














                                  SURVEY CONTROL DATA
                                
                             STATE=MI
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6800 ***********************************************************************
 AA6800  DESIGNATION -  0 173
 AA6800  PID         -  AA6800
 AA6800  STATE/COUNTY-  MI/WAYNE
 AA6800  USGS QUAD   -  YPSILANTI EAST (1983)
 AA6800
 AA6800                         *CURRENT SURVEY CONTROL
 AA6800  ___________________________________________________________________
 AA6800* NAD 83(1994)-  42 11 20.18977(N)    083 32 33.14593(W)     ADJUSTED  
 AA6800* NAVD 88     -       212.8    (meters)     698.     (feet)  GPS OBS   
 AA6800  ___________________________________________________________________
 AA6800  X           -     532,306.177 (meters)                     COMP
 AA6800  Y           -  -4,703,034.364 (meters)                     COMP
 AA6800  Z           -   4,261,296.669 (meters)                     COMP
 AA6800  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AA6800  ELLIP HEIGHT-         178.46  (meters)          (07/12/02) GPS OBS
 AA6800  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA6800
 AA6800  HORZ ORDER  -  FIRST
 AA6800  ELLP ORDER  -  FOURTH    CLASS I
 AA6800
 AA6800.The horizontal coordinates were established by GPS observations
 AA6800.and adjusted by the National Geodetic Survey in February 1997..
 AA6800
 AA6800.The orthometric height was determined by GPS observations and a
 AA6800.high-resolution geoid model.
 AA6800
 AA6800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6800
 AA6800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6800
 AA6800.The ellipsoidal height was determined by GPS observations
 AA6800.and is referenced to NAD 83.
 AA6800
 AA6800.The geoid height was determined by GEOID03.
 AA6800
 AA6800;                    North         East     Units Scale Factor Converg.
 AA6800;SPC MI S     -    76,859.935 4,068,074.680   MT  0.99998013   +0 33 39.0
 AA6800;SPC MI S     -   252,165.14 13,346,701.71   iFT  0.99998013   +0 33 39.0
 AA6800;UTM  17      - 4,673,884.062   290,050.021   MT  1.00014239   -1 42 29.3
 AA6800
 AA6800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6800!SPC MI S     -   0.99997201  x   0.99998013  =   0.99995214
 AA6800!UTM  17      -   0.99997201  x   1.00014239  =   1.00011440
 AA6800
 AA6800                          SUPERSEDED SURVEY CONTROL
 AA6800
 AA6800  ELLIP H (02/03/97)  178.48   (m)                       GP(       ) 4 1
 AA6800  NAD 83(1986)-  42 11 20.19715(N)    083 32 33.17411(W) AD(       ) 1
 AA6800
 AA6800.Superseded values are not recommended for survey control.
 AA6800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6800.See file dsdata.txt to determine how the superseded data were derived.
 AA6800
 AA6800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9005073884(NAD 83)
 AA6800_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6800_STAMPING: 0-173 1960
 AA6800_MARK LOGO: MI-163
 AA6800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6800+STABILITY: SURFACE MOTION
 AA6800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6800+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6800
 AA6800  HISTORY     - Date     Condition        Report By
 AA6800  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6800  HISTORY     - 20011212 POOR             INDIV
 AA6800
 AA6800                          STATION DESCRIPTION
 AA6800
 AA6800'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6800'STATION IS LOCATED 2.5 MILESSOUTH OF WILLOW RUN AIRPORT ON RAWSONVILLE
 AA6800'ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND  RAWSONVILLE
 AA6800'ROAD (EXIT 187), PROCEED SOUTH ON RAWSONVILLE FOR 2.0  MILES TO HOUSE
 AA6800'7029 RAWSONVILLE  AND THE STATION ON THE LEFT. THE STATION IS A WAYNE
 AA6800'COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6800'CONCRETE MONUMENT. CENTERLINE OF RAWSONVILLE IS N 90 W, 31.50 FEET,  A
 AA6800'SECTION CORNER MONUMENT BOX IS S 45 W, 37.7 FEET, A 12 INCH MAPLE IS N
 AA6800'90 E, 34.5 FEET.
 AA6800
 AA6800                          STATION RECOVERY (2001)
 AA6800
 AA6800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6800'BRASS CAP IS MISSING, CONCRETE MONUMENT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1269 ***********************************************************************
 RJ1269  DESIGNATION -  0 SLC+033
 RJ1269  PID         -  RJ1269
 RJ1269  STATE/COUNTY-  MI/CHIPPEWA
 RJ1269  USGS QUAD   -  BARBEAU (1975)
 RJ1269
 RJ1269                         *CURRENT SURVEY CONTROL
 RJ1269  ___________________________________________________________________
 RJ1269* NAD 83(1994)-  46 30 06.70632(N)    084 21 49.95581(W)     ADJUSTED  
 RJ1269* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 RJ1269  ___________________________________________________________________
 RJ1269  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 RJ1269  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ1269
 RJ1269  HORZ ORDER  -  SECOND
 RJ1269
 RJ1269.The horizontal coordinates were established by classical geodetic methods
 RJ1269.and adjusted by the National Geodetic Survey in February 1997..
 RJ1269
 RJ1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1269
 RJ1269.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1269
 RJ1269.The geoid height was determined by GEOID03.
 RJ1269
 RJ1269;                    North         East     Units Scale Factor Converg.
 RJ1269;SPC MI N     -   194,369.174 8,202,293.247   MT  0.99990996   +1 54 19.3
 RJ1269;SPC MI N     -   637,694.14 26,910,410.92   iFT  0.99990996   +1 54 19.3
 RJ1269;UTM  16      - 5,153,186.787   702,264.161   MT  1.00010290   +1 54 46.4
 RJ1269
 RJ1269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1269!SPC MI N     -   0.99997676  x   0.99990996  =   0.99988672
 RJ1269!UTM  16      -   0.99997676  x   1.00010290  =   1.00007966
 RJ1269
 RJ1269                          SUPERSEDED SURVEY CONTROL
 RJ1269
 RJ1269  NAD 83(1986)-  46 30 06.69820(N)    084 21 49.95401(W) AD(       ) 2
 RJ1269  NGVD 29 (05/22/90)  184.8    (m)          606.     (f) VERT ANG       
 RJ1269
 RJ1269.Superseded values are not recommended for survey control.
 RJ1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1269.See file dsdata.txt to determine how the superseded data were derived.
 RJ1269
 RJ1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0226453187(NAD 83)
 RJ1269_MARKER: DS = TRIANGULATION STATION DISK
 RJ1269_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1269+WITH SETTING: PAVEMENT
 RJ1269_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1269+STABILITY: SURFACE MOTION
 RJ1269
 RJ1269  HISTORY     - Date     Condition        Report By
 RJ1269  HISTORY     - 1988     MONUMENTED       USE
 RJ1269
 RJ1269                          STATION DESCRIPTION
 RJ1269
 RJ1269'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1269'THE STATION IS LOCATED IN THE AMERICAN LOCKS IN SAULT STE MARIE MI,
 RJ1269'OWNERSHIP---UNITED STATES CORPS OF ENGINEERS.
 RJ1269'
 RJ1269'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE U.S. CORPS OF
 RJ1269'ENGINEERS LOCK, GO WEST FOR 0.8 KM (0.5 MI) ALONG THE SOUTHWEST PIER
 RJ1269'TO THE INTERNATIONAL RAILROAD LIFT BRIDGE AND THE STATION.
 RJ1269'
 RJ1269'THE STATION IS A STANDARD COE DISK
 RJ1269'THAT IS STAMPED---0---
 RJ1269'SET INTO THE CONCRETE PIER FLUSH WITH THE GROUND, LOCATED 1.1 METERS
 RJ1269'(3.6 FT) FROM THE EDGE OF THE PIER.
 RJ1269'
 RJ1269'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5165 ***********************************************************************
 AA5165  DESIGNATION -  0001A
 AA5165  PID         -  AA5165
 AA5165  STATE/COUNTY-  MI/WASHTENAW
 AA5165  USGS QUAD   -  SALINE (1983)
 AA5165
 AA5165                         *CURRENT SURVEY CONTROL
 AA5165  ___________________________________________________________________
 AA5165* NAD 83(1994)-  42 14 41.97607(N)    083 45 49.82477(W)     ADJUSTED  
 AA5165* NAVD 88     -       280.172  (meters)     919.20   (feet)  ADJUSTED  
 AA5165  ___________________________________________________________________
 AA5165  X           -     513,688.199 (meters)                     COMP
 AA5165  Y           -  -4,700,946.164 (meters)                     COMP
 AA5165  Z           -   4,265,953.389 (meters)                     COMP
 AA5165  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AA5165  ELLIP HEIGHT-         246.16  (meters)          (07/12/02) GPS OBS
 AA5165  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5165  DYNAMIC HT  -         280.083 (meters)     918.91  (feet)  COMP
 AA5165  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 AA5165
 AA5165  HORZ ORDER  -  FIRST
 AA5165  VERT ORDER  -  SECOND    CLASS II
 AA5165  ELLP ORDER  -  FOURTH    CLASS I
 AA5165
 AA5165.The horizontal coordinates were established by GPS observations
 AA5165.and adjusted by the National Geodetic Survey in February 1997..
 AA5165
 AA5165.The orthometric height was determined by differential leveling
 AA5165.and adjusted by the National Geodetic Survey in August 1995..
 AA5165
 AA5165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5165
 AA5165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5165
 AA5165.The ellipsoidal height was determined by GPS observations
 AA5165.and is referenced to NAD 83.
 AA5165
 AA5165.The geoid height was determined by GEOID03.
 AA5165
 AA5165.The dynamic height is computed by dividing the NAVD 88
 AA5165.geopotential number by the normal gravity value computed on the
 AA5165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5165.degrees latitude (g = 980.6199 gals.).
 AA5165
 AA5165.The modeled gravity was interpolated from observed gravity values.
 AA5165
 AA5165;                    North         East     Units Scale Factor Converg.
 AA5165;SPC MI S     -    82,930.795 4,049,750.619   MT  0.99996882   +0 24 36.9
 AA5165;SPC MI S     -   272,082.66 13,286,583.40   iFT  0.99996882   +0 24 36.9
 AA5165;UTM  17      - 4,680,677.115   271,976.781   MT  1.00023980   -1 51 32.2
 AA5165
 AA5165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5165!SPC MI S     -   0.99996139  x   0.99996882  =   0.99993022
 AA5165!UTM  17      -   0.99996139  x   1.00023980  =   1.00020119
 AA5165
 AA5165|---------------------------------------------------------------------|
 AA5165| PID    Reference Object                     Distance      Geod. Az  |
 AA5165|                                                           dddmmss.s |
 AA5165| AA5170 0001B                               182.392 METERS 04240     |
 AA5165|---------------------------------------------------------------------|
 AA5165
 AA5165                          SUPERSEDED SURVEY CONTROL
 AA5165
 AA5165  ELLIP H (02/03/97)  246.19   (m)                       GP(       ) 4 1
 AA5165  NAD 83(1986)-  42 14 41.98149(N)    083 45 49.85116(W) AD(       ) 1
 AA5165
 AA5165.Superseded values are not recommended for survey control.
 AA5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5165.See file dsdata.txt to determine how the superseded data were derived.
 AA5165
 AA5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7197780677(NAD 83)
 AA5165_MARKER: DD = SURVEY DISK
 AA5165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5165_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0001A
 AA5165_MARK LOGO: MI0150
 AA5165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5165+STABILITY: SURFACE MOTION
 AA5165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5165+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5165
 AA5165  HISTORY     - Date     Condition        Report By
 AA5165  HISTORY     - 1993     MONUMENTED       MI0150
 AA5165  HISTORY     - 19930809 GOOD             WOOLPT
 AA5165  HISTORY     - 19931101 GOOD             WOOLPT
 AA5165  HISTORY     - 20030319 GOOD             USPSQD
 AA5165
 AA5165                          STATION DESCRIPTION
 AA5165
 AA5165'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5165'STATION 0001A IS LOCATED ON THE SOUTHEASTERLY SIDE OF ANN ARBOR-SALINE
 AA5165'ROAD BETWEN I-94 AND THE ENTRANCE RAMP TO EASTBOUND I-94 FROM ANN
 AA5165'ARBOR-SALINE ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5165'6, PITTSFIELD TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 101.32 FT
 AA5165'(30.88 M) SOUTHWESTLY OF THE SOUTHWEST CORNER OF THE WESTERLY CONCRETE
 AA5165'BRIDGE ABUTMENT TO I-94, AND 6.7 FT (2.0 M) SOUTHEAST OF THE SOUTHEAST
 AA5165'EDGE OF ASPHALT ALONG ANN ARBOR-SALINE ROAD. SAID STATION IS A PRIMARY
 AA5165'CONTROL MONUMENT AND IS DESCRIBED AS A STAINLESS STEEL ROD WITHOUT
 AA5165'SLEEVE AND IS ACCESSED BY A 5 INLOGO CAP SET FLUSH WITH THE GROUND.
 AA5165'THIS POINT WAS SET BY OTHERS AND IS PAIRED WITH POINT 0001B.
 AA5165
 AA5165                          STATION RECOVERY (1993)
 AA5165
 AA5165'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5165'RECOVERED AS DESCRIBED.
 AA5165
 AA5165                          STATION RECOVERY (2003)
 AA5165
 AA5165'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEB)
 AA5165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5170 ***********************************************************************
 AA5170  DESIGNATION -  0001B
 AA5170  PID         -  AA5170
 AA5170  STATE/COUNTY-  MI/WASHTENAW
 AA5170  USGS QUAD   -  SALINE (1983)
 AA5170
 AA5170                         *CURRENT SURVEY CONTROL
 AA5170  ___________________________________________________________________
 AA5170* NAD 83(1994)-  42 14 46.32285(N)    083 45 44.43306(W)     ADJUSTED  
 AA5170* NAVD 88     -       281.510  (meters)     923.59   (feet)  ADJUSTED  
 AA5170  ___________________________________________________________________
 AA5170  X           -     513,801.391 (meters)                     COMP
 AA5170  Y           -  -4,700,844.081 (meters)                     COMP
 AA5170  Z           -   4,266,053.578 (meters)                     COMP
 AA5170  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AA5170  ELLIP HEIGHT-         247.50  (meters)          (07/12/02) GPS OBS
 AA5170  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5170  DYNAMIC HT  -         281.420 (meters)     923.29  (feet)  COMP
 AA5170  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 AA5170
 AA5170  HORZ ORDER  -  FIRST
 AA5170  VERT ORDER  -  SECOND    CLASS II
 AA5170  ELLP ORDER  -  FOURTH    CLASS I
 AA5170
 AA5170.The horizontal coordinates were established by GPS observations
 AA5170.and adjusted by the National Geodetic Survey in February 1997..
 AA5170
 AA5170.The orthometric height was determined by differential leveling
 AA5170.and adjusted by the National Geodetic Survey in August 1995..
 AA5170
 AA5170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5170
 AA5170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5170
 AA5170.The ellipsoidal height was determined by GPS observations
 AA5170.and is referenced to NAD 83.
 AA5170
 AA5170.The geoid height was determined by GEOID03.
 AA5170
 AA5170.The dynamic height is computed by dividing the NAVD 88
 AA5170.geopotential number by the normal gravity value computed on the
 AA5170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5170.degrees latitude (g = 980.6199 gals.).
 AA5170
 AA5170.The modeled gravity was interpolated from observed gravity values.
 AA5170
 AA5170;                    North         East     Units Scale Factor Converg.
 AA5170;SPC MI S     -    83,065.793 4,049,873.257   MT  0.99996859   +0 24 40.5
 AA5170;SPC MI S     -   272,525.57 13,286,985.75   iFT  0.99996859   +0 24 40.5
 AA5170;UTM  17      - 4,680,807.187   272,104.704   MT  1.00023908   -1 51 28.7
 AA5170
 AA5170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5170!SPC MI S     -   0.99996118  x   0.99996859  =   0.99992978
 AA5170!UTM  17      -   0.99996118  x   1.00023908  =   1.00020025
 AA5170
 AA5170|---------------------------------------------------------------------|
 AA5170| PID    Reference Object                     Distance      Geod. Az  |
 AA5170|                                                           dddmmss.s |
 AA5170| AA5165 0001A                               182.392 METERS 22240     |
 AA5170|---------------------------------------------------------------------|
 AA5170
 AA5170                          SUPERSEDED SURVEY CONTROL
 AA5170
 AA5170  ELLIP H (02/03/97)  247.53   (m)                       GP(       ) 4 1
 AA5170  NAD 83(1986)-  42 14 46.32826(N)    083 45 44.45940(W) AD(       ) 1
 AA5170
 AA5170.Superseded values are not recommended for survey control.
 AA5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5170.See file dsdata.txt to determine how the superseded data were derived.
 AA5170
 AA5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7210580807(NAD 83)
 AA5170_MARKER: DD = SURVEY DISK
 AA5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5170_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0001B
 AA5170_MARK LOGO: MI0150
 AA5170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5170+STABILITY: SURFACE MOTION
 AA5170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5170+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5170
 AA5170  HISTORY     - Date     Condition        Report By
 AA5170  HISTORY     - 1993     MONUMENTED       MI0150
 AA5170  HISTORY     - 19930809 GOOD             WOOLPT
 AA5170  HISTORY     - 19931101 GOOD             WOOLPT
 AA5170  HISTORY     - 20030319 GOOD             USPSQD
 AA5170
 AA5170                          STATION DESCRIPTION
 AA5170
 AA5170'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5170'STATION 0001B IS LOCATED ON THE SOUTHEASTERLY SIDE OF ANN ARBOR-SALINE
 AA5170'ROAD BETWEEN I-94 AND THE EXIT RAMP FROM WESTBOUND I-94 TO ANN
 AA5170'ARBOR-SALINE ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5170'6, PITTSFIELD TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 261.5 FT
 AA5170'(79.7 M) NORTHEAST OF THE NORTHEAST CONCRETE BRIDGE ABUTMENT AND 8.2
 AA5170'FT (2.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF ASPHALT OF ANN
 AA5170'ARBOR-SALINE ROAD. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS
 AA5170'DESCRIBED AS A STAINLESS STEEL ROD WITHOUT SLEEVE AND IS ACCESSED BY A
 AA5170'5 INLOGO CAP SET FLUSH WITH THE GROUND. THIS POINT WAS SET BY OTHERS
 AA5170'AND IS PAIRED WITH POINT 0001A.
 AA5170
 AA5170                          STATION RECOVERY (1993)
 AA5170
 AA5170'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5170'RECOVERED AS DESCRIBED.
 AA5170
 AA5170                          STATION RECOVERY (2003)
 AA5170
 AA5170'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEB)
 AA5170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5167 ***********************************************************************
 AA5167  DESIGNATION -  0002A
 AA5167  PID         -  AA5167
 AA5167  STATE/COUNTY-  MI/WASHTENAW
 AA5167  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5167
 AA5167                         *CURRENT SURVEY CONTROL
 AA5167  ___________________________________________________________________
 AA5167* NAD 83(1994)-  42 15 22.28620(N)    083 46 46.08315(W)     ADJUSTED  
 AA5167* NAVD 88     -       293.679  (meters)     963.51   (feet)  ADJUSTED  
 AA5167  ___________________________________________________________________
 AA5167  X           -     512,316.474 (meters)                     COMP
 AA5167  Y           -  -4,700,264.694 (meters)                     COMP
 AA5167  Z           -   4,266,883.202 (meters)                     COMP
 AA5167  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AA5167  ELLIP HEIGHT-         259.73  (meters)          (07/12/02) GPS OBS
 AA5167  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AA5167  DYNAMIC HT  -         293.585 (meters)     963.20  (feet)  COMP
 AA5167  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 AA5167
 AA5167  HORZ ORDER  -  FIRST
 AA5167  VERT ORDER  -  SECOND    CLASS II
 AA5167  ELLP ORDER  -  FOURTH    CLASS I
 AA5167
 AA5167.The horizontal coordinates were established by GPS observations
 AA5167.and adjusted by the National Geodetic Survey in February 1997..
 AA5167
 AA5167.The orthometric height was determined by differential leveling
 AA5167.and adjusted by the National Geodetic Survey in August 1995..
 AA5167
 AA5167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5167
 AA5167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5167
 AA5167.The ellipsoidal height was determined by GPS observations
 AA5167.and is referenced to NAD 83.
 AA5167
 AA5167.The geoid height was determined by GEOID03.
 AA5167
 AA5167.The dynamic height is computed by dividing the NAVD 88
 AA5167.geopotential number by the normal gravity value computed on the
 AA5167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5167.degrees latitude (g = 980.6199 gals.).
 AA5167
 AA5167.The modeled gravity was interpolated from observed gravity values.
 AA5167
 AA5167;                    North         East     Units Scale Factor Converg.
 AA5167;SPC MI S     -    84,165.380 4,048,452.259   MT  0.99996668   +0 23 58.6
 AA5167;SPC MI S     -   276,133.14 13,282,323.68   iFT  0.99996668   +0 23 58.6
 AA5167;UTM  17      - 4,681,962.498   270,727.981   MT  1.00024682   -1 52 11.5
 AA5167
 AA5167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5167!SPC MI S     -   0.99995927  x   0.99996668  =   0.99992595
 AA5167!UTM  17      -   0.99995927  x   1.00024682  =   1.00020608
 AA5167
 AA5167                          SUPERSEDED SURVEY CONTROL
 AA5167
 AA5167  ELLIP H (02/03/97)  259.76   (m)                       GP(       ) 4 1
 AA5167  NAD 83(1986)-  42 15 22.29148(N)    083 46 46.10943(W) AD(       ) 1
 AA5167
 AA5167.Superseded values are not recommended for survey control.
 AA5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5167.See file dsdata.txt to determine how the superseded data were derived.
 AA5167
 AA5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7072881962(NAD 83)
 AA5167_MARKER: DD = SURVEY DISK
 AA5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5167_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0002A
 AA5167_MARK LOGO: MI0150
 AA5167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5167+STABILITY: SURFACE MOTION
 AA5167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5167+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5167
 AA5167  HISTORY     - Date     Condition        Report By
 AA5167  HISTORY     - 1993     MONUMENTED       MI0150
 AA5167  HISTORY     - 19930809 GOOD             WOOLPT
 AA5167  HISTORY     - 19931101 GOOD             WOOLPT
 AA5167  HISTORY     - 20030319 GOOD             USPSQD
 AA5167
 AA5167                          STATION DESCRIPTION
 AA5167
 AA5167'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5167'STATION 0002A IS THE SOUTHWEST CORNER OF SECTION 31, ANN ARBOR
 AA5167'TOWNSHIP AND IS LOCATED IN SCIO CHURCH ROAD, APPROXIMATELY 387 FT
 AA5167'(118.0 M) WEST OF THE WEST SIDE OF THE I-94 BRIDGE, SAID STATION BEING
 AA5167'IN THE SOUTHWEST 1/4 OF SECTION 31, ANN ARBOR TOWNSHIP, MICHIGAN. THE
 AA5167'STATION IS LOCATED 32.93 FT (10.04 M) SOUTHEAST OF A STORM MANHOLE AND
 AA5167'49.72 FT (15.15 M) SOUTHWEST OF A POWER POLE. THE STATION IS A PRIMARY
 AA5167'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5167'ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS ACCESSED BY
 AA5167'A MONUMENT BOX SET FLUSH WITH THE ASPHALT. THIS POINT WAS SET BY THE
 AA5167'CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0002B.
 AA5167
 AA5167                          STATION RECOVERY (1993)
 AA5167
 AA5167'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5167'RECOVERED AS DESCRIBED.
 AA5167
 AA5167                          STATION RECOVERY (2003)
 AA5167
 AA5167'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAB)
 AA5167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5166 ***********************************************************************
 AA5166  DESIGNATION -  0002B
 AA5166  PID         -  AA5166
 AA5166  STATE/COUNTY-  MI/WASHTENAW
 AA5166  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5166
 AA5166                         *CURRENT SURVEY CONTROL
 AA5166  ___________________________________________________________________
 AA5166* NAD 83(1994)-  42 15 23.30472(N)    083 46 09.95275(W)     ADJUSTED  
 AA5166* NAVD 88     -       283.928  (meters)     931.52   (feet)  ADJUSTED  
 AA5166  ___________________________________________________________________
 AA5166  X           -     513,136.709 (meters)                     COMP
 AA5166  Y           -  -4,700,146.670 (meters)                     COMP
 AA5166  Z           -   4,266,899.880 (meters)                     COMP
 AA5166  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AA5166  ELLIP HEIGHT-         249.94  (meters)          (07/12/02) GPS OBS
 AA5166  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AA5166  DYNAMIC HT  -         283.838 (meters)     931.23  (feet)  COMP
 AA5166  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 AA5166
 AA5166  HORZ ORDER  -  FIRST
 AA5166  VERT ORDER  -  SECOND    CLASS II
 AA5166  ELLP ORDER  -  FOURTH    CLASS I
 AA5166
 AA5166.The horizontal coordinates were established by GPS observations
 AA5166.and adjusted by the National Geodetic Survey in February 1997..
 AA5166
 AA5166.The orthometric height was determined by differential leveling
 AA5166.and adjusted by the National Geodetic Survey in August 1995..
 AA5166
 AA5166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5166
 AA5166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5166
 AA5166.The ellipsoidal height was determined by GPS observations
 AA5166.and is referenced to NAD 83.
 AA5166
 AA5166.The geoid height was determined by GEOID03.
 AA5166
 AA5166.The dynamic height is computed by dividing the NAVD 88
 AA5166.geopotential number by the normal gravity value computed on the
 AA5166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5166.degrees latitude (g = 980.6199 gals.).
 AA5166
 AA5166.The modeled gravity was interpolated from observed gravity values.
 AA5166
 AA5166;                    North         East     Units Scale Factor Converg.
 AA5166;SPC MI S     -    84,202.630 4,049,280.153   MT  0.99996663   +0 24 23.2
 AA5166;SPC MI S     -   276,255.35 13,285,039.87   iFT  0.99996663   +0 24 23.2
 AA5166;UTM  17      - 4,681,966.935   271,556.931   MT  1.00024215   -1 51 47.2
 AA5166
 AA5166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5166!SPC MI S     -   0.99996080  x   0.99996663  =   0.99992743
 AA5166!UTM  17      -   0.99996080  x   1.00024215  =   1.00020294
 AA5166
 AA5166                          SUPERSEDED SURVEY CONTROL
 AA5166
 AA5166  ELLIP H (02/03/97)  249.97   (m)                       GP(       ) 4 1
 AA5166  NAD 83(1986)-  42 15 23.31006(N)    083 46 09.97906(W) AD(       ) 1
 AA5166
 AA5166.Superseded values are not recommended for survey control.
 AA5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5166.See file dsdata.txt to determine how the superseded data were derived.
 AA5166
 AA5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7155781967(NAD 83)
 AA5166_MARKER: DD = SURVEY DISK
 AA5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5166_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0002B
 AA5166_MARK LOGO: MI0150
 AA5166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5166+STABILITY: SURFACE MOTION
 AA5166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5166+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5166
 AA5166  HISTORY     - Date     Condition        Report By
 AA5166  HISTORY     - 1993     MONUMENTED       MI0150
 AA5166  HISTORY     - 19930809 GOOD             WOOLPT
 AA5166  HISTORY     - 19931101 GOOD             WOOLPT
 AA5166  HISTORY     - 20030319 MARK NOT FOUND   USPSQD
 AA5166
 AA5166                          STATION DESCRIPTION
 AA5166
 AA5166'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5166'STATION 0002B IS THE SOUTHWEST CORNER OF SECTION 31, ANN ARBOR
 AA5166'TOWNSHIP AND IS LOCATED IN SCIO CHURCH ROAD, APPROXIMATELY 175 FT
 AA5166'(53.3 M) WEST OF THE CENTERLINE OF DELAWARE DRIVE, SAID STATION BEING
 AA5166'IN THE SOUTH 1/2 OF SECTION 31, ANN ARBOR TOWNSHIP, MICHIGAN. THE
 AA5166'STATION IS LOCATED APPROXIMATELY 175 FT (53.3 M) WEST OF THE
 AA5166'CENTERLINE OF DELAWARE ROAD AND 47.6 FT (14.5 M) SOUTHEAST OF A 10 IN
 AA5166'CEDAR TREE ON THE NORTH SIDE OF SCIO CHURCH ROAD. SAID STATION IS A
 AA5166'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5166'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5166'ACCESSED BY A MONUMENT BOX SET FLUSH WITH THE ASPHALT. THIS POINT WAS
 AA5166'SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0002A.
 AA5166
 AA5166                          STATION RECOVERY (1993)
 AA5166
 AA5166'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5166'RECOVERED AS DESCRIBED.
 AA5166
 AA5166                          STATION RECOVERY (2003)
 AA5166
 AA5166'RECOVERY NOTE BY US POWER SQUADRON 2003 (LEB)
 AA5166'STATION IS COVERED WITH ASPHALT.  USING A SURVEYOR'S
 AA5166'MAGNETIC LOCATOR, OBTAINED A POSITIVE READING AT THE
 AA5166'LOCATION.  STATION IS BELIEVED TO EXIST, BUT IS BURIED
 AA5166'UNDER ASPHALT LAYER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5171 ***********************************************************************
 AA5171  DESIGNATION -  0003A
 AA5171  PID         -  AA5171
 AA5171  STATE/COUNTY-  MI/WASHTENAW
 AA5171  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5171
 AA5171                         *CURRENT SURVEY CONTROL
 AA5171  ___________________________________________________________________
 AA5171* NAD 83(1994)-  42 17 27.08086(N)    083 47 48.63919(W)     ADJUSTED  
 AA5171* NAVD 88     -       289.526  (meters)     949.89   (feet)  ADJUSTED  
 AA5171  ___________________________________________________________________
 AA5171  X           -     510,610.742 (meters)                     COMP
 AA5171  Y           -  -4,697,841.783 (meters)                     COMP
 AA5171  Z           -   4,269,729.791 (meters)                     COMP
 AA5171  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AA5171  ELLIP HEIGHT-         255.69  (meters)          (07/12/02) GPS OBS
 AA5171  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5171  DYNAMIC HT  -         289.435 (meters)     949.59  (feet)  COMP
 AA5171  MODELED GRAV-     980,297.6   (mgal)                       NAVD 88
 AA5171
 AA5171  HORZ ORDER  -  FIRST
 AA5171  VERT ORDER  -  SECOND    CLASS II
 AA5171  ELLP ORDER  -  FOURTH    CLASS I
 AA5171
 AA5171.The horizontal coordinates were established by GPS observations
 AA5171.and adjusted by the National Geodetic Survey in February 1997..
 AA5171
 AA5171.The orthometric height was determined by differential leveling
 AA5171.and adjusted by the National Geodetic Survey in August 1995..
 AA5171
 AA5171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5171
 AA5171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5171
 AA5171.The ellipsoidal height was determined by GPS observations
 AA5171.and is referenced to NAD 83.
 AA5171
 AA5171.The geoid height was determined by GEOID03.
 AA5171
 AA5171.The dynamic height is computed by dividing the NAVD 88
 AA5171.geopotential number by the normal gravity value computed on the
 AA5171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5171.degrees latitude (g = 980.6199 gals.).
 AA5171
 AA5171.The modeled gravity was interpolated from observed gravity values.
 AA5171
 AA5171;                    North         East     Units Scale Factor Converg.
 AA5171;SPC MI S     -    88,005.859 4,046,992.399   MT  0.99996028   +0 23 16.0
 AA5171;SPC MI S     -   288,733.13 13,277,534.12   iFT  0.99996028   +0 23 16.0
 AA5171;UTM  17      - 4,685,858.905   269,421.010   MT  1.00025422   -1 52 58.1
 AA5171
 AA5171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5171!SPC MI S     -   0.99995990  x   0.99996028  =   0.99992018
 AA5171!UTM  17      -   0.99995990  x   1.00025422  =   1.00021411
 AA5171
 AA5171                          SUPERSEDED SURVEY CONTROL
 AA5171
 AA5171  ELLIP H (02/03/97)  255.72   (m)                       GP(       ) 4 1
 AA5171  NAD 83(1986)-  42 17 27.08583(N)    083 47 48.66525(W) AD(       ) 1
 AA5171
 AA5171.Superseded values are not recommended for survey control.
 AA5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5171.See file dsdata.txt to determine how the superseded data were derived.
 AA5171
 AA5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6942185859(NAD 83)
 AA5171_MARKER: DD = SURVEY DISK
 AA5171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5171_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0003A
 AA5171_MARK LOGO: MI0150
 AA5171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5171+STABILITY: SURFACE MOTION
 AA5171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5171+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5171
 AA5171  HISTORY     - Date     Condition        Report By
 AA5171  HISTORY     - 1993     MONUMENTED       MI0150
 AA5171  HISTORY     - 19930809 GOOD             WOOLPT
 AA5171  HISTORY     - 19931101 GOOD             WOOLPT
 AA5171  HISTORY     - 20030319 GOOD             USPSQD
 AA5171
 AA5171                          STATION DESCRIPTION
 AA5171
 AA5171'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5171'STATION 0003A IS LOCATED ON THE NORTHERLY SIDE OF DEXTER ROAD,
 AA5171'EASTERLY OF M-14, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5171'24, SCIO TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5171'LOCATED 3 FT (0.9 M) NORTHERLY OF THE GUARDRAIL ALONG THE NORTHERLY
 AA5171'SIDE OF DEXTER ROAD AND 3 FT (0.9 M) EASTERLY OF THE EASTERLY EDGE OF
 AA5171'THE EASTERLY CONCRETE BRIDGE ABUTMENT TO M-14. SAID STATION IS A
 AA5171'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5171'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5171'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR AND
 AA5171'IS PAIRED WITH POINT 0003B.
 AA5171
 AA5171                          STATION RECOVERY (1993)
 AA5171
 AA5171'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5171'RECOVERED AS DESCRIBED.
 AA5171
 AA5171                          STATION RECOVERY (2003)
 AA5171
 AA5171'RECOVERY NOTE BY US POWER SQUADRON 2003 (GAB)
 AA5171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5173 ***********************************************************************
 AA5173  DESIGNATION -  0004A
 AA5173  PID         -  AA5173
 AA5173  STATE/COUNTY-  MI/WASHTENAW
 AA5173  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5173
 AA5173                         *CURRENT SURVEY CONTROL
 AA5173  ___________________________________________________________________
 AA5173* NAD 83(1994)-  42 18 02.08283(N)    083 46 29.26352(W)     ADJUSTED  
 AA5173* NAVD 88     -       290.673  (meters)     953.65   (feet)  ADJUSTED  
 AA5173  ___________________________________________________________________
 AA5173  X           -     512,339.826 (meters)                     COMP
 AA5173  Y           -  -4,696,923.266 (meters)                     COMP
 AA5173  Z           -   4,270,529.464 (meters)                     COMP
 AA5173  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AA5173  ELLIP HEIGHT-         256.86  (meters)          (07/12/02) GPS OBS
 AA5173  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AA5173  DYNAMIC HT  -         290.583 (meters)     953.35  (feet)  COMP
 AA5173  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 AA5173
 AA5173  HORZ ORDER  -  FIRST
 AA5173  VERT ORDER  -  SECOND    CLASS II
 AA5173  ELLP ORDER  -  FOURTH    CLASS I
 AA5173
 AA5173.The horizontal coordinates were established by GPS observations
 AA5173.and adjusted by the National Geodetic Survey in February 1997..
 AA5173
 AA5173.The orthometric height was determined by differential leveling
 AA5173.and adjusted by the National Geodetic Survey in August 1995..
 AA5173
 AA5173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5173
 AA5173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5173
 AA5173.The ellipsoidal height was determined by GPS observations
 AA5173.and is referenced to NAD 83.
 AA5173
 AA5173.The geoid height was determined by GEOID03.
 AA5173
 AA5173.The dynamic height is computed by dividing the NAVD 88
 AA5173.geopotential number by the normal gravity value computed on the
 AA5173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5173.degrees latitude (g = 980.6199 gals.).
 AA5173
 AA5173.The modeled gravity was interpolated from observed gravity values.
 AA5173
 AA5173;                    North         East     Units Scale Factor Converg.
 AA5173;SPC MI S     -    89,098.329 4,048,803.109   MT  0.99995855   +0 24 10.0
 AA5173;SPC MI S     -   292,317.35 13,283,474.77   iFT  0.99995855   +0 24 10.0
 AA5173;UTM  17      - 4,686,879.066   271,274.121   MT  1.00024374   -1 52 05.9
 AA5173
 AA5173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5173!SPC MI S     -   0.99995972  x   0.99995855  =   0.99991827
 AA5173!UTM  17      -   0.99995972  x   1.00024374  =   1.00020345
 AA5173
 AA5173                          SUPERSEDED SURVEY CONTROL
 AA5173
 AA5173  ELLIP H (02/03/97)  256.89   (m)                       GP(       ) 4 1
 AA5173  NAD 83(1986)-  42 18 02.08779(N)    083 46 29.28954(W) AD(       ) 1
 AA5173
 AA5173.Superseded values are not recommended for survey control.
 AA5173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5173.See file dsdata.txt to determine how the superseded data were derived.
 AA5173
 AA5173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7127486879(NAD 83)
 AA5173_MARKER: DD = SURVEY DISK
 AA5173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5173_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0004A
 AA5173_MARK LOGO: MI0150
 AA5173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5173+STABILITY: SURFACE MOTION
 AA5173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5173+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2003
 AA5173
 AA5173  HISTORY     - Date     Condition        Report By
 AA5173  HISTORY     - 1993     MONUMENTED       MI0150
 AA5173  HISTORY     - 19930809 GOOD             WOOLPT
 AA5173  HISTORY     - 19931101 GOOD             WOOLPT
 AA5173  HISTORY     - 20030319 GOOD             USPSQD
 AA5173
 AA5173                          STATION DESCRIPTION
 AA5173
 AA5173'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5173'STATION 0004A IS LOCATED ON THE SOUTH SIDE OF M-14, AT THE CITY OF ANN
 AA5173'ARBOR SLUDGE POND, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION
 AA5173'19, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5173'IS LOCATED 33 FT (10.1 M) SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE ALONG
 AA5173'THE SOUTH SIDE OF M-14, 200 FT (61.0 M) EASTERLY OF THE ANGLE POINT IN
 AA5173'THE SOUTH RIGHT-OF-WAY FENCE ALONG THE SOUTH SIDE OF M-14 AT THE
 AA5173'MILLER ROAD ENTRANCE RAMP, AND 10 FT (3.0 M) NORTH OF THE NORTH BANK
 AA5173'OF THE SLUDGE POND TO THE CITY OF ANN ARBOR WATER TREATMENT PLANT.
 AA5173'SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5173'1993 EDITION OF THE CITY OF ANN ARBOR DISC, SET IN CONCRETE PER DETAIL
 AA5173'I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5173'ARBOR IN 1993 AND IS PAIRED WITH POINT 0004B.
 AA5173
 AA5173                          STATION RECOVERY (1993)
 AA5173
 AA5173'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5173'RECOVERED AS DESCRIBED.
 AA5173
 AA5173                          STATION RECOVERY (2003)
 AA5173
 AA5173'RECOVERY NOTE BY US POWER SQUADRON 2003 (CAS)
 AA5173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5174 ***********************************************************************
 AA5174  DESIGNATION -  0004B
 AA5174  PID         -  AA5174
 AA5174  STATE/COUNTY-  MI/WASHTENAW
 AA5174  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5174
 AA5174                         *CURRENT SURVEY CONTROL
 AA5174  ___________________________________________________________________
 AA5174* NAD 83(1994)-  42 17 54.90356(N)    083 45 57.40294(W)     ADJUSTED  
 AA5174* NAVD 88     -       299.896  (meters)     983.91   (feet)  ADJUSTED  
 AA5174  ___________________________________________________________________
 AA5174  X           -     513,082.257 (meters)                     COMP
 AA5174  Y           -  -4,696,999.044 (meters)                     COMP
 AA5174  Z           -   4,270,371.805 (meters)                     COMP
 AA5174  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AA5174  ELLIP HEIGHT-         266.06  (meters)          (07/12/02) GPS OBS
 AA5174  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5174  DYNAMIC HT  -         299.803 (meters)     983.60  (feet)  COMP
 AA5174  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 AA5174
 AA5174  HORZ ORDER  -  FIRST
 AA5174  VERT ORDER  -  SECOND    CLASS II
 AA5174  ELLP ORDER  -  FOURTH    CLASS I
 AA5174
 AA5174.The horizontal coordinates were established by GPS observations
 AA5174.and adjusted by the National Geodetic Survey in February 1997..
 AA5174
 AA5174.The orthometric height was determined by differential leveling
 AA5174.and adjusted by the National Geodetic Survey in August 1995..
 AA5174
 AA5174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5174
 AA5174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5174
 AA5174.The ellipsoidal height was determined by GPS observations
 AA5174.and is referenced to NAD 83.
 AA5174
 AA5174.The geoid height was determined by GEOID03.
 AA5174
 AA5174.The dynamic height is computed by dividing the NAVD 88
 AA5174.geopotential number by the normal gravity value computed on the
 AA5174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5174.degrees latitude (g = 980.6199 gals.).
 AA5174
 AA5174.The modeled gravity was interpolated from observed gravity values.
 AA5174
 AA5174;                    North         East     Units Scale Factor Converg.
 AA5174;SPC MI S     -    88,881.994 4,049,534.423   MT  0.99995890   +0 24 31.7
 AA5174;SPC MI S     -   291,607.59 13,285,874.09   iFT  0.99995890   +0 24 31.7
 AA5174;UTM  17      - 4,686,633.851   271,996.492   MT  1.00023968   -1 51 44.2
 AA5174
 AA5174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5174!SPC MI S     -   0.99995827  x   0.99995890  =   0.99991718
 AA5174!UTM  17      -   0.99995827  x   1.00023968  =   1.00019794
 AA5174
 AA5174                          SUPERSEDED SURVEY CONTROL
 AA5174
 AA5174  ELLIP H (02/03/97)  266.09   (m)                       GP(       ) 4 1
 AA5174  NAD 83(1986)-  42 17 54.90865(N)    083 45 57.42902(W) AD(       ) 1
 AA5174
 AA5174.Superseded values are not recommended for survey control.
 AA5174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5174.See file dsdata.txt to determine how the superseded data were derived.
 AA5174
 AA5174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7199686634(NAD 83)
 AA5174_MARKER: DD = SURVEY DISK
 AA5174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5174_STAMPING: CITY OF ANN ARBOR BENCH MARK 0004B
 AA5174_MARK LOGO: MI0150
 AA5174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5174+STABILITY: SURFACE MOTION
 AA5174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5174+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5174
 AA5174  HISTORY     - Date     Condition        Report By
 AA5174  HISTORY     - 1993     MONUMENTED       MI0150
 AA5174  HISTORY     - 19930809 GOOD             WOOLPT
 AA5174  HISTORY     - 19931101 GOOD             WOOLPT
 AA5174
 AA5174                          STATION DESCRIPTION
 AA5174
 AA5174'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5174'STATION 0004B IS LOCATED ON THE WEST SIDE OF NEWPORT ROAD, ON THE
 AA5174'SOUTH SIDE OF M-14, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION
 AA5174'19, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5174'IS LOCATED 3 FT (0.9 M) WEST OF THE GUARDRAIL ON THE WEST SIDE ALONH
 AA5174'NEWPORT ROAD AND 3 FT (0.9 M) SOUTH OF THE SOUTHERLY EDGE OF THE
 AA5174'SOUTHERLY CONCRETE BRIDGE ABUTMENT TO M-14. SAID STATION IS A PRIMARY
 AA5174'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5174'ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH
 AA5174'THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS
 AA5174'PAIRED WITH POINT 0004A.
 AA5174
 AA5174                          STATION RECOVERY (1993)
 AA5174
 AA5174'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5174'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5179 ***********************************************************************
 AA5179  DESIGNATION -  0005A
 AA5179  PID         -  AA5179
 AA5179  STATE/COUNTY-  MI/WASHTENAW
 AA5179  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5179
 AA5179                         *CURRENT SURVEY CONTROL
 AA5179  ___________________________________________________________________
 AA5179* NAD 83(1994)-  42 17 33.25057(N)    083 42 19.56357(W)     ADJUSTED  
 AA5179* NAVD 88     -       248.771  (meters)     816.18   (feet)  ADJUSTED  
 AA5179  ___________________________________________________________________
 AA5179  X           -     518,087.687 (meters)                     COMP
 AA5179  Y           -  -4,696,863.836 (meters)                     COMP
 AA5179  Z           -   4,269,843.156 (meters)                     COMP
 AA5179  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AA5179  ELLIP HEIGHT-         214.88  (meters)          (07/12/02) GPS OBS
 AA5179  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5179  DYNAMIC HT  -         248.692 (meters)     815.92  (feet)  COMP
 AA5179  MODELED GRAV-     980,299.4   (mgal)                       NAVD 88
 AA5179
 AA5179  HORZ ORDER  -  FIRST
 AA5179  VERT ORDER  -  SECOND    CLASS II
 AA5179  ELLP ORDER  -  FOURTH    CLASS I
 AA5179
 AA5179.The horizontal coordinates were established by GPS observations
 AA5179.and adjusted by the National Geodetic Survey in February 1997..
 AA5179
 AA5179.The orthometric height was determined by differential leveling
 AA5179.and adjusted by the National Geodetic Survey in August 1995..
 AA5179
 AA5179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5179
 AA5179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5179
 AA5179.The ellipsoidal height was determined by GPS observations
 AA5179.and is referenced to NAD 83.
 AA5179
 AA5179.The geoid height was determined by GEOID03.
 AA5179
 AA5179.The dynamic height is computed by dividing the NAVD 88
 AA5179.geopotential number by the normal gravity value computed on the
 AA5179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5179.degrees latitude (g = 980.6199 gals.).
 AA5179
 AA5179.The modeled gravity was interpolated from observed gravity values.
 AA5179
 AA5179;                    North         East     Units Scale Factor Converg.
 AA5179;SPC MI S     -    88,251.327 4,054,529.196   MT  0.99995997   +0 26 60.0
 AA5179;SPC MI S     -   289,538.47 13,302,261.14   iFT  0.99995997   +0 26 60.0
 AA5179;UTM  17      - 4,685,805.521   276,963.672   MT  1.00021211   -1 49 16.6
 AA5179
 AA5179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5179!SPC MI S     -   0.99996630  x   0.99995997  =   0.99992627
 AA5179!UTM  17      -   0.99996630  x   1.00021211  =   1.00017840
 AA5179
 AA5179                          SUPERSEDED SURVEY CONTROL
 AA5179
 AA5179  ELLIP H (02/03/97)  214.91   (m)                       GP(       ) 4 1
 AA5179  NAD 83(1986)-  42 17 33.25580(N)    083 42 19.58979(W) AD(       ) 1
 AA5179
 AA5179.Superseded values are not recommended for survey control.
 AA5179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5179.See file dsdata.txt to determine how the superseded data were derived.
 AA5179
 AA5179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7696485806(NAD 83)
 AA5179_MARKER: DD = SURVEY DISK
 AA5179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5179_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0005A
 AA5179_MARK LOGO: MI0150
 AA5179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5179+STABILITY: SURFACE MOTION
 AA5179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5179+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5179
 AA5179  HISTORY     - Date     Condition        Report By
 AA5179  HISTORY     - 1993     MONUMENTED       MI0150
 AA5179  HISTORY     - 19930809 GOOD             WOOLPT
 AA5179  HISTORY     - 19931101 GOOD             WOOLPT
 AA5179  HISTORY     - 20010331 GOOD             NGS
 AA5179
 AA5179                          STATION DESCRIPTION
 AA5179
 AA5179'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5179'STATION 0005A IS LOCATED ON THE GRASS TRAFFIC ISLAND BETWEEN
 AA5179'NORTHBOUND AND SOUTHBOUND HURON PARKWAY, APPROXIMATELY 900 FT (274.3
 AA5179'M) SOUTH OF HUBBARD ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5179'SECTION 22, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5179'STATION IS LOCATED APPROXIMATELY 325 FT (99.1 M) NORTH OF THE
 AA5179'VEHICULAR TURN AROUND BETWEEN HUBBARD ROAD AND GLAZIER WAY AND 8.93 FT
 AA5179'(2.72 M) EAST OF THE FIRE HYDRANT. SAID STATION IS A PRIMARY CONTROL
 AA5179'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5179'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5179'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH
 AA5179'POINT 0005B.
 AA5179
 AA5179                          STATION RECOVERY (1993)
 AA5179
 AA5179'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5179'RECOVERED AS DESCRIBED.
 AA5179
 AA5179                          STATION RECOVERY (2001)
 AA5179
 AA5179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5192 ***********************************************************************
 AA5192  DESIGNATION -  0005B
 AA5192  PID         -  AA5192
 AA5192  STATE/COUNTY-  MI/WASHTENAW
 AA5192  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5192
 AA5192                         *CURRENT SURVEY CONTROL
 AA5192  ___________________________________________________________________
 AA5192* NAD 83(1994)-  42 17 10.57044(N)    083 42 10.73613(W)     ADJUSTED  
 AA5192* NAVD 88     -       239.815  (meters)     786.79   (feet)  ADJUSTED  
 AA5192  ___________________________________________________________________
 AA5192  X           -     518,339.615 (meters)                     COMP
 AA5192  Y           -  -4,697,303.096 (meters)                     COMP
 AA5192  Z           -   4,269,319.401 (meters)                     COMP
 AA5192  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AA5192  ELLIP HEIGHT-         205.88  (meters)          (07/12/02) GPS OBS
 AA5192  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AA5192  DYNAMIC HT  -         239.738 (meters)     786.54  (feet)  COMP
 AA5192  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 AA5192
 AA5192  HORZ ORDER  -  FIRST
 AA5192  VERT ORDER  -  SECOND    CLASS II
 AA5192  ELLP ORDER  -  FOURTH    CLASS I
 AA5192
 AA5192.The horizontal coordinates were established by GPS observations
 AA5192.and adjusted by the National Geodetic Survey in February 1997..
 AA5192
 AA5192.The orthometric height was determined by differential leveling
 AA5192.and adjusted by the National Geodetic Survey in August 1995..
 AA5192
 AA5192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5192
 AA5192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5192
 AA5192.The ellipsoidal height was determined by GPS observations
 AA5192.and is referenced to NAD 83.
 AA5192
 AA5192.The geoid height was determined by GEOID03.
 AA5192
 AA5192.The dynamic height is computed by dividing the NAVD 88
 AA5192.geopotential number by the normal gravity value computed on the
 AA5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5192.degrees latitude (g = 980.6199 gals.).
 AA5192
 AA5192.The modeled gravity was interpolated from observed gravity values.
 AA5192
 AA5192;                    North         East     Units Scale Factor Converg.
 AA5192;SPC MI S     -    87,553.166 4,054,736.920   MT  0.99996110   +0 27 06.0
 AA5192;SPC MI S     -   287,247.92 13,302,942.65   iFT  0.99996110   +0 27 06.0
 AA5192;UTM  17      - 4,685,099.499   277,143.611   MT  1.00021112   -1 49 09.9
 AA5192
 AA5192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5192!SPC MI S     -   0.99996771  x   0.99996110  =   0.99992881
 AA5192!UTM  17      -   0.99996771  x   1.00021112  =   1.00017882
 AA5192
 AA5192                          SUPERSEDED SURVEY CONTROL
 AA5192
 AA5192  ELLIP H (02/03/97)  205.91   (m)                       GP(       ) 4 1
 AA5192  NAD 83(1986)-  42 17 10.57568(N)    083 42 10.76236(W) AD(       ) 1
 AA5192
 AA5192.Superseded values are not recommended for survey control.
 AA5192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5192.See file dsdata.txt to determine how the superseded data were derived.
 AA5192
 AA5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7714485099(NAD 83)
 AA5192_MARKER: DD = SURVEY DISK
 AA5192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5192_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0005B
 AA5192_MARK LOGO: MI0150
 AA5192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5192+STABILITY: SURFACE MOTION
 AA5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5192+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5192
 AA5192  HISTORY     - Date     Condition        Report By
 AA5192  HISTORY     - 1993     MONUMENTED       MI0150
 AA5192  HISTORY     - 19930809 GOOD             WOOLPT
 AA5192  HISTORY     - 19931101 GOOD             WOOLPT
 AA5192  HISTORY     - 20010331 GOOD             NGS
 AA5192
 AA5192                          STATION DESCRIPTION
 AA5192
 AA5192'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5192'STATION 0005B IS LOCATED IN THE GRASS TRAFFIC ISLAND BETWEEN
 AA5192'NORTHBOUND AND SOUTHBOUND HURON PARKWAY, APPROXIMATELY 600 FT (182.9
 AA5192'M) SOUTH OF GLAZIER WAY, SAID STATION BEING IN THE NORTHEAST 1/4 OF
 AA5192'SECTION 27, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5192'STATION IS LOCATED APPROXIMATELY 600 FT (182.9 M) SOUTH OF THE BACK OF
 AA5192'CURB AT THE NORTHERLY BULLMOSE OF THE GRASS TRAFFIC ISLAND SOUTH OF
 AA5192'GLAZIER WAY AND 28.5 FT (8.7 M) SOUTHWEST OF THE BACK OF CURB ALONG
 AA5192'THE EASTERLY SIDE OF THE GRASS TRAFFIC ISLAND. SAID STATION IS A
 AA5192'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5192'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5192'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5192'1993 AND IS PAIRED WITH POINT 0005A.
 AA5192
 AA5192                          STATION RECOVERY (1993)
 AA5192
 AA5192'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5192'RECOVERED AS DESCRIBED.
 AA5192
 AA5192                          STATION RECOVERY (2001)
 AA5192
 AA5192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5192'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5178 ***********************************************************************
 AA5178  DESIGNATION -  0006A
 AA5178  PID         -  AA5178
 AA5178  STATE/COUNTY-  MI/WASHTENAW
 AA5178  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5178
 AA5178                         *CURRENT SURVEY CONTROL
 AA5178  ___________________________________________________________________
 AA5178* NAD 83(1994)-  42 19 16.80241(N)    083 44 08.52367(W)     ADJUSTED  
 AA5178* NAVD 88     -       288.950  (meters)     948.00   (feet)  ADJUSTED  
 AA5178  ___________________________________________________________________
 AA5178  X           -     515,375.055 (meters)                     COMP
 AA5178  Y           -  -4,695,028.596 (meters)                     COMP
 AA5178  Z           -   4,272,233.317 (meters)                     COMP
 AA5178  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AA5178  ELLIP HEIGHT-         255.17  (meters)          (07/12/02) GPS OBS
 AA5178  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AA5178  DYNAMIC HT  -         288.861 (meters)     947.70  (feet)  COMP
 AA5178  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 AA5178
 AA5178  HORZ ORDER  -  FIRST
 AA5178  VERT ORDER  -  SECOND    CLASS II
 AA5178  ELLP ORDER  -  FOURTH    CLASS I
 AA5178
 AA5178.The horizontal coordinates were established by GPS observations
 AA5178.and adjusted by the National Geodetic Survey in February 1997..
 AA5178
 AA5178.The orthometric height was determined by differential leveling
 AA5178.and adjusted by the National Geodetic Survey in August 1995..
 AA5178
 AA5178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5178
 AA5178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5178
 AA5178.The ellipsoidal height was determined by GPS observations
 AA5178.and is referenced to NAD 83.
 AA5178
 AA5178.The geoid height was determined by GEOID03.
 AA5178
 AA5178.The dynamic height is computed by dividing the NAVD 88
 AA5178.geopotential number by the normal gravity value computed on the
 AA5178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5178.degrees latitude (g = 980.6199 gals.).
 AA5178
 AA5178.The modeled gravity was interpolated from observed gravity values.
 AA5178
 AA5178;                    North         East     Units Scale Factor Converg.
 AA5178;SPC MI S     -    91,427.075 4,052,009.326   MT  0.99995495   +0 25 45.8
 AA5178;SPC MI S     -   299,957.60 13,293,993.85   iFT  0.99995495   +0 25 45.8
 AA5178;UTM  17      - 4,689,079.510   274,571.037   MT  1.00022531   -1 50 33.7
 AA5178
 AA5178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5178!SPC MI S     -   0.99995998  x   0.99995495  =   0.99991493
 AA5178!UTM  17      -   0.99995998  x   1.00022531  =   1.00018528
 AA5178
 AA5178                          SUPERSEDED SURVEY CONTROL
 AA5178
 AA5178  ELLIP H (02/03/97)  255.20   (m)                       GP(       ) 4 1
 AA5178  NAD 83(1986)-  42 19 16.80760(N)    083 44 08.54988(W) AD(       ) 1
 AA5178
 AA5178.Superseded values are not recommended for survey control.
 AA5178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5178.See file dsdata.txt to determine how the superseded data were derived.
 AA5178
 AA5178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7457189080(NAD 83)
 AA5178_MARKER: DD = SURVEY DISK
 AA5178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5178_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0006A
 AA5178_MARK LOGO: MI0150
 AA5178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5178+STABILITY: SURFACE MOTION
 AA5178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5178+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5178
 AA5178  HISTORY     - Date     Condition        Report By
 AA5178  HISTORY     - 1993     MONUMENTED       MI0150
 AA5178  HISTORY     - 19930809 GOOD             WOOLPT
 AA5178  HISTORY     - 19931101 GOOD             WOOLPT
 AA5178
 AA5178                          STATION DESCRIPTION
 AA5178
 AA5178'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5178'STATION 0006A IS LOCATED ON THE EAST SIDE OF PONTIAC TRAIL, SOUTHERLY
 AA5178'OF THE NORTHBOUND/WESTBOUND US-23/M-14, SAID STATION BEING IN THE
 AA5178'SOUTHWEST 1/4 OF SECTION 9, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION
 AA5178'IS LOCATED 6 FT (1.8 M) SOUTH OF THE SOUTHERLY ABUTMENT TO THE PONTIAC
 AA5178'TRAIL BRIDGE OVER NORTHBOUND/WESTBOUND US-23/M-14 AND 4 FT (1.2 M)
 AA5178'EAST OF THE GUARDRAIL ALONG THE EAST SIDE OF PONTIAC TRAIL.
 AA5178' 
 AA5178'NOTE - THE AFOREMENTIONED BRIDGE IS THE NORTHERLY OF THE 2 BRIDGES OF
 AA5178'PONTIAC TRAIL OVER US-23/M-14. SAID STATION IS A PRIMARY CONTROL
 AA5178'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5178'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5178'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH
 AA5178'POINT 0006B.
 AA5178
 AA5178                          STATION RECOVERY (1993)
 AA5178
 AA5178'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5180 ***********************************************************************
 AA5180  DESIGNATION -  0006B
 AA5180  PID         -  AA5180
 AA5180  STATE/COUNTY-  MI/WASHTENAW
 AA5180  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5180
 AA5180                         *CURRENT SURVEY CONTROL
 AA5180  ___________________________________________________________________
 AA5180* NAD 83(1994)-  42 19 27.72137(N)    083 42 29.43567(W)     ADJUSTED  
 AA5180* NAVD 88     -       292.104  (meters)     958.34   (feet)  ADJUSTED  
 AA5180  ___________________________________________________________________
 AA5180  X           -     517,605.845 (meters)                     COMP
 AA5180  Y           -  -4,694,557.308 (meters)                     COMP
 AA5180  Z           -   4,272,484.553 (meters)                     COMP
 AA5180  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AA5180  ELLIP HEIGHT-         258.33  (meters)          (07/12/02) GPS OBS
 AA5180  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AA5180  DYNAMIC HT  -         292.014 (meters)     958.05  (feet)  COMP
 AA5180  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 AA5180
 AA5180  HORZ ORDER  -  FIRST
 AA5180  VERT ORDER  -  SECOND    CLASS II
 AA5180  ELLP ORDER  -  FOURTH    CLASS I
 AA5180
 AA5180.The horizontal coordinates were established by GPS observations
 AA5180.and adjusted by the National Geodetic Survey in February 1997..
 AA5180
 AA5180.The orthometric height was determined by differential leveling
 AA5180.and adjusted by the National Geodetic Survey in August 1995..
 AA5180
 AA5180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5180
 AA5180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5180
 AA5180.The ellipsoidal height was determined by GPS observations
 AA5180.and is referenced to NAD 83.
 AA5180
 AA5180.The geoid height was determined by GEOID03.
 AA5180
 AA5180.The dynamic height is computed by dividing the NAVD 88
 AA5180.geopotential number by the normal gravity value computed on the
 AA5180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5180.degrees latitude (g = 980.6199 gals.).
 AA5180
 AA5180.The modeled gravity was interpolated from observed gravity values.
 AA5180
 AA5180;                    North         East     Units Scale Factor Converg.
 AA5180;SPC MI S     -    91,781.332 4,054,275.435   MT  0.99995443   +0 26 53.2
 AA5180;SPC MI S     -   301,119.86 13,301,428.59   iFT  0.99995443   +0 26 53.2
 AA5180;UTM  17      - 4,689,343.714   276,850.012   MT  1.00021273   -1 49 27.3
 AA5180
 AA5180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5180!SPC MI S     -   0.99995949  x   0.99995443  =   0.99991392
 AA5180!UTM  17      -   0.99995949  x   1.00021273  =   1.00017221
 AA5180
 AA5180                          SUPERSEDED SURVEY CONTROL
 AA5180
 AA5180  ELLIP H (02/03/97)  258.36   (m)                       GP(       ) 4 1
 AA5180  NAD 83(1986)-  42 19 27.72659(N)    083 42 29.46189(W) AD(       ) 1
 AA5180
 AA5180.Superseded values are not recommended for survey control.
 AA5180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5180.See file dsdata.txt to determine how the superseded data were derived.
 AA5180
 AA5180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7685089344(NAD 83)
 AA5180_MARKER: DD = SURVEY DISK
 AA5180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5180_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0006B
 AA5180_MARK LOGO: MI0150
 AA5180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5180+STABILITY: SURFACE MOTION
 AA5180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5180+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5180
 AA5180  HISTORY     - Date     Condition        Report By
 AA5180  HISTORY     - 1993     MONUMENTED       MI0150
 AA5180  HISTORY     - 19930809 GOOD             WOOLPT
 AA5180  HISTORY     - 19931101 GOOD             WOOLPT
 AA5180
 AA5180                          STATION DESCRIPTION
 AA5180
 AA5180'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5180'STATION 0006B IS LOCATED ON THE WESTERLY SIDE OF NIXON ROAD, NORTH OF
 AA5180'US-23/M-14, SAID STATION BEING IN THE EAST 1/2 OF SECTION 11, ANN
 AA5180'ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 5 FT (1.5 M) EAST OF
 AA5180'THE NORTH-SOUTH LINE OF THE JOG IN THE RIGHT-OF-WAY FENCE AND 5 FT
 AA5180'(1.5 M) NORTH OF THE SOUTHERLY EAST-WEST LINE OF THE RIGHT-OF-WAY
 AA5180'FENCE. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS
 AA5180'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE
 AA5180'PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5180'CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0006A.
 AA5180
 AA5180                          STATION RECOVERY (1993)
 AA5180
 AA5180'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5180'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5181 ***********************************************************************
 AA5181  DESIGNATION -  0007A
 AA5181  PID         -  AA5181
 AA5181  STATE/COUNTY-  MI/WASHTENAW
 AA5181  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5181
 AA5181                         *CURRENT SURVEY CONTROL
 AA5181  ___________________________________________________________________
 AA5181* NAD 83(1994)-  42 19 21.63848(N)    083 41 22.58100(W)     ADJUSTED  
 AA5181* NAVD 88     -       298.033  (meters)     977.80   (feet)  ADJUSTED  
 AA5181  ___________________________________________________________________
 AA5181  X           -     519,141.793 (meters)                     COMP
 AA5181  Y           -  -4,694,519.259 (meters)                     COMP
 AA5181  Z           -   4,272,349.764 (meters)                     COMP
 AA5181  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AA5181  ELLIP HEIGHT-         264.25  (meters)          (07/12/02) GPS OBS
 AA5181  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5181  DYNAMIC HT  -         297.941 (meters)     977.49  (feet)  COMP
 AA5181  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 AA5181
 AA5181  HORZ ORDER  -  FIRST
 AA5181  VERT ORDER  -  SECOND    CLASS II
 AA5181  ELLP ORDER  -  FOURTH    CLASS I
 AA5181
 AA5181.The horizontal coordinates were established by GPS observations
 AA5181.and adjusted by the National Geodetic Survey in February 1997..
 AA5181
 AA5181.The orthometric height was determined by differential leveling
 AA5181.and adjusted by the National Geodetic Survey in August 1995..
 AA5181
 AA5181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5181
 AA5181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5181
 AA5181.The ellipsoidal height was determined by GPS observations
 AA5181.and is referenced to NAD 83.
 AA5181
 AA5181.The geoid height was determined by GEOID03.
 AA5181
 AA5181.The dynamic height is computed by dividing the NAVD 88
 AA5181.geopotential number by the normal gravity value computed on the
 AA5181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5181.degrees latitude (g = 980.6199 gals.).
 AA5181
 AA5181.The modeled gravity was interpolated from observed gravity values.
 AA5181
 AA5181;                    North         East     Units Scale Factor Converg.
 AA5181;SPC MI S     -    91,605.797 4,055,807.588   MT  0.99995472   +0 27 38.7
 AA5181;SPC MI S     -   300,543.95 13,306,455.34   iFT  0.99995472   +0 27 38.7
 AA5181;UTM  17      - 4,689,107.506   278,374.387   MT  1.00020439   -1 48 42.0
 AA5181
 AA5181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5181!SPC MI S     -   0.99995856  x   0.99995472  =   0.99991328
 AA5181!UTM  17      -   0.99995856  x   1.00020439  =   1.00016294
 AA5181
 AA5181                          SUPERSEDED SURVEY CONTROL
 AA5181
 AA5181  ELLIP H (02/03/97)  264.27   (m)                       GP(       ) 4 1
 AA5181  NAD 83(1986)-  42 19 21.64371(N)    083 41 22.60723(W) AD(       ) 1
 AA5181
 AA5181.Superseded values are not recommended for survey control.
 AA5181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5181.See file dsdata.txt to determine how the superseded data were derived.
 AA5181
 AA5181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7837489108(NAD 83)
 AA5181_MARKER: DD = SURVEY DISK
 AA5181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5181_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0007A
 AA5181_MARK LOGO: MI0150
 AA5181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5181+STABILITY: SURFACE MOTION
 AA5181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5181+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AA5181
 AA5181  HISTORY     - Date     Condition        Report By
 AA5181  HISTORY     - 1993     MONUMENTED       MI0150
 AA5181  HISTORY     - 19930809 GOOD             WOOLPT
 AA5181  HISTORY     - 19931101 GOOD             WOOLPT
 AA5181  HISTORY     - 20031215 GOOD             ROWEIN
 AA5181  HISTORY     - 20060915 GOOD             ADVGEO
 AA5181
 AA5181                          STATION DESCRIPTION
 AA5181
 AA5181'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5181'STATION 0007A IS LOCATED ON THE SOUTH SIDE OF EASTBOUND M-14, EASTERLY
 AA5181'OF NORTHBOUND US-23 AND WESTERLY OF EASTBOUND M-14 FROM NORTHBOUND
 AA5181'US-23, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION 11, ANN
 AA5181'ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 10 FT (3.0 M) EAST OF
 AA5181'THE EASTERLY CONCRETE BRIDGE ABUTMENT TO THE HIGHEST EASTBOUND M-14
 AA5181'OVERPASS AND 3 FT (0.9 M) SOUTH OF THE GUARDRAIL ON THE SOUTHERLY SIDE
 AA5181'OF EASTBOUND M-14. SAID STATION IS PRIMARY CONTROL MONUMENT AND IS
 AA5181'DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET
 AA5181'IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5181'SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0007B.
 AA5181
 AA5181                          STATION RECOVERY (1993)
 AA5181
 AA5181'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5181'RECOVERED AS DESCRIBED.
 AA5181
 AA5181                          STATION RECOVERY (2003)
 AA5181
 AA5181'RECOVERY NOTE BY ROWE INCORPORATED 2003 (TBM)
 AA5181'RECOVERED IN GOOD CONDITION.
 AA5181
 AA5181                          STATION RECOVERY (2006)
 AA5181
 AA5181'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (JTA)
 AA5181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5182 ***********************************************************************
 AA5182  DESIGNATION -  0007B
 AA5182  PID         -  AA5182
 AA5182  STATE/COUNTY-  MI/WASHTENAW
 AA5182  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5182
 AA5182                         *CURRENT SURVEY CONTROL
 AA5182  ___________________________________________________________________
 AA5182* NAD 83(1994)-  42 18 24.53279(N)    083 41 12.07007(W)     ADJUSTED  
 AA5182* NAVD 88     -       277.709  (meters)     911.12   (feet)  ADJUSTED  
 AA5182  ___________________________________________________________________
 AA5182  X           -     519,509.805 (meters)                     COMP
 AA5182  Y           -  -4,695,656.862 (meters)                     COMP
 AA5182  Z           -   4,271,033.047 (meters)                     COMP
 AA5182  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AA5182  ELLIP HEIGHT-         243.86  (meters)          (07/12/02) GPS OBS
 AA5182  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA5182  DYNAMIC HT  -         277.622 (meters)     910.83  (feet)  COMP
 AA5182  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 AA5182
 AA5182  HORZ ORDER  -  FIRST
 AA5182  VERT ORDER  -  SECOND    CLASS II
 AA5182  ELLP ORDER  -  FOURTH    CLASS I
 AA5182
 AA5182.The horizontal coordinates were established by GPS observations
 AA5182.and adjusted by the National Geodetic Survey in February 1997..
 AA5182
 AA5182.The orthometric height was determined by differential leveling
 AA5182.and adjusted by the National Geodetic Survey in August 1995..
 AA5182
 AA5182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5182
 AA5182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5182
 AA5182.The ellipsoidal height was determined by GPS observations
 AA5182.and is referenced to NAD 83.
 AA5182
 AA5182.The geoid height was determined by GEOID03.
 AA5182
 AA5182.The dynamic height is computed by dividing the NAVD 88
 AA5182.geopotential number by the normal gravity value computed on the
 AA5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5182.degrees latitude (g = 980.6199 gals.).
 AA5182
 AA5182.The modeled gravity was interpolated from observed gravity values.
 AA5182
 AA5182;                    North         East     Units Scale Factor Converg.
 AA5182;SPC MI S     -    89,845.853 4,056,062.473   MT  0.99995745   +0 27 45.9
 AA5182;SPC MI S     -   294,769.86 13,307,291.58   iFT  0.99995745   +0 27 45.9
 AA5182;UTM  17      - 4,687,338.403   278,559.342   MT  1.00020338   -1 48 32.9
 AA5182
 AA5182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5182!SPC MI S     -   0.99996176  x   0.99995745  =   0.99991921
 AA5182!UTM  17      -   0.99996176  x   1.00020338  =   1.00016513
 AA5182
 AA5182                          SUPERSEDED SURVEY CONTROL
 AA5182
 AA5182  ELLIP H (02/03/97)  243.89   (m)                       GP(       ) 4 1
 AA5182  NAD 83(1986)-  42 18 24.53803(N)    083 41 12.09630(W) AD(       ) 1
 AA5182
 AA5182.Superseded values are not recommended for survey control.
 AA5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5182.See file dsdata.txt to determine how the superseded data were derived.
 AA5182
 AA5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7855987338(NAD 83)
 AA5182_MARKER: DD = SURVEY DISK
 AA5182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5182_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0007B
 AA5182_MARK LOGO: MI0150
 AA5182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5182+STABILITY: SURFACE MOTION
 AA5182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5182+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AA5182
 AA5182  HISTORY     - Date     Condition        Report By
 AA5182  HISTORY     - 1993     MONUMENTED       MI0150
 AA5182  HISTORY     - 19930809 GOOD             WOOLPT
 AA5182  HISTORY     - 19931101 GOOD             WOOLPT
 AA5182  HISTORY     - 20060915 GOOD             ADVGEO
 AA5182
 AA5182                          STATION DESCRIPTION
 AA5182
 AA5182'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5182'STATION 0007B IS LOCATED ON THE NORTH SIDE OF PLYMOUTH ROAD EAST OF
 AA5182'THE US-23 BRIDGE, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5182'14, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 30 FT (9.1 M)
 AA5182'EAST OF THE EAST EDGE OF THE EASTERLY CONCRETE BRIDGE ABUTMENT AND 3
 AA5182'FT (0.9 M) NORTH OF THE GUARDRAIL ALONG THE NORTH SIDE OF PLYMOUTH
 AA5182'ROAD. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS
 AA5182'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE
 AA5182'PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5182'CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0007A.
 AA5182
 AA5182                          STATION RECOVERY (1993)
 AA5182
 AA5182'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5182'RECOVERED AS DESCRIBED.
 AA5182
 AA5182                          STATION RECOVERY (2006)
 AA5182
 AA5182'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (JTA)
 AA5182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5184 ***********************************************************************
 AA5184  DESIGNATION -  0008A
 AA5184  PID         -  AA5184
 AA5184  STATE/COUNTY-  MI/WASHTENAW
 AA5184  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5184
 AA5184                         *CURRENT SURVEY CONTROL
 AA5184  ___________________________________________________________________
 AA5184* NAD 83(1994)-  42 16 28.23592(N)    083 40 35.68736(W)     ADJUSTED  
 AA5184* NAVD 88     -       249.562  (meters)     818.77   (feet)  ADJUSTED  
 AA5184  ___________________________________________________________________
 AA5184  X           -     520,601.707 (meters)                     COMP
 AA5184  Y           -  -4,697,944.357 (meters)                     COMP
 AA5184  Z           -   4,268,359.472 (meters)                     COMP
 AA5184  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AA5184  ELLIP HEIGHT-         215.60  (meters)          (07/12/02) GPS OBS
 AA5184  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA5184  DYNAMIC HT  -         249.482 (meters)     818.51  (feet)  COMP
 AA5184  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 AA5184
 AA5184  HORZ ORDER  -  FIRST
 AA5184  VERT ORDER  -  SECOND    CLASS II
 AA5184  ELLP ORDER  -  FOURTH    CLASS I
 AA5184
 AA5184.The horizontal coordinates were established by GPS observations
 AA5184.and adjusted by the National Geodetic Survey in February 1997..
 AA5184
 AA5184.The orthometric height was determined by differential leveling
 AA5184.and adjusted by the National Geodetic Survey in August 1995..
 AA5184
 AA5184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5184
 AA5184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5184
 AA5184.The ellipsoidal height was determined by GPS observations
 AA5184.and is referenced to NAD 83.
 AA5184
 AA5184.The geoid height was determined by GEOID03.
 AA5184
 AA5184.The dynamic height is computed by dividing the NAVD 88
 AA5184.geopotential number by the normal gravity value computed on the
 AA5184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5184.degrees latitude (g = 980.6199 gals.).
 AA5184
 AA5184.The modeled gravity was interpolated from observed gravity values.
 AA5184
 AA5184;                    North         East     Units Scale Factor Converg.
 AA5184;SPC MI S     -    86,264.526 4,056,925.102   MT  0.99996325   +0 28 10.6
 AA5184;SPC MI S     -   283,020.10 13,310,121.73   iFT  0.99996325   +0 28 10.6
 AA5184;UTM  17      - 4,683,724.830   279,279.530   MT  1.00019947   -1 48 04.4
 AA5184
 AA5184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5184!SPC MI S     -   0.99996619  x   0.99996325  =   0.99992944
 AA5184!UTM  17      -   0.99996619  x   1.00019947  =   1.00016565
 AA5184
 AA5184                          SUPERSEDED SURVEY CONTROL
 AA5184
 AA5184  ELLIP H (02/03/97)  215.63   (m)                       GP(       ) 4 1
 AA5184  NAD 83(1986)-  42 16 28.24122(N)    083 40 35.71359(W) AD(       ) 1
 AA5184
 AA5184.Superseded values are not recommended for survey control.
 AA5184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5184.See file dsdata.txt to determine how the superseded data were derived.
 AA5184
 AA5184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7928083725(NAD 83)
 AA5184_MARKER: DD = SURVEY DISK
 AA5184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5184_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0008A
 AA5184_MARK LOGO: MI0150
 AA5184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5184+STABILITY: SURFACE MOTION
 AA5184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5184+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5184
 AA5184  HISTORY     - Date     Condition        Report By
 AA5184  HISTORY     - 1993     MONUMENTED       MI0150
 AA5184  HISTORY     - 19930809 GOOD             WOOLPT
 AA5184  HISTORY     - 19931101 GOOD             WOOLPT
 AA5184
 AA5184                          STATION DESCRIPTION
 AA5184
 AA5184'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5184'STATION 0008A IS LOCATED ON THE NORTH SIDE OF GEDDES ROAD AND ON THE
 AA5184'WEST SIDE OF US-23, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5184'25, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 3 FT (0.9 M)
 AA5184'NORTH OF THE GUARDRAIL ALONG THE NORTH SIDE OF GEDDES ROAD AND 3 FT
 AA5184'(0.9 M) WEST OF THE WEST EDGE OF THE CONCRETE BRIDGE ABUTMENT AT THE
 AA5184'WEST END OF THE GEDDES ROAD BRIDGE OVER US-23. SAID STATION IS A
 AA5184'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5184'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5184'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5184'1993 AND IS PAIRED WITH POINT 0008B.
 AA5184
 AA5184                          STATION RECOVERY (1993)
 AA5184
 AA5184'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5184'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5183 ***********************************************************************
 AA5183  DESIGNATION -  0008B
 AA5183  PID         -  AA5183
 AA5183  STATE/COUNTY-  MI/WASHTENAW
 AA5183  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5183
 AA5183                         *CURRENT SURVEY CONTROL
 AA5183  ___________________________________________________________________
 AA5183* NAD 83(1994)-  42 17 03.12857(N)    083 40 33.21599(W)     ADJUSTED  
 AA5183* NAVD 88     -       269.071  (meters)     882.78   (feet)  ADJUSTED  
 AA5183  ___________________________________________________________________
 AA5183  X           -     520,579.802 (meters)                     COMP
 AA5183  Y           -  -4,697,232.571 (meters)                     COMP
 AA5183  Z           -   4,269,169.201 (meters)                     COMP
 AA5183  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AA5183  ELLIP HEIGHT-         235.13  (meters)          (07/12/02) GPS OBS
 AA5183  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AA5183  DYNAMIC HT  -         268.985 (meters)     882.50  (feet)  COMP
 AA5183  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 AA5183
 AA5183  HORZ ORDER  -  FIRST
 AA5183  VERT ORDER  -  SECOND    CLASS II
 AA5183  ELLP ORDER  -  FOURTH    CLASS I
 AA5183
 AA5183.The horizontal coordinates were established by GPS observations
 AA5183.and adjusted by the National Geodetic Survey in February 1997..
 AA5183
 AA5183.The orthometric height was determined by differential leveling
 AA5183.and adjusted by the National Geodetic Survey in August 1995..
 AA5183
 AA5183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5183
 AA5183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5183
 AA5183.The ellipsoidal height was determined by GPS observations
 AA5183.and is referenced to NAD 83.
 AA5183
 AA5183.The geoid height was determined by GEOID03.
 AA5183
 AA5183.The dynamic height is computed by dividing the NAVD 88
 AA5183.geopotential number by the normal gravity value computed on the
 AA5183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5183.degrees latitude (g = 980.6199 gals.).
 AA5183
 AA5183.The modeled gravity was interpolated from observed gravity values.
 AA5183
 AA5183;                    North         East     Units Scale Factor Converg.
 AA5183;SPC MI S     -    87,341.533 4,056,972.896   MT  0.99996148   +0 28 12.3
 AA5183;SPC MI S     -   286,553.59 13,310,278.53   iFT  0.99996148   +0 28 12.3
 AA5183;UTM  17      - 4,684,799.352   279,369.986   MT  1.00019897   -1 48 03.9
 AA5183
 AA5183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5183!SPC MI S     -   0.99996312  x   0.99996148  =   0.99992461
 AA5183!UTM  17      -   0.99996312  x   1.00019897  =   1.00016209
 AA5183
 AA5183                          SUPERSEDED SURVEY CONTROL
 AA5183
 AA5183  ELLIP H (02/03/97)  235.16   (m)                       GP(       ) 4 1
 AA5183  NAD 83(1986)-  42 17 03.13382(N)    083 40 33.24222(W) AD(       ) 1
 AA5183
 AA5183.Superseded values are not recommended for survey control.
 AA5183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5183.See file dsdata.txt to determine how the superseded data were derived.
 AA5183
 AA5183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7937084799(NAD 83)
 AA5183_MARKER: DD = SURVEY DISK
 AA5183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5183_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0008B
 AA5183_MARK LOGO: MI0150
 AA5183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5183+STABILITY: SURFACE MOTION
 AA5183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5183+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5183
 AA5183  HISTORY     - Date     Condition        Report By
 AA5183  HISTORY     - 1993     MONUMENTED       MI0150
 AA5183  HISTORY     - 19930809 GOOD             WOOLPT
 AA5183  HISTORY     - 19931101 GOOD             WOOLPT
 AA5183
 AA5183                          STATION DESCRIPTION
 AA5183
 AA5183'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5183'STATION 0008B IS LOCATED ON THE EAST SIDE OF US-23, APPROXIMATELY 0.66
 AA5183'MI (1.06 KM) NORTH OF GEDDES ROAD, SAID STATION BEING IN THE SOUTHWEST
 AA5183'1/4 OF SECTION 25, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS
 AA5183'LOCATED 44 FT (13.4 M) EAST OF THE EAST EDGE OF ASPHALT OF NORTHBOUND
 AA5183'US-23, 50 FT (15.2 M) SOUTH OF THE EXTENSION OF THE NORTH-SOUTH
 AA5183'RIGHT-OF-WAY FENCE WITH THE FENCE LINE TO THE EAST AND 60 FT (18.3 M)
 AA5183'WEST OF THE RIGHT-OF-WAY FENCE. SAID STATION IS A PRIMARY CONTROL
 AA5183'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5183'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLULSH WITH THE
 AA5183'GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS
 AA5183'PAIRED WITH POINT 0008A.
 AA5183
 AA5183                          STATION RECOVERY (1993)
 AA5183
 AA5183'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5183'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5185 ***********************************************************************
 AA5185  DESIGNATION -  0009A
 AA5185  PID         -  AA5185
 AA5185  STATE/COUNTY-  MI/WASHTENAW
 AA5185  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5185
 AA5185                         *CURRENT SURVEY CONTROL
 AA5185  ___________________________________________________________________
 AA5185* NAD 83(1994)-  42 15 23.25558(N)    083 41 04.93171(W)     ADJUSTED  
 AA5185* NAVD 88     -       247.886  (meters)     813.27   (feet)  ADJUSTED  
 AA5185  ___________________________________________________________________
 AA5185  X           -     520,083.822 (meters)                     COMP
 AA5185  Y           -  -4,699,357.198 (meters)                     COMP
 AA5185  Z           -   4,266,874.509 (meters)                     COMP
 AA5185  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AA5185  ELLIP HEIGHT-         213.88  (meters)          (07/12/02) GPS OBS
 AA5185  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AA5185  DYNAMIC HT  -         247.805 (meters)     813.01  (feet)  COMP
 AA5185  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 AA5185
 AA5185  HORZ ORDER  -  FIRST
 AA5185  VERT ORDER  -  SECOND    CLASS II
 AA5185  ELLP ORDER  -  FOURTH    CLASS I
 AA5185
 AA5185.The horizontal coordinates were established by GPS observations
 AA5185.and adjusted by the National Geodetic Survey in February 1997..
 AA5185
 AA5185.The orthometric height was determined by differential leveling
 AA5185.and adjusted by the National Geodetic Survey in August 1995..
 AA5185
 AA5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5185
 AA5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5185
 AA5185.The ellipsoidal height was determined by GPS observations
 AA5185.and is referenced to NAD 83.
 AA5185
 AA5185.The geoid height was determined by GEOID03.
 AA5185
 AA5185.The dynamic height is computed by dividing the NAVD 88
 AA5185.geopotential number by the normal gravity value computed on the
 AA5185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5185.degrees latitude (g = 980.6199 gals.).
 AA5185
 AA5185.The modeled gravity was interpolated from observed gravity values.
 AA5185
 AA5185;                    North         East     Units Scale Factor Converg.
 AA5185;SPC MI S     -    84,254.225 4,056,271.256   MT  0.99996663   +0 27 50.7
 AA5185;SPC MI S     -   276,424.62 13,307,976.56   iFT  0.99996663   +0 27 50.7
 AA5185;UTM  17      - 4,681,741.542   278,546.382   MT  1.00020346   -1 48 21.8
 AA5185
 AA5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5185!SPC MI S     -   0.99996646  x   0.99996663  =   0.99993309
 AA5185!UTM  17      -   0.99996646  x   1.00020346  =   1.00016991
 AA5185
 AA5185                          SUPERSEDED SURVEY CONTROL
 AA5185
 AA5185  ELLIP H (02/03/97)  213.91   (m)                       GP(       ) 4 1
 AA5185  NAD 83(1986)-  42 15 23.26117(N)    083 41 04.95808(W) AD(       ) 1
 AA5185
 AA5185.Superseded values are not recommended for survey control.
 AA5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5185.See file dsdata.txt to determine how the superseded data were derived.
 AA5185
 AA5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7854681742(NAD 83)
 AA5185_MARKER: DD = SURVEY DISK
 AA5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5185_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0009A
 AA5185_MARK LOGO: MI0150
 AA5185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5185+STABILITY: SURFACE MOTION
 AA5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5185+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5185
 AA5185  HISTORY     - Date     Condition        Report By
 AA5185  HISTORY     - 1993     MONUMENTED       MI0150
 AA5185  HISTORY     - 19930809 GOOD             WOOLPT
 AA5185  HISTORY     - 19931101 GOOD             WOOLPT
 AA5185
 AA5185                          STATION DESCRIPTION
 AA5185
 AA5185'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5185'STATION 0009A IS LOCATED AT THE US-23 AND WASHTENAW AVENUE
 AA5185'INTERCHANGE, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 2,
 AA5185'PITTSFIELD TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5185'LOCATED 150 FT (45.7 M) WEST OF THE WEST EDGE OF THE SOUTHBOUND LANES
 AA5185'OF US-23 AND 80 FT (24.4 M) NORTH OF THE NORTH EDGE OF ASPHALT OF THE
 AA5185'SOUTHBOUND ENTRANCE TO US-23 FROM WESTBOUND WASHTENAW AVENUE. SAID
 AA5185'STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993
 AA5185'EDITION OF THE CITY OF ANN ARBOR BRASS DISC SET IN CONCRETE PER DETAIL
 AA5185'I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5185'ARBOR IN 1993 AND IS PAIRED WITH POINT 0009B.
 AA5185
 AA5185                          STATION RECOVERY (1993)
 AA5185
 AA5185'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5185'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5188 ***********************************************************************
 AA5188  DESIGNATION -  0009B
 AA5188  PID         -  AA5188
 AA5188  STATE/COUNTY-  MI/WASHTENAW
 AA5188  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5188
 AA5188                         *CURRENT SURVEY CONTROL
 AA5188  ___________________________________________________________________
 AA5188* NAD 83(1994)-  42 14 44.48266(N)    083 40 59.82640(W)     ADJUSTED  
 AA5188* NAVD 88     -       257.760  (meters)     845.67   (feet)  ADJUSTED  
 AA5188  ___________________________________________________________________
 AA5188  X           -     520,289.443 (meters)                     COMP
 AA5188  Y           -  -4,700,151.096 (meters)                     COMP
 AA5188  Z           -   4,265,995.551 (meters)                     COMP
 AA5188  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AA5188  ELLIP HEIGHT-         223.71  (meters)          (07/12/02) GPS OBS
 AA5188  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AA5188  DYNAMIC HT  -         257.676 (meters)     845.39  (feet)  COMP
 AA5188  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 AA5188
 AA5188  HORZ ORDER  -  FIRST
 AA5188  VERT ORDER  -  SECOND    CLASS II
 AA5188  ELLP ORDER  -  FOURTH    CLASS I
 AA5188
 AA5188.The horizontal coordinates were established by GPS observations
 AA5188.and adjusted by the National Geodetic Survey in February 1997..
 AA5188
 AA5188.The orthometric height was determined by differential leveling
 AA5188.and adjusted by the National Geodetic Survey in August 1995..
 AA5188
 AA5188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5188
 AA5188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5188
 AA5188.The ellipsoidal height was determined by GPS observations
 AA5188.and is referenced to NAD 83.
 AA5188
 AA5188.The geoid height was determined by GEOID03.
 AA5188
 AA5188.The dynamic height is computed by dividing the NAVD 88
 AA5188.geopotential number by the normal gravity value computed on the
 AA5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5188.degrees latitude (g = 980.6199 gals.).
 AA5188
 AA5188.The modeled gravity was interpolated from observed gravity values.
 AA5188
 AA5188;                    North         East     Units Scale Factor Converg.
 AA5188;SPC MI S     -    83,058.912 4,056,397.979   MT  0.99996869   +0 27 54.2
 AA5188;SPC MI S     -   272,502.99 13,308,392.32   iFT  0.99996869   +0 27 54.2
 AA5188;UTM  17      - 4,680,541.865   278,625.680   MT  1.00020303   -1 48 17.0
 AA5188
 AA5188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5188!SPC MI S     -   0.99996492  x   0.99996869  =   0.99993361
 AA5188!UTM  17      -   0.99996492  x   1.00020303  =   1.00016794
 AA5188
 AA5188                          SUPERSEDED SURVEY CONTROL
 AA5188
 AA5188  ELLIP H (02/03/97)  223.74   (m)                       GP(       ) 4 1
 AA5188  NAD 83(1986)-  42 14 44.48849(N)    083 40 59.85283(W) AD(       ) 1
 AA5188
 AA5188.Superseded values are not recommended for survey control.
 AA5188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5188.See file dsdata.txt to determine how the superseded data were derived.
 AA5188
 AA5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7862680542(NAD 83)
 AA5188_MARKER: DD = SURVEY DISK
 AA5188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5188_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0009B
 AA5188_MARK LOGO: MI0150
 AA5188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5188+STABILITY: SURFACE MOTION
 AA5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5188+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2003
 AA5188
 AA5188  HISTORY     - Date     Condition        Report By
 AA5188  HISTORY     - 1993     MONUMENTED       MI0150
 AA5188  HISTORY     - 19930809 GOOD             WOOLPT
 AA5188  HISTORY     - 19931101 GOOD             WOOLPT
 AA5188  HISTORY     - 20031028 GOOD             USPSQD
 AA5188
 AA5188                          STATION DESCRIPTION
 AA5188
 AA5188'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5188'STATION 0009B IS LOCATED ON THE NORTH SIDE OF PACKARD ROAD ON THE EAST
 AA5188'SIDE OF US-23, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 2,
 AA5188'PITTSFIELD TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5188'LOCATED 5 FT (1.5 M) NORTH OF THE NORTH EDGE OF THE NORTHERLY CONCRETE
 AA5188'BRIDGE ABUTMENT OF NORTHBOUND US-23 OVER PACKARD ROAD AND 7 FT (2.1 M)
 AA5188'EAST OF THE GUARDRAIL ALONG THE EAST SIDE OF US-23. SAID STATION IS A
 AA5188'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5188'CITY OF ANN ARBOR BRASS DISC SET IN CONCRETE PER DETAIL I AND IS FLUSH
 AA5188'WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993
 AA5188'AND IS PAIRED WITH POINT 0009A.
 AA5188
 AA5188                          STATION RECOVERY (1993)
 AA5188
 AA5188'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5188'RECOVERED AS DESCRIBED.
 AA5188
 AA5188                          STATION RECOVERY (2003)
 AA5188
 AA5188'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5189 ***********************************************************************
 AA5189  DESIGNATION -  0010B
 AA5189  PID         -  AA5189
 AA5189  STATE/COUNTY-  MI/WASHTENAW
 AA5189  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5189
 AA5189                         *CURRENT SURVEY CONTROL
 AA5189  ___________________________________________________________________
 AA5189* NAD 83(1994)-  42 13 47.62790(N)    083 42 43.36063(W)     ADJUSTED  
 AA5189* NAVD 88     -       258.388  (meters)     847.73   (feet)  ADJUSTED  
 AA5189  ___________________________________________________________________
 AA5189  X           -     518,059.352 (meters)                     COMP
 AA5189  Y           -  -4,701,584.253 (meters)                     COMP
 AA5189  Z           -   4,264,697.108 (meters)                     COMP
 AA5189  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AA5189  ELLIP HEIGHT-         224.28  (meters)          (07/12/02) GPS OBS
 AA5189  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AA5189  DYNAMIC HT  -         258.305 (meters)     847.46  (feet)  COMP
 AA5189  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 AA5189
 AA5189  HORZ ORDER  -  FIRST
 AA5189  VERT ORDER  -  SECOND    CLASS II
 AA5189  ELLP ORDER  -  FOURTH    CLASS I
 AA5189
 AA5189.The horizontal coordinates were established by GPS observations
 AA5189.and adjusted by the National Geodetic Survey in February 1997..
 AA5189
 AA5189.The orthometric height was determined by differential leveling
 AA5189.and adjusted by the National Geodetic Survey in August 1995..
 AA5189
 AA5189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5189
 AA5189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5189
 AA5189.The ellipsoidal height was determined by GPS observations
 AA5189.and is referenced to NAD 83.
 AA5189
 AA5189.The geoid height was determined by GEOID03.
 AA5189
 AA5189.The dynamic height is computed by dividing the NAVD 88
 AA5189.geopotential number by the normal gravity value computed on the
 AA5189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5189.degrees latitude (g = 980.6199 gals.).
 AA5189
 AA5189.The modeled gravity was interpolated from observed gravity values.
 AA5189
 AA5189;                    North         East     Units Scale Factor Converg.
 AA5189;SPC MI S     -    81,285.905 4,054,038.208   MT  0.99997178   +0 26 43.8
 AA5189;SPC MI S     -   266,686.04 13,300,650.29   iFT  0.99997178   +0 26 43.8
 AA5189;UTM  17      - 4,678,863.290   276,196.971   MT  1.00021633   -1 49 24.7
 AA5189
 AA5189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5189!SPC MI S     -   0.99996483  x   0.99997178  =   0.99993661
 AA5189!UTM  17      -   0.99996483  x   1.00021633  =   1.00018115
 AA5189
 AA5189|---------------------------------------------------------------------|
 AA5189| PID    Reference Object                     Distance      Geod. Az  |
 AA5189|                                                           dddmmss.s |
 AA5189| AA5193 81201 AZ MK                         142.613 METERS 08741     |
 AA5189|---------------------------------------------------------------------|
 AA5189
 AA5189                          SUPERSEDED SURVEY CONTROL
 AA5189
 AA5189  ELLIP H (02/03/97)  224.30   (m)                       GP(       ) 4 1
 AA5189  NAD 83(1986)-  42 13 47.63375(N)    083 42 43.38718(W) AD(       ) 1
 AA5189
 AA5189.Superseded values are not recommended for survey control.
 AA5189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5189.See file dsdata.txt to determine how the superseded data were derived.
 AA5189
 AA5189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7619778863(NAD 83)
 AA5189_MARKER: DD = SURVEY DISK
 AA5189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5189_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0010B
 AA5189_MARK LOGO: MI0150
 AA5189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5189+STABILITY: SURFACE MOTION
 AA5189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5189+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5189
 AA5189  HISTORY     - Date     Condition        Report By
 AA5189  HISTORY     - 1993     MONUMENTED       MI0150
 AA5189  HISTORY     - 19930809 GOOD             WOOLPT
 AA5189  HISTORY     - 19931101 GOOD             WOOLPT
 AA5189  HISTORY     - 20020316 GOOD             USPSQD
 AA5189
 AA5189                          STATION DESCRIPTION
 AA5189
 AA5189'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5189'STATION 0010B IS LOCATED ON THE SOUTH SIDE OF ELLSWORTH ROAD AND IS
 AA5189'628.94 FT (191.70 M) SOUTHWEST OF THE NORTH 1/4 CORNER OF SECTION 15,
 AA5189'PITTSFIELD TOWNSHIP, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5189'SECTION 15, PITTSFIELD TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5189'THE STATION IS LOCATED 16.5 FT (5.0 M) SOUTH OF THE SOUTH EDGE OF THE
 AA5189'ASPHALT OF ELLSWORTH ROAD AND 182 FT (55.5 M) EAST OF THE JOG IN THE
 AA5189'FENCE LINE ALONG ELLSWORTH ROAD. SAID STATION IS A PRIMARY CONTROL
 AA5189'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5189'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5189'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH
 AA5189'POINT 0010A, OTHERWISE KNOWN AS 81201.
 AA5189
 AA5189                          STATION RECOVERY (1993)
 AA5189
 AA5189'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5189'RECOVERED AS DESCRIBED.
 AA5189
 AA5189                          STATION RECOVERY (2002)
 AA5189
 AA5189'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEB)
 AA5189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5162 ***********************************************************************
 AA5162  DESIGNATION -  0011A
 AA5162  PID         -  AA5162
 AA5162  STATE/COUNTY-  MI/WASHTENAW
 AA5162  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5162
 AA5162                         *CURRENT SURVEY CONTROL
 AA5162  ___________________________________________________________________
 AA5162* NAD 83(1994)-  42 14 33.41113(N)    083 44 21.20367(W)     ADJUSTED  
 AA5162* NAVD 88     -       261.750  (meters)     858.76   (feet)  ADJUSTED  
 AA5162  ___________________________________________________________________
 AA5162  X           -     515,725.787 (meters)                     COMP
 AA5162  Y           -  -4,700,888.062 (meters)                     COMP
 AA5162  Z           -   4,265,745.340 (meters)                     COMP
 AA5162  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AA5162  ELLIP HEIGHT-         227.71  (meters)          (07/12/02) GPS OBS
 AA5162  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AA5162  DYNAMIC HT  -         261.667 (meters)     858.49  (feet)  COMP
 AA5162  MODELED GRAV-     980,295.9   (mgal)                       NAVD 88
 AA5162
 AA5162  HORZ ORDER  -  FIRST
 AA5162  VERT ORDER  -  SECOND    CLASS II
 AA5162  ELLP ORDER  -  FOURTH    CLASS I
 AA5162
 AA5162.The horizontal coordinates were established by GPS observations
 AA5162.and adjusted by the National Geodetic Survey in February 1997..
 AA5162
 AA5162.The orthometric height was determined by differential leveling
 AA5162.and adjusted by the National Geodetic Survey in August 1995..
 AA5162
 AA5162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5162
 AA5162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5162
 AA5162.The ellipsoidal height was determined by GPS observations
 AA5162.and is referenced to NAD 83.
 AA5162
 AA5162.The geoid height was determined by GEOID03.
 AA5162
 AA5162.The dynamic height is computed by dividing the NAVD 88
 AA5162.geopotential number by the normal gravity value computed on the
 AA5162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5162.degrees latitude (g = 980.6199 gals.).
 AA5162
 AA5162.The modeled gravity was interpolated from observed gravity values.
 AA5162
 AA5162;                    North         East     Units Scale Factor Converg.
 AA5162;SPC MI S     -    82,681.382 4,051,784.163   MT  0.99996929   +0 25 37.2
 AA5162;SPC MI S     -   271,264.38 13,293,255.13   iFT  0.99996929   +0 25 37.2
 AA5162;UTM  17      - 4,680,347.293   273,999.392   MT  1.00022850   -1 50 32.2
 AA5162
 AA5162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5162!SPC MI S     -   0.99996429  x   0.99996929  =   0.99993358
 AA5162!UTM  17      -   0.99996429  x   1.00022850  =   1.00019278
 AA5162
 AA5162:                Primary Azimuth Mark                     Grid Az
 AA5162:SPC MI S     -  0011B                                    178 48 43.0
 AA5162:UTM  17      -  0011B                                    181 04 52.4
 AA5162
 AA5162|---------------------------------------------------------------------|
 AA5162| PID    Reference Object                     Distance      Geod. Az  |
 AA5162|                                                           dddmmss.s |
 AA5162| AA5163 0011B                               APPROX. 0.6 KM 1791420.2 |
 AA5162|---------------------------------------------------------------------|
 AA5162
 AA5162                          SUPERSEDED SURVEY CONTROL
 AA5162
 AA5162  ELLIP H (02/03/97)  227.73   (m)                       GP(       ) 4 1
 AA5162  NAD 83(1986)-  42 14 33.41676(N)    083 44 21.23009(W) AD(       ) 1
 AA5162
 AA5162.Superseded values are not recommended for survey control.
 AA5162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5162.See file dsdata.txt to determine how the superseded data were derived.
 AA5162
 AA5162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7399980347(NAD 83)
 AA5162_MARKER: DD = SURVEY DISK
 AA5162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5162_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0011A
 AA5162_MARK LOGO: MI0150
 AA5162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5162+STABILITY: SURFACE MOTION
 AA5162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5162+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5162
 AA5162  HISTORY     - Date     Condition        Report By
 AA5162  HISTORY     - 1993     MONUMENTED       MI0150
 AA5162  HISTORY     - 19930809 GOOD             WOOLPT
 AA5162  HISTORY     - 19931101 GOOD             WOOLPT
 AA5162  HISTORY     - 20010331 GOOD             NGS
 AA5162
 AA5162                          STATION DESCRIPTION
 AA5162
 AA5162'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5162'STATION 0011A IS LOCATED AT SOUTH STATE STREET AND MALL ROAD, SAID
 AA5162'STATION BEING IN THE NORTHEAST 1/4 OF SECTION 8, PITTSFIELD TOWNSHIP
 AA5162'IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED IN THE
 AA5162'GRASS TRAFFIC ISLAND BETWEEN NORTHBOUND AND SOUTHBOUND SOUTH STATE
 AA5162'STREET AT MALL DRIVE, ALSO DESCRIBED AS BEING 10 FT (3.0 M) NORTHWEST
 AA5162'OF THE SOUTHERLY BACK OF CURB AND 26 FT (7.9 M) EAST OF THE WEST BACK
 AA5162'OF CURB OF SAID ISLAND. SAID STATION IS A PRIMARY CONTROL MONUMENT AND
 AA5162'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5162'SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT
 AA5162'WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT
 AA5162'0011B.
 AA5162
 AA5162                          STATION RECOVERY (1993)
 AA5162
 AA5162'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5162'RECOVERED AS DESCRIBED.
 AA5162
 AA5162                          STATION RECOVERY (2001)
 AA5162
 AA5162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5163 ***********************************************************************
 AA5163  DESIGNATION -  0011B
 AA5163  PID         -  AA5163
 AA5163  STATE/COUNTY-  MI/WASHTENAW
 AA5163  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5163
 AA5163                         *CURRENT SURVEY CONTROL
 AA5163  ___________________________________________________________________
 AA5163* NAD 83(1994)-  42 14 14.31912(N)    083 44 20.86238(W)     ADJUSTED  
 AA5163* NAVD 88     -       263.242  (meters)     863.65   (feet)  ADJUSTED  
 AA5163  ___________________________________________________________________
 AA5163  X           -     515,776.871 (meters)                     COMP
 AA5163  Y           -  -4,701,281.939 (meters)                     COMP
 AA5163  Z           -   4,265,310.186 (meters)                     COMP
 AA5163  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 AA5163  ELLIP HEIGHT-         229.17  (meters)          (07/12/02) GPS OBS
 AA5163  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AA5163  DYNAMIC HT  -         263.158 (meters)     863.38  (feet)  COMP
 AA5163  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 AA5163
 AA5163  HORZ ORDER  -  FIRST
 AA5163  VERT ORDER  -  SECOND    CLASS II
 AA5163  ELLP ORDER  -  FOURTH    CLASS I
 AA5163
 AA5163.The horizontal coordinates were established by GPS observations
 AA5163.and adjusted by the National Geodetic Survey in February 1997..
 AA5163
 AA5163.The orthometric height was determined by differential leveling
 AA5163.and adjusted by the National Geodetic Survey in August 1995..
 AA5163
 AA5163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5163
 AA5163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5163
 AA5163.The ellipsoidal height was determined by GPS observations
 AA5163.and is referenced to NAD 83.
 AA5163
 AA5163.The geoid height was determined by GEOID03.
 AA5163
 AA5163.The dynamic height is computed by dividing the NAVD 88
 AA5163.geopotential number by the normal gravity value computed on the
 AA5163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5163.degrees latitude (g = 980.6199 gals.).
 AA5163
 AA5163.The modeled gravity was interpolated from observed gravity values.
 AA5163
 AA5163;                    North         East     Units Scale Factor Converg.
 AA5163;SPC MI S     -    82,092.391 4,051,796.378   MT  0.99997032   +0 25 37.4
 AA5163;SPC MI S     -   269,331.99 13,293,295.20   iFT  0.99997032   +0 25 37.4
 AA5163;UTM  17      - 4,679,758.128   273,988.273   MT  1.00022856   -1 50 31.3
 AA5163
 AA5163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5163!SPC MI S     -   0.99996406  x   0.99997032  =   0.99993438
 AA5163!UTM  17      -   0.99996406  x   1.00022856  =   1.00019261
 AA5163
 AA5163:                Primary Azimuth Mark                     Grid Az
 AA5163:SPC MI S     -  0011A                                    358 48 43.0
 AA5163:UTM  17      -  0011A                                    001 04 51.7
 AA5163
 AA5163|---------------------------------------------------------------------|
 AA5163| PID    Reference Object                     Distance      Geod. Az  |
 AA5163|                                                           dddmmss.s |
 AA5163| AA5162 0011A                               APPROX. 0.6 KM 3591420.4 |
 AA5163|---------------------------------------------------------------------|
 AA5163
 AA5163                          SUPERSEDED SURVEY CONTROL
 AA5163
 AA5163  ELLIP H (02/03/97)  229.19   (m)                       GP(       ) 4 1
 AA5163  NAD 83(1986)-  42 14 14.32497(N)    083 44 20.88890(W) AD(       ) 1
 AA5163
 AA5163.Superseded values are not recommended for survey control.
 AA5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5163.See file dsdata.txt to determine how the superseded data were derived.
 AA5163
 AA5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7398879758(NAD 83)
 AA5163_MARKER: DD = SURVEY DISK
 AA5163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5163_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0011B
 AA5163_MARK LOGO: MI0150
 AA5163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5163+STABILITY: SURFACE MOTION
 AA5163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5163+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5163
 AA5163  HISTORY     - Date     Condition        Report By
 AA5163  HISTORY     - 1993     MONUMENTED       MI0150
 AA5163  HISTORY     - 19930809 GOOD             WOOLPT
 AA5163  HISTORY     - 19931101 GOOD             WOOLPT
 AA5163  HISTORY     - 20010331 GOOD             NGS
 AA5163
 AA5163                          STATION DESCRIPTION
 AA5163
 AA5163'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5163'STATION 0011B IS LOCATED ON SOUTH STATE STREET AT I-94, SAID STATION
 AA5163'BEING IN THE NORTHEAST 1/4 OF SECTION 8, PITTSFIELD TOWNSHIP IN THE
 AA5163'CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED IN THE ASPHALT
 AA5163'TRAFFIC ISLAND 10.6 FT (3.2 M) NORTH OF THE CONCRETE TRAFFIC ISLAND IN
 AA5163'THE MIDDLE OF SOUTH STATE STREET ON THE NORTH SIDE OF THE BRIDGE OVER
 AA5163'I-94. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS
 AA5163'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE
 AA5163'PER DETAIL I AND IS ACCESSED BY A MONUMENT BOX SET FLUSH WITH THE
 AA5163'ASPHALT TRAFFIC ISLAND SURFACE. THIS POINT WAS SET BY THE CITY OF ANN
 AA5163'ARBOR IN 1993 AND IS PAIRED WITH POINT 0011A.
 AA5163
 AA5163                          STATION RECOVERY (1993)
 AA5163
 AA5163'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5163'RECOVERED AS DESCRIBED.
 AA5163
 AA5163                          STATION RECOVERY (2001)
 AA5163
 AA5163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5176 ***********************************************************************
 AA5176  DESIGNATION -  0013A
 AA5176  PID         -  AA5176
 AA5176  STATE/COUNTY-  MI/WASHTENAW
 AA5176  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5176
 AA5176                         *CURRENT SURVEY CONTROL
 AA5176  ___________________________________________________________________
 AA5176* NAD 83(1994)-  42 16 53.23435(N)    083 44 59.10454(W)     ADJUSTED  
 AA5176* NAVD 88     -       252.716  (meters)     829.12   (feet)  ADJUSTED  
 AA5176  ___________________________________________________________________
 AA5176  X           -     514,545.385 (meters)                     COMP
 AA5176  Y           -  -4,698,091.908 (meters)                     COMP
 AA5176  Z           -   4,268,932.351 (meters)                     COMP
 AA5176  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AA5176  ELLIP HEIGHT-         218.81  (meters)          (07/12/02) GPS OBS
 AA5176  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AA5176  DYNAMIC HT  -         252.636 (meters)     828.86  (feet)  COMP
 AA5176  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 AA5176
 AA5176  HORZ ORDER  -  FIRST
 AA5176  VERT ORDER  -  SECOND    CLASS II
 AA5176  ELLP ORDER  -  FOURTH    CLASS I
 AA5176
 AA5176.The horizontal coordinates were established by GPS observations
 AA5176.and adjusted by the National Geodetic Survey in February 1997..
 AA5176
 AA5176.The orthometric height was determined by differential leveling
 AA5176.and adjusted by the National Geodetic Survey in August 1995..
 AA5176
 AA5176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5176
 AA5176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5176
 AA5176.The ellipsoidal height was determined by GPS observations
 AA5176.and is referenced to NAD 83.
 AA5176
 AA5176.The geoid height was determined by GEOID03.
 AA5176
 AA5176.The dynamic height is computed by dividing the NAVD 88
 AA5176.geopotential number by the normal gravity value computed on the
 AA5176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5176.degrees latitude (g = 980.6199 gals.).
 AA5176
 AA5176.The modeled gravity was interpolated from observed gravity values.
 AA5176
 AA5176;                    North         East     Units Scale Factor Converg.
 AA5176;SPC MI S     -    86,988.957 4,050,883.670   MT  0.99996198   +0 25 11.4
 AA5176;SPC MI S     -   285,396.84 13,290,300.75   iFT  0.99996198   +0 25 11.4
 AA5176;UTM  17      - 4,684,688.303   273,270.023   MT  1.00023256   -1 51 02.7
 AA5176
 AA5176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5176!SPC MI S     -   0.99996568  x   0.99996198  =   0.99992767
 AA5176!UTM  17      -   0.99996568  x   1.00023256  =   1.00019824
 AA5176
 AA5176                          SUPERSEDED SURVEY CONTROL
 AA5176
 AA5176  ELLIP H (02/03/97)  218.83   (m)                       GP(       ) 4 1
 AA5176  NAD 83(1986)-  42 16 53.23958(N)    083 44 59.13084(W) AD(       ) 1
 AA5176
 AA5176.Superseded values are not recommended for survey control.
 AA5176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5176.See file dsdata.txt to determine how the superseded data were derived.
 AA5176
 AA5176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7327084688(NAD 83)
 AA5176_MARKER: DD = SURVEY DISK
 AA5176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5176_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0013A
 AA5176_MARK LOGO: MI0150
 AA5176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5176+STABILITY: SURFACE MOTION
 AA5176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5176+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5176
 AA5176  HISTORY     - Date     Condition        Report By
 AA5176  HISTORY     - 1993     MONUMENTED       MI0150
 AA5176  HISTORY     - 19930809 GOOD             WOOLPT
 AA5176  HISTORY     - 19931101 GOOD             WOOLPT
 AA5176  HISTORY     - 20010331 GOOD             NGS
 AA5176
 AA5176                          STATION DESCRIPTION
 AA5176
 AA5176'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5176'STATION 0013A IS LOCATED AT WEST HURON STREET AND ASHLEY STREET, SAID
 AA5176'STATION BEING IN THE NORTHEAST 1/4 OF SECTION 29, ANN ARBOR TOWNSHIP
 AA5176'IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED AT THE
 AA5176'CENTERLINE OF WEST HURON STREET AND ASHLEY STREET. SAID STATION IS A
 AA5176'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5176'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5176'ACCESSED BY A MONUMENT BOX SET FLUSH WITH THE ASPHALT. THIS POINT WAS
 AA5176'SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0013B.
 AA5176
 AA5176                          STATION RECOVERY (1993)
 AA5176
 AA5176'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5176'RECOVERED AS DESCRIBED.
 AA5176
 AA5176                          STATION RECOVERY (2001)
 AA5176
 AA5176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5172 ***********************************************************************
 AA5172  DESIGNATION -  0013B
 AA5172  PID         -  AA5172
 AA5172  STATE/COUNTY-  MI/WASHTENAW
 AA5172  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5172
 AA5172                         *CURRENT SURVEY CONTROL
 AA5172  ___________________________________________________________________
 AA5172* NAD 83(1994)-  42 16 55.14865(N)    083 45 57.38688(W)     ADJUSTED  
 AA5172* NAVD 88     -       266.381  (meters)     873.95   (feet)  ADJUSTED  
 AA5172  ___________________________________________________________________
 AA5172  X           -     513,214.653 (meters)                     COMP
 AA5172  Y           -  -4,698,207.675 (meters)                     COMP
 AA5172  Z           -   4,268,985.262 (meters)                     COMP
 AA5172  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AA5172  ELLIP HEIGHT-         232.50  (meters)          (07/12/02) GPS OBS
 AA5172  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AA5172  DYNAMIC HT  -         266.296 (meters)     873.67  (feet)  COMP
 AA5172  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 AA5172
 AA5172  HORZ ORDER  -  FIRST
 AA5172  VERT ORDER  -  SECOND    CLASS II
 AA5172  ELLP ORDER  -  FOURTH    CLASS I
 AA5172
 AA5172.The horizontal coordinates were established by GPS observations
 AA5172.and adjusted by the National Geodetic Survey in February 1997..
 AA5172
 AA5172.The orthometric height was determined by differential leveling
 AA5172.and adjusted by the National Geodetic Survey in August 1995..
 AA5172
 AA5172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5172
 AA5172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5172
 AA5172.The ellipsoidal height was determined by GPS observations
 AA5172.and is referenced to NAD 83.
 AA5172
 AA5172.The geoid height was determined by GEOID03.
 AA5172
 AA5172.The dynamic height is computed by dividing the NAVD 88
 AA5172.geopotential number by the normal gravity value computed on the
 AA5172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5172.degrees latitude (g = 980.6199 gals.).
 AA5172
 AA5172.The modeled gravity was interpolated from observed gravity values.
 AA5172
 AA5172;                    North         East     Units Scale Factor Converg.
 AA5172;SPC MI S     -    87,038.363 4,049,547.945   MT  0.99996188   +0 24 31.7
 AA5172;SPC MI S     -   285,558.93 13,285,918.45   iFT  0.99996188   +0 24 31.7
 AA5172;UTM  17      - 4,684,790.618   271,936.939   MT  1.00024002   -1 51 42.0
 AA5172
 AA5172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5172!SPC MI S     -   0.99996354  x   0.99996188  =   0.99992542
 AA5172!UTM  17      -   0.99996354  x   1.00024002  =   1.00020355
 AA5172
 AA5172                          SUPERSEDED SURVEY CONTROL
 AA5172
 AA5172  ELLIP H (02/03/97)  232.52   (m)                       GP(       ) 4 1
 AA5172  NAD 83(1986)-  42 16 55.15373(N)    083 45 57.41301(W) AD(       ) 1
 AA5172
 AA5172.Superseded values are not recommended for survey control.
 AA5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5172.See file dsdata.txt to determine how the superseded data were derived.
 AA5172
 AA5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7193784791(NAD 83)
 AA5172_MARKER: DD = SURVEY DISK
 AA5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5172_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0013B
 AA5172_MARK LOGO: MI0150
 AA5172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5172+STABILITY: SURFACE MOTION
 AA5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5172+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5172
 AA5172  HISTORY     - Date     Condition        Report By
 AA5172  HISTORY     - 1993     MONUMENTED       MI0150
 AA5172  HISTORY     - 19930809 GOOD             WOOLPT
 AA5172  HISTORY     - 19931101 GOOD             WOOLPT
 AA5172
 AA5172                          STATION DESCRIPTION
 AA5172
 AA5172'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5172'STATION 0013B IS LOCATED IN THE GRASS TRAFFIC ISLAND AT THE
 AA5172'INTERSECTION OF DEXTER AVENUE AND JACKSON AVENUE, SAID STATION BEING
 AA5172'IN THE NORTHEAST 1/4 OF SECTION 30, ANN ARBOR TOWNSHIP IN THE CITY OF
 AA5172'ANN ARBOR, MICHIGAN. THE STATION IS LOCATED 4.5 FT (1.4 M) NORTH OF
 AA5172'THE BACK OF CURB ALONG THE SOUTHERLY SIDE OF THE TRAFFIC ISLAND, 3.5
 AA5172'FT (1.1 M) WEST OF THE BACK OF CURB OF THE EASTERLY TRAFFIC ISLAND
 AA5172'BULLNOSE AND 38.01 FT (11.59 M) EASTERLY OF THE FIRE HYDRANT. SAID
 AA5172'STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993
 AA5172'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER
 AA5172'DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY
 AA5172'OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0013A.
 AA5172
 AA5172                          STATION RECOVERY (1993)
 AA5172
 AA5172'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5172'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5177 ***********************************************************************
 AA5177  DESIGNATION -  0014A
 AA5177  PID         -  AA5177
 AA5177  STATE/COUNTY-  MI/WASHTENAW
 AA5177  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5177
 AA5177                         *CURRENT SURVEY CONTROL
 AA5177  ___________________________________________________________________
 AA5177* NAD 83(1994)-  42 17 13.16235(N)    083 43 57.32202(W)     ADJUSTED  
 AA5177* NAVD 88     -       239.613  (meters)     786.13   (feet)  ADJUSTED  
 AA5177  ___________________________________________________________________
 AA5177  X           -     515,906.361 (meters)                     COMP
 AA5177  Y           -  -4,697,516.710 (meters)                     COMP
 AA5177  Z           -   4,269,378.459 (meters)                     COMP
 AA5177  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AA5177  ELLIP HEIGHT-         205.72  (meters)          (07/12/02) GPS OBS
 AA5177  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5177  DYNAMIC HT  -         239.538 (meters)     785.88  (feet)  COMP
 AA5177  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 AA5177
 AA5177  HORZ ORDER  -  FIRST
 AA5177  VERT ORDER  -  SECOND    CLASS II
 AA5177  ELLP ORDER  -  FOURTH    CLASS I
 AA5177
 AA5177.The horizontal coordinates were established by GPS observations
 AA5177.and adjusted by the National Geodetic Survey in February 1997..
 AA5177
 AA5177.The orthometric height was determined by differential leveling
 AA5177.and adjusted by the National Geodetic Survey in August 1995..
 AA5177
 AA5177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5177
 AA5177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5177
 AA5177.The ellipsoidal height was determined by GPS observations
 AA5177.and is referenced to NAD 83.
 AA5177
 AA5177.The geoid height was determined by GEOID03.
 AA5177
 AA5177.The dynamic height is computed by dividing the NAVD 88
 AA5177.geopotential number by the normal gravity value computed on the
 AA5177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5177.degrees latitude (g = 980.6199 gals.).
 AA5177
 AA5177.The modeled gravity was interpolated from observed gravity values.
 AA5177
 AA5177;                    North         East     Units Scale Factor Converg.
 AA5177;SPC MI S     -    87,614.315 4,052,294.532   MT  0.99996097   +0 25 53.4
 AA5177;SPC MI S     -   287,448.54 13,294,929.57   iFT  0.99996097   +0 25 53.4
 AA5177;UTM  17      - 4,685,257.422   274,704.938   MT  1.00022457   -1 50 21.8
 AA5177
 AA5177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5177!SPC MI S     -   0.99996774  x   0.99996097  =   0.99992871
 AA5177!UTM  17      -   0.99996774  x   1.00022457  =   1.00019230
 AA5177
 AA5177                          SUPERSEDED SURVEY CONTROL
 AA5177
 AA5177  ELLIP H (02/03/97)  205.75   (m)                       GP(       ) 4 1
 AA5177  NAD 83(1986)-  42 17 13.16757(N)    083 43 57.34825(W) AD(       ) 1
 AA5177
 AA5177.Superseded values are not recommended for survey control.
 AA5177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5177.See file dsdata.txt to determine how the superseded data were derived.
 AA5177
 AA5177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7470585257(NAD 83)
 AA5177_MARKER: DD = SURVEY DISK
 AA5177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5177_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0014A
 AA5177_MARK LOGO: MI0150
 AA5177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5177+STABILITY: SURFACE MOTION
 AA5177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5177+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5177
 AA5177  HISTORY     - Date     Condition        Report By
 AA5177  HISTORY     - 1993     MONUMENTED       MI0150
 AA5177  HISTORY     - 19930809 GOOD             WOOLPT
 AA5177  HISTORY     - 19931101 GOOD             WOOLPT
 AA5177
 AA5177                          STATION DESCRIPTION
 AA5177
 AA5177'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5177'STATION 0014A IS LOCATED ON THE EASTERLY SIDE OF MAIDEN LANE
 AA5177'APPROXIMATELY 140 FT (42.7 M) NORTHERLY OF THE NORTHERLY BACK OF CURB
 AA5177'OF FULLER ROAD, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 21,
 AA5177'ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5177'LOCATED 5 FT (1.5 M) EASTERLY OF THE EASTERLY EDGE OF THE STONE WALL
 AA5177'AND 71 FT (21.6 M) SOUTHEASTERLY OF THE SOUTHERLY MOST POINT OF THE
 AA5177'CONCRETE BRIDGE ABUTMENT ON THE EASTERLY SIDE OF MAIDEN LANE. SAID
 AA5177'STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993
 AA5177'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER
 AA5177'DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY
 AA5177'OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT 0014B.
 AA5177
 AA5177                          STATION RECOVERY (1993)
 AA5177
 AA5177'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5191 ***********************************************************************
 AA5191  DESIGNATION -  0014B
 AA5191  PID         -  AA5191
 AA5191  STATE/COUNTY-  MI/WASHTENAW
 AA5191  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5191
 AA5191                         *CURRENT SURVEY CONTROL
 AA5191  ___________________________________________________________________
 AA5191* NAD 83(1994)-  42 17 11.00210(N)    083 43 32.81940(W)     ADJUSTED  
 AA5191* NAVD 88     -       230.251  (meters)     755.42   (feet)  ADJUSTED  
 AA5191  ___________________________________________________________________
 AA5191  X           -     516,468.528 (meters)                     COMP
 AA5191  Y           -  -4,697,493.074 (meters)                     COMP
 AA5191  Z           -   4,269,322.836 (meters)                     COMP
 AA5191  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AA5191  ELLIP HEIGHT-         196.34  (meters)          (07/12/02) GPS OBS
 AA5191  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AA5191  DYNAMIC HT  -         230.178 (meters)     755.18  (feet)  COMP
 AA5191  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 AA5191
 AA5191  HORZ ORDER  -  FIRST
 AA5191  VERT ORDER  -  SECOND    CLASS II
 AA5191  ELLP ORDER  -  FOURTH    CLASS I
 AA5191
 AA5191.The horizontal coordinates were established by GPS observations
 AA5191.and adjusted by the National Geodetic Survey in February 1997..
 AA5191
 AA5191.The orthometric height was determined by differential leveling
 AA5191.and adjusted by the National Geodetic Survey in August 1995..
 AA5191
 AA5191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5191
 AA5191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5191
 AA5191.The ellipsoidal height was determined by GPS observations
 AA5191.and is referenced to NAD 83.
 AA5191
 AA5191.The geoid height was determined by GEOID03.
 AA5191
 AA5191.The dynamic height is computed by dividing the NAVD 88
 AA5191.geopotential number by the normal gravity value computed on the
 AA5191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5191.degrees latitude (g = 980.6199 gals.).
 AA5191
 AA5191.The modeled gravity was interpolated from observed gravity values.
 AA5191
 AA5191;                    North         East     Units Scale Factor Converg.
 AA5191;SPC MI S     -    87,551.915 4,052,856.367   MT  0.99996108   +0 26 10.1
 AA5191;SPC MI S     -   287,243.82 13,296,772.86   iFT  0.99996108   +0 26 10.1
 AA5191;UTM  17      - 4,685,172.787   275,264.005   MT  1.00022148   -1 50 05.2
 AA5191
 AA5191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5191!SPC MI S     -   0.99996921  x   0.99996108  =   0.99993029
 AA5191!UTM  17      -   0.99996921  x   1.00022148  =   1.00019068
 AA5191
 AA5191                          SUPERSEDED SURVEY CONTROL
 AA5191
 AA5191  ELLIP H (02/03/97)  196.37   (m)                       GP(       ) 4 1
 AA5191  NAD 83(1986)-  42 17 11.00734(N)    083 43 32.84564(W) AD(       ) 1
 AA5191
 AA5191.Superseded values are not recommended for survey control.
 AA5191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5191.See file dsdata.txt to determine how the superseded data were derived.
 AA5191
 AA5191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7526485173(NAD 83)
 AA5191_MARKER: DD = SURVEY DISK
 AA5191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5191_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0014B
 AA5191_MARK LOGO: MI0150
 AA5191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5191+STABILITY: SURFACE MOTION
 AA5191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5191+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5191
 AA5191  HISTORY     - Date     Condition        Report By
 AA5191  HISTORY     - 1993     MONUMENTED       MI0150
 AA5191  HISTORY     - 19930809 GOOD             WOOLPT
 AA5191  HISTORY     - 19931101 GOOD             WOOLPT
 AA5191
 AA5191                          STATION DESCRIPTION
 AA5191
 AA5191'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5191'STATION 0014B IS LOCATED SOUTH OF FULLER ROAD ON THE WEST SIDE OF THE
 AA5191'HURON RIVER, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 28,
 AA5191'ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5191'LOCATED APPROXIMATELY 250 FT (76.2 M) SOUTH OF THE CENTERLINE OF
 AA5191'FULLER ROAD, 30 FT (9.1 M) WEST OF THE WEST BANK OF THE HURON RIVER
 AA5191'AND 20 FT (6.1 M) NORTHEAST OF A SANITARY MANHOLE. SAID STATION IS A
 AA5191'PRIMARY CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5191'CITY OF ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS
 AA5191'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5191'1993 AND IS PAIRED WITH POINT 0014A.
 AA5191
 AA5191                          STATION RECOVERY (1993)
 AA5191
 AA5191'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5191'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5186 ***********************************************************************
 AA5186  DESIGNATION -  0015A
 AA5186  PID         -  AA5186
 AA5186  STATE/COUNTY-  MI/WASHTENAW
 AA5186  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5186
 AA5186                         *CURRENT SURVEY CONTROL
 AA5186  ___________________________________________________________________
 AA5186* NAD 83(1994)-  42 15 47.12880(N)    083 42 58.71627(W)     ADJUSTED  
 AA5186* NAVD 88     -       280.171  (meters)     919.19   (feet)  ADJUSTED  
 AA5186  ___________________________________________________________________
 AA5186  X           -     517,439.773 (meters)                     COMP
 AA5186  Y           -  -4,699,174.753 (meters)                     COMP
 AA5186  Z           -   4,267,441.432 (meters)                     COMP
 AA5186  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 AA5186  ELLIP HEIGHT-         246.20  (meters)          (07/12/02) GPS OBS
 AA5186  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 AA5186  DYNAMIC HT  -         280.082 (meters)     918.90  (feet)  COMP
 AA5186  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 AA5186
 AA5186  HORZ ORDER  -  FIRST
 AA5186  VERT ORDER  -  SECOND    CLASS II
 AA5186  ELLP ORDER  -  FOURTH    CLASS I
 AA5186
 AA5186.The horizontal coordinates were established by GPS observations
 AA5186.and adjusted by the National Geodetic Survey in February 1997..
 AA5186
 AA5186.The orthometric height was determined by differential leveling
 AA5186.and adjusted by the National Geodetic Survey in August 1995..
 AA5186
 AA5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5186
 AA5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5186
 AA5186.The ellipsoidal height was determined by GPS observations
 AA5186.and is referenced to NAD 83.
 AA5186
 AA5186.The geoid height was determined by GEOID03.
 AA5186
 AA5186.The dynamic height is computed by dividing the NAVD 88
 AA5186.geopotential number by the normal gravity value computed on the
 AA5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5186.degrees latitude (g = 980.6199 gals.).
 AA5186
 AA5186.The modeled gravity was interpolated from observed gravity values.
 AA5186
 AA5186;                    North         East     Units Scale Factor Converg.
 AA5186;SPC MI S     -    84,970.153 4,053,657.627   MT  0.99996538   +0 26 33.3
 AA5186;SPC MI S     -   278,773.47 13,299,401.66   iFT  0.99996538   +0 26 33.3
 AA5186;UTM  17      - 4,682,560.638   275,962.531   MT  1.00021762   -1 49 39.3
 AA5186
 AA5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5186!SPC MI S     -   0.99996139  x   0.99996538  =   0.99992677
 AA5186!UTM  17      -   0.99996139  x   1.00021762  =   1.00017900
 AA5186
 AA5186                          SUPERSEDED SURVEY CONTROL
 AA5186
 AA5186  ELLIP H (02/03/97)  246.23   (m)                       GP(       ) 4 1
 AA5186  NAD 83(1986)-  42 15 47.13411(N)    083 42 58.74258(W) AD(       ) 1
 AA5186
 AA5186.Superseded values are not recommended for survey control.
 AA5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5186.See file dsdata.txt to determine how the superseded data were derived.
 AA5186
 AA5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7596382561(NAD 83)
 AA5186_MARKER: DD = SURVEY DISK
 AA5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5186_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0015A
 AA5186_MARK LOGO: MI0150
 AA5186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5186+STABILITY: SURFACE MOTION
 AA5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5186+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5186
 AA5186  HISTORY     - Date     Condition        Report By
 AA5186  HISTORY     - 1993     MONUMENTED       MI0150
 AA5186  HISTORY     - 19930809 GOOD             WOOLPT
 AA5186  HISTORY     - 19931101 GOOD             WOOLPT
 AA5186
 AA5186                          STATION DESCRIPTION
 AA5186
 AA5186'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5186'STATION 0015A IS LOCATED ON THE SOUTHWESTERLY SIDE OF WASHTENAW
 AA5186'AVENUE, APPROXIMATELY 0.35 MI (0.56 KM) NORTHWEST OF THE EAST STADIUM
 AA5186'BOULEVARD INTERSECTION, SAID STATION BEING IN THE SOUTHWEST 1/4 OF
 AA5186'SECTION 34, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5186'STATION IS LOCATED 2 FT (0.6 M) SOUTHWEST OF THE BACK OF CURB ALONG
 AA5186'THE SOUTHWEST SIDE OF WASHTENAW AVENUE AND 0.35 MI (0.56 KM) NORTHWEST
 AA5186'OF THE EAST STADIUM BOULEVARD INTERSECTION. SAID STATION IS A PRIMARY
 AA5186'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5186'ANN ARBOR BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH
 AA5186'THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS
 AA5186'PAIRED WITH POINT 0015B.
 AA5186
 AA5186                          STATION RECOVERY (1993)
 AA5186
 AA5186'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5186'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5187 ***********************************************************************
 AA5187  DESIGNATION -  0015B
 AA5187  PID         -  AA5187
 AA5187  STATE/COUNTY-  MI/WASHTENAW
 AA5187  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5187
 AA5187                         *CURRENT SURVEY CONTROL
 AA5187  ___________________________________________________________________
 AA5187* NAD 83(1994)-  42 15 33.65241(N)    083 42 41.18948(W)     ADJUSTED  
 AA5187* NAVD 88     -       265.583  (meters)     871.33   (feet)  ADJUSTED  
 AA5187  ___________________________________________________________________
 AA5187  X           -     517,868.518 (meters)                     COMP
 AA5187  Y           -  -4,699,397.989 (meters)                     COMP
 AA5187  Z           -   4,267,123.856 (meters)                     COMP
 AA5187  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AA5187  ELLIP HEIGHT-         231.59  (meters)          (07/12/02) GPS OBS
 AA5187  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AA5187  DYNAMIC HT  -         265.499 (meters)     871.06  (feet)  COMP
 AA5187  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 AA5187
 AA5187  HORZ ORDER  -  FIRST
 AA5187  VERT ORDER  -  SECOND    CLASS II
 AA5187  ELLP ORDER  -  FOURTH    CLASS I
 AA5187
 AA5187.The horizontal coordinates were established by GPS observations
 AA5187.and adjusted by the National Geodetic Survey in February 1997..
 AA5187
 AA5187.The orthometric height was determined by differential leveling
 AA5187.and adjusted by the National Geodetic Survey in August 1995..
 AA5187
 AA5187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5187
 AA5187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5187
 AA5187.The ellipsoidal height was determined by GPS observations
 AA5187.and is referenced to NAD 83.
 AA5187
 AA5187.The geoid height was determined by GEOID03.
 AA5187
 AA5187.The dynamic height is computed by dividing the NAVD 88
 AA5187.geopotential number by the normal gravity value computed on the
 AA5187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5187.degrees latitude (g = 980.6199 gals.).
 AA5187
 AA5187.The modeled gravity was interpolated from observed gravity values.
 AA5187
 AA5187;                    North         East     Units Scale Factor Converg.
 AA5187;SPC MI S     -    84,557.479 4,054,062.534   MT  0.99996608   +0 26 45.2
 AA5187;SPC MI S     -   277,419.55 13,300,730.10   iFT  0.99996608   +0 26 45.2
 AA5187;UTM  17      - 4,682,132.142   276,350.872   MT  1.00021548   -1 49 27.0
 AA5187
 AA5187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5187!SPC MI S     -   0.99996368  x   0.99996608  =   0.99992976
 AA5187!UTM  17      -   0.99996368  x   1.00021548  =   1.00017915
 AA5187
 AA5187                          SUPERSEDED SURVEY CONTROL
 AA5187
 AA5187  ELLIP H (02/03/97)  231.62   (m)                       GP(       ) 4 1
 AA5187  NAD 83(1986)-  42 15 33.65785(N)    083 42 41.21587(W) AD(       ) 1
 AA5187
 AA5187.Superseded values are not recommended for survey control.
 AA5187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5187.See file dsdata.txt to determine how the superseded data were derived.
 AA5187
 AA5187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7635182132(NAD 83)
 AA5187_MARKER: DD = SURVEY DISK
 AA5187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5187_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0015B
 AA5187_MARK LOGO: MI0150
 AA5187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5187+STABILITY: SURFACE MOTION
 AA5187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5187+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5187
 AA5187  HISTORY     - Date     Condition        Report By
 AA5187  HISTORY     - 1993     MONUMENTED       MI0150
 AA5187  HISTORY     - 19930809 GOOD             WOOLPT
 AA5187  HISTORY     - 19931101 GOOD             WOOLPT
 AA5187
 AA5187                          STATION DESCRIPTION
 AA5187
 AA5187'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5187'STATION 0015B IS LOCATED IN THE CONCRETE TRAFFIC ISLAND AT THE
 AA5187'INTERSECTION OF EAST STADIUM BOULEVARD AND WASHTENAW AVENUE, SAID
 AA5187'STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 34, ANN ARBOR TOWNSHIP
 AA5187'IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED 49 FT (14.9
 AA5187'M) EAST OF THE WESTERLY FACE OF CURB AT THE BULLNOSE OF THE TRAFFIC
 AA5187'ISLAND AND 6 FT (1.8 M) SOUTH OF THE NORTHERLY BACK OF CURB OF THE
 AA5187'AFOREMENTIONED ISLAND. SAID STATION IS A PRIMARY CONTROL MONUMENT AND
 AA5187'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5187'SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT
 AA5187'WAS SET BY THE CITY OF ANN ARBOR IN 1993 AND IS PAIRED WITH POINT
 AA5187'0015A.
 AA5187
 AA5187                          STATION RECOVERY (1993)
 AA5187
 AA5187'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5164 ***********************************************************************
 AA5164  DESIGNATION -  0016
 AA5164  PID         -  AA5164
 AA5164  STATE/COUNTY-  MI/WASHTENAW
 AA5164  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5164
 AA5164                         *CURRENT SURVEY CONTROL
 AA5164  ___________________________________________________________________
 AA5164* NAD 83(1994)-  42 14 42.27035(N)    083 42 33.86357(W)     ADJUSTED  
 AA5164* NAVD 88     -       249.223  (meters)     817.66   (feet)  ADJUSTED  
 AA5164  ___________________________________________________________________
 AA5164  X           -     518,150.905 (meters)                     COMP
 AA5164  Y           -  -4,700,427.166 (meters)                     COMP
 AA5164  Z           -   4,265,939.296 (meters)                     COMP
 AA5164  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AA5164  ELLIP HEIGHT-         215.20  (meters)          (07/12/02) GPS OBS
 AA5164  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AA5164  DYNAMIC HT  -         249.143 (meters)     817.40  (feet)  COMP
 AA5164  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 AA5164
 AA5164  HORZ ORDER  -  FIRST
 AA5164  VERT ORDER  -  SECOND    CLASS II
 AA5164  ELLP ORDER  -  FOURTH    CLASS I
 AA5164
 AA5164.The horizontal coordinates were established by GPS observations
 AA5164.and adjusted by the National Geodetic Survey in February 1997..
 AA5164
 AA5164.The orthometric height was determined by differential leveling
 AA5164.and adjusted by the National Geodetic Survey in August 1995..
 AA5164
 AA5164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5164
 AA5164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5164
 AA5164.The ellipsoidal height was determined by GPS observations
 AA5164.and is referenced to NAD 83.
 AA5164
 AA5164.The geoid height was determined by GEOID03.
 AA5164
 AA5164.The dynamic height is computed by dividing the NAVD 88
 AA5164.geopotential number by the normal gravity value computed on the
 AA5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5164.degrees latitude (g = 980.6199 gals.).
 AA5164
 AA5164.The modeled gravity was interpolated from observed gravity values.
 AA5164
 AA5164;                    North         East     Units Scale Factor Converg.
 AA5164;SPC MI S     -    82,973.492 4,054,242.812   MT  0.99996881   +0 26 50.2
 AA5164;SPC MI S     -   272,222.74 13,301,321.56   iFT  0.99996881   +0 26 50.2
 AA5164;UTM  17      - 4,680,541.863   276,468.303   MT  1.00021484   -1 49 20.3
 AA5164
 AA5164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5164!SPC MI S     -   0.99996625  x   0.99996881  =   0.99993506
 AA5164!UTM  17      -   0.99996625  x   1.00021484  =   1.00018108
 AA5164
 AA5164                          SUPERSEDED SURVEY CONTROL
 AA5164
 AA5164  ELLIP H (02/03/97)  215.22   (m)                       GP(       ) 4 1
 AA5164  NAD 83(1986)-  42 14 42.27614(N)    083 42 33.88999(W) AD(       ) 1
 AA5164
 AA5164.Superseded values are not recommended for survey control.
 AA5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5164.See file dsdata.txt to determine how the superseded data were derived.
 AA5164
 AA5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7646880542(NAD 83)
 AA5164_MARKER: DD = SURVEY DISK
 AA5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5164_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0016
 AA5164_MARK LOGO: MI0150
 AA5164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5164+STABILITY: SURFACE MOTION
 AA5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5164+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 AA5164
 AA5164  HISTORY     - Date     Condition        Report By
 AA5164  HISTORY     - 1993     MONUMENTED       MI0150
 AA5164  HISTORY     - 19930809 GOOD             WOOLPT
 AA5164  HISTORY     - 19931101 GOOD             WOOLPT
 AA5164  HISTORY     - 20040918 MARK NOT FOUND   USPSQD
 AA5164  HISTORY     - 20040922 GOOD             USPSQD
 AA5164
 AA5164                          STATION DESCRIPTION
 AA5164
 AA5164'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5164'STATION 0016 IS LOCATED IN BUHR PARK ON THE NORTH SIDE OF PACKARD ROAD
 AA5164'AND EASTERLY OF THE COBBLESTONE FARM HOUSE, SAID STATION BEING IN THE
 AA5164'SOUTHEAST 1/4 OF SECTION 3, PITTSFIELD TOWNSHIP IN THE CITY OF ANN
 AA5164'ARBOR, MICHIGAN. THE STATION IS LOCATED 78 FT (23.8 M) NORTH OF THE
 AA5164'BACK OF CURB ALONG THE NORTH SIDE OF PACKARD ROAD, 30.20 FT (9.20 M)
 AA5164'SOUTHEAST SOUTHWEST CORNER OF THE BUHR ROCK PEDESTAL AND 30.40 FT
 AA5164'(9.27 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE AFOREMENTIONED ROCK
 AA5164'PEDESTAL. SAID STATION IS A PRIMARY CONTROL MONUMENT AND IS DESCRIBED
 AA5164'AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, SET IN
 AA5164'CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET
 AA5164'BY THE CITY OF ANN ARBOR IN 1993.
 AA5164
 AA5164                          STATION RECOVERY (1993)
 AA5164
 AA5164'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5164'RECOVERED AS DESCRIBED.
 AA5164
 AA5164                          STATION RECOVERY (2004)
 AA5164
 AA5164'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AA5164'MARK NOT FOUND.
 AA5164
 AA5164                          STATION RECOVERY (2004)
 AA5164
 AA5164'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5190 ***********************************************************************
 AA5190  DESIGNATION -  0017
 AA5190  PID         -  AA5190
 AA5190  STATE/COUNTY-  MI/WASHTENAW
 AA5190  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5190
 AA5190                         *CURRENT SURVEY CONTROL
 AA5190  ___________________________________________________________________
 AA5190* NAD 83(1994)-  42 15 37.56753(N)    083 44 07.15527(W)     ADJUSTED  
 AA5190* NAVD 88     -       252.649  (meters)     828.90   (feet)  ADJUSTED  
 AA5190  ___________________________________________________________________
 AA5190  X           -     515,899.977 (meters)                     COMP
 AA5190  Y           -  -4,699,523.147 (meters)                     COMP
 AA5190  Z           -   4,267,204.569 (meters)                     COMP
 AA5190  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AA5190  ELLIP HEIGHT-         218.66  (meters)          (07/12/02) GPS OBS
 AA5190  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA5190  DYNAMIC HT  -         252.569 (meters)     828.64  (feet)  COMP
 AA5190  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 AA5190
 AA5190  HORZ ORDER  -  FIRST
 AA5190  VERT ORDER  -  SECOND    CLASS II
 AA5190  ELLP ORDER  -  FOURTH    CLASS I
 AA5190
 AA5190.The horizontal coordinates were established by GPS observations
 AA5190.and adjusted by the National Geodetic Survey in February 1997..
 AA5190
 AA5190.The orthometric height was determined by differential leveling
 AA5190.and adjusted by the National Geodetic Survey in August 1995..
 AA5190
 AA5190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5190
 AA5190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5190
 AA5190.The ellipsoidal height was determined by GPS observations
 AA5190.and is referenced to NAD 83.
 AA5190
 AA5190.The geoid height was determined by GEOID03.
 AA5190
 AA5190.The dynamic height is computed by dividing the NAVD 88
 AA5190.geopotential number by the normal gravity value computed on the
 AA5190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5190.degrees latitude (g = 980.6199 gals.).
 AA5190
 AA5190.The modeled gravity was interpolated from observed gravity values.
 AA5190
 AA5190;                    North         East     Units Scale Factor Converg.
 AA5190;SPC MI S     -    84,663.219 4,052,091.381   MT  0.99996588   +0 25 46.7
 AA5190;SPC MI S     -   277,766.47 13,294,263.06   iFT  0.99996588   +0 25 46.7
 AA5190;UTM  17      - 4,682,315.920   274,384.953   MT  1.00022635   -1 50 25.0
 AA5190
 AA5190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5190!SPC MI S     -   0.99996571  x   0.99996588  =   0.99993159
 AA5190!UTM  17      -   0.99996571  x   1.00022635  =   1.00019205
 AA5190
 AA5190                          SUPERSEDED SURVEY CONTROL
 AA5190
 AA5190  ELLIP H (02/03/97)  218.69   (m)                       GP(       ) 4 1
 AA5190  NAD 83(1986)-  42 15 37.57287(N)    083 44 07.18161(W) AD(       ) 1
 AA5190
 AA5190.Superseded values are not recommended for survey control.
 AA5190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5190.See file dsdata.txt to determine how the superseded data were derived.
 AA5190
 AA5190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7438582316(NAD 83)
 AA5190_MARKER: DD = SURVEY DISK
 AA5190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5190_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0017
 AA5190_MARK LOGO: MI0150
 AA5190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5190+STABILITY: SURFACE MOTION
 AA5190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5190+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5190
 AA5190  HISTORY     - Date     Condition        Report By
 AA5190  HISTORY     - 1993     MONUMENTED       MI0150
 AA5190  HISTORY     - 19930809 GOOD             WOOLPT
 AA5190  HISTORY     - 19931101 GOOD             WOOLPT
 AA5190
 AA5190                          STATION DESCRIPTION
 AA5190
 AA5190'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5190'STATION 0017 IS LOCATED IN FRISINGER PARK AT THE SOUTHEAST CORNER OF
 AA5190'EAST STADIUM BOULEVARD AND WOODBURY DRIVE, SAID STATION BEING IN THE
 AA5190'SOUTHWEST 1/4 SECTION OF SECTION 33, ANN ARBOR TOWNSHIP IN THE CITY OF
 AA5190'ANN ARBOR, MICHIGAN. THE STATION IS LOCATED 5 FT (1.5 M) SOUTHEAST OF
 AA5190'THE BEND IN THE SOUTHWESTERLY STONE WALL NEAR THE NORTHWEST CORNER OF
 AA5190'SAID PARK, BEING APPROXIMATELY 140 FT (42.7 M) SOUTHERLY OF THE
 AA5190'CENTERLINE OF WOODBURY DRIVE. SAID STATION IS A PRIMARY CONTROL
 AA5190'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5190'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5190'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5190
 AA5190                          STATION RECOVERY (1993)
 AA5190
 AA5190'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5190'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5168 ***********************************************************************
 AA5168  DESIGNATION -  0018
 AA5168  PID         -  AA5168
 AA5168  STATE/COUNTY-  MI/WASHTENAW
 AA5168  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5168
 AA5168                         *CURRENT SURVEY CONTROL
 AA5168  ___________________________________________________________________
 AA5168* NAD 83(1994)-  42 16 03.33533(N)    083 45 20.40601(W)     ADJUSTED  
 AA5168* NAVD 88     -       281.044  (meters)     922.06   (feet)  ADJUSTED  
 AA5168  ___________________________________________________________________
 AA5168  X           -     514,175.133 (meters)                     COMP
 AA5168  Y           -  -4,699,195.430 (meters)                     COMP
 AA5168  Z           -   4,267,812.124 (meters)                     COMP
 AA5168  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AA5168  ELLIP HEIGHT-         247.12  (meters)          (07/12/02) GPS OBS
 AA5168  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5168  DYNAMIC HT  -         280.955 (meters)     921.77  (feet)  COMP
 AA5168  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 AA5168
 AA5168  HORZ ORDER  -  FIRST
 AA5168  VERT ORDER  -  SECOND    CLASS II
 AA5168  ELLP ORDER  -  FOURTH    CLASS I
 AA5168
 AA5168.The horizontal coordinates were established by GPS observations
 AA5168.and adjusted by the National Geodetic Survey in February 1997..
 AA5168
 AA5168.The orthometric height was determined by differential leveling
 AA5168.and adjusted by the National Geodetic Survey in August 1995..
 AA5168
 AA5168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5168
 AA5168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5168
 AA5168.The ellipsoidal height was determined by GPS observations
 AA5168.and is referenced to NAD 83.
 AA5168
 AA5168.The geoid height was determined by GEOID03.
 AA5168
 AA5168.The dynamic height is computed by dividing the NAVD 88
 AA5168.geopotential number by the normal gravity value computed on the
 AA5168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5168.degrees latitude (g = 980.6199 gals.).
 AA5168
 AA5168.The modeled gravity was interpolated from observed gravity values.
 AA5168
 AA5168;                    North         East     Units Scale Factor Converg.
 AA5168;SPC MI S     -    85,445.852 4,050,406.806   MT  0.99996453   +0 24 56.9
 AA5168;SPC MI S     -   280,334.16 13,288,736.24   iFT  0.99996453   +0 24 56.9
 AA5168;UTM  17      - 4,683,164.888   272,732.259   MT  1.00023556   -1 51 15.3
 AA5168
 AA5168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5168!SPC MI S     -   0.99996124  x   0.99996453  =   0.99992578
 AA5168!UTM  17      -   0.99996124  x   1.00023556  =   1.00019679
 AA5168
 AA5168                          SUPERSEDED SURVEY CONTROL
 AA5168
 AA5168  ELLIP H (02/03/97)  247.15   (m)                       GP(       ) 4 1
 AA5168  NAD 83(1986)-  42 16 03.34054(N)    083 45 20.43226(W) AD(       ) 1
 AA5168
 AA5168.Superseded values are not recommended for survey control.
 AA5168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5168.See file dsdata.txt to determine how the superseded data were derived.
 AA5168
 AA5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7273283165(NAD 83)
 AA5168_MARKER: DD = SURVEY DISK
 AA5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5168_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0018
 AA5168_MARK LOGO: MI0150
 AA5168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5168+STABILITY: SURFACE MOTION
 AA5168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5168+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5168
 AA5168  HISTORY     - Date     Condition        Report By
 AA5168  HISTORY     - 1993     MONUMENTED       MI0150
 AA5168  HISTORY     - 19930809 GOOD             WOOLPT
 AA5168  HISTORY     - 19931101 GOOD             WOOLPT
 AA5168
 AA5168                          STATION DESCRIPTION
 AA5168
 AA5168'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5168'STATION 0018 IS LOCATED IN ALLMENDINGER PARK, APPROXIMATELY 300 FT
 AA5168'(91.4 M) SOUTH OF THE BACK OF CURB ALONG THE SOUTH SIDE OF PAULINE
 AA5168'BOULEVARD, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 32, ANN
 AA5168'ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5168'LOCATED 60 FT (18.3 M) SOUTH OF THE SOUTHWEST CORNER OF THE PARK
 AA5168'PAVILION AND 45.11 FT (13.75 M) SOUTHEAST OF THE SOUTHERLY MOST POINT
 AA5168'OF THE WESTERLY BASEBALL BACKSTOP. SAID STATION IS A PRIMARY CONTROL
 AA5168'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5168'BRASS DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND.
 AA5168'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5168
 AA5168                          STATION RECOVERY (1993)
 AA5168
 AA5168'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5168'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5169 ***********************************************************************
 AA5169  DESIGNATION -  0019
 AA5169  PID         -  AA5169
 AA5169  STATE/COUNTY-  MI/WASHTENAW
 AA5169  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5169
 AA5169                         *CURRENT SURVEY CONTROL
 AA5169  ___________________________________________________________________
 AA5169* NAD 83(1994)-  42 16 18.37479(N)    083 46 58.97507(W)     ADJUSTED  
 AA5169* NAVD 88     -       297.093  (meters)     974.71   (feet)  ADJUSTED  
 AA5169  ___________________________________________________________________
 AA5169  X           -     511,896.925 (meters)                     COMP
 AA5169  Y           -  -4,699,142.124 (meters)                     COMP
 AA5169  Z           -   4,268,166.334 (meters)                     COMP
 AA5169  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 AA5169  ELLIP HEIGHT-         263.19  (meters)          (07/12/02) GPS OBS
 AA5169  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AA5169  DYNAMIC HT  -         296.999 (meters)     974.40  (feet)  COMP
 AA5169  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 AA5169
 AA5169  HORZ ORDER  -  FIRST
 AA5169  VERT ORDER  -  SECOND    CLASS II
 AA5169  ELLP ORDER  -  FOURTH    CLASS I
 AA5169
 AA5169.The horizontal coordinates were established by GPS observations
 AA5169.and adjusted by the National Geodetic Survey in February 1997..
 AA5169
 AA5169.The orthometric height was determined by differential leveling
 AA5169.and adjusted by the National Geodetic Survey in August 1995..
 AA5169
 AA5169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5169
 AA5169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5169
 AA5169.The ellipsoidal height was determined by GPS observations
 AA5169.and is referenced to NAD 83.
 AA5169
 AA5169.The geoid height was determined by GEOID03.
 AA5169
 AA5169.The dynamic height is computed by dividing the NAVD 88
 AA5169.geopotential number by the normal gravity value computed on the
 AA5169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5169.degrees latitude (g = 980.6199 gals.).
 AA5169
 AA5169.The modeled gravity was interpolated from observed gravity values.
 AA5169
 AA5169;                    North         East     Units Scale Factor Converg.
 AA5169;SPC MI S     -    85,893.844 4,048,144.777   MT  0.99996376   +0 23 49.8
 AA5169;SPC MI S     -   281,803.95 13,281,314.89   iFT  0.99996376   +0 23 49.8
 AA5169;UTM  17      - 4,683,702.274   270,489.127   MT  1.00024817   -1 52 22.2
 AA5169
 AA5169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5169!SPC MI S     -   0.99995872  x   0.99996376  =   0.99992249
 AA5169!UTM  17      -   0.99995872  x   1.00024817  =   1.00020688
 AA5169
 AA5169                          SUPERSEDED SURVEY CONTROL
 AA5169
 AA5169  ELLIP H (02/03/97)  263.22   (m)                       GP(       ) 4 1
 AA5169  NAD 83(1986)-  42 16 18.37992(N)    083 46 59.00127(W) AD(       ) 1
 AA5169
 AA5169.Superseded values are not recommended for survey control.
 AA5169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5169.See file dsdata.txt to determine how the superseded data were derived.
 AA5169
 AA5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7048983702(NAD 83)
 AA5169_MARKER: DD = SURVEY DISK
 AA5169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5169_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0019
 AA5169_MARK LOGO: MI0150
 AA5169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5169+STABILITY: SURFACE MOTION
 AA5169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5169+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5169
 AA5169  HISTORY     - Date     Condition        Report By
 AA5169  HISTORY     - 1993     MONUMENTED       MI0150
 AA5169  HISTORY     - 19930809 GOOD             WOOLPT
 AA5169  HISTORY     - 19931101 GOOD             WOOLPT
 AA5169
 AA5169                          STATION DESCRIPTION
 AA5169
 AA5169'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5169'STATION 0019 IS LOCATED SOUTH OF WEST LIBERTY ROAD, EAST OF I-94 AT
 AA5169'THE WEST HIGH PUMP STATION, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5169'SECTION 25, SCIO TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5169'STATION IS LOCATED 74.65 FT (22.75 M) SOUTHEAST OF THE SOUTHEAST
 AA5169'CORNER OF THE FENCE SURROUNDING THE TENNIS COURTS, 158.79 FT (48.40 M)
 AA5169'SOUTHEAST OF THE SOUTHWEST CORNER OF THE AFOREMENTIONED FENCE AND IS
 AA5169'ON THE EASTERLY EXTENSION AND APPROXIMATELY 200 FT (61.0 M) SOUTH OF
 AA5169'THE WEST HIGH PUMP HOUSE. SAID STATION IS A PRIMARY CONTROL MONUMENT
 AA5169'AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS
 AA5169'DISC, SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS
 AA5169'POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5169
 AA5169                          STATION RECOVERY (1993)
 AA5169
 AA5169'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5169'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5175 ***********************************************************************
 AA5175  DESIGNATION -  0020
 AA5175  PID         -  AA5175
 AA5175  STATE/COUNTY-  MI/WASHTENAW
 AA5175  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5175
 AA5175                         *CURRENT SURVEY CONTROL
 AA5175  ___________________________________________________________________
 AA5175* NAD 83(1994)-  42 17 57.19716(N)    083 44 05.37578(W)     ADJUSTED  
 AA5175* NAVD 88     -       257.571  (meters)     845.05   (feet)  ADJUSTED  
 AA5175  ___________________________________________________________________
 AA5175  X           -     515,624.614 (meters)                     COMP
 AA5175  Y           -  -4,696,641.210 (meters)                     COMP
 AA5175  Z           -   4,270,395.657 (meters)                     COMP
 AA5175  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AA5175  ELLIP HEIGHT-         223.72  (meters)          (07/12/02) GPS OBS
 AA5175  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA5175  DYNAMIC HT  -         257.490 (meters)     844.78  (feet)  COMP
 AA5175  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 AA5175
 AA5175  HORZ ORDER  -  FIRST
 AA5175  VERT ORDER  -  SECOND    CLASS II
 AA5175  ELLP ORDER  -  FOURTH    CLASS I
 AA5175
 AA5175.The horizontal coordinates were established by GPS observations
 AA5175.and adjusted by the National Geodetic Survey in February 1997..
 AA5175
 AA5175.The orthometric height was determined by differential leveling
 AA5175.and adjusted by the National Geodetic Survey in August 1995..
 AA5175
 AA5175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5175
 AA5175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5175
 AA5175.The ellipsoidal height was determined by GPS observations
 AA5175.and is referenced to NAD 83.
 AA5175
 AA5175.The geoid height was determined by GEOID03.
 AA5175
 AA5175.The dynamic height is computed by dividing the NAVD 88
 AA5175.geopotential number by the normal gravity value computed on the
 AA5175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5175.degrees latitude (g = 980.6199 gals.).
 AA5175
 AA5175.The modeled gravity was interpolated from observed gravity values.
 AA5175
 AA5175;                    North         East     Units Scale Factor Converg.
 AA5175;SPC MI S     -    88,971.541 4,052,099.834   MT  0.99995879   +0 25 47.9
 AA5175;SPC MI S     -   291,901.38 13,294,290.79   iFT  0.99995879   +0 25 47.9
 AA5175;UTM  17      - 4,686,621.659   274,564.139   MT  1.00022535   -1 50 28.7
 AA5175
 AA5175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5175!SPC MI S     -   0.99996491  x   0.99995879  =   0.99992371
 AA5175!UTM  17      -   0.99996491  x   1.00022535  =   1.00019026
 AA5175
 AA5175                          SUPERSEDED SURVEY CONTROL
 AA5175
 AA5175  ELLIP H (02/03/97)  223.75   (m)                       GP(       ) 4 1
 AA5175  NAD 83(1986)-  42 17 57.20235(N)    083 44 05.40198(W) AD(       ) 1
 AA5175
 AA5175.Superseded values are not recommended for survey control.
 AA5175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5175.See file dsdata.txt to determine how the superseded data were derived.
 AA5175
 AA5175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7456486622(NAD 83)
 AA5175_MARKER: DD = SURVEY DISK
 AA5175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5175_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 0020
 AA5175_MARK LOGO: MI0150
 AA5175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5175+STABILITY: SURFACE MOTION
 AA5175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5175+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 AA5175
 AA5175  HISTORY     - Date     Condition        Report By
 AA5175  HISTORY     - 1993     MONUMENTED       MI0150
 AA5175  HISTORY     - 19930809 GOOD             WOOLPT
 AA5175  HISTORY     - 19931101 GOOD             WOOLPT
 AA5175  HISTORY     - 20010331 GOOD             NGS
 AA5175
 AA5175                          STATION DESCRIPTION
 AA5175
 AA5175'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5175'STATION 0020 IS LOCATED ON THE GROUNDS OF NORTHSIDE SCHOOL (OFF OF
 AA5175'PONTIAC TRAIL), SOUTHERLY OF HIAWATHA PLACE, SAID STATION BEING IN THE
 AA5175'NORTHWEST 1/4 OF SECTION 21, ANN ARBOR TOWNSHIP IN THE CITY OF ANN
 AA5175'ARBOR, MICHIGAN. THE STATION IS LOCATED 91.89 FT (28.01 M)
 AA5175'SOUTHEASTERLY OF THE LIGHT POLE ON THE SOUTHERLY SIDE OF HIAWATHA
 AA5175'PLACE AND 69.3 FT (21.1 M) NORTHEAST OF THE SOUTHERLY MOST POINT ON
 AA5175'THE BASEBALL BACKSTOP. SAID STATION IS A PRIMARY CONTROL MONUMENT AND
 AA5175'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5175'SET IN CONCRETE PER DETAIL I AND IS FLUSH WITH THE GROUND. THIS POINT
 AA5175'WAS SET BY THE CITY OF ANN ARBOR IN 1993.
 AA5175
 AA5175                          STATION RECOVERY (1993)
 AA5175
 AA5175'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 AA5175'RECOVERED AS DESCRIBED.
 AA5175
 AA5175                          STATION RECOVERY (2001)
 AA5175
 AA5175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5421 ***********************************************************************
 AA5421  DESIGNATION -  01012
 AA5421  PID         -  AA5421
 AA5421  STATE/COUNTY-  MI/OAKLAND
 AA5421  USGS QUAD   -  DAVISBURG (1983)
 AA5421
 AA5421                         *CURRENT SURVEY CONTROL
 AA5421  ___________________________________________________________________
 AA5421* NAD 83(1994)-  42 52 07.47350(N)    083 34 15.52813(W)     ADJUSTED  
 AA5421* NAVD 88     -       280.2    (meters)     919.     (feet)  GPS OBS   
 AA5421  ___________________________________________________________________
 AA5421  X           -     524,261.503 (meters)                     COMP
 AA5421  Y           -  -4,652,622.170 (meters)                     COMP
 AA5421  Z           -   4,316,993.573 (meters)                     COMP
 AA5421  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 AA5421  ELLIP HEIGHT-         246.18  (meters)          (07/12/02) GPS OBS
 AA5421  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AA5421
 AA5421  HORZ ORDER  -  FIRST
 AA5421  ELLP ORDER  -  FOURTH    CLASS I
 AA5421
 AA5421.The horizontal coordinates were established by GPS observations
 AA5421.and adjusted by the National Geodetic Survey in February 1997..
 AA5421
 AA5421.The orthometric height was determined by GPS observations and a
 AA5421.high-resolution geoid model.
 AA5421
 AA5421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5421
 AA5421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5421
 AA5421.The ellipsoidal height was determined by GPS observations
 AA5421.and is referenced to NAD 83.
 AA5421
 AA5421.The geoid height was determined by GEOID03.
 AA5421
 AA5421;                    North         East     Units Scale Factor Converg.
 AA5421;SPC MI S     -   152,343.544 4,065,011.973   MT  0.99990692   +0 32 29.4
 AA5421;SPC MI S     -   499,814.78 13,336,653.45   iFT  0.99990692   +0 32 29.4
 AA5421;UTM  17      - 4,749,445.669   289,992.793   MT  1.00014260   -1 44 59.0
 AA5421
 AA5421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5421!SPC MI S     -   0.99996139  x   0.99990692  =   0.99986832
 AA5421!UTM  17      -   0.99996139  x   1.00014260  =   1.00010399
 AA5421
 AA5421                          SUPERSEDED SURVEY CONTROL
 AA5421
 AA5421  ELLIP H (02/03/97)  246.22   (m)                       GP(       ) 4 1
 AA5421  NAD 83(1986)-  42 52 07.47389(N)    083 34 15.55760(W) AD(       ) 1
 AA5421
 AA5421.Superseded values are not recommended for survey control.
 AA5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5421.See file dsdata.txt to determine how the superseded data were derived.
 AA5421
 AA5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8999349446(NAD 83)
 AA5421_MARKER: A = ALUMINUM MARKER
 AA5421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5421_STAMPING: 01012
 AA5421_MARK LOGO: WADTRI
 AA5421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5421+STABILITY: SURFACE MOTION
 AA5421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5421+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5421
 AA5421  HISTORY     - Date     Condition        Report By
 AA5421  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5421  HISTORY     - 20020601 GOOD             INDIV
 AA5421  HISTORY     - 20060104 GOOD             INDIV
 AA5421
 AA5421                          STATION DESCRIPTION
 AA5421
 AA5421'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5421'INTERSTATE I-75 TO EXIT 101(GRANGE HALL RD. EXIT),1.15 MILES EAST
 AA5421'ALONG GRANGE HALL ROAD TO DIXIE HWY, 4.1 MILES (6.6 KM) NORTH ALONG
 AA5421'DIXIE HWY TO MCCLELLAND ROAD, 0.8 MILES (1.3 KM) EAST ALONG MCCLELLAND
 AA5421'ROAD TO VASSAR ROAD, 0.1 MILES (0.2 KM) NORTH ALONG VASSAR ROAD TO THE
 AA5421'MONUMENT AT THE WEST SIDE OF VASSAR ROAD.  THE MONUMENT IS 24 FEET
 AA5421'(7.3 M) WEST OF THE CENTERLINE OF VASSAR ROAD, 68.5 FEET (20.9 M)
 AA5421'NORTHWEST OF 48 INCH MAPLE TREE, 61.2 FEET (18.7 M) SOUTHWEST OF 30
 AA5421'INCH OAK TREE, 22.9 FEET (7.0 M) NORTH NORTHEAST OF 4 INCH SQUARE WOOD
 AA5421'POST, 162 FEET (49.4 M) SOUTH OF THE SOUTH LINE EXTENDED OF HOUSE
 AA5421'11149 VASSAR ROAD, AND FOUR FEET HIGHER THAN VASSAR ROAD.
 AA5421
 AA5421                          STATION RECOVERY (2002)
 AA5421
 AA5421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5421'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5421'FOUND THIS CORNER TO BE GOOD.
 AA5421
 AA5421                          STATION RECOVERY (2006)
 AA5421
 AA5421'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5422 ***********************************************************************
 AA5422  DESIGNATION -  01062
 AA5422  PID         -  AA5422
 AA5422  STATE/COUNTY-  MI/OAKLAND
 AA5422  USGS QUAD   -  FENTON (1983)
 AA5422
 AA5422                         *CURRENT SURVEY CONTROL
 AA5422  ___________________________________________________________________
 AA5422* NAD 83(1994)-  42 51 49.57627(N)    083 40 35.19758(W)     ADJUSTED  
 AA5422* NAVD 88     -       272.9    (meters)     895.     (feet)  GPS OBS   
 AA5422  ___________________________________________________________________
 AA5422  X           -     515,737.404 (meters)                     COMP
 AA5422  Y           -  -4,653,947.614 (meters)                     COMP
 AA5422  Z           -   4,316,583.992 (meters)                     COMP
 AA5422  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 AA5422  ELLIP HEIGHT-         239.16  (meters)          (07/12/02) GPS OBS
 AA5422  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AA5422
 AA5422  HORZ ORDER  -  FIRST
 AA5422  ELLP ORDER  -  FOURTH    CLASS I
 AA5422
 AA5422.The horizontal coordinates were established by GPS observations
 AA5422.and adjusted by the National Geodetic Survey in February 1997..
 AA5422
 AA5422.The orthometric height was determined by GPS observations and a
 AA5422.high-resolution geoid model.
 AA5422
 AA5422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5422
 AA5422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5422
 AA5422.The ellipsoidal height was determined by GPS observations
 AA5422.and is referenced to NAD 83.
 AA5422
 AA5422.The geoid height was determined by GEOID03.
 AA5422
 AA5422;                    North         East     Units Scale Factor Converg.
 AA5422;SPC MI S     -   151,715.295 4,056,399.740   MT  0.99990695   +0 28 11.0
 AA5422;SPC MI S     -   497,753.59 13,308,398.10   iFT  0.99990695   +0 28 11.0
 AA5422;UTM  17      - 4,749,162.146   281,360.100   MT  1.00018814   -1 49 17.0
 AA5422
 AA5422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5422!SPC MI S     -   0.99996249  x   0.99990695  =   0.99986945
 AA5422!UTM  17      -   0.99996249  x   1.00018814  =   1.00015063
 AA5422
 AA5422                          SUPERSEDED SURVEY CONTROL
 AA5422
 AA5422  ELLIP H (02/03/97)  239.19   (m)                       GP(       ) 4 1
 AA5422  NAD 83(1986)-  42 51 49.57637(N)    083 40 35.22699(W) AD(       ) 1
 AA5422
 AA5422.Superseded values are not recommended for survey control.
 AA5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5422.See file dsdata.txt to determine how the superseded data were derived.
 AA5422
 AA5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8136049162(NAD 83)
 AA5422_MARKER: A = ALUMINUM MARKER
 AA5422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5422_STAMPING: 01062
 AA5422_MARK LOGO: WADTRI
 AA5422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5422+STABILITY: SURFACE MOTION
 AA5422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5422+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5422
 AA5422  HISTORY     - Date     Condition        Report By
 AA5422  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5422  HISTORY     - 20020601 GOOD             INDIV
 AA5422  HISTORY     - 20060104 GOOD             INDIV
 AA5422
 AA5422                          STATION DESCRIPTION
 AA5422
 AA5422'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5422'US-23 TO EXIT 84 (THOMPSON ROAD EXIT),THENCE EAST 3.25 MILES (5.23 KM)
 AA5422'ALONG THOMPSON ROAD TO THE MONUMENT AT THE NORTH SIDE OF THOMPSON
 AA5422'ROAD. THE MONUMENT IS 26 FEET (7.9 M) NORHT OF THE CENTERLINE OF
 AA5422'THOMPSON ROAD, 29.4 FEET (9.0 M) EAST SOUTHEAST OF A WOOD FENCE POST
 AA5422'CORNER, 63.4 FEET (19.3 M) NORTHEAST OF A WOOD FENCE POST CORNER, 54
 AA5422'FEET (16.5 M) NORHT OF A 14 INCH HICKORY TREE, 49.2 FEET (15.0 M)
 AA5422'SOUTHEAST OF A POWER POLE, 176 FEET (53.6 M) WEST OF THE WEST LINE
 AA5422'EXTENDED OF HOUSE 1366 THOMPSON ROAD, AND LEVEL TO THOMPSON ROAD.
 AA5422
 AA5422                          STATION RECOVERY (2002)
 AA5422
 AA5422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5422'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5422'FOUND THIS CORNER TO BE GOOD.
 AA5422
 AA5422                          STATION RECOVERY (2006)
 AA5422
 AA5422'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2292 ***********************************************************************
 AB2292  DESIGNATION -  01101
 AB2292  PID         -  AB2292
 AB2292  STATE/COUNTY-  MI/ALCONA
 AB2292  USGS QUAD   -  MIKADO (1989)
 AB2292
 AB2292                         *CURRENT SURVEY CONTROL
 AB2292  ___________________________________________________________________
 AB2292* NAD 83(1994)-  44 31 33.96700(N)    083 25 18.44263(W)     ADJUSTED  
 AB2292* NAVD 88     -       191.9    (meters)     630.     (feet)  GPS OBS   
 AB2292  ___________________________________________________________________
 AB2292  X           -     521,793.417 (meters)                     COMP
 AB2292  Y           -  -4,524,799.473 (meters)                     COMP
 AB2292  Z           -   4,450,066.251 (meters)                     COMP
 AB2292  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AB2292  ELLIP HEIGHT-         156.49  (meters)          (07/12/02) GPS OBS
 AB2292  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 AB2292
 AB2292  HORZ ORDER  -  FIRST
 AB2292  ELLP ORDER  -  FOURTH    CLASS I
 AB2292
 AB2292.The horizontal coordinates were established by GPS observations
 AB2292.and adjusted by the National Geodetic Survey in February 1997..
 AB2292
 AB2292.The orthometric height was determined by GPS observations and a
 AB2292.high-resolution geoid model.
 AB2292
 AB2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2292
 AB2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2292
 AB2292.The ellipsoidal height was determined by GPS observations
 AB2292.and is referenced to NAD 83.
 AB2292
 AB2292.The geoid height was determined by GEOID03.
 AB2292
 AB2292;                    North         East     Units Scale Factor Converg.
 AB2292;SPC MI C     -   134,830.582 6,075,105.848   MT  0.99993907   +0 40 02.9
 AB2292;SPC MI C     -   442,357.55 19,931,449.63   iFT  0.99993907   +0 40 02.9
 AB2292;UTM  17      - 4,933,161.369   307,558.058   MT  1.00005545   -1 41 55.5
 AB2292
 AB2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2292!SPC MI C     -   0.99997546  x   0.99993907  =   0.99991454
 AB2292!UTM  17      -   0.99997546  x   1.00005545  =   1.00003091
 AB2292
 AB2292                          SUPERSEDED SURVEY CONTROL
 AB2292
 AB2292  ELLIP H (02/03/97)  156.48   (m)                       GP(       ) 4 1
 AB2292  NAD 83(1986)-  44 31 33.95765(N)    083 25 18.44839(W) AD(       ) 1
 AB2292
 AB2292.Superseded values are not recommended for survey control.
 AB2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2292.See file dsdata.txt to determine how the superseded data were derived.
 AB2292
 AB2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0755833161(NAD 83)
 AB2292_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2292_STAMPING: 01101 1980
 AB2292_MARK LOGO: MIDT  
 AB2292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2292+STABILITY: SURFACE MOTION
 AB2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2292+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2292
 AB2292  HISTORY     - Date     Condition        Report By
 AB2292  HISTORY     - 1980     MONUMENTED       MIDT
 AB2292  HISTORY     - 19990819 GOOD             USPSQD
 AB2292  HISTORY     - 20051211 GOOD             USPSQD
 AB2292
 AB2292                          STATION DESCRIPTION
 AB2292
 AB2292'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2292'STATION IS LOCATED IN QUAD 440831 AND ON THE HARRISVILLE QUADRANGLE
 AB2292'MAP.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 24, T-25-N, R-8-E, IN
 AB2292'MIKADO TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF HARRISVILLE,
 AB2292'8.5 MI (13.7 KM) NORTHWEST FROM OSCODA, 4.5 MI (7.2 KM) SOUTH OF
 AB2292'MIKADO AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AB2292'INTERSECTION OF US HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE,
 AB2292'GO WEST 6.3 MI (10.1 KM) ALONG STATE HIGHWAY M-72 TO THE INTERSECTION
 AB2292'OF COUNTY ROAD F-41.  TURN LEFT AND GO SOUTH 9.0 MI (14.5 KM) ALONG
 AB2292'COUNTY ROAD F-41 TO T-INTERSECTION AT MIACHAUD ROAD ON THE RIGHT AND
 AB2292'STATION ON THE LEFT.  STATION IS 35.0 FT (10.7 M) EAST FROM CENTER OF
 AB2292'PAVED ROAD, 35.0 FT (10.7 M) SOUTHWEST FROM REFERENCE MARK NUMBER 1,
 AB2292'35.0 FT (10.7 M) NORTHWEST FROM REFERENCE MARK NUMBER 2, 26.0 FT (7.9
 AB2292'M) WEST FROM A NORTH-SOUTH FENCE LINE, 5.5 FT (1.7 M) SOUTH FROM
 AB2292'WITNESS POST WITH SIGN AND 4.0 FT (1.2 M) WEST FROM A CARSONITE
 AB2292'WITNESS POST.
 AB2292
 AB2292                          STATION RECOVERY (1999)
 AB2292
 AB2292'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2292'RECOVERED IN GOOD CONDITION.
 AB2292
 AB2292                          STATION RECOVERY (2005)
 AB2292
 AB2292'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2298 ***********************************************************************
 AB2298  DESIGNATION -  01102
 AB2298  PID         -  AB2298
 AB2298  STATE/COUNTY-  MI/ALCONA
 AB2298  USGS QUAD   -  LINCOLN (1989)
 AB2298
 AB2298                         *CURRENT SURVEY CONTROL
 AB2298  ___________________________________________________________________
 AB2298* NAD 83(1994)-  44 39 21.22715(N)    083 25 24.23619(W)     ADJUSTED  
 AB2298* NAVD 88     -       217.2    (meters)     713.     (feet)  GPS OBS   
 AB2298  ___________________________________________________________________
 AB2298  X           -     520,508.617 (meters)                     COMP
 AB2298  Y           -  -4,514,772.440 (meters)                     COMP
 AB2298  Z           -   4,460,355.375 (meters)                     COMP
 AB2298  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AB2298  ELLIP HEIGHT-         181.46  (meters)          (07/12/02) GPS OBS
 AB2298  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 AB2298
 AB2298  HORZ ORDER  -  FIRST
 AB2298  ELLP ORDER  -  FOURTH    CLASS I
 AB2298
 AB2298.The horizontal coordinates were established by GPS observations
 AB2298.and adjusted by the National Geodetic Survey in February 1997..
 AB2298
 AB2298.The orthometric height was determined by GPS observations and a
 AB2298.high-resolution geoid model.
 AB2298
 AB2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2298
 AB2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2298
 AB2298.The ellipsoidal height was determined by GPS observations
 AB2298.and is referenced to NAD 83.
 AB2298
 AB2298.The geoid height was determined by GEOID03.
 AB2298
 AB2298;                    North         East     Units Scale Factor Converg.
 AB2298;SPC MI C     -   149,250.388 6,074,810.210   MT  0.99992523   +0 39 58.8
 AB2298;SPC MI C     -   489,666.63 19,930,479.69   iFT  0.99992523   +0 39 58.8
 AB2298;UTM  17      - 4,947,582.848   307,858.548   MT  1.00005401   -1 42 13.7
 AB2298
 AB2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2298!SPC MI C     -   0.99997155  x   0.99992523  =   0.99989678
 AB2298!UTM  17      -   0.99997155  x   1.00005401  =   1.00002556
 AB2298
 AB2298                          SUPERSEDED SURVEY CONTROL
 AB2298
 AB2298  ELLIP H (02/03/97)  181.45   (m)                       GP(       ) 4 1
 AB2298  NAD 83(1986)-  44 39 21.21788(N)    083 25 24.24190(W) AD(       ) 1
 AB2298
 AB2298.Superseded values are not recommended for survey control.
 AB2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2298.See file dsdata.txt to determine how the superseded data were derived.
 AB2298
 AB2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0785947583(NAD 83)
 AB2298_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2298_STAMPING: 01102 1994
 AB2298_MARK LOGO: MIDT  
 AB2298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2298+STABILITY: SURFACE MOTION
 AB2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2298+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2298
 AB2298  HISTORY     - Date     Condition        Report By
 AB2298  HISTORY     - 1994     MONUMENTED       MIDT
 AB2298  HISTORY     - 19990817 GOOD             USPSQD
 AB2298  HISTORY     - 20051211 GOOD             USPSQD
 AB2298
 AB2298                          STATION DESCRIPTION
 AB2298
 AB2298'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2298'STATION IS LOCATED IN QUAD 440831 ON THE HARRISVILLE QUADRANGLE MAP.
 AB2298'IT IS IN THE SOUTHEAST 1/4 OF SECTION 11, T-26-N, R-8-E, GUSTIN
 AB2298'TOWNSHIP.  ABOUT 2.0 MI (3.2 KM) SOUTHWEST FROM LINCOLN, 4.5 MI (7.2
 AB2298'KM) NORTH FROM MIKADO, 6.3 MI (10.1 KM) WEST FROM HARRISVILLE AND ON
 AB2298'STATE HIGHWAY RIGHT-OF WAY.  TO REACH FROM THE INTERSECTION OF US
 AB2298'HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE, GO WEST ON STATE
 AB2298'HIGHWAY M-72 FOR 6.31 MI (10.15 KM) TO THE INTERSECTION OF STATE
 AB2298'HIGHWAY M-72 AND COUNTY ROAD F-41.  STATION IS ON THE RIGHT IN THE
 AB2298'NORTHWEST QUADRANT OF THE INTERSECTION.  STATION IS 67.0 FT (20.4 M)
 AB2298'WEST OF THE CENTER OF COUNTY ROAD F-41, 43.5 FT (13.3 M) SOUTHWEST
 AB2298'FROM A POWER POLE, 39.0 FT (11.9 M) NORTH FROM THE CENTER OF STATE
 AB2298'HIGHWAY M-72, 4.1 FT (1.2 M) SOUTH FROM A CARSONITE WITNESS POST, 60.0
 AB2298'FT (18.3 M) NORTHEAST FROM REFERENCE MARK NUMBER 1, AND 50.0 FT (15.2
 AB2298'M) NORTHWEST FROM REFERENCE MARK NUMBER 2.
 AB2298
 AB2298                          STATION RECOVERY (1999)
 AB2298
 AB2298'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2298'RECOVERED IN GOOD CONDITION.
 AB2298
 AB2298                          STATION RECOVERY (2005)
 AB2298
 AB2298'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2297 ***********************************************************************
 AB2297  DESIGNATION -  01103
 AB2297  PID         -  AB2297
 AB2297  STATE/COUNTY-  MI/ALCONA
 AB2297  USGS QUAD   -  HARRISVILLE (1989)
 AB2297
 AB2297                         *CURRENT SURVEY CONTROL
 AB2297  ___________________________________________________________________
 AB2297* NAD 83(1994)-  44 41 36.81992(N)    083 17 20.27015(W)     ADJUSTED  
 AB2297* NAVD 88     -       191.7    (meters)     629.     (feet)  GPS OBS   
 AB2297  ___________________________________________________________________
 AB2297  X           -     530,754.296 (meters)                     COMP
 AB2297  Y           -  -4,510,597.909 (meters)                     COMP
 AB2297  Z           -   4,463,313.727 (meters)                     COMP
 AB2297  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AB2297  ELLIP HEIGHT-         155.75  (meters)          (07/12/02) GPS OBS
 AB2297  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 AB2297
 AB2297  HORZ ORDER  -  FIRST
 AB2297  ELLP ORDER  -  FOURTH    CLASS I
 AB2297
 AB2297.The horizontal coordinates were established by GPS observations
 AB2297.and adjusted by the National Geodetic Survey in February 1997..
 AB2297
 AB2297.The orthometric height was determined by GPS observations and a
 AB2297.high-resolution geoid model.
 AB2297
 AB2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2297
 AB2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2297
 AB2297.The ellipsoidal height was determined by GPS observations
 AB2297.and is referenced to NAD 83.
 AB2297
 AB2297.The geoid height was determined by GEOID03.
 AB2297
 AB2297;                    North         East     Units Scale Factor Converg.
 AB2297;SPC MI C     -   153,568.031 6,085,416.005   MT  0.99992216   +0 45 40.7
 AB2297;SPC MI C     -   503,832.12 19,965,275.61   iFT  0.99992216   +0 45 40.7
 AB2297;UTM  17      - 4,951,458.466   318,635.010   MT  1.00000451   -1 36 37.1
 AB2297
 AB2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2297!SPC MI C     -   0.99997558  x   0.99992216  =   0.99989774
 AB2297!UTM  17      -   0.99997558  x   1.00000451  =   0.99998009
 AB2297
 AB2297                          SUPERSEDED SURVEY CONTROL
 AB2297
 AB2297  ELLIP H (02/03/97)  155.74   (m)                       GP(       ) 4 1
 AB2297  NAD 83(1986)-  44 41 36.81069(N)    083 17 20.27584(W) AD(       ) 1
 AB2297
 AB2297.Superseded values are not recommended for survey control.
 AB2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2297.See file dsdata.txt to determine how the superseded data were derived.
 AB2297
 AB2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1863551458(NAD 83)
 AB2297_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2297_STAMPING: 01103
 AB2297_MARK LOGO: MIDT  
 AB2297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2297+STABILITY: SURFACE MOTION
 AB2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2297+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 AB2297
 AB2297  HISTORY     - Date     Condition        Report By
 AB2297  HISTORY     - 1980     MONUMENTED       MIDT
 AB2297  HISTORY     - 19990817 GOOD             USPSQD
 AB2297  HISTORY     - 20050716 GOOD             USPSQD
 AB2297
 AB2297                          STATION DESCRIPTION
 AB2297
 AB2297'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2297'STATION IS LOCATED IN QUAD 440831 AND ON THE QUADRANGLE MAP.  IT IS IN
 AB2297'THE SOUTHEAST 1/4 OF SECTION 36, T-27-N, R-9-E, HAYNES TOWNSHIP. ABOUT
 AB2297'2.7 MI (4.3 KM) NORTH OF HARRISVILLE, 11.1 MI (17.9 KM) NORTHEAST OF
 AB2297'MIKADO, AND 7.0 MI (11.3 KM) EAST OF LINCOLN.  TO REACH FROM THE
 AB2297'INTERSECTION OF STATE HIGHWAY 72 AND US HIGHWAY 23 IN THE VILLAGE OF
 AB2297'HARRISVILLE, GO NORTH ALONG US HIGHWAY 23 FOR 2.7 MI (4.3 KM) TO THE
 AB2297'INTERSECTION OF LAKESHORE DRIVE AND THE STATION ON THE RIGHT AS
 AB2297'DESCRIBED.  STATION IS ENCASED IN A 1.0 FT (0.3 M) PLASTIC CULVERT,
 AB2297'4.5 FT (1.4 M) BELOW NATURAL GROUND, 39.0 FT (11.9 M) EAST FROM THE
 AB2297'CENTER OF US HIGHWAY 23, 127.0 FT (38.7 M) FSOUTH FROM LAKESHORE
 AB2297'DRIVE, 69.0 FT (21.0 M) NORTHWEST FROM A 15-INCH MAPLE TREE, 100.0 FT
 AB2297'(30.5 M) NORTH FROM THE OUTLET OF A CROSS CULVERT UNDER US HIGHWAY 23
 AB2297'AND 1.0 FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 AB2297
 AB2297                          STATION RECOVERY (1999)
 AB2297
 AB2297'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2297'RECOVERED IN GOOD CONDITION.
 AB2297
 AB2297                          STATION RECOVERY (2005)
 AB2297
 AB2297'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 AB2297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2766 ***********************************************************************
 AA2766  DESIGNATION -  01104
 AA2766  PID         -  AA2766
 AA2766  STATE/COUNTY-  MI/ALCONA
 AA2766  USGS QUAD   -  SPRUCE (1971)
 AA2766
 AA2766                         *CURRENT SURVEY CONTROL
 AA2766  ___________________________________________________________________
 AA2766* NAD 83(1994)-  44 50 38.61984(N)    083 24 14.75913(W)     ADJUSTED  
 AA2766* NAVD 88     -       244.9    (meters)     803.     (feet)  GPS OBS   
 AA2766  ___________________________________________________________________
 AA2766  X           -     520,340.552 (meters)                     COMP
 AA2766  Y           -  -4,499,992.130 (meters)                     COMP
 AA2766  Z           -   4,475,225.195 (meters)                     COMP
 AA2766  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AA2766  ELLIP HEIGHT-         208.85  (meters)          (07/12/02) GPS OBS
 AA2766  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 AA2766
 AA2766  HORZ ORDER  -  FIRST
 AA2766  ELLP ORDER  -  FOURTH    CLASS I
 AA2766
 AA2766.The horizontal coordinates were established by GPS observations
 AA2766.and adjusted by the National Geodetic Survey in February 1997..
 AA2766
 AA2766.The orthometric height was determined by GPS observations and a
 AA2766.high-resolution geoid model.
 AA2766
 AA2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2766
 AA2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2766
 AA2766.The ellipsoidal height was determined by GPS observations
 AA2766.and is referenced to NAD 83.
 AA2766
 AA2766.The geoid height was determined by GEOID03.
 AA2766
 AA2766;                    North         East     Units Scale Factor Converg.
 AA2766;SPC MI C     -   170,175.352 6,076,092.622   MT  0.99991420   +0 40 47.9
 AA2766;SPC MI C     -   558,318.08 19,934,687.08   iFT  0.99991420   +0 40 47.9
 AA2766;UTM  17      - 4,968,439.485   310,006.523   MT  1.00004390   -1 41 45.0
 AA2766
 AA2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2766!SPC MI C     -   0.99996726  x   0.99991420  =   0.99988146
 AA2766!UTM  17      -   0.99996726  x   1.00004390  =   1.00001115
 AA2766
 AA2766                          SUPERSEDED SURVEY CONTROL
 AA2766
 AA2766  ELLIP H (02/03/97)  208.84   (m)                       GP(       ) 4 1
 AA2766  NAD 83(1986)-  44 50 38.61077(N)    083 24 14.76445(W) AD(       ) 1
 AA2766
 AA2766.Superseded values are not recommended for survey control.
 AA2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2766.See file dsdata.txt to determine how the superseded data were derived.
 AA2766
 AA2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1000768439(NAD 83)
 AA2766_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2766_SP_SET: CONCRETE POST
 AA2766_STAMPING: 01104
 AA2766_MARK LOGO: MIDT  
 AA2766_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2766+STABILITY: SURFACE MOTION
 AA2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2766+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AA2766
 AA2766  HISTORY     - Date     Condition        Report By
 AA2766  HISTORY     - 1980     MONUMENTED       MIDT
 AA2766  HISTORY     - 19940406 GOOD             MIDT
 AA2766  HISTORY     - 19990817 GOOD             USPSQD
 AA2766  HISTORY     - 20050829 GOOD             USPSQD
 AA2766
 AA2766                          STATION DESCRIPTION
 AA2766
 AA2766'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 (ELM)
 AA2766'STATION IS LOCATED IN QUAD 440832 AND ON THE SPRUCE QUADRANGLE MAP. IT
 AA2766'IS IN THE NORTHWEST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP,
 AA2766'ABOUT 12 MILES (19.3 KM) NORTHEAST OF HARRISVILLE, ABOUT 10 MILES
 AA2766'(16.1 KM) NORTH OF LINCOLN, ABOUT 4.25 MILES (6.84 KM) SOUTH OF
 AA2766'OSSINEKE, AND WITHIN THE UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO
 AA2766'REACH THE STATION FROM THE POST OFFICE IN OSSINEKE, TRAVEL SOUTHH
 AA2766'ALONG UNITED STATES HIGHWAY 23 FOR 4.7 MILES (7.6 KM) TO SPRUCE ROAD.
 AA2766'STATION IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF UNITED
 AA2766'STATES HIGHWAY 23 AND SPRUCE ROAD AS DESCRIBED. STATION IS FLUSH WITH
 AA2766'THE GROUND.  IT IS 110.0 FT (33.5 M) SOUTHEAST OF THE CENTER OF SPRUCE
 AA2766'ROAD, 61.2 FT (18.7 M) NORTHEAST OF A CONCRETE HIGHWAY PROJECT MAKER
 AA2766'POST, 49.0 FT (14.9 M) SOUTHWEST OF THE CENTER OF UNITED STATES
 AA2766'HIGHWAY 23, 23.7 FT (7.2 M) NORTHEAST OF A POWER POLE, AND 2.0 FT (0.6
 AA2766'M) WEST OF A METAL WITNESS POST WITH SIGN.
 AA2766
 AA2766                          STATION RECOVERY (1994)
 AA2766
 AA2766'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA2766'STATION IS LOCATED IN QUAD 440834 AND ON THE QUADRANGLE MAP.  IT IS IN
 AA2766'THE NORTHWEST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP. ABOUT
 AA2766'3.15 MILES (5.07 KM) EAST OF SPRUCE, 17.0 MILES (27.4 KM) NORTHWEST OF
 AA2766'HARRISVILLE, AND 11.0 MILES (17.7 KM) NORTH OF LINCOLN. TO REACH FROM
 AA2766'THE POST OFFICE IN SPRUCE, GO EAST 3.15 MI (5.07 KM) ALONG SPRUCE ROAD
 AA2766'TO THE INTERSECTION OF US HIGHWAY 23 AND THE STATION ON THE RIGHT AS
 AA2766'DESCRIBED.  STATION IS AN ALUMINUM DISC IN A CONCRETE MONUMENT, 49.2
 AA2766'FT (15.0 M) SOUTHWEST FROM THE CENTER OF US HIGHWAY 23, 29.0 FT (8.8
 AA2766'M) SOUTH FROM SPRUCE ROAD EXTENDED CENTER, 61.2 FT (18.7 M) NORTHWEST
 AA2766'FROM A CONCRETE POST WITH BRASS HIGHWAY PLAQUE, 23.2 FT (7.1 M)
 AA2766'NORTHEAST FROM A UTILITY POLE, AND 2.0 FT (0.6 M) NORTHEAST FROM A
 AA2766'METAL WITNESS POST WITH SIGN.
 AA2766
 AA2766                          STATION RECOVERY (1999)
 AA2766
 AA2766'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2766'RECOVERED IN GOOD CONDITION.
 AA2766
 AA2766                          STATION RECOVERY (2005)
 AA2766
 AA2766'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0348 ***********************************************************************
 PK0348  DESIGNATION -  01105
 PK0348  PID         -  PK0348
 PK0348  STATE/COUNTY-  MI/ALCONA
 PK0348  USGS QUAD   -  ALCONA DAM POND (1972)
 PK0348
 PK0348                         *CURRENT SURVEY CONTROL
 PK0348  ___________________________________________________________________
 PK0348* NAD 83(1994)-  44 36 51.02494(N)    083 49 49.51179(W)     ADJUSTED  
 PK0348* NAVD 88     -       271.8    (meters)     892.     (feet)  GPS OBS   
 PK0348  ___________________________________________________________________
 PK0348  X           -     488,777.771 (meters)                     COMP
 PK0348  Y           -  -4,521,633.822 (meters)                     COMP
 PK0348  Z           -   4,457,094.694 (meters)                     COMP
 PK0348  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 PK0348  ELLIP HEIGHT-         236.54  (meters)          (07/17/02) GPS OBS
 PK0348  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PK0348
 PK0348  HORZ ORDER  -  FIRST
 PK0348  ELLP ORDER  -  FOURTH    CLASS I
 PK0348
 PK0348.The horizontal coordinates were established by GPS observations
 PK0348.and adjusted by the National Geodetic Survey in February 1997..
 PK0348
 PK0348.The orthometric height was determined by GPS observations and a
 PK0348.high-resolution geoid model.
 PK0348
 PK0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0348
 PK0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0348
 PK0348.The ellipsoidal height was determined by GPS observations
 PK0348.and is referenced to NAD 83.
 PK0348
 PK0348.The geoid height was determined by GEOID03.
 PK0348
 PK0348;                    North         East     Units Scale Factor Converg.
 PK0348;SPC MI C     -   144,319.971 6,042,560.827   MT  0.99992912   +0 22 43.7
 PK0348;SPC MI C     -   473,490.72 19,824,674.63   iFT  0.99992912   +0 22 43.7
 PK0348;UTM  17      - 4,943,988.849   275,426.196   MT  1.00022024   -1 59 19.4
 PK0348
 PK0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0348!SPC MI C     -   0.99996291  x   0.99992912  =   0.99989204
 PK0348!UTM  17      -   0.99996291  x   1.00022024  =   1.00018315
 PK0348
 PK0348                          SUPERSEDED SURVEY CONTROL
 PK0348
 PK0348  ELLIP H (02/03/97)  236.53   (m)                       GP(       ) 4 1
 PK0348  NAD 83(1986)-  44 36 51.01501(N)    083 49 49.51671(W) AD(       ) 1
 PK0348
 PK0348.Superseded values are not recommended for survey control.
 PK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0348.See file dsdata.txt to determine how the superseded data were derived.
 PK0348
 PK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7542643989(NAD 83)
 PK0348_MARKER: DH = HORIZONTAL CONTROL DISK
 PK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0348_SP_SET: CONCRETE POST
 PK0348_STAMPING: 01105 1980
 PK0348_MARK LOGO: MIDT  
 PK0348_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0348+STABILITY: SURFACE MOTION
 PK0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0348+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 PK0348
 PK0348  HISTORY     - Date     Condition        Report By
 PK0348  HISTORY     - 1980     MONUMENTED       MIDT
 PK0348  HISTORY     - 19910625 GOOD             USFS
 PK0348  HISTORY     - 19960512 GOOD             USPSQD
 PK0348
 PK0348                          STATION DESCRIPTION
 PK0348
 PK0348'DESCRIBED BY US FOREST SERVICE 1991
 PK0348'FROM THE INTERSECTION OF BAMFIELD ROAD AND M-65 IN DOWNTOWN GLENNIE
 PK0348'PROCEED WEST ALONG BAMFIELD ROAD 3.0 MI (4.8 KM) TO AU SABLE ROAD,
 PK0348'TURN NORTHWEST AND GO 4.5 MI (7.2 KM) TO THE INTERSECTION OF FR4001
 PK0348'AND AU SABLE ROAD.  STATION IS 18 FT (5.5 M) SOUTH OF THE CENTERLINE
 PK0348'OF FR4001, 24 FT (7.3 M) EAST OF THE CENTERLINE OF AU SABLE ROAD, 4.4
 PK0348'FT (1.34 M) NORTH OF A METAL SURVEY MARKER POST, AND 1 FT (0.3 M) EAST
 PK0348'OF A FIBERGLASS SURVEY MARKER. MAP POSITION IS NEAR THE SOUTHEAST 1/16
 PK0348'CORNER OF SECTION 28 T26N R5E.  STATION CONSISTS OF A 3 1/2 INCH
 PK0348'ALUMINUM DISK SET INTO THE TOP OF AN 11 INCH DIAMETER CONCRETE
 PK0348'MONUMENT SET FLUSH WITH THE GROUND AND IT HAS A WEAK MAGNETIC
 PK0348'ATTRACTION.  THE UNDERGROUND MARK IS IDENTICAL TO THE SURFACE MARK
 PK0348'EXCEPT THE DISK IS SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 PK0348'40 INCHES BELOW THE SURFACE.
 PK0348
 PK0348                          STATION RECOVERY (1996)
 PK0348
 PK0348'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2291 ***********************************************************************
 AB2291  DESIGNATION -  01107
 AB2291  PID         -  AB2291
 AB2291  STATE/COUNTY-  MI/ALCONA
 AB2291  USGS QUAD   -  GLENNIE (1989)
 AB2291
 AB2291                         *CURRENT SURVEY CONTROL
 AB2291  ___________________________________________________________________
 AB2291* NAD 83(1994)-  44 32 36.08124(N)    083 42 59.15147(W)     ADJUSTED  
 AB2291* NAVD 88     -       308.4    (meters)    1012.     (feet)  GPS OBS   
 AB2291  ___________________________________________________________________
 AB2291  X           -     498,379.938 (meters)                     COMP
 AB2291  Y           -  -4,526,168.969 (meters)                     COMP
 AB2291  Z           -   4,451,514.848 (meters)                     COMP
 AB2291  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AB2291  ELLIP HEIGHT-         273.19  (meters)          (07/12/02) GPS OBS
 AB2291  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 AB2291
 AB2291  HORZ ORDER  -  FIRST
 AB2291  ELLP ORDER  -  FOURTH    CLASS I
 AB2291
 AB2291.The horizontal coordinates were established by GPS observations
 AB2291.and adjusted by the National Geodetic Survey in February 1997..
 AB2291
 AB2291.The orthometric height was determined by GPS observations and a
 AB2291.high-resolution geoid model.
 AB2291
 AB2291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2291
 AB2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2291
 AB2291.The ellipsoidal height was determined by GPS observations
 AB2291.and is referenced to NAD 83.
 AB2291
 AB2291.The geoid height was determined by GEOID03.
 AB2291
 AB2291;                    North         East     Units Scale Factor Converg.
 AB2291;SPC MI C     -   136,517.410 6,051,670.810   MT  0.99993694   +0 27 33.6
 AB2291;SPC MI C     -   447,891.77 19,854,563.02   iFT  0.99993694   +0 27 33.6
 AB2291;UTM  17      - 4,935,814.626   284,208.545   MT  1.00017268   -1 54 22.2
 AB2291
 AB2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2291!SPC MI C     -   0.99995717  x   0.99993694  =   0.99989411
 AB2291!UTM  17      -   0.99995717  x   1.00017268  =   1.00012984
 AB2291
 AB2291                          SUPERSEDED SURVEY CONTROL
 AB2291
 AB2291  NAD 83(1986)-  44 32 36.07178(N)    083 42 59.15723(W) AD(       ) 1
 AB2291
 AB2291.Superseded values are not recommended for survey control.
 AB2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2291.See file dsdata.txt to determine how the superseded data were derived.
 AB2291
 AB2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8420935815(NAD 83)
 AB2291_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2291_STAMPING: 01107
 AB2291_MARK LOGO: MIDT  
 AB2291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2291+STABILITY: SURFACE MOTION
 AB2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2291+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AB2291
 AB2291  HISTORY     - Date     Condition        Report By
 AB2291  HISTORY     - 1980     MONUMENTED       MIDT
 AB2291  HISTORY     - 19990820 GOOD             USPSQD
 AB2291
 AB2291                          STATION DESCRIPTION
 AB2291
 AB2291'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2291'STATION IS LOCATED IN QUAD 440834 AND ON THE GLENNIE QUADRANGLE MAP.
 AB2291'IT IS IN THE SOUTHWEST 1/4 OF SECTION 21, T-25-N, R-6-E, CURTIS
 AB2291'TOWNSHIP, ALCONA COUNTY, MICHIGAN.  ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF
 AB2291'GLENNIE, 7.6 MI (12.2 KM) SOUTHEAST OF CURTISVILLE AND 15.3 MI (24.6
 AB2291'KM) SOUTHWEST OF MIKADO.  TO REACH FROM THE POST OFFICE IN GLENNIE, GO
 AB2291'SOUTHEASTERLY ALONG STATE HIGHWAY M-65 FOR 1.5 MI (2.4 KM) TO STATION
 AB2291'ON RIGHT AS DESCRIBED.  STATION IS IN GRASSY AREA, NEAR SOUTHERLY
 AB2291'ENTRANCE TO GLENNIE CEMETERY.  IT IS 30.0 FT (9.1 M) SOUTHWEST FROM
 AB2291'CENTER OF STATE HIGHWAY M-65, 38.0 FT (11.6 M) NORTHWEST FROM CORNER
 AB2291'FENCE POST, 113.0 FT (34.4 M) SOUTHEAST FROM SOUTHEAST FACE OF 48-INCH
 AB2291'WHITE PINE TREE, 81.4 FT (24.8 M) FROM NORTHEASTERLY CORNER POST OF
 AB2291'LANE ENTRANCE, AND 5.0 FT (1.5 M) NORTHEAST FROM WITNESS POST AND
 AB2291'SIGN.
 AB2291
 AB2291                          STATION RECOVERY (1999)
 AB2291
 AB2291'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2767 ***********************************************************************
 AA2767  DESIGNATION -  01200
 AA2767  PID         -  AA2767
 AA2767  STATE/COUNTY-  MI/ALCONA
 AA2767  USGS QUAD   -  SPRUCE (1971)
 AA2767
 AA2767                         *CURRENT SURVEY CONTROL
 AA2767  ___________________________________________________________________
 AA2767* NAD 83(1994)-  44 50 11.05259(N)    083 23 08.45741(W)     ADJUSTED  
 AA2767* NAVD 88     -       231.5    (meters)     760.     (feet)  GPS OBS   
 AA2767  ___________________________________________________________________
 AA2767  X           -     521,855.026 (meters)                     COMP
 AA2767  Y           -  -4,500,411.269 (meters)                     COMP
 AA2767  Z           -   4,474,612.314 (meters)                     COMP
 AA2767  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AA2767  ELLIP HEIGHT-         195.44  (meters)          (07/12/02) GPS OBS
 AA2767  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 AA2767
 AA2767  HORZ ORDER  -  FIRST
 AA2767  ELLP ORDER  -  FOURTH    CLASS I
 AA2767
 AA2767.The horizontal coordinates were established by GPS observations
 AA2767.and adjusted by the National Geodetic Survey in February 1997..
 AA2767
 AA2767.The orthometric height was determined by GPS observations and a
 AA2767.high-resolution geoid model.
 AA2767
 AA2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2767
 AA2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2767
 AA2767.The ellipsoidal height was determined by GPS observations
 AA2767.and is referenced to NAD 83.
 AA2767
 AA2767.The geoid height was determined by GEOID03.
 AA2767
 AA2767;                    North         East     Units Scale Factor Converg.
 AA2767;SPC MI C     -   169,341.955 6,077,558.751   MT  0.99991444   +0 41 34.7
 AA2767;SPC MI C     -   555,583.84 19,939,497.21   iFT  0.99991444   +0 41 34.7
 AA2767;UTM  17      - 4,967,545.918   311,437.027   MT  1.00003724   -1 40 57.4
 AA2767
 AA2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2767!SPC MI C     -   0.99996936  x   0.99991444  =   0.99988380
 AA2767!UTM  17      -   0.99996936  x   1.00003724  =   1.00000660
 AA2767
 AA2767                          SUPERSEDED SURVEY CONTROL
 AA2767
 AA2767  ELLIP H (02/03/97)  195.42   (m)                       GP(       ) 4 1
 AA2767  NAD 83(1986)-  44 50 11.04345(N)    083 23 08.46287(W) AD(       ) 1
 AA2767
 AA2767.Superseded values are not recommended for survey control.
 AA2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2767.See file dsdata.txt to determine how the superseded data were derived.
 AA2767
 AA2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1143767546(NAD 83)
 AA2767_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2767_SP_SET: CONCRETE POST
 AA2767_STAMPING: 01200 1992
 AA2767_MARK LOGO: MIDT  
 AA2767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2767+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AA2767
 AA2767  HISTORY     - Date     Condition        Report By
 AA2767  HISTORY     - 1992     MONUMENTED       MIDT
 AA2767  HISTORY     - 19990817 GOOD             USPSQD
 AA2767  HISTORY     - 20030910 GOOD             WOOLPT
 AA2767  HISTORY     - 20050829 GOOD             USPSQD
 AA2767
 AA2767                          STATION DESCRIPTION
 AA2767
 AA2767'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2767'STATION IS LOCATED IN QUAD 440832 AND ON THE SPRUCE QUADRANGLE MAP. IT
 AA2767'IS IN THE SOUTHEAST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP,
 AA2767'ABOUT 13 MILES (20.9 KM) NORTH OF HARRISVILLE, ABOUT 10.25 MILES
 AA2767'(16.50 KM) NORTHEAST OF LINCOLN, ABOUT 5.25 MILES (8.45 KM) SOUTH OF
 AA2767'OSSINEKE, AND WITHIN UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH
 AA2767'FROM THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND NICHOLSON ROAD
 AA2767'IN OSSINEKE, GO SOUTH ON UNITED STATES HIGHWAY 23 FOR 5.6 MILES (9.0
 AA2767'KM) TO STATION ON LEFT BY SOUTHERLY END OF GUARDRAIL. STATION IS SET
 AA2767'FLUSH WITH GROUND.  IT IS 115.0 FT (35.1 M) EAST OF SIGN, 41.0 FT
 AA2767'(12.5 M) NORTHEAST OF CENTER OF UNITED STATES HIGHWAY 23, 10.9 FT (3.3
 AA2767'M) EAST OF EASTERLY EDGE OF BITUMINOUS PAVEMENT, 9.7 FT (3.0 M) NORTH
 AA2767'OF SOUTHERLY END OF GUARDRAIL AND 1.5 FT (0.5 M) WEST OF A METAL
 AA2767'WITNESS POST WITH SIGN.
 AA2767
 AA2767                          STATION RECOVERY (1999)
 AA2767
 AA2767'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2767'RECOVERED IN GOOD CONDITION.
 AA2767
 AA2767                          STATION RECOVERY (2003)
 AA2767
 AA2767'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AA2767'RECOVERED IN GOOD CONDITION.
 AA2767
 AA2767                          STATION RECOVERY (2005)
 AA2767
 AA2767'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2294 ***********************************************************************
 AB2294  DESIGNATION -  01202
 AB2294  PID         -  AB2294
 AB2294  STATE/COUNTY-  MI/ALCONA
 AB2294  USGS QUAD   -  BLACK RIVER (1971)
 AB2294
 AB2294                         *CURRENT SURVEY CONTROL
 AB2294  ___________________________________________________________________
 AB2294* NAD 83(1994)-  44 45 04.58548(N)    083 19 20.63589(W)     ADJUSTED  
 AB2294* NAVD 88     -       231.3    (meters)     759.     (feet)  GPS OBS   
 AB2294  ___________________________________________________________________
 AB2294  X           -     527,600.533 (meters)                     COMP
 AB2294  Y           -  -4,506,452.388 (meters)                     COMP
 AB2294  Z           -   4,467,898.613 (meters)                     COMP
 AB2294  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 AB2294  ELLIP HEIGHT-         195.38  (meters)          (07/12/02) GPS OBS
 AB2294  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 AB2294
 AB2294  HORZ ORDER  -  FIRST
 AB2294  ELLP ORDER  -  FOURTH    CLASS I
 AB2294
 AB2294.The horizontal coordinates were established by GPS observations
 AB2294.and adjusted by the National Geodetic Survey in February 1997..
 AB2294
 AB2294.The orthometric height was determined by GPS observations and a
 AB2294.high-resolution geoid model.
 AB2294
 AB2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2294
 AB2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2294
 AB2294.The ellipsoidal height was determined by GPS observations
 AB2294.and is referenced to NAD 83.
 AB2294
 AB2294.The geoid height was determined by GEOID03.
 AB2294
 AB2294;                    North         East     Units Scale Factor Converg.
 AB2294;SPC MI C     -   159,945.720 6,082,683.622   MT  0.99991830   +0 44 15.6
 AB2294;SPC MI C     -   524,756.30 19,956,311.10   iFT  0.99991830   +0 44 15.6
 AB2294;UTM  17      - 4,957,944.376   316,168.746   MT  1.00001558   -1 38 07.8
 AB2294
 AB2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2294!SPC MI C     -   0.99996937  x   0.99991830  =   0.99988767
 AB2294!UTM  17      -   0.99996937  x   1.00001558  =   0.99998495
 AB2294
 AB2294                          SUPERSEDED SURVEY CONTROL
 AB2294
 AB2294  ELLIP H (02/03/97)  195.37   (m)                       GP(       ) 4 1
 AB2294  NAD 83(1986)-  44 45 04.57624(N)    083 19 20.64155(W) AD(       ) 1
 AB2294
 AB2294.Superseded values are not recommended for survey control.
 AB2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2294.See file dsdata.txt to determine how the superseded data were derived.
 AB2294
 AB2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1616957944(NAD 83)
 AB2294_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2294_STAMPING: 01202 1994
 AB2294_MARK LOGO: MIDT  
 AB2294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2294+STABILITY: SURFACE MOTION
 AB2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2294+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AB2294
 AB2294  HISTORY     - Date     Condition        Report By
 AB2294  HISTORY     - 1994     MONUMENTED       MIDT
 AB2294  HISTORY     - 19990817 GOOD             USPSQD
 AB2294  HISTORY     - 20050829 GOOD             USPSQD
 AB2294
 AB2294                          STATION DESCRIPTION
 AB2294
 AB2294'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2294'STATION IS LOCATED IN QUAD 440831 AND ON THE BLACK RIVER QUADRANGLE
 AB2294'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 11, T-27-N, R-10-E, IN
 AB2294'HAYNES TOWNSHIP.  ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF ALCONA, 6.3 MI
 AB2294'(10.1 KM) NORTHEAST OF LINCOLN, 6.5 MI (10.5 KM) NORTHWEST OF
 AB2294'HARRISVILLE, AND ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 AB2294'INTERSECTION OF US HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE,
 AB2294'GO NORTHERLY 6.92 MI (11.14 KM) ALONG US HIGHWAY 23 TO THE
 AB2294'INTERSECTION OF SHAW ROAD.  THE STATION IS JUST NORTH OF THE
 AB2294'INTERSECTION ON THE RIGHT SIDE OF US HIGHWAY 23.  STATION IS 113.0 FT
 AB2294'(34.4 M) NORTH FROM INTERSECTION OF SHAW ROAD, 113.0 FT (34.4 M) NORTH
 AB2294'FROM WOOD SIGN POST (OLD STONE CHURCH) , 70.0 FT (21.3 M) EAST FROM
 AB2294'CENTER OF PAVEMENT OF US HIGHWAY 23, 4.0 FT (1.2 M) WEST FROM A FENCE,
 AB2294'AND 3.3 FT (1.0 M) WEST FROM A CARSONITE WITNESS POST.
 AB2294
 AB2294                          STATION RECOVERY (1999)
 AB2294
 AB2294'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2294'RECOVERED IN GOOD CONDITION.
 AB2294
 AB2294                          STATION RECOVERY (2005)
 AB2294
 AB2294'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2296 ***********************************************************************
 AB2296  DESIGNATION -  01203
 AB2296  PID         -  AB2296
 AB2296  STATE/COUNTY-  MI/ALCONA
 AB2296  USGS QUAD   -  BLACK RIVER (1971)
 AB2296
 AB2296                         *CURRENT SURVEY CONTROL
 AB2296  ___________________________________________________________________
 AB2296* NAD 83(1994)-  44 45 03.13727(N)    083 20 36.49742(W)     ADJUSTED  
 AB2296* NAVD 88     -       239.3    (meters)     785.     (feet)  GPS OBS   
 AB2296  ___________________________________________________________________
 AB2296  X           -     525,947.389 (meters)                     COMP
 AB2296  Y           -  -4,506,683.026 (meters)                     COMP
 AB2296  Z           -   4,467,872.490 (meters)                     COMP
 AB2296  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AB2296  ELLIP HEIGHT-         203.37  (meters)          (07/12/02) GPS OBS
 AB2296  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 AB2296
 AB2296  HORZ ORDER  -  FIRST
 AB2296  ELLP ORDER  -  FOURTH    CLASS I
 AB2296
 AB2296.The horizontal coordinates were established by GPS observations
 AB2296.and adjusted by the National Geodetic Survey in February 1997..
 AB2296
 AB2296.The orthometric height was determined by GPS observations and a
 AB2296.high-resolution geoid model.
 AB2296
 AB2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2296
 AB2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2296
 AB2296.The ellipsoidal height was determined by GPS observations
 AB2296.and is referenced to NAD 83.
 AB2296
 AB2296.The geoid height was determined by GEOID03.
 AB2296
 AB2296;                    North         East     Units Scale Factor Converg.
 AB2296;SPC MI C     -   159,879.758 6,081,015.774   MT  0.99991832   +0 43 22.1
 AB2296;SPC MI C     -   524,539.89 19,950,839.15   iFT  0.99991832   +0 43 22.1
 AB2296;UTM  17      - 4,957,947.532   314,499.428   MT  1.00002316   -1 39 01.2
 AB2296
 AB2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2296!SPC MI C     -   0.99996811  x   0.99991832  =   0.99988644
 AB2296!UTM  17      -   0.99996811  x   1.00002316  =   0.99999127
 AB2296
 AB2296                          SUPERSEDED SURVEY CONTROL
 AB2296
 AB2296  ELLIP H (02/03/97)  203.36   (m)                       GP(       ) 4 1
 AB2296  NAD 83(1986)-  44 45 03.12803(N)    083 20 36.50309(W) AD(       ) 1
 AB2296
 AB2296.Superseded values are not recommended for survey control.
 AB2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2296.See file dsdata.txt to determine how the superseded data were derived.
 AB2296
 AB2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1449957948(NAD 83)
 AB2296_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2296_STAMPING: 01203 1994
 AB2296_MARK LOGO: MIDT  
 AB2296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2296+STABILITY: SURFACE MOTION
 AB2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2296+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AB2296
 AB2296  HISTORY     - Date     Condition        Report By
 AB2296  HISTORY     - 1994     MONUMENTED       MIDT
 AB2296  HISTORY     - 19990817 GOOD             USPSQD
 AB2296  HISTORY     - 20030916 GOOD             WOOLPT
 AB2296  HISTORY     - 20050829 GOOD             USPSQD
 AB2296
 AB2296                          STATION DESCRIPTION
 AB2296
 AB2296'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2296'STATION IS LOCATED IN QUAD 440831 AND ON THE BLACK RIVER QUADRANGLE
 AB2296'MAP.  IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T-27-N, R-9-E, HAYNES
 AB2296'TOWNSHIP.  ABOUT 2.0 MI (3.2 KM) WEST OF ALCONA, 5.4 MI (8.7 KM)
 AB2296'NORTHEAST OF LINCOLN, 10.0 MI (16.1 KM) NORTHWEST OF HARRISVILLE AND
 AB2296'ON COUNTY ROAD RIGHT-OF WAY.  TO REACH FROM THE INTERSECTION OF US
 AB2296'HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE, GO NORTHERLY ON US
 AB2296'HIGHWAY 23 FOR 6.92 MI (11.14 KM) TO THE JUNCTION OF SHAW ROAD.  GO
 AB2296'WEST ALONG SHAW ROAD 1.0 MI (1.6 KM) TO THE STATION IN THE NORTHWEST
 AB2296'QUADRANT OF THE JUNCTION OF SHAW ROAD AND POOR FARM ROAD.  STATION IS
 AB2296'WEST-NORTHWEST 89.5 FT (27.3 M) FROM THE SOUTHWEST CORNER OF AN OLD
 AB2296'STONE CHURCH, 25.7 FT (7.8 M) NORTH FROM THE CENTER OF SHAW ROAD, 6.6
 AB2296'FT (2.0 M) NORTHEAST FROM A METAL STREET SIGN POST AND 4.6 FT (1.4 M)
 AB2296'EAST FROM A CARSONITE WITNESS POST.
 AB2296
 AB2296                          STATION RECOVERY (1999)
 AB2296
 AB2296'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2296'RECOVERED IN GOOD CONDITION.
 AB2296
 AB2296                          STATION RECOVERY (2003)
 AB2296
 AB2296'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AB2296'RECOVERED IN GOOD CONDITION.
 AB2296
 AB2296                          STATION RECOVERY (2005)
 AB2296
 AB2296'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2293 ***********************************************************************
 AB2293  DESIGNATION -  01204
 AB2293  PID         -  AB2293
 AB2293  STATE/COUNTY-  MI/ALCONA
 AB2293  USGS QUAD   -  LINCOLN (1989)
 AB2293
 AB2293                         *CURRENT SURVEY CONTROL
 AB2293  ___________________________________________________________________
 AB2293* NAD 83(1994)-  44 39 20.38386(N)    083 27 04.19238(W)     ADJUSTED  
 AB2293* NAVD 88     -       213.8    (meters)     701.     (feet)  GPS OBS   
 AB2293  ___________________________________________________________________
 AB2293  X           -     518,322.510 (meters)                     COMP
 AB2293  Y           -  -4,515,039.987 (meters)                     COMP
 AB2293  Z           -   4,460,334.531 (meters)                     COMP
 AB2293  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AB2293  ELLIP HEIGHT-         178.15  (meters)          (07/12/02) GPS OBS
 AB2293  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 AB2293
 AB2293  HORZ ORDER  -  FIRST
 AB2293  ELLP ORDER  -  FOURTH    CLASS I
 AB2293
 AB2293.The horizontal coordinates were established by GPS observations
 AB2293.and adjusted by the National Geodetic Survey in February 1997..
 AB2293
 AB2293.The orthometric height was determined by GPS observations and a
 AB2293.high-resolution geoid model.
 AB2293
 AB2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2293
 AB2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2293
 AB2293.The ellipsoidal height was determined by GPS observations
 AB2293.and is referenced to NAD 83.
 AB2293
 AB2293.The geoid height was determined by GEOID03.
 AB2293
 AB2293;                    North         East     Units Scale Factor Converg.
 AB2293;SPC MI C     -   149,199.128 6,072,608.519   MT  0.99992525   +0 38 48.2
 AB2293;SPC MI C     -   489,498.45 19,923,256.30   iFT  0.99992525   +0 38 48.2
 AB2293;UTM  17      - 4,947,622.687   305,656.325   MT  1.00006448   -1 43 24.0
 AB2293
 AB2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2293!SPC MI C     -   0.99997207  x   0.99992525  =   0.99989732
 AB2293!UTM  17      -   0.99997207  x   1.00006448  =   1.00003655
 AB2293
 AB2293                          SUPERSEDED SURVEY CONTROL
 AB2293
 AB2293  ELLIP H (02/03/97)  178.14   (m)                       GP(       ) 4 1
 AB2293  NAD 83(1986)-  44 39 20.37459(N)    083 27 04.19805(W) AD(       ) 1
 AB2293
 AB2293.Superseded values are not recommended for survey control.
 AB2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2293.See file dsdata.txt to determine how the superseded data were derived.
 AB2293
 AB2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0565647623(NAD 83)
 AB2293_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2293_STAMPING: 01204 1994
 AB2293_MARK LOGO: MIDT  
 AB2293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2293+STABILITY: SURFACE MOTION
 AB2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2293+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2293
 AB2293  HISTORY     - Date     Condition        Report By
 AB2293  HISTORY     - 1994     MONUMENTED       MIDT
 AB2293  HISTORY     - 19990818 GOOD             USPSQD
 AB2293  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 AB2293
 AB2293                          STATION DESCRIPTION
 AB2293
 AB2293'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAM)
 AB2293'STATION IS LOCATED IN QUAD 440831 AND ON THE HARRISVILLE QUADRANGLE
 AB2293'MAP.  IT IS IN THE NORTHEAST 1/4 OF SECTION 15, T-26-N, R-8-E GOSHIN
 AB2293'TOWNSHIP, ALCONA COUNTY, MICHIGAN.  ABOUT 2.8 MI (4.5 KM) SOUTHWEST
 AB2293'FROM LINCOLN, 4.5 MI (7.2 KM) NORTHWEST FROM LINCOLN, 7.4 MI (11.9 KM)
 AB2293'WEST FROM HARRISVILLE AND ON STATE HIGHWAY RIGHT-OF-WAY. TO REACH FROM
 AB2293'THE INTERSECTION OF US HIGHWAY 23 AND STATE HIGHWAY M-72 IN
 AB2293'HARRISVILLE, GO WEST 7.68 MI (12.36 KM) ALONG STATE HIGHWAY M-72 TO
 AB2293'THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 53.0 FT (16.2 M)
 AB2293'SOUTHEAST FROM A UTILITY POLE, 40.0 FT (12.2 M) EAST FROM THE CENTER
 AB2293'OF A GRAVEL DRIVE, 33.0 FT (10.1 M) NORTH FROM THE CENTER OF STATE
 AB2293'HIGHWAY M-72, AND 4.2 FT (1.3 M) SOUTH FROM A CARSONITE WITNESS POST.
 AB2293
 AB2293                          STATION RECOVERY (1999)
 AB2293
 AB2293'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2293'RECOVERED IN GOOD CONDITION.
 AB2293
 AB2293                          STATION RECOVERY (2005)
 AB2293
 AB2293'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2293'NO WITNESS POST AT THE SITE DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2295 ***********************************************************************
 AB2295  DESIGNATION -  01205
 AB2295  PID         -  AB2295
 AB2295  STATE/COUNTY-  MI/ALCONA
 AB2295  USGS QUAD   -  MIKADO (1989)
 AB2295
 AB2295                         *CURRENT SURVEY CONTROL
 AB2295  ___________________________________________________________________
 AB2295* NAD 83(1994)-  44 32 30.69790(N)    083 25 19.40294(W)     ADJUSTED  
 AB2295* NAVD 88     -       203.2    (meters)     667.     (feet)  GPS OBS   
 AB2295  ___________________________________________________________________
 AB2295  X           -     521,632.575 (meters)                     COMP
 AB2295  Y           -  -4,523,589.767 (meters)                     COMP
 AB2295  Z           -   4,451,322.415 (meters)                     COMP
 AB2295  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AB2295  ELLIP HEIGHT-         167.70  (meters)          (07/12/02) GPS OBS
 AB2295  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AB2295
 AB2295  HORZ ORDER  -  FIRST
 AB2295  ELLP ORDER  -  FOURTH    CLASS I
 AB2295
 AB2295.The horizontal coordinates were established by GPS observations
 AB2295.and adjusted by the National Geodetic Survey in February 1997..
 AB2295
 AB2295.The orthometric height was determined by GPS observations and a
 AB2295.high-resolution geoid model.
 AB2295
 AB2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2295
 AB2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2295
 AB2295.The ellipsoidal height was determined by GPS observations
 AB2295.and is referenced to NAD 83.
 AB2295
 AB2295.The geoid height was determined by GEOID03.
 AB2295
 AB2295;                    North         East     Units Scale Factor Converg.
 AB2295;SPC MI C     -   136,581.244 6,075,064.253   MT  0.99993712   +0 40 02.2
 AB2295;SPC MI C     -   448,101.19 19,931,313.17   iFT  0.99993712   +0 40 02.2
 AB2295;UTM  17      - 4,934,912.460   307,588.789   MT  1.00005530   -1 41 57.9
 AB2295
 AB2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2295!SPC MI C     -   0.99997371  x   0.99993712  =   0.99991083
 AB2295!UTM  17      -   0.99997371  x   1.00005530  =   1.00002900
 AB2295
 AB2295                          SUPERSEDED SURVEY CONTROL
 AB2295
 AB2295  ELLIP H (02/03/97)  167.69   (m)                       GP(       ) 4 1
 AB2295  NAD 83(1986)-  44 32 30.68865(N)    083 25 19.40859(W) AD(       ) 1
 AB2295
 AB2295.Superseded values are not recommended for survey control.
 AB2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2295.See file dsdata.txt to determine how the superseded data were derived.
 AB2295
 AB2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0758934912(NAD 83)
 AB2295_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2295_STAMPING: 01205 1994
 AB2295_MARK LOGO: MIDT  
 AB2295_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2295+STABILITY: SURFACE MOTION
 AB2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2295+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2295
 AB2295  HISTORY     - Date     Condition        Report By
 AB2295  HISTORY     - 1994     MONUMENTED       MIDT
 AB2295  HISTORY     - 19990819 GOOD             USPSQD
 AB2295  HISTORY     - 20051211 GOOD             USPSQD
 AB2295
 AB2295                          STATION DESCRIPTION
 AB2295
 AB2295'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CL)
 AB2295'STATION IS LOCATED IN QUAD 440831 AND ON THE HARRISVILLE QUADRANGLE
 AB2295'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 23, T-25-N, R-8-E, MIKADO
 AB2295'TOWNSHIP.  ABOUT 3.4 MI (5.5 KM) SOUTH OF MIKADO, 8.5 MI (13.7 KM)
 AB2295'NORTHWEST OF OSCODA, 10.2 MI (16.4 KM) SOUTHWEST OF HARRISVILLE AND ON
 AB2295'COUNTY ROAD F-41 RIGHT-OF-WAY.  TO REACH FRON THE INTERSECTION OF US
 AB2295'HIGHWAY 23 AND STATE HIGHWAY M-72 IN HARRISVILLE, GO WEST ON STATE
 AB2295'HIGHWAY M-72 FOR 6.3 MI (10.1 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AB2295'M-72 AND COUNTY ROAD F-41.  GO SOUTH ON COUNTY ROAD F-41 FOR 7.8 MI
 AB2295'(12.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED, IN FRONT OF HOUSE
 AB2295'NUMBER 3947.  STATION IS 32.0 FT (9.8 M) WEST FROM THE CENTER OF
 AB2295'COUNTY ROAD F-41, 16.0 FT (4.9 M) SOUTH OF THE CENTER OF A GRAVEL
 AB2295'DRIVE, 16.0 FT (4.9 M) SOUTHEAST OF A METAL POST SUPPORTING A
 AB2295'NEWSPAPER BOX AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AB2295
 AB2295                          STATION RECOVERY (1999)
 AB2295
 AB2295'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB2295'RECOVERED IN GOOD CONDITION.
 AB2295
 AB2295                          STATION RECOVERY (2005)
 AB2295
 AB2295'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5423 ***********************************************************************
 AA5423  DESIGNATION -  01362
 AA5423  PID         -  AA5423
 AA5423  STATE/COUNTY-  MI/OAKLAND
 AA5423  USGS QUAD   -  DAVISBURG (1983)
 AA5423
 AA5423                         *CURRENT SURVEY CONTROL
 AA5423  ___________________________________________________________________
 AA5423* NAD 83(1994)-  42 47 35.61995(N)    083 34 38.48434(W)     ADJUSTED  
 AA5423* NAVD 88     -       301.9    (meters)     990.     (feet)  GPS OBS   
 AA5423  ___________________________________________________________________
 AA5423  X           -     524,383.459 (meters)                     COMP
 AA5423  Y           -  -4,658,363.907 (meters)                     COMP
 AA5423  Z           -   4,310,856.038 (meters)                     COMP
 AA5423  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 AA5423  ELLIP HEIGHT-         267.98  (meters)          (07/12/02) GPS OBS
 AA5423  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5423
 AA5423  HORZ ORDER  -  FIRST
 AA5423  ELLP ORDER  -  FOURTH    CLASS I
 AA5423
 AA5423.The horizontal coordinates were established by GPS observations
 AA5423.and adjusted by the National Geodetic Survey in February 1997..
 AA5423
 AA5423.The orthometric height was determined by GPS observations and a
 AA5423.high-resolution geoid model.
 AA5423
 AA5423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5423
 AA5423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5423
 AA5423.The ellipsoidal height was determined by GPS observations
 AA5423.and is referenced to NAD 83.
 AA5423
 AA5423.The geoid height was determined by GEOID03.
 AA5423
 AA5423;                    North         East     Units Scale Factor Converg.
 AA5423;SPC MI S     -   143,950.880 4,064,569.612   MT  0.99990816   +0 32 13.7
 AA5423;SPC MI S     -   472,279.79 13,335,202.14   iFT  0.99990816   +0 32 13.7
 AA5423;UTM  17      - 4,741,075.397   289,215.256   MT  1.00014664   -1 45 05.7
 AA5423
 AA5423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5423!SPC MI S     -   0.99995798  x   0.99990816  =   0.99986614
 AA5423!UTM  17      -   0.99995798  x   1.00014664  =   1.00010461
 AA5423
 AA5423                          SUPERSEDED SURVEY CONTROL
 AA5423
 AA5423  ELLIP H (02/03/97)  268.01   (m)                       GP(       ) 4 1
 AA5423  NAD 83(1986)-  42 47 35.62072(N)    083 34 38.51380(W) AD(       ) 1
 AA5423
 AA5423.Superseded values are not recommended for survey control.
 AA5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5423.See file dsdata.txt to determine how the superseded data were derived.
 AA5423
 AA5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8921541075(NAD 83)
 AA5423_MARKER: A = ALUMINUM MARKER
 AA5423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5423_STAMPING: 01362
 AA5423_MARK LOGO: WADTRI
 AA5423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5423+STABILITY: SURFACE MOTION
 AA5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5423+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5423
 AA5423  HISTORY     - Date     Condition        Report By
 AA5423  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5423  HISTORY     - 20030430 MARK NOT FOUND   ROWEIN
 AA5423  HISTORY     - 20060104 POOR             INDIV
 AA5423
 AA5423                          STATION DESCRIPTION
 AA5423
 AA5423'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5423'INTERSTATE 75 TO EXIT 101 (GRANGE HALL ROAD), THENCE WEST 0.15 MILES
 AA5423'(0.24 KM) ALONG GRANGE HALL ROAD TO MACKEY ROAD, THENCE SOUTH 1.45
 AA5423'MILES (2.33 KM) ALONG MACKEY ROAD TO RODD ROAD, THENCE EAST 0.55 MILES
 AA5423'(0.89 KM) ALONG RODD ROAD TO EAST HOLLY ROAD AND THE MONUMENT AT THE
 AA5423'NORHTEAST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS 29 FEET (8.8
 AA5423'M) EAST OF THE CENTERLINE OF RODD ROAD, 53 FEET (16.2 M) NORHT OF THE
 AA5423'CENTERLINE OF EAST HOLLY ROAD, 3.5 FEET (1.1 M) SOUTHWEST OF A
 AA5423'CONCRETE RIGHT-OF-WAY POST, 81 FEET (24.7 M) EAST NORTHEAST OF A 10
 AA5423'INCH ELM TREE, 147.5 FEET (45.0 M) NORTHEAST OF AN 18 INCH SHAG BARK
 AA5423'TREE, AND LEVEL TO GRANGE HALL ROAD.
 AA5423
 AA5423                          STATION RECOVERY (2003)
 AA5423
 AA5423'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 AA5423'MARK APPEARS TO HAVE BEEN DESTROYED IN RECONSTRUCTION OF INTERSECTION.
 AA5423' 
 AA5423
 AA5423                          STATION RECOVERY (2006)
 AA5423
 AA5423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5423'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5415 ***********************************************************************
 AA5415  DESIGNATION -  02362
 AA5415  PID         -  AA5415
 AA5415  STATE/COUNTY-  MI/OAKLAND
 AA5415  USGS QUAD   -  ORTONVILLE (1991)
 AA5415
 AA5415                         *CURRENT SURVEY CONTROL
 AA5415  ___________________________________________________________________
 AA5415* NAD 83(1994)-  42 47 49.22866(N)    083 27 08.30957(W)     ADJUSTED  
 AA5415* NAVD 88     -       332.4    (meters)    1091.     (feet)  GPS OBS   
 AA5415  ___________________________________________________________________
 AA5415  X           -     534,519.127 (meters)                     COMP
 AA5415  Y           -  -4,656,947.011 (meters)                     COMP
 AA5415  Z           -   4,311,184.809 (meters)                     COMP
 AA5415  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AA5415  ELLIP HEIGHT-         298.32  (meters)          (07/12/02) GPS OBS
 AA5415  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA5415
 AA5415  HORZ ORDER  -  FIRST
 AA5415  ELLP ORDER  -  FOURTH    CLASS I
 AA5415
 AA5415.The horizontal coordinates were established by GPS observations
 AA5415.and adjusted by the National Geodetic Survey in February 1997..
 AA5415
 AA5415.The orthometric height was determined by GPS observations and a
 AA5415.high-resolution geoid model.
 AA5415
 AA5415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5415
 AA5415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5415
 AA5415.The ellipsoidal height was determined by GPS observations
 AA5415.and is referenced to NAD 83.
 AA5415
 AA5415.The geoid height was determined by GEOID03.
 AA5415
 AA5415;                    North         East     Units Scale Factor Converg.
 AA5415;SPC MI S     -   144,474.253 4,074,794.292   MT  0.99990805   +0 37 20.1
 AA5415;SPC MI S     -   473,996.89 13,368,747.68   iFT  0.99990805   +0 37 20.1
 AA5415;UTM  17      - 4,741,190.036   299,454.855   MT  1.00009482   -1 39 60.0
 AA5415
 AA5415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5415!SPC MI S     -   0.99995322  x   0.99990805  =   0.99986127
 AA5415!UTM  17      -   0.99995322  x   1.00009482  =   1.00004803
 AA5415
 AA5415                          SUPERSEDED SURVEY CONTROL
 AA5415
 AA5415  ELLIP H (02/03/97)  298.35   (m)                       GP(       ) 4 1
 AA5415  NAD 83(1986)-  42 47 49.23146(N)    083 27 08.33952(W) AD(       ) 1
 AA5415
 AA5415.Superseded values are not recommended for survey control.
 AA5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5415.See file dsdata.txt to determine how the superseded data were derived.
 AA5415
 AA5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9945541190(NAD 83)
 AA5415_MARKER: A = ALUMINUM MARKER
 AA5415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5415_STAMPING: 02362
 AA5415_MARK LOGO: WADTRI
 AA5415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5415+STABILITY: SURFACE MOTION
 AA5415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5415+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AA5415
 AA5415  HISTORY     - Date     Condition        Report By
 AA5415  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5415  HISTORY     - 20030430 GOOD             ROWEIN
 AA5415  HISTORY     - 20060104 GOOD             INDIV
 AA5415
 AA5415                          STATION DESCRIPTION
 AA5415
 AA5415'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5415'M-15 TO OAKHILL ROAD, THENCE WEST ALONG OAKHILL ROAD 1.8 MILES (2.9
 AA5415'KM) TO OAKHILL PLACE, THENCE NORTH ALONG OAKHILL PLACE 183 FEET (55.8
 AA5415'M) TO THE MONUMENT AT THE EAST SIDE OF OAKHLL PLACE.  THE MONUMENT IS
 AA5415'24 FEET (7.3 M) EAST OF THE CENTERLINE OF OAKHILL PLACE, 6 FEET (1.8
 AA5415'M) SOUTHEST OF A WOOD FENCE POST, 4.5 FEET (1.4 M) NORTHWEST OF A WOOD
 AA5415'FENCE POST, 48 FEET (14.6 M) SOUTHEAST OF AN 18 INCH TRIPLE POPLAR
 AA5415'TREE, 55.7 FEET (17.0 M) NORTHEAST OF A "BURRIED TELEPHONE CABLE"
 AA5415'POST, AND 1 FOOT (0.3 M) HIGHER THAN OAKHILL PLACE.
 AA5415
 AA5415                          STATION RECOVERY (2003)
 AA5415
 AA5415'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 AA5415'RECOVERED IN GOOD CONDITION.
 AA5415
 AA5415                          STATION RECOVERY (2006)
 AA5415
 AA5415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5425 ***********************************************************************
 AA5425  DESIGNATION -  03012
 AA5425  PID         -  AA5425
 AA5425  STATE/COUNTY-  MI/OAKLAND
 AA5425  USGS QUAD   -  METAMORA (1991)
 AA5425
 AA5425                         *CURRENT SURVEY CONTROL
 AA5425  ___________________________________________________________________
 AA5425* NAD 83(1994)-  42 52 57.41566(N)    083 20 14.09708(W)     ADJUSTED  
 AA5425* NAVD 88     -       340.2    (meters)    1116.     (feet)  GPS OBS   
 AA5425  ___________________________________________________________________
 AA5425  X           -     543,120.271 (meters)                     COMP
 AA5425  Y           -  -4,649,446.655 (meters)                     COMP
 AA5425  Z           -   4,318,163.602 (meters)                     COMP
 AA5425  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AA5425  ELLIP HEIGHT-         305.83  (meters)          (07/12/02) GPS OBS
 AA5425  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 AA5425
 AA5425  HORZ ORDER  -  FIRST
 AA5425  ELLP ORDER  -  FOURTH    CLASS I
 AA5425
 AA5425.The horizontal coordinates were established by GPS observations
 AA5425.and adjusted by the National Geodetic Survey in February 1997..
 AA5425
 AA5425.The orthometric height was determined by GPS observations and a
 AA5425.high-resolution geoid model.
 AA5425
 AA5425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5425
 AA5425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5425
 AA5425.The ellipsoidal height was determined by GPS observations
 AA5425.and is referenced to NAD 83.
 AA5425
 AA5425.The geoid height was determined by GEOID03.
 AA5425
 AA5425;                    North         East     Units Scale Factor Converg.
 AA5425;SPC MI S     -   154,091.411 4,084,089.383   MT  0.99990688   +0 42 02.0
 AA5425;SPC MI S     -   505,549.25 13,399,243.38   iFT  0.99990688   +0 42 02.0
 AA5425;UTM  17      - 4,750,429.581   309,128.424   MT  1.00004822   -1 35 27.5
 AA5425
 AA5425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5425!SPC MI S     -   0.99995204  x   0.99990688  =   0.99985892
 AA5425!UTM  17      -   0.99995204  x   1.00004822  =   1.00000026
 AA5425
 AA5425                          SUPERSEDED SURVEY CONTROL
 AA5425
 AA5425  ELLIP H (02/03/97)  305.86   (m)                       GP(       ) 4 1
 AA5425  NAD 83(1986)-  42 52 57.41807(N)    083 20 14.12730(W) AD(       ) 1
 AA5425
 AA5425.Superseded values are not recommended for survey control.
 AA5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5425.See file dsdata.txt to determine how the superseded data were derived.
 AA5425
 AA5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0912850430(NAD 83)
 AA5425_MARKER: A = ALUMINUM MARKER
 AA5425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5425_STAMPING: 03012
 AA5425_MARK LOGO: WADTRI
 AA5425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5425+STABILITY: SURFACE MOTION
 AA5425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5425+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5425
 AA5425  HISTORY     - Date     Condition        Report By
 AA5425  HISTORY     - 1993     MONUMENTED       USGS
 AA5425  HISTORY     - 20010920 MARK NOT FOUND   LOCENG
 AA5425  HISTORY     - 20060104 MARK NOT FOUND   INDIV
 AA5425
 AA5425                          STATION DESCRIPTION
 AA5425
 AA5425'DESCRIBED BY US GEOLOGICAL SURVEY 1993 (JEK)
 AA5425'M-24 TO DAVISON LAKE ROAD, THENCE WEST 1.6 MILES (2.6 KM) ALONG
 AA5425'DAVISION LAKE ROAD TO THE MONUMENT AT THE SOUTH SIDE OF DAVISON LAKE
 AA5425'ROAD.  THE MONUMENT IS 52 FEET (15.8 M) SOUTH OF THE CENTERLINE OF
 AA5425'DAVISON LAKE ROAD, 141 FEET (43.0 M) WEST OF THE CENTERLINE OF BALDWIN
 AA5425'ROAD, 35.5 FEET (10.8 M) EAST NORTHEAST OF A POWER POLE, 144.1 FEET
 AA5425'(43.9 M) SOUTH SOUTHEAST OF A POWER POLE, 82.4 FEET (25.1 M) SOUTH
 AA5425'SOUTHEAST OF A TELEPHONE BOX, 54.8 FEET (16.7 M) SOUTHWEST OF A 24
 AA5425'INCH OAK TREE AND 1 FOOT (0.3 M) LOWER THAN DAVISON LAKE ROAD.
 AA5425
 AA5425                          STATION RECOVERY (2001)
 AA5425
 AA5425'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5425'PER THE ABOVE WITNESSES, STATION APPEARS TO BE IN AREA OF ASPHALT
 AA5425'DRIVEWAY TO RECENTLY CONSTRUCTED HOUSE, NUMBER 3103 DAVISON LAKE ROAD,
 AA5425'AND WAS NOT FOUND.
 AA5425
 AA5425                          STATION RECOVERY (2006)
 AA5425
 AA5425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5425'UNDER ASPHALT DRIVEWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5426 ***********************************************************************
 AA5426  DESIGNATION -  03061
 AA5426  PID         -  AA5426
 AA5426  STATE/COUNTY-  MI/OAKLAND
 AA5426  USGS QUAD   -  HADLEY (1991)
 AA5426
 AA5426                         *CURRENT SURVEY CONTROL
 AA5426  ___________________________________________________________________
 AA5426* NAD 83(1994)-  42 52 40.36863(N)    083 27 16.22816(W)     ADJUSTED  
 AA5426* NAVD 88     -       285.1    (meters)     935.     (feet)  GPS OBS   
 AA5426  ___________________________________________________________________
 AA5426  X           -     533,640.035 (meters)                     COMP
 AA5426  Y           -  -4,650,864.076 (meters)                     COMP
 AA5426  Z           -   4,317,740.719 (meters)                     COMP
 AA5426  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 AA5426  ELLIP HEIGHT-         250.88  (meters)          (07/12/02) GPS OBS
 AA5426  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 AA5426
 AA5426  HORZ ORDER  -  FIRST
 AA5426  ELLP ORDER  -  FOURTH    CLASS I
 AA5426
 AA5426.The horizontal coordinates were established by GPS observations
 AA5426.and adjusted by the National Geodetic Survey in February 1997..
 AA5426
 AA5426.The orthometric height was determined by GPS observations and a
 AA5426.high-resolution geoid model.
 AA5426
 AA5426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5426
 AA5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5426
 AA5426.The ellipsoidal height was determined by GPS observations
 AA5426.and is referenced to NAD 83.
 AA5426
 AA5426.The geoid height was determined by GEOID03.
 AA5426
 AA5426;                    North         East     Units Scale Factor Converg.
 AA5426;SPC MI S     -   153,455.001 4,074,517.048   MT  0.99990689   +0 37 14.7
 AA5426;SPC MI S     -   503,461.29 13,367,838.08   iFT  0.99990689   +0 37 14.7
 AA5426;UTM  17      - 4,750,176.373   299,536.723   MT  1.00009440   -1 40 14.5
 AA5426
 AA5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5426!SPC MI S     -   0.99996066  x   0.99990689  =   0.99986755
 AA5426!UTM  17      -   0.99996066  x   1.00009440  =   1.00005505
 AA5426
 AA5426                          SUPERSEDED SURVEY CONTROL
 AA5426
 AA5426  ELLIP H (02/03/97)  250.91   (m)                       GP(       ) 4 1
 AA5426  NAD 83(1986)-  42 52 40.37034(N)    083 27 16.25820(W) AD(       ) 1
 AA5426
 AA5426.Superseded values are not recommended for survey control.
 AA5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5426.See file dsdata.txt to determine how the superseded data were derived.
 AA5426
 AA5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9953750176(NAD 83)
 AA5426_MARKER: A = ALUMINUM MARKER
 AA5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5426_STAMPING: 03061
 AA5426_MARK LOGO: WADTRI
 AA5426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5426+STABILITY: SURFACE MOTION
 AA5426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5426+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5426
 AA5426  HISTORY     - Date     Condition        Report By
 AA5426  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5426  HISTORY     - 20010920 GOOD             LOCENG
 AA5426  HISTORY     - 20020601 GOOD             INDIV
 AA5426  HISTORY     - 20060104 MARK NOT FOUND   INDIV
 AA5426
 AA5426                          STATION DESCRIPTION
 AA5426
 AA5426'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5426'M-15 TO COUNTY LINE ROAD, THENCE EAST 0.9 MILES (1.4 KM) ALONG COUNTY
 AA5426'LINE ROAD TO STATE PARK ROAD, THENCE NORTH ALONG STATE PARK ROAD 0.15
 AA5426'MILES (0.24 KM) TO THE MONUMENT AT THE EAST SIDE OF STATE PARK ROAD.
 AA5426'THE MONUMENT IS 35 FEET (10.7 M) EAST OF THE CENTERLINE OF STATE PARK
 AA5426'ROAD, 60 FEET (18.3 M) SOUTH SOUTHWEST OF A POWER POLE, 101.2 FEET
 AA5426'(30.8 M) SOUTHWEST OF SOUTHWEST OF GARAGE OF HOUSE 10455 STATE PARK
 AA5426'ROAD, 91 FEET (27.7 M) SOUTHEAST OF 18 INCH PINE TREE, 82.4 FEET (25.1
 AA5426'M) NORTHEAST OF 10 INCH PINE TREE AND LEVEL TO THE SURFACE OF STATE
 AA5426'PARK ROAD.
 AA5426
 AA5426                          STATION RECOVERY (2001)
 AA5426
 AA5426'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5426'STATION APPEARS TO BE IN GENESEE COUNTY, NOT OAKLAND, PER THE ABOVE
 AA5426'DESCRIPTION AND PUBLISHED LAT/LONG. SUITABILITY FOR GPS OBSERVATION IS
 AA5426'MARGINAL AT BEST DUE TO TREE COVER.
 AA5426
 AA5426                          STATION RECOVERY (2002)
 AA5426
 AA5426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5426'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5426'FOUND THIS CORNER TO BE GOOD.
 AA5426
 AA5426                          STATION RECOVERY (2006)
 AA5426
 AA5426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3826 ***********************************************************************
 AA3826  DESIGNATION -  03200
 AA3826  PID         -  AA3826
 AA3826  STATE/COUNTY-  MI/ALLEGAN
 AA3826  USGS QUAD   -  KALAMAZOO NE (1979)
 AA3826
 AA3826                         *CURRENT SURVEY CONTROL
 AA3826  ___________________________________________________________________
 AA3826* NAD 83(1994)-  42 26 35.06577(N)    085 37 17.56218(W)     ADJUSTED  
 AA3826* NAVD 88     -       224.6    (meters)     737.     (feet)  GPS OBS   
 AA3826  ___________________________________________________________________
 AA3826  X           -     359,891.239 (meters)                     COMP
 AA3826  Y           -  -4,700,309.689 (meters)                     COMP
 AA3826  Z           -   4,282,179.671 (meters)                     COMP
 AA3826  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AA3826  ELLIP HEIGHT-         191.50  (meters)          (07/17/02) GPS OBS
 AA3826  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 AA3826
 AA3826  HORZ ORDER  -  FIRST
 AA3826  ELLP ORDER  -  FOURTH    CLASS I
 AA3826
 AA3826.The horizontal coordinates were established by GPS observations
 AA3826.and adjusted by the National Geodetic Survey in February 1997..
 AA3826
 AA3826.The orthometric height was determined by GPS observations and a
 AA3826.high-resolution geoid model.
 AA3826
 AA3826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3826
 AA3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3826
 AA3826.The ellipsoidal height was determined by GPS observations
 AA3826.and is referenced to NAD 83.
 AA3826
 AA3826.The geoid height was determined by GEOID03.
 AA3826
 AA3826;                    North         East     Units Scale Factor Converg.
 AA3826;SPC MI S     -   105,523.740 3,896,767.105   MT  0.99993645   -0 51 14.3
 AA3826;SPC MI S     -   346,206.50 12,784,668.98   iFT  0.99993645   -0 51 14.3
 AA3826;UTM  16      - 4,699,892.515   613,365.991   MT  0.99975812   +0 55 49.3
 AA3826
 AA3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3826!SPC MI S     -   0.99996997  x   0.99993645  =   0.99990642
 AA3826!UTM  16      -   0.99996997  x   0.99975812  =   0.99972809
 AA3826
 AA3826                          SUPERSEDED SURVEY CONTROL
 AA3826
 AA3826  NAD 83(1994)-  42 26 35.06613(N)    085 37 17.57460(W) AD(       ) 1
 AA3826
 AA3826.Superseded values are not recommended for survey control.
 AA3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3826.See file dsdata.txt to determine how the superseded data were derived.
 AA3826
 AA3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1336699893(NAD 83)
 AA3826_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3826_STAMPING: 03200 1992
 AA3826_MARK LOGO: MIDT  
 AA3826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3826+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AA3826
 AA3826  HISTORY     - Date     Condition        Report By
 AA3826  HISTORY     - 1992     MONUMENTED       MIDT
 AA3826  HISTORY     - 20031109 GOOD             USPSQD
 AA3826  HISTORY     - 20051015 GOOD             USPSQD
 AA3826
 AA3826                          STATION DESCRIPTION
 AA3826
 AA3826'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3826'STATION IS LOCATED IN QUAD 420853, ON THE KALAMAZOO NORTHEAST
 AA3826'QUADRANGLE MAP. IT IS IN THE NORTHWEST 1/4 OF SECTION 28, T-1-N,
 AA3826'R-11-W, GUN PLAIN TOWNSHIP.  ABOUT 1.1 MI (1.8 KM) EAST OF PLAINWELL,
 AA3826'ABOUT 11.5 MI (18.5 KM) NORTHWEST OF RICHLAND AND ABOUT 11.5 MI (18.5
 AA3826'KM) NORTHERLY OF THE COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE
 AA3826'STATION FROM THE MEDIAN OF THE INTERCHANGE OF UNITED STATES HIGHWAY
 AA3826'131 AND STATE HIGHWAY M-89 AT PLAINWELL, GO EAST ALONG STATE HIGHWAY
 AA3826'M-89 FOR 1.95 MI (3.14 KM) TO THE JUNCTION OF 8TH STREET AND THE
 AA3826'STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THIS INTERSECTION AS
 AA3826'DESCRIBED. STATION IS 50.0 FT (15.2 M) NORTH FROM THE CENTER OF STATE
 AA3826'HIGHWAY M-89, 148.0 FT (45.1 M) EAST FROM CENTER OF 8TH STREET, 52.0
 AA3826'FT (15.8 M) EASTERLY FROM UTILITY POLE, 100.0 FT (30.5 M) WESTERLY
 AA3826'FROM UTILITY JUNCTION BOX, AND 2 FT (0.6 M) SOUTHERLY OF METAL WITNESS
 AA3826'POST WITH SIGN.
 AA3826
 AA3826                          STATION RECOVERY (2003)
 AA3826
 AA3826'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 AA3826'RECOVERED IN GOOD CONDITION.
 AA3826
 AA3826                          STATION RECOVERY (2005)
 AA3826
 AA3826'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA3826'ALSO HAS A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3827 ***********************************************************************
 AA3827  DESIGNATION -  03201
 AA3827  PID         -  AA3827
 AA3827  STATE/COUNTY-  MI/ALLEGAN
 AA3827  USGS QUAD   -  KALAMAZOO NE (1979)
 AA3827
 AA3827                         *CURRENT SURVEY CONTROL
 AA3827  ___________________________________________________________________
 AA3827* NAD 83(1994)-  42 26 34.65423(N)    085 36 06.02160(W)     ADJUSTED  
 AA3827* NAVD 88     -       254.6    (meters)     835.     (feet)  GPS OBS   
 AA3827  ___________________________________________________________________
 AA3827  X           -     361,523.816 (meters)                     COMP
 AA3827  Y           -  -4,700,215.126 (meters)                     COMP
 AA3827  Z           -   4,282,190.478 (meters)                     COMP
 AA3827  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AA3827  ELLIP HEIGHT-         221.40  (meters)          (07/17/02) GPS OBS
 AA3827  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AA3827
 AA3827  HORZ ORDER  -  FIRST
 AA3827  ELLP ORDER  -  FOURTH    CLASS I
 AA3827
 AA3827.The horizontal coordinates were established by GPS observations
 AA3827.and adjusted by the National Geodetic Survey in February 1997..
 AA3827
 AA3827.The orthometric height was determined by GPS observations and a
 AA3827.high-resolution geoid model.
 AA3827
 AA3827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3827
 AA3827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3827
 AA3827.The ellipsoidal height was determined by GPS observations
 AA3827.and is referenced to NAD 83.
 AA3827
 AA3827.The geoid height was determined by GEOID03.
 AA3827
 AA3827;                    North         East     Units Scale Factor Converg.
 AA3827;SPC MI S     -   105,486.871 3,898,401.608   MT  0.99993646   -0 50 25.6
 AA3827;SPC MI S     -   346,085.53 12,790,031.52   iFT  0.99993646   -0 50 25.6
 AA3827;UTM  16      - 4,699,906.553   615,000.561   MT  0.99976272   +0 56 37.6
 AA3827
 AA3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3827!SPC MI S     -   0.99996528  x   0.99993646  =   0.99990174
 AA3827!UTM  16      -   0.99996528  x   0.99976272  =   0.99972801
 AA3827
 AA3827                          SUPERSEDED SURVEY CONTROL
 AA3827
 AA3827  NAD 83(1994)-  42 26 34.65461(N)    085 36 06.03401(W) AD(       ) 1
 AA3827
 AA3827.Superseded values are not recommended for survey control.
 AA3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3827.See file dsdata.txt to determine how the superseded data were derived.
 AA3827
 AA3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1500199907(NAD 83)
 AA3827_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3827_STAMPING: 03201 1992
 AA3827_MARK LOGO: MIDT  
 AA3827_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3827+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3827
 AA3827  HISTORY     - Date     Condition        Report By
 AA3827  HISTORY     - 1992     MONUMENTED       MIDT
 AA3827  HISTORY     - 20031109 GOOD             USPSQD
 AA3827  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 AA3827
 AA3827                          STATION DESCRIPTION
 AA3827
 AA3827'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3827'STATION IS LOCATED IN QUAD 420853 ON THE KALAMAZOO NE QUADRANGLE MAP.
 AA3827'IT IS IN THE SOUTHWEST 1/4 SECTION 27, T-1-N, R-11-W, GUN PLAIN
 AA3827'TOWNSHIP.  ABOUT 2.1 MI (3.4 KM) EASTERLY OF PLAINWELL, ABOUT 8.8 MI
 AA3827'(14.2 KM) NORTHWEST OF RICHLAND AND ABOUT 11.5 MI (18.5 KM) NORTHERLY
 AA3827'OF COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE STATION FROM THE
 AA3827'INTERCHANGE OF UNITED STATES HIGHWAY 131 WITH STATE HIGHWAY M-89 AT
 AA3827'PLAINWELL, GO EASTERLY ALONG STATE HIGHWAY M-89 FOR 3.0 MI (4.8 KM) TO
 AA3827'THE STATION ON THE RIGHT, AS DESCRIBED. STATION IS 28.0 FT (8.5 M)
 AA3827'SOUTHERLY FROM CENTER OF STATE HIGHWAY M-89 AND 201.0 FT (61.3 M)
 AA3827'EASTERLY FROM CENTER OF 6TH STREET, 9.0 FT (2.7 M) NORTHERLY FROM
 AA3827'CENTER OF DITCH AND 2 FT (0.6 M) NORTH FROM METAL WITNESS POST WITH
 AA3827'SIGN.
 AA3827
 AA3827                          STATION RECOVERY (2003)
 AA3827
 AA3827'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 AA3827'RECOVERED IN GOOD CONDITION.
 AA3827
 AA3827                          STATION RECOVERY (2005)
 AA3827
 AA3827'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA3827'ROAD APPEARS TO HAVE BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3828 ***********************************************************************
 AA3828  DESIGNATION -  03202
 AA3828  PID         -  AA3828
 AA3828  STATE/COUNTY-  MI/ALLEGAN
 AA3828  USGS QUAD   -  SAUGATUCK (1981)
 AA3828
 AA3828                         *CURRENT SURVEY CONTROL
 AA3828  ___________________________________________________________________
 AA3828* NAD 83(1994)-  42 44 01.52775(N)    086 08 23.71775(W)     ADJUSTED  
 AA3828* NAVD 88     -       217.6    (meters)     714.     (feet)  GPS OBS   
 AA3828  ___________________________________________________________________
 AA3828  X           -     315,880.141 (meters)                     COMP
 AA3828  Y           -  -4,681,565.088 (meters)                     COMP
 AA3828  Z           -   4,305,948.831 (meters)                     COMP
 AA3828  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AA3828  ELLIP HEIGHT-         184.25  (meters)          (07/17/02) GPS OBS
 AA3828  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AA3828
 AA3828  HORZ ORDER  -  FIRST
 AA3828  ELLP ORDER  -  FOURTH    CLASS I
 AA3828
 AA3828.The horizontal coordinates were established by GPS observations
 AA3828.and adjusted by the National Geodetic Survey in February 1997..
 AA3828
 AA3828.The orthometric height was determined by GPS observations and a
 AA3828.high-resolution geoid model.
 AA3828
 AA3828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3828
 AA3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3828
 AA3828.The ellipsoidal height was determined by GPS observations
 AA3828.and is referenced to NAD 83.
 AA3828
 AA3828.The geoid height was determined by GEOID03.
 AA3828
 AA3828;                    North         East     Units Scale Factor Converg.
 AA3828;SPC MI S     -   138,571.448 3,854,808.101   MT  0.99991035   -1 12 24.3
 AA3828;SPC MI S     -   454,630.73 12,647,008.21   iFT  0.99991035   -1 12 24.3
 AA3828;UTM  16      - 4,731,608.340   570,405.707   MT  0.99966098   +0 35 01.2
 AA3828
 AA3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3828!SPC MI S     -   0.99997111  x   0.99991035  =   0.99988146
 AA3828!UTM  16      -   0.99997111  x   0.99966098  =   0.99963210
 AA3828
 AA3828                          SUPERSEDED SURVEY CONTROL
 AA3828
 AA3828  ELLIP H (02/03/97)  184.27   (m)                       GP(       ) 4 1
 AA3828  NAD 83(1994)-  42 44 01.52866(N)    086 08 23.72892(W) AD(       ) 1
 AA3828
 AA3828.Superseded values are not recommended for survey control.
 AA3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3828.See file dsdata.txt to determine how the superseded data were derived.
 AA3828
 AA3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7040631608(NAD 83)
 AA3828_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3828_STAMPING: 03202 1993
 AA3828_MARK LOGO: MIDT  
 AA3828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3828+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 AA3828
 AA3828  HISTORY     - Date     Condition        Report By
 AA3828  HISTORY     - 1993     MONUMENTED       MIDT
 AA3828  HISTORY     - 19930929 GOOD             MIDT
 AA3828
 AA3828                          STATION DESCRIPTION
 AA3828
 AA3828'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3828'STATION IS LOCATED IN QUAD 420861 ON THE SAUGATUCK QUADRANGLE MAP. IT
 AA3828'IS IN THE NORTHEAST 1/4 OF SECTION 13, T-4-N, R-16-W, LAKETOWN
 AA3828'TOWNSHIP, ABOUT 6.0 MI (9.7 KM) NORTHEAST OF SAUGATUCK, ABOUT 4.0 MI
 AA3828'(6.4 KM) SOUTHWEST OF HOLLAND, AND ABOUT 24.5 MI (39.4 KM) NORTHWEST
 AA3828'OF ALLEGAN, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH STATION FROM
 AA3828'INTERCHANGE OF STATE HIGHWAY M-40 AND INTERSTATE HIGHWAY I-196 NEAR
 AA3828'SOUTHEAST HOLLAND, GO SOUTHWEST 3.7 MI (6.0 KM) ALONG INTERSTATE
 AA3828'HIGHWAY I-196 TO STATION ON RIGHT, AS DESCRIBED. STATION IS 30 FT (9.1
 AA3828'M) NORTH FROM NORTH EDGE CONCRETE LANE OF WEST BOUND INTERSTATE
 AA3828'HIGHWAY I-196, 21 FT (6.4 M) NORTH FROM NORTHERLY EDGE BITUMINOUS
 AA3828'SHOULDER ON THE NORTH SIDE OF WEST BOUND INTERSTATE HIGHWAY I-196, 336
 AA3828'FT (102.4 M) EASTERLY FROM EAST END GUARD RAIL, 62 FT (18.9 M)
 AA3828'SOUTHERLY FROM RIGHT-OF-WAY FENCE, 4 FT (1.2 M) SOUTH FROM METAL
 AA3828'WITNESS POST WITH SIGN.
 AA3828
 AA3828                          STATION RECOVERY (1993)
 AA3828
 AA3828'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CGS)
 AA3828'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3829 ***********************************************************************
 AA3829  DESIGNATION -  03203
 AA3829  PID         -  AA3829
 AA3829  STATE/COUNTY-  MI/ALLEGAN
 AA3829  USGS QUAD   -  HAMILTON WEST (1981)
 AA3829
 AA3829                         *CURRENT SURVEY CONTROL
 AA3829  ___________________________________________________________________
 AA3829* NAD 83(1994)-  42 44 11.72041(N)    086 07 14.74394(W)     ADJUSTED  
 AA3829* NAVD 88     -       214.7    (meters)     704.     (feet)  GPS OBS   
 AA3829  ___________________________________________________________________
 AA3829  X           -     317,431.027 (meters)                     COMP
 AA3829  Y           -  -4,681,244.096 (meters)                     COMP
 AA3829  Z           -   4,306,177.865 (meters)                     COMP
 AA3829  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AA3829  ELLIP HEIGHT-         181.32  (meters)          (07/17/02) GPS OBS
 AA3829  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 AA3829
 AA3829  HORZ ORDER  -  FIRST
 AA3829  ELLP ORDER  -  FOURTH    CLASS I
 AA3829
 AA3829.The horizontal coordinates were established by GPS observations
 AA3829.and adjusted by the National Geodetic Survey in February 1997..
 AA3829
 AA3829.The orthometric height was determined by GPS observations and a
 AA3829.high-resolution geoid model.
 AA3829
 AA3829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3829
 AA3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3829
 AA3829.The ellipsoidal height was determined by GPS observations
 AA3829.and is referenced to NAD 83.
 AA3829
 AA3829.The geoid height was determined by GEOID03.
 AA3829
 AA3829;                    North         East     Units Scale Factor Converg.
 AA3829;SPC MI S     -   138,853.011 3,856,383.172   MT  0.99991022   -1 11 37.4
 AA3829;SPC MI S     -   455,554.50 12,652,175.76   iFT  0.99991022   -1 11 37.4
 AA3829;UTM  16      - 4,731,938.894   571,970.824   MT  0.99966372   +0 35 48.1
 AA3829
 AA3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3829!SPC MI S     -   0.99997156  x   0.99991022  =   0.99988179
 AA3829!UTM  16      -   0.99997156  x   0.99966372  =   0.99963529
 AA3829
 AA3829                          SUPERSEDED SURVEY CONTROL
 AA3829
 AA3829  ELLIP H (02/03/97)  181.34   (m)                       GP(       ) 4 1
 AA3829  NAD 83(1994)-  42 44 11.72130(N)    086 07 14.75508(W) AD(       ) 1
 AA3829
 AA3829.Superseded values are not recommended for survey control.
 AA3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3829.See file dsdata.txt to determine how the superseded data were derived.
 AA3829
 AA3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7197131939(NAD 83)
 AA3829_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3829_STAMPING: 03203 1993
 AA3829_MARK LOGO: MIDT  
 AA3829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3829+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 AA3829
 AA3829  HISTORY     - Date     Condition        Report By
 AA3829  HISTORY     - 1993     MONUMENTED       MIDT
 AA3829  HISTORY     - 19930929 GOOD             MIDT
 AA3829
 AA3829                          STATION DESCRIPTION
 AA3829
 AA3829'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3829'STATION IS LOCATED IN QUAD 420861 ON THE FENNVILLE QUADRANGLE MAP. IT
 AA3829'IS IN THE NORTHWEST 1/4 OF SECTION 18,  T-4-N, R-15-W, FILLMORE
 AA3829'TOWNSHIP,  ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HOLLAND,  ABOUT 7.0 MI
 AA3829'(11.3 KM) NORTHEAST OF SAUGATUCK, AND ABOUT 25.5 MI (41.0 KM)
 AA3829'NORTHWEST OF ALLEGAN, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH STATION
 AA3829'FROM JUNCTION STATE HIGHWAY M-40 AND INTERSTATE I-196 NEAR SOUTHEAST
 AA3829'HOLLAND, GO SOUTHWESTERLY ALONG WEST BOUND INTERSTATE I-196 FOR 2.7 MI
 AA3829'(4.3 KM) TO STATION ON THE RIGHT AS DESCRIBED. STATION IS ALUMINUM
 AA3829'DISK IN CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 20 FT (6.1 M)
 AA3829'NORTHERLY OF THE NORTH EDGE CONCRETE LANE OF WEST BOUND INTERSTATE
 AA3829'I-196, 10 FT (3.0 M) NORTHERLY OF NORTH EDGE BITUMINOUS SHOULDER, 36
 AA3829'FT (11.0 M) SOUTHERLY OF EAST-WEST DITCH, 71 FT (21.6 M) SOUTHERLY OF
 AA3829'RIGHT OF WAY FENCE, AND 4 FT (1.2 M) SOUTHERLY OF METAL WITNESS POST
 AA3829'WITH SIGN.
 AA3829
 AA3829                          STATION RECOVERY (1993)
 AA3829
 AA3829'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3829'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3830 ***********************************************************************
 AA3830  DESIGNATION -  03204
 AA3830  PID         -  AA3830
 AA3830  STATE/COUNTY-  MI/ALLEGAN
 AA3830  USGS QUAD   -  LACOTA (1981)
 AA3830
 AA3830                         *CURRENT SURVEY CONTROL
 AA3830  ___________________________________________________________________
 AA3830* NAD 83(1994)-  42 26 25.25356(N)    086 14 43.14005(W)     ADJUSTED  
 AA3830* NAVD 88     -       198.0    (meters)     650.     (feet)  GPS OBS   
 AA3830  ___________________________________________________________________
 AA3830  X           -     308,711.347 (meters)                     COMP
 AA3830  Y           -  -4,704,133.208 (meters)                     COMP
 AA3830  Z           -   4,281,938.061 (meters)                     COMP
 AA3830  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 AA3830  ELLIP HEIGHT-         164.57  (meters)          (07/17/02) GPS OBS
 AA3830  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AA3830
 AA3830  HORZ ORDER  -  FIRST
 AA3830  ELLP ORDER  -  FOURTH    CLASS I
 AA3830
 AA3830.The horizontal coordinates were established by GPS observations
 AA3830.and adjusted by the National Geodetic Survey in February 1997..
 AA3830
 AA3830.The orthometric height was determined by GPS observations and a
 AA3830.high-resolution geoid model.
 AA3830
 AA3830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3830
 AA3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3830
 AA3830.The ellipsoidal height was determined by GPS observations
 AA3830.and is referenced to NAD 83.
 AA3830
 AA3830.The geoid height was determined by GEOID03.
 AA3830
 AA3830;                    North         East     Units Scale Factor Converg.
 AA3830;SPC MI S     -   106,175.973 3,845,452.719   MT  0.99993681   -1 16 42.5
 AA3830;SPC MI S     -   348,346.37 12,616,314.69   iFT  0.99993681   -1 16 42.5
 AA3830;UTM  16      - 4,698,945.323   562,068.481   MT  0.99964740   +0 30 33.5
 AA3830
 AA3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3830!SPC MI S     -   0.99997419  x   0.99993681  =   0.99991100
 AA3830!UTM  16      -   0.99997419  x   0.99964740  =   0.99962160
 AA3830
 AA3830                          SUPERSEDED SURVEY CONTROL
 AA3830
 AA3830  ELLIP H (02/03/97)  164.59   (m)                       GP(       ) 4 1
 AA3830  NAD 83(1994)-  42 26 25.25458(N)    086 14 43.15098(W) AD(       ) 1
 AA3830
 AA3830.Superseded values are not recommended for survey control.
 AA3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3830.See file dsdata.txt to determine how the superseded data were derived.
 AA3830
 AA3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6206898945(NAD 83)
 AA3830_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3830_STAMPING: 03204 1993
 AA3830_MARK LOGO: MIDT  
 AA3830_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3830+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3830
 AA3830  HISTORY     - Date     Condition        Report By
 AA3830  HISTORY     - 1993     MONUMENTED       MIDT
 AA3830  HISTORY     - 20040701 GOOD             INDIV
 AA3830
 AA3830                          STATION DESCRIPTION
 AA3830
 AA3830'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3830'STATION IS LOCATED IN QUAD 420862 ON THE LACOTA QUADRANGLE MAP. IT IS
 AA3830'IN THE SOUTHEAST 1/4 OF SECTION 25, T-1-N, R-17-W, CASCO TOWNSHIP. IT
 AA3830'IS ABOUT 13.5 MILES SOUTHWEST FROM FENNVILLE, 6.0 MILES SOUTH FROM
 AA3830'GLENN, AND 3.0 MILES NORTH FROM SOUTH HAVEN. TO REACH FROM THE
 AA3830'INTERSECTION OF STATE HIGHWAY M-43 AND INTERSTATE HIGHWAY 196, ABOUT 1
 AA3830'MILE SOUTHEAST FROM SOUTH HAVEN, GO NORTH ALONG NORTHBOUND INTERSTATE
 AA3830'HIGHWAY 196 FOR 3.8 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 AA3830'STATION IS 605 FEET SOUTH FROM CONCRETE HEADWALL, 71 FEET WEST FROM
 AA3830'EAST RIGHT-OF-WAY FENCE, 53.5 FEET NORTHWEST FROM 0.33 FOOT DIAMETER
 AA3830'CEDAR TREE 20.6 FEET EAST FROM THE EAST EDGE OF CONCRETE FOR NORTH
 AA3830'BOUND INTERSTATE HIGHWAY 196, 15.0 FEET NORTH FROM MILE POST 23 AND
 AA3830'3.0 FEET WEST FROM METAL WITNESS POST WITH SIGN.
 AA3830
 AA3830                          STATION RECOVERY (2004)
 AA3830
 AA3830'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3831 ***********************************************************************
 AA3831  DESIGNATION -  03205
 AA3831  PID         -  AA3831
 AA3831  STATE/COUNTY-  MI/ALLEGAN
 AA3831  USGS QUAD   -  LACOTA (1981)
 AA3831
 AA3831                         *CURRENT SURVEY CONTROL
 AA3831  ___________________________________________________________________
 AA3831* NAD 83(1994)-  42 27 20.65411(N)    086 14 07.73594(W)     ADJUSTED  
 AA3831* NAVD 88     -       196.7    (meters)     645.     (feet)  GPS OBS   
 AA3831  ___________________________________________________________________
 AA3831  X           -     309,442.965 (meters)                     COMP
 AA3831  Y           -  -4,702,927.941 (meters)                     COMP
 AA3831  Z           -   4,283,198.625 (meters)                     COMP
 AA3831  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 AA3831  ELLIP HEIGHT-         163.31  (meters)          (07/17/02) GPS OBS
 AA3831  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 AA3831
 AA3831  HORZ ORDER  -  FIRST
 AA3831  ELLP ORDER  -  FOURTH    CLASS I
 AA3831
 AA3831.The horizontal coordinates were established by GPS observations
 AA3831.and adjusted by the National Geodetic Survey in February 1997..
 AA3831
 AA3831.The orthometric height was determined by GPS observations and a
 AA3831.high-resolution geoid model.
 AA3831
 AA3831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3831
 AA3831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3831
 AA3831.The ellipsoidal height was determined by GPS observations
 AA3831.and is referenced to NAD 83.
 AA3831
 AA3831.The geoid height was determined by GEOID03.
 AA3831
 AA3831;                    North         East     Units Scale Factor Converg.
 AA3831;SPC MI S     -   107,866.883 3,846,299.558   MT  0.99993478   -1 16 18.4
 AA3831;SPC MI S     -   353,893.97 12,619,093.04   iFT  0.99993478   -1 16 18.4
 AA3831;UTM  16      - 4,700,661.335   562,861.926   MT  0.99964862   +0 30 57.9
 AA3831
 AA3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3831!SPC MI S     -   0.99997439  x   0.99993478  =   0.99990917
 AA3831!UTM  16      -   0.99997439  x   0.99964862  =   0.99962302
 AA3831
 AA3831                          SUPERSEDED SURVEY CONTROL
 AA3831
 AA3831  ELLIP H (02/03/97)  163.33   (m)                       GP(       ) 4 1
 AA3831  NAD 83(1994)-  42 27 20.65514(N)    086 14 07.74688(W) AD(       ) 1
 AA3831
 AA3831.Superseded values are not recommended for survey control.
 AA3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3831.See file dsdata.txt to determine how the superseded data were derived.
 AA3831
 AA3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6286200661(NAD 83)
 AA3831_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3831_STAMPING: 03205 1993
 AA3831_MARK LOGO: MIDT  
 AA3831_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3831+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3831
 AA3831  HISTORY     - Date     Condition        Report By
 AA3831  HISTORY     - 1993     MONUMENTED       MIDT
 AA3831  HISTORY     - 20040701 GOOD             INDIV
 AA3831
 AA3831                          STATION DESCRIPTION
 AA3831
 AA3831'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3831'STATION IS LOCATED IN QUAD 420862 ON THE LACOTA QUADRANGLE MAP. IT IS
 AA3831'IN THE NORTHEAST 1/4 OF SECTION 19, T-1-N, R-17-W, CASCO TOWNSHIP.
 AA3831'ABOUT 14.0 MILES SOUTHWEST FROM FENNVILLE, 6 MILES SOUTH FROM GLENN,
 AA3831'4.5 MILES NORTHEAST FROM SOUTH HAVEN, AND ON HIGHWAY RIGHT-OF-WAY. TO
 AA3831'REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 196 AND COUNTY ROAD
 AA3831'388 (PHOENIX ROAD), ON THE EAST SIDE OF SOUTH HAVEN, GO NORTH ALONG
 AA3831'INTERSTATE HIGHWAY 196 FOR 4.1 MILES TO THE STATION ON THE LEFT, IN
 AA3831'THE MEDIAN SOUTH OF THE BRIDGE OVER 71ST STREET, AS DESCRIBED. STATION
 AA3831'IS 46.4 FEET WEST FROM THE SOUTHWEST CORNER OF A CONCRETE BRIDGE RAIL
 AA3831'FOR THE NORTHBOUND OVERPASS FOR 71ST STREET, 35.0 FEET SOUTHEAST FROM
 AA3831'THE SOUTHEAST CORNER OF A CONCRETE BRIDGE RAIL FOR THE SOUTHBOUND
 AA3831'OVERPASS FOR 71ST STREET, 24.9 FEET SOUTHWEST FROM THE FACE OF THE
 AA3831'SOUTH CONCRETE RETAINING WALL, 16.6 FEET EAST FROM THE EAST EDGE OF
 AA3831'CONCRETE FOR SOUTHBOUND INTERSTATE 196, AND 3.0 FEET SOUTH FROM METAL
 AA3831'WITNESS POST WITH SIGN.
 AA3831
 AA3831                          STATION RECOVERY (2004)
 AA3831
 AA3831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3832 ***********************************************************************
 AA3832  DESIGNATION -  03206
 AA3832  PID         -  AA3832
 AA3832  STATE/COUNTY-  MI/ALLEGAN
 AA3832  USGS QUAD   -  GLENN (1981)
 AA3832
 AA3832                         *CURRENT SURVEY CONTROL
 AA3832  ___________________________________________________________________
 AA3832* NAD 83(1994)-  42 30 28.75719(N)    086 13 04.19661(W)     ADJUSTED  
 AA3832* NAVD 88     -       209.6    (meters)     688.     (feet)  GPS OBS   
 AA3832  ___________________________________________________________________
 AA3832  X           -     310,633.727 (meters)                     COMP
 AA3832  Y           -  -4,698,930.440 (meters)                     COMP
 AA3832  Z           -   4,287,487.970 (meters)                     COMP
 AA3832  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 AA3832  ELLIP HEIGHT-         176.21  (meters)          (07/17/02) GPS OBS
 AA3832  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AA3832
 AA3832  HORZ ORDER  -  FIRST
 AA3832  ELLP ORDER  -  FOURTH    CLASS I
 AA3832
 AA3832.The horizontal coordinates were established by GPS observations
 AA3832.and adjusted by the National Geodetic Survey in February 1997..
 AA3832
 AA3832.The orthometric height was determined by GPS observations and a
 AA3832.high-resolution geoid model.
 AA3832
 AA3832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3832
 AA3832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3832
 AA3832.The ellipsoidal height was determined by GPS observations
 AA3832.and is referenced to NAD 83.
 AA3832
 AA3832.The geoid height was determined by GEOID03.
 AA3832
 AA3832;                    North         East     Units Scale Factor Converg.
 AA3832;SPC MI S     -   113,637.177 3,847,878.527   MT  0.99992840   -1 15 35.2
 AA3832;SPC MI S     -   372,825.38 12,624,273.38   iFT  0.99992840   -1 15 35.2
 AA3832;UTM  16      - 4,706,476.449   564,259.683   MT  0.99965080   +0 31 42.7
 AA3832
 AA3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3832!SPC MI S     -   0.99997237  x   0.99992840  =   0.99990077
 AA3832!UTM  16      -   0.99997237  x   0.99965080  =   0.99962317
 AA3832
 AA3832                          SUPERSEDED SURVEY CONTROL
 AA3832
 AA3832  ELLIP H (02/03/97)  176.23   (m)                       GP(       ) 4 1
 AA3832  NAD 83(1994)-  42 30 28.75820(N)    086 13 04.20759(W) AD(       ) 1
 AA3832
 AA3832.Superseded values are not recommended for survey control.
 AA3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3832.See file dsdata.txt to determine how the superseded data were derived.
 AA3832
 AA3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6426006476(NAD 83)
 AA3832_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3832_STAMPING: 03206 1993
 AA3832_MARK LOGO: MIDT  
 AA3832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3832+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3832
 AA3832  HISTORY     - Date     Condition        Report By
 AA3832  HISTORY     - 1993     MONUMENTED       MIDT
 AA3832  HISTORY     - 20010808 GOOD             NGS
 AA3832
 AA3832                          STATION DESCRIPTION
 AA3832
 AA3832'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3832'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3832'IN THE SOUTHEAST 1/4 OF SECTION 32, T-2-N, R-16-W, GANGES TOWNSHIP.
 AA3832'ABOUT 10 MILES NORTH FROM SOUTH HAVEN, 9 MILES SOUTHWEST FROM
 AA3832'FENNVILLE, 1 MILE SOUTHEAST FROM GLENN, AND ON HIGHWAY RIGHT-OF-WAY.
 AA3832'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 196 AND COUNTY
 AA3832'ROAD 388 (PHOENIX ROAD), ON THE EAST SIDE OF SOUTH HAVEN, GO NORTH
 AA3832'ALONG INTERSTATE HIGHWAY 196 FOR 4.1 MILES TO THE BRIDGE OVER 71ST
 AA3832'STREET. CONTINUE NORTH ALONG INTERSTATE HIGHWAY 196 FOR 3.9 MILES TO
 AA3832'THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 82.3 FEET SOUTHWEST
 AA3832'FROM 0.67 FOOT DIAMETER ASH TREE, 69 FEET NORTHWEST FROM THE WEST JOG
 AA3832'IN RIGHT-OF-WAY FENCE, 60.4 FEET WEST FROM THE EAST RIGHT-OF-WAY
 AA3832'FENCE, 30.5 FEET EAST FROM THE EAST EDGE OF CONCRETE FOR NORTHBOUND
 AA3832'INTERSTATE HIGHWAY 196, 15.2 FEET SOUTH FROM MILE POST 28, AND 3.0
 AA3832'FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AA3832
 AA3832                          STATION RECOVERY (2001)
 AA3832
 AA3832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3832'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3833 ***********************************************************************
 AA3833  DESIGNATION -  03207
 AA3833  PID         -  AA3833
 AA3833  STATE/COUNTY-  MI/ALLEGAN
 AA3833  USGS QUAD   -  GLENN (1981)
 AA3833
 AA3833                         *CURRENT SURVEY CONTROL
 AA3833  ___________________________________________________________________
 AA3833* NAD 83(1994)-  42 31 22.03182(N)    086 13 07.40544(W)     ADJUSTED  
 AA3833* NAVD 88     -       201.0    (meters)     659.     (feet)  GPS OBS   
 AA3833  ___________________________________________________________________
 AA3833  X           -     310,486.944 (meters)                     COMP
 AA3833  Y           -  -4,697,820.415 (meters)                     COMP
 AA3833  Z           -   4,288,693.866 (meters)                     COMP
 AA3833  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AA3833  ELLIP HEIGHT-         167.59  (meters)          (07/17/02) GPS OBS
 AA3833  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AA3833
 AA3833  HORZ ORDER  -  FIRST
 AA3833  ELLP ORDER  -  FOURTH    CLASS I
 AA3833
 AA3833.The horizontal coordinates were established by GPS observations
 AA3833.and adjusted by the National Geodetic Survey in February 1997..
 AA3833
 AA3833.The orthometric height was determined by GPS observations and a
 AA3833.high-resolution geoid model.
 AA3833
 AA3833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3833
 AA3833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3833
 AA3833.The ellipsoidal height was determined by GPS observations
 AA3833.and is referenced to NAD 83.
 AA3833
 AA3833.The geoid height was determined by GEOID03.
 AA3833
 AA3833;                    North         East     Units Scale Factor Converg.
 AA3833;SPC MI S     -   115,282.138 3,847,841.448   MT  0.99992675   -1 15 37.4
 AA3833;SPC MI S     -   378,222.24 12,624,151.73   iFT  0.99992675   -1 15 37.4
 AA3833;UTM  16      - 4,708,118.997   564,171.311   MT  0.99965066   +0 31 41.1
 AA3833
 AA3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3833!SPC MI S     -   0.99997372  x   0.99992675  =   0.99990047
 AA3833!UTM  16      -   0.99997372  x   0.99965066  =   0.99962439
 AA3833
 AA3833                          SUPERSEDED SURVEY CONTROL
 AA3833
 AA3833  ELLIP H (02/03/97)  167.61   (m)                       GP(       ) 4 1
 AA3833  NAD 83(1994)-  42 31 22.03281(N)    086 13 07.41645(W) AD(       ) 1
 AA3833
 AA3833.Superseded values are not recommended for survey control.
 AA3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3833.See file dsdata.txt to determine how the superseded data were derived.
 AA3833
 AA3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6417108119(NAD 83)
 AA3833_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3833_STAMPING: 03207 1993
 AA3833_MARK LOGO: MIDT  
 AA3833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3833+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3833
 AA3833  HISTORY     - Date     Condition        Report By
 AA3833  HISTORY     - 1993     MONUMENTED       MIDT
 AA3833  HISTORY     - 20010808 GOOD             NGS
 AA3833
 AA3833                          STATION DESCRIPTION
 AA3833
 AA3833'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3833'STATION IS LOCATED ON QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3833'IN THE SOUTHWEST 1/4 OF SECTION 29, T-2-N, R-16-W, GANGES TOWNSHIP.
 AA3833'ABOUT 11 MILES NORTH FROM SOUTH HAVEN, 8 MILES SOUTHWEST FROM
 AA3833'FENNVILLE, AND 0.5 MILE NORTHEAST FROM GLENN. TO REACH FROM THE
 AA3833'INTERSECTION OF INTERSTATE HIGHWAY 196 AND COUNTY ROAD 388 (PHOENIX
 AA3833'ROAD), ON THE EAST SIDE OF SOUTH HAVEN, GO NORTH ALONG INTERSTATE
 AA3833'HIGHWAY 196 FOR 4.1 MILES TO THE BRIDGE OVER 71ST STREET. CONTINUE
 AA3833'NORTH ALONG INTERSTATE HIGHWAY 196 FOR 4.9 MILES TO THE STATION ON THE
 AA3833'LEFT AS DESCRIBED. STATION IS 116 FEET SOUTH FROM THE CENTER OF A
 AA3833'CONCRETE HEADWALL, 73 FEET EAST FROM THE WEST RIGHT-OF-WAY FENCE, 37.5
 AA3833'FEET NORTHEAST FROM A CONCRETE CULVERT END SECTION, 17.6 FEET WEST
 AA3833'FROM THE WEST EDGE OF CONCRETE FOR SOUTHBOUND INTERSTATE HIGHWAY 196
 AA3833'AND 3.0 FEET EAST FROM A METAL WITNESS POST WITH SIGN.
 AA3833
 AA3833                          STATION RECOVERY (2001)
 AA3833
 AA3833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3833'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3834 ***********************************************************************
 AA3834  DESIGNATION -  03208
 AA3834  PID         -  AA3834
 AA3834  STATE/COUNTY-  MI/ALLEGAN
 AA3834  USGS QUAD   -  GLENN (1981)
 AA3834
 AA3834                         *CURRENT SURVEY CONTROL
 AA3834  ___________________________________________________________________
 AA3834* NAD 83(1994)-  42 35 13.60975(N)    086 12 55.57160(W)     ADJUSTED  
 AA3834* NAVD 88     -       196.8    (meters)     646.     (feet)  GPS OBS   
 AA3834  ___________________________________________________________________
 AA3834  X           -     310,437.273 (meters)                     COMP
 AA3834  Y           -  -4,692,977.242 (meters)                     COMP
 AA3834  Z           -   4,293,954.872 (meters)                     COMP
 AA3834  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 AA3834  ELLIP HEIGHT-         163.33  (meters)          (07/17/02) GPS OBS
 AA3834  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AA3834
 AA3834  HORZ ORDER  -  FIRST
 AA3834  ELLP ORDER  -  FOURTH    CLASS I
 AA3834
 AA3834.The horizontal coordinates were established by GPS observations
 AA3834.and adjusted by the National Geodetic Survey in February 1997..
 AA3834
 AA3834.The orthometric height was determined by GPS observations and a
 AA3834.high-resolution geoid model.
 AA3834
 AA3834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3834
 AA3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3834
 AA3834.The ellipsoidal height was determined by GPS observations
 AA3834.and is referenced to NAD 83.
 AA3834
 AA3834.The geoid height was determined by GEOID03.
 AA3834
 AA3834;                    North         East     Units Scale Factor Converg.
 AA3834;SPC MI S     -   122,419.660 3,848,268.354   MT  0.99992032   -1 15 29.3
 AA3834;SPC MI S     -   401,639.30 12,625,552.34   iFT  0.99992032   -1 15 29.3
 AA3834;UTM  16      - 4,715,264.418   564,375.157   MT  0.99965099   +0 31 51.4
 AA3834
 AA3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3834!SPC MI S     -   0.99997439  x   0.99992032  =   0.99989471
 AA3834!UTM  16      -   0.99997439  x   0.99965099  =   0.99962538
 AA3834
 AA3834                          SUPERSEDED SURVEY CONTROL
 AA3834
 AA3834  ELLIP H (02/03/97)  163.35   (m)                       GP(       ) 4 1
 AA3834  NAD 83(1994)-  42 35 13.61071(N)    086 12 55.58271(W) AD(       ) 1
 AA3834
 AA3834.Superseded values are not recommended for survey control.
 AA3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3834.See file dsdata.txt to determine how the superseded data were derived.
 AA3834
 AA3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6437515264(NAD 83)
 AA3834_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3834_STAMPING: 03208 1993
 AA3834_MARK LOGO: MIDT  
 AA3834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3834+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3834
 AA3834  HISTORY     - Date     Condition        Report By
 AA3834  HISTORY     - 1993     MONUMENTED       MIDT
 AA3834  HISTORY     - 20010808 MARK NOT FOUND   NGS
 AA3834
 AA3834                          STATION DESCRIPTION
 AA3834
 AA3834'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3834'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3834'IN THE NORTHEAST 1/4 OF SECTION 5, T-2-N, R-16-W, GANGES TOWNSHIP.
 AA3834'ABOUT 6 MILES WEST FROM FENNVILLE, 4.5 MILES NORTH FROM GLENN, 4 MILES
 AA3834'SOUTH FROM DOUGLAS, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE
 AA3834'INTERSECTION OF STATE HIGHWAY M-89 AND INTERSTATE HIGHWAY 196, ABOUT
 AA3834'3.5 MILES SOUTH OF DOUGLAS, GO SOUTH ALONG SOUTHBOUND INTERSTATE
 AA3834'HIGHWAY 196 FOR 0.4 MILE TO THE STATION ON THE LEFT ON THE OPPOSITE
 AA3834'SIDE OF DIVIDED HIGHWAY AS DESCRIBED. STATION IS 257.5 FEET SOUTH FROM
 AA3834'BEGINNING OF CONCRETE TAPER FOR NORTHBOUND INTERSTATE HIGHWAY 196 EXIT
 AA3834'RAMP, 73.5 FEET WEST FROM EAST RIGHT-OF-WAY FENCE, 17.4 FEET EAST FROM
 AA3834'EAST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE HIGHWAY 196, 15.4 FEET
 AA3834'WEST FROM WEST LEG OF EXIT 34 (M-89, FENNVILLE) SIGN, AND 3 FEET WEST
 AA3834'FROM A METAL WITNESS POST WITH SIGN.
 AA3834
 AA3834                          STATION RECOVERY (2001)
 AA3834
 AA3834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3834'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3835 ***********************************************************************
 AA3835  DESIGNATION -  03209
 AA3835  PID         -  AA3835
 AA3835  STATE/COUNTY-  MI/ALLEGAN
 AA3835  USGS QUAD   -  GLENN (1981)
 AA3835
 AA3835                         *CURRENT SURVEY CONTROL
 AA3835  ___________________________________________________________________
 AA3835* NAD 83(1994)-  42 36 07.98147(N)    086 13 04.72087(W)     ADJUSTED  
 AA3835* NAVD 88     -       200.4    (meters)     657.     (feet)  GPS OBS   
 AA3835  ___________________________________________________________________
 AA3835  X           -     310,154.382 (meters)                     COMP
 AA3835  Y           -  -4,691,860.601 (meters)                     COMP
 AA3835  Z           -   4,295,192.441 (meters)                     COMP
 AA3835  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 AA3835  ELLIP HEIGHT-         166.95  (meters)          (07/17/02) GPS OBS
 AA3835  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AA3835
 AA3835  HORZ ORDER  -  FIRST
 AA3835  ELLP ORDER  -  FOURTH    CLASS I
 AA3835
 AA3835.The horizontal coordinates were established by GPS observations
 AA3835.and adjusted by the National Geodetic Survey in February 1997..
 AA3835
 AA3835.The orthometric height was determined by GPS observations and a
 AA3835.high-resolution geoid model.
 AA3835
 AA3835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3835
 AA3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3835
 AA3835.The ellipsoidal height was determined by GPS observations
 AA3835.and is referenced to NAD 83.
 AA3835
 AA3835.The geoid height was determined by GEOID03.
 AA3835
 AA3835;                    North         East     Units Scale Factor Converg.
 AA3835;SPC MI S     -   124,101.446 3,848,096.691   MT  0.99991900   -1 15 35.5
 AA3835;SPC MI S     -   407,156.98 12,624,989.14   iFT  0.99991900   -1 15 35.5
 AA3835;UTM  16      - 4,716,939.574   564,151.130   MT  0.99965063   +0 31 45.7
 AA3835
 AA3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3835!SPC MI S     -   0.99997382  x   0.99991900  =   0.99989282
 AA3835!UTM  16      -   0.99997382  x   0.99965063  =   0.99962446
 AA3835
 AA3835                          SUPERSEDED SURVEY CONTROL
 AA3835
 AA3835  ELLIP H (02/03/97)  166.97   (m)                       GP(       ) 4 1
 AA3835  NAD 83(1994)-  42 36 07.98241(N)    086 13 04.73201(W) AD(       ) 1
 AA3835
 AA3835.Superseded values are not recommended for survey control.
 AA3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3835.See file dsdata.txt to determine how the superseded data were derived.
 AA3835
 AA3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6415116940(NAD 83)
 AA3835_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3835_STAMPING: 03209 1993
 AA3835_MARK LOGO: MIDT  
 AA3835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3835+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3835
 AA3835  HISTORY     - Date     Condition        Report By
 AA3835  HISTORY     - 1993     MONUMENTED       MIDT
 AA3835  HISTORY     - 20010808 GOOD             NGS
 AA3835
 AA3835                          STATION DESCRIPTION
 AA3835
 AA3835'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3835'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3835'IN THE NORTHEAST 1/4 OF SECTION 32, T-3-N, R-16-W, SAUGATUCK TOWNSHIP.
 AA3835'ABOUT 6.5 MILES NORTH FROM GLENN, 6 MILES NORTHWEST FROM FENNVILLE,
 AA3835'2.5 MILES SOUTH FROM DOUGLAS, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH
 AA3835'FROM THE INTERSECTION OF STATE HIGHWAY M-89 AND INTERSTATE HIGHWAY
 AA3835'196, ABOUT 3.5 MILES SOUTH OF DOUGLAS, GO NORTH ALONG INTERSTATE
 AA3835'HIGHWAY 196 FOR 0.6 MILE TO THE STATION IN THE MEDIAN ON THE LEFT AND
 AA3835'ON THE NORTH SIDE OF A MEDIAN CROSSOVER AS DESCRIBED. STATION IS 46
 AA3835'FEET EAST FROM EAST EDGE OF CONCRETE FOR SOUTH BOUND INTERSTATE
 AA3835'HIGHWAY 196, 28 FEET NORTH FROM THE CENTER OF GRAVEL MEDIAN CROSSOVER,
 AA3835'24.9 FEET WEST FROM WEST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE
 AA3835'HIGHWAY 196, 19.9 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF A
 AA3835'CONCRETE CULVERT END SECTION AND 3.0 FEET EAST FROM A METAL WITNESS
 AA3835'POST WITH SIGN.
 AA3835
 AA3835                          STATION RECOVERY (2001)
 AA3835
 AA3835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3835'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3836 ***********************************************************************
 AA3836  DESIGNATION -  03210
 AA3836  PID         -  AA3836
 AA3836  STATE/COUNTY-  MI/ALLEGAN
 AA3836  USGS QUAD   -  SAUGATUCK (1981)
 AA3836
 AA3836                         *CURRENT SURVEY CONTROL
 AA3836  ___________________________________________________________________
 AA3836* NAD 83(1994)-  42 40 26.30320(N)    086 10 10.18545(W)     ADJUSTED  
 AA3836* NAVD 88     -       197.7    (meters)     649.     (feet)  GPS OBS   
 AA3836  ___________________________________________________________________
 AA3836  X           -     313,763.545 (meters)                     COMP
 AA3836  Y           -  -4,686,207.100 (meters)                     COMP
 AA3836  Z           -   4,301,054.663 (meters)                     COMP
 AA3836  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 AA3836  ELLIP HEIGHT-         164.26  (meters)          (07/17/02) GPS OBS
 AA3836  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AA3836
 AA3836  HORZ ORDER  -  FIRST
 AA3836  ELLP ORDER  -  FOURTH    CLASS I
 AA3836
 AA3836.The horizontal coordinates were established by GPS observations
 AA3836.and adjusted by the National Geodetic Survey in February 1997..
 AA3836
 AA3836.The orthometric height was determined by GPS observations and a
 AA3836.high-resolution geoid model.
 AA3836
 AA3836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3836
 AA3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3836
 AA3836.The ellipsoidal height was determined by GPS observations
 AA3836.and is referenced to NAD 83.
 AA3836
 AA3836.The geoid height was determined by GEOID03.
 AA3836
 AA3836;                    North         East     Units Scale Factor Converg.
 AA3836;SPC MI S     -   131,983.692 3,852,244.770   MT  0.99991363   -1 13 36.8
 AA3836;SPC MI S     -   433,017.36 12,638,598.33   iFT  0.99991363   -1 13 36.8
 AA3836;UTM  16      - 4,724,945.411   568,050.014   MT  0.99965697   +0 33 46.7
 AA3836
 AA3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3836!SPC MI S     -   0.99997424  x   0.99991363  =   0.99988787
 AA3836!UTM  16      -   0.99997424  x   0.99965697  =   0.99963122
 AA3836
 AA3836                          SUPERSEDED SURVEY CONTROL
 AA3836
 AA3836  ELLIP H (02/03/97)  164.28   (m)                       GP(       ) 4 1
 AA3836  NAD 83(1994)-  42 40 26.30414(N)    086 10 10.19665(W) AD(       ) 1
 AA3836
 AA3836.Superseded values are not recommended for survey control.
 AA3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3836.See file dsdata.txt to determine how the superseded data were derived.
 AA3836
 AA3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6805024945(NAD 83)
 AA3836_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3836_STAMPING: 03210 1993
 AA3836_MARK LOGO: MIDT  
 AA3836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3836+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3836
 AA3836  HISTORY     - Date     Condition        Report By
 AA3836  HISTORY     - 1993     MONUMENTED       MIDT
 AA3836  HISTORY     - 20010808 GOOD             NGS
 AA3836
 AA3836                          STATION DESCRIPTION
 AA3836
 AA3836'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3836'STATION IS LOCATED IN QUAD 420861 ON THE SAUGATUCK QUADRANGLE MAP. IT
 AA3836'IS IN THE NORTHWEST 1/4 OF SECTION 2, T-3-N, R-16-W, SAUGATUCK
 AA3836'TOWNSHIP. ABOUT 7 MILES NORTHWEST FROM FENNVILLE, 7.0 MILES SOUTHWEST
 AA3836'FROM HOLLAND, 3.0 MILES NORTHEAST FROM SAUGATUCK, AND ON HIGHWAY
 AA3836'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY
 AA3836'31 AND STATE HIGHWAY M-40 IN HOLLAND, GO SOUTH ALONG UNITED STATES
 AA3836'HIGHWAY 31 FOR 3.8 MILES TO THE JUNCTION OF UNITED STATES HIGHWAY 31
 AA3836'AND SOUTHBOUND INTERSTATE HIGHWAY 196. CONTINUE SOUTH ALONG SOUTHBOUND
 AA3836'INTERSTATE HIGHWAY 196 FOR 3.9 MILES TO THE STATION ON THE LEFT ON THE
 AA3836'OPPOSITE SIDE OF DIVIDED HIGHWAY, AS DESCRIBED. STATION IS 479 FEET
 AA3836'NORTH FROM 39 INCH RED OAK TREE 240 FEET SOUTHWEST FROM THE WEST EDGE
 AA3836'OF BILL BOARD, 74 FEET WEST FROM EAST RIGHT-OF-WAY FENCE, 17.0 FEET
 AA3836'EAST FROM EAST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE 196, AND 3.0
 AA3836'FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AA3836
 AA3836                          STATION RECOVERY (2001)
 AA3836
 AA3836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3836'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3837 ***********************************************************************
 AA3837  DESIGNATION -  03211
 AA3837  PID         -  AA3837
 AA3837  STATE/COUNTY-  MI/ALLEGAN
 AA3837  USGS QUAD   -  SAUGATUCK (1981)
 AA3837
 AA3837                         *CURRENT SURVEY CONTROL
 AA3837  ___________________________________________________________________
 AA3837* NAD 83(1994)-  42 41 27.25908(N)    086 10 13.34035(W)     ADJUSTED  
 AA3837* NAVD 88     -       210.6    (meters)     691.     (feet)  GPS OBS   
 AA3837  ___________________________________________________________________
 AA3837  X           -     313,607.332 (meters)                     COMP
 AA3837  Y           -  -4,684,949.021 (meters)                     COMP
 AA3837  Z           -   4,302,446.165 (meters)                     COMP
 AA3837  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 AA3837  ELLIP HEIGHT-         177.16  (meters)          (07/17/02) GPS OBS
 AA3837  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AA3837
 AA3837  HORZ ORDER  -  FIRST
 AA3837  ELLP ORDER  -  FOURTH    CLASS I
 AA3837
 AA3837.The horizontal coordinates were established by GPS observations
 AA3837.and adjusted by the National Geodetic Survey in February 1997..
 AA3837
 AA3837.The orthometric height was determined by GPS observations and a
 AA3837.high-resolution geoid model.
 AA3837
 AA3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3837
 AA3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3837
 AA3837.The ellipsoidal height was determined by GPS observations
 AA3837.and is referenced to NAD 83.
 AA3837
 AA3837.The geoid height was determined by GEOID03.
 AA3837
 AA3837;                    North         East     Units Scale Factor Converg.
 AA3837;SPC MI S     -   133,865.574 3,852,213.246   MT  0.99991259   -1 13 38.9
 AA3837;SPC MI S     -   439,191.52 12,638,494.90   iFT  0.99991259   -1 13 38.9
 AA3837;UTM  16      - 4,726,824.908   567,959.748   MT  0.99965682   +0 33 45.2
 AA3837
 AA3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3837!SPC MI S     -   0.99997222  x   0.99991259  =   0.99988481
 AA3837!UTM  16      -   0.99997222  x   0.99965682  =   0.99962905
 AA3837
 AA3837                          SUPERSEDED SURVEY CONTROL
 AA3837
 AA3837  ELLIP H (02/03/97)  177.17   (m)                       GP(       ) 4 1
 AA3837  NAD 83(1994)-  42 41 27.26002(N)    086 10 13.35156(W) AD(       ) 1
 AA3837
 AA3837.Superseded values are not recommended for survey control.
 AA3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3837.See file dsdata.txt to determine how the superseded data were derived.
 AA3837
 AA3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6796026825(NAD 83)
 AA3837_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3837_STAMPING: 03211 1993
 AA3837_MARK LOGO: MIDT  
 AA3837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3837+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3837
 AA3837  HISTORY     - Date     Condition        Report By
 AA3837  HISTORY     - 1993     MONUMENTED       MIDT
 AA3837  HISTORY     - 20010808 GOOD             NGS
 AA3837
 AA3837                          STATION DESCRIPTION
 AA3837
 AA3837'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3837'STATION IS LOCATED IN QUAD 420861 ON THE SAUGATUCK QUADRANGLE MAP. IT
 AA3837'IS IN THE NORTHWEST 1/4 OF SECTION 35, T-4-N, R-16-W, LAKETOWN
 AA3837'TOWNSHIP. ABOUT 6.5 MILES SOUTHWEST FROM HOLLAND, 5.0 MILES NORTHWEST
 AA3837'FROM NEW RICHMOND, 3.0 MILES NORTHEAST FROM SAUGATUCK, AND ON HIGHWAY
 AA3837'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY
 AA3837'31 AND STATE HIGHWAY M-40 IN HOLLAND, GO SOUTH ALONG UNITED STATES
 AA3837'HIGHWAY 31 FOR 3.8 MILES TO THE JUNCTION OF UNITED STATES HIGHWAY 31
 AA3837'AND SOUTHBOUND INTERSTATE 196. CONTINUE SOUTH ALONG SOUTHBOUND
 AA3837'INTERSTATE 196 FOR 2.7 MILES TO THE STATION IN THE MEDIAN ON THE LEFT,
 AA3837'SOUTH OF A MEDIAN CROSSOVER, AS DESCRIBED. STATION IS 84.5 FEET SOUTH
 AA3837'FROM THE SOUTHEAST CORNER OF A CONCRETE CULVERT END SECTION, 49.5 FEET
 AA3837'WEST FROM THE WEST EDGE OF CONCRETE FOR NORTHBOUND INTERSTATE 196, 35
 AA3837'FEET SOUTH FROM THE CENTER OF A GRAVEL MEDIAN CROSSOVER, 21.4 FEET
 AA3837'EAST FROM THE EAST EDGE OF CONCRETE FOR SOUTHBOUND INTERSTATE 196, AND
 AA3837'3.0 FEET WEST FROM A METAL WITNESS POST WITH SIGN.
 AA3837
 AA3837                          STATION RECOVERY (2001)
 AA3837
 AA3837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3837'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5427 ***********************************************************************
 AA5427  DESIGNATION -  04012
 AA5427  PID         -  AA5427
 AA5427  STATE/COUNTY-  MI/OAKLAND
 AA5427  USGS QUAD   -  THORNVILLE (1991)
 AA5427
 AA5427                         *CURRENT SURVEY CONTROL
 AA5427  ___________________________________________________________________
 AA5427* NAD 83(1994)-  42 52 43.88357(N)    083 13 51.88898(W)     ADJUSTED  
 AA5427* NAVD 88     -       352.6    (meters)    1157.     (feet)  GPS OBS   
 AA5427  ___________________________________________________________________
 AA5427  X           -     551,769.299 (meters)                     COMP
 AA5427  Y           -  -4,648,723.395 (meters)                     COMP
 AA5427  Z           -   4,317,865.953 (meters)                     COMP
 AA5427  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AA5427  ELLIP HEIGHT-         318.11  (meters)          (07/12/02) GPS OBS
 AA5427  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 AA5427
 AA5427  HORZ ORDER  -  FIRST
 AA5427  ELLP ORDER  -  FOURTH    CLASS I
 AA5427
 AA5427.The horizontal coordinates were established by GPS observations
 AA5427.and adjusted by the National Geodetic Survey in February 1997..
 AA5427
 AA5427.The orthometric height was determined by GPS observations and a
 AA5427.high-resolution geoid model.
 AA5427
 AA5427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5427
 AA5427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5427
 AA5427.The ellipsoidal height was determined by GPS observations
 AA5427.and is referenced to NAD 83.
 AA5427
 AA5427.The geoid height was determined by GEOID03.
 AA5427
 AA5427;                    North         East     Units Scale Factor Converg.
 AA5427;SPC MI S     -   153,785.414 4,092,767.067   MT  0.99990688   +0 46 22.1
 AA5427;SPC MI S     -   504,545.32 13,427,713.47   iFT  0.99990688   +0 46 22.1
 AA5427;UTM  17      - 4,749,776.795   317,787.986   MT  1.00000847   -1 31 06.8
 AA5427
 AA5427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5427!SPC MI S     -   0.99995011  x   0.99990688  =   0.99985700
 AA5427!UTM  17      -   0.99995011  x   1.00000847  =   0.99995858
 AA5427
 AA5427                          SUPERSEDED SURVEY CONTROL
 AA5427
 AA5427  ELLIP H (02/03/97)  318.12   (m)                       GP(       ) 4 1
 AA5427  NAD 83(1986)-  42 52 43.88680(N)    083 13 51.91982(W) AD(       ) 1
 AA5427
 AA5427.Superseded values are not recommended for survey control.
 AA5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5427.See file dsdata.txt to determine how the superseded data were derived.
 AA5427
 AA5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1778849777(NAD 83)
 AA5427_MARKER: A = ALUMINUM MARKER
 AA5427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5427_STAMPING: 03061
 AA5427_MARK LOGO: WADTRI
 AA5427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5427+STABILITY: SURFACE MOTION
 AA5427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5427+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AA5427
 AA5427  HISTORY     - Date     Condition        Report By
 AA5427  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5427  HISTORY     - 20000808 GOOD             WOOLPT
 AA5427  HISTORY     - 20060103 GOOD             INDIV
 AA5427
 AA5427                          STATION DESCRIPTION
 AA5427
 AA5427'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5427'INTERSTATE 69 TO EXIT 155 (M-24), THENCE SOUTH ALONG M-24 11 MILES
 AA5427'(17.7 KM) TO OAKWOOD ROAD, THENCE EAST 3.3 MILES (5.3 KM) ALONG
 AA5427'OAKWOOD ROAD TO DELANO ROAD, THENCE NORTH 0.62 MILES (1.00 KM) ALONG
 AA5427'DELANO ROAD TO THE MONUMENT AT THE EAST SIDE OF DELANO ROAD.  THE
 AA5427'MONUMENT IS IN THE YARD OF "WIN-A-GIN" FARM, 34 FEET (10.4 M) EAST OF
 AA5427'THE CENTERLINE OF DELANO ROAD, 86.7 FEET (26.4 M) SOUTH OF A 24 INCH
 AA5427'MAPLE TREE, 54.6 FEET (16.6 M) WEST NORTHWEST OF A 12 INCH ASH TREE,
 AA5427'116.5 FEET (35.5 M) NORTHEAST OF A POWER POLE, 102.1 FEET (31.1 M)
 AA5427'NORTH NORTHWEST OF A POWER POLE, AND LEVEL TO DELANO ROAD.
 AA5427
 AA5427                          STATION RECOVERY (2000)
 AA5427
 AA5427'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AA5427'RECOVERED IN GOOD CONDITION.
 AA5427
 AA5427                          STATION RECOVERY (2006)
 AA5427
 AA5427'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2768 ***********************************************************************
 AA2768  DESIGNATION -  04200
 AA2768  PID         -  AA2768
 AA2768  STATE/COUNTY-  MI/ALPENA
 AA2768  USGS QUAD   -  OSSINEKE (1971)
 AA2768
 AA2768                         *CURRENT SURVEY CONTROL
 AA2768  ___________________________________________________________________
 AA2768* NAD 83(1994)-  44 59 24.79476(N)    083 27 29.10904(W)     ADJUSTED  
 AA2768* NAVD 88     -       178.3    (meters)     585.     (feet)  GPS OBS   
 AA2768  ___________________________________________________________________
 AA2768  X           -     514,788.206 (meters)                     COMP
 AA2768  Y           -  -4,489,038.985 (meters)                     COMP
 AA2768  Z           -   4,486,680.236 (meters)                     COMP
 AA2768  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AA2768  ELLIP HEIGHT-         141.96  (meters)          (07/12/02) GPS OBS
 AA2768  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 AA2768
 AA2768  HORZ ORDER  -  FIRST
 AA2768  ELLP ORDER  -  FOURTH    CLASS I
 AA2768
 AA2768.The horizontal coordinates were established by GPS observations
 AA2768.and adjusted by the National Geodetic Survey in February 1997..
 AA2768
 AA2768.The orthometric height was determined by GPS observations and a
 AA2768.high-resolution geoid model.
 AA2768
 AA2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2768
 AA2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2768
 AA2768.The ellipsoidal height was determined by GPS observations
 AA2768.and is referenced to NAD 83.
 AA2768
 AA2768.The geoid height was determined by GEOID03.
 AA2768
 AA2768;                    North         East     Units Scale Factor Converg.
 AA2768;SPC MI C     -   186,366.444 6,071,643.178   MT  0.99991304   +0 38 30.6
 AA2768;SPC MI C     -   611,438.46 19,920,089.17   iFT  0.99991304   +0 38 30.6
 AA2768;UTM  17      - 4,984,803.535   306,232.179   MT  1.00006170   -1 44 18.1
 AA2768
 AA2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2768!SPC MI C     -   0.99997774  x   0.99991304  =   0.99989078
 AA2768!UTM  17      -   0.99997774  x   1.00006170  =   1.00003944
 AA2768
 AA2768                          SUPERSEDED SURVEY CONTROL
 AA2768
 AA2768  ELLIP H (02/03/97)  141.94   (m)                       GP(       ) 4 1
 AA2768  NAD 83(1986)-  44 59 24.78630(N)    083 27 29.11063(W) AD(       ) 1
 AA2768
 AA2768.Superseded values are not recommended for survey control.
 AA2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2768.See file dsdata.txt to determine how the superseded data were derived.
 AA2768
 AA2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0623284804(NAD 83)
 AA2768_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2768_SP_SET: CONCRETE POST
 AA2768_STAMPING: 04200 1992
 AA2768_MARK LOGO: MIDT  
 AA2768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2768+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2768
 AA2768  HISTORY     - Date     Condition        Report By
 AA2768  HISTORY     - 1992     MONUMENTED       MIDT
 AA2768  HISTORY     - 19990515 GOOD             USPSQD
 AA2768  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AA2768
 AA2768                          STATION DESCRIPTION
 AA2768
 AA2768'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2768'STATION IS LOCATED IN QUAD 440832 AND ON THE OSSINEKE QUADRANGLE MAP.
 AA2768'IT IS IN THE SOUTHWEST 1/4 OF SECTION 15, T-30-N, R-8-E, ALPENA
 AA2768'TOWNSHIP.  ABOUT 13.5 MILES (21.7 KM) SOUTHEAST OF LACHINE, ABOUT 6
 AA2768'MILES (9.7 KM) NORTH OF OSSINEKE, ABOUT 5 MILES (8.0 KM) SOUTH OF
 AA2768'ALPENA, AND ON THE UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH
 AA2768'FROM THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND RIPLEY BOULEVARD
 AA2768'ON THE SOUTH SIDE OF ALPENA, GO SOUTH ALONG UNITED STATES HIGHWAY 23
 AA2768'FOR 4.05 MILES (6.52 KM) TO STATION ON THE RIGHT. STATION IS RECESSED
 AA2768'0.7 FT (21.3 CM) BELOW GROUND SURFACE. IT IS 41.5 FT (12.6 M)
 AA2768'NORTHWEST OF A UTILITY POLE, 15.6 FT (4.8 M) SOUTHWEST OF THE
 AA2768'BITUMINOUS PAVEMENT EDGE (U.S.23), 19 FT (5.8 M) SOUTHEAST OF CENTER
 AA2768'GRAVEL DRIVE AND 2.6 FT (0.8 M)  NORTH OF METAL WITNESS POST WITH
 AA2768'SIGN.
 AA2768
 AA2768                          STATION RECOVERY (1999)
 AA2768
 AA2768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2768'RECOVERED IN GOOD CONDITION.
 AA2768
 AA2768                          STATION RECOVERY (2005)
 AA2768
 AA2768'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2768'THE AREA HAS BEEN DISTURBED BECAUSE OF RECENT SEWER PLACEMENT ALONG
 AA2768'THE WEST SIDE OF U.S. 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2769 ***********************************************************************
 AA2769  DESIGNATION -  04201
 AA2769  PID         -  AA2769
 AA2769  STATE/COUNTY-  MI/ALPENA
 AA2769  USGS QUAD   -  ALPENA (1971)
 AA2769
 AA2769                         *CURRENT SURVEY CONTROL
 AA2769  ___________________________________________________________________
 AA2769* NAD 83(1994)-  45 00 23.40210(N)    083 27 51.50322(W)     ADJUSTED  
 AA2769* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 AA2769  ___________________________________________________________________
 AA2769  X           -     514,155.183 (meters)                     COMP
 AA2769  Y           -  -4,487,823.575 (meters)                     COMP
 AA2769  Z           -   4,487,959.304 (meters)                     COMP
 AA2769  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AA2769  ELLIP HEIGHT-         141.54  (meters)          (07/12/02) GPS OBS
 AA2769  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 AA2769
 AA2769  HORZ ORDER  -  FIRST
 AA2769  ELLP ORDER  -  FOURTH    CLASS I
 AA2769
 AA2769.The horizontal coordinates were established by GPS observations
 AA2769.and adjusted by the National Geodetic Survey in February 1997..
 AA2769
 AA2769.The orthometric height was determined by GPS observations and a
 AA2769.high-resolution geoid model.
 AA2769
 AA2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2769
 AA2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2769
 AA2769.The ellipsoidal height was determined by GPS observations
 AA2769.and is referenced to NAD 83.
 AA2769
 AA2769.The geoid height was determined by GEOID03.
 AA2769
 AA2769;                    North         East     Units Scale Factor Converg.
 AA2769;SPC MI C     -   188,169.904 6,071,132.567   MT  0.99991331   +0 38 14.8
 AA2769;SPC MI C     -   617,355.33 19,918,413.93   iFT  0.99991331   +0 38 14.8
 AA2769;UTM  17      - 4,986,626.920   305,796.850   MT  1.00006377   -1 44 35.8
 AA2769
 AA2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2769!SPC MI C     -   0.99997781  x   0.99991331  =   0.99989112
 AA2769!UTM  17      -   0.99997781  x   1.00006377  =   1.00004158
 AA2769
 AA2769                          SUPERSEDED SURVEY CONTROL
 AA2769
 AA2769  ELLIP H (02/03/97)  141.52   (m)                       GP(       ) 4 1
 AA2769  NAD 83(1986)-  45 00 23.39361(N)    083 27 51.50481(W) AD(       ) 1
 AA2769
 AA2769.Superseded values are not recommended for survey control.
 AA2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2769.See file dsdata.txt to determine how the superseded data were derived.
 AA2769
 AA2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0579786627(NAD 83)
 AA2769_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2769_SP_SET: CONCRETE POST
 AA2769_STAMPING: 04201 1992
 AA2769_MARK LOGO: MIDT  
 AA2769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2769+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AA2769
 AA2769  HISTORY     - Date     Condition        Report By
 AA2769  HISTORY     - 1992     MONUMENTED       MIDT
 AA2769  HISTORY     - 19990515 GOOD             USPSQD
 AA2769  HISTORY     - 20050829 GOOD             USPSQD
 AA2769
 AA2769                          STATION DESCRIPTION
 AA2769
 AA2769'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2769'STATION IS LOCATED IN QUAD 440832 AND ON THE ALPENA QUADRANGLE MAP. IT
 AA2769'IS IN THE SOUTHWEST 1/4 OF SECTION 10, T-30-N, R-8-E, ALPENA TOWNSHIP,
 AA2769'ABOUT 13.25 MILES (21.32 KM) SOUTHEAST OF LACHINE, ABOUT 7.5 MILES
 AA2769'(12.1 KM) NORTH OF OSSINEKE, 3.5 MILES (5.6 KM) SOUTH OF ALPENA, AND
 AA2769'WITHIN UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH FROM THE
 AA2769'INTERSECTION OF UNITED STATES HIGHWAY 23 AND RIPLEY BOULEVARD AT THE
 AA2769'SOUTH END OF ALPENA, GO SOUTH ON UNITED STATES HIGHWAY 23 FOR 2.83 MI
 AA2769'(4.55 KM) TO STATION ON LEFT AT EAST-WEST DRIVEWAYS. STATION IS
 AA2769'RECESSED 0.7 FT (21.3 CM) BELOW GROUND SURFACE.  IT IS 90.0 FT (27.4
 AA2769'M) NORTHWEST OF THE MOST NORTHWESTERLY POST OF A BILLBOARD, 49.9 FT
 AA2769'(15.2 M) EAST OF CENTER OF UNITED STATES HIGHWAY 23, 29.4 FT (9.0 M)
 AA2769'EAST OF EAST EDGE BITUMINOUS PAVEMENT (U.S.23), 12 FT (3.7 M) NORTH OF
 AA2769'CENTER OF A GRAVEL DRIVE AND 2.2 FT (0.7 M) WEST OF A METAL WITNESS
 AA2769'POST WITH SIGN.
 AA2769
 AA2769                          STATION RECOVERY (1999)
 AA2769
 AA2769'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2769'RECOVERED IN GOOD CONDITION.
 AA2769
 AA2769                          STATION RECOVERY (2005)
 AA2769
 AA2769'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA2769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2770 ***********************************************************************
 AA2770  DESIGNATION -  04203
 AA2770  PID         -  AA2770
 AA2770  STATE/COUNTY-  MI/ALPENA
 AA2770  USGS QUAD   -  JEWETT CREEK (1986)
 AA2770
 AA2770                         *CURRENT SURVEY CONTROL
 AA2770  ___________________________________________________________________
 AA2770* NAD 83(1994)-  45 03 35.04693(N)    083 45 04.81262(W)     ADJUSTED  
 AA2770* NAVD 88     -       242.8    (meters)     797.     (feet)  GPS OBS   
 AA2770  ___________________________________________________________________
 AA2770  X           -     491,215.915 (meters)                     COMP
 AA2770  Y           -  -4,486,227.732 (meters)                     COMP
 AA2770  Z           -   4,492,186.372 (meters)                     COMP
 AA2770  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AA2770  ELLIP HEIGHT-         206.64  (meters)          (07/12/02) GPS OBS
 AA2770  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 AA2770
 AA2770  HORZ ORDER  -  FIRST
 AA2770  ELLP ORDER  -  FOURTH    CLASS I
 AA2770
 AA2770.The horizontal coordinates were established by GPS observations
 AA2770.and adjusted by the National Geodetic Survey in February 1997..
 AA2770
 AA2770.The orthometric height was determined by GPS observations and a
 AA2770.high-resolution geoid model.
 AA2770
 AA2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2770
 AA2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2770
 AA2770.The ellipsoidal height was determined by GPS observations
 AA2770.and is referenced to NAD 83.
 AA2770
 AA2770.The geoid height was determined by GEOID03.
 AA2770
 AA2770;                    North         East     Units Scale Factor Converg.
 AA2770;SPC MI C     -   193,873.631 6,048,461.774   MT  0.99991476   +0 26 04.8
 AA2770;SPC MI C     -   636,068.34 19,844,034.69   iFT  0.99991476   +0 26 04.8
 AA2770;UTM  17      - 4,993,269.239   283,378.074   MT  1.00017703   -1 56 53.8
 AA2770
 AA2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2770!SPC MI C     -   0.99996760  x   0.99991476  =   0.99988237
 AA2770!UTM  17      -   0.99996760  x   1.00017703  =   1.00014463
 AA2770
 AA2770                          SUPERSEDED SURVEY CONTROL
 AA2770
 AA2770  ELLIP H (02/03/97)  206.62   (m)                       GP(       ) 4 1
 AA2770  NAD 83(1986)-  45 03 35.03867(N)    083 45 04.81115(W) AD(       ) 1
 AA2770
 AA2770.Superseded values are not recommended for survey control.
 AA2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2770.See file dsdata.txt to determine how the superseded data were derived.
 AA2770
 AA2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8337893269(NAD 83)
 AA2770_MARKER: DH = HORIZONTAL CONTROL DISK
 AA2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2770_SP_SET: CONCRETE POST
 AA2770_STAMPING: 04203 1992
 AA2770_MARK LOGO: MIDT  
 AA2770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA2770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2770+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2003
 AA2770
 AA2770  HISTORY     - Date     Condition        Report By
 AA2770  HISTORY     - 1992     MONUMENTED       MIDT
 AA2770  HISTORY     - 19990803 GOOD             USPSQD
 AA2770  HISTORY     - 20030906 GOOD             WOOLPT
 AA2770
 AA2770                          STATION DESCRIPTION
 AA2770
 AA2770'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA2770'STATION IS LOCATED IN QUAD 450833 AND ON THE HILLMAN 15 MINUTE
 AA2770'QUADRANGLE MAP. IT IS IN THE NORTHWEST 1/4 OF SECTION 30, T-31-N,
 AA2770'R-6-E, GREEN TOWNSHIP, ABOUT 16 MILES (25.7 KM) WEST OF ALPENA, ABOUT
 AA2770'14.5 MILES (23.3 KM) SOUTHWEST OF POSEN, AND ABOUT 2 MILES (3.2 KM)
 AA2770'SOUTHWEST OF LACHINE ON STATE HIGHWAY M-32 RIGHT-OF-WAY. TO REACH FROM
 AA2770'THE INTERSECTION OF STATE HIGHWAY M-65 AND STATE HIGHWAY M-32 IN
 AA2770'FLANDERS, GO WEST ALONG STATE HIGHWAY M-32 FOR 0.2 MILE (0.3 KM) TO
 AA2770'FIELD DRIVE ON LEFT, TURN LEFT GOING SOUTH 100 FT (30.5 M) TO STATION
 AA2770'ON RIGHT. STATION IS RECESSED 1.0 FT (0.3 M) BELOW GROUND SURFACE.  IT
 AA2770'IS 93.2 FT (28.4 M) SOUTH OF THE CENTER OF STATE HIGHWAY M-32, 84 FT
 AA2770'(25.6 M) EAST-NORTHEAST OF UTILITY POLE, 29.6 FT (9.0 M) WEST OF THE
 AA2770'CENTER OF GRAVEL FIELD DRIVE, AND 1.6 FT (0.5 M) NORTH OF CARSONITE
 AA2770'WITNESS POST.
 AA2770
 AA2770                          STATION RECOVERY (1999)
 AA2770
 AA2770'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2770'RECOVERED IN GOOD CONDITION.
 AA2770
 AA2770                          STATION RECOVERY (2003)
 AA2770
 AA2770'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 AA2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5416 ***********************************************************************
 AA5416  DESIGNATION -  04313
 AA5416  PID         -  AA5416
 AA5416  STATE/COUNTY-  MI/OAKLAND
 AA5416  USGS QUAD   -  OXFORD (1991)
 AA5416
 AA5416                         *CURRENT SURVEY CONTROL
 AA5416  ___________________________________________________________________
 AA5416* NAD 83(1994)-  42 47 42.68727(N)    083 19 58.40656(W)     ADJUSTED  
 AA5416* NAVD 88     -       315.3    (meters)    1034.     (feet)  GPS OBS   
 AA5416  ___________________________________________________________________
 AA5416  X           -     544,238.544 (meters)                     COMP
 AA5416  Y           -  -4,655,946.394 (meters)                     COMP
 AA5416  Z           -   4,311,024.885 (meters)                     COMP
 AA5416  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 AA5416  ELLIP HEIGHT-         280.95  (meters)          (07/12/02) GPS OBS
 AA5416  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AA5416
 AA5416  HORZ ORDER  -  FIRST
 AA5416  ELLP ORDER  -  FOURTH    CLASS I
 AA5416
 AA5416.The horizontal coordinates were established by GPS observations
 AA5416.and adjusted by the National Geodetic Survey in February 1997..
 AA5416
 AA5416.The orthometric height was determined by GPS observations and a
 AA5416.high-resolution geoid model.
 AA5416
 AA5416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5416
 AA5416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5416
 AA5416.The ellipsoidal height was determined by GPS observations
 AA5416.and is referenced to NAD 83.
 AA5416
 AA5416.The geoid height was determined by GEOID03.
 AA5416
 AA5416;                    North         East     Units Scale Factor Converg.
 AA5416;SPC MI S     -   144,385.447 4,084,564.629   MT  0.99990810   +0 42 12.7
 AA5416;SPC MI S     -   473,705.53 13,400,802.59   iFT  0.99990810   +0 42 12.7
 AA5416;UTM  17      - 4,740,711.011   309,215.441   MT  1.00004782   -1 35 07.4
 AA5416
 AA5416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5416!SPC MI S     -   0.99995594  x   0.99990810  =   0.99986405
 AA5416!UTM  17      -   0.99995594  x   1.00004782  =   1.00000376
 AA5416
 AA5416                          SUPERSEDED SURVEY CONTROL
 AA5416
 AA5416  ELLIP H (02/03/97)  280.97   (m)                       GP(       ) 4 1
 AA5416  NAD 83(1986)-  42 47 42.69033(N)    083 19 58.43681(W) AD(       ) 1
 AA5416
 AA5416.Superseded values are not recommended for survey control.
 AA5416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5416.See file dsdata.txt to determine how the superseded data were derived.
 AA5416
 AA5416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0921540711(NAD 83)
 AA5416_MARKER: A = ALUMINUM MARKER
 AA5416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5416_STAMPING: 04313
 AA5416_MARK LOGO: WADTRI
 AA5416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5416+STABILITY: SURFACE MOTION
 AA5416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5416+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5416
 AA5416  HISTORY     - Date     Condition        Report By
 AA5416  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5416  HISTORY     - 20010815 MARK NOT FOUND   LOCENG
 AA5416  HISTORY     - 20060126 MARK NOT FOUND   INDIV
 AA5416
 AA5416                          STATION DESCRIPTION
 AA5416
 AA5416'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5416'M-24 (LAPEER ROAD) TO DRAHNER ROAD, THENCE WEST 3.3 MILES (5.3 KM)
 AA5416'ALONG DRAHNER ROAD TO COATS ROAD, THENCE SOUTH 0.85 MILES (1.37 KM)
 AA5416'ALONG COATS ROAD TO STANTON ROAD, THENCE WEST 0.9 MILES (1.4 KM) ALONG
 AA5416'STANTON TO BALDWIN ROAD AND THE MONUMENT AT THE NORTHEAST QUADRANT OF
 AA5416'THE INTERSECTION.  THE MONUMENT IS 30 FEET (9.1 M) NORTH OF THE
 AA5416'CENTERLINE OF STANTON ROAD, 36 FEET (11.0 M) EAST OF THE CENTERLINE OF
 AA5416'BALDWIN ROAD, 39.06 FEET (11.91 M) NORTHEAST OF THE SOUTHWEST CORNER
 AA5416'OF SECTION 31 OXFORD TOWNSHIP, 82 FEET (25.0 M) EAST NORTHEAST OF A
 AA5416'TELEPHONE POLE, 66.1 FEET (20.1 M) NORTH NORTHWEST OF THE NORTHWEST
 AA5416'CORNER OF A 1 FOOT (0.3 M) BY 3 FOOT (0.9 M) TELEPHONE BOX, 120.9 FEET
 AA5416'(36.9 M) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE 595 BALDWIN ROAD,
 AA5416'AND 4 FEET (1.2 M) HIGHER THAN BALDWIN ROAD.
 AA5416
 AA5416                          STATION RECOVERY (2001)
 AA5416
 AA5416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5416'MARK APPARENTLY DESTROYED DUE TO CONSTRUCTION.
 AA5416
 AA5416                          STATION RECOVERY (2006)
 AA5416
 AA5416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5416'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5428 ***********************************************************************
 AA5428  DESIGNATION -  05012
 AA5428  PID         -  AA5428
 AA5428  STATE/COUNTY-  MI/OAKLAND
 AA5428  USGS QUAD   -  ALMONT (1991)
 AA5428
 AA5428                         *CURRENT SURVEY CONTROL
 AA5428  ___________________________________________________________________
 AA5428* NAD 83(1994)-  42 52 50.81241(N)    083 06 44.97308(W)     ADJUSTED  
 AA5428* NAVD 88     -       298.4    (meters)     979.     (feet)  GPS OBS   
 AA5428  ___________________________________________________________________
 AA5428  X           -     561,367.563 (meters)                     COMP
 AA5428  Y           -  -4,647,387.398 (meters)                     COMP
 AA5428  Z           -   4,317,985.628 (meters)                     COMP
 AA5428  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AA5428  ELLIP HEIGHT-         263.72  (meters)          (07/12/02) GPS OBS
 AA5428  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA5428
 AA5428  HORZ ORDER  -  FIRST
 AA5428  ELLP ORDER  -  FOURTH    CLASS I
 AA5428
 AA5428.The horizontal coordinates were established by GPS observations
 AA5428.and adjusted by the National Geodetic Survey in February 1997..
 AA5428
 AA5428.The orthometric height was determined by GPS observations and a
 AA5428.high-resolution geoid model.
 AA5428
 AA5428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5428
 AA5428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5428
 AA5428.The ellipsoidal height was determined by GPS observations
 AA5428.and is referenced to NAD 83.
 AA5428
 AA5428.The geoid height was determined by GEOID03.
 AA5428
 AA5428;                    North         East     Units Scale Factor Converg.
 AA5428;SPC MI S     -   154,136.670 4,102,450.739   MT  0.99990688   +0 51 12.6
 AA5428;SPC MI S     -   505,697.74 13,459,484.05   iFT  0.99990688   +0 51 12.6
 AA5428;UTM  17      - 4,749,740.604   327,478.736   MT  0.99996617   -1 26 16.3
 AA5428
 AA5428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5428!SPC MI S     -   0.99995864  x   0.99990688  =   0.99986553
 AA5428!UTM  17      -   0.99995864  x   0.99996617  =   0.99992482
 AA5428
 AA5428                          SUPERSEDED SURVEY CONTROL
 AA5428
 AA5428  NAD 83(1986)-  42 52 50.81571(N)    083 06 45.00413(W) AD(       ) 1
 AA5428
 AA5428.Superseded values are not recommended for survey control.
 AA5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5428.See file dsdata.txt to determine how the superseded data were derived.
 AA5428
 AA5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2747949741(NAD 83)
 AA5428_MARKER: A = ALUMINUM MARKER
 AA5428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5428_STAMPING: 05012
 AA5428_MARK LOGO: WADTRI
 AA5428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5428+STABILITY: SURFACE MOTION
 AA5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5428+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5428
 AA5428  HISTORY     - Date     Condition        Report By
 AA5428  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5428  HISTORY     - 20020601 GOOD             INDIV
 AA5428  HISTORY     - 20060103 GOOD             INDIV
 AA5428
 AA5428                          STATION DESCRIPTION
 AA5428
 AA5428'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5428'M-24 TO OAKWOOD ROAD, THENCE EAST 5.75 MILES (9.25 KM) ALONG OAKWOOD
 AA5428'ROAD TO LAKE GEORGE ROAD, THENCE SOUTH ALONG LAKE GEORGE ROAD 0.4
 AA5428'MILES (0.6 KM) TO LEONARD ROAD, THENCE EAST ALONG LEONARD ROAD 3.65
 AA5428'MILES (5.87 KM) TO SECORD LAKE ROAD, THENCE NORTH 1.05 MILES (1.69 KM)
 AA5428'ALONG SECORD LAKE ROAD TO MCKAIL ROAD AND THE MONUMENT AT THE
 AA5428'NORTHEAST QUADRANT OF THE INTERSECTION. THE MONUMENT IS 34 FEET (10.4
 AA5428'M) NORTH OF THE CENTERLINE OF MCKAIL ROAD, 27 FEET (8.2 M) EAST OF THE
 AA5428'CENTERLINE OF SECORD LAKE ROAD, 61.2 FEET (18.7 M) NORTH NORTHWEST OF
 AA5428'A TELEPHONE POLE, 77.5 FEET (23.6 M) NORTHEAST OF A POWER POLE, 75.8
 AA5428'FEET (23.1 M) NORTH OF A NAIL IN TWIN 18 INCH MAPLE TREE, AND 1 FOOT
 AA5428'(0.3 M) HIGHER THAN SECORD LAKE ROAD.
 AA5428
 AA5428                          STATION RECOVERY (2002)
 AA5428
 AA5428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5428'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5428'FOUND THIS CORNER TO BE GOOD.
 AA5428
 AA5428                          STATION RECOVERY (2006)
 AA5428
 AA5428'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0899 ***********************************************************************
 QK0899  DESIGNATION -  05200
 QK0899  PID         -  QK0899
 QK0899  STATE/COUNTY-  MI/ANTRIM
 QK0899  USGS QUAD   -  ELMIRA (1986)
 QK0899
 QK0899                         *CURRENT SURVEY CONTROL
 QK0899  ___________________________________________________________________
 QK0899* NAD 83(1994)-  45 03 58.16078(N)    084 51 54.41428(W)     ADJUSTED  
 QK0899* NAVD 88     -       378.9    (meters)    1243.     (feet)  GPS OBS   
 QK0899  ___________________________________________________________________
 QK0899  X           -     403,883.871 (meters)                     COMP
 QK0899  Y           -  -4,494,522.015 (meters)                     COMP
 QK0899  Z           -   4,492,787.766 (meters)                     COMP
 QK0899  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 QK0899  ELLIP HEIGHT-         344.21  (meters)          (07/17/02) GPS OBS
 QK0899  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 QK0899
 QK0899  HORZ ORDER  -  FIRST
 QK0899  ELLP ORDER  -  FOURTH    CLASS I
 QK0899
 QK0899.The horizontal coordinates were established by GPS observations
 QK0899.and adjusted by the National Geodetic Survey in February 1997..
 QK0899
 QK0899.The orthometric height was determined by GPS observations and a
 QK0899.high-resolution geoid model.
 QK0899
 QK0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0899
 QK0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0899
 QK0899.The ellipsoidal height was determined by GPS observations
 QK0899.and is referenced to NAD 83.
 QK0899
 QK0899.The geoid height was determined by GEOID03.
 QK0899
 QK0899;                    North         East     Units Scale Factor Converg.
 QK0899;SPC MI C     -   194,523.885 5,960,747.757   MT  0.99991500   -0 21 07.6
 QK0899;SPC MI C     -   638,201.72 19,556,259.05   iFT  0.99991500   -0 21 07.6
 QK0899;UTM  16      - 4,992,516.651   668,067.814   MT  0.99994733   +1 30 42.1
 QK0899
 QK0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0899!SPC MI C     -   0.99994604  x   0.99991500  =   0.99986104
 QK0899!UTM  16      -   0.99994604  x   0.99994733  =   0.99989337
 QK0899
 QK0899                          SUPERSEDED SURVEY CONTROL
 QK0899
 QK0899  NAD 83(1986)-  45 03 58.15499(N)    084 51 54.41700(W) AD(       ) 1
 QK0899
 QK0899.Superseded values are not recommended for survey control.
 QK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0899.See file dsdata.txt to determine how the superseded data were derived.
 QK0899
 QK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6806892517(NAD 83)
 QK0899_MARKER: A = ALUMINUM MARKER
 QK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0899_SP_SET: CONCRETE POST
 QK0899_STAMPING: 05200 1991
 QK0899_MARK LOGO: MIDT  
 QK0899_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0899+STABILITY: SURFACE MOTION
 QK0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0899+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0899
 QK0899  HISTORY     - Date     Condition        Report By
 QK0899  HISTORY     - 1991     MONUMENTED       MIDT
 QK0899
 QK0899                          STATION DESCRIPTION
 QK0899
 QK0899'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0899'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0899'SECTION 24, T-31-N, R-5-W, WARNER TOWNSHIP, AND ON ELMIRA QUADRANGLE
 QK0899'MAP.  ABOUT 14-3/4 MILES NORTH-NORTHWEST FROM MANCELONA, 9-3/4 MILES
 QK0899'WEST FROM GAYLORD, 7-1/2 MILES SOUTH OF BOYNE FALLS, 0.5 MILES
 QK0899'(0.8 KM) EAST OF ELMIRA AND ON M-32 RIGHT-OF-WAY.
 QK0899'$
 QK0899'TO REACH FROM THE JUNCTION OF M-32 AND THE TUSCOLA AND SAGINAW BAY
 QK0899'RAILROAD CROSSING IN ELMIRA, GO EAST ON M-32 FOR 0.55 MILES
 QK0899'(0.89 KM) TO STATION ON THE LEFT AS DESCRIBED.
 QK0899'$
 QK0899'STATION IS 46.3 FT (14.1 MT) SOUTH OF CENTER OF M-32, 24.6 FT
 QK0899'(7.5 MT) NORTHEAST FROM A 5-INCH SCOTCH PINE TREE, 22.8 FT (6.9 MT)
 QK0899'NORTHWEST FROM A 5-INCH SCOTCH PINE TREE, 12.2 FT (3.7 MT) SOUTH OF
 QK0899'THE SOUTH LEG OF A NO PASSING ZONE SIGN, AND 2.2 FT (0.7 MT) SOUTH
 QK0899'FROM A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0900 ***********************************************************************
 QK0900  DESIGNATION -  05201
 QK0900  PID         -  QK0900
 QK0900  STATE/COUNTY-  MI/ANTRIM
 QK0900  USGS QUAD   -  DEADMANS HILL (1986)
 QK0900
 QK0900                         *CURRENT SURVEY CONTROL
 QK0900  ___________________________________________________________________
 QK0900* NAD 83(1994)-  45 03 59.82463(N)    084 53 11.62824(W)     ADJUSTED  
 QK0900* NAVD 88     -       383.3    (meters)    1258.     (feet)  GPS OBS   
 QK0900  ___________________________________________________________________
 QK0900  X           -     402,198.384 (meters)                     COMP
 QK0900  Y           -  -4,494,639.789 (meters)                     COMP
 QK0900  Z           -   4,492,827.181 (meters)                     COMP
 QK0900  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 QK0900  ELLIP HEIGHT-         348.64  (meters)          (07/17/02) GPS OBS
 QK0900  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 QK0900
 QK0900  HORZ ORDER  -  FIRST
 QK0900  ELLP ORDER  -  FOURTH    CLASS I
 QK0900
 QK0900.The horizontal coordinates were established by GPS observations
 QK0900.and adjusted by the National Geodetic Survey in February 1997..
 QK0900
 QK0900.The orthometric height was determined by GPS observations and a
 QK0900.high-resolution geoid model.
 QK0900
 QK0900.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0900
 QK0900.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0900
 QK0900.The ellipsoidal height was determined by GPS observations
 QK0900.and is referenced to NAD 83.
 QK0900
 QK0900.The geoid height was determined by GEOID03.
 QK0900
 QK0900;                    North         East     Units Scale Factor Converg.
 QK0900;SPC MI C     -   194,585.846 5,959,059.078   MT  0.99991501   -0 22 02.1
 QK0900;SPC MI C     -   638,405.01 19,550,718.76   iFT  0.99991501   -0 22 02.1
 QK0900;UTM  16      - 4,992,523.659   666,377.964   MT  0.99994038   +1 29 47.4
 QK0900
 QK0900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0900!SPC MI C     -   0.99994534  x   0.99991501  =   0.99986036
 QK0900!UTM  16      -   0.99994534  x   0.99994038  =   0.99988572
 QK0900
 QK0900                          SUPERSEDED SURVEY CONTROL
 QK0900
 QK0900  NAD 83(1986)-  45 03 59.81883(N)    084 53 11.63112(W) AD(       ) 1
 QK0900
 QK0900.Superseded values are not recommended for survey control.
 QK0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0900.See file dsdata.txt to determine how the superseded data were derived.
 QK0900
 QK0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6637892524(NAD 83)
 QK0900_MARKER: A = ALUMINUM MARKER
 QK0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0900_SP_SET: CONCRETE POST
 QK0900_STAMPING: 05201 1991
 QK0900_MARK LOGO: MIDT  
 QK0900_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0900+STABILITY: SURFACE MOTION
 QK0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0900+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0900
 QK0900  HISTORY     - Date     Condition        Report By
 QK0900  HISTORY     - 1991     MONUMENTED       MIDT
 QK0900
 QK0900                          STATION DESCRIPTION
 QK0900
 QK0900'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0900'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0900'SECTION 23, T-31-N, R-5-W, WARNER TOWNSHIP, AND ON DEADMANS HILL
 QK0900'QUADRANGLE MAP.  ABOUT 14-1/4 MILES NORTHWEST FROM MANCELONA, 10-3/4
 QK0900'MILES WEST FROM GAYLORD, 7 MILES (11.3 KM) SOUTH OF BOYNE FALLS, 1.6
 QK0900'MILES (2.6 KM) EAST OF ELMIRA AND ON M-32 RIGHT-OF-WAY.
 QK0900'$
 QK0900'TO REACH FROM THE JUNCTION OF M-32 AND THE TUSCOLA AND SAGINAW BAY
 QK0900'RAILROAD CROSSING IN ELMIRA, GO EAST ON M-32 FOR 1.65 MILES
 QK0900'(2.66 KM) TO STATION ON THE RIGHT AS DESCRIBED.
 QK0900'$
 QK0900'STATION IS 36.0 FT (11.0 MT) NORTH OF CENTER OF M-32, 3.0 FT (0.9 MT)
 QK0900'SOUTH FROM A UTILITY POLE AND 2.5 FT (0.8 MT) NORTH FROM A METAL
 QK0900'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0591 ***********************************************************************
 PL0591  DESIGNATION -  05202
 PL0591  PID         -  PL0591
 PL0591  STATE/COUNTY-  MI/ANTRIM
 PL0591  USGS QUAD   -  ALBA (1985)
 PL0591
 PL0591                         *CURRENT SURVEY CONTROL
 PL0591  ___________________________________________________________________
 PL0591* NAD 83(1994)-  44 57 54.99360(N)    084 59 03.91698(W)     ADJUSTED  
 PL0591* NAVD 88     -       357.9    (meters)    1174.     (feet)  GPS OBS   
 PL0591  ___________________________________________________________________
 PL0591  X           -     395,216.120 (meters)                     COMP
 PL0591  Y           -  -4,503,238.259 (meters)                     COMP
 PL0591  Z           -   4,484,847.504 (meters)                     COMP
 PL0591  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 PL0591  ELLIP HEIGHT-         323.48  (meters)          (07/17/02) GPS OBS
 PL0591  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 PL0591
 PL0591  HORZ ORDER  -  FIRST
 PL0591  ELLP ORDER  -  FOURTH    CLASS I
 PL0591
 PL0591.The horizontal coordinates were established by GPS observations
 PL0591.and adjusted by the National Geodetic Survey in February 1997..
 PL0591
 PL0591.The orthometric height was determined by GPS observations and a
 PL0591.high-resolution geoid model.
 PL0591
 PL0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0591
 PL0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0591
 PL0591.The ellipsoidal height was determined by GPS observations
 PL0591.and is referenced to NAD 83.
 PL0591
 PL0591.The geoid height was determined by GEOID03.
 PL0591
 PL0591;                    North         East     Units Scale Factor Converg.
 PL0591;SPC MI C     -   183,378.846 5,951,267.307   MT  0.99991278   -0 26 11.0
 PL0591;SPC MI C     -   601,636.63 19,525,155.21   iFT  0.99991278   -0 26 11.0
 PL0591;UTM  16      - 4,981,069.219   658,954.438   MT  0.99991069   +1 25 28.8
 PL0591
 PL0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0591!SPC MI C     -   0.99994929  x   0.99991278  =   0.99986207
 PL0591!UTM  16      -   0.99994929  x   0.99991069  =   0.99985998
 PL0591
 PL0591                          SUPERSEDED SURVEY CONTROL
 PL0591
 PL0591  ELLIP H (02/03/97)  323.51   (m)                       GP(       ) 4 1
 PL0591  NAD 83(1986)-  44 57 54.98648(N)    084 59 03.92302(W) AD(       ) 1
 PL0591
 PL0591.Superseded values are not recommended for survey control.
 PL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0591.See file dsdata.txt to determine how the superseded data were derived.
 PL0591
 PL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5895481069(NAD 83)
 PL0591_MARKER: A = ALUMINUM MARKER
 PL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0591_SP_SET: CONCRETE POST
 PL0591_STAMPING: 05202 1991
 PL0591_MARK LOGO: MIDT  
 PL0591_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0591+STABILITY: SURFACE MOTION
 PL0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0591+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PL0591
 PL0591  HISTORY     - Date     Condition        Report By
 PL0591  HISTORY     - 1991     MONUMENTED       MIDT
 PL0591
 PL0591                          STATION DESCRIPTION
 PL0591
 PL0591'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 PL0591'STATION IS LOCATED IN QUAD. 440851.  IT IS IN THE SOUTHWEST 1/4 OF
 PL0591'SECTION 25, T-31-N, R-6-W, CHESTONIA TOWNSHIP, AND ON THE ALBA
 PL0591'QUADRANGLE MAP.  ABOUT 15-3/4 MILES SOUTHWEST FROM GAYLORD, 14-1/4
 PL0591'MILES SOUTH OF BOYNE FALLS, 5-3/4 MILES NORTHEAST FROM MANCELONA AND
 PL0591'ON U.S. HIGHWAY 131 RIGHT-OF-WAY.
 PL0591'$
 PL0591'TO REACH FROM ALBA AT THE INTERSECTION OF U.S. HIGHWAY 131 AND ALBA
 PL0591'HIGHWAY, (COUNTY ROAD C-42), GO SOUTHWEST ON HIGHWAY 131 FOR 0.8 MI
 PL0591'(1.3 KM)  TO KREGULA ROAD, T-INTERSECTION EAST.  TURN LEFT AND GO
 PL0591'EAST ABOUT 80 FEET (24.4 MT) TO OLD HIGHWAY 131 ROAD GRADE.  TURN
 PL0591'RIGHT AND GO SOUTHWEST FOR 0.2 MI (0.3 KM)  TO STATION ON LEFT AS
 PL0591'DESCRIBED.
 PL0591'$
 PL0591'STATION IS 111 FT (33.8 MT) SOUTHEAST FROM THE CENTER OF HIGHWAY 131,
 PL0591'66 FT (20.1 MT) NORHTWEST FROM THE WEST RAIL OF THE TUSCOLA AND
 PL0591'SAGINAW BAY RAILROAD, 49.5 FT (15.1 MT) SOUTHWEST FROM A UTILITY
 PL0591'POLE, AND 3.0 FT (0.9 MT) NORTH FROM A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0592 ***********************************************************************
 PL0592  DESIGNATION -  05203
 PL0592  PID         -  PL0592
 PL0592  STATE/COUNTY-  MI/ANTRIM
 PL0592  USGS QUAD   -  MANCELONA (1985)
 PL0592
 PL0592                         *CURRENT SURVEY CONTROL
 PL0592  ___________________________________________________________________
 PL0592* NAD 83(1994)-  44 57 14.85889(N)    085 00 03.13187(W)     ADJUSTED  
 PL0592* NAVD 88     -       355.4    (meters)    1166.     (feet)  GPS OBS   
 PL0592  ___________________________________________________________________
 PL0592  X           -     393,999.451 (meters)                     COMP
 PL0592  Y           -  -4,504,222.021 (meters)                     COMP
 PL0592  Z           -   4,483,969.094 (meters)                     COMP
 PL0592  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 PL0592  ELLIP HEIGHT-         321.10  (meters)          (07/17/02) GPS OBS
 PL0592  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 PL0592
 PL0592  HORZ ORDER  -  FIRST
 PL0592  ELLP ORDER  -  FOURTH    CLASS I
 PL0592
 PL0592.The horizontal coordinates were established by GPS observations
 PL0592.and adjusted by the National Geodetic Survey in February 1997..
 PL0592
 PL0592.The orthometric height was determined by GPS observations and a
 PL0592.high-resolution geoid model.
 PL0592
 PL0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0592
 PL0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0592
 PL0592.The ellipsoidal height was determined by GPS observations
 PL0592.and is referenced to NAD 83.
 PL0592
 PL0592.The geoid height was determined by GEOID03.
 PL0592
 PL0592;                    North         East     Units Scale Factor Converg.
 PL0592;SPC MI C     -   182,150.060 5,949,960.070   MT  0.99991272   -0 26 52.8
 PL0592;SPC MI C     -   597,605.18 19,520,866.37   iFT  0.99991272   -0 26 52.8
 PL0592;UTM  16      - 4,979,798.636   657,687.800   MT  0.99990576   +1 24 45.9
 PL0592
 PL0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0592!SPC MI C     -   0.99994966  x   0.99991272  =   0.99986238
 PL0592!UTM  16      -   0.99994966  x   0.99990576  =   0.99985542
 PL0592
 PL0592                          SUPERSEDED SURVEY CONTROL
 PL0592
 PL0592  ELLIP H (02/03/97)  321.14   (m)                       GP(       ) 4 1
 PL0592  NAD 83(1986)-  44 57 14.85176(N)    085 00 03.13791(W) AD(       ) 1
 PL0592
 PL0592.Superseded values are not recommended for survey control.
 PL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0592.See file dsdata.txt to determine how the superseded data were derived.
 PL0592
 PL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5768879799(NAD 83)
 PL0592_MARKER: A = ALUMINUM MARKER
 PL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0592_SP_SET: CONCRETE POST
 PL0592_STAMPING: 05203 1991
 PL0592_MARK LOGO: MIDT  
 PL0592_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0592+STABILITY: SURFACE MOTION
 PL0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0592+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2001
 PL0592
 PL0592  HISTORY     - Date     Condition        Report By
 PL0592  HISTORY     - 1991     MONUMENTED       MIDT
 PL0592  HISTORY     - 20010715 GOOD             MIDH
 PL0592
 PL0592                          STATION DESCRIPTION
 PL0592
 PL0592'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 PL0592'STATION IS LOCATED IN QUAD. 440851.  IT IS IN THE SOUTHWEST 1/4 OF
 PL0592'SECTION 35, T-30-N, R-6-W, CHESTONIA TOWNSHIP, AND ON THE WESTWOOD
 PL0592'QUADRANGLE MAP.  ABOUT 16-3/4 MILES SOUTHWEST FROM GAYLORD, 15-1/4
 PL0592'MILES SOUTH OF BOYNE FALLS, 5-3/4 MILES NORTHEAST FROM MANCELONA AND
 PL0592'ON U.S. HIGHWAY 131 RIGHT-OF-WAY.
 PL0592'$
 PL0592'TO REACH FROM ALBA AT THE INTERSECTION OF U.S. HIGHWAY 131 AND ALBA
 PL0592'HIGHWAY, (COUNTY ROAD C-42), GO SOUTHWEST ON HIGHWAY 131 FOR 2.05 MI
 PL0592'(3.30 KM)  TO THE DRIVEWAY OF GLENN PENNY, 5301 U.S. HIGHWAY 131 ON
 PL0592'LEFT.  ENTER DRIVEWAY AND GO EAST FOR ABOUT 80 FEET (24.4 MT) TO THE
 PL0592'OLD HIGHWAY 131 ROAD GRADE.  TURN RIGHT AND GO SOUTHWEST FOR ABOUT
 PL0592'200 FEET (61.0 MT) TO STATION ON LEFT AS DESCRIBED.
 PL0592'$
 PL0592'STATION IS 116 FT (35.4 MT) SOUTHEAST FROM THE CENTER OF HIGHWAY 131,
 PL0592'68 FT (20.7 MT) SOUTHWEST FROM A UTILITY POLE, 66 FT (20.1 MT)
 PL0592'NORTHWEST FROM THE WEST RAIL OF THE TUSCOLA AND SAGINAW BAY RAILROAD
 PL0592'AND 3.0 FT (0.9 MT) NORTHEAST FROM A METAL WITNESS POST AND SIGN.
 PL0592
 PL0592                          STATION RECOVERY (2001)
 PL0592
 PL0592'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2001 (BGS)
 PL0592'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5417 ***********************************************************************
 AA5417  DESIGNATION -  05313
 AA5417  PID         -  AA5417
 AA5417  STATE/COUNTY-  MI/OAKLAND
 AA5417  USGS QUAD   -  LAKE ORION (1991)
 AA5417
 AA5417                         *CURRENT SURVEY CONTROL
 AA5417  ___________________________________________________________________
 AA5417* NAD 83(1994)-  42 48 01.42143(N)    083 13 02.20308(W)     ADJUSTED  
 AA5417* NAVD 88     -       329.4    (meters)    1081.     (feet)  GPS OBS   
 AA5417  ___________________________________________________________________
 AA5417  X           -     553,587.066 (meters)                     COMP
 AA5417  Y           -  -4,654,458.830 (meters)                     COMP
 AA5417  Z           -   4,311,458.525 (meters)                     COMP
 AA5417  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AA5417  ELLIP HEIGHT-         294.84  (meters)          (07/12/02) GPS OBS
 AA5417  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 AA5417
 AA5417  HORZ ORDER  -  FIRST
 AA5417  ELLP ORDER  -  FOURTH    CLASS I
 AA5417
 AA5417.The horizontal coordinates were established by GPS observations
 AA5417.and adjusted by the National Geodetic Survey in February 1997..
 AA5417
 AA5417.The orthometric height was determined by GPS observations and a
 AA5417.high-resolution geoid model.
 AA5417
 AA5417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5417
 AA5417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5417
 AA5417.The ellipsoidal height was determined by GPS observations
 AA5417.and is referenced to NAD 83.
 AA5417
 AA5417.The geoid height was determined by GEOID03.
 AA5417
 AA5417;                    North         East     Units Scale Factor Converg.
 AA5417;SPC MI S     -   145,086.054 4,094,013.445   MT  0.99990796   +0 46 55.9
 AA5417;SPC MI S     -   476,004.11 13,431,802.64   iFT  0.99990796   +0 46 55.9
 AA5417;UTM  17      - 4,741,033.709   318,685.816   MT  1.00000446   -1 30 25.0
 AA5417
 AA5417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5417!SPC MI S     -   0.99995376  x   0.99990796  =   0.99986173
 AA5417!UTM  17      -   0.99995376  x   1.00000446  =   0.99995822
 AA5417
 AA5417                          SUPERSEDED SURVEY CONTROL
 AA5417
 AA5417  ELLIP H (02/03/97)  294.85   (m)                       GP(       ) 4 1
 AA5417  NAD 83(1986)-  42 48 01.42467(N)    083 13 02.23384(W) AD(       ) 1
 AA5417
 AA5417.Superseded values are not recommended for survey control.
 AA5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5417.See file dsdata.txt to determine how the superseded data were derived.
 AA5417
 AA5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1868641034(NAD 83)
 AA5417_MARKER: A = ALUMINUM MARKER
 AA5417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5417_STAMPING: 05313
 AA5417_MARK LOGO: WADTRI
 AA5417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5417+STABILITY: SURFACE MOTION
 AA5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5417+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2003
 AA5417
 AA5417  HISTORY     - Date     Condition        Report By
 AA5417  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5417  HISTORY     - 20020601 GOOD             INDIV
 AA5417  HISTORY     - 20030508 GOOD             GEOCAC
 AA5417  HISTORY     - 20060103 GOOD             INDIV
 AA5417
 AA5417                          STATION DESCRIPTION
 AA5417
 AA5417'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5417'M-24 TO INDIAN LAKE ROAD, THENCE EAST 1.5 MILES (2.4 KM) ALONG INDIAN
 AA5417'LAKE ROAD TO BARR ROAD, THENCE NORTH 0.15 MILES (0.24 KM) ALONG BARR
 AA5417'ROAD TO CHEYENNE COURT.  THE MONUMENT IS 70 FEET (21.3 M) EAST OF
 AA5417'CENTERLINE OF BARR ROAD, 29 FEET (8.8 M) NORTH OF CENTERLINE OF
 AA5417'CHEYENNE COURT, 164.8 FEET (50.2 M) EAST OF THE SOUTHEAST CORNER OF A
 AA5417'BRICK GARAGE AT HOUSE 1850 BARR ROAD, 105.5 FEET (32.2 M) EAST
 AA5417'NORTHEAST OF A 36 INCH OAK TREE, 97.5 FEET (29.7 M) SOUTH SOUTHEAST OF
 AA5417'AN 18 INCH MAPLE TREE, 111.1 FEET (33.9 M) NORTHWEST OF THE NORTHWEST
 AA5417'CORNER OF A DETROIT EDISON BOX, AND 2 FEET (0.6 M) HIGHER THAN
 AA5417'CHEYENNE COURT.
 AA5417
 AA5417                          STATION RECOVERY (2002)
 AA5417
 AA5417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5417'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5417'FOUND THIS CORNER TO BE GOOD.
 AA5417
 AA5417                          STATION RECOVERY (2003)
 AA5417
 AA5417'RECOVERY NOTE BY GEOCACHING 2003 (LDR)
 AA5417'TOP OF MONUMENT POST IS FLUSH WITH GROUND LEVEL.  GROUND AT THIS POINT
 AA5417'IS
 AA5417'APPROX 2 FEET HIGHER THAN ADJACENT ROADWAY.
 AA5417
 AA5417                          STATION RECOVERY (2006)
 AA5417
 AA5417'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2299 ***********************************************************************
 AB2299  DESIGNATION -  06003
 AB2299  PID         -  AB2299
 AB2299  STATE/COUNTY-  MI/ARENAC
 AB2299  USGS QUAD   -  STANDISH (1973)
 AB2299
 AB2299                         *CURRENT SURVEY CONTROL
 AB2299  ___________________________________________________________________
 AB2299* NAD 83(1994)-  43 57 02.05998(N)    083 58 01.30384(W)     ADJUSTED  
 AB2299* NAVD 88     -       193.9    (meters)     636.     (feet)  GPS OBS   
 AB2299  ___________________________________________________________________
 AB2299  X           -     483,400.823 (meters)                     COMP
 AB2299  Y           -  -4,573,930.741 (meters)                     COMP
 AB2299  Z           -   4,404,249.685 (meters)                     COMP
 AB2299  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AB2299  ELLIP HEIGHT-         158.98  (meters)          (07/12/02) GPS OBS
 AB2299  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 AB2299
 AB2299  HORZ ORDER  -  FIRST
 AB2299  ELLP ORDER  -  FOURTH    CLASS I
 AB2299
 AB2299.The horizontal coordinates were established by GPS observations
 AB2299.and adjusted by the National Geodetic Survey in February 1997..
 AB2299
 AB2299.The orthometric height was determined by GPS observations and a
 AB2299.high-resolution geoid model.
 AB2299
 AB2299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2299
 AB2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2299
 AB2299.The ellipsoidal height was determined by GPS observations
 AB2299.and is referenced to NAD 83.
 AB2299
 AB2299.The geoid height was determined by GEOID03.
 AB2299
 AB2299;                    North         East     Units Scale Factor Converg.
 AB2299;SPC MI C     -    70,521.576 6,032,081.868   MT  1.00006146   +0 16 56.3
 AB2299;SPC MI C     -   231,370.00 19,790,294.84   iFT  1.00006146   +0 16 56.3
 AB2299;UTM  17      - 4,870,663.333   261,919.660   MT  1.00029721   -2 03 36.7
 AB2299;UTM  16      - 4,870,855.803   743,371.867   MT  1.00032855   +2 06 21.7
 AB2299
 AB2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2299!SPC MI C     -   0.99997507  x   1.00006146  =   1.00003653
 AB2299!UTM  17      -   0.99997507  x   1.00029721  =   1.00027227
 AB2299!UTM  16      -   0.99997507  x   1.00032855  =   1.00030361
 AB2299
 AB2299                          SUPERSEDED SURVEY CONTROL
 AB2299
 AB2299  ELLIP H (02/03/97)  159.00   (m)                       GP(       ) 4 1
 AB2299  NAD 83(1986)-  43 57 02.05017(N)    083 58 01.31618(W) AD(       ) 1
 AB2299
 AB2299.Superseded values are not recommended for survey control.
 AB2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2299.See file dsdata.txt to determine how the superseded data were derived.
 AB2299
 AB2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6192070663(NAD 83)
 AB2299_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2299_STAMPING: 06003
 AB2299_MARK LOGO: MIDT  
 AB2299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2299+STABILITY: SURFACE MOTION
 AB2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2299+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 AB2299
 AB2299  HISTORY     - Date     Condition        Report By
 AB2299  HISTORY     - 1980     MONUMENTED       MIDT
 AB2299  HISTORY     - 20011011 GOOD             USPSQD
 AB2299  HISTORY     - 20051211 MARK NOT FOUND   USPSQD
 AB2299
 AB2299                          STATION DESCRIPTION
 AB2299
 AB2299'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB2299'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 AB2299'IT IS IN THE NORTHEAST 1/4 OF SECTION 22, T-18-N, R-4-E, STANDISH
 AB2299'TOWNSHIP.  ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF STANDISH, 8.6 MI (13.8
 AB2299'KM) SOUTHWEST OF OMER, AND 5.0 MI (8.0 KM) SOUTHEAST OF STERLING.  TO
 AB2299'REACH FROM THE INTERSECTION OF STATE HIGHWAY M-61 AND US HIGHWAY 23 IN
 AB2299'STANDISH, GO SOUTH ALONG US HIGHWAY 23 FOR 2.0 MI (3.2 KM) TO WHERE US
 AB2299'HIGHWAY 23 TURNS WEST AND STATE HIGHWAY M-13 BEGINS.  CONTINUE SOUTH
 AB2299'ON STATE HIGHWAY M-13 TO THE STATION ON THE RIGHT AS DESCRIBED.
 AB2299'STATION IS IN THE NORTHWEST QUADRANT OF STATE HIGHWAY M-13 AND THE
 AB2299'NORTHBOUND US HIGHWAY 23 OVERPASS.  STATION IS 2.0 FT (0.6 M) NORTH
 AB2299'FROM BACK OF CURB, 10.6 FT (3.2 M) EAST FROM DOWNSPOUT DRAINAGE
 AB2299'STRUCTURE, 86.5 FT (26.4 M) WEST FROM THE CENTER OF STATE HIGHWAY
 AB2299'M-13, 49.1 FT (15.0 M) FROM A UTILITY POLE AND 4.8 FT (1.5 M) FROM A
 AB2299'METAL WITNESS POST WITH SIGN.
 AB2299
 AB2299                          STATION RECOVERY (2001)
 AB2299
 AB2299'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2299'RECOVERED IN GOOD CONDITION.
 AB2299
 AB2299                          STATION RECOVERY (2005)
 AB2299
 AB2299'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2299'THERE IS NO WITNESS POST IN THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2290 ***********************************************************************
 AB2290  DESIGNATION -  06200
 AB2290  PID         -  AB2290
 AB2290  STATE/COUNTY-  MI/ARENAC
 AB2290  USGS QUAD   -  STANDISH (1973)
 AB2290
 AB2290                         *CURRENT SURVEY CONTROL
 AB2290  ___________________________________________________________________
 AB2290* NAD 83(1994)-  43 56 57.81928(N)    083 59 15.99249(W)     ADJUSTED  
 AB2290* NAVD 88     -       190.4    (meters)     625.     (feet)  GPS OBS   
 AB2290  ___________________________________________________________________
 AB2290  X           -     481,753.819 (meters)                     COMP
 AB2290  Y           -  -4,574,193.331 (meters)                     COMP
 AB2290  Z           -   4,404,153.037 (meters)                     COMP
 AB2290  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AB2290  ELLIP HEIGHT-         155.50  (meters)          (07/12/02) GPS OBS
 AB2290  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AB2290
 AB2290  HORZ ORDER  -  FIRST
 AB2290  ELLP ORDER  -  FOURTH    CLASS I
 AB2290
 AB2290.The horizontal coordinates were established by GPS observations
 AB2290.and adjusted by the National Geodetic Survey in February 1997..
 AB2290
 AB2290.The orthometric height was determined by GPS observations and a
 AB2290.high-resolution geoid model.
 AB2290
 AB2290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2290
 AB2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2290
 AB2290.The ellipsoidal height was determined by GPS observations
 AB2290.and is referenced to NAD 83.
 AB2290
 AB2290.The geoid height was determined by GEOID03.
 AB2290
 AB2290;                    North         East     Units Scale Factor Converg.
 AB2290;SPC MI C     -    70,382.690 6,030,416.990   MT  1.00006182   +0 16 03.5
 AB2290;SPC MI C     -   230,914.34 19,784,832.64   iFT  1.00006182   +0 16 03.5
 AB2290;UTM  17      - 4,870,592.591   260,250.095   MT  1.00030702   -2 04 28.4
 AB2290;UTM  16      - 4,870,663.950   741,711.818   MT  1.00031864   +2 05 29.6
 AB2290
 AB2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2290!SPC MI C     -   0.99997562  x   1.00006182  =   1.00003744
 AB2290!UTM  17      -   0.99997562  x   1.00030702  =   1.00028263
 AB2290!UTM  16      -   0.99997562  x   1.00031864  =   1.00029425
 AB2290
 AB2290                          SUPERSEDED SURVEY CONTROL
 AB2290
 AB2290  ELLIP H (02/03/97)  155.52   (m)                       GP(       ) 4 1
 AB2290  NAD 83(1986)-  43 56 57.80946(N)    083 59 16.00484(W) AD(       ) 1
 AB2290
 AB2290.Superseded values are not recommended for survey control.
 AB2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2290.See file dsdata.txt to determine how the superseded data were derived.
 AB2290
 AB2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6025070593(NAD 83)
 AB2290_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2290_STAMPING: 06200 1994
 AB2290_MARK LOGO: MIDT  
 AB2290_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2290+STABILITY: SURFACE MOTION
 AB2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2290+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2290
 AB2290  HISTORY     - Date     Condition        Report By
 AB2290  HISTORY     - 1994     MONUMENTED       MIDT
 AB2290  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AB2290
 AB2290                          STATION DESCRIPTION
 AB2290
 AB2290'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2290'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 AB2290'IT IS IN THE NORTHEAST 1/4 OF SECTION 21, T-18-N, R-4-E, LINCOLN
 AB2290'TOWNSHIP.  ABOUT 2.7 MI (4.3 KM) SOUTHWEST FROM STANDISH, 6.0 MI (9.7
 AB2290'KM) SOUTHEAST OF FROM STERLING, AND 9.3 MI (15.0 KM) SOUTHWEST FROM
 AB2290'OMER.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-61 AND US
 AB2290'HIGHWAY 23 IN STANDISH, GO SOUTH ALONG US HIGHWAY 23 2.2 MILES (3.5
 AB2290'KM) TO AN ON RAMP FOR US HIGHWAY 23 SOUTHBOUND.  CONTINUE SOUTH AND
 AB2290'WEST ON US HIGHWAY 23 FOR 1.9 MILES (3.1 KM) TO A SERVICE CROSSOVER.
 AB2290'TURN ON SERVICE CROSSOVER AND GO BACK NORTHBOUND ALONG US HIGHWAY 23
 AB2290'FOR 0.75 MILES (1.21 KM) TO THE STATION ON THE LEFT IN MEDIAN AS
 AB2290'DESCRIBED.  STATION IS 28.6 FEET (8.7 M) SOUTH FROM THE CENTER OF US
 AB2290'HIGHWAY 23, 64.6 FEET (19.7 M) NORTHEAST FROM A CROSS CULVERT OUTLET,
 AB2290'92.7 FEET (28.3 M) SOUTHEAST FROM A CROSS CULVERT OUTLET, 625.6 FEET
 AB2290'(190.7 M) WEST FROM AN OVERHEAD POWER LINE, AND 3.0 FEET (0.9 M) NORTH
 AB2290'FROM A CARSONITE WITNESS POST.
 AB2290
 AB2290                          STATION RECOVERY (2001)
 AB2290
 AB2290'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2289 ***********************************************************************
 AB2289  DESIGNATION -  06201
 AB2289  PID         -  AB2289
 AB2289  STATE/COUNTY-  MI/ARENAC
 AB2289  USGS QUAD   -  STANDISH (1973)
 AB2289
 AB2289                         *CURRENT SURVEY CONTROL
 AB2289  ___________________________________________________________________
 AB2289* NAD 83(1994)-  43 59 54.77962(N)    083 56 32.49956(W)     ADJUSTED  
 AB2289* NAVD 88     -       190.2    (meters)     624.     (feet)  GPS OBS   
 AB2289  ___________________________________________________________________
 AB2289  X           -     484,979.115 (meters)                     COMP
 AB2289  Y           -  -4,570,038.664 (meters)                     COMP
 AB2289  Z           -   4,408,083.551 (meters)                     COMP
 AB2289  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AB2289  ELLIP HEIGHT-         155.25  (meters)          (07/12/02) GPS OBS
 AB2289  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AB2289
 AB2289  HORZ ORDER  -  FIRST
 AB2289  ELLP ORDER  -  FOURTH    CLASS I
 AB2289
 AB2289.The horizontal coordinates were established by GPS observations
 AB2289.and adjusted by the National Geodetic Survey in February 1997..
 AB2289
 AB2289.The orthometric height was determined by GPS observations and a
 AB2289.high-resolution geoid model.
 AB2289
 AB2289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2289
 AB2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2289
 AB2289.The ellipsoidal height was determined by GPS observations
 AB2289.and is referenced to NAD 83.
 AB2289
 AB2289.The geoid height was determined by GEOID03.
 AB2289
 AB2289;                    North         East     Units Scale Factor Converg.
 AB2289;SPC MI C     -    75,862.735 6,034,034.232   MT  1.00004747   +0 17 59.0
 AB2289;SPC MI C     -   248,893.49 19,796,700.24   iFT  1.00004747   +0 17 59.0
 AB2289;UTM  17      - 4,875,921.434   264,089.308   MT  1.00028455   -2 02 41.4
 AB2289;UTM  16      - 4,876,257.923   745,153.687   MT  1.00033925   +2 07 30.0
 AB2289
 AB2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2289!SPC MI C     -   0.99997566  x   1.00004747  =   1.00002313
 AB2289!UTM  17      -   0.99997566  x   1.00028455  =   1.00026020
 AB2289!UTM  16      -   0.99997566  x   1.00033925  =   1.00031490
 AB2289
 AB2289                          SUPERSEDED SURVEY CONTROL
 AB2289
 AB2289  ELLIP H (02/03/97)  155.26   (m)                       GP(       ) 4 1
 AB2289  NAD 83(1986)-  43 59 54.76944(N)    083 56 32.51077(W) AD(       ) 1
 AB2289
 AB2289.Superseded values are not recommended for survey control.
 AB2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2289.See file dsdata.txt to determine how the superseded data were derived.
 AB2289
 AB2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6408975921(NAD 83)
 AB2289_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2289_STAMPING: 06201 1994
 AB2289_MARK LOGO: MIDT  
 AB2289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2289+STABILITY: SURFACE MOTION
 AB2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2289+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2289
 AB2289  HISTORY     - Date     Condition        Report By
 AB2289  HISTORY     - 1994     MONUMENTED       MIDT
 AB2289  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AB2289  HISTORY     - 20040418 MARK NOT FOUND   JCLS
 AB2289
 AB2289                          STATION DESCRIPTION
 AB2289
 AB2289'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2289'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 AB2289'IT IS IN THE SOUTHWEST 1/4 OF SECTION 36, T-19-N, R-4-E, IN DEEP RIVER
 AB2289'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) SOUTHWEST FROM OMER, 4.8 MI (7.7 KM)
 AB2289'SOUTHEAST FROM STERLING AND 1.5 MI (2.4 KM) NORTHEAST OF STANDISH, AND
 AB2289'IS ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AB2289'JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAY M-65 IN STANDISH, GO NORTH
 AB2289'AND NORTHEAST 1.5 MI (2.4 KM) ALONG US HIGHWAY 23 TO THE STATION ON
 AB2289'THE RIGHT AS DESCRIBED.  STATION IS 28.5 FT (8.7 M) SOUTHEAST FROM THE
 AB2289'CENTER OF PAVEMENT OF US HIGHWAY 23, 27.5 FT (8.4 M) NORTH FROM 0.83
 AB2289'FT (25.30 CM) DIAMETER OAK TREE, 26.0 FT (7.9 M) WEST FROM THE FACE OF
 AB2289'1.33 FT (0.41 M) DIAMETER OAK TREE, 19.5 FT (5.9 M) NORTHWEST FROM
 AB2289'FENCE POST, AND 4.0 FEET (1.2 M) NORTHWEST FROM CARSONITE WITNESS
 AB2289'POST.
 AB2289
 AB2289                          STATION RECOVERY (2001)
 AB2289
 AB2289'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2289'ROAD HAS BEEN WIDENED.  STATION PROBABLY DESTROYED.
 AB2289
 AB2289                          STATION RECOVERY (2004)
 AB2289
 AB2289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AB2289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2276 ***********************************************************************
 AB2276  DESIGNATION -  06202
 AB2276  PID         -  AB2276
 AB2276  STATE/COUNTY-  MI/ARENAC
 AB2276  USGS QUAD   -  OMER SW (1976)
 AB2276
 AB2276                         *CURRENT SURVEY CONTROL
 AB2276  ___________________________________________________________________
 AB2276* NAD 83(1994)-  44 00 29.19381(N)    083 55 36.29469(W)     ADJUSTED  
 AB2276* NAVD 88     -       189.4    (meters)     621.     (feet)  GPS OBS   
 AB2276  ___________________________________________________________________
 AB2276  X           -     486,146.250 (meters)                     COMP
 AB2276  Y           -  -4,569,172.006 (meters)                     COMP
 AB2276  Z           -   4,408,847.044 (meters)                     COMP
 AB2276  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AB2276  ELLIP HEIGHT-         154.46  (meters)          (07/12/02) GPS OBS
 AB2276  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AB2276
 AB2276  HORZ ORDER  -  FIRST
 AB2276  ELLP ORDER  -  FOURTH    CLASS I
 AB2276
 AB2276.The horizontal coordinates were established by GPS observations
 AB2276.and adjusted by the National Geodetic Survey in February 1997..
 AB2276
 AB2276.The orthometric height was determined by GPS observations and a
 AB2276.high-resolution geoid model.
 AB2276
 AB2276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2276
 AB2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2276
 AB2276.The ellipsoidal height was determined by GPS observations
 AB2276.and is referenced to NAD 83.
 AB2276
 AB2276.The geoid height was determined by GEOID03.
 AB2276
 AB2276;                    North         East     Units Scale Factor Converg.
 AB2276;SPC MI C     -    76,931.618 6,035,280.759   MT  1.00004476   +0 18 38.7
 AB2276;SPC MI C     -   252,400.32 19,800,789.89   iFT  1.00004476   +0 18 38.7
 AB2276;UTM  17      - 4,876,938.661   265,378.826   MT  1.00027708   -2 02 03.5
 AB2276;UTM  16      - 4,877,366.298   746,365.893   MT  1.00034658   +2 08 10.5
 AB2276
 AB2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2276!SPC MI C     -   0.99997578  x   1.00004476  =   1.00002054
 AB2276!UTM  17      -   0.99997578  x   1.00027708  =   1.00025285
 AB2276!UTM  16      -   0.99997578  x   1.00034658  =   1.00032235
 AB2276
 AB2276                          SUPERSEDED SURVEY CONTROL
 AB2276
 AB2276  ELLIP H (02/03/97)  154.48   (m)                       GP(       ) 4 1
 AB2276  NAD 83(1986)-  44 00 29.18364(N)    083 55 36.30637(W) AD(       ) 1
 AB2276
 AB2276.Superseded values are not recommended for survey control.
 AB2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2276.See file dsdata.txt to determine how the superseded data were derived.
 AB2276
 AB2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6537976939(NAD 83)
 AB2276_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2276_STAMPING: 06202 1994
 AB2276_MARK LOGO: MIDT  
 AB2276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2276+STABILITY: SURFACE MOTION
 AB2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2276+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2276
 AB2276  HISTORY     - Date     Condition        Report By
 AB2276  HISTORY     - 1994     MONUMENTED       MIDT
 AB2276  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AB2276
 AB2276                          STATION DESCRIPTION
 AB2276
 AB2276'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2276'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER SOUTHWEST QUADRANGLE
 AB2276'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 31, T-19-N, R-5-E, IN
 AB2276'ARENAC TOWNSHIP.  ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF STERLING, 4.5 MI
 AB2276'(7.2 KM) SOUTHWEST OF OMER, 2.6 MI (4.2 KM) NORTHEAST OF STANDISH, AND
 AB2276'IS ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 AB2276'JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAY M-61 IN STANDISH, GO NORTH
 AB2276'AND NORTHEAST 2.5 MI (4.0 KM) ALONG US HIGHWAY TO A T-INTERSECTION
 AB2276'(FOCO ROAD) , AND THE STATION ON THE LEFT AS DESCRIBED.  STATION IS
 AB2276'93.4 FT (28.5 M) NORTHEAST FROM EASTERLY UTILITY POLE GUY WIRE AT
 AB2276'GROUND LEVEL, 41.2 FT (12.6 M) EAST FROM WESTERLY TOP CENTER OF
 AB2276'CULVERT HEADWALL OF FARM DRIVE ENTRANCE, 26.0 FT (7.9 M) EAST FROM
 AB2276'EASTERLY TOP CENTER OF CULVERT HEADWALL, 24.5 FT (7.5 M) NORTHWEST
 AB2276'FROM CENTER OF PAVEMENT OF US HIGHWAY 23, AND 7.O FT SOUTHEAST FROM
 AB2276'CARSONITE WITNESS POST.
 AB2276
 AB2276                          STATION RECOVERY (2001)
 AB2276
 AB2276'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2276'ROAD HAS BEEN WIDENED. STATION PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2277 ***********************************************************************
 AB2277  DESIGNATION -  06203
 AB2277  PID         -  AB2277
 AB2277  STATE/COUNTY-  MI/ARENAC
 AB2277  USGS QUAD   -  OMER SW (1976)
 AB2277
 AB2277                         *CURRENT SURVEY CONTROL
 AB2277  ___________________________________________________________________
 AB2277* NAD 83(1994)-  44 04 40.43574(N)    083 52 30.06829(W)     ADJUSTED  
 AB2277* NAVD 88     -       202.4    (meters)     664.     (feet)  GPS OBS   
 AB2277  ___________________________________________________________________
 AB2277  X           -     489,697.109 (meters)                     COMP
 AB2277  Y           -  -4,563,380.152 (meters)                     COMP
 AB2277  Z           -   4,414,430.235 (meters)                     COMP
 AB2277  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AB2277  ELLIP HEIGHT-         167.35  (meters)          (07/12/02) GPS OBS
 AB2277  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 AB2277
 AB2277  HORZ ORDER  -  FIRST
 AB2277  ELLP ORDER  -  FOURTH    CLASS I
 AB2277
 AB2277.The horizontal coordinates were established by GPS observations
 AB2277.and adjusted by the National Geodetic Survey in February 1997..
 AB2277
 AB2277.The orthometric height was determined by GPS observations and a
 AB2277.high-resolution geoid model.
 AB2277
 AB2277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2277
 AB2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2277
 AB2277.The ellipsoidal height was determined by GPS observations
 AB2277.and is referenced to NAD 83.
 AB2277
 AB2277.The geoid height was determined by GEOID03.
 AB2277
 AB2277;                    North         East     Units Scale Factor Converg.
 AB2277;SPC MI C     -    84,710.091 6,039,382.336   MT  1.00002583   +0 20 50.3
 AB2277;SPC MI C     -   277,920.25 19,814,246.51   iFT  1.00002583   +0 20 50.3
 AB2277;UTM  17      - 4,884,544.416   269,796.463   MT  1.00025181   -2 00 03.0
 AB2277
 AB2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2277!SPC MI C     -   0.99997376  x   1.00002583  =   0.99999959
 AB2277!UTM  17      -   0.99997376  x   1.00025181  =   1.00022556
 AB2277
 AB2277                          SUPERSEDED SURVEY CONTROL
 AB2277
 AB2277  ELLIP H (02/03/97)  167.37   (m)                       GP(       ) 4 1
 AB2277  NAD 83(1986)-  44 04 40.42561(N)    083 52 30.07967(W) AD(       ) 1
 AB2277
 AB2277.Superseded values are not recommended for survey control.
 AB2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2277.See file dsdata.txt to determine how the superseded data were derived.
 AB2277
 AB2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6979684544(NAD 83)
 AB2277_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2277_STAMPING: 06203 1994
 AB2277_MARK LOGO: MIDT  
 AB2277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2277+STABILITY: SURFACE MOTION
 AB2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2277+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 AB2277
 AB2277  HISTORY     - Date     Condition        Report By
 AB2277  HISTORY     - 1994     MONUMENTED       MIDT
 AB2277  HISTORY     - 20010811 GOOD             USPSQD
 AB2277
 AB2277                          STATION DESCRIPTION
 AB2277
 AB2277'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2277'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER SOUTHWEST QUADRANGLE
 AB2277'MAP.  STATION IS IN THE NORTHEAST 1/4 OF SECTION 4, T-19-N, R-5-E, IN
 AB2277'ARENAC TOWNSHIP.  ABOUT 8.0 MI (12.9 KM) NORTHEAST OF STERLING, 4.0 MI
 AB2277'(6.4 KM) SOUTHWEST OF TWINING, 2.4 MI (3.9 KM) NORTH OF OMER, AND ON
 AB2277'COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE
 AB2277'IN OMER, GO NORTH 1.4 MI (2.3 KM) ALONG MAIN STREET TO T-ROAD LEFT,
 AB2277'TYLER PLAINS ROAD.  TURN LEFT AND GO NORTHWEST 1.2 MI (1.9 KM) ALONG
 AB2277'TYLER PLAINS ROAD TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS
 AB2277'97.5 FT (29.7 M) SOUTHWEST FROM TWIN WHITE POPLAR TREE, 88.0 FT (26.8
 AB2277'M) NORTH FROM 1.25 FT (0.38 M) DIAMETER OAK TREE, 62.0 FT (18.9 M)
 AB2277'SOUTHEAST FROM 1.5 FT (0.5 M) DIAMETER OAK TREE, 30.0 FT (9.1 M)
 AB2277'NORTHEAST FROM CENTER OF TYLER PLAINS ROAD, 3.0 FT (0.9 M) SOUTH FROM
 AB2277'A UTILITY POLE AND 4.8 FT (1.5 M) FROM A METAL WITNESS POST WITH SIGN.
 AB2277
 AB2277                          STATION RECOVERY (2001)
 AB2277
 AB2277'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 AB2277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2287 ***********************************************************************
 AB2287  DESIGNATION -  06204
 AB2287  PID         -  AB2287
 AB2287  STATE/COUNTY-  MI/ARENAC
 AB2287  USGS QUAD   -  OMER (1968)
 AB2287
 AB2287                         *CURRENT SURVEY CONTROL
 AB2287  ___________________________________________________________________
 AB2287* NAD 83(1994)-  44 04 12.18184(N)    083 51 34.14660(W)     ADJUSTED  
 AB2287* NAVD 88     -       198.7    (meters)     652.     (feet)  GPS OBS   
 AB2287  ___________________________________________________________________
 AB2287  X           -     490,998.898 (meters)                     COMP
 AB2287  Y           -  -4,563,847.694 (meters)                     COMP
 AB2287  Z           -   4,413,801.117 (meters)                     COMP
 AB2287  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AB2287  ELLIP HEIGHT-         163.64  (meters)          (07/12/02) GPS OBS
 AB2287  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 AB2287
 AB2287  HORZ ORDER  -  FIRST
 AB2287  ELLP ORDER  -  FOURTH    CLASS I
 AB2287
 AB2287.The horizontal coordinates were established by GPS observations
 AB2287.and adjusted by the National Geodetic Survey in February 1997..
 AB2287
 AB2287.The orthometric height was determined by GPS observations and a
 AB2287.high-resolution geoid model.
 AB2287
 AB2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2287
 AB2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2287
 AB2287.The ellipsoidal height was determined by GPS observations
 AB2287.and is referenced to NAD 83.
 AB2287
 AB2287.The geoid height was determined by GEOID03.
 AB2287
 AB2287;                    North         East     Units Scale Factor Converg.
 AB2287;SPC MI C     -    83,845.692 6,040,632.074   MT  1.00002789   +0 21 29.8
 AB2287;SPC MI C     -   275,084.29 19,818,346.70   iFT  1.00002789   +0 21 29.8
 AB2287;UTM  17      - 4,883,629.338   271,010.006   MT  1.00024496   -1 59 23.1
 AB2287
 AB2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2287!SPC MI C     -   0.99997434  x   1.00002789  =   1.00000223
 AB2287!UTM  17      -   0.99997434  x   1.00024496  =   1.00021929
 AB2287
 AB2287                          SUPERSEDED SURVEY CONTROL
 AB2287
 AB2287  ELLIP H (02/03/97)  163.65   (m)                       GP(       ) 4 1
 AB2287  NAD 83(1986)-  44 04 12.17166(N)    083 51 34.15757(W) AD(       ) 1
 AB2287
 AB2287.Superseded values are not recommended for survey control.
 AB2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2287.See file dsdata.txt to determine how the superseded data were derived.
 AB2287
 AB2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7101083629(NAD 83)
 AB2287_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2287_STAMPING: 06204 1994
 AB2287_MARK LOGO: MIDT  
 AB2287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2287+STABILITY: SURFACE MOTION
 AB2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2287+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2287
 AB2287  HISTORY     - Date     Condition        Report By
 AB2287  HISTORY     - 1994     MONUMENTED       MIDT
 AB2287  HISTORY     - 20010811 GOOD             USPSQD
 AB2287
 AB2287                          STATION DESCRIPTION
 AB2287
 AB2287'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2287'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER QUADRANGLE MAP.  IT
 AB2287'IS IN THE SOUTHWEST 1/4 OF SECTION 3, T-19-N, R-5-E, IN ARENAC
 AB2287'TOWNSHIP.  ABOUT 8.5 MI (13.7 KM) NORTHEAST OF STERLING, 4.0 MI (6.4
 AB2287'KM) SOUTHWEST OF TWINING, 1.6 MI (2.6 KM) NORTH OF OMER, AND ON COUNTY
 AB2287'ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE POST OFFICE IN OMER,
 AB2287'GO NORTH 1.4 MI (2.3 KM) ALONG MAIN STREET TO A GRAVEL ROAD, TYLER
 AB2287'PLAINS ROAD.  TURN LEFT AND GO NORTHWEST 0.2 MI (0.3 KM) ALONG TYLER
 AB2287'PLAINS ROAD TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS 98.5
 AB2287'FT (30.0 M) NORTH FROM 1.17 FT (0.36 M) DIAMETER OAK, 49.5 FT (15.1 M)
 AB2287'NORTHEAST FROM 1.17 FT (0.36 M) DIAMETER OAK, 29.0 FT (8.8 M)
 AB2287'NORTHWEST FROM CENTER OF TWO WHEEL TRACK NORTHERLY, 23.0 FT (7.0 M)
 AB2287'NORTHEAST FROM CENTER OF TYLER PLAINS ROAD, AND 3.0 FEET (0.9 M)
 AB2287'SOUTHWEST FROM CARSONITE WITNESS POST.
 AB2287
 AB2287                          STATION RECOVERY (2001)
 AB2287
 AB2287'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 AB2287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2288 ***********************************************************************
 AB2288  DESIGNATION -  06205
 AB2288  PID         -  AB2288
 AB2288  STATE/COUNTY-  MI/ARENAC
 AB2288  USGS QUAD   -  OMER (1968)
 AB2288
 AB2288                         *CURRENT SURVEY CONTROL
 AB2288  ___________________________________________________________________
 AB2288* NAD 83(1994)-  44 04 52.28882(N)    083 48 24.45315(W)     ADJUSTED  
 AB2288* NAVD 88     -       188.4    (meters)     618.     (feet)  GPS OBS   
 AB2288  ___________________________________________________________________
 AB2288  X           -     495,102.180 (meters)                     COMP
 AB2288  Y           -  -4,562,530.761 (meters)                     COMP
 AB2288  Z           -   4,414,683.302 (meters)                     COMP
 AB2288  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AB2288  ELLIP HEIGHT-         153.33  (meters)          (07/12/02) GPS OBS
 AB2288  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 AB2288
 AB2288  HORZ ORDER  -  FIRST
 AB2288  ELLP ORDER  -  FOURTH    CLASS I
 AB2288
 AB2288.The horizontal coordinates were established by GPS observations
 AB2288.and adjusted by the National Geodetic Survey in February 1997..
 AB2288
 AB2288.The orthometric height was determined by GPS observations and a
 AB2288.high-resolution geoid model.
 AB2288
 AB2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2288
 AB2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2288
 AB2288.The ellipsoidal height was determined by GPS observations
 AB2288.and is referenced to NAD 83.
 AB2288
 AB2288.The geoid height was determined by GEOID03.
 AB2288
 AB2288;                    North         East     Units Scale Factor Converg.
 AB2288;SPC MI C     -    85,111.362 6,044,844.854   MT  1.00002498   +0 23 43.8
 AB2288;SPC MI C     -   279,236.75 19,832,168.16   iFT  1.00002498   +0 23 43.8
 AB2288;UTM  17      - 4,884,721.542   275,271.992   MT  1.00022117   -1 57 12.4
 AB2288
 AB2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2288!SPC MI C     -   0.99997596  x   1.00002498  =   1.00000094
 AB2288!UTM  17      -   0.99997596  x   1.00022117  =   1.00019712
 AB2288
 AB2288                          SUPERSEDED SURVEY CONTROL
 AB2288
 AB2288  ELLIP H (02/03/97)  153.34   (m)                       GP(       ) 4 1
 AB2288  NAD 83(1986)-  44 04 52.27861(N)    083 48 24.46414(W) AD(       ) 1
 AB2288
 AB2288.Superseded values are not recommended for survey control.
 AB2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2288.See file dsdata.txt to determine how the superseded data were derived.
 AB2288
 AB2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7527284722(NAD 83)
 AB2288_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2288_STAMPING: 06205 1994
 AB2288_MARK LOGO: MIDT  
 AB2288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2288+STABILITY: SURFACE MOTION
 AB2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2288+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2288
 AB2288  HISTORY     - Date     Condition        Report By
 AB2288  HISTORY     - 1994     MONUMENTED       MIDT
 AB2288  HISTORY     - 20010811 GOOD             USPSQD
 AB2288  HISTORY     - 20051211 GOOD             USPSQD
 AB2288
 AB2288                          STATION DESCRIPTION
 AB2288
 AB2288'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2288'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER QUADRANGLE MAP.  IT
 AB2288'IS IN THE NORTHEAST 1/4 OF SECTION 1, T-19-N, R-5-E, IN ARENAC
 AB2288'TOWNSHIP.  ABOUT 6.0 MI (9.7 KM) NORTHWEST OF AU GRES, 3.6 MI (5.8 KM)
 AB2288'NORTHEAST OF OMER, 1.2 MI (1.9 KM) SOUTH OF TWINING, AND ON STATE
 AB2288'HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION ON US
 AB2288'HIGHWAY 23 AND STATE HIGHWAY M-65, WHICH IS ABOUT 2.6 MI (4.2 KM) EAST
 AB2288'OF THE CENTER OF OMER, GO NORTH 2.3 MI (3.7 KM) ALONG STATE HIGHWAY
 AB2288'M-65, TO THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 62.0 FT
 AB2288'(18.9 M) SOUTHEAST FROM TRIPLE POPLAR TREE, 33.2 FT (10.1 M) EAST FROM
 AB2288'0.25 FT (7.62 CM) DIAMETER WHITE PINE TREE, 24.0 FT (7.3 M) WEST FROM
 AB2288'CENTER OF PAVEMENT OF STATE HIGHWAY M-65, 23.7 FT (7.2 M) SOUTH FROM
 AB2288'CENTER OF FARM DRIVE EXTENDED, AND 6.0 FEET (1.8 M) EAST FROM FROM
 AB2288'CARSONITE WITNESS POST.
 AB2288
 AB2288                          STATION RECOVERY (2001)
 AB2288
 AB2288'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 AB2288'RECOVERED IN GOOD CONDITION.
 AB2288
 AB2288                          STATION RECOVERY (2005)
 AB2288
 AB2288'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2278 ***********************************************************************
 AB2278  DESIGNATION -  06206
 AB2278  PID         -  AB2278
 AB2278  STATE/COUNTY-  MI/ARENAC
 AB2278  USGS QUAD   -  OMER (1968)
 AB2278
 AB2278                         *CURRENT SURVEY CONTROL
 AB2278  ___________________________________________________________________
 AB2278* NAD 83(1994)-  44 06 03.25050(N)    083 48 24.60945(W)     ADJUSTED  
 AB2278* NAVD 88     -       193.9    (meters)     636.     (feet)  GPS OBS   
 AB2278  ___________________________________________________________________
 AB2278  X           -     494,934.734 (meters)                     COMP
 AB2278  Y           -  -4,561,019.920 (meters)                     COMP
 AB2278  Z           -   4,416,260.234 (meters)                     COMP
 AB2278  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AB2278  ELLIP HEIGHT-         158.78  (meters)          (07/12/02) GPS OBS
 AB2278  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 AB2278
 AB2278  HORZ ORDER  -  FIRST
 AB2278  ELLP ORDER  -  FOURTH    CLASS I
 AB2278
 AB2278.The horizontal coordinates were established by GPS observations
 AB2278.and adjusted by the National Geodetic Survey in February 1997..
 AB2278
 AB2278.The orthometric height was determined by GPS observations and a
 AB2278.high-resolution geoid model.
 AB2278
 AB2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2278
 AB2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2278
 AB2278.The ellipsoidal height was determined by GPS observations
 AB2278.and is referenced to NAD 83.
 AB2278
 AB2278.The geoid height was determined by GEOID03.
 AB2278
 AB2278;                    North         East     Units Scale Factor Converg.
 AB2278;SPC MI C     -    87,301.567 6,044,826.259   MT  1.00001991   +0 23 43.7
 AB2278;SPC MI C     -   286,422.46 19,832,107.15   iFT  1.00001991   +0 23 43.7
 AB2278;UTM  17      - 4,886,911.104   275,343.205   MT  1.00022077   -1 57 15.0
 AB2278
 AB2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2278!SPC MI C     -   0.99997510  x   1.00001991  =   0.99999501
 AB2278!UTM  17      -   0.99997510  x   1.00022077  =   1.00019587
 AB2278
 AB2278                          SUPERSEDED SURVEY CONTROL
 AB2278
 AB2278  ELLIP H (02/03/97)  158.79   (m)                       GP(       ) 4 1
 AB2278  NAD 83(1986)-  44 06 03.24029(N)    083 48 24.62032(W) AD(       ) 1
 AB2278
 AB2278.Superseded values are not recommended for survey control.
 AB2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2278.See file dsdata.txt to determine how the superseded data were derived.
 AB2278
 AB2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7534386911(NAD 83)
 AB2278_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2278_STAMPING: 06206 1994
 AB2278_MARK LOGO: MIDT  
 AB2278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2278+STABILITY: SURFACE MOTION
 AB2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2278+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 AB2278
 AB2278  HISTORY     - Date     Condition        Report By
 AB2278  HISTORY     - 1994     MONUMENTED       MIDT
 AB2278  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 AB2278  HISTORY     - 20011011 GOOD             USPSQD
 AB2278  HISTORY     - 20051211 GOOD             USPSQD
 AB2278
 AB2278                          STATION DESCRIPTION
 AB2278
 AB2278'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2278'STATION IS LOCATED IN QUAD 440833 AND ON THE OMER QUADRANGLE MAP.  IT
 AB2278'IS IN THE SOUTHWEST 1/4 OF SECTION 30, T-20-N, R-6-E, IN TURNER
 AB2278'TOWNSHIP.  ABOUT 6.5 MI (10.5 KM) NORTHWEST OF AU GRES, 4.7 MI (7.6
 AB2278'KM) NORTHEAST OF OMER AND 0.7 MI (1.1 KM) SOUTH TO TWINING, AND IS ON
 AB2278'STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION OF
 AB2278'US HIGHWAY 23 AND STATE HIGHWAY M-65, WHICH IS ABOUT 2.6 MI (4.2 KM)
 AB2278'EAST OF THE CENTER OF OMER, GO NORTH 3.7 MI (6.0 KM) ALONG STATE
 AB2278'HIGHWAY M-65 TO STATION ON THE RIGHT AS DESCRIBED. STATION IS 155.0 FT
 AB2278'(47.2 M) SOUTHWEST FROM UTILITY POLE, 77.0 FT (23.5 M) EAST FROM TOP
 AB2278'CENTER OF 1.5 FT (0.5 M) DIAMETER FEILD DRIVE CULVERT, 28.7 FT (8.7 M)
 AB2278'EAST FROM THE CENTER OF PAVEMENT OF STATE HIGHWAY M-65, 28.0 FT (8.5
 AB2278'M) WEST FROM THE CENTER OF DRAINAGE DITCH, AND 3.0 FEET (0.9 M) WEST
 AB2278'FROM CARSONITE WITNESS POST.
 AB2278
 AB2278                          STATION RECOVERY (2001)
 AB2278
 AB2278'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 AB2278'MARK NOT FOUND.
 AB2278
 AB2278                          STATION RECOVERY (2001)
 AB2278
 AB2278'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AB2278'STATION IS LOCATED 21.9 FEET WEST OF A CARSONITE WITNESS POST.
 AB2278
 AB2278                          STATION RECOVERY (2005)
 AB2278
 AB2278'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AB2278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5424 ***********************************************************************
 AA5424  DESIGNATION -  06323
 AA5424  PID         -  AA5424
 AA5424  STATE/COUNTY-  MI/OAKLAND
 AA5424  USGS QUAD   -  WEST HIGHLAND (1983)
 AA5424
 AA5424                         *CURRENT SURVEY CONTROL
 AA5424  ___________________________________________________________________
 AA5424* NAD 83(1994)-  42 41 41.19229(N)    083 39 54.79521(W)     ADJUSTED  
 AA5424* NAVD 88     -       328.1    (meters)    1076.     (feet)  GPS OBS   
 AA5424  ___________________________________________________________________
 AA5424  X           -     518,060.390 (meters)                     COMP
 AA5424  Y           -  -4,666,560.031 (meters)                     COMP
 AA5424  Z           -   4,302,841.756 (meters)                     COMP
 AA5424  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 AA5424  ELLIP HEIGHT-         294.51  (meters)          (07/12/02) GPS OBS
 AA5424  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 AA5424
 AA5424  HORZ ORDER  -  FIRST
 AA5424  ELLP ORDER  -  FOURTH    CLASS I
 AA5424
 AA5424.The horizontal coordinates were established by GPS observations
 AA5424.and adjusted by the National Geodetic Survey in February 1997..
 AA5424
 AA5424.The orthometric height was determined by GPS observations and a
 AA5424.high-resolution geoid model.
 AA5424
 AA5424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5424
 AA5424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5424
 AA5424.The ellipsoidal height was determined by GPS observations
 AA5424.and is referenced to NAD 83.
 AA5424
 AA5424.The geoid height was determined by GEOID03.
 AA5424
 AA5424;                    North         East     Units Scale Factor Converg.
 AA5424;SPC MI S     -   132,951.784 4,057,473.161   MT  0.99991236   +0 28 38.5
 AA5424;SPC MI S     -   436,193.52 13,311,919.82   iFT  0.99991236   +0 28 38.5
 AA5424;UTM  17      - 4,730,365.508   281,683.597   MT  1.00018642   -1 48 28.7
 AA5424
 AA5424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5424!SPC MI S     -   0.99995381  x   0.99991236  =   0.99986618
 AA5424!UTM  17      -   0.99995381  x   1.00018642  =   1.00014023
 AA5424
 AA5424                          SUPERSEDED SURVEY CONTROL
 AA5424
 AA5424  ELLIP H (02/03/97)  294.55   (m)                       GP(       ) 4 1
 AA5424  NAD 83(1986)-  42 41 41.19466(N)    083 39 54.82399(W) AD(       ) 1
 AA5424
 AA5424.Superseded values are not recommended for survey control.
 AA5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5424.See file dsdata.txt to determine how the superseded data were derived.
 AA5424
 AA5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8168430366(NAD 83)
 AA5424_MARKER: A = ALUMINUM MARKER
 AA5424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5424_STAMPING: 06323
 AA5424_MARK LOGO: WADTRI
 AA5424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5424+STABILITY: SURFACE MOTION
 AA5424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5424+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 AA5424
 AA5424  HISTORY     - Date     Condition        Report By
 AA5424  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5424  HISTORY     - 20020504 GOOD             USPSQD
 AA5424  HISTORY     - 20060104 GOOD             INDIV
 AA5424
 AA5424                          STATION DESCRIPTION
 AA5424
 AA5424'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5424'M-59 TO HICKORY RIDGE ROAD, THENCE NORTH ALONG HICKORY RIDGE ROAD 4.1
 AA5424'MILES (6.6 KM) TO THE MONUMENT AT THE EAST SIDE OF HICKORY RIDGE ROAD.
 AA5424'THE MONUMENT IS 210 FEET (64.0 M) NORTH OF THE CENTERLINE OF SHAG BARK
 AA5424'LANE, 46 FEET (14.0 M) EAST OF THE CENTERLINE OF HICKORY RIDGE ROAD,
 AA5424'34.5 FEET (10.5 M) SOUTH SOUTHWEST OF A POWERPOLE, 32 FEET (9.8 M)
 AA5424'NORTH NORTHWEST OF A TELEPHONE POLE, AND 6 FEET (1.8 M) HIGHER THAN
 AA5424'HICKORY RIDGE ROAD.
 AA5424
 AA5424                          STATION RECOVERY (2002)
 AA5424
 AA5424'RECOVERY NOTE BY US POWER SQUADRON 2002 (GHL)
 AA5424'RECOVERED IN GOOD CONDITION.
 AA5424
 AA5424                          STATION RECOVERY (2006)
 AA5424
 AA5424'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1798 ***********************************************************************
 NF1798  DESIGNATION -  08101
 NF1798  PID         -  NF1798
 NF1798  STATE/COUNTY-  MI/BARRY
 NF1798  USGS QUAD   -  SAUBEE LAKE (1981)
 NF1798
 NF1798                         *CURRENT SURVEY CONTROL
 NF1798  ___________________________________________________________________
 NF1798* NAD 83(1994)-  42 43 38.27724(N)    085 05 35.99337(W)     ADJUSTED  
 NF1798* NAVD 88     -       254.5    (meters)     835.     (feet)  GPS OBS   
 NF1798  ___________________________________________________________________
 NF1798  X           -     401,382.159 (meters)                     COMP
 NF1798  Y           -  -4,675,526.079 (meters)                     COMP
 NF1798  Z           -   4,305,446.490 (meters)                     COMP
 NF1798  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NF1798  ELLIP HEIGHT-         220.63  (meters)          (07/12/02) GPS OBS
 NF1798  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1798
 NF1798  HORZ ORDER  -  FIRST
 NF1798  ELLP ORDER  -  FOURTH    CLASS I
 NF1798
 NF1798.The horizontal coordinates were established by GPS observations
 NF1798.and adjusted by the National Geodetic Survey in December 1995..
 NF1798
 NF1798.The orthometric height was determined by GPS observations and a
 NF1798.high-resolution geoid model.
 NF1798
 NF1798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1798
 NF1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1798
 NF1798.The ellipsoidal height was determined by GPS observations
 NF1798.and is referenced to NAD 83.
 NF1798
 NF1798.The geoid height was determined by GEOID03.
 NF1798
 NF1798;                    North         East     Units Scale Factor Converg.
 NF1798;SPC MI S     -   136,581.806 3,940,491.740   MT  0.99991065   -0 29 40.3
 NF1798;SPC MI S     -   448,103.04 12,928,122.51   iFT  0.99991065   -0 29 40.3
 NF1798;UTM  16      - 4,732,295.180   656,097.250   MT  0.99989978   +1 17 38.2
 NF1798
 NF1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1798!SPC MI S     -   0.99996540  x   0.99991065  =   0.99987605
 NF1798!UTM  16      -   0.99996540  x   0.99989978  =   0.99986518
 NF1798
 NF1798                          SUPERSEDED SURVEY CONTROL
 NF1798
 NF1798  ELLIP H (12/21/95)  220.65   (m)                       GP(       ) 4 1
 NF1798  NAD 83(1986)-  42 43 38.27626(N)    085 05 36.00831(W) AD(       ) 2
 NF1798
 NF1798.Superseded values are not recommended for survey control.
 NF1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1798.See file dsdata.txt to determine how the superseded data were derived.
 NF1798
 NF1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5609732295(NAD 83)
 NF1798_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1798_SP_SET: IRREGULAR CONCRETE MASS
 NF1798_STAMPING: 08101 1980
 NF1798_MARK LOGO: MIDT  
 NF1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1798+STABILITY: SURFACE MOTION
 NF1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1798+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1995
 NF1798
 NF1798  HISTORY     - Date     Condition        Report By
 NF1798  HISTORY     - 1980     MONUMENTED       MIDT
 NF1798  HISTORY     - 19911023 GOOD
 NF1798  HISTORY     - 19941104 GOOD             MIDT
 NF1798  HISTORY     - 19951118 GOOD             MI-015
 NF1798  HISTORY     - 19970311 GOOD             USPSQD
 NF1798
 NF1798                          STATION DESCRIPTION
 NF1798
 NF1798'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NF1798'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1798'SECTION 13, T-4-N, R-7-W, WOODLAND TOWNSHIP, AND ON THE SAUBEE LAKE
 NF1798'QUADRANGLE MAP.  IT IS ABOUT 17-1/2 MILES NORTHWEST FROM CHARLOTTE,
 NF1798'14 MILES (22.5 KM) SOUTHWEST FROM PORTLAND, 4-1/2 MILES SOUTHEAST
 NF1798'FROM LAKE ODESSA AND 2 MILES (3.2 KM) EAST FROM WOODLAND, AND ON THE
 NF1798'STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1798'$
 NF1798'STATION IS IN THE NORTHEAST QUADRANT OF THE STATE HIGHWAY M-66 AND
 NF1798'STATE HIGHWAY M-43 INTERSECTION, 2.0 MI (3.2 KM) EAST OF WOODLAND.
 NF1798'$
 NF1798'STATION IS 78.5 FT (23.9 M) NORTH FROM THE CARLTON CENTER ROAD
 NF1798'CENTERLINE, 67.0 FT (20.4 M) EAST FROM THE M-66 CENTERLINE AND 4.2 FT
 NF1798'(1.3 M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN.
 NF1798
 NF1798                          STATION RECOVERY (1991)
 NF1798
 NF1798'RECOVERED 1991
 NF1798'RECOVERED IN GOOD CONDITION.
 NF1798
 NF1798                          STATION RECOVERY (1994)
 NF1798
 NF1798'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NF1798'STATION IS LOCATED IN QUAD 420851 ON THE SAUBEE LAKE QAUDRANGLE MAP.
 NF1798'IT IS IN THE SOUTHWEST 1/4 SECTION 13, T-4-N, R-7-W, WOODLAND
 NF1798'TOWNSHIP.  ABOUT 17.5 MI (28.2 KM) NORTHWEST OF CHARLOTTE, 14.0 MI
 NF1798'(22.5 KM) SOUTHWEST OF PORTLAND, 4.5 MI (7.2 KM) SOUTHEAST OF LAKE
 NF1798'ODESSA, 2.0 MI (3.2 KM) EAST OF WOODLAND, AND ON STATE HIGHWAY M-66
 NF1798'RIGHT-OF-WAY.  STATION IS IN THE NORTHEAST QUADRANT OF THE WEST
 NF1798'INTERSECTION OF STATE HIGHWAYS M-66 AND M-43, WHICH IS 2.0 MI (3.2 KM)
 NF1798'EAST OF WOODLAND.  IT IS 78.5 FT (23.9 M) NORTH FROM THE CENTER OF
 NF1798'CARLTON CENTER ROAD, 67.0 FT (20.4 M) EAST FROM THE CENTER OF HIGHWAY
 NF1798'M-66, AND 3.0 FT (0.9 M) WEST FROM A CARSONITE WITNESS POST.
 NF1798'DERSCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY, MI-NGS GEODETIC
 NF1798'ADVISOR.
 NF1798
 NF1798                          STATION RECOVERY (1995)
 NF1798
 NF1798'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1798'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1798'SECITON 13, T-4-N, R-7-W, WOODLAND TOWNSHIP, AND ON THE ASUBEE LAKE
 NF1798'QUADRANGLE MAP.  IT IS ABOUT 17.5 MI (28.2 KM) NORTHWEST FROM
 NF1798'CHARLOTTE, 14 MI (22.5 KM) SOUTHWEST FROM PORTLAND, 4.5 MI (7.2 KM)
 NF1798'SOUTHEAST FROM LAKE ODESSA, AND 2 MI (3.2 KM) EAST FROM WOODLAND, AND
 NF1798'ON THE STATE HIGHWAY M-66 RIGHT-OF-WAY. STATION IS IN THE NORTHEAST
 NF1798'QUADRANT OF THE STATE HIGHWAY M-66 AND STATE HIGHWAY M-43
 NF1798'INTERSECTION, 2.0 MI (3.2 KM) EAST OF WOODLAND. STATION IS 78.5 FT
 NF1798'(23.9 M) NORTH FROM THE CARLTON CENTER ROAD CENTERLINE, 67.0 FT (20.4
 NF1798'M) EAST FROM THE M-66 CENTERLINE, AND 4.2 FT (1.3 M) SOUTHWEST FROM A
 NF1798'METAL WITNESS POST WITH SIGN. RECOVERY 1995 (BARRY COUNTY
 NF1798'REMONUMENTATION) METAL WITNESS POST IS GONE, 58 FT (17.7 M)
 NF1798'NORTH-NORTHEAST FROM STOP SIGN POST, 1.5 FT (0.5 M) WEST FROM A
 NF1798'CARSONITE WITNESS POST, OTHERWISE FOUND AS DESCRIBED.
 NF1798
 NF1798                          STATION RECOVERY (1997)
 NF1798
 NF1798'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8071 ***********************************************************************
 AA8071  CBN         -  This is a Cooperative Base Network Control Station.
 AA8071  DESIGNATION -  08104
 AA8071  PID         -  AA8071
 AA8071  STATE/COUNTY-  MI/BARRY
 AA8071  USGS QUAD   -  BEDFORD (1985)
 AA8071
 AA8071                         *CURRENT SURVEY CONTROL
 AA8071  ___________________________________________________________________
 AA8071* NAD 83(1994)-  42 28 20.05477(N)    085 07 54.76580(W)     ADJUSTED  
 AA8071* NAVD 88     -       275.1    (meters)     903.     (feet)  GPS OBS   
 AA8071  ___________________________________________________________________
 AA8071  X           -     399,865.297 (meters)                     COMP
 AA8071  Y           -  -4,694,919.993 (meters)                     COMP
 AA8071  Z           -   4,284,603.506 (meters)                     COMP
 AA8071  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AA8071  ELLIP HEIGHT-         241.40  (meters)          (07/12/02) GPS OBS
 AA8071  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AA8071
 AA8071  HORZ ORDER  -  B
 AA8071  ELLP ORDER  -  FOURTH    CLASS II
 AA8071
 AA8071.The horizontal coordinates were established by GPS observations
 AA8071.and adjusted by the National Geodetic Survey in September 1995..
 AA8071
 AA8071.The orthometric height was determined by GPS observations and a
 AA8071.high-resolution geoid model.
 AA8071
 AA8071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8071
 AA8071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8071
 AA8071.The ellipsoidal height was determined by GPS observations
 AA8071.and is referenced to NAD 83.
 AA8071
 AA8071.The geoid height was determined by GEOID03.
 AA8071
 AA8071;                    North         East     Units Scale Factor Converg.
 AA8071;SPC MI S     -   108,279.686 3,937,077.555   MT  0.99993268   -0 31 14.7
 AA8071;SPC MI S     -   355,248.31 12,916,921.11   iFT  0.99993268   -0 31 14.7
 AA8071;UTM  16      - 4,703,901.138   653,566.579   MT  0.99989016   +1 15 42.0
 AA8071
 AA8071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8071!SPC MI S     -   0.99996214  x   0.99993268  =   0.99989482
 AA8071!UTM  16      -   0.99996214  x   0.99989016  =   0.99985231
 AA8071
 AA8071                          SUPERSEDED SURVEY CONTROL
 AA8071
 AA8071  ELLIP H (09/20/95)  241.42   (m)                       GP(       ) 1 2
 AA8071
 AA8071.Superseded values are not recommended for survey control.
 AA8071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8071.See file dsdata.txt to determine how the superseded data were derived.
 AA8071
 AA8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5356703901(NAD 83)
 AA8071_MARKER: DD = SURVEY DISK
 AA8071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8071_STAMPING: 08104 1980
 AA8071_MARK LOGO: MIDT  
 AA8071_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8071+STABILITY: SURFACE MOTION
 AA8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8071+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 AA8071
 AA8071  HISTORY     - Date     Condition        Report By
 AA8071  HISTORY     - 1980     MONUMENTED       MI-015
 AA8071  HISTORY     - 19940520 GOOD             NGS
 AA8071  HISTORY     - 19940920 GOOD             MIDT
 AA8071  HISTORY     - 20040417 GOOD             USPSQD
 AA8071  HISTORY     - 20050901 GOOD             INDIV
 AA8071
 AA8071                          STATION DESCRIPTION
 AA8071
 AA8071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8071'STATION IS LOCATED 14 MI (22.5 KM) SOUTHEAST OF HASTINGS, 10 MI (16.1
 AA8071'KM) NORTH-NORTHEAST OF BATTLE CREEK, 9 MI (14.5 KM) SOUTH OF
 AA8071'NASHVILLE, AND 7 MI (11.3 KM) WEST-NORTHWEST OF BELLEVUE, ASSYRIA
 AA8071'TOWNSHIP, IN SECTION 16, T1N, R7W, IN THE NORTHWEST QUADRANT OF KEYES
 AA8071'ROAD AND STATE HIGHWAY 66, IN THE CLEAR VISION AREA. OWNERSHIP--STATE
 AA8071'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE POST OFFICE IN
 AA8071'NASHVILLE, GO SOUTH ON STATE HIGHWAY 66 FOR 10.4 MI (16.7 KM) TO A
 AA8071'GRAVEL ROAD WEST (KEYES ROAD) AND STATION ON THE RIGHT.  STATION IS
 AA8071'125 FT (38.1 M) NORTH OF THE CENTER OF KEYES ROAD, 59 FT (18.0 M) WEST
 AA8071'OF CENTERLINE OF HIGHWAY 66, 47 FT (14.3 M) SOUTHEAST OF CLEAR-VISION
 AA8071'FENCE AND 4 FT (1.2 M) EAST OF A METAL WITNESS POST.
 AA8071
 AA8071                          STATION RECOVERY (1994)
 AA8071
 AA8071'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 AA8071'STATION IS LOCATED IN QUAD 420852 ON THE BEDFORD QUADRANGLE MAP.  IT
 AA8071'IS IN THE NORTHEAST 1/4 SECTION 16, T-1-N, R-7-W, ASSYRIA TOWNSHIP.
 AA8071'ABOUT 14 MI (22.5 KM) SOUTHEAST OF HASTINGS, 10 MI (16.1 KM)
 AA8071'NORTH-NORTHEAST OF BATTLE CREEK, 9 MI (14.5 KM) SOUTH OF NASHVILLE, 7
 AA8071'MI (11.3 KM) WEST-NORTHWEST OF BELLEVUE.  OWNERSHIP--MICHIGAN
 AA8071'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE GENERAL STORE IN
 AA8071'ASSYRIA (NORTHEAST CORNER OF TASKER ROAD AND STATE HIGHWAY M-66)
 AA8071'TRAVEL NORTH ALONG HIGHWAY M-66 FOR 0.49 MI (0.79 KM) TO THE
 AA8071'INTERSECTION OF KEYES ROAD AND THE STATION IN THE CLEAR VISION AREA IN
 AA8071'THE NORTHWEST QUADRANT OF THIS INTERSECTION.  STATION IS AN ALUMINUM
 AA8071'DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE
 AA8071'MONUMENT FLUSH WITH THE GROUND.  IT IS 125.0 FT (38.1 M) NORTH FROM
 AA8071'THE CENTER OF KEYES ROAD, 59.0 FT (18.0 M) WEST FROM THE CENTER OF
 AA8071'HIGHWAY M-66, 47.0 FT (14.3 M) SOUTHEAST OF CLEAR VISION FENCELINE AND
 AA8071'4.0 FT (1.2 M) EAST FROM A METAL WITNESS POST WITH SIGN.  DESCRIBED BY
 AA8071'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR MICHIGAN.
 AA8071
 AA8071                          STATION RECOVERY (2004)
 AA8071
 AA8071'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA8071'RECOVERED IN GOOD CONDITION.
 AA8071
 AA8071                          STATION RECOVERY (2005)
 AA8071
 AA8071'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 AA8071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1799 ***********************************************************************
 NF1799  DESIGNATION -  08200
 NF1799  PID         -  NF1799
 NF1799  STATE/COUNTY-  MI/BARRY
 NF1799  USGS QUAD   -  SAUBEE LAKE (1981)
 NF1799
 NF1799                         *CURRENT SURVEY CONTROL
 NF1799  ___________________________________________________________________
 NF1799* NAD 83(1994)-  42 40 07.71963(N)    085 05 43.61260(W)     ADJUSTED  
 NF1799* NAVD 88     -       276.0    (meters)     906.     (feet)  GPS OBS   
 NF1799  ___________________________________________________________________
 NF1799  X           -     401,587.512 (meters)                     COMP
 NF1799  Y           -  -4,679,946.706 (meters)                     COMP
 NF1799  Z           -   4,300,685.813 (meters)                     COMP
 NF1799  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NF1799  ELLIP HEIGHT-         242.14  (meters)          (07/17/02) GPS OBS
 NF1799  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1799
 NF1799  HORZ ORDER  -  SECOND
 NF1799  ELLP ORDER  -  FOURTH    CLASS I
 NF1799
 NF1799.The horizontal coordinates were established by GPS observations
 NF1799.and adjusted by the National Geodetic Survey in February 1997..
 NF1799
 NF1799.The orthometric height was determined by GPS observations and a
 NF1799.high-resolution geoid model.
 NF1799
 NF1799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1799
 NF1799.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1799
 NF1799.The ellipsoidal height was determined by GPS observations
 NF1799.and is referenced to NAD 83.
 NF1799
 NF1799.The geoid height was determined by GEOID03.
 NF1799
 NF1799;                    North         East     Units Scale Factor Converg.
 NF1799;SPC MI S     -   130,086.845 3,940,262.188   MT  0.99991396   -0 29 45.4
 NF1799;SPC MI S     -   426,794.11 12,927,369.38   iFT  0.99991396   -0 29 45.4
 NF1799;UTM  16      - 4,725,796.300   656,070.434   MT  0.99989968   +1 17 27.9
 NF1799
 NF1799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1799!SPC MI S     -   0.99996203  x   0.99991396  =   0.99987599
 NF1799!UTM  16      -   0.99996203  x   0.99989968  =   0.99986171
 NF1799
 NF1799                          SUPERSEDED SURVEY CONTROL
 NF1799
 NF1799  ELLIP H (02/03/97)  242.16   (m)                       GP(       ) 4 1
 NF1799  NAD 83(1986)-  42 40 07.71867(N)    085 05 43.62752(W) AD(       ) 2
 NF1799
 NF1799.Superseded values are not recommended for survey control.
 NF1799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1799.See file dsdata.txt to determine how the superseded data were derived.
 NF1799
 NF1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5607025796(NAD 83)
 NF1799_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1799_SP_SET: CONCRETE POST
 NF1799_STAMPING: 08200 1991
 NF1799_MARK LOGO: MIDT  
 NF1799_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1799+STABILITY: SURFACE MOTION
 NF1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1799+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1995
 NF1799
 NF1799  HISTORY     - Date     Condition        Report By
 NF1799  HISTORY     - 1991     MONUMENTED       MIDT
 NF1799  HISTORY     - 19951113 GOOD             MI-015
 NF1799  HISTORY     - 19970311 GOOD             USPSQD
 NF1799
 NF1799                          STATION DESCRIPTION
 NF1799
 NF1799'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1799'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1799'SECTION 2, T-3-N, R-7-W, CASTLETON TOWNSHIP AND ON THE SAUBEE
 NF1799'QUADRANGLE MAP. IT IS ABOUT 10 MILES (16.1 KM) NORTHEAST FROM
 NF1799'HASTINGS, 4-1/4 MILES NORTH FROM NASHVILLE,  4-1/4 MILES SOUTHEAST
 NF1799'FROM WOODLAND AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1799'$
 NF1799'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-66 AND STATE HIGHWAY
 NF1799'M-79 IN NASHVILLE, GO NORTH ON M-66 FOR 4.95 MI (7.97 KM) TO THE
 NF1799'BAYNE ROAD INTERSECTION AND THE STATION ON THE LEFT IN THE NORTHWEST
 NF1799'QUADRANT OF THE INTERSECTION.
 NF1799'$
 NF1799'STATION IS 112.0 FT (34.1 M) NORTHWEST FROM A UTILITY POLE, 72.5 FT
 NF1799'(22.1 M) NORTHWEST FROM THE MONUMENT BOX AT THE CENTER OF THE
 NF1799'INTERSECTION, 62.0 FT (18.9 M) NORTH OF THE BAYNE ROAD CENTERLINE,
 NF1799'45.5 FT (13.9 M) WEST OF THE M-66 CENTERLINE AND 2.3 FT (0.7 M) EAST
 NF1799'FROM A METAL WITNESS POST WITH SIGN.
 NF1799
 NF1799                          STATION RECOVERY (1995)
 NF1799
 NF1799'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1799'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1799'SECTION 2, T-3-N, R-7-W, CASTLETON TOWNSHIP, AND ON THE SAUBEE
 NF1799'QUADRANGLE MAP.  IT IS ABOUT 10 MILES (16.1 KM) NORTHEAST FROM
 NF1799'HASTINGS, 4 1/4 MILES NORTH FROM NASHVILLE, 4 1/4 MILES SOUTHEAST FROM
 NF1799'WOODLAND AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY. TO REACH FROM THE
 NF1799'INTERSECTION OF STATE HIGHWAY M-66 AND STATE HIGHWAY M-79 IN
 NF1799'NASHVILLE, GO NORTH ON M-66 FOR 4.95 MILES (7.97 KM) TO THE BAYNE ROAD
 NF1799'INTERSECTION AND THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF
 NF1799'THE INTERSECTION. STATION IS 112.0 FT (34.1 M) NORTHWEST FROM A
 NF1799'UTILITY POLE, 72.5 FT (22.1 M) NORTHWEST FROM THE MONUMENT BOX AT THE
 NF1799'CENTER OF THE INTERSECTION, 62.0 FT (18.9 M) NORTH OF THE BAYNE ROAD
 NF1799'CENTERLINE, 45.5 FT (13.9 M) WEST OF THE M-66 CENTERLINE AND 2.3 FT
 NF1799'(0.7 M) EAST FROM A METAL WITNESS POST WITH SIGN. RECOVERY 1995 (BARRY
 NF1799'COUNTY REMONUMENTATION) WITNESS FROM MIDT READS STATION IS 112.0 FT
 NF1799'(34.1 M) NORTHWEST OF A UTILITY POLE THIS WITNESS SHOULD READ
 NF1799'NORTHEAST.
 NF1799
 NF1799                          STATION RECOVERY (1997)
 NF1799
 NF1799'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1800 ***********************************************************************
 NF1800  DESIGNATION -  08201
 NF1800  PID         -  NF1800
 NF1800  STATE/COUNTY-  MI/BARRY
 NF1800  USGS QUAD   -  BOWENS MILL (1982)
 NF1800
 NF1800                         *CURRENT SURVEY CONTROL
 NF1800  ___________________________________________________________________
 NF1800* NAD 83(1994)-  42 41 01.29696(N)    085 05 42.55537(W)     ADJUSTED  
 NF1800* NAVD 88     -       253.9    (meters)     833.     (feet)  GPS OBS   
 NF1800  ___________________________________________________________________
 NF1800  X           -     401,514.284 (meters)                     COMP
 NF1800  Y           -  -4,678,811.805 (meters)                     COMP
 NF1800  Z           -   4,301,886.294 (meters)                     COMP
 NF1800  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NF1800  ELLIP HEIGHT-         219.97  (meters)          (07/17/02) GPS OBS
 NF1800  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1800
 NF1800  HORZ ORDER  -  SECOND
 NF1800  ELLP ORDER  -  FOURTH    CLASS I
 NF1800
 NF1800.The horizontal coordinates were established by GPS observations
 NF1800.and adjusted by the National Geodetic Survey in February 1997..
 NF1800
 NF1800.The orthometric height was determined by GPS observations and a
 NF1800.high-resolution geoid model.
 NF1800
 NF1800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1800
 NF1800.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1800
 NF1800.The ellipsoidal height was determined by GPS observations
 NF1800.and is referenced to NAD 83.
 NF1800
 NF1800.The geoid height was determined by GEOID03.
 NF1800
 NF1800;                    North         East     Units Scale Factor Converg.
 NF1800;SPC MI S     -   131,739.686 3,940,300.563   MT  0.99991302   -0 29 44.7
 NF1800;SPC MI S     -   432,216.82 12,927,495.29   iFT  0.99991302   -0 29 44.7
 NF1800;UTM  16      - 4,727,449.511   656,057.242   MT  0.99989963   +1 17 29.9
 NF1800
 NF1800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1800!SPC MI S     -   0.99996550  x   0.99991302  =   0.99987853
 NF1800!UTM  16      -   0.99996550  x   0.99989963  =   0.99986514
 NF1800
 NF1800                          SUPERSEDED SURVEY CONTROL
 NF1800
 NF1800  ELLIP H (02/03/97)  219.99   (m)                       GP(       ) 4 1
 NF1800  NAD 83(1986)-  42 41 01.29600(N)    085 05 42.57029(W) AD(       ) 2
 NF1800
 NF1800.Superseded values are not recommended for survey control.
 NF1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1800.See file dsdata.txt to determine how the superseded data were derived.
 NF1800
 NF1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5605727450(NAD 83)
 NF1800_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1800_SP_SET: CONCRETE POST
 NF1800_STAMPING: 08201 1991
 NF1800_MARK LOGO: MIDT  
 NF1800_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1800+STABILITY: SURFACE MOTION
 NF1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1800+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1995
 NF1800
 NF1800  HISTORY     - Date     Condition        Report By
 NF1800  HISTORY     - 1991     MONUMENTED       MIDT
 NF1800  HISTORY     - 19951113 GOOD             MI-015
 NF1800  HISTORY     - 19970311 GOOD             USPSQD
 NF1800
 NF1800                          STATION DESCRIPTION
 NF1800
 NF1800'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1800'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1800'SECTION 36, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE SAUBEE
 NF1800'QUADRANGLE MAP.  IT IS ABOUT 10-1/4 MILES NORTHEAST FROM HASTINGS,
 NF1800'5-1/2 MILES NORTH FROM NASHVILLE, 3-1/2 MILES SOUTHEAST FROM WOODLAND
 NF1800'AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1800'$
 NF1800'TO REACH FROM THE STATE HIGHWAY M-66 AND STATE HIGHWAY M-79
 NF1800'INTERSECTION IN NASHVILLE, GO NORTH ON M-66 FOR 6.0 MI (9.7 KM) TO
 NF1800'THE COATS GROVE ROAD INTERSECTION AND THE STATION ON THE RIGHT IN THE
 NF1800'NORTHEAST QUADRANT OF THE INTERSECTION.
 NF1800'$
 NF1800'STATION IS 117.0 FT (35.7 M) SOUTHWEST FROM A 24-INCH POPLAR TREE,
 NF1800'60.0 FT (18.3 M) NORTHEAST FROM THE MONUMENT BOX AT THE CENTER OF THE
 NF1800'INTERSECTION, 56.0 FT (17.1 M) NORTH FROM THE CENTERLINE OF COATS
 NF1800'GROVE ROAD, 29.5 FT (9.0 M) EAST FROM THE CENTERLINE OF M-66 AND 3.0
 NF1800'FT (0.9 M) WEST FROM A METAL WITNESS POST WITH SIGN.
 NF1800
 NF1800                          STATION RECOVERY (1995)
 NF1800
 NF1800'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1800'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1800'SECTION 36, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE SAUBEE
 NF1800'QUADRANGLE MAP.  IT IS ABOUT 10 1/4 MILES NORTHEAST FROM HASTINGS, 5
 NF1800'1/2 MILES NORTH FROM NASHVILLE, 3 1/2 MILES SOUTHEAST FROM WOODLAND
 NF1800'AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY. TO REACH FROM THE STATE
 NF1800'HIGHWAY M-66 AND STATE HIGHWAY M-79 INTERSECTION IN NASHVILLE, GO
 NF1800'NORTH ON M-66 FOR 6.0 MI (9.7 KM) TO THE COATS GROVE ROAD INTERSECTION
 NF1800'AND THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 NF1800'INTERSECTION. STATION IS 117.0 FT (35.7 M) SOUTHWEST FROM A 24-INCH
 NF1800'POPLAR TREE, 60.0 FT (18.3 M) NORTHEAST FROM THE MONUMENT BOX AT THE
 NF1800'CENTER OF THE INTERSECTION, 56.0 FT (17.1 M) NORTH FROM THE CENTERLINE
 NF1800'OF COATS GROVE ROAD, 29.5 FT (9.0 M) EAST FROM THE CENTERLINE OF M-66,
 NF1800'AND 3.0 FT (0.9 M) WEST FROM A METAL WITNESS POST WITH SIGN. RECOVERY
 NF1800'1995 (BARRY COUNTY REMONUMENTATION) FOUND AS DESCRIBED.
 NF1800
 NF1800                          STATION RECOVERY (1997)
 NF1800
 NF1800'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1801 ***********************************************************************
 NF1801  DESIGNATION -  08202
 NF1801  PID         -  NF1801
 NF1801  STATE/COUNTY-  MI/BARRY
 NF1801  USGS QUAD   -  WOODBURY (1982)
 NF1801
 NF1801                         *CURRENT SURVEY CONTROL
 NF1801  ___________________________________________________________________
 NF1801* NAD 83(1994)-  42 45 22.30288(N)    085 06 50.89352(W)     ADJUSTED  
 NF1801* NAVD 88     -       267.6    (meters)     878.     (feet)  GPS OBS   
 NF1801  ___________________________________________________________________
 NF1801  X           -     399,499.585 (meters)                     COMP
 NF1801  Y           -  -4,673,510.343 (meters)                     COMP
 NF1801  Z           -   4,307,812.948 (meters)                     COMP
 NF1801  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 NF1801  ELLIP HEIGHT-         233.73  (meters)          (07/17/02) GPS OBS
 NF1801  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1801
 NF1801  HORZ ORDER  -  SECOND
 NF1801  ELLP ORDER  -  FOURTH    CLASS I
 NF1801
 NF1801.The horizontal coordinates were established by GPS observations
 NF1801.and adjusted by the National Geodetic Survey in February 1997..
 NF1801
 NF1801.The orthometric height was determined by GPS observations and a
 NF1801.high-resolution geoid model.
 NF1801
 NF1801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1801
 NF1801.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1801
 NF1801.The ellipsoidal height was determined by GPS observations
 NF1801.and is referenced to NAD 83.
 NF1801
 NF1801.The geoid height was determined by GEOID03.
 NF1801
 NF1801;                    North         East     Units Scale Factor Converg.
 NF1801;SPC MI S     -   139,806.299 3,938,816.461   MT  0.99990939   -0 30 31.2
 NF1801;SPC MI S     -   458,682.08 12,922,626.18   iFT  0.99990939   -0 30 31.2
 NF1801;UTM  16      - 4,735,465.762   654,322.156   MT  0.99989300   +1 16 49.9
 NF1801
 NF1801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1801!SPC MI S     -   0.99996335  x   0.99990939  =   0.99987274
 NF1801!UTM  16      -   0.99996335  x   0.99989300  =   0.99985635
 NF1801
 NF1801                          SUPERSEDED SURVEY CONTROL
 NF1801
 NF1801  ELLIP H (02/03/97)  233.75   (m)                       GP(       ) 4 1
 NF1801  NAD 83(1986)-  42 45 22.30223(N)    085 06 50.90891(W) AD(       ) 2
 NF1801
 NF1801.Superseded values are not recommended for survey control.
 NF1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1801.See file dsdata.txt to determine how the superseded data were derived.
 NF1801
 NF1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5432235466(NAD 83)
 NF1801_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1801_SP_SET: CONCRETE POST
 NF1801_STAMPING: 08202 1991
 NF1801_MARK LOGO: MIDT  
 NF1801_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1801+STABILITY: SURFACE MOTION
 NF1801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1801+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1995
 NF1801
 NF1801  HISTORY     - Date     Condition        Report By
 NF1801  HISTORY     - 1991     MONUMENTED       MIDT
 NF1801  HISTORY     - 19951117 GOOD             MI-015
 NF1801  HISTORY     - 19970311 GOOD             USPSQD
 NF1801
 NF1801                          STATION DESCRIPTION
 NF1801
 NF1801'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1801'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1801'SECTION 3, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1801'QUADRANGLE MAP. IT IS ABOUT 14-1/2 MILES SOUTHWEST FROM PORTLAND,
 NF1801'11-3/4 MILES NORTHEAST FROM HASTINGS, 2-1/4 MILES SOUTHEAST FROM LAKE
 NF1801'ODESSA AND ON COUNTY ROAD RIGHT-OF-WAY.
 NF1801'$
 NF1801'TO REACH THE STATION FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43
 NF1801'AND STATE HIGHWAY M-50 INTERSECTION ABOUT 4 MILES (6.4 KM) SOUTHEAST
 NF1801'FROM LAKE ODESSA, GO WEST ON M-50 FOR 1.85 MI (2.98 KM) TO A CURVE
 NF1801'RIGHT AND BROWN ROAD ON THE LEFT.  TURN LEFT ON BROWN ROAD AND GO
 NF1801'WEST FOR 0.25 MI (0.40 KM) TO THE VELTE ROAD INTERSECTION AND THE
 NF1801'STATION ON THE RIGHT IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 NF1801'$
 NF1801'STATION IS 167.0 FT (50.9 M) NORTH FROM A 28-INCH MAPLE TREE, 60.0 FT
 NF1801'(18.3 M) SOUTHWEST FROM A 12-INCH ELM TREE, 42.5 FT (13.0 M) NORTH
 NF1801'FROM THE CENTERLINE OF BROWN ROAD, 52.0 FT (15.8 M) NORTHWEST FROM
 NF1801'THE MONUMENT BOX AT THE CENTER OF THE INTERSECTION, 31.0 FT (9.4 M)
 NF1801'WEST OF THE CENTERLINE OF VELTE ROAD AND 1.3 FT (0.4 M) NORTH FROM A
 NF1801'METAL WITNESS POST WITH SIGN.
 NF1801
 NF1801                          STATION RECOVERY (1995)
 NF1801
 NF1801'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1801'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1801'SECTION 3, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1801'QUADRANGLE MAP.  IT IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST FROM
 NF1801'PORTLAND, 11.75 MI (18.91 KM) NORTHEAST FROM HASTINGS, 2.25 MI (3.62
 NF1801'KM) SOUTHEAST FROM LAKE ODESSA AND ON COUNTY ROAD RIGHT-OF-WAY. TO
 NF1801'REACH STATION FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43, AND
 NF1801'STATE HIGHWAY M-50 INTERSECTION ABOUT 4 MI (6.4 KM) SOUTHEAST FROM
 NF1801'LAKE ODESSA, GO WEST ON M-50 FOR 1.85 MI (2.98 KM) TO A CURVE RIGHT
 NF1801'AND BROWN ROAD ON THE LEFT.  TURN LEFT ON BROWN ROAD AND GO WEST FOR
 NF1801'0.25 MI (0.40 KM) TO THE VELTE ROAD INTERSECTION AND THE STATION ON
 NF1801'THE RIGHT IN THE NORTHWEST QUADRANT OF THE INTERSECTION. STATION IS
 NF1801'167.0 FT (50.9 M) NORTH FROM A 28 IN MAPLE TREE, 60 FT (18.3 M)
 NF1801'SOUTHWEST FROM A 12 IN ELM TREE, 42.5 FT (13.0 M) NORTH FROM THE
 NF1801'CENTERLINE OF BROWN ROAD, 52.0 FT (15.8 M) NORTHWEST FROM THE MONUMENT
 NF1801'BOX AT THE CENTER OF THE INTERSECTION, 31.0 FT (9.4 M) WEST OF THE
 NF1801'CENTERLINE OF VELTE ROAD AND 1.3 FT (0.4 M) NORTH FROM A METAL WITNESS
 NF1801'POST WITH SIGN. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) METAL
 NF1801'WITNESS POST HAS BEEN DESTROYED.  14.2 FT (4.3 M) WEST-SOUTHWEST OF
 NF1801'STOP SIGN POST.
 NF1801
 NF1801                          STATION RECOVERY (1997)
 NF1801
 NF1801'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1802 ***********************************************************************
 NF1802  DESIGNATION -  08203
 NF1802  PID         -  NF1802
 NF1802  STATE/COUNTY-  MI/BARRY
 NF1802  USGS QUAD   -  WOODBURY (1982)
 NF1802
 NF1802                         *CURRENT SURVEY CONTROL
 NF1802  ___________________________________________________________________
 NF1802* NAD 83(1994)-  42 46 06.03454(N)    085 06 49.80832(W)     ADJUSTED  
 NF1802* NAVD 88     -       264.4    (meters)     867.     (feet)  GPS OBS   
 NF1802  ___________________________________________________________________
 NF1802  X           -     399,445.930 (meters)                     COMP
 NF1802  Y           -  -4,672,592.982 (meters)                     COMP
 NF1802  Z           -   4,308,801.570 (meters)                     COMP
 NF1802  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 NF1802  ELLIP HEIGHT-         230.55  (meters)          (07/17/02) GPS OBS
 NF1802  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1802
 NF1802  HORZ ORDER  -  SECOND
 NF1802  ELLP ORDER  -  FOURTH    CLASS I
 NF1802
 NF1802.The horizontal coordinates were established by GPS observations
 NF1802.and adjusted by the National Geodetic Survey in February 1997..
 NF1802
 NF1802.The orthometric height was determined by GPS observations and a
 NF1802.high-resolution geoid model.
 NF1802
 NF1802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1802
 NF1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1802
 NF1802.The ellipsoidal height was determined by GPS observations
 NF1802.and is referenced to NAD 83.
 NF1802
 NF1802.The geoid height was determined by GEOID03.
 NF1802
 NF1802;                    North         East     Units Scale Factor Converg.
 NF1802;SPC MI S     -   141,155.367 3,938,853.109   MT  0.99990894   -0 30 30.5
 NF1802;SPC MI S     -   463,108.16 12,922,746.42   iFT  0.99990894   -0 30 30.5
 NF1802;UTM  16      - 4,736,815.295   654,316.662   MT  0.99989298   +1 16 51.7
 NF1802
 NF1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1802!SPC MI S     -   0.99996384  x   0.99990894  =   0.99987279
 NF1802!UTM  16      -   0.99996384  x   0.99989298  =   0.99985683
 NF1802
 NF1802                          SUPERSEDED SURVEY CONTROL
 NF1802
 NF1802  ELLIP H (02/03/97)  230.57   (m)                       GP(       ) 4 1
 NF1802  NAD 83(1986)-  42 46 06.03389(N)    085 06 49.82371(W) AD(       ) 2
 NF1802
 NF1802.Superseded values are not recommended for survey control.
 NF1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1802.See file dsdata.txt to determine how the superseded data were derived.
 NF1802
 NF1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5431736815(NAD 83)
 NF1802_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1802_SP_SET: CONCRETE POST
 NF1802_STAMPING: 08203 1991
 NF1802_MARK LOGO: MIDT  
 NF1802_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1802+STABILITY: SURFACE MOTION
 NF1802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1802+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1995
 NF1802
 NF1802  HISTORY     - Date     Condition        Report By
 NF1802  HISTORY     - 1991     MONUMENTED       MIDT
 NF1802  HISTORY     - 19951117 GOOD             MI-015
 NF1802  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF1802
 NF1802                          STATION DESCRIPTION
 NF1802
 NF1802'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1802'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHWEST 1/4 OF
 NF1802'SECTION 2, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1802'QUADRANGLE MAP. IT IS ABOUT 13 MILES (20.9 KM) SOUTHWEST FROM
 NF1802'PORTLAND, 12-1/2 MILES NORTHEAST FROM HASTINGS, 1-1/2 MILES
 NF1802'SOUTH-SOUTHEAST FROM LAKE ODESSA AND ON THE STATE HIGHWAY M-50
 NF1802'RIGHT-OF-WAY.
 NF1802'$
 NF1802'TO REACH FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43 AND STATE
 NF1802'HIGHWAY M-50 INTERSECTION ABOUT 4 MILES (6.4 KM) SOUTHEAST FROM LAKE
 NF1802'ODESSA, GO WEST ON M-50 FOR 2.85 MI (4.59 KM) TO THE --T--
 NF1802'INTERSECTION OF VELTE ROAD ON THE RIGHT AND THE STATION IN THE SE
 NF1802'QUADRANT OF THE INTERSECTION.
 NF1802'$
 NF1802'STATION IS 64.0 FT (19.5 M) SOUTHEAST FROM A 12-INCH PINE TREE, 49.0
 NF1802'FT (14.9 M) NORTHEAST FROM THE CENTERLINE OF M-50, 38.6 FT (11.8 M)
 NF1802'SOUTH FROM A STOP SIGN, 13.5 FT (4.1 M) NORTHEAST FROM THE CENTER OF A
 NF1802'CULVERT HEADWALL AND 6.9 FT (2.1 M) NORTH FROM A METAL WITNESS POST
 NF1802'WITH SIGN.
 NF1802
 NF1802                          STATION RECOVERY (1995)
 NF1802
 NF1802'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1802'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHWEST 1/4 OF
 NF1802'SECTION 2, T-4-N, R-7-W, WOODLAND TOWNSHIP AND ON THE WOODBURY
 NF1802'QUADRANGLE MAP.  IT IS ABOUT 13 MI (20.9 KM) SOUTHWEST FROM PORTLAND,
 NF1802'12 1/2 MI NORTHEAST FROM HASTINGS, 1.5 MI (2.4 KM) SOUTH-SOUTHEAST
 NF1802'FROM LAKE ODESSA AND ON THE STATE HIGHWAY M-50 RIGHT-OF-WAY. TO REACH
 NF1802'STATION FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43, AND STATE
 NF1802'HIGHWAY M-50 INTERSECTION ABOUTH 4 MI (6.4 KM) SOUTHEAST FROM LAKE
 NF1802'ODESSA, GO WEST ON M-50 FOR 2.85 MI (4.59 KM) TO THE --T--
 NF1802'INTERSECTION OF VELTE ROAD ON THE RIGHT AND THE STATION IN THE SE
 NF1802'QUADRANT OF THE INTERSECTION. STATION IS 64.0 FT (19.5 M) SOUTHEAST
 NF1802'FROM A 12 IN PINE TREE, 49.0 FT (14.9 M) NORTHEAST FROM THE CENTERLINE
 NF1802'OF M-50, 38.6 FT (11.8 M) SOUTH FROM A STOP SIGN, 13.5 FT (4.1 M)
 NF1802'NORTHEAST FROM THE CENTER OF A CULVERT HEADWALL, AND 6.9 FT (2.1 M)
 NF1802'NORTH FROM A METAL WITNESS POST WITH SIGN. RECOVERY 1995 (BARRY COUNTY
 NF1802'REMONUMENTAION) DIRECTION FROM PINE SHOULD BE WEST-SOUTHWEST.
 NF1802
 NF1802                          STATION RECOVERY (1997)
 NF1802
 NF1802'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9523 ***********************************************************************
 AA9523  DESIGNATION -  08301
 AA9523  PID         -  AA9523
 AA9523  STATE/COUNTY-  MI/BARRY
 AA9523  USGS QUAD   -  NASHVILLE (1981)
 AA9523
 AA9523                         *CURRENT SURVEY CONTROL
 AA9523  ___________________________________________________________________
 AA9523* NAD 83(1994)-  42 36 11.75918(N)    085 06 56.89699(W)     ADJUSTED  
 AA9523* NAVD 88     -       251.4    (meters)     825.     (feet)  GPS OBS   
 AA9523  ___________________________________________________________________
 AA9523  X           -     400,343.109 (meters)                     COMP
 AA9523  Y           -  -4,684,985.075 (meters)                     COMP
 AA9523  Z           -   4,295,312.491 (meters)                     COMP
 AA9523  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AA9523  ELLIP HEIGHT-         217.54  (meters)          (07/12/02) GPS OBS
 AA9523  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AA9523
 AA9523  HORZ ORDER  -  FIRST
 AA9523  ELLP ORDER  -  FOURTH    CLASS I
 AA9523
 AA9523.The horizontal coordinates were established by GPS observations
 AA9523.and adjusted by the National Geodetic Survey in December 1995..
 AA9523
 AA9523.The orthometric height was determined by GPS observations and a
 AA9523.high-resolution geoid model.
 AA9523
 AA9523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9523
 AA9523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9523
 AA9523.The ellipsoidal height was determined by GPS observations
 AA9523.and is referenced to NAD 83.
 AA9523
 AA9523.The geoid height was determined by GEOID03.
 AA9523
 AA9523;                    North         East     Units Scale Factor Converg.
 AA9523;SPC MI S     -   122,821.327 3,938,528.817   MT  0.99991891   -0 30 35.3
 AA9523;SPC MI S     -   402,957.11 12,921,682.47   iFT  0.99991891   -0 30 35.3
 AA9523;UTM  16      - 4,718,480.424   654,564.411   MT  0.99989393   +1 16 32.5
 AA9523
 AA9523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9523!SPC MI S     -   0.99996588  x   0.99991891  =   0.99988480
 AA9523!UTM  16      -   0.99996588  x   0.99989393  =   0.99985982
 AA9523
 AA9523                          SUPERSEDED SURVEY CONTROL
 AA9523
 AA9523  ELLIP H (12/21/95)  217.57   (m)                       GP(       ) 4 1
 AA9523
 AA9523.Superseded values are not recommended for survey control.
 AA9523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9523.See file dsdata.txt to determine how the superseded data were derived.
 AA9523
 AA9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5456418480(NAD 83)
 AA9523_MARKER: DD = SURVEY DISK
 AA9523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9523_STAMPING: 08301 1994
 AA9523_MARK LOGO: MIDT  
 AA9523_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9523+STABILITY: SURFACE MOTION
 AA9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9523+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9523
 AA9523  HISTORY     - Date     Condition        Report By
 AA9523  HISTORY     - 1994     MONUMENTED       MI-015
 AA9523  HISTORY     - 20040417 GOOD             USPSQD
 AA9523
 AA9523                          STATION DESCRIPTION
 AA9523
 AA9523'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9523'STATION IS LOCATED IN QUAD 420851 ON THE NASHVILLE QUADRANGLE MAP.  IT
 AA9523'IS IN THE SOUTHEAST 1/4 OF SECTION 34, T-3-N, R-7-W, CASTLETON
 AA9523'TOWNSHIP.  ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF HASTINGS, 1.0 MI (1.6
 AA9523'KM) WEST OF NASHVILLE ALONG STATE HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH
 AA9523'FROM THE POST OFFICE IN NASHVILLE, TRAVEL SOUTH ALONG STATE HIGHWAY
 AA9523'M-66 (MAIN STREET) FOR 0.34 MI (0.55 KM) TO THE INTERSECTION OF STATE
 AA9523'HIGHWAYS M-66 AND M-79 (FULLER STREET) .  TURN RIGHT AND TRAVEL WEST
 AA9523'ALONG HIGHWAY M-79 FOR 1.24 MI (2.00 KM) TO THE STATION ON THE RIGHT
 AA9523'AS DESCRIBED.  STATION IS AN ALUMINUM DISK SET FLUSH WITH GRADE,
 AA9523'48-INCHES DEEP, 12-INCHES IN DIAMETER AT THE TOP AND WIDER AT THE
 AA9523'BOTTOM.  IT IS 74.0 FT (22.6 M) NORTH-NORTHEAST FROM THE CENTERLINE OF
 AA9523'HIGHWAY M-79 CURVE, 98.5 FT (30.0 M) EAST-NORTHEAST OF A (PASS WITH
 AA9523'CARE) SIGN AND 155.0 FT (47.2 M) EAST-SOUTHEAST FROM A UTILITY GUY
 AA9523'POLE.  A CARSONITE WITNESS POST MARKS THE STATION. DESCRIBED BY BRAIN
 AA9523'REYNOLDS, TYPED BY R.L.  RAMSEY, MI-NGS GEODETIC ADVISOR.
 AA9523
 AA9523                          STATION RECOVERY (2004)
 AA9523
 AA9523'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9524 ***********************************************************************
 AA9524  DESIGNATION -  08302
 AA9524  PID         -  AA9524
 AA9524  STATE/COUNTY-  MI/BARRY
 AA9524  USGS QUAD   -  MAPLE GROVE (1981)
 AA9524
 AA9524                         *CURRENT SURVEY CONTROL
 AA9524  ___________________________________________________________________
 AA9524* NAD 83(1994)-  42 36 12.65610(N)    085 08 06.42821(W)     ADJUSTED  
 AA9524* NAVD 88     -       291.2    (meters)     955.     (feet)  GPS OBS   
 AA9524  ___________________________________________________________________
 AA9524  X           -     398,764.689 (meters)                     COMP
 AA9524  Y           -  -4,685,130.299 (meters)                     COMP
 AA9524  Z           -   4,295,359.818 (meters)                     COMP
 AA9524  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AA9524  ELLIP HEIGHT-         257.36  (meters)          (07/12/02) GPS OBS
 AA9524  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA9524
 AA9524  HORZ ORDER  -  FIRST
 AA9524  ELLP ORDER  -  FOURTH    CLASS I
 AA9524
 AA9524.The horizontal coordinates were established by GPS observations
 AA9524.and adjusted by the National Geodetic Survey in December 1995..
 AA9524
 AA9524.The orthometric height was determined by GPS observations and a
 AA9524.high-resolution geoid model.
 AA9524
 AA9524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9524
 AA9524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9524
 AA9524.The ellipsoidal height was determined by GPS observations
 AA9524.and is referenced to NAD 83.
 AA9524
 AA9524.The geoid height was determined by GEOID03.
 AA9524
 AA9524;                    North         East     Units Scale Factor Converg.
 AA9524;SPC MI S     -   122,863.284 3,936,944.267   MT  0.99991888   -0 31 22.6
 AA9524;SPC MI S     -   403,094.76 12,916,483.82   iFT  0.99991888   -0 31 22.6
 AA9524;UTM  16      - 4,718,472.988   652,979.368   MT  0.99988793   +1 15 45.4
 AA9524
 AA9524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9524!SPC MI S     -   0.99995964  x   0.99991888  =   0.99987852
 AA9524!UTM  16      -   0.99995964  x   0.99988793  =   0.99984757
 AA9524
 AA9524                          SUPERSEDED SURVEY CONTROL
 AA9524
 AA9524  ELLIP H (12/21/95)  257.39   (m)                       GP(       ) 4 1
 AA9524
 AA9524.Superseded values are not recommended for survey control.
 AA9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9524.See file dsdata.txt to determine how the superseded data were derived.
 AA9524
 AA9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5297918473(NAD 83)
 AA9524_MARKER: DD = SURVEY DISK
 AA9524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9524_STAMPING: 08302 1994
 AA9524_MARK LOGO: MIDT  
 AA9524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9524+STABILITY: SURFACE MOTION
 AA9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9524+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9524
 AA9524  HISTORY     - Date     Condition        Report By
 AA9524  HISTORY     - 1994     MONUMENTED       MI-015
 AA9524  HISTORY     - 20040417 GOOD             USPSQD
 AA9524
 AA9524                          STATION DESCRIPTION
 AA9524
 AA9524'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9524'STATION IS LOCATED IN QUAD 420851 ON THE MAPLE GROVE QUADRANGLE MAP.
 AA9524'IT IS IN THE NORTHEAST 1/4 OF SECTION 33, T-3-N, R-7-W, CASTLETON
 AA9524'TOWNSHIP.  ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF HASTINGS, 2-1/4 MI WEST
 AA9524'OF NASHVILLE ALONG STATE HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH FROM THE
 AA9524'POST OFFICE IN NASHVILLE, TRAVEL SOUTH ALONG STATE HIGHWAY M-66 (MAIN
 AA9524'STREET) FOR 0.34 MI (0.55 KM) TO THE INTERSECTION OF STATE HIGHWAYS
 AA9524'M-66 AND M-79 (FULLER STREET) .  TURN RIGHT AND GO WEST ALONG HIGHWAY
 AA9524'M-79 FOR 2.23 MI (3.59 KM) TO THE STATION ON RIGHT AS DESCRIBED.
 AA9524'STATION IS AN ALUMINUM DISK SET IN A CONCRETE BASE, 48-INCHES DEEP,
 AA9524'12-INCHES WIDE AT THE TOP AND WIDER AT THE BOTTOM, FLUSH WITH THE
 AA9524'GRADE.  IT IS 270 FT (82.3 M) WEST FROM CENTER OF SWIFT ROAD TO SOUTH,
 AA9524'53.0 FT (16.2 M) SOUTHWEST FROM THE EAST GATE POST, 28.5 FT (8.7 M)
 AA9524'NORTH FROM THE CENTER OF STATE HIGHWAY M-79, 6.5 FT (2.0 M) NORTHWEST
 AA9524'FROM AN END GAURD RAIL POST, AND 1.0 FT (0.3 M) SOUTH FROM A CARSONITE
 AA9524'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 AA9524'MI-NGS GEODETIC ADVISOR.
 AA9524
 AA9524                          STATION RECOVERY (2004)
 AA9524
 AA9524'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9524'302 MISSING FROM ID NUMBER.  INSTALLED NEW CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9525 ***********************************************************************
 AA9525  DESIGNATION -  08303
 AA9525  PID         -  AA9525
 AA9525  STATE/COUNTY-  MI/BARRY
 AA9525  USGS QUAD   -  NASHVILLE (1981)
 AA9525
 AA9525                         *CURRENT SURVEY CONTROL
 AA9525  ___________________________________________________________________
 AA9525* NAD 83(1994)-  42 34 01.08615(N)    085 05 45.91946(W)     ADJUSTED  
 AA9525* NAVD 88     -       252.3    (meters)     828.     (feet)  GPS OBS   
 AA9525  ___________________________________________________________________
 AA9525  X           -     402,188.540 (meters)                     COMP
 AA9525  Y           -  -4,687,566.301 (meters)                     COMP
 AA9525  Z           -   4,292,344.229 (meters)                     COMP
 AA9525  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AA9525  ELLIP HEIGHT-         218.44  (meters)          (07/12/02) GPS OBS
 AA9525  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA9525
 AA9525  HORZ ORDER  -  FIRST
 AA9525  ELLP ORDER  -  FOURTH    CLASS I
 AA9525
 AA9525.The horizontal coordinates were established by GPS observations
 AA9525.and adjusted by the National Geodetic Survey in December 1995..
 AA9525
 AA9525.The orthometric height was determined by GPS observations and a
 AA9525.high-resolution geoid model.
 AA9525
 AA9525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9525
 AA9525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9525
 AA9525.The ellipsoidal height was determined by GPS observations
 AA9525.and is referenced to NAD 83.
 AA9525
 AA9525.The geoid height was determined by GEOID03.
 AA9525
 AA9525;                    North         East     Units Scale Factor Converg.
 AA9525;SPC MI S     -   118,775.435 3,940,111.658   MT  0.99992220   -0 29 47.0
 AA9525;SPC MI S     -   389,683.19 12,926,875.52   iFT  0.99992220   -0 29 47.0
 AA9525;UTM  16      - 4,714,485.894   656,272.473   MT  0.99990046   +1 17 17.4
 AA9525
 AA9525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9525!SPC MI S     -   0.99996574  x   0.99992220  =   0.99988795
 AA9525!UTM  16      -   0.99996574  x   0.99990046  =   0.99986621
 AA9525
 AA9525                          SUPERSEDED SURVEY CONTROL
 AA9525
 AA9525  ELLIP H (12/21/95)  218.46   (m)                       GP(       ) 4 1
 AA9525
 AA9525.Superseded values are not recommended for survey control.
 AA9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9525.See file dsdata.txt to determine how the superseded data were derived.
 AA9525
 AA9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5627214486(NAD 83)
 AA9525_MARKER: DD = SURVEY DISK
 AA9525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9525_STAMPING: 08303 1994
 AA9525_MARK LOGO: MIDT  
 AA9525_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9525+STABILITY: SURFACE MOTION
 AA9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9525+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 AA9525
 AA9525  HISTORY     - Date     Condition        Report By
 AA9525  HISTORY     - 1994     MONUMENTED       MI-015
 AA9525  HISTORY     - 20040417 GOOD             USPSQD
 AA9525  HISTORY     - 20040425 GOOD             GEOCAC
 AA9525
 AA9525                          STATION DESCRIPTION
 AA9525
 AA9525'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9525'STATION IS LOCATED IN QUAD 420851 ON THE NASHVILLE QUADRANGLE MAP.  IT
 AA9525'IS IN THE NORTHEAST 1/4 OF SECTION 14, T-2-N, R-7-W, MAPLE GROVE
 AA9525'TOWNSHIP.  ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF HASTINGS, 2.5 MI (4.0
 AA9525'KM) SOUTH OF NASHVILLE, ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 AA9525'POST OFFICE IN NASHVILLE, TRAVEL SOUTH ALONG STATE HIGHWAY M-66 FOR
 AA9525'2.64 MI (4.25 KM) TO THE JUNCTION OF STATE HIGHWAY M-79 (LAWRENCE
 AA9525'ROAD) AND THE STATION IN THE SOUTHWEST QUADRANT OF THIS INTERSECTION,
 AA9525'IN THE CLEAR VISION AREA.  STATION IS AN ALUMINUM DISK SET IN THE TOP
 AA9525'OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE.  IT IS 23.5 FT
 AA9525'(7.2 M) SOUTH FROM THE CENTERLINE OF HIGHWAY M-79 (LAWRENCE ROAD) ,
 AA9525'57.0 FT (17.4 M) WEST-NORTHWEST FROM A UTILITY POLE, 92.0 FT (28.0 M)
 AA9525'NORTHEAST FROM THE CLEAR VISION FENCE, 108.0 FT (32.9 M) WEST FROM A
 AA9525'STOP SIGN AND IMMEDIATELY NORTH FROM A CARSONITE WITNESS POST.
 AA9525'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9525'ADVISOR.
 AA9525
 AA9525                          STATION RECOVERY (2004)
 AA9525
 AA9525'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9525'INSTALLED NEW CARSONITE WITNESS POST.
 AA9525
 AA9525                          STATION RECOVERY (2004)
 AA9525
 AA9525'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 AA9525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9526 ***********************************************************************
 AA9526  DESIGNATION -  08304
 AA9526  PID         -  AA9526
 AA9526  STATE/COUNTY-  MI/BARRY
 AA9526  USGS QUAD   -  NASHVILLE (1981)
 AA9526
 AA9526                         *CURRENT SURVEY CONTROL
 AA9526  ___________________________________________________________________
 AA9526* NAD 83(1994)-  42 34 02.93537(N)    085 04 29.80316(W)     ADJUSTED  
 AA9526* NAVD 88     -       282.6    (meters)     927.     (feet)  GPS OBS   
 AA9526  ___________________________________________________________________
 AA9526  X           -     403,916.929 (meters)                     COMP
 AA9526  Y           -  -4,687,401.326 (meters)                     COMP
 AA9526  Z           -   4,292,406.739 (meters)                     COMP
 AA9526  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AA9526  ELLIP HEIGHT-         248.72  (meters)          (07/12/02) GPS OBS
 AA9526  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AA9526
 AA9526  HORZ ORDER  -  FIRST
 AA9526  ELLP ORDER  -  FOURTH    CLASS I
 AA9526
 AA9526.The horizontal coordinates were established by GPS observations
 AA9526.and adjusted by the National Geodetic Survey in December 1995..
 AA9526
 AA9526.The orthometric height was determined by GPS observations and a
 AA9526.high-resolution geoid model.
 AA9526
 AA9526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9526
 AA9526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9526
 AA9526.The ellipsoidal height was determined by GPS observations
 AA9526.and is referenced to NAD 83.
 AA9526
 AA9526.The geoid height was determined by GEOID03.
 AA9526
 AA9526;                    North         East     Units Scale Factor Converg.
 AA9526;SPC MI S     -   118,817.668 3,941,848.052   MT  0.99992215   -0 28 55.2
 AA9526;SPC MI S     -   389,821.75 12,932,572.35   iFT  0.99992215   -0 28 55.2
 AA9526;UTM  16      - 4,714,582.177   658,006.677   MT  0.99990717   +1 18 09.0
 AA9526
 AA9526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9526!SPC MI S     -   0.99996099  x   0.99992215  =   0.99988315
 AA9526!UTM  16      -   0.99996099  x   0.99990717  =   0.99986817
 AA9526
 AA9526                          SUPERSEDED SURVEY CONTROL
 AA9526
 AA9526  ELLIP H (12/21/95)  248.75   (m)                       GP(       ) 4 1
 AA9526
 AA9526.Superseded values are not recommended for survey control.
 AA9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9526.See file dsdata.txt to determine how the superseded data were derived.
 AA9526
 AA9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5800714582(NAD 83)
 AA9526_MARKER: DD = SURVEY DISK
 AA9526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9526_STAMPING: 08304 1994
 AA9526_MARK LOGO: MIDT  
 AA9526_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9526+STABILITY: SURFACE MOTION
 AA9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9526+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 AA9526
 AA9526  HISTORY     - Date     Condition        Report By
 AA9526  HISTORY     - 1994     MONUMENTED       MI-015
 AA9526  HISTORY     - 20040417 GOOD             USPSQD
 AA9526  HISTORY     - 20040425 GOOD             GEOCAC
 AA9526
 AA9526                          STATION DESCRIPTION
 AA9526
 AA9526'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9526'STATION IS LOCATED IN QUAD 420851 ON THE NASHVILLE QUADRANGLE MAP.  IT
 AA9526'IS IN THE SOUTHEAST 1/4 OF SECTION 12, T-2-N, R-7-W, MAPLE GROVE
 AA9526'TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF HASTINGS, 3.0 MI (4.8
 AA9526'KM) SOUTH OF NASHVILLE ON STATE HIGHWAY M-79 RIGHT-OF-WAY, NEAR EATON
 AA9526'COUNTY LINE.  TO REACH FROM THE POST OFFICE IN NASHVILLE, TRAVEL SOUTH
 AA9526'ALONG STATE HIGHWAY M-66 FOR 2.64 MI (4.25 KM) TO THE JUNCTION OF
 AA9526'STATE HIGHWAY M-79.  TURN LEFT AND GO EAST ON HIGHWAY M-79 FOR 1.05 MI
 AA9526'(1.69 KM) TO CURTIS ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF
 AA9526'THIS INTERSECTION.  STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A
 AA9526'12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE. IT IS 32.0 FT (9.8 M)
 AA9526'WEST-SOUTHWEST FROM THE WEST END OF A CONCRETE CULVERT, 47.0 FT (14.3
 AA9526'M) WEST FROM THE CENTERLINE OF CURTIS ROAD (GRAVEL) , 53.0 FT (16.2 M)
 AA9526'NORTH FROM THE PAINTED CENTERLINE OF STATE HIGHWAY M-79 AND 75.5 FT
 AA9526'(23.0 M) NORTHWEST FROM A MONUMENT BOX.  A CARSONITE WITNESS POST
 AA9526'MARKS THE STATION.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 AA9526'MI-NGS GEODETIC ADVISOR.
 AA9526
 AA9526                          STATION RECOVERY (2004)
 AA9526
 AA9526'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9526'INSTALLED NEW CARSONITE WITNESS POST.
 AA9526
 AA9526                          STATION RECOVERY (2004)
 AA9526
 AA9526'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 AA9526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9527 ***********************************************************************
 AA9527  DESIGNATION -  08305
 AA9527  PID         -  AA9527
 AA9527  STATE/COUNTY-  MI/BARRY
 AA9527  USGS QUAD   -  HASTINGS (1982)
 AA9527
 AA9527                         *CURRENT SURVEY CONTROL
 AA9527  ___________________________________________________________________
 AA9527* NAD 83(1994)-  42 43 36.11048(N)    085 16 18.04892(W)     ADJUSTED  
 AA9527* NAVD 88     -       262.2    (meters)     860.     (feet)  GPS OBS   
 AA9527  ___________________________________________________________________
 AA9527  X           -     386,830.599 (meters)                     COMP
 AA9527  Y           -  -4,676,803.782 (meters)                     COMP
 AA9527  Z           -   4,305,402.685 (meters)                     COMP
 AA9527  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AA9527  ELLIP HEIGHT-         228.46  (meters)          (07/12/02) GPS OBS
 AA9527  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AA9527
 AA9527  HORZ ORDER  -  FIRST
 AA9527  ELLP ORDER  -  FOURTH    CLASS I
 AA9527
 AA9527.The horizontal coordinates were established by GPS observations
 AA9527.and adjusted by the National Geodetic Survey in December 1995..
 AA9527
 AA9527.The orthometric height was determined by GPS observations and a
 AA9527.high-resolution geoid model.
 AA9527
 AA9527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9527
 AA9527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9527
 AA9527.The ellipsoidal height was determined by GPS observations
 AA9527.and is referenced to NAD 83.
 AA9527
 AA9527.The geoid height was determined by GEOID03.
 AA9527
 AA9527;                    North         East     Units Scale Factor Converg.
 AA9527;SPC MI S     -   136,656.483 3,925,886.136   MT  0.99991068   -0 36 57.2
 AA9527;SPC MI S     -   448,348.04 12,880,203.86   iFT  0.99991068   -0 36 57.2
 AA9527;UTM  16      - 4,731,913.963   641,496.987   MT  0.99984632   +1 10 22.3
 AA9527
 AA9527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9527!SPC MI S     -   0.99996417  x   0.99991068  =   0.99987486
 AA9527!UTM  16      -   0.99996417  x   0.99984632  =   0.99981050
 AA9527
 AA9527                          SUPERSEDED SURVEY CONTROL
 AA9527
 AA9527  ELLIP H (12/21/95)  228.48   (m)                       GP(       ) 4 1
 AA9527
 AA9527.Superseded values are not recommended for survey control.
 AA9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9527.See file dsdata.txt to determine how the superseded data were derived.
 AA9527
 AA9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4149731914(NAD 83)
 AA9527_MARKER: DD = SURVEY DISK
 AA9527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9527_STAMPING: 08305 1994
 AA9527_MARK LOGO: MIDT  
 AA9527_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9527+STABILITY: SURFACE MOTION
 AA9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9527+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AA9527
 AA9527  HISTORY     - Date     Condition        Report By
 AA9527  HISTORY     - 1994     MONUMENTED       MI-015
 AA9527  HISTORY     - 20040417 GOOD             USPSQD
 AA9527
 AA9527                          STATION DESCRIPTION
 AA9527
 AA9527'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9527'STATION IS LOCATED IN QUAD 420851 ON THE HASTINGS QUADRANGLE MAP.  IT
 AA9527'IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-4-N, R-8-W, CARLTON TOWNSHIP.
 AA9527'ABOUT 7.0 MI (11.3 KM) WEST OF WOODLAND, 5.5 MI (8.9 KM) NORTH OF
 AA9527'HASTINGS ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO REACH FROM THE POST
 AA9527'OFFICE IN WOODLAND, TRAVEL SOUTH 1/2 BLOCK TO STATE HIGHWAY M-43.
 AA9527'TURN RIGHT AND GO WEST ON HIGHWAY M-43 FOR 7.0 MI (11.3 KM) TO THE
 AA9527'STATION ON THE RIGHT, IN THE CLEAR VISION AREA NORTHWEST OF THE
 AA9527'INTERSECTION OF STATE HIGHWAY M-43 AND MESSER ROAD.  STATION IS AN
 AA9527'ALUMINUM DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9527'CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 36.0 FT (11.0 M) NORTH OF
 AA9527'THE CENTERLINE OF STATE HIGHWAY M-43, 43.5 FT (13.3 M) WEST-SOUTHWEST
 AA9527'FROM A ROAD SIGN, 46.5 FT (14.2 M) EAST-NORTHEAST FROM A POWER POLE
 AA9527'AND 201.5 FT (61.4 M) WEST FROM THE CENTERLINE OF MESSER ROAD.  A
 AA9527'CARSONITE WITNESS POST MARKS THE STATION.  DESCRIBED BY BRIAN
 AA9527'REYNOLDS, TYPED BY R.L.  RAMSEY, MI-NGS GEODETIC ADVISOR.
 AA9527
 AA9527                          STATION RECOVERY (2004)
 AA9527
 AA9527'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9528 ***********************************************************************
 AA9528  DESIGNATION -  08306
 AA9528  PID         -  AA9528
 AA9528  STATE/COUNTY-  MI/BARRY
 AA9528  USGS QUAD   -  BEDFORD (1985)
 AA9528
 AA9528                         *CURRENT SURVEY CONTROL
 AA9528  ___________________________________________________________________
 AA9528* NAD 83(1994)-  42 27 38.03037(N)    085 07 54.01324(W)     ADJUSTED  
 AA9528* NAVD 88     -       276.5    (meters)     907.     (feet)  GPS OBS   
 AA9528  ___________________________________________________________________
 AA9528  X           -     399,956.815 (meters)                     COMP
 AA9528  Y           -  -4,695,791.910 (meters)                     COMP
 AA9528  Z           -   4,283,647.851 (meters)                     COMP
 AA9528  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AA9528  ELLIP HEIGHT-         242.78  (meters)          (07/12/02) GPS OBS
 AA9528  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AA9528
 AA9528  HORZ ORDER  -  FIRST
 AA9528  ELLP ORDER  -  FOURTH    CLASS I
 AA9528
 AA9528.The horizontal coordinates were established by GPS observations
 AA9528.and adjusted by the National Geodetic Survey in December 1995..
 AA9528
 AA9528.The orthometric height was determined by GPS observations and a
 AA9528.high-resolution geoid model.
 AA9528
 AA9528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9528
 AA9528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9528
 AA9528.The ellipsoidal height was determined by GPS observations
 AA9528.and is referenced to NAD 83.
 AA9528
 AA9528.The geoid height was determined by GEOID03.
 AA9528
 AA9528;                    North         East     Units Scale Factor Converg.
 AA9528;SPC MI S     -   106,982.956 3,937,082.962   MT  0.99993415   -0 31 14.2
 AA9528;SPC MI S     -   350,993.95 12,916,938.85   iFT  0.99993415   -0 31 14.2
 AA9528;UTM  16      - 4,702,605.259   653,612.313   MT  0.99989033   +1 15 41.5
 AA9528
 AA9528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9528!SPC MI S     -   0.99996193  x   0.99993415  =   0.99989608
 AA9528!UTM  16      -   0.99996193  x   0.99989033  =   0.99985226
 AA9528
 AA9528                          SUPERSEDED SURVEY CONTROL
 AA9528
 AA9528  ELLIP H (12/21/95)  242.80   (m)                       GP(       ) 4 1
 AA9528
 AA9528.Superseded values are not recommended for survey control.
 AA9528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9528.See file dsdata.txt to determine how the superseded data were derived.
 AA9528
 AA9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5361202605(NAD 83)
 AA9528_MARKER: DD = SURVEY DISK
 AA9528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9528_STAMPING: 08306 1994
 AA9528_MARK LOGO: MIDT  
 AA9528_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9528+STABILITY: SURFACE MOTION
 AA9528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9528+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9528
 AA9528  HISTORY     - Date     Condition        Report By
 AA9528  HISTORY     - 1994     MONUMENTED       MI-015
 AA9528  HISTORY     - 20040417 GOOD             USPSQD
 AA9528
 AA9528                          STATION DESCRIPTION
 AA9528
 AA9528'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9528'STATION IS LOCATED IN QUAD 420852 ON THE BEDFORD QUADRANGLE MAP.  IT
 AA9528'IS IN THE NORTHEAST 1/4 OF SECTION 21, T-1-N, R-7-W, ASSYRIA TOWNSHIP.
 AA9528'ABOUT 10.0 MI (16.1 KM) NORTHEAST OF BATTLE CREEK, 11.0 MI (17.7 KM)
 AA9528'SOUTHEAST OF HASTINGS, AT ASSYRIA ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 AA9528'TO REACH FROM THE GENERAL STORE IN ASSYRIA (NORTHEAST CORNER OF STATE
 AA9528'HIGHWAY M-66 AND TASKER ROAD) , TRAVEL SOUTH ON HIGHWAY M-66 FOR 0.31
 AA9528'MI (0.50 KM) TO THE INTERSECTION OF WEST LAKE ROAD AND THE STATION IN
 AA9528'THE CLEAR VISION AREA IN THE SOUTHWEST QUADRANT OF THIS INTERSECTION.
 AA9528'STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY
 AA9528'48-INCH DEEP CONCRETE BASE, FLUSH WITH THE GRADE.  IT IS 43.0 FT (13.1
 AA9528'M) SOUTH FROM A STOP SIGN, 50.5 FT (15.4 M) WEST FROM THE PAINTED
 AA9528'CENTERLINE OF HIGHWAY M-66, 65.0 FT (19.8 M) SOUTH FROM THE PAINTED
 AA9528'CENTERLINE OF WEST LAKE ROAD, AND 1.5 FT (0.5 M) NORTHEAST FROM A
 AA9528'CARSONITE WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.
 AA9528'RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9528
 AA9528                          STATION RECOVERY (2004)
 AA9528
 AA9528'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9529 ***********************************************************************
 AA9529  DESIGNATION -  08307
 AA9529  PID         -  AA9529
 AA9529  STATE/COUNTY-  MI/BARRY
 AA9529  USGS QUAD   -  DELTON (1985)
 AA9529
 AA9529                         *CURRENT SURVEY CONTROL
 AA9529  ___________________________________________________________________
 AA9529* NAD 83(1994)-  42 25 36.21983(N)    085 25 46.00761(W)     ADJUSTED  
 AA9529* NAVD 88     -       269.8    (meters)     885.     (feet)  GPS OBS   
 AA9529  ___________________________________________________________________
 AA9529  X           -     375,748.436 (meters)                     COMP
 AA9529  Y           -  -4,700,331.074 (meters)                     COMP
 AA9529  Z           -   4,280,869.877 (meters)                     COMP
 AA9529  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AA9529  ELLIP HEIGHT-         236.49  (meters)          (07/12/02) GPS OBS
 AA9529  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 AA9529
 AA9529  HORZ ORDER  -  FIRST
 AA9529  ELLP ORDER  -  FOURTH    CLASS I
 AA9529
 AA9529.The horizontal coordinates were established by GPS observations
 AA9529.and adjusted by the National Geodetic Survey in December 1995..
 AA9529
 AA9529.The orthometric height was determined by GPS observations and a
 AA9529.high-resolution geoid model.
 AA9529
 AA9529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9529
 AA9529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9529
 AA9529.The ellipsoidal height was determined by GPS observations
 AA9529.and is referenced to NAD 83.
 AA9529
 AA9529.The geoid height was determined by GEOID03.
 AA9529
 AA9529;                    North         East     Units Scale Factor Converg.
 AA9529;SPC MI S     -   103,490.732 3,912,546.304   MT  0.99993867   -0 43 23.7
 AA9529;SPC MI S     -   339,536.52 12,836,438.01   iFT  0.99993867   -0 43 23.7
 AA9529;UTM  16      - 4,698,351.872   629,198.348   MT  0.99980538   +1 03 35.0
 AA9529
 AA9529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9529!SPC MI S     -   0.99996291  x   0.99993867  =   0.99990158
 AA9529!UTM  16      -   0.99996291  x   0.99980538  =   0.99976830
 AA9529
 AA9529                          SUPERSEDED SURVEY CONTROL
 AA9529
 AA9529  ELLIP H (12/21/95)  236.51   (m)                       GP(       ) 4 1
 AA9529
 AA9529.Superseded values are not recommended for survey control.
 AA9529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9529.See file dsdata.txt to determine how the superseded data were derived.
 AA9529
 AA9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2919898352(NAD 83)
 AA9529_MARKER: DD = SURVEY DISK
 AA9529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9529_STAMPING: 08307 1994
 AA9529_MARK LOGO: MIDT  
 AA9529_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9529+STABILITY: SURFACE MOTION
 AA9529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9529+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 AA9529
 AA9529  HISTORY     - Date     Condition        Report By
 AA9529  HISTORY     - 1994     MONUMENTED       MI-015
 AA9529  HISTORY     - 20041023 GOOD             USPSQD
 AA9529
 AA9529                          STATION DESCRIPTION
 AA9529
 AA9529'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9529'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 AA9529'IN THE SOUTHEAST 1/4 OF SECTION 36, T-1-N, R-10-W, PRAIRIEVILLE
 AA9529'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) SOUTH OF DELTON, AT THE PRAIRIEVILLE
 AA9529'TOWNSHIP PARK WHICH LIES ALONG THE SOUTH SIDE OF STATE HIGHWAY M-43
 AA9529'AND ALONG THE NORTH SHORE OF GULL LAKE.  TO REACH FROM THE POST OFFICE
 AA9529'IN DELTON, TRAVEL SOUTHERLY ALONG HIGHWAY M-43 FOR 5.83 MI (9.38 KM)
 AA9529'TO THE PRAIRIEVILLE TOWNSHIP PARK AT GULL LAKE.  THE STATION IS IN THE
 AA9529'SOUTHERLY MOST ONE (CLOSEST TO THE LAKE) OF TWO GRASSY ISLANDS IN THE
 AA9529'PARKING LOT.  STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA9529'WIDE BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 8.2 FT
 AA9529'(2.5 M) NORTH FROM BACK OF SOUTH CURB, 8.1 FT (2.5 M) SOUTH OF BACK OF
 AA9529'NORTH CURB, 62.8 FT (19.1 M) EAST FROM THE BACK OF EAST CURB OF WEST
 AA9529'DRIVEWAY, AND 103.5 FT (31.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AA9529'BRICK BUILDING IN THE PARK. NO WITNESS POST EXIST AT THIS STATION.
 AA9529'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9529'ADVISOR.
 AA9529
 AA9529                          STATION RECOVERY (2004)
 AA9529
 AA9529'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9530 ***********************************************************************
 AA9530  DESIGNATION -  08308
 AA9530  PID         -  AA9530
 AA9530  STATE/COUNTY-  MI/BARRY
 AA9530  USGS QUAD   -  MAPLE GROVE (1981)
 AA9530
 AA9530                         *CURRENT SURVEY CONTROL
 AA9530  ___________________________________________________________________
 AA9530* NAD 83(1994)-  42 36 37.99210(N)    085 14 08.05319(W)     ADJUSTED  
 AA9530* NAVD 88     -       247.3    (meters)     811.     (feet)  GPS OBS   
 AA9530  ___________________________________________________________________
 AA9530  X           -     390,503.437 (meters)                     COMP
 AA9530  Y           -  -4,685,262.645 (meters)                     COMP
 AA9530  Z           -   4,295,905.591 (meters)                     COMP
 AA9530  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AA9530  ELLIP HEIGHT-         213.55  (meters)          (07/12/02) GPS OBS
 AA9530  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AA9530
 AA9530  HORZ ORDER  -  FIRST
 AA9530  ELLP ORDER  -  FOURTH    CLASS I
 AA9530
 AA9530.The horizontal coordinates were established by GPS observations
 AA9530.and adjusted by the National Geodetic Survey in December 1995..
 AA9530
 AA9530.The orthometric height was determined by GPS observations and a
 AA9530.high-resolution geoid model.
 AA9530
 AA9530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9530
 AA9530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9530
 AA9530.The ellipsoidal height was determined by GPS observations
 AA9530.and is referenced to NAD 83.
 AA9530
 AA9530.The geoid height was determined by GEOID03.
 AA9530
 AA9530;                    North         East     Units Scale Factor Converg.
 AA9530;SPC MI S     -   123,725.120 3,928,710.023   MT  0.99991829   -0 35 28.7
 AA9530;SPC MI S     -   405,922.31 12,889,468.58   iFT  0.99991829   -0 35 28.7
 AA9530;UTM  16      - 4,719,077.771   644,722.644   MT  0.99985769   +1 11 41.1
 AA9530
 AA9530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9530!SPC MI S     -   0.99996651  x   0.99991829  =   0.99988480
 AA9530!UTM  16      -   0.99996651  x   0.99985769  =   0.99982420
 AA9530
 AA9530                          SUPERSEDED SURVEY CONTROL
 AA9530
 AA9530  ELLIP H (12/21/95)  213.57   (m)                       GP(       ) 4 1
 AA9530
 AA9530.Superseded values are not recommended for survey control.
 AA9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9530.See file dsdata.txt to determine how the superseded data were derived.
 AA9530
 AA9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4472319078(NAD 83)
 AA9530_MARKER: DD = SURVEY DISK
 AA9530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9530_STAMPING: 08308 1994
 AA9530_MARK LOGO: MIDT  
 AA9530_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9530+STABILITY: SURFACE MOTION
 AA9530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9530+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9530
 AA9530  HISTORY     - Date     Condition        Report By
 AA9530  HISTORY     - 1994     MONUMENTED       MI-015
 AA9530  HISTORY     - 20050409 GOOD             USPSQD
 AA9530
 AA9530                          STATION DESCRIPTION
 AA9530
 AA9530'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9530'STATION IS LOCATED IN QUAD 420851 ON THE MAPLE GROVE QUADRANGLE.  IT
 AA9530'IS IN THE SOUTHEAST 1/4 OF SECTION 27, T-3-N, R-8-W, HASTINGS
 AA9530'TOWNSHIP.  ABOUT 7.0 MI (11.3 KM) WEST OF NASHVILLE, 3.0 MI (4.8 KM)
 AA9530'SOUTHEAST OF HASTINGS, ON HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH FROM
 AA9530'THE INTERSECTION OF STATE HIGHWAYS M-37 AND M-79 (3.0 MILES
 AA9530'SOUTH-SOUTHEAST OF THE BARRY COUNTY COURTHOUSE) , TRAVEL EAST ALONG
 AA9530'HIGHWAY M-79 FOR 1.8 MI (2.9 KM) TO THE STATION ON THE LEFT IN THE
 AA9530'CLEAR VISION AREA OF THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 AA9530'HIGHWAY M-79 AND MCKEOWN ROAD.  STATION IS AN ALUMINUM DISK SET INTO
 AA9530'THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE, FLUSH
 AA9530'WITH THE GRADE.  IT IS 16.5 FT (5.0 M) SOUTHWEST FROM THE CLEAR VISION
 AA9530'LINE FENCE POST, 31.0 FT (9.4 M) WEST-SOUTHWEST FROM A UTILITY GUY
 AA9530'POLE, 31.5 FT (9.6 M) WEST FROM CLEAR VISION END POST, 60.0 FT (18.3
 AA9530'M) NORTH FROM THE CENTERLINE OF HIGHWAY M-79 AND 182.0 FT (55.5 M)
 AA9530'EAST FROM THE CENTERLINE OF MCKEWON ROAD AND 1.0 FT (0.3 M) SOUTH FROM
 AA9530'A CARSONITE WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.
 AA9530'RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9530
 AA9530                          STATION RECOVERY (2005)
 AA9530
 AA9530'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9531 ***********************************************************************
 AA9531  DESIGNATION -  08309
 AA9531  PID         -  AA9531
 AA9531  STATE/COUNTY-  MI/BARRY
 AA9531  USGS QUAD   -  BANFIELD (1985)
 AA9531
 AA9531                         *CURRENT SURVEY CONTROL
 AA9531  ___________________________________________________________________
 AA9531* NAD 83(1994)-  42 29 34.63389(N)    085 15 31.49877(W)     ADJUSTED  
 AA9531* NAVD 88     -       306.1    (meters)    1004.     (feet)  GPS OBS   
 AA9531  ___________________________________________________________________
 AA9531  X           -     389,341.772 (meters)                     COMP
 AA9531  Y           -  -4,694,267.820 (meters)                     COMP
 AA9531  Z           -   4,286,321.679 (meters)                     COMP
 AA9531  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AA9531  ELLIP HEIGHT-         272.47  (meters)          (07/12/02) GPS OBS
 AA9531  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 AA9531
 AA9531  HORZ ORDER  -  FIRST
 AA9531  ELLP ORDER  -  FOURTH    CLASS I
 AA9531
 AA9531.The horizontal coordinates were established by GPS observations
 AA9531.and adjusted by the National Geodetic Survey in December 1995..
 AA9531
 AA9531.The orthometric height was determined by GPS observations and a
 AA9531.high-resolution geoid model.
 AA9531
 AA9531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9531
 AA9531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9531
 AA9531.The ellipsoidal height was determined by GPS observations
 AA9531.and is referenced to NAD 83.
 AA9531
 AA9531.The geoid height was determined by GEOID03.
 AA9531
 AA9531;                    North         East     Units Scale Factor Converg.
 AA9531;SPC MI S     -   110,683.312 3,926,669.921   MT  0.99993015   -0 36 25.5
 AA9531;SPC MI S     -   363,134.23 12,882,775.33   iFT  0.99993015   -0 36 25.5
 AA9531;UTM  16      - 4,705,979.656   643,089.835   MT  0.99985191   +1 10 35.1
 AA9531
 AA9531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9531!SPC MI S     -   0.99995727  x   0.99993015  =   0.99988742
 AA9531!UTM  16      -   0.99995727  x   0.99985191  =   0.99980919
 AA9531
 AA9531                          SUPERSEDED SURVEY CONTROL
 AA9531
 AA9531  ELLIP H (12/21/95)  272.50   (m)                       GP(       ) 4 1
 AA9531
 AA9531.Superseded values are not recommended for survey control.
 AA9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9531.See file dsdata.txt to determine how the superseded data were derived.
 AA9531
 AA9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4309005980(NAD 83)
 AA9531_MARKER: DD = SURVEY DISK
 AA9531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9531_STAMPING: 08309 1994
 AA9531_MARK LOGO: MIDT  
 AA9531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9531+STABILITY: SURFACE MOTION
 AA9531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9531+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9531
 AA9531  HISTORY     - Date     Condition        Report By
 AA9531  HISTORY     - 1994     MONUMENTED       MI-015
 AA9531  HISTORY     - 20040417 GOOD             USPSQD
 AA9531
 AA9531                          STATION DESCRIPTION
 AA9531
 AA9531'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9531'STATION IS LOCATED IN QUAD 420852 ON THE BANFIELD QUADRANGLE MAP.  IT
 AA9531'IS IN THE NORTH 1/2 OF SECTION 9 (VERY CLOSE TO THE NORTH 1/4 CORNER)
 AA9531', T-1-N, R-8-W, JOHNSTOWN TOWNSHIP.  ABOUT 9.5 MI (15.3 KM) SOUTH OF
 AA9531'HASTINGS, 9.0 MI (14.5 KM) SOUTHWEST OF NASHVILLE, ON STATE HIGHWAY
 AA9531'M-37 RIGHT-OF-WAY.  TO REACH FROM THE POST OFFICE IN DOWLING, TRAVEL
 AA9531'SOUTH ALONG STATE HIGHWAY M-37 FOR 635.0 FT (193.5 M) TO THE
 AA9531'INTERSECTION DOWLING ROAD.  CONTINUE SOUTH ON HIGHWAY M-37 FOR 2.08 MI
 AA9531'(3.35 KM) TO THE STATION ON THE LEFT AT THE INTERSECTION OF GROAT ROAD
 AA9531'AND IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  STATION IS AN
 AA9531'ALUMINUM DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9531'CONCRETE BASE, AND FLUSH WITH THE GRADE.  IT IS 18.3 FT (5.6 M) NORTH
 AA9531'FROM THE CENTERLINE OF A PRIVATE GRAVEL DRIVEWAY, 31.6 FT (9.6 M)
 AA9531'SOUTH-SOUTHWEST FROM AN IRON FENCE POST, 51.2 FT (15.6 M)
 AA9531'EAST-SOUTHEAST FROM THE CENTERLINE OF HIGHWAY M-37, 100.0 FT (30.5 M)
 AA9531'SOUTH FROM A 36-INCH DIAMETER WALNUT TREE, AND 1.3 FT (0.4 M) WEST
 AA9531'FROM A CARSONITE WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 AA9531'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9531
 AA9531                          STATION RECOVERY (2004)
 AA9531
 AA9531'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9531'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9532 ***********************************************************************
 AA9532  DESIGNATION -  08310
 AA9532  PID         -  AA9532
 AA9532  STATE/COUNTY-  MI/BARRY
 AA9532  USGS QUAD   -  DOWLING (1982)
 AA9532
 AA9532                         *CURRENT SURVEY CONTROL
 AA9532  ___________________________________________________________________
 AA9532* NAD 83(1994)-  42 36 36.50617(N)    085 15 12.73198(W)     ADJUSTED  
 AA9532* NAVD 88     -       272.0    (meters)     892.     (feet)  GPS OBS   
 AA9532  ___________________________________________________________________
 AA9532  X           -     389,038.329 (meters)                     COMP
 AA9532  Y           -  -4,685,433.962 (meters)                     COMP
 AA9532  Z           -   4,295,888.607 (meters)                     COMP
 AA9532  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AA9532  ELLIP HEIGHT-         238.31  (meters)          (07/12/02) GPS OBS
 AA9532  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AA9532
 AA9532  HORZ ORDER  -  FIRST
 AA9532  ELLP ORDER  -  FOURTH    CLASS I
 AA9532
 AA9532.The horizontal coordinates were established by GPS observations
 AA9532.and adjusted by the National Geodetic Survey in December 1995..
 AA9532
 AA9532.The orthometric height was determined by GPS observations and a
 AA9532.high-resolution geoid model.
 AA9532
 AA9532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9532
 AA9532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9532
 AA9532.The ellipsoidal height was determined by GPS observations
 AA9532.and is referenced to NAD 83.
 AA9532
 AA9532.The geoid height was determined by GEOID03.
 AA9532
 AA9532;                    North         East     Units Scale Factor Converg.
 AA9532;SPC MI S     -   123,694.645 3,927,235.530   MT  0.99991833   -0 36 12.7
 AA9532;SPC MI S     -   405,822.33 12,884,631.00   iFT  0.99991833   -0 36 12.7
 AA9532;UTM  16      - 4,719,001.359   643,249.911   MT  0.99985247   +1 10 57.2
 AA9532
 AA9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9532!SPC MI S     -   0.99996263  x   0.99991833  =   0.99988096
 AA9532!UTM  16      -   0.99996263  x   0.99985247  =   0.99981510
 AA9532
 AA9532                          SUPERSEDED SURVEY CONTROL
 AA9532
 AA9532  ELLIP H (12/21/95)  238.34   (m)                       GP(       ) 4 1
 AA9532
 AA9532.Superseded values are not recommended for survey control.
 AA9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9532.See file dsdata.txt to determine how the superseded data were derived.
 AA9532
 AA9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4325019001(NAD 83)
 AA9532_MARKER: DD = SURVEY DISK
 AA9532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9532_STAMPING: 08310 1994
 AA9532_MARK LOGO: MIDT  
 AA9532_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9532+STABILITY: SURFACE MOTION
 AA9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA9532+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9532
 AA9532  HISTORY     - Date     Condition        Report By
 AA9532  HISTORY     - 1994     MONUMENTED       MI-015
 AA9532  HISTORY     - 20050409 GOOD             USPSQD
 AA9532
 AA9532                          STATION DESCRIPTION
 AA9532
 AA9532'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9532'STATION IS LOCATED IN QUAD 420851 ON THE MAPLE GROVE TOWNSHIP.  IT IS
 AA9532'IN THE NORTHEAST 1/4 OF SECTION 33, T-3-N, R-8-W, HASTINGS TOWNSHIP.
 AA9532'ABOUT 8.0 MI (12.9 KM) WEST OF NASHVILLE, 3.0 MI (4.8 KM) SOUTH OF
 AA9532'HASTINGS AND ON STATE HIGHWAY M-79 RIGHT-OF-WAY.  TO REACH FROM THE
 AA9532'INTERSECTION OF STATE HIGHWAYS M-37 AND M-79 (3.0 MI SOUTH-SOUTHEAST
 AA9532'FROM THE BARRY COUNTY COURTHOUSE) , TRAVEL EAST ALONG STATE HIGHWAY
 AA9532'M-79 FOR 0.88 MI (1.42 KM) TO THE STATION ON THE RIGHT.  STATION IS AN
 AA9532'ALUMINUM DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9532'CONCRETE BASE AND FLUSH WITH THE GRADE.  IT IS 20.0 FT (6.1 M)
 AA9532'EAST-SOUTHEAST FROM THE EAST END OF A CONCRETE DRIVEWAY CULVERT, 28.0
 AA9532'FT (8.5 M) EAST FROM THE CENTERLINE OF A GRAVEL DRIVEWAY, 43.5 FT
 AA9532'(13.3 M) SOUTH FROM THE CENTERLINE OF HIGHWAY M-79, 67.5 FT (20.6 M)
 AA9532'SOUTH-SOUTHEAST FROM A MAIL BOX POST FOR HOUSE NUMBER 1900 AND 1.0 FT
 AA9532'(0.3 M) NORTH FROM A CARSONITE WITNESS POST.  DESCRIBED BY BRIAN
 AA9532'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9532
 AA9532                          STATION RECOVERY (2005)
 AA9532
 AA9532'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9533 ***********************************************************************
 AA9533  DESIGNATION -  08311
 AA9533  PID         -  AA9533
 AA9533  STATE/COUNTY-  MI/BARRY
 AA9533  USGS QUAD   -  DOWLING (1982)
 AA9533
 AA9533                         *CURRENT SURVEY CONTROL
 AA9533  ___________________________________________________________________
 AA9533* NAD 83(1994)-  42 30 24.50073(N)    085 15 33.05385(W)     ADJUSTED  
 AA9533* NAVD 88     -       301.0    (meters)     988.     (feet)  GPS OBS   
 AA9533  ___________________________________________________________________
 AA9533  X           -     389,220.153 (meters)                     COMP
 AA9533  Y           -  -4,693,231.015 (meters)                     COMP
 AA9533  Z           -   4,287,452.768 (meters)                     COMP
 AA9533  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AA9533  ELLIP HEIGHT-         267.41  (meters)          (07/12/02) GPS OBS
 AA9533  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA9533
 AA9533  HORZ ORDER  -  FIRST
 AA9533  ELLP ORDER  -  FOURTH    CLASS I
 AA9533
 AA9533.The horizontal coordinates were established by GPS observations
 AA9533.and adjusted by the National Geodetic Survey in December 1995..
 AA9533
 AA9533.The orthometric height was determined by GPS observations and a
 AA9533.high-resolution geoid model.
 AA9533
 AA9533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9533
 AA9533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9533
 AA9533.The ellipsoidal height was determined by GPS observations
 AA9533.and is referenced to NAD 83.
 AA9533
 AA9533.The geoid height was determined by GEOID03.
 AA9533
 AA9533;                    North         East     Units Scale Factor Converg.
 AA9533;SPC MI S     -   112,222.204 3,926,650.725   MT  0.99992854   -0 36 26.6
 AA9533;SPC MI S     -   368,183.08 12,882,712.35   iFT  0.99992854   -0 36 26.6
 AA9533;UTM  16      - 4,707,517.085   643,022.753   MT  0.99985168   +1 10 35.2
 AA9533
 AA9533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9533!SPC MI S     -   0.99995806  x   0.99992854  =   0.99988661
 AA9533!UTM  16      -   0.99995806  x   0.99985168  =   0.99980975
 AA9533
 AA9533                          SUPERSEDED SURVEY CONTROL
 AA9533
 AA9533  ELLIP H (12/21/95)  267.43   (m)                       GP(       ) 4 1
 AA9533
 AA9533.Superseded values are not recommended for survey control.
 AA9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9533.See file dsdata.txt to determine how the superseded data were derived.
 AA9533
 AA9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4302307517(NAD 83)
 AA9533_MARKER: DD = SURVEY DISK
 AA9533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9533_STAMPING: 08311 1994
 AA9533_MARK LOGO: MIDT  
 AA9533_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9533+STABILITY: SURFACE MOTION
 AA9533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9533+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9533
 AA9533  HISTORY     - Date     Condition        Report By
 AA9533  HISTORY     - 1994     MONUMENTED       MI-015
 AA9533  HISTORY     - 20040417 GOOD             USPSQD
 AA9533
 AA9533                          STATION DESCRIPTION
 AA9533
 AA9533'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9533'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA9533'IS IN THE NORTHWEST 1/4 OF SECTION 4, T-1-N, R-8-W, JOHNSTOWN
 AA9533'TOWNSHIP.  ABOUT 1-1/4 MILES SOUTH OF THE POST OFFICE IN DOWLING,
 AA9533'8-1/2 MILES SOUTH OF HASTINGS, 8.0 MILESSOUTHWEST OF NASHVILLE AND ON
 AA9533'STATE HIGHWAY M-37 RIGHT-OF-WAY.  TO REACH FROM THE POST OFFICE IN
 AA9533'DOWLING, TRAVEL SOUTH ALONG STATE HIGHWAY M-37 FOR 635.0 FT (193.5 M)
 AA9533'TO THE INTERSECTION OF DOWLING ROAD.  CONTINUE SOUTH ON HIGHWAY M-37
 AA9533'FOR 1.12 MI (1.80 KM) TO THE STATION ON THE RIGHT ALONG THE WEST SIDE
 AA9533'OF ROAD.  STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA9533'DIAMETER BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS
 AA9533'24.0 FT (7.3 M) WEST OF THE CENTERLINE OF HIGHWAY M-37, 355.0 FT
 AA9533'(108.2 M) SOUTH FROM THE CENTERLINE OF BUTLER ROAD AND 520.0 FT (158.5
 AA9533'M) NORTH FROM THE CENTERLINE OF THE ENTRANCE ROAD TO BATTLE CREEK
 AA9533'SCHOOL ENVIRONMENTAL EDUCATION CENTER.  A CARSONITE WITNESS POST MARKS
 AA9533'THE STATION.  (NO OTHER GOOD REFERENCES NEARBY.) DESCRIBED BY BRIAN
 AA9533'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9533
 AA9533                          STATION RECOVERY (2004)
 AA9533
 AA9533'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 AA9533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9534 ***********************************************************************
 AA9534  DESIGNATION -  08312
 AA9534  PID         -  AA9534
 AA9534  STATE/COUNTY-  MI/BARRY
 AA9534  USGS QUAD   -  HASTINGS (1982)
 AA9534
 AA9534                         *CURRENT SURVEY CONTROL
 AA9534  ___________________________________________________________________
 AA9534* NAD 83(1994)-  42 40 13.60329(N)    085 17 26.39628(W)     ADJUSTED  
 AA9534* NAVD 88     -       260.7    (meters)     855.     (feet)  GPS OBS   
 AA9534  ___________________________________________________________________
 AA9534  X           -     385,628.719 (meters)                     COMP
 AA9534  Y           -  -4,681,154.074 (meters)                     COMP
 AA9534  Z           -   4,300,809.035 (meters)                     COMP
 AA9534  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AA9534  ELLIP HEIGHT-         226.98  (meters)          (07/12/02) GPS OBS
 AA9534  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AA9534
 AA9534  HORZ ORDER  -  FIRST
 AA9534  ELLP ORDER  -  FOURTH    CLASS I
 AA9534
 AA9534.The horizontal coordinates were established by GPS observations
 AA9534.and adjusted by the National Geodetic Survey in December 1995..
 AA9534
 AA9534.The orthometric height was determined by GPS observations and a
 AA9534.high-resolution geoid model.
 AA9534
 AA9534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9534
 AA9534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9534
 AA9534.The ellipsoidal height was determined by GPS observations
 AA9534.and is referenced to NAD 83.
 AA9534
 AA9534.The geoid height was determined by GEOID03.
 AA9534
 AA9534;                    North         East     Units Scale Factor Converg.
 AA9534;SPC MI S     -   130,425.437 3,924,262.865   MT  0.99991386   -0 37 43.7
 AA9534;SPC MI S     -   427,904.98 12,874,878.17   iFT  0.99991386   -0 37 43.7
 AA9534;UTM  16      - 4,725,635.729   640,069.037   MT  0.99984138   +1 09 31.5
 AA9534
 AA9534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9534!SPC MI S     -   0.99996440  x   0.99991386  =   0.99987827
 AA9534!UTM  16      -   0.99996440  x   0.99984138  =   0.99980579
 AA9534
 AA9534                          SUPERSEDED SURVEY CONTROL
 AA9534
 AA9534  ELLIP H (12/21/95)  227.00   (m)                       GP(       ) 4 1
 AA9534
 AA9534.Superseded values are not recommended for survey control.
 AA9534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9534.See file dsdata.txt to determine how the superseded data were derived.
 AA9534
 AA9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4006925636(NAD 83)
 AA9534_MARKER: DD = SURVEY DISK
 AA9534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9534_STAMPING: 08312 1994
 AA9534_MARK LOGO: MIDT  
 AA9534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9534+STABILITY: SURFACE MOTION
 AA9534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9534+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9534
 AA9534  HISTORY     - Date     Condition        Report By
 AA9534  HISTORY     - 1994     MONUMENTED       MI-015
 AA9534  HISTORY     - 20050409 GOOD             USPSQD
 AA9534
 AA9534                          STATION DESCRIPTION
 AA9534
 AA9534'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9534'STATION IS LOCATED IN QUAD 420851 ON THE HASTINGS QUADRANGLE MAP.  IT
 AA9534'IS IN THE SOUTHWEST 1/4 OF SECTION 5, T-3-N, R-8-W, HASTINGS AT
 AA9534'TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF MIDDLEVILLE, 1.5 MI
 AA9534'(2.4 KM) NORTH OF HASTINGS, ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO
 AA9534'REACH FROM THE POST OFFICE IN HASTINGS, TRAVEL ONE BLOCK WEST ALONG
 AA9534'MILL STREET TO BROADWAY (STATE HIGHWAY M-43) .  TURN RIGHT AND GO
 AA9534'NORTH ALONG STATE HIGHWAY M-43 FOR 1.37 MI (2.20 KM) TO THE STATION ON
 AA9534'THE RIGHT, ABOUT 865.0 FT (263.7 M) NORTH OF CITY LIMITS OF HASTINGS.
 AA9534'STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY
 AA9534'48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 364 FT (110.9
 AA9534'M) NORTH FROM THE CENTER OF DRIVEWAY TO HOUSE NO.  1945 BROADWAY
 AA9534'(M-43) , 67.5 FT (20.6 M) SOUTH-SOUTHEST FROM A CONCRETE HIGHWAY
 AA9534'RIGHT-OF-WAY MARKER, 30.0 FT (9.1 M) EAST FROM THE PAINTED CENTERLINE
 AA9534'OF HIGHWAY M-43, 26.0 FT (7.9 M) WEST FROM HIGHWAY RIGHT-OF-WAY FENCE,
 AA9534'AND 1.0 FT (0.3 M) WEST FROM A CARSONITE WITNESS POST.  DESCRIBED BY
 AA9534'BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9534
 AA9534                          STATION RECOVERY (2005)
 AA9534
 AA9534'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9534'26 FT WEST OF WITNESS POST IN FENSE LINE.  163 SOUTH OF MAIL BOX FOR
 AA9534'HOUSE 1175
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9535 ***********************************************************************
 AA9535  DESIGNATION -  08313
 AA9535  PID         -  AA9535
 AA9535  STATE/COUNTY-  MI/BARRY
 AA9535  USGS QUAD   -  WOODLAND (1981)
 AA9535
 AA9535                         *CURRENT SURVEY CONTROL
 AA9535  ___________________________________________________________________
 AA9535* NAD 83(1994)-  42 43 34.97321(N)    085 14 45.73442(W)     ADJUSTED  
 AA9535* NAVD 88     -       254.4    (meters)     835.     (feet)  GPS OBS   
 AA9535  ___________________________________________________________________
 AA9535  X           -     388,925.178 (meters)                     COMP
 AA9535  Y           -  -4,676,648.199 (meters)                     COMP
 AA9535  Z           -   4,305,371.606 (meters)                     COMP
 AA9535  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AA9535  ELLIP HEIGHT-         220.65  (meters)          (07/12/02) GPS OBS
 AA9535  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA9535
 AA9535  HORZ ORDER  -  FIRST
 AA9535  ELLP ORDER  -  FOURTH    CLASS I
 AA9535
 AA9535.The horizontal coordinates were established by GPS observations
 AA9535.and adjusted by the National Geodetic Survey in December 1995..
 AA9535
 AA9535.The orthometric height was determined by GPS observations and a
 AA9535.high-resolution geoid model.
 AA9535
 AA9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9535
 AA9535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9535
 AA9535.The ellipsoidal height was determined by GPS observations
 AA9535.and is referenced to NAD 83.
 AA9535
 AA9535.The geoid height was determined by GEOID03.
 AA9535
 AA9535;                    North         East     Units Scale Factor Converg.
 AA9535;SPC MI S     -   136,599.141 3,927,985.656   MT  0.99991069   -0 35 54.4
 AA9535;SPC MI S     -   448,159.91 12,887,092.05   iFT  0.99991069   -0 35 54.4
 AA9535;UTM  16      - 4,731,922.184   643,597.146   MT  0.99985369   +1 11 24.9
 AA9535
 AA9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9535!SPC MI S     -   0.99996540  x   0.99991069  =   0.99987609
 AA9535!UTM  16      -   0.99996540  x   0.99985369  =   0.99981909
 AA9535
 AA9535                          SUPERSEDED SURVEY CONTROL
 AA9535
 AA9535  ELLIP H (12/21/95)  220.67   (m)                       GP(       ) 4 1
 AA9535
 AA9535.Superseded values are not recommended for survey control.
 AA9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9535.See file dsdata.txt to determine how the superseded data were derived.
 AA9535
 AA9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4359731922(NAD 83)
 AA9535_MARKER: DD = SURVEY DISK
 AA9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9535_STAMPING: 08313 1994
 AA9535_MARK LOGO: MIDT  
 AA9535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9535+STABILITY: SURFACE MOTION
 AA9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9535+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AA9535
 AA9535  HISTORY     - Date     Condition        Report By
 AA9535  HISTORY     - 1994     MONUMENTED       MI-015
 AA9535  HISTORY     - 20040417 GOOD             USPSQD
 AA9535
 AA9535                          STATION DESCRIPTION
 AA9535
 AA9535'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9535'STATION IS LOCATED IN QUAD 420851 ON THE WOODLAND QUADRANGLE MAP.  IT
 AA9535'IS IN THE NORTHWEST 1/4 OF SECTION 22, T-4-N, R-8-W, CARLTON TOWNSHIP.
 AA9535'ABOUT 6.0 MI (9.7 KM) NORTHEAST OF HASTINGS, 6.0 MI (9.7 KM) WEST OF
 AA9535'THE VILLAGE OF WOODLAND, AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO
 AA9535'REACH FROM THE POST OFFICE IN WOODLAND, TRAVEL SOUTH FOR 1/2 BLOCK TO
 AA9535'THE INTERSECTION OF MAIN STREET AND STATE HIGHWAY M-43.  TURN RIGHT
 AA9535'AND TRAVEL WEST ALONG HIGHWAY M-43 FOR 5.7 MI (9.2 KM) TO THE STATION
 AA9535'ON THE LEFT AT THE INTERSECTION OF ANDRUS ROAD IN THE CLEAR VISION
 AA9535'AREA OF THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  STATION IS AN
 AA9535'ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP
 AA9535'CONCRETE BASE, FLUSH WITH GRADE.  IT IS 30.5 FT (9.3 M) WEST-SOUTHWEST
 AA9535'FROM A ROAD SIGN POST, 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF
 AA9535'HIGHWAY M-43, 81.5 FT (24.8 M) EAST-NORTHEAST FROM A STOP SIGN POST
 AA9535'AND 97.0 FT (29.6 M) EAST FROM THE CENTERLINE OF ANDRUS ROAD, AND A
 AA9535'CARSONITE WITNESS POST MARKS THE STATION.  DESCRIBED BY BRIAN
 AA9535'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9535
 AA9535                          STATION RECOVERY (2004)
 AA9535
 AA9535'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9536 ***********************************************************************
 AA9536  DESIGNATION -  08314
 AA9536  PID         -  AA9536
 AA9536  STATE/COUNTY-  MI/BARRY
 AA9536  USGS QUAD   -  HASTINGS (1982)
 AA9536
 AA9536                         *CURRENT SURVEY CONTROL
 AA9536  ___________________________________________________________________
 AA9536* NAD 83(1994)-  42 41 22.05687(N)    085 17 27.36990(W)     ADJUSTED  
 AA9536* NAVD 88     -       257.2    (meters)     844.     (feet)  GPS OBS   
 AA9536  ___________________________________________________________________
 AA9536  X           -     385,488.853 (meters)                     COMP
 AA9536  Y           -  -4,679,726.197 (meters)                     COMP
 AA9536  Z           -   4,302,359.590 (meters)                     COMP
 AA9536  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AA9536  ELLIP HEIGHT-         223.50  (meters)          (07/12/02) GPS OBS
 AA9536  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA9536
 AA9536  HORZ ORDER  -  FIRST
 AA9536  ELLP ORDER  -  FOURTH    CLASS I
 AA9536
 AA9536.The horizontal coordinates were established by GPS observations
 AA9536.and adjusted by the National Geodetic Survey in December 1995..
 AA9536
 AA9536.The orthometric height was determined by GPS observations and a
 AA9536.high-resolution geoid model.
 AA9536
 AA9536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9536
 AA9536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9536
 AA9536.The ellipsoidal height was determined by GPS observations
 AA9536.and is referenced to NAD 83.
 AA9536
 AA9536.The geoid height was determined by GEOID03.
 AA9536
 AA9536;                    North         East     Units Scale Factor Converg.
 AA9536;SPC MI S     -   132,537.667 3,924,263.884   MT  0.99991268   -0 37 44.4
 AA9536;SPC MI S     -   434,834.87 12,874,881.51   iFT  0.99991268   -0 37 44.4
 AA9536;UTM  16      - 4,727,746.810   640,004.165   MT  0.99984115   +1 09 32.3
 AA9536
 AA9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9536!SPC MI S     -   0.99996495  x   0.99991268  =   0.99987763
 AA9536!UTM  16      -   0.99996495  x   0.99984115  =   0.99980611
 AA9536
 AA9536                          SUPERSEDED SURVEY CONTROL
 AA9536
 AA9536  ELLIP H (12/21/95)  223.53   (m)                       GP(       ) 4 1
 AA9536
 AA9536.Superseded values are not recommended for survey control.
 AA9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9536.See file dsdata.txt to determine how the superseded data were derived.
 AA9536
 AA9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4000427747(NAD 83)
 AA9536_MARKER: DD = SURVEY DISK
 AA9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9536_STAMPING: 08314 1994
 AA9536_MARK LOGO: MIDT  
 AA9536_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9536+STABILITY: SURFACE MOTION
 AA9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9536+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9536
 AA9536  HISTORY     - Date     Condition        Report By
 AA9536  HISTORY     - 1994     MONUMENTED       MI-015
 AA9536  HISTORY     - 20050409 GOOD             USPSQD
 AA9536
 AA9536                          STATION DESCRIPTION
 AA9536
 AA9536'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9536'STATION IS LOCATED IN QUAD 420851 ON THE HASTINGS QUADRANGLE MAP.  IT
 AA9536'IS IN THE SOUTHEAST 1/4 OF SECTION 31, T-4-N, R-8-W, CARLTON TOWNSHIP.
 AA9536'ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF WOODLAND, 3.0 MI (4.8 KM) NORTH
 AA9536'OF HASTINGS, AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY. TO REACH FROM THE
 AA9536'POST OFFICE IN HASTING, TRAVEL WEST ONE BLOCK ALONG MILL STREET TO
 AA9536'BROADWAY (STATE HIGHWAY M-43) .  TURN RIGHT AND GO NORTH ON HIGHWAY
 AA9536'M-43 FOR 2.69 MI (4.33 KM) TO THE STATION ON THE LEFT, NEAR THE
 AA9536'SOUTHERN MOST CORNER OF THE CLEAR VISION AREA SOUTH AND WEST OF THE
 AA9536'INTERSECTION WITH WILLITTS ROAD.  STATION IS AN ALUMINUM DISK SET IN
 AA9536'THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE, FLUSH
 AA9536'WITH GRADE.  IT IS 8.0 FT (2.4 M) WEST-NORTHWEST FROM A ROAD SIGN,
 AA9536'31.5 FT (9.6 M) WEST FROM THE CENTERLINE OF HIGHWAY M-43, 199.0 FT
 AA9536'(60.7 M) SOUTH FROM THE CENTERLINE OF WILLITTS ROAD, AND A CARSONITE
 AA9536'WITNESS POST MARKS THE STATION.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 AA9536'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9536
 AA9536                          STATION RECOVERY (2005)
 AA9536
 AA9536'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9537 ***********************************************************************
 AA9537  DESIGNATION -  08315
 AA9537  PID         -  AA9537
 AA9537  STATE/COUNTY-  MI/BARRY
 AA9537  USGS QUAD   -  MIDDLEVILLE (1982)
 AA9537
 AA9537                         *CURRENT SURVEY CONTROL
 AA9537  ___________________________________________________________________
 AA9537* NAD 83(1994)-  42 43 33.08856(N)    085 28 36.30422(W)     ADJUSTED  
 AA9537* NAVD 88     -       228.6    (meters)     750.     (feet)  GPS OBS   
 AA9537  ___________________________________________________________________
 AA9537  X           -     370,092.165 (meters)                     COMP
 AA9537  Y           -  -4,678,196.902 (meters)                     COMP
 AA9537  Z           -   4,305,311.459 (meters)                     COMP
 AA9537  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AA9537  ELLIP HEIGHT-         194.97  (meters)          (07/12/02) GPS OBS
 AA9537  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AA9537
 AA9537  HORZ ORDER  -  FIRST
 AA9537  ELLP ORDER  -  FOURTH    CLASS I
 AA9537
 AA9537.The horizontal coordinates were established by GPS observations
 AA9537.and adjusted by the National Geodetic Survey in December 1995..
 AA9537
 AA9537.The orthometric height was determined by GPS observations and a
 AA9537.high-resolution geoid model.
 AA9537
 AA9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9537
 AA9537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9537
 AA9537.The ellipsoidal height was determined by GPS observations
 AA9537.and is referenced to NAD 83.
 AA9537
 AA9537.The geoid height was determined by GEOID03.
 AA9537
 AA9537;                    North         East     Units Scale Factor Converg.
 AA9537;SPC MI S     -   136,764.222 3,909,092.011   MT  0.99991072   -0 45 19.6
 AA9537;SPC MI S     -   448,701.52 12,825,105.02   iFT  0.99991072   -0 45 19.6
 AA9537;UTM  16      - 4,731,497.419   624,709.236   MT  0.99979134   +1 02 01.1
 AA9537
 AA9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9537!SPC MI S     -   0.99996942  x   0.99991072  =   0.99988015
 AA9537!UTM  16      -   0.99996942  x   0.99979134  =   0.99976077
 AA9537
 AA9537                          SUPERSEDED SURVEY CONTROL
 AA9537
 AA9537  ELLIP H (12/21/95)  195.00   (m)                       GP(       ) 4 1
 AA9537
 AA9537.Superseded values are not recommended for survey control.
 AA9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9537.See file dsdata.txt to determine how the superseded data were derived.
 AA9537
 AA9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2470931497(NAD 83)
 AA9537_MARKER: DD = SURVEY DISK
 AA9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9537_STAMPING: 08315 1994
 AA9537_MARK LOGO: MIDT  
 AA9537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9537+STABILITY: SURFACE MOTION
 AA9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9537+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AA9537
 AA9537  HISTORY     - Date     Condition        Report By
 AA9537  HISTORY     - 1994     MONUMENTED       MI-015
 AA9537  HISTORY     - 20040417 GOOD             USPSQD
 AA9537
 AA9537                          STATION DESCRIPTION
 AA9537
 AA9537'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9537'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9537'IT IS IN THE SOUTHWEST 1/4 OF SECTION 15, T-4-N, R-10-W, THORNAPPLE
 AA9537'TOWNSHIP.  ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF CALEDONIA, 1.0 MI (1.6
 AA9537'KM) NORTHWEST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.
 AA9537'TO REACH FROM THE POST OFFICE IN MIDDLEVILLE, TRAVEL NORTH-NORTHWEST
 AA9537'ON STATE HIGHWAY M-37 FOR 1.22 MI (1.96 KM) TO THE INTERSECTION OF
 AA9537'FINKBEINER ROAD AND THE STATION ON THE LEFT IN THE CLEAR VISION AREA
 AA9537'IN THE NORTHWEST QUADRANT OF THIS INTERSECTION. STATION IS AN ALUMINUM
 AA9537'DISK SET IN THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE
 AA9537'BASE FLUSH WITH THE GRADE.  IT IS 43.0 FT (13.1 M) WEST-SOUTHWEST FROM
 AA9537'THE CENTELINE OF HIGHWAY M-43, 55.2 FT (16.8 M) SOUTHEAST FROM A
 AA9537'MICHIGAN BELL TELEPHONE UNDERGROUND CABLE SIGN, 77.0 FT (23.5 M)
 AA9537'SOUTH-SOUTHEAST FROM THE ANGLE IRON CLEAR VISION FENCE POST, 120.5 FT
 AA9537'(36.7 M) NORTH FROM THE CENTERLINE OF FINKBEINER ROAD, AND A CARSONITE
 AA9537'WITNESS POST MARKS THE STATION. DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 AA9537'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9537
 AA9537                          STATION RECOVERY (2004)
 AA9537
 AA9537'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9537'MARK IS EAST OF CLEAR VISION SIGN AND NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9538 ***********************************************************************
 AA9538  DESIGNATION -  08316
 AA9538  PID         -  AA9538
 AA9538  STATE/COUNTY-  MI/BARRY
 AA9538  USGS QUAD   -  MIDDLEVILLE (1982)
 AA9538
 AA9538                         *CURRENT SURVEY CONTROL
 AA9538  ___________________________________________________________________
 AA9538* NAD 83(1994)-  42 40 29.61909(N)    085 24 27.19154(W)     ADJUSTED  
 AA9538* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 AA9538  ___________________________________________________________________
 AA9538  X           -     376,050.137 (meters)                     COMP
 AA9538  Y           -  -4,681,583.829 (meters)                     COMP
 AA9538  Z           -   4,301,160.103 (meters)                     COMP
 AA9538  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AA9538  ELLIP HEIGHT-         208.83  (meters)          (07/12/02) GPS OBS
 AA9538  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AA9538
 AA9538  HORZ ORDER  -  FIRST
 AA9538  ELLP ORDER  -  FOURTH    CLASS I
 AA9538
 AA9538.The horizontal coordinates were established by GPS observations
 AA9538.and adjusted by the National Geodetic Survey in December 1995..
 AA9538
 AA9538.The orthometric height was determined by GPS observations and a
 AA9538.high-resolution geoid model.
 AA9538
 AA9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9538
 AA9538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9538
 AA9538.The ellipsoidal height was determined by GPS observations
 AA9538.and is referenced to NAD 83.
 AA9538
 AA9538.The geoid height was determined by GEOID03.
 AA9538
 AA9538;                    North         East     Units Scale Factor Converg.
 AA9538;SPC MI S     -   131,031.360 3,914,688.547   MT  0.99991357   -0 42 30.1
 AA9538;SPC MI S     -   429,892.91 12,843,466.36   iFT  0.99991357   -0 42 30.1
 AA9538;UTM  16      - 4,725,942.641   630,481.326   MT  0.99980946   +1 04 46.5
 AA9538
 AA9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9538!SPC MI S     -   0.99996725  x   0.99991357  =   0.99988082
 AA9538!UTM  16      -   0.99996725  x   0.99980946  =   0.99977672
 AA9538
 AA9538                          SUPERSEDED SURVEY CONTROL
 AA9538
 AA9538  ELLIP H (12/21/95)  208.85   (m)                       GP(       ) 4 1
 AA9538
 AA9538.Superseded values are not recommended for survey control.
 AA9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9538.See file dsdata.txt to determine how the superseded data were derived.
 AA9538
 AA9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3048125943(NAD 83)
 AA9538_MARKER: DD = SURVEY DISK
 AA9538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9538_STAMPING: 08316 1994
 AA9538_MARK LOGO: MIDT  
 AA9538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9538+STABILITY: SURFACE MOTION
 AA9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9538+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA9538
 AA9538  HISTORY     - Date     Condition        Report By
 AA9538  HISTORY     - 1994     MONUMENTED       MI-015
 AA9538  HISTORY     - 20041030 MARK NOT FOUND   USPSQD
 AA9538
 AA9538                          STATION DESCRIPTION
 AA9538
 AA9538'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9538'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9538'IT IS IN THE SOUTHEAST 1/4 OF SECTION 6, T-3-N, R-9-W, RUTLAND
 AA9538'TOWNSHIP.  ABOUT 6.0 MI (9.7 KM) NORTHWEST OF HASTINGS, 3.0 MI (4.8
 AA9538'KM) SOUTHEAST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.
 AA9538'TO REACH FROM THE POST OFFICE IN HASTING, TRAVEL SOUTH 2 BLOCKS, THEN
 AA9538'WEST 1 BLOCK TO THE JUNCTION OF STATE HIGHWAYS M-37 (BROADWAY STREET)
 AA9538'AND M-43 (STATE STREET) .  CONTINUE WEST ALONG HIGHWAYS M-37 AND M-43
 AA9538'FOR 2.28 MI (3.67 KM) TO WHERE HIGHWAY M-37 BEARS RIGHT.  BEAR RIGHT
 AA9538'AND GO WEST-NORTHWEST ON HIGHWAY M-37 FOR 4.35 MI (7.00 KM) TO THE
 AA9538'INTERSECTION OF WHITMORE ROAD AND THE STATION ON THE LEFT IN THE
 AA9538'SOUTHWEST QUADRANT OF THIS INTERSECTION. STATION IS AN ALUMINUM DISK
 AA9538'SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE
 AA9538'FLUSH WITH THE GRADE.  IT IS 36.0 FT (11.0 M) SOUTH FROM THE
 AA9538'CENTERLINE OF HIGHWAY M-37, 59.7 FT (18.2 M) WEST OF THE PAINTED
 AA9538'CENTERLINE OF WHITMORE ROAD, 70.9 FT (21.6 M) WEST-SOUTHWEST FROM A
 AA9538'MONUMENT BOX AND A CARSONITE WITNESS POST MARKS THE STATION.
 AA9538'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9538'ADVISOR
 AA9538
 AA9538                          STATION RECOVERY (2004)
 AA9538
 AA9538'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9539 ***********************************************************************
 AA9539  DESIGNATION -  08317
 AA9539  PID         -  AA9539
 AA9539  STATE/COUNTY-  MI/BARRY
 AA9539  USGS QUAD   -  MIDDLEVILLE (1982)
 AA9539
 AA9539                         *CURRENT SURVEY CONTROL
 AA9539  ___________________________________________________________________
 AA9539* NAD 83(1994)-  42 40 29.55045(N)    085 23 31.82782(W)     ADJUSTED  
 AA9539* NAVD 88     -       242.0    (meters)     794.     (feet)  GPS OBS   
 AA9539  ___________________________________________________________________
 AA9539  X           -     377,306.798 (meters)                     COMP
 AA9539  Y           -  -4,681,483.797 (meters)                     COMP
 AA9539  Z           -   4,301,158.214 (meters)                     COMP
 AA9539  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 AA9539  ELLIP HEIGHT-         208.34  (meters)          (07/12/02) GPS OBS
 AA9539  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA9539
 AA9539  HORZ ORDER  -  FIRST
 AA9539  ELLP ORDER  -  FOURTH    CLASS I
 AA9539
 AA9539.The horizontal coordinates were established by GPS observations
 AA9539.and adjusted by the National Geodetic Survey in December 1995..
 AA9539
 AA9539.The orthometric height was determined by GPS observations and a
 AA9539.high-resolution geoid model.
 AA9539
 AA9539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9539
 AA9539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9539
 AA9539.The ellipsoidal height was determined by GPS observations
 AA9539.and is referenced to NAD 83.
 AA9539
 AA9539.The geoid height was determined by GEOID03.
 AA9539
 AA9539;                    North         East     Units Scale Factor Converg.
 AA9539;SPC MI S     -   131,013.775 3,915,948.912   MT  0.99991357   -0 41 52.4
 AA9539;SPC MI S     -   429,835.22 12,847,601.42   iFT  0.99991357   -0 41 52.4
 AA9539;UTM  16      - 4,725,964.385   631,741.497   MT  0.99981353   +1 05 24.0
 AA9539
 AA9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9539!SPC MI S     -   0.99996733  x   0.99991357  =   0.99988090
 AA9539!UTM  16      -   0.99996733  x   0.99981353  =   0.99978086
 AA9539
 AA9539                          SUPERSEDED SURVEY CONTROL
 AA9539
 AA9539  ELLIP H (12/21/95)  208.36   (m)                       GP(       ) 4 1
 AA9539
 AA9539.Superseded values are not recommended for survey control.
 AA9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9539.See file dsdata.txt to determine how the superseded data were derived.
 AA9539
 AA9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3174125964(NAD 83)
 AA9539_MARKER: DD = SURVEY DISK
 AA9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9539_STAMPING: 08317 1994
 AA9539_MARK LOGO: MIDT  
 AA9539_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9539+STABILITY: SURFACE MOTION
 AA9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9539+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 AA9539
 AA9539  HISTORY     - Date     Condition        Report By
 AA9539  HISTORY     - 1994     MONUMENTED       MI-015
 AA9539  HISTORY     - 20041030 GOOD             USPSQD
 AA9539
 AA9539                          STATION DESCRIPTION
 AA9539
 AA9539'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9539'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9539'IT IS IN THE NORTHEAST 1/4 OF SECTION 5, T-3-N, R-9-W, RUTLAND
 AA9539'TOWNSHIP, NEAR THE WEST END OF A CURVE WITH TANGENTS WEST AND
 AA9539'SOUTHEAST.  ABOUT 4.0 MI (6.4 KM) NORTHWEST OF HASTINGS, 4.0 MI (6.4
 AA9539'KM) SOUTHEAST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.
 AA9539'TO REACH FROM THE POST OFFICE IN HASTINGS (CORNER OF CHURCH AND MILL
 AA9539'STREETS) TRAVEL 2 BLOCKS SOUTH AND ONE BLOCK WEST TO THE JUNCTION OF
 AA9539'STATE HIGHWAYS M-37 AND M-43 (BROADWAY AND STATE STREETS) .  CONTINUE
 AA9539'WEST ALONG HIGHWAYS M-37 AND M-43 FOR 2.28 MI (3.67 KM) TO WHERE
 AA9539'HIGHWAY M-37 BEARS RIGHT.  BEAR RIGHT AND TRAVEL WEST-NORTHWEST ON
 AA9539'HIGHWAY M-37 (WHICH BECOMES MIDDLEVILLE ROAD) FOR 3.57 MILESTO THE
 AA9539'STATION ON THE RIGHT, ON THE WEST SIDE OF THE EASTERN MOST OF TWO
 AA9539'ENTRANCES TO THE BARRY COUNTY FAIRGROUNDS. STATION IS AN ALUMINUM DISK
 AA9539'SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE
 AA9539'FLUSH WITH THE GROUND.  IT IS 9.2 FT (2.8 M) NORTHERLY OF BACK OF
 AA9539'RADIUS CURB, 16.3 FT (5.0 M) NORTH OF METAL LINE (CHAIN LINK) FENCE
 AA9539'POST, 25.2 FT (7.7 M) NORTHWEST FROM METAL END (CHAIN LINK) FENCE
 AA9539'POST, 37.0 FT (11.3 M) NORTHERLY OF PAINTED CENTELINE OF HIGHWAY M-37,
 AA9539'42.0 FT (12.8 M) WEST FROM THE CENTER OF A GRAVEL ENTRANCE DRIVE TO
 AA9539'FAIRGROUNDS AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 AA9539'DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 AA9539'ADVISOR.
 AA9539
 AA9539                          STATION RECOVERY (2004)
 AA9539
 AA9539'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9539'MARK IS SOUTH OF A CHAIN LINK FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9540 ***********************************************************************
 AA9540  DESIGNATION -  08318
 AA9540  PID         -  AA9540
 AA9540  STATE/COUNTY-  MI/BARRY
 AA9540  USGS QUAD   -  MIDDLEVILLE (1982)
 AA9540
 AA9540                         *CURRENT SURVEY CONTROL
 AA9540  ___________________________________________________________________
 AA9540* NAD 83(1994)-  42 44 24.14622(N)    085 29 13.14315(W)     ADJUSTED  
 AA9540* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 AA9540  ___________________________________________________________________
 AA9540  X           -     369,172.838 (meters)                     COMP
 AA9540  Y           -  -4,677,201.299 (meters)                     COMP
 AA9540  Z           -   4,306,472.654 (meters)                     COMP
 AA9540  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AA9540  ELLIP HEIGHT-         200.72  (meters)          (07/12/02) GPS OBS
 AA9540  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AA9540
 AA9540  HORZ ORDER  -  FIRST
 AA9540  ELLP ORDER  -  FOURTH    CLASS I
 AA9540
 AA9540.The horizontal coordinates were established by GPS observations
 AA9540.and adjusted by the National Geodetic Survey in December 1995..
 AA9540
 AA9540.The orthometric height was determined by GPS observations and a
 AA9540.high-resolution geoid model.
 AA9540
 AA9540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9540
 AA9540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9540
 AA9540.The ellipsoidal height was determined by GPS observations
 AA9540.and is referenced to NAD 83.
 AA9540
 AA9540.The geoid height was determined by GEOID03.
 AA9540
 AA9540;                    North         East     Units Scale Factor Converg.
 AA9540;SPC MI S     -   138,350.561 3,908,275.010   MT  0.99991007   -0 45 44.7
 AA9540;SPC MI S     -   453,906.04 12,822,424.57   iFT  0.99991007   -0 45 44.7
 AA9540;UTM  16      - 4,733,057.288   623,843.208   MT  0.99978869   +1 01 37.1
 AA9540
 AA9540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9540!SPC MI S     -   0.99996852  x   0.99991007  =   0.99987860
 AA9540!UTM  16      -   0.99996852  x   0.99978869  =   0.99975722
 AA9540
 AA9540                          SUPERSEDED SURVEY CONTROL
 AA9540
 AA9540  ELLIP H (12/21/95)  200.74   (m)                       GP(       ) 4 1
 AA9540
 AA9540.Superseded values are not recommended for survey control.
 AA9540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9540.See file dsdata.txt to determine how the superseded data were derived.
 AA9540
 AA9540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2384333057(NAD 83)
 AA9540_MARKER: DD = SURVEY DISK
 AA9540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9540_STAMPING: 08318 1994
 AA9540_MARK LOGO: MIDT  
 AA9540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9540+STABILITY: SURFACE MOTION
 AA9540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9540+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 AA9540
 AA9540  HISTORY     - Date     Condition        Report By
 AA9540  HISTORY     - 1994     MONUMENTED       MI-015
 AA9540  HISTORY     - 20040417 GOOD             USPSQD
 AA9540
 AA9540                          STATION DESCRIPTION
 AA9540
 AA9540'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9540'STATION IS LOCATED IN QUAD 420851 ON THE MIDDLEVILLE QUADRANGLE MAP.
 AA9540'IT IS IN THE SOUTHEAST 1/4 OF SECTION 9, T-4-N, R-10-W, THORNAPPLE
 AA9540'TOWNSHIP.  ABOUT 3.5 MI (5.6 KM) SOUTH OF CALEDONIA, 2 MI (3.2 KM)
 AA9540'NORTHWEST OF MIDDLEVILLE, AND ON STATE HIGHWAY M-37 RIGHT-OF-WAY.  TO
 AA9540'REACH FROM THE POST OFFICE IN MIDDLEVILLE, TRAVEL NORTH-NORTHWEST
 AA9540'ALONG HIGHWAY M-37 FOR 2.34 MI (3.77 KM) TO THE INTERSECTION OF GARBOW
 AA9540'ROAD AND THE STATION ON THE RIGHT IN THE CLEAR VISION AREA AND IN THE
 AA9540'NORTHEAST QUADRANT OF THIS INTERSECTION.  STATION IS AN ALUMINUM DISK
 AA9540'SET INTO THE TOP OF A 12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE
 AA9540'FLUSH WITH THE GRADE.  IT IS 31.7 FT (9.7 M) NORTH-NORTHWEST FROM A
 AA9540'STOP SIGN, 43.0 FT (13.1 M) EAST-NORTHEAST FROM THE CENTERLINE OF
 AA9540'HIGHWAY M-37, 46.3 FT (14.1 M) NORTH FROM THE CENTERLINE OF GARBOW
 AA9540'ROAD, 46.4 FT (14.1 M) WEST-NORTHWEST FROM A FIBER OPTIC CABLE WARNING
 AA9540'POST AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.  DESCRIBED
 AA9540'BY BRIAN REYNOLDS, TYPED BY R.L. RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9540
 AA9540                          STATION RECOVERY (2004)
 AA9540
 AA9540'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 AA9540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9541 ***********************************************************************
 AA9541  DESIGNATION -  08319
 AA9541  PID         -  AA9541
 AA9541  STATE/COUNTY-  MI/BARRY
 AA9541  USGS QUAD   -  DELTON (1985)
 AA9541
 AA9541                         *CURRENT SURVEY CONTROL
 AA9541  ___________________________________________________________________
 AA9541* NAD 83(1994)-  42 29 19.86093(N)    085 24 43.08579(W)     ADJUSTED  
 AA9541* NAVD 88     -       289.8    (meters)     951.     (feet)  GPS OBS   
 AA9541  ___________________________________________________________________
 AA9541  X           -     376,810.805 (meters)                     COMP
 AA9541  Y           -  -4,695,587.248 (meters)                     COMP
 AA9541  Z           -   4,285,974.614 (meters)                     COMP
 AA9541  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AA9541  ELLIP HEIGHT-         256.30  (meters)          (07/12/02) GPS OBS
 AA9541  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AA9541
 AA9541  HORZ ORDER  -  FIRST
 AA9541  ELLP ORDER  -  FOURTH    CLASS I
 AA9541
 AA9541.The horizontal coordinates were established by GPS observations
 AA9541.and adjusted by the National Geodetic Survey in December 1995..
 AA9541
 AA9541.The orthometric height was determined by GPS observations and a
 AA9541.high-resolution geoid model.
 AA9541
 AA9541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9541
 AA9541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9541
 AA9541.The ellipsoidal height was determined by GPS observations
 AA9541.and is referenced to NAD 83.
 AA9541
 AA9541.The geoid height was determined by GEOID03.
 AA9541
 AA9541;                    North         East     Units Scale Factor Converg.
 AA9541;SPC MI S     -   110,372.449 3,914,070.145   MT  0.99993064   -0 42 40.9
 AA9541;SPC MI S     -   362,114.33 12,841,437.48   iFT  0.99993064   -0 42 40.9
 AA9541;UTM  16      - 4,705,276.802   630,507.099   MT  0.99980956   +1 04 22.0
 AA9541
 AA9541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9541!SPC MI S     -   0.99995981  x   0.99993064  =   0.99989045
 AA9541!UTM  16      -   0.99995981  x   0.99980956  =   0.99976937
 AA9541
 AA9541                          SUPERSEDED SURVEY CONTROL
 AA9541
 AA9541  ELLIP H (12/21/95)  256.32   (m)                       GP(       ) 4 1
 AA9541
 AA9541.Superseded values are not recommended for survey control.
 AA9541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9541.See file dsdata.txt to determine how the superseded data were derived.
 AA9541
 AA9541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3050705277(NAD 83)
 AA9541_MARKER: DD = SURVEY DISK
 AA9541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9541_STAMPING: 08319 1994
 AA9541_MARK LOGO: MIDT  
 AA9541_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9541+STABILITY: SURFACE MOTION
 AA9541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9541+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AA9541
 AA9541  HISTORY     - Date     Condition        Report By
 AA9541  HISTORY     - 1994     MONUMENTED       MI-015
 AA9541  HISTORY     - 20051015 GOOD             USPSQD
 AA9541
 AA9541                          STATION DESCRIPTION
 AA9541
 AA9541'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9541'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 AA9541'IN THE NORTHEAST 1/4 OF SECTION 7, T-1-N, R-9-W, BARRY TOWNSHIP.  AT
 AA9541'THE SOUTHERN EDGE OF THE UNINCORPORATED VILLAGE OF DELTON ALONG THE
 AA9541'WEST SIDE OF STATE HIGHWAY M-43.  TO REACH FROM THE POST OFFICE IN
 AA9541'DELTON TRAVEL SOUTH ALONG HIGHWAY M-43 FOR 1.22 MI (1.96 KM) TO
 AA9541'SPRAGUE ROAD AND THE STATION IN THE SOUTHWEST QUADRANT OF THIS
 AA9541'INTERSECTION.  STATION IS AN ALUMINUM DISK, SET INTO THE TOP OF A
 AA9541'12-INCH DIAMETER BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.
 AA9541'IT IS 9.8 FT (3.0 M) SOUTHWEST FROM A SPEED LIMIT SIGN POST, 26.5
 AA9541'FEETNORTHWEST FROM THE PAINTED CENTERLINE OF HIGHWAY M-43, 42.0 FT
 AA9541'(12.8 M) SOUTH FROM A UTILITY GUY POLE, 69.8 FT (21.3 M) SOUTH FROM
 AA9541'THE CENTER OF SPRAGUE ROAD AND 3.0 FT (0.9 M) EAST FROM A CARSONITE
 AA9541'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L. RAMSEY
 AA9541'MI-NGS GEODETIC ADVISOR.
 AA9541
 AA9541                          STATION RECOVERY (2005)
 AA9541
 AA9541'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9541'6.7 FT SSW OF SPEED LIMIT SIGN, 3 INCHES UNDERGROUND NO WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9542 ***********************************************************************
 AA9542  DESIGNATION -  08320
 AA9542  PID         -  AA9542
 AA9542  STATE/COUNTY-  MI/BARRY
 AA9542  USGS QUAD   -  DELTON (1985)
 AA9542
 AA9542                         *CURRENT SURVEY CONTROL
 AA9542  ___________________________________________________________________
 AA9542* NAD 83(1994)-  42 28 35.58671(N)    085 25 29.78137(W)     ADJUSTED  
 AA9542* NAVD 88     -       290.9    (meters)     954.     (feet)  GPS OBS   
 AA9542  ___________________________________________________________________
 AA9542  X           -     375,821.446 (meters)                     COMP
 AA9542  Y           -  -4,696,593.050 (meters)                     COMP
 AA9542  Z           -   4,284,967.876 (meters)                     COMP
 AA9542  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AA9542  ELLIP HEIGHT-         257.49  (meters)          (07/12/02) GPS OBS
 AA9542  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AA9542
 AA9542  HORZ ORDER  -  FIRST
 AA9542  ELLP ORDER  -  FOURTH    CLASS I
 AA9542
 AA9542.The horizontal coordinates were established by GPS observations
 AA9542.and adjusted by the National Geodetic Survey in December 1995..
 AA9542
 AA9542.The orthometric height was determined by GPS observations and a
 AA9542.high-resolution geoid model.
 AA9542
 AA9542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9542
 AA9542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9542
 AA9542.The ellipsoidal height was determined by GPS observations
 AA9542.and is referenced to NAD 83.
 AA9542
 AA9542.The geoid height was determined by GEOID03.
 AA9542
 AA9542;                    North         East     Units Scale Factor Converg.
 AA9542;SPC MI S     -   109,019.833 3,912,986.739   MT  0.99993214   -0 43 12.7
 AA9542;SPC MI S     -   357,676.62 12,837,883.00   iFT  0.99993214   -0 43 12.7
 AA9542;UTM  16      - 4,703,891.283   629,466.457   MT  0.99980623   +1 03 49.6
 AA9542
 AA9542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9542!SPC MI S     -   0.99995962  x   0.99993214  =   0.99989176
 AA9542!UTM  16      -   0.99995962  x   0.99980623  =   0.99976586
 AA9542
 AA9542                          SUPERSEDED SURVEY CONTROL
 AA9542
 AA9542  ELLIP H (12/21/95)  257.51   (m)                       GP(       ) 4 1
 AA9542
 AA9542.Superseded values are not recommended for survey control.
 AA9542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9542.See file dsdata.txt to determine how the superseded data were derived.
 AA9542
 AA9542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2946603891(NAD 83)
 AA9542_MARKER: DD = SURVEY DISK
 AA9542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9542_STAMPING: 08320 1994
 AA9542_MARK LOGO: MIDT  
 AA9542_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA9542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9542+STABILITY: SURFACE MOTION
 AA9542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9542+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 AA9542
 AA9542  HISTORY     - Date     Condition        Report By
 AA9542  HISTORY     - 1994     MONUMENTED       MI-015
 AA9542  HISTORY     - 20051015 GOOD             USPSQD
 AA9542
 AA9542                          STATION DESCRIPTION
 AA9542
 AA9542'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9542'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 AA9542'IN THE NORTHWEST 1/4 OF SECTION 18, T-1-N, 4-9-W, BARRY TOWNSHIP.
 AA9542'ABOUT 6.5 MI (10.5 KM) NORTH OF RICHLAND, 2.0 MI (3.2 KM) SOUTH OF
 AA9542'DELTON AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY  TO REACH FROM THE POST
 AA9542'OFFICE IN DELTON, TRAVEL SOUTH AND SOUTHWEST ALONG STATE HIGHWAY M-43
 AA9542'FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT AT A CURVE WITH
 AA9542'TANGENTS SOUTH AND NORTHEAST AND NORTHEASTERLY OF SPRAGUE ROAD TO
 AA9542'NORTH.  STATION IS AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA9542'DIAMETER BY 48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS
 AA9542'25.7 FT (7.8 M) NORTHWEST FROM THE CENTER OF HIGHWAY M-43, 63.8 FT
 AA9542'(19.4 M) SOUTHEAST FROM A 12-INCH PINE TREE, 91.2 FT (27.8 M)
 AA9542'SOUTHWEST FROM A UTILITY GUY POLE, 92.0 FT (28.0 M) NORTHWEST FROM A
 AA9542'28-INCH OAK TREE, 101.5 FT (30.9 M) EAST FROM THE CENTER OF A GRAVEL
 AA9542'ROAD (SPRAGUE ROAD) AND 3.0 FT (0.9 M) EAST FROM A CARSONITE WITNESS
 AA9542'POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L. RAMSEY MI-NGS
 AA9542'GEODETIC ADVISOR.
 AA9542
 AA9542                          STATION RECOVERY (2005)
 AA9542
 AA9542'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9543 ***********************************************************************
 AA9543  DESIGNATION -  08321
 AA9543  PID         -  AA9543
 AA9543  STATE/COUNTY-  MI/BARRY
 AA9543  USGS QUAD   -  DOWLING (1982)
 AA9543
 AA9543                         *CURRENT SURVEY CONTROL
 AA9543  ___________________________________________________________________
 AA9543* NAD 83(1994)-  42 34 41.58993(N)    085 21 23.87816(W)     ADJUSTED  
 AA9543* NAVD 88     -       284.4    (meters)     933.     (feet)  GPS OBS   
 AA9543  ___________________________________________________________________
 AA9543  X           -     380,801.921 (meters)                     COMP
 AA9543  Y           -  -4,688,527.717 (meters)                     COMP
 AA9543  Z           -   4,293,286.573 (meters)                     COMP
 AA9543  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 AA9543  ELLIP HEIGHT-         250.84  (meters)          (07/12/02) GPS OBS
 AA9543  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA9543
 AA9543  HORZ ORDER  -  FIRST
 AA9543  ELLP ORDER  -  FOURTH    CLASS I
 AA9543
 AA9543.The horizontal coordinates were established by GPS observations
 AA9543.and adjusted by the National Geodetic Survey in December 1995..
 AA9543
 AA9543.The orthometric height was determined by GPS observations and a
 AA9543.high-resolution geoid model.
 AA9543
 AA9543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9543
 AA9543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9543
 AA9543.The ellipsoidal height was determined by GPS observations
 AA9543.and is referenced to NAD 83.
 AA9543
 AA9543.The geoid height was determined by GEOID03.
 AA9543
 AA9543;                    North         East     Units Scale Factor Converg.
 AA9543;SPC MI S     -   120,243.496 3,918,735.543   MT  0.99992114   -0 40 25.3
 AA9543;SPC MI S     -   394,499.66 12,856,743.91   iFT  0.99992114   -0 40 25.3
 AA9543;UTM  16      - 4,715,287.286   634,862.294   MT  0.99982377   +1 06 43.4
 AA9543
 AA9543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9543!SPC MI S     -   0.99996066  x   0.99992114  =   0.99988181
 AA9543!UTM  16      -   0.99996066  x   0.99982377  =   0.99978444
 AA9543
 AA9543                          SUPERSEDED SURVEY CONTROL
 AA9543
 AA9543  ELLIP H (12/21/95)  250.85   (m)                       GP(       ) 4 1
 AA9543
 AA9543.Superseded values are not recommended for survey control.
 AA9543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9543.See file dsdata.txt to determine how the superseded data were derived.
 AA9543
 AA9543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3486215287(NAD 83)
 AA9543_MARKER: DD = SURVEY DISK
 AA9543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9543_STAMPING: 08321 1994
 AA9543_MARK LOGO: MIDT  
 AA9543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9543+STABILITY: SURFACE MOTION
 AA9543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9543+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9543
 AA9543  HISTORY     - Date     Condition        Report By
 AA9543  HISTORY     - 1994     MONUMENTED       MI-015
 AA9543  HISTORY     - 20050409 GOOD             USPSQD
 AA9543
 AA9543                          STATION DESCRIPTION
 AA9543
 AA9543'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9543'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA9543'IS IN THE NORTHEAST 1/4 SECTION 10, T-2-N, R-9-W, HOPE TOWNSHIP. ABOUT
 AA9543'5.0 MI (8.0 KM) SOUTH OF HASTINGS, 3.0 MI (4.8 KM) NORTHEAST OF
 AA9543'CLOVERDALE, AND ON STATE HIGHWAY M-43 RIGHT-OF-WAY.  TO REACH FROM THE
 AA9543'POST OFFICE IN CLOVERDALE, GO NORTHEAST AND NORTH ALONG HIGHWAY M-43
 AA9543'(WALL LAKE ROAD) FOR 3.52 MI (5.66 KM) TO THE STATION ON THE RIGHT.
 AA9543'STATION IS AN ALUMINUM DISK SET INTO THE TOP OF A 12-INCH DIAMETER BY
 AA9543'48-INCH DEEP CONCRETE BASE FLUSH WITH THE GRADE.  IT IS 910.0 FT
 AA9543'(277.4 M) SOUTH FROM SCHULTZ ROAD (ACROSS THE ROAD FROM HOUSE NO.
 AA9543'5150) , 86.0 FT (26.2 M) SOUTH-SOUTHEAST FROM A 30-INCH BLACK WALNUT,
 AA9543'63.0 FT (19.2 M) NORTH FROM A UTILITY POLE, 47.0 FT (14.3 M) EAST FROM
 AA9543'THE CENTER OF HIGHWAY M-43, AND 1.0 FT (0.3 M) WEST OF A CARSONITE
 AA9543'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 AA9543'MI-NGS GEODETIC ADVISOR.
 AA9543
 AA9543                          STATION RECOVERY (2005)
 AA9543
 AA9543'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9544 ***********************************************************************
 AA9544  DESIGNATION -  08322
 AA9544  PID         -  AA9544
 AA9544  STATE/COUNTY-  MI/BARRY
 AA9544  USGS QUAD   -  DOWLING (1982)
 AA9544
 AA9544                         *CURRENT SURVEY CONTROL
 AA9544  ___________________________________________________________________
 AA9544* NAD 83(1994)-  42 35 13.13111(N)    085 21 46.19999(W)     ADJUSTED  
 AA9544* NAVD 88     -       287.2    (meters)     942.     (feet)  GPS OBS   
 AA9544  ___________________________________________________________________
 AA9544  X           -     380,241.452 (meters)                     COMP
 AA9544  Y           -  -4,687,914.510 (meters)                     COMP
 AA9544  Z           -   4,294,005.098 (meters)                     COMP
 AA9544  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AA9544  ELLIP HEIGHT-         253.62  (meters)          (07/12/02) GPS OBS
 AA9544  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA9544
 AA9544  HORZ ORDER  -  FIRST
 AA9544  ELLP ORDER  -  FOURTH    CLASS I
 AA9544
 AA9544.The horizontal coordinates were established by GPS observations
 AA9544.and adjusted by the National Geodetic Survey in December 1995..
 AA9544
 AA9544.The orthometric height was determined by GPS observations and a
 AA9544.high-resolution geoid model.
 AA9544
 AA9544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9544
 AA9544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9544
 AA9544.The ellipsoidal height was determined by GPS observations
 AA9544.and is referenced to NAD 83.
 AA9544
 AA9544.The geoid height was determined by GEOID03.
 AA9544
 AA9544;                    North         East     Units Scale Factor Converg.
 AA9544;SPC MI S     -   121,222.616 3,918,238.093   MT  0.99992034   -0 40 40.5
 AA9544;SPC MI S     -   397,711.99 12,855,111.85   iFT  0.99992034   -0 40 40.5
 AA9544;UTM  16      - 4,716,250.333   634,334.624   MT  0.99982202   +1 06 29.0
 AA9544
 AA9544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9544!SPC MI S     -   0.99996023  x   0.99992034  =   0.99988057
 AA9544!UTM  16      -   0.99996023  x   0.99982202  =   0.99978225
 AA9544
 AA9544                          SUPERSEDED SURVEY CONTROL
 AA9544
 AA9544  ELLIP H (12/21/95)  253.64   (m)                       GP(       ) 4 1
 AA9544
 AA9544.Superseded values are not recommended for survey control.
 AA9544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9544.See file dsdata.txt to determine how the superseded data were derived.
 AA9544
 AA9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3433516250(NAD 83)
 AA9544_MARKER: DD = SURVEY DISK
 AA9544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9544_STAMPING: 08322 1994
 AA9544_MARK LOGO: MIDT  
 AA9544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9544+STABILITY: SURFACE MOTION
 AA9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9544+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA9544
 AA9544  HISTORY     - Date     Condition        Report By
 AA9544  HISTORY     - 1994     MONUMENTED       MI-015
 AA9544  HISTORY     - 20050409 GOOD             USPSQD
 AA9544
 AA9544                          STATION DESCRIPTION
 AA9544
 AA9544'DESCRIBED BY BARRY COUNTY MICHIGAN 1994 (RLR)
 AA9544'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA9544'IS IN THE SOUTHWEST 1/4 SECTION 3, T-2-N, R-9-W, HOPE TOWNSHIP. ABOUT
 AA9544'5.0 MI (8.0 KM) SOUTHWEST OF HASTINGS, 4.0 MI (6.4 KM) NORTHEAST OF
 AA9544'CLOVERDALE, ON THE PROPERTY OF JOSEPH RAHN, 3700 ANDERS ROAD,
 AA9544'HASTINGS, MI 49058. (78949.0 KM)  PHONE HOME (616) 945-9894, OR OFFICE
 AA9544'(616) 948-4896.  TO REACH FROM THE POST OFFICE IN CLOVERDALE, GO
 AA9544'NORTHEAST AND NORTH ALONG STATE HIGHWAY M-43 (WALL LAKE ROAD) FOR 4.0
 AA9544'MI (6.4 KM) TO A GRAVEL ROAD LEFT (ANDERS ROAD) .  TURN LEFT AND GO
 AA9544'0.27 MI (0.43 KM) TO A DRIVEWAY RIGHT AT HOUSE NO.  3700.  TURN INTO
 AA9544'DRIVE AND GO NORTH FOR ABOUT 520.0 FT (158.5 M) TO HOUSE.  TURN LEFT
 AA9544'AND GO WEST-NORTHWEST FOR ABOUT 386.0 FT (117.7 M) TO THE STATION IN
 AA9544'THE FIELD NEAR TOP OF SLOPE OF LAND TO THE NORTH, AND NEAR A
 AA9544'NORTH-SOUTH FIELD SEPARATION LINE.  STATION IS IN AN OPEN FIELD AT THE
 AA9544'EDGE OF A HILL SLOPING TO A SWAMP NORTH, 580.0 FT (176.8 M) NORTH FROM
 AA9544'THE CENTER OF ANDERS ROAD, 80.0 FT (24.4 M) NORTH FROM AN EAST-WEST
 AA9544'UTILITY LINE, 20.0 FT (6.1 M) WEST-NORTHWEST FROM A UTILITY POLE, AND
 AA9544'1.0 FT (0.3 M) SOUTH FROM A CARSONITE WITNESS POST. DESCRIBED BY BRIAN
 AA9544'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 AA9544
 AA9544                          STATION RECOVERY (2005)
 AA9544
 AA9544'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA9544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5418 ***********************************************************************
 AA5418  DESIGNATION -  08364
 AA5418  PID         -  AA5418
 AA5418  STATE/COUNTY-  MI/OAKLAND
 AA5418  USGS QUAD   -  PONTIAC NORTH (1983)
 AA5418
 AA5418                         *CURRENT SURVEY CONTROL
 AA5418  ___________________________________________________________________
 AA5418* NAD 83(1994)-  42 42 34.40275(N)    083 19 45.37484(W)     ADJUSTED  
 AA5418* NAVD 88     -       312.4    (meters)    1025.     (feet)  GPS OBS   
 AA5418  ___________________________________________________________________
 AA5418  X           -     545,282.653 (meters)                     COMP
 AA5418  Y           -  -4,662,324.279 (meters)                     COMP
 AA5418  Z           -   4,304,037.414 (meters)                     COMP
 AA5418  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AA5418  ELLIP HEIGHT-         278.23  (meters)          (07/12/02) GPS OBS
 AA5418  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 AA5418
 AA5418  HORZ ORDER  -  FIRST
 AA5418  ELLP ORDER  -  FOURTH    CLASS I
 AA5418
 AA5418.The horizontal coordinates were established by GPS observations
 AA5418.and adjusted by the National Geodetic Survey in February 1997..
 AA5418
 AA5418.The orthometric height was determined by GPS observations and a
 AA5418.high-resolution geoid model.
 AA5418
 AA5418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5418
 AA5418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5418
 AA5418.The ellipsoidal height was determined by GPS observations
 AA5418.and is referenced to NAD 83.
 AA5418
 AA5418.The geoid height was determined by GEOID03.
 AA5418
 AA5418;                    North         East     Units Scale Factor Converg.
 AA5418;SPC MI S     -   134,877.703 4,084,977.932   MT  0.99991155   +0 42 21.5
 AA5418;SPC MI S     -   442,512.15 13,402,158.57   iFT  0.99991155   +0 42 21.5
 AA5418;UTM  17      - 4,731,193.033   309,248.907   MT  1.00004767   -1 34 49.4
 AA5418
 AA5418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5418!SPC MI S     -   0.99995637  x   0.99991155  =   0.99986792
 AA5418!UTM  17      -   0.99995637  x   1.00004767  =   1.00000404
 AA5418
 AA5418                          SUPERSEDED SURVEY CONTROL
 AA5418
 AA5418  ELLIP H (02/03/97)  278.25   (m)                       GP(       ) 4 1
 AA5418  NAD 83(1986)-  42 42 34.40592(N)    083 19 45.40509(W) AD(       ) 1
 AA5418
 AA5418.Superseded values are not recommended for survey control.
 AA5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5418.See file dsdata.txt to determine how the superseded data were derived.
 AA5418
 AA5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0924931193(NAD 83)
 AA5418_MARKER: A = ALUMINUM MARKER
 AA5418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5418_STAMPING: 08364
 AA5418_MARK LOGO: WADTRI
 AA5418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5418+STABILITY: SURFACE MOTION
 AA5418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5418+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 AA5418
 AA5418  HISTORY     - Date     Condition        Report By
 AA5418  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5418  HISTORY     - 20020601 GOOD             INDIV
 AA5418  HISTORY     - 20040605 GOOD             USPSQD
 AA5418  HISTORY     - 20060126 GOOD             INDIV
 AA5418
 AA5418                          STATION DESCRIPTION
 AA5418
 AA5418'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5418'INTERSTATE 75 TO EXIT 84 (BALDWIN ROAD EXIT), THENCE NORTH ALONG
 AA5418'BALDWIN ROAD 0.3 MILES (0.5 KM) TO MORGAN ROAD, THENCE WEST ALONG
 AA5418'MORGAN ROAD 1.15 MILES (1.85 KM) TO ROHR ROAD, THENCE SOUTH ALONG ROHR
 AA5418'ROAD 0.05 MILES (0.08 KM) TO THE MONUMENT AT THE WEST SIDE OF ROHR
 AA5418'ROAD.
 AA5418
 AA5418                          STATION RECOVERY (2002)
 AA5418
 AA5418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5418'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5418'FOUND THIS CORNER TO BE GOOD.
 AA5418
 AA5418                          STATION RECOVERY (2004)
 AA5418
 AA5418'RECOVERY NOTE BY US POWER SQUADRON 2004 (AL)
 AA5418'LOCATED IN FRONT OF 4736 ROHR AT END OF DEAD END STREET. 26 FT SOUTH
 AA5418'OF THE SOUTH EDGE OF DRIVEWAY, 42 FEET WEST OF CENTERLINE OF ROHR
 AA5418'ROAD.
 AA5418
 AA5418                          STATION RECOVERY (2006)
 AA5418
 AA5418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9355 ***********************************************************************
 DF9355  DESIGNATION -  08401
 DF9355  PID         -  DF9355
 DF9355  STATE/COUNTY-  MI/BARRY
 DF9355  USGS QUAD   -  CLOVERDALE (1982)
 DF9355
 DF9355                         *CURRENT SURVEY CONTROL
 DF9355  ___________________________________________________________________
 DF9355* NAD 83(1986)-  42 35 18.     (N)    085 28 45.     (W)     SCALED    
 DF9355* NAVD 88     -       258.936  (meters)     849.53   (feet)  ADJUSTED  
 DF9355  ___________________________________________________________________
 DF9355  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DF9355  DYNAMIC HT  -         258.858 (meters)     849.27  (feet)  COMP
 DF9355  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 DF9355
 DF9355  VERT ORDER  -  SECOND    CLASS I
 DF9355
 DF9355.The horizontal coordinates were scaled from a topographic map and have
 DF9355.an estimated accuracy of +/- 6 seconds.
 DF9355
 DF9355.The orthometric height was determined by differential leveling
 DF9355.and adjusted by the National Geodetic Survey in March 2005..
 DF9355
 DF9355.The geoid height was determined by GEOID03.
 DF9355
 DF9355.The dynamic height is computed by dividing the NAVD 88
 DF9355.geopotential number by the normal gravity value computed on the
 DF9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9355.degrees latitude (g = 980.6199 gals.).
 DF9355
 DF9355.The modeled gravity was interpolated from observed gravity values.
 DF9355
 DF9355;                    North         East    Units  Estimated Accuracy
 DF9355;SPC MI S     -   121,490.    3,908,690.      MT  (+/- 180 meters Scaled)
 DF9355
 DF9355                          SUPERSEDED SURVEY CONTROL
 DF9355
 DF9355.No superseded survey control is available for this station.
 DF9355
 DF9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN247162(NAD 83)
 DF9355_MARKER: DV = VERTICAL CONTROL DISK
 DF9355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9355_STAMPING: 08401 2000
 DF9355_MARK LOGO: NGS   
 DF9355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9355+STABILITY: SURFACE MOTION
 DF9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9355+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF9355
 DF9355  HISTORY     - Date     Condition        Report By
 DF9355  HISTORY     - 2000     MONUMENTED       MI-015
 DF9355
 DF9355                          STATION DESCRIPTION
 DF9355
 DF9355'DESCRIBED BY BARRY COUNTY MICHIGAN 2000 (BR)
 DF9355'STATION IS LOCATED IN SECTION 4, T-2-N, R-10-W, ORANGEVILLE TOWNSHIP,
 DF9355'BARRY COUNTY, MI.  IT IS 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 DF9355'WITNESS MARKER, 3.0 FT (0.9 M) NORTHWEST OF CURVE SIGN, 37.0 FT (11.3
 DF9355'M) SOUTHWEST OF LINDSEY ROAD, 57.5 FT (17.5 M) SOUTHWEST FROM A STOP
 DF9355'SIGN ON LINDSEY ROAD, 66.0 FT (20.1 M) SOUTH OF WILDWOOD RD, TO THE
 DF9355'WEST AND 103.0 FT (31.4 M) SOUTH OF THE SOUTHERNLY ONE OF TWO RISER
 DF9355'BOXES.  TO REACH STATION FROM THE INTERSECTION OF HIGHWAY M-179 (CHIEF
 DF9355'NOONDAY RD) AND YANKEE SPRINGS ROAD (COUNTY ROAD 611) , GO SOUTH ALONG
 DF9355'YANKEE SPRINGS RD FOR 3.37 MILES (5.42 KM) TO THE INTERSECTION OF
 DF9355'WILDWOOD RD.  TURN RIGHT, GOING WEST-SOUTHWEST ON WILDWOOD RD FOR 1.0
 DF9355'MI (1.6 KM) TO THE INTERSECTION OF LINDSEY RD, AND THE STATION ON THE
 DF9355'LEFT, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9356 ***********************************************************************
 DF9356  DESIGNATION -  08402
 DF9356  PID         -  DF9356
 DF9356  STATE/COUNTY-  MI/BARRY
 DF9356  USGS QUAD   -  CLOVERDALE (1982)
 DF9356
 DF9356                         *CURRENT SURVEY CONTROL
 DF9356  ___________________________________________________________________
 DF9356* NAD 83(1986)-  42 35 17.     (N)    085 29 59.     (W)     SCALED    
 DF9356* NAVD 88     -       254.115  (meters)     833.71   (feet)  ADJUSTED  
 DF9356  ___________________________________________________________________
 DF9356  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DF9356  DYNAMIC HT  -         254.040 (meters)     833.46  (feet)  COMP
 DF9356  MODELED GRAV-     980,317.8   (mgal)                       NAVD 88
 DF9356
 DF9356  VERT ORDER  -  SECOND    CLASS I
 DF9356
 DF9356.The horizontal coordinates were scaled from a topographic map and have
 DF9356.an estimated accuracy of +/- 6 seconds.
 DF9356
 DF9356.The orthometric height was determined by differential leveling
 DF9356.and adjusted by the National Geodetic Survey in March 2005..
 DF9356
 DF9356.The geoid height was determined by GEOID03.
 DF9356
 DF9356.The dynamic height is computed by dividing the NAVD 88
 DF9356.geopotential number by the normal gravity value computed on the
 DF9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9356.degrees latitude (g = 980.6199 gals.).
 DF9356
 DF9356.The modeled gravity was interpolated from observed gravity values.
 DF9356
 DF9356;                    North         East    Units  Estimated Accuracy
 DF9356;SPC MI S     -   121,480.    3,907,010.      MT  (+/- 180 meters Scaled)
 DF9356
 DF9356                          SUPERSEDED SURVEY CONTROL
 DF9356
 DF9356.No superseded survey control is available for this station.
 DF9356
 DF9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN231161(NAD 83)
 DF9356_MARKER: DV = VERTICAL CONTROL DISK
 DF9356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9356_STAMPING: 08402 2000
 DF9356_MARK LOGO: NGS   
 DF9356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9356+STABILITY: SURFACE MOTION
 DF9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9356+SATELLITE: SATELLITE OBSERVATIONS - 2000
 DF9356
 DF9356  HISTORY     - Date     Condition        Report By
 DF9356  HISTORY     - 2000     MONUMENTED       MI-015
 DF9356
 DF9356                          STATION DESCRIPTION
 DF9356
 DF9356'DESCRIBED BY BARRY COUNTY MICHIGAN 2000 (BR)
 DF9356'STATION IS LOCATED IN SECTION 3, T-2-N, R-10-W, ORANGEVILLE TOWNSHIP,
 DF9356'BARRY COUNTY, MI.  IT IS 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS
 DF9356'MARKER, 36.0 FT (11.0 M) SOUTHERLY FROM THE SOUTHEASTERLY EDGE OF
 DF9356'BLACKTOP, 51.0 FT (15.5 M) NORTHEAST FROM A UTILITY POLE, 56.0 FT
 DF9356'(17.1 M) WEST-SOUTHWEST FROM A UTILITY POLE, AND 83.0 FT (25.3 M)
 DF9356'EASTERLY FROM A TELEPHONE RISER.  TO REACH STATION FROM THE
 DF9356'INTERSECTION OF HIGHWAY M-179 (CHIEF NOONDAY RD) AND YANKEE SPRINGS RD
 DF9356'(COUNTY ROAD 611) GO SOUTH ALONG YANKEE SPRINGS ROAD FOR 3.37 MILES
 DF9356'(5.42 KM) TO WILDWOOD ROAD.  TURN RIGHT AND GO WEST-SOUTHWEST ON
 DF9356'WILDWOOD ROAD FOR 1.85 MI (2.98 KM) TO INTERSECTION OF TURTLE ROCK
 DF9356'DRIVE WEST AND CURVE.  WILDWOOD RUNS SOUTHERLY AND THE STATION IS ON
 DF9356'LEFT ON THE INSIDE OF THE CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0062 ***********************************************************************
 NF0062  DESIGNATION -  1
 NF0062  PID         -  NF0062
 NF0062  STATE/COUNTY-  MI/INGHAM
 NF0062  USGS QUAD   -  EAST LANSING (1970)
 NF0062
 NF0062                         *CURRENT SURVEY CONTROL
 NF0062  ___________________________________________________________________
 NF0062* NAD 83(1986)-  42 43 58.     (N)    084 28 44.     (W)     SCALED    
 NF0062* NAVD 88     -       259.98   (+/-2cm)     853.0    (feet)  VERTCON   
 NF0062  ___________________________________________________________________
 NF0062  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0062
 NF0062  VERT ORDER  -  ? (See Below)
 NF0062
 NF0062.The horizontal coordinates were scaled from a topographic map and have
 NF0062.an estimated accuracy of +/- 6 seconds.
 NF0062
 NF0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0062.The vertical order pertains to the NGVD 29 superseded value.
 NF0062
 NF0062.The geoid height was determined by GEOID03.
 NF0062
 NF0062;                    North         East    Units  Estimated Accuracy
 NF0062;SPC MI S     -   136,940.    3,990,810.      MT  (+/- 180 meters Scaled)
 NF0062
 NF0062                          SUPERSEDED SURVEY CONTROL
 NF0062
 NF0062  NGVD 29 (??/??/92)  260.111  (m)          853.38   (f) ADJ UNCH    ?  
 NF0062
 NF0062.Superseded values are not recommended for survey control.
 NF0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0062.See file dsdata.txt to determine how the superseded data were derived.
 NF0062
 NF0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN063342(NAD 83)
 NF0062_MARKER: B = BOLT
 NF0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0062+STABILITY: SURFACE MOTION
 NF0062
 NF0062  HISTORY     - Date     Condition        Report By
 NF0062  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0062  HISTORY     - 1940     POOR             NGS
 NF0062  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0062
 NF0062                          STATION DESCRIPTION
 NF0062
 NF0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0062'AT EAST LANSING.
 NF0062'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0062'CAMPUS, IN FRONT OF DEAN SHAWS RESIDENCE, AND 50 FEET SOUTH OF
 NF0062'A POINT 6 FEET WEST OF THE SOUTHEAST CORNER OF THE HOSUE.  A
 NF0062'BOLT, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH
 NF0062'MARK HAS HEAVED AND ITS ELEVATION IS NO LONGER ACCURATE.
 NF0062
 NF0062                          STATION RECOVERY (1978)
 NF0062
 NF0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0052 ***********************************************************************
 SG0052  DESIGNATION -  1
 SG0052  PID         -  SG0052
 SG0052  STATE/COUNTY-  MI/HOUGHTON
 SG0052  USGS QUAD   -  CHASSELL (1975)
 SG0052
 SG0052                         *CURRENT SURVEY CONTROL
 SG0052  ___________________________________________________________________
 SG0052* NAD 83(1986)-  47 07 21.     (N)    088 34 00.     (W)     SCALED    
 SG0052* NAVD 88     -       185.288  (meters)     607.90   (feet)  ADJUSTED  
 SG0052  ___________________________________________________________________
 SG0052  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 SG0052  DYNAMIC HT  -         185.317 (meters)     607.99  (feet)  COMP
 SG0052  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 SG0052
 SG0052  VERT ORDER  -  FIRST     CLASS II
 SG0052
 SG0052.The horizontal coordinates were scaled from a topographic map and have
 SG0052.an estimated accuracy of +/- 6 seconds.
 SG0052
 SG0052.The orthometric height was determined by differential leveling
 SG0052.and adjusted by the National Geodetic Survey in June 1991..
 SG0052.WARNING-Repeat measurements at this control monument indicate possible
 SG0052.vertical movement.
 SG0052
 SG0052.The geoid height was determined by GEOID03.
 SG0052
 SG0052.The dynamic height is computed by dividing the NAVD 88
 SG0052.geopotential number by the normal gravity value computed on the
 SG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0052.degrees latitude (g = 980.6199 gals.).
 SG0052
 SG0052.The modeled gravity was interpolated from observed gravity values.
 SG0052
 SG0052;                    North         East    Units  Estimated Accuracy
 SG0052;SPC MI N     -   261,170.    7,881,130.      MT  (+/- 180 meters Scaled)
 SG0052
 SG0052                          SUPERSEDED SURVEY CONTROL
 SG0052
 SG0052  NGVD 29 (??/??/92)  185.300  (m)          607.94   (f) ADJ UNCH    1 2
 SG0052
 SG0052.Superseded values are not recommended for survey control.
 SG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0052.See file dsdata.txt to determine how the superseded data were derived.
 SG0052
 SG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT811199(NAD 83)
 SG0052_MARKER: S = SPIKE
 SG0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0052_SP_SET: FOUNDATION
 SG0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0052
 SG0052  HISTORY     - Date     Condition        Report By
 SG0052  HISTORY     - UNK      MONUMENTED       DOD
 SG0052  HISTORY     - 1948     GOOD             NGS
 SG0052  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0052
 SG0052                          STATION DESCRIPTION
 SG0052
 SG0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0052'AT HOUGHTON.
 SG0052'AT HOUGHTON, 68 FEET WEST AND ACROSS A NORTH-SOUTH STREET FROM THE
 SG0052'NORTHWEST CORNER OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 SG0052'STATION BUILDING, SET VERTICALLY IN THE EAST FACE OF THE ROCK
 SG0052'FOUNDATION OF A BRICK BUILDING ACROSS NORTH-SOUTH STREET FROM
 SG0052'RAILWAY STATION, 27 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK
 SG0052'AND 1/2 FOOT ABOVE THE SIDE WALK.  BOLT PROTRUDES ABOUT 1/2 INCH
 SG0052'OUT OF WALL.
 SG0052
 SG0052                          STATION RECOVERY (1996)
 SG0052
 SG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0052'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0669 ***********************************************************************
 NF0669  DESIGNATION -  1
 NF0669  PID         -  NF0669
 NF0669  STATE/COUNTY-  MI/KENT
 NF0669  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0669
 NF0669                         *CURRENT SURVEY CONTROL
 NF0669  ___________________________________________________________________
 NF0669* NAD 83(1986)-  42 57 48.     (N)    085 40 00.     (W)     SCALED    
 NF0669* NAVD 88     -       196.546  (meters)     644.83   (feet)  ADJUSTED  
 NF0669  ___________________________________________________________________
 NF0669  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0669  DYNAMIC HT  -         196.496 (meters)     644.67  (feet)  COMP
 NF0669  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 NF0669
 NF0669  VERT ORDER  -  SECOND    CLASS 0
 NF0669
 NF0669.The horizontal coordinates were scaled from a topographic map and have
 NF0669.an estimated accuracy of +/- 6 seconds.
 NF0669
 NF0669.The orthometric height was determined by differential leveling
 NF0669.and adjusted by the National Geodetic Survey in June 1991..
 NF0669
 NF0669.The geoid height was determined by GEOID03.
 NF0669
 NF0669.The dynamic height is computed by dividing the NAVD 88
 NF0669.geopotential number by the normal gravity value computed on the
 NF0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0669.degrees latitude (g = 980.6199 gals.).
 NF0669
 NF0669.The modeled gravity was interpolated from observed gravity values.
 NF0669
 NF0669;                    North         East    Units  Estimated Accuracy
 NF0669;SPC MI S     -   163,360.    3,893,950.      MT  (+/- 180 meters Scaled)
 NF0669
 NF0669                          SUPERSEDED SURVEY CONTROL
 NF0669
 NF0669  NGVD 29 (??/??/92)  196.687  (m)          645.30   (f) ADJ UNCH    2 0
 NF0669
 NF0669.Superseded values are not recommended for survey control.
 NF0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0669.See file dsdata.txt to determine how the superseded data were derived.
 NF0669
 NF0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN087576(NAD 83)
 NF0669_MARKER: DD = SURVEY DISK
 NF0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0669_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0669_STAMPING: 1
 NF0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0669+STABILITY: SURFACE MOTION
 NF0669
 NF0669  HISTORY     - Date     Condition        Report By
 NF0669  HISTORY     - UNK      MONUMENTED       MI2010
 NF0669  HISTORY     - 1948     GOOD             NGS
 NF0669  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0669  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0669
 NF0669                          STATION DESCRIPTION
 NF0669
 NF0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0669'AT GRAND RAPIDS.
 NF0669'AT GRAND RAPIDS, OPPSITE THE HEROLD BUILDING, AT MONUMENT SQUARE,
 NF0669'IN A GRASS PLAT, 18 1/2 FEET SOUTH OF THE SOUTH CURB OF MONROE
 NF0669'STREET, 12 1/2 FEET NORTH OF THE NORTH CURB OF FULTON STREET,
 NF0669'51 FEET EAST OF THE CIVIL WAR MONUMENT, 15.3 FEET EAST OF A
 NF0669'FLAG POLE, AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 NF0669'WITH THE GROUND.
 NF0669
 NF0669                          STATION RECOVERY (1983)
 NF0669
 NF0669'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0669'MARK NOT FOUND.
 NF0669
 NF0669                          STATION RECOVERY (2001)
 NF0669
 NF0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0669'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5812 ***********************************************************************
 AC5812  DESIGNATION -  1
 AC5812  PID         -  AC5812
 AC5812  STATE/COUNTY-  MI/KEWEENAW
 AC5812  USGS QUAD   -  POINT ISABELLE (1975)
 AC5812
 AC5812                         *CURRENT SURVEY CONTROL
 AC5812  ___________________________________________________________________
 AC5812* NAD 83(1986)-  47 22 28.     (N)    087 57 55.     (W)     SCALED    
 AC5812* NAVD 88     -       185.902  (meters)     609.91   (feet)  ADJUSTED  
 AC5812  ___________________________________________________________________
 AC5812  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AC5812  DYNAMIC HT  -         185.930 (meters)     610.01  (feet)  COMP
 AC5812  MODELED GRAV-     980,756.1   (mgal)                       NAVD 88
 AC5812
 AC5812  VERT ORDER  -  SECOND    CLASS I
 AC5812
 AC5812.The horizontal coordinates were scaled from a topographic map and have
 AC5812.an estimated accuracy of +/- 6 seconds.
 AC5812
 AC5812.The orthometric height was determined by differential leveling
 AC5812.and adjusted by the National Geodetic Survey in March 1997..
 AC5812
 AC5812.The geoid height was determined by GEOID03.
 AC5812
 AC5812.The dynamic height is computed by dividing the NAVD 88
 AC5812.geopotential number by the normal gravity value computed on the
 AC5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5812.degrees latitude (g = 980.6199 gals.).
 AC5812
 AC5812.The modeled gravity was interpolated from observed gravity values.
 AC5812
 AC5812;                    North         East    Units  Estimated Accuracy
 AC5812;SPC MI N     -   288,450.    7,927,100.      MT  (+/- 180 meters Scaled)
 AC5812
 AC5812                          SUPERSEDED SURVEY CONTROL
 AC5812
 AC5812.No superseded survey control is available for this station.
 AC5812
 AC5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT271472(NAD 83)
 AC5812_MARKER: DD = SURVEY DISK
 AC5812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5812_STAMPING: 1
 AC5812_MARK LOGO: USE   
 AC5812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5812+STABILITY: SURFACE MOTION
 AC5812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5812+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5812
 AC5812  HISTORY     - Date     Condition        Report By
 AC5812  HISTORY     - UNK      MONUMENTED       USE
 AC5812  HISTORY     - 19960717 GOOD             NGS
 AC5812
 AC5812                          STATION DESCRIPTION
 AC5812
 AC5812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5812'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5812'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.3 KM (8.25 MI) SOUTHEASTERLY
 AC5812'ALONG THE LAC LA BELLE-BETE GRISE ROAD, 109.0 M (357.6 FT) EAST OF THE
 AC5812'ROAD CENTER, 32.0 M (105.0 FT) NORTH OF A NEW WELL SITE, 0.3 M (1.0
 AC5812'FT) WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT)
 AC5812'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1018 ***********************************************************************
 AI1018  DESIGNATION -  1
 AI1018  PID         -  AI1018
 AI1018  STATE/COUNTY-  MI/CHARLEVOIX
 AI1018  USGS QUAD   -  
 AI1018
 AI1018                         *CURRENT SURVEY CONTROL
 AI1018  ___________________________________________________________________
 AI1018* NAD 83(1994)-  45 18 10.60563(N)    085 14 58.08241(W)     ADJUSTED  
 AI1018* NAVD 88     -       181.9    (meters)     597.     (feet)  GPS OBS   
 AI1018  ___________________________________________________________________
 AI1018  X           -     372,167.193 (meters)                     COMP
 AI1018  Y           -  -4,478,387.096 (meters)                     COMP
 AI1018  Z           -   4,511,196.486 (meters)                     COMP
 AI1018  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AI1018  ELLIP HEIGHT-         146.84  (meters)          (07/12/02) GPS OBS
 AI1018  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 AI1018
 AI1018  HORZ ORDER  -  FIRST
 AI1018  ELLP ORDER  -  FOURTH    CLASS I
 AI1018
 AI1018.The horizontal coordinates were established by GPS observations
 AI1018.and adjusted by the National Geodetic Survey in August 1999..
 AI1018
 AI1018.The orthometric height was determined by GPS observations and a
 AI1018.high-resolution geoid model.
 AI1018
 AI1018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1018
 AI1018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1018
 AI1018.The ellipsoidal height was determined by GPS observations
 AI1018.and is referenced to NAD 83.
 AI1018
 AI1018.The geoid height was determined by GEOID03.
 AI1018
 AI1018;                    North         East     Units Scale Factor Converg.
 AI1018;SPC MI C     -   221,093.773 5,930,767.788   MT  0.99993237   -0 37 25.0
 AI1018;SPC MI C     -   725,373.27 19,457,899.57   iFT  0.99993237   -0 37 25.0
 AI1018;UTM  16      - 5,018,095.264   637,239.572   MT  0.99983158   +1 14 40.3
 AI1018
 AI1018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1018!SPC MI C     -   0.99997698  x   0.99993237  =   0.99990935
 AI1018!UTM  16      -   0.99997698  x   0.99983158  =   0.99980856
 AI1018
 AI1018                          SUPERSEDED SURVEY CONTROL
 AI1018
 AI1018  ELLIP H (08/16/99)  146.84   (m)                       GP(       ) 3 2
 AI1018
 AI1018.Superseded values are not recommended for survey control.
 AI1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1018.See file dsdata.txt to determine how the superseded data were derived.
 AI1018
 AI1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3724018095(NAD 83)
 AI1018_MARKER: DD = SURVEY DISK
 AI1018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1018_STAMPING: 1-1998
 AI1018_MARK LOGO: WADTRI
 AI1018_PROJECTION: RECESSED 5 CENTIMETERS
 AI1018_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1018+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1018_ROD/PIPE-DEPTH: 10   meters
 AI1018_SLEEVE-DEPTH  : 10 meters
 AI1018
 AI1018  HISTORY     - Date     Condition        Report By
 AI1018  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1018
 AI1018                          STATION DESCRIPTION
 AI1018
 AI1018'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1018'DESCRIBED BY WADE-TRIM INC.  1998 FROM DRAWBRIDGE IN THE TOWN OF
 AI1018'CHARLEVOIX, 1.10 MILES (1.77 KM) SOUTH ON HIGHWAY 31 TO THE JUNCTION
 AI1018'OF HIGHWAY 31 AND M-36.  THEN SOUTHEAST ON M-66, 0.10 MILES (0.16 KM)
 AI1018'TO STOVER ROAD.  THEN EAST ON STOVER ROAD 0.40 MILES (0.64 KM) TO
 AI1018'FERRY AVE., THEN NORTH .05 MILES (0.08 KM) ON FERRY AVE.  TO STATION
 AI1018'ON RIGHT (EAST) OF CENTERLINE FERRY AVE, 81.80, 74.49 NW OF SW
 AI1018'BASKETBALL POST.  113.30 NW OF NW CORNER PUBLIC REST., 76.10 SE OF
 AI1018'FACE OF 2ND LAMP POST NORTH OF STOVER ROAD ON EAST SIDE OF FERRY AVE.
 AI1018'ALUM ROD WITH DISK DRIVEN TO POINT OF REFUSAL IN NGS BOX, STAMPED
 AI1018'NO.1-1998
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6774 ***********************************************************************
 AA6774  DESIGNATION -  1 1
 AA6774  PID         -  AA6774
 AA6774  STATE/COUNTY-  MI/WAYNE
 AA6774  USGS QUAD   -  SALEM (1980)
 AA6774
 AA6774                         *CURRENT SURVEY CONTROL
 AA6774  ___________________________________________________________________
 AA6774* NAD 83(1994)-  42 25 57.47616(N)    083 30 44.63522(W)     ADJUSTED  
 AA6774* NAVD 88     -       283.0    (meters)     928.     (feet)  GPS OBS   
 AA6774  ___________________________________________________________________
 AA6774  X           -     532,727.277 (meters)                     COMP
 AA6774  Y           -  -4,684,700.222 (meters)                     COMP
 AA6774  Z           -   4,281,362.597 (meters)                     COMP
 AA6774  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 AA6774  ELLIP HEIGHT-         249.22  (meters)          (07/12/02) GPS OBS
 AA6774  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA6774
 AA6774  HORZ ORDER  -  FIRST
 AA6774  ELLP ORDER  -  FOURTH    CLASS I
 AA6774
 AA6774.The horizontal coordinates were established by GPS observations
 AA6774.and adjusted by the National Geodetic Survey in February 1997..
 AA6774
 AA6774.The orthometric height was determined by GPS observations and a
 AA6774.high-resolution geoid model.
 AA6774
 AA6774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6774
 AA6774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6774
 AA6774.The ellipsoidal height was determined by GPS observations
 AA6774.and is referenced to NAD 83.
 AA6774
 AA6774.The geoid height was determined by GEOID03.
 AA6774
 AA6774;                    North         East     Units Scale Factor Converg.
 AA6774;SPC MI S     -   103,951.202 4,070,289.741   MT  0.99993786   +0 34 52.9
 AA6774;SPC MI S     -   341,047.25 13,353,968.97   iFT  0.99993786   +0 34 52.9
 AA6774;UTM  17      - 4,700,870.919   293,338.418   MT  1.00012551   -1 41 44.8
 AA6774
 AA6774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6774!SPC MI S     -   0.99996092  x   0.99993786  =   0.99989878
 AA6774!UTM  17      -   0.99996092  x   1.00012551  =   1.00008642
 AA6774
 AA6774                          SUPERSEDED SURVEY CONTROL
 AA6774
 AA6774  ELLIP H (02/03/97)  249.29   (m)                       GP(       ) 4 1
 AA6774  NAD 83(1986)-  42 25 57.48011(N)    083 30 44.66344(W) AD(       ) 1
 AA6774
 AA6774.Superseded values are not recommended for survey control.
 AA6774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6774.See file dsdata.txt to determine how the superseded data were derived.
 AA6774
 AA6774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9333800871(NAD 83)
 AA6774_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6774_STAMPING: 1-1 1994
 AA6774_MARK LOGO: MI-163
 AA6774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6774+STABILITY: SURFACE MOTION
 AA6774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6774+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6774
 AA6774  HISTORY     - Date     Condition        Report By
 AA6774  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6774
 AA6774                          STATION DESCRIPTION
 AA6774
 AA6774'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6774'STATION IS LOCATED APPROXIMATELY 2.0 MILESWEST OF NORTHVILLE, MICHIGAN
 AA6774'AND APPROXIMATELY 1/2 MILE NORTH OF THE INTERSECTION OF BECK ROAD AND
 AA6774'SEVEN MILE ROAD IN NORTHVILLE TOWNSHIP. TO REACH FROM THE INTERSECTION
 AA6774'OF INTERSTATE I-96 AND BECK ROAD (EXIT 160) PROCEED SOUTH FROM THE
 AA6774'INTERSECTION 5.3 MILES ON BECK ROAD TO THE "MAYBURY STATE PARK
 AA6774'HEADQUARTERS" DRIVEWAY AND THE STATION ON THE RIGHT. THE STATION IS A
 AA6774'BRASS "WAYNE COUNTY REMONUMENTATION" CAP SET IN A CONCRETE MONUMENT 12
 AA6774'INCHES IN DIAMETER AND SET FLUSH WITH GROUND. THE CENTERLINE OF BECK
 AA6774'ROAD IS N 90 E, 23.40 FEET,  THE CENTERLINE OF THE CONCRETE DRIVEWAY
 AA6774'IS S 0 W, 27.0 FEET,  A CATCH BASIN IS N 20 E, 40.8 FEET AND A HYDRANT
 AA6774'IS S 20 W, 56.58 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6765 ***********************************************************************
 AA6765  DESIGNATION -  1 2
 AA6765  PID         -  AA6765
 AA6765  STATE/COUNTY-  MI/WAYNE
 AA6765  USGS QUAD   -  SALEM (1980)
 AA6765
 AA6765                         *CURRENT SURVEY CONTROL
 AA6765  ___________________________________________________________________
 AA6765* NAD 83(1994)-  42 25 22.13981(N)    083 30 42.88023(W)     ADJUSTED  
 AA6765* NAVD 88     -       263.8    (meters)     865.     (feet)  GPS OBS   
 AA6765  ___________________________________________________________________
 AA6765  X           -     532,848.654 (meters)                     COMP
 AA6765  Y           -  -4,685,412.487 (meters)                     COMP
 AA6765  Z           -   4,280,544.763 (meters)                     COMP
 AA6765  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AA6765  ELLIP HEIGHT-         229.96  (meters)          (07/12/02) GPS OBS
 AA6765  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AA6765
 AA6765  HORZ ORDER  -  FIRST
 AA6765  ELLP ORDER  -  FOURTH    CLASS I
 AA6765
 AA6765.The horizontal coordinates were established by GPS observations
 AA6765.and adjusted by the National Geodetic Survey in February 1997..
 AA6765
 AA6765.The orthometric height was determined by GPS observations and a
 AA6765.high-resolution geoid model.
 AA6765
 AA6765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6765
 AA6765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6765
 AA6765.The ellipsoidal height was determined by GPS observations
 AA6765.and is referenced to NAD 83.
 AA6765
 AA6765.The geoid height was determined by GEOID03.
 AA6765
 AA6765;                    North         East     Units Scale Factor Converg.
 AA6765;SPC MI S     -   102,861.394 4,070,340.920   MT  0.99993921   +0 34 54.1
 AA6765;SPC MI S     -   337,471.77 13,354,136.88   iFT  0.99993921   +0 34 54.1
 AA6765;UTM  17      - 4,699,779.734   293,346.259   MT  1.00012547   -1 41 42.4
 AA6765
 AA6765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6765!SPC MI S     -   0.99996394  x   0.99993921  =   0.99990315
 AA6765!UTM  17      -   0.99996394  x   1.00012547  =   1.00008940
 AA6765
 AA6765                          SUPERSEDED SURVEY CONTROL
 AA6765
 AA6765  ELLIP H (02/03/97)  230.03   (m)                       GP(       ) 4 1
 AA6765  NAD 83(1986)-  42 25 22.14372(N)    083 30 42.90844(W) AD(       ) 1
 AA6765
 AA6765.Superseded values are not recommended for survey control.
 AA6765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6765.See file dsdata.txt to determine how the superseded data were derived.
 AA6765
 AA6765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9334699780(NAD 83)
 AA6765_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6765_STAMPING: 1-2 1994
 AA6765_MARK LOGO: MI-163
 AA6765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6765+STABILITY: SURFACE MOTION
 AA6765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6765+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6765
 AA6765  HISTORY     - Date     Condition        Report By
 AA6765  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6765
 AA6765                          STATION DESCRIPTION
 AA6765
 AA6765'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6765'STATION IS LOCATED APPROXIMATELY 2.0 MILESWEST OF NORTHVILLE, MICHIGAN
 AA6765'AT THE INTERSECTION OF BECK ROAD AND SEVEN MILE ROAD IN NORTHVILLE
 AA6765'TOWNSHIP. TO REACH FROM THE INTERSECTION OF INTERSTATE I-96 AND BECK
 AA6765'ROAD (EXIT 160) PROCEED SOUTH FROM THE INTERSECTION 5.95 MILESON BECK
 AA6765'ROAD TO SEVEN MILE ROAD AND THE MONUMENT ON THE RIGHT. THE STATION IS
 AA6765'A BRASS "WAYNE COUNTY REMONUMENTATION" CAP SET IN A CONCRETE MONUMENT
 AA6765'12 INCHES IN DIAMETER.  THE CENTERLINE OF BECK ROAD IS N 90 E, 37
 AA6765'FEET,  THE CENTERLINE OF SEVEN MILE ROAD IS N 0 W, 126.50 FEET,  A
 AA6765'POWER POLE IS S 5 E, 58.83 FEETAND A 12 INCH ELM IS S 80 E, 76.71
 AA6765'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0866 ***********************************************************************
 NE0866  DESIGNATION -  1 253 A C OF D
 NE0866  PID         -  NE0866
 NE0866  STATE/COUNTY-  MI/WAYNE
 NE0866  USGS QUAD   -  DETROIT (1980)
 NE0866
 NE0866                         *CURRENT SURVEY CONTROL
 NE0866  ___________________________________________________________________
 NE0866* NAD 83(1986)-  42 17 24.     (N)    083 07 07.     (W)     SCALED    
 NE0866* NAVD 88     -       178.797  (meters)     586.60   (feet)  ADJUSTED  
 NE0866  ___________________________________________________________________
 NE0866  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0866  DYNAMIC HT  -         178.743 (meters)     586.43  (feet)  COMP
 NE0866  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 NE0866
 NE0866  VERT ORDER  -  FIRST     CLASS II
 NE0866
 NE0866.The horizontal coordinates were scaled from a topographic map and have
 NE0866.an estimated accuracy of +/- 6 seconds.
 NE0866
 NE0866.The orthometric height was determined by differential leveling
 NE0866.and adjusted by the National Geodetic Survey in June 1991..
 NE0866
 NE0866.The geoid height was determined by GEOID03.
 NE0866
 NE0866.The dynamic height is computed by dividing the NAVD 88
 NE0866.geopotential number by the normal gravity value computed on the
 NE0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0866.degrees latitude (g = 980.6199 gals.).
 NE0866
 NE0866.The modeled gravity was interpolated from observed gravity values.
 NE0866
 NE0866;                    North         East    Units  Estimated Accuracy
 NE0866;SPC MI S     -    88,520.    4,102,920.      MT  (+/- 180 meters Scaled)
 NE0866
 NE0866                          SUPERSEDED SURVEY CONTROL
 NE0866
 NE0866  NGVD 29 (??/??/??)  178.970  (m)          587.17   (f) ADJUSTED    1 2
 NE0866
 NE0866.Superseded values are not recommended for survey control.
 NE0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0866.See file dsdata.txt to determine how the superseded data were derived.
 NE0866
 NE0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG253841(NAD 83)
 NE0866_MARKER: DD = SURVEY DISK
 NE0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0866_SP_SET: CONCRETE POST
 NE0866_STAMPING: 1.253 A
 NE0866_PROJECTION: PROJECTING 0 CENTIMETERS
 NE0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0866+STABILITY: SURFACE MOTION
 NE0866
 NE0866  HISTORY     - Date     Condition        Report By
 NE0866  HISTORY     - UNK      MONUMENTED       MI1260
 NE0866  HISTORY     - 1980     GOOD             NGS
 NE0866
 NE0866                          STATION DESCRIPTION
 NE0866
 NE0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0866'IN DETROIT.
 NE0866'IN DETROIT, AT JEFFERSON AVENUE AND WHITE STREET WHICK IS CLOSED
 NE0866'AS THE CITY SEWAGE HAS FENCED THE ROAD AND ACROSS THE AVENUE FROM
 NE0866'RAILROAD TRACK ALSO USED AS HIGHWAY BRIDGE TO ZUG ISLAND, 14.2
 NE0866'METERS (46.6 FEET) SOUTHWEST OF THE SOUTHWEST RAIL OF SPUR TRACK
 NE0866'TO ZUG ISLAND, 13.1 METERS (43.1 FEET) SOUTHEAST OF THE EAST BASE
 NE0866'OF LEG OF THE SOUTHWEST ONE OF TWO 4 LEGGED STEEL POWER TOWERS,
 NE0866'1.5 METERS (5.0 FEET) NORTHWEST OF THE NORTHWEST CURB OF JEFFERSON
 NE0866'AVENUE, AND 11.0 METERS (36.2 FEET) EAST OF THE TOP CENTER OF
 NE0866'THE FIRE HYDRANT.
 NE0866'THE MARK IS 0.13 M BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6775 ***********************************************************************
 AA6775  DESIGNATION -  1 3
 AA6775  PID         -  AA6775
 AA6775  STATE/COUNTY-  MI/WAYNE
 AA6775  USGS QUAD   -  NORTHVILLE (1980)
 AA6775
 AA6775                         *CURRENT SURVEY CONTROL
 AA6775  ___________________________________________________________________
 AA6775* NAD 83(1994)-  42 23 43.29605(N)    083 28 54.04950(W)     ADJUSTED  
 AA6775* NAVD 88     -       252.4    (meters)     828.     (feet)  GPS OBS   
 AA6775  ___________________________________________________________________
 AA6775  X           -     535,553.282 (meters)                     COMP
 AA6775  Y           -  -4,687,166.016 (meters)                     COMP
 AA6775  Z           -   4,278,285.090 (meters)                     COMP
 AA6775  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AA6775  ELLIP HEIGHT-         218.55  (meters)          (07/12/02) GPS OBS
 AA6775  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA6775
 AA6775  HORZ ORDER  -  FIRST
 AA6775  ELLP ORDER  -  FOURTH    CLASS I
 AA6775
 AA6775.The horizontal coordinates were established by GPS observations
 AA6775.and adjusted by the National Geodetic Survey in February 1997..
 AA6775
 AA6775.The orthometric height was determined by GPS observations and a
 AA6775.high-resolution geoid model.
 AA6775
 AA6775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6775
 AA6775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6775
 AA6775.The ellipsoidal height was determined by GPS observations
 AA6775.and is referenced to NAD 83.
 AA6775
 AA6775.The geoid height was determined by GEOID03.
 AA6775
 AA6775;                    North         East     Units Scale Factor Converg.
 AA6775;SPC MI S     -    99,837.533 4,072,860.685   MT  0.99994317   +0 36 08.1
 AA6775;SPC MI S     -   327,550.96 13,362,403.82   iFT  0.99994317   +0 36 08.1
 AA6775;UTM  17      - 4,696,657.614   295,744.352   MT  1.00011334   -1 40 25.8
 AA6775
 AA6775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6775!SPC MI S     -   0.99996572  x   0.99994317  =   0.99990890
 AA6775!UTM  17      -   0.99996572  x   1.00011334  =   1.00007906
 AA6775
 AA6775                          SUPERSEDED SURVEY CONTROL
 AA6775
 AA6775  ELLIP H (02/03/97)  218.62   (m)                       GP(       ) 4 1
 AA6775  NAD 83(1986)-  42 23 43.29990(N)    083 28 54.07763(W) AD(       ) 1
 AA6775
 AA6775.Superseded values are not recommended for survey control.
 AA6775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6775.See file dsdata.txt to determine how the superseded data were derived.
 AA6775
 AA6775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9574496658(NAD 83)
 AA6775_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6775_STAMPING: 1-3 1994
 AA6775_MARK LOGO: MI-163
 AA6775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6775+STABILITY: SURFACE MOTION
 AA6775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6775+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6775
 AA6775  HISTORY     - Date     Condition        Report By
 AA6775  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6775
 AA6775                          STATION DESCRIPTION
 AA6775
 AA6775'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6775'STATION IS LOCATED APPROXIMATELY 2 MILESNORTH AND 3 MILESWEST OF
 AA6775'PLYMOUTH, MICHIGAN AT SHELDON ROAD AND FIVE MILE ROAD. TO REACH FROM
 AA6775'THE INTERSECTION OF M-14 AND SHELDON ROAD (EXIT 20) PROCEED NORTH ON
 AA6775'SHELDON ROAD FOR 0.60 MILESTO FIVE MILE ROAD AND THE STATION AT THE
 AA6775'SOUTHWEST QUADRANT OF INTERSECTION AT A "SPEEDWAY" GAS STATION. THE
 AA6775'STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN A 12 INCH DIAMETER
 AA6775'CONCRETE MONUMENT AND FLUSH WITH THE GROUND.  CENTERLINE OF SHELDON
 AA6775'ROAD IS N 90 E, 33.30 FEET, CENTERLINE OF FIVE MILE ROAD IS N 0 W,
 AA6775'132.91 FEET, A POWER POLE  LIES N 20 W, 79.31 FEET, THE NORTHEAST
 AA6775'CORNER OF A SIGN BASE LIES S 45 W, 37.11 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0867 ***********************************************************************
 NE0867  DESIGNATION -  1 354 A C OF D
 NE0867  PID         -  NE0867
 NE0867  STATE/COUNTY-  MI/WAYNE
 NE0867  USGS QUAD   -  DETROIT (1980)
 NE0867
 NE0867                         *CURRENT SURVEY CONTROL
 NE0867  ___________________________________________________________________
 NE0867* NAD 83(1986)-  42 17 36.     (N)    083 06 41.     (W)     SCALED    
 NE0867* NAVD 88     -       179.212  (meters)     587.96   (feet)  ADJUSTED  
 NE0867  ___________________________________________________________________
 NE0867  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0867  DYNAMIC HT  -         179.158 (meters)     587.79  (feet)  COMP
 NE0867  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 NE0867
 NE0867  VERT ORDER  -  FIRST     CLASS II
 NE0867
 NE0867.The horizontal coordinates were scaled from a topographic map and have
 NE0867.an estimated accuracy of +/- 6 seconds.
 NE0867
 NE0867.The orthometric height was determined by differential leveling
 NE0867.and adjusted by the National Geodetic Survey in June 1991..
 NE0867
 NE0867.The geoid height was determined by GEOID03.
 NE0867
 NE0867.The dynamic height is computed by dividing the NAVD 88
 NE0867.geopotential number by the normal gravity value computed on the
 NE0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0867.degrees latitude (g = 980.6199 gals.).
 NE0867
 NE0867.The modeled gravity was interpolated from observed gravity values.
 NE0867
 NE0867;                    North         East    Units  Estimated Accuracy
 NE0867;SPC MI S     -    88,890.    4,103,510.      MT  (+/- 180 meters Scaled)
 NE0867
 NE0867                          SUPERSEDED SURVEY CONTROL
 NE0867
 NE0867  NGVD 29 (??/??/??)  179.385  (m)          588.53   (f) ADJUSTED    1 2
 NE0867
 NE0867.Superseded values are not recommended for survey control.
 NE0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0867.See file dsdata.txt to determine how the superseded data were derived.
 NE0867
 NE0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG259845(NAD 83)
 NE0867_MARKER: DD = SURVEY DISK
 NE0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0867_SP_SET: CONCRETE POST
 NE0867_STAMPING: 1-354-A
 NE0867_PROJECTION: FLUSH
 NE0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0867+STABILITY: SURFACE MOTION
 NE0867
 NE0867  HISTORY     - Date     Condition        Report By
 NE0867  HISTORY     - UNK      MONUMENTED       MI1260
 NE0867  HISTORY     - 1980     GOOD             NGS
 NE0867
 NE0867                          STATION DESCRIPTION
 NE0867
 NE0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0867'IN DETROIT.
 NE0867'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND CROSSLEY
 NE0867'STREET, AT THE NORTH CORNER OF THE JUNCTION AND IN THE 700 BLOCK
 NE0867'OF WEST JEFFERSON AVENUE, 3.9 METERS (12.9 FEET) NORTHEAST OF THE
 NE0867'NORTHEAST CURB OF CROSSLEY STREET, 2.8 METERS (9.2 FEET)NORTHEAST
 NE0867'OF THE NORTHWEST CURB OF WEST JEFFERSON AVENUE, AND 3.1 METERS
 NE0867'(10.2 FEET) EAST OF THE TOP OF A FIRE HYDRANT.
 NE0867'THE MARK IS 0.15 M BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6772 ***********************************************************************
 AA6772  DESIGNATION -  1 4
 AA6772  PID         -  AA6772
 AA6772  STATE/COUNTY-  MI/WAYNE
 AA6772  USGS QUAD   -  NORTHVILLE (1980)
 AA6772
 AA6772                         *CURRENT SURVEY CONTROL
 AA6772  ___________________________________________________________________
 AA6772* NAD 83(1994)-  42 23 12.83343(N)    083 28 51.44985(W)     ADJUSTED  
 AA6772* NAVD 88     -       245.6    (meters)     806.     (feet)  GPS OBS   
 AA6772  ___________________________________________________________________
 AA6772  X           -     535,683.729 (meters)                     COMP
 AA6772  Y           -  -4,687,783.851 (meters)                     COMP
 AA6772  Z           -   4,277,586.227 (meters)                     COMP
 AA6772  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 AA6772  ELLIP HEIGHT-         211.68  (meters)          (07/12/02) GPS OBS
 AA6772  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA6772
 AA6772  HORZ ORDER  -  FIRST
 AA6772  ELLP ORDER  -  FOURTH    CLASS I
 AA6772
 AA6772.The horizontal coordinates were established by GPS observations
 AA6772.and adjusted by the National Geodetic Survey in February 1997..
 AA6772
 AA6772.The orthometric height was determined by GPS observations and a
 AA6772.high-resolution geoid model.
 AA6772
 AA6772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6772
 AA6772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6772
 AA6772.The ellipsoidal height was determined by GPS observations
 AA6772.and is referenced to NAD 83.
 AA6772
 AA6772.The geoid height was determined by GEOID03.
 AA6772
 AA6772;                    North         East     Units Scale Factor Converg.
 AA6772;SPC MI S     -    98,898.314 4,072,930.023   MT  0.99994443   +0 36 09.9
 AA6772;SPC MI S     -   324,469.53 13,362,631.31   iFT  0.99994443   +0 36 09.9
 AA6772;UTM  17      - 4,695,716.224   295,776.342   MT  1.00011318   -1 40 23.1
 AA6772
 AA6772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6772!SPC MI S     -   0.99996680  x   0.99994443  =   0.99991123
 AA6772!UTM  17      -   0.99996680  x   1.00011318  =   1.00007998
 AA6772
 AA6772                          SUPERSEDED SURVEY CONTROL
 AA6772
 AA6772  ELLIP H (02/03/97)  211.74   (m)                       GP(       ) 4 1
 AA6772  NAD 83(1986)-  42 23 12.83735(N)    083 28 51.47777(W) AD(       ) 1
 AA6772
 AA6772.Superseded values are not recommended for survey control.
 AA6772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6772.See file dsdata.txt to determine how the superseded data were derived.
 AA6772
 AA6772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9577695716(NAD 83)
 AA6772_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6772_STAMPING: 1-4 1994
 AA6772_MARK LOGO: MI-163
 AA6772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6772+STABILITY: SURFACE MOTION
 AA6772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6772+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AA6772
 AA6772  HISTORY     - Date     Condition        Report By
 AA6772  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6772  HISTORY     - 20011212 GOOD             INDIV
 AA6772  HISTORY     - 20021212 GOOD             INDIV
 AA6772  HISTORY     - 20031125 GOOD             INDIV
 AA6772  HISTORY     - 20041209 GOOD             INDIV
 AA6772
 AA6772                          STATION DESCRIPTION
 AA6772
 AA6772'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6772'STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTH AND 3 MILESWEST OF
 AA6772'PLYMOUTH, MICHIGAN ON SHELDON ROAD JUST NORTH OF M-14 INTERCHANGE. TO
 AA6772'REACH FROM THE INTERSECTION OF M-14 AND SHELDON ROAD (EXIT 20) PROCEED
 AA6772'NORTH ON SHELDON ROAD FOR 0.02 MILESTO THE MONUMENT IN THE MEDIAN
 AA6772'BETWEEN NORTH AND SOUTH BOUND SHELDON ROAD.  THE MONUMENT IS 12
 AA6772'FEETSOUTH OF A "FORD" SIGN ON THE WEST SIDE OF SHELDON. THE STATION IS
 AA6772'A BRASS "WAYNE COUNTY REMON" CAP SET IN A 12 INCH DIAMETER CONCRETE
 AA6772'MONUMENT AND FLUSH WITH THE GROUND.  CENTERLINE OF NORTHBOUND SHELDON
 AA6772'ROAD IS N 90 E, 39.25 FEET, CENTERLINE OF SOUTHBOUND SHELDON ROAD IS N
 AA6772'90 W, 50.10 FEET, THE CENTERLINE OF A CROSSOVER IS S 0 W, 51.53 FEET,
 AA6772'A WARNING SIGN FOR UNDERGROUND GAS IS S 70 E, 13.11 FEET.
 AA6772
 AA6772                          STATION RECOVERY (2001)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
 AA6772
 AA6772                          STATION RECOVERY (2002)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
 AA6772
 AA6772                          STATION RECOVERY (2003)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6772'RECOVERED IN GOOD CONDITION.
 AA6772
 AA6772                          STATION RECOVERY (2004)
 AA6772
 AA6772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6772'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0509 ***********************************************************************
 RJ0509  DESIGNATION -  1 GDS
 RJ0509  PID         -  RJ0509
 RJ0509  STATE/COUNTY-  MI/MACKINAC
 RJ0509  USGS QUAD   -  GOULD CITY (1973)
 RJ0509
 RJ0509                         *CURRENT SURVEY CONTROL
 RJ0509  ___________________________________________________________________
 RJ0509* NAD 83(1986)-  46 06 04.     (N)    085 44 17.     (W)     SCALED    
 RJ0509* NAVD 88     -       231.044  (meters)     758.02   (feet)  ADJUSTED  
 RJ0509  ___________________________________________________________________
 RJ0509  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0509  DYNAMIC HT  -         231.056 (meters)     758.06  (feet)  COMP
 RJ0509  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RJ0509
 RJ0509  VERT ORDER  -  FIRST     CLASS 0
 RJ0509
 RJ0509.The horizontal coordinates were scaled from a topographic map and have
 RJ0509.an estimated accuracy of +/- 6 seconds.
 RJ0509
 RJ0509.The orthometric height was determined by differential leveling
 RJ0509.and adjusted by the National Geodetic Survey in June 1991..
 RJ0509
 RJ0509.The geoid height was determined by GEOID03.
 RJ0509
 RJ0509.The dynamic height is computed by dividing the NAVD 88
 RJ0509.geopotential number by the normal gravity value computed on the
 RJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0509.degrees latitude (g = 980.6199 gals.).
 RJ0509
 RJ0509.The modeled gravity was interpolated from observed gravity values.
 RJ0509
 RJ0509;                    North         East    Units  Estimated Accuracy
 RJ0509;SPC MI N     -   147,240.    8,097,560.      MT  (+/- 180 meters Scaled)
 RJ0509
 RJ0509                          SUPERSEDED SURVEY CONTROL
 RJ0509
 RJ0509  NGVD 29 (??/??/92)  231.081  (m)          758.14   (f) ADJ UNCH    1 0
 RJ0509
 RJ0509.Superseded values are not recommended for survey control.
 RJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0509.See file dsdata.txt to determine how the superseded data were derived.
 RJ0509
 RJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES975060(NAD 83)
 RJ0509_MARKER: DB = BENCH MARK DISK
 RJ0509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0509_SP_SET: CONCRETE FOUNDATION
 RJ0509_STAMPING: 1 GDS 1972
 RJ0509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0509+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0509
 RJ0509  HISTORY     - Date     Condition        Report By
 RJ0509  HISTORY     - 1972     MONUMENTED       USGS
 RJ0509  HISTORY     - 1973     GOOD             NGS
 RJ0509  HISTORY     - 19950530 MARK NOT FOUND   USPSQD
 RJ0509  HISTORY     - 19950816 GOOD             USPSQD
 RJ0509  HISTORY     - 20010915 GOOD             JCLS
 RJ0509  HISTORY     - 20021030 GOOD             MIDT
 RJ0509  HISTORY     - 20040416 GOOD             USPSQD
 RJ0509  HISTORY     - 20060915 GOOD             USPSQD
 RJ0509
 RJ0509                          STATION DESCRIPTION
 RJ0509
 RJ0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 RJ0509'2.4 MI NW FROM GOULD CITY.
 RJ0509'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0509'OFFICE AT GOULD CITY, THENCE 2 MILES WEST ALONG U.S. HIGHWAY
 RJ0509'2, 90 FEET NORTHWEST OF THE INTERSECTION OF COUNTY ROADS H 33
 RJ0509'AND 1133, 59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 73
 RJ0509'FEET SOUTH OF THE SOUTHWEST CORNER OF RUDYS BAIT SHOP AND
 RJ0509'HARDWARE BUILDING, 67 1/2 FEET WEST OF THE CENTER LINE OF COUNTY
 RJ0509'ROAD H 33, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 RJ0509'2-BY-2-FOOT CONCRETE FOUNDATION FOR AN ABANDONED SERVICE STATION
 RJ0509'SIGN, ABOUT LEVEL WITH THE HIGHWAY AND PROJECTS 8 INCHES ABOVE
 RJ0509'THE LEVEL OF THE GROUND AT THE HIGHEST POINT.  SEC 4, T 43 N,
 RJ0509'R 11 W.
 RJ0509
 RJ0509                          STATION RECOVERY (1995)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0509'MARK NOT FOUND.
 RJ0509
 RJ0509                          STATION RECOVERY (1995)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0509'RECOVERED IN GOOD CONDITION.
 RJ0509
 RJ0509                          STATION RECOVERY (2001)
 RJ0509
 RJ0509'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RJ0509'RECOVERED AS DESCRIBED.
 RJ0509
 RJ0509                          STATION RECOVERY (2002)
 RJ0509
 RJ0509'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0509'RECOVERED AS DESCRIBED
 RJ0509
 RJ0509                          STATION RECOVERY (2004)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0509'RECOVERED IN GOOD CONDITION.
 RJ0509
 RJ0509                          STATION RECOVERY (2006)
 RJ0509
 RJ0509'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0081 ***********************************************************************
 QK0081  DESIGNATION -  1 R 24 A
 QK0081  PID         -  QK0081
 QK0081  STATE/COUNTY-  MI/EMMET
 QK0081  USGS QUAD   -  
 QK0081
 QK0081                         *CURRENT SURVEY CONTROL
 QK0081  ___________________________________________________________________
 QK0081* NAD 83(1986)-  45 25 17.     (N)    084 49 13.     (W)     SCALED    
 QK0081* NAVD 88     -       182.857  (meters)     599.92   (feet)  ADJUSTED  
 QK0081  ___________________________________________________________________
 QK0081  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0081  DYNAMIC HT  -         182.856 (meters)     599.92  (feet)  COMP
 QK0081  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 QK0081
 QK0081  VERT ORDER  -  FIRST     CLASS I
 QK0081
 QK0081.The horizontal coordinates were scaled from a topographic map and have
 QK0081.an estimated accuracy of +/- 6 seconds.
 QK0081
 QK0081.The orthometric height was determined by differential leveling
 QK0081.and adjusted by the National Geodetic Survey in June 1991..
 QK0081
 QK0081.The geoid height was determined by GEOID03.
 QK0081
 QK0081.The dynamic height is computed by dividing the NAVD 88
 QK0081.geopotential number by the normal gravity value computed on the
 QK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0081.degrees latitude (g = 980.6199 gals.).
 QK0081
 QK0081.The modeled gravity was interpolated from observed gravity values.
 QK0081
 QK0081;                    North         East    Units  Estimated Accuracy
 QK0081;SPC MI C     -   233,980.    5,964,500.      MT  (+/- 180 meters Scaled)
 QK0081
 QK0081                          SUPERSEDED SURVEY CONTROL
 QK0081
 QK0081.No superseded survey control is available for this station.
 QK0081
 QK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR705320(NAD 83)
 QK0081_MARKER: Z = SEE DESCRIPTION
 QK0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0081_SP_SET: CULVERT
 QK0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0081
 QK0081  HISTORY     - Date     Condition        Report By
 QK0081  HISTORY     - 1973     MONUMENTED       USLS
 QK0081  HISTORY     - 1973     GOOD             USLS
 QK0081
 QK0081                          STATION DESCRIPTION
 QK0081
 QK0081'DESCRIBED BY US LAKE SURVEY 1973
 QK0081'AT ODEN.
 QK0081'IR 24 A IS AT ODEN, EMMET COUNTY, MICHIGAN, 2.6 MILES SOUTH AND WEST
 QK0081'ALONG HWY. U.S. 31 FROM ITS JUNCTION WITH HWY. M-68 IN ALANSON,
 QK0081'OPPOSITE A MICHIGAN STATE HWY. DEPT. TOURIST PARK, 29 FEET
 QK0081'EAST OF CENTERLINE OF BIRCHWOOD POINT ROAD, 22 FEET SOUTH OF
 QK0081'CENTERLINE OF HWY. U.S. 31, 1.5 FEET EAST OF WEST FACE AND
 QK0081'0.4 FEET NORTH OF SOUTH FACE OF CONCRETE CULVERT, BEING HIGHEST
 QK0081'POINT ON TOP OF A 1/2-INCH DIAMETER BRASS ROD SET INTO THE
 QK0081'TOP OF THE CULVERT.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0081'IR 24 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1333 ***********************************************************************
 RJ1333  DESIGNATION -  1 R BIP+325
 RJ1333  PID         -  RJ1333
 RJ1333  STATE/COUNTY-  MI/CHIPPEWA
 RJ1333  USGS QUAD   -  BRIMLEY (1975)
 RJ1333
 RJ1333                         *CURRENT SURVEY CONTROL
 RJ1333  ___________________________________________________________________
 RJ1333* NAD 83(1994)-  46 26 38.15420(N)    084 35 24.97749(W)     ADJUSTED  
 RJ1333* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 RJ1333  ___________________________________________________________________
 RJ1333  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RJ1333  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 RJ1333
 RJ1333  HORZ ORDER  -  SECOND
 RJ1333
 RJ1333.The horizontal coordinates were established by classical geodetic methods
 RJ1333.and adjusted by the National Geodetic Survey in February 1997..
 RJ1333
 RJ1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1333
 RJ1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1333
 RJ1333.The geoid height was determined by GEOID03.
 RJ1333
 RJ1333;                    North         East     Units Scale Factor Converg.
 RJ1333;SPC MI N     -   187,380.136 8,185,121.261   MT  0.99990666   +1 44 30.2
 RJ1333;SPC MI N     -   614,764.23 26,854,072.38   iFT  0.99990666   +1 44 30.2
 RJ1333;UTM  16      - 5,146,194.795   685,090.311   MT  1.00002112   +1 44 48.6
 RJ1333
 RJ1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1333!SPC MI N     -   0.99997667  x   0.99990666  =   0.99988333
 RJ1333!UTM  16      -   0.99997667  x   1.00002112  =   0.99999778
 RJ1333
 RJ1333                          SUPERSEDED SURVEY CONTROL
 RJ1333
 RJ1333  NAD 83(1986)-  46 26 38.14630(N)    084 35 24.97513(W) AD(       ) 2
 RJ1333  NGVD 29 (05/22/90)  185.2    (m)          608.     (f) VERT ANG       
 RJ1333
 RJ1333.Superseded values are not recommended for survey control.
 RJ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1333.See file dsdata.txt to determine how the superseded data were derived.
 RJ1333
 RJ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8509046195(NAD 83)
 RJ1333_MARKER: DS = TRIANGULATION STATION DISK
 RJ1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1333_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1333+STABILITY: SURFACE MOTION
 RJ1333
 RJ1333  HISTORY     - Date     Condition        Report By
 RJ1333  HISTORY     - 1981     MONUMENTED       USLS
 RJ1333  HISTORY     - 1988     GOOD             USE
 RJ1333
 RJ1333                          STATION DESCRIPTION
 RJ1333
 RJ1333'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1333'THE STATION IS LOCATED ABOUT 19.5 KM (12.1 MI) WEST-SOUTHWEST OF
 RJ1333'SAULT STE MARIE.
 RJ1333'1 KM (2.8 MI) NORTH-NORTHWEST OF BRIMLEY
 RJ1333'IN FRAC SECTION 29 T47N R2W
 RJ1333'OWNERSHIP--CARL AND ROSE AYOTTE AND MARGARET SEREDA
 RJ1333'
 RJ1333'TO REACH THE STATION FROM THE INTERSECTION OF M 221 (BAY STREET) AND
 RJ1333'BAY VIEW ROAD, GO EAST 6.2 KM (3.85 MI) ON BAY VIEW ROAD, TURN
 RJ1333'RIGHT AND GO 0.7 KM (0.45 MI) ON CHIPPEWA LANDING ROAD, CONTINUING
 RJ1333'STRAIGHT FOR 0.6 KM (0.4 MI) ON GRAVEL ROAD TO GATE BARRING DRIVE,
 RJ1333'THEN WALK 152 M (500 FT) TO STATION.
 RJ1333'
 RJ1333'THE STATION IS A STANDARD USLS DISK
 RJ1333'STAMPED---1R---,
 RJ1333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1333'FLUSH WITH GROUND.  LOCATED
 RJ1333'61 METERS (200 FT) EAST FROM A BUILDING
 RJ1333'AND 9 METERS (32 FT) FROM THE WATERS EDGE.
 RJ1333'
 RJ1333'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1270 ***********************************************************************
 RJ1270  DESIGNATION -  1 SLC+089
 RJ1270  PID         -  RJ1270
 RJ1270  STATE/COUNTY-  MI/CHIPPEWA
 RJ1270  USGS QUAD   -  BARBEAU (1975)
 RJ1270
 RJ1270                         *CURRENT SURVEY CONTROL
 RJ1270  ___________________________________________________________________
 RJ1270* NAD 83(1994)-  46 30 07.87977(N)    084 20 41.84471(W)     ADJUSTED  
 RJ1270* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 RJ1270  ___________________________________________________________________
 RJ1270  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 RJ1270  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ1270
 RJ1270  HORZ ORDER  -  SECOND
 RJ1270
 RJ1270.The horizontal coordinates were established by classical geodetic methods
 RJ1270.and adjusted by the National Geodetic Survey in February 1997..
 RJ1270
 RJ1270.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1270
 RJ1270.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1270
 RJ1270.The geoid height was determined by GEOID03.
 RJ1270
 RJ1270;                    North         East     Units Scale Factor Converg.
 RJ1270;SPC MI N     -   194,453.840 8,203,743.374   MT  0.99990998   +1 55 08.5
 RJ1270;SPC MI N     -   637,971.92 26,915,168.55   iFT  0.99990998   +1 55 08.5
 RJ1270;UTM  16      - 5,153,271.660   703,714.562   MT  1.00011014   +1 55 35.9
 RJ1270
 RJ1270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1270!SPC MI N     -   0.99997769  x   0.99990998  =   0.99988767
 RJ1270!UTM  16      -   0.99997769  x   1.00011014  =   1.00008783
 RJ1270
 RJ1270                          SUPERSEDED SURVEY CONTROL
 RJ1270
 RJ1270  NAD 83(1986)-  46 30 07.87161(N)    084 20 41.84296(W) AD(       ) 2
 RJ1270  NGVD 29 (05/22/90)  178.9    (m)          587.     (f) VERT ANG       
 RJ1270
 RJ1270.Superseded values are not recommended for survey control.
 RJ1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1270.See file dsdata.txt to determine how the superseded data were derived.
 RJ1270
 RJ1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0371553272(NAD 83)
 RJ1270_MARKER: DS = TRIANGULATION STATION DISK
 RJ1270_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1270+WITH SETTING: PAVEMENT
 RJ1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1270+STABILITY: SURFACE MOTION
 RJ1270
 RJ1270  HISTORY     - Date     Condition        Report By
 RJ1270  HISTORY     - 1988     MONUMENTED       USE
 RJ1270
 RJ1270                          STATION DESCRIPTION
 RJ1270
 RJ1270'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1270'THE STATION IS LOCATED IN THE AMERICAN LOCKS, SAULT STE MARIE MI,
 RJ1270'OWNERSHIP---UNITED STATES CORPS OF ENGINEERS
 RJ1270'
 RJ1270'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE U.S. CORPS OF
 RJ1270'ENGINEERS LOCKS, GO EAST FOR 0.3 KM (0.2 MI) ALONG THE SOUTH SIDE
 RJ1270'OF THE MAC ARTHUR LOCK TO THE STATION.
 RJ1270'
 RJ1270'THE STATION IS A STANDARD COE DISK
 RJ1270'THAT IS STAMPED---1---,
 RJ1270'SET INTO THE CONCRETE PIER FLUSH WITH THE GROUND, LOCATED
 RJ1270'15.2 METERS (50 FT) NORTHWEST  OF THE NORTHWEST CORNER OF THE U.S.
 RJ1270'ARMY COE WAREHOUSE AND 0.5 METERS (1.9 FT) IN FROM THE EDGE OF THE
 RJ1270'PIER.
 RJ1270'
 RJ1270'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0267 ***********************************************************************
 QK0267  DESIGNATION -  1 USLS
 QK0267  PID         -  QK0267
 QK0267  STATE/COUNTY-  MI/CHEBOYGAN
 QK0267  USGS QUAD   -  ST IGNACE (1976)
 QK0267
 QK0267                         *CURRENT SURVEY CONTROL
 QK0267  ___________________________________________________________________
 QK0267* NAD 83(1986)-  45 47 17.     (N)    084 43 53.     (W)     SCALED    
 QK0267* NAVD 88     -       179.895  (meters)     590.21   (feet)  ADJUSTED  
 QK0267  ___________________________________________________________________
 QK0267  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0267  DYNAMIC HT  -         179.900 (meters)     590.22  (feet)  COMP
 QK0267  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 QK0267
 QK0267  VERT ORDER  -  FIRST     CLASS 0
 QK0267
 QK0267.The horizontal coordinates were scaled from a topographic map and have
 QK0267.an estimated accuracy of +/- 6 seconds.
 QK0267
 QK0267.The orthometric height was determined by differential leveling
 QK0267.and adjusted by the National Geodetic Survey in June 1991..
 QK0267
 QK0267.The geoid height was determined by GEOID03.
 QK0267
 QK0267.The dynamic height is computed by dividing the NAVD 88
 QK0267.geopotential number by the normal gravity value computed on the
 QK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0267.degrees latitude (g = 980.6199 gals.).
 QK0267
 QK0267.The modeled gravity was interpolated from observed gravity values.
 QK0267
 QK0267;                    North         East    Units  Estimated Accuracy
 QK0267;SPC MI C     -   274,700.    5,971,640.      MT  (+/- 180 meters Scaled)
 QK0267
 QK0267                          SUPERSEDED SURVEY CONTROL
 QK0267
 QK0267  NGVD 29 (??/??/92)  179.906  (m)          590.24   (f) ADJ UNCH    1 0
 QK0267
 QK0267.Superseded values are not recommended for survey control.
 QK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0267.See file dsdata.txt to determine how the superseded data were derived.
 QK0267
 QK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR763730(NAD 83)
 QK0267_MARKER: Z = SEE DESCRIPTION
 QK0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0267_SP_SET: STONE
 QK0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0267
 QK0267  HISTORY     - Date     Condition        Report By
 QK0267  HISTORY     - 1901     MONUMENTED       USLS
 QK0267  HISTORY     - 1973     GOOD             USLS
 QK0267  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0267
 QK0267                          STATION DESCRIPTION
 QK0267
 QK0267'DESCRIBED BY US LAKE SURVEY 1973
 QK0267'AT MACKINAW CITY.
 QK0267'NO 1 IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, AT OLD POINT
 QK0267'MACKINAC LIGHTHOUSE, ON NORTH FACE OF THE LIGHT TOWER, BELOW
 QK0267'AND ABOUT 2 FEET WEST OF A SLOT WINDOW IN THE TOWER, 1-1/2 FEET
 QK0267'ABOVE THE GROUND, BEING LEVEL TOP OF A SQUARE ON A SHELF CUT
 QK0267'IN THE ROUGH STONE FACE, THE LETTER B BEING CUT ABOVE EAST END
 QK0267'OF THE SHELF.  NOTE-- PREV. DESIG. NO 1 1901.
 QK0267
 QK0267                          STATION RECOVERY (1983)
 QK0267
 QK0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0267'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8000 ***********************************************************************
 AE8000  DESIGNATION -  10
 AE8000  PID         -  AE8000
 AE8000  STATE/COUNTY-  MI/CHIPPEWA
 AE8000  USGS QUAD   -  BARBEAU (1975)
 AE8000
 AE8000                         *CURRENT SURVEY CONTROL
 AE8000  ___________________________________________________________________
 AE8000* NAD 83(1986)-  46 30 08.     (N)    084 20 31.     (W)     SCALED    
 AE8000* NAVD 88     -       178.746  (meters)     586.44   (feet)  ADJUSTED  
 AE8000  ___________________________________________________________________
 AE8000  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 AE8000  DYNAMIC HT  -         178.756 (meters)     586.47  (feet)  COMP
 AE8000  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 AE8000
 AE8000  VERT ORDER  -  SECOND    CLASS I
 AE8000
 AE8000.The horizontal coordinates were scaled from a topographic map and have
 AE8000.an estimated accuracy of +/- 6 seconds.
 AE8000
 AE8000.The orthometric height was determined by differential leveling
 AE8000.and adjusted by the National Geodetic Survey in April 1998..
 AE8000
 AE8000.The geoid height was determined by GEOID03.
 AE8000
 AE8000.The dynamic height is computed by dividing the NAVD 88
 AE8000.geopotential number by the normal gravity value computed on the
 AE8000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8000.degrees latitude (g = 980.6199 gals.).
 AE8000
 AE8000.The modeled gravity was interpolated from observed gravity values.
 AE8000
 AE8000;                    North         East    Units  Estimated Accuracy
 AE8000;SPC MI N     -   194,470.    8,203,970.      MT  (+/- 180 meters Scaled)
 AE8000
 AE8000                          SUPERSEDED SURVEY CONTROL
 AE8000
 AE8000.No superseded survey control is available for this station.
 AE8000
 AE8000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS039532(NAD 83)
 AE8000_MARKER: DD = SURVEY DISK
 AE8000_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE8000_SP_SET: BULKHEAD
 AE8000_STAMPING: 10
 AE8000_MARK LOGO: USE   
 AE8000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8000+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997
 AE8000
 AE8000  HISTORY     - Date     Condition        Report By
 AE8000  HISTORY     - UNK      MONUMENTED       USE
 AE8000  HISTORY     - 19970806 GOOD             NOS
 AE8000
 AE8000                          STATION DESCRIPTION
 AE8000
 AE8000'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 AE8000'IN SAULT STE.  MARIE ON THE DOWN RIVER END OF THE LOCKS NEAR THE CORP
 AE8000'OF ENGINEERS BOAT BASIN, A U.S.  STE.  MARYS RIVER DISK SET FLUSH IN
 AE8000'THE CONCRETE BULKHEAD AT THE NORTH END OF THE LOCKS, 18.48 M (60.63
 AE8000'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE INSIDE CORNER OF THE BOAT
 AE8000'BASIN, 7.29 M (23.92 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 AE8000'BUILDING, 1.07 M (3.51 FT) EAST OF THE FACE OF THE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6829 ***********************************************************************
 AA6829  DESIGNATION -  10 1
 AA6829  PID         -  AA6829
 AA6829  STATE/COUNTY-  MI/WAYNE
 AA6829  USGS QUAD   -  DETROIT (1980)
 AA6829
 AA6829                         *CURRENT SURVEY CONTROL
 AA6829  ___________________________________________________________________
 AA6829* NAD 83(1994)-  42 21 39.70976(N)    083 05 51.86262(W)     ADJUSTED  
 AA6829* NAVD 88     -       191.2    (meters)     627.     (feet)  GPS OBS   
 AA6829  ___________________________________________________________________
 AA6829  X           -     567,253.288 (meters)                     COMP
 AA6829  Y           -  -4,685,978.545 (meters)                     COMP
 AA6829  Z           -   4,275,426.477 (meters)                     COMP
 AA6829  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AA6829  ELLIP HEIGHT-         156.88  (meters)          (07/12/02) GPS OBS
 AA6829  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AA6829
 AA6829  HORZ ORDER  -  FIRST
 AA6829  ELLP ORDER  -  FOURTH    CLASS I
 AA6829
 AA6829.The horizontal coordinates were established by GPS observations
 AA6829.and adjusted by the National Geodetic Survey in February 1997..
 AA6829
 AA6829.The orthometric height was determined by GPS observations and a
 AA6829.high-resolution geoid model.
 AA6829
 AA6829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6829
 AA6829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6829
 AA6829.The ellipsoidal height was determined by GPS observations
 AA6829.and is referenced to NAD 83.
 AA6829
 AA6829.The geoid height was determined by GEOID03.
 AA6829
 AA6829;                    North         East     Units Scale Factor Converg.
 AA6829;SPC MI S     -    96,429.160 4,104,525.867   MT  0.99994842   +0 51 48.8
 AA6829;SPC MI S     -   316,368.64 13,466,292.21   iFT  0.99994842   +0 51 48.8
 AA6829;UTM  17      - 4,691,993.594   327,252.054   MT  0.99996718   -1 24 49.7
 AA6829
 AA6829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6829!SPC MI S     -   0.99997540  x   0.99994842  =   0.99992382
 AA6829!UTM  17      -   0.99997540  x   0.99996718  =   0.99994258
 AA6829
 AA6829                          SUPERSEDED SURVEY CONTROL
 AA6829
 AA6829  ELLIP H (02/03/97)  156.92   (m)                       GP(       ) 4 1
 AA6829  NAD 83(1986)-  42 21 39.71445(N)    083 05 51.89316(W) AD(       ) 1
 AA6829
 AA6829.Superseded values are not recommended for survey control.
 AA6829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6829.See file dsdata.txt to determine how the superseded data were derived.
 AA6829
 AA6829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2725291994(NAD 83)
 AA6829_MARKER: DD = SURVEY DISK
 AA6829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6829_STAMPING: 10-1 1994
 AA6829_MARK LOGO: MI-163
 AA6829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6829+STABILITY: SURFACE MOTION
 AA6829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6829+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2005
 AA6829
 AA6829  HISTORY     - Date     Condition        Report By
 AA6829  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6829  HISTORY     - 19961217 GOOD             WADTRI
 AA6829  HISTORY     - 20020325 GOOD             INDIV
 AA6829  HISTORY     - 20050104 GOOD             INDIV
 AA6829
 AA6829                          STATION DESCRIPTION
 AA6829
 AA6829'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6829'STATION IS LOCATED APPROXIMATLEY 3 MILESNORTHWEST OF DOWTOWN DETROIT,
 AA6829'MICHIGAN IN THE MEDIAN OF GRAND BOULEVARD JUST WEST OF 16TH STREET. TO
 AA6829'REACH FROM THE INTERSECTION OF US-10 AND GRAND BOULEVARD PROCEED WEST
 AA6829'.95 MILESON GRAND BOULEVARD TO THE STATION ON THE LEFT IN THE ASPHALT
 AA6829'MEDIAN JUST PAST 16TH STREET. THE STATION IS A BRASS "WAYNE COUNTY
 AA6829'REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6829'FLUSH WITH THE ASPHALT SURFACE OF THE MEDIAN. CENTERLINE OF WESTBOUND
 AA6829'GRAND BOULEVARD IS N 0 E, 30.49 FEET, CENTERLINE OF 16TH STREET IS N
 AA6829'90 E, 134.51 FEET, A FENCE LIES S 0 W, 46.68 FEET,  A CORNER OF A
 AA6829'BULDING IS S 45 W, 98.02 FEET.
 AA6829
 AA6829                          STATION RECOVERY (1996)
 AA6829
 AA6829'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6829'RECOVERED AS DESCRIBED.
 AA6829
 AA6829                          STATION RECOVERY (2002)
 AA6829
 AA6829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6829'RECOVERED IN GOOD CONDITION.
 AA6829
 AA6829                          STATION RECOVERY (2005)
 AA6829
 AA6829'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6829'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6832 ***********************************************************************
 AA6832  DESIGNATION -  10 2
 AA6832  PID         -  AA6832
 AA6832  STATE/COUNTY-  MI/WAYNE
 AA6832  USGS QUAD   -  DETROIT (1980)
 AA6832
 AA6832                         *CURRENT SURVEY CONTROL
 AA6832  ___________________________________________________________________
 AA6832* NAD 83(1994)-  42 18 52.65884(N)    083 04 39.99098(W)     ADJUSTED  
 AA6832* NAVD 88     -       176.9    (meters)     580.     (feet)  GPS OBS   
 AA6832  ___________________________________________________________________
 AA6832  X           -     569,303.172 (meters)                     COMP
 AA6832  Y           -  -4,689,216.327 (meters)                     COMP
 AA6832  Z           -   4,271,606.588 (meters)                     COMP
 AA6832  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AA6832  ELLIP HEIGHT-         142.47  (meters)          (07/12/02) GPS OBS
 AA6832  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AA6832
 AA6832  HORZ ORDER  -  FIRST
 AA6832  ELLP ORDER  -  FOURTH    CLASS I
 AA6832
 AA6832.The horizontal coordinates were established by GPS observations
 AA6832.and adjusted by the National Geodetic Survey in February 1997..
 AA6832
 AA6832.The orthometric height was determined by GPS observations and a
 AA6832.high-resolution geoid model.
 AA6832
 AA6832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6832
 AA6832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6832
 AA6832.The ellipsoidal height was determined by GPS observations
 AA6832.and is referenced to NAD 83.
 AA6832
 AA6832.The geoid height was determined by GEOID03.
 AA6832
 AA6832;                    North         East     Units Scale Factor Converg.
 AA6832;SPC MI S     -    91,300.549 4,106,249.172   MT  0.99995610   +0 52 37.7
 AA6832;SPC MI S     -   299,542.48 13,471,946.10   iFT  0.99995610   +0 52 37.7
 AA6832;UTM  17      - 4,686,800.509   328,770.272   MT  0.99996076   -1 23 56.8
 AA6832
 AA6832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6832!SPC MI S     -   0.99997766  x   0.99995610  =   0.99993376
 AA6832!UTM  17      -   0.99997766  x   0.99996076  =   0.99993842
 AA6832
 AA6832                          SUPERSEDED SURVEY CONTROL
 AA6832
 AA6832  ELLIP H (02/03/97)  142.50   (m)                       GP(       ) 4 1
 AA6832  NAD 83(1986)-  42 18 52.66416(N)    083 04 40.02096(W) AD(       ) 1
 AA6832
 AA6832.Superseded values are not recommended for survey control.
 AA6832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6832.See file dsdata.txt to determine how the superseded data were derived.
 AA6832
 AA6832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2877086801(NAD 83)
 AA6832_MARKER: DD = SURVEY DISK
 AA6832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6832_STAMPING: 10-2 1994
 AA6832_MARK LOGO: MI-163
 AA6832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6832+STABILITY: SURFACE MOTION
 AA6832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6832+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AA6832
 AA6832  HISTORY     - Date     Condition        Report By
 AA6832  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6832  HISTORY     - 19961217 GOOD             WADTRI
 AA6832
 AA6832                          STATION DESCRIPTION
 AA6832
 AA6832'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6832'STATION IS LOCATED APPROXIMATLEY 2.5 MILESSOUTHWEST OF DOWTOWN
 AA6832'DETROIT, MICHIGAN ALONG RAILROAD TRACKS JUST SOUTH OF A SMALL PARK
 AA6832'WITH BASEBALL DIAMOND. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA6832'I-75 AND CLARK ROAD (EXIT 47-A) PROCEED SOUTH ON CLARK ROAD 0.1
 AA6832'MILESTO FORT ROAD, THENCE GO EASTERLY  ON FORT ROAD 0.25 MILESTO SWAIN
 AA6832'STREET,  THENCE SOUTH ON SWAIN STREET 0.3 MILESTO JEFFERSON BOULEVARD,
 AA6832'THENCE EAST ON JEFFERSON 0.41 MILESTO 23RD STREET,  THENCE SOUTH ON
 AA6832'23RD 0.06 MILES TO PARKING LOT FOR BASEBALL DIAMOND AND PARK AND THE
 AA6832'RAILROAD TRACKS ON THE SOUTH SIDE OF THE PARKING LOT AREA. WALK DOWN
 AA6832'TO THE TRACKS DIRECTLY SOUTH OF THE BASEBALL DIAMOND AND APPROXIMATLEY
 AA6832'THIRTY FEET EAST OF HOME PLATE PROJECTED SOUTH TO THE TRACKS. THE
 AA6832'STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12
 AA6832'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. THE NORTH
 AA6832'RAIL OF THE TRACK IS S 0 E, 10.27 FEET,  A FENCE POST IS N 30 W, 10.38
 AA6832'FEET,  AN 8 INCH ELM IS N 45 E, 31.88 FEET,  THE  POINT OF FROG IN A
 AA6832'TRACK JUNCTION IS S 50 E, 77.50 FEET.
 AA6832
 AA6832                          STATION RECOVERY (1996)
 AA6832
 AA6832'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6832'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0613 ***********************************************************************
 NE0613  DESIGNATION -  10 252 A C OF D
 NE0613  PID         -  NE0613
 NE0613  STATE/COUNTY-  MI/WAYNE
 NE0613  USGS QUAD   -  DETROIT (1980)
 NE0613
 NE0613                         *CURRENT SURVEY CONTROL
 NE0613  ___________________________________________________________________
 NE0613* NAD 83(1986)-  42 18 02.     (N)    083 05 56.     (W)     SCALED    
 NE0613* NAVD 88     -       178.457  (meters)     585.49   (feet)  ADJUSTED  
 NE0613  ___________________________________________________________________
 NE0613  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0613  DYNAMIC HT  -         178.403 (meters)     585.31  (feet)  COMP
 NE0613  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 NE0613
 NE0613  VERT ORDER  -  FIRST     CLASS 0
 NE0613
 NE0613.The horizontal coordinates were scaled from a topographic map and have
 NE0613.an estimated accuracy of +/- 6 seconds.
 NE0613
 NE0613.The orthometric height was determined by differential leveling
 NE0613.and adjusted by the National Geodetic Survey in June 1991..
 NE0613
 NE0613.The geoid height was determined by GEOID03.
 NE0613
 NE0613.The dynamic height is computed by dividing the NAVD 88
 NE0613.geopotential number by the normal gravity value computed on the
 NE0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0613.degrees latitude (g = 980.6199 gals.).
 NE0613
 NE0613.The modeled gravity was interpolated from observed gravity values.
 NE0613
 NE0613;                    North         East    Units  Estimated Accuracy
 NE0613;SPC MI S     -    89,710.    4,104,530.      MT  (+/- 180 meters Scaled)
 NE0613
 NE0613                          SUPERSEDED SURVEY CONTROL
 NE0613
 NE0613  NGVD 29 (??/??/??)  178.631  (m)          586.06   (f) ADJUSTED    1 0
 NE0613
 NE0613.Superseded values are not recommended for survey control.
 NE0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0613.See file dsdata.txt to determine how the superseded data were derived.
 NE0613
 NE0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG269852(NAD 83)
 NE0613_MARKER: DD = SURVEY DISK
 NE0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0613_SP_SET: CONCRETE MONUMENT
 NE0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0613
 NE0613  HISTORY     - Date     Condition        Report By
 NE0613  HISTORY     - UNK      MONUMENTED       MI1260
 NE0613  HISTORY     - 1970     GOOD             USLS
 NE0613  HISTORY     - 1980     GOOD             NGS
 NE0613
 NE0613                          STATION DESCRIPTION
 NE0613
 NE0613'DESCRIBED BY US LAKE SURVEY 1970
 NE0613'IN DETROIT.
 NE0613'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0613'SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0613'NORTHEAST CORNER OF LIVERNOIS STREET AND WEST JEFFERSON AVENUE,
 NE0613'IN THE SIDEWALK, 4 FEET SOUTH OF THE NORTH PROPERTY LINE OF
 NE0613'WEST JEFFERSON AVENUE, 4 FEET WEST OF THE EAST PROPERTY LINE OF
 NE0613'LIVERNOIS STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0613'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0613'A CONCRETE MONUMENT.
 NE0613
 NE0613                          STATION RECOVERY (1980)
 NE0613
 NE0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0613'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND LIVERNOIS
 NE0613'STREET AND ACROSS JEFFERSON FROM THE ENTRANCE TO THE FORT WAYNE
 NE0613'MILITARY RESERVATION, 3.8 METERS (12.5 FEET) NORTHWEST OF THE CURB
 NE0613'OF LIVERNOIS STREET, AND 1.3 METERS (4.2 FEET) NORTH OF POWER POLE
 NE0613'WHICH ALSO SUPPORTS A TRAFFIC SIGNAL, ACCESS TO MARK IS THRU AN
 NE0613'6-INCH ACCESS COVER.
 NE0613'THE MARK IS 0.12 M BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0612 ***********************************************************************
 NE0612  DESIGNATION -  10 252 C OF D
 NE0612  PID         -  NE0612
 NE0612  STATE/COUNTY-  MI/WAYNE
 NE0612  USGS QUAD   -  DETROIT (1980)
 NE0612
 NE0612                         *CURRENT SURVEY CONTROL
 NE0612  ___________________________________________________________________
 NE0612* NAD 83(1986)-  42 17 57.     (N)    083 06 00.     (W)     SCALED    
 NE0612* NAVD 88     -       178.697  (meters)     586.28   (feet)  ADJUSTED  
 NE0612  ___________________________________________________________________
 NE0612  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0612  DYNAMIC HT  -         178.643 (meters)     586.10  (feet)  COMP
 NE0612  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NE0612
 NE0612  VERT ORDER  -  FIRST     CLASS 0
 NE0612
 NE0612.The horizontal coordinates were scaled from a topographic map and have
 NE0612.an estimated accuracy of +/- 6 seconds.
 NE0612
 NE0612.The orthometric height was determined by differential leveling
 NE0612.and adjusted by the National Geodetic Survey in June 1991..
 NE0612.WARNING-Repeat measurements at this control monument indicate possible
 NE0612.vertical movement.
 NE0612
 NE0612.The geoid height was determined by GEOID03.
 NE0612
 NE0612.The dynamic height is computed by dividing the NAVD 88
 NE0612.geopotential number by the normal gravity value computed on the
 NE0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0612.degrees latitude (g = 980.6199 gals.).
 NE0612
 NE0612.The modeled gravity was interpolated from observed gravity values.
 NE0612
 NE0612;                    North         East    Units  Estimated Accuracy
 NE0612;SPC MI S     -    89,560.    4,104,440.      MT  (+/- 180 meters Scaled)
 NE0612
 NE0612                          SUPERSEDED SURVEY CONTROL
 NE0612
 NE0612  NGVD 29 (??/??/??)  178.870  (m)          586.84   (f) ADJUSTED    1 0
 NE0612
 NE0612.Superseded values are not recommended for survey control.
 NE0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0612.See file dsdata.txt to determine how the superseded data were derived.
 NE0612
 NE0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG268851(NAD 83)
 NE0612_MARKER: DD = SURVEY DISK
 NE0612_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0612_SP_SET: CONCRETE MONUMENT
 NE0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0612
 NE0612  HISTORY     - Date     Condition        Report By
 NE0612  HISTORY     - UNK      MONUMENTED       MI1260
 NE0612  HISTORY     - 1970     GOOD             USLS
 NE0612  HISTORY     - 1980     GOOD             NGS
 NE0612
 NE0612                          STATION DESCRIPTION
 NE0612
 NE0612'DESCRIBED BY US LAKE SURVEY 1970
 NE0612'IN DETROIT.
 NE0612'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0612'SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0612'NORTHEAST CORNER OF CRAWFORD STREET AND WEST JEFFERSON AVENUE,
 NE0612'IN THE SIDEWALK, 4 FEET SOUTH OF THE NORTH PROPERTY LINE OF WEST
 NE0612'JEFFERSON AVENUE, 4 FEET WEST OF THE EAST PROPERTY LINE OF
 NE0612'CRAWFORD STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0612'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0612'A CONCRETE MONUMENT.
 NE0612
 NE0612                          STATION RECOVERY (1980)
 NE0612
 NE0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0612'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND CRAWFORD
 NE0612'STREET, 0.16 KILOMETER (1.0 MILE) SOUTHWEST OF THE ENTRANCE TO
 NE0612'THE FORT WAYNE MILITARY RESERVATION, 3.4 METERS (11.1 FEET) NORTH-
 NE0612'EAST OF THE NORTHEAST CURB OF CRAWFORD STREET, 4.0 METERS
 NE0612'(13.1 FEET) NORTHWEST OF THE NORTHWEST CURB OF JEFFERSON AVENUE,
 NE0612'3.6 METERS (11.9 FEET) SOUTHEAST OF THE TOP CENTER OF A FIRE
 NE0612'HYDRANT AND IS IN THE TOP OF A CONCRETE POST WITH AN 8-INCH
 NE0612'ACCESS COVER.
 NE0612'THE MARK IS 0.13 M BELOW SIDEWALK..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6824 ***********************************************************************
 AA6824  DESIGNATION -  10 3
 AA6824  PID         -  AA6824
 AA6824  STATE/COUNTY-  MI/WAYNE
 AA6824  USGS QUAD   -  DETROIT (1980)
 AA6824
 AA6824                         *CURRENT SURVEY CONTROL
 AA6824  ___________________________________________________________________
 AA6824* NAD 83(1994)-  42 18 41.17882(N)    083 05 01.48353(W)     ADJUSTED  
 AA6824* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 AA6824  ___________________________________________________________________
 AA6824  X           -     568,843.363 (meters)                     COMP
 AA6824  Y           -  -4,689,513.081 (meters)                     COMP
 AA6824  Z           -   4,271,345.317 (meters)                     COMP
 AA6824  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AA6824  ELLIP HEIGHT-         143.47  (meters)          (07/12/02) GPS OBS
 AA6824  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AA6824
 AA6824  HORZ ORDER  -  FIRST
 AA6824  ELLP ORDER  -  FOURTH    CLASS I
 AA6824
 AA6824.The horizontal coordinates were established by GPS observations
 AA6824.and adjusted by the National Geodetic Survey in February 1997..
 AA6824
 AA6824.The orthometric height was determined by GPS observations and a
 AA6824.high-resolution geoid model.
 AA6824
 AA6824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6824
 AA6824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6824
 AA6824.The ellipsoidal height was determined by GPS observations
 AA6824.and is referenced to NAD 83.
 AA6824
 AA6824.The geoid height was determined by GEOID03.
 AA6824
 AA6824;                    North         East     Units Scale Factor Converg.
 AA6824;SPC MI S     -    90,938.869 4,105,762.461   MT  0.99995665   +0 52 23.0
 AA6824;SPC MI S     -   298,355.87 13,470,349.28   iFT  0.99995665   +0 52 23.0
 AA6824;UTM  17      - 4,686,458.442   328,269.577   MT  0.99996287   -1 24 10.9
 AA6824
 AA6824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6824!SPC MI S     -   0.99997750  x   0.99995665  =   0.99993415
 AA6824!UTM  17      -   0.99997750  x   0.99996287  =   0.99994037
 AA6824
 AA6824                          SUPERSEDED SURVEY CONTROL
 AA6824
 AA6824  ELLIP H (02/03/97)  143.51   (m)                       GP(       ) 4 1
 AA6824  NAD 83(1986)-  42 18 41.18416(N)    083 05 01.51358(W) AD(       ) 1
 AA6824
 AA6824.Superseded values are not recommended for survey control.
 AA6824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6824.See file dsdata.txt to determine how the superseded data were derived.
 AA6824
 AA6824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2827086458(NAD 83)
 AA6824_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6824_STAMPING: 10-3 1994
 AA6824_MARK LOGO: MI-163
 AA6824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6824+STABILITY: SURFACE MOTION
 AA6824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6824+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6824
 AA6824  HISTORY     - Date     Condition        Report By
 AA6824  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6824  HISTORY     - 20011212 GOOD             INDIV
 AA6824  HISTORY     - 20031125 POOR             INDIV
 AA6824
 AA6824                          STATION DESCRIPTION
 AA6824
 AA6824'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6824'STATION IS LOCATED APPROXIMATLEY 3 MILESSOUTHWEST OF DOWTOWN DETROIT,
 AA6824'MICHIGAN ALONG RAILROAD TRACKS AT SWAIN STREET. TO REACH FROM THE
 AA6824'INTERSECTION OF INTERSTATE I-75 AND CLARK ROAD (EXIT 47-A) PROCEED
 AA6824'SOUTH ON CLARK ROAD 0.1 MILESTO FORT ROAD, THENCE GO EASTERLY  ON FORT
 AA6824'ROAD 0.25 MILESTO SWAIN STREET,  THENCE SOUTH ON SWAIN STREET 0.2
 AA6824'MILESTO THE RAILROAD TRACKS AND THE STATION ON THE SOUTHWEST QUADRANT
 AA6824'OF CROSSING. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN
 AA6824'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 AA6824'GROUND. THE SOUTH RAIL OF THE TRACK IS N 0 E, 7.84 FEET,  CENTERLINE
 AA6824'OF SWAIN STREET IS N 90 E, 38.41 FEET,  A POLE IS S 45 E, 34.75 FEET,
 AA6824'A POLE IS S 10 W, 13.22 FEET.
 AA6824
 AA6824                          STATION RECOVERY (2001)
 AA6824
 AA6824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6824'RECOVERED IN GOOD CONDITION.
 AA6824
 AA6824                          STATION RECOVERY (2003)
 AA6824
 AA6824'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6824'UPPER PORTION OF CONCRETE MONUMENT IS DAMAGED, AND BRASS DISK WAS
 AA6824'FOUND LYING NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0721 ***********************************************************************
 NE0721  DESIGNATION -  10 B
 NE0721  PID         -  NE0721
 NE0721  STATE/COUNTY-  MI/WASHTENAW
 NE0721  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE0721
 NE0721                         *CURRENT SURVEY CONTROL
 NE0721  ___________________________________________________________________
 NE0721* NAD 83(1986)-  42 19 51.     (N)    083 44 07.     (W)     SCALED    
 NE0721* NAVD 88     -       284.716  (meters)     934.11   (feet)  ADJUSTED  
 NE0721  ___________________________________________________________________
 NE0721  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NE0721  DYNAMIC HT  -         284.629 (meters)     933.82  (feet)  COMP
 NE0721  MODELED GRAV-     980,307.7   (mgal)                       NAVD 88
 NE0721
 NE0721  VERT ORDER  -  SECOND    CLASS 0
 NE0721
 NE0721.The horizontal coordinates were scaled from a topographic map and have
 NE0721.an estimated accuracy of +/- 6 seconds.
 NE0721
 NE0721.The orthometric height was determined by differential leveling
 NE0721.and adjusted by the National Geodetic Survey in June 1991..
 NE0721
 NE0721.The geoid height was determined by GEOID03.
 NE0721
 NE0721.The dynamic height is computed by dividing the NAVD 88
 NE0721.geopotential number by the normal gravity value computed on the
 NE0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0721.degrees latitude (g = 980.6199 gals.).
 NE0721
 NE0721.The modeled gravity was interpolated from observed gravity values.
 NE0721
 NE0721;                    North         East    Units  Estimated Accuracy
 NE0721;SPC MI S     -    92,480.    4,052,040.      MT  (+/- 180 meters Scaled)
 NE0721
 NE0721                          SUPERSEDED SURVEY CONTROL
 NE0721
 NE0721  NGVD 29 (??/??/92)  284.826  (m)          934.47   (f) ADJ UNCH    2 0
 NE0721
 NE0721.Superseded values are not recommended for survey control.
 NE0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0721.See file dsdata.txt to determine how the superseded data were derived.
 NE0721
 NE0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG746901(NAD 83)
 NE0721_MARKER: DB = BENCH MARK DISK
 NE0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0721_STAMPING: 934.467 10 B
 NE0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0721+STABILITY: SURFACE MOTION
 NE0721
 NE0721  HISTORY     - Date     Condition        Report By
 NE0721  HISTORY     - UNK      MONUMENTED       MIGS
 NE0721  HISTORY     - 1945     GOOD             NGS
 NE0721
 NE0721                          STATION DESCRIPTION
 NE0721
 NE0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NE0721'4.8 MI N FROM ANN ARBOR.
 NE0721'4.8 MILES NORTH ALONG THE ANN ABOR RAILROAD FROM THE STATION
 NE0721'AT ANN ARBOR, WASHTENAW COUNTY, 32 YARDS NORTH OF MILEPOST 50,
 NE0721'40.4 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF WARREN ROAD,
 NE0721'10.5 FEET NORTHEAST OF A CROSSING SIGN, 22 YARDS SOUTH OF THE
 NE0721'SOUTH END OF A SWITCH TO A SIDING, AND ABOUT 1 FOOT HIGHER THAN
 NE0721'THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 934.467 10 B
 NE0721'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0034 ***********************************************************************
 QK0034  DESIGNATION -  10 RBC USGS
 QK0034  PID         -  QK0034
 QK0034  STATE/COUNTY-  MI/CHIPPEWA
 QK0034  USGS QUAD   -  PRENTISS BAY (1976)
 QK0034
 QK0034                         *CURRENT SURVEY CONTROL
 QK0034  ___________________________________________________________________
 QK0034* NAD 83(1986)-  45 59 09.     (N)    084 12 50.     (W)     SCALED    
 QK0034* NAVD 88     -       181.300  (meters)     594.82   (feet)  ADJUSTED  
 QK0034  ___________________________________________________________________
 QK0034  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 QK0034  DYNAMIC HT  -         181.305 (meters)     594.83  (feet)  COMP
 QK0034  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 QK0034
 QK0034  VERT ORDER  -  FIRST     CLASS 0
 QK0034
 QK0034.The horizontal coordinates were scaled from a topographic map and have
 QK0034.an estimated accuracy of +/- 6 seconds.
 QK0034
 QK0034.The orthometric height was determined by differential leveling
 QK0034.and adjusted by the National Geodetic Survey in June 1991..
 QK0034
 QK0034.The geoid height was determined by GEOID03.
 QK0034
 QK0034.The dynamic height is computed by dividing the NAVD 88
 QK0034.geopotential number by the normal gravity value computed on the
 QK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0034.degrees latitude (g = 980.6199 gals.).
 QK0034
 QK0034.The modeled gravity was interpolated from observed gravity values.
 QK0034
 QK0034;                    North         East    Units  Estimated Accuracy
 QK0034;SPC MI N     -   137,440.    8,215,810.      MT  (+/- 180 meters Scaled)
 QK0034
 QK0034                          SUPERSEDED SURVEY CONTROL
 QK0034
 QK0034  NGVD 29 (??/??/92)  181.290  (m)          594.78   (f) ADJ UNCH    1 0
 QK0034
 QK0034.Superseded values are not recommended for survey control.
 QK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0034.See file dsdata.txt to determine how the superseded data were derived.
 QK0034
 QK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR157962(NAD 83)
 QK0034_MARKER: DD = SURVEY DISK
 QK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0034+STABILITY: SURFACE MOTION
 QK0034
 QK0034  HISTORY     - Date     Condition        Report By
 QK0034  HISTORY     - 1958     MONUMENTED       USGS
 QK0034  HISTORY     - 1972     GOOD             USLS
 QK0034  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0034
 QK0034                          STATION DESCRIPTION
 QK0034
 QK0034'DESCRIBED BY US LAKE SURVEY 1972
 QK0034'8 MI E FROM CEDARVILLE.
 QK0034'10 RBC A BENCHMARK ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, IS IN
 QK0034'CHIPPEWA COUNTY, MICHIGAN, 8.0 MILES EAST FROM INTERSECTION
 QK0034'OF HIGHWAYS M-134 AND M-129 (MERIDIAN ROAD) IN CEDARVILLE, AT
 QK0034'THE SOUTHWEST CORNER OF SEC. 32, T42N, R2E, 77 FEET NORTH OF
 QK0034'CENTERLINE OF HIGHWAY M-134, 92.6 FEET WEST OF UTILITY POLE
 QK0034'NO. GT4/162 AND IN LINE WITH EAST-WEST POWER LINE, 24.0 FEET
 QK0034'SOUTH-SOUTHEAST OF AN 18 INCH PINE WITH A SIGN, BRANNER, 19 FEET
 QK0034'EAST OF CENTERLINE OF NORTH-SOUTH DIRT ROAD 1/4-FOOT ABOVE THE
 QK0034'GROUND BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 QK0034'SET INTO 10-INCH SQUARE CONCRETE POST.  NOTE-- PREV. DESIG.
 QK0034'10 RBC 1958.
 QK0034
 QK0034                          STATION RECOVERY (1983)
 QK0034
 QK0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0034'NOT RECOVERED, ASSUMED KNOCKED OUT WHEN POWERLINE WAS CLEARED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1073 ***********************************************************************
 NF1073  DESIGNATION -  10 S
 NF1073  PID         -  NF1073
 NF1073  STATE/COUNTY-  MI/EATON
 NF1073  USGS QUAD   -  NEEDMORE (1980)
 NF1073
 NF1073                         *CURRENT SURVEY CONTROL
 NF1073  ___________________________________________________________________
 NF1073* NAD 83(1986)-  42 41 52.     (N)    084 49 07.     (W)     SCALED    
 NF1073* NAVD 88     -       269.372  (meters)     883.76   (feet)  ADJUSTED  
 NF1073  ___________________________________________________________________
 NF1073  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NF1073  DYNAMIC HT  -         269.290 (meters)     883.50  (feet)  COMP
 NF1073  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NF1073
 NF1073  VERT ORDER  -  SECOND    CLASS II
 NF1073
 NF1073.The horizontal coordinates were scaled from a topographic map and have
 NF1073.an estimated accuracy of +/- 6 seconds.
 NF1073
 NF1073.The orthometric height was determined by differential leveling
 NF1073.and adjusted by the National Geodetic Survey in June 1991..
 NF1073
 NF1073.The geoid height was determined by GEOID03.
 NF1073
 NF1073.The dynamic height is computed by dividing the NAVD 88
 NF1073.geopotential number by the normal gravity value computed on the
 NF1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1073.degrees latitude (g = 980.6199 gals.).
 NF1073
 NF1073.The modeled gravity was interpolated from observed gravity values.
 NF1073
 NF1073;                    North         East    Units  Estimated Accuracy
 NF1073;SPC MI S     -   133,150.    3,962,970.      MT  (+/- 180 meters Scaled)
 NF1073
 NF1073                          SUPERSEDED SURVEY CONTROL
 NF1073
 NF1073  NGVD 29 (??/??/92)  269.494  (m)          884.16   (f) ADJ UNCH    2 2
 NF1073
 NF1073.Superseded values are not recommended for survey control.
 NF1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1073.See file dsdata.txt to determine how the superseded data were derived.
 NF1073
 NF1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN786295(NAD 83)
 NF1073_MARKER: DB = BENCH MARK DISK
 NF1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1073_STAMPING: 10 S 1945
 NF1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1073+STABILITY: SURFACE MOTION
 NF1073
 NF1073  HISTORY     - Date     Condition        Report By
 NF1073  HISTORY     - 1945     MONUMENTED       USGS
 NF1073  HISTORY     - 1976     GOOD             MIDH
 NF1073
 NF1073                          STATION DESCRIPTION
 NF1073
 NF1073'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1073'5.5 MI SW FROM GRAND LEDGE.
 NF1073'WEST OF BENTON ROAD AND NORTH OF PROJECTED STRANGE ROAD NEAR CORNER
 NF1073'COMMON TO SECTIONS 29,30,31,32 OF ONEIDA TOWNSHIP, 30 FT NORTH OF
 NF1073'TRAIL TO WEST, 30 FT WEST OF BENTON ROAD, 8 FT NORTH AND 4 FEET WEST
 NF1073'OF FENCE CORNER.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF1073'10 INCHES.  1 FEET BELOW BENTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8065 ***********************************************************************
 AA8065  CBN         -  This is a Cooperative Base Network Control Station.
 AA8065  DESIGNATION -  10 WPR
 AA8065  PID         -  AA8065
 AA8065  STATE/COUNTY-  MI/ST JOSEPH
 AA8065  USGS QUAD   -  THREE RIVERS EAST (1982)
 AA8065
 AA8065                         *CURRENT SURVEY CONTROL
 AA8065  ___________________________________________________________________
 AA8065* NAD 83(1994)-  41 59 56.51801(N)    085 31 03.56165(W)     ADJUSTED  
 AA8065* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 AA8065  ___________________________________________________________________
 AA8065  X           -     371,005.602 (meters)                     COMP
 AA8065  Y           -  -4,732,718.369 (meters)                     COMP
 AA8065  Z           -   4,245,674.462 (meters)                     COMP
 AA8065  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA8065  ELLIP HEIGHT-         224.87  (meters)          (07/12/02) GPS OBS
 AA8065  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AA8065
 AA8065  HORZ ORDER  -  B
 AA8065  ELLP ORDER  -  FOURTH    CLASS II
 AA8065
 AA8065.The horizontal coordinates were established by GPS observations
 AA8065.and adjusted by the National Geodetic Survey in September 1995..
 AA8065
 AA8065.The orthometric height was determined by GPS observations and a
 AA8065.high-resolution geoid model.
 AA8065
 AA8065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8065
 AA8065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8065
 AA8065.The ellipsoidal height was determined by GPS observations
 AA8065.and is referenced to NAD 83.
 AA8065
 AA8065.The geoid height was determined by GEOID03.
 AA8065
 AA8065;                    North         East     Units Scale Factor Converg.
 AA8065;SPC MI S     -    56,084.418 3,904,638.757   MT  1.00002543   -0 46 59.8
 AA8065;SPC MI S     -   184,004.00 12,810,494.61   iFT  1.00002543   -0 46 59.8
 AA8065;UTM  16      - 4,650,731.592   622,767.521   MT  0.99978546   +0 59 31.2
 AA8065
 AA8065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8065!SPC MI S     -   0.99996473  x   1.00002543  =   0.99999016
 AA8065!UTM  16      -   0.99996473  x   0.99978546  =   0.99975020
 AA8065
 AA8065                          SUPERSEDED SURVEY CONTROL
 AA8065
 AA8065  ELLIP H (09/20/95)  224.89   (m)                       GP(       ) 1 2
 AA8065
 AA8065.Superseded values are not recommended for survey control.
 AA8065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8065.See file dsdata.txt to determine how the superseded data were derived.
 AA8065
 AA8065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2276850732(NAD 83)
 AA8065_MARKER: DD = SURVEY DISK
 AA8065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8065_STAMPING: 10 WPR 1965
 AA8065_MARK LOGO: USGS  
 AA8065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8065+STABILITY: SURFACE MOTION
 AA8065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8065+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1994
 AA8065
 AA8065  HISTORY     - Date     Condition        Report By
 AA8065  HISTORY     - 1965     MONUMENTED       USGS
 AA8065  HISTORY     - 19940805 GOOD             NGS
 AA8065
 AA8065                          STATION DESCRIPTION
 AA8065
 AA8065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8065'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH OF CENTREVILLE, 3.5 MI
 AA8065'(5.6 KM) WEST OF MENDON, IN THE SOUTHEAST CORNER OF THE SOUTHWEST 1/4
 AA8065'OF SECTION 30, T5S, R10W, MENDON TOWNSHIP, AND ON THE THREE RIVERS
 AA8065'EAST QUADRANGLE MAP.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY
 AA8065'60 AND NOTTAWA ROAD IN THE VILLAGE OF MENDON, GO WEST ON HIGHWAY 60
 AA8065'FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SILVER STREET.  TURN LEFT,
 AA8065'SOUTH, ON SILVER STREET AND GO 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 AA8065'HEIMBACH ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 AA8065'INTERSECTION.  STATION IS 9.8 FT (3.0 M) SOUTHWEST FROM A GTE JUNCTION
 AA8065'BOX, 31.8 FT (9.7 M) WEST OF EXISTING CENTERLINE OF SILVER STREET,
 AA8065'37.0 FT (11.3 M) NORTH FROM A RAILROAD RAIL ANCHOR POST, 65 FT (19.8
 AA8065'M) NORTH OF THE CENTERLINE OF HEIMBACK ROAD AND IN THE REMAINS OF OLD
 AA8065'NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0530 ***********************************************************************
 RJ0530  DESIGNATION -  10 WRM
 RJ0530  PID         -  RJ0530
 RJ0530  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0530  USGS QUAD   -  BLANEY PARK (1972)
 RJ0530
 RJ0530                         *CURRENT SURVEY CONTROL
 RJ0530  ___________________________________________________________________
 RJ0530* NAD 83(1986)-  46 02 10.     (N)    085 58 36.     (W)     SCALED    
 RJ0530* NAVD 88     -       201.917  (meters)     662.46   (feet)  ADJUSTED  
 RJ0530  ___________________________________________________________________
 RJ0530  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 RJ0530  DYNAMIC HT  -         201.926 (meters)     662.49  (feet)  COMP
 RJ0530  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 RJ0530
 RJ0530  VERT ORDER  -  FIRST     CLASS 0
 RJ0530
 RJ0530.The horizontal coordinates were scaled from a topographic map and have
 RJ0530.an estimated accuracy of +/- 6 seconds.
 RJ0530
 RJ0530.The orthometric height was determined by differential leveling
 RJ0530.and adjusted by the National Geodetic Survey in June 1991..
 RJ0530
 RJ0530.The geoid height was determined by GEOID03.
 RJ0530
 RJ0530.The dynamic height is computed by dividing the NAVD 88
 RJ0530.geopotential number by the normal gravity value computed on the
 RJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0530.degrees latitude (g = 980.6199 gals.).
 RJ0530
 RJ0530.The modeled gravity was interpolated from observed gravity values.
 RJ0530
 RJ0530;                    North         East    Units  Estimated Accuracy
 RJ0530;SPC MI N     -   139,750.    8,079,210.      MT  (+/- 180 meters Scaled)
 RJ0530
 RJ0530                          SUPERSEDED SURVEY CONTROL
 RJ0530
 RJ0530  NGVD 29 (??/??/92)  201.89   (m)          662.4    (f) COMPUTED    1 0
 RJ0530
 RJ0530.Superseded values are not recommended for survey control.
 RJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0530.See file dsdata.txt to determine how the superseded data were derived.
 RJ0530
 RJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER791985(NAD 83)
 RJ0530_MARKER: DD = SURVEY DISK
 RJ0530_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0530_SP_SET: CULVERT
 RJ0530_STAMPING: 10 WRM 1972
 RJ0530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0530
 RJ0530  HISTORY     - Date     Condition        Report By
 RJ0530  HISTORY     - 1972     MONUMENTED       USGS
 RJ0530  HISTORY     - 1972     GOOD             NGS
 RJ0530  HISTORY     - 1979     GOOD             MIDH
 RJ0530  HISTORY     - 20021111 MARK NOT FOUND   USPSQD
 RJ0530
 RJ0530                          STATION DESCRIPTION
 RJ0530
 RJ0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0530'3.8 MI NE FROM GULLIVER.
 RJ0530'ABOUT 3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST
 RJ0530'OFFICE AT GULLIVER, ABOUT 0.4 MILE SOUTHWEST OF A GULF SERVICE
 RJ0530'STATION, 26.8 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RJ0530'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 RJ0530'HEADWALL FOR A PIPE CULVERT AND 1/2 FOOT BELOW THE LEVEL OF THE
 RJ0530'HIGHWAY.  SEC 18, T42N, R13W.
 RJ0530
 RJ0530                          STATION RECOVERY (1979)
 RJ0530
 RJ0530'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 RJ0530'RECOVERED IN GOOD CONDITION.
 RJ0530
 RJ0530                          STATION RECOVERY (2002)
 RJ0530
 RJ0530'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0530'HIGHWAY HAS BEEN WIDENED AND CULVERT WITH DISK HAS BEEN REPLACED WITH
 RJ0530'A METAL CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0068 ***********************************************************************
 MD0068  DESIGNATION -  100
 MD0068  PID         -  MD0068
 MD0068  STATE/COUNTY-  MI/LENAWEE
 MD0068  USGS QUAD   -  ADRIAN (1979)
 MD0068
 MD0068                         *CURRENT SURVEY CONTROL
 MD0068  ___________________________________________________________________
 MD0068* NAD 83(1986)-  41 53 57.     (N)    084 02 16.     (W)     SCALED    
 MD0068* NAVD 88     -       235.587  (meters)     772.92   (feet)  ADJUSTED  
 MD0068  ___________________________________________________________________
 MD0068  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 MD0068  DYNAMIC HT  -         235.496 (meters)     772.62  (feet)  COMP
 MD0068  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 MD0068
 MD0068  VERT ORDER  -  SECOND    CLASS 0
 MD0068
 MD0068.The horizontal coordinates were scaled from a topographic map and have
 MD0068.an estimated accuracy of +/- 6 seconds.
 MD0068
 MD0068.The orthometric height was determined by differential leveling
 MD0068.and adjusted by the National Geodetic Survey in June 1991..
 MD0068
 MD0068.The geoid height was determined by GEOID03.
 MD0068
 MD0068.The dynamic height is computed by dividing the NAVD 88
 MD0068.geopotential number by the normal gravity value computed on the
 MD0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0068.degrees latitude (g = 980.6199 gals.).
 MD0068
 MD0068.The modeled gravity was interpolated from observed gravity values.
 MD0068
 MD0068;                    North         East    Units  Estimated Accuracy
 MD0068;SPC MI S     -    44,390.    4,027,290.      MT  (+/- 180 meters Scaled)
 MD0068
 MD0068                          SUPERSEDED SURVEY CONTROL
 MD0068
 MD0068  NGVD 29 (??/??/92)  235.724  (m)          773.37   (f) ADJ UNCH    2 0
 MD0068
 MD0068.Superseded values are not recommended for survey control.
 MD0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0068.See file dsdata.txt to determine how the superseded data were derived.
 MD0068
 MD0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM457428(NAD 83)
 MD0068_MARKER: Z = SEE DESCRIPTION
 MD0068_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0068_SP_SET: COLUMN FOOTING
 MD0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0068+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 MD0068
 MD0068  HISTORY     - Date     Condition        Report By
 MD0068  HISTORY     - UNK      MONUMENTED       NM0030
 MD0068  HISTORY     - 1934     GOOD             NGS
 MD0068  HISTORY     - 20030604 GOOD             WILCOX
 MD0068
 MD0068                          STATION DESCRIPTION
 MD0068
 MD0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0068'AT ADRIAN.
 MD0068'AT ADRIAN, LENAWEE COUNTY, AT THE NORTHEAST CORNER OF THE ADRIAN
 MD0068'STATE SAVINGS BANK IN THE EAST FACE OF A COLUMN FOOTING, 2.6 FEET
 MD0068'SOUTH OF THE NORTHEAST CORNER OF THE COLUMN, 11.3 FEET WEST OF
 MD0068'THE WEST CURB OF NORTH WINDER STREET, AND ABOUT 7 INCHES ABOVE
 MD0068'A SIDEWALK.  A BRONZE SQUARE, SET VERTICALLY.
 MD0068
 MD0068                          STATION RECOVERY (2003)
 MD0068
 MD0068'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (TT)
 MD0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0137 ***********************************************************************
 OK0137  DESIGNATION -  100 1/2
 OK0137  PID         -  OK0137
 OK0137  STATE/COUNTY-  MI/CLINTON
 OK0137  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0137
 OK0137                         *CURRENT SURVEY CONTROL
 OK0137  ___________________________________________________________________
 OK0137* NAD 83(1986)-  43 00 16.     (N)    084 36 14.     (W)     SCALED    
 OK0137* NAVD 88     -       228.290  (meters)     748.98   (feet)  ADJUSTED  
 OK0137  ___________________________________________________________________
 OK0137  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OK0137  DYNAMIC HT  -         228.238 (meters)     748.81  (feet)  COMP
 OK0137  MODELED GRAV-     980,386.6   (mgal)                       NAVD 88
 OK0137
 OK0137  VERT ORDER  -  SECOND    CLASS 0
 OK0137
 OK0137.The horizontal coordinates were scaled from a topographic map and have
 OK0137.an estimated accuracy of +/- 6 seconds.
 OK0137
 OK0137.The orthometric height was determined by differential leveling
 OK0137.and adjusted by the National Geodetic Survey in June 1991..
 OK0137
 OK0137.The geoid height was determined by GEOID03.
 OK0137
 OK0137.The dynamic height is computed by dividing the NAVD 88
 OK0137.geopotential number by the normal gravity value computed on the
 OK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0137.degrees latitude (g = 980.6199 gals.).
 OK0137
 OK0137.The modeled gravity was interpolated from observed gravity values.
 OK0137
 OK0137;                    North         East    Units  Estimated Accuracy
 OK0137;SPC MI S     -   167,140.    3,980,660.      MT  (+/- 180 meters Scaled)
 OK0137
 OK0137                          SUPERSEDED SURVEY CONTROL
 OK0137
 OK0137  NGVD 29 (??/??/92)  228.431  (m)          749.44   (f) ADJ UNCH    2 0
 OK0137
 OK0137.Superseded values are not recommended for survey control.
 OK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0137.See file dsdata.txt to determine how the superseded data were derived.
 OK0137
 OK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN952640(NAD 83)
 OK0137_MARKER: Z = SEE DESCRIPTION
 OK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0137_STAMPING: BM 100 1/2
 OK0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0137+STABILITY: SURFACE MOTION
 OK0137
 OK0137  HISTORY     - Date     Condition        Report By
 OK0137  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0137  HISTORY     - 1934     GOOD             NGS
 OK0137  HISTORY     - 19940624 POOR             LOCENG
 OK0137  HISTORY     - 20011211 GOOD             ROWEIN
 OK0137
 OK0137                          STATION DESCRIPTION
 OK0137
 OK0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0137'2.4 MI W FROM ST JOHNS.
 OK0137'2.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0137'STATION AT SAINT JOHNS, CLINTON COUNTY, 15 1/2 RAILS WEST OF A
 OK0137'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 2 FEET SOUTH
 OK0137'OF A FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A BRONZE PLUG,
 OK0137'STAMPED BM 100 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0137
 OK0137                          STATION RECOVERY (1994)
 OK0137
 OK0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0137'MEASURED 636 FT (193.9 M) WEST OF AIRPORT ROAD, FOUND DESCRIBED
 OK0137'MONUMENT, 2.0 FT (0.6 M) EXPOSED.  MONUMENT WAS RECENTLY DAMAGED AND
 OK0137'LEANS TO SOUTH.  MONUMENT IS 636.0 FT (193.9 M) WEST OF AIRPORT ROAD
 OK0137'AND 46.0 FT (14.0 M) NORTH OF THE RAIL.  PLACED CARSONITE MARKER NEXT
 OK0137'TO MONUMENT.
 OK0137
 OK0137                          STATION RECOVERY (2001)
 OK0137
 OK0137'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0137'FOUND BRASS DISK IN CONCRETE STAMPED BM 100 1/2. 640' WEST OF AIRPORT
 OK0137'ROAD CENTERLINE AND 45' NORTH OF RAILROAD BED. 4' NORTH OF EAST-WEST
 OK0137'FENCE. HOWEVER, MONUMENT ELEVATION DID NOT FIT WELL WITH NGS MONUMENT
 OK0137'B 110 (NAVD88) OR USGS MONUMENTS UE 743.5 AND 17 DDB 1964 733
 OK0137'(NGVD29).  NGVD29 VALUES OF B 110 CHECKED WITH USGS MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5510 ***********************************************************************
 AA5510  DESIGNATION -  1000
 AA5510  PID         -  AA5510
 AA5510  STATE/COUNTY-  MI/WASHTENAW
 AA5510  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5510
 AA5510                         *CURRENT SURVEY CONTROL
 AA5510  ___________________________________________________________________
 AA5510* NAD 83(1986)-  42 17 27.     (N)    083 47 46.     (W)     SCALED    
 AA5510* NAVD 88     -       289.652  (meters)     950.30   (feet)  ADJUSTED  
 AA5510  ___________________________________________________________________
 AA5510  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5510  DYNAMIC HT  -         289.560 (meters)     950.00  (feet)  COMP
 AA5510  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 AA5510
 AA5510  VERT ORDER  -  SECOND    CLASS II
 AA5510
 AA5510.The horizontal coordinates were scaled from a topographic map and have
 AA5510.an estimated accuracy of +/- 6 seconds.
 AA5510
 AA5510.The orthometric height was determined by differential leveling
 AA5510.and adjusted by the National Geodetic Survey in August 1995..
 AA5510
 AA5510.The geoid height was determined by GEOID03.
 AA5510
 AA5510.The dynamic height is computed by dividing the NAVD 88
 AA5510.geopotential number by the normal gravity value computed on the
 AA5510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5510.degrees latitude (g = 980.6199 gals.).
 AA5510
 AA5510.The modeled gravity was interpolated from observed gravity values.
 AA5510
 AA5510;                    North         East    Units  Estimated Accuracy
 AA5510;SPC MI S     -    88,000.    4,047,050.      MT  (+/- 180 meters Scaled)
 AA5510
 AA5510                          SUPERSEDED SURVEY CONTROL
 AA5510
 AA5510.No superseded survey control is available for this station.
 AA5510
 AA5510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG694858(NAD 83)
 AA5510_MARKER: DD = SURVEY DISK
 AA5510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5510_SP_SET: SIDEWALK
 AA5510_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1000
 AA5510_MARK LOGO: MI0150
 AA5510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5510
 AA5510  HISTORY     - Date     Condition        Report By
 AA5510  HISTORY     - 1972     MONUMENTED       MI0150
 AA5510  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AA5510
 AA5510                          STATION DESCRIPTION
 AA5510
 AA5510'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5510'STATION 1000 IS LOCATED ON THE NORTHERLY SIDE OF DEXTER ROAD, EASTERLY
 AA5510'OF M-14, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 24, SCIO
 AA5510'TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED
 AA5510'2.5 FT (0.8 M) NORTHERLY OF THE NORTHERLY BACK OF CURB ALONG THE
 AA5510'NORTHERLY SIDE OF DEXTER ROAD AND 2.5 FT (0.8 M) EASTERLY OF THE
 AA5510'EASTERLY EDGE OF THE BRIDGE OVER M-14. SAID STATION IS A VERTICAL
 AA5510'CONTROL POINT AND IS DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN
 AA5510'ARBOR BRASS DISC, WHICH IS SET FLUSH WITH THE TOP OF THE CONCRETE WALK
 AA5510'OF THE AFOREMENTIONED BRIDGE. THE POINT WAS SET BY THE CITY OF ANN
 AA5510'ARBOR IN 1972.
 AA5510
 AA5510                          STATION RECOVERY (2001)
 AA5510
 AA5510'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAB)
 AA5510'MAY HAVE BEEN DESTROYED - BY RECONSTRUCTION OF HIGHWAY M-14
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5511 ***********************************************************************
 AA5511  DESIGNATION -  1001
 AA5511  PID         -  AA5511
 AA5511  STATE/COUNTY-  MI/WASHTENAW
 AA5511  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5511
 AA5511                         *CURRENT SURVEY CONTROL
 AA5511  ___________________________________________________________________
 AA5511* NAD 83(1986)-  42 17 19.     (N)    083 47 24.     (W)     SCALED    
 AA5511* NAVD 88     -       285.503  (meters)     936.69   (feet)  ADJUSTED  
 AA5511  ___________________________________________________________________
 AA5511  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA5511  DYNAMIC HT  -         285.413 (meters)     936.39  (feet)  COMP
 AA5511  MODELED GRAV-     980,297.7   (mgal)                       NAVD 88
 AA5511
 AA5511  VERT ORDER  -  SECOND    CLASS II
 AA5511
 AA5511.The horizontal coordinates were scaled from a topographic map and have
 AA5511.an estimated accuracy of +/- 6 seconds.
 AA5511
 AA5511.The orthometric height was determined by differential leveling
 AA5511.and adjusted by the National Geodetic Survey in August 1995..
 AA5511
 AA5511.The geoid height was determined by GEOID03.
 AA5511
 AA5511.The dynamic height is computed by dividing the NAVD 88
 AA5511.geopotential number by the normal gravity value computed on the
 AA5511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5511.degrees latitude (g = 980.6199 gals.).
 AA5511
 AA5511.The modeled gravity was interpolated from observed gravity values.
 AA5511
 AA5511;                    North         East    Units  Estimated Accuracy
 AA5511;SPC MI S     -    87,760.    4,047,560.      MT  (+/- 180 meters Scaled)
 AA5511
 AA5511                          SUPERSEDED SURVEY CONTROL
 AA5511
 AA5511.No superseded survey control is available for this station.
 AA5511
 AA5511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG699855(NAD 83)
 AA5511_MARKER: DD = SURVEY DISK
 AA5511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5511_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1001
 AA5511_MARK LOGO: MI0150
 AA5511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5511+STABILITY: SURFACE MOTION
 AA5511
 AA5511  HISTORY     - Date     Condition        Report By
 AA5511  HISTORY     - 1993     MONUMENTED       MI0150
 AA5511  HISTORY     - 20010324 GOOD             USPSQD
 AA5511
 AA5511                          STATION DESCRIPTION
 AA5511
 AA5511'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5511'STATION 1001 IS LOCATED AT THE SOUTHEAST CORNER OF DEXTER ROAD AND
 AA5511'PARKWOOD STREET, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5511'24, SCIO TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5511'LOCATED 11 FT (3.4 M) SOUTHEAST OF THE EDGE OF ASPHALT ALONG THE
 AA5511'EASTERLY SIDE OF PARKWOOD STREET AND 17 FT (5.2 M) SOUTHWEST OF THE
 AA5511'EDGE OF ASPHALT ALONG THE SOUTHERLY SIDE OF DEXTER ROAD. SAID STATION
 AA5511'IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF
 AA5511'THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL
 AA5511'II AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5511'ARBOR IN 1993.
 AA5511
 AA5511                          STATION RECOVERY (2001)
 AA5511
 AA5511'RECOVERY NOTE BY US POWER SQUADRON 2001 (GAB)
 AA5511'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5396 ***********************************************************************
 AA5396  DESIGNATION -  10012
 AA5396  PID         -  AA5396
 AA5396  STATE/COUNTY-  MI/OAKLAND
 AA5396  USGS QUAD   -  ROMEO (1991)
 AA5396
 AA5396                         *CURRENT SURVEY CONTROL
 AA5396  ___________________________________________________________________
 AA5396* NAD 83(1994)-  42 48 01.55648(N)    083 05 58.97332(W)     ADJUSTED  
 AA5396* NAVD 88     -       274.2    (meters)     900.     (feet)  GPS OBS   
 AA5396  ___________________________________________________________________
 AA5396  X           -     563,131.049 (meters)                     COMP
 AA5396  Y           -  -4,653,270.041 (meters)                     COMP
 AA5396  Z           -   4,311,424.003 (meters)                     COMP
 AA5396  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AA5396  ELLIP HEIGHT-         239.53  (meters)          (07/12/02) GPS OBS
 AA5396  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 AA5396
 AA5396  HORZ ORDER  -  FIRST
 AA5396  ELLP ORDER  -  FOURTH    CLASS I
 AA5396
 AA5396.The horizontal coordinates were established by GPS observations
 AA5396.and adjusted by the National Geodetic Survey in February 1997..
 AA5396
 AA5396.The orthometric height was determined by GPS observations and a
 AA5396.high-resolution geoid model.
 AA5396
 AA5396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5396
 AA5396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5396
 AA5396.The ellipsoidal height was determined by GPS observations
 AA5396.and is referenced to NAD 83.
 AA5396
 AA5396.The geoid height was determined by GEOID03.
 AA5396
 AA5396;                    North         East     Units Scale Factor Converg.
 AA5396;SPC MI S     -   145,228.210 4,103,628.746   MT  0.99990796   +0 51 43.9
 AA5396;SPC MI S     -   476,470.51 13,463,348.90   iFT  0.99990796   +0 51 43.9
 AA5396;UTM  17      - 4,740,791.673   328,299.848   MT  0.99996270   -1 25 37.2
 AA5396
 AA5396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5396!SPC MI S     -   0.99996244  x   0.99990796  =   0.99987040
 AA5396!UTM  17      -   0.99996244  x   0.99996270  =   0.99992514
 AA5396
 AA5396                          SUPERSEDED SURVEY CONTROL
 AA5396
 AA5396  ELLIP H (02/03/97)  239.54   (m)                       GP(       ) 4 1
 AA5396  NAD 83(1986)-  42 48 01.55989(N)    083 05 59.00422(W) AD(       ) 1
 AA5396
 AA5396.Superseded values are not recommended for survey control.
 AA5396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5396.See file dsdata.txt to determine how the superseded data were derived.
 AA5396
 AA5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2830040792(NAD 83)
 AA5396_MARKER: A = ALUMINUM MARKER
 AA5396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5396_STAMPING: 10012
 AA5396_MARK LOGO: WADTRI
 AA5396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5396+STABILITY: SURFACE MOTION
 AA5396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5396+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5396
 AA5396  HISTORY     - Date     Condition        Report By
 AA5396  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5396  HISTORY     - 20060103 POOR             INDIV
 AA5396
 AA5396                          STATION DESCRIPTION
 AA5396
 AA5396'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5396'M-24 TO DRAHNER ROAD, THENCE EAST 4.97 MILES (8.00 KM) ALONG DRAHNER
 AA5396'ROAD TO WALKER ROAD, THENCE SOUTH 1 MILE (1.6 KM) ALONG WALKER ROAD TO
 AA5396'ROMEO ROAD, THENCE EAST 3.0 MILES (4.8 KM) ALONG ROMEO ROAD TO THE
 AA5396'MONUMENT AT THE SOUTHWEST INTERSECTION OF ROMEO AND DEQUINDRE ROADS.
 AA5396'THE MONUMENT IS 38 FEET (11.6 M) SOUTH OF THE CENTERLINE OF ROMEO
 AA5396'ROAD, 76 FEET (23.2 M) WEST OF THE CENTERLINE OF DEQUINDRE ROAD, 57.3
 AA5396'FEET (17.5 M) EAST OF A TELEPHONE POLE, 103 FEET (31.4 M) WEST
 AA5396'NORTHWEST OF A POWER POLE, 95 FEET (29.0 M) SOUTHWEST OF A POWER POLE,
 AA5396'86.5 FEET (26.4 M) SOUTHWEST OF THE SOUTHEAST CORNER OF SECTION 36
 AA5396'ADDISON TOWNSHIP, AND 3 FEET (0.9 M) LOWER THAN ROMEO ROAD.
 AA5396
 AA5396                          STATION RECOVERY (2006)
 AA5396
 AA5396'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5396'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1374 ***********************************************************************
 RL1374  DESIGNATION -  1001.7
 RL1374  PID         -  RL1374
 RL1374  STATE/COUNTY-  MI/ONTONAGON
 RL1374  USGS QUAD   -  BERGLAND NE (1975)
 RL1374
 RL1374                         *CURRENT SURVEY CONTROL
 RL1374  ___________________________________________________________________
 RL1374* NAD 83(1986)-  46 43 24.     (N)    089 33 46.     (W)     SCALED    
 RL1374* NAVD 88     -       305.346  (meters)    1001.79   (feet)  ADJUSTED  
 RL1374  ___________________________________________________________________
 RL1374  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1374  DYNAMIC HT  -         305.384 (meters)    1001.91  (feet)  COMP
 RL1374  MODELED GRAV-     980,728.7   (mgal)                       NAVD 88
 RL1374
 RL1374  VERT ORDER  -  SECOND    CLASS 0
 RL1374
 RL1374.The horizontal coordinates were scaled from a topographic map and have
 RL1374.an estimated accuracy of +/- 6 seconds.
 RL1374
 RL1374.The orthometric height was determined by differential leveling
 RL1374.and adjusted by the National Geodetic Survey in June 1991..
 RL1374
 RL1374.The geoid height was determined by GEOID03.
 RL1374
 RL1374.The dynamic height is computed by dividing the NAVD 88
 RL1374.geopotential number by the normal gravity value computed on the
 RL1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1374.degrees latitude (g = 980.6199 gals.).
 RL1374
 RL1374.The modeled gravity was interpolated from observed gravity values.
 RL1374
 RL1374;                    North         East    Units  Estimated Accuracy
 RL1374;SPC MI N     -   218,790.    7,804,130.      MT  (+/- 180 meters Scaled)
 RL1374
 RL1374                          SUPERSEDED SURVEY CONTROL
 RL1374
 RL1374  NGVD 29 (??/??/92)  305.372  (m)         1001.87   (f) ADJ UNCH    2 0
 RL1374
 RL1374.Superseded values are not recommended for survey control.
 RL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1374.See file dsdata.txt to determine how the superseded data were derived.
 RL1374
 RL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041776(NAD 83)
 RL1374_MARKER: B = BOLT
 RL1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1374_SP_SET: HEMLOCK TREE ROOT
 RL1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1374
 RL1374  HISTORY     - Date     Condition        Report By
 RL1374  HISTORY     - UNK      MONUMENTED       USGS
 RL1374  HISTORY     - 1948     GOOD             NGS
 RL1374  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1374  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1374  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1374
 RL1374                          STATION DESCRIPTION
 RL1374
 RL1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1374'2.2 MI S FROM WHITE PINE.
 RL1374'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1374'AT WHITE PINE, 26 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RL1374'22 FEET NORTH OF THE WEST END OF A 15-INCH PIPE CULVERT UNDER
 RL1374'HIGHWAY AND SET IN THE SOUTH ROOT OF A TRIANGULAR BLAZED 14-INCH
 RL1374'HEMLOCK TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
 RL1374
 RL1374                          STATION RECOVERY (1987)
 RL1374
 RL1374'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1374'MARK NOT FOUND.
 RL1374
 RL1374                          STATION RECOVERY (1995)
 RL1374
 RL1374'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1374'MARK NOT FOUND.
 RL1374
 RL1374                          STATION RECOVERY (2004)
 RL1374
 RL1374'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5512 ***********************************************************************
 AA5512  DESIGNATION -  1002
 AA5512  PID         -  AA5512
 AA5512  STATE/COUNTY-  MI/WASHTENAW
 AA5512  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5512
 AA5512                         *CURRENT SURVEY CONTROL
 AA5512  ___________________________________________________________________
 AA5512* NAD 83(1986)-  42 16 49.     (N)    083 46 47.     (W)     SCALED    
 AA5512* NAVD 88     -       287.983  (meters)     944.82   (feet)  ADJUSTED  
 AA5512  ___________________________________________________________________
 AA5512  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 AA5512  DYNAMIC HT  -         287.891 (meters)     944.52  (feet)  COMP
 AA5512  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 AA5512
 AA5512  VERT ORDER  -  SECOND    CLASS II
 AA5512
 AA5512.The horizontal coordinates were scaled from a topographic map and have
 AA5512.an estimated accuracy of +/- 6 seconds.
 AA5512
 AA5512.The orthometric height was determined by differential leveling
 AA5512.and adjusted by the National Geodetic Survey in August 1995..
 AA5512
 AA5512.The geoid height was determined by GEOID03.
 AA5512
 AA5512.The dynamic height is computed by dividing the NAVD 88
 AA5512.geopotential number by the normal gravity value computed on the
 AA5512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5512.degrees latitude (g = 980.6199 gals.).
 AA5512
 AA5512.The modeled gravity was interpolated from observed gravity values.
 AA5512
 AA5512;                    North         East    Units  Estimated Accuracy
 AA5512;SPC MI S     -    86,840.    4,048,410.      MT  (+/- 180 meters Scaled)
 AA5512
 AA5512                          SUPERSEDED SURVEY CONTROL
 AA5512
 AA5512.No superseded survey control is available for this station.
 AA5512
 AA5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG707846(NAD 83)
 AA5512_MARKER: DD = SURVEY DISK
 AA5512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5512_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1002
 AA5512_MARK LOGO: MI0150
 AA5512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5512+STABILITY: SURFACE MOTION
 AA5512
 AA5512  HISTORY     - Date     Condition        Report By
 AA5512  HISTORY     - 1972     MONUMENTED       MI0150
 AA5512
 AA5512                          STATION DESCRIPTION
 AA5512
 AA5512'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5512'STATION 1002 IS LOCATED AT THE SOUTHEAST CORNER OF S. MAPLE ROAD AND
 AA5512'JACKSON AVENUE, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 30,
 AA5512'ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5512'LOCATED 7.5 FT (2.3 M) SOUTHERLY OF THE SOUTHERLY EDGE OF THE 5 FT
 AA5512'(1.5 M) CONCRETE WALK ALONG THE SOUTHERLY SIDE OF JACKSON AVENUE AND
 AA5512'0.85 FT (0.26 M) EASTERLY OF THE EASTERLY EDGE OF THE 5 FT (1.5 M)
 AA5512'CONCRETE WALK ALONG THE EASTERLY SIDE OF SOUTH MAPLE ROAD. SAID
 AA5512'STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972
 AA5512'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE
 AA5512'PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5512'CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5513 ***********************************************************************
 AA5513  DESIGNATION -  1003
 AA5513  PID         -  AA5513
 AA5513  STATE/COUNTY-  MI/WASHTENAW
 AA5513  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5513
 AA5513                         *CURRENT SURVEY CONTROL
 AA5513  ___________________________________________________________________
 AA5513* NAD 83(1986)-  42 17 04.     (N)    083 46 47.     (W)     SCALED    
 AA5513* NAVD 88     -       283.717  (meters)     930.83   (feet)  ADJUSTED  
 AA5513  ___________________________________________________________________
 AA5513  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AA5513  DYNAMIC HT  -         283.627 (meters)     930.53  (feet)  COMP
 AA5513  MODELED GRAV-     980,297.8   (mgal)                       NAVD 88
 AA5513
 AA5513  VERT ORDER  -  SECOND    CLASS II
 AA5513
 AA5513.The horizontal coordinates were scaled from a topographic map and have
 AA5513.an estimated accuracy of +/- 6 seconds.
 AA5513
 AA5513.The orthometric height was determined by differential leveling
 AA5513.and adjusted by the National Geodetic Survey in August 1995..
 AA5513
 AA5513.The geoid height was determined by GEOID03.
 AA5513
 AA5513.The dynamic height is computed by dividing the NAVD 88
 AA5513.geopotential number by the normal gravity value computed on the
 AA5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5513.degrees latitude (g = 980.6199 gals.).
 AA5513
 AA5513.The modeled gravity was interpolated from observed gravity values.
 AA5513
 AA5513;                    North         East    Units  Estimated Accuracy
 AA5513;SPC MI S     -    87,300.    4,048,410.      MT  (+/- 180 meters Scaled)
 AA5513
 AA5513                          SUPERSEDED SURVEY CONTROL
 AA5513
 AA5513.No superseded survey control is available for this station.
 AA5513
 AA5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG708851(NAD 83)
 AA5513_MARKER: DD = SURVEY DISK
 AA5513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5513_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1003
 AA5513_MARK LOGO: MI0150
 AA5513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5513+STABILITY: SURFACE MOTION
 AA5513
 AA5513  HISTORY     - Date     Condition        Report By
 AA5513  HISTORY     - 1972     MONUMENTED       MI0150
 AA5513
 AA5513                          STATION DESCRIPTION
 AA5513
 AA5513'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5513'STATION 1003 IS LOCATED IN THE NORTHWEST CORNER OF VETERANS MEMORIAL
 AA5513'PARK ON NORTH MAPLE ROAD AT DEXTER AVENUE, SAID STATION BEING IN THE
 AA5513'NORTHWEST 1/4 OF SECTION 30, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN
 AA5513'ARBOR, MICHIGAN. THE STATION IS LOCATED 117 FT (35.7 M) SOUTH OF THE
 AA5513'SOUTH BACK OF CURB ALONG DEXTER AVENUE AND 17.1 FT (5.2 M) EAST OF THE
 AA5513'EAST BACK OF CURB ALONG THE EAST SIDE OF NORTH MAPLE ROAD. SAID
 AA5513'STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972
 AA5513'EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE
 AA5513'PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE
 AA5513'CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5514 ***********************************************************************
 AA5514  DESIGNATION -  1004
 AA5514  PID         -  AA5514
 AA5514  STATE/COUNTY-  MI/WASHTENAW
 AA5514  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5514
 AA5514                         *CURRENT SURVEY CONTROL
 AA5514  ___________________________________________________________________
 AA5514* NAD 83(1986)-  42 15 54.     (N)    083 46 45.     (W)     SCALED    
 AA5514* NAVD 88     -       297.538  (meters)     976.17   (feet)  ADJUSTED  
 AA5514  ___________________________________________________________________
 AA5514  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5514  DYNAMIC HT  -         297.443 (meters)     975.86  (feet)  COMP
 AA5514  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 AA5514
 AA5514  VERT ORDER  -  SECOND    CLASS II
 AA5514
 AA5514.The horizontal coordinates were scaled from a topographic map and have
 AA5514.an estimated accuracy of +/- 6 seconds.
 AA5514
 AA5514.The orthometric height was determined by differential leveling
 AA5514.and adjusted by the National Geodetic Survey in August 1995..
 AA5514
 AA5514.The geoid height was determined by GEOID03.
 AA5514
 AA5514.The dynamic height is computed by dividing the NAVD 88
 AA5514.geopotential number by the normal gravity value computed on the
 AA5514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5514.degrees latitude (g = 980.6199 gals.).
 AA5514
 AA5514.The modeled gravity was interpolated from observed gravity values.
 AA5514
 AA5514;                    North         East    Units  Estimated Accuracy
 AA5514;SPC MI S     -    85,140.    4,048,470.      MT  (+/- 180 meters Scaled)
 AA5514
 AA5514                          SUPERSEDED SURVEY CONTROL
 AA5514
 AA5514.No superseded survey control is available for this station.
 AA5514
 AA5514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG707829(NAD 83)
 AA5514_MARKER: DD = SURVEY DISK
 AA5514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5514_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1004
 AA5514_MARK LOGO: MI0150
 AA5514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5514+STABILITY: SURFACE MOTION
 AA5514
 AA5514  HISTORY     - Date     Condition        Report By
 AA5514  HISTORY     - 1993     MONUMENTED       MI0150
 AA5514
 AA5514                          STATION DESCRIPTION
 AA5514
 AA5514'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5514'STATION 1004 IS LOCATED AT THE SOUTHEAST CORNER OF SOUTH MAPLE ROAD
 AA5514'AND PAULINE BOULEVARD, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5514'SECTION 31, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5514'THE STATION IS LOCATED 1.0 FT (0.3 M) EAST OF THE EAST EDGE OF THE 5
 AA5514'FT (1.5 M) CONCRETE WALK ALONG THE EAST SIDE OF SOUTH MAPLE ROAD AND
 AA5514'1.0 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE 5 FT (1.5 M) CONCRETE
 AA5514'WALK ALONG THE SOUTH SIDE OF PAULINE BOULEVARD. SAID STATION IS A
 AA5514'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDTION OF THE
 AA5514'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II
 AA5514'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5514'ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5515 ***********************************************************************
 AA5515  DESIGNATION -  1005
 AA5515  PID         -  AA5515
 AA5515  STATE/COUNTY-  MI/WASHTENAW
 AA5515  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5515
 AA5515                         *CURRENT SURVEY CONTROL
 AA5515  ___________________________________________________________________
 AA5515* NAD 83(1986)-  42 15 23.     (N)    083 46 38.     (W)     SCALED    
 AA5515* NAVD 88     -       292.399  (meters)     959.31   (feet)  ADJUSTED  
 AA5515  ___________________________________________________________________
 AA5515  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AA5515  DYNAMIC HT  -         292.305 (meters)     959.00  (feet)  COMP
 AA5515  MODELED GRAV-     980,294.1   (mgal)                       NAVD 88
 AA5515
 AA5515  VERT ORDER  -  SECOND    CLASS II
 AA5515
 AA5515.The horizontal coordinates were scaled from a topographic map and have
 AA5515.an estimated accuracy of +/- 6 seconds.
 AA5515
 AA5515.The orthometric height was determined by differential leveling
 AA5515.and adjusted by the National Geodetic Survey in August 1995..
 AA5515
 AA5515.The geoid height was determined by GEOID03.
 AA5515
 AA5515.The dynamic height is computed by dividing the NAVD 88
 AA5515.geopotential number by the normal gravity value computed on the
 AA5515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5515.degrees latitude (g = 980.6199 gals.).
 AA5515
 AA5515.The modeled gravity was interpolated from observed gravity values.
 AA5515
 AA5515;                    North         East    Units  Estimated Accuracy
 AA5515;SPC MI S     -    84,190.    4,048,640.      MT  (+/- 180 meters Scaled)
 AA5515
 AA5515                          SUPERSEDED SURVEY CONTROL
 AA5515
 AA5515.No superseded survey control is available for this station.
 AA5515
 AA5515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG709819(NAD 83)
 AA5515_MARKER: DD = SURVEY DISK
 AA5515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA5515_SP_SET: SIDEWALK
 AA5515_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1005
 AA5515_MARK LOGO: MI0150
 AA5515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5515
 AA5515  HISTORY     - Date     Condition        Report By
 AA5515  HISTORY     - 1972     MONUMENTED       MI0150
 AA5515
 AA5515                          STATION DESCRIPTION
 AA5515
 AA5515'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5515'STATION 1005 IS LOCATED ON THE NORTH SIDE OF SCIO CHURCH ROAD, EAST OF
 AA5515'THE I-94 BRIDGE, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5515'31, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5515'STATION IS LOCATED 0.6 FT (0.2 M) NORTH OF THE NORTH FACE OF CURB
 AA5515'ALONG THE NORTH SIDE OF SCIO CHURCH ROAD AND 19.5 FT (5.9 M) WEST OF
 AA5515'THE EAST SIDE OF THE EASTERNMOST CONCRETE RAIL POST TO THE BRIDGE OVER
 AA5515'I-94. SAID STATION IS A VERTICAL CONTROL POINT AND IS DESCRIBED AS THE
 AA5515'1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET FLUSH
 AA5515'WITH THE TOP OF THE CONCRETE WALK OF THE AFOREMENTIONED BRIDGE. THIS
 AA5515'POINT WAS SET BY THE CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5516 ***********************************************************************
 AA5516  DESIGNATION -  1006
 AA5516  PID         -  AA5516
 AA5516  STATE/COUNTY-  MI/WASHTENAW
 AA5516  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5516
 AA5516                         *CURRENT SURVEY CONTROL
 AA5516  ___________________________________________________________________
 AA5516* NAD 83(1986)-  42 15 00.     (N)    083 46 02.     (W)     SCALED    
 AA5516* NAVD 88     -       283.800  (meters)     931.10   (feet)  ADJUSTED  
 AA5516  ___________________________________________________________________
 AA5516  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AA5516  DYNAMIC HT  -         283.710 (meters)     930.81  (feet)  COMP
 AA5516  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 AA5516
 AA5516  VERT ORDER  -  SECOND    CLASS II
 AA5516
 AA5516.The horizontal coordinates were scaled from a topographic map and have
 AA5516.an estimated accuracy of +/- 6 seconds.
 AA5516
 AA5516.The orthometric height was determined by differential leveling
 AA5516.and adjusted by the National Geodetic Survey in August 1995..
 AA5516
 AA5516.The geoid height was determined by GEOID03.
 AA5516
 AA5516.The dynamic height is computed by dividing the NAVD 88
 AA5516.geopotential number by the normal gravity value computed on the
 AA5516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5516.degrees latitude (g = 980.6199 gals.).
 AA5516
 AA5516.The modeled gravity was interpolated from observed gravity values.
 AA5516
 AA5516;                    North         East    Units  Estimated Accuracy
 AA5516;SPC MI S     -    83,490.    4,049,470.      MT  (+/- 180 meters Scaled)
 AA5516
 AA5516                          SUPERSEDED SURVEY CONTROL
 AA5516
 AA5516.No superseded survey control is available for this station.
 AA5516
 AA5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG717812(NAD 83)
 AA5516_MARKER: DD = SURVEY DISK
 AA5516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5516_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1006
 AA5516_MARK LOGO: MI0150
 AA5516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5516+STABILITY: SURFACE MOTION
 AA5516
 AA5516  HISTORY     - Date     Condition        Report By
 AA5516  HISTORY     - 1993     MONUMENTED       MI0150
 AA5516
 AA5516                          STATION DESCRIPTION
 AA5516
 AA5516'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5516'STATION 1006 IS LOCATED AT THE SOUTHEAST CORNER OF BROOKFIELD DRIVE
 AA5516'AND NORTHBROOK DRIVE, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5516'SECTION 6, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5516'THE STATION IS LOCATED 1.4 FT (0.4 M) SOUTH OF THE BACK OF CURB ALONG
 AA5516'THE SOUTH SIDE OF NORTHBROOK DRIVE AND 1.5 FT (0.5 M) EAST OF THE EAST
 AA5516'EDGE OF THE 8 FT (2.4 M) ASPHALT BIKE PATH ALONG THE EAST SIDE OF
 AA5516'BROOKFIELD DRIVE. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5516'DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5516'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5516'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5517 ***********************************************************************
 AA5517  DESIGNATION -  1007
 AA5517  PID         -  AA5517
 AA5517  STATE/COUNTY-  MI/WASHTENAW
 AA5517  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5517
 AA5517                         *CURRENT SURVEY CONTROL
 AA5517  ___________________________________________________________________
 AA5517* NAD 83(1986)-  42 16 55.     (N)    083 45 28.     (W)     SCALED    
 AA5517* NAVD 88     -       255.593  (meters)     838.56   (feet)  ADJUSTED  
 AA5517  ___________________________________________________________________
 AA5517  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5517  DYNAMIC HT  -         255.512 (meters)     838.29  (feet)  COMP
 AA5517  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 AA5517
 AA5517  VERT ORDER  -  SECOND    CLASS II
 AA5517
 AA5517.The horizontal coordinates were scaled from a topographic map and have
 AA5517.an estimated accuracy of +/- 6 seconds.
 AA5517
 AA5517.The orthometric height was determined by differential leveling
 AA5517.and adjusted by the National Geodetic Survey in August 1995..
 AA5517
 AA5517.The geoid height was determined by GEOID03.
 AA5517
 AA5517.The dynamic height is computed by dividing the NAVD 88
 AA5517.geopotential number by the normal gravity value computed on the
 AA5517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5517.degrees latitude (g = 980.6199 gals.).
 AA5517
 AA5517.The modeled gravity was interpolated from observed gravity values.
 AA5517
 AA5517;                    North         East    Units  Estimated Accuracy
 AA5517;SPC MI S     -    87,040.    4,050,220.      MT  (+/- 180 meters Scaled)
 AA5517
 AA5517                          SUPERSEDED SURVEY CONTROL
 AA5517
 AA5517.No superseded survey control is available for this station.
 AA5517
 AA5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG726847(NAD 83)
 AA5517_MARKER: DD = SURVEY DISK
 AA5517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5517_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1007
 AA5517_MARK LOGO: MI0150
 AA5517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5517+STABILITY: SURFACE MOTION
 AA5517
 AA5517  HISTORY     - Date     Condition        Report By
 AA5517  HISTORY     - 1993     MONUMENTED       MI0150
 AA5517
 AA5517                          STATION DESCRIPTION
 AA5517
 AA5517'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5517'STATION 1007 IS LOCATED AT THE NORTHEAST CORNER OF WEST HURON STREET
 AA5517'AND NORTH SEVENTH STREET, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5517'SECTION 29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5517'THE STATION IS LOCATED 3.7 FT (1.1 M) NORTH OF THE BACK OF CURB ALONG
 AA5517'THE NORTH SIDE OF WEST HURON STREET AND 35.8 FT (10.9 M) WEST OF THE
 AA5517'WEST EDGE OF THE 5 FT (1.5 M) CONCRETE LEAD WALK CROSSING WEST HURON
 AA5517'STREET. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED
 AA5517'AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET
 AA5517'IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5517'SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5518 ***********************************************************************
 AA5518  DESIGNATION -  1008
 AA5518  PID         -  AA5518
 AA5518  STATE/COUNTY-  MI/WASHTENAW
 AA5518  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5518
 AA5518                         *CURRENT SURVEY CONTROL
 AA5518  ___________________________________________________________________
 AA5518* NAD 83(1986)-  42 16 10.     (N)    083 45 01.     (W)     SCALED    
 AA5518* NAVD 88     -       264.300  (meters)     867.12   (feet)  ADJUSTED  
 AA5518  ___________________________________________________________________
 AA5518  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5518  DYNAMIC HT  -         264.216 (meters)     866.85  (feet)  COMP
 AA5518  MODELED GRAV-     980,298.3   (mgal)                       NAVD 88
 AA5518
 AA5518  VERT ORDER  -  SECOND    CLASS II
 AA5518
 AA5518.The horizontal coordinates were scaled from a topographic map and have
 AA5518.an estimated accuracy of +/- 6 seconds.
 AA5518
 AA5518.The orthometric height was determined by differential leveling
 AA5518.and adjusted by the National Geodetic Survey in August 1995..
 AA5518
 AA5518.The geoid height was determined by GEOID03.
 AA5518
 AA5518.The dynamic height is computed by dividing the NAVD 88
 AA5518.geopotential number by the normal gravity value computed on the
 AA5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5518.degrees latitude (g = 980.6199 gals.).
 AA5518
 AA5518.The modeled gravity was interpolated from observed gravity values.
 AA5518
 AA5518;                    North         East    Units  Estimated Accuracy
 AA5518;SPC MI S     -    85,660.    4,050,850.      MT  (+/- 180 meters Scaled)
 AA5518
 AA5518                          SUPERSEDED SURVEY CONTROL
 AA5518
 AA5518.No superseded survey control is available for this station.
 AA5518
 AA5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG731833(NAD 83)
 AA5518_MARKER: DD = SURVEY DISK
 AA5518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5518_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1008
 AA5518_MARK LOGO: MI0150
 AA5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5518+STABILITY: SURFACE MOTION
 AA5518
 AA5518  HISTORY     - Date     Condition        Report By
 AA5518  HISTORY     - 1972     MONUMENTED       MI0150
 AA5518  HISTORY     - 20030621 GOOD             USPSQD
 AA5518
 AA5518                          STATION DESCRIPTION
 AA5518
 AA5518'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5518'STATION 1008 IS LOCATED AT THE NORTHWEST CORNER OF SOUTH MAIN STREET
 AA5518'AND WEST HOOVER AVENUE, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5518'SECTION 32, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5518'THE STATION IS LOCATED 0.5 FT (0.2 M) WEST OF THE WEST EDGE OF THE 5
 AA5518'FT (1.5 M) CONCRETE WALK ALONG THE WEST SIDE OF SOUTH MAIN STREET AND
 AA5518'0.5 FT (0.2 M) NORTH OF THE NORTH EDGE OF THE 5 FT (1.5 M) CONCRETE
 AA5518'WALK ALONG THE NORTH SIDE OF WEST HOOVER AVENUE. SAID STATION IS A
 AA5518'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5518'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5518'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5518'ARBOR IN 1972.
 AA5518
 AA5518                          STATION RECOVERY (2003)
 AA5518
 AA5518'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5519 ***********************************************************************
 AA5519  DESIGNATION -  1009
 AA5519  PID         -  AA5519
 AA5519  STATE/COUNTY-  MI/WASHTENAW
 AA5519  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5519
 AA5519                         *CURRENT SURVEY CONTROL
 AA5519  ___________________________________________________________________
 AA5519* NAD 83(1986)-  42 16 27.     (N)    083 44 57.     (W)     SCALED    
 AA5519* NAVD 88     -       249.101  (meters)     817.26   (feet)  ADJUSTED  
 AA5519  ___________________________________________________________________
 AA5519  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AA5519  DYNAMIC HT  -         249.022 (meters)     817.00  (feet)  COMP
 AA5519  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 AA5519
 AA5519  VERT ORDER  -  SECOND    CLASS II
 AA5519
 AA5519.The horizontal coordinates were scaled from a topographic map and have
 AA5519.an estimated accuracy of +/- 6 seconds.
 AA5519
 AA5519.The orthometric height was determined by differential leveling
 AA5519.and adjusted by the National Geodetic Survey in August 1995..
 AA5519
 AA5519.The geoid height was determined by GEOID03.
 AA5519
 AA5519.The dynamic height is computed by dividing the NAVD 88
 AA5519.geopotential number by the normal gravity value computed on the
 AA5519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5519.degrees latitude (g = 980.6199 gals.).
 AA5519
 AA5519.The modeled gravity was interpolated from observed gravity values.
 AA5519
 AA5519;                    North         East    Units  Estimated Accuracy
 AA5519;SPC MI S     -    86,180.    4,050,940.      MT  (+/- 180 meters Scaled)
 AA5519
 AA5519                          SUPERSEDED SURVEY CONTROL
 AA5519
 AA5519.No superseded survey control is available for this station.
 AA5519
 AA5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG732838(NAD 83)
 AA5519_MARKER: DD = SURVEY DISK
 AA5519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5519_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1009
 AA5519_MARK LOGO: MI0150
 AA5519_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5519+STABILITY: SURFACE MOTION
 AA5519
 AA5519  HISTORY     - Date     Condition        Report By
 AA5519  HISTORY     - 1972     MONUMENTED       MI0150
 AA5519  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 AA5519
 AA5519                          STATION DESCRIPTION
 AA5519
 AA5519'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5519'STATION 1009 IS LOCATED AT THE NORTHWEST CORNER OF SOUTH MAIN STREET
 AA5519'AND WEST MADISON STREET, SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5519'SECTION 29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5519'THE STATION IS LOCATED 0.8 FT (0.2 M) WEST OF THE BACK OF CURB ALONG
 AA5519'THE WEST SIDE OF SOUTH MAIN STREET AND 4.2 FT (1.3 M) NORTH OF THE
 AA5519'NORTH EDGE OF THE CONCRETE RAMP TO SOUTH MAIN STREET. SAID STATION IS
 AA5519'A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF
 AA5519'THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL
 AA5519'III AND IS FLUSH WITH THE GROUND. THE POINT WAS SET BY THE CITY OF ANN
 AA5519'ARBOR IN 1972.
 AA5519
 AA5519                          STATION RECOVERY (2003)
 AA5519
 AA5519'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0138 ***********************************************************************
 OK0138  DESIGNATION -  101 1/2
 OK0138  PID         -  OK0138
 OK0138  STATE/COUNTY-  MI/CLINTON
 OK0138  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0138
 OK0138                         *CURRENT SURVEY CONTROL
 OK0138  ___________________________________________________________________
 OK0138* NAD 83(1986)-  43 00 15.     (N)    084 37 26.     (W)     SCALED    
 OK0138* NAVD 88     -       224.178  (meters)     735.49   (feet)  ADJUSTED  
 OK0138  ___________________________________________________________________
 OK0138  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OK0138  DYNAMIC HT  -         224.127 (meters)     735.32  (feet)  COMP
 OK0138  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 OK0138
 OK0138  VERT ORDER  -  SECOND    CLASS 0
 OK0138
 OK0138.The horizontal coordinates were scaled from a topographic map and have
 OK0138.an estimated accuracy of +/- 6 seconds.
 OK0138
 OK0138.The orthometric height was determined by differential leveling
 OK0138.and adjusted by the National Geodetic Survey in June 1991..
 OK0138
 OK0138.The geoid height was determined by GEOID03.
 OK0138
 OK0138.The dynamic height is computed by dividing the NAVD 88
 OK0138.geopotential number by the normal gravity value computed on the
 OK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0138.degrees latitude (g = 980.6199 gals.).
 OK0138
 OK0138.The modeled gravity was interpolated from observed gravity values.
 OK0138
 OK0138;                    North         East    Units  Estimated Accuracy
 OK0138;SPC MI S     -   167,110.    3,979,030.      MT  (+/- 180 meters Scaled)
 OK0138
 OK0138                          SUPERSEDED SURVEY CONTROL
 OK0138
 OK0138  NGVD 29 (??/??/92)  224.320  (m)          735.96   (f) ADJ UNCH    2 0
 OK0138
 OK0138.Superseded values are not recommended for survey control.
 OK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0138.See file dsdata.txt to determine how the superseded data were derived.
 OK0138
 OK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN936640(NAD 83)
 OK0138_MARKER: Z = SEE DESCRIPTION
 OK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0138_STAMPING: BM 101 1/2
 OK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0138+STABILITY: SURFACE MOTION
 OK0138
 OK0138  HISTORY     - Date     Condition        Report By
 OK0138  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0138  HISTORY     - 1934     GOOD             NGS
 OK0138  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 OK0138  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0138
 OK0138                          STATION DESCRIPTION
 OK0138
 OK0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0138'3.4 MI W FROM ST JOHNS.
 OK0138'3.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0138'STATION AT SAINT JOHNS, CLINTON COUNTY, 45 FEET NORTH OF THE
 OK0138'NORTH RAIL, 2.4 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN THE
 OK0138'TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 101 1/2 AND SET IN
 OK0138'THE TOP OF A CONCRETE POST.
 OK0138
 OK0138                          STATION RECOVERY (1994)
 OK0138
 OK0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0138'MARK NOT FOUND.
 OK0138
 OK0138                          STATION RECOVERY (2001)
 OK0138
 OK0138'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0138'MONUMENT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5145 ***********************************************************************
 AA5145  DESIGNATION -  101 AUGUSTA
 AA5145  PID         -  AA5145
 AA5145  STATE/COUNTY-  MI/WASHTENAW
 AA5145  USGS QUAD   -  YPSILANTI EAST (1983)
 AA5145
 AA5145                         *CURRENT SURVEY CONTROL
 AA5145  ___________________________________________________________________
 AA5145* NAD 83(1994)-  42 07 41.60936(N)    083 35 58.73266(W)     ADJUSTED  
 AA5145* NAVD 88     -       206.0    (meters)     676.     (feet)  GPS OBS   
 AA5145  ___________________________________________________________________
 AA5145  X           -     528,122.381 (meters)                     COMP
 AA5145  Y           -  -4,708,055.964 (meters)                     COMP
 AA5145  Z           -   4,256,292.446 (meters)                     COMP
 AA5145  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AA5145  ELLIP HEIGHT-         171.49  (meters)          (07/12/02) GPS OBS
 AA5145  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AA5145
 AA5145  HORZ ORDER  -  FIRST
 AA5145  ELLP ORDER  -  FOURTH    CLASS I
 AA5145
 AA5145.The horizontal coordinates were established by GPS observations
 AA5145.and adjusted by the National Geodetic Survey in February 1997..
 AA5145
 AA5145.The orthometric height was determined by GPS observations and a
 AA5145.high-resolution geoid model.
 AA5145
 AA5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5145
 AA5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5145
 AA5145.The ellipsoidal height was determined by GPS observations
 AA5145.and is referenced to NAD 83.
 AA5145
 AA5145.The geoid height was determined by GEOID03.
 AA5145
 AA5145;                    North         East     Units Scale Factor Converg.
 AA5145;SPC MI S     -    70,071.531 4,063,419.052   MT  0.99999344   +0 31 19.1
 AA5145;SPC MI S     -   229,893.47 13,331,427.34   iFT  0.99999344   +0 31 19.1
 AA5145;UTM  17      - 4,667,284.080   285,128.600   MT  1.00016813   -1 44 40.2
 AA5145
 AA5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5145!SPC MI S     -   0.99997310  x   0.99999344  =   0.99996654
 AA5145!UTM  17      -   0.99997310  x   1.00016813  =   1.00014123
 AA5145
 AA5145                          SUPERSEDED SURVEY CONTROL
 AA5145
 AA5145  ELLIP H (02/03/97)  171.53   (m)                       GP(       ) 4 1
 AA5145  NAD 83(1986)-  42 07 41.61593(N)    083 35 58.75562(W) AD(       ) 1
 AA5145
 AA5145.Superseded values are not recommended for survey control.
 AA5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5145.See file dsdata.txt to determine how the superseded data were derived.
 AA5145
 AA5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8512967284(NAD 83)
 AA5145_MARKER: DD = SURVEY DISK
 AA5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5145_STAMPING: 101
 AA5145_MARK LOGO: MI-161
 AA5145_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5145+STABILITY: SURFACE MOTION
 AA5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5145+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AA5145
 AA5145  HISTORY     - Date     Condition        Report By
 AA5145  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5145  HISTORY     - 20010331 GOOD             NGS
 AA5145  HISTORY     - 20050521 GOOD             USPSQD
 AA5145
 AA5145                          STATION DESCRIPTION
 AA5145
 AA5145'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5145'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5145'VILLAGE OF WHITAKER. THE STATION IS IN THE SOUTHWEST QUARTER OF
 AA5145'SECTION 15, TOWNSHIP 4 SOUTH, RANGE 7 EAST, AUGUSTA TOWNSHIP. TO REACH
 AA5145'THE STATION FROM THE INTERSECTION OF I-94 AND THE WHITTAKER ROAD EXIT,
 AA5145'PROCEED SOUTH ON WHITAKER ROAD FOR 7 MI (11.3 KM) TO THE INTERSECTION
 AA5145'WITH STONY CREEK ROAD, AND THE STATION LOCATED IN THE NORTHEAST CORNER
 AA5145'OF THE INTERSECTION, BETWEEN THE SOUTH EDGE OF THE AUGUSTA TOWNSHIP
 AA5145'HALL PARKING AREA AND THE NORTHERLY TRAVELLED EDGE OF STONY CREEK
 AA5145'ROAD. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5145'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY
 AA5145'REMONUMENTATION GEODETIC CONTROL 101". THE DISK IS LOCATED 82.8 FT
 AA5145'(25.2 M) S40W OF A POWER POLE, 14.3 FT (4.4 M) N40W OF THE TOP CENTER
 AA5145'OF A FIRE HYDRANT, 102.2 FT (31.2 M) N10E OF THE SOUTHWEST CORNER OF
 AA5145'THE FIRE STATION BUILDING, AND 93.85 FT (28.61 M) N70E OF THE
 AA5145'SOUTHWEST CORNER OF THE PORCH OF THE TOWNSHIP HALL.
 AA5145
 AA5145                          STATION RECOVERY (2001)
 AA5145
 AA5145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5145'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5145
 AA5145                          STATION RECOVERY (2005)
 AA5145
 AA5145'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA5145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1271 ***********************************************************************
 RJ1271  DESIGNATION -  101 C7W 074
 RJ1271  PID         -  RJ1271
 RJ1271  STATE/COUNTY-  MI/CHIPPEWA
 RJ1271  USGS QUAD   -  MUNUSCONG (1976)
 RJ1271
 RJ1271                         *CURRENT SURVEY CONTROL
 RJ1271  ___________________________________________________________________
 RJ1271* NAD 83(1994)-  46 14 19.33457(N)    084 10 12.93109(W)     ADJUSTED  
 RJ1271* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 RJ1271  ___________________________________________________________________
 RJ1271  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 RJ1271  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1271
 RJ1271  HORZ ORDER  -  SECOND
 RJ1271
 RJ1271.The horizontal coordinates were established by classical geodetic methods
 RJ1271.and adjusted by the National Geodetic Survey in February 1997..
 RJ1271
 RJ1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1271
 RJ1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1271
 RJ1271.The geoid height was determined by GEOID03.
 RJ1271
 RJ1271;                    North         East     Units Scale Factor Converg.
 RJ1271;SPC MI N     -   165,650.480 8,218,189.095   MT  0.99990316   +2 02 43.1
 RJ1271;SPC MI N     -   543,472.70 26,962,562.65   iFT  0.99990316   +2 02 43.1
 RJ1271;UTM  16      - 5,124,462.200   718,165.544   MT  1.00018512   +2 02 40.3
 RJ1271
 RJ1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1271!SPC MI N     -   0.99997787  x   0.99990316  =   0.99988103
 RJ1271!UTM  16      -   0.99997787  x   1.00018512  =   1.00016298
 RJ1271
 RJ1271                          SUPERSEDED SURVEY CONTROL
 RJ1271
 RJ1271  NAD 83(1986)-  46 14 19.32591(N)    084 10 12.92779(W) AD(       ) 2
 RJ1271  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ1271
 RJ1271.Superseded values are not recommended for survey control.
 RJ1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1271.See file dsdata.txt to determine how the superseded data were derived.
 RJ1271
 RJ1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1816624462(NAD 83)
 RJ1271_MARKER: DS = TRIANGULATION STATION DISK
 RJ1271_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1271+WITH SETTING: INFORMATION.
 RJ1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1271
 RJ1271  HISTORY     - Date     Condition        Report By
 RJ1271  HISTORY     - 1988     MONUMENTED       USE
 RJ1271
 RJ1271                          STATION DESCRIPTION
 RJ1271
 RJ1271'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1271'THE STATION IS LOCATED ABOUT 31.7 KM (19.7 MI) SOUTH-SOUTHEAST OF
 RJ1271'SAULT STE MARIE, 33.6 KM (20.9 MI) EAST OF RUDYARD AND 34.3 KM (21.3
 RJ1271'MI) NORTHWEST OF DETOUR VILLAGE ON NEEBISH ISLAND, IN GOVT LOT 2
 RJ1271'SEC 3, T44N-R2E.
 RJ1271'OWNERSHIP---DOROTHY NAGEL, JAMES AND GRETCHEN ROSS
 RJ1271'
 RJ1271'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1271'4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1271'TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1271'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1271'DOWNRIVER FOR 10 MINUTES
 RJ1271'TO ROCKY TIP OF ISLAND WHERE STATION IS LOCATED.
 RJ1271'
 RJ1271'THE STATION IS A STANDARD COE DISK
 RJ1271'THAT IS STAMPED---C7W-074 1988---, SET INTO
 RJ1271'A PVC SLEEVE SET IN CONCRETE AND ATTACHED
 RJ1271'TO AN ALUMINUM ROD DRIVEN 4.3 METERS (14 FT) INTO THE GROUND, LOCATED
 RJ1271'1.8 METERS (6 FT) EAST OF EDGE OF BANK, 5.5 METERS (18 FT) EAST OF
 RJ1271'EDGE OF WATER AND 6.7 METERS (22 FT) NORTH OF WATER.
 RJ1271'
 RJ1271'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5520 ***********************************************************************
 AA5520  DESIGNATION -  1010
 AA5520  PID         -  AA5520
 AA5520  STATE/COUNTY-  MI/WASHTENAW
 AA5520  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5520
 AA5520                         *CURRENT SURVEY CONTROL
 AA5520  ___________________________________________________________________
 AA5520* NAD 83(1986)-  42 17 08.     (N)    083 44 49.     (W)     SCALED    
 AA5520* NAVD 88     -       247.484  (meters)     811.95   (feet)  ADJUSTED  
 AA5520  ___________________________________________________________________
 AA5520  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA5520  DYNAMIC HT  -         247.406 (meters)     811.70  (feet)  COMP
 AA5520  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 AA5520
 AA5520  VERT ORDER  -  SECOND    CLASS II
 AA5520
 AA5520.The horizontal coordinates were scaled from a topographic map and have
 AA5520.an estimated accuracy of +/- 6 seconds.
 AA5520
 AA5520.The orthometric height was determined by differential leveling
 AA5520.and adjusted by the National Geodetic Survey in August 1995..
 AA5520
 AA5520.The geoid height was determined by GEOID03.
 AA5520
 AA5520.The dynamic height is computed by dividing the NAVD 88
 AA5520.geopotential number by the normal gravity value computed on the
 AA5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5520.degrees latitude (g = 980.6199 gals.).
 AA5520
 AA5520.The modeled gravity was interpolated from observed gravity values.
 AA5520
 AA5520;                    North         East    Units  Estimated Accuracy
 AA5520;SPC MI S     -    87,450.    4,051,110.      MT  (+/- 180 meters Scaled)
 AA5520
 AA5520                          SUPERSEDED SURVEY CONTROL
 AA5520
 AA5520.No superseded survey control is available for this station.
 AA5520
 AA5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG735851(NAD 83)
 AA5520_MARKER: DD = SURVEY DISK
 AA5520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5520_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1010
 AA5520_MARK LOGO: MI0150
 AA5520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5520+STABILITY: SURFACE MOTION
 AA5520
 AA5520  HISTORY     - Date     Condition        Report By
 AA5520  HISTORY     - 1972     MONUMENTED       MI0150
 AA5520  HISTORY     - 20030621 GOOD             USPSQD
 AA5520
 AA5520                          STATION DESCRIPTION
 AA5520
 AA5520'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5520'STATION 1010 IS LOCATED AT THE NORTHWEST CORNER OF NORTH FOURTH AVENUE
 AA5520'AND BEAKES STREET, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION
 AA5520'29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5520'STATION IS LOCATED 4 FT (1.2 M) EAST OF THE EAST EDGE OF THE 5 FT (1.5
 AA5520'M) CONCRETE RAMP ALONG THE WEST SIDE OF NORTH FOURTH AVENUE AND 1.35
 AA5520'FT (0.41 M) SOUTH OF THE SOUTHERLY EDGE OF THE 5 FT (1.5 M) CONCRETE
 AA5520'RAMP ALONG THE NORTHERLY SIDE OF BEAKES STREET. SAID STATION IS A
 AA5520'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5520'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5520'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5520'ARBOR IN 1972.
 AA5520
 AA5520                          STATION RECOVERY (2003)
 AA5520
 AA5520'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5521 ***********************************************************************
 AA5521  DESIGNATION -  1011
 AA5521  PID         -  AA5521
 AA5521  STATE/COUNTY-  MI/WASHTENAW
 AA5521  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5521
 AA5521                         *CURRENT SURVEY CONTROL
 AA5521  ___________________________________________________________________
 AA5521* NAD 83(1986)-  42 16 51.     (N)    083 44 28.     (W)     SCALED    
 AA5521* NAVD 88     -       266.187  (meters)     873.32   (feet)  ADJUSTED  
 AA5521  ___________________________________________________________________
 AA5521  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AA5521  DYNAMIC HT  -         266.104 (meters)     873.04  (feet)  COMP
 AA5521  MODELED GRAV-     980,299.9   (mgal)                       NAVD 88
 AA5521
 AA5521  VERT ORDER  -  SECOND    CLASS II
 AA5521
 AA5521.The horizontal coordinates were scaled from a topographic map and have
 AA5521.an estimated accuracy of +/- 6 seconds.
 AA5521
 AA5521.The orthometric height was determined by differential leveling
 AA5521.and adjusted by the National Geodetic Survey in August 1995..
 AA5521
 AA5521.The geoid height was determined by GEOID03.
 AA5521
 AA5521.The dynamic height is computed by dividing the NAVD 88
 AA5521.geopotential number by the normal gravity value computed on the
 AA5521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5521.degrees latitude (g = 980.6199 gals.).
 AA5521
 AA5521.The modeled gravity was interpolated from observed gravity values.
 AA5521
 AA5521;                    North         East    Units  Estimated Accuracy
 AA5521;SPC MI S     -    86,930.    4,051,600.      MT  (+/- 180 meters Scaled)
 AA5521
 AA5521                          SUPERSEDED SURVEY CONTROL
 AA5521
 AA5521.No superseded survey control is available for this station.
 AA5521
 AA5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG739845(NAD 83)
 AA5521_MARKER: DD = SURVEY DISK
 AA5521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5521_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1011
 AA5521_MARK LOGO: MI0150
 AA5521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5521+STABILITY: SURFACE MOTION
 AA5521
 AA5521  HISTORY     - Date     Condition        Report By
 AA5521  HISTORY     - 1993     MONUMENTED       MI0150
 AA5521  HISTORY     - 20030621 GOOD             USPSQD
 AA5521
 AA5521                          STATION DESCRIPTION
 AA5521
 AA5521'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5521'STATION 1011 IS LOCATED AT THE SOUTHWEST CORNER OF EAST HURON STREET
 AA5521'AND SOUTH STATE STREET, SAID STATION BEING IN THE NORTHEAST 1/4 OF
 AA5521'SECTION 29, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5521'THE STATION IS LOCATED 1.1 FT (0.3 M) NORTH OF THE NORTH EDGE OF THE 5
 AA5521'FT (1.5 M) CONCRETE WALK ALONG THE SOUTH SIDE OF EAST HURON STREET AND
 AA5521'1.0 FT (0.3 M) WEST OF THE WEST EDGE OF THE 10 FT (3.0 M) CONCRETE
 AA5521'WALK ALONG THE WEST SIDE OF SOUTH STATE STREET. SAID STATION IS A
 AA5521'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE
 AA5521'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II
 AA5521'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5521'ARBOR IN 1993.
 AA5521
 AA5521                          STATION RECOVERY (2003)
 AA5521
 AA5521'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA5521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5522 ***********************************************************************
 AA5522  DESIGNATION -  1012
 AA5522  PID         -  AA5522
 AA5522  STATE/COUNTY-  MI/WASHTENAW
 AA5522  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5522
 AA5522                         *CURRENT SURVEY CONTROL
 AA5522  ___________________________________________________________________
 AA5522* NAD 83(1986)-  42 16 14.     (N)    083 44 25.     (W)     SCALED    
 AA5522* NAVD 88     -       253.091  (meters)     830.35   (feet)  ADJUSTED  
 AA5522  ___________________________________________________________________
 AA5522  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA5522  DYNAMIC HT  -         253.011 (meters)     830.09  (feet)  COMP
 AA5522  MODELED GRAV-     980,299.0   (mgal)                       NAVD 88
 AA5522
 AA5522  VERT ORDER  -  SECOND    CLASS II
 AA5522
 AA5522.The horizontal coordinates were scaled from a topographic map and have
 AA5522.an estimated accuracy of +/- 6 seconds.
 AA5522
 AA5522.The orthometric height was determined by differential leveling
 AA5522.and adjusted by the National Geodetic Survey in August 1995..
 AA5522
 AA5522.The geoid height was determined by GEOID03.
 AA5522
 AA5522.The dynamic height is computed by dividing the NAVD 88
 AA5522.geopotential number by the normal gravity value computed on the
 AA5522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5522.degrees latitude (g = 980.6199 gals.).
 AA5522
 AA5522.The modeled gravity was interpolated from observed gravity values.
 AA5522
 AA5522;                    North         East    Units  Estimated Accuracy
 AA5522;SPC MI S     -    85,780.    4,051,670.      MT  (+/- 180 meters Scaled)
 AA5522
 AA5522                          SUPERSEDED SURVEY CONTROL
 AA5522
 AA5522.No superseded survey control is available for this station.
 AA5522
 AA5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG740834(NAD 83)
 AA5522_MARKER: DD = SURVEY DISK
 AA5522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5522_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1012
 AA5522_MARK LOGO: MI0150
 AA5522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5522+STABILITY: SURFACE MOTION
 AA5522
 AA5522  HISTORY     - Date     Condition        Report By
 AA5522  HISTORY     - 1972     MONUMENTED       MI0150
 AA5522
 AA5522                          STATION DESCRIPTION
 AA5522
 AA5522'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5522'STATION 1012 IS LOCATED IN THE GRASS TRAFFIC ISLAND AT ARCH STREET AND
 AA5522'WHITE STREET, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 33,
 AA5522'ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5522'LOCATED IN THE GRASS TRAFFIC ISLAND, 5.4 FT (1.6 M) SOUTHEASTERLY OF
 AA5522'THE BACK OF CURB ALONG THE NORTHWESTERLY SIDE OF THE GRASS TRAFFIC
 AA5522'ISLAND AND 13.1 FT (4.0 M) NORTHEASTERLY OF THE BACK OF CURB AT THE
 AA5522'STORM INLET AT THE WESTERLY BULLNOSE OF THE AFOREMENTIONED ISLAND.
 AA5522'SIAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5522'1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5522'CONCRETE PER DETAIL III AND SET FLUSH WITH THE GROUND. THIS POINT WAS
 AA5522'SET BY THE CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5523 ***********************************************************************
 AA5523  DESIGNATION -  1013
 AA5523  PID         -  AA5523
 AA5523  STATE/COUNTY-  MI/WASHTENAW
 AA5523  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5523
 AA5523                         *CURRENT SURVEY CONTROL
 AA5523  ___________________________________________________________________
 AA5523* NAD 83(1986)-  42 13 45.     (N)    083 44 20.     (W)     SCALED    
 AA5523* NAVD 88     -       253.317  (meters)     831.09   (feet)  ADJUSTED  
 AA5523  ___________________________________________________________________
 AA5523  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AA5523  DYNAMIC HT  -         253.235 (meters)     830.82  (feet)  COMP
 AA5523  MODELED GRAV-     980,294.0   (mgal)                       NAVD 88
 AA5523
 AA5523  VERT ORDER  -  SECOND    CLASS II
 AA5523
 AA5523.The horizontal coordinates were scaled from a topographic map and have
 AA5523.an estimated accuracy of +/- 6 seconds.
 AA5523
 AA5523.The orthometric height was determined by differential leveling
 AA5523.and adjusted by the National Geodetic Survey in August 1995..
 AA5523
 AA5523.The geoid height was determined by GEOID03.
 AA5523
 AA5523.The dynamic height is computed by dividing the NAVD 88
 AA5523.geopotential number by the normal gravity value computed on the
 AA5523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5523.degrees latitude (g = 980.6199 gals.).
 AA5523
 AA5523.The modeled gravity was interpolated from observed gravity values.
 AA5523
 AA5523;                    North         East    Units  Estimated Accuracy
 AA5523;SPC MI S     -    81,190.    4,051,820.      MT  (+/- 180 meters Scaled)
 AA5523
 AA5523                          SUPERSEDED SURVEY CONTROL
 AA5523
 AA5523.No superseded survey control is available for this station.
 AA5523
 AA5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG739788(NAD 83)
 AA5523_MARKER: DD = SURVEY DISK
 AA5523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5523_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1013
 AA5523_MARK LOGO: MI0150
 AA5523_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5523+STABILITY: SURFACE MOTION
 AA5523
 AA5523  HISTORY     - Date     Condition        Report By
 AA5523  HISTORY     - 1972     MONUMENTED       MI0150
 AA5523
 AA5523                          STATION DESCRIPTION
 AA5523
 AA5523'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5523'STATION 1013 IS LOCATED ON THE GROUNDS OF THE PITTSFIELD TOWNSHIP HALL
 AA5523'AT THE SOUTHWEST CORNER OF SOUTH STATE STREET AND ELLSWORTH ROAD, SAID
 AA5523'STATION BEING IN THE NORTHEAST 1/4 OF SECTION 17, PITTSFIELD TOWNSHIP,
 AA5523'MICHIGAN. THE STATION IS LOCATED 0.5 FT (0.2 M) NORTH OF THE NORTH
 AA5523'EDGE OF THE 6 FT (1.8 M) CONCRETE WALK TO THE NORTH ENTRANCE OF THE
 AA5523'TOWNSHIP HALL AND 0.5 FT (0.2 M) WEST OF THE WEST EDGE OF THE TOWNSHIP
 AA5523'HALL. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS
 AA5523'THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5523'CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5523'SET BY THE CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5524 ***********************************************************************
 AA5524  DESIGNATION -  1014
 AA5524  PID         -  AA5524
 AA5524  STATE/COUNTY-  MI/WASHTENAW
 AA5524  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5524
 AA5524                         *CURRENT SURVEY CONTROL
 AA5524  ___________________________________________________________________
 AA5524* NAD 83(1986)-  42 17 42.     (N)    083 44 17.     (W)     SCALED    
 AA5524* NAVD 88     -       256.959  (meters)     843.04   (feet)  ADJUSTED  
 AA5524  ___________________________________________________________________
 AA5524  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA5524  DYNAMIC HT  -         256.878 (meters)     842.77  (feet)  COMP
 AA5524  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 AA5524
 AA5524  VERT ORDER  -  SECOND    CLASS II
 AA5524
 AA5524.The horizontal coordinates were scaled from a topographic map and have
 AA5524.an estimated accuracy of +/- 6 seconds.
 AA5524
 AA5524.The orthometric height was determined by differential leveling
 AA5524.and adjusted by the National Geodetic Survey in August 1995..
 AA5524
 AA5524.The geoid height was determined by GEOID03.
 AA5524
 AA5524.The dynamic height is computed by dividing the NAVD 88
 AA5524.geopotential number by the normal gravity value computed on the
 AA5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5524.degrees latitude (g = 980.6199 gals.).
 AA5524
 AA5524.The modeled gravity was interpolated from observed gravity values.
 AA5524
 AA5524;                    North         East    Units  Estimated Accuracy
 AA5524;SPC MI S     -    88,500.    4,051,840.      MT  (+/- 180 meters Scaled)
 AA5524
 AA5524                          SUPERSEDED SURVEY CONTROL
 AA5524
 AA5524.No superseded survey control is available for this station.
 AA5524
 AA5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG742861(NAD 83)
 AA5524_MARKER: DD = SURVEY DISK
 AA5524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5524_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1014
 AA5524_MARK LOGO: MI0150
 AA5524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5524+STABILITY: SURFACE MOTION
 AA5524
 AA5524  HISTORY     - Date     Condition        Report By
 AA5524  HISTORY     - 1993     MONUMENTED       MI0150
 AA5524  HISTORY     - 20010331 GOOD             NGS
 AA5524
 AA5524                          STATION DESCRIPTION
 AA5524
 AA5524'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5524'STATION 1014 IS LOCATED ON THE WESTERLY SIDE OF PONTIAC TRIAL,
 AA5524'SOUTHERLY OF ARGO DRIVE, SAID STATION BEING IN THE NORTHWEST 1/4
 AA5524'SECTION 21, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5524'THE STATION IS LOCATED 4.4 FT (1.3 M) WESTERLY OF THE WESTERLY BACK OF
 AA5524'CURB ALONG PONTIAC TRIAL AND 12.2 FT (3.7 M) SOUTHERLY OF THE
 AA5524'SOUTHERLY BACK OF CURB ALONG ARGO DRIVE. SAID STATION IS A VERTICAL
 AA5524'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5524'ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II AND IS
 AA5524'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5524'1993.
 AA5524
 AA5524                          STATION RECOVERY (2001)
 AA5524
 AA5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5524'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5525 ***********************************************************************
 AA5525  DESIGNATION -  1015
 AA5525  PID         -  AA5525
 AA5525  STATE/COUNTY-  MI/WASHTENAW
 AA5525  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5525
 AA5525                         *CURRENT SURVEY CONTROL
 AA5525  ___________________________________________________________________
 AA5525* NAD 83(1986)-  42 18 12.     (N)    083 44 09.     (W)     SCALED    
 AA5525* NAVD 88     -       260.520  (meters)     854.72   (feet)  ADJUSTED  
 AA5525  ___________________________________________________________________
 AA5525  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5525  DYNAMIC HT  -         260.439 (meters)     854.46  (feet)  COMP
 AA5525  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 AA5525
 AA5525  VERT ORDER  -  SECOND    CLASS II
 AA5525
 AA5525.The horizontal coordinates were scaled from a topographic map and have
 AA5525.an estimated accuracy of +/- 6 seconds.
 AA5525
 AA5525.The orthometric height was determined by differential leveling
 AA5525.and adjusted by the National Geodetic Survey in August 1995..
 AA5525
 AA5525.The geoid height was determined by GEOID03.
 AA5525
 AA5525.The dynamic height is computed by dividing the NAVD 88
 AA5525.geopotential number by the normal gravity value computed on the
 AA5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5525.degrees latitude (g = 980.6199 gals.).
 AA5525
 AA5525.The modeled gravity was interpolated from observed gravity values.
 AA5525
 AA5525;                    North         East    Units  Estimated Accuracy
 AA5525;SPC MI S     -    89,430.    4,052,010.      MT  (+/- 180 meters Scaled)
 AA5525
 AA5525                          SUPERSEDED SURVEY CONTROL
 AA5525
 AA5525.No superseded survey control is available for this station.
 AA5525
 AA5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG744870(NAD 83)
 AA5525_MARKER: DD = SURVEY DISK
 AA5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5525_STAMPING: ANN ARBOR MICH. BENCHMARK NO. 1015
 AA5525_MARK LOGO: MI0150
 AA5525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5525+STABILITY: SURFACE MOTION
 AA5525
 AA5525  HISTORY     - Date     Condition        Report By
 AA5525  HISTORY     - 1972     MONUMENTED       MI0150
 AA5525  HISTORY     - 20010331 GOOD             NGS
 AA5525
 AA5525                          STATION DESCRIPTION
 AA5525
 AA5525'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5525'STATION 1015 IS LOCATED ON THE SOUTHEAST CORNER OF DELAFIELD DRIVE AND
 AA5525'BROOKSIDE DRIVE, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION
 AA5525'16, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5525'STATION IS LOCATED 0.9 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE 5 FT
 AA5525'(1.5 M) CONCRETE WALK ALONG THE SOUTH SIDE OF BROOKSIDE DRIVE AND 0.7
 AA5525'FT (0.2 M) EAST OF THE EAST EDGE OF THE 5 FT (1.5 M) CONCRETE WALK
 AA5525'ALONG THE EAST SIDE OF DELAFIELD DRIVE. SAID STATION IS A VERTICAL
 AA5525'CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE CITY OF
 AA5525'ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III AND IS
 AA5525'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5525'1972.
 AA5525
 AA5525                          STATION RECOVERY (2001)
 AA5525
 AA5525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5526 ***********************************************************************
 AA5526  DESIGNATION -  1016
 AA5526  PID         -  AA5526
 AA5526  STATE/COUNTY-  MI/WASHTENAW
 AA5526  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5526
 AA5526                         *CURRENT SURVEY CONTROL
 AA5526  ___________________________________________________________________
 AA5526* NAD 83(1986)-  42 18 59.     (N)    083 44 01.     (W)     SCALED    
 AA5526* NAVD 88     -       286.116  (meters)     938.70   (feet)  ADJUSTED  
 AA5526  ___________________________________________________________________
 AA5526  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AA5526  DYNAMIC HT  -         286.028 (meters)     938.41  (feet)  COMP
 AA5526  MODELED GRAV-     980,304.9   (mgal)                       NAVD 88
 AA5526
 AA5526  VERT ORDER  -  SECOND    CLASS II
 AA5526
 AA5526.The horizontal coordinates were scaled from a topographic map and have
 AA5526.an estimated accuracy of +/- 6 seconds.
 AA5526
 AA5526.The orthometric height was determined by differential leveling
 AA5526.and adjusted by the National Geodetic Survey in August 1995..
 AA5526
 AA5526.The geoid height was determined by GEOID03.
 AA5526
 AA5526.The dynamic height is computed by dividing the NAVD 88
 AA5526.geopotential number by the normal gravity value computed on the
 AA5526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5526.degrees latitude (g = 980.6199 gals.).
 AA5526
 AA5526.The modeled gravity was interpolated from observed gravity values.
 AA5526
 AA5526;                    North         East    Units  Estimated Accuracy
 AA5526;SPC MI S     -    90,880.    4,052,190.      MT  (+/- 180 meters Scaled)
 AA5526
 AA5526                          SUPERSEDED SURVEY CONTROL
 AA5526
 AA5526.No superseded survey control is available for this station.
 AA5526
 AA5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747885(NAD 83)
 AA5526_MARKER: DD = SURVEY DISK
 AA5526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5526_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1016
 AA5526_MARK LOGO: MI0150
 AA5526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5526+STABILITY: SURFACE MOTION
 AA5526
 AA5526  HISTORY     - Date     Condition        Report By
 AA5526  HISTORY     - 1993     MONUMENTED       MI0150
 AA5526
 AA5526                          STATION DESCRIPTION
 AA5526
 AA5526'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5526'STATION 1016 IS LOCATED AT THE NORTHEAST CORNER OF DHU VARREN ROAD AND
 AA5526'PONTIAC TRAIL, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 9,
 AA5526'ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED 4.0 FT (1.2 M)
 AA5526'SOUTHEASTERLY OF THE POWER POLE AND 4.7 FT (1.4 M) NORTHEAST OF THE
 AA5526'FIRE HYDRANT. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5526'DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5526'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5526'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5527 ***********************************************************************
 AA5527  DESIGNATION -  1017
 AA5527  PID         -  AA5527
 AA5527  STATE/COUNTY-  MI/WASHTENAW
 AA5527  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5527
 AA5527                         *CURRENT SURVEY CONTROL
 AA5527  ___________________________________________________________________
 AA5527* NAD 83(1986)-  42 17 57.     (N)    083 43 59.     (W)     SCALED    
 AA5527* NAVD 88     -       261.042  (meters)     856.44   (feet)  ADJUSTED  
 AA5527  ___________________________________________________________________
 AA5527  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AA5527  DYNAMIC HT  -         260.960 (meters)     856.17  (feet)  COMP
 AA5527  MODELED GRAV-     980,302.0   (mgal)                       NAVD 88
 AA5527
 AA5527  VERT ORDER  -  SECOND    CLASS II
 AA5527
 AA5527.The horizontal coordinates were scaled from a topographic map and have
 AA5527.an estimated accuracy of +/- 6 seconds.
 AA5527
 AA5527.The orthometric height was determined by differential leveling
 AA5527.and adjusted by the National Geodetic Survey in August 1995..
 AA5527
 AA5527.The geoid height was determined by GEOID03.
 AA5527
 AA5527.The dynamic height is computed by dividing the NAVD 88
 AA5527.geopotential number by the normal gravity value computed on the
 AA5527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5527.degrees latitude (g = 980.6199 gals.).
 AA5527
 AA5527.The modeled gravity was interpolated from observed gravity values.
 AA5527
 AA5527;                    North         East    Units  Estimated Accuracy
 AA5527;SPC MI S     -    88,970.    4,052,250.      MT  (+/- 180 meters Scaled)
 AA5527
 AA5527                          SUPERSEDED SURVEY CONTROL
 AA5527
 AA5527.No superseded survey control is available for this station.
 AA5527
 AA5527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747866(NAD 83)
 AA5527_MARKER: DD = SURVEY DISK
 AA5527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5527_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1017
 AA5527_MARK LOGO: MI0150
 AA5527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5527+STABILITY: SURFACE MOTION
 AA5527
 AA5527  HISTORY     - Date     Condition        Report By
 AA5527  HISTORY     - 1972     MONUMENTED       MI0150
 AA5527  HISTORY     - 20010331 GOOD             NGS
 AA5527
 AA5527                          STATION DESCRIPTION
 AA5527
 AA5527'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5527'STATION 1017 IS LOCATED AT THE ENTRANCE TO NORTHSIDE SCHOOL (OFF
 AA5527'BARTON DRIVE), SAID STATION BEING THE NORTHWEST 1/4 OF SECTION 21, ANN
 AA5527'ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5527'LOCATED 2.3 FT (0.7 M) SOUTH OF THE FLAGPOLE AND 7.8 FT (2.4 M) EAST
 AA5527'OF THE EAST EDGE OF THE NORTH-SOUTH CONCRETE WALK TO THE MAIN
 AA5527'ENTRANCE. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED
 AA5527'AS THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET
 AA5527'IN CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND. THE POINT WAS
 AA5527'SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5527
 AA5527                          STATION RECOVERY (2001)
 AA5527
 AA5527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5527'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5528 ***********************************************************************
 AA5528  DESIGNATION -  1018
 AA5528  PID         -  AA5528
 AA5528  STATE/COUNTY-  MI/WASHTENAW
 AA5528  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5528
 AA5528                         *CURRENT SURVEY CONTROL
 AA5528  ___________________________________________________________________
 AA5528* NAD 83(1986)-  42 13 47.     (N)    083 43 46.     (W)     SCALED    
 AA5528* NAVD 88     -       252.588  (meters)     828.70   (feet)  ADJUSTED  
 AA5528  ___________________________________________________________________
 AA5528  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AA5528  DYNAMIC HT  -         252.507 (meters)     828.43  (feet)  COMP
 AA5528  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 AA5528
 AA5528  VERT ORDER  -  SECOND    CLASS II
 AA5528
 AA5528.The horizontal coordinates were scaled from a topographic map and have
 AA5528.an estimated accuracy of +/- 6 seconds.
 AA5528
 AA5528.The orthometric height was determined by differential leveling
 AA5528.and adjusted by the National Geodetic Survey in August 1995..
 AA5528
 AA5528.The geoid height was determined by GEOID03.
 AA5528
 AA5528.The dynamic height is computed by dividing the NAVD 88
 AA5528.geopotential number by the normal gravity value computed on the
 AA5528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5528.degrees latitude (g = 980.6199 gals.).
 AA5528
 AA5528.The modeled gravity was interpolated from observed gravity values.
 AA5528
 AA5528;                    North         East    Units  Estimated Accuracy
 AA5528;SPC MI S     -    81,260.    4,052,600.      MT  (+/- 180 meters Scaled)
 AA5528
 AA5528                          SUPERSEDED SURVEY CONTROL
 AA5528
 AA5528.No superseded survey control is available for this station.
 AA5528
 AA5528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747788(NAD 83)
 AA5528_MARKER: DD = SURVEY DISK
 AA5528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5528_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1018
 AA5528_MARK LOGO: MI0150
 AA5528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5528+STABILITY: SURFACE MOTION
 AA5528
 AA5528  HISTORY     - Date     Condition        Report By
 AA5528  HISTORY     - 1993     MONUMENTED       MI0150
 AA5528
 AA5528                          STATION DESCRIPTION
 AA5528
 AA5528'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5528'STATION 1018 IS LOCATED ON THE NORTH SIDE OF ELLSWORTH ROAD WEST OF
 AA5528'THE ANN ARBOR RAILROAD TRACKS, SAID STATION BEING IN THE SOUTHWEST 1/4
 AA5528'OF SECTION 9, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5528'THE STATION IS LOCATED 25.9 FT (7.9 M) WEST OF THE WEST RAIL OF THE
 AA5528'RAILROAD TRACKS AND 3.5 FT (1.1 M) NORTH OF THE NORTH BACK OF CURB
 AA5528'ALONG ELLSWORTH ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND
 AA5528'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5528'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5528'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5529 ***********************************************************************
 AA5529  DESIGNATION -  1019
 AA5529  PID         -  AA5529
 AA5529  STATE/COUNTY-  MI/WASHTENAW
 AA5529  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5529
 AA5529                         *CURRENT SURVEY CONTROL
 AA5529  ___________________________________________________________________
 AA5529* NAD 83(1986)-  42 15 23.     (N)    083 41 04.     (W)     SCALED    
 AA5529* NAVD 88     -       245.659  (meters)     805.97   (feet)  ADJUSTED  
 AA5529  ___________________________________________________________________
 AA5529  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AA5529  DYNAMIC HT  -         245.578 (meters)     805.70  (feet)  COMP
 AA5529  MODELED GRAV-     980,288.9   (mgal)                       NAVD 88
 AA5529
 AA5529  VERT ORDER  -  SECOND    CLASS II
 AA5529
 AA5529.The horizontal coordinates were scaled from a topographic map and have
 AA5529.an estimated accuracy of +/- 6 seconds.
 AA5529
 AA5529.The orthometric height was determined by differential leveling
 AA5529.and adjusted by the National Geodetic Survey in August 1995..
 AA5529
 AA5529.The geoid height was determined by GEOID03.
 AA5529
 AA5529.The dynamic height is computed by dividing the NAVD 88
 AA5529.geopotential number by the normal gravity value computed on the
 AA5529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5529.degrees latitude (g = 980.6199 gals.).
 AA5529
 AA5529.The modeled gravity was interpolated from observed gravity values.
 AA5529
 AA5529;                    North         East    Units  Estimated Accuracy
 AA5529;SPC MI S     -    84,250.    4,056,290.      MT  (+/- 180 meters Scaled)
 AA5529
 AA5529                          SUPERSEDED SURVEY CONTROL
 AA5529
 AA5529.No superseded survey control is available for this station.
 AA5529
 AA5529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG785817(NAD 83)
 AA5529_MARKER: Q = CHISELED SQUARE
 AA5529_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5529_MARK LOGO: NONE  
 AA5529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5529
 AA5529  HISTORY     - Date     Condition        Report By
 AA5529  HISTORY     - 1993     MONUMENTED       MI0150
 AA5529
 AA5529                          STATION DESCRIPTION
 AA5529
 AA5529'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (DK)
 AA5529'STATION 1019 IS LOCATED ON US-23, APPROXIMATELY 0.32 MI (0.51 KM)
 AA5529'NORTH OF WASHTENAW AVE., SAID STATION BEING IN THE SOUTHEAST 1/4 OF
 AA5529'SECTION 35, ANN ARBOR TOWNSHIP, MICHIGAN. THE STATION IS LOCATED IN
 AA5529'THE GRASS TRAFFIC ISLAND BETWEEN NORTHBOUND AND SOUTHBOUND US-23, 0.32
 AA5529'MI (0.51 KM) NORTH OF THE PHYSICAL CENTERLINE OF WASHTENAW AVE., ALSO
 AA5529'DESCRIBED AS BEING 18.3 FT (5.6 M) NORTHEAST OF THE SOUTHEAST CORNER
 AA5529'OF THE CONCRETE BASE TO AN OVERHEAD HIGHWAY SIGN FOR SOUTHBOUND US-23.
 AA5529'SAID STATION IS A VERTICAL CONTROL POINT AND IS DESCRIBED AS A
 AA5529'CHISELLED SQUARE ON THE TOP AND WEST END OF AN 18 INCH CONCRETE
 AA5529'CULVERT RUNNING NORTHBOUND US-23. THIS POINT WAS ESTABLISHED BY THE
 AA5529'CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0140 ***********************************************************************
 OK0140  DESIGNATION -  102 1/2
 OK0140  PID         -  OK0140
 OK0140  STATE/COUNTY-  MI/CLINTON
 OK0140  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0140
 OK0140                         *CURRENT SURVEY CONTROL
 OK0140  ___________________________________________________________________
 OK0140* NAD 83(1986)-  43 00 14.     (N)    084 38 37.     (W)     SCALED    
 OK0140* NAVD 88     -       226.761  (meters)     743.97   (feet)  ADJUSTED  
 OK0140  ___________________________________________________________________
 OK0140  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 OK0140  DYNAMIC HT  -         226.709 (meters)     743.79  (feet)  COMP
 OK0140  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 OK0140
 OK0140  VERT ORDER  -  SECOND    CLASS 0
 OK0140
 OK0140.The horizontal coordinates were scaled from a topographic map and have
 OK0140.an estimated accuracy of +/- 6 seconds.
 OK0140
 OK0140.The orthometric height was determined by differential leveling
 OK0140.and adjusted by the National Geodetic Survey in June 1991..
 OK0140
 OK0140.The geoid height was determined by GEOID03.
 OK0140
 OK0140.The dynamic height is computed by dividing the NAVD 88
 OK0140.geopotential number by the normal gravity value computed on the
 OK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0140.degrees latitude (g = 980.6199 gals.).
 OK0140
 OK0140.The modeled gravity was interpolated from observed gravity values.
 OK0140
 OK0140;                    North         East    Units  Estimated Accuracy
 OK0140;SPC MI S     -   167,090.    3,977,420.      MT  (+/- 180 meters Scaled)
 OK0140
 OK0140                          SUPERSEDED SURVEY CONTROL
 OK0140
 OK0140  NGVD 29 (??/??/92)  226.901  (m)          744.42   (f) ADJ UNCH    2 0
 OK0140
 OK0140.Superseded values are not recommended for survey control.
 OK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0140.See file dsdata.txt to determine how the superseded data were derived.
 OK0140
 OK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN920639(NAD 83)
 OK0140_MARKER: Z = SEE DESCRIPTION
 OK0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0140_STAMPING: BM 102 1/2
 OK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0140+STABILITY: SURFACE MOTION
 OK0140
 OK0140  HISTORY     - Date     Condition        Report By
 OK0140  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0140  HISTORY     - 1934     GOOD             NGS
 OK0140  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 OK0140  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0140
 OK0140                          STATION DESCRIPTION
 OK0140
 OK0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0140'4.4 MI W FROM ST JOHNS.
 OK0140'4.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0140'STATION AT SAINT JOHNS, CLINTON COUNTY, 62 YARDS EAST OF A LARGE
 OK0140'TREE, 15 FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH OF A FENCE,
 OK0140'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG,
 OK0140'STAMPED BM 102 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0140
 OK0140                          STATION RECOVERY (1994)
 OK0140
 OK0140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0140'MARK NOT FOUND.
 OK0140
 OK0140                          STATION RECOVERY (2001)
 OK0140
 OK0140'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0140'MONUMENT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5146 ***********************************************************************
 AA5146  DESIGNATION -  102 YPSI
 AA5146  PID         -  AA5146
 AA5146  STATE/COUNTY-  MI/WASHTENAW
 AA5146  USGS QUAD   -  YPSILANTI EAST (1983)
 AA5146
 AA5146                         *CURRENT SURVEY CONTROL
 AA5146  ___________________________________________________________________
 AA5146* NAD 83(1994)-  42 12 50.91286(N)    083 36 49.88524(W)     ADJUSTED  
 AA5146* NAVD 88     -       228.2    (meters)     749.     (feet)  GPS OBS   
 AA5146  ___________________________________________________________________
 AA5146  X           -     526,243.984 (meters)                     COMP
 AA5146  Y           -  -4,701,835.925 (meters)                     COMP
 AA5146  Z           -   4,263,380.761 (meters)                     COMP
 AA5146  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AA5146  ELLIP HEIGHT-         193.93  (meters)          (07/12/02) GPS OBS
 AA5146  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 AA5146
 AA5146  HORZ ORDER  -  FIRST
 AA5146  ELLP ORDER  -  FOURTH    CLASS I
 AA5146
 AA5146.The horizontal coordinates were established by GPS observations
 AA5146.and adjusted by the National Geodetic Survey in February 1997..
 AA5146
 AA5146.The orthometric height was determined by GPS observations and a
 AA5146.high-resolution geoid model.
 AA5146
 AA5146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5146
 AA5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5146
 AA5146.The ellipsoidal height was determined by GPS observations
 AA5146.and is referenced to NAD 83.
 AA5146
 AA5146.The geoid height was determined by GEOID03.
 AA5146
 AA5146;                    North         East     Units Scale Factor Converg.
 AA5146;SPC MI S     -    79,603.832 4,062,158.914   MT  0.99997493   +0 30 44.3
 AA5146;SPC MI S     -   261,167.43 13,327,293.02   iFT  0.99997493   +0 30 44.3
 AA5146;UTM  17      - 4,676,860.567   284,246.489   MT  1.00017279   -1 45 25.0
 AA5146
 AA5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5146!SPC MI S     -   0.99996959  x   0.99997493  =   0.99994452
 AA5146!UTM  17      -   0.99996959  x   1.00017279  =   1.00014237
 AA5146
 AA5146                          SUPERSEDED SURVEY CONTROL
 AA5146
 AA5146  ELLIP H (02/03/97)  193.97   (m)                       GP(       ) 4 1
 AA5146  NAD 83(1986)-  42 12 50.91875(N)    083 36 49.91000(W) AD(       ) 1
 AA5146
 AA5146.Superseded values are not recommended for survey control.
 AA5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5146.See file dsdata.txt to determine how the superseded data were derived.
 AA5146
 AA5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8424676861(NAD 83)
 AA5146_MARKER: DD = SURVEY DISK
 AA5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5146_STAMPING: 102
 AA5146_MARK LOGO: MI-161
 AA5146_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5146+STABILITY: SURFACE MOTION
 AA5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5146+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5146
 AA5146  HISTORY     - Date     Condition        Report By
 AA5146  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5146
 AA5146                          STATION DESCRIPTION
 AA5146
 AA5146'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5146'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5146'APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE CITY OF YPSILANTI. THE
 AA5146'STATION IS IN THE NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH,
 AA5146'RANGE 7 EAST, YPSILANTI TOWNSHIP. TO REACH THE STATION FROM THE
 AA5146'INTERSECTION OF I-94 AND THE WHITTAKER ROAD EXIT, PROCEED SOUTH ON
 AA5146'WHITAKER ROAD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION WITH HURON RIVER
 AA5146'DRIVE. TURN LEFT AND PROCEED EAST ON HURON RIVER DRIVE FOR 0.5 MI (0.8
 AA5146'KM) TO THE INTERSECTION WITH THE ENTRANCE ROAD TO THE YPSILANTI
 AA5146'TOWNSHIP CIVIC CENTER, AND THE STATION IN THE SOUTHEAST CORNER OF THE
 AA5146'INTERSECTION. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5146'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY
 AA5146'REMONUMENTATION GEODETIC CONTROL 102". THE DISK IS LOCATED 55.0 FT
 AA5146'(16.8 M) N40W OF A WATER MANHOLE LOCATED IN THE ENTRANCE ROAD ISLAND,
 AA5146'13.2 FT (4.0 M) N60W OF THE TOP CENTER OF A FIRE HYDRANT, 20.0 FT (6.1
 AA5146'M) N25W OF A LIGHT POLE, AND 60.0 FT (18.3 M) N75E OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5530 ***********************************************************************
 AA5530  DESIGNATION -  1020
 AA5530  PID         -  AA5530
 AA5530  STATE/COUNTY-  MI/WASHTENAW
 AA5530  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5530
 AA5530                         *CURRENT SURVEY CONTROL
 AA5530  ___________________________________________________________________
 AA5530* NAD 83(1986)-  42 19 01.     (N)    083 43 14.     (W)     SCALED    
 AA5530* NAVD 88     -       280.795  (meters)     921.24   (feet)  ADJUSTED  
 AA5530  ___________________________________________________________________
 AA5530  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5530  DYNAMIC HT  -         280.708 (meters)     920.96  (feet)  COMP
 AA5530  MODELED GRAV-     980,304.7   (mgal)                       NAVD 88
 AA5530
 AA5530  VERT ORDER  -  SECOND    CLASS II
 AA5530
 AA5530.The horizontal coordinates were scaled from a topographic map and have
 AA5530.an estimated accuracy of +/- 6 seconds.
 AA5530
 AA5530.The orthometric height was determined by differential leveling
 AA5530.and adjusted by the National Geodetic Survey in August 1995..
 AA5530
 AA5530.The geoid height was determined by GEOID03.
 AA5530
 AA5530.The dynamic height is computed by dividing the NAVD 88
 AA5530.geopotential number by the normal gravity value computed on the
 AA5530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5530.degrees latitude (g = 980.6199 gals.).
 AA5530
 AA5530.The modeled gravity was interpolated from observed gravity values.
 AA5530
 AA5530;                    North         East    Units  Estimated Accuracy
 AA5530;SPC MI S     -    90,950.    4,053,260.      MT  (+/- 180 meters Scaled)
 AA5530
 AA5530                          SUPERSEDED SURVEY CONTROL
 AA5530
 AA5530.No superseded survey control is available for this station.
 AA5530
 AA5530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758885(NAD 83)
 AA5530_MARKER: DD = SURVEY DISK
 AA5530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5530_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1020
 AA5530_MARK LOGO: MI0150
 AA5530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5530+STABILITY: SURFACE MOTION
 AA5530
 AA5530  HISTORY     - Date     Condition        Report By
 AA5530  HISTORY     - 1993     MONUMENTED       MI0150
 AA5530
 AA5530                          STATION DESCRIPTION
 AA5530
 AA5530'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5530'STATION 1020 IS LOCATED ON THE NORTH SIDE OF DHU VARREN ROAD, WEST OF
 AA5530'THE GRAVEL DRIVE TO THE DETROIT EDISON POWER STATION, SAID STATION
 AA5530'BEING IN THE SOUTHEAST 1/4 OF SECTION 9, ANN ARBOR TOWNSHIP, MICHIGAN.
 AA5530'THE STATION IS LOCATED 5.5 FT (1.7 M) NORTH OF THE FIRE HYDRANT AND 14
 AA5530'FT (4.3 M) WEST OF THE WEST EDGE OF THE GRAVEL DRIVE TO THE DETROIT
 AA5530'EDITSON POWER STATION. SAID STATION IS A VERTICAL CONTROL MONUMENT AND
 AA5530'IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5530'WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND.
 AA5530'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5531 ***********************************************************************
 AA5531  DESIGNATION -  1021
 AA5531  PID         -  AA5531
 AA5531  STATE/COUNTY-  MI/WASHTENAW
 AA5531  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5531
 AA5531                         *CURRENT SURVEY CONTROL
 AA5531  ___________________________________________________________________
 AA5531* NAD 83(1986)-  42 15 56.     (N)    083 43 11.     (W)     SCALED    
 AA5531* NAVD 88     -       280.137  (meters)     919.08   (feet)  ADJUSTED  
 AA5531  ___________________________________________________________________
 AA5531  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA5531  DYNAMIC HT  -         280.048 (meters)     918.79  (feet)  COMP
 AA5531  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 AA5531
 AA5531  VERT ORDER  -  SECOND    CLASS II
 AA5531
 AA5531.The horizontal coordinates were scaled from a topographic map and have
 AA5531.an estimated accuracy of +/- 6 seconds.
 AA5531
 AA5531.The orthometric height was determined by differential leveling
 AA5531.and adjusted by the National Geodetic Survey in August 1995..
 AA5531
 AA5531.The geoid height was determined by GEOID03.
 AA5531
 AA5531.The dynamic height is computed by dividing the NAVD 88
 AA5531.geopotential number by the normal gravity value computed on the
 AA5531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5531.degrees latitude (g = 980.6199 gals.).
 AA5531
 AA5531.The modeled gravity was interpolated from observed gravity values.
 AA5531
 AA5531;                    North         East    Units  Estimated Accuracy
 AA5531;SPC MI S     -    85,240.    4,053,370.      MT  (+/- 180 meters Scaled)
 AA5531
 AA5531                          SUPERSEDED SURVEY CONTROL
 AA5531
 AA5531.No superseded survey control is available for this station.
 AA5531
 AA5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG756828(NAD 83)
 AA5531_MARKER: DD = SURVEY DISK
 AA5531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5531_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1021
 AA5531_MARK LOGO: MI0150
 AA5531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5531+STABILITY: SURFACE MOTION
 AA5531
 AA5531  HISTORY     - Date     Condition        Report By
 AA5531  HISTORY     - 1972     MONUMENTED       MI0150
 AA5531
 AA5531                          STATION DESCRIPTION
 AA5531
 AA5531'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5531'STATION 1021 IS LOCATED AT THE NORTHWEST CORNER OF WASHTENAW AVENUE
 AA5531'AND BROCKMAN BOULEVARD, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5531'SECTION 34, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5531'THE STATION IS LOCATED 12.35 FT (3.76 M) SOUTHWEST OF THE SOUTHWEST
 AA5531'EDGE OF THE 5 FT (1.5 M) CONCRETE WALK ALONG THE SOUTHWEST SIDE OF
 AA5531'WASHTENAW AVENUE AND 0.45 FT (0.14 M) NORTHWEST OF THE NORTHWEST EDGE
 AA5531'OF THE 5 FT (1.5 M) CONCRETE WALK ALONG THE NORTHWEST SIDE OF BROCKMAN
 AA5531'BOULEVARD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5531'DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5531'WHICH IS SET IN CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND.
 AA5531'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5532 ***********************************************************************
 AA5532  DESIGNATION -  1022
 AA5532  PID         -  AA5532
 AA5532  STATE/COUNTY-  MI/WASHTENAW
 AA5532  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5532
 AA5532                         *CURRENT SURVEY CONTROL
 AA5532  ___________________________________________________________________
 AA5532* NAD 83(1986)-  42 17 15.     (N)    083 43 08.     (W)     SCALED    
 AA5532* NAVD 88     -       244.561  (meters)     802.36   (feet)  ADJUSTED  
 AA5532  ___________________________________________________________________
 AA5532  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AA5532  DYNAMIC HT  -         244.484 (meters)     802.11  (feet)  COMP
 AA5532  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 AA5532
 AA5532  VERT ORDER  -  SECOND    CLASS II
 AA5532
 AA5532.The horizontal coordinates were scaled from a topographic map and have
 AA5532.an estimated accuracy of +/- 6 seconds.
 AA5532
 AA5532.The orthometric height was determined by differential leveling
 AA5532.and adjusted by the National Geodetic Survey in August 1995..
 AA5532
 AA5532.The geoid height was determined by GEOID03.
 AA5532
 AA5532.The dynamic height is computed by dividing the NAVD 88
 AA5532.geopotential number by the normal gravity value computed on the
 AA5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5532.degrees latitude (g = 980.6199 gals.).
 AA5532
 AA5532.The modeled gravity was interpolated from observed gravity values.
 AA5532
 AA5532;                    North         East    Units  Estimated Accuracy
 AA5532;SPC MI S     -    87,680.    4,053,420.      MT  (+/- 180 meters Scaled)
 AA5532
 AA5532                          SUPERSEDED SURVEY CONTROL
 AA5532
 AA5532.No superseded survey control is available for this station.
 AA5532
 AA5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758852(NAD 83)
 AA5532_MARKER: DD = SURVEY DISK
 AA5532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5532_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1022
 AA5532_MARK LOGO: MI0150
 AA5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5532+STABILITY: SURFACE MOTION
 AA5532
 AA5532  HISTORY     - Date     Condition        Report By
 AA5532  HISTORY     - 1993     MONUMENTED       MI0150
 AA5532
 AA5532                          STATION DESCRIPTION
 AA5532
 AA5532'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5532'STATION 1022 IS LOCATED ON THE NORTH SIDE OF GLAZIER WAY IN THE GRASS
 AA5532'TRAFFIC ISLAND BETWEEN NORTHBOUND AND SOUTHBOUND BONISTEEL BOULEVARD,
 AA5532'SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 22, ANN ARBOR
 AA5532'TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS LOCATED
 AA5532'36.45 FT (11.11 M) WEST OF THE EAST BACK OF CURB OF THE GRASS TRAFFIC
 AA5532'ISLAND OF BONISTEEL BOULEVARD AND 62 FT (18.9 M) NORTHEASTERLY OF THE
 AA5532'NORTHERLY BACK OF CURB OF GLAZIER WAY. SAID STATION IS A VERTICAL
 AA5532'CONTROL MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF
 AA5532'ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II AND IS
 AA5532'FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN
 AA5532'1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5533 ***********************************************************************
 AA5533  DESIGNATION -  1023
 AA5533  PID         -  AA5533
 AA5533  STATE/COUNTY-  MI/WASHTENAW
 AA5533  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5533
 AA5533                         *CURRENT SURVEY CONTROL
 AA5533  ___________________________________________________________________
 AA5533* NAD 83(1986)-  42 15 12.     (N)    083 42 53.     (W)     SCALED    
 AA5533* NAVD 88     -       271.463  (meters)     890.62   (feet)  ADJUSTED  
 AA5533  ___________________________________________________________________
 AA5533  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5533  DYNAMIC HT  -         271.377 (meters)     890.34  (feet)  COMP
 AA5533  MODELED GRAV-     980,296.8   (mgal)                       NAVD 88
 AA5533
 AA5533  VERT ORDER  -  SECOND    CLASS II
 AA5533
 AA5533.The horizontal coordinates were scaled from a topographic map and have
 AA5533.an estimated accuracy of +/- 6 seconds.
 AA5533
 AA5533.The orthometric height was determined by differential leveling
 AA5533.and adjusted by the National Geodetic Survey in August 1995..
 AA5533
 AA5533.The geoid height was determined by GEOID03.
 AA5533
 AA5533.The dynamic height is computed by dividing the NAVD 88
 AA5533.geopotential number by the normal gravity value computed on the
 AA5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5533.degrees latitude (g = 980.6199 gals.).
 AA5533
 AA5533.The modeled gravity was interpolated from observed gravity values.
 AA5533
 AA5533;                    North         East    Units  Estimated Accuracy
 AA5533;SPC MI S     -    83,890.    4,053,800.      MT  (+/- 180 meters Scaled)
 AA5533
 AA5533                          SUPERSEDED SURVEY CONTROL
 AA5533
 AA5533.No superseded survey control is available for this station.
 AA5533
 AA5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG760814(NAD 83)
 AA5533_MARKER: DD = SURVEY DISK
 AA5533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5533_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1023
 AA5533_MARK LOGO: MI0150
 AA5533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5533+STABILITY: SURFACE MOTION
 AA5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5533+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 AA5533
 AA5533  HISTORY     - Date     Condition        Report By
 AA5533  HISTORY     - 1972     MONUMENTED       MI0150
 AA5533  HISTORY     - 20040918 GOOD             USPSQD
 AA5533
 AA5533                          STATION DESCRIPTION
 AA5533
 AA5533'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5533'STATION 1023 IS LOCATED ON THE NORTH SIDE OF INDEPENDENCE BOULEVARD
 AA5533'AND WEST OF ESSEX ROAD, SAID STATION BEING IN THE NORTHWEST 1/4 OF
 AA5533'SECTION 3, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5533'THE STATION IS LOCATED 0.7 FT (0.2 M) NORTH OF THE NORTH EDGE OF THE 5
 AA5533'FT (1.5 M) CONCRETE WALK ALONG THE NORTH SIDE OF INDEPENDENCE
 AA5533'BOULEVARD AND 8.3 FT (2.5 M) WEST OF THE WEST EDGE OF THE CONCRETE
 AA5533'DRIVE LEADING TO 2153 INDEPENDENCE BOULEVARD. SAID STATION IS A
 AA5533'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5533'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5533'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5533'ARBOR IN 1972.
 AA5533
 AA5533                          STATION RECOVERY (2004)
 AA5533
 AA5533'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AA5533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0162 ***********************************************************************
 NF0162  DESIGNATION -  1024
 NF0162  PID         -  NF0162
 NF0162  STATE/COUNTY-  MI/JACKSON
 NF0162  USGS QUAD   -  CEMENT CITY (1971)
 NF0162
 NF0162                         *CURRENT SURVEY CONTROL
 NF0162  ___________________________________________________________________
 NF0162* NAD 83(1986)-  42 06 40.     (N)    084 19 47.     (W)     SCALED    
 NF0162* NAVD 88     -       311.680  (meters)    1022.57   (feet)  ADJUSTED  
 NF0162  ___________________________________________________________________
 NF0162  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0162  DYNAMIC HT  -         311.563 (meters)    1022.19  (feet)  COMP
 NF0162  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 NF0162
 NF0162  VERT ORDER  -  SECOND    CLASS 0
 NF0162
 NF0162.The horizontal coordinates were scaled from a topographic map and have
 NF0162.an estimated accuracy of +/- 6 seconds.
 NF0162
 NF0162.The orthometric height was determined by differential leveling
 NF0162.and adjusted by the National Geodetic Survey in June 1991..
 NF0162
 NF0162.The geoid height was determined by GEOID03.
 NF0162
 NF0162.The dynamic height is computed by dividing the NAVD 88
 NF0162.geopotential number by the normal gravity value computed on the
 NF0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0162.degrees latitude (g = 980.6199 gals.).
 NF0162
 NF0162.The modeled gravity was interpolated from observed gravity values.
 NF0162
 NF0162;                    North         East    Units  Estimated Accuracy
 NF0162;SPC MI S     -    67,880.    4,003,060.      MT  (+/- 180 meters Scaled)
 NF0162
 NF0162                          SUPERSEDED SURVEY CONTROL
 NF0162
 NF0162  NGVD 29 (??/??/92)  311.796  (m)         1022.95   (f) ADJ UNCH    2 0
 NF0162
 NF0162.Superseded values are not recommended for survey control.
 NF0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0162.See file dsdata.txt to determine how the superseded data were derived.
 NF0162
 NF0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM207655(NAD 83)
 NF0162_MARKER: N = NAIL
 NF0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0162_SP_SET: MAPLE TREE ROOT
 NF0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0162
 NF0162  HISTORY     - Date     Condition        Report By
 NF0162  HISTORY     - UNK      MONUMENTED       USGS
 NF0162  HISTORY     - 1934     GOOD             NGS
 NF0162  HISTORY     - 20010530 MARK NOT FOUND   ADVANC
 NF0162
 NF0162                          STATION DESCRIPTION
 NF0162
 NF0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0162'4.2 MI W FROM BROOKLYN.
 NF0162'4.2 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0162'COUNTY, 500 FEET WEST OF A LARGE BARN ON THE HAYES FARM, 40
 NF0162'YARDS SOUTHEAST OF A ROAD TO THE CLARKS LAKE COTTAGES, 28.6 FEET
 NF0162'SOUTH OF THE HIGHWAY, 28.9 FEET SOUTH OF POLE 7, AND IN THE ROOT
 NF0162'OF A 14-INCH MAPLE TREE, 4.5 FEET NORTH OF A FENCE LINE.  A
 NF0162'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
 NF0162
 NF0162                          STATION RECOVERY (2001)
 NF0162
 NF0162'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5534 ***********************************************************************
 AA5534  DESIGNATION -  1024
 AA5534  PID         -  AA5534
 AA5534  STATE/COUNTY-  MI/WASHTENAW
 AA5534  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5534
 AA5534                         *CURRENT SURVEY CONTROL
 AA5534  ___________________________________________________________________
 AA5534* NAD 83(1986)-  42 14 42.     (N)    083 42 31.     (W)     SCALED    
 AA5534* NAVD 88     -       249.266  (meters)     817.80   (feet)  ADJUSTED  
 AA5534  ___________________________________________________________________
 AA5534  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AA5534  DYNAMIC HT  -         249.186 (meters)     817.54  (feet)  COMP
 AA5534  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 AA5534
 AA5534  VERT ORDER  -  SECOND    CLASS II
 AA5534
 AA5534.The horizontal coordinates were scaled from a topographic map and have
 AA5534.an estimated accuracy of +/- 6 seconds.
 AA5534
 AA5534.The orthometric height was determined by differential leveling
 AA5534.and adjusted by the National Geodetic Survey in August 1995..
 AA5534
 AA5534.The geoid height was determined by GEOID03.
 AA5534
 AA5534.The dynamic height is computed by dividing the NAVD 88
 AA5534.geopotential number by the normal gravity value computed on the
 AA5534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5534.degrees latitude (g = 980.6199 gals.).
 AA5534
 AA5534.The modeled gravity was interpolated from observed gravity values.
 AA5534
 AA5534;                    North         East    Units  Estimated Accuracy
 AA5534;SPC MI S     -    82,970.    4,054,310.      MT  (+/- 180 meters Scaled)
 AA5534
 AA5534                          SUPERSEDED SURVEY CONTROL
 AA5534
 AA5534.No superseded survey control is available for this station.
 AA5534
 AA5534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG765805(NAD 83)
 AA5534_MARKER: DD = SURVEY DISK
 AA5534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5534_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1024
 AA5534_MARK LOGO: MI0150
 AA5534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5534+STABILITY: SURFACE MOTION
 AA5534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5534+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004
 AA5534
 AA5534  HISTORY     - Date     Condition        Report By
 AA5534  HISTORY     - 1972     MONUMENTED       MI0150
 AA5534  HISTORY     - 20040922 GOOD             USPSQD
 AA5534
 AA5534                          STATION DESCRIPTION
 AA5534
 AA5534'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5534'STATION 1024 IS LOCATED IN BUHR PARK ON THE NORTH SIDE OF PACKARD ROAD
 AA5534'AND EASTERLY OF THE COBBLESTONE FARM HOUSE, SAID STATION BEING IN THE
 AA5534'SOUTHEAST 1/4 OF SECTION 3, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN
 AA5534'ARBOR, MICHIGAN. THE STATION IS LOCATED 6.23 FT (1.90 M) SOUTHEAST OF
 AA5534'THE SOUTHWEST CORNER OF THE BUHR ROCK PEDESTAL AND 6.36 FT (1.94 M)
 AA5534'SOUTHWEST OF THE SOUTHEAST CORNER OF THE AFOREMENTIONED ROCK PEDESTAL.
 AA5534'SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5534'1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5534'CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5534'SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5534
 AA5534                          STATION RECOVERY (2004)
 AA5534
 AA5534'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AA5534'RECOVERED, BUT COORDINATES LISTED ARE OVER 200 FEET OFF PER MY GPS.
 AA5534'RECORDED (AVERAGED 50 READINGS) AS N42 14' 42.6, W083 42' 34.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5535 ***********************************************************************
 AA5535  DESIGNATION -  1025
 AA5535  PID         -  AA5535
 AA5535  STATE/COUNTY-  MI/WASHTENAW
 AA5535  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5535
 AA5535                         *CURRENT SURVEY CONTROL
 AA5535  ___________________________________________________________________
 AA5535* NAD 83(1986)-  42 19 03.     (N)    083 42 26.     (W)     SCALED    
 AA5535* NAVD 88     -       291.285  (meters)     955.66   (feet)  ADJUSTED  
 AA5535  ___________________________________________________________________
 AA5535  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA5535  DYNAMIC HT  -         291.195 (meters)     955.36  (feet)  COMP
 AA5535  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 AA5535
 AA5535  VERT ORDER  -  SECOND    CLASS II
 AA5535
 AA5535.The horizontal coordinates were scaled from a topographic map and have
 AA5535.an estimated accuracy of +/- 6 seconds.
 AA5535
 AA5535.The orthometric height was determined by differential leveling
 AA5535.and adjusted by the National Geodetic Survey in August 1995..
 AA5535
 AA5535.The geoid height was determined by GEOID03.
 AA5535
 AA5535.The dynamic height is computed by dividing the NAVD 88
 AA5535.geopotential number by the normal gravity value computed on the
 AA5535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5535.degrees latitude (g = 980.6199 gals.).
 AA5535
 AA5535.The modeled gravity was interpolated from observed gravity values.
 AA5535
 AA5535;                    North         East    Units  Estimated Accuracy
 AA5535;SPC MI S     -    91,020.    4,054,360.      MT  (+/- 180 meters Scaled)
 AA5535
 AA5535                          SUPERSEDED SURVEY CONTROL
 AA5535
 AA5535.No superseded survey control is available for this station.
 AA5535
 AA5535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG769885(NAD 83)
 AA5535_MARKER: DD = SURVEY DISK
 AA5535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5535_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1025
 AA5535_MARK LOGO: MI0150
 AA5535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5535+STABILITY: SURFACE MOTION
 AA5535
 AA5535  HISTORY     - Date     Condition        Report By
 AA5535  HISTORY     - 1993     MONUMENTED       MI0150
 AA5535
 AA5535                          STATION DESCRIPTION
 AA5535
 AA5535'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5535'STATION 1025 IS LOCATED AT THE NORTHEAST CORNER OF NIXON ROAD AND
 AA5535'GREEN ROAD, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION 15, ANN
 AA5535'ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5535'LOCATED 42.6 FT (13.0 M) EAST OF THE EAST EDGE OF THE 8 FT (2.4 M)
 AA5535'ASPHALT BIKE PATH ALONG THE THE EAST SIDE OF NIXON ROAD AND 6.4 FT
 AA5535'(2.0 M) SOUTH OF THE SOUTH EDGE OF THE 8 FT (2.4 M) ASPHALT BIKE PATH
 AA5535'ALONG THE NORTH SIDE OF GREEN ROAD. SAID STATION IS A VERTICAL CONTROL
 AA5535'MONUMENT AND IS DESCRIBED AS THE 1993 EDITION OF THE CITY OF ANN ARBOR
 AA5535'BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL II AND IS FLUSH WITH
 AA5535'THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5536 ***********************************************************************
 AA5536  DESIGNATION -  1026
 AA5536  PID         -  AA5536
 AA5536  STATE/COUNTY-  MI/WASHTENAW
 AA5536  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5536
 AA5536                         *CURRENT SURVEY CONTROL
 AA5536  ___________________________________________________________________
 AA5536* NAD 83(1986)-  42 14 17.     (N)    083 42 02.     (W)     SCALED    
 AA5536* NAVD 88     -       250.626  (meters)     822.26   (feet)  ADJUSTED  
 AA5536  ___________________________________________________________________
 AA5536  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AA5536  DYNAMIC HT  -         250.546 (meters)     822.00  (feet)  COMP
 AA5536  MODELED GRAV-     980,294.9   (mgal)                       NAVD 88
 AA5536
 AA5536  VERT ORDER  -  SECOND    CLASS II
 AA5536
 AA5536.The horizontal coordinates were scaled from a topographic map and have
 AA5536.an estimated accuracy of +/- 6 seconds.
 AA5536
 AA5536.The orthometric height was determined by differential leveling
 AA5536.and adjusted by the National Geodetic Survey in August 1995..
 AA5536
 AA5536.The geoid height was determined by GEOID03.
 AA5536
 AA5536.The dynamic height is computed by dividing the NAVD 88
 AA5536.geopotential number by the normal gravity value computed on the
 AA5536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5536.degrees latitude (g = 980.6199 gals.).
 AA5536
 AA5536.The modeled gravity was interpolated from observed gravity values.
 AA5536
 AA5536;                    North         East    Units  Estimated Accuracy
 AA5536;SPC MI S     -    82,200.    4,054,980.      MT  (+/- 180 meters Scaled)
 AA5536
 AA5536                          SUPERSEDED SURVEY CONTROL
 AA5536
 AA5536.No superseded survey control is available for this station.
 AA5536
 AA5536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG771797(NAD 83)
 AA5536_MARKER: DD = SURVEY DISK
 AA5536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5536_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1026
 AA5536_MARK LOGO: MI0150
 AA5536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5536+STABILITY: SURFACE MOTION
 AA5536
 AA5536  HISTORY     - Date     Condition        Report By
 AA5536  HISTORY     - 1972     MONUMENTED       MI0150
 AA5536  HISTORY     - 20020316 GOOD             USPSQD
 AA5536
 AA5536                          STATION DESCRIPTION
 AA5536
 AA5536'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5536'STATION 1026 IS LOCATED ON THE WEST SIDE OF PLATT ROAD, NORTH OF
 AA5536'LORRAINE STREET, SAID STATION BEING IN THE NORTHEAST 1/4 OF SECTION
 AA5536'10, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE
 AA5536'STATION IS LOCATED ON THE NORTH EDGE OF THE CONCRETE DRIVEWAY TO 4495
 AA5536'PLATT ROAD AND 3.6 FT (1.1 M) WEST OF THE BACK OF CURB ALONG THE WEST
 AA5536'SIDE OF PLATT ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS
 AA5536'DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN ARBOR BRASS DISC,
 AA5536'WHICH IS SET IN CONCRETE PER DETAIL III AND IS FLUSH WITH THE GROUND.
 AA5536'THIS POINT WAS SET BY THE CITY OF ANN ARBOR IN 1972.
 AA5536
 AA5536                          STATION RECOVERY (2002)
 AA5536
 AA5536'RECOVERY NOTE BY US POWER SQUADRON 2002 (LEB)
 AA5536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5537 ***********************************************************************
 AA5537  DESIGNATION -  1027
 AA5537  PID         -  AA5537
 AA5537  STATE/COUNTY-  MI/WASHTENAW
 AA5537  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5537
 AA5537                         *CURRENT SURVEY CONTROL
 AA5537  ___________________________________________________________________
 AA5537* NAD 83(1986)-  42 14 41.     (N)    083 41 59.     (W)     SCALED    
 AA5537* NAVD 88     -       250.478  (meters)     821.78   (feet)  ADJUSTED  
 AA5537  ___________________________________________________________________
 AA5537  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AA5537  DYNAMIC HT  -         250.398 (meters)     821.51  (feet)  COMP
 AA5537  MODELED GRAV-     980,295.7   (mgal)                       NAVD 88
 AA5537
 AA5537  VERT ORDER  -  SECOND    CLASS II
 AA5537
 AA5537.The horizontal coordinates were scaled from a topographic map and have
 AA5537.an estimated accuracy of +/- 6 seconds.
 AA5537
 AA5537.The orthometric height was determined by differential leveling
 AA5537.and adjusted by the National Geodetic Survey in August 1995..
 AA5537
 AA5537.The geoid height was determined by GEOID03.
 AA5537
 AA5537.The dynamic height is computed by dividing the NAVD 88
 AA5537.geopotential number by the normal gravity value computed on the
 AA5537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5537.degrees latitude (g = 980.6199 gals.).
 AA5537
 AA5537.The modeled gravity was interpolated from observed gravity values.
 AA5537
 AA5537;                    North         East    Units  Estimated Accuracy
 AA5537;SPC MI S     -    82,940.    4,055,040.      MT  (+/- 180 meters Scaled)
 AA5537
 AA5537                          SUPERSEDED SURVEY CONTROL
 AA5537
 AA5537.No superseded survey control is available for this station.
 AA5537
 AA5537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG772804(NAD 83)
 AA5537_MARKER: DD = SURVEY DISK
 AA5537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5537_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1027
 AA5537_MARK LOGO: MI0150
 AA5537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5537+STABILITY: SURFACE MOTION
 AA5537
 AA5537  HISTORY     - Date     Condition        Report By
 AA5537  HISTORY     - 1993     MONUMENTED       MI0150
 AA5537  HISTORY     - 20020316 GOOD             USPSQD
 AA5537
 AA5537                          STATION DESCRIPTION
 AA5537
 AA5537'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5537'STATION 1027 IS LOCATED AT THE SOUTHEAST CORNER OF PACKARD ROAD AND
 AA5537'PLATT ROAD, SAID STATION BEING IN THE NORTHWEST 1/4 OF SECTION 11,
 AA5537'PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5537'IS LOCATED 1 FT (0.3 M) WEST OF THE WEST EDGE OF THE 5 FT (1.5 M)
 AA5537'CONCRETE RAMP ALONG THE EAST SIDE OF PLATT ROAD AND 1 FT (0.3 M) NORTH
 AA5537'OF THE NORTH EDGE OF THE CONCRETE RAMP ALONG THE SOUTH SIDE OF PACKARD
 AA5537'ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS
 AA5537'THE 1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5537'CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND. THE POINT WAS SET
 AA5537'BY THE CITY OF ANN ARBOR IN 1993.
 AA5537
 AA5537                          STATION RECOVERY (2002)
 AA5537
 AA5537'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 AA5537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5538 ***********************************************************************
 AA5538  DESIGNATION -  1028
 AA5538  PID         -  AA5538
 AA5538  STATE/COUNTY-  MI/WASHTENAW
 AA5538  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5538
 AA5538                         *CURRENT SURVEY CONTROL
 AA5538  ___________________________________________________________________
 AA5538* NAD 83(1986)-  42 16 37.     (N)    083 41 56.     (W)     SCALED    
 AA5538* NAVD 88     -       233.406  (meters)     765.77   (feet)  ADJUSTED  
 AA5538  ___________________________________________________________________
 AA5538  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AA5538  DYNAMIC HT  -         233.331 (meters)     765.52  (feet)  COMP
 AA5538  MODELED GRAV-     980,295.8   (mgal)                       NAVD 88
 AA5538
 AA5538  VERT ORDER  -  SECOND    CLASS II
 AA5538
 AA5538.The horizontal coordinates were scaled from a topographic map and have
 AA5538.an estimated accuracy of +/- 6 seconds.
 AA5538
 AA5538.The orthometric height was determined by differential leveling
 AA5538.and adjusted by the National Geodetic Survey in August 1995..
 AA5538
 AA5538.The geoid height was determined by GEOID03.
 AA5538
 AA5538.The dynamic height is computed by dividing the NAVD 88
 AA5538.geopotential number by the normal gravity value computed on the
 AA5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5538.degrees latitude (g = 980.6199 gals.).
 AA5538
 AA5538.The modeled gravity was interpolated from observed gravity values.
 AA5538
 AA5538;                    North         East    Units  Estimated Accuracy
 AA5538;SPC MI S     -    86,520.    4,055,080.      MT  (+/- 180 meters Scaled)
 AA5538
 AA5538                          SUPERSEDED SURVEY CONTROL
 AA5538
 AA5538.No superseded survey control is available for this station.
 AA5538
 AA5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG774840(NAD 83)
 AA5538_MARKER: DD = SURVEY DISK
 AA5538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA5538_SP_SET: BRIDGE RAIL
 AA5538_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1028
 AA5538_MARK LOGO: MI0150
 AA5538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5538
 AA5538  HISTORY     - Date     Condition        Report By
 AA5538  HISTORY     - 1972     MONUMENTED       MI0150
 AA5538
 AA5538                          STATION DESCRIPTION
 AA5538
 AA5538'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5538'STATION 1028 IS LOCATED ON THE NORTHWEST CORNER OF THE HURON PARKWAY
 AA5538'BRIDGE OVER THE HURON RIVER, SAID STATION BEING IN THE SOUTHWEST 1/4
 AA5538'OF SECTION 26, ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5538'THE STATION IS LOCATED ON THE WESTERLY CONCRETE RAIL, 1.0 FT (0.3 M)
 AA5538'SOUTH OF THE NORTH END OF THE RAIL, CENTERED 0.5 FT (0.2 M) FROM THE
 AA5538'EAST AND WEST EDGES OF THE RAIL. SAID STATION IS A VERTICAL CONTROL
 AA5538'POINT AND IS DESCRIBED AS THE 1972 EDITION OF THE CITY OF ANN ARBOR
 AA5538'BRASS DISC, WHICH IS SET IN THE CONCRETE RAIL, FLUSH WITH THE TOP AND
 AA5538'APPROXIMATELY 3 FT (0.9 M) ABOVE THE ROAD GRADE. THIS POINT WAS SET BY
 AA5538'THE CITY OF ANN ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0802 ***********************************************************************
 RL0802  DESIGNATION -  1028.5
 RL0802  PID         -  RL0802
 RL0802  STATE/COUNTY-  MI/ONTONAGON
 RL0802  USGS QUAD   -  
 RL0802
 RL0802                         *CURRENT SURVEY CONTROL
 RL0802  ___________________________________________________________________
 RL0802* NAD 83(1986)-  46 38 38.     (N)    089 10 41.     (W)     SCALED    
 RL0802* NAVD 88     -       313.492  (meters)    1028.52   (feet)  ADJUSTED  
 RL0802  ___________________________________________________________________
 RL0802  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0802  DYNAMIC HT  -         313.509 (meters)    1028.57  (feet)  COMP
 RL0802  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 RL0802
 RL0802  VERT ORDER  -  SECOND    CLASS 0
 RL0802
 RL0802.The horizontal coordinates were scaled from a topographic map and have
 RL0802.an estimated accuracy of +/- 6 seconds.
 RL0802
 RL0802.The orthometric height was determined by differential leveling
 RL0802.and adjusted by the National Geodetic Survey in June 1991..
 RL0802
 RL0802.The geoid height was determined by GEOID03.
 RL0802
 RL0802.The dynamic height is computed by dividing the NAVD 88
 RL0802.geopotential number by the normal gravity value computed on the
 RL0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0802.degrees latitude (g = 980.6199 gals.).
 RL0802
 RL0802.The modeled gravity was interpolated from observed gravity values.
 RL0802
 RL0802;                    North         East    Units  Estimated Accuracy
 RL0802;SPC MI N     -   209,080.    7,833,280.      MT  (+/- 180 meters Scaled)
 RL0802
 RL0802                          SUPERSEDED SURVEY CONTROL
 RL0802
 RL0802  NGVD 29 (??/??/92)  313.504  (m)         1028.55   (f) ADJ UNCH    2 0
 RL0802
 RL0802.Superseded values are not recommended for survey control.
 RL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0802.See file dsdata.txt to determine how the superseded data were derived.
 RL0802
 RL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS333678(NAD 83)
 RL0802_MARKER: S = SPIKE
 RL0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0802_SP_SET: PINE TREE
 RL0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0802
 RL0802  HISTORY     - Date     Condition        Report By
 RL0802  HISTORY     - UNK      MONUMENTED       USGS
 RL0802  HISTORY     - 1948     GOOD             NGS
 RL0802  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0802  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0802  HISTORY     - 19990331 MARK NOT FOUND   MIDT
 RL0802  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0802
 RL0802                          STATION DESCRIPTION
 RL0802
 RL0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0802'7.6 MI N FROM BRUCES CROSSING.
 RL0802'ABOUT 7.65 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE
 RL0802'INTERSECTION OF STATE HIGHWAY 28 AT BRUCES CROSSING, ABOUT
 RL0802'0.35 MILE NORTH OF A BRIDGE OVER BALTIMORE RIVER, AT THE BREAK
 RL0802'IN GRADE DECENDING SOUTH, AT THE INTERSECTION OF A DIM CROSSROAD,
 RL0802'34 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH
 RL0802'OF THE CENTER LINE OF THE DIM CROSSROAD, 20 FEET NORTHWEST OF
 RL0802'THE NORTH END OF A 12-INCH PIPE CULVERT UNDER ROAD WEST, 22 FEET
 RL0802'EAST OF BM V 137 (USC AND GS), AND IS A RAILROAD SPIKE IN THE
 RL0802'SOUTH SIDE OF A 10-INCH PINE TREE.
 RL0802
 RL0802                          STATION RECOVERY (1987)
 RL0802
 RL0802'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0802'MARK NOT FOUND.
 RL0802
 RL0802                          STATION RECOVERY (1996)
 RL0802
 RL0802'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0802'MARK NOT FOUND.
 RL0802
 RL0802                          STATION RECOVERY (1999)
 RL0802
 RL0802'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0802'THIS MARK IS UNRECOVERABLE.  SEVERAL TREES FIT THE DESCRIPTION. THEY
 RL0802'WOULD HAVE TO BE SEVERELY MUTILATED OR CUT DOWN TO REVEAL THE MARK.
 RL0802
 RL0802                          STATION RECOVERY (2001)
 RL0802
 RL0802'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3458 ***********************************************************************
 AJ3458  DESIGNATION -  1029 RESET
 AJ3458  PID         -  AJ3458
 AJ3458  STATE/COUNTY-  MI/WASHTENAW
 AJ3458  USGS QUAD   -  ANN ARBOR EAST (1983)
 AJ3458
 AJ3458                         *CURRENT SURVEY CONTROL
 AJ3458  ___________________________________________________________________
 AJ3458* NAD 83(1986)-  42 18 17.     (N)    083 41 33.     (W)     SCALED    
 AJ3458* NAVD 88     -       277.23   (meters)     909.5    (feet)  RESET     
 AJ3458  ___________________________________________________________________
 AJ3458  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AJ3458
 AJ3458  VERT ORDER  -  THIRD
 AJ3458
 AJ3458.The horizontal coordinates were scaled from a topographic map and have
 AJ3458.an estimated accuracy of +/- 6 seconds.
 AJ3458
 AJ3458.The orthometric height was computed from unverified reset data.
 AJ3458.No vertical observational check was made to the station.
 AJ3458
 AJ3458.The geoid height was determined by GEOID03.
 AJ3458
 AJ3458;                    North         East    Units  Estimated Accuracy
 AJ3458;SPC MI S     -    89,610.    4,055,590.      MT  (+/- 180 meters Scaled)
 AJ3458
 AJ3458                          SUPERSEDED SURVEY CONTROL
 AJ3458
 AJ3458.No superseded survey control is available for this station.
 AJ3458
 AJ3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG780871(NAD 83)
 AJ3458_MARKER: DD = SURVEY DISK
 AJ3458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3458_STAMPING: 1029 RESET 2000
 AJ3458_MARK LOGO: MI0150
 AJ3458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3458+STABILITY: SURFACE MOTION
 AJ3458
 AJ3458  HISTORY     - Date     Condition        Report By
 AJ3458  HISTORY     - 2000     MONUMENTED       MI0150
 AJ3458
 AJ3458                          STATION DESCRIPTION
 AJ3458
 AJ3458'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 2000
 AJ3458'STATION IS LOCATED AT THE SOUTHEAST CORNER OF PLYMOUTH ROAD AND GREEN
 AJ3458'ROAD, SAID STATION BEING IN THE SOUTHWEST 1/4 OF SECTION 14, ANN ARBOR
 AJ3458'TOWNSHIP, IN THE CITY OF ANN ARBOR. THE STATION IS LOCATED 9.27 M
 AJ3458'(30.41 FT) EAST OF THE BACK OF CURB ALONG THE EAST SIDE OF GREEN ROAD
 AJ3458'AND 10.62 M (34.84 FT) SOUTH OF THE BACK OF CURB ALONG THE SOUTH SIDE
 AJ3458'OF PLYMOUTH ROAD. SAID STATION IS A VERTICAL CONTROL MONUMENT SET IN
 AJ3458'CONCRETE AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY
 AJ3458'OF ANN ARBOR IN 2000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0543 ***********************************************************************
 RK0543  DESIGNATION -  103
 RK0543  PID         -  RK0543
 RK0543  STATE/COUNTY-  MI/MARQUETTE
 RK0543  USGS QUAD   -  ISHPEMING (1975)
 RK0543
 RK0543                         *CURRENT SURVEY CONTROL
 RK0543  ___________________________________________________________________
 RK0543* NAD 83(1994)-  46 29 44.61034(N)    087 39 17.59241(W)     ADJUSTED  
 RK0543* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 RK0543  ___________________________________________________________________
 RK0543  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 RK0543  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 RK0543
 RK0543  HORZ ORDER  -  SECOND
 RK0543
 RK0543.The horizontal coordinates were established by classical geodetic methods
 RK0543.and adjusted by the National Geodetic Survey in February 1997..
 RK0543
 RK0543.The orthometric height was scaled from a topographic map.
 RK0543
 RK0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0543
 RK0543.The geoid height was determined by GEOID03.
 RK0543
 RK0543;                    North         East     Units Scale Factor Converg.
 RK0543;SPC MI N     -   190,530.678 7,949,730.371   MT  0.99990956   -0 28 24.0
 RK0543;SPC MI N     -   625,100.65 26,081,792.56   iFT  0.99990956   -0 28 24.0
 RK0543;UTM  16      - 5,149,336.668   449,745.418   MT  0.99963104   -0 28 30.1
 RK0543
 RK0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0543!SPC MI N     -   0.99993006  x   0.99990956  =   0.99983962
 RK0543!UTM  16      -   0.99993006  x   0.99963104  =   0.99956112
 RK0543
 RK0543|---------------------------------------------------------------------|
 RK0543| PID    Reference Object                     Distance      Geod. Az  |
 RK0543|                                                           dddmmss.s |
 RK0543| CJ1745 103 RM 1                             15.166 METERS 05144     |
 RK0543| RK0548 SUMMIT MTN ST POLICE RAD MAST       APPROX. 5.4 KM 1584035.1 |
 RK0543| CJ1744 102                                                2654406.4 |
 RK0543| CJ1746 103 RM 2                              8.529 METERS 27544     |
 RK0543| RK0585 ISHPEMING WJPD RADIO MAST           APPROX. 1.6 KM 3030934.9 |
 RK0543|---------------------------------------------------------------------|
 RK0543
 RK0543                          SUPERSEDED SURVEY CONTROL
 RK0543
 RK0543  NAD 83(1986)-  46 29 44.60400(N)    087 39 17.58850(W) AD(       ) 2
 RK0543  NAD 27      -  46 29 44.83600(N)    087 39 17.10000(W) AD(       ) 2
 RK0543
 RK0543.Superseded values are not recommended for survey control.
 RK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0543.See file dsdata.txt to determine how the superseded data were derived.
 RK0543
 RK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4974549337(NAD 83)
 RK0543_MARKER: I = METAL ROD
 RK0543_SETTING: 66 = SET IN ROCK OUTCROP
 RK0543_SP_SET: PARTIALLY EXPOSED BEDROCK
 RK0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0543+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2001
 RK0543
 RK0543  HISTORY     - Date     Condition        Report By
 RK0543  HISTORY     - 1955     MONUMENTED       CGS
 RK0543  HISTORY     - 20010917 GOOD             MIDT
 RK0543
 RK0543                          STATION DESCRIPTION
 RK0543
 RK0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0543'THE STATION IS NEAR THE WEST SIDE OF SECTION 2, T. 47 N., R. 27 W.,
 RK0543'IN THE NORTHEASTERN PART OF THE TOWN OF ISHPEMING AND ON THE SUMMIT
 RK0543'OF THE BARE HILL ABOUT 200 FEET EAST OF TEH ISHPEMING MUNICIPAL
 RK0543'TANK.
 RK0543'
 RK0543'TO REACH FROM THE CAUTION LIGHT AT THE INTERSECTION OF US HIGHWAY 41
 RK0543'AND THIRD STREET IN THE NORTH PART OF THE TOWN OF ISHPEMING, GO
 RK0543'SOUTH ON THIRD STREET FOR 0.25 MILE TO THE TRAFFIC LIGHT AT WABASH
 RK0543'STREET, TURN LEFT AND GO EAST ON WABASH STREET FOR 0.25 MILE TO
 RK0543'SEVENTH STREET, TURN RIGHT AND GO SOUTH ON SEVENTH STREET FOR
 RK0543'0.2 MILE TO THE JUNCTION OF EMPIRE AND SEVENTH STREETS, CONTINUE
 RK0543'SOUTH 0.1 MILE TO A POINT WHERE THE STREET CURVES LEFT AT THE
 RK0543'JUNCTION OF NEW YORK AND BIGELOW STREETS, TURN LEFT AND FOLLOW
 RK0543'PAVED STREET EASTERLY 0.3 MILE TO POINT WHERE PAVED STREET CURVES
 RK0543'LEFT, TURN LEFT AND FOLLOW PAVED STREET NORTH 0.05 MILE TO THE END
 RK0543'OF THE BLACKTOP, CONTINUE WESTERLY UP HILL ON THE TRACK ROAD 0.15
 RK0543'MILE TO THE ISHPEMING MUNICIPAL TANK AND THE STATION ON THE SUMMIT
 RK0543'OF THE BARE HILL ABOUT 200 FEET EAST OF THE TANK.
 RK0543'
 RK0543'THE STATION MARK IS A 1-INCH IRON PIN WITH A FLAT HEAD 2-1/2 INCHES
 RK0543'IN DIAMETER SET IN BEDROCK.  THE PIN PROJECTS 3 INCHES AND THE
 RK0543'NUMBERS 103 ARE STAMPED ON THE HEAD OF THE PIN.  IT IS 48 FEET
 RK0543'NORTHEAST OF THE SOUTHWEST EDGE OF THE SUMMIT AND 8 FEET NORTH OF
 RK0543'THE POINT WHERE THE FLAT BEDROCK BREAKS OFF TO THE SOUTH.  THIS
 RK0543'MARK IS THE CLEVELAND CLIFFS IRON COMPANY TRIANGULATION STATION 103.
 RK0543'
 RK0543'REFERENCE MARK NO. 1, STAMPED 103 NO 1 1955, IS A STANDARD DISK SET
 RK0543'IN THE HIGHEST POINT OF A 36-FOOT BY 10-FOOT BEDROCK OUTCROP WHICH IS
 RK0543'THE HIGHEST POINT OF THE HILL AND ABOUT 1 FOOT HIGHER THAN THE
 RK0543'STATION.
 RK0543'
 RK0543'REFERENCE MARK NO. 2, STAMPED 103 NO 2 1955, IS A STANDARD DISK SET
 RK0543'IN A BEDROCK OUTCROP 21 FEET SOUTHEAST OF THE NORTHEAST EDGE OF THE
 RK0543'HILL AND ABOUT 2 FEET LOWER THAN THE STATION.
 RK0543'
 RK0543'102 (CCIC) WILL SERVE AS THE AZIMUTH MARK FOR THIS STATION.  IT IS
 RK0543'THE CLEVELAND-CLIFFS IRON COMPANY TRIANGULATION STATION 102 LOCATED
 RK0543'ON THE SUMMIT OF PILOT KNOB WHICH IS A ROCKY HILL WITH VERY FEW TREES
 RK0543'IN THE NORTHWESTERN PART OF THE TOWN OF ISHPEMING.  THE MARK IS AN
 RK0543'IRON PIN SET IN A BEDROCK OUTCROP ABOUT 60 FEET BY 10 FEET.  THIS
 RK0543'OUTCROP IS THE HIGHEST POINT OF THE HILL.  THE PIN PROJECTS ABOUT
 RK0543'3 INCHES AND THE NUMBERS 102 ARE STAMPED ON THE TOP OF THE PIN.
 RK0543'IT IS 7 FEET SOUTHWEST OF THE HIGHEST POINT OF THE HILL AND 3
 RK0543'FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE LARGE OUTCROP.
 RK0543'
 RK0543'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW TRACK ROAD AND
 RK0543'PAVED STREET BACK 0.5 MILE TO THE JUNCTION OF NEW YORK AND BIGELOW
 RK0543'STREETS, GO NORTH 0.1 MILE TO THE INTERSECTION OF EMPIRE AND
 RK0543'SEVENTH STREETS, GO WEST ON EMPIRE STREET FOR 0.6 MILE TO OAK
 RK0543'STREET, JOG NORTH ABOUT 30 YARDS ON OAK STREET, TURN LEFT ON
 RK0543'EMPIRE STREET AND GO 0.35 MILE TO THE WEST SIDE OF A SMALL LAKE
 RK0543'AND THE INTERECTION OF HAZEL STREET, TURN RIGHT ON HAZEL STREET
 RK0543'(GRAVEL SIDE STREET) AND GO WESTERLY 0.1 MILE AROUND THE NORTH SIDE
 RK0543'OF PILOT KNOB TO THE FLAT PARKING AREA ON THE WESTERN SIDE OF
 RK0543'THE HILL AND THE END OF TRUCK TRAVEL.  PACK EASTERLY ABOUT60
 RK0543'YARDS TO THE SUMMIT OF THE HILL AND THE MARK AS DESCRIBED.
 RK0543'
 RK0543'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 RK0543
 RK0543                          STATION RECOVERY (2001)
 RK0543
 RK0543'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 RK0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0141 ***********************************************************************
 OK0141  DESIGNATION -  103 1/2
 OK0141  PID         -  OK0141
 OK0141  STATE/COUNTY-  MI/CLINTON
 OK0141  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0141
 OK0141                         *CURRENT SURVEY CONTROL
 OK0141  ___________________________________________________________________
 OK0141* NAD 83(1986)-  43 00 14.     (N)    084 39 48.     (W)     SCALED    
 OK0141* NAVD 88     -       217.977  (meters)     715.15   (feet)  ADJUSTED  
 OK0141  ___________________________________________________________________
 OK0141  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 OK0141  DYNAMIC HT  -         217.926 (meters)     714.98  (feet)  COMP
 OK0141  MODELED GRAV-     980,384.2   (mgal)                       NAVD 88
 OK0141
 OK0141  VERT ORDER  -  SECOND    CLASS 0
 OK0141
 OK0141.The horizontal coordinates were scaled from a topographic map and have
 OK0141.an estimated accuracy of +/- 6 seconds.
 OK0141
 OK0141.The orthometric height was determined by differential leveling
 OK0141.and adjusted by the National Geodetic Survey in June 1991..
 OK0141
 OK0141.The geoid height was determined by GEOID03.
 OK0141
 OK0141.The dynamic height is computed by dividing the NAVD 88
 OK0141.geopotential number by the normal gravity value computed on the
 OK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0141.degrees latitude (g = 980.6199 gals.).
 OK0141
 OK0141.The modeled gravity was interpolated from observed gravity values.
 OK0141
 OK0141;                    North         East    Units  Estimated Accuracy
 OK0141;SPC MI S     -   167,090.    3,975,810.      MT  (+/- 180 meters Scaled)
 OK0141
 OK0141                          SUPERSEDED SURVEY CONTROL
 OK0141
 OK0141  NGVD 29 (??/??/92)  218.120  (m)          715.62   (f) ADJ UNCH    2 0
 OK0141
 OK0141.Superseded values are not recommended for survey control.
 OK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0141.See file dsdata.txt to determine how the superseded data were derived.
 OK0141
 OK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN904638(NAD 83)
 OK0141_MARKER: Z = SEE DESCRIPTION
 OK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0141_STAMPING: BM 103 1/2
 OK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0141+STABILITY: SURFACE MOTION
 OK0141
 OK0141  HISTORY     - Date     Condition        Report By
 OK0141  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0141  HISTORY     - 1934     GOOD             NGS
 OK0141  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0141  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0141
 OK0141                          STATION DESCRIPTION
 OK0141
 OK0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0141'5.4 MI W FROM ST JOHNS.
 OK0141'5.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0141'STATION AT SAINT JOHNS, CLINTON COUNTY, 46 FEET NORTH OF THE
 OK0141'NORTH RAIL, 1.9 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN THE
 OK0141'TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 103 1/2 AND SET IN
 OK0141'THE TOP OF A CONCRETE POST.
 OK0141
 OK0141                          STATION RECOVERY (1994)
 OK0141
 OK0141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0141'MARK NOT FOUND.
 OK0141
 OK0141                          STATION RECOVERY (2001)
 OK0141
 OK0141'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0141'MONUMENT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1272 ***********************************************************************
 RJ1272  DESIGNATION -  103 R C7W 044
 RJ1272  PID         -  RJ1272
 RJ1272  STATE/COUNTY-  MI/CHIPPEWA
 RJ1272  USGS QUAD   -  MUNUSCONG (1976)
 RJ1272
 RJ1272                         *CURRENT SURVEY CONTROL
 RJ1272  ___________________________________________________________________
 RJ1272* NAD 83(1994)-  46 14 42.20721(N)    084 10 32.06722(W)     ADJUSTED  
 RJ1272* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 RJ1272  ___________________________________________________________________
 RJ1272  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 RJ1272  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1272
 RJ1272  HORZ ORDER  -  SECOND
 RJ1272
 RJ1272.The horizontal coordinates were established by classical geodetic methods
 RJ1272.and adjusted by the National Geodetic Survey in February 1997..
 RJ1272
 RJ1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1272
 RJ1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1272
 RJ1272.The geoid height was determined by GEOID03.
 RJ1272
 RJ1272;                    North         East     Units Scale Factor Converg.
 RJ1272;SPC MI N     -   166,341.577 8,217,754.251   MT  0.99990308   +2 02 29.3
 RJ1272;SPC MI N     -   545,740.08 26,961,135.99   iFT  0.99990308   +2 02 29.3
 RJ1272;UTM  16      - 5,125,153.497   717,730.586   MT  1.00018279   +2 02 27.2
 RJ1272
 RJ1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1272!SPC MI N     -   0.99997779  x   0.99990308  =   0.99988088
 RJ1272!UTM  16      -   0.99997779  x   1.00018279  =   1.00016058
 RJ1272
 RJ1272                          SUPERSEDED SURVEY CONTROL
 RJ1272
 RJ1272  NAD 83(1986)-  46 14 42.19856(N)    084 10 32.06390(W) AD(       ) 2
 RJ1272  NGVD 29 (05/22/90)  178.2    (m)          585.     (f) VERT ANG       
 RJ1272
 RJ1272.Superseded values are not recommended for survey control.
 RJ1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1272.See file dsdata.txt to determine how the superseded data were derived.
 RJ1272
 RJ1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1773125153(NAD 83)
 RJ1272_MARKER: DS = TRIANGULATION STATION DISK
 RJ1272_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1272+WITH SETTING: INFORMATION.
 RJ1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1272
 RJ1272  HISTORY     - Date     Condition        Report By
 RJ1272  HISTORY     - 1988     MONUMENTED       USE
 RJ1272
 RJ1272                          STATION DESCRIPTION
 RJ1272
 RJ1272'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1272'THE STATION IS LOCATED ABOUT 30.9 KM (19.2 MI) SOUTH-SOUTHEAST OF
 RJ1272'SAULT STE MARIE, 33.2 KM (20.6 MI) EAST OF RUDYARD, 34.9 KM
 RJ1272'(21.7 MI) NORTHWEST OF DETOUR VILLAGE ON NEEBISH ISLAND IN PART OF
 RJ1272'LOT 1, PLAT OF MAYWOOD PARK, SEC 34 34, T45N-R2E.
 RJ1272'OWNERSHIP---KATHERINE BLESSING
 RJ1272'
 RJ1272'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1272'4.3 KM
 RJ1272'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH
 RJ1272'FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1272'DOWNRIVER FOR 5 MINUTES TO NEEBISH ISLAND WHERE STATION IS LOCATED.
 RJ1272'
 RJ1272'THE STATION IS A STANDARD COE DISK
 RJ1272'THAT IS STAMPED---C7W-044 1988---, SET INTO A PVC SLEEVE AND ATTACHED
 RJ1272'TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 1.5 METERS (5 FT)
 RJ1272'FROM (EAST) BANK, 3.7 METERS (12 FT) EAST OF WATER.
 RJ1272'
 RJ1272'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5147 ***********************************************************************
 AA5147  DESIGNATION -  103 SALINE
 AA5147  PID         -  AA5147
 AA5147  STATE/COUNTY-  MI/WASHTENAW
 AA5147  USGS QUAD   -  SALINE (1983)
 AA5147
 AA5147                         *CURRENT SURVEY CONTROL
 AA5147  ___________________________________________________________________
 AA5147* NAD 83(1994)-  42 09 42.75120(N)    083 47 55.22026(W)     ADJUSTED  
 AA5147* NAVD 88     -       253.2    (meters)     831.     (feet)  GPS OBS   
 AA5147  ___________________________________________________________________
 AA5147  X           -     511,498.036 (meters)                     COMP
 AA5147  Y           -  -4,707,403.452 (meters)                     COMP
 AA5147  Z           -   4,259,095.639 (meters)                     COMP
 AA5147  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AA5147  ELLIP HEIGHT-         218.80  (meters)          (07/12/02) GPS OBS
 AA5147  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AA5147
 AA5147  HORZ ORDER  -  FIRST
 AA5147  ELLP ORDER  -  FOURTH    CLASS I
 AA5147
 AA5147.The horizontal coordinates were established by GPS observations
 AA5147.and adjusted by the National Geodetic Survey in February 1997..
 AA5147
 AA5147.The orthometric height was determined by GPS observations and a
 AA5147.high-resolution geoid model.
 AA5147
 AA5147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5147
 AA5147.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5147
 AA5147.The ellipsoidal height was determined by GPS observations
 AA5147.and is referenced to NAD 83.
 AA5147
 AA5147.The geoid height was determined by GEOID03.
 AA5147
 AA5147;                    North         East     Units Scale Factor Converg.
 AA5147;SPC MI S     -    73,678.707 4,046,938.293   MT  0.99998592   +0 23 11.5
 AA5147;SPC MI S     -   241,728.04 13,277,356.60   iFT  0.99998592   +0 23 11.5
 AA5147;UTM  17      - 4,671,541.065   268,799.728   MT  1.00025777   -1 52 45.8
 AA5147
 AA5147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5147!SPC MI S     -   0.99996568  x   0.99998592  =   0.99995161
 AA5147!UTM  17      -   0.99996568  x   1.00025777  =   1.00022345
 AA5147
 AA5147                          SUPERSEDED SURVEY CONTROL
 AA5147
 AA5147  ELLIP H (02/03/97)  218.84   (m)                       GP(       ) 4 1
 AA5147  NAD 83(1986)-  42 09 42.75730(N)    083 47 55.24422(W) AD(       ) 1
 AA5147
 AA5147.Superseded values are not recommended for survey control.
 AA5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5147.See file dsdata.txt to determine how the superseded data were derived.
 AA5147
 AA5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6880071541(NAD 83)
 AA5147_MARKER: DD = SURVEY DISK
 AA5147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5147_STAMPING: 103
 AA5147_MARK LOGO: MI-161
 AA5147_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5147+STABILITY: SURFACE MOTION
 AA5147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5147+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 AA5147
 AA5147  HISTORY     - Date     Condition        Report By
 AA5147  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5147  HISTORY     - 20011212 POOR             ADVGEO
 AA5147  HISTORY     - 20030211 GOOD             INDIV
 AA5147  HISTORY     - 20050517 POOR             INDIV
 AA5147  HISTORY     - 20050521 POOR             USPSQD
 AA5147
 AA5147                          STATION DESCRIPTION
 AA5147
 AA5147'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5147'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5147'WESTERLY LIMITS OF THE CITY OF SALINE. THE STATION IS EAST OF THE WEST
 AA5147'QUARTER CORNER OF SECTION 1, TOWNSHIP 4 SOUTH, RANGE 5 EAST, SALINE
 AA5147'TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF MICHIGAN
 AA5147'AVENUE (U.S. 12) AND ANN ARBOR-SALINE ROAD, IN DOWNTOWN SALINE,
 AA5147'PROCEED WEST ON U.S. 12 FOR 0.8 MI (1.3 KM) TO THE NEWLY CONSTRUCED
 AA5147'INTERSECTION OF AUSTIN ROAD (NORTHERLY). TURN RIGHT AND PROCEED NORTH
 AA5147'ON THE RECONSTRUCTED AUSTIN ROAD FOR 0.1 MI, AND BEAR RIGHT (EAST)ONTO
 AA5147'THE CHURCH SERVICE DRIVE. CONTINUE EAST FOR 150 FT, AND TURN LEFT ON
 AA5147'THE WESTERLY CHURCH PARKING DRIVE. THE STATION IS LOCATED IN THE LAWN
 AA5147'EXTENSION TO THE WEST. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN
 AA5147'TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW
 AA5147'COUNTY REMONUMENTATION GEODETIC CONTROL 103". THE DISK IS LOCATED
 AA5147'77.59 FT (23.65 M) N04W OF THE CENTER OF A FIRE HYDRANT, 81.12 FT
 AA5147'(24.73 M) N25E OF A TELEPHONE RISER, 70.63 FT (21.53 M) N85E OF A NAIL
 AA5147'IN THE NORTH SIDE OF A LIGHT POLE, 56.08 N90E OF A NAIL IN THE NORTH
 AA5147'SIDE OF A POWER POLE, AND 50.76 FT (15.47 M) S00E OF THE CENTER OF A
 AA5147'CATCH BASIN.
 AA5147
 AA5147                          STATION RECOVERY (2001)
 AA5147
 AA5147'RECOVERY NOTE BY ADVANCED GEOMATICS 2001 (LRF)
 AA5147'STATION HAS DISK CUT OFF AND THE BOTTOM IS STILL THERE.
 AA5147
 AA5147                          STATION RECOVERY (2003)
 AA5147
 AA5147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (WP)
 AA5147'THE STATION IS LOCATED IN THE LAWN OF ST.ANDREW CHURCH EXTENDED TO THE
 AA5147'WEST.
 AA5147' THE STATION IS A 0.80 DIAMETER MONUMENT WITH A ALUMINUM ROD IN THE
 AA5147'MIDDLE OF THE MONUMENT.A HOLE DRILLED IN THE MIDDLE OF IT.
 AA5147'NO MARKINGS ON THE MONUMENT.
 AA5147'THE STATION IS LOCATED 77.74 FT DUE SOUTH FROM CENTER OF A HYDRANT,
 AA5147'S29W 81.35 FT FROM C/L OF A TELEPHONE RISER, 70.72 FT S86W FROM A MAG
 AA5147'NAIL IN THE NORTH SIDE OF A LIGHT POLE, SOUTH WEST 56.18 FT FROM A MAG
 AA5147'NAIL IN THE NORTH SIDE OF A POWER POLE, 50.77 FT N0E FROM A BEEHIVE
 AA5147'CB.
 AA5147
 AA5147                          STATION RECOVERY (2005)
 AA5147
 AA5147'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5147'MONUMENT FOUND, BUT THE DISK HAS BROKEN OFF AT THE TOP.
 AA5147
 AA5147                          STATION RECOVERY (2005)
 AA5147
 AA5147'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA5147'THE MARK IS ONE FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5540 ***********************************************************************
 AA5540  DESIGNATION -  1030
 AA5540  PID         -  AA5540
 AA5540  STATE/COUNTY-  MI/WASHTENAW
 AA5540  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5540
 AA5540                         *CURRENT SURVEY CONTROL
 AA5540  ___________________________________________________________________
 AA5540* NAD 83(1986)-  42 17 17.     (N)    083 41 33.     (W)     SCALED    
 AA5540* NAVD 88     -       247.423  (meters)     811.75   (feet)  ADJUSTED  
 AA5540  ___________________________________________________________________
 AA5540  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 AA5540  DYNAMIC HT  -         247.345 (meters)     811.50  (feet)  COMP
 AA5540  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 AA5540
 AA5540  VERT ORDER  -  SECOND    CLASS II
 AA5540
 AA5540.The horizontal coordinates were scaled from a topographic map and have
 AA5540.an estimated accuracy of +/- 6 seconds.
 AA5540
 AA5540.The orthometric height was determined by differential leveling
 AA5540.and adjusted by the National Geodetic Survey in August 1995..
 AA5540
 AA5540.The geoid height was determined by GEOID03.
 AA5540
 AA5540.The dynamic height is computed by dividing the NAVD 88
 AA5540.geopotential number by the normal gravity value computed on the
 AA5540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5540.degrees latitude (g = 980.6199 gals.).
 AA5540
 AA5540.The modeled gravity was interpolated from observed gravity values.
 AA5540
 AA5540;                    North         East    Units  Estimated Accuracy
 AA5540;SPC MI S     -    87,760.    4,055,600.      MT  (+/- 180 meters Scaled)
 AA5540
 AA5540                          SUPERSEDED SURVEY CONTROL
 AA5540
 AA5540.No superseded survey control is available for this station.
 AA5540
 AA5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG780852(NAD 83)
 AA5540_MARKER: DD = SURVEY DISK
 AA5540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5540_STAMPING: CITY OF ANN ARBOR BENCH MARK NO. 1030
 AA5540_MARK LOGO: MI0150
 AA5540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5540+STABILITY: SURFACE MOTION
 AA5540
 AA5540  HISTORY     - Date     Condition        Report By
 AA5540  HISTORY     - 1993     MONUMENTED       MI0150
 AA5540
 AA5540                          STATION DESCRIPTION
 AA5540
 AA5540'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1993 (GD)
 AA5540'STATION 1030 IS LOCATED AT THE NORTHWEST CORNER OF GEDDES ROAD AND
 AA5540'EARHART ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION 26,
 AA5540'ANN ARBOR TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION IS
 AA5540'LOCATED 13.2 FT (4.0 M) WEST OF THE FIRE HYDRANT AND 23.1 FT (7.0 M)
 AA5540'NORTHWESTERLY OF A WATER MANHOLE IN THE NORTHERLY LANE OF GEDDES ROAD.
 AA5540'SAID STATION IS A VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE
 AA5540'1993 EDITION OF THE CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN
 AA5540'CONCRETE PER DETAIL II AND IS FLUSH WITH THE GROUND. THIS POINT WAS
 AA5540'SET BY THE CITY OF ANN ARBOR IN 1993.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5541 ***********************************************************************
 AA5541  DESIGNATION -  1031
 AA5541  PID         -  AA5541
 AA5541  STATE/COUNTY-  MI/WASHTENAW
 AA5541  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5541
 AA5541                         *CURRENT SURVEY CONTROL
 AA5541  ___________________________________________________________________
 AA5541* NAD 83(1986)-  42 14 43.     (N)    083 41 33.     (W)     SCALED    
 AA5541* NAVD 88     -       247.789  (meters)     812.95   (feet)  ADJUSTED  
 AA5541  ___________________________________________________________________
 AA5541  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AA5541  DYNAMIC HT  -         247.709 (meters)     812.69  (feet)  COMP
 AA5541  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 AA5541
 AA5541  VERT ORDER  -  SECOND    CLASS II
 AA5541
 AA5541.The horizontal coordinates were scaled from a topographic map and have
 AA5541.an estimated accuracy of +/- 6 seconds.
 AA5541
 AA5541.The orthometric height was determined by differential leveling
 AA5541.and adjusted by the National Geodetic Survey in August 1995..
 AA5541
 AA5541.The geoid height was determined by GEOID03.
 AA5541
 AA5541.The dynamic height is computed by dividing the NAVD 88
 AA5541.geopotential number by the normal gravity value computed on the
 AA5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5541.degrees latitude (g = 980.6199 gals.).
 AA5541
 AA5541.The modeled gravity was interpolated from observed gravity values.
 AA5541
 AA5541;                    North         East    Units  Estimated Accuracy
 AA5541;SPC MI S     -    83,010.    4,055,640.      MT  (+/- 180 meters Scaled)
 AA5541
 AA5541                          SUPERSEDED SURVEY CONTROL
 AA5541
 AA5541.No superseded survey control is available for this station.
 AA5541
 AA5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG778805(NAD 83)
 AA5541_MARKER: DD = SURVEY DISK
 AA5541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5541_STAMPING: ANN ARBOR MICH. BENCH MARK NO. 1031
 AA5541_MARK LOGO: MI0150
 AA5541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5541+STABILITY: SURFACE MOTION
 AA5541
 AA5541  HISTORY     - Date     Condition        Report By
 AA5541  HISTORY     - 1972     MONUMENTED       MI0150
 AA5541
 AA5541                          STATION DESCRIPTION
 AA5541
 AA5541'DESCRIBED BY CITY OF ANN ARBOR MICHIGAN 1972 (GD)
 AA5541'STATION 1031 IS LOCATED AT THE NORTHWEST CORNER OF PACKARD ROAD AND
 AA5541'PITTSFIELD BOULEVARD, SAID STATION BEING IN THE SOUTHWEST 1/4 OF
 AA5541'SECTION 2, PITTSFIELD TOWNSHIP, IN THE CITY OF ANN ARBOR, MICHIGAN.
 AA5541'THE STATION IS LOCATED 31.4 FT (9.6 M) NORTH OF THE NORTH EDGE OF THE
 AA5541'5 FT (1.5 M) CONCRETE WALK ALONG THE NORTH SIDE OF PACKARD ROAD AND
 AA5541'0.4 FT (0.1 M) WEST OF THE WEST EDGE OF THE 4 FT (1.2 M) CONCRETE WALK
 AA5541'ALONG THE WEST SIDE OF PITTSFIELD BOULEVARD. SAID STATION IS A
 AA5541'VERTICAL CONTROL MONUMENT AND IS DESCRIBED AS THE 1972 EDITION OF THE
 AA5541'CITY OF ANN ARBOR BRASS DISC, WHICH IS SET IN CONCRETE PER DETAIL III
 AA5541'AND IS FLUSH WITH THE GROUND. THIS POINT WAS SET BY THE CITY OF ANN
 AA5541'ARBOR IN 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0143 ***********************************************************************
 OK0143  DESIGNATION -  104 1/2
 OK0143  PID         -  OK0143
 OK0143  STATE/COUNTY-  MI/CLINTON
 OK0143  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0143
 OK0143                         *CURRENT SURVEY CONTROL
 OK0143  ___________________________________________________________________
 OK0143* NAD 83(1986)-  43 00 13.     (N)    084 40 58.     (W)     SCALED    
 OK0143* NAVD 88     -       219.431  (meters)     719.92   (feet)  ADJUSTED  
 OK0143  ___________________________________________________________________
 OK0143  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 OK0143  DYNAMIC HT  -         219.380 (meters)     719.75  (feet)  COMP
 OK0143  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 OK0143
 OK0143  VERT ORDER  -  SECOND    CLASS 0
 OK0143
 OK0143.The horizontal coordinates were scaled from a topographic map and have
 OK0143.an estimated accuracy of +/- 6 seconds.
 OK0143
 OK0143.The orthometric height was determined by differential leveling
 OK0143.and adjusted by the National Geodetic Survey in June 1991..
 OK0143
 OK0143.The geoid height was determined by GEOID03.
 OK0143
 OK0143.The dynamic height is computed by dividing the NAVD 88
 OK0143.geopotential number by the normal gravity value computed on the
 OK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0143.degrees latitude (g = 980.6199 gals.).
 OK0143
 OK0143.The modeled gravity was interpolated from observed gravity values.
 OK0143
 OK0143;                    North         East    Units  Estimated Accuracy
 OK0143;SPC MI S     -   167,070.    3,974,230.      MT  (+/- 180 meters Scaled)
 OK0143
 OK0143                          SUPERSEDED SURVEY CONTROL
 OK0143
 OK0143  NGVD 29 (??/??/92)  219.573  (m)          720.38   (f) ADJ UNCH    2 0
 OK0143
 OK0143.Superseded values are not recommended for survey control.
 OK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0143.See file dsdata.txt to determine how the superseded data were derived.
 OK0143
 OK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN888638(NAD 83)
 OK0143_MARKER: Z = SEE DESCRIPTION
 OK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0143_STAMPING: BM 104 1/2
 OK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0143+STABILITY: SURFACE MOTION
 OK0143
 OK0143  HISTORY     - Date     Condition        Report By
 OK0143  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0143  HISTORY     - 1934     GOOD             NGS
 OK0143  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0143  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0143
 OK0143                          STATION DESCRIPTION
 OK0143
 OK0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0143'3 MI E FROM FOWLER.
 OK0143'3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0143'STATION AT FOWLER, CLINTON COUNTY, 45 FEET NORTH OF THE NORTH
 OK0143'RAIL, 1.7 FEET SOUTH OF A FENCE, AND 4.5 FEET LOWER THAN THE
 OK0143'RAIL.  A BRONZE PLUG, STAMPED BM 104 1/2 AND SET IN THE TOP OF A
 OK0143'CONCRETE POST.
 OK0143
 OK0143                          STATION RECOVERY (1994)
 OK0143
 OK0143'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0143'MARK NOT FOUND.
 OK0143
 OK0143                          STATION RECOVERY (2001)
 OK0143
 OK0143'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0143'MONUMENT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6847 ***********************************************************************
 AA6847  DESIGNATION -  104 250
 AA6847  PID         -  AA6847
 AA6847  STATE/COUNTY-  MI/WAYNE
 AA6847  USGS QUAD   -  ROYAL OAK (1981)
 AA6847
 AA6847                         *CURRENT SURVEY CONTROL
 AA6847  ___________________________________________________________________
 AA6847* NAD 83(1994)-  42 24 54.78539(N)    083 13 40.10468(W)     ADJUSTED  
 AA6847* NAVD 88     -       194.8    (meters)     639.     (feet)  GPS OBS   
 AA6847  ___________________________________________________________________
 AA6847  X           -     556,135.995 (meters)                     COMP
 AA6847  Y           -  -4,683,227.322 (meters)                     COMP
 AA6847  Z           -   4,279,874.889 (meters)                     COMP
 AA6847  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AA6847  ELLIP HEIGHT-         160.65  (meters)          (07/12/02) GPS OBS
 AA6847  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AA6847
 AA6847  HORZ ORDER  -  FIRST
 AA6847  ELLP ORDER  -  FOURTH    CLASS I
 AA6847
 AA6847.The horizontal coordinates were established by GPS observations
 AA6847.and adjusted by the National Geodetic Survey in February 1997..
 AA6847
 AA6847.The orthometric height was determined by GPS observations and a
 AA6847.high-resolution geoid model.
 AA6847
 AA6847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6847
 AA6847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6847
 AA6847.The ellipsoidal height was determined by GPS observations
 AA6847.and is referenced to NAD 83.
 AA6847
 AA6847.The geoid height was determined by GEOID03.
 AA6847
 AA6847;                    North         East     Units Scale Factor Converg.
 AA6847;SPC MI S     -   102,294.282 4,093,731.060   MT  0.99994029   +0 46 30.1
 AA6847;SPC MI S     -   335,611.16 13,430,876.18   iFT  0.99994029   +0 46 30.1
 AA6847;UTM  17      - 4,698,283.388   316,698.390   MT  1.00001341   -1 30 11.1
 AA6847
 AA6847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6847!SPC MI S     -   0.99997481  x   0.99994029  =   0.99991510
 AA6847!UTM  17      -   0.99997481  x   1.00001341  =   0.99998821
 AA6847
 AA6847                          SUPERSEDED SURVEY CONTROL
 AA6847
 AA6847  ELLIP H (02/03/97)  160.70   (m)                       GP(       ) 4 1
 AA6847  NAD 83(1986)-  42 24 54.78991(N)    083 13 40.13525(W) AD(       ) 1
 AA6847
 AA6847.Superseded values are not recommended for survey control.
 AA6847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6847.See file dsdata.txt to determine how the superseded data were derived.
 AA6847
 AA6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1669898283(NAD 83)
 AA6847_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6847_STAMPING: 104-250 1960
 AA6847_MARK LOGO: MI-163
 AA6847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6847+STABILITY: SURFACE MOTION
 AA6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6847+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6847
 AA6847  HISTORY     - Date     Condition        Report By
 AA6847  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6847
 AA6847                          STATION DESCRIPTION
 AA6847
 AA6847'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6847'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6847'MCNICHOLS ROAD AT SUNDERLAND ROAD. TO REACH FROM M-39 (SOUTHFIELD
 AA6847'EXPRESSWAY) AND MCNICHOLS ROAD (EXIT 13) PROCEED WEST ON MCNICHOLS
 AA6847'ROAD 0.45 MILESTO SUNDERLAND ROAD AND THE STATION IN THE SOUTHEAST
 AA6847'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6847'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT
 AA6847'BOX SET FLUSH WITH THE CONCRETE SIDEWALK.  THR MONUMENT IS IN THE
 AA6847'CENTERLINE OF THE SIDEWALK. CENTERLINE OF MCNICHOLS ROAD IS N 0 E, 56
 AA6847'FEET, CENTERLINE OF SUNDERLAND ROAD IS N 90 W, 33.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5148 ***********************************************************************
 AA5148  DESIGNATION -  104 BRIDGEWATER
 AA5148  PID         -  AA5148
 AA5148  STATE/COUNTY-  MI/WASHTENAW
 AA5148  USGS QUAD   -  TECUMSEH NORTH (1975)
 AA5148
 AA5148                         *CURRENT SURVEY CONTROL
 AA5148  ___________________________________________________________________
 AA5148* NAD 83(1994)-  42 06 28.02150(N)    083 53 34.11704(W)     ADJUSTED  
 AA5148* NAVD 88     -       268.3    (meters)     880.     (feet)  GPS OBS   
 AA5148  ___________________________________________________________________
 AA5148  X           -     504,193.032 (meters)                     COMP
 AA5148  Y           -  -4,712,256.632 (meters)                     COMP
 AA5148  Z           -   4,254,649.994 (meters)                     COMP
 AA5148  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA5148  ELLIP HEIGHT-         233.79  (meters)          (07/12/02) GPS OBS
 AA5148  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AA5148
 AA5148  HORZ ORDER  -  FIRST
 AA5148  ELLP ORDER  -  FOURTH    CLASS I
 AA5148
 AA5148.The horizontal coordinates were established by GPS observations
 AA5148.and adjusted by the National Geodetic Survey in February 1997..
 AA5148
 AA5148.The orthometric height was determined by GPS observations and a
 AA5148.high-resolution geoid model.
 AA5148
 AA5148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5148
 AA5148.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5148
 AA5148.The ellipsoidal height was determined by GPS observations
 AA5148.and is referenced to NAD 83.
 AA5148
 AA5148.The geoid height was determined by GEOID03.
 AA5148
 AA5148;                    North         East     Units Scale Factor Converg.
 AA5148;SPC MI S     -    67,622.446 4,039,192.761   MT  0.99999817   +0 19 20.9
 AA5148;SPC MI S     -   221,858.42 13,251,944.75   iFT  0.99999817   +0 19 20.9
 AA5148;UTM  17      - 4,665,793.923   260,818.640   MT  1.00030398   -1 56 26.3
 AA5148
 AA5148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5148!SPC MI S     -   0.99996333  x   0.99999817  =   0.99996150
 AA5148!UTM  17      -   0.99996333  x   1.00030398  =   1.00026730
 AA5148
 AA5148                          SUPERSEDED SURVEY CONTROL
 AA5148
 AA5148  ELLIP H (02/03/97)  233.83   (m)                       GP(       ) 4 1
 AA5148  NAD 83(1986)-  42 06 28.02683(N)    083 53 34.14064(W) AD(       ) 1
 AA5148
 AA5148.Superseded values are not recommended for survey control.
 AA5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5148.See file dsdata.txt to determine how the superseded data were derived.
 AA5148
 AA5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6081965794(NAD 83)
 AA5148_MARKER: DD = SURVEY DISK
 AA5148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5148_STAMPING: 104
 AA5148_MARK LOGO: MI-161
 AA5148_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5148+STABILITY: SURFACE MOTION
 AA5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5148+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5148
 AA5148  HISTORY     - Date     Condition        Report By
 AA5148  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5148  HISTORY     - 20010427 POOR             LOCENG
 AA5148  HISTORY     - 20011212 POOR             ADVGEO
 AA5148  HISTORY     - 20050517 POOR             INDIV
 AA5148  HISTORY     - 20050521 POOR             USPSQD
 AA5148
 AA5148                          STATION DESCRIPTION
 AA5148
 AA5148'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5148'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5148'NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 4 SOUTH, RANGE 4 EAST,
 AA5148'BRIDGEWATER TOWNSHIP. TO REACH THE STATION FROM THE MAIN INTERSECTION
 AA5148'OF MICHIGAN AVENUE (U.S. 12) AND THE CLINTON-TECUMSEH HIGHWAY IN
 AA5148'CLINTON, MICHIGAN, PROCEED EAST-NORTHEAST ON U.S. 12 FOR 4.9 MI (7.9
 AA5148'KM) TO THE INTERSECTION WITH WILLOW ROAD, AND THE STATION IN THE
 AA5148'RIGHT-OF-WAY IN THE NORTHEAST CORNER OF THE INTERSECTION. THE STATION
 AA5148'IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE
 AA5148'MONUMENT, AND STAMPED "WASHTENAW COUNTY REMONUMENTATION GEODETIC
 AA5148'CONTROL 104". THE DISK IS LOCATED 87.30 FT (26.61 M) S33W OF A GUY
 AA5148'POLE, 46.90 FT (14.30 M) N65W OF A 12 INCH MAPLE TREE, 107.40 FT
 AA5148'(32.74 M) N55E OF THE WESTERLY 4"X4" END POST IN A FENCE LINE RUNNING
 AA5148'EAST, AND 44.70 FT (13.62 M) S45E OF THE CENTERLINE MARKING OF
 AA5148'MICHIGAN AVENUE.
 AA5148
 AA5148                          STATION RECOVERY (2001)
 AA5148
 AA5148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5148'MARK IS NOW LEANING DUE TO CLEANOUT OF DITCH IN CLOSE PROXIMITY TO
 AA5148'MONUMENT.
 AA5148
 AA5148                          STATION RECOVERY (2001)
 AA5148
 AA5148'RECOVERY NOTE BY ADVANCED GEOMATICS 2001 (LRF)
 AA5148'STATION IS IN CULVERT WASHOUT AND IS LEANING AT A 45 DEGREE ANGLE.
 AA5148
 AA5148                          STATION RECOVERY (2005)
 AA5148
 AA5148'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5148'MONUMENT LEANING SEVERELY
 AA5148
 AA5148                          STATION RECOVERY (2005)
 AA5148
 AA5148'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA5148'THE MARK IS TWO FEET SE OF A WITNESS POST. THERE IS NO LONGER A MAPLE
 AA5148'TREE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0460 ***********************************************************************
 OK0460  DESIGNATION -  1048
 OK0460  PID         -  OK0460
 OK0460  STATE/COUNTY-  MI/MECOSTA
 OK0460  USGS QUAD   -  WOODVILLE NE (1985)
 OK0460
 OK0460                         *CURRENT SURVEY CONTROL
 OK0460  ___________________________________________________________________
 OK0460* NAD 83(1986)-  43 41 09.     (N)    085 31 27.     (W)     SCALED    
 OK0460* NAVD 88     -       319.213  (meters)    1047.28   (feet)  ADJUSTED  
 OK0460  ___________________________________________________________________
 OK0460  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 OK0460  DYNAMIC HT  -         319.154 (meters)    1047.09  (feet)  COMP
 OK0460  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 OK0460
 OK0460  VERT ORDER  -  SECOND    CLASS 0
 OK0460
 OK0460.The horizontal coordinates were scaled from a topographic map and have
 OK0460.an estimated accuracy of +/- 6 seconds.
 OK0460
 OK0460.The orthometric height was determined by differential leveling
 OK0460.and adjusted by the National Geodetic Survey in June 1991..
 OK0460
 OK0460.The geoid height was determined by GEOID03.
 OK0460
 OK0460.The dynamic height is computed by dividing the NAVD 88
 OK0460.geopotential number by the normal gravity value computed on the
 OK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0460.degrees latitude (g = 980.6199 gals.).
 OK0460
 OK0460.The modeled gravity was interpolated from observed gravity values.
 OK0460
 OK0460;                    North         East    Units  Estimated Accuracy
 OK0460;SPC MI S     -   243,450.    3,906,680.      MT  (+/- 180 meters Scaled)
 OK0460
 OK0460                          SUPERSEDED SURVEY CONTROL
 OK0460
 OK0460  NGVD 29 (??/??/92)  319.317  (m)         1047.63   (f) ADJ UNCH    2 0
 OK0460
 OK0460.Superseded values are not recommended for survey control.
 OK0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0460.See file dsdata.txt to determine how the superseded data were derived.
 OK0460
 OK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP189380(NAD 83)
 OK0460_MARKER: P = PIPE CAP
 OK0460_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0460_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0460_STAMPING: 1048
 OK0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0460
 OK0460  HISTORY     - Date     Condition        Report By
 OK0460  HISTORY     - UNK      MONUMENTED       USGS
 OK0460  HISTORY     - 1934     GOOD             NGS
 OK0460  HISTORY     - 1974     GOOD             LOCSUR
 OK0460  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OK0460  HISTORY     - 20010626 MARK NOT FOUND   USPSQD
 OK0460
 OK0460                          STATION DESCRIPTION
 OK0460
 OK0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0460'3.2 MI SW FROM BIG RAPIDS.
 OK0460'3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 OK0460'AT BIG RAPIDS, MECOSTA COUNTY, 69 FEET NORTHEAST OF THE NORTHEAST
 OK0460'CORNER OF A SCHOOLHOUSE, 30 FEET WEST OF THE CENTERLINE OF A
 OK0460'ROAD INTERSECTION, AND 33 FEET SOUTH OF THE CENTERLINE OF THE
 OK0460'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 OK0460'1048 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OK0460
 OK0460                          STATION RECOVERY (1974)
 OK0460
 OK0460'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 OK0460'RECOVERED IN GOOD CONDITION.
 OK0460
 OK0460                          STATION RECOVERY (1985)
 OK0460
 OK0460'RECOVERY NOTE BY US POWER SQUADRON 1985
 OK0460'MARK NOT FOUND.
 OK0460
 OK0460                          STATION RECOVERY (2001)
 OK0460
 OK0460'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0460'MAJOR CONSTRUCTION HAS BEEN DONE IN THIS AREA. DISK PROBABLY
 OK0460'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0144 ***********************************************************************
 OK0144  DESIGNATION -  105 1/2
 OK0144  PID         -  OK0144
 OK0144  STATE/COUNTY-  MI/CLINTON
 OK0144  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0144
 OK0144                         *CURRENT SURVEY CONTROL
 OK0144  ___________________________________________________________________
 OK0144* NAD 83(1986)-  43 00 12.     (N)    084 42 09.     (W)     SCALED    
 OK0144* NAVD 88     -       225.081  (meters)     738.45   (feet)  ADJUSTED  
 OK0144  ___________________________________________________________________
 OK0144  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OK0144  DYNAMIC HT  -         225.028 (meters)     738.28  (feet)  COMP
 OK0144  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 OK0144
 OK0144  VERT ORDER  -  SECOND    CLASS 0
 OK0144
 OK0144.The horizontal coordinates were scaled from a topographic map and have
 OK0144.an estimated accuracy of +/- 6 seconds.
 OK0144
 OK0144.The orthometric height was determined by differential leveling
 OK0144.and adjusted by the National Geodetic Survey in June 1991..
 OK0144
 OK0144.The geoid height was determined by GEOID03.
 OK0144
 OK0144.The dynamic height is computed by dividing the NAVD 88
 OK0144.geopotential number by the normal gravity value computed on the
 OK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0144.degrees latitude (g = 980.6199 gals.).
 OK0144
 OK0144.The modeled gravity was interpolated from observed gravity values.
 OK0144
 OK0144;                    North         East    Units  Estimated Accuracy
 OK0144;SPC MI S     -   167,040.    3,972,620.      MT  (+/- 180 meters Scaled)
 OK0144
 OK0144                          SUPERSEDED SURVEY CONTROL
 OK0144
 OK0144  NGVD 29 (??/??/92)  225.221  (m)          738.91   (f) ADJ UNCH    2 0
 OK0144
 OK0144.Superseded values are not recommended for survey control.
 OK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0144.See file dsdata.txt to determine how the superseded data were derived.
 OK0144
 OK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN872637(NAD 83)
 OK0144_MARKER: Z = SEE DESCRIPTION
 OK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0144_STAMPING: BM 105 1/2
 OK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0144+STABILITY: SURFACE MOTION
 OK0144
 OK0144  HISTORY     - Date     Condition        Report By
 OK0144  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0144  HISTORY     - 1934     GOOD             NGS
 OK0144  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0144  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0144
 OK0144                          STATION DESCRIPTION
 OK0144
 OK0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0144'2 MI E FROM FOWLER.
 OK0144'2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0144'STATION AT FOWLER, CLINTON COUNTY, 46 FEET NORTH OF THE NORTH
 OK0144'RAIL, 2.6 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TOP OF THE
 OK0144'RAIL.  A BRONZE PLUG, STAMPED BM 105 1/2 AND SET IN THE TOP OF A
 OK0144'CONCRETE POST.
 OK0144
 OK0144                          STATION RECOVERY (1994)
 OK0144
 OK0144'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0144'MARK NOT FOUND.
 OK0144
 OK0144                          STATION RECOVERY (2001)
 OK0144
 OK0144'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0144'MONUMENT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1273 ***********************************************************************
 RJ1273  DESIGNATION -  105 C7W 016
 RJ1273  PID         -  RJ1273
 RJ1273  STATE/COUNTY-  MI/CHIPPEWA
 RJ1273  USGS QUAD   -  OAK RIDGE (1976)
 RJ1273
 RJ1273                         *CURRENT SURVEY CONTROL
 RJ1273  ___________________________________________________________________
 RJ1273* NAD 83(1994)-  46 15 15.26009(N)    084 10 35.31527(W)     ADJUSTED  
 RJ1273* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 RJ1273  ___________________________________________________________________
 RJ1273  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 RJ1273  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ1273
 RJ1273  HORZ ORDER  -  SECOND
 RJ1273
 RJ1273.The horizontal coordinates were established by classical geodetic methods
 RJ1273.and adjusted by the National Geodetic Survey in February 1997..
 RJ1273
 RJ1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1273
 RJ1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1273
 RJ1273.The geoid height was determined by GEOID03.
 RJ1273
 RJ1273;                    North         East     Units Scale Factor Converg.
 RJ1273;SPC MI N     -   167,358.918 8,217,648.381   MT  0.99990298   +2 02 26.9
 RJ1273;SPC MI N     -   549,077.81 26,960,788.65   iFT  0.99990298   +2 02 26.9
 RJ1273;UTM  16      - 5,126,171.122   717,624.693   MT  1.00018222   +2 02 26.0
 RJ1273
 RJ1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1273!SPC MI N     -   0.99997755  x   0.99990298  =   0.99988053
 RJ1273!UTM  16      -   0.99997755  x   1.00018222  =   1.00015977
 RJ1273
 RJ1273                          SUPERSEDED SURVEY CONTROL
 RJ1273
 RJ1273  NAD 83(1986)-  46 15 15.25143(N)    084 10 35.31192(W) AD(       ) 2
 RJ1273  NGVD 29 (05/22/90)  179.7    (m)          590.     (f) VERT ANG       
 RJ1273
 RJ1273.Superseded values are not recommended for survey control.
 RJ1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1273.See file dsdata.txt to determine how the superseded data were derived.
 RJ1273
 RJ1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1762526171(NAD 83)
 RJ1273_MARKER: I = METAL ROD
 RJ1273_SETTING: 80 = SET IN A BOULDER
 RJ1273_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RJ1273_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1273+STABILITY: SURFACE MOTION
 RJ1273
 RJ1273  HISTORY     - Date     Condition        Report By
 RJ1273  HISTORY     - 1988     MONUMENTED       USE
 RJ1273
 RJ1273                          STATION DESCRIPTION
 RJ1273
 RJ1273'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1273'THE STATION IS LOCATED ABOUT 29.9 KM (18.6 MI) SOUTH-SOUTHEAST OF
 RJ1273'SAULT STE MARE, 33.0 KM (20.5 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1273'35.9 KM (22.3 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1273'ON NEEBISH ISLAND IN HAYWOOD PARK ADDITION NO 1, LOTS 30, 31, 32,
 RJ1273'AND 553 FT OF LOT 33, SEC 34, T45N-R2E.
 RJ1273'OWNERSHIP---WARREN L. AND CAROLYN GERALDS
 RJ1273'
 RJ1273'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1273'4.3 KM (2.7 MI) ON 15 MILE ROAD
 RJ1273'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1273'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT.
 RJ1273'TRAVEL BY BOAT UPRIVER FOR 5 MINUTES
 RJ1273'TO WEST SIDE OF NEEBISH ISLAND WHERE STATION IS LOCATED.
 RJ1273'
 RJ1273'THE STATION IS A STEEL PIPE, IMBEDDED IN A LARGE ROCK ON THE EDGE
 RJ1273'OF THE WATER,
 RJ1273'LOCATED, 10.8 METERS (35.3 FT) NORTHWEST OF A LARGE WHITE PINE TREE.
 RJ1273'
 RJ1273'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5149 ***********************************************************************
 AA5149  DESIGNATION -  105 MANCHESTER
 AA5149  PID         -  AA5149
 AA5149  STATE/COUNTY-  MI/WASHTENAW
 AA5149  USGS QUAD   -  TIPTON (1980)
 AA5149
 AA5149                         *CURRENT SURVEY CONTROL
 AA5149  ___________________________________________________________________
 AA5149* NAD 83(1994)-  42 04 20.67804(N)    084 04 50.45268(W)     ADJUSTED  
 AA5149* NAVD 88     -       294.4    (meters)     966.     (feet)  GPS OBS   
 AA5149  ___________________________________________________________________
 AA5149  X           -     489,012.620 (meters)                     COMP
 AA5149  Y           -  -4,716,523.471 (meters)                     COMP
 AA5149  Z           -   4,251,751.606 (meters)                     COMP
 AA5149  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA5149  ELLIP HEIGHT-         259.84  (meters)          (07/12/02) GPS OBS
 AA5149  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AA5149
 AA5149  HORZ ORDER  -  FIRST
 AA5149  ELLP ORDER  -  FOURTH    CLASS I
 AA5149
 AA5149.The horizontal coordinates were established by GPS observations
 AA5149.and adjusted by the National Geodetic Survey in February 1997..
 AA5149
 AA5149.The orthometric height was determined by GPS observations and a
 AA5149.high-resolution geoid model.
 AA5149
 AA5149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5149
 AA5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5149
 AA5149.The ellipsoidal height was determined by GPS observations
 AA5149.and is referenced to NAD 83.
 AA5149
 AA5149.The geoid height was determined by GEOID03.
 AA5149
 AA5149;                    North         East     Units Scale Factor Converg.
 AA5149;SPC MI S     -    63,623.262 4,023,667.336   MT  1.00000665   +0 11 40.6
 AA5149;SPC MI S     -   208,737.74 13,201,008.32   iFT  1.00000665   +0 11 40.6
 AA5149;UTM  16      - 4,661,940.504   741,507.573   MT  1.00031774   +1 57 25.5
 AA5149;UTM  17      - 4,662,409.330   245,142.029   MT  1.00039930   -2 03 55.4
 AA5149
 AA5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5149!SPC MI S     -   0.99995925  x   1.00000665  =   0.99996590
 AA5149!UTM  16      -   0.99995925  x   1.00031774  =   1.00027698
 AA5149!UTM  17      -   0.99995925  x   1.00039930  =   1.00035853
 AA5149
 AA5149                          SUPERSEDED SURVEY CONTROL
 AA5149
 AA5149  ELLIP H (02/03/97)  259.87   (m)                       GP(       ) 4 1
 AA5149  NAD 83(1986)-  42 04 20.68272(N)    084 04 50.47611(W) AD(       ) 1
 AA5149
 AA5149.Superseded values are not recommended for survey control.
 AA5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5149.See file dsdata.txt to determine how the superseded data were derived.
 AA5149
 AA5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4150861941(NAD 83)
 AA5149_MARKER: DD = SURVEY DISK
 AA5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5149_STAMPING: 105
 AA5149_MARK LOGO: MI-161
 AA5149_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5149+STABILITY: SURFACE MOTION
 AA5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5149+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5149
 AA5149  HISTORY     - Date     Condition        Report By
 AA5149  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5149  HISTORY     - 20050517 POOR             INDIV
 AA5149
 AA5149                          STATION DESCRIPTION
 AA5149
 AA5149'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5149'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5149'SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 4 SOUTH, RANGE 3 EAST,
 AA5149'MANCHESTER TOWNSHIP. TO REACH THE STATION FROM THE MAIN INTERSECTION
 AA5149'OF MICHIGAN AVENUE (U.S. 12) AND CLINTON-TECUMSEH HIGHWAY, IN THE
 AA5149'VILLAGE OF CLINTON, PROCEED WEST ON MICHIGAN AVENUE FOR 1.8 MI (2.9
 AA5149'KM) TO THE INTERSECTION WITH M-52. CONTINUE WEST ON MICHIGAN AVENUE
 AA5149'(U.S. 12) FOR 3.5 MI (5.6 KM) TO THE INTERSECTION WITH SHARON HOLLOW
 AA5149'ROAD (NORTH), AND THE STATION LOCATED APPROXIMATELY 200 FT (61.0 M)
 AA5149'EAST OF THE INTERSECTION, ON THE NORTH SIDE OF MICHIGAN AVENUE. THE
 AA5149'STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE
 AA5149'CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY REMONUMENTATION
 AA5149'GEODETIC CONTROL 105". THE DISK IS LOCATED 8.0 FT (2.4 M) NORTH OF THE
 AA5149'NORTH EDGE OF MICHIGAN AVENUE, 49.8 FT (15.2 M) NORTH OF A NAIL AND
 AA5149'TAG IN THE WEST SIDE OF AN 8 INCH MAPLE TREE, 72.0 FT (21.9 M)
 AA5149'NORTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 108.0 FT (32.9 M) SOUTH
 AA5149'OF THE NORTHWEST CORNER OF A BUILDING, AND 124.3 FT (37.9 M) SOUTHWEST
 AA5149'OF A NAIL AND TAG IN THE WEST SIDE OF A 26 INCH MAPLE TREE.
 AA5149
 AA5149                          STATION RECOVERY (2005)
 AA5149
 AA5149'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5149'UNSURE OF POSITIONAL ACCURACY DUE TO RECONSTRUCTION AND WIDENING OF
 AA5149'US-12.
 AA5149'WITNESSES GONE, NEW WITNESSES AS FOLLOWS
 AA5149' N06W 46.98' TO SET NAIL IN EAST SIDE OF 10 INCH ELM, N62W 101.05' TO
 AA5149'THE CENTERLINE OF A TELEPHONE CABLE RISER BOX, S70W 109.22' TO A SET
 AA5149'NAIL IN THE NW FACE IN A POWER POLE, S10E 89.54' TO A SET NAIL IN THE
 AA5149'EAST FACE OF A POWER POLE. POINT IS LOCATED 4 FEET NORTH OF THE NORTH
 AA5149'EDGE ON PAVEMENT, IN SHOULDER OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0781 ***********************************************************************
 RL0781  DESIGNATION -  1052.5
 RL0781  PID         -  RL0781
 RL0781  STATE/COUNTY-  MI/ONTONAGON
 RL0781  USGS QUAD   -  
 RL0781
 RL0781                         *CURRENT SURVEY CONTROL
 RL0781  ___________________________________________________________________
 RL0781* NAD 83(1986)-  46 38 36.     (N)    089 03 38.     (W)     SCALED    
 RL0781* NAVD 88     -       320.838  (meters)    1052.62   (feet)  ADJUSTED  
 RL0781  ___________________________________________________________________
 RL0781  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 RL0781  DYNAMIC HT  -         320.854 (meters)    1052.67  (feet)  COMP
 RL0781  MODELED GRAV-     980,655.0   (mgal)                       NAVD 88
 RL0781
 RL0781  VERT ORDER  -  SECOND    CLASS 0
 RL0781
 RL0781.The horizontal coordinates were scaled from a topographic map and have
 RL0781.an estimated accuracy of +/- 6 seconds.
 RL0781
 RL0781.The orthometric height was determined by differential leveling
 RL0781.and adjusted by the National Geodetic Survey in June 1991..
 RL0781
 RL0781.The geoid height was determined by GEOID03.
 RL0781
 RL0781.The dynamic height is computed by dividing the NAVD 88
 RL0781.geopotential number by the normal gravity value computed on the
 RL0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0781.degrees latitude (g = 980.6199 gals.).
 RL0781
 RL0781.The modeled gravity was interpolated from observed gravity values.
 RL0781
 RL0781;                    North         East    Units  Estimated Accuracy
 RL0781;SPC MI N     -   208,780.    7,842,270.      MT  (+/- 180 meters Scaled)
 RL0781
 RL0781                          SUPERSEDED SURVEY CONTROL
 RL0781
 RL0781  NGVD 29 (??/??/92)  320.843  (m)         1052.63   (f) ADJ UNCH    2 0
 RL0781
 RL0781.Superseded values are not recommended for survey control.
 RL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0781.See file dsdata.txt to determine how the superseded data were derived.
 RL0781
 RL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS423675(NAD 83)
 RL0781_MARKER: S = SPIKE
 RL0781_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0781_SP_SET: MAPLE TREE
 RL0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0781
 RL0781  HISTORY     - Date     Condition        Report By
 RL0781  HISTORY     - UNK      MONUMENTED       USGS
 RL0781  HISTORY     - 1948     GOOD             NGS
 RL0781  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0781  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0781
 RL0781                          STATION DESCRIPTION
 RL0781
 RL0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0781'7.8 MI S FROM MASS.
 RL0781'ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 RL0781'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD STATION AT MASS, THENCE
 RL0781'ABOUT 7.45 MILES SOUTH ALONG A GRAVEL ROAD TO TROUT CREEK, AT
 RL0781'THE JUNCTION OF A ROAD WEST, A RAILROAD SPIKE IN THE EAST SIDE
 RL0781'OF A 5-INCH MAPLE TREE, 63 FEET WEST OF THE CENTER LINE OF THE
 RL0781'ROAD, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, ABOUT
 RL0781'LEVEL WITH THE ROAD AND 6 INCHES ABOVE GROUND.
 RL0781
 RL0781                          STATION RECOVERY (2001)
 RL0781
 RL0781'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0781'MARK NOT FOUND.
 RL0781
 RL0781                          STATION RECOVERY (2004)
 RL0781
 RL0781'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0145 ***********************************************************************
 OK0145  DESIGNATION -  106 1/2
 OK0145  PID         -  OK0145
 OK0145  STATE/COUNTY-  MI/CLINTON
 OK0145  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0145
 OK0145                         *CURRENT SURVEY CONTROL
 OK0145  ___________________________________________________________________
 OK0145* NAD 83(1986)-  43 00 12.     (N)    084 43 20.     (W)     SCALED    
 OK0145* NAVD 88     -       225.157  (meters)     738.70   (feet)  ADJUSTED  
 OK0145  ___________________________________________________________________
 OK0145  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 OK0145  DYNAMIC HT  -         225.104 (meters)     738.53  (feet)  COMP
 OK0145  MODELED GRAV-     980,381.6   (mgal)                       NAVD 88
 OK0145
 OK0145  VERT ORDER  -  SECOND    CLASS 0
 OK0145
 OK0145.The horizontal coordinates were scaled from a topographic map and have
 OK0145.an estimated accuracy of +/- 6 seconds.
 OK0145
 OK0145.The orthometric height was determined by differential leveling
 OK0145.and adjusted by the National Geodetic Survey in June 1991..
 OK0145
 OK0145.The geoid height was determined by GEOID03.
 OK0145
 OK0145.The dynamic height is computed by dividing the NAVD 88
 OK0145.geopotential number by the normal gravity value computed on the
 OK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0145.degrees latitude (g = 980.6199 gals.).
 OK0145
 OK0145.The modeled gravity was interpolated from observed gravity values.
 OK0145
 OK0145;                    North         East    Units  Estimated Accuracy
 OK0145;SPC MI S     -   167,050.    3,971,010.      MT  (+/- 180 meters Scaled)
 OK0145
 OK0145                          SUPERSEDED SURVEY CONTROL
 OK0145
 OK0145  NGVD 29 (??/??/92)  225.297  (m)          739.16   (f) ADJ UNCH    2 0
 OK0145
 OK0145.Superseded values are not recommended for survey control.
 OK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0145.See file dsdata.txt to determine how the superseded data were derived.
 OK0145
 OK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN856637(NAD 83)
 OK0145_MARKER: Z = SEE DESCRIPTION
 OK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0145_STAMPING: BM 106 1/2
 OK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0145+STABILITY: SURFACE MOTION
 OK0145
 OK0145  HISTORY     - Date     Condition        Report By
 OK0145  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0145  HISTORY     - 1934     GOOD             NGS
 OK0145  HISTORY     - 19940720 MARK NOT FOUND   LOCENG
 OK0145  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0145
 OK0145                          STATION DESCRIPTION
 OK0145
 OK0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0145'1 MI E FROM FOWLER.
 OK0145'1 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0145'STATION AT FOWLER, CLINTON COUNTY, 5 RAILS WEST OF A SWITCH
 OK0145'SIGNAL, 33.5 FEET NORTH OF THE NORTH RAIL, 1.8 FEET SOUTH OF A
 OK0145'FENCE, AND 2 FEET LOWER THEN THE TOP OF THE RAIL.  A BRONZE
 OK0145'PLUG, STAMPED BM 106 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0145
 OK0145                          STATION RECOVERY (1994)
 OK0145
 OK0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0145'MARK NOT FOUND.
 OK0145
 OK0145                          STATION RECOVERY (2001)
 OK0145
 OK0145'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0145'MONUMENT NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1274 ***********************************************************************
 RJ1274  DESIGNATION -  106 C7W 079
 RJ1274  PID         -  RJ1274
 RJ1274  STATE/COUNTY-  MI/CHIPPEWA
 RJ1274  USGS QUAD   -  MUNUSCONG (1976)
 RJ1274
 RJ1274                         *CURRENT SURVEY CONTROL
 RJ1274  ___________________________________________________________________
 RJ1274* NAD 83(1994)-  46 14 10.87778(N)    084 10 52.34740(W)     ADJUSTED  
 RJ1274* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 RJ1274  ___________________________________________________________________
 RJ1274  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 RJ1274  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 RJ1274
 RJ1274  HORZ ORDER  -  SECOND
 RJ1274
 RJ1274.The horizontal coordinates were established by classical geodetic methods
 RJ1274.and adjusted by the National Geodetic Survey in February 1997..
 RJ1274
 RJ1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1274
 RJ1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1274
 RJ1274.The geoid height was determined by GEOID03.
 RJ1274
 RJ1274;                    North         East     Units Scale Factor Converg.
 RJ1274;SPC MI N     -   165,359.474 8,217,354.506   MT  0.99990320   +2 02 14.6
 RJ1274;SPC MI N     -   542,517.96 26,959,824.49   iFT  0.99990320   +2 02 14.6
 RJ1274;UTM  16      - 5,124,171.125   717,330.717   MT  1.00018065   +2 02 11.5
 RJ1274
 RJ1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1274!SPC MI N     -   0.99997788  x   0.99990320  =   0.99988108
 RJ1274!UTM  16      -   0.99997788  x   1.00018065  =   1.00015852
 RJ1274
 RJ1274                          SUPERSEDED SURVEY CONTROL
 RJ1274
 RJ1274  NAD 83(1986)-  46 14 10.86914(N)    084 10 52.34410(W) AD(       ) 2
 RJ1274  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1274
 RJ1274.Superseded values are not recommended for survey control.
 RJ1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1274.See file dsdata.txt to determine how the superseded data were derived.
 RJ1274
 RJ1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1733124171(NAD 83)
 RJ1274_MARKER: DS = TRIANGULATION STATION DISK
 RJ1274_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1274+WITH SETTING: INFORMATION.
 RJ1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1274
 RJ1274  HISTORY     - Date     Condition        Report By
 RJ1274  HISTORY     - 1988     MONUMENTED       USE
 RJ1274
 RJ1274                          STATION DESCRIPTION
 RJ1274
 RJ1274'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1274'THE STATION IS LOCATED ABOUT 31.9 KM (19.8 MI) SOUTH-SOUTHEAST OF
 RJ1274'SAULT STE MARIE, 32.8 KM (20.4 MI) EAST OF RUDYARD, AND 34.3 KM (21.3
 RJ1274'MI)
 RJ1274'NORTHWEST OF DETOUR VILLAGE
 RJ1274'ALONG WEST NEEBISH CHANNEL NEAR KEMPS POINT IN GOVT LOT 4, SEC 4,
 RJ1274'T44N-R2E.
 RJ1274'OWNERSHIP---DETROIT CONFERENCE OF THE UNITED METHODIST CHURCH.
 RJ1274'
 RJ1274'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1274'4.4 KM (2.7 MI) ON 15 MILE ROAD
 RJ1274'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1274'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1274'DOWNRIVER FOR 10 MINUTES TO WEST SIDE OF RIVER WHERE STATION IS
 RJ1274'LOCATED.
 RJ1274'
 RJ1274'THE STATION IS A STANDARD COE DISK
 RJ1274'THAT IS STAMPED--C7W-079 1988---,
 RJ1274'SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM
 RJ1274'ROD THAT IS DRIVEN 24.7 METERS (81 FT) INTO THE GROUND, LOCATED
 RJ1274'6.7 METERS (22 FT) WEST OF WATER AND 17.4 METERS (57 FT) NORTH OF
 RJ1274'WATER.
 RJ1274'
 RJ1274'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5150 ***********************************************************************
 AA5150  DESIGNATION -  106 SHARON
 AA5150  PID         -  AA5150
 AA5150  STATE/COUNTY-  MI/WASHTENAW
 AA5150  USGS QUAD   -  MANCHESTER (1980)
 AA5150
 AA5150                         *CURRENT SURVEY CONTROL
 AA5150  ___________________________________________________________________
 AA5150* NAD 83(1994)-  42 11 28.89567(N)    084 01 55.28752(W)     ADJUSTED  
 AA5150* NAVD 88     -       306.3    (meters)    1005.     (feet)  GPS OBS   
 AA5150  ___________________________________________________________________
 AA5150  X           -     492,097.182 (meters)                     COMP
 AA5150  Y           -  -4,707,299.753 (meters)                     COMP
 AA5150  Z           -   4,261,558.541 (meters)                     COMP
 AA5150  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AA5150  ELLIP HEIGHT-         272.03  (meters)          (07/12/02) GPS OBS
 AA5150  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AA5150
 AA5150  HORZ ORDER  -  FIRST
 AA5150  ELLP ORDER  -  FOURTH    CLASS I
 AA5150
 AA5150.The horizontal coordinates were established by GPS observations
 AA5150.and adjusted by the National Geodetic Survey in February 1997..
 AA5150
 AA5150.The orthometric height was determined by GPS observations and a
 AA5150.high-resolution geoid model.
 AA5150
 AA5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5150
 AA5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5150
 AA5150.The ellipsoidal height was determined by GPS observations
 AA5150.and is referenced to NAD 83.
 AA5150
 AA5150.The geoid height was determined by GEOID03.
 AA5150
 AA5150;                    North         East     Units Scale Factor Converg.
 AA5150;SPC MI S     -    76,850.303 4,027,641.515   MT  0.99997962   +0 13 39.8
 AA5150;SPC MI S     -   252,133.54 13,214,046.97   iFT  0.99997962   +0 13 39.8
 AA5150;UTM  16      - 4,675,288.121   745,073.782   MT  1.00033908   +1 59 39.5
 AA5150;UTM  17      - 4,675,474.288   249,637.065   MT  1.00037133   -2 02 14.6
 AA5150
 AA5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5150!SPC MI S     -   0.99995734  x   0.99997962  =   0.99993696
 AA5150!UTM  16      -   0.99995734  x   1.00033908  =   1.00029640
 AA5150!UTM  17      -   0.99995734  x   1.00037133  =   1.00032865
 AA5150
 AA5150                          SUPERSEDED SURVEY CONTROL
 AA5150
 AA5150  ELLIP H (02/03/97)  272.06   (m)                       GP(       ) 4 1
 AA5150  NAD 83(1986)-  42 11 28.90034(N)    084 01 55.31134(W) AD(       ) 1
 AA5150
 AA5150.Superseded values are not recommended for survey control.
 AA5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5150.See file dsdata.txt to determine how the superseded data were derived.
 AA5150
 AA5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4507475288(NAD 83)
 AA5150_MARKER: DD = SURVEY DISK
 AA5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5150_STAMPING: 106
 AA5150_MARK LOGO: MI-161
 AA5150_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5150+STABILITY: SURFACE MOTION
 AA5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5150+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA5150
 AA5150  HISTORY     - Date     Condition        Report By
 AA5150  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5150  HISTORY     - 20050517 GOOD             INDIV
 AA5150
 AA5150                          STATION DESCRIPTION
 AA5150
 AA5150'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5150'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5150'NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 3 EAST,
 AA5150'SHARON TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF I-94
 AA5150'AND M-52, AT THE SOUTH EDGE OF THE VILLAGE OF CHELSEA, PROCEED SOUTH
 AA5150'ON M-52 FOR 7.0 MI (11.3 KM) TO THE INTERSECTION WITH PLEASANT LAKE
 AA5150'ROAD, AND THE STATION IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 AA5150'THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5150'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY
 AA5150'REMONUMENTATION GEODETIC CONTROL 106". THE DISK IS LOCATED 120.26 FT
 AA5150'(36.66 M) N85W OF THE CENTER OF A CATCH BASIN ON THE WEST SIDE OF
 AA5150'M-52, 144.44 FT (44.03 M) N75W OF A NAIL IN THE SOUTH SIDE OF A POWER
 AA5150'POLE, 58.5 FT (17.8 M) N55W OF A NAIL IN THE SOUTH SIDE OF A POLE, AND
 AA5150'120.19 FT (36.63 M) N45W OF A MONUMENT BOX LOCATED AT THE ABOVE
 AA5150'INTERSECTION.
 AA5150
 AA5150                          STATION RECOVERY (2005)
 AA5150
 AA5150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0835 ***********************************************************************
 RL0835  DESIGNATION -  1063.4
 RL0835  PID         -  RL0835
 RL0835  STATE/COUNTY-  MI/ONTONAGON
 RL0835  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0835
 RL0835                         *CURRENT SURVEY CONTROL
 RL0835  ___________________________________________________________________
 RL0835* NAD 83(1986)-  46 39 11.     (N)    089 23 06.     (W)     SCALED    
 RL0835* NAVD 88     -       324.182  (meters)    1063.59   (feet)  ADJUSTED  
 RL0835  ___________________________________________________________________
 RL0835  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RL0835  DYNAMIC HT  -         324.206 (meters)    1063.67  (feet)  COMP
 RL0835  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 RL0835
 RL0835  VERT ORDER  -  SECOND    CLASS 0
 RL0835
 RL0835.The horizontal coordinates were scaled from a topographic map and have
 RL0835.an estimated accuracy of +/- 6 seconds.
 RL0835
 RL0835.The orthometric height was determined by differential leveling
 RL0835.and adjusted by the National Geodetic Survey in June 1991..
 RL0835
 RL0835.The geoid height was determined by GEOID03.
 RL0835
 RL0835.The dynamic height is computed by dividing the NAVD 88
 RL0835.geopotential number by the normal gravity value computed on the
 RL0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0835.degrees latitude (g = 980.6199 gals.).
 RL0835
 RL0835.The modeled gravity was interpolated from observed gravity values.
 RL0835
 RL0835;                    North         East    Units  Estimated Accuracy
 RL0835;SPC MI N     -   210,560.    7,817,480.      MT  (+/- 180 meters Scaled)
 RL0835
 RL0835                          SUPERSEDED SURVEY CONTROL
 RL0835
 RL0835  NGVD 29 (??/??/92)  324.181  (m)         1063.58   (f) ADJ UNCH    2 0
 RL0835
 RL0835.Superseded values are not recommended for survey control.
 RL0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0835.See file dsdata.txt to determine how the superseded data were derived.
 RL0835
 RL0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS175693(NAD 83)
 RL0835_MARKER: N = NAIL
 RL0835_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0835_SP_SET: BRIDGE PILING
 RL0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0835
 RL0835  HISTORY     - Date     Condition        Report By
 RL0835  HISTORY     - UNK      MONUMENTED       USGS
 RL0835  HISTORY     - 1948     GOOD             NGS
 RL0835  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0835  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0835  HISTORY     - 20040504 MARK NOT FOUND   GEOCAC
 RL0835
 RL0835                          STATION DESCRIPTION
 RL0835
 RL0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0835'7.2 MI N FROM MATCHWOOD.
 RL0835'ABOUT 7.25 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0835'OF STATE HIGHWAY 28 AT MATCHWOOD, A NAIL AND WASHER SET IN THE
 RL0835'TOP OF THE SOUTHEAST PILING OF A 60-FOOT WOODEN BRIDGE OVER
 RL0835'WEST BRANCH OF ONTONAGON RIVER, 17 FEET EAST OF AND ABOUT LEVEL
 RL0835'WITH THE CENTER LINE OF THE ROAD.
 RL0835
 RL0835                          STATION RECOVERY (1996)
 RL0835
 RL0835'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0835'MARK NOT FOUND.
 RL0835
 RL0835                          STATION RECOVERY (2001)
 RL0835
 RL0835'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0835'MARK NOT FOUND.
 RL0835
 RL0835                          STATION RECOVERY (2004)
 RL0835
 RL0835'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0835'THERE IS A NEW BRIDGE AT THE SITE LOCATION.  MARK ASSUMED DESTROYED.
 RL0835' 
 RL0835'MATCHWOOD ROAD IS NOW CALLED NORWICH ROAD. THERE HAS BEEN ROAD
 RL0835'CONSTRUCTION ALONG THIS ENTIRE ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0869 ***********************************************************************
 RL0869  DESIGNATION -  1065.1
 RL0869  PID         -  RL0869
 RL0869  STATE/COUNTY-  MI/ONTONAGON
 RL0869  USGS QUAD   -  OAK BLUFF (1982)
 RL0869
 RL0869                         *CURRENT SURVEY CONTROL
 RL0869  ___________________________________________________________________
 RL0869* NAD 83(1986)-  46 41 45.     (N)    089 17 27.     (W)     SCALED    
 RL0869* NAVD 88     -       324.724  (meters)    1065.37   (feet)  ADJUSTED  
 RL0869  ___________________________________________________________________
 RL0869  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 RL0869  DYNAMIC HT  -         324.754 (meters)    1065.46  (feet)  COMP
 RL0869  MODELED GRAV-     980,698.2   (mgal)                       NAVD 88
 RL0869
 RL0869  VERT ORDER  -  SECOND    CLASS 0
 RL0869
 RL0869.The horizontal coordinates were scaled from a topographic map and have
 RL0869.an estimated accuracy of +/- 6 seconds.
 RL0869
 RL0869.The orthometric height was determined by differential leveling
 RL0869.and adjusted by the National Geodetic Survey in June 1991..
 RL0869
 RL0869.The geoid height was determined by GEOID03.
 RL0869
 RL0869.The dynamic height is computed by dividing the NAVD 88
 RL0869.geopotential number by the normal gravity value computed on the
 RL0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0869.degrees latitude (g = 980.6199 gals.).
 RL0869
 RL0869.The modeled gravity was interpolated from observed gravity values.
 RL0869
 RL0869;                    North         East    Units  Estimated Accuracy
 RL0869;SPC MI N     -   215,100.    7,824,820.      MT  (+/- 180 meters Scaled)
 RL0869
 RL0869                          SUPERSEDED SURVEY CONTROL
 RL0869
 RL0869  NGVD 29 (??/??/92)  324.734  (m)         1065.40   (f) ADJ UNCH    2 0
 RL0869
 RL0869.Superseded values are not recommended for survey control.
 RL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0869.See file dsdata.txt to determine how the superseded data were derived.
 RL0869
 RL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS248739(NAD 83)
 RL0869_MARKER: S = SPIKE
 RL0869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0869_SP_SET: ELM TREE
 RL0869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0869
 RL0869  HISTORY     - Date     Condition        Report By
 RL0869  HISTORY     - UNK      MONUMENTED       USGS
 RL0869  HISTORY     - 1948     GOOD             NGS
 RL0869  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0869
 RL0869                          STATION DESCRIPTION
 RL0869
 RL0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0869'7.2 MI SW FROM ROCKLAND.
 RL0869'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL
 RL0869'IN ROCKLAND, THENCE 7.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0869'0.45 MILE WEST OF THE JUNCTION OF A ROAD SOUTH, ON A LONG
 RL0869'EAST-WEST TANGENT IN THE ROAD, 209 FEET SOUTHEAST AND ACROSS
 RL0869'THE ROAD FROM BENCH MARK G 137, 17 FEET SOUTH OF THE CENTER
 RL0869'LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE ROAD.  A RAILROAD SPIKE
 RL0869'IN A ROOT ON THE NORTH SIDE OF A 6-INCH ELM TREE.
 RL0869
 RL0869                          STATION RECOVERY (2001)
 RL0869
 RL0869'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0147 ***********************************************************************
 OK0147  DESIGNATION -  107 1/2
 OK0147  PID         -  OK0147
 OK0147  STATE/COUNTY-  MI/CLINTON
 OK0147  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0147
 OK0147                         *CURRENT SURVEY CONTROL
 OK0147  ___________________________________________________________________
 OK0147* NAD 83(1986)-  43 00 11.     (N)    084 44 31.     (W)     SCALED    
 OK0147* NAVD 88     -       226.951  (meters)     744.59   (feet)  ADJUSTED  
 OK0147  ___________________________________________________________________
 OK0147  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 OK0147  DYNAMIC HT  -         226.898 (meters)     744.41  (feet)  COMP
 OK0147  MODELED GRAV-     980,380.6   (mgal)                       NAVD 88
 OK0147
 OK0147  VERT ORDER  -  SECOND    CLASS 0
 OK0147
 OK0147.The horizontal coordinates were scaled from a topographic map and have
 OK0147.an estimated accuracy of +/- 6 seconds.
 OK0147
 OK0147.The orthometric height was determined by differential leveling
 OK0147.and adjusted by the National Geodetic Survey in June 1991..
 OK0147
 OK0147.The geoid height was determined by GEOID03.
 OK0147
 OK0147.The dynamic height is computed by dividing the NAVD 88
 OK0147.geopotential number by the normal gravity value computed on the
 OK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0147.degrees latitude (g = 980.6199 gals.).
 OK0147
 OK0147.The modeled gravity was interpolated from observed gravity values.
 OK0147
 OK0147;                    North         East    Units  Estimated Accuracy
 OK0147;SPC MI S     -   167,020.    3,969,400.      MT  (+/- 180 meters Scaled)
 OK0147
 OK0147                          SUPERSEDED SURVEY CONTROL
 OK0147
 OK0147  NGVD 29 (??/??/92)  227.090  (m)          745.04   (f) ADJ UNCH    2 0
 OK0147
 OK0147.Superseded values are not recommended for survey control.
 OK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0147.See file dsdata.txt to determine how the superseded data were derived.
 OK0147
 OK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN840636(NAD 83)
 OK0147_MARKER: Z = SEE DESCRIPTION
 OK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0147_STAMPING: BM 107 1/2
 OK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0147+STABILITY: SURFACE MOTION
 OK0147
 OK0147  HISTORY     - Date     Condition        Report By
 OK0147  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0147  HISTORY     - 1934     GOOD             NGS
 OK0147  HISTORY     - 19940720 MARK NOT FOUND   LOCENG
 OK0147
 OK0147                          STATION DESCRIPTION
 OK0147
 OK0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0147'AT FOWLER.
 OK0147'AT FOWLER, CLINTON COUNTY, 80 YARDS WEST OF THE WEST END OF THE
 OK0147'GRAND TRUNK RAILWAY STATION, 17 YARDS SOUTH OF A ROAD PARALLELING
 OK0147'THE TRACK, AND 22 FEET SOUTH OF THE SOUTH RAIL.  A BRONZE PLUG,
 OK0147'STAMPED BM 107 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0147
 OK0147                          STATION RECOVERY (1994)
 OK0147
 OK0147'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1275 ***********************************************************************
 RJ1275  DESIGNATION -  107 C6W 128
 RJ1275  PID         -  RJ1275
 RJ1275  STATE/COUNTY-  MI/CHIPPEWA
 RJ1275  USGS QUAD   -  OAK RIDGE (1976)
 RJ1275
 RJ1275                         *CURRENT SURVEY CONTROL
 RJ1275  ___________________________________________________________________
 RJ1275* NAD 83(1994)-  46 15 45.84224(N)    084 10 54.41402(W)     ADJUSTED  
 RJ1275* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 RJ1275  ___________________________________________________________________
 RJ1275  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 RJ1275  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ1275
 RJ1275  HORZ ORDER  -  SECOND
 RJ1275
 RJ1275.The horizontal coordinates were established by classical geodetic methods
 RJ1275.and adjusted by the National Geodetic Survey in February 1997..
 RJ1275
 RJ1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1275
 RJ1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1275
 RJ1275.The geoid height was determined by GEOID03.
 RJ1275
 RJ1275;                    North         East     Units Scale Factor Converg.
 RJ1275;SPC MI N     -   168,287.955 8,217,206.046   MT  0.99990291   +2 02 13.1
 RJ1275;SPC MI N     -   552,125.84 26,959,337.42   iFT  0.99990291   +2 02 13.1
 RJ1275;UTM  16      - 5,127,100.419   717,182.238   MT  1.00017986   +2 02 13.2
 RJ1275
 RJ1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1275!SPC MI N     -   0.99997776  x   0.99990291  =   0.99988067
 RJ1275!UTM  16      -   0.99997776  x   1.00017986  =   1.00015762
 RJ1275
 RJ1275                          SUPERSEDED SURVEY CONTROL
 RJ1275
 RJ1275  NAD 83(1986)-  46 15 45.83361(N)    084 10 54.41060(W) AD(       ) 2
 RJ1275  NGVD 29 (05/22/90)  178.4    (m)          585.     (f) VERT ANG       
 RJ1275
 RJ1275.Superseded values are not recommended for survey control.
 RJ1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1275.See file dsdata.txt to determine how the superseded data were derived.
 RJ1275
 RJ1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1718227100(NAD 83)
 RJ1275_MARKER: DS = TRIANGULATION STATION DISK
 RJ1275_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1275+WITH SETTING: INFORMATION.
 RJ1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1275
 RJ1275  HISTORY     - Date     Condition        Report By
 RJ1275  HISTORY     - 1988     MONUMENTED       USE
 RJ1275
 RJ1275                          STATION DESCRIPTION
 RJ1275
 RJ1275'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1275'THE STATION IS LOCATED ABOUT 28.8 KM (17.9 MI) SOUTH-SOUTHEAST OF
 RJ1275'SAULT STE MARIE, 32.7 KM (20.3 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1275'36.9 KM (22.9 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1275'ON THE WEST SIDE OF NEEBISH ISLAND IN GOVT LOT 6, SEC 28, T45N-R2E.
 RJ1275'OWNERSHIP---VERNON AND MARY LAITINEN
 RJ1275'
 RJ1275'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1275'4.3 KM (2.7 MI) ON 15 MILE ROAD
 RJ1275'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1275'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT.
 RJ1275'TRAVEL BY BOAT UPRIVER FOR 10 MINUTES TO THE WEST SHORE OF NEEBISH
 RJ1275'NEEBISH ISLAND WHERE THE STATION IS
 RJ1275'LOCATED.
 RJ1275'
 RJ1275'THE STATION IS A STANDARD COE DISK
 RJ1275'THAT IS STAMPED---C6W-128 1988---, SET INTO A
 RJ1275'PVC SLEEVE AND
 RJ1275'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN 3.5 METERS (11.5 FT) INTO
 RJ1275'THE GROUND, LOCATED 18.3 METERS (60 FT) SOUTH OF PROPERTY CORNER, AND
 RJ1275'6.7 METERS (22 FT) EAST OF WATER.
 RJ1275'
 RJ1275'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5151 ***********************************************************************
 AA5151  DESIGNATION -  107 FREEDOM
 AA5151  PID         -  AA5151
 AA5151  STATE/COUNTY-  MI/WASHTENAW
 AA5151  USGS QUAD   -  BRIDGEWATER (1975)
 AA5151
 AA5151                         *CURRENT SURVEY CONTROL
 AA5151  ___________________________________________________________________
 AA5151* NAD 83(1994)-  42 12 11.57460(N)    083 55 39.96427(W)     ADJUSTED  
 AA5151* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 AA5151  ___________________________________________________________________
 AA5151  X           -     500,567.615 (meters)                     COMP
 AA5151  Y           -  -4,705,510.666 (meters)                     COMP
 AA5151  Z           -   4,262,528.422 (meters)                     COMP
 AA5151  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AA5151  ELLIP HEIGHT-         263.50  (meters)          (07/12/02) GPS OBS
 AA5151  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AA5151
 AA5151  HORZ ORDER  -  FIRST
 AA5151  ELLP ORDER  -  FOURTH    CLASS I
 AA5151
 AA5151.The horizontal coordinates were established by GPS observations
 AA5151.and adjusted by the National Geodetic Survey in February 1997..
 AA5151
 AA5151.The orthometric height was determined by GPS observations and a
 AA5151.high-resolution geoid model.
 AA5151
 AA5151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5151
 AA5151.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5151
 AA5151.The ellipsoidal height was determined by GPS observations
 AA5151.and is referenced to NAD 83.
 AA5151
 AA5151.The geoid height was determined by GEOID03.
 AA5151
 AA5151;                    North         East     Units Scale Factor Converg.
 AA5151;SPC MI S     -    78,206.665 4,036,246.183   MT  0.99997716   +0 17 55.3
 AA5151;SPC MI S     -   256,583.55 13,242,277.50   iFT  0.99997716   +0 17 55.3
 AA5151;UTM  17      - 4,676,489.778   258,291.801   MT  1.00031891   -1 58 03.8
 AA5151;UTM  16      - 4,676,909.701   753,635.863   MT  1.00039163   +2 03 53.7
 AA5151
 AA5151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5151!SPC MI S     -   0.99995867  x   0.99997716  =   0.99993584
 AA5151!UTM  17      -   0.99995867  x   1.00031891  =   1.00027757
 AA5151!UTM  16      -   0.99995867  x   1.00039163  =   1.00035029
 AA5151
 AA5151                          SUPERSEDED SURVEY CONTROL
 AA5151
 AA5151  ELLIP H (02/03/97)  263.53   (m)                       GP(       ) 4 1
 AA5151  NAD 83(1986)-  42 12 11.57964(N)    083 55 39.98840(W) AD(       ) 1
 AA5151
 AA5151.Superseded values are not recommended for survey control.
 AA5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5151.See file dsdata.txt to determine how the superseded data were derived.
 AA5151
 AA5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5829276490(NAD 83)
 AA5151_MARKER: DD = SURVEY DISK
 AA5151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5151_STAMPING: 107
 AA5151_MARK LOGO: MI-161
 AA5151_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5151+STABILITY: SURFACE MOTION
 AA5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5151+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA5151
 AA5151  HISTORY     - Date     Condition        Report By
 AA5151  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5151  HISTORY     - 20010619 GOOD             LOCENG
 AA5151  HISTORY     - 20050517 GOOD             INDIV
 AA5151
 AA5151                          STATION DESCRIPTION
 AA5151
 AA5151'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5151'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN, IN THE
 AA5151'SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 4 EAST,
 AA5151'FREEDOM TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF I-94
 AA5151'AND M-52, SOUTH OF THE VILLAGE OF CHELSEA, PROCEED SOUTH ON M-52 FOR
 AA5151'7.0 MI (11.3 KM) TO THE INTERSECTION WITH PLEASANT LAKE ROAD. TURN
 AA5151'LEFT AND PROCEED EAST ON PLEASANT LAKE ROAD FOR 5.3 MI (8.5 KM) TO THE
 AA5151'INTERSECTION WITH SCHNEIDER ROAD. CONTINUE EAST ON PLEASANT LAKE ROAD
 AA5151'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, ON THE EAST ENTRANCE
 AA5151'TO AN ABANDONED GRAVEL PIT. THE STATION IS AN ALUMINUM SURVEY DISK,
 AA5151'SET IN TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED
 AA5151'"WASHTENAW COUNTY REMONUMENTATION GEODETIC CONTROL 107". THE DISK IS
 AA5151'LOCATED 2.30 FT (0.70 M) S00E OF A PK-NAIL SET IN A 4"X6" FENCE POST,
 AA5151'16.6 FT (5.1 M) N00E OF THE SOUTH EDGE OF THE PAVEMENT OF PLEASANT
 AA5151'LAKE ROAD, 57.64 FT (17.57 M) S85W OF A PK-NAIL SET IN THE NORTH SIDE
 AA5151'OF A POWER POLE, AND 104.95 FT (31.99 M) N59E OF A PK-NAIL SET IN THE
 AA5151'SOUTHEAST SIDE OF A 10 INCH OAK TREE.
 AA5151
 AA5151                          STATION RECOVERY (2001)
 AA5151
 AA5151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5151'BEARINGS OF WITNESSES LISTED IN ORIGINAL STATION DESCRIPTION ARE ALL
 AA5151'REVERSED.
 AA5151
 AA5151                          STATION RECOVERY (2005)
 AA5151
 AA5151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0148 ***********************************************************************
 OK0148  DESIGNATION -  108 1/2
 OK0148  PID         -  OK0148
 OK0148  STATE/COUNTY-  MI/CLINTON
 OK0148  USGS QUAD   -  HUBBARDSTON (1967)
 OK0148
 OK0148                         *CURRENT SURVEY CONTROL
 OK0148  ___________________________________________________________________
 OK0148* NAD 83(1986)-  43 00 11.     (N)    084 45 42.     (W)     SCALED    
 OK0148* NAVD 88     -       230.992  (meters)     757.85   (feet)  ADJUSTED  
 OK0148  ___________________________________________________________________
 OK0148  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 OK0148  DYNAMIC HT  -         230.937 (meters)     757.67  (feet)  COMP
 OK0148  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 OK0148
 OK0148  VERT ORDER  -  SECOND    CLASS 0
 OK0148
 OK0148.The horizontal coordinates were scaled from a topographic map and have
 OK0148.an estimated accuracy of +/- 6 seconds.
 OK0148
 OK0148.The orthometric height was determined by differential leveling
 OK0148.and adjusted by the National Geodetic Survey in June 1991..
 OK0148
 OK0148.The geoid height was determined by GEOID03.
 OK0148
 OK0148.The dynamic height is computed by dividing the NAVD 88
 OK0148.geopotential number by the normal gravity value computed on the
 OK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0148.degrees latitude (g = 980.6199 gals.).
 OK0148
 OK0148.The modeled gravity was interpolated from observed gravity values.
 OK0148
 OK0148;                    North         East    Units  Estimated Accuracy
 OK0148;SPC MI S     -   167,030.    3,967,800.      MT  (+/- 180 meters Scaled)
 OK0148
 OK0148                          SUPERSEDED SURVEY CONTROL
 OK0148
 OK0148  NGVD 29 (??/??/92)  231.130  (m)          758.30   (f) ADJ UNCH    2 0
 OK0148
 OK0148.Superseded values are not recommended for survey control.
 OK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0148.See file dsdata.txt to determine how the superseded data were derived.
 OK0148
 OK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN824635(NAD 83)
 OK0148_MARKER: Z = SEE DESCRIPTION
 OK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0148_STAMPING: BM 108 1/2
 OK0148_MARK LOGO: CGS   
 OK0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0148+STABILITY: SURFACE MOTION
 OK0148
 OK0148  HISTORY     - Date     Condition        Report By
 OK0148  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0148  HISTORY     - 1934     GOOD             NGS
 OK0148  HISTORY     - 19940902 GOOD             LOCENG
 OK0148
 OK0148                          STATION DESCRIPTION
 OK0148
 OK0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0148'1.1 MI W FROM FOWLER.
 OK0148'1.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0148'STATION AT FOWLER, CLINTON COUNTY, 26.5 FEET NORTH OF THE NORTH
 OK0148'RAIL, 1.6 FEET SOUTH OF A FENCE, AND 1.5 FEET LOWER THAN THE TOP
 OK0148'OF THE RAIL.  A BRONZE PLUG, STAMPED BM 108 1/2 AND SET IN THE
 OK0148'TOP OF A CONCRETE POST.
 OK0148
 OK0148                          STATION RECOVERY (1994)
 OK0148
 OK0148'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0148'FOUND MARKER 628.0 FT (191.4 M) WEST OF TALLMAN ROAD, 46.0 FT (14.0 M)
 OK0148'NORTH OF NORTH RAIL, 2.6 FT (0.8 M) OF MARKER EXPOSED.  PLACED
 OK0148'CARSONITE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1276 ***********************************************************************
 RJ1276  DESIGNATION -  108 C7W 061
 RJ1276  PID         -  RJ1276
 RJ1276  STATE/COUNTY-  MI/CHIPPEWA
 RJ1276  USGS QUAD   -  MUNUSCONG (1976)
 RJ1276
 RJ1276                         *CURRENT SURVEY CONTROL
 RJ1276  ___________________________________________________________________
 RJ1276* NAD 83(1994)-  46 14 26.46357(N)    084 10 52.74938(W)     ADJUSTED  
 RJ1276* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 RJ1276  ___________________________________________________________________
 RJ1276  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 RJ1276  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1276
 RJ1276  HORZ ORDER  -  SECOND
 RJ1276
 RJ1276.The horizontal coordinates were established by classical geodetic methods
 RJ1276.and adjusted by the National Geodetic Survey in February 1997..
 RJ1276
 RJ1276.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1276
 RJ1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1276
 RJ1276.The geoid height was determined by GEOID03.
 RJ1276
 RJ1276;                    North         East     Units Scale Factor Converg.
 RJ1276;SPC MI N     -   165,840.055 8,217,328.793   MT  0.99990314   +2 02 14.3
 RJ1276;SPC MI N     -   544,094.67 26,959,740.13   iFT  0.99990314   +2 02 14.3
 RJ1276;UTM  16      - 5,124,651.839   717,305.004   MT  1.00018051   +2 02 11.7
 RJ1276
 RJ1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1276!SPC MI N     -   0.99997786  x   0.99990314  =   0.99988100
 RJ1276!UTM  16      -   0.99997786  x   1.00018051  =   1.00015836
 RJ1276
 RJ1276                          SUPERSEDED SURVEY CONTROL
 RJ1276
 RJ1276  NAD 83(1986)-  46 14 26.45493(N)    084 10 52.74607(W) AD(       ) 2
 RJ1276  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ1276
 RJ1276.Superseded values are not recommended for survey control.
 RJ1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1276.See file dsdata.txt to determine how the superseded data were derived.
 RJ1276
 RJ1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1730524652(NAD 83)
 RJ1276_MARKER: DS = TRIANGULATION STATION DISK
 RJ1276_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1276+WITH SETTING: INFORMATION.
 RJ1276_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1276
 RJ1276  HISTORY     - Date     Condition        Report By
 RJ1276  HISTORY     - 1988     MONUMENTED       USE
 RJ1276
 RJ1276                          STATION DESCRIPTION
 RJ1276
 RJ1276'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1276'THE STATION IS LOCATED ABOUT 31.4 KM (19.5 MI) SOUTH-SOUTHEAST OF
 RJ1276'SAULT STE MARIE, 32.8 KM (20.4 MI) EAST OF RUDYARD, AND 34.8 KM
 RJ1276'NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 2, SEC 4, T44N-R2E.
 RJ1276'OWNERSHIP---DETROIT CONFERENCE OF THE UNITED METHODIST CHURCH
 RJ1276'
 RJ1276'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1276'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1276'TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1276'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1276'BY BOAT DOWNRIVER FOR 5 MINUTES
 RJ1276'TO WEST SIDE OF CHANNEL WHERE STATION IS LOCATED.
 RJ1276'
 RJ1276'THE STATION IS A STANDARD COE DISK
 RJ1276'THAT IS STAMPED---C7W-061 1988---, SET INTO A
 RJ1276'PVC SLEEVE AND
 RJ1276'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 10.9
 RJ1276'METERS (35.7 FT) NORTHWEST OF TRIPOD WITH WHITE BOARDS.
 RJ1276'
 RJ1276'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5152 ***********************************************************************
 AA5152  DESIGNATION -  108 SYLVAN
 AA5152  PID         -  AA5152
 AA5152  STATE/COUNTY-  MI/WASHTENAW
 AA5152  USGS QUAD   -  CHELSEA (1973)
 AA5152
 AA5152                         *CURRENT SURVEY CONTROL
 AA5152  ___________________________________________________________________
 AA5152* NAD 83(1994)-  42 17 47.73137(N)    084 05 37.74855(W)     ADJUSTED  
 AA5152* NAVD 88     -       310.2    (meters)    1018.     (feet)  GPS OBS   
 AA5152  ___________________________________________________________________
 AA5152  X           -     486,211.642 (meters)                     COMP
 AA5152  Y           -  -4,700,013.942 (meters)                     COMP
 AA5152  Z           -   4,270,215.037 (meters)                     COMP
 AA5152  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 AA5152  ELLIP HEIGHT-         276.35  (meters)          (07/12/02) GPS OBS
 AA5152  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AA5152
 AA5152  HORZ ORDER  -  FIRST
 AA5152  ELLP ORDER  -  FOURTH    CLASS I
 AA5152
 AA5152.The horizontal coordinates were established by GPS observations
 AA5152.and adjusted by the National Geodetic Survey in February 1997..
 AA5152
 AA5152.The orthometric height was determined by GPS observations and a
 AA5152.high-resolution geoid model.
 AA5152
 AA5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5152
 AA5152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5152
 AA5152.The ellipsoidal height was determined by GPS observations
 AA5152.and is referenced to NAD 83.
 AA5152
 AA5152.The geoid height was determined by GEOID03.
 AA5152
 AA5152;                    North         East     Units Scale Factor Converg.
 AA5152;SPC MI S     -    88,520.444 4,022,499.400   MT  0.99995925   +0 11 08.5
 AA5152;SPC MI S     -   290,421.40 13,197,176.51   iFT  0.99995925   +0 11 08.5
 AA5152;UTM  16      - 4,686,798.049   739,571.955   MT  1.00030625   +1 57 24.1
 AA5152
 AA5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5152!SPC MI S     -   0.99995666  x   0.99995925  =   0.99991591
 AA5152!UTM  16      -   0.99995666  x   1.00030625  =   1.00026290
 AA5152
 AA5152                          SUPERSEDED SURVEY CONTROL
 AA5152
 AA5152  ELLIP H (02/03/97)  276.38   (m)                       GP(       ) 4 1
 AA5152  NAD 83(1986)-  42 17 47.73545(N)    084 05 37.77228(W) AD(       ) 1
 AA5152
 AA5152.Superseded values are not recommended for survey control.
 AA5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5152.See file dsdata.txt to determine how the superseded data were derived.
 AA5152
 AA5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3957286798(NAD 83)
 AA5152_MARKER: DD = SURVEY DISK
 AA5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5152_STAMPING: 108
 AA5152_MARK LOGO: MI-161
 AA5152_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5152+STABILITY: SURFACE MOTION
 AA5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5152+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 AA5152
 AA5152  HISTORY     - Date     Condition        Report By
 AA5152  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5152  HISTORY     - 20000913 GOOD             TETR
 AA5152
 AA5152                          STATION DESCRIPTION
 AA5152
 AA5152'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5152'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5152'APPROXIMATELY 3.5 MI (5.6 KM) WEST OF THE VILLAGE OF CHELSEA, IN THE
 AA5152'SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 3 EAST,
 AA5152'SYLVAN TOWNSHIP. TO REACH THE STATION FROM THE VILLAGE OF CHELSEA,
 AA5152'PROCEED WEST ON I-94 FOR APPROXIMATELY 3.5 MI (5.6 KM) TO THE KALBACH
 AA5152'ROAD EXIT. EXIT THE INTERSTATE TO THE STOP SIGN AT KALBACH ROAD. TURN
 AA5152'LEFT AND PROCEED SOUTH OVER I-94 TO THE STATION ON THE LEFT,
 AA5152'APPROXIMATELY 40 FT (12.2 M) SOUTH OF THE SOUTH END OF A GUARD RAIL
 AA5152'PROTECTING THE OVERPASS BRIDGE. THE STATION IS AN ALUMINUM SURVEY
 AA5152'DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED
 AA5152'"WASHTENAW COUNTY REMONUMENTATION GEODETIC CONTROL 108". THE DISK IS
 AA5152'LOCATED 184.89 FT (56.35 M) S04E OF A PK-NAIL SET IN THE WEST SIDE OF
 AA5152'A 4"X4" WOODEN SIGN POST, 39.17 N00E OF A PK-NAIL SET IN TOP OF A
 AA5152'4"X6" GUARD RAIL POST, 71.65 FT (21.84 M) N30W OF A PK-NAIL SET IN TOP
 AA5152'OF A 4"X6" GUARD RAIL POST, AND 7.6 FT (2.3 M) N90W OF THE EAST EDGE
 AA5152'OF THE PAVEMENT OF KALMBACH ROAD.
 AA5152
 AA5152                          STATION RECOVERY (2000)
 AA5152
 AA5152'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 AA5152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0150 ***********************************************************************
 OK0150  DESIGNATION -  109 1/2
 OK0150  PID         -  OK0150
 OK0150  STATE/COUNTY-  MI/CLINTON
 OK0150  USGS QUAD   -  HUBBARDSTON (1967)
 OK0150
 OK0150                         *CURRENT SURVEY CONTROL
 OK0150  ___________________________________________________________________
 OK0150* NAD 83(1986)-  43 00 10.     (N)    084 46 52.     (W)     SCALED    
 OK0150* NAVD 88     -       227.491  (meters)     746.36   (feet)  ADJUSTED  
 OK0150  ___________________________________________________________________
 OK0150  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 OK0150  DYNAMIC HT  -         227.438 (meters)     746.19  (feet)  COMP
 OK0150  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 OK0150
 OK0150  VERT ORDER  -  SECOND    CLASS 0
 OK0150
 OK0150.The horizontal coordinates were scaled from a topographic map and have
 OK0150.an estimated accuracy of +/- 6 seconds.
 OK0150
 OK0150.The orthometric height was determined by differential leveling
 OK0150.and adjusted by the National Geodetic Survey in June 1991..
 OK0150
 OK0150.The geoid height was determined by GEOID03.
 OK0150
 OK0150.The dynamic height is computed by dividing the NAVD 88
 OK0150.geopotential number by the normal gravity value computed on the
 OK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0150.degrees latitude (g = 980.6199 gals.).
 OK0150
 OK0150.The modeled gravity was interpolated from observed gravity values.
 OK0150
 OK0150;                    North         East    Units  Estimated Accuracy
 OK0150;SPC MI S     -   167,010.    3,966,210.      MT  (+/- 180 meters Scaled)
 OK0150
 OK0150                          SUPERSEDED SURVEY CONTROL
 OK0150
 OK0150  NGVD 29 (??/??/92)  227.630  (m)          746.82   (f) ADJ UNCH    2 0
 OK0150
 OK0150.Superseded values are not recommended for survey control.
 OK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0150.See file dsdata.txt to determine how the superseded data were derived.
 OK0150
 OK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN808635(NAD 83)
 OK0150_MARKER: Z = SEE DESCRIPTION
 OK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0150_STAMPING: 109 1/2
 OK0150_MARK LOGO: CGS   
 OK0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0150+STABILITY: SURFACE MOTION
 OK0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0150+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002
 OK0150
 OK0150  HISTORY     - Date     Condition        Report By
 OK0150  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0150  HISTORY     - 1934     GOOD             NGS
 OK0150  HISTORY     - 19940902 GOOD             LOCENG
 OK0150  HISTORY     - 20020121 GOOD             INDIV
 OK0150
 OK0150                          STATION DESCRIPTION
 OK0150
 OK0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0150'3.3 MI E FROM PEWAMO.
 OK0150'IN CLINTON COUNTY, 3.3 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0150'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 150 YARDS
 OK0150'SOUTHWEST OF TWO LARGE RED BARNS, 45 FEET NORTH OF THE NORTH
 OK0150'RAIL, 1.6 FEET SOUTH OF A FENCE, AND 6 FEET LOWER THAN THE TOP
 OK0150'OF THE RAIL.  A BRONZE PLUG, STAMPED BM 109 1/2 AND SET IN THE
 OK0150'TOP OF A CONCRETE POST.
 OK0150
 OK0150                          STATION RECOVERY (1994)
 OK0150
 OK0150'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0150'FOUND MARKER 613.0 FT (186.8 M) WEST OF HINMAN ROAD, 44.0 FT (13.4 M)
 OK0150'NORTH OF NORTH RAIL, 1.3 FT (0.4 M) SOUTH OF EAST-WEST FENCE.  PLACED
 OK0150'CARSONITE MARKER.
 OK0150
 OK0150                          STATION RECOVERY (2002)
 OK0150
 OK0150'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 OK0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1277 ***********************************************************************
 RJ1277  DESIGNATION -  109 C6W 108
 RJ1277  PID         -  RJ1277
 RJ1277  STATE/COUNTY-  MI/CHIPPEWA
 RJ1277  USGS QUAD   -  OAK RIDGE (1976)
 RJ1277
 RJ1277                         *CURRENT SURVEY CONTROL
 RJ1277  ___________________________________________________________________
 RJ1277* NAD 83(1994)-  46 15 55.09575(N)    084 11 21.97359(W)     ADJUSTED  
 RJ1277* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1277  ___________________________________________________________________
 RJ1277  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 RJ1277  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1277
 RJ1277  HORZ ORDER  -  SECOND
 RJ1277
 RJ1277.The horizontal coordinates were established by classical geodetic methods
 RJ1277.and adjusted by the National Geodetic Survey in February 1997..
 RJ1277
 RJ1277.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1277
 RJ1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1277
 RJ1277.The geoid height was determined by GEOID03.
 RJ1277
 RJ1277;                    North         East     Units Scale Factor Converg.
 RJ1277;SPC MI N     -   168,552.518 8,216,606.146   MT  0.99990290   +2 01 53.2
 RJ1277;SPC MI N     -   552,993.83 26,957,369.25   iFT  0.99990290   +2 01 53.2
 RJ1277;UTM  16      - 5,127,365.054   716,582.172   MT  1.00017666   +2 01 53.6
 RJ1277
 RJ1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1277!SPC MI N     -   0.99997776  x   0.99990290  =   0.99988066
 RJ1277!UTM  16      -   0.99997776  x   1.00017666  =   1.00015441
 RJ1277
 RJ1277                          SUPERSEDED SURVEY CONTROL
 RJ1277
 RJ1277  NAD 83(1986)-  46 15 55.08715(N)    084 11 21.97014(W) AD(       ) 2
 RJ1277  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1277
 RJ1277.Superseded values are not recommended for survey control.
 RJ1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1277.See file dsdata.txt to determine how the superseded data were derived.
 RJ1277
 RJ1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1658227365(NAD 83)
 RJ1277_MARKER: I = METAL ROD
 RJ1277_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RJ1277_SP_SET: OBJECT DRIVEN INTO GROUND
 RJ1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1277
 RJ1277  HISTORY     - Date     Condition        Report By
 RJ1277  HISTORY     - 1988     MONUMENTED       USE
 RJ1277
 RJ1277                          STATION DESCRIPTION
 RJ1277
 RJ1277'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1277'THE STATION IS LOCATED ABOUT 28.2 KM (17.5 MI) SOUTH-SOUTHEAST OF
 RJ1277'SAULT
 RJ1277'STE MARIE, 31.9 KM (19.8 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1277'37.8 KM
 RJ1277'(23.5 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1277'ON THE WEST SIDE OF NEEBISH ISLAND ON THE END OF A COFFER DAM, IN
 RJ1277'SEC 28, T45N-R2E.
 RJ1277'OWNERSHIP---U.S. CORPS OF ENGINEERS
 RJ1277'
 RJ1277'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1277'4.3 KM
 RJ1277'(2.7 MI) ON 15 MILE ROAD
 RJ1277'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1277'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1277'BY BOAT UPRIVER FOR 10 MINUTES TO END OF ROCK DIKE AND THE STATION.
 RJ1277'
 RJ1277'THE STATION IS A 1 INCH REBAR WITH AN -X- ON TOP, DRIVEN
 RJ1277'INTO THE GROUND, LOCATED 2.7 METERS (9 FT) EAST OF WATER AND 7.3
 RJ1277'METERS (24 FT) NORTH OF WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5153 ***********************************************************************
 AA5153  DESIGNATION -  109 LIMA
 AA5153  PID         -  AA5153
 AA5153  STATE/COUNTY-  MI/WASHTENAW
 AA5153  USGS QUAD   -  DEXTER (1983)
 AA5153
 AA5153                         *CURRENT SURVEY CONTROL
 AA5153  ___________________________________________________________________
 AA5153* NAD 83(1994)-  42 17 57.82696(N)    083 58 35.39749(W)     ADJUSTED  
 AA5153* NAVD 88     -       272.9    (meters)     895.     (feet)  GPS OBS   
 AA5153  ___________________________________________________________________
 AA5153  X           -     495,809.551 (meters)                     COMP
 AA5153  Y           -  -4,698,772.656 (meters)                     COMP
 AA5153  Z           -   4,270,420.409 (meters)                     COMP
 AA5153  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AA5153  ELLIP HEIGHT-         239.14  (meters)          (07/12/02) GPS OBS
 AA5153  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AA5153
 AA5153  HORZ ORDER  -  FIRST
 AA5153  ELLP ORDER  -  FOURTH    CLASS I
 AA5153
 AA5153.The horizontal coordinates were established by GPS observations
 AA5153.and adjusted by the National Geodetic Survey in February 1997..
 AA5153
 AA5153.The orthometric height was determined by GPS observations and a
 AA5153.high-resolution geoid model.
 AA5153
 AA5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5153
 AA5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5153
 AA5153.The ellipsoidal height was determined by GPS observations
 AA5153.and is referenced to NAD 83.
 AA5153
 AA5153.The geoid height was determined by GEOID03.
 AA5153
 AA5153;                    North         East     Units Scale Factor Converg.
 AA5153;SPC MI S     -    88,870.023 4,032,172.249   MT  0.99995876   +0 15 55.9
 AA5153;SPC MI S     -   291,568.32 13,228,911.58   iFT  0.99995876   +0 15 55.9
 AA5153;UTM  17      - 4,687,309.924   254,641.735   MT  1.00034078   -2 00 15.1
 AA5153;UTM  16      - 4,687,446.590   749,233.016   MT  1.00036436   +2 02 09.2
 AA5153
 AA5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5153!SPC MI S     -   0.99996250  x   0.99995876  =   0.99992126
 AA5153!UTM  17      -   0.99996250  x   1.00034078  =   1.00030326
 AA5153!UTM  16      -   0.99996250  x   1.00036436  =   1.00032684
 AA5153
 AA5153                          SUPERSEDED SURVEY CONTROL
 AA5153
 AA5153  ELLIP H (02/03/97)  239.17   (m)                       GP(       ) 4 1
 AA5153  NAD 83(1986)-  42 17 57.83142(N)    083 58 35.42179(W) AD(       ) 1
 AA5153
 AA5153.Superseded values are not recommended for survey control.
 AA5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5153.See file dsdata.txt to determine how the superseded data were derived.
 AA5153
 AA5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5464287310(NAD 83)
 AA5153_MARKER: DD = SURVEY DISK
 AA5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5153_STAMPING: 109
 AA5153_MARK LOGO: MI-161
 AA5153_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5153+STABILITY: SURFACE MOTION
 AA5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5153+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 AA5153
 AA5153  HISTORY     - Date     Condition        Report By
 AA5153  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5153  HISTORY     - 20000913 GOOD             TETR
 AA5153
 AA5153                          STATION DESCRIPTION
 AA5153
 AA5153'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5153'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5153'APPROXIMATELY 2.0 MI (3.2 KM) EAST OF THE VILLAGE OF CHELSEA, IN THE
 AA5153'SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 4 EAST, LIMA
 AA5153'TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF I-94 AND ZEEB
 AA5153'ROAD, APPROXIMATELY 7 MI (11.3 KM) EAST OF THE VILLAGE OF CHELSEA,
 AA5153'PROCEED WEST ON I-94 FOR 5.0 MI (8.0 KM) TO THE FLETCHER ROAD EXIT.
 AA5153'EXIT THE INTERSTATE TO THE INTERSECTION WITH OLD U.S. 12 AT THE END OF
 AA5153'THE EXIT RAMP. TURN RIGHT AND PROCEED 200 FT (61.0 M) WEST ON OLD U.S.
 AA5153'12 TO THE INTERSECTION WITH FLETCHER ROAD ON THE RIGHT. THE STATION IS
 AA5153'LOCATED ON THE EAST SIDE OF FLETCHER DRIVE, MIDWAY BETWEEN SEITZ DRIVE
 AA5153'AND OLD U.S. 12. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF
 AA5153'A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY
 AA5153'REMONUMENTATION GEODETIC CONTROL 109". THE DISK IS LOCATED 26.6 FT
 AA5153'(8.1 M) N90W OF THE EAST EDGE OF THE PAVEMENT OF FLETCHER ROAD, 57.86
 AA5153'FT (17.64 M) N10E OF A PK-NAIL SET IN THE WEST SIDE OF A POWER POLE,
 AA5153'101.60 FT (30.97 M) N85W OF A PK-NAIL SET IN THE SOUTH SIDE OF A POWER
 AA5153'POLE, AND 52.88 FT (16.12 M) N15E OF THE CENTER OF A 2" STEEL POST AT
 AA5153'THE WEST END OF A FENCE.
 AA5153
 AA5153                          STATION RECOVERY (2000)
 AA5153
 AA5153'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 AA5153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0514 ***********************************************************************
 RL0514  DESIGNATION -  1092
 RL0514  PID         -  RL0514
 RL0514  STATE/COUNTY-  MI/ONTONAGON
 RL0514  USGS QUAD   -  
 RL0514
 RL0514                         *CURRENT SURVEY CONTROL
 RL0514  ___________________________________________________________________
 RL0514* NAD 83(1986)-  46 42 32.     (N)    088 58 27.     (W)     SCALED    
 RL0514* NAVD 88     -       332.880  (meters)    1092.12   (feet)  ADJUSTED  
 RL0514  ___________________________________________________________________
 RL0514  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 RL0514  DYNAMIC HT  -         332.897 (meters)    1092.18  (feet)  COMP
 RL0514  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 RL0514
 RL0514  VERT ORDER  -  FIRST     CLASS II
 RL0514
 RL0514.The horizontal coordinates were scaled from a topographic map and have
 RL0514.an estimated accuracy of +/- 6 seconds.
 RL0514
 RL0514.The orthometric height was determined by differential leveling
 RL0514.and adjusted by the National Geodetic Survey in June 1991..
 RL0514
 RL0514.The geoid height was determined by GEOID03.
 RL0514
 RL0514.The dynamic height is computed by dividing the NAVD 88
 RL0514.geopotential number by the normal gravity value computed on the
 RL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0514.degrees latitude (g = 980.6199 gals.).
 RL0514
 RL0514.The modeled gravity was interpolated from observed gravity values.
 RL0514
 RL0514;                    North         East    Units  Estimated Accuracy
 RL0514;SPC MI N     -   215,900.    7,849,070.      MT  (+/- 180 meters Scaled)
 RL0514
 RL0514                          SUPERSEDED SURVEY CONTROL
 RL0514
 RL0514  NGVD 29 (??/??/92)  332.870  (m)         1092.09   (f) ADJ UNCH    1 2
 RL0514
 RL0514.Superseded values are not recommended for survey control.
 RL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0514.See file dsdata.txt to determine how the superseded data were derived.
 RL0514
 RL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS491747(NAD 83)
 RL0514_MARKER: P = PIPE CAP
 RL0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL0514_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RL0514_STAMPING: 1092
 RL0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0514
 RL0514  HISTORY     - Date     Condition        Report By
 RL0514  HISTORY     - UNK      MONUMENTED       USGS
 RL0514  HISTORY     - 1948     GOOD             NGS
 RL0514
 RL0514                          STATION DESCRIPTION
 RL0514
 RL0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0514'0.2 MI NW FROM ROUSSEAU.
 RL0514'0.2 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0514'PACIFIC RAILROAD FROM THE STATION SIGN AT ROUSSEAU, IN THE
 RL0514'SOUTHEAST ANGLE OF THE CROSSING OF AN EAST-WEST DIRT ROAD, 10
 RL0514'FEET NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 73 FEET
 RL0514'EAST-SOUTHEAST OF THE CENTER OF THE CROSSING, 68 FEET SOUTHEAST
 RL0514'OF THE CROSSING WARNING SIGN ON NORTHEAST SIDE OF TRACK, 76
 RL0514'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A T FENCE CORNER,
 RL0514'12 FEET WEST OF AN OLD 4-FOOT STUMP, 23 FEET SOUTH OF THE CENTER
 RL0514'LINE OF THE ROAD, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0514'POST, 1 FOOT BELOW THE TRACK AND PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0291 ***********************************************************************
 MC0291  DESIGNATION -  11 DTSRR
 MC0291  PID         -  MC0291
 MC0291  STATE/COUNTY-  MI/MONROE
 MC0291  USGS QUAD   -  ERIE (1979)
 MC0291
 MC0291                         *CURRENT SURVEY CONTROL
 MC0291  ___________________________________________________________________
 MC0291* NAD 83(1986)-  41 49 52.     (N)    083 26 52.     (W)     SCALED    
 MC0291* NAVD 88     -       178.042  (meters)     584.13   (feet)  ADJUSTED  
 MC0291  ___________________________________________________________________
 MC0291  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0291  DYNAMIC HT  -         177.976 (meters)     583.91  (feet)  COMP
 MC0291  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 MC0291
 MC0291  VERT ORDER  -  FIRST     CLASS I
 MC0291
 MC0291.The horizontal coordinates were scaled from a topographic map and have
 MC0291.an estimated accuracy of +/- 6 seconds.
 MC0291
 MC0291.The orthometric height was determined by differential leveling
 MC0291.and adjusted by the National Geodetic Survey in June 1991..
 MC0291
 MC0291.The geoid height was determined by GEOID03.
 MC0291
 MC0291.The dynamic height is computed by dividing the NAVD 88
 MC0291.geopotential number by the normal gravity value computed on the
 MC0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0291.degrees latitude (g = 980.6199 gals.).
 MC0291
 MC0291.The modeled gravity was interpolated from observed gravity values.
 MC0291
 MC0291;                    North         East    Units  Estimated Accuracy
 MC0291;SPC MI S     -    37,200.    4,076,340.      MT  (+/- 180 meters Scaled)
 MC0291
 MC0291                          SUPERSEDED SURVEY CONTROL
 MC0291
 MC0291  NGVD 29 (??/??/92)  178.225  (m)          584.73   (f) ADJ UNCH    1 1
 MC0291
 MC0291.Superseded values are not recommended for survey control.
 MC0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0291.See file dsdata.txt to determine how the superseded data were derived.
 MC0291
 MC0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG967339(NAD 83)
 MC0291_MARKER: DD = SURVEY DISK
 MC0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0291_SP_SET: CULVERT
 MC0291_STAMPING: BENCH MARK ELEV NO 11 USC AND G 1899
 MC0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0291
 MC0291  HISTORY     - Date     Condition        Report By
 MC0291  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0291  HISTORY     - 1968     GOOD             NGS
 MC0291  HISTORY     - 1973     GOOD             NGS
 MC0291  HISTORY     - 1983     GOOD             LOCSUR
 MC0291
 MC0291                          STATION DESCRIPTION
 MC0291
 MC0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0291'6.5 MI SW FROM MONROE.
 MC0291'ABOUT 6.5 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0291'THE CROSSING OF EAST FIRST STREET AT MONROE, ALONG THE DETROIT
 MC0291'AND TOLEDO SHORE LINE RAILROAD, ABOUT 40 YARDS SOUTHEAST OF THE
 MC0291'PENN CENTRAL RAILROAD, 2 RAILS SOUTHWEST OF THE CENTER OF THE
 MC0291'CROSSING OF KELLY ROAD, SET ON THE TOP OF THE SOUTHWEST END OF
 MC0291'THE SOUTHEAST HEAD WALL OF A 30-FOOT CONCRETE CULVERT OVER MUDDY
 MC0291'CREEK, 7.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND 1 1/2 FEET
 MC0291'BELOW THE LEVEL OF THE TRACK.
 MC0291
 MC0291                          STATION RECOVERY (1973)
 MC0291
 MC0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0291'RECOVERED IN GOOD CONDITION.
 MC0291
 MC0291                          STATION RECOVERY (1983)
 MC0291
 MC0291'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5509 ***********************************************************************
 AA5509  DESIGNATION -  11 I
 AA5509  PID         -  AA5509
 AA5509  STATE/COUNTY-  MI/WASHTENAW
 AA5509  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5509
 AA5509                         *CURRENT SURVEY CONTROL
 AA5509  ___________________________________________________________________
 AA5509* NAD 83(1986)-  42 15 37.     (N)    083 44 05.     (W)     SCALED    
 AA5509* NAVD 88     -       255.370  (meters)     837.83   (feet)  ADJUSTED  
 AA5509  ___________________________________________________________________
 AA5509  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AA5509  DYNAMIC HT  -         255.289 (meters)     837.56  (feet)  COMP
 AA5509  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 AA5509
 AA5509  VERT ORDER  -  SECOND    CLASS II
 AA5509
 AA5509.The horizontal coordinates were scaled from a topographic map and have
 AA5509.an estimated accuracy of +/- 6 seconds.
 AA5509
 AA5509.The orthometric height was determined by differential leveling
 AA5509.and adjusted by the National Geodetic Survey in August 1995..
 AA5509
 AA5509.The geoid height was determined by GEOID03.
 AA5509
 AA5509.The dynamic height is computed by dividing the NAVD 88
 AA5509.geopotential number by the normal gravity value computed on the
 AA5509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5509.degrees latitude (g = 980.6199 gals.).
 AA5509
 AA5509.The modeled gravity was interpolated from observed gravity values.
 AA5509
 AA5509;                    North         East    Units  Estimated Accuracy
 AA5509;SPC MI S     -    84,650.    4,052,140.      MT  (+/- 180 meters Scaled)
 AA5509
 AA5509                          SUPERSEDED SURVEY CONTROL
 AA5509
 AA5509.No superseded survey control is available for this station.
 AA5509
 AA5509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG744822(NAD 83)
 AA5509_MARKER: DB = BENCH MARK DISK
 AA5509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5509_STAMPING: 11 I
 AA5509_MARK LOGO: CGS+SS
 AA5509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5509+STABILITY: SURFACE MOTION
 AA5509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5509+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1993
 AA5509
 AA5509  HISTORY     - Date     Condition        Report By
 AA5509  HISTORY     - UNK      MONUMENTED       MIGS
 AA5509  HISTORY     - 19930819 GOOD             WOOLPT
 AA5509
 AA5509                          STATION DESCRIPTION
 AA5509
 AA5509'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (DK)
 AA5509'STATION 0122 IS LOCATED AT THE NORTHEAST CORNER OF STADIUM BOULEVARD
 AA5509'AND PACKARD ROAD, SAID STATION BEING IN THE SOUTHEAST 1/4 OF SECTION
 AA5509'30, ANN ARBOR TOWNSHIP IN THE CITY OF ANN ARBOR, MICHIGAN. THE STATION
 AA5509'IS LOCATED 2.3 FT (0.7 M) NORTH OF THE NORTH EDGE OF THE 5 FT (1.5 M)
 AA5509'CONCRETE WALK ALONG THE NORTH SIDE OF STADIUM BOULEVARD AND 69.6 FT
 AA5509'(21.2 M) WEST OF THE WEST EDGE OF THE CONCRETE DRIVE TO 1501 STADIUM
 AA5509'BOULEVARD (NATIONAL BANK OF DETROIT). SAID STATION IS A VERTICAL
 AA5509'CONTROL MONUMENT AND IS DESCRIBED AS A US COAST AND GEODETIC SURVEY
 AA5509'AND STATE SURVEY DISC STAMPED 11 I, SET IN CONCRETE 0.8 FT (0.2 M)
 AA5509'ABOVE THE FINISHED GRADE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0445 ***********************************************************************
 OJ0445  DESIGNATION -  11 ONA USGS
 OJ0445  PID         -  OJ0445
 OJ0445  STATE/COUNTY-  MI/TUSCOLA
 OJ0445  USGS QUAD   -  FAIRGROVE (1973)
 OJ0445
 OJ0445                         *CURRENT SURVEY CONTROL
 OJ0445  ___________________________________________________________________
 OJ0445* NAD 83(1986)-  43 36 42.     (N)    083 33 00.     (W)     SCALED    
 OJ0445* NAVD 88     -       182.155  (meters)     597.62   (feet)  ADJUSTED  
 OJ0445  ___________________________________________________________________
 OJ0445  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0445  DYNAMIC HT  -         182.121 (meters)     597.51  (feet)  COMP
 OJ0445  MODELED GRAV-     980,431.0   (mgal)                       NAVD 88
 OJ0445
 OJ0445  VERT ORDER  -  FIRST     CLASS 0
 OJ0445
 OJ0445.The horizontal coordinates were scaled from a topographic map and have
 OJ0445.an estimated accuracy of +/- 6 seconds.
 OJ0445
 OJ0445.The orthometric height was determined by differential leveling
 OJ0445.and adjusted by the National Geodetic Survey in June 1991..
 OJ0445
 OJ0445.The geoid height was determined by GEOID03.
 OJ0445
 OJ0445.The dynamic height is computed by dividing the NAVD 88
 OJ0445.geopotential number by the normal gravity value computed on the
 OJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0445.degrees latitude (g = 980.6199 gals.).
 OJ0445
 OJ0445.The modeled gravity was interpolated from observed gravity values.
 OJ0445
 OJ0445;                    North         East    Units  Estimated Accuracy
 OJ0445;SPC MI S     -   234,890.    4,065,930.      MT  (+/- 180 meters Scaled)
 OJ0445
 OJ0445                          SUPERSEDED SURVEY CONTROL
 OJ0445
 OJ0445  NGVD 29 (??/??/92)  182.301  (m)          598.10   (f) ADJ UNCH    1 0
 OJ0445
 OJ0445.Superseded values are not recommended for survey control.
 OJ0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0445.See file dsdata.txt to determine how the superseded data were derived.
 OJ0445
 OJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ942319(NAD 83)
 OJ0445_MARKER: DB = BENCH MARK DISK
 OJ0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0445_SP_SET: CONCRETE POST
 OJ0445_STAMPING: 11 ONA 1958 598
 OJ0445_PROJECTION: FLUSH
 OJ0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0445+STABILITY: SURFACE MOTION
 OJ0445
 OJ0445  HISTORY     - Date     Condition        Report By
 OJ0445  HISTORY     - 1958     MONUMENTED       USGS
 OJ0445  HISTORY     - 1976     GOOD             NOS
 OJ0445  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0445  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ0445
 OJ0445                          STATION DESCRIPTION
 OJ0445
 OJ0445'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0445'7.0 MI NE FROM QUANICASSEE.
 OJ0445'7.0 MILES NORTHEAST ALONG DICKERSON ROAD FROM QUANICASSEE, 4 MILES
 OJ0445'WEST OF THE INTERSECTION OF HIGHWAY M 138, AT THE INTERSECTION OF
 OJ0445'A NORTH-SOUTH ROAD, 360 FEET WEST OF THE CENTERLINE OF THE NORTH-
 OJ0445'SOUTH ROAD, 27 FEET NORTH OF THE CENTERLINE OF DICKERSON ROAD,
 OJ0445'AND 3 FEET SOUTHWEST OF A POWER POLE.
 OJ0445'THE MARK IS 2.5 FT BELOW DICKERSON ROAD.
 OJ0445
 OJ0445                          STATION RECOVERY (1999)
 OJ0445
 OJ0445'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0445'MARK NOT FOUND.
 OJ0445
 OJ0445                          STATION RECOVERY (2004)
 OJ0445
 OJ0445'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0445'MARK NOT FOUND, A HOLE WAS FOUND AT THE LOCATION AND FARMER HAS BEEN
 OJ0445'PLOWING AROUND POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0401 ***********************************************************************
 QK0401  DESIGNATION -  11 RBC USGS
 QK0401  PID         -  QK0401
 QK0401  STATE/COUNTY-  MI/MACKINAC
 QK0401  USGS QUAD   -  PRENTISS BAY (1976)
 QK0401
 QK0401                         *CURRENT SURVEY CONTROL
 QK0401  ___________________________________________________________________
 QK0401* NAD 83(1986)-  45 58 48.     (N)    084 09 01.     (W)     SCALED    
 QK0401* NAVD 88     -       180.301  (meters)     591.54   (feet)  ADJUSTED  
 QK0401  ___________________________________________________________________
 QK0401  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 QK0401  DYNAMIC HT  -         180.305 (meters)     591.55  (feet)  COMP
 QK0401  MODELED GRAV-     980,634.6   (mgal)                       NAVD 88
 QK0401
 QK0401  VERT ORDER  -  FIRST     CLASS 0
 QK0401
 QK0401.The horizontal coordinates were scaled from a topographic map and have
 QK0401.an estimated accuracy of +/- 6 seconds.
 QK0401
 QK0401.The orthometric height was determined by differential leveling
 QK0401.and adjusted by the National Geodetic Survey in June 1991..
 QK0401
 QK0401.The geoid height was determined by GEOID03.
 QK0401
 QK0401.The dynamic height is computed by dividing the NAVD 88
 QK0401.geopotential number by the normal gravity value computed on the
 QK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0401.degrees latitude (g = 980.6199 gals.).
 QK0401
 QK0401.The modeled gravity was interpolated from observed gravity values.
 QK0401
 QK0401;                    North         East    Units  Estimated Accuracy
 QK0401;SPC MI N     -   136,970.    8,220,760.      MT  (+/- 180 meters Scaled)
 QK0401
 QK0401                          SUPERSEDED SURVEY CONTROL
 QK0401
 QK0401.No superseded survey control is available for this station.
 QK0401
 QK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR207957(NAD 83)
 QK0401_MARKER: DD = SURVEY DISK
 QK0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0401_SP_SET: CONCRETE POST
 QK0401_STAMPING: 11 RBC TT 591 1958
 QK0401_MARK LOGO: USGS  
 QK0401_PROJECTION: PROJECTING 10 CENTIMETERS
 QK0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0401+STABILITY: SURFACE MOTION
 QK0401
 QK0401  HISTORY     - Date     Condition        Report By
 QK0401  HISTORY     - 1958     MONUMENTED       USGS
 QK0401  HISTORY     - 1983     GOOD             NGS
 QK0401  HISTORY     - 19940728 GOOD             USPSQD
 QK0401  HISTORY     - 19950712 GOOD             USPSQD
 QK0401  HISTORY     - 20010331 GOOD             NGS
 QK0401
 QK0401                          STATION DESCRIPTION
 QK0401
 QK0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0401'17.4 KM (10.8 MI) EAST FROM CEDARVILLE.
 QK0401'17.4 KM (10.8 MI) EAST ALONG STATE HIGHWAY 134 FROM THE INTERSECTION
 QK0401'OF STATE HIGHWAY 129 (MERIDIAN ROAD) IN CEDARVILLE, AT A NARROW
 QK0401'GRAVELED ROAD LEADING SOUTH-SOUTHEAST TO CADOGAN POINT, ALSO 3.8 KM
 QK0401'(2.35 MI) WEST OF THE BRIDGE OVER TROUT CREEK, 10.0 METERS (33.0 FT)
 QK0401'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.19 METERS (40.0
 QK0401'FT) WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 QK0401'AND THE NARROW GRAVELED ROAD, 1.68 METERS (5.5 FT) EAST OF AN 18-INCH
 QK0401'DIAMETER PINE TREE, AND 16.45 METERS (54.0 FT) SOUTHEAST OF A SINGLE
 QK0401'TELEPHONE CABLE CROSSING THE HIGHWAY.
 QK0401'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QK0401'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0401
 QK0401                          STATION RECOVERY (1994)
 QK0401
 QK0401'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0401'RECOVERED IN GOOD CONDITION.
 QK0401
 QK0401                          STATION RECOVERY (1995)
 QK0401
 QK0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0401'RECOVERED IN GOOD CONDITION.
 QK0401
 QK0401                          STATION RECOVERY (2001)
 QK0401
 QK0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0323 ***********************************************************************
 OL0323  DESIGNATION -  11 T USGS RESET 1979
 OL0323  PID         -  OL0323
 OL0323  STATE/COUNTY-  MI/OCEANA
 OL0323  USGS QUAD   -  
 OL0323
 OL0323                         *CURRENT SURVEY CONTROL
 OL0323  ___________________________________________________________________
 OL0323* NAD 83(1986)-  43 45 55.     (N)    086 24 27.     (W)     SCALED    
 OL0323* NAVD 88     -       177.701  (meters)     583.01   (feet)  ADJUSTED  
 OL0323  ___________________________________________________________________
 OL0323  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 OL0323  DYNAMIC HT  -         177.667 (meters)     582.90  (feet)  COMP
 OL0323  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 OL0323
 OL0323  VERT ORDER  -  FIRST     CLASS II
 OL0323
 OL0323.The horizontal coordinates were scaled from a topographic map and have
 OL0323.an estimated accuracy of +/- 6 seconds.
 OL0323
 OL0323.The orthometric height was determined by differential leveling
 OL0323.and adjusted by the National Geodetic Survey in June 1991..
 OL0323
 OL0323.The geoid height was determined by GEOID03.
 OL0323
 OL0323.The dynamic height is computed by dividing the NAVD 88
 OL0323.geopotential number by the normal gravity value computed on the
 OL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0323.degrees latitude (g = 980.6199 gals.).
 OL0323
 OL0323.The modeled gravity was interpolated from observed gravity values.
 OL0323
 OL0323;                    North         East    Units  Estimated Accuracy
 OL0323;SPC MI S     -   253,630.    3,835,680.      MT  (+/- 180 meters Scaled)
 OL0323
 OL0323                          SUPERSEDED SURVEY CONTROL
 OL0323
 OL0323.No superseded survey control is available for this station.
 OL0323
 OL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP476459(NAD 83)
 OL0323_MARKER: DD = SURVEY DISK
 OL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0323_SP_SET: CONCRETE POST
 OL0323_STAMPING: 11 T 1957 RESET 1979 584 USGS
 OL0323_MARK LOGO: USGS  
 OL0323_PROJECTION: RECESSED 18 CENTIMETERS
 OL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0323+STABILITY: SURFACE MOTION
 OL0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0323+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0323
 OL0323  HISTORY     - Date     Condition        Report By
 OL0323  HISTORY     - 1979     MONUMENTED       USGS
 OL0323  HISTORY     - 1984     GOOD             NGS
 OL0323  HISTORY     - 19940820 GOOD             USPSQD
 OL0323  HISTORY     - 19950910 GOOD             USPSQD
 OL0323  HISTORY     - 20010928 GOOD             USPSQD
 OL0323  HISTORY     - 20050521 GOOD             USPSQD
 OL0323
 OL0323                          STATION DESCRIPTION
 OL0323
 OL0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0323'3.2 KM (2.0 MI) SE FROM PENTWATER.
 OL0323'3.2 KM (2.0 MI) SOUTH ALONG U.S. HIGHWAY 31 (HANCOCK STREET) FROM THE
 OL0323'POST OFFICE IN PENTWATER, AT OCEANA COUNTY ROAD B 15 LEADING SOUTH,
 OL0323'13.41 METERS (44.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 31,
 OL0323'32.91 METERS (108.0 FT) WEST OF THE CENTERLINE OF COUNTY ROAD B 15,
 OL0323'10.05 METERS (33.0 FT) WEST-NORTHWEST OF THE CENTER OF A NINE TRUNK
 OL0323'TREE, AND 3.65 METERS (12.0 FT) NORTH OF THE NORTH EDGE OF THE
 OL0323'PENTWATER LAKE.
 OL0323'THE MARK IS 0.42 METERS  N FROM A WITNESS POST.
 OL0323'THE MARK IS ABOVE LEVEL WITH HIGHWAY 31.
 OL0323
 OL0323                          STATION RECOVERY (1994)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (1995)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (2001)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0323'RECOVERED IN GOOD CONDITION.
 OL0323
 OL0323                          STATION RECOVERY (2005)
 OL0323
 OL0323'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVA)
 OL0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0026 ***********************************************************************
 QL0026  DESIGNATION -  11 WRM
 QL0026  PID         -  QL0026
 QL0026  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0026  USGS QUAD   -  GULLIVER (1972)
 QL0026
 QL0026                         *CURRENT SURVEY CONTROL
 QL0026  ___________________________________________________________________
 QL0026* NAD 83(1986)-  45 59 51.     (N)    086 00 18.     (W)     SCALED    
 QL0026* NAVD 88     -       189.780  (meters)     622.64   (feet)  ADJUSTED  
 QL0026  ___________________________________________________________________
 QL0026  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QL0026  DYNAMIC HT  -         189.788 (meters)     622.66  (feet)  COMP
 QL0026  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 QL0026
 QL0026  VERT ORDER  -  FIRST     CLASS 0
 QL0026
 QL0026.The horizontal coordinates were scaled from a topographic map and have
 QL0026.an estimated accuracy of +/- 6 seconds.
 QL0026
 QL0026.The orthometric height was determined by differential leveling
 QL0026.and adjusted by the National Geodetic Survey in June 1991..
 QL0026
 QL0026.The geoid height was determined by GEOID03.
 QL0026
 QL0026.The dynamic height is computed by dividing the NAVD 88
 QL0026.geopotential number by the normal gravity value computed on the
 QL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0026.degrees latitude (g = 980.6199 gals.).
 QL0026
 QL0026.The modeled gravity was interpolated from observed gravity values.
 QL0026
 QL0026;                    North         East    Units  Estimated Accuracy
 QL0026;SPC MI N     -   135,430.    8,077,070.      MT  (+/- 180 meters Scaled)
 QL0026
 QL0026                          SUPERSEDED SURVEY CONTROL
 QL0026
 QL0026  NGVD 29 (??/??/92)  189.75   (m)          622.5    (f) COMPUTED    1 0
 QL0026
 QL0026.Superseded values are not recommended for survey control.
 QL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0026.See file dsdata.txt to determine how the superseded data were derived.
 QL0026
 QL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER770942(NAD 83)
 QL0026_MARKER: DD = SURVEY DISK
 QL0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0026_SP_SET: CULVERT
 QL0026_STAMPING: 11 WRM 1972
 QL0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0026
 QL0026  HISTORY     - Date     Condition        Report By
 QL0026  HISTORY     - 1972     MONUMENTED       USGS
 QL0026  HISTORY     - 1972     GOOD             NGS
 QL0026  HISTORY     - 1979     GOOD             MIDH
 QL0026  HISTORY     - 19990510 MARK NOT FOUND   MIDT
 QL0026  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 QL0026
 QL0026                          STATION DESCRIPTION
 QL0026
 QL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0026'0.8 MI NE FROM GULLIVER.
 QL0026'ABOUT 0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST
 QL0026'OFFICE AT GULLIVER, AT A ROAD INTERSECTION, 34 FEET WEST OF THE
 QL0026'CENTER LINE OF THE U.S. HIGHWAY, 26 FEET SOUTH OF THE CENTER
 QL0026'LINE OF A PAVED ROAD LEADING WEST, 65 FEET E OF POWER LINE POLE
 QL0026'4113, AND SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 QL0026'HEADWALL FOR A PIPE CULVERT UNDER THE ROAD.
 QL0026
 QL0026                          STATION RECOVERY (1979)
 QL0026
 QL0026'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0026'RECOVERED IN GOOD CONDITION.
 QL0026
 QL0026                          STATION RECOVERY (1999)
 QL0026
 QL0026'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 QL0026'STATION DESTROYED IN 1982 HIGHWAY CONSTRUCTION WORK.  THE CONCRETE
 QL0026'HEADWALL WAS REMOVED.
 QL0026
 QL0026                          STATION RECOVERY (2002)
 QL0026
 QL0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0427 ***********************************************************************
 QL0427  DESIGNATION -  11 WRM USGS RESET 1982
 QL0427  PID         -  QL0427
 QL0427  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0427  USGS QUAD   -  GULLIVER (1972)
 QL0427
 QL0427                         *CURRENT SURVEY CONTROL
 QL0427  ___________________________________________________________________
 QL0427* NAD 83(1986)-  45 59 51.     (N)    086 00 18.     (W)     SCALED    
 QL0427* NAVD 88     -       189.88   (meters)     623.0    (feet)  RESET     
 QL0427  ___________________________________________________________________
 QL0427  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QL0427
 QL0427  VERT ORDER  -  THIRD
 QL0427
 QL0427.The horizontal coordinates were scaled from a topographic map and have
 QL0427.an estimated accuracy of +/- 6 seconds.
 QL0427
 QL0427.The orthometric height was computed from unverified reset data.
 QL0427.No vertical observational check was made to the station.
 QL0427
 QL0427.The geoid height was determined by GEOID03.
 QL0427
 QL0427;                    North         East    Units  Estimated Accuracy
 QL0427;SPC MI N     -   135,430.    8,077,070.      MT  (+/- 180 meters Scaled)
 QL0427
 QL0427                          SUPERSEDED SURVEY CONTROL
 QL0427
 QL0427.No superseded survey control is available for this station.
 QL0427
 QL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER770942(NAD 83)
 QL0427_MARKER: DB = BENCH MARK DISK
 QL0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0427_STAMPING: 11 WRM RESET 1982
 QL0427_PROJECTION: FLUSH
 QL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0427+STABILITY: SURFACE MOTION
 QL0427
 QL0427  HISTORY     - Date     Condition        Report By
 QL0427  HISTORY     - 1982     MONUMENTED       MIDH
 QL0427  HISTORY     - 20021112 GOOD             USPSQD
 QL0427  HISTORY     - 20040416 GOOD             USPSQD
 QL0427  HISTORY     - 20060915 GOOD             USPSQD
 QL0427
 QL0427                          STATION DESCRIPTION
 QL0427
 QL0427'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 QL0427'0.8 MI NE FROM GULLIVER.
 QL0427'0.8 MILE NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QL0427'GULLIVER IN THE SOUTHWEST QUADRANT OF U.S. 2 AND PARKINGTON ROAD,
 QL0427'97.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. 2, 37.0 FEET SOUTH
 QL0427'OF THE CENTERLINE OF COUNTY ROAD, 11.7 FEET SOUTHWEST OF POWERPOLE
 QL0427'AND 5.4 FEET NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST.
 QL0427
 QL0427                          STATION RECOVERY (2002)
 QL0427
 QL0427'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0427'MARK IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF U.S.
 QL0427'HWY 2 AND JACKSON ROAD AND NOT PARKINGTON ROAD AS IN DESCRIPTION.
 QL0427
 QL0427                          STATION RECOVERY (2004)
 QL0427
 QL0427'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0427' 
 QL0427' 
 QL0427' 
 QL0427' 
 QL0427' 
 QL0427' 
 QL0427
 QL0427                          STATION RECOVERY (2006)
 QL0427
 QL0427'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0151 ***********************************************************************
 OK0151  DESIGNATION -  110 1/2
 OK0151  PID         -  OK0151
 OK0151  STATE/COUNTY-  MI/CLINTON
 OK0151  USGS QUAD   -  HUBBARDSTON (1967)
 OK0151
 OK0151                         *CURRENT SURVEY CONTROL
 OK0151  ___________________________________________________________________
 OK0151* NAD 83(1986)-  43 00 09.     (N)    084 48 03.     (W)     SCALED    
 OK0151* NAVD 88     -       221.093  (meters)     725.37   (feet)  ADJUSTED  
 OK0151  ___________________________________________________________________
 OK0151  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 OK0151  DYNAMIC HT  -         221.041 (meters)     725.20  (feet)  COMP
 OK0151  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 OK0151
 OK0151  VERT ORDER  -  SECOND    CLASS 0
 OK0151
 OK0151.The horizontal coordinates were scaled from a topographic map and have
 OK0151.an estimated accuracy of +/- 6 seconds.
 OK0151
 OK0151.The orthometric height was determined by differential leveling
 OK0151.and adjusted by the National Geodetic Survey in June 1991..
 OK0151
 OK0151.The geoid height was determined by GEOID03.
 OK0151
 OK0151.The dynamic height is computed by dividing the NAVD 88
 OK0151.geopotential number by the normal gravity value computed on the
 OK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0151.degrees latitude (g = 980.6199 gals.).
 OK0151
 OK0151.The modeled gravity was interpolated from observed gravity values.
 OK0151
 OK0151;                    North         East    Units  Estimated Accuracy
 OK0151;SPC MI S     -   166,990.    3,964,600.      MT  (+/- 180 meters Scaled)
 OK0151
 OK0151                          SUPERSEDED SURVEY CONTROL
 OK0151
 OK0151  NGVD 29 (??/??/92)  221.232  (m)          725.83   (f) ADJ UNCH    2 0
 OK0151
 OK0151.Superseded values are not recommended for survey control.
 OK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0151.See file dsdata.txt to determine how the superseded data were derived.
 OK0151
 OK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN792634(NAD 83)
 OK0151_MARKER: Z = SEE DESCRIPTION
 OK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0151_STAMPING: BM 110 1/2
 OK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0151+STABILITY: SURFACE MOTION
 OK0151
 OK0151  HISTORY     - Date     Condition        Report By
 OK0151  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0151  HISTORY     - 1934     GOOD             NGS
 OK0151  HISTORY     - 19940902 MARK NOT FOUND   LOCENG
 OK0151  HISTORY     - 20020121 MARK NOT FOUND   INDIV
 OK0151
 OK0151                          STATION DESCRIPTION
 OK0151
 OK0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0151'2.3 MI E FROM PEWAMO.
 OK0151'IN CLINTON COUNTY, 2.3 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0151'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 44 FEET NORTH
 OK0151'OF THE NORTH RAIL, 2 FEET SOUTH OF A WIRE FENCE, AND LEVEL WITH
 OK0151'THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 110 1/2 AND SET
 OK0151'IN THE TOP OF A CONCRETE POST.
 OK0151
 OK0151                          STATION RECOVERY (1994)
 OK0151
 OK0151'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0151'MARK NOT FOUND.
 OK0151
 OK0151                          STATION RECOVERY (2002)
 OK0151
 OK0151'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 OK0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6796 ***********************************************************************
 AA6796  DESIGNATION -  110 125
 AA6796  PID         -  AA6796
 AA6796  STATE/COUNTY-  MI/WAYNE
 AA6796  USGS QUAD   -  INKSTER (1983)
 AA6796
 AA6796                         *CURRENT SURVEY CONTROL
 AA6796  ___________________________________________________________________
 AA6796* NAD 83(1994)-  42 15 38.08859(N)    083 19 42.52686(W)     ADJUSTED  
 AA6796* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 AA6796  ___________________________________________________________________
 AA6796  X           -     549,250.213 (meters)                     COMP
 AA6796  Y           -  -4,695,686.127 (meters)                     COMP
 AA6796  Z           -   4,267,175.687 (meters)                     COMP
 AA6796  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AA6796  ELLIP HEIGHT-         158.02  (meters)          (07/12/02) GPS OBS
 AA6796  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 AA6796
 AA6796  HORZ ORDER  -  FIRST
 AA6796  ELLP ORDER  -  FOURTH    CLASS I
 AA6796
 AA6796.The horizontal coordinates were established by GPS observations
 AA6796.and adjusted by the National Geodetic Survey in February 1997..
 AA6796
 AA6796.The orthometric height was determined by GPS observations and a
 AA6796.high-resolution geoid model.
 AA6796
 AA6796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6796
 AA6796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6796
 AA6796.The ellipsoidal height was determined by GPS observations
 AA6796.and is referenced to NAD 83.
 AA6796
 AA6796.The geoid height was determined by GEOID03.
 AA6796
 AA6796;                    North         East     Units Scale Factor Converg.
 AA6796;SPC MI S     -    85,012.114 4,085,657.667   MT  0.99996585   +0 42 23.5
 AA6796;SPC MI S     -   278,911.14 13,404,388.67   iFT  0.99996585   +0 42 23.5
 AA6796;UTM  17      - 4,681,334.031   307,944.464   MT  1.00005386   -1 33 59.0
 AA6796
 AA6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6796!SPC MI S     -   0.99997522  x   0.99996585  =   0.99994107
 AA6796!UTM  17      -   0.99997522  x   1.00005386  =   1.00002908
 AA6796
 AA6796                          SUPERSEDED SURVEY CONTROL
 AA6796
 AA6796  ELLIP H (02/03/97)  158.06   (m)                       GP(       ) 4 1
 AA6796  NAD 83(1986)-  42 15 38.09562(N)    083 19 42.55509(W) AD(       ) 1
 AA6796
 AA6796.Superseded values are not recommended for survey control.
 AA6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6796.See file dsdata.txt to determine how the superseded data were derived.
 AA6796
 AA6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0794481334(NAD 83)
 AA6796_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6796_STAMPING: 110-125
 AA6796_MARK LOGO: MI-163
 AA6796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6796+STABILITY: SURFACE MOTION
 AA6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6796+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 AA6796
 AA6796  HISTORY     - Date     Condition        Report By
 AA6796  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6796  HISTORY     - 20010904 GOOD             INDIV
 AA6796
 AA6796                          STATION DESCRIPTION
 AA6796
 AA6796'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6796'STATION IS LOCATED APPROXIMATELY 1.5 MILESNORTH OF DETROIT METRO
 AA6796'AIRPORT ON MIDDLEBELT ROAD AT BEVERLY STREET. TO REACH FROM THE
 AA6796'INTERSECTION OF US-12 (MICHIGAN AVENUE) AND MIDDLEBELT ROAD, PROCEED
 AA6796'SOUTH ON MIDDLEBELT ROAD FOR 2  MILES TO BEVERLY ROAD AND THE STATION
 AA6796'IN THE NORTHEAST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6796'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN
 AA6796'A CAST IRON MONUMENT BOX SET FLUSH WITH THE CONCRETE SIDEWALK. THE
 AA6796'MONUMENT IS 11.6 FEETSOUTHWEST OF THE ENTRANCE TO A BUILDING WHICH IS
 AA6796'CURRENTLY A HARDWARE STORE. CENTERLINE OF MIDDLEBELT IS N 90 W, 56.0
 AA6796'FEET, CENTERLINE OF BEVERLY IS S 0 E, 39.0 FEET.
 AA6796
 AA6796                          STATION RECOVERY (2001)
 AA6796
 AA6796'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA6796'IS SUITABLE FOR GPS OBSERVATIONS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6794 ***********************************************************************
 AA6794  DESIGNATION -  110 180
 AA6794  PID         -  AA6794
 AA6794  STATE/COUNTY-  MI/WAYNE
 AA6794  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6794
 AA6794                         *CURRENT SURVEY CONTROL
 AA6794  ___________________________________________________________________
 AA6794* NAD 83(1994)-  42 10 50.84893(N)    083 19 31.02249(W)     ADJUSTED  
 AA6794* NAVD 88     -       189.3    (meters)     621.     (feet)  GPS OBS   
 AA6794  ___________________________________________________________________
 AA6794  X           -     550,204.093 (meters)                     COMP
 AA6794  Y           -  -4,701,568.546 (meters)                     COMP
 AA6794  Z           -   4,260,609.943 (meters)                     COMP
 AA6794  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AA6794  ELLIP HEIGHT-         154.79  (meters)          (07/12/02) GPS OBS
 AA6794  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AA6794
 AA6794  HORZ ORDER  -  FIRST
 AA6794  ELLP ORDER  -  FOURTH    CLASS I
 AA6794
 AA6794.The horizontal coordinates were established by GPS observations
 AA6794.and adjusted by the National Geodetic Survey in February 1997..
 AA6794
 AA6794.The orthometric height was determined by GPS observations and a
 AA6794.high-resolution geoid model.
 AA6794
 AA6794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6794
 AA6794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6794
 AA6794.The ellipsoidal height was determined by GPS observations
 AA6794.and is referenced to NAD 83.
 AA6794
 AA6794.The geoid height was determined by GEOID03.
 AA6794
 AA6794;                    North         East     Units Scale Factor Converg.
 AA6794;SPC MI S     -    76,153.536 4,086,030.936   MT  0.99998185   +0 42 31.3
 AA6794;SPC MI S     -   249,847.56 13,405,613.31   iFT  0.99998185   +0 42 31.3
 AA6794;UTM  17      - 4,672,466.908   307,966.299   MT  1.00005377   -1 33 42.6
 AA6794
 AA6794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6794!SPC MI S     -   0.99997572  x   0.99998185  =   0.99995757
 AA6794!UTM  17      -   0.99997572  x   1.00005377  =   1.00002949
 AA6794
 AA6794                          SUPERSEDED SURVEY CONTROL
 AA6794
 AA6794  ELLIP H (02/03/97)  154.84   (m)                       GP(       ) 4 1
 AA6794  NAD 83(1986)-  42 10 50.85633(N)    083 19 31.04965(W) AD(       ) 1
 AA6794
 AA6794.Superseded values are not recommended for survey control.
 AA6794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6794.See file dsdata.txt to determine how the superseded data were derived.
 AA6794
 AA6794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0796672467(NAD 83)
 AA6794_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6794_STAMPING: 110-180 1960
 AA6794_MARK LOGO: MI-163
 AA6794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6794+STABILITY: SURFACE MOTION
 AA6794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6794+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6794
 AA6794  HISTORY     - Date     Condition        Report By
 AA6794  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6794  HISTORY     - 20030402 GOOD             INDIV
 AA6794
 AA6794                          STATION DESCRIPTION
 AA6794
 AA6794'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6794'STATION IS LOCATED APPROXIMATELY 1.0 SOUTH OF DETROIT METRO AIRPORT ON
 AA6794'PENNSYLVANIA ROAD AT MIDDLEBELT ROAD. TO REACH FROM THE INTERSECTION
 AA6794'OF INTERSTATE I-275 AND EUREKA ROAD (EXIT 15) PROCEED EAST ON EUREKA
 AA6794'3.2 MILESTO MIDDLEBELT ROAD, THENCE GO SOUTH 1 MILEON MIDDLEBELT TO
 AA6794'PENNSYLVANIA ROAD AND STATION IN THE SOUTHEAST QUADRANT. THE STATION
 AA6794'IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6794'DIAMETER CONCRETE MONUMENT SET 6 INCHES BELOW THE GROUND. CENTERLINE
 AA6794'OF PENNSYLVANIA IS N 0 W, 56.00 FEET, CENTERLINE OF MIDDLEBELT IS N 90
 AA6794'W, 56.00 FEET,  A POLE IS N 45 W, 13.22 FEET, A GUY WIRE ANCHOR IS S
 AA6794'45 E, 6.0 FEET.
 AA6794
 AA6794                          STATION RECOVERY (2003)
 AA6794
 AA6794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6810 ***********************************************************************
 AA6810  DESIGNATION -  110 220
 AA6810  PID         -  AA6810
 AA6810  STATE/COUNTY-  MI/WAYNE
 AA6810  USGS QUAD   -  FLAT ROCK (1973)
 AA6810
 AA6810                         *CURRENT SURVEY CONTROL
 AA6810  ___________________________________________________________________
 AA6810* NAD 83(1994)-  42 07 24.30713(N)    083 19 24.95287(W)     ADJUSTED  
 AA6810* NAVD 88     -       186.8    (meters)     613.     (feet)  GPS OBS   
 AA6810  ___________________________________________________________________
 AA6810  X           -     550,839.446 (meters)                     COMP
 AA6810  Y           -  -4,705,798.230 (meters)                     COMP
 AA6810  Z           -   4,255,883.488 (meters)                     COMP
 AA6810  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AA6810  ELLIP HEIGHT-         152.10  (meters)          (07/12/02) GPS OBS
 AA6810  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 AA6810
 AA6810  HORZ ORDER  -  FIRST
 AA6810  ELLP ORDER  -  FOURTH    CLASS I
 AA6810
 AA6810.The horizontal coordinates were established by GPS observations
 AA6810.and adjusted by the National Geodetic Survey in February 1997..
 AA6810
 AA6810.The orthometric height was determined by GPS observations and a
 AA6810.high-resolution geoid model.
 AA6810
 AA6810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6810
 AA6810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6810
 AA6810.The ellipsoidal height was determined by GPS observations
 AA6810.and is referenced to NAD 83.
 AA6810
 AA6810.The geoid height was determined by GEOID03.
 AA6810
 AA6810;                    North         East     Units Scale Factor Converg.
 AA6810;SPC MI S     -    69,783.079 4,086,249.162   MT  0.99999454   +0 42 35.4
 AA6810;SPC MI S     -   228,947.11 13,406,329.27   iFT  0.99999454   +0 42 35.4
 AA6810;UTM  17      - 4,666,092.388   307,932.063   MT  1.00005394   -1 33 32.3
 AA6810
 AA6810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6810!SPC MI S     -   0.99997615  x   0.99999454  =   0.99997069
 AA6810!UTM  17      -   0.99997615  x   1.00005394  =   1.00003008
 AA6810
 AA6810                          SUPERSEDED SURVEY CONTROL
 AA6810
 AA6810  ELLIP H (02/03/97)  152.13   (m)                       GP(       ) 4 1
 AA6810  NAD 83(1986)-  42 07 24.31474(N)    083 19 24.98178(W) AD(       ) 1
 AA6810
 AA6810.Superseded values are not recommended for survey control.
 AA6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6810.See file dsdata.txt to determine how the superseded data were derived.
 AA6810
 AA6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0793266092(NAD 83)
 AA6810_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6810_STAMPING: 110-220 1960
 AA6810_MARK LOGO: MI-163
 AA6810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6810+STABILITY: SURFACE MOTION
 AA6810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6810+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6810
 AA6810  HISTORY     - Date     Condition        Report By
 AA6810  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6810  HISTORY     - 20011212 GOOD             INDIV
 AA6810  HISTORY     - 20030402 GOOD             INDIV
 AA6810  HISTORY     - 20041221 GOOD             INDIV
 AA6810  HISTORY     - 20051216 GOOD             INDIV
 AA6810
 AA6810                          STATION DESCRIPTION
 AA6810
 AA6810'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6810'STATION IS LOCATED APPROXIMATELY 5 MILESSOUTH OF DETROIT METRO AIRPORT
 AA6810'ON MIDDLEBELT ROAD AT VAN HORN ROAD. TO REACH FROM THE INTERSECTION OF
 AA6810'INTERSTATE I-75 AND WEST ROAD (EXIT 32), PROCEED WEST ON WEST ROAD FOR
 AA6810'4.25 MILESTO MIDDLEBELT ROAD, THENCE GO SOUTH 1.0 MILESON MIDDLEBELT
 AA6810'TO VAN HORN ROAD AND THE STATION IN THE NORTHEAST QUADRANT. THE
 AA6810'STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6810'INCH DIAMETER CONCRETE MONUMENT. CENTERLINE OF MIDDLEBELT IS N 90 W,
 AA6810'31.0 FEET, CENTERLINE OF VAN HORN ROAD IS S 0 W, 50.0 FEET,  A 30 INCH
 AA6810'TREE IS N 30 E, 31.3 FEET.
 AA6810
 AA6810                          STATION RECOVERY (2001)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2003)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
 AA6810
 AA6810                          STATION RECOVERY (2004)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6810'RECOVERED AS DESCRIBED
 AA6810
 AA6810                          STATION RECOVERY (2005)
 AA6810
 AA6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5154 ***********************************************************************
 AA5154  DESIGNATION -  110 LYNDON
 AA5154  PID         -  AA5154
 AA5154  STATE/COUNTY-  MI/WASHTENAW
 AA5154  USGS QUAD   -  GREGORY (1996)
 AA5154
 AA5154                         *CURRENT SURVEY CONTROL
 AA5154  ___________________________________________________________________
 AA5154* NAD 83(1994)-  42 22 55.25168(N)    084 04 58.58046(W)     ADJUSTED  
 AA5154* NAVD 88     -       306.1    (meters)    1004.     (feet)  GPS OBS   
 AA5154  ___________________________________________________________________
 AA5154  X           -     486,444.982 (meters)                     COMP
 AA5154  Y           -  -4,693,561.611 (meters)                     COMP
 AA5154  Z           -   4,277,226.467 (meters)                     COMP
 AA5154  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 AA5154  ELLIP HEIGHT-         272.45  (meters)          (07/12/02) GPS OBS
 AA5154  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AA5154
 AA5154  HORZ ORDER  -  FIRST
 AA5154  ELLP ORDER  -  FOURTH    CLASS I
 AA5154
 AA5154.The horizontal coordinates were established by GPS observations
 AA5154.and adjusted by the National Geodetic Survey in February 1997..
 AA5154
 AA5154.The orthometric height was determined by GPS observations and a
 AA5154.high-resolution geoid model.
 AA5154
 AA5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5154
 AA5154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5154
 AA5154.The ellipsoidal height was determined by GPS observations
 AA5154.and is referenced to NAD 83.
 AA5154
 AA5154.The geoid height was determined by GEOID03.
 AA5154
 AA5154;                    North         East     Units Scale Factor Converg.
 AA5154;SPC MI S     -    98,011.600 4,023,364.604   MT  0.99994517   +0 11 35.1
 AA5154;SPC MI S     -   321,560.37 13,200,015.10   iFT  0.99994517   +0 11 35.1
 AA5154;UTM  16      - 4,696,314.812   740,143.363   MT  1.00030961   +1 58 02.1
 AA5154;UTM  17      - 4,696,797.266   246,199.751   MT  1.00039262   -2 04 45.2
 AA5154
 AA5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5154!SPC MI S     -   0.99995727  x   0.99994517  =   0.99990244
 AA5154!UTM  16      -   0.99995727  x   1.00030961  =   1.00026687
 AA5154!UTM  17      -   0.99995727  x   1.00039262  =   1.00034988
 AA5154
 AA5154                          SUPERSEDED SURVEY CONTROL
 AA5154
 AA5154  ELLIP H (02/03/97)  272.48   (m)                       GP(       ) 4 1
 AA5154  NAD 83(1986)-  42 22 55.25535(N)    084 04 58.60421(W) AD(       ) 1
 AA5154
 AA5154.Superseded values are not recommended for survey control.
 AA5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5154.See file dsdata.txt to determine how the superseded data were derived.
 AA5154
 AA5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4014396315(NAD 83)
 AA5154_MARKER: DD = SURVEY DISK
 AA5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5154_STAMPING: 110
 AA5154_MARK LOGO: MI-161
 AA5154_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5154+STABILITY: SURFACE MOTION
 AA5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5154+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 AA5154
 AA5154  HISTORY     - Date     Condition        Report By
 AA5154  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5154  HISTORY     - 20000913 GOOD             TETR
 AA5154
 AA5154                          STATION DESCRIPTION
 AA5154
 AA5154'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5154'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5154'APPROXIMATELY 4.5 MI (7.2 KM) NORTHWEST OF THE VILLAGE OF CHELSEA, IN
 AA5154'THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 1 SOUTH, RANGE 3 EAST,
 AA5154'LYNDON TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF M-52
 AA5154'AND THE CONRAIL RAILROAD CROSSING, IN THE VILLAGE OF CHELSEA, PROCEED
 AA5154'NORTHWEST ON M-52 FOR 4.5 MI (7.2 KM) TO THE INTERSECTION WITH NORTH
 AA5154'TERRITORIAL ROAD. CONTINUE PAST THE INTERSECTION FOR APPROXIMATELY 300
 AA5154'FT (91.4 M) TO THE STATION ON THE EAST SIDE OF M-52. THE STATION IS AN
 AA5154'ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE
 AA5154'MONUMENT, AND STAMPED "WASHTENAW COUNTY REMONUMENTATION GEODETIC
 AA5154'CONTROL 110". THE DISK IS LOCATED 11.5 FT (3.5 M) N90E OF THE EAST
 AA5154'EDGE OF THE PAVEMENT OF M-52, 76.0 FT (23.2 M) S60W OF A NAIL AND TAG
 AA5154'SET IN THE NORTH SIDE OF APOWER POLE, 54.9 FT (16.7 M) N65E OF THE
 AA5154'CENTER OF A TELEPHONE RISER, AND 92.0 FT (28.0 M) N00E OF A NAIL AND
 AA5154'TAG IN THE WEST SIDE OF TWIN 12 INCH OAKS.
 AA5154
 AA5154                          STATION RECOVERY (2000)
 AA5154
 AA5154'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 AA5154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0841 ***********************************************************************
 RL0841  DESIGNATION -  1103.6
 RL0841  PID         -  RL0841
 RL0841  STATE/COUNTY-  MI/ONTONAGON
 RL0841  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0841
 RL0841                         *CURRENT SURVEY CONTROL
 RL0841  ___________________________________________________________________
 RL0841* NAD 83(1986)-  46 41 09.     (N)    089 23 14.     (W)     SCALED    
 RL0841* NAVD 88     -       336.413  (meters)    1103.71   (feet)  ADJUSTED  
 RL0841  ___________________________________________________________________
 RL0841  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RL0841  DYNAMIC HT  -         336.446 (meters)    1103.82  (feet)  COMP
 RL0841  MODELED GRAV-     980,702.3   (mgal)                       NAVD 88
 RL0841
 RL0841  VERT ORDER  -  SECOND    CLASS 0
 RL0841
 RL0841.The horizontal coordinates were scaled from a topographic map and have
 RL0841.an estimated accuracy of +/- 6 seconds.
 RL0841
 RL0841.The orthometric height was determined by differential leveling
 RL0841.and adjusted by the National Geodetic Survey in June 1991..
 RL0841
 RL0841.The geoid height was determined by GEOID03.
 RL0841
 RL0841.The dynamic height is computed by dividing the NAVD 88
 RL0841.geopotential number by the normal gravity value computed on the
 RL0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0841.degrees latitude (g = 980.6199 gals.).
 RL0841
 RL0841.The modeled gravity was interpolated from observed gravity values.
 RL0841
 RL0841;                    North         East    Units  Estimated Accuracy
 RL0841;SPC MI N     -   214,200.    7,817,420.      MT  (+/- 180 meters Scaled)
 RL0841
 RL0841                          SUPERSEDED SURVEY CONTROL
 RL0841
 RL0841  NGVD 29 (??/??/92)  336.422  (m)         1103.74   (f) ADJ UNCH    2 0
 RL0841
 RL0841.Superseded values are not recommended for survey control.
 RL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0841.See file dsdata.txt to determine how the superseded data were derived.
 RL0841
 RL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS174730(NAD 83)
 RL0841_MARKER: Z = SEE DESCRIPTION
 RL0841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0841_SP_SET: CULVERT
 RL0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0841
 RL0841  HISTORY     - Date     Condition        Report By
 RL0841  HISTORY     - UNK      MONUMENTED       USGS
 RL0841  HISTORY     - 1948     GOOD             NGS
 RL0841  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0841  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0841  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0841
 RL0841                          STATION DESCRIPTION
 RL0841
 RL0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0841'9.8 MI N FROM MATCHWOOD.
 RL0841'ABOUT 9.85 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0841'OF STATE HIGHWAY 28 AT MATCHWOOD, AT THE JUNCTION OF A ROAD EAST
 RL0841'TO VICTORIA, 18 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 RL0841'ROAD, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 17 FEET
 RL0841'WEST OF THE WEST POST OF A FORESTRY SIGN, AND IS A PAINTED
 RL0841'SQUARE ON THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER SIDE
 RL0841'ROAD EAST.
 RL0841
 RL0841                          STATION RECOVERY (1996)
 RL0841
 RL0841'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0841'MARK NOT FOUND.
 RL0841
 RL0841                          STATION RECOVERY (2001)
 RL0841
 RL0841'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0841'MARK NOT FOUND.
 RL0841
 RL0841                          STATION RECOVERY (2004)
 RL0841
 RL0841'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0083 ***********************************************************************
 ME0083  DESIGNATION -  111 1/2
 ME0083  PID         -  ME0083
 ME0083  STATE/COUNTY-  MI/CASS
 ME0083  USGS QUAD   -  EDWARDSBURG (1981)
 ME0083
 ME0083                         *CURRENT SURVEY CONTROL
 ME0083  ___________________________________________________________________
 ME0083* NAD 83(1986)-  41 45 46.     (N)    086 06 31.     (W)     SCALED    
 ME0083* NAVD 88     -       248.416  (meters)     815.01   (feet)  ADJUSTED  
 ME0083  ___________________________________________________________________
 ME0083  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 ME0083  DYNAMIC HT  -         248.323 (meters)     814.71  (feet)  COMP
 ME0083  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 ME0083
 ME0083  VERT ORDER  -  SECOND    CLASS 0
 ME0083
 ME0083.The horizontal coordinates were scaled from a topographic map and have
 ME0083.an estimated accuracy of +/- 6 seconds.
 ME0083
 ME0083.The orthometric height was determined by differential leveling
 ME0083.and adjusted by the National Geodetic Survey in June 1991..
 ME0083
 ME0083.The geoid height was determined by GEOID03.
 ME0083
 ME0083.The dynamic height is computed by dividing the NAVD 88
 ME0083.geopotential number by the normal gravity value computed on the
 ME0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0083.degrees latitude (g = 980.6199 gals.).
 ME0083
 ME0083.The modeled gravity was interpolated from observed gravity values.
 ME0083
 ME0083;                    North         East    Units  Estimated Accuracy
 ME0083;SPC MI S     -    30,690.    3,855,140.      MT  (+/- 180 meters Scaled)
 ME0083
 ME0083                          SUPERSEDED SURVEY CONTROL
 ME0083
 ME0083  NGVD 29 (??/??/92)  248.544  (m)          815.43   (f) ADJ UNCH    2 0
 ME0083
 ME0083.Superseded values are not recommended for survey control.
 ME0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0083.See file dsdata.txt to determine how the superseded data were derived.
 ME0083
 ME0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM740238(NAD 83)
 ME0083_MARKER: DD = SURVEY DISK
 ME0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0083_STAMPING: BM 111-1/2
 ME0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0083+STABILITY: SURFACE MOTION
 ME0083
 ME0083  HISTORY     - Date     Condition        Report By
 ME0083  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0083  HISTORY     - 1934     GOOD             NGS
 ME0083  HISTORY     - 1975     GOOD             LOCSUR
 ME0083
 ME0083                          STATION DESCRIPTION
 ME0083
 ME0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0083'0.5 MI NE FROM GRANGER.
 ME0083'IN CASS COUNTY, MICHIGAN, 0.5 MILE NORTHEAST ALONG THE GRAND
 ME0083'TRUNK RAILWAY FROM THE STATION AT GRANGER, ST. JOSEPH COUNTY,
 ME0083'INDIANA, 63 FEET NORTHEAST OF A ROAD CROSSING, 30 FEET SOUTHEAST
 ME0083'OF THE EAST RAIL OF THE EAST MAIN TRACK, AND LEVEL WITH THE TOP
 ME0083'OF RAIL.  A GRAND TRUNK RAILWAY STANDARD DISK, STAMPED
 ME0083'BM 111-1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 ME0083'INCHES ABOVE GROUND.
 ME0083
 ME0083                          STATION RECOVERY (1975)
 ME0083
 ME0083'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 ME0083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0153 ***********************************************************************
 OK0153  DESIGNATION -  111 1/2
 OK0153  PID         -  OK0153
 OK0153  STATE/COUNTY-  MI/CLINTON
 OK0153  USGS QUAD   -  HUBBARDSTON (1967)
 OK0153
 OK0153                         *CURRENT SURVEY CONTROL
 OK0153  ___________________________________________________________________
 OK0153* NAD 83(1986)-  43 00 08.     (N)    084 49 14.     (W)     SCALED    
 OK0153* NAVD 88     -       221.915  (meters)     728.07   (feet)  ADJUSTED  
 OK0153  ___________________________________________________________________
 OK0153  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 OK0153  DYNAMIC HT  -         221.862 (meters)     727.89  (feet)  COMP
 OK0153  MODELED GRAV-     980,376.0   (mgal)                       NAVD 88
 OK0153
 OK0153  VERT ORDER  -  SECOND    CLASS 0
 OK0153
 OK0153.The horizontal coordinates were scaled from a topographic map and have
 OK0153.an estimated accuracy of +/- 6 seconds.
 OK0153
 OK0153.The orthometric height was determined by differential leveling
 OK0153.and adjusted by the National Geodetic Survey in June 1991..
 OK0153
 OK0153.The geoid height was determined by GEOID03.
 OK0153
 OK0153.The dynamic height is computed by dividing the NAVD 88
 OK0153.geopotential number by the normal gravity value computed on the
 OK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0153.degrees latitude (g = 980.6199 gals.).
 OK0153
 OK0153.The modeled gravity was interpolated from observed gravity values.
 OK0153
 OK0153;                    North         East    Units  Estimated Accuracy
 OK0153;SPC MI S     -   166,960.    3,962,990.      MT  (+/- 180 meters Scaled)
 OK0153
 OK0153                          SUPERSEDED SURVEY CONTROL
 OK0153
 OK0153  NGVD 29 (??/??/92)  222.053  (m)          728.52   (f) ADJ UNCH    2 0
 OK0153
 OK0153.Superseded values are not recommended for survey control.
 OK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0153.See file dsdata.txt to determine how the superseded data were derived.
 OK0153
 OK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN776633(NAD 83)
 OK0153_MARKER: Z = SEE DESCRIPTION
 OK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0153_STAMPING: BM 111 1/2
 OK0153_MARK LOGO: CGS   
 OK0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0153+STABILITY: SURFACE MOTION
 OK0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0153+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OK0153
 OK0153  HISTORY     - Date     Condition        Report By
 OK0153  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0153  HISTORY     - 1934     GOOD             NGS
 OK0153  HISTORY     - 19940902 GOOD             LOCENG
 OK0153  HISTORY     - 20020121 GOOD             INDIV
 OK0153  HISTORY     - 20051205 GOOD             INDIV
 OK0153
 OK0153                          STATION DESCRIPTION
 OK0153
 OK0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0153'1.3 MI E FROM PEWAMO.
 OK0153'IN CLINTON COUNTY, 1.3 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0153'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 46 FEET NORTH
 OK0153'OF THE NORTH RAIL, 1.8 FEET SOUTH OF A FENCE, AND 3 FEET LOWER
 OK0153'THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 111 1/2 AND
 OK0153'SET IN THE TOP OF A CONCRETE POST.
 OK0153
 OK0153                          STATION RECOVERY (1994)
 OK0153
 OK0153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0153'FOUND MARKER WITH 0.5 FT (15.2 CM) OF IT EXPOSED, 600.0 FT (182.9 M)
 OK0153'WEST OF JONES ROAD.  PLACED CARSONITE MARKER.
 OK0153
 OK0153                          STATION RECOVERY (2002)
 OK0153
 OK0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 OK0153'RECOVERED IN GOOD CONDITION.
 OK0153
 OK0153                          STATION RECOVERY (2005)
 OK0153
 OK0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BJA)
 OK0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5155 ***********************************************************************
 AA5155  DESIGNATION -  111 DEXTER
 AA5155  PID         -  AA5155
 AA5155  STATE/COUNTY-  MI/WASHTENAW
 AA5155  USGS QUAD   -  PINCKNEY (1983)
 AA5155
 AA5155                         *CURRENT SURVEY CONTROL
 AA5155  ___________________________________________________________________
 AA5155* NAD 83(1994)-  42 23 14.52436(N)    083 55 02.02430(W)     ADJUSTED  
 AA5155* NAVD 88     -       266.2    (meters)     873.     (feet)  GPS OBS   
 AA5155  ___________________________________________________________________
 AA5155  X           -     499,971.988 (meters)                     COMP
 AA5155  Y           -  -4,691,707.252 (meters)                     COMP
 AA5155  Z           -   4,277,638.922 (meters)                     COMP
 AA5155  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA5155  ELLIP HEIGHT-         232.68  (meters)          (07/12/02) GPS OBS
 AA5155  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AA5155
 AA5155  HORZ ORDER  -  FIRST
 AA5155  ELLP ORDER  -  FOURTH    CLASS I
 AA5155
 AA5155.The horizontal coordinates were established by GPS observations
 AA5155.and adjusted by the National Geodetic Survey in February 1997..
 AA5155
 AA5155.The orthometric height was determined by GPS observations and a
 AA5155.high-resolution geoid model.
 AA5155
 AA5155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5155
 AA5155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5155
 AA5155.The ellipsoidal height was determined by GPS observations
 AA5155.and is referenced to NAD 83.
 AA5155
 AA5155.The geoid height was determined by GEOID03.
 AA5155
 AA5155;                    North         East     Units Scale Factor Converg.
 AA5155;SPC MI S     -    98,665.648 4,037,007.332   MT  0.99994436   +0 18 21.1
 AA5155;SPC MI S     -   323,706.19 13,244,774.71   iFT  0.99994436   +0 18 21.1
 AA5155;UTM  17      - 4,696,909.794   259,863.229   MT  1.00030957   -1 58 03.2
 AA5155;UTM  16      - 4,697,391.279   753,764.834   MT  1.00039240   +2 04 45.6
 AA5155
 AA5155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5155!SPC MI S     -   0.99996351  x   0.99994436  =   0.99990787
 AA5155!UTM  17      -   0.99996351  x   1.00030957  =   1.00027307
 AA5155!UTM  16      -   0.99996351  x   1.00039240  =   1.00035589
 AA5155
 AA5155                          SUPERSEDED SURVEY CONTROL
 AA5155
 AA5155  ELLIP H (02/03/97)  232.72   (m)                       GP(       ) 4 1
 AA5155  NAD 83(1986)-  42 23 14.52776(N)    083 55 02.04798(W) AD(       ) 1
 AA5155
 AA5155.Superseded values are not recommended for survey control.
 AA5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5155.See file dsdata.txt to determine how the superseded data were derived.
 AA5155
 AA5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5986396910(NAD 83)
 AA5155_MARKER: DD = SURVEY DISK
 AA5155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5155_STAMPING: 111
 AA5155_MARK LOGO: MI-161
 AA5155_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5155+STABILITY: SURFACE MOTION
 AA5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5155+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1996
 AA5155
 AA5155  HISTORY     - Date     Condition        Report By
 AA5155  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5155  HISTORY     - 19961013 GOOD             OHM
 AA5155
 AA5155                          STATION DESCRIPTION
 AA5155
 AA5155'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5155'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5155'APPROXIMATELY 4.0 MI (6.4 KM) NORTH-NORTHWEST OF THE VILLAGE OF
 AA5155'DEXTER, IN THE SOUTHWEST QUARTER OF SECTION 13, TOWNSHIP 1 SOUTH,
 AA5155'RANGE 4 EAST, DEXTER TOWNSHIP. TO REACH THE STATION FROM THE
 AA5155'INTERSECTION OF DEXTER-PINCKNEY ROAD AND THE CONRAIL RAILROAD BRIDGE,
 AA5155'ON THE NORTH SIDE OF THE VILLAGE OF DEXTER, PROCEED NORTH-NORTHWEST ON
 AA5155'DEXTER-PINCKNEY ROAD FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH
 AA5155'NORTH TERRITORIAL ROAD, AND THE STATION ON THE LEFT, JUST PRIOR TO THE
 AA5155'STOP SIGN AND FLASHING LIGHT. THE STATION IS AN ALUMINUM SURVEY DISK,
 AA5155'SET IN TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED
 AA5155'"WASHTENAW COUNTY REMONUMENTATION GEODETIC CONTROL 111". THE DISK IS
 AA5155'LOCATED 41.8 FT (12.7 M) SOUTH OF THE CENTERLINE OF NORTH TERRITORIAL
 AA5155'ROAD, 57.0 FT (17.4 M) S43W OF A NAIL AND TAG SET IN THE WEST SIDE OF
 AA5155'A 16 INCH MAPLE TREE, 79.3 FT (24.2 M) S55E OF A NAIL AND TAG SET IN
 AA5155'THE SOUTH SIDE OF A 24 INCH MAPLE TREE, 73.0 FT (22.3 M) N63E OF A
 AA5155'MONUMENT BOX AT THE CENTERLINE OF THE INTERSECTION, AND 49.0 FT (14.9
 AA5155'M) S85W OF A NAIL AND TAG SET IN THE SOUTH FACE OF A POWER POLE.
 AA5155
 AA5155                          STATION RECOVERY (1996)
 AA5155
 AA5155'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1996 (KSW)
 AA5155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1396 ***********************************************************************
 RL1396  DESIGNATION -  1111.6
 RL1396  PID         -  RL1396
 RL1396  STATE/COUNTY-  MI/ONTONAGON
 RL1396  USGS QUAD   -  BERGLAND NE (1975)
 RL1396
 RL1396                         *CURRENT SURVEY CONTROL
 RL1396  ___________________________________________________________________
 RL1396* NAD 83(1986)-  46 40 17.     (N)    089 37 14.     (W)     SCALED    
 RL1396* NAVD 88     -       338.833  (meters)    1111.65   (feet)  ADJUSTED  
 RL1396  ___________________________________________________________________
 RL1396  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 RL1396  DYNAMIC HT  -         338.868 (meters)    1111.77  (feet)  COMP
 RL1396  MODELED GRAV-     980,706.9   (mgal)                       NAVD 88
 RL1396
 RL1396  VERT ORDER  -  SECOND    CLASS 0
 RL1396
 RL1396.The horizontal coordinates were scaled from a topographic map and have
 RL1396.an estimated accuracy of +/- 6 seconds.
 RL1396
 RL1396.The orthometric height was determined by differential leveling
 RL1396.and adjusted by the National Geodetic Survey in June 1991..
 RL1396
 RL1396.The geoid height was determined by GEOID03.
 RL1396
 RL1396.The dynamic height is computed by dividing the NAVD 88
 RL1396.geopotential number by the normal gravity value computed on the
 RL1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1396.degrees latitude (g = 980.6199 gals.).
 RL1396
 RL1396.The modeled gravity was interpolated from observed gravity values.
 RL1396
 RL1396;                    North         East    Units  Estimated Accuracy
 RL1396;SPC MI N     -   213,160.    7,799,520.      MT  (+/- 180 meters Scaled)
 RL1396
 RL1396                          SUPERSEDED SURVEY CONTROL
 RL1396
 RL1396  NGVD 29 (??/??/92)  338.851  (m)         1111.71   (f) ADJ UNCH    2 0
 RL1396
 RL1396.Superseded values are not recommended for survey control.
 RL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1396.See file dsdata.txt to determine how the superseded data were derived.
 RL1396
 RL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS995719(NAD 83)
 RL1396_MARKER: N = NAIL
 RL1396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1396_SP_SET: HEMLOCK TREE ROOT
 RL1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1396
 RL1396  HISTORY     - Date     Condition        Report By
 RL1396  HISTORY     - UNK      MONUMENTED       USGS
 RL1396  HISTORY     - 1948     GOOD             NGS
 RL1396
 RL1396                          STATION DESCRIPTION
 RL1396
 RL1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1396'8.1 MI NW FROM BERGLAND.
 RL1396'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1396'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 6.1 MILES NORTHWEST
 RL1396'ALONG A ROAD LEADING TO THE WHITE PINE EXTENSION MINE, AT AN
 RL1396'ABANDONED LOGGING CAMP, 85 FEET WEST OF THE SOUTHWEST CORNER
 RL1396'OF THE MOST WESTERLY BUILDING IN THE CAMP, 24 FEET NORTH OF
 RL1396'THE CENTER LINE OF THE ROAD AND SET IN THE EAST ROOT OF A 12-INCH
 RL1396'HEMLOCK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0793 ***********************************************************************
 RL0793  DESIGNATION -  1112.1
 RL0793  PID         -  RL0793
 RL0793  STATE/COUNTY-  MI/ONTONAGON
 RL0793  USGS QUAD   -  
 RL0793
 RL0793                         *CURRENT SURVEY CONTROL
 RL0793  ___________________________________________________________________
 RL0793* NAD 83(1986)-  46 33 49.     (N)    089 10 43.     (W)     SCALED    
 RL0793* NAVD 88     -       338.943  (meters)    1112.02   (feet)  ADJUSTED  
 RL0793  ___________________________________________________________________
 RL0793  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 RL0793  DYNAMIC HT  -         338.957 (meters)    1112.06  (feet)  COMP
 RL0793  MODELED GRAV-     980,645.9   (mgal)                       NAVD 88
 RL0793
 RL0793  VERT ORDER  -  SECOND    CLASS 0
 RL0793
 RL0793.The horizontal coordinates were scaled from a topographic map and have
 RL0793.an estimated accuracy of +/- 6 seconds.
 RL0793
 RL0793.The orthometric height was determined by differential leveling
 RL0793.and adjusted by the National Geodetic Survey in June 1991..
 RL0793
 RL0793.The geoid height was determined by GEOID03.
 RL0793
 RL0793.The dynamic height is computed by dividing the NAVD 88
 RL0793.geopotential number by the normal gravity value computed on the
 RL0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0793.degrees latitude (g = 980.6199 gals.).
 RL0793
 RL0793.The modeled gravity was interpolated from observed gravity values.
 RL0793
 RL0793;                    North         East    Units  Estimated Accuracy
 RL0793;SPC MI N     -   200,160.    7,833,000.      MT  (+/- 180 meters Scaled)
 RL0793
 RL0793                          SUPERSEDED SURVEY CONTROL
 RL0793
 RL0793  NGVD 29 (??/??/92)  338.963  (m)         1112.08   (f) ADJ UNCH    2 0
 RL0793
 RL0793.Superseded values are not recommended for survey control.
 RL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0793.See file dsdata.txt to determine how the superseded data were derived.
 RL0793
 RL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS330589(NAD 83)
 RL0793_MARKER: N = NAIL
 RL0793_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0793_SP_SET: TWIN OAK TREE
 RL0793_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0793
 RL0793  HISTORY     - Date     Condition        Report By
 RL0793  HISTORY     - UNK      MONUMENTED       MIDH
 RL0793  HISTORY     - 1948     GOOD             NGS
 RL0793  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0793  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0793  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0793
 RL0793                          STATION DESCRIPTION
 RL0793
 RL0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0793'2 MI N FROM BRUCES CROSSING.
 RL0793'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE
 RL0793'INTERSECTION OF STATE HIGHWAY 28 AT BRUCES CROSSING, AT AN
 RL0793'EAST-WEST CROSS ROAD, A COPPER NAIL AND WASHER SET IN THE
 RL0793'NORTHEAST ROOT OF A TWIN OAK TREE, 52 FEET WEST OF THE CENTER
 RL0793'LINE OF THE HIGHWAY, 19 FEET SOUTH OF THE CENTER LINE OF THE
 RL0793'CROSS ROAD, 16 FEET WEST OF THE SOUTH END OF A PIPE CULVERT
 RL0793'UNDER CROSS ROAD, AND ABOUT LEVEL WITH THE GROUND.
 RL0793
 RL0793                          STATION RECOVERY (1987)
 RL0793
 RL0793'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0793'MARK NOT FOUND.
 RL0793
 RL0793                          STATION RECOVERY (1996)
 RL0793
 RL0793'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0793'MARK NOT FOUND.
 RL0793
 RL0793                          STATION RECOVERY (2001)
 RL0793
 RL0793'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0793'TREE DESCRIBED IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0084 ***********************************************************************
 ME0084  DESIGNATION -  112 1/2
 ME0084  PID         -  ME0084
 ME0084  STATE/COUNTY-  MI/CASS
 ME0084  USGS QUAD   -  EDWARDSBURG (1981)
 ME0084
 ME0084                         *CURRENT SURVEY CONTROL
 ME0084  ___________________________________________________________________
 ME0084* NAD 83(1986)-  41 46 31.     (N)    086 05 54.     (W)     SCALED    
 ME0084* NAVD 88     -       250.175  (meters)     820.78   (feet)  ADJUSTED  
 ME0084  ___________________________________________________________________
 ME0084  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 ME0084  DYNAMIC HT  -         250.082 (meters)     820.48  (feet)  COMP
 ME0084  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 ME0084
 ME0084  VERT ORDER  -  SECOND    CLASS 0
 ME0084
 ME0084.The horizontal coordinates were scaled from a topographic map and have
 ME0084.an estimated accuracy of +/- 6 seconds.
 ME0084
 ME0084.The orthometric height was determined by differential leveling
 ME0084.and adjusted by the National Geodetic Survey in June 1991..
 ME0084
 ME0084.The geoid height was determined by GEOID03.
 ME0084
 ME0084.The dynamic height is computed by dividing the NAVD 88
 ME0084.geopotential number by the normal gravity value computed on the
 ME0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0084.degrees latitude (g = 980.6199 gals.).
 ME0084
 ME0084.The modeled gravity was interpolated from observed gravity values.
 ME0084
 ME0084;                    North         East    Units  Estimated Accuracy
 ME0084;SPC MI S     -    32,060.    3,856,020.      MT  (+/- 180 meters Scaled)
 ME0084
 ME0084                          SUPERSEDED SURVEY CONTROL
 ME0084
 ME0084  NGVD 29 (??/??/92)  250.303  (m)          821.20   (f) ADJ UNCH    2 0
 ME0084
 ME0084.Superseded values are not recommended for survey control.
 ME0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0084.See file dsdata.txt to determine how the superseded data were derived.
 ME0084
 ME0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM749252(NAD 83)
 ME0084_MARKER: DD = SURVEY DISK
 ME0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0084_STAMPING: BM 112-1/2
 ME0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0084+STABILITY: SURFACE MOTION
 ME0084
 ME0084  HISTORY     - Date     Condition        Report By
 ME0084  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0084  HISTORY     - 1934     GOOD             NGS
 ME0084  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0084
 ME0084                          STATION DESCRIPTION
 ME0084
 ME0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0084'1.5 MI NE FROM GRANGER.
 ME0084'IN CASS COUNTY, MICHIGAN, 1.5 MILES NORTHEAST ALONG THE GRAND
 ME0084'TRUNK RAILWAY FROM GRANGER, ST. JOSEPH COUNTY, INDIANA, 24 FEET
 ME0084'NORTHWEST OF THE WEST RAIL, 1 FOOT SOUTHEAST OF THE WEST
 ME0084'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 ME0084'A GRAND TRUNK RAILWAY STANDARD DISK, STAMPED BM 112-1/2 AND
 ME0084'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ME0084'GROUND.
 ME0084
 ME0084                          STATION RECOVERY (1977)
 ME0084
 ME0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0154 ***********************************************************************
 OK0154  DESIGNATION -  112 1/2
 OK0154  PID         -  OK0154
 OK0154  STATE/COUNTY-  MI/CLINTON
 OK0154  USGS QUAD   -  HUBBARDSTON (1967)
 OK0154
 OK0154                         *CURRENT SURVEY CONTROL
 OK0154  ___________________________________________________________________
 OK0154* NAD 83(1986)-  43 00 07.     (N)    084 50 26.     (W)     SCALED    
 OK0154* NAVD 88     -       224.602  (meters)     736.88   (feet)  ADJUSTED  
 OK0154  ___________________________________________________________________
 OK0154  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 OK0154  DYNAMIC HT  -         224.548 (meters)     736.70  (feet)  COMP
 OK0154  MODELED GRAV-     980,374.6   (mgal)                       NAVD 88
 OK0154
 OK0154  VERT ORDER  -  SECOND    CLASS 0
 OK0154
 OK0154.The horizontal coordinates were scaled from a topographic map and have
 OK0154.an estimated accuracy of +/- 6 seconds.
 OK0154
 OK0154.The orthometric height was determined by differential leveling
 OK0154.and adjusted by the National Geodetic Survey in June 1991..
 OK0154
 OK0154.The geoid height was determined by GEOID03.
 OK0154
 OK0154.The dynamic height is computed by dividing the NAVD 88
 OK0154.geopotential number by the normal gravity value computed on the
 OK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0154.degrees latitude (g = 980.6199 gals.).
 OK0154
 OK0154.The modeled gravity was interpolated from observed gravity values.
 OK0154
 OK0154;                    North         East    Units  Estimated Accuracy
 OK0154;SPC MI S     -   166,940.    3,961,360.      MT  (+/- 180 meters Scaled)
 OK0154
 OK0154                          SUPERSEDED SURVEY CONTROL
 OK0154
 OK0154  NGVD 29 (??/??/92)  224.739  (m)          737.33   (f) ADJ UNCH    2 0
 OK0154
 OK0154.Superseded values are not recommended for survey control.
 OK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0154.See file dsdata.txt to determine how the superseded data were derived.
 OK0154
 OK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN760632(NAD 83)
 OK0154_MARKER: Z = SEE DESCRIPTION
 OK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0154_STAMPING: BM 112 1/2
 OK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0154+STABILITY: SURFACE MOTION
 OK0154
 OK0154  HISTORY     - Date     Condition        Report By
 OK0154  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0154  HISTORY     - 1934     GOOD             NGS
 OK0154  HISTORY     - 19940927 MARK NOT FOUND   LOCENG
 OK0154
 OK0154                          STATION DESCRIPTION
 OK0154
 OK0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0154'0.3 MI E FROM PEWAMO.
 OK0154'IN CLINTON COUNTY, 0.3 MILE EAST ALONG THE GRAND TRUNK WESTERN
 OK0154'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, 33 FEET NORTH
 OK0154'OF THE NORTH RAIL, 1.6 FEET SOUTH OF A FENCE, AND 2.5 FEET LOWER
 OK0154'THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM 112 1/2 AND
 OK0154'SET IN THE TOP OF A CONCRETE POST.
 OK0154
 OK0154                          STATION RECOVERY (1994)
 OK0154
 OK0154'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5156 ***********************************************************************
 AA5156  DESIGNATION -  112 NORTHFIELD WEST
 AA5156  PID         -  AA5156
 AA5156  STATE/COUNTY-  MI/WASHTENAW
 AA5156  USGS QUAD   -  HAMBURG (1983)
 AA5156
 AA5156                         *CURRENT SURVEY CONTROL
 AA5156  ___________________________________________________________________
 AA5156* NAD 83(1994)-  42 23 41.95996(N)    083 45 52.86690(W)     ADJUSTED  
 AA5156* NAVD 88     -       279.9    (meters)     918.     (feet)  GPS OBS   
 AA5156  ___________________________________________________________________
 AA5156  X           -     512,400.462 (meters)                     COMP
 AA5156  Y           -  -4,689,802.157 (meters)                     COMP
 AA5156  Z           -   4,278,273.380 (meters)                     COMP
 AA5156  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AA5156  ELLIP HEIGHT-         246.34  (meters)          (07/12/02) GPS OBS
 AA5156  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA5156
 AA5156  HORZ ORDER  -  FIRST
 AA5156  ELLP ORDER  -  FOURTH    CLASS I
 AA5156
 AA5156.The horizontal coordinates were established by GPS observations
 AA5156.and adjusted by the National Geodetic Survey in February 1997..
 AA5156
 AA5156.The orthometric height was determined by GPS observations and a
 AA5156.high-resolution geoid model.
 AA5156
 AA5156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5156
 AA5156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5156
 AA5156.The ellipsoidal height was determined by GPS observations
 AA5156.and is referenced to NAD 83.
 AA5156
 AA5156.The geoid height was determined by GEOID03.
 AA5156
 AA5156;                    North         East     Units Scale Factor Converg.
 AA5156;SPC MI S     -    99,590.556 4,049,561.757   MT  0.99994322   +0 24 34.8
 AA5156;SPC MI S     -   326,740.67 13,285,963.77   iFT  0.99994322   +0 24 34.8
 AA5156;UTM  17      - 4,697,335.982   272,448.608   MT  1.00023713   -1 51 53.5
 AA5156
 AA5156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5156!SPC MI S     -   0.99996137  x   0.99994322  =   0.99990459
 AA5156!UTM  17      -   0.99996137  x   1.00023713  =   1.00019849
 AA5156
 AA5156                          SUPERSEDED SURVEY CONTROL
 AA5156
 AA5156  ELLIP H (02/03/97)  246.38   (m)                       GP(       ) 4 1
 AA5156  NAD 83(1986)-  42 23 41.96385(N)    083 45 52.89094(W) AD(       ) 1
 AA5156
 AA5156.Superseded values are not recommended for survey control.
 AA5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5156.See file dsdata.txt to determine how the superseded data were derived.
 AA5156
 AA5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7244997336(NAD 83)
 AA5156_MARKER: DD = SURVEY DISK
 AA5156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5156_STAMPING: 112
 AA5156_MARK LOGO: MI-161
 AA5156_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5156+STABILITY: SURFACE MOTION
 AA5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5156+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5156
 AA5156  HISTORY     - Date     Condition        Report By
 AA5156  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5156
 AA5156                          STATION DESCRIPTION
 AA5156
 AA5156'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5156'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW,
 AA5156'MICHIGAN,APPROXIMATELY 2.0 MI (3.2 KM) SOUTH OF WHITMORE LAKE, ON THE
 AA5156'SIX MILE ROAD OVERPASS AT U.S. 23 , IN THE NORTHEAST QUARTER OF
 AA5156'SECTION 18, TOWNSHIP 1 SOUTH, RANGE 6 EAST, NORTHFIELD TOWNSHIP. TO
 AA5156'REACH THE STATION FROM THE INTERSECTION OF U.S. 23 AND M-14,
 AA5156'APPROXIMATELY 3.5 MI (5.6 KM) NORTH OF ANN ARBOR, PROCEED NORTH ON
 AA5156'U.S. 23 FOR 5.0 MI (8.0 KM) TO THE SIX MILE ROAD INTERCHANGE. EXIT
 AA5156'U.S. 23 TO THE STOP SIGN AT THE END OF THE EXIT RAMP, AND THE
 AA5156'INTERSECTION WITH SIX MILE ROAD. TURN LEFT AND PROCEED WEST ON THE
 AA5156'OVERPASS ROAD TO THE STATION ON THE RIGHT, JUST PAST THE BRIDGE. THE
 AA5156'STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE
 AA5156'CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY REMONUMENTATION
 AA5156'GEODETIC CONTROL 112". THE DISK IS LOCATED ON THE NORTH SIDE OF SIX
 AA5156'MILE ROAD, JUST WEST OF THE ONTERSTATE OVERPASS GUARDRAIL, AND
 AA5156'APPROXIMATELY 6.0 FT (1.8 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT
 AA5156'OF THE SIX MILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3838 ***********************************************************************
 AA3838  DESIGNATION -  11200
 AA3838  PID         -  AA3838
 AA3838  STATE/COUNTY-  MI/BERRIEN
 AA3838  USGS QUAD   -  COLOMA (1978)
 AA3838
 AA3838                         *CURRENT SURVEY CONTROL
 AA3838  ___________________________________________________________________
 AA3838* NAD 83(1994)-  42 10 38.51139(N)    086 16 57.79349(W)     ADJUSTED  
 AA3838* NAVD 88     -       227.0    (meters)     745.     (feet)  GPS OBS   
 AA3838  ___________________________________________________________________
 AA3838  X           -     306,916.598 (meters)                     COMP
 AA3838  Y           -  -4,723,977.613 (meters)                     COMP
 AA3838  Z           -   4,260,353.771 (meters)                     COMP
 AA3838  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 AA3838  ELLIP HEIGHT-         193.41  (meters)          (07/17/02) GPS OBS
 AA3838  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA3838
 AA3838  HORZ ORDER  -  FIRST
 AA3838  ELLP ORDER  -  FOURTH    CLASS I
 AA3838
 AA3838.The horizontal coordinates were established by GPS observations
 AA3838.and adjusted by the National Geodetic Survey in February 1997..
 AA3838
 AA3838.The orthometric height was determined by GPS observations and a
 AA3838.high-resolution geoid model.
 AA3838
 AA3838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3838
 AA3838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3838
 AA3838.The ellipsoidal height was determined by GPS observations
 AA3838.and is referenced to NAD 83.
 AA3838
 AA3838.The geoid height was determined by GEOID03.
 AA3838
 AA3838;                    North         East     Units Scale Factor Converg.
 AA3838;SPC MI S     -    77,042.041 3,841,711.504   MT  0.99998258   -1 18 14.2
 AA3838;SPC MI S     -   252,762.60 12,604,040.37   iFT  0.99998258   -1 18 14.2
 AA3838;UTM  16      - 4,669,718.054   559,238.299   MT  0.99964318   +0 28 53.8
 AA3838
 AA3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3838!SPC MI S     -   0.99996967  x   0.99998258  =   0.99995225
 AA3838!UTM  16      -   0.99996967  x   0.99964318  =   0.99961286
 AA3838
 AA3838                          SUPERSEDED SURVEY CONTROL
 AA3838
 AA3838  ELLIP H (02/03/97)  193.44   (m)                       GP(       ) 4 1
 AA3838  NAD 83(1994)-  42 10 38.51281(N)    086 16 57.80364(W) AD(       ) 1
 AA3838
 AA3838.Superseded values are not recommended for survey control.
 AA3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3838.See file dsdata.txt to determine how the superseded data were derived.
 AA3838
 AA3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5923869718(NAD 83)
 AA3838_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3838_SP_SET: CONCRETE POST
 AA3838_STAMPING: 11200 1991
 AA3838_MARK LOGO: MIDT  
 AA3838_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3838+STABILITY: SURFACE MOTION
 AA3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3838+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA3838
 AA3838  HISTORY     - Date     Condition        Report By
 AA3838  HISTORY     - 1991     MONUMENTED       MIDT
 AA3838
 AA3838                          STATION DESCRIPTION
 AA3838
 AA3838'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3838'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHWEST 1/4,
 AA3838'SECTION 27, T-3-S, R-17-W, WATERVLIET TOWNSHIP AND ON THE COLOMA
 AA3838'QUADRANGLE MAP.  IT IS ABOUT 18 MILES (29.0 KM) NORTHWEST FROM
 AA3838'DECATUR, 8-1/4 MILES NORTHEAST FRON BENTON HARBOR, 1-1/2 MILES
 AA3838'SOUTHEAST FROM COLOMA AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY.
 AA3838'TO REACH FROM THE INTERSTATE HIGHWAY I-94 AND STATE HIGHWAY M-140
 AA3838'INTERCHANGE, EXIT 41 AT THE SOUTH SIDE OF WATERVLIET, GO WEST ON I-94
 AA3838'FOR 1.06 MILES (1.71 KM) TO STATION ON RIGHT, ABOUT 250 FEET (76.2 M)
 AA3838'WEST OF HIGHWAY BRIDGE OVER HENNESSY ROAD. STATION IS SET FLUSH WITH
 AA3838'GROUND  IT IS 63.0 FT (19.2 M) NORTH FROM CENTERLINE OF WESTBOUND
 AA3838'ROADWAY, 39.0 FT (11.9 M) SOUTH FROM RIGHT-OF-WAY FENCE, 32.2 FT (9.8
 AA3838'M) SOUTHWEST FROM ELM TREE AND 2.5 FT (0.8 M) WEST FROM METAL WITNESS
 AA3838'POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3839 ***********************************************************************
 AA3839  DESIGNATION -  11201
 AA3839  PID         -  AA3839
 AA3839  STATE/COUNTY-  MI/BERRIEN
 AA3839  USGS QUAD   -  COLOMA (1978)
 AA3839
 AA3839                         *CURRENT SURVEY CONTROL
 AA3839  ___________________________________________________________________
 AA3839* NAD 83(1994)-  42 10 30.23614(N)    086 18 41.26381(W)     ADJUSTED  
 AA3839* NAVD 88     -       208.3    (meters)     683.     (feet)  GPS OBS   
 AA3839  ___________________________________________________________________
 AA3839  X           -     304,556.968 (meters)                     COMP
 AA3839  Y           -  -4,724,288.202 (meters)                     COMP
 AA3839  Z           -   4,260,151.963 (meters)                     COMP
 AA3839  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 AA3839  ELLIP HEIGHT-         174.67  (meters)          (07/17/02) GPS OBS
 AA3839  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AA3839
 AA3839  HORZ ORDER  -  FIRST
 AA3839  ELLP ORDER  -  FOURTH    CLASS I
 AA3839
 AA3839.The horizontal coordinates were established by GPS observations
 AA3839.and adjusted by the National Geodetic Survey in February 1997..
 AA3839
 AA3839.The orthometric height was determined by GPS observations and a
 AA3839.high-resolution geoid model.
 AA3839
 AA3839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3839
 AA3839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3839
 AA3839.The ellipsoidal height was determined by GPS observations
 AA3839.and is referenced to NAD 83.
 AA3839
 AA3839.The geoid height was determined by GEOID03.
 AA3839
 AA3839;                    North         East     Units Scale Factor Converg.
 AA3839;SPC MI S     -    76,841.225 3,839,331.620   MT  0.99998307   -1 19 24.6
 AA3839;SPC MI S     -   252,103.76 12,596,232.35   iFT  0.99998307   -1 19 24.6
 AA3839;UTM  16      - 4,669,443.271   556,866.638   MT  0.99963979   +0 27 44.3
 AA3839
 AA3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3839!SPC MI S     -   0.99997261  x   0.99998307  =   0.99995568
 AA3839!UTM  16      -   0.99997261  x   0.99963979  =   0.99961241
 AA3839
 AA3839                          SUPERSEDED SURVEY CONTROL
 AA3839
 AA3839  ELLIP H (02/03/97)  174.69   (m)                       GP(       ) 4 1
 AA3839  NAD 83(1994)-  42 10 30.23755(N)    086 18 41.27395(W) AD(       ) 1
 AA3839
 AA3839.Superseded values are not recommended for survey control.
 AA3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3839.See file dsdata.txt to determine how the superseded data were derived.
 AA3839
 AA3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5686769443(NAD 83)
 AA3839_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3839_SP_SET: CONCRETE POST
 AA3839_STAMPING: 11201 1991
 AA3839_MARK LOGO: MIDT  
 AA3839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3839+STABILITY: SURFACE MOTION
 AA3839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3839+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA3839
 AA3839  HISTORY     - Date     Condition        Report By
 AA3839  HISTORY     - 1991     MONUMENTED       MIDT
 AA3839
 AA3839                          STATION DESCRIPTION
 AA3839
 AA3839'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3839'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHWEST 1/4,
 AA3839'SECTION 29, T-3-S, R-17-W, WATERVLIET TOWNSHIP AND ON THE COLOMA
 AA3839'QUADRANGLE MAP.  IT IS ABOUT 10-1/2 MILES NORTHEAST FROM BENTON
 AA3839'HARBOR, 3 MILES (4.8 KM) SOUTHWEST FROM WATERVLIET, 3/4 MILE SOUTHWEST
 AA3839'FROM COLOMA AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY. TO REACH
 AA3839'FROM THE INTERSTATE HIGHWAY I-94 AND FRIDAY ROAD INTERCHANGE, EXIT 39
 AA3839'AT THE SOUTH SIDE OF COLOMA, GO WEST 0.3 MILES (0.5 KM) TO STATION ON
 AA3839'THE RIGHT. STATION IS SET FLUSH WITH THE GROUND.  IT IS 67.0 FT (20.4
 AA3839'M) SOUTHEAST FROM RIGHT-OF-WAY FENCE, 43.2 FT (13.2 M) SOUTHWEST FROM
 AA3839'DELINEATOR POST, 36.8 FT (11.2 M) NORTHWEST FROM THE CENTERLINE OF
 AA3839'WESTBOUND ROADWAY AND 8.0 FT (2.4 M) SOUTHEAST FROM METAL WITNESS POST
 AA3839'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3840 ***********************************************************************
 AA3840  DESIGNATION -  11202
 AA3840  PID         -  AA3840
 AA3840  STATE/COUNTY-  MI/BERRIEN
 AA3840  USGS QUAD   -  BENTON HARBOR (1980)
 AA3840
 AA3840                         *CURRENT SURVEY CONTROL
 AA3840  ___________________________________________________________________
 AA3840* NAD 83(1994)-  42 03 58.04702(N)    086 26 24.51260(W)     ADJUSTED  
 AA3840* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 AA3840  ___________________________________________________________________
 AA3840  X           -     294,449.160 (meters)                     COMP
 AA3840  Y           -  -4,733,048.849 (meters)                     COMP
 AA3840  Z           -   4,251,165.434 (meters)                     COMP
 AA3840  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AA3840  ELLIP HEIGHT-         158.63  (meters)          (07/17/02) GPS OBS
 AA3840  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 AA3840
 AA3840  HORZ ORDER  -  FIRST
 AA3840  ELLP ORDER  -  FOURTH    CLASS I
 AA3840
 AA3840.The horizontal coordinates were established by GPS observations
 AA3840.and adjusted by the National Geodetic Survey in February 1997..
 AA3840
 AA3840.The orthometric height was determined by GPS observations and a
 AA3840.high-resolution geoid model.
 AA3840
 AA3840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3840
 AA3840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3840
 AA3840.The ellipsoidal height was determined by GPS observations
 AA3840.and is referenced to NAD 83.
 AA3840
 AA3840.The geoid height was determined by GEOID03.
 AA3840
 AA3840;                    North         East     Units Scale Factor Converg.
 AA3840;SPC MI S     -    64,997.902 3,828,404.865   MT  1.00000819   -1 24 39.8
 AA3840;SPC MI S     -   213,247.71 12,560,383.42   iFT  1.00000819   -1 24 39.8
 AA3840;UTM  16      - 4,657,269.576   546,318.119   MT  0.99962640   +0 22 30.4
 AA3840
 AA3840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3840!SPC MI S     -   0.99997512  x   1.00000819  =   0.99998331
 AA3840!UTM  16      -   0.99997512  x   0.99962640  =   0.99960153
 AA3840
 AA3840                          SUPERSEDED SURVEY CONTROL
 AA3840
 AA3840  ELLIP H (02/03/97)  158.66   (m)                       GP(       ) 4 1
 AA3840  NAD 83(1994)-  42 03 58.04864(N)    086 26 24.52253(W) AD(       ) 1
 AA3840
 AA3840.Superseded values are not recommended for survey control.
 AA3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3840.See file dsdata.txt to determine how the superseded data were derived.
 AA3840
 AA3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4631857270(NAD 83)
 AA3840_MARKER: DD = SURVEY DISK
 AA3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3840_SP_SET: CONCRETE POST
 AA3840_STAMPING: 11202 1992
 AA3840_MARK LOGO: MIDT  
 AA3840_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3840+STABILITY: SURFACE MOTION
 AA3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3840+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3840
 AA3840  HISTORY     - Date     Condition        Report By
 AA3840  HISTORY     - 1992     MONUMENTED       MIDT
 AA3840
 AA3840                          STATION DESCRIPTION
 AA3840
 AA3840'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3840'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3840'SECTION 6, T-5-S, R-18-W, SODUS TOWNSHIP AND ON THE BENTON HARBOR
 AA3840'QUADRANGLE MAP.  IT IS ABOUT 5-1/2 MILES NORTHEAST FROM STEVENSVILLE,
 AA3840'3-1/2 MILES SOUTHEAST FROM ST. JOSEPH, 1-1/2 MILES NORTH FROM
 AA3840'SCOTTDALE AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF
 AA3840'INTERSTATE HIGHWAY 94, EXIT 27 WITH NILES AVE WHICH IS ALSO STATE
 AA3840'HIGHWAY 63, AND WAS OLD U.S. HIGHWAY 33, AT THE SOUTHEAST SIDE OF
 AA3840'BENTON ARBOR, GO EAST ON I-94 FOR 1.1 MI (1.8 KM) TO I-94 MILE MARKER
 AA3840'SIGN 28 AND THE STATION ON RIGHT. STATION IS 145.2 FT (44.3 M) EAST
 AA3840'FROM MILE MARKER 28 SIGN, 38 FT (11.6 M) NORTH 30 DEGREES WEST FROM A
 AA3840'RIGHT-OF-WAY FENCE, 43.7 FT (13.3 M) SOUTH 30 DEGREES EAST FROM EDGE
 AA3840'OF EAST BOUND BIT PAVEMENT AND 1.6 FT (0.5 M) WEST FROM A METAL
 AA3840'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3841 ***********************************************************************
 AA3841  DESIGNATION -  11203
 AA3841  PID         -  AA3841
 AA3841  STATE/COUNTY-  MI/BERRIEN
 AA3841  USGS QUAD   -  BENTON HARBOR (1980)
 AA3841
 AA3841                         *CURRENT SURVEY CONTROL
 AA3841  ___________________________________________________________________
 AA3841* NAD 83(1994)-  42 03 28.70928(N)    086 27 33.89534(W)     ADJUSTED  
 AA3841* NAVD 88     -       200.4    (meters)     657.     (feet)  GPS OBS   
 AA3841  ___________________________________________________________________
 AA3841  X           -     292,894.868 (meters)                     COMP
 AA3841  Y           -  -4,733,758.771 (meters)                     COMP
 AA3841  Z           -   4,250,498.693 (meters)                     COMP
 AA3841  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AA3841  ELLIP HEIGHT-         166.55  (meters)          (07/17/02) GPS OBS
 AA3841  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 AA3841
 AA3841  HORZ ORDER  -  FIRST
 AA3841  ELLP ORDER  -  FOURTH    CLASS I
 AA3841
 AA3841.The horizontal coordinates were established by GPS observations
 AA3841.and adjusted by the National Geodetic Survey in February 1997..
 AA3841
 AA3841.The orthometric height was determined by GPS observations and a
 AA3841.high-resolution geoid model.
 AA3841
 AA3841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3841
 AA3841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3841
 AA3841.The ellipsoidal height was determined by GPS observations
 AA3841.and is referenced to NAD 83.
 AA3841
 AA3841.The geoid height was determined by GEOID03.
 AA3841
 AA3841;                    North         East     Units Scale Factor Converg.
 AA3841;SPC MI S     -    64,132.449 3,826,787.715   MT  1.00001021   -1 25 27.0
 AA3841;SPC MI S     -   210,408.30 12,555,077.81   iFT  1.00001021   -1 25 27.0
 AA3841;UTM  16      - 4,656,354.487   544,729.342   MT  0.99962462   +0 21 43.7
 AA3841
 AA3841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3841!SPC MI S     -   0.99997388  x   1.00001021  =   0.99998409
 AA3841!UTM  16      -   0.99997388  x   0.99962462  =   0.99959851
 AA3841
 AA3841                          SUPERSEDED SURVEY CONTROL
 AA3841
 AA3841  ELLIP H (02/03/97)  166.58   (m)                       GP(       ) 4 1
 AA3841  NAD 83(1994)-  42 03 28.71090(N)    086 27 33.90527(W) AD(       ) 1
 AA3841
 AA3841.Superseded values are not recommended for survey control.
 AA3841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3841.See file dsdata.txt to determine how the superseded data were derived.
 AA3841
 AA3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4472956354(NAD 83)
 AA3841_MARKER: DD = SURVEY DISK
 AA3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3841_SP_SET: CONCRETE POST
 AA3841_STAMPING: 11203 1992
 AA3841_MARK LOGO: MIDT  
 AA3841_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3841+STABILITY: SURFACE MOTION
 AA3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3841+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3841
 AA3841  HISTORY     - Date     Condition        Report By
 AA3841  HISTORY     - 1992     MONUMENTED       MIDT
 AA3841
 AA3841                          STATION DESCRIPTION
 AA3841
 AA3841'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3841'STATION IS LOCATED IN QUAD. 420862.  IT IS IN THE NORTHEAST 1/4 OF
 AA3841'SECTION 12, T-5-S, R-19-W, LINCOLN TOWNSHIP AND ON THE BENTON HARBOR
 AA3841'QUADRANGLE MAP.  IT IS 4-1/2 MILES NORTHEAST FROM STEVENSVILLE, 3-1/2
 AA3841'MILES SOUTHEAST FROM ST. JOSEPH, 1-1/4 MILES NORTHWEST FROM SCOTTDALE
 AA3841'AND ON HIGHWAY RIGHT-OF-WAY. THE STATION IS IN THE SOUTHWEST QUADRANT
 AA3841'OF THE EAST BOUND ENTRANCE RAMP TO INTERSTATE HIGHWAY 94, AT THE
 AA3841'JUNCTION OF INTERSTATE HIGHWAY 94 AND NILES AVE (STATE HIGHWAY 63,
 AA3841'(OLD U.S. HIGHWAY 33), EXIT 27 AT THE SOUTHEAST SIDE OF BENTON HARBOR.
 AA3841'IT IS 77 FT (23.5 M) SOUTH FROM THE SOUTH EDGE OF CONCRETE OF EAST
 AA3841'BOUND LANES OF I-94, 52.5 FT (16.0 M) NORTHWEST FROM THE NORTHWEST
 AA3841'EDGE OF CONCRETE OF THE I-94 ENTRANCE RAMP AND 1.7 FT (0.5 M) SOUTH
 AA3841'FROM A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3842 ***********************************************************************
 AA3842  DESIGNATION -  11204
 AA3842  PID         -  AA3842
 AA3842  STATE/COUNTY-  MI/BERRIEN
 AA3842  USGS QUAD   -  STEVENSVILLE (1970)
 AA3842
 AA3842                         *CURRENT SURVEY CONTROL
 AA3842  ___________________________________________________________________
 AA3842* NAD 83(1994)-  42 01 55.83388(N)    086 30 42.34652(W)     ADJUSTED  
 AA3842* NAVD 88     -       200.9    (meters)     659.     (feet)  GPS OBS   
 AA3842  ___________________________________________________________________
 AA3842  X           -     288,686.601 (meters)                     COMP
 AA3842  Y           -  -4,735,940.391 (meters)                     COMP
 AA3842  Z           -   4,248,370.960 (meters)                     COMP
 AA3842  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AA3842  ELLIP HEIGHT-         167.07  (meters)          (07/17/02) GPS OBS
 AA3842  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 AA3842
 AA3842  HORZ ORDER  -  FIRST
 AA3842  ELLP ORDER  -  FOURTH    CLASS I
 AA3842
 AA3842.The horizontal coordinates were established by GPS observations
 AA3842.and adjusted by the National Geodetic Survey in February 1997..
 AA3842
 AA3842.The orthometric height was determined by GPS observations and a
 AA3842.high-resolution geoid model.
 AA3842
 AA3842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3842
 AA3842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3842
 AA3842.The ellipsoidal height was determined by GPS observations
 AA3842.and is referenced to NAD 83.
 AA3842
 AA3842.The geoid height was determined by GEOID03.
 AA3842
 AA3842;                    North         East     Units Scale Factor Converg.
 AA3842;SPC MI S     -    61,376.811 3,822,382.945   MT  1.00001675   -1 27 35.3
 AA3842;SPC MI S     -   201,367.49 12,540,626.46   iFT  1.00001675   -1 27 35.3
 AA3842;UTM  16      - 4,653,464.000   540,414.309   MT  0.99962010   +0 19 36.8
 AA3842
 AA3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3842!SPC MI S     -   0.99997380  x   1.00001675  =   0.99999055
 AA3842!UTM  16      -   0.99997380  x   0.99962010  =   0.99959391
 AA3842
 AA3842                          SUPERSEDED SURVEY CONTROL
 AA3842
 AA3842  ELLIP H (02/03/97)  167.10   (m)                       GP(       ) 4 1
 AA3842  NAD 83(1986)-  42 01 55.83549(N)    086 30 42.35644(W) AD(       ) 1
 AA3842
 AA3842.Superseded values are not recommended for survey control.
 AA3842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3842.See file dsdata.txt to determine how the superseded data were derived.
 AA3842
 AA3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4041453464(NAD 83)
 AA3842_MARKER: DD = SURVEY DISK
 AA3842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3842_SP_SET: CONCRETE POST
 AA3842_STAMPING: 11204 1992
 AA3842_MARK LOGO: MIDT  
 AA3842_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3842+STABILITY: SURFACE MOTION
 AA3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3842+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3842
 AA3842  HISTORY     - Date     Condition        Report By
 AA3842  HISTORY     - 1992     MONUMENTED       MIDT
 AA3842
 AA3842                          STATION DESCRIPTION
 AA3842
 AA3842'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3842'STATION IS LOCATED IN QUAD. 420863.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3842'SECTION 16, T-5-S, R-18-W, LINCOLN TOWNSHIP AND ON THE STEVENSVILLE
 AA3842'QUADRANGLE MAP.  IT IS ABOUT 3-1/2 MILES SOUTHEAST FROM ST JOSEPH, 4
 AA3842'MILES (6.4 KM) WEST FROM SCOTTDALE, 1 MILE (1.6 KM) NORTHERLY FROM
 AA3842'STEVENSVILLE AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE JUNCTION
 AA3842'OF INTERSTATE HIGHWAY 94 AND RED ARROW HIGHWAY (BUSINESS LOOP 94)
 AA3842'INTERCHANGE (EXIT 23), GO EAST BOUND ON INTERSTATE HIGHWAY 94 ENTRANCE
 AA3842'RAMP FOR 0.3 MI (0.5 KM) TO STATION ON LEFT IN THE SOUTHEAST QUADRANT
 AA3842'OF INTERCHANGE. STATION IS SET FLUSH WITH THE GROUND.  IT IS 44 FT
 AA3842'(13.4 M) SOUTHWEST FROM A HIGHWAY MERGE SYMBOL SIGN, 30.5 FT (9.3 M)
 AA3842'SOUTH FROM THE SOUTH EDGE OF CONCRETE OF EAST BOUND LANE OF INTERSTATE
 AA3842'HIGHWAY 94, 19 FT (5.8 M) NORTHWEST FROM THE NORTHWEST EDGE OF
 AA3842'CONCRETE OF THE ENTRANCE RAMP AND 1.8 FT (0.5 M) SOUTHWEST FROM A
 AA3842'METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3843 ***********************************************************************
 AA3843  DESIGNATION -  11205
 AA3843  PID         -  AA3843
 AA3843  STATE/COUNTY-  MI/BERRIEN
 AA3843  USGS QUAD   -  STEVENSVILLE (1970)
 AA3843
 AA3843                         *CURRENT SURVEY CONTROL
 AA3843  ___________________________________________________________________
 AA3843* NAD 83(1994)-  42 01 29.84355(N)    086 31 33.76354(W)     ADJUSTED  
 AA3843* NAVD 88     -       200.1    (meters)     656.     (feet)  GPS OBS   
 AA3843  ___________________________________________________________________
 AA3843  X           -     287,538.524 (meters)                     COMP
 AA3843  Y           -  -4,736,547.433 (meters)                     COMP
 AA3843  Z           -   4,247,774.674 (meters)                     COMP
 AA3843  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA3843  ELLIP HEIGHT-         166.16  (meters)          (07/17/02) GPS OBS
 AA3843  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AA3843
 AA3843  HORZ ORDER  -  FIRST
 AA3843  ELLP ORDER  -  FOURTH    CLASS I
 AA3843
 AA3843.The horizontal coordinates were established by GPS observations
 AA3843.and adjusted by the National Geodetic Survey in February 1997..
 AA3843
 AA3843.The orthometric height was determined by GPS observations and a
 AA3843.high-resolution geoid model.
 AA3843
 AA3843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3843
 AA3843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3843
 AA3843.The ellipsoidal height was determined by GPS observations
 AA3843.and is referenced to NAD 83.
 AA3843
 AA3843.The geoid height was determined by GEOID03.
 AA3843
 AA3843;                    North         East     Units Scale Factor Converg.
 AA3843;SPC MI S     -    60,605.391 3,821,180.026   MT  1.00001861   -1 28 10.3
 AA3843;SPC MI S     -   198,836.58 12,536,679.88   iFT  1.00001861   -1 28 10.3
 AA3843;UTM  16      - 4,652,655.770   539,236.497   MT  0.99961894   +0 19 02.3
 AA3843
 AA3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3843!SPC MI S     -   0.99997394  x   1.00001861  =   0.99999255
 AA3843!UTM  16      -   0.99997394  x   0.99961894  =   0.99959289
 AA3843
 AA3843                          SUPERSEDED SURVEY CONTROL
 AA3843
 AA3843  ELLIP H (02/03/97)  166.20   (m)                       GP(       ) 4 1
 AA3843  NAD 83(1986)-  42 01 29.84516(N)    086 31 33.77346(W) AD(       ) 1
 AA3843
 AA3843.Superseded values are not recommended for survey control.
 AA3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3843.See file dsdata.txt to determine how the superseded data were derived.
 AA3843
 AA3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3923652656(NAD 83)
 AA3843_MARKER: DD = SURVEY DISK
 AA3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3843_SP_SET: CONCRETE POST
 AA3843_STAMPING: 11205 1992
 AA3843_MARK LOGO: MIDT  
 AA3843_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3843+STABILITY: SURFACE MOTION
 AA3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3843+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3843
 AA3843  HISTORY     - Date     Condition        Report By
 AA3843  HISTORY     - 1992     MONUMENTED       MIDT
 AA3843
 AA3843                          STATION DESCRIPTION
 AA3843
 AA3843'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PHW)
 AA3843'STATION IS LOCATED IN QUAD. 420863.  IT IS IN THE NORTHWEST 1/4 OF
 AA3843'SECTION 21, T-5-S, R-18-W, LINCOLN TOWNSHIP AND ON THE STEVENSVILLE
 AA3843'QUADRANGLE MAP.  IT IS ABOUT 4 MILES (6.4 KM) SOUTH-SOUTHWEST FROM ST
 AA3843'JOSEPH, 4-1/2 MILES WEST FROM SCOTTDALE, 3/4 MILES NORTHERLY FROM
 AA3843'STEVENSVILLE AND ON THE HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE
 AA3843'JUNCTION OF INTERSTATE HIGHWAY 94 AND RED ARROW HIGHWAY (BUSINESS LOOP
 AA3843'94),(EXIT 23) GO WESTERLY ON INTERSTATE HIGHWAY 94 FOR 0.8 MI (1.3 KM)
 AA3843'TO STATION ON RIGHT. STATION IS A SET FLUSH WITH THE GROUND.  IT IS
 AA3843'400 FT (121.9 M) WEST FROM EXIT 22 (JOHN BEERS RD 1 MILE) SIGN, 70 FT
 AA3843'(21.3 M) EAST FROM BRIDGE MAYBE ICY SIGN, 12.4 FT (3.8 M) NORTH FROM
 AA3843'THE NORTH EDGE OF CONCRETE OF THE WEST BOUND LANES OF INTERSTATE
 AA3843'HIGHWAY 94, 4.6 FT (1.4 M) SOUTH-SOUTHEAST FROM A METAL WITNESS POST
 AA3843'WITH SIGN, AND 4 FT (1.2 M) SOUTH-SOUTHEAST FROM A METAL GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3844 ***********************************************************************
 AA3844  DESIGNATION -  11206
 AA3844  PID         -  AA3844
 AA3844  STATE/COUNTY-  MI/BERRIEN
 AA3844  USGS QUAD   -  COLOMA (1978)
 AA3844
 AA3844                         *CURRENT SURVEY CONTROL
 AA3844  ___________________________________________________________________
 AA3844* NAD 83(1994)-  42 07 57.25421(N)    086 22 13.58596(W)     ADJUSTED  
 AA3844* NAVD 88     -       211.5    (meters)     694.     (feet)  GPS OBS   
 AA3844  ___________________________________________________________________
 AA3844  X           -     299,894.475 (meters)                     COMP
 AA3844  Y           -  -4,727,763.090 (meters)                     COMP
 AA3844  Z           -   4,256,654.691 (meters)                     COMP
 AA3844  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AA3844  ELLIP HEIGHT-         177.82  (meters)          (07/17/02) GPS OBS
 AA3844  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA3844
 AA3844  HORZ ORDER  -  FIRST
 AA3844  ELLP ORDER  -  FOURTH    CLASS I
 AA3844
 AA3844.The horizontal coordinates were established by GPS observations
 AA3844.and adjusted by the National Geodetic Survey in February 1997..
 AA3844
 AA3844.The orthometric height was determined by GPS observations and a
 AA3844.high-resolution geoid model.
 AA3844
 AA3844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3844
 AA3844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3844
 AA3844.The ellipsoidal height was determined by GPS observations
 AA3844.and is referenced to NAD 83.
 AA3844
 AA3844.The geoid height was determined by GEOID03.
 AA3844
 AA3844;                    North         East     Units Scale Factor Converg.
 AA3844;SPC MI S     -    72,236.693 3,834,347.728   MT  0.99999245   -1 21 49.1
 AA3844;SPC MI S     -   236,997.02 12,579,881.00   iFT  0.99999245   -1 21 49.1
 AA3844;UTM  16      - 4,664,687.326   552,030.363   MT  0.99963331   +0 25 20.5
 AA3844
 AA3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3844!SPC MI S     -   0.99997211  x   0.99999245  =   0.99996456
 AA3844!UTM  16      -   0.99997211  x   0.99963331  =   0.99960543
 AA3844
 AA3844                          SUPERSEDED SURVEY CONTROL
 AA3844
 AA3844  ELLIP H (02/03/97)  177.85   (m)                       GP(       ) 4 1
 AA3844  NAD 83(1994)-  42 07 57.25573(N)    086 22 13.59608(W) AD(       ) 1
 AA3844
 AA3844.Superseded values are not recommended for survey control.
 AA3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3844.See file dsdata.txt to determine how the superseded data were derived.
 AA3844
 AA3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5203064687(NAD 83)
 AA3844_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3844_STAMPING: 11206 1993
 AA3844_MARK LOGO: MIDT  
 AA3844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3844+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3844
 AA3844  HISTORY     - Date     Condition        Report By
 AA3844  HISTORY     - 1993     MONUMENTED       MIDT
 AA3844
 AA3844                          STATION DESCRIPTION
 AA3844
 AA3844'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3844'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 AA3844'IN THE SOUTHWEST 1/4 OF SECTION 11, T-4-S, R-18-W, BENTON TOWNSHIP.
 AA3844'ABOUT 7 MILES SOUTHWEST OF WATERVLIET, 5 MILES SOUTHWEST OF COLOMA AND
 AA3844'4.5 MILES NORTHEAST OF BENTON HARBOR. IT IS ON INTERSTATE HIGHWAY 196
 AA3844'RIGHT-OF-WAY. TO REACH FROM THE BRIDGE AT THE INTERCHANGE OF
 AA3844'INTERSTATE HIGHWAY 94 AND BUSINESS ROUTE 94, ABOUT 3 MILES EAST FROM
 AA3844'BENTON HARBOR, GO NORTHEAST ALONG EAST BOUND INTERSTATE HIGHWAY 94 FOR
 AA3844'1.4 MILES TO THE STATION ON THE RIGHT (ABOUT 0.2 MILE SOUTHWEST FROM
 AA3844'INTERSTATE HIGHWAY 196 MEDIAN AT BRIDGES OVER INTERSTATE HIGHWAY 94)
 AA3844'AS DESCRIBED. STATION IS 126 FEET SOUTHWEST FROM SOUTH LEG OF
 AA3844'ADOPT-A-HIGHWAY SIGN, 66.5 FEET WEST FROM .2 FOOT DIAMETER JUNIPER
 AA3844'TREE, 25.0 FEET SOUTHEAST FROM THE SOUTHEAST EDGE OF THE PAVED
 AA3844'SHOULDER OF EASTBOUND INTERSTATE HIGHWAY 94, 14.4 FEET SOUTHEAST FROM
 AA3844'MILE POST 34 ON EASTBOUND INTERSTATE HIGHWAY 94 AND 3.0 FEET SOUTH
 AA3844'FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3845 ***********************************************************************
 AA3845  DESIGNATION -  11207
 AA3845  PID         -  AA3845
 AA3845  STATE/COUNTY-  MI/BERRIEN
 AA3845  USGS QUAD   -  COLOMA (1978)
 AA3845
 AA3845                         *CURRENT SURVEY CONTROL
 AA3845  ___________________________________________________________________
 AA3845* NAD 83(1994)-  42 08 34.64789(N)    086 21 24.16400(W)     ADJUSTED  
 AA3845* NAVD 88     -       204.9    (meters)     672.     (feet)  GPS OBS   
 AA3845  ___________________________________________________________________
 AA3845  X           -     300,977.761 (meters)                     COMP
 AA3845  Y           -  -4,726,913.710 (meters)                     COMP
 AA3845  Z           -   4,257,505.866 (meters)                     COMP
 AA3845  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 AA3845  ELLIP HEIGHT-         171.26  (meters)          (07/17/02) GPS OBS
 AA3845  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AA3845
 AA3845  HORZ ORDER  -  FIRST
 AA3845  ELLP ORDER  -  FOURTH    CLASS I
 AA3845
 AA3845.The horizontal coordinates were established by GPS observations
 AA3845.and adjusted by the National Geodetic Survey in February 1997..
 AA3845
 AA3845.The orthometric height was determined by GPS observations and a
 AA3845.high-resolution geoid model.
 AA3845
 AA3845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3845
 AA3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3845
 AA3845.The ellipsoidal height was determined by GPS observations
 AA3845.and is referenced to NAD 83.
 AA3845
 AA3845.The geoid height was determined by GEOID03.
 AA3845
 AA3845;                    North         East     Units Scale Factor Converg.
 AA3845;SPC MI S     -    73,363.203 3,835,509.707   MT  0.99999011   -1 21 15.4
 AA3845;SPC MI S     -   240,692.92 12,583,693.26   iFT  0.99999011   -1 21 15.4
 AA3845;UTM  16      - 4,665,849.088   553,156.266   MT  0.99963477   +0 25 53.9
 AA3845
 AA3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3845!SPC MI S     -   0.99997314  x   0.99999011  =   0.99996325
 AA3845!UTM  16      -   0.99997314  x   0.99963477  =   0.99960792
 AA3845
 AA3845                          SUPERSEDED SURVEY CONTROL
 AA3845
 AA3845  ELLIP H (02/03/97)  171.28   (m)                       GP(       ) 4 1
 AA3845  NAD 83(1994)-  42 08 34.64937(N)    086 21 24.17417(W) AD(       ) 1
 AA3845
 AA3845.Superseded values are not recommended for survey control.
 AA3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3845.See file dsdata.txt to determine how the superseded data were derived.
 AA3845
 AA3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5315665849(NAD 83)
 AA3845_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3845_STAMPING: 11207 1993
 AA3845_MARK LOGO: MIDT  
 AA3845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3845+STABILITY: SURFACE MOTION
 AA3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3845+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3845
 AA3845  HISTORY     - Date     Condition        Report By
 AA3845  HISTORY     - 1993     MONUMENTED       MIDT
 AA3845  HISTORY     - 19990429 GOOD             HEIDT
 AA3845
 AA3845                          STATION DESCRIPTION
 AA3845
 AA3845'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3845'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 AA3845'IN THE NORTHWEST 1/4 OF SECTION 12, T-4-S, R-18-W, BENTON TOWNSHIP. IT
 AA3845'IS ABOUT 5 MILES NORTHEAST FROM BENTON HARBOR, 4 MILES SOUTHWEST FROM
 AA3845'COLOMA, 1.5 MILES NORTHWEST FROM MILBERG AND ON INTERSTATE HIGHWAY 94
 AA3845'RIGHT-OF-WAY. TO REACH FROM THE BRIDGE AT THE INTERCHANGE OF
 AA3845'INTERSTATE HIGHWAY 94 AND BUSINESS ROUTE 94, ABOUT 3 MILES EAST OF
 AA3845'BENTON HARBOR. GO NORTHEAST ALONG EASTBOUND INTERSTATE HIGHWAY 94 FOR
 AA3845'2.4 MILES TO THE STATION ON THE LEFT AS DESCRIBED. STATION IS 65 FEET
 AA3845'EAST FROM 0.5 FOOT DIAMETER JUNIPER TREE, 46 FEET SOUTH FROM 0.33 FOOT
 AA3845'DIAMETER JUNIPER TREE, 27 FEET NORTHWEST FROM CENTER OF CONCRETE
 AA3845'PAVEMENT OF WESTBOUND INTERSTATE HIGHWAY 94, 5.0 FEET SOUTHEAST FROM
 AA3845'MILE POST 35 ON WESTBOUND INTERSTATE HIGHWAY 94 AND 3.0 FEET NORTH
 AA3845'FROM METAL WITNESS POST WITH SIGN.
 AA3845
 AA3845                          STATION RECOVERY (1999)
 AA3845
 AA3845'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1999 (CFS)
 AA3845'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS TO THE OLD
 AA3845'DESCRIPTION.  LOCATED AD THE INTERSECTION OF U.S.  12 AND INTERSTATE
 AA3845'HIGHWAY 94, IN THE NORTHWEST QUADRANT.  IT IS 82 M (269.0 FT) NORTH OF
 AA3845'THE NORTHWEST CORNER OF THE SOUTHBOUND BRIDGE DECK OF I-94 OVER U.S.
 AA3845'HIGHWAY 12, 16.3 M (53.5 FT) NORTHEAST FROM SOUTHBOUND I-94 ON RAMP
 AA3845'FROM EASTBOUND LANES OF U.S.  HIGHWAY 12, 2.4 M (7.9 FT) WEST FROM
 AA3845'EDGE OF BITUMINOUS SHOULDER, AND 1.0 M (3.3 FT) EAST FROM CARSONITE
 AA3845'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0077 ***********************************************************************
 SG0077  DESIGNATION -  1128
 SG0077  PID         -  SG0077
 SG0077  STATE/COUNTY-  MI/HOUGHTON
 SG0077  USGS QUAD   -  SOUTH RANGE (1975)
 SG0077
 SG0077                         *CURRENT SURVEY CONTROL
 SG0077  ___________________________________________________________________
 SG0077* NAD 83(1986)-  47 05 05.     (N)    088 39 03.     (W)     SCALED    
 SG0077* NAVD 88     -       343.48   (+/-2cm)    1126.9    (feet)  VERTCON   
 SG0077  ___________________________________________________________________
 SG0077  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 SG0077
 SG0077  VERT ORDER  -  ? (See Below)
 SG0077
 SG0077.The horizontal coordinates were scaled from a topographic map and have
 SG0077.an estimated accuracy of +/- 6 seconds.
 SG0077
 SG0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0077.The vertical order pertains to the NGVD 29 superseded value.
 SG0077
 SG0077.The geoid height was determined by GEOID03.
 SG0077
 SG0077;                    North         East    Units  Estimated Accuracy
 SG0077;SPC MI N     -   257,100.    7,874,650.      MT  (+/- 180 meters Scaled)
 SG0077
 SG0077                          SUPERSEDED SURVEY CONTROL
 SG0077
 SG0077  NGVD 29 (??/??/92)  343.470  (m)         1126.87   (f) ADJ UNCH    ?  
 SG0077
 SG0077.Superseded values are not recommended for survey control.
 SG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0077.See file dsdata.txt to determine how the superseded data were derived.
 SG0077
 SG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT746159(NAD 83)
 SG0077_MARKER: P = PIPE CAP
 SG0077_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0077_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SG0077_STAMPING: 1128
 SG0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0077
 SG0077  HISTORY     - Date     Condition        Report By
 SG0077  HISTORY     - UNK      MONUMENTED       USGS
 SG0077  HISTORY     - 1948     MARK NOT FOUND   NGS
 SG0077  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 SG0077
 SG0077                          STATION DESCRIPTION
 SG0077
 SG0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0077'AT MILL MINE.
 SG0077'AT MILL MINE, HOUGHTON COUNTY, ON THE COPPER RANGE RAILROAD, 35
 SG0077'FEET NORTH OF THE MAIN TRACK, AND 45 FEET WEST OF THE LAKE SHORE
 SG0077'BRANCH TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 SG0077'STAMPED 1128 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 SG0077'NOTE-- BOTH TRACKS ARE STILL IN PLACE IN MILL MINE AND IT WOULD
 SG0077'APPEAR THAT THEY ARE IN THEIR ORIGINAL LOCATION.  THERE IS NO SIGN
 SG0077'OF THE MARK AT THE DESCRIBED LOCATION.  PROBABLY DESTROYED BY
 SG0077'HAULING OR GRADING.
 SG0077
 SG0077                          STATION RECOVERY (2005)
 SG0077
 SG0077'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0077'ASSUMED DESTROYED LONG AGO.  R/R'S HAVE BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0085 ***********************************************************************
 ME0085  DESIGNATION -  113 1/2
 ME0085  PID         -  ME0085
 ME0085  STATE/COUNTY-  MI/CASS
 ME0085  USGS QUAD   -  EDWARDSBURG (1981)
 ME0085
 ME0085                         *CURRENT SURVEY CONTROL
 ME0085  ___________________________________________________________________
 ME0085* NAD 83(1986)-  41 47 15.     (N)    086 05 17.     (W)     SCALED    
 ME0085* NAVD 88     -       250.326  (meters)     821.28   (feet)  ADJUSTED  
 ME0085  ___________________________________________________________________
 ME0085  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 ME0085  DYNAMIC HT  -         250.233 (meters)     820.97  (feet)  COMP
 ME0085  MODELED GRAV-     980,245.9   (mgal)                       NAVD 88
 ME0085
 ME0085  VERT ORDER  -  SECOND    CLASS 0
 ME0085
 ME0085.The horizontal coordinates were scaled from a topographic map and have
 ME0085.an estimated accuracy of +/- 6 seconds.
 ME0085
 ME0085.The orthometric height was determined by differential leveling
 ME0085.and adjusted by the National Geodetic Survey in June 1991..
 ME0085
 ME0085.The geoid height was determined by GEOID03.
 ME0085
 ME0085.The dynamic height is computed by dividing the NAVD 88
 ME0085.geopotential number by the normal gravity value computed on the
 ME0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0085.degrees latitude (g = 980.6199 gals.).
 ME0085
 ME0085.The modeled gravity was interpolated from observed gravity values.
 ME0085
 ME0085;                    North         East    Units  Estimated Accuracy
 ME0085;SPC MI S     -    33,400.    3,856,910.      MT  (+/- 180 meters Scaled)
 ME0085
 ME0085                          SUPERSEDED SURVEY CONTROL
 ME0085
 ME0085  NGVD 29 (??/??/92)  250.454  (m)          821.70   (f) ADJ UNCH    2 0
 ME0085
 ME0085.Superseded values are not recommended for survey control.
 ME0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0085.See file dsdata.txt to determine how the superseded data were derived.
 ME0085
 ME0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM757265(NAD 83)
 ME0085_MARKER: DD = SURVEY DISK
 ME0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0085_STAMPING: BM 113-1/2
 ME0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0085+STABILITY: SURFACE MOTION
 ME0085
 ME0085  HISTORY     - Date     Condition        Report By
 ME0085  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0085  HISTORY     - 1934     GOOD             NGS
 ME0085  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0085
 ME0085                          STATION DESCRIPTION
 ME0085
 ME0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0085'0.5 MI SW FROM EDWARDSBURG.
 ME0085'0.5 MILE SOUTHWEST ALONG THE GRAND TRUNK RAILWAY FROM EDWARDSBURG,
 ME0085'CASS COUNTY, 46 FEET NORTHWEST OF THE WEST RAIL, 36 FEET NORTH
 ME0085'OF THE CENTERLINE OF A DIRT ROAD, 1 FOOT SOUTHEAST OF THE WEST
 ME0085'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TOP OF RAIL.  A
 ME0085'GRAND TRUNK RAILWAY STANDARD DISK, STAMPED BM 113-1/2 AND SET
 ME0085'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0085
 ME0085                          STATION RECOVERY (1977)
 ME0085
 ME0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5157 ***********************************************************************
 AA5157  DESIGNATION -  113 NORTHFIELD EAST
 AA5157  PID         -  AA5157
 AA5157  STATE/COUNTY-  MI/WASHTENAW
 AA5157  USGS QUAD   -  ANN ARBOR EAST (1983)
 AA5157
 AA5157                         *CURRENT SURVEY CONTROL
 AA5157  ___________________________________________________________________
 AA5157* NAD 83(1994)-  42 21 15.83154(N)    083 40 54.79569(W)     ADJUSTED  
 AA5157* NAVD 88     -       297.7    (meters)     977.     (feet)  GPS OBS   
 AA5157  ___________________________________________________________________
 AA5157  X           -     519,512.985 (meters)                     COMP
 AA5157  Y           -  -4,692,090.315 (meters)                     COMP
 AA5157  Z           -   4,274,954.188 (meters)                     COMP
 AA5157  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AA5157  ELLIP HEIGHT-         264.00  (meters)          (07/12/02) GPS OBS
 AA5157  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AA5157
 AA5157  HORZ ORDER  -  FIRST
 AA5157  ELLP ORDER  -  FOURTH    CLASS I
 AA5157
 AA5157.The horizontal coordinates were established by GPS observations
 AA5157.and adjusted by the National Geodetic Survey in February 1997..
 AA5157
 AA5157.The orthometric height was determined by GPS observations and a
 AA5157.high-resolution geoid model.
 AA5157
 AA5157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5157
 AA5157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5157
 AA5157.The ellipsoidal height was determined by GPS observations
 AA5157.and is referenced to NAD 83.
 AA5157
 AA5157.The geoid height was determined by GEOID03.
 AA5157
 AA5157;                    North         East     Units Scale Factor Converg.
 AA5157;SPC MI S     -    95,134.143 4,056,415.095   MT  0.99994948   +0 27 57.6
 AA5157;SPC MI S     -   312,119.89 13,308,448.47   iFT  0.99994948   +0 27 57.6
 AA5157;UTM  17      - 4,692,609.858   279,121.540   MT  1.00020031   -1 48 27.2
 AA5157
 AA5157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5157!SPC MI S     -   0.99995860  x   0.99994948  =   0.99990808
 AA5157!UTM  17      -   0.99995860  x   1.00020031  =   1.00015890
 AA5157
 AA5157                          SUPERSEDED SURVEY CONTROL
 AA5157
 AA5157  ELLIP H (02/03/97)  264.04   (m)                       GP(       ) 4 1
 AA5157  NAD 83(1986)-  42 21 15.83730(N)    083 40 54.82202(W) AD(       ) 1
 AA5157
 AA5157.Superseded values are not recommended for survey control.
 AA5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5157.See file dsdata.txt to determine how the superseded data were derived.
 AA5157
 AA5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7912292610(NAD 83)
 AA5157_MARKER: DD = SURVEY DISK
 AA5157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5157_STAMPING: 113
 AA5157_MARK LOGO: MI-161
 AA5157_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5157+STABILITY: SURFACE MOTION
 AA5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5157+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5157
 AA5157  HISTORY     - Date     Condition        Report By
 AA5157  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5157
 AA5157                          STATION DESCRIPTION
 AA5157
 AA5157'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5157'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5157'APPROXIMATELY 6.0 MI (9.7 KM) NORTHEAST OF THE CITY OF ANN ARBOR, IN
 AA5157'THE NORTHWEST QUARTER OF SECTION 36, TOWNSHIP 1 SOUTH, RANGE 6 EAST,
 AA5157'NORTHFIELD TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF
 AA5157'U.S. 23 AND NORTH TERRITORIAL ROAD, 5.0 MI (8.0 KM) NORTH OF THE CITY
 AA5157'OF ANN ARBOR, PROCEED EAST ON NORTH TERRITORIAL ROAD FOR 3.5 MI (5.6
 AA5157'KM) TO THE INTERSECTION WITH EARHART ROAD. TURN RIGHT AND PROCEED
 AA5157'SOUTH ON EARHART ROAD FOR 0.8 MI (1.3 KM) TO THE INTERSECTION WITH
 AA5157'PONTIAC TRAIL. TURN LEFT AND PROCEED EAST ON PONTIAC TRAIL FOR
 AA5157'APPROXIMATELY 100 FT (30.5 M) TO THE STATION ON THE RIGHT, IN THE
 AA5157'COUNTY RIGHT-OF-WAY. THE STATION IS AN ALUMINUM SURVEY DISK, SET IN
 AA5157'TOP OF A POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW
 AA5157'COUNTY REMONUMENTATION GEODETIC CONTROL 113". THE DISK IS LOCATED
 AA5157'155.61 FT (47.43 M) N45E OF A PK-NAIL SET IN THE SOUTH SIDE OF A POWER
 AA5157'POLE, 126.55 FT (38.57 M) N75W OF A PK-NAIL SET IN THE SOUTH SIDE OF A
 AA5157'POWER POLE, 147.2 FT (44.9 M) N75E OF THE NORTHEAST WOODEN 6"X6" FENCE
 AA5157'POST, 2.2 FT (0.7 M) S00E OF AN EAST-WEST FENCELINE, AND 20.7 FT (6.3
 AA5157'M) N00E OF THE EDGE OF ASPHALT ON THE SOUTH SIDE OF PONTIAC TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0840 ***********************************************************************
 RL0840  DESIGNATION -  1134.5
 RL0840  PID         -  RL0840
 RL0840  STATE/COUNTY-  MI/ONTONAGON
 RL0840  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0840
 RL0840                         *CURRENT SURVEY CONTROL
 RL0840  ___________________________________________________________________
 RL0840* NAD 83(1986)-  46 40 53.     (N)    089 23 22.     (W)     SCALED    
 RL0840* NAVD 88     -       345.843  (meters)    1134.65   (feet)  ADJUSTED  
 RL0840  ___________________________________________________________________
 RL0840  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RL0840  DYNAMIC HT  -         345.877 (meters)    1134.76  (feet)  COMP
 RL0840  MODELED GRAV-     980,700.1   (mgal)                       NAVD 88
 RL0840
 RL0840  VERT ORDER  -  SECOND    CLASS 0
 RL0840
 RL0840.The horizontal coordinates were scaled from a topographic map and have
 RL0840.an estimated accuracy of +/- 6 seconds.
 RL0840
 RL0840.The orthometric height was determined by differential leveling
 RL0840.and adjusted by the National Geodetic Survey in June 1991..
 RL0840
 RL0840.The geoid height was determined by GEOID03.
 RL0840
 RL0840.The dynamic height is computed by dividing the NAVD 88
 RL0840.geopotential number by the normal gravity value computed on the
 RL0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0840.degrees latitude (g = 980.6199 gals.).
 RL0840
 RL0840.The modeled gravity was interpolated from observed gravity values.
 RL0840
 RL0840;                    North         East    Units  Estimated Accuracy
 RL0840;SPC MI N     -   213,720.    7,817,230.      MT  (+/- 180 meters Scaled)
 RL0840
 RL0840                          SUPERSEDED SURVEY CONTROL
 RL0840
 RL0840  NGVD 29 (??/??/92)  345.852  (m)         1134.68   (f) ADJ UNCH    2 0
 RL0840
 RL0840.Superseded values are not recommended for survey control.
 RL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0840.See file dsdata.txt to determine how the superseded data were derived.
 RL0840
 RL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS172725(NAD 83)
 RL0840_MARKER: N = NAIL
 RL0840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0840_SP_SET: ELM TREE
 RL0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0840
 RL0840  HISTORY     - Date     Condition        Report By
 RL0840  HISTORY     - UNK      MONUMENTED       USGS
 RL0840  HISTORY     - 1948     GOOD             NGS
 RL0840  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0840  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0840  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0840
 RL0840                          STATION DESCRIPTION
 RL0840
 RL0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0840'9.5 MI N FROM MATCHWOOD.
 RL0840'ABOUT 9.5 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0840'OF STATE HIGHWAY 28 AT MATCHWOOD, AT THE JUNCTION OF A LANE
 RL0840'LEADING WEST TO DUBOIS, 30 FEET EAST OF THE CENTER LINE OF THE
 RL0840'ROAD, 39 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 RL0840'WOODS LANE WEST, 45 FEET EAST AND ACROSS THE ROAD FROM THE
 RL0840'NORTH END OF A PIPE CULVERT UNDER LANE WEST, SET IN THE NORTHWEST
 RL0840'ROOT OF A 14 INCH ELM TREE.
 RL0840
 RL0840                          STATION RECOVERY (1996)
 RL0840
 RL0840'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0840'MARK NOT FOUND.
 RL0840
 RL0840                          STATION RECOVERY (2001)
 RL0840
 RL0840'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0840'MARK NOT FOUND.
 RL0840
 RL0840                          STATION RECOVERY (2004)
 RL0840
 RL0840'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0062 ***********************************************************************
 NG0062  DESIGNATION -  11.362
 NG0062  PID         -  NG0062
 NG0062  STATE/COUNTY-  MI/BERRIEN
 NG0062  USGS QUAD   -  BENTON HARBOR (1980)
 NG0062
 NG0062                         *CURRENT SURVEY CONTROL
 NG0062  ___________________________________________________________________
 NG0062* NAD 83(1986)-  42 07 10.     (N)    086 27 14.     (W)     SCALED    
 NG0062* NAVD 88     -       180.377  (meters)     591.79   (feet)  ADJUSTED  
 NG0062  ___________________________________________________________________
 NG0062  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NG0062  DYNAMIC HT  -         180.317 (meters)     591.59  (feet)  COMP
 NG0062  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 NG0062
 NG0062  VERT ORDER  -  FIRST     CLASS II
 NG0062
 NG0062.The horizontal coordinates were scaled from a topographic map and have
 NG0062.an estimated accuracy of +/- 6 seconds.
 NG0062
 NG0062.The orthometric height was determined by differential leveling
 NG0062.and adjusted by the National Geodetic Survey in June 1991..
 NG0062.WARNING-Repeat measurements at this control monument indicate possible
 NG0062.vertical movement.
 NG0062
 NG0062.The geoid height was determined by GEOID03.
 NG0062
 NG0062.The dynamic height is computed by dividing the NAVD 88
 NG0062.geopotential number by the normal gravity value computed on the
 NG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0062.degrees latitude (g = 980.6199 gals.).
 NG0062
 NG0062.The modeled gravity was interpolated from observed gravity values.
 NG0062
 NG0062;                    North         East    Units  Estimated Accuracy
 NG0062;SPC MI S     -    70,950.    3,827,410.      MT  (+/- 180 meters Scaled)
 NG0062
 NG0062                          SUPERSEDED SURVEY CONTROL
 NG0062
 NG0062  NGVD 29 (??/??/92)  180.529  (m)          592.29   (f) ADJ UNCH    1 2
 NG0062
 NG0062.Superseded values are not recommended for survey control.
 NG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0062.See file dsdata.txt to determine how the superseded data were derived.
 NG0062
 NG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM451631(NAD 83)
 NG0062_MARKER: X = CHISELED CROSS
 NG0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0062_SP_SET: MASONRY BELT
 NG0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0062
 NG0062  HISTORY     - Date     Condition        Report By
 NG0062  HISTORY     - UNK      MONUMENTED       PMRR
 NG0062  HISTORY     - 1934     GOOD             NGS
 NG0062  HISTORY     - 1964     GOOD             NGS
 NG0062
 NG0062                          STATION DESCRIPTION
 NG0062
 NG0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0062'IN BENTON HARBOR.
 NG0062'AT BENTON HARBOR, BERRIEN COUNTY, AT THE NORTH CORNER OF THE
 NG0062'RAILROAD STATION, ON THE BELT COURSE OF MASONRY, AND 3.9 FEET
 NG0062'HIGHER THAN THE PAVEMENT.  A CHISELED MARK RESEMBLING A DOUBLE
 NG0062'CROSS.
 NG0062
 NG0062                          STATION RECOVERY (1964)
 NG0062
 NG0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NG0062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1371 ***********************************************************************
 RL1371  DESIGNATION -  1136.3
 RL1371  PID         -  RL1371
 RL1371  STATE/COUNTY-  MI/ONTONAGON
 RL1371  USGS QUAD   -  BERGLAND NE (1975)
 RL1371
 RL1371                         *CURRENT SURVEY CONTROL
 RL1371  ___________________________________________________________________
 RL1371* NAD 83(1986)-  46 41 34.     (N)    089 33 43.     (W)     SCALED    
 RL1371* NAVD 88     -       346.355  (meters)    1136.33   (feet)  ADJUSTED  
 RL1371  ___________________________________________________________________
 RL1371  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RL1371  DYNAMIC HT  -         346.393 (meters)    1136.46  (feet)  COMP
 RL1371  MODELED GRAV-     980,712.5   (mgal)                       NAVD 88
 RL1371
 RL1371  VERT ORDER  -  SECOND    CLASS 0
 RL1371
 RL1371.The horizontal coordinates were scaled from a topographic map and have
 RL1371.an estimated accuracy of +/- 6 seconds.
 RL1371
 RL1371.The orthometric height was determined by differential leveling
 RL1371.and adjusted by the National Geodetic Survey in June 1991..
 RL1371
 RL1371.The geoid height was determined by GEOID03.
 RL1371
 RL1371.The dynamic height is computed by dividing the NAVD 88
 RL1371.geopotential number by the normal gravity value computed on the
 RL1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1371.degrees latitude (g = 980.6199 gals.).
 RL1371
 RL1371.The modeled gravity was interpolated from observed gravity values.
 RL1371
 RL1371;                    North         East    Units  Estimated Accuracy
 RL1371;SPC MI N     -   215,390.    7,804,080.      MT  (+/- 180 meters Scaled)
 RL1371
 RL1371                          SUPERSEDED SURVEY CONTROL
 RL1371
 RL1371  NGVD 29 (??/??/92)  346.375  (m)         1136.40   (f) ADJ UNCH    2 0
 RL1371
 RL1371.Superseded values are not recommended for survey control.
 RL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1371.See file dsdata.txt to determine how the superseded data were derived.
 RL1371
 RL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041742(NAD 83)
 RL1371_MARKER: N = NAIL
 RL1371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1371_SP_SET: ASPEN TREE ROOT
 RL1371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1371
 RL1371  HISTORY     - Date     Condition        Report By
 RL1371  HISTORY     - UNK      MONUMENTED       USGS
 RL1371  HISTORY     - 1948     GOOD             NGS
 RL1371  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1371  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1371  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1371
 RL1371                          STATION DESCRIPTION
 RL1371
 RL1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1371'4.2 MI S FROM WHITE PINE.
 RL1371'ABOUT 4.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1371'AT WHITE PINE, ABOUT 0.7 MILE SOUTH OF A ROAD WEST, 84 FEET EAST
 RL1371'OF THE CENTER LINE OF THE HIGHWAY, 22 FEET NORTH OF THE CENTER
 RL1371'LINE OF A DRIVE INTO A CLEARING, 56 FEET EAST-NORTHEAST OF
 RL1371'USC AND GS B.M. D 131, ABOUT LEVEL WITH THE HIGHWAY AND SET
 RL1371'IN THE WEST ROOT OF AN 8-INCH ASPEN TREE.
 RL1371
 RL1371                          STATION RECOVERY (1987)
 RL1371
 RL1371'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1371'MARK NOT FOUND.
 RL1371
 RL1371                          STATION RECOVERY (1995)
 RL1371
 RL1371'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1371'MARK NOT FOUND.
 RL1371
 RL1371                          STATION RECOVERY (2004)
 RL1371
 RL1371'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5404 ***********************************************************************
 AA5404  DESIGNATION -  11363
 AA5404  PID         -  AA5404
 AA5404  STATE/COUNTY-  MI/OAKLAND
 AA5404  USGS QUAD   -  MILFORD (1983)
 AA5404
 AA5404                         *CURRENT SURVEY CONTROL
 AA5404  ___________________________________________________________________
 AA5404* NAD 83(1994)-  42 36 38.38934(N)    083 34 19.07822(W)     ADJUSTED  
 AA5404* NAVD 88     -       301.7    (meters)     990.     (feet)  GPS OBS   
 AA5404  ___________________________________________________________________
 AA5404  X           -     526,361.624 (meters)                     COMP
 AA5404  Y           -  -4,671,982.622 (meters)                     COMP
 AA5404  Z           -   4,295,951.517 (meters)                     COMP
 AA5404  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 AA5404  ELLIP HEIGHT-         268.06  (meters)          (07/12/02) GPS OBS
 AA5404  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AA5404
 AA5404  HORZ ORDER  -  FIRST
 AA5404  ELLP ORDER  -  FOURTH    CLASS I
 AA5404
 AA5404.The horizontal coordinates were established by GPS observations
 AA5404.and adjusted by the National Geodetic Survey in February 1997..
 AA5404
 AA5404.The orthometric height was determined by GPS observations and a
 AA5404.high-resolution geoid model.
 AA5404
 AA5404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5404
 AA5404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5404
 AA5404.The ellipsoidal height was determined by GPS observations
 AA5404.and is referenced to NAD 83.
 AA5404
 AA5404.The geoid height was determined by GEOID03.
 AA5404
 AA5404;                    North         East     Units Scale Factor Converg.
 AA5404;SPC MI S     -   123,677.228 4,065,201.985   MT  0.99991828   +0 32 26.9
 AA5404;SPC MI S     -   405,765.18 13,337,276.85   iFT  0.99991828   +0 32 26.9
 AA5404;UTM  17      - 4,720,787.893   289,038.515   MT  1.00014758   -1 44 30.8
 AA5404
 AA5404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5404!SPC MI S     -   0.99995796  x   0.99991828  =   0.99987625
 AA5404!UTM  17      -   0.99995796  x   1.00014758  =   1.00010554
 AA5404
 AA5404                          SUPERSEDED SURVEY CONTROL
 AA5404
 AA5404  ELLIP H (02/03/97)  268.09   (m)                       GP(       ) 4 1
 AA5404  NAD 83(1986)-  42 36 38.39269(N)    083 34 19.10751(W) AD(       ) 1
 AA5404
 AA5404.Superseded values are not recommended for survey control.
 AA5404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5404.See file dsdata.txt to determine how the superseded data were derived.
 AA5404
 AA5404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8903920788(NAD 83)
 AA5404_MARKER: A = ALUMINUM MARKER
 AA5404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5404_STAMPING: 11363
 AA5404_MARK LOGO: WADTRI
 AA5404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5404+STABILITY: SURFACE MOTION
 AA5404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5404+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5404
 AA5404  HISTORY     - Date     Condition        Report By
 AA5404  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5404  HISTORY     - 20020601 MARK NOT FOUND   INDIV
 AA5404  HISTORY     - 20060105 MARK NOT FOUND   INDIV
 AA5404
 AA5404                          STATION DESCRIPTION
 AA5404
 AA5404'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5404'M-59 TO DUCK LAKE ROAD, THENCE SOUTH 3.0 MILES (4.8 KM) ALONG DUCK
 AA5404'LAKE ROAD TO THE INTERSECTION OF COOLEY LAKE ROAD AND THE MONUMENT AT
 AA5404'THE NORTHWEST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS 91 FEET
 AA5404'(27.7 M) NORTH OF THE CENTERLINE OF COOLEY LAKE ROAD, 29 FEET (8.8 M)
 AA5404'WEST OF THE CENTERLINE OF DUCK LAKE ROAD, 198 FEET (60.4 M) EAST OF
 AA5404'THE NORTHEAST CORNER OF THE ROCK FOUNDATION OF HOUSE 2893 COOLEY LAKE
 AA5404'ROAD, 86.9 FEET (26.5 M) SOUTH OF A POWER POLE, 68.1 FEET (20.8 M)
 AA5404'WEST SOUTHWEST OF A POWER POLE, AND 0.5 FEET (0.2 M) HIGHER THAN DUCK
 AA5404'LAKE ROAD.
 AA5404
 AA5404                          STATION RECOVERY (2002)
 AA5404
 AA5404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5404'I, JOSEPH C. KAPELCZAK, A LICENSED LAND SURVEYOR NO. 24598 ALSO BEING
 AA5404'THE OAKLAND COUNTY PLAT ENGINEER AND COUNTY REMONUMENTATION
 AA5404'REPRESENTATIVE DURING THE COURSE OF GPS SURVEYING IN THE COUNTY OF
 AA5404'OAKLAND FOUND THIS MONUMENT TO BE DESTROYED.
 AA5404
 AA5404                          STATION RECOVERY (2006)
 AA5404
 AA5404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0773 ***********************************************************************
 RL0773  DESIGNATION -  1136.8
 RL0773  PID         -  RL0773
 RL0773  STATE/COUNTY-  MI/ONTONAGON
 RL0773  USGS QUAD   -  
 RL0773
 RL0773                         *CURRENT SURVEY CONTROL
 RL0773  ___________________________________________________________________
 RL0773* NAD 83(1986)-  46 33 51.     (N)    089 03 12.     (W)     SCALED    
 RL0773* NAVD 88     -       346.519  (meters)    1136.87   (feet)  ADJUSTED  
 RL0773  ___________________________________________________________________
 RL0773  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 RL0773  DYNAMIC HT  -         346.533 (meters)    1136.92  (feet)  COMP
 RL0773  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 RL0773
 RL0773  VERT ORDER  -  SECOND    CLASS 0
 RL0773
 RL0773.The horizontal coordinates were scaled from a topographic map and have
 RL0773.an estimated accuracy of +/- 6 seconds.
 RL0773
 RL0773.The orthometric height was determined by differential leveling
 RL0773.and adjusted by the National Geodetic Survey in June 1991..
 RL0773
 RL0773.The geoid height was determined by GEOID03.
 RL0773
 RL0773.The dynamic height is computed by dividing the NAVD 88
 RL0773.geopotential number by the normal gravity value computed on the
 RL0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0773.degrees latitude (g = 980.6199 gals.).
 RL0773
 RL0773.The modeled gravity was interpolated from observed gravity values.
 RL0773
 RL0773;                    North         East    Units  Estimated Accuracy
 RL0773;SPC MI N     -   199,970.    7,842,600.      MT  (+/- 180 meters Scaled)
 RL0773
 RL0773                          SUPERSEDED SURVEY CONTROL
 RL0773
 RL0773  NGVD 29 (??/??/92)  346.532  (m)         1136.91   (f) ADJ UNCH    2 0
 RL0773
 RL0773.Superseded values are not recommended for survey control.
 RL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0773.See file dsdata.txt to determine how the superseded data were derived.
 RL0773
 RL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS426587(NAD 83)
 RL0773_MARKER: S = SPIKE
 RL0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0773_SP_SET: BIRCH TREE
 RL0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0773
 RL0773  HISTORY     - Date     Condition        Report By
 RL0773  HISTORY     - UNK      MONUMENTED       USGS
 RL0773  HISTORY     - 1948     GOOD             NGS
 RL0773  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0773  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0773
 RL0773                          STATION DESCRIPTION
 RL0773
 RL0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0773'7.6 MI N FROM TROUT CREEK.
 RL0773'ABOUT 7.65 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0773'OFFICE AT TROUT CREEK, A RAILROAD SPIKE IN THE SOUTHWEST SIDE
 RL0773'OF A SMALL BIRCH TREE IN THE INSIDE OF A SHARP CURVE WITH
 RL0773'TANGENTS EAST AND NORTH, 36 FEET NORTHEAST OF THE CENTER LINE
 RL0773'OF THE ROAD, 100 FEET NORTHWEST OF THE PROLONGED CENTER LINE OF
 RL0773'A DIM ROAD SOUTHWEST AND ABOUT LEVEL WITH THE ROAD.
 RL0773
 RL0773                          STATION RECOVERY (2001)
 RL0773
 RL0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0773'MARK NOT FOUND.
 RL0773
 RL0773                          STATION RECOVERY (2004)
 RL0773
 RL0773'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0777 ***********************************************************************
 RL0777  DESIGNATION -  1139.3
 RL0777  PID         -  RL0777
 RL0777  STATE/COUNTY-  MI/ONTONAGON
 RL0777  USGS QUAD   -  
 RL0777
 RL0777                         *CURRENT SURVEY CONTROL
 RL0777  ___________________________________________________________________
 RL0777* NAD 83(1986)-  46 36 28.     (N)    089 03 29.     (W)     SCALED    
 RL0777* NAVD 88     -       347.272  (meters)    1139.34   (feet)  ADJUSTED  
 RL0777  ___________________________________________________________________
 RL0777  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 RL0777  DYNAMIC HT  -         347.288 (meters)    1139.39  (feet)  COMP
 RL0777  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 RL0777
 RL0777  VERT ORDER  -  SECOND    CLASS 0
 RL0777
 RL0777.The horizontal coordinates were scaled from a topographic map and have
 RL0777.an estimated accuracy of +/- 6 seconds.
 RL0777
 RL0777.The orthometric height was determined by differential leveling
 RL0777.and adjusted by the National Geodetic Survey in June 1991..
 RL0777
 RL0777.The geoid height was determined by GEOID03.
 RL0777
 RL0777.The dynamic height is computed by dividing the NAVD 88
 RL0777.geopotential number by the normal gravity value computed on the
 RL0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0777.degrees latitude (g = 980.6199 gals.).
 RL0777
 RL0777.The modeled gravity was interpolated from observed gravity values.
 RL0777
 RL0777;                    North         East    Units  Estimated Accuracy
 RL0777;SPC MI N     -   204,820.    7,842,360.      MT  (+/- 180 meters Scaled)
 RL0777
 RL0777                          SUPERSEDED SURVEY CONTROL
 RL0777
 RL0777  NGVD 29 (??/??/92)  347.282  (m)         1139.37   (f) ADJ UNCH    2 0
 RL0777
 RL0777.Superseded values are not recommended for survey control.
 RL0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0777.See file dsdata.txt to determine how the superseded data were derived.
 RL0777
 RL0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS423636(NAD 83)
 RL0777_MARKER: S = SPIKE
 RL0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0777_SP_SET: BIRCH TREE
 RL0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0777
 RL0777  HISTORY     - Date     Condition        Report By
 RL0777  HISTORY     - UNK      MONUMENTED       USGS
 RL0777  HISTORY     - 1948     GOOD             NGS
 RL0777  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0777  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0777
 RL0777                          STATION DESCRIPTION
 RL0777
 RL0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0777'10.8 MI N FROM TROUT CREEK.
 RL0777'ABOUT 10.75 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE
 RL0777'POST OFFICE AT TROUT CREEK, ABOUT 0.45 MILE NORTHWEST OF A CURVE
 RL0777'IN ROAD WITH TANGENTS NORTHWEST AND SOUTH AND THE CROSSING OF A
 RL0777'POWER TRANSMISSION LINE, AT THE JUNCTION OF A PRIVATE ROAD
 RL0777'SOUTHWEST, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 34
 RL0777'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 57 FEET SOUTHEAST
 RL0777'AND ACROSS SIDE ROAD FROM USC AND GS B.M. M 138 AND 2 FEET BELOW
 RL0777'THE ROAD.  A RAILROAD SPIKE IN THE NORTHEAST SIDE OF A 5-INCH
 RL0777'BIRCH TREE.
 RL0777
 RL0777                          STATION RECOVERY (2001)
 RL0777
 RL0777'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0777'MARK NOT FOUND.
 RL0777
 RL0777                          STATION RECOVERY (2004)
 RL0777
 RL0777'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0300 ***********************************************************************
 NF0300  DESIGNATION -  114 1/2
 NF0300  PID         -  NF0300
 NF0300  STATE/COUNTY-  MI/IONIA
 NF0300  USGS QUAD   -  PORTLAND NORTH (1978)
 NF0300
 NF0300                         *CURRENT SURVEY CONTROL
 NF0300  ___________________________________________________________________
 NF0300* NAD 83(1986)-  42 59 57.     (N)    084 52 41.     (W)     SCALED    
 NF0300* NAVD 88     -       213.608  (meters)     700.81   (feet)  ADJUSTED  
 NF0300  ___________________________________________________________________
 NF0300  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF0300  DYNAMIC HT  -         213.555 (meters)     700.64  (feet)  COMP
 NF0300  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 NF0300
 NF0300  VERT ORDER  -  SECOND    CLASS 0
 NF0300
 NF0300.The horizontal coordinates were scaled from a topographic map and have
 NF0300.an estimated accuracy of +/- 6 seconds.
 NF0300
 NF0300.The orthometric height was determined by differential leveling
 NF0300.and adjusted by the National Geodetic Survey in June 1991..
 NF0300
 NF0300.The geoid height was determined by GEOID03.
 NF0300
 NF0300.The dynamic height is computed by dividing the NAVD 88
 NF0300.geopotential number by the normal gravity value computed on the
 NF0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0300.degrees latitude (g = 980.6199 gals.).
 NF0300
 NF0300.The modeled gravity was interpolated from observed gravity values.
 NF0300
 NF0300;                    North         East    Units  Estimated Accuracy
 NF0300;SPC MI S     -   166,650.    3,958,300.      MT  (+/- 180 meters Scaled)
 NF0300
 NF0300                          SUPERSEDED SURVEY CONTROL
 NF0300
 NF0300  NGVD 29 (??/??/92)  213.745  (m)          701.26   (f) ADJ UNCH    2 0
 NF0300
 NF0300.Superseded values are not recommended for survey control.
 NF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0300.See file dsdata.txt to determine how the superseded data were derived.
 NF0300
 NF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN729629(NAD 83)
 NF0300_MARKER: Z = SEE DESCRIPTION
 NF0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0300_STAMPING: BM NO 114 1/2
 NF0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0300+STABILITY: SURFACE MOTION
 NF0300
 NF0300  HISTORY     - Date     Condition        Report By
 NF0300  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0300  HISTORY     - 1934     GOOD             NGS
 NF0300
 NF0300                          STATION DESCRIPTION
 NF0300
 NF0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0300'1.7 MI W FROM PEWAMO.
 NF0300'1.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0300'STATION AT PEWAMO, IONIA COUNTY, 14 YARDS NORTHWEST OF THE
 NF0300'WEST END OF A RAIL TRACK, 37.5 FEET NORTH OF THE NORTH RAIL,
 NF0300'2 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TOP OF THE RAIL.
 NF0300'A BRONZE PLUG, STAMPED B.M. NO. 114 1/2 AND SET IN THE TOP
 NF0300'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6845 ***********************************************************************
 AA6845  DESIGNATION -  114 254
 AA6845  PID         -  AA6845
 AA6845  STATE/COUNTY-  MI/WAYNE
 AA6845  USGS QUAD   -  ROYAL OAK (1981)
 AA6845
 AA6845                         *CURRENT SURVEY CONTROL
 AA6845  ___________________________________________________________________
 AA6845* NAD 83(1994)-  42 24 55.19870(N)    083 14 16.77697(W)     ADJUSTED  
 AA6845* NAVD 88     -       193.3    (meters)     634.     (feet)  GPS OBS   
 AA6845  ___________________________________________________________________
 AA6845  X           -     555,302.209 (meters)                     COMP
 AA6845  Y           -  -4,683,316.549 (meters)                     COMP
 AA6845  Z           -   4,279,883.353 (meters)                     COMP
 AA6845  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AA6845  ELLIP HEIGHT-         159.24  (meters)          (07/12/02) GPS OBS
 AA6845  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AA6845
 AA6845  HORZ ORDER  -  FIRST
 AA6845  ELLP ORDER  -  FOURTH    CLASS I
 AA6845
 AA6845.The horizontal coordinates were established by GPS observations
 AA6845.and adjusted by the National Geodetic Survey in February 1997..
 AA6845
 AA6845.The orthometric height was determined by GPS observations and a
 AA6845.high-resolution geoid model.
 AA6845
 AA6845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6845
 AA6845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6845
 AA6845.The ellipsoidal height was determined by GPS observations
 AA6845.and is referenced to NAD 83.
 AA6845
 AA6845.The geoid height was determined by GEOID03.
 AA6845
 AA6845;                    North         East     Units Scale Factor Converg.
 AA6845;SPC MI S     -   102,295.743 4,092,892.544   MT  0.99994027   +0 46 05.1
 AA6845;SPC MI S     -   335,615.95 13,428,125.14   iFT  0.99994027   +0 46 05.1
 AA6845;UTM  17      - 4,698,318.181   315,860.532   MT  1.00001720   -1 30 35.8
 AA6845
 AA6845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6845!SPC MI S     -   0.99997503  x   0.99994027  =   0.99991530
 AA6845!UTM  17      -   0.99997503  x   1.00001720  =   0.99999223
 AA6845
 AA6845                          SUPERSEDED SURVEY CONTROL
 AA6845
 AA6845  ELLIP H (02/03/97)  159.29   (m)                       GP(       ) 4 1
 AA6845  NAD 83(1986)-  42 24 55.20319(N)    083 14 16.80724(W) AD(       ) 1
 AA6845
 AA6845.Superseded values are not recommended for survey control.
 AA6845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6845.See file dsdata.txt to determine how the superseded data were derived.
 AA6845
 AA6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1586198318(NAD 83)
 AA6845_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6845_STAMPING: 114-254 1960
 AA6845_MARK LOGO: MI-163
 AA6845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6845+STABILITY: SURFACE MOTION
 AA6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6845+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6845
 AA6845  HISTORY     - Date     Condition        Report By
 AA6845  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6845  HISTORY     - 20011212 GOOD             INDIV
 AA6845  HISTORY     - 20021212 GOOD             INDIV
 AA6845  HISTORY     - 20051216 GOOD             INDIV
 AA6845
 AA6845                          STATION DESCRIPTION
 AA6845
 AA6845'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6845'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6845'MCNICHOLS ROAD AT EVERGREEN ROAD. TO REACH FROM M-39 (SOUTHFIELD
 AA6845'EXPRESSWAY) AND MCNICHOLS ROAD (EXIT 13) PROCEED WEST ON MCNICHOLS
 AA6845'ROAD 1.1 MILESTO EVERGREEN ROAD AND THE STATION IN THE NORTHEAST
 AA6845'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6845'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT
 AA6845'BOX SET FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6845'CENTERLINE INTERSECTION OF TWO SIDEWALKS. CENTERLINE OF WESTBOUND
 AA6845'MCNICHOLS ROAD IS S 0 E, 53.1 FEET, CENTERLINE OF EVERGREEN ROAD IS N
 AA6845'90 W, 56.7 FEET.
 AA6845
 AA6845                          STATION RECOVERY (2001)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2002)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
 AA6845
 AA6845                          STATION RECOVERY (2005)
 AA6845
 AA6845'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6845'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5158 ***********************************************************************
 AA5158  DESIGNATION -  114 SALEM
 AA5158  PID         -  AA5158
 AA5158  STATE/COUNTY-  MI/WASHTENAW
 AA5158  USGS QUAD   -  SALEM (1980)
 AA5158
 AA5158                         *CURRENT SURVEY CONTROL
 AA5158  ___________________________________________________________________
 AA5158* NAD 83(1994)-  42 24 22.41410(N)    083 34 32.60036(W)     ADJUSTED  
 AA5158* NAVD 88     -       284.5    (meters)     933.     (feet)  GPS OBS   
 AA5158  ___________________________________________________________________
 AA5158  X           -     527,770.916 (meters)                     COMP
 AA5158  Y           -  -4,687,253.535 (meters)                     COMP
 AA5158  Z           -   4,279,198.162 (meters)                     COMP
 AA5158  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AA5158  ELLIP HEIGHT-         250.76  (meters)          (07/12/02) GPS OBS
 AA5158  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AA5158
 AA5158  HORZ ORDER  -  FIRST
 AA5158  ELLP ORDER  -  FOURTH    CLASS I
 AA5158
 AA5158.The horizontal coordinates were established by GPS observations
 AA5158.and adjusted by the National Geodetic Survey in February 1997..
 AA5158
 AA5158.The orthometric height was determined by GPS observations and a
 AA5158.high-resolution geoid model.
 AA5158
 AA5158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5158
 AA5158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5158
 AA5158.The ellipsoidal height was determined by GPS observations
 AA5158.and is referenced to NAD 83.
 AA5158
 AA5158.The geoid height was determined by GEOID03.
 AA5158
 AA5158;                    North         East     Units Scale Factor Converg.
 AA5158;SPC MI S     -   100,967.370 4,065,107.143   MT  0.99994157   +0 32 17.7
 AA5158;SPC MI S     -   331,257.78 13,336,965.69   iFT  0.99994157   +0 32 17.7
 AA5158;UTM  17      - 4,698,094.754   288,040.328   MT  1.00015280   -1 44 15.6
 AA5158
 AA5158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5158!SPC MI S     -   0.99996067  x   0.99994157  =   0.99990225
 AA5158!UTM  17      -   0.99996067  x   1.00015280  =   1.00011347
 AA5158
 AA5158                          SUPERSEDED SURVEY CONTROL
 AA5158
 AA5158  ELLIP H (02/03/97)  250.81   (m)                       GP(       ) 4 1
 AA5158  NAD 83(1986)-  42 24 22.41894(N)    083 34 32.62419(W) AD(       ) 1
 AA5158
 AA5158.Superseded values are not recommended for survey control.
 AA5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5158.See file dsdata.txt to determine how the superseded data were derived.
 AA5158
 AA5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8804098095(NAD 83)
 AA5158_MARKER: DD = SURVEY DISK
 AA5158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5158_STAMPING: 114
 AA5158_MARK LOGO: MI-161
 AA5158_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5158+STABILITY: SURFACE MOTION
 AA5158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5158+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5158
 AA5158  HISTORY     - Date     Condition        Report By
 AA5158  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5158
 AA5158                          STATION DESCRIPTION
 AA5158
 AA5158'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5158'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5158'APPROXIMATELY ON THE EASTERN LIMIT OF THE VILLAGE OF SALEM, IN THE
 AA5158'NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 1 SOUTH, RANGE 7 EAST, SALEM
 AA5158'TOWNSHIP. TO REACH THE STATION FROM THE INTERSECTION OF THE SEVEN MILE
 AA5158'ROAD AND THE C.S. AND X. RAILROAD, IN THE VILLAGE OF SALEM, PROCEED
 AA5158'EAST ON SEVEN MILE ROAD FOR 150 FT (45.7 M) TO THE STATION ON THE
 AA5158'SOUTH SIDE, IN THE COUNTY RIGHT-OF-WAY, BETWEEN THE DRIVE ENTRANCES TO
 AA5158'THE R.E. SHOEBRIDGE BUILDING (NO. 9780 SEVEN MILE ROAD). THE STATION
 AA5158'IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A POURED-IN-PLACE CONCRETE
 AA5158'MONUMENT, AND STAMPED "WASHTENAW COUNTY REMONUMENTATION GEODETIC
 AA5158'CONTROL 114". THE DISK IS LOCATED 9.55 N00E OF THE SOUTH EDGE OF
 AA5158'PAVEMENT OF SEVEN MILE ROAD, 95.83 FT (29.21 M) S00E OF THE NORTHWEST
 AA5158'CORNER OF THE SHOEBRIDGE BUILDING, 102.35 FT (31.20 M) S30E OF THE
 AA5158'NORTHEAST CORNER OF THE SHOEBRIDGE BUILDING, AND 117.08 FT (35.69 M)
 AA5158'N90W OF A PK-NAIL SET IN THE SOUTH SIDE OF A LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0222 ***********************************************************************
 RJ0222  DESIGNATION -  114 USLS
 RJ0222  PID         -  RJ0222
 RJ0222  STATE/COUNTY-  MI/CHIPPEWA
 RJ0222  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0222
 RJ0222                         *CURRENT SURVEY CONTROL
 RJ0222  ___________________________________________________________________
 RJ0222* NAD 83(1986)-  46 25 10.     (N)    084 13 03.     (W)     SCALED    
 RJ0222* NAVD 88     -       206.197  (meters)     676.50   (feet)  ADJUSTED  
 RJ0222  ___________________________________________________________________
 RJ0222  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0222  DYNAMIC HT  -         206.208 (meters)     676.53  (feet)  COMP
 RJ0222  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0222
 RJ0222  VERT ORDER  -  FIRST     CLASS 0
 RJ0222
 RJ0222.The horizontal coordinates were scaled from a topographic map and have
 RJ0222.an estimated accuracy of +/- 6 seconds.
 RJ0222
 RJ0222.The orthometric height was determined by differential leveling
 RJ0222.and adjusted by the National Geodetic Survey in June 1991..
 RJ0222
 RJ0222.The geoid height was determined by GEOID03.
 RJ0222
 RJ0222.The dynamic height is computed by dividing the NAVD 88
 RJ0222.geopotential number by the normal gravity value computed on the
 RJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0222.degrees latitude (g = 980.6199 gals.).
 RJ0222
 RJ0222.The modeled gravity was interpolated from observed gravity values.
 RJ0222
 RJ0222;                    North         East    Units  Estimated Accuracy
 RJ0222;SPC MI N     -   185,600.    8,213,840.      MT  (+/- 180 meters Scaled)
 RJ0222
 RJ0222                          SUPERSEDED SURVEY CONTROL
 RJ0222
 RJ0222.No superseded survey control is available for this station.
 RJ0222
 RJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS138444(NAD 83)
 RJ0222_MARKER: Z = SEE DESCRIPTION
 RJ0222_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0222+WITH SETTING: INTO GROUND
 RJ0222_MARK LOGO: USLS  
 RJ0222_PROJECTION: RECESSED 9 CENTIMETERS
 RJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0222+STABILITY: SURFACE MOTION
 RJ0222_ROD/PIPE-DEPTH: 1.8  meters
 RJ0222
 RJ0222  HISTORY     - Date     Condition        Report By
 RJ0222  HISTORY     - 1969     MONUMENTED       USLS
 RJ0222  HISTORY     - 1969     GOOD             USLS
 RJ0222  HISTORY     - 1983     GOOD             NGS
 RJ0222
 RJ0222                          STATION DESCRIPTION
 RJ0222
 RJ0222'DESCRIBED BY US LAKE SURVEY 1969
 RJ0222'AT SUGAR ISLAND.
 RJ0222'114 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0222'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0222'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0222'MILES SOUTH TO T-INTERSECTION AND VICINITY OF MARK, 73.1 FEET
 RJ0222'SOUTHWEST OF UTILITY POLE NO. USCG-231, 36 FEET SOUTHEAST OF
 RJ0222'INTERSECTING CENTERLINES OF ROADS, 8.9 FEET WEST OF UTILITY
 RJ0222'POLE NO. SU 1-114, 1/3-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0222'HIGHEST POINT ON TOP OF A 1-1/2-INCH IRON ROD, 6 FEET LONG.
 RJ0222
 RJ0222                          STATION RECOVERY (1983)
 RJ0222
 RJ0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0222'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0222'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0222'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0222'ALONG HOMESTEAD ROAD, AT A T JUNCTION, 10.1 METERS (33.0 FT) SOUTH OF
 RJ0222'THE APPROXIMATE CENTER OF 6 MILE ROAD, 16.8 METERS (55.0 FT)
 RJ0222'EAST-SOUTHEAST OF A STOP SIGN, 2.3 METERS (7.4 FT) WEST OF A GUYED
 RJ0222'POWERLINE POLE, AND 0.79 METERS (2.6 FT) NORTHEAST OF THE EAST SUPPORT
 RJ0222'POST FOR PLEASANT VIEW RESORT SIGN.
 RJ0222'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 RJ0222'THE MARK IS 0.09 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9173 ***********************************************************************
 DG9173  DESIGNATION -  11400
 DG9173  PID         -  DG9173
 DG9173  STATE/COUNTY-  MI/BERRIEN
 DG9173  USGS QUAD   -  NILES EAST (1981)
 DG9173
 DG9173                         *CURRENT SURVEY CONTROL
 DG9173  ___________________________________________________________________
 DG9173* NAD 83(1986)-  41 49 27.     (N)    086 14 33.     (W)     SCALED    
 DG9173* NAVD 88     -       223.316  (meters)     732.66   (feet)  ADJUSTED  
 DG9173  ___________________________________________________________________
 DG9173  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DG9173  DYNAMIC HT  -         223.234 (meters)     732.39  (feet)  COMP
 DG9173  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 DG9173
 DG9173  VERT ORDER  -  FIRST     CLASS II
 DG9173
 DG9173.The horizontal coordinates were scaled from a topographic map and have
 DG9173.an estimated accuracy of +/- 6 seconds.
 DG9173
 DG9173.The orthometric height was determined by differential leveling
 DG9173.and adjusted by the National Geodetic Survey in March 2005..
 DG9173
 DG9173.The geoid height was determined by GEOID03.
 DG9173
 DG9173.The dynamic height is computed by dividing the NAVD 88
 DG9173.geopotential number by the normal gravity value computed on the
 DG9173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9173.degrees latitude (g = 980.6199 gals.).
 DG9173
 DG9173.The modeled gravity was interpolated from observed gravity values.
 DG9173
 DG9173;                    North         East    Units  Estimated Accuracy
 DG9173;SPC MI S     -    37,750.    3,844,160.      MT  (+/- 180 meters Scaled)
 DG9173
 DG9173                          SUPERSEDED SURVEY CONTROL
 DG9173
 DG9173.No superseded survey control is available for this station.
 DG9173
 DG9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM629305(NAD 83)
 DG9173_MARKER: DD = SURVEY DISK
 DG9173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9173_STAMPING: 11400 2001
 DG9173_MARK LOGO: MIDT  
 DG9173_PROJECTION: FLUSH
 DG9173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9173+STABILITY: SURFACE MOTION
 DG9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9173+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9173
 DG9173  HISTORY     - Date     Condition        Report By
 DG9173  HISTORY     - 20010611 MONUMENTED       NGS
 DG9173  HISTORY     - 20030513 GOOD             NGS
 DG9173
 DG9173                          STATION DESCRIPTION
 DG9173
 DG9173'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9173'STATION IS LOCATED IN THE CITY OF NILES,  ACROSS THE STREET FROM
 DG9173'CHERRY STREET AND THE STONE ENTRANCE TO THE SILVERBROOK  CEMETERY.  IT
 DG9173'IS IN THE SOUTHWEST 1/4 OF SECTION 25, T-8-S,  R-17-W,  MILTON
 DG9173'TOWNSHIP AND ON CITY PROPERTY.
 DG9173' 
 DG9173'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 12,  STATE HIGHWAY 60  AND
 DG9173'BUSINESS ROUTE 12 AT THE EAST SIDE OF NILES, GO NORTHWEST ON  BUSINESS
 DG9173'ROUTE 12 FOR 1.6 MILES TO THE SILVERBROOK CEMETERY AND  CHERRY STREET
 DG9173'ON THE LEFT AND THE STATION ON THE RIGHT BY A  UTILITY POLE.
 DG9173' 
 DG9173'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9173'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9173'THE GROUND SURFACE.  IT IS 22.0 FEET NORTHEAST OF THE  CENTERLINE OF
 DG9173'BUSINESS ROUTE 12 (MAIN STREET), 8.8 FEET SOUTHWEST  OF THE CENTER OF
 DG9173'A SIDEWALK AND 1.0 FEET SOUTHEAST OF THE UTILITY  POLE AND CARSONITE
 DG9173'WITNESS POST.
 DG9173' 
 DG9173'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0865 ***********************************************************************
 RL0865  DESIGNATION -  1149.2
 RL0865  PID         -  RL0865
 RL0865  STATE/COUNTY-  MI/ONTONAGON
 RL0865  USGS QUAD   -  
 RL0865
 RL0865                         *CURRENT SURVEY CONTROL
 RL0865  ___________________________________________________________________
 RL0865* NAD 83(1986)-  46 41 56.     (N)    089 13 45.     (W)     SCALED    
 RL0865* NAVD 88     -       350.355  (meters)    1149.46   (feet)  ADJUSTED  
 RL0865  ___________________________________________________________________
 RL0865  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 RL0865  DYNAMIC HT  -         350.384 (meters)    1149.55  (feet)  COMP
 RL0865  MODELED GRAV-     980,686.2   (mgal)                       NAVD 88
 RL0865
 RL0865  VERT ORDER  -  SECOND    CLASS 0
 RL0865
 RL0865.The horizontal coordinates were scaled from a topographic map and have
 RL0865.an estimated accuracy of +/- 6 seconds.
 RL0865
 RL0865.The orthometric height was determined by differential leveling
 RL0865.and adjusted by the National Geodetic Survey in June 1991..
 RL0865
 RL0865.The geoid height was determined by GEOID03.
 RL0865
 RL0865.The dynamic height is computed by dividing the NAVD 88
 RL0865.geopotential number by the normal gravity value computed on the
 RL0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0865.degrees latitude (g = 980.6199 gals.).
 RL0865
 RL0865.The modeled gravity was interpolated from observed gravity values.
 RL0865
 RL0865;                    North         East    Units  Estimated Accuracy
 RL0865;SPC MI N     -   215,300.    7,829,540.      MT  (+/- 180 meters Scaled)
 RL0865
 RL0865                          SUPERSEDED SURVEY CONTROL
 RL0865
 RL0865  NGVD 29 (??/??/92)  350.362  (m)         1149.48   (f) ADJ UNCH    2 0
 RL0865
 RL0865.Superseded values are not recommended for survey control.
 RL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0865.See file dsdata.txt to determine how the superseded data were derived.
 RL0865
 RL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS295741(NAD 83)
 RL0865_MARKER: S = SPIKE
 RL0865_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0865_SP_SET: TWIN MAPLE TREE
 RL0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0865
 RL0865  HISTORY     - Date     Condition        Report By
 RL0865  HISTORY     - UNK      MONUMENTED       USGS
 RL0865  HISTORY     - 1948     GOOD             NGS
 RL0865  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0865
 RL0865                          STATION DESCRIPTION
 RL0865
 RL0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0865'4.2 MI SW FROM ROCKLAND.
 RL0865'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL
 RL0865'IN ROCKLAND, THENCE 4.1 MILE SOUTHWEST ALONG THE NORWICH ROAD,
 RL0865'IN THE NORTHEAST QUARTER OF THE ROAD JUNCTION IN VICTORIA, 44
 RL0865'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 19 FEET NORTH
 RL0865'OF THE CENTER LINE OF THE CROSS ROAD, 56 FEET SOUTH OF THE
 RL0865'SOUTHWEST CORNER OF A WHITE CABIN, 10 FEET SOUTHEAST OF BENCH
 RL0865'MARK J 137, ABOUT LEVEL WITH THE ROADS.  A RAILROAD SPIKE DRIVEN
 RL0865'IN THE WEST ROOT OF A LARGE TWIN MAPLE TREE.
 RL0865
 RL0865                          STATION RECOVERY (2001)
 RL0865
 RL0865'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0087 ***********************************************************************
 ME0087  DESIGNATION -  115 1/2
 ME0087  PID         -  ME0087
 ME0087  STATE/COUNTY-  MI/CASS
 ME0087  USGS QUAD   -  EDWARDSBURG (1981)
 ME0087
 ME0087                         *CURRENT SURVEY CONTROL
 ME0087  ___________________________________________________________________
 ME0087* NAD 83(1986)-  41 48 49.     (N)    086 04 19.     (W)     SCALED    
 ME0087* NAVD 88     -       255.850  (meters)     839.40   (feet)  ADJUSTED  
 ME0087  ___________________________________________________________________
 ME0087  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 ME0087  DYNAMIC HT  -         255.756 (meters)     839.09  (feet)  COMP
 ME0087  MODELED GRAV-     980,248.8   (mgal)                       NAVD 88
 ME0087
 ME0087  VERT ORDER  -  SECOND    CLASS 0
 ME0087
 ME0087.The horizontal coordinates were scaled from a topographic map and have
 ME0087.an estimated accuracy of +/- 6 seconds.
 ME0087
 ME0087.The orthometric height was determined by differential leveling
 ME0087.and adjusted by the National Geodetic Survey in June 1991..
 ME0087
 ME0087.The geoid height was determined by GEOID03.
 ME0087
 ME0087.The dynamic height is computed by dividing the NAVD 88
 ME0087.geopotential number by the normal gravity value computed on the
 ME0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0087.degrees latitude (g = 980.6199 gals.).
 ME0087
 ME0087.The modeled gravity was interpolated from observed gravity values.
 ME0087
 ME0087;                    North         East    Units  Estimated Accuracy
 ME0087;SPC MI S     -    36,270.    3,858,300.      MT  (+/- 180 meters Scaled)
 ME0087
 ME0087                          SUPERSEDED SURVEY CONTROL
 ME0087
 ME0087  NGVD 29 (??/??/92)  255.978  (m)          839.82   (f) ADJ UNCH    2 0
 ME0087
 ME0087.Superseded values are not recommended for survey control.
 ME0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0087.See file dsdata.txt to determine how the superseded data were derived.
 ME0087
 ME0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM770294(NAD 83)
 ME0087_MARKER: DD = SURVEY DISK
 ME0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0087_STAMPING: BM 115-1/2
 ME0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0087+STABILITY: SURFACE MOTION
 ME0087
 ME0087  HISTORY     - Date     Condition        Report By
 ME0087  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0087  HISTORY     - 1934     GOOD             NGS
 ME0087  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0087
 ME0087                          STATION DESCRIPTION
 ME0087
 ME0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0087'1.5 MI NE FROM EDWARDSBURG.
 ME0087'1.5 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM EDWARDSBURG,
 ME0087'CASS COUNTY, ABOUT 200 FEET SOUTHWEST OF SIGNAL TOWER 1156, 45
 ME0087'FEET NORTHWEST OF THE WEST RAIL, 2 FEET SOUTHEAST OF THE
 ME0087'RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 ME0087'A GRAND TRUNK RAILWAY STANDARD DISK, STAMPED BM 115-1/2 AND
 ME0087'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 ME0087'GROUND.
 ME0087
 ME0087                          STATION RECOVERY (1977)
 ME0087
 ME0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5159 ***********************************************************************
 AA5159  DESIGNATION -  115 SCIO
 AA5159  PID         -  AA5159
 AA5159  STATE/COUNTY-  MI/WASHTENAW
 AA5159  USGS QUAD   -  ANN ARBOR WEST (1983)
 AA5159
 AA5159                         *CURRENT SURVEY CONTROL
 AA5159  ___________________________________________________________________
 AA5159* NAD 83(1994)-  42 17 45.65498(N)    083 50 20.37041(W)     ADJUSTED  
 AA5159* NAVD 88     -       270.3    (meters)     887.     (feet)  GPS OBS   
 AA5159  ___________________________________________________________________
 AA5159  X           -     507,111.893 (meters)                     COMP
 AA5159  Y           -  -4,697,818.578 (meters)                     COMP
 AA5159  Z           -   4,270,140.842 (meters)                     COMP
 AA5159  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA5159  ELLIP HEIGHT-         236.52  (meters)          (07/12/02) GPS OBS
 AA5159  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AA5159
 AA5159  HORZ ORDER  -  FIRST
 AA5159  ELLP ORDER  -  FOURTH    CLASS I
 AA5159
 AA5159.The horizontal coordinates were established by GPS observations
 AA5159.and adjusted by the National Geodetic Survey in February 1997..
 AA5159
 AA5159.The orthometric height was determined by GPS observations and a
 AA5159.high-resolution geoid model.
 AA5159
 AA5159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5159
 AA5159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5159
 AA5159.The ellipsoidal height was determined by GPS observations
 AA5159.and is referenced to NAD 83.
 AA5159
 AA5159.The geoid height was determined by GEOID03.
 AA5159
 AA5159;                    North         East     Units Scale Factor Converg.
 AA5159;SPC MI S     -    88,556.280 4,043,513.009   MT  0.99995936   +0 21 32.8
 AA5159;SPC MI S     -   290,538.98 13,266,118.80   iFT  0.99995936   +0 21 32.8
 AA5159;UTM  17      - 4,686,546.949   265,965.107   MT  1.00027397   -1 54 41.0
 AA5159
 AA5159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5159!SPC MI S     -   0.99996291  x   0.99995936  =   0.99992227
 AA5159!UTM  17      -   0.99996291  x   1.00027397  =   1.00023687
 AA5159
 AA5159                          SUPERSEDED SURVEY CONTROL
 AA5159
 AA5159  ELLIP H (02/03/97)  236.55   (m)                       GP(       ) 4 1
 AA5159  NAD 83(1986)-  42 17 45.66022(N)    083 50 20.39541(W) AD(       ) 1
 AA5159
 AA5159.Superseded values are not recommended for survey control.
 AA5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5159.See file dsdata.txt to determine how the superseded data were derived.
 AA5159
 AA5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6596586547(NAD 83)
 AA5159_MARKER: DD = SURVEY DISK
 AA5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5159_STAMPING: 115
 AA5159_MARK LOGO: MI-161
 AA5159_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5159+STABILITY: SURFACE MOTION
 AA5159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5159+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5159
 AA5159  HISTORY     - Date     Condition        Report By
 AA5159  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5159  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AA5159  HISTORY     - 20010405 MARK NOT FOUND   LOCENG
 AA5159
 AA5159                          STATION DESCRIPTION
 AA5159
 AA5159'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 AA5159'THE STATION IS LOCATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5159'APPROXIMATELY 5.0 MI (8.0 KM) WEST OF THE CITY OF ANN ARBOR, IN THE
 AA5159'NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 2 SOUTH, RANGE 5 EAST, SCIO
 AA5159'TOWNSHIP, IN THE FRONT YARD OF THE WASHTENAW COUNTY ROAD COMMISSION.
 AA5159'TO REACH THE STATION FROM THE INTERSECTION OF WESTBOUND I-94 AND ZEEB
 AA5159'ROAD, TURN RIGHT AT THE TRAFFIC SIGNAL AT THE INTERSECTION OF THE
 AA5159'SERVICE DRIVE AND ZEEB ROAD AND PROCEED NORTH ON ZEEB ROAD FOR
 AA5159'APPROXIMATELY 600 FT (182.9 M) TO THE SOUTH ENTRANCE DRIVE TO THE
 AA5159'WASHTENAW COUNTY ROAD COMMISSION MAIN YARD. TURN LEFT INTO THE MAIN
 AA5159'YARD. THE STATION IS LOCATED ON THE WEST SIDE OF ZEEB ROAD, IN THE
 AA5159'GRASS APRON BETWEEN THE NORTH AND SOUTH ENTRANCE DRIVES TO THE YARD.
 AA5159'THE STATION IS AN ALUMINUM SURVEY DISK, SET IN TOP OF A
 AA5159'POURED-IN-PLACE CONCRETE MONUMENT, AND STAMPED "WASHTENAW COUNTY
 AA5159'REMONUMENTATION GEODETIC CONTROL 115". IF TROUBLE IS EXPERIENCED IN
 AA5159'LOCATING THE STATION, CONTACT THE SURVEY DEPARTMENT IN THE ROAD
 AA5159'COMMISSION BUILDING.
 AA5159
 AA5159                          STATION RECOVERY (2001)
 AA5159
 AA5159'RECOVERY NOTE BY US POWER SQUADRON 2001 (LEB)
 AA5159'DESTROYED - CONSTRUCTION OF NEW BUILDING DESTROYED THIS MONUMENT.
 AA5159'VERIFIED BY COUNTY SURVEYOR LEVIN ANDERSON WHO WITNESSED DESTRUCTION.
 AA5159' 
 AA5159' 
 AA5159
 AA5159                          STATION RECOVERY (2001)
 AA5159
 AA5159'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 AA5159'STATION HAS APPARENTLY BEEN REMOVED DUE TO CONSTRUCTION OF A NEW
 AA5159'PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0026 ***********************************************************************
 RM0026  DESIGNATION -  1167 C
 RM0026  PID         -  RM0026
 RM0026  STATE/COUNTY-  MI/GOGEBIC
 RM0026  USGS QUAD   -  ORONTO BAY (1980)
 RM0026
 RM0026                         *CURRENT SURVEY CONTROL
 RM0026  ___________________________________________________________________
 RM0026* NAD 83(1986)-  46 34 54.     (N)    090 23 07.     (W)     SCALED    
 RM0026* NAVD 88     -       206.645  (meters)     677.97   (feet)  ADJUSTED  
 RM0026  ___________________________________________________________________
 RM0026  GEOID HEIGHT-         -31.17  (meters)                     GEOID03
 RM0026  DYNAMIC HT  -         206.662 (meters)     678.02  (feet)  COMP
 RM0026  MODELED GRAV-     980,695.5   (mgal)                       NAVD 88
 RM0026
 RM0026  VERT ORDER  -  SECOND    CLASS 0
 RM0026
 RM0026.The horizontal coordinates were scaled from a topographic map and have
 RM0026.an estimated accuracy of +/- 6 seconds.
 RM0026
 RM0026.The orthometric height was determined by differential leveling
 RM0026.and adjusted by the National Geodetic Survey in June 1991..
 RM0026
 RM0026.The geoid height was determined by GEOID03.
 RM0026
 RM0026.The dynamic height is computed by dividing the NAVD 88
 RM0026.geopotential number by the normal gravity value computed on the
 RM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0026.degrees latitude (g = 980.6199 gals.).
 RM0026
 RM0026.The modeled gravity was interpolated from observed gravity values.
 RM0026
 RM0026;                    North         East    Units  Estimated Accuracy
 RM0026;SPC MI N     -   205,420.    7,740,630.      MT  (+/- 180 meters Scaled)
 RM0026
 RM0026                          SUPERSEDED SURVEY CONTROL
 RM0026
 RM0026  NGVD 29 (??/??/92)  206.672  (m)          678.06   (f) ADJ UNCH    2 0
 RM0026
 RM0026.Superseded values are not recommended for survey control.
 RM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0026.See file dsdata.txt to determine how the superseded data were derived.
 RM0026
 RM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM003619(NAD 83)
 RM0026_MARKER: DD = SURVEY DISK
 RM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0026_STAMPING: 1167 C 1935
 RM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0026+STABILITY: SURFACE MOTION
 RM0026
 RM0026  HISTORY     - Date     Condition        Report By
 RM0026  HISTORY     - 1935     MONUMENTED       USGS
 RM0026  HISTORY     - 1948     GOOD             NGS
 RM0026  HISTORY     - 19960625 GOOD             USPSQD
 RM0026  HISTORY     - 20020613 GOOD             USPSQD
 RM0026
 RM0026                          STATION DESCRIPTION
 RM0026
 RM0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0026'7.2 MI NE FROM SAXON.
 RM0026'ABOUT 4.9 MILES NORTH ALONG STATE HIGHWAY 122 FROM THE POST
 RM0026'OFFICE AT SAXON, WISCONSIN TO THE MICHIGAN STATE LINE, THENCE
 RM0026'ABOUT 2.25 MILES NORTHEAST ALONG A MICHIGAN COUNTY ROAD LEADING
 RM0026'TO LITTLE GIRLS POINT PARK, ABOUT 0.45 MILE SOUTHWEST OF LAKE
 RM0026'SUPERIOR BIBLE CAMP, AT THE JUNCTION OF POWERS ROAD LEADING
 RM0026'SOUTHEAST, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 RM0026'34 FEET NORTHEAST OF THE CENTER LINE OF POWERS ROAD, 148 FEET
 RM0026'SOUTHWEST OF THE SOUTHEAST END OF A TWIN 36-INCH PIPE CULVERT,
 RM0026'4 FEET ABOVE THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 RM0026'PROJECTING 3 INCHES.
 RM0026
 RM0026                          STATION RECOVERY (1996)
 RM0026
 RM0026'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0026'RECOVERED IN GOOD CONDITION.
 RM0026
 RM0026                          STATION RECOVERY (2002)
 RM0026
 RM0026'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0089 ***********************************************************************
 ME0089  DESIGNATION -  117 1/2
 ME0089  PID         -  ME0089
 ME0089  STATE/COUNTY-  MI/CASS
 ME0089  USGS QUAD   -  EDWARDSBURG (1981)
 ME0089
 ME0089                         *CURRENT SURVEY CONTROL
 ME0089  ___________________________________________________________________
 ME0089* NAD 83(1986)-  41 50 22.     (N)    086 03 24.     (W)     SCALED    
 ME0089* NAVD 88     -       262.567  (meters)     861.44   (feet)  ADJUSTED  
 ME0089  ___________________________________________________________________
 ME0089  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 ME0089  DYNAMIC HT  -         262.471 (meters)     861.12  (feet)  COMP
 ME0089  MODELED GRAV-     980,251.4   (mgal)                       NAVD 88
 ME0089
 ME0089  VERT ORDER  -  SECOND    CLASS 0
 ME0089
 ME0089.The horizontal coordinates were scaled from a topographic map and have
 ME0089.an estimated accuracy of +/- 6 seconds.
 ME0089
 ME0089.The orthometric height was determined by differential leveling
 ME0089.and adjusted by the National Geodetic Survey in June 1991..
 ME0089
 ME0089.The geoid height was determined by GEOID03.
 ME0089
 ME0089.The dynamic height is computed by dividing the NAVD 88
 ME0089.geopotential number by the normal gravity value computed on the
 ME0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0089.degrees latitude (g = 980.6199 gals.).
 ME0089
 ME0089.The modeled gravity was interpolated from observed gravity values.
 ME0089
 ME0089;                    North         East    Units  Estimated Accuracy
 ME0089;SPC MI S     -    39,120.    3,859,630.      MT  (+/- 180 meters Scaled)
 ME0089
 ME0089                          SUPERSEDED SURVEY CONTROL
 ME0089
 ME0089  NGVD 29 (??/??/92)  262.694  (m)          861.86   (f) ADJ UNCH    2 0
 ME0089
 ME0089.Superseded values are not recommended for survey control.
 ME0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0089.See file dsdata.txt to determine how the superseded data were derived.
 ME0089
 ME0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM783323(NAD 83)
 ME0089_MARKER: DD = SURVEY DISK
 ME0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0089_STAMPING: BM 117-1/2
 ME0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0089+STABILITY: SURFACE MOTION
 ME0089
 ME0089  HISTORY     - Date     Condition        Report By
 ME0089  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0089  HISTORY     - 1934     GOOD             NGS
 ME0089  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0089
 ME0089                          STATION DESCRIPTION
 ME0089
 ME0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0089'3.5 MI NE FROM EDWARDSBURG.
 ME0089'3.5 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM
 ME0089'EDWARDSBURG, CASS COUNTY, ABOUT 50 YARDS SOUTHWEST OF SIGNAL
 ME0089'1174, 40 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD, 22 FEET
 ME0089'NORTHWEST OF THE WEST RAIL, 10 FEET SOUTH OF THE SOUTH HIGHWAY
 ME0089'FENCE, AND ABOUT 3 FEET LOWER THAN THE TOP OF RAIL.  A GRAND
 ME0089'TRUNK RAILWAY STANDARD DISK, STAMPED BM 117-1/2 AND SET IN THE
 ME0089'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 ME0089
 ME0089                          STATION RECOVERY (1977)
 ME0089
 ME0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0874 ***********************************************************************
 RL0874  DESIGNATION -  1172.7
 RL0874  PID         -  RL0874
 RL0874  STATE/COUNTY-  MI/ONTONAGON
 RL0874  USGS QUAD   -  OAK BLUFF (1982)
 RL0874
 RL0874                         *CURRENT SURVEY CONTROL
 RL0874  ___________________________________________________________________
 RL0874* NAD 83(1986)-  46 40 46.     (N)    089 21 54.     (W)     SCALED    
 RL0874* NAVD 88     -       357.518  (meters)    1172.96   (feet)  ADJUSTED  
 RL0874  ___________________________________________________________________
 RL0874  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RL0874  DYNAMIC HT  -         357.550 (meters)    1173.06  (feet)  COMP
 RL0874  MODELED GRAV-     980,693.8   (mgal)                       NAVD 88
 RL0874
 RL0874  VERT ORDER  -  SECOND    CLASS 0
 RL0874
 RL0874.The horizontal coordinates were scaled from a topographic map and have
 RL0874.an estimated accuracy of +/- 6 seconds.
 RL0874
 RL0874.The orthometric height was determined by differential leveling
 RL0874.and adjusted by the National Geodetic Survey in June 1991..
 RL0874
 RL0874.The geoid height was determined by GEOID03.
 RL0874
 RL0874.The dynamic height is computed by dividing the NAVD 88
 RL0874.geopotential number by the normal gravity value computed on the
 RL0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0874.degrees latitude (g = 980.6199 gals.).
 RL0874
 RL0874.The modeled gravity was interpolated from observed gravity values.
 RL0874
 RL0874;                    North         East    Units  Estimated Accuracy
 RL0874;SPC MI N     -   213,440.    7,819,100.      MT  (+/- 180 meters Scaled)
 RL0874
 RL0874                          SUPERSEDED SURVEY CONTROL
 RL0874
 RL0874  NGVD 29 (??/??/92)  357.525  (m)         1172.98   (f) ADJ UNCH    2 0
 RL0874
 RL0874.Superseded values are not recommended for survey control.
 RL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0874.See file dsdata.txt to determine how the superseded data were derived.
 RL0874
 RL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS191722(NAD 83)
 RL0874_MARKER: S = SPIKE
 RL0874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0874_SP_SET: MAPLE TREE
 RL0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0874
 RL0874  HISTORY     - Date     Condition        Report By
 RL0874  HISTORY     - UNK      MONUMENTED       USGS
 RL0874  HISTORY     - 1948     GOOD             NGS
 RL0874  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0874
 RL0874                          STATION DESCRIPTION
 RL0874
 RL0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0874'11.4 MI SW FROM ROCKLAND.
 RL0874'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0874'ROCKLAND, THENCE 11.3 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0874'AT THE JUNCTION OF A ROAD SOUTH TO NORWICH LOOKOUT TOWER, 47
 RL0874'FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 13 FEET EAST
 RL0874'OF THE CENTER LINE OF THE SIDE ROAD, 61 FEET SOUTH-SOUTHEAST
 RL0874'OF A NORWICH - VICTORIA SIGN POST, 50 FEET SOUTHWEST OF THE
 RL0874'SOUTH END OF A 30-INCH PIPE CULVERT, ABOUT LEVEL WITH THE SIDE
 RL0874'ROAD.  A RAILROAD SPIKE SET IN A 6-INCH MAPLE TREE.
 RL0874
 RL0874                          STATION RECOVERY (2001)
 RL0874
 RL0874'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0838 ***********************************************************************
 RL0838  DESIGNATION -  1175.8
 RL0838  PID         -  RL0838
 RL0838  STATE/COUNTY-  MI/ONTONAGON
 RL0838  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0838
 RL0838                         *CURRENT SURVEY CONTROL
 RL0838  ___________________________________________________________________
 RL0838* NAD 83(1986)-  46 39 51.     (N)    089 23 40.     (W)     SCALED    
 RL0838* NAVD 88     -       358.431  (meters)    1175.95   (feet)  ADJUSTED  
 RL0838  ___________________________________________________________________
 RL0838  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 RL0838  DYNAMIC HT  -         358.461 (meters)    1176.05  (feet)  COMP
 RL0838  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 RL0838
 RL0838  VERT ORDER  -  SECOND    CLASS 0
 RL0838
 RL0838.The horizontal coordinates were scaled from a topographic map and have
 RL0838.an estimated accuracy of +/- 6 seconds.
 RL0838
 RL0838.The orthometric height was determined by differential leveling
 RL0838.and adjusted by the National Geodetic Survey in June 1991..
 RL0838
 RL0838.The geoid height was determined by GEOID03.
 RL0838
 RL0838.The dynamic height is computed by dividing the NAVD 88
 RL0838.geopotential number by the normal gravity value computed on the
 RL0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0838.degrees latitude (g = 980.6199 gals.).
 RL0838
 RL0838.The modeled gravity was interpolated from observed gravity values.
 RL0838
 RL0838;                    North         East    Units  Estimated Accuracy
 RL0838;SPC MI N     -   211,810.    7,816,790.      MT  (+/- 180 meters Scaled)
 RL0838
 RL0838                          SUPERSEDED SURVEY CONTROL
 RL0838
 RL0838  NGVD 29 (??/??/92)  358.434  (m)         1175.96   (f) ADJ UNCH    2 0
 RL0838
 RL0838.Superseded values are not recommended for survey control.
 RL0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0838.See file dsdata.txt to determine how the superseded data were derived.
 RL0838
 RL0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS168706(NAD 83)
 RL0838_MARKER: N = NAIL
 RL0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0838_SP_SET: FORKED ASH TREE
 RL0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0838
 RL0838  HISTORY     - Date     Condition        Report By
 RL0838  HISTORY     - UNK      MONUMENTED       USGS
 RL0838  HISTORY     - 1948     GOOD             NGS
 RL0838  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0838  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0838  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0838
 RL0838                          STATION DESCRIPTION
 RL0838
 RL0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0838'8.4 MI N FROM MATCHWOOD.
 RL0838'ABOUT 8.35 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0838'OF STATE HIGHWAY 28 AT MATCHWOOD, NEAR THE TOP OF A KNOLL, ON
 RL0838'THE WEST EDGE OF A MEADOW CLEARING, 29 FEET SOUTHEAST OF THE
 RL0838'CENTER LINE OF THE ROAD, SET IN THE NORTHWEST ROOT OF A 20-INCH
 RL0838'FORKED ASH TREE AND ABOUT 3 FEET BELOW THE ROAD.
 RL0838
 RL0838                          STATION RECOVERY (1996)
 RL0838
 RL0838'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0838'MARK NOT FOUND.
 RL0838
 RL0838                          STATION RECOVERY (2001)
 RL0838
 RL0838'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0838'MARK NOT FOUND.
 RL0838
 RL0838                          STATION RECOVERY (2004)
 RL0838
 RL0838'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0829 ***********************************************************************
 RL0829  DESIGNATION -  1188.7
 RL0829  PID         -  RL0829
 RL0829  STATE/COUNTY-  MI/ONTONAGON
 RL0829  USGS QUAD   -  
 RL0829
 RL0829                         *CURRENT SURVEY CONTROL
 RL0829  ___________________________________________________________________
 RL0829* NAD 83(1986)-  46 35 37.     (N)    089 23 46.     (W)     SCALED    
 RL0829* NAVD 88     -       362.384  (meters)    1188.92   (feet)  ADJUSTED  
 RL0829  ___________________________________________________________________
 RL0829  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL0829  DYNAMIC HT  -         362.399 (meters)    1188.97  (feet)  COMP
 RL0829  MODELED GRAV-     980,645.3   (mgal)                       NAVD 88
 RL0829
 RL0829  VERT ORDER  -  SECOND    CLASS 0
 RL0829
 RL0829.The horizontal coordinates were scaled from a topographic map and have
 RL0829.an estimated accuracy of +/- 6 seconds.
 RL0829
 RL0829.The orthometric height was determined by differential leveling
 RL0829.and adjusted by the National Geodetic Survey in June 1991..
 RL0829
 RL0829.The geoid height was determined by GEOID03.
 RL0829
 RL0829.The dynamic height is computed by dividing the NAVD 88
 RL0829.geopotential number by the normal gravity value computed on the
 RL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0829.degrees latitude (g = 980.6199 gals.).
 RL0829
 RL0829.The modeled gravity was interpolated from observed gravity values.
 RL0829
 RL0829;                    North         East    Units  Estimated Accuracy
 RL0829;SPC MI N     -   203,980.    7,816,430.      MT  (+/- 180 meters Scaled)
 RL0829
 RL0829                          SUPERSEDED SURVEY CONTROL
 RL0829
 RL0829  NGVD 29 (??/??/92)  362.370  (m)         1188.88   (f) ADJ UNCH    2 0
 RL0829
 RL0829.Superseded values are not recommended for survey control.
 RL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0829.See file dsdata.txt to determine how the superseded data were derived.
 RL0829
 RL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS164627(NAD 83)
 RL0829_MARKER: Q = CHISELED SQUARE
 RL0829_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0829_SP_SET: CULVERT
 RL0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0829
 RL0829  HISTORY     - Date     Condition        Report By
 RL0829  HISTORY     - UNK      MONUMENTED       USGS
 RL0829  HISTORY     - 1948     GOOD             NGS
 RL0829  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0829  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0829  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0829
 RL0829                          STATION DESCRIPTION
 RL0829
 RL0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0829'2.6 MI N FROM MATCHWOOD.
 RL0829'ABOUT 2.6 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0829'OF STATE HIGHWAY 28 AT MATCHWOOD, ABOUT 75 YARDS NORTHEAST
 RL0829'OF A LARGE DAIRY BARN, AN OUTLINED SQUARE ON THE TOP OF THE
 RL0829'NORTH END OF THE EAST HEAD WALL OF A 7-FOOT CONCRETE PIPE CULVERT,
 RL0829'13 FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT
 RL0829'ABOVE THE ROAD.
 RL0829
 RL0829                          STATION RECOVERY (1996)
 RL0829
 RL0829'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0829'MARK NOT FOUND.
 RL0829
 RL0829                          STATION RECOVERY (2001)
 RL0829
 RL0829'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0829'MARK NOT FOUND.
 RL0829
 RL0829                          STATION RECOVERY (2004)
 RL0829
 RL0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0829'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0177 ***********************************************************************
 NF0177  DESIGNATION -  12 0 1
 NF0177  PID         -  NF0177
 NF0177  STATE/COUNTY-  MI/JACKSON
 NF0177  USGS QUAD   -  ONSTED (1980)
 NF0177
 NF0177                         *CURRENT SURVEY CONTROL
 NF0177  ___________________________________________________________________
 NF0177* NAD 83(1986)-  42 04 52.     (N)    084 08 05.     (W)     SCALED    
 NF0177* NAVD 88     -       302.311  (meters)     991.83   (feet)  ADJUSTED  
 NF0177  ___________________________________________________________________
 NF0177  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 NF0177  DYNAMIC HT  -         302.197 (meters)     991.46  (feet)  COMP
 NF0177  MODELED GRAV-     980,236.9   (mgal)                       NAVD 88
 NF0177
 NF0177  VERT ORDER  -  SECOND    CLASS 0
 NF0177
 NF0177.The horizontal coordinates were scaled from a topographic map and have
 NF0177.an estimated accuracy of +/- 6 seconds.
 NF0177
 NF0177.The orthometric height was determined by differential leveling
 NF0177.and adjusted by the National Geodetic Survey in June 1991..
 NF0177
 NF0177.The geoid height was determined by GEOID03.
 NF0177
 NF0177.The dynamic height is computed by dividing the NAVD 88
 NF0177.geopotential number by the normal gravity value computed on the
 NF0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0177.degrees latitude (g = 980.6199 gals.).
 NF0177
 NF0177.The modeled gravity was interpolated from observed gravity values.
 NF0177
 NF0177;                    North         East    Units  Estimated Accuracy
 NF0177;SPC MI S     -    64,580.    4,019,190.      MT  (+/- 180 meters Scaled)
 NF0177
 NF0177                          SUPERSEDED SURVEY CONTROL
 NF0177
 NF0177  NGVD 29 (??/??/92)  302.418  (m)          992.18   (f) ADJ UNCH    2 0
 NF0177
 NF0177.Superseded values are not recommended for survey control.
 NF0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0177.See file dsdata.txt to determine how the superseded data were derived.
 NF0177
 NF0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM370627(NAD 83)
 NF0177_MARKER: DD = SURVEY DISK
 NF0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0177_STAMPING: 12 01 1934
 NF0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0177+STABILITY: SURFACE MOTION
 NF0177
 NF0177  HISTORY     - Date     Condition        Report By
 NF0177  HISTORY     - 1934     MONUMENTED       MIGS
 NF0177  HISTORY     - 1934     GOOD             NGS
 NF0177  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0177
 NF0177                          STATION DESCRIPTION
 NF0177
 NF0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0177'7.1 MI SE FROM BROOKLYN.
 NF0177'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0177'JACKSON COUNTY, 72 YARDS WEST OF THE JUNCTION WITH COUNTY
 NF0177'HIGHWAY 352 LEADING NORTH, 41 YARDS SOUTHWEST OF THE SOUTHWEST
 NF0177'CORNER OF THE RESIDENCE OF J. DENNY, 34.4 FEET NORTHWEST OF
 NF0177'THE NORTHWEST CORNER OF THE CHIEF WAMPLER RIDING ACADEMY BARN,
 NF0177'23.0 FEET SOUTH OF THE CENTERLINE OF COUNTY HIGHWAY 352, AND
 NF0177'1.0 FOOT HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 NF0177'STAMPED 12 01 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0177
 NF0177                          STATION RECOVERY (2003)
 NF0177
 NF0177'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6782 ***********************************************************************
 AA6782  DESIGNATION -  12 1
 AA6782  PID         -  AA6782
 AA6782  STATE/COUNTY-  MI/WAYNE
 AA6782  USGS QUAD   -  YPSILANTI EAST (1983)
 AA6782
 AA6782                         *CURRENT SURVEY CONTROL
 AA6782  ___________________________________________________________________
 AA6782* NAD 83(1994)-  42 14 51.33557(N)    083 30 59.95778(W)     ADJUSTED  
 AA6782* NAVD 88     -       213.2    (meters)     699.     (feet)  GPS OBS   
 AA6782  ___________________________________________________________________
 AA6782  X           -     533,936.626 (meters)                     COMP
 AA6782  Y           -  -4,698,443.951 (meters)                     COMP
 AA6782  Z           -   4,266,122.021 (meters)                     COMP
 AA6782  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AA6782  ELLIP HEIGHT-         179.00  (meters)          (07/12/02) GPS OBS
 AA6782  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AA6782
 AA6782  HORZ ORDER  -  FIRST
 AA6782  ELLP ORDER  -  FOURTH    CLASS I
 AA6782
 AA6782.The horizontal coordinates were established by GPS observations
 AA6782.and adjusted by the National Geodetic Survey in February 1997..
 AA6782
 AA6782.The orthometric height was determined by GPS observations and a
 AA6782.high-resolution geoid model.
 AA6782
 AA6782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6782
 AA6782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6782
 AA6782.The ellipsoidal height was determined by GPS observations
 AA6782.and is referenced to NAD 83.
 AA6782
 AA6782.The geoid height was determined by GEOID03.
 AA6782
 AA6782;                    North         East     Units Scale Factor Converg.
 AA6782;SPC MI S     -    83,395.569 4,070,147.046   MT  0.99996832   +0 34 42.4
 AA6782;SPC MI S     -   273,607.51 13,353,500.81   iFT  0.99996832   +0 34 42.4
 AA6782;UTM  17      - 4,680,333.528   292,380.011   MT  1.00013041   -1 41 33.5
 AA6782
 AA6782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6782!SPC MI S     -   0.99997193  x   0.99996832  =   0.99994025
 AA6782!UTM  17      -   0.99997193  x   1.00013041  =   1.00010233
 AA6782
 AA6782                          SUPERSEDED SURVEY CONTROL
 AA6782
 AA6782  ELLIP H (02/03/97)  179.02   (m)                       GP(       ) 4 1
 AA6782  NAD 83(1986)-  42 14 51.34273(N)    083 30 59.98619(W) AD(       ) 1
 AA6782
 AA6782.Superseded values are not recommended for survey control.
 AA6782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6782.See file dsdata.txt to determine how the superseded data were derived.
 AA6782
 AA6782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9238080334(NAD 83)
 AA6782_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6782_STAMPING: 12-1 1994
 AA6782_MARK LOGO: MI-163
 AA6782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6782+STABILITY: SURFACE MOTION
 AA6782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6782+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6782
 AA6782  HISTORY     - Date     Condition        Report By
 AA6782  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6782
 AA6782                          STATION DESCRIPTION
 AA6782
 AA6782'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6782'STATION IS LOCATED ON THE NORTH SIDE OF WILLOW RUN AIRPORT IN THE
 AA6782'MEDIAN OF ECORSE ROAD. TO REACH FROM THE INTERSECTION OF US 12
 AA6782'(MICHIGAN AVENUE) AND DENTON ROAD, PROCEED SOUTH ON DENTON ROAD FOR
 AA6782'1.0  MILES TO ECORSE ROAD, THENCE GO EAST ON ECORSE FOR 0.35 MILESTO A
 AA6782'GRAVEL TURN-AROUND AND THE STATION IN THE MEDIAN OF ECORSE. THE
 AA6782'STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12
 AA6782'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6782'OF EAST BOUND ECORSE IS S 0 W, 41.85 FEET,  CENTERLINE OF WEST BOUND
 AA6782'ECORSE IS N 0 W, 28.3  FEET, CENTERLINE OF THE GRAVEL TURN-AROUND IS N
 AA6782'90 W, 23.50 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6780 ***********************************************************************
 AA6780  DESIGNATION -  12 2
 AA6780  PID         -  AA6780
 AA6780  STATE/COUNTY-  MI/WAYNE
 AA6780  USGS QUAD   -  BELLEVILLE (1980)
 AA6780
 AA6780                         *CURRENT SURVEY CONTROL
 AA6780  ___________________________________________________________________
 AA6780* NAD 83(1994)-  42 12 54.26334(N)    083 29 36.17125(W)     ADJUSTED  
 AA6780* NAVD 88     -       207.6    (meters)     681.     (feet)  GPS OBS   
 AA6780  ___________________________________________________________________
 AA6780  X           -     536,119.780 (meters)                     COMP
 AA6780  Y           -  -4,700,634.770 (meters)                     COMP
 AA6780  Z           -   4,263,443.440 (meters)                     COMP
 AA6780  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AA6780  ELLIP HEIGHT-         173.26  (meters)          (07/12/02) GPS OBS
 AA6780  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AA6780
 AA6780  HORZ ORDER  -  FIRST
 AA6780  ELLP ORDER  -  FOURTH    CLASS I
 AA6780
 AA6780.The horizontal coordinates were established by GPS observations
 AA6780.and adjusted by the National Geodetic Survey in February 1997..
 AA6780
 AA6780.The orthometric height was determined by GPS observations and a
 AA6780.high-resolution geoid model.
 AA6780
 AA6780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6780
 AA6780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6780
 AA6780.The ellipsoidal height was determined by GPS observations
 AA6780.and is referenced to NAD 83.
 AA6780
 AA6780.The geoid height was determined by GEOID03.
 AA6780
 AA6780;                    North         East     Units Scale Factor Converg.
 AA6780;SPC MI S     -    79,803.266 4,072,105.129   MT  0.99997474   +0 35 39.5
 AA6780;SPC MI S     -   261,821.74 13,359,924.96   iFT  0.99997474   +0 35 39.5
 AA6780;UTM  17      - 4,676,665.901   294,194.509   MT  1.00012119   -1 40 33.3
 AA6780
 AA6780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6780!SPC MI S     -   0.99997283  x   0.99997474  =   0.99994757
 AA6780!UTM  17      -   0.99997283  x   1.00012119  =   1.00009401
 AA6780
 AA6780:                Primary Azimuth Mark                     Grid Az
 AA6780:SPC MI S     -  12 5                                     198 25 56.8
 AA6780:UTM  17      -  12 5                                     200 42 09.6
 AA6780
 AA6780|---------------------------------------------------------------------|
 AA6780| PID    Reference Object                     Distance      Geod. Az  |
 AA6780|                                                           dddmmss.s |
 AA6780| AA6804 12 5                                APPROX. 0.5 KM 1990136.3 |
 AA6780|---------------------------------------------------------------------|
 AA6780
 AA6780                          SUPERSEDED SURVEY CONTROL
 AA6780
 AA6780  ELLIP H (02/03/97)  173.28   (m)                       GP(       ) 4 1
 AA6780  NAD 83(1986)-  42 12 54.27057(N)    083 29 36.19953(W) AD(       ) 1
 AA6780
 AA6780.Superseded values are not recommended for survey control.
 AA6780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6780.See file dsdata.txt to determine how the superseded data were derived.
 AA6780
 AA6780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9419576666(NAD 83)
 AA6780_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6780_STAMPING: 12-2 1994
 AA6780_MARK LOGO: MI-163
 AA6780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6780+STABILITY: SURFACE MOTION
 AA6780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6780+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6780
 AA6780  HISTORY     - Date     Condition        Report By
 AA6780  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6780
 AA6780                          STATION DESCRIPTION
 AA6780
 AA6780'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6780'STATION IS LOCATED 1 MILENORTHWEST OF BELLEVILLE, MICHIGAN ON QUARK
 AA6780'ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND  BELLEVILLE
 AA6780'ROAD (EXIT 190), PROCEED SOUTH ON BELLEVILLE ROAD FOR 0.7  MILESTO
 AA6780'QUARK ROAD, THENCE GO NORTHWESTERLY ON QUARK FOR 0.15 MILESTO HOUSE
 AA6780'ADDRESS 12001 AND THE STATION ON THE RIGHT. THE STATION IS A BRASS
 AA6780'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6780'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF QUARK IS N 50 W,
 AA6780'18.04 FEET,  A POLE IS S 30 E, 24.05 FEET,  A POLE IS S 60 E, 57.09
 AA6780'FEET,  A SIGN IS N 10 W, 11.33 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6801 ***********************************************************************
 AA6801  DESIGNATION -  12 3
 AA6801  PID         -  AA6801
 AA6801  STATE/COUNTY-  MI/WAYNE
 AA6801  USGS QUAD   -  YPSILANTI EAST (1983)
 AA6801
 AA6801                         *CURRENT SURVEY CONTROL
 AA6801  ___________________________________________________________________
 AA6801* NAD 83(1994)-  42 10 54.56284(N)    083 32 31.97631(W)     ADJUSTED  
 AA6801* NAVD 88     -       212.6    (meters)     698.     (feet)  GPS OBS   
 AA6801  ___________________________________________________________________
 AA6801  X           -     532,392.549 (meters)                     COMP
 AA6801  Y           -  -4,703,558.809 (meters)                     COMP
 AA6801  Z           -   4,260,710.600 (meters)                     COMP
 AA6801  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 AA6801  ELLIP HEIGHT-         178.23  (meters)          (07/12/02) GPS OBS
 AA6801  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AA6801
 AA6801  HORZ ORDER  -  FIRST
 AA6801  ELLP ORDER  -  FOURTH    CLASS I
 AA6801
 AA6801.The horizontal coordinates were established by GPS observations
 AA6801.and adjusted by the National Geodetic Survey in February 1997..
 AA6801
 AA6801.The orthometric height was determined by GPS observations and a
 AA6801.high-resolution geoid model.
 AA6801
 AA6801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6801
 AA6801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6801
 AA6801.The ellipsoidal height was determined by GPS observations
 AA6801.and is referenced to NAD 83.
 AA6801
 AA6801.The geoid height was determined by GEOID03.
 AA6801
 AA6801;                    North         East     Units Scale Factor Converg.
 AA6801;SPC MI S     -    76,069.540 4,068,109.259   MT  0.99998163   +0 33 39.8
 AA6801;SPC MI S     -   249,571.98 13,346,815.15   iFT  0.99998163   +0 33 39.8
 AA6801;UTM  17      - 4,673,092.790   290,053.283   MT  1.00014238   -1 42 27.7
 AA6801
 AA6801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6801!SPC MI S     -   0.99997205  x   0.99998163  =   0.99995368
 AA6801!UTM  17      -   0.99997205  x   1.00014238  =   1.00011442
 AA6801
 AA6801                          SUPERSEDED SURVEY CONTROL
 AA6801
 AA6801  ELLIP H (02/03/97)  178.26   (m)                       GP(       ) 4 1
 AA6801  NAD 83(1986)-  42 10 54.57023(N)    083 32 32.00431(W) AD(       ) 1
 AA6801
 AA6801.Superseded values are not recommended for survey control.
 AA6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6801.See file dsdata.txt to determine how the superseded data were derived.
 AA6801
 AA6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9005373093(NAD 83)
 AA6801_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6801_STAMPING: 12-3 1994
 AA6801_MARK LOGO: MI-163
 AA6801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6801+STABILITY: SURFACE MOTION
 AA6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6801+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6801
 AA6801  HISTORY     - Date     Condition        Report By
 AA6801  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6801
 AA6801                          STATION DESCRIPTION
 AA6801
 AA6801'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6801'STATION IS LOCATED 3 MILESSOUTH OF WILLOW RUN AIRPORT ON RAWSONVILLE
 AA6801'ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE 94 AND  RAWSONVILLE
 AA6801'ROAD (EXIT 187), PROCEED SOUTH ON RAWSONVILLE FOR 2.5  MILESTO MARTZ
 AA6801'ROAD AND THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 AA6801'THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12
 AA6801'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6801'OF RAWSONVILLE IS N 90 W, 46.20 FEET,  CENTERLINE OF MARTZ IS S 0 W,
 AA6801'41.05 FEET,  A HYDRANT IS S 5 E, 15.15 FEET,  A POLE IS N 20 E, 26.51
 AA6801'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6792 ***********************************************************************
 AA6792  DESIGNATION -  12 4
 AA6792  PID         -  AA6792
 AA6792  STATE/COUNTY-  MI/WAYNE
 AA6792  USGS QUAD   -  BELLEVILLE (1980)
 AA6792
 AA6792                         *CURRENT SURVEY CONTROL
 AA6792  ___________________________________________________________________
 AA6792* NAD 83(1994)-  42 10 34.51833(N)    083 26 38.09115(W)     ADJUSTED  
 AA6792* NAVD 88     -       203.4    (meters)     667.     (feet)  GPS OBS   
 AA6792  ___________________________________________________________________
 AA6792  X           -     540,508.213 (meters)                     COMP
 AA6792  Y           -  -4,703,044.224 (meters)                     COMP
 AA6792  Z           -   4,260,246.062 (meters)                     COMP
 AA6792  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AA6792  ELLIP HEIGHT-         168.98  (meters)          (07/12/02) GPS OBS
 AA6792  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AA6792
 AA6792  HORZ ORDER  -  FIRST
 AA6792  ELLP ORDER  -  FOURTH    CLASS I
 AA6792
 AA6792.The horizontal coordinates were established by GPS observations
 AA6792.and adjusted by the National Geodetic Survey in February 1997..
 AA6792
 AA6792.The orthometric height was determined by GPS observations and a
 AA6792.high-resolution geoid model.
 AA6792
 AA6792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6792
 AA6792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6792
 AA6792.The ellipsoidal height was determined by GPS observations
 AA6792.and is referenced to NAD 83.
 AA6792
 AA6792.The geoid height was determined by GEOID03.
 AA6792
 AA6792;                    North         East     Units Scale Factor Converg.
 AA6792;SPC MI S     -    75,535.385 4,076,236.572   MT  0.99998282   +0 37 40.7
 AA6792;SPC MI S     -   247,819.50 13,373,479.57   iFT  0.99998282   +0 37 40.7
 AA6792;UTM  17      - 4,672,237.155   298,154.205   MT  1.00010133   -1 38 29.1
 AA6792
 AA6792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6792!SPC MI S     -   0.99997350  x   0.99998282  =   0.99995632
 AA6792!UTM  17      -   0.99997350  x   1.00010133  =   1.00007483
 AA6792
 AA6792                          SUPERSEDED SURVEY CONTROL
 AA6792
 AA6792  ELLIP H (02/03/97)  169.01   (m)                       GP(       ) 4 1
 AA6792  NAD 83(1986)-  42 10 34.52590(N)    083 26 38.11794(W) AD(       ) 1
 AA6792
 AA6792.Superseded values are not recommended for survey control.
 AA6792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6792.See file dsdata.txt to determine how the superseded data were derived.
 AA6792
 AA6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9815472237(NAD 83)
 AA6792_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6792_STAMPING: 12-4 1994
 AA6792_MARK LOGO: MI-163
 AA6792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6792+STABILITY: SURFACE MOTION
 AA6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6792+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6792
 AA6792  HISTORY     - Date     Condition        Report By
 AA6792  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6792  HISTORY     - 20030402 GOOD             INDIV
 AA6792
 AA6792                          STATION DESCRIPTION
 AA6792
 AA6792'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6792'STATION IS LOCATED 2 MILESSOUTH  AND 2 MILESEAST OF BELLEVILLE,
 AA6792'MICHIGAN ON BEMIS ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA6792'94 AND  BELLEVILLE ROAD (EXIT 190), PROCEED SOUTHLY ON BELLEVILLE FOR
 AA6792'1.0 MILETO SUMPTER ROAD, THENCE GO SOUTH ON SUMPTER ROAD FOR 2.5
 AA6792'MILESTO BEMIS ROAD, THENCE GO EAST ON BEMIS ROAD FOR 2.0 MILESTO
 AA6792'RENTON ROAD AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 AA6792'INTERSECTION. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN
 AA6792'THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE
 AA6792'GROUND. CENTERLINE OF BEMIS IS S 0 W, 20.28 FEET,  CENTERLINE OF
 AA6792'RENTON IS N 90 E, 76.50 FEET,  A HYDRANT IS N 50 E, 26.6 FEET,  A
 AA6792'FENCE IS N 0 W, 13.3 FEET.
 AA6792
 AA6792                          STATION RECOVERY (2003)
 AA6792
 AA6792'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6804 ***********************************************************************
 AA6804  DESIGNATION -  12 5
 AA6804  PID         -  AA6804
 AA6804  STATE/COUNTY-  MI/WAYNE
 AA6804  USGS QUAD   -  BELLEVILLE (1980)
 AA6804
 AA6804                         *CURRENT SURVEY CONTROL
 AA6804  ___________________________________________________________________
 AA6804* NAD 83(1994)-  42 12 37.80601(N)    083 29 43.80528(W)     ADJUSTED  
 AA6804* NAVD 88     -       200.8    (meters)     659.     (feet)  GPS OBS   
 AA6804  ___________________________________________________________________
 AA6804  X           -     535,983.887 (meters)                     COMP
 AA6804  Y           -  -4,700,988.615 (meters)                     COMP
 AA6804  Z           -   4,263,062.786 (meters)                     COMP
 AA6804  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AA6804  ELLIP HEIGHT-         166.49  (meters)          (07/12/02) GPS OBS
 AA6804  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AA6804
 AA6804  HORZ ORDER  -  FIRST
 AA6804  ELLP ORDER  -  FOURTH    CLASS I
 AA6804
 AA6804.The horizontal coordinates were established by GPS observations
 AA6804.and adjusted by the National Geodetic Survey in February 1997..
 AA6804
 AA6804.The orthometric height was determined by GPS observations and a
 AA6804.high-resolution geoid model.
 AA6804
 AA6804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6804
 AA6804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6804
 AA6804.The ellipsoidal height was determined by GPS observations
 AA6804.and is referenced to NAD 83.
 AA6804
 AA6804.The geoid height was determined by GEOID03.
 AA6804
 AA6804;                    North         East     Units Scale Factor Converg.
 AA6804;SPC MI S     -    79,293.704 4,071,935.299   MT  0.99997567   +0 35 34.3
 AA6804;SPC MI S     -   260,149.95 13,359,367.78   iFT  0.99997567   +0 35 34.3
 AA6804;UTM  17      - 4,676,163.392   294,004.601   MT  1.00012215   -1 40 37.9
 AA6804
 AA6804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6804!SPC MI S     -   0.99997389  x   0.99997567  =   0.99994956
 AA6804!UTM  17      -   0.99997389  x   1.00012215  =   1.00009604
 AA6804
 AA6804:                Primary Azimuth Mark                     Grid Az
 AA6804:SPC MI S     -  12 2                                     018 25 56.9
 AA6804:UTM  17      -  12 2                                     020 42 09.1
 AA6804
 AA6804|---------------------------------------------------------------------|
 AA6804| PID    Reference Object                     Distance      Geod. Az  |
 AA6804|                                                           dddmmss.s |
 AA6804| AA6780 12 2                                APPROX. 0.5 KM 0190131.2 |
 AA6804|---------------------------------------------------------------------|
 AA6804
 AA6804                          SUPERSEDED SURVEY CONTROL
 AA6804
 AA6804  ELLIP H (02/03/97)  166.51   (m)                       GP(       ) 4 1
 AA6804  NAD 83(1986)-  42 12 37.81340(N)    083 29 43.83322(W) AD(       ) 1
 AA6804
 AA6804.Superseded values are not recommended for survey control.
 AA6804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6804.See file dsdata.txt to determine how the superseded data were derived.
 AA6804
 AA6804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9400576163(NAD 83)
 AA6804_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6804_STAMPING: 12-5 1994
 AA6804_MARK LOGO: MI-163
 AA6804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6804+STABILITY: SURFACE MOTION
 AA6804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6804+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6804
 AA6804  HISTORY     - Date     Condition        Report By
 AA6804  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6804
 AA6804                          STATION DESCRIPTION
 AA6804
 AA6804'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6804'STATION IS LOCATED IN  BELLEVILLE, MICHIGAN ON DENTON ROAD ON THE
 AA6804'BRIDGE OVER BELLEVILLE LAKE. TO REACH FROM THE INTERSECTION OF
 AA6804'INTERSTATE 94 AND  BELLEVILLE ROAD (EXIT 190), PROCEED SOUTH ON
 AA6804'BELLEVILLE ROAD FOR 0.9  MILESTO DENTON ROAD, THENCE GO SOUTHWESTERLY
 AA6804'0.1 MILESON DENTON TO A BRIDGE AND THE STATION ON THE NORTHWEST CORNER
 AA6804'OF THE BRIDGE. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN
 AA6804'THE SIDEWALK ON THE BRIDGE.  CENTERLINE OF DENTON IS S 0 E, 13.2 FEET,
 AA6804'A FENCE POST IS N 40 W, 5.6 FEET,   A FENCE POST IS N 50 E, 5.1 FEET,
 AA6804'THE WEST END OF THE BRIDGE IS N 90 W, 5.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1248 ***********************************************************************
 RJ1248  DESIGNATION -  12 A LR3 076
 RJ1248  PID         -  RJ1248
 RJ1248  STATE/COUNTY-  MI/CHIPPEWA
 RJ1248  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1248
 RJ1248                         *CURRENT SURVEY CONTROL
 RJ1248  ___________________________________________________________________
 RJ1248* NAD 83(1994)-  46 26 34.53694(N)    084 14 41.45556(W)     ADJUSTED  
 RJ1248* NAVD 88     -       179.1    (meters)     588.     (feet)  VERTCON   
 RJ1248  ___________________________________________________________________
 RJ1248  X           -     441,508.938 (meters)                     COMP
 RJ1248  Y           -  -4,380,678.122 (meters)                     COMP
 RJ1248  Z           -   4,599,414.433 (meters)                     COMP
 RJ1248  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 RJ1248  ELLIP HEIGHT-         142.73  (meters)          (02/03/97) GPS OBS
 RJ1248  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1248
 RJ1248  HORZ ORDER  -  FIRST
 RJ1248  ELLP ORDER  -  FOURTH    CLASS I
 RJ1248
 RJ1248.The horizontal coordinates were established by GPS observations
 RJ1248.and adjusted by the National Geodetic Survey in February 1997..
 RJ1248
 RJ1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1248
 RJ1248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1248
 RJ1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1248
 RJ1248.The ellipsoidal height was determined by GPS observations
 RJ1248.and is referenced to NAD 83.
 RJ1248
 RJ1248.The geoid height was determined by GEOID03.
 RJ1248
 RJ1248;                    North         East     Units Scale Factor Converg.
 RJ1248;SPC MI N     -   188,132.988 8,211,651.350   MT  0.99990661   +1 59 29.0
 RJ1248;SPC MI N     -   617,234.21 26,941,113.35   iFT  0.99990661   +1 59 29.0
 RJ1248;UTM  16      - 5,146,950.343   711,625.044   MT  1.00015054   +1 59 50.5
 RJ1248
 RJ1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1248!SPC MI N     -   0.99997763  x   0.99990661  =   0.99988424
 RJ1248!UTM  16      -   0.99997763  x   1.00015054  =   1.00012816
 RJ1248
 RJ1248                          SUPERSEDED SURVEY CONTROL
 RJ1248
 RJ1248  NAD 83(1986)-  46 26 34.52856(N)    084 14 41.45372(W) AD(       ) 1
 RJ1248  NGVD 29 (05/22/90)  179.2    (m)          588.     (f) GPS OBS        
 RJ1248
 RJ1248.Superseded values are not recommended for survey control.
 RJ1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1248.See file dsdata.txt to determine how the superseded data were derived.
 RJ1248
 RJ1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1162546950(NAD 83)
 RJ1248_MARKER: DS = TRIANGULATION STATION DISK
 RJ1248_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1248+WITH SETTING: INFORMATION.
 RJ1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1248+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1248
 RJ1248  HISTORY     - Date     Condition        Report By
 RJ1248  HISTORY     - 1988     MONUMENTED       USE
 RJ1248
 RJ1248                          STATION DESCRIPTION
 RJ1248
 RJ1248'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1248'THE STATION IS LOCATED ABOUT 9.8 KM (6.1 MI) SOUTHEAST OF SAULT STE
 RJ1248'MARIE,
 RJ1248'36.2 KM (22.5 MI) NORTHEAST OF RUDYARD, 59.2 KM (36.3 MI)
 RJ1248'NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND IN GOVT LOT 2,
 RJ1248'SEC 25, T47N-R1E
 RJ1248'OWNERSHIP---JIM AND CONSTANCE PIM, KEN AND MARY ZACKS
 RJ1248'
 RJ1248'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1248'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO
 RJ1248'ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1248'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1248'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT LAUNCH.
 RJ1248'TRAVEL BY BOAT DOWNRIVER FOR 1.0 HOUR TO
 RJ1248'SUGAR ISLAND ON THE EASTERN SIDE OF THE RIVER AND THE STATION.
 RJ1248'
 RJ1248'THE STATION IS A STANDARD COE DISK
 RJ1248'THAT IS
 RJ1248'STAMPED---LR3-076---,
 RJ1248'SET INTO A COVERED CYLINDER FLUSH WITH THE GROUND AND ATTACHED TO AN
 RJ1248'ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RJ1248'36.6 METERS (120 FT) WEST FROM WATER.
 RJ1248'
 RJ1248'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0161 ***********************************************************************
 NF0161  DESIGNATION -  12 D 1
 NF0161  PID         -  NF0161
 NF0161  STATE/COUNTY-  MI/JACKSON
 NF0161  USGS QUAD   -  CEMENT CITY (1971)
 NF0161
 NF0161                         *CURRENT SURVEY CONTROL
 NF0161  ___________________________________________________________________
 NF0161* NAD 83(1986)-  42 06 45.     (N)    084 20 13.     (W)     SCALED    
 NF0161* NAVD 88     -       311.177  (meters)    1020.92   (feet)  ADJUSTED  
 NF0161  ___________________________________________________________________
 NF0161  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NF0161  DYNAMIC HT  -         311.060 (meters)    1020.54  (feet)  COMP
 NF0161  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 NF0161
 NF0161  VERT ORDER  -  SECOND    CLASS 0
 NF0161
 NF0161.The horizontal coordinates were scaled from a topographic map and have
 NF0161.an estimated accuracy of +/- 6 seconds.
 NF0161
 NF0161.The orthometric height was determined by differential leveling
 NF0161.and adjusted by the National Geodetic Survey in June 1991..
 NF0161
 NF0161.The geoid height was determined by GEOID03.
 NF0161
 NF0161.The dynamic height is computed by dividing the NAVD 88
 NF0161.geopotential number by the normal gravity value computed on the
 NF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0161.degrees latitude (g = 980.6199 gals.).
 NF0161
 NF0161.The modeled gravity was interpolated from observed gravity values.
 NF0161
 NF0161;                    North         East    Units  Estimated Accuracy
 NF0161;SPC MI S     -    68,040.    4,002,460.      MT  (+/- 180 meters Scaled)
 NF0161
 NF0161                          SUPERSEDED SURVEY CONTROL
 NF0161
 NF0161  NGVD 29 (??/??/92)  311.293  (m)         1021.30   (f) ADJ UNCH    2 0
 NF0161
 NF0161.Superseded values are not recommended for survey control.
 NF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0161.See file dsdata.txt to determine how the superseded data were derived.
 NF0161
 NF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM201657(NAD 83)
 NF0161_MARKER: DD = SURVEY DISK
 NF0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0161_STAMPING: 12 D 1 1934
 NF0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0161+STABILITY: SURFACE MOTION
 NF0161
 NF0161  HISTORY     - Date     Condition        Report By
 NF0161  HISTORY     - UNK      MONUMENTED       MIGS
 NF0161  HISTORY     - 1934     GOOD             NGS
 NF0161  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0161
 NF0161                          STATION DESCRIPTION
 NF0161
 NF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0161'4.7 MI W FROM BROOKLYN.
 NF0161'4.7 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0161'COUNTY, 300 FEET WEST OF THE LARGE RED BARN OF ANDREW HAWKINS,
 NF0161'200 FEET SOUTHWEST OF THE RESIDENCE OF ANDREW HAWKINS, 56.0
 NF0161'FEET SOUTH OF AN ELECTRIC POLE, 32.8 FEET SOUTH OF THE
 NF0161'CENTERLINE OF THE HIGHWAY, 3.6 FEET NORTH OF A WIRE FENCE, AND
 NF0161'3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK,
 NF0161'STAMPED 12 D 1 1934 AND SET IN TOP OF A CONCRETE POST.
 NF0161
 NF0161                          STATION RECOVERY (1971)
 NF0161
 NF0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0163 ***********************************************************************
 NF0163  DESIGNATION -  12 E 1
 NF0163  PID         -  NF0163
 NF0163  STATE/COUNTY-  MI/JACKSON
 NF0163  USGS QUAD   -  CEMENT CITY (1971)
 NF0163
 NF0163                         *CURRENT SURVEY CONTROL
 NF0163  ___________________________________________________________________
 NF0163* NAD 83(1986)-  42 06 34.     (N)    084 18 32.     (W)     SCALED    
 NF0163* NAVD 88     -       317.993  (meters)    1043.28   (feet)  ADJUSTED  
 NF0163  ___________________________________________________________________
 NF0163  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NF0163  DYNAMIC HT  -         317.874 (meters)    1042.89  (feet)  COMP
 NF0163  MODELED GRAV-     980,239.3   (mgal)                       NAVD 88
 NF0163
 NF0163  VERT ORDER  -  SECOND    CLASS 0
 NF0163
 NF0163.The horizontal coordinates were scaled from a topographic map and have
 NF0163.an estimated accuracy of +/- 6 seconds.
 NF0163
 NF0163.The orthometric height was determined by differential leveling
 NF0163.and adjusted by the National Geodetic Survey in June 1991..
 NF0163
 NF0163.The geoid height was determined by GEOID03.
 NF0163
 NF0163.The dynamic height is computed by dividing the NAVD 88
 NF0163.geopotential number by the normal gravity value computed on the
 NF0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0163.degrees latitude (g = 980.6199 gals.).
 NF0163
 NF0163.The modeled gravity was interpolated from observed gravity values.
 NF0163
 NF0163;                    North         East    Units  Estimated Accuracy
 NF0163;SPC MI S     -    67,700.    4,004,780.      MT  (+/- 180 meters Scaled)
 NF0163
 NF0163                          SUPERSEDED SURVEY CONTROL
 NF0163
 NF0163  NGVD 29 (??/??/92)  318.106  (m)         1043.65   (f) ADJ UNCH    2 0
 NF0163
 NF0163.Superseded values are not recommended for survey control.
 NF0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0163.See file dsdata.txt to determine how the superseded data were derived.
 NF0163
 NF0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM224654(NAD 83)
 NF0163_MARKER: DD = SURVEY DISK
 NF0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0163_STAMPING: 12 E 1 1934
 NF0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0163+STABILITY: SURFACE MOTION
 NF0163
 NF0163  HISTORY     - Date     Condition        Report By
 NF0163  HISTORY     - 1934     MONUMENTED       MIGS
 NF0163  HISTORY     - 1934     GOOD             NGS
 NF0163  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0163
 NF0163                          STATION DESCRIPTION
 NF0163
 NF0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0163'3.2 MI W FROM BROOKLYN.
 NF0163'3.2 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0163'COUNTY, 40 YARDS WEST OF THE RESIDENCE OF H.L. WARREN, 56.0
 NF0163'FEET SOUTHEAST OF A POWER-TRANSFORMER POLE, 51.0 FEET SOUTH OF
 NF0163'THE WEST CONCRETE POST AT THE DRIVEWAY ENTRANCE TO THE JOE H.
 NF0163'WILSON FARM, 25.0 FEET SOUTH OF THE HIGHWAY, AND 2.5 FEET HIGHER
 NF0163'THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12 E
 NF0163'1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0163
 NF0163                          STATION RECOVERY (1971)
 NF0163
 NF0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0164 ***********************************************************************
 NF0164  DESIGNATION -  12 F 1
 NF0164  PID         -  NF0164
 NF0164  STATE/COUNTY-  MI/JACKSON
 NF0164  USGS QUAD   -  CEMENT CITY (1971)
 NF0164
 NF0164                         *CURRENT SURVEY CONTROL
 NF0164  ___________________________________________________________________
 NF0164* NAD 83(1986)-  42 06 33.     (N)    084 18 06.     (W)     SCALED    
 NF0164* NAVD 88     -       313.875  (meters)    1029.77   (feet)  ADJUSTED  
 NF0164  ___________________________________________________________________
 NF0164  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NF0164  DYNAMIC HT  -         313.757 (meters)    1029.38  (feet)  COMP
 NF0164  MODELED GRAV-     980,239.1   (mgal)                       NAVD 88
 NF0164
 NF0164  VERT ORDER  -  SECOND    CLASS 0
 NF0164
 NF0164.The horizontal coordinates were scaled from a topographic map and have
 NF0164.an estimated accuracy of +/- 6 seconds.
 NF0164
 NF0164.The orthometric height was determined by differential leveling
 NF0164.and adjusted by the National Geodetic Survey in June 1991..
 NF0164
 NF0164.The geoid height was determined by GEOID03.
 NF0164
 NF0164.The dynamic height is computed by dividing the NAVD 88
 NF0164.geopotential number by the normal gravity value computed on the
 NF0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0164.degrees latitude (g = 980.6199 gals.).
 NF0164
 NF0164.The modeled gravity was interpolated from observed gravity values.
 NF0164
 NF0164;                    North         East    Units  Estimated Accuracy
 NF0164;SPC MI S     -    67,670.    4,005,380.      MT  (+/- 180 meters Scaled)
 NF0164
 NF0164                          SUPERSEDED SURVEY CONTROL
 NF0164
 NF0164  NGVD 29 (??/??/92)  313.989  (m)         1030.15   (f) ADJ UNCH    2 0
 NF0164
 NF0164.Superseded values are not recommended for survey control.
 NF0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0164.See file dsdata.txt to determine how the superseded data were derived.
 NF0164
 NF0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM230654(NAD 83)
 NF0164_MARKER: DD = SURVEY DISK
 NF0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0164_STAMPING: 12 F 1 1934
 NF0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0164+STABILITY: SURFACE MOTION
 NF0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0164+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 NF0164
 NF0164  HISTORY     - Date     Condition        Report By
 NF0164  HISTORY     - 1934     MONUMENTED       MIGS
 NF0164  HISTORY     - 1934     GOOD             NGS
 NF0164  HISTORY     - 20010530 GOOD             ADVANC
 NF0164
 NF0164                          STATION DESCRIPTION
 NF0164
 NF0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0164'2.8 MI W FROM BROOKLYN.
 NF0164'2.8 MILES WEST ALONG COUNTY HIGHWAY 352 FROM BROOKLYN, JACKSON
 NF0164'COUNTY, 47 YARDS WEST OF THE INTERSECTION OF THE COUNTY ROAD
 NF0164'LEADING TO THE EAST END OF CLARKS LAKE, 18 YARDS SOUTHWEST OF
 NF0164'THE SOUTHWEST CORNER OF THE STONE PORCH OF THE RESIDENCE OF
 NF0164'C.A. THACHER, 27.0 FEET NORTH OF THE HIGHWAY, 6.0 FEET SOUTH
 NF0164'OF A FENCE LINE, AND 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 NF0164'SURVEY STANDARD DISK STAMPED 12 F 1 1934 AND SET IN THE TOP
 NF0164'OF A CONCRETE POST.
 NF0164
 NF0164                          STATION RECOVERY (2001)
 NF0164
 NF0164'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0169 ***********************************************************************
 NF0169  DESIGNATION -  12 G 1
 NF0169  PID         -  NF0169
 NF0169  STATE/COUNTY-  MI/JACKSON
 NF0169  USGS QUAD   -  CEMENT CITY (1971)
 NF0169
 NF0169                         *CURRENT SURVEY CONTROL
 NF0169  ___________________________________________________________________
 NF0169* NAD 83(1986)-  42 06 26.     (N)    084 15 25.     (W)     SCALED    
 NF0169* NAVD 88     -       304.932  (meters)    1000.43   (feet)  ADJUSTED  
 NF0169  ___________________________________________________________________
 NF0169  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NF0169  DYNAMIC HT  -         304.817 (meters)    1000.05  (feet)  COMP
 NF0169  MODELED GRAV-     980,238.0   (mgal)                       NAVD 88
 NF0169
 NF0169  VERT ORDER  -  SECOND    CLASS 0
 NF0169
 NF0169.The horizontal coordinates were scaled from a topographic map and have
 NF0169.an estimated accuracy of +/- 6 seconds.
 NF0169
 NF0169.The orthometric height was determined by differential leveling
 NF0169.and adjusted by the National Geodetic Survey in June 1991..
 NF0169
 NF0169.The geoid height was determined by GEOID03.
 NF0169
 NF0169.The dynamic height is computed by dividing the NAVD 88
 NF0169.geopotential number by the normal gravity value computed on the
 NF0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0169.degrees latitude (g = 980.6199 gals.).
 NF0169
 NF0169.The modeled gravity was interpolated from observed gravity values.
 NF0169
 NF0169;                    North         East    Units  Estimated Accuracy
 NF0169;SPC MI S     -    67,460.    4,009,080.      MT  (+/- 180 meters Scaled)
 NF0169
 NF0169                          SUPERSEDED SURVEY CONTROL
 NF0169
 NF0169  NGVD 29 (??/??/92)  305.045  (m)         1000.80   (f) ADJ UNCH    2 0
 NF0169
 NF0169.Superseded values are not recommended for survey control.
 NF0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0169.See file dsdata.txt to determine how the superseded data were derived.
 NF0169
 NF0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM268653(NAD 83)
 NF0169_MARKER: DD = SURVEY DISK
 NF0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0169_STAMPING: 12 G 1 1934
 NF0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0169+STABILITY: SURFACE MOTION
 NF0169
 NF0169  HISTORY     - Date     Condition        Report By
 NF0169  HISTORY     - 1934     MONUMENTED       MIGS
 NF0169  HISTORY     - 1934     GOOD             NGS
 NF0169  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0169  HISTORY     - 19990216 MARK NOT FOUND   MIDT
 NF0169
 NF0169                          STATION DESCRIPTION
 NF0169
 NF0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0169'0.5 MI W FROM BROOKLYN.
 NF0169'0.5 MILE WEST ALONG COUNTY HIGHWAY 352, FROM BROOKLYN, JACKSON
 NF0169'COUNTY, 47 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF0169'RESIDENCE OF A.T. THOMAS, 117.9 FEET NORTHEAST OF AN 18-INCH
 NF0169'SPRUCE TREE, 25.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NF0169'8.9 FEET WEST OF POLE 8, AND 5.6 FEET SOUTH OF A FENCE LINE.
 NF0169'A STATE SURVEY STANDARD DISK, STAMPED 12 G 1 1934 AND SET IN
 NF0169'THE TOP OF A CONCRETE POST.
 NF0169
 NF0169                          STATION RECOVERY (1971)
 NF0169
 NF0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0169'MARK NOT FOUND.
 NF0169
 NF0169                          STATION RECOVERY (1999)
 NF0169
 NF0169'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (KHS)
 NF0169'LOOKED FOR IN 1999 BELIEVED TO HAVE BEEN REMOVED OR COVERED WHEN
 NF0169'SIDEWALK WAS INSTALLED. HIGHWAY 352 IS NOW CALLED JAFFERSON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0170 ***********************************************************************
 NF0170  DESIGNATION -  12 I 1
 NF0170  PID         -  NF0170
 NF0170  STATE/COUNTY-  MI/JACKSON
 NF0170  USGS QUAD   -  ONSTED (1980)
 NF0170
 NF0170                         *CURRENT SURVEY CONTROL
 NF0170  ___________________________________________________________________
 NF0170* NAD 83(1986)-  42 06 30.     (N)    084 14 53.     (W)     SCALED    
 NF0170* NAVD 88     -       302.444  (meters)     992.27   (feet)  ADJUSTED  
 NF0170  ___________________________________________________________________
 NF0170  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NF0170  DYNAMIC HT  -         302.330 (meters)     991.89  (feet)  COMP
 NF0170  MODELED GRAV-     980,238.1   (mgal)                       NAVD 88
 NF0170
 NF0170  VERT ORDER  -  SECOND    CLASS 0
 NF0170
 NF0170.The horizontal coordinates were scaled from a topographic map and have
 NF0170.an estimated accuracy of +/- 6 seconds.
 NF0170
 NF0170.The orthometric height was determined by differential leveling
 NF0170.and adjusted by the National Geodetic Survey in June 1991..
 NF0170
 NF0170.The geoid height was determined by GEOID03.
 NF0170
 NF0170.The dynamic height is computed by dividing the NAVD 88
 NF0170.geopotential number by the normal gravity value computed on the
 NF0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0170.degrees latitude (g = 980.6199 gals.).
 NF0170
 NF0170.The modeled gravity was interpolated from observed gravity values.
 NF0170
 NF0170;                    North         East    Units  Estimated Accuracy
 NF0170;SPC MI S     -    67,580.    4,009,810.      MT  (+/- 180 meters Scaled)
 NF0170
 NF0170                          SUPERSEDED SURVEY CONTROL
 NF0170
 NF0170  NGVD 29 (??/??/92)  302.556  (m)          992.64   (f) ADJ UNCH    2 0
 NF0170
 NF0170.Superseded values are not recommended for survey control.
 NF0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0170.See file dsdata.txt to determine how the superseded data were derived.
 NF0170
 NF0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM275654(NAD 83)
 NF0170_MARKER: DD = SURVEY DISK
 NF0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0170_STAMPING: 12 I 1 1934
 NF0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0170+STABILITY: SURFACE MOTION
 NF0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0170+SATELLITE: SATELLITE OBSERVATIONS - February 16, 1999
 NF0170
 NF0170  HISTORY     - Date     Condition        Report By
 NF0170  HISTORY     - 1934     MONUMENTED       MIGS
 NF0170  HISTORY     - 1934     GOOD             NGS
 NF0170  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0170  HISTORY     - 19990216 GOOD             MIDT
 NF0170
 NF0170                          STATION DESCRIPTION
 NF0170
 NF0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0170'IN BROOKLYN.
 NF0170'AT THE CENTER OF BROOKLYN, JACKSON COUNTY, AT THE SOUTH END
 NF0170'OF A SMALL PARKWAY IN THE CENTER OF THE MAIN STREET, 48 YARDS
 NF0170'SOUTHWEST OF THE BROOKLYN STATE BANK, 33 YARDS NORTH OF THE
 NF0170'NORTHWEST CORNER OF THE I.O.O.F. HALL, 53.0 FEET NORTH OF THE
 NF0170'INTERSECTION OF THE CENTERLINE OF STATE HIGHWAYS 50 AND 124,
 NF0170'29.2 FEET EAST OF THE CENTERLINE OF THE SOUTH-BOUND LANE OF STATE
 NF0170'HIGHWAY 50, 6.3 FEET NORTHWEST OF THE TRAFFIC LIGHT, AND 6 INCHES
 NF0170'HIGHER THAN THE STREET.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0170'12 I 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0170
 NF0170                          STATION RECOVERY (1976)
 NF0170
 NF0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0170'MARK NOT FOUND.
 NF0170
 NF0170                          STATION RECOVERY (1999)
 NF0170
 NF0170'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (KHS)
 NF0170'IN GRASS MEDIAN, WEST OF CENTER, FLUSH WITH GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1145 ***********************************************************************
 NF1145  CBN         -  This is a Cooperative Base Network Control Station.
 NF1145  DESIGNATION -  12 J
 NF1145  PID         -  NF1145
 NF1145  STATE/COUNTY-  MI/JACKSON
 NF1145  USGS QUAD   -  GRASS LAKE (1973)
 NF1145
 NF1145                         *CURRENT SURVEY CONTROL
 NF1145  ___________________________________________________________________
 NF1145* NAD 83(1994)-  42 15 36.23844(N)    084 09 47.64692(W)     ADJUSTED  
 NF1145* NAVD 88     -       309.148  (meters)    1014.26   (feet)  ADJUSTED  
 NF1145  ___________________________________________________________________
 NF1145  X           -     480,794.503 (meters)                     COMP
 NF1145  Y           -  -4,703,313.954 (meters)                     COMP
 NF1145  Z           -   4,267,212.092 (meters)                     COMP
 NF1145  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 NF1145  ELLIP HEIGHT-         274.98  (meters)          (06/11/02) GPS OBS
 NF1145  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NF1145  DYNAMIC HT  -         309.038 (meters)    1013.90  (feet)  COMP
 NF1145  MODELED GRAV-     980,259.8   (mgal)                       NAVD 88
 NF1145  OBS GRAVITY -     980,258.9   (mgal)                       GRAV_OBS
 NF1145
 NF1145  HORZ ORDER  -  B
 NF1145  VERT ORDER  -  FIRST     CLASS II
 NF1145  ELLP ORDER  -  FOURTH    CLASS I
 NF1145
 NF1145.The horizontal coordinates were established by GPS observations
 NF1145.and adjusted by the National Geodetic Survey in September 1995..
 NF1145
 NF1145.The orthometric height was determined by differential leveling
 NF1145.and adjusted by the National Geodetic Survey in June 1991..
 NF1145
 NF1145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1145
 NF1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1145
 NF1145.The ellipsoidal height was determined by GPS observations
 NF1145.and is referenced to NAD 83.
 NF1145
 NF1145.The geoid height was determined by GEOID03.
 NF1145
 NF1145.The dynamic height is computed by dividing the NAVD 88
 NF1145.geopotential number by the normal gravity value computed on the
 NF1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1145.degrees latitude (g = 980.6199 gals.).
 NF1145
 NF1145.The modeled gravity was interpolated from observed gravity values.
 NF1145.The observed gravity was obtained from relative gravimeter ties
 NF1145.to the IGSN71 gravity network.
 NF1145
 NF1145;                    North         East     Units Scale Factor Converg.
 NF1145;SPC MI S     -    84,447.177 4,016,785.057   MT  0.99996595   +0 08 18.4
 NF1145;SPC MI S     -   277,057.67 13,178,428.66   iFT  0.99996595   +0 08 18.4
 NF1145;UTM  16      - 4,682,548.778   733,984.365   MT  1.00027369   +1 54 30.9
 NF1145
 NF1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1145!SPC MI S     -   0.99995687  x   0.99996595  =   0.99992283
 NF1145!UTM  16      -   0.99995687  x   1.00027369  =   1.00023055
 NF1145
 NF1145                          SUPERSEDED SURVEY CONTROL
 NF1145
 NF1145  ELLIP H (09/20/95)  274.99   (m)                       GP(       ) 1 2
 NF1145  NAD 83(1986)-  42 15 36.24020(N)    084 09 47.66624(W) AD(       ) 1
 NF1145  NAVD 88 (04/10/92)  309.15   (m)         1014.3    (f) LEVELING    3  
 NF1145  NGVD 29 (01/19/93)  309.266  (m)         1014.65   (f) ADJUSTED    1 2
 NF1145
 NF1145.Superseded values are not recommended for survey control.
 NF1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1145.See file dsdata.txt to determine how the superseded data were derived.
 NF1145
 NF1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3398482549(NAD 83)
 NF1145_MARKER: DB = BENCH MARK DISK
 NF1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1145_SP_SET: CONCRETE POST
 NF1145_STAMPING: 12 J
 NF1145_MARK LOGO: CGS+SS
 NF1145_PROJECTION: PROJECTING 5 CENTIMETERS
 NF1145_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1145+STABILITY: SURFACE MOTION
 NF1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1145+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 NF1145
 NF1145  HISTORY     - Date     Condition        Report By
 NF1145  HISTORY     - 1934     MONUMENTED       CGS+SS
 NF1145  HISTORY     - 1985     GOOD             NGS
 NF1145  HISTORY     - 19910131 GOOD             MIDH
 NF1145  HISTORY     - 19920624 GOOD             LOCENG
 NF1145  HISTORY     - 19931101 GOOD             AYLENO
 NF1145  HISTORY     - 19940805 GOOD             NGS
 NF1145  HISTORY     - 20010426 GOOD             NGS
 NF1145  HISTORY     - 20020119 GOOD             INDIV
 NF1145  HISTORY     - 20030721 GOOD             JCLS
 NF1145  HISTORY     - 20050719 GOOD             WOOLPT
 NF1145
 NF1145                          STATION DESCRIPTION
 NF1145
 NF1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1145'14.7 KM (9.15 MI) SW FROM CHELSEA.
 NF1145'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1145'1.1 KM (0.7 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1145'CHELSEA, THENCE 13.6 KM (8.45 MI) SOUTHWESTERLY ALONG MICHIGAN AVENUE,
 NF1145'11.5 M (37.7 FT) WEST OF THE CENTER OF KALAMBACH ROAD, 9.9 M (32.5 FT)
 NF1145'NORTH OF THE CENTER OF THE AVENUE, 1.4 M (4.6 FT) SOUTHEAST OF A FENCE
 NF1145'CORNER, AND 0.9 M (3.0 FT) NORTHWEST OF A STREET SIGN
 NF1145'(MICHIGAN-KALAMBACH).
 NF1145'THE MARK IS 1.4 METERS  SSE FROM  A WITNESS POST
 NF1145
 NF1145                          STATION RECOVERY (1991)
 NF1145
 NF1145'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF1145'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 35,
 NF1145'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 11-1/2
 NF1145'MILES SOUTHEAST OF JACKSON, 8-1/2 MILES SOUTHWEST OF CHELSEA, 2-1/4
 NF1145'MILES EAST OF GRASS LAKE ON THE MICHIGAN AVENUE RIGHT-OF-WAY AND ON
 NF1145'THE GRASS LAKE QUADRANGLE MAP.
 NF1145'TO REACH THE STATION FROM THE SCHOOL HOUSE IN GRASS LAKE (MT. HOPE
 NF1145'ROAD AND MICHIGAN AVENUE) GO EAST ON MICHIGAN AVENUE FOR 2.2 MI
 NF1145'(3.5 KM) TO A T INTERSECTION (KALAMBACH ROAD), AND STATION IS ON
 NF1145'THE LEFT IN THE NORTHWEST QUADRANT AS DESCRIBED.
 NF1145'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 11.5 M
 NF1145'(37.7 FT) WEST OF THE CENTERLINE OF KALAMBACH ROAD, 9.9 M (32.5 FT)
 NF1145'NORTH OF THE CENTERLINE OF MICHIGAN AVENUE, 1.4 M (4.6 FT) SOUTHEAST
 NF1145'OF A FENCE CORNER, 1.4 M (4.6 FT) SOUTHEAST OF A NGS CARSONITE
 NF1145'WITNESS POST, AND 0.9 M (3.0 FT) NORTHWEST OF A STREET SIGN.
 NF1145
 NF1145                          STATION RECOVERY (1992)
 NF1145
 NF1145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1145'RECOVERED IN GOOD CONDITION.
 NF1145
 NF1145                          STATION RECOVERY (1993)
 NF1145
 NF1145'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NF1145'RECOVERED AS DESCRIBED.
 NF1145
 NF1145                          STATION RECOVERY (1994)
 NF1145
 NF1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1145'STATION IS LOCATED IN QUAD 420842, ABOUT 11 MI (17.7 KM) SOUTHEAST OF
 NF1145'JACKSON, 8 MI (12.9 KM) SOUTHWEST OF CHELSEA, 2 MI (3.2 KM) EAST OF
 NF1145'GRASS LAKE, ON THE MICHIGAN AVENUE RIGHT-OF-WAY, IN THE NORTHEAST 1/4
 NF1145'OF SECTION 35, T 2 S, R 2 E, GRASS LAKE TOWNSHIP, ON THE GRASS LAKE
 NF1145'QUADRANGLE MAP.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 NF1145'AND MT HOPE ROAD (EXIT 150) , GO SOUTH ON MT HOPE ROAD FOR 2.7 MI (4.3
 NF1145'KM) TO ITS JUNCTION WITH MICHIGAN AVENUE AT THE NORTH SIDE OF GRASS
 NF1145'LAKE.  THE GRASS LAKE PUBLIC SCHOOL IS IN THE SOUTHWEST QUADRANT OF
 NF1145'THIS INTERSECTION.  TURN LEFT, EAST, ON MICHIGAN AVENUE FOR 2.2 MI
 NF1145'(3.5 KM) TO A ROAD LEFT (KALAMBACH ROAD) AND THE STATION, IN THE
 NF1145'NORTHWEST QUADRANT OF THIS INTERSECTION.  STATION IS 37.7 FT (11.5 M)
 NF1145'WEST OF THE CENTERLINE OF KALAMBACH ROAD, 32.5 FT (9.9 M) NORTH OF THE
 NF1145'CENTERLINE OF MICHIGAN AVENUE, 4.6 FT (1.4 M) SOUTHEAST OF A FENCE
 NF1145'CORNER, 4.6 FEET (1.4 M) SOUTHEAST OF A FIBERGLASS WITNESS POST AND
 NF1145'3.0 FT (0.9 M) NORTHWEST OF A STREET SIGN FOR KALAMBACH RD AND
 NF1145'MICHIGAN AVENUE.
 NF1145
 NF1145                          STATION RECOVERY (2001)
 NF1145
 NF1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1145'STATION IS A STANDARD CGS AND STATE SURVEY DISK AND WAS
 NF1145'RECOVERED ON 04-03-2001 BY A PRIVATE FIRM, HOLLAND ENGINEERING, INC.
 NF1145'(MCB) IN GOOD CONDITION.  THIS STATION IS GOOD TO USE  FOR G.P.S.
 NF1145' 
 NF1145'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1145' 
 NF1145' 
 NF1145' 
 NF1145' 
 NF1145'
 NF1145
 NF1145                          STATION RECOVERY (2002)
 NF1145
 NF1145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MEO)
 NF1145'RECOVERED IN GOOD CONDITION.
 NF1145
 NF1145                          STATION RECOVERY (2003)
 NF1145
 NF1145'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NF1145'RECOVERED IN GOOD CONDITION.
 NF1145
 NF1145                          STATION RECOVERY (2005)
 NF1145
 NF1145'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (BJM)
 NF1145'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0171 ***********************************************************************
 NF0171  DESIGNATION -  12 J 1
 NF0171  PID         -  NF0171
 NF0171  STATE/COUNTY-  MI/JACKSON
 NF0171  USGS QUAD   -  ONSTED (1980)
 NF0171
 NF0171                         *CURRENT SURVEY CONTROL
 NF0171  ___________________________________________________________________
 NF0171* NAD 83(1986)-  42 05 55.     (N)    084 14 18.     (W)     SCALED    
 NF0171* NAVD 88     -       298.562  (meters)     979.53   (feet)  ADJUSTED  
 NF0171  ___________________________________________________________________
 NF0171  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NF0171  DYNAMIC HT  -         298.449 (meters)     979.16  (feet)  COMP
 NF0171  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 NF0171
 NF0171  VERT ORDER  -  SECOND    CLASS 0
 NF0171
 NF0171.The horizontal coordinates were scaled from a topographic map and have
 NF0171.an estimated accuracy of +/- 6 seconds.
 NF0171
 NF0171.The orthometric height was determined by differential leveling
 NF0171.and adjusted by the National Geodetic Survey in June 1991..
 NF0171
 NF0171.The geoid height was determined by GEOID03.
 NF0171
 NF0171.The dynamic height is computed by dividing the NAVD 88
 NF0171.geopotential number by the normal gravity value computed on the
 NF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0171.degrees latitude (g = 980.6199 gals.).
 NF0171
 NF0171.The modeled gravity was interpolated from observed gravity values.
 NF0171
 NF0171;                    North         East    Units  Estimated Accuracy
 NF0171;SPC MI S     -    66,500.    4,010,620.      MT  (+/- 180 meters Scaled)
 NF0171
 NF0171                          SUPERSEDED SURVEY CONTROL
 NF0171
 NF0171  NGVD 29 (??/??/92)  298.673  (m)          979.90   (f) ADJ UNCH    2 0
 NF0171
 NF0171.Superseded values are not recommended for survey control.
 NF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0171.See file dsdata.txt to determine how the superseded data were derived.
 NF0171
 NF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM283644(NAD 83)
 NF0171_MARKER: DD = SURVEY DISK
 NF0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0171_STAMPING: 12 J 1 1934
 NF0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0171+STABILITY: SURFACE MOTION
 NF0171
 NF0171  HISTORY     - Date     Condition        Report By
 NF0171  HISTORY     - 1934     MONUMENTED       MIGS
 NF0171  HISTORY     - 1934     GOOD             NGS
 NF0171  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0171
 NF0171                          STATION DESCRIPTION
 NF0171
 NF0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0171'0.8 MI E FROM BROOKLYN.
 NF0171'0.8 MILE EAST ALONG STATE HIGHWAY 124 FROM BROOKLYN, JACKSON
 NF0171'COUNTY, AT THE JUNCTION WITH A COUNTY ROAD LEADING TO U.S.
 NF0171'HIGHWAY 112, 36.4 FEET NORTHWEST OF THE INTERSECTION OF THEIR
 NF0171'CENTERLINES, 21.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 NF0171'124, 16.6 FEET NORTHWEST OF A CORNER FENCE POST, AND 4.4 FEET
 NF0171'LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0171'12 J 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0171
 NF0171                          STATION RECOVERY (1976)
 NF0171
 NF0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0172 ***********************************************************************
 NF0172  DESIGNATION -  12 J 1 AZ
 NF0172  PID         -  NF0172
 NF0172  STATE/COUNTY-  MI/JACKSON
 NF0172  USGS QUAD   -  ONSTED (1980)
 NF0172
 NF0172                         *CURRENT SURVEY CONTROL
 NF0172  ___________________________________________________________________
 NF0172* NAD 83(1986)-  42 05 55.     (N)    084 13 54.     (W)     SCALED    
 NF0172* NAVD 88     -       300.317  (meters)     985.29   (feet)  ADJUSTED  
 NF0172  ___________________________________________________________________
 NF0172  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NF0172  DYNAMIC HT  -         300.204 (meters)     984.92  (feet)  COMP
 NF0172  MODELED GRAV-     980,237.0   (mgal)                       NAVD 88
 NF0172
 NF0172  VERT ORDER  -  SECOND    CLASS 0
 NF0172
 NF0172.The horizontal coordinates were scaled from a topographic map and have
 NF0172.an estimated accuracy of +/- 6 seconds.
 NF0172
 NF0172.The orthometric height was determined by differential leveling
 NF0172.and adjusted by the National Geodetic Survey in June 1991..
 NF0172
 NF0172.The geoid height was determined by GEOID03.
 NF0172
 NF0172.The dynamic height is computed by dividing the NAVD 88
 NF0172.geopotential number by the normal gravity value computed on the
 NF0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0172.degrees latitude (g = 980.6199 gals.).
 NF0172
 NF0172.The modeled gravity was interpolated from observed gravity values.
 NF0172
 NF0172;                    North         East    Units  Estimated Accuracy
 NF0172;SPC MI S     -    66,500.    4,011,170.      MT  (+/- 180 meters Scaled)
 NF0172
 NF0172                          SUPERSEDED SURVEY CONTROL
 NF0172
 NF0172  NGVD 29 (??/??/92)  300.428  (m)          985.65   (f) ADJ UNCH    2 0
 NF0172
 NF0172.Superseded values are not recommended for survey control.
 NF0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0172.See file dsdata.txt to determine how the superseded data were derived.
 NF0172
 NF0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM289644(NAD 83)
 NF0172_MARKER: DD = SURVEY DISK
 NF0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0172_STAMPING: 12 J 1 AZ 1934
 NF0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0172+STABILITY: SURFACE MOTION
 NF0172
 NF0172  HISTORY     - Date     Condition        Report By
 NF0172  HISTORY     - 1934     MONUMENTED       MIGS
 NF0172  HISTORY     - 1934     GOOD             NGS
 NF0172  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0172
 NF0172                          STATION DESCRIPTION
 NF0172
 NF0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0172'1.1 MI E FROM BROOKLYN.
 NF0172'1.1 MILES EAST ALONG STATE HIGHWAY 124 FROM BROOKLYN, JACKSON
 NF0172'COUNTY, 1,500 FEET EAST OF THE JUNCTION WITH A COUNTY ROAD
 NF0172'LEADING TO U.S. HIGHWAY 112, AT THE TOP OF THE THIRD RISE EAST
 NF0172'OF THE JUNCTION, 27.2 FEET WEST OF A FENCE CORNER, 26.1 FEET
 NF0172'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET NORTH OF A
 NF0172'FENCE LINE, AND 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 NF0172'SURVEY STANDARD DISK, STAMPED 12 J 1 AZ 1934 AND SET IN THE
 NF0172'TOP OF A CONCRETE POST.
 NF0172
 NF0172                          STATION RECOVERY (1976)
 NF0172
 NF0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0173 ***********************************************************************
 NF0173  DESIGNATION -  12 K 1
 NF0173  PID         -  NF0173
 NF0173  STATE/COUNTY-  MI/JACKSON
 NF0173  USGS QUAD   -  ONSTED (1980)
 NF0173
 NF0173                         *CURRENT SURVEY CONTROL
 NF0173  ___________________________________________________________________
 NF0173* NAD 83(1986)-  42 05 28.     (N)    084 11 17.     (W)     SCALED    
 NF0173* NAVD 88     -       301.222  (meters)     988.26   (feet)  ADJUSTED  
 NF0173  ___________________________________________________________________
 NF0173  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 NF0173  DYNAMIC HT  -         301.108 (meters)     987.89  (feet)  COMP
 NF0173  MODELED GRAV-     980,236.6   (mgal)                       NAVD 88
 NF0173
 NF0173  VERT ORDER  -  SECOND    CLASS 0
 NF0173
 NF0173.The horizontal coordinates were scaled from a topographic map and have
 NF0173.an estimated accuracy of +/- 6 seconds.
 NF0173
 NF0173.The orthometric height was determined by differential leveling
 NF0173.and adjusted by the National Geodetic Survey in June 1991..
 NF0173
 NF0173.The geoid height was determined by GEOID03.
 NF0173
 NF0173.The dynamic height is computed by dividing the NAVD 88
 NF0173.geopotential number by the normal gravity value computed on the
 NF0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0173.degrees latitude (g = 980.6199 gals.).
 NF0173
 NF0173.The modeled gravity was interpolated from observed gravity values.
 NF0173
 NF0173;                    North         East    Units  Estimated Accuracy
 NF0173;SPC MI S     -    65,680.    4,014,780.      MT  (+/- 180 meters Scaled)
 NF0173
 NF0173                          SUPERSEDED SURVEY CONTROL
 NF0173
 NF0173  NGVD 29 (??/??/92)  301.331  (m)          988.62   (f) ADJ UNCH    2 0
 NF0173
 NF0173.Superseded values are not recommended for survey control.
 NF0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0173.See file dsdata.txt to determine how the superseded data were derived.
 NF0173
 NF0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM325637(NAD 83)
 NF0173_MARKER: DD = SURVEY DISK
 NF0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0173_STAMPING: 12 K 1 1934
 NF0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0173+STABILITY: SURFACE MOTION
 NF0173
 NF0173  HISTORY     - Date     Condition        Report By
 NF0173  HISTORY     - 1934     MONUMENTED       MIGS
 NF0173  HISTORY     - 1934     GOOD             NGS
 NF0173  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0173
 NF0173                          STATION DESCRIPTION
 NF0173
 NF0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0173'3.6 MI SE FROM BROOKLYN.
 NF0173'3.6 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0173'JACKSON COUNTY, 85 YARDS WEST OF THE INTERSECTION OF COUNTY
 NF0173'HIGHWAY 487 LEADING SOUTH, 14 YARDS NORTH OF THE NORTH EDGE
 NF0173'OF MARSHY LAKE, 48.5 FEET EAST OF THE EAST END OF THE SOUTH
 NF0173'HEADWALL OF A CONCRETE CULVERT, 22.7 FEET EAST OF A
 NF0173'POWER-TRANSMISSION POLE, 21.0 FEET SOUTH OF THE CENTERLINE OF
 NF0173'THE HIGHWAY, 0.8 FOOT NORTH OF A FENCE LINE, AND 1.0 FOOT
 NF0173'LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0173'12 K 1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0173
 NF0173                          STATION RECOVERY (2003)
 NF0173
 NF0173'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5194 ***********************************************************************
 AA5194  DESIGNATION -  12 L
 AA5194  PID         -  AA5194
 AA5194  STATE/COUNTY-  MI/JACKSON
 AA5194  USGS QUAD   -  GRASS LAKE (1973)
 AA5194
 AA5194                         *CURRENT SURVEY CONTROL
 AA5194  ___________________________________________________________________
 AA5194* NAD 83(1994)-  42 15 23.07263(N)    084 10 28.90214(W)     ADJUSTED  
 AA5194* NAVD 88     -       307.7    (meters)    1010.     (feet)  GPS OBS   
 AA5194  ___________________________________________________________________
 AA5194  X           -     479,881.401 (meters)                     COMP
 AA5194  Y           -  -4,703,680.767 (meters)                     COMP
 AA5194  Z           -   4,266,910.470 (meters)                     COMP
 AA5194  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA5194  ELLIP HEIGHT-         273.57  (meters)          (07/12/02) GPS OBS
 AA5194  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 AA5194
 AA5194  HORZ ORDER  -  FIRST
 AA5194  ELLP ORDER  -  FOURTH    CLASS I
 AA5194
 AA5194.The horizontal coordinates were established by GPS observations
 AA5194.and adjusted by the National Geodetic Survey in February 1997..
 AA5194
 AA5194.The orthometric height was determined by GPS observations and a
 AA5194.high-resolution geoid model.
 AA5194
 AA5194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5194
 AA5194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5194
 AA5194.The ellipsoidal height was determined by GPS observations
 AA5194.and is referenced to NAD 83.
 AA5194
 AA5194.The geoid height was determined by GEOID03.
 AA5194
 AA5194;                    North         East     Units Scale Factor Converg.
 AA5194;SPC MI S     -    84,038.740 4,015,840.442   MT  0.99996664   +0 07 50.3
 AA5194;SPC MI S     -   275,717.65 13,175,329.53   iFT  0.99996664   +0 07 50.3
 AA5194;UTM  16      - 4,682,111.224   733,052.534   MT  1.00026833   +1 54 02.6
 AA5194
 AA5194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5194!SPC MI S     -   0.99995710  x   0.99996664  =   0.99992374
 AA5194!UTM  16      -   0.99995710  x   1.00026833  =   1.00022541
 AA5194
 AA5194                          SUPERSEDED SURVEY CONTROL
 AA5194
 AA5194  ELLIP H (02/03/97)  273.60   (m)                       GP(       ) 4 1
 AA5194  NAD 83(1986)-  42 15 23.07662(N)    084 10 28.92577(W) AD(       ) 1
 AA5194
 AA5194.Superseded values are not recommended for survey control.
 AA5194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5194.See file dsdata.txt to determine how the superseded data were derived.
 AA5194
 AA5194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3305382111(NAD 83)
 AA5194_MARKER: DD = SURVEY DISK
 AA5194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5194+STABILITY: SURFACE MOTION
 AA5194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5194+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5194
 AA5194  HISTORY     - Date     Condition        Report By
 AA5194  HISTORY     - 1993     MONUMENTED       AYLENO
 AA5194
 AA5194                          STATION DESCRIPTION
 AA5194
 AA5194'DESCRIBED BY AYRES LEWIS NORRIS INCORPORATED 1993
 AA5194'NO TEXT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0174 ***********************************************************************
 NF0174  DESIGNATION -  12 M 1
 NF0174  PID         -  NF0174
 NF0174  STATE/COUNTY-  MI/JACKSON
 NF0174  USGS QUAD   -  ONSTED (1980)
 NF0174
 NF0174                         *CURRENT SURVEY CONTROL
 NF0174  ___________________________________________________________________
 NF0174* NAD 83(1986)-  42 05 03.     (N)    084 10 02.     (W)     SCALED    
 NF0174* NAVD 88     -       307.028  (meters)    1007.31   (feet)  ADJUSTED  
 NF0174  ___________________________________________________________________
 NF0174  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NF0174  DYNAMIC HT  -         306.912 (meters)    1006.93  (feet)  COMP
 NF0174  MODELED GRAV-     980,236.4   (mgal)                       NAVD 88
 NF0174
 NF0174  VERT ORDER  -  SECOND    CLASS 0
 NF0174
 NF0174.The horizontal coordinates were scaled from a topographic map and have
 NF0174.an estimated accuracy of +/- 6 seconds.
 NF0174
 NF0174.The orthometric height was determined by differential leveling
 NF0174.and adjusted by the National Geodetic Survey in June 1991..
 NF0174
 NF0174.The geoid height was determined by GEOID03.
 NF0174
 NF0174.The dynamic height is computed by dividing the NAVD 88
 NF0174.geopotential number by the normal gravity value computed on the
 NF0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0174.degrees latitude (g = 980.6199 gals.).
 NF0174
 NF0174.The modeled gravity was interpolated from observed gravity values.
 NF0174
 NF0174;                    North         East    Units  Estimated Accuracy
 NF0174;SPC MI S     -    64,910.    4,016,500.      MT  (+/- 180 meters Scaled)
 NF0174
 NF0174                          SUPERSEDED SURVEY CONTROL
 NF0174
 NF0174  NGVD 29 (??/??/92)  307.137  (m)         1007.67   (f) ADJ UNCH    2 0
 NF0174
 NF0174.Superseded values are not recommended for survey control.
 NF0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0174.See file dsdata.txt to determine how the superseded data were derived.
 NF0174
 NF0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM343630(NAD 83)
 NF0174_MARKER: DD = SURVEY DISK
 NF0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0174_STAMPING: 12 M 1 1934
 NF0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0174+STABILITY: SURFACE MOTION
 NF0174
 NF0174  HISTORY     - Date     Condition        Report By
 NF0174  HISTORY     - 1934     MONUMENTED       MIGS
 NF0174  HISTORY     - 1934     GOOD             NGS
 NF0174  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0174  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0174
 NF0174                          STATION DESCRIPTION
 NF0174
 NF0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0174'4.8 MI SE FROM BROOKLYN.
 NF0174'4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0174'JACKSON COUNTY, AT THE INTERSECTION OF COUNTY HIGHWAY 487, 36
 NF0174'YARDS NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK
 NF0174'SCHOOLHOUSE, 35 YARDS NORTH OF THE INTERSECTION OF THE
 NF0174'CENTERLINES OF THE HIGHWAYS, 21 YARDS NORTHEAST OF THE CENTERLINE
 NF0174'OF STATE HIGHWAY 124, 41.5 FEET NORTHWEST OF THE CENTERLINE OF
 NF0174'COUNTY HIGHWAY 487, 3.0 FEET SOUTH OF A FENCE LINE, AND LEVEL
 NF0174'WITH THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12 M
 NF0174'1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0174
 NF0174                          STATION RECOVERY (1976)
 NF0174
 NF0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0174'MARK NOT FOUND.
 NF0174
 NF0174                          STATION RECOVERY (2003)
 NF0174
 NF0174'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0176 ***********************************************************************
 NF0176  DESIGNATION -  12 N 1
 NF0176  PID         -  NF0176
 NF0176  STATE/COUNTY-  MI/JACKSON
 NF0176  USGS QUAD   -  ONSTED (1980)
 NF0176
 NF0176                         *CURRENT SURVEY CONTROL
 NF0176  ___________________________________________________________________
 NF0176* NAD 83(1986)-  42 04 44.     (N)    084 08 18.     (W)     SCALED    
 NF0176* NAVD 88     -       295.565  (meters)     969.70   (feet)  ADJUSTED  
 NF0176  ___________________________________________________________________
 NF0176  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 NF0176  DYNAMIC HT  -         295.453 (meters)     969.33  (feet)  COMP
 NF0176  MODELED GRAV-     980,236.8   (mgal)                       NAVD 88
 NF0176
 NF0176  VERT ORDER  -  SECOND    CLASS 0
 NF0176
 NF0176.The horizontal coordinates were scaled from a topographic map and have
 NF0176.an estimated accuracy of +/- 6 seconds.
 NF0176
 NF0176.The orthometric height was determined by differential leveling
 NF0176.and adjusted by the National Geodetic Survey in June 1991..
 NF0176
 NF0176.The geoid height was determined by GEOID03.
 NF0176
 NF0176.The dynamic height is computed by dividing the NAVD 88
 NF0176.geopotential number by the normal gravity value computed on the
 NF0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0176.degrees latitude (g = 980.6199 gals.).
 NF0176
 NF0176.The modeled gravity was interpolated from observed gravity values.
 NF0176
 NF0176;                    North         East    Units  Estimated Accuracy
 NF0176;SPC MI S     -    64,330.    4,018,890.      MT  (+/- 180 meters Scaled)
 NF0176
 NF0176                          SUPERSEDED SURVEY CONTROL
 NF0176
 NF0176  NGVD 29 (??/??/92)  295.672  (m)          970.05   (f) ADJ UNCH    2 0
 NF0176
 NF0176.Superseded values are not recommended for survey control.
 NF0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0176.See file dsdata.txt to determine how the superseded data were derived.
 NF0176
 NF0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM367624(NAD 83)
 NF0176_MARKER: DD = SURVEY DISK
 NF0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0176_STAMPING: 12 N 1 1934
 NF0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0176+STABILITY: SURFACE MOTION
 NF0176
 NF0176  HISTORY     - Date     Condition        Report By
 NF0176  HISTORY     - 1934     MONUMENTED       MIGS
 NF0176  HISTORY     - 1934     GOOD             NGS
 NF0176  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0176  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0176
 NF0176                          STATION DESCRIPTION
 NF0176
 NF0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0176'6.9 MI SE FROM BROOKLYN.
 NF0176'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0176'JACKSON COUNTY, IN THE GRASSY TRIANGLE AT THE JUNCTION WITH
 NF0176'COUNTY HIGHWAY 124, 44.0 FEET SOUTHWEST OF THE CURVE CONNECTING
 NF0176'STATE HIGHWAY 124 AND COUNTY HIGHWAY 352, 34.2 FEET NORTHEAST
 NF0176'OF THE INTERSECTION OF THE CENTERLINES OF THE HIGHWAYS, 29.0
 NF0176'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 124, 24.5 FEET
 NF0176'NORTH OF THE CENTERLINE OF COUNTY HIGHWAY 352, AND FLUSH WITH
 NF0176'THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12 N 1
 NF0176'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0176
 NF0176                          STATION RECOVERY (1976)
 NF0176
 NF0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0176'MARK NOT FOUND.
 NF0176
 NF0176                          STATION RECOVERY (2003)
 NF0176
 NF0176'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0175 ***********************************************************************
 NF0175  DESIGNATION -  12 N 1 AZ
 NF0175  PID         -  NF0175
 NF0175  STATE/COUNTY-  MI/JACKSON
 NF0175  USGS QUAD   -  ONSTED (1980)
 NF0175
 NF0175                         *CURRENT SURVEY CONTROL
 NF0175  ___________________________________________________________________
 NF0175* NAD 83(1986)-  42 04 50.     (N)    084 08 35.     (W)     SCALED    
 NF0175* NAVD 88     -       302.946  (meters)     993.92   (feet)  ADJUSTED  
 NF0175  ___________________________________________________________________
 NF0175  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NF0175  DYNAMIC HT  -         302.832 (meters)     993.54  (feet)  COMP
 NF0175  MODELED GRAV-     980,236.7   (mgal)                       NAVD 88
 NF0175
 NF0175  VERT ORDER  -  SECOND    CLASS 0
 NF0175
 NF0175.The horizontal coordinates were scaled from a topographic map and have
 NF0175.an estimated accuracy of +/- 6 seconds.
 NF0175
 NF0175.The orthometric height was determined by differential leveling
 NF0175.and adjusted by the National Geodetic Survey in June 1991..
 NF0175
 NF0175.The geoid height was determined by GEOID03.
 NF0175
 NF0175.The dynamic height is computed by dividing the NAVD 88
 NF0175.geopotential number by the normal gravity value computed on the
 NF0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0175.degrees latitude (g = 980.6199 gals.).
 NF0175
 NF0175.The modeled gravity was interpolated from observed gravity values.
 NF0175
 NF0175;                    North         East    Units  Estimated Accuracy
 NF0175;SPC MI S     -    64,510.    4,018,500.      MT  (+/- 180 meters Scaled)
 NF0175
 NF0175                          SUPERSEDED SURVEY CONTROL
 NF0175
 NF0175  NGVD 29 (??/??/92)  303.054  (m)          994.27   (f) ADJ UNCH    2 0
 NF0175
 NF0175.Superseded values are not recommended for survey control.
 NF0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0175.See file dsdata.txt to determine how the superseded data were derived.
 NF0175
 NF0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM363626(NAD 83)
 NF0175_MARKER: DD = SURVEY DISK
 NF0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0175_STAMPING: 12 N 1 AZ 1934
 NF0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0175+STABILITY: SURFACE MOTION
 NF0175
 NF0175  HISTORY     - Date     Condition        Report By
 NF0175  HISTORY     - 1934     MONUMENTED       MIGS
 NF0175  HISTORY     - 1934     GOOD             NGS
 NF0175  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0175  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0175
 NF0175                          STATION DESCRIPTION
 NF0175
 NF0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0175'6.8 MI SE FROM BROOKLYN.
 NF0175'6.8 MILES SOUTHEAST ALONG STATE HIGHWAY 124 FROM BROOKLYN,
 NF0175'JACKSON COUNTY, 40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF
 NF0175'THE KILL-KARE-KABIN, 19 YARDS NORTHEAST OF STATION 74+00 AND
 NF0175'19 YARDS SOUTHEAST OF STATION 75+00 STAMPED IN THE CONCRETE
 NF0175'HIGHWAY, 15 YARDS WEST OF A LARGE BARN, 34.0 FEET NORTHEAST
 NF0175'OF THE INTERSECTION OF THE CENTERLINE OF A GRAVEL ROAD LEADING
 NF0175'TO WAMPLERS LAKE, 28.0 FEET EAST OF THE CENTERLINE OF STATE
 NF0175'HIGHWAY 124, AND LEVEL WITH THE HIGHWAY.  A STATE SURVEY STANDARD
 NF0175'DISK, STAMPED 12 N 1 AZ 1934 AND SET IN THE TOP OF A CONCRETE
 NF0175'POST.
 NF0175
 NF0175                          STATION RECOVERY (1976)
 NF0175
 NF0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0175'MARK NOT FOUND.
 NF0175
 NF0175                          STATION RECOVERY (2003)
 NF0175
 NF0175'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0178 ***********************************************************************
 NF0178  DESIGNATION -  12 P 11
 NF0178  PID         -  NF0178
 NF0178  STATE/COUNTY-  MI/WASHTENAW
 NF0178  USGS QUAD   -  ONSTED (1980)
 NF0178
 NF0178                         *CURRENT SURVEY CONTROL
 NF0178  ___________________________________________________________________
 NF0178* NAD 83(1986)-  42 05 09.     (N)    084 07 55.     (W)     SCALED    
 NF0178* NAVD 88     -       302.212  (meters)     991.51   (feet)  ADJUSTED  
 NF0178  ___________________________________________________________________
 NF0178  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NF0178  DYNAMIC HT  -         302.098 (meters)     991.13  (feet)  COMP
 NF0178  MODELED GRAV-     980,237.2   (mgal)                       NAVD 88
 NF0178
 NF0178  VERT ORDER  -  SECOND    CLASS 0
 NF0178
 NF0178.The horizontal coordinates were scaled from a topographic map and have
 NF0178.an estimated accuracy of +/- 6 seconds.
 NF0178
 NF0178.The orthometric height was determined by differential leveling
 NF0178.and adjusted by the National Geodetic Survey in June 1991..
 NF0178
 NF0178.The geoid height was determined by GEOID03.
 NF0178
 NF0178.The dynamic height is computed by dividing the NAVD 88
 NF0178.geopotential number by the normal gravity value computed on the
 NF0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0178.degrees latitude (g = 980.6199 gals.).
 NF0178
 NF0178.The modeled gravity was interpolated from observed gravity values.
 NF0178
 NF0178;                    North         East    Units  Estimated Accuracy
 NF0178;SPC MI S     -    65,100.    4,019,420.      MT  (+/- 180 meters Scaled)
 NF0178
 NF0178                          SUPERSEDED SURVEY CONTROL
 NF0178
 NF0178  NGVD 29 (??/??/92)  302.318  (m)          991.86   (f) ADJ UNCH    2 0
 NF0178
 NF0178.Superseded values are not recommended for survey control.
 NF0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0178.See file dsdata.txt to determine how the superseded data were derived.
 NF0178
 NF0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM372632(NAD 83)
 NF0178_MARKER: DD = SURVEY DISK
 NF0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0178_STAMPING: 12-P1
 NF0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0178+STABILITY: SURFACE MOTION
 NF0178
 NF0178  HISTORY     - Date     Condition        Report By
 NF0178  HISTORY     - UNK      MONUMENTED       MIGS
 NF0178  HISTORY     - 1941     GOOD             NGS
 NF0178
 NF0178                          STATION DESCRIPTION
 NF0178
 NF0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0178'6 MI SE FROM BROOKLYN.
 NF0178'6.0 MILES SOUTHEAST OF BROOKLYN AND 7.0 MILES SOUTHWEST OF
 NF0178'MANCHESTER, IN WASHTENAW COUNTY AT THE WASHTENAW-JACKSON COUNTY
 NF0178'LINE, IN EITHER THE SW 1/4 SEC. 30, OR THE NW 1/4 SEC. 31, T 4 S,
 NF0178'R 3 E, NEAR THE WEST CORNER COMMON TO THESE TWO SECTIONS.
 NF0178'REACHED FROM BROOKLYN BY GOING SOUTHEASTERLY ON STATE HIGHWAY
 NF0178'124 FOR 7.1 MILES TO ITS INTERSECTION WITH COUNTY HIGHWAY 3528
 NF0178'A GRAVEL ROAD, THENCE NORTHERLY ON THE COUNTY ROAD 0.7 MILE.
 NF0178'MARK IS 57 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NF0178'RESIDENCE OF J.E. PERKEY, 16 YARDS NORTHEAST OF A 14 INCH WALNUT
 NF0178'TREE, 46.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH
 NF0178'HEADWALL OF A CULVERT UNDER THE PRIVATE DRIVEWAY TO THE HOUSE,
 NF0178'20 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF THE
 NF0178'EAST RIGHT OF WAY FENCE LINE, 6 FEET NORTH OF A 12-INCH WALNUT
 NF0178'TREE, AND 2 FEET LOWER THAN THE ROAD SURFACE.  MARK IS ABOUT
 NF0178'100 YARDS SOUTH OF A DIRT SIDEROAD WEST.  A STATE SURVEY DISK,
 NF0178'STAMPED 12-P1 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 NF0178'THE GROUND.  NOTE-- MARK BEARS NO DATE.  STAMPED MARK WITH
 NF0178'ELEV. 991.855.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0180 ***********************************************************************
 NF0180  DESIGNATION -  12 Q 1
 NF0180  PID         -  NF0180
 NF0180  STATE/COUNTY-  MI/WASHTENAW
 NF0180  USGS QUAD   -  ONSTED (1980)
 NF0180
 NF0180                         *CURRENT SURVEY CONTROL
 NF0180  ___________________________________________________________________
 NF0180* NAD 83(1986)-  42 07 06.     (N)    084 07 58.     (W)     SCALED    
 NF0180* NAVD 88     -       314.696  (meters)    1032.47   (feet)  ADJUSTED  
 NF0180  ___________________________________________________________________
 NF0180  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NF0180  DYNAMIC HT  -         314.579 (meters)    1032.08  (feet)  COMP
 NF0180  MODELED GRAV-     980,239.8   (mgal)                       NAVD 88
 NF0180
 NF0180  VERT ORDER  -  SECOND    CLASS 0
 NF0180
 NF0180.The horizontal coordinates were scaled from a topographic map and have
 NF0180.an estimated accuracy of +/- 6 seconds.
 NF0180
 NF0180.The orthometric height was determined by differential leveling
 NF0180.and adjusted by the National Geodetic Survey in June 1991..
 NF0180
 NF0180.The geoid height was determined by GEOID03.
 NF0180
 NF0180.The dynamic height is computed by dividing the NAVD 88
 NF0180.geopotential number by the normal gravity value computed on the
 NF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0180.degrees latitude (g = 980.6199 gals.).
 NF0180
 NF0180.The modeled gravity was interpolated from observed gravity values.
 NF0180
 NF0180;                    North         East    Units  Estimated Accuracy
 NF0180;SPC MI S     -    68,710.    4,019,340.      MT  (+/- 180 meters Scaled)
 NF0180
 NF0180                          SUPERSEDED SURVEY CONTROL
 NF0180
 NF0180  NGVD 29 (??/??/92)  314.802  (m)         1032.81   (f) ADJ UNCH    2 0
 NF0180
 NF0180.Superseded values are not recommended for survey control.
 NF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0180.See file dsdata.txt to determine how the superseded data were derived.
 NF0180
 NF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM370668(NAD 83)
 NF0180_MARKER: DD = SURVEY DISK
 NF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0180_STAMPING: 12-Q1
 NF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0180+STABILITY: SURFACE MOTION
 NF0180
 NF0180  HISTORY     - Date     Condition        Report By
 NF0180  HISTORY     - UNK      MONUMENTED       MIGS
 NF0180  HISTORY     - 1941     GOOD             NGS
 NF0180  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0180
 NF0180                          STATION DESCRIPTION
 NF0180
 NF0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0180'4 MI SE FROM NORVELL.
 NF0180'4.0 MILES SOUTHEAST OF NORVELL, 5 1/4 MILES WEST SOUTHWEST OF
 NF0180'MANCHESTER, 6.0 MILES EAST OF BROOKLYN, AT THE WASHTENAW-JACKSON
 NF0180'COUNTY LINE, IN THE SW 1/4 SEC. 18, T 4 S, R 3 E, AT THE WATKINS
 NF0180'FARM, 53 YARDS EAST OF THE SILO ON THE FARM, 53.0 FEET NORTHWEST
 NF0180'OF THE CENTERLINE OF THE HIGHWAY, 25.0 FEET NORTHWEST OF THE
 NF0180'CENTERLINE OF THE FARM DRIVEWAY, 7.0 FEET SOUTHEAST OF A BOARD
 NF0180'FENCE AROUND A STOCKYARD, 4.0 FEET WEST OF A LILAC BUSH,
 NF0180'SOUTHWEST OF A 7-INCH OAK TREE, AND 7.0 FEET HIGHER THAN THE
 NF0180'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 12-Q1 AND SET
 NF0180'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  MARK IS
 NF0180'JUST NORTH OF THE CORNER WHERE THE COUNTY LINE FORKS WEST AND
 NF0180'NORTHEAST.  STAMPED MARK WITH ELEVATION 1032.813.
 NF0180
 NF0180                          STATION RECOVERY (1976)
 NF0180
 NF0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0181 ***********************************************************************
 NF0181  DESIGNATION -  12 R 1
 NF0181  PID         -  NF0181
 NF0181  STATE/COUNTY-  MI/JACKSON
 NF0181  USGS QUAD   -  NORVELL (1980)
 NF0181
 NF0181                         *CURRENT SURVEY CONTROL
 NF0181  ___________________________________________________________________
 NF0181* NAD 83(1986)-  42 07 48.     (N)    084 08 23.     (W)     SCALED    
 NF0181* NAVD 88     -       300.365  (meters)     985.45   (feet)  ADJUSTED  
 NF0181  ___________________________________________________________________
 NF0181  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NF0181  DYNAMIC HT  -         300.253 (meters)     985.08  (feet)  COMP
 NF0181  MODELED GRAV-     980,241.6   (mgal)                       NAVD 88
 NF0181
 NF0181  VERT ORDER  -  SECOND    CLASS 0
 NF0181
 NF0181.The horizontal coordinates were scaled from a topographic map and have
 NF0181.an estimated accuracy of +/- 6 seconds.
 NF0181
 NF0181.The orthometric height was determined by differential leveling
 NF0181.and adjusted by the National Geodetic Survey in June 1991..
 NF0181
 NF0181.The geoid height was determined by GEOID03.
 NF0181
 NF0181.The dynamic height is computed by dividing the NAVD 88
 NF0181.geopotential number by the normal gravity value computed on the
 NF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0181.degrees latitude (g = 980.6199 gals.).
 NF0181
 NF0181.The modeled gravity was interpolated from observed gravity values.
 NF0181
 NF0181;                    North         East    Units  Estimated Accuracy
 NF0181;SPC MI S     -    70,010.    4,018,760.      MT  (+/- 180 meters Scaled)
 NF0181
 NF0181                          SUPERSEDED SURVEY CONTROL
 NF0181
 NF0181  NGVD 29 (??/??/92)  300.470  (m)          985.79   (f) ADJ UNCH    2 0
 NF0181
 NF0181.Superseded values are not recommended for survey control.
 NF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0181.See file dsdata.txt to determine how the superseded data were derived.
 NF0181
 NF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM364681(NAD 83)
 NF0181_MARKER: DD = SURVEY DISK
 NF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0181_STAMPING: 12-R1
 NF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0181+STABILITY: SURFACE MOTION
 NF0181
 NF0181  HISTORY     - Date     Condition        Report By
 NF0181  HISTORY     - UNK      MONUMENTED       MIGS
 NF0181  HISTORY     - 1941     GOOD             NGS
 NF0181  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0181
 NF0181                          STATION DESCRIPTION
 NF0181
 NF0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0181'3.2 MI SE FROM NORVELL.
 NF0181'3 1/4 MILES SOUTHEAST OF NORVELL, 5 1/4 MILES WEST-SOUTHWEST OF
 NF0181'MANCHESTER, 5 3/4 MILES EAST NORTHEAST OF BROOKLYN, IN THE N E
 NF0181'1/4, SEC. 13, T 4 S, R 2 E, 36 YARDS NORTHWEST OF THE NEW YORK
 NF0181'CENTRAL RAILROAD STATION AT WATKINS, 24.0 FEET NORTH OF THE NORTH
 NF0181'RAIL, 22.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE LINE, 7.2
 NF0181'FEET NORTHWEST OF A CONCRETE WHISTLE POST AND ABOUT 3 FEET ABOVE
 NF0181'TOP OF RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 12-R1 AND SET
 NF0181'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- MARK
 NF0181'IS ABOUT 1/4 MILE WEST OF JACKSON-WASHTENAW COUNTY LINE.  MARK
 NF0181'IS NOT DATED.  STAMPED MARK WITH ELEVATION 985.792.
 NF0181
 NF0181                          STATION RECOVERY (2003)
 NF0181
 NF0181'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0028 ***********************************************************************
 QK0028  DESIGNATION -  12 RBC USGS
 QK0028  PID         -  QK0028
 QK0028  STATE/COUNTY-  MI/CHIPPEWA
 QK0028  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0028
 QK0028                         *CURRENT SURVEY CONTROL
 QK0028  ___________________________________________________________________
 QK0028* NAD 83(1986)-  45 58 43.     (N)    084 06 14.     (W)     SCALED    
 QK0028* NAVD 88     -       179.357  (meters)     588.44   (feet)  ADJUSTED  
 QK0028  ___________________________________________________________________
 QK0028  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 QK0028  DYNAMIC HT  -         179.361 (meters)     588.45  (feet)  COMP
 QK0028  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 QK0028
 QK0028  VERT ORDER  -  FIRST     CLASS 0
 QK0028
 QK0028.The horizontal coordinates were scaled from a topographic map and have
 QK0028.an estimated accuracy of +/- 6 seconds.
 QK0028
 QK0028.The orthometric height was determined by differential leveling
 QK0028.and adjusted by the National Geodetic Survey in June 1991..
 QK0028
 QK0028.The geoid height was determined by GEOID03.
 QK0028
 QK0028.The dynamic height is computed by dividing the NAVD 88
 QK0028.geopotential number by the normal gravity value computed on the
 QK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0028.degrees latitude (g = 980.6199 gals.).
 QK0028
 QK0028.The modeled gravity was interpolated from observed gravity values.
 QK0028
 QK0028;                    North         East    Units  Estimated Accuracy
 QK0028;SPC MI N     -   136,950.    8,224,360.      MT  (+/- 180 meters Scaled)
 QK0028
 QK0028                          SUPERSEDED SURVEY CONTROL
 QK0028
 QK0028.No superseded survey control is available for this station.
 QK0028
 QK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR243957(NAD 83)
 QK0028_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0028_SP_SET: CURB
 QK0028_MARK LOGO: USGS  
 QK0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0028
 QK0028  HISTORY     - Date     Condition        Report By
 QK0028  HISTORY     - 1958     MONUMENTED       USGS
 QK0028  HISTORY     - 1972     GOOD             USLS
 QK0028  HISTORY     - 1983     GOOD             NGS
 QK0028  HISTORY     - 19940728 GOOD             USPSQD
 QK0028  HISTORY     - 20010331 GOOD             NGS
 QK0028
 QK0028                          STATION DESCRIPTION
 QK0028
 QK0028'DESCRIBED BY US LAKE SURVEY 1972
 QK0028'13.2 MI E FROM CEDARVILLE.
 QK0028'12 RBC A BENCH MARK ESTABLISHED BY THE U.S. GEOLOGICAL SURVEY, IS IN
 QK0028'CHIPPEWA COUNTY, MICHIGAN, 13.2 MILES EAST ALONG HIGHWAY M-134
 QK0028'FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN ROAD)
 QK0028'IN CEDARVILLE, 1.0 MILES WEST OF INTERSECTION M-134 AND M-48,
 QK0028'ON SOUTH CURB OF BRIDGE OVER TROUT CREEK, 16 FEET SOUTHWEST OF
 QK0028'CENTERLINE OF HIGHWAY, 11.0 FEET SOUTHEAST OF NORTHWEST FACE
 QK0028'AND 0.7 FEET SOUTHWEST OF NORTHEAST FACE OF BRIDGE CURB, 1/2-FOOT
 QK0028'ABOVE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER
 QK0028'OF BRONZE DISC SET INTO TOP OF CURB.  NOTE-- PREV. DESIG. 12 RBC
 QK0028'1958.
 QK0028
 QK0028                          STATION RECOVERY (1983)
 QK0028
 QK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0028'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  21.3 KM
 QK0028'(13.25 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0028'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE BRIDGE OVER TROUT CREEK, SET
 QK0028'IN THE SOUTH BRIDGE CURB, 1.6 KM (1.0 MI) WEST-NORTHWEST ALONG STATE
 QK0028'HIGHWAY 134 FROM THE JUNCTION OF STATE HIGHWAY 48, 4.8 METERS
 QK0028'(16.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.35 METERS
 QK0028'(11.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE CURB, AND 0.21 METERS
 QK0028'(0.7 FT) SOUTHWEST OF THE NORTHWEST FACE OF THE BRIDGE CURB.
 QK0028'THE MARK IS 0.15 M ABOVE HIGHWAY.
 QK0028
 QK0028                          STATION RECOVERY (1994)
 QK0028
 QK0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0028'RECOVERED IN GOOD CONDITION.
 QK0028
 QK0028                          STATION RECOVERY (2001)
 QK0028
 QK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0028'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0186 ***********************************************************************
 NF0186  DESIGNATION -  12 T AZ
 NF0186  PID         -  NF0186
 NF0186  STATE/COUNTY-  MI/JACKSON
 NF0186  USGS QUAD   -  NORVELL (1980)
 NF0186
 NF0186                         *CURRENT SURVEY CONTROL
 NF0186  ___________________________________________________________________
 NF0186* NAD 83(1986)-  42 09 32.     (N)    084 11 22.     (W)     SCALED    
 NF0186* NAVD 88     -       290.327  (meters)     952.51   (feet)  ADJUSTED  
 NF0186  ___________________________________________________________________
 NF0186  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NF0186  DYNAMIC HT  -         290.219 (meters)     952.16  (feet)  COMP
 NF0186  MODELED GRAV-     980,244.3   (mgal)                       NAVD 88
 NF0186
 NF0186  VERT ORDER  -  SECOND    CLASS 0
 NF0186
 NF0186.The horizontal coordinates were scaled from a topographic map and have
 NF0186.an estimated accuracy of +/- 6 seconds.
 NF0186
 NF0186.The orthometric height was determined by differential leveling
 NF0186.and adjusted by the National Geodetic Survey in June 1991..
 NF0186
 NF0186.The geoid height was determined by GEOID03.
 NF0186
 NF0186.The dynamic height is computed by dividing the NAVD 88
 NF0186.geopotential number by the normal gravity value computed on the
 NF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0186.degrees latitude (g = 980.6199 gals.).
 NF0186
 NF0186.The modeled gravity was interpolated from observed gravity values.
 NF0186
 NF0186;                    North         East    Units  Estimated Accuracy
 NF0186;SPC MI S     -    73,200.    4,014,650.      MT  (+/- 180 meters Scaled)
 NF0186
 NF0186                          SUPERSEDED SURVEY CONTROL
 NF0186
 NF0186  NGVD 29 (??/??/92)  290.416  (m)          952.81   (f) ADJ UNCH    2 0
 NF0186
 NF0186.Superseded values are not recommended for survey control.
 NF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0186.See file dsdata.txt to determine how the superseded data were derived.
 NF0186
 NF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM321712(NAD 83)
 NF0186_MARKER: DD = SURVEY DISK
 NF0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0186_STAMPING: 12-TAZ
 NF0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0186+STABILITY: SURFACE MOTION
 NF0186
 NF0186  HISTORY     - Date     Condition        Report By
 NF0186  HISTORY     - UNK      MONUMENTED       MIGS
 NF0186  HISTORY     - 1941     GOOD             NGS
 NF0186  HISTORY     - 20031108 GOOD             USPSQD
 NF0186
 NF0186                          STATION DESCRIPTION
 NF0186
 NF0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0186'AT NORVELL.
 NF0186'AT NORVELL, IN THE NW 1/4 SEC, SEC. 3, T 4 S, R 2 E, 0.2 MILE
 NF0186'WEST OF THE CROSSROADS AT THE CENTER OF THE VILLAGE, ON THE
 NF0186'NORTH SIDE OF THE ROAD AT A STREET LIGHT, 28 YARDS SOUTHEAST
 NF0186'OF THE SOUTHEAST CORNER OF THE PORCH OF THE ELMER FOOT RESIDENCE,
 NF0186'22 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE GEORGE JEDELE
 NF0186'RESIDENCE, DIRECTLY ACROSS THE STREET FROM POLE 106, 6 FEET
 NF0186'NORTH OF POLE 107, AND 1 FOOT LOWER THAN THE STREET.  A STATE
 NF0186'SURVEY STANDARD DISK, STAMPED 12-TAZ AND SET IN THE TOP OF A
 NF0186'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  NOTE-- NO
 NF0186'DATE ON MARK.  STAMPED MARK WITH ELEVATION 952.806.
 NF0186
 NF0186                          STATION RECOVERY (2003)
 NF0186
 NF0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0186'AS OF 11/8/03, THE CONCRETE POST IS PROJECTING ABOUT 4 INCHES ABOVE
 NF0186'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0184 ***********************************************************************
 NF0184  DESIGNATION -  12 U
 NF0184  PID         -  NF0184
 NF0184  STATE/COUNTY-  MI/JACKSON
 NF0184  USGS QUAD   -  NORVELL (1980)
 NF0184
 NF0184                         *CURRENT SURVEY CONTROL
 NF0184  ___________________________________________________________________
 NF0184* NAD 83(1986)-  42 10 12.     (N)    084 10 23.     (W)     SCALED    
 NF0184* NAVD 88     -       294.780  (meters)     967.12   (feet)  ADJUSTED  
 NF0184  ___________________________________________________________________
 NF0184  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NF0184  DYNAMIC HT  -         294.672 (meters)     966.77  (feet)  COMP
 NF0184  MODELED GRAV-     980,246.4   (mgal)                       NAVD 88
 NF0184
 NF0184  VERT ORDER  -  SECOND    CLASS 0
 NF0184
 NF0184.The horizontal coordinates were scaled from a topographic map and have
 NF0184.an estimated accuracy of +/- 6 seconds.
 NF0184
 NF0184.The orthometric height was determined by differential leveling
 NF0184.and adjusted by the National Geodetic Survey in June 1991..
 NF0184
 NF0184.The geoid height was determined by GEOID03.
 NF0184
 NF0184.The dynamic height is computed by dividing the NAVD 88
 NF0184.geopotential number by the normal gravity value computed on the
 NF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0184.degrees latitude (g = 980.6199 gals.).
 NF0184
 NF0184.The modeled gravity was interpolated from observed gravity values.
 NF0184
 NF0184;                    North         East    Units  Estimated Accuracy
 NF0184;SPC MI S     -    74,440.    4,016,000.      MT  (+/- 180 meters Scaled)
 NF0184
 NF0184                          SUPERSEDED SURVEY CONTROL
 NF0184
 NF0184  NGVD 29 (??/??/92)  294.874  (m)          967.43   (f) ADJ UNCH    2 0
 NF0184
 NF0184.Superseded values are not recommended for survey control.
 NF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0184.See file dsdata.txt to determine how the superseded data were derived.
 NF0184
 NF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM335725(NAD 83)
 NF0184_MARKER: DD = SURVEY DISK
 NF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0184_STAMPING: 12-U
 NF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0184+STABILITY: SURFACE MOTION
 NF0184
 NF0184  HISTORY     - Date     Condition        Report By
 NF0184  HISTORY     - UNK      MONUMENTED       MIGS
 NF0184  HISTORY     - 1941     GOOD             NGS
 NF0184  HISTORY     - 20031108 GOOD             USPSQD
 NF0184
 NF0184                          STATION DESCRIPTION
 NF0184
 NF0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0184'1.2 MI N FROM NORVELL.
 NF0184'1.25 MILES NORTH-NORTHEAST OF NORVELL, NEAR THE EAST 1/4 CORNER
 NF0184'SEC. 34, T 3 S, R 2 E, AT A ROAD INTERSECTION, 58 YARDS EAST
 NF0184'OF A FRAME HOUSE, 32 YARDS WEST OF THE CENTERLINE OF ONE ROAD
 NF0184'AND 21 FEET SOUTH OF THE CENTERLINE OF THE OTHER ROAD, 3.0 FEET
 NF0184'SOUTH OF THE SOUTH ROAD DITCH, AND 9 INCHES LOWER THAN THE
 NF0184'ROAD.  A STANDARD STATE SURVEY DISK, STAMPED 12-U AND SET IN
 NF0184'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 NF0184'GROUND.  NOTE-- NO DATE ON MARK.  HOUSE MENTION IN DESCRIPTION
 NF0184'IS FRAME, NOT STONE.  STAMPED MARK WITH ELEVATION 96.433.
 NF0184
 NF0184                          STATION RECOVERY (2003)
 NF0184
 NF0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0231 ***********************************************************************
 RJ0231  DESIGNATION -  12 USLS
 RJ0231  PID         -  RJ0231
 RJ0231  STATE/COUNTY-  MI/CHIPPEWA
 RJ0231  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0231
 RJ0231                         *CURRENT SURVEY CONTROL
 RJ0231  ___________________________________________________________________
 RJ0231* NAD 83(1986)-  46 29 03.     (N)    084 14 29.     (W)     SCALED    
 RJ0231* NAVD 88     -       243.090  (meters)     797.54   (feet)  ADJUSTED  
 RJ0231  ___________________________________________________________________
 RJ0231  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0231  DYNAMIC HT  -         243.103 (meters)     797.58  (feet)  COMP
 RJ0231  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0231
 RJ0231  VERT ORDER  -  FIRST     CLASS 0
 RJ0231
 RJ0231.The horizontal coordinates were scaled from a topographic map and have
 RJ0231.an estimated accuracy of +/- 6 seconds.
 RJ0231
 RJ0231.The orthometric height was determined by differential leveling
 RJ0231.and adjusted by the National Geodetic Survey in June 1991..
 RJ0231
 RJ0231.The geoid height was determined by GEOID03.
 RJ0231
 RJ0231.The dynamic height is computed by dividing the NAVD 88
 RJ0231.geopotential number by the normal gravity value computed on the
 RJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0231.degrees latitude (g = 980.6199 gals.).
 RJ0231
 RJ0231.The modeled gravity was interpolated from observed gravity values.
 RJ0231
 RJ0231;                    North         East    Units  Estimated Accuracy
 RJ0231;SPC MI N     -   192,720.    8,211,760.      MT  (+/- 180 meters Scaled)
 RJ0231
 RJ0231                          SUPERSEDED SURVEY CONTROL
 RJ0231
 RJ0231.No superseded survey control is available for this station.
 RJ0231
 RJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS117515(NAD 83)
 RJ0231_MARKER: Z = SEE DESCRIPTION
 RJ0231_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0231+WITH SETTING: INTO GROUND
 RJ0231_MARK LOGO: USLS  
 RJ0231_PROJECTION: FLUSH
 RJ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0231+STABILITY: SURFACE MOTION
 RJ0231_ROD/PIPE-DEPTH: 1.8  meters
 RJ0231
 RJ0231  HISTORY     - Date     Condition        Report By
 RJ0231  HISTORY     - 1969     MONUMENTED       USLS
 RJ0231  HISTORY     - 1969     GOOD             USLS
 RJ0231  HISTORY     - 1983     GOOD             NGS
 RJ0231
 RJ0231                          STATION DESCRIPTION
 RJ0231
 RJ0231'DESCRIBED BY US LAKE SURVEY 1969
 RJ0231'AT SUGAR ISLAND.
 RJ0231'12 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0231'DOCK PROCEED 2.7 MILES EAST ON PAVED ROAD TO SOUTHWEST CORNER
 RJ0231'OF AN INTERSECTION, 34 FEET SOUTH OF CENTERLINE OF EAST-WEST
 RJ0231'ROAD, 30 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 6.3 FEET
 RJ0231'SOUTH OF UTILITY POLE NO. SU I-27-12, 1/4-FOOT BELOW THE GROUND
 RJ0231'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0231'COPPER-COATED STEEL ROD, 6 FEET LONG.
 RJ0231
 RJ0231                          STATION RECOVERY (1983)
 RJ0231
 RJ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.4 KM (2.7
 RJ0231'FT) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0231'SUGAR ISLAND, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH-SOUTHEAST,
 RJ0231'10.4 METERS (34.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 9.1 METERS
 RJ0231'(30.0 FT) WEST OF A DIRT ROAD, 1.9 METERS (6.3 FT) SOUTH OF UTILITY
 RJ0231'POLE NUMBER SUI-27-12, AND 2.1 METERS (7.0 FT) SOUTH OF A TELEPHONE
 RJ0231'JUNCTION BOX.
 RJ0231'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 RJ0231'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0183 ***********************************************************************
 NF0183  DESIGNATION -  12 V
 NF0183  PID         -  NF0183
 NF0183  STATE/COUNTY-  MI/JACKSON
 NF0183  USGS QUAD   -  NORVELL (1980)
 NF0183
 NF0183                         *CURRENT SURVEY CONTROL
 NF0183  ___________________________________________________________________
 NF0183* NAD 83(1986)-  42 10 20.     (N)    084 08 42.     (W)     SCALED    
 NF0183* NAVD 88     -       298.272  (meters)     978.58   (feet)  ADJUSTED  
 NF0183  ___________________________________________________________________
 NF0183  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0183  DYNAMIC HT  -         298.163 (meters)     978.22  (feet)  COMP
 NF0183  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 NF0183
 NF0183  VERT ORDER  -  SECOND    CLASS 0
 NF0183
 NF0183.The horizontal coordinates were scaled from a topographic map and have
 NF0183.an estimated accuracy of +/- 6 seconds.
 NF0183
 NF0183.The orthometric height was determined by differential leveling
 NF0183.and adjusted by the National Geodetic Survey in June 1991..
 NF0183
 NF0183.The geoid height was determined by GEOID03.
 NF0183
 NF0183.The dynamic height is computed by dividing the NAVD 88
 NF0183.geopotential number by the normal gravity value computed on the
 NF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0183.degrees latitude (g = 980.6199 gals.).
 NF0183
 NF0183.The modeled gravity was interpolated from observed gravity values.
 NF0183
 NF0183;                    North         East    Units  Estimated Accuracy
 NF0183;SPC MI S     -    74,690.    4,018,320.      MT  (+/- 180 meters Scaled)
 NF0183
 NF0183                          SUPERSEDED SURVEY CONTROL
 NF0183
 NF0183  NGVD 29 (??/??/92)  298.373  (m)          978.91   (f) ADJ UNCH    2 0
 NF0183
 NF0183.Superseded values are not recommended for survey control.
 NF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0183.See file dsdata.txt to determine how the superseded data were derived.
 NF0183
 NF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM358728(NAD 83)
 NF0183_MARKER: DD = SURVEY DISK
 NF0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0183_STAMPING: 12-V
 NF0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0183+STABILITY: SURFACE MOTION
 NF0183
 NF0183  HISTORY     - Date     Condition        Report By
 NF0183  HISTORY     - UNK      MONUMENTED       MIGS
 NF0183  HISTORY     - 1941     GOOD             NGS
 NF0183  HISTORY     - 1976     POOR             USGS
 NF0183  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0183
 NF0183                          STATION DESCRIPTION
 NF0183
 NF0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0183'2.2 MI NE FROM NORVELL.
 NF0183'2.25 MILES EAST-NORTHEAST OF NORVELL, 5 1/4 MILES EAST OF
 NF0183'NAPOLEON, 5 1/2 MILES WEST-NORTHWEST OF MANCHESTER, IN THE
 NF0183'CENTRAL PART OF SEC. 36, T 3 S, R 2 E, 1/2 MILE WEST OF THE
 NF0183'JACKSON-WASHTENAW COUNTY LINE, ON AN OILED COUNTY ROAD 120 YARDS
 NF0183'WEST OF A DIRT ROAD SOUTH, 24 YARDS NORTHWEST OF A 36-INCH
 NF0183'WILLOW TREE WHICH IS ON THE SOUTHSIDE OF THE HIGHWAY, IN THE
 NF0183'CENTER OF A SMALL ROAD DITCH, 17.7 FEET NORTH OF THE CENTER OF
 NF0183'THE HIGHWAY, 11.7 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE,
 NF0183'AND LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0183'12-V AND SET IN THE TOP OF A CONCRETE POST PROJECTING 11 INCHES
 NF0183'ABOVE GROUND.  REACHED FROM NORVELL BY GOING NORTHEASTERLY ALONG
 NF0183'THE HIGHWAY ABOUT 3 MILES.  NOTE-- NO DATE ON MARK.  STAMPED
 NF0183'ELEVATION 978.913 ON MARK.
 NF0183
 NF0183                          STATION RECOVERY (1976)
 NF0183
 NF0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0183'MARK RECOVERED IN POOR CONDITION.
 NF0183
 NF0183                          STATION RECOVERY (2003)
 NF0183
 NF0183'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0182 ***********************************************************************
 NF0182  DESIGNATION -  12 V AZ
 NF0182  PID         -  NF0182
 NF0182  STATE/COUNTY-  MI/JACKSON
 NF0182  USGS QUAD   -  NORVELL (1980)
 NF0182
 NF0182                         *CURRENT SURVEY CONTROL
 NF0182  ___________________________________________________________________
 NF0182* NAD 83(1986)-  42 10 16.     (N)    084 08 20.     (W)     SCALED    
 NF0182* NAVD 88     -       291.149  (meters)     955.21   (feet)  ADJUSTED  
 NF0182  ___________________________________________________________________
 NF0182  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0182  DYNAMIC HT  -         291.043 (meters)     954.86  (feet)  COMP
 NF0182  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 NF0182
 NF0182  VERT ORDER  -  SECOND    CLASS 0
 NF0182
 NF0182.The horizontal coordinates were scaled from a topographic map and have
 NF0182.an estimated accuracy of +/- 6 seconds.
 NF0182
 NF0182.The orthometric height was determined by differential leveling
 NF0182.and adjusted by the National Geodetic Survey in June 1991..
 NF0182
 NF0182.The geoid height was determined by GEOID03.
 NF0182
 NF0182.The dynamic height is computed by dividing the NAVD 88
 NF0182.geopotential number by the normal gravity value computed on the
 NF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0182.degrees latitude (g = 980.6199 gals.).
 NF0182
 NF0182.The modeled gravity was interpolated from observed gravity values.
 NF0182
 NF0182;                    North         East    Units  Estimated Accuracy
 NF0182;SPC MI S     -    74,570.    4,018,820.      MT  (+/- 180 meters Scaled)
 NF0182
 NF0182                          SUPERSEDED SURVEY CONTROL
 NF0182
 NF0182  NGVD 29 (??/??/92)  291.251  (m)          955.55   (f) ADJ UNCH    2 0
 NF0182
 NF0182.Superseded values are not recommended for survey control.
 NF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0182.See file dsdata.txt to determine how the superseded data were derived.
 NF0182
 NF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM363727(NAD 83)
 NF0182_MARKER: DD = SURVEY DISK
 NF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0182_STAMPING: 12-VAZ
 NF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0182+STABILITY: SURFACE MOTION
 NF0182
 NF0182  HISTORY     - Date     Condition        Report By
 NF0182  HISTORY     - UNK      MONUMENTED       MIGS
 NF0182  HISTORY     - 1941     GOOD             NGS
 NF0182  HISTORY     - 20031108 MARK NOT FOUND   USPSQD
 NF0182
 NF0182                          STATION DESCRIPTION
 NF0182
 NF0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0182'2.2 MI NE FROM NORVELL.
 NF0182'2.25 MILES NORTHEAST OF NORVELL, NEAR THE CENTER OF SEC. 368
 NF0182'T 3 S, R 2 E, 1/2 MILE WEST OF THE JACKSON-WASHTENAW COUNTY
 NF0182'LINE, AT THE SIDE OF A NORTH AND SOUTH DIRT ROAD, 1/4 MILE SOUTH
 NF0182'OF AN EAST AND WEST OILED ROAD, OVER THE TOP OF THE SECOND KNOLL
 NF0182'SOUTH FROM THE OILED ROAD, 41.0 FEET NORTH OF A 14-INCH ELM
 NF0182'TREE, 21 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 2 1/4
 NF0182'FEET EAST OF THE WEST RIGHT-OF-WAY FENCE LINE, AND ABOUT 20
 NF0182'INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 NF0182'STAMPED 12-VAZ AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0182'ABOUT 4 INCHES ABOVE GROUND.  NOTE-- MARK IS NOT DATED.  STAMPED
 NF0182'MARK WITH ELEVATION 995.546.
 NF0182
 NF0182                          STATION RECOVERY (2003)
 NF0182
 NF0182'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 NF0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0303 ***********************************************************************
 NF0303  DESIGNATION -  120 1/2
 NF0303  PID         -  NF0303
 NF0303  STATE/COUNTY-  MI/IONIA
 NF0303  USGS QUAD   -  PORTLAND NORTH (1978)
 NF0303
 NF0303                         *CURRENT SURVEY CONTROL
 NF0303  ___________________________________________________________________
 NF0303* NAD 83(1986)-  42 59 11.     (N)    084 59 38.     (W)     SCALED    
 NF0303* NAVD 88     -       195.829  (meters)     642.48   (feet)  ADJUSTED  
 NF0303  ___________________________________________________________________
 NF0303  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0303  DYNAMIC HT  -         195.779 (meters)     642.32  (feet)  COMP
 NF0303  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 NF0303
 NF0303  VERT ORDER  -  SECOND    CLASS 0
 NF0303
 NF0303.The horizontal coordinates were scaled from a topographic map and have
 NF0303.an estimated accuracy of +/- 6 seconds.
 NF0303
 NF0303.The orthometric height was determined by differential leveling
 NF0303.and adjusted by the National Geodetic Survey in June 1991..
 NF0303
 NF0303.The geoid height was determined by GEOID03.
 NF0303
 NF0303.The dynamic height is computed by dividing the NAVD 88
 NF0303.geopotential number by the normal gravity value computed on the
 NF0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0303.degrees latitude (g = 980.6199 gals.).
 NF0303
 NF0303.The modeled gravity was interpolated from observed gravity values.
 NF0303
 NF0303;                    North         East    Units  Estimated Accuracy
 NF0303;SPC MI S     -   165,300.    3,948,850.      MT  (+/- 180 meters Scaled)
 NF0303
 NF0303                          SUPERSEDED SURVEY CONTROL
 NF0303
 NF0303  NGVD 29 (??/??/92)  195.966  (m)          642.93   (f) ADJ UNCH    2 0
 NF0303
 NF0303.Superseded values are not recommended for survey control.
 NF0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0303.See file dsdata.txt to determine how the superseded data were derived.
 NF0303
 NF0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN635612(NAD 83)
 NF0303_MARKER: Z = SEE DESCRIPTION
 NF0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0303_STAMPING: BM 120 1/2
 NF0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0303+STABILITY: SURFACE MOTION
 NF0303
 NF0303  HISTORY     - Date     Condition        Report By
 NF0303  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0303  HISTORY     - 1934     GOOD             NGS
 NF0303  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0303
 NF0303                          STATION DESCRIPTION
 NF0303
 NF0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0303'2.8 MI W FROM MUIR.
 NF0303'2.8 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0303'STATION AT MUIR, IONIA COUNTY, 0.5 MILES WEST OF MILEPOST
 NF0303'120-GH 69, 50 YARDS SOUTHEAST OF A WHITE FRAME HOUSE, 46 FEET
 NF0303'NORTH OF THE NORTH RAIL, 2.7 FEET SOUTH OF A FENCE, AND 4 FEET
 NF0303'LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED B.M.
 NF0303'120 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0303
 NF0303                          STATION RECOVERY (1975)
 NF0303
 NF0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6770 ***********************************************************************
 AA6770  DESIGNATION -  120 20
 AA6770  PID         -  AA6770
 AA6770  STATE/COUNTY-  MI/WAYNE
 AA6770  USGS QUAD   -  REDFORD (1983)
 AA6770
 AA6770                         *CURRENT SURVEY CONTROL
 AA6770  ___________________________________________________________________
 AA6770* NAD 83(1994)-  42 24 48.14565(N)    083 18 55.41283(W)     ADJUSTED  
 AA6770* NAVD 88     -       194.1    (meters)     637.     (feet)  GPS OBS   
 AA6770  ___________________________________________________________________
 AA6770  X           -     548,992.334 (meters)                     COMP
 AA6770  Y           -  -4,684,208.808 (meters)                     COMP
 AA6770  Z           -   4,279,723.230 (meters)                     COMP
 AA6770  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AA6770  ELLIP HEIGHT-         160.06  (meters)          (07/12/02) GPS OBS
 AA6770  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AA6770
 AA6770  HORZ ORDER  -  FIRST
 AA6770  ELLP ORDER  -  FOURTH    CLASS I
 AA6770
 AA6770.The horizontal coordinates were established by GPS observations
 AA6770.and adjusted by the National Geodetic Survey in February 1997..
 AA6770
 AA6770.The orthometric height was determined by GPS observations and a
 AA6770.high-resolution geoid model.
 AA6770
 AA6770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6770
 AA6770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6770
 AA6770.The ellipsoidal height was determined by GPS observations
 AA6770.and is referenced to NAD 83.
 AA6770
 AA6770.The geoid height was determined by GEOID03.
 AA6770
 AA6770;                    North         East     Units Scale Factor Converg.
 AA6770;SPC MI S     -   101,995.676 4,086,525.491   MT  0.99994055   +0 42 55.5
 AA6770;SPC MI S     -   334,631.48 13,407,235.86   iFT  0.99994055   +0 42 55.5
 AA6770;UTM  17      - 4,698,271.404   309,486.001   MT  1.00004659   -1 33 43.7
 AA6770
 AA6770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6770!SPC MI S     -   0.99997490  x   0.99994055  =   0.99991545
 AA6770!UTM  17      -   0.99997490  x   1.00004659  =   1.00002149
 AA6770
 AA6770                          SUPERSEDED SURVEY CONTROL
 AA6770
 AA6770  ELLIP H (02/03/97)  160.11   (m)                       GP(       ) 4 1
 AA6770  NAD 83(1986)-  42 24 48.15021(N)    083 18 55.44241(W) AD(       ) 1
 AA6770
 AA6770.Superseded values are not recommended for survey control.
 AA6770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6770.See file dsdata.txt to determine how the superseded data were derived.
 AA6770
 AA6770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0948698271(NAD 83)
 AA6770_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6770_STAMPING: 120-20 1960
 AA6770_MARK LOGO: MI-163
 AA6770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6770+STABILITY: SURFACE MOTION
 AA6770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6770+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2003
 AA6770
 AA6770  HISTORY     - Date     Condition        Report By
 AA6770  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6770  HISTORY     - 20011212 GOOD             INDIV
 AA6770  HISTORY     - 20021212 GOOD             INDIV
 AA6770  HISTORY     - 20030419 GOOD             GEOCAC
 AA6770  HISTORY     - 20031212 GOOD             INDIV
 AA6770
 AA6770                          STATION DESCRIPTION
 AA6770
 AA6770'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6770'STATION IS LOCATED 8 MILESEAST OF NORTHVILLE, MICHIGAN ON SIX MILE
 AA6770'ROAD AT INKSTER ROAD. TO REACH FROM THE INTERSECTION OF US-24
 AA6770'(TELEGRAPH ROAD) AND SIX MILE ROAD PROCEED WEST FROM THE INTERSECTION
 AA6770'ON SIX MILE ROAD FOR 2.0 MILESTO INKSTER ROAD AND THE STATION IN THE
 AA6770'NORTHEAST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP
 AA6770'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST
 AA6770'IRON MONUMENT BOX AND SET FLUSH WITH THE TOP OF SIDEWALK.  THE
 AA6770'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  THE
 AA6770'CENTERLINE OF INKSTER ROAD IS N 90 W, 56 FEET, THE CENTERLINE OF SIX
 AA6770'MILE ROAD IS S 0 W, 56 FEET,  A HYDRANT IS SOUTHWEST 5.5 FEET.
 AA6770
 AA6770                          STATION RECOVERY (2001)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2002)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2003)
 AA6770
 AA6770'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 AA6770'RECOVERED IN GOOD CONDITION.
 AA6770
 AA6770                          STATION RECOVERY (2003)
 AA6770
 AA6770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SJB)
 AA6770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6773 ***********************************************************************
 AA6773  DESIGNATION -  120 60
 AA6773  PID         -  AA6773
 AA6773  STATE/COUNTY-  MI/WAYNE
 AA6773  USGS QUAD   -  INKSTER (1983)
 AA6773
 AA6773                         *CURRENT SURVEY CONTROL
 AA6773  ___________________________________________________________________
 AA6773* NAD 83(1994)-  42 21 19.24533(N)    083 18 45.38541(W)     ADJUSTED  
 AA6773* NAVD 88     -       193.5    (meters)     635.     (feet)  GPS OBS   
 AA6773  ___________________________________________________________________
 AA6773  X           -     549,726.002 (meters)                     COMP
 AA6773  Y           -  -4,688,497.243 (meters)                     COMP
 AA6773  Z           -   4,274,961.526 (meters)                     COMP
 AA6773  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AA6773  ELLIP HEIGHT-         159.35  (meters)          (07/12/02) GPS OBS
 AA6773  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AA6773
 AA6773  HORZ ORDER  -  FIRST
 AA6773  ELLP ORDER  -  FOURTH    CLASS I
 AA6773
 AA6773.The horizontal coordinates were established by GPS observations
 AA6773.and adjusted by the National Geodetic Survey in February 1997..
 AA6773
 AA6773.The orthometric height was determined by GPS observations and a
 AA6773.high-resolution geoid model.
 AA6773
 AA6773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6773
 AA6773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6773
 AA6773.The ellipsoidal height was determined by GPS observations
 AA6773.and is referenced to NAD 83.
 AA6773
 AA6773.The geoid height was determined by GEOID03.
 AA6773
 AA6773;                    North         East     Units Scale Factor Converg.
 AA6773;SPC MI S     -    95,553.624 4,086,835.424   MT  0.99994933   +0 43 02.3
 AA6773;SPC MI S     -   313,496.14 13,408,252.70   iFT  0.99994933   +0 43 02.3
 AA6773;UTM  17      - 4,691,821.470   309,539.780   MT  1.00004634   -1 33 30.7
 AA6773
 AA6773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6773!SPC MI S     -   0.99997501  x   0.99994933  =   0.99992434
 AA6773!UTM  17      -   0.99997501  x   1.00004634  =   1.00002135
 AA6773
 AA6773:                Primary Azimuth Mark                     Grid Az
 AA6773:SPC MI S     -  120 64                                   179 34 35.9
 AA6773:UTM  17      -  120 64                                   181 51 08.9
 AA6773
 AA6773|---------------------------------------------------------------------|
 AA6773| PID    Reference Object                     Distance      Geod. Az  |
 AA6773|                                                           dddmmss.s |
 AA6773| AA6768 120 64                              APPROX. 0.6 KM 1801738.2 |
 AA6773|---------------------------------------------------------------------|
 AA6773
 AA6773                          SUPERSEDED SURVEY CONTROL
 AA6773
 AA6773  ELLIP H (02/03/97)  159.40   (m)                       GP(       ) 4 1
 AA6773  NAD 83(1986)-  42 21 19.24980(N)    083 18 45.41480(W) AD(       ) 1
 AA6773
 AA6773.Superseded values are not recommended for survey control.
 AA6773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6773.See file dsdata.txt to determine how the superseded data were derived.
 AA6773
 AA6773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0954091821(NAD 83)
 AA6773_MARKER: DB = BENCH MARK DISK
 AA6773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6773_STAMPING: 120-60 1960
 AA6773_MARK LOGO: MI-163
 AA6773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6773+STABILITY: SURFACE MOTION
 AA6773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6773+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 AA6773
 AA6773  HISTORY     - Date     Condition        Report By
 AA6773  HISTORY     - 1960     MONUMENTED       MI-163
 AA6773  HISTORY     - 20011212 GOOD             INDIV
 AA6773  HISTORY     - 20021212 GOOD             INDIV
 AA6773  HISTORY     - 20040301 GOOD             INDIV
 AA6773
 AA6773                          STATION DESCRIPTION
 AA6773
 AA6773'DESCRIBED BY WAYNE COUNTY MICHIGAN 1960
 AA6773'STATION IS LOCATED APPROXIAMATELY 5 MILESNORTH OF INKSTER, MICHIGAN
 AA6773'NEAR THE INTERSECTION OF JOY ROAD AND INKSTER ROAD. TO REACH FROM THE
 AA6773'INTERSECTION OF US-24 (TELEGRAPH ROAD) AND JOY ROAD PROCEED WEST ON
 AA6773'JOY ROAD 2.0 MILESTO INKSTER ROAD AND THE MONUMENT IN THE NORTHEAST
 AA6773'QUADRANT OF INTERSECTION. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6773'BRASS CAP SET IN CONCRETE IN A CAST IRON MONUMENT BOX.  THE MONUMENT
 AA6773'IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  THE MONUMENT IS
 AA6773'56 FEETEAST OF THE CENTERLINE OF INKSTER ROAD AND 56 FEETNORTH OF THE
 AA6773'CENTERLINE OF JOY ROAD.
 AA6773
 AA6773                          STATION RECOVERY (2001)
 AA6773
 AA6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6773'RECOVERED IN GOOD CONDITION.
 AA6773
 AA6773                          STATION RECOVERY (2002)
 AA6773
 AA6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6773'RECOVERED IN GOOD CONDITION.
 AA6773
 AA6773                          STATION RECOVERY (2004)
 AA6773
 AA6773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6768 ***********************************************************************
 AA6768  DESIGNATION -  120 64
 AA6768  PID         -  AA6768
 AA6768  STATE/COUNTY-  MI/WAYNE
 AA6768  USGS QUAD   -  INKSTER (1983)
 AA6768
 AA6768                         *CURRENT SURVEY CONTROL
 AA6768  ___________________________________________________________________
 AA6768* NAD 83(1994)-  42 20 58.21831(N)    083 18 45.53084(W)     ADJUSTED  
 AA6768* NAVD 88     -       190.4    (meters)     625.     (feet)  GPS OBS   
 AA6768  ___________________________________________________________________
 AA6768  X           -     549,773.328 (meters)                     COMP
 AA6768  Y           -  -4,688,929.460 (meters)                     COMP
 AA6768  Z           -   4,274,479.932 (meters)                     COMP
 AA6768  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AA6768  ELLIP HEIGHT-         156.22  (meters)          (07/12/02) GPS OBS
 AA6768  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 AA6768
 AA6768  HORZ ORDER  -  FIRST
 AA6768  ELLP ORDER  -  FOURTH    CLASS I
 AA6768
 AA6768.The horizontal coordinates were established by GPS observations
 AA6768.and adjusted by the National Geodetic Survey in February 1997..
 AA6768
 AA6768.The orthometric height was determined by GPS observations and a
 AA6768.high-resolution geoid model.
 AA6768
 AA6768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6768
 AA6768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6768
 AA6768.The ellipsoidal height was determined by GPS observations
 AA6768.and is referenced to NAD 83.
 AA6768
 AA6768.The geoid height was determined by GEOID03.
 AA6768
 AA6768;                    North         East     Units Scale Factor Converg.
 AA6768;SPC MI S     -    94,904.865 4,086,840.217   MT  0.99995027   +0 43 02.2
 AA6768;SPC MI S     -   311,367.67 13,408,268.43   iFT  0.99995027   +0 43 02.2
 AA6768;UTM  17      - 4,691,172.969   309,518.806   MT  1.00004644   -1 33 30.2
 AA6768
 AA6768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6768!SPC MI S     -   0.99997550  x   0.99995027  =   0.99992577
 AA6768!UTM  17      -   0.99997550  x   1.00004644  =   1.00002194
 AA6768
 AA6768:                Primary Azimuth Mark                     Grid Az
 AA6768:SPC MI S     -  120 60                                   359 34 35.9
 AA6768:UTM  17      -  120 60                                   001 51 08.3
 AA6768
 AA6768|---------------------------------------------------------------------|
 AA6768| PID    Reference Object                     Distance      Geod. Az  |
 AA6768|                                                           dddmmss.s |
 AA6768| AA6773 120 60                              APPROX. 0.6 KM 0001738.1 |
 AA6768|---------------------------------------------------------------------|
 AA6768
 AA6768                          SUPERSEDED SURVEY CONTROL
 AA6768
 AA6768  ELLIP H (02/03/97)  156.27   (m)                       GP(       ) 4 1
 AA6768  NAD 83(1986)-  42 20 58.22300(N)    083 18 45.56017(W) AD(       ) 1
 AA6768
 AA6768.Superseded values are not recommended for survey control.
 AA6768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6768.See file dsdata.txt to determine how the superseded data were derived.
 AA6768
 AA6768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0951991173(NAD 83)
 AA6768_MARKER: DB = BENCH MARK DISK
 AA6768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6768_STAMPING: 120-64 1960
 AA6768_MARK LOGO: MI-163
 AA6768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6768+STABILITY: SURFACE MOTION
 AA6768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6768+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 AA6768
 AA6768  HISTORY     - Date     Condition        Report By
 AA6768  HISTORY     - 1960     MONUMENTED       MI-163
 AA6768  HISTORY     - 20050804 GOOD             USPSQD
 AA6768
 AA6768                          STATION DESCRIPTION
 AA6768
 AA6768'DESCRIBED BY WAYNE COUNTY MICHIGAN 1960
 AA6768'STATION IS A WAYNE COUNTY BENCHMARK LOCATED APPROXIMATELY 5 MILESNORTH
 AA6768'OF INKSTER, MICHIGAN ON INKSTER ROAD APPROXIMATELY 1/2 MILE NORTH OF
 AA6768'WARREN ROAD. TO REACH FROM THE INTERSECTION OF US-24 (TELEGRAPH ROAD)
 AA6768'AND JOY ROAD PROCEED 2.0 MILESWEST ON JOY ROAD TO INKSTER ROAD. THENCE
 AA6768'GO SOUTH 0.35 MILESON INKSTER ROAD TO THE BRIDGE OVER HINES DRIVE AND
 AA6768'THE MONUMENT AT THE NORTHWEST CORNER OF THE BRIDGE. THE STATION IS A
 AA6768'WAYNE COUNTY BENCHMARK BRASS CAP  SET IN A 6 INCH DIAMETER CONCRETE
 AA6768'MONUMENT. THE MONUMENT IS SET FLUSH WITH THE SURFACE OF THE SIDEWALK.
 AA6768'THE MONUMENT IS 1.5 FEETWEST OF THE FACE OF CURB AND AT THE NORTHWEST
 AA6768'CORNER OF THE BRIDGE.
 AA6768
 AA6768                          STATION RECOVERY (2005)
 AA6768
 AA6768'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA6768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0502 ***********************************************************************
 RL0502  DESIGNATION -  1200
 RL0502  PID         -  RL0502
 RL0502  STATE/COUNTY-  MI/HOUGHTON
 RL0502  USGS QUAD   -  DONKEN (1982)
 RL0502
 RL0502                         *CURRENT SURVEY CONTROL
 RL0502  ___________________________________________________________________
 RL0502* NAD 83(1986)-  46 52 57.     (N)    088 51 56.     (W)     SCALED    
 RL0502* NAVD 88     -       365.512  (meters)    1199.18   (feet)  ADJUSTED  
 RL0502  ___________________________________________________________________
 RL0502  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 RL0502  DYNAMIC HT  -         365.545 (meters)    1199.29  (feet)  COMP
 RL0502  MODELED GRAV-     980,694.0   (mgal)                       NAVD 88
 RL0502
 RL0502  VERT ORDER  -  FIRST     CLASS II
 RL0502
 RL0502.The horizontal coordinates were scaled from a topographic map and have
 RL0502.an estimated accuracy of +/- 6 seconds.
 RL0502
 RL0502.The orthometric height was determined by differential leveling
 RL0502.and adjusted by the National Geodetic Survey in June 1991..
 RL0502
 RL0502.The geoid height was determined by GEOID03.
 RL0502
 RL0502.The dynamic height is computed by dividing the NAVD 88
 RL0502.geopotential number by the normal gravity value computed on the
 RL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0502.degrees latitude (g = 980.6199 gals.).
 RL0502
 RL0502.The modeled gravity was interpolated from observed gravity values.
 RL0502
 RL0502;                    North         East    Units  Estimated Accuracy
 RL0502;SPC MI N     -   234,990.    7,857,820.      MT  (+/- 180 meters Scaled)
 RL0502
 RL0502                          SUPERSEDED SURVEY CONTROL
 RL0502
 RL0502  NGVD 29 (??/??/92)  365.502  (m)         1199.15   (f) ADJ UNCH    1 2
 RL0502
 RL0502.Superseded values are not recommended for survey control.
 RL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0502.See file dsdata.txt to determine how the superseded data were derived.
 RL0502
 RL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS578937(NAD 83)
 RL0502_MARKER: DD = SURVEY DISK
 RL0502_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL0502_SP_SET: BRIDGE ABUTMENT
 RL0502_STAMPING: 1200
 RL0502_MARK LOGO: USGS  
 RL0502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0502+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 RL0502
 RL0502  HISTORY     - Date     Condition        Report By
 RL0502  HISTORY     - UNK      MONUMENTED       USGS
 RL0502  HISTORY     - 1948     GOOD             NGS
 RL0502  HISTORY     - 19960715 GOOD             MIDT
 RL0502
 RL0502                          STATION DESCRIPTION
 RL0502
 RL0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0502'0.2 MI SW FROM LAKE ROLAND.
 RL0502'0.2 MILE SOUTHWEST ALONG THE COPPER RANGE RAILROAD FROM THE
 RL0502'STATION AT LAKE ROLAND, SET IN THE TOP OF THE NORTHWEST END
 RL0502'OF THE EAST WINGWALL AT THE NORTHEAST END OF A 47-FOOT CONCRETE
 RL0502'AND STEEL BRIDGE OVER MISERY RIVER, 4.9 FEET SOUTHEAST OF THE
 RL0502'SOUTHEAST RAIL, ABOUT 150 FEET NORTHWEST OF THE CENTER LINE OF
 RL0502'STATE HIGHWAY 26 AND ABOUT LEVEL WITH THE TRACK.
 RL0502
 RL0502                          STATION RECOVERY (1996)
 RL0502
 RL0502'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0502'STATION IS LOCATED ABOUT 0.3 KM (0.20 MI) SOUTHWEST ALONG AN ORV TRAIL
 RL0502'(OLD RR GRADE) FROM POHONON ROAD AT TWIN LAKES.  TO REACH FROM THE
 RL0502'JUNCTION OF STATE HIGHWAY M-26 AND LAKE EMILY/POHONEN ROAD AT TWIN
 RL0502'LAKES FOLLOW POHONEN ROAD WEST ABOUT 45 M (147.6 FT) TO A ORV TRAIL
 RL0502'CROSSING, TURN LEFT (SOUTHWEST) FOR 0.3 KM (0.20 MI) TO THE OLD BRIDGE
 RL0502'AND THE MARK ON THE LEFT.  STATION IS SET IN THE TOP OF THE NORTHWEST
 RL0502'END OF THE EAST WINGWALL AT THE NORTHEAST ABUTMENT OF THE OLD BRIDGE,
 RL0502'ABOUT 45.7 M (149.9 FT) NORTHWEST OF THE CENTERLINE OF M-26, ABOUT 2.3
 RL0502'M (7.5 FT) SOUTHEAST OF THE CENTERLINE OF THE ORV TRAIL AND ABOUT
 RL0502'LEVEL WITH THE TRAIL. NOTE-THE DISK SURFACE IS SLIGHTLY SCARRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0091 ***********************************************************************
 ME0091  DESIGNATION -  121 1/2
 ME0091  PID         -  ME0091
 ME0091  STATE/COUNTY-  MI/CASS
 ME0091  USGS QUAD   -  DOWAGIAC (1981)
 ME0091
 ME0091                         *CURRENT SURVEY CONTROL
 ME0091  ___________________________________________________________________
 ME0091* NAD 83(1986)-  41 53 21.     (N)    086 00 56.     (W)     SCALED    
 ME0091* NAVD 88     -       270.698  (meters)     888.12   (feet)  ADJUSTED  
 ME0091  ___________________________________________________________________
 ME0091  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME0091  DYNAMIC HT  -         270.601 (meters)     887.80  (feet)  COMP
 ME0091  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 ME0091
 ME0091  VERT ORDER  -  SECOND    CLASS 0
 ME0091
 ME0091.The horizontal coordinates were scaled from a topographic map and have
 ME0091.an estimated accuracy of +/- 6 seconds.
 ME0091
 ME0091.The orthometric height was determined by differential leveling
 ME0091.and adjusted by the National Geodetic Survey in June 1991..
 ME0091
 ME0091.The geoid height was determined by GEOID03.
 ME0091
 ME0091.The dynamic height is computed by dividing the NAVD 88
 ME0091.geopotential number by the normal gravity value computed on the
 ME0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0091.degrees latitude (g = 980.6199 gals.).
 ME0091
 ME0091.The modeled gravity was interpolated from observed gravity values.
 ME0091
 ME0091;                    North         East    Units  Estimated Accuracy
 ME0091;SPC MI S     -    44,570.    3,863,150.      MT  (+/- 180 meters Scaled)
 ME0091
 ME0091                          SUPERSEDED SURVEY CONTROL
 ME0091
 ME0091  NGVD 29 (??/??/92)  270.826  (m)          888.53   (f) ADJ UNCH    2 0
 ME0091
 ME0091.Superseded values are not recommended for survey control.
 ME0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0091.See file dsdata.txt to determine how the superseded data were derived.
 ME0091
 ME0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM816379(NAD 83)
 ME0091_MARKER: DD = SURVEY DISK
 ME0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0091_STAMPING: BM 121-1/2
 ME0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0091+STABILITY: SURFACE MOTION
 ME0091
 ME0091  HISTORY     - Date     Condition        Report By
 ME0091  HISTORY     - UNK      MONUMENTED       GTWRR
 ME0091  HISTORY     - 1934     GOOD             NGS
 ME0091  HISTORY     - 1977     MARK NOT FOUND   USGS
 ME0091
 ME0091                          STATION DESCRIPTION
 ME0091
 ME0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0091'1.3 MI SW FROM CASSOPOLIS.
 ME0091'1.3 MILES SOUTHWEST ALONG THE GRAND TRUNK RAILWAY FROM CASSOPOLIS,
 ME0091'CASS COUNTY, 52 FEET NORTHWEST OF THE WEST RAIL, IN LINE WITH
 ME0091'A ROW OF POWER POLES, 1 FOOT SOUTHEAST OF THE WEST RIGHT-OF-WAY
 ME0091'FENCE, AND ABOUT 4 FEET LOWER THAN THE TOP OF RAIL.  A GRAND
 ME0091'TRUNK RAILWAY STANDARD DISK, STAMPED BM 121-1/2 AND SET IN THE
 ME0091'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 ME0091
 ME0091                          STATION RECOVERY (1977)
 ME0091
 ME0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 ME0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0221 ***********************************************************************
 RJ0221  DESIGNATION -  121 USLS
 RJ0221  PID         -  RJ0221
 RJ0221  STATE/COUNTY-  MI/CHIPPEWA
 RJ0221  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0221
 RJ0221                         *CURRENT SURVEY CONTROL
 RJ0221  ___________________________________________________________________
 RJ0221* NAD 83(1986)-  46 25 10.     (N)    084 12 23.     (W)     SCALED    
 RJ0221* NAVD 88     -       187.725  (meters)     615.89   (feet)  ADJUSTED  
 RJ0221  ___________________________________________________________________
 RJ0221  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0221  DYNAMIC HT  -         187.736 (meters)     615.93  (feet)  COMP
 RJ0221  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RJ0221
 RJ0221  VERT ORDER  -  FIRST     CLASS 0
 RJ0221
 RJ0221.The horizontal coordinates were scaled from a topographic map and have
 RJ0221.an estimated accuracy of +/- 6 seconds.
 RJ0221
 RJ0221.The orthometric height was determined by differential leveling
 RJ0221.and adjusted by the National Geodetic Survey in June 1991..
 RJ0221
 RJ0221.The geoid height was determined by GEOID03.
 RJ0221
 RJ0221.The dynamic height is computed by dividing the NAVD 88
 RJ0221.geopotential number by the normal gravity value computed on the
 RJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0221.degrees latitude (g = 980.6199 gals.).
 RJ0221
 RJ0221.The modeled gravity was interpolated from observed gravity values.
 RJ0221
 RJ0221;                    North         East    Units  Estimated Accuracy
 RJ0221;SPC MI N     -   185,630.    8,214,700.      MT  (+/- 180 meters Scaled)
 RJ0221
 RJ0221                          SUPERSEDED SURVEY CONTROL
 RJ0221
 RJ0221.No superseded survey control is available for this station.
 RJ0221
 RJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS146444(NAD 83)
 RJ0221_MARKER: Z = SEE DESCRIPTION
 RJ0221_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0221+WITH SETTING: INTO GROUND
 RJ0221_MARK LOGO: USLS  
 RJ0221_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0221+STABILITY: SURFACE MOTION
 RJ0221_ROD/PIPE-DEPTH: 3.0  meters
 RJ0221
 RJ0221  HISTORY     - Date     Condition        Report By
 RJ0221  HISTORY     - 1969     MONUMENTED       USLS
 RJ0221  HISTORY     - 1969     GOOD             USLS
 RJ0221  HISTORY     - 1983     GOOD             NGS
 RJ0221
 RJ0221                          STATION DESCRIPTION
 RJ0221
 RJ0221'DESCRIBED BY US LAKE SURVEY 1969
 RJ0221'AT SUGAR ISLAND.
 RJ0221'121 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0221'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO
 RJ0221'1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO
 RJ0221'3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST TO T-INTERSECTION
 RJ0221'AND VICINITY OF MARK, 49 FEET EAST OF SOUTH-BOUND ROAD, 34 FEET
 RJ0221'SOUTH OF EAST BOUND ROAD, 7.6 FEET SOUTHWEST OF UTILITY POLE
 RJ0221'NO. SU 1-121, 6.9 FEET NORTHEAST OF UTILITY SUPPORT POLE,
 RJ0221'1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT ON
 RJ0221'TOP OF A 1-1/2-INCH IRON ROD, 10 FEET LONG.
 RJ0221
 RJ0221                          STATION RECOVERY (1983)
 RJ0221
 RJ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0221'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0221'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0221'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0221'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0221'AT A T JUNCTION, A 1 1/2 INCH IRON ROD, 14.9 METERS (49.0 FT) EAST OF
 RJ0221'THE APPROXIMATE CENTER OF HOMESTEAD ROAD, 10.4 METERS (34.0 FT) SOUTH
 RJ0221'OF THE APPROXIMATE CENTER OF 6 MILE ROAD, 2.3 METERS (7.6 FT)
 RJ0221'SOUTHWEST OF POWERLINE POLE NUMBER SU1-121, 2.1 METERS (6.9 FT)
 RJ0221'NORTHEAST OF A POWERLINE SUPPORT POLE, AND 1.2 METERS (4.0 FT) NORTH
 RJ0221'OF A POWERLINE POLE GUY ANCHOR.
 RJ0221'THE MARK IS 0.15 METERS  NE FROM A WITNESS POST.
 RJ0221'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3103 ***********************************************************************
 AB3103  DESIGNATION -  12102
 AB3103  PID         -  AB3103
 AB3103  STATE/COUNTY-  MI/BRANCH
 AB3103  USGS QUAD   -  BRONSON NORTH (1960)
 AB3103
 AB3103                         *CURRENT SURVEY CONTROL
 AB3103  ___________________________________________________________________
 AB3103* NAD 83(1994)-  41 56 28.63872(N)    085 14 06.15979(W)     ADJUSTED  
 AB3103* NAVD 88     -       282.1    (meters)     926.     (feet)  GPS OBS   
 AB3103  ___________________________________________________________________
 AB3103  X           -     394,702.941 (meters)                     COMP
 AB3103  Y           -  -4,735,123.195 (meters)                     COMP
 AB3103  Z           -   4,240,921.771 (meters)                     COMP
 AB3103  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AB3103  ELLIP HEIGHT-         248.96  (meters)          (07/12/02) GPS OBS
 AB3103  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AB3103
 AB3103  HORZ ORDER  -  FIRST
 AB3103  ELLP ORDER  -  FOURTH    CLASS I
 AB3103
 AB3103.The horizontal coordinates were established by GPS observations
 AB3103.and adjusted by the National Geodetic Survey in May 1996..
 AB3103
 AB3103.The orthometric height was determined by GPS observations and a
 AB3103.high-resolution geoid model.
 AB3103
 AB3103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3103
 AB3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3103
 AB3103.The ellipsoidal height was determined by GPS observations
 AB3103.and is referenced to NAD 83.
 AB3103
 AB3103.The geoid height was determined by GEOID03.
 AB3103
 AB3103;                    North         East     Units Scale Factor Converg.
 AB3103;SPC MI S     -    49,389.932 3,927,986.447   MT  1.00004135   -0 35 27.4
 AB3103;SPC MI S     -   162,040.46 12,887,094.64   iFT  1.00004135   -0 35 27.4
 AB3103;UTM  16      - 4,644,763.966   646,306.222   MT  0.99986340   +1 10 47.5
 AB3103
 AB3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3103!SPC MI S     -   0.99996095  x   1.00004135  =   1.00000230
 AB3103!UTM  16      -   0.99996095  x   0.99986340  =   0.99982436
 AB3103
 AB3103                          SUPERSEDED SURVEY CONTROL
 AB3103
 AB3103  ELLIP H (05/08/96)  248.98   (m)                       GP(       ) 1 1
 AB3103
 AB3103.Superseded values are not recommended for survey control.
 AB3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3103.See file dsdata.txt to determine how the superseded data were derived.
 AB3103
 AB3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4630644764(NAD 83)
 AB3103_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3103_STAMPING: 12102 1980
 AB3103_MARK LOGO: MIDT  
 AB3103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3103+STABILITY: SURFACE MOTION
 AB3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3103+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AB3103
 AB3103  HISTORY     - Date     Condition        Report By
 AB3103  HISTORY     - 1980     MONUMENTED       MIDT
 AB3103
 AB3103                          STATION DESCRIPTION
 AB3103
 AB3103'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3103'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE BRONSON NORTH
 AB3103'QUADRANGLE MAP IN THE NORTHWEST 1/4 OF SECTION 21, T-6-S, R-8-W,
 AB3103'MATTESON TOWNSHIP.  ABOUT 5.2 MI (8.4 KM) SOUTHEAST OF COLON, 4.0 MI
 AB3103'(6.4 KM) SOUTH OF SHERWOOD, 2.5 MI (4.0 KM) WEST OF MATTESON ON THE
 AB3103'SOUTH SIDE OF STATE HIGHWAY M-86 NEAR THE MATTESON TOWNSHIP HALL.  TO
 AB3103'REACH FROM THE INTERSECTION OF STATE STREET AND BLACKSTONE AVENUE
 AB3103'(WHERE STATE HIGHWAY M-86 RUNNING EAST AND WEST TURNS SOUTH) IN THE
 AB3103'CITY OF COLON GO SOUTHEAST ALONG STATE HIGHWAY M-86 FOR 5.2 MI (8.4
 AB3103'KM) TO STATION ON THE RIGHT AS DESCRIBED.  STATION IS 33.5 FT (10.2 M)
 AB3103'SOUTH FROM THE CENTER OF STATE HIGHWAY M-86, 38.5 FT (11.7 M) NORTH
 AB3103'FROM A 22-INCH ELM TREE, 63.7 FT (19.4 M) NORTHWEST FROM THE NORTHWEST
 AB3103'CORNER OF THE FOUNDATION OF MATTESON TOWNSHIP HALL, 26.0 FT (7.9 M)
 AB3103'WEST FROM THE CENTER OF A GRAVEL DRIVE (THE WESTERLY ENTRANCE TO
 AB3103'MATTESON TOWNSHIP HALL) , AND 9.1 FT (2.8 M) NORTHEAST FROM A METAL
 AB3103'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3101 ***********************************************************************
 AB3101  DESIGNATION -  12200
 AB3101  PID         -  AB3101
 AB3101  STATE/COUNTY-  MI/BRANCH
 AB3101  USGS QUAD   -  COLON (1961)
 AB3101
 AB3101                         *CURRENT SURVEY CONTROL
 AB3101  ___________________________________________________________________
 AB3101* NAD 83(1994)-  41 56 54.33365(N)    085 17 33.07540(W)     ADJUSTED  
 AB3101* NAVD 88     -       267.5    (meters)     878.     (feet)  GPS OBS   
 AB3101  ___________________________________________________________________
 AB3101  X           -     389,908.299 (meters)                     COMP
 AB3101  Y           -  -4,734,977.810 (meters)                     COMP
 AB3101  Z           -   4,241,501.699 (meters)                     COMP
 AB3101  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AB3101  ELLIP HEIGHT-         234.37  (meters)          (07/12/02) GPS OBS
 AB3101  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AB3101
 AB3101  HORZ ORDER  -  FIRST
 AB3101  ELLP ORDER  -  FOURTH    CLASS I
 AB3101
 AB3101.The horizontal coordinates were established by GPS observations
 AB3101.and adjusted by the National Geodetic Survey in May 1996..
 AB3101
 AB3101.The orthometric height was determined by GPS observations and a
 AB3101.high-resolution geoid model.
 AB3101
 AB3101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3101
 AB3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3101
 AB3101.The ellipsoidal height was determined by GPS observations
 AB3101.and is referenced to NAD 83.
 AB3101
 AB3101.The geoid height was determined by GEOID03.
 AB3101
 AB3101;                    North         East     Units Scale Factor Converg.
 AB3101;SPC MI S     -    50,233.481 3,923,228.887   MT  1.00003933   -0 37 48.3
 AB3101;SPC MI S     -   164,808.01 12,871,485.85   iFT  1.00003933   -0 37 48.3
 AB3101;UTM  16      - 4,645,459.932   641,525.749   MT  0.99984647   +1 08 29.7
 AB3101
 AB3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3101!SPC MI S     -   0.99996324  x   1.00003933  =   1.00000257
 AB3101!UTM  16      -   0.99996324  x   0.99984647  =   0.99980972
 AB3101
 AB3101                          SUPERSEDED SURVEY CONTROL
 AB3101
 AB3101  ELLIP H (05/08/96)  234.39   (m)                       GP(       ) 1 1
 AB3101
 AB3101.Superseded values are not recommended for survey control.
 AB3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3101.See file dsdata.txt to determine how the superseded data were derived.
 AB3101
 AB3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4152645460(NAD 83)
 AB3101_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3101_STAMPING: 12200 1994
 AB3101_MARK LOGO: MIDT  
 AB3101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3101+STABILITY: SURFACE MOTION
 AB3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3101+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3101
 AB3101  HISTORY     - Date     Condition        Report By
 AB3101  HISTORY     - 1994     MONUMENTED       MIDT
 AB3101
 AB3101                          STATION DESCRIPTION
 AB3101
 AB3101'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3101'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE COLON QUADRANGLE MAP
 AB3101'IN THE SOUTHWEST 1/4 OF SECTION 18, T-6-S, R-8-W, MATTESON TOWNSHIP.
 AB3101'ABOUT 1.8 MI (2.9 KM) EAST OF COLON, 3.5 MI (5.6 KM) SOUTHWEST OF
 AB3101'SHERWOOD, 6.0 MI (9.7 KM) NORTHWEST OF BRONSON ON THE NORTH SIDE OF
 AB3101'STATE HIGHWAY M-86 JUST EAST OF KANE ROAD.  TO REACH FROM THE
 AB3101'INTERSECTION OF STATE STREET AND BLACKSTONE AVENUE (WHERE STATE
 AB3101'HIGHWAY M-86 RUNNING EAST AND WEST TURNS SOUTH) IN THE CITY OF COLON
 AB3101'GO EAST ALONG STATE HIGHWAY M-86 FOR 1.8 MI (2.9 KM) TO THE STATION ON
 AB3101'THE LEFT AS DESCRIBED.  STATION IS APPROXIMATELY 30.0 FT (9.1 M) NORTH
 AB3101'OF STATE HIGHWAY M-86 JUST EAST OF KANE ROAD.  STATION IS 61.0 FT
 AB3101'(18.6 M) SOUTHEAST FROM A (GTE) TELEPHONE POLE, 35.0 FT (10.7 M)
 AB3101'NORTHWEST FROM A STEEL SIGN POST, 5.0 FT (1.5 M) SOUTH OF AN EAST-WEST
 AB3101'FENCE, 30 FT (9.1 M) NORTH FROM THE CENTER OF STATE HIGHWAY M-86 AND
 AB3101'5.0 FT (1.5 M) SOUTH OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3102 ***********************************************************************
 AB3102  DESIGNATION -  12201
 AB3102  PID         -  AB3102
 AB3102  STATE/COUNTY-  MI/BRANCH
 AB3102  USGS QUAD   -  COLON (1961)
 AB3102
 AB3102                         *CURRENT SURVEY CONTROL
 AB3102  ___________________________________________________________________
 AB3102* NAD 83(1994)-  41 56 29.05125(N)    085 16 33.40711(W)     ADJUSTED  
 AB3102* NAVD 88     -       268.6    (meters)     881.     (feet)  GPS OBS   
 AB3102  ___________________________________________________________________
 AB3102  X           -     391,321.026 (meters)                     COMP
 AB3102  Y           -  -4,735,385.264 (meters)                     COMP
 AB3102  Z           -   4,240,922.209 (meters)                     COMP
 AB3102  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AB3102  ELLIP HEIGHT-         235.45  (meters)          (07/12/02) GPS OBS
 AB3102  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AB3102
 AB3102  HORZ ORDER  -  FIRST
 AB3102  ELLP ORDER  -  FOURTH    CLASS I
 AB3102
 AB3102.The horizontal coordinates were established by GPS observations
 AB3102.and adjusted by the National Geodetic Survey in May 1996..
 AB3102
 AB3102.The orthometric height was determined by GPS observations and a
 AB3102.high-resolution geoid model.
 AB3102
 AB3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3102
 AB3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3102
 AB3102.The ellipsoidal height was determined by GPS observations
 AB3102.and is referenced to NAD 83.
 AB3102
 AB3102.The geoid height was determined by GEOID03.
 AB3102
 AB3102;                    North         East     Units Scale Factor Converg.
 AB3102;SPC MI S     -    49,438.469 3,924,594.755   MT  1.00004132   -0 37 07.6
 AB3102;SPC MI S     -   162,199.70 12,875,967.04   iFT  1.00004132   -0 37 07.6
 AB3102;UTM  16      - 4,644,707.667   642,915.275   MT  0.99985133   +1 09 09.0
 AB3102
 AB3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3102!SPC MI S     -   0.99996307  x   1.00004132  =   1.00000439
 AB3102!UTM  16      -   0.99996307  x   0.99985133  =   0.99981441
 AB3102
 AB3102                          SUPERSEDED SURVEY CONTROL
 AB3102
 AB3102  ELLIP H (05/08/96)  235.47   (m)                       GP(       ) 1 1
 AB3102
 AB3102.Superseded values are not recommended for survey control.
 AB3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3102.See file dsdata.txt to determine how the superseded data were derived.
 AB3102
 AB3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4291544708(NAD 83)
 AB3102_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3102_STAMPING: 12201 1994
 AB3102_MARK LOGO: MIDT  
 AB3102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3102+STABILITY: SURFACE MOTION
 AB3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3102+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3102
 AB3102  HISTORY     - Date     Condition        Report By
 AB3102  HISTORY     - 1994     MONUMENTED       MIDT
 AB3102
 AB3102                          STATION DESCRIPTION
 AB3102
 AB3102'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3102'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE COLON QUADRANGLE MAP
 AB3102'IN THE NORTHEAST 1/4 OF SECTION 19, T-6-S, R-8-W, MATTESON TOWNSHIP.
 AB3102'ABOUT 2.8 MI (4.5 KM) EAST OF COLON, 15.0 MI (24.1 KM) WEST OF
 AB3102'COLDWATER, 6.0 MI (9.7 KM) NORTHWEST OF BRONSON ON THE SOUTH SIDE OF
 AB3102'STATE HIGHWAY M-86 WHERE THE HIGHWAY TURNS NORTHWEST.  TO REACH FROM
 AB3102'THE INTERSECTION OF STATE STREET AND BLACKSTONE AVENUE (WHERE STATE
 AB3102'HIGHWAY M-86 RUNNING EAST AND WEST TURNS SOUTH) GO SOUTHEAST ALONG
 AB3102'STATE HIGHWAY M-86 FOR 2.8 MI (4.5 KM) TO THE STATION ON THE RIGHT AS
 AB3102'DESCRIBED.  STATION IS 20.0 FT (6.1 M) SOUTHWEST FROM A STEEL SIGN
 AB3102'POST, 85.0 FT (25.9 M) SOUTHEAST FROM A STEEL SIGN POST, 35.5 FT (10.8
 AB3102'M) SOUTH OF THE CENTER OF STATE HIGHWAY M-86, 81.9 FT (25.0 M) WEST
 AB3102'FROM A STEEL SIGN POST (ARROW SIGN) AND 3.0 FT (0.9 M) NORTH FROM A
 AB3102'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0811 ***********************************************************************
 RL0811  DESIGNATION -  1222.5 USGS
 RL0811  PID         -  RL0811
 RL0811  STATE/COUNTY-  MI/ONTONAGON
 RL0811  USGS QUAD   -  
 RL0811
 RL0811                         *CURRENT SURVEY CONTROL
 RL0811  ___________________________________________________________________
 RL0811* NAD 83(1986)-  46 43 43.     (N)    089 10 28.     (W)     SCALED    
 RL0811* NAVD 88     -       372.671  (meters)    1222.67   (feet)  ADJUSTED  
 RL0811  ___________________________________________________________________
 RL0811  GEOID HEIGHT-         -31.80  (meters)                     GEOID03
 RL0811  DYNAMIC HT  -         372.708 (meters)    1222.79  (feet)  COMP
 RL0811  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 RL0811
 RL0811  VERT ORDER  -  SECOND    CLASS 0
 RL0811
 RL0811.The horizontal coordinates were scaled from a topographic map and have
 RL0811.an estimated accuracy of +/- 6 seconds.
 RL0811
 RL0811.The orthometric height was determined by differential leveling
 RL0811.and adjusted by the National Geodetic Survey in June 1991..
 RL0811
 RL0811.The geoid height was determined by GEOID03.
 RL0811
 RL0811.The dynamic height is computed by dividing the NAVD 88
 RL0811.geopotential number by the normal gravity value computed on the
 RL0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0811.degrees latitude (g = 980.6199 gals.).
 RL0811
 RL0811.The modeled gravity was interpolated from observed gravity values.
 RL0811
 RL0811;                    North         East    Units  Estimated Accuracy
 RL0811;SPC MI N     -   218,490.    7,833,820.      MT  (+/- 180 meters Scaled)
 RL0811
 RL0811                          SUPERSEDED SURVEY CONTROL
 RL0811
 RL0811  NGVD 29 (??/??/92)  372.685  (m)         1222.72   (f) ADJ UNCH    2 0
 RL0811
 RL0811.Superseded values are not recommended for survey control.
 RL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0811.See file dsdata.txt to determine how the superseded data were derived.
 RL0811
 RL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS338773(NAD 83)
 RL0811_MARKER: N = NAIL
 RL0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0811_SP_SET: PINE TREE
 RL0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0811
 RL0811  HISTORY     - Date     Condition        Report By
 RL0811  HISTORY     - UNK      MONUMENTED       USGS
 RL0811  HISTORY     - 1948     GOOD             NGS
 RL0811  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0811  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0811  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0811
 RL0811                          STATION DESCRIPTION
 RL0811
 RL0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0811'0.6 MI SE FROM ROCKLAND.
 RL0811'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE SCHOOL
 RL0811'AT ROCKLAND, AT THE SOUTH END OF A CLEARING ON THE SOUTH SIDE
 RL0811'OF HIGHWAY, 165 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0811'12 FEET WEST OF THE PROLONGED CENTER LINE OF A ROAD NORTH ALONG
 RL0811'THE WEST SIDE OF A SMALL LAKE, AND SET ON THE KNOT ON THE EAST
 RL0811'SIDE OF A 12-INCH PINE TREE AT THE SOUTH END OF CLEARING AND
 RL0811'ABOUT 2 FEET ABOVE THE GROUND.
 RL0811
 RL0811                          STATION RECOVERY (1987)
 RL0811
 RL0811'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0811'MARK NOT FOUND.
 RL0811
 RL0811                          STATION RECOVERY (1996)
 RL0811
 RL0811'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0811'MARK NOT FOUND.
 RL0811
 RL0811                          STATION RECOVERY (2001)
 RL0811
 RL0811'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0811'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0826 ***********************************************************************
 RL0826  DESIGNATION -  1227.1
 RL0826  PID         -  RL0826
 RL0826  STATE/COUNTY-  MI/ONTONAGON
 RL0826  USGS QUAD   -  
 RL0826
 RL0826                         *CURRENT SURVEY CONTROL
 RL0826  ___________________________________________________________________
 RL0826* NAD 83(1986)-  46 35 05.     (N)    089 23 44.     (W)     SCALED    
 RL0826* NAVD 88     -       374.099  (meters)    1227.36   (feet)  ADJUSTED  
 RL0826  ___________________________________________________________________
 RL0826  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RL0826  DYNAMIC HT  -         374.115 (meters)    1227.41  (feet)  COMP
 RL0826  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 RL0826
 RL0826  VERT ORDER  -  SECOND    CLASS 0
 RL0826
 RL0826.The horizontal coordinates were scaled from a topographic map and have
 RL0826.an estimated accuracy of +/- 6 seconds.
 RL0826
 RL0826.The orthometric height was determined by differential leveling
 RL0826.and adjusted by the National Geodetic Survey in June 1991..
 RL0826
 RL0826.The geoid height was determined by GEOID03.
 RL0826
 RL0826.The dynamic height is computed by dividing the NAVD 88
 RL0826.geopotential number by the normal gravity value computed on the
 RL0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0826.degrees latitude (g = 980.6199 gals.).
 RL0826
 RL0826.The modeled gravity was interpolated from observed gravity values.
 RL0826
 RL0826;                    North         East    Units  Estimated Accuracy
 RL0826;SPC MI N     -   202,990.    7,816,440.      MT  (+/- 180 meters Scaled)
 RL0826
 RL0826                          SUPERSEDED SURVEY CONTROL
 RL0826
 RL0826  NGVD 29 (??/??/92)  374.085  (m)         1227.31   (f) ADJ UNCH    2 0
 RL0826
 RL0826.Superseded values are not recommended for survey control.
 RL0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0826.See file dsdata.txt to determine how the superseded data were derived.
 RL0826
 RL0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS164618(NAD 83)
 RL0826_MARKER: Z = SEE DESCRIPTION
 RL0826_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0826_SP_SET: CULVERT
 RL0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0826
 RL0826  HISTORY     - Date     Condition        Report By
 RL0826  HISTORY     - UNK      MONUMENTED       USGS
 RL0826  HISTORY     - 1948     GOOD             NGS
 RL0826  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0826  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0826  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0826
 RL0826                          STATION DESCRIPTION
 RL0826
 RL0826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0826'2 MI N FROM MATCHWOOD.
 RL0826'ABOUT 2.0 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0826'OF STATE HIGHWAY 28 AT MATCHWOOD, AT THE JUNCTION OF A SIDE
 RL0826'ROADEAST, A PAINTED SQUARE ON THE TOP OF THE NORTH END OF A
 RL0826'12-INCH METAL PIPE CULVERT UNDER SIDE ROAD, 11 FEET NORTH OF
 RL0826'THE CENTER LINE OF THE SIDE ROAD, 17 FEET EAST OF THE CENTER
 RL0826'LINE OF THE ROAD, 15 FEET SOUTH OF A TELEPHONE POLE, ABOUT
 RL0826'LEVEL WITH THE ROAD.
 RL0826
 RL0826                          STATION RECOVERY (1996)
 RL0826
 RL0826'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0826'MARK NOT FOUND.
 RL0826
 RL0826                          STATION RECOVERY (2001)
 RL0826
 RL0826'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0826'PIPE CULVERT GONE.
 RL0826
 RL0826                          STATION RECOVERY (2004)
 RL0826
 RL0826'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0018 ***********************************************************************
 SG0018  DESIGNATION -  1228.85
 SG0018  PID         -  SG0018
 SG0018  STATE/COUNTY-  MI/HOUGHTON
 SG0018  USGS QUAD   -  LAURIUM (1975)
 SG0018
 SG0018                         *CURRENT SURVEY CONTROL
 SG0018  ___________________________________________________________________
 SG0018* NAD 83(1986)-  47 14 54.     (N)    088 26 50.     (W)     SCALED    
 SG0018* NAVD 88     -       373.229  (meters)    1224.50   (feet)  ADJUSTED  
 SG0018  ___________________________________________________________________
 SG0018  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 SG0018  DYNAMIC HT  -         373.280 (meters)    1224.67  (feet)  COMP
 SG0018  MODELED GRAV-     980,736.6   (mgal)                       NAVD 88
 SG0018
 SG0018  VERT ORDER  -  FIRST     CLASS II
 SG0018
 SG0018.The horizontal coordinates were scaled from a topographic map and have
 SG0018.an estimated accuracy of +/- 6 seconds.
 SG0018
 SG0018.The orthometric height was determined by differential leveling
 SG0018.and adjusted by the National Geodetic Survey in June 1991..
 SG0018
 SG0018.The geoid height was determined by GEOID03.
 SG0018
 SG0018.The dynamic height is computed by dividing the NAVD 88
 SG0018.geopotential number by the normal gravity value computed on the
 SG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0018.degrees latitude (g = 980.6199 gals.).
 SG0018
 SG0018.The modeled gravity was interpolated from observed gravity values.
 SG0018
 SG0018;                    North         East    Units  Estimated Accuracy
 SG0018;SPC MI N     -   274,990.    7,890,440.      MT  (+/- 180 meters Scaled)
 SG0018
 SG0018                          SUPERSEDED SURVEY CONTROL
 SG0018
 SG0018  NGVD 29 (??/??/92)  373.225  (m)         1224.49   (f) ADJ UNCH    1 2
 SG0018
 SG0018.Superseded values are not recommended for survey control.
 SG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0018.See file dsdata.txt to determine how the superseded data were derived.
 SG0018
 SG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT904337(NAD 83)
 SG0018_MARKER: T = CHISELED TRIANGLE
 SG0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0018_SP_SET: FIRE PLUG
 SG0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0018
 SG0018  HISTORY     - Date     Condition        Report By
 SG0018  HISTORY     - UNK      MONUMENTED       USGS
 SG0018  HISTORY     - 1934     GOOD             NGS
 SG0018  HISTORY     - 20031005 MARK NOT FOUND   GEOCAC
 SG0018
 SG0018                          STATION DESCRIPTION
 SG0018
 SG0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0018'AT CALUMET.
 SG0018'AT CALUMET, HOUGHTON COUNTY, AT THE SOUTHEAST CORNER OF THE
 SG0018'JUNCTION OF CALUMET AND MINE STREETS, ON A 3/4-INCH NUT IN THE
 SG0018'WEST FACE OF A FIRE PLUT, AND 1 FOOT FROM THE GROUND.  A CHISELED
 SG0018'TRIANGLE.
 SG0018
 SG0018                          STATION RECOVERY (2003)
 SG0018
 SG0018'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0018'THE INTERSECTION MENTIONED IN THE DESCRIPTION DOES NOT EXIST. CALUMET
 SG0018'ST DOES NOT EXIST BUT CALUMET AVE (IS US-41) DOES, IT PARALLELS MINE
 SG0018'STREET AND THEY NEVER INTERSECT.
 SG0018'THE SCALED POSITION (LAT AND LON) PLACES MARK AT THE INTERSECTION OF
 SG0018'ELM ST AND WATERWORKS ST, SOME DISTANCE (500 FT+) FROM MINE ST. A
 SG0018'HYDRANT WAS FOUND IN THE SE CORNER BUT IS HEAVILY PAINTED, NO CHISELED
 SG0018'TRIANGLE WAS OBSERVED.
 SG0018'LOCATION UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0021 ***********************************************************************
 SG0021  DESIGNATION -  1236.58
 SG0021  PID         -  SG0021
 SG0021  STATE/COUNTY-  MI/HOUGHTON
 SG0021  USGS QUAD   -  LAURIUM (1975)
 SG0021
 SG0021                         *CURRENT SURVEY CONTROL
 SG0021  ___________________________________________________________________
 SG0021* NAD 83(1986)-  47 14 44.     (N)    088 27 29.     (W)     SCALED    
 SG0021* NAVD 88     -       376.377  (meters)    1234.83   (feet)  ADJUSTED  
 SG0021  ___________________________________________________________________
 SG0021  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 SG0021  DYNAMIC HT  -         376.429 (meters)    1235.00  (feet)  COMP
 SG0021  MODELED GRAV-     980,737.8   (mgal)                       NAVD 88
 SG0021
 SG0021  VERT ORDER  -  FIRST     CLASS II
 SG0021
 SG0021.The horizontal coordinates were scaled from a topographic map and have
 SG0021.an estimated accuracy of +/- 6 seconds.
 SG0021
 SG0021.The orthometric height was determined by differential leveling
 SG0021.and adjusted by the National Geodetic Survey in June 1991..
 SG0021
 SG0021.The geoid height was determined by GEOID03.
 SG0021
 SG0021.The dynamic height is computed by dividing the NAVD 88
 SG0021.geopotential number by the normal gravity value computed on the
 SG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0021.degrees latitude (g = 980.6199 gals.).
 SG0021
 SG0021.The modeled gravity was interpolated from observed gravity values.
 SG0021
 SG0021;                    North         East    Units  Estimated Accuracy
 SG0021;SPC MI N     -   274,690.    7,889,620.      MT  (+/- 180 meters Scaled)
 SG0021
 SG0021                          SUPERSEDED SURVEY CONTROL
 SG0021
 SG0021  NGVD 29 (??/??/92)  376.373  (m)         1234.82   (f) ADJ UNCH    1 2
 SG0021
 SG0021.Superseded values are not recommended for survey control.
 SG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0021.See file dsdata.txt to determine how the superseded data were derived.
 SG0021
 SG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT896334(NAD 83)
 SG0021_MARKER: Q = CHISELED SQUARE
 SG0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0021_SP_SET: SILL
 SG0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0021
 SG0021  HISTORY     - Date     Condition        Report By
 SG0021  HISTORY     - UNK      MONUMENTED       USGS
 SG0021  HISTORY     - 1934     GOOD             NGS
 SG0021  HISTORY     - 20030926 MARK NOT FOUND   GEOCAC
 SG0021
 SG0021                          STATION DESCRIPTION
 SG0021
 SG0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0021'AT CALUMET.
 SG0021'AT CALUMET, HOUGHTON COUNTY, AT THE SOUTHEAST CORNER OF A ROAD
 SG0021'AND RAILROAD CROSSING, DIAGONALLY OPPOSITE A LARGE CHURCH IN THE
 SG0021'EAST FRONT OF AN OLD BROWN STONE ENGINE HOUSE OF THE CALUMET
 SG0021'AND HECLA MINING CO., AND AT THE SOUTH EDGE OF THE SILL OF THE
 SG0021'LOWEST NORTH WINDOW.  A CHISELED SQUARE.
 SG0021
 SG0021                          STATION RECOVERY (2003)
 SG0021
 SG0021'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0021'FOUND THE CHURCH WITH DGPS (WAAS) USING THE SCALED POSITION.  THE
 SG0021'HISTORIC SANDSTONE CHURCH IS LOCATED ON PORTLAND ST. (WHICH INTESECTS
 SG0021'WITH BR-41), IS NOT ACTIVE ANYMORE. ITS TWIN STEEPLES ARE PROMINENT IN
 SG0021'THE CALUMET SKYLINE.
 SG0021'THE CALUMET AND HECLA ENGINE HOUSE ALONG WITH THE RAILROAD HAVE BEEN
 SG0021'RAZED MANY YEARS AGO.  NO TRACE OF THE BUILDING EXISTS TODAY, ALSO NO
 SG0021'OTHER CHURCH FITS THE 1934 DESCRIPTION BEING NEAR THE RR.  THE MARK IS
 SG0021'DESTROYED.
 SG0021'NOTE--THE OLD RR GRADE IS NOW A ATV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0770 ***********************************************************************
 RL0770  DESIGNATION -  1239.0
 RL0770  PID         -  RL0770
 RL0770  STATE/COUNTY-  MI/ONTONAGON
 RL0770  USGS QUAD   -  
 RL0770
 RL0770                         *CURRENT SURVEY CONTROL
 RL0770  ___________________________________________________________________
 RL0770* NAD 83(1986)-  46 33 01.     (N)    089 00 43.     (W)     SCALED    
 RL0770* NAVD 88     -       377.696  (meters)    1239.16   (feet)  ADJUSTED  
 RL0770  ___________________________________________________________________
 RL0770  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 RL0770  DYNAMIC HT  -         377.708 (meters)    1239.20  (feet)  COMP
 RL0770  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RL0770
 RL0770  VERT ORDER  -  SECOND    CLASS 0
 RL0770
 RL0770.The horizontal coordinates were scaled from a topographic map and have
 RL0770.an estimated accuracy of +/- 6 seconds.
 RL0770
 RL0770.The orthometric height was determined by differential leveling
 RL0770.and adjusted by the National Geodetic Survey in June 1991..
 RL0770
 RL0770.The geoid height was determined by GEOID03.
 RL0770
 RL0770.The dynamic height is computed by dividing the NAVD 88
 RL0770.geopotential number by the normal gravity value computed on the
 RL0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0770.degrees latitude (g = 980.6199 gals.).
 RL0770
 RL0770.The modeled gravity was interpolated from observed gravity values.
 RL0770
 RL0770;                    North         East    Units  Estimated Accuracy
 RL0770;SPC MI N     -   198,340.    7,845,730.      MT  (+/- 180 meters Scaled)
 RL0770
 RL0770                          SUPERSEDED SURVEY CONTROL
 RL0770
 RL0770  NGVD 29 (??/??/92)  377.711  (m)         1239.21   (f) ADJ UNCH    2 0
 RL0770
 RL0770.Superseded values are not recommended for survey control.
 RL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0770.See file dsdata.txt to determine how the superseded data were derived.
 RL0770
 RL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457571(NAD 83)
 RL0770_MARKER: S = SPIKE
 RL0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0770_SP_SET: MAPLE TREE
 RL0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0770
 RL0770  HISTORY     - Date     Condition        Report By
 RL0770  HISTORY     - UNK      MONUMENTED       USGS
 RL0770  HISTORY     - 1948     GOOD             NGS
 RL0770  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0770  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0770
 RL0770                          STATION DESCRIPTION
 RL0770
 RL0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0770'4.7 MI N FROM TROUT CREEK.
 RL0770'ABOUT 4.7 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0770'OFFICE AT TROUT CREEK, AT THE JUNCTION OF A ROAD EAST TO EAST
 RL0770'BRANCH ON ONTONAGON RIVER, SET IN THE EAST ROOT OF A 14-INCH
 RL0770'MAPLE TREE, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 54 FEET
 RL0770'NORTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 8 FEET
 RL0770'NORTH OF USC AND GS B.M. G 138 AND ABOUT LEVEL WITH THE ROAD.
 RL0770
 RL0770                          STATION RECOVERY (2001)
 RL0770
 RL0770'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0770'MARK NOT FOUND.
 RL0770
 RL0770                          STATION RECOVERY (2004)
 RL0770
 RL0770'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0020 ***********************************************************************
 SG0020  DESIGNATION -  1241
 SG0020  PID         -  SG0020
 SG0020  STATE/COUNTY-  MI/HOUGHTON
 SG0020  USGS QUAD   -  LAURIUM (1975)
 SG0020
 SG0020                         *CURRENT SURVEY CONTROL
 SG0020  ___________________________________________________________________
 SG0020* NAD 83(1986)-  47 14 36.     (N)    088 26 57.     (W)     SCALED    
 SG0020* NAVD 88     -       377.857  (meters)    1239.69   (feet)  ADJUSTED  
 SG0020  ___________________________________________________________________
 SG0020  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 SG0020  DYNAMIC HT  -         377.908 (meters)    1239.85  (feet)  COMP
 SG0020  MODELED GRAV-     980,734.7   (mgal)                       NAVD 88
 SG0020
 SG0020  VERT ORDER  -  FIRST     CLASS II
 SG0020
 SG0020.The horizontal coordinates were scaled from a topographic map and have
 SG0020.an estimated accuracy of +/- 6 seconds.
 SG0020
 SG0020.The orthometric height was determined by differential leveling
 SG0020.and adjusted by the National Geodetic Survey in June 1991..
 SG0020
 SG0020.The geoid height was determined by GEOID03.
 SG0020
 SG0020.The dynamic height is computed by dividing the NAVD 88
 SG0020.geopotential number by the normal gravity value computed on the
 SG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0020.degrees latitude (g = 980.6199 gals.).
 SG0020
 SG0020.The modeled gravity was interpolated from observed gravity values.
 SG0020
 SG0020;                    North         East    Units  Estimated Accuracy
 SG0020;SPC MI N     -   274,430.    7,890,290.      MT  (+/- 180 meters Scaled)
 SG0020
 SG0020                          SUPERSEDED SURVEY CONTROL
 SG0020
 SG0020  NGVD 29 (??/??/92)  377.852  (m)         1239.67   (f) ADJ UNCH    1 2
 SG0020
 SG0020.Superseded values are not recommended for survey control.
 SG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0020.See file dsdata.txt to determine how the superseded data were derived.
 SG0020
 SG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT903332(NAD 83)
 SG0020_MARKER: P = PIPE CAP
 SG0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0020_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SG0020_STAMPING: 1241
 SG0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0020
 SG0020  HISTORY     - Date     Condition        Report By
 SG0020  HISTORY     - UNK      MONUMENTED       USGS
 SG0020  HISTORY     - 1934     GOOD             NGS
 SG0020  HISTORY     - 1962     POOR             USGS
 SG0020  HISTORY     - 20040824 MARK NOT FOUND   GEOCAC
 SG0020
 SG0020                          STATION DESCRIPTION
 SG0020
 SG0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0020'AT CALUMET.
 SG0020'AT CALUMET, HOUGHTON COUNTY, IN THE YARD OF THE CALUMET AND
 SG0020'HECLA COPPER MINING CO., AT THE SOUTHWEST CORNER OF THE EMPLOYMENT
 SG0020'AND CLAIM OFFICE BUILDING, AND 60 FEET NORTH OF THE NORTHWEST
 SG0020'CORNER OF THE PRESIDENTS LODGE.  A UNITED STATES GEOLOGICAL
 SG0020'SURVEY STANDARD CAP, STAMPED 1241 AND RIVETED ON THE TOP OF A
 SG0020'3-1/2 INCH IRON PIPE.
 SG0020
 SG0020                          STATION RECOVERY (1962)
 SG0020
 SG0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 SG0020'MARK RECOVERED IN POOR CONDITION.
 SG0020
 SG0020                          STATION RECOVERY (2004)
 SG0020
 SG0020'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0378 ***********************************************************************
 NF0378  DESIGNATION -  126 1/2
 NF0378  PID         -  NF0378
 NF0378  STATE/COUNTY-  MI/IONIA
 NF0378  USGS QUAD   -  IONIA (1978)
 NF0378
 NF0378                         *CURRENT SURVEY CONTROL
 NF0378  ___________________________________________________________________
 NF0378* NAD 83(1986)-  42 57 54.     (N)    085 06 16.     (W)     SCALED    
 NF0378* NAVD 88     -       196.129  (meters)     643.47   (feet)  ADJUSTED  
 NF0378  ___________________________________________________________________
 NF0378  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0378  DYNAMIC HT  -         196.077 (meters)     643.30  (feet)  COMP
 NF0378  MODELED GRAV-     980,353.5   (mgal)                       NAVD 88
 NF0378
 NF0378  VERT ORDER  -  SECOND    CLASS 0
 NF0378
 NF0378.The horizontal coordinates were scaled from a topographic map and have
 NF0378.an estimated accuracy of +/- 6 seconds.
 NF0378
 NF0378.The orthometric height was determined by differential leveling
 NF0378.and adjusted by the National Geodetic Survey in June 1991..
 NF0378
 NF0378.The geoid height was determined by GEOID03.
 NF0378
 NF0378.The dynamic height is computed by dividing the NAVD 88
 NF0378.geopotential number by the normal gravity value computed on the
 NF0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0378.degrees latitude (g = 980.6199 gals.).
 NF0378
 NF0378.The modeled gravity was interpolated from observed gravity values.
 NF0378
 NF0378;                    North         East    Units  Estimated Accuracy
 NF0378;SPC MI S     -   162,990.    3,939,810.      MT  (+/- 180 meters Scaled)
 NF0378
 NF0378                          SUPERSEDED SURVEY CONTROL
 NF0378
 NF0378  NGVD 29 (??/??/92)  196.263  (m)          643.91   (f) ADJ UNCH    2 0
 NF0378
 NF0378.Superseded values are not recommended for survey control.
 NF0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0378.See file dsdata.txt to determine how the superseded data were derived.
 NF0378
 NF0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN545586(NAD 83)
 NF0378_MARKER: Z = SEE DESCRIPTION
 NF0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0378_STAMPING: BM 126 1/2
 NF0378_PROJECTION: FLUSH
 NF0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0378+STABILITY: SURFACE MOTION
 NF0378
 NF0378  HISTORY     - Date     Condition        Report By
 NF0378  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0378  HISTORY     - 1934     GOOD             NGS
 NF0378  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0378  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0378
 NF0378                          STATION DESCRIPTION
 NF0378
 NF0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0378'2.5 MI W FROM IONIA.
 NF0378'2.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0378'STATION AT IONIA, IONIA COUNTY, 0.1 MILE WEST OF BRIDGE 126.56,
 NF0378'AT THE INSIDE OF A CURVE, 7 FEET NORTH OF THE NORTH RAIL, AND
 NF0378'8 INCHES LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED
 NF0378'B.M. 126 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0378
 NF0378                          STATION RECOVERY (1975)
 NF0378
 NF0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0378'MARK NOT FOUND.
 NF0378
 NF0378                          STATION RECOVERY (1992)
 NF0378
 NF0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0378'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1359 ***********************************************************************
 RL1359  DESIGNATION -  1266.4
 RL1359  PID         -  RL1359
 RL1359  STATE/COUNTY-  MI/ONTONAGON
 RL1359  USGS QUAD   -  BERGLAND NE (1975)
 RL1359
 RL1359                         *CURRENT SURVEY CONTROL
 RL1359  ___________________________________________________________________
 RL1359* NAD 83(1986)-  46 38 09.     (N)    089 33 08.     (W)     SCALED    
 RL1359* NAVD 88     -       386.070  (meters)    1266.63   (feet)  ADJUSTED  
 RL1359  ___________________________________________________________________
 RL1359  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 RL1359  DYNAMIC HT  -         386.103 (meters)    1266.74  (feet)  COMP
 RL1359  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 RL1359
 RL1359  VERT ORDER  -  SECOND    CLASS 0
 RL1359
 RL1359.The horizontal coordinates were scaled from a topographic map and have
 RL1359.an estimated accuracy of +/- 6 seconds.
 RL1359
 RL1359.The orthometric height was determined by differential leveling
 RL1359.and adjusted by the National Geodetic Survey in June 1991..
 RL1359
 RL1359.The geoid height was determined by GEOID03.
 RL1359
 RL1359.The dynamic height is computed by dividing the NAVD 88
 RL1359.geopotential number by the normal gravity value computed on the
 RL1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1359.degrees latitude (g = 980.6199 gals.).
 RL1359
 RL1359.The modeled gravity was interpolated from observed gravity values.
 RL1359
 RL1359;                    North         East    Units  Estimated Accuracy
 RL1359;SPC MI N     -   209,040.    7,804,620.      MT  (+/- 180 meters Scaled)
 RL1359
 RL1359                          SUPERSEDED SURVEY CONTROL
 RL1359
 RL1359  NGVD 29 (??/??/92)  386.083  (m)         1266.67   (f) ADJ UNCH    2 0
 RL1359
 RL1359.Superseded values are not recommended for survey control.
 RL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1359.See file dsdata.txt to determine how the superseded data were derived.
 RL1359
 RL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS046678(NAD 83)
 RL1359_MARKER: Z = SEE DESCRIPTION
 RL1359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1359_SP_SET: CULVERT
 RL1359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1359
 RL1359  HISTORY     - Date     Condition        Report By
 RL1359  HISTORY     - UNK      MONUMENTED       USGS
 RL1359  HISTORY     - 1948     GOOD             NGS
 RL1359  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1359  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1359  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1359
 RL1359                          STATION DESCRIPTION
 RL1359
 RL1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1359'4 MI NE FROM BERGLAND.
 RL1359'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL1359'OF STATE HIGHWAY 28 AT BERGLAND, 18 FEET NORTHEAST OF THE CENTER
 RL1359'LINE OF THE HIGHWAY, 21 FEET SOUTH OF A TELEPHONE POLE, 37 FEET
 RL1359'WEST OF A TRIANGULAR BLAZED 15-INCH ASH TREE AND PAINTED ON THE
 RL1359'NORTHEAST END OF AN 18-INCH METAL PIPE CULVERT UNDER HIGHWAY.
 RL1359
 RL1359                          STATION RECOVERY (1987)
 RL1359
 RL1359'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1359'MARK NOT FOUND.
 RL1359
 RL1359                          STATION RECOVERY (1995)
 RL1359
 RL1359'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1359'MARK NOT FOUND.
 RL1359
 RL1359                          STATION RECOVERY (2004)
 RL1359
 RL1359'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0866 ***********************************************************************
 RL0866  DESIGNATION -  1267.7
 RL0866  PID         -  RL0866
 RL0866  STATE/COUNTY-  MI/ONTONAGON
 RL0866  USGS QUAD   -  
 RL0866
 RL0866                         *CURRENT SURVEY CONTROL
 RL0866  ___________________________________________________________________
 RL0866* NAD 83(1986)-  46 41 41.     (N)    089 14 54.     (W)     SCALED    
 RL0866* NAVD 88     -       386.451  (meters)    1267.88   (feet)  ADJUSTED  
 RL0866  ___________________________________________________________________
 RL0866  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 RL0866  DYNAMIC HT  -         386.484 (meters)    1267.99  (feet)  COMP
 RL0866  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 RL0866
 RL0866  VERT ORDER  -  SECOND    CLASS 0
 RL0866
 RL0866.The horizontal coordinates were scaled from a topographic map and have
 RL0866.an estimated accuracy of +/- 6 seconds.
 RL0866
 RL0866.The orthometric height was determined by differential leveling
 RL0866.and adjusted by the National Geodetic Survey in June 1991..
 RL0866
 RL0866.The geoid height was determined by GEOID03.
 RL0866
 RL0866.The dynamic height is computed by dividing the NAVD 88
 RL0866.geopotential number by the normal gravity value computed on the
 RL0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0866.degrees latitude (g = 980.6199 gals.).
 RL0866
 RL0866.The modeled gravity was interpolated from observed gravity values.
 RL0866
 RL0866;                    North         East    Units  Estimated Accuracy
 RL0866;SPC MI N     -   214,880.    7,828,070.      MT  (+/- 180 meters Scaled)
 RL0866
 RL0866                          SUPERSEDED SURVEY CONTROL
 RL0866
 RL0866  NGVD 29 (??/??/92)  386.460  (m)         1267.91   (f) ADJ UNCH    2 0
 RL0866
 RL0866.Superseded values are not recommended for survey control.
 RL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0866.See file dsdata.txt to determine how the superseded data were derived.
 RL0866
 RL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS281736(NAD 83)
 RL0866_MARKER: S = SPIKE
 RL0866_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0866_SP_SET: BLACK OAK TREE
 RL0866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0866
 RL0866  HISTORY     - Date     Condition        Report By
 RL0866  HISTORY     - UNK      MONUMENTED       USGS
 RL0866  HISTORY     - 1948     GOOD             NGS
 RL0866  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0866
 RL0866                          STATION DESCRIPTION
 RL0866
 RL0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0866'5.2 MI SW FROM ROCKLAND.
 RL0866'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0866'ROCKLAND, THENCE 5.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0866'1.0 MILE SOUTHWEST OF THE ROAD JUNCTION IN VICTORIA, ON THE
 RL0866'WEST SLOPE OF A STEEP GRADE, ABOUT 50 FEET WEST OF THE SUMMIT
 RL0866'OF THE GRADE, ABOUT 250 FEET EAST OF AN 18-INCH PIPE CULVERT,
 RL0866'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE
 RL0866'THE LEVEL OF THE ROAD.  A RAILROAD SPIKE SET IN A 10-INCH BLACK
 RL0866'OAK TREE.
 RL0866
 RL0866                          STATION RECOVERY (2001)
 RL0866
 RL0866'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0767 ***********************************************************************
 RL0767  DESIGNATION -  1277.4
 RL0767  PID         -  RL0767
 RL0767  STATE/COUNTY-  MI/ONTONAGON
 RL0767  USGS QUAD   -  
 RL0767
 RL0767                         *CURRENT SURVEY CONTROL
 RL0767  ___________________________________________________________________
 RL0767* NAD 83(1986)-  46 32 08.     (N)    089 00 43.     (W)     SCALED    
 RL0767* NAVD 88     -       389.397  (meters)    1277.55   (feet)  ADJUSTED  
 RL0767  ___________________________________________________________________
 RL0767  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 RL0767  DYNAMIC HT  -         389.408 (meters)    1277.58  (feet)  COMP
 RL0767  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 RL0767
 RL0767  VERT ORDER  -  SECOND    CLASS 0
 RL0767
 RL0767.The horizontal coordinates were scaled from a topographic map and have
 RL0767.an estimated accuracy of +/- 6 seconds.
 RL0767
 RL0767.The orthometric height was determined by differential leveling
 RL0767.and adjusted by the National Geodetic Survey in June 1991..
 RL0767
 RL0767.The geoid height was determined by GEOID03.
 RL0767
 RL0767.The dynamic height is computed by dividing the NAVD 88
 RL0767.geopotential number by the normal gravity value computed on the
 RL0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0767.degrees latitude (g = 980.6199 gals.).
 RL0767
 RL0767.The modeled gravity was interpolated from observed gravity values.
 RL0767
 RL0767;                    North         East    Units  Estimated Accuracy
 RL0767;SPC MI N     -   196,710.    7,845,690.      MT  (+/- 180 meters Scaled)
 RL0767
 RL0767                          SUPERSEDED SURVEY CONTROL
 RL0767
 RL0767  NGVD 29 (??/??/92)  389.412  (m)         1277.60   (f) ADJ UNCH    2 0
 RL0767
 RL0767.Superseded values are not recommended for survey control.
 RL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0767.See file dsdata.txt to determine how the superseded data were derived.
 RL0767
 RL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457555(NAD 83)
 RL0767_MARKER: S = SPIKE
 RL0767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0767_SP_SET: HICKORY TREE
 RL0767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0767
 RL0767  HISTORY     - Date     Condition        Report By
 RL0767  HISTORY     - UNK      MONUMENTED       USGS
 RL0767  HISTORY     - 1948     GOOD             NGS
 RL0767  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0767  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0767
 RL0767                          STATION DESCRIPTION
 RL0767
 RL0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0767'3.7 MI N FROM TROUT CREEK.
 RL0767'ABOUT 3.7 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0767'OFFICE AT TROUT CREEK, ABOUT 0.25 MILE NORTH OF A SIDE ROAD
 RL0767'EAST, A RAILROAD SPIKE IN THE EAST SIDE OF A HICKORY TREE, 28
 RL0767'FEET WEST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTHWEST
 RL0767'OF FOREST SERVICE LOCATION POST AT THE SOUTHWEST CORNER OF
 RL0767'SECTION 25 T 48 N R 38 W, 10 FEET EAST-NORTHEAST OF A FENCE
 RL0767'CORNER, AND 1 FOOT BELOW ROAD.
 RL0767
 RL0767                          STATION RECOVERY (2001)
 RL0767
 RL0767'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0767'MARK NOT FOUND.
 RL0767
 RL0767                          STATION RECOVERY (2004)
 RL0767
 RL0767'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0093 ***********************************************************************
 SG0093  DESIGNATION -  1278
 SG0093  PID         -  SG0093
 SG0093  STATE/COUNTY-  MI/HOUGHTON
 SG0093  USGS QUAD   -  SOUTH RANGE (1975)
 SG0093
 SG0093                         *CURRENT SURVEY CONTROL
 SG0093  ___________________________________________________________________
 SG0093* NAD 83(1986)-  47 00 39.     (N)    088 44 59.     (W)     SCALED    
 SG0093* NAVD 88     -       389.40   (+/-2cm)    1277.6    (feet)  VERTCON   
 SG0093  ___________________________________________________________________
 SG0093  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 SG0093
 SG0093  VERT ORDER  -  ? (See Below)
 SG0093
 SG0093.The horizontal coordinates were scaled from a topographic map and have
 SG0093.an estimated accuracy of +/- 6 seconds.
 SG0093
 SG0093.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0093.The vertical order pertains to the NGVD 29 superseded value.
 SG0093
 SG0093.The geoid height was determined by GEOID03.
 SG0093
 SG0093;                    North         East    Units  Estimated Accuracy
 SG0093;SPC MI N     -   249,050.    7,866,960.      MT  (+/- 180 meters Scaled)
 SG0093
 SG0093                          SUPERSEDED SURVEY CONTROL
 SG0093
 SG0093  NGVD 29 (??/??/92)  389.395  (m)         1277.54   (f) ADJ UNCH    ?  
 SG0093
 SG0093.Superseded values are not recommended for survey control.
 SG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0093.See file dsdata.txt to determine how the superseded data were derived.
 SG0093
 SG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT670078(NAD 83)
 SG0093_MARKER: P = PIPE CAP
 SG0093_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0093_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SG0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0093
 SG0093  HISTORY     - Date     Condition        Report By
 SG0093  HISTORY     - UNK      MONUMENTED       USGS
 SG0093  HISTORY     - 1948     MARK NOT FOUND   NGS
 SG0093  HISTORY     - 20050509 MARK NOT FOUND   GEOCAC
 SG0093
 SG0093                          STATION DESCRIPTION
 SG0093
 SG0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0093'AT RICEDALE.
 SG0093'AT RICEDALE, HOUGHTON COUNTY, ON THE COPPER RANGE RAILROAD,
 SG0093'NEAR THE MIDDLE OF THE SIDING, AND 25 FEET WEST OF THE TRACK.
 SG0093'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1278
 SG0093'AND RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE.
 SG0093
 SG0093                          STATION RECOVERY (2005)
 SG0093
 SG0093'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0093'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  MARK ASSUMED
 SG0093'DESTROYED, FALLS IN C/L OF TWIN POLE POWER LINE. SEE USGS INFO BELOW.
 SG0093' 
 SG0093' 
 SG0093''EXCERPT FROM USGS NOTES PUBLISHED 1952, HOUGHTON QUADRANNGLE 356'
 SG0093'D.R. CABANISS 1945, BOOK H304
 SG0093'MONUMENT ORIGINALY SET BY E.L.MCNAIR AND MARKED WITH BRONZE CAP
 SG0093'STAMPED 1278, AT RECOVERY IN 1945, CAP WAS MISSING AND POST LEANING 45
 SG0093'DEG., POST RESET WITH NEW TABLET.
 SG0093'NAD 27 LOCATION 47-02-11.04 N  088-42-56.14 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0070 ***********************************************************************
 NF0070  DESIGNATION -  13
 NF0070  PID         -  NF0070
 NF0070  STATE/COUNTY-  MI/INGHAM
 NF0070  USGS QUAD   -  EAST LANSING (1970)
 NF0070
 NF0070                         *CURRENT SURVEY CONTROL
 NF0070  ___________________________________________________________________
 NF0070* NAD 83(1986)-  42 43 56.     (N)    084 28 38.     (W)     SCALED    
 NF0070* NAVD 88     -       255.71   (+/-2cm)     838.9    (feet)  VERTCON   
 NF0070  ___________________________________________________________________
 NF0070  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0070
 NF0070  VERT ORDER  -  ? (See Below)
 NF0070
 NF0070.The horizontal coordinates were scaled from a topographic map and have
 NF0070.an estimated accuracy of +/- 6 seconds.
 NF0070
 NF0070.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0070.The vertical order pertains to the NGVD 29 superseded value.
 NF0070
 NF0070.The geoid height was determined by GEOID03.
 NF0070
 NF0070;                    North         East    Units  Estimated Accuracy
 NF0070;SPC MI S     -   136,880.    3,990,950.      MT  (+/- 180 meters Scaled)
 NF0070
 NF0070                          SUPERSEDED SURVEY CONTROL
 NF0070
 NF0070  NGVD 29 (??/??/92)  255.842  (m)          839.38   (f) ADJ UNCH    ?  
 NF0070
 NF0070.Superseded values are not recommended for survey control.
 NF0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0070.See file dsdata.txt to determine how the superseded data were derived.
 NF0070
 NF0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065341(NAD 83)
 NF0070_MARKER: B = BOLT
 NF0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0070+STABILITY: SURFACE MOTION
 NF0070
 NF0070  HISTORY     - Date     Condition        Report By
 NF0070  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0070  HISTORY     - 1932     GOOD             MISCOL
 NF0070  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0070  HISTORY     - 1989     GOOD             USPSQD
 NF0070
 NF0070                          STATION DESCRIPTION
 NF0070
 NF0070'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0070'AT EAST LANSING.
 NF0070'AT EAST LANSING, INGHAM COUNTY, AT THE SOUTH ENTRANCE TO THE
 NF0070'MICHIGAN STATE COLLEGE CAMPUS, ON FARM LANE, 32.5 FEET SOUTHEAST
 NF0070'OF THE CONCRETE GATEPOST, 37 FEET SOUTHWEST OF THE CORNER FENCE
 NF0070'POST, AND 17 FEET WEST OF THE EAST FENCE.  A BOLT, SET IN THE
 NF0070'TOP OF A CONCRETE POST.
 NF0070
 NF0070                          STATION RECOVERY (1978)
 NF0070
 NF0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0070'MARK NOT FOUND.
 NF0070
 NF0070                          STATION RECOVERY (1989)
 NF0070
 NF0070'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1543 ***********************************************************************
 NE1543  DESIGNATION -  13
 NE1543  PID         -  NE1543
 NE1543  STATE/COUNTY-  MI/LIVINGSTON
 NE1543  USGS QUAD   -  OAK GROVE (1975)
 NE1543
 NE1543                         *CURRENT SURVEY CONTROL
 NE1543  ___________________________________________________________________
 NE1543* NAD 83(1994)-  42 38 00.30654(N)    083 59 27.99209(W)     ADJUSTED  
 NE1543* NAVD 88     -       292.5    (meters)     960.     (feet)  GPS OBS   
 NE1543  ___________________________________________________________________
 NE1543  X           -     491,990.468 (meters)                     COMP
 NE1543  Y           -  -4,673,999.459 (meters)                     COMP
 NE1543  Z           -   4,297,805.721 (meters)                     COMP
 NE1543  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 NE1543  ELLIP HEIGHT-         259.40  (meters)          (07/17/02) GPS OBS
 NE1543  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE1543
 NE1543  HORZ ORDER  -  FIRST
 NE1543  ELLP ORDER  -  FOURTH    CLASS I
 NE1543
 NE1543.This mark is at Livingston County Airport (OZW)
 NE1543
 NE1543.The horizontal coordinates were established by GPS observations
 NE1543.and adjusted by the National Geodetic Survey in February 1997..
 NE1543
 NE1543.The orthometric height was determined by GPS observations and a
 NE1543.high-resolution geoid model.
 NE1543
 NE1543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1543
 NE1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1543
 NE1543.The ellipsoidal height was determined by GPS observations
 NE1543.and is referenced to NAD 83.
 NE1543
 NE1543.The geoid height was determined by GEOID03.
 NE1543
 NE1543;                    North         East     Units Scale Factor Converg.
 NE1543;SPC MI S     -   125,965.717 4,030,802.087   MT  0.99991647   +0 15 20.1
 NE1543;SPC MI S     -   413,273.35 13,224,416.30   iFT  0.99991647   +0 15 20.1
 NE1543;UTM  17      - 4,724,445.825   254,745.946   MT  1.00034009   -2 01 36.8
 NE1543;UTM  16      - 4,724,497.584   746,712.204   MT  1.00034892   +2 02 20.3
 NE1543
 NE1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1543!SPC MI S     -   0.99995932  x   0.99991647  =   0.99987579
 NE1543!UTM  17      -   0.99995932  x   1.00034009  =   1.00029940
 NE1543!UTM  16      -   0.99995932  x   1.00034892  =   1.00030823
 NE1543
 NE1543                          SUPERSEDED SURVEY CONTROL
 NE1543
 NE1543  ELLIP H (02/03/97)  259.45   (m)                       GP(       ) 4 1
 NE1543  NAD 83(1986)-  42 38 00.30820(N)    083 59 28.01632(W) AD(       ) 1
 NE1543  NAD 83(1986)-  42 38 00.30509(N)    083 59 27.99766(W) AD(       ) 3
 NE1543  NGVD 29 (03/27/91)  292.9    (m)          961.     (f) GPS OBS        
 NE1543
 NE1543.Superseded values are not recommended for survey control.
 NE1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1543.See file dsdata.txt to determine how the superseded data were derived.
 NE1543
 NE1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5474624446(NAD 83)
 NE1543_MARKER: DR = REFERENCE MARK DISK
 NE1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1543_SP_SET: CONCRETE POST
 NE1543_STAMPING: 13
 NE1543_MARK LOGO: MIDT  
 NE1543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1543+STABILITY: SURFACE MOTION
 NE1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1543+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1991
 NE1543
 NE1543  HISTORY     - Date     Condition        Report By
 NE1543  HISTORY     - 1988     MONUMENTED       MIDT
 NE1543  HISTORY     - 19890106 GOOD             NGS
 NE1543  HISTORY     - 19910701 GOOD             NGS
 NE1543
 NE1543                          STATION DESCRIPTION
 NE1543
 NE1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1543'THE STATION IS LOCATED ABOUT 19.3 KM (12.00 MI) NORTH-NORTHWEST OF
 NE1543'PINCKNEY, 9.0 KM (5.60 MI) SOUTHEAST OF FOWLERVILLE AND 4.8 KM
 NE1543'(3.00 MI) NORTHWEST OF HOWELL, AT THE LIVINGSTON COUNTY AIRPORT.
 NE1543'OWNERSHIP--LIVINGSTON COUNTY, HOWELL MI 48843. AIRPORT MANAGER IS GLEN
 NE1543'A. MILLER, 3480 WEST GRAND RIVER AVENUE, HOWELL MI 48843. PHONE IS
 NE1543'517-546-6675.
 NE1543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155 (MICHIGAN
 NE1543'AVENUE) AND GRAND RIVER AVENUE IN THE CENTER OF HOWELL, GO NORTHWEST
 NE1543'ON GRAND RIVER AVENUE AND GRAND RIVER ROAD FOR 4.81 KM (3.00 MI) TO A
 NE1543'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE AIRPORT
 NE1543'ENTRANCE ROAD, PASSING AIRPORT OFFICE, THROUGH A GATE AND ACROSS AN
 NE1543'APRON FOR 0.12 KM (0.05 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST
 NE1543'ON THE TAXIWAY FOR 1.19 KM (0.75 MI) TO THE STATION ON THE LEFT.
 NE1543'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE MARK DISK SET IN
 NE1543'THE TOP OF A SQUARE CONCRETE MONUMENT.  LOCATED 61.0 M (200.1 FT)
 NE1543'NORTHWEST OF THE NORTHWEST END OF RUNWAY 13 AND IN LINE WITH THE
 NE1543'CENTERLINE OF THE RUNWAY.
 NE1543'THERE IS GOING TO BE A LOT OF NEW CONSTRUCTION AT THIS AIRPORT IN THE
 NE1543'NEXT TWO YEARS AND THIS MARK IS IN THE SAFEST PLACE.
 NE1543'DESCRIBED BY E.J. HANSMANN.
 NE1543
 NE1543                          STATION RECOVERY (1991)
 NE1543
 NE1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1543'THE STATION IS LOCATED ABOUT 19.3 KM (12.0 MI) NORTH-NORTHWEST OF
 NE1543'PINCKNEY, 9.0 KM (5.6 MI) SOUTHEAST OF FOWLERVILLE AND 4.8 KM
 NE1543'(3.0 MI) NORTHWEST OF HOWELL, AT THE LIVINGSTON COUNTY AIRPORT.
 NE1543'OWNERSHIP--LIVINGSTON COUNTY, HOWELL, MI. 48843.  AIRPORT MANAGER IS
 NE1543'MARK JOHNSON, 3480 WEST GRAND RIVER AVENUE, HOWELL, MI. 48843. PHONE
 NE1543'517-546-6675, 546-9141.
 NE1543'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 155 (MICHIGAN
 NE1543'AVENUE) AND GRAND RIVER AVENUE IN THE CENTER OF HOWELL, GO NORTHWEST
 NE1543'ON GRAND RIVER AVENUE AND GRAND RIVER ROAD FOR 4.81 KM (2.99 MI) TO A
 NE1543'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST ON THE AIRPORT
 NE1543'ENTRANCE ROAD, PASSING AIRPORT OFFICE, THROUGH A GATE AND ACROSS AN
 NE1543'APRON FOR 0.12 KM (0.07 MI) TO A TAXIWAY.  TURN LEFT AND GO NORTHWEST
 NE1543'ON THE TAXIWAY FOR 1.19 KM (0.74 MI) TO THE STATION ON THE LEFT. ALSO
 NE1543'CAN REACH AIRPORT BY GOING WEST ALONG INTERSTATE 96 BUSINESS FROM THE
 NE1543'JUNCTION OF BUSINESS 96 AND HIGHWAY 59, LOCATED ABOUT 6.4 KM
 NE1543'(4.0 MI) WEST OF HOWELL, FOR 0.32 KM (0.20 MI) TO THE AIRPORT ON THE
 NE1543'RIGHT.
 NE1543'STATION IS 61.0 M (200.1 FT) NORTHWEST OF THE NORTHWEST END OF RUNWAY
 NE1543'13 AND IN LINE WITH THE CENTERLINE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6785 ***********************************************************************
 AA6785  DESIGNATION -  13 1
 AA6785  PID         -  AA6785
 AA6785  STATE/COUNTY-  MI/WAYNE
 AA6785  USGS QUAD   -  WAYNE (1980)
 AA6785
 AA6785                         *CURRENT SURVEY CONTROL
 AA6785  ___________________________________________________________________
 AA6785* NAD 83(1994)-  42 15 58.46884(N)    083 23 57.36757(W)     ADJUSTED  
 AA6785* NAVD 88     -       202.1    (meters)     663.     (feet)  GPS OBS   
 AA6785  ___________________________________________________________________
 AA6785  X           -     543,400.481 (meters)                     COMP
 AA6785  Y           -  -4,695,948.224 (meters)                     COMP
 AA6785  Z           -   4,267,647.666 (meters)                     COMP
 AA6785  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AA6785  ELLIP HEIGHT-         167.82  (meters)          (07/12/02) GPS OBS
 AA6785  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AA6785
 AA6785  HORZ ORDER  -  FIRST
 AA6785  ELLP ORDER  -  FOURTH    CLASS I
 AA6785
 AA6785.The horizontal coordinates were established by GPS observations
 AA6785.and adjusted by the National Geodetic Survey in February 1997..
 AA6785
 AA6785.The orthometric height was determined by GPS observations and a
 AA6785.high-resolution geoid model.
 AA6785
 AA6785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6785
 AA6785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6785
 AA6785.The ellipsoidal height was determined by GPS observations
 AA6785.and is referenced to NAD 83.
 AA6785
 AA6785.The geoid height was determined by GEOID03.
 AA6785
 AA6785;                    North         East     Units Scale Factor Converg.
 AA6785;SPC MI S     -    85,571.321 4,079,810.115   MT  0.99996479   +0 39 30.0
 AA6785;SPC MI S     -   280,745.80 13,385,203.79   iFT  0.99996479   +0 39 30.0
 AA6785;UTM  17      - 4,682,124.770   302,123.091   MT  1.00008179   -1 36 51.2
 AA6785
 AA6785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6785!SPC MI S     -   0.99997368  x   0.99996479  =   0.99993847
 AA6785!UTM  17      -   0.99997368  x   1.00008179  =   1.00005547
 AA6785
 AA6785                          SUPERSEDED SURVEY CONTROL
 AA6785
 AA6785  ELLIP H (02/03/97)  167.85   (m)                       GP(       ) 4 1
 AA6785  NAD 83(1986)-  42 15 58.47586(N)    083 23 57.39556(W) AD(       ) 1
 AA6785
 AA6785.Superseded values are not recommended for survey control.
 AA6785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6785.See file dsdata.txt to determine how the superseded data were derived.
 AA6785
 AA6785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0212382125(NAD 83)
 AA6785_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6785_STAMPING: 13-1 1994
 AA6785_MARK LOGO: MI-163
 AA6785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6785+STABILITY: SURFACE MOTION
 AA6785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6785+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6785
 AA6785  HISTORY     - Date     Condition        Report By
 AA6785  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6785
 AA6785                          STATION DESCRIPTION
 AA6785
 AA6785'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6785'STATION IS LOCATED APPROXIMATELY 3 MILESNORTH AND 3  MILESWEST OF
 AA6785'DETROIT METRO AIRPORT ON VAN BORN ROAD. TO REACH FROM THE INTERSECTION
 AA6785'OF US 12 (MICHIGAN AVENUE) AND HANNAN ROAD, PROCEED SOUTH ON HANNAN
 AA6785'ROAD FOR .9  MILES TO VAN BORN ROAD, THENCE GO EAST ON VAN BORN FOR
 AA6785'1.4 MILESTO THE STATION ON THE RIGHT. THE MONUMENT IS DIRECTLY SOUTH
 AA6785'OF "B AND D THREAD ROLLING" AT 36820 VAN BORN. THE STATION IS A BRASS
 AA6785'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6785'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF VAN BORN IS N 0 W,
 AA6785'51.94 FEET,  A POLE IS N 20 W, 18.95 FEET,  A POLE IS N 60 W,  84.1
 AA6785'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6789 ***********************************************************************
 AA6789  DESIGNATION -  13 2
 AA6789  PID         -  AA6789
 AA6789  STATE/COUNTY-  MI/WAYNE
 AA6789  USGS QUAD   -  INKSTER (1983)
 AA6789
 AA6789                         *CURRENT SURVEY CONTROL
 AA6789  ___________________________________________________________________
 AA6789* NAD 83(1994)-  42 15 11.40382(N)    083 19 43.04682(W)     ADJUSTED  
 AA6789* NAVD 88     -       192.5    (meters)     632.     (feet)  GPS OBS   
 AA6789  ___________________________________________________________________
 AA6789  X           -     549,302.713 (meters)                     COMP
 AA6789  Y           -  -4,696,237.553 (meters)                     COMP
 AA6789  Z           -   4,266,566.366 (meters)                     COMP
 AA6789  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AA6789  ELLIP HEIGHT-         158.16  (meters)          (07/12/02) GPS OBS
 AA6789  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA6789
 AA6789  HORZ ORDER  -  FIRST
 AA6789  ELLP ORDER  -  FOURTH    CLASS I
 AA6789
 AA6789.The horizontal coordinates were established by GPS observations
 AA6789.and adjusted by the National Geodetic Survey in February 1997..
 AA6789
 AA6789.The orthometric height was determined by GPS observations and a
 AA6789.high-resolution geoid model.
 AA6789
 AA6789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6789
 AA6789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6789
 AA6789.The ellipsoidal height was determined by GPS observations
 AA6789.and is referenced to NAD 83.
 AA6789
 AA6789.The geoid height was determined by GEOID03.
 AA6789
 AA6789;                    North         East     Units Scale Factor Converg.
 AA6789;SPC MI S     -    84,188.697 4,085,655.902   MT  0.99996725   +0 42 23.1
 AA6789;SPC MI S     -   276,209.64 13,404,382.88   iFT  0.99996725   +0 42 23.1
 AA6789;UTM  17      - 4,680,511.259   307,910.042   MT  1.00005403   -1 33 58.5
 AA6789
 AA6789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6789!SPC MI S     -   0.99997520  x   0.99996725  =   0.99994245
 AA6789!UTM  17      -   0.99997520  x   1.00005403  =   1.00002922
 AA6789
 AA6789                          SUPERSEDED SURVEY CONTROL
 AA6789
 AA6789  ELLIP H (02/03/97)  158.20   (m)                       GP(       ) 4 1
 AA6789  NAD 83(1986)-  42 15 11.41132(N)    083 19 43.07394(W) AD(       ) 1
 AA6789
 AA6789.Superseded values are not recommended for survey control.
 AA6789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6789.See file dsdata.txt to determine how the superseded data were derived.
 AA6789
 AA6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0791080511(NAD 83)
 AA6789_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6789_STAMPING: 13-2 1994
 AA6789_MARK LOGO: MI-163
 AA6789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6789+STABILITY: SURFACE MOTION
 AA6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6789+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6789
 AA6789  HISTORY     - Date     Condition        Report By
 AA6789  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6789  HISTORY     - 20010904 POOR             INDIV
 AA6789  HISTORY     - 20011212 GOOD             INDIV
 AA6789
 AA6789                          STATION DESCRIPTION
 AA6789
 AA6789'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6789'STATION IS LOCATED APPROXIMATELY 1 MILENORTH OF DETROIT METRO AIRPORT
 AA6789'ON MIDDLEBELT ROAD AT ECORSE ROAD. TO REACH FROM THE INTERSECTION OF
 AA6789'INTERSTATE I-94 AND MIDDLEBELT ROAD, (EXIT 198) PROCEED NORTH ON
 AA6789'MIDDLEBELT ROAD FOR 0.65  MILESTO ECORSE ROAD AND THE STATION IN THE
 AA6789'SOUTHWEST QUADRANT. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP
 AA6789'SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 AA6789'THE GROUND. CENTERLINE OF ECORSE IS N 0 W, 41.22 FEET,  CENTERLINE OF
 AA6789'MIDDLEBELT IS N 90 E, 53.37 FEET, A CENTERLINE OF CATCHBASIN IS N 85
 AA6789'W, 33.88 FEET, A POLE IS S 5 W, 10.90 FEET.
 AA6789
 AA6789                          STATION RECOVERY (2001)
 AA6789
 AA6789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA6789'CONCRETE MONUMENT HAS BEEN HIT. THE TABLET IS LOOSE AND ROTATES.
 AA6789
 AA6789                          STATION RECOVERY (2001)
 AA6789
 AA6789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6793 ***********************************************************************
 AA6793  DESIGNATION -  13 3
 AA6793  PID         -  AA6793
 AA6793  STATE/COUNTY-  MI/WAYNE
 AA6793  USGS QUAD   -  BELLEVILLE (1980)
 AA6793
 AA6793                         *CURRENT SURVEY CONTROL
 AA6793  ___________________________________________________________________
 AA6793* NAD 83(1994)-  42 13 33.15106(N)    083 23 08.93696(W)     ADJUSTED  
 AA6793* NAVD 88     -       197.8    (meters)     649.     (feet)  GPS OBS   
 AA6793  ___________________________________________________________________
 AA6793  X           -     544,849.920 (meters)                     COMP
 AA6793  Y           -  -4,698,811.780 (meters)                     COMP
 AA6793  Z           -   4,264,325.417 (meters)                     COMP
 AA6793  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AA6793  ELLIP HEIGHT-         163.39  (meters)          (07/12/02) GPS OBS
 AA6793  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 AA6793
 AA6793  HORZ ORDER  -  FIRST
 AA6793  ELLP ORDER  -  FOURTH    CLASS I
 AA6793
 AA6793.The horizontal coordinates were established by GPS observations
 AA6793.and adjusted by the National Geodetic Survey in February 1997..
 AA6793
 AA6793.The orthometric height was determined by GPS observations and a
 AA6793.high-resolution geoid model.
 AA6793
 AA6793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6793
 AA6793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6793
 AA6793.The ellipsoidal height was determined by GPS observations
 AA6793.and is referenced to NAD 83.
 AA6793
 AA6793.The geoid height was determined by GEOID03.
 AA6793
 AA6793;                    North         East     Units Scale Factor Converg.
 AA6793;SPC MI S     -    81,100.824 4,080,972.164   MT  0.99997257   +0 40 03.0
 AA6793;SPC MI S     -   266,078.82 13,389,016.29   iFT  0.99997257   +0 40 03.0
 AA6793;UTM  17      - 4,677,611.220   303,107.111   MT  1.00007702   -1 36 14.1
 AA6793
 AA6793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6793!SPC MI S     -   0.99997437  x   0.99997257  =   0.99994695
 AA6793!UTM  17      -   0.99997437  x   1.00007702  =   1.00005139
 AA6793
 AA6793                          SUPERSEDED SURVEY CONTROL
 AA6793
 AA6793  ELLIP H (02/03/97)  163.43   (m)                       GP(       ) 4 1
 AA6793  NAD 83(1986)-  42 13 33.15869(N)    083 23 08.96267(W) AD(       ) 1
 AA6793
 AA6793.Superseded values are not recommended for survey control.
 AA6793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6793.See file dsdata.txt to determine how the superseded data were derived.
 AA6793
 AA6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0310777611(NAD 83)
 AA6793_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6793_STAMPING: 13-3 1994
 AA6793_MARK LOGO: MI-163
 AA6793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6793+STABILITY: SURFACE MOTION
 AA6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6793+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6793
 AA6793  HISTORY     - Date     Condition        Report By
 AA6793  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6793  HISTORY     - 20030402 GOOD             INDIV
 AA6793
 AA6793                          STATION DESCRIPTION
 AA6793
 AA6793'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6793'STATION IS LOCATED APPROXIMATELY 1 MILESNORTH AND 1  MILESWEST OF
 AA6793'DETROIT METRO AIRPORT ON WAYNE ROAD AT A RAILROAD BRIDGE. TO REACH
 AA6793'FROM THE INTERSECTION OF INTERSTATE I-94 AND WAYNE ROAD, PROCEED SOUTH
 AA6793'ON WAYNE ROAD FOR .15  MILES TO A RAILROAD BRIDGE OVER WAYNE ROAD AND
 AA6793'THE STATION ON THE RIGHT IN NORTHWEST QUADRANT.  THE MONUMENT IS
 AA6793'LOCATED ON THE WEST SIDE OF WAYNE AND AT THE TOP OF THE EMBANKMENT
 AA6793'NEAR THE WEST ABUTTMENT OF THE BRIDGE. THE STATION IS A BRASS "WAYNE
 AA6793'COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6793'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF NORTH RAILROAD TRACK
 AA6793'IS S 0 W, 28.79 FEET,  A CENTERLINE OF MANHOLE IS N 25 W, 32.15 FEET,
 AA6793'A POLE IS N 40 E,  21.46 FEET, A 36 INCH QUAD POPLAR IS N 50 W, 44.76
 AA6793'FEET.
 AA6793
 AA6793                          STATION RECOVERY (2003)
 AA6793
 AA6793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6790 ***********************************************************************
 AA6790  DESIGNATION -  13 4
 AA6790  PID         -  AA6790
 AA6790  STATE/COUNTY-  MI/WAYNE
 AA6790  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6790
 AA6790                         *CURRENT SURVEY CONTROL
 AA6790  ___________________________________________________________________
 AA6790* NAD 83(1994)-  42 10 51.40193(N)    083 20 01.33861(W)     ADJUSTED  
 AA6790* NAVD 88     -       190.2    (meters)     624.     (feet)  GPS OBS   
 AA6790  ___________________________________________________________________
 AA6790  X           -     549,511.811 (meters)                     COMP
 AA6790  Y           -  -4,701,638.623 (meters)                     COMP
 AA6790  Z           -   4,260,623.172 (meters)                     COMP
 AA6790  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA6790  ELLIP HEIGHT-         155.66  (meters)          (07/12/02) GPS OBS
 AA6790  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA6790
 AA6790  HORZ ORDER  -  FIRST
 AA6790  ELLP ORDER  -  FOURTH    CLASS I
 AA6790
 AA6790.The horizontal coordinates were established by GPS observations
 AA6790.and adjusted by the National Geodetic Survey in February 1997..
 AA6790
 AA6790.The orthometric height was determined by GPS observations and a
 AA6790.high-resolution geoid model.
 AA6790
 AA6790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6790
 AA6790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6790
 AA6790.The ellipsoidal height was determined by GPS observations
 AA6790.and is referenced to NAD 83.
 AA6790
 AA6790.The geoid height was determined by GEOID03.
 AA6790
 AA6790;                    North         East     Units Scale Factor Converg.
 AA6790;SPC MI S     -    76,162.027 4,085,335.072   MT  0.99998182   +0 42 10.7
 AA6790;SPC MI S     -   249,875.42 13,403,330.29   iFT  0.99998182   +0 42 10.7
 AA6790;UTM  17      - 4,672,502.964   307,271.267   MT  1.00005706   -1 34 03.0
 AA6790
 AA6790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6790!SPC MI S     -   0.99997559  x   0.99998182  =   0.99995741
 AA6790!UTM  17      -   0.99997559  x   1.00005706  =   1.00003265
 AA6790
 AA6790                          SUPERSEDED SURVEY CONTROL
 AA6790
 AA6790  ELLIP H (02/03/97)  155.70   (m)                       GP(       ) 4 1
 AA6790  NAD 83(1986)-  42 10 51.40942(N)    083 20 01.36526(W) AD(       ) 1
 AA6790
 AA6790.Superseded values are not recommended for survey control.
 AA6790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6790.See file dsdata.txt to determine how the superseded data were derived.
 AA6790
 AA6790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0727172503(NAD 83)
 AA6790_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6790_STAMPING: 13-4 1994
 AA6790_MARK LOGO: MI-163
 AA6790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6790+STABILITY: SURFACE MOTION
 AA6790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6790+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6790
 AA6790  HISTORY     - Date     Condition        Report By
 AA6790  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6790
 AA6790                          STATION DESCRIPTION
 AA6790
 AA6790'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6790'STATION IS LOCATED APPROXIMATELY 1.0 SOUTH OF DETROIT METRO AIRPORT ON
 AA6790'PENNSYLVANIA ROAD AT BRANDT ROAD. TO REACH FROM THE INTERSECTION OF
 AA6790'US-24 (TELEGRAPH ROAD) AND PENNSYLVANIA ROAD PROCEED WEST ON
 AA6790'PENNSYLVANIA ROAD FOR 3.5 MILESTO BRANDT ROAD AND THE STATION IN THE
 AA6790'NORTHEAST QUADRANT. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP
 AA6790'SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 AA6790'THE GROUND. CENTERLINE OF PENNSYLVANIA IS S 0 E, 49.47 FEET,
 AA6790'CENTERLINE OF BRANDT IS N 90 W, 45.57 FEET,  A POLE IS N 85 E, 74.66
 AA6790'FEET,  A 36 INCH TRI-POPLAR IS N 5 E, 121.58 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1249 ***********************************************************************
 RJ1249  DESIGNATION -  13 C4W 065
 RJ1249  PID         -  RJ1249
 RJ1249  STATE/COUNTY-  MI/CHIPPEWA
 RJ1249  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1249
 RJ1249                         *CURRENT SURVEY CONTROL
 RJ1249  ___________________________________________________________________
 RJ1249* NAD 83(1994)-  46 25 10.87712(N)    084 15 29.84946(W)     ADJUSTED  
 RJ1249* NAVD 88     -       177.1    (meters)     581.     (feet)  VERTCON   
 RJ1249  ___________________________________________________________________
 RJ1249  X           -     440,668.248 (meters)                     COMP
 RJ1249  Y           -  -4,382,642.560 (meters)                     COMP
 RJ1249  Z           -   4,597,632.547 (meters)                     COMP
 RJ1249  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 RJ1249  ELLIP HEIGHT-         140.76  (meters)          (02/03/97) GPS OBS
 RJ1249  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ1249
 RJ1249  HORZ ORDER  -  FIRST
 RJ1249  ELLP ORDER  -  FOURTH    CLASS I
 RJ1249
 RJ1249.The horizontal coordinates were established by GPS observations
 RJ1249.and adjusted by the National Geodetic Survey in February 1997..
 RJ1249
 RJ1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1249
 RJ1249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1249
 RJ1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1249
 RJ1249.The ellipsoidal height was determined by GPS observations
 RJ1249.and is referenced to NAD 83.
 RJ1249
 RJ1249.The geoid height was determined by GEOID03.
 RJ1249
 RJ1249;                    North         East     Units Scale Factor Converg.
 RJ1249;SPC MI N     -   185,515.747 8,210,708.407   MT  0.99990558   +1 58 54.0
 RJ1249;SPC MI N     -   608,647.46 26,938,019.71   iFT  0.99990558   +1 58 54.0
 RJ1249;UTM  16      - 5,144,332.377   710,682.127   MT  1.00014564   +1 59 12.6
 RJ1249
 RJ1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1249!SPC MI N     -   0.99997793  x   0.99990558  =   0.99988352
 RJ1249!UTM  16      -   0.99997793  x   1.00014564  =   1.00012357
 RJ1249
 RJ1249                          SUPERSEDED SURVEY CONTROL
 RJ1249
 RJ1249  NAD 83(1986)-  46 25 10.86860(N)    084 15 29.84757(W) AD(       ) 1
 RJ1249  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) GPS OBS        
 RJ1249
 RJ1249.Superseded values are not recommended for survey control.
 RJ1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1249.See file dsdata.txt to determine how the superseded data were derived.
 RJ1249
 RJ1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1068244332(NAD 83)
 RJ1249_MARKER: DS = TRIANGULATION STATION DISK
 RJ1249_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1249+WITH SETTING: INFORMATION.
 RJ1249_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1249+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1249
 RJ1249  HISTORY     - Date     Condition        Report By
 RJ1249  HISTORY     - 1988     MONUMENTED       USE
 RJ1249
 RJ1249                          STATION DESCRIPTION
 RJ1249
 RJ1249'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1249'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) SOUTHEAST OF SAULT STE
 RJ1249'MARIE, 34.0 KM (21.1 MI) NORTHEAST OF RUDYARD, 54.7 KM (34.0 MI)
 RJ1249'NORTH-NORTHWEST OF DETOUR VILLAGE, IN PART OF LOT 25 IN DAVID EAGLE
 RJ1249'PLAT OF HAY LAKE, SEC 1, T47N-R1E.
 RJ1249'OWNERSHIP---LEO L AND BLANCHE D LALONDE
 RJ1249'
 RJ1249'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1249'EAST FOR
 RJ1249'0.2 KM
 RJ1249'(0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN RIGHT AND GO SOUTH
 RJ1249'FOR 4.8 KM (3.0 MI) ON ASHUM STREET TO 3 MILE ROAD, TURN LEFT AND GO
 RJ1249'EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO M-129, TURN RIGHT AND GO
 RJ1249'SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT AND GO EAST FOR 8.11 KM
 RJ1249'(5.0 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS AREA.  TRAVEL BY BOAT
 RJ1249'DOWNRIVER FOR 1.2 HOURS ALONG THE LITTLE RAPIDS CHANNEL, ON THE
 RJ1249'WEST SIDE OF THE ST MARYS RIVER WHERE THE STATION IS LOCATED.
 RJ1249'
 RJ1249'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-065
 RJ1249'1988---, SET INTO A PVC SLEEVE FLUSH WITH THE
 RJ1249'GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND,
 RJ1249'LOCATED 36.1 METERS (118.5 FT) EAST OF TELEPHONE POLE.
 RJ1249'
 RJ1249'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0303 ***********************************************************************
 MC0303  DESIGNATION -  13 DTSRR
 MC0303  PID         -  MC0303
 MC0303  STATE/COUNTY-  MI/MONROE
 MC0303  USGS QUAD   -  ERIE (1979)
 MC0303
 MC0303                         *CURRENT SURVEY CONTROL
 MC0303  ___________________________________________________________________
 MC0303* NAD 83(1986)-  41 51 16.     (N)    083 25 53.     (W)     SCALED    
 MC0303* NAVD 88     -       179.148  (meters)     587.75   (feet)  ADJUSTED  
 MC0303  ___________________________________________________________________
 MC0303  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 MC0303  DYNAMIC HT  -         179.083 (meters)     587.54  (feet)  COMP
 MC0303  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 MC0303
 MC0303  VERT ORDER  -  FIRST     CLASS I
 MC0303
 MC0303.The horizontal coordinates were scaled from a topographic map and have
 MC0303.an estimated accuracy of +/- 6 seconds.
 MC0303
 MC0303.The orthometric height was determined by differential leveling
 MC0303.and adjusted by the National Geodetic Survey in June 1991..
 MC0303
 MC0303.The geoid height was determined by GEOID03.
 MC0303
 MC0303.The dynamic height is computed by dividing the NAVD 88
 MC0303.geopotential number by the normal gravity value computed on the
 MC0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0303.degrees latitude (g = 980.6199 gals.).
 MC0303
 MC0303.The modeled gravity was interpolated from observed gravity values.
 MC0303
 MC0303;                    North         East    Units  Estimated Accuracy
 MC0303;SPC MI S     -    39,800.    4,077,670.      MT  (+/- 180 meters Scaled)
 MC0303
 MC0303                          SUPERSEDED SURVEY CONTROL
 MC0303
 MC0303  NGVD 29 (??/??/92)  179.330  (m)          588.35   (f) ADJ UNCH    1 1
 MC0303
 MC0303.Superseded values are not recommended for survey control.
 MC0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0303.See file dsdata.txt to determine how the superseded data were derived.
 MC0303
 MC0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG981364(NAD 83)
 MC0303_MARKER: DD = SURVEY DISK
 MC0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0303_SP_SET: BRIDGE
 MC0303_STAMPING: BENCH MARK ELEV NO 13 USC AND G 1899
 MC0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0303
 MC0303  HISTORY     - Date     Condition        Report By
 MC0303  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0303  HISTORY     - 1968     GOOD             NGS
 MC0303  HISTORY     - 1973     GOOD             NGS
 MC0303  HISTORY     - 1983     GOOD             LOCSUR
 MC0303
 MC0303                          STATION DESCRIPTION
 MC0303
 MC0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0303'4.6 MI SW FROM MONROE.
 MC0303'ABOUT 4.6 MILES SOUTHWEST ALONG THE NORTHBOUND TRACK OF THE PENN
 MC0303'CENTRAL FROM THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT
 MC0303'0.15 MILE NORTHEAST OF MILEPOST D 40, ABOUT 5 RAILS SOUTHWEST
 MC0303'OF THE CROSSING OF LA PLAISANCE ROAD, ALONG THE DETROIT AND TOLEDO
 MC0303'SHORE LINE RAILROAD, SET ON THE TOP OF THE SOUTHWEST END OF THE
 MC0303'SOUTHEAST HEAD WALL OF AN ARCHED BRIDGE OVER OTTER CREEK, ABOUT
 MC0303'40 YARDS SOUTHEAST OF THE PENN CENTRAL RAILROAD, 8.6 FEET
 MC0303'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK OF THE
 MC0303'D AND T SL RR AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 MC0303
 MC0303                          STATION RECOVERY (1973)
 MC0303
 MC0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0303'RECOVERED IN GOOD CONDITION.
 MC0303
 MC0303                          STATION RECOVERY (1983)
 MC0303
 MC0303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1416 ***********************************************************************
 NF1416  DESIGNATION -  13001
 NF1416  PID         -  NF1416
 NF1416  STATE/COUNTY-  MI/CALHOUN
 NF1416  USGS QUAD   -  OLIVET (1980)
 NF1416
 NF1416                         *CURRENT SURVEY CONTROL
 NF1416  ___________________________________________________________________
 NF1416* NAD 83(1994)-  42 23 28.11874(N)    084 57 59.60955(W)     ADJUSTED  
 NF1416* NAVD 88     -       286.5    (meters)     940.     (feet)  VERTCON   
 NF1416  ___________________________________________________________________
 NF1416  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 NF1416  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NF1416
 NF1416  HORZ ORDER  -  SECOND
 NF1416
 NF1416.The horizontal coordinates were established by classical geodetic methods
 NF1416.and adjusted by the National Geodetic Survey in February 1997..
 NF1416
 NF1416.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1416
 NF1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1416
 NF1416.The geoid height was determined by GEOID03.
 NF1416
 NF1416;                    North         East     Units Scale Factor Converg.
 NF1416;SPC MI S     -    99,162.280 3,950,607.259   MT  0.99994379   -0 24 29.7
 NF1416;SPC MI S     -   325,335.56 12,961,309.90   iFT  0.99994379   -0 24 29.7
 NF1416;UTM  16      - 4,695,208.808   667,372.816   MT  0.99994468   +1 22 16.5
 NF1416
 NF1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1416!SPC MI S     -   0.99996037  x   0.99994379  =   0.99990417
 NF1416!UTM  16      -   0.99996037  x   0.99994468  =   0.99990506
 NF1416
 NF1416|---------------------------------------------------------------------|
 NF1416| PID    Reference Object                     Distance      Geod. Az  |
 NF1416|                                                           dddmmss.s |
 NF1416| NF1417 13001 MIDOT RM 1 1976                14.634 METERS 03234     |
 NF1416| CG9491 13001 RM 2                           19.180 METERS 17745     |
 NF1416| CG9490 13001 AZ MK                                        3490423.9 |
 NF1416|---------------------------------------------------------------------|
 NF1416
 NF1416                          SUPERSEDED SURVEY CONTROL
 NF1416
 NF1416  NAD 83(1986)-  42 23 28.11711(N)    084 57 59.62718(W) AD(       ) 2
 NF1416  NAD 27      -  42 23 27.97769(N)    084 57 59.66551(W) AD(       ) 2
 NF1416  NGVD 29 (07/19/86)  286.6    (m)          940.     (f) VERT ANG       
 NF1416
 NF1416.Superseded values are not recommended for survey control.
 NF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1416.See file dsdata.txt to determine how the superseded data were derived.
 NF1416
 NF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6737395209(NAD 83)
 NF1416_MARKER: DD = SURVEY DISK
 NF1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1416_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1416+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1416
 NF1416  HISTORY     - Date     Condition        Report By
 NF1416  HISTORY     - 1976     MONUMENTED       MIDH
 NF1416  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 NF1416  HISTORY     - 20050901 GOOD             INDIV
 NF1416
 NF1416                          STATION DESCRIPTION
 NF1416
 NF1416'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1416'THE STATION IS ABOUT 3-1/2 MILES SSW OF OLIVET, 4 MILES WEST AND
 NF1416'1 MILE SOUTH OF LEE CENTER, AND 6-1/2 MILES NORTH OF THE INTERCHANGE
 NF1416'OF I-69 WITH I-96.  IT IS ON THE GARFIELD ROAD BRIDGE OVER I-69 AND
 NF1416'LOCATED ON THE NORTH END OF THE BRIDGE AND THE WEST SIDE OF THE
 NF1416'ROAD.  IT IS IN THE NORTHWEST QUARTER OF SECTION 13 OF CONVIS
 NF1416'TOWNSHIP T1S, R6W CALHOUN COUNTY.
 NF1416'
 NF1416'TO REACH THE STATION FROM OLIVET, GO SOUTH 4.1 MILES FROM THE SOUTH
 NF1416'CITY LIMITS TO GARFIELD ROAD, TURN RIGHT AND GO 2.0 MILES ON
 NF1416'GARFIELD ROAD TO THE OVERPASS AT I-69 AND STATION ON THE RIGHT.
 NF1416'
 NF1416'STATION MARKS ARE 3-1/2 INCH BRONZE DISKS STAMPED STATE OF
 NF1416'MICHIGAN-HCM-13001-1976.  THE SURFACE DISK IS SET IN THE TOP OF A
 NF1416'CYLINDRICAL (12 INCH) CONCRETE MONUMENT FLUSH WITH THE GROUND
 NF1416'SURFACE.  IT IS 5.0 FEET EAST OF THE EAST END OF THE BRIDGE RAIL,
 NF1416'7.0 FEET SOUTH OF A WOVEN WIRE FENCE, 19.0 FEET NORTH OF THE CENTER
 NF1416'OF GARFIELD ROAD, AND 4.0 FEET SOUTH OF THE WITNESS POST.  THE
 NF1416'UNDERGROUND MARK IS SET IN THE TOP OF A MASS OF CONCRETE 42
 NF1416'INCHES BELOW THE GROUND SURFACE.  IT IS STAMPED HCM-FA-ROW-13001,
 NF1416'BEING A 2 INCH BRASS DISK.
 NF1416'
 NF1416'REFERENCE MARK 1, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1416'MICHIGAN-HCM-1976-13001-R. M. 1 IS SET IN THE TOP OF A 12 INCH
 NF1416'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1416'21.3 FEET SOUTH OF A WOVEN WIRE FENCE, 2.3 FEET NORTH OF A STEEL
 NF1416'BEAM GUARDRAIL, AND 19.4 FEET NORTH OF THE CENTER OF GARFIELD
 NF1416'ROAD.
 NF1416'
 NF1416'REFERENCE MARK 2, A 3-1/2 INCH BRASS DISK STAMPED
 NF1416'MDSH AND T-1976-13001-RM 2 IS SET FLUSH WITH THE SURFACE OF THE
 NF1416'GUTTER PAN.  IT IS 17.5 FEET SOUTH OF THE CENTER OF GARFIELD ROAD,
 NF1416'11.0 FEET WEST OF THE EAST END ON THE GUTTER PAN, AND 2.0 FEET NORTH
 NF1416'OF THE STEEL BEAM GUARDRAIL.
 NF1416'
 NF1416'THE AZIMUTH MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1416'MICHIGAN HCM-1976-13001-AZI MARK IS SET IN THE TOP OF A 12 INCH
 NF1416'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1416'45.5 FEET SSE OF A WOVEN WIRE FENCE, 95.0 FEET NORTH OF THE NORTH
 NF1416'EDGE OF NORTH BOUND I-69, AND 3.0 FEET SOUTH OF THE WITNESS POST.
 NF1416'
 NF1416'TO REACH THE AZIMUTH MARK IT IS NECESSARY TO GO BACK TO THE SOUTH
 NF1416'CITY LIMITS OF OLIVET (OLD 27 AT BUTTERFIELD ROAD).  GO WEST 1-1/2
 NF1416'MILES TO THE I-69 INTERCHANGE, THEN SOUTH ON I-69 ABOUT 2 MILES TO
 NF1416'THE AZIMUTH MARK ON THE RIGHT.
 NF1416'
 NF1416'NEAREST TOWN--OLIVET.
 NF1416'
 NF1416'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 NF1416
 NF1416                          STATION RECOVERY (2001)
 NF1416
 NF1416'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 NF1416'MARK NOT FOUND.
 NF1416
 NF1416                          STATION RECOVERY (2005)
 NF1416
 NF1416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1417 ***********************************************************************
 NF1417  DESIGNATION -  13001 MIDOT RM 1 1976
 NF1417  PID         -  NF1417
 NF1417  STATE/COUNTY-  MI/CALHOUN
 NF1417  USGS QUAD   -  OLIVET (1980)
 NF1417
 NF1417                         *CURRENT SURVEY CONTROL
 NF1417  ___________________________________________________________________
 NF1417* NAD 83(1994)-  42 23 28.51844(N)    084 57 59.26517(W)     ADJUSTED  
 NF1417* NAVD 88     -       286.4    (meters)     940.     (feet)  VERTCON   
 NF1417  ___________________________________________________________________
 NF1417  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 NF1417  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NF1417
 NF1417  HORZ ORDER  -  SECOND
 NF1417
 NF1417.The horizontal coordinates were established by classical geodetic methods
 NF1417.and adjusted by the National Geodetic Survey in February 1997..
 NF1417
 NF1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1417
 NF1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1417
 NF1417.The geoid height was determined by GEOID03.
 NF1417
 NF1417;                    North         East     Units Scale Factor Converg.
 NF1417;SPC MI S     -    99,174.556 3,950,615.223   MT  0.99994378   -0 24 29.4
 NF1417;SPC MI S     -   325,375.84 12,961,336.03   iFT  0.99994378   -0 24 29.4
 NF1417;UTM  16      - 4,695,221.325   667,380.396   MT  0.99994471   +1 22 16.7
 NF1417
 NF1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1417!SPC MI S     -   0.99996039  x   0.99994378  =   0.99990417
 NF1417!UTM  16      -   0.99996039  x   0.99994471  =   0.99990510
 NF1417
 NF1417:                Primary Azimuth Mark                     Grid Az
 NF1417:SPC MI S     -  LEE                                      095 14 17.3
 NF1417:UTM  16      -  LEE                                      093 27 31.2
 NF1417
 NF1417|---------------------------------------------------------------------|
 NF1417| PID    Reference Object                     Distance      Geod. Az  |
 NF1417|                                                           dddmmss.s |
 NF1417| NF1421 LEE                                 APPROX. 5.6 KM 0944947.9 |
 NF1417| NF1416 13001                                14.634 METERS 21234     |
 NF1417|---------------------------------------------------------------------|
 NF1417
 NF1417                          SUPERSEDED SURVEY CONTROL
 NF1417
 NF1417  NAD 83(1986)-  42 23 28.51683(N)    084 57 59.28280(W) AD(       ) 2
 NF1417  NAD 27      -  42 23 28.37740(N)    084 57 59.32114(W) AD(       ) 2
 NF1417  NGVD 29 (07/19/86)  286.5    (m)          940.     (f) VERT ANG       
 NF1417
 NF1417.Superseded values are not recommended for survey control.
 NF1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1417.See file dsdata.txt to determine how the superseded data were derived.
 NF1417
 NF1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6738095221(NAD 83)
 NF1417_MARKER: DD = SURVEY DISK
 NF1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1417+STABILITY: SURFACE MOTION
 NF1417
 NF1417  HISTORY     - Date     Condition        Report By
 NF1417  HISTORY     - 1976     MONUMENTED       NGS
 NF1417  HISTORY     - 20011124 GOOD             USPSQD
 NF1417
 NF1417                          STATION DESCRIPTION
 NF1417
 NF1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (PW)
 NF1417'STATION MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1417'MICHIGAN-HCM-1976-13001-R. M. 1, IS SET IN THE TOP OF A 12 INCH
 NF1417'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1417'21.3 FEET SOUTH OF A WOVEN WIRE FENCE, 2.3 FEET NORTH OF A STEEL
 NF1417'BEAM GUARD RAIL AND 19.4 FEET NORTH OF THE CENTER OF GARFIELD ROAD.
 NF1417
 NF1417                          STATION RECOVERY (2001)
 NF1417
 NF1417'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 NF1417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5420 ***********************************************************************
 AA5420  DESIGNATION -  13061
 AA5420  PID         -  AA5420
 AA5420  STATE/COUNTY-  MI/OAKLAND
 AA5420  USGS QUAD   -  CLARKSTON (1983)
 AA5420
 AA5420                         *CURRENT SURVEY CONTROL
 AA5420  ___________________________________________________________________
 AA5420* NAD 83(1994)-  42 42 12.40002(N)    083 26 27.69613(W)     ADJUSTED  
 AA5420* NAVD 88     -       312.0    (meters)    1024.     (feet)  GPS OBS   
 AA5420  ___________________________________________________________________
 AA5420  X           -     536,240.302 (meters)                     COMP
 AA5420  Y           -  -4,663,836.333 (meters)                     COMP
 AA5420  Z           -   4,303,538.332 (meters)                     COMP
 AA5420  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 AA5420  ELLIP HEIGHT-         278.02  (meters)          (07/12/02) GPS OBS
 AA5420  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 AA5420
 AA5420  HORZ ORDER  -  FIRST
 AA5420  ELLP ORDER  -  FOURTH    CLASS I
 AA5420
 AA5420.The horizontal coordinates were established by GPS observations
 AA5420.and adjusted by the National Geodetic Survey in February 1997..
 AA5420
 AA5420.The orthometric height was determined by GPS observations and a
 AA5420.high-resolution geoid model.
 AA5420
 AA5420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5420
 AA5420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5420
 AA5420.The ellipsoidal height was determined by GPS observations
 AA5420.and is referenced to NAD 83.
 AA5420
 AA5420.The geoid height was determined by GEOID03.
 AA5420
 AA5420;                    North         East     Units Scale Factor Converg.
 AA5420;SPC MI S     -   134,092.132 4,075,831.339   MT  0.99991188   +0 37 47.7
 AA5420;SPC MI S     -   439,934.82 13,372,150.06   iFT  0.99991188   +0 37 47.7
 AA5420;UTM  17      - 4,730,772.885   300,076.810   MT  1.00009176   -1 39 21.8
 AA5420
 AA5420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5420!SPC MI S     -   0.99995640  x   0.99991188  =   0.99986828
 AA5420!UTM  17      -   0.99995640  x   1.00009176  =   1.00004816
 AA5420
 AA5420                          SUPERSEDED SURVEY CONTROL
 AA5420
 AA5420  ELLIP H (02/03/97)  278.05   (m)                       GP(       ) 4 1
 AA5420  NAD 83(1986)-  42 42 12.40320(N)    083 26 27.72583(W) AD(       ) 1
 AA5420
 AA5420.Superseded values are not recommended for survey control.
 AA5420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5420.See file dsdata.txt to determine how the superseded data were derived.
 AA5420
 AA5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0007730773(NAD 83)
 AA5420_MARKER: A = ALUMINUM MARKER
 AA5420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5420_STAMPING: 13061
 AA5420_MARK LOGO: WADTRI
 AA5420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5420+STABILITY: SURFACE MOTION
 AA5420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5420+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 AA5420
 AA5420  HISTORY     - Date     Condition        Report By
 AA5420  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5420  HISTORY     - 20010806 GOOD             NGS
 AA5420  HISTORY     - 20010815 GOOD             NGS
 AA5420  HISTORY     - 20020601 GOOD             INDIV
 AA5420  HISTORY     - 20030430 GOOD             ROWEIN
 AA5420  HISTORY     - 20060105 MARK NOT FOUND   INDIV
 AA5420
 AA5420                          STATION DESCRIPTION
 AA5420
 AA5420'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5420'M-59 TO WILLIAMS LAKE ROAD, THENCE NORTH 1.55 MILES (2.49 KM) ALONG
 AA5420'WILLIAMS LAKE ROAD TO MACEDAY ROAD, THENCE NORTH 1.05 MILES (1.69 KM)
 AA5420'ALONG MACEDAY ROAD TO NELSEY ROAD, THENCE NORTH 0.7 MILES (1.1 KM)
 AA5420'ALONG NELSEY ROAD TO ANDERSONVILLE ROAD, THENCE EAST ON ANDERSONVILLE
 AA5420'ROAD 211.5 FEET (64.5 M) TO THE MONUMENT AT THE SOUTH SIDE OF
 AA5420'ANDERSONVILLE ROAD.  THE MONUMENT IS 34.5 FEET (10.5 M) SOUTH OF THE
 AA5420'CENTERLINE OF ANDERSONVILLE ROAD, 7.5 FEET (2.3 M) NORTH OF CEMETERY
 AA5420'CHAIN LINK FENCE, 95.5 FEET (29.1 M) SOUTH WEST OF A 36 INCH OAK TREE,
 AA5420'138.5 FEET (42.2 M) SOUTH EAST OF A POWER POLE, AND 2 FEET (0.6 M)
 AA5420'HIGHER THAN ANDERSONVILLE ROAD.
 AA5420
 AA5420                          STATION RECOVERY (2001)
 AA5420
 AA5420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5420
 AA5420                          STATION RECOVERY (2001)
 AA5420
 AA5420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5420
 AA5420                          STATION RECOVERY (2002)
 AA5420
 AA5420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5420'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5420'FOUND THIS CORNER TO BE GOOD.
 AA5420
 AA5420                          STATION RECOVERY (2003)
 AA5420
 AA5420'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 AA5420'FOUND ON THE SOUTH SIDE OF ANDERSONVILLE RD, 7.3 FT NORTH OF A CHAIN
 AA5420'LINK FENCE, AND 215 FT +/- EAST OF CENTERLINE OF WHITE LAKE RD.
 AA5420
 AA5420                          STATION RECOVERY (2006)
 AA5420
 AA5420'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5420'DISTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1340 ***********************************************************************
 MD1340  DESIGNATION -  131 1/2
 MD1340  PID         -  MD1340
 MD1340  STATE/COUNTY-  MI/CASS
 MD1340  USGS QUAD   -  VANDALIA (1981)
 MD1340
 MD1340                         *CURRENT SURVEY CONTROL
 MD1340  ___________________________________________________________________
 MD1340* NAD 83(1986)-  41 59 09.     (N)    085 52 35.     (W)     SCALED    
 MD1340* NAVD 88     -       275.953  (meters)     905.36   (feet)  ADJUSTED  
 MD1340  ___________________________________________________________________
 MD1340  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1340  DYNAMIC HT  -         275.858 (meters)     905.04  (feet)  COMP
 MD1340  MODELED GRAV-     980,270.0   (mgal)                       NAVD 88
 MD1340
 MD1340  VERT ORDER  -  SECOND    CLASS 0
 MD1340
 MD1340.The horizontal coordinates were scaled from a topographic map and have
 MD1340.an estimated accuracy of +/- 6 seconds.
 MD1340
 MD1340.The orthometric height was determined by differential leveling
 MD1340.and adjusted by the National Geodetic Survey in June 1991..
 MD1340
 MD1340.The geoid height was determined by GEOID03.
 MD1340
 MD1340.The dynamic height is computed by dividing the NAVD 88
 MD1340.geopotential number by the normal gravity value computed on the
 MD1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1340.degrees latitude (g = 980.6199 gals.).
 MD1340
 MD1340.The modeled gravity was interpolated from observed gravity values.
 MD1340
 MD1340;                    North         East    Units  Estimated Accuracy
 MD1340;SPC MI S     -    55,090.    3,874,890.      MT  (+/- 180 meters Scaled)
 MD1340
 MD1340                          SUPERSEDED SURVEY CONTROL
 MD1340
 MD1340  NGVD 29 (??/??/92)  276.084  (m)          905.79   (f) ADJ UNCH    2 0
 MD1340
 MD1340.Superseded values are not recommended for survey control.
 MD1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1340.See file dsdata.txt to determine how the superseded data were derived.
 MD1340
 MD1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM930488(NAD 83)
 MD1340_MARKER: DB = BENCH MARK DISK
 MD1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1340_STAMPING: BM 131-1/2
 MD1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1340+STABILITY: SURFACE MOTION
 MD1340
 MD1340  HISTORY     - Date     Condition        Report By
 MD1340  HISTORY     - UNK      MONUMENTED       GTWRR
 MD1340  HISTORY     - 1934     GOOD             NGS
 MD1340  HISTORY     - 1977     MARK NOT FOUND   USGS
 MD1340
 MD1340                          STATION DESCRIPTION
 MD1340
 MD1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD1340'AT WAKELEE.
 MD1340'AT WAKELEE, CASS COUNTY, ON THE GRAND TRUNK RAILWAY, 60 YARDS
 MD1340'NORTHEAST OF THE STATION, 27 YARDS EAST OF THE CENTERLINE OF A
 MD1340'GRAVEL ROAD, 25 FEET NORTHWEST OF THE NORTH RAIL, 1 FOOT SOUTH OF
 MD1340'THE RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TOP OF RAIL.  A
 MD1340'GRAND TRUNK RAILWAY STANDARD DISK, STAMPED B.M. 131-1/2 IN AND SET IN
 MD1340'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 MD1340
 MD1340                          STATION RECOVERY (1977)
 MD1340
 MD1340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MD1340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1356 ***********************************************************************
 RL1356  DESIGNATION -  1331.4
 RL1356  PID         -  RL1356
 RL1356  STATE/COUNTY-  MI/ONTONAGON
 RL1356  USGS QUAD   -  GOGEBIC (1982)
 RL1356
 RL1356                         *CURRENT SURVEY CONTROL
 RL1356  ___________________________________________________________________
 RL1356* NAD 83(1986)-  46 37 16.     (N)    089 34 24.     (W)     SCALED    
 RL1356* NAVD 88     -       405.817  (meters)    1331.42   (feet)  ADJUSTED  
 RL1356  ___________________________________________________________________
 RL1356  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1356  DYNAMIC HT  -         405.854 (meters)    1331.54  (feet)  COMP
 RL1356  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 RL1356
 RL1356  VERT ORDER  -  SECOND    CLASS 0
 RL1356
 RL1356.The horizontal coordinates were scaled from a topographic map and have
 RL1356.an estimated accuracy of +/- 6 seconds.
 RL1356
 RL1356.The orthometric height was determined by differential leveling
 RL1356.and adjusted by the National Geodetic Survey in June 1991..
 RL1356
 RL1356.The geoid height was determined by GEOID03.
 RL1356
 RL1356.The dynamic height is computed by dividing the NAVD 88
 RL1356.geopotential number by the normal gravity value computed on the
 RL1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1356.degrees latitude (g = 980.6199 gals.).
 RL1356
 RL1356.The modeled gravity was interpolated from observed gravity values.
 RL1356
 RL1356;                    North         East    Units  Estimated Accuracy
 RL1356;SPC MI N     -   207,460.    7,802,950.      MT  (+/- 180 meters Scaled)
 RL1356
 RL1356                          SUPERSEDED SURVEY CONTROL
 RL1356
 RL1356  NGVD 29 (??/??/92)  405.832  (m)         1331.47   (f) ADJ UNCH    2 0
 RL1356
 RL1356.Superseded values are not recommended for survey control.
 RL1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1356.See file dsdata.txt to determine how the superseded data were derived.
 RL1356
 RL1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029662(NAD 83)
 RL1356_MARKER: Z = SEE DESCRIPTION
 RL1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1356_SP_SET: CULVERT
 RL1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1356
 RL1356  HISTORY     - Date     Condition        Report By
 RL1356  HISTORY     - UNK      MONUMENTED       USGS
 RL1356  HISTORY     - 1948     GOOD             NGS
 RL1356  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1356  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1356  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1356
 RL1356                          STATION DESCRIPTION
 RL1356
 RL1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1356'2 MI N FROM BERGLAND.
 RL1356'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1356'STATE HIGHWAY 28 AT BERGLAND, AT THE JUNCTION OF A ROAD NORTH AND
 RL1356'A RIGHT ANGLE TURN IN THE HIGHWAY WITH TANGENTS EAST AND SOUTH,
 RL1356'A PAINTED SQUARE ON THE TOP OF THE WEST END OF A 12-INCH METAL
 RL1356'PIPE CULVERT ON SOUTH TANGENT OF HIGHWAY, 20 FEET WEST OF THE SOUTH
 RL1356'TANGENT, 26 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE EAST
 RL1356'TANGENT AND 2 FEET BELOW THE HIGHWAY.
 RL1356
 RL1356                          STATION RECOVERY (1987)
 RL1356
 RL1356'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1356'MARK NOT FOUND.
 RL1356
 RL1356                          STATION RECOVERY (1995)
 RL1356
 RL1356'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1356'MARK NOT FOUND.
 RL1356
 RL1356                          STATION RECOVERY (2004)
 RL1356
 RL1356'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0219 ***********************************************************************
 RJ0219  DESIGNATION -  135
 RJ0219  PID         -  RJ0219
 RJ0219  STATE/COUNTY-  MI/CHIPPEWA
 RJ0219  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0219
 RJ0219                         *CURRENT SURVEY CONTROL
 RJ0219  ___________________________________________________________________
 RJ0219* NAD 83(1986)-  46 24 16.     (N)    084 12 23.     (W)     SCALED    
 RJ0219* NAVD 88     -       186.504  (meters)     611.89   (feet)  ADJUSTED  
 RJ0219  ___________________________________________________________________
 RJ0219  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0219  DYNAMIC HT  -         186.514 (meters)     611.92  (feet)  COMP
 RJ0219  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0219
 RJ0219  VERT ORDER  -  FIRST     CLASS I
 RJ0219
 RJ0219.The horizontal coordinates were scaled from a topographic map and have
 RJ0219.an estimated accuracy of +/- 6 seconds.
 RJ0219
 RJ0219.The orthometric height was determined by differential leveling
 RJ0219.and adjusted by the National Geodetic Survey in June 1991..
 RJ0219
 RJ0219.The geoid height was determined by GEOID03.
 RJ0219
 RJ0219.The dynamic height is computed by dividing the NAVD 88
 RJ0219.geopotential number by the normal gravity value computed on the
 RJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0219.degrees latitude (g = 980.6199 gals.).
 RJ0219
 RJ0219.The modeled gravity was interpolated from observed gravity values.
 RJ0219
 RJ0219;                    North         East    Units  Estimated Accuracy
 RJ0219;SPC MI N     -   183,960.    8,214,760.      MT  (+/- 180 meters Scaled)
 RJ0219
 RJ0219                          SUPERSEDED SURVEY CONTROL
 RJ0219
 RJ0219  NGVD 29 (??/??/92)  186.489  (m)          611.84   (f) ADJ UNCH    1 1
 RJ0219
 RJ0219.Superseded values are not recommended for survey control.
 RJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0219.See file dsdata.txt to determine how the superseded data were derived.
 RJ0219
 RJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147427(NAD 83)
 RJ0219_MARKER: Z = SEE DESCRIPTION
 RJ0219_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0219+WITH SETTING: INTO GROUND
 RJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0219+STABILITY: SURFACE MOTION
 RJ0219
 RJ0219  HISTORY     - Date     Condition        Report By
 RJ0219  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0219  HISTORY     - 1969     GOOD             USLS
 RJ0219  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0219
 RJ0219                          STATION DESCRIPTION
 RJ0219
 RJ0219'DESCRIBED BY US LAKE SURVEY 1969
 RJ0219'AT SUGAR ISLAND.
 RJ0219'135 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0219'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO
 RJ0219'1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO
 RJ0219'3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO
 RJ0219'1.0 MILE SOUTH TO VICINITY OF THE MARK IN SOUTHEAST CORNER
 RJ0219'OF INTERSECTION, 66 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 RJ0219'39 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, 37.7 FEET
 RJ0219'SOUTHEAST OF UTILITY POLE NO. SU 1-135, 1 FOOT BELOW THE GROUND
 RJ0219'SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0219'COPPER-COATED STEEL ROD, 8 FEET LONG.
 RJ0219
 RJ0219                          STATION RECOVERY (1983)
 RJ0219
 RJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0219'NOT RECOVERED.  DESCRIPTION NOT ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1353 ***********************************************************************
 RL1353  DESIGNATION -  1354.8
 RL1353  PID         -  RL1353
 RL1353  STATE/COUNTY-  MI/ONTONAGON
 RL1353  USGS QUAD   -  GOGEBIC (1982)
 RL1353
 RL1353                         *CURRENT SURVEY CONTROL
 RL1353  ___________________________________________________________________
 RL1353* NAD 83(1986)-  46 36 09.     (N)    089 34 24.     (W)     SCALED    
 RL1353* NAVD 88     -       412.964  (meters)    1354.87   (feet)  ADJUSTED  
 RL1353  ___________________________________________________________________
 RL1353  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 RL1353  DYNAMIC HT  -         412.997 (meters)    1354.97  (feet)  COMP
 RL1353  MODELED GRAV-     980,682.5   (mgal)                       NAVD 88
 RL1353
 RL1353  VERT ORDER  -  SECOND    CLASS 0
 RL1353
 RL1353.The horizontal coordinates were scaled from a topographic map and have
 RL1353.an estimated accuracy of +/- 6 seconds.
 RL1353
 RL1353.The orthometric height was determined by differential leveling
 RL1353.and adjusted by the National Geodetic Survey in June 1991..
 RL1353
 RL1353.The geoid height was determined by GEOID03.
 RL1353
 RL1353.The dynamic height is computed by dividing the NAVD 88
 RL1353.geopotential number by the normal gravity value computed on the
 RL1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1353.degrees latitude (g = 980.6199 gals.).
 RL1353
 RL1353.The modeled gravity was interpolated from observed gravity values.
 RL1353
 RL1353;                    North         East    Units  Estimated Accuracy
 RL1353;SPC MI N     -   205,390.    7,802,890.      MT  (+/- 180 meters Scaled)
 RL1353
 RL1353                          SUPERSEDED SURVEY CONTROL
 RL1353
 RL1353  NGVD 29 (??/??/92)  412.976  (m)         1354.91   (f) ADJ UNCH    2 0
 RL1353
 RL1353.Superseded values are not recommended for survey control.
 RL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1353.See file dsdata.txt to determine how the superseded data were derived.
 RL1353
 RL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029642(NAD 83)
 RL1353_MARKER: Z = SEE DESCRIPTION
 RL1353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1353_SP_SET: CULVERT
 RL1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1353
 RL1353  HISTORY     - Date     Condition        Report By
 RL1353  HISTORY     - UNK      MONUMENTED       USGS
 RL1353  HISTORY     - 1948     GOOD             NGS
 RL1353  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1353  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1353  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1353
 RL1353                          STATION DESCRIPTION
 RL1353
 RL1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1353'0.7 MI N FROM BERGLAND.
 RL1353'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1353'STATE HIGHWAY 28 AT BERGLAND, 20 FEET WEST OF THE CENTER LINE OF THE
 RL1353'HIGHWAY, 36 FEET SOUTH OF THE PROLONGED CENTER LINE OF A FARM LANE
 RL1353'LEADING EAST TO A FARM HOUSE AND PAINTED ON THE TOP OF THE WEST END
 RL1353'OF AN 18-INCH METAL PIPE CULVERT ABOUT LEVEL WITH THE HIGHWAY.
 RL1353
 RL1353                          STATION RECOVERY (1987)
 RL1353
 RL1353'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1353'MARK NOT FOUND.
 RL1353
 RL1353                          STATION RECOVERY (1995)
 RL1353
 RL1353'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1353'MARK NOT FOUND.
 RL1353
 RL1353                          STATION RECOVERY (2004)
 RL1353
 RL1353'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1354 ***********************************************************************
 RL1354  DESIGNATION -  1355.4
 RL1354  PID         -  RL1354
 RL1354  STATE/COUNTY-  MI/ONTONAGON
 RL1354  USGS QUAD   -  GOGEBIC (1982)
 RL1354
 RL1354                         *CURRENT SURVEY CONTROL
 RL1354  ___________________________________________________________________
 RL1354* NAD 83(1986)-  46 36 23.     (N)    089 34 23.     (W)     SCALED    
 RL1354* NAVD 88     -       413.136  (meters)    1355.43   (feet)  ADJUSTED  
 RL1354  ___________________________________________________________________
 RL1354  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RL1354  DYNAMIC HT  -         413.171 (meters)    1355.55  (feet)  COMP
 RL1354  MODELED GRAV-     980,684.4   (mgal)                       NAVD 88
 RL1354
 RL1354  VERT ORDER  -  SECOND    CLASS 0
 RL1354
 RL1354.The horizontal coordinates were scaled from a topographic map and have
 RL1354.an estimated accuracy of +/- 6 seconds.
 RL1354
 RL1354.The orthometric height was determined by differential leveling
 RL1354.and adjusted by the National Geodetic Survey in June 1991..
 RL1354
 RL1354.The geoid height was determined by GEOID03.
 RL1354
 RL1354.The dynamic height is computed by dividing the NAVD 88
 RL1354.geopotential number by the normal gravity value computed on the
 RL1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1354.degrees latitude (g = 980.6199 gals.).
 RL1354
 RL1354.The modeled gravity was interpolated from observed gravity values.
 RL1354
 RL1354;                    North         East    Units  Estimated Accuracy
 RL1354;SPC MI N     -   205,820.    7,802,920.      MT  (+/- 180 meters Scaled)
 RL1354
 RL1354                          SUPERSEDED SURVEY CONTROL
 RL1354
 RL1354  NGVD 29 (??/??/92)  413.149  (m)         1355.47   (f) ADJ UNCH    2 0
 RL1354
 RL1354.Superseded values are not recommended for survey control.
 RL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1354.See file dsdata.txt to determine how the superseded data were derived.
 RL1354
 RL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029646(NAD 83)
 RL1354_MARKER: Z = SEE DESCRIPTION
 RL1354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1354_SP_SET: CULVERT
 RL1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1354
 RL1354  HISTORY     - Date     Condition        Report By
 RL1354  HISTORY     - UNK      MONUMENTED       USGS
 RL1354  HISTORY     - 1948     GOOD             NGS
 RL1354  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1354  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1354
 RL1354                          STATION DESCRIPTION
 RL1354
 RL1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1354'1 MI N FROM BERGLAND.
 RL1354'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1354'STATE HIGHWAY 28 AT BERGLAND, AT THE JUNCTION OF A SIDE ROAD WEST,
 RL1354'21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTH OF
 RL1354'THE PROLONGED CENTER LINE OF THE SIDE ROAD, 29 FEET NORTH OF A
 RL1354'TELEPHONE POLE AND PAINTED ON THE EAST END OF A 12-INCH METAL PIPE
 RL1354'CULVERT AND ABOUT 1 FOOT BELOW THE HIGHWAY.
 RL1354
 RL1354                          STATION RECOVERY (1987)
 RL1354
 RL1354'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1354'MARK NOT FOUND.
 RL1354
 RL1354                          STATION RECOVERY (1995)
 RL1354
 RL1354'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0535 ***********************************************************************
 RL0535  DESIGNATION -  1366
 RL0535  PID         -  RL0535
 RL0535  STATE/COUNTY-  MI/HOUGHTON
 RL0535  USGS QUAD   -  SIDNAW (1985)
 RL0535
 RL0535                         *CURRENT SURVEY CONTROL
 RL0535  ___________________________________________________________________
 RL0535* NAD 83(1986)-  46 30 43.     (N)    088 43 48.     (W)     SCALED    
 RL0535* NAVD 88     -       417.370  (meters)    1369.32   (feet)  ADJUSTED  
 RL0535  ___________________________________________________________________
 RL0535  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 RL0535  DYNAMIC HT  -         417.381 (meters)    1369.36  (feet)  COMP
 RL0535  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RL0535
 RL0535  VERT ORDER  -  FIRST     CLASS II
 RL0535
 RL0535.The horizontal coordinates were scaled from a topographic map and have
 RL0535.an estimated accuracy of +/- 6 seconds.
 RL0535
 RL0535.The orthometric height was determined by differential leveling
 RL0535.and adjusted by the National Geodetic Survey in June 1991..
 RL0535.WARNING-Repeat measurements at this control monument indicate possible
 RL0535.vertical movement.
 RL0535
 RL0535.The geoid height was determined by GEOID03.
 RL0535
 RL0535.The dynamic height is computed by dividing the NAVD 88
 RL0535.geopotential number by the normal gravity value computed on the
 RL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0535.degrees latitude (g = 980.6199 gals.).
 RL0535
 RL0535.The modeled gravity was interpolated from observed gravity values.
 RL0535
 RL0535;                    North         East    Units  Estimated Accuracy
 RL0535;SPC MI N     -   193,570.    7,867,250.      MT  (+/- 180 meters Scaled)
 RL0535
 RL0535                          SUPERSEDED SURVEY CONTROL
 RL0535
 RL0535  NGVD 29 (??/??/92)  417.38   (m)         1369.4    (f) COMPUTED    1 2
 RL0535
 RL0535.Superseded values are not recommended for survey control.
 RL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0535.See file dsdata.txt to determine how the superseded data were derived.
 RL0535
 RL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS672523(NAD 83)
 RL0535_MARKER: Z = SEE DESCRIPTION
 RL0535_SETTING: 0 = UNSPECIFIED SETTING
 RL0535_STAMPING: 1366
 RL0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0535
 RL0535  HISTORY     - Date     Condition        Report By
 RL0535  HISTORY     - UNK      MONUMENTED       CGS
 RL0535  HISTORY     - 1934     GOOD             NGS
 RL0535
 RL0535                          STATION DESCRIPTION
 RL0535
 RL0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RL0535'1.3 MI NW FROM SIDNAW.
 RL0535'90 FEET WEST OF YARD LIMIT SIGNBOARD, 36 FEET SOUTH OF CENTER
 RL0535'OF TRACK, 1 MILE WEST OF MP 363 ON THE CHICAGO MILWAUKEE ST PAUL
 RL0535'AND PACIFIC RR, 5 FEET NORTH OF SOUTH EDGE OF 150-FOOT LONGFILL,
 RL0535'25 FEET NORTHWEST OF 10 IN FIR TREE, 8 IN ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0557 ***********************************************************************
 NF0557  DESIGNATION -  138 1/2
 NF0557  PID         -  NF0557
 NF0557  STATE/COUNTY-  MI/CASS
 NF0557  USGS QUAD   -  MARCELLUS (1981)
 NF0557
 NF0557                         *CURRENT SURVEY CONTROL
 NF0557  ___________________________________________________________________
 NF0557* NAD 83(1986)-  42 03 01.     (N)    085 46 15.     (W)     SCALED    
 NF0557* NAVD 88     -       272.207  (meters)     893.07   (feet)  ADJUSTED  
 NF0557  ___________________________________________________________________
 NF0557  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NF0557  DYNAMIC HT  -         272.116 (meters)     892.77  (feet)  COMP
 NF0557  MODELED GRAV-     980,280.3   (mgal)                       NAVD 88
 NF0557
 NF0557  VERT ORDER  -  SECOND    CLASS 0
 NF0557
 NF0557.The horizontal coordinates were scaled from a topographic map and have
 NF0557.an estimated accuracy of +/- 6 seconds.
 NF0557
 NF0557.The orthometric height was determined by differential leveling
 NF0557.and adjusted by the National Geodetic Survey in June 1991..
 NF0557
 NF0557.The geoid height was determined by GEOID03.
 NF0557
 NF0557.The dynamic height is computed by dividing the NAVD 88
 NF0557.geopotential number by the normal gravity value computed on the
 NF0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0557.degrees latitude (g = 980.6199 gals.).
 NF0557
 NF0557.The modeled gravity was interpolated from observed gravity values.
 NF0557
 NF0557;                    North         East    Units  Estimated Accuracy
 NF0557;SPC MI S     -    62,090.    3,883,760.      MT  (+/- 180 meters Scaled)
 NF0557
 NF0557                          SUPERSEDED SURVEY CONTROL
 NF0557
 NF0557  NGVD 29 (??/??/92)  272.340  (m)          893.50   (f) ADJ UNCH    2 0
 NF0557
 NF0557.Superseded values are not recommended for survey control.
 NF0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0557.See file dsdata.txt to determine how the superseded data were derived.
 NF0557
 NF0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM017560(NAD 83)
 NF0557_MARKER: DD = SURVEY DISK
 NF0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0557_STAMPING: BM 138 1/2
 NF0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0557+STABILITY: SURFACE MOTION
 NF0557
 NF0557  HISTORY     - Date     Condition        Report By
 NF0557  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0557  HISTORY     - 1934     GOOD             NGS
 NF0557  HISTORY     - 20041216 GOOD             MIDT
 NF0557
 NF0557                          STATION DESCRIPTION
 NF0557
 NF0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0557'2.7 MI NE FROM MARCELLUS.
 NF0557'2.7 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0557'MARCELLUS, CASS COUNTY, 0.7 MILE SOUTHWEST OF A ROAD CROSSING,
 NF0557'15 YARDS NORTHWEST OF THE WEST RAIL, 1.5 FEET SOUTHEAST OF THE
 NF0557'RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE TOP OF THE
 NF0557'RAIL.  A GRAND TRUNK WESTERN RAILROAD STANDARD DISK, STAMPED
 NF0557'B.M. 138 1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0557'6 INCHES ABOVE GROUND.
 NF0557
 NF0557                          STATION RECOVERY (2004)
 NF0557
 NF0557'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (GRH)
 NF0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0559 ***********************************************************************
 NF0559  DESIGNATION -  139 1/2
 NF0559  PID         -  NF0559
 NF0559  STATE/COUNTY-  MI/ST JOSEPH
 NF0559  USGS QUAD   -  MARCELLUS (1981)
 NF0559
 NF0559                         *CURRENT SURVEY CONTROL
 NF0559  ___________________________________________________________________
 NF0559* NAD 83(1986)-  42 03 33.     (N)    085 45 19.     (W)     SCALED    
 NF0559* NAVD 88     -       267.599  (meters)     877.95   (feet)  ADJUSTED  
 NF0559  ___________________________________________________________________
 NF0559  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NF0559  DYNAMIC HT  -         267.510 (meters)     877.66  (feet)  COMP
 NF0559  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NF0559
 NF0559  VERT ORDER  -  SECOND    CLASS 0
 NF0559
 NF0559.The horizontal coordinates were scaled from a topographic map and have
 NF0559.an estimated accuracy of +/- 6 seconds.
 NF0559
 NF0559.The orthometric height was determined by differential leveling
 NF0559.and adjusted by the National Geodetic Survey in June 1991..
 NF0559
 NF0559.The geoid height was determined by GEOID03.
 NF0559
 NF0559.The dynamic height is computed by dividing the NAVD 88
 NF0559.geopotential number by the normal gravity value computed on the
 NF0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0559.degrees latitude (g = 980.6199 gals.).
 NF0559
 NF0559.The modeled gravity was interpolated from observed gravity values.
 NF0559
 NF0559;                    North         East    Units  Estimated Accuracy
 NF0559;SPC MI S     -    63,060.    3,885,060.      MT  (+/- 180 meters Scaled)
 NF0559
 NF0559                          SUPERSEDED SURVEY CONTROL
 NF0559
 NF0559  NGVD 29 (??/??/92)  267.733  (m)          878.39   (f) ADJ UNCH    2 0
 NF0559
 NF0559.Superseded values are not recommended for survey control.
 NF0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0559.See file dsdata.txt to determine how the superseded data were derived.
 NF0559
 NF0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM029570(NAD 83)
 NF0559_MARKER: DD = SURVEY DISK
 NF0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0559_STAMPING: BM 139 1/2
 NF0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0559+STABILITY: SURFACE MOTION
 NF0559
 NF0559  HISTORY     - Date     Condition        Report By
 NF0559  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0559  HISTORY     - 1934     GOOD             NGS
 NF0559  HISTORY     - 20000816 GOOD             MI-159
 NF0559  HISTORY     - 20000816 GOOD             MI-159
 NF0559
 NF0559                          STATION DESCRIPTION
 NF0559
 NF0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0559'0.8 MI SW FROM CHAMBERLAINS.
 NF0559'0.8 MILE SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0559'CHAMBERLAINS, ST. JOSEPH COUNTY, 40 FEET NORTHWEST OF THE WEST
 NF0559'RAIL, BETWEEN TWO SMALL GROVES OF TREES, 24 FEET SOUTHEAST OF
 NF0559'THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE TOP OF THE
 NF0559'RAIL.  A GRAND TRUNK WESTERN RAILROAD STANDARD DISK, STAMPED
 NF0559'B.M. 139 1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0559'6 INCHES ABOVE GROUND.
 NF0559
 NF0559                          STATION RECOVERY (2000)
 NF0559
 NF0559'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0559'COULD BE USED FOR GPS WITH TRIMMING.
 NF0559
 NF0559                          STATION RECOVERY (2000)
 NF0559
 NF0559'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0559'DISK STAMPED 139 1/2.
 NF0559'THIS IS LOCATED IN ST JOSEPH COUNTY.
 NF0559'COULD BE USED FOR GPS WITH TRIMMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6823 ***********************************************************************
 AA6823  DESIGNATION -  14 1
 AA6823  PID         -  AA6823
 AA6823  STATE/COUNTY-  MI/WAYNE
 AA6823  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6823
 AA6823                         *CURRENT SURVEY CONTROL
 AA6823  ___________________________________________________________________
 AA6823* NAD 83(1994)-  42 13 34.73296(N)    083 16 44.49476(W)     ADJUSTED  
 AA6823* NAVD 88     -       189.3    (meters)     621.     (feet)  GPS OBS   
 AA6823  ___________________________________________________________________
 AA6823  X           -     553,602.166 (meters)                     COMP
 AA6823  Y           -  -4,697,749.239 (meters)                     COMP
 AA6823  Z           -   4,264,355.808 (meters)                     COMP
 AA6823  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AA6823  ELLIP HEIGHT-         154.83  (meters)          (07/12/02) GPS OBS
 AA6823  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AA6823
 AA6823  HORZ ORDER  -  FIRST
 AA6823  ELLP ORDER  -  FOURTH    CLASS I
 AA6823
 AA6823.The horizontal coordinates were established by GPS observations
 AA6823.and adjusted by the National Geodetic Survey in February 1997..
 AA6823
 AA6823.The orthometric height was determined by GPS observations and a
 AA6823.high-resolution geoid model.
 AA6823
 AA6823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6823
 AA6823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6823
 AA6823.The ellipsoidal height was determined by GPS observations
 AA6823.and is referenced to NAD 83.
 AA6823
 AA6823.The geoid height was determined by GEOID03.
 AA6823
 AA6823;                    North         East     Units Scale Factor Converg.
 AA6823;SPC MI S     -    81,257.923 4,089,786.859   MT  0.99997249   +0 44 24.6
 AA6823;SPC MI S     -   266,594.24 13,417,935.89   iFT  0.99997249   +0 44 24.6
 AA6823;UTM  17      - 4,677,418.759   311,921.840   MT  1.00003526   -1 31 55.5
 AA6823
 AA6823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6823!SPC MI S     -   0.99997572  x   0.99997249  =   0.99994821
 AA6823!UTM  17      -   0.99997572  x   1.00003526  =   1.00001098
 AA6823
 AA6823                          SUPERSEDED SURVEY CONTROL
 AA6823
 AA6823  ELLIP H (02/03/97)  154.87   (m)                       GP(       ) 4 1
 AA6823  NAD 83(1986)-  42 13 34.74007(N)    083 16 44.52331(W) AD(       ) 1
 AA6823
 AA6823.Superseded values are not recommended for survey control.
 AA6823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6823.See file dsdata.txt to determine how the superseded data were derived.
 AA6823
 AA6823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1192277419(NAD 83)
 AA6823_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6823_STAMPING: 14-1 1994
 AA6823_MARK LOGO: MI-163
 AA6823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6823+STABILITY: SURFACE MOTION
 AA6823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6823+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AA6823
 AA6823  HISTORY     - Date     Condition        Report By
 AA6823  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6823  HISTORY     - 20050501 GOOD             INDIV
 AA6823
 AA6823                          STATION DESCRIPTION
 AA6823
 AA6823'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6823'STATION IS LOCATED IN TAYLOR, MICHIGAN ON GODDARD ROAD AT WESTLAKE
 AA6823'STREET. TO REACH FROM THE INTERSECTION OF US-24 (TELEGRAPH ROAD) AND
 AA6823'GODDARD ROAD PROCEED WEST 0.5 MILESON GODDARD TO WESTLAKE STREET AND
 AA6823'THE STATION IN THE NORTHEAST QUADRANT. THE STATION IS A BRASS "WAYNE
 AA6823'COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6823'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF GODDARD ROAD IS S 0
 AA6823'E, 39.44 FEET, CENTERLINE OF WESTLAKE IS N 90 W, 45.36 FEET,   SOUTH
 AA6823'EDGE OF WALK IS N 0 W, 15.03 FEET,  A LIGHT POLE IS S 80 E, 15.37
 AA6823'FEET.
 AA6823
 AA6823                          STATION RECOVERY (2005)
 AA6823
 AA6823'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6813 ***********************************************************************
 AA6813  DESIGNATION -  14 2
 AA6813  PID         -  AA6813
 AA6813  STATE/COUNTY-  MI/WAYNE
 AA6813  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6813
 AA6813                         *CURRENT SURVEY CONTROL
 AA6813  ___________________________________________________________________
 AA6813* NAD 83(1994)-  42 11 01.59597(N)    083 15 29.15032(W)     ADJUSTED  
 AA6813* NAVD 88     -       186.2    (meters)     611.     (feet)  GPS OBS   
 AA6813  ___________________________________________________________________
 AA6813  X           -     555,690.495 (meters)                     COMP
 AA6813  Y           -  -4,700,696.673 (meters)                     COMP
 AA6813  Z           -   4,260,853.544 (meters)                     COMP
 AA6813  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA6813  ELLIP HEIGHT-         151.63  (meters)          (07/12/02) GPS OBS
 AA6813  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AA6813
 AA6813  HORZ ORDER  -  FIRST
 AA6813  ELLP ORDER  -  FOURTH    CLASS I
 AA6813
 AA6813.The horizontal coordinates were established by GPS observations
 AA6813.and adjusted by the National Geodetic Survey in February 1997..
 AA6813
 AA6813.The orthometric height was determined by GPS observations and a
 AA6813.high-resolution geoid model.
 AA6813
 AA6813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6813
 AA6813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6813
 AA6813.The ellipsoidal height was determined by GPS observations
 AA6813.and is referenced to NAD 83.
 AA6813
 AA6813.The geoid height was determined by GEOID03.
 AA6813
 AA6813;                    North         East     Units Scale Factor Converg.
 AA6813;SPC MI S     -    76,555.966 4,091,576.703   MT  0.99998122   +0 45 15.9
 AA6813;SPC MI S     -   251,167.87 13,423,808.08   iFT  0.99998122   +0 45 15.9
 AA6813;UTM  17      - 4,672,649.290   313,523.986   MT  1.00002788   -1 31 00.4
 AA6813
 AA6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6813!SPC MI S     -   0.99997622  x   0.99998122  =   0.99995744
 AA6813!UTM  17      -   0.99997622  x   1.00002788  =   1.00000410
 AA6813
 AA6813                          SUPERSEDED SURVEY CONTROL
 AA6813
 AA6813  ELLIP H (02/03/97)  151.67   (m)                       GP(       ) 4 1
 AA6813  NAD 83(1986)-  42 11 01.60324(N)    083 15 29.17931(W) AD(       ) 1
 AA6813
 AA6813.Superseded values are not recommended for survey control.
 AA6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6813.See file dsdata.txt to determine how the superseded data were derived.
 AA6813
 AA6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1352472649(NAD 83)
 AA6813_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6813_STAMPING: 14-2 1994
 AA6813_MARK LOGO: MI-163
 AA6813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6813+STABILITY: SURFACE MOTION
 AA6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6813+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6813
 AA6813  HISTORY     - Date     Condition        Report By
 AA6813  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6813  HISTORY     - 20010911 GOOD             INDIV
 AA6813  HISTORY     - 20030402 GOOD             INDIV
 AA6813
 AA6813                          STATION DESCRIPTION
 AA6813
 AA6813'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6813'STATION IS LOCATED APPROXIMATELY 3 MILESWEST OF RIVERVIEW, MICHIGAN ON
 AA6813'PENNSYLVANIA ROAD ABOUT 1/2 MILE EAST OF TELEGRAPH ROAD. TO REACH FROM
 AA6813'THE INTERSECTION OF US-24 (TELEGRAPH ROAD) AND PENNSYLVANIA ROAD,
 AA6813'PROCEED EAST ON PENNSYLVANIA ROAD FOR 0.45 MILESTO THE STATION ON THE
 AA6813'LEFT AND BEING JUST WEST OF THE BUILDING AT 23051 PENNSYLVANIA ROAD.
 AA6813'THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12
 AA6813'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6813'OF PENNSYLVANIA ROAD IS S 0 E, 43.18 FEET, A HYDRANT IS N 90 E, 65.61
 AA6813'FEET, A POLE IS N 10 W, 6.18 FEET, A CENTERLINE OF MANHOLE IS S 50 W,
 AA6813'4.69 FEET.
 AA6813
 AA6813                          STATION RECOVERY (2001)
 AA6813
 AA6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6813'RECOVERED IN GOOD CONDITION.
 AA6813
 AA6813                          STATION RECOVERY (2003)
 AA6813
 AA6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1278 ***********************************************************************
 RJ1278  DESIGNATION -  14 A C4W 026
 RJ1278  PID         -  RJ1278
 RJ1278  STATE/COUNTY-  MI/CHIPPEWA
 RJ1278  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1278
 RJ1278                         *CURRENT SURVEY CONTROL
 RJ1278  ___________________________________________________________________
 RJ1278* NAD 83(1994)-  46 26 01.36711(N)    084 14 30.68439(W)     ADJUSTED  
 RJ1278* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 RJ1278  ___________________________________________________________________
 RJ1278  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 RJ1278  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1278
 RJ1278  HORZ ORDER  -  SECOND
 RJ1278
 RJ1278.The horizontal coordinates were established by classical geodetic methods
 RJ1278.and adjusted by the National Geodetic Survey in February 1997..
 RJ1278
 RJ1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1278
 RJ1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1278
 RJ1278.The geoid height was determined by GEOID03.
 RJ1278
 RJ1278;                    North         East     Units Scale Factor Converg.
 RJ1278;SPC MI N     -   187,117.487 8,211,916.729   MT  0.99990618   +1 59 36.8
 RJ1278;SPC MI N     -   613,902.52 26,941,984.02   iFT  0.99990618   +1 59 36.8
 RJ1278;UTM  16      - 5,145,934.620   711,890.591   MT  1.00015192   +1 59 57.2
 RJ1278
 RJ1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1278!SPC MI N     -   0.99997792  x   0.99990618  =   0.99988410
 RJ1278!UTM  16      -   0.99997792  x   1.00015192  =   1.00012983
 RJ1278
 RJ1278                          SUPERSEDED SURVEY CONTROL
 RJ1278
 RJ1278  NAD 83(1986)-  46 26 01.35701(N)    084 14 30.68407(W) AD(       ) 2
 RJ1278  NGVD 29 (02/08/93)  177.6    (m)          583.     (f) VERT ANG       
 RJ1278
 RJ1278.Superseded values are not recommended for survey control.
 RJ1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1278.See file dsdata.txt to determine how the superseded data were derived.
 RJ1278
 RJ1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1189145935(NAD 83)
 RJ1278_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1278+STABILITY: SURFACE MOTION
 RJ1278
 RJ1278  HISTORY     - Date     Condition        Report By
 RJ1278  HISTORY     - 1986     MONUMENTED       NOS
 RJ1278  HISTORY     - 1988     SEE DESCRIPTION  USE
 RJ1278
 RJ1278                          STATION DESCRIPTION
 RJ1278
 RJ1278'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1278'THE STATION IS LOCATED ON APPROXIMATELY MIDWAY OF THE WESTERN SIDE
 RJ1278'OF SUGAR ISLAND NEAR THE SHORELINE OF THE ST MARYS RIVER.
 RJ1278'
 RJ1278'TO REACH THE STATION FROM THE FERRY LANDING TO SUGAR ISLAND
 RJ1278'AT MISSION POINT GO SOUTHEAST BY BOAT FOR APPROXIMATELY 4.0 MILES
 RJ1278'TO AN AREA OF THE RIVER JUST WEST OF TWO SMALL ISLANDS.  AT THIS
 RJ1278'POINT HEAD EAST BETWEEN THE TWO ISLANDS FOR APPROXIMATELY 0.6 MILE
 RJ1278'TO THE SHORELINE AND THE AREA OF THE STATION JUST NORTHWEST FROM
 RJ1278'TWO WATERSIDE HOMES.  THE STATION HAD A UNIVERSAL ORANGE TRIANGLE
 RJ1278'OVER A TRIPOD WHICH HAD BEEN ERECTED BY THE ARMY CORPS OF ENGINEERS.
 RJ1278'
 RJ1278'THE STATION IS A THREE QUARTER INCH ROD DRIVEN INTO THE GROUND
 RJ1278'BY THE CORPS OF ENGINEERS AND COVERED BY A USE TRIPOD WITH AN ORANGE
 RJ1278'TRIANGLE.
 RJ1278'
 RJ1278'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1278'
 RJ1278'DESCRIBED BY R DECROIX.
 RJ1278
 RJ1278                          STATION RECOVERY (1988)
 RJ1278
 RJ1278'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ1278'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) SOUTHEAST OF SAULT STE
 RJ1278'MARIE,
 RJ1278'35.7 KM (22.2 MI) NORTHEAST OF RUDYARD, 55.5 KM (34.5 MI)
 RJ1278'NORTH-NORTHWEST OF DETOUR VILLAGE, IN LOT 4, OAK
 RJ1278'POINT PLAT, IN FRAC. SEC 36, T47N-R1E,
 RJ1278'ON SUGAR ISLAND.
 RJ1278'OWNERSHIP--IDA STEWART, TRUSTEE
 RJ1278'
 RJ1278'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1278'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO
 RJ1278'ASHMUN STREET, TURN LEFT AND GO NORTH FOR 0.2 KM
 RJ1278'(0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE, TURN RIGHT AND GO EAST
 RJ1278'FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE OSBORNE BOAT LAUNCH.
 RJ1278'TRAVEL BY BOAT DOWNRIVER FOR 1 HOUR ALONG THE LITTLE RAPIDS CHANNEL
 RJ1278'TO THE EASTERN SIDE OF THE RIVER TO SUGAR ISLAND AND THE
 RJ1278'STATION.
 RJ1278'
 RJ1278'THE STATION IS A 15 CM (6 IN) CONCRETE DISC WITH A WASHER AND NAIL
 RJ1278'MARKING THE CENTER, LOCATED 14.8 METERS (48.39 FT) FROM HAY LAKE
 RJ1278'REFERENCE MONUMENT AT A MAGNETIC AZIMUTH OF 28 DEGREE,
 RJ1278'11 METERS
 RJ1278'(36 FT) FROM THE BANK AND 22.3 METERS (73 FT) WEST FROM THE WATER,
 RJ1278'UNDER A PIPE TRIPOD.
 RJ1278'
 RJ1278'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0876 ***********************************************************************
 QK0876  DESIGNATION -  14 DM
 QK0876  PID         -  QK0876
 QK0876  STATE/COUNTY-  MI/CHEBOYGAN
 QK0876  USGS QUAD   -  BURT LAKE (1986)
 QK0876
 QK0876                         *CURRENT SURVEY CONTROL
 QK0876  ___________________________________________________________________
 QK0876* NAD 83(1994)-  45 23 50.09712(N)    084 38 37.20513(W)     ADJUSTED  
 QK0876* NAVD 88     -       202.78   (+/-2cm)     665.3    (feet)  VERTCON   
 QK0876  ___________________________________________________________________
 QK0876  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 QK0876  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 QK0876
 QK0876  HORZ ORDER  -  THIRD
 QK0876  VERT ORDER  -  THIRD ? (See Below)
 QK0876
 QK0876.The horizontal coordinates were established by classical geodetic methods
 QK0876.and adjusted by the National Geodetic Survey in February 1997..
 QK0876.No horizontal observational check was made to the station.
 QK0876
 QK0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0876.The vertical order pertains to the NGVD 29 superseded value.
 QK0876
 QK0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0876
 QK0876.The geoid height was determined by GEOID03.
 QK0876
 QK0876;                    North         East     Units Scale Factor Converg.
 QK0876;SPC MI C     -   231,234.112 5,978,312.017   MT  0.99994406   -0 11 44.4
 QK0876;SPC MI C     -   758,642.10 19,613,884.57   iFT  0.99994406   -0 11 44.4
 QK0876;UTM  16      - 5,029,782.170   684,426.570   MT  1.00001821   +1 40 41.4
 QK0876
 QK0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0876!SPC MI C     -   0.99997374  x   0.99994406  =   0.99991780
 QK0876!UTM  16      -   0.99997374  x   1.00001821  =   0.99999195
 QK0876
 QK0876                          SUPERSEDED SURVEY CONTROL
 QK0876
 QK0876  NAD 83(1986)-  45 23 50.09063(N)    084 38 37.20731(W) AD(       ) 3
 QK0876  NGVD 29 (09/03/91)  202.81   (m)          665.4    (f) LEVELING    3  
 QK0876
 QK0876.Superseded values are not recommended for survey control.
 QK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0876.See file dsdata.txt to determine how the superseded data were derived.
 QK0876
 QK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8442729782(NAD 83)
 QK0876_MARKER: DB = BENCH MARK DISK
 QK0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0876_SP_SET: SQUARE CONCRETE MONUMENT
 QK0876_STAMPING: 14 DM 1956
 QK0876_MARK LOGO: USGS  
 QK0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0876+STABILITY: SURFACE MOTION
 QK0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0876+SATELLITE: SATELLITE OBSERVATIONS - 1956
 QK0876
 QK0876  HISTORY     - Date     Condition        Report By
 QK0876  HISTORY     - 1956     MONUMENTED       USGS
 QK0876  HISTORY     - 19900809 GOOD             LOCENG
 QK0876  HISTORY     - 19910809 GOOD             LOCENG
 QK0876
 QK0876                          STATION DESCRIPTION
 QK0876
 QK0876'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QK0876'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHWEST OF INDIAN
 QK0876'RIVER, ON THE SOUTH SIDE OF STATE ROUTE 68 AND ON PROPERTY OWNED BY
 QK0876'THE DEPT. OF NATURAL RESOURSES.
 QK0876'TO REACH FROM THE JUNCTION OF STATE ROUTE M 27, OLD U.S. ROUTE 27, AND
 QK0876'STATE ROUTE 68, GO WEST ON HIGHWAY 68 FOR 1.14 KM (0.71 MI) TO THE
 QK0876'MARK ON THE LEFT AS DESCRIBED.
 QK0876'THE STATION IS A BENCH MARK DISK SET PROJECTING 0.06 M (0.20 FT) .  IT
 QK0876'IS LOCATED 11.582 M (37.999 FT) WEST FROM A UTILITY POLE, 10.973 M
 QK0876'(36.001 FT) SOUTH FROM THE CENTER OF STATE ROUTE 68 AND 0.305 M
 QK0876'(1.001 FT) SOUTH FROM A CARSONITE WITNESS POST.
 QK0876'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KNIGHT 1956
 QK0876'1988, USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QK0876'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.3 METERS.
 QK0876'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MIGHIGAN.
 QK0876
 QK0876                          STATION RECOVERY (1990)
 QK0876
 QK0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (DJG)
 QK0876'RECOVERED IN GOOD CONDITION. NOTE--MAY HAVE  BENT BRASS CAP, POWER
 QK0876'POLE APPROX 40 FT (12.2 M) EAST, APPROX 0.7 MILES (1.1 KM) WEST FROM
 QK0876'INTERSECTION OF STATE HIGHWAY M-68 AND US HIGHWAY 27, APPROX 40 FT
 QK0876'(12.2 M) SOUTH OF CENTERLINE OF HIGHWAY M-68 AND APROX 150 SOUTH OF A
 QK0876'DIRT ROAD.
 QK0876
 QK0876                          STATION RECOVERY (1991)
 QK0876
 QK0876'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (DJG)
 QK0876'RECOVERED IN GOOD CONDITION. NOTE-- POWER POLE APPROX 40 FT (12.2 M)
 QK0876'EAST, APPROX 0.7 MILES (1.1 KM) WEST FROM INTERSECTION OF STATE
 QK0876'HIGHWAY M-68 AND US HIGHWAY 27, APPROX 40 FT (12.2 M) SOUTH OF
 QK0876'CENTERLINE OF HIGHWAY M-68 AND APROX 150 SOUTH OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0305 ***********************************************************************
 MC0305  DESIGNATION -  14 DTSRR
 MC0305  PID         -  MC0305
 MC0305  STATE/COUNTY-  MI/MONROE
 MC0305  USGS QUAD   -  MONROE (1979)
 MC0305
 MC0305                         *CURRENT SURVEY CONTROL
 MC0305  ___________________________________________________________________
 MC0305* NAD 83(1986)-  41 52 42.     (N)    083 24 35.     (W)     SCALED    
 MC0305* NAVD 88     -       177.748  (meters)     583.16   (feet)  ADJUSTED  
 MC0305  ___________________________________________________________________
 MC0305  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0305  DYNAMIC HT  -         177.683 (meters)     582.95  (feet)  COMP
 MC0305  MODELED GRAV-     980,254.9   (mgal)                       NAVD 88
 MC0305
 MC0305  VERT ORDER  -  FIRST     CLASS I
 MC0305
 MC0305.The horizontal coordinates were scaled from a topographic map and have
 MC0305.an estimated accuracy of +/- 6 seconds.
 MC0305
 MC0305.The orthometric height was determined by differential leveling
 MC0305.and adjusted by the National Geodetic Survey in June 1991..
 MC0305
 MC0305.The geoid height was determined by GEOID03.
 MC0305
 MC0305.The dynamic height is computed by dividing the NAVD 88
 MC0305.geopotential number by the normal gravity value computed on the
 MC0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0305.degrees latitude (g = 980.6199 gals.).
 MC0305
 MC0305.The modeled gravity was interpolated from observed gravity values.
 MC0305
 MC0305;                    North         East    Units  Estimated Accuracy
 MC0305;SPC MI S     -    42,480.    4,079,440.      MT  (+/- 180 meters Scaled)
 MC0305
 MC0305                          SUPERSEDED SURVEY CONTROL
 MC0305
 MC0305  NGVD 29 (??/??/92)  177.920  (m)          583.73   (f) ADJ UNCH    1 1
 MC0305
 MC0305.Superseded values are not recommended for survey control.
 MC0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0305.See file dsdata.txt to determine how the superseded data were derived.
 MC0305
 MC0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG000390(NAD 83)
 MC0305_MARKER: DD = SURVEY DISK
 MC0305_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0305_SP_SET: CULVERT
 MC0305_STAMPING: BENCH MARK ELEV NO 14 USC AND G 1899
 MC0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0305
 MC0305  HISTORY     - Date     Condition        Report By
 MC0305  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0305  HISTORY     - 1968     GOOD             NGS
 MC0305  HISTORY     - 1973     GOOD             NGS
 MC0305
 MC0305                          STATION DESCRIPTION
 MC0305
 MC0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0305'2.6 MI SW FROM MONROE.
 MC0305'ABOUT 2.6 MILES SOUTHWEST ALONG THE NORTHBOUND TRACK OF THE
 MC0305'PENN CENTRAL RAILROAD FROM THE CROSSING OF EAST FIRST STREET
 MC0305'AT MONROE, ABOUT 7 RAILS NORTHEAST OF THE CROSSING OF ALBAIN ROAD,
 MC0305'ALONG THE DETROIT AND TOLEDO SHORE LINE RAILROAD, ABOUT 6 RAILS
 MC0305'SOUTHWEST OF THE D AND T SL RR MILEPOST NO. 15, ABOUT 35 YARDS
 MC0305'SOUTHEAST OF THE PENN CENTRAL TRACK, SET ON THE TOP OF THE
 MC0305'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 15-FOOT BOX CULVERT
 MC0305'OVER LA PLAISANCE CREEK, 7.6 FEET SOUTHEAST OF THE SOUTHEAST
 MC0305'RAIL OF THE D AND T SL RR, AND 1 1/2 FEET BELOW THE LEVEL OF
 MC0305'THE TRACK.
 MC0305
 MC0305                          STATION RECOVERY (1973)
 MC0305
 MC0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0587 ***********************************************************************
 OJ0587  DESIGNATION -  14 PR RESET 1974
 OJ0587  PID         -  OJ0587
 OJ0587  STATE/COUNTY-  MI/SAGINAW
 OJ0587  USGS QUAD   -  SAGINAW (1973)
 OJ0587
 OJ0587                         *CURRENT SURVEY CONTROL
 OJ0587  ___________________________________________________________________
 OJ0587* NAD 83(1986)-  43 24 12.     (N)    083 57 54.     (W)     SCALED    
 OJ0587* NAVD 88     -       184.907  (meters)     606.65   (feet)  ADJUSTED  
 OJ0587  ___________________________________________________________________
 OJ0587  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OJ0587  DYNAMIC HT  -         184.868 (meters)     606.52  (feet)  COMP
 OJ0587  MODELED GRAV-     980,404.7   (mgal)                       NAVD 88
 OJ0587
 OJ0587  VERT ORDER  -  FIRST     CLASS 0
 OJ0587
 OJ0587.The horizontal coordinates were scaled from a topographic map and have
 OJ0587.an estimated accuracy of +/- 6 seconds.
 OJ0587
 OJ0587.The orthometric height was determined by differential leveling
 OJ0587.and adjusted by the National Geodetic Survey in June 1991..
 OJ0587
 OJ0587.The geoid height was determined by GEOID03.
 OJ0587
 OJ0587.The dynamic height is computed by dividing the NAVD 88
 OJ0587.geopotential number by the normal gravity value computed on the
 OJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0587.degrees latitude (g = 980.6199 gals.).
 OJ0587
 OJ0587.The modeled gravity was interpolated from observed gravity values.
 OJ0587
 OJ0587;                    North         East    Units  Estimated Accuracy
 OJ0587;SPC MI S     -   211,500.    4,032,540.      MT  (+/- 180 meters Scaled)
 OJ0587
 OJ0587                          SUPERSEDED SURVEY CONTROL
 OJ0587
 OJ0587.No superseded survey control is available for this station.
 OJ0587
 OJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ599098(NAD 83)
 OJ0587_MARKER: DD = SURVEY DISK
 OJ0587_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0587_SP_SET: ABUTMENT
 OJ0587_STAMPING: 14 PR 1966 RESET 1974
 OJ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0587
 OJ0587  HISTORY     - Date     Condition        Report By
 OJ0587  HISTORY     - 1974     MONUMENTED       USGS
 OJ0587  HISTORY     - 1976     GOOD             NOS
 OJ0587  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OJ0587  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OJ0587
 OJ0587                          STATION DESCRIPTION
 OJ0587
 OJ0587'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0587'IN SAGINAW.
 OJ0587'ON THE EAST SIDE OF THE SAGINAW RIVER, 1.6 MILES SOUTHWEST ABUTMENT OF
 OJ0587'THE CENTER ST. BRIDGE OVER THE SAGINAW RIVER, 7.5 SOUTH OF CURB OF
 OJ0587'CENTER ST., 0.9 FT. WEST OF EAST FACE AND 0.5 FT. NORTH OF SOUTH FACE
 OJ0587'OF THE MOST EASTERLY SECTION OF ABUTMENT, BEING HIGHEST POINT OVER
 OJ0587'CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0587
 OJ0587                          STATION RECOVERY (1994)
 OJ0587
 OJ0587'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0587'MARK NOT FOUND.
 OJ0587
 OJ0587                          STATION RECOVERY (2001)
 OJ0587
 OJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0587'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0561 ***********************************************************************
 NF0561  DESIGNATION -  140 1/2
 NF0561  PID         -  NF0561
 NF0561  STATE/COUNTY-  MI/ST JOSEPH
 NF0561  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0561
 NF0561                         *CURRENT SURVEY CONTROL
 NF0561  ___________________________________________________________________
 NF0561* NAD 83(1986)-  42 04 06.     (N)    085 44 24.     (W)     SCALED    
 NF0561* NAVD 88     -       269.283  (meters)     883.47   (feet)  ADJUSTED  
 NF0561  ___________________________________________________________________
 NF0561  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF0561  DYNAMIC HT  -         269.193 (meters)     883.18  (feet)  COMP
 NF0561  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 NF0561
 NF0561  VERT ORDER  -  SECOND    CLASS 0
 NF0561
 NF0561.The horizontal coordinates were scaled from a topographic map and have
 NF0561.an estimated accuracy of +/- 6 seconds.
 NF0561
 NF0561.The orthometric height was determined by differential leveling
 NF0561.and adjusted by the National Geodetic Survey in June 1991..
 NF0561
 NF0561.The geoid height was determined by GEOID03.
 NF0561
 NF0561.The dynamic height is computed by dividing the NAVD 88
 NF0561.geopotential number by the normal gravity value computed on the
 NF0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0561.degrees latitude (g = 980.6199 gals.).
 NF0561
 NF0561.The modeled gravity was interpolated from observed gravity values.
 NF0561
 NF0561;                    North         East    Units  Estimated Accuracy
 NF0561;SPC MI S     -    64,060.    3,886,340.      MT  (+/- 180 meters Scaled)
 NF0561
 NF0561                          SUPERSEDED SURVEY CONTROL
 NF0561
 NF0561  NGVD 29 (??/??/92)  269.417  (m)          883.91   (f) ADJ UNCH    2 0
 NF0561
 NF0561.Superseded values are not recommended for survey control.
 NF0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0561.See file dsdata.txt to determine how the superseded data were derived.
 NF0561
 NF0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM042581(NAD 83)
 NF0561_MARKER: DD = SURVEY DISK
 NF0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0561_STAMPING: BM 140 1/2
 NF0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0561+STABILITY: SURFACE MOTION
 NF0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0561+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 NF0561
 NF0561  HISTORY     - Date     Condition        Report By
 NF0561  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0561  HISTORY     - 1934     GOOD             NGS
 NF0561  HISTORY     - 20050706 GOOD             MIDT
 NF0561
 NF0561                          STATION DESCRIPTION
 NF0561
 NF0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0561'0.2 MI E FROM CHAMBERLAINS.
 NF0561'0.2 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0561'CHAMBERLAINS, ST. JOSEPH COUNTY, 280 YARDS SOUTHWEST OF THE
 NF0561'COUNTY LINE HIGHWAY, 27 FEET NORTHWEST OF THE NORTH RAIL OF THE
 NF0561'NORTH TRACK, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 NF0561'LOWER THAN THE TOP OF THE RAIL.  A GRAND TRUNK WESTERN RAILROAD
 NF0561'STANDARD DISK, STAMPED B.M. 140 1/2 AND SET IN THE TOP OF A
 NF0561'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0561
 NF0561                          STATION RECOVERY (2005)
 NF0561
 NF0561'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005
 NF0561'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6820 ***********************************************************************
 AA6820  DESIGNATION -  140 150
 AA6820  PID         -  AA6820
 AA6820  STATE/COUNTY-  MI/WAYNE
 AA6820  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6820
 AA6820                         *CURRENT SURVEY CONTROL
 AA6820  ___________________________________________________________________
 AA6820* NAD 83(1994)-  42 13 34.59955(N)    083 16 13.01179(W)     ADJUSTED  
 AA6820* NAVD 88     -       187.8    (meters)     616.     (feet)  GPS OBS   
 AA6820  ___________________________________________________________________
 AA6820  X           -     554,319.385 (meters)                     COMP
 AA6820  Y           -  -4,697,666.301 (meters)                     COMP
 AA6820  Z           -   4,264,351.725 (meters)                     COMP
 AA6820  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AA6820  ELLIP HEIGHT-         153.29  (meters)          (07/12/02) GPS OBS
 AA6820  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AA6820
 AA6820  HORZ ORDER  -  FIRST
 AA6820  ELLP ORDER  -  FOURTH    CLASS I
 AA6820
 AA6820.The horizontal coordinates were established by GPS observations
 AA6820.and adjusted by the National Geodetic Survey in February 1997..
 AA6820
 AA6820.The orthometric height was determined by GPS observations and a
 AA6820.high-resolution geoid model.
 AA6820
 AA6820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6820
 AA6820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6820
 AA6820.The ellipsoidal height was determined by GPS observations
 AA6820.and is referenced to NAD 83.
 AA6820
 AA6820.The geoid height was determined by GEOID03.
 AA6820
 AA6820;                    North         East     Units Scale Factor Converg.
 AA6820;SPC MI S     -    81,263.171 4,090,508.812   MT  0.99997249   +0 44 46.0
 AA6820;SPC MI S     -   266,611.45 13,420,304.50   iFT  0.99997249   +0 44 46.0
 AA6820;UTM  17      - 4,677,395.377   312,643.477   MT  1.00003193   -1 31 34.4
 AA6820
 AA6820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6820!SPC MI S     -   0.99997596  x   0.99997249  =   0.99994845
 AA6820!UTM  17      -   0.99997596  x   1.00003193  =   1.00000789
 AA6820
 AA6820                          SUPERSEDED SURVEY CONTROL
 AA6820
 AA6820  ELLIP H (02/03/97)  153.33   (m)                       GP(       ) 4 1
 AA6820  NAD 83(1986)-  42 13 34.60680(N)    083 16 13.04014(W) AD(       ) 1
 AA6820
 AA6820.Superseded values are not recommended for survey control.
 AA6820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6820.See file dsdata.txt to determine how the superseded data were derived.
 AA6820
 AA6820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1264377395(NAD 83)
 AA6820_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6820_STAMPING: 140-150 1960
 AA6820_MARK LOGO: MI-163
 AA6820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6820+STABILITY: SURFACE MOTION
 AA6820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6820+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6820
 AA6820  HISTORY     - Date     Condition        Report By
 AA6820  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6820  HISTORY     - 20010904 GOOD             INDIV
 AA6820  HISTORY     - 20030402 GOOD             INDIV
 AA6820
 AA6820                          STATION DESCRIPTION
 AA6820
 AA6820'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6820'STATION IS LOCATED IN TAYLOR, MICHIGAN ON GODDARD ROAD AT COOPER
 AA6820'STREET. TO REACH FROM THE INTERSECTION OF US-24 (TELEGRAPH ROAD) AND
 AA6820'GODDARD ROAD PROCEED WEST 0.05 MILESON GODDARD TO COOPER STREET AND
 AA6820'THE STATION IN THE SOUTHWEST QUADRANT. THE STATION IS A WAYNE COUNTY
 AA6820'BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE
 AA6820'MONUMENT SET IN A CAST IRON MONUMENT BOX WHICH IS FLUSH WITH THE TOP
 AA6820'OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE OF THE SIDEWALK.
 AA6820'GODDARD ROAD IS N 0 E, 55.5 FEET, CENTERLINE OF COOPER IS N 90 E, 30.7
 AA6820'FEET.
 AA6820
 AA6820                          STATION RECOVERY (2001)
 AA6820
 AA6820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA6820'RECOVERED IN GOOD CONDITION.
 AA6820
 AA6820                          STATION RECOVERY (2003)
 AA6820
 AA6820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0562 ***********************************************************************
 NF0562  DESIGNATION -  141 1/2
 NF0562  PID         -  NF0562
 NF0562  STATE/COUNTY-  MI/KALAMAZOO
 NF0562  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0562
 NF0562                         *CURRENT SURVEY CONTROL
 NF0562  ___________________________________________________________________
 NF0562* NAD 83(1986)-  42 04 37.     (N)    085 43 29.     (W)     SCALED    
 NF0562* NAVD 88     -       271.345  (meters)     890.24   (feet)  ADJUSTED  
 NF0562  ___________________________________________________________________
 NF0562  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF0562  DYNAMIC HT  -         271.255 (meters)     889.94  (feet)  COMP
 NF0562  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NF0562
 NF0562  VERT ORDER  -  SECOND    CLASS 0
 NF0562
 NF0562.The horizontal coordinates were scaled from a topographic map and have
 NF0562.an estimated accuracy of +/- 6 seconds.
 NF0562
 NF0562.The orthometric height was determined by differential leveling
 NF0562.and adjusted by the National Geodetic Survey in June 1991..
 NF0562
 NF0562.The geoid height was determined by GEOID03.
 NF0562
 NF0562.The dynamic height is computed by dividing the NAVD 88
 NF0562.geopotential number by the normal gravity value computed on the
 NF0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0562.degrees latitude (g = 980.6199 gals.).
 NF0562
 NF0562.The modeled gravity was interpolated from observed gravity values.
 NF0562
 NF0562;                    North         East    Units  Estimated Accuracy
 NF0562;SPC MI S     -    64,990.    3,887,620.      MT  (+/- 180 meters Scaled)
 NF0562
 NF0562                          SUPERSEDED SURVEY CONTROL
 NF0562
 NF0562  NGVD 29 (??/??/92)  271.479  (m)          890.68   (f) ADJ UNCH    2 0
 NF0562
 NF0562.Superseded values are not recommended for survey control.
 NF0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0562.See file dsdata.txt to determine how the superseded data were derived.
 NF0562
 NF0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM054591(NAD 83)
 NF0562_MARKER: DD = SURVEY DISK
 NF0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0562_STAMPING: BM 141 1/2
 NF0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0562+STABILITY: SURFACE MOTION
 NF0562
 NF0562  HISTORY     - Date     Condition        Report By
 NF0562  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0562  HISTORY     - 1934     GOOD             NGS
 NF0562
 NF0562                          STATION DESCRIPTION
 NF0562
 NF0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0562'1.2 MI NE FROM CHAMBERLAINS.
 NF0562'IN KALAMAZOO COUNTY, 1.2 MILES NORTHEAST ALONG THE GRAND TRUNK
 NF0562'WESTERN RAILROAD FROM CHAMBERLAINS, ST. JOSEPH COUNTY, 145
 NF0562'YARDS NORTHEAST OF AN ELECTRIC LIGHT SIGNAL, 25 FEET NORTHWEST
 NF0562'OF THE NORTH RAIL OF THE NORTH TRACK, 1 FOOT SOUTH OF THE
 NF0562'RIGHT-OF-WAY FENCE, AND 3 FEET HIGHER THAN THE TOP OF THE RAIL.
 NF0562'A GRAND TRUNK WESTERN RAILROAD STANDARD DISK, STAMPED B.M.
 NF0562'141 1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 NF0562'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3089 ***********************************************************************
 AB3089  DESIGNATION -  14107
 AB3089  PID         -  AB3089
 AB3089  STATE/COUNTY-  MI/CASS
 AB3089  USGS QUAD   -  MOTTVILLE (1992)
 AB3089
 AB3089                         *CURRENT SURVEY CONTROL
 AB3089  ___________________________________________________________________
 AB3089* NAD 83(1994)-  41 48 21.58703(N)    085 47 54.94771(W)     ADJUSTED  
 AB3089* NAVD 88     -       262.777  (meters)     862.13   (feet)  ADJUSTED  
 AB3089  ___________________________________________________________________
 AB3089  X           -     348,844.499 (meters)                     COMP
 AB3089  Y           -  -4,748,765.700 (meters)                     COMP
 AB3089  Z           -   4,229,718.998 (meters)                     COMP
 AB3089  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AB3089  ELLIP HEIGHT-         229.54  (meters)          (07/12/02) GPS OBS
 AB3089  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 AB3089  DYNAMIC HT  -         262.683 (meters)     861.82  (feet)  COMP
 AB3089  MODELED GRAV-     980,257.5   (mgal)                       NAVD 88
 AB3089
 AB3089  HORZ ORDER  -  FIRST
 AB3089  VERT ORDER  -  FIRST     CLASS II
 AB3089  ELLP ORDER  -  FOURTH    CLASS I
 AB3089
 AB3089.The horizontal coordinates were established by GPS observations
 AB3089.and adjusted by the National Geodetic Survey in May 1996..
 AB3089
 AB3089.The orthometric height was determined by differential leveling
 AB3089.and adjusted by the National Geodetic Survey in March 2005..
 AB3089
 AB3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3089
 AB3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3089
 AB3089.The ellipsoidal height was determined by GPS observations
 AB3089.and is referenced to NAD 83.
 AB3089
 AB3089.The geoid height was determined by GEOID03.
 AB3089
 AB3089.The dynamic height is computed by dividing the NAVD 88
 AB3089.geopotential number by the normal gravity value computed on the
 AB3089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3089.degrees latitude (g = 980.6199 gals.).
 AB3089
 AB3089.The modeled gravity was interpolated from observed gravity values.
 AB3089
 AB3089;                    North         East     Units Scale Factor Converg.
 AB3089;SPC MI S     -    35,002.602 3,880,999.760   MT  1.00008255   -0 58 28.1
 AB3089;SPC MI S     -   114,837.93 12,732,938.85   iFT  1.00008255   -0 58 28.1
 AB3089;UTM  16      - 4,628,934.137   599,799.847   MT  0.99972256   +0 48 03.4
 AB3089
 AB3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3089!SPC MI S     -   0.99996400  x   1.00008255  =   1.00004655
 AB3089!UTM  16      -   0.99996400  x   0.99972256  =   0.99968657
 AB3089
 AB3089                          SUPERSEDED SURVEY CONTROL
 AB3089
 AB3089  ELLIP H (05/08/96)  229.56   (m)                       GP(       ) 1 1
 AB3089
 AB3089.Superseded values are not recommended for survey control.
 AB3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3089.See file dsdata.txt to determine how the superseded data were derived.
 AB3089
 AB3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9980028934(NAD 83)
 AB3089_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3089_STAMPING: 14107 1980
 AB3089_MARK LOGO: NONE  
 AB3089_PROJECTION: FLUSH
 AB3089_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3089+STABILITY: SURFACE MOTION
 AB3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3089+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AB3089
 AB3089  HISTORY     - Date     Condition        Report By
 AB3089  HISTORY     - 1980     MONUMENTED       MIDT
 AB3089  HISTORY     - 20030512 GOOD             NGS
 AB3089
 AB3089                          STATION DESCRIPTION
 AB3089
 AB3089'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3089'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE MOTTVILLE QUADRANGLE
 AB3089'MAP IN THE NORTHWEST 1/4 OF SECTION 2, T-8-S, R-13-W.  ABOUT 4.0 MI
 AB3089'(6.4 KM) NORTHEAST OF UNION, 10.0 MI (16.1 KM) SOUTHEAST OF VANDALIA,
 AB3089'13.0 MI (20.9 KM) SOUTHEAST OF CASSOPOLIS IN THE NORTHEAST QUADRANT OF
 AB3089'STATE HIGHWAY M-40 AND U.S.  HIGHWAY 12.  STATION IS 51.5 FT (15.7 M)
 AB3089'NORTH FROM THE CENTER OF U.S.  HIGHWAY 12, 92.5 FT (28.2 M) EAST FROM
 AB3089'THE CENTER OF STATE HIGHWAY M-40, 101.0 FT (30.8 M) SOUTHWEST FROM A
 AB3089'UTILITY POLE GUY WIRE AT BASE, 78.0 FT (23.8 M) WEST FROM THE CENTER
 AB3089'OF A DIRT DRIVE AND 3.0 FT (0.9 M) SOUTH FROM A METAL WITNESS POST AND
 AB3089'SIGN.
 AB3089
 AB3089                          STATION RECOVERY (2003)
 AB3089
 AB3089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3089'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3088 ***********************************************************************
 AB3088  DESIGNATION -  14200
 AB3088  PID         -  AB3088
 AB3088  STATE/COUNTY-  MI/CASS
 AB3088  USGS QUAD   -  MOTTVILLE (1992)
 AB3088
 AB3088                         *CURRENT SURVEY CONTROL
 AB3088  ___________________________________________________________________
 AB3088* NAD 83(1994)-  41 48 14.98496(N)    085 48 53.51758(W)     ADJUSTED  
 AB3088* NAVD 88     -       259.652  (meters)     851.87   (feet)  ADJUSTED  
 AB3088  ___________________________________________________________________
 AB3088  X           -     347,505.789 (meters)                     COMP
 AB3088  Y           -  -4,748,997.654 (meters)                     COMP
 AB3088  Z           -   4,229,565.064 (meters)                     COMP
 AB3088  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AB3088  ELLIP HEIGHT-         226.40  (meters)          (07/12/02) GPS OBS
 AB3088  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 AB3088  DYNAMIC HT  -         259.559 (meters)     851.57  (feet)  COMP
 AB3088  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 AB3088
 AB3088  HORZ ORDER  -  FIRST
 AB3088  VERT ORDER  -  FIRST     CLASS II
 AB3088  ELLP ORDER  -  FOURTH    CLASS I
 AB3088
 AB3088.The horizontal coordinates were established by GPS observations
 AB3088.and adjusted by the National Geodetic Survey in May 1996..
 AB3088
 AB3088.The orthometric height was determined by differential leveling
 AB3088.and adjusted by the National Geodetic Survey in March 2005..
 AB3088
 AB3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3088
 AB3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3088
 AB3088.The ellipsoidal height was determined by GPS observations
 AB3088.and is referenced to NAD 83.
 AB3088
 AB3088.The geoid height was determined by GEOID03.
 AB3088
 AB3088.The dynamic height is computed by dividing the NAVD 88
 AB3088.geopotential number by the normal gravity value computed on the
 AB3088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3088.degrees latitude (g = 980.6199 gals.).
 AB3088
 AB3088.The modeled gravity was interpolated from observed gravity values.
 AB3088
 AB3088;                    North         East     Units Scale Factor Converg.
 AB3088;SPC MI S     -    34,822.050 3,879,644.323   MT  1.00008314   -0 59 08.0
 AB3088;SPC MI S     -   114,245.57 12,728,491.87   iFT  1.00008314   -0 59 08.0
 AB3088;UTM  16      - 4,628,711.756   598,451.143   MT  0.99971927   +0 47 24.2
 AB3088
 AB3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3088!SPC MI S     -   0.99996449  x   1.00008314  =   1.00004763
 AB3088!UTM  16      -   0.99996449  x   0.99971927  =   0.99968377
 AB3088
 AB3088                          SUPERSEDED SURVEY CONTROL
 AB3088
 AB3088  ELLIP H (05/08/96)  226.42   (m)                       GP(       ) 1 1
 AB3088
 AB3088.Superseded values are not recommended for survey control.
 AB3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3088.See file dsdata.txt to determine how the superseded data were derived.
 AB3088
 AB3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9845128712(NAD 83)
 AB3088_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3088_STAMPING: 14200 1994
 AB3088_MARK LOGO: NONE  
 AB3088_PROJECTION: FLUSH
 AB3088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3088+STABILITY: SURFACE MOTION
 AB3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3088+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AB3088
 AB3088  HISTORY     - Date     Condition        Report By
 AB3088  HISTORY     - 1994     MONUMENTED       MIDT
 AB3088  HISTORY     - 20030512 GOOD             NGS
 AB3088
 AB3088                          STATION DESCRIPTION
 AB3088
 AB3088'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3088'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE MOTTVILLE QUADRANGLE
 AB3088'MAP IN THE NORTHWEST 1/4 OF SECTION 3, T-8-S, R-13-W.  ABOUT 3.1 MI
 AB3088'(5.0 KM) EAST OF UNION, 11.5 MI (18.5 KM) SOUTHEAST OF CASSOPOLIS, 9.5
 AB3088'MI (15.3 KM) SOUTHEAST OF VANDALIA ON THE NORTH SIDE OF U.S. HIGHWAY
 AB3088'12.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 12 AND STATE HIGHWAY
 AB3088'M-40, 4.0 MI (6.4 KM) EAST OF UNION, GO WEST ALONG U.S. HIGHWAY 12 FOR
 AB3088'0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION
 AB3088'IS 52.7 FT (16.1 M) SOUTHWEST FROM A 3-INCH SASAFRAS, 11.0 FT (3.4 M)
 AB3088'EAST FROM A 3-INCH SASAFRAS TREE, 90.8 FT (27.7 M) SOUTHWEST FROM A
 AB3088'UTILITY POLE, 42.5 FT (13.0 M) NORTH FROM THE CENTER OF U.S.  HIGHWAY
 AB3088'12 AND 2.4 FT (0.7 M) SOUTH FROM A CARSONITE WITNESS POST.
 AB3088
 AB3088                          STATION RECOVERY (2003)
 AB3088
 AB3088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3088'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0563 ***********************************************************************
 NF0563  DESIGNATION -  143 1/2
 NF0563  PID         -  NF0563
 NF0563  STATE/COUNTY-  MI/KALAMAZOO
 NF0563  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0563
 NF0563                         *CURRENT SURVEY CONTROL
 NF0563  ___________________________________________________________________
 NF0563* NAD 83(1986)-  42 05 24.     (N)    085 41 27.     (W)     SCALED    
 NF0563* NAVD 88     -       264.504  (meters)     867.79   (feet)  ADJUSTED  
 NF0563  ___________________________________________________________________
 NF0563  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0563  DYNAMIC HT  -         264.417 (meters)     867.51  (feet)  COMP
 NF0563  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NF0563
 NF0563  VERT ORDER  -  SECOND    CLASS 0
 NF0563
 NF0563.The horizontal coordinates were scaled from a topographic map and have
 NF0563.an estimated accuracy of +/- 6 seconds.
 NF0563
 NF0563.The orthometric height was determined by differential leveling
 NF0563.and adjusted by the National Geodetic Survey in June 1991..
 NF0563
 NF0563.The geoid height was determined by GEOID03.
 NF0563
 NF0563.The dynamic height is computed by dividing the NAVD 88
 NF0563.geopotential number by the normal gravity value computed on the
 NF0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0563.degrees latitude (g = 980.6199 gals.).
 NF0563
 NF0563.The modeled gravity was interpolated from observed gravity values.
 NF0563
 NF0563;                    North         East    Units  Estimated Accuracy
 NF0563;SPC MI S     -    66,400.    3,890,450.      MT  (+/- 180 meters Scaled)
 NF0563
 NF0563                          SUPERSEDED SURVEY CONTROL
 NF0563
 NF0563  NGVD 29 (??/??/92)  264.641  (m)          868.24   (f) ADJ UNCH    2 0
 NF0563
 NF0563.Superseded values are not recommended for survey control.
 NF0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0563.See file dsdata.txt to determine how the superseded data were derived.
 NF0563
 NF0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM082605(NAD 83)
 NF0563_MARKER: DD = SURVEY DISK
 NF0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0563_STAMPING: BM 143 1/2
 NF0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0563+STABILITY: SURFACE MOTION
 NF0563
 NF0563  HISTORY     - Date     Condition        Report By
 NF0563  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0563  HISTORY     - 1934     GOOD             NGS
 NF0563  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0563
 NF0563                          STATION DESCRIPTION
 NF0563
 NF0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0563'3.1 MI SW FROM SCHOOLCRAFT.
 NF0563'3.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0563'SCHOOLCRAFT, KALAMAZOO COUNTY, 70 YARDS SOUTHWEST OF BRIDGE
 NF0563'143.50, 26 FEET NORTHWEST OF THE NORTH RAIL, AND 6 FEET LOWER
 NF0563'THAN THE TOP OF THE RAIL.  A GRAND TRUNK WESTERN RAILROAD
 NF0563'STANDARD DISK, STAMPED B.M. 143 1/2 AND SET IN THE TOP OF A
 NF0563'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0563
 NF0563                          STATION RECOVERY (1993)
 NF0563
 NF0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0563'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0565 ***********************************************************************
 NF0565  DESIGNATION -  144 1/2
 NF0565  PID         -  NF0565
 NF0565  STATE/COUNTY-  MI/KALAMAZOO
 NF0565  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0565
 NF0565                         *CURRENT SURVEY CONTROL
 NF0565  ___________________________________________________________________
 NF0565* NAD 83(1986)-  42 05 48.     (N)    085 40 21.     (W)     SCALED    
 NF0565* NAVD 88     -       267.469  (meters)     877.52   (feet)  ADJUSTED  
 NF0565  ___________________________________________________________________
 NF0565  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0565  DYNAMIC HT  -         267.381 (meters)     877.23  (feet)  COMP
 NF0565  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NF0565
 NF0565  VERT ORDER  -  SECOND    CLASS 0
 NF0565
 NF0565.The horizontal coordinates were scaled from a topographic map and have
 NF0565.an estimated accuracy of +/- 6 seconds.
 NF0565
 NF0565.The orthometric height was determined by differential leveling
 NF0565.and adjusted by the National Geodetic Survey in June 1991..
 NF0565
 NF0565.The geoid height was determined by GEOID03.
 NF0565
 NF0565.The dynamic height is computed by dividing the NAVD 88
 NF0565.geopotential number by the normal gravity value computed on the
 NF0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0565.degrees latitude (g = 980.6199 gals.).
 NF0565
 NF0565.The modeled gravity was interpolated from observed gravity values.
 NF0565
 NF0565;                    North         East    Units  Estimated Accuracy
 NF0565;SPC MI S     -    67,120.    3,891,980.      MT  (+/- 180 meters Scaled)
 NF0565
 NF0565                          SUPERSEDED SURVEY CONTROL
 NF0565
 NF0565  NGVD 29 (??/??/92)  267.606  (m)          877.97   (f) ADJ UNCH    2 0
 NF0565
 NF0565.Superseded values are not recommended for survey control.
 NF0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0565.See file dsdata.txt to determine how the superseded data were derived.
 NF0565
 NF0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM097613(NAD 83)
 NF0565_MARKER: DD = SURVEY DISK
 NF0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0565_STAMPING: BM 144 1/2
 NF0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0565+STABILITY: SURFACE MOTION
 NF0565
 NF0565  HISTORY     - Date     Condition        Report By
 NF0565  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0565  HISTORY     - 1934     GOOD             NGS
 NF0565  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0565
 NF0565                          STATION DESCRIPTION
 NF0565
 NF0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0565'2.1 MI SW FROM SCHOOLCRAFT.
 NF0565'2.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0565'SCHOOLCRAFT, KALAMAZOO COUNTY, 27 FEET NORTHWEST OF THE NORTH
 NF0565'RAIL, 1 FOOT SOUTHEAST OF THE NORTH RIGHT-OF-WAY FENCE, AND 2 FEET
 NF0565'LOWER THAN THE TOP OF THE RAIL.  A GRAND TRUNK WESTERN RAILROAD
 NF0565'STANDARD DISK, STAMPED B.M. 144 1/2 AND SET IN THE TOP OF A
 NF0565'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0565
 NF0565                          STATION RECOVERY (1993)
 NF0565
 NF0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0565'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9157 ***********************************************************************
 DG9157  DESIGNATION -  14400
 DG9157  PID         -  DG9157
 DG9157  STATE/COUNTY-  MI/CASS
 DG9157  USGS QUAD   -  MOTTVILLE (1992)
 DG9157
 DG9157                         *CURRENT SURVEY CONTROL
 DG9157  ___________________________________________________________________
 DG9157* NAD 83(1986)-  41 48 08.     (N)    085 47 10.     (W)     SCALED    
 DG9157* NAVD 88     -       243.026  (meters)     797.33   (feet)  ADJUSTED  
 DG9157  ___________________________________________________________________
 DG9157  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 DG9157  DYNAMIC HT  -         242.939 (meters)     797.04  (feet)  COMP
 DG9157  MODELED GRAV-     980,258.0   (mgal)                       NAVD 88
 DG9157
 DG9157  VERT ORDER  -  FIRST     CLASS II
 DG9157
 DG9157.The horizontal coordinates were scaled from a topographic map and have
 DG9157.an estimated accuracy of +/- 6 seconds.
 DG9157
 DG9157.The orthometric height was determined by differential leveling
 DG9157.and adjusted by the National Geodetic Survey in March 2005..
 DG9157
 DG9157.The geoid height was determined by GEOID03.
 DG9157
 DG9157.The dynamic height is computed by dividing the NAVD 88
 DG9157.geopotential number by the normal gravity value computed on the
 DG9157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9157.degrees latitude (g = 980.6199 gals.).
 DG9157
 DG9157.The modeled gravity was interpolated from observed gravity values.
 DG9157
 DG9157;                    North         East    Units  Estimated Accuracy
 DG9157;SPC MI S     -    34,570.    3,882,030.      MT  (+/- 180 meters Scaled)
 DG9157
 DG9157                          SUPERSEDED SURVEY CONTROL
 DG9157
 DG9157.No superseded survey control is available for this station.
 DG9157
 DG9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM008285(NAD 83)
 DG9157_MARKER: DD = SURVEY DISK
 DG9157_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9157_SP_SET: CULVERT WINGWALL
 DG9157_STAMPING: 14400 2001
 DG9157_MARK LOGO: MIDT  
 DG9157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9157+STABILITY: SURFACE MOTION
 DG9157
 DG9157  HISTORY     - Date     Condition        Report By
 DG9157  HISTORY     - 20010604 MONUMENTED       NGS
 DG9157  HISTORY     - 20030512 GOOD             NGS
 DG9157
 DG9157                          STATION DESCRIPTION
 DG9157
 DG9157'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9157'STATION IS LOCATED ABOUT 2.0 MILES WEST OF MOTTVILLE, IN THE
 DG9157'NORTHWEST 1/4 OF SECTION 2, T-8-S, R-13-W, MOTTVILLE TOWNSHIP.
 DG9157' 
 DG9157'TO REACH FROM THE BRIDGE OVER THE ST JOSEPH RIVER AT THE WEST  SIDE OF
 DG9157'MOTTVILLE, GO WEST ON HIGHWAY 12 FOR ABOUT 1.7 MILES TO THE  MARK ON
 DG9157'RIGHT.
 DG9157' 
 DG9157'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  CEMENTED
 DG9157'IN A DRILL HOLE IN THE NORTHEAST END OF A  WINGWALL FOR A  4-FOOT
 DG9157'CULVERT WHICH GOES UNDERNEATH HIGHWAY 12.  IT IS 28.0 FEET
 DG9157'NORTH-NORTHEAST OF THE CENTERLINE OF HIGHWAY 12, 26.0 FEET WEST  OF A
 DG9157'CURVE LEFT SIGN AND 6.2 FEET NORTH-NORTHEAST OF A CARSONITE  WITNESS
 DG9157'POST AND GUARDRAIL.
 DG9157' 
 DG9157'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9158 ***********************************************************************
 DG9158  DESIGNATION -  14401
 DG9158  PID         -  DG9158
 DG9158  STATE/COUNTY-  MI/CASS
 DG9158  USGS QUAD   -  MOTTVILLE (1992)
 DG9158
 DG9158                         *CURRENT SURVEY CONTROL
 DG9158  ___________________________________________________________________
 DG9158* NAD 83(1986)-  41 47 19.     (N)    085 50 43.     (W)     SCALED    
 DG9158* NAVD 88     -       249.650  (meters)     819.06   (feet)  ADJUSTED  
 DG9158  ___________________________________________________________________
 DG9158  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 DG9158  DYNAMIC HT  -         249.560 (meters)     818.76  (feet)  COMP
 DG9158  MODELED GRAV-     980,254.6   (mgal)                       NAVD 88
 DG9158
 DG9158  VERT ORDER  -  FIRST     CLASS II
 DG9158
 DG9158.The horizontal coordinates were scaled from a topographic map and have
 DG9158.an estimated accuracy of +/- 6 seconds.
 DG9158
 DG9158.The orthometric height was determined by differential leveling
 DG9158.and adjusted by the National Geodetic Survey in March 2005..
 DG9158
 DG9158.The geoid height was determined by GEOID03.
 DG9158
 DG9158.The dynamic height is computed by dividing the NAVD 88
 DG9158.geopotential number by the normal gravity value computed on the
 DG9158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9158.degrees latitude (g = 980.6199 gals.).
 DG9158
 DG9158.The modeled gravity was interpolated from observed gravity values.
 DG9158
 DG9158;                    North         East    Units  Estimated Accuracy
 DG9158;SPC MI S     -    33,140.    3,877,090.      MT  (+/- 180 meters Scaled)
 DG9158
 DG9158                          SUPERSEDED SURVEY CONTROL
 DG9158
 DG9158.No superseded survey control is available for this station.
 DG9158
 DG9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM959269(NAD 83)
 DG9158_MARKER: DD = SURVEY DISK
 DG9158_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9158_SP_SET: CULVERT HEADWALL
 DG9158_STAMPING: 14401 2001
 DG9158_MARK LOGO: MIDT  
 DG9158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9158+STABILITY: SURFACE MOTION
 DG9158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9158+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 DG9158
 DG9158  HISTORY     - Date     Condition        Report By
 DG9158  HISTORY     - 20010604 MONUMENTED       NGS
 DG9158  HISTORY     - 20030512 GOOD             NGS
 DG9158
 DG9158                          STATION DESCRIPTION
 DG9158
 DG9158'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9158'STATION IS LOCATED ABOUT 1.2 MILES EAST OF UNION, IN THE NORTHEAST
 DG9158'1/4 OF SECTION 8, T-8-S, R-13-W, MOTTVILLE TOWNSHIP AND ON HIGHWAY
 DG9158'RIGHT-OF-WAY.
 DG9158' 
 DG9158'TO REACH THE STATION FROM THE INTERSECTION OF UNION RD AND  HIGHWAY
 DG9158'12, GO EAST ON HIGHWAY 12 FOR 1.2 MILES TO THE STATION ON  THE LEFT
 DG9158'CEMENTED INTO A DRILL HOLE IN THE EAST END OF THE NORTH  HEADWALL OF A
 DG9158'4-FOOT CULVERT UNDERNEATH HIGHWAY 12.
 DG9158' 
 DG9158'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET  INTO
 DG9158'THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT FLUSH  WITH THE
 DG9158'GROUND SURFACE.   IT IS 45.6 FEET NORTHWEST OF THE  CENTERLINE OF
 DG9158'HIGHWAY 12, 27.0 FEET SOUTH-SOUTHEAST OF A FENCE,  11.6 FEET
 DG9158'WEST-SOUTHWEST OF AND UNDERGROUND TELEPHONE CABLE  JUNCTION BOX, 1.8
 DG9158'FEET WEST OF A WOODED POST AND 1.0 FEET WEST OF A  CARSONITE WITNESS
 DG9158'POST.
 DG9158' 
 DG9158'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9159 ***********************************************************************
 DG9159  DESIGNATION -  14402
 DG9159  PID         -  DG9159
 DG9159  STATE/COUNTY-  MI/CASS
 DG9159  USGS QUAD   -  MOTTVILLE (1992)
 DG9159
 DG9159                         *CURRENT SURVEY CONTROL
 DG9159  ___________________________________________________________________
 DG9159* NAD 83(1986)-  41 47 10.     (N)    085 52 02.     (W)     SCALED    
 DG9159* NAVD 88     -       248.271  (meters)     814.54   (feet)  ADJUSTED  
 DG9159  ___________________________________________________________________
 DG9159  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DG9159  DYNAMIC HT  -         248.181 (meters)     814.24  (feet)  COMP
 DG9159  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 DG9159
 DG9159  VERT ORDER  -  FIRST     CLASS II
 DG9159
 DG9159.The horizontal coordinates were scaled from a topographic map and have
 DG9159.an estimated accuracy of +/- 6 seconds.
 DG9159
 DG9159.The orthometric height was determined by differential leveling
 DG9159.and adjusted by the National Geodetic Survey in March 2005..
 DG9159
 DG9159.The geoid height was determined by GEOID03.
 DG9159
 DG9159.The dynamic height is computed by dividing the NAVD 88
 DG9159.geopotential number by the normal gravity value computed on the
 DG9159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9159.degrees latitude (g = 980.6199 gals.).
 DG9159
 DG9159.The modeled gravity was interpolated from observed gravity values.
 DG9159
 DG9159;                    North         East    Units  Estimated Accuracy
 DG9159;SPC MI S     -    32,890.    3,875,260.      MT  (+/- 180 meters Scaled)
 DG9159
 DG9159                          SUPERSEDED SURVEY CONTROL
 DG9159
 DG9159.No superseded survey control is available for this station.
 DG9159
 DG9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM941266(NAD 83)
 DG9159_MARKER: DD = SURVEY DISK
 DG9159_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9159_SP_SET: SIGNAL LIGHT BASE
 DG9159_STAMPING: 14402 2001
 DG9159_MARK LOGO: MIDT  
 DG9159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9159+STABILITY: SURFACE MOTION
 DG9159
 DG9159  HISTORY     - Date     Condition        Report By
 DG9159  HISTORY     - 20010611 MONUMENTED       NGS
 DG9159  HISTORY     - 20030512 GOOD             NGS
 DG9159
 DG9159                          STATION DESCRIPTION
 DG9159
 DG9159'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9159'STATION IS LOCATED AT THE INTERSECTION OF UNION RD AND U.S.  HIGHWAY
 DG9159'12 IN UNION.  IT IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 8,  T-8-S,
 DG9159'R-13-W, MOTTVILLE TOWNSHIP AND ON HIGHWAY PROPERTY.
 DG9159' 
 DG9159'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  CEMENTED
 DG9159'INTO A DRILL HOLE IN THE SQUARE CONCRETE  BASE FOR THE METAL POLE
 DG9159'WHICH HOLDS THE CAUTION LIGHT FOR THIS  INTERSECTION.  IT IS 38.9 FEET
 DG9159'SOUTH OF THE CENTERLINE OF HIGHWAY 12,  37.5 FEET EAST OF THE
 DG9159'CENTERLINE OF UNION RD, 34.6 FEET  EAST-NORTHEAST OF A UTILITY POLE
 DG9159'WITH THREE TRANSFORMERS, 21.4  FEET WEST-SOUTHWEST OF A MAILBOX AND
 DG9159'20.0 FEET NORTHWEST OF THE  NORTHWEST CORNER OF A BRICK BUILDING.
 DG9159' 
 DG9159'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9160 ***********************************************************************
 DG9160  DESIGNATION -  14403
 DG9160  PID         -  DG9160
 DG9160  STATE/COUNTY-  MI/CASS
 DG9160  USGS QUAD   -  ADAMSVILLE (1981)
 DG9160
 DG9160                         *CURRENT SURVEY CONTROL
 DG9160  ___________________________________________________________________
 DG9160* NAD 83(1986)-  41 46 36.     (N)    085 53 49.     (W)     SCALED    
 DG9160* NAVD 88     -       248.553  (meters)     815.46   (feet)  ADJUSTED  
 DG9160  ___________________________________________________________________
 DG9160  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 DG9160  DYNAMIC HT  -         248.461 (meters)     815.16  (feet)  COMP
 DG9160  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 DG9160
 DG9160  VERT ORDER  -  FIRST     CLASS II
 DG9160
 DG9160.The horizontal coordinates were scaled from a topographic map and have
 DG9160.an estimated accuracy of +/- 6 seconds.
 DG9160
 DG9160.The orthometric height was determined by differential leveling
 DG9160.and adjusted by the National Geodetic Survey in March 2005..
 DG9160
 DG9160.The geoid height was determined by GEOID03.
 DG9160
 DG9160.The dynamic height is computed by dividing the NAVD 88
 DG9160.geopotential number by the normal gravity value computed on the
 DG9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9160.degrees latitude (g = 980.6199 gals.).
 DG9160
 DG9160.The modeled gravity was interpolated from observed gravity values.
 DG9160
 DG9160;                    North         East    Units  Estimated Accuracy
 DG9160;SPC MI S     -    31,890.    3,872,770.      MT  (+/- 180 meters Scaled)
 DG9160
 DG9160                          SUPERSEDED SURVEY CONTROL
 DG9160
 DG9160.No superseded survey control is available for this station.
 DG9160
 DG9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM916255(NAD 83)
 DG9160_MARKER: DD = SURVEY DISK
 DG9160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9160_STAMPING: 14403 2001
 DG9160_MARK LOGO: MIDT  
 DG9160_PROJECTION: FLUSH
 DG9160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9160+STABILITY: SURFACE MOTION
 DG9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9160+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 DG9160
 DG9160  HISTORY     - Date     Condition        Report By
 DG9160  HISTORY     - 20010611 MONUMENTED       MIDT
 DG9160  HISTORY     - 20030512 GOOD             NGS
 DG9160
 DG9160                          STATION DESCRIPTION
 DG9160
 DG9160'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9160'STATION IS LOCATED ABOUT 1.6 MILES WEST OF UNION, IN THE NORTHWEST
 DG9160'1/4 OF SECTION 13. T-8-S, R-14-W,  MASON TOWNSHIP AND ON HIGHWAY
 DG9160'RIGHT-OF WAY.
 DG9160' 
 DG9160'TO REACH STATION FROM THE JUNCTION OF UNION RD AND HIGHWAY 12 IN
 DG9160'UNION, GO WEST ON HIGHWAY 12 FOR 1.6 MILES TO THE STATION ON THE  LEFT
 DG9160'IN THE CLEAR VISION AREA,  FOR THE INTERSECTION OF HIGHWAY 12  AND
 DG9160'KESSINGTON RD BY UTILITY POLE NUMBER C-598-24.
 DG9160' 
 DG9160'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9160'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9160'THE GROUND SURFACE.  IT IS 98.0 FEET EAST OF KESSINGTON RD, 69.0  FEET
 DG9160'EAST-SOUTHEAST OF A UTILITY POLE NUMBER C-598-24, 58.6 FEET  NORTH OF
 DG9160'THE CENTERLINE OF HIGHWAY 12, 8.6 FEET WEST-NORTHWEST  FROM A FENCE
 DG9160'CORNER AND UNDERGROUND FIBER OPTIC CABLE MARKER  AND 2.0 FEET
 DG9160'SOUTH-SOUTHWEST OF A FENCE.
 DG9160' 
 DG9160'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9161 ***********************************************************************
 DG9161  DESIGNATION -  14404
 DG9161  PID         -  DG9161
 DG9161  STATE/COUNTY-  MI/CASS
 DG9161  USGS QUAD   -  ADAMSVILLE (1981)
 DG9161
 DG9161                         *CURRENT SURVEY CONTROL
 DG9161  ___________________________________________________________________
 DG9161* NAD 83(1986)-  41 46 14.     (N)    085 55 28.     (W)     SCALED    
 DG9161* NAVD 88     -       246.825  (meters)     809.79   (feet)  ADJUSTED  
 DG9161  ___________________________________________________________________
 DG9161  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 DG9161  DYNAMIC HT  -         246.734 (meters)     809.49  (feet)  COMP
 DG9161  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 DG9161
 DG9161  VERT ORDER  -  FIRST     CLASS II
 DG9161
 DG9161.The horizontal coordinates were scaled from a topographic map and have
 DG9161.an estimated accuracy of +/- 6 seconds.
 DG9161
 DG9161.The orthometric height was determined by differential leveling
 DG9161.and adjusted by the National Geodetic Survey in March 2005..
 DG9161
 DG9161.The geoid height was determined by GEOID03.
 DG9161
 DG9161.The dynamic height is computed by dividing the NAVD 88
 DG9161.geopotential number by the normal gravity value computed on the
 DG9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9161.degrees latitude (g = 980.6199 gals.).
 DG9161
 DG9161.The modeled gravity was interpolated from observed gravity values.
 DG9161
 DG9161;                    North         East    Units  Estimated Accuracy
 DG9161;SPC MI S     -    31,250.    3,870,470.      MT  (+/- 180 meters Scaled)
 DG9161
 DG9161                          SUPERSEDED SURVEY CONTROL
 DG9161
 DG9161.No superseded survey control is available for this station.
 DG9161
 DG9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM893248(NAD 83)
 DG9161_MARKER: DD = SURVEY DISK
 DG9161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9161_STAMPING: 14404 2001
 DG9161_MARK LOGO: MIDT  
 DG9161_PROJECTION: FLUSH
 DG9161_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9161+STABILITY: SURFACE MOTION
 DG9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9161+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9161
 DG9161  HISTORY     - Date     Condition        Report By
 DG9161  HISTORY     - 20010611 MONUMENTED       NGS
 DG9161  HISTORY     - 20030513 GOOD             NGS
 DG9161
 DG9161                          STATION DESCRIPTION
 DG9161
 DG9161'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9161'STATION IS LOCATED ABOUT 3.0 MILES WEST OF UNION IN THE SOUTHEAST  1/4
 DG9161'OF SECTION 15, T-8-S, R-14-W, MASON TOWNSHIP AND ON HIGHWAY
 DG9161'RIGHT-OF-WAY.
 DG9161' 
 DG9161'TO REACH THE STATION OF THE INTERSECTION OF UNION RD AND HIGHWAY  12
 DG9161'IN UNION GO WEST ON HIGHWAY 12 FOR 3.1 MILES TO THE STATION ON  RIGHT
 DG9161'BY A ROAD SIGN (PASS WITH CARE).
 DG9161' 
 DG9161'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9161'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9161'THE GROUND SURFACE.  IT IS 26.10 FEET NORTH OF THE CENTERLINE  OF
 DG9161'HIGHWAY 12, 16.6 FEET EAST OF A FIELD ENTRANCE RD, 15.10 FEET  SOUTH
 DG9161'OF A FENCE LINE, 15.0 FEET SOUTHWEST OF AND UNGERGROUND  TELEPHONE
 DG9161'CABLE BOX AND 1.0 FEET EAST OF THE ROAD SIGN (PASS WITH  CARE).
 DG9161' 
 DG9161'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9162 ***********************************************************************
 DG9162  DESIGNATION -  14405
 DG9162  PID         -  DG9162
 DG9162  STATE/COUNTY-  MI/CASS
 DG9162  USGS QUAD   -  ADAMSVILLE (1981)
 DG9162
 DG9162                         *CURRENT SURVEY CONTROL
 DG9162  ___________________________________________________________________
 DG9162* NAD 83(1986)-  41 46 08.     (N)    085 57 02.     (W)     SCALED    
 DG9162* NAVD 88     -       244.700  (meters)     802.82   (feet)  ADJUSTED  
 DG9162  ___________________________________________________________________
 DG9162  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DG9162  DYNAMIC HT  -         244.609 (meters)     802.52  (feet)  COMP
 DG9162  MODELED GRAV-     980,245.2   (mgal)                       NAVD 88
 DG9162
 DG9162  VERT ORDER  -  FIRST     CLASS II
 DG9162
 DG9162.The horizontal coordinates were scaled from a topographic map and have
 DG9162.an estimated accuracy of +/- 6 seconds.
 DG9162
 DG9162.The orthometric height was determined by differential leveling
 DG9162.and adjusted by the National Geodetic Survey in March 2005..
 DG9162
 DG9162.The geoid height was determined by GEOID03.
 DG9162
 DG9162.The dynamic height is computed by dividing the NAVD 88
 DG9162.geopotential number by the normal gravity value computed on the
 DG9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9162.degrees latitude (g = 980.6199 gals.).
 DG9162
 DG9162.The modeled gravity was interpolated from observed gravity values.
 DG9162
 DG9162;                    North         East    Units  Estimated Accuracy
 DG9162;SPC MI S     -    31,110.    3,868,300.      MT  (+/- 180 meters Scaled)
 DG9162
 DG9162                          SUPERSEDED SURVEY CONTROL
 DG9162
 DG9162.No superseded survey control is available for this station.
 DG9162
 DG9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM872246(NAD 83)
 DG9162_MARKER: DD = SURVEY DISK
 DG9162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9162_SP_SET: CULVERT HEADWALL
 DG9162_STAMPING: 14405 2001
 DG9162_MARK LOGO: MIDT  
 DG9162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9162+STABILITY: SURFACE MOTION
 DG9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9162+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9162
 DG9162  HISTORY     - Date     Condition        Report By
 DG9162  HISTORY     - 20010611 MONUMENTED       NGS
 DG9162  HISTORY     - 20030513 GOOD             NGS
 DG9162
 DG9162                          STATION DESCRIPTION
 DG9162
 DG9162'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RLR)
 DG9162'STATION IS LOCATED 4.5 MILES WEST OF UNION, ABOUT 2.6 MILES EAST OF
 DG9162'ADAMSVILLE, IN THE SOUTHWEST 1/4 OF SECTION 16, T-8-S, R-14-W AND ON
 DG9162'HIGHWAY RIGHT-OF-WAY.
 DG9162' 
 DG9162'TO REACH FROM THE INTERSECTION OF UNION RD AND U.S. HIGHWAY 12 IN
 DG9162'UNION, GO WEST ON HIGHWAY 12 FOR 4.5 MILES TO THE INTERSECTION OF
 DG9162'FIVE POINT RD AND THE STATION IN THE NORTHEAST QUADRANT OF THIS
 DG9162'INTERSECTION IN THE CLEAR VISION AREA AND ABOUT 4-FEET BELOW LEVEL  OF
 DG9162'THE HIGHWAY.
 DG9162' 
 DG9162'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,
 DG9162'CEMENTED INTO A DRILL HOLE IN THE NORTHEAST END OF THE NORTH  HEADWALL
 DG9162'OF A 4-FOOT CULVERT UNDER HIGHWAY 12.   IT IS 42.0 FEET  NORTH OF THE
 DG9162'CENTERLINE OF HIGHWAY 12, 32.0 FEET EAST OF THE  CENTERLINE OF FIVE
 DG9162'POINTS RD, 24.0 FEET SOUTH OF A UTILITY POLE  NUMBER C-595-16 AND 1.5
 DG9162'FEET NORTH-NORTHWEST OF A CARSONITE  WITNESS POST.
 DG9162' 
 DG9162'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9174 ***********************************************************************
 DG9174  DESIGNATION -  14406
 DG9174  PID         -  DG9174
 DG9174  STATE/COUNTY-  MI/CASS
 DG9174  USGS QUAD   -  ADAMSVILLE (1981)
 DG9174
 DG9174                         *CURRENT SURVEY CONTROL
 DG9174  ___________________________________________________________________
 DG9174* NAD 83(1986)-  41 46 36.     (N)    085 58 28.     (W)     SCALED    
 DG9174* NAVD 88     -       247.614  (meters)     812.38   (feet)  ADJUSTED  
 DG9174  ___________________________________________________________________
 DG9174  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 DG9174  DYNAMIC HT  -         247.522 (meters)     812.08  (feet)  COMP
 DG9174  MODELED GRAV-     980,245.6   (mgal)                       NAVD 88
 DG9174
 DG9174  VERT ORDER  -  FIRST     CLASS II
 DG9174
 DG9174.The horizontal coordinates were scaled from a topographic map and have
 DG9174.an estimated accuracy of +/- 6 seconds.
 DG9174
 DG9174.The orthometric height was determined by differential leveling
 DG9174.and adjusted by the National Geodetic Survey in March 2005..
 DG9174
 DG9174.The geoid height was determined by GEOID03.
 DG9174
 DG9174.The dynamic height is computed by dividing the NAVD 88
 DG9174.geopotential number by the normal gravity value computed on the
 DG9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9174.degrees latitude (g = 980.6199 gals.).
 DG9174
 DG9174.The modeled gravity was interpolated from observed gravity values.
 DG9174
 DG9174;                    North         East    Units  Estimated Accuracy
 DG9174;SPC MI S     -    32,010.    3,866,330.      MT  (+/- 180 meters Scaled)
 DG9174
 DG9174                          SUPERSEDED SURVEY CONTROL
 DG9174
 DG9174.No superseded survey control is available for this station.
 DG9174
 DG9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM852254(NAD 83)
 DG9174_MARKER: DD = SURVEY DISK
 DG9174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9174_STAMPING: 14406 2001
 DG9174_MARK LOGO: MIDT  
 DG9174_PROJECTION: FLUSH
 DG9174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9174+STABILITY: SURFACE MOTION
 DG9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9174+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9174
 DG9174  HISTORY     - Date     Condition        Report By
 DG9174  HISTORY     - 20010611 MONUMENTED       NGS
 DG9174  HISTORY     - 20030513 GOOD             NGS
 DG9174
 DG9174                          STATION DESCRIPTION
 DG9174
 DG9174'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9174'STATION IS LOCATED 5.8 MILES WEST OF UNION, ABOUT 1.3 MILES EAST OF
 DG9174'ADAMSVILLE, IN THE NORTHWEST 1/4 OF SECTION 17, T-8-S, R-14-W AND ON
 DG9174'HIGHWAY RIGHT-OF-WAY.
 DG9174' 
 DG9174'TO REACH FROM THE INTERSECTION OF UNION RD AND U.S. HIGHWAY 12 IN
 DG9174'UNION, GO WEST ON HIGHWAY 12 FOR 5.8 MILES TO THE INTERSECTION OF
 DG9174'CASSOPOUS RD AND THE STATION IN THE SOUTHEAST QUADRANT OF THIS
 DG9174'INTERSECTION IN THE CLEAR VISION AREA BY UTILITY POLE NUMBER  C-594-37
 DG9174'WHICH HAS A TRANSFORMER AND A STREET LAMP ATTACHED.
 DG9174' 
 DG9174'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,   SET
 DG9174'INTO THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT,  FLUSH WITH
 DG9174'THE GROUND SURFACE.  IT IS 66.0 FEET SOUTH-SOUTHWEST OF  THE
 DG9174'CENTERLINE OF HIGHWAY 12, 45.2 FEET SOUTH OF A UTILITY POLE, 30.4
 DG9174'FEET EAST OF THE CENTERLINE OF CASSOPOUS RD AND 1.0 FEET NORTH OF  A
 DG9174'UTILITY POLE AND WITNESS POST.
 DG9174' 
 DG9174'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9163 ***********************************************************************
 DG9163  DESIGNATION -  14407
 DG9163  PID         -  DG9163
 DG9163  STATE/COUNTY-  MI/CASS
 DG9163  USGS QUAD   -  ADAMSVILLE (1981)
 DG9163
 DG9163                         *CURRENT SURVEY CONTROL
 DG9163  ___________________________________________________________________
 DG9163* NAD 83(1986)-  41 47 12.     (N)    085 59 51.     (W)     SCALED    
 DG9163* NAVD 88     -       244.394  (meters)     801.82   (feet)  ADJUSTED  
 DG9163  ___________________________________________________________________
 DG9163  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 DG9163  DYNAMIC HT  -         244.304 (meters)     801.52  (feet)  COMP
 DG9163  MODELED GRAV-     980,246.8   (mgal)                       NAVD 88
 DG9163
 DG9163  VERT ORDER  -  FIRST     CLASS II
 DG9163
 DG9163.The horizontal coordinates were scaled from a topographic map and have
 DG9163.an estimated accuracy of +/- 6 seconds.
 DG9163
 DG9163.The orthometric height was determined by differential leveling
 DG9163.and adjusted by the National Geodetic Survey in March 2005..
 DG9163
 DG9163.The geoid height was determined by GEOID03.
 DG9163
 DG9163.The dynamic height is computed by dividing the NAVD 88
 DG9163.geopotential number by the normal gravity value computed on the
 DG9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9163.degrees latitude (g = 980.6199 gals.).
 DG9163
 DG9163.The modeled gravity was interpolated from observed gravity values.
 DG9163
 DG9163;                    North         East    Units  Estimated Accuracy
 DG9163;SPC MI S     -    33,160.    3,864,430.      MT  (+/- 180 meters Scaled)
 DG9163
 DG9163                          SUPERSEDED SURVEY CONTROL
 DG9163
 DG9163.No superseded survey control is available for this station.
 DG9163
 DG9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM833265(NAD 83)
 DG9163_MARKER: DD = SURVEY DISK
 DG9163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9163_STAMPING: 14407 2001
 DG9163_MARK LOGO: MIDT  
 DG9163_PROJECTION: FLUSH
 DG9163_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9163+STABILITY: SURFACE MOTION
 DG9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9163+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9163
 DG9163  HISTORY     - Date     Condition        Report By
 DG9163  HISTORY     - 20010611 MONUMENTED       NGS
 DG9163  HISTORY     - 20030513 GOOD             NGS
 DG9163
 DG9163                          STATION DESCRIPTION
 DG9163
 DG9163'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9163'STATION IS LOCATED JUST TO THE EAST SIDE OF ADAMSVILLE AT A BRIDGE
 DG9163'OVER CHRISTIANA CREEK.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 12,
 DG9163'T-8-S, R-14-W AND ON HIGHWAY RIGHT-OF-WAY.
 DG9163' 
 DG9163'TO REACH STATION FROM THE INTERSECTION OF ADAMSVILLE RD AND U.S.
 DG9163'HIGHWAY 12 IN ADAMSVILLE, GO EAST ON HIGHWAY 12 FOR 0.15 MILES TO  THE
 DG9163'MARK ON LEFT AT THE NORTHWEST SIDE OF BRIDGE.
 DG9163' 
 DG9163'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9163'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9163'THE GROUND SURFACE.  IT IS 26.0 FEET NORTH OF THE CENTERLINE  OF
 DG9163'HIGHWAY 12, 21.0 FEET WEST OF THE CENTERLINE OF CHRISTIANA  CREEK, 5.0
 DG9163'FEET EAST-NORTHEAST OF A CARSONITE WITNESS POST AND  3.10 FEET NORTH
 DG9163'OF THE NORTHWEST CORNER OF BRIDGE.
 DG9163' 
 DG9163'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9164 ***********************************************************************
 DG9164  DESIGNATION -  14408
 DG9164  PID         -  DG9164
 DG9164  STATE/COUNTY-  MI/CASS
 DG9164  USGS QUAD   -  EDWARDSBURG (1981)
 DG9164
 DG9164                         *CURRENT SURVEY CONTROL
 DG9164  ___________________________________________________________________
 DG9164* NAD 83(1986)-  41 47 35.     (N)    086 01 41.     (W)     SCALED    
 DG9164* NAVD 88     -       247.443  (meters)     811.82   (feet)  ADJUSTED  
 DG9164  ___________________________________________________________________
 DG9164  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 DG9164  DYNAMIC HT  -         247.351 (meters)     811.52  (feet)  COMP
 DG9164  MODELED GRAV-     980,245.5   (mgal)                       NAVD 88
 DG9164
 DG9164  VERT ORDER  -  FIRST     CLASS II
 DG9164
 DG9164.The horizontal coordinates were scaled from a topographic map and have
 DG9164.an estimated accuracy of +/- 6 seconds.
 DG9164
 DG9164.The orthometric height was determined by differential leveling
 DG9164.and adjusted by the National Geodetic Survey in March 2005..
 DG9164
 DG9164.The geoid height was determined by GEOID03.
 DG9164
 DG9164.The dynamic height is computed by dividing the NAVD 88
 DG9164.geopotential number by the normal gravity value computed on the
 DG9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9164.degrees latitude (g = 980.6199 gals.).
 DG9164
 DG9164.The modeled gravity was interpolated from observed gravity values.
 DG9164
 DG9164;                    North         East    Units  Estimated Accuracy
 DG9164;SPC MI S     -    33,920.    3,861,910.      MT  (+/- 180 meters Scaled)
 DG9164
 DG9164                          SUPERSEDED SURVEY CONTROL
 DG9164
 DG9164.No superseded survey control is available for this station.
 DG9164
 DG9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM807272(NAD 83)
 DG9164_MARKER: DD = SURVEY DISK
 DG9164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9164_STAMPING: 14408 2001
 DG9164_MARK LOGO: MIDT  
 DG9164_PROJECTION: FLUSH
 DG9164_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9164+STABILITY: SURFACE MOTION
 DG9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9164+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9164
 DG9164  HISTORY     - Date     Condition        Report By
 DG9164  HISTORY     - 20010611 MONUMENTED       NGS
 DG9164  HISTORY     - 20030513 GOOD             NGS
 DG9164
 DG9164                          STATION DESCRIPTION
 DG9164
 DG9164'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9164'STATION IS LOCATED ABOUT 1.3 MILES WEST OF ADAMSVILLE, IN THE
 DG9164'NORTHWEST 1/4 OF SECTION 11, T-8-S, R-15-W AND ON HIGHWAY
 DG9164'RIGHT-OF-WAY.
 DG9164' 
 DG9164'TO REACH THE STATION FROM THE INTERSECTION OF ADAMSVILLE RD AND  U.S.
 DG9164'HIGHWAY 12 IN ADAMSVILLE, GO WEST ON HIGHWAY 12 FOR ABOUT 1.4  MILES
 DG9164'TO THE STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF THE
 DG9164'INTERSECTION OF BRADY RD.
 DG9164' 
 DG9164'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9164'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9164'THE GROUND SURFACE.  IT IS 58.6 FEET SOUTH OF A UTILITY POLE  NUMBER
 DG9164'C-567-11, 40.6 FEET NORTH OF THE CENTERLINE OF HIGHWA 12, 22.6  FEET
 DG9164'EAST OF THE CENTERLINE OF BRADY RD, AND 1.0 FEET NORTH OF  UTILITY
 DG9164'POLE NUMBER C-567-12 AND A CARSONITE WITNESS POST.
 DG9164' 
 DG9164'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9165 ***********************************************************************
 DG9165  DESIGNATION -  14409
 DG9165  PID         -  DG9165
 DG9165  STATE/COUNTY-  MI/CASS
 DG9165  USGS QUAD   -  EDWARDSBURG (1981)
 DG9165
 DG9165                         *CURRENT SURVEY CONTROL
 DG9165  ___________________________________________________________________
 DG9165* NAD 83(1986)-  41 47 58.     (N)    086 03 14.     (W)     SCALED    
 DG9165* NAVD 88     -       247.234  (meters)     811.13   (feet)  ADJUSTED  
 DG9165  ___________________________________________________________________
 DG9165  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 DG9165  DYNAMIC HT  -         247.142 (meters)     810.83  (feet)  COMP
 DG9165  MODELED GRAV-     980,246.7   (mgal)                       NAVD 88
 DG9165
 DG9165  VERT ORDER  -  FIRST     CLASS II
 DG9165
 DG9165.The horizontal coordinates were scaled from a topographic map and have
 DG9165.an estimated accuracy of +/- 6 seconds.
 DG9165
 DG9165.The orthometric height was determined by differential leveling
 DG9165.and adjusted by the National Geodetic Survey in March 2005..
 DG9165
 DG9165.The geoid height was determined by GEOID03.
 DG9165
 DG9165.The dynamic height is computed by dividing the NAVD 88
 DG9165.geopotential number by the normal gravity value computed on the
 DG9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9165.degrees latitude (g = 980.6199 gals.).
 DG9165
 DG9165.The modeled gravity was interpolated from observed gravity values.
 DG9165
 DG9165;                    North         East    Units  Estimated Accuracy
 DG9165;SPC MI S     -    34,670.    3,859,770.      MT  (+/- 180 meters Scaled)
 DG9165
 DG9165                          SUPERSEDED SURVEY CONTROL
 DG9165
 DG9165.No superseded survey control is available for this station.
 DG9165
 DG9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM786279(NAD 83)
 DG9165_MARKER: DD = SURVEY DISK
 DG9165_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG9165_SP_SET: CULVERT HEADWALL
 DG9165_STAMPING: 14409 2001
 DG9165_MARK LOGO: MIDT  
 DG9165_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9165+STABILITY: SURFACE MOTION
 DG9165
 DG9165  HISTORY     - Date     Condition        Report By
 DG9165  HISTORY     - 20010611 MONUMENTED       NGS
 DG9165  HISTORY     - 20030513 GOOD             NGS
 DG9165
 DG9165                          STATION DESCRIPTION
 DG9165
 DG9165'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9165'STATION IS LOCATED ABOUT 1.2 MILES EAST OF EDWARDSBURG IN THE
 DG9165'SOUTHEAST 1/4 OF SECTION 4, T-8-S, R-15-W AND ON HIGHWAY
 DG9165'RIGHT-OF-WAY.
 DG9165' 
 DG9165'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 62 AND  U.S.
 DG9165'HIGHWAY 12 AT THE EAST EDGE OF EDWARDSBURG, GO EAST ON  HIGHWAY 12 FOR
 DG9165'1.5 MILES TO THE STATION ON THE LEFT AT A CULVERT AND IN FRONT OF THE
 DG9165'MDI  MANUFACTURING BUILDING.
 DG9165' 
 DG9165'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,
 DG9165'CEMENTED INTO A DRILL HOLE IN THE NORTHWEST END OF THE NORTH  HEADWALL
 DG9165'FOR A 4-FOOT CULVERT UNDER HIGHWAY 12.  IT IS 31.8 FEET  NORTH OF THE
 DG9165'CENTERLINE OF HIGHWAY 12, 7.8 FEET SOUTHWEST OF A  GTE BURIED CABLE
 DG9165'MARKER POST AND 1.0 FEET EAST-SOUTHEAST OF A  CARSONITE WITNESS POST.
 DG9165' 
 DG9165'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9166 ***********************************************************************
 DG9166  DESIGNATION -  14410
 DG9166  PID         -  DG9166
 DG9166  STATE/COUNTY-  MI/CASS
 DG9166  USGS QUAD   -  EDWARDSBURG (1981)
 DG9166
 DG9166                         *CURRENT SURVEY CONTROL
 DG9166  ___________________________________________________________________
 DG9166* NAD 83(1986)-  41 48 00.     (N)    086 04 39.     (W)     SCALED    
 DG9166* NAVD 88     -       252.154  (meters)     827.28   (feet)  ADJUSTED  
 DG9166  ___________________________________________________________________
 DG9166  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DG9166  DYNAMIC HT  -         252.060 (meters)     826.97  (feet)  COMP
 DG9166  MODELED GRAV-     980,247.2   (mgal)                       NAVD 88
 DG9166
 DG9166  VERT ORDER  -  FIRST     CLASS II
 DG9166
 DG9166.The horizontal coordinates were scaled from a topographic map and have
 DG9166.an estimated accuracy of +/- 6 seconds.
 DG9166
 DG9166.The orthometric height was determined by differential leveling
 DG9166.and adjusted by the National Geodetic Survey in March 2005..
 DG9166
 DG9166.The geoid height was determined by GEOID03.
 DG9166
 DG9166.The dynamic height is computed by dividing the NAVD 88
 DG9166.geopotential number by the normal gravity value computed on the
 DG9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9166.degrees latitude (g = 980.6199 gals.).
 DG9166
 DG9166.The modeled gravity was interpolated from observed gravity values.
 DG9166
 DG9166;                    North         East    Units  Estimated Accuracy
 DG9166;SPC MI S     -    34,770.    3,857,810.      MT  (+/- 180 meters Scaled)
 DG9166
 DG9166                          SUPERSEDED SURVEY CONTROL
 DG9166
 DG9166.No superseded survey control is available for this station.
 DG9166
 DG9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM766279(NAD 83)
 DG9166_MARKER: DD = SURVEY DISK
 DG9166_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DG9166_SP_SET: SIGNAL LIGHT BASE
 DG9166_STAMPING: 14410 2001
 DG9166_MARK LOGO: MIDT  
 DG9166_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9166+STABILITY: SURFACE MOTION
 DG9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9166+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9166
 DG9166  HISTORY     - Date     Condition        Report By
 DG9166  HISTORY     - 20010611 MONUMENTED       NGS
 DG9166  HISTORY     - 20030513 GOOD             NGS
 DG9166
 DG9166                          STATION DESCRIPTION
 DG9166
 DG9166'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9166'STATION IS LOCATED AT THE EAST SIDE OF EDWARDSBURG AT THE
 DG9166'INTERSECTION OF U.S. HIGHWAY 12  AND STATE HIGHWAY 62.  IT IS IN THE
 DG9166'SOUTHEAST 1/4 OF SECTION 5, T-8-S, R-15-W AND ON HIGHWAY
 DG9166'RIGHT-OF-WAY.
 DG9166' 
 DG9166'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,
 DG9166'CEMENTED INTO A DRILL HOLE THE 36-INCH SQUARE CONCRETE BASE FOR  THE
 DG9166'SIGNAL LIGHT POLE AT THIS INTERSECTION.  IT IS 58.0 FEET WEST OF THE
 DG9166'CENTERLINE OF HIGHWAY 62, 56.0 FEET NORTH OF THE CENTERLINE OF
 DG9166'HIGHWAY 12, 47.2 FEET EAST-SOUTHEAST OF THE NEAR RAIL OF RAILROAD
 DG9166'TRACKS, AND 8.2 FEET NORTHEAST OF UTILITY POLE WITH STREET LAMP.
 DG9166'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9167 ***********************************************************************
 DG9167  DESIGNATION -  14411
 DG9167  PID         -  DG9167
 DG9167  STATE/COUNTY-  MI/CASS
 DG9167  USGS QUAD   -  EDWARDSBURG (1981)
 DG9167
 DG9167                         *CURRENT SURVEY CONTROL
 DG9167  ___________________________________________________________________
 DG9167* NAD 83(1986)-  41 47 33.     (N)    086 06 31.     (W)     SCALED    
 DG9167* NAVD 88     -       255.747  (meters)     839.06   (feet)  ADJUSTED  
 DG9167  ___________________________________________________________________
 DG9167  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 DG9167  DYNAMIC HT  -         255.653 (meters)     838.75  (feet)  COMP
 DG9167  MODELED GRAV-     980,246.6   (mgal)                       NAVD 88
 DG9167
 DG9167  VERT ORDER  -  FIRST     CLASS II
 DG9167
 DG9167.The horizontal coordinates were scaled from a topographic map and have
 DG9167.an estimated accuracy of +/- 6 seconds.
 DG9167
 DG9167.The orthometric height was determined by differential leveling
 DG9167.and adjusted by the National Geodetic Survey in March 2005..
 DG9167
 DG9167.The geoid height was determined by GEOID03.
 DG9167
 DG9167.The dynamic height is computed by dividing the NAVD 88
 DG9167.geopotential number by the normal gravity value computed on the
 DG9167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9167.degrees latitude (g = 980.6199 gals.).
 DG9167
 DG9167.The modeled gravity was interpolated from observed gravity values.
 DG9167
 DG9167;                    North         East    Units  Estimated Accuracy
 DG9167;SPC MI S     -    33,990.    3,855,210.      MT  (+/- 180 meters Scaled)
 DG9167
 DG9167                          SUPERSEDED SURVEY CONTROL
 DG9167
 DG9167.No superseded survey control is available for this station.
 DG9167
 DG9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM740271(NAD 83)
 DG9167_MARKER: DD = SURVEY DISK
 DG9167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9167_STAMPING: 14411 2001
 DG9167_MARK LOGO: MIDT  
 DG9167_PROJECTION: FLUSH
 DG9167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9167+STABILITY: SURFACE MOTION
 DG9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9167+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9167
 DG9167  HISTORY     - Date     Condition        Report By
 DG9167  HISTORY     - 20010611 MONUMENTED       NGS
 DG9167  HISTORY     - 20030513 GOOD             NGS
 DG9167
 DG9167                          STATION DESCRIPTION
 DG9167
 DG9167'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9167'STATION IS LOCATED ABOUT 1.0 MILE WEST OF EDWARDSBURG, IN THE
 DG9167'NORTHWEST 1/4 OF SECTION 7, T-8-S, R-15-W AND ON HIGHWAY
 DG9167'RIGHT-OF-WAY.
 DG9167' 
 DG9167'TO REACH FROM THE INTERSECTIONS OF U.S. HIGHWAY 12 AND STATE  HIGHWAY
 DG9167'62 AT THE EAST SIDE OF EDWARDSBURG, GO WEST ON HIGHWAY  12 FOR 1.6
 DG9167'MILES TO A CROSSROAD, CONRAD ROAD AND THE STATION IN  THE NORTHWEST
 DG9167'QUADRANT OF THIS INTERSECTION.
 DG9167' 
 DG9167'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9167'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9167'THE GROUND SURFACE.  IT IS 66.0 FEET WEST OF THE CENTERLINE OF  CONRAD
 DG9167'RD, 34.0 FEET NORTH OF THE CENTERLINE OF HIGHWAY 12, 33.0  FEET WEST
 DG9167'OF A UTILITY POLE NUMBER FBEC 11494 AND 1.0 FEET EAST OF A  UTILITY
 DG9167'POLE NUMBER FBEC 11495.
 DG9167' 
 DG9167'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9168 ***********************************************************************
 DG9168  DESIGNATION -  14412
 DG9168  PID         -  DG9168
 DG9168  STATE/COUNTY-  MI/CASS
 DG9168  USGS QUAD   -  NILES EAST (1981)
 DG9168
 DG9168                         *CURRENT SURVEY CONTROL
 DG9168  ___________________________________________________________________
 DG9168* NAD 83(1986)-  41 47 07.     (N)    086 08 15.     (W)     SCALED    
 DG9168* NAVD 88     -       250.817  (meters)     822.89   (feet)  ADJUSTED  
 DG9168  ___________________________________________________________________
 DG9168  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 DG9168  DYNAMIC HT  -         250.724 (meters)     822.58  (feet)  COMP
 DG9168  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 DG9168
 DG9168  VERT ORDER  -  FIRST     CLASS II
 DG9168
 DG9168.The horizontal coordinates were scaled from a topographic map and have
 DG9168.an estimated accuracy of +/- 6 seconds.
 DG9168
 DG9168.The orthometric height was determined by differential leveling
 DG9168.and adjusted by the National Geodetic Survey in March 2005..
 DG9168
 DG9168.The geoid height was determined by GEOID03.
 DG9168
 DG9168.The dynamic height is computed by dividing the NAVD 88
 DG9168.geopotential number by the normal gravity value computed on the
 DG9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9168.degrees latitude (g = 980.6199 gals.).
 DG9168
 DG9168.The modeled gravity was interpolated from observed gravity values.
 DG9168
 DG9168;                    North         East    Units  Estimated Accuracy
 DG9168;SPC MI S     -    33,240.    3,852,790.      MT  (+/- 180 meters Scaled)
 DG9168
 DG9168                          SUPERSEDED SURVEY CONTROL
 DG9168
 DG9168.No superseded survey control is available for this station.
 DG9168
 DG9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM716262(NAD 83)
 DG9168_MARKER: DD = SURVEY DISK
 DG9168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9168_STAMPING: 14412 2001
 DG9168_MARK LOGO: MIDT  
 DG9168_PROJECTION: FLUSH
 DG9168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9168+STABILITY: SURFACE MOTION
 DG9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9168+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2006
 DG9168
 DG9168  HISTORY     - Date     Condition        Report By
 DG9168  HISTORY     - 20010611 MONUMENTED       NGS
 DG9168  HISTORY     - 20030513 GOOD             NGS
 DG9168  HISTORY     - 20060813 GOOD             GEOCAC
 DG9168
 DG9168                          STATION DESCRIPTION
 DG9168
 DG9168'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9168'STATION IS LOCATED ABOUT 3.0 MILES WEST OF EDWARDSBURG ALONG U.S.
 DG9168'HIGHWAY 12  AT THE INTERSECTION OF HIGHWAY 12 AND BRUSH RD.  IT IS  IN
 DG9168'THE NORTHWEST 1/4 OF SECTION 15, T-8-S, R-16-W AND ON HIGHWAY
 DG9168'RIGHT-OF-WAY.
 DG9168' 
 DG9168'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND
 DG9168'STATE HIGHWAY 62 AT THE EAST SIDE OF EDWARDSBURG, GO WEST ON  HIGHWAY
 DG9168'12 FOR 3.1 MILES TO THE STATION ON THE LEFT IN THE CLEAR  VISION AREA
 DG9168'WHICH IS THE  SOUTHEAST QUADRANT OF THIS INTERSECTION.
 DG9168' 
 DG9168'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9168'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9168'THE GROUND SURFACE.  IT IS 37.0 FEET SOUTH OF THE CENTERLINE  OF
 DG9168'HIGHWAY 12, 30.4 FEET EAST OF THE CENTERLINE OF BRUSH RD AND 1.0  FEET
 DG9168'NORTH OF UTILITY POLE NUMBER FBEC 12666.
 DG9168' 
 DG9168'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 DG9168
 DG9168                          STATION RECOVERY (2006)
 DG9168
 DG9168'RECOVERY NOTE BY GEOCACHING 2006 (RLM)
 DG9168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9169 ***********************************************************************
 DG9169  DESIGNATION -  14413
 DG9169  PID         -  DG9169
 DG9169  STATE/COUNTY-  MI/CASS
 DG9169  USGS QUAD   -  NILES EAST (1981)
 DG9169
 DG9169                         *CURRENT SURVEY CONTROL
 DG9169  ___________________________________________________________________
 DG9169* NAD 83(1986)-  41 46 56.     (N)    086 10 01.     (W)     SCALED    
 DG9169* NAVD 88     -       243.385  (meters)     798.51   (feet)  ADJUSTED  
 DG9169  ___________________________________________________________________
 DG9169  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DG9169  DYNAMIC HT  -         243.294 (meters)     798.21  (feet)  COMP
 DG9169  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 DG9169
 DG9169  VERT ORDER  -  FIRST     CLASS II
 DG9169
 DG9169.The horizontal coordinates were scaled from a topographic map and have
 DG9169.an estimated accuracy of +/- 6 seconds.
 DG9169
 DG9169.The orthometric height was determined by differential leveling
 DG9169.and adjusted by the National Geodetic Survey in March 2005..
 DG9169
 DG9169.The geoid height was determined by GEOID03.
 DG9169
 DG9169.The dynamic height is computed by dividing the NAVD 88
 DG9169.geopotential number by the normal gravity value computed on the
 DG9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9169.degrees latitude (g = 980.6199 gals.).
 DG9169
 DG9169.The modeled gravity was interpolated from observed gravity values.
 DG9169
 DG9169;                    North         East    Units  Estimated Accuracy
 DG9169;SPC MI S     -    32,950.    3,850,340.      MT  (+/- 180 meters Scaled)
 DG9169
 DG9169                          SUPERSEDED SURVEY CONTROL
 DG9169
 DG9169.No superseded survey control is available for this station.
 DG9169
 DG9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM692259(NAD 83)
 DG9169_MARKER: DD = SURVEY DISK
 DG9169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9169_STAMPING: 14413 2001
 DG9169_MARK LOGO: MIDT  
 DG9169_PROJECTION: FLUSH
 DG9169_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9169+STABILITY: SURFACE MOTION
 DG9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9169+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9169
 DG9169  HISTORY     - Date     Condition        Report By
 DG9169  HISTORY     - 20010611 MONUMENTED       NGS
 DG9169  HISTORY     - 20030513 GOOD             NGS
 DG9169
 DG9169                          STATION DESCRIPTION
 DG9169
 DG9169'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9169'STATION IS LOCATED ABOUT 4.5 MILES WEST OF EDWARDSBURG IN THE
 DG9169'NORTHEAST 1/4 OF SECTION 16, T-8-S,R-16-W,  MILTON TOWNSHIP  AND ON
 DG9169'HIGHWAY RIGHT-OF-WAY.
 DG9169' 
 DG9169'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 12 AND
 DG9169'STATE HIGHWAY 62 AT THE EAST SIDE OF EDWARDSBURG, GO WEST ON  HIGHWAY
 DG9169'12 FOR 4.5 MILES TO THE INTERSECTION OF LEET RD RIGHT AND  THE STATION
 DG9169'SET IN THE NORTHWEST QUADRANT OF THIS INTERSECTION.
 DG9169' 
 DG9169'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9169'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9169'THE GROUND SURFACE.  IT IS 120.0 FEET NORTH OF THE CENTERLINE  OF
 DG9169'HIGHWAY 12,  72.0 FEET NORTH OF A STOP SIGN, 23.0 FEET WEST OF THE
 DG9169'CENTERLINE OF LEET RD, AND 1.0 FEET WEST OF A UTILITY POLE NUMBER
 DG9169'C-583-15.
 DG9169' 
 DG9169'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9170 ***********************************************************************
 DG9170  DESIGNATION -  14414
 DG9170  PID         -  DG9170
 DG9170  STATE/COUNTY-  MI/CASS
 DG9170  USGS QUAD   -  NILES EAST (1981)
 DG9170
 DG9170                         *CURRENT SURVEY CONTROL
 DG9170  ___________________________________________________________________
 DG9170* NAD 83(1986)-  41 46 58.     (N)    086 11 26.     (W)     SCALED    
 DG9170* NAVD 88     -       253.412  (meters)     831.40   (feet)  ADJUSTED  
 DG9170  ___________________________________________________________________
 DG9170  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DG9170  DYNAMIC HT  -         253.319 (meters)     831.10  (feet)  COMP
 DG9170  MODELED GRAV-     980,246.2   (mgal)                       NAVD 88
 DG9170
 DG9170  VERT ORDER  -  FIRST     CLASS II
 DG9170
 DG9170.The horizontal coordinates were scaled from a topographic map and have
 DG9170.an estimated accuracy of +/- 6 seconds.
 DG9170
 DG9170.The orthometric height was determined by differential leveling
 DG9170.and adjusted by the National Geodetic Survey in March 2005..
 DG9170
 DG9170.The geoid height was determined by GEOID03.
 DG9170
 DG9170.The dynamic height is computed by dividing the NAVD 88
 DG9170.geopotential number by the normal gravity value computed on the
 DG9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9170.degrees latitude (g = 980.6199 gals.).
 DG9170
 DG9170.The modeled gravity was interpolated from observed gravity values.
 DG9170
 DG9170;                    North         East    Units  Estimated Accuracy
 DG9170;SPC MI S     -    33,050.    3,848,380.      MT  (+/- 180 meters Scaled)
 DG9170
 DG9170                          SUPERSEDED SURVEY CONTROL
 DG9170
 DG9170.No superseded survey control is available for this station.
 DG9170
 DG9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM672259(NAD 83)
 DG9170_MARKER: DD = SURVEY DISK
 DG9170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9170_STAMPING: 14414 2001
 DG9170_MARK LOGO: MIDT  
 DG9170_PROJECTION: FLUSH
 DG9170_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9170+STABILITY: SURFACE MOTION
 DG9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9170+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9170
 DG9170  HISTORY     - Date     Condition        Report By
 DG9170  HISTORY     - 20010611 MONUMENTED       NGS
 DG9170  HISTORY     - 20030513 GOOD             NGS
 DG9170
 DG9170                          STATION DESCRIPTION
 DG9170
 DG9170'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9170'STATION IS LOCATED ABOUT 4.0 MILES EAST-SOUTHEAST OF NILES ALONG  U.S.
 DG9170'HIGHWAY 12.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 8, T-8-S, R-16-W,
 DG9170'MILTON TOWNSHIP AND ON HIGHWAY RIGHT-OF-WAY.
 DG9170' 
 DG9170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND  STATE
 DG9170'ROUTE 60 EAST, GO SOUTHEAST ON HIGHWAY 12 FOR 2.5 MILES TO  THE
 DG9170'STATION ON THE LEFT, NORTH SIDE OF HIGHWAY BY UTILITY POLE  NUMBER
 DG9170'C-558-138.  THIS IS ALSO 0.2 MILES WEST OF GUMWOOD RD.
 DG9170' 
 DG9170'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9170'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9170'THE GROUND SURFACE.  IT IS 47.0 FEET EAST OF THE CENTERLINE OF  A
 DG9170'DRIVEWAY TO HOUSE NUMBER 2545, 30.6 FEET NORTH OF THE  CENTERLINE OF
 DG9170'HIGHWAY 12, AND 2.0 FEET WEST OF A UTILITY POLE AND  CARSONITE WITNESS
 DG9170'POST.
 DG9170' 
 DG9170'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9171 ***********************************************************************
 DG9171  DESIGNATION -  14415
 DG9171  PID         -  DG9171
 DG9171  STATE/COUNTY-  MI/CASS
 DG9171  USGS QUAD   -  NILES EAST (1981)
 DG9171
 DG9171                         *CURRENT SURVEY CONTROL
 DG9171  ___________________________________________________________________
 DG9171* NAD 83(1986)-  41 47 50.     (N)    086 12 52.     (W)     SCALED    
 DG9171* NAVD 88     -       223.954  (meters)     734.76   (feet)  ADJUSTED  
 DG9171  ___________________________________________________________________
 DG9171  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 DG9171  DYNAMIC HT  -         223.871 (meters)     734.48  (feet)  COMP
 DG9171  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 DG9171
 DG9171  VERT ORDER  -  FIRST     CLASS II
 DG9171
 DG9171.The horizontal coordinates were scaled from a topographic map and have
 DG9171.an estimated accuracy of +/- 6 seconds.
 DG9171
 DG9171.The orthometric height was determined by differential leveling
 DG9171.and adjusted by the National Geodetic Survey in March 2005..
 DG9171
 DG9171.The geoid height was determined by GEOID03.
 DG9171
 DG9171.The dynamic height is computed by dividing the NAVD 88
 DG9171.geopotential number by the normal gravity value computed on the
 DG9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9171.degrees latitude (g = 980.6199 gals.).
 DG9171
 DG9171.The modeled gravity was interpolated from observed gravity values.
 DG9171
 DG9171;                    North         East    Units  Estimated Accuracy
 DG9171;SPC MI S     -    34,700.    3,846,420.      MT  (+/- 180 meters Scaled)
 DG9171
 DG9171                          SUPERSEDED SURVEY CONTROL
 DG9171
 DG9171.No superseded survey control is available for this station.
 DG9171
 DG9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM652275(NAD 83)
 DG9171_MARKER: DD = SURVEY DISK
 DG9171_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG9171_SP_SET: BRIDGE ABUTMENT
 DG9171_STAMPING: 14415 2001
 DG9171_MARK LOGO: MIDT  
 DG9171_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9171+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9171
 DG9171  HISTORY     - Date     Condition        Report By
 DG9171  HISTORY     - 20010611 MONUMENTED       NGS
 DG9171  HISTORY     - 20030513 GOOD             NGS
 DG9171
 DG9171                          STATION DESCRIPTION
 DG9171
 DG9171'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9171'STATION IS LOCATED ABOUT 2.3 MILES SOUTHEAST OF NILES ALONG U.S.
 DG9171'HIGHWAY 12.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 6, T-8-S, R-16-W,
 DG9171'MILTON TOWNSHIP AND ON HIGHWAY RIGHT-OF-WAY.
 DG9171' 
 DG9171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND  STATE
 DG9171'HIGHWAY 60 AT THE EAST SIDE OF NILES, GO SOUTHEAST ON  HIGHWAY 12 FOR
 DG9171'0.8 MILE TO A BRIDGE ACROSS BRANDYWINE CREEK AND  THE STATION IN THE
 DG9171'NORTHWEST END OF THE BRIDGE ABUTMENT.
 DG9171' 
 DG9171'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  CEMENTED
 DG9171'INTO A DRILL HOLE IN THE NORTHWEST END OF A CONCRETE  BRIDGE ABUTMENT
 DG9171'FOR BRANDYWINE CREEK WHICH RUNS UNDER U.S.  HIGHWAY 12.  IT IS 26.0
 DG9171'FEET NORTHWEST OF THE CENTERLINE OF  BRANDYWINE CREEK, 23.8 FEET
 DG9171'NORTHEAST OF THE CENTERLINE OF  HIGHWAY 12, 4.6 FEET NORTHEAST OF A
 DG9171'GUARDRAIL AND 1.0 FEET  SOUTHWEST OF A CARSONITE WITNESS POST.
 DG9171' 
 DG9171'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9172 ***********************************************************************
 DG9172  DESIGNATION -  14416
 DG9172  PID         -  DG9172
 DG9172  STATE/COUNTY-  MI/CASS
 DG9172  USGS QUAD   -  NILES EAST (1981)
 DG9172
 DG9172                         *CURRENT SURVEY CONTROL
 DG9172  ___________________________________________________________________
 DG9172* NAD 83(1986)-  41 48 39.     (N)    086 13 28.     (W)     SCALED    
 DG9172* NAVD 88     -       228.945  (meters)     751.13   (feet)  ADJUSTED  
 DG9172  ___________________________________________________________________
 DG9172  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DG9172  DYNAMIC HT  -         228.861 (meters)     750.85  (feet)  COMP
 DG9172  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 DG9172
 DG9172  VERT ORDER  -  FIRST     CLASS II
 DG9172
 DG9172.The horizontal coordinates were scaled from a topographic map and have
 DG9172.an estimated accuracy of +/- 6 seconds.
 DG9172
 DG9172.The orthometric height was determined by differential leveling
 DG9172.and adjusted by the National Geodetic Survey in March 2005..
 DG9172
 DG9172.The geoid height was determined by GEOID03.
 DG9172
 DG9172.The dynamic height is computed by dividing the NAVD 88
 DG9172.geopotential number by the normal gravity value computed on the
 DG9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9172.degrees latitude (g = 980.6199 gals.).
 DG9172
 DG9172.The modeled gravity was interpolated from observed gravity values.
 DG9172
 DG9172;                    North         East    Units  Estimated Accuracy
 DG9172;SPC MI S     -    36,230.    3,845,630.      MT  (+/- 180 meters Scaled)
 DG9172
 DG9172                          SUPERSEDED SURVEY CONTROL
 DG9172
 DG9172.No superseded survey control is available for this station.
 DG9172
 DG9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM644290(NAD 83)
 DG9172_MARKER: DD = SURVEY DISK
 DG9172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9172_STAMPING: 14416 2001
 DG9172_MARK LOGO: MIDT  
 DG9172_PROJECTION: FLUSH
 DG9172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9172+STABILITY: SURFACE MOTION
 DG9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9172+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2003
 DG9172
 DG9172  HISTORY     - Date     Condition        Report By
 DG9172  HISTORY     - 20010611 MONUMENTED       NGS
 DG9172  HISTORY     - 20030513 GOOD             NGS
 DG9172
 DG9172                          STATION DESCRIPTION
 DG9172
 DG9172'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9172'STATION IS LOCATED AT THE EAST SIDE OF NILES, AT THE NORTHEAST  CORNER
 DG9172'OF A CHAIN LINK FENCE SURROUNDING THE MDOT NILES  MAINTENANCE GARAGE
 DG9172'AT 2200 U.S. HIGHWAY 12.  IT IS IN THE NORTHWEST  1/4 OF SECTION 6,
 DG9172'T-8-S, R-16-W, MILTON TOWNSHIP AND ON DEPARTMENT  OF TRANSPORTATION
 DG9172'PROPERTY.
 DG9172' 
 DG9172'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND  STATE
 DG9172'HIGHWAY 60 AT THE EAST SIDE OF NILES, GO NORTHWEST ON  BUSINESS ROUTE
 DG9172'12 FOR ABOUT 0.3 MILES TO THE MDOT NILES  MAINTENANCE GARAGE ON THE
 DG9172'LEFT AND THE STATION AS THE NORTHEAST  CORNER OF THE CHAIN LINK FENCE
 DG9172'SURROUNDING THE FACILITY.
 DG9172' 
 DG9172'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK,  SET
 DG9172'INTO THE TOP OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT, FLUSH  WITH
 DG9172'THE GROUND SURFACE.  IT  IS 98.0 FEET WEST-SOUTHWEST OF THE
 DG9172'CENTERLINE OF HIGHWAY 12 BUSINESS, 96.0 FEET EAST OF THE EAST GATE
 DG9172'POST FOR THE ENTRANCE TO MAINTENCE FACILITY AND 1.0 FEET EAST OF  THE
 DG9172'NORTHEAST CORNER OF FENCE AND CARSONITE WITNESS POST.
 DG9172' 
 DG9172'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6808 ***********************************************************************
 AA6808  DESIGNATION -  145 248
 AA6808  PID         -  AA6808
 AA6808  STATE/COUNTY-  MI/WAYNE
 AA6808  USGS QUAD   -  FLAT ROCK (1973)
 AA6808
 AA6808                         *CURRENT SURVEY CONTROL
 AA6808  ___________________________________________________________________
 AA6808* NAD 83(1994)-  42 05 02.21581(N)    083 15 20.55201(W)     ADJUSTED  
 AA6808* NAVD 88     -       179.0    (meters)     587.     (feet)  GPS OBS   
 AA6808  ___________________________________________________________________
 AA6808  X           -     556,759.423 (meters)                     COMP
 AA6808  Y           -  -4,708,055.539 (meters)                     COMP
 AA6808  Z           -   4,252,625.346 (meters)                     COMP
 AA6808  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AA6808  ELLIP HEIGHT-         144.13  (meters)          (07/12/02) GPS OBS
 AA6808  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AA6808
 AA6808  HORZ ORDER  -  FIRST
 AA6808  ELLP ORDER  -  FOURTH    CLASS I
 AA6808
 AA6808.The horizontal coordinates were established by GPS observations
 AA6808.and adjusted by the National Geodetic Survey in February 1997..
 AA6808
 AA6808.The orthometric height was determined by GPS observations and a
 AA6808.high-resolution geoid model.
 AA6808
 AA6808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6808
 AA6808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6808
 AA6808.The ellipsoidal height was determined by GPS observations
 AA6808.and is referenced to NAD 83.
 AA6808
 AA6808.The geoid height was determined by GEOID03.
 AA6808
 AA6808;                    North         East     Units Scale Factor Converg.
 AA6808;SPC MI S     -    65,471.154 4,091,920.305   MT  1.00000384   +0 45 21.7
 AA6808;SPC MI S     -   214,800.37 13,424,935.38   iFT  1.00000384   +0 45 21.7
 AA6808;UTM  17      - 4,661,559.169   313,428.311   MT  1.00002833   -1 30 44.1
 AA6808
 AA6808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6808!SPC MI S     -   0.99997740  x   1.00000384  =   0.99998124
 AA6808!UTM  17      -   0.99997740  x   1.00002833  =   1.00000572
 AA6808
 AA6808                          SUPERSEDED SURVEY CONTROL
 AA6808
 AA6808  ELLIP H (02/03/97)  144.17   (m)                       GP(       ) 4 1
 AA6808  NAD 83(1986)-  42 05 02.22332(N)    083 15 20.58112(W) AD(       ) 1
 AA6808
 AA6808.Superseded values are not recommended for survey control.
 AA6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6808.See file dsdata.txt to determine how the superseded data were derived.
 AA6808
 AA6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1342861559(NAD 83)
 AA6808_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6808_STAMPING: 145-248 1960
 AA6808_MARK LOGO: MI-163
 AA6808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6808+STABILITY: SURFACE MOTION
 AA6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6808+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AA6808
 AA6808  HISTORY     - Date     Condition        Report By
 AA6808  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6808  HISTORY     - 20011212 GOOD             INDIV
 AA6808  HISTORY     - 20041220 GOOD             INDIV
 AA6808  HISTORY     - 20050501 GOOD             INDIV
 AA6808
 AA6808                          STATION DESCRIPTION
 AA6808
 AA6808'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6808'STATION IS LOCATED APPROXIMATELY 1.0 MILEEAST OF FLAT ROCK, MICHIGAN
 AA6808'ON OLMSTEAD STREET AT WOODRUFF STREET. TO REACH FROM THE INTERSECTION
 AA6808'OF INTERSTATE I-75 AND GIBRALTOR ROAD (EXIT 29), PROCEED WEST ON
 AA6808'GIBRALTOR ROAD FOR 0.7 MILESTO OLMSTEAD ROAD, THENCE GO SOUTH 0.75
 AA6808'MILESON OLMSTEAD TO WOODRUFF STREET AND THE STATION IN THE NORTHEAST
 AA6808'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6808'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT. CENTERLINE OF OLMSTEAD IS
 AA6808'N 90 W, 30.0 FEET,  CENTERLINE OF WOODRUFF IS S 0 W, 80 FEET,
 AA6808'CENTERLINE OF HYDRANT IS S 20 W, 9.3 FEET.
 AA6808
 AA6808                          STATION RECOVERY (2001)
 AA6808
 AA6808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6808'RECOVERED IN GOOD CONDITION.
 AA6808
 AA6808                          STATION RECOVERY (2004)
 AA6808
 AA6808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6808'RECOVERED AS DESCRIBED
 AA6808
 AA6808                          STATION RECOVERY (2005)
 AA6808
 AA6808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6808'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1362 ***********************************************************************
 RL1362  DESIGNATION -  1457.8
 RL1362  PID         -  RL1362
 RL1362  STATE/COUNTY-  MI/ONTONAGON
 RL1362  USGS QUAD   -  BERGLAND NE (1975)
 RL1362
 RL1362                         *CURRENT SURVEY CONTROL
 RL1362  ___________________________________________________________________
 RL1362* NAD 83(1986)-  46 39 01.     (N)    089 33 07.     (W)     SCALED    
 RL1362* NAVD 88     -       444.324  (meters)    1457.75   (feet)  ADJUSTED  
 RL1362  ___________________________________________________________________
 RL1362  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1362  DYNAMIC HT  -         444.361 (meters)    1457.87  (feet)  COMP
 RL1362  MODELED GRAV-     980,684.7   (mgal)                       NAVD 88
 RL1362
 RL1362  VERT ORDER  -  SECOND    CLASS 0
 RL1362
 RL1362.The horizontal coordinates were scaled from a topographic map and have
 RL1362.an estimated accuracy of +/- 6 seconds.
 RL1362
 RL1362.The orthometric height was determined by differential leveling
 RL1362.and adjusted by the National Geodetic Survey in June 1991..
 RL1362
 RL1362.The geoid height was determined by GEOID03.
 RL1362
 RL1362.The dynamic height is computed by dividing the NAVD 88
 RL1362.geopotential number by the normal gravity value computed on the
 RL1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1362.degrees latitude (g = 980.6199 gals.).
 RL1362
 RL1362.The modeled gravity was interpolated from observed gravity values.
 RL1362
 RL1362;                    North         East    Units  Estimated Accuracy
 RL1362;SPC MI N     -   210,650.    7,804,700.      MT  (+/- 180 meters Scaled)
 RL1362
 RL1362                          SUPERSEDED SURVEY CONTROL
 RL1362
 RL1362  NGVD 29 (??/??/92)  444.337  (m)         1457.80   (f) ADJ UNCH    2 0
 RL1362
 RL1362.Superseded values are not recommended for survey control.
 RL1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1362.See file dsdata.txt to determine how the superseded data were derived.
 RL1362
 RL1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS047694(NAD 83)
 RL1362_MARKER: B = BOLT
 RL1362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1362_SP_SET: MAPLE TREE ROOT
 RL1362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1362
 RL1362  HISTORY     - Date     Condition        Report By
 RL1362  HISTORY     - UNK      MONUMENTED       USGS
 RL1362  HISTORY     - 1948     GOOD             NGS
 RL1362  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1362  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1362  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1362
 RL1362                          STATION DESCRIPTION
 RL1362
 RL1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1362'5 MI NE FROM BERGLAND.
 RL1362'ABOUT 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1362'JUNCTION OF STATE HIGHWAY 28 AT BERGLAND, ON A CURVE WITH
 RL1362'TANGENTS SOUTH AND NORTHWEST, 35 FEET WEST OF THE CENTER LINE
 RL1362'OF THE HIGHWAY, 19 FEET WEST OF USC AND GS B.M. G 131, 1 FOOT
 RL1362'ABOVE THE HIGHWAY AND SET IN THE EAST ROOT OF A 20-INCH MAPLE
 RL1362'TREE.
 RL1362
 RL1362                          STATION RECOVERY (1987)
 RL1362
 RL1362'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1362'MARK NOT FOUND.
 RL1362
 RL1362                          STATION RECOVERY (1995)
 RL1362
 RL1362'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1362'MARK NOT FOUND.
 RL1362
 RL1362                          STATION RECOVERY (2004)
 RL1362
 RL1362'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0308 ***********************************************************************
 MC0308  DESIGNATION -  15
 MC0308  PID         -  MC0308
 MC0308  STATE/COUNTY-  MI/MONROE
 MC0308  USGS QUAD   -  MONROE (1979)
 MC0308
 MC0308                         *CURRENT SURVEY CONTROL
 MC0308  ___________________________________________________________________
 MC0308* NAD 83(1986)-  41 53 50.     (N)    083 23 36.     (W)     SCALED    
 MC0308* NAVD 88     -       178.003  (meters)     584.00   (feet)  ADJUSTED  
 MC0308  ___________________________________________________________________
 MC0308  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0308  DYNAMIC HT  -         177.939 (meters)     583.79  (feet)  COMP
 MC0308  MODELED GRAV-     980,257.4   (mgal)                       NAVD 88
 MC0308
 MC0308  VERT ORDER  -  FIRST     CLASS I
 MC0308
 MC0308.The horizontal coordinates were scaled from a topographic map and have
 MC0308.an estimated accuracy of +/- 6 seconds.
 MC0308
 MC0308.The orthometric height was determined by differential leveling
 MC0308.and adjusted by the National Geodetic Survey in June 1991..
 MC0308.WARNING-Repeat measurements at this control monument indicate possible
 MC0308.vertical movement.
 MC0308
 MC0308.The geoid height was determined by GEOID03.
 MC0308
 MC0308.The dynamic height is computed by dividing the NAVD 88
 MC0308.geopotential number by the normal gravity value computed on the
 MC0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0308.degrees latitude (g = 980.6199 gals.).
 MC0308
 MC0308.The modeled gravity was interpolated from observed gravity values.
 MC0308
 MC0308;                    North         East    Units  Estimated Accuracy
 MC0308;SPC MI S     -    44,590.    4,080,770.      MT  (+/- 180 meters Scaled)
 MC0308
 MC0308                          SUPERSEDED SURVEY CONTROL
 MC0308
 MC0308  NGVD 29 (??/??/92)  178.170  (m)          584.55   (f) ADJ UNCH    1 1
 MC0308
 MC0308.Superseded values are not recommended for survey control.
 MC0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0308.See file dsdata.txt to determine how the superseded data were derived.
 MC0308
 MC0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG014411(NAD 83)
 MC0308_MARKER: DD = SURVEY DISK
 MC0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0308_SP_SET: CULVERT HEADWALL
 MC0308_STAMPING: BENCH MARK ELEV NO 15 USC AND G 1899
 MC0308_MARK LOGO: DTSRR 
 MC0308_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0308+STABILITY: SURFACE MOTION
 MC0308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0308+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1992
 MC0308
 MC0308  HISTORY     - Date     Condition        Report By
 MC0308  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0308  HISTORY     - 1968     GOOD             NGS
 MC0308  HISTORY     - 19920328 POOR             LOCENG
 MC0308  HISTORY     - 19920328 POOR             LOCENG
 MC0308
 MC0308                          STATION DESCRIPTION
 MC0308
 MC0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0308'1 MI SW FROM MONROE.
 MC0308'ABOUT 1.0 MILE SOUTHWEST ALONG THE NORTHBOUND TRACK OF THE PENN
 MC0308'CENTRAL RAILROAD FROM THE CROSSING OF EAST FIRST STREET AT MONROE,
 MC0308'ALONG THE DETROIT AND TOLEDO SHORE LINE RAILROAD, ABOUT 0.35
 MC0308'MILE SOUTHWEST OF MILEPOST D 36, 107 FEET SOUTHEAST OF THE
 MC0308'SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD, SET ON THE TOP OF
 MC0308'THE SOUTHEAST HEAD WALL OF A 12-FOOT BOX CULVERT UNDER THE
 MC0308'D AND T SL RR AND OVER TAMARAC CREEK, 7.5 FEET SOUTHEAST OF THE
 MC0308'SOUTHEAST RAIL OF THE D AND T SL RR AND 1 1/2 FEET BELOW THE
 MC0308'LEVEL OF THE TRACK.
 MC0308
 MC0308                          STATION RECOVERY (1992)
 MC0308
 MC0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DBW)
 MC0308'NO MARKINGS, MOST OF DISK MISSING.  FOUND BRASS STEM WITH CENTER PUNCH
 MC0308'INSIDE DEPRESSION MADE BY BRASS DISK IN CONCRETE.  LOCATED 2 FT (0.6
 MC0308'M) NORTHEAST OF SOUTHWEST END OF SOUTHEAST HEADWALL OF 12 FT (3.7 M)
 MC0308'CONCRETE CULVERT UNDER GRAND TRUNK WESTERN RAILROAD (FORMERLY DTSRR)
 MC0308'AT TAMARAC CREEK.
 MC0308
 MC0308                          STATION RECOVERY (1992)
 MC0308
 MC0308'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DBW)
 MC0308'NO MARKINGS, MOST OF DISK MISSING.  FOUND BRASS STEM WITH CENTER PUNCH
 MC0308'INSIDE DEPRESSION MADE BY BRASS DISK IN CONCRETE.  LOCATED 2 FT (0.6
 MC0308'M) NORTHEAST OF SOUTHWEST END OF SOUTHEAST HEADWALL OF 12 FT (3.7 M)
 MC0308'CONCRETE CULVERT UNDER GRAND TRUNK WESTERN RAILROAD (FORMERLY DTSRR)
 MC0308'AT TAMARAC CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0008 ***********************************************************************
 PL0008  DESIGNATION -  15
 PL0008  PID         -  PL0008
 PL0008  STATE/COUNTY-  MI/OSCODA
 PL0008  USGS QUAD   -  LUZERNE (1963)
 PL0008
 PL0008                         *CURRENT SURVEY CONTROL
 PL0008  ___________________________________________________________________
 PL0008* NAD 83(1986)-  44 34 49.     (N)    084 19 50.     (W)     SCALED    
 PL0008* NAVD 88     -       356.908  (meters)    1170.96   (feet)  ADJUSTED  
 PL0008  ___________________________________________________________________
 PL0008  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 PL0008  DYNAMIC HT  -         356.858 (meters)    1170.79  (feet)  COMP
 PL0008  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 PL0008
 PL0008  VERT ORDER  -  SECOND    CLASS 0
 PL0008
 PL0008.The horizontal coordinates were scaled from a topographic map and have
 PL0008.an estimated accuracy of +/- 6 seconds.
 PL0008
 PL0008.The orthometric height was determined by differential leveling
 PL0008.and adjusted by the National Geodetic Survey in June 1991..
 PL0008
 PL0008.The geoid height was determined by GEOID03.
 PL0008
 PL0008.The dynamic height is computed by dividing the NAVD 88
 PL0008.geopotential number by the normal gravity value computed on the
 PL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0008.degrees latitude (g = 980.6199 gals.).
 PL0008
 PL0008.The modeled gravity was interpolated from observed gravity values.
 PL0008
 PL0008;                    North         East    Units  Estimated Accuracy
 PL0008;SPC MI C     -   140,410.    6,002,870.      MT  (+/- 180 meters Scaled)
 PL0008
 PL0008                          SUPERSEDED SURVEY CONTROL
 PL0008
 PL0008  NGVD 29 (??/??/92)  357.026  (m)         1171.34   (f) ADJ UNCH    2 0
 PL0008
 PL0008.Superseded values are not recommended for survey control.
 PL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0008.See file dsdata.txt to determine how the superseded data were derived.
 PL0008
 PL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ119397(NAD 83)
 PL0008_MARKER: N = NAIL
 PL0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0008_SP_SET: PINE TREE
 PL0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0008
 PL0008  HISTORY     - Date     Condition        Report By
 PL0008  HISTORY     - UNK      MONUMENTED       MIDH
 PL0008  HISTORY     - 1943     MARK NOT FOUND   NGS
 PL0008  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0008
 PL0008                          STATION DESCRIPTION
 PL0008
 PL0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PL0008'4.6 MI SW FROM LUZERNE.
 PL0008'4.6 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 PL0008'AT LUZERNE, OSCODA COUNTY, OUTSIDE OF A LONG SHARP CURVE, 209
 PL0008'YARDS WEST OF AN IRON PIPE CULVERT, 32 FEET SOUTH OF THE CENTERLINE
 PL0008'OF THE HIGHWAY, AND IN THE BASE OF A 12-INCH PINE TREE.  A MICHIGAN
 PL0008'STATE HIGHWAY DEPARTMENT STANDARD NAIL AND WASHER.  NOTE-- A
 PL0008'CORRUGATED PIPE CULVERT AND A LARGE PINE TREE WERE DISCOVERED.
 PL0008'THE TREE WAS APPROXIMATELY 209 YARDS WEST FROM THE CULVERT.
 PL0008
 PL0008                          STATION RECOVERY (2001)
 PL0008
 PL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0061 ***********************************************************************
 PL0061  DESIGNATION -  15
 PL0061  PID         -  PL0061
 PL0061  STATE/COUNTY-  MI/OGEMAW
 PL0061  USGS QUAD   -  DAMON (1965)
 PL0061
 PL0061                         *CURRENT SURVEY CONTROL
 PL0061  ___________________________________________________________________
 PL0061* NAD 83(1986)-  44 27 42.     (N)    084 07 38.     (W)     SCALED    
 PL0061* NAVD 88     -       366.539  (meters)    1202.55   (feet)  ADJUSTED  
 PL0061  ___________________________________________________________________
 PL0061  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0061  DYNAMIC HT  -         366.484 (meters)    1202.37  (feet)  COMP
 PL0061  MODELED GRAV-     980,458.1   (mgal)                       NAVD 88
 PL0061
 PL0061  VERT ORDER  -  SECOND    CLASS 0
 PL0061
 PL0061.The horizontal coordinates were scaled from a topographic map and have
 PL0061.an estimated accuracy of +/- 6 seconds.
 PL0061
 PL0061.The orthometric height was determined by differential leveling
 PL0061.and adjusted by the National Geodetic Survey in June 1991..
 PL0061
 PL0061.The geoid height was determined by GEOID03.
 PL0061
 PL0061.The dynamic height is computed by dividing the NAVD 88
 PL0061.geopotential number by the normal gravity value computed on the
 PL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0061.degrees latitude (g = 980.6199 gals.).
 PL0061
 PL0061.The modeled gravity was interpolated from observed gravity values.
 PL0061
 PL0061;                    North         East    Units  Estimated Accuracy
 PL0061;SPC MI C     -   127,260.    6,019,050.      MT  (+/- 180 meters Scaled)
 PL0061
 PL0061                          SUPERSEDED SURVEY CONTROL
 PL0061
 PL0061  NGVD 29 (??/??/92)  366.672  (m)         1202.99   (f) ADJ UNCH    2 0
 PL0061
 PL0061.Superseded values are not recommended for survey control.
 PL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0061.See file dsdata.txt to determine how the superseded data were derived.
 PL0061
 PL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ285271(NAD 83)
 PL0061_MARKER: N = NAIL
 PL0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0061_SP_SET: POPLAR TREE
 PL0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0061
 PL0061  HISTORY     - Date     Condition        Report By
 PL0061  HISTORY     - UNK      MONUMENTED       MIDH
 PL0061  HISTORY     - 1934     GOOD             NGS
 PL0061
 PL0061                          STATION DESCRIPTION
 PL0061
 PL0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0061'3.2 MI N FROM ROSE CITY.
 PL0061'3.2 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0061'ROSE CITY, OGEMAW COUNTY, 40 YARDS NORTHWEST OF A BARN, 24
 PL0061'FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT,
 PL0061'30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE
 PL0061'ROOT OF A 12-INCH POPLAR TREE.  A MICHIGAN STATE HIGHWAY DEPARTMENT
 PL0061'STANDARD NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6819 ***********************************************************************
 AA6819  DESIGNATION -  15 1
 AA6819  PID         -  AA6819
 AA6819  STATE/COUNTY-  MI/WAYNE
 AA6819  USGS QUAD   -  DEARBORN (1983)
 AA6819
 AA6819                         *CURRENT SURVEY CONTROL
 AA6819  ___________________________________________________________________
 AA6819* NAD 83(1994)-  42 15 50.44731(N)    083 09 46.10057(W)     ADJUSTED  
 AA6819* NAVD 88     -       178.7    (meters)     586.     (feet)  GPS OBS   
 AA6819  ___________________________________________________________________
 AA6819  X           -     562,793.992 (meters)                     COMP
 AA6819  Y           -  -4,693,813.534 (meters)                     COMP
 AA6819  Z           -   4,267,448.625 (meters)                     COMP
 AA6819  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AA6819  ELLIP HEIGHT-         144.22  (meters)          (07/12/02) GPS OBS
 AA6819  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 AA6819
 AA6819  HORZ ORDER  -  FIRST
 AA6819  ELLP ORDER  -  FOURTH    CLASS I
 AA6819
 AA6819.The horizontal coordinates were established by GPS observations
 AA6819.and adjusted by the National Geodetic Survey in February 1997..
 AA6819
 AA6819.The orthometric height was determined by GPS observations and a
 AA6819.high-resolution geoid model.
 AA6819
 AA6819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6819
 AA6819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6819
 AA6819.The ellipsoidal height was determined by GPS observations
 AA6819.and is referenced to NAD 83.
 AA6819
 AA6819.The geoid height was determined by GEOID03.
 AA6819
 AA6819;                    North         East     Units Scale Factor Converg.
 AA6819;SPC MI S     -    85,575.396 4,099,320.606   MT  0.99996520   +0 49 09.3
 AA6819;SPC MI S     -   280,759.17 13,449,214.59   iFT  0.99996520   +0 49 09.3
 AA6819;UTM  17      - 4,681,354.850   321,619.769   MT  0.99999152   -1 27 17.9
 AA6819
 AA6819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6819!SPC MI S     -   0.99997738  x   0.99996520  =   0.99994258
 AA6819!UTM  17      -   0.99997738  x   0.99999152  =   0.99996890
 AA6819
 AA6819:                Primary Azimuth Mark                     Grid Az
 AA6819:SPC MI S     -  73 252A                                  301 41 16.5
 AA6819:UTM  17      -  73 252A                                  303 57 43.7
 AA6819
 AA6819|---------------------------------------------------------------------|
 AA6819| PID    Reference Object                     Distance      Geod. Az  |
 AA6819|                                                           dddmmss.s |
 AA6819| AA6818 73 252A                             449.623 METERS 3023025.8 |
 AA6819|---------------------------------------------------------------------|
 AA6819
 AA6819                          SUPERSEDED SURVEY CONTROL
 AA6819
 AA6819  ELLIP H (02/03/97)  144.26   (m)                       GP(       ) 4 1
 AA6819  NAD 83(1986)-  42 15 50.45342(N)    083 09 46.13017(W) AD(       ) 1
 AA6819
 AA6819.Superseded values are not recommended for survey control.
 AA6819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6819.See file dsdata.txt to determine how the superseded data were derived.
 AA6819
 AA6819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2162081355(NAD 83)
 AA6819_MARKER: DD = SURVEY DISK
 AA6819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6819_STAMPING: 15-1 1994
 AA6819_MARK LOGO: MI-163
 AA6819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6819+STABILITY: SURFACE MOTION
 AA6819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6819+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AA6819
 AA6819  HISTORY     - Date     Condition        Report By
 AA6819  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6819  HISTORY     - 19961217 GOOD             WADTRI
 AA6819
 AA6819                          STATION DESCRIPTION
 AA6819
 AA6819'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6819'STATION IS LOCATED IN ALLEN PARK, MICHIGAN ON GLEASON STREET AT
 AA6819'ELECTRIC BOULEVARD. TO REACH FROM THE INTERSECTION OF M-85 AND GLEASON
 AA6819'STREET PROCEED EAST 0.1 MILESGLEASON TO ELECTRIC BOULEVARD AND THE
 AA6819'STATION IN THE MEDIAN OF ELECTRIC AND ON THE NORTH SIDE OF GLEASON.
 AA6819'THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12
 AA6819'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6819'OF GLEASON STREET IS S 0 E, 16.30 FEET, CENTERLINE OF NORTHBOUND
 AA6819'ELECTRIC BOULEVARD IS N 90 E, 49.08 FEET,  CENTERLINE OF SOUTHBOUND
 AA6819'ELECTRIC BOULEVARD IS N 90 W, 41.68 FEET,  A POLE IS N 40 W, 46.39
 AA6819'FEET.
 AA6819
 AA6819                          STATION RECOVERY (1996)
 AA6819
 AA6819'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6819'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1279 ***********************************************************************
 RJ1279  DESIGNATION -  15 C4W 109
 RJ1279  PID         -  RJ1279
 RJ1279  STATE/COUNTY-  MI/CHIPPEWA
 RJ1279  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1279
 RJ1279                         *CURRENT SURVEY CONTROL
 RJ1279  ___________________________________________________________________
 RJ1279* NAD 83(1994)-  46 24 19.48605(N)    084 15 25.28796(W)     ADJUSTED  
 RJ1279* NAVD 88     -       177.1    (meters)     581.     (feet)  VERTCON   
 RJ1279  ___________________________________________________________________
 RJ1279  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 RJ1279  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ1279
 RJ1279  HORZ ORDER  -  SECOND
 RJ1279
 RJ1279.The horizontal coordinates were established by classical geodetic methods
 RJ1279.and adjusted by the National Geodetic Survey in February 1997..
 RJ1279
 RJ1279.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1279
 RJ1279.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1279
 RJ1279.The geoid height was determined by GEOID03.
 RJ1279
 RJ1279;                    North         East     Units Scale Factor Converg.
 RJ1279;SPC MI N     -   183,933.383 8,210,860.640   MT  0.99990503   +1 58 57.3
 RJ1279;SPC MI N     -   603,455.98 26,938,519.16   iFT  0.99990503   +1 58 57.3
 RJ1279;UTM  16      - 5,142,749.645   710,834.533   MT  1.00014643   +1 59 14.3
 RJ1279
 RJ1279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1279!SPC MI N     -   0.99997797  x   0.99990503  =   0.99988300
 RJ1279!UTM  16      -   0.99997797  x   1.00014643  =   1.00012440
 RJ1279
 RJ1279                          SUPERSEDED SURVEY CONTROL
 RJ1279
 RJ1279  NAD 83(1986)-  46 24 19.47703(N)    084 15 25.28599(W) AD(       ) 2
 RJ1279  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) VERT ANG       
 RJ1279
 RJ1279.Superseded values are not recommended for survey control.
 RJ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1279.See file dsdata.txt to determine how the superseded data were derived.
 RJ1279
 RJ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1083542750(NAD 83)
 RJ1279_MARKER: DS = TRIANGULATION STATION DISK
 RJ1279_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1279+WITH SETTING: INFORMATION.
 RJ1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1279+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ1279
 RJ1279  HISTORY     - Date     Condition        Report By
 RJ1279  HISTORY     - 1988     MONUMENTED       USE
 RJ1279  HISTORY     - 20031205 GOOD             INDIV
 RJ1279
 RJ1279                          STATION DESCRIPTION
 RJ1279
 RJ1279'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1279'THE STATION IS LOCATED ABOUT 12.2 KM (7.6 MI) SOUTHEAST OF SAULT STE
 RJ1279'MARIE, 33.0 KM (20.5 MI) NORTHEAST OF RUDYARD, 53.4 KM (33.2 MI)
 RJ1279'NORTH-NORTHWEST OF DETOUR VILLAGE, IN PLAT OF LOMA BEACH, GOVT LOT
 RJ1279'4, SEC 1, T46N-R1E.
 RJ1279'OWNERSHIP---CHIPPEWA COUNTY ROAD COMMISSION
 RJ1279'
 RJ1279'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1279'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1279'RIGHT AND GO
 RJ1279'SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE ROAD, TURN LEFT
 RJ1279'AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO M-129, TURN RIGHT
 RJ1279'AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT AND GO
 RJ1279'EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS AREA.
 RJ1279'TRAVEL BY BOAT UPRIVER FOR 15 MINUTES ALONG ST MARYS RIVER, ON WEST
 RJ1279'SIDE WHERE STATION IS LOCATED.
 RJ1279'
 RJ1279'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-109
 RJ1279'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RJ1279'DRIVEN 20.1 METERS (66 FT) INTO THE GROUND AND LOCATED 29.0 METERS
 RJ1279'(95 FT) FROM WATER AND 12.2 METERS (40 FT) FROM STREAM.
 RJ1279'
 RJ1279'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1279
 RJ1279                          STATION RECOVERY (2003)
 RJ1279
 RJ1279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ1279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5160 ***********************************************************************
 AA5160  DESIGNATION -  15 PJH
 AA5160  PID         -  AA5160
 AA5160  STATE/COUNTY-  MI/WASHTENAW
 AA5160  USGS QUAD   -  SALINE (1983)
 AA5160
 AA5160                         *CURRENT SURVEY CONTROL
 AA5160  ___________________________________________________________________
 AA5160* NAD 83(1994)-  42 14 24.89129(N)    083 51 58.76948(W)     ADJUSTED  
 AA5160* NAVD 88     -       281.6    (meters)     924.     (feet)  GPS OBS   
 AA5160  ___________________________________________________________________
 AA5160  X           -     505,316.804 (meters)                     COMP
 AA5160  Y           -  -4,702,210.879 (meters)                     COMP
 AA5160  Z           -   4,265,564.063 (meters)                     COMP
 AA5160  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA5160  ELLIP HEIGHT-         247.56  (meters)          (07/12/02) GPS OBS
 AA5160  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AA5160
 AA5160  HORZ ORDER  -  FIRST
 AA5160  ELLP ORDER  -  FOURTH    CLASS I
 AA5160
 AA5160.The horizontal coordinates were established by GPS observations
 AA5160.and adjusted by the National Geodetic Survey in February 1997..
 AA5160
 AA5160.The orthometric height was determined by GPS observations and a
 AA5160.high-resolution geoid model.
 AA5160
 AA5160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5160
 AA5160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5160
 AA5160.The ellipsoidal height was determined by GPS observations
 AA5160.and is referenced to NAD 83.
 AA5160
 AA5160.The geoid height was determined by GEOID03.
 AA5160
 AA5160;                    North         East     Units Scale Factor Converg.
 AA5160;SPC MI S     -    82,348.258 4,041,295.914   MT  0.99996974   +0 20 25.8
 AA5160;SPC MI S     -   270,171.45 13,258,844.86   iFT  0.99996974   +0 20 25.8
 AA5160;UTM  17      - 4,680,429.651   263,503.148   MT  1.00028824   -1 55 39.9
 AA5160
 AA5160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5160!SPC MI S     -   0.99996117  x   0.99996974  =   0.99993092
 AA5160!UTM  17      -   0.99996117  x   1.00028824  =   1.00024940
 AA5160
 AA5160                          SUPERSEDED SURVEY CONTROL
 AA5160
 AA5160  ELLIP H (02/03/97)  247.59   (m)                       GP(       ) 4 1
 AA5160  NAD 83(1986)-  42 14 24.89700(N)    083 51 58.79406(W) AD(       ) 1
 AA5160
 AA5160.Superseded values are not recommended for survey control.
 AA5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5160.See file dsdata.txt to determine how the superseded data were derived.
 AA5160
 AA5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6350380430(NAD 83)
 AA5160_MARKER: DB = BENCH MARK DISK
 AA5160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5160_STAMPING: 15 PJH 1966
 AA5160_MARK LOGO: USGS  
 AA5160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5160+STABILITY: SURFACE MOTION
 AA5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5160+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2005
 AA5160
 AA5160  HISTORY     - Date     Condition        Report By
 AA5160  HISTORY     - 1966     MONUMENTED       USGS
 AA5160  HISTORY     - 20050517 GOOD             INDIV
 AA5160
 AA5160                          STATION DESCRIPTION
 AA5160
 AA5160'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 AA5160'THE STATION IS SITUATED IN THE COUNTY OF WASHTENAW, MICHIGAN,
 AA5160'APPROXIMATELY 6.5 MI (10.5 KM) SOUTHWEST OF THE CITY OF ANN ARBOR. TO
 AA5160'REACH THE STATION FROM THE INTERSECTION OF I-94 AND ANN ARBOR-SALINE
 AA5160'ROAD, SOUTHWEST OF ANN ARBOR, PROCEED SOUTHWEST ON ANN ARBOR-SALINE
 AA5160'ROAD FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH WATERS ROAD ON THE
 AA5160'RIGHT. TURN RIGHT AND PROCEED WEST ON WATERS ROAD FOR APPROXIMATELY
 AA5160'5.25 MI (8.45 KM) TO THE INTERSECTION WITH GRENSLEY ROAD ON THE LEFT,
 AA5160'AND THE STATION ON THE LEFT, IN THE SOUTHWEST CORNER OF THE
 AA5160'INTERSECTION. THE STATION IS A USGS BENCH MARK DISK, STAMPED 15 PJH
 AA5160'1966, AND SET IN TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 AA5160'INCHES ABOVE GROUND LEVEL. THE DISK IS LOCATED APPROXIMATELY 165 FT
 AA5160'(50.3 M) SOUTH OF THE CENTERLINE OF WATERS ROAD, AND 10 FT (3.0 M)
 AA5160'WEST OF THE CENTERLINE OF GENSLEY ROAD.
 AA5160
 AA5160                          STATION RECOVERY (2005)
 AA5160
 AA5160'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA5160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0162 ***********************************************************************
 RJ0162  DESIGNATION -  15 RBC USGS
 RJ0162  PID         -  RJ0162
 RJ0162  STATE/COUNTY-  MI/MACKINAC
 RJ0162  USGS QUAD   -  HESSEL (1964)
 RJ0162
 RJ0162                         *CURRENT SURVEY CONTROL
 RJ0162  ___________________________________________________________________
 RJ0162* NAD 83(1986)-  46 00 22.     (N)    084 23 50.     (W)     SCALED    
 RJ0162* NAVD 88     -       182.601  (meters)     599.08   (feet)  ADJUSTED  
 RJ0162  ___________________________________________________________________
 RJ0162  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 RJ0162  DYNAMIC HT  -         182.609 (meters)     599.11  (feet)  COMP
 RJ0162  MODELED GRAV-     980,654.4   (mgal)                       NAVD 88
 RJ0162
 RJ0162  VERT ORDER  -  FIRST     CLASS 0
 RJ0162
 RJ0162.The horizontal coordinates were scaled from a topographic map and have
 RJ0162.an estimated accuracy of +/- 6 seconds.
 RJ0162
 RJ0162.The orthometric height was determined by differential leveling
 RJ0162.and adjusted by the National Geodetic Survey in June 1991..
 RJ0162
 RJ0162.The geoid height was determined by GEOID03.
 RJ0162
 RJ0162.The dynamic height is computed by dividing the NAVD 88
 RJ0162.geopotential number by the normal gravity value computed on the
 RJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0162.degrees latitude (g = 980.6199 gals.).
 RJ0162
 RJ0162.The modeled gravity was interpolated from observed gravity values.
 RJ0162
 RJ0162;                    North         East    Units  Estimated Accuracy
 RJ0162;SPC MI N     -   139,210.    8,201,540.      MT  (+/- 180 meters Scaled)
 RJ0162
 RJ0162                          SUPERSEDED SURVEY CONTROL
 RJ0162
 RJ0162.No superseded survey control is available for this station.
 RJ0162
 RJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR015980(NAD 83)
 RJ0162_MARKER: DD = SURVEY DISK
 RJ0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0162_SP_SET: CULVERT
 RJ0162_MARK LOGO: USGS  
 RJ0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0162+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2006
 RJ0162
 RJ0162  HISTORY     - Date     Condition        Report By
 RJ0162  HISTORY     - 1958     MONUMENTED       USGS
 RJ0162  HISTORY     - 1972     GOOD             USLS
 RJ0162  HISTORY     - 1983     GOOD             NGS
 RJ0162  HISTORY     - 19940729 GOOD             USPSQD
 RJ0162  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 RJ0162  HISTORY     - 20010331 GOOD             NGS
 RJ0162  HISTORY     - 20060809 GOOD             MIDT
 RJ0162
 RJ0162                          STATION DESCRIPTION
 RJ0162
 RJ0162'DESCRIBED BY US LAKE SURVEY 1972
 RJ0162'1.8 MI W FROM CEDARVILLE.
 RJ0162'15 RBC IS IN MACKINAC COUNTY, MICHIGAN, 1.76 MILES WEST FROM
 RJ0162'THE INTERSECTION OF HIGHWAY M-129 (MERIDIAN ROAD) AND HIGHWAY
 RJ0162'M-134 IN CEDARVILLE, 1.33 MILES EAST OF INTERSECTION OF HIGHWAY
 RJ0162'M-134 AND 3 MILE ROAD (CO. RD. 130) AT JUNCTION OF STATE AVENUE
 RJ0162'(CO. RD. 129) WITH HIGHWAY M-134, 58 FEET NORTH OF CENTERLINE
 RJ0162'OF HIGHWAY M-134, 43.7 FEET SOUTH OF UTILITY POLE NO. E 53,
 RJ0162'1 FOOT ABOVE ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 RJ0162'OF BRONZE DISC SET INTO THE CONCRETE CULVERT.
 RJ0162
 RJ0162                          STATION RECOVERY (1983)
 RJ0162
 RJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0162'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 RJ0162'(1.76 MI) WEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 RJ0162'HIGHWAY 129 IN CEDARVILLE, ALSO 0.8 KM (1.33 MI) EAST ALONG STATE
 RJ0162'HIGHWAY 134 FROM THE JUNCTION OF COUNTY ROAD 130 IN HESSEL, SET IN THE
 RJ0162'SOUTH END OF THE CONCRETE HEADWALL OF A BOXED CULVERT UNDER COUNTY
 RJ0162'ROAD 129, 17.67 METERS (58.0 FT) NORTH OF CENTERLINE OF HIGHWAY 134,
 RJ0162'7.62 METERS (25.0 FT) WEST OF THE CENTER OF COUNTY ROAD 129, AND
 RJ0162'13.31 METERS (43.7 FT) SOUTH OF A UTILITY POLE NUMBER E 53.
 RJ0162'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD 129.
 RJ0162
 RJ0162                          STATION RECOVERY (1994)
 RJ0162
 RJ0162'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0162'RECOVERED IN GOOD CONDITION.
 RJ0162
 RJ0162                          STATION RECOVERY (1995)
 RJ0162
 RJ0162'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0162'MARK NOT FOUND.
 RJ0162
 RJ0162                          STATION RECOVERY (2001)
 RJ0162
 RJ0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0162'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0162
 RJ0162                          STATION RECOVERY (2006)
 RJ0162
 RJ0162'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (BLJ)
 RJ0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1078 ***********************************************************************
 RJ1078  DESIGNATION -  15 RIPLEY USLS 1893
 RJ1078  PID         -  RJ1078
 RJ1078  STATE/COUNTY-  MI/CHIPPEWA
 RJ1078  USGS QUAD   -  SHALLOWS (1975)
 RJ1078
 RJ1078                         *CURRENT SURVEY CONTROL
 RJ1078  ___________________________________________________________________
 RJ1078* NAD 83(1994)-  46 26 48.82806(N)    084 29 49.47746(W)     ADJUSTED  
 RJ1078* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1078  ___________________________________________________________________
 RJ1078  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 RJ1078  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 RJ1078
 RJ1078  HORZ ORDER  -  THIRD
 RJ1078
 RJ1078.The horizontal coordinates were established by classical geodetic methods
 RJ1078.and adjusted by the National Geodetic Survey in February 1997..
 RJ1078
 RJ1078.The orthometric height was scaled from a topographic map.
 RJ1078
 RJ1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1078
 RJ1078.The geoid height was determined by GEOID03.
 RJ1078
 RJ1078;                    North         East     Units Scale Factor Converg.
 RJ1078;SPC MI N     -   187,931.371 8,192,267.949   MT  0.99990680   +1 48 32.7
 RJ1078;SPC MI N     -   616,572.74 26,877,519.52   iFT  0.99990680   +1 48 32.7
 RJ1078;SPC MI C     -   347,881.774 5,989,977.026   MT  1.00025903   -0 05 31.6
 RJ1078;SPC MI C     - 1,141,344.40 19,652,155.60   iFT  1.00025903   -0 05 31.6
 RJ1078;UTM  16      - 5,146,746.759   692,237.884   MT  1.00005428   +1 48 52.2
 RJ1078
 RJ1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1078!SPC MI N     -   0.99997671  x   0.99990680  =   0.99988351
 RJ1078!SPC MI C     -   0.99997671  x   1.00025903  =   1.00023574
 RJ1078!UTM  16      -   0.99997671  x   1.00005428  =   1.00003099
 RJ1078
 RJ1078:                Primary Azimuth Mark                     Grid Az
 RJ1078:SPC MI N     -  POINT AUX PINS LH IBC                    042 09 46.4
 RJ1078:SPC MI C     -  POINT AUX PINS LH IBC                    044 03 50.7
 RJ1078:UTM  16      -  POINT AUX PINS LH IBC                    042 09 26.9
 RJ1078
 RJ1078|---------------------------------------------------------------------|
 RJ1078| PID    Reference Object                     Distance      Geod. Az  |
 RJ1078|                                                           dddmmss.s |
 RJ1078| RJ1072 POINT AUX PINS LH IBC               APPROX. 2.7 KM 0435819.1 |
 RJ1078| RJ1067 COAST GUARD STATION 6               APPROX. 4.1 KM 0465147.9 |
 RJ1078| RJ1070 BRUSH POINT FRONT RANGE LIGHT       APPROX. 2.6 KM 0523409.6 |
 RJ1078| RJ1100 MISSION HILL LOT IBC 1943           APPROX.14.0 KM 2813123.0 |
 RJ1078| RJ1089 10R USLS                            APPROX. 2.8 KM 3331203.2 |
 RJ1078|---------------------------------------------------------------------|
 RJ1078
 RJ1078                          SUPERSEDED SURVEY CONTROL
 RJ1078
 RJ1078  NAD 83(1986)-  46 26 48.80842(N)    084 29 49.48154(W) AD(       ) 3
 RJ1078  NAD 27      -  46 26 48.73900(N)    084 29 49.31100(W) AD(       ) 3
 RJ1078
 RJ1078.Superseded values are not recommended for survey control.
 RJ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1078.See file dsdata.txt to determine how the superseded data were derived.
 RJ1078
 RJ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9223846747(NAD 83)
 RJ1078_MARKER: Z = SEE DESCRIPTION
 RJ1078_SETTING: 0 = UNSPECIFIED SETTING
 RJ1078_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1078
 RJ1078  HISTORY     - Date     Condition        Report By
 RJ1078  HISTORY     - 1893     MONUMENTED       USLS
 RJ1078  HISTORY     - 1958     GOOD             IBC
 RJ1078  HISTORY     - 1968     GOOD             IBC
 RJ1078  HISTORY     - 1981     GOOD             NOS
 RJ1078
 RJ1078                          STATION DESCRIPTION
 RJ1078
 RJ1078'DESCRIBED BY US LAKE SURVEY 1893
 RJ1078'ON CEDAR POINT, AT LOWER END OF WHITEFISH BAY, 1-1/2 MILES W OF
 RJ1078'SOURCE OF ST MARYS RIVER, ON SMALL ROCKY POINT ON E SIDE OF MAIN
 RJ1078'POINT, NEAR BRUSH LINE, AND ABOUT 2 FEET ABOVE WATER LEVEL.  A
 RJ1078'ROCKY REEF RUNS OUT FROM THE POINT.
 RJ1078'
 RJ1078'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP IN A FLAT
 RJ1078'LIMESTONE 2 FEET BELOW THE SURFACE.  SURFACE MARK IS A CEDAR POST
 RJ1078'6 INCHES IN DIAMETER SET WITH BASE RESTING ON UNDERGROUND MARK
 RJ1078'AND PROJECTING 18 INCHES ABOVE GROUND WITH NAIL MARKING CENTER.  A
 RJ1078'TRIPOD STAND 4 FEET HIGH IS PLACED OVER CENTER.
 RJ1078
 RJ1078                          STATION RECOVERY (1958)
 RJ1078
 RJ1078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1078'CAIRN HAS BEEN BUILT AROUND POST.
 RJ1078
 RJ1078                          STATION RECOVERY (1968)
 RJ1078
 RJ1078'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1968
 RJ1078'RECOVERED IN GOOD CONDITION.
 RJ1078
 RJ1078                          STATION RECOVERY (1981)
 RJ1078
 RJ1078'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1078'THE STATION WAS RECOVERED AS DESCRIBED.  THE CORPS OF ENGINEERS
 RJ1078'HAS A TEN FOOT TRIPOD OVER THE STATION.  THE UNDERGROUND MARK
 RJ1078'WAS RECOVERED IN GOOD CONDITION.
 RJ1078'
 RJ1078'HEIGHT OF LIGHT ABOVE THE STATION WAS 2.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5065 ***********************************************************************
 AA5065  DESIGNATION -  15 WPM
 AA5065  PID         -  AA5065
 AA5065  STATE/COUNTY-  MI/LAKE
 AA5065  USGS QUAD   -  REED CITY NORTH (1987)
 AA5065
 AA5065                         *CURRENT SURVEY CONTROL
 AA5065  ___________________________________________________________________
 AA5065* NAD 83(1986)-  43 53 15.     (N)    085 33 45.     (W)     SCALED    
 AA5065* NAVD 88     -       359.108  (meters)    1178.17   (feet)  ADJUSTED  
 AA5065  ___________________________________________________________________
 AA5065  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AA5065  DYNAMIC HT  -         359.051 (meters)    1177.99  (feet)  COMP
 AA5065  MODELED GRAV-     980,449.3   (mgal)                       NAVD 88
 AA5065
 AA5065  VERT ORDER  -  FIRST     CLASS II
 AA5065
 AA5065.The horizontal coordinates were scaled from a topographic map and have
 AA5065.an estimated accuracy of +/- 6 seconds.
 AA5065
 AA5065.The orthometric height was determined by differential leveling
 AA5065.and adjusted by the National Geodetic Survey in January 2002..
 AA5065
 AA5065.The geoid height was determined by GEOID03.
 AA5065
 AA5065.The dynamic height is computed by dividing the NAVD 88
 AA5065.geopotential number by the normal gravity value computed on the
 AA5065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5065.degrees latitude (g = 980.6199 gals.).
 AA5065
 AA5065.The modeled gravity was interpolated from observed gravity values.
 AA5065
 AA5065;                    North         East    Units  Estimated Accuracy
 AA5065;SPC MI C     -    64,140.    5,903,900.      MT  (+/- 180 meters Scaled)
 AA5065
 AA5065                          SUPERSEDED SURVEY CONTROL
 AA5065
 AA5065.No superseded survey control is available for this station.
 AA5065
 AA5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP154603(NAD 83)
 AA5065_MARKER: DD = SURVEY DISK
 AA5065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5065_STAMPING: 15 WPM 1956 1178
 AA5065_MARK LOGO: USGS  
 AA5065_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5065+STABILITY: SURFACE MOTION
 AA5065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5065+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5065
 AA5065  HISTORY     - Date     Condition        Report By
 AA5065  HISTORY     - 1956     MONUMENTED       USGS
 AA5065  HISTORY     - 19921110 GOOD             NGS
 AA5065  HISTORY     - 20031010 GOOD             USPSQD
 AA5065
 AA5065                          STATION DESCRIPTION
 AA5065
 AA5065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5065'2.8 M (9.2 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5065'U.S. HIGHWAY 131 IN REED CITY, 29.0 M (95.1 FT) WEST OF THE CENTER OF
 AA5065'LAKOLA ROAD, 23.2 M (76.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 17.7 M
 AA5065'(58.1 FT) NORTHWEST OF THE WEST END OF A CULVERT, 1.8 M (5.9 FT) BELOW
 AA5065'THE LEVEL OF THE HIGHWAY, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND
 AA5065'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
 AA5065
 AA5065                          STATION RECOVERY (2003)
 AA5065
 AA5065'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVR)
 AA5065'DESCRIPTION IS LISTED AS 2.8M (9.2 FT)WESTERLY ALONG U.S. HIGHWAY 10
 AA5065'FROM THE JUNCTION OF U.S. HIGHWAY 131 IN REED CITY.
 AA5065'DESCRIPTION WRONG, SHOULD BE 5.9 MI WESTERLY ALONG U.S. HIGHWAY 10
 AA5065'FROM THE JUNCTION OF U.S. 131 IN REED CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6812 ***********************************************************************
 AA6812  DESIGNATION -  150 210A
 AA6812  PID         -  AA6812
 AA6812  STATE/COUNTY-  MI/WAYNE
 AA6812  USGS QUAD   -  WYANDOTTE (1981)
 AA6812
 AA6812                         *CURRENT SURVEY CONTROL
 AA6812  ___________________________________________________________________
 AA6812* NAD 83(1994)-  42 08 17.95804(N)    083 14 44.08200(W)     ADJUSTED  
 AA6812* NAVD 88     -       182.2    (meters)     598.     (feet)  GPS OBS   
 AA6812  ___________________________________________________________________
 AA6812  X           -     557,115.806 (meters)                     COMP
 AA6812  Y           -  -4,703,937.582 (meters)                     COMP
 AA6812  Z           -   4,257,108.041 (meters)                     COMP
 AA6812  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AA6812  ELLIP HEIGHT-         147.45  (meters)          (07/12/02) GPS OBS
 AA6812  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AA6812
 AA6812  HORZ ORDER  -  FIRST
 AA6812  ELLP ORDER  -  FOURTH    CLASS I
 AA6812
 AA6812.The horizontal coordinates were established by GPS observations
 AA6812.and adjusted by the National Geodetic Survey in February 1997..
 AA6812
 AA6812.The orthometric height was determined by GPS observations and a
 AA6812.high-resolution geoid model.
 AA6812
 AA6812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6812
 AA6812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6812
 AA6812.The ellipsoidal height was determined by GPS observations
 AA6812.and is referenced to NAD 83.
 AA6812
 AA6812.The geoid height was determined by GEOID03.
 AA6812
 AA6812;                    North         East     Units Scale Factor Converg.
 AA6812;SPC MI S     -    71,521.201 4,092,678.037   MT  0.99999115   +0 45 46.6
 AA6812;SPC MI S     -   234,649.61 13,427,421.38   iFT  0.99999115   +0 45 46.6
 AA6812;UTM  17      - 4,667,574.643   314,425.021   MT  1.00002376   -1 30 25.3
 AA6812
 AA6812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6812!SPC MI S     -   0.99997687  x   0.99999115  =   0.99996802
 AA6812!UTM  17      -   0.99997687  x   1.00002376  =   1.00000063
 AA6812
 AA6812                          SUPERSEDED SURVEY CONTROL
 AA6812
 AA6812  ELLIP H (02/03/97)  147.49   (m)                       GP(       ) 4 1
 AA6812  NAD 83(1986)-  42 08 17.96547(N)    083 14 44.11124(W) AD(       ) 1
 AA6812
 AA6812.Superseded values are not recommended for survey control.
 AA6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6812.See file dsdata.txt to determine how the superseded data were derived.
 AA6812
 AA6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1442567575(NAD 83)
 AA6812_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6812_STAMPING: 150-210A 1960
 AA6812_MARK LOGO: MI-163
 AA6812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6812+STABILITY: SURFACE MOTION
 AA6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6812+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 AA6812
 AA6812  HISTORY     - Date     Condition        Report By
 AA6812  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6812  HISTORY     - 20050718 GOOD             ADVGEO
 AA6812
 AA6812                          STATION DESCRIPTION
 AA6812
 AA6812'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6812'STATION IS LOCATED APPROXIMATELY 3.0 MILESNORTH OF FLAT ROCK, MICHIGAN
 AA6812'ON WEST ROAD AT HALL ROAD ON NORTH SIDE OF WOODHAVEN MUNICIPAL
 AA6812'BUILDING. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75 AND WEST
 AA6812'ROAD (EXIT 32), PROCEED WEST ON WEST ROAD FOR 0.1 MILESTO THE STATION
 AA6812'ON THE LEFT IN FRONT OF THE WOODHAVEN MUNICIPAL BUILDING. THE STATION
 AA6812'IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6812'DIAMETER CONCRETE MONUMENT WHICH IS APPROXIMATLEY 24 INCHES BELOW
 AA6812'GRADE.  CENTERLINE OF WEST ROAD IS N 0 E, 57.0 FEET, CENTERLINE OF
 AA6812'HALL ROAD IS N 90 W, 200.0 FEET.
 AA6812
 AA6812                          STATION RECOVERY (2005)
 AA6812
 AA6812'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA6812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5397 ***********************************************************************
 AA5397  DESIGNATION -  15012
 AA5397  PID         -  AA5397
 AA5397  STATE/COUNTY-  MI/OAKLAND
 AA5397  USGS QUAD   -  UTICA (1983)
 AA5397
 AA5397                         *CURRENT SURVEY CONTROL
 AA5397  ___________________________________________________________________
 AA5397* NAD 83(1994)-  42 42 20.86693(N)    083 06 04.62485(W)     ADJUSTED  
 AA5397* NAVD 88     -       246.3    (meters)     808.     (feet)  GPS OBS   
 AA5397  ___________________________________________________________________
 AA5397  X           -     563,858.339 (meters)                     COMP
 AA5397  Y           -  -4,660,350.372 (meters)                     COMP
 AA5397  Z           -   4,303,685.369 (meters)                     COMP
 AA5397  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 AA5397  ELLIP HEIGHT-         211.72  (meters)          (07/12/02) GPS OBS
 AA5397  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA5397
 AA5397  HORZ ORDER  -  FIRST
 AA5397  ELLP ORDER  -  FOURTH    CLASS I
 AA5397
 AA5397.The horizontal coordinates were established by GPS observations
 AA5397.and adjusted by the National Geodetic Survey in February 1997..
 AA5397
 AA5397.The orthometric height was determined by GPS observations and a
 AA5397.high-resolution geoid model.
 AA5397
 AA5397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5397
 AA5397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5397
 AA5397.The ellipsoidal height was determined by GPS observations
 AA5397.and is referenced to NAD 83.
 AA5397
 AA5397.The geoid height was determined by GEOID03.
 AA5397
 AA5397;                    North         East     Units Scale Factor Converg.
 AA5397;SPC MI S     -   134,715.501 4,103,658.334   MT  0.99991175   +0 51 40.1
 AA5397;SPC MI S     -   441,979.99 13,463,445.98   iFT  0.99991175   +0 51 40.1
 AA5397;UTM  17      - 4,730,285.596   327,909.713   MT  0.99996436   -1 25 31.8
 AA5397
 AA5397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5397!SPC MI S     -   0.99996680  x   0.99991175  =   0.99987855
 AA5397!UTM  17      -   0.99996680  x   0.99996436  =   0.99993116
 AA5397
 AA5397                          SUPERSEDED SURVEY CONTROL
 AA5397
 AA5397  ELLIP H (02/03/97)  211.75   (m)                       GP(       ) 4 1
 AA5397  NAD 83(1986)-  42 42 20.87075(N)    083 06 04.65600(W) AD(       ) 1
 AA5397
 AA5397.Superseded values are not recommended for survey control.
 AA5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5397.See file dsdata.txt to determine how the superseded data were derived.
 AA5397
 AA5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2791030286(NAD 83)
 AA5397_MARKER: A = ALUMINUM MARKER
 AA5397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5397_STAMPING: 15012
 AA5397_MARK LOGO: WADTRI
 AA5397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5397+STABILITY: SURFACE MOTION
 AA5397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5397+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 AA5397
 AA5397  HISTORY     - Date     Condition        Report By
 AA5397  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5397  HISTORY     - 20020504 GOOD             USPSQD
 AA5397  HISTORY     - 20060105 GOOD             INDIV
 AA5397
 AA5397                          STATION DESCRIPTION
 AA5397
 AA5397'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5397'INTERSTATE 75 TO EXIT 79 (UNIVERSITY DRIVE), THENCE EAST 1.4 MILES
 AA5397'(2.3 KM) ALONG UNIVERSITY DRIVE TO SQUIRREL ROAD, THENCE NORTH 0.3
 AA5397'MILES (0.5 KM) ALONG SQUIRREL ROAD TO WALTON BLVD., THENCE EAST ALONG
 AA5397'WALTON BLVD. 1.4 MILES (2.3 KM) TO ADAMS ROAD, THENCE NORTH 1.0 MILES
 AA5397'(1.6 KM) ALONG ADAMS ROAD TO TIENKEN ROAD, THENCE EAST 3.7 MILES (6.0
 AA5397'KM) ALONG TIENKEN ROAD TO WASHINGTON ROAD, THENCE NORTHEAST ALONG
 AA5397'WASHINGTON ROAD 1.4 MILES (2.3 KM) TO THE MONUMENT AT THE EAST SIDE OF
 AA5397'WASHINGTON ROAD.  THE MONUMENT IS 25.5 FEET (7.8 M) SOUTH EAST OF THE
 AA5397'CENTERLINE OF WASHINGTON ROAD, 145 FEET (44.2 M) SOUTH OF THE
 AA5397'CENTERLINE OF WINKLER MILL ROAD, 46 FEET (14.0 M) SOUTHWEST OF A POWER
 AA5397'POLE, 93.7 FEET (28.6 M) SOUTH OF A POWERPOLE, 115.5 FEET (35.2 M)
 AA5397'NORTH OF THE NORTHWEST CORNER OF A BRICK HOUSE 1650 WASHINGTON ROAD,
 AA5397'13 FEET (4.0 M) WEST OF A SPLIT RAIL FENCE, AND 2 FEET (0.6 M) HIGHER
 AA5397'THAN WASHINGTON ROAD.
 AA5397
 AA5397                          STATION RECOVERY (2002)
 AA5397
 AA5397'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 AA5397'24 FEET TO MARKER FROM CENTER LINE OF WASHINGTON ROAD 150 DEGREES FROM
 AA5397'CENTER LINE TO MARKER.
 AA5397
 AA5397                          STATION RECOVERY (2006)
 AA5397
 AA5397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5398 ***********************************************************************
 AA5398  DESIGNATION -  15071
 AA5398  PID         -  AA5398
 AA5398  STATE/COUNTY-  MI/OAKLAND
 AA5398  USGS QUAD   -  ROCHESTER (1981)
 AA5398
 AA5398                         *CURRENT SURVEY CONTROL
 AA5398  ___________________________________________________________________
 AA5398* NAD 83(1994)-  42 41 37.76039(N)    083 12 31.44511(W)     ADJUSTED  
 AA5398* NAVD 88     -       303.6    (meters)     996.     (feet)  GPS OBS   
 AA5398  ___________________________________________________________________
 AA5398  X           -     555,229.206 (meters)                     COMP
 AA5398  Y           -  -4,662,337.379 (meters)                     COMP
 AA5398  Z           -   4,302,746.810 (meters)                     COMP
 AA5398  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AA5398  ELLIP HEIGHT-         269.28  (meters)          (07/12/02) GPS OBS
 AA5398  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AA5398
 AA5398  HORZ ORDER  -  FIRST
 AA5398  ELLP ORDER  -  FOURTH    CLASS I
 AA5398
 AA5398.The horizontal coordinates were established by GPS observations
 AA5398.and adjusted by the National Geodetic Survey in February 1997..
 AA5398
 AA5398.The orthometric height was determined by GPS observations and a
 AA5398.high-resolution geoid model.
 AA5398
 AA5398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5398
 AA5398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5398
 AA5398.The ellipsoidal height was determined by GPS observations
 AA5398.and is referenced to NAD 83.
 AA5398
 AA5398.The geoid height was determined by GEOID03.
 AA5398
 AA5398;                    North         East     Units Scale Factor Converg.
 AA5398;SPC MI S     -   133,258.909 4,094,875.046   MT  0.99991242   +0 47 16.8
 AA5398;SPC MI S     -   437,201.15 13,434,629.42   iFT  0.99991242   +0 47 16.8
 AA5398;UTM  17      - 4,729,180.488   319,074.677   MT  1.00000274   -1 29 53.2
 AA5398
 AA5398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5398!SPC MI S     -   0.99995777  x   0.99991242  =   0.99987019
 AA5398!UTM  17      -   0.99995777  x   1.00000274  =   0.99996051
 AA5398
 AA5398                          SUPERSEDED SURVEY CONTROL
 AA5398
 AA5398  ELLIP H (02/03/97)  269.30   (m)                       GP(       ) 4 1
 AA5398  NAD 83(1986)-  42 41 37.76383(N)    083 12 31.47592(W) AD(       ) 1
 AA5398
 AA5398.Superseded values are not recommended for survey control.
 AA5398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5398.See file dsdata.txt to determine how the superseded data were derived.
 AA5398
 AA5398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1907529180(NAD 83)
 AA5398_MARKER: A = ALUMINUM MARKER
 AA5398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5398_STAMPING: 15071
 AA5398_MARK LOGO: WADTRI
 AA5398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5398+STABILITY: SURFACE MOTION
 AA5398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5398+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 AA5398
 AA5398  HISTORY     - Date     Condition        Report By
 AA5398  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5398  HISTORY     - 20020504 GOOD             USPSQD
 AA5398  HISTORY     - 20060105 GOOD             INDIV
 AA5398
 AA5398                          STATION DESCRIPTION
 AA5398
 AA5398'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5398'INTERSTATE 75 TO EXIT 79 (UNIVERSITY DRIVE), THENCE EAST 1.4 MILES
 AA5398'(2.3 KM) ALONG UNIVERSITY DRIVE TO SQUIRREL ROAD, THENCE NORTH 0.3
 AA5398'MILES (0.5 KM) ALONG SQUIRREL ROAD TO WALTON BLVD., THENCE EAST 1.4
 AA5398'MILES (2.3 KM) ALONG WALTON BLVD. TO ADAMS ROAD, THENCE NORTH 1.0
 AA5398'MILES (1.6 KM) ALONG ADAMS ROAD TO TIENKEN ROAD, THENCE WEST 0.7 MILES
 AA5398'(1.1 KM) ALONG TIENKEN ROAD TO THE MONUMENT AT THE SOUTH SIDE OF
 AA5398'TIENKEN ROAD.  THE MONUMENT IS 26.5 FEET (8.1 M) SOUTH OF THE
 AA5398'CENTERLIN OF TIENKEN ROAD, 90 FEET (27.4 M) WEST OF THE CENTERLINE OF
 AA5398'FALCON DRIVE, 90.5 FEET (27.6 M) NORTH NORTHEAST OF THE NORTHEAST
 AA5398'CORNER OF A 2-STORY BRICK HOUSE, 30 FEET (9.1 M) NORTH OF THE NORTH
 AA5398'EDGE OF A BIT WALK, 182.7 FEET (55.7 M) SOUTH EAST OF A POWER POLE,
 AA5398'AND 1 FOOT (0.3 M) HIGHER THAN TIENKEN ROAD.
 AA5398
 AA5398                          STATION RECOVERY (2002)
 AA5398
 AA5398'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 AA5398'NEW SUBDIVISION, NEW 3 LANE TIENKEN ROAD. MARKER LOCATED 85.4 FEET
 AA5398'WEST CENTER OF ISLAND OF FALCON ROAD. 43.4 FEET SW CURB FROM SOUTH
 AA5398'SIDE FALCON ROAD. SEVEN FEET FROM SOUTH CURB OF TIENKEN ROAD. 26 FEET
 AA5398'SOUTH FROM CENTER LINE OF TIENKEN ROAD.
 AA5398
 AA5398                          STATION RECOVERY (2006)
 AA5398
 AA5398'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2109 ***********************************************************************
 AB2109  DESIGNATION -  15200
 AB2109  PID         -  AB2109
 AB2109  STATE/COUNTY-  MI/CHARLEVOIX
 AB2109  USGS QUAD   -  BOYNE FALLS (1986)
 AB2109
 AB2109                         *CURRENT SURVEY CONTROL
 AB2109  ___________________________________________________________________
 AB2109* NAD 83(1994)-  45 12 59.87249(N)    084 59 35.48161(W)     ADJUSTED  
 AB2109* NAVD 88     -       199.4    (meters)     654.     (feet)  GPS OBS   
 AB2109  ___________________________________________________________________
 AB2109  X           -     392,790.517 (meters)                     COMP
 AB2109  Y           -  -4,483,477.881 (meters)                     COMP
 AB2109  Z           -   4,504,456.499 (meters)                     COMP
 AB2109  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AB2109  ELLIP HEIGHT-         164.37  (meters)          (07/12/02) GPS OBS
 AB2109  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 AB2109
 AB2109  HORZ ORDER  -  FIRST
 AB2109  ELLP ORDER  -  FOURTH    CLASS I
 AB2109
 AB2109.The horizontal coordinates were established by GPS observations
 AB2109.and adjusted by the National Geodetic Survey in February 1997..
 AB2109
 AB2109.The orthometric height was determined by GPS observations and a
 AB2109.high-resolution geoid model.
 AB2109
 AB2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2109
 AB2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2109
 AB2109.The ellipsoidal height was determined by GPS observations
 AB2109.and is referenced to NAD 83.
 AB2109
 AB2109.The geoid height was determined by GEOID03.
 AB2109
 AB2109;                    North         East     Units Scale Factor Converg.
 AB2109;SPC MI C     -   211,314.997 5,950,791.400   MT  0.99992406   -0 26 33.3
 AB2109;SPC MI C     -   693,290.67 19,523,593.83   iFT  0.99992406   -0 26 33.3
 AB2109;UTM  16      - 5,008,974.857   657,570.033   MT  0.99990529   +1 25 28.8
 AB2109
 AB2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2109!SPC MI C     -   0.99997423  x   0.99992406  =   0.99989829
 AB2109!UTM  16      -   0.99997423  x   0.99990529  =   0.99987952
 AB2109
 AB2109                          SUPERSEDED SURVEY CONTROL
 AB2109
 AB2109  NAD 83(1986)-  45 12 59.86681(N)    084 59 35.48551(W) AD(       ) 1
 AB2109  ELLIP H (02/20/96)  164.75   (m)                       GP(       ) 1 1
 AB2109
 AB2109.Superseded values are not recommended for survey control.
 AB2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2109.See file dsdata.txt to determine how the superseded data were derived.
 AB2109
 AB2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5757008975(NAD 83)
 AB2109_MARKER: DD = SURVEY DISK
 AB2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2109_STAMPING: 15200 1994
 AB2109_MARK LOGO: MIDT  
 AB2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2109+STABILITY: SURFACE MOTION
 AB2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2109+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2109
 AB2109  HISTORY     - Date     Condition        Report By
 AB2109  HISTORY     - 1994     MONUMENTED       MIDT
 AB2109
 AB2109                          STATION DESCRIPTION
 AB2109
 AB2109'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2109'STATION IS LOCATED IN QUAD 450843 ON THE BOYNE FALLS QUADRANGLE MAP.
 AB2109'IT IS IN THE NORTHWEST 1/4 OF SECTION 36, T-33-N, R-6-W, EVANGELINE
 AB2109'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) SOUTH OF PETOSKEY, 1.0 MI (1.6 KM)
 AB2109'EAST OF BOYNE CITY AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH
 AB2109'FROM THE JUNCTION OF STATE HIGHWAY M-75 AND U.S. HIGHWAY 131 AT
 AB2109'WALLOON LAKE, GO WEST AND SOUTH ALONG STATE HIGHWAY M-75 THROUGH THE
 AB2109'VILLAGE OF WALLOON LAKE FOR 5.7 MI (9.2 KM) TO THE STATION ON THE
 AB2109'RIGHT. STATION IS 6-INCHES BELOW GROUND SURFACE.  IT IS 53.5 FT (16.3
 AB2109'M) WEST FROM THE CENTER OF GRAVEL DRIVE TO NORTH, 26.0 FT (7.9 M)
 AB2109'NORTH FROM THE CENTER OF HIGHWAY M-75, 7.0 FT (2.1 M) SOUTH FRON A
 AB2109'SPLIT RAIL FENCE, IN LINE WITH THE WEST FACE OF A STORAGE COMPANY
 AB2109'BUILDING TO THE SOUTH, AND 7.5 FT (2.3 M) SOUTHWESTERLY FROM A
 AB2109'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2110 ***********************************************************************
 AB2110  DESIGNATION -  15201
 AB2110  PID         -  AB2110
 AB2110  STATE/COUNTY-  MI/CHARLEVOIX
 AB2110  USGS QUAD   -  BOYNE FALLS (1986)
 AB2110
 AB2110                         *CURRENT SURVEY CONTROL
 AB2110  ___________________________________________________________________
 AB2110* NAD 83(1994)-  45 12 59.98361(N)    084 58 53.36511(W)     ADJUSTED  
 AB2110* NAVD 88     -       208.08   (meters)     682.7    (feet)  LEVELING  
 AB2110  ___________________________________________________________________
 AB2110  X           -     393,706.298 (meters)                     COMP
 AB2110  Y           -  -4,483,401.272 (meters)                     COMP
 AB2110  Z           -   4,504,465.098 (meters)                     COMP
 AB2110  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AB2110  ELLIP HEIGHT-         173.08  (meters)          (07/12/02) GPS OBS
 AB2110  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AB2110
 AB2110  HORZ ORDER  -  FIRST
 AB2110  VERT ORDER  -  THIRD ?
 AB2110  ELLP ORDER  -  FOURTH    CLASS I
 AB2110
 AB2110.The horizontal coordinates were established by GPS observations
 AB2110.and adjusted by the National Geodetic Survey in February 1997..
 AB2110
 AB2110.The orthometric height was determined by differential leveling.
 AB2110.The vertical network tie was performed by a horz. field party for horz.
 AB2110.obs reductions. Reset procedures were used to establish the elevation.
 AB2110
 AB2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2110
 AB2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2110
 AB2110.The ellipsoidal height was determined by GPS observations
 AB2110.and is referenced to NAD 83.
 AB2110
 AB2110.The geoid height was determined by GEOID03.
 AB2110
 AB2110;                    North         East     Units Scale Factor Converg.
 AB2110;SPC MI C     -   211,311.396 5,951,710.278   MT  0.99992406   -0 26 03.5
 AB2110;SPC MI C     -   693,278.86 19,526,608.52   iFT  0.99992406   -0 26 03.5
 AB2110;UTM  16      - 5,009,001.198   658,488.525   MT  0.99990886   +1 25 58.7
 AB2110
 AB2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2110!SPC MI C     -   0.99997286  x   0.99992406  =   0.99989693
 AB2110!UTM  16      -   0.99997286  x   0.99990886  =   0.99988173
 AB2110
 AB2110                          SUPERSEDED SURVEY CONTROL
 AB2110
 AB2110  NAD 83(1986)-  45 12 59.97781(N)    084 58 53.36997(W) AD(       ) 1
 AB2110
 AB2110.Superseded values are not recommended for survey control.
 AB2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2110.See file dsdata.txt to determine how the superseded data were derived.
 AB2110
 AB2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5848909001(NAD 83)
 AB2110_MARKER: DD = SURVEY DISK
 AB2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2110_STAMPING: 15201
 AB2110_MARK LOGO: MIDT  
 AB2110_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2110+STABILITY: SURFACE MOTION
 AB2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2110+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1998
 AB2110
 AB2110  HISTORY     - Date     Condition        Report By
 AB2110  HISTORY     - 1994     MONUMENTED       MIDT
 AB2110  HISTORY     - 19980818 GOOD             WADTRI
 AB2110
 AB2110                          STATION DESCRIPTION
 AB2110
 AB2110'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2110'STATION IS LOCATED IN QUAD 450843 ON THE BOYNE FALLS QUADRANGLE MAP.
 AB2110'IT IS IN THE NORTHEAST 1/4 OF SECTION 36, T-33-N, R-6-W, EVANGELINE
 AB2110'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) SOUTH OF PETOSKEY, 1.5 MI (2.4 KM)
 AB2110'EAST OF BOYNE CITY, AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH
 AB2110'FROM THE JUNCTION OF STATE HIGHWAY M-75 AND U.S. HIGHWAY 131 AT
 AB2110'WALLOON LAKE, GO WEST AND SOUTH ALONG HIGHWAY M-75 THROUGH THE VILLAGE
 AB2110'OF WALLOON LAKE FOR 5.15 MI (8.29 KM) TO THE SECOND CROSSING OF OLD
 AB2110'STATE ROAD AND THE STATION ON THE LEFT AS DESCRIBED. STATION IS 68.6
 AB2110'FT (20.9 M) WEST FROM THE CENTER OF OLD STATE ROAD, 47.0 FT (14.3 M)
 AB2110'NORTH FROM THE CENTER OF AN OLD ROAD BED ON THE NORTH SIDE OF A
 AB2110'DRAINAGE DITCH, 41.6 FT (12.7 M) SOUTH FROM THE CENTER OF HIGHWAY
 AB2110'M-75, AND 4.0 FT (1.2 M) EAST FROM A CARSONITE WITNESS POST.
 AB2110
 AB2110                          STATION RECOVERY (1998)
 AB2110
 AB2110'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 AB2110'RECOVERED AS DESCRIBED BY WADE-TRIM INC.  1998. STATION IS LOCATED IN
 AB2110'QUAD 450843 ON THE BOYNE FALLS QUAD MAP.  IT IS LOCATED ABOUT 10.5
 AB2110'MILES (16.9 KM) SOUTH OF PETOSKEY, 1.5 MILES (2.4 KM) EAST OF BOYNE
 AB2110'CITY, AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH FROM THE
 AB2110'JUNCTION OF M-75 AND U.S.  HIGHWAY 131 AT WALLOON LAKE, GO WEST AND
 AB2110'SOUTH ALONG M-75 THROUGH THE VILLAGE OF WALLOON LAKE FOR 5.15 MILES
 AB2110'(8.29 KM) TO THE SECOND CROSSING OF OLD STATE ROAD AND THE STATION ON
 AB2110'THE LEFT AS DESCRIBED.  STATION IS 68.6 FEET (20.9 M) WEST FROM THE
 AB2110'CENTER OF AN OLD ROAD BED ON THE NORTH SIDE OF A DRAINAGE DITCH, 41.6
 AB2110'FEET (12.7 M) SOUTH FROM THE CENTER OF HIGHWAY M-75, AND 4.0 FEET (1.2
 AB2110'M) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2111 ***********************************************************************
 AB2111  DESIGNATION -  15202
 AB2111  PID         -  AB2111
 AB2111  STATE/COUNTY-  MI/CHARLEVOIX
 AB2111  USGS QUAD   -  DEADMANS HILL (1986)
 AB2111
 AB2111                         *CURRENT SURVEY CONTROL
 AB2111  ___________________________________________________________________
 AB2111* NAD 83(1994)-  45 15 09.91418(N)    084 57 11.46101(W)     ADJUSTED  
 AB2111* NAVD 88     -       245.2    (meters)     804.     (feet)  GPS OBS   
 AB2111  ___________________________________________________________________
 AB2111  X           -     395,673.013 (meters)                     COMP
 AB2111  Y           -  -4,480,395.287 (meters)                     COMP
 AB2111  Z           -   4,507,316.139 (meters)                     COMP
 AB2111  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AB2111  ELLIP HEIGHT-         210.14  (meters)          (07/12/02) GPS OBS
 AB2111  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AB2111
 AB2111  HORZ ORDER  -  FIRST
 AB2111  ELLP ORDER  -  FOURTH    CLASS I
 AB2111
 AB2111.The horizontal coordinates were established by GPS observations
 AB2111.and adjusted by the National Geodetic Survey in February 1997..
 AB2111
 AB2111.The orthometric height was determined by GPS observations and a
 AB2111.high-resolution geoid model.
 AB2111
 AB2111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2111
 AB2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2111
 AB2111.The ellipsoidal height was determined by GPS observations
 AB2111.and is referenced to NAD 83.
 AB2111
 AB2111.The geoid height was determined by GEOID03.
 AB2111
 AB2111;                    North         East     Units Scale Factor Converg.
 AB2111;SPC MI C     -   215,305.642 5,953,962.517   MT  0.99992726   -0 24 51.6
 AB2111;SPC MI C     -   706,383.34 19,533,997.76   iFT  0.99992726   -0 24 51.6
 AB2111;UTM  16      - 5,013,066.679   660,609.354   MT  0.99991717   +1 27 14.4
 AB2111
 AB2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2111!SPC MI C     -   0.99996705  x   0.99992726  =   0.99989432
 AB2111!UTM  16      -   0.99996705  x   0.99991717  =   0.99988423
 AB2111
 AB2111                          SUPERSEDED SURVEY CONTROL
 AB2111
 AB2111  NAD 83(1986)-  45 15 09.90904(N)    084 57 11.46667(W) AD(       ) 1
 AB2111  ELLIP H (02/20/96)  210.54   (m)                       GP(       ) 1 1
 AB2111
 AB2111.Superseded values are not recommended for survey control.
 AB2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2111.See file dsdata.txt to determine how the superseded data were derived.
 AB2111
 AB2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6060913067(NAD 83)
 AB2111_MARKER: DD = SURVEY DISK
 AB2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2111_STAMPING: 15202 1994
 AB2111_MARK LOGO: MIDT  
 AB2111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2111+STABILITY: SURFACE MOTION
 AB2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2111+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2111
 AB2111  HISTORY     - Date     Condition        Report By
 AB2111  HISTORY     - 1994     MONUMENTED       MIDT
 AB2111
 AB2111                          STATION DESCRIPTION
 AB2111
 AB2111'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2111'STATION IS IN QUAD 450843 ON THE PETOSKEY QUADRANGLE MAP.  IT IS IN
 AB2111'THE SOUTHEAST 1/4 OF SECTION 18, T-33-N, R-5-W, MELROSE TOWNSHIP.
 AB2111'ABOUT 8.0 MI (12.9 KM) SOUTH OF PETOSKEY, 3.5 MI (5.6 KM) NORTHEAST OF
 AB2111'BOYNE CITY AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY. TO REACH FROM THE
 AB2111'JUNCTION OF STATE HIGHWAY M-75 AND U.S.  HIGHWAY 131 AT WALLOON LAKE,
 AB2111'GO WEST AND SOUTH ALONG HIGHWAY M-75 THROUGH WALLOON LAKE FOR 1.9 MI
 AB2111'(3.1 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 124.9 FT
 AB2111'(38.1 M) WEST FROM THE CENTER OF A FIELD DRIVE TO THE NORTH, 59.9 FT
 AB2111'(18.3 M) NORTH FROM THE CENTER OF HIGHWAY M-75, 53.0 FT (16.2 M)
 AB2111'NORTHEAST FROM AN ADOPT-A-HIGHWAY NORTH SIGN POST, 22.0 FT (6.7 M)
 AB2111'SOUTH FROM THE TOP OF BANK, AND 3.5 FT (1.1 M) SOUTH FROM A CARSONITE
 AB2111'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2112 ***********************************************************************
 AB2112  DESIGNATION -  15203
 AB2112  PID         -  AB2112
 AB2112  STATE/COUNTY-  MI/CHARLEVOIX
 AB2112  USGS QUAD   -  DEADMANS HILL (1986)
 AB2112
 AB2112                         *CURRENT SURVEY CONTROL
 AB2112  ___________________________________________________________________
 AB2112* NAD 83(1994)-  45 15 13.56822(N)    084 56 42.75869(W)     ADJUSTED  
 AB2112* NAVD 88     -       219.0    (meters)     719.     (feet)  GPS OBS   
 AB2112  ___________________________________________________________________
 AB2112  X           -     396,287.782 (meters)                     COMP
 AB2112  Y           -  -4,480,241.970 (meters)                     COMP
 AB2112  Z           -   4,507,376.910 (meters)                     COMP
 AB2112  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AB2112  ELLIP HEIGHT-         183.89  (meters)          (07/12/02) GPS OBS
 AB2112  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AB2112
 AB2112  HORZ ORDER  -  FIRST
 AB2112  ELLP ORDER  -  FOURTH    CLASS I
 AB2112
 AB2112.The horizontal coordinates were established by GPS observations
 AB2112.and adjusted by the National Geodetic Survey in February 1997..
 AB2112
 AB2112.The orthometric height was determined by GPS observations and a
 AB2112.high-resolution geoid model.
 AB2112
 AB2112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2112
 AB2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2112
 AB2112.The ellipsoidal height was determined by GPS observations
 AB2112.and is referenced to NAD 83.
 AB2112
 AB2112.The geoid height was determined by GEOID03.
 AB2112
 AB2112;                    North         East     Units Scale Factor Converg.
 AB2112;SPC MI C     -   215,413.941 5,954,589.125   MT  0.99992736   -0 24 31.3
 AB2112;SPC MI C     -   706,738.65 19,536,053.56   iFT  0.99992736   -0 24 31.3
 AB2112;UTM  16      - 5,013,195.349   661,232.092   MT  0.99991964   +1 27 34.9
 AB2112
 AB2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2112!SPC MI C     -   0.99997117  x   0.99992736  =   0.99989853
 AB2112!UTM  16      -   0.99997117  x   0.99991964  =   0.99989081
 AB2112
 AB2112                          SUPERSEDED SURVEY CONTROL
 AB2112
 AB2112  NAD 83(1986)-  45 15 13.56278(N)    084 56 42.76406(W) AD(       ) 1
 AB2112  ELLIP H (02/20/96)  184.28   (m)                       GP(       ) 1 1
 AB2112
 AB2112.Superseded values are not recommended for survey control.
 AB2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2112.See file dsdata.txt to determine how the superseded data were derived.
 AB2112
 AB2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6123213195(NAD 83)
 AB2112_MARKER: DD = SURVEY DISK
 AB2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2112_STAMPING: 15203 1994
 AB2112_MARK LOGO: MIDT  
 AB2112_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2112+STABILITY: SURFACE MOTION
 AB2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2112+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2112
 AB2112  HISTORY     - Date     Condition        Report By
 AB2112  HISTORY     - 1994     MONUMENTED       MIDT
 AB2112
 AB2112                          STATION DESCRIPTION
 AB2112
 AB2112'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB2112'STATION IS LOCATED IN QUAD 450843 ON THE PETOSKEY QUADRANGLE MAP.  IT
 AB2112'IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-33-N, R-5-W, MELROSE
 AB2112'TOWNSHIP.  ABOUT 8.0 MI (12.9 KM) SOUTH OF PETOSKEY, 4.0 MI (6.4 KM)
 AB2112'NORTHEAST OF BOYNE CITY AND ON STATE HIGHWAY M-75 RIGHT-OF-WAY IN
 AB2112'CLEAR VISION AREA. TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-75
 AB2112'AND U.S. HIGHWAY 131 AT WALLOON LAKE, GO WEST AND SOUTH ALONG M-75
 AB2112'THROUGH THE VILLAGE OF WALLOON LAKE FOR 1.45 MI (2.33 KM) TO A PAVED
 AB2112'ROAD CROSSING, SOUTH SHORE ROAD TO THE NORTH, AND THE STATION ON THE
 AB2112'LEFT AS DESCRIBED. STATION IS 101.0 FT (30.8 M) NORTH FROM A TELEPHONE
 AB2112'PEDESTAL, 75.0 FT (22.9 M) SOUTH FROM THE CENTER OF HIGHWAY M-75, 44.8
 AB2112'FT (13.7 M) EAST FROM THE CENTER OF ECKER ROAD, AND 3.0 FT (0.9 M)
 AB2112'NORTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1250 ***********************************************************************
 RJ1250  DESIGNATION -  155 LIC+087
 RJ1250  PID         -  RJ1250
 RJ1250  STATE/COUNTY-  MI/CHIPPEWA
 RJ1250  USGS QUAD   -  GOETZVILLE (1976)
 RJ1250
 RJ1250                         *CURRENT SURVEY CONTROL
 RJ1250  ___________________________________________________________________
 RJ1250* NAD 83(1994)-  46 02 40.92028(N)    084 00 06.37260(W)     ADJUSTED  
 RJ1250* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 RJ1250  ___________________________________________________________________
 RJ1250  X           -     463,431.057 (meters)                     COMP
 RJ1250  Y           -  -4,410,562.775 (meters)                     COMP
 RJ1250  Z           -   4,568,799.464 (meters)                     COMP
 RJ1250  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 RJ1250  ELLIP HEIGHT-         141.57  (meters)          (02/03/97) GPS OBS
 RJ1250  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1250
 RJ1250  HORZ ORDER  -  FIRST
 RJ1250  ELLP ORDER  -  FOURTH    CLASS I
 RJ1250
 RJ1250.The horizontal coordinates were established by GPS observations
 RJ1250.and adjusted by the National Geodetic Survey in February 1997..
 RJ1250
 RJ1250.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1250
 RJ1250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1250
 RJ1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1250
 RJ1250.The ellipsoidal height was determined by GPS observations
 RJ1250.and is referenced to NAD 83.
 RJ1250
 RJ1250.The geoid height was determined by GEOID03.
 RJ1250
 RJ1250;                    North         East     Units Scale Factor Converg.
 RJ1250;SPC MI N     -   144,581.145 8,231,989.844   MT  0.99991161   +2 10 01.5
 RJ1250;SPC MI N     -   474,347.59 27,007,840.70   iFT  0.99991161   +2 10 01.5
 RJ1250;UTM  16      - 5,103,385.182   731,969.113   MT  1.00026155   +2 09 33.6
 RJ1250;UTM  17      - 5,103,395.516   267,756.985   MT  1.00026311   -2 09 42.8
 RJ1250
 RJ1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1250!SPC MI N     -   0.99997781  x   0.99991161  =   0.99988942
 RJ1250!UTM  16      -   0.99997781  x   1.00026155  =   1.00023935
 RJ1250!UTM  17      -   0.99997781  x   1.00026311  =   1.00024091
 RJ1250
 RJ1250                          SUPERSEDED SURVEY CONTROL
 RJ1250
 RJ1250  NAD 83(1986)-  46 02 40.90858(N)    084 00 06.36641(W) AD(       ) 1
 RJ1250  NGVD 29 (05/22/90)  178.3    (m)          585.     (f) GPS OBS        
 RJ1250
 RJ1250.Superseded values are not recommended for survey control.
 RJ1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1250.See file dsdata.txt to determine how the superseded data were derived.
 RJ1250
 RJ1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3196903385(NAD 83)
 RJ1250_MARKER: DS = TRIANGULATION STATION DISK
 RJ1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1250+STABILITY: SURFACE MOTION
 RJ1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1250+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1250
 RJ1250  HISTORY     - Date     Condition        Report By
 RJ1250  HISTORY     - 1988     MONUMENTED       USE
 RJ1250
 RJ1250                          STATION DESCRIPTION
 RJ1250
 RJ1250'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1250'THE STATION IS LOCATED ABOUT 56.3 KM (35.0 MI) SOUTH-SOUTHEAST OF
 RJ1250'SAULT STE MARIE, 50.2 KM
 RJ1250'(31.2 MI) EAST-SOUTHEAST OF RUDYARD, 10.1 KM (6.3 MI)
 RJ1250'NORTHWEST OF DETOUR VILLAGE IN FRAC SEC 12,
 RJ1250'T42N-R3E.
 RJ1250'OWNERSHIP---LEE AND HELEN JEAN DRAPER
 RJ1250'
 RJ1250'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RJ1250'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RJ1250'NORTH RABER ROAD FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RJ1250'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1250'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 50 MINUTES ALONG THE WEST SIDE
 RJ1250'TO A SMALL POINT AND THE STATION.
 RJ1250'
 RJ1250'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---215---,
 RJ1250'SET INTO A 20 CM (8 IN) CONCRETE CYLINDER LOCATED 24.4 METERS
 RJ1250'(80 FT) IN FROM THE
 RJ1250'SHORE.
 RJ1250'
 RJ1250'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0217 ***********************************************************************
 RJ0217  DESIGNATION -  155 USLS
 RJ0217  PID         -  RJ0217
 RJ0217  STATE/COUNTY-  MI/CHIPPEWA
 RJ0217  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0217
 RJ0217                         *CURRENT SURVEY CONTROL
 RJ0217  ___________________________________________________________________
 RJ0217* NAD 83(1986)-  46 23 26.     (N)    084 11 54.     (W)     SCALED    
 RJ0217* NAVD 88     -       183.988  (meters)     603.63   (feet)  ADJUSTED  
 RJ0217  ___________________________________________________________________
 RJ0217  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0217  DYNAMIC HT  -         183.998 (meters)     603.67  (feet)  COMP
 RJ0217  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0217
 RJ0217  VERT ORDER  -  FIRST     CLASS 0
 RJ0217
 RJ0217.The horizontal coordinates were scaled from a topographic map and have
 RJ0217.an estimated accuracy of +/- 6 seconds.
 RJ0217
 RJ0217.The orthometric height was determined by differential leveling
 RJ0217.and adjusted by the National Geodetic Survey in June 1991..
 RJ0217.WARNING-Repeat measurements at this control monument indicate possible
 RJ0217.vertical movement.
 RJ0217
 RJ0217.The geoid height was determined by GEOID03.
 RJ0217
 RJ0217.The dynamic height is computed by dividing the NAVD 88
 RJ0217.geopotential number by the normal gravity value computed on the
 RJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0217.degrees latitude (g = 980.6199 gals.).
 RJ0217
 RJ0217.The modeled gravity was interpolated from observed gravity values.
 RJ0217
 RJ0217;                    North         East    Units  Estimated Accuracy
 RJ0217;SPC MI N     -   182,440.    8,215,430.      MT  (+/- 180 meters Scaled)
 RJ0217
 RJ0217                          SUPERSEDED SURVEY CONTROL
 RJ0217
 RJ0217.No superseded survey control is available for this station.
 RJ0217
 RJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS154412(NAD 83)
 RJ0217_MARKER: Z = SEE DESCRIPTION
 RJ0217_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0217+WITH SETTING: INTO GROUND
 RJ0217_MARK LOGO: USLS  
 RJ0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0217+STABILITY: SURFACE MOTION
 RJ0217
 RJ0217  HISTORY     - Date     Condition        Report By
 RJ0217  HISTORY     - 1969     MONUMENTED       USLS
 RJ0217  HISTORY     - 1969     GOOD             USLS
 RJ0217  HISTORY     - 1983     GOOD             NGS
 RJ0217
 RJ0217                          STATION DESCRIPTION
 RJ0217
 RJ0217'DESCRIBED BY US LAKE SURVEY 1969
 RJ0217'AT SUGAR ISLAND.
 RJ0217'155 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0217'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0217'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0217'MILES SOUTH, TURN LEFT, 0.52 MILE EAST, TURN RIGHT, GO 2.0 MILES
 RJ0217'SOUTH, TURN LEFT, GO 0.44 MILE EAST TO Y-INTERSECTION AND
 RJ0217'VICINITY OF MARK, 89.5 FEET SOUTHEAST OF UTILITY POLE NO. SU
 RJ0217'I-155, 1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST
 RJ0217'POINT ON TOP OF A COPPER-COATED STEEL ROD.
 RJ0217
 RJ0217                          STATION RECOVERY (1983)
 RJ0217
 RJ0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0217'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0217'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0217'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0217'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0217'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM (0.45
 RJ0217'MI) EAST TO A Y JUNCTION, 17.1 METERS (56.0 FT) NORTHEAST OF THE
 RJ0217'CENTER OF THE SOUTHEASTBOUND ROAD, 13.4 METERS (44.0 FT) SOUTH OF THE
 RJ0217'APPROXIMATE CENTER OF 8 MILE ROAD, 10.1 METERS (33.0 FT) NORTH OF THE
 RJ0217'NORTH END OF A 18 INCH METAL PIPE CULVERT UNDER HOMESTEAD ROAD,
 RJ0217'1.5 METERS (4.8 FT) WEST OF POWERLINE POLE NUMBER SU1-155, AND
 RJ0217'27.3 METERS (89.5 FT) SOUTHEAST OF POWERLINE POLE NUMBER SU1-155X.
 RJ0217'NOTE, THE DEPTH OF THE ROD WAS NOT NOTED IN THE DESCRIPTION, ONLY A
 RJ0217'COPPER COATED STEEL ROD, SETTING AND QUALITY CAN NOT BE DETERMINED
 RJ0217'THIS SURVEY.
 RJ0217'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 RJ0217'THE MARK IS 0.91 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0878 ***********************************************************************
 NE0878  DESIGNATION -  159 F GSC
 NE0878  PID         -  NE0878
 NE0878  STATE/COUNTY-  MI/WAYNE
 NE0878  USGS QUAD   -  DETROIT (1980)
 NE0878
 NE0878                         *CURRENT SURVEY CONTROL
 NE0878  ___________________________________________________________________
 NE0878* NAD 83(1986)-  42 19 42.     (N)    083 04 37.     (W)     SCALED    
 NE0878* NAVD 88     -       182.289  (meters)     598.06   (feet)  ADJUSTED  
 NE0878  ___________________________________________________________________
 NE0878  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NE0878  DYNAMIC HT  -         182.235 (meters)     597.88  (feet)  COMP
 NE0878  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 NE0878
 NE0878  VERT ORDER  -  FIRST     CLASS II
 NE0878
 NE0878.The horizontal coordinates were scaled from a topographic map and have
 NE0878.an estimated accuracy of +/- 6 seconds.
 NE0878
 NE0878.The orthometric height was determined by differential leveling
 NE0878.and adjusted by the National Geodetic Survey in June 1991..
 NE0878
 NE0878.The geoid height was determined by GEOID03.
 NE0878
 NE0878.The dynamic height is computed by dividing the NAVD 88
 NE0878.geopotential number by the normal gravity value computed on the
 NE0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0878.degrees latitude (g = 980.6199 gals.).
 NE0878
 NE0878.The modeled gravity was interpolated from observed gravity values.
 NE0878
 NE0878;                    North         East    Units  Estimated Accuracy
 NE0878;SPC MI S     -    92,820.    4,106,290.      MT  (+/- 180 meters Scaled)
 NE0878
 NE0878                          SUPERSEDED SURVEY CONTROL
 NE0878
 NE0878  NGVD 29 (??/??/??)  182.463  (m)          598.63   (f) ADJUSTED    1 2
 NE0878
 NE0878.Superseded values are not recommended for survey control.
 NE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0878.See file dsdata.txt to determine how the superseded data were derived.
 NE0878
 NE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG288883(NAD 83)
 NE0878_MARKER: B = BOLT
 NE0878_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0878_SP_SET: WALL
 NE0878_STAMPING: GSC 159 F
 NE0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0878+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2002
 NE0878
 NE0878  HISTORY     - Date     Condition        Report By
 NE0878  HISTORY     - UNK      MONUMENTED       GSC
 NE0878  HISTORY     - 1980     GOOD             NGS
 NE0878  HISTORY     - 20020129 GOOD             WILCOX
 NE0878
 NE0878                          STATION DESCRIPTION
 NE0878
 NE0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0878'IN DETROIT.
 NE0878'IN DETROIT, 0.24 KILOMETER (0.15 MILE) SOUTH FROM THE JUNCTION
 NE0878'OF WEST VERNOR HIGHWAY AND 15 TH STREET, SET VERTICALLY IN THE
 NE0878'SOUTHEAST FACE OF THE AMTRAK RAILWAY STATION, 14.6 METERS (47.9
 NE0878'FEET) NORTH OF THE EAST ENTRANCE TO STATION, 0.4 METER (1.4 FEET)
 NE0878'ABOVE THE SIDEWALK.
 NE0878'THE MARK IS 0.4 M ABOVE SIDEWALK..
 NE0878
 NE0878                          STATION RECOVERY (2002)
 NE0878
 NE0878'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (JDG)
 NE0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0292 ***********************************************************************
 NF0292  DESIGNATION -  16
 NF0292  PID         -  NF0292
 NF0292  STATE/COUNTY-  MI/INGHAM
 NF0292  USGS QUAD   -  LANSING SOUTH (1973)
 NF0292
 NF0292                         *CURRENT SURVEY CONTROL
 NF0292  ___________________________________________________________________
 NF0292* NAD 83(1986)-  42 44 00.     (N)    084 30 26.     (W)     SCALED    
 NF0292* NAVD 88     -       258.12   (+/-2cm)     846.8    (feet)  VERTCON   
 NF0292  ___________________________________________________________________
 NF0292  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0292
 NF0292  VERT ORDER  -  ? (See Below)
 NF0292
 NF0292.The horizontal coordinates were scaled from a topographic map and have
 NF0292.an estimated accuracy of +/- 6 seconds.
 NF0292
 NF0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0292.The vertical order pertains to the NGVD 29 superseded value.
 NF0292
 NF0292.The geoid height was determined by GEOID03.
 NF0292
 NF0292;                    North         East    Units  Estimated Accuracy
 NF0292;SPC MI S     -   137,010.    3,988,490.      MT  (+/- 180 meters Scaled)
 NF0292
 NF0292                          SUPERSEDED SURVEY CONTROL
 NF0292
 NF0292  NGVD 29 (??/??/92)  258.255  (m)          847.29   (f) ADJ UNCH    ?  
 NF0292
 NF0292.Superseded values are not recommended for survey control.
 NF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0292.See file dsdata.txt to determine how the superseded data were derived.
 NF0292
 NF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN040342(NAD 83)
 NF0292_MARKER: B = BOLT
 NF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0292+STABILITY: SURFACE MOTION
 NF0292
 NF0292  HISTORY     - Date     Condition        Report By
 NF0292  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0292  HISTORY     - 1932     GOOD             MISCOL
 NF0292
 NF0292                          STATION DESCRIPTION
 NF0292
 NF0292'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0292'AT EAST LANSING.
 NF0292'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0292'CAMPUS, ON THE EAST SIDE OF MAIN DRIVE, AT THE JUNCTION OF THE
 NF0292'ROAD LEADING TO THE ATHLETIC FIELD, 55 FEET NORTH OF AN OLD
 NF0292'CULVERT WALL, 54.5 FEET EAST OF A BLAZED OAK TREE ON THE EDGE
 NF0292'OF A BANK, AND 36.9 FEET SOUTH OF AN IRON ELECTRIC LIGHT POLE.
 NF0292'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6802 ***********************************************************************
 AA6802  DESIGNATION -  16 1
 AA6802  PID         -  AA6802
 AA6802  STATE/COUNTY-  MI/WAYNE
 AA6802  USGS QUAD   -  CARLETON (1978)
 AA6802
 AA6802                         *CURRENT SURVEY CONTROL
 AA6802  ___________________________________________________________________
 AA6802* NAD 83(1994)-  42 06 56.03394(N)    083 29 35.73422(W)     ADJUSTED  
 AA6802* NAVD 88     -       201.1    (meters)     660.     (feet)  GPS OBS   
 AA6802  ___________________________________________________________________
 AA6802  X           -     536,969.984 (meters)                     COMP
 AA6802  Y           -  -4,708,000.663 (meters)                     COMP
 AA6802  Z           -   4,255,246.086 (meters)                     COMP
 AA6802  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AA6802  ELLIP HEIGHT-         166.53  (meters)          (07/12/02) GPS OBS
 AA6802  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA6802
 AA6802  HORZ ORDER  -  FIRST
 AA6802  ELLP ORDER  -  FOURTH    CLASS I
 AA6802
 AA6802.The horizontal coordinates were established by GPS observations
 AA6802.and adjusted by the National Geodetic Survey in February 1997..
 AA6802
 AA6802.The orthometric height was determined by GPS observations and a
 AA6802.high-resolution geoid model.
 AA6802
 AA6802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6802
 AA6802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6802
 AA6802.The ellipsoidal height was determined by GPS observations
 AA6802.and is referenced to NAD 83.
 AA6802
 AA6802.The geoid height was determined by GEOID03.
 AA6802
 AA6802;                    North         East     Units Scale Factor Converg.
 AA6802;SPC MI S     -    68,751.109 4,072,229.811   MT  0.99999635   +0 35 39.8
 AA6802;SPC MI S     -   225,561.38 13,360,334.03   iFT  0.99999635   +0 35 39.8
 AA6802;UTM  17      - 4,665,615.961   293,881.556   MT  1.00012279   -1 40 21.5
 AA6802
 AA6802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6802!SPC MI S     -   0.99997388  x   0.99999635  =   0.99997023
 AA6802!UTM  17      -   0.99997388  x   1.00012279  =   1.00009667
 AA6802
 AA6802                          SUPERSEDED SURVEY CONTROL
 AA6802
 AA6802  ELLIP H (02/03/97)  166.56   (m)                       GP(       ) 4 1
 AA6802  NAD 83(1986)-  42 06 56.04151(N)    083 29 35.76229(W) AD(       ) 1
 AA6802
 AA6802.Superseded values are not recommended for survey control.
 AA6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6802.See file dsdata.txt to determine how the superseded data were derived.
 AA6802
 AA6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9388265616(NAD 83)
 AA6802_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6802_STAMPING: 16-1 1994
 AA6802_MARK LOGO: MI-163
 AA6802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6802+STABILITY: SURFACE MOTION
 AA6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6802+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6802
 AA6802  HISTORY     - Date     Condition        Report By
 AA6802  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6802
 AA6802                          STATION DESCRIPTION
 AA6802
 AA6802'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6802'STATION IS LOCATED APPROXIMATELY 6.5 MILESSOUTH OF BELLEVILLE,
 AA6802'MICHIGAN ON WILLOW ROAD ABOUT 1/2 MILE WEST OF SUMPTER ROAD. TO REACH
 AA6802'FROM THE INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT
 AA6802'8), PROCEED WEST ON WILL CARLETON ROAD FOR 5.7  MILESTO SUMPTER ROAD,
 AA6802'THENCE GO NORTH ON SUMPTER FOR 2.0 MILESTO WILLOW ROAD, THENCE GO WEST
 AA6802'ON WILLOW ROAD FOR 0.65 MILESTO THE STATION ON THE LEFT AND BEING JUST
 AA6802'EAST OF THE DRIVEWAY TO HOUSE AT 47100 WILLOW. THE STATION IS A BRASS
 AA6802'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6802'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF WILLOW IS N 0 E,
 AA6802'30.5 FEET, CENTERLINE OF DRIVE TO HOUSE AT 47100 WILLOW IS N 90 W,
 AA6802'218.54 FEET,  A CENTERLINE OF CONCRETE DRIVE IS N 90 E, 59.1 FEET,  A
 AA6802'POLE  IS N 90 W, 77.29 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6805 ***********************************************************************
 AA6805  DESIGNATION -  16 2
 AA6805  PID         -  AA6805
 AA6805  STATE/COUNTY-  MI/WAYNE
 AA6805  USGS QUAD   -  MAYBEE (1967)
 AA6805
 AA6805                         *CURRENT SURVEY CONTROL
 AA6805  ___________________________________________________________________
 AA6805* NAD 83(1994)-  42 05 32.33933(N)    083 31 23.91848(W)     ADJUSTED  
 AA6805* NAVD 88     -       197.9    (meters)     649.     (feet)  GPS OBS   
 AA6805  ___________________________________________________________________
 AA6805  X           -     534,695.634 (meters)                     COMP
 AA6805  Y           -  -4,709,999.648 (meters)                     COMP
 AA6805  Z           -   4,253,327.946 (meters)                     COMP
 AA6805  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA6805  ELLIP HEIGHT-         163.28  (meters)          (07/12/02) GPS OBS
 AA6805  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 AA6805
 AA6805  HORZ ORDER  -  FIRST
 AA6805  ELLP ORDER  -  FOURTH    CLASS I
 AA6805
 AA6805.The horizontal coordinates were established by GPS observations
 AA6805.and adjusted by the National Geodetic Survey in February 1997..
 AA6805
 AA6805.The orthometric height was determined by GPS observations and a
 AA6805.high-resolution geoid model.
 AA6805
 AA6805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6805
 AA6805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6805
 AA6805.The ellipsoidal height was determined by GPS observations
 AA6805.and is referenced to NAD 83.
 AA6805
 AA6805.The geoid height was determined by GEOID03.
 AA6805
 AA6805;                    North         East     Units Scale Factor Converg.
 AA6805;SPC MI S     -    66,143.569 4,069,770.562   MT  1.00000183   +0 34 26.1
 AA6805;SPC MI S     -   217,006.46 13,352,265.62   iFT  1.00000183   +0 34 26.1
 AA6805;UTM  17      - 4,663,107.391   291,320.776   MT  1.00013586   -1 41 31.4
 AA6805
 AA6805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6805!SPC MI S     -   0.99997439  x   1.00000183  =   0.99997622
 AA6805!UTM  17      -   0.99997439  x   1.00013586  =   1.00011025
 AA6805
 AA6805                          SUPERSEDED SURVEY CONTROL
 AA6805
 AA6805  ELLIP H (02/03/97)  163.31   (m)                       GP(       ) 4 1
 AA6805  NAD 83(1986)-  42 05 32.34686(N)    083 31 23.94668(W) AD(       ) 1
 AA6805
 AA6805.Superseded values are not recommended for survey control.
 AA6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6805.See file dsdata.txt to determine how the superseded data were derived.
 AA6805
 AA6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9132163107(NAD 83)
 AA6805_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6805_STAMPING: 16-2 1994
 AA6805_MARK LOGO: MI-163
 AA6805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6805+STABILITY: SURFACE MOTION
 AA6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6805+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6805
 AA6805  HISTORY     - Date     Condition        Report By
 AA6805  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6805
 AA6805                          STATION DESCRIPTION
 AA6805
 AA6805'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6805'STATION IS LOCATED APPROXIMATELY 8.0 MILESSOUTH AND 2.0 MILESWEST OF
 AA6805'BELLEVILLE, MICHIGAN ON SHERWOOD ROAD ABOUT 1/2 MILE NORTH OF
 AA6805'OAKVILLE-WALTZ ROAD. TO REACH FROM THE INTERSECTION OF INTERSTATE
 AA6805'I-275 AND WILL CARLETON ROAD (EXIT 8), PROCEED WEST ON WILL CARLETON
 AA6805'ROAD FOR 7.9  MILES TO SHERWOOD ROAD, THENCE GO NORTH ON SHERWOOD FOR
 AA6805'.45 MILES TO THE STATION ON THE LEFT. THE MONUMENT IS NORTH OF THE
 AA6805'HOUSE AT 28715 SHERWOOD ROAD. THE STATION IS A BRASS "WAYNE COUNTY
 AA6805'REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6805'FLUSH WITH THE GROUND. CENTERLINE OF SHERWOOD IS N 90 E, 13.26 FEET,
 AA6805'THE NORTH WALL EXTENDED OF THE HOUSE AT 28715 SHERWOOD IS SOUTH 141.44
 AA6805'FEET,  A HYDRANT IS S 30 W, 58.01 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6798 ***********************************************************************
 AA6798  DESIGNATION -  16 3
 AA6798  PID         -  AA6798
 AA6798  STATE/COUNTY-  MI/WAYNE
 AA6798  USGS QUAD   -  MAYBEE (1967)
 AA6798
 AA6798                         *CURRENT SURVEY CONTROL
 AA6798  ___________________________________________________________________
 AA6798* NAD 83(1994)-  42 05 09.85946(N)    083 31 23.21929(W)     ADJUSTED  
 AA6798* NAVD 88     -       195.9    (meters)     643.     (feet)  GPS OBS   
 AA6798  ___________________________________________________________________
 AA6798  X           -     534,763.868 (meters)                     COMP
 AA6798  Y           -  -4,710,458.241 (meters)                     COMP
 AA6798  Z           -   4,252,811.805 (meters)                     COMP
 AA6798  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AA6798  ELLIP HEIGHT-         161.18  (meters)          (07/12/02) GPS OBS
 AA6798  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 AA6798
 AA6798  HORZ ORDER  -  FIRST
 AA6798  ELLP ORDER  -  FOURTH    CLASS I
 AA6798
 AA6798.The horizontal coordinates were established by GPS observations
 AA6798.and adjusted by the National Geodetic Survey in February 1997..
 AA6798
 AA6798.The orthometric height was determined by GPS observations and a
 AA6798.high-resolution geoid model.
 AA6798
 AA6798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6798
 AA6798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6798
 AA6798.The ellipsoidal height was determined by GPS observations
 AA6798.and is referenced to NAD 83.
 AA6798
 AA6798.The geoid height was determined by GEOID03.
 AA6798
 AA6798;                    North         East     Units Scale Factor Converg.
 AA6798;SPC MI S     -    65,450.165 4,069,793.579   MT  1.00000333   +0 34 26.6
 AA6798;SPC MI S     -   214,731.51 13,352,341.14   iFT  1.00000333   +0 34 26.6
 AA6798;UTM  17      - 4,662,413.527   291,316.359   MT  1.00013588   -1 41 30.2
 AA6798
 AA6798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6798!SPC MI S     -   0.99997472  x   1.00000333  =   0.99997805
 AA6798!UTM  17      -   0.99997472  x   1.00013588  =   1.00011060
 AA6798
 AA6798                          SUPERSEDED SURVEY CONTROL
 AA6798
 AA6798  ELLIP H (02/03/97)  161.21   (m)                       GP(       ) 4 1
 AA6798  NAD 83(1986)-  42 05 09.86698(N)    083 31 23.24748(W) AD(       ) 1
 AA6798
 AA6798.Superseded values are not recommended for survey control.
 AA6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6798.See file dsdata.txt to determine how the superseded data were derived.
 AA6798
 AA6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9131662414(NAD 83)
 AA6798_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6798_STAMPING: 16-3 1994
 AA6798_MARK LOGO: MI-163
 AA6798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6798+STABILITY: SURFACE MOTION
 AA6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6798+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6798
 AA6798  HISTORY     - Date     Condition        Report By
 AA6798  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6798
 AA6798                          STATION DESCRIPTION
 AA6798
 AA6798'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6798'STATION IS LOCATED APPROXIMATELY 8.0 MILESSOUTH AND 2.0 MILESWEST OF
 AA6798'BELLEVILLE, MICHIGAN ON SHERWOOD ROAD AT OAKVILLE-WALTZ ROAD. TO REACH
 AA6798'FROM THE INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT
 AA6798'8), PROCEED WEST ON WILL CARLETON ROAD FOR 7.9  MILES TO SHERWOOD ROAD
 AA6798'AND THE STATION IN THE NORTHWEST QUADRANT. THE STATION IS A BRASS
 AA6798'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6798'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF SHERWOOD IS N 90 E,
 AA6798'13.44 FEET, CENTERLINE OF OAKVILLE-WALTZ IS S 0 W, 63.49 FEET,  A
 AA6798'HYDRANT IS N 40 W, 51.18 FEET,  A POLE IS N 80 E, 38.70 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6799 ***********************************************************************
 AA6799  DESIGNATION -  16 4
 AA6799  PID         -  AA6799
 AA6799  STATE/COUNTY-  MI/WAYNE
 AA6799  USGS QUAD   -  CARLETON (1978)
 AA6799
 AA6799                         *CURRENT SURVEY CONTROL
 AA6799  ___________________________________________________________________
 AA6799* NAD 83(1994)-  42 05 38.62411(N)    083 25 15.56038(W)     ADJUSTED  
 AA6799* NAVD 88     -       189.9    (meters)     623.     (feet)  GPS OBS   
 AA6799  ___________________________________________________________________
 AA6799  X           -     543,090.550 (meters)                     COMP
 AA6799  Y           -  -4,708,902.146 (meters)                     COMP
 AA6799  Z           -   4,253,466.414 (meters)                     COMP
 AA6799  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA6799  ELLIP HEIGHT-         155.18  (meters)          (07/12/02) GPS OBS
 AA6799  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA6799
 AA6799  HORZ ORDER  -  FIRST
 AA6799  ELLP ORDER  -  FOURTH    CLASS I
 AA6799
 AA6799.The horizontal coordinates were established by GPS observations
 AA6799.and adjusted by the National Geodetic Survey in February 1997..
 AA6799
 AA6799.The orthometric height was determined by GPS observations and a
 AA6799.high-resolution geoid model.
 AA6799
 AA6799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6799
 AA6799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6799
 AA6799.The ellipsoidal height was determined by GPS observations
 AA6799.and is referenced to NAD 83.
 AA6799
 AA6799.The geoid height was determined by GEOID03.
 AA6799
 AA6799;                    North         East     Units Scale Factor Converg.
 AA6799;SPC MI S     -    66,427.406 4,078,233.088   MT  1.00000141   +0 38 36.8
 AA6799;SPC MI S     -   217,937.68 13,380,029.82   iFT  1.00000141   +0 38 36.8
 AA6799;UTM  17      - 4,663,056.329   299,788.861   MT  1.00009325   -1 37 24.4
 AA6799
 AA6799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6799!SPC MI S     -   0.99997566  x   1.00000141  =   0.99997707
 AA6799!UTM  17      -   0.99997566  x   1.00009325  =   1.00006891
 AA6799
 AA6799                          SUPERSEDED SURVEY CONTROL
 AA6799
 AA6799  ELLIP H (02/03/97)  155.22   (m)                       GP(       ) 4 1
 AA6799  NAD 83(1986)-  42 05 38.63172(N)    083 25 15.58898(W) AD(       ) 1
 AA6799
 AA6799.Superseded values are not recommended for survey control.
 AA6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6799.See file dsdata.txt to determine how the superseded data were derived.
 AA6799
 AA6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9978963056(NAD 83)
 AA6799_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6799_STAMPING: 16-4 1994
 AA6799_MARK LOGO: MI-163
 AA6799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6799+STABILITY: SURFACE MOTION
 AA6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6799+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2003
 AA6799
 AA6799  HISTORY     - Date     Condition        Report By
 AA6799  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6799  HISTORY     - 20011212 GOOD             INDIV
 AA6799  HISTORY     - 20030402 GOOD             INDIV
 AA6799
 AA6799                          STATION DESCRIPTION
 AA6799
 AA6799'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6799'STATION IS LOCATED APPROXIMATELY 8.0 MILESSOUTH AND 3.0 MILESEAST OF
 AA6799'BELLEVILLE, MICHIGAN ON CLARKK ROAD JUST NORTH OF OAKVILLE-WALTZ ROAD.
 AA6799'TO REACH FROM THE INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON
 AA6799'ROAD (EXIT 8), PROCEED WEST ON WILL CARLETON ROAD FOR 2.25 MILES TO
 AA6799'CLARK ROAD AND THE STATION ON THE WEST SIDE OF CLARK ROAD AND JUST
 AA6799'NORTH OF A CONCRETE DRIVE ENTRANCE TO A LANDFILL. THE STATION IS A
 AA6799'BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER
 AA6799'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF CLARK IS N
 AA6799'90 E, 62.88 FEET, CENTERLINE OF CONCRETE DRIVE IS S 0 W, 182.95 FEET,
 AA6799'CENTERLINE OF A GRAVEL DRIVE IS N 0 W, 34.56 FEET, A FENCE POST IS N
 AA6799'70 W, 98.03 FEET.
 AA6799
 AA6799                          STATION RECOVERY (2001)
 AA6799
 AA6799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6799'RECOVERED IN GOOD CONDITION.
 AA6799
 AA6799                          STATION RECOVERY (2003)
 AA6799
 AA6799'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0318 ***********************************************************************
 MC0318  DESIGNATION -  16 C OF M
 MC0318  PID         -  MC0318
 MC0318  STATE/COUNTY-  MI/MONROE
 MC0318  USGS QUAD   -  MONROE (1979)
 MC0318
 MC0318                         *CURRENT SURVEY CONTROL
 MC0318  ___________________________________________________________________
 MC0318* NAD 83(1986)-  41 55 27.     (N)    083 24 52.     (W)     SCALED    
 MC0318* NAVD 88     -       181.215  (meters)     594.54   (feet)  ADJUSTED  
 MC0318  ___________________________________________________________________
 MC0318  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC0318  DYNAMIC HT  -         181.150 (meters)     594.32  (feet)  COMP
 MC0318  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 MC0318
 MC0318  VERT ORDER  -  FIRST     CLASS II
 MC0318
 MC0318.The horizontal coordinates were scaled from a topographic map and have
 MC0318.an estimated accuracy of +/- 6 seconds.
 MC0318
 MC0318.The orthometric height was determined by differential leveling
 MC0318.and adjusted by the National Geodetic Survey in June 1991..
 MC0318
 MC0318.The geoid height was determined by GEOID03.
 MC0318
 MC0318.The dynamic height is computed by dividing the NAVD 88
 MC0318.geopotential number by the normal gravity value computed on the
 MC0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0318.degrees latitude (g = 980.6199 gals.).
 MC0318
 MC0318.The modeled gravity was interpolated from observed gravity values.
 MC0318
 MC0318;                    North         East    Units  Estimated Accuracy
 MC0318;SPC MI S     -    47,560.    4,078,990.      MT  (+/- 180 meters Scaled)
 MC0318
 MC0318                          SUPERSEDED SURVEY CONTROL
 MC0318
 MC0318  NGVD 29 (??/??/92)  181.383  (m)          595.09   (f) ADJ UNCH    1 2
 MC0318
 MC0318.Superseded values are not recommended for survey control.
 MC0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0318.See file dsdata.txt to determine how the superseded data were derived.
 MC0318
 MC0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG997441(NAD 83)
 MC0318_MARKER: Z = SEE DESCRIPTION
 MC0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0318_SP_SET: OVERPASS
 MC0318_STAMPING: 16 595.51
 MC0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0318
 MC0318  HISTORY     - Date     Condition        Report By
 MC0318  HISTORY     - UNK      MONUMENTED       MI3320
 MC0318  HISTORY     - 1968     GOOD             NGS
 MC0318  HISTORY     - 20010409 MARK NOT FOUND   LOCSUR
 MC0318
 MC0318                          STATION DESCRIPTION
 MC0318
 MC0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0318'AT MONROE.
 MC0318'AT MONROE, ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE
 MC0318'POST OFFICE BUILDING, THENCE 1.05 MILES WEST ALONG ELM STREET,
 MC0318'SET VERTICALLY IN THE SOUTH FACE OF THE EAST END OF THE U.S.
 MC0318'HIGHWAY 24 (TELEGRAPH ROAD) OVERPASS OVER ELM STREET, 11 1/2 FEET
 MC0318'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF ELM STREET,
 MC0318'1.1 FEET WEST OF THE EAST END OF THE ABUTMENT, 4.3 FEET ABOVE
 MC0318'THE LEVEL OF THE GROUND AND 4 FEET ABOVE THE LEVEL OF THE STREET.
 MC0318
 MC0318                          STATION RECOVERY (2001)
 MC0318
 MC0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 MC0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1251 ***********************************************************************
 RJ1251  DESIGNATION -  16 R C4W 110
 RJ1251  PID         -  RJ1251
 RJ1251  STATE/COUNTY-  MI/CHIPPEWA
 RJ1251  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1251
 RJ1251                         *CURRENT SURVEY CONTROL
 RJ1251  ___________________________________________________________________
 RJ1251* NAD 83(1994)-  46 24 40.67887(N)    084 13 58.79709(W)     ADJUSTED  
 RJ1251* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 RJ1251  ___________________________________________________________________
 RJ1251  X           -     442,670.823 (meters)                     COMP
 RJ1251  Y           -  -4,383,120.605 (meters)                     COMP
 RJ1251  Z           -   4,596,990.708 (meters)                     COMP
 RJ1251  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 RJ1251  ELLIP HEIGHT-         142.18  (meters)          (02/03/97) GPS OBS
 RJ1251  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ1251
 RJ1251  HORZ ORDER  -  FIRST
 RJ1251  ELLP ORDER  -  FOURTH    CLASS I
 RJ1251
 RJ1251.The horizontal coordinates were established by GPS observations
 RJ1251.and adjusted by the National Geodetic Survey in February 1997..
 RJ1251
 RJ1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1251
 RJ1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1251
 RJ1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1251
 RJ1251.The ellipsoidal height was determined by GPS observations
 RJ1251.and is referenced to NAD 83.
 RJ1251
 RJ1251.The geoid height was determined by GEOID03.
 RJ1251
 RJ1251;                    North         East     Units Scale Factor Converg.
 RJ1251;SPC MI N     -   184,651.493 8,212,683.950   MT  0.99990525   +1 59 59.9
 RJ1251;SPC MI N     -   605,811.98 26,944,501.15   iFT  0.99990525   +1 59 59.9
 RJ1251;UTM  16      - 5,143,468.085   712,658.231   MT  1.00015593   +2 00 17.7
 RJ1251
 RJ1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1251!SPC MI N     -   0.99997771  x   0.99990525  =   0.99988296
 RJ1251!UTM  16      -   0.99997771  x   1.00015593  =   1.00013364
 RJ1251
 RJ1251                          SUPERSEDED SURVEY CONTROL
 RJ1251
 RJ1251  NAD 83(1986)-  46 24 40.67065(N)    084 13 58.79538(W) AD(       ) 1
 RJ1251  NGVD 29 (05/22/90)  178.6    (m)          586.     (f) GPS OBS        
 RJ1251
 RJ1251.Superseded values are not recommended for survey control.
 RJ1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1251.See file dsdata.txt to determine how the superseded data were derived.
 RJ1251
 RJ1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1265843468(NAD 83)
 RJ1251_MARKER: DS = TRIANGULATION STATION DISK
 RJ1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1251+STABILITY: SURFACE MOTION
 RJ1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1251+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1251
 RJ1251  HISTORY     - Date     Condition        Report By
 RJ1251  HISTORY     - 1987     MONUMENTED       NOS
 RJ1251  HISTORY     - 1988     GOOD             USE
 RJ1251  HISTORY     - 20001010 GOOD             WOOLPT
 RJ1251
 RJ1251                          STATION DESCRIPTION
 RJ1251
 RJ1251'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1251'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTHEAST
 RJ1251'FROM THE FERRY LANDING TO SUGAR ISLAND ON THE ST MARYS RIVER
 RJ1251'SOUTHEAST FROM THE TOWN OF SAULT STE MARIE, MICHIGAN ON THE WESTERN
 RJ1251'SHORELINE OF SUGAR ISLAND.
 RJ1251'
 RJ1251'TO REACH THE STATION BY BOAT GO SOUTHEAST FROM THE FERRY LANDING
 RJ1251'TO SUGAR ISLAND FOR 6.0 NAUTICAL MILES TO THE WESTERN SIDE OF SUGAR
 RJ1251'ISLAND AND THE STATION UNDER A CORPS OF ENGINEERS TRIPOD.
 RJ1251'
 RJ1251'THE STATION IS A BRONZE DISK SET INTO CONCRETE FLUSH WITH THE
 RJ1251'EXISTING GROUND.  THE STATION IS LOCATED IN A RELATIVELY CLEAR AREA
 RJ1251'WITH HOMES NEARBY.
 RJ1251'
 RJ1251'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1251'
 RJ1251'DESCRIBED BY R DECROIX.
 RJ1251
 RJ1251                          STATION RECOVERY (1988)
 RJ1251
 RJ1251'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ1251'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHEAST OF SAULT STE
 RJ1251'MARIE, 34.9 KM (21.7 MI) NORTHEAST OF RUDYARD, 52.9 KM (32.9 MI)
 RJ1251'NORTH-NORTHWEST OF DETOUR VILLAGE, ON SUGAR ISLAND IN PART OF GOVT
 RJ1251'LOT 3, SEC 6, T46N-R2E.
 RJ1251'OWNERSHIP---QUENTIN A. AND SHIZUE CALVERT
 RJ1251'
 RJ1251'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1251'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1251'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1251'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1251'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1251'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1251'BOAT ACCESS AREA. TRAVEL BY BOAT UPRIVER FOR 15 MINUTES TO THE WEST
 RJ1251'SHORE OF SUGAR ISLAND WHERE THE STATION IS LOCATED.
 RJ1251'
 RJ1251'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---16R---, THAT
 RJ1251'APPEARS AS 16A, SET INTO A ROUND CONCRETE MONUMENT FLUSH WITH THE
 RJ1251'GROUND, LOCATED 32 METERS (105 FT) FROM WATER, 20.4 METERS (67 FT)
 RJ1251'FROM BEIGE CABIN.
 RJ1251'
 RJ1251'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1251
 RJ1251                          STATION RECOVERY (2000)
 RJ1251
 RJ1251'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5063 ***********************************************************************
 AA5063  DESIGNATION -  16 WPM
 AA5063  PID         -  AA5063
 AA5063  STATE/COUNTY-  MI/LAKE
 AA5063  USGS QUAD   -  REED CITY NORTH (1987)
 AA5063
 AA5063                         *CURRENT SURVEY CONTROL
 AA5063  ___________________________________________________________________
 AA5063* NAD 83(1986)-  43 53 15.     (N)    085 36 04.     (W)     SCALED    
 AA5063* NAVD 88     -       368.011  (meters)    1207.38   (feet)  ADJUSTED  
 AA5063  ___________________________________________________________________
 AA5063  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AA5063  DYNAMIC HT  -         367.952 (meters)    1207.19  (feet)  COMP
 AA5063  MODELED GRAV-     980,448.3   (mgal)                       NAVD 88
 AA5063
 AA5063  VERT ORDER  -  FIRST     CLASS II
 AA5063
 AA5063.The horizontal coordinates were scaled from a topographic map and have
 AA5063.an estimated accuracy of +/- 6 seconds.
 AA5063
 AA5063.The orthometric height was determined by differential leveling
 AA5063.and adjusted by the National Geodetic Survey in January 2002..
 AA5063
 AA5063.The geoid height was determined by GEOID03.
 AA5063
 AA5063.The dynamic height is computed by dividing the NAVD 88
 AA5063.geopotential number by the normal gravity value computed on the
 AA5063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5063.degrees latitude (g = 980.6199 gals.).
 AA5063
 AA5063.The modeled gravity was interpolated from observed gravity values.
 AA5063
 AA5063;                    North         East    Units  Estimated Accuracy
 AA5063;SPC MI C     -    64,190.    5,900,800.      MT  (+/- 180 meters Scaled)
 AA5063
 AA5063                          SUPERSEDED SURVEY CONTROL
 AA5063
 AA5063.No superseded survey control is available for this station.
 AA5063
 AA5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP123603(NAD 83)
 AA5063_MARKER: DB = BENCH MARK DISK
 AA5063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5063_STAMPING: 16 WPM 1956 1207
 AA5063_MARK LOGO: USGS  
 AA5063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5063+STABILITY: SURFACE MOTION
 AA5063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5063+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5063
 AA5063  HISTORY     - Date     Condition        Report By
 AA5063  HISTORY     - 1956     MONUMENTED       USGS
 AA5063  HISTORY     - 19921110 GOOD             NGS
 AA5063  HISTORY     - 20031010 GOOD             USPSQD
 AA5063
 AA5063                          STATION DESCRIPTION
 AA5063
 AA5063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5063'5.9 M (19.4 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5063'U.S. HIGHWAY 131 IN REED CITY, 87.8 M (288.1 FT) EAST OF THE CENTER OF
 AA5063'HAWKINS ROAD, 27.9 M (91.5 FT) EAST OF A RIGHT-OF-WAY MARKER, 22.4 M
 AA5063'(73.5 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY CENTERLINE, 21.6 M (70.9
 AA5063'FT) WEST OF THE CENTER OF A DRIVEWAY, 3.5 M (11.5 FT) WEST OF A
 AA5063'BOUNDARY MONUMENT, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AA5063
 AA5063                          STATION RECOVERY (2003)
 AA5063
 AA5063'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVR)
 AA5063'DESCRIPTION IS LISTED AS 5.9 M (19.4 FT)WESTERLY ALONG U.S. HIGHWAY 10
 AA5063'FROM THE JUNCTION OF U.S. HIGHWAY 131 IN REED CITY.
 AA5063'DESCRIPTION WRONG, SHOULD BE 5.9 MI WESTERLY ALONG U.S. HIGHWAY 10
 AA5063'FROM THE JUNCTION OF U.S. 131 IN REED CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6831 ***********************************************************************
 AA6831  DESIGNATION -  160 80
 AA6831  PID         -  AA6831
 AA6831  STATE/COUNTY-  MI/WAYNE
 AA6831  USGS QUAD   -  DEARBORN (1983)
 AA6831
 AA6831                         *CURRENT SURVEY CONTROL
 AA6831  ___________________________________________________________________
 AA6831* NAD 83(1994)-  42 19 44.24635(N)    083 14 05.75880(W)     ADJUSTED  
 AA6831* NAVD 88     -       189.1    (meters)     620.     (feet)  GPS OBS   
 AA6831  ___________________________________________________________________
 AA6831  X           -     556,313.725 (meters)                     COMP
 AA6831  Y           -  -4,689,704.995 (meters)                     COMP
 AA6831  Z           -   4,272,791.807 (meters)                     COMP
 AA6831  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AA6831  ELLIP HEIGHT-         154.78  (meters)          (07/12/02) GPS OBS
 AA6831  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AA6831
 AA6831  HORZ ORDER  -  FIRST
 AA6831  ELLP ORDER  -  FOURTH    CLASS I
 AA6831
 AA6831.The horizontal coordinates were established by GPS observations
 AA6831.and adjusted by the National Geodetic Survey in February 1997..
 AA6831
 AA6831.The orthometric height was determined by GPS observations and a
 AA6831.high-resolution geoid model.
 AA6831
 AA6831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6831
 AA6831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6831
 AA6831.The ellipsoidal height was determined by GPS observations
 AA6831.and is referenced to NAD 83.
 AA6831
 AA6831.The geoid height was determined by GEOID03.
 AA6831
 AA6831;                    North         East     Units Scale Factor Converg.
 AA6831;SPC MI S     -    92,705.850 4,093,273.386   MT  0.99995366   +0 46 12.6
 AA6831;SPC MI S     -   304,153.05 13,429,374.63   iFT  0.99995366   +0 46 12.6
 AA6831;UTM  17      - 4,688,720.053   315,860.092   MT  1.00001721   -1 30 19.4
 AA6831
 AA6831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6831!SPC MI S     -   0.99997573  x   0.99995366  =   0.99992939
 AA6831!UTM  17      -   0.99997573  x   1.00001721  =   0.99999294
 AA6831
 AA6831                          SUPERSEDED SURVEY CONTROL
 AA6831
 AA6831  ELLIP H (02/03/97)  154.83   (m)                       GP(       ) 4 1
 AA6831  NAD 83(1986)-  42 19 44.25166(N)    083 14 05.78845(W) AD(       ) 1
 AA6831
 AA6831.Superseded values are not recommended for survey control.
 AA6831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6831.See file dsdata.txt to determine how the superseded data were derived.
 AA6831
 AA6831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1586088720(NAD 83)
 AA6831_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6831_STAMPING: 160-80 1960
 AA6831_MARK LOGO: MI-163
 AA6831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6831+STABILITY: SURFACE MOTION
 AA6831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6831+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 AA6831
 AA6831  HISTORY     - Date     Condition        Report By
 AA6831  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6831  HISTORY     - 20030109 GOOD             INDIV
 AA6831
 AA6831                          STATION DESCRIPTION
 AA6831
 AA6831'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6831'STATION IS LOCATED IN DEARBORN, MICHIGAN ON EVERGREEN ROAD AT THE
 AA6831'BRIDGE OVER M-153 (FORD EXPRESSWAY)TO REACH FROM THE INTERSECTION OF
 AA6831'M-153 (FORD ROAD) AND EVERGREEN ROAD PROCEED TO THE NORTHWEST CORNER
 AA6831'OF THE BRIDGE OVER M-153 AND THE STATION IN THE NORTHWEST END OF THE
 AA6831'BRIDGE. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6831'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE CONCRETE
 AA6831'SIDEWALK.  THE MONUMENT IS 2.0 FEETSOUTH OF THE NORTH END OF THE
 AA6831'BRIDGE,  THE WEST CURB OF SOUTHBOUND EVERGREEN ROAD IS N 90 E, 6.0
 AA6831'FEET.
 AA6831
 AA6831                          STATION RECOVERY (2003)
 AA6831
 AA6831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AA6831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5405 ***********************************************************************
 AA5405  DESIGNATION -  16062
 AA5405  PID         -  AA5405
 AA5405  STATE/COUNTY-  MI/OAKLAND
 AA5405  USGS QUAD   -  KENT LAKE (1983)
 AA5405
 AA5405                         *CURRENT SURVEY CONTROL
 AA5405  ___________________________________________________________________
 AA5405* NAD 83(1994)-  42 36 25.42955(N)    083 39 37.75553(W)     ADJUSTED  
 AA5405* NAVD 88     -       308.9    (meters)    1013.     (feet)  GPS OBS   
 AA5405  ___________________________________________________________________
 AA5405  X           -     519,173.320 (meters)                     COMP
 AA5405  Y           -  -4,673,064.738 (meters)                     COMP
 AA5405  Z           -   4,295,662.163 (meters)                     COMP
 AA5405  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 AA5405  ELLIP HEIGHT-         275.42  (meters)          (07/12/02) GPS OBS
 AA5405  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AA5405
 AA5405  HORZ ORDER  -  FIRST
 AA5405  ELLP ORDER  -  FOURTH    CLASS I
 AA5405
 AA5405.The horizontal coordinates were established by GPS observations
 AA5405.and adjusted by the National Geodetic Survey in February 1997..
 AA5405
 AA5405.The orthometric height was determined by GPS observations and a
 AA5405.high-resolution geoid model.
 AA5405
 AA5405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5405
 AA5405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5405
 AA5405.The ellipsoidal height was determined by GPS observations
 AA5405.and is referenced to NAD 83.
 AA5405
 AA5405.The geoid height was determined by GEOID03.
 AA5405
 AA5405;                    North         East     Units Scale Factor Converg.
 AA5405;SPC MI S     -   123,212.638 4,057,942.689   MT  0.99991858   +0 28 50.1
 AA5405;SPC MI S     -   404,240.94 13,313,460.27   iFT  0.99991858   +0 28 50.1
 AA5405;UTM  17      - 4,720,612.746   281,764.669   MT  1.00018600   -1 48 06.4
 AA5405
 AA5405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5405!SPC MI S     -   0.99995681  x   0.99991858  =   0.99987539
 AA5405!UTM  17      -   0.99995681  x   1.00018600  =   1.00014280
 AA5405
 AA5405                          SUPERSEDED SURVEY CONTROL
 AA5405
 AA5405  ELLIP H (02/03/97)  275.46   (m)                       GP(       ) 4 1
 AA5405  NAD 83(1986)-  42 36 25.43339(N)    083 39 37.78466(W) AD(       ) 1
 AA5405
 AA5405.Superseded values are not recommended for survey control.
 AA5405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5405.See file dsdata.txt to determine how the superseded data were derived.
 AA5405
 AA5405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8176520613(NAD 83)
 AA5405_MARKER: A = ALUMINUM MARKER
 AA5405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5405_STAMPING: 16062
 AA5405_MARK LOGO: WADTRI
 AA5405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5405+STABILITY: SURFACE MOTION
 AA5405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5405+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5405
 AA5405  HISTORY     - Date     Condition        Report By
 AA5405  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5405  HISTORY     - 20010315 GOOD             INDIV
 AA5405  HISTORY     - 20020601 GOOD             INDIV
 AA5405  HISTORY     - 20060113 GOOD             INDIV
 AA5405
 AA5405                          STATION DESCRIPTION
 AA5405
 AA5405'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5405'INTERSTATE 96 TO EXIT 153 (KENT LAKE ROAD EXIT), THENCE NORTH 2.8
 AA5405'MILES (4.5 KM) ALONG HURON RIVER PARKWAY TO BUNO ROAD, THENCE WEST
 AA5405'ALONG BUNO ROAD 1.6 MILES (2.6 KM) TO HICKORY RIDGE TRAIL, THENCE
 AA5405'NORTH 4.1 MILES (6.6 KM) ALONG HICKORY RIDGE TRAIL TO THE MONUMENT ON
 AA5405'THE WEST SIDE OF HICKORY RIDGE TRAIL.  THE MONUMENT IS AT THE
 AA5405'NORTHEAST YARD OF HOUSE 1907, 106.1 FEET (32.3 M) EAST OF CORNER OF
 AA5405'BRICK HOUSE 1907, 39 FEET (11.9 M) WEST OF CENTERLINE OF HICKORY RIDGE
 AA5405'TRAIL, 26.5 FEET (8.1 M) SOUTH SOUTHWEST OF A POWER POLE, 97 FEET
 AA5405'(29.6 M) WEST NORTHWEST OF POWER POLE, 26.5 FEET (8.1 M) SOUTH OF
 AA5405'CENTERLINE OF HONEYWELL LAKE ROAD, AND 3 FEET (0.9 M) HIGHER THAN
 AA5405'HICKORY RIDGE TRAIL.
 AA5405
 AA5405                          STATION RECOVERY (2001)
 AA5405
 AA5405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JCK)
 AA5405'RECOVERED IN GOOD CONDITION.
 AA5405
 AA5405                          STATION RECOVERY (2002)
 AA5405
 AA5405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5405'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5405'FOUND THIS CORNER TO BE GOOD.
 AA5405
 AA5405                          STATION RECOVERY (2006)
 AA5405
 AA5405'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0022 ***********************************************************************
 RJ0022  DESIGNATION -  1627
 RJ0022  PID         -  RJ0022
 RJ0022  STATE/COUNTY-  MI/CHIPPEWA
 RJ0022  USGS QUAD   -  BARBEAU (1975)
 RJ0022
 RJ0022                         *CURRENT SURVEY CONTROL
 RJ0022  ___________________________________________________________________
 RJ0022* NAD 83(1986)-  46 30 50.     (N)    084 21 02.     (W)     SCALED    
 RJ0022* NAVD 88     -       184.720  (meters)     606.04   (feet)  ADJUSTED  
 RJ0022  ___________________________________________________________________
 RJ0022  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0022  DYNAMIC HT  -         184.731 (meters)     606.07  (feet)  COMP
 RJ0022  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RJ0022
 RJ0022  VERT ORDER  -  FIRST     CLASS 0
 RJ0022
 RJ0022.The horizontal coordinates were scaled from a topographic map and have
 RJ0022.an estimated accuracy of +/- 6 seconds.
 RJ0022
 RJ0022.The orthometric height was determined by differential leveling
 RJ0022.and adjusted by the National Geodetic Survey in June 1991..
 RJ0022
 RJ0022.The geoid height was determined by GEOID03.
 RJ0022
 RJ0022.The dynamic height is computed by dividing the NAVD 88
 RJ0022.geopotential number by the normal gravity value computed on the
 RJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0022.degrees latitude (g = 980.6199 gals.).
 RJ0022
 RJ0022.The modeled gravity was interpolated from observed gravity values.
 RJ0022
 RJ0022;                    North         East    Units  Estimated Accuracy
 RJ0022;SPC MI N     -   195,740.    8,203,270.      MT  (+/- 180 meters Scaled)
 RJ0022
 RJ0022                          SUPERSEDED SURVEY CONTROL
 RJ0022
 RJ0022.No superseded survey control is available for this station.
 RJ0022
 RJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS032545(NAD 83)
 RJ0022_MARKER: Z = SEE DESCRIPTION
 RJ0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0022_SP_SET: PIER
 RJ0022_MARK LOGO: GSC   
 RJ0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0022
 RJ0022  HISTORY     - Date     Condition        Report By
 RJ0022  HISTORY     - UNK      MONUMENTED       GSC
 RJ0022  HISTORY     - 1972     GOOD             USLS
 RJ0022  HISTORY     - 1983     GOOD             NGS
 RJ0022
 RJ0022                          STATION DESCRIPTION
 RJ0022
 RJ0022'DESCRIBED BY US LAKE SURVEY 1972
 RJ0022'AT SAULT STE MARIE.
 RJ0022'FUNDAMENTAL BENCH MARK, ON CANAL RESERVE, 122 FEET NORTH OF NORTH
 RJ0022'SIDE OF CANADIAN SHIP CANAL, 317 FEET WEST OF EAST LOCK GATE AND 15
 RJ0022'FEET NORTHWEST OF NORTHWEST CORNER OF CANAL OFFICE.  TABLET IN
 RJ0022'TOP OF PIER.
 RJ0022
 RJ0022                          STATION RECOVERY (1983)
 RJ0022
 RJ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0022'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT THE SAULT
 RJ0022'STE. MARIE CANADIAN LOCK, ON CANAL RESERVE, AT THE NORTHWEST CORNER OF
 RJ0022'THE CANAL MAIN OFFICE BUILDING, 37.2 METERS (122.0 FT) NORTH OF NORTH
 RJ0022'SIDE OF CANADIAN SHIP CANAL, 96.6 METERS (317.0 FT) WEST OF EAST LOCK
 RJ0022'GATE OF CANAL, 4.6 METERS (15.0 FT) NORTHWEST OF NORTHWEST CORNER OF
 RJ0022'CANAL OFFICE BUILDING.
 RJ0022'THE MARK IS 0.55 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0365 ***********************************************************************
 NE0365  DESIGNATION -  17
 NE0365  PID         -  NE0365
 NE0365  STATE/COUNTY-  MI/OAKLAND
 NE0365  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0365
 NE0365                         *CURRENT SURVEY CONTROL
 NE0365  ___________________________________________________________________
 NE0365* NAD 83(1986)-  42 37 48.     (N)    083 17 47.     (W)     SCALED    
 NE0365* NAVD 88     -       281.657  (meters)     924.07   (feet)  ADJUSTED  
 NE0365  ___________________________________________________________________
 NE0365  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NE0365  DYNAMIC HT  -         281.573 (meters)     923.79  (feet)  COMP
 NE0365  MODELED GRAV-     980,316.5   (mgal)                       NAVD 88
 NE0365
 NE0365  VERT ORDER  -  SECOND    CLASS 0
 NE0365
 NE0365.The horizontal coordinates were scaled from a topographic map and have
 NE0365.an estimated accuracy of +/- 6 seconds.
 NE0365
 NE0365.The orthometric height was determined by differential leveling
 NE0365.and adjusted by the National Geodetic Survey in June 1991..
 NE0365
 NE0365.The geoid height was determined by GEOID03.
 NE0365
 NE0365.The dynamic height is computed by dividing the NAVD 88
 NE0365.geopotential number by the normal gravity value computed on the
 NE0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0365.degrees latitude (g = 980.6199 gals.).
 NE0365
 NE0365.The modeled gravity was interpolated from observed gravity values.
 NE0365
 NE0365;                    North         East    Units  Estimated Accuracy
 NE0365;SPC MI S     -   126,080.    4,087,780.      MT  (+/- 180 meters Scaled)
 NE0365
 NE0365                          SUPERSEDED SURVEY CONTROL
 NE0365
 NE0365  NGVD 29 (??/??/92)  281.778  (m)          924.47   (f) ADJ UNCH    2 0
 NE0365
 NE0365.Superseded values are not recommended for survey control.
 NE0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0365.See file dsdata.txt to determine how the superseded data were derived.
 NE0365
 NE0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH117222(NAD 83)
 NE0365_MARKER: DD = SURVEY DISK
 NE0365_SETTING: 0 = UNSPECIFIED SETTING
 NE0365_STAMPING: 17
 NE0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0365
 NE0365  HISTORY     - Date     Condition        Report By
 NE0365  HISTORY     - UNK      MONUMENTED       MI4020
 NE0365  HISTORY     - 1934     GOOD             NGS
 NE0365  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 NE0365  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE0365
 NE0365                          STATION DESCRIPTION
 NE0365
 NE0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0365'AT PONTIAC.
 NE0365'AT PONTIAC, OAKLAND COUNTY, 17 YARDS WEST OF THE INTERSECTION
 NE0365'OF THE NORTH RAIL OF THE MICHIGAN AIRLINE RAILROAD AND THE
 NE0365'CENTERLINE OF A STREET, 17.9 FEET NORTHEAST OF THE SOUTHEAST
 NE0365'CORNER OF THE W.L. SLY COAL COMPANY OFFICE, 8.2 FEET SOUTHEAST
 NE0365'OF A 12-INCH ROCK MAPLE TREE, AND ABOUT 1 INCH ABOVE THE PAVEMENT.
 NE0365'A CITY OF PONTIAC STANDARD DISK, STAMPED 17.
 NE0365
 NE0365                          STATION RECOVERY (1997)
 NE0365
 NE0365'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0365'MARK NOT FOUND.
 NE0365
 NE0365                          STATION RECOVERY (2004)
 NE0365
 NE0365'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0365'SLY COAL COMPANY BUILDING NO LONGER EXISTS. WAS LOCATED AT 154 BAGLEY.
 NE0365'RAILROAD TRACKS REMOVED. COULD NOT FIND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0293 ***********************************************************************
 NF0293  DESIGNATION -  17
 NF0293  PID         -  NF0293
 NF0293  STATE/COUNTY-  MI/INGHAM
 NF0293  USGS QUAD   -  LANSING SOUTH (1973)
 NF0293
 NF0293                         *CURRENT SURVEY CONTROL
 NF0293  ___________________________________________________________________
 NF0293* NAD 83(1986)-  42 43 59.     (N)    084 30 36.     (W)     SCALED    
 NF0293* NAVD 88     -       262.31   (+/-2cm)     860.6    (feet)  VERTCON   
 NF0293  ___________________________________________________________________
 NF0293  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0293
 NF0293  VERT ORDER  -  ? (See Below)
 NF0293
 NF0293.The horizontal coordinates were scaled from a topographic map and have
 NF0293.an estimated accuracy of +/- 6 seconds.
 NF0293
 NF0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0293.The vertical order pertains to the NGVD 29 superseded value.
 NF0293
 NF0293.The geoid height was determined by GEOID03.
 NF0293
 NF0293;                    North         East    Units  Estimated Accuracy
 NF0293;SPC MI S     -   136,970.    3,988,260.      MT  (+/- 180 meters Scaled)
 NF0293
 NF0293                          SUPERSEDED SURVEY CONTROL
 NF0293
 NF0293  NGVD 29 (??/??/92)  262.442  (m)          861.03   (f) ADJ UNCH    ?  
 NF0293
 NF0293.Superseded values are not recommended for survey control.
 NF0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0293.See file dsdata.txt to determine how the superseded data were derived.
 NF0293
 NF0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN038341(NAD 83)
 NF0293_MARKER: B = BOLT
 NF0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0293+STABILITY: SURFACE MOTION
 NF0293
 NF0293  HISTORY     - Date     Condition        Report By
 NF0293  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0293  HISTORY     - 1932     GOOD             MISCOL
 NF0293
 NF0293                          STATION DESCRIPTION
 NF0293
 NF0293'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0293'AT EAST LANSING.
 NF0293'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0293'CAMPUS, AT THE INTERSECTION OF MAIN DRIVE AND SENIOR HOUSE DRIVE,
 NF0293'129 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF SENIOR HOUSE,
 NF0293'AND 30 FEET NORTH OF A FENCE.  A BOLT, SET IN THE TOP OF A
 NF0293'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0195 ***********************************************************************
 RJ0195  DESIGNATION -  17
 RJ0195  PID         -  RJ0195
 RJ0195  STATE/COUNTY-  MI/CHIPPEWA
 RJ0195  USGS QUAD   -  OAK RIDGE (1976)
 RJ0195
 RJ0195                         *CURRENT SURVEY CONTROL
 RJ0195  ___________________________________________________________________
 RJ0195* NAD 83(1986)-  46 15 34.     (N)    084 08 04.     (W)     SCALED    
 RJ0195* NAVD 88     -       186.566  (meters)     612.09   (feet)  ADJUSTED  
 RJ0195  ___________________________________________________________________
 RJ0195  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 RJ0195  DYNAMIC HT  -         186.575 (meters)     612.12  (feet)  COMP
 RJ0195  MODELED GRAV-     980,660.3   (mgal)                       NAVD 88
 RJ0195
 RJ0195  VERT ORDER  -  FIRST     CLASS I
 RJ0195
 RJ0195.The horizontal coordinates were scaled from a topographic map and have
 RJ0195.an estimated accuracy of +/- 6 seconds.
 RJ0195
 RJ0195.The orthometric height was determined by differential leveling
 RJ0195.and adjusted by the National Geodetic Survey in June 1991..
 RJ0195
 RJ0195.The geoid height was determined by GEOID03.
 RJ0195
 RJ0195.The dynamic height is computed by dividing the NAVD 88
 RJ0195.geopotential number by the normal gravity value computed on the
 RJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0195.degrees latitude (g = 980.6199 gals.).
 RJ0195
 RJ0195.The modeled gravity was interpolated from observed gravity values.
 RJ0195
 RJ0195;                    North         East    Units  Estimated Accuracy
 RJ0195;SPC MI N     -   168,050.    8,220,870.      MT  (+/- 180 meters Scaled)
 RJ0195
 RJ0195                          SUPERSEDED SURVEY CONTROL
 RJ0195
 RJ0195.No superseded survey control is available for this station.
 RJ0195
 RJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS208268(NAD 83)
 RJ0195_MARKER: B = BOLT
 RJ0195_SETTING: 80 = SET IN A BOULDER
 RJ0195_SP_SET: BOULDER
 RJ0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0195+STABILITY: SURFACE MOTION
 RJ0195
 RJ0195  HISTORY     - Date     Condition        Report By
 RJ0195  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0195  HISTORY     - 1969     GOOD             USLS
 RJ0195
 RJ0195                          STATION DESCRIPTION
 RJ0195
 RJ0195'DESCRIBED BY US LAKE SURVEY 1969
 RJ0195'AT NEEBISH ISLAND.
 RJ0195'17 IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT 4.2
 RJ0195'SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, 1.1 MILES SOUTH OF
 RJ0195'INTERSECTION OF CUMMINGS ROAD AND 16 MILE ROAD, 64 FEET SOUTH OF
 RJ0195'CENTERLINE OF 17 MILE ROAD, 20 FEET EAST OF CENTERLINE OF CUMMING
 RJ0195'ROAD, 2 FEET ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF
 RJ0195'A 3/8 INCH DIAMETER BOLT SET INTO A 5 X 7 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6811 ***********************************************************************
 AA6811  DESIGNATION -  17 2
 AA6811  PID         -  AA6811
 AA6811  STATE/COUNTY-  MI/WAYNE
 AA6811  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6811
 AA6811                         *CURRENT SURVEY CONTROL
 AA6811  ___________________________________________________________________
 AA6811* NAD 83(1994)-  42 07 49.06311(N)    083 19 26.60392(W)     ADJUSTED  
 AA6811* NAVD 88     -       187.1    (meters)     614.     (feet)  GPS OBS   
 AA6811  ___________________________________________________________________
 AA6811  X           -     550,742.245 (meters)                     COMP
 AA6811  Y           -  -4,705,294.015 (meters)                     COMP
 AA6811  Z           -   4,256,450.253 (meters)                     COMP
 AA6811  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AA6811  ELLIP HEIGHT-         152.47  (meters)          (07/12/02) GPS OBS
 AA6811  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 AA6811
 AA6811  HORZ ORDER  -  FIRST
 AA6811  ELLP ORDER  -  FOURTH    CLASS I
 AA6811
 AA6811.The horizontal coordinates were established by GPS observations
 AA6811.and adjusted by the National Geodetic Survey in February 1997..
 AA6811
 AA6811.The orthometric height was determined by GPS observations and a
 AA6811.high-resolution geoid model.
 AA6811
 AA6811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6811
 AA6811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6811
 AA6811.The ellipsoidal height was determined by GPS observations
 AA6811.and is referenced to NAD 83.
 AA6811
 AA6811.The geoid height was determined by GEOID03.
 AA6811
 AA6811;                    North         East     Units Scale Factor Converg.
 AA6811;SPC MI S     -    70,546.376 4,086,201.783   MT  0.99999296   +0 42 34.3
 AA6811;SPC MI S     -   231,451.36 13,406,173.83   iFT  0.99999296   +0 42 34.3
 AA6811;UTM  17      - 4,666,857.008   307,914.939   MT  1.00005402   -1 33 34.2
 AA6811
 AA6811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6811!SPC MI S     -   0.99997609  x   0.99999296  =   0.99996905
 AA6811!UTM  17      -   0.99997609  x   1.00005402  =   1.00003011
 AA6811
 AA6811                          SUPERSEDED SURVEY CONTROL
 AA6811
 AA6811  ELLIP H (02/03/97)  152.51   (m)                       GP(       ) 4 1
 AA6811  NAD 83(1986)-  42 07 49.07069(N)    083 19 26.63283(W) AD(       ) 1
 AA6811
 AA6811.Superseded values are not recommended for survey control.
 AA6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6811.See file dsdata.txt to determine how the superseded data were derived.
 AA6811
 AA6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0791566857(NAD 83)
 AA6811_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6811_STAMPING: 17-2 1994
 AA6811_MARK LOGO: MI-163
 AA6811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6811+STABILITY: SURFACE MOTION
 AA6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6811+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6811
 AA6811  HISTORY     - Date     Condition        Report By
 AA6811  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6811
 AA6811                          STATION DESCRIPTION
 AA6811
 AA6811'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6811'STATION IS LOCATED APPROXIMATELY 4.5 MILESSOUTH OF DETROIT METRO
 AA6811'AIRPORT ON MIDDLEBELT ROAD AT GRIX ROAD. TO REACH FROM THE
 AA6811'INTERSECTION OF INTERSTATE I-75 AND WEST ROAD (EXIT 32), PROCEED WEST
 AA6811'ON WEST ROAD FOR 4.25 MILESTO MIDDLEBELT ROAD, THENCE GO SOUTH 0.5
 AA6811'MILESON MIDDLEBELT TO GRIX ROAD AND THE STATION ON THE RIGHT ON LINE
 AA6811'WITH THE SOUTH EDGE OF GRIX ROAD EXTENDED. THE STATION IS A BRASS
 AA6811'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6811'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF MIDDLEBELT IS N 90
 AA6811'E, 34.73 FEET, CENTERLINE OF MANHOLE IS S 40 W, 18.35 FEET,  A FENCE
 AA6811'POST IS S 5 W, 81.19 FEET,  A POLE IS N 5 E, 17.77 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1282 ***********************************************************************
 RJ1282  DESIGNATION -  17 A C4W 163
 RJ1282  PID         -  RJ1282
 RJ1282  STATE/COUNTY-  MI/CHIPPEWA
 RJ1282  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1282
 RJ1282                         *CURRENT SURVEY CONTROL
 RJ1282  ___________________________________________________________________
 RJ1282* NAD 83(1994)-  46 23 27.50565(N)    084 15 04.50460(W)     ADJUSTED  
 RJ1282* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1282  ___________________________________________________________________
 RJ1282  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 RJ1282  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ1282
 RJ1282  HORZ ORDER  -  SECOND
 RJ1282
 RJ1282.The horizontal coordinates were established by classical geodetic methods
 RJ1282.and adjusted by the National Geodetic Survey in February 1997..
 RJ1282
 RJ1282.The orthometric height was scaled from a topographic map.
 RJ1282
 RJ1282.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1282
 RJ1282.The geoid height was determined by GEOID03.
 RJ1282
 RJ1282;                    North         East     Units Scale Factor Converg.
 RJ1282;SPC MI N     -   182,344.847 8,211,359.901   MT  0.99990453   +1 59 12.4
 RJ1282;SPC MI N     -   598,244.25 26,940,157.16   iFT  0.99990453   +1 59 12.4
 RJ1282;UTM  16      - 5,141,160.762   711,334.039   MT  1.00014903   +1 59 27.6
 RJ1282
 RJ1282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1282!SPC MI N     -   0.99997674  x   0.99990453  =   0.99988128
 RJ1282!UTM  16      -   0.99997674  x   1.00014903  =   1.00012577
 RJ1282
 RJ1282                          SUPERSEDED SURVEY CONTROL
 RJ1282
 RJ1282  NAD 83(1986)-  46 23 27.49563(N)    084 15 04.50286(W) AD(       ) 2
 RJ1282
 RJ1282.Superseded values are not recommended for survey control.
 RJ1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1282.See file dsdata.txt to determine how the superseded data were derived.
 RJ1282
 RJ1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1133441161(NAD 83)
 RJ1282_MARKER: DS = TRIANGULATION STATION DISK
 RJ1282_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1282+WITH SETTING: INFORMATION.
 RJ1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1282+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ1282
 RJ1282  HISTORY     - Date     Condition        Report By
 RJ1282  HISTORY     - 1988     MONUMENTED       USE
 RJ1282  HISTORY     - 20031205 GOOD             INDIV
 RJ1282
 RJ1282                          STATION DESCRIPTION
 RJ1282
 RJ1282'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1282'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) SOUTHEAST OF SAULT STE
 RJ1282'MARIE, 32.5 KM (20.2 MI) NORTHEAST OF RUDYARD, 52.3 KM (32.5 MI)
 RJ1282'NORTH-NORTHWEST OF DETOUR VILLAGE, NORTH OF SAILORS CREEK, IN PART
 RJ1282'OF LOT 3, IN YORK PLAT OF ELMS, SEC 13, T46N-R1E.
 RJ1282'OWNERSHIP---MAURENE HASLICK
 RJ1282'
 RJ1282'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1282'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1282'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1282'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1282'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1282'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1282'BOAT ACCESS AREA. TRAVEL BY BOAT UPRIVER FOR 5 MINUTES
 RJ1282'ON WEST SIDE OF ST MARYS RIVER WHERE STATION IS LOCATED.
 RJ1282'
 RJ1282'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-163
 RJ1282'1988---, SET INTO A PVC CASING AND ATTACHED TO AN
 RJ1282'ALUMINUM ROD DRIVEN 15.5 METERS (51 FT) INTO THE GROUND, LOCATED
 RJ1282'18.0 METERS (59 FT) FROM THE WATER.
 RJ1282'
 RJ1282'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1282
 RJ1282                          STATION RECOVERY (2003)
 RJ1282
 RJ1282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ1282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0334 ***********************************************************************
 MC0334  DESIGNATION -  17 DTSRR
 MC0334  PID         -  MC0334
 MC0334  STATE/COUNTY-  MI/MONROE
 MC0334  USGS QUAD   -  MONROE (1979)
 MC0334
 MC0334                         *CURRENT SURVEY CONTROL
 MC0334  ___________________________________________________________________
 MC0334* NAD 83(1986)-  41 54 46.     (N)    083 22 47.     (W)     SCALED    
 MC0334* NAVD 88     -       179.816  (meters)     589.95   (feet)  ADJUSTED  
 MC0334  ___________________________________________________________________
 MC0334  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0334  DYNAMIC HT  -         179.752 (meters)     589.74  (feet)  COMP
 MC0334  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 MC0334
 MC0334  VERT ORDER  -  FIRST     CLASS I
 MC0334
 MC0334.The horizontal coordinates were scaled from a topographic map and have
 MC0334.an estimated accuracy of +/- 6 seconds.
 MC0334
 MC0334.The orthometric height was determined by differential leveling
 MC0334.and adjusted by the National Geodetic Survey in June 1991..
 MC0334.WARNING-Repeat measurements at this control monument indicate possible
 MC0334.vertical movement.
 MC0334
 MC0334.The geoid height was determined by GEOID03.
 MC0334
 MC0334.The dynamic height is computed by dividing the NAVD 88
 MC0334.geopotential number by the normal gravity value computed on the
 MC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0334.degrees latitude (g = 980.6199 gals.).
 MC0334
 MC0334.The modeled gravity was interpolated from observed gravity values.
 MC0334
 MC0334;                    North         East    Units  Estimated Accuracy
 MC0334;SPC MI S     -    46,330.    4,081,880.      MT  (+/- 180 meters Scaled)
 MC0334
 MC0334                          SUPERSEDED SURVEY CONTROL
 MC0334
 MC0334  NGVD 29 (??/??/92)  179.981  (m)          590.49   (f) ADJ UNCH    1 1
 MC0334
 MC0334.Superseded values are not recommended for survey control.
 MC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0334.See file dsdata.txt to determine how the superseded data were derived.
 MC0334
 MC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG026428(NAD 83)
 MC0334_MARKER: DD = SURVEY DISK
 MC0334_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0334_SP_SET: ABUTMENT
 MC0334_STAMPING: BENCH MARK ELEV 17 USC AND G 1899
 MC0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0334
 MC0334  HISTORY     - Date     Condition        Report By
 MC0334  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0334  HISTORY     - 1968     GOOD             NGS
 MC0334  HISTORY     - 1969     GOOD             USLS
 MC0334  HISTORY     - 1980     GOOD             NGS
 MC0334
 MC0334                          STATION DESCRIPTION
 MC0334
 MC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0334'AT MONROE.
 MC0334'AT MONROE, AT THE CROSSING OF THE DETROIT AND TOLEDO SHORE LINE
 MC0334'RAILROAD AND ELM STREET, SET ON THE TOP OF THE SOUTHEAST END OF
 MC0334'THE NORTHEAST ABUTMENT OF THE RAILROAD BRIDGE OVER THE RAISIN
 MC0334'RIVER, 50 FEET WEST OF BENCH MARK D 73 (USLS) DESCRIBED, 13.6 FEET
 MC0334'SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK, 2.1 FEET
 MC0334'NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT AND 1 FOOT BELOW
 MC0334'THE LEVEL OF THE TRACK.
 MC0334
 MC0334                          STATION RECOVERY (1969)
 MC0334
 MC0334'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0334'A BENCHMARK ESTABLISHED BY THE DETROIT AND TOLEDO SHORE LINE RAILROAD,
 MC0334'IS AT MONROE, MONROE COUNTY, MICHIGAN, AT THE CROSSING OF THE DETROIT
 MC0334'AND TOLEDO SHORE LINE RAILROAD AND ELM STREET, 50 FEET WEST OF
 MC0334'BENCHMARK D-73 (USLS), 13.6 FEET SOUTHEAST OF SOUTHEAST RAIL OF THE
 MC0334'NORTHBOUND TRACKS, ON TOP OF SOUTHEAST END OF NORTHEAST ABUTMENT OF
 MC0334'RAILROAD BRIDGE OVER THE RAISIN RIVER, 2.1 FEET NORTHWEST OF SOUTHEAST
 MC0334'END OF ABUTMENT, 1-FOOT BELOW LEVEL OF THE TRACK, BEING HIGHEST POINT
 MC0334'OVER CROSS AT CENTER OF DISC SET INTO THE CONCRETE.
 MC0334
 MC0334                          STATION RECOVERY (1980)
 MC0334
 MC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0011 ***********************************************************************
 NF0011  DESIGNATION -  17 P 1
 NF0011  PID         -  NF0011
 NF0011  STATE/COUNTY-  MI/INGHAM
 NF0011  USGS QUAD   -  DANSVILLE (1976)
 NF0011
 NF0011                         *CURRENT SURVEY CONTROL
 NF0011  ___________________________________________________________________
 NF0011* NAD 83(1986)-  42 34 56.     (N)    084 21 26.     (W)     SCALED    
 NF0011* NAVD 88     -       286.574  (meters)     940.20   (feet)  ADJUSTED  
 NF0011  ___________________________________________________________________
 NF0011  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NF0011  DYNAMIC HT  -         286.488 (meters)     939.92  (feet)  COMP
 NF0011  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 NF0011
 NF0011  VERT ORDER  -  SECOND    CLASS 0
 NF0011
 NF0011.The horizontal coordinates were scaled from a topographic map and have
 NF0011.an estimated accuracy of +/- 6 seconds.
 NF0011
 NF0011.The orthometric height was determined by differential leveling
 NF0011.and adjusted by the National Geodetic Survey in June 1991..
 NF0011
 NF0011.The geoid height was determined by GEOID03.
 NF0011
 NF0011.The dynamic height is computed by dividing the NAVD 88
 NF0011.geopotential number by the normal gravity value computed on the
 NF0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0011.degrees latitude (g = 980.6199 gals.).
 NF0011
 NF0011.The modeled gravity was interpolated from observed gravity values.
 NF0011
 NF0011;                    North         East    Units  Estimated Accuracy
 NF0011;SPC MI S     -   120,210.    4,000,780.      MT  (+/- 180 meters Scaled)
 NF0011
 NF0011                          SUPERSEDED SURVEY CONTROL
 NF0011
 NF0011  NGVD 29 (??/??/92)  286.700  (m)          940.61   (f) ADJ UNCH    2 0
 NF0011
 NF0011.Superseded values are not recommended for survey control.
 NF0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0011.See file dsdata.txt to determine how the superseded data were derived.
 NF0011
 NF0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN168178(NAD 83)
 NF0011_MARKER: DD = SURVEY DISK
 NF0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0011_STAMPING: 17 P 1 1934
 NF0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0011+STABILITY: SURFACE MOTION
 NF0011
 NF0011  HISTORY     - Date     Condition        Report By
 NF0011  HISTORY     - 1934     MONUMENTED       MIGS
 NF0011  HISTORY     - 1934     GOOD             NGS
 NF0011  HISTORY     - 1977     POOR             NGS
 NF0011  HISTORY     - 20030826 POOR             USPSQD
 NF0011  HISTORY     - 20050319 POOR             GEOCAC
 NF0011
 NF0011                          STATION DESCRIPTION
 NF0011
 NF0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0011'6.1 MI E FROM MASON.
 NF0011'6.1 MILES EAST OF THE COURTHOUSE AT MASON, INGHAM COUNTY, ON
 NF0011'JEFFERSON AVENUE, 0.9 MILES SOUTH OF THE INTERSECTION OF COUNTY
 NF0011'HIGHWAY 503 WITH COUNTY HIGHWAY 428, 65 YARDS NORTH OF THE
 NF0011'INTERSECTION OF JEFFERSON AVENUE WITH COUNTY HIGHWAY 503, 50
 NF0011'FEET WEST OF A 17-INCH MAPLE TREE, 23.4 FEET WEST OF THE
 NF0011'CENTERLINE OF COUNTY HIGHWAY 503 AND 3 FEET HIGHER THAN THE
 NF0011'HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 17 P 1 1934
 NF0011'AND SET IN THE TOP OF A CONCRETE POST.
 NF0011
 NF0011                          STATION RECOVERY (1977)
 NF0011
 NF0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0011'6.1 MILES EAST OF THE COURTEHOUSE, 23.4 FEET WEST OF MERIDAN ROAD
 NF0011'CENTERLINE, 65 YARDS NORTH OF THE INTERSECTION OF MERIDAN ROAD WITH
 NF0011'COLUMBIA AVENUE. A STATE SURVEY STANDARD DISK. THIS MARK PROJECTS
 NF0011'ABOUT 2 FEET AND IS LEANING AND CONSIDERED NO GOOD.
 NF0011
 NF0011                          STATION RECOVERY (2003)
 NF0011
 NF0011'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0011'THE CONCRETE POST IS ABOUT 2 FEET ABOVE THE SURFACE OF GROUND AND IS
 NF0011'LEANING BADLY
 NF0011
 NF0011                          STATION RECOVERY (2005)
 NF0011
 NF0011'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0011'THE DISK IS IN GOOD CONDITION, BUT THE CONCRETE MONUMENT LEANS BADLY
 NF0011'TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0010 ***********************************************************************
 NF0010  DESIGNATION -  17 V I
 NF0010  PID         -  NF0010
 NF0010  STATE/COUNTY-  MI/INGHAM
 NF0010  USGS QUAD   -  MASON (1970)
 NF0010
 NF0010                         *CURRENT SURVEY CONTROL
 NF0010  ___________________________________________________________________
 NF0010* NAD 83(1986)-  42 34 56.     (N)    084 26 36.     (W)     SCALED    
 NF0010* NAVD 88     -       275.794  (meters)     904.83   (feet)  ADJUSTED  
 NF0010  ___________________________________________________________________
 NF0010  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0010  DYNAMIC HT  -         275.709 (meters)     904.56  (feet)  COMP
 NF0010  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NF0010
 NF0010  VERT ORDER  -  FIRST     CLASS II
 NF0010
 NF0010.The horizontal coordinates were scaled from a topographic map and have
 NF0010.an estimated accuracy of +/- 6 seconds.
 NF0010
 NF0010.The orthometric height was determined by differential leveling
 NF0010.and adjusted by the National Geodetic Survey in January 2002..
 NF0010
 NF0010.The geoid height was determined by GEOID03.
 NF0010
 NF0010.The dynamic height is computed by dividing the NAVD 88
 NF0010.geopotential number by the normal gravity value computed on the
 NF0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0010.degrees latitude (g = 980.6199 gals.).
 NF0010
 NF0010.The modeled gravity was interpolated from observed gravity values.
 NF0010
 NF0010;                    North         East    Units  Estimated Accuracy
 NF0010;SPC MI S     -   120,210.    3,993,710.      MT  (+/- 180 meters Scaled)
 NF0010
 NF0010                          SUPERSEDED SURVEY CONTROL
 NF0010
 NF0010  NAVD 88 (06/15/91)  275.755  (m)          904.71   (f) UNKNOWN     2 0
 NF0010  NGVD 29 (??/??/92)  275.883  (m)          905.13   (f) ADJ UNCH    2 0
 NF0010
 NF0010.Superseded values are not recommended for survey control.
 NF0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0010.See file dsdata.txt to determine how the superseded data were derived.
 NF0010
 NF0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN098175(NAD 83)
 NF0010_MARKER: DD = SURVEY DISK
 NF0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0010_STAMPING: 17-VI
 NF0010_MARK LOGO: MIGS  
 NF0010_PROJECTION: FLUSH
 NF0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0010+STABILITY: SURFACE MOTION
 NF0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0010+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 NF0010
 NF0010  HISTORY     - Date     Condition        Report By
 NF0010  HISTORY     - 1934     MONUMENTED       MIGS
 NF0010  HISTORY     - 1958     MARK NOT FOUND   NGS
 NF0010  HISTORY     - 1977     GOOD             NGS
 NF0010  HISTORY     - 1989     GOOD             USPSQD
 NF0010  HISTORY     - 19921116 GOOD             NGS
 NF0010  HISTORY     - 20000531 GOOD             NGS
 NF0010  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0010  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0010
 NF0010                          STATION DESCRIPTION
 NF0010
 NF0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NF0010'AT MASON.
 NF0010'AT MASON, INGHAM COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 NF0010'OF COLUMBIA STREET WITH JEFFERSON AVENUE, 350 YARDS NORTH OF
 NF0010'THE COURTHOUSE, 38.5 FEET NORTHEAST OF THE NORTHEAST CORNER
 NF0010'OF A RED BRICK HOUSE AT 104 JEFFERSON AVENUE, AND 20.1 FEET
 NF0010'WEST OF THE WEST EDGE OF THE WEST SIDEWALK OF JEFFERSON AVENUE.
 NF0010'A STATE SURVEY STANDARD DISK, STAMPED 17 V 1 1934 AND SET IN THE
 NF0010'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0010
 NF0010                          STATION RECOVERY (1977)
 NF0010
 NF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0010'AT MASON 350 YARDS NORTH OF THE COURTHOUSE AT THE SOUTHWEST CORNER OF
 NF0010'THE INTERSECTION OF COLUMBAI STREET WITH JEFFERSON AVENUE. 38.5 FEET
 NF0010'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 20.1 FEET WEST OF THE
 NF0010'WEST EDGE OF WEST SIDE WALK OF JEFFERSON AVENUE. A STATE SURVEY DISK.
 NF0010
 NF0010                          STATION RECOVERY (1989)
 NF0010
 NF0010'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0010'RECOVERED IN GOOD CONDITION.
 NF0010
 NF0010                          STATION RECOVERY (1992)
 NF0010
 NF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0010'IN MASON, AT THE INTERSECTION OF EAST COLUMBIA AND NORTH JEFFERSON
 NF0010'STREETS, NEAR THE CENTER OF AN EAST-WEST SIDEWALK, 16.8 M (55.1 FT)
 NF0010'WEST OF THE CENTERLINE OF JEFFERSON STREET, 9.8 M (32.2 FT) NORTHEAST
 NF0010'OF THE NORTHEAST CORNER OF A BRICK HOUSE, 8.1 M (26.6 FT) SOUTH OF THE
 NF0010'EXTENDED CENTER OF COLUMBIA STREET, 0.9 M (3.0 FT) SOUTHWEST OF A
 NF0010'UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 NF0010'MONUMENT IS FLUSH WITH AND SURROUNDED BY A SIDEWALK.
 NF0010
 NF0010                          STATION RECOVERY (2000)
 NF0010
 NF0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0010'IN MASON, AT THE INTERSECTION OF EAST COLUMBIA AND NORTH JEFFERSON
 NF0010'STREETS, NEAR THE EXTENDED CENTERLINE OF AN EAST-WEST SIDEWALK, 16.8 M
 NF0010'(55.1 FT) WEST OF THE CENTERLINE OF JEFFERSON STREET, 9.8 M (32.2 FT)
 NF0010'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK HOUSE, 8.1 M (26.6 FT)
 NF0010'SOUTH OF THE CENTER OF COLUMBIA STREET, 2.4 FT (0.7 M) WEST-SOUTHWEST
 NF0010'OF A UTILITY GUY POLE, 6.0 FT (1.8 M) EAST-NORTHEAST OF A 36-INCH
 NF0010'MAPLE TREE, 7.0 FT (2.1 M) SOUTH OF THE SOUTH CURB OF EAST COLUMBIA
 NF0010'STREET, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS, AND THE
 NF0010'MONUMENT IS RECESSED ABOUT 4-INCHES BELOW THE GROUND SURFACE.
 NF0010
 NF0010                          STATION RECOVERY (2003)
 NF0010
 NF0010'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0010'CITY OF MASON REMOVED THE SIDEWALK THAT MARK WAS EMBEDDED IN TO WIDEN
 NF0010'COLUMBIA STREET. WE ASSUME THE MARK WAS DESTROYED. WE DID EASILY FIND
 NF0010'THE MARK A FEW YEARS AGO.
 NF0010
 NF0010                          STATION RECOVERY (2005)
 NF0010
 NF0010'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0010'WAS UNABLE TO LOCATE ANYTHING AT THE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0009 ***********************************************************************
 NF0009  DESIGNATION -  17 W I
 NF0009  PID         -  NF0009
 NF0009  STATE/COUNTY-  MI/INGHAM
 NF0009  USGS QUAD   -  MASON (1970)
 NF0009
 NF0009                         *CURRENT SURVEY CONTROL
 NF0009  ___________________________________________________________________
 NF0009* NAD 83(1986)-  42 34 49.     (N)    084 26 35.     (W)     SCALED    
 NF0009* NAVD 88     -       280.433  (meters)     920.05   (feet)  ADJUSTED  
 NF0009  ___________________________________________________________________
 NF0009  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0009  DYNAMIC HT  -         280.347 (meters)     919.77  (feet)  COMP
 NF0009  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 NF0009
 NF0009  VERT ORDER  -  FIRST     CLASS II
 NF0009
 NF0009.The horizontal coordinates were scaled from a topographic map and have
 NF0009.an estimated accuracy of +/- 6 seconds.
 NF0009
 NF0009.The orthometric height was determined by differential leveling
 NF0009.and adjusted by the National Geodetic Survey in January 2002..
 NF0009
 NF0009.The geoid height was determined by GEOID03.
 NF0009
 NF0009.The dynamic height is computed by dividing the NAVD 88
 NF0009.geopotential number by the normal gravity value computed on the
 NF0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0009.degrees latitude (g = 980.6199 gals.).
 NF0009
 NF0009.The modeled gravity was interpolated from observed gravity values.
 NF0009
 NF0009;                    North         East    Units  Estimated Accuracy
 NF0009;SPC MI S     -   120,000.    3,993,730.      MT  (+/- 180 meters Scaled)
 NF0009
 NF0009                          SUPERSEDED SURVEY CONTROL
 NF0009
 NF0009  NAVD 88 (06/15/91)  280.404  (m)          919.96   (f) UNKNOWN     2 0
 NF0009  NGVD 29 (??/??/92)  280.532  (m)          920.38   (f) ADJ UNCH    2 0
 NF0009
 NF0009.Superseded values are not recommended for survey control.
 NF0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0009.See file dsdata.txt to determine how the superseded data were derived.
 NF0009
 NF0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN098173(NAD 83)
 NF0009_MARKER: DD = SURVEY DISK
 NF0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0009_STAMPING: 17+WI
 NF0009_MARK LOGO: MIGS  
 NF0009_PROJECTION: FLUSH
 NF0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0009+STABILITY: SURFACE MOTION
 NF0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0009+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF0009
 NF0009  HISTORY     - Date     Condition        Report By
 NF0009  HISTORY     - 1934     MONUMENTED       MIGS
 NF0009  HISTORY     - 1934     GOOD             NGS
 NF0009  HISTORY     - 1977     GOOD             NGS
 NF0009  HISTORY     - 1989     GOOD             USPSQD
 NF0009  HISTORY     - 19921116 GOOD             NGS
 NF0009  HISTORY     - 20000616 GOOD             NGS
 NF0009  HISTORY     - 20030419 GOOD             USPSQD
 NF0009  HISTORY     - 20060429 GOOD             USPSQD
 NF0009
 NF0009                          STATION DESCRIPTION
 NF0009
 NF0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0009'AT MASON.
 NF0009'AT MASON, INGHAM COUNTY, IN THE SOUTHWEST CORNER OF THE
 NF0009'COURTHOUSE LAWN, 45 YARDS SOUTHWEST CORNER OF THE COURTHOUSE,
 NF0009'14.4 FEET SOUTHWEST OF THE WEST CORNER OF THE LARGER OF THE CANNON
 NF0009'MONUMENTS, 4.5 FEET EAST OF THE EAST EDGE OF THE SIDEWALK ON
 NF0009'THE WEST SIDE OF THE COURTHOUSE, AND 4.4 FEET NORTH OF THE
 NF0009'NORTH EDGE OF THE SIDEWALK ON THE SOUTH SIDE OF THE COURTHOUSE.
 NF0009'A STATE SURVEY STANDARD DISK, STAMPED 17 W 1 1934 AND SET IN
 NF0009'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0009
 NF0009                          STATION RECOVERY (1977)
 NF0009
 NF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0009'AT MASON IN THE SOUTHWEST CORNER OF THE COURTHOUSE LAWN, 45 YARDS
 NF0009'SOUTHWEST OF THE SOUTHWEST CORNER OF THE COURTEHOUSE, 4.5 FEET EAST
 NF0009'OF THE EAST EDGE OF THE SIDE WALK 4.4 FEET NORTH OF A SIDE WALK AND
 NF0009'25 FEET SOUTHWEST OF A HONOR ROLL MONUMENT A STATE SURVEY STANDARD
 NF0009'DISK.
 NF0009
 NF0009                          STATION RECOVERY (1989)
 NF0009
 NF0009'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0009'RECOVERED IN GOOD CONDITION.
 NF0009
 NF0009                          STATION RECOVERY (1992)
 NF0009
 NF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0009'IN MASON, AT THE INTERSECTION OF EAST ASH AND SOUTH JEFFERSON STREETS,
 NF0009'17.2 M (56.4 FT) EAST OF THE CENTERLINE OF JEFFERSON STREET, 16.7 M
 NF0009'(54.8 FT) NORTH OF AND LEVEL WITH THE CENTERLINE OF ASK STREET, 9.0 M
 NF0009'(29.5 FT) WEST OF THE SOUTH CORNER OF A WAR MEMORIAL, 1.4 M (4.6 FT)
 NF0009'EAST OF THE EAST EDGE OF A SIDEWALK, 1.2 M (3.9 FT) NORTH OF THE NORTH
 NF0009'EDGE OF A SIDEWALK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF0009
 NF0009                          STATION RECOVERY (2000)
 NF0009
 NF0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0009'RECOVERED AS DESCRIBED.
 NF0009
 NF0009                          STATION RECOVERY (2003)
 NF0009
 NF0009'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0009'RECOVERED IN GOOD CONDITION.
 NF0009
 NF0009                          STATION RECOVERY (2006)
 NF0009
 NF0009'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0075 ***********************************************************************
 OJ0075  DESIGNATION -  1777 USLS
 OJ0075  PID         -  OJ0075
 OJ0075  STATE/COUNTY-  MI/SANILAC
 OJ0075  USGS QUAD   -  PORT SANILAC (1963)
 OJ0075
 OJ0075                         *CURRENT SURVEY CONTROL
 OJ0075  ___________________________________________________________________
 OJ0075* NAD 83(1986)-  43 22 43.     (N)    082 32 12.     (W)     SCALED    
 OJ0075* NAVD 88     -       179.139  (meters)     587.73   (feet)  ADJUSTED  
 OJ0075  ___________________________________________________________________
 OJ0075  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0075  DYNAMIC HT  -         179.104 (meters)     587.61  (feet)  COMP
 OJ0075  MODELED GRAV-     980,420.3   (mgal)                       NAVD 88
 OJ0075
 OJ0075  VERT ORDER  -  FIRST     CLASS 0
 OJ0075
 OJ0075.The horizontal coordinates were scaled from a topographic map and have
 OJ0075.an estimated accuracy of +/- 6 seconds.
 OJ0075
 OJ0075.The orthometric height was determined by differential leveling
 OJ0075.and adjusted by the National Geodetic Survey in June 1991..
 OJ0075
 OJ0075.The geoid height was determined by GEOID03.
 OJ0075
 OJ0075.The dynamic height is computed by dividing the NAVD 88
 OJ0075.geopotential number by the normal gravity value computed on the
 OJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0075.degrees latitude (g = 980.6199 gals.).
 OJ0075
 OJ0075.The modeled gravity was interpolated from observed gravity values.
 OJ0075
 OJ0075;                    North         East    Units  Estimated Accuracy
 OJ0075;SPC MI S     -   210,290.    4,148,280.      MT  (+/- 180 meters Scaled)
 OJ0075
 OJ0075                          SUPERSEDED SURVEY CONTROL
 OJ0075
 OJ0075  NGVD 29 (??/??/??)  179.264  (m)          588.14   (f) ADJUSTED    1 0
 OJ0075
 OJ0075.Superseded values are not recommended for survey control.
 OJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0075.See file dsdata.txt to determine how the superseded data were derived.
 OJ0075
 OJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ755040(NAD 83)
 OJ0075_MARKER: B = BOLT
 OJ0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0075_SP_SET: CULVERT
 OJ0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0075
 OJ0075  HISTORY     - Date     Condition        Report By
 OJ0075  HISTORY     - 1970     MONUMENTED       USLS
 OJ0075  HISTORY     - 1970     GOOD             USLS
 OJ0075  HISTORY     - 1980     GOOD             NGS
 OJ0075  HISTORY     - 19940727 GOOD             USPSQD
 OJ0075  HISTORY     - 20010811 GOOD             USPSQD
 OJ0075
 OJ0075                          STATION DESCRIPTION
 OJ0075
 OJ0075'DESCRIBED BY US LAKE SURVEY 1970
 OJ0075'3.7 MI S FROM PORT SANILAC.
 OJ0075'1777 IS IN SANILAC COUNTY, MICHIGAN, ABOUT 3.7 MILES SOUTH OF
 OJ0075'INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET (M-46)
 OJ0075'IN PORT SANILAC, 0.1 MILE SOUTH OF CENTERLINE OF HOLVERSON
 OJ0075'ROAD, JUST SOUTH OF KRAUSMANN PROPERTY AT NO. 1777 U.S. 25,
 OJ0075'ABOUT 80 FEET EAST OF CENTERLINE OF HIGHWAY, 2.5 FEET NORTH
 OJ0075'OF SOUTH EDGE AND 0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT
 OJ0075'HEADWALL, ABOUT 40 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT
 OJ0075'ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF THE
 OJ0075'CULVERT.  BM 1777 1970.
 OJ0075
 OJ0075                          STATION RECOVERY (1980)
 OJ0075
 OJ0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0075'6.1 KILOMETERS (3.8 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0075'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.2 KILOMETER (0.1
 OJ0075'MILE) SOUTH OF THE JUNCTION OF HOLVERSON ROAD AND JUST NORTH OF THE
 OJ0075'DRIVE TO HOUSE NUMBER 1801. THIS MARK IS A 1/2-INCH STEEL BOLT
 OJ0075'SET NORTH OF THE SOUTH END OF THE EAST HEADWALL OF A LARGE BOX
 OJ0075'CULVERT. 24.4 METERS (80.0 FEET) EAST OF THE CENTER LINE OF THE
 OJ0075'HIGHWAY,0.62 METER (2.5 FEET) NORTH OF THE SOUTH END OF THE EAST
 OJ0075'HEADWALL.
 OJ0075'THE MARK IS 12.2 M BELOW HIGHWAY.
 OJ0075
 OJ0075                          STATION RECOVERY (1994)
 OJ0075
 OJ0075'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0075'RECOVERED IN GOOD CONDITION.
 OJ0075
 OJ0075                          STATION RECOVERY (2001)
 OJ0075
 OJ0075'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0487 ***********************************************************************
 NF0487  DESIGNATION -  179 1/2
 NF0487  PID         -  NF0487
 NF0487  STATE/COUNTY-  MI/CALHOUN
 NF0487  USGS QUAD   -  BATTLE CREEK (1985)
 NF0487
 NF0487                         *CURRENT SURVEY CONTROL
 NF0487  ___________________________________________________________________
 NF0487* NAD 83(1986)-  42 20 27.     (N)    085 08 22.     (W)     SCALED    
 NF0487* NAVD 88     -       255.039  (meters)     836.74   (feet)  ADJUSTED  
 NF0487  ___________________________________________________________________
 NF0487  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF0487  DYNAMIC HT  -         254.958 (meters)     836.47  (feet)  COMP
 NF0487  MODELED GRAV-     980,296.0   (mgal)                       NAVD 88
 NF0487
 NF0487  VERT ORDER  -  SECOND    CLASS 0
 NF0487
 NF0487.The horizontal coordinates were scaled from a topographic map and have
 NF0487.an estimated accuracy of +/- 6 seconds.
 NF0487
 NF0487.The orthometric height was determined by differential leveling
 NF0487.and adjusted by the National Geodetic Survey in June 1991..
 NF0487
 NF0487.The geoid height was determined by GEOID03.
 NF0487
 NF0487.The dynamic height is computed by dividing the NAVD 88
 NF0487.geopotential number by the normal gravity value computed on the
 NF0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0487.degrees latitude (g = 980.6199 gals.).
 NF0487
 NF0487.The modeled gravity was interpolated from observed gravity values.
 NF0487
 NF0487;                    North         East    Units  Estimated Accuracy
 NF0487;SPC MI S     -    93,690.    3,936,320.      MT  (+/- 180 meters Scaled)
 NF0487
 NF0487                          SUPERSEDED SURVEY CONTROL
 NF0487
 NF0487  NGVD 29 (??/??/92)  255.171  (m)          837.17   (f) ADJ UNCH    2 0
 NF0487
 NF0487.Superseded values are not recommended for survey control.
 NF0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0487.See file dsdata.txt to determine how the superseded data were derived.
 NF0487
 NF0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM532892(NAD 83)
 NF0487_MARKER: B = BOLT
 NF0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0487_STAMPING: 179-1/2
 NF0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0487+STABILITY: SURFACE MOTION
 NF0487
 NF0487  HISTORY     - Date     Condition        Report By
 NF0487  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0487  HISTORY     - 1934     GOOD             NGS
 NF0487  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0487
 NF0487                          STATION DESCRIPTION
 NF0487
 NF0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0487'3.5 MI NE FROM BATTLE CREEK.
 NF0487'3.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0487'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0487'COUNTY, 0.5 MILE NORTHEAST OF MILEPOST C 179, 0.6 MILE NORTHEAST
 NF0487'OF THE CROSSING OF THE VERONA ROAD, 50 YARDS WEST OF
 NF0487'POWER-TRANSMISSION LINE POLE KK 71, 20.1 FEET NORTHWEST OF THE
 NF0487'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 3 FEET LOWER THAN THE
 NF0487'TOP OF THE RAIL.  A COPPER BOLT, STAMPED 179-1/2 AND SET IN THE
 NF0487'TOP OF A CONCRETE POST.
 NF0487
 NF0487                          STATION RECOVERY (1997)
 NF0487
 NF0487'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1069 ***********************************************************************
 RJ1069  DESIGNATION -  17R USLS
 RJ1069  PID         -  RJ1069
 RJ1069  STATE/COUNTY-  MI/CHIPPEWA
 RJ1069  USGS QUAD   -  SHALLOWS (1975)
 RJ1069
 RJ1069                         *CURRENT SURVEY CONTROL
 RJ1069  ___________________________________________________________________
 RJ1069* NAD 83(1994)-  46 26 21.90060(N)    084 27 51.87166(W)     ADJUSTED  
 RJ1069* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1069  ___________________________________________________________________
 RJ1069  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 RJ1069  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1069
 RJ1069  HORZ ORDER  -  THIRD
 RJ1069
 RJ1069.The horizontal coordinates were established by classical geodetic methods
 RJ1069.and adjusted by the National Geodetic Survey in February 1997..
 RJ1069
 RJ1069.The orthometric height was scaled from a topographic map.
 RJ1069
 RJ1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1069
 RJ1069.The geoid height was determined by GEOID03.
 RJ1069
 RJ1069;                    North         East     Units Scale Factor Converg.
 RJ1069;SPC MI N     -   187,180.167 8,194,803.178   MT  0.99990644   +1 49 57.7
 RJ1069;SPC MI N     -   614,108.16 26,885,837.20   iFT  0.99990644   +1 49 57.7
 RJ1069;SPC MI C     -   347,046.570 5,992,486.814   MT  1.00025557   -0 04 08.6
 RJ1069;SPC MI C     - 1,138,604.23 19,660,389.81   iFT  1.00025557   -0 04 08.6
 RJ1069;UTM  16      - 5,145,995.677   694,773.573   MT  1.00006634   +1 50 16.7
 RJ1069
 RJ1069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1069!SPC MI N     -   0.99997671  x   0.99990644  =   0.99988316
 RJ1069!SPC MI C     -   0.99997671  x   1.00025557  =   1.00023228
 RJ1069!UTM  16      -   0.99997671  x   1.00006634  =   1.00004305
 RJ1069
 RJ1069:                Primary Azimuth Mark                     Grid Az
 RJ1069:SPC MI N     -  15 RIPLEY USLS 1893                      286 30 17.7
 RJ1069:SPC MI C     -  15 RIPLEY USLS 1893                      288 24 24.0
 RJ1069:UTM  16      -  15 RIPLEY USLS 1893                      286 29 58.7
 RJ1069
 RJ1069|---------------------------------------------------------------------|
 RJ1069| PID    Reference Object                     Distance      Geod. Az  |
 RJ1069|                                                           dddmmss.s |
 RJ1069| RJ1078 15 RIPLEY USLS 1893                 APPROX. 2.6 KM 2882015.4 |
 RJ1069| RJ1070 BRUSH POINT FRONT RANGE LIGHT       APPROX. 2.5 KM 3503403.4 |
 RJ1069|---------------------------------------------------------------------|
 RJ1069
 RJ1069                          SUPERSEDED SURVEY CONTROL
 RJ1069
 RJ1069  NAD 83(1986)-  46 26 21.88223(N)    084 27 51.87614(W) AD(       ) 3
 RJ1069  NAD 27      -  46 26 21.81200(N)    084 27 51.71100(W) AD(       ) 3
 RJ1069
 RJ1069.Superseded values are not recommended for survey control.
 RJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1069.See file dsdata.txt to determine how the superseded data were derived.
 RJ1069
 RJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9477445996(NAD 83)
 RJ1069_MARKER: H = DRILL HOLE
 RJ1069_SETTING: 0 = UNSPECIFIED SETTING
 RJ1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1069
 RJ1069  HISTORY     - Date     Condition        Report By
 RJ1069  HISTORY     - 1895     MONUMENTED       USLS
 RJ1069  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ1069
 RJ1069                          STATION DESCRIPTION
 RJ1069
 RJ1069'DESCRIBED BY US LAKE SURVEY 1895
 RJ1069'ON SE SIDE OF MOSQUITO BAY, 1-3/4 MILES S OF BRUSH POINT REAR
 RJ1069'RANGE LIGHT, AT EDGE OF WOODS, 6 FEET BACK FROM WATER, AND 1 FOOT
 RJ1069'ABOVE WATER.
 RJ1069'
 RJ1069'STATION MARK IS A SHALLOW DRILL HOLE IN CENTER OF TRIANGLE CUT IN
 RJ1069'REDDISH SANDSTONE BRUIED IN GROUND WITH TOP FLUSH.  A 5-FOOT TRIPOD
 RJ1069'STAND OF 7-INCH ROUND POSTS IS BUILT OVER STATION MARK.
 RJ1069'
 RJ1069'STATION 17 (U S L S) 1893 WAS APPROXIMATELY 60 FEET NW OF THIS
 RJ1069'STATION AND IS APPARENTLY LOST BY BANK EROSION.
 RJ1069'
 RJ1069'DATE OF ESTABLISHMENT IS A GUESS.  EXACT DATE NOT KNOWN.
 RJ1069
 RJ1069                          STATION RECOVERY (1958)
 RJ1069
 RJ1069'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1069'STATION NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0356 ***********************************************************************
 MC0356  DESIGNATION -  18
 MC0356  PID         -  MC0356
 MC0356  STATE/COUNTY-  MI/MONROE
 MC0356  USGS QUAD   -  STONY POINT (1978)
 MC0356
 MC0356                         *CURRENT SURVEY CONTROL
 MC0356  ___________________________________________________________________
 MC0356* NAD 83(1986)-  41 56 28.     (N)    083 21 20.     (W)     SCALED    
 MC0356* NAVD 88     -       180.429  (meters)     591.96   (feet)  ADJUSTED  
 MC0356  ___________________________________________________________________
 MC0356  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC0356  DYNAMIC HT  -         180.365 (meters)     591.75  (feet)  COMP
 MC0356  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 MC0356
 MC0356  VERT ORDER  -  FIRST     CLASS I
 MC0356
 MC0356.The horizontal coordinates were scaled from a topographic map and have
 MC0356.an estimated accuracy of +/- 6 seconds.
 MC0356
 MC0356.The orthometric height was determined by differential leveling
 MC0356.and adjusted by the National Geodetic Survey in June 1991..
 MC0356.WARNING-Repeat measurements at this control monument indicate possible
 MC0356.vertical movement.
 MC0356
 MC0356.The geoid height was determined by GEOID03.
 MC0356
 MC0356.The dynamic height is computed by dividing the NAVD 88
 MC0356.geopotential number by the normal gravity value computed on the
 MC0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0356.degrees latitude (g = 980.6199 gals.).
 MC0356
 MC0356.The modeled gravity was interpolated from observed gravity values.
 MC0356
 MC0356;                    North         East    Units  Estimated Accuracy
 MC0356;SPC MI S     -    49,500.    4,083,850.      MT  (+/- 180 meters Scaled)
 MC0356
 MC0356                          SUPERSEDED SURVEY CONTROL
 MC0356
 MC0356  NGVD 29 (??/??/92)  180.594  (m)          592.50   (f) ADJ UNCH    1 1
 MC0356
 MC0356.Superseded values are not recommended for survey control.
 MC0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0356.See file dsdata.txt to determine how the superseded data were derived.
 MC0356
 MC0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG047459(NAD 83)
 MC0356_MARKER: DD = SURVEY DISK
 MC0356_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 MC0356_SP_SET: BRIDGE HEADWALL
 MC0356_STAMPING: BENCH MARK ELEV NO 18 USC AND G 1899
 MC0356_MARK LOGO: DTSRR 
 MC0356_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC0356+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1992
 MC0356
 MC0356  HISTORY     - Date     Condition        Report By
 MC0356  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0356  HISTORY     - 1968     GOOD             NGS
 MC0356  HISTORY     - 19920328 POOR             LOCENG
 MC0356  HISTORY     - 19920328 POOR             LOCENG
 MC0356
 MC0356                          STATION DESCRIPTION
 MC0356
 MC0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0356'2.2 MI NE FROM MONROE.
 MC0356'ABOUT 2.2 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0356'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, ABOUT
 MC0356'0.1 MILE NORTHEAST OF MILEPOST 20, ABOUT 0.1 MILE SOUTHWEST OF
 MC0356'THE CROSSING OF HURD ROAD, SET ON THE TOP OF THE SOUTHWEST END
 MC0356'OF THE SOUTHEAST HEAD WALL OF A 50-FOOT CONCRETE BRIDGE OVER
 MC0356'SANDY CREEK, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 MC0356'NORTHBOUND TRACK, 2.1 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 MC0356'HEAD WALL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
 MC0356
 MC0356                          STATION RECOVERY (1992)
 MC0356
 MC0356'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DBW)
 MC0356'NO MARKINGS AND MOST OF DISK MISSING.  FOUND STEM OF BRASS DISK WITH
 MC0356'PUNCHHOLE INSIDE DEPRESSION IN CONCRETE.  LOCATED 2 FT (0.6 M)
 MC0356'NORTHEAST OF SOUTHEAST END OF SOUTHEAST HEADWALL FOR GRAND TRUNK
 MC0356'WESTERN RAILROAD BRIDGE (FORMERLY DTSRR) OVER SANDY CREEK.
 MC0356
 MC0356                          STATION RECOVERY (1992)
 MC0356
 MC0356'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (DBW)
 MC0356'NO MARKINGS AND MOST OF DISK MISSING.  FOUND STEM OF BRASS DISK WITH
 MC0356'PUNCHHOLE INSIDE DEPRESSION IN CONCRETE.  LOCATED 2 FT (0.6 M)
 MC0356'NORTHEAST OF SOUTHEAST END OF SOUTHEAST HEADWALL FOR GRAND TRUNK
 MC0356'WESTERN RAILROAD BRIDGE (FORMERLY DTSRR) OVER SANDY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0294 ***********************************************************************
 NF0294  DESIGNATION -  18
 NF0294  PID         -  NF0294
 NF0294  STATE/COUNTY-  MI/INGHAM
 NF0294  USGS QUAD   -  LANSING SOUTH (1973)
 NF0294
 NF0294                         *CURRENT SURVEY CONTROL
 NF0294  ___________________________________________________________________
 NF0294* NAD 83(1986)-  42 43 48.     (N)    084 30 26.     (W)     SCALED    
 NF0294* NAVD 88     -       252.80   (+/-2cm)     829.4    (feet)  VERTCON   
 NF0294  ___________________________________________________________________
 NF0294  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0294
 NF0294  VERT ORDER  -  ? (See Below)
 NF0294
 NF0294.The horizontal coordinates were scaled from a topographic map and have
 NF0294.an estimated accuracy of +/- 6 seconds.
 NF0294
 NF0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0294.The vertical order pertains to the NGVD 29 superseded value.
 NF0294
 NF0294.The geoid height was determined by GEOID03.
 NF0294
 NF0294;                    North         East    Units  Estimated Accuracy
 NF0294;SPC MI S     -   136,640.    3,988,490.      MT  (+/- 180 meters Scaled)
 NF0294
 NF0294                          SUPERSEDED SURVEY CONTROL
 NF0294
 NF0294  NGVD 29 (??/??/92)  252.937  (m)          829.84   (f) ADJ UNCH    ?  
 NF0294
 NF0294.Superseded values are not recommended for survey control.
 NF0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0294.See file dsdata.txt to determine how the superseded data were derived.
 NF0294
 NF0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN040338(NAD 83)
 NF0294_MARKER: B = BOLT
 NF0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0294+STABILITY: SURFACE MOTION
 NF0294
 NF0294  HISTORY     - Date     Condition        Report By
 NF0294  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0294  HISTORY     - 1932     GOOD             MISCOL
 NF0294
 NF0294                          STATION DESCRIPTION
 NF0294
 NF0294'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0294'AT EAST LANSING.
 NF0294'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0294'CAMPUS, ON THE ATHLETIC FIELD, 146 FEET NORTHWEST OF THE
 NF0294'SOUTHEAST CORNER OF THE GRANDSTAND, ADJACENT TO THE EAST CURB
 NF0294'OF THE RUNNING TRACK, AND 25 FEET NORTHWEST OF A CURVE IN THE
 NF0294'CURB.  A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6816 ***********************************************************************
 AA6816  DESIGNATION -  18 1
 AA6816  PID         -  AA6816
 AA6816  STATE/COUNTY-  MI/WAYNE
 AA6816  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6816
 AA6816                         *CURRENT SURVEY CONTROL
 AA6816  ___________________________________________________________________
 AA6816* NAD 83(1994)-  42 11 00.02102(N)    083 16 03.04755(W)     ADJUSTED  
 AA6816* NAVD 88     -       188.2    (meters)     617.     (feet)  GPS OBS   
 AA6816  ___________________________________________________________________
 AA6816  X           -     554,921.985 (meters)                     COMP
 AA6816  Y           -  -4,700,821.832 (meters)                     COMP
 AA6816  Z           -   4,260,818.898 (meters)                     COMP
 AA6816  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AA6816  ELLIP HEIGHT-         153.66  (meters)          (07/12/02) GPS OBS
 AA6816  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 AA6816
 AA6816  HORZ ORDER  -  FIRST
 AA6816  ELLP ORDER  -  FOURTH    CLASS I
 AA6816
 AA6816.The horizontal coordinates were established by GPS observations
 AA6816.and adjusted by the National Geodetic Survey in February 1997..
 AA6816
 AA6816.The orthometric height was determined by GPS observations and a
 AA6816.high-resolution geoid model.
 AA6816
 AA6816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6816
 AA6816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6816
 AA6816.The ellipsoidal height was determined by GPS observations
 AA6816.and is referenced to NAD 83.
 AA6816
 AA6816.The geoid height was determined by GEOID03.
 AA6816
 AA6816;                    North         East     Units Scale Factor Converg.
 AA6816;SPC MI S     -    76,497.178 4,090,799.553   MT  0.99998131   +0 44 52.8
 AA6816;SPC MI S     -   250,974.99 13,421,258.38   iFT  0.99998131   +0 44 52.8
 AA6816;UTM  17      - 4,672,621.344   312,745.079   MT  1.00003146   -1 31 23.1
 AA6816
 AA6816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6816!SPC MI S     -   0.99997590  x   0.99998131  =   0.99995721
 AA6816!UTM  17      -   0.99997590  x   1.00003146  =   1.00000736
 AA6816
 AA6816                          SUPERSEDED SURVEY CONTROL
 AA6816
 AA6816  ELLIP H (02/03/97)  153.70   (m)                       GP(       ) 4 1
 AA6816  NAD 83(1986)-  42 11 00.02838(N)    083 16 03.07620(W) AD(       ) 1
 AA6816
 AA6816.Superseded values are not recommended for survey control.
 AA6816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6816.See file dsdata.txt to determine how the superseded data were derived.
 AA6816
 AA6816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1274572621(NAD 83)
 AA6816_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6816_STAMPING: 18-1 1994
 AA6816_MARK LOGO: MI-163
 AA6816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6816+STABILITY: SURFACE MOTION
 AA6816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6816+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6816
 AA6816  HISTORY     - Date     Condition        Report By
 AA6816  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6816  HISTORY     - 20011006 MARK NOT FOUND   INDIV
 AA6816
 AA6816                          STATION DESCRIPTION
 AA6816
 AA6816'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6816'STATION IS LOCATED APPROXIMATELY 3 MILESWEST OF RIVERVIEW, MICHIGAN ON
 AA6816'PENNSYLVANIA ROAD AT TELEGRAPH ROAD. TO REACH FROM THE INTERSECTION OF
 AA6816'INTERSTATE I-75 AND SIBLEY ROAD PROCEED WEST ON SIBLEY ROAD FOR 1.0
 AA6816'MILESTO TELEGRAPH ROAD, THENCE GO NORTH ON TELEGRAPH ROAD FOR 1.0
 AA6816'MILESTO PENNSYLVANIA ROAD AND THE STATION AT THE SOUTHWEST QUADRANT.
 AA6816'THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12
 AA6816'INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE
 AA6816'OF PENNSYLVANIA ROAD IS N 0 E, 43.11 FEET, CENTERLINE OF TELEGRAPH IS
 AA6816'N 90 E, 78.31 FEET, A POLE IS S 25 E, 71.84 FEET,  A CENTERLINE OF
 AA6816'MANHOLE IS N 45 E, 9.27 FEET.
 AA6816
 AA6816                          STATION RECOVERY (2001)
 AA6816
 AA6816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6816'IF THE MARK REMAINS IT MUST BE WELL BELOW PRESENT GRADE. RECENT
 AA6816'CONSTRUCTION WORK HAS BEEN DONE IN THE AREA.
 AA6816' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6809 ***********************************************************************
 AA6809  DESIGNATION -  18 2
 AA6809  PID         -  AA6809
 AA6809  STATE/COUNTY-  MI/WAYNE
 AA6809  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6809
 AA6809                         *CURRENT SURVEY CONTROL
 AA6809  ___________________________________________________________________
 AA6809* NAD 83(1994)-  42 08 18.27259(N)    083 15 11.32588(W)     ADJUSTED  
 AA6809* NAVD 88     -       182.6    (meters)     599.     (feet)  GPS OBS   
 AA6809  ___________________________________________________________________
 AA6809  X           -     556,493.774 (meters)                     COMP
 AA6809  Y           -  -4,704,005.028 (meters)                     COMP
 AA6809  Z           -   4,257,115.574 (meters)                     COMP
 AA6809  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AA6809  ELLIP HEIGHT-         147.95  (meters)          (07/12/02) GPS OBS
 AA6809  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA6809
 AA6809  HORZ ORDER  -  FIRST
 AA6809  ELLP ORDER  -  FOURTH    CLASS I
 AA6809
 AA6809.The horizontal coordinates were established by GPS observations
 AA6809.and adjusted by the National Geodetic Survey in February 1997..
 AA6809
 AA6809.The orthometric height was determined by GPS observations and a
 AA6809.high-resolution geoid model.
 AA6809
 AA6809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6809
 AA6809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6809
 AA6809.The ellipsoidal height was determined by GPS observations
 AA6809.and is referenced to NAD 83.
 AA6809
 AA6809.The geoid height was determined by GEOID03.
 AA6809
 AA6809;                    North         East     Units Scale Factor Converg.
 AA6809;SPC MI S     -    71,522.603 4,092,052.336   MT  0.99999113   +0 45 28.0
 AA6809;SPC MI S     -   234,654.21 13,425,368.56   iFT  0.99999113   +0 45 28.0
 AA6809;UTM  17      - 4,667,600.827   313,799.844   MT  1.00002662   -1 30 43.6
 AA6809
 AA6809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6809!SPC MI S     -   0.99997680  x   0.99999113  =   0.99996793
 AA6809!UTM  17      -   0.99997680  x   1.00002662  =   1.00000342
 AA6809
 AA6809                          SUPERSEDED SURVEY CONTROL
 AA6809
 AA6809  ELLIP H (02/03/97)  147.99   (m)                       GP(       ) 4 1
 AA6809  NAD 83(1986)-  42 08 18.27998(N)    083 15 11.35503(W) AD(       ) 1
 AA6809
 AA6809.Superseded values are not recommended for survey control.
 AA6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6809.See file dsdata.txt to determine how the superseded data were derived.
 AA6809
 AA6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1380067601(NAD 83)
 AA6809_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6809_STAMPING: 18-2 1994
 AA6809_MARK LOGO: MI-163
 AA6809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6809+STABILITY: SURFACE MOTION
 AA6809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6809+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 AA6809
 AA6809  HISTORY     - Date     Condition        Report By
 AA6809  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6809  HISTORY     - 20010910 GOOD             INDIV
 AA6809  HISTORY     - 20030402 GOOD             INDIV
 AA6809  HISTORY     - 20050718 GOOD             ADVGEO
 AA6809
 AA6809                          STATION DESCRIPTION
 AA6809
 AA6809'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6809'STATION IS LOCATED APPROXIMATELY 3.0 MILESNORTH OF FLAT ROCK, MICHIGAN
 AA6809'ON WEST ROAD ABOUT 1/2 MILE WEST OF I-75. TO REACH FROM THE
 AA6809'INTERSECTION OF INTERSTATE I-75 AND WEST ROAD (EXIT 32), PROCEED WEST
 AA6809'ON WEST ROAD FOR 0.55 MILESTO FAIRWAY STREET AND THE STATION ON THE
 AA6809'RIGHT ON THE EXTENDED CENTERLINE OF FAIRWAY STREET. THE STATION IS A
 AA6809'BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER
 AA6809'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF WEST ROAD
 AA6809'IS S 0 E, 35.09 FEET, SOUTH EDGE OF WALK IS N 0 W, 18.04 FEET,
 AA6809'CENTERLINE OF HYDRANT IS S 85 E, 36.74 FEET,  CENTERLINE OF MANHOLE IS
 AA6809'N 50 W, 34.65 FEET.
 AA6809
 AA6809                          STATION RECOVERY (2001)
 AA6809
 AA6809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6809'THE REFERENCES TO THE HYDRANT, WALK AND MANHOLE CONTINUE TO BE VALID.
 AA6809
 AA6809                          STATION RECOVERY (2003)
 AA6809
 AA6809'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6809'RECOVERED IN GOOD CONDITION.
 AA6809
 AA6809                          STATION RECOVERY (2005)
 AA6809
 AA6809'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA6809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0626 ***********************************************************************
 NE0626  DESIGNATION -  18 250 C OF D
 NE0626  PID         -  NE0626
 NE0626  STATE/COUNTY-  MI/WAYNE
 NE0626  USGS QUAD   -  DETROIT (1980)
 NE0626
 NE0626                         *CURRENT SURVEY CONTROL
 NE0626  ___________________________________________________________________
 NE0626* NAD 83(1986)-  42 18 35.     (N)    083 05 06.     (W)     SCALED    
 NE0626* NAVD 88     -       177.155  (meters)     581.22   (feet)  ADJUSTED  
 NE0626  ___________________________________________________________________
 NE0626  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0626  DYNAMIC HT  -         177.102 (meters)     581.04  (feet)  COMP
 NE0626  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 NE0626
 NE0626  VERT ORDER  -  FIRST     CLASS 0
 NE0626
 NE0626.The horizontal coordinates were scaled from a topographic map and have
 NE0626.an estimated accuracy of +/- 6 seconds.
 NE0626
 NE0626.The orthometric height was determined by differential leveling
 NE0626.and adjusted by the National Geodetic Survey in June 1991..
 NE0626.WARNING-Repeat measurements at this control monument indicate possible
 NE0626.vertical movement.
 NE0626
 NE0626.The geoid height was determined by GEOID03.
 NE0626
 NE0626.The dynamic height is computed by dividing the NAVD 88
 NE0626.geopotential number by the normal gravity value computed on the
 NE0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0626.degrees latitude (g = 980.6199 gals.).
 NE0626
 NE0626.The modeled gravity was interpolated from observed gravity values.
 NE0626
 NE0626;                    North         East    Units  Estimated Accuracy
 NE0626;SPC MI S     -    90,750.    4,105,660.      MT  (+/- 180 meters Scaled)
 NE0626
 NE0626                          SUPERSEDED SURVEY CONTROL
 NE0626
 NE0626  NGVD 29 (??/??/??)  177.331  (m)          581.79   (f) ADJUSTED    1 0
 NE0626
 NE0626.Superseded values are not recommended for survey control.
 NE0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0626.See file dsdata.txt to determine how the superseded data were derived.
 NE0626
 NE0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG281862(NAD 83)
 NE0626_MARKER: DD = SURVEY DISK
 NE0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0626_SP_SET: CONCRETE MONUMENT
 NE0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0626
 NE0626  HISTORY     - Date     Condition        Report By
 NE0626  HISTORY     - UNK      MONUMENTED       MI1260
 NE0626  HISTORY     - 1970     GOOD             USLS
 NE0626  HISTORY     - 1980     GOOD             NGS
 NE0626
 NE0626                          STATION DESCRIPTION
 NE0626
 NE0626'DESCRIBED BY US LAKE SURVEY 1970
 NE0626'AT DETROIT.
 NE0626'BM CITY 18 250, A BENCH MARK ESTABLISHED BY THE CITY OF DETROIT, IS IN
 NE0626'THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, ON THE
 NE0626'NORTHEAST CORNER OF SCOTTEN AND JEFFERSON AVENUES, IN THE
 NE0626'SIDEWALK, 7.8 FEET FROM THE SCOTTEN AVENUE CURB, 5.8 FEET FROM
 NE0626'THE JEFFERSON AVENUE CURB, UNDER AN 8-INCH HAND HOLE COVER, IN A
 NE0626'WELL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 NE0626'SET INTO THE CONCRETE MONUMENT.
 NE0626
 NE0626                          STATION RECOVERY (1980)
 NE0626
 NE0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0626'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND SCOTTEN
 NE0626'STREET, 2.4 METERS (7.8 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 NE0626'SCOTTEN STREET, 1.8 METERS (5.8 FEET) NORTHWEST OF THE NORTHWEST
 NE0626'CURB OF WEST JEFFERSON AVENUE AND ACCESS IS THRU A 6-INCH COVER
 NE0626'WHICH HAS TO BE TRUNED TO OPEN. NOTE THE DISK IS PARTLY COVERED
 NE0626'WITH THE CONCRETE PROTECTION PIPE, CAUTION SHOULD BE TAKEN ON HOLDING
 NE0626'ELEVATION ON THIS MARK.
 NE0626'THE MARK IS 0.15 M BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0194 ***********************************************************************
 NF0194  DESIGNATION -  18 H 1
 NF0194  PID         -  NF0194
 NF0194  STATE/COUNTY-  MI/CALHOUN
 NF0194  USGS QUAD   -  SOUTHWEST ALBION (1980)
 NF0194
 NF0194                         *CURRENT SURVEY CONTROL
 NF0194  ___________________________________________________________________
 NF0194* NAD 83(1986)-  42 09 33.     (N)    084 49 18.     (W)     SCALED    
 NF0194* NAVD 88     -       307.120  (meters)    1007.61   (feet)  ADJUSTED  
 NF0194  ___________________________________________________________________
 NF0194  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF0194  DYNAMIC HT  -         307.012 (meters)    1007.26  (feet)  COMP
 NF0194  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 NF0194
 NF0194  VERT ORDER  -  SECOND    CLASS 0
 NF0194
 NF0194.The horizontal coordinates were scaled from a topographic map and have
 NF0194.an estimated accuracy of +/- 6 seconds.
 NF0194
 NF0194.The orthometric height was determined by differential leveling
 NF0194.and adjusted by the National Geodetic Survey in June 1991..
 NF0194
 NF0194.The geoid height was determined by GEOID03.
 NF0194
 NF0194.The dynamic height is computed by dividing the NAVD 88
 NF0194.geopotential number by the normal gravity value computed on the
 NF0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0194.degrees latitude (g = 980.6199 gals.).
 NF0194
 NF0194.The modeled gravity was interpolated from observed gravity values.
 NF0194
 NF0194;                    North         East    Units  Estimated Accuracy
 NF0194;SPC MI S     -    73,320.    3,962,400.      MT  (+/- 180 meters Scaled)
 NF0194
 NF0194                          SUPERSEDED SURVEY CONTROL
 NF0194
 NF0194  NGVD 29 (??/??/92)  307.246  (m)         1008.02   (f) ADJ UNCH    2 0
 NF0194
 NF0194.Superseded values are not recommended for survey control.
 NF0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0194.See file dsdata.txt to determine how the superseded data were derived.
 NF0194
 NF0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM799697(NAD 83)
 NF0194_MARKER: DD = SURVEY DISK
 NF0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0194_STAMPING: 18 H 1
 NF0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0194+STABILITY: SURFACE MOTION
 NF0194
 NF0194  HISTORY     - Date     Condition        Report By
 NF0194  HISTORY     - UNK      MONUMENTED       MIGS
 NF0194  HISTORY     - 1934     GOOD             NGS
 NF0194  HISTORY     - 20011128 GOOD             NGS
 NF0194  HISTORY     - 20050623 GOOD             MIDT
 NF0194
 NF0194                          STATION DESCRIPTION
 NF0194
 NF0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0194'1.4 MI N FROM HOMER.
 NF0194'1.4 MILES NORTH ALONG A TOWN-LINE ROAD FROM HOMER, CALHOUN
 NF0194'COUNTY, 0.7 MILE EAST OF THE INTERSECTION WITH COUNTY HIGHWAY
 NF0194'555, 111 YARDS WEST OF THE INTERSECTION WITH AN OLD RAILROAD
 NF0194'GRADE, 15 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE FARMHOUSE
 NF0194'OF A.H. THOMAS, 12 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NF0194'AND 2.6 FEET NORTH OF THE SOUTHEAST CORNER OF A FENCE SURROUNDING
 NF0194'A GARDEN.  A STATE SURVEY STANDARD DISK, STAMPED 18 H 1 AND SET
 NF0194'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NF0194
 NF0194                          STATION RECOVERY (2001)
 NF0194
 NF0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0194'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0194
 NF0194                          STATION RECOVERY (2005)
 NF0194
 NF0194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (GRH)
 NF0194'THE STATION IS LOCATED 16.1 KM SOUTHEAST OF MARSHALL, 15.7 KM
 NF0194'EAST-NORTHEAST OF TEKONSHA, 14.7 KM WEST OF CONCORD AND 11.3 KM
 NF0194'SOUTH-SOUTHWEST OF ALBION.
 NF0194'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS M 60 (W
 NF0194'LEIGH ST) AND M 99 (N HILLSDALE ST) IN HOMER, GO WESTERLY ON M 60 FOR
 NF0194'0.8 KM TO THE INTERSECTION OF 24 1/2 MILE RD.  TURN RIGHT AND GO
 NF0194'NORTHERLY ON 24 1/2 MILE RD FOR 1.3 KM TO THE INTERSECTION OF L DRIVE
 NF0194'SOUTH, TURN LEFT AND GO WESTERLY ON L DRIVE SOUTH FOR 0.2 KM TO THE
 NF0194'STATION ON THE RIGHT.
 NF0194'THE STATION IS LOCATED 198 M WEST OF 24 1/2 MILE RD, 10.1 M NORTH OF
 NF0194'CENTERLINE OF L DRIVE SOUTH, 4.3 M WEST OF THE CENTERLINE OF DRIVEWAY
 NF0194'LEADING TO HOUSE NUMBER 24405 AND 2.3 M SOUTH OF A 0.8 M IN DIAMETER
 NF0194'MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0198 ***********************************************************************
 NF0198  DESIGNATION -  18 J 1
 NF0198  PID         -  NF0198
 NF0198  STATE/COUNTY-  MI/CALHOUN
 NF0198  USGS QUAD   -  SOUTHWEST ALBION (1980)
 NF0198
 NF0198                         *CURRENT SURVEY CONTROL
 NF0198  ___________________________________________________________________
 NF0198* NAD 83(1986)-  42 08 45.     (N)    084 48 33.     (W)     SCALED    
 NF0198* NAVD 88     -       302.978  (meters)     994.02   (feet)  ADJUSTED  
 NF0198  ___________________________________________________________________
 NF0198  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF0198  DYNAMIC HT  -         302.871 (meters)     993.67  (feet)  COMP
 NF0198  MODELED GRAV-     980,259.3   (mgal)                       NAVD 88
 NF0198
 NF0198  VERT ORDER  -  SECOND    CLASS 0
 NF0198
 NF0198.The horizontal coordinates were scaled from a topographic map and have
 NF0198.an estimated accuracy of +/- 6 seconds.
 NF0198
 NF0198.The orthometric height was determined by differential leveling
 NF0198.and adjusted by the National Geodetic Survey in June 1991..
 NF0198
 NF0198.The geoid height was determined by GEOID03.
 NF0198
 NF0198.The dynamic height is computed by dividing the NAVD 88
 NF0198.geopotential number by the normal gravity value computed on the
 NF0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0198.degrees latitude (g = 980.6199 gals.).
 NF0198
 NF0198.The modeled gravity was interpolated from observed gravity values.
 NF0198
 NF0198;                    North         East    Units  Estimated Accuracy
 NF0198;SPC MI S     -    71,840.    3,963,420.      MT  (+/- 180 meters Scaled)
 NF0198
 NF0198                          SUPERSEDED SURVEY CONTROL
 NF0198
 NF0198  NGVD 29 (??/??/92)  303.103  (m)          994.43   (f) ADJ UNCH    2 0
 NF0198
 NF0198.Superseded values are not recommended for survey control.
 NF0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0198.See file dsdata.txt to determine how the superseded data were derived.
 NF0198
 NF0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM810682(NAD 83)
 NF0198_MARKER: DD = SURVEY DISK
 NF0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0198_SP_SET: CONCRETE POST
 NF0198_STAMPING: 18 J 1
 NF0198_MARK LOGO: MIGS  
 NF0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0198+STABILITY: SURFACE MOTION
 NF0198
 NF0198  HISTORY     - Date     Condition        Report By
 NF0198  HISTORY     - UNK      MONUMENTED       MIGS
 NF0198  HISTORY     - 1934     GOOD             NGS
 NF0198  HISTORY     - 19920401 POOR             LOCENG
 NF0198  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0198
 NF0198                          STATION DESCRIPTION
 NF0198
 NF0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0198'AT HOMER.
 NF0198'AT HOMER, CALHOUN COUNTY, AT THE INTERSECTION OF WEST MAIN AND
 NF0198'HILLSDALE STREETS, IN THE PARK, 3 YARDS WEST OF THE WEST FACE
 NF0198'OF THE FOUNTAIN, 4 YARDS SOUTH OF A FLAGPOLE, AND 9 YARDS
 NF0198'NORTHEAST OF A HARD MAPLE TREE.  A STATE SURVEY STANDARD DISK,
 NF0198'STAMPED 18 J 1 AND SET IN THE TOP OF A CONCRETE POST.
 NF0198
 NF0198                          STATION RECOVERY (1992)
 NF0198
 NF0198'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF0198'RECOVERED IN POOR CONDITION.  NOTE--MARK HAS BEEN PAINTED MANY TIMES
 NF0198'AND REPORTED MOVED MANY TIMES.  USE WITH CAUTION.
 NF0198
 NF0198                          STATION RECOVERY (2001)
 NF0198
 NF0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0198'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0203 ***********************************************************************
 NF0203  DESIGNATION -  18 P 1
 NF0203  PID         -  NF0203
 NF0203  STATE/COUNTY-  MI/HILLSDALE
 NF0203  USGS QUAD   -  LITCHFIELD (1980)
 NF0203
 NF0203                         *CURRENT SURVEY CONTROL
 NF0203  ___________________________________________________________________
 NF0203* NAD 83(1986)-  42 04 20.     (N)    084 46 22.     (W)     SCALED    
 NF0203* NAVD 88     -       309.400  (meters)    1015.09   (feet)  ADJUSTED  
 NF0203  ___________________________________________________________________
 NF0203  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF0203  DYNAMIC HT  -         309.288 (meters)    1014.72  (feet)  COMP
 NF0203  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 NF0203
 NF0203  VERT ORDER  -  SECOND    CLASS 0
 NF0203
 NF0203.The horizontal coordinates were scaled from a topographic map and have
 NF0203.an estimated accuracy of +/- 6 seconds.
 NF0203
 NF0203.The orthometric height was determined by differential leveling
 NF0203.and adjusted by the National Geodetic Survey in June 1991..
 NF0203
 NF0203.The geoid height was determined by GEOID03.
 NF0203
 NF0203.The dynamic height is computed by dividing the NAVD 88
 NF0203.geopotential number by the normal gravity value computed on the
 NF0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0203.degrees latitude (g = 980.6199 gals.).
 NF0203
 NF0203.The modeled gravity was interpolated from observed gravity values.
 NF0203
 NF0203;                    North         East    Units  Estimated Accuracy
 NF0203;SPC MI S     -    63,640.    3,966,390.      MT  (+/- 180 meters Scaled)
 NF0203
 NF0203                          SUPERSEDED SURVEY CONTROL
 NF0203
 NF0203  NGVD 29 (??/??/92)  309.520  (m)         1015.48   (f) ADJ UNCH    2 0
 NF0203
 NF0203.Superseded values are not recommended for survey control.
 NF0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0203.See file dsdata.txt to determine how the superseded data were derived.
 NF0203
 NF0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM842601(NAD 83)
 NF0203_MARKER: DD = SURVEY DISK
 NF0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0203_STAMPING: 18 P 1
 NF0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0203+STABILITY: SURFACE MOTION
 NF0203
 NF0203  HISTORY     - Date     Condition        Report By
 NF0203  HISTORY     - UNK      MONUMENTED       MIGS
 NF0203  HISTORY     - 1934     GOOD             NGS
 NF0203
 NF0203                          STATION DESCRIPTION
 NF0203
 NF0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0203'2.5 MI N FROM LITCHFIELD.
 NF0203'2.5 MILES NORTH ALONG A COUNTY ROAD FROM THE NEW YORK CENTRAL
 NF0203'RAILROAD STATION AT LITCHFIELD, HILLSDALE COUNTY, 150 YARDS
 NF0203'NORTHEAST OF THE CROSSING OF A COUNTY-LINE ROAD AND THE NEW
 NF0203'YORK CENTRAL RAILROAD, ON THE FARM OWNED BY ANNIE WOLLUM, 82
 NF0203'YARDS EAST OF THE EAST RAIL, 19.5 YARDS WEST OF THE NORTH
 NF0203'CORNER OF A BARN, 13 YARDS SOUTH OF THE NORTHEAST CORNER OF
 NF0203'AN ORCHARD, AND 2 FEET WEST OF BARNYARD FENCE.  A STATE SURVEY
 NF0203'STANDARD DISK, STAMPED 18 P 1 AND SET IN THE TOP OF A CONCRETE
 NF0203'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0486 ***********************************************************************
 NF0486  DESIGNATION -  180 1/2
 NF0486  PID         -  NF0486
 NF0486  STATE/COUNTY-  MI/CALHOUN
 NF0486  USGS QUAD   -  BATTLE CREEK (1985)
 NF0486
 NF0486                         *CURRENT SURVEY CONTROL
 NF0486  ___________________________________________________________________
 NF0486* NAD 83(1986)-  42 21 13.     (N)    085 07 50.     (W)     SCALED    
 NF0486* NAVD 88     -       257.119  (meters)     843.56   (feet)  ADJUSTED  
 NF0486  ___________________________________________________________________
 NF0486  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0486  DYNAMIC HT  -         257.037 (meters)     843.30  (feet)  COMP
 NF0486  MODELED GRAV-     980,295.5   (mgal)                       NAVD 88
 NF0486
 NF0486  VERT ORDER  -  SECOND    CLASS 0
 NF0486
 NF0486.The horizontal coordinates were scaled from a topographic map and have
 NF0486.an estimated accuracy of +/- 6 seconds.
 NF0486
 NF0486.The orthometric height was determined by differential leveling
 NF0486.and adjusted by the National Geodetic Survey in June 1991..
 NF0486
 NF0486.The geoid height was determined by GEOID03.
 NF0486
 NF0486.The dynamic height is computed by dividing the NAVD 88
 NF0486.geopotential number by the normal gravity value computed on the
 NF0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0486.degrees latitude (g = 980.6199 gals.).
 NF0486
 NF0486.The modeled gravity was interpolated from observed gravity values.
 NF0486
 NF0486;                    North         East    Units  Estimated Accuracy
 NF0486;SPC MI S     -    95,100.    3,937,070.      MT  (+/- 180 meters Scaled)
 NF0486
 NF0486                          SUPERSEDED SURVEY CONTROL
 NF0486
 NF0486  NGVD 29 (??/??/92)  257.249  (m)          843.99   (f) ADJ UNCH    2 0
 NF0486
 NF0486.Superseded values are not recommended for survey control.
 NF0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0486.See file dsdata.txt to determine how the superseded data were derived.
 NF0486
 NF0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM539907(NAD 83)
 NF0486_MARKER: B = BOLT
 NF0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0486_STAMPING: 180-1/2
 NF0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0486+STABILITY: SURFACE MOTION
 NF0486
 NF0486  HISTORY     - Date     Condition        Report By
 NF0486  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0486  HISTORY     - 1934     GOOD             NGS
 NF0486  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0486
 NF0486                          STATION DESCRIPTION
 NF0486
 NF0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0486'4.5 MI NE FROM BATTLE CREEK.
 NF0486'4.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0486'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0486'COUNTY, 1.6 MILES NORTHEAST OF THE VERONA ROAD CROSSING, 0.5
 NF0486'MILE NORTHEAST OF MILEPOST C 180, WEST OF POWER-TRANSMISSION
 NF0486'LINE POLE 105, 14.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 NF0486'THE NORTHWEST TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A
 NF0486'COPPER BOLT, STAMPED 180-1/2 AND SET IN THE TOP OF A CONCRETE
 NF0486'POST.
 NF0486
 NF0486                          STATION RECOVERY (1997)
 NF0486
 NF0486'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0484 ***********************************************************************
 NF0484  DESIGNATION -  181 1/2
 NF0484  PID         -  NF0484
 NF0484  STATE/COUNTY-  MI/CALHOUN
 NF0484  USGS QUAD   -  CERESCO (1985)
 NF0484
 NF0484                         *CURRENT SURVEY CONTROL
 NF0484  ___________________________________________________________________
 NF0484* NAD 83(1986)-  42 21 53.     (N)    085 07 05.     (W)     SCALED    
 NF0484* NAVD 88     -       252.742  (meters)     829.20   (feet)  ADJUSTED  
 NF0484  ___________________________________________________________________
 NF0484  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0484  DYNAMIC HT  -         252.661 (meters)     828.94  (feet)  COMP
 NF0484  MODELED GRAV-     980,294.8   (mgal)                       NAVD 88
 NF0484
 NF0484  VERT ORDER  -  SECOND    CLASS 0
 NF0484
 NF0484.The horizontal coordinates were scaled from a topographic map and have
 NF0484.an estimated accuracy of +/- 6 seconds.
 NF0484
 NF0484.The orthometric height was determined by differential leveling
 NF0484.and adjusted by the National Geodetic Survey in June 1991..
 NF0484
 NF0484.The geoid height was determined by GEOID03.
 NF0484
 NF0484.The dynamic height is computed by dividing the NAVD 88
 NF0484.geopotential number by the normal gravity value computed on the
 NF0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0484.degrees latitude (g = 980.6199 gals.).
 NF0484
 NF0484.The modeled gravity was interpolated from observed gravity values.
 NF0484
 NF0484;                    North         East    Units  Estimated Accuracy
 NF0484;SPC MI S     -    96,330.    3,938,110.      MT  (+/- 180 meters Scaled)
 NF0484
 NF0484                          SUPERSEDED SURVEY CONTROL
 NF0484
 NF0484  NGVD 29 (??/??/92)  252.874  (m)          829.64   (f) ADJ UNCH    2 0
 NF0484
 NF0484.Superseded values are not recommended for survey control.
 NF0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0484.See file dsdata.txt to determine how the superseded data were derived.
 NF0484
 NF0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM549919(NAD 83)
 NF0484_MARKER: B = BOLT
 NF0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0484_STAMPING: 181-1/2
 NF0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0484+STABILITY: SURFACE MOTION
 NF0484
 NF0484  HISTORY     - Date     Condition        Report By
 NF0484  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0484  HISTORY     - 1934     GOOD             NGS
 NF0484  HISTORY     - 1964     GOOD             NGS
 NF0484  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0484
 NF0484                          STATION DESCRIPTION
 NF0484
 NF0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0484'5.5 MI NE FROM BATTLE CREEK.
 NF0484'5.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0484'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0484'COUNTY, 0.5 MILE NORTHEAST OF MILEPOST C 181, 165 YARDS NORTHEAST
 NF0484'OF THE NORTHEAST ABUTMENT OF BRIDGE 181.40, 27.8 FEET NORTHWEST
 NF0484'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 5 FEET LOWER
 NF0484'THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 181-1/2 AND
 NF0484'SET IN THE TOP OF A CONCRETE POST.
 NF0484
 NF0484                          STATION RECOVERY (1964)
 NF0484
 NF0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NF0484'RECOVERED IN GOOD CONDITION.
 NF0484
 NF0484                          STATION RECOVERY (1997)
 NF0484
 NF0484'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0482 ***********************************************************************
 NF0482  DESIGNATION -  183 1/2
 NF0482  PID         -  NF0482
 NF0482  STATE/COUNTY-  MI/CALHOUN
 NF0482  USGS QUAD   -  BELLEVUE (1985)
 NF0482
 NF0482                         *CURRENT SURVEY CONTROL
 NF0482  ___________________________________________________________________
 NF0482* NAD 83(1986)-  42 22 43.     (N)    085 05 06.     (W)     SCALED    
 NF0482* NAVD 88     -       259.243  (meters)     850.53   (feet)  ADJUSTED  
 NF0482  ___________________________________________________________________
 NF0482  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NF0482  DYNAMIC HT  -         259.160 (meters)     850.26  (feet)  COMP
 NF0482  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 NF0482
 NF0482  VERT ORDER  -  SECOND    CLASS 0
 NF0482
 NF0482.The horizontal coordinates were scaled from a topographic map and have
 NF0482.an estimated accuracy of +/- 6 seconds.
 NF0482
 NF0482.The orthometric height was determined by differential leveling
 NF0482.and adjusted by the National Geodetic Survey in June 1991..
 NF0482
 NF0482.The geoid height was determined by GEOID03.
 NF0482
 NF0482.The dynamic height is computed by dividing the NAVD 88
 NF0482.geopotential number by the normal gravity value computed on the
 NF0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0482.degrees latitude (g = 980.6199 gals.).
 NF0482
 NF0482.The modeled gravity was interpolated from observed gravity values.
 NF0482
 NF0482;                    North         East    Units  Estimated Accuracy
 NF0482;SPC MI S     -    97,850.    3,940,840.      MT  (+/- 180 meters Scaled)
 NF0482
 NF0482                          SUPERSEDED SURVEY CONTROL
 NF0482
 NF0482  NGVD 29 (??/??/92)  259.371  (m)          850.95   (f) ADJ UNCH    2 0
 NF0482
 NF0482.Superseded values are not recommended for survey control.
 NF0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0482.See file dsdata.txt to determine how the superseded data were derived.
 NF0482
 NF0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM576935(NAD 83)
 NF0482_MARKER: B = BOLT
 NF0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0482_STAMPING: 183-1/2
 NF0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0482+STABILITY: SURFACE MOTION
 NF0482
 NF0482  HISTORY     - Date     Condition        Report By
 NF0482  HISTORY     - 1934     MONUMENTED       GTWRR
 NF0482  HISTORY     - 1934     GOOD             NGS
 NF0482  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0482
 NF0482                          STATION DESCRIPTION
 NF0482
 NF0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0482'7.5 MI NE FROM BATTLE CREEK.
 NF0482'7.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0482'FROM THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK,
 NF0482'CALHOUN COUNTY, 1.0 MILE NORTHEAST OF THE PENFIELD CROSSING,
 NF0482'0.5 MILE NORTHEAST OF MILEPOST C 183, 26 YARDS SOUTHWEST OF
 NF0482'POWER-TRANSMISSION LINE POLE 100, 14.8 FEET NORTHWEST OF THE
 NF0482'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 1 FOOT LOWER THAN THE
 NF0482'TOP OF THE RAIL.  A COPPER BOLT, STAMPED 183-1/2 AND SET IN THE
 NF0482'TOP OF A CONCRETE POST.
 NF0482
 NF0482                          STATION RECOVERY (1997)
 NF0482
 NF0482'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0481 ***********************************************************************
 NF0481  DESIGNATION -  184 1/2
 NF0481  PID         -  NF0481
 NF0481  STATE/COUNTY-  MI/CALHOUN
 NF0481  USGS QUAD   -  BELLEVUE (1985)
 NF0481
 NF0481                         *CURRENT SURVEY CONTROL
 NF0481  ___________________________________________________________________
 NF0481* NAD 83(1986)-  42 23 24.     (N)    085 04 22.     (W)     SCALED    
 NF0481* NAVD 88     -       260.059  (meters)     853.21   (feet)  ADJUSTED  
 NF0481  ___________________________________________________________________
 NF0481  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF0481  DYNAMIC HT  -         259.975 (meters)     852.93  (feet)  COMP
 NF0481  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 NF0481
 NF0481  VERT ORDER  -  SECOND    CLASS 0
 NF0481
 NF0481.The horizontal coordinates were scaled from a topographic map and have
 NF0481.an estimated accuracy of +/- 6 seconds.
 NF0481
 NF0481.The orthometric height was determined by differential leveling
 NF0481.and adjusted by the National Geodetic Survey in June 1991..
 NF0481
 NF0481.The geoid height was determined by GEOID03.
 NF0481
 NF0481.The dynamic height is computed by dividing the NAVD 88
 NF0481.geopotential number by the normal gravity value computed on the
 NF0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0481.degrees latitude (g = 980.6199 gals.).
 NF0481
 NF0481.The modeled gravity was interpolated from observed gravity values.
 NF0481
 NF0481;                    North         East    Units  Estimated Accuracy
 NF0481;SPC MI S     -    99,100.    3,941,860.      MT  (+/- 180 meters Scaled)
 NF0481
 NF0481                          SUPERSEDED SURVEY CONTROL
 NF0481
 NF0481  NGVD 29 (??/??/92)  260.19   (m)          853.6    (f) COMPUTED    2 0
 NF0481
 NF0481.Superseded values are not recommended for survey control.
 NF0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0481.See file dsdata.txt to determine how the superseded data were derived.
 NF0481
 NF0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM586948(NAD 83)
 NF0481_MARKER: B = BOLT
 NF0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0481_STAMPING: 184-1/2
 NF0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0481+STABILITY: SURFACE MOTION
 NF0481
 NF0481  HISTORY     - Date     Condition        Report By
 NF0481  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0481  HISTORY     - 1934     GOOD             NGS
 NF0481  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0481
 NF0481                          STATION DESCRIPTION
 NF0481
 NF0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0481'8.5 MI NE FROM BATTLE CREEK.
 NF0481'8.5 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0481'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0481'COUNTY, 0.5 MILE NORTHEAST OF MILEPOST C 184, AT A PRIVATE ROAD
 NF0481'CROSSING, 26 YARDS NORTHEAST OF THE CENTERLINE OF THE ROAD,
 NF0481'10 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 NF0481'AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT,
 NF0481'STAMPED 184-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0481
 NF0481                          STATION RECOVERY (1997)
 NF0481
 NF0481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0216 ***********************************************************************
 RJ0216  DESIGNATION -  185
 RJ0216  PID         -  RJ0216
 RJ0216  STATE/COUNTY-  MI/CHIPPEWA
 RJ0216  USGS QUAD   -  OAK RIDGE (1976)
 RJ0216
 RJ0216                         *CURRENT SURVEY CONTROL
 RJ0216  ___________________________________________________________________
 RJ0216* NAD 83(1986)-  46 22 06.     (N)    084 09 54.     (W)     SCALED    
 RJ0216* NAVD 88     -       186.199  (meters)     610.89   (feet)  ADJUSTED  
 RJ0216  ___________________________________________________________________
 RJ0216  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0216  DYNAMIC HT  -         186.210 (meters)     610.92  (feet)  COMP
 RJ0216  MODELED GRAV-     980,665.8   (mgal)                       NAVD 88
 RJ0216
 RJ0216  VERT ORDER  -  FIRST     CLASS I
 RJ0216
 RJ0216.The horizontal coordinates were scaled from a topographic map and have
 RJ0216.an estimated accuracy of +/- 6 seconds.
 RJ0216
 RJ0216.The orthometric height was determined by differential leveling
 RJ0216.and adjusted by the National Geodetic Survey in June 1991..
 RJ0216
 RJ0216.The geoid height was determined by GEOID03.
 RJ0216
 RJ0216.The dynamic height is computed by dividing the NAVD 88
 RJ0216.geopotential number by the normal gravity value computed on the
 RJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0216.degrees latitude (g = 980.6199 gals.).
 RJ0216
 RJ0216.The modeled gravity was interpolated from observed gravity values.
 RJ0216
 RJ0216;                    North         East    Units  Estimated Accuracy
 RJ0216;SPC MI N     -   180,060.    8,218,080.      MT  (+/- 180 meters Scaled)
 RJ0216
 RJ0216                          SUPERSEDED SURVEY CONTROL
 RJ0216
 RJ0216  NGVD 29 (??/??/92)  186.184  (m)          610.84   (f) ADJ UNCH    1 1
 RJ0216
 RJ0216.Superseded values are not recommended for survey control.
 RJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0216.See file dsdata.txt to determine how the superseded data were derived.
 RJ0216
 RJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS180388(NAD 83)
 RJ0216_MARKER: Z = SEE DESCRIPTION
 RJ0216_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0216+WITH SETTING: INTO GROUND
 RJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0216+STABILITY: SURFACE MOTION
 RJ0216
 RJ0216  HISTORY     - Date     Condition        Report By
 RJ0216  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0216  HISTORY     - 1969     GOOD             USLS
 RJ0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0216
 RJ0216                          STATION DESCRIPTION
 RJ0216
 RJ0216'DESCRIBED BY US LAKE SURVEY 1969
 RJ0216'AT SUGAR ISLAND.
 RJ0216'185 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0216'DOCK PROCEED EAST 4.9 MILES ON PAVED ROD, TURN RIGHT, GO 1.6
 RJ0216'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0216'MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO
 RJ0216'2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST TO Y-INTERSECTION,
 RJ0216'TURN RIGHT, GO 2.3 MILES TO VICINITY OF MARK ON RIGHT, 97.0 FEET
 RJ0216'NORTH WEST OF UTILITY POLE NO. 206, 70.0 FEET SOUTHWEST OF
 RJ0216'UTILITY POLE NO. SU I 185, 57 FEET SOUTHEAST OF CENTERLINE OF
 RJ0216'ROAD, 54.8 FEET SOUTHEAST OF UTILITY POLE NO. 207, 1/2-FOOT
 RJ0216'BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A
 RJ0216'5/8-INCH DIAMETER IRON ROD, 7 FEET LONG.
 RJ0216
 RJ0216                          STATION RECOVERY (1983)
 RJ0216
 RJ0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0216'NOT RECOVERED, INADEQUATE DESCRIPTION, MEASUREMENTS AND DIRECTION
 RJ0216'REFERENCES DO NOT MATCH THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6815 ***********************************************************************
 AA6815  DESIGNATION -  185 190
 AA6815  PID         -  AA6815
 AA6815  STATE/COUNTY-  MI/WAYNE
 AA6815  USGS QUAD   -  WYANDOTTE (1981)
 AA6815
 AA6815                         *CURRENT SURVEY CONTROL
 AA6815  ___________________________________________________________________
 AA6815* NAD 83(1994)-  42 10 13.75827(N)    083 10 43.73932(W)     ADJUSTED  
 AA6815* NAVD 88     -       183.6    (meters)     602.     (feet)  GPS OBS   
 AA6815  ___________________________________________________________________
 AA6815  X           -     562,311.843 (meters)                     COMP
 AA6815  Y           -  -4,700,905.328 (meters)                     COMP
 AA6815  Z           -   4,259,757.885 (meters)                     COMP
 AA6815  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AA6815  ELLIP HEIGHT-         148.95  (meters)          (07/12/02) GPS OBS
 AA6815  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AA6815
 AA6815  HORZ ORDER  -  FIRST
 AA6815  ELLP ORDER  -  FOURTH    CLASS I
 AA6815
 AA6815.The horizontal coordinates were established by GPS observations
 AA6815.and adjusted by the National Geodetic Survey in February 1997..
 AA6815
 AA6815.The orthometric height was determined by GPS observations and a
 AA6815.high-resolution geoid model.
 AA6815
 AA6815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6815
 AA6815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6815
 AA6815.The ellipsoidal height was determined by GPS observations
 AA6815.and is referenced to NAD 83.
 AA6815
 AA6815.The geoid height was determined by GEOID03.
 AA6815
 AA6815;                    North         East     Units Scale Factor Converg.
 AA6815;SPC MI S     -    75,169.440 4,098,146.338   MT  0.99998406   +0 48 30.1
 AA6815;SPC MI S     -   246,618.90 13,445,362.00   iFT  0.99998406   +0 48 30.1
 AA6815;UTM  17      - 4,671,003.436   320,033.707   MT  0.99999853   -1 27 47.2
 AA6815
 AA6815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6815!SPC MI S     -   0.99997664  x   0.99998406  =   0.99996070
 AA6815!UTM  17      -   0.99997664  x   0.99999853  =   0.99997517
 AA6815
 AA6815                          SUPERSEDED SURVEY CONTROL
 AA6815
 AA6815  ELLIP H (02/03/97)  148.99   (m)                       GP(       ) 4 1
 AA6815  NAD 83(1986)-  42 10 13.76557(N)    083 10 43.76835(W) AD(       ) 1
 AA6815
 AA6815.Superseded values are not recommended for survey control.
 AA6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6815.See file dsdata.txt to determine how the superseded data were derived.
 AA6815
 AA6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2003471003(NAD 83)
 AA6815_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6815_STAMPING: 185-190 1960
 AA6815_MARK LOGO: MI-163
 AA6815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6815+STABILITY: SURFACE MOTION
 AA6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6815+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 AA6815
 AA6815  HISTORY     - Date     Condition        Report By
 AA6815  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6815  HISTORY     - 20010911 GOOD             INDIV
 AA6815  HISTORY     - 20030402 GOOD             INDIV
 AA6815  HISTORY     - 20050501 GOOD             INDIV
 AA6815  HISTORY     - 20050504 GOOD             INDIV
 AA6815
 AA6815                          STATION DESCRIPTION
 AA6815
 AA6815'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6815'STATION IS LOCATED IN RIVERVIEW, MICHIGAN ON SIBLEY ROAD AT THE SOUTH
 AA6815'END OF QUARRY STREET. TO REACH FROM THE INTERSECTION OF M-85 (FORT
 AA6815'STREET) AND SIBLEY ROAD PROCEED EAST ON SIBLEY ROAD FOR 0.5 MILESTO
 AA6815'QUARRY STREET AND AND THE STATION ON THE RIGHT JUST PAST THE EXTENDED
 AA6815'CENTERLINE OF QUARRY. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS
 AA6815'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT IN A CAST
 AA6815'IRON MONUMENT BOX SET FLUSH WITH THE SIDEWALK. THE MONUMENT IS IN THE
 AA6815'CENTER OF A SIDEWALK. CENTERLINE OF SIBLEY ROAD IS N 0 E, 29.0 FEET,
 AA6815'CENTERLINE OF QUARRY STREET EXTENDED SOUTH IS N 90 W, 36.0 FEET.
 AA6815
 AA6815                          STATION RECOVERY (2001)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6815'THE MARK WAS COVERED WITH 1 INCH OF DIRT AND VEGETATION.
 AA6815
 AA6815                          STATION RECOVERY (2003)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
 AA6815
 AA6815                          STATION RECOVERY (2005)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
 AA6815
 AA6815                          STATION RECOVERY (2005)
 AA6815
 AA6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0478 ***********************************************************************
 NF0478  DESIGNATION -  187 1/2
 NF0478  PID         -  NF0478
 NF0478  STATE/COUNTY-  MI/EATON
 NF0478  USGS QUAD   -  BELLEVUE (1985)
 NF0478
 NF0478                         *CURRENT SURVEY CONTROL
 NF0478  ___________________________________________________________________
 NF0478* NAD 83(1994)-  42 25 38.68688(N)    085 02 33.85122(W)     ADJUSTED  
 NF0478* NAVD 88     -       259.945  (meters)     852.84   (feet)  ADJUSTED  
 NF0478  ___________________________________________________________________
 NF0478  X           -     407,458.789 (meters)                     COMP
 NF0478  Y           -  -4,697,629.216 (meters)                     COMP
 NF0478  Z           -   4,280,919.106 (meters)                     COMP
 NF0478  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 NF0478  ELLIP HEIGHT-         226.17  (meters)          (07/12/02) GPS OBS
 NF0478  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF0478  DYNAMIC HT  -         259.861 (meters)     852.56  (feet)  COMP
 NF0478  MODELED GRAV-     980,293.6   (mgal)                       NAVD 88
 NF0478
 NF0478  HORZ ORDER  -  FIRST
 NF0478  VERT ORDER  -  SECOND    CLASS 0
 NF0478  ELLP ORDER  -  FOURTH    CLASS I
 NF0478
 NF0478.The horizontal coordinates were established by GPS observations
 NF0478.and adjusted by the National Geodetic Survey in December 1995..
 NF0478
 NF0478.The orthometric height was determined by differential leveling
 NF0478.and adjusted by the National Geodetic Survey in June 1991..
 NF0478
 NF0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0478
 NF0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0478
 NF0478.The ellipsoidal height was determined by GPS observations
 NF0478.and is referenced to NAD 83.
 NF0478
 NF0478.The geoid height was determined by GEOID03.
 NF0478
 NF0478.The dynamic height is computed by dividing the NAVD 88
 NF0478.geopotential number by the normal gravity value computed on the
 NF0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0478.degrees latitude (g = 980.6199 gals.).
 NF0478
 NF0478.The modeled gravity was interpolated from observed gravity values.
 NF0478
 NF0478;                    North         East     Units Scale Factor Converg.
 NF0478;SPC MI S     -   103,238.239 3,944,367.515   MT  0.99993858   -0 27 36.3
 NF0478;SPC MI S     -   338,708.13 12,940,838.30   iFT  0.99993858   -0 27 36.3
 NF0478;UTM  16      - 4,699,088.926   661,009.524   MT  0.99991897   +1 19 14.7
 NF0478
 NF0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0478!SPC MI S     -   0.99996453  x   0.99993858  =   0.99990311
 NF0478!UTM  16      -   0.99996453  x   0.99991897  =   0.99988350
 NF0478
 NF0478                          SUPERSEDED SURVEY CONTROL
 NF0478
 NF0478  ELLIP H (12/21/95)  226.19   (m)                       GP(       ) 4 1
 NF0478  NAVD 88 (12/21/95)  259.94   (m)          852.8    (f) LEVELING    3  
 NF0478  NGVD 29 (??/??/92)  260.07   (m)          853.2    (f) COMPUTED    2 0
 NF0478
 NF0478.Superseded values are not recommended for survey control.
 NF0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0478.See file dsdata.txt to determine how the superseded data were derived.
 NF0478
 NF0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6101099089(NAD 83)
 NF0478_MARKER: B = BOLT
 NF0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0478_STAMPING: 187 1/2
 NF0478_MARK LOGO: CGS   
 NF0478_MAGNETIC: I = MARKER IS A STEEL ROD
 NF0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0478+STABILITY: SURFACE MOTION
 NF0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0478+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 NF0478
 NF0478  HISTORY     - Date     Condition        Report By
 NF0478  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0478  HISTORY     - 1934     GOOD             NGS
 NF0478  HISTORY     - 19940919 GOOD             MIDT
 NF0478  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0478  HISTORY     - 20040810 GOOD             INDIV
 NF0478
 NF0478                          STATION DESCRIPTION
 NF0478
 NF0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0478'1.8 MI SW FROM BELLEVUE.
 NF0478'1.8 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0478'STATION AT BELLEVUE, EATON COUNTY, 0.5 MILE NORTHEAST OF MILEPOST
 NF0478'C 187, 20 YARDS NORTHEAST OF POWER-TRANSMISSION LINE POLE 190,
 NF0478'AT A PRIVATE ROAD CROSING, 33 YARDS NORTHEAST OF THE CENTERLINE
 NF0478'OF THE ROAD, 15 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE
 NF0478'NORTHWEST TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A COPPER
 NF0478'BOLT, STAMPED 187-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0478
 NF0478                          STATION RECOVERY (1994)
 NF0478
 NF0478'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 NF0478'STATION IS LOCATED IN QUAD 420852 ON THE BELLEVUE QUADRANGLE MAP.  IT
 NF0478'IS IN THE SOUTHWEST 1/4 SECTION 32, T-1-N, R-6-W, BELLEVUE TOWNSHIP.
 NF0478'ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF ASSYRIA, 1.5 MI (2.4 KM) SOUTHWEST
 NF0478'OF BELLEVUE, AND ON THE GRAND TRUNK WESTERN RAILROAD RIGHT-OF-WAY. TO
 NF0478'REACH FROM THE POST OFFICE IN BELLEVUE TRAVEL SOUTH ONE BLOCK ON MAIN
 NF0478'STREET TO CAPITAL.  TURN RIGHT AND TRAVEL WEST ON CAPITAL FOR 0.56 MI
 NF0478'(0.90 KM) TO SAND ROAD.  TURN LEFT AND GO SOUTH FOR 1.2 MI (1.9 KM) TO
 NF0478'A TWO-TRACK DRIVEWAY ON THE RIGHT (WEST) SIDE OF THE ROAD BY MAILBOX
 NF0478'FOR HOUSE NUMBER 9606.  BEAR RIGHT ONTO DRIVEWAY AND TRAVEL SOUTHEAST
 NF0478'FOR ABOUT 0.25 MI (0.40 KM) TO JUST BEFORE REACHING HOUSE. BEAR TO THE
 NF0478'RIGHT EAST PAST A WILD CHERRY TREE AND DOWN A GRASS LANE WHICH CUTS
 NF0478'THROUGH A CORN FIELD FOR 0.35 MI (0.56 KM) TO SOUTHEAST EDGE OF
 NF0478'RAILROAD GRADE AT A PRIVATE CROSSING.  STATION WAS DESCRIBED IN THE
 NF0478'OLD DESCRIPTION AS BEING A COPPER BOLT.  BUT IT IS ACTUALLY AN IRON
 NF0478'CONE TYPE DISK WHICH WAS EMBEDDED INTO THE TOP OF CONCRETE MONUMENT.
 NF0478'THE CONCRETE IS BADLY DETERIORATING SHOWING MOST OF THE DISK AND SOME
 NF0478'REBAR WHICH WAS EMBEDDED INTO THE MONUMENT TO RE-INFORCE THE CONCRETE.
 NF0478'THE DISK IS STAMPED 187 1/2.  IT IS 1.0 FT (0.3 M) SOUTHEAST FROM THE
 NF0478'NORTHWEST RIGHT-OF-WAY FENCE, ABOUT 100.0 FT (30.5 M) NORTHEAST FROM A
 NF0478'PRIVATE TRAIL ROAD CROSSING RAILROAD.  A CARSONITE MARKER POST WAS
 NF0478'PLACED BY THE MONUMENT.  DESCRIBED BY R.L. RAMSEY NGS GEODETIC ADVISOR
 NF0478'- MICHIGAN.
 NF0478
 NF0478                          STATION RECOVERY (2001)
 NF0478
 NF0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0478'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0478
 NF0478                          STATION RECOVERY (2004)
 NF0478
 NF0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0477 ***********************************************************************
 NF0477  DESIGNATION -  188 1/2
 NF0477  PID         -  NF0477
 NF0477  STATE/COUNTY-  MI/EATON
 NF0477  USGS QUAD   -  BELLEVUE (1985)
 NF0477
 NF0477                         *CURRENT SURVEY CONTROL
 NF0477  ___________________________________________________________________
 NF0477* NAD 83(1986)-  42 26 15.     (N)    085 01 47.     (W)     SCALED    
 NF0477* NAVD 88     -       264.562  (meters)     867.98   (feet)  ADJUSTED  
 NF0477  ___________________________________________________________________
 NF0477  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF0477  DYNAMIC HT  -         264.477 (meters)     867.71  (feet)  COMP
 NF0477  MODELED GRAV-     980,292.4   (mgal)                       NAVD 88
 NF0477
 NF0477  VERT ORDER  -  SECOND    CLASS 0
 NF0477
 NF0477.The horizontal coordinates were scaled from a topographic map and have
 NF0477.an estimated accuracy of +/- 6 seconds.
 NF0477
 NF0477.The orthometric height was determined by differential leveling
 NF0477.and adjusted by the National Geodetic Survey in June 1991..
 NF0477
 NF0477.The geoid height was determined by GEOID03.
 NF0477
 NF0477.The dynamic height is computed by dividing the NAVD 88
 NF0477.geopotential number by the normal gravity value computed on the
 NF0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0477.degrees latitude (g = 980.6199 gals.).
 NF0477
 NF0477.The modeled gravity was interpolated from observed gravity values.
 NF0477
 NF0477;                    North         East    Units  Estimated Accuracy
 NF0477;SPC MI S     -   104,350.    3,945,450.      MT  (+/- 180 meters Scaled)
 NF0477
 NF0477                          SUPERSEDED SURVEY CONTROL
 NF0477
 NF0477  NGVD 29 (??/??/92)  264.68   (m)          868.4    (f) COMPUTED    2 0
 NF0477
 NF0477.Superseded values are not recommended for survey control.
 NF0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0477.See file dsdata.txt to determine how the superseded data were derived.
 NF0477
 NF0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN620002(NAD 83)
 NF0477_MARKER: B = BOLT
 NF0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0477_STAMPING: 188-1/2
 NF0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0477+STABILITY: SURFACE MOTION
 NF0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0477+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 NF0477
 NF0477  HISTORY     - Date     Condition        Report By
 NF0477  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0477  HISTORY     - 1934     GOOD             NGS
 NF0477  HISTORY     - 20011128 GOOD             NGS
 NF0477  HISTORY     - 20040810 GOOD             INDIV
 NF0477
 NF0477                          STATION DESCRIPTION
 NF0477
 NF0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0477'0.8 MI SW FROM BELLEVUE.
 NF0477'0.8 MILE SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0477'THE STATION AT BELLEVUE, EATON COUNTY, 0.5 MILE NORTHEAST OF
 NF0477'MILEPOST C 188, AT A ROAD CROSSING, 85 YARDS NORTHEAST OF THE
 NF0477'CENTERLINE OF THE ROAD, 10 YARDS SOUTHEAST OF THE SOUTHEAST RAIL
 NF0477'OF THE SOUTHEAST TRACK, AND 1 FOOT LOWER THAN THE TOP OF THE
 NF0477'RAIL.  A COPPER BOLT, STAMPED 188-1/2 AND SET IN THE TOP OF A
 NF0477'CONCRETE POST.
 NF0477
 NF0477                          STATION RECOVERY (2001)
 NF0477
 NF0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0477'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0477
 NF0477                          STATION RECOVERY (2004)
 NF0477
 NF0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0474 ***********************************************************************
 NF0474  DESIGNATION -  189 1/2
 NF0474  PID         -  NF0474
 NF0474  STATE/COUNTY-  MI/EATON
 NF0474  USGS QUAD   -  BELLEVUE (1985)
 NF0474
 NF0474                         *CURRENT SURVEY CONTROL
 NF0474  ___________________________________________________________________
 NF0474* NAD 83(1986)-  42 26 40.     (N)    085 00 46.     (W)     SCALED    
 NF0474* NAVD 88     -       262.646  (meters)     861.70   (feet)  ADJUSTED  
 NF0474  ___________________________________________________________________
 NF0474  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NF0474  DYNAMIC HT  -         262.560 (meters)     861.42  (feet)  COMP
 NF0474  MODELED GRAV-     980,290.9   (mgal)                       NAVD 88
 NF0474
 NF0474  VERT ORDER  -  SECOND    CLASS 0
 NF0474
 NF0474.The horizontal coordinates were scaled from a topographic map and have
 NF0474.an estimated accuracy of +/- 6 seconds.
 NF0474
 NF0474.The orthometric height was determined by differential leveling
 NF0474.and adjusted by the National Geodetic Survey in June 1991..
 NF0474
 NF0474.The geoid height was determined by GEOID03.
 NF0474
 NF0474.The dynamic height is computed by dividing the NAVD 88
 NF0474.geopotential number by the normal gravity value computed on the
 NF0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0474.degrees latitude (g = 980.6199 gals.).
 NF0474
 NF0474.The modeled gravity was interpolated from observed gravity values.
 NF0474
 NF0474;                    North         East    Units  Estimated Accuracy
 NF0474;SPC MI S     -   105,110.    3,946,850.      MT  (+/- 180 meters Scaled)
 NF0474
 NF0474                          SUPERSEDED SURVEY CONTROL
 NF0474
 NF0474  NGVD 29 (??/??/92)  262.77   (m)          862.1    (f) COMPUTED    2 0
 NF0474
 NF0474.Superseded values are not recommended for survey control.
 NF0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0474.See file dsdata.txt to determine how the superseded data were derived.
 NF0474
 NF0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN634010(NAD 83)
 NF0474_MARKER: B = BOLT
 NF0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0474_STAMPING: 189-1/2
 NF0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0474+STABILITY: SURFACE MOTION
 NF0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0474+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 NF0474
 NF0474  HISTORY     - Date     Condition        Report By
 NF0474  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0474  HISTORY     - 1934     GOOD             NGS
 NF0474  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0474  HISTORY     - 20050211 GOOD             GEOCAC
 NF0474
 NF0474                          STATION DESCRIPTION
 NF0474
 NF0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0474'AT BELLEVUE.
 NF0474'AT BELLEVUE, EATON COUNTY, 515 YARDS NORTHEAST OF THE NORTHEAST END
 NF0474'OF THE GRAND TRUNK WESTERN RAILROAD STATION, 78 YARDS SOUTHWEST
 NF0474'OF A CITY-LIMIT SIGN ON STATE HIGHWAY 78, 15 YARDS NORTHWEST OF
 NF0474'THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 1.2 FEET SOUTHEAST
 NF0474'OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 189-1/2 AND
 NF0474'SET IN THE TOP OF A CONCRETE POST.
 NF0474
 NF0474                          STATION RECOVERY (2001)
 NF0474
 NF0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0474'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0474
 NF0474                          STATION RECOVERY (2005)
 NF0474
 NF0474'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0087 ***********************************************************************
 NG0087  DESIGNATION -  1893
 NG0087  PID         -  NG0087
 NG0087  STATE/COUNTY-  MI/BERRIEN
 NG0087  USGS QUAD   -  BENTON HARBOR (1980)
 NG0087
 NG0087                         *CURRENT SURVEY CONTROL
 NG0087  ___________________________________________________________________
 NG0087* NAD 83(1986)-  42 06 48.     (N)    086 29 14.     (W)     SCALED    
 NG0087* NAVD 88     -       178.168  (meters)     584.54   (feet)  ADJUSTED  
 NG0087  ___________________________________________________________________
 NG0087  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0087  DYNAMIC HT  -         178.109 (meters)     584.35  (feet)  COMP
 NG0087  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NG0087
 NG0087  VERT ORDER  -  SECOND    CLASS 0
 NG0087
 NG0087.The horizontal coordinates were scaled from a topographic map and have
 NG0087.an estimated accuracy of +/- 6 seconds.
 NG0087
 NG0087.The orthometric height was determined by differential leveling
 NG0087.and adjusted by the National Geodetic Survey in June 1991..
 NG0087
 NG0087.The geoid height was determined by GEOID03.
 NG0087
 NG0087.The dynamic height is computed by dividing the NAVD 88
 NG0087.geopotential number by the normal gravity value computed on the
 NG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0087.degrees latitude (g = 980.6199 gals.).
 NG0087
 NG0087.The modeled gravity was interpolated from observed gravity values.
 NG0087
 NG0087;                    North         East    Units  Estimated Accuracy
 NG0087;SPC MI S     -    70,340.    3,824,640.      MT  (+/- 180 meters Scaled)
 NG0087
 NG0087                          SUPERSEDED SURVEY CONTROL
 NG0087
 NG0087  NGVD 29 (??/??/92)  178.317  (m)          585.03   (f) ADJ UNCH    2 0
 NG0087
 NG0087.Superseded values are not recommended for survey control.
 NG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0087.See file dsdata.txt to determine how the superseded data were derived.
 NG0087
 NG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM423624(NAD 83)
 NG0087_MARKER: P = PIPE CAP
 NG0087_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0087_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NG0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0087
 NG0087  HISTORY     - Date     Condition        Report By
 NG0087  HISTORY     - UNK      MONUMENTED       USLS
 NG0087  HISTORY     - 1934     GOOD             NGS
 NG0087  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0087
 NG0087                          STATION DESCRIPTION
 NG0087
 NG0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0087'AT SAINT JOSEPH.
 NG0087'AT SAINT JOSEPH, BERRIEN COUNTY, AT THE COAST GUARD STATION,
 NG0087'53 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SLEEPING
 NG0087'QUARTERS, 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NG0087'DWELLING, 7.6 FEET EAST OF THE NORTHEAST LEG OF THE FLAG POLE,
 NG0087'3.2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE WALK, UNDER
 NG0087'A 4-INCH SQUARE IRON WASHER, AND ABOUT 6 INCHES BELOW GROUND.
 NG0087'A CAP, FASTENED ON A 1-INCH IRON PIPE.
 NG0087
 NG0087                          STATION RECOVERY (1985)
 NG0087
 NG0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0087'THIS LOCATION IS NOW COVERED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0475 ***********************************************************************
 NF0475  DESIGNATION -  189.4
 NF0475  PID         -  NF0475
 NF0475  STATE/COUNTY-  MI/EATON
 NF0475  USGS QUAD   -  BELLEVUE (1985)
 NF0475
 NF0475                         *CURRENT SURVEY CONTROL
 NF0475  ___________________________________________________________________
 NF0475* NAD 83(1986)-  42 26 37.     (N)    085 00 52.     (W)     SCALED    
 NF0475* NAVD 88     -       263.714  (meters)     865.20   (feet)  ADJUSTED  
 NF0475  ___________________________________________________________________
 NF0475  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NF0475  DYNAMIC HT  -         263.628 (meters)     864.92  (feet)  COMP
 NF0475  MODELED GRAV-     980,291.0   (mgal)                       NAVD 88
 NF0475
 NF0475  VERT ORDER  -  SECOND    CLASS 0
 NF0475
 NF0475.The horizontal coordinates were scaled from a topographic map and have
 NF0475.an estimated accuracy of +/- 6 seconds.
 NF0475
 NF0475.The orthometric height was determined by differential leveling
 NF0475.and adjusted by the National Geodetic Survey in June 1991..
 NF0475
 NF0475.The geoid height was determined by GEOID03.
 NF0475
 NF0475.The dynamic height is computed by dividing the NAVD 88
 NF0475.geopotential number by the normal gravity value computed on the
 NF0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0475.degrees latitude (g = 980.6199 gals.).
 NF0475
 NF0475.The modeled gravity was interpolated from observed gravity values.
 NF0475
 NF0475;                    North         East    Units  Estimated Accuracy
 NF0475;SPC MI S     -   105,020.    3,946,710.      MT  (+/- 180 meters Scaled)
 NF0475
 NF0475                          SUPERSEDED SURVEY CONTROL
 NF0475
 NF0475  NGVD 29 (??/??/92)  263.83   (m)          865.6    (f) COMPUTED    2 0
 NF0475
 NF0475.Superseded values are not recommended for survey control.
 NF0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0475.See file dsdata.txt to determine how the superseded data were derived.
 NF0475
 NF0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN632009(NAD 83)
 NF0475_MARKER: B = BOLT
 NF0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0475_STAMPING: 189.4
 NF0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0475+STABILITY: SURFACE MOTION
 NF0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0475+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 NF0475
 NF0475  HISTORY     - Date     Condition        Report By
 NF0475  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0475  HISTORY     - 1934     GOOD             NGS
 NF0475  HISTORY     - 20011128 POOR             NGS
 NF0475  HISTORY     - 20040810 GOOD             INDIV
 NF0475  HISTORY     - 20050211 GOOD             GEOCAC
 NF0475
 NF0475                          STATION DESCRIPTION
 NF0475
 NF0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0475'AT BELLEVUE.
 NF0475'AT BELLEVUE, EATON COUNTY, 295 YARDS NORTHEAST OF THE NORTHEAST
 NF0475'END OF THE GRAND TRUNK WESTERN RAILROAD STATION, AT A BRIDGE OVER
 NF0475'BATTLE CREEK, IN THE TOP OF THE EAST CORNER OF THE NORTH PIER,
 NF0475'5.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 NF0475'AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NF0475'189.4 AND SET IN THE TOP OF A CONCRETE POST.
 NF0475
 NF0475                          STATION RECOVERY (2001)
 NF0475
 NF0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0475'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0475
 NF0475                          STATION RECOVERY (2004)
 NF0475
 NF0475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0475'RECOVERED IN GOOD CONDITION.
 NF0475
 NF0475                          STATION RECOVERY (2005)
 NF0475
 NF0475'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0475'THE STATION ID MARKS HAVE BEEN WORN OFF. OTHERWISE, THE MARK IS IN
 NF0475'GOOD SHAPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0059 ***********************************************************************
 PL0059  DESIGNATION -  19
 PL0059  PID         -  PL0059
 PL0059  STATE/COUNTY-  MI/OGEMAW
 PL0059  USGS QUAD   -  DAMON (1965)
 PL0059
 PL0059                         *CURRENT SURVEY CONTROL
 PL0059  ___________________________________________________________________
 PL0059* NAD 83(1986)-  44 28 12.     (N)    084 07 39.     (W)     SCALED    
 PL0059* NAVD 88     -       386.823  (meters)    1269.10   (feet)  ADJUSTED  
 PL0059  ___________________________________________________________________
 PL0059  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0059  DYNAMIC HT  -         386.765 (meters)    1268.91  (feet)  COMP
 PL0059  MODELED GRAV-     980,456.6   (mgal)                       NAVD 88
 PL0059
 PL0059  VERT ORDER  -  SECOND    CLASS 0
 PL0059
 PL0059.The horizontal coordinates were scaled from a topographic map and have
 PL0059.an estimated accuracy of +/- 6 seconds.
 PL0059
 PL0059.The orthometric height was determined by differential leveling
 PL0059.and adjusted by the National Geodetic Survey in June 1991..
 PL0059
 PL0059.The geoid height was determined by GEOID03.
 PL0059
 PL0059.The dynamic height is computed by dividing the NAVD 88
 PL0059.geopotential number by the normal gravity value computed on the
 PL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0059.degrees latitude (g = 980.6199 gals.).
 PL0059
 PL0059.The modeled gravity was interpolated from observed gravity values.
 PL0059
 PL0059;                    North         East    Units  Estimated Accuracy
 PL0059;SPC MI C     -   128,190.    6,019,030.      MT  (+/- 180 meters Scaled)
 PL0059
 PL0059                          SUPERSEDED SURVEY CONTROL
 PL0059
 PL0059  NGVD 29 (??/??/92)  386.955  (m)         1269.53   (f) ADJ UNCH    2 0
 PL0059
 PL0059.Superseded values are not recommended for survey control.
 PL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0059.See file dsdata.txt to determine how the superseded data were derived.
 PL0059
 PL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ284280(NAD 83)
 PL0059_MARKER: N = NAIL
 PL0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0059_SP_SET: PINE TREE
 PL0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0059
 PL0059  HISTORY     - Date     Condition        Report By
 PL0059  HISTORY     - UNK      MONUMENTED       MIDH
 PL0059  HISTORY     - 1934     GOOD             NGS
 PL0059
 PL0059                          STATION DESCRIPTION
 PL0059
 PL0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0059'3.8 MI N FROM ROSE CITY.
 PL0059'3.8 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0059'ROSE CITY, OGEMAW COUNTY, 36 FEET WEST OF A 1-1/2 STORY FRAME
 PL0059'FARMHOUSE, 33 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, IN
 PL0059'THE ROOT OF A 26-INCH PINE TREE, AND 2 FEET LOWER THAN THE
 PL0059'HIGHWAY.  A MICHIGAN STATE HIGHWAY DEPARTMENT STANDARD NAIL AND
 PL0059'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0295 ***********************************************************************
 NF0295  DESIGNATION -  19
 NF0295  PID         -  NF0295
 NF0295  STATE/COUNTY-  MI/INGHAM
 NF0295  USGS QUAD   -  LANSING SOUTH (1973)
 NF0295
 NF0295                         *CURRENT SURVEY CONTROL
 NF0295  ___________________________________________________________________
 NF0295* NAD 83(1986)-  42 43 48.     (N)    084 30 36.     (W)     SCALED    
 NF0295* NAVD 88     -       262.39   (+/-2cm)     860.9    (feet)  VERTCON   
 NF0295  ___________________________________________________________________
 NF0295  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0295
 NF0295  VERT ORDER  -  ? (See Below)
 NF0295
 NF0295.The horizontal coordinates were scaled from a topographic map and have
 NF0295.an estimated accuracy of +/- 6 seconds.
 NF0295
 NF0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0295.The vertical order pertains to the NGVD 29 superseded value.
 NF0295
 NF0295.The geoid height was determined by GEOID03.
 NF0295
 NF0295;                    North         East    Units  Estimated Accuracy
 NF0295;SPC MI S     -   136,640.    3,988,260.      MT  (+/- 180 meters Scaled)
 NF0295
 NF0295                          SUPERSEDED SURVEY CONTROL
 NF0295
 NF0295  NGVD 29 (??/??/92)  262.528  (m)          861.31   (f) ADJ UNCH    ?  
 NF0295
 NF0295.Superseded values are not recommended for survey control.
 NF0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0295.See file dsdata.txt to determine how the superseded data were derived.
 NF0295
 NF0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN038338(NAD 83)
 NF0295_MARKER: B = BOLT
 NF0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0295+STABILITY: SURFACE MOTION
 NF0295
 NF0295  HISTORY     - Date     Condition        Report By
 NF0295  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0295  HISTORY     - 1932     GOOD             MISCOL
 NF0295
 NF0295                          STATION DESCRIPTION
 NF0295
 NF0295'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0295'AT EAST LANSING.
 NF0295'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0295'CAMPUS, ON MAIN DRIVE, 450 FEET WEST OF THE INTERSECTION OF
 NF0295'SENIOR HOUSE DRIVE, 50 FEET NORTHEAST OF A PINE TREE, 20 FEET
 NF0295'NORTH OF THE DRIVE, AND 28 FEET SOUTH OF THE SHRUBBERY.  A BOLT,
 NF0295'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6807 ***********************************************************************
 AA6807  DESIGNATION -  19 1
 AA6807  PID         -  AA6807
 AA6807  STATE/COUNTY-  MI/WAYNE
 AA6807  USGS QUAD   -  WYANDOTTE (1981)
 AA6807
 AA6807                         *CURRENT SURVEY CONTROL
 AA6807  ___________________________________________________________________
 AA6807* NAD 83(1994)-  42 10 13.62521(N)    083 11 18.66772(W)     ADJUSTED  
 AA6807* NAVD 88     -       183.9    (meters)     603.     (feet)  GPS OBS   
 AA6807  ___________________________________________________________________
 AA6807  X           -     561,516.144 (meters)                     COMP
 AA6807  Y           -  -4,701,003.409 (meters)                     COMP
 AA6807  Z           -   4,259,755.016 (meters)                     COMP
 AA6807  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AA6807  ELLIP HEIGHT-         149.21  (meters)          (07/12/02) GPS OBS
 AA6807  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AA6807
 AA6807  HORZ ORDER  -  FIRST
 AA6807  ELLP ORDER  -  FOURTH    CLASS I
 AA6807
 AA6807.The horizontal coordinates were established by GPS observations
 AA6807.and adjusted by the National Geodetic Survey in February 1997..
 AA6807
 AA6807.The orthometric height was determined by GPS observations and a
 AA6807.high-resolution geoid model.
 AA6807
 AA6807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6807
 AA6807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6807
 AA6807.The ellipsoidal height was determined by GPS observations
 AA6807.and is referenced to NAD 83.
 AA6807
 AA6807.The geoid height was determined by GEOID03.
 AA6807
 AA6807;                    North         East     Units Scale Factor Converg.
 AA6807;SPC MI S     -    75,154.071 4,097,344.790   MT  0.99998406   +0 48 06.4
 AA6807;SPC MI S     -   246,568.47 13,442,732.25   iFT  0.99998406   +0 48 06.4
 AA6807;UTM  17      - 4,671,019.848   319,232.168   MT  1.00000209   -1 28 10.7
 AA6807
 AA6807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6807!SPC MI S     -   0.99997660  x   0.99998406  =   0.99996066
 AA6807!UTM  17      -   0.99997660  x   1.00000209  =   0.99997869
 AA6807
 AA6807                          SUPERSEDED SURVEY CONTROL
 AA6807
 AA6807  ELLIP H (02/03/97)  149.25   (m)                       GP(       ) 4 1
 AA6807  NAD 83(1986)-  42 10 13.63250(N)    083 11 18.69678(W) AD(       ) 1
 AA6807
 AA6807.Superseded values are not recommended for survey control.
 AA6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6807.See file dsdata.txt to determine how the superseded data were derived.
 AA6807
 AA6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1923271020(NAD 83)
 AA6807_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6807_STAMPING: 19-1 1994
 AA6807_MARK LOGO: MI-163
 AA6807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6807+STABILITY: SURFACE MOTION
 AA6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6807+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6807
 AA6807  HISTORY     - Date     Condition        Report By
 AA6807  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6807  HISTORY     - 20010905 POOR             INDIV
 AA6807
 AA6807                          STATION DESCRIPTION
 AA6807
 AA6807'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6807'STATION IS LOCATED IN RIVERVIEW, MICHIGAN ON SIBLEY ROAD AT FORT
 AA6807'STREET. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75 AND SIBLEY
 AA6807'ROAD, PROCEED EAST ON SIBLEY ROAD FOR 3.0 MILESTO  M-85 (FORT STREET)
 AA6807'AND THE STATION IN THE NORTHEAST QUADRANT. THE STATION IS A BRASS
 AA6807'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6807'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF SIBLEY ROAD IS S 0
 AA6807'E, 29.34 FEET, CENTERLINE OF NORTHBOUND FORT STREET IS N 90 W, 49.11
 AA6807'FEET,  SOUTH EDGE OF WALK IS N 0 W, 1.33 FEET, A POLE IS N 85 W, 6.48
 AA6807'FEET.
 AA6807
 AA6807                          STATION RECOVERY (2001)
 AA6807
 AA6807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 AA6807'THE DISK AND TOP OF THE CONCRETE MONUMENT ARE MISSING. THE REMAINING
 AA6807'STEEL ROD IS BENT OVER FLAT.  IT APPEARS THAT THE MONUMENT WAS IN THE
 AA6807' 
 AA6807'WAY OF AN EXTENSION TO THE SIDEWALK AND RAMP TO THE CROSS WALK.  THE
 AA6807'MONUMENT WAS PROBABLY HIGHER THAN THE DESIRED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1283 ***********************************************************************
 RJ1283  DESIGNATION -  19 C4W 259
 RJ1283  PID         -  RJ1283
 RJ1283  STATE/COUNTY-  MI/CHIPPEWA
 RJ1283  USGS QUAD   -  OAK RIDGE (1976)
 RJ1283
 RJ1283                         *CURRENT SURVEY CONTROL
 RJ1283  ___________________________________________________________________
 RJ1283* NAD 83(1994)-  46 22 01.73263(N)    084 14 06.86683(W)     ADJUSTED  
 RJ1283* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 RJ1283  ___________________________________________________________________
 RJ1283  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 RJ1283  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1283
 RJ1283  HORZ ORDER  -  SECOND
 RJ1283
 RJ1283.The horizontal coordinates were established by classical geodetic methods
 RJ1283.and adjusted by the National Geodetic Survey in February 1997..
 RJ1283
 RJ1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1283
 RJ1283.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1283
 RJ1283.The geoid height was determined by GEOID03.
 RJ1283
 RJ1283;                    North         East     Units Scale Factor Converg.
 RJ1283;SPC MI N     -   179,741.075 8,212,682.844   MT  0.99990385   +1 59 54.0
 RJ1283;SPC MI N     -   589,701.69 26,944,497.52   iFT  0.99990385   +1 59 54.0
 RJ1283;UTM  16      - 5,138,556.432   712,657.486   MT  1.00015593   +2 00 06.5
 RJ1283
 RJ1283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1283!SPC MI N     -   0.99997796  x   0.99990385  =   0.99988181
 RJ1283!UTM  16      -   0.99997796  x   1.00015593  =   1.00013388
 RJ1283
 RJ1283                          SUPERSEDED SURVEY CONTROL
 RJ1283
 RJ1283  NAD 83(1986)-  46 22 01.72135(N)    084 14 06.86347(W) AD(       ) 2
 RJ1283  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ1283
 RJ1283.Superseded values are not recommended for survey control.
 RJ1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1283.See file dsdata.txt to determine how the superseded data were derived.
 RJ1283
 RJ1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1265738556(NAD 83)
 RJ1283_MARKER: DS = TRIANGULATION STATION DISK
 RJ1283_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1283+WITH SETTING: INFORMATION.
 RJ1283_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1283
 RJ1283  HISTORY     - Date     Condition        Report By
 RJ1283  HISTORY     - 1988     MONUMENTED       USE
 RJ1283
 RJ1283                          STATION DESCRIPTION
 RJ1283
 RJ1283'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1283'THE STATION IS LOCATED ABOUT 16.7 KM (10.4 MI) SOUTHEAST OF SAULT STE
 RJ1283'MARIE, 32.0 KM (19.9 MI) EAST-NORTHEAST OF RUDYARD, 48.8 KM (30.3 MI)
 RJ1283'NORTH-NORTHWEST OF DETOUR VILLAGE ON THE WEST SHORE OF LAKE NICOLET
 RJ1283'IN PART OF GOVT LOT 1 SEC 19 T46N-R2E.
 RJ1283'OWNERSHIP---SSSS
 RJ1283'
 RJ1283'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1283'EAST FOR 0.8 KM (0.15 MI) ON RIDGE  STREET TO ASHMUN STREET, TURN
 RJ1283'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1283'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1283'TO M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN
 RJ1283'LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT
 RJ1283'ACCESS AREA. TRAVEL BY BOAT DOWNRIVER FOR 5 MINUTES TO THE WEST SIDE
 RJ1283'OF LAKE NICOLET WHERE THE STATION IS LOCATED.
 RJ1283'
 RJ1283'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-259
 RJ1283'1988---, SET INTO A PVC CASING AND ATTACHED TO AN
 RJ1283'ALUMINUM ROD DRIVEN 17.4 METERS (57 FT) INTO THE GROUND, LOCATED
 RJ1283'61.0 METERS (200 FT) FROM WATER, UNDER A METAL TRIPOD WITH WHITE
 RJ1283'BOARDS. (STATION IS OBSCURRED FROM THE SHORE BY DENSE BRUSH)
 RJ1283'
 RJ1283'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0064 ***********************************************************************
 RH0064  DESIGNATION -  19 DI UDP+096
 RH0064  PID         -  RH0064
 RH0064  STATE/COUNTY-  MI/CHIPPEWA
 RH0064  USGS QUAD   -  BURNT ISLAND (1994)
 RH0064
 RH0064                         *CURRENT SURVEY CONTROL
 RH0064  ___________________________________________________________________
 RH0064* NAD 83(1994)-  46 00 02.73732(N)    083 52 14.91398(W)     ADJUSTED  
 RH0064* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 RH0064  ___________________________________________________________________
 RH0064  X           -     473,886.243 (meters)                     COMP
 RH0064  Y           -  -4,412,985.976 (meters)                     COMP
 RH0064  Z           -   4,565,407.477 (meters)                     COMP
 RH0064  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 RH0064  ELLIP HEIGHT-         140.72  (meters)          (02/03/97) GPS OBS
 RH0064  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 RH0064
 RH0064  HORZ ORDER  -  FIRST
 RH0064  ELLP ORDER  -  FOURTH    CLASS I
 RH0064
 RH0064.The horizontal coordinates were established by GPS observations
 RH0064.and adjusted by the National Geodetic Survey in February 1997..
 RH0064
 RH0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0064
 RH0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RH0064
 RH0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0064
 RH0064.The ellipsoidal height was determined by GPS observations
 RH0064.and is referenced to NAD 83.
 RH0064
 RH0064.The geoid height was determined by GEOID03.
 RH0064
 RH0064;                    North         East     Units Scale Factor Converg.
 RH0064;SPC MI N     -   140,093.028 8,242,310.583   MT  0.99991510   +2 15 42.3
 RH0064;SPC MI N     -   459,622.80 27,041,701.39   iFT  0.99991510   +2 15 42.3
 RH0064;UTM  17      - 5,098,139.584   277,712.766   MT  1.00020748   -2 03 57.4
 RH0064
 RH0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0064!SPC MI N     -   0.99997794  x   0.99991510  =   0.99989304
 RH0064!UTM  17      -   0.99997794  x   1.00020748  =   1.00018542
 RH0064
 RH0064                          SUPERSEDED SURVEY CONTROL
 RH0064
 RH0064  NAD 83(1986)-  46 00 02.72430(N)    083 52 14.90705(W) AD(       ) 1
 RH0064  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) GPS OBS        
 RH0064
 RH0064.Superseded values are not recommended for survey control.
 RH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0064.See file dsdata.txt to determine how the superseded data were derived.
 RH0064
 RH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7771398140(NAD 83)
 RH0064_MARKER: DS = TRIANGULATION STATION DISK
 RH0064_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0064+WITH SETTING: INFORMATION.
 RH0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0064+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RH0064
 RH0064  HISTORY     - Date     Condition        Report By
 RH0064  HISTORY     - 1988     MONUMENTED       USE
 RH0064
 RH0064                          STATION DESCRIPTION
 RH0064
 RH0064'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0064'THE STATION IS LOCATED ABOUT 66.1 KM (41.1 MI) SOUTH-SOUTHEAST OF
 RH0064'SAULT STE MARIE, 62.0 KM (38.5 MI) EAST-NORTHEAST OF RUDYARD, 2.7 KM
 RH0064'(1.7 MI) NORTHEAST OF DETOUR VILLAGE
 RH0064'ON DRUMMOND ISLAND IN PART OF THE SOUTH HALF OF
 RH0064'GOVT LOT 2, SEC 25, T42N-R4E.
 RH0064'OWNERSHIP---MIKE J. AND MARY ANN TAGHON
 RH0064'
 RH0064'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0064'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 RH0064'TRAVEL BY BOAT ACROSS THE ST MARYS RIVER TO THE WEST SHORE OF
 RH0064'DRUMMOND ISLAND, GO PAST THE DRUMMOND ISLAND FERRY FOR APPROXIMATELY
 RH0064'5 MINUTES TO A SMALL POINT WHERE THE STATION IS LOCATED.
 RH0064'
 RH0064'THE STATION IS A STANDARD COE DISK THAT IS
 RH0064'STAMPED---UDP+096---, SET INTO A PVC SLEEVE AND ATTACHED TO AN
 RH0064'ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND
 RH0064'3.4 METERS (11 FT) TO REFUSAL.
 RH0064'
 RH0064'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0360 ***********************************************************************
 MC0360  DESIGNATION -  19 DTSRR
 MC0360  PID         -  MC0360
 MC0360  STATE/COUNTY-  MI/MONROE
 MC0360  USGS QUAD   -  STONY POINT (1978)
 MC0360
 MC0360                         *CURRENT SURVEY CONTROL
 MC0360  ___________________________________________________________________
 MC0360* NAD 83(1986)-  41 57 51.     (N)    083 20 06.     (W)     SCALED    
 MC0360* NAVD 88     -       181.158  (meters)     594.35   (feet)  ADJUSTED  
 MC0360  ___________________________________________________________________
 MC0360  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MC0360  DYNAMIC HT  -         181.094 (meters)     594.14  (feet)  COMP
 MC0360  MODELED GRAV-     980,266.7   (mgal)                       NAVD 88
 MC0360
 MC0360  VERT ORDER  -  FIRST     CLASS I
 MC0360
 MC0360.The horizontal coordinates were scaled from a topographic map and have
 MC0360.an estimated accuracy of +/- 6 seconds.
 MC0360
 MC0360.The orthometric height was determined by differential leveling
 MC0360.and adjusted by the National Geodetic Survey in June 1991..
 MC0360
 MC0360.The geoid height was determined by GEOID03.
 MC0360
 MC0360.The dynamic height is computed by dividing the NAVD 88
 MC0360.geopotential number by the normal gravity value computed on the
 MC0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0360.degrees latitude (g = 980.6199 gals.).
 MC0360
 MC0360.The modeled gravity was interpolated from observed gravity values.
 MC0360
 MC0360;                    North         East    Units  Estimated Accuracy
 MC0360;SPC MI S     -    52,080.    4,085,520.      MT  (+/- 180 meters Scaled)
 MC0360
 MC0360                          SUPERSEDED SURVEY CONTROL
 MC0360
 MC0360  NGVD 29 (??/??/92)  181.320  (m)          594.88   (f) ADJ UNCH    1 1
 MC0360
 MC0360.Superseded values are not recommended for survey control.
 MC0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0360.See file dsdata.txt to determine how the superseded data were derived.
 MC0360
 MC0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG065484(NAD 83)
 MC0360_MARKER: DD = SURVEY DISK
 MC0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0360_SP_SET: ABUTMENT
 MC0360_STAMPING: BENCH MARK ELEV NO 19 USC AND G 1899
 MC0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0360
 MC0360  HISTORY     - Date     Condition        Report By
 MC0360  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0360  HISTORY     - 1968     GOOD             NGS
 MC0360
 MC0360                          STATION DESCRIPTION
 MC0360
 MC0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0360'4.1 MI NE FROM MONROE.
 MC0360'ABOUT 4.1 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE
 MC0360'LINE RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE,
 MC0360'ABOUT 4 1/2 RAILS NORTHEAST OF MILEPOST 22, ABOUT 3 1/2 RAILS
 MC0360'SOUTHWEST OF THE CROSSING OF STONY CREEK ROAD AT STONY CREEK,
 MC0360'SET ON THE TOP OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT
 MC0360'OF THE BRIDGE OVER STONY CREEK, 5.7 FEET SOUTHEAST OF THE SOUTHEAST
 MC0360'RAIL AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0944 ***********************************************************************
 RJ0944  DESIGNATION -  19 HAY LAKE
 RJ0944  PID         -  RJ0944
 RJ0944  STATE/COUNTY-  MI/CHIPPEWA
 RJ0944  USGS QUAD   -  OAK RIDGE (1976)
 RJ0944
 RJ0944                         *CURRENT SURVEY CONTROL
 RJ0944  ___________________________________________________________________
 RJ0944* NAD 83(1994)-  46 22 01.73423(N)    084 14 06.87300(W)     ADJUSTED  
 RJ0944* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0944  ___________________________________________________________________
 RJ0944  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 RJ0944  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0944
 RJ0944  HORZ ORDER  -  FIRST
 RJ0944
 RJ0944.The horizontal coordinates were established by classical geodetic methods
 RJ0944.and adjusted by the National Geodetic Survey in February 1997..
 RJ0944
 RJ0944.The orthometric height was scaled from a topographic map.
 RJ0944
 RJ0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0944
 RJ0944.The geoid height was determined by GEOID03.
 RJ0944
 RJ0944;                    North         East     Units Scale Factor Converg.
 RJ0944;SPC MI N     -   179,741.120 8,212,682.711   MT  0.99990385   +1 59 54.0
 RJ0944;SPC MI N     -   589,701.84 26,944,497.08   iFT  0.99990385   +1 59 54.0
 RJ0944;SPC MI C     -   339,015.015 6,010,115.256   MT  1.00022310   +0 05 34.2
 RJ0944;SPC MI C     - 1,112,253.99 19,718,225.91   iFT  1.00022310   +0 05 34.2
 RJ0944;UTM  16      - 5,138,556.477   712,657.352   MT  1.00015593   +2 00 06.5
 RJ0944
 RJ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0944!SPC MI N     -   0.99997815  x   0.99990385  =   0.99988200
 RJ0944!SPC MI C     -   0.99997815  x   1.00022310  =   1.00020124
 RJ0944!UTM  16      -   0.99997815  x   1.00015593  =   1.00013407
 RJ0944
 RJ0944:                Primary Azimuth Mark                     Grid Az
 RJ0944:SPC MI N     -  LAIRD USLS                               072 07 52.9
 RJ0944:SPC MI C     -  LAIRD USLS                               074 02 12.7
 RJ0944:UTM  16      -  LAIRD USLS                               072 07 40.4
 RJ0944
 RJ0944|---------------------------------------------------------------------|
 RJ0944| PID    Reference Object                     Distance      Geod. Az  |
 RJ0944|                                                           dddmmss.s |
 RJ0944| RJ0875 LAIRD USLS                          APPROX.15.8 KM 0740746.9 |
 RJ0944|---------------------------------------------------------------------|
 RJ0944
 RJ0944                          SUPERSEDED SURVEY CONTROL
 RJ0944
 RJ0944  NAD 83(1986)-  46 22 01.72014(N)    084 14 06.89576(W) AD(       ) 1
 RJ0944  NAD 27      -  46 22 01.65700(N)    084 14 06.75100(W) AD(       ) 1
 RJ0944
 RJ0944.Superseded values are not recommended for survey control.
 RJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0944.See file dsdata.txt to determine how the superseded data were derived.
 RJ0944
 RJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1265738556(NAD 83)
 RJ0944_MARKER: Z = SEE DESCRIPTION
 RJ0944_SETTING: 0 = UNSPECIFIED SETTING
 RJ0944_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0944_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0944
 RJ0944  HISTORY     - Date     Condition        Report By
 RJ0944  HISTORY     - 1894     MONUMENTED       USLS
 RJ0944  HISTORY     - 1968     GOOD             USE
 RJ0944  HISTORY     - 1987     SEE DESCRIPTION  NOS
 RJ0944
 RJ0944                          STATION DESCRIPTION
 RJ0944
 RJ0944'DESCRIBED BY US LAKE SURVEY 1894
 RJ0944'ON A POINT ON THE W SIDE OF NICOLET LAKE (HAY), 11 MILES BELOW SAULT
 RJ0944'STE MARIE, AND MIDWAY BETWEEN LIGHTS 23 AND 25.  ABOUT 75 METERS N
 RJ0944'OF THE END OF THE POINT AND A LITTLE INSHORE FROM THE BEACH.  MARK
 RJ0944'NOT DESCRIBED.
 RJ0944
 RJ0944                          STATION RECOVERY (1968)
 RJ0944
 RJ0944'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0944'RECOVERED IN GOOD CONDITION.
 RJ0944
 RJ0944                          STATION RECOVERY (1987)
 RJ0944
 RJ0944'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ0944'THE STATION WAS RECOVERED AT THIS DATE.
 RJ0944'THE STATION WAS NOT PHYSICALLY RECOVERED DUE TO THE SWAMPY
 RJ0944'GROUND AROUND THE STATION.  THE ARMY CORPS OF ENGINEERS
 RJ0944'HAS A LARGE WOOD TRIPOD OVER THE STATION WHICH WAS OBSERVED
 RJ0944'FROM AMC 54 WHICH CHECKED THE AZIMUTH.
 RJ0944'
 RJ0944'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0231 ***********************************************************************
 NF0231  DESIGNATION -  190 1/2
 NF0231  PID         -  NF0231
 NF0231  STATE/COUNTY-  MI/EATON
 NF0231  USGS QUAD   -  OLIVET (1980)
 NF0231
 NF0231                         *CURRENT SURVEY CONTROL
 NF0231  ___________________________________________________________________
 NF0231* NAD 83(1986)-  42 26 55.     (N)    084 59 59.     (W)     SCALED    
 NF0231* NAVD 88     -       264.306  (meters)     867.14   (feet)  ADJUSTED  
 NF0231  ___________________________________________________________________
 NF0231  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF0231  DYNAMIC HT  -         264.221 (meters)     866.87  (feet)  COMP
 NF0231  MODELED GRAV-     980,294.2   (mgal)                       NAVD 88
 NF0231
 NF0231  VERT ORDER  -  SECOND    CLASS 0
 NF0231
 NF0231.The horizontal coordinates were scaled from a topographic map and have
 NF0231.an estimated accuracy of +/- 6 seconds.
 NF0231
 NF0231.The orthometric height was determined by differential leveling
 NF0231.and adjusted by the National Geodetic Survey in June 1991..
 NF0231
 NF0231.The geoid height was determined by GEOID03.
 NF0231
 NF0231.The dynamic height is computed by dividing the NAVD 88
 NF0231.geopotential number by the normal gravity value computed on the
 NF0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0231.degrees latitude (g = 980.6199 gals.).
 NF0231
 NF0231.The modeled gravity was interpolated from observed gravity values.
 NF0231
 NF0231;                    North         East    Units  Estimated Accuracy
 NF0231;SPC MI S     -   105,570.    3,947,930.      MT  (+/- 180 meters Scaled)
 NF0231
 NF0231                          SUPERSEDED SURVEY CONTROL
 NF0231
 NF0231  NGVD 29 (??/??/92)  264.428  (m)          867.54   (f) ADJ UNCH    2 0
 NF0231
 NF0231.Superseded values are not recommended for survey control.
 NF0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0231.See file dsdata.txt to determine how the superseded data were derived.
 NF0231
 NF0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN644015(NAD 83)
 NF0231_MARKER: B = BOLT
 NF0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0231_STAMPING: 190-1/2
 NF0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0231+STABILITY: SURFACE MOTION
 NF0231
 NF0231  HISTORY     - Date     Condition        Report By
 NF0231  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0231  HISTORY     - 1934     GOOD             NGS
 NF0231  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0231
 NF0231                          STATION DESCRIPTION
 NF0231
 NF0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0231'1.3 MI NE FROM BELLEVUE.
 NF0231'1.3 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0231'FROM THE STATION AT BELLEVUE, EATON COUNTY, 0.5 MILE NORTHEAST
 NF0231'OF MILEPOST C 190, 15 YARDS SOUTHEAST OF THE SOUTHEAST END OF
 NF0231'THE NORTHEAST ABUTMENT OF A CONCRETE ROAD CULVERT, 14 YARDS
 NF0231'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 1.3
 NF0231'FEET SOUTHEAST OF THE RIGHT-OF WAY FENCE, AND 3 FEET LOWER
 NF0231'THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 190-1/2 AND
 NF0231'SET IN THE TOP OF A CONCRETE POST.
 NF0231
 NF0231                          STATION RECOVERY (2001)
 NF0231
 NF0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0231'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1590 ***********************************************************************
 NF1590  DESIGNATION -  19001
 NF1590  PID         -  NF1590
 NF1590  STATE/COUNTY-  MI/CLINTON
 NF1590  USGS QUAD   -  EAGLE (1978)
 NF1590
 NF1590                         *CURRENT SURVEY CONTROL
 NF1590  ___________________________________________________________________
 NF1590* NAD 83(1994)-  42 49 19.56838(N)    084 49 05.65735(W)     ADJUSTED  
 NF1590* NAVD 88     -       257.7    (meters)     845.     (feet)  VERTCON   
 NF1590  ___________________________________________________________________
 NF1590  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NF1590  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1590
 NF1590  HORZ ORDER  -  SECOND
 NF1590
 NF1590.The horizontal coordinates were established by classical geodetic methods
 NF1590.and adjusted by the National Geodetic Survey in February 1997..
 NF1590
 NF1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1590
 NF1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1590
 NF1590.The geoid height was determined by GEOID03.
 NF1590
 NF1590;                    North         East     Units Scale Factor Converg.
 NF1590;SPC MI S     -   146,954.580 3,963,075.967   MT  0.99990748   -0 18 26.3
 NF1590;SPC MI S     -   482,134.45 13,002,217.74   iFT  0.99990748   -0 18 26.3
 NF1590;UTM  16      - 4,743,368.551   678,347.336   MT  0.99999133   +1 29 00.2
 NF1590
 NF1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1590!SPC MI S     -   0.99996487  x   0.99990748  =   0.99987236
 NF1590!UTM  16      -   0.99996487  x   0.99999133  =   0.99995620
 NF1590
 NF1590|---------------------------------------------------------------------|
 NF1590| PID    Reference Object                     Distance      Geod. Az  |
 NF1590|                                                           dddmmss.s |
 NF1590| CG9493 19001 RM 2                            5.416 METERS 17906     |
 NF1590| CG9492 19001 AZ MK                                        2881426.9 |
 NF1590| NF1589 19001 MIDOT RM 1 1976                 6.843 METERS 35947     |
 NF1590|---------------------------------------------------------------------|
 NF1590
 NF1590                          SUPERSEDED SURVEY CONTROL
 NF1590
 NF1590  NAD 83(1986)-  42 49 19.56586(N)    084 49 05.67410(W) AD(       ) 2
 NF1590  NAD 27      -  42 49 19.43926(N)    084 49 05.70637(W) AD(       ) 2
 NF1590  NGVD 29 (07/19/86)  257.8    (m)          846.     (f) VERT ANG       
 NF1590
 NF1590.Superseded values are not recommended for survey control.
 NF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1590.See file dsdata.txt to determine how the superseded data were derived.
 NF1590
 NF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7834743369(NAD 83)
 NF1590_MARKER: DD = SURVEY DISK
 NF1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1590_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1590
 NF1590  HISTORY     - Date     Condition        Report By
 NF1590  HISTORY     - 1976     MONUMENTED       MIDH
 NF1590
 NF1590                          STATION DESCRIPTION
 NF1590
 NF1590'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1590'THE STATION IS ABOUT 5 MILES SOUTHEAST OF PORTLAND, 2 MILES
 NF1590'NORTHWEST OF EAGLE ON JONES ROAD IN CLINTON COUNTY, EAGLE TOWNSHIP,
 NF1590'T5N, R4W, NE1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1590'
 NF1590'TO REACH THE STATION FROM THE INTERSECTION OF GRANGE ROAD AND
 NF1590'I-96, GO SOUTH ON GRANGE ROAD 0.4 MILES TO GRAND RIVER AVENUE, THEN
 NF1590'TURN RIGHT AND GO WEST ON GRAND RIVER AVENUE 1.6 MILES TO JONES
 NF1590'ROAD.  THEN TURN RIGHT AND GO NORTH ON JONES ROAD 0.5 MILES TO THE
 NF1590'STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF JONES ROAD AND
 NF1590'I-96 AS DESCRIBED.
 NF1590'
 NF1590'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON JONES ROAD
 NF1590'0.5 MILES TO GRAND RIVER AVENUE, TURN RIGHT ON GRAND RIVER AVENUE
 NF1590'AND GO WEST 1.15 MILES TO CLINTONIA ROAD.  TURN RIGHT AND GO NORTH
 NF1590'ON CLINTONIA ROAD 0.35 MILES TO THE AZIMUTH MARK ON THE RIGHT IN
 NF1590'THE SOUTHEAST QUADRANT OF CLINTONIA ROAD AND EAST BOUND I-96.
 NF1590'
 NF1590'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1590'CONTROL MARK, 19001, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1590'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1590'IT IS 26.8 FEET NORTH NORTHWEST OF NORTH END BRIDGE RETAINING WALL,
 NF1590'20.5 FEET WEST OF CENTER LINE JONES ROAD, 3.3 FEET WEST OF
 NF1590'GUARD RAIL, AND 5 FEET NORTHWEST OF WITNESS POST.
 NF1590'
 NF1590'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1590'19001.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1590'BELOW GROUND SURFACE.
 NF1590'
 NF1590'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1590'HCM, 19001 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1590'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 19.5
 NF1590'FEET WEST OF CENTER LINE JONES ROAD, 47.6 FEET NORTH NORTHEAST
 NF1590'OF FENCE CORNER POST, AND 2 FEET WEST OF GUARD RAIL.
 NF1590'
 NF1590'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1590'HCM, 19001 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1590'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 7.1
 NF1590'FEET NORTH OF CORNER FENCE POST, AND 3 FEET WEST OF GUARD RAIL.
 NF1590'
 NF1590'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1590'HCM, 19001 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1590'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 22 FEET
 NF1590'EAST OF CENTER LINE CLINTONIA ROAD, 10 FEET SOUTHEAST OF CENTER OF
 NF1590'CATCH BASIN, 4 FEET EAST NORTHEAST OF SOUTH END OF CURB AND
 NF1590'GUTTER, AND 4 FEET SOUTH SOUTHEAST OF WITNESS POST.
 NF1590'
 NF1590'NEAREST TOWN--EAGLE.
 NF1590'
 NF1590'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1589 ***********************************************************************
 NF1589  DESIGNATION -  19001 MIDOT RM 1 1976
 NF1589  PID         -  NF1589
 NF1589  STATE/COUNTY-  MI/CLINTON
 NF1589  USGS QUAD   -  EAGLE (1978)
 NF1589
 NF1589                         *CURRENT SURVEY CONTROL
 NF1589  ___________________________________________________________________
 NF1589* NAD 83(1994)-  42 49 19.79014(N)    084 49 05.65850(W)     ADJUSTED  
 NF1589* NAVD 88     -       257.4    (meters)     844.     (feet)  VERTCON   
 NF1589  ___________________________________________________________________
 NF1589  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NF1589  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1589
 NF1589  HORZ ORDER  -  SECOND
 NF1589
 NF1589.The horizontal coordinates were established by classical geodetic methods
 NF1589.and adjusted by the National Geodetic Survey in February 1997..
 NF1589
 NF1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1589
 NF1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1589
 NF1589.The geoid height was determined by GEOID03.
 NF1589
 NF1589;                    North         East     Units Scale Factor Converg.
 NF1589;SPC MI S     -   146,961.422 3,963,075.978   MT  0.99990748   -0 18 26.3
 NF1589;SPC MI S     -   482,156.90 13,002,217.78   iFT  0.99990748   -0 18 26.3
 NF1589;UTM  16      - 4,743,375.391   678,347.132   MT  0.99999133   +1 29 00.2
 NF1589
 NF1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1589!SPC MI S     -   0.99996492  x   0.99990748  =   0.99987240
 NF1589!UTM  16      -   0.99996492  x   0.99999133  =   0.99995625
 NF1589
 NF1589|---------------------------------------------------------------------|
 NF1589| PID    Reference Object                     Distance      Geod. Az  |
 NF1589|                                                           dddmmss.s |
 NF1589| NF1590 19001                                 6.843 METERS 17947     |
 NF1589| NF1593 FROST                               APPROX. 4.6 KM 2993644.0 |
 NF1589|---------------------------------------------------------------------|
 NF1589
 NF1589                          SUPERSEDED SURVEY CONTROL
 NF1589
 NF1589  NAD 83(1986)-  42 49 19.78761(N)    084 49 05.67525(W) AD(       ) 2
 NF1589  NAD 27      -  42 49 19.66102(N)    084 49 05.70752(W) AD(       ) 2
 NF1589  NGVD 29 (07/19/86)  257.5    (m)          845.     (f) VERT ANG       
 NF1589
 NF1589.Superseded values are not recommended for survey control.
 NF1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1589.See file dsdata.txt to determine how the superseded data were derived.
 NF1589
 NF1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7834743375(NAD 83)
 NF1589_MARKER: DD = SURVEY DISK
 NF1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1589+STABILITY: SURFACE MOTION
 NF1589
 NF1589  HISTORY     - Date     Condition        Report By
 NF1589  HISTORY     - 1976     MONUMENTED       MIDH
 NF1589
 NF1589                          STATION DESCRIPTION
 NF1589
 NF1589'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1589'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1589'19001 1976, RM 1, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1589'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 19.5 FEET WEST
 NF1589'OF CENTERLINE OF JONES ROAD, 47.6 FEET NORTH NORTHEAST OF FENCE
 NF1589'CORNER POST AND 2 FEET WEST OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1465 ***********************************************************************
 NF1465  DESIGNATION -  19002
 NF1465  PID         -  NF1465
 NF1465  STATE/COUNTY-  MI/CLINTON
 NF1465  USGS QUAD   -  WACOUSTA (1973)
 NF1465
 NF1465                         *CURRENT SURVEY CONTROL
 NF1465  ___________________________________________________________________
 NF1465* NAD 83(1994)-  42 47 51.93637(N)    084 41 25.73448(W)     ADJUSTED  
 NF1465* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 NF1465  ___________________________________________________________________
 NF1465  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 NF1465  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF1465
 NF1465  HORZ ORDER  -  SECOND
 NF1465
 NF1465.The horizontal coordinates were established by classical geodetic methods
 NF1465.and adjusted by the National Geodetic Survey in February 1997..
 NF1465
 NF1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1465
 NF1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1465
 NF1465.The geoid height was determined by GEOID03.
 NF1465
 NF1465;                    North         East     Units Scale Factor Converg.
 NF1465;SPC MI S     -   144,202.591 3,973,511.869   MT  0.99990803   -0 13 13.3
 NF1465;SPC MI S     -   473,105.61 13,036,456.26   iFT  0.99990803   -0 13 13.3
 NF1465;UTM  16      - 4,740,943.684   688,865.248   MT  1.00003885   +1 34 10.5
 NF1465
 NF1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1465!SPC MI S     -   0.99996426  x   0.99990803  =   0.99987229
 NF1465!UTM  16      -   0.99996426  x   1.00003885  =   1.00000311
 NF1465
 NF1465|---------------------------------------------------------------------|
 NF1465| PID    Reference Object                     Distance      Geod. Az  |
 NF1465|                                                           dddmmss.s |
 NF1465| NF1466 19002 MIDOT RM 1 1976                11.958 METERS 10743     |
 NF1465| CG9494 19002 AZ MK                                        2771149.9 |
 NF1465| CG9495 19002 RM 2                           14.210 METERS 28828     |
 NF1465|---------------------------------------------------------------------|
 NF1465
 NF1465                          SUPERSEDED SURVEY CONTROL
 NF1465
 NF1465  NAD 83(1986)-  42 47 51.93460(N)    084 41 25.75223(W) AD(       ) 2
 NF1465  NAD 27      -  42 47 51.80990(N)    084 41 25.80852(W) AD(       ) 2
 NF1465  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 NF1465
 NF1465.Superseded values are not recommended for survey control.
 NF1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1465.See file dsdata.txt to determine how the superseded data were derived.
 NF1465
 NF1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8886540944(NAD 83)
 NF1465_MARKER: DD = SURVEY DISK
 NF1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1465
 NF1465  HISTORY     - Date     Condition        Report By
 NF1465  HISTORY     - 1976     MONUMENTED       MIDH
 NF1465
 NF1465                          STATION DESCRIPTION
 NF1465
 NF1465'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1465'THE STATION IS ABOUT 3 MILES NORTHWEST OF DELTA MILLS, 4-1/2 MILES
 NF1465'NORTHWEST OF GRAND LEDGE ON I-96 IN CLINTON COUNTY, WATERTOWN
 NF1465'TOWNSHIP, T5N, R3W, NE1/4 SECTION 29 ON STATE RIGHT OF WAY.  IT IS
 NF1465'2.1 MILES SOUTH SOUTHEAST OF WACOUSTA.
 NF1465'
 NF1465'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND GRAND RIVER
 NF1465'AVENUE WEST OF CAPITAL CITY AIRPORT, GO WEST ON WEST BOUND I-96 1.3
 NF1465'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1465'
 NF1465'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF I-96 AND
 NF1465'GRAND RIVER AVENUE, GO WEST ON GRAND RIVER AVE. 1.6 MILES TO
 NF1465'WACOUSTA ROAD.  TURN RIGHT AND GO NORTH 0.55 MILES ON WACOUSTA ROAD
 NF1465'TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST QUADRANT OF
 NF1465'WACOUSTA ROAD AND WEST BOUND I-96 AS DESCRIBED.
 NF1465'
 NF1465'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1465'CONTROL MARK, 19002, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1465'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1465'IT IS 93.8 FEET NORTH OF CENTER LINE WEST BOUND I-96, 9.3 FEET
 NF1465'SOUTH OF ROW FENCE, AND 4.4 FEET SOUTH OF WITNESS POST.
 NF1465'
 NF1465'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, ROW,
 NF1465'19002.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1465'BELOW GROUND SURFACE.
 NF1465'
 NF1465'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1465'HCM, 19002 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1465'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1465'IS 7.5 FEET SOUTH OF ROW FENCE, AND 95.7 FEET NORTH OF CENTER LINE
 NF1465'WEST BOUND I-96.
 NF1465'
 NF1465'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1465'HCM, 19002 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1465'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1465'IT IS 10.6 FEET SOUTH OF ROW FENCE, AND 92.5 FEET NORTH OF CENTER
 NF1465'LINE WEST BOUND I-96.
 NF1465'
 NF1465'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1465'HCM, 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1465'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  THE
 NF1465'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1465'AZI MARK, 19002.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1465'48 INCHES BELOW GROUND SURFACE.  THE AZIMUTH MARK IS 20.2 FEET
 NF1465'EAST OF CENTER LINE WACOUSTA ROAD, 2.1 FEET EAST OF GUARD RAIL,
 NF1465'23.2 FEET NORTH NORTHEAST OF NORTH END OF BRIDGE RAIL, AND 3
 NF1465'FEET SOUTHEAST OF WITNESS POST.
 NF1465'
 NF1465'NEAREST TOWN--WACOUSTA.
 NF1465'
 NF1465'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1466 ***********************************************************************
 NF1466  DESIGNATION -  19002 MIDOT RM 1 1976
 NF1466  PID         -  NF1466
 NF1466  STATE/COUNTY-  MI/CLINTON
 NF1466  USGS QUAD   -  WACOUSTA (1973)
 NF1466
 NF1466                         *CURRENT SURVEY CONTROL
 NF1466  ___________________________________________________________________
 NF1466* NAD 83(1994)-  42 47 51.81843(N)    084 41 25.23321(W)     ADJUSTED  
 NF1466* NAVD 88     -       261.5    (meters)     858.     (feet)  VERTCON   
 NF1466  ___________________________________________________________________
 NF1466  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 NF1466  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF1466
 NF1466  HORZ ORDER  -  SECOND
 NF1466
 NF1466.The horizontal coordinates were established by classical geodetic methods
 NF1466.and adjusted by the National Geodetic Survey in February 1997..
 NF1466
 NF1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1466
 NF1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1466
 NF1466.The geoid height was determined by GEOID03.
 NF1466
 NF1466;                    North         East     Units Scale Factor Converg.
 NF1466;SPC MI S     -   144,198.908 3,973,523.245   MT  0.99990803   -0 13 13.0
 NF1466;SPC MI S     -   473,093.53 13,036,493.59   iFT  0.99990803   -0 13 13.0
 NF1466;UTM  16      - 4,740,940.358   688,876.735   MT  1.00003891   +1 34 10.8
 NF1466
 NF1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1466!SPC MI S     -   0.99996426  x   0.99990803  =   0.99987229
 NF1466!UTM  16      -   0.99996426  x   1.00003891  =   1.00000317
 NF1466
 NF1466:                Primary Azimuth Mark                     Grid Az
 NF1466:SPC MI S     -  GRAND                                    127 54 25.8
 NF1466:UTM  16      -  GRAND                                    126 07 02.0
 NF1466
 NF1466|---------------------------------------------------------------------|
 NF1466| PID    Reference Object                     Distance      Geod. Az  |
 NF1466|                                                           dddmmss.s |
 NF1466| NF1119 GRAND                               APPROX. 2.3 KM 1274112.8 |
 NF1466| NF1465 19002                                11.958 METERS 28743     |
 NF1466|---------------------------------------------------------------------|
 NF1466
 NF1466                          SUPERSEDED SURVEY CONTROL
 NF1466
 NF1466  NAD 83(1986)-  42 47 51.81666(N)    084 41 25.25097(W) AD(       ) 2
 NF1466  NAD 27      -  42 47 51.69196(N)    084 41 25.30727(W) AD(       ) 2
 NF1466  NGVD 29 (07/19/86)  261.6    (m)          858.     (f) VERT ANG       
 NF1466
 NF1466.Superseded values are not recommended for survey control.
 NF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1466.See file dsdata.txt to determine how the superseded data were derived.
 NF1466
 NF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8887740940(NAD 83)
 NF1466_MARKER: DD = SURVEY DISK
 NF1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1466+STABILITY: SURFACE MOTION
 NF1466
 NF1466  HISTORY     - Date     Condition        Report By
 NF1466  HISTORY     - 1976     MONUMENTED       MIDH
 NF1466
 NF1466                          STATION DESCRIPTION
 NF1466
 NF1466'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1466'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1466'19002 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1466'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 7.5
 NF1466'FEET SOUTH OF ROW FENCE AND 95.7 FEET NORTH OF CENTER LINE OF WEST
 NF1466'BOUND I-96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1438 ***********************************************************************
 NF1438  DESIGNATION -  19003
 NF1438  PID         -  NF1438
 NF1438  STATE/COUNTY-  MI/CLINTON
 NF1438  USGS QUAD   -  LANSING NORTH (1980)
 NF1438
 NF1438                         *CURRENT SURVEY CONTROL
 NF1438  ___________________________________________________________________
 NF1438* NAD 83(1994)-  42 46 15.65231(N)    084 30 48.92659(W)     ADJUSTED  
 NF1438* NAVD 88     -       272.8    (meters)     895.     (feet)  VERTCON   
 NF1438  ___________________________________________________________________
 NF1438  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 NF1438  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF1438
 NF1438  HORZ ORDER  -  SECOND
 NF1438
 NF1438.The horizontal coordinates were established by classical geodetic methods
 NF1438.and adjusted by the National Geodetic Survey in February 1997..
 NF1438
 NF1438.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1438
 NF1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1438
 NF1438.The geoid height was determined by GEOID03.
 NF1438
 NF1438;                    North         East     Units Scale Factor Converg.
 NF1438;SPC MI S     -   141,191.290 3,987,976.381   MT  0.99990885   -0 05 60.0
 NF1438;SPC MI S     -   463,226.02 13,083,912.01   iFT  0.99990885   -0 05 60.0
 NF1438;UTM  16      - 4,738,385.117   703,419.143   MT  1.00010910   +1 41 20.5
 NF1438
 NF1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1438!SPC MI S     -   0.99996247  x   0.99990885  =   0.99987132
 NF1438!UTM  16      -   0.99996247  x   1.00010910  =   1.00007156
 NF1438
 NF1438:                Primary Azimuth Mark                     Grid Az
 NF1438:SPC MI S     -  EAST LANSING HWY PATROL TOWER            163 45 53.9
 NF1438:UTM  16      -  EAST LANSING HWY PATROL TOWER            161 58 33.4
 NF1438
 NF1438|---------------------------------------------------------------------|
 NF1438| PID    Reference Object                     Distance      Geod. Az  |
 NF1438|                                                           dddmmss.s |
 NF1438| NF1320 EAST LANSING HWY PATROL TOWER       APPROX. 5.1 KM 1633953.9 |
 NF1438| CG9496 19003 RM 1                           12.710 METERS 16836     |
 NF1438| CG9497 19003 RM 2                           11.260 METERS 34800     |
 NF1438| NF1437 19004                               APPROX. 4.7 KM 3564236.7 |
 NF1438|---------------------------------------------------------------------|
 NF1438
 NF1438                          SUPERSEDED SURVEY CONTROL
 NF1438
 NF1438  NAD 83(1986)-  42 46 15.65116(N)    084 30 48.94550(W) AD(       ) 2
 NF1438  NAD 27      -  42 46 15.52669(N)    084 30 49.02527(W) AD(       ) 2
 NF1438  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG       
 NF1438
 NF1438.Superseded values are not recommended for survey control.
 NF1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1438.See file dsdata.txt to determine how the superseded data were derived.
 NF1438
 NF1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0341938385(NAD 83)
 NF1438_MARKER: DD = SURVEY DISK
 NF1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1438_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1438
 NF1438  HISTORY     - Date     Condition        Report By
 NF1438  HISTORY     - 1976     MONUMENTED       MIDH
 NF1438  HISTORY     - 19960704 GOOD             USPSQD
 NF1438
 NF1438                          STATION DESCRIPTION
 NF1438
 NF1438'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1438'THE STATION IS ABOUT 1 MILE NORTH OF THE LAKE LANSING ROAD
 NF1438'INTERCHANCE AND US-127.  AT THE US-127, PENN. CENTRAL RAIL ROAD
 NF1438'BRIDGE ON THE RIGHT SIDE OF THE SOUTH BOUND LANE IN CLINTON COUNTY,
 NF1438'DEWITT TOWNSHIP, T5N, R2W, SW 1/4 SECTION 35 ON STATE RIGHT OF
 NF1438'WAY.
 NF1438'
 NF1438'TO REACH THE STATION FROM THE INTERCHANGE AT US-27 AND US-127, GO
 NF1438'SOUTHERLY ON SOUTH BOUND US-127 4.4 MILES TO THE STATION ON THE
 NF1438'RIGHT, WHICH IS APPROXIMATELY 500 FEET NORTH OF THE INGHAM COUNTY
 NF1438'LINE.
 NF1438'
 NF1438'STATION 19004 MIDH IS LOCATED ON THE NORTH SIDE OF CLARK ROAD BRIDGE
 NF1438'APPROACH EAST OF US-127 NORTH BOUND.
 NF1438'
 NF1438'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1438'CONTROL MARK, 19003, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1438'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND
 NF1438'SURFACE.  IT IS 27.2 FEET WEST OF CENTER LINE SOUTH BOUND US-127,
 NF1438'2.3 FEET WEST OF BOTTOM GUARD RAIL, AND 4 FEET NORTH NORTHWEST OF
 NF1438'WITNESS POST.
 NF1438'
 NF1438'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1438'19003.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1438'BELOW GROUND SURFACE.
 NF1438'
 NF1438'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1438'HCM, 19003 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1438'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1438'IS 26.8 FEET WEST OF CENTER LINE SOUTH BOUND US-127, AND 2 FEET WEST
 NF1438'OF CENTER LINE SOUTH BOUND US-127, AND 2 FEET WEST OF BOTTOM GUARD
 NF1438'RAIL.
 NF1438'
 NF1438'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1438'HCM, 19003 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1438'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 NF1438'IS 27.5 FEET WEST OF CENTER LINE SOUTH BOUND US-127, AND 2.8 FEET
 NF1438'WEST OF BOTTOM GUARD RAIL.
 NF1438'
 NF1438'STATION 19004 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1438'CONTROL MARK, 19004, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1438'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1438'IT IS 24.8 FEET NORTH OF CENTER LINE CLARK ROAD, 26 FEET SOUTH
 NF1438'SOUTHEAST OF FENCE CORNER POST, 4.5 FEET EAST NORTHEAST OF
 NF1438'WITNESS POST, AND 2.5 FEET NORTH OF STEEL BEAM GUARD RAIL.
 NF1438'
 NF1438'NEAREST TOWN--EAST LANSING.
 NF1438'
 NF1438'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 NF1438
 NF1438                          STATION RECOVERY (1996)
 NF1438
 NF1438'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1437 ***********************************************************************
 NF1437  DESIGNATION -  19004
 NF1437  PID         -  NF1437
 NF1437  STATE/COUNTY-  MI/CLINTON
 NF1437  USGS QUAD   -  LANSING NORTH (1980)
 NF1437
 NF1437                         *CURRENT SURVEY CONTROL
 NF1437  ___________________________________________________________________
 NF1437* NAD 83(1994)-  42 48 47.26108(N)    084 31 00.76337(W)     ADJUSTED  
 NF1437* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 NF1437  ___________________________________________________________________
 NF1437  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NF1437  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF1437
 NF1437  HORZ ORDER  -  SECOND
 NF1437
 NF1437.The horizontal coordinates were established by classical geodetic methods
 NF1437.and adjusted by the National Geodetic Survey in February 1997..
 NF1437
 NF1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1437
 NF1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1437
 NF1437.The geoid height was determined by GEOID03.
 NF1437
 NF1437;                    North         East     Units Scale Factor Converg.
 NF1437;SPC MI S     -   145,869.666 3,987,715.652   MT  0.99990766   -0 06 08.0
 NF1437;SPC MI S     -   478,575.02 13,083,056.60   iFT  0.99990766   -0 06 08.0
 NF1437;UTM  16      - 4,743,054.002   703,012.351   MT  1.00010706   +1 41 17.3
 NF1437
 NF1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1437!SPC MI S     -   0.99996366  x   0.99990766  =   0.99987132
 NF1437!UTM  16      -   0.99996366  x   1.00010706  =   1.00007072
 NF1437
 NF1437|---------------------------------------------------------------------|
 NF1437| PID    Reference Object                     Distance      Geod. Az  |
 NF1437|                                                           dddmmss.s |
 NF1437| CG9498 19004 RM 1                            7.955 METERS 08857     |
 NF1437| NF1438 19003                               APPROX. 4.7 KM 1764228.6 |
 NF1437| CG9499 19004 RM 2                            8.847 METERS 26939     |
 NF1437|---------------------------------------------------------------------|
 NF1437
 NF1437                          SUPERSEDED SURVEY CONTROL
 NF1437
 NF1437  NAD 83(1986)-  42 48 47.25987(N)    084 31 00.78233(W) AD(       ) 2
 NF1437  NAD 27      -  42 48 47.13681(N)    084 31 00.86133(W) AD(       ) 2
 NF1437  NGVD 29 (07/19/86)  265.2    (m)          870.     (f) VERT ANG       
 NF1437
 NF1437.Superseded values are not recommended for survey control.
 NF1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1437.See file dsdata.txt to determine how the superseded data were derived.
 NF1437
 NF1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0301243054(NAD 83)
 NF1437_MARKER: DD = SURVEY DISK
 NF1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1437_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1437
 NF1437  HISTORY     - Date     Condition        Report By
 NF1437  HISTORY     - 1976     MONUMENTED       MIDH
 NF1437  HISTORY     - 19960704 GOOD             USPSQD
 NF1437
 NF1437                          STATION DESCRIPTION
 NF1437
 NF1437'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1437'THE STATION IS ABOUT 3 MILES NORTH OF THE NORTH CITY LIMITS OF
 NF1437'LANSING, 3-1/4 MILES SOUTHEAST OF DEWITT IN CLINTON COUNTY, DEWITT
 NF1437'TOWNSHIP, T5N, R2W, SW 1/4 SECTION 14 ON STATE RIGHT OF WAY.
 NF1437'
 NF1437'TO REACH THE STATION FROM THE US-27 BRIDGE OVER US-127, GO SOUTH
 NF1437'0.3 MILES TO CLARK ROAD, TURN LEFT AND GO EAST ALONG CLARK ROAD
 NF1437'1.4 MILES TO THE STATION ON THE LEFT NEAR THE EAST ROW FENCE LINE
 NF1437'OF US-127.
 NF1437'
 NF1437'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED 19004 1976,
 NF1437'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1437'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.8 FEET NORTH
 NF1437'OF CENTER LINE OF CLARK ROAD, 26 FEET SOUTH SOUTHEAST OF FENCE
 NF1437'CORNER POST, 4.5 FEET EAST NORTHEAST OF WITNESS POST, AND 2.5
 NF1437'FEET NORTH OF STEEL BEAM GUARD RAIL.
 NF1437'
 NF1437'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1437'19004.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1437'BELOW THE GROUND SURFACE.
 NF1437'
 NF1437'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1437'HCM, 19004, 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1437'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1437'IS 26.1 FEET NORTH OF CENTER LINE CLARK ROAD, 33.6 FEET SOUTH
 NF1437'SOUTHWEST OF 26 INCH MAPLE TREE, AND 42.8 FEET SOUTHEAST OF
 NF1437'FENCE CORNER POST.
 NF1437'
 NF1437'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1437'HCM, 19004, 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1437'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1437'IS 25.3 FEET NORTH OF CENTER LINE OF CLARK ROAD, 31.2 FEET SOUTHWEST
 NF1437'OF FENCE CORNER POST, AND 31.5 FEET EAST NORTHEAST OF CONCRETE
 NF1437'BRIDGE RAIL.
 NF1437'
 NF1437'NEAREST TOWN--LANSING.
 NF1437'
 NF1437'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 NF1437
 NF1437                          STATION RECOVERY (1996)
 NF1437
 NF1437'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1449 ***********************************************************************
 NF1449  DESIGNATION -  19005
 NF1449  PID         -  NF1449
 NF1449  STATE/COUNTY-  MI/CLINTON
 NF1449  USGS QUAD   -  LANSING NORTH (1980)
 NF1449
 NF1449                         *CURRENT SURVEY CONTROL
 NF1449  ___________________________________________________________________
 NF1449* NAD 83(1994)-  42 47 53.49949(N)    084 30 42.31507(W)     ADJUSTED  
 NF1449* NAVD 88     -       255.4    (meters)     838.     (feet)  VERTCON   
 NF1449  ___________________________________________________________________
 NF1449  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NF1449  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF1449
 NF1449  HORZ ORDER  -  SECOND
 NF1449
 NF1449.The horizontal coordinates were established by classical geodetic methods
 NF1449.and adjusted by the National Geodetic Survey in February 1997..
 NF1449
 NF1449.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1449
 NF1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1449
 NF1449.The geoid height was determined by GEOID03.
 NF1449
 NF1449;                    North         East     Units Scale Factor Converg.
 NF1449;SPC MI S     -   144,210.109 3,988,131.877   MT  0.99990802   -0 05 55.5
 NF1449;SPC MI S     -   473,130.28 13,084,422.17   iFT  0.99990802   -0 05 55.5
 NF1449;UTM  16      - 4,741,407.927   703,480.308   MT  1.00010941   +1 41 28.1
 NF1449
 NF1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1449!SPC MI S     -   0.99996519  x   0.99990802  =   0.99987321
 NF1449!UTM  16      -   0.99996519  x   1.00010941  =   1.00007459
 NF1449
 NF1449|---------------------------------------------------------------------|
 NF1449| PID    Reference Object                     Distance      Geod. Az  |
 NF1449|                                                           dddmmss.s |
 NF1449| NF1450 19005 MIDOT RM 1 1976                11.861 METERS 00332     |
 NF1449| CG9500 19005 RM 2                           12.238 METERS 18400     |
 NF1449| NF1435 MILLER                              APPROX. 2.4 KM 3074950.5 |
 NF1449|---------------------------------------------------------------------|
 NF1449
 NF1449                          SUPERSEDED SURVEY CONTROL
 NF1449
 NF1449  NAD 83(1986)-  42 47 53.49831(N)    084 30 42.33397(W) AD(       ) 2
 NF1449  NAD 27      -  42 47 53.37514(N)    084 30 42.41318(W) AD(       ) 2
 NF1449  NGVD 29 (07/19/86)  255.5    (m)          838.     (f) VERT ANG       
 NF1449
 NF1449.Superseded values are not recommended for survey control.
 NF1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1449.See file dsdata.txt to determine how the superseded data were derived.
 NF1449
 NF1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0348041408(NAD 83)
 NF1449_MARKER: DD = SURVEY DISK
 NF1449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1449
 NF1449  HISTORY     - Date     Condition        Report By
 NF1449  HISTORY     - 1976     MONUMENTED       MIDH
 NF1449  HISTORY     - 19960704 GOOD             USPSQD
 NF1449
 NF1449                          STATION DESCRIPTION
 NF1449
 NF1449'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1449'THE STATION IS ABOUT 2 MILES NORTH OF THE NORTH CITY LIMITS OF
 NF1449'LANSING, 5-1/2 MILES SOUTHEAST OF DEWITT IN CLINTON COUNTY, DEWITT
 NF1449'TOWNSHIP, T5N, R2W, NE 1/4 SECTION 26 ON STATE RIGHT OF WAY.
 NF1449'
 NF1449'TO REACH THE STATION FROM THE INTERSECTION OF US-1 27 AND LAKE
 NF1449'LANSING ROAD, GO NORTH ON US-127 2.6 MILES TO THE STATION ON THE
 NF1449'LEFT AS DESCRIBED.
 NF1449'
 NF1449'TO REACH 19004 MIDH FROM 19005 MIDH GO NORTH ON US-127 1 MILE TO
 NF1449'STATION ON THE RIGHT AS DESCRIBED.
 NF1449'
 NF1449'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1449'CONTROL MARK, 19005, 1976, MDSH AND T.  SET IN THE TOP OF A 12 INCH
 NF1449'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1449'SURFACE.  IT IS 41.4 FEET WEST OF CENTER LINE NORTH BOUND US-127,
 NF1449'8.1 FEET WEST SOUTHWEST OF WITNESS POST, AND 70.8 FEET NORTHWEST
 NF1449'OF PAVEMENT STATION STENCILED 1014+00.
 NF1449'
 NF1449'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1449'19005.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1449'BELOW THE GROUND SURFACE.
 NF1449'
 NF1449'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1449'HCM, 19005 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1449'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1449'IS 39.8 FEET WEST OF CENTER LINE NORTH BOUND US-127, AND 55.2 FEET
 NF1449'SOUTHWEST OF PAVEMENT STATION STENCILED 1015+06.
 NF1449'
 NF1449'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1449'HCM, 19005 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1449'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 NF1449'IS 55.6 FEET WEST NORTHWEST OF PAVEMENT STATION STENCILED 1014+00,
 NF1449'AND 43.8 FEET WEST OF CENTER LINE NORTH BOUND US-127.
 NF1449'
 NF1449'STATION 19004 IS A 3-1/4 INCH BRASS DISK STAMPED 19004 1976,
 NF1449'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1449'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.8 FEET NORTH
 NF1449'OF CENTER LINE OF CLARK ROAD, 26 FEET SOUTH SOUTHEAST OF FENCE
 NF1449'CORNER POST, 4.5 FEET EAST NORTHEAST OF WITNESS POST, AND 2.5
 NF1449'FEET NORTH OF STEEL BEAM GUARD RAIL.
 NF1449'
 NF1449'NEAREST TOWN--LANSING.
 NF1449'
 NF1449'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 NF1449
 NF1449                          STATION RECOVERY (1996)
 NF1449
 NF1449'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1450 ***********************************************************************
 NF1450  DESIGNATION -  19005 MIDOT RM 1 1976
 NF1450  PID         -  NF1450
 NF1450  STATE/COUNTY-  MI/CLINTON
 NF1450  USGS QUAD   -  LANSING NORTH (1980)
 NF1450
 NF1450                         *CURRENT SURVEY CONTROL
 NF1450  ___________________________________________________________________
 NF1450* NAD 83(1994)-  42 47 53.88313(N)    084 30 42.28290(W)     ADJUSTED  
 NF1450* NAVD 88     -       255.7    (meters)     839.     (feet)  VERTCON   
 NF1450  ___________________________________________________________________
 NF1450  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NF1450  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF1450
 NF1450  HORZ ORDER  -  SECOND
 NF1450
 NF1450.The horizontal coordinates were established by classical geodetic methods
 NF1450.and adjusted by the National Geodetic Survey in February 1997..
 NF1450
 NF1450.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1450
 NF1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1450
 NF1450.The geoid height was determined by GEOID03.
 NF1450
 NF1450;                    North         East     Units Scale Factor Converg.
 NF1450;SPC MI S     -   144,221.945 3,988,132.628   MT  0.99990802   -0 05 55.4
 NF1450;SPC MI S     -   473,169.11 13,084,424.63   iFT  0.99990802   -0 05 55.4
 NF1450;UTM  16      - 4,741,419.783   703,480.690   MT  1.00010941   +1 41 28.1
 NF1450
 NF1450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1450!SPC MI S     -   0.99996514  x   0.99990802  =   0.99987316
 NF1450!UTM  16      -   0.99996514  x   1.00010941  =   1.00007454
 NF1450
 NF1450|---------------------------------------------------------------------|
 NF1450| PID    Reference Object                     Distance      Geod. Az  |
 NF1450|                                                           dddmmss.s |
 NF1450| NF1449 19005                                11.861 METERS 18332     |
 NF1450| NF1435 MILLER                              APPROX. 2.3 KM 3073528.3 |
 NF1450|---------------------------------------------------------------------|
 NF1450
 NF1450                          SUPERSEDED SURVEY CONTROL
 NF1450
 NF1450  NAD 83(1986)-  42 47 53.88194(N)    084 30 42.30180(W) AD(       ) 2
 NF1450  NAD 27      -  42 47 53.75878(N)    084 30 42.38102(W) AD(       ) 2
 NF1450  NGVD 29 (07/19/86)  255.8    (m)          839.     (f) VERT ANG       
 NF1450
 NF1450.Superseded values are not recommended for survey control.
 NF1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1450.See file dsdata.txt to determine how the superseded data were derived.
 NF1450
 NF1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0348141420(NAD 83)
 NF1450_MARKER: DD = SURVEY DISK
 NF1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1450+STABILITY: SURFACE MOTION
 NF1450
 NF1450  HISTORY     - Date     Condition        Report By
 NF1450  HISTORY     - 1976     MONUMENTED       NGS
 NF1450  HISTORY     - 19960704 GOOD             USPSQD
 NF1450
 NF1450                          STATION DESCRIPTION
 NF1450
 NF1450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (PW)
 NF1450'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1450'19005 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1450'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT IS 39.8
 NF1450'FEET WEST OF CENTER LINE OF NORTH BOUND US-127 AND 55.2 FEET
 NF1450'SOUTHWEST OF PAVEMENT STATION STENCILED 1015+06.
 NF1450
 NF1450                          STATION RECOVERY (1996)
 NF1450
 NF1450'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1452 ***********************************************************************
 NF1452  DESIGNATION -  19006
 NF1452  PID         -  NF1452
 NF1452  STATE/COUNTY-  MI/CLINTON
 NF1452  USGS QUAD   -  LANSING NORTH (1980)
 NF1452
 NF1452                         *CURRENT SURVEY CONTROL
 NF1452  ___________________________________________________________________
 NF1452* NAD 83(1994)-  42 48 48.00813(N)    084 34 12.16631(W)     ADJUSTED  
 NF1452* NAVD 88     -       259.9    (meters)     853.     (feet)  VERTCON   
 NF1452  ___________________________________________________________________
 NF1452  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 NF1452  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF1452
 NF1452  HORZ ORDER  -  SECOND
 NF1452
 NF1452.The horizontal coordinates were established by classical geodetic methods
 NF1452.and adjusted by the National Geodetic Survey in February 1997..
 NF1452
 NF1452.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1452
 NF1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1452
 NF1452.The geoid height was determined by GEOID03.
 NF1452
 NF1452;                    North         East     Units Scale Factor Converg.
 NF1452;SPC MI S     -   145,901.847 3,983,367.676   MT  0.99990766   -0 08 18.3
 NF1452;SPC MI S     -   478,680.60 13,068,791.59   iFT  0.99990766   -0 08 18.3
 NF1452;UTM  16      - 4,742,950.305   698,664.672   MT  1.00008558   +1 39 07.1
 NF1452
 NF1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1452!SPC MI S     -   0.99996448  x   0.99990766  =   0.99987215
 NF1452!UTM  16      -   0.99996448  x   1.00008558  =   1.00005006
 NF1452
 NF1452|---------------------------------------------------------------------|
 NF1452| PID    Reference Object                     Distance      Geod. Az  |
 NF1452|                                                           dddmmss.s |
 NF1452| CG9502 19006 RM 1                            7.490 METERS 08942     |
 NF1452| NF1453 19006 MIDOT A PT 1976                 6.154 METERS 13122     |
 NF1452| CG9501 19006 AZ MK                                        2682531.7 |
 NF1452| CG9503 19006 RM 2                           11.652 METERS 27045     |
 NF1452|---------------------------------------------------------------------|
 NF1452
 NF1452                          SUPERSEDED SURVEY CONTROL
 NF1452
 NF1452  NAD 83(1986)-  42 48 48.00682(N)    084 34 12.18525(W) AD(       ) 2
 NF1452  NAD 27      -  42 48 47.88367(N)    084 34 12.25778(W) AD(       ) 2
 NF1452  NGVD 29 (07/19/86)  260.0    (m)          853.     (f) VERT ANG       
 NF1452
 NF1452.Superseded values are not recommended for survey control.
 NF1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1452.See file dsdata.txt to determine how the superseded data were derived.
 NF1452
 NF1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9866542950(NAD 83)
 NF1452_MARKER: DD = SURVEY DISK
 NF1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1452
 NF1452  HISTORY     - Date     Condition        Report By
 NF1452  HISTORY     - 1976     MONUMENTED       MIDH
 NF1452
 NF1452                          STATION DESCRIPTION
 NF1452
 NF1452'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1452'THE STATION IS ABOUT 3 MILES NORTH OF THE NORTH CITY LIMITS OF
 NF1452'LANSING, 2 MILES SOUTH OF DEWITT, ON CLARK ROAD IN CLINTON COUNTY,
 NF1452'DEWITT TOWNSHIP, T5N, R2W, SE 1/4 SECTION 17 ON COUNTY RIGHT OF
 NF1452'WAY.
 NF1452'
 NF1452'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND US-27, GO
 NF1452'SOUTH ON US-27 0.3 MILES TO CLARK ROAD.  TURN RIGHT AND GO WEST ON
 NF1452'1.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1452'
 NF1452'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ALONG CLARK ROAD
 NF1452'0.42 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1452'
 NF1452'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORTIZONTAL
 NF1452'CONTROL MARK, 19006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1452'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND
 NF1452'SURFACE.  IT IS 31 FEET NORTH OF CENTER LINE CLARK ROAD, 66.2 FEET
 NF1452'NORTHEAST OF EAST AND 1 2 INCH METAL PIPE, AND 68.3 FEET NORTH
 NF1452'NORTHWEST OF TELEPHONE PEDESTAL.
 NF1452'
 NF1452'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1452'19006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1452'BELOW THE GROUND SURFACE.
 NF1452'
 NF1452'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1452'HCM, 19006 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1452'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1452'IS 31.4 FEET NORTH OF CENTER LINE CLARK ROAD, 68 FEET NORTH
 NF1452'NORTHEAST OF TELEPHONE PEDESTAL, AND 71.4 FEET NORTH NORTHWEST OF
 NF1452'WOOD FENCE POST.
 NF1452'
 NF1452'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1452'HCM, 19006 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1452'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1452'IS 31 FEET NORTH OF CENTER LINE CLARK ROAD, 56.5 FEET NORTH
 NF1452'NORTHWEST OF EAST END 12 INCH METAL PIPE, AND 49 FEET NORTHWEST
 NF1452'OF MAILBOX.
 NF1452'
 NF1452'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1452'HCM, 19006 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1452'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE, THE
 NF1452'UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, AZI MARK,
 NF1452'19006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1452'BELOW GROUND SURFACE.  THE AZIMUTH MARK IS 61 FEET WEST OF CENTER
 NF1452'LINE GRAVEL DRIVE, 27 FEET SOUTH OF CENTER LINE CLARK ROAD, AND
 NF1452'4 FEET SOUTH OF WITNESS POST.
 NF1452'
 NF1452'NEAREST TOWN--DEWITT.
 NF1452'
 NF1452'HEIGHT OF LIGHT ABOVE STATION MARK 1.23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1456 ***********************************************************************
 NF1456  DESIGNATION -  19007
 NF1456  PID         -  NF1456
 NF1456  STATE/COUNTY-  MI/CLINTON
 NF1456  USGS QUAD   -  LANSING NORTH (1980)
 NF1456
 NF1456                         *CURRENT SURVEY CONTROL
 NF1456  ___________________________________________________________________
 NF1456* NAD 83(1994)-  42 50 05.53215(N)    084 32 35.33710(W)     ADJUSTED  
 NF1456* NAVD 88     -       262.3    (meters)     861.     (feet)  VERTCON   
 NF1456  ___________________________________________________________________
 NF1456  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 NF1456  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF1456  OBS GRAVITY -     980,351.3   (mgal)                       GRAV_OBS
 NF1456
 NF1456  HORZ ORDER  -  SECOND
 NF1456
 NF1456.The horizontal coordinates were established by classical geodetic methods
 NF1456.and adjusted by the National Geodetic Survey in February 1997..
 NF1456
 NF1456.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1456
 NF1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1456
 NF1456.The geoid height was determined by GEOID03.
 NF1456.The observed gravity was obtained from relative gravimeter ties
 NF1456.to the IGSN71 gravity network.
 NF1456
 NF1456;                    North         East     Units Scale Factor Converg.
 NF1456;SPC MI S     -   148,288.905 3,985,572.316   MT  0.99990726   -0 07 12.4
 NF1456;SPC MI S     -   486,512.16 13,076,024.66   iFT  0.99990726   -0 07 12.4
 NF1456;UTM  16      - 4,745,405.540   700,794.034   MT  1.00009604   +1 40 15.4
 NF1456
 NF1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1456!SPC MI S     -   0.99996409  x   0.99990726  =   0.99987136
 NF1456!UTM  16      -   0.99996409  x   1.00009604  =   1.00006013
 NF1456
 NF1456:                Primary Azimuth Mark                     Grid Az
 NF1456:SPC MI S     -  19007 AZ MK                              004 30 52.1
 NF1456:UTM  16      -  19007 AZ MK                              002 43 24.3
 NF1456
 NF1456|---------------------------------------------------------------------|
 NF1456| PID    Reference Object                     Distance      Geod. Az  |
 NF1456|                                                           dddmmss.s |
 NF1456| CG9504 19007 AZ MK                                        0042339.7 |
 NF1456| CG9505 19007 RM 1                           15.234 METERS 01302     |
 NF1456| NF1455 19007 MIDOT RM 2 1976                 7.740 METERS 19230     |
 NF1456|---------------------------------------------------------------------|
 NF1456
 NF1456                          SUPERSEDED SURVEY CONTROL
 NF1456
 NF1456  NAD 83(1986)-  42 50 05.53088(N)    084 32 35.35609(W) AD(       ) 2
 NF1456  NAD 27      -  42 50 05.40855(N)    084 32 35.43205(W) AD(       ) 2
 NF1456  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 NF1456
 NF1456.Superseded values are not recommended for survey control.
 NF1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1456.See file dsdata.txt to determine how the superseded data were derived.
 NF1456
 NF1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0079445406(NAD 83)
 NF1456_MARKER: DD = SURVEY DISK
 NF1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1456_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1456
 NF1456  HISTORY     - Date     Condition        Report By
 NF1456  HISTORY     - 1976     MONUMENTED       MIDH
 NF1456  HISTORY     - 1981     GOOD             MIDH
 NF1456  HISTORY     - 19960704 GOOD             USPSQD
 NF1456
 NF1456                          STATION DESCRIPTION
 NF1456
 NF1456'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1456'THE STATION IS ABOUT 1-1/2 MILES EAST SOUTHEAST OF DEWITT, 4-1/2
 NF1456'MILES NORTH OF THE NORTH CITY LIMITS OF LANSING ON US-27 IN CLINTON
 NF1456'COUNTY, DEWITT TOWNSHIP, T5N, R2W, SE 1/4 SECTION 9 ON STATE RIGHT
 NF1456'OF WAY.
 NF1456'
 NF1456'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND US-27, GO
 NF1456'NORTH ON US-27 1.2 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1456'
 NF1456'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON US-27 0.25
 NF1456'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1456'
 NF1456'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1456'CONTROL MARK, 19007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1456'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1456'IT IS 35 FEET WEST OF CENTER LINE SOUTH BOUND US-27, 33.5 FEET
 NF1456'NORTHEAST OF TELEPHONE AND POWER POLE NO. 635, 64.4 FEET
 NF1456'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 12490, AND 5 FEET NORTH
 NF1456'OF WITNESS POST.
 NF1456'
 NF1456'THE UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, 19007.
 NF1456'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NF1456'GROUND SURFACE.
 NF1456'
 NF1456'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1456'HCM, 19007 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1456'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 23.3
 NF1456'FEET WEST OF CENTER LINE SOUTH BOUND US-27, 29 FEET SOUTH OF CENTER
 NF1456'LINE GRAVEL DRIVE, AND 70 FEET EAST OF FRONT DOOR OF HOUSE NO.
 NF1456'12490.
 NF1456'
 NF1456'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1456'HCM, 19007 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1456'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1456'IS 40 FEET WEST OF CENTER LINE SOUTH BOUND US-27, 19.5 FEET EAST OF
 NF1456'TELEPHONE AND POWER POLE, AND 57 FEET NORTH NORTHWEST OF MAILBOX
 NF1456'NO. 12502.
 NF1456'
 NF1456'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1456'HCM, 19007 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1456'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 45 FEET
 NF1456'SOUTHWEST OF POWER POLE, 50 FEET NORTH OF CENTER LINE GRAVEL
 NF1456'DRIVE, 29.2 FEET OF CENTER LINE NORTH BOUND US-27, AND 5 FEET EAST
 NF1456'OF WITNESS POST.
 NF1456'
 NF1456'NEAREST TOWN--DEWITT.
 NF1456'
 NF1456'HEIGHT OF LIGHT ABOVE STATION MARK 1.19 METERS.
 NF1456
 NF1456                          STATION RECOVERY (1981)
 NF1456
 NF1456'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF1456'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1976
 NF1456'DESCRIPTION IS STILL VALID.
 NF1456'
 NF1456'THE AZIMUTH MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 NF1456'FOUND IN GOOD CONDITION AS DESCRIBED.
 NF1456
 NF1456                          STATION RECOVERY (1996)
 NF1456
 NF1456'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1455 ***********************************************************************
 NF1455  DESIGNATION -  19007 MIDOT RM 2 1976
 NF1455  PID         -  NF1455
 NF1455  STATE/COUNTY-  MI/CLINTON
 NF1455  USGS QUAD   -  LANSING NORTH (1980)
 NF1455
 NF1455                         *CURRENT SURVEY CONTROL
 NF1455  ___________________________________________________________________
 NF1455* NAD 83(1994)-  42 50 05.28727(N)    084 32 35.41084(W)     ADJUSTED  
 NF1455* NAVD 88     -       262.4    (meters)     861.     (feet)  VERTCON   
 NF1455  ___________________________________________________________________
 NF1455  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 NF1455  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF1455
 NF1455  HORZ ORDER  -  SECOND
 NF1455
 NF1455.The horizontal coordinates were established by classical geodetic methods
 NF1455.and adjusted by the National Geodetic Survey in February 1997..
 NF1455
 NF1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1455
 NF1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1455
 NF1455.The geoid height was determined by GEOID03.
 NF1455
 NF1455;                    North         East     Units Scale Factor Converg.
 NF1455;SPC MI S     -   148,281.353 3,985,570.626   MT  0.99990726   -0 07 12.4
 NF1455;SPC MI S     -   486,487.38 13,076,019.11   iFT  0.99990726   -0 07 12.4
 NF1455;UTM  16      - 4,745,397.937   700,792.580   MT  1.00009603   +1 40 15.3
 NF1455
 NF1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1455!SPC MI S     -   0.99996408  x   0.99990726  =   0.99987134
 NF1455!UTM  16      -   0.99996408  x   1.00009603  =   1.00006010
 NF1455
 NF1455|---------------------------------------------------------------------|
 NF1455| PID    Reference Object                     Distance      Geod. Az  |
 NF1455|                                                           dddmmss.s |
 NF1455| NF1456 19007                                 7.740 METERS 01230     |
 NF1455| NF1435 MILLER                              APPROX. 2.7 KM 1644832.9 |
 NF1455|---------------------------------------------------------------------|
 NF1455
 NF1455                          SUPERSEDED SURVEY CONTROL
 NF1455
 NF1455  NAD 83(1986)-  42 50 05.28601(N)    084 32 35.42983(W) AD(       ) 2
 NF1455  NAD 27      -  42 50 05.16368(N)    084 32 35.50578(W) AD(       ) 2
 NF1455  NGVD 29 (07/19/86)  262.5    (m)          861.     (f) VERT ANG       
 NF1455
 NF1455.Superseded values are not recommended for survey control.
 NF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1455.See file dsdata.txt to determine how the superseded data were derived.
 NF1455
 NF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0079345398(NAD 83)
 NF1455_MARKER: DD = SURVEY DISK
 NF1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1455+STABILITY: SURFACE MOTION
 NF1455
 NF1455  HISTORY     - Date     Condition        Report By
 NF1455  HISTORY     - 1976     MONUMENTED       NGS
 NF1455  HISTORY     - 19960704 GOOD             USPSQD
 NF1455
 NF1455                          STATION DESCRIPTION
 NF1455
 NF1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (PW)
 NF1455'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1455'19007 1976, RM 2, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1455'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1455'IS 40 FEET WEST OF CENTER LINE OF SOUTH BOUND US-27, 19.5 FEET
 NF1455'EAST OF TELEPHONE AND POWER POLE AND 57 FEET NORTH NORTHWEST OF
 NF1455'MAILBOX NO. 12502.
 NF1455
 NF1455                          STATION RECOVERY (1996)
 NF1455
 NF1455'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1442 ***********************************************************************
 NF1442  DESIGNATION -  19008
 NF1442  PID         -  NF1442
 NF1442  STATE/COUNTY-  MI/CLINTON
 NF1442  USGS QUAD   -  LANSING NORTH (1980)
 NF1442
 NF1442                         *CURRENT SURVEY CONTROL
 NF1442  ___________________________________________________________________
 NF1442* NAD 83(1994)-  42 48 48.27329(N)    084 36 10.20597(W)     ADJUSTED  
 NF1442* NAVD 88     -       259.1    (meters)     850.     (feet)  VERTCON   
 NF1442  ___________________________________________________________________
 NF1442  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 NF1442  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF1442
 NF1442  HORZ ORDER  -  SECOND
 NF1442
 NF1442.The horizontal coordinates were established by classical geodetic methods
 NF1442.and adjusted by the National Geodetic Survey in February 1997..
 NF1442
 NF1442.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1442
 NF1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1442
 NF1442.The geoid height was determined by GEOID03.
 NF1442
 NF1442;                    North         East     Units Scale Factor Converg.
 NF1442;SPC MI S     -   145,917.028 3,980,686.246   MT  0.99990766   -0 09 38.6
 NF1442;SPC MI S     -   478,730.41 13,059,994.25   iFT  0.99990766   -0 09 38.6
 NF1442;UTM  16      - 4,742,881.692   695,983.617   MT  1.00007256   +1 37 46.8
 NF1442
 NF1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1442!SPC MI S     -   0.99996461  x   0.99990766  =   0.99987228
 NF1442!UTM  16      -   0.99996461  x   1.00007256  =   1.00003717
 NF1442
 NF1442:                Primary Azimuth Mark                     Grid Az
 NF1442:SPC MI S     -  DEWITT TWP TANK                          062 13 59.3
 NF1442:UTM  16      -  DEWITT TWP TANK                          060 26 33.9
 NF1442
 NF1442|---------------------------------------------------------------------|
 NF1442| PID    Reference Object                     Distance      Geod. Az  |
 NF1442|                                                           dddmmss.s |
 NF1442| NF1439 DEWITT TWP TANK                     APPROX. 1.7 KM 0620420.7 |
 NF1442| NF1443 19008 MIDOT RM 1 1976                22.645 METERS 06922     |
 NF1442| CG9506 19008 AZ MK                                        0911730.5 |
 NF1442| CG9507 19008 RM 2                            8.051 METERS 24833     |
 NF1442|---------------------------------------------------------------------|
 NF1442
 NF1442                          SUPERSEDED SURVEY CONTROL
 NF1442
 NF1442  NAD 83(1986)-  42 48 48.27134(N)    084 36 10.22406(W) AD(       ) 2
 NF1442  NAD 27      -  42 48 48.14605(N)    084 36 10.28981(W) AD(       ) 2
 NF1442  NGVD 29 (07/19/86)  259.2    (m)          850.     (f) VERT ANG       
 NF1442
 NF1442.Superseded values are not recommended for survey control.
 NF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1442.See file dsdata.txt to determine how the superseded data were derived.
 NF1442
 NF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9598442882(NAD 83)
 NF1442_MARKER: DD = SURVEY DISK
 NF1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1442
 NF1442  HISTORY     - Date     Condition        Report By
 NF1442  HISTORY     - 1976     MONUMENTED       MIDH
 NF1442  HISTORY     - 19960704 MARK NOT FOUND   USPSQD
 NF1442
 NF1442                          STATION DESCRIPTION
 NF1442
 NF1442'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1442'THE STATION IS APPROXIMATELY 2-1/2 MILES SOUTHWEST OF DEWITT AND
 NF1442'ABOUT 6-1/2 MILES NORTH-NORTHWEST OF THE CENTER OF LANSING.  IT IS
 NF1442'LOCATED IN COUNTY ROAD RIGHT OF WAY IN THE NORTHWEST QUADRANT OF
 NF1442'AIRPORT AND CLARK ROADS IN THE SOUTHEAST CORNER OF SECTION 13 5 N,
 NF1442'R 3 W.
 NF1442'
 NF1442'TO REACH THE STATION FROM THE INTERCHANGE OF I-96 AND BUSINESS ROUTE
 NF1442'I-96 NORTHWEST OF LANSING, GO EASTERLY ON BUSINESS ROUTE I-96 (GRAND
 NF1442'RIVER AVE.) 3.6 MILES TO AIRPORT ROAD, TURN LEFT AND GO NORTH ON
 NF1442'AIRPORT ROAD 3.0 MILES TO CLARK ROAD AND THE STATION ON THE LEFT
 NF1442'AS DESCRIBED.
 NF1442'
 NF1442'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1442'CONTROL MARK 19008 MDSH AND T SURVEY 1976 SET IN A 12 INCH
 NF1442'CYLINDRICAL CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND
 NF1442'SURFACE.  IT IS 43.8 FEET WEST OF THE CENTER OF AIRPORT ROAD, 30.0
 NF1442'FEET NORTH OF THE CENTER OF CLARK ROAD, 24.5 FEET EAST OF A
 NF1442'TELEPHONE POLE, AND 4.0 FEET NORTHWEST OF A METAL WITNESS POST WITH
 NF1442'SIGN.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM
 NF1442'FA ROW 19008 AND SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY
 NF1442'48 INCHES BELOW THE GROUND SURFACE.
 NF1442'
 NF1442'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1442'HCM 19008 1976 RM 1 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1442'MONUMENT THAT PROJECT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1442'25.5 FEET EAST OF THE CENTER OF AIRPORT ROAD AND 24.8 FEET NORTH
 NF1442'OF A TELEPHONE POLE.
 NF1442'
 NF1442'REFERENCE MARK 2 IN A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1442'HCM 19008 1976 RM 2 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1442'MONUMENT THAT PROJECTS 2 INCH ABOVE THE GROUND SURFACE.  IT IS
 NF1442'20.0 FEET NORTH OF THE CENTER OF CLARK ROAD, 30.0 FEET SOUTHEAST
 NF1442'OF A 24 INCH HICKORY, AND 11.3 FEET SOUTH OF A TELEPHONE POLE.
 NF1442'
 NF1442'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1442'HCM 19008 1976 AZI MARK AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1442'MONUMENT WHICH IS SET FLUSH WITH THE GROUND.  IT IS 27.0 FEET SOUTH
 NF1442'OF THE CENTER OF CLARK, 38.2 FEET NORTH-NORTHWEST OF THE NORTHWEST
 NF1442'CORNER OF A RED BARN, 16.4 FEET NORTHWEST OF THE SOUTHWEST CORNER
 NF1442'OF A CONCRETE WELL PIT, AND 5.5 FEET SOUTHWEST OF A METAL
 NF1442'WITNESS POST WITH SIGN.  IT HAS AN UNDERGROUND MARK WHICH IS A 2
 NF1442'INCH BRASS DISK STAMPED HCM FA AZI MARK ROW 19008 AND SET IN AN
 NF1442'IRREGULAR MASS OF CONCRETE APPROXIMATELY 48 INCHES BELOW THE GROUND
 NF1442'SURFACE.
 NF1442'
 NF1442'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.5 MILE EAST ON CLARK
 NF1442'ROAD TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1442'
 NF1442'NOTE--NO MEASUREMENT WAS MADE BETWEEN REFERENCE MARKS DUE TO HEAVY
 NF1442'TRAFFIC ALONG AIRPORT ROAD.
 NF1442'
 NF1442'NEAREST TOWN--DEWITT.
 NF1442'
 NF1442'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 NF1442
 NF1442                          STATION RECOVERY (1996)
 NF1442
 NF1442'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1443 ***********************************************************************
 NF1443  DESIGNATION -  19008 MIDOT RM 1 1976
 NF1443  PID         -  NF1443
 NF1443  STATE/COUNTY-  MI/CLINTON
 NF1443  USGS QUAD   -  LANSING NORTH (1980)
 NF1443
 NF1443                         *CURRENT SURVEY CONTROL
 NF1443  ___________________________________________________________________
 NF1443* NAD 83(1994)-  42 48 48.53193(N)    084 36 09.27317(W)     ADJUSTED  
 NF1443* NAVD 88     -       256.5    (meters)     842.     (feet)  VERTCON   
 NF1443  ___________________________________________________________________
 NF1443  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 NF1443  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF1443
 NF1443  HORZ ORDER  -  SECOND
 NF1443
 NF1443.The horizontal coordinates were established by classical geodetic methods
 NF1443.and adjusted by the National Geodetic Survey in February 1997..
 NF1443
 NF1443.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1443
 NF1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1443
 NF1443.The geoid height was determined by GEOID03.
 NF1443
 NF1443;                    North         East     Units Scale Factor Converg.
 NF1443;SPC MI S     -   145,924.949 3,980,707.459   MT  0.99990765   -0 09 38.0
 NF1443;SPC MI S     -   478,756.39 13,060,063.84   iFT  0.99990765   -0 09 38.0
 NF1443;UTM  16      - 4,742,890.273   696,004.575   MT  1.00007266   +1 37 47.4
 NF1443
 NF1443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1443!SPC MI S     -   0.99996502  x   0.99990765  =   0.99987268
 NF1443!UTM  16      -   0.99996502  x   1.00007266  =   1.00003768
 NF1443
 NF1443:                Primary Azimuth Mark                     Grid Az
 NF1443:SPC MI S     -  DEWITT 1970 RM 1 1976                    011 37 41.2
 NF1443:UTM  16      -  DEWITT 1970 RM 1 1976                    009 50 15.8
 NF1443
 NF1443|---------------------------------------------------------------------|
 NF1443| PID    Reference Object                     Distance      Geod. Az  |
 NF1443|                                                           dddmmss.s |
 NF1443| NF1446 DEWITT 1970 RM 1 1976               APPROX. 5.4 KM 0112803.2 |
 NF1443| NF1442 19008                                22.645 METERS 24922     |
 NF1443|---------------------------------------------------------------------|
 NF1443
 NF1443                          SUPERSEDED SURVEY CONTROL
 NF1443
 NF1443  NAD 83(1986)-  42 48 48.52997(N)    084 36 09.29126(W) AD(       ) 2
 NF1443  NAD 27      -  42 48 48.40470(N)    084 36 09.35704(W) AD(       ) 2
 NF1443  NGVD 29 (07/19/86)  256.6    (m)          842.     (f) VERT ANG       
 NF1443
 NF1443.Superseded values are not recommended for survey control.
 NF1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1443.See file dsdata.txt to determine how the superseded data were derived.
 NF1443
 NF1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9600542890(NAD 83)
 NF1443_MARKER: DD = SURVEY DISK
 NF1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1443+STABILITY: SURFACE MOTION
 NF1443
 NF1443  HISTORY     - Date     Condition        Report By
 NF1443  HISTORY     - 1976     MONUMENTED       MIDH
 NF1443  HISTORY     - 19960704 MARK NOT FOUND   USPSQD
 NF1443
 NF1443                          STATION DESCRIPTION
 NF1443
 NF1443'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1443'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM
 NF1443'19008 1976 RM 1 AND SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1443'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 25.5 FEET
 NF1443'EAST OF THE CENTER OF AIRPORT ROAD AND 24.8 FEET NORTH OF A
 NF1443'TELEPHONE POLE.
 NF1443
 NF1443                          STATION RECOVERY (1996)
 NF1443
 NF1443'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1460 ***********************************************************************
 NF1460  DESIGNATION -  19010
 NF1460  PID         -  NF1460
 NF1460  STATE/COUNTY-  MI/CLINTON
 NF1460  USGS QUAD   -  WACOUSTA (1973)
 NF1460
 NF1460                         *CURRENT SURVEY CONTROL
 NF1460  ___________________________________________________________________
 NF1460* NAD 83(1994)-  42 48 35.41845(N)    084 39 41.51359(W)     ADJUSTED  
 NF1460* NAVD 88     -       259.0    (meters)     850.     (feet)  VERTCON   
 NF1460  ___________________________________________________________________
 NF1460  LAPLACE CORR-           2.62  (seconds)                    DEFLEC99
 NF1460  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF1460
 NF1460  HORZ ORDER  -  SECOND
 NF1460
 NF1460.The horizontal coordinates were established by classical geodetic methods
 NF1460.and adjusted by the National Geodetic Survey in February 1997..
 NF1460
 NF1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1460
 NF1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1460
 NF1460.The geoid height was determined by GEOID03.
 NF1460
 NF1460;                    North         East     Units Scale Factor Converg.
 NF1460;SPC MI S     -   145,535.530 3,975,884.693   MT  0.99990774   -0 12 02.4
 NF1460;SPC MI S     -   477,478.77 13,044,241.12   iFT  0.99990774   -0 12 02.4
 NF1460;UTM  16      - 4,742,350.287   691,195.592   MT  1.00004975   +1 35 22.7
 NF1460
 NF1460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1460!SPC MI S     -   0.99996464  x   0.99990774  =   0.99987238
 NF1460!UTM  16      -   0.99996464  x   1.00004975  =   1.00001439
 NF1460
 NF1460:                Primary Azimuth Mark                     Grid Az
 NF1460:SPC MI S     -  DEWITT TWP TANK                          079 34 51.1
 NF1460:UTM  16      -  DEWITT TWP TANK                          077 47 26.0
 NF1460
 NF1460|---------------------------------------------------------------------|
 NF1460| PID    Reference Object                     Distance      Geod. Az  |
 NF1460|                                                           dddmmss.s |
 NF1460| NF1439 DEWITT TWP TANK                     APPROX. 6.4 KM 0792248.7 |
 NF1460| NF1461 19012                               APPROX. 1.6 KM 0944058.5 |
 NF1460| CG9508 19010 RM 1                            5.504 METERS 24940     |
 NF1460| CG9509 19010 RM 2                            5.007 METERS 34217     |
 NF1460|---------------------------------------------------------------------|
 NF1460
 NF1460                          SUPERSEDED SURVEY CONTROL
 NF1460
 NF1460  NAD 83(1986)-  42 48 35.41655(N)    084 39 41.53144(W) AD(       ) 2
 NF1460  NAD 27      -  42 48 35.29174(N)    084 39 41.59098(W) AD(       ) 2
 NF1460  NGVD 29 (07/19/86)  259.1    (m)          850.     (f) VERT ANG       
 NF1460
 NF1460.Superseded values are not recommended for survey control.
 NF1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1460.See file dsdata.txt to determine how the superseded data were derived.
 NF1460
 NF1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9119642350(NAD 83)
 NF1460_MARKER: DD = SURVEY DISK
 NF1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1460_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1460
 NF1460  HISTORY     - Date     Condition        Report By
 NF1460  HISTORY     - 1976     MONUMENTED       MIDH
 NF1460
 NF1460                          STATION DESCRIPTION
 NF1460
 NF1460'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1460'THE STATION IS APPROX. 2-1/2 MILES SOUTHEAST OF WACOUSTA, 6 MILES
 NF1460'NORTHEAST OF GRAND LEDGE, 7 MILES SOUTHWEST OF DEWITT, AND 8 MILES
 NF1460'NORTHWEST OF THE CENTER OF LANSING.  IT IS LOCATED IN COUNTY ROAD
 NF1460'RIGHT OF WAY (FRANCIS ROAD) IN THE NW QUARTER OF SECTION 22 T 5 N,
 NF1460'R 3 W.
 NF1460'
 NF1460'TO REACH THE STATION FROM THE INTERCHANGE OF I-96 AND BUSINESS ROUTE
 NF1460'I-96 (GRAND RIVER AVE.) NORTHWEST OF LANSING, GO EASTERLY 0.6 MILE
 NF1460'TO FRANCIS ROAD, TURN LEFT AND GO NORTH ON FRANCIS ROAD 1.9 MILES
 NF1460'TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1460'
 NF1460'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORZONTAL
 NF1460'CONTROL MARK 19010 MDSH AND T SURVEY 1976 AND SET IN TOP OF A 12
 NF1460'INCH CYLINDRICAL CONCRETE THAT IS FLUSH WITH THE GROUND SURFACE.
 NF1460'IT IS 36.9 FEET EAST OF THE CENTER OF FRANCIS ROAD, 16.3 FEET
 NF1460'NORTHWEST OF A POWER POLE AND 4.5 FEET WEST OF A METAL WITNESS POST
 NF1460'WITH SIGN.
 NF1460'
 NF1460'REFERENCE MARK 1, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T HCM
 NF1460'19010 1976 RM 1, IS SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1460'THAT IS FLUSH WITH GROUND.  IT IS 21.5 FEET EAST OF THE CENTER OF
 NF1460'FRANCIS ROAD, 23.8 FEET NORTHWEST OF A POWER POLE, AND 21.8 FEET
 NF1460'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 NF1460'
 NF1460'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1460'HCM 19010 1976 RM 2 SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1460'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 33.8 FEET
 NF1460'EAST OF THE CENTER OF FRANCIS ROAD, 32.9 FEET NORTHWEST OF A POWER
 NF1460'POLE, 18.5 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 NF1460'
 NF1460'STATION 19012 MIDH IS TO BE USED AS AN AZIMUTH MARK.  THE STATION
 NF1460'IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL MARK 19012
 NF1460'MDSH AND T SURVEY 1976 SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1460'MONUMENT BURIED 18 INCHES BELOW THE GROUND SURFACE.  IT HAS AN
 NF1460'UNDERGROUND MARK WHICH IS A 2 INCH BRASS DISK STAMPED HCM FA ROW
 NF1460'19012 SET IN AN IRREGULAR MASS OF CONCRETE APPROX 66 INCHES BELOW
 NF1460'THE GROUND SURFACE.  IT IS 85.4 FEET NORTH-NORTHWEST OF A
 NF1460'POWER POLE, 19.0 FEET EAST OF THE CENTER OF LOWELL ROAD, AND 60.4
 NF1460'FEET SOUTHEAST OF A WOOD FENCE POST ON THE SOUTH SIDE OF FIELD
 NF1460'ENTRANCE.  IT IS 4.0 FEET WEST OF A METAL WITNESS POST WITH SIGN.
 NF1460'
 NF1460'TO REACH STATION 19012 MIDH FROM THIS STATION, GO NORTH ON FRANCIS
 NF1460'ROAD 0.2 MILES TO CLARK ROAD, TURN RIGHT AND GO EAST ON CLARK ROAD
 NF1460'1.0 MILE TO LOWELL ROAD, TURN RIGHT ON LOWELL ROAD AND GO SOUTH 0.2
 NF1460'MILE TO STATION ON THE LEFT DESCRIBED.
 NF1460'
 NF1460'STATION 19010 MIDH HAS AN UNDERGROUND MARK WHICH IS A 2 INCH DISK
 NF1460'STAMPED HCM FA ROW 19010 SET IN AN IRREGULAR MASS OF CONCRETE
 NF1460'APPROXIMATELY 48 INCHES BELOW THE SURFACE OF THE GROUND.
 NF1460'
 NF1460'NEAREST TOWN--WACOUSTA.
 NF1460'
 NF1460'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1436 ***********************************************************************
 NF1436  DESIGNATION -  19011
 NF1436  PID         -  NF1436
 NF1436  STATE/COUNTY-  MI/CLINTON
 NF1436  USGS QUAD   -  LANSING NORTH (1980)
 NF1436
 NF1436                         *CURRENT SURVEY CONTROL
 NF1436  ___________________________________________________________________
 NF1436* NAD 83(1994)-  42 49 04.28023(N)    084 31 47.88766(W)     ADJUSTED  
 NF1436* NAVD 88     -       254.7    (meters)     836.     (feet)  VERTCON   
 NF1436  ___________________________________________________________________
 NF1436  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 NF1436  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF1436
 NF1436  HORZ ORDER  -  SECOND
 NF1436
 NF1436.The horizontal coordinates were established by classical geodetic methods
 NF1436.and adjusted by the National Geodetic Survey in February 1997..
 NF1436
 NF1436.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1436
 NF1436.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1436
 NF1436.The geoid height was determined by GEOID03.
 NF1436
 NF1436;                    North         East     Units Scale Factor Converg.
 NF1436;SPC MI S     -   146,396.788 3,986,646.164   MT  0.99990756   -0 06 40.1
 NF1436;SPC MI S     -   480,304.42 13,079,547.78   iFT  0.99990756   -0 06 40.1
 NF1436;UTM  16      - 4,743,547.549   701,926.702   MT  1.00010165   +1 40 45.7
 NF1436
 NF1436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1436!SPC MI S     -   0.99996529  x   0.99990756  =   0.99987285
 NF1436!UTM  16      -   0.99996529  x   1.00010165  =   1.00006694
 NF1436
 NF1436|---------------------------------------------------------------------|
 NF1436| PID    Reference Object                     Distance      Geod. Az  |
 NF1436|                                                           dddmmss.s |
 NF1436| CG9510 19011 RM 1                            7.046 METERS 08034     |
 NF1436| NF1437 19004                               APPROX. 1.2 KM 1160734.8 |
 NF1436| CG9511 19011 RM 2                            8.072 METERS 26043     |
 NF1436|---------------------------------------------------------------------|
 NF1436
 NF1436                          SUPERSEDED SURVEY CONTROL
 NF1436
 NF1436  NAD 83(1986)-  42 49 04.27902(N)    084 31 47.90658(W) AD(       ) 2
 NF1436  NAD 27      -  42 49 04.15610(N)    084 31 47.98398(W) AD(       ) 2
 NF1436  NGVD 29 (07/19/86)  254.8    (m)          836.     (f) VERT ANG       
 NF1436
 NF1436.Superseded values are not recommended for survey control.
 NF1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1436.See file dsdata.txt to determine how the superseded data were derived.
 NF1436
 NF1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0192743548(NAD 83)
 NF1436_MARKER: DD = SURVEY DISK
 NF1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1436
 NF1436  HISTORY     - Date     Condition        Report By
 NF1436  HISTORY     - 1976     MONUMENTED       MIDH
 NF1436
 NF1436                          STATION DESCRIPTION
 NF1436
 NF1436'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1436'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF DEWITT AND 6 MILES
 NF1436'NORTH OF THE CENTER OF LANSING.  IT IS NEAR THE CENTER OF SECTION 15,
 NF1436'T 5 N, R 2 W AND IN THE RIGHT OF WAY OF US-127 FREEWAY.
 NF1436'
 NF1436'TO REACH THE STATION FROM THE INTERCHANGE OF US-127 AND LAKE LANSING
 NF1436'ROAD NORTHEAST OF LANSING, GO NORTH ON US-127 4.4 MILES TO THE
 NF1436'STATION ON THE RIGHT AS DESCRIBED.
 NF1436'
 NF1436'THE STATION IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1436'MARK 19011 MDSH AND T 1976 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1436'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 35.2 FEET NORTH
 NF1436'OF THE CENTERLINE OF NORTHBOUND US-127, 82.4 FEET WEST-SOUTHWEST OF
 NF1436'A POWER POLE, 30.6 FEET NORTHEAST OF PAVEMENT STATION STENCIL
 NF1436'AT 1114 + 00, AND 5.0 FEET EAST OF A METAL WITNESS POST WITH
 NF1436'SIGN.
 NF1436'
 NF1436'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1436'HCM 19011 1976 RM 1 AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1436'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 39.2 FEET NORTH OF
 NF1436'THE CENTERLINE OF NORTHBOUND US-127, 59.0 FEET WEST OF A
 NF1436'POWER POLE, 65.0 FEET NORTHWEST OF PAVEMENT STATION STENCIL AT
 NF1436'1113+00.
 NF1436'
 NF1436'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T HCM
 NF1436'19011 1976 RM 2 AND SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1436'WHICH IS SET FLUSH WITH THE GROUND.  IT IS 30.8 FEET NORTH OF
 NF1436'CENTERLINE OF NORTHBOUND US-127, AND 21.1 FEET NORTH-NORTHWEST OF
 NF1436'PAVEMENT STATION STENCIL AT 1114+00.
 NF1436'
 NF1436'STATION 19004 MIDH IS TO BE USED AS AN AZIMUTH MARK.  THE STATION IS
 NF1436'A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL MARK 19004
 NF1436'MDSH AND T SURVEY 1976 SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1436'MONUMENT WHICH IS SET FLUSH WITH THE GROUND SURFACE.  IT HAS AN
 NF1436'UNDERGROUND MARK WHICH IS A 2 INCH BRASS DISK STAMPED HCM FA ROW
 NF1436'19004 SET IN AN IRREGULAR MASS OF CONCRETE APPROX. 48 INCHES BELOW
 NF1436'THE SURFACE OF THE GROUND.  IT IS 24.8 FEET NORTH OF THE CENTER OF
 NF1436'CLARK ROAD, 26.0 FEET SOUTH-SOUTHEAST OF A FENCE CORNER POST, 4.5
 NF1436'FEET EAST-NORTHEAST OF METAL WITNESS POST WITH SIGN, AND 2.5 FEET
 NF1436'NORTH OF THE STEEL BEAM GUARD RAIL.
 NF1436'
 NF1436'TO REACH STATION 19004 MIDH FROM THIS STATION, GO EASTERLY ON
 NF1436'SOUTHBOUND US-127 0.8 MILE TO BRIDGE CARRYING CLARK ROAD OVER
 NF1436'US-127.  STATION IS LOCATED AT THE NORTHEAST CORNER OF THE BRIDGE
 NF1436'AS DESCRIBED.
 NF1436'
 NF1436'STATION 19011 MIDH HAS AN UNDERGROUND MARK WHICH IS A 2 INCH BRASS
 NF1436'DISK STAMPED HCM FA ROW 19011 SET IN AN IRREGULAR MASS OF CONCRETE
 NF1436'APPROXIMATELY 48 INCHES BELOW THE GROUND SURFACE.
 NF1436'
 NF1436'NEAREST TOWN--DEWITT.
 NF1436'
 NF1436'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1461 ***********************************************************************
 NF1461  DESIGNATION -  19012
 NF1461  PID         -  NF1461
 NF1461  STATE/COUNTY-  MI/CLINTON
 NF1461  USGS QUAD   -  WACOUSTA (1973)
 NF1461
 NF1461                         *CURRENT SURVEY CONTROL
 NF1461  ___________________________________________________________________
 NF1461* NAD 83(1994)-  42 48 31.14244(N)    084 38 30.71708(W)     ADJUSTED  
 NF1461* NAVD 88     -       258.5    (meters)     848.     (feet)  VERTCON   
 NF1461  ___________________________________________________________________
 NF1461  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NF1461  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF1461
 NF1461  HORZ ORDER  -  SECOND
 NF1461
 NF1461.The horizontal coordinates were established by classical geodetic methods
 NF1461.and adjusted by the National Geodetic Survey in February 1997..
 NF1461
 NF1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1461
 NF1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1461
 NF1461.The geoid height was determined by GEOID03.
 NF1461
 NF1461;                    North         East     Units Scale Factor Converg.
 NF1461;SPC MI S     -   145,398.148 3,977,492.600   MT  0.99990776   -0 11 14.2
 NF1461;SPC MI S     -   477,028.04 13,049,516.40   iFT  0.99990776   -0 11 14.2
 NF1461;UTM  16      - 4,742,263.193   692,807.242   MT  1.00005736   +1 36 10.7
 NF1461
 NF1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1461!SPC MI S     -   0.99996472  x   0.99990776  =   0.99987248
 NF1461!UTM  16      -   0.99996472  x   1.00005736  =   1.00002208
 NF1461
 NF1461|---------------------------------------------------------------------|
 NF1461| PID    Reference Object                     Distance      Geod. Az  |
 NF1461|                                                           dddmmss.s |
 NF1461| CG9512 19012 RM 1                            6.983 METERS 16219     |
 NF1461| CG9513 19012 RM 2                           12.933 METERS 25315     |
 NF1461| NF1460 19010                               APPROX. 1.6 KM 2744146.6 |
 NF1461|---------------------------------------------------------------------|
 NF1461
 NF1461                          SUPERSEDED SURVEY CONTROL
 NF1461
 NF1461  NAD 83(1986)-  42 48 31.14056(N)    084 38 30.73506(W) AD(       ) 2
 NF1461  NAD 27      -  42 48 31.01554(N)    084 38 30.79689(W) AD(       ) 2
 NF1461  NGVD 29 (07/19/86)  258.6    (m)          848.     (f) VERT ANG       
 NF1461
 NF1461.Superseded values are not recommended for survey control.
 NF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1461.See file dsdata.txt to determine how the superseded data were derived.
 NF1461
 NF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9280742263(NAD 83)
 NF1461_MARKER: DD = SURVEY DISK
 NF1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1461_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1461
 NF1461  HISTORY     - Date     Condition        Report By
 NF1461  HISTORY     - 1976     MONUMENTED       MIDH
 NF1461  HISTORY     - 19960704 GOOD             USPSQD
 NF1461
 NF1461                          STATION DESCRIPTION
 NF1461
 NF1461'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1461'THE STATION IS APPROXIMATELY 4-1/4 MILES SOUTHWEST OF DEWITT AND
 NF1461'3-1/2 MILES SOUTH-SOUTHEAST OF SOUTH RILEY CORNERS.  IT IS NEAR THE
 NF1461'WEST 1/4 CORNER ON THE WEST LINE OF SECTION 23.  T 5 N, R 3 W, THIS
 NF1461'BEING WATERTON TWP. OF CLINTON CO.
 NF1461'
 NF1461'TO REACH THE STATION FROM THE I-96 OVERPASS ON GRAND RIVER AVE., GO
 NF1461'SOUTHEAST ON GRAND RIVER AVE. 0.5 MILES TO FRANCIS RD.  TURN LEFT ON
 NF1461'FRANCIS RD., AND GO NORTH ON FRANCIS RD. 2.15 MILES TO CLARK RD.
 NF1461'TURN RIGHT ON CLARK RD., AND GO EAST ON CLARK RD. 1.15 MILES TO
 NF1461'LOWELL RD.  TURN RIGHT ON LOWELL RD., AND GO SOUTH ON LOWELL RD.
 NF1461'0.35 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1461'
 NF1461'NO AZIMUTH MARK WAS SET BECAUSE 19010 MIDH WAS VISIBLE ON FRANCIS
 NF1461'RD. TO WEST.
 NF1461'
 NF1461'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1461'CONTROL MARK, 19012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1461'CYLINDRICAL CONCRETE MONUMENT THAT IS BURIED ABOUT 18 INCHES BELOW
 NF1461'THE GROUND.  IT IS 85.4 FEET NORTH NORTHWEST OF A POWER POLE, 19.0
 NF1461'FEET EAST OF THE CENTERLINE OF LOWELL RD., 60.4 FEET SOUTHEAST OF
 NF1461'A WOOD FENCE POST ON THE SOUTH SIDE OF A FIELD ENTRANCE AND 4.0 FEET
 NF1461'WEST OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2
 NF1461'INCH BRASS DISK STAMPED HCM, FA, ROW, 19012 SET IN THE TOP OF AN
 NF1461'IRREGULAR MASS OF CONCRETE ABOUT 64 INCHES BELOW THE GROUND
 NF1461'SURFACE.
 NF1461'
 NF1461'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1461'HCM, 19012, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1461'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1461'63.5 FEET NORTH OF A POWER POLE, 23.0 FEET EAST OF THE CENTERLINE OF
 NF1461'LOWELL RD., AND 22.0 FEET SOUTH OF A STEEL WITNESS POST.
 NF1461'
 NF1461'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1461'HCM, 19012, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1461'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 24
 NF1461'FEET WEST OF THE CENTERLINE OF LOWELL RD., 53.5 FEET
 NF1461'SOUTH-SOUTHEAST OF A WOOD FENCE POST ON THE SOUTH EDGE OF A FIELD
 NF1461'ENTRANCE, AND 88.6 FEET NORTHWEST OF A POWER POLE.
 NF1461'
 NF1461'NEAREST TOWN--DEWITT.
 NF1461'
 NF1461'HEIGHT OF LIGHT ABOVE STATION MARK 6.94 METERS.
 NF1461
 NF1461                          STATION RECOVERY (1996)
 NF1461
 NF1461'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1345 ***********************************************************************
 NF1345  DESIGNATION -  19013
 NF1345  PID         -  NF1345
 NF1345  STATE/COUNTY-  MI/CLINTON
 NF1345  USGS QUAD   -  BATH (1978)
 NF1345
 NF1345                         *CURRENT SURVEY CONTROL
 NF1345  ___________________________________________________________________
 NF1345* NAD 83(1994)-  42 46 37.75404(N)    084 23 52.79097(W)     ADJUSTED  
 NF1345* NAVD 88     -       266.9    (meters)     876.     (feet)  VERTCON   
 NF1345  ___________________________________________________________________
 NF1345  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 NF1345  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF1345
 NF1345  HORZ ORDER  -  SECOND
 NF1345
 NF1345.The horizontal coordinates were established by classical geodetic methods
 NF1345.and adjusted by the National Geodetic Survey in February 1997..
 NF1345
 NF1345.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1345
 NF1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1345
 NF1345.The geoid height was determined by GEOID03.
 NF1345
 NF1345;                    North         East     Units Scale Factor Converg.
 NF1345;SPC MI S     -   141,863.226 3,997,436.275   MT  0.99990864   -0 01 16.8
 NF1345;SPC MI S     -   465,430.53 13,114,948.41   iFT  0.99990864   -0 01 16.8
 NF1345;UTM  16      - 4,739,352.281   712,855.565   MT  1.00015744   +1 46 04.1
 NF1345
 NF1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1345!SPC MI S     -   0.99996337  x   0.99990864  =   0.99987202
 NF1345!UTM  16      -   0.99996337  x   1.00015744  =   1.00012081
 NF1345
 NF1345|---------------------------------------------------------------------|
 NF1345| PID    Reference Object                     Distance      Geod. Az  |
 NF1345|                                                           dddmmss.s |
 NF1345| CG9515 19013 RM 1                            8.920 METERS 07435     |
 NF1345| CG9514 19013 AZ MK                                        2521143.0 |
 NF1345| CG9516 19013 RM 2                            9.320 METERS 25347     |
 NF1345|---------------------------------------------------------------------|
 NF1345
 NF1345                          SUPERSEDED SURVEY CONTROL
 NF1345
 NF1345  NAD 83(1986)-  42 46 37.75321(N)    084 23 52.81018(W) AD(       ) 2
 NF1345  NAD 27      -  42 46 37.63054(N)    084 23 52.90407(W) AD(       ) 2
 NF1345  NGVD 29 (07/19/86)  267.0    (m)          876.     (f) VERT ANG       
 NF1345
 NF1345.Superseded values are not recommended for survey control.
 NF1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1345.See file dsdata.txt to determine how the superseded data were derived.
 NF1345
 NF1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1285639352(NAD 83)
 NF1345_MARKER: DD = SURVEY DISK
 NF1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1345_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1345+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 NF1345
 NF1345  HISTORY     - Date     Condition        Report By
 NF1345  HISTORY     - 1976     MONUMENTED       MIDH
 NF1345  HISTORY     - 20040320 GOOD             GEOCAC
 NF1345
 NF1345                          STATION DESCRIPTION
 NF1345
 NF1345'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1345'THE STATION IS APPROXIMATELY 5-1/2 MILES NORTHEAST OF EAST LANSING
 NF1345'AND 2 MILES NORTH NORTHEAST OF THE VILLAGE OF HASLETT (BOTH STRAIGHT
 NF1345'LINE MEAS.).  IT IS NEAR THE CENTER OF THE WEST HALF OF SECTION 35.
 NF1345'T 5 N, R 1 W, THIS BEING BATH TWP.
 NF1345'
 NF1345'TO REACH THE STATION FROM THE INTERSECTION OF MARSH RD. AND TEMP.
 NF1345'I-69 WHICH IS NORTHWEST OF LAKE LANSING, GO EASTERLY ON TEMP. I-69
 NF1345'0.85 MILES TO THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF
 NF1345'TEMP. I-69 AND UPTON RD. AS DESCRIBED.
 NF1345'
 NF1345'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ON TEMP. I-69
 NF1345'0.4 MILES TO THE AZIMUTH MARK ON THE LEFT NEAR THE SOUTH R.O.W. LINE
 NF1345'OF TEMP. I-69.
 NF1345'
 NF1345'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1345'CONTROL MARK, 19013, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1345'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1345'104 FEET EAST OF THE CENTERLINE OF UPTON ROAD, 39.2 FEET NORTH OF
 NF1345'THE CENTERLINE OF WESTBOUND TEMP. I-69, 28 FEET SOUTH-SOUTHWEST OF A
 NF1345'POWER POLE, AND 3.5 FEET SOUTHWEST OF A STEEL WITNESS POST.  THE
 NF1345'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1345'19013 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44
 NF1345'INCHES BELOW THE GROUND SURFACE.
 NF1345'
 NF1345'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1345'HCM, 19013, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1345'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1345'40.5 FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 75.5 FEET
 NF1345'SOUTHWEST OF A FENCE CORNER POST, AND 30.0 FEET SOUTHEAST OF A
 NF1345'POWER POLE.
 NF1345'
 NF1345'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1345'HCM, 19013, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1345'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1345'38 FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 47 FEET
 NF1345'EAST OF A POWER POLE, AND 50.5 FEET SOUTHWEST OF A POWER POLE.
 NF1345'
 NF1345'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1345'HCM, 19013, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1345'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET
 NF1345'NORTH OF A 3 STRAND BARB WIRE FENCE, 69 FEET SOUTH OF THE CENTERLINE
 NF1345'OF TEMP. I-69, AND 4.0 FEET EAST NORTHEAST OF A STEEL WITNESS
 NF1345'POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1345'ROW, AZI MARK, 19013 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1345'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1345'
 NF1345'NEAREST TOWN--EAST LANSING.
 NF1345'
 NF1345'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 NF1345
 NF1345                          STATION RECOVERY (2004)
 NF1345
 NF1345'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1345'FOUND IN GOOD CONDITION AT COORDS N 42  46.663 W 084  23.880, ALONG
 NF1345'WITH REFERENCE MARK 1 (N42  46.633 W84 23.875') AND REFERENCE MARK 2
 NF1345'(N42  46.630' W84 23.891) WHICH WERE ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1355 ***********************************************************************
 NF1355  DESIGNATION -  19014
 NF1355  PID         -  NF1355
 NF1355  STATE/COUNTY-  MI/CLINTON
 NF1355  USGS QUAD   -  BATH (1978)
 NF1355
 NF1355                         *CURRENT SURVEY CONTROL
 NF1355  ___________________________________________________________________
 NF1355* NAD 83(1994)-  42 48 21.25560(N)    084 25 40.85751(W)     ADJUSTED  
 NF1355* NAVD 88     -       268.1    (meters)     880.     (feet)  VERTCON   
 NF1355  ___________________________________________________________________
 NF1355  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 NF1355  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF1355
 NF1355  HORZ ORDER  -  SECOND
 NF1355
 NF1355.The horizontal coordinates were established by classical geodetic methods
 NF1355.and adjusted by the National Geodetic Survey in February 1997..
 NF1355
 NF1355.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1355
 NF1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1355
 NF1355.The geoid height was determined by GEOID03.
 NF1355
 NF1355;                    North         East     Units Scale Factor Converg.
 NF1355;SPC MI S     -   145,058.131 3,994,982.264   MT  0.99990783   -0 02 30.3
 NF1355;SPC MI S     -   475,912.50 13,106,897.19   iFT  0.99990783   -0 02 30.3
 NF1355;UTM  16      - 4,742,469.746   710,302.356   MT  1.00014414   +1 44 54.0
 NF1355
 NF1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1355!SPC MI S     -   0.99996318  x   0.99990783  =   0.99987101
 NF1355!UTM  16      -   0.99996318  x   1.00014414  =   1.00010731
 NF1355
 NF1355|---------------------------------------------------------------------|
 NF1355| PID    Reference Object                     Distance      Geod. Az  |
 NF1355|                                                           dddmmss.s |
 NF1355| CG9518 19014 RM 1                           18.651 METERS 05246     |
 NF1355| NF1356 19014 MIDOT A PT 1976                21.341 METERS 05915     |
 NF1355| NF1321 LANSING TV STATION WJIM MAST        APPROX.13.7 KM 1620052.6 |
 NF1355| CG9517 19014 AZ MK                                        2721139.8 |
 NF1355| CG9519 19014 RM 2                           16.897 METERS 32237     |
 NF1355|---------------------------------------------------------------------|
 NF1355
 NF1355                          SUPERSEDED SURVEY CONTROL
 NF1355
 NF1355  NAD 83(1986)-  42 48 21.25467(N)    084 25 40.87667(W) AD(       ) 2
 NF1355  NAD 27      -  42 48 21.13277(N)    084 25 40.96727(W) AD(       ) 2
 NF1355  NGVD 29 (07/19/86)  268.2    (m)          880.     (f) VERT ANG       
 NF1355
 NF1355.Superseded values are not recommended for survey control.
 NF1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1355.See file dsdata.txt to determine how the superseded data were derived.
 NF1355
 NF1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1030242470(NAD 83)
 NF1355_MARKER: DD = SURVEY DISK
 NF1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1355_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1355
 NF1355  HISTORY     - Date     Condition        Report By
 NF1355  HISTORY     - 1976     MONUMENTED       MIDH
 NF1355
 NF1355                          STATION DESCRIPTION
 NF1355
 NF1355'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1355'THE STATION IS APPROXIMATELY 5-1/2 MILES NORTH NORTHEAST OF EAST
 NF1355'LANSING AND 4-1/4 MILES NORTH NORTHEAST OF THE VILLAGE OF HASLETT
 NF1355'(BOTH STRAIGHT LINE MEAS).  IT NEAR THE CENTER OF THE EAST HALF OF
 NF1355'SECTION 21.  T 5 N, R 1 W, THIS BEING BATH TWP.
 NF1355'
 NF1355'TO REACH THE STATION FROM THE BATH TWP. HALL AT THE INTERSECTION OF
 NF1355'WEBSTER ROAD AND DRUMHELLER RD., GO EAST ON DRUMHELLER RD. 1.05
 NF1355'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1355'
 NF1355'TO REACH THE AZIMUTH FROM THE STATION GO WEST ON DRUMHELLER RD. 0.25
 NF1355'MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1355'
 NF1355'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1355'CONTROL MARK, 19014, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1355'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1355'25.0 FEET NORTHEAST OF A 20 INCH WILD CHERRY, 113.1 FEET SOUTHEAST
 NF1355'OF DRUMHELLER-NICHOLS ROAD SIGN, 47.4 FEET SOUTH SOUTHWEST OF A 11
 NF1355'INCH HICKORY, AND 19.0 FEET SOUTH OF THE CENTERLINE OF
 NF1355'DRUMHELLER ROAD.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1355'STAMPED HCM, FA, ROW, 19014 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1355'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1355'
 NF1355'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1355'19014, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1355'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 17.0 FEET
 NF1355'NORTH OF THE CENTERLINE OF DRUMHELLER ROAD, AND 6.8 FEET SOUTH OF
 NF1355'A WOVEN WIRE FENCE.
 NF1355'
 NF1355'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1355'HCM, 19014, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1355'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NF1355'24.0 FEET NORTH OF THE CENTERLINE OF DRUMHELLER ROAD, 4.0 FEET
 NF1355'SOUTH A WOVEN WIRE FENCE, AND 69 FEET EAST OF NICHOLS RD EXTENDED.
 NF1355'
 NF1355'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1355'HCM, 19014, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1355'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1355'20.0 FEET NORTH OF THE CENTERLINE OF DRUMHELLER RD., 100 FEET EAST
 NF1355'OF THE EASTLINE OF HOUSE NO. 6540, AND 5.0 FEET EAST OF A STEEL
 NF1355'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1355'STAMPED HCM, FA, AZI MARK, ROW, 19014 SET IN THE TOP OF AN
 NF1355'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 NF1355'SURFACE.
 NF1355'
 NF1355'NEAREST TOWN--EAST LANSING.
 NF1355'
 NF1355'HEIGHT OF LIGHT ABOVE STATION MARK 1.51 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1347 ***********************************************************************
 NF1347  DESIGNATION -  19015
 NF1347  PID         -  NF1347
 NF1347  STATE/COUNTY-  MI/CLINTON
 NF1347  USGS QUAD   -  BATH (1978)
 NF1347
 NF1347                         *CURRENT SURVEY CONTROL
 NF1347  ___________________________________________________________________
 NF1347* NAD 83(1994)-  42 47 34.27872(N)    084 26 13.96135(W)     ADJUSTED  
 NF1347* NAVD 88     -       258.1    (meters)     847.     (feet)  VERTCON   
 NF1347  ___________________________________________________________________
 NF1347  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NF1347  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NF1347
 NF1347  HORZ ORDER  -  SECOND
 NF1347
 NF1347.The horizontal coordinates were established by classical geodetic methods
 NF1347.and adjusted by the National Geodetic Survey in February 1997..
 NF1347
 NF1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1347
 NF1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1347
 NF1347.The geoid height was determined by GEOID03.
 NF1347
 NF1347;                    North         East     Units Scale Factor Converg.
 NF1347;SPC MI S     -   143,609.241 3,994,228.952   MT  0.99990817   -0 02 52.8
 NF1347;SPC MI S     -   471,158.93 13,104,425.70   iFT  0.99990817   -0 02 52.8
 NF1347;UTM  16      - 4,740,997.689   709,594.501   MT  1.00014048   +1 44 30.0
 NF1347
 NF1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1347!SPC MI S     -   0.99996475  x   0.99990817  =   0.99987293
 NF1347!UTM  16      -   0.99996475  x   1.00014048  =   1.00010523
 NF1347
 NF1347:                Primary Azimuth Mark                     Grid Az
 NF1347:SPC MI S     -  19015 AZ MK                              083 21 57.0
 NF1347:UTM  16      -  19015 AZ MK                              081 34 34.2
 NF1347
 NF1347|---------------------------------------------------------------------|
 NF1347| PID    Reference Object                     Distance      Geod. Az  |
 NF1347|                                                           dddmmss.s |
 NF1347| CG9520 19015 AZ MK                                        0831904.2 |
 NF1347| NF1348 19015 MIDOT RM 1 1976                 5.715 METERS 12052     |
 NF1347| CG9522 19015 RM 2                            5.422 METERS 21848     |
 NF1347|---------------------------------------------------------------------|
 NF1347
 NF1347                          SUPERSEDED SURVEY CONTROL
 NF1347
 NF1347  NAD 83(1986)-  42 47 34.27778(N)    084 26 13.98048(W) AD(       ) 2
 NF1347  NAD 27      -  42 47 34.15545(N)    084 26 14.06988(W) AD(       ) 2
 NF1347  NGVD 29 (07/19/86)  258.2    (m)          847.     (f) VERT ANG       
 NF1347
 NF1347.Superseded values are not recommended for survey control.
 NF1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1347.See file dsdata.txt to determine how the superseded data were derived.
 NF1347
 NF1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0959540998(NAD 83)
 NF1347_MARKER: DD = SURVEY DISK
 NF1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1347_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1347
 NF1347  HISTORY     - Date     Condition        Report By
 NF1347  HISTORY     - 1976     MONUMENTED       MIDH
 NF1347
 NF1347                          STATION DESCRIPTION
 NF1347
 NF1347'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1347'THE STATION IS APPROXIMATELY 4-1/2 MILES NORTH-NORTHEAST OF EAST
 NF1347'LANSING AND 3-1/2 MILES NORTHWEST OF THE VILLAGE OF HASLETT (BOTH
 NF1347'STRAIGHT LINE MEAS.).  IT IS NEAR THE NORTH EDGE OF PARK LAKE AND
 NF1347'NEAR THE CENTER OF THE WEST HALF OF SECTION 28.  T 5 N, R 1 W, THIS
 NF1347'BEING BATH TWP OF CLINTON COUNTY.
 NF1347'
 NF1347'TO REACH THE STATION FROM THE BATH TWP. HALL AT THE INTERSECTION
 NF1347'OF DRUMHELLER ROAD AND WEBSTER RD., GO SOUTH ON WEBSTER RD. 1 MILE
 NF1347'TO C.L. 511.  FOLLOW THE CURVE TO THE LEFT ON C.L. 511 AND GO 0.4
 NF1347'MILES EASTERLY TO THE STATION ON THE RIGHT.
 NF1347'
 NF1347'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON CL 511
 NF1347'0.35 MILES TO NICHOLS RD.  TURN LEFT AND GO NORDC0000 APPROXIMATELY
 NF1347'200 FEET TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1347'
 NF1347'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1347'CONTROL MARK, 19015, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1347'CYLINDRICAL CONCRETE MONUMENT THAT IS BURIED 8 INCHES BELOW THE
 NF1347'GROUND.  IT IS 22 FEET SOUTH OF THE CENTERLINE OF WEBSTER ROAD,
 NF1347'21 FEET EAST-NORTHEAST OF A POWER POLE, 87.6 FEET SOUTH-SOUTHEAST
 NF1347'OF THE SOUTHEAST CORNER OF A HOUSE FOUNDATION, AND 3.5 FEET
 NF1347'NORTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH
 NF1347'BRASS DISK STAMPED HCM, FA, ROW, 19015 SET IN THE TOP OF AN
 NF1347'IRREGULAR CONCRETE MASS ABOUT 55 INCHES BELOW THE GROUND SURFACE.
 NF1347'
 NF1347'19015, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1347'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 38.3 FEET
 NF1347'SOUTH OF THE CENTERLINE OF WEBSTER ROAD, 33.5 FEET SOUTHEAST OF A
 NF1347'POWERPOLE, AND 35 FEET WEST-NORTHWEST OF A CORNER FENCEPOST.
 NF1347'
 NF1347'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSHA AND T,
 NF1347'HCM, 19015, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1347'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1347'31.0 FEET SOUTH OF THE CENTERLINE OF WEBSTER ROAD, 6.5 FEET
 NF1347'SOUTHEAST OF A POWER POLE, AND 61.5 FEET SOUTHWEST OF A CORNER
 NF1347'FENCE POST.
 NF1347'
 NF1347'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK THAT IS STAMPED
 NF1347'MDSH AND T, HCM, 19015, 1976, AZI MARK SET IN THE TOP OF A 12 INCH
 NF1347'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1347'14.0 FEET NORTH-NORTHWEST OF A POWER POLE, 23.0 FEET EAST OF THE
 NF1347'CENTERLINE OF NICHOLS RD., 4.0 FEET NORTHWEST OF A STEEL WITNESS
 NF1347'POST, AND 11.0 FEET SOUTHEAST OF A 12 INCH METAL PIPE (EAST END).
 NF1347'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1347'AZI MARK, ROW, 19015 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1347'CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1347'
 NF1347'NEAREST TOWN--EAST LANSING.
 NF1347'
 NF1347'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1348 ***********************************************************************
 NF1348  DESIGNATION -  19015 MIDOT RM 1 1976
 NF1348  PID         -  NF1348
 NF1348  STATE/COUNTY-  MI/CLINTON
 NF1348  USGS QUAD   -  BATH (1978)
 NF1348
 NF1348                         *CURRENT SURVEY CONTROL
 NF1348  ___________________________________________________________________
 NF1348* NAD 83(1994)-  42 47 34.18369(N)    084 26 13.74553(W)     ADJUSTED  
 NF1348* NAVD 88     -       258.3    (meters)     847.     (feet)  VERTCON   
 NF1348  ___________________________________________________________________
 NF1348  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 NF1348  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NF1348
 NF1348  HORZ ORDER  -  SECOND
 NF1348
 NF1348.The horizontal coordinates were established by classical geodetic methods
 NF1348.and adjusted by the National Geodetic Survey in February 1997..
 NF1348
 NF1348.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1348
 NF1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1348
 NF1348.The geoid height was determined by GEOID03.
 NF1348
 NF1348;                    North         East     Units Scale Factor Converg.
 NF1348;SPC MI S     -   143,606.305 3,994,233.854   MT  0.99990817   -0 02 52.7
 NF1348;SPC MI S     -   471,149.29 13,104,441.78   iFT  0.99990817   -0 02 52.7
 NF1348;UTM  16      - 4,740,994.907   709,599.493   MT  1.00014051   +1 44 30.1
 NF1348
 NF1348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1348!SPC MI S     -   0.99996472  x   0.99990817  =   0.99987289
 NF1348!UTM  16      -   0.99996472  x   1.00014051  =   1.00010523
 NF1348
 NF1348:                Primary Azimuth Mark                     Grid Az
 NF1348:SPC MI S     -  WHITE                                    179 23 06.9
 NF1348:UTM  16      -  WHITE                                    177 35 44.1
 NF1348
 NF1348|---------------------------------------------------------------------|
 NF1348| PID    Reference Object                     Distance      Geod. Az  |
 NF1348|                                                           dddmmss.s |
 NF1348| NF1354 WHITE                               APPROX. 2.6 KM 1792014.2 |
 NF1348| NF1347 19015                                 5.715 METERS 30052     |
 NF1348|---------------------------------------------------------------------|
 NF1348
 NF1348                          SUPERSEDED SURVEY CONTROL
 NF1348
 NF1348  NAD 83(1986)-  42 47 34.18274(N)    084 26 13.76466(W) AD(       ) 2
 NF1348  NAD 27      -  42 47 34.06041(N)    084 26 13.85408(W) AD(       ) 2
 NF1348  NGVD 29 (07/19/86)  258.4    (m)          848.     (f) VERT ANG       
 NF1348
 NF1348.Superseded values are not recommended for survey control.
 NF1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1348.See file dsdata.txt to determine how the superseded data were derived.
 NF1348
 NF1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0959940995(NAD 83)
 NF1348_MARKER: DD = SURVEY DISK
 NF1348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1348+STABILITY: SURFACE MOTION
 NF1348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1348+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 NF1348
 NF1348  HISTORY     - Date     Condition        Report By
 NF1348  HISTORY     - 1976     MONUMENTED       MIDH
 NF1348  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 NF1348  HISTORY     - 20040410 GOOD             GEOCAC
 NF1348
 NF1348                          STATION DESCRIPTION
 NF1348
 NF1348'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1348'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1348'19015, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1348'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 38.3 FEET
 NF1348'SOUTH OF THE CENTERLINE OF WEBSTER ROAD, 33.5 FEET SOUTHEAST OF A
 NF1348'POWER POLE AND 35 FEET WEST-NORTHWEST OF A CORNER FENCEPOST.
 NF1348
 NF1348                          STATION RECOVERY (1996)
 NF1348
 NF1348'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1348'MARK NOT FOUND.
 NF1348
 NF1348                          STATION RECOVERY (2004)
 NF1348
 NF1348'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1348'THIS MARK IS RIGHT WHERE IT SHOULD BE. IT IS CURRENTLY BEHIND A FENCE
 NF1348'NEAR PARK LAKE. THE MARK IS STILL ABOVE GROUND AND HAS A FEW SCRATCHES
 NF1348'ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1352 ***********************************************************************
 NF1352  DESIGNATION -  19016
 NF1352  PID         -  NF1352
 NF1352  STATE/COUNTY-  MI/CLINTON
 NF1352  USGS QUAD   -  BATH (1978)
 NF1352
 NF1352                         *CURRENT SURVEY CONTROL
 NF1352  ___________________________________________________________________
 NF1352* NAD 83(1994)-  42 46 42.28975(N)    084 23 28.67818(W)     ADJUSTED  
 NF1352* NAVD 88     -       267.0    (meters)     876.     (feet)  VERTCON   
 NF1352  ___________________________________________________________________
 NF1352  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NF1352  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF1352
 NF1352  HORZ ORDER  -  SECOND
 NF1352
 NF1352.The horizontal coordinates were established by classical geodetic methods
 NF1352.and adjusted by the National Geodetic Survey in February 1997..
 NF1352
 NF1352.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1352
 NF1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1352
 NF1352.The geoid height was determined by GEOID03.
 NF1352
 NF1352;                    North         East     Units Scale Factor Converg.
 NF1352;SPC MI S     -   142,002.993 3,997,984.397   MT  0.99990860   -0 01 00.3
 NF1352;SPC MI S     -   465,889.08 13,116,746.71   iFT  0.99990860   -0 01 00.3
 NF1352;UTM  16      - 4,739,509.133   713,399.192   MT  1.00016029   +1 46 20.7
 NF1352
 NF1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1352!SPC MI S     -   0.99996335  x   0.99990860  =   0.99987196
 NF1352!UTM  16      -   0.99996335  x   1.00016029  =   1.00012364
 NF1352
 NF1352|---------------------------------------------------------------------|
 NF1352| PID    Reference Object                     Distance      Geod. Az  |
 NF1352|                                                           dddmmss.s |
 NF1352| CG9523 19016 RM 1                            8.519 METERS 06218     |
 NF1352| CG9524 19016 RM 2                            7.900 METERS 24021     |
 NF1352| NF1345 19013                               APPROX. 0.6 KM 2554040.9 |
 NF1352|---------------------------------------------------------------------|
 NF1352
 NF1352                          SUPERSEDED SURVEY CONTROL
 NF1352
 NF1352  NAD 83(1986)-  42 46 42.28894(N)    084 23 28.69751(W) AD(       ) 2
 NF1352  NAD 27      -  42 46 42.16631(N)    084 23 28.79237(W) AD(       ) 2
 NF1352  NGVD 29 (07/19/86)  267.1    (m)          876.     (f) VERT ANG       
 NF1352
 NF1352.Superseded values are not recommended for survey control.
 NF1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1352.See file dsdata.txt to determine how the superseded data were derived.
 NF1352
 NF1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1339939509(NAD 83)
 NF1352_MARKER: DD = SURVEY DISK
 NF1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1352_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1352
 NF1352  HISTORY     - Date     Condition        Report By
 NF1352  HISTORY     - 1976     MONUMENTED       MIDH
 NF1352  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 NF1352
 NF1352                          STATION DESCRIPTION
 NF1352
 NF1352'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1352'THE STATION MARK IS APPROXIMATELY 5-3/4 MILES NORTHEAST OF EAST
 NF1352'LANSING, 2-1/4 MILES NORTH-NORTHEAST OF THE VILLAGE OF HASLETT, AND
 NF1352'8 MILES SOUTH-SOUTHEAST OF LAINGSBURG (ALL STRAIGHT LINE MEAS.).  IT
 NF1352'IS IN THE SOUTHERN PART OF THE NORTHEAST QUADRANT OF SECTION 35.
 NF1352'T 5 N, R 1 W, THIS BEING BATH TWP., CLINTON CO.
 NF1352'
 NF1352'TO REACH THE STATION FROM THE SHIAWASSEE AND CLINTON COUNTY LINE
 NF1352'ON TEMP I-69, GO WESTERLY ON TEMP. I-69 1.75 MILES TO THE STATION ON
 NF1352'THE LEFT NEAR THE SOUTHERLY R.O.W. FENCE OF TEMP. I-69 AS
 NF1352'DESCRIBED.
 NF1352'
 NF1352'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1352'AND STATION 19013 MIDH AND STATION 19017 MIDH COULD BE SIGHTED.
 NF1352'
 NF1352'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1352'CONTROL MARK, 19016, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1352'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NF1352'IT IS 128 FEET WEST OF A POWER POLE, 68 FEET SOUTH OF THE
 NF1352'CENTERLINE OF EASTBOUND TEMP. I-69, AND 5.0 FEET NORTH OF A
 NF1352'STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1352'STAMPED HCM, FA, ROW, 19016 SET IN THE TOP OF AN IRREGULAR MASS
 NF1352'OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1352'
 NF1352'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1352'HCM, 19016, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1352'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1352'100 FEET WEST OF A POWER POLE AND 67 FEET SOUTH OF THE CENTERLINE OF
 NF1352'EASTBOUND TEMP. I-69.
 NF1352'
 NF1352'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1352'HCM, 19016, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1352'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1352'106 FEET EAST OF A POWER POLE AND 69 FEET SOUTH OF THE CENTERLINE OF
 NF1352'TEMP. I-69 EASTBOUND.
 NF1352'
 NF1352'NEAREST TOWN--EAST LANSING.
 NF1352'
 NF1352'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1352
 NF1352                          STATION RECOVERY (1996)
 NF1352
 NF1352'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1353 ***********************************************************************
 NF1353  DESIGNATION -  19017
 NF1353  PID         -  NF1353
 NF1353  STATE/COUNTY-  MI/CLINTON
 NF1353  USGS QUAD   -  BATH (1978)
 NF1353
 NF1353                         *CURRENT SURVEY CONTROL
 NF1353  ___________________________________________________________________
 NF1353* NAD 83(1994)-  42 47 04.37484(N)    084 22 51.44632(W)     ADJUSTED  
 NF1353* NAVD 88     -       269.8    (meters)     885.     (feet)  VERTCON   
 NF1353  ___________________________________________________________________
 NF1353  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 NF1353  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF1353
 NF1353  HORZ ORDER  -  SECOND
 NF1353
 NF1353.The horizontal coordinates were established by classical geodetic methods
 NF1353.and adjusted by the National Geodetic Survey in February 1997..
 NF1353
 NF1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1353
 NF1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1353
 NF1353.The geoid height was determined by GEOID03.
 NF1353
 NF1353;                    North         East     Units Scale Factor Converg.
 NF1353;SPC MI S     -   142,684.235 3,998,830.771   MT  0.99990841   -0 00 35.0
 NF1353;SPC MI S     -   468,124.13 13,119,523.53   iFT  0.99990841   -0 00 35.0
 NF1353;UTM  16      - 4,740,216.649   714,224.092   MT  1.00016463   +1 46 46.7
 NF1353
 NF1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1353!SPC MI S     -   0.99996291  x   0.99990841  =   0.99987133
 NF1353!UTM  16      -   0.99996291  x   1.00016463  =   1.00012754
 NF1353
 NF1353|---------------------------------------------------------------------|
 NF1353| PID    Reference Object                     Distance      Geod. Az  |
 NF1353|                                                           dddmmss.s |
 NF1353| CG9525 19017 RM 1                            8.031 METERS 05434     |
 NF1353| CG9526 19017 RM 2                            8.260 METERS 12752     |
 NF1353| NF1352 19016                               APPROX. 1.1 KM 2310935.5 |
 NF1353|---------------------------------------------------------------------|
 NF1353
 NF1353                          SUPERSEDED SURVEY CONTROL
 NF1353
 NF1353  NAD 83(1986)-  42 47 04.37404(N)    084 22 51.46578(W) AD(       ) 2
 NF1353  NAD 27      -  42 47 04.25162(N)    084 22 51.56206(W) AD(       ) 2
 NF1353  NGVD 29 (07/19/86)  269.9    (m)          885.     (f) VERT ANG       
 NF1353
 NF1353.Superseded values are not recommended for survey control.
 NF1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1353.See file dsdata.txt to determine how the superseded data were derived.
 NF1353
 NF1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1422440217(NAD 83)
 NF1353_MARKER: DD = SURVEY DISK
 NF1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1353_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1353+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 NF1353
 NF1353  HISTORY     - Date     Condition        Report By
 NF1353  HISTORY     - 1976     MONUMENTED       MIDH
 NF1353  HISTORY     - 19960712 GOOD             USPSQD
 NF1353  HISTORY     - 20040410 GOOD             GEOCAC
 NF1353
 NF1353                          STATION DESCRIPTION
 NF1353
 NF1353'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1353'THE STATION IS APPROXIMATELY 6-1/2 MILES NORTHEAST OF EAST LANSING
 NF1353'AND 3 MILES NORTH-NORTHEAST OF THE VILLAGE OF HASLETT (BOTH STRAIGHT
 NF1353'LINE MEAS.).  IT IS NEAR THE CENTER OF THE SOUTH LINE OF THE
 NF1353'SOUTHWEST QUADRANT OF SECTION 25.  T 5 N, R 1 W.
 NF1353'
 NF1353'TO REACH THE STATION FROM THE SHIAWASSEE AND CLINTON COUNTY LINE ON
 NF1353'TEMP. I-69 GO WESTERLY ON TEMP. I-69 1.15 MILES TO THE STATION ON
 NF1353'THE LEFT IN THE NORTHEAST QUADRANT OF TEMP. I-69 AND STATE RD. AS
 NF1353'DESCRIBED.
 NF1353'
 NF1353'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1353'AND STATION 19016 MIDH AND STATION 76004 MIDH COULD BE SIGHTED.
 NF1353'
 NF1353'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1353'CONTROL MARK, MDSH AND T, 19017, 1976 SET IN THE TOP OF A 12 INCH
 NF1353'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1353'43.5 FEET SOUTHEAST OF THE CENTERLINE OF EASTBOUND TEMP. I-69, 38
 NF1353'FEET NORTHEAST OF THE CENTERLINE OF STATE RD., 83 FEET WEST-NORTHWEST
 NF1353'OF THE SOUTH END OF A FENCE, AND 5.5 FEET NORTH OF A STEEL WITNESS
 NF1353'POST.  UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM,
 NF1353'FA, ROW, 19017 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1353'ABOUT 44 INCHES BELOW THE GROUND.
 NF1353'
 NF1353'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1353'HCM, 19017, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1353'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1353'46 FEET SOUTHEAST OF THE CENTERLINE OF EASTBOUND TEMP. I-69, 53
 NF1353'FEET NORTHEAST OF THE CENTERLINE OF STATE RD., AND 74 FEET
 NF1353'EAST-NORTHEAST OF THE NORTH END OF A FENCE.
 NF1353'
 NF1353'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1353'HCM, 19017, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1353'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1353'22 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD, 61 FEET
 NF1353'WEST-NORTHWEST OF THE SOUTH END OF A FENCE, AND 69.5 FEET SOUTHEAST
 NF1353'OF THE CENTERLINE OF EASTBOUND TEMP. I-69.
 NF1353'
 NF1353'NEAREST TOWN--EAST LANSING.
 NF1353'
 NF1353'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
 NF1353
 NF1353                          STATION RECOVERY (1996)
 NF1353
 NF1353'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1353'RECOVERED IN GOOD CONDITION.
 NF1353
 NF1353                          STATION RECOVERY (2004)
 NF1353
 NF1353'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1353'THE MARK WAS FOUND PARTIALLY BURIED, BUT STILL IN GOOD SHAPE. HAD
 NF1353'RECENTLY BEEN RAN OVER. THERE IS NO LONGER A WITNESS POST.THE MARK WAS
 NF1353'FOUND PARTIALLY BURIED, BUT STILL IN GOOD SHAPE. HAD RECENTLY BEEN RAN
 NF1353'OVER. THERE IS NO WITNESS POST.
 NF1353'REFERENCE MARK 1 IS IN GOOD SHAPE AND CAN BE FOUND AT N42  47.075' W84
 NF1353'22.852'. IT IS AT THE BASE OF A WITNESS POST WITHOUT A SIGN.
 NF1353' REFERENCE MARK 2 LOOKS LIKE IT HAS BEEN MOVED OR HIT. IT IS STICKING
 NF1353'OUT OF THE GROUND AND IS ALMOST LAYING ON ITS SIDE PARALLEL TO STATE
 NF1353'RD. IT CAN BE FOUND AT N42  47.070' W84  22.853'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0230 ***********************************************************************
 NF0230  DESIGNATION -  191 1/2
 NF0230  PID         -  NF0230
 NF0230  STATE/COUNTY-  MI/EATON
 NF0230  USGS QUAD   -  OLIVET (1980)
 NF0230
 NF0230                         *CURRENT SURVEY CONTROL
 NF0230  ___________________________________________________________________
 NF0230* NAD 83(1986)-  42 27 21.     (N)    084 58 58.     (W)     SCALED    
 NF0230* NAVD 88     -       265.572  (meters)     871.30   (feet)  ADJUSTED  
 NF0230  ___________________________________________________________________
 NF0230  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NF0230  DYNAMIC HT  -         265.486 (meters)     871.02  (feet)  COMP
 NF0230  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 NF0230
 NF0230  VERT ORDER  -  SECOND    CLASS 0
 NF0230
 NF0230.The horizontal coordinates were scaled from a topographic map and have
 NF0230.an estimated accuracy of +/- 6 seconds.
 NF0230
 NF0230.The orthometric height was determined by differential leveling
 NF0230.and adjusted by the National Geodetic Survey in June 1991..
 NF0230
 NF0230.The geoid height was determined by GEOID03.
 NF0230
 NF0230.The dynamic height is computed by dividing the NAVD 88
 NF0230.geopotential number by the normal gravity value computed on the
 NF0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0230.degrees latitude (g = 980.6199 gals.).
 NF0230
 NF0230.The modeled gravity was interpolated from observed gravity values.
 NF0230
 NF0230;                    North         East    Units  Estimated Accuracy
 NF0230;SPC MI S     -   106,360.    3,949,320.      MT  (+/- 180 meters Scaled)
 NF0230
 NF0230                          SUPERSEDED SURVEY CONTROL
 NF0230
 NF0230  NGVD 29 (??/??/92)  265.693  (m)          871.69   (f) ADJ UNCH    2 0
 NF0230
 NF0230.Superseded values are not recommended for survey control.
 NF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0230.See file dsdata.txt to determine how the superseded data were derived.
 NF0230
 NF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN658023(NAD 83)
 NF0230_MARKER: B = BOLT
 NF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0230_STAMPING: 191-1/2
 NF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0230+STABILITY: SURFACE MOTION
 NF0230
 NF0230  HISTORY     - Date     Condition        Report By
 NF0230  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0230  HISTORY     - 1934     GOOD             NGS
 NF0230  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0230  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0230
 NF0230                          STATION DESCRIPTION
 NF0230
 NF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0230'2.8 MI SW FROM OLIVET.
 NF0230'2.8 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0230'FROM THE STATION AT OLIVET, EATON COUNTY, 0.5 MILE NORTHEAST
 NF0230'OF MILEPOST C 191, 195 YARDS NORTHEAST OF SEMAPHORE 191.3,
 NF0230'28.9 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST
 NF0230'TRACK, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NF0230'BOLT, STAMPED 191-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0230
 NF0230                          STATION RECOVERY (1976)
 NF0230
 NF0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0230'MARK NOT FOUND.
 NF0230
 NF0230                          STATION RECOVERY (2001)
 NF0230
 NF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0230'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0290 ***********************************************************************
 NF0290  DESIGNATION -  198.3
 NF0290  PID         -  NF0290
 NF0290  STATE/COUNTY-  MI/EATON
 NF0290  USGS QUAD   -  CHESTER (1980)
 NF0290
 NF0290                         *CURRENT SURVEY CONTROL
 NF0290  ___________________________________________________________________
 NF0290* NAD 83(1994)-  42 31 20.28247(N)    084 52 40.32176(W)     ADJUSTED  
 NF0290* NAVD 88     -       270.248  (meters)     886.64   (feet)  ADJUSTED  
 NF0290  ___________________________________________________________________
 NF0290  X           -     420,339.762 (meters)                     COMP
 NF0290  Y           -  -4,689,355.341 (meters)                     COMP
 NF0290  Z           -   4,288,700.508 (meters)                     COMP
 NF0290  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 NF0290  ELLIP HEIGHT-         236.28  (meters)          (07/17/02) GPS OBS
 NF0290  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF0290  DYNAMIC HT  -         270.160 (meters)     886.35  (feet)  COMP
 NF0290  MODELED GRAV-     980,288.7   (mgal)                       NAVD 88
 NF0290
 NF0290  HORZ ORDER  -  SECOND
 NF0290  VERT ORDER  -  SECOND    CLASS 0
 NF0290  ELLP ORDER  -  FOURTH    CLASS I
 NF0290
 NF0290.The horizontal coordinates were established by GPS observations
 NF0290.and adjusted by the National Geodetic Survey in February 1997..
 NF0290
 NF0290.The orthometric height was determined by differential leveling
 NF0290.and adjusted by the National Geodetic Survey in June 1991..
 NF0290
 NF0290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0290
 NF0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0290
 NF0290.The ellipsoidal height was determined by GPS observations
 NF0290.and is referenced to NAD 83.
 NF0290
 NF0290.The geoid height was determined by GEOID03.
 NF0290
 NF0290.The dynamic height is computed by dividing the NAVD 88
 NF0290.geopotential number by the normal gravity value computed on the
 NF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0290.degrees latitude (g = 980.6199 gals.).
 NF0290
 NF0290.The modeled gravity was interpolated from observed gravity values.
 NF0290
 NF0290;                    North         East     Units Scale Factor Converg.
 NF0290;SPC MI S     -   113,682.035 3,957,998.093   MT  0.99992680   -0 20 52.4
 NF0290;SPC MI S     -   372,972.56 12,985,558.05   iFT  0.99992680   -0 20 52.4
 NF0290;UTM  16      - 4,709,951.607   674,308.987   MT  0.99997383   +1 26 04.8
 NF0290
 NF0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0290!SPC MI S     -   0.99996295  x   0.99992680  =   0.99988975
 NF0290!UTM  16      -   0.99996295  x   0.99997383  =   0.99993678
 NF0290
 NF0290                          SUPERSEDED SURVEY CONTROL
 NF0290
 NF0290  ELLIP H (02/03/97)  236.30   (m)                       GP(       ) 4 1
 NF0290  NAD 83(1986)-  42 31 20.28172(N)    084 52 40.33685(W) AD(       ) 2
 NF0290  NAVD 88 (10/25/93)  270.25   (m)          886.6    (f) LEVELING    3  
 NF0290  NGVD 29 (??/??/92)  270.363  (m)          887.02   (f) ADJ UNCH    2 0
 NF0290
 NF0290.Superseded values are not recommended for survey control.
 NF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0290.See file dsdata.txt to determine how the superseded data were derived.
 NF0290
 NF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7430909952(NAD 83)
 NF0290_MARKER: B = BOLT
 NF0290_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NF0290_SP_SET: BRIDGE ABUTMENT
 NF0290_STAMPING: 198.3
 NF0290_MARK LOGO: GTWRR 
 NF0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0290+STABILITY: SURFACE MOTION
 NF0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0290+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 NF0290
 NF0290  HISTORY     - Date     Condition        Report By
 NF0290  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0290  HISTORY     - 1934     GOOD             NGS
 NF0290  HISTORY     - 1976     GOOD             NGS
 NF0290  HISTORY     - 19910820 GOOD             MIDT
 NF0290  HISTORY     - 20011128 GOOD             NGS
 NF0290
 NF0290                          STATION DESCRIPTION
 NF0290
 NF0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0290'4.2 MI SW FROM CHARLOTTE.
 NF0290'4.2 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD
 NF0290'FROM THE STATION AT CHARLOTTE, EATON COUNTY, 155 YARDS NORTHEAST OF
 NF0290'SEMAPHORE 198.3 AT THE NORTH CORNER OF A BRIDGE, IN THE TOP OF THE
 NF0290'NORTH PIER, 4.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 NF0290'NORTHWEST TRACK, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 NF0290'COPPER BOLT, STAMPED 198.3.
 NF0290
 NF0290                          STATION RECOVERY (1976)
 NF0290
 NF0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0290'RECOVERED IN GOOD CONDITION.
 NF0290
 NF0290                          STATION RECOVERY (1991)
 NF0290
 NF0290'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0290'STATION IS LOCATED IN QUAD 420844.  IT IS IN THE NORTHEAST 1/4 OF
 NF0290'SECTION 34, T-2-N, R-5-W, CARMEL TOWNSHIP, AND ON THE CHESTER
 NF0290'QUADRANGLE MAP.  IT IS ABOUT 11-1/4 MILES WEST FROM EATON RAPIDS,
 NF0290'5-3/4 MILES NORTH-NORTHEAST FROM OLIVET, 3-1/4 MILES SOUTHWEST FROM
 NF0290'CHARLOTTE, AND ON THE GRAND TRUNK RAILROAD RIGHT-OF-WAY. STATION IS
 NF0290'ACCESSED FROM PROPERTY OF DUANE HICE, OF 3537 SHERMAN ROAD,
 NF0290'CHARLOTTE, MICH. 48813
 NF0290'$
 NF0290'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY M-79
 NF0290'(LAWRENCE AVENUE) AND BATTLE CREEK ROAD AT THE WEST SIDE OF
 NF0290'CHARLOTTE, GO SOUTHWESTERLY ON BATTLE CREEK ROAD FOR 1.36 MI
 NF0290'(2.19 KM) TO MAURER ROAD INTERSECTION.  TURN LEFT AND GO SOUTH ON
 NF0290'MAURER ROAD FOR 0.95 MI (1.53 KM) TO A FIELD DRIVE ON THE RIGHT AT
 NF0290'THE RAILROAD CROSSING. TURN RIGHT INTO FIELD DRIVE GOING SOUTHWEST
 NF0290'PARALLELING RAILROAD TRACKS 0.15 MI (0.24 KM) TO RAILROAD BRIDGE AND
 NF0290'STATION ON THE LEFT.
 NF0290'$
 NF0290'STATION IS 17 FT (5.2 M) NORTHEAST FROM THE CENTER OF THE RAILROAD
 NF0290'BRIDGE, 5.0 FT (1.5 M) NORTHWEST FROM THE NORTHWEST RAIL, 2.0 FT
 NF0290'(0.6 M) SOUTHWEST FROM A METAL WITNESS POST WITH SIGN, 1.8 FT
 NF0290'(0.5 M) SOUTHWEST FROM THE NORTHEAST FACE OF ABUTMENT, 0.8 FT
 NF0290'(24.4 CM) SOUTHEAST FROM THE NORTHWEST FACE OF THE NORTHWEST BRIDGE
 NF0290'ABUTMENT.
 NF0290
 NF0290                          STATION RECOVERY (2001)
 NF0290
 NF0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0290'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0063 ***********************************************************************
 NF0063  DESIGNATION -  2
 NF0063  PID         -  NF0063
 NF0063  STATE/COUNTY-  MI/INGHAM
 NF0063  USGS QUAD   -  EAST LANSING (1970)
 NF0063
 NF0063                         *CURRENT SURVEY CONTROL
 NF0063  ___________________________________________________________________
 NF0063* NAD 83(1986)-  42 43 58.     (N)    084 28 44.     (W)     SCALED    
 NF0063* NAVD 88     -       256.62   (+/-2cm)     841.9    (feet)  VERTCON   
 NF0063  ___________________________________________________________________
 NF0063  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0063
 NF0063  VERT ORDER  -  ? (See Below)
 NF0063
 NF0063.The horizontal coordinates were scaled from a topographic map and have
 NF0063.an estimated accuracy of +/- 6 seconds.
 NF0063
 NF0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0063.The vertical order pertains to the NGVD 29 superseded value.
 NF0063
 NF0063.The geoid height was determined by GEOID03.
 NF0063
 NF0063;                    North         East    Units  Estimated Accuracy
 NF0063;SPC MI S     -   136,940.    3,990,810.      MT  (+/- 180 meters Scaled)
 NF0063
 NF0063                          SUPERSEDED SURVEY CONTROL
 NF0063
 NF0063  NGVD 29 (??/??/92)  256.757  (m)          842.38   (f) ADJ UNCH    ?  
 NF0063
 NF0063.Superseded values are not recommended for survey control.
 NF0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0063.See file dsdata.txt to determine how the superseded data were derived.
 NF0063
 NF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN063342(NAD 83)
 NF0063_MARKER: B = BOLT
 NF0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0063+STABILITY: SURFACE MOTION
 NF0063
 NF0063  HISTORY     - Date     Condition        Report By
 NF0063  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0063  HISTORY     - 1932     GOOD             MISCOL
 NF0063
 NF0063                          STATION DESCRIPTION
 NF0063
 NF0063'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0063'AT EAST LANSING.
 NF0063'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0063'CAMPUS, AT THE CENTER OF THE TRIANGLE BETWEEN THE GYMNASIUM,
 NF0063'THE OLD ARMORY, AND THE BOTANICAL GARDENS, 147 FEET NORTHEAST
 NF0063'OF THE NORTHEAST CORNER OF THE WOMENS GYMNASIUM, 136 FEET
 NF0063'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ARMORY, AND 6 FEET
 NF0063'NORTHEAST OF AN EVERGREEN TREE.  A BOLT, SET IN THE TOP OF A
 NF0063'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0056 ***********************************************************************
 SG0056  DESIGNATION -  2
 SG0056  PID         -  SG0056
 SG0056  STATE/COUNTY-  MI/HOUGHTON
 SG0056  USGS QUAD   -  HANCOCK (1975)
 SG0056
 SG0056                         *CURRENT SURVEY CONTROL
 SG0056  ___________________________________________________________________
 SG0056* NAD 83(1986)-  47 07 33.     (N)    088 34 10.     (W)     SCALED    
 SG0056* NAVD 88     -       185.652  (meters)     609.09   (feet)  ADJUSTED  
 SG0056  ___________________________________________________________________
 SG0056  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 SG0056  DYNAMIC HT  -         185.681 (meters)     609.19  (feet)  COMP
 SG0056  MODELED GRAV-     980,762.5   (mgal)                       NAVD 88
 SG0056
 SG0056  VERT ORDER  -  FIRST     CLASS II
 SG0056
 SG0056.The horizontal coordinates were scaled from a topographic map and have
 SG0056.an estimated accuracy of +/- 6 seconds.
 SG0056
 SG0056.The orthometric height was determined by differential leveling
 SG0056.and adjusted by the National Geodetic Survey in June 1991..
 SG0056
 SG0056.The geoid height was determined by GEOID03.
 SG0056
 SG0056.The dynamic height is computed by dividing the NAVD 88
 SG0056.geopotential number by the normal gravity value computed on the
 SG0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0056.degrees latitude (g = 980.6199 gals.).
 SG0056
 SG0056.The modeled gravity was interpolated from observed gravity values.
 SG0056
 SG0056;                    North         East    Units  Estimated Accuracy
 SG0056;SPC MI N     -   261,550.    7,880,920.      MT  (+/- 180 meters Scaled)
 SG0056
 SG0056                          SUPERSEDED SURVEY CONTROL
 SG0056
 SG0056  NGVD 29 (??/??/92)  185.663  (m)          609.13   (f) ADJ UNCH    1 2
 SG0056
 SG0056.Superseded values are not recommended for survey control.
 SG0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0056.See file dsdata.txt to determine how the superseded data were derived.
 SG0056
 SG0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT809203(NAD 83)
 SG0056_MARKER: Z = SEE DESCRIPTION
 SG0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0056_SP_SET: WATER TABLE
 SG0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0056
 SG0056  HISTORY     - Date     Condition        Report By
 SG0056  HISTORY     - UNK      MONUMENTED       DOD
 SG0056  HISTORY     - 1934     GOOD             NGS
 SG0056  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0056
 SG0056                          STATION DESCRIPTION
 SG0056
 SG0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0056'AT HANCOCK.
 SG0056'AT HANCOCK, HOUGHTON COUNTY, IN THE SECTION OF THE CITY KNOWN AS
 SG0056'RIPLEY, ON PORTAGE LAKE, AT THE HOUGHTON COUNTY ROAD COMMISSION BRICK
 SG0056'OFFICE BUILDING, AT THE EXTREME SOUTHWEST CORNER OF THE SANDSTONE
 SG0056'WATER TABLE, AND ON THE CENTER OF THE BEVEL.  A CHISELED CUT.
 SG0056
 SG0056                          STATION RECOVERY (1996)
 SG0056
 SG0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0056'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1019 ***********************************************************************
 AI1019  DESIGNATION -  2
 AI1019  PID         -  AI1019
 AI1019  STATE/COUNTY-  MI/CHARLEVOIX
 AI1019  USGS QUAD   -  
 AI1019
 AI1019                         *CURRENT SURVEY CONTROL
 AI1019  ___________________________________________________________________
 AI1019* NAD 83(1994)-  45 19 05.72068(N)    085 15 30.59344(W)     ADJUSTED  
 AI1019* NAVD 88     -       182.6    (meters)     599.     (feet)  GPS OBS   
 AI1019  ___________________________________________________________________
 AI1019  X           -     371,361.364 (meters)                     COMP
 AI1019  Y           -  -4,477,240.670 (meters)                     COMP
 AI1019  Z           -   4,512,393.614 (meters)                     COMP
 AI1019  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AI1019  ELLIP HEIGHT-         147.55  (meters)          (07/12/02) GPS OBS
 AI1019  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 AI1019
 AI1019  HORZ ORDER  -  FIRST
 AI1019  ELLP ORDER  -  FOURTH    CLASS I
 AI1019
 AI1019.The horizontal coordinates were established by GPS observations
 AI1019.and adjusted by the National Geodetic Survey in August 1999..
 AI1019
 AI1019.The orthometric height was determined by GPS observations and a
 AI1019.high-resolution geoid model.
 AI1019
 AI1019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1019
 AI1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1019
 AI1019.The ellipsoidal height was determined by GPS observations
 AI1019.and is referenced to NAD 83.
 AI1019
 AI1019.The geoid height was determined by GEOID03.
 AI1019
 AI1019;                    North         East     Units Scale Factor Converg.
 AI1019;SPC MI C     -   222,802.795 5,930,078.294   MT  0.99993409   -0 37 48.0
 AI1019;SPC MI C     -   730,980.30 19,455,637.45   iFT  0.99993409   -0 37 48.0
 AI1019;UTM  16      - 5,019,780.726   636,494.804   MT  0.99982907   +1 14 18.4
 AI1019
 AI1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1019!SPC MI C     -   0.99997687  x   0.99993409  =   0.99991096
 AI1019!UTM  16      -   0.99997687  x   0.99982907  =   0.99980594
 AI1019
 AI1019                          SUPERSEDED SURVEY CONTROL
 AI1019
 AI1019  ELLIP H (08/16/99)  147.54   (m)                       GP(       ) 3 2
 AI1019
 AI1019.Superseded values are not recommended for survey control.
 AI1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1019.See file dsdata.txt to determine how the superseded data were derived.
 AI1019
 AI1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3649519781(NAD 83)
 AI1019_MARKER: DD = SURVEY DISK
 AI1019_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1019_STAMPING: 2-1998
 AI1019_MARK LOGO: WADTRI
 AI1019_PROJECTION: RECESSED 10 CENTIMETERS
 AI1019_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1019+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1019_ROD/PIPE-DEPTH: 10   meters
 AI1019_SLEEVE-DEPTH  : 10 meters
 AI1019
 AI1019  HISTORY     - Date     Condition        Report By
 AI1019  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1019
 AI1019                          STATION DESCRIPTION
 AI1019
 AI1019'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1019'DESCRIBED BY WADE-TRIM 1998 FROM CENTERLINE OF DRAWBRIDGE IN TOWN OF
 AI1019'CHARLEVOIX, 240.8O SOUTH ON 31, STATION ON LEFT, 54.70 FT EAST OF
 AI1019'CENTERLINE 31, 33.10 FT SE OF FACE OF BASE LAMP POST IN SE QUAD FERRY
 AI1019'ENTRANCE DRIVE., 28.25 FT SW OF END OF FENCE, 68.10 FT NW OF FACE OF
 AI1019'12 INCH STEEL 9 FOOT HIGH VENT PIPE, 42.05 FT SW OF BASE OF FACE LAMP
 AI1019'POLE. ALUM ROD WITH DISK DRIVEN 6 FEET INTO GROUND. THIS POINT IS
 AI1019'POSITIONED ON TOP OF AN UNDERGROOUND BLD, SEEMS HORIZONTALLY AND
 AI1019'VERTICALLY STABLE. STAMPED NO. 2-1998 ON RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6771 ***********************************************************************
 AA6771  DESIGNATION -  2 1
 AA6771  PID         -  AA6771
 AA6771  STATE/COUNTY-  MI/WAYNE
 AA6771  USGS QUAD   -  NORTHVILLE (1980)
 AA6771
 AA6771                         *CURRENT SURVEY CONTROL
 AA6771  ___________________________________________________________________
 AA6771* NAD 83(1994)-  42 25 58.60052(N)    083 25 59.51587(W)     ADJUSTED  
 AA6771* NAVD 88     -       249.1    (meters)     817.     (feet)  GPS OBS   
 AA6771  ___________________________________________________________________
 AA6771  X           -     539,196.868 (meters)                     COMP
 AA6771  Y           -  -4,683,911.166 (meters)                     COMP
 AA6771  Z           -   4,281,365.257 (meters)                     COMP
 AA6771  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AA6771  ELLIP HEIGHT-         215.21  (meters)          (07/12/02) GPS OBS
 AA6771  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 AA6771
 AA6771  HORZ ORDER  -  FIRST
 AA6771  ELLP ORDER  -  FOURTH    CLASS I
 AA6771
 AA6771.The horizontal coordinates were established by GPS observations
 AA6771.and adjusted by the National Geodetic Survey in February 1997..
 AA6771
 AA6771.The orthometric height was determined by GPS observations and a
 AA6771.high-resolution geoid model.
 AA6771
 AA6771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6771
 AA6771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6771
 AA6771.The ellipsoidal height was determined by GPS observations
 AA6771.and is referenced to NAD 83.
 AA6771
 AA6771.The geoid height was determined by GEOID03.
 AA6771
 AA6771;                    North         East     Units Scale Factor Converg.
 AA6771;SPC MI S     -   104,055.077 4,076,805.715   MT  0.99993781   +0 38 06.9
 AA6771;SPC MI S     -   341,388.05 13,375,346.83   iFT  0.99993781   +0 38 06.9
 AA6771;UTM  17      - 4,700,715.763   299,854.489   MT  1.00009289   -1 38 32.2
 AA6771
 AA6771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6771!SPC MI S     -   0.99996625  x   0.99993781  =   0.99990406
 AA6771!UTM  17      -   0.99996625  x   1.00009289  =   1.00005914
 AA6771
 AA6771                          SUPERSEDED SURVEY CONTROL
 AA6771
 AA6771  ELLIP H (02/03/97)  215.27   (m)                       GP(       ) 4 1
 AA6771  NAD 83(1986)-  42 25 58.60468(N)    083 25 59.54474(W) AD(       ) 1
 AA6771
 AA6771.Superseded values are not recommended for survey control.
 AA6771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6771.See file dsdata.txt to determine how the superseded data were derived.
 AA6771
 AA6771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9985400716(NAD 83)
 AA6771_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6771_STAMPING: 2-1 1994
 AA6771_MARK LOGO: MI-163
 AA6771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6771+STABILITY: SURFACE MOTION
 AA6771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6771+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6771
 AA6771  HISTORY     - Date     Condition        Report By
 AA6771  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6771  HISTORY     - 20010806 GOOD             NGS
 AA6771  HISTORY     - 20010815 GOOD             NGS
 AA6771  HISTORY     - 20021212 GOOD             INDIV
 AA6771  HISTORY     - 20031125 GOOD             INDIV
 AA6771  HISTORY     - 20051216 GOOD             INDIV
 AA6771
 AA6771                          STATION DESCRIPTION
 AA6771
 AA6771'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6771'STATION IS LOCATED APPROXIMATELY 2.0 MILESEAST OF NORTHVILLE, MICHIGAN
 AA6771'ON HAGGERTY ROAD ABOUT 1/2 MILES SOUTH OF EIGHT MILE ROAD IN LIVONIA
 AA6771'TOWNSHIP. TO REACH FROM THE INTERSECTION OF INTERSTATE I-275 AND EIGHT
 AA6771'MILE ROAD (EXIT 167) PROCEED WEST FROM THE INTERSECTION 0.20 MILESON
 AA6771'EIGHT MILE ROAD TO HAGGERTY ROAD THENCE GO SOUTH ON HAGGERTY FOR 0.40
 AA6771'MILESTO THE SOUTHERLY MOST ENTRANCE TO 'TARGET' STORE  AND THE
 AA6771'MONUMENT ON THE LEFT. THE STATION IS A BRASS "WAYNE COUNTY
 AA6771'REMONUMENTATION" CAP SET IN A CONCRETE MONUMENT 12 INCHES IN DIAMETER
 AA6771'FLUSH WITH THE SURFACE OF THE GROUND.  THE CENTERLINE OF HAGGERTY ROAD
 AA6771'IS N 90 W, 52.55 FEET,  THE CENTERLINE OF THE 'TARGET' DRIVEWAY  IS N
 AA6771'0 W, 179.80 FEET,  A FIRE HYDRANT IS S 30 W, 20.31 FEET,  THE FACE OF
 AA6771'A BRICK BUILDING IS N 90 E, 53.40 FEET.
 AA6771
 AA6771                          STATION RECOVERY (2001)
 AA6771
 AA6771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6771'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6771
 AA6771                          STATION RECOVERY (2001)
 AA6771
 AA6771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6771'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6771
 AA6771                          STATION RECOVERY (2002)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
 AA6771
 AA6771                          STATION RECOVERY (2003)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
 AA6771
 AA6771                          STATION RECOVERY (2005)
 AA6771
 AA6771'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6766 ***********************************************************************
 AA6766  DESIGNATION -  2 2
 AA6766  PID         -  AA6766
 AA6766  STATE/COUNTY-  MI/WAYNE
 AA6766  USGS QUAD   -  REDFORD (1983)
 AA6766
 AA6766                         *CURRENT SURVEY CONTROL
 AA6766  ___________________________________________________________________
 AA6766* NAD 83(1994)-  42 25 16.26441(N)    083 18 57.91536(W)     ADJUSTED  
 AA6766* NAVD 88     -       193.6    (meters)     635.     (feet)  GPS OBS   
 AA6766  ___________________________________________________________________
 AA6766  X           -     548,867.343 (meters)                     COMP
 AA6766  Y           -  -4,683,633.848 (meters)                     COMP
 AA6766  Z           -   4,280,363.460 (meters)                     COMP
 AA6766  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AA6766  ELLIP HEIGHT-         159.59  (meters)          (07/12/02) GPS OBS
 AA6766  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AA6766
 AA6766  HORZ ORDER  -  FIRST
 AA6766  ELLP ORDER  -  FOURTH    CLASS I
 AA6766
 AA6766.The horizontal coordinates were established by GPS observations
 AA6766.and adjusted by the National Geodetic Survey in February 1997..
 AA6766
 AA6766.The orthometric height was determined by GPS observations and a
 AA6766.high-resolution geoid model.
 AA6766
 AA6766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6766
 AA6766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6766
 AA6766.The ellipsoidal height was determined by GPS observations
 AA6766.and is referenced to NAD 83.
 AA6766
 AA6766.The geoid height was determined by GEOID03.
 AA6766
 AA6766;                    North         East     Units Scale Factor Converg.
 AA6766;SPC MI S     -   102,862.473 4,086,457.454   MT  0.99993944   +0 42 53.8
 AA6766;SPC MI S     -   337,475.31 13,407,012.64   iFT  0.99993944   +0 42 53.8
 AA6766;UTM  17      - 4,699,140.313   309,452.463   MT  1.00004675   -1 33 46.2
 AA6766
 AA6766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6766!SPC MI S     -   0.99997497  x   0.99993944  =   0.99991441
 AA6766!UTM  17      -   0.99997497  x   1.00004675  =   1.00002172
 AA6766
 AA6766                          SUPERSEDED SURVEY CONTROL
 AA6766
 AA6766  ELLIP H (02/03/97)  159.63   (m)                       GP(       ) 4 1
 AA6766  NAD 83(1986)-  42 25 16.26889(N)    083 18 57.94536(W) AD(       ) 1
 AA6766
 AA6766.Superseded values are not recommended for survey control.
 AA6766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6766.See file dsdata.txt to determine how the superseded data were derived.
 AA6766
 AA6766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0945299140(NAD 83)
 AA6766_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6766_STAMPING: 2-2 1994
 AA6766_MARK LOGO: MI-163
 AA6766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6766+STABILITY: SURFACE MOTION
 AA6766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6766+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6766
 AA6766  HISTORY     - Date     Condition        Report By
 AA6766  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6766
 AA6766                          STATION DESCRIPTION
 AA6766
 AA6766'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6766'STATION IS LOCATED 8 MILESEAST OF NORTHVILLE, MICHIGAN APPROXIMATELY
 AA6766'1/4 MILE SOUTH OF SEVEN MILE ROAD ON INKSTER ROAD. TO REACH FROM THE
 AA6766'INTERSECTION OF INTERSTATE I-96 AND INKSTER ROAD (EXIT 177) PROCEED
 AA6766'NORTH FROM THE INTERSECTION ON INKSTER ROAD FOR 2.55 MILESTO HOUSE NO.
 AA6766'18249 AND THE STATION ON THE LEFT. THE STATION IS A BRASS "WAYNE
 AA6766'COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6766'MONUMENT SET FLUSH WITH THE GROUND.  THE CENTERLINE OF INKSTER ROAD IS
 AA6766'N 90 E, 40.71 FEET,  A LIGHT POLE IS N 5 W, 5.95 FEET,  THE NORTHEAST
 AA6766'CORNER OF HOUSE 18249 IS S 70 W, 65.35 FEET,  A 42 INCH QUAD MAPLE
 AA6766'TREE IS N 70 E, 71.51 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6778 ***********************************************************************
 AA6778  DESIGNATION -  2 3
 AA6778  PID         -  AA6778
 AA6778  STATE/COUNTY-  MI/WAYNE
 AA6778  USGS QUAD   -  NORTHVILLE (1980)
 AA6778
 AA6778                         *CURRENT SURVEY CONTROL
 AA6778  ___________________________________________________________________
 AA6778* NAD 83(1994)-  42 23 22.89093(N)    083 22 31.58415(W)     ADJUSTED  
 AA6778* NAVD 88     -       202.9    (meters)     666.     (feet)  GPS OBS   
 AA6778  ___________________________________________________________________
 AA6778  X           -     544,288.253 (meters)                     COMP
 AA6778  Y           -  -4,686,550.195 (meters)                     COMP
 AA6778  Z           -   4,277,786.636 (meters)                     COMP
 AA6778  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AA6778  ELLIP HEIGHT-         168.95  (meters)          (07/12/02) GPS OBS
 AA6778  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 AA6778
 AA6778  HORZ ORDER  -  FIRST
 AA6778  ELLP ORDER  -  FOURTH    CLASS I
 AA6778
 AA6778.The horizontal coordinates were established by GPS observations
 AA6778.and adjusted by the National Geodetic Survey in February 1997..
 AA6778
 AA6778.The orthometric height was determined by GPS observations and a
 AA6778.high-resolution geoid model.
 AA6778
 AA6778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6778
 AA6778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6778
 AA6778.The ellipsoidal height was determined by GPS observations
 AA6778.and is referenced to NAD 83.
 AA6778
 AA6778.The geoid height was determined by GEOID03.
 AA6778
 AA6778;                    North         East     Units Scale Factor Converg.
 AA6778;SPC MI S     -    99,305.454 4,081,614.457   MT  0.99994401   +0 40 28.4
 AA6778;SPC MI S     -   325,805.30 13,391,123.55   iFT  0.99994401   +0 40 28.4
 AA6778;UTM  17      - 4,695,778.139   304,471.375   MT  1.00007041   -1 36 07.0
 AA6778
 AA6778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6778!SPC MI S     -   0.99997350  x   0.99994401  =   0.99991751
 AA6778!UTM  17      -   0.99997350  x   1.00007041  =   1.00004391
 AA6778
 AA6778:                Primary Azimuth Mark                     Grid Az
 AA6778:SPC MI S     -  90 38                                    155 01 05.2
 AA6778:UTM  17      -  90 38                                    157 17 40.6
 AA6778
 AA6778|---------------------------------------------------------------------|
 AA6778| PID    Reference Object                     Distance      Geod. Az  |
 AA6778|                                                           dddmmss.s |
 AA6778| AA6777 90 38                               APPROX. 0.5 KM 1554133.6 |
 AA6778|---------------------------------------------------------------------|
 AA6778
 AA6778                          SUPERSEDED SURVEY CONTROL
 AA6778
 AA6778  ELLIP H (02/03/97)  169.01   (m)                       GP(       ) 4 1
 AA6778  NAD 83(1986)-  42 23 22.89538(N)    083 22 31.61346(W) AD(       ) 1
 AA6778
 AA6778.Superseded values are not recommended for survey control.
 AA6778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6778.See file dsdata.txt to determine how the superseded data were derived.
 AA6778
 AA6778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0447195778(NAD 83)
 AA6778_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6778_STAMPING: 2-3 1994
 AA6778_MARK LOGO: MI-163
 AA6778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6778+STABILITY: SURFACE MOTION
 AA6778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6778+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AA6778
 AA6778  HISTORY     - Date     Condition        Report By
 AA6778  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6778  HISTORY     - 20010806 GOOD             NGS
 AA6778  HISTORY     - 20010815 GOOD             NGS
 AA6778  HISTORY     - 20021212 GOOD             INDIV
 AA6778  HISTORY     - 20031215 GOOD             ROWEIN
 AA6778
 AA6778                          STATION DESCRIPTION
 AA6778
 AA6778'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6778'STATION IS LOCATED APPROXIMATELY 2.0 MILESNORTH AND 5.0 MILESEAST OF
 AA6778'PLYMOUTH, MICHIGAN ON FARMINGTON ROAD ABOUT 1/2 MILES SOUTH OF FIVE
 AA6778'MILE ROAD IN LIVONIA TOWNSHIP. TO REACH FROM THE INTERSECTION OF
 AA6778'INTERSTATE I-96 AND FARMINGTON ROAD (EXIT 174) PROCEED NORTH FROM THE
 AA6778'INTERSECTION 0.50 MILESON FARMINGTON ROAD TO LYNDON ROAD THENCE GO
 AA6778'WEST ON LYNDON FOR 0.13 MILESTO A PARKING LOT ENTRANCE ON THE SOUTH
 AA6778'SIDE OF LYNDON ROAD AND THE MONUMENT EAST OF THE PARKING LOT ENTRANCE.
 AA6778'THE STATION IS A BRASS "WAYNE COUNTY REMONUMENTATION" CAP SET IN A
 AA6778'CONCRETE MONUMENT 12 INCHES IN DIAMETER SET 4 INCHES BELOW THE SURFACE
 AA6778'OF THE GROUND.  THE CENTERLINE OF EASTBOUND LYNDON IS N 0 W, 58.0
 AA6778'FEET, THE CENTERLINE OF THE PARKING LOT ENTRANCE IS N 90 W, 73.98
 AA6778'FEET,  A POWER POLE IS N 75 W, 32.95 FEET,  THE CENTERLINE OF A
 AA6778'MANHOLE IS N 50 E, 43.55 FEET.
 AA6778
 AA6778                          STATION RECOVERY (2001)
 AA6778
 AA6778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6778
 AA6778                          STATION RECOVERY (2001)
 AA6778
 AA6778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6778
 AA6778                          STATION RECOVERY (2002)
 AA6778
 AA6778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6778'RECOVERED IN GOOD CONDITION.
 AA6778
 AA6778                          STATION RECOVERY (2003)
 AA6778
 AA6778'RECOVERY NOTE BY ROWE INCORPORATED 2003 (TH)
 AA6778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0188 ***********************************************************************
 QJ0188  DESIGNATION -  2 GEU USGS
 QJ0188  PID         -  QJ0188
 QJ0188  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0188  USGS QUAD   -  MOLTKE (1971)
 QJ0188
 QJ0188                         *CURRENT SURVEY CONTROL
 QJ0188  ___________________________________________________________________
 QJ0188* NAD 83(1986)-  45 29 12.     (N)    083 55 44.     (W)     SCALED    
 QJ0188* NAVD 88     -       186.548  (meters)     612.03   (feet)  ADJUSTED  
 QJ0188  ___________________________________________________________________
 QJ0188  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 QJ0188  DYNAMIC HT  -         186.541 (meters)     612.01  (feet)  COMP
 QJ0188  MODELED GRAV-     980,571.9   (mgal)                       NAVD 88
 QJ0188
 QJ0188  VERT ORDER  -  FIRST     CLASS II
 QJ0188
 QJ0188.The horizontal coordinates were scaled from a topographic map and have
 QJ0188.an estimated accuracy of +/- 6 seconds.
 QJ0188
 QJ0188.The orthometric height was determined by differential leveling
 QJ0188.and adjusted by the National Geodetic Survey in June 1991..
 QJ0188
 QJ0188.The geoid height was determined by GEOID03.
 QJ0188
 QJ0188.The dynamic height is computed by dividing the NAVD 88
 QJ0188.geopotential number by the normal gravity value computed on the
 QJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0188.degrees latitude (g = 980.6199 gals.).
 QJ0188
 QJ0188.The modeled gravity was interpolated from observed gravity values.
 QJ0188
 QJ0188;                    North         East    Units  Estimated Accuracy
 QJ0188;SPC MI C     -   241,230.    6,034,220.      MT  (+/- 180 meters Scaled)
 QJ0188
 QJ0188                          SUPERSEDED SURVEY CONTROL
 QJ0188
 QJ0188.No superseded survey control is available for this station.
 QJ0188
 QJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL711411(NAD 83)
 QJ0188_MARKER: DD = SURVEY DISK
 QJ0188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0188_SP_SET: HEADWALL OF BRIDGE
 QJ0188_STAMPING: 2 GEU 1971
 QJ0188_MARK LOGO: USGS  
 QJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0188+STABILITY: SURFACE MOTION
 QJ0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0188+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 QJ0188
 QJ0188  HISTORY     - Date     Condition        Report By
 QJ0188  HISTORY     - 1971     MONUMENTED       USGS
 QJ0188  HISTORY     - 1983     GOOD             NGS
 QJ0188  HISTORY     - 20040810 GOOD             USPSQD
 QJ0188
 QJ0188                          STATION DESCRIPTION
 QJ0188
 QJ0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0188'12.1 KM (7.55 MI) NW FROM ROGERS CITY.
 QJ0188'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0188'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 0.4 KM (6.45 MI)
 QJ0188'NORTHWEST ALONG HIGHWAY 23, AT A LARGE CULVERT, A U.S. DEPARTMENT OF
 QJ0188'INTERIOR GEOLOGICAL SURVEY DISK SET IN THE NORTHEAST CORNER OF THE
 QJ0188'WEST ABUTMENT, ABOUT 2.74 METERS (9.0 FT) BELOW THE HIGHWAY,
 QJ0188'0.76 METER (2.5 FT) BELOW THE HEADWALL, 10.24 METERS (33.6 FT) NORTH
 QJ0188'OF THE CENTERLINE OF HIGHWAY 23, 0.9 METER (3.0 FT) NORTH OF THE NORTH
 QJ0188'FACE OF THE NORTH HEADWALL, 0.24 METER (0.8 FT) WEST OF THE EAST FACE
 QJ0188'OF THE WEST ABUTMENT, AND 0.15 METER (0.5 FT) SOUTH OF THE NORTH EDGE
 QJ0188'OF THE WEST ABUTMENT.
 QJ0188
 QJ0188                          STATION RECOVERY (2004)
 QJ0188
 QJ0188'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0269 ***********************************************************************
 QJ0269  DESIGNATION -  2 USE
 QJ0269  PID         -  QJ0269
 QJ0269  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0269  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0269
 QJ0269                         *CURRENT SURVEY CONTROL
 QJ0269  ___________________________________________________________________
 QJ0269* NAD 83(1994)-  45 20 16.52344(N)    083 29 26.31393(W)     ADJUSTED  
 QJ0269* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 QJ0269  ___________________________________________________________________
 QJ0269  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 QJ0269  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QJ0269
 QJ0269  HORZ ORDER  -  THIRD
 QJ0269
 QJ0269.The horizontal coordinates were established by classical geodetic methods
 QJ0269.and adjusted by the National Geodetic Survey in February 1997..
 QJ0269
 QJ0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0269
 QJ0269.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0269
 QJ0269.The geoid height was determined by GEOID03.
 QJ0269
 QJ0269;                    North         East     Units Scale Factor Converg.
 QJ0269;SPC MI C     -   224,974.822 6,068,658.795   MT  0.99993639   +0 37 07.8
 QJ0269;SPC MI C     -   738,106.37 19,910,297.88   iFT  0.99993639   +0 37 07.8
 QJ0269;UTM  17      - 5,023,508.221   304,857.193   MT  1.00006823   -1 46 19.4
 QJ0269
 QJ0269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0269!SPC MI C     -   0.99997768  x   0.99993639  =   0.99991407
 QJ0269!UTM  17      -   0.99997768  x   1.00006823  =   1.00004591
 QJ0269
 QJ0269:                Primary Azimuth Mark                     Grid Az
 QJ0269:SPC MI C     -  H 22 MI 79                               065 21 25.3
 QJ0269:UTM  17      -  H 22 MI 79                               067 44 52.5
 QJ0269
 QJ0269|---------------------------------------------------------------------|
 QJ0269| PID    Reference Object                     Distance      Geod. Az  |
 QJ0269|                                                           dddmmss.s |
 QJ0269| QJ0259 H 22 MI 79                          APPROX. 1.1 KM 0655833.1 |
 QJ0269| QJ0268 PRESQUE ISLE F RGE LT                26.529 METERS 09347     |
 QJ0269| QJ0267 2 USE PTA                            39.995 METERS 11742     |
 QJ0269| QJ0270 PRESQUE ISLE R RGE LT               210.142 METERS 27352     |
 QJ0269|---------------------------------------------------------------------|
 QJ0269
 QJ0269                          SUPERSEDED SURVEY CONTROL
 QJ0269
 QJ0269  NAD 83(1986)-  45 20 16.51734(N)    083 29 26.31517(W) AD(       ) 3
 QJ0269  NAD 27      -  45 20 16.46595(N)    083 29 26.38052(W) AD(       ) 3
 QJ0269  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 QJ0269
 QJ0269.Superseded values are not recommended for survey control.
 QJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0269.See file dsdata.txt to determine how the superseded data were derived.
 QJ0269
 QJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0485723508(NAD 83)
 QJ0269_MARKER: DE = TRAVERSE STATION DISK
 QJ0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0269_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QJ0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0269+STABILITY: SURFACE MOTION
 QJ0269
 QJ0269  HISTORY     - Date     Condition        Report By
 QJ0269  HISTORY     - 1980     MONUMENTED       NOS
 QJ0269  HISTORY     - 19971011 GOOD             USPSQD
 QJ0269  HISTORY     - 19990816 GOOD             USPSQD
 QJ0269  HISTORY     - 20040809 GOOD             USPSQD
 QJ0269
 QJ0269                          STATION DESCRIPTION
 QJ0269
 QJ0269'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 QJ0269'THE STATION IS LOCATED ON LAKE HURON SHORELINE ALONG
 QJ0269'THE WEST SHORELINE OF PRESQUE ISLE HARBOR BETWEEN THE FRONT
 QJ0269'AND REAR RANGE LIGHTS OF THE HARBOR.
 QJ0269'
 QJ0269'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE GO NORTH
 QJ0269'ON GRAND LAKE ROAD FOR 3.5 KILOMETERS (2.2 MILES) TO THE
 QJ0269'AREA OF THE STATION ON THE LEFT NEAR THE SPENCER RESIDENCE,
 QJ0269'HOUSE NUMBER 5780.
 QJ0269'
 QJ0269'THE STATION IS A STANDARD USE DISK
 QJ0269'STAMPED---2---,
 QJ0269'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 20.3 CM ON A SIDE
 QJ0269'FLUSH WITH GROUND.  IT IS LOCATED
 QJ0269'25.4 METERS (83.3 FT) WEST FROM THE FRONT RANGE LIGHT AT PRESQUE
 QJ0269'ISLE HARBOR,
 QJ0269'1.03 METERS (3.4 FT) NORTH FROM A CONCRETE SIDEWALKS NORTH EDGE.
 QJ0269'
 QJ0269'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.42 METERS.
 QJ0269'
 QJ0269'DESCRIBED BY T KUCHCIAK.
 QJ0269
 QJ0269                          STATION RECOVERY (1997)
 QJ0269
 QJ0269'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0269'RECOVERED IN GOOD CONDITION.
 QJ0269
 QJ0269                          STATION RECOVERY (1999)
 QJ0269
 QJ0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0269'RECOVERED IN GOOD CONDITION.
 QJ0269
 QJ0269                          STATION RECOVERY (2004)
 QJ0269
 QJ0269'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0266 ***********************************************************************
 QK0266  DESIGNATION -  2 USLS
 QK0266  PID         -  QK0266
 QK0266  STATE/COUNTY-  MI/CHEBOYGAN
 QK0266  USGS QUAD   -  ST IGNACE (1976)
 QK0266
 QK0266                         *CURRENT SURVEY CONTROL
 QK0266  ___________________________________________________________________
 QK0266* NAD 83(1986)-  45 47 17.     (N)    084 43 53.     (W)     SCALED    
 QK0266* NAVD 88     -       180.578  (meters)     592.45   (feet)  ADJUSTED  
 QK0266  ___________________________________________________________________
 QK0266  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0266  DYNAMIC HT  -         180.582 (meters)     592.46  (feet)  COMP
 QK0266  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 QK0266
 QK0266  VERT ORDER  -  FIRST     CLASS II
 QK0266
 QK0266.The horizontal coordinates were scaled from a topographic map and have
 QK0266.an estimated accuracy of +/- 6 seconds.
 QK0266
 QK0266.The orthometric height was determined by differential leveling
 QK0266.and adjusted by the National Geodetic Survey in June 1991..
 QK0266
 QK0266.The geoid height was determined by GEOID03.
 QK0266
 QK0266.The dynamic height is computed by dividing the NAVD 88
 QK0266.geopotential number by the normal gravity value computed on the
 QK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0266.degrees latitude (g = 980.6199 gals.).
 QK0266
 QK0266.The modeled gravity was interpolated from observed gravity values.
 QK0266
 QK0266;                    North         East    Units  Estimated Accuracy
 QK0266;SPC MI C     -   274,700.    5,971,640.      MT  (+/- 180 meters Scaled)
 QK0266
 QK0266                          SUPERSEDED SURVEY CONTROL
 QK0266
 QK0266  NGVD 29 (??/??/92)  180.588  (m)          592.48   (f) ADJ UNCH    1 2
 QK0266
 QK0266.Superseded values are not recommended for survey control.
 QK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0266.See file dsdata.txt to determine how the superseded data were derived.
 QK0266
 QK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR763730(NAD 83)
 QK0266_MARKER: Z = SEE DESCRIPTION
 QK0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0266_SP_SET: WATER TABLE
 QK0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0266
 QK0266  HISTORY     - Date     Condition        Report By
 QK0266  HISTORY     - UNK      MONUMENTED       USLS
 QK0266  HISTORY     - 1954     GOOD             NGS
 QK0266  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0266
 QK0266                          STATION DESCRIPTION
 QK0266
 QK0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QK0266'1 MI NW FROM MACKINAW CITY.
 QK0266'AT MACKINAW CITY, CHEBOYGAN COUNTY, AT THE OLD POINT MACKINAW
 QK0266'LIGHTHOUSE, AT THE LIGHT KEEPERS HOUSE NEAREST TO THE LIGHTHOUSE
 QK0266'TOWER, AT THE EAST SIDE OF THE DOOR, AT THE MIDDLE OF THE 8
 QK0266'FOOT STONE THE WEST HALF OF WHICH FORMS THE DOORSILL, AND THE
 QK0266'TOP OF THE EDGE OF THE LEVEL PART OF THE STONE NEXT TO THE
 QK0266'BEVEL OF THE SILL.  THE TOP OF A STONE DOORSILL.
 QK0266
 QK0266                          STATION RECOVERY (1983)
 QK0266
 QK0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0266'NOT RECOVERED, THERE IS A DOORSILL AT THIS LOCATION, THE HIGH POINT
 QK0266'UNDETERMINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0485 ***********************************************************************
 NE0485  DESIGNATION -  20
 NE0485  PID         -  NE0485
 NE0485  STATE/COUNTY-  MI/MONROE
 NE0485  USGS QUAD   -  FLAT ROCK (1973)
 NE0485
 NE0485                         *CURRENT SURVEY CONTROL
 NE0485  ___________________________________________________________________
 NE0485* NAD 83(1986)-  42 00 07.     (N)    083 18 04.     (W)     SCALED    
 NE0485* NAVD 88     -       179.708  (meters)     589.59   (feet)  ADJUSTED  
 NE0485  ___________________________________________________________________
 NE0485  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 NE0485  DYNAMIC HT  -         179.645 (meters)     589.39  (feet)  COMP
 NE0485  MODELED GRAV-     980,270.6   (mgal)                       NAVD 88
 NE0485
 NE0485  VERT ORDER  -  FIRST     CLASS I
 NE0485
 NE0485.The horizontal coordinates were scaled from a topographic map and have
 NE0485.an estimated accuracy of +/- 6 seconds.
 NE0485
 NE0485.The orthometric height was determined by differential leveling
 NE0485.and adjusted by the National Geodetic Survey in June 1991..
 NE0485.WARNING-Repeat measurements at this control monument indicate possible
 NE0485.vertical movement.
 NE0485
 NE0485.The geoid height was determined by GEOID03.
 NE0485
 NE0485.The dynamic height is computed by dividing the NAVD 88
 NE0485.geopotential number by the normal gravity value computed on the
 NE0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0485.degrees latitude (g = 980.6199 gals.).
 NE0485
 NE0485.The modeled gravity was interpolated from observed gravity values.
 NE0485
 NE0485;                    North         East    Units  Estimated Accuracy
 NE0485;SPC MI S     -    56,320.    4,088,280.      MT  (+/- 180 meters Scaled)
 NE0485
 NE0485                          SUPERSEDED SURVEY CONTROL
 NE0485
 NE0485  NGVD 29 (??/??/92)  179.873  (m)          590.13   (f) ADJ UNCH    1 1
 NE0485
 NE0485.Superseded values are not recommended for survey control.
 NE0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0485.See file dsdata.txt to determine how the superseded data were derived.
 NE0485
 NE0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG094525(NAD 83)
 NE0485_MARKER: DD = SURVEY DISK
 NE0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0485_SP_SET: BRIDGE
 NE0485_STAMPING: BENCH MARK ELEV NC 20 USC AND G 1899
 NE0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0485
 NE0485  HISTORY     - Date     Condition        Report By
 NE0485  HISTORY     - 1899     MONUMENTED       DTSRR
 NE0485  HISTORY     - 1968     MARK NOT FOUND   USPSQD
 NE0485  HISTORY     - 1968     GOOD             NGS
 NE0485
 NE0485                          STATION DESCRIPTION
 NE0485
 NE0485'DESCRIBED BY US POWER SQUADRON 1968 (EH)
 NE0485'MARK NOT FOUND.
 NE0485
 NE0485                          STATION RECOVERY (1968)
 NE0485
 NE0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NE0485'5.3 MI SW FROM ROCKWOOD.
 NE0485'ABOUT 5.3 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0485'LINE RAILROAD FROM THE CROSSING OF HORON RIVER DRIVE AT ROCKWOOD,
 NE0485'ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF SWAN CREEK ROAD
 NE0485'AT NEWPORT, SET ON THE TOP OF THE SOUTHWEST END OF THE WING
 NE0485'WALL AT THE SOUTH CORNER OF THE BRIDGE OVER SWAN RIVER, 19.8
 NE0485'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK
 NE0485'OF TWO, 2.2 FEET NORTHEAST OF THE SOUTHWEST END OF THE WING
 NE0485'WALL AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 6, T 6 S, R
 NE0485'10 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0027 ***********************************************************************
 NE0027  DESIGNATION -  20
 NE0027  PID         -  NE0027
 NE0027  STATE/COUNTY-  MI/ST CLAIR
 NE0027  USGS QUAD   -  ST CLAIR (1991)
 NE0027
 NE0027                         *CURRENT SURVEY CONTROL
 NE0027  ___________________________________________________________________
 NE0027* NAD 83(1986)-  42 49 49.     (N)    082 29 06.     (W)     SCALED    
 NE0027* NAVD 88     -       190.924  (meters)     626.39   (feet)  ADJUSTED  
 NE0027  ___________________________________________________________________
 NE0027  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0027  DYNAMIC HT  -         190.873 (meters)     626.22  (feet)  COMP
 NE0027  MODELED GRAV-     980,350.9   (mgal)                       NAVD 88
 NE0027
 NE0027  VERT ORDER  -  FIRST     CLASS 0
 NE0027
 NE0027.The horizontal coordinates were scaled from a topographic map and have
 NE0027.an estimated accuracy of +/- 6 seconds.
 NE0027
 NE0027.The orthometric height was determined by differential leveling
 NE0027.and adjusted by the National Geodetic Survey in June 1991..
 NE0027
 NE0027.The geoid height was determined by GEOID03.
 NE0027
 NE0027.The dynamic height is computed by dividing the NAVD 88
 NE0027.geopotential number by the normal gravity value computed on the
 NE0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0027.degrees latitude (g = 980.6199 gals.).
 NE0027
 NE0027.The modeled gravity was interpolated from observed gravity values.
 NE0027
 NE0027;                    North         East    Units  Estimated Accuracy
 NE0027;SPC MI S     -   149,480.    4,153,830.      MT  (+/- 180 meters Scaled)
 NE0027
 NE0027                          SUPERSEDED SURVEY CONTROL
 NE0027
 NE0027  NGVD 29 (??/??/92)  191.047  (m)          626.79   (f) ADJ UNCH    1 0
 NE0027
 NE0027.Superseded values are not recommended for survey control.
 NE0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0027.See file dsdata.txt to determine how the superseded data were derived.
 NE0027
 NE0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH786430(NAD 83)
 NE0027_MARKER: B = BOLT
 NE0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0027+STABILITY: SURFACE MOTION
 NE0027
 NE0027  HISTORY     - Date     Condition        Report By
 NE0027  HISTORY     - 1898     MONUMENTED       USLS
 NE0027  HISTORY     - 1970     GOOD             USLS
 NE0027  HISTORY     - 19931114 MARK NOT FOUND   USPSQD
 NE0027  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0027  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0027
 NE0027                          STATION DESCRIPTION
 NE0027
 NE0027'DESCRIBED BY US LAKE SURVEY 1970
 NE0027'AT ST CLAIR.
 NE0027'20 IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON THE WEST
 NE0027'SIDE OF RIVERSIDE AVENUE, ON RIVERSIDE AVENUE FACE OF RESIDENCE
 NE0027'AT NO. 615, 2.1 FEET FROM THE NORTHEAST CORNER, 2-1/2 FEET ABOVE
 NE0027'THE GROUND, BEING CENTER OF SMALL HOLE IN END OF BRASS BOLT SET
 NE0027'INTO THE MASONRY FOUNDATION, MARKED USPEM.  NOTE-- PREV. DESIG.
 NE0027'BM 20 1898
 NE0027
 NE0027                          STATION RECOVERY (1993)
 NE0027
 NE0027'RECOVERY NOTE BY US POWER SQUADRON 1993
 NE0027'MARK NOT FOUND.
 NE0027
 NE0027                          STATION RECOVERY (1999)
 NE0027
 NE0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0027'MARK NOT FOUND.
 NE0027
 NE0027                          STATION RECOVERY (2005)
 NE0027
 NE0027'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0027'SUSPECT MARK HAS BEEN DESTROYED, AS HOUSE AT 615 RIVERSIDE HAS BEEN
 NE0027'DEMOLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0296 ***********************************************************************
 NF0296  DESIGNATION -  20
 NF0296  PID         -  NF0296
 NF0296  STATE/COUNTY-  MI/INGHAM
 NF0296  USGS QUAD   -  LANSING SOUTH (1973)
 NF0296
 NF0296                         *CURRENT SURVEY CONTROL
 NF0296  ___________________________________________________________________
 NF0296* NAD 83(1986)-  42 43 43.     (N)    084 31 22.     (W)     SCALED    
 NF0296* NAVD 88     -       258.55   (+/-2cm)     848.3    (feet)  VERTCON   
 NF0296  ___________________________________________________________________
 NF0296  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF0296
 NF0296  VERT ORDER  -  ? (See Below)
 NF0296
 NF0296.The horizontal coordinates were scaled from a topographic map and have
 NF0296.an estimated accuracy of +/- 6 seconds.
 NF0296
 NF0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0296.The vertical order pertains to the NGVD 29 superseded value.
 NF0296
 NF0296.The geoid height was determined by GEOID03.
 NF0296
 NF0296;                    North         East    Units  Estimated Accuracy
 NF0296;SPC MI S     -   136,480.    3,987,220.      MT  (+/- 180 meters Scaled)
 NF0296
 NF0296                          SUPERSEDED SURVEY CONTROL
 NF0296
 NF0296  NGVD 29 (??/??/92)  258.685  (m)          848.70   (f) ADJ UNCH    ?  
 NF0296
 NF0296.Superseded values are not recommended for survey control.
 NF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0296.See file dsdata.txt to determine how the superseded data were derived.
 NF0296
 NF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN028336(NAD 83)
 NF0296_MARKER: B = BOLT
 NF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0296+STABILITY: SURFACE MOTION
 NF0296
 NF0296  HISTORY     - Date     Condition        Report By
 NF0296  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0296  HISTORY     - 1932     GOOD             MISCOL
 NF0296
 NF0296                          STATION DESCRIPTION
 NF0296
 NF0296'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0296'AT EAST LANSING.
 NF0296'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0296'CAMPUS, IN ELM ROW, ACROSS THE STREET FROM 216 MICHIGAN AVENUE,
 NF0296'AND 8 FEET SOUTH OF THE SOUTH RAIL OF THE M.U.T. CO. TRACK.
 NF0296'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0751 ***********************************************************************
 NF0751  DESIGNATION -  20 0
 NF0751  PID         -  NF0751
 NF0751  STATE/COUNTY-  MI/KENT
 NF0751  USGS QUAD   -  CUTLERVILLE (1982)
 NF0751
 NF0751                         *CURRENT SURVEY CONTROL
 NF0751  ___________________________________________________________________
 NF0751* NAD 83(1986)-  42 50 53.     (N)    085 38 40.     (W)     SCALED    
 NF0751* NAVD 88     -       212.132  (meters)     695.97   (feet)  ADJUSTED  
 NF0751  ___________________________________________________________________
 NF0751  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0751  DYNAMIC HT  -         212.075 (meters)     695.78  (feet)  COMP
 NF0751  MODELED GRAV-     980,346.2   (mgal)                       NAVD 88
 NF0751
 NF0751  VERT ORDER  -  SECOND    CLASS 0
 NF0751
 NF0751.The horizontal coordinates were scaled from a topographic map and have
 NF0751.an estimated accuracy of +/- 6 seconds.
 NF0751
 NF0751.The orthometric height was determined by differential leveling
 NF0751.and adjusted by the National Geodetic Survey in June 1991..
 NF0751
 NF0751.The geoid height was determined by GEOID03.
 NF0751
 NF0751.The dynamic height is computed by dividing the NAVD 88
 NF0751.geopotential number by the normal gravity value computed on the
 NF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0751.degrees latitude (g = 980.6199 gals.).
 NF0751
 NF0751.The modeled gravity was interpolated from observed gravity values.
 NF0751
 NF0751;                    North         East    Units  Estimated Accuracy
 NF0751;SPC MI S     -   150,530.    3,895,570.      MT  (+/- 180 meters Scaled)
 NF0751
 NF0751                          SUPERSEDED SURVEY CONTROL
 NF0751
 NF0751  NGVD 29 (??/??/92)  212.27   (m)          696.4    (f) COMPUTED    2 0
 NF0751
 NF0751.Superseded values are not recommended for survey control.
 NF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0751.See file dsdata.txt to determine how the superseded data were derived.
 NF0751
 NF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107448(NAD 83)
 NF0751_MARKER: DD = SURVEY DISK
 NF0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0751_STAMPING: 20-0
 NF0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0751+STABILITY: SURFACE MOTION
 NF0751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0751+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 NF0751
 NF0751  HISTORY     - Date     Condition        Report By
 NF0751  HISTORY     - UNK      MONUMENTED       MIGS
 NF0751  HISTORY     - 1948     GOOD             NGS
 NF0751  HISTORY     - 1989     GOOD             USPSQD
 NF0751  HISTORY     - 1991     GOOD             USPSQD
 NF0751  HISTORY     - 20060901 GOOD             GEOCAC
 NF0751
 NF0751                          STATION DESCRIPTION
 NF0751
 NF0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0751'3.4 MI NW FROM DUTTON.
 NF0751'3.0 MILES WEST ALONG 68TH STREET SE FROM THE CROSSROADS AT
 NF0751'DUTTON, THENCE ABOUT 0.45 MILE NORTH ALONG EASTERN AVENUE, 89
 NF0751'FEET SOUTH OF THE CENTER LINE OF THE DRIVE EAST TO HOUSE NO. 6376,
 NF0751'4 1/2 FEET WEST-NORTHWEST OF A POWER POLE, 41 FEET EAST OF THE
 NF0751'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER AND SET
 NF0751'IN THE NORTH-SOUTH FENCE LINE, 39 FEET NORTHEAST OF THE EAST
 NF0751'END OF A 2-FOOT PIPE CULVERT, 1 FOOT SOUTH OF A WHITE WOODEN
 NF0751'WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0751'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  MARK MAY BE REACHED
 NF0751'FROM THE CROSSROADS AT CUTLERVILLE BY GOING ABOUT 1.0 MILE
 NF0751'EAST ALONG 68TH STREET SE, THENCE ABOUT 0.45 MILE NORTH ALONG
 NF0751'EASTERN AVENUE.
 NF0751
 NF0751                          STATION RECOVERY (1989)
 NF0751
 NF0751'RECOVERY NOTE BY US POWER SQUADRON 1989 (GV)
 NF0751'RECOVERED IN GOOD CONDITION.
 NF0751
 NF0751                          STATION RECOVERY (1991)
 NF0751
 NF0751'RECOVERY NOTE BY US POWER SQUADRON 1991 (RBP)
 NF0751'RECOVERED IN GOOD CONDITION.
 NF0751
 NF0751                          STATION RECOVERY (2006)
 NF0751
 NF0751'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0751'IT IS IN GOOD SHAPE. THE HOUSE MENTIONED IN THE DESCRIPTION AT 6376
 NF0751'EASTERN IS GONE. THE POWER POLELINE HAS BEEN RELOCATED. BENCKMARK IS
 NF0751'NOW LOCATED NORTH OF AND RIGHT NEXT TO A POWER POLE THAT IS APPROX.
 NF0751'180 SOUTH OF THE SOUTH EDGE OF THE M-6 OVERPASS AS IT CROSSES EASTERN
 NF0751'AVE. POWER POLE IS ALSO BEHIND (EAST OF) TWO TELEPHONE PEDESTALS. N 42
 NF0751'50.883 W 085  38.667  (NAD 83)COORDINATES ARE WITHIN 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6814 ***********************************************************************
 AA6814  DESIGNATION -  20 1
 AA6814  PID         -  AA6814
 AA6814  STATE/COUNTY-  MI/WAYNE
 AA6814  USGS QUAD   -  FLAT ROCK (1973)
 AA6814
 AA6814                         *CURRENT SURVEY CONTROL
 AA6814  ___________________________________________________________________
 AA6814* NAD 83(1994)-  42 05 28.05173(N)    083 15 21.96934(W)     ADJUSTED  
 AA6814* NAVD 88     -       180.0    (meters)     591.     (feet)  GPS OBS   
 AA6814  ___________________________________________________________________
 AA6814  X           -     556,664.417 (meters)                     COMP
 AA6814  Y           -  -4,707,529.517 (meters)                     COMP
 AA6814  Z           -   4,253,217.635 (meters)                     COMP
 AA6814  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AA6814  ELLIP HEIGHT-         145.17  (meters)          (07/12/02) GPS OBS
 AA6814  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 AA6814
 AA6814  HORZ ORDER  -  FIRST
 AA6814  ELLP ORDER  -  FOURTH    CLASS I
 AA6814
 AA6814.The horizontal coordinates were established by GPS observations
 AA6814.and adjusted by the National Geodetic Survey in February 1997..
 AA6814
 AA6814.The orthometric height was determined by GPS observations and a
 AA6814.high-resolution geoid model.
 AA6814
 AA6814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6814
 AA6814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6814
 AA6814.The ellipsoidal height was determined by GPS observations
 AA6814.and is referenced to NAD 83.
 AA6814
 AA6814.The geoid height was determined by GEOID03.
 AA6814
 AA6814;                    North         East     Units Scale Factor Converg.
 AA6814;SPC MI S     -    66,267.803 4,091,877.217   MT  1.00000211   +0 45 20.8
 AA6814;SPC MI S     -   217,414.05 13,424,794.02   iFT  1.00000211   +0 45 20.8
 AA6814;UTM  17      - 4,662,356.919   313,416.789   MT  1.00002838   -1 30 45.8
 AA6814
 AA6814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6814!SPC MI S     -   0.99997723  x   1.00000211  =   0.99997934
 AA6814!UTM  17      -   0.99997723  x   1.00002838  =   1.00000561
 AA6814
 AA6814                          SUPERSEDED SURVEY CONTROL
 AA6814
 AA6814  ELLIP H (02/03/97)  145.21   (m)                       GP(       ) 4 1
 AA6814  NAD 83(1986)-  42 05 28.05924(N)    083 15 21.99846(W) AD(       ) 1
 AA6814
 AA6814.Superseded values are not recommended for survey control.
 AA6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6814.See file dsdata.txt to determine how the superseded data were derived.
 AA6814
 AA6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1341762357(NAD 83)
 AA6814_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6814_STAMPING: 20-1 1994
 AA6814_MARK LOGO: MI-163
 AA6814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6814+STABILITY: SURFACE MOTION
 AA6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6814+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6814
 AA6814  HISTORY     - Date     Condition        Report By
 AA6814  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6814
 AA6814                          STATION DESCRIPTION
 AA6814
 AA6814'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6814'STATION IS LOCATED APPROXIMATELY 1.0 MILEEAST OF FLAT ROCK, MICHIGAN
 AA6814'ON OLMSTEAD AT CROFT STREET. TO REACH FROM THE INTERSECTION OF
 AA6814'INTERSTATE I-75 AND GIBRALTOR ROAD (EXIT 29), PROCEED WEST ON
 AA6814'GIBRALTOR ROAD FOR 0.7 MILESTO OLMSTEAD ROAD, THENCE GO SOUTH 0.25
 AA6814'MILESON OLMSTEAD TO CROFT AVENUE AND THE STATION IN THE NORTHWEST
 AA6814'QUADRANT. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE
 AA6814'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA6814'CENTERLINE OF OLMSTEAD IS N 90 E,  32.77 FEET,  CENTERLINE OF CROFT IS
 AA6814'S 0 W, 30.14 FEET,  CENTERLINE OF HYDRANT IS S 30 W, 16.35 FEET,  A
 AA6814'POLE IS N 5 E, 18.42 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6784 ***********************************************************************
 AA6784  DESIGNATION -  20 130
 AA6784  PID         -  AA6784
 AA6784  STATE/COUNTY-  MI/WAYNE
 AA6784  USGS QUAD   -  YPSILANTI EAST (1983)
 AA6784
 AA6784                         *CURRENT SURVEY CONTROL
 AA6784  ___________________________________________________________________
 AA6784* NAD 83(1994)-  42 14 52.35657(N)    083 30 14.55893(W)     ADJUSTED  
 AA6784* NAVD 88     -       212.7    (meters)     698.     (feet)  GPS OBS   
 AA6784  ___________________________________________________________________
 AA6784  X           -     534,968.297 (meters)                     COMP
 AA6784  Y           -  -4,698,304.868 (meters)                     COMP
 AA6784  Z           -   4,266,144.972 (meters)                     COMP
 AA6784  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AA6784  ELLIP HEIGHT-         178.45  (meters)          (07/12/02) GPS OBS
 AA6784  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AA6784
 AA6784  HORZ ORDER  -  FIRST
 AA6784  ELLP ORDER  -  FOURTH    CLASS I
 AA6784
 AA6784.The horizontal coordinates were established by GPS observations
 AA6784.and adjusted by the National Geodetic Survey in February 1997..
 AA6784
 AA6784.The orthometric height was determined by GPS observations and a
 AA6784.high-resolution geoid model.
 AA6784
 AA6784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6784
 AA6784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6784
 AA6784.The ellipsoidal height was determined by GPS observations
 AA6784.and is referenced to NAD 83.
 AA6784
 AA6784.The geoid height was determined by GEOID03.
 AA6784
 AA6784;                    North         East     Units Scale Factor Converg.
 AA6784;SPC MI S     -    83,437.654 4,071,187.390   MT  0.99996827   +0 35 13.3
 AA6784;SPC MI S     -   273,745.58 13,356,914.01   iFT  0.99996827   +0 35 13.3
 AA6784;UTM  17      - 4,680,334.353   293,421.372   MT  1.00012511   -1 41 03.0
 AA6784
 AA6784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6784!SPC MI S     -   0.99997201  x   0.99996827  =   0.99994028
 AA6784!UTM  17      -   0.99997201  x   1.00012511  =   1.00009712
 AA6784
 AA6784                          SUPERSEDED SURVEY CONTROL
 AA6784
 AA6784  ELLIP H (02/03/97)  178.47   (m)                       GP(       ) 4 1
 AA6784  NAD 83(1986)-  42 14 52.36324(N)    083 30 14.58730(W) AD(       ) 1
 AA6784
 AA6784.Superseded values are not recommended for survey control.
 AA6784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6784.See file dsdata.txt to determine how the superseded data were derived.
 AA6784
 AA6784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9342180334(NAD 83)
 AA6784_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6784_STAMPING: 20-130 1960
 AA6784_MARK LOGO: MI-163
 AA6784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6784+STABILITY: SURFACE MOTION
 AA6784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6784+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6784
 AA6784  HISTORY     - Date     Condition        Report By
 AA6784  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6784  HISTORY     - 20011212 GOOD             INDIV
 AA6784
 AA6784                          STATION DESCRIPTION
 AA6784
 AA6784'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6784'STATION IS LOCATED ON THE NORTH SIDE OF WILLOW RUN AIRPORT IN THE
 AA6784'MEDIAN OF ECORSE ROAD JUST  EAST OF BECK ROAD. TO REACH FROM THE
 AA6784'INTERSECTION OF US 12 (MICHIGAN AVENUE) AND BELLEVILLE ROAD, PROCEED
 AA6784'SOUTH ON BELLEVILLE ROAD FOR 1.6  MILESTO ECORSE ROAD, THENCE GO WEST
 AA6784'ON ECORSE FOR 0.9 MILESTO BECK ROAD AND THE STATION APPROXIMATELY 70
 AA6784'FEETEAST OF BECK IN THE MEDIAN OF ECORSE. THE STATION IS A WAYNE
 AA6784'COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6784'CONCRETE MONUMENT. CENTERLINE OF EAST BOUND ECORSE IS S 0 W, 39.00
 AA6784'FEET,  CENTERLINE OF WEST BOUND ECORSE IS N 0 W, 31.00 FEET,
 AA6784'CENTERLINE OF BECK (TO SOUTH) IS N 90 W, 70.00 FEET,  A POLE IS N 90
 AA6784'W, 21.3 FEET.
 AA6784
 AA6784                          STATION RECOVERY (2001)
 AA6784
 AA6784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0795 ***********************************************************************
 NF0795  DESIGNATION -  20 A
 NF0795  PID         -  NF0795
 NF0795  STATE/COUNTY-  MI/OTTAWA
 NF0795  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0795
 NF0795                         *CURRENT SURVEY CONTROL
 NF0795  ___________________________________________________________________
 NF0795* NAD 83(1986)-  42 51 48.     (N)    085 59 14.     (W)     SCALED    
 NF0795* NAVD 88     -       205.165  (meters)     673.11   (feet)  ADJUSTED  
 NF0795  ___________________________________________________________________
 NF0795  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0795  DYNAMIC HT  -         205.115 (meters)     672.95  (feet)  COMP
 NF0795  MODELED GRAV-     980,371.7   (mgal)                       NAVD 88
 NF0795
 NF0795  VERT ORDER  -  SECOND    CLASS 0
 NF0795
 NF0795.The horizontal coordinates were scaled from a topographic map and have
 NF0795.an estimated accuracy of +/- 6 seconds.
 NF0795
 NF0795.The orthometric height was determined by differential leveling
 NF0795.and adjusted by the National Geodetic Survey in June 1991..
 NF0795
 NF0795.The geoid height was determined by GEOID03.
 NF0795
 NF0795.The dynamic height is computed by dividing the NAVD 88
 NF0795.geopotential number by the normal gravity value computed on the
 NF0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0795.degrees latitude (g = 980.6199 gals.).
 NF0795
 NF0795.The modeled gravity was interpolated from observed gravity values.
 NF0795
 NF0795;                    North         East    Units  Estimated Accuracy
 NF0795;SPC MI S     -   152,710.    3,867,590.      MT  (+/- 180 meters Scaled)
 NF0795
 NF0795                          SUPERSEDED SURVEY CONTROL
 NF0795
 NF0795  NGVD 29 (??/??/92)  205.309  (m)          673.58   (f) ADJ UNCH    2 0
 NF0795
 NF0795.Superseded values are not recommended for survey control.
 NF0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0795.See file dsdata.txt to determine how the superseded data were derived.
 NF0795
 NF0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN827461(NAD 83)
 NF0795_MARKER: DD = SURVEY DISK
 NF0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0795_STAMPING: 20-A
 NF0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0795+STABILITY: SURFACE MOTION
 NF0795
 NF0795  HISTORY     - Date     Condition        Report By
 NF0795  HISTORY     - UNK      MONUMENTED       MIGS
 NF0795  HISTORY     - 1948     GOOD             NGS
 NF0795  HISTORY     - 1988     GOOD             USPSQD
 NF0795  HISTORY     - 1990     GOOD             USPSQD
 NF0795  HISTORY     - 19970731 GOOD             USPSQD
 NF0795  HISTORY     - 20040305 MARK NOT FOUND   INDIV
 NF0795
 NF0795                          STATION DESCRIPTION
 NF0795
 NF0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0795'4.6 MI NE FROM ZEELAND.
 NF0795'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM ITS
 NF0795'INTERSECTION WITH N. STATE STREET IN ZEELAND, THENCE 2.9 MILES
 NF0795'NORTH ALONG A GRAVEL ROAD, THENCE 0.1 MILE EAST ALONG A GRAVEL
 NF0795'ROAD, SOUTH AND ACROSS THE ROAD FROM HOUSE NO. 8315, 147 FEET
 NF0795'EAST OF T CORNER OF SOUTH RIGHT OF WAY FENCE AND WIRE FENCE
 NF0795'LEADING SOUTH, 46 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 NF0795'MOST WESTERLY OF THREE 30-INCH TREES, 51 FEET SOUTHWEST AND
 NF0795'ACROSS THE ROAD FROM THE MOST WESTERLY OF THE THREE TREES (THE
 NF0795'DISTANCE BETWEEN THE TWO REFERENCE TREES IS 41 FEET), 22 FEET
 NF0795'NORTH OF A 30-INCH MAPLE TREE, 3 FEET NORTH OF THE FENCE LINE,
 NF0795'18 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A
 NF0795'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND IN THE
 NF0795'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 NF0795
 NF0795                          STATION RECOVERY (1988)
 NF0795
 NF0795'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0795'RECOVERED IN GOOD CONDITION.
 NF0795
 NF0795                          STATION RECOVERY (1990)
 NF0795
 NF0795'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0795'RECOVERED IN GOOD CONDITION.
 NF0795
 NF0795                          STATION RECOVERY (1997)
 NF0795
 NF0795'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0795'RECOVERED IN GOOD CONDITION.
 NF0795
 NF0795                          STATION RECOVERY (2004)
 NF0795
 NF0795'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NF0795'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0767 ***********************************************************************
 NF0767  DESIGNATION -  20 A 1
 NF0767  PID         -  NF0767
 NF0767  STATE/COUNTY-  MI/KENT
 NF0767  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0767
 NF0767                         *CURRENT SURVEY CONTROL
 NF0767  ___________________________________________________________________
 NF0767* NAD 83(1986)-  42 47 50.     (N)    085 45 05.     (W)     SCALED    
 NF0767* NAVD 88     -       227.304  (meters)     745.75   (feet)  ADJUSTED  
 NF0767  ___________________________________________________________________
 NF0767  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF0767  DYNAMIC HT  -         227.244 (meters)     745.55  (feet)  COMP
 NF0767  MODELED GRAV-     980,352.0   (mgal)                       NAVD 88
 NF0767
 NF0767  VERT ORDER  -  SECOND    CLASS 0
 NF0767
 NF0767.The horizontal coordinates were scaled from a topographic map and have
 NF0767.an estimated accuracy of +/- 6 seconds.
 NF0767
 NF0767.The orthometric height was determined by differential leveling
 NF0767.and adjusted by the National Geodetic Survey in June 1991..
 NF0767
 NF0767.The geoid height was determined by GEOID03.
 NF0767
 NF0767.The dynamic height is computed by dividing the NAVD 88
 NF0767.geopotential number by the normal gravity value computed on the
 NF0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0767.degrees latitude (g = 980.6199 gals.).
 NF0767
 NF0767.The modeled gravity was interpolated from observed gravity values.
 NF0767
 NF0767;                    North         East    Units  Estimated Accuracy
 NF0767;SPC MI S     -   145,020.    3,886,730.      MT  (+/- 180 meters Scaled)
 NF0767
 NF0767                          SUPERSEDED SURVEY CONTROL
 NF0767
 NF0767  NGVD 29 (??/??/92)  227.446  (m)          746.21   (f) ADJ UNCH    2 0
 NF0767
 NF0767.Superseded values are not recommended for survey control.
 NF0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0767.See file dsdata.txt to determine how the superseded data were derived.
 NF0767
 NF0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN021390(NAD 83)
 NF0767_MARKER: DD = SURVEY DISK
 NF0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0767_STAMPING: 20-A 1
 NF0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0767+STABILITY: SURFACE MOTION
 NF0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0767+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0767
 NF0767  HISTORY     - Date     Condition        Report By
 NF0767  HISTORY     - UNK      MONUMENTED       MIGS
 NF0767  HISTORY     - 1948     GOOD             NGS
 NF0767  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0767
 NF0767                          STATION DESCRIPTION
 NF0767
 NF0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0767'6.7 MI SE FROM JAMESTOWN.
 NF0767'1.0 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0767'JAMESTOWN, THENCE ABOUT 2.0 MILES EAST ALONG COUNTY ROAD 452,
 NF0767'THENCE ABOUT 1.0 MILE SOUTH AND ABOUT 2.7 MILES EAST ALONG
 NF0767'GRAVEL ROADS, ABOUT 455 FEET EAST OF A NORTH-SOUTH CROSSROAD,
 NF0767'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 49 FEET NORTHWEST
 NF0767'OF THE NORTHWEST CORNER OF A 2-STORY WHITE FARM HOUSE, 71 FEET
 NF0767'NORTHEAST OF THE NORTHEAST CORNER OF A 2-STORY HOUSE WITH
 NF0767'ASBESTOS SIDING, 8 1/2 FEET NORTH-NORTHEAST OF FIRST POWER POLE
 NF0767'WEST OF A POLE WITH TRANSFORMER, 74 FEET WEST OF THE CENTER
 NF0767'LINE OF A DRIVE TO THE EAST ONE OF THE TWO HOUSES, 2 FEET NORTH
 NF0767'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN
 NF0767'THE TOP OF A CONCRETE POST ABOUT 18 INCHES UNDER GROUND.
 NF0767
 NF0767                          STATION RECOVERY (1990)
 NF0767
 NF0767'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0798 ***********************************************************************
 NF0798  DESIGNATION -  20 B
 NF0798  PID         -  NF0798
 NF0798  STATE/COUNTY-  MI/OTTAWA
 NF0798  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0798
 NF0798                         *CURRENT SURVEY CONTROL
 NF0798  ___________________________________________________________________
 NF0798* NAD 83(1986)-  42 51 49.     (N)    085 57 12.     (W)     SCALED    
 NF0798* NAVD 88     -       207.412  (meters)     680.48   (feet)  ADJUSTED  
 NF0798  ___________________________________________________________________
 NF0798  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF0798  DYNAMIC HT  -         207.362 (meters)     680.32  (feet)  COMP
 NF0798  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 NF0798
 NF0798  VERT ORDER  -  SECOND    CLASS 0
 NF0798
 NF0798.The horizontal coordinates were scaled from a topographic map and have
 NF0798.an estimated accuracy of +/- 6 seconds.
 NF0798
 NF0798.The orthometric height was determined by differential leveling
 NF0798.and adjusted by the National Geodetic Survey in June 1991..
 NF0798
 NF0798.The geoid height was determined by GEOID03.
 NF0798
 NF0798.The dynamic height is computed by dividing the NAVD 88
 NF0798.geopotential number by the normal gravity value computed on the
 NF0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0798.degrees latitude (g = 980.6199 gals.).
 NF0798
 NF0798.The modeled gravity was interpolated from observed gravity values.
 NF0798
 NF0798;                    North         East    Units  Estimated Accuracy
 NF0798;SPC MI S     -   152,690.    3,870,360.      MT  (+/- 180 meters Scaled)
 NF0798
 NF0798                          SUPERSEDED SURVEY CONTROL
 NF0798
 NF0798  NGVD 29 (??/??/92)  207.556  (m)          680.96   (f) ADJ UNCH    2 0
 NF0798
 NF0798.Superseded values are not recommended for survey control.
 NF0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0798.See file dsdata.txt to determine how the superseded data were derived.
 NF0798
 NF0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN855462(NAD 83)
 NF0798_MARKER: DD = SURVEY DISK
 NF0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0798_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0798_STAMPING: 20-B
 NF0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0798+STABILITY: SURFACE MOTION
 NF0798
 NF0798  HISTORY     - Date     Condition        Report By
 NF0798  HISTORY     - UNK      MONUMENTED       MIGS
 NF0798  HISTORY     - 1948     GOOD             NGS
 NF0798  HISTORY     - 1988     GOOD             USPSQD
 NF0798  HISTORY     - 1990     GOOD             USPSQD
 NF0798  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0798  HISTORY     - 20040311 MARK NOT FOUND   INDIV
 NF0798
 NF0798                          STATION DESCRIPTION
 NF0798
 NF0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0798'6.4 MI NE FROM ZEELAND.
 NF0798'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM ITS
 NF0798'INTERSECTION WITH N. STATE STREET IN ZEELAND, THENCE 2.9
 NF0798'MILES NORTH ALONG A GRAVEL ROAD, THENCE 1.9 MILES EAST ALONG A
 NF0798'GRAVEL ROAD, 0.7 MILE WEST OF THE CROSS ROAD AT BEAVERDAM
 NF0798'CHURCH AND SCHOOL, IN FRONT OF HOUSE NO. 6923, 97 FEET SOUTHEAST
 NF0798'OF THE SOUTHWEST CORNER OF THE HOUSE, 112 FEET SOUTHWEST OF THE
 NF0798'SOUTHWEST LEG OF A WINDMILL, 91 FEET EAST OF THE CENTER LINE OF
 NF0798'THE DRIVE WAY LEADING TO THE HOUSE, 22 FEET NORTH OF THE CENTER
 NF0798'LINE OF THE ROAD, 8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NF0798'YARD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0798'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0798'INCHES.  THIS MARK MAY BE REACHED FROM THE INTERSECTION OF
 NF0798'DIVISION STREET AND MAIN STREET IN HUDSONVILLE BY GOING WEST
 NF0798'ALONG MAIN STREET ABOUT 2.0 MILES, THENCE SOUTH 0.3 MILE, THENCE
 NF0798'SOUTHWEST AND WEST 2.8 MILES WEST TO THE SITE OF THE MARK.
 NF0798
 NF0798                          STATION RECOVERY (1988)
 NF0798
 NF0798'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0798'RECOVERED IN GOOD CONDITION.
 NF0798
 NF0798                          STATION RECOVERY (1990)
 NF0798
 NF0798'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0798'RECOVERED IN GOOD CONDITION.
 NF0798
 NF0798                          STATION RECOVERY (1997)
 NF0798
 NF0798'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0798'MARK NOT FOUND.
 NF0798
 NF0798                          STATION RECOVERY (2004)
 NF0798
 NF0798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NF0798'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0768 ***********************************************************************
 NF0768  DESIGNATION -  20 B 1
 NF0768  PID         -  NF0768
 NF0768  STATE/COUNTY-  MI/KENT
 NF0768  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0768
 NF0768                         *CURRENT SURVEY CONTROL
 NF0768  ___________________________________________________________________
 NF0768* NAD 83(1986)-  42 47 51.     (N)    085 45 39.     (W)     SCALED    
 NF0768* NAVD 88     -       237.434  (meters)     778.98   (feet)  ADJUSTED  
 NF0768  ___________________________________________________________________
 NF0768  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF0768  DYNAMIC HT  -         237.371 (meters)     778.77  (feet)  COMP
 NF0768  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 NF0768
 NF0768  VERT ORDER  -  SECOND    CLASS 0
 NF0768
 NF0768.The horizontal coordinates were scaled from a topographic map and have
 NF0768.an estimated accuracy of +/- 6 seconds.
 NF0768
 NF0768.The orthometric height was determined by differential leveling
 NF0768.and adjusted by the National Geodetic Survey in June 1991..
 NF0768
 NF0768.The geoid height was determined by GEOID03.
 NF0768
 NF0768.The dynamic height is computed by dividing the NAVD 88
 NF0768.geopotential number by the normal gravity value computed on the
 NF0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0768.degrees latitude (g = 980.6199 gals.).
 NF0768
 NF0768.The modeled gravity was interpolated from observed gravity values.
 NF0768
 NF0768;                    North         East    Units  Estimated Accuracy
 NF0768;SPC MI S     -   145,070.    3,885,960.      MT  (+/- 180 meters Scaled)
 NF0768
 NF0768                          SUPERSEDED SURVEY CONTROL
 NF0768
 NF0768  NGVD 29 (??/??/92)  237.576  (m)          779.45   (f) ADJ UNCH    2 0
 NF0768
 NF0768.Superseded values are not recommended for survey control.
 NF0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0768.See file dsdata.txt to determine how the superseded data were derived.
 NF0768
 NF0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN013390(NAD 83)
 NF0768_MARKER: DD = SURVEY DISK
 NF0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0768_STAMPING: 20 B 1
 NF0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0768+STABILITY: SURFACE MOTION
 NF0768
 NF0768  HISTORY     - Date     Condition        Report By
 NF0768  HISTORY     - UNK      MONUMENTED       MIGS
 NF0768  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0768
 NF0768                          STATION DESCRIPTION
 NF0768
 NF0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0768'2 MI N FROM NORTH DORR.
 NF0768'2.0 MILES NORTH ALONG A ROAD FROM NORTH DORR, KENT COUNTY, IN
 NF0768'BYRON TOWNSHIP, IN THE SOUTHWEST QUARTER OF THE SOUTHWEST
 NF0768'QUARTER SECTION 20, T 5 N, R 12 W, ON THE ROAD ALONG THE SOUTH
 NF0768'LINE OF SECTION 20, 1.8 MILES WEST OF THE NEW YORK CENTRAL
 NF0768'RAILROAD, 50 FEET WEST OF THE NEW YORK CENTRAL RAILROAD, 50 FEET
 NF0768'WEST OF THE TOP OF A HILL, 76 FEET NORTHWEST OF A 16-INCH MAPLE
 NF0768'TREE, 34 FEET EAST OF A FENCE CORNER, 20 FEET NORTH OF THE
 NF0768'CENTERLINE OF THE GRAVEL COUNTY ROAD, 2.5 FEET SOUTH OF THE
 NF0768'NORTH LINE OF THE ROAD FENCE ON THE SOUTH LINE OF THE SECTION,
 NF0768'AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0768'20 B 1 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- OBJECTS
 NF0768'WHICH WERE MEASURED TO IN ORIGINAL DESCRIPTION ARE NO LONGER
 NF0768'THERE.  DESCRIPTION INADEQUATE TO JUSTIFY DIGGING AS MARK IS 1
 NF0768'FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0800 ***********************************************************************
 NF0800  DESIGNATION -  20 C
 NF0800  PID         -  NF0800
 NF0800  STATE/COUNTY-  MI/OTTAWA
 NF0800  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0800
 NF0800                         *CURRENT SURVEY CONTROL
 NF0800  ___________________________________________________________________
 NF0800* NAD 83(1986)-  42 51 48.     (N)    085 54 30.     (W)     SCALED    
 NF0800* NAVD 88     -       212.735  (meters)     697.95   (feet)  ADJUSTED  
 NF0800  ___________________________________________________________________
 NF0800  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0800  DYNAMIC HT  -         212.683 (meters)     697.78  (feet)  COMP
 NF0800  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 NF0800
 NF0800  VERT ORDER  -  SECOND    CLASS 0
 NF0800
 NF0800.The horizontal coordinates were scaled from a topographic map and have
 NF0800.an estimated accuracy of +/- 6 seconds.
 NF0800
 NF0800.The orthometric height was determined by differential leveling
 NF0800.and adjusted by the National Geodetic Survey in June 1991..
 NF0800
 NF0800.The geoid height was determined by GEOID03.
 NF0800
 NF0800.The dynamic height is computed by dividing the NAVD 88
 NF0800.geopotential number by the normal gravity value computed on the
 NF0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0800.degrees latitude (g = 980.6199 gals.).
 NF0800
 NF0800.The modeled gravity was interpolated from observed gravity values.
 NF0800
 NF0800;                    North         East    Units  Estimated Accuracy
 NF0800;SPC MI S     -   152,590.    3,874,030.      MT  (+/- 180 meters Scaled)
 NF0800
 NF0800                          SUPERSEDED SURVEY CONTROL
 NF0800
 NF0800  NGVD 29 (??/??/92)  212.878  (m)          698.42   (f) ADJ UNCH    2 0
 NF0800
 NF0800.Superseded values are not recommended for survey control.
 NF0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0800.See file dsdata.txt to determine how the superseded data were derived.
 NF0800
 NF0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN891462(NAD 83)
 NF0800_MARKER: DD = SURVEY DISK
 NF0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0800_STAMPING: 20 C
 NF0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0800+STABILITY: SURFACE MOTION
 NF0800
 NF0800  HISTORY     - Date     Condition        Report By
 NF0800  HISTORY     - UNK      MONUMENTED       MIGS
 NF0800  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0800  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0800  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0800  HISTORY     - 20040311 MARK NOT FOUND   INDIV
 NF0800
 NF0800                          STATION DESCRIPTION
 NF0800
 NF0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0800'2.7 MI W FROM HUDSONVILLE.
 NF0800'2.0 MILES WEST ALONG MAIN STREET FROM THE INTERSECTION OF
 NF0800'DIVISION STREET AT HUDSONVILLE, OTTAWA COUNTY, THENCE 0.3 MILE
 NF0800'SOUTH ALONG A GRAVEL ROAD, AND THENCE 0.4 MILE SOUTHWEST ALONG
 NF0800'ANOTHER GRAVEL ROAD, AT THE WEST END OF A CURVE WITH TANGENTS
 NF0800'WEST AND NORTHEAST, AT THE TOP OF A SLIGHT SANDY RIDGE, 74
 NF0800'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE-BLOCK
 NF0800'FARM BUILDING, 41 FEET NORTH-NORTHEAST ACROSS THE ROAD FROM
 NF0800'A POWER TRANSMISSION LINE POLE, 40 FEET WEST-SOUTHWEST OF
 NF0800'ANOTHER POWER-TRANSMISSION LINE POLE, 13 FEET NORTH OF THE
 NF0800'CENTERLINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0800'POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY
 NF0800'STANDARD DISK, STAMPED 20 C AND SET IN THE TOP OF A CONCRETE
 NF0800'POST FLUSH WITH THE GROUND.
 NF0800
 NF0800                          STATION RECOVERY (1984)
 NF0800
 NF0800'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0800'MARK NOT FOUND.
 NF0800
 NF0800                          STATION RECOVERY (1997)
 NF0800
 NF0800'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0800'MARK NOT FOUND.
 NF0800
 NF0800                          STATION RECOVERY (2004)
 NF0800
 NF0800'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NF0800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0769 ***********************************************************************
 NF0769  DESIGNATION -  20 C 1
 NF0769  PID         -  NF0769
 NF0769  STATE/COUNTY-  MI/KENT
 NF0769  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0769
 NF0769                         *CURRENT SURVEY CONTROL
 NF0769  ___________________________________________________________________
 NF0769* NAD 83(1986)-  42 47 49.     (N)    085 46 16.     (W)     SCALED    
 NF0769* NAVD 88     -       236.573  (meters)     776.16   (feet)  ADJUSTED  
 NF0769  ___________________________________________________________________
 NF0769  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0769  DYNAMIC HT  -         236.511 (meters)     775.95  (feet)  COMP
 NF0769  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 NF0769
 NF0769  VERT ORDER  -  SECOND    CLASS 0
 NF0769
 NF0769.The horizontal coordinates were scaled from a topographic map and have
 NF0769.an estimated accuracy of +/- 6 seconds.
 NF0769
 NF0769.The orthometric height was determined by differential leveling
 NF0769.and adjusted by the National Geodetic Survey in June 1991..
 NF0769
 NF0769.The geoid height was determined by GEOID03.
 NF0769
 NF0769.The dynamic height is computed by dividing the NAVD 88
 NF0769.geopotential number by the normal gravity value computed on the
 NF0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0769.degrees latitude (g = 980.6199 gals.).
 NF0769
 NF0769.The modeled gravity was interpolated from observed gravity values.
 NF0769
 NF0769;                    North         East    Units  Estimated Accuracy
 NF0769;SPC MI S     -   145,020.    3,885,120.      MT  (+/- 180 meters Scaled)
 NF0769
 NF0769                          SUPERSEDED SURVEY CONTROL
 NF0769
 NF0769  NGVD 29 (??/??/92)  236.716  (m)          776.63   (f) ADJ UNCH    2 0
 NF0769
 NF0769.Superseded values are not recommended for survey control.
 NF0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0769.See file dsdata.txt to determine how the superseded data were derived.
 NF0769
 NF0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN004389(NAD 83)
 NF0769_MARKER: DD = SURVEY DISK
 NF0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0769_STAMPING: 20-C 1
 NF0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0769+STABILITY: SURFACE MOTION
 NF0769
 NF0769  HISTORY     - Date     Condition        Report By
 NF0769  HISTORY     - UNK      MONUMENTED       MIGS
 NF0769  HISTORY     - 1948     GOOD             NGS
 NF0769  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0769
 NF0769                          STATION DESCRIPTION
 NF0769
 NF0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0769'5.6 MI SE FROM JAMESTOWN.
 NF0769'1.0 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0769'JAMESTOWN, THENCE ABOUT 2.0 MILES EAST ALONG COUNTY ROAD 452,
 NF0769'THENCE ABOUT 1.0 MILE SOUTH AND ABOUT 1.6 MILES EAST ALONG
 NF0769'GRAVEL ROADS, SET BETWEEN 2 DRIVES TO A 2-STORY WHITE FARM HOUSE
 NF0769'ON SOUTH SIDE OF ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE
 NF0769'ROAD, 25 FEET EAST OF THE CENTER LINE OF THE WEST DRIVE TO
 NF0769'HOUSE, 31 FEET WEST OF THE CENTER LINE OF THE EAST DRIVE TO
 NF0769'HOUSE, 29 FEET NORTHEAST OF AN 8-INCH WALNUT TREE, 2 FEET NORTH
 NF0769'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 NF0769'IN THE TOP OF A CONCRETE POST ABOUT 2 FEET BELOW THE SURFACE OF
 NF0769'THE GROUND.
 NF0769
 NF0769                          STATION RECOVERY (1957)
 NF0769
 NF0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NF0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1284 ***********************************************************************
 RJ1284  DESIGNATION -  20 C4W 244
 RJ1284  PID         -  RJ1284
 RJ1284  STATE/COUNTY-  MI/CHIPPEWA
 RJ1284  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1284
 RJ1284                         *CURRENT SURVEY CONTROL
 RJ1284  ___________________________________________________________________
 RJ1284* NAD 83(1994)-  46 22 46.65599(N)    084 12 15.11947(W)     ADJUSTED  
 RJ1284* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 RJ1284  ___________________________________________________________________
 RJ1284  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RJ1284  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ1284
 RJ1284  HORZ ORDER  -  SECOND
 RJ1284
 RJ1284.The horizontal coordinates were established by classical geodetic methods
 RJ1284.and adjusted by the National Geodetic Survey in February 1997..
 RJ1284
 RJ1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1284
 RJ1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1284
 RJ1284.The geoid height was determined by GEOID03.
 RJ1284
 RJ1284;                    North         East     Units Scale Factor Converg.
 RJ1284;SPC MI N     -   181,210.946 8,215,020.818   MT  0.99990419   +2 01 14.8
 RJ1284;SPC MI N     -   594,524.10 26,952,168.04   iFT  0.99990419   +2 01 14.8
 RJ1284;UTM  16      - 5,140,026.834   714,995.967   MT  1.00016822   +2 01 29.0
 RJ1284
 RJ1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1284!SPC MI N     -   0.99997775  x   0.99990419  =   0.99988194
 RJ1284!UTM  16      -   0.99997775  x   1.00016822  =   1.00014597
 RJ1284
 RJ1284                          SUPERSEDED SURVEY CONTROL
 RJ1284
 RJ1284  NAD 83(1986)-  46 22 46.64856(N)    084 12 15.11157(W) AD(       ) 2
 RJ1284  NGVD 29 (05/22/90)  179.     (m)          587.     (f) VERT ANG       
 RJ1284
 RJ1284.Superseded values are not recommended for survey control.
 RJ1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1284.See file dsdata.txt to determine how the superseded data were derived.
 RJ1284
 RJ1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1499640027(NAD 83)
 RJ1284_MARKER: DS = TRIANGULATION STATION DISK
 RJ1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1284+STABILITY: SURFACE MOTION
 RJ1284
 RJ1284  HISTORY     - Date     Condition        Report By
 RJ1284  HISTORY     - 1988     MONUMENTED       USE
 RJ1284
 RJ1284                          STATION DESCRIPTION
 RJ1284
 RJ1284'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1284'THE STATION IS LOCATED ABOUT 17.1 KM (10.6 MI) SOUTHEAST OF SAULT
 RJ1284'MARIE, 34.8 KM (21.6 MI) NORTHEAST OF RUDYARD, 48.8 KM (30.3 MI)
 RJ1284'NORTH-NORTHWEST OF DETOUR VILLAGE, ON SUGAR ISLAND IN PART OF GOVT
 RJ1284'LOT 3 SEC 17 T46N-R2E.
 RJ1284'OWNERSHIP---JAMES B AND HARRIET L DAVIDSON
 RJ1284'
 RJ1284'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1284'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1284'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1284'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1284'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT
 RJ1284'AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS
 RJ1284'AREA. TRAVEL BY BOAT DOWNRIVER FOR 10 MINUTES TO WHERE STATION IS
 RJ1284'LOCATED.
 RJ1284'
 RJ1284'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED--- C4W-244
 RJ1284'1988---, SET INTO ROUND CONCRETE MONUMENT, LOCATED 76.2 METERS
 RJ1284'(250 FT) FROM THE WATER ON A SMALL RIDGE AT THE EDGE OF THE WOODS
 RJ1284'UNDER A PIPE TRIPOD WITH ORANGE BOARDS.
 RJ1284'
 RJ1284'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0770 ***********************************************************************
 NF0770  DESIGNATION -  20 D 1
 NF0770  PID         -  NF0770
 NF0770  STATE/COUNTY-  MI/KENT
 NF0770  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0770
 NF0770                         *CURRENT SURVEY CONTROL
 NF0770  ___________________________________________________________________
 NF0770* NAD 83(1986)-  42 47 55.     (N)    085 47 00.     (W)     SCALED    
 NF0770* NAVD 88     -       233.489  (meters)     766.04   (feet)  ADJUSTED  
 NF0770  ___________________________________________________________________
 NF0770  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0770  DYNAMIC HT  -         233.428 (meters)     765.84  (feet)  COMP
 NF0770  MODELED GRAV-     980,355.2   (mgal)                       NAVD 88
 NF0770
 NF0770  VERT ORDER  -  SECOND    CLASS 0
 NF0770
 NF0770.The horizontal coordinates were scaled from a topographic map and have
 NF0770.an estimated accuracy of +/- 6 seconds.
 NF0770
 NF0770.The orthometric height was determined by differential leveling
 NF0770.and adjusted by the National Geodetic Survey in June 1991..
 NF0770
 NF0770.The geoid height was determined by GEOID03.
 NF0770
 NF0770.The dynamic height is computed by dividing the NAVD 88
 NF0770.geopotential number by the normal gravity value computed on the
 NF0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0770.degrees latitude (g = 980.6199 gals.).
 NF0770
 NF0770.The modeled gravity was interpolated from observed gravity values.
 NF0770
 NF0770;                    North         East    Units  Estimated Accuracy
 NF0770;SPC MI S     -   145,220.    3,884,120.      MT  (+/- 180 meters Scaled)
 NF0770
 NF0770                          SUPERSEDED SURVEY CONTROL
 NF0770
 NF0770  NGVD 29 (??/??/92)  233.63   (m)          766.5    (f) COMPUTED    2 0
 NF0770
 NF0770.Superseded values are not recommended for survey control.
 NF0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0770.See file dsdata.txt to determine how the superseded data were derived.
 NF0770
 NF0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN994391(NAD 83)
 NF0770_MARKER: DD = SURVEY DISK
 NF0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0770_STAMPING: 20 D 1
 NF0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0770+STABILITY: SURFACE MOTION
 NF0770
 NF0770  HISTORY     - Date     Condition        Report By
 NF0770  HISTORY     - UNK      MONUMENTED       MIGS
 NF0770  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0770  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0770
 NF0770                          STATION DESCRIPTION
 NF0770
 NF0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0770'3 MI NW FROM NORTH DORR.
 NF0770'3.0 MILES NORTHWEST ALONG A ROAD FROM NORTH DORR, KENT COUNTY,
 NF0770'IN BYRON TOWNSHIP, AT THE SOUTHWEST CORNER OF SEC. 19, T 5 N,
 NF0770'R 12 W, 55 FEET NORTHWEST OF A 14-INCH MAPLE TREE, 13 FEET EAST
 NF0770'OF THE EAST FENCE OF THE NORTH-AND-SOUTH ROAD, AND 3 FEET SOUTH
 NF0770'OF THE NORTH FENCE OF THE EAST-AND-WEST ROAD.  A STATE SURVEY
 NF0770'STANDARD DISK, STAMPED 20 D 1 AND SET IN THE TOP OF A CONCRETE
 NF0770'POST FLUSH WITH THE GROUND.  NOTE-- MARK MAY BE DESTROYED BUT
 NF0770'ONLY THE MAPLE TREE IS THERE OF THE MEASUREMENTS IN THE ORIGINAL
 NF0770'DESCRIPTION.
 NF0770
 NF0770                          STATION RECOVERY (2004)
 NF0770
 NF0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0739 ***********************************************************************
 NF0739  DESIGNATION -  20 E
 NF0739  PID         -  NF0739
 NF0739  STATE/COUNTY-  MI/OTTAWA
 NF0739  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0739
 NF0739                         *CURRENT SURVEY CONTROL
 NF0739  ___________________________________________________________________
 NF0739* NAD 83(1986)-  42 52 15.     (N)    085 52 33.     (W)     SCALED    
 NF0739* NAVD 88     -       192.214  (meters)     630.62   (feet)  ADJUSTED  
 NF0739  ___________________________________________________________________
 NF0739  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0739  DYNAMIC HT  -         192.166 (meters)     630.46  (feet)  COMP
 NF0739  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 NF0739
 NF0739  VERT ORDER  -  SECOND    CLASS 0
 NF0739
 NF0739.The horizontal coordinates were scaled from a topographic map and have
 NF0739.an estimated accuracy of +/- 6 seconds.
 NF0739
 NF0739.The orthometric height was determined by differential leveling
 NF0739.and adjusted by the National Geodetic Survey in June 1991..
 NF0739
 NF0739.The geoid height was determined by GEOID03.
 NF0739
 NF0739.The dynamic height is computed by dividing the NAVD 88
 NF0739.geopotential number by the normal gravity value computed on the
 NF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0739.degrees latitude (g = 980.6199 gals.).
 NF0739
 NF0739.The modeled gravity was interpolated from observed gravity values.
 NF0739
 NF0739;                    North         East    Units  Estimated Accuracy
 NF0739;SPC MI S     -   153,370.    3,876,700.      MT  (+/- 180 meters Scaled)
 NF0739
 NF0739                          SUPERSEDED SURVEY CONTROL
 NF0739
 NF0739  NGVD 29 (??/??/92)  192.355  (m)          631.08   (f) ADJ UNCH    2 0
 NF0739
 NF0739.Superseded values are not recommended for survey control.
 NF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0739.See file dsdata.txt to determine how the superseded data were derived.
 NF0739
 NF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN918470(NAD 83)
 NF0739_MARKER: DD = SURVEY DISK
 NF0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0739_STAMPING: 20 E
 NF0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0739+STABILITY: SURFACE MOTION
 NF0739
 NF0739  HISTORY     - Date     Condition        Report By
 NF0739  HISTORY     - UNK      MONUMENTED       CGS
 NF0739  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0739  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0739  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0739
 NF0739                          STATION DESCRIPTION
 NF0739
 NF0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0739'AT HUDSONVILLE.
 NF0739'AT HUDSONVILLE, OTTAWA COUNTY, IN GEORGETOWN TOWNSHIP, ON THE
 NF0739'SOUTH SECTION-LINE ROAD OF SEC. 29, T 6 N, R 13 W, 0.3 MILE EAST
 NF0739'OF THE WEST LINE OF SECTION 29, 17 FEET NORTH OF THE CENTERLINE
 NF0739'OF A GRAVEL COUNTY ROAD, 22.3 FEET WEST-SOUTHWEST OF A 24-INCH
 NF0739'MAPLE TREE, 2.5 FEET WEST OF POLE 30 + 25, AND LEVEL WITH THE
 NF0739'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 E AND SET IN THE
 NF0739'TOP OF A CONCRETE POST.  NOTE-- A NEW ROAD HAS BEEN BUILT.
 NF0739
 NF0739                          STATION RECOVERY (1997)
 NF0739
 NF0739'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0739'MARK NOT FOUND.
 NF0739
 NF0739                          STATION RECOVERY (2005)
 NF0739
 NF0739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0772 ***********************************************************************
 NF0772  DESIGNATION -  20 E 1
 NF0772  PID         -  NF0772
 NF0772  STATE/COUNTY-  MI/OTTAWA
 NF0772  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0772
 NF0772                         *CURRENT SURVEY CONTROL
 NF0772  ___________________________________________________________________
 NF0772* NAD 83(1986)-  42 47 51.     (N)    085 48 11.     (W)     SCALED    
 NF0772* NAVD 88     -       243.450  (meters)     798.72   (feet)  ADJUSTED  
 NF0772  ___________________________________________________________________
 NF0772  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0772  DYNAMIC HT  -         243.387 (meters)     798.51  (feet)  COMP
 NF0772  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 NF0772
 NF0772  VERT ORDER  -  SECOND    CLASS 0
 NF0772
 NF0772.The horizontal coordinates were scaled from a topographic map and have
 NF0772.an estimated accuracy of +/- 6 seconds.
 NF0772
 NF0772.The orthometric height was determined by differential leveling
 NF0772.and adjusted by the National Geodetic Survey in June 1991..
 NF0772
 NF0772.The geoid height was determined by GEOID03.
 NF0772
 NF0772.The dynamic height is computed by dividing the NAVD 88
 NF0772.geopotential number by the normal gravity value computed on the
 NF0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0772.degrees latitude (g = 980.6199 gals.).
 NF0772
 NF0772.The modeled gravity was interpolated from observed gravity values.
 NF0772
 NF0772;                    North         East    Units  Estimated Accuracy
 NF0772;SPC MI S     -   145,130.    3,882,510.      MT  (+/- 180 meters Scaled)
 NF0772
 NF0772                          SUPERSEDED SURVEY CONTROL
 NF0772
 NF0772  NGVD 29 (??/??/92)  243.60   (m)          799.2    (f) COMPUTED    2 0
 NF0772
 NF0772.Superseded values are not recommended for survey control.
 NF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0772.See file dsdata.txt to determine how the superseded data were derived.
 NF0772
 NF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN978390(NAD 83)
 NF0772_MARKER: DD = SURVEY DISK
 NF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0772_STAMPING: 20 E 1
 NF0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0772+STABILITY: SURFACE MOTION
 NF0772
 NF0772  HISTORY     - Date     Condition        Report By
 NF0772  HISTORY     - UNK      MONUMENTED       MIGS
 NF0772  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0772  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0772
 NF0772                          STATION DESCRIPTION
 NF0772
 NF0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0772'4 MI SE FROM JAMESTOWN.
 NF0772'1.0 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE PUBLIC SCHOOL AT
 NF0772'JAMESTOWN, OTTAWA COUNTY, THENCE 2.0 MILES EAST ALONG COUNTY
 NF0772'ROAD 452, AND THENCE 1.0 MILE SOUTH ALONG A GRAVEL ROAD, IN
 NF0772'JAMESTOWN TOWNSHIP, IN THE SOUTHEAST QUARTER OF THE SOUTHEAST
 NF0772'QUARTER OF SEC. 23, T 5 N, R 13 W, 60 YARDS WEST OF THE
 NF0772'CENTERLINE OF THE GRAVEL ROAD, 85 FEET NORTHWEST OF THE NORTHWEST
 NF0772'CORNER OF A BARN, AND 1 FOOT UNDER GROUND.  A STATE SURVEY
 NF0772'STANDARD DISK, STAMPED 20 E 1 AND SET IN THE TOP OF A CONCRETE
 NF0772'POST.  NOTE-- CONSIDERABLE DIGGING WAS DONE AT THE PLACE WHERE
 NF0772'MARK WAS SUPPOSED TO BE.  THE FARMER WHO OWNS THE PROPERTY SAYS
 NF0772'HE FEELS SURE THE MARK IS STILL THERE BUT DID NOT KNOW THE EXACT
 NF0772'LOCATION.  THE ONLY MEASUREMENT TO GO BY WAS THE CORNER OF THE
 NF0772'BARN AND STILL AFTER CONSIDERABLE DIGGING MARK WAS NOT FOUND.
 NF0772
 NF0772                          STATION RECOVERY (2004)
 NF0772
 NF0772'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0740 ***********************************************************************
 NF0740  DESIGNATION -  20 F
 NF0740  PID         -  NF0740
 NF0740  STATE/COUNTY-  MI/OTTAWA
 NF0740  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0740
 NF0740                         *CURRENT SURVEY CONTROL
 NF0740  ___________________________________________________________________
 NF0740* NAD 83(1986)-  42 52 15.     (N)    085 51 32.     (W)     SCALED    
 NF0740* NAVD 88     -       193.549  (meters)     635.00   (feet)  ADJUSTED  
 NF0740  ___________________________________________________________________
 NF0740  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0740  DYNAMIC HT  -         193.500 (meters)     634.84  (feet)  COMP
 NF0740  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 NF0740
 NF0740  VERT ORDER  -  SECOND    CLASS 0
 NF0740
 NF0740.The horizontal coordinates were scaled from a topographic map and have
 NF0740.an estimated accuracy of +/- 6 seconds.
 NF0740
 NF0740.The orthometric height was determined by differential leveling
 NF0740.and adjusted by the National Geodetic Survey in June 1991..
 NF0740
 NF0740.The geoid height was determined by GEOID03.
 NF0740
 NF0740.The dynamic height is computed by dividing the NAVD 88
 NF0740.geopotential number by the normal gravity value computed on the
 NF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0740.degrees latitude (g = 980.6199 gals.).
 NF0740
 NF0740.The modeled gravity was interpolated from observed gravity values.
 NF0740
 NF0740;                    North         East    Units  Estimated Accuracy
 NF0740;SPC MI S     -   153,350.    3,878,090.      MT  (+/- 180 meters Scaled)
 NF0740
 NF0740                          SUPERSEDED SURVEY CONTROL
 NF0740
 NF0740  NGVD 29 (??/??/92)  193.690  (m)          635.46   (f) ADJ UNCH    2 0
 NF0740
 NF0740.Superseded values are not recommended for survey control.
 NF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0740.See file dsdata.txt to determine how the superseded data were derived.
 NF0740
 NF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN932471(NAD 83)
 NF0740_MARKER: DD = SURVEY DISK
 NF0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0740_STAMPING: 20 F
 NF0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0740+STABILITY: SURFACE MOTION
 NF0740
 NF0740  HISTORY     - Date     Condition        Report By
 NF0740  HISTORY     - UNK      MONUMENTED       MIGS
 NF0740  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0740  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0740  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0740
 NF0740                          STATION DESCRIPTION
 NF0740
 NF0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0740'AT HUDSONVILLE.
 NF0740'AT HUDSONVILLE, OTTAWA COUNTY, IN GEORGETOWN TOWNSHIP, ON THE
 NF0740'NORTH SECTION-LINE ROAD OF SEC.33, T 6 N, R 13 W, AT THE
 NF0740'CONGREGATIONAL CHURCH, 40.5 FEET NORTHWEST OF THE NORTHWEST
 NF0740'CORNER, 8.4 FEET NORTH OF POLE 27 + 30, AND 6 INCHES UNDER
 NF0740'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 F AND SET IN THE
 NF0740'TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK IS UNDER THE
 NF0740'BLACKTOP OF THE NEW ROAD.
 NF0740
 NF0740                          STATION RECOVERY (1997)
 NF0740
 NF0740'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0740'MARK NOT FOUND.
 NF0740
 NF0740                          STATION RECOVERY (2005)
 NF0740
 NF0740'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0774 ***********************************************************************
 NF0774  DESIGNATION -  20 F 1
 NF0774  PID         -  NF0774
 NF0774  STATE/COUNTY-  MI/OTTAWA
 NF0774  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0774
 NF0774                         *CURRENT SURVEY CONTROL
 NF0774  ___________________________________________________________________
 NF0774* NAD 83(1986)-  42 48 42.     (N)    085 48 17.     (W)     SCALED    
 NF0774* NAVD 88     -       252.466  (meters)     828.30   (feet)  ADJUSTED  
 NF0774  ___________________________________________________________________
 NF0774  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF0774  DYNAMIC HT  -         252.401 (meters)     828.09  (feet)  COMP
 NF0774  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 NF0774
 NF0774  VERT ORDER  -  SECOND    CLASS 0
 NF0774
 NF0774.The horizontal coordinates were scaled from a topographic map and have
 NF0774.an estimated accuracy of +/- 6 seconds.
 NF0774
 NF0774.The orthometric height was determined by differential leveling
 NF0774.and adjusted by the National Geodetic Survey in June 1991..
 NF0774
 NF0774.The geoid height was determined by GEOID03.
 NF0774
 NF0774.The dynamic height is computed by dividing the NAVD 88
 NF0774.geopotential number by the normal gravity value computed on the
 NF0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0774.degrees latitude (g = 980.6199 gals.).
 NF0774
 NF0774.The modeled gravity was interpolated from observed gravity values.
 NF0774
 NF0774;                    North         East    Units  Estimated Accuracy
 NF0774;SPC MI S     -   146,700.    3,882,400.      MT  (+/- 180 meters Scaled)
 NF0774
 NF0774                          SUPERSEDED SURVEY CONTROL
 NF0774
 NF0774  NGVD 29 (??/??/92)  252.58   (m)          828.7    (f) COMPUTED    2 0
 NF0774
 NF0774.Superseded values are not recommended for survey control.
 NF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0774.See file dsdata.txt to determine how the superseded data were derived.
 NF0774
 NF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN977405(NAD 83)
 NF0774_MARKER: DD = SURVEY DISK
 NF0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0774_STAMPING: 20 F 1
 NF0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0774+STABILITY: SURFACE MOTION
 NF0774
 NF0774  HISTORY     - Date     Condition        Report By
 NF0774  HISTORY     - UNK      MONUMENTED       MIGS
 NF0774  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0774  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0774
 NF0774                          STATION DESCRIPTION
 NF0774
 NF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0774'3 MI SE FROM JAMESTOWN.
 NF0774'1.0 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE PUBLIC SCHOOL
 NF0774'AT JAMESTOWN, OTTAWA COUNTY, THENCE 2.0 MILES EAST ALONG A
 NF0774'GRAVEL ROAD, IN JAMESTOWN TOWNSHIP, IN THE SOUTHEAST QUARTER OF
 NF0774'THE SOUTHEAST QUARTER OF SEC. 14, T 5 N, R 13 W, 250 YARDS WEST
 NF0774'OF THE CENTERLINE OF THE GRAVEL COUNTY ROAD, 60 YARDS WEST OF THE
 NF0774'DRIVEWAY LEADING TO THE BOS BROTHERS HOME, 43 FEET NORTH OF THE
 NF0774'CENTERLINE OF THE EAST-AND-WEST ROAD, 21 FEET SOUTHWEST OF AN
 NF0774'8-INCH APPLE TREE, AND 1 FOOT UNDER GROUND.  A STATE SURVEY
 NF0774'STANDARD DISK, STAMPED 20 F 1 AND SET IN THE TOP OF A CONCRETE
 NF0774'POST.  NOTE-- MARK IS SET IN A LARGE APPLE ORCHARD.  THE OWNER
 NF0774'STATED THAT HE REMEMBERED WHEN THE MARK WAS SET BUT SOME OF THE
 NF0774'APPLE TREES HAVE BEEN CUT.  HE DID NOT KNOW THE EXACT LOCATION
 NF0774'OF THE MARK, BUT FELT THAT WE WERE NOT AT THE RIGHT PLACE, SINCE
 NF0774'THE TREES ARE GONE WE DID NOT FIND THE MARK.
 NF0774
 NF0774                          STATION RECOVERY (2004)
 NF0774
 NF0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0741 ***********************************************************************
 NF0741  DESIGNATION -  20 G
 NF0741  PID         -  NF0741
 NF0741  STATE/COUNTY-  MI/OTTAWA
 NF0741  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0741
 NF0741                         *CURRENT SURVEY CONTROL
 NF0741  ___________________________________________________________________
 NF0741* NAD 83(1986)-  42 52 15.     (N)    085 49 06.     (W)     SCALED    
 NF0741* NAVD 88     -       191.606  (meters)     628.63   (feet)  ADJUSTED  
 NF0741  ___________________________________________________________________
 NF0741  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0741  DYNAMIC HT  -         191.557 (meters)     628.47  (feet)  COMP
 NF0741  MODELED GRAV-     980,362.8   (mgal)                       NAVD 88
 NF0741
 NF0741  VERT ORDER  -  SECOND    CLASS 0
 NF0741
 NF0741.The horizontal coordinates were scaled from a topographic map and have
 NF0741.an estimated accuracy of +/- 6 seconds.
 NF0741
 NF0741.The orthometric height was determined by differential leveling
 NF0741.and adjusted by the National Geodetic Survey in June 1991..
 NF0741
 NF0741.The geoid height was determined by GEOID03.
 NF0741
 NF0741.The dynamic height is computed by dividing the NAVD 88
 NF0741.geopotential number by the normal gravity value computed on the
 NF0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0741.degrees latitude (g = 980.6199 gals.).
 NF0741
 NF0741.The modeled gravity was interpolated from observed gravity values.
 NF0741
 NF0741;                    North         East    Units  Estimated Accuracy
 NF0741;SPC MI S     -   153,290.    3,881,400.      MT  (+/- 180 meters Scaled)
 NF0741
 NF0741                          SUPERSEDED SURVEY CONTROL
 NF0741
 NF0741  NGVD 29 (??/??/92)  191.747  (m)          629.09   (f) ADJ UNCH    2 0
 NF0741
 NF0741.Superseded values are not recommended for survey control.
 NF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0741.See file dsdata.txt to determine how the superseded data were derived.
 NF0741
 NF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN965471(NAD 83)
 NF0741_MARKER: DD = SURVEY DISK
 NF0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0741_STAMPING: 20 G
 NF0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0741+STABILITY: SURFACE MOTION
 NF0741
 NF0741  HISTORY     - Date     Condition        Report By
 NF0741  HISTORY     - UNK      MONUMENTED       MIGS
 NF0741  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0741  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0741  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0741
 NF0741                          STATION DESCRIPTION
 NF0741
 NF0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0741'2.2 MI E FROM HUDSONVILLE.
 NF0741'2.2 MILES EAST ALONG THE SOUTH SECTION-LINE ROAD OF SEC. 26,
 NF0741'T 6 N, R 13 W, FROM HUDSONVILLE, OTTAWA COUNTY, IN GEORGETOWN
 NF0741'TOWNSHIP, 0.3 MILE EAST OF THE WEST LINE OF SECTION 26, AT
 NF0741'THE INTERSECTION OF A ROAD ON THE WEST ONE-EIGHTH LINE OF
 NF0741'SECTION 26, 113 FEET NORTH OF A 30-INCH MAPLE TREE, 65 FEET
 NF0741'WEST OF ANOTHER 30-INCH MAPLE TREE, 9 FEET NORTH OF THE CENTERLINE
 NF0741'OF THE ROAD, AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD
 NF0741'DISK, STAMPED 20 G AND SET IN THE TOP OF A CONCRETE POST.
 NF0741
 NF0741                          STATION RECOVERY (1997)
 NF0741
 NF0741'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0741'MARK NOT FOUND.
 NF0741
 NF0741                          STATION RECOVERY (2005)
 NF0741
 NF0741'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0776 ***********************************************************************
 NF0776  DESIGNATION -  20 G 1
 NF0776  PID         -  NF0776
 NF0776  STATE/COUNTY-  MI/OTTAWA
 NF0776  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0776
 NF0776                         *CURRENT SURVEY CONTROL
 NF0776  ___________________________________________________________________
 NF0776* NAD 83(1986)-  42 48 41.     (N)    085 49 28.     (W)     SCALED    
 NF0776* NAVD 88     -       270.820  (meters)     888.52   (feet)  ADJUSTED  
 NF0776  ___________________________________________________________________
 NF0776  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0776  DYNAMIC HT  -         270.752 (meters)     888.29  (feet)  COMP
 NF0776  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NF0776
 NF0776  VERT ORDER  -  SECOND    CLASS 0
 NF0776
 NF0776.The horizontal coordinates were scaled from a topographic map and have
 NF0776.an estimated accuracy of +/- 6 seconds.
 NF0776
 NF0776.The orthometric height was determined by differential leveling
 NF0776.and adjusted by the National Geodetic Survey in June 1991..
 NF0776.WARNING-Repeat measurements at this control monument indicate possible
 NF0776.vertical movement.
 NF0776
 NF0776.The geoid height was determined by GEOID03.
 NF0776
 NF0776.The dynamic height is computed by dividing the NAVD 88
 NF0776.geopotential number by the normal gravity value computed on the
 NF0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0776.degrees latitude (g = 980.6199 gals.).
 NF0776
 NF0776.The modeled gravity was interpolated from observed gravity values.
 NF0776
 NF0776;                    North         East    Units  Estimated Accuracy
 NF0776;SPC MI S     -   146,700.    3,880,790.      MT  (+/- 180 meters Scaled)
 NF0776
 NF0776                          SUPERSEDED SURVEY CONTROL
 NF0776
 NF0776  NGVD 29 (??/??/92)  270.956  (m)          888.96   (f) ADJ UNCH    2 0
 NF0776
 NF0776.Superseded values are not recommended for survey control.
 NF0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0776.See file dsdata.txt to determine how the superseded data were derived.
 NF0776
 NF0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN961405(NAD 83)
 NF0776_MARKER: DD = SURVEY DISK
 NF0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0776_STAMPING: 20-G 1
 NF0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0776+STABILITY: SURFACE MOTION
 NF0776
 NF0776  HISTORY     - Date     Condition        Report By
 NF0776  HISTORY     - UNK      MONUMENTED       MIGS
 NF0776  HISTORY     - 1948     GOOD             NGS
 NF0776  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0776  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0776
 NF0776                          STATION DESCRIPTION
 NF0776
 NF0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0776'2 MI SE FROM JAMESTOWN.
 NF0776'1.0 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0776'JAMESTOWN, THENCE ABOUT 0.95 MILE EAST ALONG COUNTY ROAD 452,
 NF0776'SET AT THE TOP OF A PROMINENT HILL IN ROAD, 450 FEET WEST OF A
 NF0776'CROSS ROAD, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 73
 NF0776'FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM THE SECOND POWER
 NF0776'POLE WEST OF CROSSROAD, 11 FEET NORTHEAST OF THE FOURTH TELEPHONE
 NF0776'POLE WEST OF CROSS ROAD, 4 FEET NORTH OF AN EAST-WEST FENCE
 NF0776'LINE, SET IN SIDE OF ROAD DITCH BANK, 1 1/2 FEET NORTH OF A
 NF0776'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 NF0776'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0776
 NF0776                          STATION RECOVERY (1984)
 NF0776
 NF0776'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0776'MARK NOT FOUND.
 NF0776
 NF0776                          STATION RECOVERY (2004)
 NF0776
 NF0776'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0742 ***********************************************************************
 NF0742  DESIGNATION -  20 H
 NF0742  PID         -  NF0742
 NF0742  STATE/COUNTY-  MI/OTTAWA
 NF0742  USGS QUAD   -  GRANDVILLE (1981)
 NF0742
 NF0742                         *CURRENT SURVEY CONTROL
 NF0742  ___________________________________________________________________
 NF0742* NAD 83(1986)-  42 53 08.     (N)    085 48 51.     (W)     SCALED    
 NF0742* NAVD 88     -       187.396  (meters)     614.82   (feet)  ADJUSTED  
 NF0742  ___________________________________________________________________
 NF0742  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0742  DYNAMIC HT  -         187.348 (meters)     614.66  (feet)  COMP
 NF0742  MODELED GRAV-     980,363.1   (mgal)                       NAVD 88
 NF0742
 NF0742  VERT ORDER  -  SECOND    CLASS 0
 NF0742
 NF0742.The horizontal coordinates were scaled from a topographic map and have
 NF0742.an estimated accuracy of +/- 6 seconds.
 NF0742
 NF0742.The orthometric height was determined by differential leveling
 NF0742.and adjusted by the National Geodetic Survey in June 1991..
 NF0742
 NF0742.The geoid height was determined by GEOID03.
 NF0742
 NF0742.The dynamic height is computed by dividing the NAVD 88
 NF0742.geopotential number by the normal gravity value computed on the
 NF0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0742.degrees latitude (g = 980.6199 gals.).
 NF0742
 NF0742.The modeled gravity was interpolated from observed gravity values.
 NF0742
 NF0742;                    North         East    Units  Estimated Accuracy
 NF0742;SPC MI S     -   154,920.    3,881,770.      MT  (+/- 180 meters Scaled)
 NF0742
 NF0742                          SUPERSEDED SURVEY CONTROL
 NF0742
 NF0742  NGVD 29 (??/??/92)  187.538  (m)          615.28   (f) ADJ UNCH    2 0
 NF0742
 NF0742.Superseded values are not recommended for survey control.
 NF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0742.See file dsdata.txt to determine how the superseded data were derived.
 NF0742
 NF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN968487(NAD 83)
 NF0742_MARKER: DD = SURVEY DISK
 NF0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0742_STAMPING: 20 H
 NF0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0742+STABILITY: SURFACE MOTION
 NF0742
 NF0742  HISTORY     - Date     Condition        Report By
 NF0742  HISTORY     - UNK      MONUMENTED       MIGS
 NF0742  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0742  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0742  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0742
 NF0742                          STATION DESCRIPTION
 NF0742
 NF0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0742'3 MI SW FROM GRANDVILLE.
 NF0742'IN OTTAWA COUNTY, 3.0 MILES SOUTHWEST ALONG A ROAD FROM
 NF0742'GRANDVILLE, KENT COUNTY, IN GEORGETOWN TOWNSHIP, IN THE SOUTHEAST
 NF0742'QUARTER OF THE SOUTHWEST QUARTER OF SEC. 23, T 6 N, R 13 W,
 NF0742'0.1 MILE EAST OF THE WEST ONE-EIGHTH-LINE ROAD, 49 FEET
 NF0742'SOUTH OF A 12-INCH WALNUT TREE, 9 FEET NORTHWEST OF A 20-INCH
 NF0742'LOCUST TREE, AND 6.5 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NF0742'FENCE OF THE SECTION-LINE ROAD.  A STATE SURVEY STANDARD DISK,
 NF0742'STAMPED 20 H AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0742'6 INCHES ABOVE GROUND.  NOTE-- A NEW HIGHWAY HAS BEEN BUILT.
 NF0742
 NF0742                          STATION RECOVERY (1997)
 NF0742
 NF0742'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0742'MARK NOT FOUND.
 NF0742
 NF0742                          STATION RECOVERY (2005)
 NF0742
 NF0742'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0777 ***********************************************************************
 NF0777  DESIGNATION -  20 H 1
 NF0777  PID         -  NF0777
 NF0777  STATE/COUNTY-  MI/OTTAWA
 NF0777  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0777
 NF0777                         *CURRENT SURVEY CONTROL
 NF0777  ___________________________________________________________________
 NF0777* NAD 83(1986)-  42 48 41.     (N)    085 49 49.     (W)     SCALED    
 NF0777* NAVD 88     -       261.047  (meters)     856.45   (feet)  ADJUSTED  
 NF0777  ___________________________________________________________________
 NF0777  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0777  DYNAMIC HT  -         260.981 (meters)     856.24  (feet)  COMP
 NF0777  MODELED GRAV-     980,360.3   (mgal)                       NAVD 88
 NF0777
 NF0777  VERT ORDER  -  SECOND    CLASS 0
 NF0777
 NF0777.The horizontal coordinates were scaled from a topographic map and have
 NF0777.an estimated accuracy of +/- 6 seconds.
 NF0777
 NF0777.The orthometric height was determined by differential leveling
 NF0777.and adjusted by the National Geodetic Survey in June 1991..
 NF0777
 NF0777.The geoid height was determined by GEOID03.
 NF0777
 NF0777.The dynamic height is computed by dividing the NAVD 88
 NF0777.geopotential number by the normal gravity value computed on the
 NF0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0777.degrees latitude (g = 980.6199 gals.).
 NF0777
 NF0777.The modeled gravity was interpolated from observed gravity values.
 NF0777
 NF0777;                    North         East    Units  Estimated Accuracy
 NF0777;SPC MI S     -   146,710.    3,880,310.      MT  (+/- 180 meters Scaled)
 NF0777
 NF0777                          SUPERSEDED SURVEY CONTROL
 NF0777
 NF0777  NGVD 29 (??/??/92)  261.17   (m)          856.9    (f) COMPUTED    2 0
 NF0777
 NF0777.Superseded values are not recommended for survey control.
 NF0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0777.See file dsdata.txt to determine how the superseded data were derived.
 NF0777
 NF0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN956405(NAD 83)
 NF0777_MARKER: DD = SURVEY DISK
 NF0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0777_STAMPING: 20 H 1
 NF0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0777+STABILITY: SURFACE MOTION
 NF0777
 NF0777  HISTORY     - Date     Condition        Report By
 NF0777  HISTORY     - UNK      MONUMENTED       MIGS
 NF0777  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0777  HISTORY     - 20040728 MARK NOT FOUND   INDIV
 NF0777
 NF0777                          STATION DESCRIPTION
 NF0777
 NF0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0777'1.5 MI SE FROM JAMESTOWN.
 NF0777'1.0 MILE SOUTH ALONG A BLACK-TOP ROAD FROM THE PUBLIC SCHOOL AT
 NF0777'JAMESTOWN, OTTAWA COUNTY, THENCE 0.5 MILE EAST ALONG COUNTY ROAD
 NF0777'452, IN JAMESTOWN TOWNSHIP, IN THE SOUTHEAST QUARTER OF SEC.
 NF0777'15, T 5 N, R 13 W, 0.4 MILE EAST OF A RED BRICK HOUSE ON THE
 NF0777'SOUTH SIDE OF THE ROAD, 75 YARDS WEST OF THE DRIVE TO THE A.P.
 NF0777'DEKOK FARMHOUSE, 37 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 NF0777'ROAD, 15 FEET NORTHEAST OF POLE 37/21, AND 6 INCHES UNDER
 NF0777'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 H 1 AND SET
 NF0777'IN THE TOP OF A CONCRETE POST.  NOTE-- THE REFERENCE TO THE RED
 NF0777'BRICK HOUSE AND THE DRIVEWAY AGREE.  THERE IS A POLE SOUTH OF
 NF0777'THE ROAD BUT NONE ON THE NORTH.  THE DISTANCE GIVEN FROM THE
 NF0777'ROAD WOULD PLACE THE MARK OUT IN A CULTIVATED FIELD.  THIS
 NF0777'SEEMED TO BE AN IMPROBABLE LOCATION.  A THOROUGH SEARCH WAS NOT
 NF0777'MADE AFTER THE ABOVE FACTS WERE DETERMINED AS IT SEEMED
 NF0777'UNREASONABLE TO TRY TO DIG UP A MARK IN VIEW OF THE CONFLICTING
 NF0777'AND INDEFINITE TIES.
 NF0777
 NF0777                          STATION RECOVERY (2004)
 NF0777
 NF0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0743 ***********************************************************************
 NF0743  DESIGNATION -  20 I
 NF0743  PID         -  NF0743
 NF0743  STATE/COUNTY-  MI/KENT
 NF0743  USGS QUAD   -  GRANDVILLE (1981)
 NF0743
 NF0743                         *CURRENT SURVEY CONTROL
 NF0743  ___________________________________________________________________
 NF0743* NAD 83(1986)-  42 53 05.     (N)    085 46 09.     (W)     SCALED    
 NF0743* NAVD 88     -       195.700  (meters)     642.06   (feet)  ADJUSTED  
 NF0743  ___________________________________________________________________
 NF0743  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0743  DYNAMIC HT  -         195.649 (meters)     641.89  (feet)  COMP
 NF0743  MODELED GRAV-     980,359.6   (mgal)                       NAVD 88
 NF0743
 NF0743  VERT ORDER  -  SECOND    CLASS 0
 NF0743
 NF0743.The horizontal coordinates were scaled from a topographic map and have
 NF0743.an estimated accuracy of +/- 6 seconds.
 NF0743
 NF0743.The orthometric height was determined by differential leveling
 NF0743.and adjusted by the National Geodetic Survey in June 1991..
 NF0743
 NF0743.The geoid height was determined by GEOID03.
 NF0743
 NF0743.The dynamic height is computed by dividing the NAVD 88
 NF0743.geopotential number by the normal gravity value computed on the
 NF0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0743.degrees latitude (g = 980.6199 gals.).
 NF0743
 NF0743.The modeled gravity was interpolated from observed gravity values.
 NF0743
 NF0743;                    North         East    Units  Estimated Accuracy
 NF0743;SPC MI S     -   154,770.    3,885,440.      MT  (+/- 180 meters Scaled)
 NF0743
 NF0743                          SUPERSEDED SURVEY CONTROL
 NF0743
 NF0743  NGVD 29 (??/??/92)  195.840  (m)          642.52   (f) ADJ UNCH    2 0
 NF0743
 NF0743.Superseded values are not recommended for survey control.
 NF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0743.See file dsdata.txt to determine how the superseded data were derived.
 NF0743
 NF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN005487(NAD 83)
 NF0743_MARKER: DD = SURVEY DISK
 NF0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0743_STAMPING: 20 I
 NF0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0743+STABILITY: SURFACE MOTION
 NF0743
 NF0743  HISTORY     - Date     Condition        Report By
 NF0743  HISTORY     - UNK      MONUMENTED       MIGS
 NF0743  HISTORY     - 1941     GOOD             NGS
 NF0743  HISTORY     - 1965     MARK NOT FOUND   NGS
 NF0743  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0743  HISTORY     - 19960313 MARK NOT FOUND   MIDT
 NF0743  HISTORY     - 19960821 MARK NOT FOUND   MIDT
 NF0743
 NF0743                          STATION DESCRIPTION
 NF0743
 NF0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0743'1.5 MI S FROM GRANDVILLE.
 NF0743'1.5 MILES SOUTH ALONG A ROAD FROM GRANDVILLE, KENT COUNTY, IN
 NF0743'WYOMING TOWNSHIP, ON THE NORTH SECTION-LINE ROAD OF SEC. 30,
 NF0743'T 6 N, R 12 W, 250 FEET EAST OF THE CENTER OF THE SECTION, 25.5
 NF0743'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28.5 FEET WEST OF A
 NF0743'FENCE CORNER, AND 3 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 NF0743'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 20 I AND SET IN THE
 NF0743'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NF0743
 NF0743                          STATION RECOVERY (1965)
 NF0743
 NF0743'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NF0743'MARK NOT FOUND.
 NF0743
 NF0743                          STATION RECOVERY (1975)
 NF0743
 NF0743'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0743'MARK NOT FOUND.
 NF0743
 NF0743                          STATION RECOVERY (1996)
 NF0743
 NF0743'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0743'NOT RECOVERED.
 NF0743
 NF0743                          STATION RECOVERY (1996)
 NF0743
 NF0743'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0743'STATION WAS NOT FOUND AT THIS TIME.  DESCRIPTION AND THE TO REACH PUT
 NF0743'MONUMENT IN THE SOUTHWEST QUAD OF 44 TH STREET AND ENTRANCE RAMP TO WB
 NF0743'I-196.  WIDENING OF 44 TH STREET APPEARS TO HAVE DESTROYED THIS
 NF0743'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0779 ***********************************************************************
 NF0779  DESIGNATION -  20 I 1
 NF0779  PID         -  NF0779
 NF0779  STATE/COUNTY-  MI/OTTAWA
 NF0779  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0779
 NF0779                         *CURRENT SURVEY CONTROL
 NF0779  ___________________________________________________________________
 NF0779* NAD 83(1986)-  42 48 40.     (N)    085 50 19.     (W)     SCALED    
 NF0779* NAVD 88     -       243.422  (meters)     798.63   (feet)  ADJUSTED  
 NF0779  ___________________________________________________________________
 NF0779  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF0779  DYNAMIC HT  -         243.360 (meters)     798.42  (feet)  COMP
 NF0779  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 NF0779
 NF0779  VERT ORDER  -  SECOND    CLASS 0
 NF0779
 NF0779.The horizontal coordinates were scaled from a topographic map and have
 NF0779.an estimated accuracy of +/- 6 seconds.
 NF0779
 NF0779.The orthometric height was determined by differential leveling
 NF0779.and adjusted by the National Geodetic Survey in June 1991..
 NF0779
 NF0779.The geoid height was determined by GEOID03.
 NF0779
 NF0779.The dynamic height is computed by dividing the NAVD 88
 NF0779.geopotential number by the normal gravity value computed on the
 NF0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0779.degrees latitude (g = 980.6199 gals.).
 NF0779
 NF0779.The modeled gravity was interpolated from observed gravity values.
 NF0779
 NF0779;                    North         East    Units  Estimated Accuracy
 NF0779;SPC MI S     -   146,690.    3,879,630.      MT  (+/- 180 meters Scaled)
 NF0779
 NF0779                          SUPERSEDED SURVEY CONTROL
 NF0779
 NF0779  NGVD 29 (??/??/92)  243.54   (m)          799.0    (f) COMPUTED    2 0
 NF0779
 NF0779.Superseded values are not recommended for survey control.
 NF0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0779.See file dsdata.txt to determine how the superseded data were derived.
 NF0779
 NF0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN949404(NAD 83)
 NF0779_MARKER: DD = SURVEY DISK
 NF0779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0779_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0779+STABILITY: SURFACE MOTION
 NF0779
 NF0779  HISTORY     - Date     Condition        Report By
 NF0779  HISTORY     - UNK      MONUMENTED       MIGS
 NF0779  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0779  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0779
 NF0779                          STATION DESCRIPTION
 NF0779
 NF0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0779'1 MI S FROM JAMESTOWN.
 NF0779'IN WYOMING TOWNSHIP, ON THE R/W OF THE NORTH SECTION LINE ROAD OF
 NF0779'SECTION 30, T 6 N, R 12 W., ABOUT 250 FEET EAST OF CENTER OF SECTION,
 NF0779'28.5 FEET WESTERLY OF A FENCE CORNER, 25.5 FEET SOUTH OF CENTER OF
 NF0779'ROAD, 3 FEET NORTH OF SOUTH R/W FENCE, 3 INCHES ABOVE SURFACE OF
 NF0779'GROUND, ON TOP OF A CONCRETE POST.  NOTE-- THE TIES GIVEN TO BOTH
 NF0779'ROADS, THE HOUSE AND THE TREE AGREE FAIRLY WELL EXCEPT THERE ARE TWO
 NF0779'TREES QUITE CLOSE TOGETHER AND ONE DOESNT KNOW WHICH WAS MEANT.
 NF0779'TWO HOURS WAS SPENT IN DIGGING AROUND THE DESCRIBED LOCATION BUT THE
 NF0779'MARK WAS NOT LOCATED.  THE OWNER OF THE RED HOUSE STATED THAT THE WPA
 NF0779'HAD DONE SOME ROAD WORK THERE SEVERAL YEARS AGO AND THAT THEY MAY
 NF0779'HAVE DESTROYED IT.  THE OWNER OF THE HOUSE STATED THAT HE HAD NO
 NF0779'KNOWLEDGE OF THE MARK.
 NF0779
 NF0779                          STATION RECOVERY (2004)
 NF0779
 NF0779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0744 ***********************************************************************
 NF0744  DESIGNATION -  20 J
 NF0744  PID         -  NF0744
 NF0744  STATE/COUNTY-  MI/KENT
 NF0744  USGS QUAD   -  GRANDVILLE (1981)
 NF0744
 NF0744                         *CURRENT SURVEY CONTROL
 NF0744  ___________________________________________________________________
 NF0744* NAD 83(1986)-  42 53 05.     (N)    085 45 18.     (W)     SCALED    
 NF0744* NAVD 88     -       195.333  (meters)     640.86   (feet)  ADJUSTED  
 NF0744  ___________________________________________________________________
 NF0744  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF0744  DYNAMIC HT  -         195.283 (meters)     640.69  (feet)  COMP
 NF0744  MODELED GRAV-     980,358.6   (mgal)                       NAVD 88
 NF0744
 NF0744  VERT ORDER  -  SECOND    CLASS 0
 NF0744
 NF0744.The horizontal coordinates were scaled from a topographic map and have
 NF0744.an estimated accuracy of +/- 6 seconds.
 NF0744
 NF0744.The orthometric height was determined by differential leveling
 NF0744.and adjusted by the National Geodetic Survey in June 1991..
 NF0744
 NF0744.The geoid height was determined by GEOID03.
 NF0744
 NF0744.The dynamic height is computed by dividing the NAVD 88
 NF0744.geopotential number by the normal gravity value computed on the
 NF0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0744.degrees latitude (g = 980.6199 gals.).
 NF0744
 NF0744.The modeled gravity was interpolated from observed gravity values.
 NF0744
 NF0744;                    North         East    Units  Estimated Accuracy
 NF0744;SPC MI S     -   154,750.    3,886,600.      MT  (+/- 180 meters Scaled)
 NF0744
 NF0744                          SUPERSEDED SURVEY CONTROL
 NF0744
 NF0744  NGVD 29 (??/??/92)  195.473  (m)          641.31   (f) ADJ UNCH    2 0
 NF0744
 NF0744.Superseded values are not recommended for survey control.
 NF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0744.See file dsdata.txt to determine how the superseded data were derived.
 NF0744
 NF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN016487(NAD 83)
 NF0744_MARKER: DD = SURVEY DISK
 NF0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0744_STAMPING: 20 J
 NF0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0744+STABILITY: SURFACE MOTION
 NF0744
 NF0744  HISTORY     - Date     Condition        Report By
 NF0744  HISTORY     - UNK      MONUMENTED       MIGS
 NF0744  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0744
 NF0744                          STATION DESCRIPTION
 NF0744
 NF0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0744'1.5 MI S FROM GRANDVILLE.
 NF0744'1.5 MILES SOUTH ALONG A ROAD FROM GRANDVILLE, KENT COUNTY, IN
 NF0744'WYOMING TOWNSHIP ON THE RIGHT-OF-WAY OF THE SOUTH LINE OF SEC.
 NF0744'20, T 6 N, R 12 W, 0.3 MILE EAST OF THE WEST LINE OF SECTION 20, 52
 NF0744'FEET SOUTHWEST OF THE CENTER OF A LARGE HOUSE, 42 FEET NORTH
 NF0744'OF A 15-INCH MAPLE TREE, 13.5 FEET SOUTH OF THE END OF A
 NF0744'NORTH-AND-SOUTH FENCE, AND 4 FEET NORTH OF THE NORTH EDGE OF THE
 NF0744'ROAD.  A STATE SURVEY STANDARD DISK, STAMPED 20 J AND SET IN THE
 NF0744'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0781 ***********************************************************************
 NF0781  DESIGNATION -  20 J 1
 NF0781  PID         -  NF0781
 NF0781  STATE/COUNTY-  MI/OTTAWA
 NF0781  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0781
 NF0781                         *CURRENT SURVEY CONTROL
 NF0781  ___________________________________________________________________
 NF0781* NAD 83(1986)-  42 48 41.     (N)    085 51 58.     (W)     SCALED    
 NF0781* NAVD 88     -       227.726  (meters)     747.13   (feet)  ADJUSTED  
 NF0781  ___________________________________________________________________
 NF0781  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0781  DYNAMIC HT  -         227.669 (meters)     746.94  (feet)  COMP
 NF0781  MODELED GRAV-     980,363.2   (mgal)                       NAVD 88
 NF0781
 NF0781  VERT ORDER  -  SECOND    CLASS 0
 NF0781
 NF0781.The horizontal coordinates were scaled from a topographic map and have
 NF0781.an estimated accuracy of +/- 6 seconds.
 NF0781
 NF0781.The orthometric height was determined by differential leveling
 NF0781.and adjusted by the National Geodetic Survey in June 1991..
 NF0781
 NF0781.The geoid height was determined by GEOID03.
 NF0781
 NF0781.The dynamic height is computed by dividing the NAVD 88
 NF0781.geopotential number by the normal gravity value computed on the
 NF0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0781.degrees latitude (g = 980.6199 gals.).
 NF0781
 NF0781.The modeled gravity was interpolated from observed gravity values.
 NF0781
 NF0781;                    North         East    Units  Estimated Accuracy
 NF0781;SPC MI S     -   146,760.    3,877,380.      MT  (+/- 180 meters Scaled)
 NF0781
 NF0781                          SUPERSEDED SURVEY CONTROL
 NF0781
 NF0781  NGVD 29 (??/??/92)  227.85   (m)          747.5    (f) COMPUTED    2 0
 NF0781
 NF0781.Superseded values are not recommended for survey control.
 NF0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0781.See file dsdata.txt to determine how the superseded data were derived.
 NF0781
 NF0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN927404(NAD 83)
 NF0781_MARKER: DD = SURVEY DISK
 NF0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0781_STAMPING: 20 J 1
 NF0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0781+STABILITY: SURFACE MOTION
 NF0781
 NF0781  HISTORY     - Date     Condition        Report By
 NF0781  HISTORY     - UNK      MONUMENTED       MIGS
 NF0781  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0781  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0781
 NF0781                          STATION DESCRIPTION
 NF0781
 NF0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0781'1 MI E FROM FOREST GROVE STATION.
 NF0781'1.0 MILE EAST ALONG COUNTY ROAD 452 FROM THE CROSSROAD AT FOREST
 NF0781'GROVE STATION, OTTAWA COUNTY, IN JAMESTOWN TOWNSHIP, IN THE
 NF0781'SOUTHEAST QUARTER OF SEC. 17, T 5 N, R 13 W, 530 FEET WEST OF THE
 NF0781'EAST SECTION LINE, 20 FEET NORTH OF THE CENTERLINE OF COUNTY
 NF0781'ROAD 452, AND IN THE NORTH DITCH OF THE ROAD.  A STATE SURVEY
 NF0781'STANDARD DISK, STAMPED 20 J 1 AND SET IN THE TOP OF A CONCRETE
 NF0781'POST.  (NO ELEVATION AVAILABLE.)  NOTE-- IT IS VERY DOUBTFUL IF
 NF0781'THE MARK IS WITHIN 20 FEET OF THE DESCRIBED LOCATION UNLESS IT
 NF0781'IS BURIED MORE THAN A FOOT.
 NF0781
 NF0781                          STATION RECOVERY (2004)
 NF0781
 NF0781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0745 ***********************************************************************
 NF0745  DESIGNATION -  20 K
 NF0745  PID         -  NF0745
 NF0745  STATE/COUNTY-  MI/KENT
 NF0745  USGS QUAD   -  CUTLERVILLE (1982)
 NF0745
 NF0745                         *CURRENT SURVEY CONTROL
 NF0745  ___________________________________________________________________
 NF0745* NAD 83(1986)-  42 52 23.     (N)    085 44 35.     (W)     SCALED    
 NF0745* NAVD 88     -       216.752  (meters)     711.13   (feet)  ADJUSTED  
 NF0745  ___________________________________________________________________
 NF0745  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0745  DYNAMIC HT  -         216.696 (meters)     710.94  (feet)  COMP
 NF0745  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 NF0745
 NF0745  VERT ORDER  -  SECOND    CLASS 0
 NF0745
 NF0745.The horizontal coordinates were scaled from a topographic map and have
 NF0745.an estimated accuracy of +/- 6 seconds.
 NF0745
 NF0745.The orthometric height was determined by differential leveling
 NF0745.and adjusted by the National Geodetic Survey in June 1991..
 NF0745
 NF0745.The geoid height was determined by GEOID03.
 NF0745
 NF0745.The dynamic height is computed by dividing the NAVD 88
 NF0745.geopotential number by the normal gravity value computed on the
 NF0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0745.degrees latitude (g = 980.6199 gals.).
 NF0745
 NF0745.The modeled gravity was interpolated from observed gravity values.
 NF0745
 NF0745;                    North         East    Units  Estimated Accuracy
 NF0745;SPC MI S     -   153,440.    3,887,550.      MT  (+/- 180 meters Scaled)
 NF0745
 NF0745                          SUPERSEDED SURVEY CONTROL
 NF0745
 NF0745  NGVD 29 (??/??/92)  216.891  (m)          711.58   (f) ADJ UNCH    2 0
 NF0745
 NF0745.Superseded values are not recommended for survey control.
 NF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0745.See file dsdata.txt to determine how the superseded data were derived.
 NF0745
 NF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN026474(NAD 83)
 NF0745_MARKER: DD = SURVEY DISK
 NF0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0745_STAMPING: 20 K
 NF0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0745+STABILITY: SURFACE MOTION
 NF0745
 NF0745  HISTORY     - Date     Condition        Report By
 NF0745  HISTORY     - UNK      MONUMENTED       MIGS
 NF0745  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0745  HISTORY     - 1989     GOOD             USPSQD
 NF0745
 NF0745                          STATION DESCRIPTION
 NF0745
 NF0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0745'3.2 MI SE FROM GRANDVILLE.
 NF0745'3.2 MILES SOUTHEAST ALONG A ROAD FROM GRANDVILLE, KENT COUNTY,
 NF0745'IN WYOMING TOWNSHIP, IN THE SOUTHWEST QUARTER OF SEC. 28, T 6 N,
 NF0745'R 12 W, 1100 FEET NORTH OF THE SOUTH SECTION-LINE ROAD, NEAR THE
 NF0745'EAST RIGHT-OF-WAY FENCE OF THE WEST SECTION-LINE ROAD, AND
 NF0745'36.5 FEET EAST OF THE CENTERLINE OF A GRAVEL COUNTRY ROAD.  A
 NF0745'STATE SURVEY STANDARD DISK, STAMPED 20 K AND SET IN THE TOP OF
 NF0745'A CONCRETE POST PROJECTING 6 INCHS ABOVE GROUND.  NOTE-- A NEW
 NF0745'ROAD HAS BEEN BUILT.
 NF0745
 NF0745                          STATION RECOVERY (1989)
 NF0745
 NF0745'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 NF0745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0782 ***********************************************************************
 NF0782  DESIGNATION -  20 K 1
 NF0782  PID         -  NF0782
 NF0782  STATE/COUNTY-  MI/OTTAWA
 NF0782  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0782
 NF0782                         *CURRENT SURVEY CONTROL
 NF0782  ___________________________________________________________________
 NF0782* NAD 83(1986)-  42 48 39.     (N)    085 52 56.     (W)     SCALED    
 NF0782* NAVD 88     -       212.505  (meters)     697.19   (feet)  ADJUSTED  
 NF0782  ___________________________________________________________________
 NF0782  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0782  DYNAMIC HT  -         212.451 (meters)     697.02  (feet)  COMP
 NF0782  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 NF0782
 NF0782  VERT ORDER  -  SECOND    CLASS 0
 NF0782
 NF0782.The horizontal coordinates were scaled from a topographic map and have
 NF0782.an estimated accuracy of +/- 6 seconds.
 NF0782
 NF0782.The orthometric height was determined by differential leveling
 NF0782.and adjusted by the National Geodetic Survey in June 1991..
 NF0782.WARNING-Repeat measurements at this control monument indicate possible
 NF0782.vertical movement.
 NF0782
 NF0782.The geoid height was determined by GEOID03.
 NF0782
 NF0782.The dynamic height is computed by dividing the NAVD 88
 NF0782.geopotential number by the normal gravity value computed on the
 NF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0782.degrees latitude (g = 980.6199 gals.).
 NF0782
 NF0782.The modeled gravity was interpolated from observed gravity values.
 NF0782
 NF0782;                    North         East    Units  Estimated Accuracy
 NF0782;SPC MI S     -   146,720.    3,876,060.      MT  (+/- 180 meters Scaled)
 NF0782
 NF0782                          SUPERSEDED SURVEY CONTROL
 NF0782
 NF0782  NGVD 29 (??/??/92)  212.641  (m)          697.64   (f) ADJ UNCH    2 0
 NF0782
 NF0782.Superseded values are not recommended for survey control.
 NF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0782.See file dsdata.txt to determine how the superseded data were derived.
 NF0782
 NF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN913404(NAD 83)
 NF0782_MARKER: DD = SURVEY DISK
 NF0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0782_STAMPING: 20-K 1
 NF0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0782+STABILITY: SURFACE MOTION
 NF0782
 NF0782  HISTORY     - Date     Condition        Report By
 NF0782  HISTORY     - UNK      MONUMENTED       MIGS
 NF0782  HISTORY     - 1948     GOOD             NGS
 NF0782  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0782  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0782  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0782
 NF0782                          STATION DESCRIPTION
 NF0782
 NF0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0782'2.9 MI E FROM VREISLAND.
 NF0782'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 452 FROM THE CROSSROADS
 NF0782'AT VREISLAND, AT THE CROSSROADS AT FOREST GROVE JUNCTION, SET IN
 NF0782'THE SOUTHWEST QUARTER OF INTERSECTION, 34 FEET SOUTH OF THE
 NF0782'CENTER LINE OF ROAD 452, 76 FEET WEST OF THE CENTER LINE OF THE
 NF0782'CROSSROAD, 2 1/2 FEET NORTHWEST OF A POWER POLE, 1 FOOT WEST OF A
 NF0782'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE
 NF0782'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0782
 NF0782                          STATION RECOVERY (1975)
 NF0782
 NF0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0782'MARK NOT FOUND.
 NF0782
 NF0782                          STATION RECOVERY (1984)
 NF0782
 NF0782'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0782'MARK NOT FOUND.
 NF0782
 NF0782                          STATION RECOVERY (2005)
 NF0782
 NF0782'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0478 ***********************************************************************
 OJ0478  DESIGNATION -  20 KEE USGS
 OJ0478  PID         -  OJ0478
 OJ0478  STATE/COUNTY-  MI/HURON
 OJ0478  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0478
 OJ0478                         *CURRENT SURVEY CONTROL
 OJ0478  ___________________________________________________________________
 OJ0478* NAD 83(1986)-  43 49 48.     (N)    083 20 24.     (W)     SCALED    
 OJ0478* NAVD 88     -       186.205  (meters)     610.91   (feet)  ADJUSTED  
 OJ0478  ___________________________________________________________________
 OJ0478  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0478  DYNAMIC HT  -         186.175 (meters)     610.81  (feet)  COMP
 OJ0478  MODELED GRAV-     980,453.2   (mgal)                       NAVD 88
 OJ0478
 OJ0478  VERT ORDER  -  FIRST     CLASS 0
 OJ0478
 OJ0478.The horizontal coordinates were scaled from a topographic map and have
 OJ0478.an estimated accuracy of +/- 6 seconds.
 OJ0478
 OJ0478.The orthometric height was determined by differential leveling
 OJ0478.and adjusted by the National Geodetic Survey in June 1991..
 OJ0478
 OJ0478.The geoid height was determined by GEOID03.
 OJ0478
 OJ0478.The dynamic height is computed by dividing the NAVD 88
 OJ0478.geopotential number by the normal gravity value computed on the
 OJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0478.degrees latitude (g = 980.6199 gals.).
 OJ0478
 OJ0478.The modeled gravity was interpolated from observed gravity values.
 OJ0478
 OJ0478;                    North         East    Units  Estimated Accuracy
 OJ0478;SPC MI S     -   259,330.    4,082,580.      MT  (+/- 180 meters Scaled)
 OJ0478
 OJ0478                          SUPERSEDED SURVEY CONTROL
 OJ0478
 OJ0478  NGVD 29 (??/??/92)  186.350  (m)          611.38   (f) ADJ UNCH    1 0
 OJ0478
 OJ0478.Superseded values are not recommended for survey control.
 OJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0478.See file dsdata.txt to determine how the superseded data were derived.
 OJ0478
 OJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ118556(NAD 83)
 OJ0478_MARKER: DD = SURVEY DISK
 OJ0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0478_SP_SET: CULVERT
 OJ0478_STAMPING: 20 KEE 1969 611
 OJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0478+STABILITY: SURFACE MOTION
 OJ0478
 OJ0478  HISTORY     - Date     Condition        Report By
 OJ0478  HISTORY     - 1969     MONUMENTED       USGS
 OJ0478  HISTORY     - 1976     GOOD             NOS
 OJ0478  HISTORY     - 19980530 GOOD             USPSQD
 OJ0478
 OJ0478                          STATION DESCRIPTION
 OJ0478
 OJ0478'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0478'2.2 MI SE FROM BAYPORT.
 OJ0478'2.2 SE OF BAYPORT 0.6 MILE SOUTH ALONG HIGHWAY M 25 FROM THE POST
 OJ0478'OFFICE AT BAYPORT, THENCE 1.6 MILES EAST ALONG HIGHWAY M142, 91 FT.
 OJ0478'NORTH CENTERLINE OF HIGHWAY M142, 20 FEET WEST CENTERLINE HIGHWAY M25,
 OJ0478'6 FT. BELOW ROAD SURFACE, AT THE NORTH END OF THE WEST HEADWALL OF
 OJ0478'CONCRETE CULVERT, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0478'DISK SET INTO THE CONCRETE
 OJ0478
 OJ0478                          STATION RECOVERY (1998)
 OJ0478
 OJ0478'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0746 ***********************************************************************
 NF0746  DESIGNATION -  20 L
 NF0746  PID         -  NF0746
 NF0746  STATE/COUNTY-  MI/KENT
 NF0746  USGS QUAD   -  CUTLERVILLE (1982)
 NF0746
 NF0746                         *CURRENT SURVEY CONTROL
 NF0746  ___________________________________________________________________
 NF0746* NAD 83(1986)-  42 52 12.     (N)    085 42 07.     (W)     SCALED    
 NF0746* NAVD 88     -       222.407  (meters)     729.68   (feet)  ADJUSTED  
 NF0746  ___________________________________________________________________
 NF0746  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0746  DYNAMIC HT  -         222.349 (meters)     729.49  (feet)  COMP
 NF0746  MODELED GRAV-     980,353.4   (mgal)                       NAVD 88
 NF0746
 NF0746  VERT ORDER  -  SECOND    CLASS 0
 NF0746
 NF0746.The horizontal coordinates were scaled from a topographic map and have
 NF0746.an estimated accuracy of +/- 6 seconds.
 NF0746
 NF0746.The orthometric height was determined by differential leveling
 NF0746.and adjusted by the National Geodetic Survey in June 1991..
 NF0746
 NF0746.The geoid height was determined by GEOID03.
 NF0746
 NF0746.The dynamic height is computed by dividing the NAVD 88
 NF0746.geopotential number by the normal gravity value computed on the
 NF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0746.degrees latitude (g = 980.6199 gals.).
 NF0746
 NF0746.The modeled gravity was interpolated from observed gravity values.
 NF0746
 NF0746;                    North         East    Units  Estimated Accuracy
 NF0746;SPC MI S     -   153,040.    3,890,910.      MT  (+/- 180 meters Scaled)
 NF0746
 NF0746                          SUPERSEDED SURVEY CONTROL
 NF0746
 NF0746  NGVD 29 (??/??/92)  222.545  (m)          730.13   (f) ADJ UNCH    2 0
 NF0746
 NF0746.Superseded values are not recommended for survey control.
 NF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0746.See file dsdata.txt to determine how the superseded data were derived.
 NF0746
 NF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN060471(NAD 83)
 NF0746_MARKER: DD = SURVEY DISK
 NF0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0746_STAMPING: 20 L
 NF0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0746+STABILITY: SURFACE MOTION
 NF0746
 NF0746  HISTORY     - Date     Condition        Report By
 NF0746  HISTORY     - UNK      MONUMENTED       MIGS
 NF0746  HISTORY     - 1934     GOOD             NGS
 NF0746
 NF0746                          STATION DESCRIPTION
 NF0746
 NF0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0746'1.6 MI W FROM FISHER.
 NF0746'1.6 MILES WEST ALONG A ROAD FROM FISHER, KENT COUNTY, IN WYOMING
 NF0746'TOWNSHIP, NEAR THE SOUTHWEST CORNER OF SEC. 26, T 6 N, R 12 W,
 NF0746'500 FEET EAST OF THE INTERSECTION OF THE SECTION CORNER AND THE
 NF0746'ROAD 87.2 FEET SOUTHEAST OF A HOUSE ACROSS A DRIVEWAY, 71.2 FEET
 NF0746'NORTH OF A 6-INCH OAK TREE, 61.1 FEET NORTHEAST OF A 12-INCH
 NF0746'OAK TREE, AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NF0746'STAMPED 20 L AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0784 ***********************************************************************
 NF0784  CBN         -  This is a Cooperative Base Network Control Station.
 NF0784  DESIGNATION -  20 L 1
 NF0784  PID         -  NF0784
 NF0784  STATE/COUNTY-  MI/OTTAWA
 NF0784  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0784
 NF0784                         *CURRENT SURVEY CONTROL
 NF0784  ___________________________________________________________________
 NF0784* NAD 83(1994)-  42 48 40.42755(N)    085 53 45.28781(W)     ADJUSTED  
 NF0784* NAVD 88     -       222.380  (meters)     729.59   (feet)  ADJUSTED  
 NF0784  ___________________________________________________________________
 NF0784  X           -     335,396.784 (meters)                     COMP
 NF0784  Y           -  -4,674,351.238 (meters)                     COMP
 NF0784  Z           -   4,312,269.684 (meters)                     COMP
 NF0784  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 NF0784  ELLIP HEIGHT-         188.96  (meters)          (07/12/02) GPS OBS
 NF0784  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0784  DYNAMIC HT  -         222.324 (meters)     729.41  (feet)  COMP
 NF0784  MODELED GRAV-     980,365.1   (mgal)                       NAVD 88
 NF0784  OBS GRAVITY -     980,358.9   (mgal)                       GRAV_OBS
 NF0784
 NF0784  HORZ ORDER  -  B
 NF0784  VERT ORDER  -  SECOND    CLASS 0
 NF0784  ELLP ORDER  -  FOURTH    CLASS II
 NF0784
 NF0784.The horizontal coordinates were established by GPS observations
 NF0784.and adjusted by the National Geodetic Survey in September 1995..
 NF0784
 NF0784.The orthometric height was determined by differential leveling
 NF0784.and adjusted by the National Geodetic Survey in June 1991..
 NF0784
 NF0784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0784
 NF0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0784
 NF0784.The ellipsoidal height was determined by GPS observations
 NF0784.and is referenced to NAD 83.
 NF0784
 NF0784.The geoid height was determined by GEOID03.
 NF0784
 NF0784.The dynamic height is computed by dividing the NAVD 88
 NF0784.geopotential number by the normal gravity value computed on the
 NF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0784.degrees latitude (g = 980.6199 gals.).
 NF0784
 NF0784.The modeled gravity was interpolated from observed gravity values.
 NF0784.The observed gravity was obtained from relative gravimeter ties
 NF0784.to the IGSN71 gravity network.
 NF0784
 NF0784;                    North         East     Units Scale Factor Converg.
 NF0784;SPC MI S     -   146,783.648 3,874,941.123   MT  0.99990770   -1 02 26.5
 NF0784;SPC MI S     -   481,573.65 12,713,061.43   iFT  0.99990770   -1 02 26.5
 NF0784;UTM  16      - 4,740,443.633   590,267.726   MT  0.99970024   +0 45 01.3
 NF0784
 NF0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0784!SPC MI S     -   0.99997037  x   0.99990770  =   0.99987807
 NF0784!UTM  16      -   0.99997037  x   0.99970024  =   0.99967062
 NF0784
 NF0784                          SUPERSEDED SURVEY CONTROL
 NF0784
 NF0784  ELLIP H (09/20/95)  188.98   (m)                       GP(       ) 1 2
 NF0784  NAVD 88 (09/20/95)  222.38   (m)          729.6    (f) LEVELING    3  
 NF0784  NGVD 29 (??/??/92)  222.516  (m)          730.04   (f) ADJ UNCH    2 0
 NF0784
 NF0784.Superseded values are not recommended for survey control.
 NF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0784.See file dsdata.txt to determine how the superseded data were derived.
 NF0784
 NF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9026840444(NAD 83)
 NF0784_MARKER: DB = BENCH MARK DISK
 NF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0784_STAMPING: 20-L 1
 NF0784_MARK LOGO: CGS+SS
 NF0784_PROJECTION: PROJECTING 5 CENTIMETERS
 NF0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0784+STABILITY: SURFACE MOTION
 NF0784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0784+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 NF0784
 NF0784  HISTORY     - Date     Condition        Report By
 NF0784  HISTORY     - 1948     MONUMENTED       CGS+SS
 NF0784  HISTORY     - 1948     GOOD             NGS
 NF0784  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0784  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0784  HISTORY     - 19940727 GOOD             NGS
 NF0784  HISTORY     - 20010426 GOOD             NGS
 NF0784
 NF0784                          STATION DESCRIPTION
 NF0784
 NF0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0784'2.2 MI E FROM VREISLAND.
 NF0784'ABOUT 2.2 MILES EAST ALONG COUNTY ROAD 452 FROM THE CROSSROADS
 NF0784'AT VREISLAND, ABOUT 0.7 MILE WEST OF THE CROSSROADS AT FOREST
 NF0784'GROVE STATION, ABOUT 0.25 MILE EAST OF A CROSSROAD, AT A DRIVE
 NF0784'TO A LARGE RED BARN, ON ROAD FILL, 23 FEET NORTH OF THE CENTER
 NF0784'LINE OF THE ROAD, 86 FEET WEST OF THE CENTER LINE OF THE DRIVE
 NF0784'TO BARN, 33 FEET SOUTH-SOUTHEAST OF THE 1ST POWER POLE WEST OF
 NF0784'DRIVE, 34 FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 27 FEET WEST
 NF0784'OF A 4-INCH ELM TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0784'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0784'POST PROJECTING 2 INCHES.  NOTE-- CONCRETE IS CHIPPED BUT MARK
 NF0784'APPEARS TO BE SOLID.
 NF0784
 NF0784                          STATION RECOVERY (1975)
 NF0784
 NF0784'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0784'MARK NOT FOUND.
 NF0784
 NF0784                          STATION RECOVERY (1984)
 NF0784
 NF0784'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0784'MARK NOT FOUND.
 NF0784
 NF0784                          STATION RECOVERY (1994)
 NF0784
 NF0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0784'STATION IS LOCATED IN QUAD 420854, ABOUT 8 KM (4.95 MI) EAST OF
 NF0784'ZEELAND, 3.5 KM (2.15 MI) EAST FROM THE CROSS ROADS AT VREISLAND,
 NF0784'ALONG A PAVED ROAD, ON THE RIGHT-OF-WAY, IN SECTION 18, T 5 N, R 13 W,
 NF0784'AND IN JAMESTOWN TOWNSHIP.  OWNERSHIP--OTTAWA COUNTY.  TO REACH FROM
 NF0784'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 196 AND BYRON ROAD
 NF0784'(EXIT 55) , ABOUT 1 KM (0.60 MI) EAST OF ZEELAND, GO EAST ON BYRON
 NF0784'ROAD FOR 6.55 KM (4.05 MI) TO GRADED CROSSROAD (48TH AVENUE) IN A JOG.
 NF0784'CONTINUE EAST FOR 0.38 KM (0.25 MI) TO A LOW RISE AND THE STATION ON
 NF0784'THE LEFT.  STATION IS RECESSED 20 CM BELOW GROUND ON THE SLOPED
 NF0784'SHOULDER.  IT IS 26.5 M (86.9 FT) WEST OF THE CENTERLINE OF A DRIVEWAY
 NF0784'TO 4553 BYRON ROAD, 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF BYRON
 NF0784'ROAD, 6.0 M (19.7 FT) EAST OF THE EXTENDED EAST WALL OF A BRICK HOUSE
 NF0784'AT 4590 BYRON ROAD, 1.4 M (4.6 FT) WEST OF THE EXTENDED FENCE LINE
 NF0784'BETWEEN A LAWN AND A FIELD, AND 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS
 NF0784'WITNESS POST.  DESCRIBED BY G.R.  HEID.
 NF0784
 NF0784                          STATION RECOVERY (2001)
 NF0784
 NF0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0784'STATION IS A STANDARD CGS AND STATE SURVEY DISK AND IT WAS
 NF0784'RECOVERED  ON 04-03-2001 BY A PRIVATE SURVEY FIRM, WILLIAMS AND
 NF0784'WORKS, (JEM) IN GOOD CONDITION.  STATION IS GOOD FOR USE WITH G.P.S.
 NF0784' 
 NF0784'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF0784' 
 NF0784' 
 NF0784' 
 NF0784'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0748 ***********************************************************************
 NF0748  DESIGNATION -  20 M
 NF0748  PID         -  NF0748
 NF0748  STATE/COUNTY-  MI/KENT
 NF0748  USGS QUAD   -  CUTLERVILLE (1982)
 NF0748
 NF0748                         *CURRENT SURVEY CONTROL
 NF0748  ___________________________________________________________________
 NF0748* NAD 83(1986)-  42 52 09.     (N)    085 38 42.     (W)     SCALED    
 NF0748* NAVD 88     -       210.393  (meters)     690.26   (feet)  ADJUSTED  
 NF0748  ___________________________________________________________________
 NF0748  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF0748  DYNAMIC HT  -         210.336 (meters)     690.08  (feet)  COMP
 NF0748  MODELED GRAV-     980,348.9   (mgal)                       NAVD 88
 NF0748
 NF0748  VERT ORDER  -  SECOND    CLASS 0
 NF0748
 NF0748.The horizontal coordinates were scaled from a topographic map and have
 NF0748.an estimated accuracy of +/- 6 seconds.
 NF0748
 NF0748.The orthometric height was determined by differential leveling
 NF0748.and adjusted by the National Geodetic Survey in June 1991..
 NF0748
 NF0748.The geoid height was determined by GEOID03.
 NF0748
 NF0748.The dynamic height is computed by dividing the NAVD 88
 NF0748.geopotential number by the normal gravity value computed on the
 NF0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0748.degrees latitude (g = 980.6199 gals.).
 NF0748
 NF0748.The modeled gravity was interpolated from observed gravity values.
 NF0748
 NF0748;                    North         East    Units  Estimated Accuracy
 NF0748;SPC MI S     -   152,880.    3,895,560.      MT  (+/- 180 meters Scaled)
 NF0748
 NF0748                          SUPERSEDED SURVEY CONTROL
 NF0748
 NF0748  NGVD 29 (??/??/92)  210.530  (m)          690.71   (f) ADJ UNCH    2 0
 NF0748
 NF0748.Superseded values are not recommended for survey control.
 NF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0748.See file dsdata.txt to determine how the superseded data were derived.
 NF0748
 NF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN106471(NAD 83)
 NF0748_MARKER: DD = SURVEY DISK
 NF0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0748_STAMPING: 20-M
 NF0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0748+STABILITY: SURFACE MOTION
 NF0748
 NF0748  HISTORY     - Date     Condition        Report By
 NF0748  HISTORY     - UNK      MONUMENTED       MIGS
 NF0748  HISTORY     - 1948     GOOD             NGS
 NF0748  HISTORY     - 1965     MARK NOT FOUND   NGS
 NF0748  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 NF0748
 NF0748                          STATION DESCRIPTION
 NF0748
 NF0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0748'5 MI NW FROM DUTTON.
 NF0748'3.0 MILES WEST ALONG 68TH STREET SE FROM THE CROSSROADS AT
 NF0748'DUTTON, THENCE ABOUT 2.0 MILES NORTH ALONG EASTERN AVENUE, AT
 NF0748'THE INTERSECTION OF 52ND STREET SE, 105 1/2 FEET SOUTHEAST OF
 NF0748'THE CENTER OF THE INTERSECTION, 47 FEET EAST OF THE CENTER LINE
 NF0748'OF EASTERN AVENUE, 91 FEET SOUTH OF 52ND STREET SE, 37 1/2 FEET
 NF0748'WEST OF THE MAIN WEST ENTRANCE TO A BRICK FRONT STORE BUILDING,
 NF0748'ABOUT LEVEL WITH THE INTERSECTION AND SET IN THE TOP OF A
 NF0748'CONCRETE POST PROJECTING 6 IN.
 NF0748
 NF0748                          STATION RECOVERY (1965)
 NF0748
 NF0748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NF0748'MARK NOT FOUND.
 NF0748
 NF0748                          STATION RECOVERY (2006)
 NF0748
 NF0748'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0748'MARK IS LONG GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0787 ***********************************************************************
 NF0787  DESIGNATION -  20 M 1
 NF0787  PID         -  NF0787
 NF0787  STATE/COUNTY-  MI/OTTAWA
 NF0787  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0787
 NF0787                         *CURRENT SURVEY CONTROL
 NF0787  ___________________________________________________________________
 NF0787* NAD 83(1986)-  42 48 44.     (N)    085 55 15.     (W)     SCALED    
 NF0787* NAVD 88     -       225.128  (meters)     738.61   (feet)  ADJUSTED  
 NF0787  ___________________________________________________________________
 NF0787  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0787  DYNAMIC HT  -         225.072 (meters)     738.42  (feet)  COMP
 NF0787  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 NF0787
 NF0787  VERT ORDER  -  SECOND    CLASS 0
 NF0787
 NF0787.The horizontal coordinates were scaled from a topographic map and have
 NF0787.an estimated accuracy of +/- 6 seconds.
 NF0787
 NF0787.The orthometric height was determined by differential leveling
 NF0787.and adjusted by the National Geodetic Survey in June 1991..
 NF0787
 NF0787.The geoid height was determined by GEOID03.
 NF0787
 NF0787.The dynamic height is computed by dividing the NAVD 88
 NF0787.geopotential number by the normal gravity value computed on the
 NF0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0787.degrees latitude (g = 980.6199 gals.).
 NF0787
 NF0787.The modeled gravity was interpolated from observed gravity values.
 NF0787
 NF0787;                    North         East    Units  Estimated Accuracy
 NF0787;SPC MI S     -   146,930.    3,872,910.      MT  (+/- 180 meters Scaled)
 NF0787
 NF0787                          SUPERSEDED SURVEY CONTROL
 NF0787
 NF0787  NGVD 29 (??/??/92)  225.266  (m)          739.06   (f) ADJ UNCH    2 0
 NF0787
 NF0787.Superseded values are not recommended for survey control.
 NF0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0787.See file dsdata.txt to determine how the superseded data were derived.
 NF0787
 NF0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN882405(NAD 83)
 NF0787_MARKER: DD = SURVEY DISK
 NF0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0787_STAMPING: 20-M 1
 NF0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0787+STABILITY: SURFACE MOTION
 NF0787
 NF0787  HISTORY     - Date     Condition        Report By
 NF0787  HISTORY     - UNK      MONUMENTED       MIGS
 NF0787  HISTORY     - 1948     GOOD             NGS
 NF0787  HISTORY     - 1984     POOR             USPSQD
 NF0787  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0787
 NF0787                          STATION DESCRIPTION
 NF0787
 NF0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0787'0.9 MI E FROM VREISLAND.
 NF0787'ABOUT 0.9 MILE EAST ALONG COUNTY ROAD 452 FROM THE CROSS ROAD AT
 NF0787'VREISLAND, IN THE NORTHWEST QUARTER OF THE INTERSECTION WITH A
 NF0787'NORTH-SOUTH CROSS ROAD, 236 FEET WEST OF THE CENTER LINE OF THE
 NF0787'ROAD NORTH, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD
 NF0787'EAST-WEST, 73 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 NF0787'POWER POLE WITH A TRANSFORMER, 19 FEET EAST OF THE THIRD
 NF0787'TELEPHONE POLE WEST OF THE CROSS ROAD, 2 FEET SOUTH OF A FENCE
 NF0787'LINE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 NF0787'POST PROJECTING 6 INCHES.
 NF0787
 NF0787                          STATION RECOVERY (1984)
 NF0787
 NF0787'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0787'CEMENT BADLY CHIPPED. 80 PERCENT OF DISK BROKEN OFF-- NO STAMPINGS
 NF0787'REMAINS. CEMNENT POST LOOSE IN GROUND.
 NF0787
 NF0787                          STATION RECOVERY (2004)
 NF0787
 NF0787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0749 ***********************************************************************
 NF0749  DESIGNATION -  20 N
 NF0749  PID         -  NF0749
 NF0749  STATE/COUNTY-  MI/KENT
 NF0749  USGS QUAD   -  CUTLERVILLE (1982)
 NF0749
 NF0749                         *CURRENT SURVEY CONTROL
 NF0749  ___________________________________________________________________
 NF0749* NAD 83(1986)-  42 51 48.     (N)    085 38 41.     (W)     SCALED    
 NF0749* NAVD 88     -       210.994  (meters)     692.24   (feet)  ADJUSTED  
 NF0749  ___________________________________________________________________
 NF0749  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF0749  DYNAMIC HT  -         210.938 (meters)     692.05  (feet)  COMP
 NF0749  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 NF0749
 NF0749  VERT ORDER  -  SECOND    CLASS 0
 NF0749
 NF0749.The horizontal coordinates were scaled from a topographic map and have
 NF0749.an estimated accuracy of +/- 6 seconds.
 NF0749
 NF0749.The orthometric height was determined by differential leveling
 NF0749.and adjusted by the National Geodetic Survey in June 1991..
 NF0749
 NF0749.The geoid height was determined by GEOID03.
 NF0749
 NF0749.The dynamic height is computed by dividing the NAVD 88
 NF0749.geopotential number by the normal gravity value computed on the
 NF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0749.degrees latitude (g = 980.6199 gals.).
 NF0749
 NF0749.The modeled gravity was interpolated from observed gravity values.
 NF0749
 NF0749;                    North         East    Units  Estimated Accuracy
 NF0749;SPC MI S     -   152,230.    3,895,570.      MT  (+/- 180 meters Scaled)
 NF0749
 NF0749                          SUPERSEDED SURVEY CONTROL
 NF0749
 NF0749  NGVD 29 (??/??/92)  211.13   (m)          692.7    (f) COMPUTED    2 0
 NF0749
 NF0749.Superseded values are not recommended for survey control.
 NF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0749.See file dsdata.txt to determine how the superseded data were derived.
 NF0749
 NF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107465(NAD 83)
 NF0749_MARKER: DD = SURVEY DISK
 NF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0749_STAMPING: 20 N
 NF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0749+STABILITY: SURFACE MOTION
 NF0749
 NF0749  HISTORY     - Date     Condition        Report By
 NF0749  HISTORY     - UNK      MONUMENTED       MIGS
 NF0749  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0749  HISTORY     - 20060922 MARK NOT FOUND   GEOCAC
 NF0749
 NF0749                          STATION DESCRIPTION
 NF0749
 NF0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0749'2 MI E FROM FISHER.
 NF0749'2.0 MILES EAST ALONG A ROAD FROM FISHER, KENT COUNTY, IN PARIS
 NF0749'TOWNSHIP, NEAR THE SOUTH CORNER OF THE SOUTHEAST QUARTER OF THE
 NF0749'NORTHEAST QUARTER OF SEC 31, T 6 N, R 11W, 47 FEET WEST OF
 NF0749'THE CENTERLINE OF THE ROAD, 25 FEET SOUTHWEST OF A POLE, 9
 NF0749'FEET NORTH OF THE QUARTER-LINE FENCE, 3 FEET WEST OF THE
 NF0749'ROAD-FENCE LINE, AND 1 FOOT UNDER GROUND.  A STATE SURVEY
 NF0749'STANDARD DISK, STAMPED 20 N AND SET IN THE TOP OF A CONCRETE
 NF0749'POST.  NOTE-- UNABLE TO LOCATE THE MARK.  IT MAY BE THERE BUT
 NF0749'IS BURIED AND WOULD BE HARD TO LOCATE.
 NF0749
 NF0749                          STATION RECOVERY (2006)
 NF0749
 NF0749'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0749'MARK IS LONG GONE. DRIVEWAY TO HOUSE SITS WHERE MARK USED TO BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0788 ***********************************************************************
 NF0788  DESIGNATION -  20 N 1
 NF0788  PID         -  NF0788
 NF0788  STATE/COUNTY-  MI/OTTAWA
 NF0788  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0788
 NF0788                         *CURRENT SURVEY CONTROL
 NF0788  ___________________________________________________________________
 NF0788* NAD 83(1986)-  42 48 42.     (N)    085 56 13.     (W)     SCALED    
 NF0788* NAVD 88     -       213.943  (meters)     701.91   (feet)  ADJUSTED  
 NF0788  ___________________________________________________________________
 NF0788  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0788  DYNAMIC HT  -         213.889 (meters)     701.73  (feet)  COMP
 NF0788  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 NF0788
 NF0788  VERT ORDER  -  SECOND    CLASS 0
 NF0788
 NF0788.The horizontal coordinates were scaled from a topographic map and have
 NF0788.an estimated accuracy of +/- 6 seconds.
 NF0788
 NF0788.The orthometric height was determined by differential leveling
 NF0788.and adjusted by the National Geodetic Survey in June 1991..
 NF0788
 NF0788.The geoid height was determined by GEOID03.
 NF0788
 NF0788.The dynamic height is computed by dividing the NAVD 88
 NF0788.geopotential number by the normal gravity value computed on the
 NF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0788.degrees latitude (g = 980.6199 gals.).
 NF0788
 NF0788.The modeled gravity was interpolated from observed gravity values.
 NF0788
 NF0788;                    North         East    Units  Estimated Accuracy
 NF0788;SPC MI S     -   146,890.    3,871,590.      MT  (+/- 180 meters Scaled)
 NF0788
 NF0788                          SUPERSEDED SURVEY CONTROL
 NF0788
 NF0788  NGVD 29 (??/??/92)  214.081  (m)          702.36   (f) ADJ UNCH    2 0
 NF0788
 NF0788.Superseded values are not recommended for survey control.
 NF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0788.See file dsdata.txt to determine how the superseded data were derived.
 NF0788
 NF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN869404(NAD 83)
 NF0788_MARKER: DD = SURVEY DISK
 NF0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0788_STAMPING: 20-N 1
 NF0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0788+STABILITY: SURFACE MOTION
 NF0788
 NF0788  HISTORY     - Date     Condition        Report By
 NF0788  HISTORY     - UNK      MONUMENTED       MIGS
 NF0788  HISTORY     - 1948     GOOD             NGS
 NF0788  HISTORY     - 1984     GOOD             USPSQD
 NF0788  HISTORY     - 1987     GOOD             USPSQD
 NF0788  HISTORY     - 1990     GOOD             USPSQD
 NF0788  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0788
 NF0788                          STATION DESCRIPTION
 NF0788
 NF0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0788'IN VREISLAND.
 NF0788'IN VREISLAND, ABOUT 0.1 MILE EAST OF THE CROSS ROAD, 0.2 MILE
 NF0788'EAST OF THE SCHOOL, 202 FEET EAST OF THE EAST END OF A 12-INCH
 NF0788'PIPE CULVERT UNDER A DRIVE WAY LEADING SOUTH, 147 FEET EAST OF
 NF0788'THE EXTENDED CENTER LINE OF A BARN ON THE SOUTH SIDE OF THE ROAD,
 NF0788'99 FEET EAST OF A CONCRETE POST MARKING THE END OF A FEDERAL
 NF0788'AID HIGHWAY PROJECT, 57 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 NF0788'A TELEPHONE POLE, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NF0788'18 FEET EAST-NORTHEAST OF THE SIXTH POWER POLE EAST OF THE CROSS
 NF0788'ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0788'1 FOOT BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE
 NF0788'POST ABOUT 1 INCH UNDER GROUND.
 NF0788
 NF0788                          STATION RECOVERY (1984)
 NF0788
 NF0788'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0788'MARK FOUND 99 FEET EAST OF CONCRETE POST MARKING END OF FED. AID
 NF0788'HIGHWAY PROJECT, AND APPROXIMATELY 22 FEET SOUTH OF CENTERLINE OF
 NF0788'ROAD. BURIED 3 INCHES UNDER GROUND.
 NF0788
 NF0788                          STATION RECOVERY (1987)
 NF0788
 NF0788'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0788'RECOVERED IN GOOD CONDITION.
 NF0788
 NF0788                          STATION RECOVERY (1990)
 NF0788
 NF0788'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0788'RECOVERED IN GOOD CONDITION.
 NF0788
 NF0788                          STATION RECOVERY (2004)
 NF0788
 NF0788'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0788'MONUMENT NOT FOUND. SANITARY SEWER LINE RUNS EAST + WEST 7' +/- SOUTH
 NF0788'OF THE DESCRIBED LOCATION IN THE NGS DATASHEET.  SANITARY SEWER LINE
 NF0788'IS 12'DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0789 ***********************************************************************
 NF0789  DESIGNATION -  20 O 1
 NF0789  PID         -  NF0789
 NF0789  STATE/COUNTY-  MI/OTTAWA
 NF0789  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0789
 NF0789                         *CURRENT SURVEY CONTROL
 NF0789  ___________________________________________________________________
 NF0789* NAD 83(1986)-  42 48 45.     (N)    085 57 38.     (W)     SCALED    
 NF0789* NAVD 88     -       198.902  (meters)     652.56   (feet)  ADJUSTED  
 NF0789  ___________________________________________________________________
 NF0789  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0789  DYNAMIC HT  -         198.853 (meters)     652.40  (feet)  COMP
 NF0789  MODELED GRAV-     980,367.2   (mgal)                       NAVD 88
 NF0789
 NF0789  VERT ORDER  -  SECOND    CLASS 0
 NF0789
 NF0789.The horizontal coordinates were scaled from a topographic map and have
 NF0789.an estimated accuracy of +/- 6 seconds.
 NF0789
 NF0789.The orthometric height was determined by differential leveling
 NF0789.and adjusted by the National Geodetic Survey in June 1991..
 NF0789
 NF0789.The geoid height was determined by GEOID03.
 NF0789
 NF0789.The dynamic height is computed by dividing the NAVD 88
 NF0789.geopotential number by the normal gravity value computed on the
 NF0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0789.degrees latitude (g = 980.6199 gals.).
 NF0789
 NF0789.The modeled gravity was interpolated from observed gravity values.
 NF0789
 NF0789;                    North         East    Units  Estimated Accuracy
 NF0789;SPC MI S     -   147,020.    3,869,660.      MT  (+/- 180 meters Scaled)
 NF0789
 NF0789                          SUPERSEDED SURVEY CONTROL
 NF0789
 NF0789  NGVD 29 (??/??/92)  199.044  (m)          653.03   (f) ADJ UNCH    2 0
 NF0789
 NF0789.Superseded values are not recommended for survey control.
 NF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0789.See file dsdata.txt to determine how the superseded data were derived.
 NF0789
 NF0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN849405(NAD 83)
 NF0789_MARKER: DD = SURVEY DISK
 NF0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0789_STAMPING: 20-O 1
 NF0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0789+STABILITY: SURFACE MOTION
 NF0789
 NF0789  HISTORY     - Date     Condition        Report By
 NF0789  HISTORY     - UNK      MONUMENTED       MIGS
 NF0789  HISTORY     - 1948     GOOD             NGS
 NF0789  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0789  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0789  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0789  HISTORY     - 20041001 POOR             INDIV
 NF0789
 NF0789                          STATION DESCRIPTION
 NF0789
 NF0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0789'1 MI W FROM VREISLAND.
 NF0789'ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 452 FROM THE CROSS ROAD
 NF0789'AT VREISLAND, 2.8 MILES EAST ALONG ROAD 452 FROM THE POST OFFICE
 NF0789'IN ZEELAND, 81 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW
 NF0789'BUNGALOW (HOUSE NO. 7213), 171 FEET WEST OF THE CENTER LINE OF A
 NF0789'ROAD NORTH, 104 FEET WEST OF A 10-INCH ELM TREE, 59 FEET NORTH
 NF0789'AND ACROSS THE ROAD FROM A POWER POLE WITH TRANSFORMER, 46 FEET
 NF0789'WEST OF TELEPHONE CABLE POLE NO. 479, 22 FEET NORTH OF THE
 NF0789'CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NF0789'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD AND IN THE TOP
 NF0789'OF A CONCRETE POST ABOUT 1 INCH UNDER GROUND.
 NF0789
 NF0789                          STATION RECOVERY (1975)
 NF0789
 NF0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0789'MARK NOT FOUND.
 NF0789
 NF0789                          STATION RECOVERY (1984)
 NF0789
 NF0789'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0789'MARK NOT FOUND.
 NF0789
 NF0789                          STATION RECOVERY (2004)
 NF0789
 NF0789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0789'MARK NOT FOUND.
 NF0789
 NF0789                          STATION RECOVERY (2004)
 NF0789
 NF0789'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0789'RECOVERED AS DESCRIBEDDESIGANITION 20-O-1
 NF0789'SE 1/4 OF SECTION 16 T5N R14W, OTTAWA COUNTY, MICHIGAN, BYRON RD AND
 NF0789'72ND AVE. 171'WEST AND 22' NORTH OF CENTERLINE INTERSECTION, 81' SW OF
 NF0789'SW CORNER OF HSE 7213 AND 9 FEET N OF EDGE OF BIT ROAD,STANDARD DISK
 NF0789'2' BELOW RD IN GRAVEL,CREW WAS NOT ABLE TO READ MARKINGS ON THE DISK,
 NF0789'WE SET A SURVEY MARKER 2' NORTH OF THE DISK. WE CALLED THE CONDITION
 NF0789'POOR BECAUSE OF NOT BEING ABLE TO READ THE STAMPINGS ON THE DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0752 ***********************************************************************
 NF0752  DESIGNATION -  20 P
 NF0752  PID         -  NF0752
 NF0752  STATE/COUNTY-  MI/KENT
 NF0752  USGS QUAD   -  CUTLERVILLE (1982)
 NF0752
 NF0752                         *CURRENT SURVEY CONTROL
 NF0752  ___________________________________________________________________
 NF0752* NAD 83(1986)-  42 50 26.     (N)    085 38 40.     (W)     SCALED    
 NF0752* NAVD 88     -       213.315  (meters)     699.85   (feet)  ADJUSTED  
 NF0752  ___________________________________________________________________
 NF0752  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0752  DYNAMIC HT  -         213.258 (meters)     699.66  (feet)  COMP
 NF0752  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 NF0752
 NF0752  VERT ORDER  -  SECOND    CLASS 0
 NF0752
 NF0752.The horizontal coordinates were scaled from a topographic map and have
 NF0752.an estimated accuracy of +/- 6 seconds.
 NF0752
 NF0752.The orthometric height was determined by differential leveling
 NF0752.and adjusted by the National Geodetic Survey in June 1991..
 NF0752
 NF0752.The geoid height was determined by GEOID03.
 NF0752
 NF0752.The dynamic height is computed by dividing the NAVD 88
 NF0752.geopotential number by the normal gravity value computed on the
 NF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0752.degrees latitude (g = 980.6199 gals.).
 NF0752
 NF0752.The modeled gravity was interpolated from observed gravity values.
 NF0752
 NF0752;                    North         East    Units  Estimated Accuracy
 NF0752;SPC MI S     -   149,700.    3,895,550.      MT  (+/- 180 meters Scaled)
 NF0752
 NF0752                          SUPERSEDED SURVEY CONTROL
 NF0752
 NF0752  NGVD 29 (??/??/92)  213.452  (m)          700.30   (f) ADJ UNCH    2 0
 NF0752
 NF0752.Superseded values are not recommended for survey control.
 NF0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0752.See file dsdata.txt to determine how the superseded data were derived.
 NF0752
 NF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107440(NAD 83)
 NF0752_MARKER: DD = SURVEY DISK
 NF0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0752+STABILITY: SURFACE MOTION
 NF0752
 NF0752  HISTORY     - Date     Condition        Report By
 NF0752  HISTORY     - UNK      MONUMENTED       MIGS
 NF0752  HISTORY     - 1941     GOOD             NGS
 NF0752  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0752
 NF0752                          STATION DESCRIPTION
 NF0752
 NF0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0752'3 MI W FROM DUTTON.
 NF0752'3.0 MILES WEST ALONG A ROAD FROM DUTTON, KENT COUNTY, IN GAINES
 NF0752'TOWNSHIP, AT THE NORTHWEST CORNER OF SEC. 8, T 5 N, R 11 W, AT
 NF0752'THE SOUTHEAST CORNER OF A ROAD INTERSECTION, AT A CHURCH, 30
 NF0752'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER, 43 FEET SOUTH OF
 NF0752'A POLE, AND 17 FEET EAST OF AN 8-INCH HICKORY TREE.  A STATE
 NF0752'SURVEY STANDARD DISK, STAMPED 20 P AND SET IN THE TOP OF A
 NF0752'CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NF0752
 NF0752                          STATION RECOVERY (1983)
 NF0752
 NF0752'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0790 ***********************************************************************
 NF0790  DESIGNATION -  20 P 1
 NF0790  PID         -  NF0790
 NF0790  STATE/COUNTY-  MI/OTTAWA
 NF0790  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0790
 NF0790                         *CURRENT SURVEY CONTROL
 NF0790  ___________________________________________________________________
 NF0790* NAD 83(1986)-  42 48 44.     (N)    085 59 08.     (W)     SCALED    
 NF0790* NAVD 88     -       205.765  (meters)     675.08   (feet)  ADJUSTED  
 NF0790  ___________________________________________________________________
 NF0790  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF0790  DYNAMIC HT  -         205.714 (meters)     674.91  (feet)  COMP
 NF0790  MODELED GRAV-     980,367.6   (mgal)                       NAVD 88
 NF0790
 NF0790  VERT ORDER  -  SECOND    CLASS 0
 NF0790
 NF0790.The horizontal coordinates were scaled from a topographic map and have
 NF0790.an estimated accuracy of +/- 6 seconds.
 NF0790
 NF0790.The orthometric height was determined by differential leveling
 NF0790.and adjusted by the National Geodetic Survey in June 1991..
 NF0790
 NF0790.The geoid height was determined by GEOID03.
 NF0790
 NF0790.The dynamic height is computed by dividing the NAVD 88
 NF0790.geopotential number by the normal gravity value computed on the
 NF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0790.degrees latitude (g = 980.6199 gals.).
 NF0790
 NF0790.The modeled gravity was interpolated from observed gravity values.
 NF0790
 NF0790;                    North         East    Units  Estimated Accuracy
 NF0790;SPC MI S     -   147,030.    3,867,610.      MT  (+/- 180 meters Scaled)
 NF0790
 NF0790                          SUPERSEDED SURVEY CONTROL
 NF0790
 NF0790  NGVD 29 (??/??/92)  205.908  (m)          675.55   (f) ADJ UNCH    2 0
 NF0790
 NF0790.Superseded values are not recommended for survey control.
 NF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0790.See file dsdata.txt to determine how the superseded data were derived.
 NF0790
 NF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN829404(NAD 83)
 NF0790_MARKER: DD = SURVEY DISK
 NF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0790_STAMPING: 20 P 1
 NF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0790+STABILITY: SURFACE MOTION
 NF0790
 NF0790  HISTORY     - Date     Condition        Report By
 NF0790  HISTORY     - UNK      MONUMENTED       MIGS
 NF0790  HISTORY     - 1934     GOOD             NGS
 NF0790  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0790  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0790
 NF0790                          STATION DESCRIPTION
 NF0790
 NF0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0790'2.2 MI E FROM ZEELAND.
 NF0790'2.2 MILES EAST ALONG COUNTY ROAD 452 FROM THE POST OFFICE AT
 NF0790'ZEELAND, OTTAWA COUNTY, IN ZEELAND TOWNSHIP, IN THE NORTHEAST
 NF0790'QUARTER OF SEC. 20, T 5 N, R 14 W, 0.2 MILE WEST OF THE EAST
 NF0790'LINE OF THE SECTION, 61.5 FEET NORTHEAST OF A FENCE CORNER, 55.5
 NF0790'FEET EAST OF A POWER-TRANSMISSION LINE POLE, 35 FEET EAST OF A
 NF0790'NORTH-AND-SOUTH FENCE LINE, 27.8 FEET SOUTH OF THE CENTERLINE
 NF0790'OF THE ROAD, AND 6 INCHES UNDER GROUND.  A STATE SURVEY STANDARD
 NF0790'DISK, STAMPED 20 P 1 AND SET IN THE TOP OF A CONCRETE POST.
 NF0790
 NF0790                          STATION RECOVERY (1975)
 NF0790
 NF0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0790'MARK NOT FOUND.
 NF0790
 NF0790                          STATION RECOVERY (1987)
 NF0790
 NF0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0790'MARK NOT FOUND.
 NF0790
 NF0790                          STATION RECOVERY (2005)
 NF0790
 NF0790'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0753 ***********************************************************************
 NF0753  DESIGNATION -  20 Q
 NF0753  PID         -  NF0753
 NF0753  STATE/COUNTY-  MI/KENT
 NF0753  USGS QUAD   -  CUTLERVILLE (1982)
 NF0753
 NF0753                         *CURRENT SURVEY CONTROL
 NF0753  ___________________________________________________________________
 NF0753* NAD 83(1986)-  42 50 01.     (N)    085 38 40.     (W)     SCALED    
 NF0753* NAVD 88     -       221.514  (meters)     726.75   (feet)  ADJUSTED  
 NF0753  ___________________________________________________________________
 NF0753  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0753  DYNAMIC HT  -         221.454 (meters)     726.55  (feet)  COMP
 NF0753  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 NF0753
 NF0753  VERT ORDER  -  SECOND    CLASS 0
 NF0753
 NF0753.The horizontal coordinates were scaled from a topographic map and have
 NF0753.an estimated accuracy of +/- 6 seconds.
 NF0753
 NF0753.The orthometric height was determined by differential leveling
 NF0753.and adjusted by the National Geodetic Survey in June 1991..
 NF0753
 NF0753.The geoid height was determined by GEOID03.
 NF0753
 NF0753.The dynamic height is computed by dividing the NAVD 88
 NF0753.geopotential number by the normal gravity value computed on the
 NF0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0753.degrees latitude (g = 980.6199 gals.).
 NF0753
 NF0753.The modeled gravity was interpolated from observed gravity values.
 NF0753
 NF0753;                    North         East    Units  Estimated Accuracy
 NF0753;SPC MI S     -   148,930.    3,895,540.      MT  (+/- 180 meters Scaled)
 NF0753
 NF0753                          SUPERSEDED SURVEY CONTROL
 NF0753
 NF0753  NGVD 29 (??/??/92)  221.649  (m)          727.19   (f) ADJ UNCH    2 0
 NF0753
 NF0753.Superseded values are not recommended for survey control.
 NF0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0753.See file dsdata.txt to determine how the superseded data were derived.
 NF0753
 NF0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN107432(NAD 83)
 NF0753_MARKER: DD = SURVEY DISK
 NF0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0753_STAMPING: 20 Q
 NF0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0753+STABILITY: SURFACE MOTION
 NF0753
 NF0753  HISTORY     - Date     Condition        Report By
 NF0753  HISTORY     - UNK      MONUMENTED       MIGS
 NF0753  HISTORY     - 1941     GOOD             NGS
 NF0753  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0753
 NF0753                          STATION DESCRIPTION
 NF0753
 NF0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0753'3.5 MI WSW FROM DUTTON.
 NF0753'3.5 MILES WEST-SOUTHWEST ALONG A ROAD FROM DUTTON, KENT COUNTY,
 NF0753'IN GAINES TOWNSHIP, AT THE SOUTHEAST CORNER OF THE NORTHEAST
 NF0753'QUARTER OF SEC. 7, T 5 N, R 11 W, 69 FEET NORTHWEST OF A POLE,
 NF0753'18 FEET NORTH OF THE CENTERLINE OF A DIRT COUNTRY ROAD, AND
 NF0753'7 FEET EAST OF AN 8-INCH PLUM TREE.  A STATE SURVEY STANDARD
 NF0753'DISK, STAMPED 20 Q AND SET IN THE TOP OF A CONCRETE POST
 NF0753'PROJECTING 3 INCHES ABOVE GROUND.
 NF0753
 NF0753                          STATION RECOVERY (1983)
 NF0753
 NF0753'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0791 ***********************************************************************
 NF0791  DESIGNATION -  20 Q 1
 NF0791  PID         -  NF0791
 NF0791  STATE/COUNTY-  MI/OTTAWA
 NF0791  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0791
 NF0791                         *CURRENT SURVEY CONTROL
 NF0791  ___________________________________________________________________
 NF0791* NAD 83(1986)-  42 49 03.     (N)    085 59 23.     (W)     SCALED    
 NF0791* NAVD 88     -       205.749  (meters)     675.03   (feet)  ADJUSTED  
 NF0791  ___________________________________________________________________
 NF0791  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0791  DYNAMIC HT  -         205.698 (meters)     674.86  (feet)  COMP
 NF0791  MODELED GRAV-     980,368.1   (mgal)                       NAVD 88
 NF0791
 NF0791  VERT ORDER  -  SECOND    CLASS 0
 NF0791
 NF0791.The horizontal coordinates were scaled from a topographic map and have
 NF0791.an estimated accuracy of +/- 6 seconds.
 NF0791
 NF0791.The orthometric height was determined by differential leveling
 NF0791.and adjusted by the National Geodetic Survey in June 1991..
 NF0791
 NF0791.The geoid height was determined by GEOID03.
 NF0791
 NF0791.The dynamic height is computed by dividing the NAVD 88
 NF0791.geopotential number by the normal gravity value computed on the
 NF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0791.degrees latitude (g = 980.6199 gals.).
 NF0791
 NF0791.The modeled gravity was interpolated from observed gravity values.
 NF0791
 NF0791;                    North         East    Units  Estimated Accuracy
 NF0791;SPC MI S     -   147,620.    3,867,280.      MT  (+/- 180 meters Scaled)
 NF0791
 NF0791                          SUPERSEDED SURVEY CONTROL
 NF0791
 NF0791  NGVD 29 (??/??/92)  205.892  (m)          675.50   (f) ADJ UNCH    2 0
 NF0791
 NF0791.Superseded values are not recommended for survey control.
 NF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0791.See file dsdata.txt to determine how the superseded data were derived.
 NF0791
 NF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN825410(NAD 83)
 NF0791_MARKER: DD = SURVEY DISK
 NF0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0791_STAMPING: 20 Q 1
 NF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0791+STABILITY: SURFACE MOTION
 NF0791
 NF0791  HISTORY     - Date     Condition        Report By
 NF0791  HISTORY     - UNK      MONUMENTED       MIGS
 NF0791  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0791  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0791  HISTORY     - 19970731 MARK NOT FOUND   USPSQD
 NF0791  HISTORY     - 20041206 MARK NOT FOUND   INDIV
 NF0791
 NF0791                          STATION DESCRIPTION
 NF0791
 NF0791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0791'1.6 MI NE FROM ZEELAND.
 NF0791'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM THE INTERSECTION
 NF0791'OF NORTH STATE STREET AT ZEELAND, OTTAWA COUNTY, IN ZEELAND
 NF0791'TOWNSHIP, IN THE SOUTHEAST QUARTER OF SEC. 17, T 5 N, R 14 W,
 NF0791'59 FEET SOUTHEAST OF A 24-INCH ELM TREE, 41 FEET EAST OF A
 NF0791'POLE, 31 FEET SOUTH OF THE ZWIER MAIL BOX, OPPOSITE THE DRIVEWAY
 NF0791'TO THE ZWIER FARMHOUSE, AND LEVEL WITH THE GROUND.  A STATE
 NF0791'SURVEY STANDARD DISK, STAMPED 20 Q 1 AND SET IN THE TOP OF A
 NF0791'CONCRETE POST.
 NF0791
 NF0791                          STATION RECOVERY (1975)
 NF0791
 NF0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0791'MARK NOT FOUND.
 NF0791
 NF0791                          STATION RECOVERY (1997)
 NF0791
 NF0791'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0791'MARK NOT FOUND.
 NF0791
 NF0791                          STATION RECOVERY (2004)
 NF0791
 NF0791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0754 ***********************************************************************
 NF0754  DESIGNATION -  20 R
 NF0754  PID         -  NF0754
 NF0754  STATE/COUNTY-  MI/KENT
 NF0754  USGS QUAD   -  CUTLERVILLE (1982)
 NF0754
 NF0754                         *CURRENT SURVEY CONTROL
 NF0754  ___________________________________________________________________
 NF0754* NAD 83(1986)-  42 49 30.     (N)    085 38 40.     (W)     SCALED    
 NF0754* NAVD 88     -       224.032  (meters)     735.01   (feet)  ADJUSTED  
 NF0754  ___________________________________________________________________
 NF0754  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0754  DYNAMIC HT  -         223.971 (meters)     734.81  (feet)  COMP
 NF0754  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NF0754
 NF0754  VERT ORDER  -  SECOND    CLASS 0
 NF0754
 NF0754.The horizontal coordinates were scaled from a topographic map and have
 NF0754.an estimated accuracy of +/- 6 seconds.
 NF0754
 NF0754.The orthometric height was determined by differential leveling
 NF0754.and adjusted by the National Geodetic Survey in June 1991..
 NF0754
 NF0754.The geoid height was determined by GEOID03.
 NF0754
 NF0754.The dynamic height is computed by dividing the NAVD 88
 NF0754.geopotential number by the normal gravity value computed on the
 NF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0754.degrees latitude (g = 980.6199 gals.).
 NF0754
 NF0754.The modeled gravity was interpolated from observed gravity values.
 NF0754
 NF0754;                    North         East    Units  Estimated Accuracy
 NF0754;SPC MI S     -   147,970.    3,895,530.      MT  (+/- 180 meters Scaled)
 NF0754
 NF0754                          SUPERSEDED SURVEY CONTROL
 NF0754
 NF0754  NGVD 29 (??/??/92)  224.168  (m)          735.46   (f) ADJ UNCH    2 0
 NF0754
 NF0754.Superseded values are not recommended for survey control.
 NF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0754.See file dsdata.txt to determine how the superseded data were derived.
 NF0754
 NF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN108422(NAD 83)
 NF0754_MARKER: DD = SURVEY DISK
 NF0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0754_SP_SET: CONCRETE POST
 NF0754_STAMPING: 20 R
 NF0754_MARK LOGO: MIGS  
 NF0754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0754+STABILITY: SURFACE MOTION
 NF0754
 NF0754  HISTORY     - Date     Condition        Report By
 NF0754  HISTORY     - UNK      MONUMENTED       MIGS
 NF0754  HISTORY     - 1934     GOOD             NGS
 NF0754  HISTORY     - 19921120 GOOD             LOCSUR
 NF0754  HISTORY     - 19950317 MARK NOT FOUND   LOCENG
 NF0754
 NF0754                          STATION DESCRIPTION
 NF0754
 NF0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0754'4 MI SW FROM DUTTON.
 NF0754'4.0 MILES SOUTHWEST ALONG A ROAD FROM DUTTON, KENT COUNTY, IN
 NF0754'GAINES TOWNSHIP AT THE NORTHWEST CORNER OF SEC. 17, T 5 N,
 NF0754'R 11 W, 42 FEET EAST OF A NORTH-AND-SOUTH ROAD, 30 FEET SOUTH OF
 NF0754'A POLE, 18 FEET EAST OF ANOTHER POLE, AND 1 FOOT UNDER GROUND.
 NF0754'A STATE SURVEY STANDARD DISK, STAMPED 20 R AND SET IN THE TOP OF
 NF0754'A CONCRETE POST.
 NF0754
 NF0754                          STATION RECOVERY (1992)
 NF0754
 NF0754'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 NF0754'3.25 MILES (5.23 KM) SOUTHWEST OF THE CROSSROADS (HANNA LAKE AND 68TH
 NF0754'STREET) IN DUTTON.  AT THE SOUTHEAST CORNER OF 76TH STREET AND
 NF0754'EASTERN AVENUE.  IN THE NORTHWEST CORNER OF SECTION 17, GAINES
 NF0754'TOWNSHIP, T-5-N, R-11-W, KENT COUNTY.  TO REACH FROM US 131 AND 76TH
 NF0754'STREET INTERCHANGE (EXIT NO 76) TRAVEL EAST 1.65 MILES (2.66 KM) TO
 NF0754'76TH STREET AND EASTERN AVENUE INTERSECTION, 51 FEET (15.5 M) SOUTH
 NF0754'OF CENTERLINE OF 76TH STREET (N.  LINE OF SECTION 17).  42 FEET (12.8
 NF0754'M) EAST OF CENTERLINE OF EASTERN AVENUE (W LINE OF SECTION 17).  DISK
 NF0754'IS SET IN AN 8-INCH DIAMETER CONCRETE BASE 0.7 FEET (21.3 CM) BELOW
 NF0754'GRADE.  0.6 FEET (18.3 CM) SOUTH OF 18-INCH X 1/2-INCH DIAMETER IRON
 NF0754'SET AT GRADE.  2 FEET (0.6 M) SOUTHEAST OF CARSONITE WITNESS POST.
 NF0754'DESCRIBED BY - CHRIS MARSHALL.
 NF0754
 NF0754                          STATION RECOVERY (1995)
 NF0754
 NF0754'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HH)
 NF0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0793 ***********************************************************************
 NF0793  DESIGNATION -  20 R 1
 NF0793  PID         -  NF0793
 NF0793  STATE/COUNTY-  MI/OTTAWA
 NF0793  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0793
 NF0793                         *CURRENT SURVEY CONTROL
 NF0793  ___________________________________________________________________
 NF0793* NAD 83(1986)-  42 50 00.     (N)    085 59 22.     (W)     SCALED    
 NF0793* NAVD 88     -       212.013  (meters)     695.58   (feet)  ADJUSTED  
 NF0793  ___________________________________________________________________
 NF0793  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0793  DYNAMIC HT  -         211.961 (meters)     695.41  (feet)  COMP
 NF0793  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 NF0793
 NF0793  VERT ORDER  -  SECOND    CLASS 0
 NF0793
 NF0793.The horizontal coordinates were scaled from a topographic map and have
 NF0793.an estimated accuracy of +/- 6 seconds.
 NF0793
 NF0793.The orthometric height was determined by differential leveling
 NF0793.and adjusted by the National Geodetic Survey in June 1991..
 NF0793
 NF0793.The geoid height was determined by GEOID03.
 NF0793
 NF0793.The dynamic height is computed by dividing the NAVD 88
 NF0793.geopotential number by the normal gravity value computed on the
 NF0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0793.degrees latitude (g = 980.6199 gals.).
 NF0793
 NF0793.The modeled gravity was interpolated from observed gravity values.
 NF0793
 NF0793;                    North         East    Units  Estimated Accuracy
 NF0793;SPC MI S     -   149,380.    3,867,340.      MT  (+/- 180 meters Scaled)
 NF0793
 NF0793                          SUPERSEDED SURVEY CONTROL
 NF0793
 NF0793  NGVD 29 (??/??/92)  212.157  (m)          696.05   (f) ADJ UNCH    2 0
 NF0793
 NF0793.Superseded values are not recommended for survey control.
 NF0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0793.See file dsdata.txt to determine how the superseded data were derived.
 NF0793
 NF0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN825428(NAD 83)
 NF0793_MARKER: DD = SURVEY DISK
 NF0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0793_STAMPING: 20-R 1
 NF0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0793+STABILITY: SURFACE MOTION
 NF0793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0793+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 NF0793
 NF0793  HISTORY     - Date     Condition        Report By
 NF0793  HISTORY     - UNK      MONUMENTED       MIGS
 NF0793  HISTORY     - 1948     GOOD             NGS
 NF0793  HISTORY     - 20010318 GOOD             USPSQD
 NF0793  HISTORY     - 20040401 GOOD             INDIV
 NF0793
 NF0793                          STATION DESCRIPTION
 NF0793
 NF0793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0793'2.4 MI NE FROM ZEELAND.
 NF0793'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 21 FROM ITS
 NF0793'INTERSECTION WITH N. STATE STREET IN ZEELAND, THENCE 0.8 MILE
 NF0793'NORTH ALONG A GRAVEL ROAD, 0.5 MILE NORTH OF AN EAST-WEST CROSS
 NF0793'ROAD, 208 FEET SOUTH OF AN EAST-WEST SECTION LINE FENCE, 142
 NF0793'FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER
 NF0793'OF A SMALL WHITE BUNGALOW, 128 FEET NORTH-NORTHWEST OF A POWER
 NF0793'POLE, 117 FEET NORTH OF THE EAST END OF AN 18-INCH PIPE CULVERT,
 NF0793'41 FEET SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE
 NF0793'NUMBER 4/55, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 NF0793'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT LOWER
 NF0793'THAN THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 NF0793'GROUND.
 NF0793
 NF0793                          STATION RECOVERY (2001)
 NF0793
 NF0793'RECOVERY NOTE BY US POWER SQUADRON 2001 (GB)
 NF0793'RECOVERED AS DESCRIBED.
 NF0793
 NF0793                          STATION RECOVERY (2004)
 NF0793
 NF0793'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0793'FOUND 1' BELOW GRADE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0755 ***********************************************************************
 NF0755  DESIGNATION -  20 S
 NF0755  PID         -  NF0755
 NF0755  STATE/COUNTY-  MI/KENT
 NF0755  USGS QUAD   -  CUTLERVILLE (1982)
 NF0755
 NF0755                         *CURRENT SURVEY CONTROL
 NF0755  ___________________________________________________________________
 NF0755* NAD 83(1986)-  42 49 10.     (N)    085 38 04.     (W)     SCALED    
 NF0755* NAVD 88     -       239.120  (meters)     784.51   (feet)  ADJUSTED  
 NF0755  ___________________________________________________________________
 NF0755  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0755  DYNAMIC HT  -         239.054 (meters)     784.30  (feet)  COMP
 NF0755  MODELED GRAV-     980,341.7   (mgal)                       NAVD 88
 NF0755
 NF0755  VERT ORDER  -  SECOND    CLASS 0
 NF0755
 NF0755.The horizontal coordinates were scaled from a topographic map and have
 NF0755.an estimated accuracy of +/- 6 seconds.
 NF0755
 NF0755.The orthometric height was determined by differential leveling
 NF0755.and adjusted by the National Geodetic Survey in June 1991..
 NF0755
 NF0755.The geoid height was determined by GEOID03.
 NF0755
 NF0755.The dynamic height is computed by dividing the NAVD 88
 NF0755.geopotential number by the normal gravity value computed on the
 NF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0755.degrees latitude (g = 980.6199 gals.).
 NF0755
 NF0755.The modeled gravity was interpolated from observed gravity values.
 NF0755
 NF0755;                    North         East    Units  Estimated Accuracy
 NF0755;SPC MI S     -   147,340.    3,896,340.      MT  (+/- 180 meters Scaled)
 NF0755
 NF0755                          SUPERSEDED SURVEY CONTROL
 NF0755
 NF0755  NGVD 29 (??/??/92)  239.254  (m)          784.95   (f) ADJ UNCH    2 0
 NF0755
 NF0755.Superseded values are not recommended for survey control.
 NF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0755.See file dsdata.txt to determine how the superseded data were derived.
 NF0755
 NF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN116416(NAD 83)
 NF0755_MARKER: DD = SURVEY DISK
 NF0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0755_SP_SET: SQUARE CONCRETE MONUMENT
 NF0755_STAMPING: 20 S
 NF0755_MARK LOGO: MIGS  
 NF0755_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0755+STABILITY: SURFACE MOTION
 NF0755
 NF0755  HISTORY     - Date     Condition        Report By
 NF0755  HISTORY     - UNK      MONUMENTED       MIGS
 NF0755  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0755  HISTORY     - 19921127 GOOD             LOCSUR
 NF0755
 NF0755                          STATION DESCRIPTION
 NF0755
 NF0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0755'3.5 MI SW FROM DUTTON.
 NF0755'3.5 MILES SOUTHWEST ALONG A ROAD FROM DUTTON, KENT COUNTY, IN
 NF0755'GAINES TOWNSHIP, NEAR THE CENTER OF SEC. 17, T 5 N, R 11 W,
 NF0755'49 FEET WEST OF THE NORTH-AND-SOUTH QUARTER-LINE, 3 FEET SOUTH
 NF0755'OF THE EAST-AND-WEST QUARTER-LINE, 60 FEET SOUTHWEST OF A POLE,
 NF0755'AND 15 INCHES UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NF0755'STAMPED 20 S AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A
 NF0755'NEW ROAD HAS BEEN BUILT.
 NF0755
 NF0755                          STATION RECOVERY (1992)
 NF0755
 NF0755'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 NF0755'STATION IS LOCATED 3.0 MILES (4.8 KM) SOUTH AND WEST OF THE CROSS
 NF0755'ROADS (HANNA LAKE AND 68TH STREET) IN DUTTON NEAR THE CENTER OF
 NF0755'SECTION 17, T-5-N, R-11-W, GAINES TOWNSHIP, KENT COUNTY.  TO REACH
 NF0755'FROM US 131 AND 76TH STREET INTERCHANGE (EXIT NO. 76) TRAVEL EAST
 NF0755'1.65 MILES (2.66 KM) TO 76TH STREET AND EASTERN AVENUE INTERSECTION.
 NF0755'TRAVEL SOUTH 0.50 MILES (0.80 KM) ON EASTERN AVENUE TO WEST 1/4
 NF0755'CORNER MONUMENT ON CENTERLINE OF EASTERN.  TRAVELING ON FOOT THE
 NF0755'STATION IS 2588.32 FEET (788.92 M) OF THE MONUMENT AT THE W 1/4OF
 NF0755'SECTION 17.  LAND OWNER (FARM TO SOUTH) MAY GRANT PERMISSION TO DRIVE
 NF0755'THIS LEG IF WEATHER PERMITS - CHECK IT OUT.  STATION IS NEAR THE
 NF0755'CENTER OF SECTION 17.  2588.32 FEET (788.92 M) EAST OF THE WEST 1/4
 NF0755'CORNER SECTION 17, 54.6 FEET (16.6 M) NORTH 65 DEGREES WEST FROM A
 NF0755'CARSONITE WITNESS POST, 59 FEET (18.0 M) NORTH 63 FEET (19.2 M) WEST
 NF0755'FROM AN 8 FEET (2.4 M) TWIN APPLE TREE, 169 FEET (51.5 M) NORTH 18
 NF0755'DEGREES WEST FROM A 10-INCH CHERRY TREE, 91.O FEET SOUTH 87 DEGREES
 NF0755'FROM A 10-INCH HICKORY, 103 FEET (31.4 M) SOUTH 84 DEGREES WEST FROM
 NF0755'AN 18-INCH ELM TREE, 80 FEET (24.4 M) SOUTH 39 DEGREES FROM A 6-INCH
 NF0755'CHERRY TREE WITH POISON IVEY, 10,000 FEET  NORTH 32 DEGREES 41
 NF0755'MINUTES EAST FROM A SQUARE COMMUNICATION TOWER.  18-INCH X 1/2-INCH
 NF0755'DIAMETER IRON BARS ALONG THE NORTH AND SOUTH SIDES OF CONCRETE POST.
 NF0755'(LEVEL WITH TOP OF POST),  IN A 0.6 FEET (18.3 CM) SQUARE
 NF0755'CONCRETE POST BURIED 1.05 FEET (0.32 M) BELOW FIELD GRADE.  ANGLE
 NF0755'TURNED AT W 1/4 CORNER OF SECTION 17 FROM THE SOUTHWEST CORNER TO
 NF0755'STATION 20 S - 90 DEGREES 00 MINUTES 05 SECONDS.  DESCRIBED BY CHRIS
 NF0755'MARSHALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0761 ***********************************************************************
 NF0761  DESIGNATION -  20 U
 NF0761  PID         -  NF0761
 NF0761  STATE/COUNTY-  MI/KENT
 NF0761  USGS QUAD   -  CUTLERVILLE (1982)
 NF0761
 NF0761                         *CURRENT SURVEY CONTROL
 NF0761  ___________________________________________________________________
 NF0761* NAD 83(1986)-  42 47 50.     (N)    085 39 58.     (W)     SCALED    
 NF0761* NAVD 88     -       269.648  (meters)     884.67   (feet)  ADJUSTED  
 NF0761  ___________________________________________________________________
 NF0761  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0761  DYNAMIC HT  -         269.575 (meters)     884.43  (feet)  COMP
 NF0761  MODELED GRAV-     980,342.8   (mgal)                       NAVD 88
 NF0761
 NF0761  VERT ORDER  -  SECOND    CLASS 0
 NF0761
 NF0761.The horizontal coordinates were scaled from a topographic map and have
 NF0761.an estimated accuracy of +/- 6 seconds.
 NF0761
 NF0761.The orthometric height was determined by differential leveling
 NF0761.and adjusted by the National Geodetic Survey in June 1991..
 NF0761
 NF0761.The geoid height was determined by GEOID03.
 NF0761
 NF0761.The dynamic height is computed by dividing the NAVD 88
 NF0761.geopotential number by the normal gravity value computed on the
 NF0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0761.degrees latitude (g = 980.6199 gals.).
 NF0761
 NF0761.The modeled gravity was interpolated from observed gravity values.
 NF0761
 NF0761;                    North         East    Units  Estimated Accuracy
 NF0761;SPC MI S     -   144,910.    3,893,710.      MT  (+/- 180 meters Scaled)
 NF0761
 NF0761                          SUPERSEDED SURVEY CONTROL
 NF0761
 NF0761  NGVD 29 (??/??/92)  269.785  (m)          885.12   (f) ADJ UNCH    2 0
 NF0761
 NF0761.Superseded values are not recommended for survey control.
 NF0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0761.See file dsdata.txt to determine how the superseded data were derived.
 NF0761
 NF0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN090391(NAD 83)
 NF0761_MARKER: DD = SURVEY DISK
 NF0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0761_STAMPING: 20 U
 NF0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0761+STABILITY: SURFACE MOTION
 NF0761
 NF0761  HISTORY     - Date     Condition        Report By
 NF0761  HISTORY     - UNK      MONUMENTED       MIGS
 NF0761  HISTORY     - 1934     GOOD             NGS
 NF0761  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0761
 NF0761                          STATION DESCRIPTION
 NF0761
 NF0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0761'1.2 MI NE FROM ROSS.
 NF0761'1.2 MILES NORTHEAST ALONG A ROAD FROM ROSS, KENT COUNTY, IN BYRON
 NF0761'TOWNSHIP, 0.1 MILE EAST OF U.S. HIGHWAY 131, NEAR THE SOUTHEAST
 NF0761'CORNER OF SEC. 24, T 5 N, R 12 W, 72 FEET NORTHEAST OF A CORNER
 NF0761'OF THE SOUTH ROAD FENCE, 70 FEET NORTHWEST OF A 12-INCH BEECH
 NF0761'TREE, 63.5 FEET EAST OF A GATEPOST, 22 FEET NORTH OF THE NORTH
 NF0761'FENCE LINE, AND 1.5 FEET UNDER GROUND.  A STATE SURVEY STANDARD
 NF0761'DISK, STAMPED 20 U AND SET IN THE TOP OF A CONCRETE POST.
 NF0761
 NF0761                          STATION RECOVERY (1965)
 NF0761
 NF0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0761'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0762 ***********************************************************************
 NF0762  DESIGNATION -  20 V
 NF0762  PID         -  NF0762
 NF0762  STATE/COUNTY-  MI/KENT
 NF0762  USGS QUAD   -  CUTLERVILLE (1982)
 NF0762
 NF0762                         *CURRENT SURVEY CONTROL
 NF0762  ___________________________________________________________________
 NF0762* NAD 83(1986)-  42 47 50.     (N)    085 40 22.     (W)     SCALED    
 NF0762* NAVD 88     -       249.105  (meters)     817.27   (feet)  ADJUSTED  
 NF0762  ___________________________________________________________________
 NF0762  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0762  DYNAMIC HT  -         249.037 (meters)     817.05  (feet)  COMP
 NF0762  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 NF0762
 NF0762  VERT ORDER  -  SECOND    CLASS 0
 NF0762
 NF0762.The horizontal coordinates were scaled from a topographic map and have
 NF0762.an estimated accuracy of +/- 6 seconds.
 NF0762
 NF0762.The orthometric height was determined by differential leveling
 NF0762.and adjusted by the National Geodetic Survey in June 1991..
 NF0762
 NF0762.The geoid height was determined by GEOID03.
 NF0762
 NF0762.The dynamic height is computed by dividing the NAVD 88
 NF0762.geopotential number by the normal gravity value computed on the
 NF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0762.degrees latitude (g = 980.6199 gals.).
 NF0762
 NF0762.The modeled gravity was interpolated from observed gravity values.
 NF0762
 NF0762;                    North         East    Units  Estimated Accuracy
 NF0762;SPC MI S     -   144,920.    3,893,160.      MT  (+/- 180 meters Scaled)
 NF0762
 NF0762                          SUPERSEDED SURVEY CONTROL
 NF0762
 NF0762  NGVD 29 (??/??/92)  249.243  (m)          817.72   (f) ADJ UNCH    2 0
 NF0762
 NF0762.Superseded values are not recommended for survey control.
 NF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0762.See file dsdata.txt to determine how the superseded data were derived.
 NF0762
 NF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN085391(NAD 83)
 NF0762_MARKER: DD = SURVEY DISK
 NF0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0762_STAMPING: 20 V
 NF0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0762+STABILITY: SURFACE MOTION
 NF0762
 NF0762  HISTORY     - Date     Condition        Report By
 NF0762  HISTORY     - UNK      MONUMENTED       MIGS
 NF0762  HISTORY     - 1941     GOOD             NGS
 NF0762  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0762
 NF0762                          STATION DESCRIPTION
 NF0762
 NF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0762'1.3 MI NW FROM ROSS.
 NF0762'1.3 MILES NORTHWEST ALONG A ROAD FROM ROSS, KENT COUNTY, IN
 NF0762'BYRON TOWNSHIP, 0.2 MILE WEST OF U.S. HIGHWAY 131, NEAR THE
 NF0762'NORTH QUARTER-POST OF SEC. 25, T 5 N, R 12 W, 26 FEET SOUTH OF A
 NF0762'ROAD ON THE NORTH LINE OF SECTION 25, 22 FEET EAST OF A 3-INCH
 NF0762'MAPLE TREE, AND 16 FEET NORTHWEST OF A 30-INCH MAPLE TREE.  A
 NF0762'STATE SURVEY STANDARD DISK, STAMPED 20 V AND SET IN THE TOP OF A
 NF0762'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NF0762
 NF0762                          STATION RECOVERY (1965)
 NF0762
 NF0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0763 ***********************************************************************
 NF0763  DESIGNATION -  20 W
 NF0763  PID         -  NF0763
 NF0763  STATE/COUNTY-  MI/KENT
 NF0763  USGS QUAD   -  CUTLERVILLE (1982)
 NF0763
 NF0763                         *CURRENT SURVEY CONTROL
 NF0763  ___________________________________________________________________
 NF0763* NAD 83(1986)-  42 47 50.     (N)    085 41 17.     (W)     SCALED    
 NF0763* NAVD 88     -       226.914  (meters)     744.47   (feet)  ADJUSTED  
 NF0763  ___________________________________________________________________
 NF0763  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0763  DYNAMIC HT  -         226.852 (meters)     744.26  (feet)  COMP
 NF0763  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NF0763
 NF0763  VERT ORDER  -  SECOND    CLASS 0
 NF0763
 NF0763.The horizontal coordinates were scaled from a topographic map and have
 NF0763.an estimated accuracy of +/- 6 seconds.
 NF0763
 NF0763.The orthometric height was determined by differential leveling
 NF0763.and adjusted by the National Geodetic Survey in June 1991..
 NF0763
 NF0763.The geoid height was determined by GEOID03.
 NF0763
 NF0763.The dynamic height is computed by dividing the NAVD 88
 NF0763.geopotential number by the normal gravity value computed on the
 NF0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0763.degrees latitude (g = 980.6199 gals.).
 NF0763
 NF0763.The modeled gravity was interpolated from observed gravity values.
 NF0763
 NF0763;                    North         East    Units  Estimated Accuracy
 NF0763;SPC MI S     -   144,940.    3,891,910.      MT  (+/- 180 meters Scaled)
 NF0763
 NF0763                          SUPERSEDED SURVEY CONTROL
 NF0763
 NF0763  NGVD 29 (??/??/92)  227.053  (m)          744.92   (f) ADJ UNCH    2 0
 NF0763
 NF0763.Superseded values are not recommended for survey control.
 NF0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0763.See file dsdata.txt to determine how the superseded data were derived.
 NF0763
 NF0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN072391(NAD 83)
 NF0763_MARKER: DD = SURVEY DISK
 NF0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0763_STAMPING: 20 W
 NF0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0763+STABILITY: SURFACE MOTION
 NF0763
 NF0763  HISTORY     - Date     Condition        Report By
 NF0763  HISTORY     - UNK      MONUMENTED       MIGS
 NF0763  HISTORY     - 1934     GOOD             NGS
 NF0763  HISTORY     - 19901108 MARK NOT FOUND   LOCSUR
 NF0763
 NF0763                          STATION DESCRIPTION
 NF0763
 NF0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0763'2.2 MI NW FROM ROSS.
 NF0763'2.2 MILES NORTHWEST ALONG A ROAD FROM ROSS, KENT COUNTY, IN BYRON
 NF0763'TOWNSHIP, 1.0 MILE WEST OF U.S. HIGHWAY 131, AT THE SOUTHEAST
 NF0763'CORNER OF THE SOUTHEAST QUARTER OF SEC. 23, T 5 N, R 12 W, 200
 NF0763'FEET NORTHEAST OF THE HOME OF J. MARTIN JR. IN 1934, 90 FEET
 NF0763'NORTH OF THE CENTERLINE OF A GRAVEL COUNTY ROAD, 65 FEET NORTH
 NF0763'OF THE END OF A FENCE, 30 FEET EAST OF THE CENTERLINE OF A GRAVEL
 NF0763'ROAD LEADING TO A GRAVEL PIT, 10 FEET HIGHER THAN THE ROAD, AND
 NF0763'1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 W
 NF0763'AND SET IN THE TOP OF A CONCRETE POST.
 NF0763
 NF0763                          STATION RECOVERY (1990)
 NF0763
 NF0763'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990
 NF0763'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0681 ***********************************************************************
 NF0681  DESIGNATION -  20 X
 NF0681  PID         -  NF0681
 NF0681  STATE/COUNTY-  MI/KENT
 NF0681  USGS QUAD   -  CUTLERVILLE (1982)
 NF0681
 NF0681                         *CURRENT SURVEY CONTROL
 NF0681  ___________________________________________________________________
 NF0681* NAD 83(1986)-  42 47 51.     (N)    085 42 04.     (W)     SCALED    
 NF0681* NAVD 88     -       211.845  (meters)     695.03   (feet)  ADJUSTED  
 NF0681  ___________________________________________________________________
 NF0681  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF0681  DYNAMIC HT  -         211.788 (meters)     694.84  (feet)  COMP
 NF0681  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 NF0681
 NF0681  VERT ORDER  -  SECOND    CLASS 0
 NF0681
 NF0681.The horizontal coordinates were scaled from a topographic map and have
 NF0681.an estimated accuracy of +/- 6 seconds.
 NF0681
 NF0681.The orthometric height was determined by differential leveling
 NF0681.and adjusted by the National Geodetic Survey in June 1991..
 NF0681
 NF0681.The geoid height was determined by GEOID03.
 NF0681
 NF0681.The dynamic height is computed by dividing the NAVD 88
 NF0681.geopotential number by the normal gravity value computed on the
 NF0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0681.degrees latitude (g = 980.6199 gals.).
 NF0681
 NF0681.The modeled gravity was interpolated from observed gravity values.
 NF0681
 NF0681;                    North         East    Units  Estimated Accuracy
 NF0681;SPC MI S     -   144,990.    3,890,850.      MT  (+/- 180 meters Scaled)
 NF0681
 NF0681                          SUPERSEDED SURVEY CONTROL
 NF0681
 NF0681  NGVD 29 (??/??/92)  211.985  (m)          695.49   (f) ADJ UNCH    2 0
 NF0681
 NF0681.Superseded values are not recommended for survey control.
 NF0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0681.See file dsdata.txt to determine how the superseded data were derived.
 NF0681
 NF0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN062391(NAD 83)
 NF0681_MARKER: DD = SURVEY DISK
 NF0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0681_SP_SET: CONCRETE POST
 NF0681_STAMPING: 20 X 1934
 NF0681_MARK LOGO: MIGS  
 NF0681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0681+STABILITY: SURFACE MOTION
 NF0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0681+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0681
 NF0681  HISTORY     - Date     Condition        Report By
 NF0681  HISTORY     - 1934     MONUMENTED       MIGS
 NF0681  HISTORY     - 1970     GOOD             NGS
 NF0681  HISTORY     - 1970     MARK NOT FOUND   NGS
 NF0681  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0681
 NF0681                          STATION DESCRIPTION
 NF0681
 NF0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NF0681'4.5 MI N FROM MOLINE.
 NF0681'IN KENT COUNTY, 4.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD
 NF0681'FROM THE STATION AT MOLINE, ALLEGAN COUNTY, AT A ROAD CROSSING,
 NF0681'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT THE CROSSING OF
 NF0681'A HIGH-TENSION POWER-TRNSMISSION LINE, IN LINE WITH THE ROW OF
 NF0681'POLES, 6 FEET EAST OF THE EAST RAIL, AND 6 INCHES LOWER THAN THE
 NF0681'TOP OF THE RAIL.  A STATE SURVEY STANDARD DISK, STAMPED 20 X 1934
 NF0681'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NF0681
 NF0681                          STATION RECOVERY (1970)
 NF0681
 NF0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0681'MARK NOT FOUND.
 NF0681
 NF0681                          STATION RECOVERY (1990)
 NF0681
 NF0681'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0765 ***********************************************************************
 NF0765  DESIGNATION -  20 Y
 NF0765  PID         -  NF0765
 NF0765  STATE/COUNTY-  MI/KENT
 NF0765  USGS QUAD   -  CUTLERVILLE (1982)
 NF0765
 NF0765                         *CURRENT SURVEY CONTROL
 NF0765  ___________________________________________________________________
 NF0765* NAD 83(1986)-  42 47 51.     (N)    085 43 21.     (W)     SCALED    
 NF0765* NAVD 88     -       220.987  (meters)     725.02   (feet)  ADJUSTED  
 NF0765  ___________________________________________________________________
 NF0765  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0765  DYNAMIC HT  -         220.928 (meters)     724.83  (feet)  COMP
 NF0765  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 NF0765
 NF0765  VERT ORDER  -  SECOND    CLASS 0
 NF0765
 NF0765.The horizontal coordinates were scaled from a topographic map and have
 NF0765.an estimated accuracy of +/- 6 seconds.
 NF0765
 NF0765.The orthometric height was determined by differential leveling
 NF0765.and adjusted by the National Geodetic Survey in June 1991..
 NF0765
 NF0765.The geoid height was determined by GEOID03.
 NF0765
 NF0765.The dynamic height is computed by dividing the NAVD 88
 NF0765.geopotential number by the normal gravity value computed on the
 NF0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0765.degrees latitude (g = 980.6199 gals.).
 NF0765
 NF0765.The modeled gravity was interpolated from observed gravity values.
 NF0765
 NF0765;                    North         East    Units  Estimated Accuracy
 NF0765;SPC MI S     -   145,020.    3,889,100.      MT  (+/- 180 meters Scaled)
 NF0765
 NF0765                          SUPERSEDED SURVEY CONTROL
 NF0765
 NF0765  NGVD 29 (??/??/92)  221.128  (m)          725.48   (f) ADJ UNCH    2 0
 NF0765
 NF0765.Superseded values are not recommended for survey control.
 NF0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0765.See file dsdata.txt to determine how the superseded data were derived.
 NF0765
 NF0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN044391(NAD 83)
 NF0765_MARKER: DD = SURVEY DISK
 NF0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0765_STAMPING: 20 Y
 NF0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0765+STABILITY: SURFACE MOTION
 NF0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0765+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0765
 NF0765  HISTORY     - Date     Condition        Report By
 NF0765  HISTORY     - UNK      MONUMENTED       MIGS
 NF0765  HISTORY     - 1934     GOOD             NGS
 NF0765  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0765  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0765
 NF0765                          STATION DESCRIPTION
 NF0765
 NF0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0765'1 MI S FROM BYRON CENTER.
 NF0765'1.0 MILE SOUTH ALONG A ROAD FROM BYRON CENTER, KENT COUNTY, IN
 NF0765'BYRON TOWNSHIP, AT THE NORTHWEST CORNER OF SEC. 27, T 5 N,
 NF0765'R 12 W, 0.1 MILE EAST OF THE WEST LINE OF SECTION 27, 78.4 FEET
 NF0765'SOUTHEAST OF A 30-INCH MAPLE TREE, 25.5 FEET SOUTH OF THE NORTH
 NF0765'FENCE LINE OF THE ROAD, 20.2 FEET NORTH OF A POLE, 10 FEET SOUTH
 NF0765'OF THE CENTERLINE OF A GRAVEL COUNTY ROAD, AND 1 FOOT UNDER
 NF0765'GROUND.  A STATE SURVEY STANDARD DISK, STAMPED 20 Y AND SET IN
 NF0765'THE TOP OF A CONCRETE POST.
 NF0765
 NF0765                          STATION RECOVERY (1965)
 NF0765
 NF0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0765'MARK NOT FOUND.
 NF0765
 NF0765                          STATION RECOVERY (1990)
 NF0765
 NF0765'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0766 ***********************************************************************
 NF0766  DESIGNATION -  20 Z
 NF0766  PID         -  NF0766
 NF0766  STATE/COUNTY-  MI/KENT
 NF0766  USGS QUAD   -  CUTLERVILLE (1982)
 NF0766
 NF0766                         *CURRENT SURVEY CONTROL
 NF0766  ___________________________________________________________________
 NF0766* NAD 83(1986)-  42 47 51.     (N)    085 44 22.     (W)     SCALED    
 NF0766* NAVD 88     -       232.784  (meters)     763.73   (feet)  ADJUSTED  
 NF0766  ___________________________________________________________________
 NF0766  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0766  DYNAMIC HT  -         232.722 (meters)     763.52  (feet)  COMP
 NF0766  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 NF0766
 NF0766  VERT ORDER  -  SECOND    CLASS 0
 NF0766
 NF0766.The horizontal coordinates were scaled from a topographic map and have
 NF0766.an estimated accuracy of +/- 6 seconds.
 NF0766
 NF0766.The orthometric height was determined by differential leveling
 NF0766.and adjusted by the National Geodetic Survey in June 1991..
 NF0766
 NF0766.The geoid height was determined by GEOID03.
 NF0766
 NF0766.The dynamic height is computed by dividing the NAVD 88
 NF0766.geopotential number by the normal gravity value computed on the
 NF0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0766.degrees latitude (g = 980.6199 gals.).
 NF0766
 NF0766.The modeled gravity was interpolated from observed gravity values.
 NF0766
 NF0766;                    North         East    Units  Estimated Accuracy
 NF0766;SPC MI S     -   145,040.    3,887,710.      MT  (+/- 180 meters Scaled)
 NF0766
 NF0766                          SUPERSEDED SURVEY CONTROL
 NF0766
 NF0766  NGVD 29 (??/??/92)  232.925  (m)          764.19   (f) ADJ UNCH    2 0
 NF0766
 NF0766.Superseded values are not recommended for survey control.
 NF0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0766.See file dsdata.txt to determine how the superseded data were derived.
 NF0766
 NF0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN030390(NAD 83)
 NF0766_MARKER: DD = SURVEY DISK
 NF0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0766_STAMPING: 20 Z
 NF0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0766+STABILITY: SURFACE MOTION
 NF0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0766+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF0766
 NF0766  HISTORY     - Date     Condition        Report By
 NF0766  HISTORY     - UNK      MONUMENTED       MIGS
 NF0766  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0766  HISTORY     - 19901108 MARK NOT FOUND   LOCENG
 NF0766
 NF0766                          STATION DESCRIPTION
 NF0766
 NF0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0766'1.8 MI SW FROM BYRON CENTER.
 NF0766'1.8 MILES SOUTHWEST ALONG A ROAD FROM BYRON CENTER, KENT COUNTY,
 NF0766'IN BYRON TOWNSHIP, NEAR THE SOUTH LINE OF SEC. 21, T 5 N, R 12 W,
 NF0766'0.8 MILE WEST OF THE NEW YORK CENTRAL RAILROAD, 32.4 FEET NORTH
 NF0766'OF A 20-INCH MAPLE TREE, IN LINE WITH THE FENCE SOUTH OF THE
 NF0766'ROAD, 37.3 FEET WEST OF A POLE, 14.5 FEET SOUTH OF A 24-INCH
 NF0766'MAPLE TREE, 10 FEET NORTH OF THE CENTERLINE OF A GRAVEL COUNTY
 NF0766'ROAD, AND 1 FOOT UNDER GROUND.  A STATE SURVEY STANDARD DISK,
 NF0766'STAMPED 20 Z AND SET IN THE TOP OF A CONCRETE POST.
 NF0766
 NF0766                          STATION RECOVERY (1990)
 NF0766
 NF0766'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 NF0766'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1285 ***********************************************************************
 RJ1285  DESIGNATION -  200 R C8W 202
 RJ1285  PID         -  RJ1285
 RJ1285  STATE/COUNTY-  MI/CHIPPEWA
 RJ1285  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ1285
 RJ1285                         *CURRENT SURVEY CONTROL
 RJ1285  ___________________________________________________________________
 RJ1285* NAD 83(1994)-  46 12 21.29610(N)    084 05 14.81435(W)     ADJUSTED  
 RJ1285* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1285  ___________________________________________________________________
 RJ1285  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 RJ1285  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ1285
 RJ1285  HORZ ORDER  -  SECOND
 RJ1285
 RJ1285.The horizontal coordinates were established by classical geodetic methods
 RJ1285.and adjusted by the National Geodetic Survey in February 1997..
 RJ1285
 RJ1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1285
 RJ1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1285
 RJ1285.The geoid height was determined by GEOID03.
 RJ1285
 RJ1285;                    North         East     Units Scale Factor Converg.
 RJ1285;SPC MI N     -   162,239.934 8,224,705.267   MT  0.99990379   +2 06 18.6
 RJ1285;SPC MI N     -   532,283.25 26,983,941.16   iFT  0.99990379   +2 06 18.6
 RJ1285;UTM  16      - 5,121,050.480   724,683.586   MT  1.00022062   +2 06 11.7
 RJ1285
 RJ1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1285!SPC MI N     -   0.99997779  x   0.99990379  =   0.99988158
 RJ1285!UTM  16      -   0.99997779  x   1.00022062  =   1.00019840
 RJ1285
 RJ1285                          SUPERSEDED SURVEY CONTROL
 RJ1285
 RJ1285  NAD 83(1986)-  46 12 21.28598(N)    084 05 14.81031(W) AD(       ) 2
 RJ1285  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1285
 RJ1285.Superseded values are not recommended for survey control.
 RJ1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1285.See file dsdata.txt to determine how the superseded data were derived.
 RJ1285
 RJ1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2468421050(NAD 83)
 RJ1285_MARKER: DS = TRIANGULATION STATION DISK
 RJ1285_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1285_SP_SET: SET IN ROCK OUTCROP
 RJ1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ1285+STABILITY: POSITION/ELEVATION WELL
 RJ1285
 RJ1285  HISTORY     - Date     Condition        Report By
 RJ1285  HISTORY     - 1988     MONUMENTED       USE
 RJ1285
 RJ1285                          STATION DESCRIPTION
 RJ1285
 RJ1285'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1285'THE STATION IS LOCATED ABOUT 37.2 KM (23.1 MI) SOUTHEAST OF SAULT STE
 RJ1285'MARIE,  39.6 KM (24.6 MI) EAST OF RUDYARD, 28.3 KM (17.6 MI)
 RJ1285'NORTH-NORTHWEST OF DETOUR VILLAGE ON TWO TREE ISLAND IN TRACT 37,
 RJ1285'SECTION 17, T44N-R3E.
 RJ1285'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 RJ1285'
 RJ1285'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1285'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1285'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS
 RJ1285'(500 FT)
 RJ1285'ON A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER
 RJ1285'FOR 40 MINUTES TO TWO TREE ISLAND WHERE THE STATION IS LOCATED.
 RJ1285'
 RJ1285'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---200---, AND
 RJ1285'EMBEDDED INTO ROCK.
 RJ1285'
 RJ1285'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0982 ***********************************************************************
 RJ0982  DESIGNATION -  200R USLS 1900
 RJ0982  PID         -  RJ0982
 RJ0982  STATE/COUNTY-  MI/CHIPPEWA
 RJ0982  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0982
 RJ0982                         *CURRENT SURVEY CONTROL
 RJ0982  ___________________________________________________________________
 RJ0982* NAD 83(1994)-  46 12 22.82853(N)    084 05 14.19249(W)     ADJUSTED  
 RJ0982* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0982  ___________________________________________________________________
 RJ0982  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 RJ0982  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ0982
 RJ0982  HORZ ORDER  -  THIRD
 RJ0982
 RJ0982.The horizontal coordinates were established by classical geodetic methods
 RJ0982.and adjusted by the National Geodetic Survey in February 1997..
 RJ0982
 RJ0982.The orthometric height was scaled from a topographic map.
 RJ0982
 RJ0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0982
 RJ0982.The geoid height was determined by GEOID03.
 RJ0982
 RJ0982;                    North         East     Units Scale Factor Converg.
 RJ0982;SPC MI N     -   162,287.704 8,224,716.850   MT  0.99990378   +2 06 19.0
 RJ0982;SPC MI N     -   532,439.97 26,983,979.17   iFT  0.99990378   +2 06 19.0
 RJ0982;SPC MI C     -   321,165.754 6,021,565.292   MT  1.00015670   +0 11 50.5
 RJ0982;SPC MI C     - 1,053,693.42 19,755,791.64   iFT  1.00015670   +0 11 50.5
 RJ0982;UTM  16      - 5,121,098.264   724,695.174   MT  1.00022068   +2 06 12.2
 RJ0982
 RJ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0982!SPC MI N     -   0.99997814  x   0.99990378  =   0.99988192
 RJ0982!SPC MI C     -   0.99997814  x   1.00015670  =   1.00013484
 RJ0982!UTM  16      -   0.99997814  x   1.00022068  =   1.00019881
 RJ0982
 RJ0982:                Primary Azimuth Mark                     Grid Az
 RJ0982:SPC MI N     -  YOUNG IBC 1944                           142 53 17.3
 RJ0982:SPC MI C     -  YOUNG IBC 1944                           144 47 45.8
 RJ0982:UTM  16      -  YOUNG IBC 1944                           142 53 24.1
 RJ0982
 RJ0982|---------------------------------------------------------------------|
 RJ0982| PID    Reference Object                     Distance      Geod. Az  |
 RJ0982|                                                           dddmmss.s |
 RJ0982| RJ0971 YOUNG IBC 1944                      APPROX. 2.1 KM 1445936.3 |
 RJ0982| RJ0983 REF MON 14                            6.973 METERS 23330     |
 RJ0982|---------------------------------------------------------------------|
 RJ0982
 RJ0982                          SUPERSEDED SURVEY CONTROL
 RJ0982
 RJ0982  NAD 83(1986)-  46 12 22.81079(N)    084 05 14.19448(W) AD(       ) 3
 RJ0982  NAD 27      -  46 12 22.75300(N)    084 05 14.10600(W) AD(       ) 3
 RJ0982
 RJ0982.Superseded values are not recommended for survey control.
 RJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0982.See file dsdata.txt to determine how the superseded data were derived.
 RJ0982
 RJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2469521098(NAD 83)
 RJ0982_MARKER: H = DRILL HOLE
 RJ0982_SETTING: 80 = SET IN A BOULDER
 RJ0982_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 RJ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0982+STABILITY: SURFACE MOTION
 RJ0982
 RJ0982  HISTORY     - Date     Condition        Report By
 RJ0982  HISTORY     - 1900     MONUMENTED       USLS
 RJ0982  HISTORY     - 1958     GOOD             IBC
 RJ0982
 RJ0982                          STATION DESCRIPTION
 RJ0982
 RJ0982'DESCRIBED BY US LAKE SURVEY 1900
 RJ0982'IT IS ON TWO TREE ISLAND IN EASTERN LAKE MUNUSCONG, ABOUT 1-1/2 MILES
 RJ0982'N OF RICHARDSON POINT ON ST JOSEPH ISLAND, AND 2-1/2 MILES S OF
 RJ0982'NEEBISH ISLAND.  IT IS 1/3 OF DISTANCE FROM N TO S ENDS OF THE
 RJ0982'ISLAND, 20 FEET TO E SHORE, 30 FEET TO W SHORE, 3 FEET ABOVE THE
 RJ0982'WATER, AND JUST S OF A HUGE BOULDER.  GREATEST GULL HATCHERY IN THIS
 RJ0982'WHOLE TERRITORY.
 RJ0982'
 RJ0982'STATION MARK IS A SHALLOW DRILL HOLE INSIDE A TRIANGLE CUT IN A
 RJ0982'SOLID ROCK FLUSH WITH THE GROUND.  A CAIRN IS BUILT OVER THE STATION
 RJ0982'AND A TRIPOD PAINTED WHITE IS OVER THE CAIRN.
 RJ0982
 RJ0982                          STATION RECOVERY (1958)
 RJ0982
 RJ0982'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0972 ***********************************************************************
 RJ0972  DESIGNATION -  201
 RJ0972  PID         -  RJ0972
 RJ0972  STATE/COUNTY-  MI/CHIPPEWA
 RJ0972  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0972
 RJ0972                         *CURRENT SURVEY CONTROL
 RJ0972  ___________________________________________________________________
 RJ0972* NAD 83(1994)-  46 09 26.46348(N)    084 05 09.37214(W)     ADJUSTED  
 RJ0972* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 RJ0972  ___________________________________________________________________
 RJ0972  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 RJ0972  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0972
 RJ0972  HORZ ORDER  -  THIRD
 RJ0972
 RJ0972.The horizontal coordinates were established by classical geodetic methods
 RJ0972.and adjusted by the National Geodetic Survey in February 1997..
 RJ0972
 RJ0972.The orthometric height was scaled from a topographic map.
 RJ0972
 RJ0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0972
 RJ0972.The geoid height was determined by GEOID03.
 RJ0972
 RJ0972;                    North         East     Units Scale Factor Converg.
 RJ0972;SPC MI N     -   156,850.189 8,225,020.225   MT  0.99990532   +2 06 22.5
 RJ0972;SPC MI N     -   514,600.36 26,984,974.49   iFT  0.99990532   +2 06 22.5
 RJ0972;SPC MI C     -   315,719.831 6,021,687.494   MT  1.00013807   +0 11 53.9
 RJ0972;SPC MI C     - 1,035,826.22 19,756,192.57   iFT  1.00013807   +0 11 53.9
 RJ0972;UTM  16      - 5,115,659.012   724,998.383   MT  1.00022236   +2 06 09.5
 RJ0972
 RJ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0972!SPC MI N     -   0.99997758  x   0.99990532  =   0.99988290
 RJ0972!SPC MI C     -   0.99997758  x   1.00013807  =   1.00011564
 RJ0972!UTM  16      -   0.99997758  x   1.00022236  =   1.00019993
 RJ0972
 RJ0972:                Primary Azimuth Mark                     Grid Az
 RJ0972:SPC MI N     -  203 USLS 1894                            120 01 38.8
 RJ0972:SPC MI C     -  203 USLS 1894                            121 56 07.4
 RJ0972:UTM  16      -  203 USLS 1894                            120 01 51.8
 RJ0972
 RJ0972|---------------------------------------------------------------------|
 RJ0972| PID    Reference Object                     Distance      Geod. Az  |
 RJ0972|                                                           dddmmss.s |
 RJ0972| RJ0969 203 USLS 1894                       APPROX. 2.3 KM 1220801.3 |
 RJ0972|---------------------------------------------------------------------|
 RJ0972
 RJ0972                          SUPERSEDED SURVEY CONTROL
 RJ0972
 RJ0972  NAD 83(1986)-  46 09 26.44686(N)    084 05 09.37135(W) AD(       ) 3
 RJ0972  NAD 27      -  46 09 26.38700(N)    084 05 09.28700(W) AD(       ) 3
 RJ0972
 RJ0972.Superseded values are not recommended for survey control.
 RJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0972.See file dsdata.txt to determine how the superseded data were derived.
 RJ0972
 RJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2499815659(NAD 83)
 RJ0972_MARKER: DD = SURVEY DISK
 RJ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0972_PROJECTION: FLUSH
 RJ0972_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0972+STABILITY: SURFACE MOTION
 RJ0972
 RJ0972  HISTORY     - Date     Condition        Report By
 RJ0972  HISTORY     - 1894     MONUMENTED       USLS
 RJ0972  HISTORY     - 1958     GOOD             IBC
 RJ0972  HISTORY     - 1988     GOOD             NOS
 RJ0972
 RJ0972                          STATION DESCRIPTION
 RJ0972
 RJ0972'DESCRIBED BY US LAKE SURVEY 1894
 RJ0972'ON THE NE POINT OF THE TWIN ISLAND IN LAKE MUNUSCONG, 3 MILES NW
 RJ0972'OF POINT AUX FRENES, 14 MILES NW OF DETROU, MIGHIGAN, AND 2 MILES
 RJ0972'SE OF ROCKY POINT.  IT IS AT ABOUT THE CENTER OF THE POINT, 50 FEET
 RJ0972'FROM THE WATER ON THE POINT, 30 FEET TO THE WATER ON EACH SIDE OF
 RJ0972'THE POINT, AND 2 FEET ABOVE THE WATER LEVEL.
 RJ0972'
 RJ0972'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RJ0972'U S L S BRONZE DISK WITH A CROSS AND---201---STAMPED ON IT IS SET
 RJ0972'IN A 6-INCH CONCRETE CYLINDER OVER THE STATION, THE TOP PROJECTING
 RJ0972'8 INCHES ABOVE GROUND IN A CAIRN.  A TRIPOD PAINTED WHITE IS OVER
 RJ0972'THE STATION.
 RJ0972'
 RJ0972'REFERENCE MARKS ARE CROSSES CUT IN ROCKS.  ONE IS 15.95 FEET NW OF
 RJ0972'THE STATION, IN A LARGE DARK-COLORED BOULDER NE FROM THE STATION
 RJ0972'TOWARD THE POINT, AND 10 FEET FROM THE WATER.
 RJ0972
 RJ0972                          STATION RECOVERY (1958)
 RJ0972
 RJ0972'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0972'RECOVERED IN GOOD CONDITION.
 RJ0972
 RJ0972                          STATION RECOVERY (1988)
 RJ0972
 RJ0972'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0972'THE STATION WAS RECOVERED AT THIS DATE. THE STATIONS GEODETIC POSITION
 RJ0972'WAS VERIFIED AT THIS TIME.
 RJ0972'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0972'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1253 ***********************************************************************
 RJ1253  DESIGNATION -  201 C8W 315
 RJ1253  PID         -  RJ1253
 RJ1253  STATE/COUNTY-  MI/CHIPPEWA
 RJ1253  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ1253
 RJ1253                         *CURRENT SURVEY CONTROL
 RJ1253  ___________________________________________________________________
 RJ1253* NAD 83(1994)-  46 09 26.46490(N)    084 05 09.36840(W)     ADJUSTED  
 RJ1253* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 RJ1253  ___________________________________________________________________
 RJ1253  X           -     456,021.895 (meters)                     COMP
 RJ1253  Y           -  -4,402,263.790 (meters)                     COMP
 RJ1253  Z           -   4,577,481.723 (meters)                     COMP
 RJ1253  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 RJ1253  ELLIP HEIGHT-         141.23  (meters)          (02/03/97) GPS OBS
 RJ1253  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ1253
 RJ1253  HORZ ORDER  -  FIRST
 RJ1253  ELLP ORDER  -  FOURTH    CLASS I
 RJ1253
 RJ1253.The horizontal coordinates were established by GPS observations
 RJ1253.and adjusted by the National Geodetic Survey in February 1997..
 RJ1253
 RJ1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1253
 RJ1253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1253
 RJ1253.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1253
 RJ1253.The ellipsoidal height was determined by GPS observations
 RJ1253.and is referenced to NAD 83.
 RJ1253
 RJ1253.The geoid height was determined by GEOID03.
 RJ1253
 RJ1253;                    North         East     Units Scale Factor Converg.
 RJ1253;SPC MI N     -   156,850.236 8,225,020.303   MT  0.99990532   +2 06 22.5
 RJ1253;SPC MI N     -   514,600.51 26,984,974.75   iFT  0.99990532   +2 06 22.5
 RJ1253;UTM  16      - 5,115,659.058   724,998.461   MT  1.00022236   +2 06 09.5
 RJ1253
 RJ1253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1253!SPC MI N     -   0.99997786  x   0.99990532  =   0.99988318
 RJ1253!UTM  16      -   0.99997786  x   1.00022236  =   1.00020022
 RJ1253
 RJ1253                          SUPERSEDED SURVEY CONTROL
 RJ1253
 RJ1253  NAD 83(1986)-  46 09 26.45601(N)    084 05 09.36434(W) AD(       ) 1
 RJ1253  NGVD 29 (05/22/90)  177.9    (m)          584.     (f) GPS OBS        
 RJ1253
 RJ1253.Superseded values are not recommended for survey control.
 RJ1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1253.See file dsdata.txt to determine how the superseded data were derived.
 RJ1253
 RJ1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2499815659(NAD 83)
 RJ1253_MARKER: DS = TRIANGULATION STATION DISK
 RJ1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1253+STABILITY: SURFACE MOTION
 RJ1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1253+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1253
 RJ1253  HISTORY     - Date     Condition        Report By
 RJ1253  HISTORY     - 1988     MONUMENTED       USE
 RJ1253
 RJ1253                          STATION DESCRIPTION
 RJ1253
 RJ1253'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1253'THE STATION IS LOCATED ABOUT 42.2 KM (26.2 MI) SOUTH-SOUTHEAST OF
 RJ1253'SAULT STE MARIE, 40.1 KM (24.9 MI) EAST-SOUTHEAST OF RUDYARD, 23.5 KM
 RJ1253'(14.6 MI) NORTHWEST OF DETOUR VILLAGE ON TWIN ISLAND, SEC 5,
 RJ1253'T43N-R3E.
 RJ1253'OWNERSHIP---VIRGINIA L. CURTIS, ET AL
 RJ1253'
 RJ1253'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1253'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE
 RJ1253'BEND IN THE ROAD TOWARD THE SOUTH,
 RJ1253'TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT) ON A
 RJ1253'GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER FOR
 RJ1253'5 MINUTES TO THE NORTHEAST SIDE OF TWIN ISLAND WHERE THE STATION IS
 RJ1253'LOCATED.
 RJ1253'
 RJ1253'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---201---, SET IN A
 RJ1253'CONCRETE CYLINDER BURIED IN GROUND AND IN GOOD SHAPE.
 RJ1253'
 RJ1253'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0697 ***********************************************************************
 NF0697  DESIGNATION -  203
 NF0697  PID         -  NF0697
 NF0697  STATE/COUNTY-  MI/ALLEGAN
 NF0697  USGS QUAD   -  MARTIN (1982)
 NF0697
 NF0697                         *CURRENT SURVEY CONTROL
 NF0697  ___________________________________________________________________
 NF0697* NAD 83(1986)-  42 32 02.     (N)    085 37 51.     (W)     SCALED    
 NF0697* NAVD 88     -       253.584  (meters)     831.97   (feet)  ADJUSTED  
 NF0697  ___________________________________________________________________
 NF0697  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF0697  DYNAMIC HT  -         253.512 (meters)     831.73  (feet)  COMP
 NF0697  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 NF0697
 NF0697  VERT ORDER  -  SECOND    CLASS 0
 NF0697
 NF0697.The horizontal coordinates were scaled from a topographic map and have
 NF0697.an estimated accuracy of +/- 6 seconds.
 NF0697
 NF0697.The orthometric height was determined by differential leveling
 NF0697.and adjusted by the National Geodetic Survey in June 1991..
 NF0697
 NF0697.The geoid height was determined by GEOID03.
 NF0697
 NF0697.The dynamic height is computed by dividing the NAVD 88
 NF0697.geopotential number by the normal gravity value computed on the
 NF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0697.degrees latitude (g = 980.6199 gals.).
 NF0697
 NF0697.The modeled gravity was interpolated from observed gravity values.
 NF0697
 NF0697;                    North         East    Units  Estimated Accuracy
 NF0697;SPC MI S     -   115,620.    3,896,160.      MT  (+/- 180 meters Scaled)
 NF0697
 NF0697                          SUPERSEDED SURVEY CONTROL
 NF0697
 NF0697  NGVD 29 (??/??/92)  253.712  (m)          832.39   (f) ADJ UNCH    2 0
 NF0697
 NF0697.Superseded values are not recommended for survey control.
 NF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0697.See file dsdata.txt to determine how the superseded data were derived.
 NF0697
 NF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN124099(NAD 83)
 NF0697_MARKER: X = CHISELED CROSS
 NF0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0697_SP_SET: RAIL
 NF0697_STAMPING: 832.413
 NF0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0697
 NF0697  HISTORY     - Date     Condition        Report By
 NF0697  HISTORY     - UNK      MONUMENTED       PRR
 NF0697  HISTORY     - 1948     GOOD             NGS
 NF0697  HISTORY     - 1983     POOR             USPSQD
 NF0697  HISTORY     - 1989     POOR             USPSQD
 NF0697  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0697
 NF0697                          STATION DESCRIPTION
 NF0697
 NF0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0697'AT MARTIN.
 NF0697'0.2 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0697'AT MARTIN, 18.5 FEET EAST AND ACROSS THE TRACK FROM MILE POST 203,
 NF0697'6.4 FEET EAST OF THE EAST RAIL, 47.3 FEET SOUTH OF A SWITCH STAND
 NF0697'AND IS A CHISELED CROSS ON THE TOP OF A RAIL DRAWN VERTICALLY IN
 NF0697'THE GROUND AND PROJECTING ABOUT 4 INCHES.
 NF0697
 NF0697                          STATION RECOVERY (1983)
 NF0697
 NF0697'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0697'MARK RECOVERED IN POOR CONDITION.
 NF0697
 NF0697                          STATION RECOVERY (1989)
 NF0697
 NF0697'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0697'MARK RECOVERED IN POOR CONDITION.
 NF0697
 NF0697                          STATION RECOVERY (1997)
 NF0697
 NF0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5426 ***********************************************************************
 AH5426  DESIGNATION -  203 2
 AH5426  PID         -  AH5426
 AH5426  STATE/COUNTY-  MI/CHIPPEWA
 AH5426  USGS QUAD   -  MUNUSCONG NE (1976)
 AH5426
 AH5426                         *CURRENT SURVEY CONTROL
 AH5426  ___________________________________________________________________
 AH5426* NAD 83(1994)-  46 08 46.76508(N)    084 03 37.40014(W)     ADJUSTED  
 AH5426* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 AH5426  ___________________________________________________________________
 AH5426  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AH5426  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 AH5426
 AH5426  HORZ ORDER  -  THIRD
 AH5426
 AH5426.The horizontal coordinates were established by classical geodetic methods
 AH5426.and adjusted by the National Geodetic Survey in November 1998..
 AH5426
 AH5426.The orthometric height was scaled from a topographic map.
 AH5426
 AH5426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5426
 AH5426.The geoid height was determined by GEOID03.
 AH5426
 AH5426;                    North         East     Units Scale Factor Converg.
 AH5426;SPC MI N     -   155,698.251 8,227,037.530   MT  0.99990576   +2 07 29.0
 AH5426;SPC MI N     -   510,821.03 26,991,592.95   iFT  0.99990576   +2 07 29.0
 AH5426;UTM  16      - 5,114,506.567   727,016.262   MT  1.00023358   +2 07 14.5
 AH5426;UTM  17      - 5,114,859.051   263,656.813   MT  1.00028672   -2 12 28.4
 AH5426
 AH5426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5426!SPC MI N     -   0.99997761  x   0.99990576  =   0.99988337
 AH5426!UTM  16      -   0.99997761  x   1.00023358  =   1.00021118
 AH5426!UTM  17      -   0.99997761  x   1.00028672  =   1.00026432
 AH5426
 AH5426                          SUPERSEDED SURVEY CONTROL
 AH5426
 AH5426.No superseded survey control is available for this station.
 AH5426
 AH5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2701614507(NAD 83)
 AH5426_MARKER: DD = SURVEY DISK
 AH5426_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5426_PROJECTION: FLUSH
 AH5426_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5426
 AH5426  HISTORY     - Date     Condition        Report By
 AH5426  HISTORY     - 1988     MONUMENTED       NOS
 AH5426
 AH5426                          STATION DESCRIPTION
 AH5426
 AH5426'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5426'THE STATION IS LOCATED IN THE MUNUSCONG STATE FOREST ON A PROMINENT
 AH5426'POINT OF LAND APPROXIMATELY 1.9 MILE NORTHWEST OF POINT AUX FRENES AND
 AH5426'ALONG THE SOUTHEAST SHORELINE OF MUNUSCONG LAKE.
 AH5426'THE STATION IS BEST REACHED BY BOAT.
 AH5426'THE STATION IS A STANDARD ALUMINUM NOS DISK ATTACHED TO A ALUMINUM ROD
 AH5426'WHICH IN TURN IS SET INTO A MASS OF CONCRETE. THE DISK PROJECTS 0.85
 AH5426'FEET ABOVE THE EXISTING GROUND.  IT IS STAMPED---203 2 1988---.  IT IS
 AH5426'LOCATED 7.83 METERS (25.7 FEET) SOUTH OF THE MOST NORTHERLY POINT OF
 AH5426'THE SHORELINE, AND 1.59 METERS (5.2 FEET) NORTH OF THE TREE LINE.
 AH5426'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5426'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1287 ***********************************************************************
 RJ1287  DESIGNATION -  203 C8W+391
 RJ1287  PID         -  RJ1287
 RJ1287  STATE/COUNTY-  MI/CHIPPEWA
 RJ1287  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ1287
 RJ1287                         *CURRENT SURVEY CONTROL
 RJ1287  ___________________________________________________________________
 RJ1287* NAD 83(1994)-  46 08 46.37075(N)    084 03 37.37440(W)     ADJUSTED  
 RJ1287* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 RJ1287  ___________________________________________________________________
 RJ1287  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 RJ1287  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1287
 RJ1287  HORZ ORDER  -  SECOND
 RJ1287
 RJ1287.The horizontal coordinates were established by classical geodetic methods
 RJ1287.and adjusted by the National Geodetic Survey in February 1997..
 RJ1287
 RJ1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1287
 RJ1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1287
 RJ1287.The geoid height was determined by GEOID03.
 RJ1287
 RJ1287;                    North         East     Units Scale Factor Converg.
 RJ1287;SPC MI N     -   155,686.106 8,227,038.534   MT  0.99990577   +2 07 29.0
 RJ1287;SPC MI N     -   510,781.19 26,991,596.24   iFT  0.99990577   +2 07 29.0
 RJ1287;UTM  16      - 5,114,494.418   727,017.265   MT  1.00023358   +2 07 14.5
 RJ1287;UTM  17      - 5,114,846.860   263,656.896   MT  1.00028671   -2 12 28.4
 RJ1287
 RJ1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1287!SPC MI N     -   0.99997782  x   0.99990577  =   0.99988360
 RJ1287!UTM  16      -   0.99997782  x   1.00023358  =   1.00021140
 RJ1287!UTM  17      -   0.99997782  x   1.00028671  =   1.00026453
 RJ1287
 RJ1287                          SUPERSEDED SURVEY CONTROL
 RJ1287
 RJ1287  NAD 83(1986)-  46 08 46.36134(N)    084 03 37.37019(W) AD(       ) 2
 RJ1287  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RJ1287
 RJ1287.Superseded values are not recommended for survey control.
 RJ1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1287.See file dsdata.txt to determine how the superseded data were derived.
 RJ1287
 RJ1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2701714494(NAD 83)
 RJ1287_MARKER: DS = TRIANGULATION STATION DISK
 RJ1287_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1287+WITH SETTING: INFORMATION.
 RJ1287_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1287
 RJ1287  HISTORY     - Date     Condition        Report By
 RJ1287  HISTORY     - 1988     MONUMENTED       USE
 RJ1287
 RJ1287                          STATION DESCRIPTION
 RJ1287
 RJ1287'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1287'THE STATION IS LOCATED ABOUT 44.3 KM (27.5 MI) SOUTH-SOUTHEAST OF
 RJ1287'SAULT STE MARIE, 42.5 KM (26.4 MI) EAST-SOUTHEAST OF RUDYARD, 21.4
 RJ1287'KM
 RJ1287'(13.3 MI) NORTHWEST OF DETOUR VILLAGE, IN PART OF FRAC
 RJ1287'SEC 4,
 RJ1287'T43N-R3E.
 RJ1287'OWNERSHIP---SSSS
 RJ1287'
 RJ1287'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1287'FOR 20.9 KM
 RJ1287'(13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE TURN TO THE SOUTH,
 RJ1287'TURN LEFT AND GO NORTH FOR 152.4 METER (500 FT) ON A GRAVEL ROAD TO
 RJ1287'THE
 RJ1287'PUBLIC BOAT LAUNCH. TRAVEL BY BOAT EAST ALONG THE
 RJ1287'SOUTHERN SHORE OF MUNUSCONG LAKE FOR 10 MINUTES TO THE SECOND
 RJ1287'PROMINENT POINT ALONG THE SHORELINE WHERE THE STATION IS LOCATED.
 RJ1287'
 RJ1287'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1287'STAMPED---C8W-391---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH
 RJ1287'THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RJ1287'LOCATED APPROXIMATELY 18.3 METERS (60 FT) INLAND FROM THE WATERS
 RJ1287'EDGE.
 RJ1287'
 RJ1287'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5438 ***********************************************************************
 AH5438  DESIGNATION -  205 2
 AH5438  PID         -  AH5438
 AH5438  STATE/COUNTY-  MI/CHIPPEWA
 AH5438  USGS QUAD   -  GOETZVILLE (1976)
 AH5438
 AH5438                         *CURRENT SURVEY CONTROL
 AH5438  ___________________________________________________________________
 AH5438* NAD 83(1994)-  46 07 24.16561(N)    084 01 51.40397(W)     ADJUSTED  
 AH5438* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 AH5438  ___________________________________________________________________
 AH5438  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AH5438  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 AH5438
 AH5438  HORZ ORDER  -  THIRD
 AH5438
 AH5438.The horizontal coordinates were established by classical geodetic methods
 AH5438.and adjusted by the National Geodetic Survey in November 1998..
 AH5438
 AH5438.The orthometric height was scaled from a topographic map.
 AH5438
 AH5438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5438
 AH5438.The geoid height was determined by GEOID03.
 AH5438
 AH5438;                    North         East     Units Scale Factor Converg.
 AH5438;SPC MI N     -   153,234.680 8,229,405.990   MT  0.99990681   +2 08 45.6
 AH5438;SPC MI N     -   502,738.45 26,999,363.48   iFT  0.99990681   +2 08 45.6
 AH5438;UTM  16      - 5,112,041.989   729,385.321   MT  1.00024688   +2 08 28.0
 AH5438;UTM  17      - 5,112,222.621   265,833.223   MT  1.00027413   -2 11 08.9
 AH5438
 AH5438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5438!SPC MI N     -   0.99997770  x   0.99990681  =   0.99988451
 AH5438!UTM  16      -   0.99997770  x   1.00024688  =   1.00022458
 AH5438!UTM  17      -   0.99997770  x   1.00027413  =   1.00025182
 AH5438
 AH5438                          SUPERSEDED SURVEY CONTROL
 AH5438
 AH5438.No superseded survey control is available for this station.
 AH5438
 AH5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2938512042(NAD 83)
 AH5438_MARKER: DD = SURVEY DISK
 AH5438_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5438_PROJECTION: FLUSH
 AH5438_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5438
 AH5438  HISTORY     - Date     Condition        Report By
 AH5438  HISTORY     - 1988     MONUMENTED       NOS
 AH5438
 AH5438                          STATION DESCRIPTION
 AH5438
 AH5438'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5438'THE STATION IS LOCATED IN THE MUNUSCONG STATE FOREST, ALONG THE
 AH5438'WESTERN SHORE OF THE ST MARYS RIVER ON A PROMINENT POINT OF LAND
 AH5438'APPROXIMATELY 0.6 MILE SOUTH OF POINT AUX FRENES.
 AH5438'THE STATION IS BEST REACHED BY BOAT.  FROM THE RAMP AT RABER PROCEED
 AH5438'NORTH-NORTHEAST TO A PROMINENT POINT OF LAND JUST SOUTHWEST OF POINT
 AH5438'AUX FRENES.
 AH5438'THE STATION IS A STANDARD ALUMINUM NOS DISK ATTACHED TO A 42 INCH
 AH5438'ALUMINUM ROD WHICH IN TURN IS SET INTO AND SURROUNDED BY A MASS OF
 AH5438'CONCRETE.  THE DISK AND ROD PROJECT 0.8 FEET ABOVE THE EXISTING
 AH5438'GROUND.  THE DISK IS STAMPED---205 2 1988---, AND IS LOCATED 11.9
 AH5438'METERS (39.04 FEET) WEST OF THE EAST SHORELINE, 10.4 METERS (34.1
 AH5438'FEET) EAST OF THE WEST SHORELINE, AND 5.1 METERS (16.7 FEET) NORTH OF
 AH5438'THE SOUTH SHORELINE.
 AH5438'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5438'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1290 ***********************************************************************
 RJ1290  DESIGNATION -  205 A RIC+061
 RJ1290  PID         -  RJ1290
 RJ1290  STATE/COUNTY-  MI/CHIPPEWA
 RJ1290  USGS QUAD   -  GOETZVILLE (1976)
 RJ1290
 RJ1290                         *CURRENT SURVEY CONTROL
 RJ1290  ___________________________________________________________________
 RJ1290* NAD 83(1994)-  46 06 32.38314(N)    084 01 11.53707(W)     ADJUSTED  
 RJ1290* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 RJ1290  ___________________________________________________________________
 RJ1290  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 RJ1290  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ1290
 RJ1290  HORZ ORDER  -  SECOND
 RJ1290
 RJ1290.The horizontal coordinates were established by classical geodetic methods
 RJ1290.and adjusted by the National Geodetic Survey in February 1997..
 RJ1290
 RJ1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1290
 RJ1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1290
 RJ1290.The geoid height was determined by GEOID03.
 RJ1290
 RJ1290;                    North         East     Units Scale Factor Converg.
 RJ1290;SPC MI N     -   151,669.231 8,230,321.326   MT  0.99990755   +2 09 14.4
 RJ1290;SPC MI N     -   497,602.46 27,002,366.56   iFT  0.99990755   +2 09 14.4
 RJ1290;UTM  16      - 5,110,475.922   730,300.830   MT  1.00025205   +2 08 55.0
 RJ1290;UTM  17      - 5,110,591.915   266,627.999   MT  1.00026956   -2 10 38.2
 RJ1290
 RJ1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1290!SPC MI N     -   0.99997791  x   0.99990755  =   0.99988546
 RJ1290!UTM  16      -   0.99997791  x   1.00025205  =   1.00022996
 RJ1290!UTM  17      -   0.99997791  x   1.00026956  =   1.00024747
 RJ1290
 RJ1290                          SUPERSEDED SURVEY CONTROL
 RJ1290
 RJ1290  NAD 83(1986)-  46 06 32.37227(N)    084 01 11.53047(W) AD(       ) 2
 RJ1290  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1290
 RJ1290.Superseded values are not recommended for survey control.
 RJ1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1290.See file dsdata.txt to determine how the superseded data were derived.
 RJ1290
 RJ1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3030110476(NAD 83)
 RJ1290_MARKER: DS = TRIANGULATION STATION DISK
 RJ1290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1290+WITH SETTING: INFORMATION.
 RJ1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1290
 RJ1290  HISTORY     - Date     Condition        Report By
 RJ1290  HISTORY     - 1988     MONUMENTED       USE
 RJ1290
 RJ1290                          STATION DESCRIPTION
 RJ1290
 RJ1290'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1290'THE STATION IS LOCATED ABOUT 49.4 KM (30.7 MI) SOUTH-SOUTHEAST OF
 RJ1290'SAULT STE MARIE, 46.3 KM (28.8 MI) EAST-SOUTHEAST OF RUDYARD, 16.1
 RJ1290'KM
 RJ1290'(10.0 MI) NORTHWEST OF DETOUR VILLAGE ON THE EAST SIDE OF ROUND
 RJ1290'ISLAND IN SECTION 23, T43N-R3E.
 RJ1290'OWNERSHIP---EUGENE NORMAN STARBECKER
 RJ1290'
 RJ1290'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH
 RJ1290'FOR 1.4 KM (0.85 MI) ON HWY M-48 TO NORTH RABER ROAD, TURN ONTO
 RJ1290'NORTH RABER ROAD AND GO FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO
 RJ1290'THE LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1290'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 30 MINUTES TO ROUND ISLAND
 RJ1290'WHERE THE STATION IS LOCATED.
 RJ1290'
 RJ1290'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1290'STAMPED---RIC-061---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH
 RJ1290'THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RJ1290'LOCATED ON THE EAST SIDE OF THE ISLAND AND 3.7 METERS (12 FT) EAST
 RJ1290'OF
 RJ1290'THE OLD LIGHT HOUSE.
 RJ1290'
 RJ1290'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1289 ***********************************************************************
 RJ1289  DESIGNATION -  205 RIC+053
 RJ1289  PID         -  RJ1289
 RJ1289  STATE/COUNTY-  MI/CHIPPEWA
 RJ1289  USGS QUAD   -  GOETZVILLE (1976)
 RJ1289
 RJ1289                         *CURRENT SURVEY CONTROL
 RJ1289  ___________________________________________________________________
 RJ1289* NAD 83(1994)-  46 06 49.33782(N)    084 03 14.29814(W)     ADJUSTED  
 RJ1289* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 RJ1289  ___________________________________________________________________
 RJ1289  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 RJ1289  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1289
 RJ1289  HORZ ORDER  -  SECOND
 RJ1289
 RJ1289.The horizontal coordinates were established by classical geodetic methods
 RJ1289.and adjusted by the National Geodetic Survey in February 1997..
 RJ1289
 RJ1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1289
 RJ1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1289
 RJ1289.The geoid height was determined by GEOID03.
 RJ1289
 RJ1289;                    North         East     Units Scale Factor Converg.
 RJ1289;SPC MI N     -   152,093.801 8,227,667.632   MT  0.99990730   +2 07 45.7
 RJ1289;SPC MI N     -   498,995.41 26,993,660.21   iFT  0.99990730   +2 07 45.7
 RJ1289;UTM  16      - 5,110,900.881   727,646.281   MT  1.00023711   +2 07 27.0
 RJ1289;UTM  17      - 5,111,215.921   264,012.983   MT  1.00028465   -2 12 07.4
 RJ1289
 RJ1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1289!SPC MI N     -   0.99997792  x   0.99990730  =   0.99988522
 RJ1289!UTM  16      -   0.99997792  x   1.00023711  =   1.00021503
 RJ1289!UTM  17      -   0.99997792  x   1.00028465  =   1.00026257
 RJ1289
 RJ1289                          SUPERSEDED SURVEY CONTROL
 RJ1289
 RJ1289  NAD 83(1986)-  46 06 49.32658(N)    084 03 14.29154(W) AD(       ) 2
 RJ1289  NGVD 29 (05/22/90)  177.4    (m)          582.     (f) VERT ANG       
 RJ1289
 RJ1289.Superseded values are not recommended for survey control.
 RJ1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1289.See file dsdata.txt to determine how the superseded data were derived.
 RJ1289
 RJ1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2764610901(NAD 83)
 RJ1289_MARKER: DS = TRIANGULATION STATION DISK
 RJ1289_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1289+WITH SETTING: INFORMATION.
 RJ1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1289
 RJ1289  HISTORY     - Date     Condition        Report By
 RJ1289  HISTORY     - 1988     MONUMENTED       USE
 RJ1289
 RJ1289                          STATION DESCRIPTION
 RJ1289
 RJ1289'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1289'THE STATION IS LOCATED ABOUT 47.8 KM (29.7 MI) SOUTH-SOUTHEAST OF
 RJ1289'SAULT STE MARIE, 43.9 KM (27.3 MI) EAST-SOUTHEAST OF RUDYARD, 18.2
 RJ1289'KM
 RJ1289'(11.3 MI) NORTHWEST OF DETOUR VILLAGE, IN GOVT LOT 1, SECTION 21,
 RJ1289'T43N-R3E.
 RJ1289'OWNERSHIP---VERNON E. AND CAROL R. DAVIS
 RJ1289'
 RJ1289'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH
 RJ1289'1.4 KM (0.85 MI) ON HWY M48 TO NORTH RABER ROAD, TURN ONTO NORTH
 RJ1289'RABER ROAD AND GO FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RJ1289'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1289'LAUNCH. TRAVEL BY BOAT ACROSS RABER BAY FOR 5 MINUTES TO A POINT OF
 RJ1289'LAND WHERE THE STATION IS LOCATED.
 RJ1289'
 RJ1289'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1289'STAMPED---RIC-053---, SET INTO A COVERED CYLINDER THAT IS FLUSH
 RJ1289'WITH THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE
 RJ1289'GROUND LOCATED APPROXIMATELY 12.2 METERS (40 FT) INLAND FROM THE
 RJ1289'POINT.
 RJ1289'
 RJ1289'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1291 ***********************************************************************
 RJ1291  DESIGNATION -  207 A RIC+126
 RJ1291  PID         -  RJ1291
 RJ1291  STATE/COUNTY-  MI/CHIPPEWA
 RJ1291  USGS QUAD   -  GOETZVILLE (1976)
 RJ1291
 RJ1291                         *CURRENT SURVEY CONTROL
 RJ1291  ___________________________________________________________________
 RJ1291* NAD 83(1994)-  46 05 30.41349(N)    084 00 39.75376(W)     ADJUSTED  
 RJ1291* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 RJ1291  ___________________________________________________________________
 RJ1291  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 RJ1291  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1291
 RJ1291  HORZ ORDER  -  SECOND
 RJ1291
 RJ1291.The horizontal coordinates were established by classical geodetic methods
 RJ1291.and adjusted by the National Geodetic Survey in February 1997..
 RJ1291
 RJ1291.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1291
 RJ1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1291
 RJ1291.The geoid height was determined by GEOID03.
 RJ1291
 RJ1291;                    North         East     Units Scale Factor Converg.
 RJ1291;SPC MI N     -   149,783.087 8,231,075.457   MT  0.99990851   +2 09 37.4
 RJ1291;SPC MI N     -   491,414.33 27,004,840.74   iFT  0.99990851   +2 09 37.4
 RJ1291;UTM  16      - 5,108,589.050   731,055.033   MT  1.00025633   +2 09 15.7
 RJ1291;UTM  17      - 5,108,653.510   267,237.758   MT  1.00026607   -2 10 13.0
 RJ1291
 RJ1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1291!SPC MI N     -   0.99997769  x   0.99990851  =   0.99988620
 RJ1291!UTM  16      -   0.99997769  x   1.00025633  =   1.00023401
 RJ1291!UTM  17      -   0.99997769  x   1.00026607  =   1.00024375
 RJ1291
 RJ1291                          SUPERSEDED SURVEY CONTROL
 RJ1291
 RJ1291  NAD 83(1986)-  46 05 30.40269(N)    084 00 39.74682(W) AD(       ) 2
 RJ1291  NGVD 29 (05/22/90)  179.     (m)          587.     (f) VERT ANG       
 RJ1291
 RJ1291.Superseded values are not recommended for survey control.
 RJ1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1291.See file dsdata.txt to determine how the superseded data were derived.
 RJ1291
 RJ1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3105508589(NAD 83)
 RJ1291_MARKER: DS = TRIANGULATION STATION DISK
 RJ1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1291+STABILITY: SURFACE MOTION
 RJ1291
 RJ1291  HISTORY     - Date     Condition        Report By
 RJ1291  HISTORY     - 1988     MONUMENTED       USE
 RJ1291
 RJ1291                          STATION DESCRIPTION
 RJ1291
 RJ1291'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1291'THE STATION IS LOCATED ABOUT 51.7 KM (32.1 MI) SOUTH-SOUTHEAST OF
 RJ1291'SAULT STE MARIE, 48.1 KM (29.9 MI) EAST-SOUTHEAST OF RUDYARD, 14.0
 RJ1291'KM (8.7 MI) NORTHWEST OF DETOUR VILLAGE ON THE NORTHWEST CORNER OF
 RJ1291'LIME ISLAND IN GOVT LOT 1, SEC 26, T43N-R3E.
 RJ1291'OWNERSHIP---STATE OF MICHIGAN
 RJ1291'
 RJ1291'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RJ1291'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RJ1291'NORTH RABER ROAD FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RJ1291'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RJ1291'LAUNCH. TRAVEL BY BOAT FOR 30 MINUTES ACROSS THE ST MARYS RIVER
 RJ1291'TOWARD THE LIME ISLAND PIER, FOLLOW THE SHORELINE FOR 457 METERS
 RJ1291'(1500 FT)
 RJ1291'TO A LIME DEPOSIT SURROUNDED BY 3 STONE RUIN
 RJ1291'BUILDINGS WHERE THE STATION IS LOCATED.
 RJ1291'
 RJ1291'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---RIC-126---,
 RJ1291'AND SET APPROXIMATELY 0.2 FT ABOVE GROUND SURFACE.
 RJ1291'
 RJ1291'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0213 ***********************************************************************
 RJ0213  DESIGNATION -  207 USLS
 RJ0213  PID         -  RJ0213
 RJ0213  STATE/COUNTY-  MI/CHIPPEWA
 RJ0213  USGS QUAD   -  OAK RIDGE (1976)
 RJ0213
 RJ0213                         *CURRENT SURVEY CONTROL
 RJ0213  ___________________________________________________________________
 RJ0213* NAD 83(1986)-  46 20 51.     (N)    084 09 47.     (W)     SCALED    
 RJ0213* NAVD 88     -       185.822  (meters)     609.65   (feet)  ADJUSTED  
 RJ0213  ___________________________________________________________________
 RJ0213  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0213  DYNAMIC HT  -         185.832 (meters)     609.68  (feet)  COMP
 RJ0213  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RJ0213
 RJ0213  VERT ORDER  -  FIRST     CLASS 0
 RJ0213
 RJ0213.The horizontal coordinates were scaled from a topographic map and have
 RJ0213.an estimated accuracy of +/- 6 seconds.
 RJ0213
 RJ0213.The orthometric height was determined by differential leveling
 RJ0213.and adjusted by the National Geodetic Survey in June 1991..
 RJ0213
 RJ0213.The geoid height was determined by GEOID03.
 RJ0213
 RJ0213.The dynamic height is computed by dividing the NAVD 88
 RJ0213.geopotential number by the normal gravity value computed on the
 RJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0213.degrees latitude (g = 980.6199 gals.).
 RJ0213
 RJ0213.The modeled gravity was interpolated from observed gravity values.
 RJ0213
 RJ0213;                    North         East    Units  Estimated Accuracy
 RJ0213;SPC MI N     -   177,760.    8,218,310.      MT  (+/- 180 meters Scaled)
 RJ0213
 RJ0213                          SUPERSEDED SURVEY CONTROL
 RJ0213
 RJ0213.No superseded survey control is available for this station.
 RJ0213
 RJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182365(NAD 83)
 RJ0213_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0213_SETTING: 80 = SET IN A BOULDER
 RJ0213_SP_SET: BOULDER
 RJ0213_MARK LOGO: USLS  
 RJ0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0213+STABILITY: SURFACE MOTION
 RJ0213
 RJ0213  HISTORY     - Date     Condition        Report By
 RJ0213  HISTORY     - 1969     MONUMENTED       USLS
 RJ0213  HISTORY     - 1969     GOOD             USLS
 RJ0213  HISTORY     - 1983     GOOD             NGS
 RJ0213
 RJ0213                          STATION DESCRIPTION
 RJ0213
 RJ0213'DESCRIBED BY US LAKE SURVEY 1969
 RJ0213'AT SUGAR ISLAND.
 RJ0213'207, IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM THE
 RJ0213'FERRY DOCK PROCEED EAST 4.9 MILES ON A PAVED ROAD, TURN RIGHT,
 RJ0213'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0213'GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT,
 RJ0213'GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT
 RJ0213'AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN SOUTH 1.6 MILES
 RJ0213'TO RIGHT ANGLE TURN AND VICINITY OF MARK, 53 FEET SOUTH OF
 RJ0213'CENTERLINE OF ROAD, 36.7 FEET SOUTHEAST OF UTILITY POLE NO.
 RJ0213'SU1-207, 4.0 FEET WEST OF A TRIANGULAR BLAZE IN A THREE-TRUNKED
 RJ0213'TREE, 2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS
 RJ0213'ON BRONZE DISC SET INTO A 5 X 5 X 7-FOOT TRIANGULAR SHAPED
 RJ0213'BOULDER.
 RJ0213
 RJ0213                          STATION RECOVERY (1983)
 RJ0213
 RJ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0213'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0213'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0213'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0213'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0213'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0213'(0.45 MI) EAST TO A Y JUNCTION, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG
 RJ0213'HOMESTEAD ROAD TO A CURVE IN THE ROAD, THENCE 2.6 KM (1.6 MI) SOUTH
 RJ0213'ALONG HOMESTEAD ROAD TO A CURVE IN THE ROAD TO THE EAST, A USLS DISK
 RJ0213'SET IN TOP OF A 5 BY 5 BY 7 FOOT BOULDER (TRIANGULAR SHAPE),
 RJ0213'16.2 METERS (53.0 FT) SOUTH OF THE CENTER OF THE ROAD, 11.3 METERS
 RJ0213'(37.0 FT) SOUTHEAST OF A POWERLINE POLE WITH TWO GUY WIRES, AND
 RJ0213'1.2 METERS (4.0 FT) WEST OF A DOUBLE TRUNK TREE.
 RJ0213'THE MARK IS 0.6 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0052 ***********************************************************************
 RH0052  DESIGNATION -  208
 RH0052  PID         -  RH0052
 RH0052  STATE/COUNTY-  MI/CHIPPEWA
 RH0052  USGS QUAD   -  LIME ISLAND (1994)
 RH0052
 RH0052                         *CURRENT SURVEY CONTROL
 RH0052  ___________________________________________________________________
 RH0052* NAD 83(1994)-  46 06 31.08583(N)    083 58 31.69918(W)     ADJUSTED  
 RH0052* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RH0052  ___________________________________________________________________
 RH0052  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 RH0052  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RH0052
 RH0052  HORZ ORDER  -  THIRD
 RH0052
 RH0052.The horizontal coordinates were established by classical geodetic methods
 RH0052.and adjusted by the National Geodetic Survey in February 1997..
 RH0052
 RH0052.The orthometric height was scaled from a topographic map.
 RH0052
 RH0052.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0052
 RH0052.The geoid height was determined by GEOID03.
 RH0052
 RH0052;                    North         East     Units Scale Factor Converg.
 RH0052;SPC MI N     -   151,759.172 8,233,752.641   MT  0.99990757   +2 11 10.0
 RH0052;SPC MI N     -   497,897.55 27,013,624.15   iFT  0.99990757   +2 11 10.0
 RH0052;SPC MI C     -   310,339.568 6,030,247.391   MT  1.00012028   +0 16 34.8
 RH0052;SPC MI C     - 1,018,174.44 19,784,276.22   iFT  1.00012028   +0 16 34.8
 RH0052;UTM  17      - 5,110,422.394   270,057.514   MT  1.00025003   -2 08 42.8
 RH0052;UTM  16      - 5,110,565.569   733,733.369   MT  1.00027164   +2 10 50.3
 RH0052
 RH0052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0052!SPC MI N     -   0.99997816  x   0.99990757  =   0.99988573
 RH0052!SPC MI C     -   0.99997816  x   1.00012028  =   1.00009843
 RH0052!UTM  17      -   0.99997816  x   1.00025003  =   1.00022818
 RH0052!UTM  16      -   0.99997816  x   1.00027164  =   1.00024979
 RH0052
 RH0052:                Primary Azimuth Mark                     Grid Az
 RH0052:SPC MI N     -  210 USLS 1894                            142 20 49.9
 RH0052:SPC MI C     -  210 USLS 1894                            144 15 25.1
 RH0052:UTM  17      -  210 USLS 1894                            146 40 42.7
 RH0052:UTM  16      -  210 USLS 1894                            142 21 09.6
 RH0052
 RH0052|---------------------------------------------------------------------|
 RH0052| PID    Reference Object                     Distance      Geod. Az  |
 RH0052|                                                           dddmmss.s |
 RH0052| RH0050 210 USLS 1894                       APPROX. 2.1 KM 1443159.9 |
 RH0052| RJ0986 ROUND ISLAND LH IBC 1944            APPROX. 3.4 KM 2704049.2 |
 RH0052| CH1646 208 RP 1 CROSS W                     10.311 METERS 27907     |
 RH0052| CH1647 208 RP 2 CROSS NW                     5.469 METERS 31507     |
 RH0052|---------------------------------------------------------------------|
 RH0052
 RH0052                          SUPERSEDED SURVEY CONTROL
 RH0052
 RH0052  NAD 83(1986)-  46 06 31.07270(N)    083 58 31.69543(W) AD(       ) 3
 RH0052  NAD 27      -  46 06 31.01100(N)    083 58 31.63500(W) AD(       ) 3
 RH0052
 RH0052.Superseded values are not recommended for survey control.
 RH0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0052.See file dsdata.txt to determine how the superseded data were derived.
 RH0052
 RH0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7005810422(NAD 83)
 RH0052_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RH0052
 RH0052  HISTORY     - Date     Condition        Report By
 RH0052  HISTORY     - 1894     MONUMENTED       USLS
 RH0052  HISTORY     - 1958     GOOD             IBC
 RH0052
 RH0052                          STATION DESCRIPTION
 RH0052
 RH0052'DESCRIBED BY US LAKE SURVEY 1894
 RH0052'ON A SMALL ISLAND ABOUT 200 METERS W OF ST JOSEPH ISLAND, IN THE
 RH0052'CHANNEL BETWEEN ST JOSEPH AND LIME ISLAND, 9 MILES NW OF DETOUR,
 RH0052'MICHIGAN, NEARLY 2 MILES S OF HAY POINT, AND 3/4 MILE N OF EDWARD
 RH0052'ISLAND.  IT IS IN THE CENTER OF THE W SIDE OF THE ISLAND, IN A
 RH0052'CLEARING, AND 30 FEET FROM THE WATER.
 RH0052'
 RH0052'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RH0052'U S L S BRONZE DISK WITH A CROSS AND---208---STAMPED ON IT IS SET
 RH0052'IN A 6-INCH CONCRETE CYLINDER OVER THE STATION, THE TOP PROJECTING
 RH0052'15 INCHES ABOVE GROUND IN A CAIRN.
 RH0052'
 RH0052'REFERENCE MARKS ARE CROSSES CUT IN ROCKS.  NO 1 IS W OF THE STATION
 RH0052'AND NO 2 IS NW.
 RH0052
 RH0052                          STATION RECOVERY (1958)
 RH0052
 RH0052'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0056 ***********************************************************************
 RH0056  DESIGNATION -  209 USLS 1894
 RH0056  PID         -  RH0056
 RH0056  STATE/COUNTY-  MI/CHIPPEWA
 RH0056  USGS QUAD   -  LIME ISLAND (1994)
 RH0056
 RH0056                         *CURRENT SURVEY CONTROL
 RH0056  ___________________________________________________________________
 RH0056* NAD 83(1994)-  46 05 40.36273(N)    083 59 42.07723(W)     ADJUSTED  
 RH0056* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RH0056  ___________________________________________________________________
 RH0056  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 RH0056  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RH0056
 RH0056  HORZ ORDER  -  THIRD
 RH0056
 RH0056.The horizontal coordinates were established by classical geodetic methods
 RH0056.and adjusted by the National Geodetic Survey in February 1997..
 RH0056
 RH0056.The orthometric height was scaled from a topographic map.
 RH0056
 RH0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0056
 RH0056.The geoid height was determined by GEOID03.
 RH0056
 RH0056;                    North         East     Units Scale Factor Converg.
 RH0056;SPC MI N     -   150,136.858 8,232,301.823   MT  0.99990835   +2 10 19.1
 RH0056;SPC MI N     -   492,574.99 27,008,864.25   iFT  0.99990835   +2 10 19.1
 RH0056;SPC MI C     -   308,766.169 6,028,743.004   MT  1.00011527   +0 15 45.1
 RH0056;SPC MI C     - 1,013,012.37 19,779,340.56   iFT  1.00011527   +0 15 45.1
 RH0056;UTM  17      - 5,108,913.755   268,487.780   MT  1.00025893   -2 09 31.8
 RH0056;UTM  16      - 5,108,942.816   732,281.867   MT  1.00026332   +2 09 57.6
 RH0056
 RH0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0056!SPC MI N     -   0.99997815  x   0.99990835  =   0.99988651
 RH0056!SPC MI C     -   0.99997815  x   1.00011527  =   1.00009342
 RH0056!UTM  17      -   0.99997815  x   1.00025893  =   1.00023708
 RH0056!UTM  16      -   0.99997815  x   1.00026332  =   1.00024147
 RH0056
 RH0056:                Primary Azimuth Mark                     Grid Az
 RH0056:SPC MI N     -  208                                      041 48 21.4
 RH0056:SPC MI C     -  208                                      043 42 55.4
 RH0056:UTM  17      -  208                                      046 08 12.3
 RH0056:UTM  16      -  208                                      041 48 42.9
 RH0056
 RH0056|---------------------------------------------------------------------|
 RH0056| PID    Reference Object                     Distance      Geod. Az  |
 RH0056|                                                           dddmmss.s |
 RH0056| RH0052 208                                 APPROX. 2.2 KM 0435840.5 |
 RH0056| RJ0986 ROUND ISLAND LH IBC 1944            APPROX. 2.5 KM 3095107.6 |
 RH0056|---------------------------------------------------------------------|
 RH0056
 RH0056                          SUPERSEDED SURVEY CONTROL
 RH0056
 RH0056  NAD 83(1986)-  46 05 40.34931(N)    083 59 42.07241(W) AD(       ) 3
 RH0056  NAD 27      -  46 05 40.28600(N)    083 59 42.00900(W) AD(       ) 3
 RH0056
 RH0056.Superseded values are not recommended for survey control.
 RH0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0056.See file dsdata.txt to determine how the superseded data were derived.
 RH0056
 RH0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6848808914(NAD 83)
 RH0056_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0056+STABILITY: SURFACE MOTION
 RH0056
 RH0056  HISTORY     - Date     Condition        Report By
 RH0056  HISTORY     - 1894     MONUMENTED       USLS
 RH0056  HISTORY     - 1958     GOOD             IBC
 RH0056
 RH0056                          STATION DESCRIPTION
 RH0056
 RH0056'DESCRIBED BY US LAKE SURVEY 1894
 RH0056'ON THE PROMINENT POINT AT THE NE CORNER OF LIME ISLAND, E OF RABER
 RH0056'BAY, AND 8 MILES NW OF DETOUR, MICHIGAN.  IT IS OPPOSITE THE LOWER
 RH0056'END OF LOVE ISLAND, 15 FEET IN FROM THE WATER, IN THE EDGE OF THE
 RH0056'TREE LINE, AND 2 FEET ABOVE THE WATER LEVEL.
 RH0056'
 RH0056'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A STANDARD
 RH0056'U S L S BRONZE DISK WITH A CROSS AND---209---STAMPED ON IT IS
 RH0056'SET IN A 6-INCH CONCRETE CYLINDER OVER THE STATION, PROJECTING 1
 RH0056'INCH ABOVE GROUND AND SURROUNDED BY A CAIRN.  THE OLD TRIPOD IS OVER
 RH0056'THE STATION.  LARGE PILE SMALL ROCKS ON SHORE.
 RH0056
 RH0056                          STATION RECOVERY (1958)
 RH0056
 RH0056'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0494 ***********************************************************************
 NE0494  DESIGNATION -  21
 NE0494  PID         -  NE0494
 NE0494  STATE/COUNTY-  MI/MONROE
 NE0494  USGS QUAD   -  ROCKWOOD (1981)
 NE0494
 NE0494                         *CURRENT SURVEY CONTROL
 NE0494  ___________________________________________________________________
 NE0494* NAD 83(1986)-  42 03 38.     (N)    083 14 51.     (W)     SCALED    
 NE0494* NAVD 88     -       179.173  (meters)     587.84   (feet)  ADJUSTED  
 NE0494  ___________________________________________________________________
 NE0494  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NE0494  DYNAMIC HT  -         179.113 (meters)     587.64  (feet)  COMP
 NE0494  MODELED GRAV-     980,279.9   (mgal)                       NAVD 88
 NE0494
 NE0494  VERT ORDER  -  FIRST     CLASS I
 NE0494
 NE0494.The horizontal coordinates were scaled from a topographic map and have
 NE0494.an estimated accuracy of +/- 6 seconds.
 NE0494
 NE0494.The orthometric height was determined by differential leveling
 NE0494.and adjusted by the National Geodetic Survey in June 1991..
 NE0494.WARNING-Repeat measurements at this control monument indicate possible
 NE0494.vertical movement.
 NE0494
 NE0494.The geoid height was determined by GEOID03.
 NE0494
 NE0494.The dynamic height is computed by dividing the NAVD 88
 NE0494.geopotential number by the normal gravity value computed on the
 NE0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0494.degrees latitude (g = 980.6199 gals.).
 NE0494
 NE0494.The modeled gravity was interpolated from observed gravity values.
 NE0494
 NE0494;                    North         East    Units  Estimated Accuracy
 NE0494;SPC MI S     -    62,880.    4,092,630.      MT  (+/- 180 meters Scaled)
 NE0494
 NE0494                          SUPERSEDED SURVEY CONTROL
 NE0494
 NE0494  NGVD 29 (??/??/92)  179.345  (m)          588.40   (f) ADJ UNCH    1 1
 NE0494
 NE0494.Superseded values are not recommended for survey control.
 NE0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0494.See file dsdata.txt to determine how the superseded data were derived.
 NE0494
 NE0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG140589(NAD 83)
 NE0494_MARKER: DD = SURVEY DISK
 NE0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0494_SP_SET: BRIDGE
 NE0494_STAMPING: BENCH MARK ELEV NO 21 USC AND G 1899
 NE0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0494
 NE0494  HISTORY     - Date     Condition        Report By
 NE0494  HISTORY     - 1899     MONUMENTED       DTSRR
 NE0494  HISTORY     - 1968     MARK NOT FOUND   USPSQD
 NE0494  HISTORY     - 1968     GOOD             NGS
 NE0494  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0494
 NE0494                          STATION DESCRIPTION
 NE0494
 NE0494'DESCRIBED BY US POWER SQUADRON 1968 (EH)
 NE0494'MARK NOT FOUND.
 NE0494
 NE0494                          STATION RECOVERY (1968)
 NE0494
 NE0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NE0494'0.5 MI SW FROM ROCKWOOD.
 NE0494'ABOUT 0.5 MILE SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0494'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT
 NE0494'ROCKWOOD, AT SOUTH ROCKWOOD, ABOUT 100 YARDS NORTHEAST OF
 NE0494'MILEPOST 30, ABOUT 4 1/2 RAILS NORTHEAST OF THE CROSSING OF SOUTH
 NE0494'HURON DRIVE, SET ON THE TOP OF THE SOUTHWEST END OF THE WING
 NE0494'WALL AT THE SOUTH CORNER OF THE BRIDGE OVER THE HURON RIVER,
 NE0494'4.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK
 NE0494'AND 1/2 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 15, T 5 S, R 10 E
 NE0494
 NE0494                          STATION RECOVERY (1987)
 NE0494
 NE0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0058 ***********************************************************************
 PL0058  DESIGNATION -  21
 PL0058  PID         -  PL0058
 PL0058  STATE/COUNTY-  MI/OGEMAW
 PL0058  USGS QUAD   -  DAMON (1965)
 PL0058
 PL0058                         *CURRENT SURVEY CONTROL
 PL0058  ___________________________________________________________________
 PL0058* NAD 83(1986)-  44 28 40.     (N)    084 07 39.     (W)     SCALED    
 PL0058* NAVD 88     -       374.042  (meters)    1227.17   (feet)  ADJUSTED  
 PL0058  ___________________________________________________________________
 PL0058  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0058  DYNAMIC HT  -         373.985 (meters)    1226.98  (feet)  COMP
 PL0058  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 PL0058
 PL0058  VERT ORDER  -  SECOND    CLASS 0
 PL0058
 PL0058.The horizontal coordinates were scaled from a topographic map and have
 PL0058.an estimated accuracy of +/- 6 seconds.
 PL0058
 PL0058.The orthometric height was determined by differential leveling
 PL0058.and adjusted by the National Geodetic Survey in June 1991..
 PL0058
 PL0058.The geoid height was determined by GEOID03.
 PL0058
 PL0058.The dynamic height is computed by dividing the NAVD 88
 PL0058.geopotential number by the normal gravity value computed on the
 PL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0058.degrees latitude (g = 980.6199 gals.).
 PL0058
 PL0058.The modeled gravity was interpolated from observed gravity values.
 PL0058
 PL0058;                    North         East    Units  Estimated Accuracy
 PL0058;SPC MI C     -   129,050.    6,019,030.      MT  (+/- 180 meters Scaled)
 PL0058
 PL0058                          SUPERSEDED SURVEY CONTROL
 PL0058
 PL0058  NGVD 29 (??/??/92)  374.173  (m)         1227.60   (f) ADJ UNCH    2 0
 PL0058
 PL0058.Superseded values are not recommended for survey control.
 PL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0058.See file dsdata.txt to determine how the superseded data were derived.
 PL0058
 PL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ284289(NAD 83)
 PL0058_MARKER: N = NAIL
 PL0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0058_SP_SET: PINE TREE
 PL0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0058
 PL0058  HISTORY     - Date     Condition        Report By
 PL0058  HISTORY     - UNK      MONUMENTED       MIDH
 PL0058  HISTORY     - 1934     GOOD             NGS
 PL0058
 PL0058                          STATION DESCRIPTION
 PL0058
 PL0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0058'4.3 MI N FROM ROSE CITY.
 PL0058'4.3 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0058'ROSE CITY, OGEMAW COUNTY, 75 FEET EAST OF THE CENTERLINE OF THE
 PL0058'HIGHWAY, IN THE ROOT OF A 12-INCH PINE TREE, AND 4.0 FEET HIGHER
 PL0058'THAN THE HIGHWAY.  A MICHIGAN STATE HIGHWAY DEPARTMENT STANDARD
 PL0058'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0297 ***********************************************************************
 NF0297  DESIGNATION -  21
 NF0297  PID         -  NF0297
 NF0297  STATE/COUNTY-  MI/INGHAM
 NF0297  USGS QUAD   -  LANSING SOUTH (1973)
 NF0297
 NF0297                         *CURRENT SURVEY CONTROL
 NF0297  ___________________________________________________________________
 NF0297* NAD 83(1986)-  42 43 09.     (N)    084 30 49.     (W)     SCALED    
 NF0297* NAVD 88     -       258.57   (+/-2cm)     848.3    (feet)  VERTCON   
 NF0297  ___________________________________________________________________
 NF0297  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF0297
 NF0297  VERT ORDER  -  ? (See Below)
 NF0297
 NF0297.The horizontal coordinates were scaled from a topographic map and have
 NF0297.an estimated accuracy of +/- 6 seconds.
 NF0297
 NF0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0297.The vertical order pertains to the NGVD 29 superseded value.
 NF0297
 NF0297.The geoid height was determined by GEOID03.
 NF0297
 NF0297;                    North         East    Units  Estimated Accuracy
 NF0297;SPC MI S     -   135,430.    3,987,970.      MT  (+/- 180 meters Scaled)
 NF0297
 NF0297                          SUPERSEDED SURVEY CONTROL
 NF0297
 NF0297  NGVD 29 (??/??/92)  258.708  (m)          848.78   (f) ADJ UNCH    ?  
 NF0297
 NF0297.Superseded values are not recommended for survey control.
 NF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0297.See file dsdata.txt to determine how the superseded data were derived.
 NF0297
 NF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN035326(NAD 83)
 NF0297_MARKER: B = BOLT
 NF0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0297+STABILITY: SURFACE MOTION
 NF0297
 NF0297  HISTORY     - Date     Condition        Report By
 NF0297  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0297  HISTORY     - 1932     GOOD             MISCOL
 NF0297
 NF0297                          STATION DESCRIPTION
 NF0297
 NF0297'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0297'AT EAST LANSING.
 NF0297'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0297'CAMPUS, IN ELM ROW, 15 FEET SOUTHWEST OF A STONE WALK, AND 7
 NF0297'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE M.U.T. CO. TRACK.
 NF0297'A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6803 ***********************************************************************
 AA6803  DESIGNATION -  21 224
 AA6803  PID         -  AA6803
 AA6803  STATE/COUNTY-  MI/WAYNE
 AA6803  USGS QUAD   -  CARLETON (1978)
 AA6803
 AA6803                         *CURRENT SURVEY CONTROL
 AA6803  ___________________________________________________________________
 AA6803* NAD 83(1994)-  42 06 55.72961(N)    083 29 58.27912(W)     ADJUSTED  
 AA6803* NAVD 88     -       201.5    (meters)     661.     (feet)  GPS OBS   
 AA6803  ___________________________________________________________________
 AA6803  X           -     536,456.132 (meters)                     COMP
 AA6803  Y           -  -4,708,065.811 (meters)                     COMP
 AA6803  Z           -   4,255,239.328 (meters)                     COMP
 AA6803  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AA6803  ELLIP HEIGHT-         166.84  (meters)          (07/12/02) GPS OBS
 AA6803  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AA6803
 AA6803  HORZ ORDER  -  FIRST
 AA6803  ELLP ORDER  -  FOURTH    CLASS I
 AA6803
 AA6803.The horizontal coordinates were established by GPS observations
 AA6803.and adjusted by the National Geodetic Survey in February 1997..
 AA6803
 AA6803.The orthometric height was determined by GPS observations and a
 AA6803.high-resolution geoid model.
 AA6803
 AA6803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6803
 AA6803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6803
 AA6803.The ellipsoidal height was determined by GPS observations
 AA6803.and is referenced to NAD 83.
 AA6803
 AA6803.The geoid height was determined by GEOID03.
 AA6803
 AA6803;                    North         East     Units Scale Factor Converg.
 AA6803;SPC MI S     -    68,736.366 4,071,712.026   MT  0.99999637   +0 35 24.4
 AA6803;SPC MI S     -   225,513.01 13,358,635.26   iFT  0.99999637   +0 35 24.4
 AA6803;UTM  17      - 4,665,621.712   293,363.527   MT  1.00012542   -1 40 36.6
 AA6803
 AA6803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6803!SPC MI S     -   0.99997383  x   0.99999637  =   0.99997020
 AA6803!UTM  17      -   0.99997383  x   1.00012542  =   1.00009925
 AA6803
 AA6803                          SUPERSEDED SURVEY CONTROL
 AA6803
 AA6803  ELLIP H (02/03/97)  166.88   (m)                       GP(       ) 4 1
 AA6803  NAD 83(1986)-  42 06 55.73718(N)    083 29 58.30742(W) AD(       ) 1
 AA6803
 AA6803.Superseded values are not recommended for survey control.
 AA6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6803.See file dsdata.txt to determine how the superseded data were derived.
 AA6803
 AA6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9336465622(NAD 83)
 AA6803_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6803_STAMPING: 21-224 1960
 AA6803_MARK LOGO: MI-163
 AA6803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6803+STABILITY: SURFACE MOTION
 AA6803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6803+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6803
 AA6803  HISTORY     - Date     Condition        Report By
 AA6803  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6803  HISTORY     - 20041216 GOOD             INDIV
 AA6803  HISTORY     - 20051216 GOOD             INDIV
 AA6803
 AA6803                          STATION DESCRIPTION
 AA6803
 AA6803'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6803'STATION IS LOCATED APPROXIMATELY 6.5 MILESSOUTH OF BELLEVILLE,
 AA6803'MICHIGAN ON WILLOW ROAD AT ELWELL ROAD. TO REACH FROM THE INTERSECTION
 AA6803'OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT 8), PROCEED WEST ON
 AA6803'WILL CARLETON ROAD FOR 4.2  MILESTO ELWELL ROAD, THENCE GO NORTH ON
 AA6803'ELWELL FOR 2.0 MILESTO WILLOW ROAD AND THE STATION IN THE NORTHWEST
 AA6803'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE
 AA6803'TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT. CENTERLINE OF WILLOW IS S
 AA6803'0 E, 32.0 FEET, CENTERLINE OF ELWELL IS N 90 E, 46.0 FEET,  A SECTION
 AA6803'CORNER MONUMENT BOX IS SOUTHEAST 54.7 FEET.
 AA6803
 AA6803                          STATION RECOVERY (2004)
 AA6803
 AA6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6803'RECOVERED AS DESCRIBED
 AA6803
 AA6803                          STATION RECOVERY (2005)
 AA6803
 AA6803'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6828 ***********************************************************************
 AA6828  DESIGNATION -  21 252A
 AA6828  PID         -  AA6828
 AA6828  STATE/COUNTY-  MI/WAYNE
 AA6828  USGS QUAD   -  DETROIT (1980)
 AA6828
 AA6828                         *CURRENT SURVEY CONTROL
 AA6828  ___________________________________________________________________
 AA6828* NAD 83(1994)-  42 21 30.32116(N)    083 06 20.06667(W)     ADJUSTED  
 AA6828* NAVD 88     -       190.0    (meters)     623.     (feet)  GPS OBS   
 AA6828  ___________________________________________________________________
 AA6828  X           -     566,635.861 (meters)                     COMP
 AA6828  Y           -  -4,686,248.976 (meters)                     COMP
 AA6828  Z           -   4,275,211.608 (meters)                     COMP
 AA6828  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 AA6828  ELLIP HEIGHT-         155.69  (meters)          (07/12/02) GPS OBS
 AA6828  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 AA6828
 AA6828  HORZ ORDER  -  FIRST
 AA6828  ELLP ORDER  -  FOURTH    CLASS I
 AA6828
 AA6828.The horizontal coordinates were established by GPS observations
 AA6828.and adjusted by the National Geodetic Survey in February 1997..
 AA6828
 AA6828.The orthometric height was determined by GPS observations and a
 AA6828.high-resolution geoid model.
 AA6828
 AA6828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6828
 AA6828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6828
 AA6828.The ellipsoidal height was determined by GPS observations
 AA6828.and is referenced to NAD 83.
 AA6828
 AA6828.The geoid height was determined by GEOID03.
 AA6828
 AA6828;                    North         East     Units Scale Factor Converg.
 AA6828;SPC MI S     -    96,129.820 4,103,884.903   MT  0.99994884   +0 51 29.6
 AA6828;SPC MI S     -   315,386.55 13,464,189.31   iFT  0.99994884   +0 51 29.6
 AA6828;UTM  17      - 4,691,719.954   326,599.688   MT  0.99996996   -1 25 08.5
 AA6828
 AA6828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6828!SPC MI S     -   0.99997558  x   0.99994884  =   0.99992442
 AA6828!UTM  17      -   0.99997558  x   0.99996996  =   0.99994554
 AA6828
 AA6828                          SUPERSEDED SURVEY CONTROL
 AA6828
 AA6828  ELLIP H (02/03/97)  155.73   (m)                       GP(       ) 4 1
 AA6828  NAD 83(1986)-  42 21 30.32580(N)    083 06 20.09735(W) AD(       ) 1
 AA6828
 AA6828.Superseded values are not recommended for survey control.
 AA6828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6828.See file dsdata.txt to determine how the superseded data were derived.
 AA6828
 AA6828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2660091720(NAD 83)
 AA6828_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6828_STAMPING: 21-252A 1960
 AA6828_MARK LOGO: MI-163
 AA6828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6828+STABILITY: SURFACE MOTION
 AA6828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6828+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6828
 AA6828  HISTORY     - Date     Condition        Report By
 AA6828  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6828
 AA6828                          STATION DESCRIPTION
 AA6828
 AA6828'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6828'STATION IS LOCATED ABOUT 4 MILESNORTHWEST OF DOWNTOWN DETROIT ON GRAND
 AA6828'BOULEVARD AT WILDEMERE STREET. TO REACH FROM US-10 (LODGE FREEWAY) AND
 AA6828'GRAND BOULEVARD PROCEED SOUTHWESTERLY 1.3 MILESON GRAND BOULEVARD TO
 AA6828'WILDEMERE STREET AND THE STATION AT THE NORTHEAST QUADRANT. THE
 AA6828'STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6828'INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH
 AA6828'WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE
 AA6828'INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF GRAND BOULEVARD IS S 0
 AA6828'W, 27.4 FEET,  CENTERLINE OF WILDEMERE STREET IS N 90 W, 16.2 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0403 ***********************************************************************
 OK0403  DESIGNATION -  21 A
 OK0403  PID         -  OK0403
 OK0403  STATE/COUNTY-  MI/KENT
 OK0403  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0403
 OK0403                         *CURRENT SURVEY CONTROL
 OK0403  ___________________________________________________________________
 OK0403* NAD 83(1986)-  43 01 46.     (N)    085 42 13.     (W)     SCALED    
 OK0403* NAVD 88     -       247.501  (meters)     812.01   (feet)  ADJUSTED  
 OK0403  ___________________________________________________________________
 OK0403  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0403  DYNAMIC HT  -         247.439 (meters)     811.81  (feet)  COMP
 OK0403  MODELED GRAV-     980,364.5   (mgal)                       NAVD 88
 OK0403
 OK0403  VERT ORDER  -  SECOND    CLASS 0
 OK0403
 OK0403.The horizontal coordinates were scaled from a topographic map and have
 OK0403.an estimated accuracy of +/- 6 seconds.
 OK0403
 OK0403.The orthometric height was determined by differential leveling
 OK0403.and adjusted by the National Geodetic Survey in June 1991..
 OK0403
 OK0403.The geoid height was determined by GEOID03.
 OK0403
 OK0403.The dynamic height is computed by dividing the NAVD 88
 OK0403.geopotential number by the normal gravity value computed on the
 OK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0403.degrees latitude (g = 980.6199 gals.).
 OK0403
 OK0403.The modeled gravity was interpolated from observed gravity values.
 OK0403
 OK0403;                    North         East    Units  Estimated Accuracy
 OK0403;SPC MI S     -   170,750.    3,891,050.      MT  (+/- 180 meters Scaled)
 OK0403
 OK0403                          SUPERSEDED SURVEY CONTROL
 OK0403
 OK0403  NGVD 29 (??/??/92)  247.637  (m)          812.46   (f) ADJ UNCH    2 0
 OK0403
 OK0403.Superseded values are not recommended for survey control.
 OK0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0403.See file dsdata.txt to determine how the superseded data were derived.
 OK0403
 OK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN056649(NAD 83)
 OK0403_MARKER: DD = SURVEY DISK
 OK0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0403_STAMPING: 21 A 1933
 OK0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0403+STABILITY: SURFACE MOTION
 OK0403
 OK0403  HISTORY     - Date     Condition        Report By
 OK0403  HISTORY     - 1933     MONUMENTED       MIGS
 OK0403  HISTORY     - 1941     GOOD             NGS
 OK0403  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0403  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0403  HISTORY     - 20030917 MARK NOT FOUND   INDIV
 OK0403
 OK0403                          STATION DESCRIPTION
 OK0403
 OK0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0403'2.6 MI W FROM COMSTOCK PARK.
 OK0403'2.6 MILES WEST ALONG THE WALKER ROAD FROM MARNE FROM THE
 OK0403'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY,
 OK0403'142 FEET NORTH OF CONSUMERS POWER COMPANY STEEL TOWER 321, 85
 OK0403'FEET NORTHEAST OF A 24-INCH APPLE TREE, 77 FEET EAST OF ANOTHER
 OK0403'24-INCH APPLE TREE, AND 2 FEET WEST OF THE EAST HIGHWAY FENCE,
 OK0403'20 FEET EAST OF CENTERLINE OF THE ROAD AND ABOUT 0.2 MILE NORTH
 OK0403'OF SW COR. SEC. 35 ALPINE TOWNSHIP.  A STATE SURVEY STANDARD
 OK0403'DISK, STAMPED 21 A 1933 AND SET IN THE TOP OF A CONCRETE POST
 OK0403'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OK0403
 OK0403                          STATION RECOVERY (1967)
 OK0403
 OK0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0403'MARK NOT FOUND.
 OK0403
 OK0403                          STATION RECOVERY (1984)
 OK0403
 OK0403'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0403'MARK NOT FOUND.
 OK0403
 OK0403                          STATION RECOVERY (2003)
 OK0403
 OK0403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 OK0403'ALL REFERENCES TO MARK ARE GONE. LOCATION OF MARK WOULD BE IN ROAD
 OK0403'DITCH MORE OR LESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0820 ***********************************************************************
 NF0820  DESIGNATION -  21 A 1
 NF0820  PID         -  NF0820
 NF0820  STATE/COUNTY-  MI/KENT
 NF0820  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0820
 NF0820                         *CURRENT SURVEY CONTROL
 NF0820  ___________________________________________________________________
 NF0820* NAD 83(1986)-  42 59 44.     (N)    085 43 39.     (W)     SCALED    
 NF0820* NAVD 88     -       235.575  (meters)     772.88   (feet)  ADJUSTED  
 NF0820  ___________________________________________________________________
 NF0820  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF0820  DYNAMIC HT  -         235.517 (meters)     772.69  (feet)  COMP
 NF0820  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 NF0820
 NF0820  VERT ORDER  -  SECOND    CLASS 0
 NF0820
 NF0820.The horizontal coordinates were scaled from a topographic map and have
 NF0820.an estimated accuracy of +/- 6 seconds.
 NF0820
 NF0820.The orthometric height was determined by differential leveling
 NF0820.and adjusted by the National Geodetic Survey in June 1991..
 NF0820
 NF0820.The geoid height was determined by GEOID03.
 NF0820
 NF0820.The dynamic height is computed by dividing the NAVD 88
 NF0820.geopotential number by the normal gravity value computed on the
 NF0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0820.degrees latitude (g = 980.6199 gals.).
 NF0820
 NF0820.The modeled gravity was interpolated from observed gravity values.
 NF0820
 NF0820;                    North         East    Units  Estimated Accuracy
 NF0820;SPC MI S     -   167,020.    3,889,040.      MT  (+/- 180 meters Scaled)
 NF0820
 NF0820                          SUPERSEDED SURVEY CONTROL
 NF0820
 NF0820  NGVD 29 (??/??/92)  235.712  (m)          773.33   (f) ADJ UNCH    2 0
 NF0820
 NF0820.Superseded values are not recommended for survey control.
 NF0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0820.See file dsdata.txt to determine how the superseded data were derived.
 NF0820
 NF0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN037611(NAD 83)
 NF0820_MARKER: DD = SURVEY DISK
 NF0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0820_STAMPING: 21 A 1
 NF0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0820+STABILITY: SURFACE MOTION
 NF0820
 NF0820  HISTORY     - Date     Condition        Report By
 NF0820  HISTORY     - UNK      MONUMENTED       MIGS
 NF0820  HISTORY     - 1941     GOOD             NGS
 NF0820  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0820
 NF0820                          STATION DESCRIPTION
 NF0820
 NF0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0820'4.5 MI SW FROM COMSTOCK PARK.
 NF0820'4.5 MILES SOUTHWEST ALONG A ROAD FROM COMSTOCK PARK, KENT
 NF0820'COUNTY, 2 MILES WEST OF THE CROSSING OF THE GRAND TRUNK RAILWAY
 NF0820'AND THE NORTH CITY LIMITS OF GRAND RAPIDS, IN WALKER TOWNSHIP,
 NF0820'IN THE N.E. 1/4 OF N.E. 1/4, SEC. 16, T. 7 N., R. 12 W., IN
 NF0820'THE YARD OF A.G. MOORLAND, 113 FEET NORTHEAST OF THE CENTERLINE
 NF0820'OF A DIAGONAL ROAD, 87 FEET NORTHEAST OF A 14-INCH MAPLE TREE,
 NF0820'29 FEET EAST OF A 36-INCH OAK TREE, AND 12 FEET NORTH OF THE
 NF0820'NORTHWEST CORNER OF THE RESIDENCE.  A STATE SURVEY STANDARD
 NF0820'DISK, STAMPED 21 A 1 AND SET IN THE TOP OF A CONCRETE POST
 NF0820'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0820
 NF0820                          STATION RECOVERY (1999)
 NF0820
 NF0820'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0820'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0819 ***********************************************************************
 NF0819  DESIGNATION -  21 B 1
 NF0819  PID         -  NF0819
 NF0819  STATE/COUNTY-  MI/KENT
 NF0819  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0819
 NF0819                         *CURRENT SURVEY CONTROL
 NF0819  ___________________________________________________________________
 NF0819* NAD 83(1986)-  42 59 11.     (N)    085 44 44.     (W)     SCALED    
 NF0819* NAVD 88     -       224.319  (meters)     735.95   (feet)  ADJUSTED  
 NF0819  ___________________________________________________________________
 NF0819  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF0819  DYNAMIC HT  -         224.263 (meters)     735.77  (feet)  COMP
 NF0819  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 NF0819
 NF0819  VERT ORDER  -  SECOND    CLASS 0
 NF0819
 NF0819.The horizontal coordinates were scaled from a topographic map and have
 NF0819.an estimated accuracy of +/- 6 seconds.
 NF0819
 NF0819.The orthometric height was determined by differential leveling
 NF0819.and adjusted by the National Geodetic Survey in June 1991..
 NF0819
 NF0819.The geoid height was determined by GEOID03.
 NF0819
 NF0819.The dynamic height is computed by dividing the NAVD 88
 NF0819.geopotential number by the normal gravity value computed on the
 NF0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0819.degrees latitude (g = 980.6199 gals.).
 NF0819
 NF0819.The modeled gravity was interpolated from observed gravity values.
 NF0819
 NF0819;                    North         East    Units  Estimated Accuracy
 NF0819;SPC MI S     -   166,030.    3,887,560.      MT  (+/- 180 meters Scaled)
 NF0819
 NF0819                          SUPERSEDED SURVEY CONTROL
 NF0819
 NF0819  NGVD 29 (??/??/92)  224.457  (m)          736.41   (f) ADJ UNCH    2 0
 NF0819
 NF0819.Superseded values are not recommended for survey control.
 NF0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0819.See file dsdata.txt to determine how the superseded data were derived.
 NF0819
 NF0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN022600(NAD 83)
 NF0819_MARKER: DD = SURVEY DISK
 NF0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0819_STAMPING: 21 B 1
 NF0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0819+STABILITY: SURFACE MOTION
 NF0819
 NF0819  HISTORY     - Date     Condition        Report By
 NF0819  HISTORY     - UNK      MONUMENTED       MIGS
 NF0819  HISTORY     - 1941     GOOD             NGS
 NF0819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NF0819  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0819
 NF0819                          STATION DESCRIPTION
 NF0819
 NF0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0819'2 MI W FROM GRAND RAPIDS.
 NF0819'2 MILES WEST ALONG A ROAD FROM GRAND RAPIDS, KENT COUNTY, IN
 NF0819'WALKER TOWNSHIP, IN THE N.E. 1/4 OF N.E. 1/4, SEC. 20, T. 7 N.,
 NF0819'R. 12 W., ABOUT 345 FEET SOUTH OF LEONARD STREET, 175 FEET
 NF0819'WEST OF KUSTERER AVE., IN THE BARNYARD OF A. KRAGT, 68.4 FEET
 NF0819'NORTH OF A GARAGE, 38.3 FEET NORTHWEST OF ANOTHER GARAGE, AND
 NF0819'15. FEET WEST OF A FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0819'21 B 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NF0819'3 INCHES ABOVE GROUND.  NOTE-- BARN AND BARNYARD ARE GONE AND
 NF0819'ALSO GARAGE 68.4 FT NORTH.  PROPERTY OWNED BY MR. SAVAGE NOW.
 NF0819
 NF0819                          STATION RECOVERY (1990)
 NF0819
 NF0819'RECOVERY NOTE BY US POWER SQUADRON 1990 (MWW)
 NF0819'MARK NOT FOUND.
 NF0819
 NF0819                          STATION RECOVERY (1999)
 NF0819
 NF0819'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0819'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0818 ***********************************************************************
 NF0818  DESIGNATION -  21 C 1
 NF0818  PID         -  NF0818
 NF0818  STATE/COUNTY-  MI/KENT
 NF0818  USGS QUAD   -  GRANDVILLE (1981)
 NF0818
 NF0818                         *CURRENT SURVEY CONTROL
 NF0818  ___________________________________________________________________
 NF0818* NAD 83(1986)-  42 58 23.     (N)    085 45 41.     (W)     SCALED    
 NF0818* NAVD 88     -       225.163  (meters)     738.72   (feet)  ADJUSTED  
 NF0818  ___________________________________________________________________
 NF0818  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0818  DYNAMIC HT  -         225.107 (meters)     738.54  (feet)  COMP
 NF0818  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 NF0818
 NF0818  VERT ORDER  -  SECOND    CLASS 0
 NF0818
 NF0818.The horizontal coordinates were scaled from a topographic map and have
 NF0818.an estimated accuracy of +/- 6 seconds.
 NF0818
 NF0818.The orthometric height was determined by differential leveling
 NF0818.and adjusted by the National Geodetic Survey in June 1991..
 NF0818
 NF0818.The geoid height was determined by GEOID03.
 NF0818
 NF0818.The dynamic height is computed by dividing the NAVD 88
 NF0818.geopotential number by the normal gravity value computed on the
 NF0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0818.degrees latitude (g = 980.6199 gals.).
 NF0818
 NF0818.The modeled gravity was interpolated from observed gravity values.
 NF0818
 NF0818;                    North         East    Units  Estimated Accuracy
 NF0818;SPC MI S     -   164,570.    3,886,240.      MT  (+/- 180 meters Scaled)
 NF0818
 NF0818                          SUPERSEDED SURVEY CONTROL
 NF0818
 NF0818  NGVD 29 (??/??/92)  225.301  (m)          739.17   (f) ADJ UNCH    2 0
 NF0818
 NF0818.Superseded values are not recommended for survey control.
 NF0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0818.See file dsdata.txt to determine how the superseded data were derived.
 NF0818
 NF0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN010585(NAD 83)
 NF0818_MARKER: DD = SURVEY DISK
 NF0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0818_STAMPING: 21 C 1
 NF0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0818+STABILITY: SURFACE MOTION
 NF0818
 NF0818  HISTORY     - Date     Condition        Report By
 NF0818  HISTORY     - UNK      MONUMENTED       MIGS
 NF0818  HISTORY     - 1941     MARK NOT FOUND   NGS
 NF0818  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0818
 NF0818                          STATION DESCRIPTION
 NF0818
 NF0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0818'2.2 MI W FROM GRAND RAPIDS.
 NF0818'2.2 MILES WEST ALONG STATE HIGHWAY 50 FROM GRAND RAPIDS, KENT
 NF0818'COUNTY, IN WALKER TOWNSHIP, IN THE S.W. 1/4, SEC. 20, T. 7 N.
 NF0818'R., R. 12 W., 171.5 FEET WEST OF THE CONSUMERS POWER CO. TOWER
 NF0818'4724, ABOUT 150 FEET WEST OF THE CONSUMERS POWER CO. RIGHT
 NF0818'OF WAY, 24.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 66.2
 NF0818'FEET NORTHWEST OF A POLE, AND 25.5 FEET SOUTHEAST OF ANOTHER
 NF0818'POLE.  A STATE SURVEY STANDARD DISK, STAMPED 21 C 1 AND SET IN
 NF0818'THE TOP OF A CONCRETE POST BURIED ABOUT 1 FOOT BELOW GROUND.
 NF0818'NOTE-- IF MARK IS HERE YET IT MUST BE UNDER ROAD SHOULDER.
 NF0818'THIS ROAD HAS A 40 FT CONCRETE PAVEMENT WITH 6 FT EARTH SHOULDERS.
 NF0818'24.7 FT NORTH OF ROAD CENTERLINE WOULD BE 4.7 FT OFF EDGE OF
 NF0818'PAVEMENT.
 NF0818
 NF0818                          STATION RECOVERY (1999)
 NF0818
 NF0818'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0818'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0406 ***********************************************************************
 OK0406  DESIGNATION -  21 D
 OK0406  PID         -  OK0406
 OK0406  STATE/COUNTY-  MI/KENT
 OK0406  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0406
 OK0406                         *CURRENT SURVEY CONTROL
 OK0406  ___________________________________________________________________
 OK0406* NAD 83(1986)-  43 01 47.     (N)    085 43 28.     (W)     SCALED    
 OK0406* NAVD 88     -       234.486  (meters)     769.31   (feet)  ADJUSTED  
 OK0406  ___________________________________________________________________
 OK0406  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0406  DYNAMIC HT  -         234.428 (meters)     769.12  (feet)  COMP
 OK0406  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OK0406
 OK0406  VERT ORDER  -  SECOND    CLASS 0
 OK0406
 OK0406.The horizontal coordinates were scaled from a topographic map and have
 OK0406.an estimated accuracy of +/- 6 seconds.
 OK0406
 OK0406.The orthometric height was determined by differential leveling
 OK0406.and adjusted by the National Geodetic Survey in June 1991..
 OK0406
 OK0406.The geoid height was determined by GEOID03.
 OK0406
 OK0406.The dynamic height is computed by dividing the NAVD 88
 OK0406.geopotential number by the normal gravity value computed on the
 OK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0406.degrees latitude (g = 980.6199 gals.).
 OK0406
 OK0406.The modeled gravity was interpolated from observed gravity values.
 OK0406
 OK0406;                    North         East    Units  Estimated Accuracy
 OK0406;SPC MI S     -   170,810.    3,889,350.      MT  (+/- 180 meters Scaled)
 OK0406
 OK0406                          SUPERSEDED SURVEY CONTROL
 OK0406
 OK0406  NGVD 29 (??/??/92)  234.623  (m)          769.76   (f) ADJ UNCH    2 0
 OK0406
 OK0406.Superseded values are not recommended for survey control.
 OK0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0406.See file dsdata.txt to determine how the superseded data were derived.
 OK0406
 OK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN039649(NAD 83)
 OK0406_MARKER: DD = SURVEY DISK
 OK0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0406_STAMPING: 21 D 1933
 OK0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0406+STABILITY: SURFACE MOTION
 OK0406
 OK0406  HISTORY     - Date     Condition        Report By
 OK0406  HISTORY     - 1933     MONUMENTED       MIGS
 OK0406  HISTORY     - 1941     GOOD             NGS
 OK0406  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0406  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0406  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 OK0406
 OK0406                          STATION DESCRIPTION
 OK0406
 OK0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0406'3.1 MI W FROM COMSTOCK PARK.
 OK0406'3.10 MILES WEST ALONG THE WALKER ROAD TO MARNE FROM A POINT
 OK0406'IN COMSTOCK PARK, KENT COUNTY, WHERE THE PENNSYLVANIA RAILROAD
 OK0406'STATION USED TO STAND, 0.30 MILE WEST OF THE S QUARTER OF
 OK0406'SECTION 34, T. 8 N., R. 12 W., ALPINE TOWNSHIP, 144.4 FEET
 OK0406'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE OWNED BY WM. KOSTER
 OK0406'(MEAS. FROM HOUSE FOUNDATION), 20 FEET SOUTH OF CENTERLINE OF
 OK0406'THE ROAD, 12 FEET NORTHWEST OF 36 INCH MAPLE TREE AND LOCATED
 OK0406'BETWEEN THE LAST TWO TREES AT WEST END OF ROW.  A STATE SURVEY
 OK0406'STANDARD DISK, STAMPED 21 D 1933 AND SET IN THE TOP OF A CONCRETE
 OK0406'POST FLUSH WITH THE GROUND.
 OK0406
 OK0406                          STATION RECOVERY (1967)
 OK0406
 OK0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0406'MARK NOT FOUND.
 OK0406
 OK0406                          STATION RECOVERY (1984)
 OK0406
 OK0406'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0406'MARK NOT FOUND.
 OK0406
 OK0406                          STATION RECOVERY (1999)
 OK0406
 OK0406'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0817 ***********************************************************************
 NF0817  DESIGNATION -  21 D 1
 NF0817  PID         -  NF0817
 NF0817  STATE/COUNTY-  MI/OTTAWA
 NF0817  USGS QUAD   -  GRANDVILLE (1981)
 NF0817
 NF0817                         *CURRENT SURVEY CONTROL
 NF0817  ___________________________________________________________________
 NF0817* NAD 83(1986)-  42 58 20.     (N)    085 47 25.     (W)     SCALED    
 NF0817* NAVD 88     -       227.038  (meters)     744.87   (feet)  ADJUSTED  
 NF0817  ___________________________________________________________________
 NF0817  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0817  DYNAMIC HT  -         226.981 (meters)     744.69  (feet)  COMP
 NF0817  MODELED GRAV-     980,364.9   (mgal)                       NAVD 88
 NF0817
 NF0817  VERT ORDER  -  SECOND    CLASS 0
 NF0817
 NF0817.The horizontal coordinates were scaled from a topographic map and have
 NF0817.an estimated accuracy of +/- 6 seconds.
 NF0817
 NF0817.The orthometric height was determined by differential leveling
 NF0817.and adjusted by the National Geodetic Survey in June 1991..
 NF0817
 NF0817.The geoid height was determined by GEOID03.
 NF0817
 NF0817.The dynamic height is computed by dividing the NAVD 88
 NF0817.geopotential number by the normal gravity value computed on the
 NF0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0817.degrees latitude (g = 980.6199 gals.).
 NF0817
 NF0817.The modeled gravity was interpolated from observed gravity values.
 NF0817
 NF0817;                    North         East    Units  Estimated Accuracy
 NF0817;SPC MI S     -   164,510.    3,883,880.      MT  (+/- 180 meters Scaled)
 NF0817
 NF0817                          SUPERSEDED SURVEY CONTROL
 NF0817
 NF0817  NGVD 29 (??/??/92)  227.175  (m)          745.32   (f) ADJ UNCH    2 0
 NF0817
 NF0817.Superseded values are not recommended for survey control.
 NF0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0817.See file dsdata.txt to determine how the superseded data were derived.
 NF0817
 NF0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN986584(NAD 83)
 NF0817_MARKER: DD = SURVEY DISK
 NF0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0817_STAMPING: 21 D 1
 NF0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0817+STABILITY: SURFACE MOTION
 NF0817
 NF0817  HISTORY     - Date     Condition        Report By
 NF0817  HISTORY     - UNK      MONUMENTED       MIGS
 NF0817  HISTORY     - 1954     GOOD             NGS
 NF0817  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NF0817  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0817
 NF0817                          STATION DESCRIPTION
 NF0817
 NF0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NF0817'3.8 MI W FROM GRAND RAPIDS.
 NF0817'IN OTTAWA COUNTY, 3.8 MILES WEST ALONG STATE HIGHWAY 50 FROM
 NF0817'GRAND RAPIDS, KENT COUNTY, 5 MILES NORTHWEST ALONG A ROAD FROM
 NF0817'GRANDVILLE, KENT COUNTY, IN TALLMADGE TOWNSHIP, IN THE N.E.
 NF0817'1/4, SEC. 25, T. 7 N., R. 13 W., ABOUT 390 FEET WEST OF THE
 NF0817'GRAVEL ROAD ALONG THE WEST SIDE OF THE ROSEDALE MEMORIAL CEMETERY,
 NF0817'57.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 143 FEET SOUTH
 NF0817'OF A 24-INCH HICKORY TREE, AND 93 FEET SOUTH OF A 24-INCH
 NF0817'MAPLE TREE.  A STATE SURVEY STANDARD DISK, STAMPED 21 D 1 AND
 NF0817'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES
 NF0817'ABOVE GROUND.
 NF0817
 NF0817                          STATION RECOVERY (1984)
 NF0817
 NF0817'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0817'MARK NOT FOUND.
 NF0817
 NF0817                          STATION RECOVERY (2005)
 NF0817
 NF0817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0817'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0407 ***********************************************************************
 OK0407  DESIGNATION -  21 E
 OK0407  PID         -  OK0407
 OK0407  STATE/COUNTY-  MI/KENT
 OK0407  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0407
 OK0407                         *CURRENT SURVEY CONTROL
 OK0407  ___________________________________________________________________
 OK0407* NAD 83(1986)-  43 01 48.     (N)    085 43 47.     (W)     SCALED    
 OK0407* NAVD 88     -       227.501  (meters)     746.39   (feet)  ADJUSTED  
 OK0407  ___________________________________________________________________
 OK0407  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0407  DYNAMIC HT  -         227.444 (meters)     746.21  (feet)  COMP
 OK0407  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OK0407
 OK0407  VERT ORDER  -  SECOND    CLASS 0
 OK0407
 OK0407.The horizontal coordinates were scaled from a topographic map and have
 OK0407.an estimated accuracy of +/- 6 seconds.
 OK0407
 OK0407.The orthometric height was determined by differential leveling
 OK0407.and adjusted by the National Geodetic Survey in June 1991..
 OK0407
 OK0407.The geoid height was determined by GEOID03.
 OK0407
 OK0407.The dynamic height is computed by dividing the NAVD 88
 OK0407.geopotential number by the normal gravity value computed on the
 OK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0407.degrees latitude (g = 980.6199 gals.).
 OK0407
 OK0407.The modeled gravity was interpolated from observed gravity values.
 OK0407
 OK0407;                    North         East    Units  Estimated Accuracy
 OK0407;SPC MI S     -   170,850.    3,888,920.      MT  (+/- 180 meters Scaled)
 OK0407
 OK0407                          SUPERSEDED SURVEY CONTROL
 OK0407
 OK0407  NGVD 29 (??/??/92)  227.638  (m)          746.84   (f) ADJ UNCH    2 0
 OK0407
 OK0407.Superseded values are not recommended for survey control.
 OK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0407.See file dsdata.txt to determine how the superseded data were derived.
 OK0407
 OK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN034649(NAD 83)
 OK0407_MARKER: DD = SURVEY DISK
 OK0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0407_STAMPING: 21 E 1933
 OK0407_MARK LOGO: MIGS  
 OK0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0407+STABILITY: SURFACE MOTION
 OK0407
 OK0407  HISTORY     - Date     Condition        Report By
 OK0407  HISTORY     - 1933     MONUMENTED       MIGS
 OK0407  HISTORY     - 1941     GOOD             NGS
 OK0407  HISTORY     - 1984     GOOD             USPSQD
 OK0407  HISTORY     - 19961107 MARK NOT FOUND   LOCENG
 OK0407
 OK0407                          STATION DESCRIPTION
 OK0407
 OK0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0407'4 MI W FROM COMSTOCK PARK.
 OK0407'4.0 MILES WEST ALONG THE WALKER ROAD TO MARNE FROM THE
 OK0407'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY,
 OK0407'100 FEET EAST OF THE JUNCTION OF COUNTY HIGHWAY 639, 70 FEET
 OK0407'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ELM SPRING STORE, 60
 OK0407'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP OF A
 OK0407'HOUSE, 26 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 6 FEET
 OK0407'EAST OF THE DRIVEWAY TO THE HOUSE OF C.E. WILDER.  A STATE
 OK0407'SURVEY STANDARD DISK, STAMPED 21 E 1933 AND SET IN THE TOP OF A
 OK0407'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OK0407
 OK0407                          STATION RECOVERY (1984)
 OK0407
 OK0407'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0407'THIS BENCH MARK WAS FOUND 1/2 MILE EAST OF THE LOCATION GIVEN IN THE
 OK0407'ORIGINAL DEScRIPTION. THE LOCATED IS TWO MILES WEST OF ALPINE AVE.,
 OK0407'ALONG FOUR MILE ROAD, 25 1/2 FEET NORTH OF CENTERLINE OF FOUR MILE
 OK0407'ROAD, 152 FEET EAST OF CENTERLINE OF WALKER ROAD, 73 FEET
 OK0407'EAST-SOUTHEAST OF SOUTHEAST CORNER OF STORE BLDG., 20 FEET WEST AND
 OK0407'ACROSS GRAVEL DRIVE FROM 18 INCH MAPLE TREE.
 OK0407
 OK0407                          STATION RECOVERY (1996)
 OK0407
 OK0407'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (AWB)
 OK0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0816 ***********************************************************************
 NF0816  DESIGNATION -  21 E 1
 NF0816  PID         -  NF0816
 NF0816  STATE/COUNTY-  MI/OTTAWA
 NF0816  USGS QUAD   -  GRANDVILLE (1981)
 NF0816
 NF0816                         *CURRENT SURVEY CONTROL
 NF0816  ___________________________________________________________________
 NF0816* NAD 83(1986)-  42 58 22.     (N)    085 48 22.     (W)     SCALED    
 NF0816* NAVD 88     -       218.588  (meters)     717.15   (feet)  ADJUSTED  
 NF0816  ___________________________________________________________________
 NF0816  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0816  DYNAMIC HT  -         218.533 (meters)     716.97  (feet)  COMP
 NF0816  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 NF0816
 NF0816  VERT ORDER  -  SECOND    CLASS 0
 NF0816
 NF0816.The horizontal coordinates were scaled from a topographic map and have
 NF0816.an estimated accuracy of +/- 6 seconds.
 NF0816
 NF0816.The orthometric height was determined by differential leveling
 NF0816.and adjusted by the National Geodetic Survey in June 1991..
 NF0816
 NF0816.The geoid height was determined by GEOID03.
 NF0816
 NF0816.The dynamic height is computed by dividing the NAVD 88
 NF0816.geopotential number by the normal gravity value computed on the
 NF0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0816.degrees latitude (g = 980.6199 gals.).
 NF0816
 NF0816.The modeled gravity was interpolated from observed gravity values.
 NF0816
 NF0816;                    North         East    Units  Estimated Accuracy
 NF0816;SPC MI S     -   164,600.    3,882,590.      MT  (+/- 180 meters Scaled)
 NF0816
 NF0816                          SUPERSEDED SURVEY CONTROL
 NF0816
 NF0816  NGVD 29 (??/??/92)  218.726  (m)          717.60   (f) ADJ UNCH    2 0
 NF0816
 NF0816.Superseded values are not recommended for survey control.
 NF0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0816.See file dsdata.txt to determine how the superseded data were derived.
 NF0816
 NF0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN973584(NAD 83)
 NF0816_MARKER: DD = SURVEY DISK
 NF0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0816_STAMPING: 21 E 1
 NF0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0816+STABILITY: SURFACE MOTION
 NF0816
 NF0816  HISTORY     - Date     Condition        Report By
 NF0816  HISTORY     - UNK      MONUMENTED       MIGS
 NF0816  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0816  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0816
 NF0816                          STATION DESCRIPTION
 NF0816
 NF0816'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0816'4.5 MI S FROM MARNE.
 NF0816'4.5 MILES SOUTH ALONG A ROAD FROM MARNE, OTTAWA COUNTY, 4.5
 NF0816'MILES WEST ALONG STATE HIGHWAY 50 FROM THE CITY LIMITS AT
 NF0816'GRAND RAPIDS, KENT COUNTY, IN TALLMADGE TOWNSHIP, IN THE S.E.
 NF0816'1/4 OF S.E. 1/4, SEC. 23, T. 7 N., R. 13 W., 0.1 MILE WEST OF
 NF0816'THE SOUTHEAST CORNER OF SEC. 23, 30.6 FEET NORTH OF THE CENTERLINE
 NF0816'OF THE HIGHWAY, 137.7 FEET NORTHEAST OF A 12-INCH APPLE TREE,
 NF0816'117 FEET NORTH OF A 20-INCH APPLE TREE, AND 78.5 FEET WEST OF
 NF0816'AN 8-INCH OAK TREE.  A STATE SURVEY STANDARD DISK, STAMPED
 NF0816'21 E 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 NF0816'3 INCHES ABOVE GROUND.
 NF0816
 NF0816                          STATION RECOVERY (2004)
 NF0816
 NF0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0816'M-45 HAS BEEN WIDENED. THE MARK WOULD FALL IN THE PAVED SHOULDER IF IT
 NF0816'WAS IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3935 ***********************************************************************
 AE3935  DESIGNATION -  21 E RESET
 AE3935  PID         -  AE3935
 AE3935  STATE/COUNTY-  MI/KENT
 AE3935  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 AE3935
 AE3935                         *CURRENT SURVEY CONTROL
 AE3935  ___________________________________________________________________
 AE3935* NAD 83(1986)-  43 01 48.     (N)    085 43 47.     (W)     SCALED    
 AE3935* NAVD 88     -       227.68   (meters)     747.0    (feet)  RESET     
 AE3935  ___________________________________________________________________
 AE3935  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AE3935
 AE3935  VERT ORDER  -  THIRD
 AE3935
 AE3935.The horizontal coordinates were scaled from a topographic map and have
 AE3935.an estimated accuracy of +/- 6 seconds.
 AE3935
 AE3935.The orthometric height was computed from unverified reset data.
 AE3935
 AE3935.The geoid height was determined by GEOID03.
 AE3935
 AE3935;                    North         East    Units  Estimated Accuracy
 AE3935;SPC MI S     -   170,850.    3,888,920.      MT  (+/- 180 meters Scaled)
 AE3935
 AE3935                          SUPERSEDED SURVEY CONTROL
 AE3935
 AE3935.No superseded survey control is available for this station.
 AE3935
 AE3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN034649(NAD 83)
 AE3935_MARKER: DB = BENCH MARK DISK
 AE3935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3935_STAMPING: 21 E RESET 1996
 AE3935_MARK LOGO: NGS   
 AE3935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3935+STABILITY: SURFACE MOTION
 AE3935
 AE3935  HISTORY     - Date     Condition        Report By
 AE3935  HISTORY     - 1996     MONUMENTED       LOCENG
 AE3935  HISTORY     - 19991009 GOOD             USPSQD
 AE3935
 AE3935                          STATION DESCRIPTION
 AE3935
 AE3935'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (AWB)
 AE3935'STATION IS LOCATED IN KENT COUNTY, ALPINE TOWNSHIP, NEAR THE SOUTHWEST
 AE3935'CORNER OF SECTION 34, T-8-N, R-12-W.  TO REACH FROM THE JUNCTION OF
 AE3935'U.S.  HIGHWAY 37 AND INTERSTATE HIGHWAY 96 NEAR THE NORTH SIDE OF
 AE3935'GRAND RAPIDS, GO NORTH ON HIGHWAY 37 FOR ABOUT 0.75 MI (1.21 KM) TO
 AE3935'THE CROSSING OF FOUR MILE ROAD.  TURN LEFT AND GO WEST ON FOUR MILE
 AE3935'ROAD FOR 2.0 MI (3.2 KM) TO MARK ON LEFT JUST BEFORE REACHING THE
 AE3935'JUNCTION OF WALKER AVENUE.  IT IS 161.0 FT (49.1 M) EAST OF THE
 AE3935'CENTERLINE OF WALKER AVENUE, 78.6 FT (24.0 M) SOUTH OF WHERE THE
 AE3935'ORIGINAL STATION 21 E 1933 WAS, 53.0 FT (16.2 M) SOUTH OF THE
 AE3935'CENTERLINE OF FOUR MILE ROAD, 19.0 FT (5.8 M) EAST OF THE NORTH FACE
 AE3935'OF BUILDING NUMBER 2440, 5.5 FT (1.7 M) SOUTH OF A WITNESS POST AND
 AE3935'1.0 FT (0.3 M) NORTH OF A PLASTIC MARKER.
 AE3935
 AE3935                          STATION RECOVERY (1999)
 AE3935
 AE3935'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE3935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0408 ***********************************************************************
 OK0408  DESIGNATION -  21 F
 OK0408  PID         -  OK0408
 OK0408  STATE/COUNTY-  MI/KENT
 OK0408  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0408
 OK0408                         *CURRENT SURVEY CONTROL
 OK0408  ___________________________________________________________________
 OK0408* NAD 83(1986)-  43 01 48.     (N)    085 44 09.     (W)     SCALED    
 OK0408* NAVD 88     -       230.428  (meters)     756.00   (feet)  ADJUSTED  
 OK0408  ___________________________________________________________________
 OK0408  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0408  DYNAMIC HT  -         230.370 (meters)     755.81  (feet)  COMP
 OK0408  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OK0408
 OK0408  VERT ORDER  -  SECOND    CLASS 0
 OK0408
 OK0408.The horizontal coordinates were scaled from a topographic map and have
 OK0408.an estimated accuracy of +/- 6 seconds.
 OK0408
 OK0408.The orthometric height was determined by differential leveling
 OK0408.and adjusted by the National Geodetic Survey in June 1991..
 OK0408
 OK0408.The geoid height was determined by GEOID03.
 OK0408
 OK0408.The dynamic height is computed by dividing the NAVD 88
 OK0408.geopotential number by the normal gravity value computed on the
 OK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0408.degrees latitude (g = 980.6199 gals.).
 OK0408
 OK0408.The modeled gravity was interpolated from observed gravity values.
 OK0408
 OK0408;                    North         East    Units  Estimated Accuracy
 OK0408;SPC MI S     -   170,860.    3,888,430.      MT  (+/- 180 meters Scaled)
 OK0408
 OK0408                          SUPERSEDED SURVEY CONTROL
 OK0408
 OK0408  NGVD 29 (??/??/92)  230.564  (m)          756.44   (f) ADJ UNCH    2 0
 OK0408
 OK0408.Superseded values are not recommended for survey control.
 OK0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0408.See file dsdata.txt to determine how the superseded data were derived.
 OK0408
 OK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN029649(NAD 83)
 OK0408_MARKER: DD = SURVEY DISK
 OK0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0408_SP_SET: CONCRETE POST
 OK0408_STAMPING: 21 F 1933
 OK0408_MARK LOGO: MIGS  
 OK0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0408+STABILITY: SURFACE MOTION
 OK0408
 OK0408  HISTORY     - Date     Condition        Report By
 OK0408  HISTORY     - 1933     MONUMENTED       MIGS
 OK0408  HISTORY     - 1941     GOOD             NGS
 OK0408  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0408  HISTORY     - 19921001 POOR             LOCENG
 OK0408  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 OK0408
 OK0408                          STATION DESCRIPTION
 OK0408
 OK0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0408'4.3 MI NW FROM COMSTOCK PARK.
 OK0408'4.3 MILES NORTHWEST ALONG THE WALKER ROAD FROM THE PENNSYLVANIA
 OK0408'RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY, ON THE SOUTH
 OK0408'SIDE OF COUNTY HIGHWAY 639, 44 FEET NORTHEAST OF THE NORTHEAST
 OK0408'CORNER OF A BUILDING, 29 FEET EAST OF A 28-INCH MAPLE TREE, AND
 OK0408'3 FEET NORTH OF THE SOUTH ROAD FENCE IN FRONT OF THE PROPERTY
 OK0408'OWNED BY T.W. MARTINDALE.  A STATE SURVEY STANDARD DISK, STAMPED
 OK0408'21 F 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0408'ABOUT 3 INCHES ABOVE GROUND.
 OK0408
 OK0408                          STATION RECOVERY (1984)
 OK0408
 OK0408'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0408'MARK NOT FOUND.
 OK0408
 OK0408                          STATION RECOVERY (1992)
 OK0408
 OK0408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 OK0408'RECOVERED IN GOOD CONDITION.  NOTE--HAS BEEN HIT BUT STILL FLUSH AND
 OK0408'STRAIGHT.  ONLY PART OF CAP IS REMAINING AND ONLY THE 21 F CAN BE
 OK0408'READ ON DISK.
 OK0408
 OK0408                          STATION RECOVERY (1999)
 OK0408
 OK0408'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0815 ***********************************************************************
 NF0815  DESIGNATION -  21 F 1
 NF0815  PID         -  NF0815
 NF0815  STATE/COUNTY-  MI/OTTAWA
 NF0815  USGS QUAD   -  GRANDVILLE (1981)
 NF0815
 NF0815                         *CURRENT SURVEY CONTROL
 NF0815  ___________________________________________________________________
 NF0815* NAD 83(1986)-  42 58 25.     (N)    085 49 04.     (W)     SCALED    
 NF0815* NAVD 88     -       209.648  (meters)     687.82   (feet)  ADJUSTED  
 NF0815  ___________________________________________________________________
 NF0815  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0815  DYNAMIC HT  -         209.595 (meters)     687.65  (feet)  COMP
 NF0815  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 NF0815
 NF0815  VERT ORDER  -  SECOND    CLASS 0
 NF0815
 NF0815.The horizontal coordinates were scaled from a topographic map and have
 NF0815.an estimated accuracy of +/- 6 seconds.
 NF0815
 NF0815.The orthometric height was determined by differential leveling
 NF0815.and adjusted by the National Geodetic Survey in June 1991..
 NF0815
 NF0815.The geoid height was determined by GEOID03.
 NF0815
 NF0815.The dynamic height is computed by dividing the NAVD 88
 NF0815.geopotential number by the normal gravity value computed on the
 NF0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0815.degrees latitude (g = 980.6199 gals.).
 NF0815
 NF0815.The modeled gravity was interpolated from observed gravity values.
 NF0815
 NF0815;                    North         East    Units  Estimated Accuracy
 NF0815;SPC MI S     -   164,710.    3,881,640.      MT  (+/- 180 meters Scaled)
 NF0815
 NF0815                          SUPERSEDED SURVEY CONTROL
 NF0815
 NF0815  NGVD 29 (??/??/92)  209.786  (m)          688.27   (f) ADJ UNCH    2 0
 NF0815
 NF0815.Superseded values are not recommended for survey control.
 NF0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0815.See file dsdata.txt to determine how the superseded data were derived.
 NF0815
 NF0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN964585(NAD 83)
 NF0815_MARKER: DD = SURVEY DISK
 NF0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0815_STAMPING: 21 F 1
 NF0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0815+STABILITY: SURFACE MOTION
 NF0815
 NF0815  HISTORY     - Date     Condition        Report By
 NF0815  HISTORY     - UNK      MONUMENTED       MIGS
 NF0815  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0815  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0815
 NF0815                          STATION DESCRIPTION
 NF0815
 NF0815'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0815'5 MI S FROM MARNE.
 NF0815'5 MILES SOUTH ALONG A ROAD FROM MARNE, OTTAWA COUNTY, 5.2 MILES
 NF0815'WEST ALONG STATE HIGHWAY 50 FROM THE CITY LIMITS OF GRAND
 NF0815'RAPIDS, KENT COUNTY, IN TALLMADGE TOWNSHIP, IN THE S.E. 1/4
 NF0815'OF S.W. 1/4, SEC. 23, T. 7 N., R. 13 W., 325 FEET NORTH OF
 NF0815'THE CENTERLINE OF THE HIGHWAY,  265 FEET EAST OF A BARN, 90.8
 NF0815'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE ALDRED RAPP
 NF0815'RESIDENCE, AND 26 FEET WEST OF THE CENTERLINE OF THE PRIVATE
 NF0815'DRIVE LEADING TO THE RESIDENCE.  A STATE SURVEY STANDARD DISK,
 NF0815'STAMPED 21 F 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0815'ABOUT 3 INCHES ABOVE GROUND.
 NF0815
 NF0815                          STATION RECOVERY (2004)
 NF0815
 NF0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0409 ***********************************************************************
 OK0409  DESIGNATION -  21 G
 OK0409  PID         -  OK0409
 OK0409  STATE/COUNTY-  MI/KENT
 OK0409  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0409
 OK0409                         *CURRENT SURVEY CONTROL
 OK0409  ___________________________________________________________________
 OK0409* NAD 83(1986)-  43 01 49.     (N)    085 44 59.     (W)     SCALED    
 OK0409* NAVD 88     -       248.345  (meters)     814.78   (feet)  ADJUSTED  
 OK0409  ___________________________________________________________________
 OK0409  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0409  DYNAMIC HT  -         248.283 (meters)     814.58  (feet)  COMP
 OK0409  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 OK0409
 OK0409  VERT ORDER  -  SECOND    CLASS 0
 OK0409
 OK0409.The horizontal coordinates were scaled from a topographic map and have
 OK0409.an estimated accuracy of +/- 6 seconds.
 OK0409
 OK0409.The orthometric height was determined by differential leveling
 OK0409.and adjusted by the National Geodetic Survey in June 1991..
 OK0409
 OK0409.The geoid height was determined by GEOID03.
 OK0409
 OK0409.The dynamic height is computed by dividing the NAVD 88
 OK0409.geopotential number by the normal gravity value computed on the
 OK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0409.degrees latitude (g = 980.6199 gals.).
 OK0409
 OK0409.The modeled gravity was interpolated from observed gravity values.
 OK0409
 OK0409;                    North         East    Units  Estimated Accuracy
 OK0409;SPC MI S     -   170,910.    3,887,300.      MT  (+/- 180 meters Scaled)
 OK0409
 OK0409                          SUPERSEDED SURVEY CONTROL
 OK0409
 OK0409  NGVD 29 (??/??/92)  248.480  (m)          815.22   (f) ADJ UNCH    2 0
 OK0409
 OK0409.Superseded values are not recommended for survey control.
 OK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0409.See file dsdata.txt to determine how the superseded data were derived.
 OK0409
 OK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN018649(NAD 83)
 OK0409_MARKER: DD = SURVEY DISK
 OK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0409_STAMPING: 21 G 1933
 OK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0409+STABILITY: SURFACE MOTION
 OK0409
 OK0409  HISTORY     - Date     Condition        Report By
 OK0409  HISTORY     - 1933     MONUMENTED       MIGS
 OK0409  HISTORY     - 1941     GOOD             NGS
 OK0409  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0409  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 OK0409  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0409
 OK0409                          STATION DESCRIPTION
 OK0409
 OK0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0409'5 MI NW FROM COMSTOCK PARK.
 OK0409'5.0 MILES NORTHWEST ALONG THE WALKER ROAD TO MARNE FROM THE
 OK0409'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY,
 OK0409'3.9 MILES SOUTHEAST OF THE GRAND TRUNK WESTERN RAILROAD STATION
 OK0409'AT MARNE, OTTAWA COUNTY, ON THE SOUTH SIDE OF COUNTY HIGHWAY
 OK0409'639, 305 FEET WEST OF THE SECTION CORNER COMMON TO SECS. 32 AND
 OK0409'33, T. 8 N., R. 12 W., ALPINE TOWNSHIP, 23 FEET NORTHEAST OF A
 OK0409'10-INCH APPLE TREE, AND 8 FEET SOUTH OF THE SOUTH ROAD DITCH.
 OK0409'A STATE SURVEY STANDARD DISK, STAMPED 21 G 1933 AND SET IN THE
 OK0409'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OK0409
 OK0409                          STATION RECOVERY (1984)
 OK0409
 OK0409'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0409'MARK NOT FOUND.
 OK0409
 OK0409                          STATION RECOVERY (1999)
 OK0409
 OK0409'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0409'MARK NOT FOUND.
 OK0409
 OK0409                          STATION RECOVERY (2001)
 OK0409
 OK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0814 ***********************************************************************
 NF0814  DESIGNATION -  21 G 1
 NF0814  PID         -  NF0814
 NF0814  STATE/COUNTY-  MI/OTTAWA
 NF0814  USGS QUAD   -  GRANDVILLE (1981)
 NF0814
 NF0814                         *CURRENT SURVEY CONTROL
 NF0814  ___________________________________________________________________
 NF0814* NAD 83(1986)-  42 58 22.     (N)    085 50 53.     (W)     SCALED    
 NF0814* NAVD 88     -       220.687  (meters)     724.04   (feet)  ADJUSTED  
 NF0814  ___________________________________________________________________
 NF0814  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0814  DYNAMIC HT  -         220.632 (meters)     723.86  (feet)  COMP
 NF0814  MODELED GRAV-     980,368.1   (mgal)                       NAVD 88
 NF0814
 NF0814  VERT ORDER  -  SECOND    CLASS 0
 NF0814
 NF0814.The horizontal coordinates were scaled from a topographic map and have
 NF0814.an estimated accuracy of +/- 6 seconds.
 NF0814
 NF0814.The orthometric height was determined by differential leveling
 NF0814.and adjusted by the National Geodetic Survey in June 1991..
 NF0814
 NF0814.The geoid height was determined by GEOID03.
 NF0814
 NF0814.The dynamic height is computed by dividing the NAVD 88
 NF0814.geopotential number by the normal gravity value computed on the
 NF0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0814.degrees latitude (g = 980.6199 gals.).
 NF0814
 NF0814.The modeled gravity was interpolated from observed gravity values.
 NF0814
 NF0814;                    North         East    Units  Estimated Accuracy
 NF0814;SPC MI S     -   164,660.    3,879,170.      MT  (+/- 180 meters Scaled)
 NF0814
 NF0814                          SUPERSEDED SURVEY CONTROL
 NF0814
 NF0814  NGVD 29 (??/??/92)  220.826  (m)          724.49   (f) ADJ UNCH    2 0
 NF0814
 NF0814.Superseded values are not recommended for survey control.
 NF0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0814.See file dsdata.txt to determine how the superseded data were derived.
 NF0814
 NF0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN939584(NAD 83)
 NF0814_MARKER: DD = SURVEY DISK
 NF0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0814_STAMPING: 21 G 1 1934
 NF0814_MARK LOGO: MIGS  
 NF0814_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0814+STABILITY: SURFACE MOTION
 NF0814
 NF0814  HISTORY     - Date     Condition        Report By
 NF0814  HISTORY     - 1934     MONUMENTED       CGS
 NF0814  HISTORY     - 1934     GOOD             NGS
 NF0814  HISTORY     - 1984     GOOD             USPSQD
 NF0814  HISTORY     - 1987     GOOD             USPSQD
 NF0814  HISTORY     - 19900328 GOOD             MIDT
 NF0814  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0814
 NF0814                          STATION DESCRIPTION
 NF0814
 NF0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0814'4 MI E FROM PEARLINE.
 NF0814'4 MILES EAST ALONG STATE HIGHWAY 50 FROM PEARLINE, OTTAWA
 NF0814'COUNTY, IN TALLMADGE TOWNSHIP, IN THE N.E. 1/4 OF N.E. 1/4,
 NF0814'SEC. 28, T. 7 N., R. 13 W., ON THE LAWN OF THE JOHN MAIS DWELLING,
 NF0814'200 FEET EAST OF A GRAVEL ROAD LEADING SOUTH, 110 FEET NORTHEAST
 NF0814'OF THE BARN, 36.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NF0814'THE DWELLING, AND 59.5 FEET WEST OF A 17-INCH APPLE TREE.  A
 NF0814'STATE SURVEY STANDARD DISK, STAMPED 21 G 1 AND SET IN THE TOP
 NF0814'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0814
 NF0814                          STATION RECOVERY (1984)
 NF0814
 NF0814'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0814'RECOVERED IN GOOD CONDITION.
 NF0814
 NF0814                          STATION RECOVERY (1987)
 NF0814
 NF0814'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0814'RECOVERED IN GOOD CONDITION.
 NF0814
 NF0814                          STATION RECOVERY (1990)
 NF0814
 NF0814'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0814'RECOVERED AS DESCRIBED.
 NF0814
 NF0814                          STATION RECOVERY (2004)
 NF0814
 NF0814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0814'PREV. WITNESSES WERE NOT PRESENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0813 ***********************************************************************
 NF0813  DESIGNATION -  21 H 1
 NF0813  PID         -  NF0813
 NF0813  STATE/COUNTY-  MI/OTTAWA
 NF0813  USGS QUAD   -  GRANDVILLE (1981)
 NF0813
 NF0813                         *CURRENT SURVEY CONTROL
 NF0813  ___________________________________________________________________
 NF0813* NAD 83(1986)-  42 58 30.     (N)    085 51 32.     (W)     SCALED    
 NF0813* NAVD 88     -       211.125  (meters)     692.67   (feet)  ADJUSTED  
 NF0813  ___________________________________________________________________
 NF0813  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0813  DYNAMIC HT  -         211.072 (meters)     692.49  (feet)  COMP
 NF0813  MODELED GRAV-     980,368.9   (mgal)                       NAVD 88
 NF0813
 NF0813  VERT ORDER  -  SECOND    CLASS 0
 NF0813
 NF0813.The horizontal coordinates were scaled from a topographic map and have
 NF0813.an estimated accuracy of +/- 6 seconds.
 NF0813
 NF0813.The orthometric height was determined by differential leveling
 NF0813.and adjusted by the National Geodetic Survey in June 1991..
 NF0813
 NF0813.The geoid height was determined by GEOID03.
 NF0813
 NF0813.The dynamic height is computed by dividing the NAVD 88
 NF0813.geopotential number by the normal gravity value computed on the
 NF0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0813.degrees latitude (g = 980.6199 gals.).
 NF0813
 NF0813.The modeled gravity was interpolated from observed gravity values.
 NF0813
 NF0813;                    North         East    Units  Estimated Accuracy
 NF0813;SPC MI S     -   164,920.    3,878,290.      MT  (+/- 180 meters Scaled)
 NF0813
 NF0813                          SUPERSEDED SURVEY CONTROL
 NF0813
 NF0813  NGVD 29 (??/??/92)  211.264  (m)          693.12   (f) ADJ UNCH    2 0
 NF0813
 NF0813.Superseded values are not recommended for survey control.
 NF0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0813.See file dsdata.txt to determine how the superseded data were derived.
 NF0813
 NF0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN930586(NAD 83)
 NF0813_MARKER: DD = SURVEY DISK
 NF0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0813_STAMPING: 21 H 1
 NF0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0813+STABILITY: SURFACE MOTION
 NF0813
 NF0813  HISTORY     - Date     Condition        Report By
 NF0813  HISTORY     - UNK      MONUMENTED       MIGS
 NF0813  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0813  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0813
 NF0813                          STATION DESCRIPTION
 NF0813
 NF0813'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0813'3.5 MI E FROM PEARLINE.
 NF0813'3.5 MILES EAST ALONG STATE HIGHWAY 50 FROM PEARLINE, OTTAWA
 NF0813'COUNTY, IN TALLMADGE TOWNSHIP, ON THE WEST SIDE OF SEC. 21,
 NF0813'T. 7 N., R. 13 W., 327 FEET NORTH OF THE CENTERLINE OF THE
 NF0813'HIGHWAY, 252 FEET NORTH OF A FENCE CORNER, 186.5 FEET EAST OF
 NF0813'A 20-INCH MAPLE TREE, 87.5 FEET SOUTH OF AN 8-INCH MAPLE TREE,
 NF0813'AND 1.5 FEET EAST OF THE SECTION LINE FENCE.  A STATE SURVEY
 NF0813'STANDARD DISK, STAMPED 21 H 1 AND SET IN THE TOP OF A CONCRETE
 NF0813'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0813
 NF0813                          STATION RECOVERY (2004)
 NF0813
 NF0813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0813'AREA WHERE MONUMENT SHOULD BE IS BEING FARMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0411 ***********************************************************************
 OK0411  DESIGNATION -  21 I
 OK0411  PID         -  OK0411
 OK0411  STATE/COUNTY-  MI/KENT
 OK0411  USGS QUAD   -  MARNE (1980)
 OK0411
 OK0411                         *CURRENT SURVEY CONTROL
 OK0411  ___________________________________________________________________
 OK0411* NAD 83(1986)-  43 01 49.     (N)    085 45 50.     (W)     SCALED    
 OK0411* NAVD 88     -       227.345  (meters)     745.88   (feet)  ADJUSTED  
 OK0411  ___________________________________________________________________
 OK0411  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0411  DYNAMIC HT  -         227.288 (meters)     745.69  (feet)  COMP
 OK0411  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 OK0411
 OK0411  VERT ORDER  -  SECOND    CLASS 0
 OK0411
 OK0411.The horizontal coordinates were scaled from a topographic map and have
 OK0411.an estimated accuracy of +/- 6 seconds.
 OK0411
 OK0411.The orthometric height was determined by differential leveling
 OK0411.and adjusted by the National Geodetic Survey in June 1991..
 OK0411
 OK0411.The geoid height was determined by GEOID03.
 OK0411
 OK0411.The dynamic height is computed by dividing the NAVD 88
 OK0411.geopotential number by the normal gravity value computed on the
 OK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0411.degrees latitude (g = 980.6199 gals.).
 OK0411
 OK0411.The modeled gravity was interpolated from observed gravity values.
 OK0411
 OK0411;                    North         East    Units  Estimated Accuracy
 OK0411;SPC MI S     -   170,930.    3,886,140.      MT  (+/- 180 meters Scaled)
 OK0411
 OK0411                          SUPERSEDED SURVEY CONTROL
 OK0411
 OK0411  NGVD 29 (??/??/92)  227.482  (m)          746.33   (f) ADJ UNCH    2 0
 OK0411
 OK0411.Superseded values are not recommended for survey control.
 OK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0411.See file dsdata.txt to determine how the superseded data were derived.
 OK0411
 OK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN007649(NAD 83)
 OK0411_MARKER: DD = SURVEY DISK
 OK0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0411_STAMPING: 21 I 1933
 OK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0411+STABILITY: SURFACE MOTION
 OK0411
 OK0411  HISTORY     - Date     Condition        Report By
 OK0411  HISTORY     - 1933     MONUMENTED       MIGS
 OK0411  HISTORY     - 1941     GOOD             NGS
 OK0411  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0411  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0411
 OK0411                          STATION DESCRIPTION
 OK0411
 OK0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0411'3.2 MI SE FROM MARNE.
 OK0411'IN KENT COUNTY, 3.2 MILES SOUTHEAST ALONG COUNTY HIGHWAY 639
 OK0411'FROM THE GRAND TRUNK WESTERN RAILROAD STATION AT MARNE, OTTAWA
 OK0411'COUNTY, AT A ROAD INTERSECTION, 82 FEET SOUTHEAST OF THE
 OK0411'SOUTHEAST CORNER OF A SCHOOLHOUSE, 64 FEET WEST OF THE CENTERLINE
 OK0411'OF THE ROAD LEADING SOUTH, 36 FEET SOUTH OF THE HIGHWAY, 48 FEET
 OK0411'NORTH OF A 10-INCH MAPLE TREE, AND 30 FEET WEST OF THE WEST END
 OK0411'OF A CULVERT.  A STATE SURVEY STANDARD DISK, STAMPED 21 I 1933
 OK0411'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OK0411'ABOVE GROUND.
 OK0411
 OK0411                          STATION RECOVERY (1984)
 OK0411
 OK0411'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0411'MARK NOT FOUND.
 OK0411
 OK0411                          STATION RECOVERY (2001)
 OK0411
 OK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0411'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0812 ***********************************************************************
 NF0812  DESIGNATION -  21 I 1
 NF0812  PID         -  NF0812
 NF0812  STATE/COUNTY-  MI/OTTAWA
 NF0812  USGS QUAD   -  ALLENDALE (1972)
 NF0812
 NF0812                         *CURRENT SURVEY CONTROL
 NF0812  ___________________________________________________________________
 NF0812* NAD 83(1986)-  42 58 27.     (N)    085 53 01.     (W)     SCALED    
 NF0812* NAVD 88     -       212.065  (meters)     695.75   (feet)  ADJUSTED  
 NF0812  ___________________________________________________________________
 NF0812  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0812  DYNAMIC HT  -         212.013 (meters)     695.58  (feet)  COMP
 NF0812  MODELED GRAV-     980,370.7   (mgal)                       NAVD 88
 NF0812
 NF0812  VERT ORDER  -  SECOND    CLASS 0
 NF0812
 NF0812.The horizontal coordinates were scaled from a topographic map and have
 NF0812.an estimated accuracy of +/- 6 seconds.
 NF0812
 NF0812.The orthometric height was determined by differential leveling
 NF0812.and adjusted by the National Geodetic Survey in June 1991..
 NF0812
 NF0812.The geoid height was determined by GEOID03.
 NF0812
 NF0812.The dynamic height is computed by dividing the NAVD 88
 NF0812.geopotential number by the normal gravity value computed on the
 NF0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0812.degrees latitude (g = 980.6199 gals.).
 NF0812
 NF0812.The modeled gravity was interpolated from observed gravity values.
 NF0812
 NF0812;                    North         East    Units  Estimated Accuracy
 NF0812;SPC MI S     -   164,860.    3,876,270.      MT  (+/- 180 meters Scaled)
 NF0812
 NF0812                          SUPERSEDED SURVEY CONTROL
 NF0812
 NF0812  NGVD 29 (??/??/92)  212.206  (m)          696.21   (f) ADJ UNCH    2 0
 NF0812
 NF0812.Superseded values are not recommended for survey control.
 NF0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0812.See file dsdata.txt to determine how the superseded data were derived.
 NF0812
 NF0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN910585(NAD 83)
 NF0812_MARKER: DD = SURVEY DISK
 NF0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0812_STAMPING: 21 I 1 1934
 NF0812_MARK LOGO: MIGS  
 NF0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0812+STABILITY: SURFACE MOTION
 NF0812
 NF0812  HISTORY     - Date     Condition        Report By
 NF0812  HISTORY     - UNK      MONUMENTED       MIGS
 NF0812  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0812  HISTORY     - 19900328 GOOD             MIDT
 NF0812  HISTORY     - 20041014 MARK NOT FOUND   INDIV
 NF0812
 NF0812                          STATION DESCRIPTION
 NF0812
 NF0812'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0812'3.5 MI E FROM PEARLINE.
 NF0812'3.5 MILES EAST ALONG STATE HIGHWAY 50 FROM ALLENDALE, OTTAWA
 NF0812'COUNTY, 2 MILES EAST OF PEARLINE, IN TALLMADGE TOWNSHIP, IN
 NF0812'THE S.W. 1/4 OF S. W. 1/4, SEC. 20, T. 7 N. R. 13 W., 250 FEET
 NF0812'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 200.5 FEET SOUTHEAST
 NF0812'OF A POLE, 124 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD
 NF0812'ALONG THE WEST SIDE OF SEC. 20, 100.6 FEET EAST OF A SECOND
 NF0812'POLE, AND 85.5 FEET WEST OF A THIRD POLE.  A STATE SURVEY
 NF0812'STANDARD DISK, STAMPED 21 I 1 AND SET IN THE TOP OF A CONCRETE
 NF0812'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0812
 NF0812                          STATION RECOVERY (1990)
 NF0812
 NF0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0812'RECOVERED AS DESCRIBED.
 NF0812
 NF0812                          STATION RECOVERY (2004)
 NF0812
 NF0812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0812'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0412 ***********************************************************************
 OK0412  DESIGNATION -  21 J
 OK0412  PID         -  OK0412
 OK0412  STATE/COUNTY-  MI/OTTAWA
 OK0412  USGS QUAD   -  MARNE (1980)
 OK0412
 OK0412                         *CURRENT SURVEY CONTROL
 OK0412  ___________________________________________________________________
 OK0412* NAD 83(1986)-  43 01 51.     (N)    085 47 38.     (W)     SCALED    
 OK0412* NAVD 88     -       214.733  (meters)     704.50   (feet)  ADJUSTED  
 OK0412  ___________________________________________________________________
 OK0412  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0412  DYNAMIC HT  -         214.679 (meters)     704.33  (feet)  COMP
 OK0412  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 OK0412
 OK0412  VERT ORDER  -  SECOND    CLASS 0
 OK0412
 OK0412.The horizontal coordinates were scaled from a topographic map and have
 OK0412.an estimated accuracy of +/- 6 seconds.
 OK0412
 OK0412.The orthometric height was determined by differential leveling
 OK0412.and adjusted by the National Geodetic Survey in June 1991..
 OK0412
 OK0412.The geoid height was determined by GEOID03.
 OK0412
 OK0412.The dynamic height is computed by dividing the NAVD 88
 OK0412.geopotential number by the normal gravity value computed on the
 OK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0412.degrees latitude (g = 980.6199 gals.).
 OK0412
 OK0412.The modeled gravity was interpolated from observed gravity values.
 OK0412
 OK0412;                    North         East    Units  Estimated Accuracy
 OK0412;SPC MI S     -   171,030.    3,883,700.      MT  (+/- 180 meters Scaled)
 OK0412
 OK0412                          SUPERSEDED SURVEY CONTROL
 OK0412
 OK0412  NGVD 29 (??/??/92)  214.871  (m)          704.96   (f) ADJ UNCH    2 0
 OK0412
 OK0412.Superseded values are not recommended for survey control.
 OK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0412.See file dsdata.txt to determine how the superseded data were derived.
 OK0412
 OK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN982649(NAD 83)
 OK0412_MARKER: DD = SURVEY DISK
 OK0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0412_STAMPING: 21 J 1933
 OK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0412+STABILITY: SURFACE MOTION
 OK0412
 OK0412  HISTORY     - Date     Condition        Report By
 OK0412  HISTORY     - 1933     MONUMENTED       MIGS
 OK0412  HISTORY     - 1941     GOOD             NGS
 OK0412  HISTORY     - 1975     GOOD             USGS
 OK0412  HISTORY     - 1984     GOOD             USPSQD
 OK0412  HISTORY     - 20051201 POOR             INDIV
 OK0412
 OK0412                          STATION DESCRIPTION
 OK0412
 OK0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0412'1.7 MI S FROM MARNE.
 OK0412'1.7 MILES SOUTH ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0412'STATION AT MARNE, OTTAWA COUNTY, 0.3 MILE WEST OF THE
 OK0412'KENT-OTTAWA COUNTY LINE, AT THE CROSSING OF COUNTY HIGHWAY 639,
 OK0412'ON THE SOUTH SIDE OF THE HIGHWAY, 20 FEET NORTHEAST OF THE
 OK0412'EAST RAIL, AND 3 FEET SOUTH OF THE FENCE BETWEEN THE HIGHWAY
 OK0412'AND THE TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 21 J 1933
 OK0412'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 OK0412'ABOVE GROUND.
 OK0412
 OK0412                          STATION RECOVERY (1975)
 OK0412
 OK0412'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 OK0412'1.7 MILES SOUTH ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0412'STATION AT MARNE, OTTAWA COUNTY, 0.3 MILE WEST OF THE KENT-OTTAWA
 OK0412'COUNTY LINE, AT THE CROSSING OF COUNTY HIGHWAY 639, ON THE SOUTH SIDE
 OK0412'OF THE HIGHWAY 125 FT EAST, 25 FT. SOUTH OF ROAD AT R.R. CROSSING. A
 OK0412'STATE SURVEY STANDARD DISK, STAMPED 21 J 1933 AND SET IN THE TOP OF A
 OK0412'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 OK0412
 OK0412                          STATION RECOVERY (1984)
 OK0412
 OK0412'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0412'RECOVERED IN GOOD CONDITION.
 OK0412
 OK0412                          STATION RECOVERY (2005)
 OK0412
 OK0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0412'BASE IS INTACT AND SEEMS TO BE IN GOOD CONDITION. DISK IS NOT PRESENT.
 OK0412'A PLASTIC CAP MARKED H.E.I. 33976 HAS BEEN PLACED PRESUMABLY ON
 OK0412'EXISTING ROD THAT HELD PREVIOUS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0811 ***********************************************************************
 NF0811  DESIGNATION -  21 J 1
 NF0811  PID         -  NF0811
 NF0811  STATE/COUNTY-  MI/OTTAWA
 NF0811  USGS QUAD   -  ALLENDALE (1972)
 NF0811
 NF0811                         *CURRENT SURVEY CONTROL
 NF0811  ___________________________________________________________________
 NF0811* NAD 83(1986)-  42 58 33.     (N)    085 55 33.     (W)     SCALED    
 NF0811* NAVD 88     -       202.415  (meters)     664.09   (feet)  ADJUSTED  
 NF0811  ___________________________________________________________________
 NF0811  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF0811  DYNAMIC HT  -         202.366 (meters)     663.93  (feet)  COMP
 NF0811  MODELED GRAV-     980,374.0   (mgal)                       NAVD 88
 NF0811
 NF0811  VERT ORDER  -  SECOND    CLASS 0
 NF0811
 NF0811.The horizontal coordinates were scaled from a topographic map and have
 NF0811.an estimated accuracy of +/- 6 seconds.
 NF0811
 NF0811.The orthometric height was determined by differential leveling
 NF0811.and adjusted by the National Geodetic Survey in June 1991..
 NF0811
 NF0811.The geoid height was determined by GEOID03.
 NF0811
 NF0811.The dynamic height is computed by dividing the NAVD 88
 NF0811.geopotential number by the normal gravity value computed on the
 NF0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0811.degrees latitude (g = 980.6199 gals.).
 NF0811
 NF0811.The modeled gravity was interpolated from observed gravity values.
 NF0811
 NF0811;                    North         East    Units  Estimated Accuracy
 NF0811;SPC MI S     -   165,110.    3,872,830.      MT  (+/- 180 meters Scaled)
 NF0811
 NF0811                          SUPERSEDED SURVEY CONTROL
 NF0811
 NF0811  NGVD 29 (??/??/92)  202.557  (m)          664.56   (f) ADJ UNCH    2 0
 NF0811
 NF0811.Superseded values are not recommended for survey control.
 NF0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0811.See file dsdata.txt to determine how the superseded data were derived.
 NF0811
 NF0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN875586(NAD 83)
 NF0811_MARKER: DD = SURVEY DISK
 NF0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0811_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0811_STAMPING: 21 J 1 1934
 NF0811_MARK LOGO: MIGS  
 NF0811_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0811+STABILITY: SURFACE MOTION
 NF0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0811+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2004
 NF0811
 NF0811  HISTORY     - Date     Condition        Report By
 NF0811  HISTORY     - UNK      MONUMENTED       MIGS
 NF0811  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0811  HISTORY     - 19900328 GOOD             MIDT
 NF0811  HISTORY     - 19900328 GOOD             MIDT
 NF0811  HISTORY     - 19940101 GOOD             LOCENG
 NF0811  HISTORY     - 20041027 GOOD             INDIV
 NF0811
 NF0811                          STATION DESCRIPTION
 NF0811
 NF0811'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0811'1.2 MI E FROM PEARLINE.
 NF0811'1.2 MILES EAST ALONG STATE HIGHWAY 50 FROM ALLENDALE, OTTAWA
 NF0811'COUNTY, 0.2 MILE NORTH OF PEARLINE, IN ALLENDALE TOWNSHIP,
 NF0811'ABOUT 0.25 MILE NORTH AND 700 FEET WEST OF THE SOUTHEAST CORNER
 NF0811'OF SEC. 23, T. 7 N., R. 14 W., WEST OF THE HOME OF R. HORNSTRA,
 NF0811'29.6 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 1.5 FEET WEST
 NF0811'OF THE NORTH-AND-SOUTH FENCE.  A STATE SURVEY STANDARD DISK,
 NF0811'STAMPED 21 J 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0811'ABOUT 6 INCHES ABOVE GROUND.
 NF0811
 NF0811                          STATION RECOVERY (1990)
 NF0811
 NF0811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0811'RECOVERED AS DESCRIBED.
 NF0811
 NF0811                          STATION RECOVERY (1990)
 NF0811
 NF0811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (NML)
 NF0811'RECOVERED AS DESCRIBED.
 NF0811
 NF0811                          STATION RECOVERY (1994)
 NF0811
 NF0811'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (MRO)
 NF0811'RECOVERED IN GOOD CONDITION.  NOTE--56TH AND M-45 ALLENOAE, 1320 FEET
 NF0811'(402.3 M) N, 700 FEET (213.4 M) WEST OF THE CENTERLINE OF CROSSROAD
 NF0811'AND THE SOUTHEAST CORNER OF SECTION 23, T-7-N, R-14-W, ALLENDALE
 NF0811'TOWNSHIP, 29.6 FEET (9.0 M) NORTH OF EAST-WEST FENCELINE AND 1.5 FEET
 NF0811'WEST OF NORTH-SOUTH FENCE BEHIND HOUSE NUMBER 11413, 56TH AVENUE, 0.5
 NF0811'FOOT ABOVE GROUND. RECOVERY BY MIKE OELE.
 NF0811
 NF0811                          STATION RECOVERY (2004)
 NF0811
 NF0811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0811'1 FOOT ABOVE GRADE, NO N-S FENCE, 5 FEET NE OF NE CORNER OF WOOD SHED
 NF0811' 
 NF0811'40 FEET E OF SE CORNER OF HOUSE NO. 11412, 29.6 FEET N OF E-W FENCE
 NF0811' 
 NF0811'LOCATION FROM M-45, GO NORTH ON ROSSWOOD 0.3 MILES, THEN EAST ON
 NF0811'CRABTREE 0.07 MILES, THEN SOUTH ON CAMERON TO HOUSE NO. 11412.
 NF0811'MONUMENT IS BEHIND HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0810 ***********************************************************************
 NF0810  DESIGNATION -  21 K 1
 NF0810  PID         -  NF0810
 NF0810  STATE/COUNTY-  MI/OTTAWA
 NF0810  USGS QUAD   -  ALLENDALE (1972)
 NF0810
 NF0810                         *CURRENT SURVEY CONTROL
 NF0810  ___________________________________________________________________
 NF0810* NAD 83(1986)-  42 58 19.     (N)    085 56 38.     (W)     SCALED    
 NF0810* NAVD 88     -       200.466  (meters)     657.70   (feet)  ADJUSTED  
 NF0810  ___________________________________________________________________
 NF0810  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF0810  DYNAMIC HT  -         200.418 (meters)     657.54  (feet)  COMP
 NF0810  MODELED GRAV-     980,375.2   (mgal)                       NAVD 88
 NF0810
 NF0810  VERT ORDER  -  SECOND    CLASS 0
 NF0810
 NF0810.The horizontal coordinates were scaled from a topographic map and have
 NF0810.an estimated accuracy of +/- 6 seconds.
 NF0810
 NF0810.The orthometric height was determined by differential leveling
 NF0810.and adjusted by the National Geodetic Survey in June 1991..
 NF0810
 NF0810.The geoid height was determined by GEOID03.
 NF0810
 NF0810.The dynamic height is computed by dividing the NAVD 88
 NF0810.geopotential number by the normal gravity value computed on the
 NF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0810.degrees latitude (g = 980.6199 gals.).
 NF0810
 NF0810.The modeled gravity was interpolated from observed gravity values.
 NF0810
 NF0810;                    North         East    Units  Estimated Accuracy
 NF0810;SPC MI S     -   164,710.    3,871,350.      MT  (+/- 180 meters Scaled)
 NF0810
 NF0810                          SUPERSEDED SURVEY CONTROL
 NF0810
 NF0810  NGVD 29 (??/??/92)  200.608  (m)          658.16   (f) ADJ UNCH    2 0
 NF0810
 NF0810.Superseded values are not recommended for survey control.
 NF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0810.See file dsdata.txt to determine how the superseded data were derived.
 NF0810
 NF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN861582(NAD 83)
 NF0810_MARKER: DD = SURVEY DISK
 NF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0810_STAMPING: 21 K 1
 NF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0810+STABILITY: SURFACE MOTION
 NF0810
 NF0810  HISTORY     - Date     Condition        Report By
 NF0810  HISTORY     - UNK      MONUMENTED       MIGS
 NF0810  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0810  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF0810
 NF0810                          STATION DESCRIPTION
 NF0810
 NF0810'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0810'0.5 MI E FROM ALLENDALE.
 NF0810'0.5 MILE EAST ALONG STATE HIGHWAY 50 FROM ALLENDALE, OTTAWA
 NF0810'COUNTY, IN ALLENDALE TOWNSHIP, IN THE N.E. 1/4 OF N.E. 1/4
 NF0810'SEC. 27, T. 7 N., R. 14 W., IN THE SOUTHEAST CORNER OF THE
 NF0810'EBENHAEZER SCHOOL YARD, 28 FEET SOUTHEAST OF THE SCHOOLHOUSE,
 NF0810'29.5 FEET WEST OF THE CENTERLINE OF A ROAD, 62.5 FEET WEST OF
 NF0810'A 22-INCH FIR TREE, AND 59.3 FEET WEST OF A 12-INCH FIR TREE.
 NF0810'A STATE SURVEY STANDARD DISK, STAMPED 21 K 1 AND SET IN THE
 NF0810'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NF0810
 NF0810                          STATION RECOVERY (2004)
 NF0810
 NF0810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF0810'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0469 ***********************************************************************
 OJ0469  DESIGNATION -  21 KEE USGS
 OJ0469  PID         -  OJ0469
 OJ0469  STATE/COUNTY-  MI/HURON
 OJ0469  USGS QUAD   -  BAY PORT WEST (1980)
 OJ0469
 OJ0469                         *CURRENT SURVEY CONTROL
 OJ0469  ___________________________________________________________________
 OJ0469* NAD 83(1986)-  43 49 00.     (N)    083 22 36.     (W)     SCALED    
 OJ0469* NAVD 88     -       182.339  (meters)     598.22   (feet)  ADJUSTED  
 OJ0469  ___________________________________________________________________
 OJ0469  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0469  DYNAMIC HT  -         182.309 (meters)     598.13  (feet)  COMP
 OJ0469  MODELED GRAV-     980,451.8   (mgal)                       NAVD 88
 OJ0469
 OJ0469  VERT ORDER  -  FIRST     CLASS 0
 OJ0469
 OJ0469.The horizontal coordinates were scaled from a topographic map and have
 OJ0469.an estimated accuracy of +/- 6 seconds.
 OJ0469
 OJ0469.The orthometric height was determined by differential leveling
 OJ0469.and adjusted by the National Geodetic Survey in June 1991..
 OJ0469
 OJ0469.The geoid height was determined by GEOID03.
 OJ0469
 OJ0469.The dynamic height is computed by dividing the NAVD 88
 OJ0469.geopotential number by the normal gravity value computed on the
 OJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0469.degrees latitude (g = 980.6199 gals.).
 OJ0469
 OJ0469.The modeled gravity was interpolated from observed gravity values.
 OJ0469
 OJ0469;                    North         East    Units  Estimated Accuracy
 OJ0469;SPC MI S     -   257,810.    4,079,650.      MT  (+/- 180 meters Scaled)
 OJ0469
 OJ0469                          SUPERSEDED SURVEY CONTROL
 OJ0469
 OJ0469.No superseded survey control is available for this station.
 OJ0469
 OJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ088542(NAD 83)
 OJ0469_MARKER: DD = SURVEY DISK
 OJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0469_SP_SET: CONCRETE POST
 OJ0469_STAMPING: 21 KEE 1969 599
 OJ0469_PROJECTION: FLUSH
 OJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0469+STABILITY: SURFACE MOTION
 OJ0469
 OJ0469  HISTORY     - Date     Condition        Report By
 OJ0469  HISTORY     - 1969     MONUMENTED       USGS
 OJ0469  HISTORY     - 1976     GOOD             NOS
 OJ0469  HISTORY     - 19980530 GOOD             USPSQD
 OJ0469
 OJ0469                          STATION DESCRIPTION
 OJ0469
 OJ0469'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0469'2.4 MI SOUTH FROM BAYPORT.
 OJ0469'2.4 MILES SOUTH ALONG HIGHWAY M 25 FROM THE POST OFFICE AT BAYPORT AT
 OJ0469'THE SOUTHWEST CORNER OF THE INTERSECTION OF WEALE ROAD, 36 FT. SOUTH
 OJ0469'CENTERLINE OF THE ROAD, 31 FEET WEST CENTERLINE OF HIGHWAY, NEAR
 OJ0469'CENTER OF HEADWALL OF A CONCRETE BOX CULVERT, BEING HIGHEST POINT
 OJ0469'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0469
 OJ0469                          STATION RECOVERY (1998)
 OJ0469
 OJ0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0413 ***********************************************************************
 OK0413  DESIGNATION -  21 L
 OK0413  PID         -  OK0413
 OK0413  STATE/COUNTY-  MI/OTTAWA
 OK0413  USGS QUAD   -  MARNE (1980)
 OK0413
 OK0413                         *CURRENT SURVEY CONTROL
 OK0413  ___________________________________________________________________
 OK0413* NAD 83(1986)-  43 02 21.     (N)    085 49 28.     (W)     SCALED    
 OK0413* NAVD 88     -       206.862  (meters)     678.68   (feet)  ADJUSTED  
 OK0413  ___________________________________________________________________
 OK0413  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0413  DYNAMIC HT  -         206.810 (meters)     678.51  (feet)  COMP
 OK0413  MODELED GRAV-     980,366.3   (mgal)                       NAVD 88
 OK0413
 OK0413  VERT ORDER  -  SECOND    CLASS 0
 OK0413
 OK0413.The horizontal coordinates were scaled from a topographic map and have
 OK0413.an estimated accuracy of +/- 6 seconds.
 OK0413
 OK0413.The orthometric height was determined by differential leveling
 OK0413.and adjusted by the National Geodetic Survey in June 1991..
 OK0413
 OK0413.The geoid height was determined by GEOID03.
 OK0413
 OK0413.The dynamic height is computed by dividing the NAVD 88
 OK0413.geopotential number by the normal gravity value computed on the
 OK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0413.degrees latitude (g = 980.6199 gals.).
 OK0413
 OK0413.The modeled gravity was interpolated from observed gravity values.
 OK0413
 OK0413;                    North         East    Units  Estimated Accuracy
 OK0413;SPC MI S     -   172,000.    3,881,220.      MT  (+/- 180 meters Scaled)
 OK0413
 OK0413                          SUPERSEDED SURVEY CONTROL
 OK0413
 OK0413  NGVD 29 (??/??/92)  207.001  (m)          679.14   (f) ADJ UNCH    2 0
 OK0413
 OK0413.Superseded values are not recommended for survey control.
 OK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0413.See file dsdata.txt to determine how the superseded data were derived.
 OK0413
 OK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN957658(NAD 83)
 OK0413_MARKER: DD = SURVEY DISK
 OK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0413_STAMPING: 21 L 1933
 OK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0413+STABILITY: SURFACE MOTION
 OK0413
 OK0413  HISTORY     - Date     Condition        Report By
 OK0413  HISTORY     - 1933     MONUMENTED       MIGS
 OK0413  HISTORY     - 1941     GOOD             NGS
 OK0413  HISTORY     - 1984     GOOD             USPSQD
 OK0413  HISTORY     - 1987     GOOD             USPSQD
 OK0413  HISTORY     - 20051201 POOR             INDIV
 OK0413
 OK0413                          STATION DESCRIPTION
 OK0413
 OK0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0413'AT MARNE.
 OK0413'AT MARNE, OTTAWA COUNTY, 500 FEET WEST OF THE GRAND TRUNK
 OK0413'WESTERN RAILROAD STATION, 33 FEET SOUTH OF THE SOUTH RAIL, 7
 OK0413'FEET WEST OF THE WEST FENCE ON COUNTY HIGHWAY 661, AND 5 FEET
 OK0413'NORTH OF THE SOUTH RAILROAD RIGHT-OF-WAY FENCE.  A STATE SURVEY
 OK0413'STANDARD DISK, STAMPED 21 L 1933 AND SET IN THE TOP OF A
 OK0413'CONCRETE POST.
 OK0413
 OK0413                          STATION RECOVERY (1984)
 OK0413
 OK0413'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0413'ABOUT 5' ABOVE GROUND, 8 FEET EAST OF BELL TEL. CO. BURIED CABLE
 OK0413'PILLAR.
 OK0413
 OK0413                          STATION RECOVERY (1987)
 OK0413
 OK0413'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0413'RECOVERED IN GOOD CONDITION.
 OK0413
 OK0413                          STATION RECOVERY (2005)
 OK0413
 OK0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0413'STAMPED STATION NO. 21L. STAMPING DOES NOT INCLUDE 1933 AS PER
 OK0413'PREVIOUS NGS DATA SHEET RETRIEVED ON-LINE FROM NGS WEB SITE. MONUMENT
 OK0413'AND BASE INTACT BUT LEANING NORTHERLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0414 ***********************************************************************
 OK0414  DESIGNATION -  21 M
 OK0414  PID         -  OK0414
 OK0414  STATE/COUNTY-  MI/OTTAWA
 OK0414  USGS QUAD   -  MARNE (1980)
 OK0414
 OK0414                         *CURRENT SURVEY CONTROL
 OK0414  ___________________________________________________________________
 OK0414* NAD 83(1986)-  43 02 35.     (N)    085 50 31.     (W)     SCALED    
 OK0414* NAVD 88     -       215.102  (meters)     705.71   (feet)  ADJUSTED  
 OK0414  ___________________________________________________________________
 OK0414  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0414  DYNAMIC HT  -         215.049 (meters)     705.54  (feet)  COMP
 OK0414  MODELED GRAV-     980,367.4   (mgal)                       NAVD 88
 OK0414
 OK0414  VERT ORDER  -  SECOND    CLASS 0
 OK0414
 OK0414.The horizontal coordinates were scaled from a topographic map and have
 OK0414.an estimated accuracy of +/- 6 seconds.
 OK0414
 OK0414.The orthometric height was determined by differential leveling
 OK0414.and adjusted by the National Geodetic Survey in June 1991..
 OK0414
 OK0414.The geoid height was determined by GEOID03.
 OK0414
 OK0414.The dynamic height is computed by dividing the NAVD 88
 OK0414.geopotential number by the normal gravity value computed on the
 OK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0414.degrees latitude (g = 980.6199 gals.).
 OK0414
 OK0414.The modeled gravity was interpolated from observed gravity values.
 OK0414
 OK0414;                    North         East    Units  Estimated Accuracy
 OK0414;SPC MI S     -   172,450.    3,879,810.      MT  (+/- 180 meters Scaled)
 OK0414
 OK0414                          SUPERSEDED SURVEY CONTROL
 OK0414
 OK0414  NGVD 29 (??/??/92)  215.241  (m)          706.17   (f) ADJ UNCH    2 0
 OK0414
 OK0414.Superseded values are not recommended for survey control.
 OK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0414.See file dsdata.txt to determine how the superseded data were derived.
 OK0414
 OK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN943662(NAD 83)
 OK0414_MARKER: DD = SURVEY DISK
 OK0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0414_STAMPING: 21 M 1933
 OK0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0414+STABILITY: SURFACE MOTION
 OK0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0414+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 OK0414
 OK0414  HISTORY     - Date     Condition        Report By
 OK0414  HISTORY     - 1933     MONUMENTED       MIGS
 OK0414  HISTORY     - 1941     GOOD             NGS
 OK0414  HISTORY     - 1984     GOOD             USPSQD
 OK0414  HISTORY     - 1990     GOOD             USPSQD
 OK0414  HISTORY     - 20051201 GOOD             INDIV
 OK0414
 OK0414                          STATION DESCRIPTION
 OK0414
 OK0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0414'1 MI N FROM MARNE.
 OK0414'1.0 MILE NORTH ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0414'STATION AT MARNE, OTTAWA COUNTY, IN THE NORTH QUADRANT OF A
 OK0414'ROAD CROSSING AT CHURCH CORNERS, 20 YARDS NORTHEAST OF THE
 OK0414'CENTERLINE AND AT THE MIDDLE OF THE TANGENT OF A CURVE OF U.S.
 OK0414'HIGHWAY 16, 40 FEET NORTH OF CONSUMERS POWER COMPANY POLE 847,
 OK0414'AND 30 FEET SOUTH OF THE SOUTH RAIL.  A STATE SURVEY STANDARD
 OK0414'DISK, STAMPED 21 M 1933 AND SET IN THE TOP OF A CONCRETE POST
 OK0414'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 OK0414
 OK0414                          STATION RECOVERY (1984)
 OK0414
 OK0414'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0414'BENCH MARK LOCATED ON SLIGHT RISE ABOUT 124 FEET EAST OF POWER POLE
 OK0414'WITH NUMBER '80' ON CROSS ARM, APPROXIMATELY 217 FEET WEST-NORTHWEST
 OK0414'OF 22 MILE MARKER OF WEST BOUND TRAFFIC LANE OF U.S. INTERSTATE
 OK0414'HIGHWAY 96, AND 8 FEET NORTH OF HIGHWAY FENCE.
 OK0414
 OK0414                          STATION RECOVERY (1990)
 OK0414
 OK0414'RECOVERY NOTE BY US POWER SQUADRON 1990 (DMW)
 OK0414'RECOVERED IN GOOD CONDITION.
 OK0414
 OK0414                          STATION RECOVERY (2005)
 OK0414
 OK0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0414'STAMPED STATION NO. 21M. STAMPING DOES NOT INCLUDE 1933 AS PER
 OK0414'PREVIOUS NGS DATA SHEET RETRIEVED ON-LINE FROM NGS WEB SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1292 ***********************************************************************
 RJ1292  DESIGNATION -  21 R C5W 009
 RJ1292  PID         -  RJ1292
 RJ1292  STATE/COUNTY-  MI/CHIPPEWA
 RJ1292  USGS QUAD   -  OAK RIDGE (1976)
 RJ1292
 RJ1292                         *CURRENT SURVEY CONTROL
 RJ1292  ___________________________________________________________________
 RJ1292* NAD 83(1994)-  46 21 04.16093(N)    084 13 14.58994(W)     ADJUSTED  
 RJ1292* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1292  ___________________________________________________________________
 RJ1292  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 RJ1292  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ1292
 RJ1292  HORZ ORDER  -  SECOND
 RJ1292
 RJ1292.The horizontal coordinates were established by classical geodetic methods
 RJ1292.and adjusted by the National Geodetic Survey in February 1997..
 RJ1292
 RJ1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1292
 RJ1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1292
 RJ1292.The geoid height was determined by GEOID03.
 RJ1292
 RJ1292;                    North         East     Units Scale Factor Converg.
 RJ1292;SPC MI N     -   178,003.742 8,213,861.770   MT  0.99990349   +2 00 31.8
 RJ1292;SPC MI N     -   584,001.78 26,948,365.39   iFT  0.99990349   +2 00 31.8
 RJ1292;UTM  16      - 5,136,818.722   713,836.810   MT  1.00016212   +2 00 42.5
 RJ1292
 RJ1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1292!SPC MI N     -   0.99997785  x   0.99990349  =   0.99988134
 RJ1292!UTM  16      -   0.99997785  x   1.00016212  =   1.00013996
 RJ1292
 RJ1292                          SUPERSEDED SURVEY CONTROL
 RJ1292
 RJ1292  NAD 83(1986)-  46 21 04.15493(N)    084 13 14.58812(W) AD(       ) 2
 RJ1292  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1292
 RJ1292.Superseded values are not recommended for survey control.
 RJ1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1292.See file dsdata.txt to determine how the superseded data were derived.
 RJ1292
 RJ1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1383736819(NAD 83)
 RJ1292_MARKER: DS = TRIANGULATION STATION DISK
 RJ1292_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1292+WITH SETTING: INFORMATION.
 RJ1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1292
 RJ1292  HISTORY     - Date     Condition        Report By
 RJ1292  HISTORY     - 1988     MONUMENTED       USE
 RJ1292
 RJ1292                          STATION DESCRIPTION
 RJ1292
 RJ1292'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1292'THE STATION IS LOCATED ABOUT 18.7 KM (11.6 MI) SOUTHEAST OF SAULT STE
 RJ1292'MARIE, 32.0 KM (19.9 MI) EAST-NORTHEAST OF RUDYARD, 47.0 KM (29.2 MI)
 RJ1292'NORTH-NORTHWEST OF DETOUR VILLAGE ON THE WEST SHORE OF LAKE NICOLET,
 RJ1292'PART OF GOVT LOT 3, SEC 30, T46N-R2E.
 RJ1292'OWNERSHIP---EDWIN A. BOND
 RJ1292'
 RJ1292'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1292'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1292'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1292'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1292'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1292'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1292'BOAT ACCESS AREA. TRAVEL BY BOAT DOWNRIVER FOR 15 MINUTES TO THE
 RJ1292'WEST SIDE OF LAKE NICOLET WHERE THE STATION IS LOCATED.
 RJ1292'
 RJ1292'THE STATION IS A STANDARD COE DISK,
 RJ1292'THAT IS STAMPED---C5W-009 1988---, SET INTO A PVC SLEEVE
 RJ1292'AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RJ1292'28.0 METERS (92 FT) NORTH FROM THE CHANNEL AND 45.7 METERS (150 FT)
 RJ1292'WEST FROM THE RIVER.
 RJ1292'
 RJ1292'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0415 ***********************************************************************
 OK0415  DESIGNATION -  21 Z
 OK0415  PID         -  OK0415
 OK0415  STATE/COUNTY-  MI/KENT
 OK0415  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0415
 OK0415                         *CURRENT SURVEY CONTROL
 OK0415  ___________________________________________________________________
 OK0415* NAD 83(1986)-  43 00 54.     (N)    085 42 34.     (W)     SCALED    
 OK0415* NAVD 88     -       243.909  (meters)     800.22   (feet)  ADJUSTED  
 OK0415  ___________________________________________________________________
 OK0415  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0415  DYNAMIC HT  -         243.848 (meters)     800.02  (feet)  COMP
 OK0415  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 OK0415
 OK0415  VERT ORDER  -  SECOND    CLASS 0
 OK0415
 OK0415.The horizontal coordinates were scaled from a topographic map and have
 OK0415.an estimated accuracy of +/- 6 seconds.
 OK0415
 OK0415.The orthometric height was determined by differential leveling
 OK0415.and adjusted by the National Geodetic Survey in June 1991..
 OK0415
 OK0415.The geoid height was determined by GEOID03.
 OK0415
 OK0415.The dynamic height is computed by dividing the NAVD 88
 OK0415.geopotential number by the normal gravity value computed on the
 OK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0415.degrees latitude (g = 980.6199 gals.).
 OK0415
 OK0415.The modeled gravity was interpolated from observed gravity values.
 OK0415
 OK0415;                    North         East    Units  Estimated Accuracy
 OK0415;SPC MI S     -   169,160.    3,890,550.      MT  (+/- 180 meters Scaled)
 OK0415
 OK0415                          SUPERSEDED SURVEY CONTROL
 OK0415
 OK0415  NGVD 29 (??/??/92)  244.046  (m)          800.67   (f) ADJ UNCH    2 0
 OK0415
 OK0415.Superseded values are not recommended for survey control.
 OK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0415.See file dsdata.txt to determine how the superseded data were derived.
 OK0415
 OK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN051632(NAD 83)
 OK0415_MARKER: DD = SURVEY DISK
 OK0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0415_STAMPING: 21 Z
 OK0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0415+STABILITY: SURFACE MOTION
 OK0415
 OK0415  HISTORY     - Date     Condition        Report By
 OK0415  HISTORY     - UNK      MONUMENTED       MIGS
 OK0415  HISTORY     - 1941     GOOD             NGS
 OK0415  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0415
 OK0415                          STATION DESCRIPTION
 OK0415
 OK0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0415'3 MI SW FROM COMSTOCK PARK.
 OK0415'3.0 MILES SOUTHWEST ALONG A ROAD FROM COMSTOCK PARK, KENT COUNTY,
 OK0415'1.0 MILE NORTH AND 1.0 MILE WEST OF THE CROSSING OF THE GRAND
 OK0415'TRUNK WESTER RAILROAD AND THE NORTH CITY LIMITS OF GRAND RAPIDS,
 OK0415'IN WALKER TOWNSHIP, IN THE SOUTHWEST CORNER OF SEC. 2, T. 7 N.,
 OK0415'R. 12 W., 392 FEET EAST AND 53 FEET NORTH OF THE CORNER COMMON
 OK0415'TO SECS. 2, 3, 10, AND 11, ON THE NORTH SIDE OF NORTH BELT
 OK0415'LINE ROAD M 144, 78.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OK0415'OF A BARN, 16 FEET SOUTHEAST OF A 3 INCH APPLE TREE.  A STATE
 OK0415'SURVEY STANDARD DISK, STAMPED 21 Z AND SET IN THE TOP OF A
 OK0415'CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 OK0415
 OK0415                          STATION RECOVERY (1984)
 OK0415
 OK0415'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5406 ***********************************************************************
 AA5406  DESIGNATION -  21062
 AA5406  PID         -  AA5406
 AA5406  STATE/COUNTY-  MI/OAKLAND
 AA5406  USGS QUAD   -  KENT LAKE (1983)
 AA5406
 AA5406                         *CURRENT SURVEY CONTROL
 AA5406  ___________________________________________________________________
 AA5406* NAD 83(1994)-  42 30 53.07704(N)    083 39 22.60140(W)     ADJUSTED  
 AA5406* NAVD 88     -       276.4    (meters)     907.     (feet)  GPS OBS   
 AA5406  ___________________________________________________________________
 AA5406  X           -     520,280.450 (meters)                     COMP
 AA5406  Y           -  -4,679,896.973 (meters)                     COMP
 AA5406  Z           -   4,288,086.197 (meters)                     COMP
 AA5406  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 AA5406  ELLIP HEIGHT-         242.86  (meters)          (07/12/02) GPS OBS
 AA5406  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 AA5406
 AA5406  HORZ ORDER  -  FIRST
 AA5406  ELLP ORDER  -  FOURTH    CLASS I
 AA5406
 AA5406.The horizontal coordinates were established by GPS observations
 AA5406.and adjusted by the National Geodetic Survey in February 1997..
 AA5406
 AA5406.The orthometric height was determined by GPS observations and a
 AA5406.high-resolution geoid model.
 AA5406
 AA5406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5406
 AA5406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5406
 AA5406.The ellipsoidal height was determined by GPS observations
 AA5406.and is referenced to NAD 83.
 AA5406
 AA5406.The geoid height was determined by GEOID03.
 AA5406
 AA5406;                    North         East     Units Scale Factor Converg.
 AA5406;SPC MI S     -   112,961.392 4,058,374.595   MT  0.99992764   +0 29 00.4
 AA5406;SPC MI S     -   370,608.24 13,314,877.28   iFT  0.99992764   +0 29 00.4
 AA5406;UTM  17      - 4,710,349.733   281,788.276   MT  1.00018588   -1 47 44.8
 AA5406
 AA5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5406!SPC MI S     -   0.99996191  x   0.99992764  =   0.99988956
 AA5406!UTM  17      -   0.99996191  x   1.00018588  =   1.00014779
 AA5406
 AA5406                          SUPERSEDED SURVEY CONTROL
 AA5406
 AA5406  ELLIP H (02/03/97)  242.91   (m)                       GP(       ) 4 1
 AA5406  NAD 83(1986)-  42 30 53.08055(N)    083 39 22.62997(W) AD(       ) 1
 AA5406
 AA5406.Superseded values are not recommended for survey control.
 AA5406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5406.See file dsdata.txt to determine how the superseded data were derived.
 AA5406
 AA5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8178810350(NAD 83)
 AA5406_MARKER: A = ALUMINUM MARKER
 AA5406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5406_STAMPING: 21062
 AA5406_MARK LOGO: WADTRI
 AA5406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5406+STABILITY: SURFACE MOTION
 AA5406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5406+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AA5406
 AA5406  HISTORY     - Date     Condition        Report By
 AA5406  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5406  HISTORY     - 20020601 GOOD             INDIV
 AA5406  HISTORY     - 20050831 MARK NOT FOUND   ADVGEO
 AA5406
 AA5406                          STATION DESCRIPTION
 AA5406
 AA5406'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5406'INTERSTATE 96 TO EXIT 153 (KENT LAKE ROAD EXIT), THENCE SOUTH 0.1
 AA5406'MILES (0.2 KM) ALONG KENT LAKE ROAD TO THE MONUMENT AT THE WEST SIDE
 AA5406'OF KENT LAKE ROAD.  THE MONUMENT IS 66.5 FEET (20.3 M) WEST OF THE
 AA5406'CENTERLINE OF KENT LAKE ROAD, 65.6 FEET (20.0 M) SOUTH OF A 36 INCH
 AA5406'OAK TREE, 200 FEET (61.0 M) SOUTH OF THE CENTERLINE OF GRAND RIVER
 AA5406'AVENUE, AND 1 FEET (0.3 M) HIGHER THAN KENT LAKE ROAD.
 AA5406
 AA5406                          STATION RECOVERY (2002)
 AA5406
 AA5406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5406'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 AA5406'FOUND THIS CORNER TO BE GOOD.
 AA5406
 AA5406                          STATION RECOVERY (2005)
 AA5406
 AA5406'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA5406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0053 ***********************************************************************
 RH0053  DESIGNATION -  211
 RH0053  PID         -  RH0053
 RH0053  STATE/COUNTY-  MI/CHIPPEWA
 RH0053  USGS QUAD   -  LIME ISLAND (1994)
 RH0053
 RH0053                         *CURRENT SURVEY CONTROL
 RH0053  ___________________________________________________________________
 RH0053* NAD 83(1994)-  46 04 29.97690(N)    083 58 34.58716(W)     ADJUSTED  
 RH0053* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 RH0053  ___________________________________________________________________
 RH0053  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 RH0053  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RH0053
 RH0053  HORZ ORDER  -  THIRD
 RH0053
 RH0053.The horizontal coordinates were established by classical geodetic methods
 RH0053.and adjusted by the National Geodetic Survey in February 1997..
 RH0053
 RH0053.The orthometric height was scaled from a topographic map.
 RH0053
 RH0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0053
 RH0053.The geoid height was determined by GEOID03.
 RH0053
 RH0053;                    North         East     Units Scale Factor Converg.
 RH0053;SPC MI N     -   148,020.526 8,233,833.259   MT  0.99990954   +2 11 07.9
 RH0053;SPC MI N     -   485,631.65 27,013,888.65   iFT  0.99990954   +2 11 07.9
 RH0053;SPC MI C     -   306,599.542 6,030,203.364   MT  1.00010842   +0 16 32.8
 RH0053;SPC MI C     - 1,005,904.01 19,784,131.77   iFT  1.00010842   +0 16 32.8
 RH0053;UTM  17      - 5,106,687.057   269,855.515   MT  1.00025117   -2 08 40.5
 RH0053;UTM  16      - 5,106,825.555   733,813.619   MT  1.00027210   +2 10 43.7
 RH0053
 RH0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0053!SPC MI N     -   0.99997753  x   0.99990954  =   0.99988707
 RH0053!SPC MI C     -   0.99997753  x   1.00010842  =   1.00008595
 RH0053!UTM  17      -   0.99997753  x   1.00025117  =   1.00022869
 RH0053!UTM  16      -   0.99997753  x   1.00027210  =   1.00024962
 RH0053
 RH0053:                Primary Azimuth Mark                     Grid Az
 RH0053:SPC MI N     -  210 USLS 1894                            030 57 15.9
 RH0053:SPC MI C     -  210 USLS 1894                            032 51 51.0
 RH0053:UTM  17      -  210 USLS 1894                            035 17 04.3
 RH0053:UTM  16      -  210 USLS 1894                            030 57 40.1
 RH0053
 RH0053|---------------------------------------------------------------------|
 RH0053| PID    Reference Object                     Distance      Geod. Az  |
 RH0053|                                                           dddmmss.s |
 RH0053| RH0050 210 USLS 1894                       APPROX. 2.4 KM 0330823.8 |
 RH0053|---------------------------------------------------------------------|
 RH0053
 RH0053                          SUPERSEDED SURVEY CONTROL
 RH0053
 RH0053  NAD 83(1986)-  46 04 29.96404(N)    083 58 34.58178(W) AD(       ) 3
 RH0053  NAD 27      -  46 04 29.89800(N)    083 58 34.52100(W) AD(       ) 3
 RH0053
 RH0053.Superseded values are not recommended for survey control.
 RH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0053.See file dsdata.txt to determine how the superseded data were derived.
 RH0053
 RH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6985606687(NAD 83)
 RH0053_MARKER: DD = SURVEY DISK
 RH0053_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 RH0053_PROJECTION: FLUSH
 RH0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0053
 RH0053  HISTORY     - Date     Condition        Report By
 RH0053  HISTORY     - UNK      MONUMENTED
 RH0053  HISTORY     - 1988     GOOD             NOS
 RH0053
 RH0053                          STATION DESCRIPTION
 RH0053
 RH0053'DESCRIBED UNK
 RH0053'RECOVERED AS DESCRIBED.
 RH0053
 RH0053                          STATION RECOVERY (1988)
 RH0053
 RH0053'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RH0053'THE STATION WAS RECOVERED AT THIS DATE. THE STATIONS GEODETIC POSITION
 RH0053'WAS VERIFIED AT THIS TIME.
 RH0053'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RH0053'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0066 ***********************************************************************
 RH0066  DESIGNATION -  213 LIC+114
 RH0066  PID         -  RH0066
 RH0066  STATE/COUNTY-  MI/CHIPPEWA
 RH0066  USGS QUAD   -  LIME ISLAND (1994)
 RH0066
 RH0066                         *CURRENT SURVEY CONTROL
 RH0066  ___________________________________________________________________
 RH0066* NAD 83(1994)-  46 03 56.07427(N)    083 58 29.35282(W)     ADJUSTED  
 RH0066* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RH0066  ___________________________________________________________________
 RH0066  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 RH0066  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RH0066
 RH0066  HORZ ORDER  -  SECOND
 RH0066
 RH0066.The horizontal coordinates were established by classical geodetic methods
 RH0066.and adjusted by the National Geodetic Survey in February 1997..
 RH0066
 RH0066.The orthometric height was scaled from a topographic map.
 RH0066
 RH0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0066
 RH0066.The geoid height was determined by GEOID03.
 RH0066
 RH0066;                    North         East     Units Scale Factor Converg.
 RH0066;SPC MI N     -   146,978.903 8,233,985.579   MT  0.99991015   +2 11 11.7
 RH0066;SPC MI N     -   482,214.25 27,014,388.38   iFT  0.99991015   +2 11 11.7
 RH0066;UTM  17      - 5,105,636.549   269,928.784   MT  1.00025076   -2 08 35.5
 RH0066;UTM  16      - 5,105,783.537   733,965.869   MT  1.00027298   +2 10 46.3
 RH0066
 RH0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0066!SPC MI N     -   0.99997675  x   0.99991015  =   0.99988690
 RH0066!UTM  17      -   0.99997675  x   1.00025076  =   1.00022750
 RH0066!UTM  16      -   0.99997675  x   1.00027298  =   1.00024972
 RH0066
 RH0066                          SUPERSEDED SURVEY CONTROL
 RH0066
 RH0066  NAD 83(1986)-  46 03 56.06243(N)    083 58 29.34603(W) AD(       ) 2
 RH0066
 RH0066.Superseded values are not recommended for survey control.
 RH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0066.See file dsdata.txt to determine how the superseded data were derived.
 RH0066
 RH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6992905637(NAD 83)
 RH0066_MARKER: DS = TRIANGULATION STATION DISK
 RH0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0066+STABILITY: SURFACE MOTION
 RH0066
 RH0066  HISTORY     - Date     Condition        Report By
 RH0066  HISTORY     - 1988     MONUMENTED       USE
 RH0066
 RH0066                          STATION DESCRIPTION
 RH0066
 RH0066'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0066'THE STATION IS LOCATED ABOUT 55.5 KM (34.5 MI) SOUTH-SOUTHEAST OF
 RH0066'SAULT
 RH0066'STE MARIE, 51.7 KM (32.1 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0066'10.1 KM (6.2 MI)
 RH0066'NORTHWEST OF DETOUR VILLAGE ON THE SOUTHWEST PART OF LITTLE LIME
 RH0066'ISLAND, SEC 6, T42N-R4E.
 RH0066'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RH0066'
 RH0066'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RH0066'1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RH0066'NORTH RABOR ROAD AND GO 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RH0066'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RH0066'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 30 MINUTES ON THE ST MARYS
 RH0066'RIVER TOWARD THE LIME ISLAND PIER, THEN CONTINUE 35 MINUTES ALONG
 RH0066'THE WEST SHORE OF LIME ISLAND PAST THE END OF THE ISLAND TO THE
 RH0066'SMALL ISLAND AND THE STATION ON THE SOUTHWEST SIDE OF LITTLE LIME
 RH0066'ISLAND.
 RH0066'
 RH0066'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---213---,
 RH0066'SET INTO THE TOP OF A 20 CM (8 IN) CONCRETE CYLINDER.
 RH0066'
 RH0066'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5407 ***********************************************************************
 AA5407  DESIGNATION -  21312
 AA5407  PID         -  AA5407
 AA5407  STATE/COUNTY-  MI/OAKLAND
 AA5407  USGS QUAD   -  SOUTH LYON (1983)
 AA5407
 AA5407                         *CURRENT SURVEY CONTROL
 AA5407  ___________________________________________________________________
 AA5407* NAD 83(1994)-  42 26 45.66796(N)    083 39 01.83633(W)     ADJUSTED  
 AA5407* NAVD 88     -       281.0    (meters)     922.     (feet)  GPS OBS   
 AA5407  ___________________________________________________________________
 AA5407  X           -     521,322.149 (meters)                     COMP
 AA5407  Y           -  -4,684,972.090 (meters)                     COMP
 AA5407  Z           -   4,282,458.820 (meters)                     COMP
 AA5407  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AA5407  ELLIP HEIGHT-         247.41  (meters)          (07/12/02) GPS OBS
 AA5407  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA5407
 AA5407  HORZ ORDER  -  FIRST
 AA5407  ELLP ORDER  -  FOURTH    CLASS I
 AA5407
 AA5407.The horizontal coordinates were established by GPS observations
 AA5407.and adjusted by the National Geodetic Survey in February 1997..
 AA5407
 AA5407.The orthometric height was determined by GPS observations and a
 AA5407.high-resolution geoid model.
 AA5407
 AA5407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5407
 AA5407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5407
 AA5407.The ellipsoidal height was determined by GPS observations
 AA5407.and is referenced to NAD 83.
 AA5407
 AA5407.The geoid height was determined by GEOID03.
 AA5407
 AA5407;                    North         East     Units Scale Factor Converg.
 AA5407;SPC MI S     -   105,332.080 4,058,913.494   MT  0.99993605   +0 29 14.5
 AA5407;SPC MI S     -   345,577.69 13,316,645.32   iFT  0.99993605   +0 29 14.5
 AA5407;UTM  17      - 4,702,703.091   282,023.552   MT  1.00018463   -1 47 22.3
 AA5407
 AA5407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5407!SPC MI S     -   0.99996120  x   0.99993605  =   0.99989725
 AA5407!UTM  17      -   0.99996120  x   1.00018463  =   1.00014582
 AA5407
 AA5407                          SUPERSEDED SURVEY CONTROL
 AA5407
 AA5407  ELLIP H (02/03/97)  247.46   (m)                       GP(       ) 4 1
 AA5407  NAD 83(1986)-  42 26 45.67183(N)    083 39 01.86474(W) AD(       ) 1
 AA5407
 AA5407.Superseded values are not recommended for survey control.
 AA5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5407.See file dsdata.txt to determine how the superseded data were derived.
 AA5407
 AA5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8202402703(NAD 83)
 AA5407_MARKER: A = ALUMINUM MARKER
 AA5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5407_STAMPING: 21312
 AA5407_MARK LOGO: WADTRI
 AA5407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5407+STABILITY: SURFACE MOTION
 AA5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5407+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AA5407
 AA5407  HISTORY     - Date     Condition        Report By
 AA5407  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5407  HISTORY     - 20000808 GOOD             WOOLPT
 AA5407
 AA5407                          STATION DESCRIPTION
 AA5407
 AA5407'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5407'INTERSTATE 96 TO INTERSTATE 275, THENCE SOUTH 3.6 MILES (5.8 KM) ALONG
 AA5407'INTERSTATE 275 TO EXIT 167 (EIGHT MILE ROAD EXIT), THENCE WEST ALONG
 AA5407'EIGHT MILES ROAD 11.1 MILES (17.9 KM) TO PONTIAC TRAIL, THENCE NORTH 1
 AA5407'MILE (1.6 KM) ALONG PONTIAC TRAIL TO NINE MILE ROAD AND THE MONUMENT
 AA5407'AT THE SOUTHWEST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS 52
 AA5407'FEET (15.8 M) SOUTH OF THE CENTERLINE OF NINE MILE ROAD, 44 FEET (13.4
 AA5407'M) WEST OF THE CENTERLINE OF PONTIAC TRAIL, 12.6 FEET (3.8 M) EAST
 AA5407'NORTHEAST OF A POWER POLE, 2.5 FEET (0.8 M) EAST OF THE WEST EDGE OF A
 AA5407'CONCRETE WALK, 2 FEET (0.6 M) NORTH OF THE NORTH EDGE OF A CONCRETE
 AA5407'WALK, AND 1 FOOT (0.3 M) HIGHER THAN PONTIAC TRAIL.
 AA5407
 AA5407                          STATION RECOVERY (2000)
 AA5407
 AA5407'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AA5407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5408 ***********************************************************************
 AA5408  DESIGNATION -  21364
 AA5408  PID         -  AA5408
 AA5408  STATE/COUNTY-  MI/OAKLAND
 AA5408  USGS QUAD   -  SALEM (1980)
 AA5408
 AA5408                         *CURRENT SURVEY CONTROL
 AA5408  ___________________________________________________________________
 AA5408* NAD 83(1994)-  42 26 06.59646(N)    083 33 16.76992(W)     ADJUSTED  
 AA5408* NAVD 88     -       296.3    (meters)     972.     (feet)  GPS OBS   
 AA5408  ___________________________________________________________________
 AA5408  X           -     529,251.631 (meters)                     COMP
 AA5408  Y           -  -4,684,912.994 (meters)                     COMP
 AA5408  Z           -   4,281,579.335 (meters)                     COMP
 AA5408  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AA5408  ELLIP HEIGHT-         262.60  (meters)          (07/12/02) GPS OBS
 AA5408  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA5408
 AA5408  HORZ ORDER  -  FIRST
 AA5408  ELLP ORDER  -  FOURTH    CLASS I
 AA5408
 AA5408.The horizontal coordinates were established by GPS observations
 AA5408.and adjusted by the National Geodetic Survey in February 1997..
 AA5408
 AA5408.The orthometric height was determined by GPS observations and a
 AA5408.high-resolution geoid model.
 AA5408
 AA5408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5408
 AA5408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5408
 AA5408.The ellipsoidal height was determined by GPS observations
 AA5408.and is referenced to NAD 83.
 AA5408
 AA5408.The geoid height was determined by GEOID03.
 AA5408
 AA5408;                    North         East     Units Scale Factor Converg.
 AA5408;SPC MI S     -   104,198.179 4,066,809.987   MT  0.99993751   +0 33 09.3
 AA5408;SPC MI S     -   341,857.54 13,342,552.45   iFT  0.99993751   +0 33 09.3
 AA5408;UTM  17      - 4,701,256.033   289,870.542   MT  1.00014329   -1 43 27.8
 AA5408
 AA5408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5408!SPC MI S     -   0.99995882  x   0.99993751  =   0.99989633
 AA5408!UTM  17      -   0.99995882  x   1.00014329  =   1.00010210
 AA5408
 AA5408                          SUPERSEDED SURVEY CONTROL
 AA5408
 AA5408  ELLIP H (02/03/97)  262.63   (m)                       GP(       ) 4 1
 AA5408  NAD 83(1986)-  42 26 06.60187(N)    083 33 16.79892(W) AD(       ) 1
 AA5408
 AA5408.Superseded values are not recommended for survey control.
 AA5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5408.See file dsdata.txt to determine how the superseded data were derived.
 AA5408
 AA5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8987101256(NAD 83)
 AA5408_MARKER: A = ALUMINUM MARKER
 AA5408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5408_STAMPING: 21364
 AA5408_MARK LOGO: WADTRI
 AA5408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5408+STABILITY: SURFACE MOTION
 AA5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5408+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5408
 AA5408  HISTORY     - Date     Condition        Report By
 AA5408  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5408  HISTORY     - 20010303 GOOD             WOOLPT
 AA5408  HISTORY     - 20060113 GOOD             INDIV
 AA5408
 AA5408                          STATION DESCRIPTION
 AA5408
 AA5408'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5408'INTERSTATE 275 TO EXIT 167 (EIGHT MILE ROAD EXIT), THENCE WEST ALONG
 AA5408'EIGHT MILE ROAD 6.2 MILES (10.0 KM) TO THE MONUMENT AT THE NORTH SIDE
 AA5408'OF EIGHT MILE ROAD.  THE MONUMENT IS 0.15 MILES (0.24 KM) WEST OF
 AA5408'NAPIER ROAD, 32.5 FEET (9.9 M) NORTH OF THE CENTERLINE OF EIGHT MILE
 AA5408'ROAD, 25 FEET (7.6 M) EAST OF A POWER POLE, 202.8 FEET (61.8 M) SOUTH
 AA5408'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE 51630 EIGHT MILE ROAD, 26
 AA5408'FEET (7.9 M) EAST OF THE WEST END OF HOUSE 51630 EIGHT MILE ROAD, AND
 AA5408'LEVEL TO EIGHT MILE ROAD.
 AA5408
 AA5408                          STATION RECOVERY (2001)
 AA5408
 AA5408'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 AA5408'RECOVERED IN GOOD CONDITION.
 AA5408
 AA5408                          STATION RECOVERY (2006)
 AA5408
 AA5408'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0276 ***********************************************************************
 NF0276  DESIGNATION -  214 1/2
 NF0276  PID         -  NF0276
 NF0276  STATE/COUNTY-  MI/EATON
 NF0276  USGS QUAD   -  DIMONDALE (1973)
 NF0276
 NF0276                         *CURRENT SURVEY CONTROL
 NF0276  ___________________________________________________________________
 NF0276* NAD 83(1986)-  42 41 00.     (N)    084 39 27.     (W)     SCALED    
 NF0276* NAVD 88     -       268.520  (meters)     880.97   (feet)  ADJUSTED  
 NF0276  ___________________________________________________________________
 NF0276  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NF0276  DYNAMIC HT  -         268.440 (meters)     880.71  (feet)  COMP
 NF0276  MODELED GRAV-     980,314.3   (mgal)                       NAVD 88
 NF0276
 NF0276  VERT ORDER  -  SECOND    CLASS 0
 NF0276
 NF0276.The horizontal coordinates were scaled from a topographic map and have
 NF0276.an estimated accuracy of +/- 6 seconds.
 NF0276
 NF0276.The orthometric height was determined by differential leveling
 NF0276.and adjusted by the National Geodetic Survey in June 1991..
 NF0276
 NF0276.The geoid height was determined by GEOID03.
 NF0276
 NF0276.The dynamic height is computed by dividing the NAVD 88
 NF0276.geopotential number by the normal gravity value computed on the
 NF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0276.degrees latitude (g = 980.6199 gals.).
 NF0276
 NF0276.The modeled gravity was interpolated from observed gravity values.
 NF0276
 NF0276;                    North         East    Units  Estimated Accuracy
 NF0276;SPC MI S     -   131,480.    3,976,170.      MT  (+/- 180 meters Scaled)
 NF0276
 NF0276                          SUPERSEDED SURVEY CONTROL
 NF0276
 NF0276  NGVD 29 (??/??/92)  268.644  (m)          881.38   (f) ADJ UNCH    2 0
 NF0276
 NF0276.Superseded values are not recommended for survey control.
 NF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0276.See file dsdata.txt to determine how the superseded data were derived.
 NF0276
 NF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN919283(NAD 83)
 NF0276_MARKER: B = BOLT
 NF0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0276_STAMPING: 214 1/2
 NF0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0276+STABILITY: SURFACE MOTION
 NF0276
 NF0276  HISTORY     - Date     Condition        Report By
 NF0276  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0276  HISTORY     - 1934     GOOD             NGS
 NF0276  HISTORY     - 1976     POOR             NGS
 NF0276
 NF0276                          STATION DESCRIPTION
 NF0276
 NF0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0276'1.6 MI W FROM WILLETT.
 NF0276'1.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0276'STATION AT MILLETT, EATON COUNTY, 0.5 MILES WEST OF MILEPOST
 NF0276'C 215, 58 YARDS EAST OF A ROAD CROSSING, 29.7 FEET NORTH OF
 NF0276'THE NORTH RAIL OF THE NORTH TRACK, 1.5 FEET SOUTH OF THE RIGHT
 NF0276'OF-WAY FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A COPPER
 NF0276'BOLT, STAMPED 214 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0276
 NF0276                          STATION RECOVERY (1976)
 NF0276
 NF0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0276'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0985 ***********************************************************************
 RJ0985  DESIGNATION -  215
 RJ0985  PID         -  RJ0985
 RJ0985  STATE/COUNTY-  MI/CHIPPEWA
 RJ0985  USGS QUAD   -  GOETZVILLE (1976)
 RJ0985
 RJ0985                         *CURRENT SURVEY CONTROL
 RJ0985  ___________________________________________________________________
 RJ0985* NAD 83(1994)-  46 02 40.91950(N)    084 00 06.37560(W)     ADJUSTED  
 RJ0985* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0985  ___________________________________________________________________
 RJ0985  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 RJ0985  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0985
 RJ0985  HORZ ORDER  -  THIRD
 RJ0985
 RJ0985.The horizontal coordinates were established by classical geodetic methods
 RJ0985.and adjusted by the National Geodetic Survey in February 1997..
 RJ0985
 RJ0985.The orthometric height was scaled from a topographic map.
 RJ0985
 RJ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0985
 RJ0985.The geoid height was determined by GEOID03.
 RJ0985
 RJ0985;                    North         East     Units Scale Factor Converg.
 RJ0985;SPC MI N     -   144,581.118 8,231,989.780   MT  0.99991161   +2 10 01.5
 RJ0985;SPC MI N     -   474,347.50 27,007,840.49   iFT  0.99991161   +2 10 01.5
 RJ0985;SPC MI C     -   303,222.821 6,028,245.926   MT  1.00009805   +0 15 28.0
 RJ0985;SPC MI C     -   994,825.53 19,777,709.73   iFT  1.00009805   +0 15 28.0
 RJ0985;UTM  16      - 5,103,385.155   731,969.049   MT  1.00026154   +2 09 33.6
 RJ0985;UTM  17      - 5,103,395.494   267,756.920   MT  1.00026311   -2 09 42.8
 RJ0985
 RJ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0985!SPC MI N     -   0.99997762  x   0.99991161  =   0.99988923
 RJ0985!SPC MI C     -   0.99997762  x   1.00009805  =   1.00007567
 RJ0985!UTM  16      -   0.99997762  x   1.00026154  =   1.00023916
 RJ0985!UTM  17      -   0.99997762  x   1.00026311  =   1.00024073
 RJ0985
 RJ0985:                Primary Azimuth Mark                     Grid Az
 RJ0985:SPC MI N     -  213 USLS 1894                            039 46 18.5
 RJ0985:SPC MI C     -  213 USLS 1894                            041 40 52.0
 RJ0985:UTM  16      -  213 USLS 1894                            039 46 46.4
 RJ0985:UTM  17      -  213 USLS 1894                            044 06 02.8
 RJ0985
 RJ0985|---------------------------------------------------------------------|
 RJ0985| PID    Reference Object                     Distance      Geod. Az  |
 RJ0985|                                                           dddmmss.s |
 RJ0985| RH0051 213 USLS 1894                       APPROX. 3.1 KM 0415620.0 |
 RJ0985|---------------------------------------------------------------------|
 RJ0985
 RJ0985                          SUPERSEDED SURVEY CONTROL
 RJ0985
 RJ0985  NAD 83(1986)-  46 02 40.90787(N)    084 00 06.36810(W) AD(       ) 3
 RJ0985  NAD 27      -  46 02 40.84600(N)    084 00 06.30900(W) AD(       ) 3
 RJ0985
 RJ0985.Superseded values are not recommended for survey control.
 RJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0985.See file dsdata.txt to determine how the superseded data were derived.
 RJ0985
 RJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3196903385(NAD 83)
 RJ0985_MARKER: DD = SURVEY DISK
 RJ0985_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RJ0985_PROJECTION: FLUSH
 RJ0985_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0985
 RJ0985  HISTORY     - Date     Condition        Report By
 RJ0985  HISTORY     - UNK      MONUMENTED
 RJ0985  HISTORY     - 1988     GOOD             NOS
 RJ0985
 RJ0985                          STATION DESCRIPTION
 RJ0985
 RJ0985'DESCRIBED UNK
 RJ0985'RECOVERED AS DESCRIBED.
 RJ0985
 RJ0985                          STATION RECOVERY (1988)
 RJ0985
 RJ0985'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (PBW)
 RJ0985'THE STATION WAS RECOVERED AT THIS DATE. THE STATIONS POSITION WAS
 RJ0985'VERIFIED AT THIS TIME.
 RJ0985'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0985'RECOVERED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0183 ***********************************************************************
 RJ0183  DESIGNATION -  216
 RJ0183  PID         -  RJ0183
 RJ0183  STATE/COUNTY-  MI/CHIPPEWA
 RJ0183  USGS QUAD   -  OAK RIDGE (1976)
 RJ0183
 RJ0183                         *CURRENT SURVEY CONTROL
 RJ0183  ___________________________________________________________________
 RJ0183* NAD 83(1986)-  46 16 19.     (N)    084 12 08.     (W)     SCALED    
 RJ0183* NAVD 88     -       179.300  (meters)     588.25   (feet)  ADJUSTED  
 RJ0183  ___________________________________________________________________
 RJ0183  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0183  DYNAMIC HT  -         179.309 (meters)     588.28  (feet)  COMP
 RJ0183  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RJ0183
 RJ0183  VERT ORDER  -  FIRST     CLASS I
 RJ0183
 RJ0183.The horizontal coordinates were scaled from a topographic map and have
 RJ0183.an estimated accuracy of +/- 6 seconds.
 RJ0183
 RJ0183.The orthometric height was determined by differential leveling
 RJ0183.and adjusted by the National Geodetic Survey in June 1991..
 RJ0183
 RJ0183.The geoid height was determined by GEOID03.
 RJ0183
 RJ0183.The dynamic height is computed by dividing the NAVD 88
 RJ0183.geopotential number by the normal gravity value computed on the
 RJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0183.degrees latitude (g = 980.6199 gals.).
 RJ0183
 RJ0183.The modeled gravity was interpolated from observed gravity values.
 RJ0183
 RJ0183;                    North         East    Units  Estimated Accuracy
 RJ0183;SPC MI N     -   169,260.    8,215,600.      MT  (+/- 180 meters Scaled)
 RJ0183
 RJ0183                          SUPERSEDED SURVEY CONTROL
 RJ0183
 RJ0183  NGVD 29 (??/??/92)  179.281  (m)          588.19   (f) ADJ UNCH    1 1
 RJ0183
 RJ0183.Superseded values are not recommended for survey control.
 RJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0183.See file dsdata.txt to determine how the superseded data were derived.
 RJ0183
 RJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS155280(NAD 83)
 RJ0183_MARKER: Z = SEE DESCRIPTION
 RJ0183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0183+WITH SETTING: INTO GROUND
 RJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0183+STABILITY: SURFACE MOTION
 RJ0183
 RJ0183  HISTORY     - Date     Condition        Report By
 RJ0183  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0183  HISTORY     - 1969     GOOD             USLS
 RJ0183  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0183
 RJ0183                          STATION DESCRIPTION
 RJ0183
 RJ0183'DESCRIBED BY US LAKE SURVEY 1969
 RJ0183'4.2 MI ESE FROM BARBEAU.
 RJ0183'216 IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 4-1/4 MILES EAST
 RJ0183'SOUTHEAST OF BARBEAU, 1.82 MILES SOUTH OF INTERSECTION OF RIVER
 RJ0183'AND NEEBISH ROADS, 21 FEET EAST OF CENTERLINE OF RIVER ROAD,
 RJ0183'2.2 FEET NORTHWEST OF CENTER OF UTILITY POLE CUT OFF FLUSH WITH
 RJ0183'THE GROUND SURFACE, 1/4 FEET WEST OF UTILITY POLE NO. B2-216,
 RJ0183'1/2-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT
 RJ0183'ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET LONG.
 RJ0183
 RJ0183                          STATION RECOVERY (1983)
 RJ0183
 RJ0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0055 ***********************************************************************
 RH0055  DESIGNATION -  217 USLS 1894
 RH0055  PID         -  RH0055
 RH0055  STATE/COUNTY-  MI/CHIPPEWA
 RH0055  USGS QUAD   -  LIME ISLAND (1994)
 RH0055
 RH0055                         *CURRENT SURVEY CONTROL
 RH0055  ___________________________________________________________________
 RH0055* NAD 83(1994)-  46 01 49.67082(N)    083 58 52.90010(W)     ADJUSTED  
 RH0055* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RH0055  ___________________________________________________________________
 RH0055  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 RH0055  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 RH0055
 RH0055  HORZ ORDER  -  SECOND
 RH0055
 RH0055.The horizontal coordinates were established by classical geodetic methods
 RH0055.and adjusted by the National Geodetic Survey in February 1997..
 RH0055
 RH0055.The orthometric height was scaled from a topographic map.
 RH0055
 RH0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0055
 RH0055.The geoid height was determined by GEOID03.
 RH0055
 RH0055;                    North         East     Units Scale Factor Converg.
 RH0055;SPC MI N     -   143,060.006 8,233,628.481   MT  0.99991268   +2 10 54.6
 RH0055;SPC MI N     -   469,356.98 27,013,216.80   iFT  0.99991268   +2 10 54.6
 RH0055;UTM  17      - 5,101,754.465   269,276.661   MT  1.00025446   -2 08 48.0
 RH0055;UTM  16      - 5,101,863.275   733,608.116   MT  1.00027093   +2 10 24.7
 RH0055
 RH0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0055!SPC MI N     -   0.99997675  x   0.99991268  =   0.99988943
 RH0055!UTM  17      -   0.99997675  x   1.00025446  =   1.00023120
 RH0055!UTM  16      -   0.99997675  x   1.00027093  =   1.00024767
 RH0055
 RH0055:                Primary Azimuth Mark                     Grid Az
 RH0055:SPC MI N     -  213 USLS 1894                            005 12 22.8
 RH0055:UTM  17      -  213 USLS 1894                            009 32 05.4
 RH0055:UTM  16      -  213 USLS 1894                            005 12 52.7
 RH0055
 RH0055|---------------------------------------------------------------------|
 RH0055| PID    Reference Object                     Distance      Geod. Az  |
 RH0055|                                                           dddmmss.s |
 RH0055| RH0051 213 USLS 1894                       APPROX. 3.9 KM 0072317.4 |
 RH0055|---------------------------------------------------------------------|
 RH0055
 RH0055                          SUPERSEDED SURVEY CONTROL
 RH0055
 RH0055  NAD 83(1986)-  46 01 49.65892(N)    083 58 52.89235(W) AD(       ) 2
 RH0055  NAD 83(1986)-  46 01 49.66082(N)    083 58 52.89252(W) AD(       ) 3
 RH0055  NAD 27      -  46 01 49.59800(N)    083 58 52.83900(W) AD(       ) 3
 RH0055
 RH0055.Superseded values are not recommended for survey control.
 RH0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0055.See file dsdata.txt to determine how the superseded data were derived.
 RH0055
 RH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6927701754(NAD 83)
 RH0055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RH0055_SETTING: 66 = SET IN ROCK OUTCROP
 RH0055_SP_SET: SET IN ROCK OUTCROP
 RH0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RH0055+STABILITY: POSITION/ELEVATION WELL
 RH0055
 RH0055  HISTORY     - Date     Condition        Report By
 RH0055  HISTORY     - 1894     MONUMENTED       CGS
 RH0055  HISTORY     - 1988     GOOD             USE
 RH0055
 RH0055                          STATION DESCRIPTION
 RH0055
 RH0055'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0055'THE STATION IS LOCATED ABOUT 58.6 KM (36.4 MI) SOUTH-SOUTHEAST OF
 RH0055'SAULT STE MARIE,
 RH0055'52.3 KM (32.5 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0055'7.7 KM (4.8 MI) NORTHWEST OF DETOUR VILLAGE
 RH0055'ON A SMALL UNNAMED ISLAND IN FRAC SEC 18, T42N-R4E
 RH0055'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RH0055'
 RH0055'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO
 RH0055'NORTH FOR 1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD.
 RH0055'TURN RIGHT AND GO NORTHEAST FOR 2.7 KM (1.7 MI) ON NORTH RABER ROAD
 RH0055'TO A 90 DEGREE TURN TO THE LEFT.  AT THIS CORNER PROCEED STRAIGHT
 RH0055'FOR 152.4 M (500 FT) TO THE PUBLIC BOAT LAUNCH.  BY BOAT TRAVEL
 RH0055'DOWNRIVER FOR 40 MINUTES TO THE NORTHWEST CORNER OF MAUD BAY WHERE
 RH0055'THE STATION IS LOCATED.
 RH0055'
 RH0055'THE STATION IS A STANDARD USLS DISK
 RH0055'THAT IS
 RH0055'STAMPED---217---,
 RH0055'SET INTO A MOUND OF ROCK UNDER A NAVIGATION TRIPOD.
 RH0055'
 RH0055'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0214 ***********************************************************************
 RJ0214  DESIGNATION -  219 USLS
 RJ0214  PID         -  RJ0214
 RJ0214  STATE/COUNTY-  MI/CHIPPEWA
 RJ0214  USGS QUAD   -  OAK RIDGE (1976)
 RJ0214
 RJ0214                         *CURRENT SURVEY CONTROL
 RJ0214  ___________________________________________________________________
 RJ0214* NAD 83(1986)-  46 20 41.     (N)    084 08 53.     (W)     SCALED    
 RJ0214* NAVD 88     -       200.022  (meters)     656.24   (feet)  ADJUSTED  
 RJ0214  ___________________________________________________________________
 RJ0214  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0214  DYNAMIC HT  -         200.033 (meters)     656.27  (feet)  COMP
 RJ0214  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RJ0214
 RJ0214  VERT ORDER  -  FIRST     CLASS 0
 RJ0214
 RJ0214.The horizontal coordinates were scaled from a topographic map and have
 RJ0214.an estimated accuracy of +/- 6 seconds.
 RJ0214
 RJ0214.The orthometric height was determined by differential leveling
 RJ0214.and adjusted by the National Geodetic Survey in June 1991..
 RJ0214.WARNING-Repeat measurements at this control monument indicate possible
 RJ0214.vertical movement.
 RJ0214
 RJ0214.The geoid height was determined by GEOID03.
 RJ0214
 RJ0214.The dynamic height is computed by dividing the NAVD 88
 RJ0214.geopotential number by the normal gravity value computed on the
 RJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0214.degrees latitude (g = 980.6199 gals.).
 RJ0214
 RJ0214.The modeled gravity was interpolated from observed gravity values.
 RJ0214
 RJ0214;                    North         East    Units  Estimated Accuracy
 RJ0214;SPC MI N     -   177,490.    8,219,480.      MT  (+/- 180 meters Scaled)
 RJ0214
 RJ0214                          SUPERSEDED SURVEY CONTROL
 RJ0214
 RJ0214.No superseded survey control is available for this station.
 RJ0214
 RJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS194363(NAD 83)
 RJ0214_MARKER: Z = SEE DESCRIPTION
 RJ0214_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0214+WITH SETTING: INTO GROUND
 RJ0214_MARK LOGO: USLS  
 RJ0214_PROJECTION: RECESSED 30 CENTIMETERS
 RJ0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0214+STABILITY: SURFACE MOTION
 RJ0214_ROD/PIPE-DEPTH: 2.4  meters
 RJ0214
 RJ0214  HISTORY     - Date     Condition        Report By
 RJ0214  HISTORY     - 1969     MONUMENTED       USLS
 RJ0214  HISTORY     - 1969     GOOD             USLS
 RJ0214  HISTORY     - 1983     GOOD             NGS
 RJ0214
 RJ0214                          STATION DESCRIPTION
 RJ0214
 RJ0214'DESCRIBED BY US LAKE SURVEY 1969
 RJ0214'AT SUGAR ISLAND.
 RJ0214'219, IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM THE
 RJ0214'FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT,
 RJ0214'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0214'GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT,
 RJ0214'GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT
 RJ0214'AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN SOUTH 1.6 MILES,
 RJ0214'THEN SOUTHEAST 0.83 MILE TO VICINITY OF MARK ON LEFT, 154 FEET
 RJ0214'SOUTHEAST OF CENTERLINE OF NORTHEAST BOUND ROAD, 86.0 FEET
 RJ0214'SOUTH OF SOUTH CORNER OF DWELLING, 26 FEET NORTHEAST OF
 RJ0214'CENTERLINE OF ROAD, 4.0 FEET SOUTHEAST OF UTILITY POLE NO. SU
 RJ0214'I-219, 1-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST POINT
 RJ0214'ON TOP OF A 5/8-INCH DIAMETER STEEL ROD, 8 FEET LONG.
 RJ0214
 RJ0214                          STATION RECOVERY (1983)
 RJ0214
 RJ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0214'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0214'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0214'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0214'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0214'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0214'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0214'(0.45 MI) EAST TO A Y INTERSECTION, THENCE 3.7 KM (2.3 MI) SOUTHEAST
 RJ0214'ALONG HOMESTEAD ROAD TO A CURVE IN THE ROAD, THENCE 2.6 KM (1.6 MI)
 RJ0214'SOUTH ALONG HOMESTEAD ROAD TO ANOTHER CURVE CONTINUE 1.3 KM (0.8 MI)
 RJ0214'SOUTHEAST ALONG HOMESTEAD ROAD, AT A PRIVATE ENTRANCE DRIVE
 RJ0214'EAST-NORTHEAST TO A SMALL WHITE RESIDENCE AND PROPERTY OF THE LAKE
 RJ0214'SUPERIOR STATE COLLEGE, 47.0 METERS (154.0 FT) SOUTHEAST OF THE
 RJ0214'APPROXIMATE CENTER OF A DIRT ROAD LEADING NORTHEAST, 26.2 METERS
 RJ0214'(86.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A DWELLING, 7.9 METERS
 RJ0214'(26.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 RJ0214'2.3 METERS (7.5 FT) NORTHWEST OF A TELEPHONE JUNCTION BOX, 12.5 METERS
 RJ0214'(41.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE PRIVATE DRIVE,
 RJ0214'AND 1.2 METERS (4.0 FT) SOUTHEAST OF A POWERLINE POLE WITH TWO GUY
 RJ0214'WIRES AND A TRANSFORMER.
 RJ0214'THE MARK IS 1.2 METERS  SE FROM A WITNESS POST.
 RJ0214'THE MARK IS 0.3 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0496 ***********************************************************************
 NE0496  DESIGNATION -  22
 NE0496  PID         -  NE0496
 NE0496  STATE/COUNTY-  MI/WAYNE
 NE0496  USGS QUAD   -  ROCKWOOD (1981)
 NE0496
 NE0496                         *CURRENT SURVEY CONTROL
 NE0496  ___________________________________________________________________
 NE0496* NAD 83(1986)-  42 04 14.     (N)    083 14 18.     (W)     SCALED    
 NE0496* NAVD 88     -       178.094  (meters)     584.30   (feet)  ADJUSTED  
 NE0496  ___________________________________________________________________
 NE0496  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NE0496  DYNAMIC HT  -         178.034 (meters)     584.10  (feet)  COMP
 NE0496  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 NE0496
 NE0496  VERT ORDER  -  FIRST     CLASS I
 NE0496
 NE0496.The horizontal coordinates were scaled from a topographic map and have
 NE0496.an estimated accuracy of +/- 6 seconds.
 NE0496
 NE0496.The orthometric height was determined by differential leveling
 NE0496.and adjusted by the National Geodetic Survey in June 1991..
 NE0496
 NE0496.The geoid height was determined by GEOID03.
 NE0496
 NE0496.The dynamic height is computed by dividing the NAVD 88
 NE0496.geopotential number by the normal gravity value computed on the
 NE0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0496.degrees latitude (g = 980.6199 gals.).
 NE0496
 NE0496.The modeled gravity was interpolated from observed gravity values.
 NE0496
 NE0496;                    North         East    Units  Estimated Accuracy
 NE0496;SPC MI S     -    64,000.    4,093,380.      MT  (+/- 180 meters Scaled)
 NE0496
 NE0496                          SUPERSEDED SURVEY CONTROL
 NE0496
 NE0496  NGVD 29 (??/??/92)  178.268  (m)          584.87   (f) ADJ UNCH    1 1
 NE0496
 NE0496.Superseded values are not recommended for survey control.
 NE0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0496.See file dsdata.txt to determine how the superseded data were derived.
 NE0496
 NE0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG148600(NAD 83)
 NE0496_MARKER: DD = SURVEY DISK
 NE0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0496_SP_SET: BRIDGE
 NE0496_STAMPING: NO 22 BENCH MARK ELEV USC AND G 1899
 NE0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0496
 NE0496  HISTORY     - Date     Condition        Report By
 NE0496  HISTORY     - 1899     MONUMENTED       DTSRR
 NE0496  HISTORY     - 1954     GOOD             NGS
 NE0496  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0496  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0496  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0496
 NE0496                          STATION DESCRIPTION
 NE0496
 NE0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0496'0.4 MI NE FROM ROCKWOOD.
 NE0496'ABOUT 0.35 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE
 NE0496'LINE RAILROAD FROM CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0496'ABOUT 180 YARDS SOUTHWEST OF MILE POST 31, IN THE TOP AND 2 FEET
 NE0496'NORTHEAST OF SOUTHWEST END OF SOUTHEAST HEAD WALL OF A 30-FOOT
 NE0496'CONCRETE BRIDGE OVER SILVER CREEK, 7 1/2 FEET SOUTHEAST OF
 NE0496'SOUTHEAST RAIL OF SOUTHEAST TRACK AND ABOUT 1 1/2 FEET BELOW
 NE0496'LEVEL OF TRACK.
 NE0496
 NE0496                          STATION RECOVERY (1987)
 NE0496
 NE0496'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0496'MARK NOT FOUND.
 NE0496
 NE0496                          STATION RECOVERY (1988)
 NE0496
 NE0496'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0496'MARK NOT FOUND.
 NE0496
 NE0496                          STATION RECOVERY (1999)
 NE0496
 NE0496'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0047 ***********************************************************************
 NG0047  DESIGNATION -  22 D 1 MIGS
 NG0047  PID         -  NG0047
 NG0047  STATE/COUNTY-  MI/OTTAWA
 NG0047  USGS QUAD   -  PORT SHELDON (1980)
 NG0047
 NG0047                         *CURRENT SURVEY CONTROL
 NG0047  ___________________________________________________________________
 NG0047* NAD 83(1986)-  42 55 28.     (N)    086 09 00.     (W)     SCALED    
 NG0047* NAVD 88     -       188.411  (meters)     618.15   (feet)  ADJUSTED  
 NG0047  ___________________________________________________________________
 NG0047  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NG0047  DYNAMIC HT  -         188.368 (meters)     618.00  (feet)  COMP
 NG0047  MODELED GRAV-     980,386.1   (mgal)                       NAVD 88
 NG0047
 NG0047  VERT ORDER  -  FIRST     CLASS II
 NG0047
 NG0047.The horizontal coordinates were scaled from a topographic map and have
 NG0047.an estimated accuracy of +/- 6 seconds.
 NG0047
 NG0047.The orthometric height was determined by differential leveling
 NG0047.and adjusted by the National Geodetic Survey in June 1991..
 NG0047
 NG0047.The geoid height was determined by GEOID03.
 NG0047
 NG0047.The dynamic height is computed by dividing the NAVD 88
 NG0047.geopotential number by the normal gravity value computed on the
 NG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0047.degrees latitude (g = 980.6199 gals.).
 NG0047
 NG0047.The modeled gravity was interpolated from observed gravity values.
 NG0047
 NG0047;                    North         East    Units  Estimated Accuracy
 NG0047;SPC MI S     -   159,770.    3,854,430.      MT  (+/- 180 meters Scaled)
 NG0047
 NG0047                          SUPERSEDED SURVEY CONTROL
 NG0047
 NG0047  NGVD 29 (??/??/92)  188.563  (m)          618.64   (f) ADJ UNCH    1 2
 NG0047
 NG0047.Superseded values are not recommended for survey control.
 NG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0047.See file dsdata.txt to determine how the superseded data were derived.
 NG0047
 NG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN693527(NAD 83)
 NG0047_MARKER: DB = BENCH MARK DISK
 NG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0047_STAMPING: 22 D 1
 NG0047_MARK LOGO: CGS+SS
 NG0047_PROJECTION: FLUSH
 NG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0047+STABILITY: SURFACE MOTION
 NG0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0047+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2004
 NG0047
 NG0047  HISTORY     - Date     Condition        Report By
 NG0047  HISTORY     - UNK      MONUMENTED       MIGS
 NG0047  HISTORY     - 1934     GOOD             NGS
 NG0047  HISTORY     - 1976     GOOD             LOCENG
 NG0047  HISTORY     - 1984     GOOD             NGS
 NG0047  HISTORY     - 1988     GOOD             USPSQD
 NG0047  HISTORY     - 19971101 GOOD             USPSQD
 NG0047  HISTORY     - 20041206 GOOD             INDIV
 NG0047
 NG0047                          STATION DESCRIPTION
 NG0047
 NG0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0047'0.2 MI N FROM WEST OLIVE.
 NG0047'0.2 MILE NORTH ALONG U.S. HIGHWAY 31 FROM WEST OLIVE, OTTAWA
 NG0047'COUNTY, 110 FEET SOUTH OF THE CROSSING OF THE PERE MARQUETTE
 NG0047'RAILWAY, 50 FEET WEST OF THE WEST RAIL, 45 FEET EAST OF THE
 NG0047'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE TOP OF THE RAIL.
 NG0047'A STATE SURVEY STANDARD DISK, STAMPED 22 D 1 AND SET IN THE TOP
 NG0047'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NG0047
 NG0047                          STATION RECOVERY (1976)
 NG0047
 NG0047'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 NG0047'0.2 MILES NORTH ALONG U.S. HIGHWAY 31 FROM WEST OLIVE, OTTAWA COUNTY,
 NG0047'159 FT. SOUTH OF CROSSING OF C AND O RAILWAY, 26 FT. WEST OF THE WEST
 NG0047'RAIL, 45 FT. EAST OF C/L WEST OLIVE ROAD (OLD US-31), 44 FT. SW OF
 NG0047'WHISTLE POST, LEVEL WITH TOP OF RAIL, A STATE SURVEY STANDARD DISC,
 NG0047'STAMPED 22 D 1, SET IN TOP OF CONCRETE POST, PROJECTING 1 IN. ABOVE
 NG0047'GROUND.
 NG0047
 NG0047                          STATION RECOVERY (1984)
 NG0047
 NG0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0047'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM
 NG0047'(0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN GRAND
 NG0047'HAVEN, THENCE 14.2 KM (8.8 MI) SOUTH ALONG U.S. HIGHWAY 31, AT WEST
 NG0047'OLIVE RAOD LEADING WEST, THEN SOUTH AFTER CROSSING THE CHESAPEAKE AND
 NG0047'OHIO RAILROAD TRACKS, 49.07 METERS (161.0 FT) SOUTH OF THE CENTER OF
 NG0047'THE CROSSING OF THE RAILROAD TRACKS AND WEST OLIVE ROAD, 51.20 METERS
 NG0047'(68.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 NG0047'HIGHWAY 31, 30.38 METERS (99.7 FT) SOUTHWEST OF AND ACROSS THE TRACKS
 NG0047'FROM A POWERLINE POLE, 13.86 METERS (45.5 FT) EAST OF THE CENTER OF
 NG0047'WEST OLIVE ROAD (OLD HIGHWAY 31), AND 7.92 METERS (26.0 FT)
 NG0047'WEST-SOUTHWEST OF THE WEST RAIL.
 NG0047'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 NG0047'THE MARK IS ABOVE LEVEL WITH TRACKS.
 NG0047
 NG0047                          STATION RECOVERY (1988)
 NG0047
 NG0047'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0047'RECOVERED IN GOOD CONDITION.
 NG0047
 NG0047                          STATION RECOVERY (1997)
 NG0047
 NG0047'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0047'RECOVERED IN GOOD CONDITION.
 NG0047
 NG0047                          STATION RECOVERY (2004)
 NG0047
 NG0047'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0394 ***********************************************************************
 NG0394  DESIGNATION -  22 G
 NG0394  PID         -  NG0394
 NG0394  STATE/COUNTY-  MI/OTTAWA
 NG0394  USGS QUAD   -  PORT SHELDON (1980)
 NG0394
 NG0394                         *CURRENT SURVEY CONTROL
 NG0394  ___________________________________________________________________
 NG0394* NAD 83(1994)-  42 59 13.92265(N)    086 11 35.32221(W)     ADJUSTED  
 NG0394* NAVD 88     -       188.803  (meters)     619.43   (feet)  ADJUSTED  
 NG0394  ___________________________________________________________________
 NG0394  X           -     310,258.212 (meters)                     COMP
 NG0394  Y           -  -4,662,725.584 (meters)                     COMP
 NG0394  Z           -   4,326,567.584 (meters)                     COMP
 NG0394  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 NG0394  ELLIP HEIGHT-         155.24  (meters)          (07/17/02) GPS OBS
 NG0394  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NG0394  DYNAMIC HT  -         188.761 (meters)     619.29  (feet)  COMP
 NG0394  MODELED GRAV-     980,393.3   (mgal)                       NAVD 88
 NG0394
 NG0394  HORZ ORDER  -  FIRST
 NG0394  VERT ORDER  -  FIRST     CLASS II
 NG0394  ELLP ORDER  -  FOURTH    CLASS I
 NG0394
 NG0394.The horizontal coordinates were established by GPS observations
 NG0394.and adjusted by the National Geodetic Survey in February 1997..
 NG0394
 NG0394.The orthometric height was determined by differential leveling
 NG0394.and adjusted by the National Geodetic Survey in June 1991..
 NG0394
 NG0394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0394
 NG0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0394
 NG0394.The ellipsoidal height was determined by GPS observations
 NG0394.and is referenced to NAD 83.
 NG0394
 NG0394.The geoid height was determined by GEOID03.
 NG0394
 NG0394.The dynamic height is computed by dividing the NAVD 88
 NG0394.geopotential number by the normal gravity value computed on the
 NG0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0394.degrees latitude (g = 980.6199 gals.).
 NG0394
 NG0394.The modeled gravity was interpolated from observed gravity values.
 NG0394
 NG0394;                    North         East     Units Scale Factor Converg.
 NG0394;SPC MI S     -   166,810.379 3,851,061.593   MT  0.99990846   -1 14 34.7
 NG0394;SPC MI S     -   547,278.15 12,634,716.51   iFT  0.99990846   -1 14 34.7
 NG0394;UTM  16      - 4,759,709.271   565,779.222   MT  0.99965323   +0 33 00.6
 NG0394
 NG0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0394!SPC MI S     -   0.99997566  x   0.99990846  =   0.99988412
 NG0394!UTM  16      -   0.99997566  x   0.99965323  =   0.99962889
 NG0394
 NG0394                          SUPERSEDED SURVEY CONTROL
 NG0394
 NG0394  ELLIP H (02/03/97)  155.27   (m)                       GP(       ) 4 1
 NG0394  NAD 83(1986)-  42 59 13.92471(N)    086 11 35.33353(W) AD(       ) 1
 NG0394  NAD 83(1986)-  42 59 13.87439(N)    086 11 35.31546(W) AD(       ) 3
 NG0394  NAVD 88 (09/30/91)  188.80   (m)          619.4    (f) LEVELING    3  
 NG0394  NGVD 29 (03/27/91)  188.86   (m)          619.6    (f) LEVELING    3  
 NG0394
 NG0394.Superseded values are not recommended for survey control.
 NG0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0394.See file dsdata.txt to determine how the superseded data were derived.
 NG0394
 NG0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6577959709(NAD 83)
 NG0394_MARKER: DB = BENCH MARK DISK
 NG0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0394_SP_SET: SQUARE CONCRETE MONUMENT
 NG0394_STAMPING: 22 G
 NG0394_MARK LOGO: CGS   
 NG0394_PROJECTION: FLUSH
 NG0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0394+STABILITY: SURFACE MOTION
 NG0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0394+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 NG0394
 NG0394  HISTORY     - Date     Condition        Report By
 NG0394  HISTORY     - UNK      MONUMENTED       MIGS
 NG0394  HISTORY     - 1984     GOOD             NGS
 NG0394  HISTORY     - 1988     GOOD             USPSQD
 NG0394  HISTORY     - 19890301 GOOD             NGS
 NG0394  HISTORY     - 19910625 GOOD             NGS
 NG0394  HISTORY     - 20040311 GOOD             INDIV
 NG0394  HISTORY     - 20050509 GOOD             INDIV
 NG0394
 NG0394                          STATION DESCRIPTION
 NG0394
 NG0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0394'9.7 KM (6.05 MI) SSE FROM GRAND HAVEN.
 NG0394'THE MARK IS 0.4 M ABOVE SOUTHBOUND LANES.
 NG0394'0.7 KM (0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN
 NG0394'GRAND HAVEN, THENCE 9.0 KM (5.6 MI) SOUTH ALONG U.S. HIGHWAY 31, AT A
 NG0394'POINT ABOUT 62.17 METERS (204.0 FT) NORTH OF THE CENTER OF BUCHANAN
 NG0394'STREET, 12.07 METERS (39.6 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 NG0394'SOUTHBOUND LANES OF HIGHWAY 31, 8.80 METERS (28.9 FT) EAST-NORTHEAST
 NG0394'OF THE EAST-NORTHEAST RAIL, 4.05 METERS (13.3 FT) SOUTH-SOUTHEAST OF A
 NG0394'TELEPHONE POLE.
 NG0394'THE MARK IS 0.12 METERS  NNW FROM A WITNESS POST.
 NG0394
 NG0394                          STATION RECOVERY (1988)
 NG0394
 NG0394'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0394'RECOVERED IN GOOD CONDITION.
 NG0394
 NG0394                          STATION RECOVERY (1989)
 NG0394
 NG0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NG0394'THE STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) SOUTH-SOUTHEAST OF GRAND
 NG0394'HAVEN, 7.8 KM (4.85 MI) SOUTHWEST OF ROBINSON AND 2.8 KM (1.75 MI)
 NG0394'NORTHWEST OF AGNEW.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NG0394'TO REACH THE STATION FROM THE POST OFFICE (FOURTH STREET AND
 NG0394'WASHINGTON AVENUE) IN GRAND HAVEN, GO SOUTHEAST ON WASHINGTON AVENUE
 NG0394'FOR 0.66 KM (0.40 MI) TO A CROSS STREET, AT A STOPLIGHT.  TURN RIGHT
 NG0394'AND GO SOUTH ON U.S.HIGHWAY 31 (BEACON BOULEVARD) FOR 9.0 KM
 NG0394'(5.60 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING BUCHANAN
 NG0394'STREET.
 NG0394'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NG0394'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 62.2 M (204.1 FT)
 NG0394'NORTH OF THE CENTER OF BUCHANAN STREET, 12.1 M (39.7 FT) WEST OF THE
 NG0394'CENTERLINE OF THE SOUTH BOUND LANES OF U.S.HIGHWAY 31, 8.8 M
 NG0394'(28.9 FT) EAST OF THE NEAR RAIL AND 0.3 M (1.0 FT) NORTH OF A
 NG0394'CARSONITE WITNESS POST.
 NG0394'DESCRIBED BY E.J. HANSMANN.
 NG0394
 NG0394                          STATION RECOVERY (1991)
 NG0394
 NG0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NG0394'THE STATION IS LOCATED ABOUT 8.2 KM (5.1 MI) SOUTH-SOUTHEAST OF GRAND
 NG0394'HAVEN, 7.8 KM (4.8 MI) SOUTHWEST OF ROBINSON AND 2.8 KM (1.7 MI)
 NG0394'NORTHWEST OF AGNEW.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NG0394'TO REACH THE STATION FROM THE POST OFFICE (FOURTH STREET AND
 NG0394'WASHINGTON AVENUE) IN GRAND HAVEN, GO SOUTHEAST ON WASHINGTON AVENUE
 NG0394'FOR 0.66 KM (0.41 MI) TO A CROSS STREET AT A STOPLIGHT.  TURN RIGHT
 NG0394'AND GO SOUTH ON U.S. HIGHWAY 31 (BEACON BOULEVARD) FOR 9.0 KM
 NG0394'(5.6 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING BUCHANAN
 NG0394'STREET.
 NG0394'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NG0394'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 62.2 M (204.1 FT)
 NG0394'NORTH OF THE CENTER OF BUCHANAN STREET, 12.1 M (39.7 FT) WEST OF THE
 NG0394'CENTER OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 31, 8.8 M (28.9 FT)
 NG0394'EAST OF THE NEAR RAIL AND 0.3 M (1.0 FT) NORTH OF A CARSONITE WITNESS
 NG0394'POST.
 NG0394
 NG0394                          STATION RECOVERY (2004)
 NG0394
 NG0394'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NG0394'RECOVERED IN GOOD CONDITION.
 NG0394
 NG0394                          STATION RECOVERY (2005)
 NG0394
 NG0394'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0400 ***********************************************************************
 NG0400  DESIGNATION -  22 G 1 MIGS
 NG0400  PID         -  NG0400
 NG0400  STATE/COUNTY-  MI/OTTAWA
 NG0400  USGS QUAD   -  PORT SHELDON (1980)
 NG0400
 NG0400                         *CURRENT SURVEY CONTROL
 NG0400  ___________________________________________________________________
 NG0400* NAD 83(1986)-  42 53 59.     (N)    086 08 05.     (W)     SCALED    
 NG0400* NAVD 88     -       194.833  (meters)     639.21   (feet)  ADJUSTED  
 NG0400  ___________________________________________________________________
 NG0400  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NG0400  DYNAMIC HT  -         194.787 (meters)     639.06  (feet)  COMP
 NG0400  MODELED GRAV-     980,383.3   (mgal)                       NAVD 88
 NG0400
 NG0400  VERT ORDER  -  FIRST     CLASS II
 NG0400
 NG0400.The horizontal coordinates were scaled from a topographic map and have
 NG0400.an estimated accuracy of +/- 6 seconds.
 NG0400
 NG0400.The orthometric height was determined by differential leveling
 NG0400.and adjusted by the National Geodetic Survey in June 1991..
 NG0400
 NG0400.The geoid height was determined by GEOID03.
 NG0400
 NG0400.The dynamic height is computed by dividing the NAVD 88
 NG0400.geopotential number by the normal gravity value computed on the
 NG0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0400.degrees latitude (g = 980.6199 gals.).
 NG0400
 NG0400.The modeled gravity was interpolated from observed gravity values.
 NG0400
 NG0400;                    North         East    Units  Estimated Accuracy
 NG0400;SPC MI S     -   156,990.    3,855,620.      MT  (+/- 180 meters Scaled)
 NG0400
 NG0400                          SUPERSEDED SURVEY CONTROL
 NG0400
 NG0400.No superseded survey control is available for this station.
 NG0400
 NG0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN706500(NAD 83)
 NG0400_MARKER: DD = SURVEY DISK
 NG0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0400_SP_SET: CONCRETE POST
 NG0400_STAMPING: 22-G1
 NG0400_MARK LOGO: MIGS  
 NG0400_PROJECTION: PROJECTING 22 CENTIMETERS
 NG0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0400+STABILITY: SURFACE MOTION
 NG0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0400+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 NG0400
 NG0400  HISTORY     - Date     Condition        Report By
 NG0400  HISTORY     - UNK      MONUMENTED       MIGS
 NG0400  HISTORY     - 1984     GOOD             NGS
 NG0400  HISTORY     - 1988     GOOD             USPSQD
 NG0400  HISTORY     - 19971101 GOOD             USPSQD
 NG0400  HISTORY     - 20031004 GOOD             JCLS
 NG0400  HISTORY     - 20041202 POOR             INDIV
 NG0400
 NG0400                          STATION DESCRIPTION
 NG0400
 NG0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0400'12.8 KM (7.95 MI) NORTH FROM HOLLAND.
 NG0400'2.4 KM (1.5 MI) NORTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0400'STREET IN HOLLAND, THENCE 7.6 KM (4.75 MI) NORTH ALONG 136TH AVENUE,
 NG0400'THENCE 2.7 KM (1.70 MI) NORTH-NORTHWEST ALONG WEST OLIVE ROAD, AT THE
 NG0400'INTERSECTION OF TYLER STREET, 36.11 METERS (118.5 FT) EAST AND ACROSS
 NG0400'THE RAILROAD TRACKS FROM THE CENTER OF WEST OLIVE ROAD, 13.10 METERS
 NG0400'(43.0 FT) NORTH OF THE CENTER OF TYLER STREET, 9.29 METERS (30.5 FT)
 NG0400'EAST-NORTHEAST OF THE EAST RAIL, 7.19 METERS (23.6 FT) NORTH-NORTHWEST
 NG0400'OF A 10 FEET TALL RAILROAD RAIL WITH A RAILROAD CROSSING SIGN
 NG0400'ATTACHED, AND 31.21 METERS (102.4 FT) EAST AND ACROSS THE TRACKS FROM
 NG0400'BENCH MARK T 317.
 NG0400'THE MARK IS 0.3 METERS  ENE FROM A WITNESS POST.
 NG0400'THE MARK IS 0.4 M ABOVE TRACKS.
 NG0400
 NG0400                          STATION RECOVERY (1988)
 NG0400
 NG0400'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0400'RECOVERED IN GOOD CONDITION.
 NG0400
 NG0400                          STATION RECOVERY (1997)
 NG0400
 NG0400'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0400'RECOVERED IN GOOD CONDITION.
 NG0400
 NG0400                          STATION RECOVERY (2003)
 NG0400
 NG0400'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 NG0400'RECOVERED IN GOOD CONDITION.
 NG0400
 NG0400                          STATION RECOVERY (2004)
 NG0400
 NG0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0400'TOP OF MONUMENT IS 1.5' ABOVE GROUND LEVEL. MONUMENT IS LEANING
 NG0400'SOUTHWESTERLY, WITH NORTH AND SOUTH EDGES OF CONCRETE BROKEN.  HEAVY
 NG0400'EQUIPMENT TRACKS WERE FOUND NEXT TO MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0049 ***********************************************************************
 NG0049  DESIGNATION -  22 I MIGS
 NG0049  PID         -  NG0049
 NG0049  STATE/COUNTY-  MI/OTTAWA
 NG0049  USGS QUAD   -  PORT SHELDON (1980)
 NG0049
 NG0049                         *CURRENT SURVEY CONTROL
 NG0049  ___________________________________________________________________
 NG0049* NAD 83(1986)-  42 58 20.     (N)    086 10 59.     (W)     SCALED    
 NG0049* NAVD 88     -       189.022  (meters)     620.15   (feet)  ADJUSTED  
 NG0049  ___________________________________________________________________
 NG0049  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NG0049  DYNAMIC HT  -         188.979 (meters)     620.01  (feet)  COMP
 NG0049  MODELED GRAV-     980,392.7   (mgal)                       NAVD 88
 NG0049
 NG0049  VERT ORDER  -  SECOND    CLASS 0
 NG0049
 NG0049.The horizontal coordinates were scaled from a topographic map and have
 NG0049.an estimated accuracy of +/- 6 seconds.
 NG0049
 NG0049.The orthometric height was determined by differential leveling
 NG0049.and adjusted by the National Geodetic Survey in June 1991..
 NG0049
 NG0049.The geoid height was determined by GEOID03.
 NG0049
 NG0049.The dynamic height is computed by dividing the NAVD 88
 NG0049.geopotential number by the normal gravity value computed on the
 NG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0049.degrees latitude (g = 980.6199 gals.).
 NG0049
 NG0049.The modeled gravity was interpolated from observed gravity values.
 NG0049
 NG0049;                    North         East    Units  Estimated Accuracy
 NG0049;SPC MI S     -   165,130.    3,851,850.      MT  (+/- 180 meters Scaled)
 NG0049
 NG0049                          SUPERSEDED SURVEY CONTROL
 NG0049
 NG0049  NGVD 29 (??/??/92)  189.168  (m)          620.63   (f) ADJ UNCH    2 0
 NG0049
 NG0049.Superseded values are not recommended for survey control.
 NG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0049.See file dsdata.txt to determine how the superseded data were derived.
 NG0049
 NG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN666580(NAD 83)
 NG0049_MARKER: DB = BENCH MARK DISK
 NG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0049_STAMPING: 22 A 1
 NG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0049+STABILITY: SURFACE MOTION
 NG0049
 NG0049  HISTORY     - Date     Condition        Report By
 NG0049  HISTORY     - UNK      MONUMENTED       MIGS
 NG0049  HISTORY     - 1934     GOOD             NGS
 NG0049  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0049  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0049  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0049  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0049  HISTORY     - 19971101 MARK NOT FOUND   USPSQD
 NG0049  HISTORY     - 20040311 MARK NOT FOUND   INDIV
 NG0049
 NG0049                          STATION DESCRIPTION
 NG0049
 NG0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0049'0.5 MI N FROM AGNEW.
 NG0049'0.2 MILE NORTH ALONG THE PERE MARQUETTE RAILWAY AND U.S. HIGHWAY
 NG0049'31 FROM AGNEW, IN GRAND HAVEN TOWNSHIP, IN SEC. 26, T 7 N., R.
 NG0049'16 W., ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 31
 NG0049'AND STATE HIGHWAY 50, 200 FEET NORTH OF A DIRT-ROAD CROSSING,
 NG0049'31.6 FEET WEST OF THE WEST RAIL, 10 FEET EAST OF A FENCE LINE, AND
 NG0049'2 INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK,
 NG0049'STAMPED 22 A 1 AND SET IN THE TOP OF A CONCRETE POST.
 NG0049
 NG0049                          STATION RECOVERY (1972)
 NG0049
 NG0049'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (1984)
 NG0049
 NG0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0049'THE POST WAS FOUND BROKEN IN TWO AND LYING ON TOP OF THE GROUND AND
 NG0049'THE DISK LOST.
 NG0049
 NG0049                          STATION RECOVERY (1987)
 NG0049
 NG0049'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (1988)
 NG0049
 NG0049'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (1997)
 NG0049
 NG0049'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0049'MARK NOT FOUND.
 NG0049
 NG0049                          STATION RECOVERY (2004)
 NG0049
 NG0049'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NG0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0050 ***********************************************************************
 NG0050  DESIGNATION -  22 J
 NG0050  PID         -  NG0050
 NG0050  STATE/COUNTY-  MI/OTTAWA
 NG0050  USGS QUAD   -  PORT SHELDON (1980)
 NG0050
 NG0050                         *CURRENT SURVEY CONTROL
 NG0050  ___________________________________________________________________
 NG0050* NAD 83(1986)-  42 58 20.     (N)    086 08 37.     (W)     SCALED    
 NG0050* NAVD 88     -       191.317  (meters)     627.68   (feet)  ADJUSTED  
 NG0050  ___________________________________________________________________
 NG0050  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NG0050  DYNAMIC HT  -         191.274 (meters)     627.54  (feet)  COMP
 NG0050  MODELED GRAV-     980,390.6   (mgal)                       NAVD 88
 NG0050
 NG0050  VERT ORDER  -  SECOND    CLASS 0
 NG0050
 NG0050.The horizontal coordinates were scaled from a topographic map and have
 NG0050.an estimated accuracy of +/- 6 seconds.
 NG0050
 NG0050.The orthometric height was determined by differential leveling
 NG0050.and adjusted by the National Geodetic Survey in June 1991..
 NG0050
 NG0050.The geoid height was determined by GEOID03.
 NG0050
 NG0050.The dynamic height is computed by dividing the NAVD 88
 NG0050.geopotential number by the normal gravity value computed on the
 NG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0050.degrees latitude (g = 980.6199 gals.).
 NG0050
 NG0050.The modeled gravity was interpolated from observed gravity values.
 NG0050
 NG0050;                    North         East    Units  Estimated Accuracy
 NG0050;SPC MI S     -   165,060.    3,855,070.      MT  (+/- 180 meters Scaled)
 NG0050
 NG0050                          SUPERSEDED SURVEY CONTROL
 NG0050
 NG0050  NGVD 29 (??/??/92)  191.463  (m)          628.16   (f) ADJ UNCH    2 0
 NG0050
 NG0050.Superseded values are not recommended for survey control.
 NG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0050.See file dsdata.txt to determine how the superseded data were derived.
 NG0050
 NG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN698580(NAD 83)
 NG0050_MARKER: DB = BENCH MARK DISK
 NG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0050_STAMPING: 22 J
 NG0050_MARK LOGO: CGS   
 NG0050_PROJECTION: PROJECTING 3 CENTIMETERS
 NG0050_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0050+STABILITY: SURFACE MOTION
 NG0050
 NG0050  HISTORY     - Date     Condition        Report By
 NG0050  HISTORY     - UNK      MONUMENTED       MIGS
 NG0050  HISTORY     - 1934     GOOD             NGS
 NG0050  HISTORY     - 1984     GOOD             NGS
 NG0050  HISTORY     - 1987     GOOD             USPSQD
 NG0050  HISTORY     - 19940307 GOOD             LOCENG
 NG0050  HISTORY     - 20040311 POOR             INDIV
 NG0050
 NG0050                          STATION DESCRIPTION
 NG0050
 NG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0050'0.5 MI N FROM AGNEW.
 NG0050'0.5 MILE NORTH ALONG U.S. HIGHWAY 31 FROM AGNEW, OTTAWA COUNTY,
 NG0050'THENCE 2.0 MILES EAST ALONG STATE HIGHWAY 50, IN ROBINSON
 NG0050'TOWNSHIP, IN THE SOUTHWEST CORNER OF SEC. 19, T. 7 N., R. 15 W.,
 NG0050'OPPOSITE STATION 103/51, 58 FEET EAST OF THE CENTERLINE OF A
 NG0050'NORTH-AND-SOUTH COUNTY ROAD, 45.8 FEET NORTH OF THE CENTERLINE OF
 NG0050'THE HIGHWAY, 32 FEET WEST OF A 6-INCH WHITE PINE TREE, AND 10
 NG0050'FEET EAST OF AN 8 INCH WHITE PINE TREE.  A STATE SURVEY STANDARD
 NG0050'DISK, STAMPED 22 J AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0050'ABOUT 2 INCHES ABOVE GROUND.
 NG0050
 NG0050                          STATION RECOVERY (1984)
 NG0050
 NG0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0050'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS SURVEY.  NEW
 NG0050'DESCRIPTION AS FOLLOWS.  3.1 KM (1.95 MI) EAST ALONG STATE HIGHWAY 45
 NG0050'FROM THE JUNCTION OF U.S. HIGHWAY 31, AT THE 144TH AVENUE CROSSROAD,
 NG0050'17.67 METERS (58.0 FT) EAST OF THE CENTER OF 144TH AVENUE,
 NG0050'14.32 METERS (47.8 FT) NORTH OF THE CENTERLINE OF HIGHWAY 45, AND
 NG0050'9.75 METERS (32.0 FT) WEST OF A 16 INCH DIAMETER WHITE PINE TREE.
 NG0050'THE MARK IS 0.15 M BELOW HIGHWAY 45.
 NG0050
 NG0050                          STATION RECOVERY (1987)
 NG0050
 NG0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0050'RECOVERED IN GOOD CONDITION.
 NG0050
 NG0050                          STATION RECOVERY (1994)
 NG0050
 NG0050'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 NG0050'APPROXIMATELY 1/2 MILE NORTH OF AGNEW AND FROM THE INTERSECTION OF US
 NG0050'HIGHWAY 31 AND STATE HIGHWAY M-45 GO EAST 1.95 MILES.  IT IS IN THE SW
 NG0050'1/4 SECTION 19, T-7-N, R-15-W, ROBINSON TOWNSHIP. TO REACH THE BENCH
 NG0050'MARK FROM THE INTERSECTION OF US 31 AND M-45 GO EAST 1.98 MILES (3.19
 NG0050'KM) TO BENCH ON THE LEFT, DISK IN TOP OF A ROUND CONCRETE MONUMENT
 NG0050'PROJECTING 4 INCHES ABOVE GROUND, 58.0 FEET (17.7 M) EAST OF THE
 NG0050'CENTERLINE OF 144TH AVENUE, AND 47.8 FEET (14.6 M) NORTH OF THE
 NG0050'CENTERLINE OF M-45.
 NG0050
 NG0050                          STATION RECOVERY (2004)
 NG0050
 NG0050'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NG0050'UNABLE TO READ STAMP, 1/3 OF DISC IS BROKEN OFF.
 NG0050'CAN STILL BE USED FOR ELEVATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0051 ***********************************************************************
 NG0051  DESIGNATION -  22 K
 NG0051  PID         -  NG0051
 NG0051  STATE/COUNTY-  MI/OTTAWA
 NG0051  USGS QUAD   -  PORT SHELDON (1980)
 NG0051
 NG0051                         *CURRENT SURVEY CONTROL
 NG0051  ___________________________________________________________________
 NG0051* NAD 83(1986)-  42 58 19.     (N)    086 08 04.     (W)     SCALED    
 NG0051* NAVD 88     -       191.494  (meters)     628.26   (feet)  ADJUSTED  
 NG0051  ___________________________________________________________________
 NG0051  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NG0051  DYNAMIC HT  -         191.451 (meters)     628.12  (feet)  COMP
 NG0051  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 NG0051
 NG0051  VERT ORDER  -  SECOND    CLASS 0
 NG0051
 NG0051.The horizontal coordinates were scaled from a topographic map and have
 NG0051.an estimated accuracy of +/- 6 seconds.
 NG0051
 NG0051.The orthometric height was determined by differential leveling
 NG0051.and adjusted by the National Geodetic Survey in June 1991..
 NG0051
 NG0051.The geoid height was determined by GEOID03.
 NG0051
 NG0051.The dynamic height is computed by dividing the NAVD 88
 NG0051.geopotential number by the normal gravity value computed on the
 NG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0051.degrees latitude (g = 980.6199 gals.).
 NG0051
 NG0051.The modeled gravity was interpolated from observed gravity values.
 NG0051
 NG0051;                    North         East    Units  Estimated Accuracy
 NG0051;SPC MI S     -   165,010.    3,855,810.      MT  (+/- 180 meters Scaled)
 NG0051
 NG0051                          SUPERSEDED SURVEY CONTROL
 NG0051
 NG0051  NGVD 29 (??/??/92)  191.639  (m)          628.74   (f) ADJ UNCH    2 0
 NG0051
 NG0051.Superseded values are not recommended for survey control.
 NG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0051.See file dsdata.txt to determine how the superseded data were derived.
 NG0051
 NG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN705580(NAD 83)
 NG0051_MARKER: DD = SURVEY DISK
 NG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0051_STAMPING: 22 K
 NG0051_MARK LOGO: MIGS  
 NG0051_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0051+STABILITY: SURFACE MOTION
 NG0051
 NG0051  HISTORY     - Date     Condition        Report By
 NG0051  HISTORY     - UNK      MONUMENTED       MIGS
 NG0051  HISTORY     - 1934     GOOD             NGS
 NG0051  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0051  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0051  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0051  HISTORY     - 19940307 GOOD             LOCENG
 NG0051  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NG0051
 NG0051                          STATION DESCRIPTION
 NG0051
 NG0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0051'0.5 MI N FROM AGNEW.
 NG0051'0.5 MILE NORTH ALONG U.S. HIGHWAY 31 FROM AGNEW, OTTAWA COUNTY,
 NG0051'THENCE 2.4 MILES EAST ALONG STATE HIGHWAY 50, IN ROBINSON
 NG0051'TOWNSHIP, IN SEC. 30, T. 7 N., R. 15 W., OPPOSITE STATION 127/10,
 NG0051'AND 43.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STATE
 NG0051'SURVEY STANDARD DISK, STAMPED 22 K AND SET IN THE TOP OF A
 NG0051'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NG0051
 NG0051                          STATION RECOVERY (1972)
 NG0051
 NG0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0051'MARK NOT FOUND.
 NG0051
 NG0051                          STATION RECOVERY (1984)
 NG0051
 NG0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0051'SEARCHED FOR AND NOT RECOVERED THIS DATE, PROBABLY KNOCKED OUT BY BUSH
 NG0051'HOG.
 NG0051
 NG0051                          STATION RECOVERY (1987)
 NG0051
 NG0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0051'MARK NOT FOUND.
 NG0051
 NG0051                          STATION RECOVERY (1994)
 NG0051
 NG0051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 NG0051'BENCH MARK IS LOCATED ON THE PORT SHELDON QUADRANGLE MAP,
 NG0051'APPROXIMATELY 1/2 MILE NORTH OF AGNEW AND FROM THE INTERSECTION OF US
 NG0051'HIGHWAY 31 AND STATE HIGHWAY M-45 GO EAST 2.4 MILES.  IT IS IN THE NW
 NG0051'1/4 OF SECTION 30, T-7-N,R-15-W, IN TOP OF A ROUND CONCRETE MONUMENT,
 NG0051'FLUSH WITH GROUND, 43.6 FEET (13.3 M) SOUTH OF THE CENTERLINE OF M-45
 NG0051'AND 2.4 MILES (3.9 KM) EAST OF THE INTERSECTION OF US HIGHWAY 31 AND
 NG0051'STATE HIGHWAY M-45, AT THE BASE OF A 12 INCH OAK TREE.
 NG0051
 NG0051                          STATION RECOVERY (2004)
 NG0051
 NG0051'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0053 ***********************************************************************
 NG0053  DESIGNATION -  22 M
 NG0053  PID         -  NG0053
 NG0053  STATE/COUNTY-  MI/OTTAWA
 NG0053  USGS QUAD   -  BORCULO (1972)
 NG0053
 NG0053                         *CURRENT SURVEY CONTROL
 NG0053  ___________________________________________________________________
 NG0053* NAD 83(1986)-  42 58 18.     (N)    086 04 09.     (W)     SCALED    
 NG0053* NAVD 88     -       190.578  (meters)     625.25   (feet)  ADJUSTED  
 NG0053  ___________________________________________________________________
 NG0053  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NG0053  DYNAMIC HT  -         190.534 (meters)     625.11  (feet)  COMP
 NG0053  MODELED GRAV-     980,384.9   (mgal)                       NAVD 88
 NG0053
 NG0053  VERT ORDER  -  SECOND    CLASS 0
 NG0053
 NG0053.The horizontal coordinates were scaled from a topographic map and have
 NG0053.an estimated accuracy of +/- 6 seconds.
 NG0053
 NG0053.The orthometric height was determined by differential leveling
 NG0053.and adjusted by the National Geodetic Survey in June 1991..
 NG0053
 NG0053.The geoid height was determined by GEOID03.
 NG0053
 NG0053.The dynamic height is computed by dividing the NAVD 88
 NG0053.geopotential number by the normal gravity value computed on the
 NG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0053.degrees latitude (g = 980.6199 gals.).
 NG0053
 NG0053.The modeled gravity was interpolated from observed gravity values.
 NG0053
 NG0053;                    North         East    Units  Estimated Accuracy
 NG0053;SPC MI S     -   164,870.    3,861,140.      MT  (+/- 180 meters Scaled)
 NG0053
 NG0053                          SUPERSEDED SURVEY CONTROL
 NG0053
 NG0053  NGVD 29 (??/??/92)  190.722  (m)          625.73   (f) ADJ UNCH    2 0
 NG0053
 NG0053.Superseded values are not recommended for survey control.
 NG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0053.See file dsdata.txt to determine how the superseded data were derived.
 NG0053
 NG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN759580(NAD 83)
 NG0053_MARKER: DB = BENCH MARK DISK
 NG0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0053_STAMPING: 22 M
 NG0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0053+STABILITY: SURFACE MOTION
 NG0053
 NG0053  HISTORY     - Date     Condition        Report By
 NG0053  HISTORY     - UNK      MONUMENTED       CGS
 NG0053  HISTORY     - 1934     GOOD             NGS
 NG0053  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0053  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0053  HISTORY     - 20041013 MARK NOT FOUND   INDIV
 NG0053
 NG0053                          STATION DESCRIPTION
 NG0053
 NG0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0053'1.5 MI SE FROM ROBINSON.
 NG0053'1.5 MILES SOUTHEAST ALONG A ROAD FROM ROBINSON, OTTAWA COUNTY,
 NG0053'5.8 MILES EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION WITH
 NG0053'U.S. HIGHWAY 31, IN ROBINSON TOWNSHIP, IN SEC. 27, T. 7 N.,
 NG0053'R. 15 W., AT STATION 302/27, 45.6 FEET SOUTH OF THE CENTERLINE
 NG0053'OF THE HIGHWAY, IN LINE WITH A ROW OF NEWLY SET MAPLE TREES,
 NG0053'AND 20.5 FEET WEST OF THE FIRST TREE.  A STATE SURVEY STANDARD
 NG0053'DISK, STAMPED 22 M AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0053'ABOUT 3 INCHES ABOVE GROUND.
 NG0053
 NG0053                          STATION RECOVERY (1972)
 NG0053
 NG0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0053'MARK NOT FOUND.
 NG0053
 NG0053                          STATION RECOVERY (1987)
 NG0053
 NG0053'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0053'MARK NOT FOUND.
 NG0053
 NG0053                          STATION RECOVERY (2004)
 NG0053
 NG0053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0054 ***********************************************************************
 NG0054  DESIGNATION -  22 N
 NG0054  PID         -  NG0054
 NG0054  STATE/COUNTY-  MI/OTTAWA
 NG0054  USGS QUAD   -  BORCULO (1972)
 NG0054
 NG0054                         *CURRENT SURVEY CONTROL
 NG0054  ___________________________________________________________________
 NG0054* NAD 83(1986)-  42 58 19.     (N)    086 03 48.     (W)     SCALED    
 NG0054* NAVD 88     -       188.574  (meters)     618.68   (feet)  ADJUSTED  
 NG0054  ___________________________________________________________________
 NG0054  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NG0054  DYNAMIC HT  -         188.530 (meters)     618.54  (feet)  COMP
 NG0054  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 NG0054
 NG0054  VERT ORDER  -  SECOND    CLASS 0
 NG0054
 NG0054.The horizontal coordinates were scaled from a topographic map and have
 NG0054.an estimated accuracy of +/- 6 seconds.
 NG0054
 NG0054.The orthometric height was determined by differential leveling
 NG0054.and adjusted by the National Geodetic Survey in June 1991..
 NG0054
 NG0054.The geoid height was determined by GEOID03.
 NG0054
 NG0054.The dynamic height is computed by dividing the NAVD 88
 NG0054.geopotential number by the normal gravity value computed on the
 NG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0054.degrees latitude (g = 980.6199 gals.).
 NG0054
 NG0054.The modeled gravity was interpolated from observed gravity values.
 NG0054
 NG0054;                    North         East    Units  Estimated Accuracy
 NG0054;SPC MI S     -   164,900.    3,861,610.      MT  (+/- 180 meters Scaled)
 NG0054
 NG0054                          SUPERSEDED SURVEY CONTROL
 NG0054
 NG0054  NGVD 29 (??/??/92)  188.718  (m)          619.15   (f) ADJ UNCH    2 0
 NG0054
 NG0054.Superseded values are not recommended for survey control.
 NG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0054.See file dsdata.txt to determine how the superseded data were derived.
 NG0054
 NG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN763581(NAD 83)
 NG0054_MARKER: DB = BENCH MARK DISK
 NG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0054_STAMPING: 22 N
 NG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0054+STABILITY: SURFACE MOTION
 NG0054
 NG0054  HISTORY     - Date     Condition        Report By
 NG0054  HISTORY     - UNK      MONUMENTED       CGS
 NG0054  HISTORY     - 1934     GOOD             NGS
 NG0054  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0054  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0054  HISTORY     - 20041014 POOR             INDIV
 NG0054
 NG0054                          STATION DESCRIPTION
 NG0054
 NG0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0054'2 MI SE FROM ROBINSON.
 NG0054'2 MILES SOUTHEAST ALONG A ROAD FROM ROBINSON, OTTAWA COUNTY, 6.1
 NG0054'MILES EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION WITH U.S.
 NG0054'HIGHWAY 31, IN ROBINSON TOWNSHIP, AT THE SOUTHEAST CORNER OF
 NG0054'SEC. 22, T. 7 N., R. 15 W., OPPOSITE STATION 317/50, 121 FEET
 NG0054'NORTHWEST OF A 24-INCH ELM TREE, 68 FEET WEST OF THE CENTERLINE
 NG0054'OF A NARROW NORTH-AND-SOUTH GRAVEL ROAD, 43.5 FEET NORTH OF THE
 NG0054'CENTERLINE OF THE HIGHWAY, 10.5 FEET WEST OF A NEWLY PLANTED
 NG0054'2-INCH MAPLE TREE, AND 8 FEET SOUTH OF A FENCE LINE.  A STATE
 NG0054'SURVEY STANDARD DISK, STAMPED 22 N AND SET IN THE TOP OF A
 NG0054'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 NG0054
 NG0054                          STATION RECOVERY (1972)
 NG0054
 NG0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0054'MARK NOT FOUND.
 NG0054
 NG0054                          STATION RECOVERY (1987)
 NG0054
 NG0054'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0054'MARK NOT FOUND.
 NG0054
 NG0054                          STATION RECOVERY (2004)
 NG0054
 NG0054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0054'MARK IS BROKEN AND UN-USABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0055 ***********************************************************************
 NG0055  DESIGNATION -  22 O
 NG0055  PID         -  NG0055
 NG0055  STATE/COUNTY-  MI/OTTAWA
 NG0055  USGS QUAD   -  BORCULO (1972)
 NG0055
 NG0055                         *CURRENT SURVEY CONTROL
 NG0055  ___________________________________________________________________
 NG0055* NAD 83(1986)-  42 58 18.     (N)    086 02 23.     (W)     SCALED    
 NG0055* NAVD 88     -       190.026  (meters)     623.44   (feet)  ADJUSTED  
 NG0055  ___________________________________________________________________
 NG0055  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NG0055  DYNAMIC HT  -         189.982 (meters)     623.30  (feet)  COMP
 NG0055  MODELED GRAV-     980,382.5   (mgal)                       NAVD 88
 NG0055
 NG0055  VERT ORDER  -  SECOND    CLASS 0
 NG0055
 NG0055.The horizontal coordinates were scaled from a topographic map and have
 NG0055.an estimated accuracy of +/- 6 seconds.
 NG0055
 NG0055.The orthometric height was determined by differential leveling
 NG0055.and adjusted by the National Geodetic Survey in June 1991..
 NG0055
 NG0055.The geoid height was determined by GEOID03.
 NG0055
 NG0055.The dynamic height is computed by dividing the NAVD 88
 NG0055.geopotential number by the normal gravity value computed on the
 NG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0055.degrees latitude (g = 980.6199 gals.).
 NG0055
 NG0055.The modeled gravity was interpolated from observed gravity values.
 NG0055
 NG0055;                    North         East    Units  Estimated Accuracy
 NG0055;SPC MI S     -   164,830.    3,863,540.      MT  (+/- 180 meters Scaled)
 NG0055
 NG0055                          SUPERSEDED SURVEY CONTROL
 NG0055
 NG0055  NGVD 29 (??/??/92)  190.170  (m)          623.92   (f) ADJ UNCH    2 0
 NG0055
 NG0055.Superseded values are not recommended for survey control.
 NG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0055.See file dsdata.txt to determine how the superseded data were derived.
 NG0055
 NG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN783581(NAD 83)
 NG0055_MARKER: DB = BENCH MARK DISK
 NG0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0055_STAMPING: 22 O
 NG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0055+STABILITY: SURFACE MOTION
 NG0055
 NG0055  HISTORY     - Date     Condition        Report By
 NG0055  HISTORY     - UNK      MONUMENTED       CGS
 NG0055  HISTORY     - 1934     GOOD             NGS
 NG0055  HISTORY     - 1972     MARK NOT FOUND   USGS
 NG0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NG0055  HISTORY     - 20041013 MARK NOT FOUND   INDIV
 NG0055
 NG0055                          STATION DESCRIPTION
 NG0055
 NG0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0055'3 MI SE FROM ROBINSON.
 NG0055'3 MILES SOUTHEAST ALONG A ROAD FROM ROBINSON, OTTAWA COUNTY, 4.3
 NG0055'MILES WEST ALONG STATE HIGHWAY 50 FROM ALLENDALE, 7.4 MILES EAST
 NG0055'OF THE JUNCTION WITH U.S. HIGHWAY 31, IN ROBINSON TOWNSHIP, IN
 NG0055'SEC. 25, T 7 N., R. 15 W., 0.4 MILE WEST OF THE BRIDGE OVER BASS
 NG0055'RIVER, 930 FEET EAST OF THE CENTERLINE OF A DIRT COUNTY ROAD,
 NG0055'OPPOSITE STATION 380/52, 29.2 FEET SOUTH OF THE CENTERLINE OF
 NG0055'THE HIGHWAY, 25 FEET EAST OF A 24-INCH MAPLE TREE, AND 19 FEET
 NG0055'EAST OF A 24-INCH OAK TREE.  A STATE SURVEY STANDARD DISK,
 NG0055'STAMPED 22 0 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0055'ABOUT 2 INCHES ABOVE GROUND.
 NG0055
 NG0055                          STATION RECOVERY (1972)
 NG0055
 NG0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NG0055'MARK NOT FOUND.
 NG0055
 NG0055                          STATION RECOVERY (1987)
 NG0055
 NG0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NG0055'MARK NOT FOUND.
 NG0055
 NG0055                          STATION RECOVERY (2004)
 NG0055
 NG0055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NG0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5409 ***********************************************************************
 AA5409  DESIGNATION -  22051
 AA5409  PID         -  AA5409
 AA5409  STATE/COUNTY-  MI/OAKLAND
 AA5409  USGS QUAD   -  MILFORD (1983)
 AA5409
 AA5409                         *CURRENT SURVEY CONTROL
 AA5409  ___________________________________________________________________
 AA5409* NAD 83(1994)-  42 31 26.16016(N)    083 32 17.62124(W)     ADJUSTED  
 AA5409* NAVD 88     -       283.2    (meters)     929.     (feet)  GPS OBS   
 AA5409  ___________________________________________________________________
 AA5409  X           -     529,844.524 (meters)                     COMP
 AA5409  Y           -  -4,678,134.363 (meters)                     COMP
 AA5409  Z           -   4,288,843.101 (meters)                     COMP
 AA5409  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AA5409  ELLIP HEIGHT-         249.48  (meters)          (07/12/02) GPS OBS
 AA5409  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 AA5409
 AA5409  HORZ ORDER  -  FIRST
 AA5409  ELLP ORDER  -  FOURTH    CLASS I
 AA5409
 AA5409.The horizontal coordinates were established by GPS observations
 AA5409.and adjusted by the National Geodetic Survey in February 1997..
 AA5409
 AA5409.The orthometric height was determined by GPS observations and a
 AA5409.high-resolution geoid model.
 AA5409
 AA5409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5409
 AA5409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5409
 AA5409.The ellipsoidal height was determined by GPS observations
 AA5409.and is referenced to NAD 83.
 AA5409
 AA5409.The geoid height was determined by GEOID03.
 AA5409
 AA5409;                    North         East     Units Scale Factor Converg.
 AA5409;SPC MI S     -   114,070.747 4,068,064.761   MT  0.99992662   +0 33 49.6
 AA5409;SPC MI S     -   374,247.86 13,346,669.16   iFT  0.99992662   +0 33 49.6
 AA5409;UTM  17      - 4,711,072.943   291,517.165   MT  1.00013480   -1 42 58.3
 AA5409
 AA5409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5409!SPC MI S     -   0.99996088  x   0.99992662  =   0.99988750
 AA5409!UTM  17      -   0.99996088  x   1.00013480  =   1.00009567
 AA5409
 AA5409                          SUPERSEDED SURVEY CONTROL
 AA5409
 AA5409  ELLIP H (02/03/97)  249.52   (m)                       GP(       ) 4 1
 AA5409  NAD 83(1986)-  42 31 26.16472(N)    083 32 17.65042(W) AD(       ) 1
 AA5409
 AA5409.Superseded values are not recommended for survey control.
 AA5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5409.See file dsdata.txt to determine how the superseded data were derived.
 AA5409
 AA5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9151711073(NAD 83)
 AA5409_MARKER: A = ALUMINUM MARKER
 AA5409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5409_STAMPING: 22051
 AA5409_MARK LOGO: WADTRI
 AA5409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5409+STABILITY: SURFACE MOTION
 AA5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5409+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AA5409
 AA5409  HISTORY     - Date     Condition        Report By
 AA5409  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5409  HISTORY     - 20000808 GOOD             WOOLPT
 AA5409  HISTORY     - 20040306 POOR             USPSQD
 AA5409  HISTORY     - 20060113 POOR             INDIV
 AA5409
 AA5409                          STATION DESCRIPTION
 AA5409
 AA5409'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5409'INTERSTATE 96 TO EXIT 155 (WIXOM ROAD EXIT), THENCE NORTH 1.8 MILES
 AA5409'(2.9 KM) ALONG WIXOM ROAD TO THE INTERSECTION OF PONTIAC TRAIL AND THE
 AA5409'MONUMENT AT THE SOUTHEAST QUADRANT OF THE INTERSECTION, THE MONUMENT
 AA5409'IS 39.6 FEET (12.1 M) EAST OF THE CENTERLINE OF WIXOM ROAD, 123 FEET
 AA5409'(37.5 M) SOUTH OF THE CENTERLINE OF PONTIAC TRAIL, 77 FEET (23.5 M)
 AA5409'WEST NORTHWEST OF A POWER POLE, 174.3 FEET (53.1 M) WEST OF THE
 AA5409'SOUTHWEST CORNER OF A BRICK GAS STATION BUILDING, AND 1 FOOT (0.3 M)
 AA5409'HIGHER THAN WIXOM ROAD.
 AA5409
 AA5409                          STATION RECOVERY (2000)
 AA5409
 AA5409'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 AA5409'RECOVERED IN GOOD CONDITION.
 AA5409
 AA5409                          STATION RECOVERY (2004)
 AA5409
 AA5409'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 AA5409'MARK RECOVERED IN POOR CONDITION.
 AA5409
 AA5409                          STATION RECOVERY (2006)
 AA5409
 AA5409'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5409'TOP DAMAGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0067 ***********************************************************************
 RH0067  DESIGNATION -  221 LIC+263
 RH0067  PID         -  RH0067
 RH0067  STATE/COUNTY-  MI/CHIPPEWA
 RH0067  USGS QUAD   -  LIME ISLAND (1994)
 RH0067
 RH0067                         *CURRENT SURVEY CONTROL
 RH0067  ___________________________________________________________________
 RH0067* NAD 83(1994)-  46 01 54.26519(N)    083 56 02.15070(W)     ADJUSTED  
 RH0067* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 RH0067  ___________________________________________________________________
 RH0067  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 RH0067  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RH0067
 RH0067  HORZ ORDER  -  SECOND
 RH0067
 RH0067.The horizontal coordinates were established by classical geodetic methods
 RH0067.and adjusted by the National Geodetic Survey in February 1997..
 RH0067
 RH0067.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0067
 RH0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0067
 RH0067.The geoid height was determined by GEOID03.
 RH0067
 RH0067;                    North         East     Units Scale Factor Converg.
 RH0067;SPC MI N     -   143,342.628 8,237,292.069   MT  0.99991258   +2 12 58.0
 RH0067;SPC MI N     -   470,284.21 27,025,236.45   iFT  0.99991258   +2 12 58.0
 RH0067;UTM  17      - 5,101,759.769   272,952.348   MT  1.00023377   -2 06 45.1
 RH0067;UTM  16      - 5,102,145.466   737,273.097   MT  1.00029215   +2 12 27.9
 RH0067
 RH0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0067!SPC MI N     -   0.99997786  x   0.99991258  =   0.99989044
 RH0067!UTM  17      -   0.99997786  x   1.00023377  =   1.00021162
 RH0067!UTM  16      -   0.99997786  x   1.00029215  =   1.00027000
 RH0067
 RH0067                          SUPERSEDED SURVEY CONTROL
 RH0067
 RH0067  NAD 83(1986)-  46 01 54.25310(N)    083 56 02.14390(W) AD(       ) 2
 RH0067  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RH0067
 RH0067.Superseded values are not recommended for survey control.
 RH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0067.See file dsdata.txt to determine how the superseded data were derived.
 RH0067
 RH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7295201760(NAD 83)
 RH0067_MARKER: DS = TRIANGULATION STATION DISK
 RH0067_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0067+WITH SETTING: INFORMATION.
 RH0067_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RH0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0067
 RH0067  HISTORY     - Date     Condition        Report By
 RH0067  HISTORY     - 1988     MONUMENTED       USE
 RH0067
 RH0067                          STATION DESCRIPTION
 RH0067
 RH0067'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0067'THE STATION IS LOCATED ABOUT 60.4 KM (37.5 MI) SOUTH-SOUTHEAST OF
 RH0067'SAULT STE MARIE,
 RH0067'55.8 KM (34.7 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0067'5.2 KM (3.2 MI) NORTHWEST OF DETOUR VILLAGE
 RH0067'ON SWEETS ISLAND IN SEC 16, T42N-R4E
 RH0067'OWNERSHIP---DETOUR DOCK COMPANY
 RH0067'
 RH0067'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0067'SOUTH 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 RH0067'TRAVEL BY BOAT UPRIVER FOR 20 MINUTES TO SWEETS ISLAND WHERE THE
 RH0067'STATION IS LOCATED.
 RH0067'
 RH0067'THE STATION IS A STANDARD COE DISK
 RH0067'THAT IS
 RH0067'STAMPED---LIC+263---,
 RH0067'SET INTO A COVERED PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RH0067'DRIVEN INTO THE GROUND LOCATED AT THE NORTH END OF THE ISLAND 12.2
 RH0067'METERS
 RH0067'(40 FT) FROM THE WATERS EDGE.
 RH0067'
 RH0067'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0005 ***********************************************************************
 NG0005  DESIGNATION -  22.167 PMRR
 NG0005  PID         -  NG0005
 NG0005  STATE/COUNTY-  MI/ALLEGAN
 NG0005  USGS QUAD   -  HAMILTON WEST (1981)
 NG0005
 NG0005                         *CURRENT SURVEY CONTROL
 NG0005  ___________________________________________________________________
 NG0005* NAD 83(1986)-  42 39 07.     (N)    086 06 25.     (W)     SCALED    
 NG0005* NAVD 88     -       183.655  (meters)     602.54   (feet)  ADJUSTED  
 NG0005  ___________________________________________________________________
 NG0005  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NG0005  DYNAMIC HT  -         183.607 (meters)     602.38  (feet)  COMP
 NG0005  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 NG0005
 NG0005  VERT ORDER  -  FIRST     CLASS II
 NG0005
 NG0005.The horizontal coordinates were scaled from a topographic map and have
 NG0005.an estimated accuracy of +/- 6 seconds.
 NG0005
 NG0005.The orthometric height was determined by differential leveling
 NG0005.and adjusted by the National Geodetic Survey in June 1991..
 NG0005
 NG0005.The geoid height was determined by GEOID03.
 NG0005
 NG0005.The dynamic height is computed by dividing the NAVD 88
 NG0005.geopotential number by the normal gravity value computed on the
 NG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0005.degrees latitude (g = 980.6199 gals.).
 NG0005
 NG0005.The modeled gravity was interpolated from observed gravity values.
 NG0005
 NG0005;                    North         East    Units  Estimated Accuracy
 NG0005;SPC MI S     -   129,430.    3,857,320.      MT  (+/- 180 meters Scaled)
 NG0005
 NG0005                          SUPERSEDED SURVEY CONTROL
 NG0005
 NG0005  NGVD 29 (??/??/92)  183.801  (m)          603.02   (f) ADJ UNCH    1 2
 NG0005
 NG0005.Superseded values are not recommended for survey control.
 NG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0005.See file dsdata.txt to determine how the superseded data were derived.
 NG0005
 NG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN732225(NAD 83)
 NG0005_MARKER: Q = CHISELED SQUARE
 NG0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0005_SP_SET: ABUTMENT
 NG0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0005
 NG0005  HISTORY     - Date     Condition        Report By
 NG0005  HISTORY     - UNK      MONUMENTED       PMRR
 NG0005  HISTORY     - 1934     GOOD             NGS
 NG0005  HISTORY     - 1978     MARK NOT FOUND   USGS
 NG0005  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0005  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0005
 NG0005                          STATION DESCRIPTION
 NG0005
 NG0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0005'AT NEW RICHMOND.
 NG0005'AT NEW RICHMOND, ALLEGAN COUNTY, AT THE PERE MARQUETTE RAILWAY
 NG0005'BRIDGE OVER KALAMAZOO RIVER, AND ON THE SOUTHEAST CORNER OF THE
 NG0005'BACK WALL OF THE NORTH ABUTMENT.  A CHISELED SQUARE.  NOTE-- THE
 NG0005'MARK MORE NEARLY RESEMBLES A V THAN A SQUARE.
 NG0005
 NG0005                          STATION RECOVERY (1978)
 NG0005
 NG0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NG0005'MARK NOT FOUND.
 NG0005
 NG0005                          STATION RECOVERY (1984)
 NG0005
 NG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0005'NOT RECOVERED, CORNER OF ABUTMENT HAS BEEN BROKEN OFF.
 NG0005
 NG0005                          STATION RECOVERY (1988)
 NG0005
 NG0005'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5207 ***********************************************************************
 AA5207  DESIGNATION -  22200
 AA5207  PID         -  AA5207
 AA5207  STATE/COUNTY-  MI/DICKINSON
 AA5207  USGS QUAD   -  WAUCEDAH (1986)
 AA5207
 AA5207                         *CURRENT SURVEY CONTROL
 AA5207  ___________________________________________________________________
 AA5207* NAD 83(1994)-  45 45 05.75146(N)    087 42 20.42557(W)     ADJUSTED  
 AA5207* NAVD 88     -       304.1    (meters)     998.     (feet)  GPS OBS   
 AA5207  ___________________________________________________________________
 AA5207  X           -     178,479.521 (meters)                     COMP
 AA5207  Y           -  -4,454,753.087 (meters)                     COMP
 AA5207  Z           -   4,546,218.123 (meters)                     COMP
 AA5207  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 AA5207  ELLIP HEIGHT-         269.22  (meters)          (07/17/02) GPS OBS
 AA5207  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 AA5207
 AA5207  HORZ ORDER  -  FIRST
 AA5207  ELLP ORDER  -  FOURTH    CLASS I
 AA5207
 AA5207.The horizontal coordinates were established by GPS observations
 AA5207.and adjusted by the National Geodetic Survey in February 1997..
 AA5207
 AA5207.The orthometric height was determined by GPS observations and a
 AA5207.high-resolution geoid model.
 AA5207
 AA5207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5207
 AA5207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5207
 AA5207.The ellipsoidal height was determined by GPS observations
 AA5207.and is referenced to NAD 83.
 AA5207
 AA5207.The geoid height was determined by GEOID03.
 AA5207
 AA5207;                    North         East     Units Scale Factor Converg.
 AA5207;SPC MI N     -   107,861.996 7,945,095.777   MT  0.99994594   -0 30 36.2
 AA5207;SPC MI N     -   353,877.94 26,066,587.19   iFT  0.99994594   -0 30 36.2
 AA5207;UTM  16      - 5,066,691.008   445,114.081   MT  0.99963703   -0 30 19.8
 AA5207
 AA5207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5207!SPC MI N     -   0.99995780  x   0.99994594  =   0.99990374
 AA5207!UTM  16      -   0.99995780  x   0.99963703  =   0.99959484
 AA5207
 AA5207                          SUPERSEDED SURVEY CONTROL
 AA5207
 AA5207  ELLIP H (02/03/97)  269.20   (m)                       GP(       ) 4 1
 AA5207  NAD 83(1994)-  45 45 05.75298(N)    087 42 20.42271(W) AD(       ) 1
 AA5207
 AA5207.Superseded values are not recommended for survey control.
 AA5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5207.See file dsdata.txt to determine how the superseded data were derived.
 AA5207
 AA5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4511466691(NAD 83)
 AA5207_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5207_STAMPING: 22200 1992
 AA5207_MARK LOGO: MIDT  
 AA5207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5207+STABILITY: SURFACE MOTION
 AA5207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5207+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5207
 AA5207  HISTORY     - Date     Condition        Report By
 AA5207  HISTORY     - 1992     MONUMENTED       MIDT
 AA5207  HISTORY     - 20010331 GOOD             NGS
 AA5207  HISTORY     - 20010530 GOOD             UPENGN
 AA5207  HISTORY     - 20031017 GOOD             USPSQD
 AA5207  HISTORY     - 20060427 GOOD             USPSQD
 AA5207
 AA5207                          STATION DESCRIPTION
 AA5207
 AA5207'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5207'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHEAST 1/4 OF SECTION
 AA5207'25, T-39-N, R-28-W, WAUCEDAH TOWNSHIP, DICKINSON COUNTY. IT IS ABOUT
 AA5207'2-1/2 MILES NORTHWESTERLY ALONG UNITED STATES HIGHWAY 2 FROM CUNARD,
 AA5207'AND ABOUT 1/2 MILE WEST OF THE MENOMINEE-DICKINSON COUNTY LINE AND ON
 AA5207'THE WAUCEDAH QUADRANGLE MAP.
 AA5207' 
 AA5207'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND COUNTY ROAD
 AA5207'NO. 43 AT CUNARD,  GO NORTHWEST AND WEST ALONG UNITED STATES HIGHWAY 2
 AA5207'FOR 2.5 MI (4.0 KM) TO THE STATION ON THE LEFT (SOUTH), ON HIGHWAY
 AA5207'RIGHT OF WAY, AND NEAR EDGE OF FARM FIELD.
 AA5207' 
 AA5207'STATION IS A STANDARD MIDT ALUMINUM  DISK SET IN TOP OF 12-INCH
 AA5207'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 69 FT (21.0
 AA5207'M) SOUTH OF THE CENTER OF EXISTING UNITED STATES HIGHWAY 2, 130 FT
 AA5207'(39.6 M) EAST OF A LIGHTLY USED FIELD DRIVE,  35 FT (10.7 M) EAST OF A
 AA5207'4-INCH APPLE TREE,  80 FT (24.4 M) NORTHWESTERLY OF A 15-INCH PINE
 AA5207'TREE, AND 4 FT (1.2 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5207
 AA5207                          STATION RECOVERY (2001)
 AA5207
 AA5207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5207'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5207
 AA5207                          STATION RECOVERY (2001)
 AA5207
 AA5207'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 AA5207'RECOVERED IN GOOD CONDITION.
 AA5207
 AA5207                          STATION RECOVERY (2003)
 AA5207
 AA5207'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5207'RECOVERED IN GOOD CONDITION.
 AA5207
 AA5207                          STATION RECOVERY (2006)
 AA5207
 AA5207'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5208 ***********************************************************************
 AA5208  DESIGNATION -  22201
 AA5208  PID         -  AA5208
 AA5208  STATE/COUNTY-  MI/DICKINSON
 AA5208  USGS QUAD   -  VULCAN (1955)
 AA5208
 AA5208                         *CURRENT SURVEY CONTROL
 AA5208  ___________________________________________________________________
 AA5208* NAD 83(1994)-  45 46 33.77033(N)    087 49 58.11063(W)     ADJUSTED  
 AA5208* NAVD 88     -       275.9    (meters)     905.     (feet)  GPS OBS   
 AA5208  ___________________________________________________________________
 AA5208  X           -     168,519.981 (meters)                     COMP
 AA5208  Y           -  -4,453,172.945 (meters)                     COMP
 AA5208  Z           -   4,548,093.923 (meters)                     COMP
 AA5208  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AA5208  ELLIP HEIGHT-         241.23  (meters)          (07/17/02) GPS OBS
 AA5208  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AA5208
 AA5208  HORZ ORDER  -  FIRST
 AA5208  ELLP ORDER  -  FOURTH    CLASS I
 AA5208
 AA5208.The horizontal coordinates were established by GPS observations
 AA5208.and adjusted by the National Geodetic Survey in February 1997..
 AA5208
 AA5208.The orthometric height was determined by GPS observations and a
 AA5208.high-resolution geoid model.
 AA5208
 AA5208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5208
 AA5208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5208
 AA5208.The ellipsoidal height was determined by GPS observations
 AA5208.and is referenced to NAD 83.
 AA5208
 AA5208.The geoid height was determined by GEOID03.
 AA5208
 AA5208;                    North         East     Units Scale Factor Converg.
 AA5208;SPC MI N     -   110,675.183 7,935,233.073   MT  0.99994208   -0 36 07.0
 AA5208;SPC MI N     -   363,107.56 26,034,229.24   iFT  0.99994208   -0 36 07.0
 AA5208;UTM  16      - 5,069,502.519   435,254.097   MT  0.99965154   -0 35 48.6
 AA5208
 AA5208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5208!SPC MI N     -   0.99996218  x   0.99994208  =   0.99990427
 AA5208!UTM  16      -   0.99996218  x   0.99965154  =   0.99961374
 AA5208
 AA5208                          SUPERSEDED SURVEY CONTROL
 AA5208
 AA5208  ELLIP H (02/03/97)  241.21   (m)                       GP(       ) 4 1
 AA5208  NAD 83(1994)-  45 46 33.77203(N)    087 49 58.10790(W) AD(       ) 1
 AA5208
 AA5208.Superseded values are not recommended for survey control.
 AA5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5208.See file dsdata.txt to determine how the superseded data were derived.
 AA5208
 AA5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3525469503(NAD 83)
 AA5208_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5208_STAMPING: 22201 1992
 AA5208_MARK LOGO: MIDT  
 AA5208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5208+STABILITY: SURFACE MOTION
 AA5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5208+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5208
 AA5208  HISTORY     - Date     Condition        Report By
 AA5208  HISTORY     - 1992     MONUMENTED       MIDT
 AA5208  HISTORY     - 20010331 GOOD             NGS
 AA5208  HISTORY     - 20010530 GOOD             UPENGN
 AA5208  HISTORY     - 20031017 GOOD             USPSQD
 AA5208  HISTORY     - 20060427 GOOD             USPSQD
 AA5208
 AA5208                          STATION DESCRIPTION
 AA5208
 AA5208'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5208'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHWEST 1/4 OF SECTION 13
 AA5208'T-39-N, R-29-W, NORWAY TOWNSHIP, DICKINSON COUNTY.  IT IS ABOUT 3/4
 AA5208'MILE WEST OF LORETTO,  ABOUT 3-3/4 MILES EAST ALONG UNITED STATES
 AA5208'HIGHWAY 2 FROM THE TRAFFIC LIGHT IN NORWAY,  ABOUT 4 MILES (6.4 KM)
 AA5208'EAST OF THE JUNCTION OF UNITED STATES HIGHWAY 2 AND UNITED STATES
 AA5208'HIGHWAY 8 IN NORWAY, AND ON THE VULCAN QUADRANGLE MAP.
 AA5208' 
 AA5208'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND HAMILTON
 AA5208'LAKE ROAD AT LORETTO GO NORTHWESTERLY ALONG UNITED STATES HIGHWAY 2
 AA5208'FOR 0.9 MI (1.4 KM) , WHICH IS ALSO 0.3 MI (0.5 KM) NORTHWESTERLY OF
 AA5208'THE UNITED STATES HIGHWAY 2 BRIDGE OVER THE STURGEON RIVER TO THE
 AA5208'STATION ON THE LEFT (SOUTH).
 AA5208' 
 AA5208'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 AA5208'DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND. IT IS 0.3 MI
 AA5208'(0.5 KM) NORTHWEST OF THE UNITED STATES HIGHWAY 2 STURGEON RIVER
 AA5208'BRIDGE, 51 FT (15.5 M) SOUTH OF THE CENTER OF EXISTING UNITED STATES
 AA5208'HIGHWAY 2 AT THE TOP OF BACKSLOPE, 60 FT (18.3 M) EAST OF A BILLBOARD
 AA5208'(WELCOME TO DICKINSON COUNTY), 10 FT (3.0 M) NORTH OF ATV TRAIL, AND 6
 AA5208'FT (1.8 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 AA5208
 AA5208                          STATION RECOVERY (2001)
 AA5208
 AA5208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5208'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5208
 AA5208                          STATION RECOVERY (2001)
 AA5208
 AA5208'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 AA5208'RECOVERED IN GOOD CONDITION.
 AA5208
 AA5208                          STATION RECOVERY (2003)
 AA5208
 AA5208'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5208'RECOVERED IN GOOD CONDITION.
 AA5208
 AA5208                          STATION RECOVERY (2006)
 AA5208
 AA5208'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5209 ***********************************************************************
 AA5209  DESIGNATION -  22202
 AA5209  PID         -  AA5209
 AA5209  STATE/COUNTY-  MI/DICKINSON
 AA5209  USGS QUAD   -  VULCAN (1955)
 AA5209
 AA5209                         *CURRENT SURVEY CONTROL
 AA5209  ___________________________________________________________________
 AA5209* NAD 83(1994)-  45 46 34.94308(N)    087 51 06.81950(W)     ADJUSTED  
 AA5209* NAVD 88     -       282.3    (meters)     926.     (feet)  GPS OBS   
 AA5209  ___________________________________________________________________
 AA5209  X           -     167,035.771 (meters)                     COMP
 AA5209  Y           -  -4,453,207.406 (meters)                     COMP
 AA5209  Z           -   4,548,123.807 (meters)                     COMP
 AA5209  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AA5209  ELLIP HEIGHT-         247.69  (meters)          (07/17/02) GPS OBS
 AA5209  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 AA5209
 AA5209  HORZ ORDER  -  FIRST
 AA5209  ELLP ORDER  -  FOURTH    CLASS I
 AA5209
 AA5209.The horizontal coordinates were established by GPS observations
 AA5209.and adjusted by the National Geodetic Survey in February 1997..
 AA5209
 AA5209.The orthometric height was determined by GPS observations and a
 AA5209.high-resolution geoid model.
 AA5209
 AA5209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5209
 AA5209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5209
 AA5209.The ellipsoidal height was determined by GPS observations
 AA5209.and is referenced to NAD 83.
 AA5209
 AA5209.The geoid height was determined by GEOID03.
 AA5209
 AA5209;                    North         East     Units Scale Factor Converg.
 AA5209;SPC MI N     -   110,727.159 7,933,749.230   MT  0.99994203   -0 36 56.7
 AA5209;SPC MI N     -   363,278.08 26,029,360.99   iFT  0.99994203   -0 36 56.7
 AA5209;UTM  16      - 5,069,554.346   433,770.679   MT  0.99965392   -0 36 37.8
 AA5209
 AA5209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5209!SPC MI N     -   0.99996117  x   0.99994203  =   0.99990320
 AA5209!UTM  16      -   0.99996117  x   0.99965392  =   0.99961510
 AA5209
 AA5209                          SUPERSEDED SURVEY CONTROL
 AA5209
 AA5209  ELLIP H (02/03/97)  247.67   (m)                       GP(       ) 4 1
 AA5209  NAD 83(1994)-  45 46 34.94472(N)    087 51 06.81682(W) AD(       ) 1
 AA5209
 AA5209.Superseded values are not recommended for survey control.
 AA5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5209.See file dsdata.txt to determine how the superseded data were derived.
 AA5209
 AA5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3377169554(NAD 83)
 AA5209_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5209_STAMPING: 22202 1992
 AA5209_MARK LOGO: MIDT  
 AA5209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5209+STABILITY: SURFACE MOTION
 AA5209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5209
 AA5209  HISTORY     - Date     Condition        Report By
 AA5209  HISTORY     - 1992     MONUMENTED       MIDT
 AA5209  HISTORY     - 20010331 GOOD             NGS
 AA5209  HISTORY     - 20010409 POOR             MIDT
 AA5209  HISTORY     - 20010530 MARK NOT FOUND   UPENGN
 AA5209
 AA5209                          STATION DESCRIPTION
 AA5209
 AA5209'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5209'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHEAST 1/4 OF SECTION
 AA5209'14, T-39-N, R-29-W, NORWAY TOWNSHIP.  IT IS ABOUT 1-1/2 MILES WEST OF
 AA5209'LORETTO, ABOUT 3 MILES (4.8 KM) EAST OF TRAFFIC LIGHT IN NORWAY, ABOUT
 AA5209'3-1/4 MI EAST OF JUNCTION UNITED STATES HIGHWAY 2 WITH UNITED STATES
 AA5209'HIGHWAY 8 IN NORWAY, AND ON THE VULCAN QUADRANGLE MAP.
 AA5209' 
 AA5209'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND HAMILTON
 AA5209'LAKE ROAD IN LORETTO GO 1.8 MI (2.9 KM) NORTHWESTERLY ALONG UNITED
 AA5209'STATES HIGHWAY 2 TO STATION ON THE LEFT (SOUTH), NEAR EDGE OF WETLAND
 AA5209'AT TOE OF HIGHWAY SLOPE.
 AA5209' 
 AA5209'STATION IS STANDARD MIDT ALUMINUM DISK SET IN TOP OF 12-INCH DIAMETER
 AA5209'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 60 FT (18.3 M) SOUTH
 AA5209'OF THE CENTER OF EXISTING UNITED STATES HIGHWAY 2,  85 FT (25.9 M)
 AA5209'NORTH OF THE CENTER OF RAILROAD TRACKS,  120 FT (36.6 M) NORTHWESTERLY
 AA5209'OF A 14-INCH TAMARACK TREE, AND 4 FT (1.2 M) NORTH OF A METAL WITNESS
 AA5209'POST WITH SIGN.
 AA5209
 AA5209                          STATION RECOVERY (2001)
 AA5209
 AA5209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5209'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5209
 AA5209                          STATION RECOVERY (2001)
 AA5209
 AA5209'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5209'THE CONCRETE POST WAS FOUND RECENTLY UPROOTED FROM THE GROUND BY
 AA5209'SUB-SURFACE TELEPHONE CABLE CONSTRUCTION EQUIPMENT.  CONSIDER
 AA5209'DESTROYED, THE DISK WILL BE REMOVED IN THE NEAR FUTURE.
 AA5209
 AA5209                          STATION RECOVERY (2001)
 AA5209
 AA5209'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 AA5209'FIBER OPTIC CABLE PLACED IN MARK LOCATION IN 2000.  A THOROUGH SEARCH
 AA5209'REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5210 ***********************************************************************
 AA5210  DESIGNATION -  22203
 AA5210  PID         -  AA5210
 AA5210  STATE/COUNTY-  MI/DICKINSON
 AA5210  USGS QUAD   -  NORWAY (1955)
 AA5210
 AA5210                         *CURRENT SURVEY CONTROL
 AA5210  ___________________________________________________________________
 AA5210* NAD 83(1994)-  45 48 20.39449(N)    087 59 32.04058(W)     ADJUSTED  
 AA5210* NAVD 88     -       317.9    (meters)    1043.     (feet)  GPS OBS   
 AA5210  ___________________________________________________________________
 AA5210  X           -     156,046.790 (meters)                     COMP
 AA5210  Y           -  -4,451,295.759 (meters)                     COMP
 AA5210  Z           -   4,550,419.718 (meters)                     COMP
 AA5210  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AA5210  ELLIP HEIGHT-         283.50  (meters)          (07/17/02) GPS OBS
 AA5210  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA5210
 AA5210  HORZ ORDER  -  FIRST
 AA5210  ELLP ORDER  -  FOURTH    CLASS I
 AA5210
 AA5210.The horizontal coordinates were established by GPS observations
 AA5210.and adjusted by the National Geodetic Survey in February 1997..
 AA5210
 AA5210.The orthometric height was determined by GPS observations and a
 AA5210.high-resolution geoid model.
 AA5210
 AA5210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5210
 AA5210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5210
 AA5210.The ellipsoidal height was determined by GPS observations
 AA5210.and is referenced to NAD 83.
 AA5210
 AA5210.The geoid height was determined by GEOID03.
 AA5210
 AA5210;                    North         East     Units Scale Factor Converg.
 AA5210;SPC MI N     -   114,109.390 7,922,876.503   MT  0.99993766   -0 43 01.8
 AA5210;SPC MI N     -   374,374.64 25,993,689.31   iFT  0.99993766   -0 43 01.8
 AA5210;UTM  16      - 5,072,934.599   422,900.635   MT  0.99967308   -0 42 41.2
 AA5210
 AA5210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5210!SPC MI N     -   0.99995556  x   0.99993766  =   0.99989322
 AA5210!UTM  16      -   0.99995556  x   0.99967308  =   0.99962865
 AA5210
 AA5210                          SUPERSEDED SURVEY CONTROL
 AA5210
 AA5210  ELLIP H (02/03/97)  283.49   (m)                       GP(       ) 4 1
 AA5210  NAD 83(1994)-  45 48 20.39459(N)    087 59 32.03959(W) AD(       ) 1
 AA5210
 AA5210.Superseded values are not recommended for survey control.
 AA5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5210.See file dsdata.txt to determine how the superseded data were derived.
 AA5210
 AA5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2290172935(NAD 83)
 AA5210_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5210_STAMPING: 22203 1992
 AA5210_MARK LOGO: MIDT  
 AA5210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5210+STABILITY: SURFACE MOTION
 AA5210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5210+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2006
 AA5210
 AA5210  HISTORY     - Date     Condition        Report By
 AA5210  HISTORY     - 1992     MONUMENTED       MIDT
 AA5210  HISTORY     - 20010331 GOOD             NGS
 AA5210  HISTORY     - 20011022 GOOD             MIDT
 AA5210  HISTORY     - 20031017 GOOD             USPSQD
 AA5210  HISTORY     - 20060422 GOOD             JCLS
 AA5210
 AA5210                          STATION DESCRIPTION
 AA5210
 AA5210'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5210'STATION IS LOCATED IN QUAD. 450874, IN THE NORTHEAST 1/4 OF SECTION 3,
 AA5210'T-39-N, R-30-W, BREITUNG TOWNSHIP.  ABOUT 1/4 MILE WEST OF QUINNESEC,
 AA5210'ABOUT 3-1/4 MILES EAST OF IRON MOUNTAIN, AND ON THE NORWAY QUADRANGLE
 AA5210'MAP.
 AA5210' 
 AA5210'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND THE
 AA5210'QUINNESEC-LAKE ANTOINE ROAD (FLASHING LIGHT IN QUINNESEC) PROCEED 0.19
 AA5210'MI (0.31 KM) WEST ALONG UNITED STATES HIGHWAY 2 TO STATION ON THE LEFT
 AA5210'(SOUTH) OR FROM JUNCTION UNITED STATES HIGHWAY 2 WITH UNITED STATES
 AA5210'HIGHWAY 141 PROCEED EAST 1.1 MI (1.8 KM) (EAST) TO STATION ON THE
 AA5210'RIGHT (SOUTH).
 AA5210' 
 AA5210'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN TOP OF A 12-INCH
 AA5210'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 76 FT (23.2 M)
 AA5210'SOUTH OF THE CENTER OF EXISTING UNITED STATES HIGHWAY 2 EASTBOUND
 AA5210'LANES, 70 FT (21.3 M) NORTH OF THE CENTER OF THE MAIN LINE OF RAILROAD
 AA5210'TRACKS, 46 FT (14.0 M) NORTHWEST OF GUYPOLE NO. 81-25754, AND 1 FT
 AA5210'(0.3 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5210
 AA5210                          STATION RECOVERY (2001)
 AA5210
 AA5210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5210'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5210
 AA5210                          STATION RECOVERY (2001)
 AA5210
 AA5210'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5210'RECOVERED IN GOOD CONDITION.
 AA5210
 AA5210                          STATION RECOVERY (2003)
 AA5210
 AA5210'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5210'RECOVERED IN GOOD CONDITION.
 AA5210
 AA5210                          STATION RECOVERY (2006)
 AA5210
 AA5210'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AA5210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5211 ***********************************************************************
 AA5211  DESIGNATION -  22204
 AA5211  PID         -  AA5211
 AA5211  STATE/COUNTY-  MI/DICKINSON
 AA5211  USGS QUAD   -  IRON MOUNTAIN (1982)
 AA5211
 AA5211                         *CURRENT SURVEY CONTROL
 AA5211  ___________________________________________________________________
 AA5211* NAD 83(1994)-  45 48 18.70276(N)    088 00 41.90993(W)     ADJUSTED  
 AA5211* NAVD 88     -       319.7    (meters)    1049.     (feet)  GPS OBS   
 AA5211  ___________________________________________________________________
 AA5211  X           -     154,540.310 (meters)                     COMP
 AA5211  Y           -  -4,451,387.078 (meters)                     COMP
 AA5211  Z           -   4,550,384.633 (meters)                     COMP
 AA5211  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AA5211  ELLIP HEIGHT-         285.35  (meters)          (07/17/02) GPS OBS
 AA5211  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 AA5211
 AA5211  HORZ ORDER  -  FIRST
 AA5211  ELLP ORDER  -  FOURTH    CLASS I
 AA5211
 AA5211.The horizontal coordinates were established by GPS observations
 AA5211.and adjusted by the National Geodetic Survey in February 1997..
 AA5211
 AA5211.The orthometric height was determined by GPS observations and a
 AA5211.high-resolution geoid model.
 AA5211
 AA5211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5211
 AA5211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5211
 AA5211.The ellipsoidal height was determined by GPS observations
 AA5211.and is referenced to NAD 83.
 AA5211
 AA5211.The geoid height was determined by GEOID03.
 AA5211
 AA5211;                    North         East     Units Scale Factor Converg.
 AA5211;SPC MI N     -   114,076.234 7,921,367.377   MT  0.99993772   -0 43 52.3
 AA5211;SPC MI N     -   374,265.86 25,988,738.11   iFT  0.99993772   -0 43 52.3
 AA5211;UTM  16      - 5,072,901.299   421,391.909   MT  0.99967597   -0 43 31.3
 AA5211
 AA5211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5211!SPC MI N     -   0.99995527  x   0.99993772  =   0.99989299
 AA5211!UTM  16      -   0.99995527  x   0.99967597  =   0.99963125
 AA5211
 AA5211                          SUPERSEDED SURVEY CONTROL
 AA5211
 AA5211  ELLIP H (02/03/97)  285.34   (m)                       GP(       ) 4 1
 AA5211  NAD 83(1994)-  45 48 18.70282(N)    088 00 41.90887(W) AD(       ) 1
 AA5211
 AA5211.Superseded values are not recommended for survey control.
 AA5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5211.See file dsdata.txt to determine how the superseded data were derived.
 AA5211
 AA5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2139272901(NAD 83)
 AA5211_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5211_STAMPING: 22204 1992
 AA5211_MARK LOGO: MIDT  
 AA5211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5211+STABILITY: SURFACE MOTION
 AA5211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5211+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5211
 AA5211  HISTORY     - Date     Condition        Report By
 AA5211  HISTORY     - 1992     MONUMENTED       MIDT
 AA5211  HISTORY     - 20010331 GOOD             NGS
 AA5211  HISTORY     - 20011022 GOOD             MIDT
 AA5211  HISTORY     - 20031017 GOOD             USPSQD
 AA5211  HISTORY     - 20060427 GOOD             USPSQD
 AA5211
 AA5211                          STATION DESCRIPTION
 AA5211
 AA5211'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5211'STATION IS LOCATED IN QUAD. 450881, IN THE NORTHEAST 1/4 OF SECTION 4,
 AA5211'T-39-N, R-30-W, BREITUNG TOWNSHIP.  ABOUT 1.0 MILE (1.6 KM) WEST OF
 AA5211'QUINNESEC,  ABOUT 2-1/4 MILES EAST OF IRON MOUNTAIN, AND ON THE IRON
 AA5211'MOUNTAIN QUADRANGLE MAP.
 AA5211' 
 AA5211'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 2 AND THE
 AA5211'QUINNESEC-LAKE ANTOINE ROAD (FLASHING LIGHT IN QUINNESEC) PROCEED 1.1
 AA5211'MI (1.8 KM) WEST ALONG UNITED STATES HIGHWAY 2 TO THE INTERSECTION
 AA5211'WITH THIRD STREET (SOUTH) AND STATION IN THE SOUTHWEST QUADRANT OF
 AA5211'INTERSECTION, JUST EAST OF JUNCTION UNITED STATES HIGHWAY 2 WITH
 AA5211'UNITED STATES HIGHWAY 141.
 AA5211' 
 AA5211'STATION IS A STANDARD MIDT ALUMINUM  DISK SET IN TOP OF A 12-INCH
 AA5211'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 57 FT (17.4 M)
 AA5211'SOUTH OF THE CENTER OF UNITED STATES HIGHWAY 2 EASTBOUND LANES, 28 FT
 AA5211'(8.5 M) NORTH OF THE CENTER OF THE RAILROAD TRACK,  92 FT (28.0 M)
 AA5211'SOUTHWEST OF STREET LIGHT POLE NO. 92-20710,  119 FT (36.3 M) WEST OF
 AA5211'THE CENTER OF THIRD STREET, 75 FT (22.9 M) NORTHWEST OF A TELEPHONE
 AA5211'POLE, AND 2 FT (0.6 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5211
 AA5211                          STATION RECOVERY (2001)
 AA5211
 AA5211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5211
 AA5211                          STATION RECOVERY (2001)
 AA5211
 AA5211'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5211'RECOVERED IN GOOD CONDITION.
 AA5211
 AA5211                          STATION RECOVERY (2003)
 AA5211
 AA5211'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5211'RECOVERED IN GOOD CONDITION.
 AA5211
 AA5211                          STATION RECOVERY (2006)
 AA5211
 AA5211'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5212 ***********************************************************************
 AA5212  DESIGNATION -  22205
 AA5212  PID         -  AA5212
 AA5212  STATE/COUNTY-  MI/DICKINSON
 AA5212  USGS QUAD   -  IRON MOUNTAIN (1982)
 AA5212
 AA5212                         *CURRENT SURVEY CONTROL
 AA5212  ___________________________________________________________________
 AA5212* NAD 83(1994)-  45 50 38.09572(N)    088 00 49.15894(W)     ADJUSTED  
 AA5212* NAVD 88     -       372.0    (meters)    1220.     (feet)  GPS OBS   
 AA5212  ___________________________________________________________________
 AA5212  X           -     154,278.143 (meters)                     COMP
 AA5212  Y           -  -4,448,344.074 (meters)                     COMP
 AA5212  Z           -   4,553,421.418 (meters)                     COMP
 AA5212  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 AA5212  ELLIP HEIGHT-         337.76  (meters)          (07/17/02) GPS OBS
 AA5212  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AA5212
 AA5212  HORZ ORDER  -  FIRST
 AA5212  ELLP ORDER  -  FOURTH    CLASS I
 AA5212
 AA5212.The horizontal coordinates were established by GPS observations
 AA5212.and adjusted by the National Geodetic Survey in February 1997..
 AA5212
 AA5212.The orthometric height was determined by GPS observations and a
 AA5212.high-resolution geoid model.
 AA5212
 AA5212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5212
 AA5212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5212
 AA5212.The ellipsoidal height was determined by GPS observations
 AA5212.and is referenced to NAD 83.
 AA5212
 AA5212.The geoid height was determined by GEOID03.
 AA5212
 AA5212;                    North         East     Units Scale Factor Converg.
 AA5212;SPC MI N     -   118,381.277 7,921,265.899   MT  0.99993233   -0 43 57.6
 AA5212;SPC MI N     -   388,390.02 25,988,405.18   iFT  0.99993233   -0 43 57.6
 AA5212;UTM  16      - 5,077,205.218   421,290.036   MT  0.99967616   -0 43 38.2
 AA5212
 AA5212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5212!SPC MI N     -   0.99994705  x   0.99993233  =   0.99987939
 AA5212!UTM  16      -   0.99994705  x   0.99967616  =   0.99962323
 AA5212
 AA5212                          SUPERSEDED SURVEY CONTROL
 AA5212
 AA5212  NAD 83(1994)-  45 50 38.09571(N)    088 00 49.15772(W) AD(       ) 1
 AA5212
 AA5212.Superseded values are not recommended for survey control.
 AA5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5212.See file dsdata.txt to determine how the superseded data were derived.
 AA5212
 AA5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2129077205(NAD 83)
 AA5212_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5212_STAMPING: 22205 1992
 AA5212_MARK LOGO: MIDT  
 AA5212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5212+STABILITY: SURFACE MOTION
 AA5212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5212+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5212
 AA5212  HISTORY     - Date     Condition        Report By
 AA5212  HISTORY     - 1992     MONUMENTED       MIDT
 AA5212  HISTORY     - 20010331 GOOD             NGS
 AA5212  HISTORY     - 20011022 GOOD             MIDT
 AA5212  HISTORY     - 20031017 GOOD             USPSQD
 AA5212  HISTORY     - 20060427 GOOD             USPSQD
 AA5212
 AA5212                          STATION DESCRIPTION
 AA5212
 AA5212'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5212'STATION IS LOCATED IN QUAD. 450881, IN THE SOUTHEAST 1/4 OF SECTION
 AA5212'21, T-40-N, R-30-W, BREITUNG TOWNSHIP. AT THE WISCONSIN ELECTRIC POWER
 AA5212'TRANSMISSION LINE INTERSECTING WITH UPPER PINE CREEK ROAD, ABOUT 2-1/4
 AA5212'MILES EAST OF IRON MOUNTAIN, ABOUT 1/4 MILE EAST OF NORTHEAST END OF
 AA5212'LAKE ANTOINE, AND ON THE IRON MOUNTAIN QUADRANGLE MAP.
 AA5212' 
 AA5212'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5212'NORTHERLY ON UNITED STATES HIGHWAY 2 FOR 1.78 MI (2.86 KM) TO LAKE
 AA5212'ANTOINE ROAD ON RIGHT.  TURN RIGHT (NORTHEASTERLY) ALONG EDGE OF LAKE
 AA5212'FOR 1.7 MI (2.7 KM) TO FORK IN THE ROAD (UPPER PINE CREEK ROAD). TAKE
 AA5212'LEFT FORK, UPPER PINE CREEK ROAD 0.23 MI (0.37 KM) TO POWER
 AA5212'TRANSMISSION LINE AND STATION ON THE LEFT ABOUT 5 FT (1.5 M) HIGHER
 AA5212'THAN ROADWAY.
 AA5212' 
 AA5212'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN 12-INCH DIAMETER
 AA5212'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 45 FT (13.7 M)
 AA5212'NORTHEAST OF THE CENTER OF UPPER PINE CREEK ROAD, 28 FT (8.5 M) WEST
 AA5212'OF THE CENTER OF POWERLINE, 20 FT (6.1 M) SOUTHEAST OF UNDERGROUND
 AA5212'TELEPHONE LOCATION POST, 75 FT (22.9 M) SOUTHWESTERLY OF A 10-INCH
 AA5212'OAK, 93 FT (28.3 M) WESTERLY OF A CLUMP OF MAPLE TREES, AND 8 FT (2.4
 AA5212'M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5212
 AA5212                          STATION RECOVERY (2001)
 AA5212
 AA5212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5212
 AA5212                          STATION RECOVERY (2001)
 AA5212
 AA5212'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5212'RECOVERED IN GOOD CONDITION.
 AA5212
 AA5212                          STATION RECOVERY (2003)
 AA5212
 AA5212'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5212'RECOVERED IN GOOD CONDITION.
 AA5212
 AA5212                          STATION RECOVERY (2006)
 AA5212
 AA5212'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5213 ***********************************************************************
 AA5213  DESIGNATION -  22206
 AA5213  PID         -  AA5213
 AA5213  STATE/COUNTY-  MI/DICKINSON
 AA5213  USGS QUAD   -  IRON MOUNTAIN (1982)
 AA5213
 AA5213                         *CURRENT SURVEY CONTROL
 AA5213  ___________________________________________________________________
 AA5213* NAD 83(1994)-  45 50 14.54191(N)    088 02 58.57314(W)     ADJUSTED  
 AA5213* NAVD 88     -       353.7    (meters)    1160.     (feet)  GPS OBS   
 AA5213  ___________________________________________________________________
 AA5213  X           -     151,504.467 (meters)                     COMP
 AA5213  Y           -  -4,448,948.698 (meters)                     COMP
 AA5213  Z           -   4,552,901.661 (meters)                     COMP
 AA5213  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 AA5213  ELLIP HEIGHT-         319.48  (meters)          (07/17/02) GPS OBS
 AA5213  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA5213
 AA5213  HORZ ORDER  -  FIRST
 AA5213  ELLP ORDER  -  FOURTH    CLASS I
 AA5213
 AA5213.The horizontal coordinates were established by GPS observations
 AA5213.and adjusted by the National Geodetic Survey in February 1997..
 AA5213
 AA5213.The orthometric height was determined by GPS observations and a
 AA5213.high-resolution geoid model.
 AA5213
 AA5213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5213
 AA5213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5213
 AA5213.The ellipsoidal height was determined by GPS observations
 AA5213.and is referenced to NAD 83.
 AA5213
 AA5213.The geoid height was determined by GEOID03.
 AA5213
 AA5213;                    North         East     Units Scale Factor Converg.
 AA5213;SPC MI N     -   117,690.516 7,918,464.196   MT  0.99993321   -0 45 31.1
 AA5213;SPC MI N     -   386,123.74 25,979,213.24   iFT  0.99993321   -0 45 31.1
 AA5213;UTM  16      - 5,076,514.363   418,489.111   MT  0.99968168   -0 45 10.8
 AA5213
 AA5213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5213!SPC MI N     -   0.99994992  x   0.99993321  =   0.99988313
 AA5213!UTM  16      -   0.99994992  x   0.99968168  =   0.99963161
 AA5213
 AA5213                          SUPERSEDED SURVEY CONTROL
 AA5213
 AA5213  ELLIP H (02/03/97)  319.46   (m)                       GP(       ) 4 1
 AA5213  NAD 83(1994)-  45 50 14.54193(N)    088 02 58.57139(W) AD(       ) 1
 AA5213
 AA5213.Superseded values are not recommended for survey control.
 AA5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5213.See file dsdata.txt to determine how the superseded data were derived.
 AA5213
 AA5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1848976514(NAD 83)
 AA5213_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5213_STAMPING: 22206 1992
 AA5213_MARK LOGO: MIDT  
 AA5213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5213+STABILITY: SURFACE MOTION
 AA5213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5213+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5213
 AA5213  HISTORY     - Date     Condition        Report By
 AA5213  HISTORY     - 1992     MONUMENTED       MIDT
 AA5213  HISTORY     - 20010331 GOOD             NGS
 AA5213  HISTORY     - 20011022 GOOD             MIDT
 AA5213  HISTORY     - 20031017 GOOD             USPSQD
 AA5213  HISTORY     - 20060427 GOOD             USPSQD
 AA5213
 AA5213                          STATION DESCRIPTION
 AA5213
 AA5213'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5213'STATION IS LOCATED IN QUAD. 450881, IN THE SOUTHEAST 1/4 OF SECTION
 AA5213'19, T-40-N, R-30-W, BREITUNG TOWNSHIP. IT IS AT THE NORTH EDGE OF IRON
 AA5213'MOUNTAIN ON THE WEST END OF LAKE ANTOINE AND ON THE IRON MOUNTAIN
 AA5213'QUADRANGLE MAP.
 AA5213' 
 AA5213'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5213'NORTHERLY ALONG UNITED STATES HIGHWAY 2 FOR 1.4 MI (2.3 KM) TO GRAND
 AA5213'BLVD ON RIGHT.  TURN RIGHT (EAST) ON GRAND BLVD FOR 0.34 MI (0.55 KM)
 AA5213'TO GRAND BLVD CIRCLE DRIVE ON LEFT.  TURN LEFT (NORTHERLY) ON GRAND
 AA5213'BLVD CIRCLE DRIVE FOR 0.2 MI (0.3 KM) TO STATION ON THE RIGHT, ON TOP
 AA5213'OF 4 FT (1.2 M) HIGH BERM.
 AA5213' 
 AA5213'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN TOP OF A 12-INCH
 AA5213'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 26 FT (7.9 M)
 AA5213'SOUTHEASTERLY OF THE CENTER OF GRAND BLVD CIRCLE DRIVE, 12 FT (3.7 M)
 AA5213'NORTHWESTERLY  FROM EDGE OF LAKE (LAKE ANTOINE), 58 FT (17.7 M)
 AA5213'NORTHEAST OF POWER POLE NO. 75-0847, 96 FT (29.3 M) SOUTHEAST OF POWER
 AA5213'POLE NO. 75-0846, AND 10 FT (3.0 M) WEST OF METAL WITNESS POST WITH
 AA5213'SIGN.
 AA5213
 AA5213                          STATION RECOVERY (2001)
 AA5213
 AA5213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5213'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5213
 AA5213                          STATION RECOVERY (2001)
 AA5213
 AA5213'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5213'RECOVERED IN GOOD CONDITION.
 AA5213
 AA5213                          STATION RECOVERY (2003)
 AA5213
 AA5213'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5213'RECOVERED IN GOOD CONDITION.
 AA5213
 AA5213                          STATION RECOVERY (2006)
 AA5213
 AA5213'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5214 ***********************************************************************
 AA5214  DESIGNATION -  22207
 AA5214  PID         -  AA5214
 AA5214  STATE/COUNTY-  MI/DICKINSON
 AA5214  USGS QUAD   -  IRON MOUNTAIN (1982)
 AA5214
 AA5214                         *CURRENT SURVEY CONTROL
 AA5214  ___________________________________________________________________
 AA5214* NAD 83(1994)-  45 51 51.69174(N)    088 03 37.82696(W)     ADJUSTED  
 AA5214* NAVD 88     -       352.9    (meters)    1158.     (feet)  GPS OBS   
 AA5214  ___________________________________________________________________
 AA5214  X           -     150,584.937 (meters)                     COMP
 AA5214  Y           -  -4,446,825.959 (meters)                     COMP
 AA5214  Z           -   4,554,990.543 (meters)                     COMP
 AA5214  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 AA5214  ELLIP HEIGHT-         318.88  (meters)          (07/17/02) GPS OBS
 AA5214  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AA5214
 AA5214  HORZ ORDER  -  FIRST
 AA5214  ELLP ORDER  -  FOURTH    CLASS I
 AA5214
 AA5214.The horizontal coordinates were established by GPS observations
 AA5214.and adjusted by the National Geodetic Survey in February 1997..
 AA5214
 AA5214.The orthometric height was determined by GPS observations and a
 AA5214.high-resolution geoid model.
 AA5214
 AA5214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5214
 AA5214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5214
 AA5214.The ellipsoidal height was determined by GPS observations
 AA5214.and is referenced to NAD 83.
 AA5214
 AA5214.The geoid height was determined by GEOID03.
 AA5214
 AA5214;                    North         East     Units Scale Factor Converg.
 AA5214;SPC MI N     -   120,700.774 7,917,657.333   MT  0.99992967   -0 45 59.5
 AA5214;SPC MI N     -   395,999.91 25,976,566.05   iFT  0.99992967   -0 45 59.5
 AA5214;UTM  16      - 5,079,523.793   417,682.159   MT  0.99968330   -0 45 40.2
 AA5214
 AA5214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5214!SPC MI N     -   0.99995001  x   0.99992967  =   0.99987968
 AA5214!UTM  16      -   0.99995001  x   0.99968330  =   0.99963333
 AA5214
 AA5214                          SUPERSEDED SURVEY CONTROL
 AA5214
 AA5214  ELLIP H (02/03/97)  318.86   (m)                       GP(       ) 4 1
 AA5214  NAD 83(1994)-  45 51 51.69048(N)    088 03 37.82344(W) AD(       ) 1
 AA5214
 AA5214.Superseded values are not recommended for survey control.
 AA5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5214.See file dsdata.txt to determine how the superseded data were derived.
 AA5214
 AA5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1768279524(NAD 83)
 AA5214_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5214_STAMPING: 22207 1992
 AA5214_MARK LOGO: MIDT  
 AA5214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5214+STABILITY: SURFACE MOTION
 AA5214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5214+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 AA5214
 AA5214  HISTORY     - Date     Condition        Report By
 AA5214  HISTORY     - 1992     MONUMENTED       MIDT
 AA5214  HISTORY     - 20010331 GOOD             NGS
 AA5214  HISTORY     - 20011022 GOOD             MIDT
 AA5214  HISTORY     - 20031017 GOOD             USPSQD
 AA5214  HISTORY     - 20060427 GOOD             USPSQD
 AA5214
 AA5214                          STATION DESCRIPTION
 AA5214
 AA5214'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5214'STATION IS LOCATED IN QUAD. 450881, IN THE NORTHWEST 1/4 OF SECTION
 AA5214'18, T-40-N, R-30-W, BREITUNG TOWNSHIP.  ABOUT 3-1/2 MILES NORTH OF
 AA5214'IRON MOUNTAIN AND ABOUT 1/2 MILE EAST OF THE WISCONSIN-MICHIGAN BORDER
 AA5214'BRIDGE ON UNITED STATES HIGHWAY 2, AND ON THE IRON MOUNTAIN QUADRANGLE
 AA5214'MAP.
 AA5214' 
 AA5214'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5214'NORTHERLY ALONG UNITED STATES HIGHWAY 2 FOR 3.58 MI (5.76 KM) TO STATE
 AA5214'HIGHWAY M-95 JUNCTION (NORTH).  TURN RIGHT ON M-95 NORTH FOR 0.07 MI
 AA5214'(0.11 KM) TO STATION ON THE RIGHT.
 AA5214' 
 AA5214'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN A 12-INCH DIAMETER
 AA5214'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 89 FT (27.1 M)
 AA5214'SOUTHEAST OF THE CENTER OF EXISTING M-95,  34 FT (10.4 M)
 AA5214'NORTHEASTERLY OF NORTH END OF CORREGATED METAL PIPE CULVERT, 98 FT
 AA5214'(29.9 M) SOUTHERLY OF A 15-INCH SPRUCE TREE,  NORTH OF A MICHIGAN
 AA5214'DEPARTMENT OF TRANSPORTATION "PARK AND RIDE" LOT,  AND 2 FT (0.6 M)
 AA5214'NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5214
 AA5214                          STATION RECOVERY (2001)
 AA5214
 AA5214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5214
 AA5214                          STATION RECOVERY (2001)
 AA5214
 AA5214'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5214'RECOVERED IN GOOD CONDITION.
 AA5214
 AA5214                          STATION RECOVERY (2003)
 AA5214
 AA5214'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5214'RECOVERED IN GOOD CONDITION.
 AA5214
 AA5214                          STATION RECOVERY (2006)
 AA5214
 AA5214'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5215 ***********************************************************************
 AA5215  DESIGNATION -  22208
 AA5215  PID         -  AA5215
 AA5215  STATE/COUNTY-  MI/DICKINSON
 AA5215  USGS QUAD   -  RANDVILLE (1982)
 AA5215
 AA5215                         *CURRENT SURVEY CONTROL
 AA5215  ___________________________________________________________________
 AA5215* NAD 83(1994)-  45 52 52.12535(N)    088 03 10.89374(W)     ADJUSTED  
 AA5215* NAVD 88     -       358.4    (meters)    1176.     (feet)  GPS OBS   
 AA5215  ___________________________________________________________________
 AA5215  X           -     151,120.209 (meters)                     COMP
 AA5215  Y           -  -4,445,471.459 (meters)                     COMP
 AA5215  Z           -   4,556,293.653 (meters)                     COMP
 AA5215  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 AA5215  ELLIP HEIGHT-         324.35  (meters)          (07/17/02) GPS OBS
 AA5215  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 AA5215
 AA5215  HORZ ORDER  -  FIRST
 AA5215  ELLP ORDER  -  FOURTH    CLASS I
 AA5215
 AA5215.The horizontal coordinates were established by GPS observations
 AA5215.and adjusted by the National Geodetic Survey in February 1997..
 AA5215
 AA5215.The orthometric height was determined by GPS observations and a
 AA5215.high-resolution geoid model.
 AA5215
 AA5215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5215
 AA5215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5215
 AA5215.The ellipsoidal height was determined by GPS observations
 AA5215.and is referenced to NAD 83.
 AA5215
 AA5215.The geoid height was determined by GEOID03.
 AA5215
 AA5215;                    North         East     Units Scale Factor Converg.
 AA5215;SPC MI N     -   122,558.600 7,918,262.976   MT  0.99992757   -0 45 40.0
 AA5215;SPC MI N     -   402,095.14 25,978,553.07   iFT  0.99992757   -0 45 40.0
 AA5215;UTM  16      - 5,081,381.218   418,287.484   MT  0.99968208   -0 45 21.6
 AA5215
 AA5215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5215!SPC MI N     -   0.99994915  x   0.99992757  =   0.99987673
 AA5215!UTM  16      -   0.99994915  x   0.99968208  =   0.99963125
 AA5215
 AA5215                          SUPERSEDED SURVEY CONTROL
 AA5215
 AA5215  ELLIP H (02/03/97)  324.33   (m)                       GP(       ) 4 1
 AA5215  NAD 83(1994)-  45 52 52.12423(N)    088 03 10.88990(W) AD(       ) 1
 AA5215
 AA5215.Superseded values are not recommended for survey control.
 AA5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5215.See file dsdata.txt to determine how the superseded data were derived.
 AA5215
 AA5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1828781381(NAD 83)
 AA5215_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5215_STAMPING: 22208 1992
 AA5215_MARK LOGO: MIDT  
 AA5215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5215+STABILITY: SURFACE MOTION
 AA5215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5215+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5215
 AA5215  HISTORY     - Date     Condition        Report By
 AA5215  HISTORY     - 1992     MONUMENTED       MIDT
 AA5215  HISTORY     - 20010331 GOOD             NGS
 AA5215  HISTORY     - 20011022 GOOD             MIDT
 AA5215  HISTORY     - 20031017 GOOD             USPSQD
 AA5215  HISTORY     - 20060427 GOOD             USPSQD
 AA5215
 AA5215                          STATION DESCRIPTION
 AA5215
 AA5215'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5215'STATION IS LOCATED IN QUAD. 450881, IN THE NORTHWEST 1/4 OF NORTHEAST
 AA5215'1/4 OF SECTION 7, T-40-N, R-30-W, BREITUNG TOWNSHIP. ABOUT 4-3/4 MILES
 AA5215'NORTH OF IRON MOUNTAIN ALONG STATE HIGHWAY M-95, AND ON THE RANDVILLE
 AA5215'QUADRANGLE MAP.
 AA5215' 
 AA5215'TO REACH FROM THE DICKINSON COUNTY COURTHOUSE IN IRON MOUNTAIN PROCEED
 AA5215'NORTHERLY ALONG UNITED STATES HIGHWAY 2 FOR 3.6 MI (5.8 KM) TO THE
 AA5215'STATE HIGHWAY M-95 JUNCTION (NORTH).  TURN RIGHT ON STATE HIGHWAY M-95
 AA5215'NORTH AND GO NORTHERLY 1.3 MI (2.1 KM) TO STATION ON THE LEFT. IT IS
 AA5215'IN THE SOUTHWEST QUADRANT OF THE CLEAR VISION AREA OF TWIN FALLS ROAD
 AA5215'AND STATE HIGHWAY M-95 INTERSECTION.
 AA5215' 
 AA5215'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN 12-INCH DIAMETER
 AA5215'CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 90 FT (27.4 M)
 AA5215'NORTHWESTERLY OF THE CENTER OF STATE HIGHWAY M-95,  20 FT (6.1 M)
 AA5215'SOUTHERLY OF THE CENTER OF TWIN FALLS ROAD, 5 FT (1.5 M) FROM CLEAR
 AA5215'VISION R.O.W. FENCE, AND 4 FT (1.2 M) EASTERLY OF A METAL WITNESS POST
 AA5215'WITH SIGN.
 AA5215
 AA5215                          STATION RECOVERY (2001)
 AA5215
 AA5215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5215'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5215
 AA5215                          STATION RECOVERY (2001)
 AA5215
 AA5215'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AA5215'RECOVERED IN GOOD CONDITION.
 AA5215
 AA5215                          STATION RECOVERY (2003)
 AA5215
 AA5215'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5215'RECOVERED IN GOOD CONDITION.
 AA5215
 AA5215                          STATION RECOVERY (2006)
 AA5215
 AA5215'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0680 ***********************************************************************
 NF0680  DESIGNATION -  223
 NF0680  PID         -  NF0680
 NF0680  STATE/COUNTY-  MI/KENT
 NF0680  USGS QUAD   -  CUTLERVILLE (1982)
 NF0680
 NF0680                         *CURRENT SURVEY CONTROL
 NF0680  ___________________________________________________________________
 NF0680* NAD 83(1986)-  42 48 27.     (N)    085 41 35.     (W)     SCALED    
 NF0680* NAVD 88     -       211.829  (meters)     694.98   (feet)  ADJUSTED  
 NF0680  ___________________________________________________________________
 NF0680  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0680  DYNAMIC HT  -         211.772 (meters)     694.79  (feet)  COMP
 NF0680  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 NF0680
 NF0680  VERT ORDER  -  SECOND    CLASS 0
 NF0680
 NF0680.The horizontal coordinates were scaled from a topographic map and have
 NF0680.an estimated accuracy of +/- 6 seconds.
 NF0680
 NF0680.The orthometric height was determined by differential leveling
 NF0680.and adjusted by the National Geodetic Survey in June 1991..
 NF0680
 NF0680.The geoid height was determined by GEOID03.
 NF0680
 NF0680.The dynamic height is computed by dividing the NAVD 88
 NF0680.geopotential number by the normal gravity value computed on the
 NF0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0680.degrees latitude (g = 980.6199 gals.).
 NF0680
 NF0680.The modeled gravity was interpolated from observed gravity values.
 NF0680
 NF0680;                    North         East    Units  Estimated Accuracy
 NF0680;SPC MI S     -   146,090.    3,891,520.      MT  (+/- 180 meters Scaled)
 NF0680
 NF0680                          SUPERSEDED SURVEY CONTROL
 NF0680
 NF0680  NGVD 29 (??/??/92)  211.968  (m)          695.43   (f) ADJ UNCH    2 0
 NF0680
 NF0680.Superseded values are not recommended for survey control.
 NF0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0680.See file dsdata.txt to determine how the superseded data were derived.
 NF0680
 NF0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN068402(NAD 83)
 NF0680_MARKER: Z = SEE DESCRIPTION
 NF0680_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0680_SP_SET: RAIL
 NF0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0680
 NF0680  HISTORY     - Date     Condition        Report By
 NF0680  HISTORY     - UNK      MONUMENTED       PRR
 NF0680  HISTORY     - 1934     GOOD             NGS
 NF0680  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0680
 NF0680                          STATION DESCRIPTION
 NF0680
 NF0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0680'5.4 MI N FROM MOLINE.
 NF0680'IN KENT COUNTY, 5.4 MILES NORTH ALONG THE PENNSYLANIA RAILROAD
 NF0680'FROM THE STATION AT MOLINE, ALLEGAN COUNTY, AT MILEPOST 223, 4
 NF0680'FEET EAST OF THE EAST RAIL, AND 9 INCHES LOWER THAN THE TOP OF
 NF0680'THE RAIL.  THE TOP OF A VERTICAL RAIL.
 NF0680
 NF0680                          STATION RECOVERY (1999)
 NF0680
 NF0680'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0044 ***********************************************************************
 RH0044  DESIGNATION -  223 USLS 1894
 RH0044  PID         -  RH0044
 RH0044  STATE/COUNTY-  MI/CHIPPEWA
 RH0044  USGS QUAD   -  LIME ISLAND (1994)
 RH0044
 RH0044                         *CURRENT SURVEY CONTROL
 RH0044  ___________________________________________________________________
 RH0044* NAD 83(1994)-  46 02 20.23328(N)    083 54 15.09414(W)     ADJUSTED  
 RH0044* NAVD 88     -       179.0    (meters)     587.     (feet)  VERTCON   
 RH0044  ___________________________________________________________________
 RH0044  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 RH0044  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 RH0044
 RH0044  HORZ ORDER  -  SECOND
 RH0044
 RH0044.The horizontal coordinates were established by classical geodetic methods
 RH0044.and adjusted by the National Geodetic Survey in February 1997..
 RH0044
 RH0044.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0044
 RH0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0044
 RH0044.The geoid height was determined by GEOID03.
 RH0044
 RH0044;                    North         East     Units Scale Factor Converg.
 RH0044;SPC MI N     -   144,233.176 8,239,561.108   MT  0.99991203   +2 14 15.4
 RH0044;SPC MI N     -   473,205.96 27,032,680.80   iFT  0.99991203   +2 14 15.4
 RH0044;UTM  17      - 5,102,476.736   275,282.867   MT  1.00022083   -2 05 28.8
 RH0044
 RH0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0044!SPC MI N     -   0.99997771  x   0.99991203  =   0.99988974
 RH0044!UTM  17      -   0.99997771  x   1.00022083  =   1.00019853
 RH0044
 RH0044:                Primary Azimuth Mark                     Grid Az
 RH0044:SPC MI N     -  PIPE ISLAND TWINS LIGHT                  142 56 40.0
 RH0044:UTM  17      -  PIPE ISLAND TWINS LIGHT                  147 16 24.2
 RH0044
 RH0044|---------------------------------------------------------------------|
 RH0044| PID    Reference Object                     Distance      Geod. Az  |
 RH0044|                                                           dddmmss.s |
 RH0044| RH0041 PIPE ISLAND TWINS LIGHT             APPROX. 1.7 KM 1451055.4 |
 RH0044| RH0043 SQUAW ISLAND LIGHT                   11.054 METERS 17544     |
 RH0044| RH0047 221 USLS 1894                       APPROX. 2.4 KM 2504641.2 |
 RH0044|---------------------------------------------------------------------|
 RH0044
 RH0044                          SUPERSEDED SURVEY CONTROL
 RH0044
 RH0044  NAD 83(1986)-  46 02 20.22074(N)    083 54 15.08733(W) AD(       ) 2
 RH0044  NAD 83(1986)-  46 02 20.22765(N)    083 54 15.09868(W) AD(       ) 3
 RH0044  NAD 27      -  46 02 20.15800(N)    083 54 15.05600(W) AD(       ) 3
 RH0044  NGVD 29 (05/22/90)  179.0    (m)          587.     (f) GPS OBS        
 RH0044
 RH0044.Superseded values are not recommended for survey control.
 RH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0044.See file dsdata.txt to determine how the superseded data were derived.
 RH0044
 RH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7528302477(NAD 83)
 RH0044_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0044+STABILITY: SURFACE MOTION
 RH0044
 RH0044  HISTORY     - Date     Condition        Report By
 RH0044  HISTORY     - 1894     MONUMENTED       USLS
 RH0044  HISTORY     - 1988     GOOD             USE
 RH0044
 RH0044                          STATION DESCRIPTION
 RH0044
 RH0044'DESCRIBED BY US LAKE SURVEY 1894
 RH0044'ON SQUAW ISLAND IN POTAGANNISSING BAY, 4 MILES N OF DETOUR, MICHIGAN.
 RH0044'IT IS ON THE RIDGE RUNNING N AND S IN CENTER OF ISLAND, 75 FEET N
 RH0044'OF THE S END OF THE ISLAND, AND 36.3 FEET N OF TH SQUAW ISLAND LIGHT.
 RH0044'
 RH0044'STATION MARK IS A DRILL HOLE IN ROCK UNDERGROUND.  A STANDARD U S L S
 RH0044'DISK WITH CROSS AND---223---STAMPED ON IT, IN THE TOP OF A 6-INCH
 RH0044'CONCRETE CYLINDER, IS SET OVER THE STATION WITH ITS TOP 15 INCHES
 RH0044'ABOVE GROUND IN A CAIRN.
 RH0044
 RH0044                          STATION RECOVERY (1988)
 RH0044
 RH0044'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RH0044'THE STATION IS LOCATED ABOUT 61.0 KM (37.9 MI) SOUTH-SOUTHEAST OF
 RH0044'SAULT STE MARIE,
 RH0044'57.8 KM (35.9 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0044'5.5 KM (3.4 MI) NORTH OF DETOUR VILLAGE
 RH0044'ON SQUAW ISLAND IN FRAC SEC 15, T42N-R4E
 RH0044'OWNERSHIP---UNITED STATES COAST GUARD
 RH0044'
 RH0044'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE  GO
 RH0044'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 RH0044'BY BOAT TRAVEL UPRIVER FOR 30 MINUTES TO SQUAW ISLAND WHERE THE
 RH0044'STATION IS LOCATED.
 RH0044'
 RH0044'THE STATION IS A STANDARD USLS DISK
 RH0044'THAT IS
 RH0044'STAMPED---223---,
 RH0044'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RH0044'LOCATED AT THE SOUTH END OF THE ISLAND 14.3 METERS (47 FT) NORTH OF
 RH0044'THE
 RH0044'RED SQUAW ISLAND NAVIGATION LIGHT.
 RH0044'
 RH0044'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5410 ***********************************************************************
 AA5410  DESIGNATION -  22364
 AA5410  PID         -  AA5410
 AA5410  STATE/COUNTY-  MI/WAYNE
 AA5410  USGS QUAD   -  NORTHVILLE (1980)
 AA5410
 AA5410                         *CURRENT SURVEY CONTROL
 AA5410  ___________________________________________________________________
 AA5410* NAD 83(1994)-  42 26 19.22275(N)    083 26 11.09917(W)     ADJUSTED  
 AA5410* NAVD 88     -       248.5    (meters)     815.     (feet)  GPS OBS   
 AA5410  ___________________________________________________________________
 AA5410  X           -     538,884.702 (meters)                     COMP
 AA5410  Y           -  -4,683,514.454 (meters)                     COMP
 AA5410  Z           -   4,281,834.514 (meters)                     COMP
 AA5410  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 AA5410  ELLIP HEIGHT-         214.64  (meters)          (07/12/02) GPS OBS
 AA5410  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 AA5410
 AA5410  HORZ ORDER  -  FIRST
 AA5410  ELLP ORDER  -  FOURTH    CLASS I
 AA5410
 AA5410.The horizontal coordinates were established by GPS observations
 AA5410.and adjusted by the National Geodetic Survey in February 1997..
 AA5410
 AA5410.The orthometric height was determined by GPS observations and a
 AA5410.high-resolution geoid model.
 AA5410
 AA5410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5410
 AA5410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5410
 AA5410.The ellipsoidal height was determined by GPS observations
 AA5410.and is referenced to NAD 83.
 AA5410
 AA5410.The geoid height was determined by GEOID03.
 AA5410
 AA5410;                    North         East     Units Scale Factor Converg.
 AA5410;SPC MI S     -   104,688.389 4,076,533.953   MT  0.99993704   +0 37 59.0
 AA5410;SPC MI S     -   343,465.84 13,374,455.23   iFT  0.99993704   +0 37 59.0
 AA5410;UTM  17      - 4,701,359.475   299,608.072   MT  1.00009410   -1 38 40.7
 AA5410
 AA5410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5410!SPC MI S     -   0.99996634  x   0.99993704  =   0.99990338
 AA5410!UTM  17      -   0.99996634  x   1.00009410  =   1.00006044
 AA5410
 AA5410                          SUPERSEDED SURVEY CONTROL
 AA5410
 AA5410  ELLIP H (02/03/97)  214.69   (m)                       GP(       ) 4 1
 AA5410  NAD 83(1986)-  42 26 19.22808(N)    083 26 11.12857(W) AD(       ) 1
 AA5410
 AA5410.Superseded values are not recommended for survey control.
 AA5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5410.See file dsdata.txt to determine how the superseded data were derived.
 AA5410
 AA5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9960801359(NAD 83)
 AA5410_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5410_STAMPING: 22364 1993
 AA5410_MARK LOGO: MI-163
 AA5410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5410+STABILITY: SURFACE MOTION
 AA5410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5410+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AA5410
 AA5410  HISTORY     - Date     Condition        Report By
 AA5410  HISTORY     - 1994     MONUMENTED       WADTRI
 AA5410  HISTORY     - 19940922 GOOD             WADTRI
 AA5410  HISTORY     - 20010806 MARK NOT FOUND   NGS
 AA5410  HISTORY     - 20010815 MARK NOT FOUND   NGS
 AA5410  HISTORY     - 20020508 MARK NOT FOUND   INDIV
 AA5410  HISTORY     - 20020601 MARK NOT FOUND   INDIV
 AA5410  HISTORY     - 20060113 MARK NOT FOUND   INDIV
 AA5410
 AA5410                          STATION DESCRIPTION
 AA5410
 AA5410'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (JEK)
 AA5410'INTERSTATE 275 TO EXIT 167 (EIGHT MILE ROAD EXIT), THENCE WEST ALONG
 AA5410'EIGHT MILE ROAD 0.05 MILES (0.08 KM) TO THE INTERSECTION OF HAGGERTY
 AA5410'HIGHWAY AND THE MONUMENT AT THE SOUTHWEST QUADRANT OF THE
 AA5410'INTERSECTION.  THE MONUMENT IS 58.4 FEET (17.8 M) SOUTH OF THE
 AA5410'CENTERLINE OF EIGHT MILE ROAD, 62.6 FEET (19.1 M) WEST OF THE
 AA5410'CENTERLINE OF HAGGERTY HIGHWAY, 12 FEET (3.7 M) EAST SOUTHEAST OF A
 AA5410'POWER POLE, 81 FEET (24.7 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA5410'BRICK BASE OF A "MEIJER" SIGN, 13.25 FEET (4.04 M) NORTH OF THE
 AA5410'NORTHWEST CORNER OF A 2 FEET (0.6 M) BY 3 FEET (0.9 M) CONCRETE SLAB,
 AA5410'AND 1.5 FEET (0.5 M) HIGHER THAN HAGGERTY HIGHWAY.
 AA5410
 AA5410                          STATION RECOVERY (1994)
 AA5410
 AA5410'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5410'STATION IS LOCATED APPROXIMATELY 2.0 MILESEAST OF NORTHVILLE, MICHIGAN
 AA5410'ON HAGGERTY ROAD AT EIGHT MILE ROAD. TO REACH FROM THE INTERSECTION OF
 AA5410'INTERSTATE I-275 AND EIGHT MILE ROAD (EXIT 167) PROCEED WEST FROM THE
 AA5410'INTERSECTION 0.1 MILES ON EIGHT MILE ROAD TO HAGGERTY ROAD AND THE
 AA5410'STATION AT THE SOUTHWEST QUADRANT. THE STATION IS AN ALUMINUM "OAKLAND
 AA5410'COUNTY REMON" CAP SET IN A CONCRETE MONUMENT 8 INCHES IN DIAMETER
 AA5410'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 62.6 FEETWEST OF THE
 AA5410'CENTERLINE OF HAGGERTY ROAD, 58.4 FEETSOUTH OF THE CENTERLINE OF EIGHT
 AA5410'MILE ROAD, 12 FEETSOUTHEAST OF A POLE,  81 FEETNORTHEAST OF THE
 AA5410'NORTHWEST CORNER OF THE BRICK BASE OF A "MEIJER" SIGN,  13.25
 AA5410'FEETNORTH OF THE NORTH EDGE OF A CONCRETE SLAB AND 1.5 FEETHIGHER THAN
 AA5410'HAGGERTY ROAD.
 AA5410
 AA5410                          STATION RECOVERY (2001)
 AA5410
 AA5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5410
 AA5410                          STATION RECOVERY (2001)
 AA5410
 AA5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5410'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5410
 AA5410                          STATION RECOVERY (2002)
 AA5410
 AA5410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5410'I, JOSEPH C. KAPELCZAK, OAKLAND COUNTY SURVEYOR, LICENSED MICHIGAN
 AA5410'SURVEYOR, NO. 24598, FOUND THIS CORNER TO BE DESTROYED DUE TO
 AA5410'ACTIVITIES PURSUANT TO THE CONSTRUCTION OF MEIJER'S THRIFTY ACRES AT
 AA5410'THE SOUTHWEST CORNER OF HAGGERTY AND EIGHT MILE ROADS.
 AA5410
 AA5410                          STATION RECOVERY (2002)
 AA5410
 AA5410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA5410'I, JOSEPH C. KAPELCZAK, A LICENSED LAND SURVEYOR NO. 24598 ALSO BEING
 AA5410'THE OAKLAND COUNTY PLAT ENGINEER AND COUNTY REMONUMENTATION
 AA5410'REPRESENTATIVE DURING THE COURSE OF GPS SURVEYING IN THE COUNTY OF
 AA5410'OAKLAND FOUND THIS MONUMENT TO BE DESTROYED.
 AA5410
 AA5410                          STATION RECOVERY (2006)
 AA5410
 AA5410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5410'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0052 ***********************************************************************
 NF0052  DESIGNATION -  225 1/2
 NF0052  PID         -  NF0052
 NF0052  STATE/COUNTY-  MI/INGHAM
 NF0052  USGS QUAD   -  EAST LANSING (1970)
 NF0052
 NF0052                         *CURRENT SURVEY CONTROL
 NF0052  ___________________________________________________________________
 NF0052* NAD 83(1986)-  42 43 16.     (N)    084 27 43.     (W)     SCALED    
 NF0052* NAVD 88     -       259.453  (meters)     851.22   (feet)  ADJUSTED  
 NF0052  ___________________________________________________________________
 NF0052  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0052  DYNAMIC HT  -         259.381 (meters)     850.99  (feet)  COMP
 NF0052  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 NF0052
 NF0052  VERT ORDER  -  SECOND    CLASS 0
 NF0052
 NF0052.The horizontal coordinates were scaled from a topographic map and have
 NF0052.an estimated accuracy of +/- 6 seconds.
 NF0052
 NF0052.The orthometric height was determined by differential leveling
 NF0052.and adjusted by the National Geodetic Survey in June 1991..
 NF0052
 NF0052.The geoid height was determined by GEOID03.
 NF0052
 NF0052.The dynamic height is computed by dividing the NAVD 88
 NF0052.geopotential number by the normal gravity value computed on the
 NF0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0052.degrees latitude (g = 980.6199 gals.).
 NF0052
 NF0052.The modeled gravity was interpolated from observed gravity values.
 NF0052
 NF0052;                    North         East    Units  Estimated Accuracy
 NF0052;SPC MI S     -   135,640.    3,992,200.      MT  (+/- 180 meters Scaled)
 NF0052
 NF0052                          SUPERSEDED SURVEY CONTROL
 NF0052
 NF0052  NGVD 29 (??/??/92)  259.585  (m)          851.66   (f) ADJ UNCH    2 0
 NF0052
 NF0052.Superseded values are not recommended for survey control.
 NF0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0052.See file dsdata.txt to determine how the superseded data were derived.
 NF0052
 NF0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN078329(NAD 83)
 NF0052_MARKER: B = BOLT
 NF0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0052_STAMPING: 225-1/2
 NF0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0052+STABILITY: SURFACE MOTION
 NF0052
 NF0052  HISTORY     - Date     Condition        Report By
 NF0052  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0052  HISTORY     - 1934     GOOD             NGS
 NF0052  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0052
 NF0052                          STATION DESCRIPTION
 NF0052
 NF0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0052'3.6 MI W FROM HASLETT.
 NF0052'3.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0052'STATION AT HASLETT, INGHAM COUNTY, 0.8 MILES EAST OF FARM LANE,
 NF0052'0.5 MI. EAST OF MILEPOST C 225, AT THE CROSSING OF THE HAYDON
 NF0052'ROAD, 43 YARDS EAST OF THE INTERSECTION OF THE CENTERLINE OF
 NF0052'THE HAYDON ROAD WITH THE NORTH RAIL OF THE NORTH TRACK, AND
 NF0052'46.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A COPPER
 NF0052'BOLT, STAMPED 225-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0052
 NF0052                          STATION RECOVERY (1989)
 NF0052
 NF0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0068 ***********************************************************************
 RH0068  DESIGNATION -  225 UDP+005
 RH0068  PID         -  RH0068
 RH0068  STATE/COUNTY-  MI/CHIPPEWA
 RH0068  USGS QUAD   -  LIME ISLAND (1994)
 RH0068
 RH0068                         *CURRENT SURVEY CONTROL
 RH0068  ___________________________________________________________________
 RH0068* NAD 83(1994)-  46 01 32.89143(N)    083 53 29.83723(W)     ADJUSTED  
 RH0068* NAVD 88     -       179.4    (meters)     589.     (feet)  VERTCON   
 RH0068  ___________________________________________________________________
 RH0068  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 RH0068  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 RH0068
 RH0068  HORZ ORDER  -  SECOND
 RH0068
 RH0068.The horizontal coordinates were established by classical geodetic methods
 RH0068.and adjusted by the National Geodetic Survey in February 1997..
 RH0068
 RH0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0068
 RH0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0068
 RH0068.The geoid height was determined by GEOID03.
 RH0068
 RH0068;                    North         East     Units Scale Factor Converg.
 RH0068;SPC MI N     -   142,810.791 8,240,590.710   MT  0.99991304   +2 14 48.1
 RH0068;SPC MI N     -   468,539.34 27,036,058.76   iFT  0.99991304   +2 14 48.1
 RH0068;UTM  17      - 5,100,980.237   276,202.453   MT  1.00021576   -2 04 54.6
 RH0068
 RH0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0068!SPC MI N     -   0.99997764  x   0.99991304  =   0.99989069
 RH0068!UTM  17      -   0.99997764  x   1.00021576  =   1.00019340
 RH0068
 RH0068                          SUPERSEDED SURVEY CONTROL
 RH0068
 RH0068  NAD 83(1986)-  46 01 32.87879(N)    083 53 29.83019(W) AD(       ) 2
 RH0068  NGVD 29 (05/22/90)  179.4    (m)          589.     (f) VERT ANG       
 RH0068
 RH0068.Superseded values are not recommended for survey control.
 RH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0068.See file dsdata.txt to determine how the superseded data were derived.
 RH0068
 RH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7620200980(NAD 83)
 RH0068_MARKER: DS = TRIANGULATION STATION DISK
 RH0068_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0068+WITH SETTING: INFORMATION.
 RH0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0068
 RH0068  HISTORY     - Date     Condition        Report By
 RH0068  HISTORY     - 1988     MONUMENTED       USE
 RH0068
 RH0068                          STATION DESCRIPTION
 RH0068
 RH0068'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0068'THE STATION IS LOCATED ABOUT 62.6 KM (38.9 MI) SOUTH-SOUTHEAST OF
 RH0068'SAULT STE MARIE,
 RH0068'59.1 KM (36.7 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0068'3.9 KM (2.4 MI) NORTH OF DETOUR VILLAGE
 RH0068'ON THE EAST ISLAND OF THE PIPE ISLAND TWINS IN SEC 23, T42N-R4E
 RH0068'OWNERSHIP---STATE OF MICHIGAN
 RH0068'
 RH0068'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE GO
 RH0068'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT
 RH0068'LAUNCH.  BY BOAT TRAVEL UPRIVER FOR 30 MINUTES TO THE EAST OF TWO
 RH0068'SMALL ISLANDS (PIPE ISLAND TWINS) AND THE STATION.
 RH0068'
 RH0068'THE STATION IS A STANDARD COE DISK
 RH0068'THAT IS
 RH0068'STAMPED---UDP+005---,
 RH0068'SET INTO A COVERED PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RH0068'DRIVEN INTO THE GROUND LOCATED 48.5 METERS (159 FT) SOUTH OF A GREEN
 RH0068'NAVIGATION LIGHT.
 RH0068'
 RH0068'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0051 ***********************************************************************
 NF0051  DESIGNATION -  226 1/2
 NF0051  PID         -  NF0051
 NF0051  STATE/COUNTY-  MI/INGHAM
 NF0051  USGS QUAD   -  EAST LANSING (1970)
 NF0051
 NF0051                         *CURRENT SURVEY CONTROL
 NF0051  ___________________________________________________________________
 NF0051* NAD 83(1986)-  42 43 33.     (N)    084 26 37.     (W)     SCALED    
 NF0051* NAVD 88     -       258.818  (meters)     849.14   (feet)  ADJUSTED  
 NF0051  ___________________________________________________________________
 NF0051  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF0051  DYNAMIC HT  -         258.746 (meters)     848.90  (feet)  COMP
 NF0051  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NF0051
 NF0051  VERT ORDER  -  SECOND    CLASS 0
 NF0051
 NF0051.The horizontal coordinates were scaled from a topographic map and have
 NF0051.an estimated accuracy of +/- 6 seconds.
 NF0051
 NF0051.The orthometric height was determined by differential leveling
 NF0051.and adjusted by the National Geodetic Survey in June 1991..
 NF0051
 NF0051.The geoid height was determined by GEOID03.
 NF0051
 NF0051.The dynamic height is computed by dividing the NAVD 88
 NF0051.geopotential number by the normal gravity value computed on the
 NF0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0051.degrees latitude (g = 980.6199 gals.).
 NF0051
 NF0051.The modeled gravity was interpolated from observed gravity values.
 NF0051
 NF0051;                    North         East    Units  Estimated Accuracy
 NF0051;SPC MI S     -   136,170.    3,993,700.      MT  (+/- 180 meters Scaled)
 NF0051
 NF0051                          SUPERSEDED SURVEY CONTROL
 NF0051
 NF0051  NGVD 29 (??/??/92)  258.951  (m)          849.58   (f) ADJ UNCH    2 0
 NF0051
 NF0051.Superseded values are not recommended for survey control.
 NF0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0051.See file dsdata.txt to determine how the superseded data were derived.
 NF0051
 NF0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN092335(NAD 83)
 NF0051_MARKER: B = BOLT
 NF0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0051_STAMPING: 226-1/2
 NF0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0051+STABILITY: SURFACE MOTION
 NF0051
 NF0051  HISTORY     - Date     Condition        Report By
 NF0051  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0051  HISTORY     - 1934     GOOD             NGS
 NF0051  HISTORY     - 1976     GOOD             NGS
 NF0051  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0051
 NF0051                          STATION DESCRIPTION
 NF0051
 NF0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0051'2.6 MI W FROM HASLETT.
 NF0051'2.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0051'STATION AT HASLETT, INGHAM COUNTY, 0.5 MILES WEST OF MILEPOST
 NF0051'C 227, 0.5 MILES EAST OF BRIDGE 226.01, ABOUT 172 YARDS EAST OF
 NF0051'AN OVERHEAD HIGHWAY BRIDGE, 46.3 FEET NORTH OF THE NORTH RAIL OF
 NF0051'THE NORTH TRACK, AND 1.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.
 NF0051'A COPPER BOLT, STAMPED 226-1/2 AND SET IN THE TOP OF A CONCRETE
 NF0051'POST.
 NF0051
 NF0051                          STATION RECOVERY (1976)
 NF0051
 NF0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0051'RECOVERED IN GOOD CONDITION.
 NF0051
 NF0051                          STATION RECOVERY (1989)
 NF0051
 NF0051'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0069 ***********************************************************************
 RH0069  DESIGNATION -  227 UDP+061
 RH0069  PID         -  RH0069
 RH0069  STATE/COUNTY-  MI/CHIPPEWA
 RH0069  USGS QUAD   -  LIME ISLAND (1994)
 RH0069
 RH0069                         *CURRENT SURVEY CONTROL
 RH0069  ___________________________________________________________________
 RH0069* NAD 83(1994)-  46 00 42.32440(N)    083 54 33.86593(W)     ADJUSTED  
 RH0069* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 RH0069  ___________________________________________________________________
 RH0069  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 RH0069  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 RH0069
 RH0069  HORZ ORDER  -  SECOND
 RH0069
 RH0069.The horizontal coordinates were established by classical geodetic methods
 RH0069.and adjusted by the National Geodetic Survey in February 1997..
 RH0069
 RH0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0069
 RH0069.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0069
 RH0069.The geoid height was determined by GEOID03.
 RH0069
 RH0069;                    North         East     Units Scale Factor Converg.
 RH0069;SPC MI N     -   141,197.005 8,239,275.631   MT  0.99991417   +2 14 01.9
 RH0069;SPC MI N     -   463,244.77 27,031,744.20   iFT  0.99991417   +2 14 01.9
 RH0069;UTM  17      - 5,099,469.841   274,768.892   MT  1.00022367   -2 05 38.9
 RH0069
 RH0069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0069!SPC MI N     -   0.99997777  x   0.99991417  =   0.99989194
 RH0069!UTM  17      -   0.99997777  x   1.00022367  =   1.00020144
 RH0069
 RH0069                          SUPERSEDED SURVEY CONTROL
 RH0069
 RH0069  NAD 83(1986)-  46 00 42.31186(N)    083 54 33.85912(W) AD(       ) 2
 RH0069  NGVD 29 (05/22/90)  178.6    (m)          586.     (f) VERT ANG       
 RH0069
 RH0069.Superseded values are not recommended for survey control.
 RH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0069.See file dsdata.txt to determine how the superseded data were derived.
 RH0069
 RH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7476999470(NAD 83)
 RH0069_MARKER: DS = TRIANGULATION STATION DISK
 RH0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0069_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0069+STABILITY: SURFACE MOTION
 RH0069
 RH0069  HISTORY     - Date     Condition        Report By
 RH0069  HISTORY     - 1988     MONUMENTED       USE
 RH0069
 RH0069                          STATION DESCRIPTION
 RH0069
 RH0069'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0069'THE STATION IS LOCATED ABOUT 63.1 KM (39.2 MI) SOUTH-SOUTHEAST OF
 RH0069'SAULT STE MARIE, 58.6 KM (36.4 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0069'2.3 KM
 RH0069'(1.4 MI) NORTH OF DETOUR VILLAGE IN GOVT LOT 3, SEC 27, T42N-R4E.
 RH0069'OWNERSHIP---GAFFNEY POINT LAND CORPORATION, FORD MOTOR CO. L/C
 RH0069'
 RH0069'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0069'NORTH FOR .8 KM (0.50 MI) ON ELIZABETH STREET,
 RH0069'TURN LEFT AND TRAVEL WEST FOR .2 KM (0.15 MI)
 RH0069'TURN RIGHT AND GO NORTH FOR .5 KM (0.30 MI)
 RH0069'TO A ROAD THAT FORKS TO THE RIGHT, CONTINUE
 RH0069'NORTH FOR 1 KM
 RH0069'(0.60 MI). PACK NORTHEAST 21.3 METERS (70 FT) TO BEACH AND STATION.
 RH0069'
 RH0069'THE STATION IS A STANDARD COE DISK THAT IS
 RH0069'STAMPED---UDP+061---, SET INTO REMAINS OF ROUND CONCRETE MONUMENT,
 RH0069'AND REINFORCED WITH CONCRETE.
 RH0069'
 RH0069'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0049 ***********************************************************************
 NF0049  DESIGNATION -  229 1/2
 NF0049  PID         -  NF0049
 NF0049  STATE/COUNTY-  MI/INGHAM
 NF0049  USGS QUAD   -  EAST LANSING (1970)
 NF0049
 NF0049                         *CURRENT SURVEY CONTROL
 NF0049  ___________________________________________________________________
 NF0049* NAD 83(1986)-  42 44 56.     (N)    084 23 55.     (W)     SCALED    
 NF0049* NAVD 88     -       259.987  (meters)     852.97   (feet)  ADJUSTED  
 NF0049  ___________________________________________________________________
 NF0049  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF0049  DYNAMIC HT  -         259.917 (meters)     852.74  (feet)  COMP
 NF0049  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 NF0049
 NF0049  VERT ORDER  -  SECOND    CLASS 0
 NF0049
 NF0049.The horizontal coordinates were scaled from a topographic map and have
 NF0049.an estimated accuracy of +/- 6 seconds.
 NF0049
 NF0049.The orthometric height was determined by differential leveling
 NF0049.and adjusted by the National Geodetic Survey in June 1991..
 NF0049
 NF0049.The geoid height was determined by GEOID03.
 NF0049
 NF0049.The dynamic height is computed by dividing the NAVD 88
 NF0049.geopotential number by the normal gravity value computed on the
 NF0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0049.degrees latitude (g = 980.6199 gals.).
 NF0049
 NF0049.The modeled gravity was interpolated from observed gravity values.
 NF0049
 NF0049;                    North         East    Units  Estimated Accuracy
 NF0049;SPC MI S     -   138,720.    3,997,390.      MT  (+/- 180 meters Scaled)
 NF0049
 NF0049                          SUPERSEDED SURVEY CONTROL
 NF0049
 NF0049  NGVD 29 (??/??/92)  260.121  (m)          853.41   (f) ADJ UNCH    2 0
 NF0049
 NF0049.Superseded values are not recommended for survey control.
 NF0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0049.See file dsdata.txt to determine how the superseded data were derived.
 NF0049
 NF0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN129362(NAD 83)
 NF0049_MARKER: B = BOLT
 NF0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0049_STAMPING: 229 1/2
 NF0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0049+STABILITY: SURFACE MOTION
 NF0049
 NF0049  HISTORY     - Date     Condition        Report By
 NF0049  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0049  HISTORY     - 1934     GOOD             NGS
 NF0049  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0049  HISTORY     - 1989     GOOD             USPSQD
 NF0049
 NF0049                          STATION DESCRIPTION
 NF0049
 NF0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0049'AT HASLETT.
 NF0049'AT HASLETT, INGHAM COUNTY, 764 YARDS EAST OF THE EAST END OF
 NF0049'THE GRAND TRUNK WESTERN RAILROAD STATION, 0.5 MILE EAST OF
 NF0049'MILEPOST C 229, 150 YARDS SOUTHWEST OF POWER-TRANSMISSION LINE
 NF0049'POLE 2717, 29.6 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NF0049'TRACK, 1.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 NF0049'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 229-1/2
 NF0049'AND SET IN THE TOP OF A CONCRETE POST.
 NF0049
 NF0049                          STATION RECOVERY (1976)
 NF0049
 NF0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0049'MARK NOT FOUND.
 NF0049
 NF0049                          STATION RECOVERY (1989)
 NF0049
 NF0049'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1479 ***********************************************************************
 NF1479  DESIGNATION -  23001
 NF1479  PID         -  NF1479
 NF1479  STATE/COUNTY-  MI/EATON
 NF1479  USGS QUAD   -  LANSING SOUTH (1973)
 NF1479
 NF1479                         *CURRENT SURVEY CONTROL
 NF1479  ___________________________________________________________________
 NF1479* NAD 83(1994)-  42 43 17.04167(N)    084 36 12.16936(W)     ADJUSTED  
 NF1479* NAVD 88     -       274.0    (meters)     899.     (feet)  VERTCON   
 NF1479  ___________________________________________________________________
 NF1479  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 NF1479  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF1479
 NF1479  HORZ ORDER  -  SECOND
 NF1479
 NF1479.The horizontal coordinates were established by classical geodetic methods
 NF1479.and adjusted by the National Geodetic Survey in February 1997..
 NF1479
 NF1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1479
 NF1479.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1479
 NF1479.The geoid height was determined by GEOID03.
 NF1479
 NF1479;                    North         East     Units Scale Factor Converg.
 NF1479;SPC MI S     -   135,697.032 3,980,612.910   MT  0.99991094   -0 09 39.9
 NF1479;SPC MI S     -   445,200.24 13,059,753.64   iFT  0.99991094   -0 09 39.9
 NF1479;UTM  16      - 4,732,662.711   696,229.409   MT  1.00007375   +1 37 35.3
 NF1479
 NF1479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1479!SPC MI S     -   0.99996231  x   0.99991094  =   0.99987326
 NF1479!UTM  16      -   0.99996231  x   1.00007375  =   1.00003606
 NF1479
 NF1479:                Primary Azimuth Mark                     Grid Az
 NF1479:SPC MI S     -  LANSING STATE CAPITOL DOME               071 06 08.5
 NF1479:UTM  16      -  LANSING STATE CAPITOL DOME               069 18 53.3
 NF1479
 NF1479|---------------------------------------------------------------------|
 NF1479| PID    Reference Object                     Distance      Geod. Az  |
 NF1479|                                                           dddmmss.s |
 NF1479| NF1470 LANSING STATE CAPITOL DOME          APPROX. 4.2 KM 0705628.6 |
 NF1479| CG9528 23001 RM 1                            5.971 METERS 07233     |
 NF1479| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 2.5 KM 2182810.3 |
 NF1479| CG9529 23001 RM 2                           15.317 METERS 25236     |
 NF1479| CG9527 23001 AZ MK                                        2601235.0 |
 NF1479|---------------------------------------------------------------------|
 NF1479
 NF1479                          SUPERSEDED SURVEY CONTROL
 NF1479
 NF1479  NAD 83(1986)-  42 43 17.04045(N)    084 36 12.18776(W) AD(       ) 2
 NF1479  NAD 27      -  42 43 16.91444(N)    084 36 12.25664(W) AD(       ) 2
 NF1479  NGVD 29 (07/19/86)  274.1    (m)          899.     (f) VERT ANG       
 NF1479
 NF1479.Superseded values are not recommended for survey control.
 NF1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1479.See file dsdata.txt to determine how the superseded data were derived.
 NF1479
 NF1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9622932663(NAD 83)
 NF1479_MARKER: DD = SURVEY DISK
 NF1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1479_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1479
 NF1479  HISTORY     - Date     Condition        Report By
 NF1479  HISTORY     - 1976     MONUMENTED       MIDH
 NF1479
 NF1479                          STATION DESCRIPTION
 NF1479
 NF1479'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1479'THE STATION IS IN EATON COUNTY, T4N, R3W DELTA TOWNSHIP NEAR THE
 NF1479'EASTLINE OF SECTION 21.  IT IS WITHIN THE STATE HIGHWAY RIGHT OF WAY
 NF1479'AND SOUTH OF THE SOUTH GUARDRAIL.
 NF1479'
 NF1479'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND I-496 IN EATON
 NF1479'COUNTY, GO EAST ON I-496 FOR 3.3 MILES TO WEST SIDE OF WAVERLY ROAD
 NF1479'OVERPASS TO STATION ON RIGHT AS DESCRIBED.
 NF1479'
 NF1479'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON I-496 0.8 MILE
 NF1479'TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1479'
 NF1479'STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T HCM 23001
 NF1479'1976.  SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1479'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1479'34.1 FEET SOUTH OF THE CENTER OF EAST BOUND I496, 13.1 FEET EAST
 NF1479'SOUTHEAST OF THE CURB END, 6.7 FEET WESTSOUTHWEST OF THE SOUTHWEST
 NF1479'CORNER OF THE BRIDGE RETAINING WALL, AND 2.5 FEET SOUTH OF THE
 NF1479'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRONZE DISK SET IN
 NF1479'THE TOP OF A MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NF1479'
 NF1479'REFERENCE MARK 1, A 3-1/2 INCH BRASS DISK STAMPED
 NF1479'MDSH AND T - HCM - 23001 - 1976, RM 1, IS SET FLUSH WITH THE SURFACE
 NF1479'OF THE TOP OF THE SOUTHWEST PARAPET WALL OF THE BRIDGE OVERPASS ON
 NF1479'EASTBOUND I-496 AT WAVERLY ROAD.  IT IS 31.3 FEET SOUTH OF THE
 NF1479'CENTER OF EASTBOUND I-496 AND 2.1 FEET WEST OF THE EAST END OF THE
 NF1479'BRIDGE PARAPET WALL.
 NF1479'
 NF1479'REFERENCE MARK 2, A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T HCM
 NF1479'23001 1976 RM 2, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1479'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 44.8 FEET SOUTH OF
 NF1479'THE CENTER OF EAST BOUND I-496, 17.2 FEET WEST-SOUTHWEST OF INGHAM
 NF1479'COUNTY SIGN, AND 9.5 FEET SOUTH OF THE STEEL BEAM GUARD RAIL.
 NF1479'
 NF1479'THE AZIMUTH MARK, A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T 23001
 NF1479'1976 AZ MARK, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1479'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 96.2 FEET SOUTH OF
 NF1479'THE CENTER OF EASTBOUND I-496, 5.0 FEET NORTH OF A WOVEN WIRE FENCE,
 NF1479'AND 5.0 FEET NORTH OF THE WITNESS POST.
 NF1479'
 NF1479'NEAREST TOWN--LANSING.
 NF1479'
 NF1479'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1419 ***********************************************************************
 NF1419  DESIGNATION -  23002
 NF1419  PID         -  NF1419
 NF1419  STATE/COUNTY-  MI/EATON
 NF1419  USGS QUAD   -  OLIVET (1980)
 NF1419
 NF1419                         *CURRENT SURVEY CONTROL
 NF1419  ___________________________________________________________________
 NF1419* NAD 83(1994)-  42 27 36.71608(N)    084 55 29.45699(W)     ADJUSTED  
 NF1419* NAVD 88     -       277.1    (meters)     909.     (feet)  VERTCON   
 NF1419  ___________________________________________________________________
 NF1419  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NF1419  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NF1419
 NF1419  HORZ ORDER  -  SECOND
 NF1419
 NF1419.The horizontal coordinates were established by classical geodetic methods
 NF1419.and adjusted by the National Geodetic Survey in February 1997..
 NF1419
 NF1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1419
 NF1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1419
 NF1419.The geoid height was determined by GEOID03.
 NF1419
 NF1419;                    North         East     Units Scale Factor Converg.
 NF1419;SPC MI S     -   106,808.741 3,954,092.220   MT  0.99993420   -0 22 47.5
 NF1419;SPC MI S     -   350,422.38 12,972,743.50   iFT  0.99993420   -0 22 47.5
 NF1419;UTM  16      - 4,702,959.941   670,618.585   MT  0.99995818   +1 24 04.4
 NF1419
 NF1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1419!SPC MI S     -   0.99996187  x   0.99993420  =   0.99989607
 NF1419!UTM  16      -   0.99996187  x   0.99995818  =   0.99992005
 NF1419
 NF1419:                Primary Azimuth Mark                     Grid Az
 NF1419:SPC MI S     -  23002 AZ MK MIDOT 1976                   076 19 30.0
 NF1419:UTM  16      -  23002 AZ MK MIDOT 1976                   074 32 38.1
 NF1419
 NF1419|---------------------------------------------------------------------|
 NF1419| PID    Reference Object                     Distance      Geod. Az  |
 NF1419|                                                           dddmmss.s |
 NF1419| NF1420 23002 AZ MK MIDOT 1976              APPROX. 1.7 KM 0755642.5 |
 NF1419| CG9530 23002 RM 1                            5.496 METERS 25556     |
 NF1419| CG9531 23002 RM 2                            7.860 METERS 34014     |
 NF1419|---------------------------------------------------------------------|
 NF1419
 NF1419                          SUPERSEDED SURVEY CONTROL
 NF1419
 NF1419  NAD 83(1986)-  42 27 36.71458(N)    084 55 29.47424(W) AD(       ) 2
 NF1419  NAD 27      -  42 27 36.57829(N)    084 55 29.51254(W) AD(       ) 2
 NF1419  NGVD 29 (07/19/86)  277.2    (m)          909.     (f) VERT ANG       
 NF1419
 NF1419.Superseded values are not recommended for survey control.
 NF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1419.See file dsdata.txt to determine how the superseded data were derived.
 NF1419
 NF1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7061902960(NAD 83)
 NF1419_MARKER: DD = SURVEY DISK
 NF1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1419_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1419
 NF1419  HISTORY     - Date     Condition        Report By
 NF1419  HISTORY     - 1976     MONUMENTED       MIDH
 NF1419  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1419
 NF1419                          STATION DESCRIPTION
 NF1419
 NF1419'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1419'THE STATION IS IN EATON COUNTY, APPROXIMATELY 1-1/2 MILES NORTH OF
 NF1419'OLIVET AND 9 MILES SOUTHWEST OF CHARLOTTE.  IT IS NEAR THE CENTER
 NF1419'OF SECTION 20, T 1 N, R 5 W, BEING WALTON TWP.
 NF1419'
 NF1419'TO REACH THE STATION FROM THE I-69 BL AND I-69 INTERSECTION (S.
 NF1419'COCHRAN AT CHARLOTTE) GO 6.0 MILES ON SOUTH BOUND I-69 TO AINGER
 NF1419'RD. AND THE STATION ON THE RIGHT AS DESCRIBED.
 NF1419'
 NF1419'TO REACH THE AZIMUTH MARK GO NORTHEAST FROM THE STATION ON I-69
 NF1419'1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1419'
 NF1419'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T,
 NF1419'HCM, 23002, 1976.  THE DISK IS SET IN THE TOP OF A 12 INCH
 NF1419'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 NF1419'GROUND LEVEL.  IT IS 14.0 FEET WEST OF A 28 INCH OAK TREE WITH A
 NF1419'SURVEY MARKER SIGN NAILED ON THE SOUTHWEST SIDE OF THE TREE.  THE
 NF1419'UNDERGROUND MARK IS A 2 INCH BRONZE DISK STAMPED HCM, FA, ROW,
 NF1419'23002.  IT IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1419'42 INCHES BELOW THE GROUND SURFACE.
 NF1419'
 NF1419'REFERENCE MARK 1 (A 3-1/2 INCH BRASS DISK STAMPED MDH AND T, HCM,
 NF1419'23002, RM 1, 1976) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1419'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND LEVEL.
 NF1419'IT IS 31.0 FEET WEST OF A 28 INCH OAK TREE.
 NF1419'
 NF1419'REFERENCE MARK 2 (A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T,
 NF1419'HCM, 23002 RM 2, 1976) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1419'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND LEVEL.
 NF1419'IT IS 20.0 FEET NORTHWEST OF A 28 INCH OAK TREE.
 NF1419'
 NF1419'THE AZIMUTH MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T,
 NF1419'HCM, 23002, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1419'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND LEVEL.  IT HAS AN
 NF1419'UNDERGROUND MARK (A 2 INCH BRONZE DISK STAMPED HCM, FA, AZI, MARK,
 NF1419'ROW, 23002 42 INCHES BELOW THE GROUND LEVEL.  IT IS 7.0 FEET
 NF1419'NORTH OF A WOVEN WIRE FENCE, 123.0 FEET SOUTH OF THE NORTHBOUND
 NF1419'I-69 CENTERLINE, AND 5.0 FEET NORTH OF A STEEL WITNESS POST.
 NF1419'
 NF1419'NEAREST TOWN--OLIVET.
 NF1419
 NF1419                          STATION RECOVERY (2001)
 NF1419
 NF1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1419'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1420 ***********************************************************************
 NF1420  DESIGNATION -  23002 AZ MK MIDOT 1976
 NF1420  PID         -  NF1420
 NF1420  STATE/COUNTY-  MI/EATON
 NF1420  USGS QUAD   -  OLIVET (1980)
 NF1420
 NF1420                         *CURRENT SURVEY CONTROL
 NF1420  ___________________________________________________________________
 NF1420* NAD 83(1994)-  42 27 50.36770(N)    084 54 15.77132(W)     ADJUSTED  
 NF1420* NAVD 88     -       275.9    (meters)     905.     (feet)  VERTCON   
 NF1420  ___________________________________________________________________
 NF1420  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 NF1420  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1420
 NF1420  HORZ ORDER  -  SECOND
 NF1420
 NF1420.The horizontal coordinates were established by classical geodetic methods
 NF1420.and adjusted by the National Geodetic Survey in February 1997..
 NF1420
 NF1420.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1420
 NF1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1420
 NF1420.The geoid height was determined by GEOID03.
 NF1420
 NF1420;                    North         East     Units Scale Factor Converg.
 NF1420;SPC MI S     -   107,218.986 3,955,778.299   MT  0.99993372   -0 21 57.3
 NF1420;SPC MI S     -   351,768.33 12,978,275.26   iFT  0.99993372   -0 21 57.3
 NF1420;UTM  16      - 4,703,422.404   672,291.146   MT  0.99996523   +1 24 54.6
 NF1420
 NF1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1420!SPC MI S     -   0.99996206  x   0.99993372  =   0.99989578
 NF1420!UTM  16      -   0.99996206  x   0.99996523  =   0.99992729
 NF1420
 NF1420:                Primary Azimuth Mark                     Grid Az
 NF1420:SPC MI S     -  23002                                    256 19 29.5
 NF1420:UTM  16      -  23002                                    254 32 37.6
 NF1420
 NF1420|---------------------------------------------------------------------|
 NF1420| PID    Reference Object                     Distance      Geod. Az  |
 NF1420|                                                           dddmmss.s |
 NF1420| NF1419 23002                               APPROX. 1.7 KM 2555732.2 |
 NF1420|---------------------------------------------------------------------|
 NF1420
 NF1420                          SUPERSEDED SURVEY CONTROL
 NF1420
 NF1420  NAD 83(1986)-  42 27 50.36628(N)    084 54 15.78837(W) AD(       ) 2
 NF1420  NAD 27      -  42 27 50.22991(N)    084 54 15.82909(W) AD(       ) 2
 NF1420  NGVD 29 (07/19/86)  276.0    (m)          906.     (f) VERT ANG       
 NF1420
 NF1420.Superseded values are not recommended for survey control.
 NF1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1420.See file dsdata.txt to determine how the superseded data were derived.
 NF1420
 NF1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7229103422(NAD 83)
 NF1420_MARKER: DD = SURVEY DISK
 NF1420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1420+STABILITY: SURFACE MOTION
 NF1420
 NF1420  HISTORY     - Date     Condition        Report By
 NF1420  HISTORY     - 1976     MONUMENTED       MIDH
 NF1420  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1420
 NF1420                          STATION DESCRIPTION
 NF1420
 NF1420'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1420'STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED MDSH AND T, HCM,
 NF1420'23002, 1976, AZI MARK, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1420'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND LEVEL.  IT HAS AN
 NF1420'UNDERGROUND MARK, A 2 INCH BRONZE DISK STAMPED HCM, FA, AZI, MARK,
 NF1420'ROW, 23002, 42 INCHES BELOW THE GROUND LEVEL.  IT IS 7.0 FEET
 NF1420'NORTH OF A WOVEN WIRE FENCE, 123.0 FEET SOUTH OF THE NORTH BOUND
 NF1420'I-69 CENTERLINE AND 5.0 FEET NORTH OF A STEEL WITNESS POST.
 NF1420
 NF1420                          STATION RECOVERY (2001)
 NF1420
 NF1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1420'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1422 ***********************************************************************
 NF1422  DESIGNATION -  23003
 NF1422  PID         -  NF1422
 NF1422  STATE/COUNTY-  MI/EATON
 NF1422  USGS QUAD   -  OLIVET (1980)
 NF1422
 NF1422                         *CURRENT SURVEY CONTROL
 NF1422  ___________________________________________________________________
 NF1422* NAD 83(1994)-  42 28 32.04609(N)    084 53 09.94250(W)     ADJUSTED  
 NF1422* NAVD 88     -       269.0    (meters)     883.     (feet)  VERTCON   
 NF1422  ___________________________________________________________________
 NF1422  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 NF1422  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NF1422
 NF1422  HORZ ORDER  -  SECOND
 NF1422
 NF1422.The horizontal coordinates were established by classical geodetic methods
 NF1422.and adjusted by the National Geodetic Survey in February 1997..
 NF1422
 NF1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1422
 NF1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1422
 NF1422.The geoid height was determined by GEOID03.
 NF1422
 NF1422;                    North         East     Units Scale Factor Converg.
 NF1422;SPC MI S     -   108,495.472 3,957,290.039   MT  0.99993226   -0 21 12.6
 NF1422;SPC MI S     -   355,956.27 12,983,235.04   iFT  0.99993226   -0 21 12.6
 NF1422;UTM  16      - 4,704,745.310   673,762.530   MT  0.99997150   +1 25 40.2
 NF1422
 NF1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1422!SPC MI S     -   0.99996314  x   0.99993226  =   0.99989540
 NF1422!UTM  16      -   0.99996314  x   0.99997150  =   0.99993464
 NF1422
 NF1422|---------------------------------------------------------------------|
 NF1422| PID    Reference Object                     Distance      Geod. Az  |
 NF1422|                                                           dddmmss.s |
 NF1422| CG9532 23003 RM 1                            6.013 METERS 01631     |
 NF1422| NF1420 23002 AZ MK MIDOT 1976              APPROX. 2.0 KM 2292809.5 |
 NF1422| CG9533 23003 RM 2                            6.362 METERS 27004     |
 NF1422|---------------------------------------------------------------------|
 NF1422
 NF1422                          SUPERSEDED SURVEY CONTROL
 NF1422
 NF1422  NAD 83(1986)-  42 28 32.04475(N)    084 53 09.95946(W) AD(       ) 2
 NF1422  NAD 27      -  42 28 31.90860(N)    084 53 10.00218(W) AD(       ) 2
 NF1422  NGVD 29 (07/19/86)  269.1    (m)          883.     (f) VERT ANG       
 NF1422
 NF1422.Superseded values are not recommended for survey control.
 NF1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1422.See file dsdata.txt to determine how the superseded data were derived.
 NF1422
 NF1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7376304745(NAD 83)
 NF1422_MARKER: DD = SURVEY DISK
 NF1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1422_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1422
 NF1422  HISTORY     - Date     Condition        Report By
 NF1422  HISTORY     - 1976     MONUMENTED       MIDH
 NF1422  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1422
 NF1422                          STATION DESCRIPTION
 NF1422
 NF1422'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1422'THE STATION IS ABOUT 3 MILES NORTHEAST OF OLIVET, 5-1/2 MILES
 NF1422'SOUTHWEST OF CHARLOTTE, IT IS ON A FAIRLY HIGH RIDGE IN THE MEDIAN
 NF1422'BETWEEN NORTH BOUND AND SOUTH BOUND I-69 IN THE NORTH 1/2 OF
 NF1422'SECTION 15 OF WALTON TOWNSHIP (T1N,R5W).
 NF1422'
 NF1422'TO REACH THE STATION FROM THE I-69 INTERCHANGE WITH COCHRAN ROAD
 NF1422'SOUTH OF CHARLOTTE, GO SOUTHWESTERLY ON SOUTHBOUND I-69 3.9 MILES
 NF1422'TO THE STATION ON THE LEFT.
 NF1422'
 NF1422'STATION MARK IS A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1422'MICHIGAN-HCM-23003-1976 THE SURFACE MARK IS SET IN THE TOP OF A 12
 NF1422'INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 NF1422'GROUND SURFACE.  IT IS 92.0 FEET SOUTHEAST OF SOUTH BOUND I-69,
 NF1422'AND 100.0 FEET NORTHWEST OF THE CENTER OF NORTHBOUND I-69.  THE
 NF1422'UNDERGROUND MARK, A 2 INCH BRONZE DISK STAMPED HCM-FA-ROW-23003
 NF1422'IS SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE
 NF1422'GROUND SURFACE.
 NF1422'
 NF1422'REFERENCE MARK 1, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1422'MICHIGAN-HCM-23003-1976 - RM 1, IS SET IN THE TOP OF A 12 INCH
 NF1422'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 NF1422'IS 78.5 FEET SOUTHEAST OF THE CENTER OF SOUTHBOUND I-69 AND 11
 NF1422'3.5 FEET NORTHWEST OF THE CENTER OF NORTHBOUND I-69.
 NF1422'
 NF1422'REFERENCE MARK 2, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1422'MICHIGAN-HCM-23003-1976 - RM 2 IS SET IN THE TOP OF A 12 INCH
 NF1422'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE
 NF1422'GROUND SURFACE.  IT IS 80.0 FEET SOUTHEAST OF THE CENTER OF
 NF1422'SOUTHBOUND I-69 AND 11 2.0 FEET NORTHWEST OF NORTH BOUND I-69
 NF1422'CENTERLINE.
 NF1422'
 NF1422'A SEPARATE AZIMUTH MARK IS NOT NEEDED AS THE AZIMUTH MARK FOR 23002
 NF1422'IS VISIBLE FROM THIS STATION.
 NF1422'
 NF1422'NEAREST TOWN--OLIVET.
 NF1422'
 NF1422'HEIGHT OF LIGHT ABOVE STATION MARK 1.50 METERS.
 NF1422
 NF1422                          STATION RECOVERY (2001)
 NF1422
 NF1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1422'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1570 ***********************************************************************
 NF1570  DESIGNATION -  23004
 NF1570  PID         -  NF1570
 NF1570  STATE/COUNTY-  MI/EATON
 NF1570  USGS QUAD   -  CHARLOTTE (1980)
 NF1570
 NF1570                         *CURRENT SURVEY CONTROL
 NF1570  ___________________________________________________________________
 NF1570* NAD 83(1994)-  42 34 57.96233(N)    084 48 23.16027(W)     ADJUSTED  
 NF1570* NAVD 88     -       279.96   (+/-2cm)     918.5    (feet)  VERTCON   
 NF1570  ___________________________________________________________________
 NF1570  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 NF1570  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1570
 NF1570  HORZ ORDER  -  SECOND
 NF1570  VERT ORDER  -  THIRD ? (See Below)
 NF1570
 NF1570.The horizontal coordinates were established by classical geodetic methods
 NF1570.and adjusted by the National Geodetic Survey in February 1997..
 NF1570
 NF1570.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1570.The vertical order pertains to the NGVD 29 superseded value.
 NF1570
 NF1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1570
 NF1570.The geoid height was determined by GEOID03.
 NF1570
 NF1570;                    North         East     Units Scale Factor Converg.
 NF1570;SPC MI S     -   120,365.160 3,963,902.347   MT  0.99992072   -0 17 57.4
 NF1570;SPC MI S     -   394,898.82 13,004,928.96   iFT  0.99992072   -0 17 57.4
 NF1570;UTM  16      - 4,716,815.656   680,002.769   MT  0.99999865   +1 29 04.9
 NF1570
 NF1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1570!SPC MI S     -   0.99996142  x   0.99992072  =   0.99988215
 NF1570!UTM  16      -   0.99996142  x   0.99999865  =   0.99996007
 NF1570
 NF1570|---------------------------------------------------------------------|
 NF1570| PID    Reference Object                     Distance      Geod. Az  |
 NF1570|                                                           dddmmss.s |
 NF1570| CG9535 23004 RM 1                           16.547 METERS 02221     |
 NF1570| CG9534 23004 AZ MK                                        2300409.1 |
 NF1570| NF1573 CHARLOTTE CO CTHSE DOME             APPROX. 3.2 KM 2303717.4 |
 NF1570| NF1574 CHARLOTTE MUN TANK                  APPROX. 2.9 KM 2424343.1 |
 NF1570| NF1571 23004 MIDOT RM 2 1976                 9.428 METERS 24508     |
 NF1570|---------------------------------------------------------------------|
 NF1570
 NF1570                          SUPERSEDED SURVEY CONTROL
 NF1570
 NF1570  NAD 83(1986)-  42 34 57.96102(N)    084 48 23.17729(W) AD(       ) 2
 NF1570  NAD 27      -  42 34 57.82725(N)    084 48 23.22734(W) AD(       ) 2
 NF1570  NGVD 29 (07/19/86)  280.08   (m)          918.9    (f) LEVELING    3  
 NF1570
 NF1570.Superseded values are not recommended for survey control.
 NF1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1570.See file dsdata.txt to determine how the superseded data were derived.
 NF1570
 NF1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8000316816(NAD 83)
 NF1570_MARKER: DD = SURVEY DISK
 NF1570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1570_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1570
 NF1570  HISTORY     - Date     Condition        Report By
 NF1570  HISTORY     - 1976     MONUMENTED       MIDH
 NF1570
 NF1570                          STATION DESCRIPTION
 NF1570
 NF1570'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1570'THE STATION IS 2 MILES NORTHEAST OF CHARLOTTE AND ABOUT 4-1/2 MILES
 NF1570'SOUTHWEST OF POTTERVILLE.  IT IS IN THE SOUTHEAST 1/4 OF SECTION
 NF1570'5 OF EATON TWP. T2N, R4W.
 NF1570'
 NF1570'TO REACH THE STATION FROM THE EATON COUNTY COURTHOUSE IN CHARLOTTE,
 NF1570'GO EAST, THEN NORTHEAST ON I-69 BUSINESS LOOP, THEN TURN LEFT ON
 NF1570'TEMPORARY I-69 A TOTAL DISTANCE OF 2.1 MILES TO THE STATION ON THE
 NF1570'RIGHT.
 NF1570'
 NF1570'STATION MARKS ARE 3-1/2 INCH BRONZE DISKS STAMPED STATE OF
 NF1570'MICHIGAN-MDSH AND T HCM-23004-1976.  THE SURFACE MARK IS SET IN
 NF1570'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1570'ABOUT 1 INCH ABOVE THE GROUND SURFACE.  IT IS 53.5 FEET SOUTHEAST
 NF1570'OF THE CENTER OF NORTH BOUND TEMPORARY I-69, 14.0 FEET SOUTHEAST
 NF1570'OF THE CENTER OF A MANHOLE, AND 2.0 FEET NORTH OF THE WITNESS
 NF1570'POST.  THE UNDER GROUND MARK, A 2 INCH BRONZE DISK STAMPED
 NF1570'23004-FA-HCM-ROW-1976, IS SET IN THE TOP OF A MASS OF
 NF1570'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1570'
 NF1570'REFERENCE MARK 1, A BRONZE DISK 3-1/2 INCHES IN DIAMETER STAMPED
 NF1570'STATE OF MICHIGAN-HCM-23004-RM 1-1976, IS SET FLUSH IN THE TOP OF
 NF1570'A CONCRETE HEADWALL.  IT IS 45 FEET NORTH OF A FIREHYDRANT, 35 FEET
 NF1570'NORTHWEST OF A LIGHTPOST AND 33 FEET SOUTHEAST OF THE CENTER OF
 NF1570'NORTHBOUND TEMPORARY I-69.
 NF1570'
 NF1570'REFERENCE MARK 2, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1570'MICHIGAN-HCM-23004-RM 2-1976, IS SET IN THE TOP OF A 12 INCH
 NF1570'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1570'47 FEET NORTHWEST OF A FIREHYDRANT AND 44 FEET SOUTHEAST OF THE
 NF1570'CENTER OF NORTHBOUND TEMPORARY I-69.
 NF1570'
 NF1570'THE AZIMUTH MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1570'MICHIGAN-HCM-23004-1976-AZI MARK, IS SET IN THE TOP OF A 12 INCH
 NF1570'CYLINDRICAL MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET
 NF1570'SOUTHEAST OF THE CENTER OF NORTHBOUND TEMPORARY I-69 AND 3.5 FEET
 NF1570'NORTHWEST OF A WOVEN WIRE FENCE AND 3.0 FEET NORTH WEST OF THE
 NF1570'WITNESS POST.  THE UNDERGROUND MARK, A 2 INCH BRONZE DISK
 NF1570'STAMPED 23004-1976-FA-ROW-AZI MARK, IS SET IN THE TOP OF A MASS
 NF1570'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1570'
 NF1570'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.55 MILE SOUTHWEST
 NF1570'ON TEMPORARY I-69 TO THE MARK ON THE LEFT.
 NF1570'
 NF1570'NEAREST TOWN--CHARLOTTE.
 NF1570'
 NF1570'HEIGHT OF LIGHT ABOVE STATION MARK 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1571 ***********************************************************************
 NF1571  DESIGNATION -  23004 MIDOT RM 2 1976
 NF1571  PID         -  NF1571
 NF1571  STATE/COUNTY-  MI/EATON
 NF1571  USGS QUAD   -  CHARLOTTE (1980)
 NF1571
 NF1571                         *CURRENT SURVEY CONTROL
 NF1571  ___________________________________________________________________
 NF1571* NAD 83(1994)-  42 34 57.83389(N)    084 48 23.53541(W)     ADJUSTED  
 NF1571* NAVD 88     -       280.0    (meters)     919.     (feet)  VERTCON   
 NF1571  ___________________________________________________________________
 NF1571  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 NF1571  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1571
 NF1571  HORZ ORDER  -  SECOND
 NF1571
 NF1571.The horizontal coordinates were established by classical geodetic methods
 NF1571.and adjusted by the National Geodetic Survey in February 1997..
 NF1571
 NF1571.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1571
 NF1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1571
 NF1571.The geoid height was determined by GEOID03.
 NF1571
 NF1571;                    North         East     Units Scale Factor Converg.
 NF1571;SPC MI S     -   120,361.242 3,963,893.773   MT  0.99992072   -0 17 57.6
 NF1571;SPC MI S     -   394,885.96 13,004,900.83   iFT  0.99992072   -0 17 57.6
 NF1571;UTM  16      - 4,716,811.473   679,994.320   MT  0.99999861   +1 29 04.6
 NF1571
 NF1571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1571!SPC MI S     -   0.99996142  x   0.99992072  =   0.99988214
 NF1571!UTM  16      -   0.99996142  x   0.99999861  =   0.99996003
 NF1571
 NF1571|---------------------------------------------------------------------|
 NF1571| PID    Reference Object                     Distance      Geod. Az  |
 NF1571|                                                           dddmmss.s |
 NF1571| NF1570 23004                                 9.428 METERS 06508     |
 NF1571| NF1572 BATTLE                              APPROX. 7.6 KM 1991813.5 |
 NF1571|---------------------------------------------------------------------|
 NF1571
 NF1571                          SUPERSEDED SURVEY CONTROL
 NF1571
 NF1571  NAD 83(1986)-  42 34 57.83258(N)    084 48 23.55243(W) AD(       ) 2
 NF1571  NAD 27      -  42 34 57.69884(N)    084 48 23.60239(W) AD(       ) 2
 NF1571  NGVD 29 (07/19/86)  280.1    (m)          919.     (f) VERT ANG       
 NF1571
 NF1571.Superseded values are not recommended for survey control.
 NF1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1571.See file dsdata.txt to determine how the superseded data were derived.
 NF1571
 NF1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7999416811(NAD 83)
 NF1571_MARKER: DD = SURVEY DISK
 NF1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1571+STABILITY: SURFACE MOTION
 NF1571
 NF1571  HISTORY     - Date     Condition        Report By
 NF1571  HISTORY     - 1976     MONUMENTED       MIDH
 NF1571
 NF1571                          STATION DESCRIPTION
 NF1571
 NF1571'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1571'STATION MARK, A 3-1/2 INCH BRONZE DISK STAMPED STATE OF
 NF1571'MICHIGAN-HCM-23004-RM 2-1976, IS SET IN THE TOP OF A 12 INCH
 NF1571'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1571'47 FEET NORTHWEST OF A FIRE HYDRANT AND 44 FEET SOUTHEAST OF THE
 NF1571'CENTER OF NORTH BOUND TEMPORARY I-69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1544 ***********************************************************************
 NF1544  DESIGNATION -  23005
 NF1544  PID         -  NF1544
 NF1544  STATE/COUNTY-  MI/EATON
 NF1544  USGS QUAD   -  NEEDMORE (1980)
 NF1544
 NF1544                         *CURRENT SURVEY CONTROL
 NF1544  ___________________________________________________________________
 NF1544* NAD 83(1994)-  42 40 45.29900(N)    084 49 04.04501(W)     ADJUSTED  
 NF1544* NAVD 88     -       282.34   (+/-2cm)     926.3    (feet)  VERTCON   
 NF1544  ___________________________________________________________________
 NF1544  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 NF1544  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NF1544
 NF1544  HORZ ORDER  -  SECOND
 NF1544  VERT ORDER  -  THIRD ? (See Below)
 NF1544
 NF1544.The horizontal coordinates were established by classical geodetic methods
 NF1544.and adjusted by the National Geodetic Survey in February 1997..
 NF1544
 NF1544.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1544.The vertical order pertains to the NGVD 29 superseded value.
 NF1544
 NF1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1544
 NF1544.The geoid height was determined by GEOID03.
 NF1544
 NF1544;                    North         East     Units Scale Factor Converg.
 NF1544;SPC MI S     -   131,086.848 3,963,027.566   MT  0.99991330   -0 18 25.2
 NF1544;SPC MI S     -   430,074.96 13,002,058.94   iFT  0.99991330   -0 18 25.2
 NF1544;UTM  16      - 4,727,505.732   678,794.284   MT  0.99999331   +1 28 46.9
 NF1544
 NF1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1544!SPC MI S     -   0.99996104  x   0.99991330  =   0.99987434
 NF1544!UTM  16      -   0.99996104  x   0.99999331  =   0.99995435
 NF1544
 NF1544|---------------------------------------------------------------------|
 NF1544| PID    Reference Object                     Distance      Geod. Az  |
 NF1544|                                                           dddmmss.s |
 NF1544| CG9538 23005 RM 1                           18.909 METERS 04618     |
 NF1544| NF1562 23005 AZ MK                         APPROX. 1.6 KM 0745940.3 |
 NF1544| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 9.8 KM 1123820.7 |
 NF1544| CG9539 23005 RM 2                           19.600 METERS 13425     |
 NF1544|---------------------------------------------------------------------|
 NF1544
 NF1544                          SUPERSEDED SURVEY CONTROL
 NF1544
 NF1544  NAD 83(1986)-  42 40 45.29733(N)    084 49 04.06279(W) AD(       ) 2
 NF1544  NAD 27      -  42 40 45.17065(N)    084 49 04.10612(W) AD(       ) 2
 NF1544  NGVD 29 (07/19/86)  282.46   (m)          926.7    (f) LEVELING    3  
 NF1544
 NF1544.Superseded values are not recommended for survey control.
 NF1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1544.See file dsdata.txt to determine how the superseded data were derived.
 NF1544
 NF1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7879427506(NAD 83)
 NF1544_MARKER: DD = SURVEY DISK
 NF1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1544_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1544
 NF1544  HISTORY     - Date     Condition        Report By
 NF1544  HISTORY     - 1976     MONUMENTED       MIDH
 NF1544  HISTORY     - 19961103 GOOD             USPSQD
 NF1544
 NF1544                          STATION DESCRIPTION
 NF1544
 NF1544'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1544'THE STATION IS IN EATON COUNTY, BENTON TOWNSHIP, T3N, R4W, NE1/4
 NF1544'SECTION 6, ON BENTON ROAD.
 NF1544'
 NF1544'TO REACH THE STATION FROM EATON COUNTY COURTHOUSE IN CHARLOTTE GO
 NF1544'NORTHEAST ON I-69 BUSINESS LOOP TO TEMP-I-69.  TRAVEL NORTHEAST
 NF1544'ON I-69 TO PACKARD ROAD TURN LEFT AND GO WEST ON PACKARD ROAD FOR
 NF1544'0.9 MILES TO BENTON ROAD TURN RIGHT AND GO NORTH ON BENTON ROAD
 NF1544'FOR 7.2 MILES TO STATION ON THE LEFT.
 NF1544'
 NF1544'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED 23005 1976,
 NF1544'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1544'MONUMENT THAT PROJECTS 6 INCHES ABOVE GROUND SURFACE.  IT IS 4
 NF1544'FEET SOUTH OF POWER POLE, 33 FEET WEST OF CENTER LINE BENTON
 NF1544'ROAD, AND 2 FEET SOUTH OF WITNESS POST.
 NF1544'
 NF1544'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1544'23005 1976, ROW.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1544'48 INCHES BELOW THE GROUND SURFACE.
 NF1544'
 NF1544'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED 23005 R.M. 1,
 NF1544'1976, MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1544'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 13 FEET
 NF1544'EAST OF CENTER LINE BENTON ROAD, 60 FEET NORTHEAST OF POWER POLE.
 NF1544'
 NF1544'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED 23005 R.M. 2,
 NF1544'1976, MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1544'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 13
 NF1544'FEET EAST OF CENTER LINE BENTON ROAD, 68 FEET SOUTHEAST OF POWER
 NF1544'POLE.
 NF1544'
 NF1544'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON BENTON ROAD
 NF1544'0.3 MILES TO NEEDMORE ROAD TURN RIGHT AND GO EAST 0.9 MILES ON
 NF1544'NEEDMORE ROAD TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 NF1544'
 NF1544'THE AZIMUTH MARK IS A 3-1/2 INCH BRASS DISK STAMPED 23005 AZIMUTH
 NF1544'MARK 1976 MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1544'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 23.5
 NF1544'FEET NORTH OF CENTER LINE OF NEEDMORE ROAD, 89 FEET NORTHEAST OF
 NF1544'POWER POLE, AND 3 FEET WEST OF WITNESS POST.
 NF1544'
 NF1544'NEAREST TOWN--POTTERVILLE.
 NF1544'
 NF1544'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 NF1544
 NF1544                          STATION RECOVERY (1996)
 NF1544
 NF1544'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1551 ***********************************************************************
 NF1551  DESIGNATION -  23006
 NF1551  PID         -  NF1551
 NF1551  STATE/COUNTY-  MI/EATON
 NF1551  USGS QUAD   -  NEEDMORE (1980)
 NF1551
 NF1551                         *CURRENT SURVEY CONTROL
 NF1551  ___________________________________________________________________
 NF1551* NAD 83(1994)-  42 37 32.16332(N)    084 51 50.41485(W)     ADJUSTED  
 NF1551* NAVD 88     -       284.6    (meters)     934.     (feet)  VERTCON   
 NF1551  ___________________________________________________________________
 NF1551  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 NF1551  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1551
 NF1551  HORZ ORDER  -  SECOND
 NF1551
 NF1551.The horizontal coordinates were established by classical geodetic methods
 NF1551.and adjusted by the National Geodetic Survey in February 1997..
 NF1551
 NF1551.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1551
 NF1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1551
 NF1551.The geoid height was determined by GEOID03.
 NF1551
 NF1551;                    North         East     Units Scale Factor Converg.
 NF1551;SPC MI S     -   125,149.163 3,959,204.890   MT  0.99991708   -0 20 18.4
 NF1551;SPC MI S     -   410,594.37 12,989,517.36   iFT  0.99991708   -0 20 18.4
 NF1551;UTM  16      - 4,721,451.366   675,158.267   MT  0.99997748   +1 26 48.7
 NF1551
 NF1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1551!SPC MI S     -   0.99996070  x   0.99991708  =   0.99987778
 NF1551!UTM  16      -   0.99996070  x   0.99997748  =   0.99993818
 NF1551
 NF1551|---------------------------------------------------------------------|
 NF1551| PID    Reference Object                     Distance      Geod. Az  |
 NF1551|                                                           dddmmss.s |
 NF1551| CG9541 23006 RM 1                            9.205 METERS 21542     |
 NF1551| NF1550 23006 MIDOT A PT 1976                 5.136 METERS 23106     |
 NF1551| CG9542 23006 RM 2                           14.635 METERS 29355     |
 NF1551| CG9540 23006 AZ MK                                        3145943.5 |
 NF1551|---------------------------------------------------------------------|
 NF1551
 NF1551                          SUPERSEDED SURVEY CONTROL
 NF1551
 NF1551  NAD 83(1986)-  42 37 32.16153(N)    084 51 50.43233(W) AD(       ) 2
 NF1551  NAD 27      -  42 37 32.03024(N)    084 51 50.47057(W) AD(       ) 2
 NF1551  NGVD 29 (07/19/86)  284.7    (m)          934.     (f) VERT ANG       
 NF1551
 NF1551.Superseded values are not recommended for survey control.
 NF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1551.See file dsdata.txt to determine how the superseded data were derived.
 NF1551
 NF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7515821451(NAD 83)
 NF1551_MARKER: DD = SURVEY DISK
 NF1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1551
 NF1551  HISTORY     - Date     Condition        Report By
 NF1551  HISTORY     - 1976     MONUMENTED       MIDH
 NF1551  HISTORY     - 19961103 GOOD             USPSQD
 NF1551
 NF1551                          STATION DESCRIPTION
 NF1551
 NF1551'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1551'THE STATION IS ABOUT 6-1/2 MILES WEST OF POTTERVILLE, 4-1/2 MILES
 NF1551'NORTH NORTH WEST OF CHARLOTTE.  IN EATON COUNTY, CHESTER TOWNSHIP,
 NF1551'T3N, R5W, NE1/4 SECTION 26.  IN THE SW QUADRANT OF M-50 AND
 NF1551'VERMONTVILLE ROAD ON STATE RIGHT OF WAY.
 NF1551'
 NF1551'TO REACH THE STATION FROM THE WEST VILLAGE LIMITS OF POTTERVILLE.
 NF1551'DRIVE WEST ON VERMONTVILLE ROAD 6.2 MILES TO INTERSECTION WITH
 NF1551'M-50.  STATION IS ON THE LEFT AS DESCRIBED.
 NF1551'
 NF1551'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON M-50
 NF1551'0.7 MILES TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1551'
 NF1551'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED
 NF1551'MDSH AND T-HCM-23006-1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1551'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1551'IS 86.7 FEET NORTH OF END FENCE POST, 38.5 FEET EAST OF WOVEN WIRE
 NF1551'FENCE, 38 FEET WEST OF CENTER LINE M-50, AND 3.4 FEET NORTH OF
 NF1551'WITNESS POST.
 NF1551'
 NF1551'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, RCW,
 NF1551'23006 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1551'INCHES BELOW THE GROUND SURFACE.
 NF1551'
 NF1551'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED R.M. 1,
 NF1551'MDSH AND T, 23006, HCM, 1976.  SET IN THE TOP OF A 12 INCH
 NF1551'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1551'IT IS 2 FEET EAST OF WOVEN WIRE FENCE, 82.5 FEET NORTHWEST OF END
 NF1551'FENCE POST, AND 74 FEET WEST OF CENTER LINE M-50.
 NF1551'
 NF1551'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED R.M. 2,
 NF1551'MDSH AND T, 23006, HCM, 1976.  SET IN THE TOP OF A 12 INCH
 NF1551'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1551'IT IS 63.2 FEET WEST OF CENTER LINE M-50, 30.3 FEET EAST OF WOVEN
 NF1551'WIRE FENCE, 63.5 FEET SOUTH OF M-50 SIGN.
 NF1551'
 NF1551'THE AZIMUTH MARK IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE
 NF1551'MARK-AZIMUTH MARK, 23006 1976, MDSH AND T.  SET IN THE TOP OF A
 NF1551'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 NF1551'SURFACE.  IT IS 103 FEET SOUTHEAST OF POWER POLE, 43.8 FEET EAST
 NF1551'OF CENTER LINE M-50, AND 2 FEET SOUTH OF WITNESS POST.
 NF1551'
 NF1551'THE UNDERGROUND MARK IS A 2 INCH DISK, SET IN AN IRREGULAR MASS OF
 NF1551'CONCRETE 48 INCHES BELOW THE GROUND SURFACE AND STAMPED
 NF1551'HCM-FA-AZI MARK-ROW-23006.
 NF1551'
 NF1551'NEAREST TOWN--VERMONTVILLE.
 NF1551'
 NF1551'HEIGHT OF LIGHT ABOVE STATION MARK 1.43 METERS.
 NF1551
 NF1551                          STATION RECOVERY (1996)
 NF1551
 NF1551'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1521 ***********************************************************************
 NF1521  DESIGNATION -  23007
 NF1521  PID         -  NF1521
 NF1521  STATE/COUNTY-  MI/EATON
 NF1521  USGS QUAD   -  DIMONDALE (1973)
 NF1521
 NF1521                         *CURRENT SURVEY CONTROL
 NF1521  ___________________________________________________________________
 NF1521* NAD 83(1994)-  42 42 10.26709(N)    084 44 22.90823(W)     ADJUSTED  
 NF1521* NAVD 88     -       270.3    (meters)     887.     (feet)  VERTCON   
 NF1521  ___________________________________________________________________
 NF1521  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 NF1521  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NF1521
 NF1521  HORZ ORDER  -  SECOND
 NF1521
 NF1521.The horizontal coordinates were established by classical geodetic methods
 NF1521.and adjusted by the National Geodetic Survey in February 1997..
 NF1521
 NF1521.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1521
 NF1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1521
 NF1521.The geoid height was determined by GEOID03.
 NF1521
 NF1521;                    North         East     Units Scale Factor Converg.
 NF1521;SPC MI S     -   133,677.164 3,969,439.396   MT  0.99991191   -0 15 13.9
 NF1521;SPC MI S     -   438,573.37 13,023,095.13   iFT  0.99991191   -0 15 13.9
 NF1521;UTM  16      - 4,730,294.994   685,122.821   MT  1.00002164   +1 32 00.1
 NF1521
 NF1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1521!SPC MI S     -   0.99996292  x   0.99991191  =   0.99987483
 NF1521!UTM  16      -   0.99996292  x   1.00002164  =   0.99998456
 NF1521
 NF1521|---------------------------------------------------------------------|
 NF1521| PID    Reference Object                     Distance      Geod. Az  |
 NF1521|                                                           dddmmss.s |
 NF1521| CG9544 23007 RM 1                            5.111 METERS 00438     |
 NF1521| CG9543 23007 AZ MK                                        1781611.5 |
 NF1521| CG9545 23007 RM 2                            7.886 METERS 18213     |
 NF1521|---------------------------------------------------------------------|
 NF1521
 NF1521                          SUPERSEDED SURVEY CONTROL
 NF1521
 NF1521  NAD 83(1986)-  42 42 10.26534(N)    084 44 22.92608(W) AD(       ) 2
 NF1521  NAD 27      -  42 42 10.13739(N)    084 44 22.97793(W) AD(       ) 2
 NF1521  NGVD 29 (07/19/86)  270.4    (m)          887.     (f) VERT ANG       
 NF1521
 NF1521.Superseded values are not recommended for survey control.
 NF1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1521.See file dsdata.txt to determine how the superseded data were derived.
 NF1521
 NF1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8512330295(NAD 83)
 NF1521_MARKER: DD = SURVEY DISK
 NF1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1521
 NF1521  HISTORY     - Date     Condition        Report By
 NF1521  HISTORY     - 1976     MONUMENTED       MIDH
 NF1521  HISTORY     - 19961103 GOOD             USPSQD
 NF1521
 NF1521                          STATION DESCRIPTION
 NF1521
 NF1521'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1521'THE STATION IS 3-1/2 MILES SOUTH OF GRAND LEDGE ON M-100, 5 MILES
 NF1521'NORTH OF POTTERVILLE ON M-100 IN EATON COUNTY, ONEIDA TOWNSHIP,
 NF1521'T4N, R4W, SE1/4 SECTION 26 ON STATE RIGHT OF WAY.
 NF1521'
 NF1521'TO REACH THE STATION FROM THE INTERSECTION OF M-43 AND M-100 IN
 NF1521'GRAND LEDGE, GO SOUTH ON M-100 2.7 MILES TO THE STATION ON THE
 NF1521'RIGHT AS DESCRIBED.
 NF1521'
 NF1521'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON M-100
 NF1521'0.35 MILES TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1521'
 NF1521'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED 23007 1976,
 NF1521'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1521'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS 28
 NF1521'FEET WEST OF CENTER LINE HARTEL ROAD (M-100), 38.6 FEET SOUTHWEST
 NF1521'OF MAILBOX, 62 FEET NORTHWEST OF 23 INCH MAPLE, AND 3 FEET
 NF1521'NORTHEAST OF WITNESS POST.
 NF1521'
 NF1521'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1521'23007.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1521'BELOW THE GROUND SURFACE.
 NF1521'
 NF1521'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1521'HCM, 23007 1976, R.M. 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1521'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1521'IT IS 28 FEET WEST OF CENTER LINE HARTEL ROAD (M-100), 22 FEET
 NF1521'SOUTHWEST OF MAILBOX, AND 8 FEET SOUTH OF CENTER LINE FIELD
 NF1521'DRIVE.
 NF1521'
 NF1521'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1521'T, HCM, 23007 1976, R.M. 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1521'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 28 FEET
 NF1521'WEST OF CENTER LINE HARTEL ROAD (M-100), 53 FEET WEST OF 28 INCH
 NF1521'MAPLE, AND 64 FEET SOUTH SOUTHWEST OF MAILBOX.
 NF1521'
 NF1521'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1521'T, HCM, 23007 1976, AZIMUTH MARK.  SET IN THE TOP OF A 12 INCH
 NF1521'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND
 NF1521'SURFACE.  IT IS 26 FEET EAST OF CENTER LINE HARTEL ROAD (M-100),
 NF1521'14 FEET NORTHWEST OF TELEPHONE POLE, 84 FEET NORTH NORTHWEST OF
 NF1521'21 INCH MAPLE, AND 4 FEET NORTHWEST OF WITNESS POST.
 NF1521'
 NF1521'NEAREST TOWN--GRAND LEDGE.
 NF1521'
 NF1521'HEIGHT OF LIGHT ABOVE STATION MARK 1.45 METERS.
 NF1521
 NF1521                          STATION RECOVERY (1996)
 NF1521
 NF1521'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1515 ***********************************************************************
 NF1515  DESIGNATION -  23008
 NF1515  PID         -  NF1515
 NF1515  STATE/COUNTY-  MI/EATON
 NF1515  USGS QUAD   -  EATON RAPIDS (1973)
 NF1515
 NF1515                         *CURRENT SURVEY CONTROL
 NF1515  ___________________________________________________________________
 NF1515* NAD 83(1994)-  42 31 45.89550(N)    084 42 29.60735(W)     ADJUSTED  
 NF1515* NAVD 88     -       285.9    (meters)     938.     (feet)  VERTCON   
 NF1515  ___________________________________________________________________
 NF1515  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 NF1515  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1515
 NF1515  HORZ ORDER  -  SECOND
 NF1515
 NF1515.The horizontal coordinates were established by classical geodetic methods
 NF1515.and adjusted by the National Geodetic Survey in February 1997..
 NF1515
 NF1515.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1515
 NF1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1515
 NF1515.The geoid height was determined by GEOID03.
 NF1515
 NF1515;                    North         East     Units Scale Factor Converg.
 NF1515;SPC MI S     -   114,401.711 3,971,939.619   MT  0.99992603   -0 13 56.8
 NF1515;SPC MI S     -   375,333.70 13,031,297.96   iFT  0.99992603   -0 13 56.8
 NF1515;UTM  16      - 4,711,104.635   688,222.471   MT  1.00003590   +1 32 58.6
 NF1515
 NF1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1515!SPC MI S     -   0.99996050  x   0.99992603  =   0.99988653
 NF1515!UTM  16      -   0.99996050  x   1.00003590  =   0.99999639
 NF1515
 NF1515|---------------------------------------------------------------------|
 NF1515| PID    Reference Object                     Distance      Geod. Az  |
 NF1515|                                                           dddmmss.s |
 NF1515| NF1516 23008 MIDOT RM 1 1976                 9.709 METERS 12315     |
 NF1515| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.14.8 KM 1304546.3 |
 NF1515| CG9546 23008 AZ MK                                        2932305.7 |
 NF1515| CG9547 23008 RM 2                            8.167 METERS 30325     |
 NF1515|---------------------------------------------------------------------|
 NF1515
 NF1515                          SUPERSEDED SURVEY CONTROL
 NF1515
 NF1515  NAD 83(1986)-  42 31 45.89462(N)    084 42 29.62552(W) AD(       ) 2
 NF1515  NAD 27      -  42 31 45.76134(N)    084 42 29.68515(W) AD(       ) 2
 NF1515  NGVD 29 (07/19/86)  286.0    (m)          938.     (f) VERT ANG       
 NF1515
 NF1515.Superseded values are not recommended for survey control.
 NF1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1515.See file dsdata.txt to determine how the superseded data were derived.
 NF1515
 NF1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8822211105(NAD 83)
 NF1515_MARKER: DD = SURVEY DISK
 NF1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1515_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1515+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 NF1515
 NF1515  HISTORY     - Date     Condition        Report By
 NF1515  HISTORY     - 1976     MONUMENTED       MIDH
 NF1515  HISTORY     - 19961103 GOOD             USPSQD
 NF1515  HISTORY     - 20020913 GOOD             GEOCAC
 NF1515
 NF1515                          STATION DESCRIPTION
 NF1515
 NF1515'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1515'THE STATION IS 3-1/2 MILES NORTHWEST OF EATON RAPIDS ON M-50,
 NF1515'7 MILES EAST SOUTHEAST OF CHARLOTTE ON M-50 IN EATON COUNTY, EATON
 NF1515'RAPIDS TOWNSHIP, T2N, R3W, NW1/4 SECTION 30, ON STATE RIGHT OF
 NF1515'WAY.
 NF1515'
 NF1515'TO REACH THE STATION FROM THE WEST CITY LIMITS OF EATON RAPIDS, GO
 NF1515'WEST NORTHWEST ON M-50 2.15 MILES TO STATION ON THE RIGHT AS
 NF1515'DESCRIBED.
 NF1515'
 NF1515'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST NORTHWEST ON
 NF1515'M-50 0.3 MILES TO AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1515'
 NF1515'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED 23008 1976,
 NF1515'MDST AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1515'MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT IS
 NF1515'142 FEET SOUTHEAST OF 19 INCH HICKORY, 36.4 FEET NORTH OF CENTER
 NF1515'LINE M-50, 5.5 FEET SOUTHEAST OF WITNESS POST, AND 7.1 FEET
 NF1515'SOUTHEAST OF 5 INCH ELM.
 NF1515'
 NF1515'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1515'23008.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1515'BELOW THE GROUND SURFACE.
 NF1515'
 NF1515'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1515'T, HCM, 23008 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1515'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 NF1515'IT IS 35.7 FEET NORTH OF CENTER LINE M-50, AND 33.2 FEET SOUTHEAST
 NF1515'OF 5 INCH ELM.
 NF1515'
 NF1515'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1515'T, HCM, 23008 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1515'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.
 NF1515'IT IS 114 FEET SOUTHEAST OF 19 INCH HICKORY, AND 34 FEET NORTH OF
 NF1515'CENTER LINE M-50.
 NF1515'
 NF1515'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1515'T, HCM, 23008 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1515'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1515'IT IS 42 FEET NORTH OF CENTER LINE M-50, 37 FEET EAST OF CENTER
 NF1515'LINE GRAVEL DRIVE, 18 FEET NORTH NORTHEAST OF MAILBOX, AND 2.5
 NF1515'FEET SOUTH OF WITNESS POST.
 NF1515'
 NF1515'NEAREST TOWN--EATON RAPIDS.
 NF1515'
 NF1515'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1515
 NF1515                          STATION RECOVERY (1996)
 NF1515
 NF1515'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1515'RECOVERED IN GOOD CONDITION.
 NF1515
 NF1515                          STATION RECOVERY (2002)
 NF1515
 NF1515'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1516 ***********************************************************************
 NF1516  DESIGNATION -  23008 MIDOT RM 1 1976
 NF1516  PID         -  NF1516
 NF1516  STATE/COUNTY-  MI/EATON
 NF1516  USGS QUAD   -  EATON RAPIDS (1973)
 NF1516
 NF1516                         *CURRENT SURVEY CONTROL
 NF1516  ___________________________________________________________________
 NF1516* NAD 83(1994)-  42 31 45.72299(N)    084 42 29.25157(W)     ADJUSTED  
 NF1516* NAVD 88     -       285.7    (meters)     937.     (feet)  VERTCON   
 NF1516  ___________________________________________________________________
 NF1516  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 NF1516  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1516
 NF1516  HORZ ORDER  -  SECOND
 NF1516
 NF1516.The horizontal coordinates were established by classical geodetic methods
 NF1516.and adjusted by the National Geodetic Survey in February 1997..
 NF1516
 NF1516.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1516
 NF1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1516
 NF1516.The geoid height was determined by GEOID03.
 NF1516
 NF1516;                    North         East     Units Scale Factor Converg.
 NF1516;SPC MI S     -   114,396.356 3,971,947.717   MT  0.99992604   -0 13 56.5
 NF1516;SPC MI S     -   375,316.13 13,031,324.53   iFT  0.99992604   -0 13 56.5
 NF1516;UTM  16      - 4,711,099.533   688,230.732   MT  1.00003594   +1 32 58.9
 NF1516
 NF1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1516!SPC MI S     -   0.99996053  x   0.99992604  =   0.99988657
 NF1516!UTM  16      -   0.99996053  x   1.00003594  =   0.99999647
 NF1516
 NF1516:                Primary Azimuth Mark                     Grid Az
 NF1516:SPC MI S     -  WILSON                                   096 35 41.0
 NF1516:UTM  16      -  WILSON                                   094 48 45.6
 NF1516
 NF1516|---------------------------------------------------------------------|
 NF1516| PID    Reference Object                     Distance      Geod. Az  |
 NF1516|                                                           dddmmss.s |
 NF1516| NF1514 WILSON                              APPROX. 2.4 KM 0962144.5 |
 NF1516| NF1515 23008                                 9.709 METERS 30315     |
 NF1516|---------------------------------------------------------------------|
 NF1516
 NF1516                          SUPERSEDED SURVEY CONTROL
 NF1516
 NF1516  NAD 83(1986)-  42 31 45.72211(N)    084 42 29.26975(W) AD(       ) 2
 NF1516  NAD 27      -  42 31 45.58883(N)    084 42 29.32939(W) AD(       ) 2
 NF1516  NGVD 29 (07/19/86)  285.8    (m)          938.     (f) VERT ANG       
 NF1516
 NF1516.Superseded values are not recommended for survey control.
 NF1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1516.See file dsdata.txt to determine how the superseded data were derived.
 NF1516
 NF1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8823111100(NAD 83)
 NF1516_MARKER: DD = SURVEY DISK
 NF1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1516+STABILITY: SURFACE MOTION
 NF1516
 NF1516  HISTORY     - Date     Condition        Report By
 NF1516  HISTORY     - 1976     MONUMENTED       MIDH
 NF1516
 NF1516                          STATION DESCRIPTION
 NF1516
 NF1516'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1516'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1516'HCM, 23008 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1516'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF1516'IT IS 35.7 FEET NORTH OF CENTER LINE OF M-50 AND 33.2 FEET
 NF1516'SOUTHEAST OF 5 INCH ELM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1511 ***********************************************************************
 NF1511  DESIGNATION -  23009
 NF1511  PID         -  NF1511
 NF1511  STATE/COUNTY-  MI/EATON
 NF1511  USGS QUAD   -  EATON RAPIDS (1973)
 NF1511
 NF1511                         *CURRENT SURVEY CONTROL
 NF1511  ___________________________________________________________________
 NF1511* NAD 83(1994)-  42 32 17.85236(N)    084 38 08.31655(W)     ADJUSTED  
 NF1511* NAVD 88     -       278.1    (meters)     912.     (feet)  VERTCON   
 NF1511  ___________________________________________________________________
 NF1511  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 NF1511  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1511
 NF1511  HORZ ORDER  -  SECOND
 NF1511
 NF1511.The horizontal coordinates were established by classical geodetic methods
 NF1511.and adjusted by the National Geodetic Survey in February 1997..
 NF1511
 NF1511.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1511
 NF1511.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1511
 NF1511.The geoid height was determined by GEOID03.
 NF1511
 NF1511;                    North         East     Units Scale Factor Converg.
 NF1511;SPC MI S     -   115,366.092 3,977,905.560   MT  0.99992509   -0 10 59.0
 NF1511;SPC MI S     -   378,497.68 13,050,871.26   iFT  0.99992509   -0 10 59.0
 NF1511;UTM  16      - 4,712,254.219   694,156.273   MT  1.00006382   +1 35 56.4
 NF1511
 NF1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1511!SPC MI S     -   0.99996172  x   0.99992509  =   0.99988681
 NF1511!UTM  16      -   0.99996172  x   1.00006382  =   1.00002553
 NF1511
 NF1511|---------------------------------------------------------------------|
 NF1511| PID    Reference Object                     Distance      Geod. Az  |
 NF1511|                                                           dddmmss.s |
 NF1511| CG9549 23009 RM 1                            8.651 METERS 09117     |
 NF1511| NF1513 EATON RAPIDS HORNER MILLS STK       APPROX. 3.1 KM 2112751.9 |
 NF1511| CG9550 23009 RM 2                           10.815 METERS 26859     |
 NF1511| CG9548 23009 AZ MK                                        2725228.4 |
 NF1511| NF1510 23009 MIDOT A PT 1976                19.228 METERS 30025     |
 NF1511|---------------------------------------------------------------------|
 NF1511
 NF1511                          SUPERSEDED SURVEY CONTROL
 NF1511
 NF1511  NAD 83(1986)-  42 32 17.85151(N)    084 38 08.33480(W) AD(       ) 2
 NF1511  NAD 27      -  42 32 17.71808(N)    084 38 08.40283(W) AD(       ) 2
 NF1511  NGVD 29 (07/19/86)  278.2    (m)          913.     (f) VERT ANG       
 NF1511
 NF1511.Superseded values are not recommended for survey control.
 NF1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1511.See file dsdata.txt to determine how the superseded data were derived.
 NF1511
 NF1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9415612254(NAD 83)
 NF1511_MARKER: DD = SURVEY DISK
 NF1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1511_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1511
 NF1511  HISTORY     - Date     Condition        Report By
 NF1511  HISTORY     - 1976     MONUMENTED       MIDH
 NF1511  HISTORY     - 19961103 POOR             USPSQD
 NF1511  HISTORY     - 20020913 POOR             GEOCAC
 NF1511
 NF1511                          STATION DESCRIPTION
 NF1511
 NF1511'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1511'THE STATION IS ABOUT 2 MILES NORTH NORTHEAST OF EATON RAPIDS IN
 NF1511'EATON COUNTY, EATON RAPIDS TOWNSHIP, T2N, R3W, NW1/4 SECTION 26
 NF1511'ON COUNTY ROAD RIGHT OF WAY.
 NF1511'
 NF1511'TO REACH THE STATION FROM THE NORTH CITY LIMITS OF EATON RAPIDS AND
 NF1511'M-99, GO NORTH ON M-99 1.2 MILES TO PETRIEVILLE HIGHWAY, THEN TURN
 NF1511'LEFT AND GO WEST ON PETRIEVILLE HIGHWAY 0.1 MILES TO THE STATION
 NF1511'ON THE LEFT AS DESCRIBED.
 NF1511'
 NF1511'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON PETRIEVILLE
 NF1511'HIGHWAY 0.3 MILES TO SMITH ROAD, THEN TURN RIGHT AND GO NORTH 65
 NF1511'FEET TO AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1511'
 NF1511'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED 23009 1976,
 NF1511'MDSH AND T, HCM.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1511'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 21 FEET SOUTH
 NF1511'OF CENTER LINE PETRIEVILLE HIGHWAY, 97 FEET WEST NORTHWEST OF
 NF1511'POWER POLE, 2 FEET NORTH NORTHWEST OF WITNESS POST, AND 28 FEET
 NF1511'EAST SOUTHEAST OF 5 INCH ELM.
 NF1511'
 NF1511'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1511'ROW, 23009.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1511'INCHES BELOW THE GROUND SURFACE.
 NF1511'
 NF1511'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND
 NF1511'T, REFERENCE MARK 1, HCM, 23009 1976.  SET IN THE TOP OF A 12 INCH
 NF1511'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1511'SURFACE.  IT IS 21 FEET SOUTH OF CENTER LINE PETRIEVILLE HIGHWAY,
 NF1511'AND 69 FEET WEST NORTHWEST OF POWER POLE.
 NF1511'
 NF1511'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1511'HCM, 23009 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1511'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1511'IS 21 FEET SOUTH OF CENTER LINE OF PETRIEVILLE HIGHWAT, AND 8.2
 NF1511'FEET SOUTHWEST OF 5 INCH ELM.
 NF1511'
 NF1511'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1511'T, HCM, 23009 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1511'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND
 NF1511'SURFACE.  IT IS 65 FEET NORTH OF CENTER LINE PETRIEVILLE HIGHWAY,
 NF1511'19 FEET WEST OF CENTER LINE SMITH ROAD, 26 FEET SOUTH OF
 NF1511'TELEPHONE PEDESTAL, AND 2 FEET NORTHEAST OF WITNESS POST.
 NF1511'
 NF1511'NEAREST TOWN--EATON RAPIDS.
 NF1511'
 NF1511'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 NF1511
 NF1511                          STATION RECOVERY (1996)
 NF1511
 NF1511'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1511'MARK RECOVERED IN POOR CONDITION.
 NF1511
 NF1511                          STATION RECOVERY (2002)
 NF1511
 NF1511'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1511'DIFFICULT TO READ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1545 ***********************************************************************
 NF1545  DESIGNATION -  23010
 NF1545  PID         -  NF1545
 NF1545  STATE/COUNTY-  MI/EATON
 NF1545  USGS QUAD   -  NEEDMORE (1980)
 NF1545
 NF1545                         *CURRENT SURVEY CONTROL
 NF1545  ___________________________________________________________________
 NF1545* NAD 83(1994)-  42 38 25.82022(N)    084 48 09.23631(W)     ADJUSTED  
 NF1545* NAVD 88     -       283.2    (meters)     929.     (feet)  VERTCON   
 NF1545  ___________________________________________________________________
 NF1545  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 NF1545  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1545
 NF1545  HORZ ORDER  -  SECOND
 NF1545
 NF1545.The horizontal coordinates were established by classical geodetic methods
 NF1545.and adjusted by the National Geodetic Survey in February 1997..
 NF1545
 NF1545.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1545
 NF1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1545
 NF1545.The geoid height was determined by GEOID03.
 NF1545
 NF1545;                    North         East     Units Scale Factor Converg.
 NF1545;SPC MI S     -   126,776.768 3,964,253.029   MT  0.99991594   -0 17 47.9
 NF1545;SPC MI S     -   415,934.28 13,006,079.49   iFT  0.99991594   -0 17 47.9
 NF1545;UTM  16      - 4,723,235.594   680,153.603   MT  0.99999931   +1 29 20.2
 NF1545
 NF1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1545!SPC MI S     -   0.99996091  x   0.99991594  =   0.99987686
 NF1545!UTM  16      -   0.99996091  x   0.99999931  =   0.99996022
 NF1545
 NF1545:                Primary Azimuth Mark                     Grid Az
 NF1545:SPC MI S     -  23010 MIDH AZIMUTH MARK                  032 29 09.8
 NF1545:UTM  16      -  23010 MIDH AZIMUTH MARK                  030 42 01.7
 NF1545
 NF1545|---------------------------------------------------------------------|
 NF1545| PID    Reference Object                     Distance      Geod. Az  |
 NF1545|                                                           dddmmss.s |
 NF1545| NF1560 23010 MIDH AZIMUTH MARK             APPROX. 0.7 KM 0321121.9 |
 NF1545| CG9551 23010 RM 1                            8.792 METERS 08520     |
 NF1545| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 7.8 KM 0860903.9 |
 NF1545| NF1556 23042                               415.844 METERS 0921300.4 |
 NF1545| CH0559 23010 RM 2                           13.393 METERS 17659     |
 NF1545|---------------------------------------------------------------------|
 NF1545
 NF1545                          SUPERSEDED SURVEY CONTROL
 NF1545
 NF1545  NAD 83(1986)-  42 38 25.81865(N)    084 48 09.25402(W) AD(       ) 2
 NF1545  NAD 27      -  42 38 25.69094(N)    084 48 09.30107(W) AD(       ) 2
 NF1545  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 NF1545
 NF1545.Superseded values are not recommended for survey control.
 NF1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1545.See file dsdata.txt to determine how the superseded data were derived.
 NF1545
 NF1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8015423236(NAD 83)
 NF1545_MARKER: DD = SURVEY DISK
 NF1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1545_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1545
 NF1545  HISTORY     - Date     Condition        Report By
 NF1545  HISTORY     - 1976     MONUMENTED       MIDH
 NF1545  HISTORY     - 1978     GOOD             MIDH
 NF1545  HISTORY     - 19961103 GOOD             USPSQD
 NF1545
 NF1545                          STATION DESCRIPTION
 NF1545
 NF1545'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1545'THE STATION IS APPROXIMATELY 3-1/2 MILES WEST-NORTHWEST OF
 NF1545'POTTERVILLE AND 5-1/2 MILES NORTH-NORTHEAST OF CHARLOTTE (BOTH
 NF1545'STRAIGHT LINE MEASUREMENTS).  IT IS NEAR THE SOUTH LINE OF THE
 NF1545'SOUTHEAST QUARTER OF SECTION 17, T 3 N, R 4 W, BENTON TWP, EATON
 NF1545'CO.
 NF1545'
 NF1545'TO REACH THE STATION FROM THE INTERSECTION OF US-27 AND M-100, GO
 NF1545'NORTH ON M-100 1.1 MILES TO GRESHAM HWY..  THEN GO WEST ON GRESHAM
 NF1545'3.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1545'
 NF1545'TO REACH THE AZIMUTH FROM THE STATION, GO EAST ON GRESHAM HWY. 0.2
 NF1545'MILES TO OTTO RD..  THEN GO NORTH ON OTTO RD. 0.4 MILES TO THE
 NF1545'AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1545'
 NF1545'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T, HCM
 NF1545'23010, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1545'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25.6 FEET
 NF1545'NORTH OF THE CENTERLINE OF GRESHAM HWY, 48.4 FEET NORTH OF A 4 FOOT
 NF1545'WOVEN WIRE FENCE, AND 3.0 FEET SOUTH OF A STEEL WITNESS POST.
 NF1545'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1545'23010 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 NF1545'BELOW THE GROUND SURFACE.
 NF1545'
 NF1545'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1545'REFERENCE MARK 1, HCM, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1545'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF1545'IT IS 27.0 FEET NORTH OF THE CENTERLINE OF GRESHAM HWY., AND 49.6
 NF1545'FEET NORTH OF A WOVEN WIRE FENCE.
 NF1545'
 NF1545'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1545'HCM, 23010, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1545'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF1545'IT IS 6.0 FEET NORTH OF A 4 FOOT WOVEN WIRE FENCE, AND 18.3 FEET
 NF1545'SOUTH OF THE CENTERLINE OF GRESHAM HWY.
 NF1545'
 NF1545'THE AZIMUTH MARK IS A 3-1/2 ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1545'23010, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1545'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1545'IT IS 44.8 FEET NORTHWEST OF THE SOUTH END OF A 12 INCH
 NF1545'CORRUGATED METAL PIPE, 61.0 WEST OF THE CENTERLINE OF OTTO RD.,
 NF1545'AND 3.5 FEET NORTH-NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1545'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, AZI MARK,
 NF1545'ROW, 23010 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 NF1545'42 INCHES BELOW THE GROUND SURFACE.
 NF1545'
 NF1545'NEAREST TOWN--POTTERVILLE.
 NF1545'
 NF1545'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
 NF1545
 NF1545                          STATION RECOVERY (1978)
 NF1545
 NF1545'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1545'STATION IS LOCATED 3.3 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1545'AND 6.3 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS IN
 NF1545'SECTION 17, T 3 N, R 4 W, BENTON TWP., EATON CO..
 NF1545'
 NF1545'TO REACH STATION FROM THE INTERSECTION OF M-100, A STATE HIGHWAY, AND
 NF1545'GRESHAM HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON
 NF1545'GRESHAM HWY. 3.05 MILES TO OTTO RD.  TURN RIGHT ON OTTO ROAD AND GO
 NF1545'NORTH 0.37 MILES TO STATION ON LEFT AS DESCRIBED.
 NF1545'
 NF1545'STATION IS A STANDARD ALUMINUM MIDOT AZIMUTH DISK STAMPED---23010
 NF1545'AZIMUTH - 1976---SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1545'MONUMENT FLUSH WITH GROUND SURFACE.  MARK IS LOCATED 333.8 FEET
 NF1545'SOUTHWEST OF MIDH 23041 1978, 68.1 FEET EAST OF A 6 INCH ELM, 49.7
 NF1545'FEET WEST OF THE WEST EDGE OF METAL OF OTTO ROAD, 8.0 FEET NORTH OF
 NF1545'THE NORTH EDGE OF A CULTIVATED FIELD, AND 1.0 FEET SOUTHWEST OF METAL
 NF1545'WITNESS POST.  STATION IS IN A CLEARING OF BRUSH LINE TO THE WEST OF
 NF1545'OTTO ROAD.
 NF1545'
 NF1545'THERE IS NO REFERENCE MARK AS STATION WAS ORIGINALLY THE AZIMUTH MARK
 NF1545'OF MIDOT STATION 23010 - 1976.  NOW BECAUSE OF ITS LOCATION IT IS
 NF1545'BEING USED AS A REGULAR STATION.
 NF1545'
 NF1545'NO NEW AZIMUTH WAS SET BECAUSE MIDOT 23010 - 1976, MIDH 23041 - 1978,
 NF1545'AND MIDH 23042 - 1978 ARE VISIBLE FROM GROUND LEVEL.
 NF1545
 NF1545                          STATION RECOVERY (1996)
 NF1545
 NF1545'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1595 ***********************************************************************
 NF1595  DESIGNATION -  23011
 NF1595  PID         -  NF1595
 NF1595  STATE/COUNTY-  MI/EATON
 NF1595  USGS QUAD   -  PORTLAND SOUTH (1978)
 NF1595
 NF1595                         *CURRENT SURVEY CONTROL
 NF1595  ___________________________________________________________________
 NF1595* NAD 83(1994)-  42 45 20.88413(N)    084 56 14.93280(W)     ADJUSTED  
 NF1595* NAVD 88     -       262.6    (meters)     862.     (feet)  VERTCON   
 NF1595  ___________________________________________________________________
 NF1595  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 NF1595  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1595
 NF1595  HORZ ORDER  -  SECOND
 NF1595
 NF1595.The horizontal coordinates were established by classical geodetic methods
 NF1595.and adjusted by the National Geodetic Survey in February 1997..
 NF1595
 NF1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1595
 NF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1595
 NF1595.The geoid height was determined by GEOID03.
 NF1595
 NF1595;                    North         East     Units Scale Factor Converg.
 NF1595;SPC MI S     -   139,649.317 3,953,275.911   MT  0.99990941   -0 23 18.4
 NF1595;SPC MI S     -   458,167.05 12,970,065.32   iFT  0.99990941   -0 23 18.4
 NF1595;UTM  16      - 4,735,760.291   668,779.630   MT  0.99995047   +1 24 01.9
 NF1595
 NF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1595!SPC MI S     -   0.99996414  x   0.99990941  =   0.99987355
 NF1595!UTM  16      -   0.99996414  x   0.99995047  =   0.99991461
 NF1595
 NF1595|---------------------------------------------------------------------|
 NF1595| PID    Reference Object                     Distance      Geod. Az  |
 NF1595|                                                           dddmmss.s |
 NF1595| CH0561 23011 RM 1                            9.819 METERS 09038     |
 NF1595| CH0560 23011 AZ MK                                        2682818.6 |
 NF1595| CH0562 23011 RM 2                           11.050 METERS 26936     |
 NF1595| NF1594 23011 MIDOT A PT 1976                 4.519 METERS 29346     |
 NF1595|---------------------------------------------------------------------|
 NF1595
 NF1595                          SUPERSEDED SURVEY CONTROL
 NF1595
 NF1595  NAD 83(1986)-  42 45 20.88190(N)    084 56 14.94977(W) AD(       ) 2
 NF1595  NAD 27      -  42 45 20.75658(N)    084 56 14.97365(W) AD(       ) 2
 NF1595  NGVD 29 (07/19/86)  262.7    (m)          862.     (f) VERT ANG       
 NF1595
 NF1595.Superseded values are not recommended for survey control.
 NF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1595.See file dsdata.txt to determine how the superseded data were derived.
 NF1595
 NF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6878035760(NAD 83)
 NF1595_MARKER: DD = SURVEY DISK
 NF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1595_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1595
 NF1595  HISTORY     - Date     Condition        Report By
 NF1595  HISTORY     - 1976     MONUMENTED       MIDH
 NF1595
 NF1595                          STATION DESCRIPTION
 NF1595
 NF1595'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1595'THE STATION IS ABOUT 9 MILES WEST OF THE WEST CITY LIMITS OF GRAND
 NF1595'LEDGE, 3 MILES EAST OF SUNFIELD ON M-43 IN EATON COUNTY, TOXAND
 NF1595'TOWNSHIP, T4N, R5W, SE1/4 SECTION 6 ON STATE RIGHT OF WAY.
 NF1595'
 NF1595'TO REACH THE STATION FROM THE WEST CITY LIMITS OF MULLIKEN, GO WEST
 NF1595'ON M-43 1.6 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1595'
 NF1595'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON M-43 0.65
 NF1595'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1595'
 NF1595'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1595'CONTROL MARK, 23011, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1595'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1595'IT IS 60 FEET NORTH OF CENTER LINE M-43, 8 FEET SOUTH OF WOVEN WIRE
 NF1595'FENCE, AND 5.4 FEET SOUTHEAST OF WITNESS POST.
 NF1595'
 NF1595'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1595'23011.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1595'BELOW GROUND SURFACE.
 NF1595'
 NF1595'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1595'HCM, 23011 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1595'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 60 FEET
 NF1595'NORTH OF CENTER LINE M-43, AND 8 FEET SOUTH OF WOVEN WIRE FENCE.
 NF1595'
 NF1595'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1595'HCM, 23011 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1595'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 60 FEET
 NF1595'NORTH OF CENTER LINE M-43, AND 8 FEET SOUTH OF WOVEN WIRE FENCE.
 NF1595'
 NF1595'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1595'HCM, 23011 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1595'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  THE
 NF1595'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, AZI MARK,
 NF1595'ROW, 23011.  SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1595'CONCRETE 48 INCHES BELOW GROUND SURFACE.  THE AZIMUTH MARK IS
 NF1595'33.5 FEET SOUTH OF CENTER LINE M-43, 25 FEET EAST OF CENTER LINE
 NF1595'GRAVEL DRIVE, 42.5 SOUTHEAST OF MAILBOX, AND 3 FEET NORTH OF
 NF1595'WITNESS POST.
 NF1595'
 NF1595'NEAREST TOWN--MULLIKEN.
 NF1595'
 NF1595'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1394 ***********************************************************************
 NF1394  DESIGNATION -  23012
 NF1394  PID         -  NF1394
 NF1394  STATE/COUNTY-  MI/EATON
 NF1394  USGS QUAD   -  ONONDAGA (1981)
 NF1394
 NF1394                         *CURRENT SURVEY CONTROL
 NF1394  ___________________________________________________________________
 NF1394* NAD 83(1994)-  42 25 28.14115(N)    084 36 36.71350(W)     ADJUSTED  
 NF1394* NAVD 88     -       289.0    (meters)     948.     (feet)  VERTCON   
 NF1394  ___________________________________________________________________
 NF1394  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 NF1394  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NF1394
 NF1394  HORZ ORDER  -  SECOND
 NF1394
 NF1394.The horizontal coordinates were established by classical geodetic methods
 NF1394.and adjusted by the National Geodetic Survey in February 1997..
 NF1394
 NF1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1394
 NF1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1394
 NF1394.The geoid height was determined by GEOID03.
 NF1394
 NF1394;                    North         East     Units Scale Factor Converg.
 NF1394;SPC MI S     -   102,718.479 3,979,959.129   MT  0.99993898   -0 09 56.6
 NF1394;SPC MI S     -   337,002.88 13,057,608.69   iFT  0.99993898   -0 09 56.6
 NF1394;UTM  16      - 4,699,674.772   696,602.103   MT  1.00007559   +1 36 45.8
 NF1394
 NF1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1394!SPC MI S     -   0.99996002  x   0.99993898  =   0.99989900
 NF1394!UTM  16      -   0.99996002  x   1.00007559  =   1.00003560
 NF1394
 NF1394:                Primary Azimuth Mark                     Grid Az
 NF1394:SPC MI S     -  ONONDAGA TV STA WMSB WILX MAST           057 10 46.1
 NF1394:UTM  16      -  ONONDAGA TV STA WMSB WILX MAST           055 24 03.7
 NF1394
 NF1394|---------------------------------------------------------------------|
 NF1394| PID    Reference Object                     Distance      Geod. Az  |
 NF1394|                                                           dddmmss.s |
 NF1394| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX. 3.7 KM 0570049.5 |
 NF1394| CH0564 23012 RM 1                            7.445 METERS 17840     |
 NF1394| CH0563 23012 AZ MK                                        1805302.2 |
 NF1394| NF1393 23012 MIDOT A PT 1976                14.427 METERS 23050     |
 NF1394| CH0565 23012 RM 2                           11.292 METERS 26836     |
 NF1394|---------------------------------------------------------------------|
 NF1394
 NF1394                          SUPERSEDED SURVEY CONTROL
 NF1394
 NF1394  NAD 83(1986)-  42 25 28.14092(N)    084 36 36.73278(W) AD(       ) 2
 NF1394  NAD 27      -  42 25 28.00348(N)    084 36 36.80866(W) AD(       ) 2
 NF1394  NGVD 29 (07/19/86)  289.1    (m)          948.     (f) VERT ANG       
 NF1394
 NF1394.Superseded values are not recommended for survey control.
 NF1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1394.See file dsdata.txt to determine how the superseded data were derived.
 NF1394
 NF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9660299675(NAD 83)
 NF1394_MARKER: DD = SURVEY DISK
 NF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1394_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1394
 NF1394  HISTORY     - Date     Condition        Report By
 NF1394  HISTORY     - 1976     MONUMENTED       MIDH
 NF1394
 NF1394                          STATION DESCRIPTION
 NF1394
 NF1394'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1394'THE STATION IS APPROXIMATELY 5-1/2 MILES NORTHEAST OF SPRINGPORT AND
 NF1394'6-1/2 MILES SOUTH-SOUTHEAST OF EATON RAPIDS.  IT IS NEAR THE CENTER
 NF1394'OF THE SOUTH HALF OF SECTION 36, T 1 N, R 3 W, THIS BEING HAMLIN
 NF1394'TWP. OF EATON CO.
 NF1394'
 NF1394'TO REACH THE STATION FROM THE INTERSECTION OF M-50 AND M-99 (SOUTH
 NF1394'OF EATON RAPIDS) GO EAST ON M-50 2.3 MILES TO FULLER RD..  THEN GO
 NF1394'NORTH ON FULLER RD. 0.6 MILES TO THE STATION ON THE RIGHT AS
 NF1394'DESCRIBED.
 NF1394'
 NF1394'TO REACH THE AZIMUTH MARK FROM THE STATION, GO 0.6 MILES SOUTH ALONG
 NF1394'FULLER RD TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHEAST QUADRANT
 NF1394'OF FULLER RD. AND M-50 AS DESCRIBED.
 NF1394'
 NF1394'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1394'HORIZONTAL CONTROL MARK, 23012, 1976 SET IN THE TOP OF A 12 INCH
 NF1394'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 NF1394'THE GROUND SURFACE.  IT IS 16.0 FEET EAST OF THE CENTERLINE OF
 NF1394'FULLER RD., 46.5 FEET SOUTH-SOUTHWEST OF A 26 INCH OAK TREE,
 NF1394'70.0 FEET NORTH OF A 22 INCH OAK TREE, AND 4.0 FEET
 NF1394'SOUTH-SOUTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A
 NF1394'2 INCH BRASS DISK STAMPED HCM, FA, ROW, 23012 SET IN THE TOP OF
 NF1394'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1394'SURFACE.
 NF1394'
 NF1394'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1394'HCM, 23012, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1394'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1394'IT IS 16.0 FEET EAST OF THE CENTERLINE OF FULLER RD., 45.0 FEET
 NF1394'NORTH OF A 22 INCH OAK TREE, 39.4 FEET EAST OF A 1 STRAND BARBED
 NF1394'WIRE FENCE.
 NF1394'
 NF1394'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1394'HCM, 23012, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1394'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1394'IT IS 22.0 FEET WEST OF THE CENTERLINE OF FULLER RD., 64.0 FEET
 NF1394'SOUTHWEST OF A 26 INCH OAK TREE, AND 2.0 FEET EAST OF A 1 STRAND
 NF1394'BARBED WIRE FENCE.
 NF1394'
 NF1394'THE AZIMUTH MARK IS A 3-1/2 ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1394'23012, 1976, AZI MARK SET IN A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1394'THAT PROJECTS 2 INCHES.  IT IS 51.5 FEET NORTH OF THE CENTERLINE OF
 NF1394'M-50, 23.5 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 31.0 FEET
 NF1394'WEST OF THE CENTERLINE OF FULLER RD., AND 4.0 FEET NORTHEAST OF A
 NF1394'STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1394'STAMPED HCM, FA, AZI MARK, ROW 23012 SET IN THE TOP OF AN
 NF1394'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1394'SURFACE.
 NF1394'
 NF1394'NEAREST TOWN--SPRINGPORT.
 NF1394'
 NF1394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1520 ***********************************************************************
 NF1520  DESIGNATION -  23013
 NF1520  PID         -  NF1520
 NF1520  STATE/COUNTY-  MI/EATON
 NF1520  USGS QUAD   -  EATON RAPIDS (1973)
 NF1520
 NF1520                         *CURRENT SURVEY CONTROL
 NF1520  ___________________________________________________________________
 NF1520* NAD 83(1994)-  42 37 23.99545(N)    084 44 20.84633(W)     ADJUSTED  
 NF1520* NAVD 88     -       277.0    (meters)     909.     (feet)  VERTCON   
 NF1520  ___________________________________________________________________
 NF1520  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 NF1520  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1520
 NF1520  HORZ ORDER  -  SECOND
 NF1520
 NF1520.The horizontal coordinates were established by classical geodetic methods
 NF1520.and adjusted by the National Geodetic Survey in February 1997..
 NF1520
 NF1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1520
 NF1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1520
 NF1520.The geoid height was determined by GEOID03.
 NF1520
 NF1520;                    North         East     Units Scale Factor Converg.
 NF1520;SPC MI S     -   124,844.237 3,969,447.243   MT  0.99991725   -0 15 12.5
 NF1520;SPC MI S     -   409,593.95 13,023,120.88   iFT  0.99991725   -0 15 12.5
 NF1520;UTM  16      - 4,721,465.651   685,405.998   MT  1.00002294   +1 31 53.2
 NF1520
 NF1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1520!SPC MI S     -   0.99996188  x   0.99991725  =   0.99987914
 NF1520!UTM  16      -   0.99996188  x   1.00002294  =   0.99998482
 NF1520
 NF1520:                Primary Azimuth Mark                     Grid Az
 NF1520:SPC MI S     -  POTTERVILLE BELL MICROWAVE               047 15 23.5
 NF1520:UTM  16      -  POTTERVILLE BELL MICROWAVE               045 28 17.8
 NF1520
 NF1520|---------------------------------------------------------------------|
 NF1520| PID    Reference Object                     Distance      Geod. Az  |
 NF1520|                                                           dddmmss.s |
 NF1520| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 3.6 KM 0470011.0 |
 NF1520| NF1519 23013 MIDOT A PT 1976                 5.126 METERS 09654     |
 NF1520| CH0567 23013 RM 1                            5.165 METERS 11802     |
 NF1520| CH0568 23013 RM 2                           16.513 METERS 20751     |
 NF1520| CH0566 23013 AZ MK                                        2303757.4 |
 NF1520|---------------------------------------------------------------------|
 NF1520
 NF1520                          SUPERSEDED SURVEY CONTROL
 NF1520
 NF1520  NAD 83(1986)-  42 37 23.99398(N)    084 44 20.86424(W) AD(       ) 2
 NF1520  NAD 27      -  42 37 23.86496(N)    084 44 20.91967(W) AD(       ) 2
 NF1520  NGVD 29 (07/19/86)  277.1    (m)          909.     (f) VERT ANG       
 NF1520
 NF1520.Superseded values are not recommended for survey control.
 NF1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1520.See file dsdata.txt to determine how the superseded data were derived.
 NF1520
 NF1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8540621466(NAD 83)
 NF1520_MARKER: DD = SURVEY DISK
 NF1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1520
 NF1520  HISTORY     - Date     Condition        Report By
 NF1520  HISTORY     - 1976     MONUMENTED       MIDH
 NF1520
 NF1520                          STATION DESCRIPTION
 NF1520
 NF1520'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1520'THE STATION IS NEAR THE SOUTH EDGE OF POTTERVILLE.  IT IS NEAR THE
 NF1520'EAST LINE OF THE NORTHEAST QUARTER OF SECTION 26, T 3 N, R 4 W,
 NF1520'BEING BENTON TWP., EATON CO.
 NF1520'
 NF1520'TO REACH THE STATION FROM THE INTERSECTION OF M-100 (HARTEL RD.) AND
 NF1520'US-27, GO TO THE SOUTHWEST QUADRANT OF SAID INTERSECTION AND FIND
 NF1520'STATION AS DESCRIBED.
 NF1520'
 NF1520'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON US-27,
 NF1520'0.3 MILES TO THE AZIMUTH MARK OF THE LEFT AS DESCRIBED.
 NF1520'
 NF1520'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T,
 NF1520'23013, 1976 THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1520'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1520'47.9 FEET SOUTH OF THE CENTERLINE OF NORTHBOUND US-27, 28.0 FEET
 NF1520'NORTH-NORTHWEST OF A TELEPHONE POLE, 6.5 FEET SOUTHWEST OF A GUY
 NF1520'POLE, AND 3.0 FEET NORTH-NORTHEAST OF A STEEL WITNESS POST.  THE
 NF1520'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1520'23013 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44
 NF1520'INCHES BELOW THE GROUND SURFACE.
 NF1520'
 NF1520'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1520'HCM, 23013, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1520'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 NF1520'SURFACE.  IT IS 14.1 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 NF1520'11.2 FEET SOUTHEAST OF A GUY POLE, AND 27.0 FEET WEST OF THE
 NF1520'CENTERLINE OF M-100.
 NF1520'
 NF1520'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1520'HCM, 23013, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1520'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 NF1520'SURFACE.  IT IS 51.0 FEET NORTHEAST OF A TELEPHONE POLE, 60.0 FEET
 NF1520'NORTH OF A WOVEN WIRE FENCE, AND 38.8 FEET WEST OF THE CENTER OF
 NF1520'A CATCH BASIN COVER.
 NF1520'
 NF1520'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1520'HCM, 23013, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1520'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1520'IT IS 33.6 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 23.2 FEET
 NF1520'NORTH-NORTHWEST OF A CORNER FENCE POST, 31.5 FEET EAST OF THE
 NF1520'CENTERLINE OF A GRAVEL DRIVE, AND 4.0 FEET WEST OF A STEEL
 NF1520'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1520'STAMPED HCM, FA, AZI MARK, ROW, 23013 SET IN THE TOP OF AN
 NF1520'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 NF1520'SURFACE.
 NF1520'
 NF1520'NEAREST TOWN--POTTERVILLE.
 NF1520'
 NF1520'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1397 ***********************************************************************
 NF1397  DESIGNATION -  23014
 NF1397  PID         -  NF1397
 NF1397  STATE/COUNTY-  MI/EATON
 NF1397  USGS QUAD   -  SPRINGPORT (1981)
 NF1397
 NF1397                         *CURRENT SURVEY CONTROL
 NF1397  ___________________________________________________________________
 NF1397* NAD 83(1994)-  42 28 15.05485(N)    084 39 35.44857(W)     ADJUSTED  
 NF1397* NAVD 88     -       286.8    (meters)     941.     (feet)  VERTCON   
 NF1397  ___________________________________________________________________
 NF1397  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 NF1397  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NF1397
 NF1397  HORZ ORDER  -  SECOND
 NF1397
 NF1397.The horizontal coordinates were established by classical geodetic methods
 NF1397.and adjusted by the National Geodetic Survey in February 1997..
 NF1397
 NF1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1397
 NF1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1397
 NF1397.The geoid height was determined by GEOID03.
 NF1397
 NF1397;                    North         East     Units Scale Factor Converg.
 NF1397;SPC MI S     -   107,881.447 3,975,891.357   MT  0.99993285   -0 11 58.3
 NF1397;SPC MI S     -   353,941.76 13,044,262.98   iFT  0.99993285   -0 11 58.3
 NF1397;UTM  16      - 4,704,709.601   692,375.438   MT  1.00005535   +1 34 50.1
 NF1397
 NF1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1397!SPC MI S     -   0.99996036  x   0.99993285  =   0.99989321
 NF1397!UTM  16      -   0.99996036  x   1.00005535  =   1.00001571
 NF1397
 NF1397|---------------------------------------------------------------------|
 NF1397| PID    Reference Object                     Distance      Geod. Az  |
 NF1397|                                                           dddmmss.s |
 NF1397| CH0570 23014 RM 1                            9.188 METERS 05004     |
 NF1397| CH0571 23014 RM 2                           10.878 METERS 13841     |
 NF1397| CH0569 23014 AZ MK                                        3433603.6 |
 NF1397|---------------------------------------------------------------------|
 NF1397
 NF1397                          SUPERSEDED SURVEY CONTROL
 NF1397
 NF1397  NAD 83(1986)-  42 28 15.05405(N)    084 39 35.46675(W) AD(       ) 2
 NF1397  NAD 27      -  42 28 14.91870(N)    084 39 35.53283(W) AD(       ) 2
 NF1397  NGVD 29 (07/19/86)  286.9    (m)          941.     (f) VERT ANG       
 NF1397
 NF1397.Superseded values are not recommended for survey control.
 NF1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1397.See file dsdata.txt to determine how the superseded data were derived.
 NF1397
 NF1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9237504710(NAD 83)
 NF1397_MARKER: DD = SURVEY DISK
 NF1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1397_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1397
 NF1397  HISTORY     - Date     Condition        Report By
 NF1397  HISTORY     - 1976     MONUMENTED       MIDH
 NF1397
 NF1397                          STATION DESCRIPTION
 NF1397
 NF1397'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1397'THE STATION IS APPROXIMATELY 3 MILES SOUTH OF EATON RAPIDS ALONG
 NF1397'M-99.  IT IS SOUTH AND WEST OF THE NORTHEAST CORNER OF THE SOUTHEAST
 NF1397'QUARTER OF SECTION 16, T 1 N, R 3 W, THIS BEING HAMLIN TWP. OF
 NF1397'EATON CO.
 NF1397'
 NF1397'TO REACH THE STATION FROM THE POST OFFICE IN EATON RAPIDS, GO SOUTH
 NF1397'ON M-99 2.4 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1397'
 NF1397'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON M-99 0.4
 NF1397'MILES TO BRADFORD HWY.  THEN GO WEST ON BRADFORD HWY. 0.1 MILE TO
 NF1397'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1397'
 NF1397'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1397'CONTROL MARK, 23014, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1397'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 1 INCH ABOVE THE
 NF1397'GROUND SURFACE.  IT IS 5.0 FEET SOUTHWEST OF A WOODEN CORNER FENCE
 NF1397'POST, 4.8 FEET EAST-NORTHEAST OF A WHITE BIRCH TREE, 54.4 FEET
 NF1397'WEST OF THE CENTERLINE OF M-99, AND 11.5 FEET NORTH OF THE
 NF1397'CENTERLINE OF A GRAVEL DRIVE.  THE UNDERGROUND MARK IS A 2 INCH
 NF1397'BRASS DISK STAMPED HCM, FA, ROW, 23014 SET IN THE TOP OF AN
 NF1397'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1397'
 NF1397'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1397'HCM, 23014, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1397'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1397'31.3 FEET WEST OF THE CENTERLINE OF M-99, 24.0 FEET NORTHEAST OF A
 NF1397'CORNER FENCE POST, AND 46.5 FEET SOUTH-SOUTHEAST OF A 20 INCH
 NF1397'MAPLE TREE.
 NF1397'
 NF1397'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1397'HCM, 23014, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1397'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1397'31.0 FEET WEST OF THE CENTERLINE OF M-99, 53.2 FEET WEST-SOUTHWEST
 NF1397'OF A MAILBOX, AND 69.1 FEET NORTHEAST OF A 20 INCH PINE TREE.
 NF1397'
 NF1397'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1397'HCM, 23014, 1976, AZI MARK, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1397'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1397'30.0 FEET SOUTH OF THE CENTERLINE OF BRADFORD HWY., 15.0 FEET
 NF1397'WEST-SOUTHWEST OF A 43 INCH MAPLE TREE, 5.5 FEET SOUTH OF A
 NF1397'STEEL WITNESS POST, AND 61.0 FEET EAST-SOUTHEAST OF A MAILBOX.
 NF1397'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1397'AZI MARK, ROW, 23014 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1397'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1397'
 NF1397'NEAREST TOWN--EATON RAPIDS.
 NF1397'
 NF1397'HEIGHT OF LIGHT ABOVE STATION MARK 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1533 ***********************************************************************
 NF1533  DESIGNATION -  23015
 NF1533  PID         -  NF1533
 NF1533  STATE/COUNTY-  MI/EATON
 NF1533  USGS QUAD   -  DIMONDALE (1973)
 NF1533
 NF1533                         *CURRENT SURVEY CONTROL
 NF1533  ___________________________________________________________________
 NF1533* NAD 83(1994)-  42 42 58.38142(N)    084 40 06.62079(W)     ADJUSTED  
 NF1533* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 NF1533  ___________________________________________________________________
 NF1533  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 NF1533  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF1533
 NF1533  HORZ ORDER  -  SECOND
 NF1533
 NF1533.The horizontal coordinates were established by classical geodetic methods
 NF1533.and adjusted by the National Geodetic Survey in February 1997..
 NF1533
 NF1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1533
 NF1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1533
 NF1533.The geoid height was determined by GEOID03.
 NF1533
 NF1533;                    North         East     Units Scale Factor Converg.
 NF1533;SPC MI S     -   135,138.337 3,975,277.031   MT  0.99991120   -0 12 19.5
 NF1533;SPC MI S     -   443,367.25 13,042,247.48   iFT  0.99991120   -0 12 19.5
 NF1533;UTM  16      - 4,731,937.736   690,912.757   MT  1.00004843   +1 34 55.5
 NF1533
 NF1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1533!SPC MI S     -   0.99996262  x   0.99991120  =   0.99987383
 NF1533!UTM  16      -   0.99996262  x   1.00004843  =   1.00001105
 NF1533
 NF1533|---------------------------------------------------------------------|
 NF1533| PID    Reference Object                     Distance      Geod. Az  |
 NF1533|                                                           dddmmss.s |
 NF1533| CH0572 23015 RM 1                           21.229 METERS 05657     |
 NF1533| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 4.0 KM 1102604.2 |
 NF1533| NF1540 MILLETT RALSTON PURINA TANK         APPROX. 3.7 KM 1211503.2 |
 NF1533| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 8.5 KM 2015932.7 |
 NF1533| NF1530 23016                               APPROX. 1.3 KM 2354456.5 |
 NF1533| CH0573 23015 RM 2                           17.877 METERS 32702     |
 NF1533|---------------------------------------------------------------------|
 NF1533
 NF1533                          SUPERSEDED SURVEY CONTROL
 NF1533
 NF1533  NAD 83(1986)-  42 42 58.38006(N)    084 40 06.63888(W) AD(       ) 2
 NF1533  NAD 27      -  42 42 58.25386(N)    084 40 06.70027(W) AD(       ) 2
 NF1533  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 NF1533
 NF1533.Superseded values are not recommended for survey control.
 NF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1533.See file dsdata.txt to determine how the superseded data were derived.
 NF1533
 NF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9091331938(NAD 83)
 NF1533_MARKER: DD = SURVEY DISK
 NF1533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1533_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1533
 NF1533  HISTORY     - Date     Condition        Report By
 NF1533  HISTORY     - 1976     MONUMENTED       MIDH
 NF1533
 NF1533                          STATION DESCRIPTION
 NF1533
 NF1533'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1533'THE STATION IS ABOUT 4 MILES WEST OF THE WEST CITY LIMITS OF
 NF1533'LANSING, ABOUT 5 MILES S NORTH OF THE CENTER OF THE VILLAGE OF
 NF1533'DIMONDALE AND ABOUT 5 MILES SOUTHEAST OF GRAND LEDGE.  IT IS IN THE
 NF1533'SOUTHEAST 1/4 OF SECTION 21 OF DELTA TWP.  (T4N, R3W).  IT IS IN
 NF1533'THE I-96 AND I-496 INTERCHANGE ON THE SOUTH SIDE OF THE RAMP FROM
 NF1533'SOUTHBOUND I-96 TO EAST BOUND I-496.
 NF1533'
 NF1533'TO REACH THE STATION FROM THE INTERSECTION OF M-43 (SAGINAW STREET)
 NF1533'AND I-96, GO SOUTHEAST ON I-96 0.8 MILE TO EASTBOUND I-496 RAMP.
 NF1533'THEN GO EASTERLY ON I-496 1.1 MILES TO THE STATION ON THE RIGHT.
 NF1533'
 NF1533'THE STATION MARK IS A 3-1/4 INCH BRASS DISC STAMPED HORIZONTAL
 NF1533'CONTROL MARK-23015-THE DIRECTOR-MDSH AND T-1976.  THE SURFACE DISC
 NF1533'IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1533'WITH THE GROUND SURFACE.  IT IS 45.2 FEET EASTSOUTHEAST OF THE
 NF1533'EAST END OF THE SOUTH BRIDGE RAIL, 3.5 FEET SOUTH OF THE GUARD
 NF1533'RAIL, 25.3 FEET SOUTH OF THE CENTER OF THE RAMP TO I496 AND 5.0
 NF1533'FEET WEST SOUTH WEST OF THE WITNESS POST.  THE UNDERGROUND MARK, A
 NF1533'2 INCH BRASS DISC STAMPED HCM-FA-ROW-23015 IS IN THE TOP OF A MASS
 NF1533'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1533'
 NF1533'REFERENCE MARK 1, A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1533'MDSH AND T-HCM-230 15-1976-R. M. 1, IS SET IN THE TOP OF A 12 INCH
 NF1533'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 NF1533'GROUND SURFACE.  IT IS 4.8 FEET NORTH OF THE GUARD RAIL, 24.8 FEET
 NF1533'NORTH OF THE CENTER OF THE I-496 RAMP, AND 82.4 FEET EAST NORTH
 NF1533'EAST OF THE EAST END OF THE GUTTER PAN ON THE NORTH SIDE OF THE
 NF1533'RAMP.
 NF1533'
 NF1533'REFERENCE MARK 2, A 3-1/2 INCH BRASS DISK STAMPED STATE OF
 NF1533'MICHIGAN-HCM-23015-1976-RM 2, IS SET FLUSH IN THE CONCRETE GUTTER
 NF1533'PAN ON THE NORTH SIDE OF THE RAMP.  IT IS 9.2 FEET WEST OF THE EAST
 NF1533'END OF THE GUTTER PAN, 2.6 FEET SOUTH OF THE GUARD RAIL, AND 14.8
 NF1533'FEET NORTH OF THE CENTER OF THE RAMP TO I-496.
 NF1533'
 NF1533'NO AZIMUTH MARK WAS SET, STATION 23016 IS VISIBLE.  STATION 23016
 NF1533'IS 1 MILE SOUTHWEST. OF 23015.  TO REACH 23016 FORM 23015, GO EAST
 NF1533'ON I-496 1.2 MILE TO CREYTS ROAD, THEN SOUTH 0.6 MILE TO MT. HOPE
 NF1533'HWY, THEN WEST 2.0 MILES TO GUNEA ROAD, THEN SOUTH 0.2 MILE TO THE
 NF1533'STATION ON THE LEFT.
 NF1533'
 NF1533'NEAREST TOWN--LANSING.
 NF1533'
 NF1533'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1530 ***********************************************************************
 NF1530  DESIGNATION -  23016
 NF1530  PID         -  NF1530
 NF1530  STATE/COUNTY-  MI/EATON
 NF1530  USGS QUAD   -  DIMONDALE (1973)
 NF1530
 NF1530                         *CURRENT SURVEY CONTROL
 NF1530  ___________________________________________________________________
 NF1530* NAD 83(1994)-  42 42 34.64860(N)    084 40 53.87814(W)     ADJUSTED  
 NF1530* NAVD 88     -       268.15   (+/-2cm)     879.8    (feet)  VERTCON   
 NF1530  ___________________________________________________________________
 NF1530  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NF1530  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1530
 NF1530  HORZ ORDER  -  SECOND
 NF1530  VERT ORDER  -  THIRD ? (See Below)
 NF1530
 NF1530.The horizontal coordinates were established by classical geodetic methods
 NF1530.and adjusted by the National Geodetic Survey in February 1997..
 NF1530
 NF1530.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1530.The vertical order pertains to the NGVD 29 superseded value.
 NF1530
 NF1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1530
 NF1530.The geoid height was determined by GEOID03.
 NF1530
 NF1530;                    North         East     Units Scale Factor Converg.
 NF1530;SPC MI S     -   134,410.009 3,974,199.090   MT  0.99991154   -0 12 51.6
 NF1530;SPC MI S     -   440,977.72 13,038,710.93   iFT  0.99991154   -0 12 51.6
 NF1530;UTM  16      - 4,731,176.038   689,857.915   MT  1.00004349   +1 34 22.7
 NF1530
 NF1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1530!SPC MI S     -   0.99996324  x   0.99991154  =   0.99987479
 NF1530!UTM  16      -   0.99996324  x   1.00004349  =   1.00000673
 NF1530
 NF1530|---------------------------------------------------------------------|
 NF1530| PID    Reference Object                     Distance      Geod. Az  |
 NF1530|                                                           dddmmss.s |
 NF1530| CH0574 23016 RM 1                            9.459 METERS 00056     |
 NF1530| NF1533 23015                               APPROX. 1.3 KM 0554424.5 |
 NF1530| NF1481 LANSING GM PARTS DIV TANK           APPROX. 5.7 KM 0860503.2 |
 NF1530| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 4.9 KM 0975225.4 |
 NF1530| CH0575 23016 RM 2                            8.034 METERS 18020     |
 NF1530| NF1527 POTTERVILLE BELL MICROWAVE          APPROX. 7.5 KM 1962523.9 |
 NF1530|---------------------------------------------------------------------|
 NF1530
 NF1530                          SUPERSEDED SURVEY CONTROL
 NF1530
 NF1530  NAD 83(1986)-  42 42 34.64718(N)    084 40 53.89624(W) AD(       ) 2
 NF1530  NAD 27      -  42 42 34.52045(N)    084 40 53.95676(W) AD(       ) 2
 NF1530  NGVD 29 (07/19/86)  268.28   (m)          880.2    (f) LEVELING    3  
 NF1530
 NF1530.Superseded values are not recommended for survey control.
 NF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1530.See file dsdata.txt to determine how the superseded data were derived.
 NF1530
 NF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8985831176(NAD 83)
 NF1530_MARKER: DD = SURVEY DISK
 NF1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1530_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1530+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 NF1530
 NF1530  HISTORY     - Date     Condition        Report By
 NF1530  HISTORY     - 1976     MONUMENTED       MIDH
 NF1530  HISTORY     - 20020830 GOOD             GEOCAC
 NF1530
 NF1530                          STATION DESCRIPTION
 NF1530
 NF1530'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1530'THE STATION IS APPROXIMATELY 4-1/2 MILES FROM GRAND LEDGE AND 7 MILES
 NF1530'FROM LANSING (BOTH STRAIGHT LINE MEASUREMENTS).  IT IS 0.3 MILES
 NF1530'SOUTH OF THE NORTHWEST CORNER OF SECTION 28, T 4 N, R 3 W, BEING
 NF1530'DELTA TWP. OF EATON COUNTY.
 NF1530'
 NF1530'TO REACH THE STATION FROM THE DELTA TWP. OFFICES AT CANAL RD. AN
 NF1530'M-43, GO SOUTH ON CANAL RD. 2.0 MILES TO MT. HOPE RD..  TURN RIGHT
 NF1530'ON MT. HOPE RD. AND GO 1.0 MILES TO GUINEA RD..  TURN LEFT ON GUINEA
 NF1530'RD. AND GO 0.3 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1530'
 NF1530'NO AZIMUTH WAS SET, BECAUSE STATION 23015 MIDH WAS VIVIBLE TO THE
 NF1530'NORTH-NORTHEAST.
 NF1530'
 NF1530'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1530'CONTROL MARK, 23016, MDSH AND T, 1976, SET IN THE TOP OF A 12 INCH
 NF1530'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1530'SURFACE.  IT IS 16 FEET EAST OF THE CENTERLINE OF GUINEA RD., AND
 NF1530'5 FEET NORTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND IS A 2
 NF1530'INCH BRASS DISK STAMPED HCM, FA, ROW, 23016, SET IN THE TOP OF
 NF1530'AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1530'SURFACE.
 NF1530'
 NF1530'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1530'HCM, 23016, 1976, RM 1, SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1530'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1530'IT IS 16 FEET EAST OF THE CENTERLINE OF GUINEA RD.
 NF1530'
 NF1530'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1530'HCM, 23016, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1530'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 NF1530'IT IS 16 FEET EAST OF THE CENTERLINE OF GUINEA RD.
 NF1530'
 NF1530'NEAREST TOWN--GRAND LEDGE.
 NF1530'
 NF1530'HEIGHT OF LIGHT ABOVE STATION MARK 1.31 METERS.
 NF1530
 NF1530                          STATION RECOVERY (2002)
 NF1530
 NF1530'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1538 ***********************************************************************
 NF1538  DESIGNATION -  23017
 NF1538  PID         -  NF1538
 NF1538  STATE/COUNTY-  MI/EATON
 NF1538  USGS QUAD   -  DIMONDALE (1973)
 NF1538
 NF1538                         *CURRENT SURVEY CONTROL
 NF1538  ___________________________________________________________________
 NF1538* NAD 83(1994)-  42 40 34.16804(N)    084 39 10.63547(W)     ADJUSTED  
 NF1538* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 NF1538  ___________________________________________________________________
 NF1538  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 NF1538  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NF1538
 NF1538  HORZ ORDER  -  SECOND
 NF1538
 NF1538.The horizontal coordinates were established by classical geodetic methods
 NF1538.and adjusted by the National Geodetic Survey in February 1997..
 NF1538
 NF1538.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1538
 NF1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1538
 NF1538.The geoid height was determined by GEOID03.
 NF1538
 NF1538;                    North         East     Units Scale Factor Converg.
 NF1538;SPC MI S     -   130,684.246 3,976,535.683   MT  0.99991349   -0 11 41.4
 NF1538;SPC MI S     -   428,754.09 13,046,376.91   iFT  0.99991349   -0 11 41.4
 NF1538;UTM  16      - 4,727,524.444   692,309.878   MT  1.00005502   +1 35 29.2
 NF1538
 NF1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1538!SPC MI S     -   0.99996172  x   0.99991349  =   0.99987522
 NF1538!UTM  16      -   0.99996172  x   1.00005502  =   1.00001674
 NF1538
 NF1538:                Primary Azimuth Mark                     Grid Az
 NF1538:SPC MI S     -  MILLETT GRAND TRUNK MICROWAVE            039 26 25.8
 NF1538:UTM  16      -  MILLETT GRAND TRUNK MICROWAVE            037 39 15.2
 NF1538
 NF1538|---------------------------------------------------------------------|
 NF1538| PID    Reference Object                     Distance      Geod. Az  |
 NF1538|                                                           dddmmss.s |
 NF1538| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 3.9 KM 0391444.4 |
 NF1538| NF1537 23017 MIDOT A PT 1976                21.192 METERS 19021     |
 NF1538| CH0576 23017 AZ MK                                        2292902.8 |
 NF1538| CH0577 23017 RM 1                           15.046 METERS 23933     |
 NF1538| CH0578 23017 RM 2                           11.631 METERS 32931     |
 NF1538| NF1536 LANSING ERICKSON PWR STA STACK      APPROX. 1.8 KM 3500511.6 |
 NF1538|---------------------------------------------------------------------|
 NF1538
 NF1538                          SUPERSEDED SURVEY CONTROL
 NF1538
 NF1538  NAD 83(1986)-  42 40 34.16669(N)    084 39 10.65363(W) AD(       ) 2
 NF1538  NAD 27      -  42 40 34.03808(N)    084 39 10.71774(W) AD(       ) 2
 NF1538  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 NF1538
 NF1538.Superseded values are not recommended for survey control.
 NF1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1538.See file dsdata.txt to determine how the superseded data were derived.
 NF1538
 NF1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9231027524(NAD 83)
 NF1538_MARKER: DD = SURVEY DISK
 NF1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1538_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1538
 NF1538  HISTORY     - Date     Condition        Report By
 NF1538  HISTORY     - 1976     MONUMENTED       MIDH
 NF1538
 NF1538                          STATION DESCRIPTION
 NF1538
 NF1538'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1538'THE STATION IS ABOUT 6-1/2 MILES SOUTHWEST OF THE CENTER OF LANSING,
 NF1538'ABOUT 6 MILES NORTHEAST OF POTTERVILLE, AND ABOUT 2 MILES NORTH OF
 NF1538'DIMONDALE.  IT IS IN THE MEDIAN AREA OF I-96 AT THE INTERCHANGE
 NF1538'WITH US 27 (TEMPORARY I-69) AND NEAR THE CENTER OF SECTION 3 OF
 NF1538'WINDSOR TOWNSHIP (T3N, R3W) OF EATON COUNTY.
 NF1538'
 NF1538'TO REACH THE STATION FROM THE INTERSECTION OF M-43 (SAGINAW STREET)
 NF1538'AND I-96, GO SOUTH THEN SOUTHEASTERLY ON I-96 4.9 MILES TO THE
 NF1538'STATION ON THE LEFT, IN THE MEDIAN.
 NF1538'
 NF1538'STATION MARKS ARE BRASS DISK PREMARKED HORIZONTAL CONTROL MARK THE
 NF1538'DIRECTOR, AND STAMPED MDSH AND T 23017 1976.  THE SURFACE DISK IS
 NF1538'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1538'FLUSH WITH THE GROUND SURFACE.  IT IS 35.4 FEET SOUTH SOUTH EAST
 NF1538'OF THE SOUTH END OF THE BRIDGE GUARD RAIL, 3.0 FEET EAST OF THE
 NF1538'GUARD RAIL, 22.7 FEET EAST OF THE CENTER OF EAST BOUND I-96, AND
 NF1538'4.5 FEET NORTH OF THE WITNESS POST.  THE UNDERGROUND MARK IS A 2
 NF1538'INCH BRASS DISK STAMPED HCM 23017, AND IS SET IN THE TOP OF AND
 NF1538'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1538'
 NF1538'REFERENCE MARK 1, PREMARKED STATE OF MICHIGAN HCM UNLAWFUL TO MOVE
 NF1538'OR DESTROY THIS MARKER AND STAMPED 23017 1976 RM 1, IS A 3-1/2 INCH
 NF1538'BRASS DISK SET FLUSH IN THE GUTTER PAN.  IT IS 25.5 FEET WEST OF
 NF1538'THE CENTER OF EASTBOUND I-96 4.0 FEET EAST OF THE GUARD RAIL AND
 NF1538'1.6 FEET NORTH OF THE SOUTH END OF THE GUTTERPAN.
 NF1538'
 NF1538'REFERENCE MARK 2, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1538'T-HCM-23017-1976-RM 2, IS SET FLUSH IN THE WINGWALL OF THE BRIDGE
 NF1538'OVER US-27.  IT IS 2.5 FEET WEST OF THE EAST END OF THE WINGWALL,
 NF1538'11.0 FEET EAST OF THE SOUTH END OF THE BRIDGE RAIL AND 20.4 FEET
 NF1538'NORTH NORTH EAST OF THE WEST END OF AN 8 INCH METAL DRAIN PIPE.
 NF1538'
 NF1538'THE AZIMUTH MARK, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1538'T-HCM-23017-1976-AZI MARK, IS SET IN THE TOP OF A 12 INCH
 NF1538'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1538'19.4 FEET SOUTH OF THE FENCE, 20.8 FEET NORTHEAST OF A TELEPHONE
 NF1538'POLE, 3.5 FEET SOUTH OF THE WITNESS POST AND 78.8 FEET NORTH OF THE
 NF1538'CENTER OF SOUTHBOUND US-27.  THE UNDERGROUND MARK, A 2 INCH
 NF1538'BRASS DISK STAMPED HCM-AZI MARK-23017-1976, IS SET IN THE TOP OF AN
 NF1538'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1538'
 NF1538'TO REACH THE AZIMUTH MARK FROM THE STATION, GO OFF I-96 ONTO
 NF1538'WESTBOUND US-27 AND GO SOUTHWESTERLY 0.6 MILES TO THE AZIMUTH MARK
 NF1538'ON THE RIGHT AS DESCRIBED.
 NF1538'
 NF1538'NEAREST TOWN--DIMONDALE.
 NF1538'
 NF1538'HEIGHT OF LIGHT ABOVE STATION MARK 1.08 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1592 ***********************************************************************
 NF1592  DESIGNATION -  23018
 NF1592  PID         -  NF1592
 NF1592  STATE/COUNTY-  MI/EATON
 NF1592  USGS QUAD   -  EAGLE (1978)
 NF1592
 NF1592                         *CURRENT SURVEY CONTROL
 NF1592  ___________________________________________________________________
 NF1592* NAD 83(1994)-  42 45 20.23977(N)    084 48 03.86662(W)     ADJUSTED  
 NF1592* NAVD 88     -       268.4    (meters)     881.     (feet)  VERTCON   
 NF1592  ___________________________________________________________________
 NF1592  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 NF1592  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF1592
 NF1592  HORZ ORDER  -  SECOND
 NF1592
 NF1592.The horizontal coordinates were established by classical geodetic methods
 NF1592.and adjusted by the National Geodetic Survey in February 1997..
 NF1592
 NF1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1592
 NF1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1592
 NF1592.The geoid height was determined by GEOID03.
 NF1592
 NF1592;                    North         East     Units Scale Factor Converg.
 NF1592;SPC MI S     -   139,562.780 3,964,441.324   MT  0.99990942   -0 17 44.3
 NF1592;SPC MI S     -   457,883.14 13,006,697.26   iFT  0.99990942   -0 17 44.3
 NF1592;UTM  16      - 4,736,022.364   679,943.026   MT  0.99999837   +1 29 35.5
 NF1592
 NF1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1592!SPC MI S     -   0.99996321  x   0.99990942  =   0.99987264
 NF1592!UTM  16      -   0.99996321  x   0.99999837  =   0.99996158
 NF1592
 NF1592|---------------------------------------------------------------------|
 NF1592| PID    Reference Object                     Distance      Geod. Az  |
 NF1592|                                                           dddmmss.s |
 NF1592| CH0580 23018 RM 1                           18.882 METERS 08940     |
 NF1592| CH0579 23018 AZ MK                                        0924721.3 |
 NF1592| NF1591 23018 MIDOT A PT 1976                 6.811 METERS 13938     |
 NF1592| CH0581 23018 RM 2                            8.672 METERS 26941     |
 NF1592|---------------------------------------------------------------------|
 NF1592
 NF1592                          SUPERSEDED SURVEY CONTROL
 NF1592
 NF1592  NAD 83(1986)-  42 45 20.23791(N)    084 48 03.88450(W) AD(       ) 2
 NF1592  NAD 27      -  42 45 20.11233(N)    084 48 03.92844(W) AD(       ) 2
 NF1592  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 NF1592
 NF1592.Superseded values are not recommended for survey control.
 NF1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1592.See file dsdata.txt to determine how the superseded data were derived.
 NF1592
 NF1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7994336022(NAD 83)
 NF1592_MARKER: DD = SURVEY DISK
 NF1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1592_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1592
 NF1592  HISTORY     - Date     Condition        Report By
 NF1592  HISTORY     - 1976     MONUMENTED       MIDH
 NF1592
 NF1592                          STATION DESCRIPTION
 NF1592
 NF1592'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1592'THE STATION IS APPROXIMATELY 3 MILES WEST OF GRAND LEDGE AND 4 MILES
 NF1592'EAST OF MILLIKEN ON M-43.  IT IS NEAR THE SOUTH LINE OF THE
 NF1592'SOUTHEAST QUARTER OF SECTION 5, T 4 N, R 4 W, BEING ONEIDA TWP. OF
 NF1592'EATON CO.
 NF1592'
 NF1592'TO REACH THE STATION FROM THE EAST VILLAGE LIMITS OF MILLIKEN, GO
 NF1592'4.25 MILES EAST ON M-43 TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1592'
 NF1592'THE AZIMUTH IS 0.31 MILES EAST OF THE STATION ALONG M-43, ON THE
 NF1592'RIGHT AS DESCRIBED.
 NF1592'
 NF1592'THE STATION IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1592'MARKER, 23018, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1592'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1592'SURFACE.  IT IS 24.0 FEET NORTHEAST OF A MAIL BOX, 42.8 FEET NORTH
 NF1592'OF THE CENTERLINE OF M-43, 8.0 FEET WEST OF THE END OF AN
 NF1592'EAST-WEST FENCE, AND 4.4 FEET SOUTHEAST OF A STEEL WITNESS POST.
 NF1592'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM,
 NF1592'23018, FA, ROW SET IN THE TOP OF AN IRREGULAR MASS TYPE CONCRETE
 NF1592'MONUMENT THAT IS 42 INCHES BELOW THE GROUND SURFACE.
 NF1592'
 NF1592'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1592'HCM, 23018, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1592'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1592'43.5 FEET NORTH OF THE CENTERLINE OF M-43, 8.4 FEET SOUTH OF A 4
 NF1592'FOOT WOVEN WIRE FENCE, AND 78 FEET EAST-NORTHEAST OF A MAILBOX.
 NF1592'
 NF1592'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1592'HCM, 23018, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1592'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1592'42.5 FEET NORTH OF THE CENTERLINE OF M-43, 21.0 FEET SOUTHEAST OF
 NF1592'A POWER POLE, 29.3 FEET WEST-SOUTHWEST OF THE WEST END OF A WOVEN
 NF1592'WIRE FENCE.
 NF1592'
 NF1592'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1592'HCM, 23018, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1592'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1592'10.4 FEET NORTH OF A TELEPHONE POLE, 55.6 FEET EAST OF A 20 INCH
 NF1592'WALNUT TREE, 38.4 FEET SOUTH OF THE CENTERLINE OF M-43, AND 4.0
 NF1592'FEET SOUTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND
 NF1592'MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, AZI MARK, ROW, 23018
 NF1592'SET IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 42 INCHES
 NF1592'BELOW THE GROUND SURFACE.
 NF1592'
 NF1592'NEAREST TOWN--GRAND LEDGE.
 NF1592'
 NF1592'HEIGHT OF LIGHT ABOVE STATION MARK 1.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1482 ***********************************************************************
 NF1482  DESIGNATION -  23019
 NF1482  PID         -  NF1482
 NF1482  STATE/COUNTY-  MI/EATON
 NF1482  USGS QUAD   -  LANSING SOUTH (1973)
 NF1482
 NF1482                         *CURRENT SURVEY CONTROL
 NF1482  ___________________________________________________________________
 NF1482* NAD 83(1994)-  42 44 28.22073(N)    084 37 22.04738(W)     ADJUSTED  
 NF1482* NAVD 88     -       264.3    (meters)     867.     (feet)  VERTCON   
 NF1482  ___________________________________________________________________
 NF1482  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NF1482  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NF1482
 NF1482  HORZ ORDER  -  SECOND
 NF1482
 NF1482.The horizontal coordinates were established by classical geodetic methods
 NF1482.and adjusted by the National Geodetic Survey in February 1997..
 NF1482
 NF1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1482
 NF1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1482
 NF1482.The geoid height was determined by GEOID03.
 NF1482
 NF1482;                    North         East     Units Scale Factor Converg.
 NF1482;SPC MI S     -   137,897.896 3,979,029.852   MT  0.99991002   -0 10 27.5
 NF1482;SPC MI S     -   452,420.92 13,054,559.88   iFT  0.99991002   -0 10 27.5
 NF1482;UTM  16      - 4,734,813.456   694,578.193   MT  1.00006581   +1 36 50.0
 NF1482
 NF1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1482!SPC MI S     -   0.99996383  x   0.99991002  =   0.99987385
 NF1482!UTM  16      -   0.99996383  x   1.00006581  =   1.00002964
 NF1482
 NF1482:                Primary Azimuth Mark                     Grid Az
 NF1482:SPC MI S     -  23019 AZ MK                              003 21 05.2
 NF1482:UTM  16      -  23019 AZ MK                              001 33 47.7
 NF1482
 NF1482|---------------------------------------------------------------------|
 NF1482| PID    Reference Object                     Distance      Geod. Az  |
 NF1482|                                                           dddmmss.s |
 NF1482| CH0582 23019 AZ MK                                        0031037.7 |
 NF1482| NF1483 23019 MIDOT RM 1 1976                10.963 METERS 08821     |
 NF1482| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 4.2 KM 1794510.9 |
 NF1482| CH0583 23019 RM 2                            8.644 METERS 26804     |
 NF1482|---------------------------------------------------------------------|
 NF1482
 NF1482                          SUPERSEDED SURVEY CONTROL
 NF1482
 NF1482  NAD 83(1986)-  42 44 28.21943(N)    084 37 22.06552(W) AD(       ) 2
 NF1482  NAD 27      -  42 44 28.09401(N)    084 37 22.13158(W) AD(       ) 2
 NF1482  NGVD 29 (07/19/86)  264.4    (m)          867.     (f) VERT ANG       
 NF1482
 NF1482.Superseded values are not recommended for survey control.
 NF1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1482.See file dsdata.txt to determine how the superseded data were derived.
 NF1482
 NF1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9457834813(NAD 83)
 NF1482_MARKER: DD = SURVEY DISK
 NF1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1482_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1482
 NF1482  HISTORY     - Date     Condition        Report By
 NF1482  HISTORY     - 1976     MONUMENTED       MIDH
 NF1482
 NF1482                          STATION DESCRIPTION
 NF1482
 NF1482'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1482'THE STATION IS ABOUT 2 MILES WEST OF LANSING AND ABOUT 6 MILES
 NF1482'EAST OF GRAND LEDGE.  IT IS IN THE STATE HIGHWAY RIGHT OF WAY NEAR
 NF1482'THE EAST END OF THE LANSING MALL.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1482'SECTION 11 DELTA TOWNSHIP (T4N, R3W) OF EATON COUNTY.
 NF1482'
 NF1482'TO REACH THE STATION FROM THE INTERSECTION OF M-43 (SAGINAW STREET)
 NF1482'AND I-96, GO EAST ON M-43 A DISTANCE OF 2.3 MILES TO THE STATION
 NF1482'ON THE LEFT IN THE NORTH WEST QUADRANT OF ELMWOOD ROAD AND M-43.
 NF1482'
 NF1482'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON ELMWOOD ROAD
 NF1482'0.45 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 NF1482'
 NF1482'THE STATION MARK IS A 3-1/4 INCH BRASS DISK PREMARKED HORIZONTAL
 NF1482'CONTROL MARK AND STAMPED 23019 MDSH AND T 1976.  IT IS 25.7 FEET
 NF1482'NORTH OF THE BACK OF THE NORTH CURB OF SAGINAW STREET, 20.5 FEET
 NF1482'SOUTH EAST OF A CONCRETE RIGHT OF WAY MARKER, 59.8 FEET SOUTH WEST
 NF1482'OF ANOTHER CONCRETE RIGHT OF WAY MARKER, AND 5.5 FEET SOUTHEAST
 NF1482'OF THE WITNESS POST.  THE STATION MARK IS SET IN THE TOP OF A 12
 NF1482'INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NF1482'THE UNDERGROUND MARK, A 2 INCH BRASS DISK STAMPED HCM 23019, IS
 NF1482'SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 NF1482'SURFACE.
 NF1482'
 NF1482'REFERENCE MARK 1, A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1
 NF1482'HCM 23019 MDSH AND T 1976, IS SET IN THE TOP OF A 12 INCH
 NF1482'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT
 NF1482'IS 49.0 FEET SOUTH OF A CONCRETE ROW MARKER, 25.0 FEET EAST OF THE
 NF1482'BEGINNING OF THE CURB RADIUS ON ELMWOOD ROAD, AND 28.0 FEET NORTH
 NF1482'OF THE BEGINNING OF THE CURB RADIUS OF SAGINAW STREET.
 NF1482'
 NF1482'REFERENCE MARK 2, A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2
 NF1482'HCM 23019 MDSH AND T 1976, IS SET IN THE TOP OF A 12 INCH
 NF1482'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1482'25.0 FEET NORTH OF THE BACK OF THE CURB ON SAGINAW STREET, AND
 NF1482'24.0 FEET SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER.
 NF1482'
 NF1482'THE AZIMUTH MARK, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1482'HCM 23019 1976 AZI MARK, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1482'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 27.5 FEET
 NF1482'EAST OF THE EAST EDGE OF ELMWOOD ROAD, 53.0 FEET NORTH NORTH WEST
 NF1482'OF A POWER POLE, 54.0 FEET SOUTH EAST OF THE CENTER OF A MANHOLE, AND
 NF1482'5.5 FEET EAST SOUTH EAST OF THE WITNESS POST.  THE UNDERGROUND
 NF1482'MARK, A 2 INCH BRASS DISK STAMPED HCM AZI MARK 23019 IS SET IN
 NF1482'THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1482'
 NF1482'NEAREST TOWN--LANSING.
 NF1482'
 NF1482'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1483 ***********************************************************************
 NF1483  DESIGNATION -  23019 MIDOT RM 1 1976
 NF1483  PID         -  NF1483
 NF1483  STATE/COUNTY-  MI/EATON
 NF1483  USGS QUAD   -  LANSING SOUTH (1973)
 NF1483
 NF1483                         *CURRENT SURVEY CONTROL
 NF1483  ___________________________________________________________________
 NF1483* NAD 83(1994)-  42 44 28.23093(N)    084 37 21.56557(W)     ADJUSTED  
 NF1483* NAVD 88     -       264.2    (meters)     867.     (feet)  VERTCON   
 NF1483  ___________________________________________________________________
 NF1483  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NF1483  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NF1483
 NF1483  HORZ ORDER  -  SECOND
 NF1483
 NF1483.The horizontal coordinates were established by classical geodetic methods
 NF1483.and adjusted by the National Geodetic Survey in February 1997..
 NF1483
 NF1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1483
 NF1483.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1483
 NF1483.The geoid height was determined by GEOID03.
 NF1483
 NF1483;                    North         East     Units Scale Factor Converg.
 NF1483;SPC MI S     -   137,898.178 3,979,040.811   MT  0.99991002   -0 10 27.2
 NF1483;SPC MI S     -   452,421.84 13,054,595.84   iFT  0.99991002   -0 10 27.2
 NF1483;UTM  16      - 4,734,814.080   694,589.139   MT  1.00006586   +1 36 50.3
 NF1483
 NF1483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1483!SPC MI S     -   0.99996385  x   0.99991002  =   0.99987387
 NF1483!UTM  16      -   0.99996385  x   1.00006586  =   1.00002970
 NF1483
 NF1483:                Primary Azimuth Mark                     Grid Az
 NF1483:SPC MI S     -  DELTA                                    220 35 33.7
 NF1483:UTM  16      -  DELTA                                    218 48 16.2
 NF1483
 NF1483|---------------------------------------------------------------------|
 NF1483| PID    Reference Object                     Distance      Geod. Az  |
 NF1483|                                                           dddmmss.s |
 NF1483| NF1539 DELTA                               APPROX. 2.8 KM 2202506.5 |
 NF1483| NF1482 23019                                10.963 METERS 26821     |
 NF1483|---------------------------------------------------------------------|
 NF1483
 NF1483                          SUPERSEDED SURVEY CONTROL
 NF1483
 NF1483  NAD 83(1986)-  42 44 28.22963(N)    084 37 21.58371(W) AD(       ) 2
 NF1483  NAD 27      -  42 44 28.10421(N)    084 37 21.64978(W) AD(       ) 2
 NF1483  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 NF1483
 NF1483.Superseded values are not recommended for survey control.
 NF1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1483.See file dsdata.txt to determine how the superseded data were derived.
 NF1483
 NF1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9458934814(NAD 83)
 NF1483_MARKER: DD = SURVEY DISK
 NF1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1483+STABILITY: SURFACE MOTION
 NF1483
 NF1483  HISTORY     - Date     Condition        Report By
 NF1483  HISTORY     - 1976     MONUMENTED       NGS
 NF1483
 NF1483                          STATION DESCRIPTION
 NF1483
 NF1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (PW)
 NF1483'STATION MARK, A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1 HCM
 NF1483'23019 MDSH AND T 1976, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1483'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 49.0 FEET
 NF1483'SOUTH OF A CONCRETE ROW MARKER, 25.0 FEET EAST OF THE BEGINNING OF
 NF1483'THE CURB RADIUS ON ELMWOOD ROAD, AND 28.0 FEET NORTH OF THE
 NF1483'BEGINNING OF THE CURB RADIUS OF SAGINAW STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1531 ***********************************************************************
 NF1531  DESIGNATION -  23020
 NF1531  PID         -  NF1531
 NF1531  STATE/COUNTY-  MI/EATON
 NF1531  USGS QUAD   -  DIMONDALE (1973)
 NF1531
 NF1531                         *CURRENT SURVEY CONTROL
 NF1531  ___________________________________________________________________
 NF1531* NAD 83(1994)-  42 44 31.95812(N)    084 40 04.07347(W)     ADJUSTED  
 NF1531* NAVD 88     -       265.9    (meters)     872.     (feet)  VERTCON   
 NF1531  ___________________________________________________________________
 NF1531  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NF1531  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF1531
 NF1531  HORZ ORDER  -  SECOND
 NF1531
 NF1531.The horizontal coordinates were established by classical geodetic methods
 NF1531.and adjusted by the National Geodetic Survey in February 1997..
 NF1531
 NF1531.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1531
 NF1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1531
 NF1531.The geoid height was determined by GEOID03.
 NF1531
 NF1531;                    North         East     Units Scale Factor Converg.
 NF1531;SPC MI S     -   138,025.407 3,975,345.315   MT  0.99990997   -0 12 17.7
 NF1531;SPC MI S     -   452,839.26 13,042,471.51   iFT  0.99990997   -0 12 17.7
 NF1531;UTM  16      - 4,734,825.930   690,890.929   MT  1.00004832   +1 35 00.0
 NF1531
 NF1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1531!SPC MI S     -   0.99996359  x   0.99990997  =   0.99987356
 NF1531!UTM  16      -   0.99996359  x   1.00004832  =   1.00001191
 NF1531
 NF1531:                Primary Azimuth Mark                     Grid Az
 NF1531:SPC MI S     -  23021                                    002 32 07.9
 NF1531:UTM  16      -  23021                                    000 44 50.2
 NF1531
 NF1531|---------------------------------------------------------------------|
 NF1531| PID    Reference Object                     Distance      Geod. Az  |
 NF1531|                                                           dddmmss.s |
 NF1531| NF1459 23021                               APPROX. 1.5 KM 0021950.2 |
 NF1531| CH0584 23020 RM 1                           20.236 METERS 00726     |
 NF1531| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 5.7 KM 1391046.5 |
 NF1531| NF1536 LANSING ERICKSON PWR STA STACK      APPROX. 5.6 KM 1704455.4 |
 NF1531| CH0585 23020 RM 2                            5.185 METERS 18634     |
 NF1531|---------------------------------------------------------------------|
 NF1531
 NF1531                          SUPERSEDED SURVEY CONTROL
 NF1531
 NF1531  NAD 83(1986)-  42 44 31.95668(N)    084 40 04.09141(W) AD(       ) 2
 NF1531  NAD 27      -  42 44 31.83115(N)    084 40 04.15160(W) AD(       ) 2
 NF1531  NGVD 29 (07/19/86)  266.0    (m)          873.     (f) VERT ANG       
 NF1531
 NF1531.Superseded values are not recommended for survey control.
 NF1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1531.See file dsdata.txt to determine how the superseded data were derived.
 NF1531
 NF1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9089134826(NAD 83)
 NF1531_MARKER: DD = SURVEY DISK
 NF1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1531_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1531
 NF1531  HISTORY     - Date     Condition        Report By
 NF1531  HISTORY     - 1976     MONUMENTED       MIDH
 NF1531
 NF1531                          STATION DESCRIPTION
 NF1531
 NF1531'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1531'THE STATION IS ABOUT 4 MILES EAST OF GRAND LEDGE, ABOUT 6 MILES
 NF1531'WEST OF THE CENTER OF LANSING, AND ABOUT 5 MILES NORTH OF
 NF1531'DIMONDALE.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 9 OF DELTA
 NF1531'TOWNSHIP (T4N,R3W) IN EATON COUNTY.  IT IS IN THE INTERCHANGE
 NF1531'AREA OF M-43 AND I-96.
 NF1531'
 NF1531'TO REACH THE STATION FROM WEST BOUND I-96 AT THE BRIDGE OVER M-43,
 NF1531'GO NORTH ON WESTBOUND I-96 TO JUST PAST THE WESTBOUND M-43 EXIT RAMP
 NF1531'TO THE STATION ON THE RIGHT.
 NF1531'
 NF1531'THE STATION MARK, A 3-1/4 INCH BRASS DISK PREMARKED HORIZONTAL
 NF1531'CONTROL MARK AND STAMPED MDSH AND T 23020 1976 IS SET IN THE TOP
 NF1531'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NF1531'SURFACE.  IT IS 17.6 FEET EAST OF THE EAST EDGE OF WEST BOUND
 NF1531'I-96, 54.0 FEET NORTHWEST OF THE CENTER OF A SIGN POST, 5.5 FEET
 NF1531'EAST NORTH EAST OF MILE MARKER NO. 93, AND 5.0 FEET SOUTHEAST OF THE
 NF1531'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1531'STAMPED HCM 23020 AND IS SET IN THE TOP OF A MASS OF CONCRETE
 NF1531'42 INCHES BELOW THE GROUND SURFACE.
 NF1531'
 NF1531'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1531'T, HCM, 23020, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1531'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NF1531'69.0 FEET NORTH NORTHEAST OF MILE MARKER 93 SIGN POST, AND 24.2
 NF1531'FEET EAST OF THE EAST EDGE OF I-96 (WE STBOUND).
 NF1531'
 NF1531'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1531'T, HCM, 23020, 1976, RM 2 SET IN THE TOP OF A 1 2 INCH CYLINDRICAL
 NF1531'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.7 FEET
 NF1531'NORTH OF EXIT 93A SIGN, AND 16.2 FEET EAST OF THE EAST EDGE OF
 NF1531'WESTBOUND I-96.
 NF1531'
 NF1531'NO AZIMUTH MARK WAS SET BECAUSE 23021 MIDH WAS VISIBLE TO THE
 NF1531'NORTH.
 NF1531'
 NF1531'NEAREST TOWN--GRAND LEDGE.
 NF1531'
 NF1531'HEIGHT OF LIGHT ABOVE STATION MARK 1.47 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1459 ***********************************************************************
 NF1459  DESIGNATION -  23021
 NF1459  PID         -  NF1459
 NF1459  STATE/COUNTY-  MI/EATON
 NF1459  USGS QUAD   -  WACOUSTA (1973)
 NF1459
 NF1459                         *CURRENT SURVEY CONTROL
 NF1459  ___________________________________________________________________
 NF1459* NAD 83(1994)-  42 45 19.70258(N)    084 40 01.43663(W)     ADJUSTED  
 NF1459* NAVD 88     -       262.3    (meters)     861.     (feet)  VERTCON   
 NF1459  ___________________________________________________________________
 NF1459  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 NF1459  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NF1459
 NF1459  HORZ ORDER  -  SECOND
 NF1459
 NF1459.The horizontal coordinates were established by classical geodetic methods
 NF1459.and adjusted by the National Geodetic Survey in February 1997..
 NF1459
 NF1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1459
 NF1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1459
 NF1459.The geoid height was determined by GEOID03.
 NF1459
 NF1459;                    North         East     Units Scale Factor Converg.
 NF1459;SPC MI S     -   139,498.337 3,975,410.540   MT  0.99990942   -0 12 15.9
 NF1459;SPC MI S     -   457,671.71 13,042,685.50   iFT  0.99990942   -0 12 15.9
 NF1459;UTM  16      - 4,736,300.381   690,910.155   MT  1.00004841   +1 35 03.3
 NF1459
 NF1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1459!SPC MI S     -   0.99996415  x   0.99990942  =   0.99987357
 NF1459!UTM  16      -   0.99996415  x   1.00004841  =   1.00001256
 NF1459
 NF1459|---------------------------------------------------------------------|
 NF1459| PID    Reference Object                     Distance      Geod. Az  |
 NF1459|                                                           dddmmss.s |
 NF1459| CH0586 23021 RM 1                            7.934 METERS 09121     |
 NF1459| NF1531 23020                               APPROX. 1.5 KM 1821952.0 |
 NF1459| CH0587 23021 RM 2                           13.074 METERS 26946     |
 NF1459|---------------------------------------------------------------------|
 NF1459
 NF1459                          SUPERSEDED SURVEY CONTROL
 NF1459
 NF1459  NAD 83(1986)-  42 45 19.70101(N)    084 40 01.45453(W) AD(       ) 2
 NF1459  NAD 27      -  42 45 19.57547(N)    084 40 01.51451(W) AD(       ) 2
 NF1459  NGVD 29 (07/19/86)  262.4    (m)          861.     (f) VERT ANG       
 NF1459
 NF1459.Superseded values are not recommended for survey control.
 NF1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1459.See file dsdata.txt to determine how the superseded data were derived.
 NF1459
 NF1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9091036300(NAD 83)
 NF1459_MARKER: DD = SURVEY DISK
 NF1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1459
 NF1459  HISTORY     - Date     Condition        Report By
 NF1459  HISTORY     - 1976     MONUMENTED       MIDH
 NF1459
 NF1459                          STATION DESCRIPTION
 NF1459
 NF1459'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1459'THE STATION IS ABOUT 1 MILE SOUTHWEST OF DELTA MILLS, 3 MILES WEST
 NF1459'OF THE WEST CITY LIMITS OF LANSING ON WILLOW ROAD IN EATON
 NF1459'COUNTY, DELTA TOWNSHIP, T4N, R3W, NE 1/4 SECTION 9 ON STATE RIGHT
 NF1459'OF WAY.
 NF1459'
 NF1459'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND M-43, GO EAST
 NF1459'ON M-43 0.3 MILES TO CANAL ROAD, TURN LEFT AND GO NORTH ON CANAL
 NF1459'ROAD 1 MILE TO WILLOW HIGHWAY, TURN LEFT AND GO WEST ON WILLOW
 NF1459'HIGHWAY 0.3 MILES TO THE STATION ON THE LEFT IN THE SOUTHEAST
 NF1459'QUADRANT OF WEST BOUND I-96 AND WILLOW HIGHWAY AS DESCRIBED.
 NF1459'
 NF1459'STATION 23020 MIDH IS LOCATED ON THE EAST SIDE OF I-96, JUST NORTH
 NF1459'OF THE WEST BOUND M-43 EXIT RAMP, NORTH OF M-43.
 NF1459'
 NF1459'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1459'CONTROL MARK, 23021, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1459'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1459'IT IS 19.2 FEET SOUTH OF CENTER LINE WILLOW HIGHWAY, 3.2 FEET
 NF1459'SOUTH OF STEEL GUARD RAIL, AND 4 FEET SOUTHWEST OF WITNESS POST.
 NF1459'
 NF1459'THE UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1459'23021.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1459'BELOW GROUND SURFACE.
 NF1459'
 NF1459'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1459'T, HCM, 23021 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1459'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 20.5
 NF1459'FEET SOUTH OF CENTER LINE WILLOW HIGHWAY, AND 3 FEET SOUTH OF
 NF1459'STEEL GUARD RAIL.
 NF1459'
 NF1459'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1459'T, HCM, 23021 1976, RM 2.  SET IN THE TOP STEP OF THE SOUTHEAST
 NF1459'BRIDGE ABUTMENT AT I-96 AND WILLOW HIGHWAY.  IT IS 7 FEET SOUTH OF
 NF1459'CORNER BRIDGE CURB, AND 21 FEET SOUTH OF CENTER LINE WILLOW
 NF1459'HIGHWAY.
 NF1459'
 NF1459'STATION 23020 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1459'CONTROL MARK, 23020, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1459'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1459'
 NF1459'NEAREST TOWN--DELTA MILLS.
 NF1459'
 NF1459'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1575 ***********************************************************************
 NF1575  DESIGNATION -  23034
 NF1575  PID         -  NF1575
 NF1575  STATE/COUNTY-  MI/EATON
 NF1575  USGS QUAD   -  CHARLOTTE (1980)
 NF1575
 NF1575                         *CURRENT SURVEY CONTROL
 NF1575  ___________________________________________________________________
 NF1575* NAD 83(1994)-  42 37 07.13939(N)    084 49 02.57664(W)     ADJUSTED  
 NF1575* NAVD 88     -       284.0    (meters)     932.     (feet)  VERTCON   
 NF1575  ___________________________________________________________________
 NF1575  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 NF1575  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NF1575
 NF1575  HORZ ORDER  -  SECOND
 NF1575
 NF1575.The horizontal coordinates were established by classical geodetic methods
 NF1575.and adjusted by the National Geodetic Survey in February 1997..
 NF1575
 NF1575.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1575
 NF1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1575
 NF1575.The geoid height was determined by GEOID03.
 NF1575
 NF1575;                    North         East     Units Scale Factor Converg.
 NF1575;SPC MI S     -   124,355.542 3,963,024.960   MT  0.99991763   -0 18 24.2
 NF1575;SPC MI S     -   407,990.62 13,002,050.39   iFT  0.99991763   -0 18 24.2
 NF1575;UTM  16      - 4,720,777.087   679,001.469   MT  0.99999422   +1 28 41.8
 NF1575
 NF1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1575!SPC MI S     -   0.99996079  x   0.99991763  =   0.99987842
 NF1575!UTM  16      -   0.99996079  x   0.99999422  =   0.99995501
 NF1575
 NF1575:                Primary Azimuth Mark                     Grid Az
 NF1575:SPC MI S     -  GIDNER                                   083 22 39.3
 NF1575:UTM  16      -  GIDNER                                   081 35 33.3
 NF1575
 NF1575|---------------------------------------------------------------------|
 NF1575| PID    Reference Object                     Distance      Geod. Az  |
 NF1575|                                                           dddmmss.s |
 NF1575| NF1569 GIDNER                              APPROX. 2.2 KM 0830415.1 |
 NF1575| CH0598 23034 RM 1                           13.859 METERS 17930     |
 NF1575|---------------------------------------------------------------------|
 NF1575
 NF1575                          SUPERSEDED SURVEY CONTROL
 NF1575
 NF1575  NAD 83(1986)-  42 37 07.13778(N)    084 49 02.59416(W) AD(       ) 2
 NF1575  NAD 27      -  42 37 07.00845(N)    084 49 02.63974(W) AD(       ) 2
 NF1575  NGVD 29 (07/19/86)  284.1    (m)          932.     (f) VERT ANG       
 NF1575
 NF1575.Superseded values are not recommended for survey control.
 NF1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1575.See file dsdata.txt to determine how the superseded data were derived.
 NF1575
 NF1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7900120777(NAD 83)
 NF1575_MARKER: DE = TRAVERSE STATION DISK
 NF1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1575_SP_SET: SQUARE CONCRETE MONUMENT
 NF1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1575
 NF1575  HISTORY     - Date     Condition        Report By
 NF1575  HISTORY     - 1977     MONUMENTED       MIDH
 NF1575  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1575
 NF1575                          STATION DESCRIPTION
 NF1575
 NF1575'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1575'THE STATION IS ABOUT 4.0 MILES NORTHEAST OF CHARLOTTE, 9.4 MILES
 NF1575'SOUTH SOUTHWEST GRAND LEDGE, 4.2 MILES WEST OF POTTERVILLE, LOCATED ON
 NF1575'COUNTY ROADS RIGHT OF WAY IN THE SOUTHWEST 1/4 OF SECTION 29, T3N, R4W
 NF1575'
 NF1575'TO REACH STATION FROM THE COURTHOUSE IN CHARLOTTE  GO NORTH ON COCHRAN
 NF1575'ROAD (M 50) 2.2 MILES TO THE INTERSECTION OF COCHRAN ROAD AND KINSEL
 NF1575'HIGHWAY, TURN RIGHT AND GO EAST ON KINSEL HIGHWAY 1.0 MILE TO THE
 NF1575'INTERSECTION OF KINSEL HIGHWAY AND BENTON ROAD.  TURN LEFT AND GO
 NF1575'NORTH ON BENTON ROAD 1.5 MILES TO STATION ON THE RIGHT, AS DESCRIBED.
 NF1575'
 NF1575'STATION MARK IS A STANDARD MIDH DISK STAMPED---23034 1977---.  THE
 NF1575'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1575'MONUMENT FLUSH WITH GROUND SURFACE.  IT IS 6.8 FEET NORTHWEST OF A 5
 NF1575'INCH ELM TREE, 50.8 FEET SOUTHEAST OF A POWER POLE, 15.7 FEET
 NF1575'SOUTHWEST OF A 6 INCH ELM TREE, 13.6 FEET EAST OF THE CENTERLINE OF
 NF1575'BENTON ROAD, AND 3.0 FEET NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1575'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW
 NF1575'THE GROUND SURFACE.
 NF1575'
 NF1575'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23034 1977 1---AND
 NF1575'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1575'GROUND SURFACE.  IT IS 82.4 FEET SOUTHEAST OF A POWER POLE, 39.6 FEET
 NF1575'SOUTHWEST OF A 5 INCH ELM, 13.8 FEET EAST OF CENTERLINE BENTON ROAD,
 NF1575'AND 2.8 FEET NORTHWEST OF A STEEL WITNESS POST.
 NF1575
 NF1575                          STATION RECOVERY (1997)
 NF1575
 NF1575'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1576 ***********************************************************************
 NF1576  DESIGNATION -  23035
 NF1576  PID         -  NF1576
 NF1576  STATE/COUNTY-  MI/EATON
 NF1576  USGS QUAD   -  CHARLOTTE (1980)
 NF1576
 NF1576                         *CURRENT SURVEY CONTROL
 NF1576  ___________________________________________________________________
 NF1576* NAD 83(1994)-  42 36 02.37301(N)    084 49 03.30107(W)     ADJUSTED  
 NF1576* NAVD 88     -       283.2    (meters)     929.     (feet)  VERTCON   
 NF1576  ___________________________________________________________________
 NF1576  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 NF1576  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1576
 NF1576  HORZ ORDER  -  SECOND
 NF1576
 NF1576.The horizontal coordinates were established by classical geodetic methods
 NF1576.and adjusted by the National Geodetic Survey in February 1997..
 NF1576
 NF1576.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1576
 NF1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1576
 NF1576.The geoid height was determined by GEOID03.
 NF1576
 NF1576;                    North         East     Units Scale Factor Converg.
 NF1576;SPC MI S     -   122,357.327 3,962,997.749   MT  0.99991913   -0 18 24.7
 NF1576;SPC MI S     -   401,434.80 13,001,961.12   iFT  0.99991913   -0 18 24.7
 NF1576;UTM  16      - 4,718,778.842   679,036.508   MT  0.99999438   +1 28 39.5
 NF1576
 NF1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1576!SPC MI S     -   0.99996092  x   0.99991913  =   0.99988005
 NF1576!UTM  16      -   0.99996092  x   0.99999438  =   0.99995530
 NF1576
 NF1576|---------------------------------------------------------------------|
 NF1576| PID    Reference Object                     Distance      Geod. Az  |
 NF1576|                                                           dddmmss.s |
 NF1576| CH0599 23035 RM 1                           14.484 METERS 18002     |
 NF1576| NF1578 23036                               APPROX. 0.6 KM 2283711.0 |
 NF1576|---------------------------------------------------------------------|
 NF1576
 NF1576                          SUPERSEDED SURVEY CONTROL
 NF1576
 NF1576  NAD 83(1986)-  42 36 02.37146(N)    084 49 03.31842(W) AD(       ) 2
 NF1576  NAD 27      -  42 36 02.24104(N)    084 49 03.36463(W) AD(       ) 2
 NF1576  NGVD 29 (07/19/86)  283.3    (m)          929.     (f) VERT ANG       
 NF1576
 NF1576.Superseded values are not recommended for survey control.
 NF1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1576.See file dsdata.txt to determine how the superseded data were derived.
 NF1576
 NF1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7903718779(NAD 83)
 NF1576_MARKER: DE = TRAVERSE STATION DISK
 NF1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1576_SP_SET: SQUARE CONCRETE MONUMENT
 NF1576_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1576
 NF1576  HISTORY     - Date     Condition        Report By
 NF1576  HISTORY     - 1977     MONUMENTED       MIDH
 NF1576  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1576
 NF1576                          STATION DESCRIPTION
 NF1576
 NF1576'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1576'THE STATION IS ABOUT 1.3 MILES NORTH OF CHARLOTTE, 10.5 MILES SOUTH
 NF1576'SOUTHWEST OF GRANDLEDGE, AND 4.0 MILES WEST SOUTHWEST OF POTTERVILLE,
 NF1576'LOCATED ON COUNTY ROAD RIGHT OF WAY IN THE SOUTHEAST 1/4 OF SECTION
 NF1576'31, T3N, R4W.
 NF1576'
 NF1576'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO NORTH ON
 NF1576'COCHRAN ROAD (M 50) 2.2 MILES TO THE INTERSECTION OF COCHRAN ROAD AND
 NF1576'KINSEL HIGHWAY, TURN RIGHT AND GO EAST ON KINSEL HIGHWAY 1.0 MILE TO
 NF1576'THE INTERSECTION OF KINSEL HIGHWAY AND BENTON ROAD, TURN LEFT AND GO
 NF1576'NORTH ON BENTON ROAD 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1576'
 NF1576'STATION MARK IS A STANDARD MIDH DISK STAMPED---23035 1977---.  THE
 NF1576'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1576'MONUMENT, FLUSH WITH GROUND SURFACE.  IT IS 106.2 FEET SOUTHEAST OF A
 NF1576'POWER POLE, 45.3 FEET NORTHWEST OF A WOOD ANCHOR POST, 13.1 FEET WEST
 NF1576'OF THE CENTERLINE OF BENTON ROAD, AND 3.6 FEET SOUTHEAST OF A STEEL
 NF1576'WITNESS POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 NF1576'CONCRETE 4.0 FEET BELOW GROUND SURFACE.
 NF1576'
 NF1576'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23035 1977 1---AND
 NF1576'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH
 NF1576'GROUND SURFACE.  IT IS 153.5 FEET SOUTHEAST OF A POWER POLE, 49.8 FEET
 NF1576'SOUTHWEST OF A WOOD ANCHOR POST, 13.4 FEET WEST OF CENTERLINE BENTON
 NF1576'ROAD, AND 2.4 FEET SOUTHEAST OF A STEEL WITNESS POST.
 NF1576
 NF1576                          STATION RECOVERY (1997)
 NF1576
 NF1576'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1578 ***********************************************************************
 NF1578  DESIGNATION -  23036
 NF1578  PID         -  NF1578
 NF1578  STATE/COUNTY-  MI/EATON
 NF1578  USGS QUAD   -  CHARLOTTE (1980)
 NF1578
 NF1578                         *CURRENT SURVEY CONTROL
 NF1578  ___________________________________________________________________
 NF1578* NAD 83(1994)-  42 35 49.24501(N)    084 49 23.46912(W)     ADJUSTED  
 NF1578* NAVD 88     -       279.1    (meters)     916.     (feet)  VERTCON   
 NF1578  ___________________________________________________________________
 NF1578  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 NF1578  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1578
 NF1578  HORZ ORDER  -  SECOND
 NF1578
 NF1578.The horizontal coordinates were established by classical geodetic methods
 NF1578.and adjusted by the National Geodetic Survey in February 1997..
 NF1578
 NF1578.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1578
 NF1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1578
 NF1578.The geoid height was determined by GEOID03.
 NF1578
 NF1578;                    North         East     Units Scale Factor Converg.
 NF1578;SPC MI S     -   121,954.753 3,962,535.838   MT  0.99991945   -0 18 38.4
 NF1578;SPC MI S     -   400,114.02 13,000,445.66   iFT  0.99991945   -0 18 38.4
 NF1578;UTM  16      - 4,718,362.049   678,587.323   MT  0.99999240   +1 28 25.5
 NF1578
 NF1578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1578!SPC MI S     -   0.99996156  x   0.99991945  =   0.99988101
 NF1578!UTM  16      -   0.99996156  x   0.99999240  =   0.99995396
 NF1578
 NF1578:                Primary Azimuth Mark                     Grid Az
 NF1578:SPC MI S     -  23035                                    048 55 35.7
 NF1578:UTM  16      -  23035                                    047 08 31.8
 NF1578
 NF1578|---------------------------------------------------------------------|
 NF1578| PID    Reference Object                     Distance      Geod. Az  |
 NF1578|                                                           dddmmss.s |
 NF1578| NF1576 23035                               APPROX. 0.6 KM 0483657.3 |
 NF1578| CH0600 23036 RM 1                            8.937 METERS 08335     |
 NF1578|---------------------------------------------------------------------|
 NF1578
 NF1578                          SUPERSEDED SURVEY CONTROL
 NF1578
 NF1578  NAD 83(1986)-  42 35 49.24347(N)    084 49 23.48636(W) AD(       ) 2
 NF1578  NAD 27      -  42 35 49.11275(N)    084 49 23.53274(W) AD(       ) 2
 NF1578  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 NF1578
 NF1578.Superseded values are not recommended for survey control.
 NF1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1578.See file dsdata.txt to determine how the superseded data were derived.
 NF1578
 NF1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7858718362(NAD 83)
 NF1578_MARKER: DE = TRAVERSE STATION DISK
 NF1578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1578_SP_SET: SQUARE CONCRETE MONUMENT
 NF1578_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1578
 NF1578  HISTORY     - Date     Condition        Report By
 NF1578  HISTORY     - 1977     MONUMENTED       MIDH
 NF1578  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1578
 NF1578                          STATION DESCRIPTION
 NF1578
 NF1578'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1578'THE STATION IS ABOUT 4.3 MILES SOUTHWEST OF THE WEST LIMITS OF
 NF1578'POTTERVILLE, 10.8 MILES SOUTH SOUTHWEST OF THE SOUTH LIMITS OF GRAND
 NF1578'LEDGE, AND 1.0 MILE NORTH NORTHEAST OF THE NORTH LIMITS OF CHARLOTTE.
 NF1578'IT IS LOCATED IN COUNTY ROAD RIGHT OF WAY IN THE SOUTHEAST QUARTER OF
 NF1578'SECTION 31, T3N, R4W.
 NF1578'
 NF1578'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO NORTH ON
 NF1578'COCHRAN ROAD (M 50) 2.2 MILES TO THE INTERSECTION OF COCHRAN ROAD AND
 NF1578'KINSEL HIGHWAY.  TURN RIGHT AND GO EAST ON KINSEL HIGHWAY 0.7 MILE TO
 NF1578'THE STATION ON THE LEFT AS DESCRIBED.
 NF1578'
 NF1578'STATION MARK IS A STANDARD MIDH DISK STAMPED---23036 1977---.  THE
 NF1578'SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1578'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 7.0 FEET SOUTHWEST OF
 NF1578'AN 8 INCH WALNUT, 39.9 FEET WEST OF A 9 INCH MAPLE, 13.5 FEET NORTH OF
 NF1578'THE CENTERLINE OF KINSEL HIGHWAY AND 3.0 FEET WEST OF A STEEL WITNESS
 NF1578'POST.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 4
 NF1578'FEET BELOW THE GROUND SURFACE.
 NF1578'
 NF1578'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23036 1977 1---AND
 NF1578'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1578'THE GROUND SURFACE.  IT IS 27.0 FEET SOUTHEAST OF AN 8 INCH WALNUT,
 NF1578'10.7 FEET NORTHWEST OF A 9 IN MAPLE, 16.1 FEET NORTH OF THE CENTERLINE
 NF1578'OF KINSEL HIGHWAY, AND 4.4 FEET SOUTHEAST OF A STEEL WITNESS POST.
 NF1578
 NF1578                          STATION RECOVERY (1997)
 NF1578
 NF1578'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1579 ***********************************************************************
 NF1579  DESIGNATION -  23037
 NF1579  PID         -  NF1579
 NF1579  STATE/COUNTY-  MI/EATON
 NF1579  USGS QUAD   -  CHARLOTTE (1980)
 NF1579
 NF1579                         *CURRENT SURVEY CONTROL
 NF1579  ___________________________________________________________________
 NF1579* NAD 83(1994)-  42 34 46.41598(N)    084 49 37.76282(W)     ADJUSTED  
 NF1579* NAVD 88     -       273.1    (meters)     896.     (feet)  VERTCON   
 NF1579  ___________________________________________________________________
 NF1579  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 NF1579  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1579
 NF1579  HORZ ORDER  -  SECOND
 NF1579
 NF1579.The horizontal coordinates were established by classical geodetic methods
 NF1579.and adjusted by the National Geodetic Survey in February 1997..
 NF1579
 NF1579.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1579
 NF1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1579
 NF1579.The geoid height was determined by GEOID03.
 NF1579
 NF1579;                    North         East     Units Scale Factor Converg.
 NF1579;SPC MI S     -   120,018.004 3,962,199.402   MT  0.99992101   -0 18 48.2
 NF1579;SPC MI S     -   393,759.86 12,999,341.87   iFT  0.99992101   -0 18 48.2
 NF1579;UTM  16      - 4,716,415.625   678,311.331   MT  0.99999119   +1 28 14.0
 NF1579
 NF1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1579!SPC MI S     -   0.99996250  x   0.99992101  =   0.99988351
 NF1579!UTM  16      -   0.99996250  x   0.99999119  =   0.99995369
 NF1579
 NF1579|---------------------------------------------------------------------|
 NF1579| PID    Reference Object                     Distance      Geod. Az  |
 NF1579|                                                           dddmmss.s |
 NF1579| CH0601 23037 RM 1                           19.291 METERS 04019     |
 NF1579| NF1577 23038                               APPROX. 1.4 KM 1562111.2 |
 NF1579|---------------------------------------------------------------------|
 NF1579
 NF1579                          SUPERSEDED SURVEY CONTROL
 NF1579
 NF1579  NAD 83(1986)-  42 34 46.41447(N)    084 49 37.77980(W) AD(       ) 2
 NF1579  NAD 27      -  42 34 46.28284(N)    084 49 37.82756(W) AD(       ) 2
 NF1579  NGVD 29 (07/19/86)  273.2    (m)          896.     (f) VERT ANG       
 NF1579
 NF1579.Superseded values are not recommended for survey control.
 NF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1579.See file dsdata.txt to determine how the superseded data were derived.
 NF1579
 NF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7831116416(NAD 83)
 NF1579_MARKER: DE = TRAVERSE STATION DISK
 NF1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1579_SP_SET: SQUARE CONCRETE MONUMENT
 NF1579_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1579
 NF1579  HISTORY     - Date     Condition        Report By
 NF1579  HISTORY     - 1977     MONUMENTED       MIDH
 NF1579  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1579
 NF1579                          STATION DESCRIPTION
 NF1579
 NF1579'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1579'THE STATION IS ABOUT 12.1 MILES SOUTH SOUTHWEST OF GRAND LEDGE, 5.2
 NF1579'MILES SOUTHWEST OF POTTERVILLE, AND 1.2 MILES NORTH NORTHEAST OF THE
 NF1579'COURTHOUSE IN CHARLOTTE.  IT IS LOCATED IN THE RIGHT OF WAY OF THE
 NF1579'GRAND TRUNK WESTERN RAILROAD IN THE NORTHEAST 1/4 SECTION 7, T2N, R4W.
 NF1579'
 NF1579'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO NORTH ON
 NF1579'COCHRAN ROAD 1.2 MILES, TURN RIGHT AND GO EAST ON PACKARD HIGHWAY
 NF1579'0.6 MILES TO THE INNTERSECTION OF PACKARD HIGHWAY AND GRAND TRUNK
 NF1579'RAILROAD.  WALK SOUTHWEST ALONG RAILROAD TRACKS 1300 FEET TO THE
 NF1579'STATION ON THE RIGHT AS DESCRIBED.
 NF1579'
 NF1579'STATION MARK IS A STANDARD MIDH DISK STAMPED---23037 1977---SET IN THE
 NF1579'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND
 NF1579'SURFACE.  IT IS 74.3 FEET SOUTHWEST OF A POWER POLE, 67.7 FEET
 NF1579'NORTHEAST OF A POWER POLE, 19.2 FEET NORTH OF CENTER OF MOST WESTERLY
 NF1579'RAILROAD TRACK AND 5.0 FEET SOUTH OF A 4 FOOT WOVEN WIRE FENCE WITH 1
 NF1579'STRAND OF BARBED WIRE AND STEEL POSTS.  THE UNDERGROUND MARK IS SET IN
 NF1579'AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE GROUND SURFACE.
 NF1579'
 NF1579'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23037 1977 1---SET
 NF1579'IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 NF1579'GROUND SURFACE.  IT IS 137.6 FEET NORTHEAST OF A POWER POLE, 16.0 FEET
 NF1579'NORTH OF THE CENTER OF MOST WESTERLY RAILROAD TRACK, 7.7 FEET SOUTH OF
 NF1579'A 4 FOOT WOVEN WIRE FENCE WITH 1 STRAND BARBED WIRE AND STEEL POSTS,
 NF1579'AND 5.0 FEET SOUTHWEST OF A POWER POLE.
 NF1579
 NF1579                          STATION RECOVERY (1997)
 NF1579
 NF1579'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1577 ***********************************************************************
 NF1577  DESIGNATION -  23038
 NF1577  PID         -  NF1577
 NF1577  STATE/COUNTY-  MI/EATON
 NF1577  USGS QUAD   -  CHARLOTTE (1980)
 NF1577
 NF1577                         *CURRENT SURVEY CONTROL
 NF1577  ___________________________________________________________________
 NF1577* NAD 83(1994)-  42 34 04.34652(N)    084 49 12.84241(W)     ADJUSTED  
 NF1577* NAVD 88     -       274.2    (meters)     900.     (feet)  VERTCON   
 NF1577  ___________________________________________________________________
 NF1577  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NF1577  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1577
 NF1577  HORZ ORDER  -  SECOND
 NF1577
 NF1577.The horizontal coordinates were established by classical geodetic methods
 NF1577.and adjusted by the National Geodetic Survey in February 1997..
 NF1577
 NF1577.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1577
 NF1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1577
 NF1577.The geoid height was determined by GEOID03.
 NF1577
 NF1577;                    North         East     Units Scale Factor Converg.
 NF1577;SPC MI S     -   118,716.912 3,962,760.643   MT  0.99992211   -0 18 31.2
 NF1577;SPC MI S     -   389,491.18 13,001,183.21   iFT  0.99992211   -0 18 31.2
 NF1577;UTM  16      - 4,715,132.542   678,912.843   MT  0.99999384   +1 28 29.7
 NF1577
 NF1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1577!SPC MI S     -   0.99996233  x   0.99992211  =   0.99988444
 NF1577!UTM  16      -   0.99996233  x   0.99999384  =   0.99995617
 NF1577
 NF1577|---------------------------------------------------------------------|
 NF1577| PID    Reference Object                     Distance      Geod. Az  |
 NF1577|                                                           dddmmss.s |
 NF1577| CH0602 23038 RM 1                           10.531 METERS 27824     |
 NF1577| NF1579 23037                               APPROX. 1.4 KM 3362128.1 |
 NF1577|---------------------------------------------------------------------|
 NF1577
 NF1577                          SUPERSEDED SURVEY CONTROL
 NF1577
 NF1577  NAD 83(1986)-  42 34 04.34509(N)    084 49 12.85923(W) AD(       ) 2
 NF1577  NAD 27      -  42 34 04.21231(N)    084 49 12.90900(W) AD(       ) 2
 NF1577  NGVD 29 (07/19/86)  274.3    (m)          900.     (f) VERT ANG       
 NF1577
 NF1577.Superseded values are not recommended for survey control.
 NF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1577.See file dsdata.txt to determine how the superseded data were derived.
 NF1577
 NF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7891315133(NAD 83)
 NF1577_MARKER: DE = TRAVERSE STATION DISK
 NF1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1577_SP_SET: SQUARE CONCRETE MONUMENT
 NF1577_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1577
 NF1577  HISTORY     - Date     Condition        Report By
 NF1577  HISTORY     - 1977     MONUMENTED       MIDH
 NF1577  HISTORY     - 19971109 GOOD             USPSQD
 NF1577
 NF1577                          STATION DESCRIPTION
 NF1577
 NF1577'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (DEM)
 NF1577'THE STATION IS ABOUT 5.4 MILES SOUTHWEST OF POTTERVILLE, 12.8 MILES
 NF1577'SOUTH SOUTHWEST OF GRAND LEDGE, AND 0.8 MILES EAST NORTHEAST OF THE
 NF1577'COURTHOUSE IN CHARLOTTE, LOCATED IN THE COUNTY ROAD RIGHT OF WAY, IN
 NF1577'THE SOUTHEAST 1/4 OF SECTION 7, T2N, R4W.
 NF1577'
 NF1577'TO REACH THE STATION FROM THE COURTHOUSE IN CHARLOTTE, GO EAST ON
 NF1577'BUSINESS LOOP I69 (LANSING ROAD) 0.6 MILE TO INTERSECTION OF BUSINESS
 NF1577'LOOP I69 AND ISLAND HIGHWAY, TURN RIGHT AND GO EAST ON ISLAND HIGHWAY
 NF1577'0.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1577'
 NF1577'STATION MARK IS A STANDARD MIDH DISK STAMPED---23038 1977---SET IN THE
 NF1577'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH GROUND
 NF1577'SURFACE.  IT IS 79.2 FEET SOUTHEAST OF THE NORTH CONCRETE BRIDGE RAIL,
 NF1577'56.0 FEET EAST SOUTHEAST OF THE SOUTH CONCRETE BRIDGE RAIL AND 24.4
 NF1577'FEET SOUTH OF CENTERLINE OF ISLAND HIGHWAY.  THE UNDERGROUND MARK IS
 NF1577'SET IN AN IRREGULAR MASS OF CONCRETE 4 FEET BELOW THE GROUND SURFACE.
 NF1577'
 NF1577'REFERENCE MARK 1 IS A STANDARD MIDH DISK STAMPED---23038 1977 1---SET
 NF1577'IN A CONCRETE HEADWALL.  IT IS 56.1 FEET SOUTH SOUTHEAST OF THE EAST
 NF1577'END OF THE NORTH CONCRETE BRIDGE RAIL, 25.6 FEET SOUTH OF THE
 NF1577'CENTERLINE OF ISLAND HIGHWAY AND 21.7 FEET SOUTHEAST OF THE EAST END
 NF1577'OF THE SOUTH CONCRETE BRIDGE RAIL.
 NF1577
 NF1577                          STATION RECOVERY (1997)
 NF1577
 NF1577'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1558 ***********************************************************************
 NF1558  DESIGNATION -  23039
 NF1558  PID         -  NF1558
 NF1558  STATE/COUNTY-  MI/EATON
 NF1558  USGS QUAD   -  NEEDMORE (1980)
 NF1558
 NF1558                         *CURRENT SURVEY CONTROL
 NF1558  ___________________________________________________________________
 NF1558* NAD 83(1994)-  42 39 48.46415(N)    084 47 52.04944(W)     ADJUSTED  
 NF1558* NAVD 88     -       279.1    (meters)     916.     (feet)  VERTCON   
 NF1558  ___________________________________________________________________
 NF1558  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 NF1558  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NF1558
 NF1558  HORZ ORDER  -  SECOND
 NF1558
 NF1558.The horizontal coordinates were established by classical geodetic methods
 NF1558.and adjusted by the National Geodetic Survey in February 1997..
 NF1558
 NF1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1558
 NF1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1558
 NF1558.The geoid height was determined by GEOID03.
 NF1558
 NF1558;                    North         East     Units Scale Factor Converg.
 NF1558;SPC MI S     -   129,324.664 3,964,657.597   MT  0.99991432   -0 17 36.2
 NF1558;SPC MI S     -   424,293.52 13,007,406.81   iFT  0.99991432   -0 17 36.2
 NF1558;UTM  16      - 4,725,795.077   680,478.598   MT  1.00000075   +1 29 34.1
 NF1558
 NF1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1558!SPC MI S     -   0.99996155  x   0.99991432  =   0.99987588
 NF1558!UTM  16      -   0.99996155  x   1.00000075  =   0.99996230
 NF1558
 NF1558|---------------------------------------------------------------------|
 NF1558| PID    Reference Object                     Distance      Geod. Az  |
 NF1558|                                                           dddmmss.s |
 NF1558| CH0603 23039 RM                                           16224     |
 NF1558| NF1559 23040                               APPROX. 1.4 KM 1800856.4 |
 NF1558|---------------------------------------------------------------------|
 NF1558
 NF1558                          SUPERSEDED SURVEY CONTROL
 NF1558
 NF1558  NAD 83(1986)-  42 39 48.46253(N)    084 47 52.06722(W) AD(       ) 2
 NF1558  NAD 27      -  42 39 48.33489(N)    084 47 52.11459(W) AD(       ) 2
 NF1558  NGVD 29 (07/19/86)  279.2    (m)          916.     (f) VERT ANG       
 NF1558
 NF1558.Superseded values are not recommended for survey control.
 NF1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1558.See file dsdata.txt to determine how the superseded data were derived.
 NF1558
 NF1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8047925795(NAD 83)
 NF1558_MARKER: DS = TRIANGULATION STATION DISK
 NF1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1558
 NF1558  HISTORY     - Date     Condition        Report By
 NF1558  HISTORY     - 1978     MONUMENTED       MIDH
 NF1558  HISTORY     - 19971109 MARK NOT FOUND   USPSQD
 NF1558
 NF1558                          STATION DESCRIPTION
 NF1558
 NF1558'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1558'STATION IS LOCATED 4.0 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1558'AND 7.3 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS
 NF1558'ALSO NEAR THE W 1/4 CORNER OF SECTION 9, T 3 N, R 4 W, BENTON TWP.,
 NF1558'EATON CO.
 NF1558'
 NF1558'TO REACH STATION FROM THE INTERSECTION OF M-100, A STATE HIGHWAY, AND
 NF1558'GRESHAM HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON
 NF1558'GRESHAM HWY. 3.05 MILES TO OTTO RD.  TURN RIGHT AND GO 1.64 MILES
 NF1558'NORTH ON OTTO RD. TO STATION ON RIGHT AS DESCRIBED.
 NF1558'
 NF1558'STATION MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23039 1978---
 NF1558'SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT 7 INCHES
 NF1558'BELOW GROUND SURFACE.  STATION IS LOCATED 135.4 FEET NORTHWEST OF A
 NF1558'POWER POLE, 133.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED
 NF1558'BRICK HOUSE, 122.3 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 NF1558'FOUNDATION OF AN OLD WOOD SHED, 2.2 FEET EAST OF THE EAST EDGE OF
 NF1558'METAL OF OTTO RD., AND 5.1 FEET WEST OF METAL WITNESS POST.
 NF1558'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED---FA ROW 23039 1978---
 NF1558'SET IN A IRREGULAR MASS OF CONCRETE 46 INCHES BELOW SURFACE.
 NF1558'
 NF1558'REFERENCE MARK IS A STANDARD ALUMINUM REFERENCE DISK STAMPED---23039
 NF1558'1978---SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1558'FLUSH WITH THE GROUND.  MARK IS 115.6 FEET SOUTHWEST OF A CONCRETE
 NF1558'FOUNDATION OF AN OLD WOOD SHED, 90.5 FEET WEST NORTHWEST OF A POWER
 NF1558'POLE, 10.0 FEET NORTH OF THE CENTERLINE OF A 12 FOOT GRAVEL FIELD
 NF1558'ENTRANCE DRIVE, 7.7 FEET EAST OF THE EAST EDGE OF METAL OF OTTO ROAD,
 NF1558'AND 4.1 FEET SOUTH OF METAL WITNESS POST.
 NF1558'
 NF1558'NO AZIMUTH MARK WAS SET AS MIDOT 23005 1976 AND MIDH 23040 1978 ARE
 NF1558'VISIBLE FROM GROUND LEVEL.
 NF1558
 NF1558                          STATION RECOVERY (1997)
 NF1558
 NF1558'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1559 ***********************************************************************
 NF1559  DESIGNATION -  23040
 NF1559  PID         -  NF1559
 NF1559  STATE/COUNTY-  MI/EATON
 NF1559  USGS QUAD   -  NEEDMORE (1980)
 NF1559
 NF1559                         *CURRENT SURVEY CONTROL
 NF1559  ___________________________________________________________________
 NF1559* NAD 83(1994)-  42 39 03.11504(N)    084 47 52.20921(W)     ADJUSTED  
 NF1559* NAVD 88     -       273.7    (meters)     898.     (feet)  VERTCON   
 NF1559  ___________________________________________________________________
 NF1559  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 NF1559  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1559
 NF1559  HORZ ORDER  -  SECOND
 NF1559
 NF1559.The horizontal coordinates were established by classical geodetic methods
 NF1559.and adjusted by the National Geodetic Survey in February 1997..
 NF1559
 NF1559.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1559
 NF1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1559
 NF1559.The geoid height was determined by GEOID03.
 NF1559
 NF1559;                    North         East     Units Scale Factor Converg.
 NF1559;SPC MI S     -   127,925.472 3,964,646.794   MT  0.99991519   -0 17 36.3
 NF1559;SPC MI S     -   419,702.99 13,007,371.37   iFT  0.99991519   -0 17 36.3
 NF1559;UTM  16      - 4,724,396.108   680,511.411   MT  1.00000090   +1 29 32.8
 NF1559
 NF1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1559!SPC MI S     -   0.99996240  x   0.99991519  =   0.99987759
 NF1559!UTM  16      -   0.99996240  x   1.00000090  =   0.99996330
 NF1559
 NF1559|---------------------------------------------------------------------|
 NF1559| PID    Reference Object                     Distance      Geod. Az  |
 NF1559|                                                           dddmmss.s |
 NF1559| CH0604 23040 RM                                           15156     |
 NF1559| NF1557 23041                               454.865 METERS 1782458.1 |
 NF1559|---------------------------------------------------------------------|
 NF1559
 NF1559                          SUPERSEDED SURVEY CONTROL
 NF1559
 NF1559  NAD 83(1986)-  42 39 03.11345(N)    084 47 52.22696(W) AD(       ) 2
 NF1559  NAD 27      -  42 39 02.98567(N)    084 47 52.27502(W) AD(       ) 2
 NF1559  NGVD 29 (07/19/86)  273.8    (m)          898.     (f) VERT ANG       
 NF1559
 NF1559.Superseded values are not recommended for survey control.
 NF1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1559.See file dsdata.txt to determine how the superseded data were derived.
 NF1559
 NF1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8051124396(NAD 83)
 NF1559_MARKER: DS = TRIANGULATION STATION DISK
 NF1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1559_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1559
 NF1559  HISTORY     - Date     Condition        Report By
 NF1559  HISTORY     - 1978     MONUMENTED       MIDH
 NF1559  HISTORY     - 19971109 GOOD             USPSQD
 NF1559
 NF1559                          STATION DESCRIPTION
 NF1559
 NF1559'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1559'STATION IS LOCATED 3.5 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1559'AND 6.5 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS IN
 NF1559'SECTION 17, T 3 N, R 4 W, BENTON TWP., EATON CO.
 NF1559'
 NF1559'TO REACH STATION FROM THE INTERSECTION OF STATE HWY. M-100 AND GRESHAM
 NF1559'HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON GRESHAM
 NF1559'HWY. 3.05 MILES TO OTTO ROAD.  TURN RIGHT AND GO 0.74 MILES NORTH TO
 NF1559'STATION AS DESCRIDED.
 NF1559'
 NF1559'STATION IS A STANDARD ALUMINUM MIDH DISK STAMPED---23040 1978---SET
 NF1559'INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT 7 INCHES BELOW
 NF1559'GROUND SURFACE.  MARK IS 71.4 FEET EAST SOUTHEAST OF THE SOUTHEAST
 NF1559'CORNER OF FOUNDATION OF HOUSE NUMBER 3747, 42.7 FEET NORTH OF
 NF1559'CENTERLINE OF A 8 FOOT GRAVEL DRIVE TO HOUSE, 26.0 FEET NORTHEAST OF A
 NF1559'18 INCH OAK, 4.0 FEET WEST OF THE WEST EDGE OF METAL OF OTTO ROAD AND
 NF1559'5.3 FEET EAST OF METAL WITNESS POST.  UNDERGROUND MARK IS A 2 INCH
 NF1559'BRASS DISK STAMPED---FA ROW 23040 1978---SET IN AN IRREGULAR MASS OF
 NF1559'CONCRETE 46 INCHES BELOW GROUND SURFACE.
 NF1559'
 NF1559'REFERENCE MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23040 1978
 NF1559'---SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1559'WITH GROUND SURFACE.  MARK IS 95.0 FEET NORTH OF THE EAST END OF A 12
 NF1559'INCH CORRUGATED METAL PIPE CULVERT, 66.6 FEET NORTHWEST OF A POWER
 NF1559'POLE, 42.5 FEET SOUTH OF A BELL TELEPHONE PEDESTAL, 14.8 FEET EAST OF
 NF1559'THE EAST EDGE OF METAL OF OTTO ROAD, AND 4.1 FEET SOUTH OF A METAL
 NF1559'WITNESS POST.
 NF1559'
 NF1559'NO AZIMUTH MARK WAS SET AS MIDH 23039 1978 AND MIDH 23041 1978 ARE
 NF1559'VISIBLE FROM GROUND LEVEL.
 NF1559
 NF1559                          STATION RECOVERY (1997)
 NF1559
 NF1559'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1557 ***********************************************************************
 NF1557  DESIGNATION -  23041
 NF1557  PID         -  NF1557
 NF1557  STATE/COUNTY-  MI/EATON
 NF1557  USGS QUAD   -  NEEDMORE (1980)
 NF1557
 NF1557                         *CURRENT SURVEY CONTROL
 NF1557  ___________________________________________________________________
 NF1557* NAD 83(1994)-  42 38 48.37969(N)    084 47 51.65729(W)     ADJUSTED  
 NF1557* NAVD 88     -       280.7    (meters)     921.     (feet)  VERTCON   
 NF1557  ___________________________________________________________________
 NF1557  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 NF1557  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1557
 NF1557  HORZ ORDER  -  SECOND
 NF1557
 NF1557.The horizontal coordinates were established by classical geodetic methods
 NF1557.and adjusted by the National Geodetic Survey in February 1997..
 NF1557
 NF1557.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1557
 NF1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1557
 NF1557.The geoid height was determined by GEOID03.
 NF1557
 NF1557;                    North         East     Units Scale Factor Converg.
 NF1557;SPC MI S     -   127,470.760 3,964,657.036   MT  0.99991548   -0 17 35.9
 NF1557;SPC MI S     -   418,211.15 13,007,404.97   iFT  0.99991548   -0 17 35.9
 NF1557;UTM  16      - 4,723,941.898   680,535.822   MT  1.00000101   +1 29 32.7
 NF1557
 NF1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1557!SPC MI S     -   0.99996130  x   0.99991548  =   0.99987679
 NF1557!UTM  16      -   0.99996130  x   1.00000101  =   0.99996231
 NF1557
 NF1557|---------------------------------------------------------------------|
 NF1557| PID    Reference Object                     Distance      Geod. Az  |
 NF1557|                                                           dddmmss.s |
 NF1557| CH0605 23041 RM                                           18301     |
 NF1557| NF1560 23010 MIDH AZIMUTH MARK             101.754 METERS 19353     |
 NF1557| NF1559 23040                               454.865 METERS 3582458.5 |
 NF1557|---------------------------------------------------------------------|
 NF1557
 NF1557                          SUPERSEDED SURVEY CONTROL
 NF1557
 NF1557  NAD 83(1986)-  42 38 48.37812(N)    084 47 51.67503(W) AD(       ) 2
 NF1557  NAD 27      -  42 38 48.25046(N)    084 47 51.72315(W) AD(       ) 2
 NF1557  NGVD 29 (07/19/86)  280.8    (m)          921.     (f) VERT ANG       
 NF1557
 NF1557.Superseded values are not recommended for survey control.
 NF1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1557.See file dsdata.txt to determine how the superseded data were derived.
 NF1557
 NF1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8053623942(NAD 83)
 NF1557_MARKER: DS = TRIANGULATION STATION DISK
 NF1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1557_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1557
 NF1557  HISTORY     - Date     Condition        Report By
 NF1557  HISTORY     - 1978     MONUMENTED       MIDH
 NF1557  HISTORY     - 19971109 GOOD             USPSQD
 NF1557
 NF1557                          STATION DESCRIPTION
 NF1557
 NF1557'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1557'STATION IS LOCATED 3.3 MILES NORTHWEST OF THE VILLAGE OF POTTERVILLE
 NF1557'AND 6.3 MILES NORTH NORTHEAST OF THE CITY OF CHARLOTTE.  STATION IS IN
 NF1557'SECTION 16, T 3 N, P 4 W, BENTON TWP., EATON CO..
 NF1557'TO REACH STATION FROM THE INTERSECTION OF STATE HWY. M-100 AND GRESHAM
 NF1557'HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON GRESHAM
 NF1557'HWY. 3.05 MILES TO OTTO ROAD.  TURN RIGHT ON OTTO ROAD AND GO NORTH
 NF1557'0.44 MILES TO STATION ON THE RIGHT AS DESCRIBED.
 NF1557'
 NF1557'STATION IS A STANDARD ALUMINUM MIDH DISK STAMPED---23041-1978---SET IN
 NF1557'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH GROUND
 NF1557'SURFACE.  MARK IS LOCATED 333.8 FEET NORTHEAST OF 23010 AZIMUTH MARK,
 NF1557'138.0 FEET WEST SOUTHWEST OF A POWER POLE, 8.7 FEET EAST OF THE EAST
 NF1557'EDGE OF METAL OF OTTO ROAD, 8.3 FEET SOUTH SOUTHWEST OF THE SOUTH END
 NF1557'OF A 12 INCH CORRUGATED METAL PIPE CULVERT, AND 6.1 FEET WEST OF METAL
 NF1557'WITNESS POST.  UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED---FA -
 NF1557'ROW - 23041 - 1978---SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NF1557'BELOW GROUND SURFACE.
 NF1557'
 NF1557'REFERENCE MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23041-1978--
 NF1557'-SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 NF1557'PROJECTING 2 INCHES ABOVE GROUND SURFACE.  MARK IS 150.8 FEET WEST
 NF1557'SOUTHWEST OF A POWER POLE, 36.7 FEET SOUTH SOUTHWEST OF SOUTH END OF
 NF1557'A 12 INCH CORRUGATED METAL PIPE CULVERT, AND 7.0 FEET EAST OF EAST
 NF1557'EDGE OF METAL OF OTTO ROAD.  MARK IS 4.1 FEET NORTH NORTHEAST OF METAL
 NF1557'WITNESS POST.
 NF1557'
 NF1557'NO AZIMUTH MARK WAS SET AS MIDOT 23010, MIDOT 23010 AZIMUTH, AND MIDH
 NF1557'23040 ARE VISIBLE FROM GROUND LEVEL.
 NF1557
 NF1557                          STATION RECOVERY (1997)
 NF1557
 NF1557'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1556 ***********************************************************************
 NF1556  DESIGNATION -  23042
 NF1556  PID         -  NF1556
 NF1556  STATE/COUNTY-  MI/EATON
 NF1556  USGS QUAD   -  NEEDMORE (1980)
 NF1556
 NF1556                         *CURRENT SURVEY CONTROL
 NF1556  ___________________________________________________________________
 NF1556* NAD 83(1994)-  42 38 25.29854(N)    084 47 50.99671(W)     ADJUSTED  
 NF1556* NAVD 88     -       283.5    (meters)     930.     (feet)  VERTCON   
 NF1556  ___________________________________________________________________
 NF1556  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 NF1556  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1556
 NF1556  HORZ ORDER  -  SECOND
 NF1556
 NF1556.The horizontal coordinates were established by classical geodetic methods
 NF1556.and adjusted by the National Geodetic Survey in February 1997..
 NF1556
 NF1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1556
 NF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1556
 NF1556.The geoid height was determined by GEOID03.
 NF1556
 NF1556;                    North         East     Units Scale Factor Converg.
 NF1556;SPC MI S     -   126,758.534 3,964,668.439   MT  0.99991595   -0 17 35.5
 NF1556;SPC MI S     -   415,874.46 13,007,442.39   iFT  0.99991595   -0 17 35.5
 NF1556;UTM  16      - 4,723,230.312   680,569.414   MT  1.00000116   +1 29 32.5
 NF1556
 NF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1556!SPC MI S     -   0.99996087  x   0.99991595  =   0.99987682
 NF1556!UTM  16      -   0.99996087  x   1.00000116  =   0.99996203
 NF1556
 NF1556|---------------------------------------------------------------------|
 NF1556| PID    Reference Object                     Distance      Geod. Az  |
 NF1556|                                                           dddmmss.s |
 NF1556| CH0606 23042 RM                                           10810     |
 NF1556| NF1545 23010                               415.844 METERS 2721312.8 |
 NF1556| NF1560 23010 MIDH AZIMUTH MARK             APPROX. 0.6 KM 3561904.4 |
 NF1556|---------------------------------------------------------------------|
 NF1556
 NF1556                          SUPERSEDED SURVEY CONTROL
 NF1556
 NF1556  NAD 83(1986)-  42 38 25.29698(N)    084 47 51.01442(W) AD(       ) 2
 NF1556  NAD 27      -  42 38 25.16936(N)    084 47 51.06223(W) AD(       ) 2
 NF1556  NGVD 29 (07/19/86)  283.6    (m)          930.     (f) VERT ANG       
 NF1556
 NF1556.Superseded values are not recommended for survey control.
 NF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1556.See file dsdata.txt to determine how the superseded data were derived.
 NF1556
 NF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8056923230(NAD 83)
 NF1556_MARKER: DS = TRIANGULATION STATION DISK
 NF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1556
 NF1556  HISTORY     - Date     Condition        Report By
 NF1556  HISTORY     - 1978     MONUMENTED       MIDH
 NF1556
 NF1556                          STATION DESCRIPTION
 NF1556
 NF1556'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (ELM)
 NF1556'STATION IS LOCATED 1.0 MILE NORTH AND 3.1 MILES WEST OF THE VILLAGE OF
 NF1556'POTTERVILLE AND NEAR THE NORTHWEST CORNER OF SECTION 21, T 3 N, R 4 W,
 NF1556'BENTON TWP., EATON CO..
 NF1556'
 NF1556'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY M-100 AND
 NF1556'GRESHAM HWY. AT THE NORTH VILLAGE LIMITS OF POTTERVILLE, GO WEST ON
 NF1556'GRESHAM HWY. 3.05 MILES TO STATION ON LEFT AS DESCRIBED.
 NF1556'
 NF1556'STATION IS A STANDARD ALUMINUM MIDH DISK STAMPED---23042-1978---SET IN
 NF1556'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH GROUND
 NF1556'SURFACE.  MARK IS LOCATED 65.5 FEET SOUTHEAST OF MONUMENT BOX IN THE
 NF1556'CENTERLINE OF GRESHAM HWY. AND OTTO RD., 59.5 FEET EAST OF THE
 NF1556'CENTERLINE OF OTTO RD., 41.0 FEET NORTH OF A POWER POLE, 24.5 FEET
 NF1556'SOUTH OF THE CENTERLINE OF GRESHAM HWY., AND 4.9 FEET NORTH OF METAL
 NF1556'WITNESS POST.  UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED---FA -
 NF1556'ROW - 23042 - 1978---SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NF1556'BELOW GROUND SURFACE.
 NF1556'
 NF1556'REFERENCE MARK IS A STANDARD ALUMINUM MIDH DISK STAMPED---23042 - 1978
 NF1556'---SET INTO THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1556'WITH GROUND SURFACE.  MARK IS 88.5 FEET EAST OF THE CENTERLINE OF OTTO
 NF1556'ROAD, 56.5 FEET SOUTH SOUTHEAST OF BELL TELEPHONE CABLE ROUTE MARKER,
 NF1556'42.0 FEET NORTHEAST OF A POWERPOLE, 33.0 FEET SOUTH OF THE CENTERLINE
 NF1556'OF GRESHAM HWY., AND 5.1 FEET EAST NORTHEAST OF METAL WITNESS POST.
 NF1556'
 NF1556'NO AZIMUTH MARK WAS SET AS MIDOT 23010, MIDOT 23010 AZIMUTH, AND
 NF1556'GIDNER ARE VISIBLE FROM GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0070 ***********************************************************************
 RH0070  DESIGNATION -  231 UDP+064
 RH0070  PID         -  RH0070
 RH0070  STATE/COUNTY-  MI/CHIPPEWA
 RH0070  USGS QUAD   -  BURNT ISLAND (1994)
 RH0070
 RH0070                         *CURRENT SURVEY CONTROL
 RH0070  ___________________________________________________________________
 RH0070* NAD 83(1994)-  46 00 32.92470(N)    083 51 58.62448(W)     ADJUSTED  
 RH0070* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RH0070  ___________________________________________________________________
 RH0070  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 RH0070  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 RH0070
 RH0070  HORZ ORDER  -  SECOND
 RH0070
 RH0070.The horizontal coordinates were established by classical geodetic methods
 RH0070.and adjusted by the National Geodetic Survey in February 1997..
 RH0070
 RH0070.The orthometric height was scaled from a topographic map.
 RH0070
 RH0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0070
 RH0070.The geoid height was determined by GEOID03.
 RH0070
 RH0070;                    North         East     Units Scale Factor Converg.
 RH0070;SPC MI N     -   141,038.109 8,242,623.953   MT  0.99991439   +2 15 54.1
 RH0070;SPC MI N     -   462,723.45 27,042,729.50   iFT  0.99991439   +2 15 54.1
 RH0070;UTM  17      - 5,099,058.591   278,096.674   MT  1.00020538   -2 03 46.8
 RH0070
 RH0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0070!SPC MI N     -   0.99997787  x   0.99991439  =   0.99989227
 RH0070!UTM  17      -   0.99997787  x   1.00020538  =   1.00018325
 RH0070
 RH0070                          SUPERSEDED SURVEY CONTROL
 RH0070
 RH0070  NAD 83(1986)-  46 00 32.91192(N)    083 51 58.61754(W) AD(       ) 2
 RH0070
 RH0070.Superseded values are not recommended for survey control.
 RH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0070.See file dsdata.txt to determine how the superseded data were derived.
 RH0070
 RH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7809799059(NAD 83)
 RH0070_MARKER: DS = TRIANGULATION STATION DISK
 RH0070_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0070+WITH SETTING: INFORMATION.
 RH0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0070
 RH0070  HISTORY     - Date     Condition        Report By
 RH0070  HISTORY     - 1988     MONUMENTED       USE
 RH0070
 RH0070                          STATION DESCRIPTION
 RH0070
 RH0070'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0070'THE STATION IS LOCATED ABOUT 65.5 KM (40.7 MI) SOUTH-SOUTHEAST OF
 RH0070'SAULT STE MARIE, 61.8 KM (38.4 MI) EAST-SOUTHEAST OF RUDYARD,
 RH0070'3.7 KM
 RH0070'(2.3 MI) NORTHEAST OF DETOUR VILLAGE ON DRUMMOND ISLAND IN PART OF
 RH0070'GOVT LOT 1, SEC 25, T42N-R4E.
 RH0070'OWNERSHIP---EDWARD C. AND SHARLENE B. ZEERIP
 RH0070'
 RH0070'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 RH0070'SOUTH FOR 1.6 KM (1.0 MI) ON HIGHWAY 134 TO THE PUBLIC BOAT LAUNCH.
 RH0070'TRAVEL BY BOAT UPRIVER FOR 20 MINUTES
 RH0070'ON THE EAST SIDE OF THE RIVER TO BLACK
 RH0070'ROCK POINT AND THE STATION.
 RH0070'
 RH0070'THE STATION IS A STANDARD USLS BRASS CAP THAT IS
 RH0070'STAMPED---231---, SET INTO A CONCRETE CYLINDER
 RH0070'AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RH0070'UNDER A
 RH0070'WOODEN NAVIGATION TRIPOD
 RH0070'61.0 METERS
 RH0070'(200 FT) SOUTHWEST OF THE POINT AND 12.2 METERS (40 FT) FROM THE
 RH0070'WATERS EDGE.
 RH0070'
 RH0070'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0045 ***********************************************************************
 NF0045  DESIGNATION -  235 1/2
 NF0045  PID         -  NF0045
 NF0045  STATE/COUNTY-  MI/SHIAWASSEE
 NF0045  USGS QUAD   -  SHAFTSBURG (1972)
 NF0045
 NF0045                         *CURRENT SURVEY CONTROL
 NF0045  ___________________________________________________________________
 NF0045* NAD 83(1986)-  42 47 46.     (N)    084 18 00.     (W)     SCALED    
 NF0045* NAVD 88     -       265.661  (meters)     871.59   (feet)  ADJUSTED  
 NF0045  ___________________________________________________________________
 NF0045  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF0045  DYNAMIC HT  -         265.594 (meters)     871.37  (feet)  COMP
 NF0045  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 NF0045
 NF0045  VERT ORDER  -  SECOND    CLASS 0
 NF0045
 NF0045.The horizontal coordinates were scaled from a topographic map and have
 NF0045.an estimated accuracy of +/- 6 seconds.
 NF0045
 NF0045.The orthometric height was determined by differential leveling
 NF0045.and adjusted by the National Geodetic Survey in June 1991..
 NF0045
 NF0045.The geoid height was determined by GEOID03.
 NF0045
 NF0045.The dynamic height is computed by dividing the NAVD 88
 NF0045.geopotential number by the normal gravity value computed on the
 NF0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0045.degrees latitude (g = 980.6199 gals.).
 NF0045
 NF0045.The modeled gravity was interpolated from observed gravity values.
 NF0045
 NF0045;                    North         East    Units  Estimated Accuracy
 NF0045;SPC MI S     -   143,970.    4,005,450.      MT  (+/- 180 meters Scaled)
 NF0045
 NF0045                          SUPERSEDED SURVEY CONTROL
 NF0045
 NF0045  NGVD 29 (??/??/92)  265.794  (m)          872.03   (f) ADJ UNCH    2 0
 NF0045
 NF0045.Superseded values are not recommended for survey control.
 NF0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0045.See file dsdata.txt to determine how the superseded data were derived.
 NF0045
 NF0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN208417(NAD 83)
 NF0045_MARKER: B = BOLT
 NF0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0045_STAMPING: 235-1/2
 NF0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0045+STABILITY: SURFACE MOTION
 NF0045
 NF0045  HISTORY     - Date     Condition        Report By
 NF0045  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0045  HISTORY     - 1934     GOOD             NGS
 NF0045  HISTORY     - 1970     GOOD             NGS
 NF0045  HISTORY     - 1976     GOOD             NGS
 NF0045
 NF0045                          STATION DESCRIPTION
 NF0045
 NF0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0045'AT SHAFTSBURG.
 NF0045'AT SHAFTSBURG, SHIAWASSEE COUNTY, 388 YARDS WEST OF THE WEST END
 NF0045'OF THE GRAND TRUNK WESTERN RAILROAD STATION, 412 YARDS EAST OF
 NF0045'THE WEST END OF BRIDGE 235.25, 17 YARDS WEST OF A WHISTLE POST,
 NF0045'29.7 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 1.4
 NF0045'FEET SOUTHWEST OF A POLE.  A COPPER BOLT, STAMPED 235-1/2 AND
 NF0045'SET IN THE TOP OF A CONCRETE POST.
 NF0045
 NF0045                          STATION RECOVERY (1970)
 NF0045
 NF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0045'RECOVERED IN GOOD CONDITION.
 NF0045
 NF0045                          STATION RECOVERY (1976)
 NF0045
 NF0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0046 ***********************************************************************
 NF0046  DESIGNATION -  235 1/4
 NF0046  PID         -  NF0046
 NF0046  STATE/COUNTY-  MI/SHIAWASSEE
 NF0046  USGS QUAD   -  SHAFTSBURG (1972)
 NF0046
 NF0046                         *CURRENT SURVEY CONTROL
 NF0046  ___________________________________________________________________
 NF0046* NAD 83(1986)-  42 47 39.     (N)    084 18 13.     (W)     SCALED    
 NF0046* NAVD 88     -       267.264  (meters)     876.85   (feet)  ADJUSTED  
 NF0046  ___________________________________________________________________
 NF0046  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF0046  DYNAMIC HT  -         267.197 (meters)     876.63  (feet)  COMP
 NF0046  MODELED GRAV-     980,360.2   (mgal)                       NAVD 88
 NF0046
 NF0046  VERT ORDER  -  SECOND    CLASS 0
 NF0046
 NF0046.The horizontal coordinates were scaled from a topographic map and have
 NF0046.an estimated accuracy of +/- 6 seconds.
 NF0046
 NF0046.The orthometric height was determined by differential leveling
 NF0046.and adjusted by the National Geodetic Survey in June 1991..
 NF0046
 NF0046.The geoid height was determined by GEOID03.
 NF0046
 NF0046.The dynamic height is computed by dividing the NAVD 88
 NF0046.geopotential number by the normal gravity value computed on the
 NF0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0046.degrees latitude (g = 980.6199 gals.).
 NF0046
 NF0046.The modeled gravity was interpolated from observed gravity values.
 NF0046
 NF0046;                    North         East    Units  Estimated Accuracy
 NF0046;SPC MI S     -   143,750.    4,005,160.      MT  (+/- 180 meters Scaled)
 NF0046
 NF0046                          SUPERSEDED SURVEY CONTROL
 NF0046
 NF0046  NGVD 29 (??/??/92)  267.397  (m)          877.28   (f) ADJ UNCH    2 0
 NF0046
 NF0046.Superseded values are not recommended for survey control.
 NF0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0046.See file dsdata.txt to determine how the superseded data were derived.
 NF0046
 NF0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN205414(NAD 83)
 NF0046_MARKER: B = BOLT
 NF0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0046_SP_SET: PIER
 NF0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0046
 NF0046  HISTORY     - Date     Condition        Report By
 NF0046  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0046  HISTORY     - 1934     GOOD             NGS
 NF0046  HISTORY     - 1976     GOOD             NGS
 NF0046
 NF0046                          STATION DESCRIPTION
 NF0046
 NF0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0046'AT SHAFTSBURG.
 NF0046'AT SHAFTSBURG, SHIAWASSEE COUNTY, 800 YARDS WEST OF THE WEST
 NF0046'END OF THE GRAND TRUNK WESTERN RAILROAD PASSENGER STATION, AT
 NF0046'BRIDGE 235.25, IN THE TOP OF A SOUTHWEST PIER, 1.3 FEET SOUTHEAST
 NF0046'OF THE NORTHWEST CORNER, 6 FEET SOUTH OF THE SOUTH RAIL OF THE
 NF0046'SOUTH TRACK, AND 0.5 FEET HIGHER THAN THE TOP OF THE RAIL.
 NF0046'A COPPER BOLT.
 NF0046
 NF0046                          STATION RECOVERY (1976)
 NF0046
 NF0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0352 ***********************************************************************
 QJ0352  DESIGNATION -  235 UDP+140
 QJ0352  PID         -  QJ0352
 QJ0352  STATE/COUNTY-  MI/CHIPPEWA
 QJ0352  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0352
 QJ0352                         *CURRENT SURVEY CONTROL
 QJ0352  ___________________________________________________________________
 QJ0352* NAD 83(1994)-  45 59 16.97696(N)    083 52 41.70494(W)     ADJUSTED  
 QJ0352* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 QJ0352  ___________________________________________________________________
 QJ0352  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 QJ0352  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 QJ0352
 QJ0352  HORZ ORDER  -  SECOND
 QJ0352
 QJ0352.The horizontal coordinates were established by classical geodetic methods
 QJ0352.and adjusted by the National Geodetic Survey in February 1997..
 QJ0352
 QJ0352.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0352
 QJ0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0352
 QJ0352.The geoid height was determined by GEOID03.
 QJ0352
 QJ0352;                    North         East     Units Scale Factor Converg.
 QJ0352;SPC MI N     -   138,658.655 8,241,790.233   MT  0.99991622   +2 15 22.9
 QJ0352;SPC MI N     -   454,916.85 27,039,994.20   iFT  0.99991622   +2 15 22.9
 QJ0352;UTM  17      - 5,096,748.156   277,085.482   MT  1.00021091   -2 04 15.1
 QJ0352
 QJ0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0352!SPC MI N     -   0.99997778  x   0.99991622  =   0.99989401
 QJ0352!UTM  17      -   0.99997778  x   1.00021091  =   1.00018869
 QJ0352
 QJ0352                          SUPERSEDED SURVEY CONTROL
 QJ0352
 QJ0352  NAD 83(1986)-  45 59 16.96429(N)    083 52 41.69795(W) AD(       ) 2
 QJ0352  NGVD 29 (05/22/90)  178.6    (m)          586.     (f) VERT ANG       
 QJ0352
 QJ0352.Superseded values are not recommended for survey control.
 QJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0352.See file dsdata.txt to determine how the superseded data were derived.
 QJ0352
 QJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7708596748(NAD 83)
 QJ0352_MARKER: DS = TRIANGULATION STATION DISK
 QJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0352_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0352+STABILITY: SURFACE MOTION
 QJ0352
 QJ0352  HISTORY     - Date     Condition        Report By
 QJ0352  HISTORY     - 1988     MONUMENTED       USE
 QJ0352  HISTORY     - 20050810 GOOD             MIDT
 QJ0352
 QJ0352                          STATION DESCRIPTION
 QJ0352
 QJ0352'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0352'THE STATION IS LOCATED ABOUT 66.9 KM (41.6 MI) SOUTH-SOUTHEAST OF
 QJ0352'SAULT STE MARIE
 QJ0352'62.1 KM (38.6 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0352'2.1 KM (1.3 MI) EAST-SOUTHEAST OF DETOUR VILLAGE
 QJ0352'ON DRUMMOND ISLAND IN GOVT LOT 4, SEC 36, T42N-R4E.
 QJ0352'OWNERSHIP--SSSS
 QJ0352'
 QJ0352'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0352'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH.
 QJ0352'TRAVEL BY BOAT UPRIVER FOR 10 MINUTES CROSSING THE RIVER TO THE
 QJ0352'DRUMMOND ISLAND FERRY LANDING AND THE STATION.
 QJ0352'
 QJ0352'THE STATION IS A STANDARD USLS DISK
 QJ0352'THAT IS ---UNSTAMPED---,
 QJ0352'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 QJ0352'15 CM (6 IN) IN DIAMETER FLUSH WITH GROUND.  LOCATED 91.4 METERS
 QJ0352'(300 FT) SOUTH FROM THE DRUMMOND ISLAND FERRY LANDING AND,
 QJ0352'APPROXMATELY 12.2 M (40 FEET) FROM THE WATERS EDGE.
 QJ0352'
 QJ0352'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 QJ0352
 QJ0352                          STATION RECOVERY (2005)
 QJ0352
 QJ0352'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (GAS)
 QJ0352'NEW DESCRIPTION FOLLOWS, LOCATED 29.5 FEET NORTHWEST OF A 9 X 12 FOOT
 QJ0352'BOULDER. BOULDER IS 212 FEET SOUTH OF THE SOUTHERLY EDGE OF THE
 QJ0352'BITUMINOUS MATERIAL AT THE DRUMMOND ISLAND FERRY LANDING.  DISC IS
 QJ0352'ALSO 3 FEET WEST OF A WALKING PATH RUNNING NORTH-SOUTH.  DISC IS
 QJ0352'STAMPED 235.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0043 ***********************************************************************
 NF0043  DESIGNATION -  236 1/2
 NF0043  PID         -  NF0043
 NF0043  STATE/COUNTY-  MI/SHIAWASSEE
 NF0043  USGS QUAD   -  SHAFTSBURG (1972)
 NF0043
 NF0043                         *CURRENT SURVEY CONTROL
 NF0043  ___________________________________________________________________
 NF0043* NAD 83(1986)-  42 48 18.     (N)    084 16 57.     (W)     SCALED    
 NF0043* NAVD 88     -       267.829  (meters)     878.70   (feet)  ADJUSTED  
 NF0043  ___________________________________________________________________
 NF0043  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NF0043  DYNAMIC HT  -         267.762 (meters)     878.48  (feet)  COMP
 NF0043  MODELED GRAV-     980,363.0   (mgal)                       NAVD 88
 NF0043
 NF0043  VERT ORDER  -  SECOND    CLASS 0
 NF0043
 NF0043.The horizontal coordinates were scaled from a topographic map and have
 NF0043.an estimated accuracy of +/- 6 seconds.
 NF0043
 NF0043.The orthometric height was determined by differential leveling
 NF0043.and adjusted by the National Geodetic Survey in June 1991..
 NF0043
 NF0043.The geoid height was determined by GEOID03.
 NF0043
 NF0043.The dynamic height is computed by dividing the NAVD 88
 NF0043.geopotential number by the normal gravity value computed on the
 NF0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0043.degrees latitude (g = 980.6199 gals.).
 NF0043
 NF0043.The modeled gravity was interpolated from observed gravity values.
 NF0043
 NF0043;                    North         East    Units  Estimated Accuracy
 NF0043;SPC MI S     -   144,960.    4,006,880.      MT  (+/- 180 meters Scaled)
 NF0043
 NF0043                          SUPERSEDED SURVEY CONTROL
 NF0043
 NF0043  NGVD 29 (??/??/92)  267.962  (m)          879.14   (f) ADJ UNCH    2 0
 NF0043
 NF0043.Superseded values are not recommended for survey control.
 NF0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0043.See file dsdata.txt to determine how the superseded data were derived.
 NF0043
 NF0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN222427(NAD 83)
 NF0043_MARKER: B = BOLT
 NF0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0043_STAMPING: 236 1/2
 NF0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0043+STABILITY: SURFACE MOTION
 NF0043
 NF0043  HISTORY     - Date     Condition        Report By
 NF0043  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0043  HISTORY     - 1934     GOOD             NGS
 NF0043  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0043
 NF0043                          STATION DESCRIPTION
 NF0043
 NF0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0043'0.9 MI E FROM SHAFTSBURG.
 NF0043'0.9 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0043'STATION AT SHAFTSBURG, SHIAWASSEE COUNTY, 0.5 MILES WEST OF
 NF0043'MILEPOST C 237, 150 YARDS EAST OF THE CENTER OF THE ROAD CROSSING,
 NF0043'26.2 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, AND 1.7
 NF0043'FEET NORTH OF THE RIGHT- OF- WAY FENCE.  A COPPER BOLT, STAMPED
 NF0043'236 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0043
 NF0043                          STATION RECOVERY (1976)
 NF0043
 NF0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0353 ***********************************************************************
 QJ0353  DESIGNATION -  237 UDP+198
 QJ0353  PID         -  QJ0353
 QJ0353  STATE/COUNTY-  MI/CHIPPEWA
 QJ0353  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0353
 QJ0353                         *CURRENT SURVEY CONTROL
 QJ0353  ___________________________________________________________________
 QJ0353* NAD 83(1994)-  45 58 21.91908(N)    083 52 59.85349(W)     ADJUSTED  
 QJ0353* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QJ0353  ___________________________________________________________________
 QJ0353  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 QJ0353  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 QJ0353
 QJ0353  HORZ ORDER  -  SECOND
 QJ0353
 QJ0353.The horizontal coordinates were established by classical geodetic methods
 QJ0353.and adjusted by the National Geodetic Survey in February 1997..
 QJ0353
 QJ0353.The orthometric height was scaled from a topographic map.
 QJ0353
 QJ0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0353
 QJ0353.The geoid height was determined by GEOID03.
 QJ0353
 QJ0353;                    North         East     Units Scale Factor Converg.
 QJ0353;SPC MI N     -   136,944.819 8,241,466.785   MT  0.99991764   +2 15 09.8
 QJ0353;SPC MI N     -   449,294.03 27,038,933.02   iFT  0.99991764   +2 15 09.8
 QJ0353;UTM  17      - 5,095,063.111   276,633.517   MT  1.00021339   -2 04 26.3
 QJ0353
 QJ0353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0353!SPC MI N     -   0.99997756  x   0.99991764  =   0.99989520
 QJ0353!UTM  17      -   0.99997756  x   1.00021339  =   1.00019094
 QJ0353
 QJ0353                          SUPERSEDED SURVEY CONTROL
 QJ0353
 QJ0353  NAD 83(1986)-  45 58 21.90630(N)    083 52 59.84635(W) AD(       ) 2
 QJ0353
 QJ0353.Superseded values are not recommended for survey control.
 QJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0353.See file dsdata.txt to determine how the superseded data were derived.
 QJ0353
 QJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7663495063(NAD 83)
 QJ0353_MARKER: DS = TRIANGULATION STATION DISK
 QJ0353_SETTING: 80 = SET IN A BOULDER
 QJ0353_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QJ0353_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0353+STABILITY: SURFACE MOTION
 QJ0353
 QJ0353  HISTORY     - Date     Condition        Report By
 QJ0353  HISTORY     - 1988     MONUMENTED       USE
 QJ0353
 QJ0353                          STATION DESCRIPTION
 QJ0353
 QJ0353'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0353'THE STATION IS LOCATED ABOUT 68.2 KM (42.4 MI) SOUTH-SOUTHEAST OF
 QJ0353'SAULT STE MARIE
 QJ0353'62.4 KM (38.8 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0353'1.9 KM (1.2 MI) SOUTHEAST OF DETOUR VILLAGE
 QJ0353'IN GOVT LOT 4, SEC 1, T41N-R4E.
 QJ0353'OWNERSHIP---WILLIAM R. BRYANT, JR AND LOIS A BRYANT.
 QJ0353'
 QJ0353'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0353'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH,
 QJ0353'TRAVEL BY BOAT ACROSS THE ST MARYS RIVER AND UPRIVER FOR
 QJ0353'APPROXIMATELY 10 MINUTES TO A LOG HOME ON THE EAST SHORE AND THE
 QJ0353'STATION IN FRONT.
 QJ0353'
 QJ0353'THE STATION IS A STANDARD COE DISK
 QJ0353'STAMPED---UPD+198---,
 QJ0353'SET INTO A ROCK LOCATED 18.3 METERS (60 FT) FROM THE SHORE, IN
 QJ0353'FRONT OF A LOG HOME OWNED BY WILLIAM A BRYANT, JR.
 QJ0353'
 QJ0353'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0212 ***********************************************************************
 RJ0212  DESIGNATION -  238
 RJ0212  PID         -  RJ0212
 RJ0212  STATE/COUNTY-  MI/CHIPPEWA
 RJ0212  USGS QUAD   -  GOETZVILLE (1976)
 RJ0212
 RJ0212                         *CURRENT SURVEY CONTROL
 RJ0212  ___________________________________________________________________
 RJ0212* NAD 83(1986)-  46 20 10.     (N)    084 07 28.     (W)     SCALED    
 RJ0212* NAVD 88     -       194.769  (meters)     639.00   (feet)  ADJUSTED  
 RJ0212  ___________________________________________________________________
 RJ0212  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0212  DYNAMIC HT  -         194.779 (meters)     639.04  (feet)  COMP
 RJ0212  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 RJ0212
 RJ0212  VERT ORDER  -  FIRST     CLASS I
 RJ0212
 RJ0212.The horizontal coordinates were scaled from a topographic map and have
 RJ0212.an estimated accuracy of +/- 6 seconds.
 RJ0212
 RJ0212.The orthometric height was determined by differential leveling
 RJ0212.and adjusted by the National Geodetic Survey in June 1991..
 RJ0212
 RJ0212.The geoid height was determined by GEOID03.
 RJ0212
 RJ0212.The dynamic height is computed by dividing the NAVD 88
 RJ0212.geopotential number by the normal gravity value computed on the
 RJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0212.degrees latitude (g = 980.6199 gals.).
 RJ0212
 RJ0212.The modeled gravity was interpolated from observed gravity values.
 RJ0212
 RJ0212;                    North         East    Units  Estimated Accuracy
 RJ0212;SPC MI N     -   176,600.    8,221,330.      MT  (+/- 180 meters Scaled)
 RJ0212
 RJ0212                          SUPERSEDED SURVEY CONTROL
 RJ0212
 RJ0212  NGVD 29 (??/??/92)  194.752  (m)          638.95   (f) ADJ UNCH    1 1
 RJ0212
 RJ0212.Superseded values are not recommended for survey control.
 RJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0212.See file dsdata.txt to determine how the superseded data were derived.
 RJ0212
 RJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS213354(NAD 83)
 RJ0212_MARKER: Z = SEE DESCRIPTION
 RJ0212_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0212+WITH SETTING: INTO GROUND
 RJ0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0212+STABILITY: SURFACE MOTION
 RJ0212
 RJ0212  HISTORY     - Date     Condition        Report By
 RJ0212  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0212  HISTORY     - 1969     GOOD             USLS
 RJ0212  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0212
 RJ0212                          STATION DESCRIPTION
 RJ0212
 RJ0212'DESCRIBED BY US LAKE SURVEY 1969
 RJ0212'AT SUGAR ISLAND.
 RJ0212'238, IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM THE
 RJ0212'FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT,
 RJ0212'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0212'GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT,
 RJ0212'GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT
 RJ0212'AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN SOUTH 1.6 MILES,
 RJ0212'THEN SOUTHEAST 2.1 MILES TO SERVICE ROAD ON LEFT, 27 FEET
 RJ0212'NORTHEAST OF CENTERLINE OF ROAD, 7 FEET SOUTHEAST OF CENTERLINE
 RJ0212'OF SERVICE ROAD, 5.0 FEET NORTHWEST OF UTILITY POLE NO. SU
 RJ0212'I-238, 1-FOOT BELOW THE GROUND SURFACE, BEING THE HIGHEST
 RJ0212'POINT ON TOP OF AN 3/8-INCH DIAMETER IRON ROD, 6 FEET LONG.
 RJ0212
 RJ0212                          STATION RECOVERY (1983)
 RJ0212
 RJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0212'NOT RECOVERED, APPEARS A TELEPHONE JUNCTION BOX SLAB HAS BEEN PLACED
 RJ0212'OVER RECOVERY SPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0042 ***********************************************************************
 NF0042  DESIGNATION -  238 1/2
 NF0042  PID         -  NF0042
 NF0042  STATE/COUNTY-  MI/SHIAWASSEE
 NF0042  USGS QUAD   -  PERRY (1972)
 NF0042
 NF0042                         *CURRENT SURVEY CONTROL
 NF0042  ___________________________________________________________________
 NF0042* NAD 83(1986)-  42 49 04.     (N)    084 14 44.     (W)     SCALED    
 NF0042* NAVD 88     -       267.338  (meters)     877.09   (feet)  ADJUSTED  
 NF0042  ___________________________________________________________________
 NF0042  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0042  DYNAMIC HT  -         267.272 (meters)     876.87  (feet)  COMP
 NF0042  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 NF0042
 NF0042  VERT ORDER  -  SECOND    CLASS 0
 NF0042
 NF0042.The horizontal coordinates were scaled from a topographic map and have
 NF0042.an estimated accuracy of +/- 6 seconds.
 NF0042
 NF0042.The orthometric height was determined by differential leveling
 NF0042.and adjusted by the National Geodetic Survey in June 1991..
 NF0042
 NF0042.The geoid height was determined by GEOID03.
 NF0042
 NF0042.The dynamic height is computed by dividing the NAVD 88
 NF0042.geopotential number by the normal gravity value computed on the
 NF0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0042.degrees latitude (g = 980.6199 gals.).
 NF0042
 NF0042.The modeled gravity was interpolated from observed gravity values.
 NF0042
 NF0042;                    North         East    Units  Estimated Accuracy
 NF0042;SPC MI S     -   146,380.    4,009,900.      MT  (+/- 180 meters Scaled)
 NF0042
 NF0042                          SUPERSEDED SURVEY CONTROL
 NF0042
 NF0042  NGVD 29 (??/??/92)  267.472  (m)          877.53   (f) ADJ UNCH    2 0
 NF0042
 NF0042.Superseded values are not recommended for survey control.
 NF0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0042.See file dsdata.txt to determine how the superseded data were derived.
 NF0042
 NF0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN251442(NAD 83)
 NF0042_MARKER: B = BOLT
 NF0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0042_STAMPING: 238-1/2
 NF0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0042+STABILITY: SURFACE MOTION
 NF0042
 NF0042  HISTORY     - Date     Condition        Report By
 NF0042  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0042  HISTORY     - 1934     GOOD             NGS
 NF0042  HISTORY     - 1976     GOOD             NGS
 NF0042
 NF0042                          STATION DESCRIPTION
 NF0042
 NF0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0042'1.5 MI W FROM PERRY.
 NF0042'1.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0042'STATION AT PERRY, SHIAWASSEE COUNTY, 0.5 MILE EAST OF MILEPOST
 NF0042'C 238, 416 YARDS WEST OF THE CENTER OF A ROAD CROSSING, 78 YARDS
 NF0042'EAST OF A BATTERY CHAMBER, 37.5 FEET SOUTH OF THE SOUTH RAIL OF
 NF0042'THE SOUTH TRACK, AND 0.8 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.
 NF0042'A COPPER BOLT, STAMPED 238-1/2 AND SET IN THE TOP OF A CONCRETE
 NF0042'POST.
 NF0042
 NF0042                          STATION RECOVERY (1976)
 NF0042
 NF0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0042'MARK WAS RECOVERED AND IS IN GOOD CONDITION. IT IS APPROXIMATELY 416
 NF0042'YARDS SOUTH WEST OF THE CENTER OF THE CROSSING OF BATH ROAD AND THE
 NF0042'RAILROAD, 32.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 21 FEET
 NF0042'SOUTHWEST OF A TELEPHONE POLE, 1.5 FEET NORTHWEST OF A FENCE AND
 NF0042'NORTHWEST OF A SEWAGE DISPOSAL POND A WITNESS POST WAS SET 1 FOOT
 NF0042'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0520 ***********************************************************************
 NE0520  DESIGNATION -  24
 NE0520  PID         -  NE0520
 NE0520  STATE/COUNTY-  MI/WAYNE
 NE0520  USGS QUAD   -  ROCKWOOD (1981)
 NE0520
 NE0520                         *CURRENT SURVEY CONTROL
 NE0520  ___________________________________________________________________
 NE0520* NAD 83(1986)-  42 05 54.     (N)    083 12 47.     (W)     SCALED    
 NE0520* NAVD 88     -       177.022  (meters)     580.78   (feet)  ADJUSTED  
 NE0520  ___________________________________________________________________
 NE0520  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0520  DYNAMIC HT  -         176.963 (meters)     580.59  (feet)  COMP
 NE0520  MODELED GRAV-     980,286.4   (mgal)                       NAVD 88
 NE0520
 NE0520  VERT ORDER  -  FIRST     CLASS I
 NE0520
 NE0520.The horizontal coordinates were scaled from a topographic map and have
 NE0520.an estimated accuracy of +/- 6 seconds.
 NE0520
 NE0520.The orthometric height was determined by differential leveling
 NE0520.and adjusted by the National Geodetic Survey in June 1991..
 NE0520
 NE0520.The geoid height was determined by GEOID03.
 NE0520
 NE0520.The dynamic height is computed by dividing the NAVD 88
 NE0520.geopotential number by the normal gravity value computed on the
 NE0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0520.degrees latitude (g = 980.6199 gals.).
 NE0520
 NE0520.The modeled gravity was interpolated from observed gravity values.
 NE0520
 NE0520;                    North         East    Units  Estimated Accuracy
 NE0520;SPC MI S     -    67,120.    4,095,430.      MT  (+/- 180 meters Scaled)
 NE0520
 NE0520                          SUPERSEDED SURVEY CONTROL
 NE0520
 NE0520  NGVD 29 (??/??/92)  177.185  (m)          581.31   (f) ADJ UNCH    1 1
 NE0520
 NE0520.Superseded values are not recommended for survey control.
 NE0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0520.See file dsdata.txt to determine how the superseded data were derived.
 NE0520
 NE0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG169630(NAD 83)
 NE0520_MARKER: DD = SURVEY DISK
 NE0520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0520_SP_SET: BRIDGE ABUTMENT
 NE0520_STAMPING: NO 24 BENCH MARK USC AND G 1899 ELEV
 NE0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0520
 NE0520  HISTORY     - Date     Condition        Report By
 NE0520  HISTORY     - 1899     MONUMENTED       DTSRR
 NE0520  HISTORY     - 1968     GOOD             NGS
 NE0520  HISTORY     - 1987     GOOD             USPSQD
 NE0520  HISTORY     - 1988     GOOD             USPSQD
 NE0520  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0520  HISTORY     - 20050718 POOR             ADVGEO
 NE0520
 NE0520                          STATION DESCRIPTION
 NE0520
 NE0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0520'1.6 MI NW FROM GIBRALTAR.
 NE0520'ABOUT 1.3 MILES WEST ALONG MIDDLE GIBRALTAR ROAD FROM THE
 NE0520'BRIDGE OVER THE GIBRALTAR WATERWAY, THENCE 0.3 MILE NORTHEAST
 NE0520'ALONG THE DETROIT AND TOLEDO LAKE SHORE RAILROAD, SET ON THE
 NE0520'TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT FOR A 60-FOOT
 NE0520'CONCRETE BRIDGE OVER BROWNSTOWN CREEK, 12.7 FEET NORTHWEST
 NE0520'OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK, 2.1 FEET SOUTHEAST
 NE0520'OF THE NORTHWEST END OF THE ABUTMENT AND 1 1/2 FEET BELOW THE
 NE0520'LEVEL OF THE TRACK.  ALSO ABOUT 2.7 MILES NORTHEAST ALONG THE
 NE0520'D AND TSL RR FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD.
 NE0520
 NE0520                          STATION RECOVERY (1987)
 NE0520
 NE0520'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0520'RECOVERED IN GOOD CONDITION.
 NE0520
 NE0520                          STATION RECOVERY (1988)
 NE0520
 NE0520'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0520'RECOVERED IN GOOD CONDITION.
 NE0520
 NE0520                          STATION RECOVERY (1999)
 NE0520
 NE0520'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0520'MARK NOT FOUND.
 NE0520
 NE0520                          STATION RECOVERY (2005)
 NE0520
 NE0520'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE0520'FOUND WHAT APPEARS TO BE AN INDENTATION OF DISC AND ROD PORTION OF
 NE0520'DISK IN CONCRETE BRIDGE ABUTMENT AT LOCATION DESCRIBED.  NO EVIDENCE
 NE0520'OF ACTUAL SURVEY DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0298 ***********************************************************************
 NF0298  DESIGNATION -  24
 NF0298  PID         -  NF0298
 NF0298  STATE/COUNTY-  MI/INGHAM
 NF0298  USGS QUAD   -  LANSING SOUTH (1973)
 NF0298
 NF0298                         *CURRENT SURVEY CONTROL
 NF0298  ___________________________________________________________________
 NF0298* NAD 83(1986)-  42 42 43.     (N)    084 30 44.     (W)     SCALED    
 NF0298* NAVD 88     -       252.32   (+/-2cm)     827.8    (feet)  VERTCON   
 NF0298  ___________________________________________________________________
 NF0298  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0298
 NF0298  VERT ORDER  -  ? (See Below)
 NF0298
 NF0298.The horizontal coordinates were scaled from a topographic map and have
 NF0298.an estimated accuracy of +/- 6 seconds.
 NF0298
 NF0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0298.The vertical order pertains to the NGVD 29 superseded value.
 NF0298
 NF0298.The geoid height was determined by GEOID03.
 NF0298
 NF0298;                    North         East    Units  Estimated Accuracy
 NF0298;SPC MI S     -   134,630.    3,988,080.      MT  (+/- 180 meters Scaled)
 NF0298
 NF0298                          SUPERSEDED SURVEY CONTROL
 NF0298
 NF0298  NGVD 29 (??/??/92)  252.450  (m)          828.25   (f) ADJ UNCH    ?  
 NF0298
 NF0298.Superseded values are not recommended for survey control.
 NF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0298.See file dsdata.txt to determine how the superseded data were derived.
 NF0298
 NF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN037318(NAD 83)
 NF0298_MARKER: B = BOLT
 NF0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0298+STABILITY: SURFACE MOTION
 NF0298
 NF0298  HISTORY     - Date     Condition        Report By
 NF0298  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0298  HISTORY     - 1932     GOOD             MISCOL
 NF0298
 NF0298                          STATION DESCRIPTION
 NF0298
 NF0298'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0298'AT EAST LANSING.
 NF0298'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0298'CAMPUS, SOUTHWEST OF A GREENHOUSE SOUTH OF RIVER DRIVE, 16.6
 NF0298'FEET WEST OF A TRIANGULAR BLAZE ON THE SOUTH TRUNK OF A DOUBLE
 NF0298'OAK TREE, 17.5 FEET NORTH OF A TRIANGULAR BLAZE ON THE MAIN
 NF0298'TRUNK OF A CLUMP OF MAPLE TREES, 17.7 FEET NORTHEAST OF AN OAK
 NF0298'TREE, AND 5 FEET SOUTH OF THE SOUTH EDGE OF THE DRIVE.  A BOLT,
 NF0298'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0056 ***********************************************************************
 OL0056  DESIGNATION -  24 A
 OL0056  PID         -  OL0056
 OL0056  STATE/COUNTY-  MI/MUSKEGON
 OL0056  USGS QUAD   -  TWIN LAKE (1985)
 OL0056
 OL0056                         *CURRENT SURVEY CONTROL
 OL0056  ___________________________________________________________________
 OL0056* NAD 83(1986)-  43 21 48.     (N)    086 09 47.     (W)     SCALED    
 OL0056* NAVD 88     -       209.393  (meters)     686.98   (feet)  ADJUSTED  
 OL0056  ___________________________________________________________________
 OL0056  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OL0056  DYNAMIC HT  -         209.350 (meters)     686.84  (feet)  COMP
 OL0056  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OL0056
 OL0056  VERT ORDER  -  SECOND    CLASS 0
 OL0056
 OL0056.The horizontal coordinates were scaled from a topographic map and have
 OL0056.an estimated accuracy of +/- 6 seconds.
 OL0056
 OL0056.The orthometric height was determined by differential leveling
 OL0056.and adjusted by the National Geodetic Survey in June 1991..
 OL0056
 OL0056.The geoid height was determined by GEOID03.
 OL0056
 OL0056.The dynamic height is computed by dividing the NAVD 88
 OL0056.geopotential number by the normal gravity value computed on the
 OL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0056.degrees latitude (g = 980.6199 gals.).
 OL0056
 OL0056.The modeled gravity was interpolated from observed gravity values.
 OL0056
 OL0056;                    North         East    Units  Estimated Accuracy
 OL0056;SPC MI S     -   208,530.    3,854,410.      MT  (+/- 180 meters Scaled)
 OL0056
 OL0056                          SUPERSEDED SURVEY CONTROL
 OL0056
 OL0056  NGVD 29 (??/??/92)  209.518  (m)          687.39   (f) ADJ UNCH    2 0
 OL0056
 OL0056.Superseded values are not recommended for survey control.
 OL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0056.See file dsdata.txt to determine how the superseded data were derived.
 OL0056
 OL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP678015(NAD 83)
 OL0056_MARKER: DD = SURVEY DISK
 OL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0056_STAMPING: 24 A
 OL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0056+STABILITY: SURFACE MOTION
 OL0056
 OL0056  HISTORY     - Date     Condition        Report By
 OL0056  HISTORY     - UNK      MONUMENTED       MIGS
 OL0056  HISTORY     - 1940     GOOD             NGS
 OL0056  HISTORY     - 1979     MARK NOT FOUND   USGS
 OL0056  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0056
 OL0056                          STATION DESCRIPTION
 OL0056
 OL0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 OL0056'AT TWIN LAKE.
 OL0056'AT TWIN LAKE, MUSKEGON COUNTY, 168 YARDS SOUTHWEST OF THE SOUTHWEST
 OL0056'FACE OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT A ROAD
 OL0056'CROSSING, 21.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 20.2
 OL0056'FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 OL0056'A STATE SURVEY STANDARD DISK, STAMPED 24 A AND SET IN THE TOP
 OL0056'OF A CONCRETE POST.  NOTE-- THERE IS NO DEPOT OR CAR HOUSE IN
 OL0056'THIS TOWN.  THE NEAREST CAR HOUSE IS IN HOLTON, MICHIGAN.
 OL0056
 OL0056                          STATION RECOVERY (1979)
 OL0056
 OL0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0056'MARK NOT FOUND.
 OL0056
 OL0056                          STATION RECOVERY (1987)
 OL0056
 OL0056'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0032 ***********************************************************************
 OL0032  DESIGNATION -  24 P MIGS
 OL0032  PID         -  OL0032
 OL0032  STATE/COUNTY-  MI/MUSKEGON
 OL0032  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0032
 OL0032                         *CURRENT SURVEY CONTROL
 OL0032  ___________________________________________________________________
 OL0032* NAD 83(1986)-  43 09 42.     (N)    086 12 55.     (W)     SCALED    
 OL0032* NAVD 88     -       192.065  (meters)     630.13   (feet)  ADJUSTED  
 OL0032  ___________________________________________________________________
 OL0032  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 OL0032  DYNAMIC HT  -         192.023 (meters)     630.00  (feet)  COMP
 OL0032  MODELED GRAV-     980,398.7   (mgal)                       NAVD 88
 OL0032
 OL0032  VERT ORDER  -  SECOND    CLASS 0
 OL0032
 OL0032.The horizontal coordinates were scaled from a topographic map and have
 OL0032.an estimated accuracy of +/- 6 seconds.
 OL0032
 OL0032.The orthometric height was determined by differential leveling
 OL0032.and adjusted by the National Geodetic Survey in June 1991..
 OL0032
 OL0032.The geoid height was determined by GEOID03.
 OL0032
 OL0032.The dynamic height is computed by dividing the NAVD 88
 OL0032.geopotential number by the normal gravity value computed on the
 OL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0032.degrees latitude (g = 980.6199 gals.).
 OL0032
 OL0032.The modeled gravity was interpolated from observed gravity values.
 OL0032
 OL0032;                    North         East    Units  Estimated Accuracy
 OL0032;SPC MI S     -   186,230.    3,849,680.      MT  (+/- 180 meters Scaled)
 OL0032
 OL0032                          SUPERSEDED SURVEY CONTROL
 OL0032
 OL0032  NGVD 29 (??/??/92)  192.199  (m)          630.57   (f) ADJ UNCH    2 0
 OL0032
 OL0032.Superseded values are not recommended for survey control.
 OL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0032.See file dsdata.txt to determine how the superseded data were derived.
 OL0032
 OL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN637790(NAD 83)
 OL0032_MARKER: DT = TOPOGRAPHIC STATION DISK
 OL0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0032_SP_SET: REINFORCED CONCRETE
 OL0032_STAMPING: 24-P
 OL0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0032
 OL0032  HISTORY     - Date     Condition        Report By
 OL0032  HISTORY     - UNK      MONUMENTED       MIGS
 OL0032  HISTORY     - 1963     GOOD             MIGS
 OL0032  HISTORY     - 1972     MARK NOT FOUND   USGS
 OL0032  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0032
 OL0032                          STATION DESCRIPTION
 OL0032
 OL0032'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1963
 OL0032'2.2 MI S FROM MUSKEGON HEIGHTS.
 OL0032'THIS BENCHMARK IS LOCATED 35 FT S OF N LINE SEC. 21, (C/L OF
 OL0032'FRUITPORT ROAD WHICH IS ALSO CALLED ELLIS ROAD), AND 31.3 FT W
 OL0032'OF W RAIL OF PERE MARQUETTE RR.  TO REACH, GO 2.25 MI S FROM
 OL0032'MUSKEGEN HEIGHTS ON U.S. 31 TO FRUITPORT RD., THENCE E 0.25 MI
 OL0032'TO RR AND STATION.  STATION C AND GS AND STATE SURVEY STANDARD
 OL0032'DISK IN REINFORCED CONCRETE PROJECTING 6 IN.
 OL0032
 OL0032                          STATION RECOVERY (1972)
 OL0032
 OL0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 OL0032'MARK NOT FOUND.
 OL0032
 OL0032                          STATION RECOVERY (1984)
 OL0032
 OL0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0032'SEARCHED FOR AND NOT RECOVERED THIS DATE, AREA CLEARED BY BULLDOZER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0058 ***********************************************************************
 OL0058  DESIGNATION -  24 X MIGS
 OL0058  PID         -  OL0058
 OL0058  STATE/COUNTY-  MI/MUSKEGON
 OL0058  USGS QUAD   -  TWIN LAKE (1985)
 OL0058
 OL0058                         *CURRENT SURVEY CONTROL
 OL0058  ___________________________________________________________________
 OL0058* NAD 83(1986)-  43 19 27.     (N)    086 12 56.     (W)     SCALED    
 OL0058* NAVD 88     -       203.489  (meters)     667.61   (feet)  ADJUSTED  
 OL0058  ___________________________________________________________________
 OL0058  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 OL0058  DYNAMIC HT  -         203.447 (meters)     667.48  (feet)  COMP
 OL0058  MODELED GRAV-     980,408.8   (mgal)                       NAVD 88
 OL0058
 OL0058  VERT ORDER  -  SECOND    CLASS 0
 OL0058
 OL0058.The horizontal coordinates were scaled from a topographic map and have
 OL0058.an estimated accuracy of +/- 6 seconds.
 OL0058
 OL0058.The orthometric height was determined by differential leveling
 OL0058.and adjusted by the National Geodetic Survey in June 1991..
 OL0058
 OL0058.The geoid height was determined by GEOID03.
 OL0058
 OL0058.The dynamic height is computed by dividing the NAVD 88
 OL0058.geopotential number by the normal gravity value computed on the
 OL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0058.degrees latitude (g = 980.6199 gals.).
 OL0058
 OL0058.The modeled gravity was interpolated from observed gravity values.
 OL0058
 OL0058;                    North         East    Units  Estimated Accuracy
 OL0058;SPC MI S     -   204,270.    3,850,060.      MT  (+/- 180 meters Scaled)
 OL0058
 OL0058                          SUPERSEDED SURVEY CONTROL
 OL0058
 OL0058  NGVD 29 (??/??/92)  203.616  (m)          668.03   (f) ADJ UNCH    2 0
 OL0058
 OL0058.Superseded values are not recommended for survey control.
 OL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0058.See file dsdata.txt to determine how the superseded data were derived.
 OL0058
 OL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN636971(NAD 83)
 OL0058_MARKER: DD = SURVEY DISK
 OL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0058_STAMPING: 24 X
 OL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0058+STABILITY: SURFACE MOTION
 OL0058
 OL0058  HISTORY     - Date     Condition        Report By
 OL0058  HISTORY     - UNK      MONUMENTED       MIGS
 OL0058  HISTORY     - 1934     GOOD             NGS
 OL0058  HISTORY     - 1979     MARK NOT FOUND   USGS
 OL0058  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0058  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0058
 OL0058                          STATION DESCRIPTION
 OL0058
 OL0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0058'3.6 MI W FROM TWIN LAKE.
 OL0058'3.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OL0058'STATION AT TWIN LAKE, MUSKEGON COUNTY, 200 YARDS EAST OF A BARN
 OL0058'WITH A SILO PAINTED RED, AT A ROAD CROSSING, 36.4 FEET SOUTH
 OL0058'OF THE CENTERLINE OF THE ROAD, 19.4 FEET EAST OF THE EAST RAIL,
 OL0058'AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STATE SURVEY STANDARD
 OL0058'DISK, STAMPED 24 X AND SET IN THE TOP OF A CONCRETE POST.
 OL0058
 OL0058                          STATION RECOVERY (1979)
 OL0058
 OL0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0058'MARK NOT FOUND.
 OL0058
 OL0058                          STATION RECOVERY (1984)
 OL0058
 OL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0058'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 OL0058
 OL0058                          STATION RECOVERY (1987)
 OL0058
 OL0058'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0040 ***********************************************************************
 NF0040  DESIGNATION -  240 1/2
 NF0040  PID         -  NF0040
 NF0040  STATE/COUNTY-  MI/SHIAWASSEE
 NF0040  USGS QUAD   -  PERRY (1972)
 NF0040
 NF0040                         *CURRENT SURVEY CONTROL
 NF0040  ___________________________________________________________________
 NF0040* NAD 83(1986)-  42 49 47.     (N)    084 12 31.     (W)     SCALED    
 NF0040* NAVD 88     -       271.825  (meters)     891.81   (feet)  ADJUSTED  
 NF0040  ___________________________________________________________________
 NF0040  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0040  DYNAMIC HT  -         271.759 (meters)     891.60  (feet)  COMP
 NF0040  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 NF0040
 NF0040  VERT ORDER  -  SECOND    CLASS 0
 NF0040
 NF0040.The horizontal coordinates were scaled from a topographic map and have
 NF0040.an estimated accuracy of +/- 6 seconds.
 NF0040
 NF0040.The orthometric height was determined by differential leveling
 NF0040.and adjusted by the National Geodetic Survey in June 1991..
 NF0040
 NF0040.The geoid height was determined by GEOID03.
 NF0040
 NF0040.The dynamic height is computed by dividing the NAVD 88
 NF0040.geopotential number by the normal gravity value computed on the
 NF0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0040.degrees latitude (g = 980.6199 gals.).
 NF0040
 NF0040.The modeled gravity was interpolated from observed gravity values.
 NF0040
 NF0040;                    North         East    Units  Estimated Accuracy
 NF0040;SPC MI S     -   147,710.    4,012,920.      MT  (+/- 180 meters Scaled)
 NF0040
 NF0040                          SUPERSEDED SURVEY CONTROL
 NF0040
 NF0040  NGVD 29 (??/??/92)  271.958  (m)          892.25   (f) ADJ UNCH    2 0
 NF0040
 NF0040.Superseded values are not recommended for survey control.
 NF0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0040.See file dsdata.txt to determine how the superseded data were derived.
 NF0040
 NF0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN281456(NAD 83)
 NF0040_MARKER: B = BOLT
 NF0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0040_STAMPING: 240-1/2
 NF0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0040+STABILITY: SURFACE MOTION
 NF0040
 NF0040  HISTORY     - Date     Condition        Report By
 NF0040  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0040  HISTORY     - 1934     GOOD             NGS
 NF0040  HISTORY     - 1976     GOOD             MIDH
 NF0040  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0040
 NF0040                          STATION DESCRIPTION
 NF0040
 NF0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0040'0.5 MI E FROM PERRY.
 NF0040'0.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0040'STATION AT PERRY, SHIAWASSEE COUNTY, ABOUT 0.5 MILES EAST OF
 NF0040'MILEPOST C 240, 530 YARDS WEST OF SEMAPHORE 240.8, 60 YARDS
 NF0040'SOUTHWEST OF POWER-TRANSMISSION TOWER 2607, 27.4 FEET SOUTH OF
 NF0040'THE SOUTH RAIL OF THE SOUTH TRACK, AND 1 FOOT NORTH OF THE
 NF0040'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 240-1/2 AND SET IN
 NF0040'THE TOP OF A CONCRETE POST.
 NF0040
 NF0040                          STATION RECOVERY (1976)
 NF0040
 NF0040'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0040'0.6 MILES EAST ALONG THE GRAND TRUNK AND WESTERN RAILROAD FROM M-52 AT
 NF0040'PERRY, SHIAWASSEE COUNTY, ABOUT 0.5 MILES EAST OF MILEPOST C 240, 530
 NF0040'YARDS WEST OF A SEMAPHORE 240.8, 513 FEET SW ALONG TRACKS FROM A
 NF0040'BATTERY BOX, 171 FEET SE OF A POWER POLE 185, 32 FEET S OF S RAIL, 21
 NF0040'FEET SW OF A TELEGRAPH POLE, 1.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 NF0040'A COPPER BOLT, STAMPED BM NO 240 1/2 AND SET IN THE TOP OF A CONCRETE
 NF0040'POST.
 NF0040
 NF0040                          STATION RECOVERY (1976)
 NF0040
 NF0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0039 ***********************************************************************
 NF0039  DESIGNATION -  241 1/2
 NF0039  PID         -  NF0039
 NF0039  STATE/COUNTY-  MI/SHIAWASSEE
 NF0039  USGS QUAD   -  PERRY (1972)
 NF0039
 NF0039                         *CURRENT SURVEY CONTROL
 NF0039  ___________________________________________________________________
 NF0039* NAD 83(1994)-  42 50 08.10099(N)    084 11 27.42063(W)     ADJUSTED  
 NF0039* NAVD 88     -       271.040  (meters)     889.24   (feet)  ADJUSTED  
 NF0039  ___________________________________________________________________
 NF0039  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 NF0039  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0039  DYNAMIC HT  -         270.973 (meters)     889.02  (feet)  COMP
 NF0039  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 NF0039
 NF0039  HORZ ORDER  -  SECOND
 NF0039  VERT ORDER  -  SECOND    CLASS 0
 NF0039
 NF0039.The horizontal coordinates were established by classical geodetic methods
 NF0039.and adjusted by the National Geodetic Survey in February 1997..
 NF0039
 NF0039.The orthometric height was determined by differential leveling
 NF0039.and adjusted by the National Geodetic Survey in June 1991..
 NF0039
 NF0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0039
 NF0039.The geoid height was determined by GEOID03.
 NF0039
 NF0039.The dynamic height is computed by dividing the NAVD 88
 NF0039.geopotential number by the normal gravity value computed on the
 NF0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0039.degrees latitude (g = 980.6199 gals.).
 NF0039
 NF0039.The modeled gravity was interpolated from observed gravity values.
 NF0039
 NF0039;                    North         East     Units Scale Factor Converg.
 NF0039;SPC MI S     -   148,368.037 4,014,364.894   MT  0.99990725   +0 07 10.5
 NF0039;SPC MI S     -   486,771.77 13,170,488.50   iFT  0.99990725   +0 07 10.5
 NF0039;UTM  16      - 4,746,384.804   729,577.649   MT  1.00024846   +1 54 38.5
 NF0039
 NF0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0039!SPC MI S     -   0.99996269  x   0.99990725  =   0.99986995
 NF0039!UTM  16      -   0.99996269  x   1.00024846  =   1.00021114
 NF0039
 NF0039|---------------------------------------------------------------------|
 NF0039| PID    Reference Object                     Distance      Geod. Az  |
 NF0039|                                                           dddmmss.s |
 NF0039| NF1266 MORRICE                             342.381 METERS 10937     |
 NF0039| NF1256 241 1/2 A PT                          6.278 METERS 24517     |
 NF0039|---------------------------------------------------------------------|
 NF0039
 NF0039                          SUPERSEDED SURVEY CONTROL
 NF0039
 NF0039  NAD 83(1986)-  42 50 08.10021(N)    084 11 27.44099(W) AD(       ) 2
 NF0039  NAD 27      -  42 50 07.98066(N)    084 11 27.55983(W) AD(       ) 2
 NF0039  NGVD 29 (??/??/92)  271.170  (m)          889.66   (f) ADJ UNCH    2 0
 NF0039
 NF0039.Superseded values are not recommended for survey control.
 NF0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0039.See file dsdata.txt to determine how the superseded data were derived.
 NF0039
 NF0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2957846385(NAD 83)
 NF0039_MARKER: B = BOLT
 NF0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0039_STAMPING: 241 1/2
 NF0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0039+STABILITY: SURFACE MOTION
 NF0039
 NF0039  HISTORY     - Date     Condition        Report By
 NF0039  HISTORY     - 1976     MONUMENTED       NGS
 NF0039  HISTORY     - 1934     GOOD             NGS
 NF0039  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0039  HISTORY     - 1976     GOOD             MIDH
 NF0039  HISTORY     - 1976     GOOD             NGS
 NF0039  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 NF0039
 NF0039                          STATION DESCRIPTION
 NF0039
 NF0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF0039'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0039'STATION AT PERRY, SHIAWASSEE COUNTY, 150 YARDS WEST OF THE WEST END
 NF0039'OF THE YARD AT MORRICE, 0.5 MILES EAST OF MILEPOST C 241, OPPOSITE
 NF0039'THE CENTER OF THE NORTH SIDE OF AN ORCHARD, DUE SOUTH OF AND ACROSS
 NF0039'THE TRACK FROM POWER-TRANSMISSION LINE POLE 2598, 20 FEET SOUTH OF
 NF0039'THE SOUTH RAIL OF THE SOUTH TRACK, AND 1 FOOT NORTH OF THE
 NF0039'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 241-1/2 AND SET IN THE
 NF0039'TOP OF A CONCRETE POST.
 NF0039
 NF0039                          STATION RECOVERY (1934)
 NF0039
 NF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0039'1.5 MI E FROM PERRY.
 NF0039'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0039'THE STATION AT PERRY, SHIAWASSEE COUNTY, 150 YARDS WEST OF THE
 NF0039'WEST END OF THE YARD AT MORRICE, 0.5 MILES EAST OF MILEPOST
 NF0039'C 241, OPPOSITE THE CENTER OF THE NORTH SIDE OF AN ORCHARD,
 NF0039'DUE SOUTH OF AND ACROSS THE TRACK FROM POWER- TRANSMISSION
 NF0039'LINE POLE 2598, 20 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NF0039'TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE.  A COPPER
 NF0039'BOLT, STAMPED 241-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0039
 NF0039                          STATION RECOVERY (1972)
 NF0039
 NF0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0039'MARK NOT FOUND.
 NF0039
 NF0039                          STATION RECOVERY (1976)
 NF0039
 NF0039'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0039'1.6 MILES EAST ALONG THE GRAND TRUNCK WESTERN RAILROAD FROM M-52 AT
 NF0039'PERRY, SHIAWASSEE COUNTY, 0.5 MILES EAST OF MILEPOST C 241, 105 YARDS
 NF0039'WEST OF WEST SWITCH OF MORRICE YARD AT THE END OF THE SIDING, 20 FEET
 NF0039'SOUTH OF SOUTH RAIL OF THE SOUTH TRACK, AND 1 FOOT NORTH OF THE
 NF0039'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED BN NO 241 1/2 AND SET IN A
 NF0039'CONCRETE POST.
 NF0039
 NF0039                          STATION RECOVERY (1976)
 NF0039
 NF0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0039'RECOVERED IN GOOD CONDITION.
 NF0039
 NF0039                          STATION RECOVERY (1995)
 NF0039
 NF0039'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0037 ***********************************************************************
 NF0037  DESIGNATION -  242 1/2
 NF0037  PID         -  NF0037
 NF0037  STATE/COUNTY-  MI/SHIAWASSEE
 NF0037  USGS QUAD   -  PERRY (1972)
 NF0037
 NF0037                         *CURRENT SURVEY CONTROL
 NF0037  ___________________________________________________________________
 NF0037* NAD 83(1986)-  42 50 30.     (N)    084 10 23.     (W)     SCALED    
 NF0037* NAVD 88     -       268.960  (meters)     882.41   (feet)  ADJUSTED  
 NF0037  ___________________________________________________________________
 NF0037  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0037  DYNAMIC HT  -         268.894 (meters)     882.20  (feet)  COMP
 NF0037  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 NF0037
 NF0037  VERT ORDER  -  SECOND    CLASS 0
 NF0037
 NF0037.The horizontal coordinates were scaled from a topographic map and have
 NF0037.an estimated accuracy of +/- 6 seconds.
 NF0037
 NF0037.The orthometric height was determined by differential leveling
 NF0037.and adjusted by the National Geodetic Survey in June 1991..
 NF0037
 NF0037.The geoid height was determined by GEOID03.
 NF0037
 NF0037.The dynamic height is computed by dividing the NAVD 88
 NF0037.geopotential number by the normal gravity value computed on the
 NF0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0037.degrees latitude (g = 980.6199 gals.).
 NF0037
 NF0037.The modeled gravity was interpolated from observed gravity values.
 NF0037
 NF0037;                    North         East    Units  Estimated Accuracy
 NF0037;SPC MI S     -   149,050.    4,015,830.      MT  (+/- 180 meters Scaled)
 NF0037
 NF0037                          SUPERSEDED SURVEY CONTROL
 NF0037
 NF0037  NGVD 29 (??/??/92)  269.092  (m)          882.85   (f) ADJ UNCH    2 0
 NF0037
 NF0037.Superseded values are not recommended for survey control.
 NF0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0037.See file dsdata.txt to determine how the superseded data were derived.
 NF0037
 NF0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN310471(NAD 83)
 NF0037_MARKER: B = BOLT
 NF0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0037_STAMPING: 242 1/2
 NF0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0037+STABILITY: SURFACE MOTION
 NF0037
 NF0037  HISTORY     - Date     Condition        Report By
 NF0037  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0037  HISTORY     - 1934     GOOD             NGS
 NF0037  HISTORY     - 1976     GOOD             MIDH
 NF0037  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0037
 NF0037                          STATION DESCRIPTION
 NF0037
 NF0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0037'AT MORRICE.
 NF0037'AT MORRICE, SHIAWASSEE COUNTY, 680 YARDS EAST OF THE EAST END
 NF0037'OF THE GRAND TRUNK WESTERN RAILROAD PASSENGER STATION, ABOUT
 NF0037'169 YARDS WEST OF SEMAPHORE 242.4, 136 YARDS EAST OF A MAIN
 NF0037'CRANE, 44 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
 NF0037'AND 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT,
 NF0037'STAMPED 242 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0037
 NF0037                          STATION RECOVERY (1976)
 NF0037
 NF0037'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0037'0.4 MILES EAST OF MORRICE, SHIAWASSEE COUNTY, ABOUT 169 YARDS WEST OF
 NF0037'SEMAPHORE 242.4, 51.5 FEET SOUTH OF THE SOUTHWEST CORNER OF A FENCE
 NF0037'AROUND A SETTLEING POND, 44 FEET NORTH OF THE NORTH RAIL OF THE NORTH
 NF0037'TRACK, 1.4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT,
 NF0037'STAMPED BM NO 242 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0037
 NF0037                          STATION RECOVERY (1976)
 NF0037
 NF0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3564 ***********************************************************************
 AA3564  DESIGNATION -  24200
 AA3564  PID         -  AA3564
 AA3564  STATE/COUNTY-  MI/EMMET
 AA3564  USGS QUAD   -  
 AA3564
 AA3564                         *CURRENT SURVEY CONTROL
 AA3564  ___________________________________________________________________
 AA3564* NAD 83(1994)-  45 25 39.82148(N)    084 46 53.48047(W)     ADJUSTED  
 AA3564* NAVD 88     -       188.8    (meters)     619.     (feet)  GPS OBS   
 AA3564  ___________________________________________________________________
 AA3564  X           -     407,832.997 (meters)                     COMP
 AA3564  Y           -  -4,465,375.036 (meters)                     COMP
 AA3564  Z           -   4,520,945.079 (meters)                     COMP
 AA3564  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AA3564  ELLIP HEIGHT-         153.62  (meters)          (07/12/02) GPS OBS
 AA3564  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AA3564
 AA3564  HORZ ORDER  -  FIRST
 AA3564  ELLP ORDER  -  FOURTH    CLASS I
 AA3564
 AA3564.The horizontal coordinates were established by GPS observations
 AA3564.and adjusted by the National Geodetic Survey in February 1997..
 AA3564
 AA3564.The orthometric height was determined by GPS observations and a
 AA3564.high-resolution geoid model.
 AA3564
 AA3564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3564
 AA3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3564
 AA3564.The ellipsoidal height was determined by GPS observations
 AA3564.and is referenced to NAD 83.
 AA3564
 AA3564.The geoid height was determined by GEOID03.
 AA3564
 AA3564;                    North         East     Units Scale Factor Converg.
 AA3564;SPC MI C     -   234,667.349 5,967,536.043   MT  0.99994842   -0 17 35.0
 AA3564;SPC MI C     -   769,906.00 19,578,530.32   iFT  0.99994842   -0 17 35.0
 AA3564;UTM  16      - 5,032,861.357   673,543.576   MT  0.99997030   +1 34 50.7
 AA3564
 AA3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3564!SPC MI C     -   0.99997592  x   0.99994842  =   0.99992434
 AA3564!UTM  16      -   0.99997592  x   0.99997030  =   0.99994622
 AA3564
 AA3564                          SUPERSEDED SURVEY CONTROL
 AA3564
 AA3564  NAD 83(1986)-  45 25 39.81567(N)    084 46 53.48248(W) AD(       ) 1
 AA3564
 AA3564.Superseded values are not recommended for survey control.
 AA3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3564.See file dsdata.txt to determine how the superseded data were derived.
 AA3564
 AA3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7354432861(NAD 83)
 AA3564_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3564_SP_SET: CONCRETE POST
 AA3564_STAMPING: 24200 1992
 AA3564_MARK LOGO: MIDT  
 AA3564_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3564+STABILITY: SURFACE MOTION
 AA3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3564+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3564
 AA3564  HISTORY     - Date     Condition        Report By
 AA3564  HISTORY     - 1992     MONUMENTED       MIDT
 AA3564
 AA3564                          STATION DESCRIPTION
 AA3564
 AA3564'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3564'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 AA3564'SECTION 15, T-35-N, R-4-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 4-1/2
 AA3564'MILES NORTH NORTHWEST OF EPSILON, 2-1/2 MILES EAST OF ODEN, 1 MILE
 AA3564'(1.6 KM) SOUTHEAST OF ALANSON ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3564'ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF UNITED
 AA3564'STATES HIGHWAY 31 AND MICHIGAN STATE HIGHWAY M-68 IN ALANSON, GO EAST
 AA3564'ON M-68 FOR 0.3 MILES (0.5 KM) TO A T ROAD RIGHT (BANWELL ROAD).  TURN
 AA3564'RIGHT GOING SOUTH FOR 1.02 MILES (1.64 KM) TO STATION ON RIGHT.
 AA3564'STATION IS SET FLUSH WITH GROUND SURFACE.  IT IS 42 FT (12.8 M) NORTH
 AA3564'OF THE EXTENDED CENTERLINE OF SMITH ROAD, 28 FT (8.5 M) WEST OF THE
 AA3564'CENTERLINE OF BANWELL ROAD, AND 2.3 FT (0.7 M) EAST OF A METAL WITNESS
 AA3564'POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3565 ***********************************************************************
 AA3565  DESIGNATION -  24201
 AA3565  PID         -  AA3565
 AA3565  STATE/COUNTY-  MI/EMMET
 AA3565  USGS QUAD   -  
 AA3565
 AA3565                         *CURRENT SURVEY CONTROL
 AA3565  ___________________________________________________________________
 AA3565* NAD 83(1994)-  45 25 49.94063(N)    084 48 28.19146(W)     ADJUSTED  
 AA3565* NAVD 88     -       215.8    (meters)     708.     (feet)  GPS OBS   
 AA3565  ___________________________________________________________________
 AA3565  X           -     405,764.159 (meters)                     COMP
 AA3565  Y           -  -4,465,359.115 (meters)                     COMP
 AA3565  Z           -   4,521,183.616 (meters)                     COMP
 AA3565  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA3565  ELLIP HEIGHT-         180.70  (meters)          (07/12/02) GPS OBS
 AA3565  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 AA3565
 AA3565  HORZ ORDER  -  FIRST
 AA3565  ELLP ORDER  -  FOURTH    CLASS I
 AA3565
 AA3565.The horizontal coordinates were established by GPS observations
 AA3565.and adjusted by the National Geodetic Survey in February 1997..
 AA3565
 AA3565.The orthometric height was determined by GPS observations and a
 AA3565.high-resolution geoid model.
 AA3565
 AA3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3565
 AA3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3565
 AA3565.The ellipsoidal height was determined by GPS observations
 AA3565.and is referenced to NAD 83.
 AA3565
 AA3565.The geoid height was determined by GEOID03.
 AA3565
 AA3565;                    North         East     Units Scale Factor Converg.
 AA3565;SPC MI C     -   234,990.594 5,965,479.018   MT  0.99994884   -0 18 41.9
 AA3565;SPC MI C     -   770,966.52 19,571,781.56   iFT  0.99994884   -0 18 41.9
 AA3565;UTM  16      - 5,033,117.174   671,477.046   MT  0.99996154   +1 33 43.5
 AA3565
 AA3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3565!SPC MI C     -   0.99997167  x   0.99994884  =   0.99992051
 AA3565!UTM  16      -   0.99997167  x   0.99996154  =   0.99993321
 AA3565
 AA3565                          SUPERSEDED SURVEY CONTROL
 AA3565
 AA3565  NAD 83(1986)-  45 25 49.93477(N)    084 48 28.19349(W) AD(       ) 1
 AA3565
 AA3565.Superseded values are not recommended for survey control.
 AA3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3565.See file dsdata.txt to determine how the superseded data were derived.
 AA3565
 AA3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7147733117(NAD 83)
 AA3565_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3565_SP_SET: CONCRETE POST
 AA3565_STAMPING: 24201 1992
 AA3565_MARK LOGO: MIDT  
 AA3565_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3565+STABILITY: SURFACE MOTION
 AA3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3565+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3565
 AA3565  HISTORY     - Date     Condition        Report By
 AA3565  HISTORY     - 1992     MONUMENTED       MIDT
 AA3565
 AA3565                          STATION DESCRIPTION
 AA3565
 AA3565'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3565'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 AA3565'SECTION 16, T-35-N, R-4-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 4-1/2
 AA3565'MILES SOUTH-SOUTHWEST OF BRUTUS, 1-1/4 MILES SOUTHWEST OF ALANSON, 1
 AA3565'MILE (1.6 KM) NORTHEAST OF ODEN ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3565'ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF UNITED
 AA3565'STATES HIGHWAY 31, MICHIGAN STATE HIGHWAY M-68 AND CHICAGO STREET IN
 AA3565'ALANSON, GO WEST ON CHICAGO STREET 150 FT (45.7 M) TO CROSSROAD
 AA3565'(MILTON ROAD). TURN LEFT GOING SOUTH FOR 0.72 MILES (1.16 KM) TO A T
 AA3565'ROAD INTERSECTION (POWERS ROAD). TURN RIGHT GOING WEST FOR 0.59 MILES
 AA3565'(0.95 KM) TO CROSSROAD (MOORE ROAD).  TURN LEFT GOING SOUTH FOR 0.35
 AA3565'MILES (0.56 KM) TO STATION ON LEFT. STATION IS SET FLUSH WITH GROUND
 AA3565'SURFACE.  IT IS 44 FT (13.4 M) SOUTH OF CENTERLINE OF SOUTHERLY GRAVEL
 AA3565'DRIVE, 27.6 FT (8.4 M) EAST OF CENTERLINE PAVED ROAD, 20.6 FT (6.3 M)
 AA3565'NORTH OF TELEPHONE POLE, AND 1.6 FT (0.5 M) EAST OF METAL WITNESS POST
 AA3565'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3566 ***********************************************************************
 AA3566  DESIGNATION -  24202
 AA3566  PID         -  AA3566
 AA3566  STATE/COUNTY-  MI/EMMET
 AA3566  USGS QUAD   -  
 AA3566
 AA3566                         *CURRENT SURVEY CONTROL
 AA3566  ___________________________________________________________________
 AA3566* NAD 83(1994)-  45 22 50.73600(N)    084 53 09.45233(W)     ADJUSTED  
 AA3566* NAVD 88     -       290.8    (meters)     954.     (feet)  GPS OBS   
 AA3566  ___________________________________________________________________
 AA3566  X           -     400,030.735 (meters)                     COMP
 AA3566  Y           -  -4,469,884.762 (meters)                     COMP
 AA3566  Z           -   4,517,352.652 (meters)                     COMP
 AA3566  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AA3566  ELLIP HEIGHT-         255.68  (meters)          (07/12/02) GPS OBS
 AA3566  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 AA3566
 AA3566  HORZ ORDER  -  FIRST
 AA3566  ELLP ORDER  -  FOURTH    CLASS I
 AA3566
 AA3566.The horizontal coordinates were established by GPS observations
 AA3566.and adjusted by the National Geodetic Survey in February 1997..
 AA3566
 AA3566.The orthometric height was determined by GPS observations and a
 AA3566.high-resolution geoid model.
 AA3566
 AA3566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3566
 AA3566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3566
 AA3566.The ellipsoidal height was determined by GPS observations
 AA3566.and is referenced to NAD 83.
 AA3566
 AA3566.The geoid height was determined by GEOID03.
 AA3566
 AA3566;                    North         East     Units Scale Factor Converg.
 AA3566;SPC MI C     -   229,494.776 5,959,330.181   MT  0.99994182   -0 22 00.6
 AA3566;SPC MI C     -   752,935.62 19,551,608.21   iFT  0.99994182   -0 22 00.6
 AA3566;UTM  16      - 5,027,423.320   665,511.079   MT  0.99993682   +1 30 18.3
 AA3566
 AA3566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3566!SPC MI C     -   0.99995992  x   0.99994182  =   0.99990174
 AA3566!UTM  16      -   0.99995992  x   0.99993682  =   0.99989674
 AA3566
 AA3566                          SUPERSEDED SURVEY CONTROL
 AA3566
 AA3566  NAD 83(1986)-  45 22 50.73038(N)    084 53 09.45435(W) AD(       ) 1
 AA3566
 AA3566.Superseded values are not recommended for survey control.
 AA3566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3566.See file dsdata.txt to determine how the superseded data were derived.
 AA3566
 AA3566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6551127423(NAD 83)
 AA3566_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3566_SP_SET: CONCRETE POST
 AA3566_STAMPING: 24202 1992
 AA3566_MARK LOGO: MIDT  
 AA3566_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3566+STABILITY: SURFACE MOTION
 AA3566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3566+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3566
 AA3566  HISTORY     - Date     Condition        Report By
 AA3566  HISTORY     - 1992     MONUMENTED       MIDT
 AA3566
 AA3566                          STATION DESCRIPTION
 AA3566
 AA3566'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3566'STATION IS IN LOCATED IN QUAD 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 AA3566'SECTION 35, T-35-N, R-5-W,  BEAR CREEK TOWNSHIP.  IT IS ABOUT 4 MILES
 AA3566'(6.4 KM) NORTHWEST OF EPISLON, 4 MILES (6.4 KM) EAST OF PETOSKEY,
 AA3566'2-1/2 MILES SOUTHWEST OF CONWAY ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3566'HARBOR SPRINGS QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF
 AA3566'UNITED STATES HIGHWAY 31 AND MITCHELL STREET IN PETOSKEY, GO EAST ON
 AA3566'MITCHELL STREET 3.1 MILES (5.0 KM) TO A T ROAD INTERSECTION (ALCAN
 AA3566'DRIVE).  TURN LEFT GOING NORTH 0.49 MILES (0.79 KM) TO A T ROAD
 AA3566'INTERSECTION (COUNTRY CLUB ROAD). TURN RIGHT GOING EAST 0.37 MILES
 AA3566'(0.60 KM) TO STATION ON LEFT. STATION IS RECESSED 1.0 FT (0.3 M) BELOW
 AA3566'GROUND SURFACE.  IT IS 55.6 FT (16.9 M) NORTHEAST OF A STEEL MAILBOX
 AA3566'POST, 27 FT (8.2 M) EAST OF THE EXTENDED CENTERLINE OF GRAVEL DRIVE,
 AA3566'AND 13.7 FT (4.2 M) NORTH OF CENTERLINE PAVED ROAD.  NO WITNESS POST
 AA3566'WAS SET BECAUSE STATION IS IN A TILLABLE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3567 ***********************************************************************
 AA3567  DESIGNATION -  24203
 AA3567  PID         -  AA3567
 AA3567  STATE/COUNTY-  MI/EMMET
 AA3567  USGS QUAD   -  
 AA3567
 AA3567                         *CURRENT SURVEY CONTROL
 AA3567  ___________________________________________________________________
 AA3567* NAD 83(1994)-  45 26 07.13921(N)    084 51 40.31085(W)     ADJUSTED  
 AA3567* NAVD 88     -       202.3    (meters)     664.     (feet)  GPS OBS   
 AA3567  ___________________________________________________________________
 AA3567  X           -     401,570.122 (meters)                     COMP
 AA3567  Y           -  -4,465,348.905 (meters)                     COMP
 AA3567  Z           -   4,521,546.592 (meters)                     COMP
 AA3567  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA3567  ELLIP HEIGHT-         167.18  (meters)          (07/12/02) GPS OBS
 AA3567  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 AA3567
 AA3567  HORZ ORDER  -  FIRST
 AA3567  ELLP ORDER  -  FOURTH    CLASS I
 AA3567
 AA3567.The horizontal coordinates were established by GPS observations
 AA3567.and adjusted by the National Geodetic Survey in February 1997..
 AA3567
 AA3567.The orthometric height was determined by GPS observations and a
 AA3567.high-resolution geoid model.
 AA3567
 AA3567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3567
 AA3567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3567
 AA3567.The ellipsoidal height was determined by GPS observations
 AA3567.and is referenced to NAD 83.
 AA3567
 AA3567.The geoid height was determined by GEOID03.
 AA3567
 AA3567;                    North         East     Units Scale Factor Converg.
 AA3567;SPC MI C     -   235,545.604 5,961,306.391   MT  0.99994955   -0 20 57.6
 AA3567;SPC MI C     -   772,787.41 19,558,091.83   iFT  0.99994955   -0 20 57.6
 AA3567;UTM  16      - 5,033,535.465   667,288.489   MT  0.99994409   +1 31 27.0
 AA3567
 AA3567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3567!SPC MI C     -   0.99997379  x   0.99994955  =   0.99992334
 AA3567!UTM  16      -   0.99997379  x   0.99994409  =   0.99991788
 AA3567
 AA3567                          SUPERSEDED SURVEY CONTROL
 AA3567
 AA3567  NAD 83(1986)-  45 26 07.13357(N)    084 51 40.31289(W) AD(       ) 1
 AA3567
 AA3567.Superseded values are not recommended for survey control.
 AA3567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3567.See file dsdata.txt to determine how the superseded data were derived.
 AA3567
 AA3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6728833535(NAD 83)
 AA3567_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3567_SP_SET: CONCRETE POST
 AA3567_STAMPING: 24203 1992
 AA3567_MARK LOGO: MIDT  
 AA3567_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3567+STABILITY: SURFACE MOTION
 AA3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3567+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3567
 AA3567  HISTORY     - Date     Condition        Report By
 AA3567  HISTORY     - 1992     MONUMENTED       MIDT
 AA3567
 AA3567                          STATION DESCRIPTION
 AA3567
 AA3567'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3567'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3567'SECTION 12, T-35-N, R-5-W, LITTLE TRAVERSE TOWNSHIP.  IT IS ABOUT
 AA3567'6-1/2 MILES NORTHEAST OF HARBOR SPRINGS, 3 MILES (4.8 KM) WEST OF
 AA3567'ALANSON, 1-1/2 MILES NORTH OF CONWAY ON COUNTY ROAD RIGHT OF WAY AND
 AA3567'ON THE ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF
 AA3567'UNITED STATES HIGHWAY 31 AND NORTH CONWAY ROAD AT THE NORTH SIDE OF
 AA3567'CONWAY, GO NORTH ON NORTH CONWAY ROAD 0.96 MILES (1.54 KM) TO
 AA3567'CROSSROAD (HATHAWAY ROAD).  TURN RIGHT GOING EAST 500 FT (152.4 M) TO
 AA3567'STATION ON LEFT. STATION IS RECESSED 0.6 FT (18.3 CM) BELOW GROUND
 AA3567'SURFACE.  IT IS 21.0 FT (6.4 M) NORTH OF CENTER OF PAVED HATHAWAY
 AA3567'ROAD, 29.6 FT (9.0 M) NORTHEAST OF ROAD SIGN POST, 3.0 FT (0.9 M)
 AA3567'SOUTH OF METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3568 ***********************************************************************
 AA3568  DESIGNATION -  24204
 AA3568  PID         -  AA3568
 AA3568  STATE/COUNTY-  MI/EMMET
 AA3568  USGS QUAD   -  
 AA3568
 AA3568                         *CURRENT SURVEY CONTROL
 AA3568  ___________________________________________________________________
 AA3568* NAD 83(1994)-  45 26 07.24556(N)    084 53 27.77998(W)     ADJUSTED  
 AA3568* NAVD 88     -       207.7    (meters)     681.     (feet)  GPS OBS   
 AA3568  ___________________________________________________________________
 AA3568  X           -     399,243.635 (meters)                     COMP
 AA3568  Y           -  -4,465,558.929 (meters)                     COMP
 AA3568  Z           -   4,521,552.701 (meters)                     COMP
 AA3568  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA3568  ELLIP HEIGHT-         172.52  (meters)          (07/12/02) GPS OBS
 AA3568  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 AA3568
 AA3568  HORZ ORDER  -  FIRST
 AA3568  ELLP ORDER  -  FOURTH    CLASS I
 AA3568
 AA3568.The horizontal coordinates were established by GPS observations
 AA3568.and adjusted by the National Geodetic Survey in February 1997..
 AA3568
 AA3568.The orthometric height was determined by GPS observations and a
 AA3568.high-resolution geoid model.
 AA3568
 AA3568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3568
 AA3568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3568
 AA3568.The ellipsoidal height was determined by GPS observations
 AA3568.and is referenced to NAD 83.
 AA3568
 AA3568.The geoid height was determined by GEOID03.
 AA3568
 AA3568;                    North         East     Units Scale Factor Converg.
 AA3568;SPC MI C     -   235,563.558 5,958,970.689   MT  0.99994955   -0 22 13.5
 AA3568;SPC MI C     -   772,846.32 19,550,428.77   iFT  0.99994955   -0 22 13.5
 AA3568;UTM  16      - 5,033,477.053   664,953.473   MT  0.99993455   +1 30 10.4
 AA3568
 AA3568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3568!SPC MI C     -   0.99997295  x   0.99994955  =   0.99992250
 AA3568!UTM  16      -   0.99997295  x   0.99993455  =   0.99990751
 AA3568
 AA3568                          SUPERSEDED SURVEY CONTROL
 AA3568
 AA3568  NAD 83(1986)-  45 26 07.23983(N)    084 53 27.78326(W) AD(       ) 1
 AA3568
 AA3568.Superseded values are not recommended for survey control.
 AA3568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3568.See file dsdata.txt to determine how the superseded data were derived.
 AA3568
 AA3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6495333477(NAD 83)
 AA3568_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3568_SP_SET: CONCRETE POST
 AA3568_STAMPING: 24204 1992
 AA3568_MARK LOGO: MIDT  
 AA3568_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3568+STABILITY: SURFACE MOTION
 AA3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3568+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3568
 AA3568  HISTORY     - Date     Condition        Report By
 AA3568  HISTORY     - 1992     MONUMENTED       MIDT
 AA3568
 AA3568                          STATION DESCRIPTION
 AA3568
 AA3568'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 AA3568'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 AA3568'SECTION 14, T-35-N, R-5-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 5 MILES
 AA3568'(8.0 KM) WEST OF ALANSON, 4-1/2 MILES EAST OF HARBOR SPRINGS, 1-3/4
 AA3568'MILES NORTHWEST OF CONWAY ON COUNTY ROAD RIGHT OF WAY AND ON THE
 AA3568'HARBOR SPRINGS QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF
 AA3568'UNITED STATES HIGHWAY 31 AND NORTH CONWAY ROAD ON THE NORTH SIDE OF
 AA3568'CONWAY, GO NORTH ON NORTH CONWAY ROAD FOR 0.96 MILES (1.54 KM) TO
 AA3568'CROSSROAD (HATHAWAY ROAD).  TURN LEFT GOING WEST FOR 1.35 MILES (2.17
 AA3568'KM) TO STATION ON THE LEFT. STATION IS FLUSH WITH GROUND SURFACE.  IT
 AA3568'IS 20.0 FT (6.1 M) SOUTH OF THE CENTER OF PAVED HATHAWAY ROAD, 3.7 FT
 AA3568'(1.1 M) NORTH OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5399 ***********************************************************************
 AA5399  DESIGNATION -  24313
 AA5399  PID         -  AA5399
 AA5399  STATE/COUNTY-  MI/OAKLAND
 AA5399  USGS QUAD   -  REDFORD (1983)
 AA5399
 AA5399                         *CURRENT SURVEY CONTROL
 AA5399  ___________________________________________________________________
 AA5399* NAD 83(1994)-  42 26 32.34291(N)    083 18 59.92566(W)     ADJUSTED  
 AA5399* NAVD 88     -       198.8    (meters)     652.     (feet)  GPS OBS   
 AA5399  ___________________________________________________________________
 AA5399  X           -     548,637.806 (meters)                     COMP
 AA5399  Y           -  -4,682,069.883 (meters)                     COMP
 AA5399  Z           -   4,282,099.664 (meters)                     COMP
 AA5399  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AA5399  ELLIP HEIGHT-         164.82  (meters)          (07/12/02) GPS OBS
 AA5399  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA5399
 AA5399  HORZ ORDER  -  FIRST
 AA5399  ELLP ORDER  -  FOURTH    CLASS I
 AA5399
 AA5399.The horizontal coordinates were established by GPS observations
 AA5399.and adjusted by the National Geodetic Survey in February 1997..
 AA5399
 AA5399.The orthometric height was determined by GPS observations and a
 AA5399.high-resolution geoid model.
 AA5399
 AA5399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5399
 AA5399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5399
 AA5399.The ellipsoidal height was determined by GPS observations
 AA5399.and is referenced to NAD 83.
 AA5399
 AA5399.The geoid height was determined by GEOID03.
 AA5399
 AA5399;                    North         East     Units Scale Factor Converg.
 AA5399;SPC MI S     -   105,209.052 4,086,382.227   MT  0.99993655   +0 42 52.5
 AA5399;SPC MI S     -   345,174.06 13,406,765.84   iFT  0.99993655   +0 42 52.5
 AA5399;UTM  17      - 4,701,488.282   309,470.574   MT  1.00004666   -1 33 49.9
 AA5399
 AA5399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5399!SPC MI S     -   0.99997415  x   0.99993655  =   0.99991070
 AA5399!UTM  17      -   0.99997415  x   1.00004666  =   1.00002081
 AA5399
 AA5399                          SUPERSEDED SURVEY CONTROL
 AA5399
 AA5399  ELLIP H (02/03/97)  164.86   (m)                       GP(       ) 4 1
 AA5399  NAD 83(1986)-  42 26 32.34799(N)    083 18 59.95604(W) AD(       ) 1
 AA5399
 AA5399.Superseded values are not recommended for survey control.
 AA5399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5399.See file dsdata.txt to determine how the superseded data were derived.
 AA5399
 AA5399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0947101488(NAD 83)
 AA5399_MARKER: A = ALUMINUM MARKER
 AA5399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5399_STAMPING: 24313 1993
 AA5399_MARK LOGO: MI-125
 AA5399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5399+STABILITY: SURFACE MOTION
 AA5399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5399+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 AA5399
 AA5399  HISTORY     - Date     Condition        Report By
 AA5399  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5399  HISTORY     - 19940922 GOOD             WADTRI
 AA5399  HISTORY     - 20050804 GOOD             USPSQD
 AA5399
 AA5399                          STATION DESCRIPTION
 AA5399
 AA5399'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5399'US-24 TO EIGHT MILE ROAD, THENCE WEST ALONG EIGHT MILE ROAD 2 MILES
 AA5399'(3.2 KM) TO THE INTERSECTION OF INKSTER ROAD AND THE MONUMENT AT THE
 AA5399'NORTHEAST QUADRANT OF THE INTERSECTION.  THE MONUMENT IS IN THE YARD
 AA5399'OF "OIL DISPATCH", 42.2 FEET (12.9 M) NORTH OF THE CENTERLINE OF THE
 AA5399'WEST BOUND LANE OF EIGHT MILE ROAD, 52.1 FEET (15.9 M) EAST OF THE
 AA5399'CENTERLINE OF INKSTER ROAD, 1.95 FEET (0.59 M) WEST OF THE WEST EDGE
 AA5399'OF A CONCRETE WALK, 3 FEET (0.9 M) NORTH OF THE NORTH EDGE OF A
 AA5399'CONCRETE WALK, 25.7 FEET (7.8 M) SOUTH OF A TELEPHONE POLE, 28.1 FEET
 AA5399'(8.6 M) EAST OF THE CENTER OF A MANHOLE COVER, AND 1 FOOT (0.3 M)
 AA5399'HIGHER THAN EIGHT MILE ROAD.
 AA5399
 AA5399                          STATION RECOVERY (1994)
 AA5399
 AA5399'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5399'STATION IS APPROXIMATELY 6 MILESWEST OF SOUTHFIELD, MICHIGAN JUST
 AA5399'NORTH OF THE OAKLAND-WAYNE COUNTY LINE ON EIGHT MILE ROAD AT INKSTER
 AA5399'ROAD. TO REACH FROM US-24 (TELEGRAPH ROAD) AND EIGHT MILE ROAD,  GO
 AA5399'WEST ALONG EIGHT MILE ROAD 2 MILESTO INKSTER ROAD AND THE STATION IN
 AA5399'THE NORTHEAST QUADRANT.  THE MONUMENT IS IN THE FRONT YARD OF THE "OIL
 AA5399'DISPATCH". THE STATION IS AN ALUMINUM CAP "OAKLAND COUNTY REMON" SET
 AA5399'IN THE TOP OF AN 8 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA5399'THE MONUMENT IS 42.2 FEETNORTH OF THE CENTERLINE OF WESTBOUND EIGHT
 AA5399'MILE ROAD,  52.1 FEETEAST OF CENTERLINE OF INKSTER ROAD, 1.95 FEET
 AA5399'WEST OF THE WEST EDGE OF A CONCRETE WALK, 3 FEETNORTH OF THE NORTH
 AA5399'EDGE OF A CONCRETE WALK,  25.7 FEETSOUTH OF A TELEPHONE POLE, 28.1
 AA5399'FEETEAST OF THE CENTER OF A MANHOLE COVER, 1 FOOTHIGHER THAN EIGHT
 AA5399'MILE ROAD.
 AA5399
 AA5399                          STATION RECOVERY (2005)
 AA5399
 AA5399'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA5399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0035 ***********************************************************************
 NF0035  DESIGNATION -  245 1/2
 NF0035  PID         -  NF0035
 NF0035  STATE/COUNTY-  MI/SHIAWASSEE
 NF0035  USGS QUAD   -  CORUNNA SE (1972)
 NF0035
 NF0035                         *CURRENT SURVEY CONTROL
 NF0035  ___________________________________________________________________
 NF0035* NAD 83(1986)-  42 51 33.     (N)    084 07 07.     (W)     SCALED    
 NF0035* NAVD 88     -       256.559  (meters)     841.73   (feet)  ADJUSTED  
 NF0035  ___________________________________________________________________
 NF0035  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF0035  DYNAMIC HT  -         256.497 (meters)     841.52  (feet)  COMP
 NF0035  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 NF0035
 NF0035  VERT ORDER  -  SECOND    CLASS 0
 NF0035
 NF0035.The horizontal coordinates were scaled from a topographic map and have
 NF0035.an estimated accuracy of +/- 6 seconds.
 NF0035
 NF0035.The orthometric height was determined by differential leveling
 NF0035.and adjusted by the National Geodetic Survey in June 1991..
 NF0035
 NF0035.The geoid height was determined by GEOID03.
 NF0035
 NF0035.The dynamic height is computed by dividing the NAVD 88
 NF0035.geopotential number by the normal gravity value computed on the
 NF0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0035.degrees latitude (g = 980.6199 gals.).
 NF0035
 NF0035.The modeled gravity was interpolated from observed gravity values.
 NF0035
 NF0035;                    North         East    Units  Estimated Accuracy
 NF0035;SPC MI S     -   151,000.    4,020,270.      MT  (+/- 180 meters Scaled)
 NF0035
 NF0035                          SUPERSEDED SURVEY CONTROL
 NF0035
 NF0035  NGVD 29 (??/??/92)  256.689  (m)          842.15   (f) ADJ UNCH    2 0
 NF0035
 NF0035.Superseded values are not recommended for survey control.
 NF0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0035.See file dsdata.txt to determine how the superseded data were derived.
 NF0035
 NF0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN354492(NAD 83)
 NF0035_MARKER: B = BOLT
 NF0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0035_STAMPING: 245 1/2
 NF0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0035+STABILITY: SURFACE MOTION
 NF0035
 NF0035  HISTORY     - Date     Condition        Report By
 NF0035  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0035  HISTORY     - 1934     GOOD             NGS
 NF0035  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0035
 NF0035                          STATION DESCRIPTION
 NF0035
 NF0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0035'3 MI W FROM BANCROFT.
 NF0035'3.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0035'THE STATION AT BANCROFT, SHIAWASSEE COUNTY, ABOUT 1062 YARDS
 NF0035'WEST OF MILEPOST C 246, ABOUT 282 YARDS EAST OF A ROAD CROSSING,
 NF0035'ABOUT 150 YARDS EAST OF THE EAST ABUTMENT OF A BRIDGE, AND
 NF0035'1.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED
 NF0035'245-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0035
 NF0035                          STATION RECOVERY (1976)
 NF0035
 NF0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0034 ***********************************************************************
 NF0034  DESIGNATION -  246 1/2
 NF0034  PID         -  NF0034
 NF0034  STATE/COUNTY-  MI/SHIAWASSEE
 NF0034  USGS QUAD   -  CORUNNA SE (1972)
 NF0034
 NF0034                         *CURRENT SURVEY CONTROL
 NF0034  ___________________________________________________________________
 NF0034* NAD 83(1986)-  42 51 54.     (N)    084 06 04.     (W)     SCALED    
 NF0034* NAVD 88     -       257.427  (meters)     844.58   (feet)  ADJUSTED  
 NF0034  ___________________________________________________________________
 NF0034  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NF0034  DYNAMIC HT  -         257.364 (meters)     844.37  (feet)  COMP
 NF0034  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 NF0034
 NF0034  VERT ORDER  -  SECOND    CLASS 0
 NF0034
 NF0034.The horizontal coordinates were scaled from a topographic map and have
 NF0034.an estimated accuracy of +/- 6 seconds.
 NF0034
 NF0034.The orthometric height was determined by differential leveling
 NF0034.and adjusted by the National Geodetic Survey in June 1991..
 NF0034
 NF0034.The geoid height was determined by GEOID03.
 NF0034
 NF0034.The dynamic height is computed by dividing the NAVD 88
 NF0034.geopotential number by the normal gravity value computed on the
 NF0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0034.degrees latitude (g = 980.6199 gals.).
 NF0034
 NF0034.The modeled gravity was interpolated from observed gravity values.
 NF0034
 NF0034;                    North         East    Units  Estimated Accuracy
 NF0034;SPC MI S     -   151,660.    4,021,700.      MT  (+/- 180 meters Scaled)
 NF0034
 NF0034                          SUPERSEDED SURVEY CONTROL
 NF0034
 NF0034  NGVD 29 (??/??/92)  257.557  (m)          845.00   (f) ADJ UNCH    2 0
 NF0034
 NF0034.Superseded values are not recommended for survey control.
 NF0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0034.See file dsdata.txt to determine how the superseded data were derived.
 NF0034
 NF0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN368499(NAD 83)
 NF0034_MARKER: B = BOLT
 NF0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0034_STAMPING: 2461/2
 NF0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0034+STABILITY: SURFACE MOTION
 NF0034
 NF0034  HISTORY     - Date     Condition        Report By
 NF0034  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0034  HISTORY     - 1967     GOOD             USGS
 NF0034
 NF0034                          STATION DESCRIPTION
 NF0034
 NF0034'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NF0034'AT BANCROFT.
 NF0034'BANCROFT, SHIAWASSEE COUNTY, 0.9 MI S AND 2.0 MI W, OF, ABOUT
 NF0034'2.0 MI SW ALONG THE GRAND TRUNK WESTERN RY. FROM, TWPS. 5 AND
 NF0034'6 N., R. 3 E., NEAR COR. SECS. 3, 4, 33 AND 34, ABOUT 700 FT
 NF0034'SW OF INTERSECTION OF GTWRR AND MILLER RD., 132 FT NE OF A SMALL
 NF0034'BROOK, 45 FT NW AND 7.2 FT. LOWER THAN N. RAIL OF N. TRACK, 1.6
 NF0034'FT SE OF A RIGHT OF WAY FENCE, IN CONCRETE POST PROJ. 0.2 FT.,
 NF0034'A COPPER BOLT STAMPED 2461/2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0032 ***********************************************************************
 NF0032  DESIGNATION -  248 1/2
 NF0032  PID         -  NF0032
 NF0032  STATE/COUNTY-  MI/SHIAWASSEE
 NF0032  USGS QUAD   -  CORUNNA (1972)
 NF0032
 NF0032                         *CURRENT SURVEY CONTROL
 NF0032  ___________________________________________________________________
 NF0032* NAD 83(1986)-  42 52 36.     (N)    084 03 52.     (W)     SCALED    
 NF0032* NAVD 88     -       260.023  (meters)     853.09   (feet)  ADJUSTED  
 NF0032  ___________________________________________________________________
 NF0032  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF0032  DYNAMIC HT  -         259.960 (meters)     852.89  (feet)  COMP
 NF0032  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 NF0032
 NF0032  VERT ORDER  -  SECOND    CLASS 0
 NF0032
 NF0032.The horizontal coordinates were scaled from a topographic map and have
 NF0032.an estimated accuracy of +/- 6 seconds.
 NF0032
 NF0032.The orthometric height was determined by differential leveling
 NF0032.and adjusted by the National Geodetic Survey in June 1991..
 NF0032
 NF0032.The geoid height was determined by GEOID03.
 NF0032
 NF0032.The dynamic height is computed by dividing the NAVD 88
 NF0032.geopotential number by the normal gravity value computed on the
 NF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0032.degrees latitude (g = 980.6199 gals.).
 NF0032
 NF0032.The modeled gravity was interpolated from observed gravity values.
 NF0032
 NF0032;                    North         East    Units  Estimated Accuracy
 NF0032;SPC MI S     -   152,960.    4,024,690.      MT  (+/- 180 meters Scaled)
 NF0032
 NF0032                          SUPERSEDED SURVEY CONTROL
 NF0032
 NF0032  NGVD 29 (??/??/92)  260.154  (m)          853.52   (f) ADJ UNCH    2 0
 NF0032
 NF0032.Superseded values are not recommended for survey control.
 NF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0032.See file dsdata.txt to determine how the superseded data were derived.
 NF0032
 NF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN397513(NAD 83)
 NF0032_MARKER: B = BOLT
 NF0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0032_STAMPING: 248 1/2
 NF0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0032+STABILITY: SURFACE MOTION
 NF0032
 NF0032  HISTORY     - Date     Condition        Report By
 NF0032  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0032  HISTORY     - 1934     GOOD             NGS
 NF0032  HISTORY     - 1967     MARK NOT FOUND   USGS
 NF0032
 NF0032                          STATION DESCRIPTION
 NF0032
 NF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0032'AT BANCROFT.
 NF0032'AT BANCROFT, SHIAWASSEE COUNTY, 65 YARDS EAST OF THE EAST
 NF0032'SIDE OF THE GRAND TRUNK WESTERN RAILROAD STATION, AT A ROAD
 NF0032'CROSSING EAST OF THE STATION, ABOUT 50 YARDS EAST OF THE CENTER
 NF0032'LINE OF THE ROAD, 22 YARDS NORTH OF THE NORTHWEST CORNER OF THE
 NF0032'CONCRETE FOUNDATION OF AN ABANDONED WAREHOUSE, AND 20.3 FEET
 NF0032'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A COPPER BOLT,
 NF0032'STAMPED 248-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NF0032'NOTE-- SITE OF MARK HAS BEEN DITCHED OUT.
 NF0032
 NF0032                          STATION RECOVERY (1967)
 NF0032
 NF0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NF0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0232 ***********************************************************************
 RJ0232  DESIGNATION -  25
 RJ0232  PID         -  RJ0232
 RJ0232  STATE/COUNTY-  MI/CHIPPEWA
 RJ0232  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0232
 RJ0232                         *CURRENT SURVEY CONTROL
 RJ0232  ___________________________________________________________________
 RJ0232* NAD 83(1986)-  46 29 02.     (N)    084 15 31.     (W)     SCALED    
 RJ0232* NAVD 88     -       181.954  (meters)     596.96   (feet)  ADJUSTED  
 RJ0232  ___________________________________________________________________
 RJ0232  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0232  DYNAMIC HT  -         181.963 (meters)     596.99  (feet)  COMP
 RJ0232  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RJ0232
 RJ0232  VERT ORDER  -  FIRST     CLASS I
 RJ0232
 RJ0232.The horizontal coordinates were scaled from a topographic map and have
 RJ0232.an estimated accuracy of +/- 6 seconds.
 RJ0232
 RJ0232.The orthometric height was determined by differential leveling
 RJ0232.and adjusted by the National Geodetic Survey in June 1991..
 RJ0232
 RJ0232.The geoid height was determined by GEOID03.
 RJ0232
 RJ0232.The dynamic height is computed by dividing the NAVD 88
 RJ0232.geopotential number by the normal gravity value computed on the
 RJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0232.degrees latitude (g = 980.6199 gals.).
 RJ0232
 RJ0232.The modeled gravity was interpolated from observed gravity values.
 RJ0232
 RJ0232;                    North         East    Units  Estimated Accuracy
 RJ0232;SPC MI N     -   192,650.    8,210,440.      MT  (+/- 180 meters Scaled)
 RJ0232
 RJ0232                          SUPERSEDED SURVEY CONTROL
 RJ0232
 RJ0232  NGVD 29 (??/??/92)  181.97   (m)          597.0    (f) COMPUTED    1 1
 RJ0232
 RJ0232.Superseded values are not recommended for survey control.
 RJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0232.See file dsdata.txt to determine how the superseded data were derived.
 RJ0232
 RJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS104514(NAD 83)
 RJ0232_MARKER: Z = SEE DESCRIPTION
 RJ0232_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0232+WITH SETTING: INTO GROUND
 RJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0232+STABILITY: SURFACE MOTION
 RJ0232
 RJ0232  HISTORY     - Date     Condition        Report By
 RJ0232  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0232  HISTORY     - 1969     GOOD             USLS
 RJ0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0232
 RJ0232                          STATION DESCRIPTION
 RJ0232
 RJ0232'DESCRIBED BY US LAKE SURVEY 1969
 RJ0232'AT SUGAR ISLAND.
 RJ0232'25 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0232'DOCK, PROCEED 1.9 MILES EAST ON PAVED ROAD TO SOUTHEAST CORNER
 RJ0232'OF INTERSECTION, 42 FEET SOUTH OF CENTERLINE OF EAST-WEST ROAD,
 RJ0232'34 FEET EAST OF CENTERLINE OF NORTH-SOUTH ROAD, 8.5 FEET SOUTHWEST
 RJ0232'OF UTILITY POLE NO. SU I-25, 1/2-FOOT BELOW THE GROUND SURFACE,
 RJ0232'BEING HIGHEST POINT ON TOP OF A 1-1/2 INCH IRON ROD, 10 FEET
 RJ0232'LONG.
 RJ0232
 RJ0232                          STATION RECOVERY (1983)
 RJ0232
 RJ0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0232'NOT RECOVERED.  USING MEASUREMENTS FROM DESCRIPTION, BM LOCATION FALLS
 RJ0232'UNDER A 4 BY 4 FOOT SLAB OF A TELEPHONE JUNCTION BOX, POSSIBLY MARK
 RJ0232'STILL INTACT UNDER THE CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6846 ***********************************************************************
 AA6846  DESIGNATION -  25 250A
 AA6846  PID         -  AA6846
 AA6846  STATE/COUNTY-  MI/WAYNE
 AA6846  USGS QUAD   -  ROYAL OAK (1981)
 AA6846
 AA6846                         *CURRENT SURVEY CONTROL
 AA6846  ___________________________________________________________________
 AA6846* NAD 83(1994)-  42 24 10.09164(N)    083 08 16.05668(W)     ADJUSTED  
 AA6846* NAVD 88     -       197.1    (meters)     647.     (feet)  GPS OBS   
 AA6846  ___________________________________________________________________
 AA6846  X           -     563,604.121 (meters)                     COMP
 AA6846  Y           -  -4,683,272.930 (meters)                     COMP
 AA6846  Z           -   4,278,858.162 (meters)                     COMP
 AA6846  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AA6846  ELLIP HEIGHT-         162.92  (meters)          (07/12/02) GPS OBS
 AA6846  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AA6846
 AA6846  HORZ ORDER  -  FIRST
 AA6846  ELLP ORDER  -  FOURTH    CLASS I
 AA6846
 AA6846.The horizontal coordinates were established by GPS observations
 AA6846.and adjusted by the National Geodetic Survey in February 1997..
 AA6846
 AA6846.The orthometric height was determined by GPS observations and a
 AA6846.high-resolution geoid model.
 AA6846
 AA6846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6846
 AA6846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6846
 AA6846.The ellipsoidal height was determined by GPS observations
 AA6846.and is referenced to NAD 83.
 AA6846
 AA6846.The geoid height was determined by GEOID03.
 AA6846
 AA6846;                    North         East     Units Scale Factor Converg.
 AA6846;SPC MI S     -   101,019.615 4,101,159.006   MT  0.99994207   +0 50 10.6
 AA6846;SPC MI S     -   331,429.18 13,455,246.08   iFT  0.99994207   +0 50 10.6
 AA6846;UTM  17      - 4,696,714.372   324,070.208   MT  0.99998083   -1 26 31.1
 AA6846
 AA6846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6846!SPC MI S     -   0.99997445  x   0.99994207  =   0.99991652
 AA6846!UTM  17      -   0.99997445  x   0.99998083  =   0.99995528
 AA6846
 AA6846:                Primary Azimuth Mark                     Grid Az
 AA6846:SPC MI S     -  25 253                                   087 24 20.4
 AA6846:UTM  17      -  25 253                                   089 41 02.1
 AA6846
 AA6846|---------------------------------------------------------------------|
 AA6846| PID    Reference Object                     Distance      Geod. Az  |
 AA6846|                                                           dddmmss.s |
 AA6846| AA6836 25 253                              APPROX. 0.6 KM 0881431.0 |
 AA6846|---------------------------------------------------------------------|
 AA6846
 AA6846                          SUPERSEDED SURVEY CONTROL
 AA6846
 AA6846  ELLIP H (02/03/97)  162.95   (m)                       GP(       ) 4 1
 AA6846  NAD 83(1986)-  42 24 10.09615(N)    083 08 16.08775(W) AD(       ) 1
 AA6846
 AA6846.Superseded values are not recommended for survey control.
 AA6846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6846.See file dsdata.txt to determine how the superseded data were derived.
 AA6846
 AA6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2407096714(NAD 83)
 AA6846_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6846_STAMPING: 25-250A 1960
 AA6846_MARK LOGO: MI-163
 AA6846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6846+STABILITY: SURFACE MOTION
 AA6846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6846+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6846
 AA6846  HISTORY     - Date     Condition        Report By
 AA6846  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6846
 AA6846                          STATION DESCRIPTION
 AA6846
 AA6846'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6846'STATION IS LOCATED IN HIGHLAND PARK, MICHIGAN ON QUINCY STREET AT
 AA6846'FENKEL ROAD. TO REACH FROM INTERSTATE I-75 AND MCNICHOLS ROAD (EXIT
 AA6846'57) PROCEED WEST 2.7 MILESON MCNICHOLS ROAD TO LIVERNOIS ROAD, THENCE
 AA6846'GO SOUTH ON LIVERNOIS 1 MILETO FENKEL ROAD, THENCE GO EAST 0.15
 AA6846'MILESON FENKEL TO QUINCY STREET AND THE STATION IN THE NORTHEAST
 AA6846'QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN
 AA6846'THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON
 AA6846'MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6846'CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF QUINCY IS N
 AA6846'90 W,  43.4 FEET,  CENTERLINE OF FENKEL IS S 0 W, 30.9 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6836 ***********************************************************************
 AA6836  DESIGNATION -  25 253
 AA6836  PID         -  AA6836
 AA6836  STATE/COUNTY-  MI/WAYNE
 AA6836  USGS QUAD   -  ROYAL OAK (1981)
 AA6836
 AA6836                         *CURRENT SURVEY CONTROL
 AA6836  ___________________________________________________________________
 AA6836* NAD 83(1994)-  42 24 10.70489(N)    083 07 49.05932(W)     ADJUSTED  
 AA6836* NAVD 88     -       195.6    (meters)     642.     (feet)  GPS OBS   
 AA6836  ___________________________________________________________________
 AA6836  X           -     564,215.430 (meters)                     COMP
 AA6836  Y           -  -4,683,185.301 (meters)                     COMP
 AA6836  Z           -   4,278,871.076 (meters)                     COMP
 AA6836  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 AA6836  ELLIP HEIGHT-         161.35  (meters)          (07/12/02) GPS OBS
 AA6836  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 AA6836
 AA6836  HORZ ORDER  -  FIRST
 AA6836  ELLP ORDER  -  FOURTH    CLASS I
 AA6836
 AA6836.The horizontal coordinates were established by GPS observations
 AA6836.and adjusted by the National Geodetic Survey in February 1997..
 AA6836
 AA6836.The orthometric height was determined by GPS observations and a
 AA6836.high-resolution geoid model.
 AA6836
 AA6836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6836
 AA6836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6836
 AA6836.The ellipsoidal height was determined by GPS observations
 AA6836.and is referenced to NAD 83.
 AA6836
 AA6836.The geoid height was determined by GEOID03.
 AA6836
 AA6836;                    North         East     Units Scale Factor Converg.
 AA6836;SPC MI S     -   101,047.572 4,101,776.013   MT  0.99994205   +0 50 29.0
 AA6836;SPC MI S     -   331,520.91 13,457,270.38   iFT  0.99994205   +0 50 29.0
 AA6836;UTM  17      - 4,696,717.780   324,687.861   MT  0.99997816   -1 26 12.9
 AA6836
 AA6836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6836!SPC MI S     -   0.99997470  x   0.99994205  =   0.99991675
 AA6836!UTM  17      -   0.99997470  x   0.99997816  =   0.99995286
 AA6836
 AA6836:                Primary Azimuth Mark                     Grid Az
 AA6836:SPC MI S     -  25 250A                                  267 24 20.2
 AA6836:UTM  17      -  25 250A                                  269 41 02.1
 AA6836
 AA6836|---------------------------------------------------------------------|
 AA6836| PID    Reference Object                     Distance      Geod. Az  |
 AA6836|                                                           dddmmss.s |
 AA6836| AA6846 25 250A                             APPROX. 0.6 KM 2681449.2 |
 AA6836|---------------------------------------------------------------------|
 AA6836
 AA6836                          SUPERSEDED SURVEY CONTROL
 AA6836
 AA6836  ELLIP H (02/03/97)  161.39   (m)                       GP(       ) 4 1
 AA6836  NAD 83(1986)-  42 24 10.70941(N)    083 07 49.09047(W) AD(       ) 1
 AA6836
 AA6836.Superseded values are not recommended for survey control.
 AA6836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6836.See file dsdata.txt to determine how the superseded data were derived.
 AA6836
 AA6836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2468896718(NAD 83)
 AA6836_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6836_STAMPING: 25-253 1960
 AA6836_MARK LOGO: MI-163
 AA6836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6836+STABILITY: SURFACE MOTION
 AA6836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6836+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6836
 AA6836  HISTORY     - Date     Condition        Report By
 AA6836  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6836  HISTORY     - 20011212 GOOD             INDIV
 AA6836
 AA6836                          STATION DESCRIPTION
 AA6836
 AA6836'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6836'STATION IS LOCATED IN HIGHLAND PARK, MICHIGAN ON FENKEL ROAD AT ALDEN
 AA6836'STREET. TO REACH FROM INTERSTATE I-75 AND MCNICHOLS ROAD (EXIT 57)
 AA6836'PROCEED WEST 2.7 MILESON MCNICHOLS ROAD TO LIVERNOIS ROAD, THENCE GO
 AA6836'SOUTH ON LIVERNOIS 1 MILETO FENKEL ROAD, THENCE GO EAST 0.5 MILES ON
 AA6836'FENKEL TO ALDEN STREET AND THE STATION IN THE NORTHEAST QUADRANT. THE
 AA6836'STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6836'INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH
 AA6836'WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE
 AA6836'INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF ALDEN IS N 90 W,  21.1
 AA6836'FEET,  CENTERLINE OF FENKEL IS S 0 W, 29.4 FEET.
 AA6836
 AA6836                          STATION RECOVERY (2001)
 AA6836
 AA6836'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0450 ***********************************************************************
 NE0450  DESIGNATION -  25 6
 NE0450  PID         -  NE0450
 NE0450  STATE/COUNTY-  MI/OAKLAND
 NE0450  USGS QUAD   -  BIRMINGHAM (1981)
 NE0450
 NE0450                         *CURRENT SURVEY CONTROL
 NE0450  ___________________________________________________________________
 NE0450* NAD 83(1986)-  42 32 48.     (N)    083 12 22.     (W)     SCALED    
 NE0450* NAVD 88     -       233.104  (meters)     764.78   (feet)  ADJUSTED  
 NE0450  ___________________________________________________________________
 NE0450  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NE0450  DYNAMIC HT  -         233.038 (meters)     764.56  (feet)  COMP
 NE0450  MODELED GRAV-     980,330.3   (mgal)                       NAVD 88
 NE0450
 NE0450  VERT ORDER  -  SECOND    CLASS 0
 NE0450
 NE0450.The horizontal coordinates were scaled from a topographic map and have
 NE0450.an estimated accuracy of +/- 6 seconds.
 NE0450
 NE0450.The orthometric height was determined by differential leveling
 NE0450.and adjusted by the National Geodetic Survey in June 1991..
 NE0450
 NE0450.The geoid height was determined by GEOID03.
 NE0450
 NE0450.The dynamic height is computed by dividing the NAVD 88
 NE0450.geopotential number by the normal gravity value computed on the
 NE0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0450.degrees latitude (g = 980.6199 gals.).
 NE0450
 NE0450.The modeled gravity was interpolated from observed gravity values.
 NE0450
 NE0450;                    North         East    Units  Estimated Accuracy
 NE0450;SPC MI S     -   116,920.    4,095,320.      MT  (+/- 180 meters Scaled)
 NE0450
 NE0450                          SUPERSEDED SURVEY CONTROL
 NE0450
 NE0450  NGVD 29 (??/??/92)  233.234  (m)          765.20   (f) ADJ UNCH    2 0
 NE0450
 NE0450.Superseded values are not recommended for survey control.
 NE0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0450.See file dsdata.txt to determine how the superseded data were derived.
 NE0450
 NE0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH188128(NAD 83)
 NE0450_MARKER: DD = SURVEY DISK
 NE0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0450+STABILITY: SURFACE MOTION
 NE0450
 NE0450  HISTORY     - Date     Condition        Report By
 NE0450  HISTORY     - UNK      MONUMENTED       MI0490
 NE0450  HISTORY     - 1934     GOOD             NGS
 NE0450  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0450  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0450  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0450  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0450
 NE0450                          STATION DESCRIPTION
 NE0450
 NE0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0450'AT BIRMINGHAM.
 NE0450'AT BIRMINGHAM, OAKLAND COUNTY, AT THE NORTHWEST CORNER OF THE
 NE0450'INTERSECTION OF EAST MAPLE AND ADAMS ROADS, 14 YARDS NORTHWEST
 NE0450'OF THE INTERSECTION OF THE CENTERLINES, 10.5 YARDS WEST OF THE
 NE0450'CENTERLINE OF ADAMS ROAD, 10.5 YARDS NORTH OF THE CENTERLINE
 NE0450'OF EAST MAPLE ROAD, AND 1 INCH LOWER THAN THE SURFACE OF THE
 NE0450'SIDEWALK.  A CITY OF BIRMINGHAM STANDARD DISK, SET IN THE TOP
 NE0450'OF A CONCRETE POST.
 NE0450
 NE0450                          STATION RECOVERY (1983)
 NE0450
 NE0450'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0450'MARK NOT FOUND.
 NE0450
 NE0450                          STATION RECOVERY (1994)
 NE0450
 NE0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0450'MARK NOT FOUND.
 NE0450
 NE0450                          STATION RECOVERY (1994)
 NE0450
 NE0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0450'MARK NOT FOUND.
 NE0450
 NE0450                          STATION RECOVERY (1997)
 NE0450
 NE0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0450'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0474 ***********************************************************************
 RL0474  DESIGNATION -  25 A 1 MIGS
 RL0474  PID         -  RL0474
 RL0474  STATE/COUNTY-  MI/BARAGA
 RL0474  USGS QUAD   -  COVINGTON (1985)
 RL0474
 RL0474                         *CURRENT SURVEY CONTROL
 RL0474  ___________________________________________________________________
 RL0474* NAD 83(1986)-  46 32 28.     (N)    088 32 11.     (W)     SCALED    
 RL0474* NAVD 88     -       487.938  (meters)    1600.84   (feet)  ADJUSTED  
 RL0474  ___________________________________________________________________
 RL0474  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 RL0474  DYNAMIC HT  -         487.951 (meters)    1600.89  (feet)  COMP
 RL0474  MODELED GRAV-     980,624.8   (mgal)                       NAVD 88
 RL0474
 RL0474  VERT ORDER  -  FIRST     CLASS II
 RL0474
 RL0474.The horizontal coordinates were scaled from a topographic map and have
 RL0474.an estimated accuracy of +/- 6 seconds.
 RL0474
 RL0474.The orthometric height was determined by differential leveling
 RL0474.and adjusted by the National Geodetic Survey in June 1991..
 RL0474.WARNING-Repeat measurements at this control monument indicate possible
 RL0474.vertical movement.
 RL0474
 RL0474.The geoid height was determined by GEOID03.
 RL0474
 RL0474.The dynamic height is computed by dividing the NAVD 88
 RL0474.geopotential number by the normal gravity value computed on the
 RL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0474.degrees latitude (g = 980.6199 gals.).
 RL0474
 RL0474.The modeled gravity was interpolated from observed gravity values.
 RL0474
 RL0474;                    North         East    Units  Estimated Accuracy
 RL0474;SPC MI N     -   196,510.    7,882,170.      MT  (+/- 180 meters Scaled)
 RL0474
 RL0474                          SUPERSEDED SURVEY CONTROL
 RL0474
 RL0474  NGVD 29 (??/??/92)  487.915  (m)         1600.77   (f) ADJ UNCH    1 2
 RL0474
 RL0474.Superseded values are not recommended for survey control.
 RL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0474.See file dsdata.txt to determine how the superseded data were derived.
 RL0474
 RL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS822553(NAD 83)
 RL0474_MARKER: DD = SURVEY DISK
 RL0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0474_STAMPING: 25 A 1
 RL0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0474+STABILITY: SURFACE MOTION
 RL0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0474+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2001
 RL0474
 RL0474  HISTORY     - Date     Condition        Report By
 RL0474  HISTORY     - UNK      MONUMENTED       MIGS
 RL0474  HISTORY     - 1948     GOOD             NGS
 RL0474  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0474  HISTORY     - 20010606 GOOD             MIDT
 RL0474
 RL0474                          STATION DESCRIPTION
 RL0474
 RL0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0474'IN COVINGTON.
 RL0474'IN COVINGTON, IN THE SOUTHWEST CORNER OF THE CROSSING OF THE
 RL0474'DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AND U.S. HIGHWAY 141,
 RL0474'131 FEET WEST AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 RL0474'OF THE RAILROAD STATION, 50 FEET WEST OF THE CENTER LINE OF THE
 RL0474'HIGHWAY, 25 FEET SOUTH OF THE SOUTH RAIL, 24 FEET WEST-SOUTHWEST
 RL0474'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A SIGNAL SWITCH
 RL0474'BOX, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 RL0474'BELOW THE TRACK AND IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 RL0474'WITH THE GROUND.
 RL0474
 RL0474                          STATION RECOVERY (1985)
 RL0474
 RL0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0474'MARK NOT FOUND.
 RL0474
 RL0474                          STATION RECOVERY (2001)
 RL0474
 RL0474'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0474'IN COVINGTON, IN THE SW CORNER OF INTERSECTION OF US-141 AND RAILROAD
 RL0474'TRACKS, 61 FT W OF C/L US-141, 25 FT S OF S RAIL, 24 FT WSW OF SW
 RL0474'CORNER OF CONCRETE BASE FOR INACTIVE RR SIGNAL, 20 FT NW OF UTILITY
 RL0474'POLE, 2.7 FT SW OF UTILITY POLE ANCHOR CABLE, 0.9 FT S OF A WITNESS
 RL0474'POST, FLUSH WITH THE GROUND AND ABOUT 1 FT LOWER THAN HIGHWAY, A
 RL0474'SURVEY DISK IN SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0478 ***********************************************************************
 RL0478  DESIGNATION -  25 B 1 MIGS
 RL0478  PID         -  RL0478
 RL0478  STATE/COUNTY-  MI/BARAGA
 RL0478  USGS QUAD   -  COVINGTON (1985)
 RL0478
 RL0478                         *CURRENT SURVEY CONTROL
 RL0478  ___________________________________________________________________
 RL0478* NAD 83(1986)-  46 32 17.     (N)    088 35 05.     (W)     SCALED    
 RL0478* NAVD 88     -       453.283  (meters)    1487.15   (feet)  ADJUSTED  
 RL0478  ___________________________________________________________________
 RL0478  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 RL0478  DYNAMIC HT  -         453.296 (meters)    1487.19  (feet)  COMP
 RL0478  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 RL0478
 RL0478  VERT ORDER  -  FIRST     CLASS II
 RL0478
 RL0478.The horizontal coordinates were scaled from a topographic map and have
 RL0478.an estimated accuracy of +/- 6 seconds.
 RL0478
 RL0478.The orthometric height was determined by differential leveling
 RL0478.and adjusted by the National Geodetic Survey in June 1991..
 RL0478.WARNING-Repeat measurements at this control monument indicate possible
 RL0478.vertical movement.
 RL0478
 RL0478.The geoid height was determined by GEOID03.
 RL0478
 RL0478.The dynamic height is computed by dividing the NAVD 88
 RL0478.geopotential number by the normal gravity value computed on the
 RL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0478.degrees latitude (g = 980.6199 gals.).
 RL0478
 RL0478.The modeled gravity was interpolated from observed gravity values.
 RL0478
 RL0478;                    North         East    Units  Estimated Accuracy
 RL0478;SPC MI N     -   196,240.    7,878,460.      MT  (+/- 180 meters Scaled)
 RL0478
 RL0478                          SUPERSEDED SURVEY CONTROL
 RL0478
 RL0478  NGVD 29 (??/??/92)  453.194  (m)         1486.85   (f) ADJ UNCH    1 2
 RL0478
 RL0478.Superseded values are not recommended for survey control.
 RL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0478.See file dsdata.txt to determine how the superseded data were derived.
 RL0478
 RL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784550(NAD 83)
 RL0478_MARKER: DD = SURVEY DISK
 RL0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0478_STAMPING: 25 B 1
 RL0478_MARK LOGO: MIGS  
 RL0478_PROJECTION: PROJECTING 20 CENTIMETERS
 RL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0478+STABILITY: SURFACE MOTION
 RL0478
 RL0478  HISTORY     - Date     Condition        Report By
 RL0478  HISTORY     - UNK      MONUMENTED       MIGS
 RL0478  HISTORY     - 1948     GOOD             NGS
 RL0478  HISTORY     - 1985     GOOD             NGS
 RL0478  HISTORY     - 1989     GOOD             USPSQD
 RL0478
 RL0478                          STATION DESCRIPTION
 RL0478
 RL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0478'2.5 MI W FROM COVINGTON.
 RL0478'2.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0478'FROM THE STATION AT COVINGTON, AT THE CROSSING OF A PRIVATE
 RL0478'ROAD LEADING SOUTH TO A FARM, 39 FEET NORTH OF THE NORTH RAIL,
 RL0478'41 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 87 FEET SOUTH
 RL0478'OF THE CENTER LINE OF STATE HIGHWAY 28, 132 FEET SOUTHWEST OF
 RL0478'THE CENTER OF THE JUNCTION OF HIGHWAY 28 AND KETOLA ROAD LEADING
 RL0478'NORTH, 26 FEET SOUTHWEST OF POLE NO. 2754, 56 FEET EAST-SOUTHEAST
 RL0478'OF POLE NO. 2755, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL0478'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 RL0478'PROJECTING 5 INCHES.
 RL0478
 RL0478                          STATION RECOVERY (1985)
 RL0478
 RL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0478'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 RL0478'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0478'HIGHWAY 141 IN COVINGTON, 39.0 M (128.0 FT) WEST OF THE EXTENDED
 RL0478'CENTER OF NURKKALA ROAD, 26.6 M (87.3 FT) SOUTH OF THE CENTERLINE OF
 RL0478'THE HIGHWAY, 12.5 M (41.0 FT) EAST OF THE CENTER OF A GRAVELED ROAD
 RL0478'LEADING SOUTH, AND 11.9 M (39.0 FT) NORTH OF THE NEAR RAIL OF THE SOO
 RL0478'LINE RAILROAD.
 RL0478'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0478'THE MARK IS 0.6 M BELOW THE ROAD.
 RL0478
 RL0478                          STATION RECOVERY (1989)
 RL0478
 RL0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0221 ***********************************************************************
 RK0221  DESIGNATION -  25 B MIGS
 RK0221  PID         -  RK0221
 RK0221  STATE/COUNTY-  MI/MARQUETTE
 RK0221  USGS QUAD   -  ISHPEMING (1975)
 RK0221
 RK0221                         *CURRENT SURVEY CONTROL
 RK0221  ___________________________________________________________________
 RK0221* NAD 83(1986)-  46 29 28.     (N)    087 39 59.     (W)     SCALED    
 RK0221* NAVD 88     -       432.106  (meters)    1417.67   (feet)  ADJUSTED  
 RK0221  ___________________________________________________________________
 RK0221  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 RK0221  DYNAMIC HT  -         432.136 (meters)    1417.77  (feet)  COMP
 RK0221  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RK0221
 RK0221  VERT ORDER  -  FIRST     CLASS II
 RK0221
 RK0221.The horizontal coordinates were scaled from a topographic map and have
 RK0221.an estimated accuracy of +/- 6 seconds.
 RK0221
 RK0221.The orthometric height was determined by differential leveling
 RK0221.and adjusted by the National Geodetic Survey in June 1991..
 RK0221
 RK0221.The geoid height was determined by GEOID03.
 RK0221
 RK0221.The dynamic height is computed by dividing the NAVD 88
 RK0221.geopotential number by the normal gravity value computed on the
 RK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0221.degrees latitude (g = 980.6199 gals.).
 RK0221
 RK0221.The modeled gravity was interpolated from observed gravity values.
 RK0221
 RK0221;                    North         East    Units  Estimated Accuracy
 RK0221;SPC MI N     -   190,030.    7,948,840.      MT  (+/- 180 meters Scaled)
 RK0221
 RK0221                          SUPERSEDED SURVEY CONTROL
 RK0221
 RK0221  NGVD 29 (??/??/92)  432.067  (m)         1417.54   (f) ADJ UNCH    1 2
 RK0221
 RK0221.Superseded values are not recommended for survey control.
 RK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0221.See file dsdata.txt to determine how the superseded data were derived.
 RK0221
 RK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS488488(NAD 83)
 RK0221_MARKER: DD = SURVEY DISK
 RK0221_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RK0221_MARK LOGO: MIGS  
 RK0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0221+STABILITY: POSITION/ELEVATION WELL
 RK0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0221+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0221
 RK0221  HISTORY     - Date     Condition        Report By
 RK0221  HISTORY     - UNK      MONUMENTED       MIGS
 RK0221  HISTORY     - 1934     GOOD             MIGS
 RK0221  HISTORY     - 1985     GOOD             NGS
 RK0221  HISTORY     - 19910622 GOOD             USPSQD
 RK0221  HISTORY     - 20011011 GOOD             USPSQD
 RK0221  HISTORY     - 20041009 GOOD             USPSQD
 RK0221  HISTORY     - 20060718 GOOD             USPSQD
 RK0221
 RK0221                          STATION DESCRIPTION
 RK0221
 RK0221'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RK0221'AT ISHPEMING.
 RK0221'AT ISHPEMING, MARQUETTE COUNTY, AT THE NORTH SIDE OF THE POST
 RK0221'OFFICE BUILDING, 12 FEET FROM THE NORTHWEST CORNER, AND IN THE
 RK0221'TOP OF THE LIMESTONE TRIM AT THE FIRST FLOOR ELEVATION.  A STATE
 RK0221'SURVEY STANDARD DISK.
 RK0221
 RK0221                          STATION RECOVERY (1985)
 RK0221
 RK0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0221'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0221'ISHPEMING, AT THE INTERSECTION OF SECOND AND BANK STREETS, IN THE TOP
 RK0221'OF THE FOUNDATION WALL OF THE POST OFFICE, AT A RECESS IN THE NORTH
 RK0221'WALL AND BENEATH THE CENTER ONE OF SEVEN WINDOWS, 36.9 M (121.1 FT)
 RK0221'NORTH OF THE CENTER OF BANK STREET, 29.3 M (96.1 FT) WEST OF THE
 RK0221'CENTER OF SECOND STREET, 19.9 M (65.3 FT) EAST OF THE NORTHWEST CORNER
 RK0221'OF THE BUILDING, AND 16.7 M (54.8 FT) WEST OF THE NORTHEAST CORNER OF
 RK0221'THE BUILDING.
 RK0221'THE MARK IS 0.9 M ABOVE THE GROUND.
 RK0221
 RK0221                          STATION RECOVERY (1991)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0221'RECOVERED IN GOOD CONDITION.
 RK0221
 RK0221                          STATION RECOVERY (2001)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0221'RECOVERED IN GOOD CONDITION.
 RK0221
 RK0221                          STATION RECOVERY (2004)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0221'RECOVERED IN GOOD CONDITION.
 RK0221
 RK0221                          STATION RECOVERY (2006)
 RK0221
 RK0221'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0480 ***********************************************************************
 RL0480  DESIGNATION -  25 C 1 MIGS
 RL0480  PID         -  RL0480
 RL0480  STATE/COUNTY-  MI/BARAGA
 RL0480  USGS QUAD   -  SIDNAW (1985)
 RL0480
 RL0480                         *CURRENT SURVEY CONTROL
 RL0480  ___________________________________________________________________
 RL0480* NAD 83(1986)-  46 31 52.     (N)    088 37 52.     (W)     SCALED    
 RL0480* NAVD 88     -       439.764  (meters)    1442.79   (feet)  POSTED    
 RL0480  ___________________________________________________________________
 RL0480  GEOID HEIGHT-         -32.77  (meters)                     GEOID03
 RL0480  DYNAMIC HT  -         439.780 (meters)    1442.84  (feet)  COMP
 RL0480  MODELED GRAV-     980,631.7   (mgal)                       NAVD 88
 RL0480
 RL0480  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RL0480
 RL0480.The horizontal coordinates were scaled from a topographic map and have
 RL0480.an estimated accuracy of +/- 6 seconds.
 RL0480
 RL0480.The orthometric height was determined by differential leveling
 RL0480.and adjusted by the National Geodetic Survey in 1992..
 RL0480.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RL0480.rate of 3.1 thru 4.0 mm/km.
 RL0480
 RL0480.The geoid height was determined by GEOID03.
 RL0480
 RL0480.The dynamic height is computed by dividing the NAVD 88
 RL0480.geopotential number by the normal gravity value computed on the
 RL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0480.degrees latitude (g = 980.6199 gals.).
 RL0480
 RL0480.The modeled gravity was interpolated from observed gravity values.
 RL0480
 RL0480;                    North         East    Units  Estimated Accuracy
 RL0480;SPC MI N     -   195,540.    7,874,880.      MT  (+/- 180 meters Scaled)
 RL0480
 RL0480                          SUPERSEDED SURVEY CONTROL
 RL0480
 RL0480  NGVD 29 (??/??/92)  439.741  (m)         1442.72   (f) ADJ UNCH    1 2
 RL0480
 RL0480.Superseded values are not recommended for survey control.
 RL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0480.See file dsdata.txt to determine how the superseded data were derived.
 RL0480
 RL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS749543(NAD 83)
 RL0480_MARKER: DD = SURVEY DISK
 RL0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0480_STAMPING: 25 C 1 1934
 RL0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0480+STABILITY: SURFACE MOTION
 RL0480
 RL0480  HISTORY     - Date     Condition        Report By
 RL0480  HISTORY     - 1934     MONUMENTED       MIGS
 RL0480  HISTORY     - 1940     GOOD             NGS
 RL0480  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0480
 RL0480                          STATION DESCRIPTION
 RL0480
 RL0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RL0480'5 MI W FROM COVINGTON.
 RL0480'5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0480'FROM COVINGTON, BARAGA COUNTY, 820 FEET NORTHEAST OF MILEPOST
 RL0480'220, 116.5 FEET NORTHEAST OF A CROSSING SIGN, 56.3 FEET
 RL0480'NORTHEAST OF POLE 2838, 39.5 FEET NORTHWEST OF THE CENTERLINE
 RL0480'OF THE TRACK, AND 1 FOOT SOUTH OF A WHITE REFERENCE POST
 RL0480'STENCILED U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 25 C
 RL0480'1 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0480
 RL0480                          STATION RECOVERY (1985)
 RL0480
 RL0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0222 ***********************************************************************
 RK0222  DESIGNATION -  25 C MIGS
 RK0222  PID         -  RK0222
 RK0222  STATE/COUNTY-  MI/MARQUETTE
 RK0222  USGS QUAD   -  ISHPEMING (1975)
 RK0222
 RK0222                         *CURRENT SURVEY CONTROL
 RK0222  ___________________________________________________________________
 RK0222* NAD 83(1986)-  46 29 22.     (N)    087 40 16.     (W)     SCALED    
 RK0222* NAVD 88     -       431.069  (meters)    1414.27   (feet)  ADJUSTED  
 RK0222  ___________________________________________________________________
 RK0222  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 RK0222  DYNAMIC HT  -         431.099 (meters)    1414.36  (feet)  COMP
 RK0222  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RK0222
 RK0222  VERT ORDER  -  FIRST     CLASS II
 RK0222
 RK0222.The horizontal coordinates were scaled from a topographic map and have
 RK0222.an estimated accuracy of +/- 6 seconds.
 RK0222
 RK0222.The orthometric height was determined by differential leveling
 RK0222.and adjusted by the National Geodetic Survey in June 1991..
 RK0222
 RK0222.The geoid height was determined by GEOID03.
 RK0222
 RK0222.The dynamic height is computed by dividing the NAVD 88
 RK0222.geopotential number by the normal gravity value computed on the
 RK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0222.degrees latitude (g = 980.6199 gals.).
 RK0222
 RK0222.The modeled gravity was interpolated from observed gravity values.
 RK0222
 RK0222;                    North         East    Units  Estimated Accuracy
 RK0222;SPC MI N     -   189,840.    7,948,480.      MT  (+/- 180 meters Scaled)
 RK0222
 RK0222                          SUPERSEDED SURVEY CONTROL
 RK0222
 RK0222  NGVD 29 (??/??/92)  431.034  (m)         1414.15   (f) ADJ UNCH    1 2
 RK0222
 RK0222.Superseded values are not recommended for survey control.
 RK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0222.See file dsdata.txt to determine how the superseded data were derived.
 RK0222
 RK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS484486(NAD 83)
 RK0222_MARKER: DD = SURVEY DISK
 RK0222_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RK0222_MARK LOGO: MIGS  
 RK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0222+STABILITY: SURFACE MOTION
 RK0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0222+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0222
 RK0222  HISTORY     - Date     Condition        Report By
 RK0222  HISTORY     - UNK      MONUMENTED       MIGS
 RK0222  HISTORY     - 1934     GOOD             MIGS
 RK0222  HISTORY     - 1985     GOOD             NGS
 RK0222  HISTORY     - 19910622 GOOD             USPSQD
 RK0222  HISTORY     - 20011011 GOOD             USPSQD
 RK0222  HISTORY     - 20041009 GOOD             USPSQD
 RK0222  HISTORY     - 20060718 GOOD             USPSQD
 RK0222
 RK0222                          STATION DESCRIPTION
 RK0222
 RK0222'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RK0222'AT ISHPEMING.
 RK0222'AT ISHPEMING, MARQUETTE COUNTY, IN THE NORTH FACE OF THE CITY
 RK0222'FIRE HALL, 1 FOOT FROM THE NORTHEAST CORNER, AND 2-1/2 FEET
 RK0222'ABOVE GROUND.  A STATE SURVEY STANDARD DISK, SET VERTICALLY.
 RK0222
 RK0222                          STATION RECOVERY (1985)
 RK0222
 RK0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0222'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0222'ISHPEMING, AT THE INTERSECTION OF LAKE AND PEARL STREETS, SET
 RK0222'VERTICALLY IN THE NORTHEAST CORNER OF THE ISHPEMING POLICE AND FIRE
 RK0222'DEPARTMENT BUILDING, 16.9 M (55.1 FT) WEST OF THE CENTER OF LAKE
 RK0222'STREET, 11.9 M (39.0 FT) NORTH OF THE EXTENDED CENTER OF PEARL STREET,
 RK0222'AND 0.1 M (0.3 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 RK0222'THE MARK IS 1.0 M ABOVE THE GROUND.
 RK0222
 RK0222                          STATION RECOVERY (1991)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0222'RECOVERED IN GOOD CONDITION.
 RK0222
 RK0222                          STATION RECOVERY (2001)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0222'RECOVERED IN GOOD CONDITION.
 RK0222
 RK0222                          STATION RECOVERY (2004)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0222'RECOVERED IN GOOD CONDITION.
 RK0222
 RK0222                          STATION RECOVERY (2006)
 RK0222
 RK0222'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0482 ***********************************************************************
 RL0482  DESIGNATION -  25 D 1 MIGS
 RL0482  PID         -  RL0482
 RL0482  STATE/COUNTY-  MI/BARAGA
 RL0482  USGS QUAD   -  SIDNAW (1985)
 RL0482
 RL0482                         *CURRENT SURVEY CONTROL
 RL0482  ___________________________________________________________________
 RL0482* NAD 83(1986)-  46 30 49.     (N)    088 40 23.     (W)     SCALED    
 RL0482* NAVD 88     -       429.468  (meters)    1409.01   (feet)  POSTED    
 RL0482  ___________________________________________________________________
 RL0482  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 RL0482  DYNAMIC HT  -         429.480 (meters)    1409.05  (feet)  COMP
 RL0482  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 RL0482
 RL0482  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RL0482
 RL0482.The horizontal coordinates were scaled from a topographic map and have
 RL0482.an estimated accuracy of +/- 6 seconds.
 RL0482
 RL0482.The orthometric height was determined by differential leveling
 RL0482.and adjusted by the National Geodetic Survey in 1992..
 RL0482.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RL0482.rate of 4.1 thru 8.0 mm/km.
 RL0482
 RL0482.The geoid height was determined by GEOID03.
 RL0482
 RL0482.The dynamic height is computed by dividing the NAVD 88
 RL0482.geopotential number by the normal gravity value computed on the
 RL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0482.degrees latitude (g = 980.6199 gals.).
 RL0482
 RL0482.The modeled gravity was interpolated from observed gravity values.
 RL0482
 RL0482;                    North         East    Units  Estimated Accuracy
 RL0482;SPC MI N     -   193,670.    7,871,630.      MT  (+/- 180 meters Scaled)
 RL0482
 RL0482                          SUPERSEDED SURVEY CONTROL
 RL0482
 RL0482  NGVD 29 (??/??/92)  429.454  (m)         1408.97   (f) ADJ UNCH    1 2
 RL0482
 RL0482.Superseded values are not recommended for survey control.
 RL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0482.See file dsdata.txt to determine how the superseded data were derived.
 RL0482
 RL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS716524(NAD 83)
 RL0482_MARKER: DD = SURVEY DISK
 RL0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0482_STAMPING: 25 D 1 1934
 RL0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0482+STABILITY: SURFACE MOTION
 RL0482
 RL0482  HISTORY     - Date     Condition        Report By
 RL0482  HISTORY     - 1934     MONUMENTED       MIGS
 RL0482  HISTORY     - 1940     GOOD             NGS
 RL0482  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0482
 RL0482                          STATION DESCRIPTION
 RL0482
 RL0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RL0482'2 MI E FROM SIDNAW.
 RL0482'IN BARAGA COUNTY, 2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND
 RL0482'ATLANTIC RAILWAY FROM SIDNAW, HOUGHTON COUNTY, 10 POLES WEST
 RL0482'OF MILEPOST 222, 76.2 FEET NORTH OF A POLE, 40.9 FEET NORTH
 RL0482'OF THE CENTERLINE OF THE TRACK, 11.5 FEET SOUTH OF POLE 2927 E
 RL0482'46, AND 0.5 FOOT EAST OF A WHITE REFERENCE POST STENCILED
 RL0482'U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 25 D 1 1934 AND
 RL0482'SET IN THE TOP OF A CONCRETE POST.
 RL0482
 RL0482                          STATION RECOVERY (1985)
 RL0482
 RL0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0484 ***********************************************************************
 RL0484  DESIGNATION -  25 E 1 MIGS
 RL0484  PID         -  RL0484
 RL0484  STATE/COUNTY-  MI/HOUGHTON
 RL0484  USGS QUAD   -  SIDNAW (1985)
 RL0484
 RL0484                         *CURRENT SURVEY CONTROL
 RL0484  ___________________________________________________________________
 RL0484* NAD 83(1986)-  46 30 18.     (N)    088 42 19.     (W)     SCALED    
 RL0484* NAVD 88     -       418.644  (meters)    1373.50   (feet)  ADJUSTED  
 RL0484  ___________________________________________________________________
 RL0484  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 RL0484  DYNAMIC HT  -         418.655 (meters)    1373.54  (feet)  COMP
 RL0484  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RL0484
 RL0484  VERT ORDER  -  FIRST     CLASS II
 RL0484
 RL0484.The horizontal coordinates were scaled from a topographic map and have
 RL0484.an estimated accuracy of +/- 6 seconds.
 RL0484
 RL0484.The orthometric height was determined by differential leveling
 RL0484.and adjusted by the National Geodetic Survey in June 1991..
 RL0484.WARNING-Repeat measurements at this control monument indicate possible
 RL0484.vertical movement.
 RL0484
 RL0484.The geoid height was determined by GEOID03.
 RL0484
 RL0484.The dynamic height is computed by dividing the NAVD 88
 RL0484.geopotential number by the normal gravity value computed on the
 RL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0484.degrees latitude (g = 980.6199 gals.).
 RL0484
 RL0484.The modeled gravity was interpolated from observed gravity values.
 RL0484
 RL0484;                    North         East    Units  Estimated Accuracy
 RL0484;SPC MI N     -   192,760.    7,869,130.      MT  (+/- 180 meters Scaled)
 RL0484
 RL0484                          SUPERSEDED SURVEY CONTROL
 RL0484
 RL0484  NGVD 29 (??/??/92)  418.639  (m)         1373.48   (f) ADJ UNCH    1 2
 RL0484
 RL0484.Superseded values are not recommended for survey control.
 RL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0484.See file dsdata.txt to determine how the superseded data were derived.
 RL0484
 RL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS691515(NAD 83)
 RL0484_MARKER: DD = SURVEY DISK
 RL0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0484_STAMPING: 25 E 1
 RL0484_MARK LOGO: MIGS  
 RL0484_PROJECTION: PROJECTING 5 CENTIMETERS
 RL0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0484+STABILITY: SURFACE MOTION
 RL0484
 RL0484  HISTORY     - Date     Condition        Report By
 RL0484  HISTORY     - UNK      MONUMENTED       MIGS
 RL0484  HISTORY     - 1948     GOOD             NGS
 RL0484  HISTORY     - 1985     GOOD             NGS
 RL0484  HISTORY     - 1989     GOOD             USPSQD
 RL0484
 RL0484                          STATION DESCRIPTION
 RL0484
 RL0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0484'AT SIDNAW.
 RL0484'AT SIDNAW, 171 FEET WEST-NORTHWEST AND ACROSS THE TRACKS FROM
 RL0484'A ROAD FROM THE NORTHWEST CORNER OF THE DULUTH, SOUTH SHORE
 RL0484'AND ATLANTIC RAILWAY STATION, 41.4 FEET WEST OF THE WEST EDGE
 RL0484'OF A CONCRETE WALK, 84 FEET NORTHEAST OF THE CENTER OF THE
 RL0484'CROSSING OF THE D.S.S. AND AT. RY. AND THE CHICAGO, MILWAUKEE,
 RL0484'ST. PAUL AND PACIFIC RAILWAY, 69 FEET SOUTH OF THE CENTER
 RL0484'LINE OF STATE HIGHWAY 28, 26 FEET NORTH OF THE NORTH RAIL OF THE
 RL0484'NEAR SWITCH TRACK, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 RL0484'POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 RL0484'POST PROJECTING 2 INCHES.  NOTE-- PART OF THE CONCRETE IS
 RL0484'CHIPPED OFF BUT THE MARK APPEARS TO BE SOLID.
 RL0484
 RL0484                          STATION RECOVERY (1985)
 RL0484
 RL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0484'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.4 KM
 RL0484'(8.95 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0484'HIGHWAY 141 IN COVINGTON, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED
 RL0484'ROAD, 0.3 KM (0.2 MI) SOUTHWEAST OF THE SIDNAW POST OFFICE, 23.9 M
 RL0484'(78.4 FT) WEST OF THE CENTERLINE OF THE ROAD, 21.1 M (69.2 FT) SOUTH
 RL0484'OF THE CENTER OF A STREET LEADING WEST, AND 8.0 M (26.2 FT) NORTH OF
 RL0484'THE NEAR RAIL OF THE SOO LINE RAILROAD.
 RL0484'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL0484'THE MARK IS 1.0 M BELOW THE TRACKS.
 RL0484
 RL0484                          STATION RECOVERY (1989)
 RL0484
 RL0484'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0486 ***********************************************************************
 RL0486  DESIGNATION -  25 F 1 MIGS RESET 1948
 RL0486  PID         -  RL0486
 RL0486  STATE/COUNTY-  MI/HOUGHTON
 RL0486  USGS QUAD   -  SIDNAW (1985)
 RL0486
 RL0486                         *CURRENT SURVEY CONTROL
 RL0486  ___________________________________________________________________
 RL0486* NAD 83(1986)-  46 30 23.     (N)    088 42 27.     (W)     SCALED    
 RL0486* NAVD 88     -       419.572  (meters)    1376.55   (feet)  ADJUSTED  
 RL0486  ___________________________________________________________________
 RL0486  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 RL0486  DYNAMIC HT  -         419.583 (meters)    1376.58  (feet)  COMP
 RL0486  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RL0486
 RL0486  VERT ORDER  -  FIRST     CLASS II
 RL0486
 RL0486.The horizontal coordinates were scaled from a topographic map and have
 RL0486.an estimated accuracy of +/- 6 seconds.
 RL0486
 RL0486.The orthometric height was determined by differential leveling
 RL0486.and adjusted by the National Geodetic Survey in June 1991..
 RL0486
 RL0486.The geoid height was determined by GEOID03.
 RL0486
 RL0486.The dynamic height is computed by dividing the NAVD 88
 RL0486.geopotential number by the normal gravity value computed on the
 RL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0486.degrees latitude (g = 980.6199 gals.).
 RL0486
 RL0486.The modeled gravity was interpolated from observed gravity values.
 RL0486
 RL0486;                    North         East    Units  Estimated Accuracy
 RL0486;SPC MI N     -   192,920.    7,868,970.      MT  (+/- 180 meters Scaled)
 RL0486
 RL0486                          SUPERSEDED SURVEY CONTROL
 RL0486
 RL0486  NGVD 29 (??/??/92)  419.565  (m)         1376.52   (f) ADJ UNCH    1 2
 RL0486
 RL0486.Superseded values are not recommended for survey control.
 RL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0486.See file dsdata.txt to determine how the superseded data were derived.
 RL0486
 RL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS689517(NAD 83)
 RL0486_MARKER: DD = SURVEY DISK
 RL0486_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL0486_STAMPING: 25 F 1 RESET 1948
 RL0486_MARK LOGO: MIGS  
 RL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0486+STABILITY: SURFACE MOTION
 RL0486
 RL0486  HISTORY     - Date     Condition        Report By
 RL0486  HISTORY     - 1948     MONUMENTED       MIGS
 RL0486  HISTORY     - 1948     GOOD             NGS
 RL0486  HISTORY     - 1985     GOOD             NGS
 RL0486
 RL0486                          STATION DESCRIPTION
 RL0486
 RL0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0486'AT SIDNAW.
 RL0486'AT SIDNAW, SET VERTICALLY IN THE SOUTH FACE OF THE BRICK STORE
 RL0486'BUILDING (SHINGLERS STORE) HOUSING POST OFFICE, 0.7 FOOT WEST
 RL0486'OF THE SOUTHEAST CORNER OF THE BUILDING, AND 4.6 FEET ABOVE THE
 RL0486'SIDE WALK.
 RL0486
 RL0486                          STATION RECOVERY (1985)
 RL0486
 RL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0228 ***********************************************************************
 RK0228  DESIGNATION -  25 F MIGS
 RK0228  PID         -  RK0228
 RK0228  STATE/COUNTY-  MI/MARQUETTE
 RK0228  USGS QUAD   -  GREENWOOD (1975)
 RK0228
 RK0228                         *CURRENT SURVEY CONTROL
 RK0228  ___________________________________________________________________
 RK0228* NAD 83(1986)-  46 28 26.     (N)    087 47 09.     (W)     SCALED    
 RK0228* NAVD 88     -       463.514  (meters)    1520.71   (feet)  ADJUSTED  
 RK0228  ___________________________________________________________________
 RK0228  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 RK0228  DYNAMIC HT  -         463.540 (meters)    1520.80  (feet)  COMP
 RK0228  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 RK0228
 RK0228  VERT ORDER  -  SECOND    CLASS 0
 RK0228
 RK0228.The horizontal coordinates were scaled from a topographic map and have
 RK0228.an estimated accuracy of +/- 6 seconds.
 RK0228
 RK0228.The orthometric height was determined by differential leveling
 RK0228.and adjusted by the National Geodetic Survey in June 1991..
 RK0228
 RK0228.The geoid height was determined by GEOID03.
 RK0228
 RK0228.The dynamic height is computed by dividing the NAVD 88
 RK0228.geopotential number by the normal gravity value computed on the
 RK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0228.degrees latitude (g = 980.6199 gals.).
 RK0228
 RK0228.The modeled gravity was interpolated from observed gravity values.
 RK0228
 RK0228;                    North         East    Units  Estimated Accuracy
 RK0228;SPC MI N     -   188,200.    7,939,660.      MT  (+/- 180 meters Scaled)
 RK0228
 RK0228                          SUPERSEDED SURVEY CONTROL
 RK0228
 RK0228  NGVD 29 (??/??/92)  463.473  (m)         1520.58   (f) ADJ UNCH    2 0
 RK0228
 RK0228.Superseded values are not recommended for survey control.
 RK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0228.See file dsdata.txt to determine how the superseded data were derived.
 RK0228
 RK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS396470(NAD 83)
 RK0228_MARKER: DD = SURVEY DISK
 RK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0228_STAMPING: 25 F
 RK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0228+STABILITY: SURFACE MOTION
 RK0228
 RK0228  HISTORY     - Date     Condition        Report By
 RK0228  HISTORY     - UNK      MONUMENTED       MIGS
 RK0228  HISTORY     - 1948     GOOD             NGS
 RK0228  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0228
 RK0228                          STATION DESCRIPTION
 RK0228
 RK0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0228'IN GREENWOOD.
 RK0228'ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, AT GREENWOOD,
 RK0228'IN THE NORTHWEST QUARTER OF THE INTERSECTION OF A NORTH-SOUTH
 RK0228'GRAVEL ROAD, 46 FEET WEST OF THE CENTER LINE OF THE ROAD, 40
 RK0228'FEET NORTH OF THE NORTH RAIL, 31 FEET NORTHWEST OF THE CROSSING
 RK0228'WARNING SIGN, 8 FEET NORTHEAST OF THE FIRST POLE WEST OF THE
 RK0228'CROSSING, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RK0228'2 FEET BELOW THE LEVEL OF THE TRACK AND IN THE TOP OF A CONCRETE
 RK0228'POST PROJECTING 6 INCHES.
 RK0228
 RK0228                          STATION RECOVERY (1985)
 RK0228
 RK0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0487 ***********************************************************************
 RL0487  DESIGNATION -  25 G 1 MIGS
 RL0487  PID         -  RL0487
 RL0487  STATE/COUNTY-  MI/HOUGHTON
 RL0487  USGS QUAD   -  SIDNAW (1985)
 RL0487
 RL0487                         *CURRENT SURVEY CONTROL
 RL0487  ___________________________________________________________________
 RL0487* NAD 83(1986)-  46 30 25.     (N)    088 42 59.     (W)     SCALED    
 RL0487* NAVD 88     -       415.228  (meters)    1362.29   (feet)  ADJUSTED  
 RL0487  ___________________________________________________________________
 RL0487  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 RL0487  DYNAMIC HT  -         415.239 (meters)    1362.33  (feet)  COMP
 RL0487  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL0487
 RL0487  VERT ORDER  -  FIRST     CLASS II
 RL0487
 RL0487.The horizontal coordinates were scaled from a topographic map and have
 RL0487.an estimated accuracy of +/- 6 seconds.
 RL0487
 RL0487.The orthometric height was determined by differential leveling
 RL0487.and adjusted by the National Geodetic Survey in June 1991..
 RL0487
 RL0487.The geoid height was determined by GEOID03.
 RL0487
 RL0487.The dynamic height is computed by dividing the NAVD 88
 RL0487.geopotential number by the normal gravity value computed on the
 RL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0487.degrees latitude (g = 980.6199 gals.).
 RL0487
 RL0487.The modeled gravity was interpolated from observed gravity values.
 RL0487
 RL0487;                    North         East    Units  Estimated Accuracy
 RL0487;SPC MI N     -   193,000.    7,868,280.      MT  (+/- 180 meters Scaled)
 RL0487
 RL0487                          SUPERSEDED SURVEY CONTROL
 RL0487
 RL0487  NGVD 29 (??/??/92)  415.238  (m)         1362.33   (f) ADJ UNCH    1 2
 RL0487
 RL0487.Superseded values are not recommended for survey control.
 RL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0487.See file dsdata.txt to determine how the superseded data were derived.
 RL0487
 RL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS683518(NAD 83)
 RL0487_MARKER: DD = SURVEY DISK
 RL0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0487_STAMPING: 25 G 1 1934
 RL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0487+STABILITY: SURFACE MOTION
 RL0487
 RL0487  HISTORY     - Date     Condition        Report By
 RL0487  HISTORY     - 1934     MONUMENTED       MIGS
 RL0487  HISTORY     - 1954     GOOD             NGS
 RL0487  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0487  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0487
 RL0487                          STATION DESCRIPTION
 RL0487
 RL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RL0487'IN SIDNAW.
 RL0487'AT SIDNAW, HOUGHTON COUNTY, AT THE CROSSING OF THE CHICAGO,
 RL0487'MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATE HIGHWAY 28,
 RL0487'53 FEET NORTH OF, AND 42 FEET WEST OF A MAIN TRACK ROAD
 RL0487'CROSSING, 1 FOOT NORTHEAST OF A WHITE REFERENCE POST STENCILED
 RL0487'U.S.B.M.  A STATE SURVEY STANDARD DISK, STAMPED 25 G 1 1934 AND
 RL0487'SET IN THE TOP OF A CONCRETE POST.
 RL0487
 RL0487                          STATION RECOVERY (1982)
 RL0487
 RL0487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0487'MARK NOT FOUND.
 RL0487
 RL0487                          STATION RECOVERY (1985)
 RL0487
 RL0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0231 ***********************************************************************
 RK0231  DESIGNATION -  25 G MIGS
 RK0231  PID         -  RK0231
 RK0231  STATE/COUNTY-  MI/MARQUETTE
 RK0231  USGS QUAD   -  GREENWOOD (1975)
 RK0231
 RK0231                         *CURRENT SURVEY CONTROL
 RK0231  ___________________________________________________________________
 RK0231* NAD 83(1986)-  46 28 54.     (N)    087 50 11.     (W)     SCALED    
 RK0231* NAVD 88     -       468.949  (meters)    1538.54   (feet)  ADJUSTED  
 RK0231  ___________________________________________________________________
 RK0231  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 RK0231  DYNAMIC HT  -         468.974 (meters)    1538.63  (feet)  COMP
 RK0231  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 RK0231
 RK0231  VERT ORDER  -  SECOND    CLASS 0
 RK0231
 RK0231.The horizontal coordinates were scaled from a topographic map and have
 RK0231.an estimated accuracy of +/- 6 seconds.
 RK0231
 RK0231.The orthometric height was determined by differential leveling
 RK0231.and adjusted by the National Geodetic Survey in June 1991..
 RK0231
 RK0231.The geoid height was determined by GEOID03.
 RK0231
 RK0231.The dynamic height is computed by dividing the NAVD 88
 RK0231.geopotential number by the normal gravity value computed on the
 RK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0231.degrees latitude (g = 980.6199 gals.).
 RK0231
 RK0231.The modeled gravity was interpolated from observed gravity values.
 RK0231
 RK0231;                    North         East    Units  Estimated Accuracy
 RK0231;SPC MI N     -   189,100.    7,935,780.      MT  (+/- 180 meters Scaled)
 RK0231
 RK0231                          SUPERSEDED SURVEY CONTROL
 RK0231
 RK0231  NGVD 29 (??/??/92)  468.903  (m)         1538.39   (f) ADJ UNCH    2 0
 RK0231
 RK0231.Superseded values are not recommended for survey control.
 RK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0231.See file dsdata.txt to determine how the superseded data were derived.
 RK0231
 RK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS358479(NAD 83)
 RK0231_MARKER: DD = SURVEY DISK
 RK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0231_STAMPING: 25 G
 RK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0231+STABILITY: SURFACE MOTION
 RK0231
 RK0231  HISTORY     - Date     Condition        Report By
 RK0231  HISTORY     - UNK      MONUMENTED       MIGS
 RK0231  HISTORY     - 1948     GOOD             NGS
 RK0231  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0231
 RK0231                          STATION DESCRIPTION
 RK0231
 RK0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0231'2.5 MI W FROM GREENWOOD.
 RK0231'ABOUT 2.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0231'RAILWAY FROM THE CROSSING AT GREENWOOD, 33 RAILS SOUTHEAST OF
 RK0231'MILEPOST 179, 29 RAILS SOUTHEAST OF BLUEBERRY MINE JUNCTION,
 RK0231'46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET EAST OF A
 RK0231'16-INCH POPLAR TREE, 27 FEET NORTHEAST OF A 20-INCH POPLAR TREE,
 RK0231'ABOUT LEVEL WITH THE TRACK AND IN THE TOP OF A CONCRETE POST
 RK0231'PROJECTING 6 INCHES.
 RK0231
 RK0231                          STATION RECOVERY (1985)
 RK0231
 RK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0677 ***********************************************************************
 RK0677  DESIGNATION -  25 H RESET
 RK0677  PID         -  RK0677
 RK0677  STATE/COUNTY-  MI/MARQUETTE
 RK0677  USGS QUAD   -  GREENWOOD (1975)
 RK0677
 RK0677                         *CURRENT SURVEY CONTROL
 RK0677  ___________________________________________________________________
 RK0677* NAD 83(1986)-  46 29 36.     (N)    087 52 03.     (W)     SCALED    
 RK0677* NAVD 88     -       466.44   (meters)    1530.3    (feet)  RESET     
 RK0677  ___________________________________________________________________
 RK0677  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 RK0677
 RK0677  VERT ORDER  -  THIRD
 RK0677
 RK0677.The horizontal coordinates were scaled from a topographic map and have
 RK0677.an estimated accuracy of +/- 6 seconds.
 RK0677
 RK0677.The orthometric height was computed from unverified reset data.
 RK0677.No vertical observational check was made to the station.
 RK0677
 RK0677.The geoid height was determined by GEOID03.
 RK0677
 RK0677;                    North         East    Units  Estimated Accuracy
 RK0677;SPC MI N     -   190,420.    7,933,410.      MT  (+/- 180 meters Scaled)
 RK0677
 RK0677                          SUPERSEDED SURVEY CONTROL
 RK0677
 RK0677  NGVD 29 (03/27/06)  466.40   (m)         1530.2    (f) RESET       3  
 RK0677
 RK0677.Superseded values are not recommended for survey control.
 RK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0677.See file dsdata.txt to determine how the superseded data were derived.
 RK0677
 RK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS334492(NAD 83)
 RK0677_MARKER: DV = VERTICAL CONTROL DISK
 RK0677_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0677_SP_SET: BRIDGE ABUTMENT
 RK0677_STAMPING: 25 H RESET 1990
 RK0677_MARK LOGO: NGS   
 RK0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0677+STABILITY: SURFACE MOTION
 RK0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0677+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2004
 RK0677
 RK0677  HISTORY     - Date     Condition        Report By
 RK0677  HISTORY     - 1990     MONUMENTED       MIDT
 RK0677  HISTORY     - 20041028 GOOD             MIDT
 RK0677  HISTORY     - 20060705 GOOD             GEOCAC
 RK0677
 RK0677                          STATION DESCRIPTION
 RK0677
 RK0677'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 RK0677'ABOUT 1 MILE EAST ALONG U.S. 41 FROM THE JUNCTION OF STATE HIGHWAY
 RK0677'M-95 AT HUMBOLT, AT THE BRIDGE OVER THE MIDDLE BRANCH OF THE EXCANABA
 RK0677'RIVER, AND IN TO OF THE LOWEST STEP OF THE BUTRESS AT THE SOUTHWEST
 RK0677'ABUTMENT, 13.5 FEET SOUTH OF THE SOUTH CONCRETE RAILING OF THE
 RK0677'BRIDGE.
 RK0677
 RK0677                          STATION RECOVERY (2004)
 RK0677
 RK0677'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RK0677'RECOVERED IN GOOD CONDITION.
 RK0677
 RK0677                          STATION RECOVERY (2006)
 RK0677
 RK0677'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0349 ***********************************************************************
 RK0349  DESIGNATION -  25 J
 RK0349  PID         -  RK0349
 RK0349  STATE/COUNTY-  MI/MARQUETTE
 RK0349  USGS QUAD   -  CHAMPION (1975)
 RK0349
 RK0349                         *CURRENT SURVEY CONTROL
 RK0349  ___________________________________________________________________
 RK0349* NAD 83(1986)-  46 30 36.     (N)    087 57 15.     (W)     SCALED    
 RK0349* NAVD 88     -       490.963  (meters)    1610.77   (feet)  ADJUSTED  
 RK0349  ___________________________________________________________________
 RK0349  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 RK0349  DYNAMIC HT  -         490.985 (meters)    1610.84  (feet)  COMP
 RK0349  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 RK0349
 RK0349  VERT ORDER  -  SECOND    CLASS 0
 RK0349
 RK0349.The horizontal coordinates were scaled from a topographic map and have
 RK0349.an estimated accuracy of +/- 6 seconds.
 RK0349
 RK0349.The orthometric height was determined by differential leveling
 RK0349.and adjusted by the National Geodetic Survey in June 1991..
 RK0349
 RK0349.The geoid height was determined by GEOID03.
 RK0349
 RK0349.The dynamic height is computed by dividing the NAVD 88
 RK0349.geopotential number by the normal gravity value computed on the
 RK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0349.degrees latitude (g = 980.6199 gals.).
 RK0349
 RK0349.The modeled gravity was interpolated from observed gravity values.
 RK0349
 RK0349;                    North         East    Units  Estimated Accuracy
 RK0349;SPC MI N     -   192,350.    7,926,780.      MT  (+/- 180 meters Scaled)
 RK0349
 RK0349                          SUPERSEDED SURVEY CONTROL
 RK0349
 RK0349  NGVD 29 (??/??/92)  490.893  (m)         1610.54   (f) ADJ UNCH    2 0
 RK0349
 RK0349.Superseded values are not recommended for survey control.
 RK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0349.See file dsdata.txt to determine how the superseded data were derived.
 RK0349
 RK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS267511(NAD 83)
 RK0349_MARKER: DD = SURVEY DISK
 RK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0349+STABILITY: SURFACE MOTION
 RK0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0349+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1996
 RK0349
 RK0349  HISTORY     - Date     Condition        Report By
 RK0349  HISTORY     - 1934     MONUMENTED       MIGS
 RK0349  HISTORY     - 1934     GOOD             MIGS
 RK0349  HISTORY     - 1982     GOOD             MIDH
 RK0349  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0349  HISTORY     - 19961016 MARK NOT FOUND   MIDT
 RK0349
 RK0349                          STATION DESCRIPTION
 RK0349
 RK0349'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RK0349'0.2 MI SE FROM CHAMPION.
 RK0349'1/4 MILE SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0349'RAILWAY FROM THE STATION AT CHAMPION, MARQUETTE COUNTY, AT
 RK0349'THE JUNCTION OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD,
 RK0349'39 FEET NORTHEAST OF THE C.M.ST.P. AND P.R.R. TRACK, AND 26.2 FEET
 RK0349'SOUTH OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY TRACK.
 RK0349'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 RK0349'POST.
 RK0349
 RK0349                          STATION RECOVERY (1982)
 RK0349
 RK0349'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0349'THE CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD TRACK HAS BEEN REMOVED
 RK0349'AND THE GRADE IS NOW A WELL USED BUSH ROAD. PLACED METAL WITNESS POST
 RK0349'1 FOOT EAST OF MARK.
 RK0349
 RK0349                          STATION RECOVERY (1985)
 RK0349
 RK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0349'MARK NOT FOUND.
 RK0349
 RK0349                          STATION RECOVERY (1996)
 RK0349
 RK0349'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (SHN)
 RK0349'SEARCHED FOR AND NOT RECOVERED.  AREA APPEARS TO HAVE BEEN DITCHED FOR
 RK0349'WATER DRAINAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0350 ***********************************************************************
 RK0350  DESIGNATION -  25 K MIGS
 RK0350  PID         -  RK0350
 RK0350  STATE/COUNTY-  MI/MARQUETTE
 RK0350  USGS QUAD   -  CHAMPION (1975)
 RK0350
 RK0350                         *CURRENT SURVEY CONTROL
 RK0350  ___________________________________________________________________
 RK0350* NAD 83(1986)-  46 30 59.     (N)    087 58 26.     (W)     SCALED    
 RK0350* NAVD 88     -       487.183  (meters)    1598.37   (feet)  ADJUSTED  
 RK0350  ___________________________________________________________________
 RK0350  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 RK0350  DYNAMIC HT  -         487.201 (meters)    1598.43  (feet)  COMP
 RK0350  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 RK0350
 RK0350  VERT ORDER  -  SECOND    CLASS 0
 RK0350
 RK0350.The horizontal coordinates were scaled from a topographic map and have
 RK0350.an estimated accuracy of +/- 6 seconds.
 RK0350
 RK0350.The orthometric height was determined by differential leveling
 RK0350.and adjusted by the National Geodetic Survey in June 1991..
 RK0350
 RK0350.The geoid height was determined by GEOID03.
 RK0350
 RK0350.The dynamic height is computed by dividing the NAVD 88
 RK0350.geopotential number by the normal gravity value computed on the
 RK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0350.degrees latitude (g = 980.6199 gals.).
 RK0350
 RK0350.The modeled gravity was interpolated from observed gravity values.
 RK0350
 RK0350;                    North         East    Units  Estimated Accuracy
 RK0350;SPC MI N     -   193,080.    7,925,270.      MT  (+/- 180 meters Scaled)
 RK0350
 RK0350                          SUPERSEDED SURVEY CONTROL
 RK0350
 RK0350  NGVD 29 (??/??/92)  487.117  (m)         1598.15   (f) ADJ UNCH    2 0
 RK0350
 RK0350.Superseded values are not recommended for survey control.
 RK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0350.See file dsdata.txt to determine how the superseded data were derived.
 RK0350
 RK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS252518(NAD 83)
 RK0350_MARKER: DD = SURVEY DISK
 RK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0350+STABILITY: SURFACE MOTION
 RK0350
 RK0350  HISTORY     - Date     Condition        Report By
 RK0350  HISTORY     - UNK      MONUMENTED       MIGS
 RK0350  HISTORY     - 1948     GOOD             NGS
 RK0350  HISTORY     - 1982     MARK NOT FOUND   MIDH
 RK0350  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0350
 RK0350                          STATION DESCRIPTION
 RK0350
 RK0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0350'AT CHAMPION.
 RK0350'AT CHAMPION, MARQUETTE COUNTY, 88 FEET WEST OF THE SOUTHWEST
 RK0350'CORNER OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD
 RK0350'STATION, IN THE SOUTHEAST QUARDRANT OF THE CROSSING OF COUNTY
 RK0350'ROAD AF, 90 FEET FROM THE SOUTHWEST CORNER OF A RESTAURANT
 RK0350'BUILDING SOUTH OF THE STATION, AND 5.5 FEET SOUTH OF A STEEL
 RK0350'CROSSING SIGN.  A STATE SURVEY STANDARD DISK, SET IN THE TOP
 RK0350'OF A CONCRETE POST.
 RK0350
 RK0350                          STATION RECOVERY (1982)
 RK0350
 RK0350'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0350'MARK NOT FOUND.
 RK0350
 RK0350                          STATION RECOVERY (1985)
 RK0350
 RK0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0351 ***********************************************************************
 RK0351  DESIGNATION -  25 L
 RK0351  PID         -  RK0351
 RK0351  STATE/COUNTY-  MI/MARQUETTE
 RK0351  USGS QUAD   -  CHAMPION (1975)
 RK0351
 RK0351                         *CURRENT SURVEY CONTROL
 RK0351  ___________________________________________________________________
 RK0351* NAD 83(1986)-  46 30 58.     (N)    087 58 26.     (W)     SCALED    
 RK0351* NAVD 88     -       483.544  (meters)    1586.43   (feet)  ADJUSTED  
 RK0351  ___________________________________________________________________
 RK0351  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 RK0351  DYNAMIC HT  -         483.562 (meters)    1586.49  (feet)  COMP
 RK0351  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 RK0351
 RK0351  VERT ORDER  -  FIRST     CLASS II
 RK0351
 RK0351.The horizontal coordinates were scaled from a topographic map and have
 RK0351.an estimated accuracy of +/- 6 seconds.
 RK0351
 RK0351.The orthometric height was determined by differential leveling
 RK0351.and adjusted by the National Geodetic Survey in June 1991..
 RK0351
 RK0351.The geoid height was determined by GEOID03.
 RK0351
 RK0351.The dynamic height is computed by dividing the NAVD 88
 RK0351.geopotential number by the normal gravity value computed on the
 RK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0351.degrees latitude (g = 980.6199 gals.).
 RK0351
 RK0351.The modeled gravity was interpolated from observed gravity values.
 RK0351
 RK0351;                    North         East    Units  Estimated Accuracy
 RK0351;SPC MI N     -   193,050.    7,925,270.      MT  (+/- 180 meters Scaled)
 RK0351
 RK0351                          SUPERSEDED SURVEY CONTROL
 RK0351
 RK0351  NGVD 29 (??/??/92)  483.475  (m)         1586.20   (f) ADJ UNCH    1 2
 RK0351
 RK0351.Superseded values are not recommended for survey control.
 RK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0351.See file dsdata.txt to determine how the superseded data were derived.
 RK0351
 RK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS252518(NAD 83)
 RK0351_MARKER: DD = SURVEY DISK
 RK0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0351_STAMPING: 25 L
 RK0351_MARK LOGO: MIGS  
 RK0351_PROJECTION: PROJECTING 10 CENTIMETERS
 RK0351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0351+STABILITY: SURFACE MOTION
 RK0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0351+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RK0351
 RK0351  HISTORY     - Date     Condition        Report By
 RK0351  HISTORY     - 1934     MONUMENTED       MIGS
 RK0351  HISTORY     - 1948     GOOD             NGS
 RK0351  HISTORY     - 1982     GOOD             MIDH
 RK0351  HISTORY     - 1985     GOOD             NGS
 RK0351  HISTORY     - 19961016 GOOD             MIDT
 RK0351  HISTORY     - 20050919 GOOD             MIDT
 RK0351
 RK0351                          STATION DESCRIPTION
 RK0351
 RK0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0351'0.5 MI W FROM CHAMPION.
 RK0351'ABOUT 0.5 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0351'FROM THE STATION AT CHAMPION, IN THE SOUTHWEST QUARTER OF THE
 RK0351'CROSSING OF U.S. HIGHWAY 41, 245 FEET WEST OF THE CENTER OF
 RK0351'THE CROSSING, 90 FEET WEST OF POWER POLE NO. 12192, 42 FEET
 RK0351'SOUTH OF THE SOUTH RAIL, 39 FEET SOUTHEAST OF A YARD LIMIT SIGN,
 RK0351'5 FEET EAST OF A NORTH-SOUTH FENCE LINE, 1 FOOT NORTHWEST OF
 RK0351'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 RK0351'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
 RK0351
 RK0351                          STATION RECOVERY (1982)
 RK0351
 RK0351'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0351'METAL WITNESS POST 1 FOOT SOUTH OF MARK.
 RK0351
 RK0351                          STATION RECOVERY (1985)
 RK0351
 RK0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0351'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.7 KM (0.45
 RK0351'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RK0351'74.7 M (245.1 FT) NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 RK0351'SOO LINE RAILROAD AND THE HIGHWAY, 33.9 M (111.2 FT) SOUTHWEST OF THE
 RK0351'CENTERLINE OF THE HIGHWAY, 27.5 M (90.2 FT) WEST OF UTILITY POLE
 RK0351'NUMBER 12192, AND 12.8 M (42.0 FT) SOUTHWEST OF THE NEAR RAIL.
 RK0351'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RK0351'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RK0351
 RK0351                          STATION RECOVERY (1996)
 RK0351
 RK0351'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (SHN)
 RK0351'RECOVERED AS DESCRIBED.
 RK0351
 RK0351                          STATION RECOVERY (2005)
 RK0351
 RK0351'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RK0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2524 ***********************************************************************
 AB2524  DESIGNATION -  25 M RESET
 AB2524  PID         -  AB2524
 AB2524  STATE/COUNTY-  MI/MARQUETTE
 AB2524  USGS QUAD   -  MICHIGAMME (1956)
 AB2524
 AB2524                         *CURRENT SURVEY CONTROL
 AB2524  ___________________________________________________________________
 AB2524* NAD 83(1986)-  46 31 41.     (N)    088 00 10.     (W)     SCALED    
 AB2524* NAVD 88     -       475.18   (meters)    1559.0    (feet)  RESET     
 AB2524  ___________________________________________________________________
 AB2524  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AB2524
 AB2524  VERT ORDER  -  THIRD
 AB2524
 AB2524.The horizontal coordinates were scaled from a topographic map and have
 AB2524.an estimated accuracy of +/- 6 seconds.
 AB2524
 AB2524.The orthometric height was computed from unverified reset data.
 AB2524
 AB2524.The geoid height was determined by GEOID03.
 AB2524
 AB2524;                    North         East    Units  Estimated Accuracy
 AB2524;SPC MI N     -   194,400.    7,923,070.      MT  (+/- 180 meters Scaled)
 AB2524
 AB2524                          SUPERSEDED SURVEY CONTROL
 AB2524
 AB2524.No superseded survey control is available for this station.
 AB2524
 AB2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS230532(NAD 83)
 AB2524_MARKER: DV = VERTICAL CONTROL DISK
 AB2524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB2524_SP_SET: BRIDGE ABUTMENT
 AB2524_STAMPING: 25 M RESET 1995
 AB2524_MARK LOGO: NGS   
 AB2524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2524
 AB2524  HISTORY     - Date     Condition        Report By
 AB2524  HISTORY     - 1995     MONUMENTED       MIDT
 AB2524  HISTORY     - 20011011 GOOD             USPSQD
 AB2524  HISTORY     - 20050906 GOOD             USPSQD
 AB2524
 AB2524                          STATION DESCRIPTION
 AB2524
 AB2524'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 AB2524'3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 AB2524'IN CHAMPION, IN THE SOUTHWEST END OF THE SOUTHEASST CONCRETE ABUTMENT
 AB2524'OF A NEW 1995 HIGHWAY BRIDGE OVER THE PESHEKEE RIVER, 11.6 M (38.1 FT)
 AB2524'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 0.24 M (0.79 FT) NORTH AND
 AB2524'0.27 M (0.89 FT) WEST OF THE SOUTHWEST CORNER OF THE EAST ABUTMENT.  A
 AB2524'NGS VERTICAL CONTROL DISC. STATION IS 1.6 M (5.2 FT) BELOW THE HEIGHT
 AB2524'OF THE HIGHWAY. DESCRIBED BY BRIAN R. TAVOLA, MIDT, TYPED BY RONALD L.
 AB2524'RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AB2524
 AB2524                          STATION RECOVERY (2001)
 AB2524
 AB2524'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AB2524'RECOVERED IN GOOD CONDITION.
 AB2524
 AB2524                          STATION RECOVERY (2005)
 AB2524
 AB2524'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 AB2524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0003 ***********************************************************************
 RL0003  DESIGNATION -  25 N MIGS
 RL0003  PID         -  RL0003
 RL0003  STATE/COUNTY-  MI/MARQUETTE
 RL0003  USGS QUAD   -  MICHIGAMME (1956)
 RL0003
 RL0003                         *CURRENT SURVEY CONTROL
 RL0003  ___________________________________________________________________
 RL0003* NAD 83(1986)-  46 32 23.     (N)    088 03 24.     (W)     SCALED    
 RL0003* NAVD 88     -       478.243  (meters)    1569.04   (feet)  ADJUSTED  
 RL0003  ___________________________________________________________________
 RL0003  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 RL0003  DYNAMIC HT  -         478.262 (meters)    1569.10  (feet)  COMP
 RL0003  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 RL0003
 RL0003  VERT ORDER  -  FIRST     CLASS II
 RL0003
 RL0003.The horizontal coordinates were scaled from a topographic map and have
 RL0003.an estimated accuracy of +/- 6 seconds.
 RL0003
 RL0003.The orthometric height was determined by differential leveling
 RL0003.and adjusted by the National Geodetic Survey in June 1991..
 RL0003
 RL0003.The geoid height was determined by GEOID03.
 RL0003
 RL0003.The dynamic height is computed by dividing the NAVD 88
 RL0003.geopotential number by the normal gravity value computed on the
 RL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0003.degrees latitude (g = 980.6199 gals.).
 RL0003
 RL0003.The modeled gravity was interpolated from observed gravity values.
 RL0003
 RL0003;                    North         East    Units  Estimated Accuracy
 RL0003;SPC MI N     -   195,750.    7,918,960.      MT  (+/- 180 meters Scaled)
 RL0003
 RL0003                          SUPERSEDED SURVEY CONTROL
 RL0003
 RL0003  NGVD 29 (??/??/92)  478.191  (m)         1568.87   (f) ADJ UNCH    1 2
 RL0003
 RL0003.Superseded values are not recommended for survey control.
 RL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0003.See file dsdata.txt to determine how the superseded data were derived.
 RL0003
 RL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS189545(NAD 83)
 RL0003_MARKER: DD = SURVEY DISK
 RL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0003_MARK LOGO: MIGS  
 RL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0003+STABILITY: SURFACE MOTION
 RL0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0003+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL0003
 RL0003  HISTORY     - Date     Condition        Report By
 RL0003  HISTORY     - UNK      MONUMENTED       MIGS
 RL0003  HISTORY     - 1934     GOOD             NGS
 RL0003  HISTORY     - 1985     GOOD             NGS
 RL0003  HISTORY     - 20050919 GOOD             MIDT
 RL0003
 RL0003                          STATION DESCRIPTION
 RL0003
 RL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RL0003'2.5 MI E FROM MICHIGAMME.
 RL0003'2.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0003'RAILWAY FROM MICHIGAMME, MARQUETTE COUNTY, AT A ROAD CROSSING,
 RL0003'50.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 21.9 FEET SOUTH
 RL0003'OF THE TRACK, 61.0 FEET SOUTHWEST OF A POLE, 27.7 FEET SOUTHWEST
 RL0003'OF A STEEL CROSSING SIGN, AND 25.7 FEET NORTH OF A FENCE CORNER.
 RL0003'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 RL0003
 RL0003                          STATION RECOVERY (1985)
 RL0003
 RL0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0003'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RL0003'FT) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RL0003'THENCE 0.3 KM (0.2 MI) SOUTH ALONG BROWN ROAD, 15.3 M (50.2 FT) EAST
 RL0003'OF THE CENTER OF THE ROAD, AND 6.7 M (22.0 FT) SOUTH OF THE NEAR RAIL
 RL0003'OF THE SOO LINE RAILROAD.
 RL0003'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0003'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RL0003
 RL0003                          STATION RECOVERY (2005)
 RL0003
 RL0003'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RL0003'STATIC AND RTK GPS OPERATIONS PERFORMED FROM THIS POINT WITH GOOD
 RL0003'RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0004 ***********************************************************************
 RL0004  DESIGNATION -  25 O MIGS
 RL0004  PID         -  RL0004
 RL0004  STATE/COUNTY-  MI/MARQUETTE
 RL0004  USGS QUAD   -  MICHIGAMME (1956)
 RL0004
 RL0004                         *CURRENT SURVEY CONTROL
 RL0004  ___________________________________________________________________
 RL0004* NAD 83(1986)-  46 32 16.     (N)    088 05 50.     (W)     SCALED    
 RL0004* NAVD 88     -       475.178  (meters)    1558.98   (feet)  ADJUSTED  
 RL0004  ___________________________________________________________________
 RL0004  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 RL0004  DYNAMIC HT  -         475.198 (meters)    1559.05  (feet)  COMP
 RL0004  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 RL0004
 RL0004  VERT ORDER  -  FIRST     CLASS II
 RL0004
 RL0004.The horizontal coordinates were scaled from a topographic map and have
 RL0004.an estimated accuracy of +/- 6 seconds.
 RL0004
 RL0004.The orthometric height was determined by differential leveling
 RL0004.and adjusted by the National Geodetic Survey in June 1991..
 RL0004
 RL0004.The geoid height was determined by GEOID03.
 RL0004
 RL0004.The dynamic height is computed by dividing the NAVD 88
 RL0004.geopotential number by the normal gravity value computed on the
 RL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0004.degrees latitude (g = 980.6199 gals.).
 RL0004
 RL0004.The modeled gravity was interpolated from observed gravity values.
 RL0004
 RL0004;                    North         East    Units  Estimated Accuracy
 RL0004;SPC MI N     -   195,580.    7,915,840.      MT  (+/- 180 meters Scaled)
 RL0004
 RL0004                          SUPERSEDED SURVEY CONTROL
 RL0004
 RL0004  NGVD 29 (??/??/92)  475.139  (m)         1558.85   (f) ADJ UNCH    1 2
 RL0004
 RL0004.Superseded values are not recommended for survey control.
 RL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0004.See file dsdata.txt to determine how the superseded data were derived.
 RL0004
 RL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS158543(NAD 83)
 RL0004_MARKER: DD = SURVEY DISK
 RL0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0004_MARK LOGO: MIGS  
 RL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0004+STABILITY: SURFACE MOTION
 RL0004
 RL0004  HISTORY     - Date     Condition        Report By
 RL0004  HISTORY     - UNK      MONUMENTED       MIGS
 RL0004  HISTORY     - 1951     GOOD             NGS
 RL0004  HISTORY     - 1985     GOOD             NGS
 RL0004  HISTORY     - 20050906 GOOD             USPSQD
 RL0004
 RL0004                          STATION DESCRIPTION
 RL0004
 RL0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RL0004'0.5 MI E FROM MICHIGAMME.
 RL0004'1/2 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0004'FROM THE STATION AT MICHIGAMME, MARQUETTE COUNTY, ON U.S. HIGHWAY
 RL0004'41, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE
 RL0004'SOUTH HEADWALL, 27.9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 RL0004'HIGHWAY, 29.7 FEET EAST OF A HILL SIGN, AND 62.0 FEET NORTHWEST
 RL0004'OF A SIDETRACK, 300 FEET SOUTHEAST OF MOUNT SHASTA LODGE.  A
 RL0004'STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 RL0004
 RL0004                          STATION RECOVERY (1985)
 RL0004
 RL0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0004'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.3 KM (7.0
 RL0004'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RL0004'0.5 KM (.03 MI) WEST OF A REST AREA, 0.2 KM (0.1 MI) EAST OF THE
 RL0004'INTERSECTION OF A GRAVELED ROAD LEADING SOUTH, IN THE WEST END OF THE
 RL0004'SOUTH CONCRETE HEADWALL OF A 4 BY 12 FOOT BOX CULVERT, 8.6 M (28.2 FT)
 RL0004'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) EAST OF THE
 RL0004'WEST OF THE HEADWALL.
 RL0004'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 RL0004
 RL0004                          STATION RECOVERY (2005)
 RL0004
 RL0004'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0005 ***********************************************************************
 RL0005  DESIGNATION -  25 P MIGS
 RL0005  PID         -  RL0005
 RL0005  STATE/COUNTY-  MI/BARAGA
 RL0005  USGS QUAD   -  THREE LAKES (1975)
 RL0005
 RL0005                         *CURRENT SURVEY CONTROL
 RL0005  ___________________________________________________________________
 RL0005* NAD 83(1986)-  46 32 19.     (N)    088 07 46.     (W)     SCALED    
 RL0005* NAVD 88     -       488.55   (+/-2cm)    1602.9    (feet)  VERTCON   
 RL0005  ___________________________________________________________________
 RL0005  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 RL0005
 RL0005  VERT ORDER  -  ? (See Below)
 RL0005
 RL0005.The horizontal coordinates were scaled from a topographic map and have
 RL0005.an estimated accuracy of +/- 6 seconds.
 RL0005
 RL0005.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0005.The vertical order pertains to the NGVD 29 superseded value.
 RL0005
 RL0005.The geoid height was determined by GEOID03.
 RL0005
 RL0005;                    North         East    Units  Estimated Accuracy
 RL0005;SPC MI N     -   195,710.    7,913,370.      MT  (+/- 180 meters Scaled)
 RL0005
 RL0005                          SUPERSEDED SURVEY CONTROL
 RL0005
 RL0005  NGVD 29 (??/??/92)  488.505  (m)         1602.70   (f) ADJ UNCH    ?  
 RL0005
 RL0005.Superseded values are not recommended for survey control.
 RL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0005.See file dsdata.txt to determine how the superseded data were derived.
 RL0005
 RL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS133545(NAD 83)
 RL0005_MARKER: DD = SURVEY DISK
 RL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0005+STABILITY: SURFACE MOTION
 RL0005
 RL0005  HISTORY     - Date     Condition        Report By
 RL0005  HISTORY     - UNK      MONUMENTED       MIGS
 RL0005  HISTORY     - 1951     GOOD             NGS
 RL0005  HISTORY     - 1981     POOR             LOCENG
 RL0005  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0005
 RL0005                          STATION DESCRIPTION
 RL0005
 RL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RL0005'1 MI W FROM MICHIGAMME.
 RL0005'IN BARAGA COUNTY, 1 MILE WEST ALONG THE DULUTH, SOUTH SHORE
 RL0005'AND ATLANTIC RAILWAY FROM THE STATION AT MICHIGAMME, MARQUETTE
 RL0005'COUNTY, 81.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FLAG
 RL0005'STATION, 45.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 RL0005'SHEET METAL GARAGE, AT THE SOUTHEAST QUADRANT OF A ROAD CROSSING,
 RL0005'28.5 FEET SOUTH OF THE TRACK, 19.0 FEET FROM THE RIGHT-OF-WAY
 RL0005'FENCE, AND 12.5 FEET EAST OF A NORTH-AND-SOUTH FENCE, AT
 RL0005'MICHIGAMME LUMBER COMPANY, 31 FEET SOUTH AND 52 FEET EAST OF
 RL0005'RAILROAD CROSSING.  A STATE SURVEY STANDARD DISK, SET IN THE
 RL0005'TOP OF A CONCRETE POST.
 RL0005
 RL0005                          STATION RECOVERY (1981)
 RL0005
 RL0005'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 RL0005'MARK RECOVERED IN POOR CONDITION.
 RL0005
 RL0005                          STATION RECOVERY (1985)
 RL0005
 RL0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0006 ***********************************************************************
 RL0006  DESIGNATION -  25 Q MIGS
 RL0006  PID         -  RL0006
 RL0006  STATE/COUNTY-  MI/BARAGA
 RL0006  USGS QUAD   -  THREE LAKES (1975)
 RL0006
 RL0006                         *CURRENT SURVEY CONTROL
 RL0006  ___________________________________________________________________
 RL0006* NAD 83(1986)-  46 32 40.     (N)    088 09 51.     (W)     SCALED    
 RL0006* NAVD 88     -       496.75   (+/-2cm)    1629.8    (feet)  VERTCON   
 RL0006  ___________________________________________________________________
 RL0006  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 RL0006
 RL0006  VERT ORDER  -  ? (See Below)
 RL0006
 RL0006.The horizontal coordinates were scaled from a topographic map and have
 RL0006.an estimated accuracy of +/- 6 seconds.
 RL0006
 RL0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0006.The vertical order pertains to the NGVD 29 superseded value.
 RL0006
 RL0006.The geoid height was determined by GEOID03.
 RL0006
 RL0006;                    North         East    Units  Estimated Accuracy
 RL0006;SPC MI N     -   196,390.    7,910,720.      MT  (+/- 180 meters Scaled)
 RL0006
 RL0006                          SUPERSEDED SURVEY CONTROL
 RL0006
 RL0006  NGVD 29 (??/??/92)  496.712  (m)         1629.63   (f) ADJ UNCH    ?  
 RL0006
 RL0006.Superseded values are not recommended for survey control.
 RL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0006.See file dsdata.txt to determine how the superseded data were derived.
 RL0006
 RL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS107552(NAD 83)
 RL0006_MARKER: DD = SURVEY DISK
 RL0006_SETTING: 66 = SET IN ROCK OUTCROP
 RL0006_SP_SET: ROCK OUTCROP
 RL0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0006+STABILITY: POSITION/ELEVATION WELL
 RL0006
 RL0006  HISTORY     - Date     Condition        Report By
 RL0006  HISTORY     - UNK      MONUMENTED       MIGS
 RL0006  HISTORY     - 1934     GOOD             MIGS
 RL0006  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0006
 RL0006                          STATION DESCRIPTION
 RL0006
 RL0006'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0006'2 MI E FROM THREE LAKES.
 RL0006'2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0006'FROM THREE LAKES, BARAGA COUNTY, 116 FEET WEST OF MILEPOST
 RL0006'196, 28.5 FEET SOUTH OF A 10-INCH WHITE PINE TREE, 25.7 FEET
 RL0006'NORTH OF THE TRACK, 22.2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 RL0006'13.8 FEET WEST OF A POLE AND IN THE TOP OF A ROCK OUTCROP.  A
 RL0006'STATE SURVEY STANDARD DISK.
 RL0006
 RL0006                          STATION RECOVERY (1985)
 RL0006
 RL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0007 ***********************************************************************
 RL0007  DESIGNATION -  25 R MIGS
 RL0007  PID         -  RL0007
 RL0007  STATE/COUNTY-  MI/BARAGA
 RL0007  USGS QUAD   -  THREE LAKES (1975)
 RL0007
 RL0007                         *CURRENT SURVEY CONTROL
 RL0007  ___________________________________________________________________
 RL0007* NAD 83(1986)-  46 33 14.     (N)    088 12 08.     (W)     SCALED    
 RL0007* NAVD 88     -       493.75   (+/-2cm)    1619.9    (feet)  VERTCON   
 RL0007  ___________________________________________________________________
 RL0007  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 RL0007
 RL0007  VERT ORDER  -  ? (See Below)
 RL0007
 RL0007.The horizontal coordinates were scaled from a topographic map and have
 RL0007.an estimated accuracy of +/- 6 seconds.
 RL0007
 RL0007.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0007.The vertical order pertains to the NGVD 29 superseded value.
 RL0007
 RL0007.The geoid height was determined by GEOID03.
 RL0007
 RL0007;                    North         East    Units  Estimated Accuracy
 RL0007;SPC MI N     -   197,490.    7,907,820.      MT  (+/- 180 meters Scaled)
 RL0007
 RL0007                          SUPERSEDED SURVEY CONTROL
 RL0007
 RL0007  NGVD 29 (??/??/92)  493.710  (m)         1619.78   (f) ADJ UNCH    ?  
 RL0007
 RL0007.Superseded values are not recommended for survey control.
 RL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0007.See file dsdata.txt to determine how the superseded data were derived.
 RL0007
 RL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS078562(NAD 83)
 RL0007_MARKER: DD = SURVEY DISK
 RL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0007+STABILITY: SURFACE MOTION
 RL0007
 RL0007  HISTORY     - Date     Condition        Report By
 RL0007  HISTORY     - UNK      MONUMENTED       MIGS
 RL0007  HISTORY     - 1934     GOOD             MIGS
 RL0007  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0007  HISTORY     - 20000710 MARK NOT FOUND   MIDT
 RL0007
 RL0007                          STATION DESCRIPTION
 RL0007
 RL0007'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0007'AT THREE LAKES.
 RL0007'AT THREE LAKES, BARAGA COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RL0007'ATLANTIC RAILWAY, 320 FEET EAST OF MILEPOST 198, 68.0 FEET
 RL0007'SOUTH OF POLE 2009, 32.8 FEET NORTHWEST OF A WHISTLE POST, 44
 RL0007'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 41, AND 29.6 FEET
 RL0007'NORTH OF THE TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE
 RL0007'TOP OF A CONCRETE POST.
 RL0007
 RL0007                          STATION RECOVERY (1985)
 RL0007
 RL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0007'MARK NOT FOUND.
 RL0007
 RL0007                          STATION RECOVERY (2000)
 RL0007
 RL0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0007'A THOROUGH SEARCHED REVEALED NO EVIDENCE OF THE MARK. IT WAS
 RL0007'REFERENCED ON 1950 HIGHWAY CONTRUCTION PLANS FOR US41, WITH STATION
 RL0007'AND OFFSET BUT A RAIL SPUR IS AT THIS LOCATION NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0008 ***********************************************************************
 RL0008  DESIGNATION -  25 S MIGS
 RL0008  PID         -  RL0008
 RL0008  STATE/COUNTY-  MI/BARAGA
 RL0008  USGS QUAD   -  NESTORIA (1985)
 RL0008
 RL0008                         *CURRENT SURVEY CONTROL
 RL0008  ___________________________________________________________________
 RL0008* NAD 83(1986)-  46 34 05.     (N)    088 15 38.     (W)     SCALED    
 RL0008* NAVD 88     -       508.761  (meters)    1669.16   (feet)  ADJUSTED  
 RL0008  ___________________________________________________________________
 RL0008  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 RL0008  DYNAMIC HT  -         508.780 (meters)    1669.22  (feet)  COMP
 RL0008  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RL0008
 RL0008  VERT ORDER  -  FIRST     CLASS II
 RL0008
 RL0008.The horizontal coordinates were scaled from a topographic map and have
 RL0008.an estimated accuracy of +/- 6 seconds.
 RL0008
 RL0008.The orthometric height was determined by differential leveling
 RL0008.and adjusted by the National Geodetic Survey in June 1991..
 RL0008
 RL0008.The geoid height was determined by GEOID03.
 RL0008
 RL0008.The dynamic height is computed by dividing the NAVD 88
 RL0008.geopotential number by the normal gravity value computed on the
 RL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0008.degrees latitude (g = 980.6199 gals.).
 RL0008
 RL0008.The modeled gravity was interpolated from observed gravity values.
 RL0008
 RL0008;                    North         East    Units  Estimated Accuracy
 RL0008;SPC MI N     -   199,130.    7,903,370.      MT  (+/- 180 meters Scaled)
 RL0008
 RL0008                          SUPERSEDED SURVEY CONTROL
 RL0008
 RL0008  NGVD 29 (??/??/92)  508.721  (m)         1669.03   (f) ADJ UNCH    1 2
 RL0008
 RL0008.Superseded values are not recommended for survey control.
 RL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0008.See file dsdata.txt to determine how the superseded data were derived.
 RL0008
 RL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS033579(NAD 83)
 RL0008_MARKER: DD = SURVEY DISK
 RL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0008+STABILITY: SURFACE MOTION
 RL0008
 RL0008  HISTORY     - Date     Condition        Report By
 RL0008  HISTORY     - UNK      MONUMENTED       MIGS
 RL0008  HISTORY     - 1934     GOOD             MIGS
 RL0008  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0008
 RL0008                          STATION DESCRIPTION
 RL0008
 RL0008'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0008'AT NESTORIA.
 RL0008'AT NESTORIA, BARAGA COUNTY, 65.5 FEET NORTHWEST OF THE SOUTHWEST
 RL0008'CORNER OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION
 RL0008'PLATFORM 60.0 FEET SOUTHWEST OF THE SOUTHWEST FOOTING OF THE
 RL0008'WATER TANK, 36.6 FEET SOUTHEAST OF A POLE, AND 20.8 FEET NORTH
 RL0008'OF THE MAIN LINE TRACK OF THE WEST BRANCH.  A STATE SURVEY
 RL0008'STANDARD DISK, STAMPED 25 S AND SET IN THE TOP OF A CONCRETE
 RL0008'POST.
 RL0008
 RL0008                          STATION RECOVERY (1982)
 RL0008
 RL0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0008'MARK NOT FOUND.
 RL0008
 RL0008                          STATION RECOVERY (1985)
 RL0008
 RL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0009 ***********************************************************************
 RL0009  DESIGNATION -  25 T MIGS
 RL0009  PID         -  RL0009
 RL0009  STATE/COUNTY-  MI/BARAGA
 RL0009  USGS QUAD   -  NESTORIA (1985)
 RL0009
 RL0009                         *CURRENT SURVEY CONTROL
 RL0009  ___________________________________________________________________
 RL0009* NAD 83(1986)-  46 34 05.     (N)    088 16 00.     (W)     SCALED    
 RL0009* NAVD 88     -       509.026  (meters)    1670.03   (feet)  ADJUSTED  
 RL0009  ___________________________________________________________________
 RL0009  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 RL0009  DYNAMIC HT  -         509.046 (meters)    1670.10  (feet)  COMP
 RL0009  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RL0009
 RL0009  VERT ORDER  -  FIRST     CLASS II
 RL0009
 RL0009.The horizontal coordinates were scaled from a topographic map and have
 RL0009.an estimated accuracy of +/- 6 seconds.
 RL0009
 RL0009.The orthometric height was determined by differential leveling
 RL0009.and adjusted by the National Geodetic Survey in June 1991..
 RL0009
 RL0009.The geoid height was determined by GEOID03.
 RL0009
 RL0009.The dynamic height is computed by dividing the NAVD 88
 RL0009.geopotential number by the normal gravity value computed on the
 RL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0009.degrees latitude (g = 980.6199 gals.).
 RL0009
 RL0009.The modeled gravity was interpolated from observed gravity values.
 RL0009
 RL0009;                    North         East    Units  Estimated Accuracy
 RL0009;SPC MI N     -   199,140.    7,902,900.      MT  (+/- 180 meters Scaled)
 RL0009
 RL0009                          SUPERSEDED SURVEY CONTROL
 RL0009
 RL0009  NGVD 29 (??/??/92)  508.987  (m)         1669.90   (f) ADJ UNCH    1 2
 RL0009
 RL0009.Superseded values are not recommended for survey control.
 RL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0009.See file dsdata.txt to determine how the superseded data were derived.
 RL0009
 RL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS029579(NAD 83)
 RL0009_MARKER: DD = SURVEY DISK
 RL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0009_STAMPING: 25 T
 RL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0009+STABILITY: SURFACE MOTION
 RL0009
 RL0009  HISTORY     - Date     Condition        Report By
 RL0009  HISTORY     - UNK      MONUMENTED       MIGS
 RL0009  HISTORY     - 1948     GOOD             NGS
 RL0009  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0009  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0009
 RL0009                          STATION DESCRIPTION
 RL0009
 RL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0009'0.4 MI W FROM NESTORIA.
 RL0009'ABOUT 0.45 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0009'RAILWAY FROM THE STATION AT NESTORIA, 35.8 FEET SOUTH OF THE SOUTH
 RL0009'RAIL, 72 FEET SOUTH AND ACROSS THE TRACKS FROM THE SOUTHEAST
 RL0009'CORNER OF A TOOL HOUSE, 106 FEET SOUTHWEST AND ACROSS THE TRACKS
 RL0009'FROM POLE NO. 2140, 115 FEET SOUTHWEST AND ACROSS THE TRACK
 RL0009'FROM THE SOUTHWEST CORNER OF A SECTION HOUSE, 76.5 FEET
 RL0009'SOUTHWEST AND ACROSS THE TRACK FROM A SWITCH STAND, 2 FEET ABOVE
 RL0009'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0009'4 INCHES.
 RL0009
 RL0009                          STATION RECOVERY (1982)
 RL0009
 RL0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0009'MARK NOT FOUND.
 RL0009
 RL0009                          STATION RECOVERY (1985)
 RL0009
 RL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0285 ***********************************************************************
 NE0285  DESIGNATION -  25 USLS
 NE0285  PID         -  NE0285
 NE0285  STATE/COUNTY-  MI/ST CLAIR
 NE0285  USGS QUAD   -  
 NE0285
 NE0285                         *CURRENT SURVEY CONTROL
 NE0285  ___________________________________________________________________
 NE0285* NAD 83(1986)-  42 43 11.     (N)    082 29 32.     (W)     SCALED    
 NE0285* NAVD 88     -       178.929  (meters)     587.04   (feet)  ADJUSTED  
 NE0285  ___________________________________________________________________
 NE0285  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0285  DYNAMIC HT  -         178.880 (meters)     586.88  (feet)  COMP
 NE0285  MODELED GRAV-     980,342.5   (mgal)                       NAVD 88
 NE0285
 NE0285  VERT ORDER  -  FIRST     CLASS 0
 NE0285
 NE0285.The horizontal coordinates were scaled from a topographic map and have
 NE0285.an estimated accuracy of +/- 6 seconds.
 NE0285
 NE0285.The orthometric height was determined by differential leveling
 NE0285.and adjusted by the National Geodetic Survey in June 1991..
 NE0285.WARNING-Repeat measurements at this control monument indicate possible
 NE0285.vertical movement.
 NE0285
 NE0285.The geoid height was determined by GEOID03.
 NE0285
 NE0285.The dynamic height is computed by dividing the NAVD 88
 NE0285.geopotential number by the normal gravity value computed on the
 NE0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0285.degrees latitude (g = 980.6199 gals.).
 NE0285
 NE0285.The modeled gravity was interpolated from observed gravity values.
 NE0285
 NE0285;                    North         East    Units  Estimated Accuracy
 NE0285;SPC MI S     -   137,190.    4,153,510.      MT  (+/- 180 meters Scaled)
 NE0285
 NE0285                          SUPERSEDED SURVEY CONTROL
 NE0285
 NE0285  NGVD 29 (??/??/??)  179.053  (m)          587.44   (f) ADJUSTED    1 0
 NE0285
 NE0285.Superseded values are not recommended for survey control.
 NE0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0285.See file dsdata.txt to determine how the superseded data were derived.
 NE0285
 NE0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH778307(NAD 83)
 NE0285_MARKER: B = BOLT
 NE0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0285_SP_SET: STONE
 NE0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0285+STABILITY: SURFACE MOTION
 NE0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0285+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 NE0285
 NE0285  HISTORY     - Date     Condition        Report By
 NE0285  HISTORY     - 1898     MONUMENTED       USLS
 NE0285  HISTORY     - 1970     GOOD             USLS
 NE0285  HISTORY     - 1980     GOOD             NGS
 NE0285  HISTORY     - 19990424 GOOD             USPSQD
 NE0285  HISTORY     - 20011001 GOOD             MI-147
 NE0285
 NE0285                          STATION DESCRIPTION
 NE0285
 NE0285'DESCRIBED BY US LAKE SURVEY 1970
 NE0285'AT MARINE CITY.
 NE0285'25 IS AT MARINE CITY, ST. CLAIR COUNTY, MICHIGAN, AT NORTH
 NE0285'CORNER OF NORTH MAIN AND BROADWAY STREETS, ON NORTH MAIN STREET
 NE0285'SIDE OF THE CITY HALL, 6.2 FEET FROM THE SOUTHEAST CORNER,
 NE0285'2-3/4 FEET ABOVE THE CONCRETE WALK, ON TOP OF NORTHEAST END
 NE0285'OF STONE SILL OF OPENING IN THE ENTRANCE, BEING HIGHEST POINT
 NE0285'ON TOP OF A BRASS BOLT SET INTO THE STONE, MARKED USPBM.
 NE0285'NOTE-- BM 1898
 NE0285
 NE0285                          STATION RECOVERY (1980)
 NE0285
 NE0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0285'IN MARINE CITY AT CITY HALL, SET IN TOP OF THE NORTHEAST END OF
 NE0285'THE STONE SILL ON THE SOUTHEAST SIDE OF THE BROADWAY ENTRANCE
 NE0285'PORCH TO CITY HALL, NOTE, THIS MARK IS A 3/8-INCH BRASS BOLT AND
 NE0285'US PBM IS ENGRAVED AROUND IT, 3.8 METERS (12.6 FEET) NORTHWEST
 NE0285'OF THE NORTHWEST EDGE OF THE SIDEWALK AROUND THE BUILDING, 4.45
 NE0285'METERS (14.6 FEET) SOUTHWEST OF THE FACE OF THE 4 FOOT HIGH BRICK
 NE0285'FOUNDATION FOR THE NORTH MAIN STREET ENTRANCE. 1.9 METER (6.2 FEET)
 NE0285'NORTHEAST OF THE SOUTH CORNER OF THE STONE FOUNDATION FOR THE PORCH
 NE0285'THE MARK IS 0.9 M ABOVE SIDEWALK.
 NE0285
 NE0285                          STATION RECOVERY (1999)
 NE0285
 NE0285'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0285'RECOVERED IN GOOD CONDITION.
 NE0285
 NE0285                          STATION RECOVERY (2001)
 NE0285
 NE0285'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0285'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0285'SUBMITTED - FEBRUARY 21, 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0010 ***********************************************************************
 RL0010  DESIGNATION -  25 V MIGS
 RL0010  PID         -  RL0010
 RL0010  STATE/COUNTY-  MI/BARAGA
 RL0010  USGS QUAD   -  NESTORIA (1985)
 RL0010
 RL0010                         *CURRENT SURVEY CONTROL
 RL0010  ___________________________________________________________________
 RL0010* NAD 83(1986)-  46 33 51.     (N)    088 19 16.     (W)     SCALED    
 RL0010* NAVD 88     -       507.489  (meters)    1664.99   (feet)  ADJUSTED  
 RL0010  ___________________________________________________________________
 RL0010  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 RL0010  DYNAMIC HT  -         507.508 (meters)    1665.05  (feet)  COMP
 RL0010  MODELED GRAV-     980,635.2   (mgal)                       NAVD 88
 RL0010
 RL0010  VERT ORDER  -  FIRST     CLASS II
 RL0010
 RL0010.The horizontal coordinates were scaled from a topographic map and have
 RL0010.an estimated accuracy of +/- 6 seconds.
 RL0010
 RL0010.The orthometric height was determined by differential leveling
 RL0010.and adjusted by the National Geodetic Survey in June 1991..
 RL0010
 RL0010.The geoid height was determined by GEOID03.
 RL0010
 RL0010.The dynamic height is computed by dividing the NAVD 88
 RL0010.geopotential number by the normal gravity value computed on the
 RL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0010.degrees latitude (g = 980.6199 gals.).
 RL0010
 RL0010.The modeled gravity was interpolated from observed gravity values.
 RL0010
 RL0010;                    North         East    Units  Estimated Accuracy
 RL0010;SPC MI N     -   198,770.    7,898,720.      MT  (+/- 180 meters Scaled)
 RL0010
 RL0010                          SUPERSEDED SURVEY CONTROL
 RL0010
 RL0010  NGVD 29 (??/??/92)  507.450  (m)         1664.86   (f) ADJ UNCH    1 2
 RL0010
 RL0010.Superseded values are not recommended for survey control.
 RL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0010.See file dsdata.txt to determine how the superseded data were derived.
 RL0010
 RL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS987575(NAD 83)
 RL0010_MARKER: DD = SURVEY DISK
 RL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0010_STAMPING: 25 V
 RL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0010+STABILITY: SURFACE MOTION
 RL0010
 RL0010  HISTORY     - Date     Condition        Report By
 RL0010  HISTORY     - UNK      MONUMENTED       MIGS
 RL0010  HISTORY     - 1948     GOOD             NGS
 RL0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0010
 RL0010                          STATION DESCRIPTION
 RL0010
 RL0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0010'3.2 MI W FROM NESTORIA.
 RL0010'ABOUT 3.15 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0010'RAILWAY FROM THE STATION AT NESTORIA, ABOUT 0.4 MILE EAST OF
 RL0010'A BRIDGE OVER TIOGA RIVER, AT THE WEST END OF A CURVE IN THE
 RL0010'TRACK WITH TANGENTS WEST AND SOUTHEAST, 28.2 FEET NORTH OF THE
 RL0010'NORTH RAIL, 21 FEET SOUTH-SOUTHEAST OF POLE NO. 2250, 23.5 FEET
 RL0010'SOUTHWEST OF THE HIGHEST POINT OF A 12 BY 10 BY 4-FOOT BOULDER,
 RL0010'66 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD (OLD U.S.
 RL0010'HIGHWAY 41), 5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0010'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0010'4 INCHES.
 RL0010
 RL0010                          STATION RECOVERY (1985)
 RL0010
 RL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0013 ***********************************************************************
 RL0013  DESIGNATION -  25 W MIGS
 RL0013  PID         -  RL0013
 RL0013  STATE/COUNTY-  MI/BARAGA
 RL0013  USGS QUAD   -  NESTORIA (1985)
 RL0013
 RL0013                         *CURRENT SURVEY CONTROL
 RL0013  ___________________________________________________________________
 RL0013* NAD 83(1986)-  46 33 27.     (N)    088 20 58.     (W)     SCALED    
 RL0013* NAVD 88     -       512.123  (meters)    1680.19   (feet)  ADJUSTED  
 RL0013  ___________________________________________________________________
 RL0013  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 RL0013  DYNAMIC HT  -         512.141 (meters)    1680.25  (feet)  COMP
 RL0013  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RL0013
 RL0013  VERT ORDER  -  SECOND    CLASS 0
 RL0013
 RL0013.The horizontal coordinates were scaled from a topographic map and have
 RL0013.an estimated accuracy of +/- 6 seconds.
 RL0013
 RL0013.The orthometric height was determined by differential leveling
 RL0013.and adjusted by the National Geodetic Survey in June 1991..
 RL0013
 RL0013.The geoid height was determined by GEOID03.
 RL0013
 RL0013.The dynamic height is computed by dividing the NAVD 88
 RL0013.geopotential number by the normal gravity value computed on the
 RL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0013.degrees latitude (g = 980.6199 gals.).
 RL0013
 RL0013.The modeled gravity was interpolated from observed gravity values.
 RL0013
 RL0013;                    North         East    Units  Estimated Accuracy
 RL0013;SPC MI N     -   198,070.    7,896,540.      MT  (+/- 180 meters Scaled)
 RL0013
 RL0013                          SUPERSEDED SURVEY CONTROL
 RL0013
 RL0013  NGVD 29 (??/??/92)  512.079  (m)         1680.05   (f) ADJ UNCH    2 0
 RL0013
 RL0013.Superseded values are not recommended for survey control.
 RL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0013.See file dsdata.txt to determine how the superseded data were derived.
 RL0013
 RL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS965568(NAD 83)
 RL0013_MARKER: DD = SURVEY DISK
 RL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0013_STAMPING: 25 W
 RL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0013+STABILITY: SURFACE MOTION
 RL0013
 RL0013  HISTORY     - Date     Condition        Report By
 RL0013  HISTORY     - UNK      MONUMENTED       MIGS
 RL0013  HISTORY     - 1948     GOOD             NGS
 RL0013  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0013
 RL0013                          STATION DESCRIPTION
 RL0013
 RL0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0013'4.6 MI W FROM NESTORIA.
 RL0013'ABOUT 4.65 MILES WEST ALONG THE DULUTH SOUTH SHORE AND ATLANTIC
 RL0013'RAILWAY FROM THE STATION AT NESTORIA, ABOUT 0.3 MILE WEST OF
 RL0013'TIOGA SWITCH, ABOUT 0.1 MILE WEST OF A SMALL ROAD CROSSING,
 RL0013'AT A POINT WHERE OLD U.S. HIGHWAY 41 LEAVES RAILWAY TURNING
 RL0013'NORTH AND PARALLELS THE TRACK EAST, 28 FEET SOUTH OF THE SOUTH
 RL0013'RAIL, 83 FEET SOUTH AND ACROSS THE TRACK FROM TELEPHONE POLE
 RL0013'NO. 2305, 15 FEET EAST-SOUTHEAST OF A TELEPHONE POLE AND ABOUT
 RL0013'5 FEET SOUTH OF THE ROW OF POLES, 47 FEET NORTHEAST OF A 20-INCH
 RL0013'WHITE PINE TREE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL0013'4 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0013'PROJECTING 5 INCHES.
 RL0013
 RL0013                          STATION RECOVERY (1985)
 RL0013
 RL0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0014 ***********************************************************************
 RL0014  DESIGNATION -  25 X MIGS
 RL0014  PID         -  RL0014
 RL0014  STATE/COUNTY-  MI/BARAGA
 RL0014  USGS QUAD   -  VERMILAC (1985)
 RL0014
 RL0014                         *CURRENT SURVEY CONTROL
 RL0014  ___________________________________________________________________
 RL0014* NAD 83(1986)-  46 32 23.     (N)    088 23 11.     (W)     SCALED    
 RL0014* NAVD 88     -       513.40   (+/-2cm)    1684.4    (feet)  VERTCON   
 RL0014  ___________________________________________________________________
 RL0014  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 RL0014
 RL0014  VERT ORDER  -  ? (See Below)
 RL0014
 RL0014.The horizontal coordinates were scaled from a topographic map and have
 RL0014.an estimated accuracy of +/- 6 seconds.
 RL0014
 RL0014.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0014.The vertical order pertains to the NGVD 29 superseded value.
 RL0014
 RL0014.The geoid height was determined by GEOID03.
 RL0014
 RL0014;                    North         East    Units  Estimated Accuracy
 RL0014;SPC MI N     -   196,140.    7,893,670.      MT  (+/- 180 meters Scaled)
 RL0014
 RL0014                          SUPERSEDED SURVEY CONTROL
 RL0014
 RL0014  NGVD 29 (??/??/92)  513.358  (m)         1684.24   (f) ADJ UNCH    ?  
 RL0014
 RL0014.Superseded values are not recommended for survey control.
 RL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0014.See file dsdata.txt to determine how the superseded data were derived.
 RL0014
 RL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS936549(NAD 83)
 RL0014_MARKER: DD = SURVEY DISK
 RL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0014_STAMPING: 25 X 1934
 RL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0014+STABILITY: SURFACE MOTION
 RL0014
 RL0014  HISTORY     - Date     Condition        Report By
 RL0014  HISTORY     - 1934     MONUMENTED       MIGS
 RL0014  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0014
 RL0014                          STATION DESCRIPTION
 RL0014
 RL0014'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0014'7.8 MI W FROM NESTORIA.
 RL0014'7-3/4 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0014'RAILWAY FROM NESTORIA, BARAGA COUNTY, 1,612 FEET EAST OF MILEPOST
 RL0014'208, AT THE POINT OF INTERSECTION OF TWO TANGENTS, 37.5 FEET
 RL0014'SOUTHEAST OF THE TRACK, 11.7 FEET SOUTHEAST OF A POLE, AND 50
 RL0014'FEET NORTHWEST OF A 14-INCH POPLAR TREE.  A STATE SURVEY STANDARD
 RL0014'DISK, STAMPED 25 X 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0014
 RL0014                          STATION RECOVERY (1985)
 RL0014
 RL0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0015 ***********************************************************************
 RL0015  DESIGNATION -  25 Y MIGS
 RL0015  PID         -  RL0015
 RL0015  STATE/COUNTY-  MI/BARAGA
 RL0015  USGS QUAD   -  VERMILAC (1985)
 RL0015
 RL0015                         *CURRENT SURVEY CONTROL
 RL0015  ___________________________________________________________________
 RL0015* NAD 83(1986)-  46 31 52.     (N)    088 26 02.     (W)     SCALED    
 RL0015* NAVD 88     -       499.21   (+/-2cm)    1637.8    (feet)  VERTCON   
 RL0015  ___________________________________________________________________
 RL0015  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 RL0015
 RL0015  VERT ORDER  -  ? (See Below)
 RL0015
 RL0015.The horizontal coordinates were scaled from a topographic map and have
 RL0015.an estimated accuracy of +/- 6 seconds.
 RL0015
 RL0015.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0015.The vertical order pertains to the NGVD 29 superseded value.
 RL0015
 RL0015.The geoid height was determined by GEOID03.
 RL0015
 RL0015;                    North         East    Units  Estimated Accuracy
 RL0015;SPC MI N     -   195,250.    7,890,010.      MT  (+/- 180 meters Scaled)
 RL0015
 RL0015                          SUPERSEDED SURVEY CONTROL
 RL0015
 RL0015  NGVD 29 (??/??/92)  499.170  (m)         1637.69   (f) ADJ UNCH    ?  
 RL0015
 RL0015.Superseded values are not recommended for survey control.
 RL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0015.See file dsdata.txt to determine how the superseded data were derived.
 RL0015
 RL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS900540(NAD 83)
 RL0015_MARKER: DD = SURVEY DISK
 RL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0015+STABILITY: SURFACE MOTION
 RL0015
 RL0015  HISTORY     - Date     Condition        Report By
 RL0015  HISTORY     - UNK      MONUMENTED       MIGS
 RL0015  HISTORY     - 1934     GOOD             MIGS
 RL0015  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0015
 RL0015                          STATION DESCRIPTION
 RL0015
 RL0015'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0015'5 MI E FROM COVINGTON.
 RL0015'5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0015'FROM COVINGTON, BARAGA COUNTY, 480 FEET WEST OF MILEPOST 210,
 RL0015'72.9 FEET SOUTHWEST OF POLE 2453, 31.5 FEET SOUTHEAST OF A
 RL0015'10-INCH WHITE BIRCH TREE, 29.9 FEET NORTH OF THE TRACK, AND
 RL0015'IN THE TOP OF A ROCK OUTCROP.  A STATE SURVEY STANDARD DISK,
 RL0015'SET IN THE TOP OF A CONCRETE POST.
 RL0015
 RL0015                          STATION RECOVERY (1985)
 RL0015
 RL0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0016 ***********************************************************************
 RL0016  DESIGNATION -  25 Z MIGS
 RL0016  PID         -  RL0016
 RL0016  STATE/COUNTY-  MI/BARAGA
 RL0016  USGS QUAD   -  VERMILAC (1985)
 RL0016
 RL0016                         *CURRENT SURVEY CONTROL
 RL0016  ___________________________________________________________________
 RL0016* NAD 83(1986)-  46 32 03.     (N)    088 29 41.     (W)     SCALED    
 RL0016* NAVD 88     -       485.70   (+/-2cm)    1593.5    (feet)  VERTCON   
 RL0016  ___________________________________________________________________
 RL0016  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 RL0016
 RL0016  VERT ORDER  -  ? (See Below)
 RL0016
 RL0016.The horizontal coordinates were scaled from a topographic map and have
 RL0016.an estimated accuracy of +/- 6 seconds.
 RL0016
 RL0016.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0016.The vertical order pertains to the NGVD 29 superseded value.
 RL0016
 RL0016.The geoid height was determined by GEOID03.
 RL0016
 RL0016;                    North         East    Units  Estimated Accuracy
 RL0016;SPC MI N     -   195,680.    7,885,350.      MT  (+/- 180 meters Scaled)
 RL0016
 RL0016                          SUPERSEDED SURVEY CONTROL
 RL0016
 RL0016  NGVD 29 (??/??/92)  485.665  (m)         1593.39   (f) ADJ UNCH    ?  
 RL0016
 RL0016.Superseded values are not recommended for survey control.
 RL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0016.See file dsdata.txt to determine how the superseded data were derived.
 RL0016
 RL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS853544(NAD 83)
 RL0016_MARKER: DD = SURVEY DISK
 RL0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0016+STABILITY: SURFACE MOTION
 RL0016
 RL0016  HISTORY     - Date     Condition        Report By
 RL0016  HISTORY     - UNK      MONUMENTED       MIGS
 RL0016  HISTORY     - 1934     GOOD             MIGS
 RL0016  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0016
 RL0016                          STATION DESCRIPTION
 RL0016
 RL0016'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0016'2 MI E FROM COVINGTON.
 RL0016'2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0016'FROM COVINGTON, BARAGA COUNTY, 16.5 FEET SOUTHWEST OF MILEPOST
 RL0016'213, 56.5 FEET SOUTHWEST OF POLE 2588-E-34, 63.2 FEET NORTHWEST
 RL0016'OF ANOTHER POLE, AND 29.4 FEET NORTHEAST OF THE TRACK.  A STATE
 RL0016'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 RL0016
 RL0016                          STATION RECOVERY (1985)
 RL0016
 RL0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0791 ***********************************************************************
 NE0791  DESIGNATION -  252 1/2
 NE0791  PID         -  NE0791
 NE0791  STATE/COUNTY-  MI/SHIAWASSEE
 NE0791  USGS QUAD   -  DURAND (1975)
 NE0791
 NE0791                         *CURRENT SURVEY CONTROL
 NE0791  ___________________________________________________________________
 NE0791* NAD 83(1986)-  42 54 12.     (N)    083 59 45.     (W)     SCALED    
 NE0791* NAVD 88     -       243.547  (meters)     799.04   (feet)  ADJUSTED  
 NE0791  ___________________________________________________________________
 NE0791  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NE0791  DYNAMIC HT  -         243.488 (meters)     798.84  (feet)  COMP
 NE0791  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 NE0791
 NE0791  VERT ORDER  -  SECOND    CLASS 0
 NE0791
 NE0791.The horizontal coordinates were scaled from a topographic map and have
 NE0791.an estimated accuracy of +/- 6 seconds.
 NE0791
 NE0791.The orthometric height was determined by differential leveling
 NE0791.and adjusted by the National Geodetic Survey in June 1991..
 NE0791
 NE0791.The geoid height was determined by GEOID03.
 NE0791
 NE0791.The dynamic height is computed by dividing the NAVD 88
 NE0791.geopotential number by the normal gravity value computed on the
 NE0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0791.degrees latitude (g = 980.6199 gals.).
 NE0791
 NE0791.The modeled gravity was interpolated from observed gravity values.
 NE0791
 NE0791;                    North         East    Units  Estimated Accuracy
 NE0791;SPC MI S     -   155,950.    4,030,280.      MT  (+/- 180 meters Scaled)
 NE0791
 NE0791                          SUPERSEDED SURVEY CONTROL
 NE0791
 NE0791  NGVD 29 (??/??/92)  243.682  (m)          799.48   (f) ADJ UNCH    2 0
 NE0791
 NE0791.Superseded values are not recommended for survey control.
 NE0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0791.See file dsdata.txt to determine how the superseded data were derived.
 NE0791
 NE0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH554544(NAD 83)
 NE0791_MARKER: B = BOLT
 NE0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0791_STAMPING: 252 1/2
 NE0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0791+STABILITY: SURFACE MOTION
 NE0791
 NE0791  HISTORY     - Date     Condition        Report By
 NE0791  HISTORY     - UNK      MONUMENTED       CGS
 NE0791  HISTORY     - 1967     GOOD             USGS
 NE0791
 NE0791                          STATION DESCRIPTION
 NE0791
 NE0791'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0791'0.8 MI SW FROM DURAND.
 NE0791'DURAND, SHIAWASSEE COUNTY, 0.8 MI. SW ALONG THE GRAND TRUNK
 NE0791'WESTERN RY. FROM THE STATION AT, T. 6 N., R. 4 E., IN THE NE 1/4
 NE0791'OF SEC. 21, 0.5 MI. NE OF MILEPOST 252, 225 FT. S. OF A RED
 NE0791'FARMHOUSE, 120 FT. N. OF A BATTERY CHAMBER, 47 FT. NW AND 6.1
 NE0791'FT. LOWER THAN THE N. RAIL OF THE N. TRACK, 4.0 FT. E. OF A
 NE0791'TRANSMISSION LINE POLE, 2.0 FT. SE OF RIGHT OF WAY FENCE, 1.0 FT.
 NE0791'SW OF A WITNESS POST, IN CONC. POST PROJ. 0.4 FT., A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3076 ***********************************************************************
 AB3076  DESIGNATION -  25200
 AB3076  PID         -  AB3076
 AB3076  STATE/COUNTY-  MI/GENESEE
 AB3076  USGS QUAD   -  GOODRICH (1975)
 AB3076
 AB3076                         *CURRENT SURVEY CONTROL
 AB3076  ___________________________________________________________________
 AB3076* NAD 83(1994)-  42 56 23.79791(N)    083 31 00.31146(W)     ADJUSTED  
 AB3076* NAVD 88     -       272.01   (meters)     892.4    (feet)  LEVELING  
 AB3076  ___________________________________________________________________
 AB3076  X           -     528,055.953 (meters)                     COMP
 AB3076  Y           -  -4,646,767.230 (meters)                     COMP
 AB3076  Z           -   4,322,781.952 (meters)                     COMP
 AB3076  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AB3076  ELLIP HEIGHT-         237.80  (meters)          (07/12/02) GPS OBS
 AB3076  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 AB3076
 AB3076  HORZ ORDER  -  FIRST
 AB3076  VERT ORDER  -  THIRD ?
 AB3076  ELLP ORDER  -  FOURTH    CLASS I
 AB3076
 AB3076.The horizontal coordinates were established by GPS observations
 AB3076.and adjusted by the National Geodetic Survey in February 1997..
 AB3076
 AB3076.The orthometric height was determined by differential leveling.
 AB3076.The vertical network tie was performed by a horz. field party for horz.
 AB3076.obs reductions. Reset procedures were used to establish the elevation.
 AB3076
 AB3076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3076
 AB3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3076
 AB3076.The ellipsoidal height was determined by GPS observations
 AB3076.and is referenced to NAD 83.
 AB3076
 AB3076.The geoid height was determined by GEOID03.
 AB3076
 AB3076;                    North         East     Units Scale Factor Converg.
 AB3076;SPC MI S     -   160,295.511 4,069,362.620   MT  0.99990734   +0 34 42.2
 AB3076;SPC MI S     -   525,903.91 13,350,927.23   iFT  0.99990734   +0 34 42.2
 AB3076;UTM  17      - 4,757,218.991   294,659.068   MT  1.00011875   -1 42 54.3
 AB3076
 AB3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3076!SPC MI S     -   0.99996271  x   0.99990734  =   0.99987005
 AB3076!UTM  17      -   0.99996271  x   1.00011875  =   1.00008145
 AB3076
 AB3076                          SUPERSEDED SURVEY CONTROL
 AB3076
 AB3076  NAD 83(1994)-  42 56 23.79790(N)    083 31 00.31135(W) AD(       ) 1
 AB3076  ELLIP H (05/02/96)  237.78   (m)                       GP(       ) 1 1
 AB3076
 AB3076.Superseded values are not recommended for survey control.
 AB3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3076.See file dsdata.txt to determine how the superseded data were derived.
 AB3076
 AB3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9465957219(NAD 83)
 AB3076_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3076_STAMPING: 25200 1994
 AB3076_MARK LOGO: MIDT  
 AB3076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3076+STABILITY: SURFACE MOTION
 AB3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3076+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3076
 AB3076  HISTORY     - Date     Condition        Report By
 AB3076  HISTORY     - 1994     MONUMENTED       MIDT
 AB3076
 AB3076                          STATION DESCRIPTION
 AB3076
 AB3076'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3076'STATION IS LOCATED IN QUAD 420834 ON THE GOODRICH QUADRANGLE MAP.  IT
 AB3076'IS IN THE SOUTHEAST 1/4 SECTION 9, T-6-N, R-8-E, ATLAS TOWNSHIP. ABOUT
 AB3076'7.0 MI (11.3 KM) NORTHWEST OF ORTONVILLE, 6.5 MI (10.5 KM) SOUTH OF
 AB3076'DAVISON, 5.5 MI (8.9 KM) EAST OF GRAND BLANC, AND ON COUNTY ROAD
 AB3076'RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69
 AB3076'WITH STATE HIGHWAY M-15 ON THE SIDE SIDE OF DAVISON, GO SOUTH ALONG
 AB3076'HIGHWAY M-15 FOR 5.0 MI (8.0 KM) TO A T-ROAD RIGHT (PERRY ROAD) .
 AB3076'TURN RIGHT AND GO WEST ALONG PERRY ROAD FOR 0.5 MI (0.8 KM) TO THE
 AB3076'STATION ON THE LEFT AS DESCRIBED.  STATION IS 112.0 FT (34.1 M) EAST
 AB3076'FROM THE CENTER OF THE DRIVE TO HOUSE NUMBER 9490 PERRY ROAD, 62.0 FT
 AB3076'(18.9 M) EAST FROM THE EXTENDED EAST FACE OF HOUSE AT 9490 PERRY ROAD,
 AB3076'20.0 FT (6.1 M) NORTHWESTERLY FROM A TELEPHONE PEDESTAL WITH WOOD POST
 AB3076'PROTECTOR, 19.0 FT (5.8 M) SOUTH FROM CENTER OF PERRY ROAD, 3.0 FT
 AB3076'(0.9 M) NORTH FROM THE CENTER OF A DITCH AND 4.0 FT (1.2 M) NORTH FROM
 AB3076'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3077 ***********************************************************************
 AB3077  DESIGNATION -  25201
 AB3077  PID         -  AB3077
 AB3077  STATE/COUNTY-  MI/GENESEE
 AB3077  USGS QUAD   -  GOODRICH (1975)
 AB3077
 AB3077                         *CURRENT SURVEY CONTROL
 AB3077  ___________________________________________________________________
 AB3077* NAD 83(1994)-  42 56 24.76131(N)    083 30 17.10611(W)     ADJUSTED  
 AB3077* NAVD 88     -       270.54   (meters)     887.6    (feet)  LEVELING  
 AB3077  ___________________________________________________________________
 AB3077  X           -     529,026.864 (meters)                     COMP
 AB3077  Y           -  -4,646,635.312 (meters)                     COMP
 AB3077  Z           -   4,322,802.701 (meters)                     COMP
 AB3077  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AB3077  ELLIP HEIGHT-         236.31  (meters)          (07/12/02) GPS OBS
 AB3077  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 AB3077
 AB3077  HORZ ORDER  -  FIRST
 AB3077  VERT ORDER  -  THIRD ?
 AB3077  ELLP ORDER  -  FOURTH    CLASS I
 AB3077
 AB3077.The horizontal coordinates were established by GPS observations
 AB3077.and adjusted by the National Geodetic Survey in February 1997..
 AB3077
 AB3077.The orthometric height was determined by differential leveling.
 AB3077.The vertical network tie was performed by a horz. field party for horz.
 AB3077.obs reductions. Reset procedures were used to establish the elevation.
 AB3077
 AB3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3077
 AB3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3077
 AB3077.The ellipsoidal height was determined by GPS observations
 AB3077.and is referenced to NAD 83.
 AB3077
 AB3077.The geoid height was determined by GEOID03.
 AB3077
 AB3077;                    North         East     Units Scale Factor Converg.
 AB3077;SPC MI S     -   160,335.194 4,070,341.739   MT  0.99990734   +0 35 11.6
 AB3077;SPC MI S     -   526,034.10 13,354,139.56   iFT  0.99990734   +0 35 11.6
 AB3077;UTM  17      - 4,757,219.460   295,639.196   MT  1.00011381   -1 42 24.9
 AB3077
 AB3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3077!SPC MI S     -   0.99996294  x   0.99990734  =   0.99987029
 AB3077!UTM  17      -   0.99996294  x   1.00011381  =   1.00007675
 AB3077
 AB3077                          SUPERSEDED SURVEY CONTROL
 AB3077
 AB3077  NAD 83(1994)-  42 56 24.76129(N)    083 30 17.10600(W) AD(       ) 1
 AB3077  ELLIP H (05/02/96)  236.28   (m)                       GP(       ) 1 1
 AB3077
 AB3077.Superseded values are not recommended for survey control.
 AB3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3077.See file dsdata.txt to determine how the superseded data were derived.
 AB3077
 AB3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9563957219(NAD 83)
 AB3077_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3077_STAMPING: 25201 1994
 AB3077_MARK LOGO: MIDT  
 AB3077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3077+STABILITY: SURFACE MOTION
 AB3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3077+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3077
 AB3077  HISTORY     - Date     Condition        Report By
 AB3077  HISTORY     - 1994     MONUMENTED       MIDT
 AB3077
 AB3077                          STATION DESCRIPTION
 AB3077
 AB3077'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3077'STATION IS LOCATED IN QUAD 420834 ON THE GOODRICH QUADRANGLE MAP.  IT
 AB3077'IS IN THE NORTHEAST 1/4 SECTION 10, T-6-N, R-8-E, ATLAS TOWNSHIP.
 AB3077'ABOUT 6.5 MI (10.5 KM) SOUTH OF DAVISON, 6.0 MI (9.7 KM) EAST OF GRAND
 AB3077'BLANC, 1.5 MI (2.4 KM) NORTH OF GOODRICH, AND ON HIGHWAY RIGHT-OF-WAY.
 AB3077'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69 WITH STATE
 AB3077'HIGHWAY M-15 ON THE SOUTH SIDE OF DAVISON, GO SOUTH ALONG HIGHWAY M-15
 AB3077'FOR 5.0 MI (8.0 KM) TO A T-ROAD RIGHT (PERRY ROAD) AND THE STATION ON
 AB3077'THE LEFT.  STATION IS 79.3 FT (24.2 M) NORTHERLY FROM A UTILITY POLE,
 AB3077'27.5 FT (8.4 M) EAST FROM THE CENTER OF HIGHWAY M-15, 12.8 FT (3.9 M)
 AB3077'NORTH FROM THE CENTER OF PERRY ROAD EXTENDED EAST, 2.8 FT (0.9 M) EAST
 AB3077'FROM THE BACK OF CURB ALONG EAST SIDE OF HIGHWAY M-15, AND 3.0 FT (0.9
 AB3077'M) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3078 ***********************************************************************
 AB3078  DESIGNATION -  25202
 AB3078  PID         -  AB3078
 AB3078  STATE/COUNTY-  MI/GENESEE
 AB3078  USGS QUAD   -  DAVISON (1975)
 AB3078
 AB3078                         *CURRENT SURVEY CONTROL
 AB3078  ___________________________________________________________________
 AB3078* NAD 83(1994)-  43 00 40.94895(N)    083 31 07.20566(W)     ADJUSTED  
 AB3078* NAVD 88     -       249.65   (meters)     819.1    (feet)  LEVELING  
 AB3078  ___________________________________________________________________
 AB3078  X           -     527,288.152 (meters)                     COMP
 AB3078  Y           -  -4,641,393.532 (meters)                     COMP
 AB3078  Z           -   4,328,572.809 (meters)                     COMP
 AB3078  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AB3078  ELLIP HEIGHT-         215.44  (meters)          (07/12/02) GPS OBS
 AB3078  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 AB3078
 AB3078  HORZ ORDER  -  FIRST
 AB3078  VERT ORDER  -  THIRD ?
 AB3078  ELLP ORDER  -  FOURTH    CLASS I
 AB3078
 AB3078.The horizontal coordinates were established by GPS observations
 AB3078.and adjusted by the National Geodetic Survey in February 1997..
 AB3078
 AB3078.The orthometric height was determined by differential leveling.
 AB3078.The vertical network tie was performed by a horz. field party for horz.
 AB3078.obs reductions. Reset procedures were used to establish the elevation.
 AB3078
 AB3078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3078
 AB3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3078
 AB3078.The ellipsoidal height was determined by GPS observations
 AB3078.and is referenced to NAD 83.
 AB3078
 AB3078.The geoid height was determined by GEOID03.
 AB3078
 AB3078;                    North         East     Units Scale Factor Converg.
 AB3078;SPC MI S     -   168,228.219 4,069,126.417   MT  0.99990930   +0 34 37.5
 AB3078;SPC MI S     -   551,929.85 13,350,152.29   iFT  0.99990930   +0 34 37.5
 AB3078;UTM  17      - 4,765,156.464   294,740.683   MT  1.00011833   -1 43 07.3
 AB3078
 AB3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3078!SPC MI S     -   0.99996622  x   0.99990930  =   0.99987552
 AB3078!UTM  17      -   0.99996622  x   1.00011833  =   1.00008454
 AB3078
 AB3078                          SUPERSEDED SURVEY CONTROL
 AB3078
 AB3078  ELLIP H (02/03/97)  215.42   (m)                       GP(       ) 4 1
 AB3078  NAD 83(1994)-  43 00 40.94893(N)    083 31 07.20553(W) AD(       ) 1
 AB3078  ELLIP H (05/02/96)  215.42   (m)                       GP(       ) 1 1
 AB3078
 AB3078.Superseded values are not recommended for survey control.
 AB3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3078.See file dsdata.txt to determine how the superseded data were derived.
 AB3078
 AB3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9474165156(NAD 83)
 AB3078_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3078_STAMPING: 25202
 AB3078_MARK LOGO: MIDT  
 AB3078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3078+STABILITY: SURFACE MOTION
 AB3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3078+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3078
 AB3078  HISTORY     - Date     Condition        Report By
 AB3078  HISTORY     - 1994     MONUMENTED       MIDT
 AB3078
 AB3078                          STATION DESCRIPTION
 AB3078
 AB3078'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3078'STATION IS LOCATED IN QUAD 430833 ON THE DAVISON QUADRANGLE MAP.  IT
 AB3078'IS IN THE SOUTHEAST 1/4 SECTION 16, T-7-N, R-8-E, DAVISON TOWNSHIP.
 AB3078'ABOUT 11.0 MI (17.7 KM) WEST OF LAPEER, 9.0 MI (14.5 KM) EAST OF
 AB3078'FLINT, 1.5 MI (2.4 KM) SOUTH OF DAVISON, AND ON HIGHWAY RIGHT-OF-WAY.
 AB3078'STATION IS AT THE INTERCHANGE OF INTERSTATE HIGHWAY 69 WITH STATE
 AB3078'HIGHWAY M-15 ON THE SOUTH SIDE OF DAVISON, IN THE MEDIAN OF INTERSTATE
 AB3078'HIGHWAY 69.  ABOUT 200.0 FT (61.0 M) WEST OF INTERSTATE HIGHWAY 69
 AB3078'BRIDGE OVER STATE HIGHWAY M-15 AND NEAR THE GAURDRAIL ALONG THE NORTH
 AB3078'SIDE OF EASTBOUND TRAFFIC LANES.  STATION IS 79.4 FT (24.2 M) SOUTH
 AB3078'FROM THE SOUTH EDGE OF CONCRETE OF WESTBOUND INTERSTATE 69, 54.1 FT
 AB3078'(16.5 M) EAST FROM THE WEST MOST GUARDRAIL END POST, 17.5 FT (5.3 M)
 AB3078'EAST FROM THE WEST END POST FOR THE BOTTOM RAIL OF GAURDRAIL, 14.1 FT
 AB3078'(4.3 M) NORTH FROM THE NORTH EDGE OF CONCRETE OF EASTBOUND INTERSTATE
 AB3078'HIGHWAY 69, AND 2.0 FT (0.6 M) NORTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3079 ***********************************************************************
 AB3079  DESIGNATION -  25203
 AB3079  PID         -  AB3079
 AB3079  STATE/COUNTY-  MI/GENESEE
 AB3079  USGS QUAD   -  DAVISON (1975)
 AB3079
 AB3079                         *CURRENT SURVEY CONTROL
 AB3079  ___________________________________________________________________
 AB3079* NAD 83(1994)-  43 00 42.28375(N)    083 30 09.41831(W)     ADJUSTED  
 AB3079* NAVD 88     -       251.35   (meters)     824.6    (feet)  LEVELING  
 AB3079  ___________________________________________________________________
 AB3079  X           -     528,585.428 (meters)                     COMP
 AB3079  Y           -  -4,641,218.926 (meters)                     COMP
 AB3079  Z           -   4,328,604.075 (meters)                     COMP
 AB3079  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AB3079  ELLIP HEIGHT-         217.12  (meters)          (07/12/02) GPS OBS
 AB3079  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB3079
 AB3079  HORZ ORDER  -  FIRST
 AB3079  VERT ORDER  -  THIRD ?
 AB3079  ELLP ORDER  -  FOURTH    CLASS I
 AB3079
 AB3079.The horizontal coordinates were established by GPS observations
 AB3079.and adjusted by the National Geodetic Survey in February 1997..
 AB3079
 AB3079.The orthometric height was determined by differential leveling.
 AB3079.The vertical network tie was performed by a horz. field party for horz.
 AB3079.obs reductions. Reset procedures were used to establish the elevation.
 AB3079
 AB3079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3079
 AB3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3079
 AB3079.The ellipsoidal height was determined by GPS observations
 AB3079.and is referenced to NAD 83.
 AB3079
 AB3079.The geoid height was determined by GEOID03.
 AB3079
 AB3079;                    North         East     Units Scale Factor Converg.
 AB3079;SPC MI S     -   168,282.708 4,070,434.466   MT  0.99990932   +0 35 16.8
 AB3079;SPC MI S     -   552,108.62 13,354,443.79   iFT  0.99990932   +0 35 16.8
 AB3079;UTM  17      - 4,765,158.512   296,050.134   MT  1.00011173   -1 42 27.9
 AB3079
 AB3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3079!SPC MI S     -   0.99996595  x   0.99990932  =   0.99987527
 AB3079!UTM  17      -   0.99996595  x   1.00011173  =   1.00007768
 AB3079
 AB3079                          SUPERSEDED SURVEY CONTROL
 AB3079
 AB3079  ELLIP H (02/03/97)  217.10   (m)                       GP(       ) 4 1
 AB3079  NAD 83(1994)-  43 00 42.28373(N)    083 30 09.41819(W) AD(       ) 1
 AB3079  ELLIP H (05/02/96)  217.10   (m)                       GP(       ) 1 1
 AB3079
 AB3079.Superseded values are not recommended for survey control.
 AB3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3079.See file dsdata.txt to determine how the superseded data were derived.
 AB3079
 AB3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9605065159(NAD 83)
 AB3079_MARKER: DD = SURVEY DISK
 AB3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3079_STAMPING: 25203 1994
 AB3079_MARK LOGO: MIDT  
 AB3079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3079+STABILITY: SURFACE MOTION
 AB3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3079+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3079
 AB3079  HISTORY     - Date     Condition        Report By
 AB3079  HISTORY     - 1994     MONUMENTED       MIDT
 AB3079
 AB3079                          STATION DESCRIPTION
 AB3079
 AB3079'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3079'STATION IS LOCATED IN QUAD 430833 ON THE DAVISON QUADRANGLE MAP.  IT
 AB3079'IS IN THE SOUTHEAST 1/4 SECTION 15, T-7-N, R-8-E, DAVISON TOWNSHIP.
 AB3079'LOCATED ABOUT 10.0 MI (16.1 KM) EAST OF FLINT, 10.0 MI (16.1 KM) WEST
 AB3079'OF LAPEER, 2.0 MI (3.2 KM) SOUTHEAST OF DAVISON, AN ON HIGHWAY
 AB3079'RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69
 AB3079'AND STATE HIGHWAY M-15 AT THE SOUTH SIDE OF DAVISON, GO EAST ALONG
 AB3079'INTERSTATE HIGHWAY 69 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT,
 AB3079'IN THE MEDIAN ON THE EAST SIDE OF A MEDIAN CROSSOVER FOR AUTHORIZED
 AB3079'VEHICLES.  STATION IS 69.2 FT (21.1 M) SOUTH FROM THE WESTBOUND
 AB3079'INTERSTATE HIGHWAY 69 SOUTH EDGE CONCRETE, 27.0 FT (8.2 M) EAST FROM
 AB3079'THE CENTER OF GRAVEL MEDIAN CROSSOVER, 24.5 FT (7.5 M) NORTH FROM
 AB3079'EASTBOUND INTERSTATE HIGHWAY 69 NORTH EDGE CONCRETE, 22.7 FT (6.9 M)
 AB3079'SOUTH FROM THE EAST END OF CONCRETE CULVERT UNDER MEDIAN CROSSOVER,
 AB3079'AND 3.0 FT (0.9 M) WEST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5400 ***********************************************************************
 AA5400  DESIGNATION -  25313
 AA5400  PID         -  AA5400
 AA5400  STATE/COUNTY-  MI/OAKLAND
 AA5400  USGS QUAD   -  ROYAL OAK (1981)
 AA5400
 AA5400                         *CURRENT SURVEY CONTROL
 AA5400  ___________________________________________________________________
 AA5400* NAD 83(1994)-  42 26 55.52783(N)    083 12 01.62665(W)     ADJUSTED  
 AA5400* NAVD 88     -       203.8    (meters)     669.     (feet)  GPS OBS   
 AA5400  ___________________________________________________________________
 AA5400  X           -     558,075.041 (meters)                     COMP
 AA5400  Y           -  -4,680,471.839 (meters)                     COMP
 AA5400  Z           -   4,282,630.930 (meters)                     COMP
 AA5400  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AA5400  ELLIP HEIGHT-         169.78  (meters)          (07/12/02) GPS OBS
 AA5400  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 AA5400
 AA5400  HORZ ORDER  -  FIRST
 AA5400  ELLP ORDER  -  FOURTH    CLASS I
 AA5400
 AA5400.The horizontal coordinates were established by GPS observations
 AA5400.and adjusted by the National Geodetic Survey in February 1997..
 AA5400
 AA5400.The orthometric height was determined by GPS observations and a
 AA5400.high-resolution geoid model.
 AA5400
 AA5400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5400
 AA5400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5400
 AA5400.The ellipsoidal height was determined by GPS observations
 AA5400.and is referenced to NAD 83.
 AA5400
 AA5400.The geoid height was determined by GEOID03.
 AA5400
 AA5400;                    North         East     Units Scale Factor Converg.
 AA5400;SPC MI S     -   106,050.145 4,095,930.703   MT  0.99993569   +0 47 37.1
 AA5400;SPC MI S     -   347,933.55 13,438,092.86   iFT  0.99993569   +0 47 37.1
 AA5400;UTM  17      - 4,701,949.082   319,045.790   MT  1.00000289   -1 29 08.0
 AA5400
 AA5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5400!SPC MI S     -   0.99997337  x   0.99993569  =   0.99990907
 AA5400!UTM  17      -   0.99997337  x   1.00000289  =   0.99997626
 AA5400
 AA5400:                Primary Azimuth Mark                     Grid Az
 AA5400:SPC MI S     -  87 252A                                  154 21 07.9
 AA5400:UTM  17      -  87 252A                                  156 37 53.0
 AA5400
 AA5400|---------------------------------------------------------------------|
 AA5400| PID    Reference Object                     Distance      Geod. Az  |
 AA5400|                                                           dddmmss.s |
 AA5400| AA6848 87 252A                             492.635 METERS 1550845.0 |
 AA5400|---------------------------------------------------------------------|
 AA5400
 AA5400                          SUPERSEDED SURVEY CONTROL
 AA5400
 AA5400  ELLIP H (02/03/97)  169.82   (m)                       GP(       ) 4 1
 AA5400  NAD 83(1986)-  42 26 55.53196(N)    083 12 01.65823(W) AD(       ) 1
 AA5400
 AA5400.Superseded values are not recommended for survey control.
 AA5400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5400.See file dsdata.txt to determine how the superseded data were derived.
 AA5400
 AA5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1904601949(NAD 83)
 AA5400_MARKER: A = ALUMINUM MARKER
 AA5400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5400_STAMPING: 25313 1993
 AA5400_MARK LOGO: MI-125
 AA5400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5400+STABILITY: SURFACE MOTION
 AA5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5400+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AA5400
 AA5400  HISTORY     - Date     Condition        Report By
 AA5400  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5400  HISTORY     - 19940922 GOOD             WADTRI
 AA5400  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 AA5400  HISTORY     - 20060131 MARK NOT FOUND   INDIV
 AA5400
 AA5400                          STATION DESCRIPTION
 AA5400
 AA5400'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5400'INTERSTATE 696 TO EXIT 14 (TEN MILE ROAD EXIT), THENCE WEST ALONG TEN
 AA5400'MILE ROAD 1.5 MILES (2.4 KM) TO GREENFIELD ROAD, THENCE SOUTH 1.7
 AA5400'MILES (2.7 KM) ALONG GREENFIELD ROAD TO THE MONUMENT ON THE EAST SIDE
 AA5400'OF GREENFIELD ROAD. THE MONUMENT IS 36.5 FEET (11.1 M) EAST OF THE
 AA5400'CENTERLINE OF THE NORTH BOUND LANE OF GREENFIELD ROAD, 18.1 FEET (5.5
 AA5400'M) NORTH NORTHEAST OF A FIRE HYDRANT, 2.45 FEET (0.75 M) WEST OF THE
 AA5400'WEST EDGE OF A CONCRETE WALK, 44.03 FEET (13.42 M) SOUTHWEST FROM THE
 AA5400'SOUTHWEST CORNER OF A CONCRETE BLOCK SIGN BASE, AND 1 FOOT (0.3 M)
 AA5400'HIGHER THAN GREENFIELD ROAD.
 AA5400
 AA5400                          STATION RECOVERY (1994)
 AA5400
 AA5400'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5400'STATION IS ON THE SOUTH SIDE OF SOUTHFIELD, MICHIGAN JUST NORTH OF THE
 AA5400'OAKLAND-WAYNE COUNTY LINE. TO REACH FROM INTERSTATE 696 AND TEN MILE
 AA5400'ROAD (EXIT 14), GO WEST ALONG TEN MILE ROAD 1.5 MILESTO GREENFIELD
 AA5400'ROAD,  THENCE SOUTH 1.7 MILESALONG GREENFIELD ROAD TO THE MONUMENT ON
 AA5400'THE LEFT. THE STATION IS AN ALUMINUM CAP "OAKLAND COUNTY REMON" SET IN
 AA5400'THE TOP OF AN 8 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.  THE
 AA5400'MONUMENT IS 36.5 FEETEAST OF THE CENTERLINE OF NORTHBOUND GREENFIELD
 AA5400'ROAD,  18.1 FEETNORTH-NORTHEAST OF A FIRE HYDRANT, 2.45 FEETWEST OF
 AA5400'THE WEST EDGE OF A CONCRETE WALK, 44.03 FEETSOUTHWEST FROM THE
 AA5400'SOUTHWEST CORNER OF A CONCRETE BLOCK SIGN BASE AND 1 FOOTHIGHER THAN
 AA5400'GREENFIELD ROAD.
 AA5400
 AA5400                          STATION RECOVERY (2000)
 AA5400
 AA5400'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 AA5400'LANDSCAPE HAS BEEN CHANGED, ROCKS AND STONES ARE 12 TO 18 INCHES DEEP.
 AA5400' 
 AA5400
 AA5400                          STATION RECOVERY (2006)
 AA5400
 AA5400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5401 ***********************************************************************
 AA5401  DESIGNATION -  25364
 AA5401  PID         -  AA5401
 AA5401  STATE/COUNTY-  MI/OAKLAND
 AA5401  USGS QUAD   -  HIGHLAND PARK (1983)
 AA5401
 AA5401                         *CURRENT SURVEY CONTROL
 AA5401  ___________________________________________________________________
 AA5401* NAD 83(1994)-  42 26 55.64390(N)    083 05 01.11039(W)     ADJUSTED  
 AA5401* NAVD 88     -       192.5    (meters)     632.     (feet)  GPS OBS   
 AA5401  ___________________________________________________________________
 AA5401  X           -     567,614.741 (meters)                     COMP
 AA5401  Y           -  -4,679,313.581 (meters)                     COMP
 AA5401  Z           -   4,282,625.858 (meters)                     COMP
 AA5401  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AA5401  ELLIP HEIGHT-         158.35  (meters)          (07/12/02) GPS OBS
 AA5401  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AA5401
 AA5401  HORZ ORDER  -  FIRST
 AA5401  ELLP ORDER  -  FOURTH    CLASS I
 AA5401
 AA5401.The horizontal coordinates were established by GPS observations
 AA5401.and adjusted by the National Geodetic Survey in February 1997..
 AA5401
 AA5401.The orthometric height was determined by GPS observations and a
 AA5401.high-resolution geoid model.
 AA5401
 AA5401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5401
 AA5401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5401
 AA5401.The ellipsoidal height was determined by GPS observations
 AA5401.and is referenced to NAD 83.
 AA5401
 AA5401.The geoid height was determined by GEOID03.
 AA5401
 AA5401;                    North         East     Units Scale Factor Converg.
 AA5401;SPC MI S     -   106,193.486 4,105,538.522   MT  0.99993569   +0 52 23.3
 AA5401;SPC MI S     -   348,403.83 13,469,614.57   iFT  0.99993569   +0 52 23.3
 AA5401;UTM  17      - 4,701,710.155   328,652.151   MT  0.99996125   -1 24 24.0
 AA5401
 AA5401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5401!SPC MI S     -   0.99997517  x   0.99993569  =   0.99991086
 AA5401!UTM  17      -   0.99997517  x   0.99996125  =   0.99993642
 AA5401
 AA5401                          SUPERSEDED SURVEY CONTROL
 AA5401
 AA5401  ELLIP H (02/03/97)  158.39   (m)                       GP(       ) 4 1
 AA5401  NAD 83(1986)-  42 26 55.64787(N)    083 05 01.14199(W) AD(       ) 1
 AA5401
 AA5401.Superseded values are not recommended for survey control.
 AA5401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5401.See file dsdata.txt to determine how the superseded data were derived.
 AA5401
 AA5401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2865201710(NAD 83)
 AA5401_MARKER: A = ALUMINUM MARKER
 AA5401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5401_STAMPING: 25364
 AA5401_MARK LOGO: WADTRI
 AA5401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5401+STABILITY: SURFACE MOTION
 AA5401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5401+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2006
 AA5401
 AA5401  HISTORY     - Date     Condition        Report By
 AA5401  HISTORY     - 1993     MONUMENTED       WADTRI
 AA5401  HISTORY     - 20010331 GOOD             NGS
 AA5401  HISTORY     - 20021012 GOOD             USPSQD
 AA5401  HISTORY     - 20060131 GOOD             INDIV
 AA5401
 AA5401                          STATION DESCRIPTION
 AA5401
 AA5401'DESCRIBED BY WADE-TRIM INCORPORATED 1993 (JEK)
 AA5401'INTERSTATE 75 TO EXIT 63 (12 MILE ROAD EXIT), THENCE EAST ALONG TWELVE
 AA5401'MILE ROAD 1.6 MILES (2.6 KM) TO DEQUINDRE ROAD, THENCE SOUTH 3.94
 AA5401'MILES (6.34 KM) ALONG DEQUINDRE ROAD TO EAST GEORGE STREET AND THE
 AA5401'MONUMENT AT THE SOUTHWEST QUADRANT OF THE INTERSECTION.  THE MONUMENT
 AA5401'IS 2.7 FEET (0.8 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK,
 AA5401'4.2 FEET (1.3 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 30.6
 AA5401'FEET (9.3 M) NORTH OF THE CENTERLINE OF A CONCRETE DRIVE, 11.6 FEET
 AA5401'(3.5 M) EAST OF A FENCE CORNER POLE, 49 FEET (14.9 M) WEST OF THE
 AA5401'CENTERLINE OF DEQUINDRE ROAD, AND 0.5 FEET (0.2 M) HIGHER THAN
 AA5401'DEQUINDRE ROAD.
 AA5401
 AA5401                          STATION RECOVERY (2001)
 AA5401
 AA5401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5401
 AA5401                          STATION RECOVERY (2002)
 AA5401
 AA5401'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AA5401'RECOVERED IN GOOD CONDITION.
 AA5401
 AA5401                          STATION RECOVERY (2006)
 AA5401
 AA5401'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0211 ***********************************************************************
 RJ0211  DESIGNATION -  254
 RJ0211  PID         -  RJ0211
 RJ0211  STATE/COUNTY-  MI/CHIPPEWA
 RJ0211  USGS QUAD   -  GOETZVILLE (1976)
 RJ0211
 RJ0211                         *CURRENT SURVEY CONTROL
 RJ0211  ___________________________________________________________________
 RJ0211* NAD 83(1986)-  46 19 27.     (N)    084 07 06.     (W)     SCALED    
 RJ0211* NAVD 88     -       179.082  (meters)     587.54   (feet)  ADJUSTED  
 RJ0211  ___________________________________________________________________
 RJ0211  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0211  DYNAMIC HT  -         179.092 (meters)     587.57  (feet)  COMP
 RJ0211  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RJ0211
 RJ0211  VERT ORDER  -  FIRST     CLASS I
 RJ0211
 RJ0211.The horizontal coordinates were scaled from a topographic map and have
 RJ0211.an estimated accuracy of +/- 6 seconds.
 RJ0211
 RJ0211.The orthometric height was determined by differential leveling
 RJ0211.and adjusted by the National Geodetic Survey in June 1991..
 RJ0211
 RJ0211.The geoid height was determined by GEOID03.
 RJ0211
 RJ0211.The dynamic height is computed by dividing the NAVD 88
 RJ0211.geopotential number by the normal gravity value computed on the
 RJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0211.degrees latitude (g = 980.6199 gals.).
 RJ0211
 RJ0211.The modeled gravity was interpolated from observed gravity values.
 RJ0211
 RJ0211;                    North         East    Units  Estimated Accuracy
 RJ0211;SPC MI N     -   175,290.    8,221,850.      MT  (+/- 180 meters Scaled)
 RJ0211
 RJ0211                          SUPERSEDED SURVEY CONTROL
 RJ0211
 RJ0211  NGVD 29 (??/??/92)  179.065  (m)          587.48   (f) ADJ UNCH    1 1
 RJ0211
 RJ0211.Superseded values are not recommended for survey control.
 RJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0211.See file dsdata.txt to determine how the superseded data were derived.
 RJ0211
 RJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS218341(NAD 83)
 RJ0211_MARKER: Z = SEE DESCRIPTION
 RJ0211_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0211+WITH SETTING: INTO GROUND
 RJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0211+STABILITY: SURFACE MOTION
 RJ0211
 RJ0211  HISTORY     - Date     Condition        Report By
 RJ0211  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0211  HISTORY     - 1969     GOOD             USLS
 RJ0211  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0211
 RJ0211                          STATION DESCRIPTION
 RJ0211
 RJ0211'DESCRIBED BY US LAKE SURVEY 1969
 RJ0211'AT SUGAR ISLAND.
 RJ0211'254 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, ON HARDWOOD
 RJ0211'POINT, FROM FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD,
 RJ0211'TURN RIGHT, GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST,
 RJ0211'TURN LEFT, GO 3.1 MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST,
 RJ0211'TURN RIGHT, GO 2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST,
 RJ0211'TURN RIGHT AT Y-INTERSECTION, GO 2.3 MILES SOUTHEAST, THEN
 RJ0211'SOUTH 1.6 MILES, THEN SOUTHEAST 3.1 MILES TO DRIVEWAY LEADING
 RJ0211'TO THE DOAKS RESIDENCE, 24 FEET WEST OF CENTERLINE OF ROAD ON
 RJ0211'EXTENDED CENTERLINE OF DRIVEWAY, 13.7 FEET NORTHWEST OF WESTERLY
 RJ0211'END OF A GALVANIZED STEEL CULVERT, 7.1 FEET NORTH OF UTILITY
 RJ0211'POLE NO. SU1-254, 1-FOOT BELOW THE GROUND SURFACE, BEING THE
 RJ0211'HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER STEEL ROD, 8 FEET
 RJ0211'LONG.
 RJ0211
 RJ0211                          STATION RECOVERY (1983)
 RJ0211
 RJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0211'NOT RECOVERED, POWERLINE POLES APPEAR TO HAVE BEEN CHANGED, A
 RJ0211'PROLONGED ATTEMPT WAS MADE TO RECOVER THIS BENCH MARK WITH LOCAL
 RJ0211'RESIDENTS ASSISTING BUT TO NO AVAIL, POSSIBLY COVERED OVER WITH FILL
 RJ0211'FROM A BAR DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0785 ***********************************************************************
 NE0785  DESIGNATION -  255 1/2
 NE0785  PID         -  NE0785
 NE0785  STATE/COUNTY-  MI/SHIAWASSEE
 NE0785  USGS QUAD   -  DURAND (1975)
 NE0785
 NE0785                         *CURRENT SURVEY CONTROL
 NE0785  ___________________________________________________________________
 NE0785* NAD 83(1986)-  42 55 14.     (N)    083 56 31.     (W)     SCALED    
 NE0785* NAVD 88     -       240.079  (meters)     787.66   (feet)  ADJUSTED  
 NE0785  ___________________________________________________________________
 NE0785  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NE0785  DYNAMIC HT  -         240.019 (meters)     787.46  (feet)  COMP
 NE0785  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 NE0785
 NE0785  VERT ORDER  -  SECOND    CLASS 0
 NE0785
 NE0785.The horizontal coordinates were scaled from a topographic map and have
 NE0785.an estimated accuracy of +/- 6 seconds.
 NE0785
 NE0785.The orthometric height was determined by differential leveling
 NE0785.and adjusted by the National Geodetic Survey in June 1991..
 NE0785
 NE0785.The geoid height was determined by GEOID03.
 NE0785
 NE0785.The dynamic height is computed by dividing the NAVD 88
 NE0785.geopotential number by the normal gravity value computed on the
 NE0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0785.degrees latitude (g = 980.6199 gals.).
 NE0785
 NE0785.The modeled gravity was interpolated from observed gravity values.
 NE0785
 NE0785;                    North         East    Units  Estimated Accuracy
 NE0785;SPC MI S     -   157,880.    4,034,670.      MT  (+/- 180 meters Scaled)
 NE0785
 NE0785                          SUPERSEDED SURVEY CONTROL
 NE0785
 NE0785  NGVD 29 (??/??/92)  240.215  (m)          788.11   (f) ADJ UNCH    2 0
 NE0785
 NE0785.Superseded values are not recommended for survey control.
 NE0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0785.See file dsdata.txt to determine how the superseded data were derived.
 NE0785
 NE0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH598561(NAD 83)
 NE0785_MARKER: B = BOLT
 NE0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0785_STAMPING: 255-1/2
 NE0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0785+STABILITY: SURFACE MOTION
 NE0785
 NE0785  HISTORY     - Date     Condition        Report By
 NE0785  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0785  HISTORY     - 1934     GOOD             NGS
 NE0785
 NE0785                          STATION DESCRIPTION
 NE0785
 NE0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0785'2.2 MI E FROM DURAND.
 NE0785'2.2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0785'STATION AT DURAND, SHIAWASSEE COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0785'C 255, 600 YARDS EAST OF A ROAD CROSSING, 35.6 FEET NORTH OF
 NE0785'THE NORTH RAIL OF THE NORTH TRACK, AND 5.1 FEET EAST OF THE
 NE0785'JUNCTION OF A PROPERTY LINE LEADING NORTH WITH THE RIGHT-OF-WAY
 NE0785'FENCE.  A COPPER BOLT, STAMPED 255-1/2 AND SET IN THE TOP OF A
 NE0785'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0781 ***********************************************************************
 NE0781  DESIGNATION -  259 1/2
 NE0781  PID         -  NE0781
 NE0781  STATE/COUNTY-  MI/GENESEE
 NE0781  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0781
 NE0781                         *CURRENT SURVEY CONTROL
 NE0781  ___________________________________________________________________
 NE0781* NAD 83(1986)-  42 56 26.     (N)    083 52 06.     (W)     SCALED    
 NE0781* NAVD 88     -       234.886  (meters)     770.62   (feet)  ADJUSTED  
 NE0781  ___________________________________________________________________
 NE0781  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NE0781  DYNAMIC HT  -         234.827 (meters)     770.43  (feet)  COMP
 NE0781  MODELED GRAV-     980,361.0   (mgal)                       NAVD 88
 NE0781
 NE0781  VERT ORDER  -  SECOND    CLASS 0
 NE0781
 NE0781.The horizontal coordinates were scaled from a topographic map and have
 NE0781.an estimated accuracy of +/- 6 seconds.
 NE0781
 NE0781.The orthometric height was determined by differential leveling
 NE0781.and adjusted by the National Geodetic Survey in June 1991..
 NE0781
 NE0781.The geoid height was determined by GEOID03.
 NE0781
 NE0781.The dynamic height is computed by dividing the NAVD 88
 NE0781.geopotential number by the normal gravity value computed on the
 NE0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0781.degrees latitude (g = 980.6199 gals.).
 NE0781
 NE0781.The modeled gravity was interpolated from observed gravity values.
 NE0781
 NE0781;                    North         East    Units  Estimated Accuracy
 NE0781;SPC MI S     -   160,130.    4,040,670.      MT  (+/- 180 meters Scaled)
 NE0781
 NE0781                          SUPERSEDED SURVEY CONTROL
 NE0781
 NE0781  NGVD 29 (??/??/92)  235.026  (m)          771.08   (f) ADJ UNCH    2 0
 NE0781
 NE0781.Superseded values are not recommended for survey control.
 NE0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0781.See file dsdata.txt to determine how the superseded data were derived.
 NE0781
 NE0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH659582(NAD 83)
 NE0781_MARKER: B = BOLT
 NE0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0781_STAMPING: 259-1/2
 NE0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0781+STABILITY: SURFACE MOTION
 NE0781
 NE0781  HISTORY     - Date     Condition        Report By
 NE0781  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0781  HISTORY     - 1934     GOOD             NGS
 NE0781  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE0781
 NE0781                          STATION DESCRIPTION
 NE0781
 NE0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0781'2.2 MI E FROM DUFFIELD.
 NE0781'2.2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0781'STATION AT DUFFIELD, GENESEE COUNTY, 327 YARDS EAST OF A ROAD
 NE0781'CROSSING, 300 YARDS WEST OF THE SEYMORE ROAD, 26.4 FEET NORTH
 NE0781'OF THE NORTH RAIL OF THE NORTH TRACK, AND 1.6 FEET SOUTH OF THE
 NE0781'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 259-1/2 AND SET IN
 NE0781'THE TOP OF A CONCRETE POST.
 NE0781
 NE0781                          STATION RECOVERY (1966)
 NE0781
 NE0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0110 ***********************************************************************
 NE0110  DESIGNATION -  259 C OF D
 NE0110  PID         -  NE0110
 NE0110  STATE/COUNTY-  MI/WAYNE
 NE0110  USGS QUAD   -  BELLE ISLE (1980)
 NE0110
 NE0110                         *CURRENT SURVEY CONTROL
 NE0110  ___________________________________________________________________
 NE0110* NAD 83(1986)-  42 20 44.     (N)    082 57 44.     (W)     SCALED    
 NE0110* NAVD 88     -       176.232  (meters)     578.19   (feet)  ADJUSTED  
 NE0110  ___________________________________________________________________
 NE0110  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0110  DYNAMIC HT  -         176.180 (meters)     578.02  (feet)  COMP
 NE0110  MODELED GRAV-     980,321.7   (mgal)                       NAVD 88
 NE0110
 NE0110  VERT ORDER  -  FIRST     CLASS 0
 NE0110
 NE0110.The horizontal coordinates were scaled from a topographic map and have
 NE0110.an estimated accuracy of +/- 6 seconds.
 NE0110
 NE0110.The orthometric height was determined by differential leveling
 NE0110.and adjusted by the National Geodetic Survey in June 1991..
 NE0110
 NE0110.The geoid height was determined by GEOID03.
 NE0110
 NE0110.The dynamic height is computed by dividing the NAVD 88
 NE0110.geopotential number by the normal gravity value computed on the
 NE0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0110.degrees latitude (g = 980.6199 gals.).
 NE0110
 NE0110.The modeled gravity was interpolated from observed gravity values.
 NE0110
 NE0110;                    North         East    Units  Estimated Accuracy
 NE0110;SPC MI S     -    94,890.    4,115,720.      MT  (+/- 180 meters Scaled)
 NE0110
 NE0110                          SUPERSEDED SURVEY CONTROL
 NE0110
 NE0110  NGVD 29 (??/??/92)  176.396  (m)          578.73   (f) ADJ UNCH    1 0
 NE0110
 NE0110.Superseded values are not recommended for survey control.
 NE0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0110.See file dsdata.txt to determine how the superseded data were derived.
 NE0110
 NE0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG383900(NAD 83)
 NE0110_MARKER: DD = SURVEY DISK
 NE0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0110+STABILITY: SURFACE MOTION
 NE0110
 NE0110  HISTORY     - Date     Condition        Report By
 NE0110  HISTORY     - UNK      MONUMENTED       MI1260
 NE0110  HISTORY     - 1970     GOOD             USLS
 NE0110
 NE0110                          STATION DESCRIPTION
 NE0110
 NE0110'DESCRIBED BY US LAKE SURVEY 1970
 NE0110'IN DETROIT.
 NE0110'A BENCHMARK ESTABLISHED BY THE CITY OF DEROIT , IS AT DETROIT,
 NE0110'WAYNE COUNTY, MICHIGAN, ON EASTERLY END OF BELLE ISLE, OPPOSITE
 NE0110'BLUE HERON LAGOON, IN WEST CORNER OF T-INTERSECTION OF LAKESIDE
 NE0110'DRIVE AND CENTRAL AVENUE, 28 FEET SOUTHWEST OF CENTERLINE OF
 NE0110'LAKESIDE DRIVE, 13.6 FEET NORTHERLY OF A 16-INCH OAK, 12.9 FEET
 NE0110'SOUTHEAST OF EAST CORNER OF BRICK BUILDING OCCUPIED BY THE
 NE0110'DEPARTMENT OF PARKS AND RECREATION, UNDER AN 8-INCH HAND HOLE
 NE0110'COVER, IN A WELL, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NE0110'BRONZE DISC SET INTO A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0952 ***********************************************************************
 NF0952  DESIGNATION -  26 A
 NF0952  PID         -  NF0952
 NF0952  STATE/COUNTY-  MI/ALLEGAN
 NF0952  USGS QUAD   -  MARTIN (1982)
 NF0952
 NF0952                         *CURRENT SURVEY CONTROL
 NF0952  ___________________________________________________________________
 NF0952* NAD 83(1986)-  42 32 12.     (N)    085 44 29.     (W)     SCALED    
 NF0952* NAVD 88     -       221.304  (meters)     726.06   (feet)  ADJUSTED  
 NF0952  ___________________________________________________________________
 NF0952  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0952  DYNAMIC HT  -         221.243 (meters)     725.86  (feet)  COMP
 NF0952  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 NF0952
 NF0952  VERT ORDER  -  SECOND    CLASS 0
 NF0952
 NF0952.The horizontal coordinates were scaled from a topographic map and have
 NF0952.an estimated accuracy of +/- 6 seconds.
 NF0952
 NF0952.The orthometric height was determined by differential leveling
 NF0952.and adjusted by the National Geodetic Survey in June 1991..
 NF0952
 NF0952.The geoid height was determined by GEOID03.
 NF0952
 NF0952.The dynamic height is computed by dividing the NAVD 88
 NF0952.geopotential number by the normal gravity value computed on the
 NF0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0952.degrees latitude (g = 980.6199 gals.).
 NF0952
 NF0952.The modeled gravity was interpolated from observed gravity values.
 NF0952
 NF0952;                    North         East    Units  Estimated Accuracy
 NF0952;SPC MI S     -   116,070.    3,887,080.      MT  (+/- 180 meters Scaled)
 NF0952
 NF0952                          SUPERSEDED SURVEY CONTROL
 NF0952
 NF0952  NGVD 29 (??/??/92)  221.437  (m)          726.50   (f) ADJ UNCH    2 0
 NF0952
 NF0952.Superseded values are not recommended for survey control.
 NF0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0952.See file dsdata.txt to determine how the superseded data were derived.
 NF0952
 NF0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN033101(NAD 83)
 NF0952_MARKER: DD = SURVEY DISK
 NF0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0952_STAMPING: 26 A MICH 1929
 NF0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0952+STABILITY: SURFACE MOTION
 NF0952
 NF0952  HISTORY     - Date     Condition        Report By
 NF0952  HISTORY     - 1929     MONUMENTED       USGS
 NF0952  HISTORY     - 1948     GOOD             NGS
 NF0952  HISTORY     - 1977     GOOD             MIDH
 NF0952  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0952  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0952
 NF0952                          STATION DESCRIPTION
 NF0952
 NF0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0952'5.6 MI E FROM ALLEGAN.
 NF0952'5.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE OVER
 NF0952'KALAMAZOO RIVER AT ALLEGAN, ABOUT 0.1 MILE EAST OF A SMALL BRIDGE
 NF0952'OVER SCHOOL BROOK, AT THE OSBORNE SCHOOL AND AT THE JUNCTION OF A
 NF0952'ROAD LEADING NORTH (COUNTY ROAD NO. 639), 31 FEET SOUTH OF THE
 NF0952'CENTER LINE OF THE HIGHWAY, 5 FEET WEST OF THE PROLONGED CENTER
 NF0952'LINE OF THE ROAD NORTH, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 NF0952'WEST OF A NORTH-SOUTH FENCE LINE, 17 FEET NORTH OF THE NORTHWEST
 NF0952'CORNER OF A CAR SHED, 81 FEET EAST OF THE FLAG POLE IN SCHOOL
 NF0952'LAWN, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0952'POST ABOUT FLUSH WITH THE GROUND.  MARK IS ABOUT 5.5 MILES WEST
 NF0952'ALONG STATE HIGHWAY 118 FROM ITS JUNCTION WITH U.S. HIGHWAY 131
 NF0952'AT MARTIN.
 NF0952
 NF0952                          STATION RECOVERY (1977)
 NF0952
 NF0952'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0952'RECOVERED IN GOOD CONDITION.
 NF0952
 NF0952                          STATION RECOVERY (1997)
 NF0952
 NF0952'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0952'MARK NOT FOUND.
 NF0952
 NF0952                          STATION RECOVERY (1997)
 NF0952
 NF0952'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0952'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0190 ***********************************************************************
 SG0190  DESIGNATION -  26 A 1 MIGS 1934
 SG0190  PID         -  SG0190
 SG0190  STATE/COUNTY-  MI/HOUGHTON
 SG0190  USGS QUAD   -  HANCOCK (1975)
 SG0190
 SG0190                         *CURRENT SURVEY CONTROL
 SG0190  ___________________________________________________________________
 SG0190* NAD 83(1994)-  47 08 23.20598(N)    088 32 21.88002(W)     ADJUSTED  
 SG0190* NAVD 88     -       349.     (meters)    1145.     (feet)  SCALED    
 SG0190  ___________________________________________________________________
 SG0190  LAPLACE CORR-         -17.44  (seconds)                    DEFLEC99
 SG0190  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 SG0190
 SG0190  HORZ ORDER  -  THIRD
 SG0190
 SG0190.The horizontal coordinates were established by classical geodetic methods
 SG0190.and adjusted by the National Geodetic Survey in February 1997..
 SG0190
 SG0190.The orthometric height was scaled from a topographic map.
 SG0190
 SG0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0190
 SG0190.The geoid height was determined by GEOID03.
 SG0190
 SG0190;                    North         East     Units Scale Factor Converg.
 SG0190;SPC MI N     -   263,051.174 7,883,229.922   MT  1.00001427   -1 06 45.6
 SG0190;SPC MI N     -   863,028.79 25,863,615.23   iFT  1.00001427   -1 06 45.6
 SG0190;UTM  16      - 5,221,847.067   383,271.988   MT  0.99976746   -1 07 42.7
 SG0190
 SG0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0190!SPC MI N     -   0.99995062  x   1.00001427  =   0.99996489
 SG0190!UTM  16      -   0.99995062  x   0.99976746  =   0.99971809
 SG0190
 SG0190:                Primary Azimuth Mark                     Grid Az
 SG0190:SPC MI N     -  26 Y MIGS 1939                           246 22 55.2
 SG0190:UTM  16      -  26 Y MIGS 1939                           246 23 52.3
 SG0190
 SG0190|---------------------------------------------------------------------|
 SG0190| PID    Reference Object                     Distance      Geod. Az  |
 SG0190|                                                           dddmmss.s |
 SG0190| SG0187 26 Y MIGS 1939                      APPROX. 1.9 KM 2451609.6 |
 SG0190|---------------------------------------------------------------------|
 SG0190
 SG0190                          SUPERSEDED SURVEY CONTROL
 SG0190
 SG0190  NAD 83(1986)-  47 08 23.20174(N)    088 32 21.85575(W) AD(       ) 3
 SG0190  NAD 27      -  47 08 23.46700(N)    088 32 21.40800(W) AD(       ) 3
 SG0190
 SG0190.Superseded values are not recommended for survey control.
 SG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0190.See file dsdata.txt to determine how the superseded data were derived.
 SG0190
 SG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8327221847(NAD 83)
 SG0190_MARKER: DD = SURVEY DISK
 SG0190_SETTING: 0 = UNSPECIFIED SETTING
 SG0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0190
 SG0190  HISTORY     - Date     Condition        Report By
 SG0190  HISTORY     - 1934     MONUMENTED       MIGS
 SG0190
 SG0190                          STATION DESCRIPTION
 SG0190
 SG0190'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0190'ABOUT 1 MILE NORTHEAST OF RIPLEY.  TO REACH, TURN OFF U.S.
 SG0190'HIGHWAY 41 TO ROAD NORTH OF QUINCY NO. 6 SHAFT HOUSE, FOLLOW
 SG0190'ROAD TO MAGNETIC STATION, 940 FEET SOUTH OF CENTER LINE OF
 SG0190'MAGNETIC STATION ROAD, 75 FEET SOUTHWEST OF OLD EXPLORATION
 SG0190'SHAFT, 15 FEET NORTHEAST OF OLD BUILDING FOUNDATION.  STATION
 SG0190'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN REINFORCED
 SG0190'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0236 ***********************************************************************
 SG0236  DESIGNATION -  26 A MIGS 1934
 SG0236  PID         -  SG0236
 SG0236  STATE/COUNTY-  MI/HOUGHTON
 SG0236  USGS QUAD   -  SOUTH RANGE (1975)
 SG0236
 SG0236                         *CURRENT SURVEY CONTROL
 SG0236  ___________________________________________________________________
 SG0236* NAD 83(1994)-  47 04 25.44167(N)    088 38 43.82357(W)     ADJUSTED  
 SG0236* NAVD 88     -       376.     (meters)    1234.     (feet)  SCALED    
 SG0236  ___________________________________________________________________
 SG0236  LAPLACE CORR-         -17.14  (seconds)                    DEFLEC99
 SG0236  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 SG0236
 SG0236  HORZ ORDER  -  THIRD
 SG0236
 SG0236.The horizontal coordinates were established by classical geodetic methods
 SG0236.and adjusted by the National Geodetic Survey in February 1997..
 SG0236
 SG0236.The orthometric height was scaled from a topographic map.
 SG0236
 SG0236.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0236
 SG0236.The geoid height was determined by GEOID03.
 SG0236
 SG0236;                    North         East     Units Scale Factor Converg.
 SG0236;SPC MI N     -   255,871.896 7,875,030.899   MT  0.99999767   -1 11 21.7
 SG0236;SPC MI N     -   839,474.72 25,836,715.55   iFT  0.99999767   -1 11 21.7
 SG0236;UTM  16      - 5,214,671.673   375,072.844   MT  0.99979181   -1 12 18.2
 SG0236
 SG0236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0236!SPC MI N     -   0.99994631  x   0.99999767  =   0.99994398
 SG0236!UTM  16      -   0.99994631  x   0.99979181  =   0.99973814
 SG0236
 SG0236:                Primary Azimuth Mark                     Grid Az
 SG0236:SPC MI N     -  WHEAL KATE RESET                         263 42 47.6
 SG0236:UTM  16      -  WHEAL KATE RESET                         263 43 44.1
 SG0236
 SG0236|---------------------------------------------------------------------|
 SG0236| PID    Reference Object                     Distance      Geod. Az  |
 SG0236|                                                           dddmmss.s |
 SG0236| SG0232 WHEAL KATE RESET                    APPROX. 1.3 KM 2623125.9 |
 SG0236|---------------------------------------------------------------------|
 SG0236
 SG0236                          SUPERSEDED SURVEY CONTROL
 SG0236
 SG0236  NAD 83(1986)-  47 04 25.43868(N)    088 38 43.80008(W) AD(       ) 3
 SG0236  NAD 27      -  47 04 25.70100(N)    088 38 43.38100(W) AD(       ) 3
 SG0236
 SG0236.Superseded values are not recommended for survey control.
 SG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0236.See file dsdata.txt to determine how the superseded data were derived.
 SG0236
 SG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7507314672(NAD 83)
 SG0236_MARKER: DD = SURVEY DISK
 SG0236_SETTING: 0 = UNSPECIFIED SETTING
 SG0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0236
 SG0236  HISTORY     - Date     Condition        Report By
 SG0236  HISTORY     - 1934     MONUMENTED       MIGS
 SG0236  HISTORY     - 20031117 MARK NOT FOUND   GEOCAC
 SG0236
 SG0236                          STATION DESCRIPTION
 SG0236
 SG0236'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0236'AT SOUTH RANGE, NEAR EAST SHOULDER OF COPPER RANGE RAILWAY,
 SG0236'20.91 FEET EAST OF WEST RAIL.  TO REACH FROM INTERSECTION
 SG0236'OF RAILWAY TRACKS AND STATE HIGHWAY M 26 AT SOUTH RANGE, GO
 SG0236'1,635 FEET N. 20 DEG W., ALONG RAILWAY TO STATION.  STATION
 SG0236'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE
 SG0236'PROJECTING 4 INCHES.  NO ELEVATION HAS BEEN DETERMINED FOR
 SG0236'THIS STATION.
 SG0236
 SG0236                          STATION RECOVERY (2003)
 SG0236
 SG0236'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0235 ***********************************************************************
 SG0235  DESIGNATION -  26 B
 SG0235  PID         -  SG0235
 SG0235  STATE/COUNTY-  MI/HOUGHTON
 SG0235  USGS QUAD   -  SOUTH RANGE (1975)
 SG0235
 SG0235                         *CURRENT SURVEY CONTROL
 SG0235  ___________________________________________________________________
 SG0235* NAD 83(1994)-  47 04 51.90250(N)    088 38 57.99424(W)     ADJUSTED  
 SG0235* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 SG0235  ___________________________________________________________________
 SG0235  LAPLACE CORR-         -16.32  (seconds)                    DEFLEC99
 SG0235  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 SG0235
 SG0235  HORZ ORDER  -  THIRD
 SG0235
 SG0235.The horizontal coordinates were established by classical geodetic methods
 SG0235.and adjusted by the National Geodetic Survey in February 1997..
 SG0235
 SG0235.The orthometric height was scaled from a topographic map.
 SG0235
 SG0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0235
 SG0235.The geoid height was determined by GEOID03.
 SG0235
 SG0235;                    North         East     Units Scale Factor Converg.
 SG0235;SPC MI N     -   256,695.073 7,874,749.000   MT  0.99999945   -1 11 31.9
 SG0235;SPC MI N     -   842,175.44 25,835,790.68   iFT  0.99999945   -1 11 31.9
 SG0235;UTM  16      - 5,215,494.758   374,791.229   MT  0.99979268   -1 12 29.1
 SG0235
 SG0235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0235!SPC MI N     -   0.99995132  x   0.99999945  =   0.99995077
 SG0235!UTM  16      -   0.99995132  x   0.99979268  =   0.99974401
 SG0235
 SG0235:                Primary Azimuth Mark                     Grid Az
 SG0235:SPC MI N     -  HANCOCK MINE SMOKESTK MIGS               037 52 58.1
 SG0235:UTM  16      -  HANCOCK MINE SMOKESTK MIGS               037 53 55.3
 SG0235
 SG0235|---------------------------------------------------------------------|
 SG0235| PID    Reference Object                     Distance      Geod. Az  |
 SG0235|                                                           dddmmss.s |
 SG0235| SG0197 HANCOCK MINE SMOKESTK MIGS          APPROX. 7.1 KM 0364126.2 |
 SG0235| SG0231 ATLANTIC MINE SMOKESTK MIGS         APPROX. 2.4 KM 0401015.2 |
 SG0235| SG0236 26 A MIGS 1934                      APPROX. 0.9 KM 1595413.8 |
 SG0235| CJ1747 T54N R34E SECS 6 7 1/4 COR                         34647     |
 SG0235|---------------------------------------------------------------------|
 SG0235
 SG0235                          SUPERSEDED SURVEY CONTROL
 SG0235
 SG0235  NAD 83(1986)-  47 04 51.89971(N)    088 38 57.97069(W) AD(       ) 3
 SG0235  NAD 27      -  47 04 52.14600(N)    088 38 57.54300(W) AD(       ) 3
 SG0235
 SG0235.Superseded values are not recommended for survey control.
 SG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0235.See file dsdata.txt to determine how the superseded data were derived.
 SG0235
 SG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7479115495(NAD 83)
 SG0235_MARKER: DD = SURVEY DISK
 SG0235_SETTING: 0 = UNSPECIFIED SETTING
 SG0235
 SG0235  HISTORY     - Date     Condition        Report By
 SG0235  HISTORY     - 1934     MONUMENTED       MIGS
 SG0235  HISTORY     - 20031117 MARK NOT FOUND   GEOCAC
 SG0235
 SG0235                          STATION DESCRIPTION
 SG0235
 SG0235'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0235'BETWEEN SOUTH RANGE AND MILL MINE JUNCTION, 20 FEET WEST OF
 SG0235'EAST RAIL OF COPPER RANGE RAILWAY.  TO REACH, FOLLOW ROAD
 SG0235'LEADING TO SOUTH RANGE CEMETERY TO RAILROAD CROSSING AND
 SG0235'TURN NORTH 330 FEET ALONG RAILROAD GRADE TO STATION.  STATION
 SG0235'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0235'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0235
 SG0235                          STATION RECOVERY (2003)
 SG0235
 SG0235'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0235'FOUND A DAMAGED 8-INCH SQ CONCRETE POST WITH A IRON PIPE IN THE
 SG0235'CENTER. DGPS PLACES THE MARK AT THIS LOCATION TO WITHIN 7 FEET OF THE
 SG0235'FOUND POST.  THERE WAS NO SURVEY DISK FOUND, THE CONCRETE IS BROKEN
 SG0235'AND THE PIPE IS MANGLED.
 SG0235'THE OLD RAILROAD GRADE IS A ATV/SNOWMOBILE TRAIL TODAY AS WELL A
 SG0235'BURIED CABLE AND SEWER ROUTE.
 SG0235' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0217 ***********************************************************************
 SG0217  DESIGNATION -  26 C
 SG0217  PID         -  SG0217
 SG0217  STATE/COUNTY-  MI/HOUGHTON
 SG0217  USGS QUAD   -  CHASSELL (1975)
 SG0217
 SG0217                         *CURRENT SURVEY CONTROL
 SG0217  ___________________________________________________________________
 SG0217* NAD 83(1994)-  47 05 32.85000(N)    088 36 59.39485(W)     ADJUSTED  
 SG0217* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 SG0217  ___________________________________________________________________
 SG0217  LAPLACE CORR-         -16.17  (seconds)                    DEFLEC99
 SG0217  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 SG0217
 SG0217  HORZ ORDER  -  THIRD
 SG0217
 SG0217.The horizontal coordinates were established by classical geodetic methods
 SG0217.and adjusted by the National Geodetic Survey in February 1997..
 SG0217
 SG0217.The orthometric height was scaled from a topographic map.
 SG0217
 SG0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0217
 SG0217.The geoid height was determined by GEOID03.
 SG0217
 SG0217;                    North         East     Units Scale Factor Converg.
 SG0217;SPC MI N     -   257,907.788 7,877,276.068   MT  1.00000224   -1 10 06.2
 SG0217;SPC MI N     -   846,154.16 25,844,081.59   iFT  1.00000224   -1 10 06.2
 SG0217;UTM  16      - 5,216,706.518   377,318.096   MT  0.99978498   -1 11 03.0
 SG0217
 SG0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0217!SPC MI N     -   0.99995699  x   1.00000224  =   0.99995923
 SG0217!UTM  16      -   0.99995699  x   0.99978498  =   0.99974198
 SG0217
 SG0217|---------------------------------------------------------------------|
 SG0217| PID    Reference Object                     Distance      Geod. Az  |
 SG0217|                                                           dddmmss.s |
 SG0217| CJ1749 T54N R34W SECS 9 10 1/4 COR                        22610     |
 SG0217| SG0235 26 B                                APPROX. 2.8 KM 2431145.2 |
 SG0217| SG0231 ATLANTIC MINE SMOKESTK MIGS         APPROX. 1.1 KM 2985819.7 |
 SG0217| CJ1748 T54N R34W SECS 3 4 9 10                            35541     |
 SG0217|---------------------------------------------------------------------|
 SG0217
 SG0217                          SUPERSEDED SURVEY CONTROL
 SG0217
 SG0217  NAD 83(1986)-  47 05 32.84681(N)    088 36 59.37130(W) AD(       ) 3
 SG0217  NAD 27      -  47 05 33.10300(N)    088 36 58.94900(W) AD(       ) 3
 SG0217
 SG0217.Superseded values are not recommended for survey control.
 SG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0217.See file dsdata.txt to determine how the superseded data were derived.
 SG0217
 SG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7731816707(NAD 83)
 SG0217_MARKER: DD = SURVEY DISK
 SG0217_SETTING: 0 = UNSPECIFIED SETTING
 SG0217
 SG0217  HISTORY     - Date     Condition        Report By
 SG0217  HISTORY     - 1934     MONUMENTED       MIGS
 SG0217
 SG0217                          STATION DESCRIPTION
 SG0217
 SG0217'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0217'NEAR CENTER OF WEST EDGE OF SEC. 10, T. 54 N., R. 34 W., ABOUT
 SG0217'1/2 MILE EAST OF ATLANTIC POST OFFICE, ABOUT 1/2 MILE SOUTH
 SG0217'OF STATE HIGHWAY M 26.  TO REACH, FOLLOW FENCE LINE SOUTH
 SG0217'FROM FILLING STATION.  FOLLOWING DISTANCES AND BEARINGS ARE FROM
 SG0217'STATION--TO EAST 1/4 POST SEC. 9, 421.7 FEET, S. 46 DEG 07 MIN
 SG0217'W.  SEC. CORNER, N. 40 DEG 22 MIN W.  ISLE ROYAL 5 SMOKESTACK,
 SG0217'N. 80 DEG 56 MIN E.  TO 6 SMOKESTACK S. 83 DEG 28 MIN E.
 SG0217'STATION IS U.S. C. AND G.S. AND STATE SURVEY STANDARD DISK IN
 SG0217'CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0242 ***********************************************************************
 SG0242  DESIGNATION -  26 C 1 MIGS 1934
 SG0242  PID         -  SG0242
 SG0242  STATE/COUNTY-  MI/HOUGHTON
 SG0242  USGS QUAD   -  OSKAR (1975)
 SG0242
 SG0242                         *CURRENT SURVEY CONTROL
 SG0242  ___________________________________________________________________
 SG0242* NAD 83(1994)-  47 12 59.06490(N)    088 37 41.80135(W)     ADJUSTED  
 SG0242* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 SG0242  ___________________________________________________________________
 SG0242  LAPLACE CORR-          -8.45  (seconds)                    DEFLEC99
 SG0242  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 SG0242
 SG0242  HORZ ORDER  -  THIRD
 SG0242
 SG0242.The horizontal coordinates were established by classical geodetic methods
 SG0242.and adjusted by the National Geodetic Survey in February 1997..
 SG0242
 SG0242.The orthometric height was scaled from a topographic map.
 SG0242
 SG0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0242
 SG0242.The geoid height was determined by GEOID03.
 SG0242
 SG0242;                    North         East     Units Scale Factor Converg.
 SG0242;SPC MI N     -   271,703.278 7,876,664.927   MT  1.00003522   -1 10 36.9
 SG0242;SPC MI N     -   891,414.95 25,842,076.53   iFT  1.00003522   -1 10 36.9
 SG0242;UTM  16      - 5,230,498.983   376,711.195   MT  0.99978681   -1 11 42.7
 SG0242
 SG0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0242!SPC MI N     -   0.99997031  x   1.00003522  =   1.00000552
 SG0242!UTM  16      -   0.99997031  x   0.99978681  =   0.99975712
 SG0242
 SG0242:                Primary Azimuth Mark                     Grid Az
 SG0242:SPC MI N     -  26 F 1 TAMARACK TANK MIGS 1934           074 02 35.4
 SG0242:UTM  16      -  26 F 1 TAMARACK TANK MIGS 1934           074 03 41.2
 SG0242
 SG0242|---------------------------------------------------------------------|
 SG0242| PID    Reference Object                     Distance      Geod. Az  |
 SG0242|                                                           dddmmss.s |
 SG0242| SG0172 26 F 1 TAMARACK TANK MIGS 1934      APPROX.12.7 KM 0725158.5 |
 SG0242|---------------------------------------------------------------------|
 SG0242
 SG0242                          SUPERSEDED SURVEY CONTROL
 SG0242
 SG0242  NAD 83(1986)-  47 12 59.06164(N)    088 37 41.77549(W) AD(       ) 3
 SG0242  NAD 27      -  47 12 59.34900(N)    088 37 41.28300(W) AD(       ) 3
 SG0242
 SG0242.Superseded values are not recommended for survey control.
 SG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0242.See file dsdata.txt to determine how the superseded data were derived.
 SG0242
 SG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7671130499(NAD 83)
 SG0242_MARKER: DD = SURVEY DISK
 SG0242_SETTING: 0 = UNSPECIFIED SETTING
 SG0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0242
 SG0242  HISTORY     - Date     Condition        Report By
 SG0242  HISTORY     - 1934     MONUMENTED       MIGS
 SG0242  HISTORY     - 20030927 MARK NOT FOUND   GEOCAC
 SG0242
 SG0242                          STATION DESCRIPTION
 SG0242
 SG0242'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0242'ABOUT 5.5 MILES NORTH OF HANCOCK, IN T. 56 N., R. 34 W., SEC.
 SG0242'28, 0.9 MILE NORTH OF CANAL SCHOOL ON EAST SIDE OF ROAD, 38
 SG0242'FEET FROM CENTER LINE OF ROAD, IN SMALL AREA VISIBLE TO TAMARACK
 SG0242'TANK, QUINCY NO. 6 FLAGPOLE, AND WHEAL KATE TOWER.  REACHED
 SG0242'BY COUNTY ROAD FOLLOWING KEWEENAW WATERWAY ON HOUGHTON SIDE
 SG0242'WEST AND NORTH TO PORTAGE LAKE SHIP CANAL LIGHTHOUSE.  STATION
 SG0242'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0242
 SG0242                          STATION RECOVERY (2003)
 SG0242
 SG0242'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0063 ***********************************************************************
 SG0063  DESIGNATION -  26 E 1
 SG0063  PID         -  SG0063
 SG0063  STATE/COUNTY-  MI/HOUGHTON
 SG0063  USGS QUAD   -  HANCOCK (1975)
 SG0063
 SG0063                         *CURRENT SURVEY CONTROL
 SG0063  ___________________________________________________________________
 SG0063* NAD 83(1986)-  47 08 19.     (N)    088 34 27.     (W)     SCALED    
 SG0063* NAVD 88     -       331.97   (+/-2cm)    1089.1    (feet)  VERTCON   
 SG0063  ___________________________________________________________________
 SG0063  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 SG0063
 SG0063  VERT ORDER  -  ? (See Below)
 SG0063
 SG0063.The horizontal coordinates were scaled from a topographic map and have
 SG0063.an estimated accuracy of +/- 6 seconds.
 SG0063
 SG0063.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0063.The vertical order pertains to the NGVD 29 superseded value.
 SG0063
 SG0063.The geoid height was determined by GEOID03.
 SG0063
 SG0063;                    North         East    Units  Estimated Accuracy
 SG0063;SPC MI N     -   262,970.    7,880,590.      MT  (+/- 180 meters Scaled)
 SG0063
 SG0063                          SUPERSEDED SURVEY CONTROL
 SG0063
 SG0063  NGVD 29 (??/??/92)  331.979  (m)         1089.17   (f) ADJ UNCH    ?  
 SG0063
 SG0063.Superseded values are not recommended for survey control.
 SG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0063.See file dsdata.txt to determine how the superseded data were derived.
 SG0063
 SG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT806217(NAD 83)
 SG0063_MARKER: DD = SURVEY DISK
 SG0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0063_SP_SET: BUILDING
 SG0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0063+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2001
 SG0063
 SG0063  HISTORY     - Date     Condition        Report By
 SG0063  HISTORY     - UNK      MONUMENTED       MIGS
 SG0063  HISTORY     - 1934     GOOD             NGS
 SG0063  HISTORY     - 20010508 GOOD             MIDT
 SG0063
 SG0063                          STATION DESCRIPTION
 SG0063
 SG0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0063'1.5 MI NE FROM HANCOCK.
 SG0063'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM A SHARP BEND IN THE
 SG0063'WEST PART OF HANCOCK, HOUGHTON COUNTY, IN QUINCY LOCATION, IN THE
 SG0063'SOUTH STONE WALL OF THE QUINCY MINING CO. OFFICE BUILDING, 2 FEET
 SG0063'FROM THE SOUTHEAST CORNER, AND IN THE FIRST COURSE OF STONE ABOVE
 SG0063'THE WATER TABLE.  A STATE SURVEY STANDARD DISK, SET VERTICALLY.
 SG0063
 SG0063                          STATION RECOVERY (2001)
 SG0063
 SG0063'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0063'THE MARK IS LOCATED AT 49445N HWY US 41. IN A 2 STORY SANDSTONE
 SG0063'BUILDING IN THE KEWEENAW NAT'L HISTORIC PARK. AT THE -SE- CORNER AND
 SG0063'ABOUT 5 FT ABOVE THE GROUND STAMPED '26 E 1'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0209 ***********************************************************************
 SG0209  DESIGNATION -  26 E MIGS 1934
 SG0209  PID         -  SG0209
 SG0209  STATE/COUNTY-  MI/HOUGHTON
 SG0209  USGS QUAD   -  CHASSELL (1975)
 SG0209
 SG0209                         *CURRENT SURVEY CONTROL
 SG0209  ___________________________________________________________________
 SG0209* NAD 83(1994)-  47 06 51.21373(N)    088 35 19.27214(W)     ADJUSTED  
 SG0209* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 SG0209  ___________________________________________________________________
 SG0209  LAPLACE CORR-         -15.78  (seconds)                    DEFLEC99
 SG0209  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 SG0209
 SG0209  HORZ ORDER  -  THIRD
 SG0209
 SG0209.The horizontal coordinates were established by classical geodetic methods
 SG0209.and adjusted by the National Geodetic Survey in February 1997..
 SG0209
 SG0209.The orthometric height was scaled from a topographic map.
 SG0209
 SG0209.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0209
 SG0209.The geoid height was determined by GEOID03.
 SG0209
 SG0209;                    North         East     Units Scale Factor Converg.
 SG0209;SPC MI N     -   260,284.604 7,879,435.746   MT  1.00000769   -1 08 53.8
 SG0209;SPC MI N     -   853,952.11 25,851,167.15   iFT  1.00000769   -1 08 53.8
 SG0209;UTM  16      - 5,219,082.207   379,477.948   MT  0.99977852   -1 09 51.1
 SG0209
 SG0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0209!SPC MI N     -   0.99996657  x   1.00000769  =   0.99997426
 SG0209!UTM  16      -   0.99996657  x   0.99977852  =   0.99974510
 SG0209
 SG0209:                Primary Azimuth Mark                     Grid Az
 SG0209:SPC MI N     -  26 D                                     195 13 06.4
 SG0209:UTM  16      -  26 D                                     195 14 03.7
 SG0209
 SG0209|---------------------------------------------------------------------|
 SG0209| PID    Reference Object                     Distance      Geod. Az  |
 SG0209|                                                           dddmmss.s |
 SG0209| SG0215 26 D                                APPROX. 0.9 KM 1940412.6 |
 SG0209| SG0212 26 F                                APPROX. 0.6 KM 3584247.9 |
 SG0209|---------------------------------------------------------------------|
 SG0209
 SG0209                          SUPERSEDED SURVEY CONTROL
 SG0209
 SG0209  NAD 83(1986)-  47 06 51.21022(N)    088 35 19.24824(W) AD(       ) 3
 SG0209  NAD 27      -  47 06 51.46600(N)    088 35 18.81700(W) AD(       ) 3
 SG0209
 SG0209.Superseded values are not recommended for survey control.
 SG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0209.See file dsdata.txt to determine how the superseded data were derived.
 SG0209
 SG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7947819082(NAD 83)
 SG0209_MARKER: DD = SURVEY DISK
 SG0209_SETTING: 0 = UNSPECIFIED SETTING
 SG0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0209
 SG0209  HISTORY     - Date     Condition        Report By
 SG0209  HISTORY     - 1934     MONUMENTED       MIGS
 SG0209  HISTORY     - 20020213 MARK NOT FOUND   WILCOX
 SG0209  HISTORY     - 20031115 MARK NOT FOUND   GEOCAC
 SG0209
 SG0209                          STATION DESCRIPTION
 SG0209
 SG0209'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0209'NEAR HOUGHTON, IN SEC. 35, T. 55 N., R. 34 W., 1.15 MILES FROM
 SG0209'SOUTH END OF HOUGHTON-HANCOCK BRIDGE ON STATE HIGHWAY M 26,
 SG0209'40 FEET EAST OF CENTER LINE OF HIGHWAY.  FOLLOWING DISTANCES
 SG0209'AND BEARINGS ARE FROM STATION--TO FINNISH EVANGELICAL LUTHERAN
 SG0209'CHURCH, N. 26 DEG 19 MIN E.  TO NORTHWEST CORNER NAMKEG RAISE,
 SG0209'148 FEET, S. 11 DEG 58 MIN E., FINNISH LUTHERAN CHURCH SPIRE,
 SG0209'N. 4 DEG 18 MIN W.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0209'STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED
 SG0209'FOR THIS STATION.
 SG0209
 SG0209                          STATION RECOVERY (2002)
 SG0209
 SG0209'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (SP)
 SG0209'MARK NOT FOUND.
 SG0209
 SG0209                          STATION RECOVERY (2003)
 SG0209
 SG0209'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0209'THERE HAS BEEN ROAD CONSTRUCTION AND DEVELOPMENT AT THE DESCRIBED
 SG0209'LOCATION.  DGPS (WAAS ACC = 2 M) PLACES THE MARK IN BACK SLOPE FOR
 SG0209'RELOCATED (1980) M-26.  MARK IS ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0212 ***********************************************************************
 SG0212  DESIGNATION -  26 F
 SG0212  PID         -  SG0212
 SG0212  STATE/COUNTY-  MI/HOUGHTON
 SG0212  USGS QUAD   -  CHASSELL (1975)
 SG0212
 SG0212                         *CURRENT SURVEY CONTROL
 SG0212  ___________________________________________________________________
 SG0212* NAD 83(1994)-  47 07 09.04772(N)    088 35 19.85897(W)     ADJUSTED  
 SG0212* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 SG0212  ___________________________________________________________________
 SG0212  LAPLACE CORR-         -15.36  (seconds)                    DEFLEC99
 SG0212  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 SG0212
 SG0212  HORZ ORDER  -  THIRD
 SG0212
 SG0212.The horizontal coordinates were established by classical geodetic methods
 SG0212.and adjusted by the National Geodetic Survey in February 1997..
 SG0212
 SG0212.The orthometric height was scaled from a topographic map.
 SG0212
 SG0212.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0212
 SG0212.The geoid height was determined by GEOID03.
 SG0212
 SG0212;                    North         East     Units Scale Factor Converg.
 SG0212;SPC MI N     -   260,835.485 7,879,434.415   MT  1.00000895   -1 08 54.3
 SG0212;SPC MI N     -   855,759.47 25,851,162.78   iFT  1.00000895   -1 08 54.3
 SG0212;UTM  16      - 5,219,632.962   379,476.771   MT  0.99977852   -1 09 51.8
 SG0212
 SG0212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0212!SPC MI N     -   0.99997065  x   1.00000895  =   0.99997960
 SG0212!UTM  16      -   0.99997065  x   0.99977852  =   0.99974917
 SG0212
 SG0212:                Primary Azimuth Mark                     Grid Az
 SG0212:SPC MI N     -  26 E MIGS 1934                           179 51 41.7
 SG0212:UTM  16      -  26 E MIGS 1934                           179 52 39.2
 SG0212
 SG0212|---------------------------------------------------------------------|
 SG0212| PID    Reference Object                     Distance      Geod. Az  |
 SG0212|                                                           dddmmss.s |
 SG0212| SG0209 26 E MIGS 1934                      APPROX. 0.6 KM 1784247.4 |
 SG0212| CJ1750 26 F RP 10 IN MAPLE                                19703     |
 SG0212| CJ1751 26 F RP 14 IN BASSWOOD                             26914     |
 SG0212| SG0213 CRAB MIGS 1934                      454.142 METERS 3372903.5 |
 SG0212| SG0197 HANCOCK MINE SMOKESTK MIGS          APPROX. 1.5 KM 3455436.5 |
 SG0212|---------------------------------------------------------------------|
 SG0212
 SG0212                          SUPERSEDED SURVEY CONTROL
 SG0212
 SG0212  NAD 83(1986)-  47 07 09.04423(N)    088 35 19.83495(W) AD(       ) 3
 SG0212  NAD 27      -  47 07 09.30200(N)    088 35 19.40000(W) AD(       ) 3
 SG0212
 SG0212.Superseded values are not recommended for survey control.
 SG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0212.See file dsdata.txt to determine how the superseded data were derived.
 SG0212
 SG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7947719633(NAD 83)
 SG0212_MARKER: DD = SURVEY DISK
 SG0212_SETTING: 0 = UNSPECIFIED SETTING
 SG0212
 SG0212  HISTORY     - Date     Condition        Report By
 SG0212  HISTORY     - 1934     MONUMENTED       MIGS
 SG0212  HISTORY     - 20020213 MARK NOT FOUND   WILCOX
 SG0212  HISTORY     - 20031116 MARK NOT FOUND   GEOCAC
 SG0212
 SG0212                          STATION DESCRIPTION
 SG0212
 SG0212'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0212'SOUTH OF HOUGHTON, IN SEC. 34, T. 55 N., R. 34 W., 0.8 MILE
 SG0212'FROM SOUTH END OF HOUGHTON-HANCOCK BRIDGE ON STATE HIGHWAY M
 SG0212'26, 55 FEET WEST OF CENTER LINE OF HIGHWAY ON BROW OF VAN ORDEN
 SG0212'HILL.  FOLLOWING DISTANCES AND BEARINGS ARE FROM STATION--TO
 SG0212'14-INCH BASSWOOD, 87.7 FEET, S. 89 DEG 11 MIN W., 10-INCH MAPLE,
 SG0212'85.2 FEET S. 16 DEG 59 MIN W.  SOUTHWEST CORNER OF HANCOCK
 SG0212'HIGH SCHOOL, N. 11 DEG 02 MIN E.  HANCOCK MINE SMOKE-STACK,
 SG0212'N. 14 DEG 09 MIN W.  STATION IS U.S.C. AND G.S. AND STATE
 SG0212'SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN
 SG0212'DETERMINED FOR THIS STATION.
 SG0212
 SG0212                          STATION RECOVERY (2002)
 SG0212
 SG0212'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (SP)
 SG0212'MARK NOT FOUND.
 SG0212
 SG0212                          STATION RECOVERY (2003)
 SG0212
 SG0212'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0212'ROAD CONSTRUCTION IN THE AREA.
 SG0212'TO REACH FROM THE HOUGHTON END OF THE US-41 LIFT BRIDGE FOLLOW STATE
 SG0212'HWY M-26 SOUTH ABOUT 0.75 MILE TO CALVERLY ST, THENCE RIGHT (WEST) ON
 SG0212'CALVERLY ST 2 BLOCKS TO PARK AVE (OLD M-26), THENCE RIGHT (NORTH)
 SG0212'ALONG PARK AVE TO THE CUL-DE-SAC AND THE SITE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0172 ***********************************************************************
 SG0172  DESIGNATION -  26 F 1 TAMARACK TANK MIGS 1934
 SG0172  PID         -  SG0172
 SG0172  STATE/COUNTY-  MI/HOUGHTON
 SG0172  USGS QUAD   -  LAURIUM (1975)
 SG0172
 SG0172                         *CURRENT SURVEY CONTROL
 SG0172  ___________________________________________________________________
 SG0172* NAD 83(1994)-  47 14 59.60045(N)    088 28 05.67387(W)     ADJUSTED  
 SG0172* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 SG0172  ___________________________________________________________________
 SG0172  LAPLACE CORR-         -12.98  (seconds)                    DEFLEC99
 SG0172  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 SG0172
 SG0172  HORZ ORDER  -  THIRD
 SG0172
 SG0172.The horizontal coordinates were established by classical geodetic methods
 SG0172.and adjusted by the National Geodetic Survey in February 1997..
 SG0172
 SG0172.The orthometric height was scaled from a topographic map.
 SG0172
 SG0172.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0172
 SG0172.The geoid height was determined by GEOID03.
 SG0172
 SG0172;                    North         East     Units Scale Factor Converg.
 SG0172;SPC MI N     -   275,188.413 7,888,854.405   MT  1.00004495   -1 03 40.4
 SG0172;SPC MI N     -   902,849.12 25,882,068.26   iFT  1.00004495   -1 03 40.4
 SG0172;UTM  16      - 5,233,979.414   388,898.442   MT  0.99975170   -1 04 41.8
 SG0172
 SG0172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0172!SPC MI N     -   0.99994562  x   1.00004495  =   0.99999057
 SG0172!UTM  16      -   0.99994562  x   0.99975170  =   0.99969734
 SG0172
 SG0172:                Primary Azimuth Mark                     Grid Az
 SG0172:SPC MI N     -  RED JACKET FLAGPOLE MIGS                 060 32 27.7
 SG0172:UTM  16      -  RED JACKET FLAGPOLE MIGS                 060 33 29.1
 SG0172
 SG0172|---------------------------------------------------------------------|
 SG0172| PID    Reference Object                     Distance      Geod. Az  |
 SG0172|                                                           dddmmss.s |
 SG0172| SG0180 RED JACKET FLAGPOLE MIGS            APPROX. 0.6 KM 0592847.3 |
 SG0172| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 1.8 KM 1085600.2 |
 SG0172| SG0173 SWEDETOWN WATER TANK MIGS           APPROX. 1.4 KM 1740653.9 |
 SG0172|---------------------------------------------------------------------|
 SG0172
 SG0172                          SUPERSEDED SURVEY CONTROL
 SG0172
 SG0172  NAD 83(1986)-  47 14 59.59572(N)    088 28 05.64742(W) AD(       ) 3
 SG0172  NAD 27      -  47 14 59.86500(N)    088 28 05.20200(W) AD(       ) 3
 SG0172
 SG0172.Superseded values are not recommended for survey control.
 SG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0172.See file dsdata.txt to determine how the superseded data were derived.
 SG0172
 SG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8889833979(NAD 83)
 SG0172_MARKER: 51 = TANK
 SG0172
 SG0172  HISTORY     - Date     Condition        Report By
 SG0172  HISTORY     - 1934     FIRST OBSERVED   MIGS
 SG0172  HISTORY     - 20030926 MARK NOT FOUND   GEOCAC
 SG0172
 SG0172                          STATION DESCRIPTION
 SG0172
 SG0172'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMD)
 SG0172'NEAR CALUMET, ON TAMARACK MINE TANK.  TO REACH, GO WEST FROM
 SG0172'CALUMET PAST CO-OP STORE (TAMARACK) 2 BLOCKS, THEN NORTH
 SG0172'2 BLOCKS.  STATION IS 1/2-INCH BRASS STAR AT CENTER OF 10-INCH
 SG0172'OCTAGONAL POST ON TOP OF TANK.
 SG0172
 SG0172                          STATION RECOVERY (2003)
 SG0172
 SG0172'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0172'FOUND THE LOCATION USING DGPS (WAAS).  NO TRACE OF THE WATER TANK WAS
 SG0172'FOUND, JUST A VACANT LOT AT THE LOCATION.  STATION IS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0055 ***********************************************************************
 SG0055  DESIGNATION -  26 G
 SG0055  PID         -  SG0055
 SG0055  STATE/COUNTY-  MI/HOUGHTON
 SG0055  USGS QUAD   -  HANCOCK (1975)
 SG0055
 SG0055                         *CURRENT SURVEY CONTROL
 SG0055  ___________________________________________________________________
 SG0055* NAD 83(1994)-  47 07 31.33089(N)    088 34 32.79653(W)     ADJUSTED  
 SG0055* NAVD 88     -       186.495  (meters)     611.86   (feet)  ADJUSTED  
 SG0055  ___________________________________________________________________
 SG0055  LAPLACE CORR-         -15.86  (seconds)                    DEFLEC99
 SG0055  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 SG0055  DYNAMIC HT  -         186.523 (meters)     611.95  (feet)  COMP
 SG0055  MODELED GRAV-     980,761.1   (mgal)                       NAVD 88
 SG0055
 SG0055  HORZ ORDER  -  THIRD
 SG0055  VERT ORDER  -  FIRST     CLASS II
 SG0055
 SG0055.The horizontal coordinates were established by classical geodetic methods
 SG0055.and adjusted by the National Geodetic Survey in February 1997..
 SG0055
 SG0055.The orthometric height was determined by differential leveling
 SG0055.and adjusted by the National Geodetic Survey in June 1991..
 SG0055
 SG0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0055
 SG0055.The geoid height was determined by GEOID03.
 SG0055
 SG0055.The dynamic height is computed by dividing the NAVD 88
 SG0055.geopotential number by the normal gravity value computed on the
 SG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0055.degrees latitude (g = 980.6199 gals.).
 SG0055
 SG0055.The modeled gravity was interpolated from observed gravity values.
 SG0055
 SG0055;                    North         East     Units Scale Factor Converg.
 SG0055;SPC MI N     -   261,503.691 7,880,439.964   MT  1.00001054   -1 08 20.2
 SG0055;SPC MI N     -   857,951.74 25,854,461.82   iFT  1.00001054   -1 08 20.2
 SG0055;UTM  16      - 5,220,300.732   380,482.272   MT  0.99977556   -1 09 17.8
 SG0055
 SG0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0055!SPC MI N     -   0.99997606  x   1.00001054  =   0.99998660
 SG0055!UTM  16      -   0.99997606  x   0.99977556  =   0.99975163
 SG0055
 SG0055:                Primary Azimuth Mark                     Grid Az
 SG0055:SPC MI N     -  SMOKEY MIGS 1934                         201 52 04.0
 SG0055:UTM  16      -  SMOKEY MIGS 1934                         201 53 01.6
 SG0055
 SG0055|---------------------------------------------------------------------|
 SG0055| PID    Reference Object                     Distance      Geod. Az  |
 SG0055|                                                           dddmmss.s |
 SG0055| SG0206 SMOKEY MIGS 1934                    424.733 METERS 2004343.8 |
 SG0055| SG0212 26 F                                APPROX. 1.2 KM 2351522.8 |
 SG0055|---------------------------------------------------------------------|
 SG0055
 SG0055                          SUPERSEDED SURVEY CONTROL
 SG0055
 SG0055  NAD 83(1986)-  47 07 31.32718(N)    088 34 32.77237(W) AD(       ) 3
 SG0055  NAD 27      -  47 07 31.58600(N)    088 34 32.34000(W) AD(       ) 3
 SG0055  NGVD 29 (??/??/92)  186.506  (m)          611.90   (f) ADJ UNCH    1 2
 SG0055
 SG0055.Superseded values are not recommended for survey control.
 SG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0055.See file dsdata.txt to determine how the superseded data were derived.
 SG0055
 SG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8048220301(NAD 83)
 SG0055_MARKER: DD = SURVEY DISK
 SG0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0055+STABILITY: SURFACE MOTION
 SG0055
 SG0055  HISTORY     - Date     Condition        Report By
 SG0055  HISTORY     - 1934     MONUMENTED       MIGS
 SG0055  HISTORY     - 1934     GOOD             NGS
 SG0055  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0055
 SG0055                          STATION DESCRIPTION
 SG0055
 SG0055'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0055'IN HANCOCK, IN T. 55 N., R. 34 W., 20 FEET SOUTH OF CENTER
 SG0055'LINE OF TRACK, 4 FEET SOUTHEAST OF SHORE LINE JUNCTION SIGN
 SG0055'POST.  TO REACH, GO ABOUT 760 FEET FROM NORTH END OF DRAW OF
 SG0055'HOUGHTON-HANCOCK BRIDGE NORTHWEST ALONG MINERAL RANGE RAILWAY
 SG0055'TRACK, TO STATION.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0055'STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED
 SG0055'FOR THIS STATION.
 SG0055
 SG0055                          STATION RECOVERY (1934)
 SG0055
 SG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SG0055'AT HANCOCK.
 SG0055'AT HANCOCK, HOUGHTON COUNTY, 0.9 MILE EAST OF THE MINERAL RANGE
 SG0055'RAILROAD PASSENGER STATION, ABOUT 760 FEET NORTHWEST OF THE NORTH
 SG0055'END OF THE BRIDGE OVER PORTAGE RIVER, 20 FEET SOUTH OF THE CENTERLINE
 SG0055'OF THE TRACK, AND 4 FEET SOUTHEAST OF A SIGN READING SHORE LINE
 SG0055'JCT.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 SG0055
 SG0055                          STATION RECOVERY (1996)
 SG0055
 SG0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0055'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0057 ***********************************************************************
 SG0057  DESIGNATION -  26 H 1
 SG0057  PID         -  SG0057
 SG0057  STATE/COUNTY-  MI/HOUGHTON
 SG0057  USGS QUAD   -  HANCOCK (1975)
 SG0057
 SG0057                         *CURRENT SURVEY CONTROL
 SG0057  ___________________________________________________________________
 SG0057* NAD 83(1986)-  47 07 33.     (N)    088 34 10.     (W)     SCALED    
 SG0057* NAVD 88     -       184.811  (meters)     606.33   (feet)  ADJUSTED  
 SG0057  ___________________________________________________________________
 SG0057  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 SG0057  DYNAMIC HT  -         184.840 (meters)     606.43  (feet)  COMP
 SG0057  MODELED GRAV-     980,762.5   (mgal)                       NAVD 88
 SG0057
 SG0057  VERT ORDER  -  FIRST     CLASS II
 SG0057
 SG0057.The horizontal coordinates were scaled from a topographic map and have
 SG0057.an estimated accuracy of +/- 6 seconds.
 SG0057
 SG0057.The orthometric height was determined by differential leveling
 SG0057.and adjusted by the National Geodetic Survey in June 1991..
 SG0057
 SG0057.The geoid height was determined by GEOID03.
 SG0057
 SG0057.The dynamic height is computed by dividing the NAVD 88
 SG0057.geopotential number by the normal gravity value computed on the
 SG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0057.degrees latitude (g = 980.6199 gals.).
 SG0057
 SG0057.The modeled gravity was interpolated from observed gravity values.
 SG0057
 SG0057;                    North         East    Units  Estimated Accuracy
 SG0057;SPC MI N     -   261,550.    7,880,920.      MT  (+/- 180 meters Scaled)
 SG0057
 SG0057                          SUPERSEDED SURVEY CONTROL
 SG0057
 SG0057  NGVD 29 (??/??/92)  184.822  (m)          606.37   (f) ADJ UNCH    1 2
 SG0057
 SG0057.Superseded values are not recommended for survey control.
 SG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0057.See file dsdata.txt to determine how the superseded data were derived.
 SG0057
 SG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT809203(NAD 83)
 SG0057_MARKER: DD = SURVEY DISK
 SG0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0057_STAMPING: 26 H 1
 SG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0057+STABILITY: SURFACE MOTION
 SG0057
 SG0057  HISTORY     - Date     Condition        Report By
 SG0057  HISTORY     - UNK      MONUMENTED       MIGS
 SG0057  HISTORY     - 1934     GOOD             NGS
 SG0057  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0057
 SG0057                          STATION DESCRIPTION
 SG0057
 SG0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0057'AT HANCOCK.
 SG0057'AT HANCOCK, HOUGHTON COUNTY, IN THE SECTION OF THE CITY KNOWN AS
 SG0057'RIPLEY, ON THE SHORE OF PORTAGE LAKE, AT THE HOUGHTON COUNTY
 SG0057'ROAD COMMISSION BRICK OFFICE BUILDING, AND 15.7 FEET WEST OF THE
 SG0057'WEST WALL OF THE BUILDING (MEASURED FROM A POINT 2 FEET NORTH OF
 SG0057'THE SOUTHWEST CORNER).  A STATE SURVEY STANDARD DISK, STAMPED 26
 SG0057'H 1 AND SET IN THE TOP OF A CONCRETE POST.
 SG0057
 SG0057                          STATION RECOVERY (1996)
 SG0057
 SG0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0057'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0214 ***********************************************************************
 SG0214  DESIGNATION -  26 H MIGS 1934
 SG0214  PID         -  SG0214
 SG0214  STATE/COUNTY-  MI/HOUGHTON
 SG0214  USGS QUAD   -  CHASSELL (1975)
 SG0214
 SG0214                         *CURRENT SURVEY CONTROL
 SG0214  ___________________________________________________________________
 SG0214* NAD 83(1994)-  47 07 09.48702(N)    088 31 25.13070(W)     ADJUSTED  
 SG0214* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 SG0214  ___________________________________________________________________
 SG0214  LAPLACE CORR-         -18.15  (seconds)                    DEFLEC99
 SG0214  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 SG0214
 SG0214  HORZ ORDER  -  THIRD
 SG0214
 SG0214.The horizontal coordinates were established by classical geodetic methods
 SG0214.and adjusted by the National Geodetic Survey in February 1997..
 SG0214
 SG0214.The orthometric height was scaled from a topographic map.
 SG0214
 SG0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0214
 SG0214.The geoid height was determined by GEOID03.
 SG0214
 SG0214;                    North         East     Units Scale Factor Converg.
 SG0214;SPC MI N     -   260,751.915 7,884,381.754   MT  1.00000898   -1 06 04.6
 SG0214;SPC MI N     -   855,485.29 25,867,394.21   iFT  1.00000898   -1 06 04.6
 SG0214;UTM  16      - 5,219,548.059   384,422.911   MT  0.99976417   -1 06 59.8
 SG0214
 SG0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0214!SPC MI N     -   0.99997620  x   1.00000898  =   0.99998518
 SG0214!UTM  16      -   0.99997620  x   0.99976417  =   0.99974037
 SG0214
 SG0214:                Primary Azimuth Mark                     Grid Az
 SG0214:SPC MI N     -  PILGRIM MAGNETIC STA MIGS                170 25 46.6
 SG0214:UTM  16      -  PILGRIM MAGNETIC STA MIGS                170 26 41.8
 SG0214
 SG0214|---------------------------------------------------------------------|
 SG0214| PID    Reference Object                     Distance      Geod. Az  |
 SG0214|                                                           dddmmss.s |
 SG0214| SG0218 PILGRIM MAGNETIC STA MIGS           APPROX. 1.9 KM 1691942.0 |
 SG0214| SG0055 26 G                                APPROX. 4.0 KM 2794148.3 |
 SG0214|---------------------------------------------------------------------|
 SG0214
 SG0214                          SUPERSEDED SURVEY CONTROL
 SG0214
 SG0214  NAD 83(1986)-  47 07 09.48246(N)    088 31 25.10678(W) AD(       ) 3
 SG0214  NAD 27      -  47 07 09.74600(N)    088 31 24.68000(W) AD(       ) 3
 SG0214
 SG0214.Superseded values are not recommended for survey control.
 SG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0214.See file dsdata.txt to determine how the superseded data were derived.
 SG0214
 SG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8442319548(NAD 83)
 SG0214_MARKER: DD = SURVEY DISK
 SG0214_SETTING: 0 = UNSPECIFIED SETTING
 SG0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0214
 SG0214  HISTORY     - Date     Condition        Report By
 SG0214  HISTORY     - 1934     MONUMENTED       MIGS
 SG0214  HISTORY     - 20040628 MARK NOT FOUND   GEOCAC
 SG0214
 SG0214                          STATION DESCRIPTION
 SG0214
 SG0214'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0214'NEAR DOLLAR BAY, ON NORTH SHORE OF PORTAGE LAKE, IN T. 54 N.,
 SG0214'R. 33 W., ABOUT 2.5 MILES EAST ALONG STATE HIGHWAY M 26 FROM
 SG0214'NORTH END OF HOUGHTON-HANCOCK BRIDGE, ABOUT 150 FEET SOUTH
 SG0214'OF HIGHWAY AND 10 FEET NORTH OF CREEK BANK (WHICH IS NORTH OF
 SG0214'EAST END OF OLD UNION COAL DOCK YARD).  STATION IS U.S.C. AND
 SG0214'G.S.  AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION
 SG0214'HAS BEEN DETERMINED FOR THIS STATION.
 SG0214
 SG0214                          STATION RECOVERY (2004)
 SG0214
 SG0214'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0214'A HOUSE IS AT THE SITE LOCATION. --NOTE--DGPS WAS USED IN AN ATTEMPT
 SG0214'LOCATE THE MARK BUT IT PLACES MARK IN DRIVEWAY OF HOUSE.  DGPS ACC. 10
 SG0214'FT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0168 ***********************************************************************
 SG0168  DESIGNATION -  26 I
 SG0168  PID         -  SG0168
 SG0168  STATE/COUNTY-  MI/HOUGHTON
 SG0168  USGS QUAD   -  POINT MILLS (1975)
 SG0168
 SG0168                         *CURRENT SURVEY CONTROL
 SG0168  ___________________________________________________________________
 SG0168* NAD 83(1994)-  47 06 41.09000(N)    088 29 56.39242(W)     ADJUSTED  
 SG0168* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 SG0168  ___________________________________________________________________
 SG0168  LAPLACE CORR-         -17.29  (seconds)                    DEFLEC99
 SG0168  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 SG0168
 SG0168  HORZ ORDER  -  THIRD
 SG0168
 SG0168.The horizontal coordinates were established by classical geodetic methods
 SG0168.and adjusted by the National Geodetic Survey in February 1997..
 SG0168
 SG0168.The orthometric height was scaled from a topographic map.
 SG0168
 SG0168.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0168
 SG0168.The geoid height was determined by GEOID03.
 SG0168
 SG0168;                    North         East     Units Scale Factor Converg.
 SG0168;SPC MI N     -   259,839.463 7,886,235.416   MT  1.00000698   -1 05 00.5
 SG0168;SPC MI N     -   852,491.68 25,873,475.77   iFT  1.00000698   -1 05 00.5
 SG0168;UTM  16      - 5,218,635.343   386,275.875   MT  0.99975895   -1 05 54.2
 SG0168
 SG0168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0168!SPC MI N     -   0.99997607  x   1.00000698  =   0.99998305
 SG0168!UTM  16      -   0.99997607  x   0.99975895  =   0.99973502
 SG0168
 SG0168|---------------------------------------------------------------------|
 SG0168| PID    Reference Object                     Distance      Geod. Az  |
 SG0168|                                                           dddmmss.s |
 SG0168| CJ1752 26 I RP 15 IN PINE 1                               08627     |
 SG0168| CJ1753 26 I RP 15 IN PINE 2                               25209     |
 SG0168| SG0228 HOUGHTON TELEPHONE RELAY MAST       APPROX. 5.5 KM 2584046.5 |
 SG0168| SG0194 EAST QUINCY QUINCY MINE 2 STK       APPROX. 6.2 KM 2951950.5 |
 SG0168| SG0226 SOO                                 APPROX. 1.2 KM 2991325.9 |
 SG0168|---------------------------------------------------------------------|
 SG0168
 SG0168                          SUPERSEDED SURVEY CONTROL
 SG0168
 SG0168  NAD 83(1986)-  47 06 41.08504(N)    088 29 56.36875(W) AD(       ) 3
 SG0168  NAD 27      -  47 06 41.35100(N)    088 29 55.94300(W) AD(       ) 3
 SG0168
 SG0168.Superseded values are not recommended for survey control.
 SG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0168.See file dsdata.txt to determine how the superseded data were derived.
 SG0168
 SG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8627618635(NAD 83)
 SG0168_MARKER: DD = SURVEY DISK
 SG0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0168_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0168
 SG0168  HISTORY     - Date     Condition        Report By
 SG0168  HISTORY     - 1934     MONUMENTED       MIGS
 SG0168  HISTORY     - 1981     GOOD             NOS
 SG0168
 SG0168                          STATION DESCRIPTION
 SG0168
 SG0168'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0168'NEAR DOLLAR BAY, IN SEC. 4, T. 54 N., R. 33 W., 4.9 MILES
 SG0168'FROM NORTH END OF HOUGHTON-HANCOCK BRIDGE (EAST ALONG STATE
 SG0168'HIGHWAY M 26 THROUGH DOLLAR BAY), 250 FEET WEST OF CENTER
 SG0168'LINE OF POINT MILLS ROAD, 55 FEET FROM SHORE OF PORTAGE
 SG0168'LAKE, AT WEST END OF SMALL GROUP OF PINES.  FOLLOWING DISTANCES
 SG0168'AND BEARINGS ARE FROM STATION--DOLLAR BAY HIGH SCHOOL
 SG0168'SMOKESTACK, N. 42 DEG 47 MIN W.  BALL ON WATER TANK OF ISLE
 SG0168'ROYAL MILL, S. 82 DEG 02 MIN W--15-INCH PINE, 31 FEET, N.
 SG0168'86 DEG 19 MIN E.  15-INCH PINE, 30 FEET, S. 72 DEG 02 MIN
 SG0168'W.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0168'DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR
 SG0168'THIS STATION.
 SG0168
 SG0168                          STATION RECOVERY (1981)
 SG0168
 SG0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0168'THE STATION, 26 I MIGS 1934, WAS RECOVERED AS DESCRIBED.
 SG0168'
 SG0168'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0060 ***********************************************************************
 SG0060  DESIGNATION -  26 I 1
 SG0060  PID         -  SG0060
 SG0060  STATE/COUNTY-  MI/HOUGHTON
 SG0060  USGS QUAD   -  HANCOCK (1975)
 SG0060
 SG0060                         *CURRENT SURVEY CONTROL
 SG0060  ___________________________________________________________________
 SG0060* NAD 83(1986)-  47 07 38.     (N)    088 34 44.     (W)     SCALED    
 SG0060* NAVD 88     -       218.251  (meters)     716.05   (feet)  ADJUSTED  
 SG0060  ___________________________________________________________________
 SG0060  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 SG0060  DYNAMIC HT  -         218.285 (meters)     716.16  (feet)  COMP
 SG0060  MODELED GRAV-     980,760.5   (mgal)                       NAVD 88
 SG0060
 SG0060  VERT ORDER  -  FIRST     CLASS II
 SG0060
 SG0060.The horizontal coordinates were scaled from a topographic map and have
 SG0060.an estimated accuracy of +/- 6 seconds.
 SG0060
 SG0060.The orthometric height was determined by differential leveling
 SG0060.and adjusted by the National Geodetic Survey in June 1991..
 SG0060
 SG0060.The geoid height was determined by GEOID03.
 SG0060
 SG0060.The dynamic height is computed by dividing the NAVD 88
 SG0060.geopotential number by the normal gravity value computed on the
 SG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0060.degrees latitude (g = 980.6199 gals.).
 SG0060
 SG0060.The modeled gravity was interpolated from observed gravity values.
 SG0060
 SG0060;                    North         East    Units  Estimated Accuracy
 SG0060;SPC MI N     -   261,710.    7,880,210.      MT  (+/- 180 meters Scaled)
 SG0060
 SG0060                          SUPERSEDED SURVEY CONTROL
 SG0060
 SG0060  NGVD 29 (??/??/92)  218.262  (m)          716.08   (f) ADJ UNCH    1 2
 SG0060
 SG0060.Superseded values are not recommended for survey control.
 SG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0060.See file dsdata.txt to determine how the superseded data were derived.
 SG0060
 SG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT802205(NAD 83)
 SG0060_MARKER: DD = SURVEY DISK
 SG0060_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0060_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SG0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0060
 SG0060  HISTORY     - Date     Condition        Report By
 SG0060  HISTORY     - UNK      MONUMENTED       MIGS
 SG0060  HISTORY     - 1934     GOOD             NGS
 SG0060  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0060
 SG0060                          STATION DESCRIPTION
 SG0060
 SG0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0060'AT HANCOCK.
 SG0060'AT HANCOCK, HOUGHTON COUNTY, ON RESERVATION STREET, JUST NORTH OF
 SG0060'SCOTT HOTEL, 33 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING,
 SG0060'AND 6 INCHES WEST OF THE WEST EDGE OF THE SIDEWALK.  A STATE SURVEY
 SG0060'STANDARD DISK, SET IN THE TOP OF A 6-INCH IRON PIPE FILLED WITH
 SG0060'CONCRETE.
 SG0060
 SG0060                          STATION RECOVERY (1996)
 SG0060
 SG0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0060'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0061 ***********************************************************************
 SG0061  DESIGNATION -  26 J 1
 SG0061  PID         -  SG0061
 SG0061  STATE/COUNTY-  MI/HOUGHTON
 SG0061  USGS QUAD   -  HANCOCK (1975)
 SG0061
 SG0061                         *CURRENT SURVEY CONTROL
 SG0061  ___________________________________________________________________
 SG0061* NAD 83(1986)-  47 07 35.     (N)    088 35 12.     (W)     SCALED    
 SG0061* NAVD 88     -       274.65   (+/-2cm)     901.1    (feet)  VERTCON   
 SG0061  ___________________________________________________________________
 SG0061  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 SG0061
 SG0061  VERT ORDER  -  ? (See Below)
 SG0061
 SG0061.The horizontal coordinates were scaled from a topographic map and have
 SG0061.an estimated accuracy of +/- 6 seconds.
 SG0061
 SG0061.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0061.The vertical order pertains to the NGVD 29 superseded value.
 SG0061
 SG0061.The geoid height was determined by GEOID03.
 SG0061
 SG0061;                    North         East    Units  Estimated Accuracy
 SG0061;SPC MI N     -   261,630.    7,879,620.      MT  (+/- 180 meters Scaled)
 SG0061
 SG0061                          SUPERSEDED SURVEY CONTROL
 SG0061
 SG0061  NGVD 29 (??/??/92)  274.655  (m)          901.10   (f) ADJ UNCH    ?  
 SG0061
 SG0061.Superseded values are not recommended for survey control.
 SG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0061.See file dsdata.txt to determine how the superseded data were derived.
 SG0061
 SG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT796204(NAD 83)
 SG0061_MARKER: DD = SURVEY DISK
 SG0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0061+STABILITY: SURFACE MOTION
 SG0061
 SG0061  HISTORY     - Date     Condition        Report By
 SG0061  HISTORY     - UNK      MONUMENTED       MIGS
 SG0061  HISTORY     - 1934     GOOD             NGS
 SG0061  HISTORY     - 20041005 MARK NOT FOUND   GEOCAC
 SG0061
 SG0061                          STATION DESCRIPTION
 SG0061
 SG0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0061'AT HANCOCK.
 SG0061'AT HANCOCK, HOUGHTON COUNTY, AT THE UPPER END OF WHITE STREET, AT
 SG0061'THE INTERSECTION OF U.S. HIGHWAY 41 (OAK STREET), AND 61.7 FEET
 SG0061'EAST OF THE CENTERLINE OF WHITE STREET.  A STATE SURVEY STANDARD
 SG0061'DISK, SET IN THE TOP OF A CONCRETE POST.
 SG0061
 SG0061                          STATION RECOVERY (2004)
 SG0061
 SG0061'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 SG0061'THERE HAS BEEN ROAD CONSTRUCTION ALONG WHITE STREET AND US-41.  MARK
 SG0061'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0223 ***********************************************************************
 SG0223  DESIGNATION -  26 J MIGS 1934
 SG0223  PID         -  SG0223
 SG0223  STATE/COUNTY-  MI/HOUGHTON
 SG0223  USGS QUAD   -  CHASSELL (1975)
 SG0223
 SG0223                         *CURRENT SURVEY CONTROL
 SG0223  ___________________________________________________________________
 SG0223* NAD 83(1994)-  47 05 41.89610(N)    088 30 51.99854(W)     ADJUSTED  
 SG0223* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 SG0223  ___________________________________________________________________
 SG0223  LAPLACE CORR-         -17.75  (seconds)                    DEFLEC99
 SG0223  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 SG0223
 SG0223  HORZ ORDER  -  THIRD
 SG0223
 SG0223.The horizontal coordinates were established by classical geodetic methods
 SG0223.and adjusted by the National Geodetic Survey in February 1997..
 SG0223
 SG0223.The orthometric height was scaled from a topographic map.
 SG0223
 SG0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0223
 SG0223.The geoid height was determined by GEOID03.
 SG0223
 SG0223;                    North         East     Units Scale Factor Converg.
 SG0223;SPC MI N     -   258,034.082 7,885,028.370   MT  1.00000286   -1 05 40.6
 SG0223;SPC MI N     -   846,568.51 25,869,515.65   iFT  1.00000286   -1 05 40.6
 SG0223;UTM  16      - 5,216,830.716   385,068.656   MT  0.99976234   -1 06 33.9
 SG0223
 SG0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0223!SPC MI N     -   0.99997527  x   1.00000286  =   0.99997813
 SG0223!UTM  16      -   0.99997527  x   0.99976234  =   0.99973762
 SG0223
 SG0223:                Primary Azimuth Mark                     Grid Az
 SG0223:SPC MI N     -  26 I                                     033 45 57.2
 SG0223:UTM  16      -  26 I                                     033 46 50.5
 SG0223
 SG0223|---------------------------------------------------------------------|
 SG0223| PID    Reference Object                     Distance      Geod. Az  |
 SG0223|                                                           dddmmss.s |
 SG0223| SG0168 26 I                                APPROX. 2.2 KM 0324016.6 |
 SG0223|---------------------------------------------------------------------|
 SG0223
 SG0223                          SUPERSEDED SURVEY CONTROL
 SG0223
 SG0223  NAD 83(1986)-  47 05 41.89140(N)    088 30 51.97538(W) AD(       ) 3
 SG0223  NAD 27      -  47 05 42.14700(N)    088 30 51.54300(W) AD(       ) 3
 SG0223
 SG0223.Superseded values are not recommended for survey control.
 SG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0223.See file dsdata.txt to determine how the superseded data were derived.
 SG0223
 SG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8506916831(NAD 83)
 SG0223_MARKER: DD = SURVEY DISK
 SG0223_SETTING: 0 = UNSPECIFIED SETTING
 SG0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0223
 SG0223  HISTORY     - Date     Condition        Report By
 SG0223  HISTORY     - 1934     MONUMENTED       MIGS
 SG0223
 SG0223                          STATION DESCRIPTION
 SG0223
 SG0223'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0223'NEAR HOUGHTON, 2.2 MILES SOUTHEAST OF HUBBEL HALL, M.C.M. AND T.
 SG0223'ALONG U.S. HIGHWAY 41, IN SEC. 8, T. 54 N., R. 33 W., 139 FEET
 SG0223'SOUTH OF 40 LINE BETWEEN BENNISONS FARM AND PORTAGE LAKE GOLF
 SG0223'CLUB, 16 FEET EAST OF CENTER LINE OF DULUTH, SOUTH SHORE AND
 SG0223'ATLANTIC RAILWAY.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0223'STANDARD DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED
 SG0223'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0062 ***********************************************************************
 SG0062  DESIGNATION -  26 K 1
 SG0062  PID         -  SG0062
 SG0062  STATE/COUNTY-  MI/HOUGHTON
 SG0062  USGS QUAD   -  HANCOCK (1975)
 SG0062
 SG0062                         *CURRENT SURVEY CONTROL
 SG0062  ___________________________________________________________________
 SG0062* NAD 83(1986)-  47 08 19.     (N)    088 34 27.     (W)     SCALED    
 SG0062* NAVD 88     -       329.92   (+/-2cm)    1082.4    (feet)  VERTCON   
 SG0062  ___________________________________________________________________
 SG0062  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 SG0062
 SG0062  VERT ORDER  -  ? (See Below)
 SG0062
 SG0062.The horizontal coordinates were scaled from a topographic map and have
 SG0062.an estimated accuracy of +/- 6 seconds.
 SG0062
 SG0062.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0062.The vertical order pertains to the NGVD 29 superseded value.
 SG0062
 SG0062.The geoid height was determined by GEOID03.
 SG0062
 SG0062;                    North         East    Units  Estimated Accuracy
 SG0062;SPC MI N     -   262,970.    7,880,590.      MT  (+/- 180 meters Scaled)
 SG0062
 SG0062                          SUPERSEDED SURVEY CONTROL
 SG0062
 SG0062  NGVD 29 (??/??/92)  329.924  (m)         1082.43   (f) ADJ UNCH    ?  
 SG0062
 SG0062.Superseded values are not recommended for survey control.
 SG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0062.See file dsdata.txt to determine how the superseded data were derived.
 SG0062
 SG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT806217(NAD 83)
 SG0062_MARKER: DD = SURVEY DISK
 SG0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0062+STABILITY: SURFACE MOTION
 SG0062
 SG0062  HISTORY     - Date     Condition        Report By
 SG0062  HISTORY     - UNK      MONUMENTED       MIGS
 SG0062  HISTORY     - 1934     GOOD             NGS
 SG0062  HISTORY     - 20010508 MARK NOT FOUND   MIDT
 SG0062
 SG0062                          STATION DESCRIPTION
 SG0062
 SG0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0062'1.5 MI NE FROM HANCOCK.
 SG0062'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM A SHARP BEND IN THE
 SG0062'WEST PART OF HANCOCK, HOUGHTON COUNTY, IN QUINCY LOCATION, IN THE
 SG0062'YARD OF THE QUINCY MINING CO. PROPERTY, AND 26 FEET SOUTH OF THE
 SG0062'SOUTH WALL OF THE OFFICE BUILDING (MEASURED FROM A POINT ON THE
 SG0062'WALL 18 FEET WEST OF THE SOUTHEAST CORNER).  A STATE SURVEY STANDARD
 SG0062'DISK, SET IN THE TOP OF A CONCRETE POST.
 SG0062
 SG0062                          STATION RECOVERY (2001)
 SG0062
 SG0062'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0062'FOUND PARTS OF BROKEN CONCRETE POST, NO SURVEY DISK WAS RECOVERED.
 SG0062'LOCAL INFORMATION INDICATES SNOW HAS BEEN PUSHED IN THIS AREA FOR
 SG0062'YEARS. --NOTE--'26 E 1'(SG0023) IS SET NEARBY IN THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0208 ***********************************************************************
 SG0208  DESIGNATION -  26 K MIGS 1934
 SG0208  PID         -  SG0208
 SG0208  STATE/COUNTY-  MI/HOUGHTON
 SG0208  USGS QUAD   -  CHASSELL (1975)
 SG0208
 SG0208                         *CURRENT SURVEY CONTROL
 SG0208  ___________________________________________________________________
 SG0208* NAD 83(1994)-  47 04 34.09729(N)    088 31 03.58075(W)     ADJUSTED  
 SG0208* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 SG0208  ___________________________________________________________________
 SG0208  LAPLACE CORR-         -17.83  (seconds)                    DEFLEC99
 SG0208  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 SG0208
 SG0208  HORZ ORDER  -  THIRD
 SG0208
 SG0208.The horizontal coordinates were established by classical geodetic methods
 SG0208.and adjusted by the National Geodetic Survey in February 1997..
 SG0208
 SG0208.The orthometric height was scaled from a topographic map.
 SG0208
 SG0208.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0208
 SG0208.The geoid height was determined by GEOID03.
 SG0208
 SG0208;                    North         East     Units Scale Factor Converg.
 SG0208;SPC MI N     -   255,945.423 7,884,744.072   MT  0.99999825   -1 05 49.0
 SG0208;SPC MI N     -   839,715.95 25,868,582.91   iFT  0.99999825   -1 05 49.0
 SG0208;UTM  16      - 5,214,742.627   384,783.892   MT  0.99976315   -1 06 41.2
 SG0208
 SG0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0208!SPC MI N     -   0.99997544  x   0.99999825  =   0.99997369
 SG0208!UTM  16      -   0.99997544  x   0.99976315  =   0.99973859
 SG0208
 SG0208:                Primary Azimuth Mark                     Grid Az
 SG0208:SPC MI N     -  26 J MIGS 1934                           007 45 04.2
 SG0208:UTM  16      -  26 J MIGS 1934                           007 45 56.4
 SG0208
 SG0208|---------------------------------------------------------------------|
 SG0208| PID    Reference Object                     Distance      Geod. Az  |
 SG0208|                                                           dddmmss.s |
 SG0208| SG0223 26 J MIGS 1934                      APPROX. 2.1 KM 0063915.2 |
 SG0208|---------------------------------------------------------------------|
 SG0208
 SG0208                          SUPERSEDED SURVEY CONTROL
 SG0208
 SG0208  NAD 83(1986)-  47 04 34.25403(N)    088 31 03.53062(W) AD(       ) 3
 SG0208  NAD 27      -  47 04 33.76700(N)    088 31 03.20900(W) AD(       ) 3
 SG0208
 SG0208.Superseded values are not recommended for survey control.
 SG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0208.See file dsdata.txt to determine how the superseded data were derived.
 SG0208
 SG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8478414743(NAD 83)
 SG0208_MARKER: DD = SURVEY DISK
 SG0208_SETTING: 0 = UNSPECIFIED SETTING
 SG0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0208
 SG0208  HISTORY     - Date     Condition        Report By
 SG0208  HISTORY     - 1934     MONUMENTED       MIGS
 SG0208
 SG0208                          STATION DESCRIPTION
 SG0208
 SG0208'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0208'NEAR HOUGHTON, 3.6 MILES FROM HUBBELL HALL M.C.M. AND T., ALONG
 SG0208'U.S. HIGHWAY 41, IN SEC. 17, T. 54 N., R. 33 W., 22 FEET WEST
 SG0208'OF CENTER LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY,
 SG0208'3 FEET NORTH OF TELEGRAPH POLE.  FOLLOWING BEARING IS FROM
 SG0208'STATION--BALL ON WATER TANK OF ATLAS POWDER COMPANY, N. 63 DEG
 SG0208'31 MIN E.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0208'DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR THIS
 SG0208'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0221 ***********************************************************************
 SG0221  DESIGNATION -  26 L MIGS 1934
 SG0221  PID         -  SG0221
 SG0221  STATE/COUNTY-  MI/HOUGHTON
 SG0221  USGS QUAD   -  CHASSELL (1975)
 SG0221
 SG0221                         *CURRENT SURVEY CONTROL
 SG0221  ___________________________________________________________________
 SG0221* NAD 83(1994)-  47 04 06.32819(N)    088 31 07.79171(W)     ADJUSTED  
 SG0221* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 SG0221  ___________________________________________________________________
 SG0221  LAPLACE CORR-         -17.67  (seconds)                    DEFLEC99
 SG0221  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 SG0221
 SG0221  HORZ ORDER  -  THIRD
 SG0221
 SG0221.The horizontal coordinates were established by classical geodetic methods
 SG0221.and adjusted by the National Geodetic Survey in February 1997..
 SG0221
 SG0221.The orthometric height was scaled from a topographic map.
 SG0221
 SG0221.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0221
 SG0221.The geoid height was determined by GEOID03.
 SG0221
 SG0221;                    North         East     Units Scale Factor Converg.
 SG0221;SPC MI N     -   255,089.742 7,884,638.822   MT  0.99999639   -1 05 52.1
 SG0221;SPC MI N     -   836,908.60 25,868,237.60   iFT  0.99999639   -1 05 52.1
 SG0221;UTM  16      - 5,213,887.172   384,678.451   MT  0.99976345   -1 06 43.8
 SG0221
 SG0221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0221!SPC MI N     -   0.99997622  x   0.99999639  =   0.99997261
 SG0221!UTM  16      -   0.99997622  x   0.99976345  =   0.99973968
 SG0221
 SG0221:                Primary Azimuth Mark                     Grid Az
 SG0221:SPC MI N     -  26 K MIGS 1934                           007 00 44.1
 SG0221:UTM  16      -  26 K MIGS 1934                           007 01 35.8
 SG0221
 SG0221|---------------------------------------------------------------------|
 SG0221| PID    Reference Object                     Distance      Geod. Az  |
 SG0221|                                                           dddmmss.s |
 SG0221| SG0208 26 K MIGS 1934                      APPROX. 0.9 KM 0055452.0 |
 SG0221|---------------------------------------------------------------------|
 SG0221
 SG0221                          SUPERSEDED SURVEY CONTROL
 SG0221
 SG0221  NAD 83(1986)-  47 04 06.32313(N)    088 31 07.76636(W) AD(       ) 3
 SG0221  NAD 27      -  47 04 06.58400(N)    088 31 07.32500(W) AD(       ) 3
 SG0221
 SG0221.Superseded values are not recommended for survey control.
 SG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0221.See file dsdata.txt to determine how the superseded data were derived.
 SG0221
 SG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8467813887(NAD 83)
 SG0221_MARKER: DD = SURVEY DISK
 SG0221_SETTING: 0 = UNSPECIFIED SETTING
 SG0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0221
 SG0221  HISTORY     - Date     Condition        Report By
 SG0221  HISTORY     - 1934     MONUMENTED       MIGS
 SG0221
 SG0221                          STATION DESCRIPTION
 SG0221
 SG0221'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0221'NEAR HOUGHTON, IN SEC. 20, T. 54 N., R. 33 W., 4.1 MILES FROM
 SG0221'HUBBELL HALL M.C.M. AND T., SOUTH ALONG U.S. HIGHWAY 41.  75
 SG0221'FEET SOUTH OF SECTION LINE AND 40 FEET WEST OF CENTER LINE
 SG0221'OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY.  STATION IS U.S.C.
 SG0221'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0221'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0219 ***********************************************************************
 SG0219  DESIGNATION -  26 M MIGS 1934
 SG0219  PID         -  SG0219
 SG0219  STATE/COUNTY-  MI/HOUGHTON
 SG0219  USGS QUAD   -  CHASSELL (1975)
 SG0219
 SG0219                         *CURRENT SURVEY CONTROL
 SG0219  ___________________________________________________________________
 SG0219* NAD 83(1994)-  47 03 39.24522(N)    088 31 06.76506(W)     ADJUSTED  
 SG0219* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 SG0219  ___________________________________________________________________
 SG0219  LAPLACE CORR-         -17.56  (seconds)                    DEFLEC99
 SG0219  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 SG0219
 SG0219  HORZ ORDER  -  THIRD
 SG0219
 SG0219.The horizontal coordinates were established by classical geodetic methods
 SG0219.and adjusted by the National Geodetic Survey in February 1997..
 SG0219
 SG0219.The orthometric height was scaled from a topographic map.
 SG0219
 SG0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0219
 SG0219.The geoid height was determined by GEOID03.
 SG0219
 SG0219;                    North         East     Units Scale Factor Converg.
 SG0219;SPC MI N     -   254,253.131 7,884,644.459   MT  0.99999460   -1 05 51.3
 SG0219;SPC MI N     -   834,163.82 25,868,256.10   iFT  0.99999460   -1 05 51.3
 SG0219;UTM  16      - 5,213,050.754   384,683.878   MT  0.99976343   -1 06 42.5
 SG0219
 SG0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0219!SPC MI N     -   0.99997622  x   0.99999460  =   0.99997082
 SG0219!UTM  16      -   0.99997622  x   0.99976343  =   0.99973966
 SG0219
 SG0219:                Primary Azimuth Mark                     Grid Az
 SG0219:SPC MI N     -  26 N MIGS 1934                           176 09 58.4
 SG0219:UTM  16      -  26 N MIGS 1934                           176 10 49.6
 SG0219
 SG0219|---------------------------------------------------------------------|
 SG0219| PID    Reference Object                     Distance      Geod. Az  |
 SG0219|                                                           dddmmss.s |
 SG0219| SG0210 26 N MIGS 1934                      APPROX. 0.6 KM 1750407.1 |
 SG0219| SG0221 26 L MIGS 1934                      APPROX. 0.8 KM 3583058.8 |
 SG0219|---------------------------------------------------------------------|
 SG0219
 SG0219                          SUPERSEDED SURVEY CONTROL
 SG0219
 SG0219  NAD 83(1986)-  47 03 39.24017(N)    088 31 06.73994(W) AD(       ) 3
 SG0219  NAD 27      -  47 03 39.49800(N)    088 31 06.29200(W) AD(       ) 3
 SG0219
 SG0219.Superseded values are not recommended for survey control.
 SG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0219.See file dsdata.txt to determine how the superseded data were derived.
 SG0219
 SG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8468413051(NAD 83)
 SG0219_MARKER: DD = SURVEY DISK
 SG0219_SETTING: 0 = UNSPECIFIED SETTING
 SG0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0219
 SG0219  HISTORY     - Date     Condition        Report By
 SG0219  HISTORY     - 1934     MONUMENTED       MIGS
 SG0219
 SG0219                          STATION DESCRIPTION
 SG0219
 SG0219'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0219'NEAR HOUGHTON, IN SEC. 20, T. 54 N., R. 33 W., 4.7 MILES FROM
 SG0219'HUBBELL HALL M.C.M. AND T., SOUTH ALONG U.S. HIGHWAY 41.  44
 SG0219'FEET WEST OF CENTER LINE OF DULUTH, SOUTH SHORE AND ATLANTIC
 SG0219'RAILWAY, 24 FEET NORTH OF TELEGRAPH POLE NO. 1665.  STATION
 SG0219'IS U.S.C. AND G.S. STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0219'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0210 ***********************************************************************
 SG0210  DESIGNATION -  26 N MIGS 1934
 SG0210  PID         -  SG0210
 SG0210  STATE/COUNTY-  MI/HOUGHTON
 SG0210  USGS QUAD   -  CHASSELL (1975)
 SG0210
 SG0210                         *CURRENT SURVEY CONTROL
 SG0210  ___________________________________________________________________
 SG0210* NAD 83(1994)-  47 03 20.27124(N)    088 31 04.36959(W)     ADJUSTED  
 SG0210* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 SG0210  ___________________________________________________________________
 SG0210  LAPLACE CORR-         -17.54  (seconds)                    DEFLEC99
 SG0210  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 SG0210
 SG0210  HORZ ORDER  -  THIRD
 SG0210
 SG0210.The horizontal coordinates were established by classical geodetic methods
 SG0210.and adjusted by the National Geodetic Survey in February 1997..
 SG0210
 SG0210.The orthometric height was scaled from a topographic map.
 SG0210
 SG0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0210
 SG0210.The geoid height was determined by GEOID03.
 SG0210
 SG0210;                    North         East     Units Scale Factor Converg.
 SG0210;SPC MI N     -   253,666.336 7,884,683.782   MT  0.99999335   -1 05 49.6
 SG0210;SPC MI N     -   832,238.64 25,868,385.11   iFT  0.99999335   -1 05 49.6
 SG0210;UTM  16      - 5,212,464.085   384,723.046   MT  0.99976332   -1 06 40.4
 SG0210
 SG0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0210!SPC MI N     -   0.99997591  x   0.99999335  =   0.99996926
 SG0210!UTM  16      -   0.99997591  x   0.99976332  =   0.99973924
 SG0210
 SG0210:                Primary Azimuth Mark                     Grid Az
 SG0210:SPC MI N     -  26 M MIGS 1934                           356 09 58.4
 SG0210:UTM  16      -  26 M MIGS 1934                           356 10 49.2
 SG0210
 SG0210|---------------------------------------------------------------------|
 SG0210| PID    Reference Object                     Distance      Geod. Az  |
 SG0210|                                                           dddmmss.s |
 SG0210| SG0219 26 M MIGS 1934                      APPROX. 0.6 KM 3550408.8 |
 SG0210|---------------------------------------------------------------------|
 SG0210
 SG0210                          SUPERSEDED SURVEY CONTROL
 SG0210
 SG0210  NAD 83(1986)-  47 03 20.26619(N)    088 31 04.34463(W) AD(       ) 3
 SG0210  NAD 27      -  47 03 20.52300(N)    088 31 03.89200(W) AD(       ) 3
 SG0210
 SG0210.Superseded values are not recommended for survey control.
 SG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0210.See file dsdata.txt to determine how the superseded data were derived.
 SG0210
 SG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8472312464(NAD 83)
 SG0210_MARKER: DD = SURVEY DISK
 SG0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0210+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2003
 SG0210
 SG0210  HISTORY     - Date     Condition        Report By
 SG0210  HISTORY     - 1934     MONUMENTED       MIGS
 SG0210  HISTORY     - 1981     GOOD             NOS
 SG0210  HISTORY     - 20031119 GOOD             GEOCAC
 SG0210
 SG0210                          STATION DESCRIPTION
 SG0210
 SG0210'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0210'NEAR HOUGHTON, 4.7 MILES FROM HUBBELL HALL M.C.M. AND T., IN
 SG0210'SEC. 20, T. 54 N., R. 33 W., SOUTH ALONG U.S. HIGHWAY 41, 23
 SG0210'FEET EAST OF CENTER LINE OF DULUTH, SOUTH SHORE AND ATLANTIC
 SG0210'RAILWAY, 10 FEET FROM BANK OF PORTAGE LAKE.  STATION IS U.S.C.
 SG0210'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0210'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0210
 SG0210                          STATION RECOVERY (1981)
 SG0210
 SG0210'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0210'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 SG0210'ADDITIONS, THE STATION IS 44 METERS(144 FEET) EAST FROM THE CENTER
 SG0210'LINE OF HIGHWAY US 41, 29.5 METERS (96.8 FEET) NORTHEAST OF
 SG0210'THE EAST CORNER OF THE CHASSELL SPORTSMEN CLUB SIGN, 26.8 METERS
 SG0210'(88.1 FEET) SOUTH FROM RAILROAD MARKER MILE D42.49,
 SG0210'15.2 METERS (49.7 FEET) SOUTH FROM THE WEST GABLE OF A SMALL
 SG0210'SHORE STORAGE BUILDING, AND 7.3 METERS (24 FEET) EAST FROM THE
 SG0210'RAILROAD TRACK.
 SG0210'
 SG0210'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 SG0210
 SG0210                          STATION RECOVERY (2003)
 SG0210
 SG0210'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0210'STATION IS LOCATED 2.2 MILE NORTH ALONG US-41 FROM THE POST OFFICE IN
 SG0210'CHASSELL, ON SHORE OF PORTAGE LAKE BETWEEN THE OLD GRADE AND THE TOP
 SG0210'OF BANK.
 SG0210'THE RR HAS BEEN DISMANTLED, R.O.W. IS CURRENTLY OWNED BY AMERITECH AS
 SG0210'A FIBER OPTIC CABLE ROUTE. ACCESS WILL REQUIRE CROSSING VACANT PRIVATE
 SG0210'PROPERTY.
 SG0210' 
 SG0210'THE STATION IS 144 FEET EAST FROM THE CENTER-LINE OF US-41, 50 FEET
 SG0210'SOUTH FROM THE WEST GABLE END OF A SMALL SHORE BOAT STORAGE BUILDING,
 SG0210'24 FEET EAST FROM THE OLD RAILROAD GRADE, ABOUT 6 FEET WEST OF TOP OF
 SG0210'BANK, 1 FOOT NORTH OF A METAL WITNESS POST.
 SG0210'A USCGS AND STATE SURVEY DISK IN A PRE-FABRICATED 8-INCH SQUARE
 SG0210'TAPERED CONCRETE POST (5 FT IN LENGTH W/12-INCH SQ BASE TYPICAL)
 SG0210'PROJECTING 2-INCHES ABOVE LEVEL WITH THE GROUND.
 SG0210' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0222 ***********************************************************************
 SG0222  DESIGNATION -  26 O MIGS 1934
 SG0222  PID         -  SG0222
 SG0222  STATE/COUNTY-  MI/HOUGHTON
 SG0222  USGS QUAD   -  CHASSELL (1975)
 SG0222
 SG0222                         *CURRENT SURVEY CONTROL
 SG0222  ___________________________________________________________________
 SG0222* NAD 83(1994)-  47 02 49.90473(N)    088 31 05.76525(W)     ADJUSTED  
 SG0222* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 SG0222  ___________________________________________________________________
 SG0222  LAPLACE CORR-         -17.42  (seconds)                    DEFLEC99
 SG0222  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 SG0222
 SG0222  HORZ ORDER  -  THIRD
 SG0222
 SG0222.The horizontal coordinates were established by classical geodetic methods
 SG0222.and adjusted by the National Geodetic Survey in February 1997..
 SG0222
 SG0222.The orthometric height was scaled from a topographic map.
 SG0222
 SG0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0222
 SG0222.The geoid height was determined by GEOID03.
 SG0222
 SG0222;                    North         East     Units Scale Factor Converg.
 SG0222;SPC MI N     -   252,729.329 7,884,636.373   MT  0.99999138   -1 05 50.6
 SG0222;SPC MI N     -   829,164.47 25,868,229.57   iFT  0.99999138   -1 05 50.6
 SG0222;UTM  16      - 5,211,527.304   384,675.418   MT  0.99976346   -1 06 40.9
 SG0222
 SG0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0222!SPC MI N     -   0.99997576  x   0.99999138  =   0.99996714
 SG0222!UTM  16      -   0.99997576  x   0.99976346  =   0.99973922
 SG0222
 SG0222:                Primary Azimuth Mark                     Grid Az
 SG0222:SPC MI N     -  26 N MIGS 1934                           002 53 47.3
 SG0222:UTM  16      -  26 N MIGS 1934                           002 54 37.6
 SG0222
 SG0222|---------------------------------------------------------------------|
 SG0222| PID    Reference Object                     Distance      Geod. Az  |
 SG0222|                                                           dddmmss.s |
 SG0222| SG0210 26 N MIGS 1934                      APPROX. 0.9 KM 0014756.7 |
 SG0222|---------------------------------------------------------------------|
 SG0222
 SG0222                          SUPERSEDED SURVEY CONTROL
 SG0222
 SG0222  NAD 83(1986)-  47 02 49.89964(N)    088 31 05.74054(W) AD(       ) 3
 SG0222  NAD 27      -  47 02 50.15300(N)    088 31 05.28200(W) AD(       ) 3
 SG0222
 SG0222.Superseded values are not recommended for survey control.
 SG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0222.See file dsdata.txt to determine how the superseded data were derived.
 SG0222
 SG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8467511527(NAD 83)
 SG0222_MARKER: DD = SURVEY DISK
 SG0222_SETTING: 0 = UNSPECIFIED SETTING
 SG0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0222
 SG0222  HISTORY     - Date     Condition        Report By
 SG0222  HISTORY     - 1934     MONUMENTED       MIGS
 SG0222
 SG0222                          STATION DESCRIPTION
 SG0222
 SG0222'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0222'NEAR CHASSELL, 5.6 MILES SOUTH FROM HUBBELL HALL M.C.M. AND T.,
 SG0222'IN SEC. 29, T. 54 N., R. 33 W., ALONG U.S. HIGHWAY 41, 65 FEET
 SG0222'NORTH FROM CENTER LINE OF SEC., 15 FEET EAST OF CENTER LINE
 SG0222'OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY.  STATION IS U.S.C.
 SG0222'AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO
 SG0222'ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0211 ***********************************************************************
 SG0211  DESIGNATION -  26 P MIGS 1934
 SG0211  PID         -  SG0211
 SG0211  STATE/COUNTY-  MI/HOUGHTON
 SG0211  USGS QUAD   -  CHASSELL (1975)
 SG0211
 SG0211                         *CURRENT SURVEY CONTROL
 SG0211  ___________________________________________________________________
 SG0211* NAD 83(1994)-  47 02 13.91830(N)    088 31 14.95248(W)     ADJUSTED  
 SG0211* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 SG0211  ___________________________________________________________________
 SG0211  LAPLACE CORR-         -17.25  (seconds)                    DEFLEC99
 SG0211  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 SG0211
 SG0211  HORZ ORDER  -  THIRD
 SG0211
 SG0211.The horizontal coordinates were established by classical geodetic methods
 SG0211.and adjusted by the National Geodetic Survey in February 1997..
 SG0211
 SG0211.The orthometric height was scaled from a topographic map.
 SG0211
 SG0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0211
 SG0211.The geoid height was determined by GEOID03.
 SG0211
 SG0211;                    North         East     Units Scale Factor Converg.
 SG0211;SPC MI N     -   251,621.964 7,884,421.166   MT  0.99998906   -1 05 57.2
 SG0211;SPC MI N     -   825,531.38 25,867,523.51   iFT  0.99998906   -1 05 57.2
 SG0211;UTM  16      - 5,210,420.242   384,459.992   MT  0.99976407   -1 06 47.0
 SG0211
 SG0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0211!SPC MI N     -   0.99997623  x   0.99998906  =   0.99996529
 SG0211!UTM  16      -   0.99997623  x   0.99976407  =   0.99974030
 SG0211
 SG0211:                Primary Azimuth Mark                     Grid Az
 SG0211:SPC MI N     -  26 O MIGS 1934                           010 59 52.1
 SG0211:UTM  16      -  26 O MIGS 1934                           011 00 41.9
 SG0211
 SG0211|---------------------------------------------------------------------|
 SG0211| PID    Reference Object                     Distance      Geod. Az  |
 SG0211|                                                           dddmmss.s |
 SG0211| SG0222 26 O MIGS 1934                      APPROX. 1.1 KM 0095354.9 |
 SG0211|---------------------------------------------------------------------|
 SG0211
 SG0211                          SUPERSEDED SURVEY CONTROL
 SG0211
 SG0211  NAD 83(1986)-  47 02 13.91320(N)    088 31 14.92805(W) AD(       ) 3
 SG0211  NAD 27      -  47 02 14.16200(N)    088 31 14.46400(W) AD(       ) 3
 SG0211
 SG0211.Superseded values are not recommended for survey control.
 SG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0211.See file dsdata.txt to determine how the superseded data were derived.
 SG0211
 SG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8446010420(NAD 83)
 SG0211_MARKER: DD = SURVEY DISK
 SG0211_SETTING: 0 = UNSPECIFIED SETTING
 SG0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0211
 SG0211  HISTORY     - Date     Condition        Report By
 SG0211  HISTORY     - 1934     MONUMENTED       MIGS
 SG0211  HISTORY     - 20031120 MARK NOT FOUND   GEOCAC
 SG0211
 SG0211                          STATION DESCRIPTION
 SG0211
 SG0211'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0211'AT CHASSELL, 6.4 MILES FROM HUBBELL HALL M.C.M. AND T., IN
 SG0211'SEC. 32, T. 54 N., R. 33 W., SOUTH ALONG U.S. HIGHWAY 41, 34
 SG0211'FEET SOUTH OF TELEGRAPH POLE NO. 1601, 31 FEET WEST OF CENTER
 SG0211'LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY TRACKS.  STATION
 SG0211'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0211'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0211
 SG0211                          STATION RECOVERY (2003)
 SG0211
 SG0211'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0211'THE RAILROAD HAS BEEN DISMANTLED AND THE GRADE IS NOW A BIKE/FOOT
 SG0211'PATH. AMERITECH IS THE CURRENT OWNER (UNDERGROUND TLEPHONE CABLE
 SG0211'CORRIDOR). FOUND A PORTION OF OLD CONCRETE POST IN NEARBY DITCH THAT
 SG0211'MAY BE REMAINS OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0224 ***********************************************************************
 SG0224  DESIGNATION -  26 Q MIGS 1934
 SG0224  PID         -  SG0224
 SG0224  STATE/COUNTY-  MI/HOUGHTON
 SG0224  USGS QUAD   -  CHASSELL (1975)
 SG0224
 SG0224                         *CURRENT SURVEY CONTROL
 SG0224  ___________________________________________________________________
 SG0224* NAD 83(1994)-  47 01 06.91157(N)    088 31 02.76576(W)     ADJUSTED  
 SG0224* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 SG0224  ___________________________________________________________________
 SG0224  LAPLACE CORR-         -16.39  (seconds)                    DEFLEC99
 SG0224  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 SG0224
 SG0224  HORZ ORDER  -  THIRD
 SG0224
 SG0224.The horizontal coordinates were established by classical geodetic methods
 SG0224.and adjusted by the National Geodetic Survey in February 1997..
 SG0224
 SG0224.The orthometric height was scaled from a topographic map.
 SG0224
 SG0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0224
 SG0224.The geoid height was determined by GEOID03.
 SG0224
 SG0224;                    North         East     Units Scale Factor Converg.
 SG0224;SPC MI N     -   249,548.209 7,884,638.795   MT  0.99998484   -1 05 48.4
 SG0224;SPC MI N     -   818,727.72 25,868,237.52   iFT  0.99998484   -1 05 48.4
 SG0224;UTM  16      - 5,208,346.898   384,677.079   MT  0.99976345   -1 06 36.9
 SG0224
 SG0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0224!SPC MI N     -   0.99997577  x   0.99998484  =   0.99996061
 SG0224!UTM  16      -   0.99997577  x   0.99976345  =   0.99973922
 SG0224
 SG0224:                Primary Azimuth Mark                     Grid Az
 SG0224:SPC MI N     -  26 P MIGS 1934                           354 00 32.7
 SG0224:UTM  16      -  26 P MIGS 1934                           354 01 21.2
 SG0224
 SG0224|---------------------------------------------------------------------|
 SG0224| PID    Reference Object                     Distance      Geod. Az  |
 SG0224|                                                           dddmmss.s |
 SG0224| SG0211 26 P MIGS 1934                      APPROX. 2.1 KM 3525444.3 |
 SG0224|---------------------------------------------------------------------|
 SG0224
 SG0224                          SUPERSEDED SURVEY CONTROL
 SG0224
 SG0224  NAD 83(1986)-  47 01 06.90644(N)    088 31 02.74181(W) AD(       ) 3
 SG0224  NAD 27      -  47 01 07.15000(N)    088 31 02.27100(W) AD(       ) 3
 SG0224
 SG0224.Superseded values are not recommended for survey control.
 SG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0224.See file dsdata.txt to determine how the superseded data were derived.
 SG0224
 SG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8467708347(NAD 83)
 SG0224_MARKER: DD = SURVEY DISK
 SG0224_SETTING: 0 = UNSPECIFIED SETTING
 SG0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0224+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 SG0224
 SG0224  HISTORY     - Date     Condition        Report By
 SG0224  HISTORY     - 1934     MONUMENTED       MIGS
 SG0224  HISTORY     - 20031120 GOOD             GEOCAC
 SG0224
 SG0224                          STATION DESCRIPTION
 SG0224
 SG0224'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0224'AT CHASSELL, 8.3 MILES SOUTH OF HUBBELL HALL M.C.M. AND T.,
 SG0224'ALONG U.S. HIGHWAY 41, IN SEC. 5, T. 53 N., R. 33 W., NEAR
 SG0224'STANDARD OIL COMPANY SUPPLY TANKS, 54 FEET EAST OF TELEGRAPH
 SG0224'POLE NO. 1533, 44 FEET NORTH OF DULUTH, SOUTH SHORE AND ATLANTIC
 SG0224'RAILWAY.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0224'DISK IN CONCRETE.  NO ELEVATION HAS BEEN DETERMINED FOR THIS
 SG0224'STATION.
 SG0224
 SG0224                          STATION RECOVERY (2003)
 SG0224
 SG0224'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0224'CHASSELL, 0.8 MILES SOUTH ALONG US-41 FROM THE POST OFFICE TO THE MARK
 SG0224'ON THE LEFT (IN DENSE WOODS).
 SG0224'IT IS 158 FT SE ALONG THE OLD RAILROAD GRADE FROM THE EAST END OF A
 SG0224'WOOD FRAME/METAL SIDING STORAGE BUILDING FOR JARVI'S ACE HOME CENTER,
 SG0224'40 FT NE OF THE C/L OF THE OLD RR GRADE, 4.5 FT SOUTH OF A PLSS
 SG0224'PROPERTY CORNER 1-INCH IRON PIPE PROJECTING 1 FT ABOVE GROUND WITH
 SG0224'BRUSHED LINE GOING NORTH, 1 FT NW OF A METAL WITNESS POST, AT THE EAST
 SG0224'SIDE OF A 12-INCH BALSAM TREE.
 SG0224'A USCGS AND STATE SURVEY DISK IN 8-INCH SQUARE PRE-FORMED CONCRETE
 SG0224'POST PROJECTING 0.5 FT ABOVE LEVEL WITH THE GROUND.
 SG0224' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0207 ***********************************************************************
 SG0207  DESIGNATION -  26 R MIGS 1934
 SG0207  PID         -  SG0207
 SG0207  STATE/COUNTY-  MI/HOUGHTON
 SG0207  USGS QUAD   -  CHASSELL (1975)
 SG0207
 SG0207                         *CURRENT SURVEY CONTROL
 SG0207  ___________________________________________________________________
 SG0207* NAD 83(1994)-  47 01 01.36432(N)    088 30 36.29702(W)     ADJUSTED  
 SG0207* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 SG0207  ___________________________________________________________________
 SG0207  LAPLACE CORR-         -15.96  (seconds)                    DEFLEC99
 SG0207  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 SG0207
 SG0207  HORZ ORDER  -  THIRD
 SG0207
 SG0207.The horizontal coordinates were established by classical geodetic methods
 SG0207.and adjusted by the National Geodetic Survey in February 1997..
 SG0207
 SG0207.The orthometric height was scaled from a topographic map.
 SG0207
 SG0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0207
 SG0207.The geoid height was determined by GEOID03.
 SG0207
 SG0207;                    North         East     Units Scale Factor Converg.
 SG0207;SPC MI N     -   249,366.265 7,885,194.424   MT  0.99998449   -1 05 29.3
 SG0207;SPC MI N     -   818,130.79 25,870,060.45   iFT  0.99998449   -1 05 29.3
 SG0207;UTM  16      - 5,208,164.864   385,232.542   MT  0.99976188   -1 06 17.4
 SG0207
 SG0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0207!SPC MI N     -   0.99997577  x   0.99998449  =   0.99996026
 SG0207!UTM  16      -   0.99997577  x   0.99976188  =   0.99973766
 SG0207
 SG0207:                Primary Azimuth Mark                     Grid Az
 SG0207:SPC MI N     -  26 S MIGS 1934                           160 18 33.2
 SG0207:UTM  16      -  26 S MIGS 1934                           160 19 21.3
 SG0207
 SG0207|---------------------------------------------------------------------|
 SG0207| PID    Reference Object                     Distance      Geod. Az  |
 SG0207|                                                           dddmmss.s |
 SG0207| SG0038 26 S MIGS 1934                      420.063 METERS 1591303.9 |
 SG0207| SG0224 26 Q MIGS 1934                      APPROX. 0.6 KM 2870223.8 |
 SG0207|---------------------------------------------------------------------|
 SG0207
 SG0207                          SUPERSEDED SURVEY CONTROL
 SG0207
 SG0207  NAD 83(1986)-  47 01 01.35910(N)    088 30 36.27306(W) AD(       ) 3
 SG0207  NAD 27      -  47 01 01.60200(N)    088 30 35.80100(W) AD(       ) 3
 SG0207
 SG0207.Superseded values are not recommended for survey control.
 SG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0207.See file dsdata.txt to determine how the superseded data were derived.
 SG0207
 SG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8523308165(NAD 83)
 SG0207_MARKER: DD = SURVEY DISK
 SG0207_SETTING: 0 = UNSPECIFIED SETTING
 SG0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0207
 SG0207  HISTORY     - Date     Condition        Report By
 SG0207  HISTORY     - 1934     MONUMENTED       MIGS
 SG0207  HISTORY     - 20031116 MARK NOT FOUND   GEOCAC
 SG0207
 SG0207                          STATION DESCRIPTION
 SG0207
 SG0207'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0207'AT CHASSELL, ABOUT 1/4 MILE SOUTH OF INTERSECTION OF U.S. HIGHWAY
 SG0207'41 AND DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, ALONG DULUTH,
 SG0207'SOUTH SHORE AND ATLANTIC RAILWAY TRACKS, IN SEC. 4, T. 53 N.,
 SG0207'R. 33 W., 181 FEET EAST OF CENTER LINE OF RAILWAY.  STATION
 SG0207'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 SG0207'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 SG0207
 SG0207                          STATION RECOVERY (2003)
 SG0207
 SG0207'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0207'THE SITE LOCATION IS A STORAGE AREA FOR CONSTRUCTION MATERIALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0038 ***********************************************************************
 SG0038  DESIGNATION -  26 S MIGS 1934
 SG0038  PID         -  SG0038
 SG0038  STATE/COUNTY-  MI/HOUGHTON
 SG0038  USGS QUAD   -  CHASSELL (1975)
 SG0038
 SG0038                         *CURRENT SURVEY CONTROL
 SG0038  ___________________________________________________________________
 SG0038* NAD 83(1994)-  47 00 48.64663(N)    088 30 29.24039(W)     ADJUSTED  
 SG0038* NAVD 88     -       187.867  (meters)     616.36   (feet)  ADJUSTED  
 SG0038  ___________________________________________________________________
 SG0038  LAPLACE CORR-         -15.75  (seconds)                    DEFLEC99
 SG0038  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 SG0038  DYNAMIC HT  -         187.882 (meters)     616.41  (feet)  COMP
 SG0038  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 SG0038
 SG0038  HORZ ORDER  -  THIRD
 SG0038  VERT ORDER  -  FIRST     CLASS II
 SG0038
 SG0038.The horizontal coordinates were established by classical geodetic methods
 SG0038.and adjusted by the National Geodetic Survey in February 1997..
 SG0038
 SG0038.The orthometric height was determined by differential leveling
 SG0038.and adjusted by the National Geodetic Survey in June 1991..
 SG0038
 SG0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0038
 SG0038.The geoid height was determined by GEOID03.
 SG0038
 SG0038.The dynamic height is computed by dividing the NAVD 88
 SG0038.geopotential number by the normal gravity value computed on the
 SG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0038.degrees latitude (g = 980.6199 gals.).
 SG0038
 SG0038.The modeled gravity was interpolated from observed gravity values.
 SG0038
 SG0038;                    North         East     Units Scale Factor Converg.
 SG0038;SPC MI N     -   248,970.772 7,885,335.959   MT  0.99998371   -1 05 24.2
 SG0038;SPC MI N     -   816,833.24 25,870,524.80   iFT  0.99998371   -1 05 24.2
 SG0038;UTM  16      - 5,207,769.426   385,373.954   MT  0.99976149   -1 06 12.0
 SG0038
 SG0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0038!SPC MI N     -   0.99997595  x   0.99998371  =   0.99995967
 SG0038!UTM  16      -   0.99997595  x   0.99976149  =   0.99973745
 SG0038
 SG0038:                Primary Azimuth Mark                     Grid Az
 SG0038:SPC MI N     -  26 R MIGS 1934                           340 18 33.3
 SG0038:UTM  16      -  26 R MIGS 1934                           340 19 21.1
 SG0038
 SG0038|---------------------------------------------------------------------|
 SG0038| PID    Reference Object                     Distance      Geod. Az  |
 SG0038|                                                           dddmmss.s |
 SG0038| SG0207 26 R MIGS 1934                      420.063 METERS 3391309.1 |
 SG0038|---------------------------------------------------------------------|
 SG0038
 SG0038                          SUPERSEDED SURVEY CONTROL
 SG0038
 SG0038  NAD 83(1986)-  47 00 48.64137(N)    088 30 29.21649(W) AD(       ) 3
 SG0038  NAD 27      -  47 00 48.88300(N)    088 30 28.74400(W) AD(       ) 3
 SG0038  NGVD 29 (??/??/92)  187.862  (m)          616.34   (f) ADJ UNCH    1 2
 SG0038
 SG0038.Superseded values are not recommended for survey control.
 SG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0038.See file dsdata.txt to determine how the superseded data were derived.
 SG0038
 SG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8537407769(NAD 83)
 SG0038_MARKER: DD = SURVEY DISK
 SG0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0038_SP_SET: ABUTMENT
 SG0038_STAMPING: 26 S
 SG0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0038+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 SG0038
 SG0038  HISTORY     - Date     Condition        Report By
 SG0038  HISTORY     - 1934     MONUMENTED       MIGS
 SG0038  HISTORY     - 1934     GOOD             NGS
 SG0038  HISTORY     - 19981207 GOOD             MIDT
 SG0038  HISTORY     - 20031120 GOOD             GEOCAC
 SG0038
 SG0038                          STATION DESCRIPTION
 SG0038
 SG0038'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 SG0038'AT CHASSELL, ABOUT 1/2 MILE FROM INTERSECTION OF U.S. HIGHWAY
 SG0038'41 AND DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY TRACKS TO
 SG0038'STURGEON RIVER BRIDGE, IN SEC. 9, T. 53 N., R. 33 W.  STATION
 SG0038'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK SET IN NORTH
 SG0038'BRIDGE ABUTMENT, 6 FEET FROM CENTER LINE OF TRACK.  NO ELEVATION
 SG0038'HAS BEEN DETERMINED FOR THIS STATION.
 SG0038
 SG0038                          STATION RECOVERY (1934)
 SG0038
 SG0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 SG0038'1.4 MI S FROM CHASSELL.
 SG0038'ABOUT 1.4 MILES SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 SG0038'RAILWAY FROM CHASSELL, HOUGHTON COUNTY, AT THE BRIDGE OVER
 SG0038'SNAKE RIVER, IN THE BACK WALL OF THE NORTH ABUTMENT, AND 4
 SG0038'FEET EAST OF THE EAST RAIL.  A STATE SURVEY STANDARD DISK,
 SG0038'STAMPED 26 S.
 SG0038
 SG0038                          STATION RECOVERY (1998)
 SG0038
 SG0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 SG0038'CHASSELL, 0.85 MI S ALONG US041 FROM THE POST OFFICE, THENCE 0.40 S
 SG0038'ALONG STURGEON RIVER RD TO CURVE IN RD SW AND END OF VEHICLE TRAVEL.
 SG0038'WALK 98 FT E TO RAILROAD, THENCE S ALONG RR ABOUT 690 FT TO THE MARK
 SG0038'ON THE LEFT AS DESCRIBED, IN THE NORTH ABUTMENT, 2.3 FT W OF WITNESS
 SG0038'POST AND LEVEL WITH THE RAILROAD.
 SG0038
 SG0038                          STATION RECOVERY (2003)
 SG0038
 SG0038'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0038'NOTE-THE RAILROAD IS NOT LONGER IN USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1534 ***********************************************************************
 RL1534  DESIGNATION -  26 T MIGS 1934
 RL1534  PID         -  RL1534
 RL1534  STATE/COUNTY-  MI/HOUGHTON
 RL1534  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1534
 RL1534                         *CURRENT SURVEY CONTROL
 RL1534  ___________________________________________________________________
 RL1534* NAD 83(1994)-  46 57 46.13124(N)    088 29 51.03436(W)     ADJUSTED  
 RL1534* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 RL1534  ___________________________________________________________________
 RL1534  LAPLACE CORR-         -13.10  (seconds)                    DEFLEC99
 RL1534  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 RL1534
 RL1534  HORZ ORDER  -  THIRD
 RL1534
 RL1534.The horizontal coordinates were established by classical geodetic methods
 RL1534.and adjusted by the National Geodetic Survey in February 1997..
 RL1534
 RL1534.The orthometric height was scaled from a topographic map.
 RL1534
 RL1534.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1534
 RL1534.The geoid height was determined by GEOID03.
 RL1534
 RL1534;                    North         East     Units Scale Factor Converg.
 RL1534;SPC MI N     -   243,320.396 7,886,036.297   MT  0.99997281   -1 04 56.6
 RL1534;SPC MI N     -   798,295.26 25,872,822.50   iFT  0.99997281   -1 04 56.6
 RL1534;UTM  16      - 5,202,120.124   386,072.880   MT  0.99975952   -1 05 40.8
 RL1534
 RL1534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1534!SPC MI N     -   0.99997626  x   0.99997281  =   0.99994907
 RL1534!UTM  16      -   0.99997626  x   0.99975952  =   0.99973579
 RL1534
 RL1534:                Primary Azimuth Mark                     Grid Az
 RL1534:SPC MI N     -  26 S MIGS 1934                           352 56 04.3
 RL1534:UTM  16      -  26 S MIGS 1934                           352 56 48.5
 RL1534
 RL1534|---------------------------------------------------------------------|
 RL1534| PID    Reference Object                     Distance      Geod. Az  |
 RL1534|                                                           dddmmss.s |
 RL1534| SG0038 26 S MIGS 1934                      APPROX. 5.7 KM 3515107.7 |
 RL1534|---------------------------------------------------------------------|
 RL1534
 RL1534                          SUPERSEDED SURVEY CONTROL
 RL1534
 RL1534  NAD 83(1986)-  46 57 46.12566(N)    088 29 51.01148(W) AD(       ) 3
 RL1534  NAD 27      -  46 57 46.37900(N)    088 29 50.54800(W) AD(       ) 3
 RL1534
 RL1534.Superseded values are not recommended for survey control.
 RL1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1534.See file dsdata.txt to determine how the superseded data were derived.
 RL1534
 RL1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8607302120(NAD 83)
 RL1534_MARKER: I = METAL ROD
 RL1534_SETTING: 0 = UNSPECIFIED SETTING
 RL1534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1534
 RL1534  HISTORY     - Date     Condition        Report By
 RL1534  HISTORY     - 1934     MONUMENTED       MIGS
 RL1534
 RL1534                          STATION DESCRIPTION
 RL1534
 RL1534'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 RL1534'LOCATED AT KLINGVILLE.  (STATION IS MARKED ONLY WITH PIECE
 RL1534'OF PIPE DUE TO VERY SWAMPY GROUND.) NO ELEVATION HAS BEEN
 RL1534'DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1539 ***********************************************************************
 RL1539  DESIGNATION -  26 U MIGS 1934
 RL1539  PID         -  RL1539
 RL1539  STATE/COUNTY-  MI/BARAGA
 RL1539  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1539
 RL1539                         *CURRENT SURVEY CONTROL
 RL1539  ___________________________________________________________________
 RL1539* NAD 83(1994)-  46 55 19.57425(N)    088 29 03.03189(W)     ADJUSTED  
 RL1539* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 RL1539  ___________________________________________________________________
 RL1539  LAPLACE CORR-         -11.03  (seconds)                    DEFLEC99
 RL1539  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 RL1539
 RL1539  HORZ ORDER  -  THIRD
 RL1539
 RL1539.The horizontal coordinates were established by classical geodetic methods
 RL1539.and adjusted by the National Geodetic Survey in February 1997..
 RL1539
 RL1539.The orthometric height was scaled from a topographic map.
 RL1539
 RL1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1539
 RL1539.The geoid height was determined by GEOID03.
 RL1539
 RL1539;                    North         East     Units Scale Factor Converg.
 RL1539;SPC MI N     -   238,776.496 7,886,966.198   MT  0.99996464   -1 04 21.9
 RL1539;SPC MI N     -   783,387.45 25,875,873.35   iFT  0.99996464   -1 04 21.9
 RL1539;UTM  16      - 5,197,576.989   387,001.644   MT  0.99975694   -1 05 03.1
 RL1539
 RL1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1539!SPC MI N     -   0.99997533  x   0.99996464  =   0.99993997
 RL1539!UTM  16      -   0.99997533  x   0.99975694  =   0.99973227
 RL1539
 RL1539:                Primary Azimuth Mark                     Grid Az
 RL1539:SPC MI N     -  26 T MIGS 1934                           348 26 03.4
 RL1539:UTM  16      -  26 T MIGS 1934                           348 26 44.6
 RL1539
 RL1539|---------------------------------------------------------------------|
 RL1539| PID    Reference Object                     Distance      Geod. Az  |
 RL1539|                                                           dddmmss.s |
 RL1539| RL1534 26 T MIGS 1934                      APPROX. 4.6 KM 3472141.5 |
 RL1539|---------------------------------------------------------------------|
 RL1539
 RL1539                          SUPERSEDED SURVEY CONTROL
 RL1539
 RL1539  NAD 83(1986)-  46 55 19.56860(N)    088 29 03.00983(W) AD(       ) 3
 RL1539  NAD 27      -  46 55 19.80800(N)    088 29 02.55000(W) AD(       ) 3
 RL1539
 RL1539.Superseded values are not recommended for survey control.
 RL1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1539.See file dsdata.txt to determine how the superseded data were derived.
 RL1539
 RL1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8700297577(NAD 83)
 RL1539_MARKER: DD = SURVEY DISK
 RL1539_SETTING: 0 = UNSPECIFIED SETTING
 RL1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1539
 RL1539  HISTORY     - Date     Condition        Report By
 RL1539  HISTORY     - 1934     MONUMENTED       MIGS
 RL1539  HISTORY     - 20031117 MARK NOT FOUND   GEOCAC
 RL1539
 RL1539                          STATION DESCRIPTION
 RL1539
 RL1539'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 RL1539'AT ARNHEIM, ON ARNHEIM ROAD, 1.1 MILES WEST FROM ITS INTERSECTION
 RL1539'WITH U.S. HIGHWAY 41, IN SEC. 10, T. 52 N., R. 33 W., 1,000
 RL1539'FEET NORTH OF ARNHEIM POST OFFICE, 37 FEET EAST OF CENTER
 RL1539'LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, 15 FEET
 RL1539'SOUTH OF TELEGRAPH POLE NO. 1277.  STATION IS U.S.C. AND G.S.
 RL1539'AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION
 RL1539'HAS BEEN DETERMINED FOR THIS STATION.
 RL1539
 RL1539                          STATION RECOVERY (2003)
 RL1539
 RL1539'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL1539'A TELEPHONE EXCHANGE BUILDING IS AT THE SITE LOCATION. DGPS PLACES THE
 RL1539'MARK NEAR THE BUILDING. AREA HAS BEEN GRADED.
 RL1539'TO REACH THE SITE LOCATION FROM THE HOUGHTON-BARAGA COUNTY LINE,
 RL1539'FOLLOW US-41 SOUTH 1 MILE TO ARNHEIM RD, THENCE WEST AND SOUTH 1.1
 RL1539'MILES TO ENTRANCE TO 'STURGEON RIVER SLOUGHS WILDLIFE AREA' (MICHIGAN
 RL1539'DNR), THENCE WEST ABOUT 0.05 MILE ON DIRT RD TO THE TELEPHONE BUILDING
 RL1539'AND THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1541 ***********************************************************************
 RL1541  DESIGNATION -  26 V MIGS 1934
 RL1541  PID         -  RL1541
 RL1541  STATE/COUNTY-  MI/BARAGA
 RL1541  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1541
 RL1541                         *CURRENT SURVEY CONTROL
 RL1541  ___________________________________________________________________
 RL1541* NAD 83(1994)-  46 54 02.45983(N)    088 28 37.93105(W)     ADJUSTED  
 RL1541* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 RL1541  ___________________________________________________________________
 RL1541  LAPLACE CORR-         -10.16  (seconds)                    DEFLEC99
 RL1541  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 RL1541
 RL1541  HORZ ORDER  -  THIRD
 RL1541
 RL1541.The horizontal coordinates were established by classical geodetic methods
 RL1541.and adjusted by the National Geodetic Survey in February 1997..
 RL1541
 RL1541.The orthometric height was scaled from a topographic map.
 RL1541
 RL1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1541
 RL1541.The geoid height was determined by GEOID03.
 RL1541
 RL1541;                    North         East     Units Scale Factor Converg.
 RL1541;SPC MI N     -   236,385.763 7,887,452.782   MT  0.99996054   -1 04 03.7
 RL1541;SPC MI N     -   775,543.84 25,877,469.76   iFT  0.99996054   -1 04 03.7
 RL1541;UTM  16      - 5,195,186.653   387,487.659   MT  0.99975559   -1 04 43.4
 RL1541
 RL1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1541!SPC MI N     -   0.99997313  x   0.99996054  =   0.99993367
 RL1541!UTM  16      -   0.99997313  x   0.99975559  =   0.99972873
 RL1541
 RL1541|---------------------------------------------------------------------|
 RL1541| PID    Reference Object                     Distance      Geod. Az  |
 RL1541|                                                           dddmmss.s |
 RL1541| RL1542 26 W MIGS 1934                      338.777 METERS 18526     |
 RL1541| RL1539 26 U MIGS 1934                      APPROX. 2.4 KM 3472541.1 |
 RL1541|---------------------------------------------------------------------|
 RL1541
 RL1541                          SUPERSEDED SURVEY CONTROL
 RL1541
 RL1541  NAD 83(1986)-  46 54 02.45393(N)    088 28 37.90933(W) AD(       ) 3
 RL1541  NAD 27      -  46 54 02.70300(N)    088 28 37.45600(W) AD(       ) 3
 RL1541
 RL1541.Superseded values are not recommended for survey control.
 RL1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1541.See file dsdata.txt to determine how the superseded data were derived.
 RL1541
 RL1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8748895187(NAD 83)
 RL1541_MARKER: DD = SURVEY DISK
 RL1541_SETTING: 0 = UNSPECIFIED SETTING
 RL1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1541
 RL1541  HISTORY     - Date     Condition        Report By
 RL1541  HISTORY     - 1934     MONUMENTED       MIGS
 RL1541
 RL1541                          STATION DESCRIPTION
 RL1541
 RL1541'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 RL1541'AT ARNHEIM, 1.8 MILES FROM ARNHEIM ROAD, SOUTH ALONG U.S.
 RL1541'HIGHWAY 41, 1/4 MILE WEST TO DULUTH, SOUTH SHORE AND ATLANTIC
 RL1541'RAILWAY TRACKS, IN SEC. 15, T. 52 N., R. 33 W., 34 FEET
 RL1541'FROM CENTER OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, 24
 RL1541'FEET NORTH OF TELEGRAPH POLE NO. 1220.  STATION IS U.S.C. AND
 RL1541'G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.  NO ELEVATION
 RL1541'HAS BEEN DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1542 ***********************************************************************
 RL1542  DESIGNATION -  26 W MIGS 1934
 RL1542  PID         -  RL1542
 RL1542  STATE/COUNTY-  MI/BARAGA
 RL1542  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1542
 RL1542                         *CURRENT SURVEY CONTROL
 RL1542  ___________________________________________________________________
 RL1542* NAD 83(1994)-  46 53 51.53859(N)    088 28 39.44877(W)     ADJUSTED  
 RL1542* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 RL1542  ___________________________________________________________________
 RL1542  LAPLACE CORR-         -10.06  (seconds)                    DEFLEC99
 RL1542  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 RL1542
 RL1542  HORZ ORDER  -  THIRD
 RL1542
 RL1542.The horizontal coordinates were established by classical geodetic methods
 RL1542.and adjusted by the National Geodetic Survey in February 1997..
 RL1542
 RL1542.The orthometric height was scaled from a topographic map.
 RL1542
 RL1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1542
 RL1542.The geoid height was determined by GEOID03.
 RL1542
 RL1542;                    North         East     Units Scale Factor Converg.
 RL1542;SPC MI N     -   236,049.183 7,887,414.379   MT  0.99995998   -1 04 04.8
 RL1542;SPC MI N     -   774,439.58 25,877,343.76   iFT  0.99995998   -1 04 04.8
 RL1542;UTM  16      - 5,194,850.149   387,449.200   MT  0.99975570   -1 04 44.3
 RL1542
 RL1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1542!SPC MI N     -   0.99997313  x   0.99995998  =   0.99993311
 RL1542!UTM  16      -   0.99997313  x   0.99975570  =   0.99972884
 RL1542
 RL1542|---------------------------------------------------------------------|
 RL1542| PID    Reference Object                     Distance      Geod. Az  |
 RL1542|                                                           dddmmss.s |
 RL1542| RL1541 26 V MIGS 1934                      338.777 METERS 00526     |
 RL1542|---------------------------------------------------------------------|
 RL1542
 RL1542                          SUPERSEDED SURVEY CONTROL
 RL1542
 RL1542  NAD 83(1986)-  46 53 51.53267(N)    088 28 39.42710(W) AD(       ) 3
 RL1542  NAD 27      -  46 53 51.78000(N)    088 28 38.97400(W) AD(       ) 3
 RL1542
 RL1542.Superseded values are not recommended for survey control.
 RL1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1542.See file dsdata.txt to determine how the superseded data were derived.
 RL1542
 RL1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8744994850(NAD 83)
 RL1542_MARKER: DD = SURVEY DISK
 RL1542_SETTING: 0 = UNSPECIFIED SETTING
 RL1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1542
 RL1542  HISTORY     - Date     Condition        Report By
 RL1542  HISTORY     - 1934     MONUMENTED       MIGS
 RL1542
 RL1542                          STATION DESCRIPTION
 RL1542
 RL1542'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 RL1542'AT NEWTON, 1.8 MILES FROM ARNHEIM ROAD, SOUTH ALONG U.S.
 RL1542'HIGHWAY 41, 1/4 MILE WEST OF DULUTH, SOUTH SHORE AND ATLANTIC
 RL1542'RAILWAY TRACKS, IN SEC. 15, T. 52 N., R. 33 W., 75 FEET
 RL1542'SOUTHWEST OF TELEGRAPH POLE NO. 1211, 24.5 FEET FROM CENTER
 RL1542'LINE OF DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY.  STATION
 RL1542'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 RL1542'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1540 ***********************************************************************
 RL1540  DESIGNATION -  26 X MIGS 1934
 RL1540  PID         -  RL1540
 RL1540  STATE/COUNTY-  MI/BARAGA
 RL1540  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1540
 RL1540                         *CURRENT SURVEY CONTROL
 RL1540  ___________________________________________________________________
 RL1540* NAD 83(1994)-  46 53 17.47971(N)    088 28 49.27820(W)     ADJUSTED  
 RL1540* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 RL1540  ___________________________________________________________________
 RL1540  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 RL1540  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 RL1540
 RL1540  HORZ ORDER  -  THIRD
 RL1540
 RL1540.The horizontal coordinates were established by classical geodetic methods
 RL1540.and adjusted by the National Geodetic Survey in February 1997..
 RL1540
 RL1540.The orthometric height was scaled from a topographic map.
 RL1540
 RL1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1540
 RL1540.The geoid height was determined by GEOID03.
 RL1540
 RL1540;                    North         East     Units Scale Factor Converg.
 RL1540;SPC MI N     -   235,001.545 7,887,186.725   MT  0.99995822   -1 04 11.9
 RL1540;SPC MI N     -   771,002.44 25,876,596.87   iFT  0.99995822   -1 04 11.9
 RL1540;UTM  16      - 5,193,802.768   387,221.393   MT  0.99975633   -1 04 50.9
 RL1540
 RL1540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1540!SPC MI N     -   0.99997344  x   0.99995822  =   0.99993166
 RL1540!UTM  16      -   0.99997344  x   0.99975633  =   0.99972978
 RL1540
 RL1540:                Primary Azimuth Mark                     Grid Az
 RL1540:SPC MI N     -  26 W MIGS 1934                           012 15 35.5
 RL1540:UTM  16      -  26 W MIGS 1934                           012 16 14.5
 RL1540
 RL1540|---------------------------------------------------------------------|
 RL1540| PID    Reference Object                     Distance      Geod. Az  |
 RL1540|                                                           dddmmss.s |
 RL1540| RL1542 26 W MIGS 1934                      APPROX. 1.1 KM 0111123.6 |
 RL1540| RL0148 TOM                                 283.349 METERS 18420     |
 RL1540|---------------------------------------------------------------------|
 RL1540
 RL1540                          SUPERSEDED SURVEY CONTROL
 RL1540
 RL1540  NAD 83(1986)-  46 53 17.47369(N)    088 28 49.25672(W) AD(       ) 3
 RL1540  NAD 27      -  46 53 17.72900(N)    088 28 48.80000(W) AD(       ) 3
 RL1540
 RL1540.Superseded values are not recommended for survey control.
 RL1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1540.See file dsdata.txt to determine how the superseded data were derived.
 RL1540
 RL1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8722193803(NAD 83)
 RL1540_MARKER: DD = SURVEY DISK
 RL1540_SETTING: 0 = UNSPECIFIED SETTING
 RL1540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1540+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2004
 RL1540
 RL1540  HISTORY     - Date     Condition        Report By
 RL1540  HISTORY     - 1934     MONUMENTED       MIGS
 RL1540  HISTORY     - 20041116 GOOD             GEOCAC
 RL1540
 RL1540                          STATION DESCRIPTION
 RL1540
 RL1540'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (WFB)
 RL1540'AT NEWTON, 500 FEET WEST ON NEWTON ROAD FROM INTERSECTION
 RL1540'OF U.S. HIGHWAY 41 AND DULUTH, SOUTH SHORE AND ATLANTIC
 RL1540'RAILWAY, IN SEC. 22, T. 52 N., R. 33 W., 66 FEET NORTH OF
 RL1540'TELEGRAPH POLE NO. 1186, 44.8 FEET FROM CENTER LINE OF RAILWAY
 RL1540'TRACKS, 24 FEET NORTH OF CENTER LINE OF HIGHWAY.  STATION
 RL1540'IS U.S.C. AND G.S. AND STATE SURVEY STANDARD DISK IN CONCRETE.
 RL1540'NO ELEVATION HAS BEEN DETERMINED FOR THIS STATION.
 RL1540
 RL1540                          STATION RECOVERY (2004)
 RL1540
 RL1540'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1540'BARAGA, 7.5 MILES WEST.
 RL1540' 
 RL1540'7.5 MILES WEST ALONG US-41 FROM ITS JUNCTION WITH HWY M-38 AT BARAGA
 RL1540'OR 3.5 MILES EAST ALONG US-41 FROM THE BARAGA-HOUGHTON COUNTY LINE. AT
 RL1540'A CROSSROADS AND THE JUNCTION WITH KORHONEN ROAD.
 RL1540' 
 RL1540'IT IS ABOUT 225 FT WEST OF THE C/L OF US-41, 42 FT EAST OF THE EAST
 RL1540'RAIL OF INACTIVE RAILROAD, 26 FT NORTH OF THE ROAD C/L, 26 FT WEST OF
 RL1540'A POWER POLE, 1 FT EAST OF A WITNESS POST AND PROJECTING 1 FOOT ABOVE
 RL1540'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0187 ***********************************************************************
 SG0187  DESIGNATION -  26 Y MIGS 1939
 SG0187  PID         -  SG0187
 SG0187  STATE/COUNTY-  MI/HOUGHTON
 SG0187  USGS QUAD   -  HANCOCK (1975)
 SG0187
 SG0187                         *CURRENT SURVEY CONTROL
 SG0187  ___________________________________________________________________
 SG0187* NAD 83(1994)-  47 07 57.63771(N)    088 33 43.19851(W)     ADJUSTED  
 SG0187* NAVD 88     -       313.     (meters)    1027.     (feet)  SCALED    
 SG0187  ___________________________________________________________________
 SG0187  LAPLACE CORR-         -16.37  (seconds)                    DEFLEC99
 SG0187  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 SG0187
 SG0187  HORZ ORDER  -  FIRST
 SG0187
 SG0187.The horizontal coordinates were established by classical geodetic methods
 SG0187.and adjusted by the National Geodetic Survey in February 1997..
 SG0187
 SG0187.The orthometric height was scaled from a topographic map.
 SG0187
 SG0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0187
 SG0187.The geoid height was determined by GEOID03.
 SG0187
 SG0187;                    North         East     Units Scale Factor Converg.
 SG0187;SPC MI N     -   262,295.248 7,881,501.164   MT  1.00001242   -1 07 44.4
 SG0187;SPC MI N     -   860,548.71 25,857,943.45   iFT  1.00001242   -1 07 44.4
 SG0187;UTM  16      - 5,221,091.805   381,543.442   MT  0.99977245   -1 08 41.9
 SG0187
 SG0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0187!SPC MI N     -   0.99995625  x   1.00001242  =   0.99996867
 SG0187!UTM  16      -   0.99995625  x   0.99977245  =   0.99972871
 SG0187
 SG0187|---------------------------------------------------------------------|
 SG0187| PID    Reference Object                     Distance      Geod. Az  |
 SG0187|                                                           dddmmss.s |
 SG0187| SG0188 MCM 68 B                             57.927 METERS 20446     |
 SG0187| SG0233 WHEAL KATE 2                        APPROX.10.2 KM 2283749.0 |
 SG0187|---------------------------------------------------------------------|
 SG0187
 SG0187                          SUPERSEDED SURVEY CONTROL
 SG0187
 SG0187  NAD 83(1986)-  47 07 57.63378(N)    088 33 43.17435(W) AD(       ) 1
 SG0187  NAD 27      -  47 07 57.90000(N)    088 33 42.72400(W) AD(       ) 1
 SG0187
 SG0187.Superseded values are not recommended for survey control.
 SG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0187.See file dsdata.txt to determine how the superseded data were derived.
 SG0187
 SG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8154321092(NAD 83)
 SG0187_MARKER: DD = SURVEY DISK
 SG0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0187_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0187+STABILITY: SURFACE MOTION
 SG0187
 SG0187  HISTORY     - Date     Condition        Report By
 SG0187  HISTORY     - 1939     MONUMENTED       MIGS
 SG0187  HISTORY     - 20031118 MARK NOT FOUND   GEOCAC
 SG0187
 SG0187                          STATION DESCRIPTION
 SG0187
 SG0187'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1939 (FBQ)
 SG0187'ONE MILE NORTHEAST OF HANCOCK, AT THE EDGE OF A HIGH BLUFF
 SG0187'OVERLOOKING PORTAGE LAKE, ON THE PROPERTY OF THE QUINCY
 SG0187'MINING COMPANY, 72 PACES SOUTH-SOUTHWEST OF A RAILROAD SPUR,
 SG0187'40 PACES EAST OF A TELEPHONE POLE, 11 PACES NORTHWEST OF THE
 SG0187'SOUTHEAST EDGE OF THE BLUFF, AND NORTH OF THE STEEL TRIPOD
 SG0187'MARKING M.C.M. NO. 68B.  THE MARK IS A STANDARD U.S. COAST
 SG0187'AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN A 6- BY
 SG0187'6-INCH CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND
 SG0187'AND IS STAMPED 26 Y 1934.
 SG0187'
 SG0187'TO REACH FROM THE POST OFFICE IN HANCOCK, GO NORTH AND EAST
 SG0187'ON U.S. HIGHWAY 41 FOR 2.75 MILES TO A GRAVEL ROAD ON THE RIGHT,
 SG0187'TURN RIGHT ON THIS ROAD AND GO SOUTH AND EAST FOR 0.1 MILE
 SG0187'TO A RAILROAD CROSSING AND A GRAVEL ROAD LEADING SOUTH, TURN
 SG0187'RIGHT (SOUTH) AND FOLLOW THE MAIN ROAD FOR 0.5 MILE TO A POINT
 SG0187'WHERE THE ROAD FORKS TO THE EAST AND WEST AND A DIM ROAD
 SG0187'CONTINUES TO THE SOUTH, CONTINUE SOUTH ON THE DIM ROAD FOR
 SG0187'0.15 MILE TO A SPUR OF THE RAILROAD AND THE END OF TRUCK
 SG0187'TRAVEL.  CONTINUE ACROSS THE RAILROAD TRACKS AND FOLLOW A
 SG0187'PATH SOUTHWEST FOR 72 PACES TO THE STATION.
 SG0187'
 SG0187'NO REFERENCE OR AZIMUTH MARKS WERE SET AT THIS STATION.
 SG0187'
 SG0187'ALL LINES ARE VISIBLE FROM THE GROUND.
 SG0187
 SG0187                          STATION RECOVERY (2003)
 SG0187
 SG0187'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0187'THE SITE LOCATION IS A SKI LIFT AREA, EXTENSIVE SITE GRADING AND
 SG0187'BUILDING CONSTRUCTION ON-GOING.  A THOROUGH SEARCH REVEALED NO
 SG0187'EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0189 ***********************************************************************
 SG0189  DESIGNATION -  26 Z MIGS 1934
 SG0189  PID         -  SG0189
 SG0189  STATE/COUNTY-  MI/HOUGHTON
 SG0189  USGS QUAD   -  HANCOCK (1975)
 SG0189
 SG0189                         *CURRENT SURVEY CONTROL
 SG0189  ___________________________________________________________________
 SG0189* NAD 83(1994)-  47 08 21.91746(N)    088 33 56.52673(W)     ADJUSTED  
 SG0189* NAVD 88     -       347.     (meters)    1138.     (feet)  SCALED    
 SG0189  ___________________________________________________________________
 SG0189  LAPLACE CORR-         -15.41  (seconds)                    DEFLEC99
 SG0189  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 SG0189
 SG0189  HORZ ORDER  -  THIRD
 SG0189
 SG0189.The horizontal coordinates were established by classical geodetic methods
 SG0189.and adjusted by the National Geodetic Survey in February 1997..
 SG0189
 SG0189.The orthometric height was scaled from a topographic map.
 SG0189
 SG0189.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0189
 SG0189.The geoid height was determined by GEOID03.
 SG0189
 SG0189;                    North         East     Units Scale Factor Converg.
 SG0189;SPC MI N     -   263,050.448 7,881,235.141   MT  1.00001418   -1 07 54.0
 SG0189;SPC MI N     -   863,026.40 25,857,070.67   iFT  1.00001418   -1 07 54.0
 SG0189;UTM  16      - 5,221,846.898   381,277.694   MT  0.99977323   -1 08 52.1
 SG0189
 SG0189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0189!SPC MI N     -   0.99995091  x   1.00001418  =   0.99996509
 SG0189!UTM  16      -   0.99995091  x   0.99977323  =   0.99972415
 SG0189
 SG0189:                Primary Azimuth Mark                     Grid Az
 SG0189:SPC MI N     -  26 Y MIGS 1939                           160 35 41.7
 SG0189:UTM  16      -  26 Y MIGS 1939                           160 36 39.8
 SG0189
 SG0189|---------------------------------------------------------------------|
 SG0189| PID    Reference Object                     Distance      Geod. Az  |
 SG0189|                                                           dddmmss.s |
 SG0189| SG0187 26 Y MIGS 1939                      APPROX. 0.8 KM 1592747.7 |
 SG0189| SG0191 QUINCY MINE 6 FLAGPOLE MIGS         427.434 METERS 2944547.1 |
 SG0189|---------------------------------------------------------------------|
 SG0189
 SG0189                          SUPERSEDED SURVEY CONTROL
 SG0189
 SG0189  NAD 83(1986)-  47 08 21.91355(N)    088 33 56.50239(W) AD(       ) 3
 SG0189  NAD 27      -  47 08 22.17800(N)    088 33 56.04900(W) AD(       ) 3
 SG0189
 SG0189.Superseded values are not recommended for survey control.
 SG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0189.See file dsdata.txt to determine how the superseded data were derived.
 SG0189
 SG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8127821847(NAD 83)
 SG0189_MARKER: DD = SURVEY DISK
 SG0189_SETTING: 0 = UNSPECIFIED SETTING
 SG0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0189
 SG0189  HISTORY     - Date     Condition        Report By
 SG0189  HISTORY     - 1934     MONUMENTED       MIGS
 SG0189  HISTORY     - 20031004 MARK NOT FOUND   GEOCAC
 SG0189
 SG0189                          STATION DESCRIPTION
 SG0189
 SG0189'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0189'ON QUINCY LOCATION ABOUT 1/4 MILE WEST OF CENTER OF CORBURNTOWN
 SG0189'IN OPEN FIELD, 1400 FEET SOUTH 65 DEG EAST OF QUINCY NO. 6
 SG0189'SHAFT HOUSE, AND 2,540 FEET NORTH 65 DEG EAST OF QUINCY NO. 2
 SG0189'SHAFT HOUSE.  STATION IS U.S.C. AND G.S. AND STATE SURVEY
 SG0189'STANDARD DISK IN REINFORCED CONCRETE.
 SG0189
 SG0189                          STATION RECOVERY (2003)
 SG0189
 SG0189'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0189'A THOROUGH SEARCH FAILED TO LOCATE THE MARK AT THIS TIME. DETERMINED
 SG0189'LOCATION USING DGPS (+-3 METERS).  FALLS NEAR THE EDGE OF A OLD JACK
 SG0189'PINE PLANTATION. MARK IS POSSIBLY BURIED.
 SG0189'TO REACH FROM THE QUINCY TWP FIRE HALL (NORTH OF HANCOCK) FOLLOW US-41
 SG0189'N'LY 0.25 MILES TO SUNSHINE RD, THENCE RIGHT (SE) 0.15 MILES TO
 SG0189'FRANKLIN TRAM RD, THENCE RIGHT A SHORT DISTANCE TO A Y, THENCE RIGHT
 SG0189'ON LOWER PEWABIC RD ABOUT 0.10 MILE TO LOCATION ON THE LEFT, ABOUT 60
 SG0189'FT EAST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0780 ***********************************************************************
 NE0780  DESIGNATION -  260 1/2
 NE0780  PID         -  NE0780
 NE0780  STATE/COUNTY-  MI/GENESEE
 NE0780  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0780
 NE0780                         *CURRENT SURVEY CONTROL
 NE0780  ___________________________________________________________________
 NE0780* NAD 83(1986)-  42 56 46.     (N)    083 51 00.     (W)     SCALED    
 NE0780* NAVD 88     -       234.192  (meters)     768.34   (feet)  ADJUSTED  
 NE0780  ___________________________________________________________________
 NE0780  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NE0780  DYNAMIC HT  -         234.133 (meters)     768.15  (feet)  COMP
 NE0780  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 NE0780
 NE0780  VERT ORDER  -  SECOND    CLASS 0
 NE0780
 NE0780.The horizontal coordinates were scaled from a topographic map and have
 NE0780.an estimated accuracy of +/- 6 seconds.
 NE0780
 NE0780.The orthometric height was determined by differential leveling
 NE0780.and adjusted by the National Geodetic Survey in June 1991..
 NE0780
 NE0780.The geoid height was determined by GEOID03.
 NE0780
 NE0780.The dynamic height is computed by dividing the NAVD 88
 NE0780.geopotential number by the normal gravity value computed on the
 NE0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0780.degrees latitude (g = 980.6199 gals.).
 NE0780
 NE0780.The modeled gravity was interpolated from observed gravity values.
 NE0780
 NE0780;                    North         East    Units  Estimated Accuracy
 NE0780;SPC MI S     -   160,760.    4,042,160.      MT  (+/- 180 meters Scaled)
 NE0780
 NE0780                          SUPERSEDED SURVEY CONTROL
 NE0780
 NE0780  NGVD 29 (??/??/92)  234.332  (m)          768.80   (f) ADJ UNCH    2 0
 NE0780
 NE0780.Superseded values are not recommended for survey control.
 NE0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0780.See file dsdata.txt to determine how the superseded data were derived.
 NE0780
 NE0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH674587(NAD 83)
 NE0780_MARKER: B = BOLT
 NE0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0780_STAMPING: 260-1/2
 NE0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0780+STABILITY: SURFACE MOTION
 NE0780
 NE0780  HISTORY     - Date     Condition        Report By
 NE0780  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0780  HISTORY     - 1934     GOOD             NGS
 NE0780
 NE0780                          STATION DESCRIPTION
 NE0780
 NE0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0780'1 MI W FROM SWARTZ CREEK.
 NE0780'1.0 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0780'STATION AT SWARTZ CREEK, GENESEE COUNTY, 0.7 MILE EAST OF THE
 NE0780'STATION AT CRAPO FARM, 123 YARDS EAST OF THE EAST END OF BRIDGE
 NE0780'260.42, 100 YARDS EAST OF SEMAPHORE 260.5, 28.7 FEET NORTH OF
 NE0780'THE NORTH RAIL OF THE NORTH TRACK, AND 1.2 FEET SOUTH OF THE
 NE0780'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 260-1/2 AND SET IN
 NE0780'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0111 ***********************************************************************
 NE0111  DESIGNATION -  260 C OF D
 NE0111  PID         -  NE0111
 NE0111  STATE/COUNTY-  MI/WAYNE
 NE0111  USGS QUAD   -  BELLE ISLE (1980)
 NE0111
 NE0111                         *CURRENT SURVEY CONTROL
 NE0111  ___________________________________________________________________
 NE0111* NAD 83(1986)-  42 20 27.     (N)    082 57 36.     (W)     SCALED    
 NE0111* NAVD 88     -       175.866  (meters)     576.99   (feet)  ADJUSTED  
 NE0111  ___________________________________________________________________
 NE0111  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0111  DYNAMIC HT  -         175.814 (meters)     576.82  (feet)  COMP
 NE0111  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 NE0111
 NE0111  VERT ORDER  -  FIRST     CLASS 0
 NE0111
 NE0111.The horizontal coordinates were scaled from a topographic map and have
 NE0111.an estimated accuracy of +/- 6 seconds.
 NE0111
 NE0111.The orthometric height was determined by differential leveling
 NE0111.and adjusted by the National Geodetic Survey in June 1991..
 NE0111
 NE0111.The geoid height was determined by GEOID03.
 NE0111
 NE0111.The dynamic height is computed by dividing the NAVD 88
 NE0111.geopotential number by the normal gravity value computed on the
 NE0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0111.degrees latitude (g = 980.6199 gals.).
 NE0111
 NE0111.The modeled gravity was interpolated from observed gravity values.
 NE0111
 NE0111;                    North         East    Units  Estimated Accuracy
 NE0111;SPC MI S     -    94,370.    4,115,910.      MT  (+/- 180 meters Scaled)
 NE0111
 NE0111                          SUPERSEDED SURVEY CONTROL
 NE0111
 NE0111  NGVD 29 (??/??/92)  176.030  (m)          577.53   (f) ADJ UNCH    1 0
 NE0111
 NE0111.Superseded values are not recommended for survey control.
 NE0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0111.See file dsdata.txt to determine how the superseded data were derived.
 NE0111
 NE0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG385894(NAD 83)
 NE0111_MARKER: DD = SURVEY DISK
 NE0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0111+STABILITY: SURFACE MOTION
 NE0111
 NE0111  HISTORY     - Date     Condition        Report By
 NE0111  HISTORY     - UNK      MONUMENTED       MI1260
 NE0111  HISTORY     - 1970     GOOD             USLS
 NE0111
 NE0111                          STATION DESCRIPTION
 NE0111
 NE0111'DESCRIBED BY US LAKE SURVEY 1970
 NE0111'IN DETROIT.
 NE0111'A BENCH MARK ESTABLISHED BY THE CITY OF DETROIT , IS AT DETROIT,
 NE0111'WAYNE COUNTY, MICHIGAN, ON BELLE ISLE, OPPOSITE THE U.S. COAST
 NE0111'GUARD STATION, 53.2 FEET SOUTH WEST OF UTILITY POLE NO. 11323,
 NE0111'11.5 FEET NORTHWEST OF CURB, 2.7 FEET NORTH OF A WATER SHUTOFF
 NE0111'VALVE, ON NORTHEAST CORNER OF A 4 X 5 FOOT CONCRETE DRINKING
 NE0111'WATER FOUNTAIN FOUNDATION BEING HIGHEST POINT OVER CROSS AT
 NE0111'CENTER OF BRONZE DISC SET INTO THE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0778 ***********************************************************************
 NE0778  DESIGNATION -  261 1/2
 NE0778  PID         -  NE0778
 NE0778  STATE/COUNTY-  MI/GENESEE
 NE0778  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0778
 NE0778                         *CURRENT SURVEY CONTROL
 NE0778  ___________________________________________________________________
 NE0778* NAD 83(1986)-  42 57 07.     (N)    083 49 54.     (W)     SCALED    
 NE0778* NAVD 88     -       236.383  (meters)     775.53   (feet)  ADJUSTED  
 NE0778  ___________________________________________________________________
 NE0778  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NE0778  DYNAMIC HT  -         236.323 (meters)     775.34  (feet)  COMP
 NE0778  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 NE0778  OBS GRAVITY -     980,364.1   (mgal)                       GRAV_OBS
 NE0778
 NE0778  VERT ORDER  -  SECOND    CLASS 0
 NE0778
 NE0778.The horizontal coordinates were scaled from a topographic map and have
 NE0778.an estimated accuracy of +/- 6 seconds.
 NE0778
 NE0778.The orthometric height was determined by differential leveling
 NE0778.and adjusted by the National Geodetic Survey in June 1991..
 NE0778
 NE0778.The geoid height was determined by GEOID03.
 NE0778
 NE0778.The dynamic height is computed by dividing the NAVD 88
 NE0778.geopotential number by the normal gravity value computed on the
 NE0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0778.degrees latitude (g = 980.6199 gals.).
 NE0778
 NE0778.The modeled gravity was interpolated from observed gravity values.
 NE0778.The observed gravity was obtained from relative gravimeter ties
 NE0778.to the IGSN71 gravity network.
 NE0778
 NE0778;                    North         East    Units  Estimated Accuracy
 NE0778;SPC MI S     -   161,420.    4,043,650.      MT  (+/- 180 meters Scaled)
 NE0778
 NE0778                          SUPERSEDED SURVEY CONTROL
 NE0778
 NE0778  NGVD 29 (??/??/92)  236.522  (m)          775.99   (f) ADJ UNCH    2 0
 NE0778
 NE0778.Superseded values are not recommended for survey control.
 NE0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0778.See file dsdata.txt to determine how the superseded data were derived.
 NE0778
 NE0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH690593(NAD 83)
 NE0778_MARKER: B = BOLT
 NE0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0778_STAMPING: 261 1/2
 NE0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0778+STABILITY: SURFACE MOTION
 NE0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0778+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 NE0778
 NE0778  HISTORY     - Date     Condition        Report By
 NE0778  HISTORY     - UNK      MONUMENTED       CGS
 NE0778  HISTORY     - 1959     GOOD             NGS
 NE0778  HISTORY     - 20040512 GOOD             WILCOX
 NE0778  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0778
 NE0778                          STATION DESCRIPTION
 NE0778
 NE0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NE0778'AT SWARTZ CREEK.
 NE0778'AT SWARTZ CREEK, GENESEE COUNTY, 100 YARDS EAST OF THE GRAND
 NE0778'TRUNK WESTERN RAILWAY STATION, 40 YARDS EAST OF THE CROSSING
 NE0778'OF A CONCRETE ROAD, 37 YARDS NORTHEAST OF THE NORTHWEST CORNER
 NE0778'OF THE W.D. JOHNSON LUMBER COMPANY, 14.7 FEET EAST OF THE EAST
 NE0778'SIDE OF AN 18-INCH LOMBARD POPLAR TREE, 40.5 FEET NORTH OF THE
 NE0778'NORTH RAIL OF THE NORTH TRACK, AND 1.9 FEET SOUTH OF THE
 NE0778'RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 261-1/2 AND SET
 NE0778'IN THE TOP OF A CONCRETE POST.
 NE0778
 NE0778                          STATION RECOVERY (2004)
 NE0778
 NE0778'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (GDS)
 NE0778'MARK IS 1' BELOW GRADE AND 1.9 ' S OF A WHITE PICKET FENCE AT THE SW
 NE0778'CORNER OF HSE NO 5181, 150'N OF THE SWARTZ CR GRAIN ELEVATOR AND AND
 NE0778'100'E AND 60' N OF THE INTERSECTION OF THE GT RAILROAD AND MORRISH
 NE0778'ROAD WHICH IS .5 MILES SOUTH OF MILLER RD AT VILLAGE OF SWARTZ CREEK,
 NE0778'MONUMENT STAMPED BM NO 261 1/2
 NE0778
 NE0778                          STATION RECOVERY (2006)
 NE0778
 NE0778'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0778'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0777 ***********************************************************************
 NE0777  DESIGNATION -  262 1/2
 NE0777  PID         -  NE0777
 NE0777  STATE/COUNTY-  MI/GENESEE
 NE0777  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0777
 NE0777                         *CURRENT SURVEY CONTROL
 NE0777  ___________________________________________________________________
 NE0777* NAD 83(1986)-  42 57 27.     (N)    083 48 51.     (W)     SCALED    
 NE0777* NAVD 88     -       235.164  (meters)     771.53   (feet)  ADJUSTED  
 NE0777  ___________________________________________________________________
 NE0777  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NE0777  DYNAMIC HT  -         235.104 (meters)     771.34  (feet)  COMP
 NE0777  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 NE0777
 NE0777  VERT ORDER  -  SECOND    CLASS 0
 NE0777
 NE0777.The horizontal coordinates were scaled from a topographic map and have
 NE0777.an estimated accuracy of +/- 6 seconds.
 NE0777
 NE0777.The orthometric height was determined by differential leveling
 NE0777.and adjusted by the National Geodetic Survey in June 1991..
 NE0777
 NE0777.The geoid height was determined by GEOID03.
 NE0777
 NE0777.The dynamic height is computed by dividing the NAVD 88
 NE0777.geopotential number by the normal gravity value computed on the
 NE0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0777.degrees latitude (g = 980.6199 gals.).
 NE0777
 NE0777.The modeled gravity was interpolated from observed gravity values.
 NE0777
 NE0777;                    North         East    Units  Estimated Accuracy
 NE0777;SPC MI S     -   162,040.    4,045,080.      MT  (+/- 180 meters Scaled)
 NE0777
 NE0777                          SUPERSEDED SURVEY CONTROL
 NE0777
 NE0777  NGVD 29 (??/??/92)  235.306  (m)          772.00   (f) ADJ UNCH    2 0
 NE0777
 NE0777.Superseded values are not recommended for survey control.
 NE0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0777.See file dsdata.txt to determine how the superseded data were derived.
 NE0777
 NE0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH704599(NAD 83)
 NE0777_MARKER: Z = SEE DESCRIPTION
 NE0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0777_STAMPING: 262-1/2
 NE0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0777+STABILITY: SURFACE MOTION
 NE0777
 NE0777  HISTORY     - Date     Condition        Report By
 NE0777  HISTORY     - UNK      MONUMENTED       CGS
 NE0777  HISTORY     - 1959     MARK NOT FOUND   NGS
 NE0777  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0777
 NE0777                          STATION DESCRIPTION
 NE0777
 NE0777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NE0777'1 MI E FROM SWARTZ CREEK.
 NE0777'1.0 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0777'STATION AT SWARTZ CREEK, GENESEE COUNTY, AT THE FLAG STATION
 NE0777'AT MUNDY, 0.5 MILE EAST OF MILEPOST 262, AT A ROAD CROSSING,
 NE0777'100 YARDS WEST OF THE CENTERLINE OF THE ROAD, 25 YARDS WEST
 NE0777'OF THE WEST SWITCH OF A SIDING, AND 27 FEET NORTH OF THE NORTH
 NE0777'RAIL OF THE NORTH TRACK.  A BRASS PLUG, STAMPED 262-1/2 AND SET
 NE0777'IN THE TOP OF A CONCRETE POST.
 NE0777
 NE0777                          STATION RECOVERY (2006)
 NE0777
 NE0777'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0777'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0354 ***********************************************************************
 QJ0354  DESIGNATION -  264 UDP+225
 QJ0354  PID         -  QJ0354
 QJ0354  STATE/COUNTY-  MI/CHIPPEWA
 QJ0354  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0354
 QJ0354                         *CURRENT SURVEY CONTROL
 QJ0354  ___________________________________________________________________
 QJ0354* NAD 83(1994)-  45 58 00.93546(N)    083 54 21.95174(W)     ADJUSTED  
 QJ0354* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QJ0354  ___________________________________________________________________
 QJ0354  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 QJ0354  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0354
 QJ0354  HORZ ORDER  -  SECOND
 QJ0354
 QJ0354.The horizontal coordinates were established by classical geodetic methods
 QJ0354.and adjusted by the National Geodetic Survey in February 1997..
 QJ0354
 QJ0354.The orthometric height was scaled from a topographic map.
 QJ0354
 QJ0354.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0354
 QJ0354.The geoid height was determined by GEOID03.
 QJ0354
 QJ0354;                    North         East     Units Scale Factor Converg.
 QJ0354;SPC MI N     -   136,228.279 8,239,726.141   MT  0.99991819   +2 14 10.5
 QJ0354;SPC MI N     -   446,943.17 27,033,222.25   iFT  0.99991819   +2 14 10.5
 QJ0354;UTM  17      - 5,094,479.754   274,843.239   MT  1.00022327   -2 05 24.6
 QJ0354
 QJ0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0354!SPC MI N     -   0.99997755  x   0.99991819  =   0.99989575
 QJ0354!UTM  17      -   0.99997755  x   1.00022327  =   1.00020082
 QJ0354
 QJ0354                          SUPERSEDED SURVEY CONTROL
 QJ0354
 QJ0354  NAD 83(1986)-  45 58 00.92261(N)    083 54 21.94465(W) AD(       ) 2
 QJ0354
 QJ0354.Superseded values are not recommended for survey control.
 QJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0354.See file dsdata.txt to determine how the superseded data were derived.
 QJ0354
 QJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7484394480(NAD 83)
 QJ0354_MARKER: DS = TRIANGULATION STATION DISK
 QJ0354_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0354+WITH SETTING: INFORMATION.
 QJ0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0354
 QJ0354  HISTORY     - Date     Condition        Report By
 QJ0354  HISTORY     - 1988     MONUMENTED       USE
 QJ0354
 QJ0354                          STATION DESCRIPTION
 QJ0354
 QJ0354'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0354'THE STATION IS LOCATED ABOUT 67.9 KM (42.2 MI) SOUTH-SOUTHEAST OF
 QJ0354'SAULT STE MARIE
 QJ0354'61.2 KM (38.0 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0354'2.9 KM (1.8 MI) SOUTH OF DETOUR VILLAGE
 QJ0354'ON BENNET POINT IN GOVT LOT 1, SEC 10, T41N-R4E.
 QJ0354'OWNERSHIP--SSSS
 QJ0354'
 QJ0354'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0354'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH,
 QJ0354'TRAVEL BY BOAT UPRIVER FOR APPROXIMATELY 10 MINUTES TO A PROMINENT
 QJ0354'POINT ON THE WEST SHORE WHICH IS BENNET POINT, AND THE STATION.
 QJ0354'
 QJ0354'THE STATION IS A STANDARD COE DISK
 QJ0354'STAMPED---UPD+225---,
 QJ0354'SET INTO A COVERED PVC PIPE SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 QJ0354'DRIVEN INTO THE GROUND 4.3 METERS (14 FT) TO THE POINT OF REFUSAL.
 QJ0354'LOCATED 12.2 METERS (40 FT) FROM THE SHORE ON THE NORTH SIDE OF THE
 QJ0354'POINT AND JUST INSIDE THE TREE
 QJ0354'LINE.
 QJ0354'
 QJ0354'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0775 ***********************************************************************
 NE0775  DESIGNATION -  265 1/2
 NE0775  PID         -  NE0775
 NE0775  STATE/COUNTY-  MI/GENESEE
 NE0775  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0775
 NE0775                         *CURRENT SURVEY CONTROL
 NE0775  ___________________________________________________________________
 NE0775* NAD 83(1986)-  42 58 22.     (N)    083 45 29.     (W)     SCALED    
 NE0775* NAVD 88     -       233.194  (meters)     765.07   (feet)  ADJUSTED  
 NE0775  ___________________________________________________________________
 NE0775  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NE0775  DYNAMIC HT  -         233.134 (meters)     764.87  (feet)  COMP
 NE0775  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 NE0775
 NE0775  VERT ORDER  -  SECOND    CLASS 0
 NE0775
 NE0775.The horizontal coordinates were scaled from a topographic map and have
 NE0775.an estimated accuracy of +/- 6 seconds.
 NE0775
 NE0775.The orthometric height was determined by differential leveling
 NE0775.and adjusted by the National Geodetic Survey in June 1991..
 NE0775
 NE0775.The geoid height was determined by GEOID03.
 NE0775
 NE0775.The dynamic height is computed by dividing the NAVD 88
 NE0775.geopotential number by the normal gravity value computed on the
 NE0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0775.degrees latitude (g = 980.6199 gals.).
 NE0775
 NE0775.The modeled gravity was interpolated from observed gravity values.
 NE0775
 NE0775;                    North         East    Units  Estimated Accuracy
 NE0775;SPC MI S     -   163,770.    4,049,640.      MT  (+/- 180 meters Scaled)
 NE0775
 NE0775                          SUPERSEDED SURVEY CONTROL
 NE0775
 NE0775  NGVD 29 (??/??/92)  233.344  (m)          765.56   (f) ADJ UNCH    2 0
 NE0775
 NE0775.Superseded values are not recommended for survey control.
 NE0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0775.See file dsdata.txt to determine how the superseded data were derived.
 NE0775
 NE0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH750614(NAD 83)
 NE0775_MARKER: B = BOLT
 NE0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0775_STAMPING: 265-1/2
 NE0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0775+STABILITY: SURFACE MOTION
 NE0775
 NE0775  HISTORY     - Date     Condition        Report By
 NE0775  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0775  HISTORY     - 1959     GOOD             NGS
 NE0775  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0775
 NE0775                          STATION DESCRIPTION
 NE0775
 NE0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NE0775'1.5 MI W FROM TORREY.
 NE0775'1.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0775'STATION AT TORREY, GENESEE COUNTY, 52 YARDS WEST OF A ROAD
 NE0775'CROSSING, AND 15 YARDS EAST OF THE EAST RAIL OF THE EAST TRACK.
 NE0775'A COPPER BOLT, STAMPED 265-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0775'POST.
 NE0775
 NE0775                          STATION RECOVERY (2005)
 NE0775
 NE0775'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0775'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0349 ***********************************************************************
 QJ0349  DESIGNATION -  266 R A UDP+267
 QJ0349  PID         -  QJ0349
 QJ0349  STATE/COUNTY-  MI/CHIPPEWA
 QJ0349  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0349
 QJ0349                         *CURRENT SURVEY CONTROL
 QJ0349  ___________________________________________________________________
 QJ0349* NAD 83(1994)-  45 57 31.87744(N)    083 54 36.17319(W)     ADJUSTED  
 QJ0349* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 QJ0349  ___________________________________________________________________
 QJ0349  X           -     471,219.304 (meters)                     COMP
 QJ0349  Y           -  -4,416,640.369 (meters)                     COMP
 QJ0349  Z           -   4,562,170.921 (meters)                     COMP
 QJ0349  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 QJ0349  ELLIP HEIGHT-         141.14  (meters)          (02/03/97) GPS OBS
 QJ0349  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0349
 QJ0349  HORZ ORDER  -  FIRST
 QJ0349  ELLP ORDER  -  FOURTH    CLASS I
 QJ0349
 QJ0349.The horizontal coordinates were established by GPS observations
 QJ0349.and adjusted by the National Geodetic Survey in February 1997..
 QJ0349
 QJ0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0349
 QJ0349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0349
 QJ0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0349
 QJ0349.The ellipsoidal height was determined by GPS observations
 QJ0349.and is referenced to NAD 83.
 QJ0349
 QJ0349.The geoid height was determined by GEOID03.
 QJ0349
 QJ0349;                    North         East     Units Scale Factor Converg.
 QJ0349;SPC MI N     -   135,319.923 8,239,455.166   MT  0.99991898   +2 14 00.2
 QJ0349;SPC MI N     -   443,963.00 27,032,333.22   iFT  0.99991898   +2 14 00.2
 QJ0349;UTM  17      - 5,093,594.157   274,504.410   MT  1.00022515   -2 05 33.9
 QJ0349
 QJ0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0349!SPC MI N     -   0.99997787  x   0.99991898  =   0.99989686
 QJ0349!UTM  17      -   0.99997787  x   1.00022515  =   1.00020302
 QJ0349
 QJ0349                          SUPERSEDED SURVEY CONTROL
 QJ0349
 QJ0349  NAD 83(1986)-  45 57 31.86445(N)    083 54 36.16612(W) AD(       ) 1
 QJ0349  NGVD 29 (05/22/90)  177.9    (m)          584.     (f) GPS OBS        
 QJ0349
 QJ0349.Superseded values are not recommended for survey control.
 QJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0349.See file dsdata.txt to determine how the superseded data were derived.
 QJ0349
 QJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7450493594(NAD 83)
 QJ0349_MARKER: DS = TRIANGULATION STATION DISK
 QJ0349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0349+WITH SETTING: INFORMATION.
 QJ0349_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0349+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0349
 QJ0349  HISTORY     - Date     Condition        Report By
 QJ0349  HISTORY     - 1988     MONUMENTED       USE
 QJ0349
 QJ0349                          STATION DESCRIPTION
 QJ0349
 QJ0349'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0349'THE STATION IS LOCATED ABOUT 68.6 KM (42.6 MI) SOUTH-SOUTHEAST OF
 QJ0349'SAULT STE MARIE
 QJ0349'61.5 KM (38.2 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0349'4.2 KM (2.6 MI) SOUTH OF DETOUR VILLAGE
 QJ0349'IN GOVT LOT 3, SEC 10, T41N-R4E.
 QJ0349'OWNERSHIP--NICHOLAS S. NOLES
 QJ0349'
 QJ0349'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0349'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT
 QJ0349'LAUNCH, TRAVEL BY BOAT DOWNRIVER APPROXIMATELY 10 MINUTES
 QJ0349'TO POINT DETOUR AND THE STATION.
 QJ0349'
 QJ0349'THE STATION IS A STANDARD COE DISK
 QJ0349'STAMPED---UDP+267---,
 QJ0349'SET INTO A BELOW GRADE COVERED CASING AND ATTACHED TO AN ALUMINUM
 QJ0349'ROD DRIVEN 3.7 METERS (12 FT) TO THE POINT OF REFUSAL, LOCATED
 QJ0349'396 METERS (1300 FT) UP THE SHORELINE FROM THE OLD LIGHTHOUSE AT
 QJ0349'POINT DETOUR.
 QJ0349'
 QJ0349'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0362 ***********************************************************************
 NE0362  DESIGNATION -  27 1/2
 NE0362  PID         -  NE0362
 NE0362  STATE/COUNTY-  MI/OAKLAND
 NE0362  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0362
 NE0362                         *CURRENT SURVEY CONTROL
 NE0362  ___________________________________________________________________
 NE0362* NAD 83(1986)-  42 39 03.     (N)    083 18 51.     (W)     SCALED    
 NE0362* NAVD 88     -       285.029  (meters)     935.13   (feet)  ADJUSTED  
 NE0362  ___________________________________________________________________
 NE0362  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE0362  DYNAMIC HT  -         284.944 (meters)     934.85  (feet)  COMP
 NE0362  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 NE0362
 NE0362  VERT ORDER  -  SECOND    CLASS 0
 NE0362
 NE0362.The horizontal coordinates were scaled from a topographic map and have
 NE0362.an estimated accuracy of +/- 6 seconds.
 NE0362
 NE0362.The orthometric height was determined by differential leveling
 NE0362.and adjusted by the National Geodetic Survey in June 1991..
 NE0362
 NE0362.The geoid height was determined by GEOID03.
 NE0362
 NE0362.The dynamic height is computed by dividing the NAVD 88
 NE0362.geopotential number by the normal gravity value computed on the
 NE0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0362.degrees latitude (g = 980.6199 gals.).
 NE0362
 NE0362.The modeled gravity was interpolated from observed gravity values.
 NE0362
 NE0362;                    North         East    Units  Estimated Accuracy
 NE0362;SPC MI S     -   128,370.    4,086,300.      MT  (+/- 180 meters Scaled)
 NE0362
 NE0362                          SUPERSEDED SURVEY CONTROL
 NE0362
 NE0362  NGVD 29 (??/??/92)  285.146  (m)          935.52   (f) ADJ UNCH    2 0
 NE0362
 NE0362.Superseded values are not recommended for survey control.
 NE0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0362.See file dsdata.txt to determine how the superseded data were derived.
 NE0362
 NE0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH103246(NAD 83)
 NE0362_MARKER: B = BOLT
 NE0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0362_STAMPING: 27-1/2
 NE0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0362+STABILITY: SURFACE MOTION
 NE0362
 NE0362  HISTORY     - Date     Condition        Report By
 NE0362  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0362  HISTORY     - 1938     GOOD             NGS
 NE0362  HISTORY     - 20060308 MARK NOT FOUND   INDIV
 NE0362
 NE0362                          STATION DESCRIPTION
 NE0362
 NE0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0362'1.2 MI NW FROM PONTIAC.
 NE0362'1.2 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0362'THE STATION AT PONTIAC, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0362'MILEPOST D 27, 0.3 MILE NORTHWEST OF A ROAD CROSSING, 37.9 FEET
 NE0362'SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, 1.1 FEET
 NE0362'NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 7 FEET LOWER
 NE0362'THAN THE RAIL.  A COPPER BOLT, STAMPED 27-1/2 AND SET IN THE
 NE0362'TOP OF A CONCRETE POST.
 NE0362
 NE0362                          STATION RECOVERY (2006)
 NE0362
 NE0362'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0955 ***********************************************************************
 NF0955  DESIGNATION -  27 A
 NF0955  PID         -  NF0955
 NF0955  STATE/COUNTY-  MI/ALLEGAN
 NF0955  USGS QUAD   -  MARTIN (1982)
 NF0955
 NF0955                         *CURRENT SURVEY CONTROL
 NF0955  ___________________________________________________________________
 NF0955* NAD 83(1986)-  42 32 13.     (N)    085 40 56.     (W)     SCALED    
 NF0955* NAVD 88     -       255.151  (meters)     837.11   (feet)  ADJUSTED  
 NF0955  ___________________________________________________________________
 NF0955  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF0955  DYNAMIC HT  -         255.079 (meters)     836.87  (feet)  COMP
 NF0955  MODELED GRAV-     980,332.9   (mgal)                       NAVD 88
 NF0955
 NF0955  VERT ORDER  -  SECOND    CLASS 0
 NF0955
 NF0955.The horizontal coordinates were scaled from a topographic map and have
 NF0955.an estimated accuracy of +/- 6 seconds.
 NF0955
 NF0955.The orthometric height was determined by differential leveling
 NF0955.and adjusted by the National Geodetic Survey in June 1991..
 NF0955
 NF0955.The geoid height was determined by GEOID03.
 NF0955
 NF0955.The dynamic height is computed by dividing the NAVD 88
 NF0955.geopotential number by the normal gravity value computed on the
 NF0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0955.degrees latitude (g = 980.6199 gals.).
 NF0955
 NF0955.The modeled gravity was interpolated from observed gravity values.
 NF0955
 NF0955;                    North         East    Units  Estimated Accuracy
 NF0955;SPC MI S     -   116,030.    3,891,940.      MT  (+/- 180 meters Scaled)
 NF0955
 NF0955                          SUPERSEDED SURVEY CONTROL
 NF0955
 NF0955  NGVD 29 (??/??/92)  255.281  (m)          837.53   (f) ADJ UNCH    2 0
 NF0955
 NF0955.Superseded values are not recommended for survey control.
 NF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0955.See file dsdata.txt to determine how the superseded data were derived.
 NF0955
 NF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN082102(NAD 83)
 NF0955_MARKER: DD = SURVEY DISK
 NF0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0955_STAMPING: MICH 27 A 1929
 NF0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0955+STABILITY: SURFACE MOTION
 NF0955
 NF0955  HISTORY     - Date     Condition        Report By
 NF0955  HISTORY     - 1929     MONUMENTED       USGS
 NF0955  HISTORY     - 1948     GOOD             NGS
 NF0955  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0955
 NF0955                          STATION DESCRIPTION
 NF0955
 NF0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0955'2.4 MI W FROM MARTIN.
 NF0955'2.4 MILES WEST ALONG STATE HIGHWAY 118 FROM THE JUNCTION OF U.S.
 NF0955'HIGHWAY 131 AT MARTIN, ABOUT 1.05 MILES EAST OF WATSON CROSSROADS,
 NF0955'AT A TURN IN THE HIGHWAY WITH TANGENTS LEADING SOUTH AND WEST AND
 NF0955'THE JUNCTION OF A ROAD LEADING NORTH, 22 FEET EAST OF THE CENTER
 NF0955'LINE OF THE SOUTH TANGENT OF THE HIGHWAY, ABOUT IN LINE WITH THE
 NF0955'WEST TANGENT OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF AN ANGLE IRON
 NF0955'FENCE CORNER POST, 2.5 FEET NORTH-NORTHWEST OF A 14-INCH ELM TREE,
 NF0955'1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NF0955'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NF0955
 NF0955                          STATION RECOVERY (1997)
 NF0955
 NF0955'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0955'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0149 ***********************************************************************
 RK0149  DESIGNATION -  27 A
 RK0149  PID         -  RK0149
 RK0149  STATE/COUNTY-  MI/MARQUETTE
 RK0149  USGS QUAD   -  GWINN (1975)
 RK0149
 RK0149                         *CURRENT SURVEY CONTROL
 RK0149  ___________________________________________________________________
 RK0149* NAD 83(1994)-  46 16 38.82769(N)    087 23 44.88564(W)     ADJUSTED  
 RK0149* NAVD 88     -       342.31   (+/-2cm)    1123.1    (feet)  VERTCON   
 RK0149  ___________________________________________________________________
 RK0149  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 RK0149  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 RK0149
 RK0149  HORZ ORDER  -  SECOND
 RK0149  VERT ORDER  -  THIRD ? (See Below)
 RK0149
 RK0149.The horizontal coordinates were established by classical geodetic methods
 RK0149.and adjusted by the National Geodetic Survey in February 1997..
 RK0149
 RK0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0149.The vertical order pertains to the NGVD 29 superseded value.
 RK0149
 RK0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0149
 RK0149.The geoid height was determined by GEOID03.
 RK0149
 RK0149;                    North         East     Units Scale Factor Converg.
 RK0149;SPC MI N     -   166,138.509 7,969,496.604   MT  0.99990284   -0 17 09.9
 RK0149;SPC MI N     -   545,073.85 26,146,642.40   iFT  0.99990284   -0 17 09.9
 RK0149;UTM  16      - 5,124,951.199   469,505.726   MT  0.99961143   -0 17 09.8
 RK0149
 RK0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0149!SPC MI N     -   0.99995173  x   0.99990284  =   0.99985458
 RK0149!UTM  16      -   0.99995173  x   0.99961143  =   0.99956318
 RK0149
 RK0149                          SUPERSEDED SURVEY CONTROL
 RK0149
 RK0149  NAD 83(1986)-  46 16 38.82212(N)    087 23 44.88255(W) AD(       ) 2
 RK0149  NAD 27      -  46 16 39.02000(N)    087 23 44.38300(W) AD(       ) 2
 RK0149  NGVD 29 (07/19/86)  342.17   (m)         1122.6    (f) LEVELING    3  
 RK0149
 RK0149.Superseded values are not recommended for survey control.
 RK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0149.See file dsdata.txt to determine how the superseded data were derived.
 RK0149
 RK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6950624951(NAD 83)
 RK0149_MARKER: DD = SURVEY DISK
 RK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0149_STAMPING: 1934 27 A
 RK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0149+STABILITY: SURFACE MOTION
 RK0149
 RK0149  HISTORY     - Date     Condition        Report By
 RK0149  HISTORY     - 1955     MONUMENTED       MIGS
 RK0149  HISTORY     - 1955     GOOD             NGS
 RK0149  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 RK0149
 RK0149                          STATION DESCRIPTION
 RK0149
 RK0149'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1955 (NET)
 RK0149'THE STATION IS LOCATED ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF
 RK0149'STATE HIGHWAY 35 AND MARQUETTE COUNTY HIGHWAY 553 WHICH IS
 RK0149'APPROXIMATELY 3 MILES WEST OF LITTLE LAKES AND 2 MILES EAST OF
 RK0149'GWINN.  IT IS IN SECTION 23, T.45N., R.25W., ON OR NEAR THE
 RK0149'RIGHT-OF-WAY OF THE LAKE SUPERIOR AND ISHPEMING RAILROAD.
 RK0149'
 RK0149'A MICHIGAN GEODETIC SURVEY DISK STAMPED 1934 27 A IS SET IN A
 RK0149'CONCRETE MONUMENT WHICH PROJECTS 10 INCHES, IS 19 FEET NORTH OF THE
 RK0149'NORTH RAIL OF THE RAILROAD TRACKS, 8 FEET WEST OF A TELEPHONE POLE
 RK0149'AND ABOUT 2 FEET LOWER THAN THE STATION MARK.  THIS MARK WAS USED
 RK0149'AS THE SECOND REFERENCE MARK.
 RK0149'
 RK0149'HEIGHT OF LIGHT ABOVE MARK 23 METERS.
 RK0149
 RK0149                          STATION RECOVERY (1955)
 RK0149
 RK0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 RK0149'2 MI E FROM GWINN.
 RK0149'2 MILES EAST ALONG THE LAKE SUPERIOR AND ISHPEMING RAILROAD
 RK0149'FROM GWINN, MARQUETTE COUNTY, NORTH OF THE MAIN TRACK, 69 FEET
 RK0149'WEST OF A SWITCH POINT, 65.5 FEET NORTHWEST OF A
 RK0149'POWER-TRANSMISSION LINE POLE, 8.5 FEET SOUTHWEST OF POLE 29,
 RK0149'AND IN LINE WITH THE ROW OF POLES, 250 FEET WEST OF T ROAD
 RK0149'NORTH 30 FEET NORTH OF RAILROAD.  A STATE SURVEY STANDARD DISK,
 RK0149'STAMPED 27 A 1934 AND SET IN THE TOP OF A CONCRETE POST
 RK0149'PROJECTING 6 INCHES ABOVE GROUND.
 RK0149
 RK0149                          STATION RECOVERY (1995)
 RK0149
 RK0149'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0187 ***********************************************************************
 RK0187  DESIGNATION -  27 X
 RK0187  PID         -  RK0187
 RK0187  STATE/COUNTY-  MI/MARQUETTE
 RK0187  USGS QUAD   -  ARNOLD (1989)
 RK0187
 RK0187                         *CURRENT SURVEY CONTROL
 RK0187  ___________________________________________________________________
 RK0187* NAD 83(1994)-  46 00 25.65007(N)    087 23 26.77015(W)     ADJUSTED  
 RK0187* NAVD 88     -       307.42   (+/-2cm)    1008.6    (feet)  VERTCON   
 RK0187  ___________________________________________________________________
 RK0187  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 RK0187  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 RK0187
 RK0187  HORZ ORDER  -  SECOND
 RK0187  VERT ORDER  -  THIRD ? (See Below)
 RK0187
 RK0187.The horizontal coordinates were established by classical geodetic methods
 RK0187.and adjusted by the National Geodetic Survey in February 1997..
 RK0187
 RK0187.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0187.The vertical order pertains to the NGVD 29 superseded value.
 RK0187
 RK0187.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0187
 RK0187.The geoid height was determined by GEOID03.
 RK0187
 RK0187;                    North         East     Units Scale Factor Converg.
 RK0187;SPC MI N     -   136,091.782 7,969,736.301   MT  0.99991456   -0 16 56.8
 RK0187;SPC MI N     -   446,495.35 26,147,428.81   iFT  0.99991456   -0 16 56.8
 RK0187;UTM  16      - 5,094,913.355   469,745.706   MT  0.99961125   -0 16 52.1
 RK0187
 RK0187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0187!SPC MI N     -   0.99995724  x   0.99991456  =   0.99987180
 RK0187!UTM  16      -   0.99995724  x   0.99961125  =   0.99956850
 RK0187
 RK0187                          SUPERSEDED SURVEY CONTROL
 RK0187
 RK0187  NAD 83(1986)-  46 00 25.64702(N)    087 23 26.76698(W) AD(       ) 2
 RK0187  NAD 27      -  46 00 25.80400(N)    087 23 26.28500(W) AD(       ) 2
 RK0187  NGVD 29 (07/19/86)  307.40   (m)         1008.5    (f) LEVELING    3  
 RK0187
 RK0187.Superseded values are not recommended for survey control.
 RK0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0187.See file dsdata.txt to determine how the superseded data were derived.
 RK0187
 RK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6974694913(NAD 83)
 RK0187_MARKER: DD = SURVEY DISK
 RK0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0187_STAMPING: 27 X 1934
 RK0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0187+STABILITY: SURFACE MOTION
 RK0187
 RK0187  HISTORY     - Date     Condition        Report By
 RK0187  HISTORY     - 1934     MONUMENTED       MIGS
 RK0187  HISTORY     - 1954     GOOD             MIGS
 RK0187
 RK0187                          STATION DESCRIPTION
 RK0187
 RK0187'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RK0187'1.5 MI SE FROM MIETTE.
 RK0187'1.5 MILES SOUTHEAST ALONG THE ESCANABA AND LAKE SUPERIOR RAILROAD
 RK0187'FROM WATSON, MARQUETTE COUNTY, 118 FEET SOUTHWEST OF THE CENTERLINE
 RK0187'OF THE TRACK, AT MIETTE, UNDER THE FIRE TOWER, AT THE NORTH AND
 RK0187'SOUTH CENTERLINE, AND 1 FOOT SOUTH OF THE EAST AND WEST
 RK0187'CENTERLINE.  A STATE SURVEY STANDARD DISK, STAMPED 27 X 1934
 RK0187'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RK0187'GROUND.
 RK0187
 RK0187                          STATION RECOVERY (1954)
 RK0187
 RK0187'RECOVERY NOTE BY MICHIGAN GEODETIC SURVEY 1954 (DAJ)
 RK0187'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF THE SMALL VILLAGE OF
 RK0187'CORNELL AND 1 MILE SOUTHEAST OF THE SMALL VILLAGE OF WATSON.
 RK0187'STATION IS SET AT THE SOUTH EDGE OF A GROUP OF SMALL PINE TREES, 25
 RK0187'FEET NORTHWEST OF A WITNESS POST, 40-1/2 FEET NORTH OF AN 18
 RK0187'INCH SPRUCE TREE, AND IN THE APPROXIMATE CENTER OF FOUR STEEL LEGS
 RK0187'APPARENTLY USED AS BASE FOR LOOKOUT TOWER.
 RK0187'
 RK0187'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION WATSON, AND
 RK0187'THE DISTANCE IS 4.200 METERS OR 13.78 FEET.
 RK0187'
 RK0187'TO REACH FROM THE POST OFFICE IN CORNELL, GO NORTH FOR 0.1 MILE TO
 RK0187'FORKS.  KEEP LEFT FORK ON COUNTY ROAD NO. 426 FOR 8.6 MILES TO
 RK0187'RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE NORTHWESTERLY FOR 2.7
 RK0187'MILES TO FARM BUILDINGS ON RIGHT.  TURN LEFT ON TRACK ROAD, CROSS
 RK0187'RAILROAD TRACKS AND CONTINUE 0.1 MILE TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0382 ***********************************************************************
 OJ0382  DESIGNATION -  271 1/2
 OJ0382  PID         -  OJ0382
 OJ0382  STATE/COUNTY-  MI/GENESEE
 OJ0382  USGS QUAD   -  FLINT NORTH (1975)
 OJ0382
 OJ0382                         *CURRENT SURVEY CONTROL
 OJ0382  ___________________________________________________________________
 OJ0382* NAD 83(1986)-  43 00 51.     (N)    083 39 17.     (W)     SCALED    
 OJ0382* NAVD 88     -       229.235  (meters)     752.08   (feet)  ADJUSTED  
 OJ0382  ___________________________________________________________________
 OJ0382  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 OJ0382  DYNAMIC HT  -         229.175 (meters)     751.88  (feet)  COMP
 OJ0382  MODELED GRAV-     980,356.0   (mgal)                       NAVD 88
 OJ0382
 OJ0382  VERT ORDER  -  SECOND    CLASS 0
 OJ0382
 OJ0382.The horizontal coordinates were scaled from a topographic map and have
 OJ0382.an estimated accuracy of +/- 6 seconds.
 OJ0382
 OJ0382.The orthometric height was determined by differential leveling
 OJ0382.and adjusted by the National Geodetic Survey in June 1991..
 OJ0382
 OJ0382.The geoid height was determined by GEOID03.
 OJ0382
 OJ0382.The dynamic height is computed by dividing the NAVD 88
 OJ0382.geopotential number by the normal gravity value computed on the
 OJ0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0382.degrees latitude (g = 980.6199 gals.).
 OJ0382
 OJ0382.The modeled gravity was interpolated from observed gravity values.
 OJ0382
 OJ0382;                    North         East    Units  Estimated Accuracy
 OJ0382;SPC MI S     -   168,440.    4,058,030.      MT  (+/- 180 meters Scaled)
 OJ0382
 OJ0382                          SUPERSEDED SURVEY CONTROL
 OJ0382
 OJ0382  NGVD 29 (??/??/92)  229.387  (m)          752.58   (f) ADJ UNCH    2 0
 OJ0382
 OJ0382.Superseded values are not recommended for survey control.
 OJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0382.See file dsdata.txt to determine how the superseded data were derived.
 OJ0382
 OJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH836658(NAD 83)
 OJ0382_MARKER: B = BOLT
 OJ0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0382_STAMPING: 271-1/2
 OJ0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0382+STABILITY: SURFACE MOTION
 OJ0382
 OJ0382  HISTORY     - Date     Condition        Report By
 OJ0382  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0382  HISTORY     - 1934     GOOD             NGS
 OJ0382  HISTORY     - 1967     MARK NOT FOUND   USGS
 OJ0382  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 OJ0382
 OJ0382                          STATION DESCRIPTION
 OJ0382
 OJ0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0382'1.5 MI E FROM FLINT.
 OJ0382'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0382'STATION AT FLINT, GENESEE COUNTY, 515 YARDS WEST OF THE CROSSING
 OJ0382'OF THE CHESAPEAKE AND OHIO RAILWAY, 20 YARDS WEST OF THE WEST
 OJ0382'CURB OF STATE HIGHWAY 10, 42 FEET NORTH OF THE NORTH RAIL OF THE
 OJ0382'NORTH TRACK, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 OJ0382'BOLT, STAMPED 271-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0382
 OJ0382                          STATION RECOVERY (1967)
 OJ0382
 OJ0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OJ0382'MARK NOT FOUND.
 OJ0382
 OJ0382                          STATION RECOVERY (2005)
 OJ0382
 OJ0382'RECOVERY NOTE BY US POWER SQUADRON 2005
 OJ0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0377 ***********************************************************************
 OJ0377  DESIGNATION -  279 1/2
 OJ0377  PID         -  OJ0377
 OJ0377  STATE/COUNTY-  MI/GENESEE
 OJ0377  USGS QUAD   -  DAVISON (1975)
 OJ0377
 OJ0377                         *CURRENT SURVEY CONTROL
 OJ0377  ___________________________________________________________________
 OJ0377* NAD 83(1986)-  43 01 51.     (N)    083 30 40.     (W)     SCALED    
 OJ0377* NAVD 88     -       239.097  (meters)     784.44   (feet)  ADJUSTED  
 OJ0377  ___________________________________________________________________
 OJ0377  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OJ0377  DYNAMIC HT  -         239.034 (meters)     784.23  (feet)  COMP
 OJ0377  MODELED GRAV-     980,349.7   (mgal)                       NAVD 88
 OJ0377
 OJ0377  VERT ORDER  -  SECOND    CLASS 0
 OJ0377
 OJ0377.The horizontal coordinates were scaled from a topographic map and have
 OJ0377.an estimated accuracy of +/- 6 seconds.
 OJ0377
 OJ0377.The orthometric height was determined by differential leveling
 OJ0377.and adjusted by the National Geodetic Survey in June 1991..
 OJ0377
 OJ0377.The geoid height was determined by GEOID03.
 OJ0377
 OJ0377.The dynamic height is computed by dividing the NAVD 88
 OJ0377.geopotential number by the normal gravity value computed on the
 OJ0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0377.degrees latitude (g = 980.6199 gals.).
 OJ0377
 OJ0377.The modeled gravity was interpolated from observed gravity values.
 OJ0377
 OJ0377;                    North         East    Units  Estimated Accuracy
 OJ0377;SPC MI S     -   170,400.    4,069,720.      MT  (+/- 180 meters Scaled)
 OJ0377
 OJ0377                          SUPERSEDED SURVEY CONTROL
 OJ0377
 OJ0377  NGVD 29 (??/??/92)  239.248  (m)          784.93   (f) ADJ UNCH    2 0
 OJ0377
 OJ0377.Superseded values are not recommended for survey control.
 OJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0377.See file dsdata.txt to determine how the superseded data were derived.
 OJ0377
 OJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH954672(NAD 83)
 OJ0377_MARKER: B = BOLT
 OJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0377+STABILITY: SURFACE MOTION
 OJ0377
 OJ0377  HISTORY     - Date     Condition        Report By
 OJ0377  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0377  HISTORY     - 1934     GOOD             NGS
 OJ0377
 OJ0377                          STATION DESCRIPTION
 OJ0377
 OJ0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0377'0.3 MI E FROM DAVIDSON.
 OJ0377'0.3 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0377'STATION AT DAVIDSON, GENESEE COUNTY, 0.5 MILES EAST OF MILEPOST
 OJ0377'279, 350 YARDS EAST OF THE SECTION HOUSE, 14 YARDS NORTH OF THE
 OJ0377'NORTH RAIL, 1.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 6 FEET
 OJ0377'LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, SET IN THE TOP
 OJ0377'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0057 ***********************************************************************
 PL0057  DESIGNATION -  28
 PL0057  PID         -  PL0057
 PL0057  STATE/COUNTY-  MI/OGEMAW
 PL0057  USGS QUAD   -  DAMON (1965)
 PL0057
 PL0057                         *CURRENT SURVEY CONTROL
 PL0057  ___________________________________________________________________
 PL0057* NAD 83(1986)-  44 29 36.     (N)    084 07 40.     (W)     SCALED    
 PL0057* NAVD 88     -       411.543  (meters)    1350.20   (feet)  ADJUSTED  
 PL0057  ___________________________________________________________________
 PL0057  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0057  DYNAMIC HT  -         411.480 (meters)    1350.00  (feet)  COMP
 PL0057  MODELED GRAV-     980,452.4   (mgal)                       NAVD 88
 PL0057
 PL0057  VERT ORDER  -  SECOND    CLASS 0
 PL0057
 PL0057.The horizontal coordinates were scaled from a topographic map and have
 PL0057.an estimated accuracy of +/- 6 seconds.
 PL0057
 PL0057.The orthometric height was determined by differential leveling
 PL0057.and adjusted by the National Geodetic Survey in June 1991..
 PL0057
 PL0057.The geoid height was determined by GEOID03.
 PL0057
 PL0057.The dynamic height is computed by dividing the NAVD 88
 PL0057.geopotential number by the normal gravity value computed on the
 PL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0057.degrees latitude (g = 980.6199 gals.).
 PL0057
 PL0057.The modeled gravity was interpolated from observed gravity values.
 PL0057
 PL0057;                    North         East    Units  Estimated Accuracy
 PL0057;SPC MI C     -   130,780.    6,019,000.      MT  (+/- 180 meters Scaled)
 PL0057
 PL0057                          SUPERSEDED SURVEY CONTROL
 PL0057
 PL0057  NGVD 29 (??/??/92)  411.673  (m)         1350.63   (f) ADJ UNCH    2 0
 PL0057
 PL0057.Superseded values are not recommended for survey control.
 PL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0057.See file dsdata.txt to determine how the superseded data were derived.
 PL0057
 PL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ283306(NAD 83)
 PL0057_MARKER: N = NAIL
 PL0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0057_SP_SET: OAK TREE
 PL0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0057
 PL0057  HISTORY     - Date     Condition        Report By
 PL0057  HISTORY     - UNK      MONUMENTED       MIDH
 PL0057  HISTORY     - 1934     GOOD             NGS
 PL0057
 PL0057                          STATION DESCRIPTION
 PL0057
 PL0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0057'5.4 MI N FROM ROSE CITY.
 PL0057'5.4 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0057'ROSE CITY, OGEMAW COUNTY, 130 FEET EAST OF A SERVICE STATION
 PL0057'AT THE TOP OF A HILL, 60 FEET EAST OF THE CENTERLINE OF THE
 PL0057'HIGHWAY, AND IN THE ROOT OF A 14-INCH OAK TREE.  A MICHIGAN
 PL0057'STATE HIGHWAY DEPARTMENT STANDARD NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1543 ***********************************************************************
 RL1543  DESIGNATION -  28 00 USE
 RL1543  PID         -  RL1543
 RL1543  STATE/COUNTY-  MI/HOUGHTON
 RL1543  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1543
 RL1543                         *CURRENT SURVEY CONTROL
 RL1543  ___________________________________________________________________
 RL1543* NAD 83(1994)-  46 58 34.88075(N)    088 25 58.45994(W)     ADJUSTED  
 RL1543* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RL1543  ___________________________________________________________________
 RL1543  LAPLACE CORR-         -11.42  (seconds)                    DEFLEC99
 RL1543  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 RL1543
 RL1543  HORZ ORDER  -  THIRD
 RL1543
 RL1543.The horizontal coordinates were established by classical geodetic methods
 RL1543.and adjusted by the National Geodetic Survey in February 1997..
 RL1543
 RL1543.The orthometric height was scaled from a topographic map.
 RL1543
 RL1543.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1543
 RL1543.The geoid height was determined by GEOID03.
 RL1543
 RL1543;                    North         East     Units Scale Factor Converg.
 RL1543;SPC MI N     -   244,734.651 7,890,979.464   MT  0.99997565   -1 02 08.5
 RL1543;SPC MI N     -   802,935.21 25,889,040.24   iFT  0.99997565   -1 02 08.5
 RL1543;UTM  16      - 5,203,533.020   391,015.250   MT  0.99974598   -1 02 51.6
 RL1543
 RL1543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1543!SPC MI N     -   0.99997662  x   0.99997565  =   0.99995227
 RL1543!UTM  16      -   0.99997662  x   0.99974598  =   0.99972260
 RL1543
 RL1543:                Primary Azimuth Mark                     Grid Az
 RL1543:SPC MI N     -  KEWEENAW WATERWAY LIGHTHOUSE             171 49 22.0
 RL1543:UTM  16      -  KEWEENAW WATERWAY LIGHTHOUSE             171 50 05.1
 RL1543
 RL1543|---------------------------------------------------------------------|
 RL1543| PID    Reference Object                     Distance      Geod. Az  |
 RL1543|                                                           dddmmss.s |
 RL1543| RL1536 KEWEENAW WATERWAY LIGHTHOUSE        APPROX. 0.8 KM 1704713.5 |
 RL1543| RL1544 96 USE                              242.014 METERS 35120     |
 RL1543|---------------------------------------------------------------------|
 RL1543
 RL1543                          SUPERSEDED SURVEY CONTROL
 RL1543
 RL1543  NAD 83(1986)-  46 58 34.87338(N)    088 25 58.43818(W) AD(       ) 3
 RL1543  NAD 27      -  46 58 35.12977(N)    088 25 57.99597(W) AD(       ) 3
 RL1543
 RL1543.Superseded values are not recommended for survey control.
 RL1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1543.See file dsdata.txt to determine how the superseded data were derived.
 RL1543
 RL1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9101503533(NAD 83)
 RL1543_MARKER: DD = SURVEY DISK
 RL1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1543+STABILITY: SURFACE MOTION
 RL1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1543+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 RL1543
 RL1543  HISTORY     - Date     Condition        Report By
 RL1543  HISTORY     - 1981     MONUMENTED       NOS
 RL1543  HISTORY     - 20030617 GOOD             GEOCAC
 RL1543
 RL1543                          STATION DESCRIPTION
 RL1543
 RL1543'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1543'THE STATION IS LOCATED ON THE DOCKLINE, SOUTH TOWARD THE KEWEENAW
 RL1543'WATERWAY LIGHTHOUSE FROM THE ABANDONED COAST GUARD STATION NEAR
 RL1543'THE EASTERN ENTRANCE TO THE KEWEENAW WATERWAY.
 RL1543'
 RL1543'TO REACH THE STATION FROM THE JUNCTION OF CALUMET STREET AND 9TH
 RL1543'STREET IN LAKE LINDEN GO EAST AND SOUTH ON 9TH STREET FOR 12.9
 RL1543'KIILOMETERS (8.0 MILES) TO DREAMLAND AND THE JUNCTION WITH THE
 RL1543'SHORELINE ROAD.  CONTINUE ON THE SHORELINE ROAD SOUTH AND
 RL1543'EAST TO THE ABANDONED COAST GUARD STATION AT THE EAST ENTRANCE
 RL1543'TO THE KEWEENAW WATERWAY AND THE DOCKLINE.  WALK ALONG THE
 RL1543'DOCKLINE SOUTH 240 METERS FROM THE ABANDONED PUMPHOUSE, WHICH
 RL1543'IS THE BUILDING NEAREST THE CONCRETE DOCK, TO THE JUNCTION OF
 RL1543'TWO DISTINCT CONCRETE DOCKS AND THE STATION IN THE CENTER AT
 RL1543'THE JUNCTION.
 RL1543'
 RL1543'THE STATION IS A STANDARD USE DISK
 RL1543'STAMPED---28+00---,
 RL1543'CEMENTED FLUSH IN THE CENTER OF THE CONCRETE DOCK WHERE IT
 RL1543'JUNCTIONS WITH THE BREAKWATER.
 RL1543'
 RL1543'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 METERS.
 RL1543
 RL1543                          STATION RECOVERY (2003)
 RL1543
 RL1543'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RL1543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0393 ***********************************************************************
 NE0393  DESIGNATION -  28 1/2
 NE0393  PID         -  NE0393
 NE0393  STATE/COUNTY-  MI/OAKLAND
 NE0393  USGS QUAD   -  ROCHESTER (1981)
 NE0393
 NE0393                         *CURRENT SURVEY CONTROL
 NE0393  ___________________________________________________________________
 NE0393* NAD 83(1994)-  42 39 12.05756(N)    083 09 56.07502(W)     ADJUSTED  
 NE0393* NAVD 88     -       238.372  (meters)     782.06   (feet)  ADJUSTED  
 NE0393  ___________________________________________________________________
 NE0393  X           -     559,097.942 (meters)                     COMP
 NE0393  Y           -  -4,664,896.185 (meters)                     COMP
 NE0393  Z           -   4,299,396.926 (meters)                     COMP
 NE0393  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 NE0393  ELLIP HEIGHT-         204.10  (meters)          (07/17/02) GPS OBS
 NE0393  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NE0393  DYNAMIC HT  -         238.300 (meters)     781.82  (feet)  COMP
 NE0393  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 NE0393
 NE0393  HORZ ORDER  -  FIRST
 NE0393  VERT ORDER  -  SECOND    CLASS 0
 NE0393  ELLP ORDER  -  FOURTH    CLASS I
 NE0393
 NE0393.The horizontal coordinates were established by GPS observations
 NE0393.and adjusted by the National Geodetic Survey in February 1997..
 NE0393
 NE0393.The orthometric height was determined by differential leveling
 NE0393.and adjusted by the National Geodetic Survey in June 1991..
 NE0393
 NE0393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0393
 NE0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0393
 NE0393.The ellipsoidal height was determined by GPS observations
 NE0393.and is referenced to NAD 83.
 NE0393
 NE0393.The geoid height was determined by GEOID03.
 NE0393
 NE0393.The dynamic height is computed by dividing the NAVD 88
 NE0393.geopotential number by the normal gravity value computed on the
 NE0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0393.degrees latitude (g = 980.6199 gals.).
 NE0393
 NE0393.The modeled gravity was interpolated from observed gravity values.
 NE0393
 NE0393;                    North         East     Units Scale Factor Converg.
 NE0393;SPC MI S     -   128,813.295 4,098,475.119   MT  0.99991501   +0 49 02.6
 NE0393;SPC MI S     -   422,615.80 13,446,440.68   iFT  0.99991501   +0 49 02.6
 NE0393;UTM  17      - 4,724,594.464   322,494.872   MT  0.99998766   -1 28 03.7
 NE0393
 NE0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0393!SPC MI S     -   0.99996799  x   0.99991501  =   0.99988300
 NE0393!UTM  17      -   0.99996799  x   0.99998766  =   0.99995565
 NE0393
 NE0393                          SUPERSEDED SURVEY CONTROL
 NE0393
 NE0393  ELLIP H (02/03/97)  204.14   (m)                       GP(       ) 4 1
 NE0393  NAD 83(1986)-  42 39 12.06083(N)    083 09 56.10861(W) AD(       ) 1
 NE0393  NGVD 29 (??/??/92)  238.501  (m)          782.48   (f) ADJ UNCH    2 0
 NE0393
 NE0393.Superseded values are not recommended for survey control.
 NE0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0393.See file dsdata.txt to determine how the superseded data were derived.
 NE0393
 NE0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2249524594(NAD 83)
 NE0393_MARKER: B = BOLT
 NE0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0393_SP_SET: CONCRETE POST
 NE0393_STAMPING: 28-1/2
 NE0393_MARK LOGO: NONE  
 NE0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0393+STABILITY: SURFACE MOTION
 NE0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0393+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 NE0393
 NE0393  HISTORY     - Date     Condition        Report By
 NE0393  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0393  HISTORY     - 1941     GOOD             NGS
 NE0393  HISTORY     - 19910318 GOOD             MIDH
 NE0393  HISTORY     - 19921001 GOOD             LOCENG
 NE0393  HISTORY     - 19941013 GOOD             LOCENG
 NE0393  HISTORY     - 19951013 GOOD             LOCENG
 NE0393  HISTORY     - 19990417 GOOD             USPSQD
 NE0393  HISTORY     - 19991229 GOOD             LOCSUR
 NE0393  HISTORY     - 20010731 GOOD             LOCSUR
 NE0393  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0393  HISTORY     - 20060321 GOOD             INDIV
 NE0393
 NE0393                          STATION DESCRIPTION
 NE0393
 NE0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0393'2.1 MI SW FROM ROCHESTER.
 NE0393'2.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0393'THE STATION AT ROCHESTER, OAKLAND COUNTY, 0.5 MILE EAST OF
 NE0393'MILEPOST 29, 395 YARDS EAST OF A DIRT-ROAD CROSSING, 145 YARDS
 NE0393'EAST OF POWER-TRANSMISSION LINE POLE 301, 12 YARDS NORTH OF THE
 NE0393'NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT
 NE0393'6 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NE0393'28-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0393
 NE0393                          STATION RECOVERY (1991)
 NE0393
 NE0393'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE0393'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHWEST 1/4 OF SECTION
 NE0393'21, T-3-N, R-11-E, AVON TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT 7
 NE0393'MILES EAST OF PONTIAC, 3 MILES SOUTHWEST OF ROCHESTER, 3/4 MILE
 NE0393'NORTHEAST OF THE STATE ROUTE 59 AND CROOKS ROAD INTERCHANGE, 1/2 MILE
 NE0393'NORTHEAST ALONG THE TRACKS FROM THE HAMLIN ROAD-GRAND TRUNK WESTERN
 NE0393'RAILROAD CROSSING, ON THE RAILROAD RIGHT-OF-WAY AND ON THE ROCHESTER
 NE0393'QUADRANGLE MAP.
 NE0393'TO REACH THE STATION FROM THE STATE HIGHWAY 59 AND CROOKS ROAD
 NE0393'INTERCHANGE, GO NORTH ON CROOKS ROAD FOR 0.55 MI (0.89 KM) TO A
 NE0393'T-INTERSECTION ON THE RIGHT (HAMLIN ROAD).  TURN RIGHT ON HAMLIN ROAD
 NE0393'GOING EAST FOR 0.15 MI (0.24 KM) TO THE RAILROAD CROSSING.  CONTINUE
 NE0393'EAST FOR 0.25 MI (0.40 KM) TO THE LETICA CORPORATE HEADQUARTERS ON
 NE0393'THE LEFT.  TURN LEFT INTO DRIVEWAY GOING NORTH FOR 0.1 MI (0.2 KM) TO
 NE0393'THE BACK OF THE FACTORY AND A RAILROAD LOADING DOCK.  THE STATION IS
 NE0393'ABOUT 150 FEET NORTH OF THE DOCK ON THE NORTH SIDE OF THE MAIN TRACKS
 NE0393'AS DESCRIBED.
 NE0393'STATION PROJECTS 25 CM ABOVE THE GROUND.  THE TOP 10 CM OF THE
 NE0393'CONCRETE MONUMENT IS BROKEN OFF, BUT THE COPPER BOLT IS SOLID AND IN
 NE0393'GOOD CONDITION.  IT IS 435 FT (132.6 M) NORTHEAST OF A POWER
 NE0393'TRANSMISSION TOWER NUMBER 301, 222 FT (67.7 M) NORTHEAST OF THE
 NE0393'RAILROAD TRACK SPUR SWITCH, 50 FT (15.2 M) SOUTH OF A CHAIN LINK
 NE0393'FENCE AROUND A TENNIS COURT, 36 FT (11.0 M) NORTH OF THE NORTH RAIL,
 NE0393'27 FT (8.2 M) WEST OF A UTILITY POLE, AND 1.0 FT (0.3 M) SOUTH OF A
 NE0393'METAL WITNESS POST WITH SIGN.
 NE0393
 NE0393                          STATION RECOVERY (1992)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0393'RECOVERED IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1994)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JRC)
 NE0393'TOP OF CONCRETE MONUMENT IS BROKEN OFF, BUT THE COPPER BOLT IS SOLID
 NE0393'AND IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1995)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (JRC)
 NE0393'RECOVERED IN GOOD CONDITION.  NOTE--TOP OF CONCRETE MONUMENT IS BROKEN
 NE0393'OFF, BUT THE COPPER BOLT IS SOLID AND IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1999)
 NE0393
 NE0393'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0393'RECOVERED IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (1999)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (LRF)
 NE0393'RECOVERED IN GOOD CONDITION.
 NE0393
 NE0393                          STATION RECOVERY (2001)
 NE0393
 NE0393'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE0393'MARK IS NO LONGER SATELLITE OBSERVABLE
 NE0393
 NE0393                          STATION RECOVERY (2002)
 NE0393
 NE0393'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0393'RAILROAD TRACK AND BED REMOVED IN 1998,1999.  NO SIGN OF RIGH OF WAY
 NE0393'FENCE. EVERTHING HAS BEEN REMOVED. PLANS FOR WALKING TRAIL WHEN RIGHT
 NE0393'OF WAY PURCHASED.
 NE0393
 NE0393                          STATION RECOVERY (2006)
 NE0393
 NE0393'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0393'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0343 ***********************************************************************
 OJ0343  DESIGNATION -  280 1/2
 OJ0343  PID         -  OJ0343
 OJ0343  STATE/COUNTY-  MI/GENESEE
 OJ0343  USGS QUAD   -  ELBA (1980)
 OJ0343
 OJ0343                         *CURRENT SURVEY CONTROL
 OJ0343  ___________________________________________________________________
 OJ0343* NAD 83(1986)-  43 01 55.     (N)    083 29 35.     (W)     SCALED    
 OJ0343* NAVD 88     -       247.099  (meters)     810.69   (feet)  ADJUSTED  
 OJ0343  ___________________________________________________________________
 OJ0343  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OJ0343  DYNAMIC HT  -         247.033 (meters)     810.47  (feet)  COMP
 OJ0343  MODELED GRAV-     980,349.4   (mgal)                       NAVD 88
 OJ0343
 OJ0343  VERT ORDER  -  SECOND    CLASS 0
 OJ0343
 OJ0343.The horizontal coordinates were scaled from a topographic map and have
 OJ0343.an estimated accuracy of +/- 6 seconds.
 OJ0343
 OJ0343.The orthometric height was determined by differential leveling
 OJ0343.and adjusted by the National Geodetic Survey in June 1991..
 OJ0343
 OJ0343.The geoid height was determined by GEOID03.
 OJ0343
 OJ0343.The dynamic height is computed by dividing the NAVD 88
 OJ0343.geopotential number by the normal gravity value computed on the
 OJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0343.degrees latitude (g = 980.6199 gals.).
 OJ0343
 OJ0343.The modeled gravity was interpolated from observed gravity values.
 OJ0343
 OJ0343;                    North         East    Units  Estimated Accuracy
 OJ0343;SPC MI S     -   170,530.    4,071,190.      MT  (+/- 180 meters Scaled)
 OJ0343
 OJ0343                          SUPERSEDED SURVEY CONTROL
 OJ0343
 OJ0343  NGVD 29 (??/??/92)  247.244  (m)          811.17   (f) ADJ UNCH    2 0
 OJ0343
 OJ0343.Superseded values are not recommended for survey control.
 OJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0343.See file dsdata.txt to determine how the superseded data were derived.
 OJ0343
 OJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH968673(NAD 83)
 OJ0343_MARKER: B = BOLT
 OJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0343_STAMPING: 280-1/2
 OJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0343+STABILITY: SURFACE MOTION
 OJ0343
 OJ0343  HISTORY     - Date     Condition        Report By
 OJ0343  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0343  HISTORY     - 1934     GOOD             NGS
 OJ0343
 OJ0343                          STATION DESCRIPTION
 OJ0343
 OJ0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0343'1.3 MI E FROM DAVISON.
 OJ0343'1.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0343'STATION AT DAVISON, GENESEE COUNTY, 0.5 MILES EAST OF MILEPOST
 OJ0343'C 280, 0.2 MILE WEST OF A ROAD CROSSING, 13 YARDS NORTH OF THE
 OJ0343'NORTH RAIL, AND 1.3 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A
 OJ0343'COPPER BOLT, STAMPED 280-1/2 AND SET IN THE TOP OF A CONCRETE
 OJ0343'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0605 ***********************************************************************
 PL0605  DESIGNATION -  28101
 PL0605  PID         -  PL0605
 PL0605  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0605  USGS QUAD   -  WALTON (1985)
 PL0605
 PL0605                         *CURRENT SURVEY CONTROL
 PL0605  ___________________________________________________________________
 PL0605* NAD 83(1994)-  44 31 26.21052(N)    085 23 26.26413(W)     ADJUSTED  
 PL0605* NAVD 88     -       317.6    (meters)    1042.     (feet)  GPS OBS   
 PL0605  ___________________________________________________________________
 PL0605  X           -     366,052.318 (meters)                     COMP
 PL0605  Y           -  -4,540,312.940 (meters)                     COMP
 PL0605  Z           -   4,449,984.921 (meters)                     COMP
 PL0605  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 PL0605  ELLIP HEIGHT-         283.94  (meters)          (02/03/97) GPS OBS
 PL0605  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PL0605
 PL0605  HORZ ORDER  -  FIRST
 PL0605  ELLP ORDER  -  FOURTH    CLASS I
 PL0605
 PL0605.The horizontal coordinates were established by GPS observations
 PL0605.and adjusted by the National Geodetic Survey in February 1997..
 PL0605
 PL0605.The orthometric height was determined by GPS observations and a
 PL0605.high-resolution geoid model.
 PL0605
 PL0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0605
 PL0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0605
 PL0605.The ellipsoidal height was determined by GPS observations
 PL0605.and is referenced to NAD 83.
 PL0605
 PL0605.The geoid height was determined by GEOID03.
 PL0605
 PL0605;                    North         East     Units Scale Factor Converg.
 PL0605;SPC MI C     -   134,667.490 5,918,605.171   MT  0.99993934   -0 43 24.0
 PL0605;SPC MI C     -   441,822.47 19,417,995.97   iFT  0.99993934   -0 43 24.0
 PL0605;UTM  16      - 4,931,328.828   627,889.305   MT  0.99980114   +1 07 43.2
 PL0605
 PL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0605!SPC MI C     -   0.99995548  x   0.99993934  =   0.99989482
 PL0605!UTM  16      -   0.99995548  x   0.99980114  =   0.99975663
 PL0605
 PL0605                          SUPERSEDED SURVEY CONTROL
 PL0605
 PL0605  NAD 83(1986)-  44 31 26.20796(N)    085 23 26.26389(W) AD(       ) 1
 PL0605
 PL0605.Superseded values are not recommended for survey control.
 PL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0605.See file dsdata.txt to determine how the superseded data were derived.
 PL0605
 PL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2788931329(NAD 83)
 PL0605_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0605_SP_SET: CONCRETE POST
 PL0605_STAMPING: 28101 1980
 PL0605_MARK LOGO: MIDT  
 PL0605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0605+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1993
 PL0605
 PL0605  HISTORY     - Date     Condition        Report By
 PL0605  HISTORY     - 1980     MONUMENTED       MIDT
 PL0605  HISTORY     - 19930421 GOOD
 PL0605  HISTORY     - 19991004 GOOD             USPSQD
 PL0605  HISTORY     - 20060410 GOOD             GEOCAC
 PL0605
 PL0605                          STATION DESCRIPTION
 PL0605
 PL0605'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 PL0605'STATION IS LOCATED IN QUAD 440851 ON THE WALTON QUADRANGLE MAP.  IT IS
 PL0605'IN THE NORTHWEST 1/4 OF SECTION 34, T-24-N, R-8-W, FIFE LAKE
 PL0605'TOWNSHIP. ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF KINGSLEY, 8 MI
 PL0605'(12.9 KM) NORTH OF MANTON, 4 MI (6.4 KM) SOUTH OF FIFE LAKE, AND ON
 PL0605'HIGHWAY RIGHT-OF-WAY.
 PL0605'STATION IS AT THE JUNCTION OF STATE HIGHWAY M-113 AND UNITED STATES
 PL0605'HIGHWAY 131 NORTH OF MANTON ON EAST SIDE OF HIGHWAY 131 NEAR THE
 PL0605'CENTER OF THE EXTENDED HIGHWAY M-113.
 PL0605'STATION IS 15.9 FT (4.8 M) SOUTH OF REFERENCE MONUMENT NUMBER 1 28101
 PL0605'1980, 25.5 FT (7.8 M) SOUTHWEST OF A UTILITY POLE, 49.1 FT (15.0 M)
 PL0605'SOUTHEAST OF CENTER OF UNITED STATES HIGHWAY 131, 29.3 FT (8.9 M)
 PL0605'NORTHWEST OF A 14 INCH OAK, 4.0 FT (1.2 M) NORTHWEST OF A METAL
 PL0605'WITNESS POST WITH SIGN.
 PL0605
 PL0605                          STATION RECOVERY (1993)
 PL0605
 PL0605'RECOVERED 1993
 PL0605'RECOVERED IN GOOD CONDITION.
 PL0605
 PL0605                          STATION RECOVERY (1999)
 PL0605
 PL0605'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0605'RECOVERED IN GOOD CONDITION.
 PL0605
 PL0605                          STATION RECOVERY (2006)
 PL0605
 PL0605'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0606 ***********************************************************************
 PL0606  DESIGNATION -  28200
 PL0606  PID         -  PL0606
 PL0606  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0606  USGS QUAD   -  WALTON (1985)
 PL0606
 PL0606                         *CURRENT SURVEY CONTROL
 PL0606  ___________________________________________________________________
 PL0606* NAD 83(1994)-  44 32 00.71635(N)    085 22 55.64278(W)     ADJUSTED  
 PL0606* NAVD 88     -       320.9    (meters)    1053.     (feet)  GPS OBS   
 PL0606  ___________________________________________________________________
 PL0606  X           -     366,666.406 (meters)                     COMP
 PL0606  Y           -  -4,539,516.374 (meters)                     COMP
 PL0606  Z           -   4,450,746.595 (meters)                     COMP
 PL0606  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 PL0606  ELLIP HEIGHT-         287.26  (meters)          (02/03/97) GPS OBS
 PL0606  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 PL0606
 PL0606  HORZ ORDER  -  FIRST
 PL0606  ELLP ORDER  -  FOURTH    CLASS I
 PL0606
 PL0606.The horizontal coordinates were established by GPS observations
 PL0606.and adjusted by the National Geodetic Survey in February 1997..
 PL0606
 PL0606.The orthometric height was determined by GPS observations and a
 PL0606.high-resolution geoid model.
 PL0606
 PL0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0606
 PL0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0606
 PL0606.The ellipsoidal height was determined by GPS observations
 PL0606.and is referenced to NAD 83.
 PL0606
 PL0606.The geoid height was determined by GEOID03.
 PL0606
 PL0606;                    North         East     Units Scale Factor Converg.
 PL0606;SPC MI C     -   135,723.946 5,919,294.606   MT  0.99993814   -0 43 02.4
 PL0606;SPC MI C     -   445,288.54 19,420,257.89   iFT  0.99993814   -0 43 02.4
 PL0606;UTM  16      - 4,932,406.866   628,544.147   MT  0.99980320   +1 08 05.3
 PL0606
 PL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0606!SPC MI C     -   0.99995496  x   0.99993814  =   0.99989310
 PL0606!UTM  16      -   0.99995496  x   0.99980320  =   0.99975817
 PL0606
 PL0606                          SUPERSEDED SURVEY CONTROL
 PL0606
 PL0606  NAD 83(1986)-  44 32 00.71379(N)    085 22 55.64253(W) AD(       ) 1
 PL0606
 PL0606.Superseded values are not recommended for survey control.
 PL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0606.See file dsdata.txt to determine how the superseded data were derived.
 PL0606
 PL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2854432407(NAD 83)
 PL0606_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0606_SP_SET: CONCRETE POST
 PL0606_STAMPING: 28200 1993
 PL0606_MARK LOGO: MIDT  
 PL0606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0606
 PL0606  HISTORY     - Date     Condition        Report By
 PL0606  HISTORY     - 1993     MONUMENTED       MIDT
 PL0606  HISTORY     - 19991004 GOOD             USPSQD
 PL0606  HISTORY     - 20060410 MARK NOT FOUND   GEOCAC
 PL0606
 PL0606                          STATION DESCRIPTION
 PL0606
 PL0606'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0606'STATION IS LOCATED IN QUAD 440851 ON THE WALTON QUADRANGLE MAP.  IT IS
 PL0606'IN THE SOUTHEAST 1/4 OF SECTION 27, T-24-N, R-8-W, FIFE LAKE
 PL0606'TOWNSHIP. ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF KINGSLEY, ABOUT 8.8 MI
 PL0606'(14.2 KM) NORTH OF MANTON AND ABOUT 3.2 MI (5.1 KM) SOUTH OF FIFE
 PL0606'LAKE.
 PL0606'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0606'HIGHWAY M-113 NORTH OF MANTON, GO NORTH 0.8 MI (1.3 KM) ALONG UNITED
 PL0606'STATES HIGHWAY 131 TO THE STATION ON LEFT.
 PL0606'STATION IS 43.3 FT (13.2 M) SOUTHEAST OF A 16 INCH OAK TREE, 19.6 FT
 PL0606'(6.0 M) NORTH OF A 3 INCH PINE TREE, 43.0 FT (13.1 M) WEST OF THE
 PL0606'CENTER OF UNITED STATES HIGHWAY 131, 218.0 FT (66.4 M) SOUTH OF A
 PL0606'TWO-TRACK DIRT TRAIL AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST
 PL0606'WITH SIGN.
 PL0606
 PL0606                          STATION RECOVERY (1999)
 PL0606
 PL0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0606'RECOVERED IN GOOD CONDITION.
 PL0606
 PL0606                          STATION RECOVERY (2006)
 PL0606
 PL0606'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0606'POSITION RELATIVE TO WITNESS POST WHERE STATION SHOULD BE IS NOW A
 PL0606'SANDY DEPRESSION.  BROKEN REMAINS OF CONCRETE POST NOTED ABOUT 10 FEET
 PL0606'WEST, HOWEVER NO EVIDENCE OF DISK OR MOUNTING HOLE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0607 ***********************************************************************
 PL0607  DESIGNATION -  28201
 PL0607  PID         -  PL0607
 PL0607  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0607  USGS QUAD   -  FIFE LAKE (1985)
 PL0607
 PL0607                         *CURRENT SURVEY CONTROL
 PL0607  ___________________________________________________________________
 PL0607* NAD 83(1994)-  44 35 34.56559(N)    085 20 08.23858(W)     ADJUSTED  
 PL0607* NAVD 88     -       327.5    (meters)    1074.     (feet)  GPS OBS   
 PL0607  ___________________________________________________________________
 PL0607  X           -     369,974.251 (meters)                     COMP
 PL0607  Y           -  -4,534,605.175 (meters)                     COMP
 PL0607  Z           -   4,455,454.467 (meters)                     COMP
 PL0607  LAPLACE CORR-           2.99  (seconds)                    DEFLEC99
 PL0607  ELLIP HEIGHT-         293.81  (meters)          (02/03/97) GPS OBS
 PL0607  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PL0607
 PL0607  HORZ ORDER  -  FIRST
 PL0607  ELLP ORDER  -  FOURTH    CLASS I
 PL0607
 PL0607.The horizontal coordinates were established by GPS observations
 PL0607.and adjusted by the National Geodetic Survey in February 1997..
 PL0607
 PL0607.The orthometric height was determined by GPS observations and a
 PL0607.high-resolution geoid model.
 PL0607
 PL0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0607
 PL0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0607
 PL0607.The ellipsoidal height was determined by GPS observations
 PL0607.and is referenced to NAD 83.
 PL0607
 PL0607.The geoid height was determined by GEOID03.
 PL0607
 PL0607;                    North         East     Units Scale Factor Converg.
 PL0607;SPC MI C     -   142,278.839 5,923,069.049   MT  0.99993131   -0 41 04.1
 PL0607;SPC MI C     -   466,794.09 19,432,641.24   iFT  0.99993131   -0 41 04.1
 PL0607;UTM  16      - 4,939,079.517   632,104.256   MT  0.99981461   +1 10 07.2
 PL0607
 PL0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0607!SPC MI C     -   0.99995393  x   0.99993131  =   0.99988525
 PL0607!UTM  16      -   0.99995393  x   0.99981461  =   0.99976855
 PL0607
 PL0607                          SUPERSEDED SURVEY CONTROL
 PL0607
 PL0607  NAD 83(1986)-  44 35 34.56267(N)    085 20 08.23989(W) AD(       ) 1
 PL0607
 PL0607.Superseded values are not recommended for survey control.
 PL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0607.See file dsdata.txt to determine how the superseded data were derived.
 PL0607
 PL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3210439080(NAD 83)
 PL0607_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0607_SP_SET: CONCRETE POST
 PL0607_STAMPING: 28201 1993
 PL0607_MARK LOGO: MIDT  
 PL0607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0607+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0607
 PL0607  HISTORY     - Date     Condition        Report By
 PL0607  HISTORY     - 1993     MONUMENTED       MIDT
 PL0607  HISTORY     - 19991004 GOOD             USPSQD
 PL0607  HISTORY     - 20060406 GOOD             GEOCAC
 PL0607
 PL0607                          STATION DESCRIPTION
 PL0607
 PL0607'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0607'STATION IS LOCATED IN QUAD 440851 ON THE FIFE LAKE QUADRANGLE MAP. IT
 PL0607'IS IN THE NORTHEAST 1/4 OF SECTION 1, T-25-N, R-8-W, FIFE LAKE
 PL0607'TOWNSHIP.  ABOUT 1.7 MI (2.7 KM) NORTHEAST OF FIFE LAKE, ABOUT 4.0 MI
 PL0607'(6.4 KM) SOUTHWEST OF SOUTH BOARDMAN AND ABOUT 18 MI (29.0 KM)
 PL0607'SOUTHEAST OF TRAVERSE CITY.
 PL0607'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0607'HIGHWAY M-186 AT FIFE LAKE, GO NORTH 1.9 MI (3.1 KM) ALONG UNITED
 PL0607'STATES HIGHWAY 131, TO THE STATION ON RIGHT AS DESCRIBED.
 PL0607'STATION IS 59.4 FT (18.1 M) WEST OF A 26 INCH MAPLE TREE, 66.4 FT
 PL0607'(20.2 M) NORTHEAST OF A 6 INCH PINE TREE, 41.0 FT (12.5 M) EAST OF
 PL0607'CENTER OF UNITED STATES HIGHWAY 131, 96.0 FT (29.3 M) WEST OF THE
 PL0607'WEST RAIL OF THE PENNSYLVANIA RAILROAD AND 3.0 FT (0.9 M) SOUTH OF A
 PL0607'METAL WITNESS POST WITH SIGN.
 PL0607
 PL0607                          STATION RECOVERY (1999)
 PL0607
 PL0607'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0607'RECOVERED IN GOOD CONDITION.
 PL0607
 PL0607                          STATION RECOVERY (2006)
 PL0607
 PL0607'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0607'THE 26 INCH MAPLE TREE HAS FALLEN.  (ADD) STATION IS 20.7 METERS (68.0
 PL0607'FEET) NORTHEAST OF A TWIN PINE TREE WITH 10 INCH TRUNKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0340 ***********************************************************************
 OJ0340  DESIGNATION -  286 1/2
 OJ0340  PID         -  OJ0340
 OJ0340  STATE/COUNTY-  MI/LAPEER
 OJ0340  USGS QUAD   -  LAPEER (1980)
 OJ0340
 OJ0340                         *CURRENT SURVEY CONTROL
 OJ0340  ___________________________________________________________________
 OJ0340* NAD 83(1986)-  43 02 19.     (N)    083 22 28.     (W)     SCALED    
 OJ0340* NAVD 88     -       265.051  (meters)     869.59   (feet)  ADJUSTED  
 OJ0340  ___________________________________________________________________
 OJ0340  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OJ0340  DYNAMIC HT  -         264.980 (meters)     869.36  (feet)  COMP
 OJ0340  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 OJ0340
 OJ0340  VERT ORDER  -  SECOND    CLASS 0
 OJ0340
 OJ0340.The horizontal coordinates were scaled from a topographic map and have
 OJ0340.an estimated accuracy of +/- 6 seconds.
 OJ0340
 OJ0340.The orthometric height was determined by differential leveling
 OJ0340.and adjusted by the National Geodetic Survey in June 1991..
 OJ0340
 OJ0340.The geoid height was determined by GEOID03.
 OJ0340
 OJ0340.The dynamic height is computed by dividing the NAVD 88
 OJ0340.geopotential number by the normal gravity value computed on the
 OJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0340.degrees latitude (g = 980.6199 gals.).
 OJ0340
 OJ0340.The modeled gravity was interpolated from observed gravity values.
 OJ0340
 OJ0340;                    North         East    Units  Estimated Accuracy
 OJ0340;SPC MI S     -   171,380.    4,080,850.      MT  (+/- 180 meters Scaled)
 OJ0340
 OJ0340                          SUPERSEDED SURVEY CONTROL
 OJ0340
 OJ0340  NGVD 29 (??/??/92)  265.189  (m)          870.04   (f) ADJ UNCH    2 0
 OJ0340
 OJ0340.Superseded values are not recommended for survey control.
 OJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0340.See file dsdata.txt to determine how the superseded data were derived.
 OJ0340
 OJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH065678(NAD 83)
 OJ0340_MARKER: B = BOLT
 OJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0340+STABILITY: SURFACE MOTION
 OJ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0340+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 OJ0340
 OJ0340  HISTORY     - Date     Condition        Report By
 OJ0340  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0340  HISTORY     - 1934     GOOD             NGS
 OJ0340  HISTORY     - 20060315 GOOD             ROWEIN
 OJ0340
 OJ0340                          STATION DESCRIPTION
 OJ0340
 OJ0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0340'3.5 MI W FROM LAPEER.
 OJ0340'3.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0340'STATION AT LAPEER, LAPEER COUNTY, 0.5 MILE WEST OF MILEPOST
 OJ0340'C 287, 175 YARDS EAST OF AN OVERHEAD HIGHWAY BRIDGE, 14 YARDS
 OJ0340'SOUTH OF THE SOUTH RAIL, AND 6 INCHES HIGHER THAN THE TOP OF
 OJ0340'THE RAIL.  A COPPER BOLT, SET IN THE TOP OF A CONCRETE POST.
 OJ0340
 OJ0340                          STATION RECOVERY (2006)
 OJ0340
 OJ0340'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 OJ0340'MILEPOST C 287 IS GONE.  BRIDGE IS NEW BUT PREVIOUSLY DESCRIBED
 OJ0340'DISTANCES ARE STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0391 ***********************************************************************
 NE0391  DESIGNATION -  29 1/2
 NE0391  PID         -  NE0391
 NE0391  STATE/COUNTY-  MI/OAKLAND
 NE0391  USGS QUAD   -  ROCHESTER (1981)
 NE0391
 NE0391                         *CURRENT SURVEY CONTROL
 NE0391  ___________________________________________________________________
 NE0391* NAD 83(1986)-  42 38 47.     (N)    083 10 57.     (W)     SCALED    
 NE0391* NAVD 88     -       250.875  (meters)     823.08   (feet)  ADJUSTED  
 NE0391  ___________________________________________________________________
 NE0391  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NE0391  DYNAMIC HT  -         250.800 (meters)     822.83  (feet)  COMP
 NE0391  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NE0391
 NE0391  VERT ORDER  -  SECOND    CLASS 0
 NE0391
 NE0391.The horizontal coordinates were scaled from a topographic map and have
 NE0391.an estimated accuracy of +/- 6 seconds.
 NE0391
 NE0391.The orthometric height was determined by differential leveling
 NE0391.and adjusted by the National Geodetic Survey in June 1991..
 NE0391
 NE0391.The geoid height was determined by GEOID03.
 NE0391
 NE0391.The dynamic height is computed by dividing the NAVD 88
 NE0391.geopotential number by the normal gravity value computed on the
 NE0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0391.degrees latitude (g = 980.6199 gals.).
 NE0391
 NE0391.The modeled gravity was interpolated from observed gravity values.
 NE0391
 NE0391;                    North         East    Units  Estimated Accuracy
 NE0391;SPC MI S     -   128,020.    4,097,100.      MT  (+/- 180 meters Scaled)
 NE0391
 NE0391                          SUPERSEDED SURVEY CONTROL
 NE0391
 NE0391  NGVD 29 (??/??/92)  251.001  (m)          823.49   (f) ADJ UNCH    2 0
 NE0391
 NE0391.Superseded values are not recommended for survey control.
 NE0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0391.See file dsdata.txt to determine how the superseded data were derived.
 NE0391
 NE0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH210238(NAD 83)
 NE0391_MARKER: B = BOLT
 NE0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0391_STAMPING: 29-1/2
 NE0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0391+STABILITY: SURFACE MOTION
 NE0391
 NE0391  HISTORY     - Date     Condition        Report By
 NE0391  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0391  HISTORY     - 1934     GOOD             NGS
 NE0391  HISTORY     - 20010731 MARK NOT FOUND   LOCSUR
 NE0391  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0391
 NE0391                          STATION DESCRIPTION
 NE0391
 NE0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0391'2.1 MI NE FROM AMY.
 NE0391'2.1 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0391'THE STATION AT AMY, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0391'R 30, 50 YARDS NORTHEAST OF POWER-TRANSMISSION LINE POLE 307,
 NE0391'13 YARDS NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NE0391'FENCE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT,
 NE0391'STAMPED 29-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0391
 NE0391                          STATION RECOVERY (2001)
 NE0391
 NE0391'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE0391'MARK NOT FOUND.
 NE0391
 NE0391                          STATION RECOVERY (2002)
 NE0391
 NE0391'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0391'RAILROAD TRACK AND BED REMOVED IN 1998,1999.  NO SIGN OF RIGH OF WAY
 NE0391'FENCE. EVERTHING HAS BEEN REMOVED. PLANS FOR WALKING TRAIL WHEN RIGHT
 NE0391'OF WAY PURCHASED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0130 ***********************************************************************
 QJ0130  DESIGNATION -  29 RMC USGS
 QJ0130  PID         -  QJ0130
 QJ0130  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0130  USGS QUAD   -  LONG LAKE WEST (1971)
 QJ0130
 QJ0130                         *CURRENT SURVEY CONTROL
 QJ0130  ___________________________________________________________________
 QJ0130* NAD 83(1986)-  45 14 06.     (N)    083 35 56.     (W)     SCALED    
 QJ0130* NAVD 88     -       215.977  (meters)     708.58   (feet)  ADJUSTED  
 QJ0130  ___________________________________________________________________
 QJ0130  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 QJ0130  DYNAMIC HT  -         215.964 (meters)     708.54  (feet)  COMP
 QJ0130  MODELED GRAV-     980,548.7   (mgal)                       NAVD 88
 QJ0130
 QJ0130  VERT ORDER  -  FIRST     CLASS II
 QJ0130
 QJ0130.The horizontal coordinates were scaled from a topographic map and have
 QJ0130.an estimated accuracy of +/- 6 seconds.
 QJ0130
 QJ0130.The orthometric height was determined by differential leveling
 QJ0130.and adjusted by the National Geodetic Survey in June 1991..
 QJ0130
 QJ0130.The geoid height was determined by GEOID03.
 QJ0130
 QJ0130.The dynamic height is computed by dividing the NAVD 88
 QJ0130.geopotential number by the normal gravity value computed on the
 QJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0130.degrees latitude (g = 980.6199 gals.).
 QJ0130
 QJ0130.The modeled gravity was interpolated from observed gravity values.
 QJ0130
 QJ0130;                    North         East    Units  Estimated Accuracy
 QJ0130;SPC MI C     -   213,450.    6,060,280.      MT  (+/- 180 meters Scaled)
 QJ0130
 QJ0130                          SUPERSEDED SURVEY CONTROL
 QJ0130
 QJ0130.No superseded survey control is available for this station.
 QJ0130
 QJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL960123(NAD 83)
 QJ0130_MARKER: DD = SURVEY DISK
 QJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0130_SP_SET: CONCRETE POST
 QJ0130_STAMPING: 29 RMC 1956
 QJ0130_MARK LOGO: USGS  
 QJ0130_PROJECTION: PROJECTING 99 CENTIMETERS
 QJ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0130+STABILITY: SURFACE MOTION
 QJ0130
 QJ0130  HISTORY     - Date     Condition        Report By
 QJ0130  HISTORY     - 1956     MONUMENTED       USGS
 QJ0130  HISTORY     - 1983     GOOD             NGS
 QJ0130  HISTORY     - 20040809 GOOD             USPSQD
 QJ0130
 QJ0130                          STATION DESCRIPTION
 QJ0130
 QJ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0130'37.3 KM (23.2 MI) SE FROM ROGERS CITY.
 QJ0130'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0130'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0130'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0130'ALONG GRAND LAKE HIGHWAY, THENCE 4.7 KM (2.95 M) SOUTH ALONG BOLTON
 QJ0130'ROAD, AT THE EAST-NORTHEAST CORNER OF A HAY FIELD, 0.2 KM (0.1 MI)
 QJ0130'NORTH OF CLINTON LAKE ROAD LEADING WEST, 7.01 METERS (23.0 FT) WEST OF
 QJ0130'THE CENTER OF BOLTON ROAD, 14.63 METERS (48.0 FT) SOUTH-SOUTHEAST OF
 QJ0130'POWERLINE POLE NUMBER PS 3 1914 WITH A SMALL TRANSFORMER, AND
 QJ0130'3.10 METERS (10.2 FT) EAST OF A POINT DIRECTLY UNDER A 2-WIRE
 QJ0130'POWERLINE.
 QJ0130'THE MARK IS 0.46 METERS  N FROM A WITNESS POST.
 QJ0130'THE MARK IS 0.15 M BELOW BOLTON ROAD.
 QJ0130
 QJ0130                          STATION RECOVERY (2004)
 QJ0130
 QJ0130'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0230 ***********************************************************************
 RJ0230  DESIGNATION -  29 USLS
 RJ0230  PID         -  RJ0230
 RJ0230  STATE/COUNTY-  MI/CHIPPEWA
 RJ0230  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0230
 RJ0230                         *CURRENT SURVEY CONTROL
 RJ0230  ___________________________________________________________________
 RJ0230* NAD 83(1986)-  46 29 06.     (N)    084 13 00.     (W)     SCALED    
 RJ0230* NAVD 88     -       234.772  (meters)     770.25   (feet)  ADJUSTED  
 RJ0230  ___________________________________________________________________
 RJ0230  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0230  DYNAMIC HT  -         234.785 (meters)     770.29  (feet)  COMP
 RJ0230  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0230
 RJ0230  VERT ORDER  -  FIRST     CLASS 0
 RJ0230
 RJ0230.The horizontal coordinates were scaled from a topographic map and have
 RJ0230.an estimated accuracy of +/- 6 seconds.
 RJ0230
 RJ0230.The orthometric height was determined by differential leveling
 RJ0230.and adjusted by the National Geodetic Survey in June 1991..
 RJ0230
 RJ0230.The geoid height was determined by GEOID03.
 RJ0230
 RJ0230.The dynamic height is computed by dividing the NAVD 88
 RJ0230.geopotential number by the normal gravity value computed on the
 RJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0230.degrees latitude (g = 980.6199 gals.).
 RJ0230
 RJ0230.The modeled gravity was interpolated from observed gravity values.
 RJ0230
 RJ0230;                    North         East    Units  Estimated Accuracy
 RJ0230;SPC MI N     -   192,880.    8,213,650.      MT  (+/- 180 meters Scaled)
 RJ0230
 RJ0230                          SUPERSEDED SURVEY CONTROL
 RJ0230
 RJ0230.No superseded survey control is available for this station.
 RJ0230
 RJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS136517(NAD 83)
 RJ0230_MARKER: Z = SEE DESCRIPTION
 RJ0230_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0230+WITH SETTING: INTO GROUND
 RJ0230_MARK LOGO: USLS  
 RJ0230_PROJECTION: FLUSH
 RJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0230+STABILITY: SURFACE MOTION
 RJ0230_ROD/PIPE-DEPTH: 2.4  meters
 RJ0230
 RJ0230  HISTORY     - Date     Condition        Report By
 RJ0230  HISTORY     - 1969     MONUMENTED       USLS
 RJ0230  HISTORY     - 1969     GOOD             USLS
 RJ0230  HISTORY     - 1983     GOOD             NGS
 RJ0230
 RJ0230                          STATION DESCRIPTION
 RJ0230
 RJ0230'DESCRIBED BY US LAKE SURVEY 1969
 RJ0230'AT SUGAR ISLAND.
 RJ0230'29 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0230'DOCK PROCEED 3.9 MILES EAST ON PAVED ROAD TO NORTHEAST CORNER
 RJ0230'OF T-INTERSECTION, 55 FEET EAST OF CENTERLINE OF NORTH BOUND
 RJ0230'ROAD, 32 FEET NORTH OF CENTERLINE OF EAST-WEST ROAD, 4.0 FEET
 RJ0230'WEST OF UTILITY POLE NO. SU I-27-29, 1/4-FOOT BELOW THE GROUND
 RJ0230'SURFACE, BEING HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD,
 RJ0230'8 FEET LONG.
 RJ0230
 RJ0230                          STATION RECOVERY (1983)
 RJ0230
 RJ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0230'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9
 RJ0230'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0230'SUGAR ISLAND, AT THE JUNCTION OF BRASSER ROAD LEADING NORTH,
 RJ0230'16.8 METERS (55.0 FT) EAST OF THE CENTER OF BRASSER ROAD, 9.8 METERS
 RJ0230'(32.0 FT) NORTH OF THE CENTERLINE OF 1 1/2 MILE  ROAD, AND 1.2 METERS
 RJ0230'(4.0 FT) WEST OF UTILITY POLE NUMBER SUI 27-29.
 RJ0230'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 RJ0230'THE MARK IS 0.60 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0820 ***********************************************************************
 RJ0820  DESIGNATION -  29 USLS
 RJ0820  PID         -  RJ0820
 RJ0820  STATE/COUNTY-  MI/CHIPPEWA
 RJ0820  USGS QUAD   -  PAYMENT (1976)
 RJ0820
 RJ0820                         *CURRENT SURVEY CONTROL
 RJ0820  ___________________________________________________________________
 RJ0820* NAD 83(1994)-  46 30 05.12376(N)    084 14 57.88087(W)     ADJUSTED  
 RJ0820* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0820  ___________________________________________________________________
 RJ0820  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 RJ0820  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0820
 RJ0820  HORZ ORDER  -  THIRD
 RJ0820
 RJ0820.The horizontal coordinates were established by classical geodetic methods
 RJ0820.and adjusted by the National Geodetic Survey in February 1997..
 RJ0820
 RJ0820.The orthometric height was scaled from a topographic map.
 RJ0820
 RJ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0820
 RJ0820.The geoid height was determined by GEOID03.
 RJ0820
 RJ0820;                    North         East     Units Scale Factor Converg.
 RJ0820;SPC MI N     -   194,618.790 8,211,075.430   MT  0.99990993   +1 59 17.2
 RJ0820;SPC MI N     -   638,513.09 26,939,223.85   iFT  0.99990993   +1 59 17.2
 RJ0820;SPC MI C     -   353,943.078 6,009,003.147   MT  1.00028473   +0 04 58.2
 RJ0820;SPC MI C     - 1,161,230.57 19,714,577.25   iFT  1.00028473   +0 04 58.2
 RJ0820;UTM  16      - 5,153,437.637   711,048.200   MT  1.00014753   +1 59 45.6
 RJ0820
 RJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0820!SPC MI N     -   0.99997816  x   0.99990993  =   0.99988810
 RJ0820!SPC MI C     -   0.99997816  x   1.00028473  =   1.00026289
 RJ0820!UTM  16      -   0.99997816  x   1.00014753  =   1.00012569
 RJ0820
 RJ0820                          SUPERSEDED SURVEY CONTROL
 RJ0820
 RJ0820  NAD 83(1986)-  46 30 05.10988(N)    084 14 57.89870(W) AD(       ) 3
 RJ0820  NAD 27      -  46 30 05.03400(N)    084 14 57.76400(W) AD(       ) 3
 RJ0820
 RJ0820.Superseded values are not recommended for survey control.
 RJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0820.See file dsdata.txt to determine how the superseded data were derived.
 RJ0820
 RJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1104853438(NAD 83)
 RJ0820_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0820_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0820+WITH SETTING: PAVEMENT
 RJ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0820+STABILITY: SURFACE MOTION
 RJ0820
 RJ0820  HISTORY     - Date     Condition        Report By
 RJ0820  HISTORY     - 1895     MONUMENTED       USLS
 RJ0820  HISTORY     - 1943     GOOD             IBC
 RJ0820  HISTORY     - 1958     GOOD             IBC
 RJ0820
 RJ0820                          STATION DESCRIPTION
 RJ0820
 RJ0820'DESCRIBED BY US LAKE SURVEY 1895
 RJ0820'ON SUGAR ISLAND, 2-1/2 MILES DOWNSTREAM FROM TOPSAIL ISLAND, ON
 RJ0820'SLOPE OF BARE GROUND ON CASS POINT.
 RJ0820'
 RJ0820'MARK IS FLAT LIMESTONE SET 2 FEET UNDERGROUND WITH 3/4 INCH DRILL
 RJ0820'HOLE 1-1/2 INCHES DEEP AS CENTER MARK.  IT IS INSCRIBED BY TRIANGLE
 RJ0820'FOLLOWED BY---XXIX---CUT IN SURFACE OF STONE.  THIS MARK WAS
 RJ0820'ESTABLISHED SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0820
 RJ0820                          STATION RECOVERY (1943)
 RJ0820
 RJ0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0820'IN 1943 IT WAS SE OF OLD WRECKED RIVER BOAT (WHICH IS 40 FEET
 RJ0820'OFFSHORE), AND ABOUT 25 FEET BACK FROM AND 4 FEET ABOVE HIGH - WATER
 RJ0820'MARK.
 RJ0820'
 RJ0820'STATION MARK IS A STANDARD I B C STATION MARK SET IN TOP OF CYLINDER
 RJ0820'OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET FLUSH WITH
 RJ0820'GROUND.  SUBSURFACE MARK IS ORIGINAL FLAT LIMESTONE SET 2 FEET
 RJ0820'UNDERGROUND WITH 3/4 INCH DRILL HOLE 1-1/2 INCHES DEEP AS CENTER
 RJ0820'MARK.  IT IS INSCRIBED BY TRIANGLE FOLLOWED BY---XXIX---CUT IN
 RJ0820'SURFACE OF STONE.
 RJ0820'
 RJ0820'STATION CASS 1943 IS 37.55 FEET FROM STATION, N 12 DEG 05 MIN E.
 RJ0820
 RJ0820                          STATION RECOVERY (1958)
 RJ0820
 RJ0820'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0820'MARK IS 4.5 FEET EAST OF ELECTRIC LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0036 ***********************************************************************
 RH0036  DESIGNATION -  293 USLS 1896
 RH0036  PID         -  RH0036
 RH0036  STATE/COUNTY-  MI/CHIPPEWA
 RH0036  USGS QUAD   -  BURNT ISLAND (1994)
 RH0036
 RH0036                         *CURRENT SURVEY CONTROL
 RH0036  ___________________________________________________________________
 RH0036* NAD 83(1994)-  46 06 32.09142(N)    083 48 52.75359(W)     ADJUSTED  
 RH0036* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RH0036  ___________________________________________________________________
 RH0036  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 RH0036  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 RH0036
 RH0036  HORZ ORDER  -  THIRD
 RH0036
 RH0036.The horizontal coordinates were established by classical geodetic methods
 RH0036.and adjusted by the National Geodetic Survey in February 1997..
 RH0036
 RH0036.The orthometric height was scaled from a topographic map.
 RH0036
 RH0036.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0036
 RH0036.The geoid height was determined by GEOID03.
 RH0036
 RH0036;                    North         East     Units Scale Factor Converg.
 RH0036;SPC MI N     -   152,277.015 8,246,173.814   MT  0.99990755   +2 18 08.4
 RH0036;SPC MI N     -   499,596.51 27,054,376.03   iFT  0.99990755   +2 18 08.4
 RH0036;SPC MI C     -   310,442.919 6,042,681.570   MT  1.00012038   +0 23 23.8
 RH0036;SPC MI C     - 1,018,513.51 19,825,070.77   iFT  1.00012038   +0 23 23.8
 RH0036;UTM  17      - 5,110,000.511   282,486.148   MT  1.00018165   -2 01 45.1
 RH0036
 RH0036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0036!SPC MI N     -   0.99997819  x   0.99990755  =   0.99988574
 RH0036!SPC MI C     -   0.99997819  x   1.00012038  =   1.00009857
 RH0036!UTM  17      -   0.99997819  x   1.00018165  =   1.00015983
 RH0036
 RH0036:                Primary Azimuth Mark                     Grid Az
 RH0036:SPC MI N     -  230 USLS 1894                            359 08 57.8
 RH0036:SPC MI C     -  230 USLS 1894                            001 03 42.4
 RH0036:UTM  17      -  230 USLS 1894                            003 28 51.3
 RH0036
 RH0036|---------------------------------------------------------------------|
 RH0036| PID    Reference Object                     Distance      Geod. Az  |
 RH0036|                                                           dddmmss.s |
 RH0036| RH0030 230 USLS 1894                       APPROX. 2.3 KM 0012706.2 |
 RH0036|---------------------------------------------------------------------|
 RH0036
 RH0036                          SUPERSEDED SURVEY CONTROL
 RH0036
 RH0036  NAD 83(1986)-  46 06 32.07574(N)    083 48 52.74811(W) AD(       ) 3
 RH0036  NAD 27      -  46 06 32.00800(N)    083 48 52.71400(W) AD(       ) 3
 RH0036
 RH0036.Superseded values are not recommended for survey control.
 RH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0036.See file dsdata.txt to determine how the superseded data were derived.
 RH0036
 RH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8248610001(NAD 83)
 RH0036_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0036+STABILITY: SURFACE MOTION
 RH0036
 RH0036  HISTORY     - Date     Condition        Report By
 RH0036  HISTORY     - 1896     MONUMENTED       USLS
 RH0036  HISTORY     - 1958     GOOD             IBC
 RH0036
 RH0036                          STATION DESCRIPTION
 RH0036
 RH0036'DESCRIBED BY US LAKE SURVEY 1896
 RH0036'ON THE MOST PROMINENT POINT ON THE N SHORE OF THE CENTRAL PART OF
 RH0036'BURNT ISLAND. ON THE ROCKY BEACH BEACH AT THE EDGE OF THE BUSHES.
 RH0036'
 RH0036'STATION MARK--THE OLD STATION MARK IS A DRILL HOLE IN A ROCK ON THE
 RH0036'BEACH.  IT IS NOW ALSO MARKED BY A U S L S STANDARD BRONZE DISK
 RH0036'WITH A CROSS AND---293---ON ITS TOP IN A 6-INCH CONCRETE CYLINDER
 RH0036'SET UPRIGHT OVER THE STATION IN A CAIRN OVER 3 FEET HIGH AND VISIBLE
 RH0036'SEVERAL HUNDRED FEET AWAY.
 RH0036
 RH0036                          STATION RECOVERY (1958)
 RH0036
 RH0036'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0036'RECOVERED IN GOOD CONDITION.  CAIRN REBUILT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0035 ***********************************************************************
 RH0035  DESIGNATION -  295
 RH0035  PID         -  RH0035
 RH0035  STATE/COUNTY-  MI/CHIPPEWA
 RH0035  USGS QUAD   -  BURNT ISLAND (1994)
 RH0035
 RH0035                         *CURRENT SURVEY CONTROL
 RH0035  ___________________________________________________________________
 RH0035* NAD 83(1994)-  46 06 26.27035(N)    083 47 33.02739(W)     ADJUSTED  
 RH0035* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RH0035  ___________________________________________________________________
 RH0035  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 RH0035  GEOID HEIGHT-         -36.89  (meters)                     GEOID03
 RH0035
 RH0035  HORZ ORDER  -  THIRD
 RH0035
 RH0035.The horizontal coordinates were established by classical geodetic methods
 RH0035.and adjusted by the National Geodetic Survey in February 1997..
 RH0035
 RH0035.The orthometric height was scaled from a topographic map.
 RH0035
 RH0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0035
 RH0035.The geoid height was determined by GEOID03.
 RH0035
 RH0035;                    North         East     Units Scale Factor Converg.
 RH0035;SPC MI N     -   152,166.462 8,247,891.680   MT  0.99990764   +2 19 06.0
 RH0035;SPC MI N     -   499,233.80 27,060,012.07   iFT  0.99990764   +2 19 06.0
 RH0035;SPC MI C     -   310,275.059 6,044,395.154   MT  1.00011980   +0 24 20.1
 RH0035;SPC MI C     - 1,017,962.79 19,830,692.76   iFT  1.00011980   +0 24 20.1
 RH0035;UTM  17      - 5,109,760.462   284,191.217   MT  1.00017257   -2 00 47.4
 RH0035
 RH0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0035!SPC MI N     -   0.99997819  x   0.99990764  =   0.99988583
 RH0035!SPC MI C     -   0.99997819  x   1.00011980  =   1.00009799
 RH0035!UTM  17      -   0.99997819  x   1.00017257  =   1.00015076
 RH0035
 RH0035:                Primary Azimuth Mark                     Grid Az
 RH0035:SPC MI N     -  293 USLS 1896                            273 40 55.9
 RH0035:SPC MI C     -  293 USLS 1896                            275 35 41.8
 RH0035:UTM  17      -  293 USLS 1896                            278 00 49.3
 RH0035
 RH0035|---------------------------------------------------------------------|
 RH0035| PID    Reference Object                     Distance      Geod. Az  |
 RH0035|                                                           dddmmss.s |
 RH0035| RH0036 293 USLS 1896                       APPROX. 1.7 KM 2760001.9 |
 RH0035| CH1649 295 RP 1 CROSS                        8.238 METERS 35224     |
 RH0035|---------------------------------------------------------------------|
 RH0035
 RH0035                          SUPERSEDED SURVEY CONTROL
 RH0035
 RH0035  NAD 83(1986)-  46 06 26.25508(N)    083 47 33.02431(W) AD(       ) 3
 RH0035  NAD 27      -  46 06 26.18700(N)    083 47 32.99700(W) AD(       ) 3
 RH0035
 RH0035.Superseded values are not recommended for survey control.
 RH0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0035.See file dsdata.txt to determine how the superseded data were derived.
 RH0035
 RH0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8419109760(NAD 83)
 RH0035_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0035_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RH0035
 RH0035  HISTORY     - Date     Condition        Report By
 RH0035  HISTORY     - 1896     MONUMENTED       USLS
 RH0035  HISTORY     - 1958     GOOD             IBC
 RH0035
 RH0035                          STATION DESCRIPTION
 RH0035
 RH0035'DESCRIBED BY US LAKE SURVEY 1896
 RH0035'ON THE N POINT OF A SMALL UNNAMED ISLAND OFF THE NE CORNER OF BURNT
 RH0035'ISLAND AND PROBABLY CONNECTED WITH IT AT LOW WATER.  IT IS IN THE
 RH0035'EDGE OF THE LINE OF BUSHES ALONG THE BEACH.
 RH0035'
 RH0035'STATION MARK--THE SURFACE MARK IS A STANDARD BRONZE U S L S DISK WITH
 RH0035'CROSS AND---295---STAMPED ON IT IN A 6-INCH CONCRETE CYLINDER SET
 RH0035'WITH THE TOP A FOOT ABOVE GROUND IN A CAIRN.  THE SUBSURFACE MARK
 RH0035'IS THE USUAL DRILL HOLE IN A ROCK UNDERGROUND.
 RH0035'
 RH0035'REFERENCE MARK IS A CROSS CUT IN A HUGH BOULDER JUST OUTSIDE THE
 RH0035'WATER LINE AT THE STATION AND 27.03 FEET FROM IT R 1958 ALSO.
 RH0035
 RH0035                          STATION RECOVERY (1958)
 RH0035
 RH0035'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0010 ***********************************************************************
 PL0010  DESIGNATION -  3
 PL0010  PID         -  PL0010
 PL0010  STATE/COUNTY-  MI/OSCODA
 PL0010  USGS QUAD   -  LUZERNE (1963)
 PL0010
 PL0010                         *CURRENT SURVEY CONTROL
 PL0010  ___________________________________________________________________
 PL0010* NAD 83(1986)-  44 34 45.     (N)    084 22 05.     (W)     SCALED    
 PL0010* NAVD 88     -       377.333  (meters)    1237.97   (feet)  ADJUSTED  
 PL0010  ___________________________________________________________________
 PL0010  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 PL0010  DYNAMIC HT  -         377.280 (meters)    1237.79  (feet)  COMP
 PL0010  MODELED GRAV-     980,465.8   (mgal)                       NAVD 88
 PL0010
 PL0010  VERT ORDER  -  SECOND    CLASS 0
 PL0010
 PL0010.The horizontal coordinates were scaled from a topographic map and have
 PL0010.an estimated accuracy of +/- 6 seconds.
 PL0010
 PL0010.The orthometric height was determined by differential leveling
 PL0010.and adjusted by the National Geodetic Survey in June 1991..
 PL0010
 PL0010.The geoid height was determined by GEOID03.
 PL0010
 PL0010.The dynamic height is computed by dividing the NAVD 88
 PL0010.geopotential number by the normal gravity value computed on the
 PL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0010.degrees latitude (g = 980.6199 gals.).
 PL0010
 PL0010.The modeled gravity was interpolated from observed gravity values.
 PL0010
 PL0010;                    North         East    Units  Estimated Accuracy
 PL0010;SPC MI C     -   140,290.    5,999,890.      MT  (+/- 180 meters Scaled)
 PL0010
 PL0010                          SUPERSEDED SURVEY CONTROL
 PL0010
 PL0010  NGVD 29 (??/??/92)  377.450  (m)         1238.35   (f) ADJ UNCH    2 0
 PL0010
 PL0010.Superseded values are not recommended for survey control.
 PL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0010.See file dsdata.txt to determine how the superseded data were derived.
 PL0010
 PL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ089395(NAD 83)
 PL0010_MARKER: N = NAIL
 PL0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0010_SP_SET: PINE TREE
 PL0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0010
 PL0010  HISTORY     - Date     Condition        Report By
 PL0010  HISTORY     - UNK      MONUMENTED       MIDH
 PL0010  HISTORY     - 1934     GOOD             NGS
 PL0010  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0010
 PL0010                          STATION DESCRIPTION
 PL0010
 PL0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0010'6.5 MI SW FROM LUZERNE.
 PL0010'6.5 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 PL0010'AT LUZERNE, OSCODA COUNTY, 125 YARDS EAST OF A T-ROAD LEADING
 PL0010'NORTH, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE
 PL0010'SOUTH SIDE OF THE BASE OF A 14-INCH PINE TREE, AND 2 FEET HIGHER
 PL0010'THAN THE HIGHWAY.  A MICHIGAN STATE HIGHWAY DEPARTMENT STANDARD
 PL0010'NAIL AND WASHER.
 PL0010
 PL0010                          STATION RECOVERY (2001)
 PL0010
 PL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0064 ***********************************************************************
 NF0064  DESIGNATION -  3
 NF0064  PID         -  NF0064
 NF0064  STATE/COUNTY-  MI/INGHAM
 NF0064  USGS QUAD   -  EAST LANSING (1970)
 NF0064
 NF0064                         *CURRENT SURVEY CONTROL
 NF0064  ___________________________________________________________________
 NF0064* NAD 83(1986)-  42 43 58.     (N)    084 28 44.     (W)     SCALED    
 NF0064* NAVD 88     -       260.360  (meters)     854.20   (feet)  ADJUSTED  
 NF0064  ___________________________________________________________________
 NF0064  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0064  DYNAMIC HT  -         260.287 (meters)     853.96  (feet)  COMP
 NF0064  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NF0064
 NF0064  VERT ORDER  -  SECOND    CLASS 0
 NF0064
 NF0064.The horizontal coordinates were scaled from a topographic map and have
 NF0064.an estimated accuracy of +/- 6 seconds.
 NF0064
 NF0064.The orthometric height was determined by differential leveling
 NF0064.and adjusted by the National Geodetic Survey in June 1991..
 NF0064
 NF0064.The geoid height was determined by GEOID03.
 NF0064
 NF0064.The dynamic height is computed by dividing the NAVD 88
 NF0064.geopotential number by the normal gravity value computed on the
 NF0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0064.degrees latitude (g = 980.6199 gals.).
 NF0064
 NF0064.The modeled gravity was interpolated from observed gravity values.
 NF0064
 NF0064;                    North         East    Units  Estimated Accuracy
 NF0064;SPC MI S     -   136,940.    3,990,810.      MT  (+/- 180 meters Scaled)
 NF0064
 NF0064                          SUPERSEDED SURVEY CONTROL
 NF0064
 NF0064  NGVD 29 (??/??/92)  260.568  (m)          854.88   (f) ADJ UNCH    2 0
 NF0064
 NF0064.Superseded values are not recommended for survey control.
 NF0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0064.See file dsdata.txt to determine how the superseded data were derived.
 NF0064
 NF0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN063342(NAD 83)
 NF0064_MARKER: B = BOLT
 NF0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0064+STABILITY: SURFACE MOTION
 NF0064
 NF0064  HISTORY     - Date     Condition        Report By
 NF0064  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0064  HISTORY     - 1932     GOOD             MISCOL
 NF0064  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0064
 NF0064                          STATION DESCRIPTION
 NF0064
 NF0064'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0064'AT EAST LANSING.
 NF0064'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0064'CAMPUS, IN FRONT OF PRESIDENT SHAWS RESIDENCE, 68 FEET SOUTHWEST
 NF0064'OF THE SOUTHWEST CORNER OF THE HOUSE, 45 FEET SOUTHEAST OF THE
 NF0064'EVERGREEN TREE NEAREST THE HOUSE, 42.3 FEET NORTH OF A 30-INCH
 NF0064'ELM TREE, AND 21.1 FEET WEST OF THE NORTHWEST CORNER OF A
 NF0064'STEAM MANHOLE.  A BOLT, SET IN THE TOP OF A CONCRETE POST.
 NF0064
 NF0064                          STATION RECOVERY (1978)
 NF0064
 NF0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0263 ***********************************************************************
 NF0263  DESIGNATION -  3
 NF0263  PID         -  NF0263
 NF0263  STATE/COUNTY-  MI/EATON
 NF0263  USGS QUAD   -  WACOUSTA (1973)
 NF0263
 NF0263                         *CURRENT SURVEY CONTROL
 NF0263  ___________________________________________________________________
 NF0263* NAD 83(1986)-  42 46 32.     (N)    084 41 15.     (W)     SCALED    
 NF0263* NAVD 88     -       264.123  (meters)     866.54   (feet)  ADJUSTED  
 NF0263  ___________________________________________________________________
 NF0263  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0263  DYNAMIC HT  -         264.048 (meters)     866.30  (feet)  COMP
 NF0263  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NF0263
 NF0263  VERT ORDER  -  SECOND    CLASS 0
 NF0263
 NF0263.The horizontal coordinates were scaled from a topographic map and have
 NF0263.an estimated accuracy of +/- 6 seconds.
 NF0263
 NF0263.The orthometric height was determined by differential leveling
 NF0263.and adjusted by the National Geodetic Survey in June 1991..
 NF0263
 NF0263.The geoid height was determined by GEOID03.
 NF0263
 NF0263.The dynamic height is computed by dividing the NAVD 88
 NF0263.geopotential number by the normal gravity value computed on the
 NF0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0263.degrees latitude (g = 980.6199 gals.).
 NF0263
 NF0263.The modeled gravity was interpolated from observed gravity values.
 NF0263
 NF0263;                    North         East    Units  Estimated Accuracy
 NF0263;SPC MI S     -   141,740.    3,973,750.      MT  (+/- 180 meters Scaled)
 NF0263
 NF0263                          SUPERSEDED SURVEY CONTROL
 NF0263
 NF0263  NGVD 29 (??/??/92)  264.255  (m)          866.98   (f) ADJ UNCH    2 0
 NF0263
 NF0263.Superseded values are not recommended for survey control.
 NF0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0263.See file dsdata.txt to determine how the superseded data were derived.
 NF0263
 NF0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN891384(NAD 83)
 NF0263_MARKER: Q = CHISELED SQUARE
 NF0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0263_SP_SET: BRIDGE
 NF0263_PROJECTION: FLUSH
 NF0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0263
 NF0263  HISTORY     - Date     Condition        Report By
 NF0263  HISTORY     - UNK      MONUMENTED       PMRR
 NF0263  HISTORY     - 1934     GOOD             NGS
 NF0263  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0263
 NF0263                          STATION DESCRIPTION
 NF0263
 NF0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0263'2 MI W FROM DELTA.
 NF0263'IN EATON COUNTY, 2.0 MILES WEST ALONG THE PERE MARQUETTE DISTRICT
 NF0263'OF THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT DELTA,
 NF0263'CLINTON COUNTY, AT A BRIDGE OVER A CATTLE PASS, ON THE TOP OF THE
 NF0263'SOUTHEAST CORNER OF THE CONCRETE BACK WALL, 3.7 FEET SOUTH OF
 NF0263'THE SOUTH RAIL, AND ABOUT 10 INCHES LOWER THAN THE TOP OF THE
 NF0263'RAIL.  A CHISELED SQUARE.
 NF0263
 NF0263                          STATION RECOVERY (1992)
 NF0263
 NF0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0263'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6024 ***********************************************************************
 AC6024  DESIGNATION -  3
 AC6024  PID         -  AC6024
 AC6024  STATE/COUNTY-  MI/KEWEENAW
 AC6024  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6024
 AC6024                         *CURRENT SURVEY CONTROL
 AC6024  ___________________________________________________________________
 AC6024* NAD 83(1986)-  47 27 30.     (N)    088 09 30.     (W)     SCALED    
 AC6024* NAVD 88     -       184.736  (meters)     606.09   (feet)  ADJUSTED  
 AC6024  ___________________________________________________________________
 AC6024  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AC6024  DYNAMIC HT  -         184.771 (meters)     606.20  (feet)  COMP
 AC6024  MODELED GRAV-     980,798.7   (mgal)                       NAVD 88
 AC6024
 AC6024  VERT ORDER  -  SECOND    CLASS I
 AC6024
 AC6024.The horizontal coordinates were scaled from a topographic map and have
 AC6024.an estimated accuracy of +/- 6 seconds.
 AC6024
 AC6024.The orthometric height was determined by differential leveling
 AC6024.and adjusted by the National Geodetic Survey in March 1997..
 AC6024
 AC6024.The geoid height was determined by GEOID03.
 AC6024
 AC6024.The dynamic height is computed by dividing the NAVD 88
 AC6024.geopotential number by the normal gravity value computed on the
 AC6024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6024.degrees latitude (g = 980.6199 gals.).
 AC6024
 AC6024.The modeled gravity was interpolated from observed gravity values.
 AC6024
 AC6024;                    North         East    Units  Estimated Accuracy
 AC6024;SPC MI N     -   297,970.    7,912,650.      MT  (+/- 180 meters Scaled)
 AC6024
 AC6024                          SUPERSEDED SURVEY CONTROL
 AC6024
 AC6024.No superseded survey control is available for this station.
 AC6024
 AC6024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT126567(NAD 83)
 AC6024_MARKER: DD = SURVEY DISK
 AC6024_SETTING: 66 = SET IN ROCK OUTCROP
 AC6024_STAMPING: 3
 AC6024_MARK LOGO: USE   
 AC6024_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6024+STABILITY: POSITION/ELEVATION WELL
 AC6024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6024+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC6024
 AC6024  HISTORY     - Date     Condition        Report By
 AC6024  HISTORY     - 1975     MONUMENTED       USE
 AC6024  HISTORY     - 19960717 GOOD             NGS
 AC6024
 AC6024                          STATION DESCRIPTION
 AC6024
 AC6024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6024'0.2 KM (0.10 MI) EASTERLY ALONG NORTH STREET FROM THE JUNCTION OF
 AC6024'STATE HIGHWAY 26 IN EAGLE HARBOR, IN A LARGE AREA OF OUTCROPPING
 AC6024'BEDROCK SOUTHEAST OF THE LAKE BREEZE HOTEL, 53.0 M (173.9 FT) EAST OF
 AC6024'THE SOUTHEAST CORNER OF A PARKING LOT, 17.9 M (58.7 FT) EAST OF THE
 AC6024'SOUTHEAST CORNER OF A SEAWALL, 5.5 M (18.0 FT) EAST OF THE WATERS
 AC6024'EDGE, 2.5 M (8.2 FT) NORTH OF THE SOUTH EDGE OF THE BEDROCK, AND 0.8 M
 AC6024'(2.6 FT) NORTHWEST OF THE HIGH POINT OF THE OUTCROP.  NOTE--THE
 AC6024'MONUMENT IS ON PROPERTY OF MARCIA RALEY, LAKE BREEZE HOTEL, EAGLE
 AC6024'HARBOR, MI 49950, TELEPHONE NUMBER (906) 289-4514.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1020 ***********************************************************************
 AI1020  DESIGNATION -  3
 AI1020  PID         -  AI1020
 AI1020  STATE/COUNTY-  MI/CHARLEVOIX
 AI1020  USGS QUAD   -  
 AI1020
 AI1020                         *CURRENT SURVEY CONTROL
 AI1020  ___________________________________________________________________
 AI1020* NAD 83(1994)-  45 19 16.72892(N)    085 14 58.23688(W)     ADJUSTED  
 AI1020* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 AI1020  ___________________________________________________________________
 AI1020  X           -     372,044.145 (meters)                     COMP
 AI1020  Y           -  -4,476,947.049 (meters)                     COMP
 AI1020  Z           -   4,512,638.169 (meters)                     COMP
 AI1020  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI1020  ELLIP HEIGHT-         155.41  (meters)          (07/12/02) GPS OBS
 AI1020  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 AI1020
 AI1020  HORZ ORDER  -  FIRST
 AI1020  ELLP ORDER  -  FOURTH    CLASS I
 AI1020
 AI1020.The horizontal coordinates were established by GPS observations
 AI1020.and adjusted by the National Geodetic Survey in August 1999..
 AI1020
 AI1020.The orthometric height was determined by GPS observations and a
 AI1020.high-resolution geoid model.
 AI1020
 AI1020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1020
 AI1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1020
 AI1020.The ellipsoidal height was determined by GPS observations
 AI1020.and is referenced to NAD 83.
 AI1020
 AI1020.The geoid height was determined by GEOID03.
 AI1020
 AI1020;                    North         East     Units Scale Factor Converg.
 AI1020;SPC MI C     -   223,134.886 5,930,786.640   MT  0.99993444   -0 37 25.1
 AI1020;SPC MI C     -   732,069.84 19,457,961.42   iFT  0.99993444   -0 37 25.1
 AI1020;UTM  16      - 5,020,135.699   637,191.873   MT  0.99983142   +1 14 41.6
 AI1020
 AI1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1020!SPC MI C     -   0.99997564  x   0.99993444  =   0.99991008
 AI1020!UTM  16      -   0.99997564  x   0.99983142  =   0.99980706
 AI1020
 AI1020                          SUPERSEDED SURVEY CONTROL
 AI1020
 AI1020  ELLIP H (08/16/99)  155.41   (m)                       GP(       ) 3 2
 AI1020
 AI1020.Superseded values are not recommended for survey control.
 AI1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1020.See file dsdata.txt to determine how the superseded data were derived.
 AI1020
 AI1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3719220136(NAD 83)
 AI1020_MARKER: DD = SURVEY DISK
 AI1020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1020_STAMPING: 3-1998
 AI1020_MARK LOGO: WADTRI
 AI1020_PROJECTION: RECESSED 10 CENTIMETERS
 AI1020_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1020+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1020_ROD/PIPE-DEPTH: 10   meters
 AI1020_SLEEVE-DEPTH  : 10 meters
 AI1020
 AI1020  HISTORY     - Date     Condition        Report By
 AI1020  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1020
 AI1020                          STATION DESCRIPTION
 AI1020
 AI1020'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1020'DESCRIBED BY WADE-TRIM INC. FROM DRAW BRIDGE NORTH ON 31 IN
 AI1020'CHARLEVOIX, .65 MILES (1.05 KM) TO MEECH STREET, THEN SOUTH .10 MILES
 AI1020'(0.16 KM) TO INTERSECTION OF MEECH AND CHERRY STREET, STATION IS 93.18
 AI1020'FT SOUTHEASTERLY OF MEECH AND CHERRY 89.70 FEET SE OF PP IN NE QUAD OF
 AI1020'MEECH AND CHERRY, 57.74 FT NE OF PP ON EAST SIDE OF MEECH, 63.55 FT NW
 AI1020'OF FACE OF 16 INCH MAPLE ON WEST SIDE OF PARK ROW AVE. ALUM ROD WITH
 AI1020'ALUM DISKDRIVEN TO POINT OF REFUSAL IN NGS BOX STAMPED NO.3-1998 ON
 AI1020'RIM OF BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0184 ***********************************************************************
 QJ0184  DESIGNATION -  3 GEU USGS
 QJ0184  PID         -  QJ0184
 QJ0184  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0184  USGS QUAD   -  MOLTKE (1971)
 QJ0184
 QJ0184                         *CURRENT SURVEY CONTROL
 QJ0184  ___________________________________________________________________
 QJ0184* NAD 83(1986)-  45 27 44.     (N)    083 52 48.     (W)     SCALED    
 QJ0184* NAVD 88     -       184.193  (meters)     604.31   (feet)  ADJUSTED  
 QJ0184  ___________________________________________________________________
 QJ0184  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 QJ0184  DYNAMIC HT  -         184.185 (meters)     604.28  (feet)  COMP
 QJ0184  MODELED GRAV-     980,567.4   (mgal)                       NAVD 88
 QJ0184  OBS GRAVITY -     980,569.8   (mgal)                       GRAV_OBS
 QJ0184
 QJ0184  VERT ORDER  -  FIRST     CLASS II
 QJ0184
 QJ0184.The horizontal coordinates were scaled from a topographic map and have
 QJ0184.an estimated accuracy of +/- 6 seconds.
 QJ0184
 QJ0184.The orthometric height was determined by differential leveling
 QJ0184.and adjusted by the National Geodetic Survey in June 1991..
 QJ0184
 QJ0184.The geoid height was determined by GEOID03.
 QJ0184
 QJ0184.The dynamic height is computed by dividing the NAVD 88
 QJ0184.geopotential number by the normal gravity value computed on the
 QJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0184.degrees latitude (g = 980.6199 gals.).
 QJ0184
 QJ0184.The modeled gravity was interpolated from observed gravity values.
 QJ0184.The observed gravity was obtained from relative gravimeter ties
 QJ0184.to the IGSN71 gravity network.
 QJ0184
 QJ0184;                    North         East    Units  Estimated Accuracy
 QJ0184;SPC MI C     -   238,530.    6,038,060.      MT  (+/- 180 meters Scaled)
 QJ0184
 QJ0184                          SUPERSEDED SURVEY CONTROL
 QJ0184
 QJ0184.No superseded survey control is available for this station.
 QJ0184
 QJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL748383(NAD 83)
 QJ0184_MARKER: DD = SURVEY DISK
 QJ0184_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0184_SP_SET: HEADWALL OF CULVERT
 QJ0184_STAMPING: 3 GEU 1971
 QJ0184_MARK LOGO: USGS  
 QJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0184+STABILITY: SURFACE MOTION
 QJ0184
 QJ0184  HISTORY     - Date     Condition        Report By
 QJ0184  HISTORY     - 1971     MONUMENTED       USGS
 QJ0184  HISTORY     - 1983     GOOD             NGS
 QJ0184  HISTORY     - 20030627 GOOD             USPSQD
 QJ0184
 QJ0184                          STATION DESCRIPTION
 QJ0184
 QJ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0184'7.3 KM (4.55 MI) NW FROM ROGERS CITY.
 QJ0184'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0184'STREET) IN ROGERS CITY, THENCE 5.5 KM (3.45 MI) NORTHWEST ALONG THE
 QJ0184'HIGHWAY, AT A CONCRETE CULVERT UNDER THE HIGHWAY, IS A U.S.
 QJ0184'DEPARTMENT OF INTERIOR SURVEY DISK SET IN TOP OF THE NORTHWEST END OF
 QJ0184'THE NORTHEAST HEADWALL, 15.03 KM (0.2 MI) SOUTHEAST OF AN ASPHALT SIDE
 QJ0184'ROAD LEADING NORTH-NORTHEAST TO THE HOEFT STATE PARK, 9.6 METERS
 QJ0184'(31.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 METER
 QJ0184'(1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL.
 QJ0184'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QJ0184
 QJ0184                          STATION RECOVERY (2003)
 QJ0184
 QJ0184'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0285 ***********************************************************************
 QK0285  DESIGNATION -  3 RBC
 QK0285  PID         -  QK0285
 QK0285  STATE/COUNTY-  MI/MACKINAC
 QK0285  USGS QUAD   -  MORAN (1976)
 QK0285
 QK0285                         *CURRENT SURVEY CONTROL
 QK0285  ___________________________________________________________________
 QK0285* NAD 83(1986)-  45 54 41.     (N)    084 52 08.     (W)     SCALED    
 QK0285* NAVD 88     -       178.449  (meters)     585.46   (feet)  ADJUSTED  
 QK0285  ___________________________________________________________________
 QK0285  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0285  DYNAMIC HT  -         178.458 (meters)     585.49  (feet)  COMP
 QK0285  MODELED GRAV-     980,662.9   (mgal)                       NAVD 88
 QK0285
 QK0285  VERT ORDER  -  FIRST     CLASS 0
 QK0285
 QK0285.The horizontal coordinates were scaled from a topographic map and have
 QK0285.an estimated accuracy of +/- 6 seconds.
 QK0285
 QK0285.The orthometric height was determined by differential leveling
 QK0285.and adjusted by the National Geodetic Survey in June 1991..
 QK0285
 QK0285.The geoid height was determined by GEOID03.
 QK0285
 QK0285.The dynamic height is computed by dividing the NAVD 88
 QK0285.geopotential number by the normal gravity value computed on the
 QK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0285.degrees latitude (g = 980.6199 gals.).
 QK0285
 QK0285.The modeled gravity was interpolated from observed gravity values.
 QK0285
 QK0285;                    North         East    Units  Estimated Accuracy
 QK0285;SPC MI N     -   127,600.    8,165,310.      MT  (+/- 180 meters Scaled)
 QK0285
 QK0285                          SUPERSEDED SURVEY CONTROL
 QK0285
 QK0285  NGVD 29 (??/??/92)  178.494  (m)          585.61   (f) ADJ UNCH    1 0
 QK0285
 QK0285.Superseded values are not recommended for survey control.
 QK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0285.See file dsdata.txt to determine how the superseded data were derived.
 QK0285
 QK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR652864(NAD 83)
 QK0285_MARKER: DB = BENCH MARK DISK
 QK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0285_STAMPING: 3 RBC 1958
 QK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0285+STABILITY: SURFACE MOTION
 QK0285
 QK0285  HISTORY     - Date     Condition        Report By
 QK0285  HISTORY     - 1958     MONUMENTED       USGS
 QK0285  HISTORY     - 1972     GOOD             NGS
 QK0285  HISTORY     - 19950702 POOR             USPSQD
 QK0285  HISTORY     - 20010331 GOOD             NGS
 QK0285  HISTORY     - 20030606 GOOD             USPSQD
 QK0285  HISTORY     - 20060830 GOOD             USPSQD
 QK0285
 QK0285                          STATION DESCRIPTION
 QK0285
 QK0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0285'9.1 MI NW FROM ST IGNACE.
 QK0285'ABOUT 9.1 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0285'OVER I 75 AT ST IGNACE, ABOUT 0.4 MILE SOUTHEAST OF A 20-FOOT
 QK0285'CONCRETE BRIDGE OVER THE PTE AUX CHENES RIVER, AT THE INSIDE AND
 QK0285'NEAR THE EAST END OF A LONG CURVE IN THE HIGHWAY, 92 FEET
 QK0285'SOUTHEAST OF POWER POLE F 230-E 112, IN SECTION 25, R 5 W, T 41
 QK0285'N, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 QK0285'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 QK0285'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 25,
 QK0285'T41N, R5W.  NOTE-- POST APPEARS TO LEAN SLIGHTLY TO THE WEST.
 QK0285'POSSIBLY SET THIS WAY.  THE DIRT HAS BEEN REMOVED FROM AROUND
 QK0285'THE POST LEAVING THE MARK ON A SMALL MOUND OF DIRT.
 QK0285
 QK0285                          STATION RECOVERY (1995)
 QK0285
 QK0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0285'MARK RECOVERED IN POOR CONDITION.
 QK0285
 QK0285                          STATION RECOVERY (2001)
 QK0285
 QK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0285
 QK0285                          STATION RECOVERY (2003)
 QK0285
 QK0285'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0285'RECOVERED IN GOOD CONDITION.
 QK0285
 QK0285                          STATION RECOVERY (2006)
 QK0285
 QK0285'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0762 ***********************************************************************
 QK0762  DESIGNATION -  3 RMC
 QK0762  PID         -  QK0762
 QK0762  STATE/COUNTY-  MI/EMMET
 QK0762  USGS QUAD   -  
 QK0762
 QK0762                         *CURRENT SURVEY CONTROL
 QK0762  ___________________________________________________________________
 QK0762* NAD 83(1994)-  45 38 00.61413(N)    084 45 22.61782(W)     ADJUSTED  
 QK0762* NAVD 88     -       228.53   (+/-2cm)     749.8    (feet)  VERTCON   
 QK0762  ___________________________________________________________________
 QK0762  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 QK0762  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 QK0762
 QK0762  HORZ ORDER  -  SECOND
 QK0762  VERT ORDER  -  THIRD ? (See Below)
 QK0762
 QK0762.The horizontal coordinates were established by classical geodetic methods
 QK0762.and adjusted by the National Geodetic Survey in February 1997..
 QK0762
 QK0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0762.The vertical order pertains to the NGVD 29 superseded value.
 QK0762
 QK0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0762
 QK0762.The geoid height was determined by GEOID03.
 QK0762
 QK0762;                    North         East     Units Scale Factor Converg.
 QK0762;SPC MI C     -   257,526.865 5,969,620.976   MT  0.99998530   -0 16 30.8
 QK0762;SPC MI C     -   844,904.41 19,585,370.66   iFT  0.99998530   -0 16 30.8
 QK0762;UTM  16      - 5,055,777.060   674,878.775   MT  0.99997601   +1 36 15.8
 QK0762
 QK0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0762!SPC MI C     -   0.99996971  x   0.99998530  =   0.99995501
 QK0762!UTM  16      -   0.99996971  x   0.99997601  =   0.99994572
 QK0762
 QK0762                          SUPERSEDED SURVEY CONTROL
 QK0762
 QK0762  NAD 83(1986)-  45 38 00.60782(N)    084 45 22.61841(W) AD(       ) 2
 QK0762  NAD 27      -  45 38 00.56600(N)    084 45 22.45200(W) AD(       ) 2
 QK0762  NGVD 29 (07/19/86)  228.54   (m)          749.8    (f) LEVELING    3  
 QK0762
 QK0762.Superseded values are not recommended for survey control.
 QK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0762.See file dsdata.txt to determine how the superseded data were derived.
 QK0762
 QK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7487955777(NAD 83)
 QK0762
 QK0762  HISTORY     - Date     Condition        Report By
 QK0762  HISTORY     - 1956     MONUMENTED       USGS
 QK0762
 QK0762                          STATION DESCRIPTION
 QK0762
 QK0762'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 QK0762'SEE STATION LEVERING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0359 ***********************************************************************
 NE0359  DESIGNATION -  30 1/2
 NE0359  PID         -  NE0359
 NE0359  STATE/COUNTY-  MI/OAKLAND
 NE0359  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0359
 NE0359                         *CURRENT SURVEY CONTROL
 NE0359  ___________________________________________________________________
 NE0359* NAD 83(1986)-  42 40 38.     (N)    083 21 46.     (W)     SCALED    
 NE0359* NAVD 88     -       292.497  (meters)     959.63   (feet)  POSTED    
 NE0359  ___________________________________________________________________
 NE0359  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE0359  DYNAMIC HT  -         292.410 (meters)     959.35  (feet)  COMP
 NE0359  MODELED GRAV-     980,310.7   (mgal)                       NAVD 88
 NE0359
 NE0359  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 NE0359
 NE0359.The horizontal coordinates were scaled from a topographic map and have
 NE0359.an estimated accuracy of +/- 6 seconds.
 NE0359
 NE0359.The orthometric height was determined by differential leveling
 NE0359.and adjusted by the National Geodetic Survey in 1992..
 NE0359.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 NE0359.rate of 4.1 thru 8.0 mm/km.
 NE0359
 NE0359.The geoid height was determined by GEOID03.
 NE0359
 NE0359.The dynamic height is computed by dividing the NAVD 88
 NE0359.geopotential number by the normal gravity value computed on the
 NE0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0359.degrees latitude (g = 980.6199 gals.).
 NE0359
 NE0359.The modeled gravity was interpolated from observed gravity values.
 NE0359
 NE0359;                    North         East    Units  Estimated Accuracy
 NE0359;SPC MI S     -   131,250.    4,082,280.      MT  (+/- 180 meters Scaled)
 NE0359
 NE0359                          SUPERSEDED SURVEY CONTROL
 NE0359
 NE0359  NGVD 29 (??/??/92)  292.59   (m)          959.9    (f) COMPUTED    2 0
 NE0359
 NE0359.Superseded values are not recommended for survey control.
 NE0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0359.See file dsdata.txt to determine how the superseded data were derived.
 NE0359
 NE0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH064276(NAD 83)
 NE0359_MARKER: B = BOLT
 NE0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0359_STAMPING: 30-1/2
 NE0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0359+STABILITY: SURFACE MOTION
 NE0359
 NE0359  HISTORY     - Date     Condition        Report By
 NE0359  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0359  HISTORY     - 1939     MARK NOT FOUND   NGS
 NE0359
 NE0359                          STATION DESCRIPTION
 NE0359
 NE0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NE0359'0.6 MI SE FROM DRAYTON PLAINS.
 NE0359'0.6 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0359'THE STATION AT DRAYTON PLAINS, OAKLAND COUNTY, 0.4 MILE SOUTHEAST
 NE0359'OF MILEPOST D 31, 0.5 MILE SOUTHEAST OF A ROAD CROSSING, 36.3
 NE0359'FEET SOUTHWEST OF A WHISTLE POST, 41.4 FEET SOUTHWEST OF THE
 NE0359'SOUTHWEST RAIL, AND ABOUT 7 FEET LOWER THAN THE RAIL.  A COPPER
 NE0359'BOLT, STAMPED 30-1/2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0390 ***********************************************************************
 NE0390  DESIGNATION -  30 1/2
 NE0390  PID         -  NE0390
 NE0390  STATE/COUNTY-  MI/OAKLAND
 NE0390  USGS QUAD   -  ROCHESTER (1981)
 NE0390
 NE0390                         *CURRENT SURVEY CONTROL
 NE0390  ___________________________________________________________________
 NE0390* NAD 83(1986)-  42 38 25.     (N)    083 12 01.     (W)     SCALED    
 NE0390* NAVD 88     -       261.864  (meters)     859.13   (feet)  ADJUSTED  
 NE0390  ___________________________________________________________________
 NE0390  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NE0390  DYNAMIC HT  -         261.786 (meters)     858.88  (feet)  COMP
 NE0390  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NE0390
 NE0390  VERT ORDER  -  SECOND    CLASS 0
 NE0390
 NE0390.The horizontal coordinates were scaled from a topographic map and have
 NE0390.an estimated accuracy of +/- 6 seconds.
 NE0390
 NE0390.The orthometric height was determined by differential leveling
 NE0390.and adjusted by the National Geodetic Survey in June 1991..
 NE0390
 NE0390.The geoid height was determined by GEOID03.
 NE0390
 NE0390.The dynamic height is computed by dividing the NAVD 88
 NE0390.geopotential number by the normal gravity value computed on the
 NE0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0390.degrees latitude (g = 980.6199 gals.).
 NE0390
 NE0390.The modeled gravity was interpolated from observed gravity values.
 NE0390
 NE0390;                    North         East    Units  Estimated Accuracy
 NE0390;SPC MI S     -   127,320.    4,095,650.      MT  (+/- 180 meters Scaled)
 NE0390
 NE0390                          SUPERSEDED SURVEY CONTROL
 NE0390
 NE0390  NGVD 29 (??/??/92)  261.98   (m)          859.5    (f) COMPUTED    2 0
 NE0390
 NE0390.Superseded values are not recommended for survey control.
 NE0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0390.See file dsdata.txt to determine how the superseded data were derived.
 NE0390
 NE0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH196232(NAD 83)
 NE0390_MARKER: B = BOLT
 NE0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0390_STAMPING: 30-1/2
 NE0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0390+STABILITY: SURFACE MOTION
 NE0390
 NE0390  HISTORY     - Date     Condition        Report By
 NE0390  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0390  HISTORY     - 1934     GOOD             NGS
 NE0390  HISTORY     - 20010731 MARK NOT FOUND   LOCSUR
 NE0390
 NE0390                          STATION DESCRIPTION
 NE0390
 NE0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0390'1.1 MI NE FROM AMY.
 NE0390'1.1 MILES NORTHEAST ALONG THE GRAND TRAUNK WESTERN RAILWAY FROM
 NE0390'THE STATION AT AMY, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0390'R 31, 50 YARDS NORTHEAST OF POWER-TRANSMISSION LINE POLE 313,
 NE0390'32 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF THE
 NE0390'RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN THE TOP OF
 NE0390'THE RAIL.  A COPPER BOLT, STAMPED 30-1/2 AND SET IN THE TOP OF
 NE0390'A CONCRETE POST.
 NE0390
 NE0390                          STATION RECOVERY (2001)
 NE0390
 NE0390'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9913 ***********************************************************************
 AD9913  DESIGNATION -  30 OMA RESET
 AD9913  PID         -  AD9913
 AD9913  STATE/COUNTY-  MI/HURON
 AD9913  USGS QUAD   -  SEBEWAING (1978)
 AD9913
 AD9913                         *CURRENT SURVEY CONTROL
 AD9913  ___________________________________________________________________
 AD9913* NAD 83(1994)-  43 43 35.46362(N)    083 22 33.08945(W)     ADJUSTED  
 AD9913* NAVD 88     -       190.1    (meters)     624.     (feet)  GPS OBS   
 AD9913  ___________________________________________________________________
 AD9913  X           -     532,556.328 (meters)                     COMP
 AD9913  Y           -  -4,585,825.448 (meters)                     COMP
 AD9913  Z           -   4,386,290.872 (meters)                     COMP
 AD9913  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AD9913  ELLIP HEIGHT-         155.92  (meters)          (07/12/02) GPS OBS
 AD9913  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AD9913
 AD9913  HORZ ORDER  -  A
 AD9913  ELLP ORDER  -  THIRD     CLASS II
 AD9913
 AD9913.The horizontal coordinates were established by GPS observations
 AD9913.and adjusted by the National Geodetic Survey in July 1997..
 AD9913
 AD9913.The orthometric height was determined by GPS observations and a
 AD9913.high-resolution geoid model.
 AD9913
 AD9913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9913
 AD9913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9913
 AD9913.The ellipsoidal height was determined by GPS observations
 AD9913.and is referenced to NAD 83.
 AD9913
 AD9913.The geoid height was determined by GEOID03.
 AD9913
 AD9913;                    North         East     Units Scale Factor Converg.
 AD9913;SPC MI S     -   247,798.127 4,079,832.438   MT  1.00001484   +0 40 27.4
 AD9913;SPC MI S     -   812,985.98 13,385,277.03   iFT  1.00001484   +0 40 27.4
 AD9913;UTM  17      - 4,844,241.682   308,642.389   MT  1.00005041   -1 38 33.8
 AD9913
 AD9913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9913!SPC MI S     -   0.99997555  x   1.00001484  =   0.99999039
 AD9913!UTM  17      -   0.99997555  x   1.00005041  =   1.00002596
 AD9913
 AD9913                          SUPERSEDED SURVEY CONTROL
 AD9913
 AD9913  ELLIP H (07/24/97)  155.93   (m)                       GP(       ) 2 1
 AD9913
 AD9913.Superseded values are not recommended for survey control.
 AD9913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9913.See file dsdata.txt to determine how the superseded data were derived.
 AD9913
 AD9913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0864244242(NAD 83)
 AD9913_MARKER: DD = SURVEY DISK
 AD9913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9913_STAMPING: 30 OMA RESET 1996
 AD9913_MARK LOGO: USGS  
 AD9913_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9913+STABILITY: SURFACE MOTION
 AD9913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9913+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 AD9913
 AD9913  HISTORY     - Date     Condition        Report By
 AD9913  HISTORY     - 1996     MONUMENTED       NGS
 AD9913  HISTORY     - 19991211 GOOD             USPSQD
 AD9913  HISTORY     - 20050727 GOOD             ROWEIN
 AD9913
 AD9913                          STATION DESCRIPTION
 AD9913
 AD9913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RLR)
 AD9913'STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) EAST OF SEBEWAING, 4.05 MI
 AD9913'(6.52 KM) NORTH OF HURON-TUSCOLA COUNTY LINE, AND 1.85 MI (2.98 KM)
 AD9913'SOUTH AND WEST OF KILMANAGH.  IT IS NEAR THE CORNER OF SECTIONS 11,
 AD9913'12, 13 AND 14, T-15-N, R-9-W, SEBEWAING TOWNSHIP.  OWNERSHIP-- HURON
 AD9913'COUNTY.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-25 AND
 AD9913'SEBEWAING ROAD AT THE SOUTH SIDE OF SEBEWAING, GO EAST ON SEBEWAING
 AD9913'ROAD FOR 3.5 MI (5.6 KM) TO A GRADED CROSSROAD, VOLZ RD.  TURN RIGHT,
 AD9913'AND GO SOUTH ON VOLZ RD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AD9913'LEFT IN THE WIDEST PORTION OF THE GRASSY STRIP BETWEEN THE ROAD AND
 AD9913'THE CULTIVATED FIELD.  STATION IS A STANDARD USGS DISC, SET INTO THE
 AD9913'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1-INCH ABOVE
 AD9913'THE GROUND SURFACE.  IT IS 267.0 FT (81.4 M) SOUTH FROM THE
 AD9913'APPROXIMATE CENTER OF SEBEWAING ROAD, 98.0 FT (29.9 M) SOUTHEAST FROM
 AD9913'A UTILITY POLE IN THE CULTIVATED FIELD ON THE WEST SIDE OF VOLZ RD,
 AD9913'2.0 FT (0.6 M) SOUTH FROM A CARSONITE WITNESS POST AND 2.0 FT (0.6 M)
 AD9913'NORTH FROM A CARSONITE WITNESS POST.  DESCRIBED BY RONALD L.  RAMSEY,
 AD9913'NGS GEODETIC ADVISOR - MICHIGAN.
 AD9913
 AD9913                          STATION RECOVERY (1999)
 AD9913
 AD9913'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD9913'RECOVERED IN GOOD CONDITION.
 AD9913
 AD9913                          STATION RECOVERY (2005)
 AD9913
 AD9913'RECOVERY NOTE BY ROWE INCORPORATED 2005 (JJF)
 AD9913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0128 ***********************************************************************
 QJ0128  DESIGNATION -  30 RMC USGS
 QJ0128  PID         -  QJ0128
 QJ0128  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0128  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0128
 QJ0128                         *CURRENT SURVEY CONTROL
 QJ0128  ___________________________________________________________________
 QJ0128* NAD 83(1986)-  45 16 42.     (N)    083 35 52.     (W)     SCALED    
 QJ0128* NAVD 88     -       219.243  (meters)     719.30   (feet)  ADJUSTED  
 QJ0128  ___________________________________________________________________
 QJ0128  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0128  DYNAMIC HT  -         219.230 (meters)     719.26  (feet)  COMP
 QJ0128  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 QJ0128
 QJ0128  VERT ORDER  -  FIRST     CLASS II
 QJ0128
 QJ0128.The horizontal coordinates were scaled from a topographic map and have
 QJ0128.an estimated accuracy of +/- 6 seconds.
 QJ0128
 QJ0128.The orthometric height was determined by differential leveling
 QJ0128.and adjusted by the National Geodetic Survey in June 1991..
 QJ0128
 QJ0128.The geoid height was determined by GEOID03.
 QJ0128
 QJ0128.The dynamic height is computed by dividing the NAVD 88
 QJ0128.geopotential number by the normal gravity value computed on the
 QJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0128.degrees latitude (g = 980.6199 gals.).
 QJ0128
 QJ0128.The modeled gravity was interpolated from observed gravity values.
 QJ0128
 QJ0128;                    North         East    Units  Estimated Accuracy
 QJ0128;SPC MI C     -   218,270.    6,060,330.      MT  (+/- 180 meters Scaled)
 QJ0128
 QJ0128                          SUPERSEDED SURVEY CONTROL
 QJ0128
 QJ0128.No superseded survey control is available for this station.
 QJ0128
 QJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL962171(NAD 83)
 QJ0128_MARKER: DD = SURVEY DISK
 QJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0128_SP_SET: CONCRETE POST
 QJ0128_STAMPING: 30 RMC 1956
 QJ0128_MARK LOGO: USGS  
 QJ0128_PROJECTION: PROJECTING 58 CENTIMETERS
 QJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0128+STABILITY: SURFACE MOTION
 QJ0128
 QJ0128  HISTORY     - Date     Condition        Report By
 QJ0128  HISTORY     - 1956     MONUMENTED       USGS
 QJ0128  HISTORY     - 1983     GOOD             NGS
 QJ0128
 QJ0128                          STATION DESCRIPTION
 QJ0128
 QJ0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0128'32.8 KM (20.4 MI) SE FROM ROGERS CITY.
 QJ0128'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0128'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0128'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0128'ALONG GRAND LAKE HIGHWAY, THENCE 0.1 KM (0.05 MI) NORTH ALONG BOLTON
 QJ0128'ROAD (IS A GRAVELED CROSSROAD), 81.99 METERS (269.0 FT) NORTH OF THE
 QJ0128'CENTER OF GRAND LAKE HIGHWAY, 7.62 METERS (25.0 FT) EAST OF THE CENTER
 QJ0128'OF BOLTON ROAD, AND 10.66 METERS (35.0 FT) NORTH-NORTHWEST OF AN APPLE
 QJ0128'TREE.
 QJ0128'THE MARK IS 0.09 METERS  S FROM A WITNESS POST.
 QJ0128'THE MARK IS ABOVE LEVEL WITH BOLTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0330 ***********************************************************************
 OJ0330  DESIGNATION -  301 1/2
 OJ0330  PID         -  OJ0330
 OJ0330  STATE/COUNTY-  MI/LAPEER
 OJ0330  USGS QUAD   -  IMLAY CITY (1963)
 OJ0330
 OJ0330                         *CURRENT SURVEY CONTROL
 OJ0330  ___________________________________________________________________
 OJ0330* NAD 83(1986)-  43 01 27.     (N)    083 04 58.     (W)     SCALED    
 OJ0330* NAVD 88     -       251.950  (meters)     826.61   (feet)  POSTED    
 OJ0330  ___________________________________________________________________
 OJ0330  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0330  DYNAMIC HT  -         251.880 (meters)     826.38  (feet)  COMP
 OJ0330  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 OJ0330
 OJ0330  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 OJ0330
 OJ0330.The horizontal coordinates were scaled from a topographic map and have
 OJ0330.an estimated accuracy of +/- 6 seconds.
 OJ0330
 OJ0330.The orthometric height was determined by differential leveling
 OJ0330.and adjusted by the National Geodetic Survey in 1992..
 OJ0330.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 OJ0330.rate of 4.1 thru 8.0 mm/km.
 OJ0330
 OJ0330.The geoid height was determined by GEOID03.
 OJ0330
 OJ0330.The dynamic height is computed by dividing the NAVD 88
 OJ0330.geopotential number by the normal gravity value computed on the
 OJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0330.degrees latitude (g = 980.6199 gals.).
 OJ0330
 OJ0330.The modeled gravity was interpolated from observed gravity values.
 OJ0330
 OJ0330;                    North         East    Units  Estimated Accuracy
 OJ0330;SPC MI S     -   170,100.    4,104,640.      MT  (+/- 180 meters Scaled)
 OJ0330
 OJ0330                          SUPERSEDED SURVEY CONTROL
 OJ0330
 OJ0330  NGVD 29 (??/??/92)  252.076  (m)          827.02   (f) ADJ UNCH    2 0
 OJ0330
 OJ0330.Superseded values are not recommended for survey control.
 OJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0330.See file dsdata.txt to determine how the superseded data were derived.
 OJ0330
 OJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH303656(NAD 83)
 OJ0330_MARKER: Z = SEE DESCRIPTION
 OJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0330_STAMPING: BM NO 301 1/2
 OJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0330+STABILITY: SURFACE MOTION
 OJ0330
 OJ0330  HISTORY     - Date     Condition        Report By
 OJ0330  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0330  HISTORY     - 1934     GOOD             NGS
 OJ0330
 OJ0330                          STATION DESCRIPTION
 OJ0330
 OJ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0330'0.4 MI W FROM IMLAY CITY.
 OJ0330'0.4 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0330'STATION AT IMLAY CITY, LAPEER COUNTY, 46 YARDS SOUTHEAST OF
 OJ0330'THE SOUTHEAST CORNER OF A RAILWAY SECTION HOUSE, 52.6 FEET
 OJ0330'SOUTH OF THE SOUTH RAIL OF THE SOUTHWEST-BOUND TRACK.  1.8 FEET
 OJ0330'NORTH OF A WIRE FENCE, AND 4 FEET LOWER THAN THE TOP OF THE
 OJ0330'SOUTH RAIL.  A 1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 301 1/2
 OJ0330'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0121 ***********************************************************************
 NE0121  DESIGNATION -  3032
 NE0121  PID         -  NE0121
 NE0121  STATE/COUNTY-  MI/WAYNE
 NE0121  USGS QUAD   -  BELLE ISLE (1980)
 NE0121
 NE0121                         *CURRENT SURVEY CONTROL
 NE0121  ___________________________________________________________________
 NE0121* NAD 83(1986)-  42 20 24.     (N)    082 56 52.     (W)     SCALED    
 NE0121* NAVD 88     -       176.024  (meters)     577.51   (feet)  ADJUSTED  
 NE0121  ___________________________________________________________________
 NE0121  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0121  DYNAMIC HT  -         175.972 (meters)     577.33  (feet)  COMP
 NE0121  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 NE0121
 NE0121  VERT ORDER  -  FIRST     CLASS 0
 NE0121
 NE0121.The horizontal coordinates were scaled from a topographic map and have
 NE0121.an estimated accuracy of +/- 6 seconds.
 NE0121
 NE0121.The orthometric height was determined by differential leveling
 NE0121.and adjusted by the National Geodetic Survey in June 1991..
 NE0121
 NE0121.The geoid height was determined by GEOID03.
 NE0121
 NE0121.The dynamic height is computed by dividing the NAVD 88
 NE0121.geopotential number by the normal gravity value computed on the
 NE0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0121.degrees latitude (g = 980.6199 gals.).
 NE0121
 NE0121.The modeled gravity was interpolated from observed gravity values.
 NE0121
 NE0121;                    North         East    Units  Estimated Accuracy
 NE0121;SPC MI S     -    94,290.    4,116,920.      MT  (+/- 180 meters Scaled)
 NE0121
 NE0121                          SUPERSEDED SURVEY CONTROL
 NE0121
 NE0121  NGVD 29 (??/??/92)  176.188  (m)          578.04   (f) ADJ UNCH    1 0
 NE0121
 NE0121.Superseded values are not recommended for survey control.
 NE0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0121.See file dsdata.txt to determine how the superseded data were derived.
 NE0121
 NE0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG395893(NAD 83)
 NE0121_MARKER: Z = SEE DESCRIPTION
 NE0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0121_SP_SET: WALL
 NE0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0121
 NE0121  HISTORY     - Date     Condition        Report By
 NE0121  HISTORY     - UNK      MONUMENTED       USLS
 NE0121  HISTORY     - 1970     GOOD             USLS
 NE0121
 NE0121                          STATION DESCRIPTION
 NE0121
 NE0121'DESCRIBED BY US LAKE SURVEY 1970
 NE0121'IN DETROIT.
 NE0121'RIVERSIDE TOWN HALL ON EAST SIDE OF LAUZON DRIVE, TABLET IN NORTH
 NE0121'CONCRETE FOUNDATION WALL, 1.7 FEET FROM NORTHWEST CORNER AND
 NE0121'0.2 FOOT BELOW BRICKWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0116 ***********************************************************************
 NE0116  DESIGNATION -  3034
 NE0116  PID         -  NE0116
 NE0116  STATE/COUNTY-  MI/WAYNE
 NE0116  USGS QUAD   -  BELLE ISLE (1980)
 NE0116
 NE0116                         *CURRENT SURVEY CONTROL
 NE0116  ___________________________________________________________________
 NE0116* NAD 83(1986)-  42 19 58.     (N)    082 57 21.     (W)     SCALED    
 NE0116* NAVD 88     -       176.859  (meters)     580.24   (feet)  ADJUSTED  
 NE0116  ___________________________________________________________________
 NE0116  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0116  DYNAMIC HT  -         176.806 (meters)     580.07  (feet)  COMP
 NE0116  MODELED GRAV-     980,319.9   (mgal)                       NAVD 88
 NE0116
 NE0116  VERT ORDER  -  FIRST     CLASS 0
 NE0116
 NE0116.The horizontal coordinates were scaled from a topographic map and have
 NE0116.an estimated accuracy of +/- 6 seconds.
 NE0116
 NE0116.The orthometric height was determined by differential leveling
 NE0116.and adjusted by the National Geodetic Survey in June 1991..
 NE0116
 NE0116.The geoid height was determined by GEOID03.
 NE0116
 NE0116.The dynamic height is computed by dividing the NAVD 88
 NE0116.geopotential number by the normal gravity value computed on the
 NE0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0116.degrees latitude (g = 980.6199 gals.).
 NE0116
 NE0116.The modeled gravity was interpolated from observed gravity values.
 NE0116
 NE0116;                    North         East    Units  Estimated Accuracy
 NE0116;SPC MI S     -    93,480.    4,116,270.      MT  (+/- 180 meters Scaled)
 NE0116
 NE0116                          SUPERSEDED SURVEY CONTROL
 NE0116
 NE0116  NGVD 29 (??/??/92)  177.023  (m)          580.78   (f) ADJ UNCH    1 0
 NE0116
 NE0116.Superseded values are not recommended for survey control.
 NE0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0116.See file dsdata.txt to determine how the superseded data were derived.
 NE0116
 NE0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG388885(NAD 83)
 NE0116_MARKER: DD = SURVEY DISK
 NE0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0116_SP_SET: WALL
 NE0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0116
 NE0116  HISTORY     - Date     Condition        Report By
 NE0116  HISTORY     - UNK      MONUMENTED       USLS
 NE0116  HISTORY     - 1970     GOOD             USLS
 NE0116
 NE0116                          STATION DESCRIPTION
 NE0116
 NE0116'DESCRIBED BY US LAKE SURVEY 1970
 NE0116'IN DETROIT.
 NE0116'LARGE GREY ASBESTOS SHINGLE HOUSE (CIVIC NO. 2405) AT JUNCTION
 NE0116'OF RIVERSIDE DRIVE EAST AND STE. ROSE AVENUE, TABLET IN SOUTHEAST
 NE0116'FACE OF ROCK FOUNDATION WALL, 4.3 FEET FROM SOUTHWEST CORNER
 NE0116'AND 1.5 FEET BELOW WOODWORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0327 ***********************************************************************
 OJ0327  DESIGNATION -  304 1/2
 OJ0327  PID         -  OJ0327
 OJ0327  STATE/COUNTY-  MI/LAPEER
 OJ0327  USGS QUAD   -  IMLAY CITY (1963)
 OJ0327
 OJ0327                         *CURRENT SURVEY CONTROL
 OJ0327  ___________________________________________________________________
 OJ0327* NAD 83(1986)-  43 01 08.     (N)    083 01 29.     (W)     SCALED    
 OJ0327* NAVD 88     -       249.112  (meters)     817.29   (feet)  POSTED    
 OJ0327  ___________________________________________________________________
 OJ0327  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0327  DYNAMIC HT  -         249.040 (meters)     817.06  (feet)  COMP
 OJ0327  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 OJ0327
 OJ0327  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0327
 OJ0327.The horizontal coordinates were scaled from a topographic map and have
 OJ0327.an estimated accuracy of +/- 6 seconds.
 OJ0327
 OJ0327.The orthometric height was determined by differential leveling
 OJ0327.and adjusted by the National Geodetic Survey in 1992..
 OJ0327.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0327.rate of 1.1 thru 2.0 mm/km.
 OJ0327
 OJ0327.The geoid height was determined by GEOID03.
 OJ0327
 OJ0327.The dynamic height is computed by dividing the NAVD 88
 OJ0327.geopotential number by the normal gravity value computed on the
 OJ0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0327.degrees latitude (g = 980.6199 gals.).
 OJ0327
 OJ0327.The modeled gravity was interpolated from observed gravity values.
 OJ0327
 OJ0327;                    North         East    Units  Estimated Accuracy
 OJ0327;SPC MI S     -   169,590.    4,109,380.      MT  (+/- 180 meters Scaled)
 OJ0327
 OJ0327                          SUPERSEDED SURVEY CONTROL
 OJ0327
 OJ0327  NGVD 29 (??/??/92)  249.230  (m)          817.68   (f) ADJ UNCH    2 0
 OJ0327
 OJ0327.Superseded values are not recommended for survey control.
 OJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0327.See file dsdata.txt to determine how the superseded data were derived.
 OJ0327
 OJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH350649(NAD 83)
 OJ0327_MARKER: Z = SEE DESCRIPTION
 OJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0327_STAMPING: BM NO 304-1/2
 OJ0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0327+STABILITY: SURFACE MOTION
 OJ0327
 OJ0327  HISTORY     - Date     Condition        Report By
 OJ0327  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0327  HISTORY     - 1934     GOOD             NGS
 OJ0327
 OJ0327                          STATION DESCRIPTION
 OJ0327
 OJ0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0327'2.5 MI E FROM IMLAY CITY.
 OJ0327'2.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0327'STATION AT IMLAY CITY, LAPEER COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0327'C 304-PH 31, 100 YARDS NORTHEAST OF THE NORTHWEST CORNER OF A
 OJ0327'THICKET, 36 FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH OF A
 OJ0327'WIRE FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2
 OJ0327'INCH BRONZE PLUG, STAMPED B.M. NO. 304-1/2 AND SET IN THE TOP
 OJ0327'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0326 ***********************************************************************
 OJ0326  DESIGNATION -  305 1/2
 OJ0326  PID         -  OJ0326
 OJ0326  STATE/COUNTY-  MI/LAPEER
 OJ0326  USGS QUAD   -  IMLAY CITY (1963)
 OJ0326
 OJ0326                         *CURRENT SURVEY CONTROL
 OJ0326  ___________________________________________________________________
 OJ0326* NAD 83(1986)-  43 01 01.     (N)    083 00 19.     (W)     SCALED    
 OJ0326* NAVD 88     -       250.529  (meters)     821.94   (feet)  POSTED    
 OJ0326  ___________________________________________________________________
 OJ0326  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0326  DYNAMIC HT  -         250.460 (meters)     821.72  (feet)  COMP
 OJ0326  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 OJ0326
 OJ0326  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0326
 OJ0326.The horizontal coordinates were scaled from a topographic map and have
 OJ0326.an estimated accuracy of +/- 6 seconds.
 OJ0326
 OJ0326.The orthometric height was determined by differential leveling
 OJ0326.and adjusted by the National Geodetic Survey in 1992..
 OJ0326.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0326.rate of 1.1 thru 2.0 mm/km.
 OJ0326
 OJ0326.The geoid height was determined by GEOID03.
 OJ0326
 OJ0326.The dynamic height is computed by dividing the NAVD 88
 OJ0326.geopotential number by the normal gravity value computed on the
 OJ0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0326.degrees latitude (g = 980.6199 gals.).
 OJ0326
 OJ0326.The modeled gravity was interpolated from observed gravity values.
 OJ0326
 OJ0326;                    North         East    Units  Estimated Accuracy
 OJ0326;SPC MI S     -   169,400.    4,110,960.      MT  (+/- 180 meters Scaled)
 OJ0326
 OJ0326                          SUPERSEDED SURVEY CONTROL
 OJ0326
 OJ0326  NGVD 29 (??/??/92)  250.644  (m)          822.32   (f) ADJ UNCH    2 0
 OJ0326
 OJ0326.Superseded values are not recommended for survey control.
 OJ0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0326.See file dsdata.txt to determine how the superseded data were derived.
 OJ0326
 OJ0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH365646(NAD 83)
 OJ0326_MARKER: Z = SEE DESCRIPTION
 OJ0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0326_STAMPING: BM NO 305-1/2
 OJ0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0326+STABILITY: SURFACE MOTION
 OJ0326
 OJ0326  HISTORY     - Date     Condition        Report By
 OJ0326  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0326  HISTORY     - 1934     GOOD             NGS
 OJ0326
 OJ0326                          STATION DESCRIPTION
 OJ0326
 OJ0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0326'3.5 MI E FROM IMLAY CITY.
 OJ0326'3.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 OJ0326'THE STATION AT IMLAY CITY, LAPEER COUNTY, 0.5 MILE EAST OF
 OJ0326'MILEPOST C 305-PH 30, 75 YARDS NORTHWEST OF A SIGNAL CABLE
 OJ0326'BOX, 35.4 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH OF A
 OJ0326'WIRE FENCE, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0326'1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 305-1/2 AND SET IN THE
 OJ0326'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0142 ***********************************************************************
 OJ0142  DESIGNATION -  306 1/2
 OJ0142  PID         -  OJ0142
 OJ0142  STATE/COUNTY-  MI/ST CLAIR
 OJ0142  USGS QUAD   -  CAPAC (1961)
 OJ0142
 OJ0142                         *CURRENT SURVEY CONTROL
 OJ0142  ___________________________________________________________________
 OJ0142* NAD 83(1986)-  43 00 54.     (N)    082 59 08.     (W)     SCALED    
 OJ0142* NAVD 88     -       249.605  (meters)     818.91   (feet)  POSTED    
 OJ0142  ___________________________________________________________________
 OJ0142  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0142  DYNAMIC HT  -         249.540 (meters)     818.70  (feet)  COMP
 OJ0142  MODELED GRAV-     980,345.7   (mgal)                       NAVD 88
 OJ0142
 OJ0142  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0142
 OJ0142.The horizontal coordinates were scaled from a topographic map and have
 OJ0142.an estimated accuracy of +/- 6 seconds.
 OJ0142
 OJ0142.The orthometric height was determined by differential leveling
 OJ0142.and adjusted by the National Geodetic Survey in 1992..
 OJ0142.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0142.rate of 1.1 thru 2.0 mm/km.
 OJ0142
 OJ0142.The geoid height was determined by GEOID03.
 OJ0142
 OJ0142.The dynamic height is computed by dividing the NAVD 88
 OJ0142.geopotential number by the normal gravity value computed on the
 OJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0142.degrees latitude (g = 980.6199 gals.).
 OJ0142
 OJ0142.The modeled gravity was interpolated from observed gravity values.
 OJ0142
 OJ0142;                    North         East    Units  Estimated Accuracy
 OJ0142;SPC MI S     -   169,210.    4,112,570.      MT  (+/- 180 meters Scaled)
 OJ0142
 OJ0142                          SUPERSEDED SURVEY CONTROL
 OJ0142
 OJ0142  NGVD 29 (??/??/92)  249.718  (m)          819.28   (f) ADJ UNCH    2 0
 OJ0142
 OJ0142.Superseded values are not recommended for survey control.
 OJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0142.See file dsdata.txt to determine how the superseded data were derived.
 OJ0142
 OJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH381643(NAD 83)
 OJ0142_MARKER: Z = SEE DESCRIPTION
 OJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0142_STAMPING: BM NO 306-1/2
 OJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0142+STABILITY: SURFACE MOTION
 OJ0142
 OJ0142  HISTORY     - Date     Condition        Report By
 OJ0142  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0142  HISTORY     - 1934     GOOD             NGS
 OJ0142
 OJ0142                          STATION DESCRIPTION
 OJ0142
 OJ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0142'2.6 MI W FROM CAPAC.
 OJ0142'2.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0142'STATION AT CAPAC, ST. CLAIR COUNTY, 1/2 MILE EAST OF MILEPOST
 OJ0142'C 306-PH 29, 36.8 FEET NORTH OF THE NORTH RAIL, 1.1 FEET SOUTH
 OJ0142'OF A WIRE FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 OJ0142'A 1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 306-1/2 AND SET IN
 OJ0142'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0081 ***********************************************************************
 NE0081  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0081  DESIGNATION -  3060
 NE0081  PID         -  NE0081
 NE0081  STATE/COUNTY-  MI/ST CLAIR
 NE0081  USGS QUAD   -  PORT HURON (1991)
 NE0081
 NE0081                         *CURRENT SURVEY CONTROL
 NE0081  ___________________________________________________________________
 NE0081* NAD 83(1986)-  42 59 56.     (N)    082 25 32.     (W)     SCALED    
 NE0081* NAVD 88     -       179.165  (meters)     587.81   (feet)  ADJUSTED  
 NE0081  ___________________________________________________________________
 NE0081  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0081  DYNAMIC HT  -         179.121 (meters)     587.67  (feet)  COMP
 NE0081  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 NE0081
 NE0081  VERT ORDER  -  FIRST     CLASS 0
 NE0081
 NE0081.The horizontal coordinates were scaled from a topographic map and have
 NE0081.an estimated accuracy of +/- 6 seconds.
 NE0081
 NE0081.The orthometric height was determined by differential leveling
 NE0081.and adjusted by the National Geodetic Survey in June 1991..
 NE0081
 NE0081.This Tidal Bench Mark is designated as VM 13007
 NE0081.by the Center for Operational Oceanographic Products and Services.
 NE0081
 NE0081.The geoid height was determined by GEOID03.
 NE0081
 NE0081.The dynamic height is computed by dividing the NAVD 88
 NE0081.geopotential number by the normal gravity value computed on the
 NE0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0081.degrees latitude (g = 980.6199 gals.).
 NE0081
 NE0081.The modeled gravity was interpolated from observed gravity values.
 NE0081
 NE0081;                    North         East    Units  Estimated Accuracy
 NE0081;SPC MI S     -   168,320.    4,158,250.      MT  (+/- 180 meters Scaled)
 NE0081
 NE0081                          SUPERSEDED SURVEY CONTROL
 NE0081
 NE0081  NGVD 29 (??/??/??)  179.280  (m)          588.19   (f) ADJUSTED    1 0
 NE0081
 NE0081.Superseded values are not recommended for survey control.
 NE0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0081.See file dsdata.txt to determine how the superseded data were derived.
 NE0081
 NE0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838616(NAD 83)
 NE0081_MARKER: DD = SURVEY DISK
 NE0081_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0081_SP_SET: PIER
 NE0081_MARK LOGO: GSC   
 NE0081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0081
 NE0081  HISTORY     - Date     Condition        Report By
 NE0081  HISTORY     - 1959     MONUMENTED       GSC
 NE0081  HISTORY     - 1970     GOOD             USLS
 NE0081  HISTORY     - 1980     GOOD             NGS
 NE0081  HISTORY     - 1983     GOOD             LOCSUR
 NE0081  HISTORY     - 19940514 GOOD             USPSQD
 NE0081  HISTORY     - 19941021 GOOD             NOS
 NE0081  HISTORY     - 19951101 GOOD             NOS
 NE0081  HISTORY     - 19990703 GOOD             USPSQD
 NE0081  HISTORY     - 20020505 GOOD             USPSQD
 NE0081
 NE0081                          STATION DESCRIPTION
 NE0081
 NE0081'DESCRIBED BY US LAKE SURVEY 1970
 NE0081'AT PORT HURON.
 NE0081'A BENCHMARK OF THE GEODETIC SURVEY OF CANADA, IS AT PORT HURON,
 NE0081'ST. CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE JUNCTION OF STATE
 NE0081'AND FOREST STREETS, ON SOUTH FACE AND NEAR SOUTHWEST CORNER OF
 NE0081'BLUE WATER BRIDGE PIER NEAREST THE ST. CLAIR RIVER, 2.5 FEET FROM
 NE0081'THE CORNER, 1-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE
 NE0081'OF CROSS ON BRONZE DISC SET INTO THE CONCRETE PIER.  NOTE-- PREV.
 NE0081'DESIGN. BM 3060 1959
 NE0081
 NE0081                          STATION RECOVERY (1980)
 NE0081
 NE0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0081'IN PORT HURON, AT THE EAST END OF STATE STREET, SET VERTICALLY 2 FEET
 NE0081'ABOVE GROUND IN THE SOUTH FACE OF THE SOUTH MASSIVE CONCRETE PIER ON
 NE0081'THE BANK OF THE ST CLAIR RIVER SUPPORTING THE BLUE WATER BRIDGE, 11.2
 NE0081'METERS (36.7 FEET) NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 NE0081'CONCRETE BLOCK BUILDING WHICH IS THE PROPERTY OF THE U.S. COAST GUARD,
 NE0081'AND 0.33 METER (1.1 FEET) EAST OF THE SOUTHWEST CORNER OF THE PEIR.
 NE0081'THE MARK IS 0.6 M ABOVE GROUND.
 NE0081
 NE0081                          STATION RECOVERY (1983)
 NE0081
 NE0081'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (1994)
 NE0081
 NE0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (1994)
 NE0081
 NE0081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0081'A BENCHMARK OF THE GEODETIC SURVEY OF CANADA, IS AT PORT HURON, ST
 NE0081'CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE JUNCTION OF STATE AND FOREST
 NE0081'STREETS, SET VERTICALLY 0.46 METER (1.51 FT) ABOVE THE GROUND IN THE
 NE0081'SOUTH FACE AND NEAR SOUTHWEST CORNER OF THE MASSIVE CONCRETE PIER
 NE0081'NEAREST THE ST.  CLAIR RIVER SUPPORTING THE BLUE WATER BRIDGE, 31
 NE0081'METERS (101.7 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THOMAS EDISON
 NE0081'PARKWAY, 11.2 METERS (36.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 NE0081'SMALL CONCRETE BLOCK BUILDING WHICH IS ON THE PROPERTY OF THE U.S.
 NE0081'COAST GUARD, AND 0.33 METER (1.08 FT) EAST OF THE SOUTHWEST CORNER OF
 NE0081'THE PIER SUPPORT.  BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC.
 NE0081
 NE0081                          STATION RECOVERY (1995)
 NE0081
 NE0081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0081'RECOVERED AS DESCRIBED.
 NE0081
 NE0081                          STATION RECOVERY (1999)
 NE0081
 NE0081'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0081'RECOVERED IN GOOD CONDITION.
 NE0081
 NE0081                          STATION RECOVERY (2002)
 NE0081
 NE0081'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 NE0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0141 ***********************************************************************
 OJ0141  DESIGNATION -  307 1/2
 OJ0141  PID         -  OJ0141
 OJ0141  STATE/COUNTY-  MI/ST CLAIR
 OJ0141  USGS QUAD   -  CAPAC (1961)
 OJ0141
 OJ0141                         *CURRENT SURVEY CONTROL
 OJ0141  ___________________________________________________________________
 OJ0141* NAD 83(1986)-  43 00 48.     (N)    082 57 58.     (W)     SCALED    
 OJ0141* NAVD 88     -       250.322  (meters)     821.26   (feet)  POSTED    
 OJ0141  ___________________________________________________________________
 OJ0141  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0141  DYNAMIC HT  -         250.260 (meters)     821.06  (feet)  COMP
 OJ0141  MODELED GRAV-     980,346.6   (mgal)                       NAVD 88
 OJ0141
 OJ0141  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0141
 OJ0141.The horizontal coordinates were scaled from a topographic map and have
 OJ0141.an estimated accuracy of +/- 6 seconds.
 OJ0141
 OJ0141.The orthometric height was determined by differential leveling
 OJ0141.and adjusted by the National Geodetic Survey in 1992..
 OJ0141.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0141.rate of 1.1 thru 2.0 mm/km.
 OJ0141
 OJ0141.The geoid height was determined by GEOID03.
 OJ0141
 OJ0141.The dynamic height is computed by dividing the NAVD 88
 OJ0141.geopotential number by the normal gravity value computed on the
 OJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0141.degrees latitude (g = 980.6199 gals.).
 OJ0141
 OJ0141.The modeled gravity was interpolated from observed gravity values.
 OJ0141
 OJ0141;                    North         East    Units  Estimated Accuracy
 OJ0141;SPC MI S     -   169,050.    4,114,160.      MT  (+/- 180 meters Scaled)
 OJ0141
 OJ0141                          SUPERSEDED SURVEY CONTROL
 OJ0141
 OJ0141  NGVD 29 (??/??/92)  250.433  (m)          821.63   (f) ADJ UNCH    2 0
 OJ0141
 OJ0141.Superseded values are not recommended for survey control.
 OJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0141.See file dsdata.txt to determine how the superseded data were derived.
 OJ0141
 OJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH397641(NAD 83)
 OJ0141_MARKER: Z = SEE DESCRIPTION
 OJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0141_STAMPING: BM NO 307-1/2
 OJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0141+STABILITY: SURFACE MOTION
 OJ0141
 OJ0141  HISTORY     - Date     Condition        Report By
 OJ0141  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0141  HISTORY     - 1934     GOOD             NGS
 OJ0141
 OJ0141                          STATION DESCRIPTION
 OJ0141
 OJ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0141'1.6 MI W FROM CAPAC.
 OJ0141'1.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0141'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0141'C 307-PH 28, 35.7 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH
 OJ0141'OF A WIRE FENCE, AND 5 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0141'1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 307-1/2 AND SET IN THE
 OJ0141'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0140 ***********************************************************************
 OJ0140  DESIGNATION -  308 1/2
 OJ0140  PID         -  OJ0140
 OJ0140  STATE/COUNTY-  MI/ST CLAIR
 OJ0140  USGS QUAD   -  CAPAC (1961)
 OJ0140
 OJ0140                         *CURRENT SURVEY CONTROL
 OJ0140  ___________________________________________________________________
 OJ0140* NAD 83(1986)-  43 00 41.     (N)    082 56 48.     (W)     SCALED    
 OJ0140* NAVD 88     -       246.129  (meters)     807.51   (feet)  POSTED    
 OJ0140  ___________________________________________________________________
 OJ0140  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0140  DYNAMIC HT  -         246.060 (meters)     807.28  (feet)  COMP
 OJ0140  MODELED GRAV-     980,347.4   (mgal)                       NAVD 88
 OJ0140
 OJ0140  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0140
 OJ0140.The horizontal coordinates were scaled from a topographic map and have
 OJ0140.an estimated accuracy of +/- 6 seconds.
 OJ0140
 OJ0140.The orthometric height was determined by differential leveling
 OJ0140.and adjusted by the National Geodetic Survey in 1992..
 OJ0140.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0140.rate of 1.1 thru 2.0 mm/km.
 OJ0140
 OJ0140.The geoid height was determined by GEOID03.
 OJ0140
 OJ0140.The dynamic height is computed by dividing the NAVD 88
 OJ0140.geopotential number by the normal gravity value computed on the
 OJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0140.degrees latitude (g = 980.6199 gals.).
 OJ0140
 OJ0140.The modeled gravity was interpolated from observed gravity values.
 OJ0140
 OJ0140;                    North         East    Units  Estimated Accuracy
 OJ0140;SPC MI S     -   168,860.    4,115,750.      MT  (+/- 180 meters Scaled)
 OJ0140
 OJ0140                          SUPERSEDED SURVEY CONTROL
 OJ0140
 OJ0140  NGVD 29 (??/??/92)  246.241  (m)          807.88   (f) ADJ UNCH    2 0
 OJ0140
 OJ0140.Superseded values are not recommended for survey control.
 OJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0140.See file dsdata.txt to determine how the superseded data were derived.
 OJ0140
 OJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH413639(NAD 83)
 OJ0140_MARKER: Z = SEE DESCRIPTION
 OJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0140_STAMPING: BM NO 308-1/2
 OJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0140+STABILITY: SURFACE MOTION
 OJ0140
 OJ0140  HISTORY     - Date     Condition        Report By
 OJ0140  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0140  HISTORY     - 1934     GOOD             NGS
 OJ0140
 OJ0140                          STATION DESCRIPTION
 OJ0140
 OJ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0140'0.6 MI W FROM CAPAC.
 OJ0140'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0140'STATION AT CAPAC, ST. CLAIR COUNTY, 1 1/2 MILE EAST OF MILEPOST
 OJ0140'C 308-PH 27, 29 YARDS WEST OF A SIGNAL CABLE BOX, 22.8 FEET
 OJ0140'NORTH OF THE NORTH RAIL, 8 INCHES SOUTH OF A WIRE FENCE, AND
 OJ0140'5 FEET LOWER THAN THE TOP OF THE RAIL.  A 10 1/2 INCH BRONZE
 OJ0140'PLUG, STAMPED B.M. NO. 308-1/2 AND SET IN THE TOP OF A CONCRETE
 OJ0140'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0138 ***********************************************************************
 OJ0138  DESIGNATION -  309 1/2
 OJ0138  PID         -  OJ0138
 OJ0138  STATE/COUNTY-  MI/ST CLAIR
 OJ0138  USGS QUAD   -  CAPAC (1961)
 OJ0138
 OJ0138                         *CURRENT SURVEY CONTROL
 OJ0138  ___________________________________________________________________
 OJ0138* NAD 83(1986)-  43 00 35.     (N)    082 55 36.     (W)     SCALED    
 OJ0138* NAVD 88     -       246.196  (meters)     807.73   (feet)  POSTED    
 OJ0138  ___________________________________________________________________
 OJ0138  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0138  DYNAMIC HT  -         246.130 (meters)     807.51  (feet)  COMP
 OJ0138  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 OJ0138
 OJ0138  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0138
 OJ0138.The horizontal coordinates were scaled from a topographic map and have
 OJ0138.an estimated accuracy of +/- 6 seconds.
 OJ0138
 OJ0138.The orthometric height was determined by differential leveling
 OJ0138.and adjusted by the National Geodetic Survey in 1992..
 OJ0138.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0138.rate of 1.1 thru 2.0 mm/km.
 OJ0138
 OJ0138.The geoid height was determined by GEOID03.
 OJ0138
 OJ0138.The dynamic height is computed by dividing the NAVD 88
 OJ0138.geopotential number by the normal gravity value computed on the
 OJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0138.degrees latitude (g = 980.6199 gals.).
 OJ0138
 OJ0138.The modeled gravity was interpolated from observed gravity values.
 OJ0138
 OJ0138;                    North         East    Units  Estimated Accuracy
 OJ0138;SPC MI S     -   168,700.    4,117,380.      MT  (+/- 180 meters Scaled)
 OJ0138
 OJ0138                          SUPERSEDED SURVEY CONTROL
 OJ0138
 OJ0138  NGVD 29 (??/??/92)  246.306  (m)          808.09   (f) ADJ UNCH    2 0
 OJ0138
 OJ0138.Superseded values are not recommended for survey control.
 OJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0138.See file dsdata.txt to determine how the superseded data were derived.
 OJ0138
 OJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH429636(NAD 83)
 OJ0138_MARKER: Z = SEE DESCRIPTION
 OJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0138_STAMPING: BM NO 309-1/2
 OJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0138+STABILITY: SURFACE MOTION
 OJ0138
 OJ0138  HISTORY     - Date     Condition        Report By
 OJ0138  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0138  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0138
 OJ0138                          STATION DESCRIPTION
 OJ0138
 OJ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0138'0.4 MI E FROM CAPAC.
 OJ0138'0.4 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0138'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0138'C 309-PH 26, 48.6 FEET NORTHWEST OF THE INTERSECTION OF THE
 OJ0138'CENTERLINE OF A ROAD WITH THE NORTH RAIL, 37.8 FEET NORTH OF THE
 OJ0138'NORTH RAIL, 8.2 FEET EAST OF A RAIL PROPERTY BOUNDARY, AND 1.1
 OJ0138'FEET SOUTH OF A WIRE FENCE.  A 1-1/2-INCH BRONZE PLUG, STAMPED
 OJ0138'B.M. NO. 309-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0138'NOTE-- PROBABLY DESTROYED FROM NEW STREET CONSTRUCTION IN
 OJ0138'VILLAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0051 ***********************************************************************
 QK0051  DESIGNATION -  31
 QK0051  PID         -  QK0051
 QK0051  STATE/COUNTY-  MI/CHEBOYGAN
 QK0051  USGS QUAD   -  AFTON (1986)
 QK0051
 QK0051                         *CURRENT SURVEY CONTROL
 QK0051  ___________________________________________________________________
 QK0051* NAD 83(1986)-  45 33 05.     (N)    084 23 45.     (W)     SCALED    
 QK0051* NAVD 88     -       187.409  (meters)     614.86   (feet)  ADJUSTED  
 QK0051  ___________________________________________________________________
 QK0051  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 QK0051  DYNAMIC HT  -         187.405 (meters)     614.84  (feet)  COMP
 QK0051  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 QK0051
 QK0051  VERT ORDER  -  FIRST     CLASS I
 QK0051
 QK0051.The horizontal coordinates were scaled from a topographic map and have
 QK0051.an estimated accuracy of +/- 6 seconds.
 QK0051
 QK0051.The orthometric height was determined by differential leveling
 QK0051.and adjusted by the National Geodetic Survey in June 1991..
 QK0051
 QK0051.The geoid height was determined by GEOID03.
 QK0051
 QK0051.The dynamic height is computed by dividing the NAVD 88
 QK0051.geopotential number by the normal gravity value computed on the
 QK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0051.degrees latitude (g = 980.6199 gals.).
 QK0051
 QK0051.The modeled gravity was interpolated from observed gravity values.
 QK0051
 QK0051;                    North         East    Units  Estimated Accuracy
 QK0051;SPC MI C     -   248,330.    5,997,720.      MT  (+/- 180 meters Scaled)
 QK0051
 QK0051                          SUPERSEDED SURVEY CONTROL
 QK0051
 QK0051.No superseded survey control is available for this station.
 QK0051
 QK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR032475(NAD 83)
 QK0051_MARKER: Z = SEE DESCRIPTION
 QK0051_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0051+WITH SETTING: INTO GROUND
 QK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0051+STABILITY: SURFACE MOTION
 QK0051
 QK0051  HISTORY     - Date     Condition        Report By
 QK0051  HISTORY     - 1962     MONUMENTED       RBNF
 QK0051  HISTORY     - 1973     GOOD             USLS
 QK0051
 QK0051                          STATION DESCRIPTION
 QK0051
 QK0051'DESCRIBED BY US LAKE SURVEY 1973
 QK0051'AT ALVERNO DAM.
 QK0051'31 IS AT ALVERNO DAM, CHEBOYGAN COUNTY, MICHIGAN, 0.5 MILE SOUTH
 QK0051'ALONG BLACK RIVER RD. FROM INTERSECTION OF ORCHARD BEACH AND
 QK0051'BLACK RIVER RDS. IN ALVERNO, THEN 0.2 MILE WEST ON GRAVEL ROAD
 QK0051'LEADING TO BLACK RIVER HYDRO-ELECTRIC PLANT OWNED BY CONSUMERS
 QK0051'POWER COMPANY, 125.8 FEET SOUTH OF SOUTH CORNER OF PLANT
 QK0051'BUILDING, 85.8 FEET NORTHEAST OF NORTHEAST POST ON SOUTHEAST
 QK0051'SIDE OF BRIDGE OVER SPILLWAY, 59.6 FEET SOUTHWEST OF SOUTHEAST
 QK0051'END OF SOUTHWEST WING WALL OF PLANT INTAKE CHANNEL, 51.4 FEET
 QK0051'WEST OF UTILITY POLE NO. 29/7, 9 FEET EAST OF CENTERLINE OF
 QK0051'DRIVE, 5.8 FEET FROM SIXTH AND 5.1 FEET FROM SEVENTH GUARD RAIL
 QK0051'POST NORTH OF MARINE RAILWAY, ABOUT 3 FEET FROM GUARD RAIL, JUST
 QK0051'BELOW THE GROUND SURFACE, BEING CENTER OF 5/8-INCH DIAMETER
 QK0051'COPPER-COATED STEEL ROD, 5 FEET LONG.  NOTE-- PREV. DESIG. 31
 QK0051'1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1544 ***********************************************************************
 NE1544  DESIGNATION -  31
 NE1544  PID         -  NE1544
 NE1544  STATE/COUNTY-  MI/LIVINGSTON
 NE1544  USGS QUAD   -  OAK GROVE (1975)
 NE1544
 NE1544                         *CURRENT SURVEY CONTROL
 NE1544  ___________________________________________________________________
 NE1544* NAD 83(1994)-  42 37 32.13689(N)    083 58 38.01590(W)     ADJUSTED  
 NE1544* NAVD 88     -       286.0    (meters)     938.     (feet)  GPS OBS   
 NE1544  ___________________________________________________________________
 NE1544  X           -     493,184.190 (meters)                     COMP
 NE1544  Y           -  -4,674,460.806 (meters)                     COMP
 NE1544  Z           -   4,297,161.735 (meters)                     COMP
 NE1544  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NE1544  ELLIP HEIGHT-         252.87  (meters)          (07/17/02) GPS OBS
 NE1544  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE1544
 NE1544  HORZ ORDER  -  FIRST
 NE1544  ELLP ORDER  -  FOURTH    CLASS I
 NE1544
 NE1544.This mark is at Livingston County Airport (OZW)
 NE1544
 NE1544.The horizontal coordinates were established by GPS observations
 NE1544.and adjusted by the National Geodetic Survey in February 1997..
 NE1544
 NE1544.The orthometric height was determined by GPS observations and a
 NE1544.high-resolution geoid model.
 NE1544
 NE1544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1544
 NE1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1544
 NE1544.The ellipsoidal height was determined by GPS observations
 NE1544.and is referenced to NAD 83.
 NE1544
 NE1544.The geoid height was determined by GEOID03.
 NE1544
 NE1544;                    North         East     Units Scale Factor Converg.
 NE1544;SPC MI S     -   125,101.738 4,031,944.681   MT  0.99991708   +0 15 54.1
 NE1544;SPC MI S     -   410,438.77 13,228,164.96   iFT  0.99991708   +0 15 54.1
 NE1544;UTM  17      - 4,723,536.647   255,853.691   MT  1.00033342   -2 01 01.9
 NE1544;UTM  16      - 4,723,669.218   747,881.639   MT  1.00035604   +2 02 53.1
 NE1544
 NE1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1544!SPC MI S     -   0.99996034  x   0.99991708  =   0.99987743
 NE1544!UTM  17      -   0.99996034  x   1.00033342  =   1.00029375
 NE1544!UTM  16      -   0.99996034  x   1.00035604  =   1.00031637
 NE1544
 NE1544                          SUPERSEDED SURVEY CONTROL
 NE1544
 NE1544  ELLIP H (02/03/97)  252.94   (m)                       GP(       ) 4 1
 NE1544  NAD 83(1986)-  42 37 32.13860(N)    083 58 38.04024(W) AD(       ) 1
 NE1544  NAD 83(1986)-  42 37 32.13543(N)    083 58 38.02145(W) AD(       ) 3
 NE1544  NGVD 29 (03/27/91)  286.3    (m)          939.     (f) GPS OBS        
 NE1544
 NE1544.Superseded values are not recommended for survey control.
 NE1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1544.See file dsdata.txt to determine how the superseded data were derived.
 NE1544
 NE1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5585423537(NAD 83)
 NE1544_MARKER: DR = REFERENCE MARK DISK
 NE1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1544_SP_SET: CONCRETE POST
 NE1544_STAMPING: 31 MIDOT
 NE1544_MARK LOGO: MIDT  
 NE1544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1544+STABILITY: SURFACE MOTION
 NE1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1544+SATELLITE: SATELLITE OBSERVATIONS - December 19, 1994
 NE1544
 NE1544  HISTORY     - Date     Condition        Report By
 NE1544  HISTORY     - UNK      MONUMENTED       MIDT
 NE1544  HISTORY     - 19891120 GOOD             NGS
 NE1544  HISTORY     - 19941219 GOOD             LOCENG
 NE1544
 NE1544                          STATION DESCRIPTION
 NE1544
 NE1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1544'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF HOWELL, AT
 NE1544'THE LIVINGSTON COUNTY AIRPORT, 60 METERS SOUTHEAST FROM THE SOUTHEAST
 NE1544'END OF THE RUNWAY AND ON LINE WITH THE CENTER OF THE RUNWAY.
 NE1544'OWNERSHIP---LIVINGSTON COUNTY, C/O AIRPORT MANAGER GLEN MILLER, 3480
 NE1544'WEST GRAND RIVER AVENUE, HOWELL MI 48843.  PHONE IS (517) 546-6675.
 NE1544'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 96
 NE1544'AND 96 BUSINESS AND STATE HIGHWAY 59 (EXIT 133), ABOUT 4.0 KM
 NE1544'(2.50 MI) WEST OF HOWELL, GO NORTHEASTERLY FOR 1.5 KM (0.95 MI) ON
 NE1544'HIGHWAYS 96 BUSINESS AND 59 TO A CROSSROAD.  TURN LEFT AND GO
 NE1544'NORTHWEST FOR 0.4 KM (0.25 MI) ON GRAND RIVER AVENUE TO A PAVED DRIVE
 NE1544'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 60 METERS ON THE PAVED DRIVE,
 NE1544'PASSING SOUTHEAST OF THE AIRPORT OFFICE, TO A GATE AND THE APRON.
 NE1544'CONTINUE NORTHEAST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE,
 NE1544'ACROSS THE APRON AND ON A TAXIWAY TO THE PARALLEL TAXIWAY.  TURN RIGHT
 NE1544'AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON THE PARALLEL TAXIWAY TO A
 NE1544'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO NORTHEAST FOR 50 METERS ON
 NE1544'THE CONNECTING TAXIWAY TO THE STATION RIGHT.
 NE1544'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE DISK SET IN THE
 NE1544'TOP OF A 0.8 METER SQUARE CONCRETE POST FLUSH WITH THE GROUND. LOCATED
 NE1544'61.0 M (200.1 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHEAST END OF
 NE1544'THE RUNWAY AND IN LINE WITH THE CENTERLINE OF THE RUNWAY.
 NE1544'DESCRIBED BY K.L. FANCHER.
 NE1544'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NE1544
 NE1544                          STATION RECOVERY (1994)
 NE1544
 NE1544'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DG)
 NE1544'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0993 ***********************************************************************
 NF0993  DESIGNATION -  31 A
 NF0993  PID         -  NF0993
 NF0993  STATE/COUNTY-  MI/ALLEGAN
 NF0993  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0993
 NF0993                         *CURRENT SURVEY CONTROL
 NF0993  ___________________________________________________________________
 NF0993* NAD 83(1986)-  42 45 09.     (N)    085 50 22.     (W)     SCALED    
 NF0993* NAVD 88     -       217.027  (meters)     712.03   (feet)  ADJUSTED  
 NF0993  ___________________________________________________________________
 NF0993  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NF0993  DYNAMIC HT  -         216.970 (meters)     711.84  (feet)  COMP
 NF0993  MODELED GRAV-     980,357.2   (mgal)                       NAVD 88
 NF0993
 NF0993  VERT ORDER  -  SECOND    CLASS 0
 NF0993
 NF0993.The horizontal coordinates were scaled from a topographic map and have
 NF0993.an estimated accuracy of +/- 6 seconds.
 NF0993
 NF0993.The orthometric height was determined by differential leveling
 NF0993.and adjusted by the National Geodetic Survey in June 1991..
 NF0993
 NF0993.The geoid height was determined by GEOID03.
 NF0993
 NF0993.The dynamic height is computed by dividing the NAVD 88
 NF0993.geopotential number by the normal gravity value computed on the
 NF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0993.degrees latitude (g = 980.6199 gals.).
 NF0993
 NF0993.The modeled gravity was interpolated from observed gravity values.
 NF0993
 NF0993;                    North         East    Units  Estimated Accuracy
 NF0993;SPC MI S     -   140,180.    3,879,440.      MT  (+/- 180 meters Scaled)
 NF0993
 NF0993                          SUPERSEDED SURVEY CONTROL
 NF0993
 NF0993  NGVD 29 (??/??/92)  217.163  (m)          712.48   (f) ADJ UNCH    2 0
 NF0993
 NF0993.Superseded values are not recommended for survey control.
 NF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0993.See file dsdata.txt to determine how the superseded data were derived.
 NF0993
 NF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN949339(NAD 83)
 NF0993_MARKER: DD = SURVEY DISK
 NF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0993_STAMPING: 31 A MICH 1929
 NF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0993+STABILITY: SURFACE MOTION
 NF0993
 NF0993  HISTORY     - Date     Condition        Report By
 NF0993  HISTORY     - 1929     MONUMENTED       USGS
 NF0993  HISTORY     - 1948     GOOD             NGS
 NF0993  HISTORY     - 1987     POOR             USPSQD
 NF0993  HISTORY     - 1989     GOOD             USPSQD
 NF0993
 NF0993                          STATION DESCRIPTION
 NF0993
 NF0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0993'1.6 MI N FROM BURNIPS.
 NF0993'1.65 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT
 NF0993'BURNIPS, ABOUT 1.05 MILE SOUTH OF THE ALLEGAN-OTTAWA COUNTY
 NF0993'LINE, SET IN THE SOUTHEAST QUARTER OF A CROSS ROAD, IN THE
 NF0993'SOUTHWEST CORNER OF THE YARD AT AN ABANDONED CHURCH, EAST AND
 NF0993'ACROSS ROAD FROM A SMALL FRAME SCHOOL, 32 FEET EAST OF THE CENTER
 NF0993'LINE OF THE ROAD, 192 FEET SOUTH OF THE CENTER LINE OF THE CROSS
 NF0993'ROAD, 54 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NF0993'ABANDONED CHURCH, 3 1/2 FEET NORTHEAST OF A FENCE CORNER, 3
 NF0993'FEET NORTH OF AN EAST-WEST FENCE, 1 FOOT WEST OF A WHITE WOODEN
 NF0993'WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0993'CONCRETE POST PROJECTING 1 INCH.
 NF0993
 NF0993                          STATION RECOVERY (1987)
 NF0993
 NF0993'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0993'MARK RECOVERED IN POOR CONDITION.
 NF0993
 NF0993                          STATION RECOVERY (1989)
 NF0993
 NF0993'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0208 ***********************************************************************
 NE0208  DESIGNATION -  31 USLS
 NE0208  PID         -  NE0208
 NE0208  STATE/COUNTY-  MI/ST CLAIR
 NE0208  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0208
 NE0208                         *CURRENT SURVEY CONTROL
 NE0208  ___________________________________________________________________
 NE0208* NAD 83(1986)-  42 40 41.     (N)    082 38 53.     (W)     SCALED    
 NE0208* NAVD 88     -       177.739  (meters)     583.13   (feet)  ADJUSTED  
 NE0208  ___________________________________________________________________
 NE0208  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0208  DYNAMIC HT  -         177.689 (meters)     582.97  (feet)  COMP
 NE0208  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 NE0208
 NE0208  VERT ORDER  -  FIRST     CLASS 0
 NE0208
 NE0208.The horizontal coordinates were scaled from a topographic map and have
 NE0208.an estimated accuracy of +/- 6 seconds.
 NE0208
 NE0208.The orthometric height was determined by differential leveling
 NE0208.and adjusted by the National Geodetic Survey in June 1991..
 NE0208
 NE0208.The geoid height was determined by GEOID03.
 NE0208
 NE0208.The dynamic height is computed by dividing the NAVD 88
 NE0208.geopotential number by the normal gravity value computed on the
 NE0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0208.degrees latitude (g = 980.6199 gals.).
 NE0208
 NE0208.The modeled gravity was interpolated from observed gravity values.
 NE0208
 NE0208;                    North         East    Units  Estimated Accuracy
 NE0208;SPC MI S     -   132,290.    4,140,850.      MT  (+/- 180 meters Scaled)
 NE0208
 NE0208                          SUPERSEDED SURVEY CONTROL
 NE0208
 NE0208  NGVD 29 (??/??/??)  177.867  (m)          583.55   (f) ADJUSTED    1 0
 NE0208
 NE0208.Superseded values are not recommended for survey control.
 NE0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0208.See file dsdata.txt to determine how the superseded data were derived.
 NE0208
 NE0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH649263(NAD 83)
 NE0208_MARKER: B = BOLT
 NE0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0208_SP_SET: FOUNDATION
 NE0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0208
 NE0208  HISTORY     - Date     Condition        Report By
 NE0208  HISTORY     - 1898     MONUMENTED       USLS
 NE0208  HISTORY     - 1970     GOOD             USLS
 NE0208  HISTORY     - 1980     POOR             NGS
 NE0208  HISTORY     - 19961005 GOOD             USPSQD
 NE0208
 NE0208                          STATION DESCRIPTION
 NE0208
 NE0208'DESCRIBED BY US LAKE SURVEY 1970
 NE0208'AT FAIR HAVEN.
 NE0208'31 IS AT FAIR HAVEN, ST. CLAIR COUNTY, MICHIGAN, ON THE NORTH
 NE0208'SIDE OF HIGHWAY M-29 ABOUT 0.4 MILE NORTHEAST OF BRIDGE OVER
 NE0208'SWAN CREEK ON HIGHWAY FACE OF THE HOUSE AT NO. 8572, 0.5 FOOT FROM
 NE0208'THE SOUTHWEST CORNER, 2-1/2 FEET ABOVE THE GROUND, BEING CENTER
 NE0208'OF SMALL HOLE IN END OF BRASS BOLT SET INTO THE STONE FOUNDATION,
 NE0208'MARKED US PBM.  NOTE-- BM 1898
 NE0208
 NE0208                          STATION RECOVERY (1980)
 NE0208
 NE0208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0208'IN FAIR HAVEN 0.9 KILOMETER (0.55 MILES) SOUTHEAST ALONG STATE
 NE0208'HIGHWAY 29 FROM THE SOUTHEAST END OF THE HIGHWAY 29 BRIDGE OVER
 NE0208'SWAN CREEK, SET VERTICALLY 2.5 FEET ABOVE THE GROUND AT THE WEST
 NE0208'CORNER IN THE SOUTHWEST FACE OF AN OLD 2 STORY BRICK HOUSE NUMBER
 NE0208'8572 HIGHWAY 29, 22.24 METERS (73.0 FEET) NORTHEAST OF THE CENTER
 NE0208'LINE OF HIGHWAY 29, 2.33 METERS (7.8 FEET) NORTHWEST OF THE NORTH-
 NE0208'WEST EDGE OF THE WOODEN PORCH, 0.15 METER (5.0 INCHES) SOUTHEAST
 NE0208'OF THE WEST CORNER OF THE HOUSE. NOTE THID MARK WAS RECOVERED IN
 NE0208'POOR CONDITION AS THE STONE FOUNDATION HAS SETTLED AND CRACKED.
 NE0208'THE MARK IS 0.76 M ABOVE GROUND..
 NE0208
 NE0208                          STATION RECOVERY (1996)
 NE0208
 NE0208'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0816 ***********************************************************************
 RJ0816  DESIGNATION -  31 USLS
 RJ0816  PID         -  RJ0816
 RJ0816  STATE/COUNTY-  MI/CHIPPEWA
 RJ0816  USGS QUAD   -  PAYMENT (1976)
 RJ0816
 RJ0816                         *CURRENT SURVEY CONTROL
 RJ0816  ___________________________________________________________________
 RJ0816* NAD 83(1994)-  46 30 20.53481(N)    084 14 47.26824(W)     ADJUSTED  
 RJ0816* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0816  ___________________________________________________________________
 RJ0816  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 RJ0816  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 RJ0816
 RJ0816  HORZ ORDER  -  THIRD
 RJ0816
 RJ0816.The horizontal coordinates were established by classical geodetic methods
 RJ0816.and adjusted by the National Geodetic Survey in February 1997..
 RJ0816
 RJ0816.The orthometric height was scaled from a topographic map.
 RJ0816
 RJ0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0816
 RJ0816.The geoid height was determined by GEOID03.
 RJ0816
 RJ0816;                    North         East     Units Scale Factor Converg.
 RJ0816;SPC MI N     -   195,102.177 8,211,285.035   MT  0.99991022   +1 59 24.8
 RJ0816;SPC MI N     -   640,099.01 26,939,911.53   iFT  0.99991022   +1 59 24.8
 RJ0816;SPC MI C     -   354,419.409 6,009,228.792   MT  1.00028679   +0 05 05.7
 RJ0816;SPC MI C     - 1,162,793.34 19,715,317.56   iFT  1.00028679   +0 05 05.7
 RJ0816;UTM  16      - 5,153,921.169   711,257.788   MT  1.00014862   +1 59 53.8
 RJ0816
 RJ0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0816!SPC MI N     -   0.99997816  x   0.99991022  =   0.99988839
 RJ0816!SPC MI C     -   0.99997816  x   1.00028679  =   1.00026495
 RJ0816!UTM  16      -   0.99997816  x   1.00014862  =   1.00012678
 RJ0816
 RJ0816                          SUPERSEDED SURVEY CONTROL
 RJ0816
 RJ0816  NAD 83(1986)-  46 30 20.52121(N)    084 14 47.28633(W) AD(       ) 3
 RJ0816  NAD 27      -  46 30 20.44400(N)    084 14 47.15200(W) AD(       ) 3
 RJ0816
 RJ0816.Superseded values are not recommended for survey control.
 RJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0816.See file dsdata.txt to determine how the superseded data were derived.
 RJ0816
 RJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1125853921(NAD 83)
 RJ0816_MARKER: H = DRILL HOLE
 RJ0816_SETTING: 80 = SET IN A BOULDER
 RJ0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0816+STABILITY: SURFACE MOTION
 RJ0816
 RJ0816  HISTORY     - Date     Condition        Report By
 RJ0816  HISTORY     - 1895     MONUMENTED       USLS
 RJ0816  HISTORY     - 1943     GOOD             IBC
 RJ0816  HISTORY     - 1958     GOOD             IBC
 RJ0816
 RJ0816                          STATION DESCRIPTION
 RJ0816
 RJ0816'DESCRIBED BY US LAKE SURVEY 1895
 RJ0816'ON SUGAR ISLAND, 2-3/4 MILES DOWNSTREAM FROM TOPSAIL ISLAND, ON
 RJ0816'BRASSAR POINT.  IT IS 20 FEET BACK FROM AND 5 FEET ABOVE THE
 RJ0816'HIGH - WATER MARK.  IT IS 12.9 FEET E OF A TRIANGULAR - SHAPED STONE
 RJ0816'5 BY 4 BY 4 FEET, 50 FEET N OF A 16-INCH PINE, AND 93.5 FEET WSW
 RJ0816'OF CORNER OF VACANT HOUSE.
 RJ0816'
 RJ0816'STATION MARK IS A 3/4 INCH DRILL HOLE 2-1/2 INCHES DEEP IN A FLAT
 RJ0816'LIMESTONE SET 8 INCHES UNDERGROUND.  THIS MARK WAS ESTABLISHED
 RJ0816'SOMETIME AFTER 1878.
 RJ0816'
 RJ0816'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0816
 RJ0816                          STATION RECOVERY (1943)
 RJ0816
 RJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0816'RECOVERED IN GOOD CONDITION.  IT IS 36.94 FEET FROM STATION
 RJ0816'---BRASSAR---S 46 DEG 57 MIN W.
 RJ0816
 RJ0816                          STATION RECOVERY (1958)
 RJ0816
 RJ0816'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0816'RECOVERED IN GOOD CONDITION.  HOLE IS FILLED WITH LOOSE DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0220 ***********************************************************************
 RJ0220  DESIGNATION -  310
 RJ0220  PID         -  RJ0220
 RJ0220  STATE/COUNTY-  MI/CHIPPEWA
 RJ0220  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0220
 RJ0220                         *CURRENT SURVEY CONTROL
 RJ0220  ___________________________________________________________________
 RJ0220* NAD 83(1986)-  46 23 27.     (N)    084 12 27.     (W)     SCALED    
 RJ0220* NAVD 88     -       185.008  (meters)     606.98   (feet)  ADJUSTED  
 RJ0220  ___________________________________________________________________
 RJ0220  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0220  DYNAMIC HT  -         185.018 (meters)     607.01  (feet)  COMP
 RJ0220  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 RJ0220
 RJ0220  VERT ORDER  -  FIRST     CLASS I
 RJ0220
 RJ0220.The horizontal coordinates were scaled from a topographic map and have
 RJ0220.an estimated accuracy of +/- 6 seconds.
 RJ0220
 RJ0220.The orthometric height was determined by differential leveling
 RJ0220.and adjusted by the National Geodetic Survey in June 1991..
 RJ0220
 RJ0220.The geoid height was determined by GEOID03.
 RJ0220
 RJ0220.The dynamic height is computed by dividing the NAVD 88
 RJ0220.geopotential number by the normal gravity value computed on the
 RJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0220.degrees latitude (g = 980.6199 gals.).
 RJ0220
 RJ0220.The modeled gravity was interpolated from observed gravity values.
 RJ0220
 RJ0220;                    North         East    Units  Estimated Accuracy
 RJ0220;SPC MI N     -   182,450.    8,214,720.      MT  (+/- 180 meters Scaled)
 RJ0220
 RJ0220                          SUPERSEDED SURVEY CONTROL
 RJ0220
 RJ0220  NGVD 29 (??/??/92)  184.993  (m)          606.93   (f) ADJ UNCH    1 1
 RJ0220
 RJ0220.Superseded values are not recommended for survey control.
 RJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0220.See file dsdata.txt to determine how the superseded data were derived.
 RJ0220
 RJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS146412(NAD 83)
 RJ0220_MARKER: Z = SEE DESCRIPTION
 RJ0220_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0220+WITH SETTING: INTO GROUND
 RJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0220+STABILITY: SURFACE MOTION
 RJ0220
 RJ0220  HISTORY     - Date     Condition        Report By
 RJ0220  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0220  HISTORY     - 1969     GOOD             USLS
 RJ0220  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0220
 RJ0220                          STATION DESCRIPTION
 RJ0220
 RJ0220'DESCRIBED BY US LAKE SURVEY 1969
 RJ0220'AT SUGAR ISLAND.
 RJ0220'310 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0220'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0220'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0220'MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO 2.0
 RJ0220'MILES SOUTH, TURN LEFT AND VICINITY OF STATION, 96.0 FEET SOUTH
 RJ0220'OF A FLAGPOLE, 59 FEET WEST OF CENTERLINE OF ROAD, 2.4 FEET
 RJ0220'EAST OF UTILITY POLE NO. U.S.C.G.-310, 1/2-FOOT BELOW THE
 RJ0220'GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0220'DIAMETER COPPER-COATED STEEL ROD, 16 FEET LONG.
 RJ0220
 RJ0220                          STATION RECOVERY (1983)
 RJ0220
 RJ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0220'NOT RECOVERED.  INADEQUATE AND CONFLICTING DESCRIPTION REFERENCES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0137 ***********************************************************************
 OJ0137  DESIGNATION -  310 1/2
 OJ0137  PID         -  OJ0137
 OJ0137  STATE/COUNTY-  MI/ST CLAIR
 OJ0137  USGS QUAD   -  CAPAC (1961)
 OJ0137
 OJ0137                         *CURRENT SURVEY CONTROL
 OJ0137  ___________________________________________________________________
 OJ0137* NAD 83(1986)-  43 00 27.     (N)    082 54 26.     (W)     SCALED    
 OJ0137* NAVD 88     -       242.096  (meters)     794.28   (feet)  POSTED    
 OJ0137  ___________________________________________________________________
 OJ0137  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0137  DYNAMIC HT  -         242.030 (meters)     794.06  (feet)  COMP
 OJ0137  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 OJ0137
 OJ0137  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0137
 OJ0137.The horizontal coordinates were scaled from a topographic map and have
 OJ0137.an estimated accuracy of +/- 6 seconds.
 OJ0137
 OJ0137.The orthometric height was determined by differential leveling
 OJ0137.and adjusted by the National Geodetic Survey in 1992..
 OJ0137.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0137.rate of 1.1 thru 2.0 mm/km.
 OJ0137
 OJ0137.The geoid height was determined by GEOID03.
 OJ0137
 OJ0137.The dynamic height is computed by dividing the NAVD 88
 OJ0137.geopotential number by the normal gravity value computed on the
 OJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0137.degrees latitude (g = 980.6199 gals.).
 OJ0137
 OJ0137.The modeled gravity was interpolated from observed gravity values.
 OJ0137
 OJ0137;                    North         East    Units  Estimated Accuracy
 OJ0137;SPC MI S     -   168,480.    4,118,970.      MT  (+/- 180 meters Scaled)
 OJ0137
 OJ0137                          SUPERSEDED SURVEY CONTROL
 OJ0137
 OJ0137  NGVD 29 (??/??/92)  242.206  (m)          794.64   (f) ADJ UNCH    2 0
 OJ0137
 OJ0137.Superseded values are not recommended for survey control.
 OJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0137.See file dsdata.txt to determine how the superseded data were derived.
 OJ0137
 OJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH445634(NAD 83)
 OJ0137_MARKER: Z = SEE DESCRIPTION
 OJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0137_STAMPING: BM NO 309-1/2
 OJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0137+STABILITY: SURFACE MOTION
 OJ0137
 OJ0137  HISTORY     - Date     Condition        Report By
 OJ0137  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0137  HISTORY     - 1934     GOOD             NGS
 OJ0137  HISTORY     - 1977     GOOD             NGS
 OJ0137
 OJ0137                          STATION DESCRIPTION
 OJ0137
 OJ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0137'1.4 MI E FROM CAPAC.
 OJ0137'1.4 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0137'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0137'C 310-PH 25, 33.4 FEET NORTH OF THE NORTH RAIL, 1.2 FEET SOUTH
 OJ0137'OF A WIRE FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0137'1-1/2 INCH BRONZE PLUG, STAMPED B.M. NO. 309-1/2 AND SET IN THE
 OJ0137'TOP OF A CONCRETE POST.
 OJ0137
 OJ0137                          STATION RECOVERY (1977)
 OJ0137
 OJ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0137'1.4 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE FORMER
 OJ0137'DEPOT IN CAPAC, 48 FEET NORTH OF THE NORTH RAIL (THE NORTH SET OF
 OJ0137'TRACKS HAVE BEEN REMOVED), 2 FEET SOUTH OF RIGHT OF WAY FENCE AND
 OJ0137'0.15 MILES WEST OF A PRIVATE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0136 ***********************************************************************
 OJ0136  DESIGNATION -  311 1/2
 OJ0136  PID         -  OJ0136
 OJ0136  STATE/COUNTY-  MI/ST CLAIR
 OJ0136  USGS QUAD   -  CAPAC (1961)
 OJ0136
 OJ0136                         *CURRENT SURVEY CONTROL
 OJ0136  ___________________________________________________________________
 OJ0136* NAD 83(1986)-  43 00 18.     (N)    082 53 17.     (W)     SCALED    
 OJ0136* NAVD 88     -       241.206  (meters)     791.36   (feet)  POSTED    
 OJ0136  ___________________________________________________________________
 OJ0136  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0136  DYNAMIC HT  -         241.140 (meters)     791.14  (feet)  COMP
 OJ0136  MODELED GRAV-     980,348.9   (mgal)                       NAVD 88
 OJ0136
 OJ0136  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0136
 OJ0136.The horizontal coordinates were scaled from a topographic map and have
 OJ0136.an estimated accuracy of +/- 6 seconds.
 OJ0136
 OJ0136.The orthometric height was determined by differential leveling
 OJ0136.and adjusted by the National Geodetic Survey in 1992..
 OJ0136.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0136.rate of 1.1 thru 2.0 mm/km.
 OJ0136
 OJ0136.The geoid height was determined by GEOID03.
 OJ0136
 OJ0136.The dynamic height is computed by dividing the NAVD 88
 OJ0136.geopotential number by the normal gravity value computed on the
 OJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0136.degrees latitude (g = 980.6199 gals.).
 OJ0136
 OJ0136.The modeled gravity was interpolated from observed gravity values.
 OJ0136
 OJ0136;                    North         East    Units  Estimated Accuracy
 OJ0136;SPC MI S     -   168,230.    4,120,540.      MT  (+/- 180 meters Scaled)
 OJ0136
 OJ0136                          SUPERSEDED SURVEY CONTROL
 OJ0136
 OJ0136  NGVD 29 (??/??/92)  241.316  (m)          791.72   (f) ADJ UNCH    2 0
 OJ0136
 OJ0136.Superseded values are not recommended for survey control.
 OJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0136.See file dsdata.txt to determine how the superseded data were derived.
 OJ0136
 OJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH461631(NAD 83)
 OJ0136_MARKER: Z = SEE DESCRIPTION
 OJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0136_STAMPING: BM NO 311-1/2
 OJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0136+STABILITY: SURFACE MOTION
 OJ0136
 OJ0136  HISTORY     - Date     Condition        Report By
 OJ0136  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0136  HISTORY     - 1934     GOOD             NGS
 OJ0136
 OJ0136                          STATION DESCRIPTION
 OJ0136
 OJ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0136'2.4 MI E FROM CAPAC.
 OJ0136'2.4 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0136'STATION AT CAPAC, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 OJ0136'C 311-PH 24, 67 YARDS EAST OF SEMAPHORE 3115, 35.4 FEET NORTH
 OJ0136'OF THE NORTH RAIL, 1.6 FEET SOUTH OF A WIRE FENCE, AND 5 FEET
 OJ0136'LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG,
 OJ0136'STAMPED B.M. NO. 311-1/2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0317 ***********************************************************************
 NE0317  DESIGNATION -  314 1/2
 NE0317  PID         -  NE0317
 NE0317  STATE/COUNTY-  MI/ST CLAIR
 NE0317  USGS QUAD   -  MEMPHIS (1991)
 NE0317
 NE0317                         *CURRENT SURVEY CONTROL
 NE0317  ___________________________________________________________________
 NE0317* NAD 83(1986)-  42 59 52.     (N)    082 49 45.     (W)     SCALED    
 NE0317* NAVD 88     -       241.821  (meters)     793.37   (feet)  POSTED    
 NE0317  ___________________________________________________________________
 NE0317  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0317  DYNAMIC HT  -         241.760 (meters)     793.17  (feet)  COMP
 NE0317  MODELED GRAV-     980,353.2   (mgal)                       NAVD 88
 NE0317
 NE0317  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NE0317
 NE0317.The horizontal coordinates were scaled from a topographic map and have
 NE0317.an estimated accuracy of +/- 6 seconds.
 NE0317
 NE0317.The orthometric height was determined by differential leveling
 NE0317.and adjusted by the National Geodetic Survey in 1992..
 NE0317.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NE0317.rate of 1.1 thru 2.0 mm/km.
 NE0317
 NE0317.The geoid height was determined by GEOID03.
 NE0317
 NE0317.The dynamic height is computed by dividing the NAVD 88
 NE0317.geopotential number by the normal gravity value computed on the
 NE0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0317.degrees latitude (g = 980.6199 gals.).
 NE0317
 NE0317.The modeled gravity was interpolated from observed gravity values.
 NE0317
 NE0317;                    North         East    Units  Estimated Accuracy
 NE0317;SPC MI S     -   167,510.    4,125,360.      MT  (+/- 180 meters Scaled)
 NE0317
 NE0317                          SUPERSEDED SURVEY CONTROL
 NE0317
 NE0317  NGVD 29 (??/??/92)  241.924  (m)          793.71   (f) ADJ UNCH    2 0
 NE0317
 NE0317.Superseded values are not recommended for survey control.
 NE0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0317.See file dsdata.txt to determine how the superseded data were derived.
 NE0317
 NE0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH509621(NAD 83)
 NE0317_MARKER: DD = SURVEY DISK
 NE0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0317_STAMPING: BM NO 314-1/2
 NE0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0317+STABILITY: SURFACE MOTION
 NE0317
 NE0317  HISTORY     - Date     Condition        Report By
 NE0317  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0317  HISTORY     - 1934     GOOD             NGS
 NE0317  HISTORY     - 1977     GOOD             NGS
 NE0317
 NE0317                          STATION DESCRIPTION
 NE0317
 NE0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0317'3.1 MI W FROM EMMETT.
 NE0317'3.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0317'STATION AT EMMETT, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0317'C 314-PH 21, 43 YARDS NORTHEAST OF THE INTERSECTION OF THE
 NE0317'CENTERLINE OF A ROAD WITH THE NORTH RAIL, 35.5 FEET NORTH OF
 NE0317'THE NORTH RAIL, AND ABOUT 6 FEET LOWER THAN THE TOP OF THE RAIL.
 NE0317'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO. 314-1/2 AND SET IN
 NE0317'THE TOP OF A CONCRETE POST.
 NE0317
 NE0317                          STATION RECOVERY (1977)
 NE0317
 NE0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0317'3.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS
 NE0317'CROSSING OF MAIN STREET IN EMMITT, 115 FEET EAST OF THE CENTER OF
 NE0317'QUAIN ROAD, 49 FEET NORTH OF THE NORTH RAIL, 11.5 FEET EAST OF
 NE0317'TELEGRAPH POLE E-40 AND 1.5 FEET OF THE RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0318 ***********************************************************************
 NE0318  DESIGNATION -  315 1/2
 NE0318  PID         -  NE0318
 NE0318  STATE/COUNTY-  MI/ST CLAIR
 NE0318  USGS QUAD   -  MEMPHIS (1991)
 NE0318
 NE0318                         *CURRENT SURVEY CONTROL
 NE0318  ___________________________________________________________________
 NE0318* NAD 83(1986)-  42 59 43.     (N)    082 48 35.     (W)     SCALED    
 NE0318* NAVD 88     -       240.249  (meters)     788.22   (feet)  ADJUSTED  
 NE0318  ___________________________________________________________________
 NE0318  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0318  DYNAMIC HT  -         240.187 (meters)     788.01  (feet)  COMP
 NE0318  MODELED GRAV-     980,354.7   (mgal)                       NAVD 88
 NE0318
 NE0318  VERT ORDER  -  SECOND    CLASS 0
 NE0318
 NE0318.The horizontal coordinates were scaled from a topographic map and have
 NE0318.an estimated accuracy of +/- 6 seconds.
 NE0318
 NE0318.The orthometric height was determined by differential leveling
 NE0318.and adjusted by the National Geodetic Survey in June 1991..
 NE0318
 NE0318.The geoid height was determined by GEOID03.
 NE0318
 NE0318.The dynamic height is computed by dividing the NAVD 88
 NE0318.geopotential number by the normal gravity value computed on the
 NE0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0318.degrees latitude (g = 980.6199 gals.).
 NE0318
 NE0318.The modeled gravity was interpolated from observed gravity values.
 NE0318
 NE0318;                    North         East    Units  Estimated Accuracy
 NE0318;SPC MI S     -   167,270.    4,126,950.      MT  (+/- 180 meters Scaled)
 NE0318
 NE0318                          SUPERSEDED SURVEY CONTROL
 NE0318
 NE0318.No superseded survey control is available for this station.
 NE0318
 NE0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH524618(NAD 83)
 NE0318_MARKER: DD = SURVEY DISK
 NE0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0318_STAMPING: BM NO 315-1/2
 NE0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0318+STABILITY: SURFACE MOTION
 NE0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0318+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 NE0318
 NE0318  HISTORY     - Date     Condition        Report By
 NE0318  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0318  HISTORY     - 1934     GOOD             NGS
 NE0318  HISTORY     - 1977     GOOD             MIDH
 NE0318  HISTORY     - 20030930 GOOD             ROWEIN
 NE0318
 NE0318                          STATION DESCRIPTION
 NE0318
 NE0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0318'2.1 MI W FROM EMMETT.
 NE0318'2.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0318'STATION AT EMMETT, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0318'C 315-PH 20, 27 FEET NORTHWEST OF THE INTERSECTION OF THE
 NE0318'CENTERLINE OF A ROAD WITH THE NORTH RAIL, 33.6 FEET NORTH OF
 NE0318'THE NORTH RAIL, 1.9 FEET SOUTH OF A WIRE FENCE, AND ABOUT 2.5
 NE0318'FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG,
 NE0318'STAMPED B.M. NO. 315-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0318
 NE0318                          STATION RECOVERY (1977)
 NE0318
 NE0318'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0318'THE BENCHMARK IS LOCATED IN ST.CLAIR COUNTY, T6N R14E, EMMETT TOWNSHIP
 NE0318'IN SECTION 33 FROM EMMETT GO WEST ALONG GTWRR TRACKS 2.1 MILES TO
 NE0318'SHERIDAN ROAD AND MARK ON RIGHT. IT IS 64 FEET WEST OF CENTERLINE OF
 NE0318'SHERIDAN ROAD, 47 FEET NORTH OF NORTH RAIL, 29.5 FEET WEST OF A FENCE
 NE0318'CORNER POST AND 1.5 FEET SOUTH OF A FENCE. A 1 1/2 INCH BRASS PLUG
 NE0318'SET IN A CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND
 NE0318
 NE0318                          STATION RECOVERY (2003)
 NE0318
 NE0318'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0314 ***********************************************************************
 NE0314  DESIGNATION -  318 1/2
 NE0314  PID         -  NE0314
 NE0314  STATE/COUNTY-  MI/ST CLAIR
 NE0314  USGS QUAD   -  MEMPHIS (1991)
 NE0314
 NE0314                         *CURRENT SURVEY CONTROL
 NE0314  ___________________________________________________________________
 NE0314* NAD 83(1986)-  42 59 21.     (N)    082 45 04.     (W)     SCALED    
 NE0314* NAVD 88     -       232.213  (meters)     761.85   (feet)  ADJUSTED  
 NE0314  ___________________________________________________________________
 NE0314  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE0314  DYNAMIC HT  -         232.154 (meters)     761.66  (feet)  COMP
 NE0314  MODELED GRAV-     980,359.3   (mgal)                       NAVD 88
 NE0314
 NE0314  VERT ORDER  -  SECOND    CLASS 0
 NE0314
 NE0314.The horizontal coordinates were scaled from a topographic map and have
 NE0314.an estimated accuracy of +/- 6 seconds.
 NE0314
 NE0314.The orthometric height was determined by differential leveling
 NE0314.and adjusted by the National Geodetic Survey in June 1991..
 NE0314
 NE0314.The geoid height was determined by GEOID03.
 NE0314
 NE0314.The dynamic height is computed by dividing the NAVD 88
 NE0314.geopotential number by the normal gravity value computed on the
 NE0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0314.degrees latitude (g = 980.6199 gals.).
 NE0314
 NE0314.The modeled gravity was interpolated from observed gravity values.
 NE0314
 NE0314;                    North         East    Units  Estimated Accuracy
 NE0314;SPC MI S     -   166,680.    4,131,740.      MT  (+/- 180 meters Scaled)
 NE0314
 NE0314                          SUPERSEDED SURVEY CONTROL
 NE0314
 NE0314  NGVD 29 (??/??/92)  232.317  (m)          762.19   (f) ADJ UNCH    2 0
 NE0314
 NE0314.Superseded values are not recommended for survey control.
 NE0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0314.See file dsdata.txt to determine how the superseded data were derived.
 NE0314
 NE0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH572611(NAD 83)
 NE0314_MARKER: DD = SURVEY DISK
 NE0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0314_STAMPING: BM NO 318-1/2
 NE0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0314+STABILITY: SURFACE MOTION
 NE0314
 NE0314  HISTORY     - Date     Condition        Report By
 NE0314  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0314  HISTORY     - 1934     GOOD             NGS
 NE0314  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0314  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0314
 NE0314                          STATION DESCRIPTION
 NE0314
 NE0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0314'0.9 MI E FROM EMMETT.
 NE0314'0.9 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0314'STATION AT EMMETT, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0314'C 318-PH 17, 250 YARDS EAST OF SIGNAL TOWER 3183, 35 FEET NORTH
 NE0314'OF THE NORTH RAIL, 1.7 FEET SOUTH OF A WIRE FENCE, AND ABOUT
 NE0314'4.5 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE
 NE0314'PLUG, STAMPED B.M. NO. 318-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0314'POST.
 NE0314
 NE0314                          STATION RECOVERY (1977)
 NE0314
 NE0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0314'MARK NOT FOUND.
 NE0314
 NE0314                          STATION RECOVERY (1988)
 NE0314
 NE0314'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0201 ***********************************************************************
 NE0201  DESIGNATION -  32
 NE0201  PID         -  NE0201
 NE0201  STATE/COUNTY-  MI/MACOMB
 NE0201  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0201
 NE0201                         *CURRENT SURVEY CONTROL
 NE0201  ___________________________________________________________________
 NE0201* NAD 83(1986)-  42 40 57.     (N)    082 43 47.     (W)     SCALED    
 NE0201* NAVD 88     -       182.620  (meters)     599.15   (feet)  ADJUSTED  
 NE0201  ___________________________________________________________________
 NE0201  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0201  DYNAMIC HT  -         182.569 (meters)     598.98  (feet)  COMP
 NE0201  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 NE0201
 NE0201  VERT ORDER  -  FIRST     CLASS II
 NE0201
 NE0201.The horizontal coordinates were scaled from a topographic map and have
 NE0201.an estimated accuracy of +/- 6 seconds.
 NE0201
 NE0201.The orthometric height was determined by differential leveling
 NE0201.and adjusted by the National Geodetic Survey in June 1991..
 NE0201
 NE0201.The geoid height was determined by GEOID03.
 NE0201
 NE0201.The dynamic height is computed by dividing the NAVD 88
 NE0201.geopotential number by the normal gravity value computed on the
 NE0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0201.degrees latitude (g = 980.6199 gals.).
 NE0201
 NE0201.The modeled gravity was interpolated from observed gravity values.
 NE0201
 NE0201;                    North         East    Units  Estimated Accuracy
 NE0201;SPC MI S     -   132,650.    4,134,140.      MT  (+/- 180 meters Scaled)
 NE0201
 NE0201                          SUPERSEDED SURVEY CONTROL
 NE0201
 NE0201  NGVD 29 (??/??/??)  182.742  (m)          599.55   (f) ADJUSTED    1 2
 NE0201
 NE0201.Superseded values are not recommended for survey control.
 NE0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0201.See file dsdata.txt to determine how the superseded data were derived.
 NE0201
 NE0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH582270(NAD 83)
 NE0201_MARKER: B = BOLT
 NE0201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0201_SP_SET: WATER TABLE
 NE0201_MARK LOGO: NONE  
 NE0201_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0201+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 NE0201
 NE0201  HISTORY     - Date     Condition        Report By
 NE0201  HISTORY     - 1898     MONUMENTED       USLS
 NE0201  HISTORY     - 1970     GOOD             USLS
 NE0201  HISTORY     - 1980     GOOD             NGS
 NE0201  HISTORY     - 19910713 GOOD             USPSQD
 NE0201  HISTORY     - 19950921 GOOD             MIDT
 NE0201  HISTORY     - 20041023 GOOD             USPSQD
 NE0201  HISTORY     - 20060522 GOOD             INDIV
 NE0201  HISTORY     - 20060816 GOOD             SPALD
 NE0201
 NE0201                          STATION DESCRIPTION
 NE0201
 NE0201'DESCRIBED BY US LAKE SURVEY 1970
 NE0201'AT NEW BALTIMORE.
 NE0201'32 IS AT NEW BALTIMORE, MACOMB COUNTY, MICHIGAN, ON SOUTHEAST
 NE0201'SIDE OF MAIN STREET, 1,900 FEET NORTHEAST OF WASHINGTON AVENUE,
 NE0201'0.8 FOOT SOUTHEAST OF NORTH CORNER OF WATER TABLE AND IN
 NE0201'NORTHEAST FACE OF DWELLING AT 36848 MAIN STREET, 3-1/2-FEET
 NE0201'ABOVE THE GROUND SURFACE, BEING CENTER OF SMALL HOLE IN BRASS
 NE0201'BOLT SET INTO THE WATER TABLE.  (MARKED U.S. PBM)  NOTE-- BM 1898
 NE0201
 NE0201                          STATION RECOVERY (1980)
 NE0201
 NE0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0201'IN NEW BALTIMORE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0201'OF ASHEY STREET, SET VERTICALLY 3 1/2 FEET ABOVE THE GROUND IN THE
 NE0201'NORTHEAST FACE OF THE CONCRETE WATER TABLE OF A TWO STORY BRICK
 NE0201'HOUSE NUMBER 26848 MAIN STREET, THIS MARK IS A SMALL BRASS BOLT
 NE0201'WITH A HOLE IN THE CENTER WITH 2 INCH LETTERS U S PBM INCRIBED
 NE0201'IN THE WATER TABLE. 48.76 METERS (160.0 FEET) SOUTHEAST OF THE
 NE0201'CENTER LINE OF MAIN STREET, 4.66 METERS NORTHWEST OF THE NORTH CORNER
 NE0201'OF THE PORCH ON THE NORTHEAST SIDE OF THE HOUSE, 0.24 METER (8-INCHES)
 NE0201'SOUTHEAST OF THE NORTH CORNER OF THE HOUSE.
 NE0201'THE MARK IS 1.56 M ABOVE GROUND.
 NE0201
 NE0201                          STATION RECOVERY (1991)
 NE0201
 NE0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (DDH)
 NE0201'RECOVERED IN GOOD CONDITION.
 NE0201
 NE0201                          STATION RECOVERY (1995)
 NE0201
 NE0201'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (GRH)
 NE0201'STATION WAS RECOVERED WITH THE FOLLOWING CHANGE.  THE TWO STORY BRICK
 NE0201'HOUSE NUMBER SHOULD BE 36848 INSTEAD OF 26848.
 NE0201
 NE0201                          STATION RECOVERY (2004)
 NE0201
 NE0201'RECOVERY NOTE BY US POWER SQUADRON 2004
 NE0201'RECOVERED AS DESCRIBED
 NE0201
 NE0201                          STATION RECOVERY (2006)
 NE0201
 NE0201'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MJV)
 NE0201'FOUND MARK IN GOOD CONDITION
 NE0201
 NE0201                          STATION RECOVERY (2006)
 NE0201
 NE0201'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0316 ***********************************************************************
 OK0316  DESIGNATION -  32 1/2
 OK0316  PID         -  OK0316
 OK0316  STATE/COUNTY-  MI/MONTCALM
 OK0316  USGS QUAD   -  SHERIDAN (1972)
 OK0316
 OK0316                         *CURRENT SURVEY CONTROL
 OK0316  ___________________________________________________________________
 OK0316* NAD 83(1986)-  43 11 55.     (N)    085 06 13.     (W)     SCALED    
 OK0316* NAVD 88     -       255.041  (meters)     836.75   (feet)  ADJUSTED  
 OK0316  ___________________________________________________________________
 OK0316  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 OK0316  DYNAMIC HT  -         254.987 (meters)     836.57  (feet)  COMP
 OK0316  MODELED GRAV-     980,405.3   (mgal)                       NAVD 88
 OK0316
 OK0316  VERT ORDER  -  SECOND    CLASS 0
 OK0316
 OK0316.The horizontal coordinates were scaled from a topographic map and have
 OK0316.an estimated accuracy of +/- 6 seconds.
 OK0316
 OK0316.The orthometric height was determined by differential leveling
 OK0316.and adjusted by the National Geodetic Survey in June 1991..
 OK0316
 OK0316.The geoid height was determined by GEOID03.
 OK0316
 OK0316.The dynamic height is computed by dividing the NAVD 88
 OK0316.geopotential number by the normal gravity value computed on the
 OK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0316.degrees latitude (g = 980.6199 gals.).
 OK0316
 OK0316.The modeled gravity was interpolated from observed gravity values.
 OK0316
 OK0316;                    North         East    Units  Estimated Accuracy
 OK0316;SPC MI S     -   188,940.    3,940,110.      MT  (+/- 180 meters Scaled)
 OK0316
 OK0316                          SUPERSEDED SURVEY CONTROL
 OK0316
 OK0316  NGVD 29 (??/??/92)  255.177  (m)          837.19   (f) ADJ UNCH    2 0
 OK0316
 OK0316.Superseded values are not recommended for survey control.
 OK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0316.See file dsdata.txt to determine how the superseded data were derived.
 OK0316
 OK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN540846(NAD 83)
 OK0316_MARKER: Z = SEE DESCRIPTION
 OK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0316_STAMPING: 32-1/2
 OK0316_PROJECTION: FLUSH
 OK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0316+STABILITY: SURFACE MOTION
 OK0316
 OK0316  HISTORY     - Date     Condition        Report By
 OK0316  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0316  HISTORY     - 1934     GOOD             NGS
 OK0316  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0316  HISTORY     - 20011205 GOOD             NGS
 OK0316
 OK0316                          STATION DESCRIPTION
 OK0316
 OK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0316'1.5 MI W FROM SHERIDAN.
 OK0316'1.5 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0316'AT SHERIDAN, 50 FEET WEST OF A DIRT-ROAD CROSSING, 43 FEET NORTH
 OK0316'OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF RAIL.
 OK0316'A BRASS PLUG, STAMPED 32-1/2 AND SET IN THE TOP OF A CONCRETE
 OK0316'POST.
 OK0316
 OK0316                          STATION RECOVERY (1992)
 OK0316
 OK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0316'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OK0316
 OK0316                          STATION RECOVERY (2001)
 OK0316
 OK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0316'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0151 ***********************************************************************
 QJ0151  DESIGNATION -  32 RMC USGS
 QJ0151  PID         -  QJ0151
 QJ0151  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0151  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0151
 QJ0151                         *CURRENT SURVEY CONTROL
 QJ0151  ___________________________________________________________________
 QJ0151* NAD 83(1986)-  45 20 06.     (N)    083 37 22.     (W)     SCALED    
 QJ0151* NAVD 88     -       196.506  (meters)     644.70   (feet)  ADJUSTED  
 QJ0151  ___________________________________________________________________
 QJ0151  GEOID HEIGHT-         -36.86  (meters)                     GEOID03
 QJ0151  DYNAMIC HT  -         196.496 (meters)     644.67  (feet)  COMP
 QJ0151  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 QJ0151  OBS GRAVITY -     980,557.3   (mgal)                       GRAV_OBS
 QJ0151
 QJ0151  VERT ORDER  -  FIRST     CLASS II
 QJ0151
 QJ0151.The horizontal coordinates were scaled from a topographic map and have
 QJ0151.an estimated accuracy of +/- 6 seconds.
 QJ0151
 QJ0151.The orthometric height was determined by differential leveling
 QJ0151.and adjusted by the National Geodetic Survey in June 1991..
 QJ0151
 QJ0151.The geoid height was determined by GEOID03.
 QJ0151
 QJ0151.The dynamic height is computed by dividing the NAVD 88
 QJ0151.geopotential number by the normal gravity value computed on the
 QJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0151.degrees latitude (g = 980.6199 gals.).
 QJ0151
 QJ0151.The modeled gravity was interpolated from observed gravity values.
 QJ0151.The observed gravity was obtained from relative gravimeter ties
 QJ0151.to the IGSN71 gravity network.
 QJ0151
 QJ0151;                    North         East    Units  Estimated Accuracy
 QJ0151;SPC MI C     -   224,550.    6,058,310.      MT  (+/- 180 meters Scaled)
 QJ0151
 QJ0151                          SUPERSEDED SURVEY CONTROL
 QJ0151
 QJ0151.No superseded survey control is available for this station.
 QJ0151
 QJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL944235(NAD 83)
 QJ0151_MARKER: DD = SURVEY DISK
 QJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0151_SP_SET: CONCRETE POST
 QJ0151_STAMPING: 32 RMC 1956
 QJ0151_MARK LOGO: USGS  
 QJ0151_PROJECTION: PROJECTING 90 CENTIMETERS
 QJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0151+STABILITY: SURFACE MOTION
 QJ0151
 QJ0151  HISTORY     - Date     Condition        Report By
 QJ0151  HISTORY     - 1956     MONUMENTED       USGS
 QJ0151  HISTORY     - 1983     GOOD             NGS
 QJ0151  HISTORY     - 20030627 GOOD             USPSQD
 QJ0151
 QJ0151                          STATION DESCRIPTION
 QJ0151
 QJ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0151'20.4 KM (12.70 MI) SE FROM ROGERS CITY.
 QJ0151'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0151'FROM THE POST OFFICE IN ROGERS CITY, THENCE 15.5 KM (9.65 MI)
 QJ0151'SOUTHEAST ALONG U.S. HIGHWAY 23 AT A GRAVEL SIDE ROAD (MILLER ROAD)
 QJ0151'LEADING SOUTH, 14.63 METERS (48.0 FT) NORTH OF THE CENTERLINE OF
 QJ0151'HIGHWAY 23, 23.46 METERS (77.0 FT) NORTHWEST OF THE CENTER OF
 QJ0151'T-JUNCTION OF MILLER ROAD AND U.S. HIGHWAY 23, 28.65 METERS (94.0 FT)
 QJ0151'EAST OF A U.S. HIGHWAY 23 NORTH SIGN, 21.03 METERS (69.0 FT) WEST OF
 QJ0151'AN EXTENDED CENTERLINE OF MILLER ROAD LEADING SOUTH, 0.60 METER
 QJ0151'(2.0 FT) EAST OF THE SOUTHEAST EDGE OF A 1.2 METERS (4.0 FT) BY
 QJ0151'2.4 METERS (8.0 FT) BOULDER PROJECTING ABOUT 0.6 METER (2.0 FT).
 QJ0151'THE MARK IS 0.42 METERS  WNW FROM A WITNESS POST.
 QJ0151'THE MARK IS 0.46 M BELOW HIGHWAY 23.
 QJ0151
 QJ0151                          STATION RECOVERY (2003)
 QJ0151
 QJ0151'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0312 ***********************************************************************
 NE0312  DESIGNATION -  320 1/2
 NE0312  PID         -  NE0312
 NE0312  STATE/COUNTY-  MI/ST CLAIR
 NE0312  USGS QUAD   -  GOODELLS (1991)
 NE0312
 NE0312                         *CURRENT SURVEY CONTROL
 NE0312  ___________________________________________________________________
 NE0312* NAD 83(1986)-  42 59 09.     (N)    082 42 44.     (W)     SCALED    
 NE0312* NAVD 88     -       224.876  (meters)     737.78   (feet)  ADJUSTED  
 NE0312  ___________________________________________________________________
 NE0312  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0312  DYNAMIC HT  -         224.819 (meters)     737.59  (feet)  COMP
 NE0312  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 NE0312
 NE0312  VERT ORDER  -  SECOND    CLASS 0
 NE0312
 NE0312.The horizontal coordinates were scaled from a topographic map and have
 NE0312.an estimated accuracy of +/- 6 seconds.
 NE0312
 NE0312.The orthometric height was determined by differential leveling
 NE0312.and adjusted by the National Geodetic Survey in June 1991..
 NE0312
 NE0312.The geoid height was determined by GEOID03.
 NE0312
 NE0312.The dynamic height is computed by dividing the NAVD 88
 NE0312.geopotential number by the normal gravity value computed on the
 NE0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0312.degrees latitude (g = 980.6199 gals.).
 NE0312
 NE0312.The modeled gravity was interpolated from observed gravity values.
 NE0312
 NE0312;                    North         East    Units  Estimated Accuracy
 NE0312;SPC MI S     -   166,370.    4,134,920.      MT  (+/- 180 meters Scaled)
 NE0312
 NE0312                          SUPERSEDED SURVEY CONTROL
 NE0312
 NE0312  NGVD 29 (??/??/92)  224.986  (m)          738.14   (f) ADJ UNCH    2 0
 NE0312
 NE0312.Superseded values are not recommended for survey control.
 NE0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0312.See file dsdata.txt to determine how the superseded data were derived.
 NE0312
 NE0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH604606(NAD 83)
 NE0312_MARKER: DD = SURVEY DISK
 NE0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0312_STAMPING: BM 320-1/2
 NE0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0312+STABILITY: SURFACE MOTION
 NE0312
 NE0312  HISTORY     - Date     Condition        Report By
 NE0312  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0312  HISTORY     - 1934     GOOD             NGS
 NE0312  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0312  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0312  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0312
 NE0312                          STATION DESCRIPTION
 NE0312
 NE0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0312'2.2 MI W FROM GOODELLS.
 NE0312'2.2 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0312'STATION AT GOODELLS, ST. CLAIR COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0312'C 320-PH 15, 36.2 FEET NORTH OF THE NORTH RAIL, 1.3 FEET SOUTH OF
 NE0312'WIRE FENCE, AND ABOUT 4 FEET LOWER THAN THE TOP OF THE RAIL.
 NE0312'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. 320-1/2 AND SET IN THE TOP
 NE0312'OF A CONCRETE POST.
 NE0312
 NE0312                          STATION RECOVERY (1977)
 NE0312
 NE0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0312'MARK NOT FOUND.
 NE0312
 NE0312                          STATION RECOVERY (1988)
 NE0312
 NE0312'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0312'MARK NOT FOUND.
 NE0312
 NE0312                          STATION RECOVERY (1999)
 NE0312
 NE0312'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0171 ***********************************************************************
 NE0171  DESIGNATION -  32600 USLS
 NE0171  PID         -  NE0171
 NE0171  STATE/COUNTY-  MI/MACOMB
 NE0171  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE0171
 NE0171                         *CURRENT SURVEY CONTROL
 NE0171  ___________________________________________________________________
 NE0171* NAD 83(1986)-  42 31 44.     (N)    082 52 22.     (W)     SCALED    
 NE0171* NAVD 88     -       176.500  (meters)     579.07   (feet)  ADJUSTED  
 NE0171  ___________________________________________________________________
 NE0171  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NE0171  DYNAMIC HT  -         176.450 (meters)     578.90  (feet)  COMP
 NE0171  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 NE0171
 NE0171  VERT ORDER  -  FIRST     CLASS 0
 NE0171
 NE0171.The horizontal coordinates were scaled from a topographic map and have
 NE0171.an estimated accuracy of +/- 6 seconds.
 NE0171
 NE0171.The orthometric height was determined by differential leveling
 NE0171.and adjusted by the National Geodetic Survey in June 1991..
 NE0171
 NE0171.The geoid height was determined by GEOID03.
 NE0171
 NE0171.The dynamic height is computed by dividing the NAVD 88
 NE0171.geopotential number by the normal gravity value computed on the
 NE0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0171.degrees latitude (g = 980.6199 gals.).
 NE0171
 NE0171.The modeled gravity was interpolated from observed gravity values.
 NE0171
 NE0171;                    North         East    Units  Estimated Accuracy
 NE0171;SPC MI S     -   115,380.    4,122,720.      MT  (+/- 180 meters Scaled)
 NE0171
 NE0171                          SUPERSEDED SURVEY CONTROL
 NE0171
 NE0171  NGVD 29 (??/??/92)  176.634  (m)          579.51   (f) ADJ UNCH    1 0
 NE0171
 NE0171.Superseded values are not recommended for survey control.
 NE0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0171.See file dsdata.txt to determine how the superseded data were derived.
 NE0171
 NE0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH461102(NAD 83)
 NE0171_MARKER: Z = SEE DESCRIPTION
 NE0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0171_SP_SET: STEEL ROD
 NE0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0171
 NE0171  HISTORY     - Date     Condition        Report By
 NE0171  HISTORY     - 1970     MONUMENTED       USLS
 NE0171  HISTORY     - 1970     GOOD             USLS
 NE0171  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0171
 NE0171                          STATION DESCRIPTION
 NE0171
 NE0171'DESCRIBED BY US LAKE SURVEY 1970
 NE0171'AT ST CLAIR SHORES.
 NE0171'32600 IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, 0.6 MILES
 NE0171'NORTHERLY OF THIRTEEN MILE ROAD, 218 FEET SOUTHWEST OF THE
 NE0171'CENTERLINE OF PLAYVIEW, 116.8 FEET NORTHEAST OF A UTILITY POLE,
 NE0171'33 FEET NORTHWEST OF CENTERLINE OF JEFFERSON AVE., 6.6 FEET
 NE0171'NORTHWEST OF UTILITY POLE DE-38-50G3, 1.5 FEET SOUTHEAST OF
 NE0171'THE SOUTHEAST EDGE OF THE SIDEWALK, 1/2 FOOT BELOW GROUND SURFACE,
 NE0171'BEING THE HIGHEST POINT ON TOP OF A 5/8 INCH COPPER-COATED STEEL
 NE0171'ROD, 10 FEET LONG.  NOTE-- BM 1970.
 NE0171
 NE0171                          STATION RECOVERY (1980)
 NE0171
 NE0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0171'NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0039 ***********************************************************************
 PL0039  DESIGNATION -  33
 PL0039  PID         -  PL0039
 PL0039  STATE/COUNTY-  MI/OGEMAW
 PL0039  USGS QUAD   -  ISLAND LAKE (1972)
 PL0039
 PL0039                         *CURRENT SURVEY CONTROL
 PL0039  ___________________________________________________________________
 PL0039* NAD 83(1986)-  44 30 08.     (N)    084 07 41.     (W)     SCALED    
 PL0039* NAVD 88     -       398.142  (meters)    1306.24   (feet)  ADJUSTED  
 PL0039  ___________________________________________________________________
 PL0039  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0039  DYNAMIC HT  -         398.080 (meters)    1306.03  (feet)  COMP
 PL0039  MODELED GRAV-     980,451.0   (mgal)                       NAVD 88
 PL0039
 PL0039  VERT ORDER  -  SECOND    CLASS 0
 PL0039
 PL0039.The horizontal coordinates were scaled from a topographic map and have
 PL0039.an estimated accuracy of +/- 6 seconds.
 PL0039
 PL0039.The orthometric height was determined by differential leveling
 PL0039.and adjusted by the National Geodetic Survey in June 1991..
 PL0039
 PL0039.The geoid height was determined by GEOID03.
 PL0039
 PL0039.The dynamic height is computed by dividing the NAVD 88
 PL0039.geopotential number by the normal gravity value computed on the
 PL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0039.degrees latitude (g = 980.6199 gals.).
 PL0039
 PL0039.The modeled gravity was interpolated from observed gravity values.
 PL0039
 PL0039;                    North         East    Units  Estimated Accuracy
 PL0039;SPC MI C     -   131,770.    6,018,980.      MT  (+/- 180 meters Scaled)
 PL0039
 PL0039                          SUPERSEDED SURVEY CONTROL
 PL0039
 PL0039  NGVD 29 (??/??/92)  398.270  (m)         1306.66   (f) ADJ UNCH    2 0
 PL0039
 PL0039.Superseded values are not recommended for survey control.
 PL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0039.See file dsdata.txt to determine how the superseded data were derived.
 PL0039
 PL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ283316(NAD 83)
 PL0039_MARKER: N = NAIL
 PL0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0039_SP_SET: OAK TREE
 PL0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0039
 PL0039  HISTORY     - Date     Condition        Report By
 PL0039  HISTORY     - UNK      MONUMENTED       MIDH
 PL0039  HISTORY     - 1943     GOOD             NGS
 PL0039
 PL0039                          STATION DESCRIPTION
 PL0039
 PL0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PL0039'6 MI N FROM ROSE CITY.
 PL0039'6.0 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0039'ROSE CITY, OGEMAW COUNTY, AT THE INTERSECTION OF A DIRT ROAD
 PL0039'LEADING TO MULE SHOE LAKE, 60 FEET WEST OF THE CENTERLINE OF THE
 PL0039'HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD, AND
 PL0039'IN THE ROOT OF AN 8-INCH OAK TREE.  A MICHIGAN STATE HIGHWAY
 PL0039'DEPARTMENT STANDARD NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0095 ***********************************************************************
 NF0095  DESIGNATION -  33
 NF0095  PID         -  NF0095
 NF0095  STATE/COUNTY-  MI/INGHAM
 NF0095  USGS QUAD   -  EAST LANSING (1970)
 NF0095
 NF0095                         *CURRENT SURVEY CONTROL
 NF0095  ___________________________________________________________________
 NF0095* NAD 83(1986)-  42 43 52.     (N)    084 28 56.     (W)     SCALED    
 NF0095* NAVD 88     -       260.06   (+/-2cm)     853.2    (feet)  VERTCON   
 NF0095  ___________________________________________________________________
 NF0095  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0095
 NF0095  VERT ORDER  -  ? (See Below)
 NF0095
 NF0095.The horizontal coordinates were scaled from a topographic map and have
 NF0095.an estimated accuracy of +/- 6 seconds.
 NF0095
 NF0095.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0095.The vertical order pertains to the NGVD 29 superseded value.
 NF0095
 NF0095.The geoid height was determined by GEOID03.
 NF0095
 NF0095;                    North         East    Units  Estimated Accuracy
 NF0095;SPC MI S     -   136,760.    3,990,540.      MT  (+/- 180 meters Scaled)
 NF0095
 NF0095                          SUPERSEDED SURVEY CONTROL
 NF0095
 NF0095  NGVD 29 (??/??/92)  260.192  (m)          853.65   (f) ADJ UNCH    ?  
 NF0095
 NF0095.Superseded values are not recommended for survey control.
 NF0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0095.See file dsdata.txt to determine how the superseded data were derived.
 NF0095
 NF0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN061340(NAD 83)
 NF0095_MARKER: DD = SURVEY DISK
 NF0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0095_STAMPING: 33
 NF0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0095+STABILITY: SURFACE MOTION
 NF0095
 NF0095  HISTORY     - Date     Condition        Report By
 NF0095  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0095  HISTORY     - 1932     GOOD             MISCOL
 NF0095  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0095
 NF0095                          STATION DESCRIPTION
 NF0095
 NF0095'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0095'AT EAST LANSING.
 NF0095'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0095'CAMPUS, BETWEEN THE ENTRANCE AND THE EXIT AT THE NORTH END OF THE
 NF0095'BOULEVARD LEADING PAST UNION BUILDING, 78.8 FEET SOUTHEAST OF
 NF0095'THE NORTHEAST CORNER OF THE OLD WEATHER BUREAU BUILDING, 63.6
 NF0095'FEET SOUTH OF THE BASE OF A SIGNAL POST, AND 2.1 FEET SOUTH OF
 NF0095'THE INSIDE EDGE OF THE CURB.  A MICHIGAN STATE COLLEGE STANDARD
 NF0095'DISK, STAMPED 33 AND SET IN THE TOP OF A CONCRETE POST.
 NF0095
 NF0095                          STATION RECOVERY (1978)
 NF0095
 NF0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0357 ***********************************************************************
 NE0357  DESIGNATION -  33 1/2
 NE0357  PID         -  NE0357
 NE0357  STATE/COUNTY-  MI/OAKLAND
 NE0357  USGS QUAD   -  CLARKSTON (1983)
 NE0357
 NE0357                         *CURRENT SURVEY CONTROL
 NE0357  ___________________________________________________________________
 NE0357* NAD 83(1986)-  42 41 39.     (N)    083 24 27.     (W)     SCALED    
 NE0357* NAVD 88     -       300.717  (meters)     986.60   (feet)  ADJUSTED  
 NE0357  ___________________________________________________________________
 NE0357  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NE0357  DYNAMIC HT  -         300.626 (meters)     986.30  (feet)  COMP
 NE0357  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 NE0357
 NE0357  VERT ORDER  -  SECOND    CLASS 0
 NE0357
 NE0357.The horizontal coordinates were scaled from a topographic map and have
 NE0357.an estimated accuracy of +/- 6 seconds.
 NE0357
 NE0357.The orthometric height was determined by differential leveling
 NE0357.and adjusted by the National Geodetic Survey in June 1991..
 NE0357
 NE0357.The geoid height was determined by GEOID03.
 NE0357
 NE0357.The dynamic height is computed by dividing the NAVD 88
 NE0357.geopotential number by the normal gravity value computed on the
 NE0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0357.degrees latitude (g = 980.6199 gals.).
 NE0357
 NE0357.The modeled gravity was interpolated from observed gravity values.
 NE0357
 NE0357;                    North         East    Units  Estimated Accuracy
 NE0357;SPC MI S     -   133,090.    4,078,590.      MT  (+/- 180 meters Scaled)
 NE0357
 NE0357                          SUPERSEDED SURVEY CONTROL
 NE0357
 NE0357  NGVD 29 (??/??/92)  300.804  (m)          986.89   (f) ADJ UNCH    2 0
 NE0357
 NE0357.Superseded values are not recommended for survey control.
 NE0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0357.See file dsdata.txt to determine how the superseded data were derived.
 NE0357
 NE0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH027296(NAD 83)
 NE0357_MARKER: B = BOLT
 NE0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0357_STAMPING: 33-1/2
 NE0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0357+STABILITY: SURFACE MOTION
 NE0357
 NE0357  HISTORY     - Date     Condition        Report By
 NE0357  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0357  HISTORY     - 1934     GOOD             NGS
 NE0357  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0357
 NE0357                          STATION DESCRIPTION
 NE0357
 NE0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0357'1.8 MI SE FROM CLARKSTON.
 NE0357'1.8 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0357'THE STATION AT CLARKSTON, OAKLAND COUNTY, 475 YARDS WEST OF THE
 NE0357'STATION AT WATERFORD, 14 YARDS NORTHEAST OF THE NORTHEAST RAIL,
 NE0357'1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH
 NE0357'THE TOP OF RAIL.  A COPPER BOLT, STAMPED 33-1/2 AND SET IN THE
 NE0357'TOP OF A CONCRETE POST.
 NE0357
 NE0357                          STATION RECOVERY (2002)
 NE0357
 NE0357'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6837 ***********************************************************************
 AA6837  DESIGNATION -  33 254A
 AA6837  PID         -  AA6837
 AA6837  STATE/COUNTY-  MI/WAYNE
 AA6837  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6837
 AA6837                         *CURRENT SURVEY CONTROL
 AA6837  ___________________________________________________________________
 AA6837* NAD 83(1994)-  42 23 29.46297(N)    083 05 01.32819(W)     ADJUSTED  
 AA6837* NAVD 88     -       192.5    (meters)     632.     (feet)  GPS OBS   
 AA6837  ___________________________________________________________________
 AA6837  X           -     568,126.578 (meters)                     COMP
 AA6837  Y           -  -4,683,574.444 (meters)                     COMP
 AA6837  Z           -   4,277,929.156 (meters)                     COMP
 AA6837  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AA6837  ELLIP HEIGHT-         158.19  (meters)          (07/12/02) GPS OBS
 AA6837  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AA6837
 AA6837  HORZ ORDER  -  FIRST
 AA6837  ELLP ORDER  -  FOURTH    CLASS I
 AA6837
 AA6837.The horizontal coordinates were established by GPS observations
 AA6837.and adjusted by the National Geodetic Survey in February 1997..
 AA6837
 AA6837.The orthometric height was determined by GPS observations and a
 AA6837.high-resolution geoid model.
 AA6837
 AA6837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6837
 AA6837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6837
 AA6837.The ellipsoidal height was determined by GPS observations
 AA6837.and is referenced to NAD 83.
 AA6837
 AA6837.The geoid height was determined by GEOID03.
 AA6837
 AA6837;                    North         East     Units Scale Factor Converg.
 AA6837;SPC MI S     -    99,832.622 4,105,630.481   MT  0.99994374   +0 52 23.1
 AA6837;SPC MI S     -   327,534.85 13,469,916.28   iFT  0.99994374   +0 52 23.1
 AA6837;UTM  17      - 4,695,350.527   328,491.088   MT  0.99996193   -1 24 18.6
 AA6837
 AA6837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6837!SPC MI S     -   0.99997519  x   0.99994374  =   0.99991893
 AA6837!UTM  17      -   0.99997519  x   0.99996193  =   0.99993712
 AA6837
 AA6837:                Primary Azimuth Mark                     Grid Az
 AA6837:SPC MI S     -  4 3                                      330 48 48.8
 AA6837:UTM  17      -  4 3                                      333 05 30.5
 AA6837
 AA6837|---------------------------------------------------------------------|
 AA6837| PID    Reference Object                     Distance      Geod. Az  |
 AA6837|                                                           dddmmss.s |
 AA6837| AA6841 4 3                                 433.673 METERS 3314111.9 |
 AA6837|---------------------------------------------------------------------|
 AA6837
 AA6837                          SUPERSEDED SURVEY CONTROL
 AA6837
 AA6837  ELLIP H (02/03/97)  158.23   (m)                       GP(       ) 4 1
 AA6837  NAD 83(1986)-  42 23 29.46749(N)    083 05 01.35930(W) AD(       ) 1
 AA6837
 AA6837.Superseded values are not recommended for survey control.
 AA6837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6837.See file dsdata.txt to determine how the superseded data were derived.
 AA6837
 AA6837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2849195351(NAD 83)
 AA6837_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6837_STAMPING: 33-254A 1960
 AA6837_MARK LOGO: MI-163
 AA6837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6837+STABILITY: SURFACE MOTION
 AA6837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6837+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6837
 AA6837  HISTORY     - Date     Condition        Report By
 AA6837  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6837
 AA6837                          STATION DESCRIPTION
 AA6837
 AA6837'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6837'STATION IS LOCATED IN HAMTRAMCK, MICHIGAN ON JOHN R ROAD AT HARMON
 AA6837'STREET. TO REACH FROM THE INTERSECTION OF M-1 (WOODWARD AVENUE) AND
 AA6837'HARMON STREET,  PROCEED EAST 0.2 MILESON HARMON STREET TO JOHN R AND
 AA6837'THE STATION IN THE NORTHEAST QUADRANT. THE STATION IS A CITY OF
 AA6837'DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6837'CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX AND SET FLUSH WITH
 AA6837'THE TOP OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE INTERSECTION OF
 AA6837'TWO SIDEWALKS.  THE CENTERLINE OF HARMON IS S 0 E, 21.6 FEET,  THE
 AA6837'CENTERLINE OF JOHN R IS N 90 W, 28.4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0156 ***********************************************************************
 QJ0156  DESIGNATION -  33 RMC USGS
 QJ0156  PID         -  QJ0156
 QJ0156  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0156  USGS QUAD   -  POSEN (1971)
 QJ0156
 QJ0156                         *CURRENT SURVEY CONTROL
 QJ0156  ___________________________________________________________________
 QJ0156* NAD 83(1986)-  45 20 05.     (N)    083 40 27.     (W)     SCALED    
 QJ0156* NAVD 88     -       206.204  (meters)     676.52   (feet)  ADJUSTED  
 QJ0156  ___________________________________________________________________
 QJ0156  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0156  DYNAMIC HT  -         206.193 (meters)     676.48  (feet)  COMP
 QJ0156  MODELED GRAV-     980,555.5   (mgal)                       NAVD 88
 QJ0156
 QJ0156  VERT ORDER  -  FIRST     CLASS II
 QJ0156
 QJ0156.The horizontal coordinates were scaled from a topographic map and have
 QJ0156.an estimated accuracy of +/- 6 seconds.
 QJ0156
 QJ0156.The orthometric height was determined by differential leveling
 QJ0156.and adjusted by the National Geodetic Survey in June 1991..
 QJ0156
 QJ0156.The geoid height was determined by GEOID03.
 QJ0156
 QJ0156.The dynamic height is computed by dividing the NAVD 88
 QJ0156.geopotential number by the normal gravity value computed on the
 QJ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0156.degrees latitude (g = 980.6199 gals.).
 QJ0156
 QJ0156.The modeled gravity was interpolated from observed gravity values.
 QJ0156
 QJ0156;                    North         East    Units  Estimated Accuracy
 QJ0156;SPC MI C     -   224,480.    6,054,280.      MT  (+/- 180 meters Scaled)
 QJ0156
 QJ0156                          SUPERSEDED SURVEY CONTROL
 QJ0156
 QJ0156.No superseded survey control is available for this station.
 QJ0156
 QJ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL904236(NAD 83)
 QJ0156_MARKER: DD = SURVEY DISK
 QJ0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0156_SP_SET: CONCRETE POST
 QJ0156_STAMPING: 33 RMC 1956
 QJ0156_MARK LOGO: USGS  
 QJ0156_PROJECTION: PROJECTING 90 CENTIMETERS
 QJ0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0156+STABILITY: SURFACE MOTION
 QJ0156
 QJ0156  HISTORY     - Date     Condition        Report By
 QJ0156  HISTORY     - 1956     MONUMENTED       USGS
 QJ0156  HISTORY     - 1983     GOOD             NGS
 QJ0156  HISTORY     - 20030627 GOOD             USPSQD
 QJ0156
 QJ0156                          STATION DESCRIPTION
 QJ0156
 QJ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0156'16.5 KM (10.25 MI) SE FROM ROGERS CITY.
 QJ0156'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0156'FROM THE POST OFFICE IN ROGERS CITY, THENCE 11.6 KM (7.2 MI) SOUTHEAST
 QJ0156'ALONG U.S. HIGHWAY 23 AT A GRAVEL ROAD LEADING WEST, IS 2.1 KM
 QJ0156'(1.3 MI) EAST-SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 65,
 QJ0156'20.11 METERS (66.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23, 5.63 KM
 QJ0156'(18.5 FT) NORTH OF THE CENTER OF A GRAVEL ROAD, 1.21 METERS (4.0 FT)
 QJ0156'NORTH OF A 0.42-METER (1.4-FT) TREE, AND 0.36 METER (1.2 FT) WEST OF A
 QJ0156'0.15-METER (0.5-FT) DIAMETER WOODEN POST.
 QJ0156'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 QJ0156'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QJ0156
 QJ0156                          STATION RECOVERY (2003)
 QJ0156
 QJ0156'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0813 ***********************************************************************
 RJ0813  DESIGNATION -  33 USLS
 RJ0813  PID         -  RJ0813
 RJ0813  STATE/COUNTY-  MI/CHIPPEWA
 RJ0813  USGS QUAD   -  PAYMENT (1976)
 RJ0813
 RJ0813                         *CURRENT SURVEY CONTROL
 RJ0813  ___________________________________________________________________
 RJ0813* NAD 83(1994)-  46 30 48.35159(N)    084 14 29.87250(W)     ADJUSTED  
 RJ0813* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0813  ___________________________________________________________________
 RJ0813  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 RJ0813  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 RJ0813
 RJ0813  HORZ ORDER  -  THIRD
 RJ0813
 RJ0813.The horizontal coordinates were established by classical geodetic methods
 RJ0813.and adjusted by the National Geodetic Survey in February 1997..
 RJ0813
 RJ0813.The orthometric height was scaled from a topographic map.
 RJ0813
 RJ0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0813
 RJ0813.The geoid height was determined by GEOID03.
 RJ0813
 RJ0813;                    North         East     Units Scale Factor Converg.
 RJ0813;SPC MI N     -   195,973.402 8,211,625.787   MT  0.99991075   +1 59 37.4
 RJ0813;SPC MI N     -   642,957.36 26,941,029.48   iFT  0.99991075   +1 59 37.4
 RJ0813;SPC MI C     -   355,279.147 6,009,598.463   MT  1.00029052   +0 05 18.0
 RJ0813;SPC MI C     - 1,165,614.00 19,716,530.39   iFT  1.00029052   +0 05 18.0
 RJ0813;UTM  16      - 5,154,792.650   711,598.497   MT  1.00015039   +2 00 07.3
 RJ0813
 RJ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0813!SPC MI N     -   0.99997817  x   0.99991075  =   0.99988892
 RJ0813!SPC MI C     -   0.99997817  x   1.00029052  =   1.00026868
 RJ0813!UTM  16      -   0.99997817  x   1.00015039  =   1.00012855
 RJ0813
 RJ0813                          SUPERSEDED SURVEY CONTROL
 RJ0813
 RJ0813  NAD 83(1986)-  46 30 48.33854(N)    084 14 29.89094(W) AD(       ) 3
 RJ0813  NAD 27      -  46 30 48.26000(N)    084 14 29.75800(W) AD(       ) 3
 RJ0813
 RJ0813.Superseded values are not recommended for survey control.
 RJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0813.See file dsdata.txt to determine how the superseded data were derived.
 RJ0813
 RJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1159854793(NAD 83)
 RJ0813_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0813_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0813+WITH SETTING: PAVEMENT
 RJ0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0813+STABILITY: SURFACE MOTION
 RJ0813
 RJ0813  HISTORY     - Date     Condition        Report By
 RJ0813  HISTORY     - 1895     MONUMENTED       IBC
 RJ0813  HISTORY     - 1943     GOOD             IBC
 RJ0813  HISTORY     - 1958     GOOD             IBC
 RJ0813
 RJ0813                          STATION DESCRIPTION
 RJ0813
 RJ0813'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1895
 RJ0813'ON POINT LEWIS, 3 MILES DOWNSTREAM FROM TOPSAIL ISLAND.  IT IS 60
 RJ0813'FEET BACK FROM ROCKY SHORE AND ABOUT 100 FEET N OF A SMALL LAGOON
 RJ0813'EXTENDING INTO THE POINT.
 RJ0813'
 RJ0813'MARK IS A 1/2 INCH DRILL HOLE 1-1/2 INCHES DEEP IN FLAT LIMESTONE
 RJ0813'SET 2 FEET UNDERGROUND.  ESTABLISHED SOMETIME AFTER 1878.  DATE
 RJ0813'OF ESTABLISHMENT IS A GUESS.
 RJ0813
 RJ0813                          STATION RECOVERY (1943)
 RJ0813
 RJ0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0813'SURFACE MARK ESTABLISHED AT THIS TIME.
 RJ0813'
 RJ0813'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0813'A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0813'FLUSH WITH GROUND, AND SURROUNDED BY STONES (IN 1943).  SUBSURFACE
 RJ0813'MARK IS A 1/2 INCH DRILL HOLE 1-1/2 INCHES DEEP IN FLAT LIMESTONE
 RJ0813'SET 2 FEET UNDERGROUND.
 RJ0813
 RJ0813                          STATION RECOVERY (1958)
 RJ0813
 RJ0813'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0813'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1387 ***********************************************************************
 NF1387  CBN         -  This is a Cooperative Base Network Control Station.
 NF1387  DESIGNATION -  33001
 NF1387  PID         -  NF1387
 NF1387  STATE/COUNTY-  MI/INGHAM
 NF1387  USGS QUAD   -  LESLIE (1970)
 NF1387
 NF1387                         *CURRENT SURVEY CONTROL
 NF1387  ___________________________________________________________________
 NF1387* NAD 83(1994)-  42 28 02.57736(N)    084 26 35.95654(W)     ADJUSTED  
 NF1387* NAVD 88     -       308.062  (meters)    1010.70   (feet)  ADJUSTED  
 NF1387  ___________________________________________________________________
 NF1387  X           -     456,294.359 (meters)                     COMP
 NF1387  Y           -  -4,690,162.079 (meters)                     COMP
 NF1387  Z           -   4,284,227.753 (meters)                     COMP
 NF1387  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 NF1387  ELLIP HEIGHT-         274.07  (meters)          (10/15/03) GPS OBS
 NF1387  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1387  DYNAMIC HT  -         307.963 (meters)    1010.38  (feet)  COMP
 NF1387  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 NF1387  OBS GRAVITY -     980,281.8   (mgal)                       GRAV_OBS
 NF1387
 NF1387  HORZ ORDER  -  B
 NF1387  VERT ORDER  -  FIRST     CLASS II
 NF1387  ELLP ORDER  -  FOURTH    CLASS II
 NF1387
 NF1387.The horizontal coordinates were established by GPS observations
 NF1387.and adjusted by the National Geodetic Survey in September 1995..
 NF1387
 NF1387.The orthometric height was determined by differential leveling
 NF1387.and adjusted by the National Geodetic Survey in January 2002..
 NF1387
 NF1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1387
 NF1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1387
 NF1387.The ellipsoidal height was determined by GPS observations
 NF1387.and is referenced to NAD 83.
 NF1387
 NF1387.The geoid height was determined by GEOID03.
 NF1387
 NF1387.The dynamic height is computed by dividing the NAVD 88
 NF1387.geopotential number by the normal gravity value computed on the
 NF1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1387.degrees latitude (g = 980.6199 gals.).
 NF1387
 NF1387.The modeled gravity was interpolated from observed gravity values.
 NF1387.The observed gravity was obtained from relative gravimeter ties
 NF1387.to the IGSN71 gravity network.
 NF1387
 NF1387;                    North         East     Units Scale Factor Converg.
 NF1387;SPC MI S     -   107,457.358 3,993,696.216   MT  0.99993329   -0 03 07.8
 NF1387;SPC MI S     -   352,550.39 13,102,677.87   iFT  0.99993329   -0 03 07.8
 NF1387;UTM  16      - 4,704,838.650   710,187.831   MT  1.00014359   +1 43 36.6
 NF1387
 NF1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1387!SPC MI S     -   0.99995702  x   0.99993329  =   0.99989031
 NF1387!UTM  16      -   0.99995702  x   1.00014359  =   1.00010060
 NF1387
 NF1387|---------------------------------------------------------------------|
 NF1387| PID    Reference Object                     Distance      Geod. Az  |
 NF1387|                                                           dddmmss.s |
 NF1387| AH7863 33001 RM 2                            9.152 METERS 18007     |
 NF1387| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.11.0 KM 2553150.0 |
 NF1387| NF1389 33002                               APPROX. 1.4 KM 3572101.5 |
 NF1387| AH7862 33001 RM 1                            7.958 METERS 35914     |
 NF1387|---------------------------------------------------------------------|
 NF1387
 NF1387                          SUPERSEDED SURVEY CONTROL
 NF1387
 NF1387  ELLIP H (07/12/02)  274.10   (m)                       GP(       ) 4 2
 NF1387  ELLIP H (09/20/95)  274.12   (m)                       GP(       ) 1 2
 NF1387  NAD 83(1986)-  42 28 02.57684(N)    084 26 35.97756(W) AD(       ) 2
 NF1387  NAD 27      -  42 28 02.44303(N)    084 26 36.07338(W) AD(       ) 2
 NF1387  NGVD 29 (07/19/86)  308.1    (m)         1011.     (f) VERT ANG       
 NF1387
 NF1387.Superseded values are not recommended for survey control.
 NF1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1387.See file dsdata.txt to determine how the superseded data were derived.
 NF1387
 NF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1018804839(NAD 83)
 NF1387_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1387_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1387_STAMPING: 33001 1976
 NF1387_MARK LOGO: NGS   
 NF1387_PROJECTION: FLUSH
 NF1387_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1387+STABILITY: SURFACE MOTION
 NF1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1387+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1387
 NF1387  HISTORY     - Date     Condition        Report By
 NF1387  HISTORY     - 1976     MONUMENTED       MIDT
 NF1387  HISTORY     - 1981     GOOD             MIDH
 NF1387  HISTORY     - 19921116 GOOD             NGS
 NF1387  HISTORY     - 19940517 GOOD             NGS
 NF1387  HISTORY     - 20000216 GOOD             NGS
 NF1387  HISTORY     - 20030817 GOOD             NGS
 NF1387  HISTORY     - 20060429 GOOD             USPSQD
 NF1387
 NF1387                          STATION DESCRIPTION
 NF1387
 NF1387'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1976 (PW)
 NF1387'THE STATION IS ABOUT 1-1/2 MILES NORTH-NORTHWEST OF LESLIE IN THE
 NF1387'EASTERLY RIGHT OF WAY OF US-127.  IT IS IN THE SOUTHEAST CORNER
 NF1387'OF THE SOUTHEAST QUARTER OF SECTION 17, T 1 N, R 1 W, BEING LESLIE
 NF1387'TWP. OF INGHAM COUNTY.
 NF1387'
 NF1387'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON
 NF1387'MAIN ST. 1.4 MILES TO THE INTERSECTION OF MAIN ST. AND HILL RD.
 NF1387'THE STATION IS ON THE LEFT AS DESCRIBED.
 NF1387'
 NF1387'NO AZIMUTH MARK WAS SET, BECAUSE STATION 33002 MIDH WAS VISIBLE
 NF1387'TO THE NORTH-NORTHWEST.
 NF1387'
 NF1387'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1387'CONTROL MARKER, 33001, MDSH AND T, 1976.  THE DISK IS SET IN THE
 NF1387'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1387'THE GROUND SURFACE.  IT IS 7.0 FEET WEST OF A RIGHT OF WAY FENCE,
 NF1387'57.0 FEET NORTH-NORTHEAST OF A CONCRETE HEADWALL, 53.0 FEET EAST
 NF1387'OF THE EAST EDGE OF NORTHBOUND US-127, AND 5.0 FEET SOUTHWEST OF
 NF1387'A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS
 NF1387'DISK STAMPED HCM, FA, ROW, 33001 AND IS SET IN THE TOP OF AN
 NF1387'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW GROUND LEVEL.
 NF1387'
 NF1387'REFERENCE MARK 1 (A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1387'HCM, 33001, 1976, RM 1) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1387'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND
 NF1387'SURFACE.  IT IS 7.0 FEET WEST OF A WOVEN WIRE FENCE, AND 65.6 FEET
 NF1387'EAST OF THE CENTER LINE OF NORTHBOUND US-127.
 NF1387'
 NF1387'REFERENCE MARK 2 (A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1387'HCM 33001, 1976, RM 2) IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1387'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND
 NF1387'SURFACE.  IT IS 7.0 FEET WEST OF A WOVEN WIRE FENCE, 32.0 FEET
 NF1387'NORTHEAST OF THE NORTH END OF A CONCRETE HEADWALL, AND 65.0 FEET
 NF1387'EAST OF THE CENTERLINE OF NORTHBOUND US-127.
 NF1387'
 NF1387'NEAREST TOWN--LESLIE.
 NF1387'
 NF1387'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 NF1387
 NF1387                          STATION RECOVERY (1981)
 NF1387
 NF1387'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF1387'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE 1976 DESCRIPTION IS
 NF1387'STILL VALID.
 NF1387
 NF1387                          STATION RECOVERY (1992)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1387'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1387'LESLIE, 20.9 M (68.6 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 NF1387'19.9 M (65.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 NF1387'U.S.  HIGHWAY 127, 11.8 M (38.7 FT) WEST OF THE CENTERLINE OF HULL
 NF1387'ROAD, 1.9 M (6.2 FT) WEST OF A FENCE, 1.5 M (4.9 FT) SOUTHWEST OF A
 NF1387'WITNESS POST, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE
 NF1387'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1387
 NF1387                          STATION RECOVERY (1994)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1387'THE STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH OF MASON, 3 KM
 NF1387'(1.85 MI) NORTHWEST OF LESLIE, ON THE EAST SIDE OF U.S.  HIGHWAY 27,
 NF1387'IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 17, T 1 N, R 1
 NF1387'W, LESLIE TOWNSHIP, IN QUAD 420842.  OWNERSHIP--STATE DEPARTMENT OF
 NF1387'TRANSPORTATION.  TO REACH FROM THE OVERPASS OF BELLEVUE ROAD AND U.S.
 NF1387'HIGHWAY 127 AT THE WEST SIDE OF LESLIE, GO NORTH ON HIGHWAY 127 FOR
 NF1387'1.1 MI (1.8 KM) TO THE STATION ON THE RIGHT.  NOTE--THE STATION IS
 NF1387'ABOUT 10 M (32.8 FT) WEST OF THE JUNCTION OF HULL ROAD, WHICH
 NF1387'PARALLELS HIGHWAY 127 OUTSIDE THE RIGHT-OF-WAY FENCE, AND MAIN STREET,
 NF1387'WHICH ANGLES IN FROM THE SOUTHEAST.  STATION IS 7.0 FT (2.1 M) WEST OF
 NF1387'A RIGHT-OF-WAY FENCE, 57.0 FT (17.4 M) NORTH-NORTHEAST OF A CONCRETE
 NF1387'HEADWALL, 53.0 FT (16.2 M) EAST OF THE EAST EDGE OF THE NORTHBOUND
 NF1387'LANE OF HIGHWAY 127, AND 5.0 FT (1.5 M) SOUTHWEST OF A STEEL WITNESS
 NF1387'POST.AST OF THE EAST CURB OF HELMER ROAD, 0.18 M (0.59 FT) SOUTH OF A
 NF1387'FIBERGLASS WITNESS POST IN THE FENCE LINE, 10.1 M (33.1 FT) EAST OF A
 NF1387'FENCE CORNER, 4.4 M (14.4 FT) NORTHEAST OF A MANHOLE COVER, AND 6.0 M
 NF1387'(19.7 FT) NORTHEAST OF A SIGNAL POLE.  DESCRIBED BY G.R.  HEID.
 NF1387
 NF1387                          STATION RECOVERY (2000)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387
 NF1387                          STATION RECOVERY (2003)
 NF1387
 NF1387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 NF1387'RECOVERED AS DESCRIBED.
 NF1387' 
 NF1387'THIS IS A COOPERATIVE BASE NETWORK CONTROL STATION.
 NF1387'
 NF1387
 NF1387                          STATION RECOVERY (2006)
 NF1387
 NF1387'RECOVERY NOTE BY US POWER SQUADRON 2006 (MB)
 NF1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7862 ***********************************************************************
 AH7862  DESIGNATION -  33001 RM 1
 AH7862  PID         -  AH7862
 AH7862  STATE/COUNTY-  MI/INGHAM
 AH7862  USGS QUAD   -  LESLIE (1970)
 AH7862
 AH7862                         *CURRENT SURVEY CONTROL
 AH7862  ___________________________________________________________________
 AH7862* NAD 83(1986)-  42 28 01.     (N)    084 26 37.     (W)     SCALED    
 AH7862* NAVD 88     -       307.863  (meters)    1010.05   (feet)  ADJUSTED  
 AH7862  ___________________________________________________________________
 AH7862  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AH7862  DYNAMIC HT  -         307.763 (meters)    1009.72  (feet)  COMP
 AH7862  MODELED GRAV-     980,290.2   (mgal)                       NAVD 88
 AH7862
 AH7862  VERT ORDER  -  FIRST     CLASS II
 AH7862
 AH7862.The horizontal coordinates were scaled from a topographic map and have
 AH7862.an estimated accuracy of +/- 6 seconds.
 AH7862
 AH7862.The orthometric height was determined by differential leveling
 AH7862.and adjusted by the National Geodetic Survey in January 2002..
 AH7862
 AH7862.The geoid height was determined by GEOID03.
 AH7862
 AH7862.The dynamic height is computed by dividing the NAVD 88
 AH7862.geopotential number by the normal gravity value computed on the
 AH7862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7862.degrees latitude (g = 980.6199 gals.).
 AH7862
 AH7862.The modeled gravity was interpolated from observed gravity values.
 AH7862
 AH7862;                    North         East    Units  Estimated Accuracy
 AH7862;SPC MI S     -   107,410.    3,993,670.      MT  (+/- 180 meters Scaled)
 AH7862
 AH7862                          SUPERSEDED SURVEY CONTROL
 AH7862
 AH7862.No superseded survey control is available for this station.
 AH7862
 AH7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN101047(NAD 83)
 AH7862_MARKER: DD = SURVEY DISK
 AH7862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7862_STAMPING: 33001 RM 1 HCM MDSH AND T 1976
 AH7862_MARK LOGO: MIDT  
 AH7862_PROJECTION: FLUSH
 AH7862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7862+STABILITY: SURFACE MOTION
 AH7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7862+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7862
 AH7862  HISTORY     - Date     Condition        Report By
 AH7862  HISTORY     - 1976     MONUMENTED       MIDT
 AH7862  HISTORY     - 19921116 GOOD             NGS
 AH7862  HISTORY     - 20000530 GOOD             NGS
 AH7862  HISTORY     - 20060429 GOOD             USPSQD
 AH7862
 AH7862                          STATION DESCRIPTION
 AH7862
 AH7862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7862'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7862'LESLIE, 19.2 M (63.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AH7862'LANES OF U.S.  HIGHWAY 127, 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF
 AH7862'HULL ROAD, 8.0 M (26.2 FT) NORTH OF TRIANGULATION STATION 33001, 2.2 M
 AH7862'(7.2 FT) WEST OF A FENCE, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 AH7862'HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT IS
 AH7862'FLUSH WITH THE GROUND SURFACE.
 AH7862
 AH7862                          STATION RECOVERY (2000)
 AH7862
 AH7862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7862'RECOVERED AS DESCRIBED.
 AH7862
 AH7862                          STATION RECOVERY (2006)
 AH7862
 AH7862'RECOVERY NOTE BY US POWER SQUADRON 2006 (MB)
 AH7862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7863 ***********************************************************************
 AH7863  DESIGNATION -  33001 RM 2
 AH7863  PID         -  AH7863
 AH7863  STATE/COUNTY-  MI/INGHAM
 AH7863  USGS QUAD   -  LESLIE (1970)
 AH7863
 AH7863                         *CURRENT SURVEY CONTROL
 AH7863  ___________________________________________________________________
 AH7863* NAD 83(1986)-  42 28 01.     (N)    084 26 36.     (W)     SCALED    
 AH7863* NAVD 88     -       307.695  (meters)    1009.50   (feet)  ADJUSTED  
 AH7863  ___________________________________________________________________
 AH7863  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AH7863  DYNAMIC HT  -         307.596 (meters)    1009.17  (feet)  COMP
 AH7863  MODELED GRAV-     980,290.3   (mgal)                       NAVD 88
 AH7863
 AH7863  VERT ORDER  -  FIRST     CLASS II
 AH7863
 AH7863.The horizontal coordinates were scaled from a topographic map and have
 AH7863.an estimated accuracy of +/- 6 seconds.
 AH7863
 AH7863.The orthometric height was determined by differential leveling
 AH7863.and adjusted by the National Geodetic Survey in January 2002..
 AH7863
 AH7863.The geoid height was determined by GEOID03.
 AH7863
 AH7863.The dynamic height is computed by dividing the NAVD 88
 AH7863.geopotential number by the normal gravity value computed on the
 AH7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7863.degrees latitude (g = 980.6199 gals.).
 AH7863
 AH7863.The modeled gravity was interpolated from observed gravity values.
 AH7863
 AH7863;                    North         East    Units  Estimated Accuracy
 AH7863;SPC MI S     -   107,410.    3,993,700.      MT  (+/- 180 meters Scaled)
 AH7863
 AH7863                          SUPERSEDED SURVEY CONTROL
 AH7863
 AH7863.No superseded survey control is available for this station.
 AH7863
 AH7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN101047(NAD 83)
 AH7863_MARKER: DD = SURVEY DISK
 AH7863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7863_STAMPING: 33001 RM 2 HMC MDSH AND T 1976
 AH7863_MARK LOGO: MIDT  
 AH7863_PROJECTION: FLUSH
 AH7863_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7863+STABILITY: SURFACE MOTION
 AH7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7863+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7863
 AH7863  HISTORY     - Date     Condition        Report By
 AH7863  HISTORY     - 1976     MONUMENTED       MIDT
 AH7863  HISTORY     - 19921116 GOOD             NGS
 AH7863  HISTORY     - 20000216 GOOD             NGS
 AH7863  HISTORY     - 20060429 GOOD             USPSQD
 AH7863
 AH7863                          STATION DESCRIPTION
 AH7863
 AH7863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7863'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7863'LESLIE, 19.2 M (63.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AH7863'LANES OF U.S.  HIGHWAY 127, 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF
 AH7863'HULL ROAD, 9.1 M (29.9 FT) SOUTH OF TRIANGULATION STATION 33001, 2.2 M
 AH7863'(7.2 FT) WEST OF A FENCE, 1.1 M (3.6 FT) NORTH OF A WITNESS POST, 0.9
 AH7863'M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AH7863'WITH THE GROUND SURFACE.
 AH7863
 AH7863                          STATION RECOVERY (2000)
 AH7863
 AH7863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7863'RECOVERED AS DESCRIBED.
 AH7863
 AH7863                          STATION RECOVERY (2006)
 AH7863
 AH7863'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7863'ADD TO END OF DESCRIPTION- LOCATRED AT THE VEE INTERSECTION OF MAIN
 AH7863'ST. AND HULL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1389 ***********************************************************************
 NF1389  DESIGNATION -  33002
 NF1389  PID         -  NF1389
 NF1389  STATE/COUNTY-  MI/INGHAM
 NF1389  USGS QUAD   -  LESLIE (1970)
 NF1389
 NF1389                         *CURRENT SURVEY CONTROL
 NF1389  ___________________________________________________________________
 NF1389* NAD 83(1994)-  42 28 48.80264(N)    084 26 38.84645(W)     ADJUSTED  
 NF1389* NAVD 88     -       313.940  (meters)    1029.98   (feet)  ADJUSTED  
 NF1389  ___________________________________________________________________
 NF1389  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 NF1389  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NF1389  DYNAMIC HT  -         313.840 (meters)    1029.66  (feet)  COMP
 NF1389  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 NF1389
 NF1389  HORZ ORDER  -  SECOND
 NF1389  VERT ORDER  -  FIRST     CLASS II
 NF1389
 NF1389.The horizontal coordinates were established by classical geodetic methods
 NF1389.and adjusted by the National Geodetic Survey in February 1997..
 NF1389
 NF1389.The orthometric height was determined by differential leveling
 NF1389.and adjusted by the National Geodetic Survey in January 2002..
 NF1389
 NF1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1389
 NF1389.The geoid height was determined by GEOID03.
 NF1389
 NF1389.The dynamic height is computed by dividing the NAVD 88
 NF1389.geopotential number by the normal gravity value computed on the
 NF1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1389.degrees latitude (g = 980.6199 gals.).
 NF1389
 NF1389.The modeled gravity was interpolated from observed gravity values.
 NF1389
 NF1389;                    North         East     Units Scale Factor Converg.
 NF1389;SPC MI S     -   108,883.661 3,993,631.512   MT  0.99993169   -0 03 09.8
 NF1389;SPC MI S     -   357,229.86 13,102,465.59   iFT  0.99993169   -0 03 09.8
 NF1389;UTM  16      - 4,706,262.556   710,078.852   MT  1.00014302   +1 43 36.1
 NF1389
 NF1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1389!SPC MI S     -   0.99995608  x   0.99993169  =   0.99988778
 NF1389!UTM  16      -   0.99995608  x   1.00014302  =   1.00009910
 NF1389
 NF1389|---------------------------------------------------------------------|
 NF1389| PID    Reference Object                     Distance      Geod. Az  |
 NF1389|                                                           dddmmss.s |
 NF1389| AH7864 33002 RM 1                            8.686 METERS 08848     |
 NF1389| NF1388 LESLIE CO SHERRIF DEPT MAST         468.861 METERS 1122826.5 |
 NF1389| NF1387 33001                               APPROX. 1.4 KM 1772059.6 |
 NF1389| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.11.3 KM 2482723.1 |
 NF1389| AH7865 33002 RM 2                            8.855 METERS 26859     |
 NF1389|---------------------------------------------------------------------|
 NF1389
 NF1389                          SUPERSEDED SURVEY CONTROL
 NF1389
 NF1389  NAD 83(1986)-  42 28 48.80219(N)    084 26 38.86750(W) AD(       ) 2
 NF1389  NAD 27      -  42 28 48.66835(N)    084 26 38.96301(W) AD(       ) 2
 NF1389  NGVD 29 (07/19/86)  314.0    (m)         1030.     (f) VERT ANG       
 NF1389
 NF1389.Superseded values are not recommended for survey control.
 NF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1389.See file dsdata.txt to determine how the superseded data were derived.
 NF1389
 NF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1007906263(NAD 83)
 NF1389_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1389_STAMPING: 33002 MDSH AND T 1976
 NF1389_MARK LOGO: MIDT  
 NF1389_PROJECTION: FLUSH
 NF1389_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1389+STABILITY: SURFACE MOTION
 NF1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1389+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 NF1389
 NF1389  HISTORY     - Date     Condition        Report By
 NF1389  HISTORY     - 1976     MONUMENTED       MIDH
 NF1389  HISTORY     - 1983     GOOD             USPSQD
 NF1389  HISTORY     - 19921116 GOOD             NGS
 NF1389  HISTORY     - 20000216 GOOD             NGS
 NF1389  HISTORY     - 20050423 GOOD             USPSQD
 NF1389
 NF1389                          STATION DESCRIPTION
 NF1389
 NF1389'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1389'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF LESLIE (STRAIGHT LINE
 NF1389'MEASUREMENT) IN THE SOUTHWEST QUADRANT OF COVERT RD. AND US-127.
 NF1389'IT IS NEAR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 17, T
 NF1389'1 N, R 1 W, BEING LESLIE TWP. OF INGHAM CO.
 NF1389'
 NF1389'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON
 NF1389'MAIN ST. 1.4 MILES TO HILL RD..  GO NORTH ON HILL RD. 0.9 MILES TO
 NF1389'COVERT RD..  TURN LEFT ON COVERT RD. AND CROSS THE US-127 OVERPASS
 NF1389'TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1389'
 NF1389'NO AZIMUTH MARK WAS SET, BECAUSE STATION 33001 MIDH WAS VISIBLE
 NF1389'TO THE SOUTH-SOUTHEAST, AND STATION 33003 MIDH WAS VISIBLE TO THE
 NF1389'NORTH-NORTHEAST.
 NF1389'
 NF1389'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1389'CONTROL MARKER, 33002, MDSH AND T, 1976.  IT IS SET IN THE TOP OF A
 NF1389'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1389'SURFACE.  IT IS 21 FEET SOUTH OF THE CENTERLINE OF COVERT RD.,
 NF1389'30 FEET WEST OF THE SOUTHWEST CORNER OF THE COVERT RD. BRIDGE
 NF1389'OVER US-127, 4.0 FEET SOUTH OF A GUARD RAIL, AND 5.0 FEET
 NF1389'SOUTHWEST OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2
 NF1389'INCH BRASS DISK STAMPED HCM, FA, ROW, 33002, SET IN THE TOP
 NF1389'OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 NF1389'GROUND SURFACE.
 NF1389'
 NF1389'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1389'T, HCM, 33002, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1389'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 NF1389'SURFACE.  IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF COVERT RD.,
 NF1389'5.0 FEET SOUTH OF A GUARD RAIL, AND 1.8 FEET WEST OF THE
 NF1389'SOUTHWEST WINGWALL OF THE COVERT RD. BRIDGE.
 NF1389'
 NF1389'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1389'T, HCM, 33002, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1389'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1389'3.0 FEET SOUTH OF A GUARD RAIL, AND 21.3 FEET SOUTH OF THE
 NF1389'CENTERLINE OF COVERT RD..
 NF1389'
 NF1389'NEAREST TOWN--LESLIE.
 NF1389'
 NF1389'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 NF1389
 NF1389                          STATION RECOVERY (1983)
 NF1389
 NF1389'RECOVERY NOTE BY US POWER SQUADRON 1983 (MTM)
 NF1389'33002 MDSH AND T, 1976 - THE DIRECTOR - EXCELLENT CONDITION.
 NF1389'
 NF1389'MDSH AND T HCM, 33002, 1976 RM 1 EXCELLENT CONDITION.
 NF1389'
 NF1389'MDSH AND T HCM, 33002, 1976 - NOT MARKED.  RM 2 IN EXCELLENT
 NF1389'CONDITION.
 NF1389'
 NF1389'ALL DIRECTIONS VERY GOOD AS RECORDED.
 NF1389
 NF1389                          STATION RECOVERY (1992)
 NF1389
 NF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1389'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1389'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3
 NF1389'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 25.5 M (83.7 FT) EAST OF THE
 NF1389'CENTERLINE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 9.2 M (30.2
 NF1389'FT) WEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 6.4 M (21.0 FT) SOUTH
 NF1389'OF AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS
 NF1389'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1389
 NF1389                          STATION RECOVERY (2000)
 NF1389
 NF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1389'RECOVERED AS DESCRIBED.
 NF1389
 NF1389                          STATION RECOVERY (2005)
 NF1389
 NF1389'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAD)
 NF1389'WITNESS POST IN PLACE, MARK IN PLACE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7864 ***********************************************************************
 AH7864  DESIGNATION -  33002 RM 1
 AH7864  PID         -  AH7864
 AH7864  STATE/COUNTY-  MI/INGHAM
 AH7864  USGS QUAD   -  LESLIE (1970)
 AH7864
 AH7864                         *CURRENT SURVEY CONTROL
 AH7864  ___________________________________________________________________
 AH7864* NAD 83(1986)-  42 28 49.     (N)    084 26 38.     (W)     SCALED    
 AH7864* NAVD 88     -       314.072  (meters)    1030.42   (feet)  ADJUSTED  
 AH7864  ___________________________________________________________________
 AH7864  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AH7864  DYNAMIC HT  -         313.972 (meters)    1030.09  (feet)  COMP
 AH7864  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 AH7864
 AH7864  VERT ORDER  -  FIRST     CLASS II
 AH7864
 AH7864.The horizontal coordinates were scaled from a topographic map and have
 AH7864.an estimated accuracy of +/- 6 seconds.
 AH7864
 AH7864.The orthometric height was determined by differential leveling
 AH7864.and adjusted by the National Geodetic Survey in January 2002..
 AH7864
 AH7864.The geoid height was determined by GEOID03.
 AH7864
 AH7864.The dynamic height is computed by dividing the NAVD 88
 AH7864.geopotential number by the normal gravity value computed on the
 AH7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7864.degrees latitude (g = 980.6199 gals.).
 AH7864
 AH7864.The modeled gravity was interpolated from observed gravity values.
 AH7864
 AH7864;                    North         East    Units  Estimated Accuracy
 AH7864;SPC MI S     -   108,890.    3,993,650.      MT  (+/- 180 meters Scaled)
 AH7864
 AH7864                          SUPERSEDED SURVEY CONTROL
 AH7864
 AH7864.No superseded survey control is available for this station.
 AH7864
 AH7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN100062(NAD 83)
 AH7864_MARKER: DD = SURVEY DISK
 AH7864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7864_STAMPING: 33002 HCM MDSH AND T 1976
 AH7864_MARK LOGO: MIDT  
 AH7864_PROJECTION: FLUSH
 AH7864_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7864+STABILITY: SURFACE MOTION
 AH7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7864+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7864
 AH7864  HISTORY     - Date     Condition        Report By
 AH7864  HISTORY     - 1976     MONUMENTED       NGS
 AH7864  HISTORY     - 19921116 GOOD             NGS
 AH7864  HISTORY     - 20000516 GOOD             NGS
 AH7864  HISTORY     - 20060429 GOOD             USPSQD
 AH7864
 AH7864                          STATION DESCRIPTION
 AH7864
 AH7864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7864'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7864'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3
 AH7864'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 16.8 M (55.1 FT) EAST OF THE
 AH7864'CENTERLINE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 8.7 M (28.5
 AH7864'FT) EAST OF TRIANGULATION STATION 33002, 6.4 M (21.0 FT) SOUTH OF AND
 AH7864'LEVEL WITH THE ROAD CENTER, 0.6 M (2.0 FT) WEST OF THE SOUTHWEST
 AH7864'CORNER OF A WINGWALL, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7864'SURFACE.
 AH7864
 AH7864                          STATION RECOVERY (2000)
 AH7864
 AH7864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7864'RECOVERED AS DESCRIBED.
 AH7864
 AH7864                          STATION RECOVERY (2006)
 AH7864
 AH7864'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7865 ***********************************************************************
 AH7865  DESIGNATION -  33002 RM 2
 AH7865  PID         -  AH7865
 AH7865  STATE/COUNTY-  MI/INGHAM
 AH7865  USGS QUAD   -  LESLIE (1970)
 AH7865
 AH7865                         *CURRENT SURVEY CONTROL
 AH7865  ___________________________________________________________________
 AH7865* NAD 83(1986)-  42 28 49.     (N)    084 26 40.     (W)     SCALED    
 AH7865* NAVD 88     -       313.640  (meters)    1029.00   (feet)  ADJUSTED  
 AH7865  ___________________________________________________________________
 AH7865  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AH7865  DYNAMIC HT  -         313.539 (meters)    1028.67  (feet)  COMP
 AH7865  MODELED GRAV-     980,292.3   (mgal)                       NAVD 88
 AH7865
 AH7865  VERT ORDER  -  FIRST     CLASS II
 AH7865
 AH7865.The horizontal coordinates were scaled from a topographic map and have
 AH7865.an estimated accuracy of +/- 6 seconds.
 AH7865
 AH7865.The orthometric height was determined by differential leveling
 AH7865.and adjusted by the National Geodetic Survey in January 2002..
 AH7865
 AH7865.The geoid height was determined by GEOID03.
 AH7865
 AH7865.The dynamic height is computed by dividing the NAVD 88
 AH7865.geopotential number by the normal gravity value computed on the
 AH7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7865.degrees latitude (g = 980.6199 gals.).
 AH7865
 AH7865.The modeled gravity was interpolated from observed gravity values.
 AH7865
 AH7865;                    North         East    Units  Estimated Accuracy
 AH7865;SPC MI S     -   108,890.    3,993,610.      MT  (+/- 180 meters Scaled)
 AH7865
 AH7865                          SUPERSEDED SURVEY CONTROL
 AH7865
 AH7865.No superseded survey control is available for this station.
 AH7865
 AH7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN100062(NAD 83)
 AH7865_MARKER: DD = SURVEY DISK
 AH7865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7865_STAMPING: 33002 RM 2 1976 HCM MDSH AND T
 AH7865_MARK LOGO: MIDT  
 AH7865_PROJECTION: FLUSH
 AH7865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7865+STABILITY: SURFACE MOTION
 AH7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7865+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7865
 AH7865  HISTORY     - Date     Condition        Report By
 AH7865  HISTORY     - 1976     MONUMENTED       MIDT
 AH7865  HISTORY     - 19921116 GOOD             NGS
 AH7865  HISTORY     - 20000516 GOOD             NGS
 AH7865  HISTORY     - 20060429 GOOD             USPSQD
 AH7865
 AH7865                          STATION DESCRIPTION
 AH7865
 AH7865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7865'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7865'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3
 AH7865'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 34.4 M (112.9 FT) EAST OF THE
 AH7865'CENTERLINE OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 17.8 M (58.4
 AH7865'FT) WEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 8.9 M (29.2 FT) WEST
 AH7865'OF TRIANGULATION STATION 33002, 6.5 M (21.3 FT) SOUTH OF AND LEVEL
 AH7865'WITH THE ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7865'SURFACE.
 AH7865
 AH7865                          STATION RECOVERY (2000)
 AH7865
 AH7865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7865'RECOVERED AS DESCRIBED.
 AH7865
 AH7865                          STATION RECOVERY (2006)
 AH7865
 AH7865'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1297 ***********************************************************************
 NF1297  DESIGNATION -  33003
 NF1297  PID         -  NF1297
 NF1297  STATE/COUNTY-  MI/INGHAM
 NF1297  USGS QUAD   -  MASON (1970)
 NF1297
 NF1297                         *CURRENT SURVEY CONTROL
 NF1297  ___________________________________________________________________
 NF1297* NAD 83(1994)-  42 31 26.48757(N)    084 26 37.88686(W)     ADJUSTED  
 NF1297* NAVD 88     -       298.385  (meters)     978.95   (feet)  ADJUSTED  
 NF1297  ___________________________________________________________________
 NF1297  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NF1297  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NF1297  DYNAMIC HT  -         298.290 (meters)     978.64  (feet)  COMP
 NF1297  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 NF1297
 NF1297  HORZ ORDER  -  SECOND
 NF1297  VERT ORDER  -  FIRST     CLASS II
 NF1297
 NF1297.The horizontal coordinates were established by classical geodetic methods
 NF1297.and adjusted by the National Geodetic Survey in February 1997..
 NF1297
 NF1297.The orthometric height was determined by differential leveling
 NF1297.and adjusted by the National Geodetic Survey in January 2002..
 NF1297
 NF1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1297
 NF1297.The geoid height was determined by GEOID03.
 NF1297
 NF1297.The dynamic height is computed by dividing the NAVD 88
 NF1297.geopotential number by the normal gravity value computed on the
 NF1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1297.degrees latitude (g = 980.6199 gals.).
 NF1297
 NF1297.The modeled gravity was interpolated from observed gravity values.
 NF1297
 NF1297;                    North         East     Units Scale Factor Converg.
 NF1297;SPC MI S     -   113,748.883 3,993,657.889   MT  0.99992661   -0 03 09.1
 NF1297;SPC MI S     -   373,191.87 13,102,552.13   iFT  0.99992661   -0 03 09.1
 NF1297;UTM  16      - 4,711,127.289   709,954.055   MT  1.00014237   +1 43 42.0
 NF1297
 NF1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1297!SPC MI S     -   0.99995851  x   0.99992661  =   0.99988513
 NF1297!UTM  16      -   0.99995851  x   1.00014237  =   1.00010088
 NF1297
 NF1297|---------------------------------------------------------------------|
 NF1297| PID    Reference Object                     Distance      Geod. Az  |
 NF1297|                                                           dddmmss.s |
 NF1297| AH7860 33003 RM 1                            9.269 METERS 08813     |
 NF1297| NF1388 LESLIE CO SHERRIF DEPT MAST         APPROX. 5.1 KM 1752019.1 |
 NF1297| NF1389 33002                               APPROX. 4.9 KM 1801529.1 |
 NF1297| NF1293 MASON AURELIUS GAS PLANT MAST       APPROX. 3.4 KM 2594207.8 |
 NF1297| AH7861 33003 RM 2                           14.482 METERS 26731     |
 NF1297|---------------------------------------------------------------------|
 NF1297
 NF1297                          SUPERSEDED SURVEY CONTROL
 NF1297
 NF1297  NAD 83(1986)-  42 31 26.48714(N)    084 26 37.90718(W) AD(       ) 2
 NF1297  NAD 27      -  42 31 26.35419(N)    084 26 38.00151(W) AD(       ) 2
 NF1297  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 NF1297
 NF1297.Superseded values are not recommended for survey control.
 NF1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1297.See file dsdata.txt to determine how the superseded data were derived.
 NF1297
 NF1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0995411127(NAD 83)
 NF1297_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1297_STAMPING: 33003 MDSH AND T 1976
 NF1297_MARK LOGO: MIDT  
 NF1297_PROJECTION: FLUSH
 NF1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1297+STABILITY: SURFACE MOTION
 NF1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1297+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 NF1297
 NF1297  HISTORY     - Date     Condition        Report By
 NF1297  HISTORY     - 1976     MONUMENTED       MIDH
 NF1297  HISTORY     - 19921116 GOOD             NGS
 NF1297  HISTORY     - 20000616 GOOD             NGS
 NF1297  HISTORY     - 20060429 GOOD             USPSQD
 NF1297
 NF1297                          STATION DESCRIPTION
 NF1297
 NF1297'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1297'THE STATION IS APPROXIMATELY 1 MILE WEST OF EDEN AND 5-1/2 MILES
 NF1297'NORTH-NORTHWEST OF LESLIE.  IT IS NEAR THE NORTHEAST CORNER OF THE
 NF1297'NORTHEAST QUARTER OF SECTION 32, T 2 N, R 1 W, THIS BEING VEVAY
 NF1297'TWP. OF INGHAM CO.
 NF1297'
 NF1297'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON
 NF1297'MAIN ST. 1.4 MILES TO HULL RD..  GO NORTH ON HILL RD. 4.0 MILES TO
 NF1297'BARNES RD..  TURN LEFT ON BARNES RD. AND CROSS OVER US-127 TO THE
 NF1297'STATION ON THE LEFT AS DESCRIBED.
 NF1297'
 NF1297'NO AZIMUTH WAS SET, BECAUSE 33002 MIDH WAS VISIBLE TO THE
 NF1297'SOUTH-SOUTHWEST.
 NF1297'
 NF1297'THE STATION IS A 3-1/2 BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1297'MARKER, 33003, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1297'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1297'SURFACE.  IT IS 21.8 FEET SOUTH OF THE CENTERLINE OF BARNES RD.,
 NF1297'68.5 FEET SOUTHWEST OF THE WEST END OF A CONCRETE BRIDGE RAIL,
 NF1297'4.0 FEET EAST-SOUTHEAST OF A STEEL WITNESS POST, AND 2.5 FEET
 NF1297'SOUTH OF A GUARD RAIL.  THE UNDERGROUND MARK IS A 2 INCH BRASS
 NF1297'DISK STAMPED HCM, FA, ROW 33003 SET IN THE TOP OF AN
 NF1297'IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND
 NF1297'SURFACE.
 NF1297'
 NF1297'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED STAMPED
 NF1297'MDSH AND T, HCM, 33003, 1976, RM 1 SET IN THE TOP OF A CYLINDRICAL
 NF1297'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 NF1297'SURFACE.  IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF BARNES RD.,
 NF1297'3.0 FEET SOUTH OF A GUARD RAIL, AND 27.0 FEET WEST-SOUTHWEST OF
 NF1297'THE WEST END OF A CONCRETE BRIDGE RAIL.
 NF1297'
 NF1297'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1297'T, HCM, 33003, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1297'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1297'23.5 FEET SOUTH OF THE CENTERLINE OF BURNES RD., AND 2.5 FEET
 NF1297'SOUTH OF A GUARD RAIL.
 NF1297'
 NF1297'NEAREST TOWN--EDEN.
 NF1297'
 NF1297'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS.
 NF1297
 NF1297                          STATION RECOVERY (1992)
 NF1297
 NF1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1297'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 NF1297'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 NF1297'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 NF1297'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.3 KM (0.80 MI)
 NF1297'WESTERLY ALONG BARNES ROAD, 34.1 M (111.9 FT) WEST OF THE CENTERLINE
 NF1297'OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 20.9 M (68.6 FT) WEST OF
 NF1297'THE SOUTHWEST CORNER OF AN OVERPASS, 6.6 M (21.7 FT) SOUTH OF AND
 NF1297'LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 NF1297'AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1297
 NF1297                          STATION RECOVERY (2000)
 NF1297
 NF1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1297'RECOVERED AS DESCRIBED.
 NF1297
 NF1297                          STATION RECOVERY (2006)
 NF1297
 NF1297'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1297'WITNESS POST MISSING. ALUMINUM DISK, NOT BRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7860 ***********************************************************************
 AH7860  DESIGNATION -  33003 RM 1
 AH7860  PID         -  AH7860
 AH7860  STATE/COUNTY-  MI/INGHAM
 AH7860  USGS QUAD   -  MASON (1970)
 AH7860
 AH7860                         *CURRENT SURVEY CONTROL
 AH7860  ___________________________________________________________________
 AH7860* NAD 83(1986)-  42 31 26.     (N)    084 26 37.     (W)     SCALED    
 AH7860* NAVD 88     -       298.634  (meters)     979.77   (feet)  ADJUSTED  
 AH7860  ___________________________________________________________________
 AH7860  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AH7860  DYNAMIC HT  -         298.538 (meters)     979.45  (feet)  COMP
 AH7860  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 AH7860
 AH7860  VERT ORDER  -  FIRST     CLASS II
 AH7860
 AH7860.The horizontal coordinates were scaled from a topographic map and have
 AH7860.an estimated accuracy of +/- 6 seconds.
 AH7860
 AH7860.The orthometric height was determined by differential leveling
 AH7860.and adjusted by the National Geodetic Survey in January 2002..
 AH7860
 AH7860.The geoid height was determined by GEOID03.
 AH7860
 AH7860.The dynamic height is computed by dividing the NAVD 88
 AH7860.geopotential number by the normal gravity value computed on the
 AH7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7860.degrees latitude (g = 980.6199 gals.).
 AH7860
 AH7860.The modeled gravity was interpolated from observed gravity values.
 AH7860
 AH7860;                    North         East    Units  Estimated Accuracy
 AH7860;SPC MI S     -   113,730.    3,993,680.      MT  (+/- 180 meters Scaled)
 AH7860
 AH7860                          SUPERSEDED SURVEY CONTROL
 AH7860
 AH7860.No superseded survey control is available for this station.
 AH7860
 AH7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN099111(NAD 83)
 AH7860_MARKER: DD = SURVEY DISK
 AH7860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7860_STAMPING: 33003 RM 1 HCM MSDH AND T 1976
 AH7860_MARK LOGO: MIDT  
 AH7860_PROJECTION: FLUSH
 AH7860_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7860+STABILITY: SURFACE MOTION
 AH7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7860+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7860
 AH7860  HISTORY     - Date     Condition        Report By
 AH7860  HISTORY     - 1976     MONUMENTED       MIDT
 AH7860  HISTORY     - 19921116 GOOD             NGS
 AH7860  HISTORY     - 20000516 GOOD             NGS
 AH7860  HISTORY     - 20060429 GOOD             USPSQD
 AH7860
 AH7860                          STATION DESCRIPTION
 AH7860
 AH7860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7860'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 AH7860'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 AH7860'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 AH7860'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.3 KM (0.80 MI)
 AH7860'WESTERLY ALONG BARNES ROAD, 24.8 M (81.4 FT) WEST OF THE CENTERLINE OF
 AH7860'THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 9.3 M (30.5 FT) EAST OF
 AH7860'TRIANGULATION STATION 33003, 8.3 M (27.2 FT) WEST OF THE SOUTHWEST
 AH7860'CORNER OF AN OVERPASS, 6.3 M (20.7 FT) SOUTH OF AND LEVEL WITH THE
 AH7860'ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7860
 AH7860                          STATION RECOVERY (2000)
 AH7860
 AH7860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7860'RECOVERED AS DESCRIBED.
 AH7860
 AH7860                          STATION RECOVERY (2006)
 AH7860
 AH7860'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 AH7860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7861 ***********************************************************************
 AH7861  DESIGNATION -  33003 RM 2
 AH7861  PID         -  AH7861
 AH7861  STATE/COUNTY-  MI/INGHAM
 AH7861  USGS QUAD   -  MASON (1970)
 AH7861
 AH7861                         *CURRENT SURVEY CONTROL
 AH7861  ___________________________________________________________________
 AH7861* NAD 83(1986)-  42 31 26.     (N)    084 26 39.     (W)     SCALED    
 AH7861* NAVD 88     -       298.135  (meters)     978.13   (feet)  ADJUSTED  
 AH7861  ___________________________________________________________________
 AH7861  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AH7861  DYNAMIC HT  -         298.040 (meters)     977.82  (feet)  COMP
 AH7861  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 AH7861
 AH7861  VERT ORDER  -  FIRST     CLASS II
 AH7861
 AH7861.The horizontal coordinates were scaled from a topographic map and have
 AH7861.an estimated accuracy of +/- 6 seconds.
 AH7861
 AH7861.The orthometric height was determined by differential leveling
 AH7861.and adjusted by the National Geodetic Survey in January 2002..
 AH7861
 AH7861.The geoid height was determined by GEOID03.
 AH7861
 AH7861.The dynamic height is computed by dividing the NAVD 88
 AH7861.geopotential number by the normal gravity value computed on the
 AH7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7861.degrees latitude (g = 980.6199 gals.).
 AH7861
 AH7861.The modeled gravity was interpolated from observed gravity values.
 AH7861
 AH7861;                    North         East    Units  Estimated Accuracy
 AH7861;SPC MI S     -   113,730.    3,993,630.      MT  (+/- 180 meters Scaled)
 AH7861
 AH7861                          SUPERSEDED SURVEY CONTROL
 AH7861
 AH7861.No superseded survey control is available for this station.
 AH7861
 AH7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN099111(NAD 83)
 AH7861_MARKER: DD = SURVEY DISK
 AH7861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7861_STAMPING: 33003 RM 2 HCM MSDH AND T 1976
 AH7861_MARK LOGO: MIDT  
 AH7861_PROJECTION: FLUSH
 AH7861_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7861+STABILITY: SURFACE MOTION
 AH7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7861+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 AH7861
 AH7861  HISTORY     - Date     Condition        Report By
 AH7861  HISTORY     - 1976     MONUMENTED       MIDT
 AH7861  HISTORY     - 19921116 GOOD             NGS
 AH7861  HISTORY     - 20000516 GOOD             NGS
 AH7861  HISTORY     - 20060429 GOOD             USPSQD
 AH7861
 AH7861                          STATION DESCRIPTION
 AH7861
 AH7861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7861'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 AH7861'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 AH7861'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 AH7861'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.3 KM (0.80 MI)
 AH7861'WESTERLY ALONG BARNES ROAD, 48.6 M (159.4 FT) WEST OF THE CENTERLINE
 AH7861'OF THE SOUTHBOUND LANES OF U.S.  HIGHWAY 127, 14.5 M (47.6 FT) WEST OF
 AH7861'TRIANGULATION STATION 33003, 6.6 M (21.7 FT) SOUTH OF AND LEVEL WITH
 AH7861'THE ROAD CENTER, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7861
 AH7861                          STATION RECOVERY (2000)
 AH7861
 AH7861'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7861'RECOVERED AS DESCRIBED.
 AH7861
 AH7861                          STATION RECOVERY (2006)
 AH7861
 AH7861'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 AH7861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1294 ***********************************************************************
 NF1294  DESIGNATION -  33004
 NF1294  PID         -  NF1294
 NF1294  STATE/COUNTY-  MI/INGHAM
 NF1294  USGS QUAD   -  MASON (1970)
 NF1294
 NF1294                         *CURRENT SURVEY CONTROL
 NF1294  ___________________________________________________________________
 NF1294* NAD 83(1994)-  42 37 13.29339(N)    084 28 32.24545(W)     ADJUSTED  
 NF1294* NAVD 88     -       272.4    (meters)     894.     (feet)  VERTCON   
 NF1294  ___________________________________________________________________
 NF1294  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 NF1294  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF1294
 NF1294  HORZ ORDER  -  SECOND
 NF1294
 NF1294.The horizontal coordinates were established by classical geodetic methods
 NF1294.and adjusted by the National Geodetic Survey in February 1997..
 NF1294
 NF1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1294
 NF1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1294
 NF1294.The geoid height was determined by GEOID03.
 NF1294
 NF1294;                    North         East     Units Scale Factor Converg.
 NF1294;SPC MI S     -   124,452.233 3,991,061.773   MT  0.99991749   -0 04 26.9
 NF1294;SPC MI S     -   408,307.85 13,094,034.69   iFT  0.99991749   -0 04 26.9
 NF1294;UTM  16      - 4,721,746.969   707,025.642   MT  1.00012734   +1 42 35.8
 NF1294
 NF1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1294!SPC MI S     -   0.99996258  x   0.99991749  =   0.99988007
 NF1294!UTM  16      -   0.99996258  x   1.00012734  =   1.00008991
 NF1294
 NF1294|---------------------------------------------------------------------|
 NF1294| PID    Reference Object                     Distance      Geod. Az  |
 NF1294|                                                           dddmmss.s |
 NF1294| CH0610 33004 RM 1                           11.006 METERS 00546     |
 NF1294| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 6.8 KM 0104630.2 |
 NF1294| CH0611 33004 RM 2                            9.950 METERS 18511     |
 NF1294| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 6.7 KM 2995543.7 |
 NF1294| NF1318 33005                               APPROX. 2.2 KM 3575601.6 |
 NF1294|---------------------------------------------------------------------|
 NF1294
 NF1294                          SUPERSEDED SURVEY CONTROL
 NF1294
 NF1294  NAD 83(1986)-  42 37 13.29281(N)    084 28 32.26380(W) AD(       ) 2
 NF1294  NAD 27      -  42 37 13.16290(N)    084 28 32.34929(W) AD(       ) 2
 NF1294  NGVD 29 (07/19/86)  272.5    (m)          894.     (f) VERT ANG       
 NF1294
 NF1294.Superseded values are not recommended for survey control.
 NF1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1294.See file dsdata.txt to determine how the superseded data were derived.
 NF1294
 NF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0702621747(NAD 83)
 NF1294_MARKER: DD = SURVEY DISK
 NF1294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1294_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1294_STAMPING: 33004 1976
 NF1294_MARK LOGO: MIDH  
 NF1294_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1294+STABILITY: SURFACE MOTION
 NF1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1294+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NF1294
 NF1294  HISTORY     - Date     Condition        Report By
 NF1294  HISTORY     - 1976     MONUMENTED       MIDH
 NF1294  HISTORY     - 19940913 GOOD             USPSQD
 NF1294  HISTORY     - 20030426 GOOD             USPSQD
 NF1294
 NF1294                          STATION DESCRIPTION
 NF1294
 NF1294'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1294'THE STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF HOLT, 3-1/2 MILES
 NF1294'NORTH NORTHWEST OF MASON ON US-127 IN INGHAM COUNTY, ALAIEDON
 NF1294'TOWNSHIP, T3N, R1W, NW1/4 SECTION 30 ON STATE RIGHT OF WAY.
 NF1294'
 NF1294'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND M-36,
 NF1294'GO NORTH ON US-127 1.9 MILES TO THE STATION ON THE RIGHT
 NF1294'AS DESCRIBED.
 NF1294'
 NF1294'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON US-127 1.3
 NF1294'MILES TO STATION 33005 MIDH ON THE RIGHT AS DESCRIBED.
 NF1294'
 NF1294'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1294'CONTROL MARK, 33004 1976, MDSH AND T.  SET IN THE TOP OF A 12 INCH
 NF1294'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1294'SURFACE.  IT IS 25.2 FEET EAST OF CENTER LINE OF NORTH BOUND
 NF1294'US-127, 3.3 FEET EAST OF GUARD RAIL, AND 5 FEET NORTHEAST OF
 NF1294'WITNESS POST.
 NF1294'
 NF1294'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1294'33004.  SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NF1294'GROUND SURFACE.
 NF1294'
 NF1294'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1294'T, HCM, 33004 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1294'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.
 NF1294'IT IS 25 FEET EAST OF CENTER LINE NORTH BOUND US-127, AND 3.1 FEET
 NF1294'EAST OF GUARD RAIL.
 NF1294'
 NF1294'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1294'T, HCM, 33004 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1294'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1294'IT IS 25.5 FEET EAST OF CENTER LINE NORTH BOUND US-127, AND 3.6
 NF1294'FEET EAST OF GUARD RAIL.
 NF1294'
 NF1294'33005 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1294'MARK, 33005, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1294'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1294'IT IS 35.7 FEET SOUTH OF CENTER LINE HOLT ROAD, 52.2 FEET
 NF1294'NORTHWEST OF POWER POLE, AND 6 FEET EAST SOUTHEAST OF WITNESS
 NF1294'POST.
 NF1294'
 NF1294'NEAREST TOWN--HOLT.
 NF1294'
 NF1294'HEIGHT OF LIGHT ABOVE STATION MARK 1.73 METERS.
 NF1294
 NF1294                          STATION RECOVERY (1994)
 NF1294
 NF1294'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1294'THE WITNESS POST WAS FOUND, BUT WE COULD NOT RECOVER THE STATION OR
 NF1294'REFERENCE MARKS 1 AND 2.  NEW GUARD-RAIL CONSTRUCTION AND SHOULDER
 NF1294'WORK MAY HAVE BURIED THE STATION DEEPER THAN DESCRIBED.  IN THE SECOND
 NF1294'PARAGRAPH, CHANGE 1.9 MILES (3.1 KM) TO 2.1 MILES (3.4 KM) AND IN THE
 NF1294'FOURTH PARAGRAPH, NEXT TO THE LAST LINE ADD (AFTER GUARD RAIL ON THE
 NF1294'NORTH SIDE OF THE BRIDGE.
 NF1294
 NF1294                          STATION RECOVERY (2003)
 NF1294
 NF1294'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1294'WITNESS POST DAMAGED. 342 FT N OF BRIDGE DECK OVER TRAIN TRACKS, 1 1/2
 NF1294'FT. W OF WITNESS POST, 1 FT. E OF GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1318 ***********************************************************************
 NF1318  DESIGNATION -  33005
 NF1318  PID         -  NF1318
 NF1318  STATE/COUNTY-  MI/INGHAM
 NF1318  USGS QUAD   -  EAST LANSING (1970)
 NF1318
 NF1318                         *CURRENT SURVEY CONTROL
 NF1318  ___________________________________________________________________
 NF1318* NAD 83(1994)-  42 38 24.72963(N)    084 28 35.73626(W)     ADJUSTED  
 NF1318* NAVD 88     -       270.9    (meters)     889.     (feet)  VERTCON   
 NF1318  ___________________________________________________________________
 NF1318  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 NF1318  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF1318
 NF1318  HORZ ORDER  -  SECOND
 NF1318
 NF1318.The horizontal coordinates were established by classical geodetic methods
 NF1318.and adjusted by the National Geodetic Survey in February 1997..
 NF1318
 NF1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1318
 NF1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1318
 NF1318.The geoid height was determined by GEOID03.
 NF1318
 NF1318;                    North         East     Units Scale Factor Converg.
 NF1318;SPC MI S     -   126,656.466 3,990,985.105   MT  0.99991596   -0 04 29.3
 NF1318;SPC MI S     -   415,539.59 13,093,783.15   iFT  0.99991596   -0 04 29.3
 NF1318;UTM  16      - 4,723,948.208   706,880.342   MT  1.00012659   +1 42 35.8
 NF1318
 NF1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1318!SPC MI S     -   0.99996281  x   0.99991596  =   0.99987877
 NF1318!UTM  16      -   0.99996281  x   1.00012659  =   1.00008939
 NF1318
 NF1318:                Primary Azimuth Mark                     Grid Az
 NF1318:SPC MI S     -  OKEMOS NATL CABLE TV MAST                016 49 00.9
 NF1318:UTM  16      -  OKEMOS NATL CABLE TV MAST                015 01 55.8
 NF1318
 NF1318|---------------------------------------------------------------------|
 NF1318| PID    Reference Object                     Distance      Geod. Az  |
 NF1318|                                                           dddmmss.s |
 NF1318| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 4.7 KM 0164431.6 |
 NF1318| CH0612 33005 RM 1                           17.695 METERS 08903     |
 NF1318| NF1294 33004                               APPROX. 2.2 KM 1775559.2 |
 NF1318| CH0613 33005 RM 2                            8.188 METERS 26918     |
 NF1318| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 5.8 KM 2811302.8 |
 NF1318|---------------------------------------------------------------------|
 NF1318
 NF1318                          SUPERSEDED SURVEY CONTROL
 NF1318
 NF1318  NAD 83(1986)-  42 38 24.72903(N)    084 28 35.75476(W) AD(       ) 2
 NF1318  NAD 27      -  42 38 24.59971(N)    084 28 35.84018(W) AD(       ) 2
 NF1318  NGVD 29 (07/19/86)  271.0    (m)          889.     (f) VERT ANG       
 NF1318
 NF1318.Superseded values are not recommended for survey control.
 NF1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1318.See file dsdata.txt to determine how the superseded data were derived.
 NF1318
 NF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0688023948(NAD 83)
 NF1318_MARKER: DD = SURVEY DISK
 NF1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1318_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1318+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1318
 NF1318  HISTORY     - Date     Condition        Report By
 NF1318  HISTORY     - 1976     MONUMENTED       MIDH
 NF1318  HISTORY     - 20030913 GOOD             GEOCAC
 NF1318  HISTORY     - 20060429 GOOD             USPSQD
 NF1318
 NF1318                          STATION DESCRIPTION
 NF1318
 NF1318'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1318'THE STATION IS ABOUT 2 MILES EAST OF HOLT, 4-1/2 MILES NORTH
 NF1318'NORTHWEST OF MASON ON US-127 IN INGHAM COUNTY, ALAIEDON TOWNSHIP,
 NF1318'T3N, R1W, NW1/4 SECTION 19 ON STATE RIGHT OF WAY.
 NF1318'
 NF1318'TO REACH THE STATION FROM THE US POST OFFICE IN HOLT, GO EAST ON
 NF1318'HOLT ROAD 2.0 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1318'
 NF1318'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON US-127
 NF1318'1.3 MILES TO STATION 33004 MIDH ON THE LEFT AS DESCRIBED)
 NF1318'
 NF1318'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1318'CONTROL MARK, 33005, MDSH AND T, 1976.  SET IN THE TOP OF A 12
 NF1318'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 NF1318'SURFACE.  IT IS 35.7 FEET SOUTH OF CENTER LINE HOLT ROAD, 52.2
 NF1318'FEET NORTHWEST OF POWER POLE, AND 6 FEET EAST OF WITNESS POST.
 NF1318'
 NF1318'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1318'33005.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1318'BELOW GROUND SURFACE.
 NF1318'
 NF1318'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1318'HCM, 33005 19768 RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1318'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 35.7
 NF1318'FEET SOUTH OF CENTER LINE HOLT ROAD, AND 46.5 FEET NORTHEAST OF
 NF1318'POWER POLE.
 NF1318'
 NF1318'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1318'T, HCM, 33005 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1318'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 35.4
 NF1318'FEET SOUTH OF CENTER LINE HOLT ROAD, AND 73.2 FEET NORTHWEST OF
 NF1318'POWER POLE.
 NF1318'
 NF1318'33004 MIDH IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1318'MARK 33004 1976, MDSH AND T.  SET IN THE TOP OF A 12 INCH
 NF1318'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1318'SURFACE.  IT IS 25.2 FEET EAST OF CENTER LINE NORTH BOUND US-127,
 NF1318'3.3 FEET EAST OF GUARD RAIL, AND 5 FEET NORTHEAST OF WITNESS
 NF1318'POST.
 NF1318'
 NF1318'NEAREST TOWN--HOLT.
 NF1318'
 NF1318'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 NF1318
 NF1318                          STATION RECOVERY (2003)
 NF1318
 NF1318'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1318'FOUND PARTIALLY BURIED ALONG SHOULDER OF ROAD.
 NF1318
 NF1318                          STATION RECOVERY (2006)
 NF1318
 NF1318'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1318'DIRECTLY ACROSS FROM RIDE SHARE PARKING LOT.
 NF1318'WITNESS POST MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1290 ***********************************************************************
 NF1290  DESIGNATION -  33006
 NF1290  PID         -  NF1290
 NF1290  STATE/COUNTY-  MI/INGHAM
 NF1290  USGS QUAD   -  DANSVILLE (1976)
 NF1290
 NF1290                         *CURRENT SURVEY CONTROL
 NF1290  ___________________________________________________________________
 NF1290* NAD 83(1994)-  42 33 21.82890(N)    084 21 34.29256(W)     ADJUSTED  
 NF1290* NAVD 88     -       292.1    (meters)     958.     (feet)  VERTCON   
 NF1290  ___________________________________________________________________
 NF1290  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 NF1290  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF1290
 NF1290  HORZ ORDER  -  SECOND
 NF1290
 NF1290.The horizontal coordinates were established by classical geodetic methods
 NF1290.and adjusted by the National Geodetic Survey in February 1997..
 NF1290
 NF1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1290
 NF1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1290
 NF1290.The geoid height was determined by GEOID03.
 NF1290
 NF1290;                    North         East     Units Scale Factor Converg.
 NF1290;SPC MI S     -   117,304.775 4,000,586.410   MT  0.99992327   +0 00 17.5
 NF1290;SPC MI S     -   384,858.19 13,125,283.50   iFT  0.99992327   +0 00 17.5
 NF1290;UTM  16      - 4,714,897.711   716,770.303   MT  1.00017816   +1 47 11.3
 NF1290
 NF1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1290!SPC MI S     -   0.99995948  x   0.99992327  =   0.99988275
 NF1290!UTM  16      -   0.99995948  x   1.00017816  =   1.00013763
 NF1290
 NF1290:                Primary Azimuth Mark                     Grid Az
 NF1290:SPC MI S     -  33006 AZ MK                              013 06 23.0
 NF1290:UTM  16      -  33006 AZ MK                              011 19 29.2
 NF1290
 NF1290|---------------------------------------------------------------------|
 NF1290| PID    Reference Object                     Distance      Geod. Az  |
 NF1290|                                                           dddmmss.s |
 NF1290| CH0614 33006 AZ MK                                        0130640.5 |
 NF1290| NF1289 33006 MIDOT A PT 1976                 7.711 METERS 06731     |
 NF1290| NF1288 DANSVILLE ATT MICROWAVE             APPROX. 3.6 KM 0792324.0 |
 NF1290| CH0615 33006 RM 1                           14.260 METERS 08903     |
 NF1290| CH0616 33006 RM 2                           11.256 METERS 27113     |
 NF1290|---------------------------------------------------------------------|
 NF1290
 NF1290                          SUPERSEDED SURVEY CONTROL
 NF1290
 NF1290  NAD 83(1986)-  42 33 21.82919(N)    084 21 34.31344(W) AD(       ) 2
 NF1290  NAD 27      -  42 33 21.69873(N)    084 21 34.41753(W) AD(       ) 2
 NF1290  NGVD 29 (07/19/86)  292.2    (m)          959.     (f) VERT ANG       
 NF1290
 NF1290.Superseded values are not recommended for survey control.
 NF1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1290.See file dsdata.txt to determine how the superseded data were derived.
 NF1290
 NF1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1677014898(NAD 83)
 NF1290_MARKER: DD = SURVEY DISK
 NF1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1290_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1290
 NF1290  HISTORY     - Date     Condition        Report By
 NF1290  HISTORY     - 1976     MONUMENTED       MIDH
 NF1290  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 NF1290
 NF1290                          STATION DESCRIPTION
 NF1290
 NF1290'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1290'THE STATION IS ABOUT 2-1/2 MILES WEST OF DANSVILLE, 4-1/2 MILES
 NF1290'EAST SOUTHEAST OF MASON ON M-36 IN INGHAM COUNTY, INGHAM TOWNSHIP,
 NF1290'T2N, R1E, SE1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1290'
 NF1290'TO REACH THE STATION FROM THE US POST OFFICE IN MASON, GO EAST
 NF1290'SOUTHEAST ON M-36 4.7 MILES TO THE STATION ON THE LEFT AS
 NF1290'DESCRIBED.
 NF1290'
 NF1290'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON M-36 0.1 MILES
 NF1290'TO MERIDIAN ROAD, TURN LEFT AND GO NORTH ON MERIDIAN ROAD 0.7 MILES
 NF1290'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1290'
 NF1290'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1290'CONTROL MARK, 33006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1290'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1290'IT IS 66 FEET NORTHWEST OF YELLOW GAS LINE MARKER POST, 24 FEET
 NF1290'NORTH OF CENTER LINE M-36, AND 5 FEET NORTHWEST OF WITNESS POST.
 NF1290'
 NF1290'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1290'33006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1290'BELOW GROUND SURFACE.
 NF1290'
 NF1290'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1290'T, HCM, 33006 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1290'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.2
 NF1290'FEET NORTH OF CENTER LINE M-36, AND 43.3 FEET NORTH NORTHWEST OF
 NF1290'YELLOW GAS LINE MARKER POST.
 NF1290'
 NF1290'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1290'T, HCM, 33006 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1290'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 24.3
 NF1290'FEET NORTH OF CENTER LINE M-36, AND 73.4 FEET NORTHEAST OF 33 INCH
 NF1290'MAPLE.
 NF1290'
 NF1290'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1290'T, HCM, 33006 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1290'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1290'SURFACE.  IT IS 12 FEET SOUTHWEST OF 12 INCH HICKORY, 21 FEET EAST
 NF1290'OF CENTER LINE MERIDIAN ROAD, 51.6 FEET EAST NORTHEAST OF POWER
 NF1290'POLE, AND 6.6 FEET NORTH OF WITNESS POST.
 NF1290'
 NF1290'NEAREST TOWN--DANSVILLE.
 NF1290'
 NF1290'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 NF1290
 NF1290                          STATION RECOVERY (2005)
 NF1290
 NF1290'RECOVERY NOTE BY US POWER SQUADRON 2005 (BPV)
 NF1290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1281 ***********************************************************************
 NF1281  DESIGNATION -  33007
 NF1281  PID         -  NF1281
 NF1281  STATE/COUNTY-  MI/INGHAM
 NF1281  USGS QUAD   -  WILLIAMSTON (1970)
 NF1281
 NF1281                         *CURRENT SURVEY CONTROL
 NF1281  ___________________________________________________________________
 NF1281* NAD 83(1994)-  42 40 02.44974(N)    084 20 31.33635(W)     ADJUSTED  
 NF1281* NAVD 88     -       271.2    (meters)     890.     (feet)  VERTCON   
 NF1281  ___________________________________________________________________
 NF1281  X           -     463,100.473 (meters)                     COMP
 NF1281  Y           -  -4,674,368.154 (meters)                     COMP
 NF1281  Z           -   4,300,563.352 (meters)                     COMP
 NF1281  LAPLACE CORR-           3.44  (seconds)                    DEFLEC99
 NF1281  ELLIP HEIGHT-         237.88  (meters)          (07/17/02) GPS OBS
 NF1281  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF1281  OBS GRAVITY -     980,330.8   (mgal)                       GRAV_OBS
 NF1281
 NF1281  HORZ ORDER  -  SECOND
 NF1281  ELLP ORDER  -  FOURTH    CLASS I
 NF1281
 NF1281.The horizontal coordinates were established by classical geodetic methods
 NF1281.and adjusted by the National Geodetic Survey in February 1997..
 NF1281
 NF1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1281
 NF1281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1281
 NF1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1281
 NF1281.The ellipsoidal height was determined by GPS observations
 NF1281.and is referenced to NAD 83.
 NF1281
 NF1281.The geoid height was determined by GEOID03.
 NF1281.The observed gravity was obtained from relative gravimeter ties
 NF1281.to the IGSN71 gravity network.
 NF1281
 NF1281;                    North         East     Units Scale Factor Converg.
 NF1281;SPC MI S     -   129,665.991 4,002,018.882   MT  0.99991406   +0 01 00.3
 NF1281;SPC MI S     -   425,413.36 13,129,983.21   iFT  0.99991406   +0 01 00.3
 NF1281;UTM  16      - 4,727,300.777   717,817.642   MT  1.00018375   +1 48 07.6
 NF1281
 NF1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1281!SPC MI S     -   0.99996269  x   0.99991406  =   0.99987676
 NF1281!UTM  16      -   0.99996269  x   1.00018375  =   1.00014644
 NF1281
 NF1281|---------------------------------------------------------------------|
 NF1281| PID    Reference Object                     Distance      Geod. Az  |
 NF1281|                                                           dddmmss.s |
 NF1281| CH0617 33007 RM 1                            8.460 METERS 09709     |
 NF1281| CH0618 33007 RM 2                           10.318 METERS 27807     |
 NF1281| NF1752 33007 AZ MK                         APPROX. 0.7 KM 2784408.5 |
 NF1281| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 9.8 KM 2785118.9 |
 NF1281| NF1280 33007 MIDOT A PT 1976                 5.430 METERS 31341     |
 NF1281|---------------------------------------------------------------------|
 NF1281
 NF1281                          SUPERSEDED SURVEY CONTROL
 NF1281
 NF1281  ELLIP H (02/03/97)  237.94   (m)                       GP(       ) 4 1
 NF1281  NAD 83(1986)-  42 40 02.45067(N)    084 20 31.35860(W) AD(       ) 2
 NF1281  NAD 27      -  42 40 02.32343(N)    084 20 31.46295(W) AD(       ) 2
 NF1281  NGVD 29 (08/17/92)  271.4    (m)          890.     (f) GPS OBS        
 NF1281
 NF1281.Superseded values are not recommended for survey control.
 NF1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1281.See file dsdata.txt to determine how the superseded data were derived.
 NF1281
 NF1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1781827301(NAD 83)
 NF1281_MARKER: DD = SURVEY DISK
 NF1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1281_SP_SET: CONCRETE POST
 NF1281_STAMPING: 33007 1976
 NF1281_MARK LOGO: MIDH  
 NF1281_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1281+STABILITY: SURFACE MOTION
 NF1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1281+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1990
 NF1281
 NF1281  HISTORY     - Date     Condition        Report By
 NF1281  HISTORY     - 1976     MONUMENTED       MIDH
 NF1281  HISTORY     - 1976     GOOD             MIDT
 NF1281  HISTORY     - 19891110 GOOD             MIDH
 NF1281  HISTORY     - 19901108 GOOD
 NF1281  HISTORY     - 19940913 GOOD             USPSQD
 NF1281
 NF1281                          STATION DESCRIPTION
 NF1281
 NF1281'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1281'THE STATION IS ABOUT 3-1/2 MILES WEST SOUTHWEST OF WILLIAMSTON,
 NF1281'8 MILES EAST OF THE INTERSECTION OF I-96 AND I-496 ON THE SOUTHEAST
 NF1281'SIDE OF LANSING ON I-96 IN INGHAM COUNTY, WHEATFIELD TOWNSHIP, T3N,
 NF1281'R1E, NE1/4 SECTION 8 ON STATE RIGHT OF WAY.
 NF1281'
 NF1281'TO REACH THE STATION FROM THE INTERSECTION OF US-127 AND I-96 GO
 NF1281'EAST ON I-96 7.8 MILES TO THE STATION ON THE LEFT ACROSS I-96
 NF1281'WEST BOUND LANE AS DESCRIBED.
 NF1281'
 NF1281'TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON I-96 0.4 MILES TO
 NF1281'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1281'
 NF1281'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1281'CONTROL MARK, 33007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1281'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1281'IT IS 30.5 FEET NORTH OF CENTER LINE WEST BOUND I-96, 4 FEET
 NF1281'NORTH OF EAST END OF STEEL GUARD RAIL, 77.7 FEET EAST SOUTHEAST
 NF1281'OF NORTHEAST CORNER OF NORTH END OF BOX CULVERT, AND 5 FEET
 NF1281'SOUTHWEST OF WITNESS POST.
 NF1281'
 NF1281'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1281'33007.  SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NF1281'GROUND SURFACE.
 NF1281'
 NF1281'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1281'T, HCM, 33007 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1281'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 NF1281'IT IS 31.4 FEET NORTH OF CENTER LINE WEST BOUND I-96, 27 FEET EAST
 NF1281'NORTHEAST OF EAST END OF GUARD RAIL, AND 71 FEET SOUTH OF WOVEN
 NF1281'WIRE FENCE.
 NF1281'
 NF1281'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1281'T, HCM, 33007 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1281'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.
 NF1281'IT IS 31 FEET NORTH OF CENTER LINE WEST BOUND I-96, 6.8 FEET
 NF1281'NORTH OF GUARD RAIL, AND 43.2 FEET EAST SOUTHEAST OF NORTHEAST
 NF1281'CORNER OF NORTH END OF BOX CULVERT.
 NF1281'
 NF1281'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND
 NF1281'T, HCM, 33007 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH
 NF1281'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1281'SURFACE.  IT IS 26 FEET WEST OF NORTH END OF CULVERT, 36.7
 NF1281'FEET NORTH OF CENTER LINE WEST BOUND I-96, 64.5 FEET SOUTH OF
 NF1281'WOVEN WIRE FENCE, AND 6 FEET SOUTH SOUTHEAST OF WITNESS POST.
 NF1281'
 NF1281'NEAREST TOWN--WILLIAMSTON.
 NF1281'
 NF1281'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
 NF1281
 NF1281                          STATION RECOVERY (1976)
 NF1281
 NF1281'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1976
 NF1281'RECOVERED IN GOOD CONDITION.
 NF1281
 NF1281                          STATION RECOVERY (1989)
 NF1281
 NF1281'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1989
 NF1281'STATION IS LOCATED IN QUAD. 420841, ABOUT 3.5 MI (5.6 KM) WEST
 NF1281'SOUTHWEST OF WILLIAMSTON, 8.0 MI (12.9 KM) EAST OF THE INTERSECTION
 NF1281'OF I-96 AND I-496 ON THE SOUTHEAST SIDE OF LANSING ON I-96,
 NF1281'WHEATFIELD TOWNSHIP, T-3-N, R-1-E, NE 1/4 OF SEC. 8 AND ON HIGHWAY
 NF1281'RIGHT-OF-WAY.
 NF1281'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 127 AND I-96, GO
 NF1281'EAST ON I-96 FOR 7.8 MI (12.6 KM) TO THE STATION ON THE LEFT ACCROSS
 NF1281'I-96 WEST BOUND LANE AS DESCRIBED.
 NF1281'STATION IS SET FLUSH WITH THE GROUND.  IT IS 30.5 FT (9.3 M) NORTH
 NF1281'FROM THE CENTER OF THE WEST BOUND LANES OF I-96, 77.7 FT (23.7 M)
 NF1281'EAST SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTH END OF A BOX
 NF1281'CULVERT, 5.0 FT (1.5 M) SOUTHWEST OF A METAL WITNESS POST AND 4.0 FT
 NF1281'(1.2 M) NORTH OF EAST END OF STEEL GUARDRAIL.
 NF1281
 NF1281                          STATION RECOVERY (1990)
 NF1281
 NF1281'RECOVERED 1990
 NF1281'RECOVERED IN GOOD CONDITION.
 NF1281
 NF1281                          STATION RECOVERY (1994)
 NF1281
 NF1281'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1281'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED, HOWEVER, THE STATION
 NF1281'MARK WAS FOUND 12 TO 16-INCHES BELOW THE SURFACE OF THE GROUND
 NF1281'(DESCRIPTION SAID FLUSH WITH GROUND), AND THE AZIMUTH WAS FOUND
 NF1281'2-INCHES DEEPER THAN DESCRIBED.  NEITHER REFERENCE MARKS COULD BE
 NF1281'LOCATED FROM DESCRIPTION.  NEW SHOULDER AND GUARD RAIL CONSTRUCTION
 NF1281'MAY HAVE BURIED ALL MARKERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1752 ***********************************************************************
 NF1752  DESIGNATION -  33007 AZ MK
 NF1752  PID         -  NF1752
 NF1752  STATE/COUNTY-  MI/INGHAM
 NF1752  USGS QUAD   -  WILLIAMSTON (1970)
 NF1752
 NF1752                         *CURRENT SURVEY CONTROL
 NF1752  ___________________________________________________________________
 NF1752* NAD 83(1994)-  42 40 05.73501(N)    084 21 00.31702(W)     ADJUSTED  
 NF1752* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 NF1752  ___________________________________________________________________
 NF1752  LAPLACE CORR-           3.45  (seconds)                    DEFLEC99
 NF1752  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF1752
 NF1752  HORZ ORDER  -  SECOND
 NF1752
 NF1752.The horizontal coordinates were established by classical geodetic methods
 NF1752.and adjusted by the National Geodetic Survey in February 1997..
 NF1752
 NF1752.The orthometric height was scaled from a topographic map.
 NF1752
 NF1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1752
 NF1752.The geoid height was determined by GEOID03.
 NF1752
 NF1752;                    North         East     Units Scale Factor Converg.
 NF1752;SPC MI S     -   129,767.195 4,001,358.968   MT  0.99991400   +0 00 40.6
 NF1752;SPC MI S     -   425,745.39 13,127,818.14   iFT  0.99991400   +0 00 40.6
 NF1752;UTM  16      - 4,727,381.394   717,154.719   MT  1.00018020   +1 47 48.1
 NF1752
 NF1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1752!SPC MI S     -   0.99996239  x   0.99991400  =   0.99987639
 NF1752!UTM  16      -   0.99996239  x   1.00018020  =   1.00014258
 NF1752
 NF1752                          SUPERSEDED SURVEY CONTROL
 NF1752
 NF1752  NAD 83(1986)-  42 40 05.73588(N)    084 21 00.33931(W) AD(       ) 2
 NF1752
 NF1752.Superseded values are not recommended for survey control.
 NF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1752.See file dsdata.txt to determine how the superseded data were derived.
 NF1752
 NF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1715527381(NAD 83)
 NF1752_MARKER: DZ = AZIMUTH MARK DISK
 NF1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1752_SP_SET: CONCRETE POST
 NF1752_STAMPING: HCM 33007 1976 AZI MARK
 NF1752_MARK LOGO: MIDH  
 NF1752_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1752+STABILITY: SURFACE MOTION
 NF1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1752+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1989
 NF1752
 NF1752  HISTORY     - Date     Condition        Report By
 NF1752  HISTORY     - 1976     MONUMENTED       MIDT
 NF1752  HISTORY     - 19891110 GOOD             MIDH
 NF1752
 NF1752                          STATION DESCRIPTION
 NF1752
 NF1752'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1752'STATION IS LOCATED IN QUAD. 420841, ABOUT 3.5 MI (5.6 KM) WEST
 NF1752'SOUTHWEST OF WILLIAMSTON, 7.5 MI (12.1 KM) EAST OF THE INTERSECTION
 NF1752'OF I-96 AND I-496 ON THE SOUTHEAST SIDE OF LANSING ON I-96,
 NF1752'WHEATFIELD TOWNSHIP, T-3-N, R-1-E, NE 1/4 OF SEC. 8 AND ON HIGHWAY
 NF1752'RIGHT-OF-WAY.
 NF1752'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 127 AND I-96, GO
 NF1752'EAST ON I-96 FOR 7.4 MI (11.9 KM) TO THE STATION ON THE LEFT ACCROSS
 NF1752'I-96 WEST BOUND LANE AS DESCRIBED.
 NF1752'STATION IS SET PROJECTING ABOUT 2 INCHES.  IT IS 26.0 FT (7.9 M) WEST
 NF1752'FROM THE NORTH END OF CULVERT, 36.7 FT (11.2 M) NORTH OF CENTER LINE
 NF1752'WEST BOUND I-96, 64.5 FT (19.7 M) SOUTH OF WOVEN WIRE FENCE AND 6.0
 NF1752'FT (1.8 M) SOUTH SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1306 ***********************************************************************
 NF1306  DESIGNATION -  33008
 NF1306  PID         -  NF1306
 NF1306  STATE/COUNTY-  MI/INGHAM
 NF1306  USGS QUAD   -  EAST LANSING (1970)
 NF1306
 NF1306                         *CURRENT SURVEY CONTROL
 NF1306  ___________________________________________________________________
 NF1306* NAD 83(1994)-  42 40 42.35641(N)    084 26 45.12615(W)     ADJUSTED  
 NF1306* NAVD 88     -       270.7    (meters)     888.     (feet)  VERTCON   
 NF1306  ___________________________________________________________________
 NF1306  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 NF1306  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF1306
 NF1306  HORZ ORDER  -  SECOND
 NF1306
 NF1306.The horizontal coordinates were established by classical geodetic methods
 NF1306.and adjusted by the National Geodetic Survey in February 1997..
 NF1306
 NF1306.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1306
 NF1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1306
 NF1306.The geoid height was determined by GEOID03.
 NF1306
 NF1306;                    North         East     Units Scale Factor Converg.
 NF1306;SPC MI S     -   130,900.055 3,993,508.803   MT  0.99991335   -0 03 14.0
 NF1306;SPC MI S     -   429,462.12 13,102,063.00   iFT  0.99991335   -0 03 14.0
 NF1306;UTM  16      - 4,728,269.306   709,271.128   MT  1.00013883   +1 43 55.3
 NF1306
 NF1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1306!SPC MI S     -   0.99996282  x   0.99991335  =   0.99987617
 NF1306!UTM  16      -   0.99996282  x   1.00013883  =   1.00010164
 NF1306
 NF1306|---------------------------------------------------------------------|
 NF1306| PID    Reference Object                     Distance      Geod. Az  |
 NF1306|                                                           dddmmss.s |
 NF1306| CH0620 33008 RM 1                           10.695 METERS 08830     |
 NF1306| CH0619 33008 AZ MK                                        2674620.5 |
 NF1306| CH0621 33008 RM 2                           10.675 METERS 26931     |
 NF1306| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 1.2 KM 2830157.2 |
 NF1306| NF1307 33008 MIDOT A PT 1976                 5.832 METERS 29534     |
 NF1306|---------------------------------------------------------------------|
 NF1306
 NF1306                          SUPERSEDED SURVEY CONTROL
 NF1306
 NF1306  NAD 83(1986)-  42 40 42.35562(N)    084 26 45.14499(W) AD(       ) 2
 NF1306  NAD 27      -  42 40 42.22831(N)    084 26 45.23389(W) AD(       ) 2
 NF1306  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 NF1306
 NF1306.Superseded values are not recommended for survey control.
 NF1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1306.See file dsdata.txt to determine how the superseded data were derived.
 NF1306
 NF1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0927128269(NAD 83)
 NF1306_MARKER: DD = SURVEY DISK
 NF1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1306_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1306_STAMPING: 33008 1976
 NF1306_MARK LOGO: MIDH  
 NF1306_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1306+STABILITY: SURFACE MOTION
 NF1306
 NF1306  HISTORY     - Date     Condition        Report By
 NF1306  HISTORY     - 1976     MONUMENTED       MIDH
 NF1306  HISTORY     - 19940913 GOOD             USPSQD
 NF1306  HISTORY     - 19950405 GOOD             USPSQD
 NF1306  HISTORY     - 20030419 GOOD             USPSQD
 NF1306
 NF1306                          STATION DESCRIPTION
 NF1306
 NF1306'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1306'THE STATION IS APPROXIMATELY 2-1/2 MILES SOUTH-SOUTHWEST OF CKEMOS
 NF1306'AND 6-1/2 MILES SOUTHEAST OF LANSING (BOTH STRAIGHT LINE MEAS.).  IT
 NF1306'IS IN THE SOUTHERN PART OF THE NORTHEAST QUARTER OF SECTION 5, T 3
 NF1306'N, R 1 W, THIS BEING ALAIEDON TWP.
 NF1306'
 NF1306'TO REACH THE STATION FROM THE OKEMOS RD. INTERCHANGE WITH I-96, GO
 NF1306'WEST ON WESTBOUND I-96 0.7 MILES TO THE STATION ON THE RIGHT AS
 NF1306'DESCRIBED.
 NF1306'
 NF1306'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON I-96 0.7
 NF1306'MILES TO OKEMOS RD..  THEN GO SOUTH ON OKEMOS RD. 0.5 MILES TO
 NF1306'SANDHILL RD..  THEN GO WEST ON SANDHILL RD. 2.7 MILES TO COLLEGE
 NF1306'RD..  GO NORTH ON COLLEGE RD. 0.5 MILES TO THE AZIMUTH MARK ON THE
 NF1306'RIGHT AS DESCRIBED IN THE SOUTHEAST QUADRANT OF COLLEGE RD. AND
 NF1306'EASTBOUND I-96.
 NF1306'
 NF1306'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1306'CONTROL MARK, 33008, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1306'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE
 NF1306'THE GROUND SURFACE.  IT IS 197.0 FEET EAST-NORTHEAST OF MILE 109
 NF1306'MARKER, 22.0 FEET NORTH OF THE NORTH EDGE OF WESTBOUND I-96, 69.0
 NF1306'FEET SOUTH OF THE R.O.W. FENCE, AND 5.1 FEET SOUTH OF A STEEL
 NF1306'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1306'STAMPED HCM, FA, ROW, 33008 SET IN THE TOP OF AN IRREGULAR
 NF1306'MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1306'
 NF1306'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1306'1, HCM, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1306'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NF1306'IT IS 34.7 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 69.5
 NF1306'FEET SOUTH OF THE R.O.W. FENCE, AND 76.0 FEET NORTHWEST OF
 NF1306'PAVEMENT STATION STENCILL 252+00.
 NF1306'
 NF1306'REFERENCE MARK 2 IS A 3-1/2 BRASS DISK STAMPED REFERENCE MARK 2, HCM,
 NF1306'MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1306'MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 34
 NF1306'FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 69 FEET SOUTH OF
 NF1306'THE R.O.W. FENCE, AND 47 FEET NORTHWEST OF PAVEMENT STATION STENCIL
 NF1306'251+00.
 NF1306'
 NF1306'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1306'HCM, 33008, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1306'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 NF1306'IT IS 19.4 FEET EAST OF THE CENTERLINE OF COLLEGE RD., 2.8 FEET
 NF1306'EAST OF A GUARD RAIL, 13.7 FEET WEST-SOUTHWEST OF THE WEST END OF
 NF1306'THE R.O.W. FENCE, AND 5.0 FEET NORTH-NORTHWEST OF A STEEL
 NF1306'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED
 NF1306'HCM, FA, ROW, AZI MARK SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1306'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1306'
 NF1306'NEAREST TOWN--OKEMOS.
 NF1306'
 NF1306'HEIGHT OF LIGHT ABOVE STATION MARK 1.28 METERS.
 NF1306
 NF1306                          STATION RECOVERY (1994)
 NF1306
 NF1306'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1306'THE STATION MARK, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE
 NF1306'RECOVERED AS DESCRIBED.  HOWEVER, THE WITNESS POST WAS GONE AT THE
 NF1306'STATION AND MEASUREMENTS FROM THE MILE 109 MARKER WERE NEEDED TO
 NF1306'RECOVER THE STATION.  REFERENCE MARK 1 IS LOCATED 35 FT (10.7 M) EAST
 NF1306'OF THE STATION MARK AND 13 FT (4.0 M) SOUTH OF THE PAVED SHOULDER.
 NF1306'REFERENCE MARK 2 IS LOCATED 35 FT (10.7 M) WEST OF THE STATION MARK
 NF1306'AND 13 FT (4.0 M) SOUTH OF THE PAVED SHOULDER.
 NF1306
 NF1306                          STATION RECOVERY (1995)
 NF1306
 NF1306'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1306'THE STATION MARK, REFERENCE MARK 1 AND 2 AND AZIMUTH MARK WERE
 NF1306'RECOVERED AS DESCRIBED.  HOWEVER, SEE REPORT DATED SEPTEMBER 13, 1994.
 NF1306
 NF1306                          STATION RECOVERY (2003)
 NF1306
 NF1306'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1306'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1316 ***********************************************************************
 NF1316  DESIGNATION -  33009
 NF1316  PID         -  NF1316
 NF1316  STATE/COUNTY-  MI/INGHAM
 NF1316  USGS QUAD   -  EAST LANSING (1970)
 NF1316
 NF1316                         *CURRENT SURVEY CONTROL
 NF1316  ___________________________________________________________________
 NF1316* NAD 83(1994)-  42 40 28.73890(N)    084 29 42.41455(W)     ADJUSTED  
 NF1316* NAVD 88     -       275.6    (meters)     904.     (feet)  VERTCON   
 NF1316  ___________________________________________________________________
 NF1316  LAPLACE CORR-           3.13  (seconds)                    DEFLEC99
 NF1316  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NF1316
 NF1316  HORZ ORDER  -  SECOND
 NF1316
 NF1316.The horizontal coordinates were established by classical geodetic methods
 NF1316.and adjusted by the National Geodetic Survey in February 1997..
 NF1316
 NF1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1316
 NF1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1316
 NF1316.The geoid height was determined by GEOID03.
 NF1316
 NF1316;                    North         East     Units Scale Factor Converg.
 NF1316;SPC MI S     -   130,484.869 3,989,472.008   MT  0.99991359   -0 05 14.7
 NF1316;SPC MI S     -   428,099.96 13,088,818.92   iFT  0.99991359   -0 05 14.7
 NF1316;UTM  16      - 4,727,728.398   705,248.368   MT  1.00011831   +1 41 54.6
 NF1316
 NF1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1316!SPC MI S     -   0.99996206  x   0.99991359  =   0.99987565
 NF1316!UTM  16      -   0.99996206  x   1.00011831  =   1.00008037
 NF1316
 NF1316|---------------------------------------------------------------------|
 NF1316| PID    Reference Object                     Distance      Geod. Az  |
 NF1316|                                                           dddmmss.s |
 NF1316| CH0622 33009 RM 1                           10.550 METERS 15844     |
 NF1316| NF1496 33010                               APPROX. 2.6 KM 2425808.0 |
 NF1316| CH0623 33009 RM 2                           26.904 METERS 24632     |
 NF1316| NF1502 LANSING RAD STA WITL MAST           APPROX. 0.5 KM 2801421.4 |
 NF1316|---------------------------------------------------------------------|
 NF1316
 NF1316                          SUPERSEDED SURVEY CONTROL
 NF1316
 NF1316  NAD 83(1986)-  42 40 28.73805(N)    084 29 42.43308(W) AD(       ) 2
 NF1316  NAD 27      -  42 40 28.61190(N)    084 29 42.51454(W) AD(       ) 2
 NF1316  NGVD 29 (07/19/86)  275.7    (m)          905.     (f) VERT ANG       
 NF1316
 NF1316.Superseded values are not recommended for survey control.
 NF1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1316.See file dsdata.txt to determine how the superseded data were derived.
 NF1316
 NF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0524827728(NAD 83)
 NF1316_MARKER: DD = SURVEY DISK
 NF1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1316_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1316
 NF1316  HISTORY     - Date     Condition        Report By
 NF1316  HISTORY     - 1976     MONUMENTED       MIDH
 NF1316  HISTORY     - 19970707 GOOD             WOOLPT
 NF1316
 NF1316                          STATION DESCRIPTION
 NF1316
 NF1316'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1316'THE STATION IS APPROXIMATELY 5 MILES SOUTHEAST OF LANSING AND 4-1/2
 NF1316'MILES SOUTH OF EAST LANSING (BOTH STRAIGHT LINE MEAS.).  IT IS NEAR
 NF1316'THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 1, T3 N,
 NF1316'R 2 W, THIS BEING LANSING TWP, INGHAM CO.
 NF1316'
 NF1316'TO REACH THE STATION FROM THE INTERSECTION OF M-43 AND SOUTHBOUND
 NF1316'US-127, GO SOUTH ON US-127 4.9 MILES TO THE STATION ON THE LEFT
 NF1316'ACROSS THE MEDIAN, IN THE SOUTHWEST QUADRANT OF NORTHBOUND US-127 AND
 NF1316'EASTBOUND I-96 AS DESCRIBED.
 NF1316'
 NF1316'NO AZIMUTH MARK WAS SET BECAUSE STATION 33010 MIDH WAS SIGHTED TO
 NF1316'THE WEST-SOUTHWEST AND USED AS AN AZIMUTH.
 NF1316'
 NF1316'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1316'CONTROL MARK, 33009, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1316'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 NF1316'SURFACE.  IT IS 21.0 FEET WEST OF THE CENTERLINE OF US-127
 NF1316'NORTHBOUND, 7.4 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A
 NF1316'BRIDGE GUARD RAIL, 9.0 FEET NORTH-NORTHEAST OF THE EAST END OF
 NF1316'AN EAST-WEST GUARD RAIL, AND 3.6 FEET NORTHEAST OF A STEEL WITNESS
 NF1316'POST.  THE UNDERGROUND IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1316'ROW, 33009 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1316'ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1316'
 NF1316'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1316'1, HCM 33009, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1316'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 NF1316'IT IS 22.3 FEET WEST OF THE CENTERLINE OF NORTHBOUND US-127, 15.0
 NF1316'FEET SOUTH OF THE SOUTHWEST CORNER OF A GUTTER PAN, AND 26.8 FEET
 NF1316'SOUTH-SOUTHEAST OF THE EAST END OF AN EAST-WEST GUARD RAIL.
 NF1316'
 NF1316'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1316'2, HCM 33009, MDSH AND T, 1976 SET IN THE TOP OF A CONCRETE
 NF1316'WINGWALL.  IT IS 11.2 FEET EAST OF THE SOUTH END OF A BRIDGE
 NF1316'RAILING, 2.3 FEET WEST OF THE EAST END OF A WINGWALL, AND 16.5 FEET
 NF1316'NORTH OF AN EAST-WEST GUARD RAIL.
 NF1316'
 NF1316'NEAREST TOWN--LANSING.
 NF1316'
 NF1316'HEIGHT OF LIGHT ABOVE STATION MARK 1.37 METERS.
 NF1316
 NF1316                          STATION RECOVERY (1997)
 NF1316
 NF1316'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1496 ***********************************************************************
 NF1496  DESIGNATION -  33010
 NF1496  PID         -  NF1496
 NF1496  STATE/COUNTY-  MI/INGHAM
 NF1496  USGS QUAD   -  LANSING SOUTH (1973)
 NF1496
 NF1496                         *CURRENT SURVEY CONTROL
 NF1496  ___________________________________________________________________
 NF1496* NAD 83(1994)-  42 39 50.08399(N)    084 31 25.03737(W)     ADJUSTED  
 NF1496* NAVD 88     -       274.176  (meters)     899.53   (feet)  ADJUSTED  
 NF1496  ___________________________________________________________________
 NF1496  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NF1496  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF1496  DYNAMIC HT  -         274.095 (meters)     899.26  (feet)  COMP
 NF1496  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 NF1496
 NF1496  HORZ ORDER  -  SECOND
 NF1496  VERT ORDER  -  FIRST     CLASS II
 NF1496
 NF1496.The horizontal coordinates were established by classical geodetic methods
 NF1496.and adjusted by the National Geodetic Survey in February 1997..
 NF1496
 NF1496.The orthometric height was determined by differential leveling
 NF1496.and adjusted by the National Geodetic Survey in January 2002..
 NF1496
 NF1496.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1496
 NF1496.The geoid height was determined by GEOID03.
 NF1496
 NF1496.The dynamic height is computed by dividing the NAVD 88
 NF1496.geopotential number by the normal gravity value computed on the
 NF1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1496.degrees latitude (g = 980.6199 gals.).
 NF1496
 NF1496.The modeled gravity was interpolated from observed gravity values.
 NF1496
 NF1496;                    North         East     Units Scale Factor Converg.
 NF1496;SPC MI S     -   129,296.148 3,987,133.329   MT  0.99991429   -0 06 24.5
 NF1496;SPC MI S     -   424,199.96 13,081,146.09   iFT  0.99991429   -0 06 24.5
 NF1496;UTM  16      - 4,726,467.125   702,947.411   MT  1.00010676   +1 40 43.7
 NF1496
 NF1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1496!SPC MI S     -   0.99996229  x   0.99991429  =   0.99987658
 NF1496!UTM  16      -   0.99996229  x   1.00010676  =   1.00006904
 NF1496
 NF1496|---------------------------------------------------------------------|
 NF1496| PID    Reference Object                     Distance      Geod. Az  |
 NF1496|                                                           dddmmss.s |
 NF1496| AH7856 33010 RM 1                            6.710 METERS 00550     |
 NF1496| NF1502 LANSING RAD STA WITL MAST           APPROX. 2.2 KM 0543136.1 |
 NF1496| NF1316 33009                               APPROX. 2.6 KM 0625658.4 |
 NF1496| AH7857 33010 RM 2                            7.241 METERS 18216     |
 NF1496| NF1495 33010 MIDOT A PT 1976                28.211 METERS 18806     |
 NF1496| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 2.4 KM 2310835.7 |
 NF1496|---------------------------------------------------------------------|
 NF1496
 NF1496                          SUPERSEDED SURVEY CONTROL
 NF1496
 NF1496  NAD 83(1986)-  42 39 50.08304(N)    084 31 25.05583(W) AD(       ) 2
 NF1496  NAD 27      -  42 39 49.95607(N)    084 31 25.13420(W) AD(       ) 2
 NF1496  NGVD 29 (07/19/86)  274.2    (m)          900.     (f) VERT ANG       
 NF1496
 NF1496.Superseded values are not recommended for survey control.
 NF1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1496.See file dsdata.txt to determine how the superseded data were derived.
 NF1496
 NF1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0294726467(NAD 83)
 NF1496_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1496_STAMPING: 33010 MDSH AND T 1976
 NF1496_MARK LOGO: NONE  
 NF1496_PROJECTION: FLUSH
 NF1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1496+STABILITY: SURFACE MOTION
 NF1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1496+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 NF1496
 NF1496  HISTORY     - Date     Condition        Report By
 NF1496  HISTORY     - 1976     MONUMENTED       MIDH
 NF1496  HISTORY     - 19921116 GOOD             NGS
 NF1496  HISTORY     - 20000516 GOOD             NGS
 NF1496  HISTORY     - 20030426 GOOD             USPSQD
 NF1496  HISTORY     - 20050319 GOOD             GEOCAC
 NF1496
 NF1496                          STATION DESCRIPTION
 NF1496
 NF1496'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1496'THE STATION IS APPROXIMATELY 5 MILES SOUTH-SOUTHEAST OF LANSING AND
 NF1496'5-1/2 MILES SOUTH-SOUTHWEST OF EAST LANSING.  IT IS NEAR THE
 NF1496'SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF SECTION 10, T 3 N,
 NF1496'R 2 W, THIS BEING DELHI TWP.
 NF1496'
 NF1496'TO REACH THE STATION FROM THE INTERSECTION OF M-99 AND I-96, GO
 NF1496'NORTH ON M-99 0.4 MILES TO MILLER RD.  THEN GO EAST ON MILLER RD.
 NF1496'3.2 MILES TO AURELIUS RD.  TURN RIGHT ON AURELIUS RD. AND GO SOUTH
 NF1496'0.4 MILES TO THE STATION ONTHE RIGHT IN THE SOUTHWEST QUADRANT
 NF1496'OF AURELIUS RD. AND EASTBOUND I-96.
 NF1496'
 NF1496'NO AZIMUTH MARK WAS SET BECAUSE 33009 MIDH WAS SIGHTED TO
 NF1496'THE EAST-NORTHEAST.
 NF1496'
 NF1496'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1496'CONTROL MARK, 33010, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1496'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1496'22.3 FEET WEST OF THE CENTERLINE OF AURELIUS RD., 7.0 FEET WEST
 NF1496'SOUTHWEST OF THE SOUTH END OF A GUTTER PAN, 25.6 FEET SOUTH SOUTHWEST
 NF1496'OF THE SOUTH END OF A BRIDGE RAIL, AND 11.5 FEET SOUTHWEST OF A
 NF1496'CATCH BASIN.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED
 NF1496'HCM, FA, ROW, 23010 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1496'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1496'
 NF1496'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK 1,
 NF1496'HCM, 33010, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1496'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1496'20.5 FEET WEST OF THE CENTERLINE OF AURELIUS RD., 1.5 FEET SOUTH OF
 NF1496'A BRIDGE WINGWALL, 2.3 FEET WEST OF A GUARD RAIL.
 NF1496'
 NF1496'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK 2,
 NF1496'HCM, 33010, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1496'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1496'23.2 FEET WEST OF THE CENTERLINE OF AURELIUS RD., 25.5 FEET SOUTH
 NF1496'SOUTHWEST OF THE SOUTH END OF A GUTTER PAN, AND 4.0 FEET WEST
 NF1496'OF A GUARD RAIL.
 NF1496'
 NF1496'NEAREST TOWN--LANSING.
 NF1496'
 NF1496'HEIGHT OF LIGHT ABOVE STATION MARK 1.38 METERS.
 NF1496
 NF1496                          STATION RECOVERY (1992)
 NF1496
 NF1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1496'IN LANSING, AT THE INTERSECTION OF AURELIUS ROAD AND INTERSTATE
 NF1496'HIGHWAY 96, 66.7 M (218.8 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 NF1496'LANES OF THE HIGHWAY, 7.8 M (25.6 FT) SOUTH OF THE SOUTHWEST CORNER OF
 NF1496'THE OVERPASS, 6.8 M (22.3 FT) WEST OF THE ROAD CENTERLINE, 2.5 M (8.2
 NF1496'FT) NORTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT) BELOW
 NF1496'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 NF1496'SURFACE.
 NF1496
 NF1496                          STATION RECOVERY (2000)
 NF1496
 NF1496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1496'RECOVERED AS DESCRIBED.
 NF1496
 NF1496                          STATION RECOVERY (2003)
 NF1496
 NF1496'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1496'9.4 FEET FROM CATCH BASIN, 25 FT. SSW FROM CEMENT BRIDGE SUPPORT, 6
 NF1496'FT. NNE FROM UTILITY POLE
 NF1496
 NF1496                          STATION RECOVERY (2005)
 NF1496
 NF1496'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF1496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7856 ***********************************************************************
 AH7856  DESIGNATION -  33010 RM 1
 AH7856  PID         -  AH7856
 AH7856  STATE/COUNTY-  MI/INGHAM
 AH7856  USGS QUAD   -  LANSING SOUTH (1973)
 AH7856
 AH7856                         *CURRENT SURVEY CONTROL
 AH7856  ___________________________________________________________________
 AH7856* NAD 83(1986)-  42 39 50.     (N)    084 31 25.     (W)     SCALED    
 AH7856* NAVD 88     -       274.408  (meters)     900.29   (feet)  ADJUSTED  
 AH7856  ___________________________________________________________________
 AH7856  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AH7856  DYNAMIC HT  -         274.327 (meters)     900.02  (feet)  COMP
 AH7856  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 AH7856
 AH7856  VERT ORDER  -  FIRST     CLASS II
 AH7856
 AH7856.The horizontal coordinates were scaled from a topographic map and have
 AH7856.an estimated accuracy of +/- 6 seconds.
 AH7856
 AH7856.The orthometric height was determined by differential leveling
 AH7856.and adjusted by the National Geodetic Survey in January 2002..
 AH7856
 AH7856.The geoid height was determined by GEOID03.
 AH7856
 AH7856.The dynamic height is computed by dividing the NAVD 88
 AH7856.geopotential number by the normal gravity value computed on the
 AH7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7856.degrees latitude (g = 980.6199 gals.).
 AH7856
 AH7856.The modeled gravity was interpolated from observed gravity values.
 AH7856
 AH7856;                    North         East    Units  Estimated Accuracy
 AH7856;SPC MI S     -   129,290.    3,987,130.      MT  (+/- 180 meters Scaled)
 AH7856
 AH7856                          SUPERSEDED SURVEY CONTROL
 AH7856
 AH7856.No superseded survey control is available for this station.
 AH7856
 AH7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN029264(NAD 83)
 AH7856_MARKER: DR = REFERENCE MARK DISK
 AH7856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7856_STAMPING: 33010 1 HCM MDSH AND T 1976
 AH7856_MARK LOGO: NONE  
 AH7856_PROJECTION: FLUSH
 AH7856_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7856+STABILITY: SURFACE MOTION
 AH7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7856+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 AH7856
 AH7856  HISTORY     - Date     Condition        Report By
 AH7856  HISTORY     - 1976     MONUMENTED       MIDT
 AH7856  HISTORY     - 19921116 GOOD             NGS
 AH7856  HISTORY     - 20000516 GOOD             NGS
 AH7856
 AH7856                          STATION DESCRIPTION
 AH7856
 AH7856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7856'IN LANSING, AT THE INTERSECTION OF AURELIUS ROAD AND INTERSTATE
 AH7856'HIGHWAY 96, 61.0 M (200.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AH7856'LANES OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH OF TRIANGULATION STATION
 AH7856'33010, 6.3 M (20.7 FT) WEST OF THE ROAD CENTERLINE, 1.0 M (3.3 FT)
 AH7856'SOUTHWEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 0.3 M (1.0 FT) BELOW
 AH7856'THE LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7856'SURFACE.
 AH7856
 AH7856                          STATION RECOVERY (2000)
 AH7856
 AH7856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7856'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7857 ***********************************************************************
 AH7857  DESIGNATION -  33010 RM 2
 AH7857  PID         -  AH7857
 AH7857  STATE/COUNTY-  MI/INGHAM
 AH7857  USGS QUAD   -  LANSING SOUTH (1973)
 AH7857
 AH7857                         *CURRENT SURVEY CONTROL
 AH7857  ___________________________________________________________________
 AH7857* NAD 83(1986)-  42 39 50.     (N)    084 31 24.     (W)     SCALED    
 AH7857* NAVD 88     -       273.852  (meters)     898.46   (feet)  ADJUSTED  
 AH7857  ___________________________________________________________________
 AH7857  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AH7857  DYNAMIC HT  -         273.772 (meters)     898.20  (feet)  COMP
 AH7857  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 AH7857
 AH7857  VERT ORDER  -  FIRST     CLASS II
 AH7857
 AH7857.The horizontal coordinates were scaled from a topographic map and have
 AH7857.an estimated accuracy of +/- 6 seconds.
 AH7857
 AH7857.The orthometric height was determined by differential leveling
 AH7857.and adjusted by the National Geodetic Survey in January 2002..
 AH7857
 AH7857.The geoid height was determined by GEOID03.
 AH7857
 AH7857.The dynamic height is computed by dividing the NAVD 88
 AH7857.geopotential number by the normal gravity value computed on the
 AH7857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7857.degrees latitude (g = 980.6199 gals.).
 AH7857
 AH7857.The modeled gravity was interpolated from observed gravity values.
 AH7857
 AH7857;                    North         East    Units  Estimated Accuracy
 AH7857;SPC MI S     -   129,290.    3,987,160.      MT  (+/- 180 meters Scaled)
 AH7857
 AH7857                          SUPERSEDED SURVEY CONTROL
 AH7857
 AH7857.No superseded survey control is available for this station.
 AH7857
 AH7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN029264(NAD 83)
 AH7857_MARKER: DR = REFERENCE MARK DISK
 AH7857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7857_STAMPING: 33010 2 HCM MDSH AND T 1976
 AH7857_MARK LOGO: NONE  
 AH7857_PROJECTION: FLUSH
 AH7857_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7857+STABILITY: SURFACE MOTION
 AH7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7857+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 AH7857
 AH7857  HISTORY     - Date     Condition        Report By
 AH7857  HISTORY     - 1976     MONUMENTED       MIDT
 AH7857  HISTORY     - 19921116 GOOD             NGS
 AH7857  HISTORY     - 20000516 GOOD             NGS
 AH7857
 AH7857                          STATION DESCRIPTION
 AH7857
 AH7857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7857'IN LANSING, AT THE INTERSECTION OF AURELIUS ROAD AND INTERSTATE
 AH7857'HIGHWAY 96, 73.9 M (242.5 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AH7857'LANES OF THE HIGHWAY, 7.2 M (23.6 FT) SOUTH OF TRIANGULATION STATION
 AH7857'33010, 7.1 M (23.3 FT) WEST OF THE ROAD CENTERLINE, 5.3 M (17.4 FT)
 AH7857'SOUTHEAST OF A UTILITY POLE WITH A GUY CABLE, 0.3 M (1.0 FT) BELOW THE
 AH7857'LEVEL OF THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7857
 AH7857                          STATION RECOVERY (2000)
 AH7857
 AH7857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7857'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1504 ***********************************************************************
 NF1504  DESIGNATION -  33011
 NF1504  PID         -  NF1504
 NF1504  STATE/COUNTY-  MI/EATON
 NF1504  USGS QUAD   -  LANSING SOUTH (1973)
 NF1504
 NF1504                         *CURRENT SURVEY CONTROL
 NF1504  ___________________________________________________________________
 NF1504* NAD 83(1994)-  42 39 57.52210(N)    084 36 10.54628(W)     ADJUSTED  
 NF1504* NAVD 88     -       277.6    (meters)     911.     (feet)  VERTCON   
 NF1504  ___________________________________________________________________
 NF1504  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 NF1504  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF1504
 NF1504  HORZ ORDER  -  SECOND
 NF1504
 NF1504.The horizontal coordinates were established by classical geodetic methods
 NF1504.and adjusted by the National Geodetic Survey in February 1997..
 NF1504
 NF1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1504
 NF1504.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1504
 NF1504.The geoid height was determined by GEOID03.
 NF1504
 NF1504;                    North         East     Units Scale Factor Converg.
 NF1504;SPC MI S     -   129,540.829 3,980,632.560   MT  0.99991415   -0 09 38.8
 NF1504;SPC MI S     -   425,002.72 13,059,818.11   iFT  0.99991415   -0 09 38.8
 NF1504;UTM  16      - 4,726,509.118   696,441.027   MT  1.00007478   +1 37 30.2
 NF1504
 NF1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1504!SPC MI S     -   0.99996177  x   0.99991415  =   0.99987592
 NF1504!UTM  16      -   0.99996177  x   1.00007478  =   1.00003654
 NF1504
 NF1504|---------------------------------------------------------------------|
 NF1504| PID    Reference Object                     Distance      Geod. Az  |
 NF1504|                                                           dddmmss.s |
 NF1504| CH0625 33011 RM 1                            8.718 METERS 00503     |
 NF1504| NF1492 LANSING RAD STA WILS MAST           APPROX. 4.6 KM 0524610.5 |
 NF1504| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 5.0 KM 1102644.7 |
 NF1504| NF1491 HOLT RAD STA WVIC MAST              APPROX. 4.1 KM 1230757.2 |
 NF1504| CH0624 33011 AZ MK                                        2675340.9 |
 NF1504| CH0626 33011 RM 2                           13.662 METERS 27051     |
 NF1504| NF1503 33011 MIDOT A PT 1976                 6.151 METERS 35033     |
 NF1504|---------------------------------------------------------------------|
 NF1504
 NF1504                          SUPERSEDED SURVEY CONTROL
 NF1504
 NF1504  NAD 83(1986)-  42 39 57.52088(N)    084 36 10.56468(W) AD(       ) 2
 NF1504  NAD 27      -  42 39 57.39327(N)    084 36 10.63459(W) AD(       ) 2
 NF1504  NGVD 29 (07/19/86)  277.7    (m)          911.     (f) VERT ANG       
 NF1504
 NF1504.Superseded values are not recommended for survey control.
 NF1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1504.See file dsdata.txt to determine how the superseded data were derived.
 NF1504
 NF1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9644126509(NAD 83)
 NF1504_MARKER: DD = SURVEY DISK
 NF1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1504_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1504
 NF1504  HISTORY     - Date     Condition        Report By
 NF1504  HISTORY     - 1976     MONUMENTED       MIDH
 NF1504
 NF1504                          STATION DESCRIPTION
 NF1504
 NF1504'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1504'THE STATION IS APPROXIMATELY 2-1/2 MILES NORTHEAST OF DIMONDALE AND
 NF1504'5 MILES SOUTHWEST OF LANSING (BOTH STRAIGHT LINE MEAS.).  IT IS NEAR
 NF1504'THE NORTHWEST CORNER OF SECTION 7.  T 3 N, R 2 W, THIS BEING DELHI
 NF1504'TWP OF INGHAM CO.
 NF1504'
 NF1504'TO REACH THE STATION FROM THE INTERSECTION OF I-96 AND M-99, GO NORTH
 NF1504'ON M-99 0.4 MILES TO MILLER RD.  TURN LEFT ON MILLER RD. AND GO 1.0
 NF1504'MILE TO WAVERLY RD.  TURN LEFT ON WAVERLY RD. AND GO 0.25 MILES TO
 NF1504'THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF WESTBOUND I-96
 NF1504'AND WAVERLY RD.
 NF1504'
 NF1504'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON I-96 1.0 MILE
 NF1504'TO THE AZIMUTH MARK ON THE LEFT ACROSS THE EASTBOUND LANES AS
 NF1504'DESCRIBED.
 NF1504'
 NF1504'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1504'CONTROL MARK, 33011, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1504'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1504'19.5 FEET EAST OF THE CENTERLINE OF WAVERLY ROAD, 10.8 FEET SOUTH
 NF1504'SOUTHEAST OF THE EAST END OF A 12 INCH METAL DRAIN PIPE, 7.6 FEET
 NF1504'NORTH NORTHEAST OF THE NORTH END OF A BRIDGE RAIL, AND 5.0 FEET
 NF1504'NORTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH
 NF1504'BRASS DISK STAMPED HCM,FA,ROW, 33011 SET IN THE TOP OF AN IRREGULAR
 NF1504'MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1504'
 NF1504'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1504'1, HCM, 33011, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1504'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1504'4.3 FEET EAST OF A GUARD RAIL, 22 FEET EAST OF THE CENTERLINE OF
 NF1504'WAVERLY RD. AND 36.6 FEET NORTH NORTHEAST OF THE NORTH END OF A
 NF1504'BRIDGE RAIL.
 NF1504'
 NF1504'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1504'2, HCM, 33011, MDSH AND T, 1976 SET IN THE TOP OF A CONCRETE GUTTER
 NF1504'PAN.  IT IS 17.2 FEET SOUTH OF THE NORTH END OF A GUTTER PAN, 16.3
 NF1504'FEET WEST OF THE CENTERLINE OF WAVERLY RD., AND 8.2 FEET NORTH OF
 NF1504'THE NORTH OF THE NORTH END OF THE BRIDGE.
 NF1504'
 NF1504'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1504'HCM, 33011, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1504'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 64.3 FEET
 NF1504'NORTH OF A R.O.W. FENCE, 38.8 FEET SOUTH OF THE CENTERLINE OF
 NF1504'EASTBOUND I-96, 4.5 FEET EAST OF A STEEL WITNESS POST, AND 48
 NF1504'FEET SOUTHEAST OF PAVEMENT STENCIL 502+00.  THE UNDERGROUND MARK
 NF1504'IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, AZI MARK SET IN THE
 NF1504'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE
 NF1504'GROUND.
 NF1504'
 NF1504'NEAREST TOWN--DIMONDALE.
 NF1504'
 NF1504'HEIGHT OF LIGHT ABOVE STATION MARK 1.52 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1501 ***********************************************************************
 NF1501  DESIGNATION -  33012
 NF1501  PID         -  NF1501
 NF1501  STATE/COUNTY-  MI/INGHAM
 NF1501  USGS QUAD   -  LANSING SOUTH (1973)
 NF1501
 NF1501                         *CURRENT SURVEY CONTROL
 NF1501  ___________________________________________________________________
 NF1501* NAD 83(1994)-  42 43 07.76088(N)    084 30 16.98364(W)     ADJUSTED  
 NF1501* NAVD 88     -       267.2    (meters)     877.     (feet)  VERTCON   
 NF1501  ___________________________________________________________________
 NF1501  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 NF1501  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF1501
 NF1501  HORZ ORDER  -  SECOND
 NF1501
 NF1501.The horizontal coordinates were established by classical geodetic methods
 NF1501.and adjusted by the National Geodetic Survey in February 1997..
 NF1501
 NF1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1501
 NF1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1501
 NF1501.The geoid height was determined by GEOID03.
 NF1501
 NF1501;                    North         East     Units Scale Factor Converg.
 NF1501;SPC MI S     -   135,392.691 3,988,693.005   MT  0.99991107   -0 05 38.2
 NF1501;SPC MI S     -   444,201.74 13,086,263.14   iFT  0.99991107   -0 05 38.2
 NF1501;UTM  16      - 4,732,610.541   704,316.541   MT  1.00011361   +1 41 36.2
 NF1501
 NF1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1501!SPC MI S     -   0.99996336  x   0.99991107  =   0.99987444
 NF1501!UTM  16      -   0.99996336  x   1.00011361  =   1.00007697
 NF1501
 NF1501|---------------------------------------------------------------------|
 NF1501| PID    Reference Object                     Distance      Geod. Az  |
 NF1501|                                                           dddmmss.s |
 NF1501| CH0628 33012 RM 1                            8.445 METERS 00404     |
 NF1501| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 5.6 KM 1390117.2 |
 NF1501| CH0629 33012 RM 2                            8.433 METERS 18307     |
 NF1501| CH0627 33012 AZ MK                                        3321443.0 |
 NF1501| NF1494 LANSING RAD STA WJIM MAST           APPROX. 2.4 KM 3454144.4 |
 NF1501|---------------------------------------------------------------------|
 NF1501
 NF1501                          SUPERSEDED SURVEY CONTROL
 NF1501
 NF1501  NAD 83(1986)-  42 43 07.75991(N)    084 30 17.00244(W) AD(       ) 2
 NF1501  NAD 27      -  42 43 07.63420(N)    084 30 17.08531(W) AD(       ) 2
 NF1501  NGVD 29 (07/19/86)  267.3    (m)          877.     (f) VERT ANG       
 NF1501
 NF1501.Superseded values are not recommended for survey control.
 NF1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1501.See file dsdata.txt to determine how the superseded data were derived.
 NF1501
 NF1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0431732611(NAD 83)
 NF1501_MARKER: DD = SURVEY DISK
 NF1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1501_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1501
 NF1501  HISTORY     - Date     Condition        Report By
 NF1501  HISTORY     - 1976     MONUMENTED       MIDH
 NF1501  HISTORY     - 19970707 GOOD             WOOLPT
 NF1501
 NF1501                          STATION DESCRIPTION
 NF1501
 NF1501'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1501'THE STATION IS APPROXIMATELY 1-1/2 MILES SOUTHWEST OF EAST LANSING
 NF1501'AND 2-1/2 MILES EAST SOUTHEAST OF LANSING (BOTH STRAIGHT LINE
 NF1501'MEAS.).  IT IS IN THE NORTHERN PART OF THE SOUTHEAST QUARTER OF
 NF1501'SECTION 23.  T 4 N, R 2 W, THIS BEING LANSING TWP.
 NF1501'
 NF1501'TO REACH THE STATION FROM THE INTERSECTION OF EASTBOUND M-43 AND
 NF1501'SOUTHBOUND US-127, GO SOUTH ON US-127 1.7 MILES TO THE STATION ON
 NF1501'THE LEFT AS DESCRIBED.
 NF1501'
 NF1501'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF EASTBOUND M-43
 NF1501'AND US-127, GO SOUTH ON US-127 0.6 MILES TO WESTBOUND I-496 RAMP.
 NF1501'THEN GO WESTERLY ON THE RAMP 0.1 MILE TO THE AZIMUTH MARK ON THE
 NF1501'LEFT AS DESCRIBED.
 NF1501'
 NF1501'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL
 NF1501'CONTROL MARK, 33012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1501'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1501'20.9 FEET EAST OF THE SOUTHBOUND US-127 CENTERLINE, 33.6 FEET SOUTH
 NF1501'SOUTHEAST OF THE SOUTH END OF A BRIDGE RAIL, 36.5 FEET WEST OF THE
 NF1501'NORTHWEST CORNER OF A CONCRETE SIGN BASE, AND 4.5 FEET NORTH OF A
 NF1501'STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1501'STAMPED HCM,FA,ROW, 33012 SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1501'CONCRETE ABOUT 44 INCHES BELOW THE GROUND SURFACE.
 NF1501'
 NF1501'REFERENCE MARK 1 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1501'1, HCM, 33012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1501'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1501'6.0 FEET SOUTHEAST OF THE SOUTH END OF A BRIDGE RAIL, 19.0 FEET
 NF1501'EAST OF THE CENTERLINE OF US-127 (SOUTHBOUND), AND 8.8 FEET WEST
 NF1501'NORTHWEST OF THE WEST END OF AN EAST-WEST GUARD RAIL.
 NF1501'
 NF1501'REFERENCE MARK 2 IS A 3-1/2 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1501'2, HCM, 33012, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1501'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE
 NF1501'GROUND.  IT IS 23.2 FEET EAST OF THE CENTERLINE OF SOUTHBOUND
 NF1501'US-127, 36 FEET SOUTH SOUTHWEST OF THE SOUTH END OF THE EAST BRIDGE
 NF1501'CURB, AND 38.3 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE
 NF1501'DIGN BASE.
 NF1501'
 NF1501'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1501'HCM, 33012, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1501'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS
 NF1501'12.4 FEET EAST OF THE CENTERLINE OF THE RAMP, 48.2 FEET SOUTHWEST
 NF1501'OF THE SOUTH END OF A BRIDGE RAIL, 6.3 FEET EAST OF A GUARD RAIL
 NF1501'AND 4.5 FEET SOUTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS
 NF1501'A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, AZI MARK SET IN THE TOP OF
 NF1501'AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE
 NF1501'GROUND SURFACE.
 NF1501'
 NF1501'NEAREST TOWN--EAST LANSING.
 NF1501'
 NF1501'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 NF1501
 NF1501                          STATION RECOVERY (1997)
 NF1501
 NF1501'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1312 ***********************************************************************
 NF1312  DESIGNATION -  33013
 NF1312  PID         -  NF1312
 NF1312  STATE/COUNTY-  MI/INGHAM
 NF1312  USGS QUAD   -  EAST LANSING (1970)
 NF1312
 NF1312                         *CURRENT SURVEY CONTROL
 NF1312  ___________________________________________________________________
 NF1312* NAD 83(1994)-  42 39 29.57785(N)    084 25 58.17543(W)     ADJUSTED  
 NF1312* NAVD 88     -       281.3    (meters)     923.     (feet)  VERTCON   
 NF1312  ___________________________________________________________________
 NF1312  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NF1312  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF1312
 NF1312  HORZ ORDER  -  SECOND
 NF1312
 NF1312.The horizontal coordinates were established by classical geodetic methods
 NF1312.and adjusted by the National Geodetic Survey in February 1997..
 NF1312
 NF1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1312
 NF1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1312
 NF1312.The geoid height was determined by GEOID03.
 NF1312
 NF1312;                    North         East     Units Scale Factor Converg.
 NF1312;SPC MI S     -   128,653.577 3,994,575.921   MT  0.99991467   -0 02 42.1
 NF1312;SPC MI S     -   422,091.79 13,105,564.05   iFT  0.99991467   -0 02 42.1
 NF1312;UTM  16      - 4,726,056.664   710,407.985   MT  1.00014470   +1 44 24.8
 NF1312
 NF1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1312!SPC MI S     -   0.99996116  x   0.99991467  =   0.99987583
 NF1312!UTM  16      -   0.99996116  x   1.00014470  =   1.00010585
 NF1312
 NF1312|---------------------------------------------------------------------|
 NF1312| PID    Reference Object                     Distance      Geod. Az  |
 NF1312|                                                           dddmmss.s |
 NF1312| CH0631 33013 RM 1                           12.794 METERS 00108     |
 NF1312| NF1310 OKEMOS TV STA WKAR MAST             APPROX. 5.1 KM 0181447.5 |
 NF1312| NF1321 LANSING TV STATION WJIM MAST        APPROX. 5.7 KM 0535830.6 |
 NF1312| NF1311 33013 MIDOT RM 2 1976                25.277 METERS 18004     |
 NF1312| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 3.4 KM 3182643.2 |
 NF1312| CH0630 33013 AZ MK                                        3591141.3 |
 NF1312|---------------------------------------------------------------------|
 NF1312
 NF1312                          SUPERSEDED SURVEY CONTROL
 NF1312
 NF1312  NAD 83(1986)-  42 39 29.57710(N)    084 25 58.19416(W) AD(       ) 2
 NF1312  NAD 27      -  42 39 29.44922(N)    084 25 58.28460(W) AD(       ) 2
 NF1312  NGVD 29 (07/19/86)  281.4    (m)          923.     (f) VERT ANG       
 NF1312
 NF1312.Superseded values are not recommended for survey control.
 NF1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1312.See file dsdata.txt to determine how the superseded data were derived.
 NF1312
 NF1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1040826057(NAD 83)
 NF1312_MARKER: DD = SURVEY DISK
 NF1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1312_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1312
 NF1312  HISTORY     - Date     Condition        Report By
 NF1312  HISTORY     - 1976     MONUMENTED       MIDH
 NF1312
 NF1312                          STATION DESCRIPTION
 NF1312
 NF1312'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1312'THE STATION IS ABOUT 4 MILES SOUTH OF OKEMOS, ABOUT 5 MILES NORTH OF
 NF1312'MASON, AND ABOUT 8 MILES SOUTHEAST OF THE CENTER OF LANSING AND IN
 NF1312'THE SOUTHEAST 1/4 OF SECTION 9 OF ALAIDON TOWNSHIP (T3N, R1W).
 NF1312'
 NF1312'TO REACH THE STATION FROM THE POST OFFICE IN OKEMOS, GO SOUTH 4.1
 NF1312'MILES TO THE STATION ON THE LEFT.
 NF1312'
 NF1312'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON OKEMOS ROAD
 NF1312'0.60 MILES TO THE MARK ON THE LEFT.
 NF1312'
 NF1312'THE STATION MARK IS A 3-1/4 INCH BRASS DISK PREMARKED HORIZONTAL
 NF1312'CONTROL MARK THE DIRECTOR SURVEY AND STAMPED 33013-MDSH AND T-1976.
 NF1312'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1312'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 29.9 FEET
 NF1312'EAST OF THE CENTER OF OKEMOS ROAD, 36.5 FEET NORTH EAST OF MAILBOX
 NF1312'NO. 26 11, 5.5 FEET NORTH OF THE WITNESS POST, AND 56.9 FEET NORTH
 NF1312'EAST OF THE NORTH END OF A METAL DRIVE CULVERT.  THE UNDERGROUND
 NF1312'MARK IS 2 INCH BRASS DISK STAMPED HCM 33013 AND IS SET IN THE TOP
 NF1312'OF A MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1312'
 NF1312'REFERENCE MARK 1, A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T HCM
 NF1312'33013-1976 RM 1, IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1312'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1312'30.5 FEET EAST OF THE CENTER OF OKEMOS ROAD, 75.7 FEET NORTHEAST
 NF1312'OF THE NORTH END OF A METAL DRIVE CULVERT, AND 74.6 FEET EAST OF A
 NF1312'CORNER FENCE POST.
 NF1312'
 NF1312'REFERENCE MARK 2, A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1312'MDSH AND T-HCM-33013-1976-RM 2, IS SET IN THE TOP OF A 12 INCH
 NF1312'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 NF1312'GROUND SURFACE.  IT IS 30.0 FEET EAST OF THE CENTER OF OKEMOS ROAD,
 NF1312'49.0 FEET SOUTH SOUTH EAST OF MAILBOX NUMBER 2611, AND 76.0 FEET
 NF1312'SOUTHEAST OF THE SOUTH END OF A METAL DRIVE CULVERT.
 NF1312'
 NF1312'THE AZIMUTH MARK, A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1312'MDSH AND T-HCM-33013-1976-AZI MARK, IS SET IN THE TOP OF A 12 INCH
 NF1312'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 NF1312'25.0 FEET WEST OF THE CENTER OF OKEMOS ROAD, 25.3 FEET SOUTH OF
 NF1312'THE CENTER OF A GRAVEL DRIVE, AND 5.0 FEET SOUTH OF THE WITNESS
 NF1312'POST.  THE UNDERGROUND MARK, A 2 INCH BRASS DISK STAMPED HCM-AZI
 NF1312'MARK-33013, IS SET IN THE TOP OF A MASS OF CONCRETE 42 INCHES BELOW
 NF1312'THE GROUND SURFACE.
 NF1312'
 NF1312'NEAREST TOWN--OKEMOS.
 NF1312'
 NF1312'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1311 ***********************************************************************
 NF1311  DESIGNATION -  33013 MIDOT RM 2 1976
 NF1311  PID         -  NF1311
 NF1311  STATE/COUNTY-  MI/INGHAM
 NF1311  USGS QUAD   -  EAST LANSING (1970)
 NF1311
 NF1311                         *CURRENT SURVEY CONTROL
 NF1311  ___________________________________________________________________
 NF1311* NAD 83(1994)-  42 39 28.75870(N)    084 25 58.17672(W)     ADJUSTED  
 NF1311* NAVD 88     -       281.9    (meters)     925.     (feet)  VERTCON   
 NF1311  ___________________________________________________________________
 NF1311  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NF1311  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF1311
 NF1311  HORZ ORDER  -  SECOND
 NF1311
 NF1311.The horizontal coordinates were established by classical geodetic methods
 NF1311.and adjusted by the National Geodetic Survey in February 1997..
 NF1311
 NF1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1311
 NF1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1311
 NF1311.The geoid height was determined by GEOID03.
 NF1311
 NF1311;                    North         East     Units Scale Factor Converg.
 NF1311;SPC MI S     -   128,628.302 3,994,575.872   MT  0.99991469   -0 02 42.1
 NF1311;SPC MI S     -   422,008.86 13,105,563.88   iFT  0.99991469   -0 02 42.1
 NF1311;UTM  16      - 4,726,031.395   710,408.724   MT  1.00014471   +1 44 24.7
 NF1311
 NF1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1311!SPC MI S     -   0.99996107  x   0.99991469  =   0.99987576
 NF1311!UTM  16      -   0.99996107  x   1.00014471  =   1.00010577
 NF1311
 NF1311|---------------------------------------------------------------------|
 NF1311| PID    Reference Object                     Distance      Geod. Az  |
 NF1311|                                                           dddmmss.s |
 NF1311| NF1312 33013                                25.277 METERS 00004     |
 NF1311| NF1314 BEAUMONT                            APPROX. 5.6 KM 3254416.0 |
 NF1311|---------------------------------------------------------------------|
 NF1311
 NF1311                          SUPERSEDED SURVEY CONTROL
 NF1311
 NF1311  NAD 83(1986)-  42 39 28.75795(N)    084 25 58.19545(W) AD(       ) 2
 NF1311  NAD 27      -  42 39 28.63006(N)    084 25 58.28588(W) AD(       ) 2
 NF1311  NGVD 29 (07/19/86)  282.0    (m)          925.     (f) VERT ANG       
 NF1311
 NF1311.Superseded values are not recommended for survey control.
 NF1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1311.See file dsdata.txt to determine how the superseded data were derived.
 NF1311
 NF1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1040926031(NAD 83)
 NF1311_MARKER: DD = SURVEY DISK
 NF1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1311+STABILITY: SURFACE MOTION
 NF1311
 NF1311  HISTORY     - Date     Condition        Report By
 NF1311  HISTORY     - 1976     MONUMENTED       MIDH
 NF1311
 NF1311                          STATION DESCRIPTION
 NF1311
 NF1311'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1311'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED
 NF1311'MDSH AND T-HCM-33013-1976-RM 2, SET IN THE TOP OF A 12 INCH
 NF1311'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE
 NF1311'GROUND SURFACE.  IT IS 30.0 FEET EAST OF THE CENTER OF OKEMOS ROAD,
 NF1311'49.0 FEET SOUTH SOUTHEAST OF MAILBOX NUMBER 2611 AND 76.0 FEET
 NF1311'SOUTHEAST OF THE SOUTH END OF A METAL DRIVE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1262 ***********************************************************************
 NF1262  DESIGNATION -  33014
 NF1262  PID         -  NF1262
 NF1262  STATE/COUNTY-  MI/INGHAM
 NF1262  USGS QUAD   -  PERRY (1972)
 NF1262
 NF1262                         *CURRENT SURVEY CONTROL
 NF1262  ___________________________________________________________________
 NF1262* NAD 83(1994)-  42 46 12.90091(N)    084 13 33.11472(W)     ADJUSTED  
 NF1262* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 NF1262  ___________________________________________________________________
 NF1262  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 NF1262  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF1262
 NF1262  HORZ ORDER  -  SECOND
 NF1262
 NF1262.The horizontal coordinates were established by classical geodetic methods
 NF1262.and adjusted by the National Geodetic Survey in February 1997..
 NF1262
 NF1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1262
 NF1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1262
 NF1262.The geoid height was determined by GEOID03.
 NF1262
 NF1262;                    North         East     Units Scale Factor Converg.
 NF1262;SPC MI S     -   141,105.539 4,011,522.716   MT  0.99990888   +0 05 45.0
 NF1262;SPC MI S     -   462,944.68 13,161,163.77   iFT  0.99990888   +0 05 45.0
 NF1262;UTM  16      - 4,739,034.626   726,962.834   MT  1.00023378   +1 53 04.6
 NF1262
 NF1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1262!SPC MI S     -   0.99996255  x   0.99990888  =   0.99987144
 NF1262!UTM  16      -   0.99996255  x   1.00023378  =   1.00019633
 NF1262
 NF1262|---------------------------------------------------------------------|
 NF1262| PID    Reference Object                     Distance      Geod. Az  |
 NF1262|                                                           dddmmss.s |
 NF1262| CH0633 33014 RM 1                            7.598 METERS 12206     |
 NF1262| CH0632 33014 AZ MK                                        1762949.2 |
 NF1262| NF1261 33014 MIDOT RM 2 1976                28.461 METERS 30128     |
 NF1262|---------------------------------------------------------------------|
 NF1262
 NF1262                          SUPERSEDED SURVEY CONTROL
 NF1262
 NF1262  NAD 83(1986)-  42 46 12.90035(N)    084 13 33.13475(W) AD(       ) 2
 NF1262  NAD 27      -  42 46 12.77793(N)    084 13 33.25016(W) AD(       ) 2
 NF1262  NGVD 29 (07/19/86)  272.1    (m)          893.     (f) VERT ANG       
 NF1262
 NF1262.Superseded values are not recommended for survey control.
 NF1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1262.See file dsdata.txt to determine how the superseded data were derived.
 NF1262
 NF1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2696339035(NAD 83)
 NF1262_MARKER: DD = SURVEY DISK
 NF1262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1262_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1262+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1262
 NF1262  HISTORY     - Date     Condition        Report By
 NF1262  HISTORY     - 1976     MONUMENTED       MIDH
 NF1262  HISTORY     - 20060429 GOOD             USPSQD
 NF1262
 NF1262                          STATION DESCRIPTION
 NF1262
 NF1262'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1262'THE STATION IS ABOUT 4-1/2 MILES SOUTH OF PERRY ON M-52 IN INGHAM
 NF1262'COUNTY, LOCKE TOWNSHIP, T4N, R2E, SECTION 4 ON STATE RIGHT OF WAY.
 NF1262'
 NF1262'TO REACH THE STATION FROM THE US POST OFFICE IN PERRY, GO SOUTH ON
 NF1262'M-52 4.45 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1262'
 NF1262'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON M-52 0.45
 NF1262'MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1262'
 NF1262'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1262'CONTROL MARK, 33014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1262'CYLINDRICAL CONCRETE MONUMENT THAT IN FLUSH WITH GROUND SURFACE.
 NF1262'IT IS 40.4 FEET EAST OF CENTER LINE M-52, 27 FEET WEST OF ROW
 NF1262'FENCE, 99 FEET NORTH NORTHWEST OF TELEPHONE PEDESTAL, AND 4 FEET
 NF1262'NORTH NORTHWEST OF WITNESS POST.
 NF1262'
 NF1262'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1262'33014.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1262'BELOW GROUND SURFACE.
 NF1262'
 NF1262'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1262'1, HCM, 33014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1262'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND
 NF1262'SURFACE.  IT IS 60.8 FEET EAST OF CENTER LINE M-52, 6.8 FEET WEST
 NF1262'OF ROW FENCE, AND 81.8 FEET NORTH NORTHWEST OF TELEPHONE PEDESTAL.
 NF1262'
 NF1262'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK
 NF1262'2, HCM, 33014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1262'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1262'IT IS 37 FEET OF CENTER LINE M-52, AND 164 FEET NORTH NORTHEAST OF
 NF1262'CONCRETE FENCE POST EAST END.
 NF1262'
 NF1262'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1262'HCM, 33014 1976, AZI MARK.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1262'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  THE
 NF1262'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, 33014.
 NF1262'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NF1262'GROUND SURFACE.  THE STATION IS 53 FEET EAST OF CENTER LINE M-52,
 NF1262'114 FEET SOUTH OF POWER POLE, 12.8 FEET WEST OF 4-RAIL WOOD
 NF1262'FENCE, AND 3.5 FEET NORTH OF WITNESS POST.
 NF1262'
 NF1262'NEAREST TOWN--PERRY.
 NF1262'
 NF1262'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1262
 NF1262                          STATION RECOVERY (2006)
 NF1262
 NF1262'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1262'AZIMUTH MARKER FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1261 ***********************************************************************
 NF1261  DESIGNATION -  33014 MIDOT RM 2 1976
 NF1261  PID         -  NF1261
 NF1261  STATE/COUNTY-  MI/INGHAM
 NF1261  USGS QUAD   -  PERRY (1972)
 NF1261
 NF1261                         *CURRENT SURVEY CONTROL
 NF1261  ___________________________________________________________________
 NF1261* NAD 83(1994)-  42 46 13.38239(N)    084 13 34.18248(W)     ADJUSTED  
 NF1261* NAVD 88     -       272.8    (meters)     895.     (feet)  VERTCON   
 NF1261  ___________________________________________________________________
 NF1261  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 NF1261  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF1261
 NF1261  HORZ ORDER  -  SECOND
 NF1261
 NF1261.The horizontal coordinates were established by classical geodetic methods
 NF1261.and adjusted by the National Geodetic Survey in February 1997..
 NF1261
 NF1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1261
 NF1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1261
 NF1261.The geoid height was determined by GEOID03.
 NF1261
 NF1261;                    North         East     Units Scale Factor Converg.
 NF1261;SPC MI S     -   141,120.355 4,011,498.419   MT  0.99990887   +0 05 44.2
 NF1261;SPC MI S     -   462,993.29 13,161,084.05   iFT  0.99990887   +0 05 44.2
 NF1261;UTM  16      - 4,739,048.680   726,938.078   MT  1.00023364   +1 53 03.9
 NF1261
 NF1261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1261!SPC MI S     -   0.99996243  x   0.99990887  =   0.99987130
 NF1261!UTM  16      -   0.99996243  x   1.00023364  =   1.00019606
 NF1261
 NF1261|---------------------------------------------------------------------|
 NF1261| PID    Reference Object                     Distance      Geod. Az  |
 NF1261|                                                           dddmmss.s |
 NF1261| NF1262 33014                                28.461 METERS 12128     |
 NF1261| NF1332 CLARK 1932 RM 3 1970                APPROX. 5.8 KM 2684815.8 |
 NF1261|---------------------------------------------------------------------|
 NF1261
 NF1261                          SUPERSEDED SURVEY CONTROL
 NF1261
 NF1261  NAD 83(1986)-  42 46 13.38181(N)    084 13 34.20250(W) AD(       ) 2
 NF1261  NAD 27      -  42 46 13.25941(N)    084 13 34.31788(W) AD(       ) 2
 NF1261  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG       
 NF1261
 NF1261.Superseded values are not recommended for survey control.
 NF1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1261.See file dsdata.txt to determine how the superseded data were derived.
 NF1261
 NF1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2693839049(NAD 83)
 NF1261_MARKER: DD = SURVEY DISK
 NF1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1261+STABILITY: SURFACE MOTION
 NF1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1261+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1261
 NF1261  HISTORY     - Date     Condition        Report By
 NF1261  HISTORY     - 1976     MONUMENTED       MIDH
 NF1261  HISTORY     - 20060429 GOOD             USPSQD
 NF1261
 NF1261                          STATION DESCRIPTION
 NF1261
 NF1261'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1261'STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2,
 NF1261'HCM, 33014, MDSH AND T, 1976, SET IN THE TOP OF A 12 INCH
 NF1261'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT
 NF1261'IS 37 FEET FROM THE CENTER LINE OF M-52 AND 164 FEET NORTH
 NF1261'NORTHEAST OF CONCRETE FENCE POST EAST END.
 NF1261
 NF1261                          STATION RECOVERY (2006)
 NF1261
 NF1261'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1261'REFERENCE MARKER 2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1740 ***********************************************************************
 NF1740  DESIGNATION -  33015
 NF1740  PID         -  NF1740
 NF1740  STATE/COUNTY-  MI/INGHAM
 NF1740  USGS QUAD   -  WILLIAMSTON (1970)
 NF1740
 NF1740                         *CURRENT SURVEY CONTROL
 NF1740  ___________________________________________________________________
 NF1740* NAD 83(1994)-  42 39 58.51904(N)    084 19 50.33327(W)     ADJUSTED  
 NF1740* NAVD 88     -       274.6    (meters)     901.     (feet)  VERTCON   
 NF1740  ___________________________________________________________________
 NF1740  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 NF1740  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF1740
 NF1740  HORZ ORDER  -  FIRST
 NF1740
 NF1740.The horizontal coordinates were established by classical geodetic methods
 NF1740.and adjusted by the National Geodetic Survey in February 1997..
 NF1740
 NF1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1740
 NF1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1740
 NF1740.The geoid height was determined by GEOID03.
 NF1740
 NF1740;                    North         East     Units Scale Factor Converg.
 NF1740;SPC MI S     -   129,545.047 4,002,952.578   MT  0.99991413   +0 01 28.2
 NF1740;SPC MI S     -   425,016.56 13,133,046.52   iFT  0.99991413   +0 01 28.2
 NF1740;UTM  16      - 4,727,208.956   718,754.909   MT  1.00018878   +1 48 35.3
 NF1740
 NF1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1740!SPC MI S     -   0.99996219  x   0.99991413  =   0.99987632
 NF1740!UTM  16      -   0.99996219  x   1.00018878  =   1.00015096
 NF1740
 NF1740                          SUPERSEDED SURVEY CONTROL
 NF1740
 NF1740  NAD 83(1986)-  42 39 58.52008(N)    084 19 50.35551(W) AD(       ) 1
 NF1740  NGVD 29 (08/17/92)  274.7    (m)          901.     (f) VERT ANG       
 NF1740
 NF1740.Superseded values are not recommended for survey control.
 NF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1740.See file dsdata.txt to determine how the superseded data were derived.
 NF1740
 NF1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1875527209(NAD 83)
 NF1740_MARKER: DD = SURVEY DISK
 NF1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1740_SP_SET: CONCRETE POST
 NF1740_STAMPING: HCM 33015 1989
 NF1740_MARK LOGO: MIDH  
 NF1740_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1740+STABILITY: SURFACE MOTION
 NF1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1740+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1740
 NF1740  HISTORY     - Date     Condition        Report By
 NF1740  HISTORY     - 1989     MONUMENTED       MIDH
 NF1740
 NF1740                          STATION DESCRIPTION
 NF1740
 NF1740'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1740'STATION IS LOCATED IN QUAD. 420841, ABOUT 2.75 MI (4.43 KM) SOUTHWEST
 NF1740'OF WILLIAMSTON, 6.0 MI (9.7 KM) SOUTHEAST FROM OKEMOS, 8.0 MI
 NF1740'(12.9 KM) NORTHEAST OF MASON, NEAR THE CENTER OF SEC. 9, T-3-N,
 NF1740'R-1-E, IN WHEATFIELD TWP, ON HIGHWAY RIGHT-OF-WAY, 1.0 MI (1.6 KM)
 NF1740'WEST OF ZIMMERS ROAD, 1.9 MI (3.1 KM) EAST OF MERIDIAN ROAD AND ALONG
 NF1740'THE NORTH SIDE OF I-96 WEST BOUND VERY NEAR MILE MARKER 115.
 NF1740'TO REACH FROM THE STOPLIGHT IN WILLIAMSON, AT THE INTERSECTION OF M-43
 NF1740'(GRAND RIVER AVE.) AND WILLIAMSON ROAD, GO SOUTH ON WILLIAMSTON ROAD
 NF1740'FOR 1.5 MI (2.4 KM) TO THE WEST BOUND ON RAMP FOR I-96.  TURN RIGHT
 NF1740'AND GO WEST ON I-96 FOR 2.5 MI (4.0 KM) TO STATION ON RIGHT AT MILE
 NF1740'MARKER 115. IT IS 5.0 FT (1.5 M) SOUTH FROM A METAL WITNESS POST, 8.0
 NF1740'FT (2.4 M) NORTHEAST FROM MILE MARKER 115, 39.0 FT (11.9 M) NORTH
 NF1740'FROM CENTER OF WEST BOUND LANES OF I-96, AND 62.0 FT (18.9 M)
 NF1740'SOUTHERLY OF THE NORTH RIGHT-OF-WAY FENCE AND 88 FT (26.8 M) SOUTHEAST
 NF1740'FROM A SMALL PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1741 ***********************************************************************
 NF1741  DESIGNATION -  33016
 NF1741  PID         -  NF1741
 NF1741  STATE/COUNTY-  MI/INGHAM
 NF1741  USGS QUAD   -  WILLIAMSTON (1970)
 NF1741
 NF1741                         *CURRENT SURVEY CONTROL
 NF1741  ___________________________________________________________________
 NF1741* NAD 83(1994)-  42 39 59.04096(N)    084 18 42.57848(W)     ADJUSTED  
 NF1741* NAVD 88     -       280.5    (meters)     920.     (feet)  VERTCON   
 NF1741  ___________________________________________________________________
 NF1741  LAPLACE CORR-           3.40  (seconds)                    DEFLEC99
 NF1741  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF1741
 NF1741  HORZ ORDER  -  FIRST
 NF1741
 NF1741.The horizontal coordinates were established by classical geodetic methods
 NF1741.and adjusted by the National Geodetic Survey in February 1997..
 NF1741
 NF1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1741
 NF1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1741
 NF1741.The geoid height was determined by GEOID03.
 NF1741
 NF1741;                    North         East     Units Scale Factor Converg.
 NF1741;SPC MI S     -   129,561.983 4,004,495.379   MT  0.99991412   +0 02 14.4
 NF1741;SPC MI S     -   425,072.12 13,138,108.20   iFT  0.99991412   +0 02 14.4
 NF1741;UTM  16      - 4,727,273.966   720,296.863   MT  1.00019711   +1 49 21.3
 NF1741
 NF1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1741!SPC MI S     -   0.99996125  x   0.99991412  =   0.99987537
 NF1741!UTM  16      -   0.99996125  x   1.00019711  =   1.00015835
 NF1741
 NF1741                          SUPERSEDED SURVEY CONTROL
 NF1741
 NF1741  NAD 83(1986)-  42 39 59.04220(N)    084 18 42.60073(W) AD(       ) 1
 NF1741  NGVD 29 (08/17/92)  280.6    (m)          921.     (f) VERT ANG       
 NF1741
 NF1741.Superseded values are not recommended for survey control.
 NF1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1741.See file dsdata.txt to determine how the superseded data were derived.
 NF1741
 NF1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2029727274(NAD 83)
 NF1741_MARKER: DD = SURVEY DISK
 NF1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1741_SP_SET: CONCRETE POST
 NF1741_STAMPING: HCM 33016 1989
 NF1741_MARK LOGO: MIDH  
 NF1741_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1741+STABILITY: SURFACE MOTION
 NF1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1741+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1741
 NF1741  HISTORY     - Date     Condition        Report By
 NF1741  HISTORY     - 1989     MONUMENTED       MIDH
 NF1741  HISTORY     - 20040424 GOOD             USPSQD
 NF1741
 NF1741                          STATION DESCRIPTION
 NF1741
 NF1741'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1741'STATION IS LOCATED IN QUAD. 420841, ABOUT 2.2 MI (3.5 KM) SOUTHWEST
 NF1741'FROM THE CENTER OF WILLIAMSTON, 7.3 MI (11.7 KM) NORTH FROM THE
 NF1741'CENTER OF DANSVILLE, 12.7 MI (20.4 KM) SOUTHEAST FROM THE MICHIGAN
 NF1741'STATE CAPITAL BUILDING IN LANSING, NEAR THE CENTER OF SEC. 10, T-3-N,
 NF1741'R-1-E, IN WHEATFIELD TWP. AND ON THE WEST SIDE OF THE NORTH
 NF1741'EMBANKMENT OF ZIMMER ROAD OVER I-96 AND ON HIGHWAY RIGHT-OF-WAY.
 NF1741'TO REACH FROM THE STOPLIGHT IN THE CENTER OF WILLIAMSTON AT THE
 NF1741'INTERSECTION OF M-43 (GRAND RIVER AVE.) AND WILLIAMSTON ROAD, GO WEST
 NF1741'ON M-43 FOR 1.6 MI (2.6 KM) TO A CROSSROAD (ZIMMER ROAD).  TURN LEFT
 NF1741'AND GO SOUTH ON ZIMMER ROAD FOR 1.75 MI (2.82 KM) TO THE NORTHWEST
 NF1741'CORNER OF THE BRIDGE OVERPASS OF I-96 AND THE STATION IN THE
 NF1741'NORTHWEST EMBANKMENT OF THIS OVERPASS. IT IS 3.0 FT (0.9 M) WEST FROM
 NF1741'THE WEST GUARDRAIL, 18.0 FT (5.5 M) WEST FROM THE CENTER OF ZIMMER
 NF1741'ROAD, 7.0 FT (2.1 M) NORTH FROM THE NORTH END OF THE NORTHWEST
 NF1741'ABUTMENT OF BRIDGE AND 5.0 FT (1.5 M) NORTHWEST FROM A METAL WITNESS
 NF1741'POST.
 NF1741
 NF1741                          STATION RECOVERY (2004)
 NF1741
 NF1741'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1742 ***********************************************************************
 NF1742  DESIGNATION -  33017
 NF1742  PID         -  NF1742
 NF1742  STATE/COUNTY-  MI/INGHAM
 NF1742  USGS QUAD   -  WILLIAMSTON (1970)
 NF1742
 NF1742                         *CURRENT SURVEY CONTROL
 NF1742  ___________________________________________________________________
 NF1742* NAD 83(1994)-  42 39 56.08014(N)    084 18 02.15543(W)     ADJUSTED  
 NF1742* NAVD 88     -       268.2    (meters)     880.     (feet)  VERTCON   
 NF1742  ___________________________________________________________________
 NF1742  X           -     466,494.083 (meters)                     COMP
 NF1742  Y           -  -4,674,162.221 (meters)                     COMP
 NF1742  Z           -   4,300,416.667 (meters)                     COMP
 NF1742  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 NF1742  ELLIP HEIGHT-         234.70  (meters)          (07/17/02) GPS OBS
 NF1742  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF1742
 NF1742  HORZ ORDER  -  FIRST
 NF1742  ELLP ORDER  -  FOURTH    CLASS I
 NF1742
 NF1742.The horizontal coordinates were established by GPS observations
 NF1742.and adjusted by the National Geodetic Survey in February 1997..
 NF1742
 NF1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1742
 NF1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1742
 NF1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1742
 NF1742.The ellipsoidal height was determined by GPS observations
 NF1742.and is referenced to NAD 83.
 NF1742
 NF1742.The geoid height was determined by GEOID03.
 NF1742
 NF1742;                    North         East     Units Scale Factor Converg.
 NF1742;SPC MI S     -   129,471.289 4,005,415.902   MT  0.99991418   +0 02 41.9
 NF1742;SPC MI S     -   424,774.57 13,141,128.29   iFT  0.99991418   +0 02 41.9
 NF1742;UTM  16      - 4,727,211.976   721,220.028   MT  1.00020213   +1 49 48.6
 NF1742
 NF1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1742!SPC MI S     -   0.99996319  x   0.99991418  =   0.99987738
 NF1742!UTM  16      -   0.99996319  x   1.00020213  =   1.00016532
 NF1742
 NF1742                          SUPERSEDED SURVEY CONTROL
 NF1742
 NF1742  ELLIP H (02/03/97)  234.75   (m)                       GP(       ) 4 1
 NF1742  NAD 83(1986)-  42 39 56.08149(N)    084 18 02.17768(W) AD(       ) 1
 NF1742  NGVD 29 (08/17/92)  268.4    (m)          881.     (f) GPS OBS        
 NF1742
 NF1742.Superseded values are not recommended for survey control.
 NF1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1742.See file dsdata.txt to determine how the superseded data were derived.
 NF1742
 NF1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2122027212(NAD 83)
 NF1742_MARKER: DD = SURVEY DISK
 NF1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1742_SP_SET: CONCRETE POST
 NF1742_STAMPING: HCM 33017 1989
 NF1742_MARK LOGO: MIDH  
 NF1742_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1742+STABILITY: SURFACE MOTION
 NF1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1742+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1990
 NF1742
 NF1742  HISTORY     - Date     Condition        Report By
 NF1742  HISTORY     - 1989     MONUMENTED       MIDH
 NF1742  HISTORY     - 19901030 GOOD
 NF1742
 NF1742                          STATION DESCRIPTION
 NF1742
 NF1742'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1742'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.8 MI (2.9 KM) SOUTHWEST
 NF1742'FROM WILLIAMSTON, 7.0 MI (11.3 KM) SOUTHEAST OF OKEMOS, 9.0 MI
 NF1742'(14.5 KM) NORTHEAST OF MASON, NEAR THE WEST SECTION LINE, IN SEC. 11,
 NF1742'T-3-N, R-1-E, WHEATFIELD TWP., ABOUT 0.55 MI (0.89 KM) EAST OF THE
 NF1742'ZIMMER ROAD BRIDGE OVER I-96 AND ON HIGHWAY RIGHT-OF-WAY.
 NF1742'TO REACH FROM THE STOPLIGHT AT THE INTERSECTION OF M-43 (GRAND RIVER
 NF1742'AVE.) AND WILLIAMSTON ROAD IN THE CENTER OF WILLIAMSTON, GO SOUTH ON
 NF1742'WILLIAMSTON ROAD FOR 1.5 MI (2.4 KM) TO INTERSTATE HIGHWAY I-96 WEST
 NF1742'BOUND ON RAMP.  TURN RIGHT AND GO WEST ONTO I-96 FOR 1.0 MI (1.6 KM)
 NF1742'TO STATION ON THE SOUTHERLY SIDE OF HIGHWAY MEDIAN STRIP BETWEEN THE
 NF1742'EAST AND WEST BOUND LANES OF I-96.  IT IS 22.0 FT (6.7 M) NORTH FROM
 NF1742'THE CENTER OF I-96 EAST BOUND, 10.0 FT (3.0 M) SOUTH FROM A METAL
 NF1742'WITNESS POST AND ABOUT 2900.0 FT (883.9 M) EAST OF ZIMMER ROAD
 NF1742'BRIDGE.
 NF1742
 NF1742                          STATION RECOVERY (1990)
 NF1742
 NF1742'RECOVERED 1990
 NF1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1743 ***********************************************************************
 NF1743  DESIGNATION -  33018
 NF1743  PID         -  NF1743
 NF1743  STATE/COUNTY-  MI/INGHAM
 NF1743  USGS QUAD   -  WILLIAMSTON (1970)
 NF1743
 NF1743                         *CURRENT SURVEY CONTROL
 NF1743  ___________________________________________________________________
 NF1743* NAD 83(1994)-  42 39 53.98608(N)    084 16 55.86120(W)     ADJUSTED  
 NF1743* NAVD 88     -       279.1    (meters)     916.     (feet)  VERTCON   
 NF1743  ___________________________________________________________________
 NF1743  LAPLACE CORR-           3.30  (seconds)                    DEFLEC99
 NF1743  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF1743
 NF1743  HORZ ORDER  -  FIRST
 NF1743
 NF1743.The horizontal coordinates were established by classical geodetic methods
 NF1743.and adjusted by the National Geodetic Survey in February 1997..
 NF1743
 NF1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1743
 NF1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1743
 NF1743.The geoid height was determined by GEOID03.
 NF1743
 NF1743;                    North         East     Units Scale Factor Converg.
 NF1743;SPC MI S     -   129,408.027 4,006,925.537   MT  0.99991422   +0 03 27.0
 NF1743;SPC MI S     -   424,567.02 13,146,081.16   iFT  0.99991422   +0 03 27.0
 NF1743;UTM  16      - 4,727,195.769   722,731.342   MT  1.00021038   +1 50 33.5
 NF1743
 NF1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1743!SPC MI S     -   0.99996147  x   0.99991422  =   0.99987569
 NF1743!UTM  16      -   0.99996147  x   1.00021038  =   1.00017184
 NF1743
 NF1743                          SUPERSEDED SURVEY CONTROL
 NF1743
 NF1743  NAD 83(1986)-  42 39 53.98755(N)    084 16 55.88346(W) AD(       ) 1
 NF1743  NGVD 29 (08/17/92)  279.2    (m)          916.     (f) VERT ANG       
 NF1743
 NF1743.Superseded values are not recommended for survey control.
 NF1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1743.See file dsdata.txt to determine how the superseded data were derived.
 NF1743
 NF1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2273127196(NAD 83)
 NF1743_MARKER: DD = SURVEY DISK
 NF1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1743_SP_SET: CONCRETE POST
 NF1743_STAMPING: HCM 33018 1989
 NF1743_MARK LOGO: MIDH  
 NF1743_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1743+STABILITY: SURFACE MOTION
 NF1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1743+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1743
 NF1743  HISTORY     - Date     Condition        Report By
 NF1743  HISTORY     - 1989     MONUMENTED       MIDH
 NF1743  HISTORY     - 20060429 GOOD             USPSQD
 NF1743
 NF1743                          STATION DESCRIPTION
 NF1743
 NF1743'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1743'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.6 MI (2.6 KM) SOUTH OF
 NF1743'WILLIAMSTON, 10.0 MI (16.1 KM) NORTHEAST OF MASON, 14.0 MI (22.5 KM)
 NF1743'SOUTHEAST OF THE MICHIGAN STATE CAPITALBUILDING IN LANSING, NEAR THE
 NF1743'EAST QUARTER CORNER OF SEC. 11, T-3-N, R-1-E, IN WHEATFIELD TWP., AND
 NF1743'ON HIGHWAY RIGHT-OF-WAY.
 NF1743'TO REACH FROM THE TRAFFIC LIGHT IN THE CENTER OF WILLIAMSTON, AT THE
 NF1743'INTERSECTION OF M-43 (GRAND RIVER AVE.) AND WILLIAMSTON ROAD, GO
 NF1743'SOUTH ON WILLIAMSTON RAD 1.65 MI (2.66 KM) TO THE SOUTH EMBANKMENT OF
 NF1743'WILLIAMSTON ROAD OVER INTERSTATE HIGHWAY I-96 AND THE STATION ON THE
 NF1743'RIGHT.  IT IS ABOUT 2.0 FT (0.6 M) WEST OF THE WEST GUARDRAIL, 5.0 FT
 NF1743'(1.5 M) NORTHEAST FROM A METAL WITNESS POST, 106.0 FT (32.3 M)  WEST
 NF1743'FROM THE CENTER OF WILLIAMSTON ROAD AND 143.0 FT (43.6 M) SOUTH FROM
 NF1743'THE SOUTH BRIDGE ABUTMENT.
 NF1743
 NF1743                          STATION RECOVERY (2006)
 NF1743
 NF1743'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1744 ***********************************************************************
 NF1744  DESIGNATION -  33019
 NF1744  PID         -  NF1744
 NF1744  STATE/COUNTY-  MI/INGHAM
 NF1744  USGS QUAD   -  WEBBERVILLE (1973)
 NF1744
 NF1744                         *CURRENT SURVEY CONTROL
 NF1744  ___________________________________________________________________
 NF1744* NAD 83(1994)-  42 39 23.67169(N)    084 11 39.09248(W)     ADJUSTED  
 NF1744* NAVD 88     -       273.9    (meters)     899.     (feet)  VERTCON   
 NF1744  ___________________________________________________________________
 NF1744  X           -     475,242.857 (meters)                     COMP
 NF1744  Y           -  -4,673,966.453 (meters)                     COMP
 NF1744  Z           -   4,299,685.318 (meters)                     COMP
 NF1744  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 NF1744  ELLIP HEIGHT-         240.72  (meters)          (07/17/02) GPS OBS
 NF1744  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF1744
 NF1744  HORZ ORDER  -  FIRST
 NF1744  ELLP ORDER  -  FOURTH    CLASS I
 NF1744
 NF1744.The horizontal coordinates were established by GPS observations
 NF1744.and adjusted by the National Geodetic Survey in February 1997..
 NF1744
 NF1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1744
 NF1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1744
 NF1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1744
 NF1744.The ellipsoidal height was determined by GPS observations
 NF1744.and is referenced to NAD 83.
 NF1744
 NF1744.The geoid height was determined by GEOID03.
 NF1744
 NF1744;                    North         East     Units Scale Factor Converg.
 NF1744;SPC MI S     -   128,483.697 4,014,140.578   MT  0.99991479   +0 07 02.5
 NF1744;SPC MI S     -   421,534.44 13,169,752.55   iFT  0.99991479   +0 07 02.5
 NF1744;UTM  16      - 4,726,496.398   729,973.961   MT  1.00025073   +1 54 07.4
 NF1744
 NF1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1744!SPC MI S     -   0.99996225  x   0.99991479  =   0.99987704
 NF1744!UTM  16      -   0.99996225  x   1.00025073  =   1.00021297
 NF1744
 NF1744                          SUPERSEDED SURVEY CONTROL
 NF1744
 NF1744  ELLIP H (02/03/97)  240.79   (m)                       GP(       ) 4 1
 NF1744  NAD 83(1986)-  42 39 23.67315(N)    084 11 39.11483(W) AD(       ) 1
 NF1744  NGVD 29 (08/17/92)  274.1    (m)          899.     (f) GPS OBS        
 NF1744
 NF1744.Superseded values are not recommended for survey control.
 NF1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1744.See file dsdata.txt to determine how the superseded data were derived.
 NF1744
 NF1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2997426496(NAD 83)
 NF1744_MARKER: DD = SURVEY DISK
 NF1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1744_SP_SET: CONCRETE POST
 NF1744_STAMPING: HCM 33019 1989
 NF1744_MARK LOGO: MIDH  
 NF1744_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1744+STABILITY: SURFACE MOTION
 NF1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1744+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1990
 NF1744
 NF1744  HISTORY     - Date     Condition        Report By
 NF1744  HISTORY     - 1989     MONUMENTED       MIDH
 NF1744  HISTORY     - 19901109 GOOD
 NF1744  HISTORY     - 20040424 GOOD             USPSQD
 NF1744
 NF1744                          STATION DESCRIPTION
 NF1744
 NF1744'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1744'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.0 MI (1.6 KM) SOUTHWEST OF
 NF1744'THE CENTER OF WEBERVILLE, 4.7 MI (7.6 KM) SOUTHEAST OF WILLIAMSTON,
 NF1744'8.7 MI (14.0 KM) NORTHEAST OF DANSVILLE, NEAR THE SOUTH LINE OF SEC
 NF1744'10, T-3-N, R-2-E, LEROY TWP AND ON HIGHWAY RIGHT-OF-WAY. IT IS EAST
 NF1744'OF M-52 SOUTH AND BETWEEN INTERSTATE HIGHWAY I-96 EAST BOUND ROADWAY
 NF1744'AND THE EAST BOUND ON RAMP TO I-96 FROM M-52.
 NF1744'TO REACH FROM THE TRAFFIC LIGHT AT THE INTERSECTION OF M-43 (GRAND
 NF1744'RIVER AVE.) AND WILLIAMSTON RD. GO EAST ON M-43 FOR 4.6 MI (7.4 KM)
 NF1744'TO M-52 SOUTH.  TURN RIGHT AND GO SOUTH ON M-52 FOR 0.9 MI (1.4 KM) TO
 NF1744'INTERSTATE HIGHWAY I-96 EAST BOUND ON RAMP.  TURN LEFT AND GO
 NF1744'NORTHEASTERLY ON I-96 ON RAMP FOR 0.2 MI (0.3 KM) TO THE STATION ON
 NF1744'THE LEFT.  IT IS ABOUT 4.7 FT (1.4 M) NORTH OF THE NORTHERLY EDGE OF
 NF1744'THE RAMP PAVEMENT, 4.9 FT (1.5 M) NORTH FROM A METAL WITNESS POST,
 NF1744'72.4 FT (22.1 M) SOUTH OF THE CENTER OF THE CENTER OF THE MEDIUM
 NF1744'BETWEEN THE EAST AND WEST BOUND LANES OF I-96, 73.8 FT (22.5 M) SOUTH
 NF1744'FROM THE CENTER OF EAST BOUND I-96 AND 125.0 FT (38.1 M) WEST FROM A
 NF1744'MERGE ROAD SIGN AT THE BEGINNING OF THE PAVEMENT GORE EXTENDING
 NF1744'EASTWARD.
 NF1744
 NF1744                          STATION RECOVERY (1990)
 NF1744
 NF1744'RECOVERED 1990
 NF1744'RECOVERED IN GOOD CONDITION.
 NF1744
 NF1744                          STATION RECOVERY (2004)
 NF1744
 NF1744'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1745 ***********************************************************************
 NF1745  DESIGNATION -  33020
 NF1745  PID         -  NF1745
 NF1745  STATE/COUNTY-  MI/INGHAM
 NF1745  USGS QUAD   -  WEBBERVILLE (1973)
 NF1745
 NF1745                         *CURRENT SURVEY CONTROL
 NF1745  ___________________________________________________________________
 NF1745* NAD 83(1994)-  42 39 05.70400(N)    084 10 40.40485(W)     ADJUSTED  
 NF1745* NAVD 88     -       276.2    (meters)     906.     (feet)  VERTCON   
 NF1745  ___________________________________________________________________
 NF1745  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 NF1745  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF1745
 NF1745  HORZ ORDER  -  SECOND
 NF1745
 NF1745.The horizontal coordinates were established by classical geodetic methods
 NF1745.and adjusted by the National Geodetic Survey in February 1997..
 NF1745
 NF1745.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1745
 NF1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1745
 NF1745.The geoid height was determined by GEOID03.
 NF1745
 NF1745;                    North         East     Units Scale Factor Converg.
 NF1745;SPC MI S     -   127,932.180 4,015,478.374   MT  0.99991514   +0 07 42.5
 NF1745;SPC MI S     -   419,725.00 13,174,141.65   iFT  0.99991514   +0 07 42.5
 NF1745;UTM  16      - 4,725,986.637   731,328.743   MT  1.00025842   +1 54 46.6
 NF1745
 NF1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1745!SPC MI S     -   0.99996190  x   0.99991514  =   0.99987704
 NF1745!UTM  16      -   0.99996190  x   1.00025842  =   1.00022031
 NF1745
 NF1745                          SUPERSEDED SURVEY CONTROL
 NF1745
 NF1745  NAD 83(1986)-  42 39 05.70539(N)    084 10 40.42729(W) AD(       ) 2
 NF1745  NGVD 29 (08/17/92)  276.3    (m)          906.     (f) VERT ANG       
 NF1745
 NF1745.Superseded values are not recommended for survey control.
 NF1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1745.See file dsdata.txt to determine how the superseded data were derived.
 NF1745
 NF1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3132925987(NAD 83)
 NF1745_MARKER: DD = SURVEY DISK
 NF1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1745_SP_SET: CONCRETE POST
 NF1745_STAMPING: HCM 33020 1989
 NF1745_MARK LOGO: MIDH  
 NF1745_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1745+STABILITY: SURFACE MOTION
 NF1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1745+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1745
 NF1745  HISTORY     - Date     Condition        Report By
 NF1745  HISTORY     - 1989     MONUMENTED       MIDH
 NF1745  HISTORY     - 20040424 GOOD             USPSQD
 NF1745  HISTORY     - 20060429 GOOD             USPSQD
 NF1745
 NF1745                          STATION DESCRIPTION
 NF1745
 NF1745'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1745'STATION IS LOCATED IN QUAD. 420841, ABOUT 1.1 MI (1.8 KM) SOUTH OF THE
 NF1745'CENTER OF WEBBERVILLE, 8.75 MI (14.08 KM) NORTHEAST OF DANSVILLE,
 NF1745'NEAR THE CENTER OF SEC. 14, T-3-N, R-2-E, LEROY TWP, AND ON THE EAST
 NF1745'SIDE OF THE SOUTH EMBANKMENT OF ELM ROAD OVER INTERSTATE HIGHWAY I-96
 NF1745'AND ON HIGHWAY RIGHT-OF-WAY.
 NF1745'TO REACH FROM THE M-43 (GRAND RIVER AVE.) BRIDGE OVER KALAMINK CREEK,
 NF1745'WHICH IS JUST WEST OF THE VILLAGE CENTER OF WEBBERVILLE, GO EAST ON
 NF1745'M-43 FOR ABOUT 60 FEET TO ELM ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 NF1745'ELM ROAD FOR 1.1 MI (1.8 KM) TO THE BRIDGE OVERPASS OF I-96 AND THE
 NF1745'STATION AT THE SOUTHEAST CORNER OF THE BRIDGE IN EMBANKMENT.  IT IS
 NF1745'2.0 FT (0.6 M) EAST OF THE EAST GUARDRAIL, 4.9 FT (1.5 M) NORTHWEST
 NF1745'OF A METAL WITNESS POST, 16.9 FT (5.2 M) EAST OF THE CENTER OF ELM
 NF1745'ROAD AND 28.2 FT (8.6 M) SOUTH FROM THE SOUTHEAST ABUTMENT OF BRIDGE.
 NF1745
 NF1745                          STATION RECOVERY (2004)
 NF1745
 NF1745'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1745'RECOVERED IN GOOD CONDITION.
 NF1745
 NF1745                          STATION RECOVERY (2006)
 NF1745
 NF1745'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1745'WITNESS POST IS MISSING SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1746 ***********************************************************************
 NF1746  DESIGNATION -  33021
 NF1746  PID         -  NF1746
 NF1746  STATE/COUNTY-  MI/INGHAM
 NF1746  USGS QUAD   -  WEBBERVILLE (1973)
 NF1746
 NF1746                         *CURRENT SURVEY CONTROL
 NF1746  ___________________________________________________________________
 NF1746* NAD 83(1994)-  42 39 58.77521(N)    084 11 32.19391(W)     ADJUSTED  
 NF1746* NAVD 88     -       315.0    (meters)    1033.     (feet)  VERTCON   
 NF1746  ___________________________________________________________________
 NF1746  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 NF1746  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF1746
 NF1746  HORZ ORDER  -  FIRST
 NF1746
 NF1746.The horizontal coordinates were established by classical geodetic methods
 NF1746.and adjusted by the National Geodetic Survey in February 1997..
 NF1746
 NF1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1746
 NF1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1746
 NF1746.The geoid height was determined by GEOID03.
 NF1746
 NF1746;                    North         East     Units Scale Factor Converg.
 NF1746;SPC MI S     -   129,567.124 4,014,295.443   MT  0.99991413   +0 07 07.2
 NF1746;SPC MI S     -   425,088.99 13,170,260.64   iFT  0.99991413   +0 07 07.2
 NF1746;UTM  16      - 4,727,584.489   730,095.046   MT  1.00025141   +1 54 13.3
 NF1746
 NF1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1746!SPC MI S     -   0.99995582  x   0.99991413  =   0.99986996
 NF1746!UTM  16      -   0.99995582  x   1.00025141  =   1.00020722
 NF1746
 NF1746                          SUPERSEDED SURVEY CONTROL
 NF1746
 NF1746  NAD 83(1986)-  42 39 58.77666(N)    084 11 32.21617(W) AD(       ) 1
 NF1746  NGVD 29 (08/17/92)  315.1    (m)         1034.     (f) VERT ANG       
 NF1746
 NF1746.Superseded values are not recommended for survey control.
 NF1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1746.See file dsdata.txt to determine how the superseded data were derived.
 NF1746
 NF1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3009527584(NAD 83)
 NF1746_MARKER: DD = SURVEY DISK
 NF1746_SETTING: 0 = UNSPECIFIED SETTING
 NF1746_STAMPING: HCM 33021 1989
 NF1746_MARK LOGO: MIDH  
 NF1746_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1746+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 NF1746
 NF1746  HISTORY     - Date     Condition        Report By
 NF1746  HISTORY     - 1989     MONUMENTED       MIDH
 NF1746  HISTORY     - 20060429 GOOD             USPSQD
 NF1746
 NF1746                          STATION DESCRIPTION
 NF1746
 NF1746'DESCRIBED BY MI DEPT OF HIGHWAYS 1989
 NF1746'STATION IS LOCATED IN QUAD. 420841, IN THE EAST HALF OF SEC. 10,
 NF1746'T-3-N, R-2-E, LEROY TWP. AND JUST EAST OF THE WEST LIMITS OF THE TOWN
 NF1746'OF WEBBERVILLE ATOP THE WEBBERVILLE GRAIN ELEVATOR COMPLEX.  THE DISK
 NF1746'IS EPOXED TO THE ROOF OF THE GRAIN SILO PRESENTLY LEASED TO MID-STATE
 NF1746'TERMINALS.
 NF1746'TO REACH THE STATION FROM THE STOP LIGHT IN THE MIDDLE OF WILLIAMSTON,
 NF1746'(JUNCTION OF M-43 (GRAND RIVER AVE. AND WILLIAMSTON ROAD), GO EAST ON
 NF1746'M-43 (GRAND RIVER AVENUE) FOR 4.6 MI (7.4 KM) TO THE JUNCTION OF M-52
 NF1746'SOUTH. TURN RIGHT AND GO SOUTH ON M-52 FOR 0.25 MI (0.40 KM) TO A
 NF1746'SIDE ROAD LEFT LEADING TO THE MIDSTATE TERMINALS GRAIN ELEVATORS.
 NF1746'TURN LEFT AND GO EAST FOR 0.2 MI (0.3 KM) TO THE ELEVATOR WEIGHT
 NF1746'OFFICE.  NOTIFY FACILITY PERSONNEL OF YOUR PRESENCE AND ASK
 NF1746'PERMISSION TO VISIT STATION AND DIRECTIONS ON USE OF THE ELEVATOR AND
 NF1746'HOW TO GET ATOP THE GRAIN ELEVATORS.  PROCEED FROM HERE TO THE ROOF
 NF1746'OF THE ELEVATORS.
 NF1746'STATION IS EPOXIED TO THE CONCRETE ROOF UNDER A 6 INCH TALL BY 5 INCH
 NF1746'DIAMETER CYLINDERCIAL GALVINIZED METAL LINCOLN HAT WITH A REMOVAL
 NF1746'COVER WHICH IS TARRED TO THE ROOF ON THE MOST NORTHEASTERLY GRAIN
 NF1746'ELEVATOR, ABOUT 3.41 FT (1.04 M) SOUTH FROM THE NORTH EDGE ELEVATOR.
 NF1746
 NF1746                          STATION RECOVERY (2006)
 NF1746
 NF1746'RECOVERY NOTE BY US POWER SQUADRON 2006 (DLF)
 NF1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1747 ***********************************************************************
 NF1747  DESIGNATION -  33201
 NF1747  PID         -  NF1747
 NF1747  STATE/COUNTY-  MI/INGHAM
 NF1747  USGS QUAD   -  EAST LANSING (1970)
 NF1747
 NF1747                         *CURRENT SURVEY CONTROL
 NF1747  ___________________________________________________________________
 NF1747* NAD 83(1994)-  42 43 10.53051(N)    084 24 57.76732(W)     ADJUSTED  
 NF1747* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 NF1747  ___________________________________________________________________
 NF1747  X           -     456,678.874 (meters)                     COMP
 NF1747  Y           -  -4,671,041.310 (meters)                     COMP
 NF1747  Z           -   4,304,825.174 (meters)                     COMP
 NF1747  LAPLACE CORR-           3.21  (seconds)                    DEFLEC99
 NF1747  ELLIP HEIGHT-         231.98  (meters)          (07/17/02) GPS OBS
 NF1747  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF1747
 NF1747  HORZ ORDER  -  FIRST
 NF1747  ELLP ORDER  -  FOURTH    CLASS I
 NF1747
 NF1747.The horizontal coordinates were established by GPS observations
 NF1747.and adjusted by the National Geodetic Survey in February 1997..
 NF1747.No horizontal observational check was made to the station.
 NF1747
 NF1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1747
 NF1747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1747
 NF1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1747
 NF1747.The ellipsoidal height was determined by GPS observations
 NF1747.and is referenced to NAD 83.
 NF1747
 NF1747.The geoid height was determined by GEOID03.
 NF1747
 NF1747;                    North         East     Units Scale Factor Converg.
 NF1747;SPC MI S     -   135,470.064 3,995,955.621   MT  0.99991103   -0 02 01.0
 NF1747;SPC MI S     -   444,455.59 13,110,090.62   iFT  0.99991103   -0 02 01.0
 NF1747;UTM  16      - 4,732,914.456   711,574.815   MT  1.00015075   +1 45 13.1
 NF1747
 NF1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1747!SPC MI S     -   0.99996362  x   0.99991103  =   0.99987465
 NF1747!UTM  16      -   0.99996362  x   1.00015075  =   1.00011436
 NF1747
 NF1747                          SUPERSEDED SURVEY CONTROL
 NF1747
 NF1747  ELLIP H (02/03/97)  232.02   (m)                       GP(       ) 4 1
 NF1747  NAD 83(1986)-  42 43 10.52990(N)    084 24 57.79370(W) AD(       ) 1
 NF1747  NGVD 29 (08/17/92)  266.     (m)          873.     (f) GPS OBS        
 NF1747
 NF1747.Superseded values are not recommended for survey control.
 NF1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1747.See file dsdata.txt to determine how the superseded data were derived.
 NF1747
 NF1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1157532914(NAD 83)
 NF1747_MARKER: DD = SURVEY DISK
 NF1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1747_SP_SET: CONCRETE POST
 NF1747_STAMPING: 33201 1990
 NF1747_MARK LOGO: MIDH  
 NF1747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1747+STABILITY: SURFACE MOTION
 NF1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1747+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2004
 NF1747
 NF1747  HISTORY     - Date     Condition        Report By
 NF1747  HISTORY     - 1990     MONUMENTED       MIDH
 NF1747  HISTORY     - 19970707 GOOD             WOOLPT
 NF1747  HISTORY     - 20040619 GOOD             GEOCAC
 NF1747  HISTORY     - 20060429 GOOD             USPSQD
 NF1747
 NF1747                          STATION DESCRIPTION
 NF1747
 NF1747'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1747'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 7 MILES
 NF1747'SOUTHEASTERLY OF LANSING, 7 MILES NORTHWESTERLY OF WILLIAMSTON, 9
 NF1747'MILES NORTHEASTERLY OF MASON, ON HIGHWAY RIGHT-OF-WAY OF M-43 AND IN
 NF1747'THE NORTHWEST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1747'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1747'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1747'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1747'0.6 MI (1.0 KM) TO THE STATION ON THE LEFT, SET BETWEEN THE HIGHWAY
 NF1747'CURB AND THE SIDEWALK.
 NF1747'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 2.0 FT (0.6 M) SOUTH
 NF1747'FROM THE SOUTH EDGE OF THE SIDEWALK, 7.0 FT (2.1 M) NORTH FROM THE
 NF1747'NORTH EDGE OF CURB, 43.0 FT (13.1 M) SOUTHEAST FROM A FIRE HYDRANT,
 NF1747'65.0 FT (19.8 M) EASTERLY FROM THE END OF THE SIDEWALK A THE DRIVE
 NF1747'WHICH IS NOW ACE RENTALS AND CAMPUS FORD AND 94.0 FT (28.7 M)
 NF1747'SOUTHWEST FROM A FLAG POLE.  THERE IS NO UNDERGROUND DISK.
 NF1747'DESCRIBED BY MIDH.
 NF1747
 NF1747                          STATION RECOVERY (1997)
 NF1747
 NF1747'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1747'RECOVERED IN GOOD CONDITION.
 NF1747
 NF1747                          STATION RECOVERY (2004)
 NF1747
 NF1747'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1747'RECOVERED IN GOOD CONDITION.
 NF1747
 NF1747                          STATION RECOVERY (2006)
 NF1747
 NF1747'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1748 ***********************************************************************
 NF1748  DESIGNATION -  33202
 NF1748  PID         -  NF1748
 NF1748  STATE/COUNTY-  MI/INGHAM
 NF1748  USGS QUAD   -  EAST LANSING (1970)
 NF1748
 NF1748                         *CURRENT SURVEY CONTROL
 NF1748  ___________________________________________________________________
 NF1748* NAD 83(1994)-  42 43 02.40730(N)    084 24 30.93769(W)     ADJUSTED  
 NF1748* NAVD 88     -       265.1    (meters)     870.     (feet)  VERTCON   
 NF1748  ___________________________________________________________________
 NF1748  X           -     457,302.993 (meters)                     COMP
 NF1748  Y           -  -4,671,150.851 (meters)                     COMP
 NF1748  Z           -   4,304,640.762 (meters)                     COMP
 NF1748  LAPLACE CORR-           3.23  (seconds)                    DEFLEC99
 NF1748  ELLIP HEIGHT-         231.62  (meters)          (07/17/02) GPS OBS
 NF1748  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF1748  OBS GRAVITY -     980,336.3   (mgal)                       GRAV_OBS
 NF1748
 NF1748  HORZ ORDER  -  FIRST
 NF1748  ELLP ORDER  -  FOURTH    CLASS I
 NF1748
 NF1748.The horizontal coordinates were established by GPS observations
 NF1748.and adjusted by the National Geodetic Survey in February 1997..
 NF1748
 NF1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1748
 NF1748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1748
 NF1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1748
 NF1748.The ellipsoidal height was determined by GPS observations
 NF1748.and is referenced to NAD 83.
 NF1748
 NF1748.The geoid height was determined by GEOID03.
 NF1748.The observed gravity was obtained from relative gravimeter ties
 NF1748.to the IGSN71 gravity network.
 NF1748
 NF1748;                    North         East     Units Scale Factor Converg.
 NF1748;SPC MI S     -   135,219.092 3,996,565.896   MT  0.99991114   -0 01 42.7
 NF1748;SPC MI S     -   443,632.19 13,112,092.83   iFT  0.99991114   -0 01 42.7
 NF1748;UTM  16      - 4,732,682.584   712,192.769   MT  1.00015398   +1 45 31.0
 NF1748
 NF1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1748!SPC MI S     -   0.99996368  x   0.99991114  =   0.99987482
 NF1748!UTM  16      -   0.99996368  x   1.00015398  =   1.00011765
 NF1748
 NF1748                          SUPERSEDED SURVEY CONTROL
 NF1748
 NF1748  ELLIP H (02/03/97)  231.67   (m)                       GP(       ) 4 1
 NF1748  NAD 83(1986)-  42 43 02.40670(N)    084 24 30.96407(W) AD(       ) 1
 NF1748  NGVD 29 (08/17/92)  265.2    (m)          870.     (f) GPS OBS        
 NF1748
 NF1748.Superseded values are not recommended for survey control.
 NF1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1748.See file dsdata.txt to determine how the superseded data were derived.
 NF1748
 NF1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1219332683(NAD 83)
 NF1748_MARKER: DD = SURVEY DISK
 NF1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1748_SP_SET: CONCRETE POST
 NF1748_STAMPING: 33202 1990
 NF1748_MARK LOGO: MIDH  
 NF1748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1748+STABILITY: SURFACE MOTION
 NF1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1748+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 NF1748
 NF1748  HISTORY     - Date     Condition        Report By
 NF1748  HISTORY     - 1990     MONUMENTED       MIDH
 NF1748  HISTORY     - 20040424 GOOD             USPSQD
 NF1748  HISTORY     - 20040620 GOOD             GEOCAC
 NF1748  HISTORY     - 20060429 GOOD             USPSQD
 NF1748
 NF1748                          STATION DESCRIPTION
 NF1748
 NF1748'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1748'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 8-1/2 MILES
 NF1748'SOUTHEASTERLY OF LANSING, 6-1/2 MILES NORTHWESTERLY OF WILLIAMSTON,
 NF1748'9-1/4 MILES NORTHEASTERLY OF MASON, ON HIGHWAY RIGHT-OF-WAY OF M-43
 NF1748'AND IN THE SOUTHEAST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1748'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1748'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1748'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1748'1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT, ABOUT 350 FEET EAST OF
 NF1748'DOBIE ROAD.
 NF1748'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 50.0 FT (15.2 M) SOUTH
 NF1748'FROM THE CENTER OF GRAND RIVER AVENUE (M-43), 83.0 FT (25.3 M)
 NF1748'SOUTHEAST FROM A UTILITY POLE, 86.0 FT (26.2 M) NORTH FROM THE CENTER
 NF1748'OF HAMILTON ROAD AND IN THE GRASSY TRIANGLE FORMED BY GRAND RIVER
 NF1748'AVENUE AND HAMILTON.  THERE IS NO UNDERGROUND MARKER FOR THIS
 NF1748'STATION.
 NF1748'DESCRIBED BY MIDH.
 NF1748
 NF1748                          STATION RECOVERY (2004)
 NF1748
 NF1748'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1748'SCUFFED ON MARKER SURFACE. LOCATED IN SIDEWALK ON SOUTH SIDE OF GRAND
 NF1748'RIVER AVE.
 NF1748
 NF1748                          STATION RECOVERY (2004)
 NF1748
 NF1748'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1748'RECOVERED IN GOOD CONDITION.
 NF1748
 NF1748                          STATION RECOVERY (2006)
 NF1748
 NF1748'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1749 ***********************************************************************
 NF1749  DESIGNATION -  33203
 NF1749  PID         -  NF1749
 NF1749  STATE/COUNTY-  MI/INGHAM
 NF1749  USGS QUAD   -  EAST LANSING (1970)
 NF1749
 NF1749                         *CURRENT SURVEY CONTROL
 NF1749  ___________________________________________________________________
 NF1749* NAD 83(1994)-  42 42 48.86672(N)    084 23 08.32393(W)     ADJUSTED  
 NF1749* NAVD 88     -       270.8    (meters)     888.     (feet)  VERTCON   
 NF1749  ___________________________________________________________________
 NF1749  X           -     459,202.004 (meters)                     COMP
 NF1749  Y           -  -4,671,253.617 (meters)                     COMP
 NF1749  Z           -   4,304,337.666 (meters)                     COMP
 NF1749  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 NF1749  ELLIP HEIGHT-         237.38  (meters)          (07/17/02) GPS OBS
 NF1749  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF1749
 NF1749  HORZ ORDER  -  FIRST
 NF1749  ELLP ORDER  -  FOURTH    CLASS I
 NF1749
 NF1749.The horizontal coordinates were established by GPS observations
 NF1749.and adjusted by the National Geodetic Survey in February 1997..
 NF1749
 NF1749.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1749
 NF1749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1749
 NF1749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1749
 NF1749.The ellipsoidal height was determined by GPS observations
 NF1749.and is referenced to NAD 83.
 NF1749
 NF1749.The geoid height was determined by GEOID03.
 NF1749
 NF1749;                    North         East     Units Scale Factor Converg.
 NF1749;SPC MI S     -   134,800.620 3,998,445.414   MT  0.99991133   -0 00 46.5
 NF1749;SPC MI S     -   442,259.25 13,118,259.23   iFT  0.99991133   -0 00 46.5
 NF1749;UTM  16      - 4,732,322.840   714,084.891   MT  1.00016390   +1 46 26.7
 NF1749
 NF1749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1749!SPC MI S     -   0.99996277  x   0.99991133  =   0.99987411
 NF1749!UTM  16      -   0.99996277  x   1.00016390  =   1.00012667
 NF1749
 NF1749                          SUPERSEDED SURVEY CONTROL
 NF1749
 NF1749  ELLIP H (02/03/97)  237.42   (m)                       GP(       ) 4 1
 NF1749  NAD 83(1986)-  42 42 48.86611(N)    084 23 08.35032(W) AD(       ) 1
 NF1749  NGVD 29 (08/17/92)  270.9    (m)          889.     (f) GPS OBS        
 NF1749
 NF1749.Superseded values are not recommended for survey control.
 NF1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1749.See file dsdata.txt to determine how the superseded data were derived.
 NF1749
 NF1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1408532323(NAD 83)
 NF1749_MARKER: DD = SURVEY DISK
 NF1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1749_SP_SET: CONCRETE POST
 NF1749_STAMPING: 33203 1990
 NF1749_MARK LOGO: MIDH  
 NF1749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1749+STABILITY: SURFACE MOTION
 NF1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1749+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2004
 NF1749
 NF1749  HISTORY     - Date     Condition        Report By
 NF1749  HISTORY     - 1990     MONUMENTED       MIDH
 NF1749  HISTORY     - 20040424 GOOD             USPSQD
 NF1749  HISTORY     - 20040620 GOOD             GEOCAC
 NF1749
 NF1749                          STATION DESCRIPTION
 NF1749
 NF1749'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1749'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 8 MILES
 NF1749'SOUTHEASTERLY OF LANSING, 5.5 MILES NORTHWESTERLY OF WILLIAMSTON,
 NF1749'9-1/2 MILES NORTHEASTERLY OF MASON, ON HIGHWAY RIGHT-OF-WAY OF M-43
 NF1749'AND IN THE SOUTHEAST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1749'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1749'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1749'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1749'2.2 MI (3.5 KM) TO THE STATION ON THE LEFT, APPROXIMATELY 110 FEET
 NF1749'EAST FROM THE DRIVE LEADING TO THE ST MARTHA PARISH CHURCH SCHOOL.
 NF1749'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 2.0 FT (0.6 M) NORTH
 NF1749'FROM THE CURB, 7.0 FT (2.1 M) SOUTH FROM EDGE OF THE SIDEWALK 47.0 FT
 NF1749'(14.3 M) SOUTHWEST FROM A CLUMP OF 6 CEDAR TREES, 48.0 FT (14.6 M)
 NF1749'SOUTH FROM A 6-INCH FIR TREE, 59.0 FT (18.0 M) SOUTHEAST FROM A SMALL
 NF1749'PINE TREE, 63 FT (19.2 M) EAST FROM A UTILITY POLE, AND 115.0 FT
 NF1749'(35.1 M) WEST FROM THE EAST END OF THE EXISTING SIDEWALK.  NO
 NF1749'UNDERGROUND DISK.
 NF1749'DESCRIBED BY MIDH.
 NF1749
 NF1749                          STATION RECOVERY (2004)
 NF1749
 NF1749'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1749'AS THEIR ARE TWO DRIVES LEADING TO THE PARISH CHURCH SCHOOL, INSERT
 NF1749''EAST' DRIVE LEADING TO THE ST MARTHA PARISH CHURCH SCHOOL 'AND ACROSS
 NF1749'THE HIGHWAY FROM THE ENTRANCE TO EAST POINTE SUBDIVISION.'
 NF1749
 NF1749                          STATION RECOVERY (2004)
 NF1749
 NF1749'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1750 ***********************************************************************
 NF1750  DESIGNATION -  33204
 NF1750  PID         -  NF1750
 NF1750  STATE/COUNTY-  MI/INGHAM
 NF1750  USGS QUAD   -  EAST LANSING (1970)
 NF1750
 NF1750                         *CURRENT SURVEY CONTROL
 NF1750  ___________________________________________________________________
 NF1750* NAD 83(1994)-  42 42 43.47526(N)    084 22 41.27459(W)     ADJUSTED  
 NF1750* NAVD 88     -       271.2    (meters)     890.     (feet)  VERTCON   
 NF1750  ___________________________________________________________________
 NF1750  X           -     459,825.663 (meters)                     COMP
 NF1750  Y           -  -4,671,305.918 (meters)                     COMP
 NF1750  Z           -   4,304,215.652 (meters)                     COMP
 NF1750  LAPLACE CORR-           3.25  (seconds)                    DEFLEC99
 NF1750  ELLIP HEIGHT-         237.72  (meters)          (07/17/02) GPS OBS
 NF1750  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF1750
 NF1750  HORZ ORDER  -  FIRST
 NF1750  ELLP ORDER  -  FOURTH    CLASS I
 NF1750
 NF1750.The horizontal coordinates were established by GPS observations
 NF1750.and adjusted by the National Geodetic Survey in February 1997..
 NF1750
 NF1750.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1750
 NF1750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1750
 NF1750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1750
 NF1750.The ellipsoidal height was determined by GPS observations
 NF1750.and is referenced to NAD 83.
 NF1750
 NF1750.The geoid height was determined by GEOID03.
 NF1750
 NF1750;                    North         East     Units Scale Factor Converg.
 NF1750;SPC MI S     -   134,634.157 3,999,060.849   MT  0.99991141   -0 00 28.1
 NF1750;SPC MI S     -   441,713.11 13,120,278.38   iFT  0.99991141   -0 00 28.1
 NF1750;UTM  16      - 4,732,175.611   714,705.376   MT  1.00016718   +1 46 44.9
 NF1750
 NF1750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1750!SPC MI S     -   0.99996272  x   0.99991141  =   0.99987413
 NF1750!UTM  16      -   0.99996272  x   1.00016718  =   1.00012989
 NF1750
 NF1750                          SUPERSEDED SURVEY CONTROL
 NF1750
 NF1750  ELLIP H (02/03/97)  237.77   (m)                       GP(       ) 4 1
 NF1750  NAD 83(1986)-  42 42 43.47492(N)    084 22 41.29821(W) AD(       ) 1
 NF1750  NGVD 29 (08/17/92)  271.3    (m)          890.     (f) GPS OBS        
 NF1750
 NF1750.Superseded values are not recommended for survey control.
 NF1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1750.See file dsdata.txt to determine how the superseded data were derived.
 NF1750
 NF1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1470532176(NAD 83)
 NF1750_MARKER: DD = SURVEY DISK
 NF1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1750_SP_SET: CONCRETE POST
 NF1750_STAMPING: 33204 1990
 NF1750_MARK LOGO: MIDH  
 NF1750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1750+STABILITY: SURFACE MOTION
 NF1750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1750+SATELLITE: SATELLITE OBSERVATIONS - 1990
 NF1750
 NF1750  HISTORY     - Date     Condition        Report By
 NF1750  HISTORY     - 1990     MONUMENTED       MIDH
 NF1750  HISTORY     - 20040501 MARK NOT FOUND   USPSQD
 NF1750  HISTORY     - 20040620 MARK NOT FOUND   GEOCAC
 NF1750
 NF1750                          STATION DESCRIPTION
 NF1750
 NF1750'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NF1750'STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 9-1/2 MILES
 NF1750'NORTHEASTERLY OF MASON, 8-3/4 MILES SOUTHEASTERLY OF LANSING, 5-1/2
 NF1750'MILES NORTHWESTERLY OF WILLIAMSTON, ON HIGHWAY RIGHT-OF-WAY OF M-43
 NF1750'AND IN THE SOUTHWEST 1/4 OF SECTION 22, T-4-N, R-1-W.
 NF1750'TO REACH FROM THE CENTER OF THE OKEMOS ROAD OVERPASS BRIDGE OVER I-96,
 NF1750'GO NORTH ON OKEMOS ROAD FOR 3.1 MI (5.0 KM) TO GRAND RIVER AVENUE
 NF1750'(M-43).  TURN RIGHT AND GO EASTERLY ON GRAND RIVER AVENUE (M-43) FOR
 NF1750'2.7 MI (4.3 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT
 NF1750'OF GRAND RIVER AVENUE (M-43) AND VAN ATTA ROAD.
 NF1750'THE STATION IS SET FLUSH WITH THE GROUND, ABOUT 12.0 FT (3.7 M)
 NF1750'NORTHEAST FROM A UTILITY POLE, 32.0 FT (9.8 M) NORTHWEST FROM AND
 NF1750'OUTDOOR TELEPHONE BOOTH, 39.0 FT (11.9 M) EAST FROM THE CENTER OF VAN
 NF1750'ATTA ROAD AND 42.0 FT (12.8 M) SOUTH FROM THE CENTER OF GRAND RIVER
 NF1750'AVENUE (M-43).
 NF1750'DESCRIBED BY MIDH.
 NF1750
 NF1750                          STATION RECOVERY (2004)
 NF1750
 NF1750'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 NF1750'FROM MEAUREMENTS MADE, THE MARKER MAY BE BELOW AN AREA THAT WAS PAVED
 NF1750'AT THIS INTERSECTION.
 NF1750
 NF1750                          STATION RECOVERY (2004)
 NF1750
 NF1750'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1750'I BELIEVE THE MARK HAS BEEN PAVED OVER. THE AREA SURROUNDING THE MARK
 NF1750'HAS RECENTLY BEEN COVERED BY ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1598 ***********************************************************************
 NF1598  DESIGNATION -  34001
 NF1598  PID         -  NF1598
 NF1598  STATE/COUNTY-  MI/IONIA
 NF1598  USGS QUAD   -  PORTLAND SOUTH (1978)
 NF1598
 NF1598                         *CURRENT SURVEY CONTROL
 NF1598  ___________________________________________________________________
 NF1598* NAD 83(1994)-  42 51 46.36973(N)    084 55 31.25560(W)     ADJUSTED  
 NF1598* NAVD 88     -       243.9    (meters)     800.     (feet)  VERTCON   
 NF1598  ___________________________________________________________________
 NF1598  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 NF1598  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF1598
 NF1598  HORZ ORDER  -  SECOND
 NF1598
 NF1598.The horizontal coordinates were established by classical geodetic methods
 NF1598.and adjusted by the National Geodetic Survey in February 1997..
 NF1598
 NF1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1598
 NF1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1598
 NF1598.The geoid height was determined by GEOID03.
 NF1598
 NF1598;                    North         East     Units Scale Factor Converg.
 NF1598;SPC MI S     -   151,536.637 3,954,347.934   MT  0.99990695   -0 22 48.7
 NF1598;SPC MI S     -   497,167.44 12,973,582.46   iFT  0.99990695   -0 22 48.7
 NF1598;UTM  16      - 4,747,675.825   669,479.764   MT  0.99995338   +1 24 41.8
 NF1598
 NF1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1598!SPC MI S     -   0.99996704  x   0.99990695  =   0.99987399
 NF1598!UTM  16      -   0.99996704  x   0.99995338  =   0.99992042
 NF1598
 NF1598:                Primary Azimuth Mark                     Grid Az
 NF1598:SPC MI S     -  PORTLAND MUN TANK                        085 06 53.9
 NF1598:UTM  16      -  PORTLAND MUN TANK                        083 19 23.4
 NF1598
 NF1598|---------------------------------------------------------------------|
 NF1598| PID    Reference Object                     Distance      Geod. Az  |
 NF1598|                                                           dddmmss.s |
 NF1598| NF1597 PORTLAND MUN TANK                   APPROX. 1.9 KM 0844405.2 |
 NF1598| CH0635 34001 RM 1                            8.299 METERS 10648     |
 NF1598| CH0634 34001 AZ MK                                        2825049.6 |
 NF1598| CH0636 34001 RM 2                            8.484 METERS 28921     |
 NF1598| NF1596 34001 MIDOT A PT 1976                12.738 METERS 33307     |
 NF1598|---------------------------------------------------------------------|
 NF1598
 NF1598                          SUPERSEDED SURVEY CONTROL
 NF1598
 NF1598  NAD 83(1986)-  42 51 46.36718(N)    084 55 31.27226(W) AD(       ) 2
 NF1598  NAD 27      -  42 51 46.24403(N)    084 55 31.29030(W) AD(       ) 2
 NF1598  NGVD 29 (07/19/86)  244.0    (m)          801.     (f) VERT ANG       
 NF1598
 NF1598.Superseded values are not recommended for survey control.
 NF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1598.See file dsdata.txt to determine how the superseded data were derived.
 NF1598
 NF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6948047676(NAD 83)
 NF1598_MARKER: DD = SURVEY DISK
 NF1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1598_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1598
 NF1598  HISTORY     - Date     Condition        Report By
 NF1598  HISTORY     - 1976     MONUMENTED       MIDH
 NF1598
 NF1598                          STATION DESCRIPTION
 NF1598
 NF1598'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1598'THE STATION IS APPROXIMATELY 21 MILES WEST-NORTHWEST OF THE CENTER
 NF1598'OF LANSING, 11 MILES SOUTHEAST OF IONIA, AND 1.5 MILES
 NF1598'WEST-SOUTHWEST OF THE CENTER OF PORTLAND.  IT IS LOCATED IN THE
 NF1598'RIGHT OF WAY OF INTERSTATE HIGHWAY 96 NEAR THE CENTER OF SECTION
 NF1598'32 T 6 N, R 5 W.
 NF1598'
 NF1598'TO REACH THE STATION FROM THE BRIDGE CARRYING I-96 OVER THE GRAND
 NF1598'RIVER AT THE SOUTHWEST CORNER OF THE CITY OF PORTLAND, GO WESTERLY
 NF1598'ALONG I-96 0.4 MILES TO THE STATION ON THE RIGHT.
 NF1598'
 NF1598'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1598'CONTROL MARK 34001 MDSH AND T 1976 SET IN A 12 INCH CYLINDRICAL
 NF1598'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.  IT IS 83.8
 NF1598'FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 32.0 FEET SOUTH OF
 NF1598'A WOVEN WIRE FENCE, AND 5.5 FEET SOUTHWEST OF A METAL WITNESS POST
 NF1598'WITH SIGN.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM
 NF1598'FA ROW 34001 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 48
 NF1598'INCHES BELOW THE GROUND SURFACE.
 NF1598'
 NF1598'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK SET IN A 12 INCH
 NF1598'CYLINDRICAL CONCRETE MONUMENT WHICH IS PROJECTING 3 INCHES ABOVE THE
 NF1598'GROUND.  IT IS STAMPED MDSH AND T HCM 34001 1976 RM 1.  THE
 NF1598'MONUMENT IS 84.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96,
 NF1598'AND 31.9 FEET SOUTH OF WOVEN WIRE FENCE.
 NF1598'
 NF1598'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK SET IN A 12 INCH
 NF1598'CYLINDRICAL CONCRETE MONUMENT WHICH IS PROJECTING 3 INCHES ABOVE THE
 NF1598'GROUND.  IT IS STAMPED MDSH AND T HCM 34001 1976 RM 2.  THE
 NF1598'MONUMENT IS 85.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96 AND
 NF1598'31.0 FEET SOUTH OF A WOVEN WIRE FENCE.
 NF1598'
 NF1598'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T
 NF1598'HCM 34001 1976 AZI MARK AND SET IN A 12 INCH CYLINDRICAL CONCRETE
 NF1598'MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 NF1598'65.0 FEET NORTH OF THE CENTERLINE OF WESTBOUND I-96, 38.5 FEET
 NF1598'SOUTH OF A WOVEN WIRE FENCE, AND 4.0 FEET SOUTHEAST OF A METAL
 NF1598'WITNESS POST WITH SIGN.  IT HAS AN UNDERGROUND MARK WHICH IS A 2
 NF1598'INCH BRASS DISK STAMPED HCM FA AZI MARK ROW 34001 AND SET IN AN
 NF1598'IRREGULAR MASS OF CONCRETE APPROXIMATELY 48 INCHES BELOW THE
 NF1598'GROUND SURFACE.
 NF1598'
 NF1598'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON I-96 FOR
 NF1598'0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1598'
 NF1598'NEAREST TOWN--PORTLAND.
 NF1598'
 NF1598'HEIGHT OF LIGHT ABOVE STATION MARK 1.40 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1803 ***********************************************************************
 NF1803  DESIGNATION -  34101
 NF1803  PID         -  NF1803
 NF1803  STATE/COUNTY-  MI/IONIA
 NF1803  USGS QUAD   -  LAKE ODESSA (1978)
 NF1803
 NF1803                         *CURRENT SURVEY CONTROL
 NF1803  ___________________________________________________________________
 NF1803* NAD 83(1994)-  42 47 02.46923(N)    085 14 30.75026(W)     ADJUSTED  
 NF1803* NAVD 88     -       265.1    (meters)     870.     (feet)  GPS OBS   
 NF1803  ___________________________________________________________________
 NF1803  X           -     388,904.993 (meters)                     COMP
 NF1803  Y           -  -4,672,295.864 (meters)                     COMP
 NF1803  Z           -   4,310,080.382 (meters)                     COMP
 NF1803  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NF1803  ELLIP HEIGHT-         231.31  (meters)          (07/17/02) GPS OBS
 NF1803  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NF1803
 NF1803  HORZ ORDER  -  SECOND
 NF1803  ELLP ORDER  -  FOURTH    CLASS I
 NF1803
 NF1803.The horizontal coordinates were established by GPS observations
 NF1803.and adjusted by the National Geodetic Survey in February 1997..
 NF1803
 NF1803.The orthometric height was determined by GPS observations and a
 NF1803.high-resolution geoid model.
 NF1803
 NF1803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1803
 NF1803.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1803
 NF1803.The ellipsoidal height was determined by GPS observations
 NF1803.and is referenced to NAD 83.
 NF1803
 NF1803.The geoid height was determined by GEOID03.
 NF1803
 NF1803;                    North         East     Units Scale Factor Converg.
 NF1803;SPC MI S     -   142,997.528 3,928,393.057   MT  0.99990843   -0 35 44.2
 NF1803;SPC MI S     -   469,151.99 12,888,428.66   iFT  0.99990843   -0 35 44.2
 NF1803;UTM  16      - 4,738,329.817   643,804.548   MT  0.99985442   +1 11 39.8
 NF1803
 NF1803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1803!SPC MI S     -   0.99996373  x   0.99990843  =   0.99987216
 NF1803!UTM  16      -   0.99996373  x   0.99985442  =   0.99981815
 NF1803
 NF1803                          SUPERSEDED SURVEY CONTROL
 NF1803
 NF1803  ELLIP H (02/03/97)  231.33   (m)                       GP(       ) 4 1
 NF1803  NAD 83(1986)-  42 47 02.46821(N)    085 14 30.76521(W) AD(       ) 2
 NF1803
 NF1803.Superseded values are not recommended for survey control.
 NF1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1803.See file dsdata.txt to determine how the superseded data were derived.
 NF1803
 NF1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4380538330(NAD 83)
 NF1803_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1803_SP_SET: CONCRETE POST
 NF1803_STAMPING: 34101 1980
 NF1803_MARK LOGO: MIDT  
 NF1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1803+STABILITY: SURFACE MOTION
 NF1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1803+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1991
 NF1803
 NF1803  HISTORY     - Date     Condition        Report By
 NF1803  HISTORY     - 1980     MONUMENTED       MIDT
 NF1803  HISTORY     - 19911023 GOOD
 NF1803
 NF1803                          STATION DESCRIPTION
 NF1803
 NF1803'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NF1803'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHWEST 1/4 OF
 NF1803'SECTION 34, T-5-N, R-8-W, CAMPBELL TOWNSHIP AND ON THE LAKE ODESSA
 NF1803'QUADRANGLE MAP.  IT IS ABOUT 4-1/2 MILES WEST FROM LAKE ODESSA, 4-1/4
 NF1803'MILES NORTHEAST FROM FREEPORT, 4 MILES (6.4 KM) SOUTH FROM
 NF1803'CLARKSVILLE AND ON THE COUNTY ROAD RIGHT-OF-WAY.
 NF1803'$
 NF1803'TO REACH FROM THE INTERSECTION OF CLARKSVILLE ROAD AND NASH ROAD IN
 NF1803'CLARKSVILLE, GO SOUTH ON NASH ROAD FOR 3.0 MI (4.8 KM) TO STATE
 NF1803'HIGHWAY M-50, CONTINUE SOUTH ON M-50 (NASH ROAD) FOR 0.86 MI
 NF1803'(1.38 KM) TO CURVE LEFT AND NASH ROAD ON RIGHT.  TURN RIGHT AND
 NF1803'CONTINUE SOUTH ON NASH ROAD FOR 0.14 MI (0.23 KM) TO CROSSROAD,
 NF1803'TUPPER LAKE ROAD AND THE STATION ON THE LEFT IN THE SOUTHEAST
 NF1803'QUADRANT OF INTERSECTION.
 NF1803'$
 NF1803'STATION IS 49.5 FT (15.1 M) SOUTH FROM TUPPER LAKE ROAD CENTERLINE,
 NF1803'31.5 FT (9.6 M) WEST FROM A UTILITY POLE, 20.0 FT (6.1 M) EAST FROM
 NF1803'NASH ROAD CENTERLINE AND 3.3 FT (1.0 M) EAST FROM A METAL WITNESS
 NF1803'POST WITH SIGN.
 NF1803
 NF1803                          STATION RECOVERY (1991)
 NF1803
 NF1803'RECOVERED 1991
 NF1803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1804 ***********************************************************************
 NF1804  DESIGNATION -  34107
 NF1804  PID         -  NF1804
 NF1804  STATE/COUNTY-  MI/IONIA
 NF1804  USGS QUAD   -  WOODBURY (1982)
 NF1804
 NF1804                         *CURRENT SURVEY CONTROL
 NF1804  ___________________________________________________________________
 NF1804* NAD 83(1994)-  42 47 59.52360(N)    085 04 27.80535(W)     ADJUSTED  
 NF1804* NAVD 88     -       254.5    (meters)     835.     (feet)  GPS OBS   
 NF1804  ___________________________________________________________________
 NF1804  X           -     402,457.810 (meters)                     COMP
 NF1804  Y           -  -4,669,939.644 (meters)                     COMP
 NF1804  Z           -   4,311,365.166 (meters)                     COMP
 NF1804  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 NF1804  ELLIP HEIGHT-         220.68  (meters)          (07/17/02) GPS OBS
 NF1804  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NF1804
 NF1804  HORZ ORDER  -  SECOND
 NF1804  ELLP ORDER  -  FOURTH    CLASS I
 NF1804
 NF1804.The horizontal coordinates were established by GPS observations
 NF1804.and adjusted by the National Geodetic Survey in February 1997..
 NF1804
 NF1804.The orthometric height was determined by GPS observations and a
 NF1804.high-resolution geoid model.
 NF1804
 NF1804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1804
 NF1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1804
 NF1804.The ellipsoidal height was determined by GPS observations
 NF1804.and is referenced to NAD 83.
 NF1804
 NF1804.The geoid height was determined by GEOID03.
 NF1804
 NF1804;                    North         East     Units Scale Factor Converg.
 NF1804;SPC MI S     -   144,629.068 3,942,110.592   MT  0.99990798   -0 28 53.9
 NF1804;SPC MI S     -   474,504.82 12,933,433.70   iFT  0.99990798   -0 28 53.9
 NF1804;UTM  16      - 4,740,389.011   657,464.028   MT  0.99990505   +1 18 31.0
 NF1804
 NF1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1804!SPC MI S     -   0.99996539  x   0.99990798  =   0.99987338
 NF1804!UTM  16      -   0.99996539  x   0.99990505  =   0.99987045
 NF1804
 NF1804                          SUPERSEDED SURVEY CONTROL
 NF1804
 NF1804  ELLIP H (02/03/97)  220.69   (m)                       GP(       ) 4 1
 NF1804  NAD 83(1986)-  42 47 59.52259(N)    085 04 27.82038(W) AD(       ) 2
 NF1804
 NF1804.Superseded values are not recommended for survey control.
 NF1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1804.See file dsdata.txt to determine how the superseded data were derived.
 NF1804
 NF1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5746440389(NAD 83)
 NF1804_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1804_SP_SET: CONCRETE POST
 NF1804_STAMPING: 34107 1980
 NF1804_MARK LOGO: MIDT  
 NF1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1804+STABILITY: SURFACE MOTION
 NF1804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1804+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1991
 NF1804
 NF1804  HISTORY     - Date     Condition        Report By
 NF1804  HISTORY     - 1980     MONUMENTED       MIDT
 NF1804  HISTORY     - 19911016 GOOD
 NF1804
 NF1804                          STATION DESCRIPTION
 NF1804
 NF1804'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 NF1804'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1804'SECTION 19, T-5-N, R-6-W, SEBEWA TOWNSHIP, AND ON THE WOODBURY
 NF1804'QUADRANGLE MAP. IT IS ABOUT 19-3/4 MILES NORTHWEST FROM CHARLOTTE,
 NF1804'10-1/2 MILES SOUTHWEST FROM PORTLAND AND 3 MILES (4.8 KM) EAST FROM
 NF1804'LAKE ODESSA AND ON THE STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1804'$
 NF1804'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-66, STATE HIGHWAY
 NF1804'M-43 AND STATE HIGHWAY M-50, ABOUT 4 MILES (6.4 KM) SOUTHEAST OF LAKE
 NF1804'ODESSA, GO NORTH ON M-66 FOR 3.0 MI (4.8 KM) TO MUSGROVE ROAD AND THE
 NF1804'STATION ON THE RIGHT IN THE NORTHEAST QUADRANT OF INTERSECTION.
 NF1804'$
 NF1804'STATION IS 48.5 FT (14.8 M) NORTH FROM THE CENTERLINE OF MUSGROVE
 NF1804'ROAD, 31.6 FT (9.6 M) EAST FROM THE CENTERLINE OF M-66, 16.4 FT
 NF1804'(5.0 M) NORTH-NORTHWEST FROM A METAL STREET SIGN POST AND 4.0 FT
 NF1804'(1.2 M) WEST FROM A METAL WITNESS POST.
 NF1804
 NF1804                          STATION RECOVERY (1991)
 NF1804
 NF1804'RECOVERED 1991
 NF1804'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1805 ***********************************************************************
 NF1805  DESIGNATION -  34200
 NF1805  PID         -  NF1805
 NF1805  STATE/COUNTY-  MI/IONIA
 NF1805  USGS QUAD   -  WOODBURY (1982)
 NF1805
 NF1805                         *CURRENT SURVEY CONTROL
 NF1805  ___________________________________________________________________
 NF1805* NAD 83(1994)-  42 48 54.90810(N)    085 04 29.14347(W)     ADJUSTED  
 NF1805* NAVD 88     -       255.9    (meters)     840.     (feet)  GPS OBS   
 NF1805  ___________________________________________________________________
 NF1805  X           -     402,327.893 (meters)                     COMP
 NF1805  Y           -  -4,668,786.208 (meters)                     COMP
 NF1805  Z           -   4,312,620.042 (meters)                     COMP
 NF1805  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 NF1805  ELLIP HEIGHT-         222.15  (meters)          (07/17/02) GPS OBS
 NF1805  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NF1805
 NF1805  HORZ ORDER  -  SECOND
 NF1805  ELLP ORDER  -  FOURTH    CLASS I
 NF1805
 NF1805.The horizontal coordinates were established by GPS observations
 NF1805.and adjusted by the National Geodetic Survey in February 1997..
 NF1805
 NF1805.The orthometric height was determined by GPS observations and a
 NF1805.high-resolution geoid model.
 NF1805
 NF1805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1805
 NF1805.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1805
 NF1805.The ellipsoidal height was determined by GPS observations
 NF1805.and is referenced to NAD 83.
 NF1805
 NF1805.The geoid height was determined by GEOID03.
 NF1805
 NF1805;                    North         East     Units Scale Factor Converg.
 NF1805;SPC MI S     -   146,338.163 3,942,094.562   MT  0.99990762   -0 28 54.8
 NF1805;SPC MI S     -   480,112.08 12,933,381.11   iFT  0.99990762   -0 28 54.8
 NF1805;UTM  16      - 4,742,096.767   657,394.607   MT  0.99990478   +1 18 31.4
 NF1805
 NF1805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1805!SPC MI S     -   0.99996516  x   0.99990762  =   0.99987279
 NF1805!UTM  16      -   0.99996516  x   0.99990478  =   0.99986995
 NF1805
 NF1805                          SUPERSEDED SURVEY CONTROL
 NF1805
 NF1805  ELLIP H (02/03/97)  222.16   (m)                       GP(       ) 4 1
 NF1805  NAD 83(1986)-  42 48 54.90709(N)    085 04 29.15851(W) AD(       ) 2
 NF1805
 NF1805.Superseded values are not recommended for survey control.
 NF1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1805.See file dsdata.txt to determine how the superseded data were derived.
 NF1805
 NF1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5739542097(NAD 83)
 NF1805_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1805_SP_SET: CONCRETE POST
 NF1805_STAMPING: 34200 1991
 NF1805_MARK LOGO: MIDT  
 NF1805_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NF1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1805+STABILITY: SURFACE MOTION
 NF1805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1805+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NF1805
 NF1805  HISTORY     - Date     Condition        Report By
 NF1805  HISTORY     - 1991     MONUMENTED       MIDT
 NF1805
 NF1805                          STATION DESCRIPTION
 NF1805
 NF1805'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1805'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHEAST 1/4 OF
 NF1805'SECTION 13, T-5-N, R-7-W, ODESSA TOWNSHIP AND ON THE WOODBURY
 NF1805'QUADRANGLE MAP.  IT IS ABOUT 16-1/4 MILES NORTHEAST FROM HASTINGS,
 NF1805'9-1/2 MILES SOUTHWEST FROM PORTLAND, 3-3/4 MILES NORTHEAST FROM LAKE
 NF1805'ODESSA AND ON STATE HIGHWAY M-66 RIGHT-OF-WAY.
 NF1805'$
 NF1805'TO REACH FROM THE STATE HIGHWAY M-66, STATE HIGHWAY M-43 AND STATE
 NF1805'HIGHWAY M-50 INTERSECTION ABOUT 4 MILES (6.4 KM) SOUTHEAST FROM LAKE
 NF1805'ODESSA, GO NORTH ON M-66 FOR 4.25 MI (6.84 KM) TO A CROSSROAD,
 NF1805'(BIPPLEY ROAD). CONTINUE NORTH ON M-66 FOR ABOUT 391 FEET (119.2 M)
 NF1805'TO STATION ON THE LEFT.
 NF1805'$
 NF1805'STATION IS 207.6 FT (63.3 M) SOUTHWEST FROM A UTILITY POLE, 169.2 FT
 NF1805'(51.6 M) NORTHWEST FROM A UTILITY POLE, 27.5 FT (8.4 M) WEST FROM THE
 NF1805'CENTERLINE OF M-66 AND 2.5 FT (0.8 M) EAST FROM A METAL WITNESS POST
 NF1805'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0022 ***********************************************************************
 RH0022  DESIGNATION -  345 USLS 1896
 RH0022  PID         -  RH0022
 RH0022  STATE/COUNTY-  MI/CHIPPEWA
 RH0022  USGS QUAD   -  DRUMMOND (1994)
 RH0022
 RH0022                         *CURRENT SURVEY CONTROL
 RH0022  ___________________________________________________________________
 RH0022* NAD 83(1994)-  46 06 14.18909(N)    083 38 42.97107(W)     ADJUSTED  
 RH0022* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RH0022  ___________________________________________________________________
 RH0022  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 RH0022  GEOID HEIGHT-         -37.04  (meters)                     GEOID03
 RH0022
 RH0022  HORZ ORDER  -  THIRD
 RH0022
 RH0022.The horizontal coordinates were established by classical geodetic methods
 RH0022.and adjusted by the National Geodetic Survey in February 1997..
 RH0022
 RH0022.The orthometric height was scaled from a topographic map.
 RH0022
 RH0022.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0022
 RH0022.The geoid height was determined by GEOID03.
 RH0022
 RH0022;                    North         East     Units Scale Factor Converg.
 RH0022;SPC MI N     -   152,264.809 8,259,280.123   MT  0.99990782   +2 25 29.2
 RH0022;SPC MI N     -   499,556.46 27,097,375.73   iFT  0.99990782   +2 25 29.2
 RH0022;SPC MI C     -   309,992.933 6,055,782.935   MT  1.00011860   +0 30 34.6
 RH0022;SPC MI C     - 1,017,037.18 19,868,054.25   iFT  1.00011860   +0 30 34.6
 RH0022;UTM  17      - 5,108,998.205   295,557.232   MT  1.00011384   -1 54 24.6
 RH0022
 RH0022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0022!SPC MI N     -   0.99997790  x   0.99990782  =   0.99988573
 RH0022!SPC MI C     -   0.99997790  x   1.00011860  =   1.00009650
 RH0022!UTM  17      -   0.99997790  x   1.00011384  =   1.00009174
 RH0022
 RH0022:                Primary Azimuth Mark                     Grid Az
 RH0022:SPC MI N     -  SULPHUR ISLAND LH 1944                   029 59 52.2
 RH0022:SPC MI C     -  SULPHUR ISLAND LH 1944                   031 54 46.8
 RH0022:UTM  17      -  SULPHUR ISLAND LH 1944                   034 19 46.0
 RH0022
 RH0022|---------------------------------------------------------------------|
 RH0022| PID    Reference Object                     Distance      Geod. Az  |
 RH0022|                                                           dddmmss.s |
 RH0022| RH0016 SULPHUR ISLAND LH 1944              APPROX. 5.4 KM 0322521.4 |
 RH0022| RH0023 REF MON 5 IWC 1911                   14.395 METERS 18919     |
 RH0022| RH0028 KOCRUISH USLS 1896                  APPROX.11.5 KM 2905141.1 |
 RH0022|---------------------------------------------------------------------|
 RH0022
 RH0022                          SUPERSEDED SURVEY CONTROL
 RH0022
 RH0022  NAD 83(1986)-  46 06 14.17513(N)    083 38 42.97924(W) AD(       ) 3
 RH0022  NAD 27      -  46 06 14.10000(N)    083 38 42.95300(W) AD(       ) 3
 RH0022
 RH0022.Superseded values are not recommended for survey control.
 RH0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0022.See file dsdata.txt to determine how the superseded data were derived.
 RH0022
 RH0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM9555708998(NAD 83)
 RH0022_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0022+STABILITY: SURFACE MOTION
 RH0022
 RH0022  HISTORY     - Date     Condition        Report By
 RH0022  HISTORY     - 1896     MONUMENTED       USLS
 RH0022  HISTORY     - 1958     GOOD             IBC
 RH0022
 RH0022                          STATION DESCRIPTION
 RH0022
 RH0022'DESCRIBED BY US LAKE SURVEY 1896
 RH0022'ON THE NW CORNER OF THE FIRST OR E SHARP POINT 1/2 MILE W OF POE
 RH0022'POINT ON THE N SHORE OF DRUMMOND ISLAND, ON THE S SHORE OF WESTERN
 RH0022'NORTH CHANNEL.  IN THE EDGE OF THE BUSHES.
 RH0022'
 RH0022'STATION MARK IS A DRILL HOLE IN A ROCK ON THE BEACH.  A STANDARD
 RH0022'U S L S DISK WITH A CROSS AND THE FIGURES---345---STAMPED ON IT
 RH0022'IS SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER OVER THE STATION
 RH0022'WITH THE TOP 2-1/2 FEET ABOVE GROUND IN A LARGE CAIRN.
 RH0022
 RH0022                          STATION RECOVERY (1958)
 RH0022
 RH0022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0022'RECOVERED IN GOOD CONDITION.  CAIRN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0371 ***********************************************************************
 NE0371  DESIGNATION -  35
 NE0371  PID         -  NE0371
 NE0371  STATE/COUNTY-  MI/OAKLAND
 NE0371  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0371
 NE0371                         *CURRENT SURVEY CONTROL
 NE0371  ___________________________________________________________________
 NE0371* NAD 83(1986)-  42 37 40.     (N)    083 18 19.     (W)     SCALED    
 NE0371* NAVD 88     -       281.774  (meters)     924.45   (feet)  ADJUSTED  
 NE0371  ___________________________________________________________________
 NE0371  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE0371  DYNAMIC HT  -         281.691 (meters)     924.18  (feet)  COMP
 NE0371  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 NE0371
 NE0371  VERT ORDER  -  SECOND    CLASS 0
 NE0371
 NE0371.The horizontal coordinates were scaled from a topographic map and have
 NE0371.an estimated accuracy of +/- 6 seconds.
 NE0371
 NE0371.The orthometric height was determined by differential leveling
 NE0371.and adjusted by the National Geodetic Survey in June 1991..
 NE0371
 NE0371.The geoid height was determined by GEOID03.
 NE0371
 NE0371.The dynamic height is computed by dividing the NAVD 88
 NE0371.geopotential number by the normal gravity value computed on the
 NE0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0371.degrees latitude (g = 980.6199 gals.).
 NE0371
 NE0371.The modeled gravity was interpolated from observed gravity values.
 NE0371
 NE0371;                    North         East    Units  Estimated Accuracy
 NE0371;SPC MI S     -   125,820.    4,087,060.      MT  (+/- 180 meters Scaled)
 NE0371
 NE0371                          SUPERSEDED SURVEY CONTROL
 NE0371
 NE0371  NGVD 29 (??/??/92)  281.896  (m)          924.85   (f) ADJ UNCH    2 0
 NE0371
 NE0371.Superseded values are not recommended for survey control.
 NE0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0371.See file dsdata.txt to determine how the superseded data were derived.
 NE0371
 NE0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH109220(NAD 83)
 NE0371_MARKER: DD = SURVEY DISK
 NE0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0371_SP_SET: SIDEWALK
 NE0371_STAMPING: 35
 NE0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0371
 NE0371  HISTORY     - Date     Condition        Report By
 NE0371  HISTORY     - UNK      MONUMENTED       MI4020
 NE0371  HISTORY     - 1939     MARK NOT FOUND   NGS
 NE0371  HISTORY     - 20040605 POOR             USPSQD
 NE0371
 NE0371                          STATION DESCRIPTION
 NE0371
 NE0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NE0371'AT PONTIAC.
 NE0371'AT PONTIAC, OAKLAND COUNTY, 27 YARDS SOUTH OF THE SOUTH RAIL OF
 NE0371'THE MICHIGAN AIRLINE RAILROAD AT THE CROSSING OF LAKE STREET,
 NE0371'14.3 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE PUBLIC WATER
 NE0371'WORKS BUILDING, 6.3 FEET WEST OF THE OFFICE ENTRANCE, AND LEVEL
 NE0371'WITH THE PAVEMENT.  A CITY OF PONTIAC STANDARD DISK, STAMPED 35.
 NE0371
 NE0371                          STATION RECOVERY (2004)
 NE0371
 NE0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0371'WATERWORKS BUILDING NO LONGER EXISTS. FOUND MARK IN SIDEWALK BETWEEN
 NE0371'117 AND 119 LAKE STREET. SURFACE DISK MISSING. POST STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0355 ***********************************************************************
 NE0355  DESIGNATION -  35 1/2
 NE0355  PID         -  NE0355
 NE0355  STATE/COUNTY-  MI/OAKLAND
 NE0355  USGS QUAD   -  CLARKSTON (1983)
 NE0355
 NE0355                         *CURRENT SURVEY CONTROL
 NE0355  ___________________________________________________________________
 NE0355* NAD 83(1986)-  42 42 32.     (N)    083 26 37.     (W)     SCALED    
 NE0355* NAVD 88     -       308.696  (meters)    1012.78   (feet)  ADJUSTED  
 NE0355  ___________________________________________________________________
 NE0355  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NE0355  DYNAMIC HT  -         308.603 (meters)    1012.48  (feet)  COMP
 NE0355  MODELED GRAV-     980,310.3   (mgal)                       NAVD 88
 NE0355
 NE0355  VERT ORDER  -  SECOND    CLASS 0
 NE0355
 NE0355.The horizontal coordinates were scaled from a topographic map and have
 NE0355.an estimated accuracy of +/- 6 seconds.
 NE0355
 NE0355.The orthometric height was determined by differential leveling
 NE0355.and adjusted by the National Geodetic Survey in June 1991..
 NE0355
 NE0355.The geoid height was determined by GEOID03.
 NE0355
 NE0355.The dynamic height is computed by dividing the NAVD 88
 NE0355.geopotential number by the normal gravity value computed on the
 NE0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0355.degrees latitude (g = 980.6199 gals.).
 NE0355
 NE0355.The modeled gravity was interpolated from observed gravity values.
 NE0355
 NE0355;                    North         East    Units  Estimated Accuracy
 NE0355;SPC MI S     -   134,700.    4,075,610.      MT  (+/- 180 meters Scaled)
 NE0355
 NE0355                          SUPERSEDED SURVEY CONTROL
 NE0355
 NE0355  NGVD 29 (??/??/92)  308.779  (m)         1013.05   (f) ADJ UNCH    2 0
 NE0355
 NE0355.Superseded values are not recommended for survey control.
 NE0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0355.See file dsdata.txt to determine how the superseded data were derived.
 NE0355
 NE0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH998313(NAD 83)
 NE0355_MARKER: B = BOLT
 NE0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0355_STAMPING: 35-1/2
 NE0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0355+STABILITY: SURFACE MOTION
 NE0355
 NE0355  HISTORY     - Date     Condition        Report By
 NE0355  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0355  HISTORY     - 1934     GOOD             NGS
 NE0355  HISTORY     - 20060308 MARK NOT FOUND   INDIV
 NE0355
 NE0355                          STATION DESCRIPTION
 NE0355
 NE0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0355'AT CLARKSTON.
 NE0355'AT CLARKSTON, OAKLAND COUNTY, ON THE GRAND TRUNK WESTERN RAILWAY,
 NE0355'0.5 MILE NORTHWEST OF MILEPOST D 35, 37 YARDS NORTH OF A WHISTLE
 NE0355'POST, 43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT
 NE0355'LEVEL WITH THE BASE OF THE RAIL.  A COPPER BOLT, STAMPED 35-1/2
 NE0355'AND SET IN THE TOP OF A CONCRETE POST.
 NE0355
 NE0355                          STATION RECOVERY (2006)
 NE0355
 NE0355'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0313 ***********************************************************************
 OK0313  DESIGNATION -  35 1/2
 OK0313  PID         -  OK0313
 OK0313  STATE/COUNTY-  MI/MONTCALM
 OK0313  USGS QUAD   -  GREENVILLE EAST (1972)
 OK0313
 OK0313                         *CURRENT SURVEY CONTROL
 OK0313  ___________________________________________________________________
 OK0313* NAD 83(1986)-  43 11 04.     (N)    085 09 29.     (W)     SCALED    
 OK0313* NAVD 88     -       267.167  (meters)     876.53   (feet)  ADJUSTED  
 OK0313  ___________________________________________________________________
 OK0313  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OK0313  DYNAMIC HT  -         267.111 (meters)     876.35  (feet)  COMP
 OK0313  MODELED GRAV-     980,400.1   (mgal)                       NAVD 88
 OK0313
 OK0313  VERT ORDER  -  SECOND    CLASS 0
 OK0313
 OK0313.The horizontal coordinates were scaled from a topographic map and have
 OK0313.an estimated accuracy of +/- 6 seconds.
 OK0313
 OK0313.The orthometric height was determined by differential leveling
 OK0313.and adjusted by the National Geodetic Survey in June 1991..
 OK0313
 OK0313.The geoid height was determined by GEOID03.
 OK0313
 OK0313.The dynamic height is computed by dividing the NAVD 88
 OK0313.geopotential number by the normal gravity value computed on the
 OK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0313.degrees latitude (g = 980.6199 gals.).
 OK0313
 OK0313.The modeled gravity was interpolated from observed gravity values.
 OK0313
 OK0313;                    North         East    Units  Estimated Accuracy
 OK0313;SPC MI S     -   187,410.    3,935,670.      MT  (+/- 180 meters Scaled)
 OK0313
 OK0313                          SUPERSEDED SURVEY CONTROL
 OK0313
 OK0313  NGVD 29 (??/??/92)  267.299  (m)          876.96   (f) ADJ UNCH    2 0
 OK0313
 OK0313.Superseded values are not recommended for survey control.
 OK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0313.See file dsdata.txt to determine how the superseded data were derived.
 OK0313
 OK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN496829(NAD 83)
 OK0313_MARKER: Z = SEE DESCRIPTION
 OK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0313_STAMPING: 35-1/2
 OK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0313+STABILITY: SURFACE MOTION
 OK0313
 OK0313  HISTORY     - Date     Condition        Report By
 OK0313  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0313  HISTORY     - 1934     GOOD             NGS
 OK0313  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0313  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0313
 OK0313                          STATION DESCRIPTION
 OK0313
 OK0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0313'0.3 MI W FROM MILLERS.
 OK0313'0.3 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0313'AT MILLERS, 8 YARDS WEST OF A DIRT-ROAD CORNER, 43 FEET NORTH
 OK0313'OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF
 OK0313'RAIL.  A BRASS PLUG, STAMPED 35-1/2 AND SET IN THE TOP OF A
 OK0313'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OK0313
 OK0313                          STATION RECOVERY (1969)
 OK0313
 OK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0313'MARK NOT FOUND.
 OK0313
 OK0313                          STATION RECOVERY (2001)
 OK0313
 OK0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0313'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0468 ***********************************************************************
 NE0468  DESIGNATION -  35 4
 NE0468  PID         -  NE0468
 NE0468  STATE/COUNTY-  MI/OAKLAND
 NE0468  USGS QUAD   -  BIRMINGHAM (1981)
 NE0468
 NE0468                         *CURRENT SURVEY CONTROL
 NE0468  ___________________________________________________________________
 NE0468* NAD 83(1986)-  42 32 14.     (N)    083 14 44.     (W)     SCALED    
 NE0468* NAVD 88     -       225.020  (meters)     738.25   (feet)  ADJUSTED  
 NE0468  ___________________________________________________________________
 NE0468  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NE0468  DYNAMIC HT  -         224.956 (meters)     738.04  (feet)  COMP
 NE0468  MODELED GRAV-     980,330.8   (mgal)                       NAVD 88
 NE0468
 NE0468  VERT ORDER  -  SECOND    CLASS 0
 NE0468
 NE0468.The horizontal coordinates were scaled from a topographic map and have
 NE0468.an estimated accuracy of +/- 6 seconds.
 NE0468
 NE0468.The orthometric height was determined by differential leveling
 NE0468.and adjusted by the National Geodetic Survey in June 1991..
 NE0468
 NE0468.The geoid height was determined by GEOID03.
 NE0468
 NE0468.The dynamic height is computed by dividing the NAVD 88
 NE0468.geopotential number by the normal gravity value computed on the
 NE0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0468.degrees latitude (g = 980.6199 gals.).
 NE0468
 NE0468.The modeled gravity was interpolated from observed gravity values.
 NE0468
 NE0468;                    North         East    Units  Estimated Accuracy
 NE0468;SPC MI S     -   115,830.    4,092,090.      MT  (+/- 180 meters Scaled)
 NE0468
 NE0468                          SUPERSEDED SURVEY CONTROL
 NE0468
 NE0468  NGVD 29 (??/??/92)  225.150  (m)          738.68   (f) ADJ UNCH    2 0
 NE0468
 NE0468.Superseded values are not recommended for survey control.
 NE0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0468.See file dsdata.txt to determine how the superseded data were derived.
 NE0468
 NE0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH155118(NAD 83)
 NE0468_MARKER: DD = SURVEY DISK
 NE0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0468_MARK LOGO: NONE  
 NE0468_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0468+STABILITY: SURFACE MOTION
 NE0468
 NE0468  HISTORY     - Date     Condition        Report By
 NE0468  HISTORY     - UNK      MONUMENTED       MI0490
 NE0468  HISTORY     - 1934     GOOD             NGS
 NE0468  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0468
 NE0468                          STATION DESCRIPTION
 NE0468
 NE0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0468'AT BIRMINGHAM.
 NE0468'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION OF LINCOLN
 NE0468'AND CRANBROOK ROADS, 21 YARDS NORTHEAST OF THE INTERSECTION
 NE0468'OF THE CENTERLINES, 54 FEET NORTH OF THE CENTERLINE OF LINCOLN
 NE0468'ROAD, 26.8 FEET EAST OF THE CENTERLINE OF CRANBROOK ROAD, AND
 NE0468'LEVEL WITH THE SURFACE OF CRANBROOK ROAD.  A CITY OF BIRMINGHAM
 NE0468'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0468
 NE0468                          STATION RECOVERY (1994)
 NE0468
 NE0468'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0009 ***********************************************************************
 OL0009  DESIGNATION -  35 TFX USGS
 OL0009  PID         -  OL0009
 OL0009  STATE/COUNTY-  MI/MASON
 OL0009  USGS QUAD   -  
 OL0009
 OL0009                         *CURRENT SURVEY CONTROL
 OL0009  ___________________________________________________________________
 OL0009* NAD 83(1986)-  43 50 56.     (N)    086 23 53.     (W)     SCALED    
 OL0009* NAVD 88     -       197.396  (meters)     647.62   (feet)  ADJUSTED  
 OL0009  ___________________________________________________________________
 OL0009  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OL0009  DYNAMIC HT  -         197.360 (meters)     647.51  (feet)  COMP
 OL0009  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OL0009
 OL0009  VERT ORDER  -  FIRST     CLASS II
 OL0009
 OL0009.The horizontal coordinates were scaled from a topographic map and have
 OL0009.an estimated accuracy of +/- 6 seconds.
 OL0009
 OL0009.The orthometric height was determined by differential leveling
 OL0009.and adjusted by the National Geodetic Survey in June 1991..
 OL0009
 OL0009.The geoid height was determined by GEOID03.
 OL0009
 OL0009.The dynamic height is computed by dividing the NAVD 88
 OL0009.geopotential number by the normal gravity value computed on the
 OL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0009.degrees latitude (g = 980.6199 gals.).
 OL0009
 OL0009.The modeled gravity was interpolated from observed gravity values.
 OL0009
 OL0009;                    North         East    Units  Estimated Accuracy
 OL0009;SPC MI C     -    61,190.    5,836,660.      MT  (+/- 180 meters Scaled)
 OL0009
 OL0009                          SUPERSEDED SURVEY CONTROL
 OL0009
 OL0009  NGVD 29 (??/??/92)  197.499  (m)          647.96   (f) ADJ UNCH    1 2
 OL0009
 OL0009.Superseded values are not recommended for survey control.
 OL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0009.See file dsdata.txt to determine how the superseded data were derived.
 OL0009
 OL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP483552(NAD 83)
 OL0009_MARKER: DD = SURVEY DISK
 OL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0009_STAMPING: 647.961 TT 35 TFX 1930
 OL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0009+STABILITY: SURFACE MOTION
 OL0009
 OL0009  HISTORY     - Date     Condition        Report By
 OL0009  HISTORY     - 1930     MONUMENTED       USGS
 OL0009  HISTORY     - 1934     GOOD             NGS
 OL0009  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0009  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0009  HISTORY     - 19970807 MARK NOT FOUND   USPSQD
 OL0009  HISTORY     - 20010815 GOOD             NGS
 OL0009  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 OL0009  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OL0009
 OL0009                          STATION DESCRIPTION
 OL0009
 OL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0009'5.7 MI N FROM PENTWATER.
 OL0009'IN MASON COUNTY, 5.7 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE
 OL0009'POST OFFICE AT PENTWATER, OCEANA COUNTY, 100 YARDS SOUTHEAST
 OL0009'OF A PUBLIC SCHOOL, 13 FEET EAST OF THE EAST EDGE OF THE HIGHWAY,
 OL0009'AND IN LINE WITH A ROW OF POLES.  A UNITED STATES GEOLOGICAL
 OL0009'SURVEY STANADARD DISK, STAMPED 647.961 TT 35 TFX 1930 AND SET
 OL0009'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE
 OL0009'GROUND.
 OL0009
 OL0009                          STATION RECOVERY (1984)
 OL0009
 OL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0009'SEARCHED FOR AND NOT RECOVERED THIS DATE, ROAD WIDENED, MARK LOST.
 OL0009
 OL0009                          STATION RECOVERY (1995)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0009'MARK NOT FOUND.
 OL0009
 OL0009                          STATION RECOVERY (1997)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0009'MARK NOT FOUND.
 OL0009
 OL0009                          STATION RECOVERY (2001)
 OL0009
 OL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0009
 OL0009                          STATION RECOVERY (2001)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 OL0009'MARK NOT FOUND.
 OL0009
 OL0009                          STATION RECOVERY (2002)
 OL0009
 OL0009'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0009'POSITION BESIDE HIGHWAY. BELIEVE DESTROYED DURING HIGHWAY
 OL0009'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0149 ***********************************************************************
 NE0149  DESIGNATION -  35 USLS
 NE0149  PID         -  NE0149
 NE0149  STATE/COUNTY-  MI/WAYNE
 NE0149  USGS QUAD   -  GROSSE POINTE (1983)
 NE0149
 NE0149                         *CURRENT SURVEY CONTROL
 NE0149  ___________________________________________________________________
 NE0149* NAD 83(1986)-  42 23 40.     (N)    082 53 30.     (W)     SCALED    
 NE0149* NAVD 88     -       184.067  (meters)     603.89   (feet)  ADJUSTED  
 NE0149  ___________________________________________________________________
 NE0149  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0149  DYNAMIC HT  -         184.014 (meters)     603.72  (feet)  COMP
 NE0149  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 NE0149
 NE0149  VERT ORDER  -  FIRST     CLASS 0
 NE0149
 NE0149.The horizontal coordinates were scaled from a topographic map and have
 NE0149.an estimated accuracy of +/- 6 seconds.
 NE0149
 NE0149.The orthometric height was determined by differential leveling
 NE0149.and adjusted by the National Geodetic Survey in June 1991..
 NE0149
 NE0149.The geoid height was determined by GEOID03.
 NE0149
 NE0149.The dynamic height is computed by dividing the NAVD 88
 NE0149.geopotential number by the normal gravity value computed on the
 NE0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0149.degrees latitude (g = 980.6199 gals.).
 NE0149
 NE0149.The modeled gravity was interpolated from observed gravity values.
 NE0149
 NE0149;                    North         East    Units  Estimated Accuracy
 NE0149;SPC MI S     -   100,420.    4,121,430.      MT  (+/- 180 meters Scaled)
 NE0149
 NE0149                          SUPERSEDED SURVEY CONTROL
 NE0149
 NE0149  NGVD 29 (??/??/??)  184.221  (m)          604.40   (f) ADJUSTED    1 0
 NE0149
 NE0149.Superseded values are not recommended for survey control.
 NE0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0149.See file dsdata.txt to determine how the superseded data were derived.
 NE0149
 NE0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG443953(NAD 83)
 NE0149_MARKER: B = BOLT
 NE0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0149_SP_SET: WATER TABLE
 NE0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0149
 NE0149  HISTORY     - Date     Condition        Report By
 NE0149  HISTORY     - 1899     MONUMENTED       USLS
 NE0149  HISTORY     - 1970     GOOD             USLS
 NE0149  HISTORY     - 1980     GOOD             NGS
 NE0149
 NE0149                          STATION DESCRIPTION
 NE0149
 NE0149'DESCRIBED BY US LAKE SURVEY 1970
 NE0149'AT GROSSE POINTE FARMS.
 NE0149'35 IS AT GROSSE POINTE FARMS, WAYNE COUNTY, MICHIGAN, ON THE
 NE0149'NORTHWEST SIDE OF LAKE SHORE ROAD, ABOUT 1 MILE SOUTHERLY OF
 NE0149'MOROSS ROAD, ON NORTHEAST FACE OF ST. PAULS CHURCH, 2.4 FEET
 NE0149'FROM THE EXTREME EAST CORNER, 5 FEET ABOVE THE GROUND, BEING
 NE0149'HORIZONTAL LINE CUT IN 1/4-INCH DIAMETER BRASS BOLT SET INTO
 NE0149'THE SANDSTONE WATER TABLE, MARKED U.S. 35.  NOTE-- PREV. DESIG.
 NE0149'BM 35 1899.
 NE0149
 NE0149                          STATION RECOVERY (1980)
 NE0149
 NE0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0149'IN GROSSE POINTE FARMS, 0.24 KILOMETERS (0.15 MILE) SOUTH OF THE
 NE0149'JUNCTION OF LAKE SHORE DRIVE AND MORAN ROAD, 0.08 KILOMETERS (0.05
 NE0149'MILE) WEST OF LAKE SHORE DRIVE, SET VERTICALLY IN THE NORTHWEST FACE
 NE0149'OF AN ANGLED CORNER STONE AT THE NORTHEAST CORNER OF THE SAINT
 NE0149'PAULS CHURCH, 5.5 METERS (18 FEET) SOUTH OF THE CENTER OF THE MOST
 NE0149'NORTHERN OF TWO PAVED ENTRANCES TO THE CHURCH AND 0.7 METER (2.5
 NE0149'FEET) SOUTHWEST OF THE NORTH CORNER OF THE CORNER STONE.
 NE0149'THE MARK IS 1.5 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0809 ***********************************************************************
 RJ0809  DESIGNATION -  35 USLS
 RJ0809  PID         -  RJ0809
 RJ0809  STATE/COUNTY-  MI/CHIPPEWA
 RJ0809  USGS QUAD   -  PAYMENT (1976)
 RJ0809
 RJ0809                         *CURRENT SURVEY CONTROL
 RJ0809  ___________________________________________________________________
 RJ0809* NAD 83(1994)-  46 31 05.98194(N)    084 14 05.58461(W)     ADJUSTED  
 RJ0809* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0809  ___________________________________________________________________
 RJ0809  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 RJ0809  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 RJ0809
 RJ0809  HORZ ORDER  -  THIRD
 RJ0809
 RJ0809.The horizontal coordinates were established by classical geodetic methods
 RJ0809.and adjusted by the National Geodetic Survey in February 1997..
 RJ0809
 RJ0809.The orthometric height was scaled from a topographic map.
 RJ0809
 RJ0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0809
 RJ0809.The geoid height was determined by GEOID03.
 RJ0809
 RJ0809;                    North         East     Units Scale Factor Converg.
 RJ0809;SPC MI N     -   196,535.448 8,212,124.205   MT  0.99991109   +1 59 55.0
 RJ0809;SPC MI N     -   644,801.34 26,942,664.71   iFT  0.99991109   +1 59 55.0
 RJ0809;SPC MI C     -   355,824.518 6,010,115.490   MT  1.00029289   +0 05 35.1
 RJ0809;SPC MI C     - 1,167,403.27 19,718,226.67   iFT  1.00029289   +0 05 35.1
 RJ0809;UTM  16      - 5,155,354.905   712,096.952   MT  1.00015298   +2 00 25.6
 RJ0809
 RJ0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0809!SPC MI N     -   0.99997817  x   0.99991109  =   0.99988926
 RJ0809!SPC MI C     -   0.99997817  x   1.00029289  =   1.00027105
 RJ0809!UTM  16      -   0.99997817  x   1.00015298  =   1.00013114
 RJ0809
 RJ0809:                Primary Azimuth Mark                     Grid Az
 RJ0809:SPC MI N     -  JOE IBC 1943                             222 53 02.6
 RJ0809:SPC MI C     -  JOE IBC 1943                             224 47 22.5
 RJ0809:UTM  16      -  JOE IBC 1943                             222 52 32.0
 RJ0809
 RJ0809|---------------------------------------------------------------------|
 RJ0809| PID    Reference Object                     Distance      Geod. Az  |
 RJ0809|                                                           dddmmss.s |
 RJ0809| RJ0812 JOE IBC 1943                        APPROX. 0.7 KM 2245257.6 |
 RJ0809| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 4.4 KM 2442949.2 |
 RJ0809| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 4.7 KM 2692311.4 |
 RJ0809| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 4.8 KM 2693756.3 |
 RJ0809|---------------------------------------------------------------------|
 RJ0809
 RJ0809                          SUPERSEDED SURVEY CONTROL
 RJ0809
 RJ0809  NAD 83(1986)-  46 31 05.96958(N)    084 14 05.60308(W) AD(       ) 3
 RJ0809  NAD 27      -  46 31 05.88900(N)    084 14 05.47200(W) AD(       ) 3
 RJ0809
 RJ0809.Superseded values are not recommended for survey control.
 RJ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0809.See file dsdata.txt to determine how the superseded data were derived.
 RJ0809
 RJ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1209755355(NAD 83)
 RJ0809_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0809_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0809+WITH SETTING: PAVEMENT
 RJ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0809+STABILITY: SURFACE MOTION
 RJ0809
 RJ0809  HISTORY     - Date     Condition        Report By
 RJ0809  HISTORY     - 1895     MONUMENTED       USLS
 RJ0809  HISTORY     - 1943     GOOD             IBC
 RJ0809  HISTORY     - 1958     GOOD             IBC
 RJ0809
 RJ0809                          STATION DESCRIPTION
 RJ0809
 RJ0809'DESCRIBED BY US LAKE SURVEY 1895
 RJ0809'ON W END OF SMALL ISLAND, ABOUT 1/4 MILE NE OF MCFARLAND CREEK, SUGAR
 RJ0809'ISLAND, AND OPPOSITE PARTRIDGE POINT, ONTARIO.  IT IS 35 FEET FROM
 RJ0809'4 FEET ABOVE THE HIGH - WATER MARK ON S, W AND N SIDES OF ISLAND.
 RJ0809'
 RJ0809'MARK IS A 3/4 INCH DRILL HOLE 1 INCH DEEP IN FLAT LIMESTONE SET 15
 RJ0809'INCHES UNDERGROUND.  STATION WAS ESTABLISHED SOMETIME AFTER 1878.
 RJ0809'
 RJ0809'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0809
 RJ0809                          STATION RECOVERY (1943)
 RJ0809
 RJ0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0809'RECOVERED IN GOOD CONDITION.  SURFACE MARK ESTABLISHED AT THIS TIME.
 RJ0809'
 RJ0809'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0809'A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0809'IN 1943 OVER ORIGINAL UNDERGROUND MARK AND PROJECTING 5 INCHES ABOVE
 RJ0809'GROUND WITH SMALL CAIRN BUILT OVER IT.  SUBSURFACE MARK IS A 3/4
 RJ0809'INCH DRILL HOLE 1 INCH DEEP IN FLAT LIMESTONE SET 15 INCHES
 RJ0809'UNDERGROUND.  STATION WAS ESTABLISHED SOMETIME AFTER 1878.
 RJ0809
 RJ0809                          STATION RECOVERY (1958)
 RJ0809
 RJ0809'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2281 ***********************************************************************
 AB2281  DESIGNATION -  35200
 AB2281  PID         -  AB2281
 AB2281  STATE/COUNTY-  MI/IOSCO
 AB2281  USGS QUAD   -  NATIONAL CITY (1976)
 AB2281
 AB2281                         *CURRENT SURVEY CONTROL
 AB2281  ___________________________________________________________________
 AB2281* NAD 83(1994)-  44 14 03.73100(N)    083 42 20.27328(W)     ADJUSTED  
 AB2281* NAVD 88     -       204.7    (meters)     672.     (feet)  GPS OBS   
 AB2281  ___________________________________________________________________
 AB2281  X           -     501,858.256 (meters)                     COMP
 AB2281  Y           -  -4,549,875.198 (meters)                     COMP
 AB2281  Z           -   4,426,905.828 (meters)                     COMP
 AB2281  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AB2281  ELLIP HEIGHT-         169.59  (meters)          (07/12/02) GPS OBS
 AB2281  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AB2281
 AB2281  HORZ ORDER  -  FIRST
 AB2281  ELLP ORDER  -  FOURTH    CLASS I
 AB2281
 AB2281.The horizontal coordinates were established by GPS observations
 AB2281.and adjusted by the National Geodetic Survey in February 1997..
 AB2281
 AB2281.The orthometric height was determined by GPS observations and a
 AB2281.high-resolution geoid model.
 AB2281
 AB2281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2281
 AB2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2281
 AB2281.The ellipsoidal height was determined by GPS observations
 AB2281.and is referenced to NAD 83.
 AB2281
 AB2281.The geoid height was determined by GEOID03.
 AB2281
 AB2281;                    North         East     Units Scale Factor Converg.
 AB2281;SPC MI C     -   102,192.353 6,052,808.783   MT  0.99998869   +0 28 01.1
 AB2281;SPC MI C     -   335,276.75 19,858,296.53   iFT  0.99998869   +0 28 01.1
 AB2281;UTM  17      - 4,901,464.508   283,931.865   MT  1.00017419   -1 53 17.4
 AB2281
 AB2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2281!SPC MI C     -   0.99997341  x   0.99998869  =   0.99996210
 AB2281!UTM  17      -   0.99997341  x   1.00017419  =   1.00014759
 AB2281
 AB2281                          SUPERSEDED SURVEY CONTROL
 AB2281
 AB2281  ELLIP H (02/03/97)  169.60   (m)                       GP(       ) 4 1
 AB2281  NAD 83(1986)-  44 14 03.72060(N)    083 42 20.28301(W) AD(       ) 1
 AB2281
 AB2281.Superseded values are not recommended for survey control.
 AB2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2281.See file dsdata.txt to determine how the superseded data were derived.
 AB2281
 AB2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8393201465(NAD 83)
 AB2281_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2281_STAMPING: 35200 1994
 AB2281_MARK LOGO: MIDT  
 AB2281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2281+STABILITY: SURFACE MOTION
 AB2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2281+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2281
 AB2281  HISTORY     - Date     Condition        Report By
 AB2281  HISTORY     - 1994     MONUMENTED       MIDT
 AB2281  HISTORY     - 20060114 GOOD             USPSQD
 AB2281
 AB2281                          STATION DESCRIPTION
 AB2281
 AB2281'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2281'STATION IS LOCATED IN QUAD 440833 AND ON THE NATIONAL CITY QUADRANGLE
 AB2281'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 4, T-21-N, R-6-E, IN
 AB2281'SHERMAN TOWNSHIP.  ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF TAWAS CITY,
 AB2281'6.0 MI (9.7 KM) SOUTH OF THE VILLAGE OF SAND LAKE, 0.5 MI (0.8 KM)
 AB2281'EAST OF NATIONAL CITY, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH
 AB2281'THE STATION FROM THE POST OFFICE IN NATIONAL CITY, GO EAST 0.4 MI (0.6
 AB2281'KM) ALONG WHITTEMORE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.
 AB2281'STATION IS 68.5 FT (20.9 M) SOUTHEAST FROM A UTILITY POLE, 61.0 FT
 AB2281'(18.6 M) WEST FROM WEST LEG OF POWER LINE TOWER, 35.3 FT (10.8 M) WEST
 AB2281'FROM CENTER OF GRAVEL DRIVE NORTH, 21.5 FT (6.6 M) NORTH FROM THE
 AB2281'CENTER OF WHITTEMORE ROAD, AND 3.0 FEET (0.9 M) SOUTH FROM CARSONITE
 AB2281'WITNESS POST.
 AB2281
 AB2281                          STATION RECOVERY (2006)
 AB2281
 AB2281'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2285 ***********************************************************************
 AB2285  DESIGNATION -  35201
 AB2285  PID         -  AB2285
 AB2285  STATE/COUNTY-  MI/IOSCO
 AB2285  USGS QUAD   -  NATIONAL CITY (1976)
 AB2285
 AB2285                         *CURRENT SURVEY CONTROL
 AB2285  ___________________________________________________________________
 AB2285* NAD 83(1994)-  44 14 04.44779(N)    083 40 57.82775(W)     ADJUSTED  
 AB2285* NAVD 88     -       202.3    (meters)     664.     (feet)  GPS OBS   
 AB2285  ___________________________________________________________________
 AB2285  X           -     503,674.939 (meters)                     COMP
 AB2285  Y           -  -4,549,657.124 (meters)                     COMP
 AB2285  Z           -   4,426,919.943 (meters)                     COMP
 AB2285  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AB2285  ELLIP HEIGHT-         167.10  (meters)          (07/12/02) GPS OBS
 AB2285  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AB2285
 AB2285  HORZ ORDER  -  FIRST
 AB2285  ELLP ORDER  -  FOURTH    CLASS I
 AB2285
 AB2285.The horizontal coordinates were established by GPS observations
 AB2285.and adjusted by the National Geodetic Survey in February 1997..
 AB2285
 AB2285.The orthometric height was determined by GPS observations and a
 AB2285.high-resolution geoid model.
 AB2285
 AB2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2285
 AB2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2285
 AB2285.The ellipsoidal height was determined by GPS observations
 AB2285.and is referenced to NAD 83.
 AB2285
 AB2285.The geoid height was determined by GEOID03.
 AB2285
 AB2285;                    North         East     Units Scale Factor Converg.
 AB2285;SPC MI C     -   102,229.645 6,054,638.111   MT  0.99998865   +0 28 59.3
 AB2285;SPC MI C     -   335,399.10 19,864,298.26   iFT  0.99998865   +0 28 59.3
 AB2285;UTM  17      - 4,901,426.586   285,761.512   MT  1.00016451   -1 52 19.8
 AB2285
 AB2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2285!SPC MI C     -   0.99997380  x   0.99998865  =   0.99996245
 AB2285!UTM  17      -   0.99997380  x   1.00016451  =   1.00013830
 AB2285
 AB2285                          SUPERSEDED SURVEY CONTROL
 AB2285
 AB2285  ELLIP H (02/03/97)  167.12   (m)                       GP(       ) 4 1
 AB2285  NAD 83(1986)-  44 14 04.43740(N)    083 40 57.83744(W) AD(       ) 1
 AB2285
 AB2285.Superseded values are not recommended for survey control.
 AB2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2285.See file dsdata.txt to determine how the superseded data were derived.
 AB2285
 AB2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8576201427(NAD 83)
 AB2285_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2285_STAMPING: 35201 1994
 AB2285_MARK LOGO: MIDT  
 AB2285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2285+STABILITY: SURFACE MOTION
 AB2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2285+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2285
 AB2285  HISTORY     - Date     Condition        Report By
 AB2285  HISTORY     - 1994     MONUMENTED       MIDT
 AB2285  HISTORY     - 20060114 GOOD             USPSQD
 AB2285
 AB2285                          STATION DESCRIPTION
 AB2285
 AB2285'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2285'STATION IS LOCATED IN QUAD 440833 AND ON THE NATIONAL CITY QUADRANGLE
 AB2285'MAP.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 2, T-21-N, R-6-E, IN
 AB2285'SHERMAN TOWNSHIP.  ABOUT 15.8 MI (25.4 KM) SOUTHWEST OF OSCODA, 8.8 MI
 AB2285'(14.2 KM) SOUTHWEST OF TAWAS CITY, 2.0 MI (3.2 KM) EAST OF NATIONAL
 AB2285'CITY, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AB2285'THE POST OFFICE IN NATIONAL CITY, GO EAST 1.6 MI (2.6 KM) ALONG
 AB2285'WHITTEMORE ROAD TO JUNCTION WITH SAND LAKE ROAD AND STATION JUST AHEAD
 AB2285'AS DESCRIBED.  STATION IS 67.5 FT (20.6 M) NORTH FROM THE NORTH RAIL
 AB2285'OF RAILROAD TRACKS, 42.9 FT (13.1 M) NORTHWEST FROM SECTION CORNER
 AB2285'BOX, 32.0 FT (9.8 M) EAST FROM CENTER OF SAND LAKE ROAD, 19.0 FT (5.8
 AB2285'M) NORTH FROM CENTER OF WHITTEMORE ROAD EXTENDED, AND 3.0 FEET (0.9 M)
 AB2285'WEST FROM A WITNESS POST.
 AB2285
 AB2285                          STATION RECOVERY (2006)
 AB2285
 AB2285'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2282 ***********************************************************************
 AB2282  DESIGNATION -  35202
 AB2282  PID         -  AB2282
 AB2282  STATE/COUNTY-  MI/IOSCO
 AB2282  USGS QUAD   -  TAWAS CITY (1989)
 AB2282
 AB2282                         *CURRENT SURVEY CONTROL
 AB2282  ___________________________________________________________________
 AB2282* NAD 83(1994)-  44 15 00.71660(N)    083 36 16.65694(W)     ADJUSTED  
 AB2282* NAVD 88     -       195.0    (meters)     640.     (feet)  GPS OBS   
 AB2282  ___________________________________________________________________
 AB2282  X           -     509,740.794 (meters)                     COMP
 AB2282  Y           -  -4,547,756.871 (meters)                     COMP
 AB2282  Z           -   4,428,159.097 (meters)                     COMP
 AB2282  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AB2282  ELLIP HEIGHT-         159.79  (meters)          (07/12/02) GPS OBS
 AB2282  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AB2282
 AB2282  HORZ ORDER  -  FIRST
 AB2282  ELLP ORDER  -  FOURTH    CLASS I
 AB2282
 AB2282.The horizontal coordinates were established by GPS observations
 AB2282.and adjusted by the National Geodetic Survey in February 1997..
 AB2282
 AB2282.The orthometric height was determined by GPS observations and a
 AB2282.high-resolution geoid model.
 AB2282
 AB2282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2282
 AB2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2282
 AB2282.The ellipsoidal height was determined by GPS observations
 AB2282.and is referenced to NAD 83.
 AB2282
 AB2282.The geoid height was determined by GEOID03.
 AB2282
 AB2282;                    North         East     Units Scale Factor Converg.
 AB2282;SPC MI C     -   104,021.947 6,060,861.087   MT  0.99998534   +0 32 17.9
 AB2282;SPC MI C     -   341,279.35 19,884,714.85   iFT  0.99998534   +0 32 17.9
 AB2282;UTM  17      - 4,902,961.816   292,053.916   MT  1.00013183   -1 49 05.3
 AB2282
 AB2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2282!SPC MI C     -   0.99997495  x   0.99998534  =   0.99996029
 AB2282!UTM  17      -   0.99997495  x   1.00013183  =   1.00010677
 AB2282
 AB2282                          SUPERSEDED SURVEY CONTROL
 AB2282
 AB2282  ELLIP H (02/03/97)  159.81   (m)                       GP(       ) 4 1
 AB2282  NAD 83(1986)-  44 15 00.70615(N)    083 36 16.66632(W) AD(       ) 1
 AB2282
 AB2282.Superseded values are not recommended for survey control.
 AB2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2282.See file dsdata.txt to determine how the superseded data were derived.
 AB2282
 AB2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9205402962(NAD 83)
 AB2282_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2282_STAMPING: 35202 1994
 AB2282_MARK LOGO: MIDT  
 AB2282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2282+STABILITY: SURFACE MOTION
 AB2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2282+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2282
 AB2282  HISTORY     - Date     Condition        Report By
 AB2282  HISTORY     - 1994     MONUMENTED       MIDT
 AB2282
 AB2282                          STATION DESCRIPTION
 AB2282
 AB2282'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2282'STATION IS LOCATED IN QUAD 440833 AND ON TAWAS CITY QUADRANGLE MAP. IT
 AB2282'IS IN THE SOUTHWEST 1/4 OF SECTION 33, T-23-N, R-7-E, IN TAWAS
 AB2282'TOWNSHIP.  ABOUT 6.1 MI (9.8 KM) NORTHEAST OF NATIONAL CITY, 4.5 MI
 AB2282'(7.2 KM) SOUTHWEST OF TAWAS, AND 18.0 MI (29.0 KM) SOUTHWEST OF
 AB2282'OSCODA, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH FROM THE POST
 AB2282'OFFICE IN NATIONAL CITY, GO EAST 1.6 MI (2.6 KM) ALONG WHITTEMORE ROAD
 AB2282'TO SAND LAKE ROAD.  TURN LEFT AND GO NORTH 1.1 MI (1.8 KM) ALONG SAND
 AB2282'LAKE ROAD TO TOWNLINE ROAD.  TURN RIGHT AND GO EAST 4.0 MI (6.4 KM)
 AB2282'ALONG TOWNLINE ROAD TO THE STATION ON THE LEFT AS DESCRIBED.  STATION
 AB2282'IS 122.0 FT (37.2 M) EAST FROM THE CENTER OF HOUSE NUMBER 2047
 AB2282'DRIVEWAY EXTENDED, 61.6 FT (18.8 M) NORTHWEST FROM TWIN 0.67 FT (20.42
 AB2282'CM) DIAMETER POPLAR TREE, 19.5 FT (5.9 M) NORTH FROM CENTER OF
 AB2282'TOWNLINE ROAD, 17.9 FT (5.5 M) SOUTH FROM FENCE LINE, AND 3.0 FT (0.9
 AB2282'M) NORTH FROM A WITNESS POST .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2284 ***********************************************************************
 AB2284  DESIGNATION -  35203
 AB2284  PID         -  AB2284
 AB2284  STATE/COUNTY-  MI/IOSCO
 AB2284  USGS QUAD   -  TAWAS CITY (1989)
 AB2284
 AB2284                         *CURRENT SURVEY CONTROL
 AB2284  ___________________________________________________________________
 AB2284* NAD 83(1994)-  44 15 01.09858(N)    083 34 48.76368(W)     ADJUSTED  
 AB2284* NAVD 88     -       189.1    (meters)     620.     (feet)  GPS OBS   
 AB2284  ___________________________________________________________________
 AB2284  X           -     511,677.242 (meters)                     COMP
 AB2284  Y           -  -4,547,526.901 (meters)                     COMP
 AB2284  Z           -   4,428,163.454 (meters)                     COMP
 AB2284  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AB2284  ELLIP HEIGHT-         153.93  (meters)          (07/12/02) GPS OBS
 AB2284  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AB2284
 AB2284  HORZ ORDER  -  FIRST
 AB2284  ELLP ORDER  -  FOURTH    CLASS I
 AB2284
 AB2284.The horizontal coordinates were established by GPS observations
 AB2284.and adjusted by the National Geodetic Survey in February 1997..
 AB2284
 AB2284.The orthometric height was determined by GPS observations and a
 AB2284.high-resolution geoid model.
 AB2284
 AB2284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2284
 AB2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2284
 AB2284.The ellipsoidal height was determined by GPS observations
 AB2284.and is referenced to NAD 83.
 AB2284
 AB2284.The geoid height was determined by GEOID03.
 AB2284
 AB2284;                    North         East     Units Scale Factor Converg.
 AB2284;SPC MI C     -   104,052.350 6,062,810.825   MT  0.99998532   +0 33 20.0
 AB2284;SPC MI C     -   341,379.10 19,891,111.63   iFT  0.99998532   +0 33 20.0
 AB2284;UTM  17      - 4,902,912.017   294,003.531   MT  1.00012191   -1 48 03.9
 AB2284
 AB2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2284!SPC MI C     -   0.99997586  x   0.99998532  =   0.99996118
 AB2284!UTM  17      -   0.99997586  x   1.00012191  =   1.00009777
 AB2284
 AB2284                          SUPERSEDED SURVEY CONTROL
 AB2284
 AB2284  ELLIP H (02/03/97)  153.95   (m)                       GP(       ) 4 1
 AB2284  NAD 83(1986)-  44 15 01.08814(N)    083 34 48.77307(W) AD(       ) 1
 AB2284
 AB2284.Superseded values are not recommended for survey control.
 AB2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2284.See file dsdata.txt to determine how the superseded data were derived.
 AB2284
 AB2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9400402912(NAD 83)
 AB2284_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2284_STAMPING: 35203 1994
 AB2284_MARK LOGO: MIDT  
 AB2284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2284+STABILITY: SURFACE MOTION
 AB2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2284+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2284
 AB2284  HISTORY     - Date     Condition        Report By
 AB2284  HISTORY     - 1994     MONUMENTED       MIDT
 AB2284
 AB2284                          STATION DESCRIPTION
 AB2284
 AB2284'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2284'STATION IS LOCATED IN QUAD 440833 AND ON THE TAWAS CITY QUADRANGLE
 AB2284'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 3, T-21-N, R-7-E, IN
 AB2284'ALABASTER TOWNSHIP.  ABOUT 6.3 MI (10.1 KM) SOUTHEAST OF THE VILLAGE
 AB2284'OF SAND LAKE, 6.3 MI (10.1 KM) NORTHEAST OF NATIONAL CITY AND 4.4 MI
 AB2284'(7.1 KM) SOUTHWEST OF TAWAS CITY, AND IS ON COUNTY ROAD RIGHT-OF-WAY.
 AB2284'TO REACH THE STATION FROM THE POST OFFICE IN NATIONAL CITY, GO EAST
 AB2284'1.6 MI (2.6 KM) ALONG WHITTEMORE ROAD TO SAND LAKE ROAD.  TURN LEFT
 AB2284'AND GO NORTH 1.1 MI (1.8 KM) ALONG SAND LAKE ROAD TO T-ROAD, TOWNLINE
 AB2284'ROAD.  TURN RIGHT AND GO EAST 5.2 MI (8.4 KM) ALONG TOWNLINE ROAD TO
 AB2284'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 96.6 FT (29.4 M)
 AB2284'NORTHWEST FROM UTILITY POLE, 66.0 FT (20.1 M) NORTHEAST FROM TOWNLINE
 AB2284'CAMPGROUND-FLAG POLE, 65.0 FT (19.8 M) WEST FROM EAST ENTERANCE TO
 AB2284'TOWNLINE CAMPGROUND, 20.8 FT (6.3 M) SOUTH FROM CENTER OF TOWNLINE
 AB2284'ROAD, AND 3.0 FT (0.9 M) NORTH FROM WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2279 ***********************************************************************
 AB2279  DESIGNATION -  35204
 AB2279  PID         -  AB2279
 AB2279  STATE/COUNTY-  MI/IOSCO
 AB2279  USGS QUAD   -  HALE SE (1968)
 AB2279
 AB2279                         *CURRENT SURVEY CONTROL
 AB2279  ___________________________________________________________________
 AB2279* NAD 83(1994)-  44 16 37.55505(N)    083 46 46.63694(W)     ADJUSTED  
 AB2279* NAVD 88     -       235.8    (meters)     774.     (feet)  GPS OBS   
 AB2279  ___________________________________________________________________
 AB2279  X           -     495,625.665 (meters)                     COMP
 AB2279  Y           -  -4,547,247.644 (meters)                     COMP
 AB2279  Z           -   4,430,328.234 (meters)                     COMP
 AB2279  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AB2279  ELLIP HEIGHT-         200.68  (meters)          (07/12/02) GPS OBS
 AB2279  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AB2279
 AB2279  HORZ ORDER  -  FIRST
 AB2279  ELLP ORDER  -  FOURTH    CLASS I
 AB2279
 AB2279.The horizontal coordinates were established by GPS observations
 AB2279.and adjusted by the National Geodetic Survey in February 1997..
 AB2279
 AB2279.The orthometric height was determined by GPS observations and a
 AB2279.high-resolution geoid model.
 AB2279
 AB2279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2279
 AB2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2279
 AB2279.The ellipsoidal height was determined by GPS observations
 AB2279.and is referenced to NAD 83.
 AB2279
 AB2279.The geoid height was determined by GEOID03.
 AB2279
 AB2279;                    North         East     Units Scale Factor Converg.
 AB2279;SPC MI C     -   106,894.593 6,046,863.623   MT  0.99997982   +0 24 52.9
 AB2279;SPC MI C     -   350,704.05 19,838,791.41   iFT  0.99997982   +0 24 52.9
 AB2279;UTM  17      - 4,906,408.141   278,183.815   MT  1.00020515   -1 56 28.8
 AB2279
 AB2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2279!SPC MI C     -   0.99996853  x   0.99997982  =   0.99994836
 AB2279!UTM  17      -   0.99996853  x   1.00020515  =   1.00017368
 AB2279
 AB2279                          SUPERSEDED SURVEY CONTROL
 AB2279
 AB2279  ELLIP H (02/03/97)  200.70   (m)                       GP(       ) 4 1
 AB2279  NAD 83(1986)-  44 16 37.54453(N)    083 46 46.64645(W) AD(       ) 1
 AB2279
 AB2279.Superseded values are not recommended for survey control.
 AB2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2279.See file dsdata.txt to determine how the superseded data were derived.
 AB2279
 AB2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7818406408(NAD 83)
 AB2279_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2279_STAMPING: 35204 1994
 AB2279_MARK LOGO: MIDT  
 AB2279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2279+STABILITY: SURFACE MOTION
 AB2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2279+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2279
 AB2279  HISTORY     - Date     Condition        Report By
 AB2279  HISTORY     - 1994     MONUMENTED       MIDT
 AB2279  HISTORY     - 20060114 GOOD             USPSQD
 AB2279
 AB2279                          STATION DESCRIPTION
 AB2279
 AB2279'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2279'STATION IS LOCATED IN QUAD 440833 AND ON FLOYD LAKE QUADRANGLE MAP. IT
 AB2279'IS IN THE NORTHWEST 1/4 OF SECTION 25, T-22-N, R-5-E, IN RENO
 AB2279'TOWNSHIP.  ABOUT 24.5 MI (39.4 KM) SOUTHWEST OF OSCODA, 13.2 MI (21.2
 AB2279'KM) WEST OF TAWAS CITY, AND 4.2 MI (6.8 KM) NORTHEAST OF NATIONAL
 AB2279'CITY, AND IS ON STATE HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AB2279'INTERSECTION OF STATE HIGHWAY M-65 AND STATE HIGHWAY M-55, GO EAST 1.2
 AB2279'MI (1.9 KM) ALONG STATE HIGHWAY M-55 TO THE STATION ON THE RIGHT AS
 AB2279'DESCRIBED.  STATION IS 216.0 FT (65.8 M) EAST FROM INTERSECTION OF
 AB2279'STATE HIGHWAY M-55 AND DRIVEWAY TO HOUSE NUMBER 6405, 66.2 FT (20.2 M)
 AB2279'NORTHWEST FROM TELEPHONE BOX, 24.5 FT (7.5 M) SOUTH FROM CENTER OF
 AB2279'STATE HIGHWAY M-55, 19.6 FT (6.0 M) NORTHEAST FROM EAST EDGE OF
 AB2279'CONCRETE CULVERT HEADWALL, AND 3.0 FT (0.9 M) FROM A WITNESS POST.
 AB2279
 AB2279                          STATION RECOVERY (2006)
 AB2279
 AB2279'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2279'THE WITNESS POST NEEDS TO BE REPLACED.  THE TOP HALF IS MISSING AND
 AB2279'THE BOTTOM HALF HAS SPLINTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2283 ***********************************************************************
 AB2283  DESIGNATION -  35205
 AB2283  PID         -  AB2283
 AB2283  STATE/COUNTY-  MI/IOSCO
 AB2283  USGS QUAD   -  HALE SE (1968)
 AB2283
 AB2283                         *CURRENT SURVEY CONTROL
 AB2283  ___________________________________________________________________
 AB2283* NAD 83(1994)-  44 16 38.25709(N)    083 45 29.50119(W)     ADJUSTED  
 AB2283* NAVD 88     -       234.0    (meters)     768.     (feet)  GPS OBS   
 AB2283  ___________________________________________________________________
 AB2283  X           -     497,324.357 (meters)                     COMP
 AB2283  Y           -  -4,547,045.674 (meters)                     COMP
 AB2283  Z           -   4,430,342.506 (meters)                     COMP
 AB2283  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AB2283  ELLIP HEIGHT-         198.90  (meters)          (07/12/02) GPS OBS
 AB2283  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AB2283
 AB2283  HORZ ORDER  -  FIRST
 AB2283  ELLP ORDER  -  FOURTH    CLASS I
 AB2283
 AB2283.The horizontal coordinates were established by GPS observations
 AB2283.and adjusted by the National Geodetic Survey in February 1997..
 AB2283
 AB2283.The orthometric height was determined by GPS observations and a
 AB2283.high-resolution geoid model.
 AB2283
 AB2283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2283
 AB2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2283
 AB2283.The ellipsoidal height was determined by GPS observations
 AB2283.and is referenced to NAD 83.
 AB2283
 AB2283.The geoid height was determined by GEOID03.
 AB2283
 AB2283;                    North         East     Units Scale Factor Converg.
 AB2283;SPC MI C     -   106,928.867 6,048,573.907   MT  0.99997979   +0 25 47.4
 AB2283;SPC MI C     -   350,816.49 19,844,402.58   iFT  0.99997979   +0 25 47.4
 AB2283;UTM  17      - 4,906,372.068   279,894.439   MT  1.00019585   -1 55 34.9
 AB2283
 AB2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2283!SPC MI C     -   0.99996881  x   0.99997979  =   0.99994860
 AB2283!UTM  17      -   0.99996881  x   1.00019585  =   1.00016466
 AB2283
 AB2283                          SUPERSEDED SURVEY CONTROL
 AB2283
 AB2283  ELLIP H (02/03/97)  198.91   (m)                       GP(       ) 4 1
 AB2283  NAD 83(1986)-  44 16 38.24663(N)    083 45 29.51047(W) AD(       ) 1
 AB2283
 AB2283.Superseded values are not recommended for survey control.
 AB2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2283.See file dsdata.txt to determine how the superseded data were derived.
 AB2283
 AB2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7989406372(NAD 83)
 AB2283_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2283_STAMPING: 35205 1994
 AB2283_MARK LOGO: MIDT  
 AB2283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2283+STABILITY: SURFACE MOTION
 AB2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2283+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2283
 AB2283  HISTORY     - Date     Condition        Report By
 AB2283  HISTORY     - 1994     MONUMENTED       MIDT
 AB2283  HISTORY     - 20060114 GOOD             USPSQD
 AB2283
 AB2283                          STATION DESCRIPTION
 AB2283
 AB2283'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2283'STATION IS LOCATED IN QUAD 440833 AND ON THE HALE SOUTHEAST QUADRANGLE
 AB2283'MAP.  IT IS IN THE SOUTHWEST 1/4 OF SECTION 19, T-22-N, R-5-E, IN
 AB2283'GRANT TOWNSHIP.  ABOUT 7.3 MI (11.7 KM) SOUTHEAST OF HALE, 4.0 MI (6.4
 AB2283'KM) NORTHEAST OF WHITTEMORE, AND 12.5 MI (20.1 KM) WEST OF TAWAS CITY.
 AB2283'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAY M-65 AND STATE
 AB2283'HIGHWAY M-55, GO EAST ALONG STATE HIGHWAY M-55 FOR 2.3 MI (3.7 KM) TO
 AB2283'THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 33.5 FT (10.2 M)
 AB2283'NORTH FROM CENTER PAVEMENT STATE HIGHWAY 55, 79.0 FT (24.1 M)
 AB2283'SOUTHWEST FROM A UTILITY POLE, 117.3 FT (35.8 M) SOUTHEAST FROM A
 AB2283'UTILITY POLE 134.4 FT (41.0 M) NORTHEAST FROM THE INTERSECTION OF
 AB2283'CHEROKEE STREET AND STATE HIGHWAY M-55, AND 3.0 FT (0.9 M) SOUTH OF A
 AB2283'WITNESS POST.
 AB2283
 AB2283                          STATION RECOVERY (2006)
 AB2283
 AB2283'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2286 ***********************************************************************
 AB2286  DESIGNATION -  35206
 AB2286  PID         -  AB2286
 AB2286  STATE/COUNTY-  MI/IOSCO
 AB2286  USGS QUAD   -  WHITTEMORE (1968)
 AB2286
 AB2286                         *CURRENT SURVEY CONTROL
 AB2286  ___________________________________________________________________
 AB2286* NAD 83(1994)-  44 10 25.26400(N)    083 45 49.00257(W)     ADJUSTED  
 AB2286* NAVD 88     -       194.8    (meters)     639.     (feet)  GPS OBS   
 AB2286  ___________________________________________________________________
 AB2286  X           -     497,763.722 (meters)                     COMP
 AB2286  Y           -  -4,555,047.373 (meters)                     COMP
 AB2286  Z           -   4,422,064.917 (meters)                     COMP
 AB2286  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AB2286  ELLIP HEIGHT-         159.69  (meters)          (07/12/02) GPS OBS
 AB2286  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AB2286
 AB2286  HORZ ORDER  -  FIRST
 AB2286  ELLP ORDER  -  FOURTH    CLASS I
 AB2286
 AB2286.The horizontal coordinates were established by GPS observations
 AB2286.and adjusted by the National Geodetic Survey in February 1997..
 AB2286
 AB2286.The orthometric height was determined by GPS observations and a
 AB2286.high-resolution geoid model.
 AB2286
 AB2286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2286
 AB2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2286
 AB2286.The ellipsoidal height was determined by GPS observations
 AB2286.and is referenced to NAD 83.
 AB2286
 AB2286.The geoid height was determined by GEOID03.
 AB2286
 AB2286;                    North         East     Units Scale Factor Converg.
 AB2286;SPC MI C     -    95,413.357 6,048,227.072   MT  1.00000223   +0 25 33.6
 AB2286;SPC MI C     -   313,035.95 19,843,264.67   iFT  1.00000223   +0 25 33.6
 AB2286;UTM  17      - 4,894,878.143   279,074.670   MT  1.00020031   -1 55 35.6
 AB2286
 AB2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2286!SPC MI C     -   0.99997496  x   1.00000223  =   0.99997719
 AB2286!UTM  17      -   0.99997496  x   1.00020031  =   1.00017527
 AB2286
 AB2286                          SUPERSEDED SURVEY CONTROL
 AB2286
 AB2286  ELLIP H (02/03/97)  159.70   (m)                       GP(       ) 4 1
 AB2286  NAD 83(1986)-  44 10 25.25366(N)    083 45 49.01269(W) AD(       ) 1
 AB2286
 AB2286.Superseded values are not recommended for survey control.
 AB2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2286.See file dsdata.txt to determine how the superseded data were derived.
 AB2286
 AB2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7907594878(NAD 83)
 AB2286_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2286_STAMPING: 35206 1994
 AB2286_MARK LOGO: MIDT  
 AB2286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2286+STABILITY: SURFACE MOTION
 AB2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2286+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2286
 AB2286  HISTORY     - Date     Condition        Report By
 AB2286  HISTORY     - 1994     MONUMENTED       MIDT
 AB2286  HISTORY     - 20060114 GOOD             USPSQD
 AB2286
 AB2286                          STATION DESCRIPTION
 AB2286
 AB2286'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2286'STATION IS LOCATED IN QUAD 440833 AND ON WHITTEMORE QUADRANGLE MAP. IT
 AB2286'IS JUST INTO THE NORTHEAST 1/4 OF SECTION 36, T-21-N, R-5-E, IN
 AB2286'BURLEIGH TOWNSHIP.  ABOUT 12.7 MI (20.4 KM) SOUTHWEST OF TAWAS CITY,
 AB2286'4.6 MI (7.4 KM) SOUTHEAST OF WHITTEMORE, 2.8 MI (4.5 KM) NORTHEAST OF
 AB2286'TURNER, AND IS ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AB2286'THE POST OFFICE IN TURNER, GO EAST 1.0 MI (1.6 KM) ALONG TURNER ROAD
 AB2286'TO CROSSROAD, LENTNER ROAD.  TURN LEFT AND GO NORTH 1.4 MI (2.3 KM)
 AB2286'ALONG LENTNER ROAD TO DYER ROAD (THE COUNTY LINE) .  TURN RIGHT AND GO
 AB2286'EAST 0.2 MI (0.3 KM) ALONG DYER ROAD TO T-ROAD LEFT, BRITT ROAD.  TURN
 AB2286'LEFT AND GO NORTH 0.8 MI (1.3 KM) ALONG BRITT ROAD TO STATION ON THE
 AB2286'RIGHT AS DESCRIBED.  STATION IS 84.4 FT (25.7 M) SOUTHEAST FROM EAST
 AB2286'RAIL OF D AND M RAILROAD TRACKS, 52.0 FT (15.8 M) EAST FROM SOUTH END
 AB2286'OF A 1.5 FT (0.5 M) DIAMETER CULVERT, 28.0 FT (8.5 M) WEST FROM FENCE
 AB2286'LINE, 21.1 FT (6.4 M) EAST FROM CENTER OF BRITT ROAD, AND 3.0 FEET
 AB2286'(0.9 M) WEST FROM CARSONITE WITNESS POST.
 AB2286
 AB2286                          STATION RECOVERY (2006)
 AB2286
 AB2286'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2280 ***********************************************************************
 AB2280  DESIGNATION -  35207
 AB2280  PID         -  AB2280
 AB2280  STATE/COUNTY-  MI/IOSCO
 AB2280  USGS QUAD   -  WHITTEMORE (1968)
 AB2280
 AB2280                         *CURRENT SURVEY CONTROL
 AB2280  ___________________________________________________________________
 AB2280* NAD 83(1994)-  44 11 26.71624(N)    083 45 06.70115(W)     ADJUSTED  
 AB2280* NAVD 88     -       196.5    (meters)     645.     (feet)  GPS OBS   
 AB2280  ___________________________________________________________________
 AB2280  X           -     498,554.131 (meters)                     COMP
 AB2280  Y           -  -4,553,632.290 (meters)                     COMP
 AB2280  Z           -   4,423,426.343 (meters)                     COMP
 AB2280  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AB2280  ELLIP HEIGHT-         161.38  (meters)          (07/12/02) GPS OBS
 AB2280  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 AB2280
 AB2280  HORZ ORDER  -  FIRST
 AB2280  ELLP ORDER  -  FOURTH    CLASS I
 AB2280
 AB2280.The horizontal coordinates were established by GPS observations
 AB2280.and adjusted by the National Geodetic Survey in February 1997..
 AB2280
 AB2280.The orthometric height was determined by GPS observations and a
 AB2280.high-resolution geoid model.
 AB2280
 AB2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2280
 AB2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2280
 AB2280.The ellipsoidal height was determined by GPS observations
 AB2280.and is referenced to NAD 83.
 AB2280
 AB2280.The geoid height was determined by GEOID03.
 AB2280
 AB2280;                    North         East     Units Scale Factor Converg.
 AB2280;SPC MI C     -    97,317.112 6,049,152.371   MT  0.99999831   +0 26 03.5
 AB2280;SPC MI C     -   319,281.86 19,846,300.43   iFT  0.99999831   +0 26 03.5
 AB2280;UTM  17      - 4,896,742.674   280,077.544   MT  1.00019487   -1 55 08.2
 AB2280
 AB2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2280!SPC MI C     -   0.99997470  x   0.99999831  =   0.99997301
 AB2280!UTM  17      -   0.99997470  x   1.00019487  =   1.00016956
 AB2280
 AB2280                          SUPERSEDED SURVEY CONTROL
 AB2280
 AB2280  ELLIP H (02/03/97)  161.39   (m)                       GP(       ) 4 1
 AB2280  NAD 83(1986)-  44 11 26.70584(N)    083 45 06.71113(W) AD(       ) 1
 AB2280
 AB2280.Superseded values are not recommended for survey control.
 AB2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2280.See file dsdata.txt to determine how the superseded data were derived.
 AB2280
 AB2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8007896743(NAD 83)
 AB2280_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2280_STAMPING: 35207 1994
 AB2280_MARK LOGO: MIDT  
 AB2280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2280+STABILITY: SURFACE MOTION
 AB2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2280+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 AB2280
 AB2280  HISTORY     - Date     Condition        Report By
 AB2280  HISTORY     - 1994     MONUMENTED       MIDT
 AB2280  HISTORY     - 20060114 GOOD             USPSQD
 AB2280
 AB2280                          STATION DESCRIPTION
 AB2280
 AB2280'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AB2280'STATION IS LOCATED IN QUAD 440833 AND ON WHITTEMORE QUADRANGLE MAP. IT
 AB2280'IS IN THE SOUTHEAST 1/4 OF SECTION 19, T-21-N, R-6-E, IN SHERMAN
 AB2280'TOWNSHIP.  ABOUT 13.0 MI (20.9 KM) SOUTHWEST OF TAWAS CITY, 3.8 MI
 AB2280'(6.1 KM) NORTHEAST OF TURNER, AND 3.4 MI (5.5 KM) SOUTHWEST OF
 AB2280'NATIONAL CITY, AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION
 AB2280'FROM THE POST OFFICE IN TURNER, GO EAST 1.0 MI (1.6 KM) ALONG TURNER
 AB2280'ROAD TO LENTNER ROAD.  TURN LEFT AND GO NORTH 1.4 MI (2.3 KM) ALONG
 AB2280'LENTNER ROAD TO DYER ROAD AT THE COUNTY LINE.  TURN RIGHT AND GO EAST
 AB2280'0.2 MI (0.3 KM) ALONG DYER ROAD TO BRITT ROAD.  TURN LEFT AND GO NORTH
 AB2280'2.0 MI (3.2 KM) ALONG BRITT ROAD TO TURTLE ROAD.  TURN RIGHT AND GO
 AB2280'EAST 0.6 MI (1.0 KM) ALONG TURTLE ROAD TO JUST BEYOND THE RAILROAD AND
 AB2280'THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 91.0 FT (27.7 M)
 AB2280'EAST FROM EAST RAIL OF RAILROAD TRACKS, 29.6 FT (9.0 M) SOUTHWEST FROM
 AB2280'UTILITY POLE, 28.8 FT (8.8 M) SOUTH FROM EAST LEG OF POWER LINE TOWER,
 AB2280'19.5 FT (5.9 M) NORTH FROM CENTER OF TURTLE ROAD, AND 3.0 FEET (0.9 M)
 AB2280'SOUTH FROM CARSONITE FROM WITNESS MARKER.
 AB2280
 AB2280                          STATION RECOVERY (2006)
 AB2280
 AB2280'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 AB2280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0201 ***********************************************************************
 PL0201  DESIGNATION -  356
 PL0201  PID         -  PL0201
 PL0201  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0201  USGS QUAD   -  FIFE LAKE (1985)
 PL0201
 PL0201                         *CURRENT SURVEY CONTROL
 PL0201  ___________________________________________________________________
 PL0201* NAD 83(1994)-  44 33 39.80131(N)    085 22 17.44914(W)     ADJUSTED  
 PL0201* NAVD 88     -       326.611  (meters)    1071.56   (feet)  ADJUSTED  
 PL0201  ___________________________________________________________________
 PL0201  X           -     367,334.158 (meters)                     COMP
 PL0201  Y           -  -4,537,313.782 (meters)                     COMP
 PL0201  Z           -   4,452,930.366 (meters)                     COMP
 PL0201  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 PL0201  ELLIP HEIGHT-         292.91  (meters)          (02/03/97) GPS OBS
 PL0201  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PL0201  DYNAMIC HT  -         326.579 (meters)    1071.45  (feet)  COMP
 PL0201  MODELED GRAV-     980,507.6   (mgal)                       NAVD 88
 PL0201
 PL0201  HORZ ORDER  -  FIRST
 PL0201  VERT ORDER  -  SECOND    CLASS 0
 PL0201  ELLP ORDER  -  FOURTH    CLASS I
 PL0201
 PL0201.The horizontal coordinates were established by GPS observations
 PL0201.and adjusted by the National Geodetic Survey in February 1997..
 PL0201
 PL0201.The orthometric height was determined by differential leveling
 PL0201.and adjusted by the National Geodetic Survey in June 1991..
 PL0201
 PL0201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0201
 PL0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0201
 PL0201.The ellipsoidal height was determined by GPS observations
 PL0201.and is referenced to NAD 83.
 PL0201
 PL0201.The geoid height was determined by GEOID03.
 PL0201
 PL0201.The dynamic height is computed by dividing the NAVD 88
 PL0201.geopotential number by the normal gravity value computed on the
 PL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0201.degrees latitude (g = 980.6199 gals.).
 PL0201
 PL0201.The modeled gravity was interpolated from observed gravity values.
 PL0201
 PL0201;                    North         East     Units Scale Factor Converg.
 PL0201;SPC MI C     -   138,771.518 5,920,175.649   MT  0.99993484   -0 42 35.4
 PL0201;SPC MI C     -   455,287.13 19,423,148.45   iFT  0.99993484   -0 42 35.4
 PL0201;UTM  16      - 4,935,480.919   629,326.115   MT  0.99980568   +1 08 34.1
 PL0201
 PL0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0201!SPC MI C     -   0.99995408  x   0.99993484  =   0.99988892
 PL0201!UTM  16      -   0.99995408  x   0.99980568  =   0.99975976
 PL0201
 PL0201                          SUPERSEDED SURVEY CONTROL
 PL0201
 PL0201  NAD 83(1986)-  44 33 39.79880(N)    085 22 17.44891(W) AD(       ) 1
 PL0201  NGVD 29 (??/??/92)  326.697  (m)         1071.84   (f) ADJ UNCH    2 0
 PL0201
 PL0201.Superseded values are not recommended for survey control.
 PL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0201.See file dsdata.txt to determine how the superseded data were derived.
 PL0201
 PL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2932635481(NAD 83)
 PL0201_MARKER: Z = SEE DESCRIPTION
 PL0201_SETTING: 0 = UNSPECIFIED SETTING
 PL0201_STAMPING: 356
 PL0201_MARK LOGO: PRR   
 PL0201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0201+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 PL0201
 PL0201  HISTORY     - Date     Condition        Report By
 PL0201  HISTORY     - UNK      MONUMENTED       PRR
 PL0201  HISTORY     - 1934     GOOD             NGS
 PL0201  HISTORY     - 19930406 GOOD             MIDT
 PL0201  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 PL0201  HISTORY     - 20060410 GOOD             GEOCAC
 PL0201
 PL0201                          STATION DESCRIPTION
 PL0201
 PL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0201'1.7 MI S FROM FIFE LAKE.
 PL0201'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0201'AT FIFE LAKE, GRAND TRAVERSE COUNTY, OPPOSITE MILEPOST 356,
 PL0201'AT THE MIDDLE OF A CUT, IN THE CENTER OF A DITCH ALONG THE
 PL0201'EAST SIDE OF THE RAILROAD BED, 2 YARDS EAST OF THE EAST RAIL,
 PL0201'AND 6 INCHES LOWER THAN THE RAIL.  THE TOP OF A VERTICAL RAIL,
 PL0201'STAMPED 356 AND PROJECTING 6 INCHES ABOVE GROUND.
 PL0201
 PL0201                          STATION RECOVERY (1993)
 PL0201
 PL0201'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0201'STATION IS LOCATED IN QUAD 440851 ON THE FIFE LAKE QUADRANGLE MAP. IT
 PL0201'IS IN THE SOUTHWEST 1/4 OF SECTION 14, T-25-N, R-9-W, FIFE LAKE
 PL0201'TOWNSHIP.  ABOUT 9 MI (14.5 KM) SOUTHWEST FROM SOUTH BOARDMAN, ABOUT
 PL0201'13.5 MI (21.7 KM) NORTH OF MANTON AND ABOUT 10.5 MI (16.9 KM)
 PL0201'SOUTHEAST OF KINGSLEY.
 PL0201'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-113 AND UNITED STATES
 PL0201'HIGHWAY 131, GO NORTH 3.0 MI (4.8 KM) ALONG UNITED STATES HIGHWAY 131
 PL0201'TO A TWO-TRACK ON THE LEFT. TURN LEFT AND GO SOUTHWEST 0.3 MI
 PL0201'(0.5 KM) ALONG THE TWO-TRACK TO THE STATION ON THE RIGHT, ABOUT 110.0
 PL0201'FT (33.5 M) NORTH OF THE TWO-TRACK ON THE SOUTHEAST SIDE OF THE
 PL0201'RAILOAD TRACKS AS DESCRIBED.
 PL0201'STATION IS A VERTICAL RAILROAD RAIL DRIVEN IN THE GROUND TO 3 CM BELOW
 PL0201'THE SURFACE. IT IS 6.2 FT (1.9 M) SOUTHEAST OF THE EASTERLY RAILROAD
 PL0201'RAIL, 28.2 FT (8.6 M) SOUTHEAST OF MILE MARKER 356, 67.0 FT (20.4 M)
 PL0201'SOUTH OF A WHISTLE SIGN AND 160.0 FT (48.8 M) SOUTH OF THE BEGINNING
 PL0201'OF CURVE IN RAILROAD TRACKS TO NORTH.
 PL0201
 PL0201                          STATION RECOVERY (1999)
 PL0201
 PL0201'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0201'MARK NOT FOUND.
 PL0201
 PL0201                          STATION RECOVERY (2006)
 PL0201
 PL0201'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0201'(ADD) 2.4 METERS (8.0 FEET) NORTHWEST OF CARSONITE WITNESS POST, 6
 PL0201'INCHES BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0354 ***********************************************************************
 NE0354  DESIGNATION -  36 1/2
 NE0354  PID         -  NE0354
 NE0354  STATE/COUNTY-  MI/OAKLAND
 NE0354  USGS QUAD   -  CLARKSTON (1983)
 NE0354
 NE0354                         *CURRENT SURVEY CONTROL
 NE0354  ___________________________________________________________________
 NE0354* NAD 83(1986)-  42 42 45.     (N)    083 27 57.     (W)     SCALED    
 NE0354* NAVD 88     -       310.715  (meters)    1019.40   (feet)  ADJUSTED  
 NE0354  ___________________________________________________________________
 NE0354  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NE0354  DYNAMIC HT  -         310.622 (meters)    1019.10  (feet)  COMP
 NE0354  MODELED GRAV-     980,311.7   (mgal)                       NAVD 88
 NE0354
 NE0354  VERT ORDER  -  SECOND    CLASS 0
 NE0354
 NE0354.The horizontal coordinates were scaled from a topographic map and have
 NE0354.an estimated accuracy of +/- 6 seconds.
 NE0354
 NE0354.The orthometric height was determined by differential leveling
 NE0354.and adjusted by the National Geodetic Survey in June 1991..
 NE0354
 NE0354.The geoid height was determined by GEOID03.
 NE0354
 NE0354.The dynamic height is computed by dividing the NAVD 88
 NE0354.geopotential number by the normal gravity value computed on the
 NE0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0354.degrees latitude (g = 980.6199 gals.).
 NE0354
 NE0354.The modeled gravity was interpolated from observed gravity values.
 NE0354
 NE0354;                    North         East    Units  Estimated Accuracy
 NE0354;SPC MI S     -   135,080.    4,073,790.      MT  (+/- 180 meters Scaled)
 NE0354
 NE0354                          SUPERSEDED SURVEY CONTROL
 NE0354
 NE0354  NGVD 29 (??/??/92)  310.798  (m)         1019.68   (f) ADJ UNCH    2 0
 NE0354
 NE0354.Superseded values are not recommended for survey control.
 NE0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0354.See file dsdata.txt to determine how the superseded data were derived.
 NE0354
 NE0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH980318(NAD 83)
 NE0354_MARKER: B = BOLT
 NE0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0354_STAMPING: 36-1/2
 NE0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0354+STABILITY: SURFACE MOTION
 NE0354
 NE0354  HISTORY     - Date     Condition        Report By
 NE0354  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0354  HISTORY     - 1934     GOOD             NGS
 NE0354  HISTORY     - 20020504 MARK NOT FOUND   USPSQD
 NE0354
 NE0354                          STATION DESCRIPTION
 NE0354
 NE0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0354'1.4 MI NW FROM CLARKSTON.
 NE0354'1.4 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0354'THE STATION AT CLARKSTON, OAKLAND COUNTY, 0.5 MILE NORTHWEST
 NE0354'OF MILEPOST D 36, 825 YARDS SOUTHEAST OF A ROAD CROSSING, 30
 NE0354'YARDS EAST OF A WHISTLE POST, 40 FEET NORTHEAST OF THE NORTHEAST
 NE0354'RAIL, AND ABOUT LEVEL WITH THE TRACK.  A COPPER BOLT, STAMPED
 NE0354'36-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0354
 NE0354                          STATION RECOVERY (2002)
 NE0354
 NE0354'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0312 ***********************************************************************
 OK0312  DESIGNATION -  36 1/2
 OK0312  PID         -  OK0312
 OK0312  STATE/COUNTY-  MI/MONTCALM
 OK0312  USGS QUAD   -  GREENVILLE EAST (1972)
 OK0312
 OK0312                         *CURRENT SURVEY CONTROL
 OK0312  ___________________________________________________________________
 OK0312* NAD 83(1986)-  43 11 05.     (N)    085 10 41.     (W)     SCALED    
 OK0312* NAVD 88     -       268.847  (meters)     882.04   (feet)  ADJUSTED  
 OK0312  ___________________________________________________________________
 OK0312  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 OK0312  DYNAMIC HT  -         268.789 (meters)     881.85  (feet)  COMP
 OK0312  MODELED GRAV-     980,399.3   (mgal)                       NAVD 88
 OK0312
 OK0312  VERT ORDER  -  SECOND    CLASS 0
 OK0312
 OK0312.The horizontal coordinates were scaled from a topographic map and have
 OK0312.an estimated accuracy of +/- 6 seconds.
 OK0312
 OK0312.The orthometric height was determined by differential leveling
 OK0312.and adjusted by the National Geodetic Survey in June 1991..
 OK0312
 OK0312.The geoid height was determined by GEOID03.
 OK0312
 OK0312.The dynamic height is computed by dividing the NAVD 88
 OK0312.geopotential number by the normal gravity value computed on the
 OK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0312.degrees latitude (g = 980.6199 gals.).
 OK0312
 OK0312.The modeled gravity was interpolated from observed gravity values.
 OK0312
 OK0312;                    North         East    Units  Estimated Accuracy
 OK0312;SPC MI S     -   187,450.    3,934,040.      MT  (+/- 180 meters Scaled)
 OK0312
 OK0312                          SUPERSEDED SURVEY CONTROL
 OK0312
 OK0312  NGVD 29 (??/??/92)  268.978  (m)          882.47   (f) ADJ UNCH    2 0
 OK0312
 OK0312.Superseded values are not recommended for survey control.
 OK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0312.See file dsdata.txt to determine how the superseded data were derived.
 OK0312
 OK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN480829(NAD 83)
 OK0312_MARKER: Z = SEE DESCRIPTION
 OK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0312_STAMPING: 36-1/2
 OK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0312+STABILITY: SURFACE MOTION
 OK0312
 OK0312  HISTORY     - Date     Condition        Report By
 OK0312  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0312  HISTORY     - 1934     GOOD             NGS
 OK0312  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0312  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0312
 OK0312                          STATION DESCRIPTION
 OK0312
 OK0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0312'1.5 MI W FROM MILLERS.
 OK0312'1.3 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0312'AT MILLERS, 1/2 MILE WEST OF A ROAD CROSSING, AT THE TOP OF A
 OK0312'CUT, 33 FEET NORTH OF THE NORTH RAIL, AND ABOUT 6 FEET HIGHER
 OK0312'THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 36-1/2 AND SET IN
 OK0312'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OK0312'GROUND.
 OK0312
 OK0312                          STATION RECOVERY (1969)
 OK0312
 OK0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0312'MARK NOT FOUND.
 OK0312
 OK0312                          STATION RECOVERY (2001)
 OK0312
 OK0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0312'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0451 ***********************************************************************
 NE0451  DESIGNATION -  36 3
 NE0451  PID         -  NE0451
 NE0451  STATE/COUNTY-  MI/OAKLAND
 NE0451  USGS QUAD   -  BIRMINGHAM (1981)
 NE0451
 NE0451                         *CURRENT SURVEY CONTROL
 NE0451  ___________________________________________________________________
 NE0451* NAD 83(1986)-  42 32 45.     (N)    083 12 54.     (W)     SCALED    
 NE0451* NAVD 88     -       237.990  (meters)     780.81   (feet)  ADJUSTED  
 NE0451  ___________________________________________________________________
 NE0451  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NE0451  DYNAMIC HT  -         237.923 (meters)     780.59  (feet)  COMP
 NE0451  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 NE0451
 NE0451  VERT ORDER  -  SECOND    CLASS 0
 NE0451
 NE0451.The horizontal coordinates were scaled from a topographic map and have
 NE0451.an estimated accuracy of +/- 6 seconds.
 NE0451
 NE0451.The orthometric height was determined by differential leveling
 NE0451.and adjusted by the National Geodetic Survey in June 1991..
 NE0451
 NE0451.The geoid height was determined by GEOID03.
 NE0451
 NE0451.The dynamic height is computed by dividing the NAVD 88
 NE0451.geopotential number by the normal gravity value computed on the
 NE0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0451.degrees latitude (g = 980.6199 gals.).
 NE0451
 NE0451.The modeled gravity was interpolated from observed gravity values.
 NE0451
 NE0451;                    North         East    Units  Estimated Accuracy
 NE0451;SPC MI S     -   116,820.    4,094,590.      MT  (+/- 180 meters Scaled)
 NE0451
 NE0451                          SUPERSEDED SURVEY CONTROL
 NE0451
 NE0451  NGVD 29 (??/??/92)  238.120  (m)          781.23   (f) ADJ UNCH    2 0
 NE0451
 NE0451.Superseded values are not recommended for survey control.
 NE0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0451.See file dsdata.txt to determine how the superseded data were derived.
 NE0451
 NE0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH181127(NAD 83)
 NE0451_MARKER: DD = SURVEY DISK
 NE0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0451_MARK LOGO: NONE  
 NE0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0451+STABILITY: SURFACE MOTION
 NE0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0451+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0451
 NE0451  HISTORY     - Date     Condition        Report By
 NE0451  HISTORY     - UNK      MONUMENTED       MI0490
 NE0451  HISTORY     - 1952     GOOD             NGS
 NE0451  HISTORY     - 1983     GOOD             USPSQD
 NE0451  HISTORY     - 19941012 GOOD             LOCENG
 NE0451  HISTORY     - 19941012 GOOD             LOCENG
 NE0451  HISTORY     - 19970426 GOOD             USPSQD
 NE0451  HISTORY     - 20000808 GOOD             WOOLPT
 NE0451  HISTORY     - 20050113 GOOD             INDIV
 NE0451  HISTORY     - 20060314 GOOD             INDIV
 NE0451
 NE0451                          STATION DESCRIPTION
 NE0451
 NE0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0451'AT BIRMINGHAM.
 NE0451'AT BIRMINGHAM, OAKLAND COUNTY, AT THE SOUTHWEST CORNER OF
 NE0451'INTERSECTION OF PIERCE AND MARTIN STREETS, 16 YARDS SOUTHWEST
 NE0451'FROM INTERSECTION OF THE STREETS, AT THE NORTHEAST CORNER OF
 NE0451'THE MUNICIPAL BUILDING LAWN, 11 YARDS SOUTH OF CENTERLINE OF
 NE0451'PIERCE STREET, 10 YARDS WEST OF MARTIN STREET AND LEVEL WITH
 NE0451'THE SURFACE OF THE SIDEWALK.  A CITY OF BIRMINGHAM STANDARD
 NE0451'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0451
 NE0451                          STATION RECOVERY (1983)
 NE0451
 NE0451'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (1994)
 NE0451
 NE0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0451'RECOVERED AS DESCRIBED.
 NE0451
 NE0451                          STATION RECOVERY (1994)
 NE0451
 NE0451'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0451'RECOVERED AS DESCRIBED.
 NE0451
 NE0451                          STATION RECOVERY (1997)
 NE0451
 NE0451'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (2000)
 NE0451
 NE0451'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (2005)
 NE0451
 NE0451'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ANB)
 NE0451'RECOVERED IN GOOD CONDITION.
 NE0451
 NE0451                          STATION RECOVERY (2006)
 NE0451
 NE0451'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0451'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5161 ***********************************************************************
 AA5161  DESIGNATION -  36 34 4
 AA5161  PID         -  AA5161
 AA5161  STATE/COUNTY-  MI/OAKLAND
 AA5161  USGS QUAD   -  BIRMINGHAM (1981)
 AA5161
 AA5161                         *CURRENT SURVEY CONTROL
 AA5161  ___________________________________________________________________
 AA5161* NAD 83(1994)-  42 32 52.50873(N)    083 08 48.52506(W)     ADJUSTED  
 AA5161* NAVD 88     -       203.5    (meters)     668.     (feet)  GPS OBS   
 AA5161  ___________________________________________________________________
 AA5161  X           -     561,568.555 (meters)                     COMP
 AA5161  Y           -  -4,672,558.523 (meters)                     COMP
 AA5161  Z           -   4,290,752.303 (meters)                     COMP
 AA5161  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 AA5161  ELLIP HEIGHT-         169.38  (meters)          (07/12/02) GPS OBS
 AA5161  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AA5161
 AA5161  HORZ ORDER  -  FIRST
 AA5161  ELLP ORDER  -  FOURTH    CLASS I
 AA5161
 AA5161.The horizontal coordinates were established by GPS observations
 AA5161.and adjusted by the National Geodetic Survey in February 1997..
 AA5161
 AA5161.The orthometric height was determined by GPS observations and a
 AA5161.high-resolution geoid model.
 AA5161
 AA5161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5161
 AA5161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5161
 AA5161.The ellipsoidal height was determined by GPS observations
 AA5161.and is referenced to NAD 83.
 AA5161
 AA5161.The geoid height was determined by GEOID03.
 AA5161
 AA5161;                    North         East     Units Scale Factor Converg.
 AA5161;SPC MI S     -   117,125.875 4,100,183.095   MT  0.99992409   +0 49 48.5
 AA5161;SPC MI S     -   384,271.24 13,452,044.27   iFT  0.99992409   +0 49 48.5
 AA5161;UTM  17      - 4,712,847.498   323,735.872   MT  0.99998226   -1 27 07.4
 AA5161
 AA5161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5161!SPC MI S     -   0.99997344  x   0.99992409  =   0.99989753
 AA5161!UTM  17      -   0.99997344  x   0.99998226  =   0.99995570
 AA5161
 AA5161                          SUPERSEDED SURVEY CONTROL
 AA5161
 AA5161  ELLIP H (02/03/97)  169.42   (m)                       GP(       ) 4 1
 AA5161  NAD 83(1986)-  42 32 52.51274(N)    083 08 48.55662(W) AD(       ) 1
 AA5161  NAD 83(1986)-  42 32 52.51397(N)    083 08 48.54842(W) AD(       ) 1
 AA5161
 AA5161.Superseded values are not recommended for survey control.
 AA5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5161.See file dsdata.txt to determine how the superseded data were derived.
 AA5161
 AA5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2373612847(NAD 83)
 AA5161_MARKER: DB = BENCH MARK DISK
 AA5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5161_STAMPING: 36-34-4 1989
 AA5161_MARK LOGO: MI4905
 AA5161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5161+STABILITY: SURFACE MOTION
 AA5161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5161+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AA5161
 AA5161  HISTORY     - Date     Condition        Report By
 AA5161  HISTORY     - 1989     MONUMENTED       MI4905
 AA5161  HISTORY     - 1989     GOOD             WADTRI
 AA5161  HISTORY     - 20010331 GOOD             NGS
 AA5161  HISTORY     - 20060131 GOOD             INDIV
 AA5161
 AA5161                          STATION DESCRIPTION
 AA5161
 AA5161'DESCRIBED BY CITY OF TROY MICHIGAN 1989
 AA5161'THE STATION IS LOCATED IN THE COUNTY OF OAKLAND, MICHIGAN, IN THE
 AA5161'SOUTHEAST QUADRANT OF THE INTERSECTION OF LIVERNOIS ROAD AND EAST
 AA5161'MAPLE ROAD, IN THE CITY OF TROY. TO REACH THE STATION FROM THE
 AA5161'INTERSECTION OF I-75 AND BIG BEAVER ROAD IN TROY, PROCEED EAST ON BIG
 AA5161'BEAVER ROAD FOR 0.5 MI (0.8 KM) TO THE INTERSECTION WITH LIVERNOIS
 AA5161'ROAD. TURN RIGHT AND PROCEED SOUTH ON LIVERNOIS ROAD FOR 1.0 MI (1.6
 AA5161'KM) TO THE INTERSECTION WITH EAST MAPLE ROAD. CONTINUE SOUTH ON
 AA5161'LIVERNOIS ROAD FOR APPROXIMATELY 144 FT (43.9 M) TO THE STATION ON THE
 AA5161'LEFT. NOTE-- PARKING AT THE SUBWAY RESTAURANT. THE STATION IS A CITY
 AA5161'OF TROY BENCHMARK DISK, STAMPED 36-34-4 1989, AND SET IN TOP OF A
 AA5161'PYRAMIDAL-SHAPED CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES ABOVE
 AA5161'GROUND LEVEL. THE DISK IS LOCATED 1 FT (0.3 M) WEST OF THE EDGE OF
 AA5161'SIDEWALK, 10 FT (3.0 M) EAST OF THE BACK EDGE OF THE CURB, 30.1 FT
 AA5161'(9.2 M) NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE TO SUBWAY
 AA5161'RESTAURANT, 41.9 FT (12.8 M) EAST OF THE CENTERLINE OF LIVERNOIS ROAD
 AA5161'AND APPROXIMATELY 144 FT (43.9 M) SOUTH OF THE CENTERLINE OF EAST
 AA5161'MAPLE ROAD.
 AA5161
 AA5161                          STATION RECOVERY (1989)
 AA5161
 AA5161'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1989
 AA5161'TO REACH FROM THE INTERSECTION OF INTERSTATE 75 AND BIG BEAVER ROAD IN
 AA5161'TROY, GO EAST ON BIG BEAVER ROAD FOR 0.5 MILES (0.8 KM) TO LIVERNOIS
 AA5161'ROAD. TURN RIGHT AND GO SOUTH ON LIVERNOIS ROAD FOR 1 MILE (1.6 KM) TO
 AA5161'EAST MAPLE ROAD. CONTINUE SOUTH ON LIVERNOIS ROAD FOR APPROXIMATELY
 AA5161'144 FEET (43.9 M) TO THE MONUMENT ON THE LEFT.  NOTE-YOU CAN PARK IN
 AA5161'"SUBWAY SANDWICH RESTAURANT" PARKING LOT.
 AA5161'
 AA5161'THE STATION IS A PYRAMIDAL SHAPED CONCRETE MONUMENT WHICH IS FIVE FEET
 AA5161'IN LENGTH, THE TOP OF MONUMENT IS 6 INCHES BELOW THE SURFACE OF THE
 AA5161'GROUND.  THIS IS A CITY OF TROY BENCHMARK DISC.  IT IS 1 FOOT (0.3 M)
 AA5161'WEST FROM THE EDGE OF SIDEWALK, 10 FEET (3.0 M) EAST OF THE BACK EDGE
 AA5161'OF CURB, 30.1 FEET (9.2 M) NORTH OF THE CENTERLINE OF ENTRANCE DRIVE
 AA5161'TO "SUBWAY SANDWICH RESTAURANT", 41.9 FEET (12.8 M) EAST OF THE
 AA5161'CENTERLINE OF LIVERNOIS ROAD AND APPROXIMATELY 144 FEET (43.9 M) SOUTH
 AA5161'OF THE CENTERLINE OF EAST MAPLE ROAD.
 AA5161
 AA5161                          STATION RECOVERY (2001)
 AA5161
 AA5161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA5161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA5161
 AA5161                          STATION RECOVERY (2006)
 AA5161
 AA5161'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0150 ***********************************************************************
 NE0150  DESIGNATION -  36 USLS
 NE0150  PID         -  NE0150
 NE0150  STATE/COUNTY-  MI/WAYNE
 NE0150  USGS QUAD   -  GROSSE POINTE (1983)
 NE0150
 NE0150                         *CURRENT SURVEY CONTROL
 NE0150  ___________________________________________________________________
 NE0150* NAD 83(1986)-  42 23 42.     (N)    082 53 31.     (W)     SCALED    
 NE0150* NAVD 88     -       184.432  (meters)     605.09   (feet)  ADJUSTED  
 NE0150  ___________________________________________________________________
 NE0150  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0150  DYNAMIC HT  -         184.378 (meters)     604.91  (feet)  COMP
 NE0150  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 NE0150
 NE0150  VERT ORDER  -  FIRST     CLASS 0
 NE0150
 NE0150.The horizontal coordinates were scaled from a topographic map and have
 NE0150.an estimated accuracy of +/- 6 seconds.
 NE0150
 NE0150.The orthometric height was determined by differential leveling
 NE0150.and adjusted by the National Geodetic Survey in June 1991..
 NE0150
 NE0150.The geoid height was determined by GEOID03.
 NE0150
 NE0150.The dynamic height is computed by dividing the NAVD 88
 NE0150.geopotential number by the normal gravity value computed on the
 NE0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0150.degrees latitude (g = 980.6199 gals.).
 NE0150
 NE0150.The modeled gravity was interpolated from observed gravity values.
 NE0150
 NE0150;                    North         East    Units  Estimated Accuracy
 NE0150;SPC MI S     -   100,480.    4,121,410.      MT  (+/- 180 meters Scaled)
 NE0150
 NE0150                          SUPERSEDED SURVEY CONTROL
 NE0150
 NE0150  NGVD 29 (??/??/92)  184.586  (m)          605.60   (f) ADJ UNCH    1 0
 NE0150
 NE0150.Superseded values are not recommended for survey control.
 NE0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0150.See file dsdata.txt to determine how the superseded data were derived.
 NE0150
 NE0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG442953(NAD 83)
 NE0150_MARKER: B = BOLT
 NE0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0150+STABILITY: SURFACE MOTION
 NE0150
 NE0150  HISTORY     - Date     Condition        Report By
 NE0150  HISTORY     - 1899     MONUMENTED       USLS
 NE0150  HISTORY     - 1970     GOOD             USLS
 NE0150  HISTORY     - 1980     GOOD             NGS
 NE0150
 NE0150                          STATION DESCRIPTION
 NE0150
 NE0150'DESCRIBED BY US LAKE SURVEY 1970
 NE0150'AT GROSSE POINTE FARMS.
 NE0150'36 IS AT GROSSE POINTE FARMS, WAYNE COUNTY, MICHIGAN, ON THE
 NE0150'NORTHWEST SIDE OF LAKE SHORE ROAD, ABOUT 1 MILE SOUTHERLY OF
 NE0150'MOROSS ROAD, ON THE LAKE SHORE ROAD FACE OF SACRED HEART ACADEMY,
 NE0150'1.8 FEET FROM THE SOUTH CORNER, 1 FOOT ABOVE THE GROUND, BEING
 NE0150'CENTER OF SMALL IN END OF A 1/4-INCH BRASS BOLT SET INTO THE
 NE0150'STONE FOUNDATION.  NOTE-- PREV. DESIG. BM 36 1899.
 NE0150
 NE0150                          STATION RECOVERY (1980)
 NE0150
 NE0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0150'IN GROSSE POINTE FARMS, 0.16 KILOMETER (0.1 MILE) SOUTH OF THE
 NE0150'JUNCTION OF LAKE SHORE DRIVE AND MORAN ROAD, 0.08 KILOMETER (0.05
 NE0150'MILE) WEST OF LAKE SHORE DRIVE, SET VERTICALLY IN THE EAST FACE OF
 NE0150'THE SACRED HEART ACADEMY, 7.62 METERS (25 FEET) NORTH OF THE CENTER
 NE0150'OF THE PAVED ENTRANCE, AND 0.55 METERS (1.8 FEET NORTH OF THE
 NE0150'SOUTHEAST CORNER OF THE BUILDING.
 NE0150'THE MARK IS 1 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0199 ***********************************************************************
 PL0199  DESIGNATION -  361.32
 PL0199  PID         -  PL0199
 PL0199  STATE/COUNTY-  MI/KALKASKA
 PL0199  USGS QUAD   -  FIFE LAKE (1985)
 PL0199
 PL0199                         *CURRENT SURVEY CONTROL
 PL0199  ___________________________________________________________________
 PL0199* NAD 83(1986)-  44 36 56.     (N)    085 18 13.     (W)     SCALED    
 PL0199* NAVD 88     -       328.321  (meters)    1077.17   (feet)  ADJUSTED  
 PL0199  ___________________________________________________________________
 PL0199  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PL0199  DYNAMIC HT  -         328.290 (meters)    1077.06  (feet)  COMP
 PL0199  MODELED GRAV-     980,512.6   (mgal)                       NAVD 88
 PL0199
 PL0199  VERT ORDER  -  SECOND    CLASS 0
 PL0199
 PL0199.The horizontal coordinates were scaled from a topographic map and have
 PL0199.an estimated accuracy of +/- 6 seconds.
 PL0199
 PL0199.The orthometric height was determined by differential leveling
 PL0199.and adjusted by the National Geodetic Survey in June 1991..
 PL0199
 PL0199.The geoid height was determined by GEOID03.
 PL0199
 PL0199.The dynamic height is computed by dividing the NAVD 88
 PL0199.geopotential number by the normal gravity value computed on the
 PL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0199.degrees latitude (g = 980.6199 gals.).
 PL0199
 PL0199.The modeled gravity was interpolated from observed gravity values.
 PL0199
 PL0199;                    North         East    Units  Estimated Accuracy
 PL0199;SPC MI C     -   144,760.    5,925,640.      MT  (+/- 180 meters Scaled)
 PL0199
 PL0199                          SUPERSEDED SURVEY CONTROL
 PL0199
 PL0199  NGVD 29 (??/??/92)  328.406  (m)         1077.45   (f) ADJ UNCH    2 0
 PL0199
 PL0199.Superseded values are not recommended for survey control.
 PL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0199.See file dsdata.txt to determine how the superseded data were derived.
 PL0199
 PL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ345416(NAD 83)
 PL0199_MARKER: S = SPIKE
 PL0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0199_SP_SET: TELEPHONE POLE
 PL0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0199
 PL0199  HISTORY     - Date     Condition        Report By
 PL0199  HISTORY     - UNK      MONUMENTED       USGS
 PL0199  HISTORY     - 1934     GOOD             NGS
 PL0199  HISTORY     - 19831018 MARK NOT FOUND   USPSQD
 PL0199  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PL0199  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0199
 PL0199                          STATION DESCRIPTION
 PL0199
 PL0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0199'2.1 MI S FROM SOUTH BOARDMAN.
 PL0199'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0199'AT SOUTH BOARDMAN, KALKASKA COUNTY, 0.3 MILE NORTHEAST OF
 PL0199'MILEPOST 361, TWO POLES SOUTH OF TELEPHONE POLE 5528, 16 YARDS
 PL0199'WEST OF THE WEST RAIL, 1-1/2 YARDS WEST OF A FENCE, IN A 16-INCH
 PL0199'TELEPHONE POLE, AND 18 INCHES ABOVE THE GROUND.  A RAILROAD
 PL0199'SPIKE.
 PL0199
 PL0199                          STATION RECOVERY (1983)
 PL0199
 PL0199'RECOVERY NOTE BY US POWER SQUADRON 1983 (DFP)
 PL0199'MARK NOT FOUND.
 PL0199
 PL0199                          STATION RECOVERY (1989)
 PL0199
 PL0199'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0199'MARK NOT FOUND.
 PL0199
 PL0199                          STATION RECOVERY (2001)
 PL0199
 PL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0199'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0198 ***********************************************************************
 PL0198  DESIGNATION -  362
 PL0198  PID         -  PL0198
 PL0198  STATE/COUNTY-  MI/KALKASKA
 PL0198  USGS QUAD   -  FIFE LAKE (1985)
 PL0198
 PL0198                         *CURRENT SURVEY CONTROL
 PL0198  ___________________________________________________________________
 PL0198* NAD 83(1986)-  44 37 27.     (N)    085 17 47.     (W)     SCALED    
 PL0198* NAVD 88     -       323.705  (meters)    1062.02   (feet)  ADJUSTED  
 PL0198  ___________________________________________________________________
 PL0198  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 PL0198  DYNAMIC HT  -         323.675 (meters)    1061.92  (feet)  COMP
 PL0198  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PL0198
 PL0198  VERT ORDER  -  SECOND    CLASS 0
 PL0198
 PL0198.The horizontal coordinates were scaled from a topographic map and have
 PL0198.an estimated accuracy of +/- 6 seconds.
 PL0198
 PL0198.The orthometric height was determined by differential leveling
 PL0198.and adjusted by the National Geodetic Survey in June 1991..
 PL0198
 PL0198.The geoid height was determined by GEOID03.
 PL0198
 PL0198.The dynamic height is computed by dividing the NAVD 88
 PL0198.geopotential number by the normal gravity value computed on the
 PL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0198.degrees latitude (g = 980.6199 gals.).
 PL0198
 PL0198.The modeled gravity was interpolated from observed gravity values.
 PL0198
 PL0198;                    North         East    Units  Estimated Accuracy
 PL0198;SPC MI C     -   145,710.    5,926,220.      MT  (+/- 180 meters Scaled)
 PL0198
 PL0198                          SUPERSEDED SURVEY CONTROL
 PL0198
 PL0198  NGVD 29 (??/??/92)  323.793  (m)         1062.31   (f) ADJ UNCH    2 0
 PL0198
 PL0198.Superseded values are not recommended for survey control.
 PL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0198.See file dsdata.txt to determine how the superseded data were derived.
 PL0198
 PL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ351426(NAD 83)
 PL0198_MARKER: Z = SEE DESCRIPTION
 PL0198_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0198_SP_SET: TAIL
 PL0198_STAMPING: 362
 PL0198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0198
 PL0198  HISTORY     - Date     Condition        Report By
 PL0198  HISTORY     - UNK      MONUMENTED       PRR
 PL0198  HISTORY     - 1934     GOOD             NGS
 PL0198  HISTORY     - 1989     POOR             USPSQD
 PL0198  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0198
 PL0198                          STATION DESCRIPTION
 PL0198
 PL0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0198'1.4 MI S FROM SOUTH BOARDMAN.
 PL0198'1.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0198'AT SOUTH BOARDMAN, KALKASKA COUNTY, OPPOSITE MILEPOST 362, 2
 PL0198'YARDS SOUTHEAST OF THE SOUTHEAST RAIL, 13 YARDS WEST OF A FENCE,
 PL0198'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  THE TOP OF A VERTICAL
 PL0198'RAIL, STAMPED 362 AND PROJECTING 4 INCHES ABOVE GROUND.
 PL0198
 PL0198                          STATION RECOVERY (1989)
 PL0198
 PL0198'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0198'MARK RECOVERED IN POOR CONDITION.
 PL0198
 PL0198                          STATION RECOVERY (2001)
 PL0198
 PL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0198'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0372 ***********************************************************************
 NE0372  DESIGNATION -  37
 NE0372  PID         -  NE0372
 NE0372  STATE/COUNTY-  MI/OAKLAND
 NE0372  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0372
 NE0372                         *CURRENT SURVEY CONTROL
 NE0372  ___________________________________________________________________
 NE0372* NAD 83(1986)-  42 37 14.     (N)    083 19 19.     (W)     SCALED    
 NE0372* NAVD 88     -       288.100  (meters)     945.21   (feet)  ADJUSTED  
 NE0372  ___________________________________________________________________
 NE0372  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NE0372  DYNAMIC HT  -         288.015 (meters)     944.93  (feet)  COMP
 NE0372  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NE0372
 NE0372  VERT ORDER  -  SECOND    CLASS 0
 NE0372
 NE0372.The horizontal coordinates were scaled from a topographic map and have
 NE0372.an estimated accuracy of +/- 6 seconds.
 NE0372
 NE0372.The orthometric height was determined by differential leveling
 NE0372.and adjusted by the National Geodetic Survey in June 1991..
 NE0372
 NE0372.The geoid height was determined by GEOID03.
 NE0372
 NE0372.The dynamic height is computed by dividing the NAVD 88
 NE0372.geopotential number by the normal gravity value computed on the
 NE0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0372.degrees latitude (g = 980.6199 gals.).
 NE0372
 NE0372.The modeled gravity was interpolated from observed gravity values.
 NE0372
 NE0372;                    North         East    Units  Estimated Accuracy
 NE0372;SPC MI S     -   125,000.    4,085,700.      MT  (+/- 180 meters Scaled)
 NE0372
 NE0372                          SUPERSEDED SURVEY CONTROL
 NE0372
 NE0372  NGVD 29 (??/??/92)  288.219  (m)          945.60   (f) ADJ UNCH    2 0
 NE0372
 NE0372.Superseded values are not recommended for survey control.
 NE0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0372.See file dsdata.txt to determine how the superseded data were derived.
 NE0372
 NE0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH095212(NAD 83)
 NE0372_MARKER: DD = SURVEY DISK
 NE0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0372_SP_SET: BUILDING
 NE0372_STAMPING: 37
 NE0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0372
 NE0372  HISTORY     - Date     Condition        Report By
 NE0372  HISTORY     - UNK      MONUMENTED       MI4020
 NE0372  HISTORY     - 1934     GOOD             NGS
 NE0372  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE0372
 NE0372                          STATION DESCRIPTION
 NE0372
 NE0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0372'AT PONTIAC.
 NE0372'AT PONTIAC, OAKLAND COUNTY, 51 YARDS SOUTH OF THE SOUTH RAIL OF
 NE0372'THE SOUTH TRACK OF THE MICHIGAN AIRLINE RAILROAD AT THE CROSSING
 NE0372'OF U.S. HIGHWAY 24, 25.3 FEET SOUTHEAST OF THE NORTHEAST CORNER
 NE0372'OF THE OAKLAND COUNTY ROAD COMMISSION OFFICE BUILDING, 1 FOOT
 NE0372'NORTHEAST OF THE NORTHEAST CORNER OF THE LOWEST STEP OF THE
 NE0372'MAIN ENTRANCE, AND ABOUT 2 INCHES UNDER GROUND.  A CITY OF
 NE0372'PONTIAC STANDARD DISK, STAMPED 37.
 NE0372
 NE0372                          STATION RECOVERY (2004)
 NE0372
 NE0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0372'ROAD COMMISSION OFFICE BLDG HAS NEW BRICK PAVED WALKWAY AND STEPS.
 NE0372'MARK COULD BE BELOW WALKWAY, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0717 ***********************************************************************
 NF0717  DESIGNATION -  37 A
 NF0717  PID         -  NF0717
 NF0717  STATE/COUNTY-  MI/KENT
 NF0717  USGS QUAD   -  GRANDVILLE (1981)
 NF0717
 NF0717                         *CURRENT SURVEY CONTROL
 NF0717  ___________________________________________________________________
 NF0717* NAD 83(1986)-  42 54 00.     (N)    085 46 55.     (W)     SCALED    
 NF0717* NAVD 88     -       185.726  (meters)     609.34   (feet)  ADJUSTED  
 NF0717  ___________________________________________________________________
 NF0717  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF0717  DYNAMIC HT  -         185.678 (meters)     609.18  (feet)  COMP
 NF0717  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 NF0717
 NF0717  VERT ORDER  -  SECOND    CLASS 0
 NF0717
 NF0717.The horizontal coordinates were scaled from a topographic map and have
 NF0717.an estimated accuracy of +/- 6 seconds.
 NF0717
 NF0717.The orthometric height was determined by differential leveling
 NF0717.and adjusted by the National Geodetic Survey in June 1991..
 NF0717
 NF0717.The geoid height was determined by GEOID03.
 NF0717
 NF0717.The dynamic height is computed by dividing the NAVD 88
 NF0717.geopotential number by the normal gravity value computed on the
 NF0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0717.degrees latitude (g = 980.6199 gals.).
 NF0717
 NF0717.The modeled gravity was interpolated from observed gravity values.
 NF0717
 NF0717;                    North         East    Units  Estimated Accuracy
 NF0717;SPC MI S     -   156,480.    3,884,430.      MT  (+/- 180 meters Scaled)
 NF0717
 NF0717                          SUPERSEDED SURVEY CONTROL
 NF0717
 NF0717  NGVD 29 (??/??/92)  185.868  (m)          609.80   (f) ADJ UNCH    2 0
 NF0717
 NF0717.Superseded values are not recommended for survey control.
 NF0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0717.See file dsdata.txt to determine how the superseded data were derived.
 NF0717
 NF0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN994504(NAD 83)
 NF0717_MARKER: DD = SURVEY DISK
 NF0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0717_STAMPING: 37 A MICH
 NF0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0717+STABILITY: SURFACE MOTION
 NF0717
 NF0717  HISTORY     - Date     Condition        Report By
 NF0717  HISTORY     - UNK      MONUMENTED       MIGS
 NF0717  HISTORY     - 1941     GOOD             NGS
 NF0717  HISTORY     - 19960315 MARK NOT FOUND   MIDT
 NF0717  HISTORY     - 19960821 MARK NOT FOUND   MIDT
 NF0717
 NF0717                          STATION DESCRIPTION
 NF0717
 NF0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NF0717'0.2 MI S FROM JENISON.
 NF0717'IN KENT COUNTY, 0.2 MILE SOUTH OF THE POST OFFICE AT JENISON,
 NF0717'OTTAWA COUNTY, 0.2 MILE SOUTH OF STATE HIGHWAY 21, AT AN INTERSECTION
 NF0717'OF COUNTY ROADS, 36 FEET EAST OF THE CENTERLINE OF THE NORTH-AND-SOUTH
 NF0717'ROAD, 22.7 FEET NORTH OF THE EAST-AND-WEST ROAD, 12.4 FEET EAST OF
 NF0717'THE CORNER POST AT THE NORTHEAST CORNER OF THE INTERSECTION, 1.1
 NF0717'FEET SOUTH OF A WIRE FENCE, AND LEVEL WITH THE ROADS.  A UNITED
 NF0717'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 37 A MICH AND SET
 NF0717'IN THE TOP OF A CONCRETE POST.
 NF0717
 NF0717                          STATION RECOVERY (1996)
 NF0717
 NF0717'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0717'NOT RECOVERED.
 NF0717
 NF0717                          STATION RECOVERY (1996)
 NF0717
 NF0717'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0717'STATION WAS NOT FOUND.  THE TO REACH PLACES THIS MONUMENT IN THE
 NF0717'NORTHEAST QUADRANT OF KENOWA AVENUE AND 36TH STREET.  EXTENSIVE
 NF0717'WIDENING OF BOTH ROADWAYS PUT THE LOCATION UNDER AND IN A TRAVELED
 NF0717'LANE.  MONUMENT APPEARS TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0260 ***********************************************************************
 PM0260  DESIGNATION -  37 PR USGS
 PM0260  PID         -  PM0260
 PM0260  STATE/COUNTY-  MI/MANISTEE
 PM0260  USGS QUAD   -  
 PM0260
 PM0260                         *CURRENT SURVEY CONTROL
 PM0260  ___________________________________________________________________
 PM0260* NAD 83(1986)-  44 16 38.     (N)    086 15 28.     (W)     SCALED    
 PM0260* NAVD 88     -       189.211  (meters)     620.77   (feet)  ADJUSTED  
 PM0260  ___________________________________________________________________
 PM0260  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 PM0260  DYNAMIC HT  -         189.187 (meters)     620.69  (feet)  COMP
 PM0260  MODELED GRAV-     980,491.9   (mgal)                       NAVD 88
 PM0260
 PM0260  VERT ORDER  -  FIRST     CLASS II
 PM0260
 PM0260.The horizontal coordinates were scaled from a topographic map and have
 PM0260.an estimated accuracy of +/- 6 seconds.
 PM0260
 PM0260.The orthometric height was determined by differential leveling
 PM0260.and adjusted by the National Geodetic Survey in June 1991..
 PM0260
 PM0260.The geoid height was determined by GEOID03.
 PM0260
 PM0260.The dynamic height is computed by dividing the NAVD 88
 PM0260.geopotential number by the normal gravity value computed on the
 PM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0260.degrees latitude (g = 980.6199 gals.).
 PM0260
 PM0260.The modeled gravity was interpolated from observed gravity values.
 PM0260
 PM0260;                    North         East    Units  Estimated Accuracy
 PM0260;SPC MI C     -   108,500.    5,849,050.      MT  (+/- 180 meters Scaled)
 PM0260
 PM0260                          SUPERSEDED SURVEY CONTROL
 PM0260
 PM0260.No superseded survey control is available for this station.
 PM0260
 PM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ592029(NAD 83)
 PM0260_MARKER: DD = SURVEY DISK
 PM0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0260_SP_SET: CONCRETE POST
 PM0260_STAMPING: 37 PR 621 1954
 PM0260_MARK LOGO: USGS  
 PM0260_PROJECTION: PROJECTING 5 CENTIMETERS
 PM0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0260+STABILITY: SURFACE MOTION
 PM0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0260+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 PM0260
 PM0260  HISTORY     - Date     Condition        Report By
 PM0260  HISTORY     - 1954     MONUMENTED       USGS
 PM0260  HISTORY     - 1984     GOOD             NGS
 PM0260  HISTORY     - 19961002 GOOD             USPSQD
 PM0260  HISTORY     - 20010331 GOOD             NGS
 PM0260  HISTORY     - 20050521 GOOD             USPSQD
 PM0260
 PM0260                          STATION DESCRIPTION
 PM0260
 PM0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0260'7.2 KM (4.45 MI) NORTH FROM MANISTEE.
 PM0260'7.2 KM (4.45 MI) NORTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0260'IN MANISTEE, ALSO 0.16 KM (0.1 MI) NORTHERLY ALONG U.S. HIGHWAY 31
 PM0260'FROM THE ENTRANCE TO THE MANISTEE BLACKEN AIRPORT, 10.3 METERS
 PM0260'(33.7 FT) EAST OF THE CENTERLINE OF HIGHWAY 31, 1.8 METERS (6.0 FT)
 PM0260'SOUTH OF A THIRTY INCH MAPLE TREE, 5.2 METERS (17.2 FT) NORTH OF A
 PM0260'TWENTY FOUR INCH MAPLE TREE, AND 6.0 METERS (19.6 FT) NORTHWEST OF A
 PM0260'UTILITY POLE.
 PM0260'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PM0260'THE MARK IS 1.2 M ABOVE HIGHWAY.
 PM0260
 PM0260                          STATION RECOVERY (1996)
 PM0260
 PM0260'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0260'RECOVERED IN GOOD CONDITION.
 PM0260
 PM0260                          STATION RECOVERY (2001)
 PM0260
 PM0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0260'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0260' 
 PM0260
 PM0260                          STATION RECOVERY (2005)
 PM0260
 PM0260'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0260'DESCRIPTION CHANGED-36 FEET N-NW OF AN OAK TREE 2 FEET IN DIAMETER. NO
 PM0260'UTILITY POLE. 43 FEET WEST OF MARKER IS A OAK TREE 18 INCHES IN
 PM0260'DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0803 ***********************************************************************
 RJ0803  DESIGNATION -  37 USLS
 RJ0803  PID         -  RJ0803
 RJ0803  STATE/COUNTY-  MI/CHIPPEWA
 RJ0803  USGS QUAD   -  PAYMENT (1976)
 RJ0803
 RJ0803                         *CURRENT SURVEY CONTROL
 RJ0803  ___________________________________________________________________
 RJ0803* NAD 83(1994)-  46 31 44.31589(N)    084 13 25.90446(W)     ADJUSTED  
 RJ0803* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0803  ___________________________________________________________________
 RJ0803  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RJ0803  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 RJ0803
 RJ0803  HORZ ORDER  -  THIRD
 RJ0803
 RJ0803.The horizontal coordinates were established by classical geodetic methods
 RJ0803.and adjusted by the National Geodetic Survey in February 1997..
 RJ0803
 RJ0803.The orthometric height was scaled from a topographic map.
 RJ0803
 RJ0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0803
 RJ0803.The geoid height was determined by GEOID03.
 RJ0803
 RJ0803;                    North         East     Units Scale Factor Converg.
 RJ0803;SPC MI N     -   197,747.855 8,212,927.984   MT  0.99991186   +2 00 23.6
 RJ0803;SPC MI N     -   648,779.05 26,945,301.78   iFT  0.99991186   +2 00 23.6
 RJ0803;SPC MI C     -   357,009.981 6,010,959.465   MT  1.00029808   +0 06 03.2
 RJ0803;SPC MI C     - 1,171,292.59 19,720,995.62   iFT  1.00029808   +0 06 03.2
 RJ0803;UTM  16      - 5,156,567.729   712,900.744   MT  1.00015718   +2 00 55.7
 RJ0803
 RJ0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0803!SPC MI N     -   0.99997817  x   0.99991186  =   0.99989003
 RJ0803!SPC MI C     -   0.99997817  x   1.00029808  =   1.00027624
 RJ0803!UTM  16      -   0.99997817  x   1.00015718  =   1.00013534
 RJ0803
 RJ0803                          SUPERSEDED SURVEY CONTROL
 RJ0803
 RJ0803  NAD 83(1986)-  46 31 44.30540(N)    084 13 25.92282(W) AD(       ) 3
 RJ0803  NAD 27      -  46 31 44.22100(N)    084 13 25.79500(W) AD(       ) 3
 RJ0803
 RJ0803.Superseded values are not recommended for survey control.
 RJ0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0803.See file dsdata.txt to determine how the superseded data were derived.
 RJ0803
 RJ0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1290156568(NAD 83)
 RJ0803_MARKER: H = DRILL HOLE
 RJ0803_SETTING: 0 = UNSPECIFIED SETTING
 RJ0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0803
 RJ0803  HISTORY     - Date     Condition        Report By
 RJ0803  HISTORY     - 1895     MONUMENTED       USLS
 RJ0803  HISTORY     - 1958     GOOD             IBC
 RJ0803
 RJ0803                          STATION DESCRIPTION
 RJ0803
 RJ0803'DESCRIBED BY US LAKE SURVEY 1895
 RJ0803'IT IS NEAR S SIDE OF POINT, 30 FEET N OF SMALL POINT, 30 FEET E
 RJ0803'OF WATER, AND 18 FEET W OF WATER.  IT IS ABOUT 2 FEET ABOVE
 RJ0803'HIGH - WATER MARK.  THE ORIGINAL UNDERGROUND MARK, A 3/4 INCH DRILL
 RJ0803'HOLE IN A FLAT LIMESTONE 2 FEET BELOW SURFACE OF GROUND AND
 RJ0803'INSCRIBED BY TRIANGLE WITH---XXXVII---CUT IN STONE, WAS RECOVERED.
 RJ0803'WATER 1 INCH DEEP COVERED THE MARK AFTER IT WAS UNCOVERED.  SET
 RJ0803'CEDAR POST 4 INCHES IN DIAMETER AND 2 FEET LONG OVER THE UNDERGROUND
 RJ0803'MARK AND ERECTED SMALL CAIRN OVER IT.  THIS STATION WAS ESTABLIHSED
 RJ0803'SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0803
 RJ0803                          STATION RECOVERY (1958)
 RJ0803
 RJ0803'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0802 ***********************************************************************
 RJ0802  DESIGNATION -  37 USLS ECC 1943
 RJ0802  PID         -  RJ0802
 RJ0802  STATE/COUNTY-  MI/CHIPPEWA
 RJ0802  USGS QUAD   -  PAYMENT (1976)
 RJ0802
 RJ0802                         *CURRENT SURVEY CONTROL
 RJ0802  ___________________________________________________________________
 RJ0802* NAD 83(1994)-  46 31 44.99652(N)    084 13 25.48905(W)     ADJUSTED  
 RJ0802* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0802  ___________________________________________________________________
 RJ0802  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RJ0802  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 RJ0802
 RJ0802  HORZ ORDER  -  THIRD
 RJ0802
 RJ0802.The horizontal coordinates were established by classical geodetic methods
 RJ0802.and adjusted by the National Geodetic Survey in February 1997..
 RJ0802
 RJ0802.The orthometric height was scaled from a topographic map.
 RJ0802
 RJ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0802
 RJ0802.The geoid height was determined by GEOID03.
 RJ0802
 RJ0802;                    North         East     Units Scale Factor Converg.
 RJ0802;SPC MI N     -   197,769.167 8,212,936.095   MT  0.99991188   +2 00 23.9
 RJ0802;SPC MI N     -   648,848.97 26,945,328.40   iFT  0.99991188   +2 00 23.9
 RJ0802;SPC MI C     -   357,031.020 6,010,968.284   MT  1.00029817   +0 06 03.5
 RJ0802;SPC MI C     - 1,171,361.61 19,721,024.55   iFT  1.00029817   +0 06 03.5
 RJ0802;UTM  16      - 5,156,589.048   712,908.853   MT  1.00015722   +2 00 56.0
 RJ0802
 RJ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0802!SPC MI N     -   0.99997817  x   0.99991188  =   0.99989005
 RJ0802!SPC MI C     -   0.99997817  x   1.00029817  =   1.00027633
 RJ0802!UTM  16      -   0.99997817  x   1.00015722  =   1.00013538
 RJ0802
 RJ0802|---------------------------------------------------------------------|
 RJ0802| PID    Reference Object                     Distance      Geod. Az  |
 RJ0802|                                                           dddmmss.s |
 RJ0802| RJ0799 REF MON 30 IWC 1911                 331.747 METERS 04748     |
 RJ0802| RJ0803 37 USLS                              22.805 METERS 20251     |
 RJ0802| RJ0809 35 USLS                             APPROX. 1.5 KM 2152117.8 |
 RJ0802|---------------------------------------------------------------------|
 RJ0802
 RJ0802                          SUPERSEDED SURVEY CONTROL
 RJ0802
 RJ0802  NAD 83(1986)-  46 31 44.98602(N)    084 13 25.50744(W) AD(       ) 3
 RJ0802  NAD 27      -  46 31 44.90100(N)    084 13 25.38000(W) AD(       ) 3
 RJ0802
 RJ0802.Superseded values are not recommended for survey control.
 RJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0802.See file dsdata.txt to determine how the superseded data were derived.
 RJ0802
 RJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1290956589(NAD 83)
 RJ0802_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0802_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0802+WITH SETTING: PAVEMENT
 RJ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0802+STABILITY: SURFACE MOTION
 RJ0802
 RJ0802  HISTORY     - Date     Condition        Report By
 RJ0802  HISTORY     - 1943     MONUMENTED       IBC
 RJ0802  HISTORY     - 1958     GOOD             IBC
 RJ0802
 RJ0802                          STATION DESCRIPTION
 RJ0802
 RJ0802'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0802'ON A SMALL POINT OF SUGAR ISLAND, 1-1/4 MILES UPSTREAM (SW) FROM
 RJ0802'LITTLE LAKE GEORGE.  IT IS ON NW CORNER OF POINT, 15 FEET BACK (E)
 RJ0802'OF HIGH - WATER MARK, AND 2-1/2 FEET ABOVE AND 35 FEET S OF HIGH
 RJ0802'WATER.  IT IS 13.7 FEET NNE OF A 12-INCH BALSAM, 9.8 FEET ENE OF A
 RJ0802'10-INCH ELM, 20.5 FEET SSW OF A 7-INCH SPRUCE, 18.1 FEET S  BY W
 RJ0802'OF A 7-INCH SPRUCE, AND 36.4 FEET W BY S OF A 24-INCH WHITE BIRCH.
 RJ0802'STATION 37 (U S L S) IS 74.82 FEET FROM ECCENTRIC STATION,
 RJ0802'S 22 DEG 50 MIN W.
 RJ0802'
 RJ0802'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN
 RJ0802'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0802'2 INCHES ABOVE GROUND AND COVERED BY STONES.  SUBSURFACE MARK IS A
 RJ0802'PIECE OF NO 8 COPPER WIRE SET INA CYLINDER OF CONCRETE, 7 INCHES
 RJ0802'UNDERGROUND.
 RJ0802
 RJ0802                          STATION RECOVERY (1958)
 RJ0802
 RJ0802'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0352 ***********************************************************************
 NE0352  DESIGNATION -  38 1/2
 NE0352  PID         -  NE0352
 NE0352  STATE/COUNTY-  MI/OAKLAND
 NE0352  USGS QUAD   -  CLARKSTON (1983)
 NE0352
 NE0352                         *CURRENT SURVEY CONTROL
 NE0352  ___________________________________________________________________
 NE0352* NAD 83(1986)-  42 43 45.     (N)    083 29 41.     (W)     SCALED    
 NE0352* NAVD 88     -       311.050  (meters)    1020.50   (feet)  ADJUSTED  
 NE0352  ___________________________________________________________________
 NE0352  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NE0352  DYNAMIC HT  -         310.957 (meters)    1020.20  (feet)  COMP
 NE0352  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 NE0352
 NE0352  VERT ORDER  -  SECOND    CLASS 0
 NE0352
 NE0352.The horizontal coordinates were scaled from a topographic map and have
 NE0352.an estimated accuracy of +/- 6 seconds.
 NE0352
 NE0352.The orthometric height was determined by differential leveling
 NE0352.and adjusted by the National Geodetic Survey in June 1991..
 NE0352
 NE0352.The geoid height was determined by GEOID03.
 NE0352
 NE0352.The dynamic height is computed by dividing the NAVD 88
 NE0352.geopotential number by the normal gravity value computed on the
 NE0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0352.degrees latitude (g = 980.6199 gals.).
 NE0352
 NE0352.The modeled gravity was interpolated from observed gravity values.
 NE0352
 NE0352;                    North         East    Units  Estimated Accuracy
 NE0352;SPC MI S     -   136,900.    4,071,400.      MT  (+/- 180 meters Scaled)
 NE0352
 NE0352                          SUPERSEDED SURVEY CONTROL
 NE0352
 NE0352  NGVD 29 (??/??/92)  311.134  (m)         1020.78   (f) ADJ UNCH    2 0
 NE0352
 NE0352.Superseded values are not recommended for survey control.
 NE0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0352.See file dsdata.txt to determine how the superseded data were derived.
 NE0352
 NE0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH957337(NAD 83)
 NE0352_MARKER: B = BOLT
 NE0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0352_STAMPING: 38-1/2
 NE0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0352+STABILITY: SURFACE MOTION
 NE0352
 NE0352  HISTORY     - Date     Condition        Report By
 NE0352  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0352  HISTORY     - 1934     GOOD             NGS
 NE0352  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 NE0352
 NE0352                          STATION DESCRIPTION
 NE0352
 NE0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0352'AT ANDERSONVILLE.
 NE0352'AT ANDERSONVILLE, OAKLAND COUNTY, ON THE GRAND TRUNK WESTERN
 NE0352'RAILWAY, 0.5 MILE SOUTHEAST OF MILEPOST D 39, 0.3 MILE NORTHWEST
 NE0352'OF A ROAD CROSSING, 50 YARDS EAST OF THE EAST CORNER OF A SECTION,
 NE0352'15 YARDS NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST TRACK,
 NE0352'AND ABOUT LEVEL WITH THE TRACK.  A COPPER BOLT, STAMPED 38-1/2
 NE0352'AND SET IN THE TOP OF A CONCRETE POST.
 NE0352
 NE0352                          STATION RECOVERY (2006)
 NE0352
 NE0352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0310 ***********************************************************************
 OK0310  DESIGNATION -  38 1/2
 OK0310  PID         -  OK0310
 OK0310  STATE/COUNTY-  MI/MONTCALM
 OK0310  USGS QUAD   -  GREENVILLE EAST (1972)
 OK0310
 OK0310                         *CURRENT SURVEY CONTROL
 OK0310  ___________________________________________________________________
 OK0310* NAD 83(1986)-  43 11 07.     (N)    085 13 03.     (W)     SCALED    
 OK0310* NAVD 88     -       264.969  (meters)     869.32   (feet)  ADJUSTED  
 OK0310  ___________________________________________________________________
 OK0310  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 OK0310  DYNAMIC HT  -         264.912 (meters)     869.13  (feet)  COMP
 OK0310  MODELED GRAV-     980,397.6   (mgal)                       NAVD 88
 OK0310
 OK0310  VERT ORDER  -  SECOND    CLASS 0
 OK0310
 OK0310.The horizontal coordinates were scaled from a topographic map and have
 OK0310.an estimated accuracy of +/- 6 seconds.
 OK0310
 OK0310.The orthometric height was determined by differential leveling
 OK0310.and adjusted by the National Geodetic Survey in June 1991..
 OK0310
 OK0310.The geoid height was determined by GEOID03.
 OK0310
 OK0310.The dynamic height is computed by dividing the NAVD 88
 OK0310.geopotential number by the normal gravity value computed on the
 OK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0310.degrees latitude (g = 980.6199 gals.).
 OK0310
 OK0310.The modeled gravity was interpolated from observed gravity values.
 OK0310
 OK0310;                    North         East    Units  Estimated Accuracy
 OK0310;SPC MI S     -   187,550.    3,930,840.      MT  (+/- 180 meters Scaled)
 OK0310
 OK0310                          SUPERSEDED SURVEY CONTROL
 OK0310
 OK0310  NGVD 29 (??/??/92)  265.101  (m)          869.75   (f) ADJ UNCH    2 0
 OK0310
 OK0310.Superseded values are not recommended for survey control.
 OK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0310.See file dsdata.txt to determine how the superseded data were derived.
 OK0310
 OK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN448829(NAD 83)
 OK0310_MARKER: Z = SEE DESCRIPTION
 OK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0310_STAMPING: 38-1/2
 OK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0310+STABILITY: SURFACE MOTION
 OK0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0310+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 OK0310
 OK0310  HISTORY     - Date     Condition        Report By
 OK0310  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0310  HISTORY     - 1934     GOOD             NGS
 OK0310  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0310  HISTORY     - 19990101 MARK NOT FOUND   SDI
 OK0310  HISTORY     - 20011205 GOOD             NGS
 OK0310  HISTORY     - 20060316 GOOD             INDIV
 OK0310
 OK0310                          STATION DESCRIPTION
 OK0310
 OK0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0310'2 MI E FROM GREENVILLE.
 OK0310'1.8 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0310'AT GREENVILLE, 42 FEET NORTH OF THE NORTH RAIL, 4 FEET HIGHER
 OK0310'THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 38-1/2 AND SET IN
 OK0310'THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OK0310'GROUND.
 OK0310
 OK0310                          STATION RECOVERY (1969)
 OK0310
 OK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0310'MARK NOT FOUND.
 OK0310
 OK0310                          STATION RECOVERY (1999)
 OK0310
 OK0310'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0310'THE SURVEY CREW COULD NOT FIND THIS MARK IN JANUARY OF 1999.  DUE TO
 OK0310'HEAVY CONSTRUCTION IN THE AREA, IT IS LIKELY THAT THE MONUMENT WAS
 OK0310'DESTROYED.
 OK0310
 OK0310                          STATION RECOVERY (2001)
 OK0310
 OK0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0310'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0310
 OK0310                          STATION RECOVERY (2006)
 OK0310
 OK0310'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PN)
 OK0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8067 ***********************************************************************
 AA8067  CBN         -  This is a Cooperative Base Network Control Station.
 AA8067  DESIGNATION -  38 GAF
 AA8067  PID         -  AA8067
 AA8067  STATE/COUNTY-  MI/OSCEOLA
 AA8067  USGS QUAD   -  
 AA8067
 AA8067                         *CURRENT SURVEY CONTROL
 AA8067  ___________________________________________________________________
 AA8067* NAD 83(1994)-  44 07 04.89151(N)    085 08 50.34388(W)     ADJUSTED  
 AA8067* NAVD 88     -       351.7    (meters)    1154.     (feet)  GPS OBS   
 AA8067  ___________________________________________________________________
 AA8067  X           -     387,997.901 (meters)                     COMP
 AA8067  Y           -  -4,570,144.918 (meters)                     COMP
 AA8067  Z           -   4,417,737.645 (meters)                     COMP
 AA8067  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AA8067  ELLIP HEIGHT-         318.69  (meters)          (07/12/02) GPS OBS
 AA8067  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AA8067
 AA8067  HORZ ORDER  -  B
 AA8067  ELLP ORDER  -  FOURTH    CLASS II
 AA8067
 AA8067.The horizontal coordinates were established by GPS observations
 AA8067.and adjusted by the National Geodetic Survey in September 1995..
 AA8067
 AA8067.The orthometric height was determined by GPS observations and a
 AA8067.high-resolution geoid model.
 AA8067
 AA8067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8067
 AA8067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8067
 AA8067.The ellipsoidal height was determined by GPS observations
 AA8067.and is referenced to NAD 83.
 AA8067
 AA8067.The geoid height was determined by GEOID03.
 AA8067
 AA8067;                    North         East     Units Scale Factor Converg.
 AA8067;SPC MI C     -    89,350.178 5,937,511.192   MT  1.00001561   -0 33 05.2
 AA8067;SPC MI C     -   293,143.63 19,480,023.60   iFT  1.00001561   -0 33 05.2
 AA8067;UTM  16      - 4,886,650.569   648,243.221   MT  0.99987028   +1 17 23.8
 AA8067
 AA8067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8067!SPC MI C     -   0.99995003  x   1.00001561  =   0.99996564
 AA8067!UTM  16      -   0.99995003  x   0.99987028  =   0.99982032
 AA8067
 AA8067                          SUPERSEDED SURVEY CONTROL
 AA8067
 AA8067  ELLIP H (09/20/95)  318.72   (m)                       GP(       ) 1 2
 AA8067
 AA8067.Superseded values are not recommended for survey control.
 AA8067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8067.See file dsdata.txt to determine how the superseded data were derived.
 AA8067
 AA8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP4824386651(NAD 83)
 AA8067_MARKER: DB = BENCH MARK DISK
 AA8067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8067_STAMPING: 38 GAF 1954
 AA8067_MARK LOGO: USGS  
 AA8067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8067+STABILITY: SURFACE MOTION
 AA8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8067+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 AA8067
 AA8067  HISTORY     - Date     Condition        Report By
 AA8067  HISTORY     - 1954     MONUMENTED       USGS
 AA8067  HISTORY     - 19940805 GOOD             NGS
 AA8067  HISTORY     - 20010927 GOOD             USPSQD
 AA8067
 AA8067                          STATION DESCRIPTION
 AA8067
 AA8067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8067'STATION IS LOCATED ABOUT 22 KM (13.65 MI) SOUTH OF CADILLAC, 2 KM
 AA8067'(1.25 MI) NORTH OF THE VILLAGE OF MARION, ALONG STATE HIGHWAY 66, ON
 AA8067'THE RIGHT-OF-WAY, AT THE DRIVEWAY LEADING TO THE FLEMMING FARM AND
 AA8067'HOUSE, IN A MOWED AREA, IN SECTION 15, T 20 N, R 7 W, MARION TOWNSHIP,
 AA8067'ON THE MARION QUADRANGLE MAP.  OWNERSHIP--STATE DEPARTMENT OF
 AA8067'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 66 AND
 AA8067'MAIN STREET AT THE BLINKER LIGHT IN MARION, GO NORTH ON HIGHWAY 66 FOR
 AA8067'1.59 KM (1.00 MI) TO A GRADED ROAD LEFT, TWENTY-ONE MILE ROAD.
 AA8067'CONTINUE AHEAD FOR 0.13 KM (0.10 MI) TO THE STATION ON THE RIGHT, JUST
 AA8067'PASS A GRAVEL DRIVEWAY RIGHT.  STATION PROJECTS 15 CM ABOVE GROUND.
 AA8067'IT IS 29.8 M (97.8 FT) NORTH OF THE CENTER OF THE FLEMMING DRIVEWAY,
 AA8067'18.9 M (62.0 FT) EAST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER,
 AA8067'0.3 M (1.0 FT) WEST OF A PASTURE FENCE, 0.3 M (1.0 FT) SOUTH OF A
 AA8067'METAL WITNESS POST, AND 0.3 M (1.0 FT) NORTH OF TELEPHONE PEDESTAL 62
 AA8067'15 AND A SAWED-OFF UTILITY POLE.
 AA8067
 AA8067                          STATION RECOVERY (2001)
 AA8067
 AA8067'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1729 ***********************************************************************
 NF1729  DESIGNATION -  38104
 NF1729  PID         -  NF1729
 NF1729  STATE/COUNTY-  MI/JACKSON
 NF1729  USGS QUAD   -  GILLETTS LAKE (1976)
 NF1729
 NF1729                         *CURRENT SURVEY CONTROL
 NF1729  ___________________________________________________________________
 NF1729* NAD 83(1994)-  42 16 49.75441(N)    084 18 18.68861(W)     ADJUSTED  
 NF1729* NAVD 88     -       296.2    (meters)     972.     (feet)  GPS OBS   
 NF1729  ___________________________________________________________________
 NF1729  X           -     468,987.751 (meters)                     COMP
 NF1729  Y           -  -4,702,962.910 (meters)                     COMP
 NF1729  Z           -   4,268,881.983 (meters)                     COMP
 NF1729  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NF1729  ELLIP HEIGHT-         262.03  (meters)          (07/17/02) GPS OBS
 NF1729  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NF1729  OBS GRAVITY -     980,262.1   (mgal)                       GRAV_OBS
 NF1729
 NF1729  HORZ ORDER  -  FIRST
 NF1729  ELLP ORDER  -  FOURTH    CLASS I
 NF1729
 NF1729.The horizontal coordinates were established by GPS observations
 NF1729.and adjusted by the National Geodetic Survey in February 1997..
 NF1729
 NF1729.The orthometric height was determined by GPS observations and a
 NF1729.high-resolution geoid model.
 NF1729
 NF1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1729
 NF1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1729
 NF1729.The ellipsoidal height was determined by GPS observations
 NF1729.and is referenced to NAD 83.
 NF1729
 NF1729.The geoid height was determined by GEOID03.
 NF1729.The observed gravity was obtained from relative gravimeter ties
 NF1729.to the IGSN71 gravity network.
 NF1729
 NF1729;                    North         East     Units Scale Factor Converg.
 NF1729;SPC MI S     -    86,697.015 4,005,070.662   MT  0.99996215   +0 02 30.6
 NF1729;SPC MI S     -   284,439.03 13,139,995.61   iFT  0.99996215   +0 02 30.6
 NF1729;UTM  16      - 4,684,436.029   722,202.780   MT  1.00020754   +1 48 49.3
 NF1729
 NF1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1729!SPC MI S     -   0.99995891  x   0.99996215  =   0.99992106
 NF1729!UTM  16      -   0.99995891  x   1.00020754  =   1.00016644
 NF1729
 NF1729                          SUPERSEDED SURVEY CONTROL
 NF1729
 NF1729  NAD 83(1986)-  42 16 49.75615(N)    084 18 18.70955(W) AD(       ) 1
 NF1729
 NF1729.Superseded values are not recommended for survey control.
 NF1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1729.See file dsdata.txt to determine how the superseded data were derived.
 NF1729
 NF1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2220384436(NAD 83)
 NF1729_MARKER: DD = SURVEY DISK
 NF1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1729_SP_SET: CONCRETE POST
 NF1729_STAMPING: 38104 1981
 NF1729_MARK LOGO: MIDH  
 NF1729_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1729+STABILITY: SURFACE MOTION
 NF1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1729+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1729
 NF1729  HISTORY     - Date     Condition        Report By
 NF1729  HISTORY     - 1981     MONUMENTED       MIDH
 NF1729  HISTORY     - 19910214 GOOD
 NF1729  HISTORY     - 20051019 GOOD             ADVGEO
 NF1729
 NF1729                          STATION DESCRIPTION
 NF1729
 NF1729'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 NF1729'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHWEST 1/4 OF SECTION 22,
 NF1729'T-2-S, R-1-E, LEONI TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 4-3/4 MILE
 NF1729'NORTHEAST OF THE CENTER OF JACKSON ON THE INTERSTATE HIGHWAY 94
 NF1729'RIGHT-OF-WAY, AND ON THE GILLETTS LAKE QUADRANGLE MAP.
 NF1729'TO REACH THE STATION FROM THE INTERSTATE 94 AND SARGENT ROAD (EXIT
 NF1729'145) INTERCHANGE ON THE NORTH SIDE OF JACKSON, GO EAST ON I-94 FOR
 NF1729'0.2 MI (0.3 KM) TO STATION ON THE LEFT IN THE MEDIAN AS DESCRIBED.
 NF1729'STATION IS RECESSED 8 CM BELOW THE GROUND SURFACE.  IT IS 319.O FT
 NF1729'EAST OF THE WESTBOUND EXIT 145 SIGN, 127.5 FT (38.9 M) WEST OF A
 NF1729'PINE TREE IN MEDIAN, 75.8 FT (23.1 M) SOUTH OF WESTBOUND I-94
 NF1729'CENTERLINE, 72 FT (21.9 M) WEST OF EXIT 40 MPH SIGN, 8.0 FT
 NF1729'(2.4 M) WEST OF A SIGN WILDFLOWER PLANTING, AND 4.0 FT (1.2 M) WEST
 NF1729'OF A METAL WITNESS POST WITH SIGN.
 NF1729
 NF1729                          STATION RECOVERY (1991)
 NF1729
 NF1729'RECOVERED 1991
 NF1729'RECOVERED IN GOOD CONDITION.
 NF1729
 NF1729                          STATION RECOVERY (2005)
 NF1729
 NF1729'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1730 ***********************************************************************
 NF1730  DESIGNATION -  38105
 NF1730  PID         -  NF1730
 NF1730  STATE/COUNTY-  MI/JACKSON
 NF1730  USGS QUAD   -  GRASS LAKE (1973)
 NF1730
 NF1730                         *CURRENT SURVEY CONTROL
 NF1730  ___________________________________________________________________
 NF1730* NAD 83(1994)-  42 17 40.08604(N)    084 09 20.02034(W)     ADJUSTED  
 NF1730* NAVD 88     -       305.6    (meters)    1003.     (feet)  GPS OBS   
 NF1730  ___________________________________________________________________
 NF1730  X           -     481,162.419 (meters)                     COMP
 NF1730  Y           -  -4,700,689.636 (meters)                     COMP
 NF1730  Z           -   4,270,037.383 (meters)                     COMP
 NF1730  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 NF1730  ELLIP HEIGHT-         271.66  (meters)          (07/17/02) GPS OBS
 NF1730  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NF1730  OBS GRAVITY -     980,266.7   (mgal)                       GRAV_OBS
 NF1730
 NF1730  HORZ ORDER  -  FIRST
 NF1730  ELLP ORDER  -  FOURTH    CLASS I
 NF1730
 NF1730.The horizontal coordinates were established by GPS observations
 NF1730.and adjusted by the National Geodetic Survey in February 1997..
 NF1730
 NF1730.The orthometric height was determined by GPS observations and a
 NF1730.high-resolution geoid model.
 NF1730
 NF1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1730
 NF1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1730
 NF1730.The ellipsoidal height was determined by GPS observations
 NF1730.and is referenced to NAD 83.
 NF1730
 NF1730.The geoid height was determined by GEOID03.
 NF1730.The observed gravity was obtained from relative gravimeter ties
 NF1730.to the IGSN71 gravity network.
 NF1730
 NF1730;                    North         East     Units Scale Factor Converg.
 NF1730;SPC MI S     -    88,269.923 4,017,408.658   MT  0.99995963   +0 08 37.2
 NF1730;SPC MI S     -   289,599.48 13,180,474.60   iFT  0.99995963   +0 08 37.2
 NF1730;UTM  16      - 4,686,390.167   734,489.702   MT  1.00027660   +1 54 54.0
 NF1730
 NF1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1730!SPC MI S     -   0.99995740  x   0.99995963  =   0.99991703
 NF1730!UTM  16      -   0.99995740  x   1.00027660  =   1.00023398
 NF1730
 NF1730                          SUPERSEDED SURVEY CONTROL
 NF1730
 NF1730  ELLIP H (02/03/97)  271.65   (m)                       GP(       ) 4 1
 NF1730  NAD 83(1986)-  42 17 40.08737(N)    084 09 20.04320(W) AD(       ) 1
 NF1730
 NF1730.Superseded values are not recommended for survey control.
 NF1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1730.See file dsdata.txt to determine how the superseded data were derived.
 NF1730
 NF1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3449086390(NAD 83)
 NF1730_MARKER: DD = SURVEY DISK
 NF1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1730_SP_SET: CONCRETE POST
 NF1730_STAMPING: 38105 1981
 NF1730_MARK LOGO: MIDH  
 NF1730_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1730+STABILITY: SURFACE MOTION
 NF1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1730+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1991
 NF1730
 NF1730  HISTORY     - Date     Condition        Report By
 NF1730  HISTORY     - 1981     MONUMENTED       MIDH
 NF1730  HISTORY     - 19910219 GOOD
 NF1730
 NF1730                          STATION DESCRIPTION
 NF1730
 NF1730'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 NF1730'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 14,
 NF1730'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 12
 NF1730'MILES NORTHEAST OF JACKSON, 4 MILES NORTHEAST OF GRASS LAKE, 4 MILES
 NF1730'SOUTH OF WATERLOO ON THE INTERSTATE HIGHWAY 94 RIGHT-OF-WAY AND ON
 NF1730'THE GRASS LAKE QUADRANGLE MAP.
 NF1730'TO REACH THE STATION FROM THE INTERSTATE 94 AND CLEAR LAKE ROAD (EXIT
 NF1730'153) INTERCHANGE, GO WEST ALONG I-94 FOR 0.5 MI (0.8 KM) TO A
 NF1730'AUTHORIZED VEHICLE ONLY MEDIAN CROSSOVER SIGN AND STATION IS IN THE
 NF1730'MEDIAN ABOUT 10 FEET EAST OF THE CROSSOVER AS DESCRIBED.
 NF1730'STATION IS RECESSED 9 CM BELOW THE GROUND SURFACE.  IT IS LOCATED 45.2
 NF1730'FT (13.8 M) EAST OF A AUTHORIZED VEHICLE ONLY SIGN, 28.9 FT
 NF1730'(8.8 M) NORTH OF THE CENTERLINE OF EASTBOUND I-94, 28.2 FT (8.6 M)
 NF1730'EAST OF THE CENTERLINE OF THE MEDIAN CROSSOVER, AND 4.0 FT (1.2 M)
 NF1730'WEST OF A METAL WITNESS POST WITH SIGN.
 NF1730
 NF1730                          STATION RECOVERY (1991)
 NF1730
 NF1730'RECOVERED 1991
 NF1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1731 ***********************************************************************
 NF1731  DESIGNATION -  38201
 NF1731  PID         -  NF1731
 NF1731  STATE/COUNTY-  MI/JACKSON
 NF1731  USGS QUAD   -  GILLETTS LAKE (1976)
 NF1731
 NF1731                         *CURRENT SURVEY CONTROL
 NF1731  ___________________________________________________________________
 NF1731* NAD 83(1994)-  42 16 36.94681(N)    084 18 59.68111(W)     ADJUSTED  
 NF1731* NAVD 88     -       302.3    (meters)     992.     (feet)  GPS OBS   
 NF1731  ___________________________________________________________________
 NF1731  X           -     468,079.868 (meters)                     COMP
 NF1731  Y           -  -4,703,325.107 (meters)                     COMP
 NF1731  Z           -   4,268,593.722 (meters)                     COMP
 NF1731  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 NF1731  ELLIP HEIGHT-         268.18  (meters)          (07/17/02) GPS OBS
 NF1731  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NF1731
 NF1731  HORZ ORDER  -  FIRST
 NF1731  ELLP ORDER  -  FOURTH    CLASS I
 NF1731
 NF1731.The horizontal coordinates were established by GPS observations
 NF1731.and adjusted by the National Geodetic Survey in February 1997..
 NF1731
 NF1731.The orthometric height was determined by GPS observations and a
 NF1731.high-resolution geoid model.
 NF1731
 NF1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1731
 NF1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1731
 NF1731.The ellipsoidal height was determined by GPS observations
 NF1731.and is referenced to NAD 83.
 NF1731
 NF1731.The geoid height was determined by GEOID03.
 NF1731
 NF1731;                    North         East     Units Scale Factor Converg.
 NF1731;SPC MI S     -    86,301.226 4,004,131.681   MT  0.99996281   +0 02 02.7
 NF1731;SPC MI S     -   283,140.51 13,136,914.96   iFT  0.99996281   +0 02 02.7
 NF1731;UTM  16      - 4,684,011.294   721,276.261   MT  1.00020249   +1 48 21.3
 NF1731
 NF1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1731!SPC MI S     -   0.99995794  x   0.99996281  =   0.99992075
 NF1731!UTM  16      -   0.99995794  x   1.00020249  =   1.00016042
 NF1731
 NF1731                          SUPERSEDED SURVEY CONTROL
 NF1731
 NF1731  NAD 83(1986)-  42 16 36.94802(N)    084 18 59.70070(W) AD(       ) 1
 NF1731
 NF1731.Superseded values are not recommended for survey control.
 NF1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1731.See file dsdata.txt to determine how the superseded data were derived.
 NF1731
 NF1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2127684011(NAD 83)
 NF1731_MARKER: DD = SURVEY DISK
 NF1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1731_SP_SET: CONCRETE POST
 NF1731_STAMPING: 38201 1991
 NF1731_MARK LOGO: MIDH  
 NF1731_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1731+STABILITY: SURFACE MOTION
 NF1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1731+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1731
 NF1731  HISTORY     - Date     Condition        Report By
 NF1731  HISTORY     - 1991     MONUMENTED       MIDH
 NF1731  HISTORY     - 20040418 GOOD             JCLS
 NF1731  HISTORY     - 20040419 GOOD             JCLS
 NF1731  HISTORY     - 20051019 GOOD             ADVGEO
 NF1731
 NF1731                          STATION DESCRIPTION
 NF1731
 NF1731'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NF1731'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 21,
 NF1731'T-2-S, R-1-E, LEONI TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 4-1/2 MILE
 NF1731'NORTHEAST OF THE CENTER OF JACKSON ON THE INTERSTATE HIGHWAY 94
 NF1731'RIGHT-OF-WAY AND ON THE GILLETTS LAKE QUADRANGLE MAP.
 NF1731'TO REACH THE STATION FROM THE INTERSTATE 94 AND SARGENT ROAD
 NF1731'INTERCHANGE ON THE NORTHEAST SIDE JACKSON, GO WEST ON I-94 FOR 0.2 MI
 NF1731'(0.3 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1731'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 166.8 FT
 NF1731'(50.8 M) NORTHEAST OF A OVERHEAD SIGN EXIT 45 SARGENT ROAD ONLY,
 NF1731'72.0 FT (21.9 M) SOUTH OF THE CENTERLINE OF EASTBOUND I-94, 51.5 FT
 NF1731'(15.7 M) NORTHEAST OF A MAPLE TREE, 33.0 FT (10.1 M) NORTH OF THE
 NF1731'RIGHT-OF-WAY FENCE, AND 33.0 FT (10.1 M) NORTH OF A METAL WITNESS
 NF1731'POST WITH SIGN.
 NF1731
 NF1731                          STATION RECOVERY (2004)
 NF1731
 NF1731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NF1731'RECOVERED IN GOOD CONDITION.
 NF1731
 NF1731                          STATION RECOVERY (2004)
 NF1731
 NF1731'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NF1731'RECOVERED IN GOOD CONDITION.
 NF1731
 NF1731                          STATION RECOVERY (2005)
 NF1731
 NF1731'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1731'STATION IS 2.0 FT NORTH OF A METAL WITNESS POST WITH SIGN AND 32.5 FT
 NF1731'SOUTH OF THE S'LY EDGE OF BIT OF EB I-94.  STATION IS NORTH OF THE
 NF1731''ROBERTS ARENA' LOCATED ON ANN ARBOR ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1732 ***********************************************************************
 NF1732  DESIGNATION -  38202
 NF1732  PID         -  NF1732
 NF1732  STATE/COUNTY-  MI/JACKSON
 NF1732  USGS QUAD   -  GRASS LAKE (1973)
 NF1732
 NF1732                         *CURRENT SURVEY CONTROL
 NF1732  ___________________________________________________________________
 NF1732* NAD 83(1994)-  42 17 31.21105(N)    084 12 15.57420(W)     ADJUSTED  
 NF1732* NAVD 88     -       309.8    (meters)    1016.     (feet)  GPS OBS   
 NF1732  ___________________________________________________________________
 NF1732  X           -     477,180.360 (meters)                     COMP
 NF1732  Y           -  -4,701,283.805 (meters)                     COMP
 NF1732  Z           -   4,269,837.564 (meters)                     COMP
 NF1732  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 NF1732  ELLIP HEIGHT-         275.75  (meters)          (07/17/02) GPS OBS
 NF1732  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NF1732
 NF1732  HORZ ORDER  -  FIRST
 NF1732  ELLP ORDER  -  FOURTH    CLASS I
 NF1732
 NF1732.The horizontal coordinates were established by GPS observations
 NF1732.and adjusted by the National Geodetic Survey in February 1997..
 NF1732
 NF1732.The orthometric height was determined by GPS observations and a
 NF1732.high-resolution geoid model.
 NF1732
 NF1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1732
 NF1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1732
 NF1732.The ellipsoidal height was determined by GPS observations
 NF1732.and is referenced to NAD 83.
 NF1732
 NF1732.The geoid height was determined by GEOID03.
 NF1732
 NF1732;                    North         East     Units Scale Factor Converg.
 NF1732;SPC MI S     -    87,987.175 4,013,387.825   MT  0.99996007   +0 06 37.7
 NF1732;SPC MI S     -   288,671.83 13,167,282.89   iFT  0.99996007   +0 06 37.7
 NF1732;UTM  16      - 4,685,983.135   730,478.307   MT  1.00025364   +1 52 55.4
 NF1732
 NF1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1732!SPC MI S     -   0.99995675  x   0.99996007  =   0.99991683
 NF1732!UTM  16      -   0.99995675  x   1.00025364  =   1.00021038
 NF1732
 NF1732                          SUPERSEDED SURVEY CONTROL
 NF1732
 NF1732  ELLIP H (02/03/97)  275.76   (m)                       GP(       ) 4 1
 NF1732  NAD 83(1986)-  42 17 31.21210(N)    084 12 15.59409(W) AD(       ) 1
 NF1732
 NF1732.Superseded values are not recommended for survey control.
 NF1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1732.See file dsdata.txt to determine how the superseded data were derived.
 NF1732
 NF1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3047885983(NAD 83)
 NF1732_MARKER: DD = SURVEY DISK
 NF1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1732_SP_SET: CONCRETE POST
 NF1732_STAMPING: 38202 1991
 NF1732_MARK LOGO: MIDH  
 NF1732_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1732+STABILITY: SURFACE MOTION
 NF1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1732+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 NF1732
 NF1732  HISTORY     - Date     Condition        Report By
 NF1732  HISTORY     - 1991     MONUMENTED       MIDH
 NF1732  HISTORY     - 19920624 GOOD             LOCENG
 NF1732
 NF1732                          STATION DESCRIPTION
 NF1732
 NF1732'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NF1732'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 21,
 NF1732'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 9
 NF1732'MILES NORTHEAST OF JACKSON, 5-12 MILES SOUTHWEST OF WATERLOO, 2-3/4
 NF1732'MILES NORTH OF GRASS LAKE AND ON THE INTERSTATE HIGHWAY 94
 NF1732'RIGHT-OF-WAY AND ON THE GRASS LAKE QUADRANGLE MAP.
 NF1732'THE STATION IS AT THE INTERSTATE 94 AND MT. HOPE ROAD (EXIT 150) TO
 NF1732'GRASS LAKE, ON THE EAST SIDE OF MT .HOPE ROAD, OPPOSITE THE WESTBOUND
 NF1732'I-94 ENTRANCE RAMP AS DESCRIBED.
 NF1732'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 54.0 FT
 NF1732'(16.5 M) SOUTHWEST OF A CEDAR TREE, 53.0 FT (16.2 M) NORTHWEST OF A
 NF1732'RED PINE TRE, 22.0 FT (6.7 M) EAST OF THE CENTERLINE OF MT. HOPE
 NF1732'ROAD, 20.0 FT (6.1 M) NORTH OF A SIGN I-94 WEST JACKSON, 2.0 FT
 NF1732'(0.6 M) EAST OF THE GUARDRAIL, 2.0 FT (0.6 M) WEST OF A METAL WITNESS
 NF1732'POST WITH SIGN.
 NF1732
 NF1732                          STATION RECOVERY (1992)
 NF1732
 NF1732'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1733 ***********************************************************************
 NF1733  DESIGNATION -  38203
 NF1733  PID         -  NF1733
 NF1733  STATE/COUNTY-  MI/JACKSON
 NF1733  USGS QUAD   -  GRASS LAKE (1973)
 NF1733
 NF1733                         *CURRENT SURVEY CONTROL
 NF1733  ___________________________________________________________________
 NF1733* NAD 83(1994)-  42 17 47.88281(N)    084 08 54.03944(W)     ADJUSTED  
 NF1733* NAVD 88     -       301.2    (meters)     988.     (feet)  GPS OBS   
 NF1733  ___________________________________________________________________
 NF1733  X           -     481,737.674 (meters)                     COMP
 NF1733  Y           -  -4,700,464.719 (meters)                     COMP
 NF1733  Z           -   4,270,212.396 (meters)                     COMP
 NF1733  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 NF1733  ELLIP HEIGHT-         267.29  (meters)          (07/17/02) GPS OBS
 NF1733  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1733
 NF1733  HORZ ORDER  -  FIRST
 NF1733  ELLP ORDER  -  FOURTH    CLASS I
 NF1733
 NF1733.The horizontal coordinates were established by GPS observations
 NF1733.and adjusted by the National Geodetic Survey in February 1997..
 NF1733
 NF1733.The orthometric height was determined by GPS observations and a
 NF1733.high-resolution geoid model.
 NF1733
 NF1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1733
 NF1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1733
 NF1733.The ellipsoidal height was determined by GPS observations
 NF1733.and is referenced to NAD 83.
 NF1733
 NF1733.The geoid height was determined by GEOID03.
 NF1733
 NF1733;                    North         East     Units Scale Factor Converg.
 NF1733;SPC MI S     -    88,512.001 4,018,003.171   MT  0.99995925   +0 08 54.9
 NF1733;SPC MI S     -   290,393.70 13,182,425.10   iFT  0.99995925   +0 08 54.9
 NF1733;UTM  16      - 4,686,650.590   735,076.635   MT  1.00027999   +1 55 11.8
 NF1733
 NF1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1733!SPC MI S     -   0.99995808  x   0.99995925  =   0.99991733
 NF1733!UTM  16      -   0.99995808  x   1.00027999  =   1.00023806
 NF1733
 NF1733                          SUPERSEDED SURVEY CONTROL
 NF1733
 NF1733  ELLIP H (02/03/97)  267.30   (m)                       GP(       ) 4 1
 NF1733  NAD 83(1986)-  42 17 47.88479(N)    084 08 54.06203(W) AD(       ) 1
 NF1733
 NF1733.Superseded values are not recommended for survey control.
 NF1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1733.See file dsdata.txt to determine how the superseded data were derived.
 NF1733
 NF1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3507786651(NAD 83)
 NF1733_MARKER: DD = SURVEY DISK
 NF1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1733_SP_SET: CONCRETE POST
 NF1733_STAMPING: 38203 1991
 NF1733_MARK LOGO: MIDH  
 NF1733_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NF1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1733+STABILITY: SURFACE MOTION
 NF1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1733+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NF1733
 NF1733  HISTORY     - Date     Condition        Report By
 NF1733  HISTORY     - 1991     MONUMENTED       MIDH
 NF1733
 NF1733                          STATION DESCRIPTION
 NF1733
 NF1733'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NF1733'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHWEST 1/4 OF SECTION 13,
 NF1733'T-2-S, R-2-E, GRASS LAKE TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 12-1/2
 NF1733'MILES NORTHEAST OF THE CITY OF JACKSON, 4 MILES NORTHEAST OF GRASS
 NF1733'LAKE, 4 MILES SOUTH OF WATERLOO ON THE INTERSTATE HIGHWAY 94
 NF1733'RIGHT-OF-WAY, AND ON THE GRASS LAKE QUADRANGLE MAP.
 NF1733'TO REACH THE STATION FROM THE INTERSTATE 94 AND CLEAR LAKE ROAD (EXIT
 NF1733'153) INTERCHANGE, ENTER ONTO WESTBOUND I-94 ENTRANCE RAMP AND STATION
 NF1733'IS ON THE RIGHT NEAR THE BOTTOM OF THE RAMP AS DESCRIBED.
 NF1733'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED 75.0 FT
 NF1733'(22.9 M) WEST OF A ELM TREE, 68.0 FT (20.7 M) EAST OF A ELM TREE,
 NF1733'38.0 FT (11.6 M) NORTH OF THE EDGE OF THE RAMP BITUMINOUS SHOULDER,
 NF1733'27.0 FT (8.2 M) EAST OF A HICKORY TREE, 10.0 FT (3.0 M) SOUTH OF A
 NF1733'RIGHT-OF-WAY FENCE, AND 10.0 FT (3.0 M) SOUTH OF A METAL WITNESS POST
 NF1733'SITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6997 ***********************************************************************
 AJ6997  DESIGNATION -  38400
 AJ6997  PID         -  AJ6997
 AJ6997  STATE/COUNTY-  MI/JACKSON
 AJ6997  USGS QUAD   -  JACKSON NORTH (1976)
 AJ6997
 AJ6997                         *CURRENT SURVEY CONTROL
 AJ6997  ___________________________________________________________________
 AJ6997* NAD 83(1986)-  42 17 27.     (N)    084 23 49.     (W)     SCALED    
 AJ6997* NAVD 88     -       288.364  (meters)     946.07   (feet)  ADJUSTED  
 AJ6997  ___________________________________________________________________
 AJ6997  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AJ6997  DYNAMIC HT  -         288.263 (meters)     945.74  (feet)  COMP
 AJ6997  MODELED GRAV-     980,262.6   (mgal)                       NAVD 88
 AJ6997
 AJ6997  VERT ORDER  -  SECOND    CLASS I
 AJ6997
 AJ6997.The horizontal coordinates were scaled from a topographic map and have
 AJ6997.an estimated accuracy of +/- 6 seconds.
 AJ6997
 AJ6997.The orthometric height was determined by differential leveling
 AJ6997.and adjusted by the National Geodetic Survey in July 2002..
 AJ6997
 AJ6997.The geoid height was determined by GEOID03.
 AJ6997
 AJ6997.The dynamic height is computed by dividing the NAVD 88
 AJ6997.geopotential number by the normal gravity value computed on the
 AJ6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6997.degrees latitude (g = 980.6199 gals.).
 AJ6997
 AJ6997.The modeled gravity was interpolated from observed gravity values.
 AJ6997
 AJ6997;                    North         East    Units  Estimated Accuracy
 AJ6997;SPC MI S     -    87,850.    3,997,500.      MT  (+/- 180 meters Scaled)
 AJ6997
 AJ6997                          SUPERSEDED SURVEY CONTROL
 AJ6997
 AJ6997.No superseded survey control is available for this station.
 AJ6997
 AJ6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM146853(NAD 83)
 AJ6997_MARKER: DD = SURVEY DISK
 AJ6997_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ6997+WITH SETTING: PAVEMENT
 AJ6997_SP_SET: GUY WIRE BASE
 AJ6997_STAMPING: 38400 2001
 AJ6997_MARK LOGO: MIDT  
 AJ6997_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6997+STABILITY: SURFACE MOTION
 AJ6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6997+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AJ6997
 AJ6997  HISTORY     - Date     Condition        Report By
 AJ6997  HISTORY     - 20010522 MONUMENTED       MIDT
 AJ6997
 AJ6997                          STATION DESCRIPTION
 AJ6997
 AJ6997'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AJ6997'STATION IS LOCATED AT THE NORTH SIDE OF JACKSON, AT THE
 AJ6997'INTERSECTION OF PARNALL ROAD AND STATE ROUTE  M-106.
 AJ6997' 
 AJ6997'STATION IS A STANDARD MICHIGAN DEPARTMENT OF TRANSPORTATION
 AJ6997'DISK CEMENTED IN A DRILL HOLE IN THE 36-INCH DIAMETER CONCRETE BASE
 AJ6997'FOR A GUY POLE FOR THE STREET LIGHT AT THIS INTERSECTION.  IT IS IN
 AJ6997'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.
 AJ6997' 
 AJ6997'IT IS 59.5 FEET SOUTH OF THE CENTER LINE OF PARNALL ROAD, 53.5 FEET
 AJ6997'WEST OF THE CENTERLINE OF COOPER ROAD (M-106), 46.0 FEET SOUTHWEST
 AJ6997'OF A UTILITY POLE, 41.8 FEET NORTHEAST OF A UTILITY POLE AND 1.2 FEET
 AJ6997'EAST OF A CARSONITE WITNESS POST.
 AJ6997' 
 AJ6997'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AJ6997' 
 AJ6997'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ6998 ***********************************************************************
 AJ6998  DESIGNATION -  38401
 AJ6998  PID         -  AJ6998
 AJ6998  STATE/COUNTY-  MI/JACKSON
 AJ6998  USGS QUAD   -  JACKSON NORTH (1976)
 AJ6998
 AJ6998                         *CURRENT SURVEY CONTROL
 AJ6998  ___________________________________________________________________
 AJ6998* NAD 83(1986)-  42 16 10.     (N)    084 23 03.     (W)     SCALED    
 AJ6998* NAVD 88     -       292.666  (meters)     960.19   (feet)  ADJUSTED  
 AJ6998  ___________________________________________________________________
 AJ6998  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AJ6998  DYNAMIC HT  -         292.562 (meters)     959.85  (feet)  COMP
 AJ6998  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 AJ6998
 AJ6998  VERT ORDER  -  SECOND    CLASS I
 AJ6998
 AJ6998.The horizontal coordinates were scaled from a topographic map and have
 AJ6998.an estimated accuracy of +/- 6 seconds.
 AJ6998
 AJ6998.The orthometric height was determined by differential leveling
 AJ6998.and adjusted by the National Geodetic Survey in July 2002..
 AJ6998
 AJ6998.The geoid height was determined by GEOID03.
 AJ6998
 AJ6998.The dynamic height is computed by dividing the NAVD 88
 AJ6998.geopotential number by the normal gravity value computed on the
 AJ6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6998.degrees latitude (g = 980.6199 gals.).
 AJ6998
 AJ6998.The modeled gravity was interpolated from observed gravity values.
 AJ6998
 AJ6998;                    North         East    Units  Estimated Accuracy
 AJ6998;SPC MI S     -    85,470.    3,998,560.      MT  (+/- 180 meters Scaled)
 AJ6998
 AJ6998                          SUPERSEDED SURVEY CONTROL
 AJ6998
 AJ6998.No superseded survey control is available for this station.
 AJ6998
 AJ6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM157830(NAD 83)
 AJ6998_MARKER: DD = SURVEY DISK
 AJ6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6998_STAMPING: 38401 2001
 AJ6998_MARK LOGO: MIDT  
 AJ6998_PROJECTION: FLUSH
 AJ6998_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6998+STABILITY: SURFACE MOTION
 AJ6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6998+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AJ6998
 AJ6998  HISTORY     - Date     Condition        Report By
 AJ6998  HISTORY     - 20010522 MONUMENTED       MIDT
 AJ6998
 AJ6998                          STATION DESCRIPTION
 AJ6998
 AJ6998'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AJ6998'STATION IS LOCATED IN THE NORTHEAST PART OF THE CITY OF JACKSON
 AJ6998'ALONG NORTH ELM AVENUE,  ABOUT 3/4 MILE SOUTH OF INTERSTATE
 AJ6998'HIGHWAY 94 .  THE STATION IS JUST SOUTH INTO THE CITY LIMITS OF
 AJ6998'JACKSON ON THE EAST SIDE OF ELM AVENUE AND ACROSS THE STREET
 AJ6998'FROM HOUSE NUMBER 1200.
 AJ6998' 
 AJ6998'STATION IS A STANDARD MICHIGAN DEPARTMENT OF TRANSPORTATION
 AJ6998'DISK SET INTO THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AJ6998'GROUND SURFACE.  IT 69.5 FEET NORTHEAST OF A UTILITY POLE WITH
 AJ6998'STREET LIGHT AND TRANSFORMER ATTACHED, 50.0 FEET EAST OF THE
 AJ6998'CENTERLINE OF ELM AVENUE, 32.5 FEET NORTH OF A FENCE CORNER AND
 AJ6998'1.5 FEET WEST OF THE FENCE LINE AND A CARSONITE WITNESS POST.
 AJ6998' 
 AJ6998'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AJ6998' 
 AJ6998'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0770 ***********************************************************************
 NE0770  DESIGNATION -  39 1/2
 NE0770  PID         -  NE0770
 NE0770  STATE/COUNTY-  MI/OAKLAND
 NE0770  USGS QUAD   -  HIGHLAND (1983)
 NE0770
 NE0770                         *CURRENT SURVEY CONTROL
 NE0770  ___________________________________________________________________
 NE0770* NAD 83(1986)-  42 44 24.     (N)    083 30 27.     (W)     SCALED    
 NE0770* NAVD 88     -       308.668  (meters)    1012.69   (feet)  ADJUSTED  
 NE0770  ___________________________________________________________________
 NE0770  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NE0770  DYNAMIC HT  -         308.576 (meters)    1012.39  (feet)  COMP
 NE0770  MODELED GRAV-     980,312.2   (mgal)                       NAVD 88
 NE0770
 NE0770  VERT ORDER  -  SECOND    CLASS 0
 NE0770
 NE0770.The horizontal coordinates were scaled from a topographic map and have
 NE0770.an estimated accuracy of +/- 6 seconds.
 NE0770
 NE0770.The orthometric height was determined by differential leveling
 NE0770.and adjusted by the National Geodetic Survey in June 1991..
 NE0770
 NE0770.The geoid height was determined by GEOID03.
 NE0770
 NE0770.The dynamic height is computed by dividing the NAVD 88
 NE0770.geopotential number by the normal gravity value computed on the
 NE0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0770.degrees latitude (g = 980.6199 gals.).
 NE0770
 NE0770.The modeled gravity was interpolated from observed gravity values.
 NE0770
 NE0770;                    North         East    Units  Estimated Accuracy
 NE0770;SPC MI S     -   138,100.    4,070,340.      MT  (+/- 180 meters Scaled)
 NE0770
 NE0770                          SUPERSEDED SURVEY CONTROL
 NE0770
 NE0770  NGVD 29 (??/??/92)  308.753  (m)         1012.97   (f) ADJ UNCH    2 0
 NE0770
 NE0770.Superseded values are not recommended for survey control.
 NE0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0770.See file dsdata.txt to determine how the superseded data were derived.
 NE0770
 NE0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH947349(NAD 83)
 NE0770_MARKER: B = BOLT
 NE0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0770_STAMPING: 39 1/2
 NE0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0770+STABILITY: SURFACE MOTION
 NE0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0770+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0770
 NE0770  HISTORY     - Date     Condition        Report By
 NE0770  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0770  HISTORY     - 1934     GOOD             NGS
 NE0770  HISTORY     - 20060310 GOOD             INDIV
 NE0770
 NE0770                          STATION DESCRIPTION
 NE0770
 NE0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0770'1 MI NW FROM ANDERSONVILLE.
 NE0770'1.0 MILE NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0770'THE STATION AT ANDERSONVILLE, OAKLAND COUNTY, 0.5 MILE NORTHWEST
 NE0770'OF MILEPOST D 39, 200 YARDS NORTHWEST OF A PRIVATE-ROAD CROSSING,
 NE0770'AND 42 FEET NORTHEAST OF THE NORTHEAST RAIL.  A COPPER BOLT,
 NE0770'STAMPED 39-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0770
 NE0770                          STATION RECOVERY (2006)
 NE0770
 NE0770'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0770'FOUND IN GOOD CONDITION AS DESCRIBED, +-70FT NE OF WHISLE SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1079 ***********************************************************************
 NF1079  DESIGNATION -  39 DDB
 NF1079  PID         -  NF1079
 NF1079  STATE/COUNTY-  MI/EATON
 NF1079  USGS QUAD   -  DIMONDALE (1973)
 NF1079
 NF1079                         *CURRENT SURVEY CONTROL
 NF1079  ___________________________________________________________________
 NF1079* NAD 83(1986)-  42 41 49.     (N)    084 44 24.     (W)     SCALED    
 NF1079* NAVD 88     -       269.563  (meters)     884.39   (feet)  ADJUSTED  
 NF1079  ___________________________________________________________________
 NF1079  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF1079  DYNAMIC HT  -         269.482 (meters)     884.13  (feet)  COMP
 NF1079  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 NF1079
 NF1079  VERT ORDER  -  SECOND    CLASS II
 NF1079
 NF1079.The horizontal coordinates were scaled from a topographic map and have
 NF1079.an estimated accuracy of +/- 6 seconds.
 NF1079
 NF1079.The orthometric height was determined by differential leveling
 NF1079.and adjusted by the National Geodetic Survey in June 1991..
 NF1079
 NF1079.The geoid height was determined by GEOID03.
 NF1079
 NF1079.The dynamic height is computed by dividing the NAVD 88
 NF1079.geopotential number by the normal gravity value computed on the
 NF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1079.degrees latitude (g = 980.6199 gals.).
 NF1079
 NF1079.The modeled gravity was interpolated from observed gravity values.
 NF1079
 NF1079;                    North         East    Units  Estimated Accuracy
 NF1079;SPC MI S     -   133,020.    3,969,410.      MT  (+/- 180 meters Scaled)
 NF1079
 NF1079                          SUPERSEDED SURVEY CONTROL
 NF1079
 NF1079  NGVD 29 (??/??/92)  269.688  (m)          884.80   (f) ADJ UNCH    2 2
 NF1079
 NF1079.Superseded values are not recommended for survey control.
 NF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1079.See file dsdata.txt to determine how the superseded data were derived.
 NF1079
 NF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN851296(NAD 83)
 NF1079_MARKER: DB = BENCH MARK DISK
 NF1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1079_STAMPING: 39 DDB 1964
 NF1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1079+STABILITY: SURFACE MOTION
 NF1079
 NF1079  HISTORY     - Date     Condition        Report By
 NF1079  HISTORY     - 1964     MONUMENTED       USGS
 NF1079  HISTORY     - 1976     GOOD             MIDH
 NF1079
 NF1079                          STATION DESCRIPTION
 NF1079
 NF1079'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1079'3.5 MI S FROM GRAND LEDGE.
 NF1079'A 1929 USGS GRAND LEDGE, 3.5 MI. S. AND 4.5 MI N. OF POTTERVILLE IN N.
 NF1079'CORNER OF SECTION 35, T4N, R4W, 126 FEET SOUTH AND 35 FEET WEST AND
 NF1079'0.4 FEET HIGHER THAN CENTER OF HARTEL AND STRANGE HIGHWAY.  AT T RD.
 NF1079'WEST 63 FEET SOUTHEAST OF SOUTHEAST CORNER OF OLD RED SCHOOLHOUSE.
 NF1079'17.7 FEET NORTH OF A MAPLE TREE, 10 FEET SOUTH OF GATE ENTRANCE TO
 NF1079'SCHOOL GROUND.  REFERENCE MARK, ON THE SOUTHEAST CORNER OF BOTTOM STEP
 NF1079'OF SCHOOLHOUSE 58 FEET NORTHWEST OF TABLET, A CHISELED SQUARE PAINTED
 NF1079'BM 885.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0822 ***********************************************************************
 RJ0822  DESIGNATION -  39 USLS
 RJ0822  PID         -  RJ0822
 RJ0822  STATE/COUNTY-  MI/CHIPPEWA
 RJ0822  USGS QUAD   -  PAYMENT (1976)
 RJ0822
 RJ0822                         *CURRENT SURVEY CONTROL
 RJ0822  ___________________________________________________________________
 RJ0822* NAD 83(1994)-  46 31 59.34783(N)    084 13 03.82061(W)     ADJUSTED  
 RJ0822* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0822  ___________________________________________________________________
 RJ0822  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RJ0822  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 RJ0822
 RJ0822  HORZ ORDER  -  THIRD
 RJ0822
 RJ0822.The horizontal coordinates were established by classical geodetic methods
 RJ0822.and adjusted by the National Geodetic Survey in February 1997..
 RJ0822
 RJ0822.The orthometric height was scaled from a topographic map.
 RJ0822
 RJ0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0822
 RJ0822.The geoid height was determined by GEOID03.
 RJ0822
 RJ0822;                    North         East     Units Scale Factor Converg.
 RJ0822;SPC MI N     -   198,228.184 8,213,382.009   MT  0.99991217   +2 00 39.6
 RJ0822;SPC MI N     -   650,354.93 26,946,791.37   iFT  0.99991217   +2 00 39.6
 RJ0822;SPC MI C     -   357,475.126 6,011,429.394   MT  1.00030012   +0 06 18.8
 RJ0822;SPC MI C     - 1,172,818.65 19,722,537.38   iFT  1.00030012   +0 06 18.8
 RJ0822;UTM  16      - 5,157,048.248   713,354.805   MT  1.00015956   +2 01 12.2
 RJ0822
 RJ0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0822!SPC MI N     -   0.99997770  x   0.99991217  =   0.99988987
 RJ0822!SPC MI C     -   0.99997770  x   1.00030012  =   1.00027781
 RJ0822!UTM  16      -   0.99997770  x   1.00015956  =   1.00013725
 RJ0822
 RJ0822                          SUPERSEDED SURVEY CONTROL
 RJ0822
 RJ0822  NAD 83(1986)-  46 31 59.33819(N)    084 13 03.83875(W) AD(       ) 3
 RJ0822  NAD 27      -  46 31 59.25200(N)    084 13 03.71200(W) AD(       ) 3
 RJ0822
 RJ0822.Superseded values are not recommended for survey control.
 RJ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0822.See file dsdata.txt to determine how the superseded data were derived.
 RJ0822
 RJ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1335557048(NAD 83)
 RJ0822_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0822_SETTING: 0 = UNSPECIFIED SETTING
 RJ0822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0822
 RJ0822  HISTORY     - Date     Condition        Report By
 RJ0822  HISTORY     - 1895     MONUMENTED       USLS
 RJ0822  HISTORY     - 1958     GOOD             IBC
 RJ0822
 RJ0822                          STATION DESCRIPTION
 RJ0822
 RJ0822'DESCRIBED BY US LAKE SURVEY 1895
 RJ0822'ON W END OF PALMERS POINT, 1/2 MILE W OF LITTLE LAKE GEORGE, AND
 RJ0822'ABOUT 120 FEET W OF EXTENSION OF N - AND S ROAD, ON ROCKY RIDGE
 RJ0822'COVERED WITH TREES AND BRUSH.  IT IS NEAR THE W END OF THE RIDGE,
 RJ0822'ABOUT 10 FEET NE OF AN OLD ROOT CELLAR, AND ABOUT 110 FEET S OF
 RJ0822'RIVER.
 RJ0822'
 RJ0822'STATION MARK IS A DRILL HOLE IN A FLAT LIMESTONE, 9 BY 18 INCHES,
 RJ0822'BURIED 2 FEET UNDER SURFACE OF ROCKY GROUND.  THE STONE IS INSCRIBED
 RJ0822'WITH A TRIANGLE AND---XXXIX---CUT IN THE FLAT SURFACE.  A 4-INCH
 RJ0822'POST WAS SET OVER CENTER AND ROCKS PILED AROUND IT.  STATION
 RJ0822'ESTABLISHED SOMETIME AFTER 1878.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ0822'
 RJ0822'STATION STEWART IS 5.892 METERS (19.63 FEET) FROM STATION,
 RJ0822'S 68 DEG 30 MIN E.
 RJ0822
 RJ0822                          STATION RECOVERY (1958)
 RJ0822
 RJ0822'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8424 ***********************************************************************
 AH8424  DESIGNATION -  39101
 AH8424  PID         -  AH8424
 AH8424  STATE/COUNTY-  MI/KALAMAZOO
 AH8424  USGS QUAD   -  SCHOOLCRAFT NW (1979)
 AH8424
 AH8424                         *CURRENT SURVEY CONTROL
 AH8424  ___________________________________________________________________
 AH8424* NAD 83(1986)-  42 08 34.     (N)    085 38 17.     (W)     SCALED    
 AH8424* NAVD 88     -       270.028  (meters)     885.92   (feet)  ADJUSTED  
 AH8424  ___________________________________________________________________
 AH8424  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH8424  DYNAMIC HT  -         269.941 (meters)     885.63  (feet)  COMP
 AH8424  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 AH8424
 AH8424  VERT ORDER  -  FIRST     CLASS II
 AH8424
 AH8424.The horizontal coordinates were scaled from a topographic map and have
 AH8424.an estimated accuracy of +/- 6 seconds.
 AH8424
 AH8424.The orthometric height was determined by differential leveling
 AH8424.and adjusted by the National Geodetic Survey in March 2005..
 AH8424
 AH8424.The geoid height was determined by GEOID03.
 AH8424
 AH8424.The dynamic height is computed by dividing the NAVD 88
 AH8424.geopotential number by the normal gravity value computed on the
 AH8424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8424.degrees latitude (g = 980.6199 gals.).
 AH8424
 AH8424.The modeled gravity was interpolated from observed gravity values.
 AH8424
 AH8424;                    North         East    Units  Estimated Accuracy
 AH8424;SPC MI S     -    72,190.    3,894,910.      MT  (+/- 180 meters Scaled)
 AH8424
 AH8424                          SUPERSEDED SURVEY CONTROL
 AH8424
 AH8424.No superseded survey control is available for this station.
 AH8424
 AH8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125665(NAD 83)
 AH8424_MARKER: DS = TRIANGULATION STATION DISK
 AH8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8424_STAMPING: 39101 1980
 AH8424_MARK LOGO: MIDT  
 AH8424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8424+STABILITY: SURFACE MOTION
 AH8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8424+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8424
 AH8424  HISTORY     - Date     Condition        Report By
 AH8424  HISTORY     - 1980     MONUMENTED       MIDT
 AH8424  HISTORY     - 19930106 GOOD             NGS
 AH8424  HISTORY     - 20010528 GOOD             NGS
 AH8424  HISTORY     - 20060621 GOOD             MIDT
 AH8424
 AH8424                          STATION DESCRIPTION
 AH8424
 AH8424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8424'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN
 AH8424'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE
 AH8424'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 39.8 M (130.6 FT)
 AH8424'SOUTH OF THE CENTERLINE OF U AVENUE, 27.7 M (90.9 FT) WEST OF THE
 AH8424'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 20.9 M (68.6 FT)
 AH8424'NORTHWEST OF THE NORTHWEST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER
 AH8424'12704, 17.1 NORTH-NORTHWEST OF 39101 REFERENCE MARK 2, 16.1 M (52.8
 AH8424'FT) NORTHEAST OF A POLE AND SIGN VAN DER BERG FURNITURE STORE, 13.6 M
 AH8424'(44.6 FT) SOUTHWEST OF 39101 REFERENCE MARK 1, 0.3 M (1.0 FT) BELOW
 AH8424'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.05 BELOW THE
 AH8424'GROUND SURFACE.
 AH8424
 AH8424                          STATION RECOVERY (2001)
 AH8424
 AH8424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8424'RECOVERED AS DESCRIBED.
 AH8424
 AH8424                          STATION RECOVERY (2006)
 AH8424
 AH8424'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8424'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8425 ***********************************************************************
 AH8425  DESIGNATION -  39101 RM 1
 AH8425  PID         -  AH8425
 AH8425  STATE/COUNTY-  MI/KALAMAZOO
 AH8425  USGS QUAD   -  SCHOOLCRAFT NW (1979)
 AH8425
 AH8425                         *CURRENT SURVEY CONTROL
 AH8425  ___________________________________________________________________
 AH8425* NAD 83(1986)-  42 08 35.     (N)    085 38 16.     (W)     SCALED    
 AH8425* NAVD 88     -       270.064  (meters)     886.03   (feet)  ADJUSTED  
 AH8425  ___________________________________________________________________
 AH8425  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH8425  DYNAMIC HT  -         269.976 (meters)     885.75  (feet)  COMP
 AH8425  MODELED GRAV-     980,291.2   (mgal)                       NAVD 88
 AH8425
 AH8425  VERT ORDER  -  FIRST     CLASS II
 AH8425
 AH8425.The horizontal coordinates were scaled from a topographic map and have
 AH8425.an estimated accuracy of +/- 6 seconds.
 AH8425
 AH8425.The orthometric height was determined by differential leveling
 AH8425.and adjusted by the National Geodetic Survey in March 2005..
 AH8425
 AH8425.The geoid height was determined by GEOID03.
 AH8425
 AH8425.The dynamic height is computed by dividing the NAVD 88
 AH8425.geopotential number by the normal gravity value computed on the
 AH8425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8425.degrees latitude (g = 980.6199 gals.).
 AH8425
 AH8425.The modeled gravity was interpolated from observed gravity values.
 AH8425
 AH8425;                    North         East    Units  Estimated Accuracy
 AH8425;SPC MI S     -    72,220.    3,894,930.      MT  (+/- 180 meters Scaled)
 AH8425
 AH8425                          SUPERSEDED SURVEY CONTROL
 AH8425
 AH8425.No superseded survey control is available for this station.
 AH8425
 AH8425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125665(NAD 83)
 AH8425_MARKER: DV = VERTICAL CONTROL DISK
 AH8425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8425_STAMPING: 39101 1980 1
 AH8425_MARK LOGO: MIDT  
 AH8425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8425+STABILITY: SURFACE MOTION
 AH8425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8425+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8425
 AH8425  HISTORY     - Date     Condition        Report By
 AH8425  HISTORY     - 1980     MONUMENTED       MIDT
 AH8425  HISTORY     - 19930106 GOOD             NGS
 AH8425  HISTORY     - 20010528 GOOD             NGS
 AH8425  HISTORY     - 20060621 GOOD             MIDT
 AH8425
 AH8425                          STATION DESCRIPTION
 AH8425
 AH8425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8425'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN
 AH8425'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE
 AH8425'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 31.1 M (102.0 FT)
 AH8425'NORTH OF THE NORTHEAST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER
 AH8425'12704, 28.6 M (93.8 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 13.9 M
 AH8425'(45.6 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH8425'HIGHWAY, 13.6 M (44.6 FT) NORTHEAST OF TRIANGULATION STATION 39101,
 AH8425'0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS
 AH8425'FLUSH WITH THE GROUND SURFACE.
 AH8425
 AH8425                          STATION RECOVERY (2001)
 AH8425
 AH8425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8425'RECOVERED AS DESCRIBED.
 AH8425
 AH8425                          STATION RECOVERY (2006)
 AH8425
 AH8425'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8425'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8426 ***********************************************************************
 AH8426  DESIGNATION -  39101 RM 2
 AH8426  PID         -  AH8426
 AH8426  STATE/COUNTY-  MI/KALAMAZOO
 AH8426  USGS QUAD   -  SCHOOLCRAFT NW (1979)
 AH8426
 AH8426                         *CURRENT SURVEY CONTROL
 AH8426  ___________________________________________________________________
 AH8426* NAD 83(1986)-  42 08 33.     (N)    085 38 16.     (W)     SCALED    
 AH8426* NAVD 88     -       269.949  (meters)     885.66   (feet)  ADJUSTED  
 AH8426  ___________________________________________________________________
 AH8426  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 AH8426  DYNAMIC HT  -         269.861 (meters)     885.37  (feet)  COMP
 AH8426  MODELED GRAV-     980,291.1   (mgal)                       NAVD 88
 AH8426
 AH8426  VERT ORDER  -  FIRST     CLASS II
 AH8426
 AH8426.The horizontal coordinates were scaled from a topographic map and have
 AH8426.an estimated accuracy of +/- 6 seconds.
 AH8426
 AH8426.The orthometric height was determined by differential leveling
 AH8426.and adjusted by the National Geodetic Survey in March 2005..
 AH8426
 AH8426.The geoid height was determined by GEOID03.
 AH8426
 AH8426.The dynamic height is computed by dividing the NAVD 88
 AH8426.geopotential number by the normal gravity value computed on the
 AH8426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8426.degrees latitude (g = 980.6199 gals.).
 AH8426
 AH8426.The modeled gravity was interpolated from observed gravity values.
 AH8426
 AH8426;                    North         East    Units  Estimated Accuracy
 AH8426;SPC MI S     -    72,160.    3,894,930.      MT  (+/- 180 meters Scaled)
 AH8426
 AH8426                          SUPERSEDED SURVEY CONTROL
 AH8426
 AH8426.No superseded survey control is available for this station.
 AH8426
 AH8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125664(NAD 83)
 AH8426_MARKER: DR = REFERENCE MARK DISK
 AH8426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8426_STAMPING: 39101 1980 2
 AH8426_MARK LOGO: MIDT  
 AH8426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8426+STABILITY: SURFACE MOTION
 AH8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8426+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8426
 AH8426  HISTORY     - Date     Condition        Report By
 AH8426  HISTORY     - 1980     MONUMENTED       MIDT
 AH8426  HISTORY     - 19930106 GOOD             NGS
 AH8426  HISTORY     - 20010528 GOOD             NGS
 AH8426  HISTORY     - 20060621 GOOD             MIDT
 AH8426
 AH8426                          STATION DESCRIPTION
 AH8426
 AH8426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8426'0.1 KM (0.05 MI) NORTH ALONG HAYWARD STREET FROM THE POST OFFICE IN
 AH8426'SCHOOLCRAFT, THENCE 0.1 KM (0.05 MI) EAST ALONG CASS STREET, THENCE
 AH8426'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131, 56.8 M (186.4 FT)
 AH8426'SOUTH OF THE CENTERLINE OF THE AVENUE, 22.1 M (72.5 FT) WEST OF THE
 AH8426'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 17.1 M (56.1 FT)
 AH8426'SOUTH-SOUTHEAST OF TRIANGULATION STATION 39101, 12.9 M (42.3 FT) EAST
 AH8426'OF A POLE AND SIGN VAN DER BERG FURNITURE STORE, 3.6 M (11.8 FT)
 AH8426'NORTHWEST OF THE NORTWEST CORNER OF UNDERGROUND CABLE PEDSTAL NUMBER
 AH8426'12074, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT
 AH8426'IS FLUSH WITH THE GROUND SURFACE.
 AH8426
 AH8426                          STATION RECOVERY (2001)
 AH8426
 AH8426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8426'RECOVERED AS DESCRIBED.
 AH8426
 AH8426                          STATION RECOVERY (2006)
 AH8426
 AH8426'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8426'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3846 ***********************************************************************
 AA3846  DESIGNATION -  39200
 AA3846  PID         -  AA3846
 AA3846  STATE/COUNTY-  MI/KALAMAZOO
 AA3846  USGS QUAD   -  KALAMAZOO NE (1979)
 AA3846
 AA3846                         *CURRENT SURVEY CONTROL
 AA3846  ___________________________________________________________________
 AA3846* NAD 83(1994)-  42 24 52.51424(N)    085 31 00.05333(W)     ADJUSTED  
 AA3846* NAVD 88     -       290.6    (meters)     953.     (feet)  GPS OBS   
 AA3846  ___________________________________________________________________
 AA3846  X           -     368,663.902 (meters)                     COMP
 AA3846  Y           -  -4,701,820.124 (meters)                     COMP
 AA3846  Z           -   4,279,888.461 (meters)                     COMP
 AA3846  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AA3846  ELLIP HEIGHT-         257.48  (meters)          (07/17/02) GPS OBS
 AA3846  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 AA3846
 AA3846  HORZ ORDER  -  FIRST
 AA3846  ELLP ORDER  -  FOURTH    CLASS I
 AA3846
 AA3846.The horizontal coordinates were established by GPS observations
 AA3846.and adjusted by the National Geodetic Survey in February 1997..
 AA3846
 AA3846.The orthometric height was determined by GPS observations and a
 AA3846.high-resolution geoid model.
 AA3846
 AA3846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3846
 AA3846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3846
 AA3846.The ellipsoidal height was determined by GPS observations
 AA3846.and is referenced to NAD 83.
 AA3846
 AA3846.The geoid height was determined by GEOID03.
 AA3846
 AA3846;                    North         East     Units Scale Factor Converg.
 AA3846;SPC MI S     -   102,236.694 3,905,349.954   MT  0.99994037   -0 46 57.4
 AA3846;SPC MI S     -   335,422.22 12,812,827.93   iFT  0.99994037   -0 46 57.4
 AA3846;UTM  16      - 4,696,874.735   622,045.543   MT  0.99978327   +1 00 02.2
 AA3846
 AA3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3846!SPC MI S     -   0.99995962  x   0.99994037  =   0.99989999
 AA3846!UTM  16      -   0.99995962  x   0.99978327  =   0.99974290
 AA3846
 AA3846                          SUPERSEDED SURVEY CONTROL
 AA3846
 AA3846  NAD 83(1994)-  42 24 52.51433(N)    085 31 00.06683(W) AD(       ) 1
 AA3846
 AA3846.Superseded values are not recommended for survey control.
 AA3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3846.See file dsdata.txt to determine how the superseded data were derived.
 AA3846
 AA3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2204696875(NAD 83)
 AA3846_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3846_STAMPING: 39200 1992
 AA3846_MARK LOGO: MIDT  
 AA3846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3846+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3846
 AA3846  HISTORY     - Date     Condition        Report By
 AA3846  HISTORY     - 1992     MONUMENTED       MIDT
 AA3846
 AA3846                          STATION DESCRIPTION
 AA3846
 AA3846'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3846'STATION IS LOCATED IN QUAD 420853 ON THE KALAMAZOO NE QUADRANGLE MAP.
 AA3846'IT IS IN THE NORTHEAST 1/4 OF SECTION 6 (NEAR THE EAST SECTION LINE),
 AA3846'T-1-S, R-10-W, RICHLAND TOWNSHIP.  ABOUT 4.0 MI (6.4 KM) NORTHWEST OF
 AA3846'RICHLAND, ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF PLAINWELL AND ABOUT 10.5
 AA3846'MI (16.9 KM) NORTHEAST OF THE COUNTY COURTHOUSE IN KALAMAZOO. TO REACH
 AA3846'THE STATION FROM JUNCTION OF STATE HIGHWAYS M-89 AND M-43, IN THE
 AA3846'CENTER OF RICHLAND, GO NORTH ALONG STATE HIGHWAYS M-89 AND M-43 FOR
 AA3846'1.0 MI (1.6 KM) TO WHERE HIGHWAY M-89 GOES WEST AND HIGHWAY M-43
 AA3846'CONTINUES NORTH.  TURN LEFT AND GO WEST ALONG STATE HIGHWAY M-89 FOR
 AA3846'3.8 MI (6.1 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS
 AA3846'48.0 FT (14.6 M) NORTH FROM CENTER OF STATE HIGHWAY M-89, 146.0 FT
 AA3846'(44.5 M) WEST FROM CENTER OF DRIVEWAY TO EAST, AND 174.0 FT (53.0 M)
 AA3846'EASTERLY FROM UTILITY POLE. THERE IS NO WITNESS POST SET AT REQUEST OF
 AA3846'ADJACENT PROPERTY OWNER, J. AND M. MERICA. NOTE - STATION IS ON STATE
 AA3846'HIGHWAY M-89 RIGHT-OF-WAY, ADJACENT TO PROPERTY OWNED, OCCUPIED AND
 AA3846'CARED FOR BY JOSEPH AND DOROTHY MERICA, OF 5855 M-89, RICHLAND, MI,
 AA3846'PHONE NO 616-629-4455.  CONTACT ABOVE OWNERS BEFORE USING POINT AND
 AA3846'KEEP VEHICLE ON HIGHWAY SHOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3847 ***********************************************************************
 AA3847  DESIGNATION -  39201
 AA3847  PID         -  AA3847
 AA3847  STATE/COUNTY-  MI/KALAMAZOO
 AA3847  USGS QUAD   -  KALAMAZOO NE (1979)
 AA3847
 AA3847                         *CURRENT SURVEY CONTROL
 AA3847  ___________________________________________________________________
 AA3847* NAD 83(1994)-  42 24 11.81177(N)    085 30 21.60264(W)     ADJUSTED  
 AA3847* NAVD 88     -       271.5    (meters)     891.     (feet)  GPS OBS   
 AA3847  ___________________________________________________________________
 AA3847  X           -     369,605.645 (meters)                     COMP
 AA3847  Y           -  -4,702,581.682 (meters)                     COMP
 AA3847  Z           -   4,278,948.228 (meters)                     COMP
 AA3847  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 AA3847  ELLIP HEIGHT-         238.36  (meters)          (07/17/02) GPS OBS
 AA3847  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AA3847
 AA3847  HORZ ORDER  -  FIRST
 AA3847  ELLP ORDER  -  FOURTH    CLASS I
 AA3847
 AA3847.The horizontal coordinates were established by GPS observations
 AA3847.and adjusted by the National Geodetic Survey in February 1997..
 AA3847
 AA3847.The orthometric height was determined by GPS observations and a
 AA3847.high-resolution geoid model.
 AA3847
 AA3847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3847
 AA3847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3847
 AA3847.The ellipsoidal height was determined by GPS observations
 AA3847.and is referenced to NAD 83.
 AA3847
 AA3847.The geoid height was determined by GEOID03.
 AA3847
 AA3847;                    North         East     Units Scale Factor Converg.
 AA3847;SPC MI S     -   100,969.020 3,906,211.968   MT  0.99994200   -0 46 31.3
 AA3847;SPC MI S     -   331,263.19 12,815,656.06   iFT  0.99994200   -0 46 31.3
 AA3847;UTM  16      - 4,695,634.691   622,946.442   MT  0.99978598   +1 00 27.3
 AA3847
 AA3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3847!SPC MI S     -   0.99996262  x   0.99994200  =   0.99990462
 AA3847!UTM  16      -   0.99996262  x   0.99978598  =   0.99974861
 AA3847
 AA3847                          SUPERSEDED SURVEY CONTROL
 AA3847
 AA3847  NAD 83(1994)-  42 24 11.81187(N)    085 30 21.61613(W) AD(       ) 1
 AA3847
 AA3847.Superseded values are not recommended for survey control.
 AA3847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3847.See file dsdata.txt to determine how the superseded data were derived.
 AA3847
 AA3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2294695635(NAD 83)
 AA3847_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3847_STAMPING: 39201 1992
 AA3847_MARK LOGO: MIDT  
 AA3847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3847
 AA3847  HISTORY     - Date     Condition        Report By
 AA3847  HISTORY     - 1992     MONUMENTED       MIDT
 AA3847
 AA3847                          STATION DESCRIPTION
 AA3847
 AA3847'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3847'THE STATION IS LOCATED IN QUAD 420852 ON THE KALAMAZOO NE QUADRANGLE.
 AA3847'STATION IS IN THE NORTHWEST 1/4 SECTION 8, T-1-S, R-10-W, RICHLAND
 AA3847'TOWNSHIP.  ABOUT 3.2 MI (5.1 KM) NORTHWEST OF RICHLAND, ABOUT 7.4 MI
 AA3847'(11.9 KM) SOUTHEAST OF PLAINWELL, AND ABOUT 10.0 MI (16.1 KM)
 AA3847'NORTHEAST OF THE COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE STATION
 AA3847'FROM THE JUNCTION OF STATE HIGHWAYS M-89 AND M-43, IN THE CENTER OF
 AA3847'THE VILLAGE OF RICHLAND, GO NORTH ALONG STATE HIGHWAYS M-89 AND M-43
 AA3847'FOR 1.0 MI (1.6 KM) TO WHERE HIGHWAY M-89 GOES WEST AND  HIGHWAY M-43
 AA3847'CONTINUES NORTH. TURN LEFT AND GO WEST ALONG STATE HIGHWAY M-89 FOR
 AA3847'2.9 MI (4.7 KM) TO THE STATION ON THE LEFT, AS DESCRIBED. STATION IS
 AA3847'48.0 FT (14.6 M) SOUTH FROM CENTER OF STATE HIGHWAY M-89, 12.0 FT (3.7
 AA3847'M) SOUTH FROM CENTER OF DITCH, 45.5 FT (13.9 M) SOUTHWEST FROM
 AA3847'SOUTHERLY POST FOR 27TH STREET SIGN, AND 1.5 FT (0.5 M) NORTH FROM
 AA3847'METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3848 ***********************************************************************
 AA3848  DESIGNATION -  39202
 AA3848  PID         -  AA3848
 AA3848  STATE/COUNTY-  MI/KALAMAZOO
 AA3848  USGS QUAD   -  DELTON (1985)
 AA3848
 AA3848                         *CURRENT SURVEY CONTROL
 AA3848  ___________________________________________________________________
 AA3848* NAD 83(1994)-  42 22 30.84039(N)    085 26 09.78440(W)     ADJUSTED  
 AA3848* NAVD 88     -       276.2    (meters)     906.     (feet)  GPS OBS   
 AA3848  ___________________________________________________________________
 AA3848  X           -     375,513.922 (meters)                     COMP
 AA3848  Y           -  -4,704,224.173 (meters)                     COMP
 AA3848  Z           -   4,276,650.179 (meters)                     COMP
 AA3848  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AA3848  ELLIP HEIGHT-         243.00  (meters)          (07/17/02) GPS OBS
 AA3848  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AA3848
 AA3848  HORZ ORDER  -  FIRST
 AA3848  ELLP ORDER  -  FOURTH    CLASS I
 AA3848
 AA3848.The horizontal coordinates were established by GPS observations
 AA3848.and adjusted by the National Geodetic Survey in February 1997..
 AA3848
 AA3848.The orthometric height was determined by GPS observations and a
 AA3848.high-resolution geoid model.
 AA3848
 AA3848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3848
 AA3848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3848
 AA3848.The ellipsoidal height was determined by GPS observations
 AA3848.and is referenced to NAD 83.
 AA3848
 AA3848.The geoid height was determined by GEOID03.
 AA3848
 AA3848;                    North         East     Units Scale Factor Converg.
 AA3848;SPC MI S     -    97,778.364 3,911,930.203   MT  0.99994621   -0 43 39.9
 AA3848;SPC MI S     -   320,795.16 12,834,416.68   iFT  0.99994621   -0 43 39.9
 AA3848;UTM  16      - 4,692,623.893   628,760.288   MT  0.99980399   +1 03 15.2
 AA3848
 AA3848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3848!SPC MI S     -   0.99996189  x   0.99994621  =   0.99990810
 AA3848!UTM  16      -   0.99996189  x   0.99980399  =   0.99976589
 AA3848
 AA3848                          SUPERSEDED SURVEY CONTROL
 AA3848
 AA3848  NAD 83(1994)-  42 22 30.84049(N)    085 26 09.79789(W) AD(       ) 1
 AA3848
 AA3848.Superseded values are not recommended for survey control.
 AA3848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3848.See file dsdata.txt to determine how the superseded data were derived.
 AA3848
 AA3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2876092624(NAD 83)
 AA3848_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3848_STAMPING: 39202 1992
 AA3848_MARK LOGO: MIDT  
 AA3848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3848+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3848
 AA3848  HISTORY     - Date     Condition        Report By
 AA3848  HISTORY     - 1992     MONUMENTED       MIDT
 AA3848
 AA3848                          STATION DESCRIPTION
 AA3848
 AA3848'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3848'STATION IS LOCATED IN QUAD 420852, ON THE DELTON QUADRANGLE MAP. IT IS
 AA3848'IN THE SOUTHEAST 1/4 SECTION 23, T-1-S, R-10-W, RICHLAND TOWNSHIP.
 AA3848'ABOUT 1.0 MI (1.6 KM) EAST OF RICHLAND, ABOUT 6.0 MI (9.7 KM)
 AA3848'NORTHERLY OF GALESBURG AND ABOUT 10.5 MI (16.9 KM) NORTHEAST OF THE
 AA3848'COUNTY COURTHOUSE IN KALAMAZOO. TO REACH THE STATION FROM THE
 AA3848'INTERSECTION OF STATE HIGHWAYS M-89 AND M-43, IN THE CENTER OF THE
 AA3848'VILLAGE OF RICHLAND, GO EAST ALONG STATE HIGHWAY M-89 FOR 1.0 MI (1.6
 AA3848'KM) TO THE STATION ON THE RIGHT, AS DESCRIBED. STATION IS 38.0 FT
 AA3848'(11.6 M) SOUTH FROM CENTER OF STATE HIGHWAY M-89, 104.0 FT (31.7 M)
 AA3848'NORTHWESTERLY FROM A JUNIPER TREE, 186.0 FT (56.7 M) WEST FROM CENTER
 AA3848'OF 34TH STREET AND 2 FT (0.6 M) NORTH FROM METAL WITNESS POST WITH
 AA3848'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3849 ***********************************************************************
 AA3849  DESIGNATION -  39203
 AA3849  PID         -  AA3849
 AA3849  STATE/COUNTY-  MI/KALAMAZOO
 AA3849  USGS QUAD   -  GALESBURG (1985)
 AA3849
 AA3849                         *CURRENT SURVEY CONTROL
 AA3849  ___________________________________________________________________
 AA3849* NAD 83(1994)-  42 22 24.79632(N)    085 24 38.87765(W)     ADJUSTED  
 AA3849* NAVD 88     -       273.1    (meters)     896.     (feet)  GPS OBS   
 AA3849  ___________________________________________________________________
 AA3849  X           -     377,597.042 (meters)                     COMP
 AA3849  Y           -  -4,704,181.190 (meters)                     COMP
 AA3849  Z           -   4,276,510.277 (meters)                     COMP
 AA3849  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AA3849  ELLIP HEIGHT-         239.85  (meters)          (07/17/02) GPS OBS
 AA3849  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AA3849
 AA3849  HORZ ORDER  -  FIRST
 AA3849  ELLP ORDER  -  FOURTH    CLASS I
 AA3849
 AA3849.The horizontal coordinates were established by GPS observations
 AA3849.and adjusted by the National Geodetic Survey in February 1997..
 AA3849
 AA3849.The orthometric height was determined by GPS observations and a
 AA3849.high-resolution geoid model.
 AA3849
 AA3849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3849
 AA3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3849
 AA3849.The ellipsoidal height was determined by GPS observations
 AA3849.and is referenced to NAD 83.
 AA3849
 AA3849.The geoid height was determined by GEOID03.
 AA3849
 AA3849;                    North         East     Units Scale Factor Converg.
 AA3849;SPC MI S     -    97,565.792 3,914,007.415   MT  0.99994646   -0 42 38.0
 AA3849;SPC MI S     -   320,097.74 12,841,231.68   iFT  0.99994646   -0 42 38.0
 AA3849;UTM  16      - 4,692,476.033   630,842.816   MT  0.99981064   +1 04 16.4
 AA3849
 AA3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3849!SPC MI S     -   0.99996238  x   0.99994646  =   0.99990885
 AA3849!UTM  16      -   0.99996238  x   0.99981064  =   0.99977303
 AA3849
 AA3849                          SUPERSEDED SURVEY CONTROL
 AA3849
 AA3849  NAD 83(1994)-  42 22 24.79643(N)    085 24 38.89115(W) AD(       ) 1
 AA3849
 AA3849.Superseded values are not recommended for survey control.
 AA3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3849.See file dsdata.txt to determine how the superseded data were derived.
 AA3849
 AA3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3084392476(NAD 83)
 AA3849_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3849_STAMPING: 39203 1992
 AA3849_MARK LOGO: MIDT  
 AA3849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3849+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA3849
 AA3849  HISTORY     - Date     Condition        Report By
 AA3849  HISTORY     - 1992     MONUMENTED       MIDT
 AA3849
 AA3849                          STATION DESCRIPTION
 AA3849
 AA3849'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3849'THE STATION IS LOCATED IN QUAD 420852 ON THE GALESBURG QUADRANGLE. IT
 AA3849'IS IN NORTHWEST 1/4 SECTION 19, T-1-S, R-9-W, ROSS TOWNSHIP.  ABOUT
 AA3849'4.3 MI (6.9 KM) EAST-SOUTHEAST OF RICHLAND, AND ABOUT 5.6 MI (9.0 KM)
 AA3849'NORTH OF GALESBURG AND ABOUT 3.8 MI (6.1 KM) NORTHWEST OF AUGUSTA. TO
 AA3849'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-89 AND M-43,
 AA3849'IN THE CENTER OF THE VILLAGE OF RICHLAND, GO EAST ALONG STATE HIGHWAY
 AA3849'M-89 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 AA3849'STATION IS 32.0 FT (9.8 M) NORTH FROM THE CENTER OF STATE HIGHWAY
 AA3849'M-89, 48.5 FT (14.8 M) SOUTH FROM AN OLD FARM FENCE, 118.0 FT (36.0 M)
 AA3849'WEST OF WESTERLY GUARD RAIL POST, 5.0 FT (1.5 M) NORTH FROM CENTER OF
 AA3849'DITCH AND 2.0 FT (0.6 M) SOUTH FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9152 ***********************************************************************
 DG9152  DESIGNATION -  39400
 DG9152  PID         -  DG9152
 DG9152  STATE/COUNTY-  MI/KALAMAZOO
 DG9152  USGS QUAD   -  PORTAGE (1979)
 DG9152
 DG9152                         *CURRENT SURVEY CONTROL
 DG9152  ___________________________________________________________________
 DG9152* NAD 83(1986)-  42 12 57.     (N)    085 32 44.     (W)     SCALED    
 DG9152* NAVD 88     -       264.808  (meters)     868.79   (feet)  ADJUSTED  
 DG9152  ___________________________________________________________________
 DG9152  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DG9152  DYNAMIC HT  -         264.725 (meters)     868.52  (feet)  COMP
 DG9152  MODELED GRAV-     980,300.1   (mgal)                       NAVD 88
 DG9152
 DG9152  VERT ORDER  -  FIRST     CLASS II
 DG9152
 DG9152.The horizontal coordinates were scaled from a topographic map and have
 DG9152.an estimated accuracy of +/- 6 seconds.
 DG9152
 DG9152.The orthometric height was determined by differential leveling
 DG9152.and adjusted by the National Geodetic Survey in March 2005..
 DG9152.No vertical observational check was made to the station.
 DG9152
 DG9152.The geoid height was determined by GEOID03.
 DG9152
 DG9152.The dynamic height is computed by dividing the NAVD 88
 DG9152.geopotential number by the normal gravity value computed on the
 DG9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9152.degrees latitude (g = 980.6199 gals.).
 DG9152
 DG9152.The modeled gravity was interpolated from observed gravity values.
 DG9152
 DG9152;                    North         East    Units  Estimated Accuracy
 DG9152;SPC MI S     -    80,200.    3,902,670.      MT  (+/- 180 meters Scaled)
 DG9152
 DG9152                          SUPERSEDED SURVEY CONTROL
 DG9152
 DG9152.No superseded survey control is available for this station.
 DG9152
 DG9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM200747(NAD 83)
 DG9152_MARKER: DD = SURVEY DISK
 DG9152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9152_STAMPING: 39400 2001
 DG9152_MARK LOGO: MIDT  
 DG9152_PROJECTION: PROJECTING 8 CENTIMETERS
 DG9152_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9152+STABILITY: SURFACE MOTION
 DG9152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9152+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2001
 DG9152
 DG9152  HISTORY     - Date     Condition        Report By
 DG9152  HISTORY     - 20010601 MONUMENTED       MIDT
 DG9152
 DG9152                          STATION DESCRIPTION
 DG9152
 DG9152'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 DG9152'STATION IS LOCATED IN THE SOUTHEAST PART OF KALAMAZOO ABOUT A  MILE
 DG9152'SOUTH OF THE AIRPORT.  IT IS IN THE SOUTHWEST PART OF SECTION  12,
 DG9152'T-3-S, R-11-W AND IN PORTAGE TOWNSHIP ALONG ROAD RIGHT-OF-WAY
 DG9152'PROPERTY.
 DG9152' 
 DG9152'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE  HIGHWAY 94
 DG9152'AND SPRINKLE AVENUE AT THE EAST SIDE OF KALAMAZOO, GO  SOUTH  AND
 DG9152'SOUTHWEST ON SPRINKLE AVENUE FOR 3.20 MILES TO A  CROSSROAD, ROMENCE
 DG9152'RD.  TURN RIGHT AND WEST ON ROMENCE RD FOR  0.27 MILE TO A RAILROAD
 DG9152'CROSSING AND THE STATION SET JUST WEST OF  THE TRACKS AS DESCRIBED.
 DG9152' 
 DG9152'STATION IS A STANDARD MIDT SURVEY DISK, ALUMUNIUM, SET INTO THE  TOP
 DG9152'OF A 12-INCH CYCLINDRICAL CONCRETE MONUMENT PROJECTING 3.0  INCHES
 DG9152'ABOUT THE GROUND SURFACE.  IT IS 48.8 FEET WEST OF THE NEAR  RAIL OF
 DG9152'THE RAILROAD TRACKS, 36.6 FEET NORTH OF THE CENTERLINE OF  ROMENCE
 DG9152'RD., 7.0 FEET EAST OF A UTILITY POLE JUST INSIDE THE FENCED  IN AREA,
 DG9152'2.8 FEET NORTH OF A CHAINLINK FENCE CORENER AND 1.0 FEET  EAST OF THE
 DG9152'CHAINLINK FENCE AND A CARSONITE WITNESS POST.
 DG9152' 
 DG9152'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0065 ***********************************************************************
 NF0065  DESIGNATION -  4
 NF0065  PID         -  NF0065
 NF0065  STATE/COUNTY-  MI/INGHAM
 NF0065  USGS QUAD   -  EAST LANSING (1970)
 NF0065
 NF0065                         *CURRENT SURVEY CONTROL
 NF0065  ___________________________________________________________________
 NF0065* NAD 83(1986)-  42 43 58.     (N)    084 28 44.     (W)     SCALED    
 NF0065* NAVD 88     -       256.720  (meters)     842.26   (feet)  ADJUSTED  
 NF0065  ___________________________________________________________________
 NF0065  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0065  DYNAMIC HT  -         256.649 (meters)     842.02  (feet)  COMP
 NF0065  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NF0065
 NF0065  VERT ORDER  -  SECOND    CLASS 0
 NF0065
 NF0065.The horizontal coordinates were scaled from a topographic map and have
 NF0065.an estimated accuracy of +/- 6 seconds.
 NF0065
 NF0065.The orthometric height was determined by differential leveling
 NF0065.and adjusted by the National Geodetic Survey in June 1991..
 NF0065
 NF0065.The geoid height was determined by GEOID03.
 NF0065
 NF0065.The dynamic height is computed by dividing the NAVD 88
 NF0065.geopotential number by the normal gravity value computed on the
 NF0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0065.degrees latitude (g = 980.6199 gals.).
 NF0065
 NF0065.The modeled gravity was interpolated from observed gravity values.
 NF0065
 NF0065;                    North         East    Units  Estimated Accuracy
 NF0065;SPC MI S     -   136,940.    3,990,810.      MT  (+/- 180 meters Scaled)
 NF0065
 NF0065                          SUPERSEDED SURVEY CONTROL
 NF0065
 NF0065  NGVD 29 (??/??/92)  256.849  (m)          842.68   (f) ADJ UNCH    2 0
 NF0065
 NF0065.Superseded values are not recommended for survey control.
 NF0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0065.See file dsdata.txt to determine how the superseded data were derived.
 NF0065
 NF0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN063342(NAD 83)
 NF0065_MARKER: B = BOLT
 NF0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0065+STABILITY: SURFACE MOTION
 NF0065
 NF0065  HISTORY     - Date     Condition        Report By
 NF0065  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0065  HISTORY     - 1934     GOOD             NGS
 NF0065  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0065
 NF0065                          STATION DESCRIPTION
 NF0065
 NF0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0065'AT EAST LANSING.
 NF0065'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0065'CAMPUS, IN FRONT OF TAFTS RESIDENCE, 75 YARDS SOUTH OF UNION
 NF0065'BUILDING, 49 YARDS SOUTH OF THE GRANITE MEMORIAL CALLED HALF
 NF0065'WAY ROCK, 35.4 FEET SOUTH OF THE SOUTH CURB OF COLLEGE DRIVE,
 NF0065'AND 34 FEET SOUTHEAST OF A LARGE BOX ELM TREE.  AN IRON BOLT,
 NF0065'SET IN THE TOP OF A CONCRETE POST.
 NF0065
 NF0065                          STATION RECOVERY (1978)
 NF0065
 NF0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1021 ***********************************************************************
 AI1021  DESIGNATION -  4
 AI1021  PID         -  AI1021
 AI1021  STATE/COUNTY-  MI/CHARLEVOIX
 AI1021  USGS QUAD   -  
 AI1021
 AI1021                         *CURRENT SURVEY CONTROL
 AI1021  ___________________________________________________________________
 AI1021* NAD 83(1994)-  45 19 05.81773(N)    085 14 36.49779(W)     ADJUSTED  
 AI1021* NAVD 88     -       180.6    (meters)     593.     (feet)  GPS OBS   
 AI1021  ___________________________________________________________________
 AI1021  X           -     372,535.267 (meters)                     COMP
 AI1021  Y           -  -4,477,139.527 (meters)                     COMP
 AI1021  Z           -   4,512,394.228 (meters)                     COMP
 AI1021  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AI1021  ELLIP HEIGHT-         145.45  (meters)          (07/12/02) GPS OBS
 AI1021  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 AI1021
 AI1021  HORZ ORDER  -  FIRST
 AI1021  ELLP ORDER  -  FOURTH    CLASS I
 AI1021
 AI1021.The horizontal coordinates were established by GPS observations
 AI1021.and adjusted by the National Geodetic Survey in August 1999..
 AI1021
 AI1021.The orthometric height was determined by GPS observations and a
 AI1021.high-resolution geoid model.
 AI1021
 AI1021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1021
 AI1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1021
 AI1021.The ellipsoidal height was determined by GPS observations
 AI1021.and is referenced to NAD 83.
 AI1021
 AI1021.The geoid height was determined by GEOID03.
 AI1021
 AI1021;                    North         East     Units Scale Factor Converg.
 AI1021;SPC MI C     -   222,792.946 5,931,256.399   MT  0.99993409   -0 37 09.8
 AI1021;SPC MI C     -   730,947.99 19,459,502.62   iFT  0.99993409   -0 37 09.8
 AI1021;UTM  16      - 5,019,809.291   637,672.482   MT  0.99983304   +1 14 56.9
 AI1021
 AI1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1021!SPC MI C     -   0.99997720  x   0.99993409  =   0.99991129
 AI1021!UTM  16      -   0.99997720  x   0.99983304  =   0.99981024
 AI1021
 AI1021                          SUPERSEDED SURVEY CONTROL
 AI1021
 AI1021  ELLIP H (08/16/99)  145.45   (m)                       GP(       ) 3 2
 AI1021
 AI1021.Superseded values are not recommended for survey control.
 AI1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1021.See file dsdata.txt to determine how the superseded data were derived.
 AI1021
 AI1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3767219809(NAD 83)
 AI1021_MARKER: DD = SURVEY DISK
 AI1021_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1021_STAMPING: 4-1998
 AI1021_MARK LOGO: WADTRI
 AI1021_PROJECTION: RECESSED 10 CENTIMETERS
 AI1021_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1021+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1021_ROD/PIPE-DEPTH: 10   meters
 AI1021_SLEEVE-DEPTH  : 10 meters
 AI1021
 AI1021  HISTORY     - Date     Condition        Report By
 AI1021  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1021
 AI1021                          STATION DESCRIPTION
 AI1021
 AI1021'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1021'DESCRIBED BY WADE-TRIM INC. FROM DRAWBRIDGE IN CHARLEVOIX, GO NORTH ON
 AI1021'31, .65 MILE (1.05 KM) TO MEECH ST., THEN SOUTH .2O MILES TO CORNER OF
 AI1021'MEECH AND CHICAGO AVE., THEN SOUTHEASTERLY ON CHICAGO AVE. FOR .30
 AI1021'MLES TO STATION ON LEFT, NORTH 37.65 FT FROM CENTERLINE OF CHICAGO
 AI1021'AVE. 116.30FT SW FROM SW CORNER OF RR DEPOT BLDG, 116.30 FT NE OF FACE
 AI1021'PP ON SOUTH SIDE CHICAGO 62.70 FT NORTH OF FACE OF HYDRANT, 74.60 FT
 AI1021'NW OF FACE PP ON SOUTH SIDE OF CHICAGO AVE. ALUM ROD WITH ALUM DISK
 AI1021'DRIVEN TO POINT OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6838 ***********************************************************************
 AA6838  DESIGNATION -  4 1
 AA6838  PID         -  AA6838
 AA6838  STATE/COUNTY-  MI/WAYNE
 AA6838  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6838
 AA6838                         *CURRENT SURVEY CONTROL
 AA6838  ___________________________________________________________________
 AA6838* NAD 83(1994)-  42 26 41.25055(N)    083 06 58.68239(W)     ADJUSTED  
 AA6838* NAVD 88     -       193.5    (meters)     635.     (feet)  GPS OBS   
 AA6838  ___________________________________________________________________
 AA6838  X           -     564,983.432 (meters)                     COMP
 AA6838  Y           -  -4,679,934.692 (meters)                     COMP
 AA6838  Z           -   4,282,298.812 (meters)                     COMP
 AA6838  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 AA6838  ELLIP HEIGHT-         159.36  (meters)          (07/12/02) GPS OBS
 AA6838  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AA6838
 AA6838  HORZ ORDER  -  FIRST
 AA6838  ELLP ORDER  -  FOURTH    CLASS I
 AA6838
 AA6838.The horizontal coordinates were established by GPS observations
 AA6838.and adjusted by the National Geodetic Survey in February 1997..
 AA6838
 AA6838.The orthometric height was determined by GPS observations and a
 AA6838.high-resolution geoid model.
 AA6838
 AA6838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6838
 AA6838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6838
 AA6838.The ellipsoidal height was determined by GPS observations
 AA6838.and is referenced to NAD 83.
 AA6838
 AA6838.The geoid height was determined by GEOID03.
 AA6838
 AA6838;                    North         East     Units Scale Factor Converg.
 AA6838;SPC MI S     -   105,709.023 4,102,858.876   MT  0.99993622   +0 51 03.3
 AA6838;SPC MI S     -   346,814.38 13,460,823.08   iFT  0.99993622   +0 51 03.3
 AA6838;UTM  17      - 4,701,332.652   325,955.271   MT  0.99997271   -1 25 43.0
 AA6838
 AA6838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6838!SPC MI S     -   0.99997501  x   0.99993622  =   0.99991123
 AA6838!UTM  17      -   0.99997501  x   0.99997271  =   0.99994772
 AA6838
 AA6838:                Primary Azimuth Mark                     Grid Az
 AA6838:SPC MI S     -  4 2                                      176 37 39.2
 AA6838:UTM  17      -  4 2                                      178 54 25.5
 AA6838
 AA6838|---------------------------------------------------------------------|
 AA6838| PID    Reference Object                     Distance      Geod. Az  |
 AA6838|                                                           dddmmss.s |
 AA6838| AA6839 4 2                                 APPROX. 0.6 KM 1772842.5 |
 AA6838|---------------------------------------------------------------------|
 AA6838
 AA6838                          SUPERSEDED SURVEY CONTROL
 AA6838
 AA6838  ELLIP H (02/03/97)  159.40   (m)                       GP(       ) 4 1
 AA6838  NAD 83(1986)-  42 26 41.25486(N)    083 06 58.71404(W) AD(       ) 1
 AA6838
 AA6838.Superseded values are not recommended for survey control.
 AA6838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6838.See file dsdata.txt to determine how the superseded data were derived.
 AA6838
 AA6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2595501333(NAD 83)
 AA6838_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6838_STAMPING: 4-1 1994
 AA6838_MARK LOGO: MI-163
 AA6838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6838+STABILITY: SURFACE MOTION
 AA6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6838+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6838
 AA6838  HISTORY     - Date     Condition        Report By
 AA6838  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6838
 AA6838                          STATION DESCRIPTION
 AA6838
 AA6838'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6838'STATION IS LOCATED NORTH OF HIGHLAND PARK, MICHIGAN IN THE MICHIGAN
 AA6838'STATE FAIRGROUNDS. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75
 AA6838'AND EIGHT MILE ROAD (EXIT 59) PROCEED WEST 1.55 MILESON EIGHT MILE
 AA6838'ROAD TO WOODWARD (M-1) ,  THENCE GO SOUTH ON WOODWARD 0.4 MILESTO THE
 AA6838'STATE FAIRGROUNDS ENTRANCE,  THENCE GO EAST INTO THE FAIRGROUNDS ON
 AA6838'GREAT LAKES BOULEVARD 0.25 MILESTO BLUE RIBBON BOULEVARD, THENCE GO
 AA6838'NORTH ON BLUE RIBBON 0.15 MILESTO THE STATION ON THE LEFT DIRECTLY
 AA6838'WEST OF THE HORSE ARENA. THE STATION IS A BRASS "WAYNE COUNTY REMON"
 AA6838'CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH
 AA6838'WITH THE GROUND. THE WEST EDGE OF BLUE RIBBON IS N 90 E, 8.92 FEET,  A
 AA6838'POLE IS S 45 E, 62.10 FEET, A CONCRETE WALL IS N 90 W, 7.5 FEET,  A
 AA6838'WATER VALVE IS N 5 W, 25.82 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0295 ***********************************************************************
 NE0295  DESIGNATION -  4 1/2
 NE0295  PID         -  NE0295
 NE0295  STATE/COUNTY-  MI/MACOMB
 NE0295  USGS QUAD   -  RICHMOND (1991)
 NE0295
 NE0295                         *CURRENT SURVEY CONTROL
 NE0295  ___________________________________________________________________
 NE0295* NAD 83(1986)-  42 49 37.     (N)    082 49 39.     (W)     SCALED    
 NE0295* NAVD 88     -       216.96   (+/-2cm)     711.8    (feet)  VERTCON   
 NE0295  ___________________________________________________________________
 NE0295  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0295
 NE0295  VERT ORDER  -  ? (See Below)
 NE0295
 NE0295.The horizontal coordinates were scaled from a topographic map and have
 NE0295.an estimated accuracy of +/- 6 seconds.
 NE0295
 NE0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0295.The vertical order pertains to the NGVD 29 superseded value.
 NE0295
 NE0295.The geoid height was determined by GEOID03.
 NE0295
 NE0295;                    North         East    Units  Estimated Accuracy
 NE0295;SPC MI S     -   148,540.    4,125,840.      MT  (+/- 180 meters Scaled)
 NE0295
 NE0295                          SUPERSEDED SURVEY CONTROL
 NE0295
 NE0295  NGVD 29 (??/??/92)  217.090  (m)          712.24   (f) ADJ UNCH    ?  
 NE0295
 NE0295.Superseded values are not recommended for survey control.
 NE0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0295.See file dsdata.txt to determine how the superseded data were derived.
 NE0295
 NE0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH506432(NAD 83)
 NE0295_MARKER: DD = SURVEY DISK
 NE0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0295_STAMPING: BM NO 4 1/2
 NE0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0295+STABILITY: SURFACE MOTION
 NE0295
 NE0295  HISTORY     - Date     Condition        Report By
 NE0295  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0295  HISTORY     - 1934     GOOD             NGS
 NE0295  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0295
 NE0295                          STATION DESCRIPTION
 NE0295
 NE0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0295'3 MI E FROM ARMADA.
 NE0295'3.0 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0295'STATION AT ARMADA, MACOMB COUNTY, AT A PRIVATE-ROAD CROSSING,
 NE0295'56 FEET SOUTH OF THE SOUTH RAIL, 24 FEET NORTH OF THE SOUTH
 NE0295'RIGHT-OF-WAY FENCE, 4 FEET NORTHEAST OF A GATEPOST, AND ABOUT
 NE0295'3 FEET LOWER THAN THE TOP OF THE RAIL.  A 1 1/2-INCH BRONZE
 NE0295'DISK, STAMPED B.M. NO. 4 1/2 AND SET IN THE TOP OF A CONCRETE
 NE0295'POST.
 NE0295
 NE0295                          STATION RECOVERY (1988)
 NE0295
 NE0295'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6839 ***********************************************************************
 AA6839  DESIGNATION -  4 2
 AA6839  PID         -  AA6839
 AA6839  STATE/COUNTY-  MI/WAYNE
 AA6839  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6839
 AA6839                         *CURRENT SURVEY CONTROL
 AA6839  ___________________________________________________________________
 AA6839* NAD 83(1994)-  42 26 23.02242(N)    083 06 57.59866(W)     ADJUSTED  
 AA6839* NAVD 88     -       194.2    (meters)     637.     (feet)  GPS OBS   
 AA6839  ___________________________________________________________________
 AA6839  X           -     565,053.576 (meters)                     COMP
 AA6839  Y           -  -4,680,309.061 (meters)                     COMP
 AA6839  Z           -   4,281,884.197 (meters)                     COMP
 AA6839  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 AA6839  ELLIP HEIGHT-         160.04  (meters)          (07/12/02) GPS OBS
 AA6839  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 AA6839
 AA6839  HORZ ORDER  -  FIRST
 AA6839  ELLP ORDER  -  FOURTH    CLASS I
 AA6839
 AA6839.The horizontal coordinates were established by GPS observations
 AA6839.and adjusted by the National Geodetic Survey in February 1997..
 AA6839
 AA6839.The orthometric height was determined by GPS observations and a
 AA6839.high-resolution geoid model.
 AA6839
 AA6839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6839
 AA6839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6839
 AA6839.The ellipsoidal height was determined by GPS observations
 AA6839.and is referenced to NAD 83.
 AA6839
 AA6839.The geoid height was determined by GEOID03.
 AA6839
 AA6839;                    North         East     Units Scale Factor Converg.
 AA6839;SPC MI S     -   105,147.039 4,102,891.993   MT  0.99993689   +0 51 04.0
 AA6839;SPC MI S     -   344,970.60 13,460,931.74   iFT  0.99993689   +0 51 04.0
 AA6839;UTM  17      - 4,700,769.776   325,966.010   MT  0.99997266   -1 25 41.8
 AA6839
 AA6839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6839!SPC MI S     -   0.99997490  x   0.99993689  =   0.99991179
 AA6839!UTM  17      -   0.99997490  x   0.99997266  =   0.99994756
 AA6839
 AA6839:                Primary Azimuth Mark                     Grid Az
 AA6839:SPC MI S     -  4 1                                      356 37 39.3
 AA6839:UTM  17      -  4 1                                      358 54 25.1
 AA6839
 AA6839|---------------------------------------------------------------------|
 AA6839| PID    Reference Object                     Distance      Geod. Az  |
 AA6839|                                                           dddmmss.s |
 AA6839| AA6838 4 1                                 APPROX. 0.6 KM 3572843.3 |
 AA6839|---------------------------------------------------------------------|
 AA6839
 AA6839                          SUPERSEDED SURVEY CONTROL
 AA6839
 AA6839  ELLIP H (02/03/97)  160.07   (m)                       GP(       ) 4 1
 AA6839  NAD 83(1986)-  42 26 23.02678(N)    083 06 57.63019(W) AD(       ) 1
 AA6839
 AA6839.Superseded values are not recommended for survey control.
 AA6839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6839.See file dsdata.txt to determine how the superseded data were derived.
 AA6839
 AA6839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2596600770(NAD 83)
 AA6839_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6839_STAMPING: 4-2 1994
 AA6839_MARK LOGO: MI-163
 AA6839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6839+STABILITY: SURFACE MOTION
 AA6839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6839+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6839
 AA6839  HISTORY     - Date     Condition        Report By
 AA6839  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6839
 AA6839                          STATION DESCRIPTION
 AA6839
 AA6839'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6839'STATION IS LOCATED NORTH OF HIGHLAND PARK, MICHIGAN IN THE MICHIGAN
 AA6839'STATE FAIRGROUNDS. TO REACH FROM THE INTERSECTION OF INTERSTATE I-75
 AA6839'AND EIGHT MILE ROAD (EXIT 59) PROCEED WEST 1.55 MILESON EIGHT MILE
 AA6839'ROAD TO WOODWARD (M-1) ,  THENCE GO SOUTH ON WOODWARD 0.4 MILESTO THE
 AA6839'STATE FAIRGROUNDS ENTRANCE,  THENCE GO EAST INTO THE FAIRGROUNDS ON
 AA6839'GREAT LAKES BOULEVARD 0.25 MILESTO BLUE RIBBON BOULEVARD, THENCE GO
 AA6839'SOUTH ON BLUE RIBBON 0.2 MILESTO MOTOR CITY AVENUE AND THE STATION ON
 AA6839'THE SOUTH SIDE OF MOTOR CITY AVENUE JUST EAST OF BLUE RIBBON BOULEVARD
 AA6839'EXTENDED. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN THE
 AA6839'TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA6839'THE SOUTH EDGE OF MOTOR CITY AVENUE IS N 0 W, 13.00 FEET,  A POLE IS N
 AA6839'25 E, 13.93 FEET,  A 24 INCH ELM IS S 35 W, 102.33 FEET,  ANOTHER 24
 AA6839'INCH ELM IS N 80 E,  58.23 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6841 ***********************************************************************
 AA6841  DESIGNATION -  4 3
 AA6841  PID         -  AA6841
 AA6841  STATE/COUNTY-  MI/WAYNE
 AA6841  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6841
 AA6841                         *CURRENT SURVEY CONTROL
 AA6841  ___________________________________________________________________
 AA6841* NAD 83(1994)-  42 23 41.83627(N)    083 05 10.32151(W)     ADJUSTED  
 AA6841* NAVD 88     -       193.0    (meters)     633.     (feet)  GPS OBS   
 AA6841  ___________________________________________________________________
 AA6841  X           -     567,891.435 (meters)                     COMP
 AA6841  Y           -  -4,683,344.094 (meters)                     COMP
 AA6841  Z           -   4,278,211.518 (meters)                     COMP
 AA6841  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AA6841  ELLIP HEIGHT-         158.77  (meters)          (07/12/02) GPS OBS
 AA6841  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA6841
 AA6841  HORZ ORDER  -  FIRST
 AA6841  ELLP ORDER  -  FOURTH    CLASS I
 AA6841
 AA6841.The horizontal coordinates were established by GPS observations
 AA6841.and adjusted by the National Geodetic Survey in February 1997..
 AA6841
 AA6841.The orthometric height was determined by GPS observations and a
 AA6841.high-resolution geoid model.
 AA6841
 AA6841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6841
 AA6841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6841
 AA6841.The ellipsoidal height was determined by GPS observations
 AA6841.and is referenced to NAD 83.
 AA6841
 AA6841.The geoid height was determined by GEOID03.
 AA6841
 AA6841;                    North         East     Units Scale Factor Converg.
 AA6841;SPC MI S     -   100,211.214 4,105,419.011   MT  0.99994323   +0 52 17.0
 AA6841;SPC MI S     -   328,776.95 13,469,222.48   iFT  0.99994323   +0 52 17.0
 AA6841;UTM  17      - 4,695,737.233   328,294.831   MT  0.99996276   -1 24 25.0
 AA6841
 AA6841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6841!SPC MI S     -   0.99997510  x   0.99994323  =   0.99991833
 AA6841!UTM  17      -   0.99997510  x   0.99996276  =   0.99993786
 AA6841
 AA6841:                Primary Azimuth Mark                     Grid Az
 AA6841:SPC MI S     -  33 254A                                  150 48 48.8
 AA6841:UTM  17      -  33 254A                                  153 05 30.8
 AA6841
 AA6841|---------------------------------------------------------------------|
 AA6841| PID    Reference Object                     Distance      Geod. Az  |
 AA6841|                                                           dddmmss.s |
 AA6841| AA6837 33 254A                             433.673 METERS 1514105.8 |
 AA6841|---------------------------------------------------------------------|
 AA6841
 AA6841                          SUPERSEDED SURVEY CONTROL
 AA6841
 AA6841  ELLIP H (02/03/97)  158.81   (m)                       GP(       ) 4 1
 AA6841  NAD 83(1986)-  42 23 41.84068(N)    083 05 10.35289(W) AD(       ) 1
 AA6841
 AA6841.Superseded values are not recommended for survey control.
 AA6841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6841.See file dsdata.txt to determine how the superseded data were derived.
 AA6841
 AA6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2829595737(NAD 83)
 AA6841_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6841_STAMPING: 4-3 1994
 AA6841_MARK LOGO: MI-163
 AA6841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6841+STABILITY: SURFACE MOTION
 AA6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6841+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6841
 AA6841  HISTORY     - Date     Condition        Report By
 AA6841  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6841
 AA6841                          STATION DESCRIPTION
 AA6841
 AA6841'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6841'STATION IS LOCATED IN HAMTRAMCK, MICHIGAN ON JOHN R ROAD. TO REACH
 AA6841'FROM THE INTERSECTION OF M-1 (WOODWARD AVENUE) AND CALIFORNIA STREET,
 AA6841'PROCEED EAST 0.2 MILESON CALIFORNIA STREET TO JOHN R, THENCE SOUTHERLY
 AA6841'ON JOHN R 0.1 MILESTO THE STATION ON RIGHT JUST SOUTH OF AN ALLEY
 AA6841'BETWEEN THE SIDEWALK AND THE WEST CURB OF JOHN R. THE STATION IS A
 AA6841'BRASS "WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER
 AA6841'CONCRETE MONUMENT SET FLUSH WITH THE GROUND. THE WEST EDGE OF JOHN R
 AA6841'PAVEMENT IS N 90 E, 3.24 FEET,  THE EAST EDGE OF WALK IS N 90 W, 2.6
 AA6841'FEET,  A LIGHT POLE IS N 5 E, 5.31 FEET,  THE CENTERLINE OF A
 AA6841'CATCHBASIN IS S 45 E, 45.22 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0181 ***********************************************************************
 QJ0181  DESIGNATION -  4 GEU USGS
 QJ0181  PID         -  QJ0181
 QJ0181  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0181  USGS QUAD   -  ROGERS CITY (1971)
 QJ0181
 QJ0181                         *CURRENT SURVEY CONTROL
 QJ0181  ___________________________________________________________________
 QJ0181* NAD 83(1986)-  45 25 52.     (N)    083 50 23.     (W)     SCALED    
 QJ0181* NAVD 88     -       183.713  (meters)     602.73   (feet)  ADJUSTED  
 QJ0181  ___________________________________________________________________
 QJ0181  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 QJ0181  DYNAMIC HT  -         183.704 (meters)     602.70  (feet)  COMP
 QJ0181  MODELED GRAV-     980,562.5   (mgal)                       NAVD 88
 QJ0181
 QJ0181  VERT ORDER  -  FIRST     CLASS II
 QJ0181
 QJ0181.The horizontal coordinates were scaled from a topographic map and have
 QJ0181.an estimated accuracy of +/- 6 seconds.
 QJ0181
 QJ0181.The orthometric height was determined by differential leveling
 QJ0181.and adjusted by the National Geodetic Survey in June 1991..
 QJ0181
 QJ0181.The geoid height was determined by GEOID03.
 QJ0181
 QJ0181.The dynamic height is computed by dividing the NAVD 88
 QJ0181.geopotential number by the normal gravity value computed on the
 QJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0181.degrees latitude (g = 980.6199 gals.).
 QJ0181
 QJ0181.The modeled gravity was interpolated from observed gravity values.
 QJ0181
 QJ0181;                    North         East    Units  Estimated Accuracy
 QJ0181;SPC MI C     -   235,090.    6,041,230.      MT  (+/- 180 meters Scaled)
 QJ0181
 QJ0181                          SUPERSEDED SURVEY CONTROL
 QJ0181
 QJ0181.No superseded survey control is available for this station.
 QJ0181
 QJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL778347(NAD 83)
 QJ0181_MARKER: DD = SURVEY DISK
 QJ0181_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QJ0181_SP_SET: BRIDGE ABUTMENT
 QJ0181_STAMPING: 4 GEU 1971
 QJ0181_MARK LOGO: USGS  
 QJ0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0181+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2001
 QJ0181
 QJ0181  HISTORY     - Date     Condition        Report By
 QJ0181  HISTORY     - 1971     MONUMENTED       USGS
 QJ0181  HISTORY     - 1983     GOOD             NGS
 QJ0181  HISTORY     - 20010725 GOOD             MIDT
 QJ0181
 QJ0181                          STATION DESCRIPTION
 QJ0181
 QJ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0181'2.5 KM (1.55 MI) NW FROM ROGERS CITY.
 QJ0181'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0181'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 0.7 KM (0.45 MI)
 QJ0181'NORTHWEST ALONG U.S. HIGHWAY 23 AT A CONCRETE BRIDGE OVER TROUT RIVER,
 QJ0181'IS A U.S. DEPARTMENT OF INTERIOR GEOLOGICAL SURVEY DISK SET IN THE
 QJ0181'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT, IS ABOUT 0.6 METER
 QJ0181'(2.0 FT) BELOW THE HIGHWAY, 8.07 METERS (26.5 FT) EAST-NORTHEAST OF
 QJ0181'THE CENTERLINE OF THE HIGHWAY, 0.27 METER (0.9 FT) WEST-SOUTHWEST OF
 QJ0181'THE EAST-NORTHEAST END OF THE NORTHWEST ABUTMENT, AND 0.21 METER
 QJ0181'(0.7 FT) NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST FACE OF THE NORTHWEST
 QJ0181'ABUTMENT.
 QJ0181
 QJ0181                          STATION RECOVERY (2001)
 QJ0181
 QJ0181'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (CHH)
 QJ0181'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0505 ***********************************************************************
 OJ0505  DESIGNATION -  4 KEE USGS
 OJ0505  PID         -  OJ0505
 OJ0505  STATE/COUNTY-  MI/HURON
 OJ0505  USGS QUAD   -  KINDE WEST (1970)
 OJ0505
 OJ0505                         *CURRENT SURVEY CONTROL
 OJ0505  ___________________________________________________________________
 OJ0505* NAD 83(1986)-  43 59 00.     (N)    083 07 18.     (W)     SCALED    
 OJ0505* NAVD 88     -       183.551  (meters)     602.20   (feet)  ADJUSTED  
 OJ0505  ___________________________________________________________________
 OJ0505  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ0505  DYNAMIC HT  -         183.524 (meters)     602.11  (feet)  COMP
 OJ0505  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 OJ0505
 OJ0505  VERT ORDER  -  FIRST     CLASS 0
 OJ0505
 OJ0505.The horizontal coordinates were scaled from a topographic map and have
 OJ0505.an estimated accuracy of +/- 6 seconds.
 OJ0505
 OJ0505.The orthometric height was determined by differential leveling
 OJ0505.and adjusted by the National Geodetic Survey in June 1991..
 OJ0505
 OJ0505.The geoid height was determined by GEOID03.
 OJ0505
 OJ0505.The dynamic height is computed by dividing the NAVD 88
 OJ0505.geopotential number by the normal gravity value computed on the
 OJ0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0505.degrees latitude (g = 980.6199 gals.).
 OJ0505
 OJ0505.The modeled gravity was interpolated from observed gravity values.
 OJ0505
 OJ0505;                    North         East    Units  Estimated Accuracy
 OJ0505;SPC MI S     -   276,600.    4,099,890.      MT  (+/- 180 meters Scaled)
 OJ0505
 OJ0505                          SUPERSEDED SURVEY CONTROL
 OJ0505
 OJ0505  NGVD 29 (??/??/92)  183.692  (m)          602.66   (f) ADJ UNCH    1 0
 OJ0505
 OJ0505.Superseded values are not recommended for survey control.
 OJ0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0505.See file dsdata.txt to determine how the superseded data were derived.
 OJ0505
 OJ0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ298722(NAD 83)
 OJ0505_MARKER: DD = SURVEY DISK
 OJ0505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0505_SP_SET: CULVERT
 OJ0505_STAMPING: 4 KEE 1969 602
 OJ0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0505+STABILITY: SURFACE MOTION
 OJ0505
 OJ0505  HISTORY     - Date     Condition        Report By
 OJ0505  HISTORY     - 1969     MONUMENTED       USGS
 OJ0505  HISTORY     - 1976     GOOD             NOS
 OJ0505  HISTORY     - 19990605 GOOD             USPSQD
 OJ0505
 OJ0505                          STATION DESCRIPTION
 OJ0505
 OJ0505'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0505'10.0 MI SW FROM PORT AUSTIN.
 OJ0505'10 MILES SOUTHWEST ALONG HIGHWAY M25 FROM THE INTERSECTION OF LAKE AND
 OJ0505'SPRING STREETS IN PORT AUSTIN, ON THE NORTHEAST CORNER OF THE INTER
 OJ0505'SECTION OF OAK BEACH AND FEHNER ROADS, 34 FT. EAST CENTERLINE OF OAK
 OJ0505'BEACH ROAD, 13 1/2 FT. NORTH CENTERLINE OF FEHNER ROAD, 1/2 FOOT BELOW
 OJ0505'ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0505'SET 1.5 FT. WEST OF EAST END OF NORTH HEADWALL OF A CONCRETE CULVERT.
 OJ0505
 OJ0505                          STATION RECOVERY (1999)
 OJ0505
 OJ0505'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0193 ***********************************************************************
 RJ0193  DESIGNATION -  4 R
 RJ0193  PID         -  RJ0193
 RJ0193  STATE/COUNTY-  MI/CHIPPEWA
 RJ0193  USGS QUAD   -  OAK RIDGE (1976)
 RJ0193
 RJ0193                         *CURRENT SURVEY CONTROL
 RJ0193  ___________________________________________________________________
 RJ0193* NAD 83(1986)-  46 19 16.     (N)    084 09 03.     (W)     SCALED    
 RJ0193* NAVD 88     -       178.542  (meters)     585.77   (feet)  ADJUSTED  
 RJ0193  ___________________________________________________________________
 RJ0193  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ0193  DYNAMIC HT  -         178.552 (meters)     585.80  (feet)  COMP
 RJ0193  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 RJ0193
 RJ0193  VERT ORDER  -  FIRST     CLASS 0
 RJ0193
 RJ0193.The horizontal coordinates were scaled from a topographic map and have
 RJ0193.an estimated accuracy of +/- 6 seconds.
 RJ0193
 RJ0193.The orthometric height was determined by differential leveling
 RJ0193.and adjusted by the National Geodetic Survey in June 1991..
 RJ0193
 RJ0193.The geoid height was determined by GEOID03.
 RJ0193
 RJ0193.The dynamic height is computed by dividing the NAVD 88
 RJ0193.geopotential number by the normal gravity value computed on the
 RJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0193.degrees latitude (g = 980.6199 gals.).
 RJ0193
 RJ0193.The modeled gravity was interpolated from observed gravity values.
 RJ0193
 RJ0193;                    North         East    Units  Estimated Accuracy
 RJ0193;SPC MI N     -   174,860.    8,219,360.      MT  (+/- 180 meters Scaled)
 RJ0193
 RJ0193                          SUPERSEDED SURVEY CONTROL
 RJ0193
 RJ0193.No superseded survey control is available for this station.
 RJ0193
 RJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS193336(NAD 83)
 RJ0193_MARKER: B = BOLT
 RJ0193_SETTING: 80 = SET IN A BOULDER
 RJ0193_SP_SET: BOULDER
 RJ0193_MARK LOGO: USLS  
 RJ0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0193+STABILITY: SURFACE MOTION
 RJ0193
 RJ0193  HISTORY     - Date     Condition        Report By
 RJ0193  HISTORY     - 1926     MONUMENTED       USLS
 RJ0193  HISTORY     - 1969     GOOD             USLS
 RJ0193  HISTORY     - 1983     GOOD             NGS
 RJ0193  HISTORY     - 19950922 GOOD             NOS
 RJ0193
 RJ0193                          STATION DESCRIPTION
 RJ0193
 RJ0193'DESCRIBED BY US LAKE SURVEY 1969
 RJ0193'AT NEEBISH ISLAND.
 RJ0193'4 R IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.6
 RJ0193'MILES NORTHEAST OF NEEBISH ISLAND FERRY DOCK, NEAR THE COAST
 RJ0193'GUARD STATION, 2.35 MILES NORTH FROM INTERSECTION OF 15 MILE
 RJ0193'ROAD AND BRANDER ROAD TO ROAD TO RIGHT, THEN 0.2 MILE EAST TO
 RJ0193'VICINITY OF MARK, 70.0 FEET WEST OF UTILITY POLE NO. NE 2-41.39,
 RJ0193'24.2 FEET NORTHWEST OF UTILITY POLE ON SOUTH SIDE OF ROAD,
 RJ0193'14 FEET NORTH OF CENTERLINE OF ROAD, 4 FEET ABOVE THE GROUND,
 RJ0193'BEING HIGHEST POINT ON TOP OF AN IRON BOLT LEADED INTO THE TOP
 RJ0193'OF A LARGE BOULDER.
 RJ0193
 RJ0193                          STATION RECOVERY (1983)
 RJ0193
 RJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0193'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7
 RJ0193'MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY LANDING IN
 RJ0193'OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.4 MI) NORTH ALONG
 RJ0193'BRANDER ROAD, 0.5 KM (0.3 MI) EAST ALONG A WOODS ROAD TO AN OLD DOCK
 RJ0193'SITE WHICH IS NOW OWNED BY THE U.S. CORP OF ENGINEERS, MARK IS AN IRON
 RJ0193'BOLT LEADED INTO THE TOP OF A 6 BY 9 FOOT BOULDER WHICH IS LOCATED
 RJ0193'ABOUT 61 METERS (200 FT) WEST OF THE DOCK SITE, 6.7 METERS (22.0 FT)
 RJ0193'NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD, AND 21.3 METERS (70.0
 RJ0193'FT) WEST OF POWERLINE POLE NUMBER NE2-4138 WITH THREE GUY WIRES.
 RJ0193'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0193
 RJ0193                          STATION RECOVERY (1995)
 RJ0193
 RJ0193'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0264 ***********************************************************************
 QK0264  DESIGNATION -  4 USLS
 QK0264  PID         -  QK0264
 QK0264  STATE/COUNTY-  MI/CHEBOYGAN
 QK0264  USGS QUAD   -  ST IGNACE (1976)
 QK0264
 QK0264                         *CURRENT SURVEY CONTROL
 QK0264  ___________________________________________________________________
 QK0264* NAD 83(1986)-  45 46 48.     (N)    084 43 31.     (W)     SCALED    
 QK0264* NAVD 88     -       177.827  (meters)     583.42   (feet)  ADJUSTED  
 QK0264  ___________________________________________________________________
 QK0264  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0264  DYNAMIC HT  -         177.831 (meters)     583.43  (feet)  COMP
 QK0264  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 QK0264
 QK0264  VERT ORDER  -  FIRST     CLASS II
 QK0264
 QK0264.The horizontal coordinates were scaled from a topographic map and have
 QK0264.an estimated accuracy of +/- 6 seconds.
 QK0264
 QK0264.The orthometric height was determined by differential leveling
 QK0264.and adjusted by the National Geodetic Survey in June 1991..
 QK0264
 QK0264.The geoid height was determined by GEOID03.
 QK0264
 QK0264.The dynamic height is computed by dividing the NAVD 88
 QK0264.geopotential number by the normal gravity value computed on the
 QK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0264.degrees latitude (g = 980.6199 gals.).
 QK0264
 QK0264.The modeled gravity was interpolated from observed gravity values.
 QK0264
 QK0264;                    North         East    Units  Estimated Accuracy
 QK0264;SPC MI C     -   273,800.    5,972,110.      MT  (+/- 180 meters Scaled)
 QK0264
 QK0264                          SUPERSEDED SURVEY CONTROL
 QK0264
 QK0264  NGVD 29 (??/??/92)  177.841  (m)          583.47   (f) ADJ UNCH    1 2
 QK0264
 QK0264.Superseded values are not recommended for survey control.
 QK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0264.See file dsdata.txt to determine how the superseded data were derived.
 QK0264
 QK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR768721(NAD 83)
 QK0264_MARKER: P = PIPE CAP
 QK0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0264_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QK0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0264
 QK0264  HISTORY     - Date     Condition        Report By
 QK0264  HISTORY     - UNK      MONUMENTED       USLS
 QK0264  HISTORY     - 1934     GOOD             NGS
 QK0264  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0264
 QK0264                          STATION DESCRIPTION
 QK0264
 QK0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0264'AT MACKINAW CITY.
 QK0264'AT MACKINAW CITY, CHEBOYGAN COUNTY, ON HURON AVENUE, 119.4 FEET
 QK0264'WEST OF THE NORTHWEST CORNER OF THE PENNSYLVANIA RAILROAD PUMP
 QK0264'HOUSE AND IN LINE WITH ITS NORTH FACE, 65 FEET EAST OF BENCH
 QK0264'MARK R(USLS)=U 11 46.5 FEET NORTH OF THE NORTH RAIL OF THE
 QK0264'MAIN TRACK OF THE MICHIGAN CENTRAL RAILROAD TO THE DOCKS, 34.9
 QK0264'FEET NORTH OF THE NORTH RAIL OF THE BRANCH TRACK OF THE GRAND
 QK0264'RAPIDS AND INDIANA RAILWAY TO THE DOCKS, 21.9 FEET EAST OF THE
 QK0264'EAST EDGE OF U.S. HIGHWAY 23, AND 1 FOOT WEST OF AN OLD CONCRETE
 QK0264'FOUNDATION.  THE TOP OF A BRONZE TUBE, SET IN CONCRETE COVERED
 QK0264'OVER BY A 6-FOOT DIRT FILL AND MARKED BY A 2-1/2 INCH CAST-IRON
 QK0264'PIPE PROJECTING 2 FEET ABOVE GROUND.
 QK0264
 QK0264                          STATION RECOVERY (1983)
 QK0264
 QK0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0264'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0871 ***********************************************************************
 RL0871  DESIGNATION -  4 WR
 RL0871  PID         -  RL0871
 RL0871  STATE/COUNTY-  MI/ONTONAGON
 RL0871  USGS QUAD   -  OAK BLUFF (1982)
 RL0871
 RL0871                         *CURRENT SURVEY CONTROL
 RL0871  ___________________________________________________________________
 RL0871* NAD 83(1986)-  46 41 20.     (N)    089 18 21.     (W)     SCALED    
 RL0871* NAVD 88     -       370.113  (meters)    1214.28   (feet)  ADJUSTED  
 RL0871  ___________________________________________________________________
 RL0871  GEOID HEIGHT-         -31.47  (meters)                     GEOID03
 RL0871  DYNAMIC HT  -         370.146 (meters)    1214.39  (feet)  COMP
 RL0871  MODELED GRAV-     980,691.6   (mgal)                       NAVD 88
 RL0871
 RL0871  VERT ORDER  -  SECOND    CLASS 0
 RL0871
 RL0871.The horizontal coordinates were scaled from a topographic map and have
 RL0871.an estimated accuracy of +/- 6 seconds.
 RL0871
 RL0871.The orthometric height was determined by differential leveling
 RL0871.and adjusted by the National Geodetic Survey in June 1991..
 RL0871
 RL0871.The geoid height was determined by GEOID03.
 RL0871
 RL0871.The dynamic height is computed by dividing the NAVD 88
 RL0871.geopotential number by the normal gravity value computed on the
 RL0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0871.degrees latitude (g = 980.6199 gals.).
 RL0871
 RL0871.The modeled gravity was interpolated from observed gravity values.
 RL0871
 RL0871;                    North         East    Units  Estimated Accuracy
 RL0871;SPC MI N     -   214,360.    7,823,650.      MT  (+/- 180 meters Scaled)
 RL0871
 RL0871                          SUPERSEDED SURVEY CONTROL
 RL0871
 RL0871  NGVD 29 (??/??/92)  370.121  (m)         1214.31   (f) ADJ UNCH    2 0
 RL0871
 RL0871.Superseded values are not recommended for survey control.
 RL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0871.See file dsdata.txt to determine how the superseded data were derived.
 RL0871
 RL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS236731(NAD 83)
 RL0871_MARKER: DD = SURVEY DISK
 RL0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0871_STAMPING: 4 WR 1948
 RL0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0871+STABILITY: SURFACE MOTION
 RL0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0871+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0871
 RL0871  HISTORY     - Date     Condition        Report By
 RL0871  HISTORY     - 1948     MONUMENTED       USGS
 RL0871  HISTORY     - 1948     GOOD             NGS
 RL0871  HISTORY     - 20010619 GOOD             USPSQD
 RL0871  HISTORY     - 20040507 GOOD             GEOCAC
 RL0871
 RL0871                          STATION DESCRIPTION
 RL0871
 RL0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0871'8.2 MI SW FROM ROCKLAND.
 RL0871'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0871'ROCKLAND, THENCE 8.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0871'AT THE SOUTHWEST END OF A NORTH TO SOUTHWEST CURVE, 76 FEET
 RL0871'WEST AND ACROSS THE ROAD FROM A 24-INCH TRIANGULAR BLAZED OAK
 RL0871'TREE, 29 FEET NORTH OF A 6-INCH TRIANGULAR BLAZED POPLAR TREE,
 RL0871'27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 1/2 FEET
 RL0871'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0871'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0871
 RL0871                          STATION RECOVERY (2001)
 RL0871
 RL0871'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0871'RECOVERED IN GOOD CONDITION.
 RL0871
 RL0871                          STATION RECOVERY (2004)
 RL0871
 RL0871'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0871'NAD 83 -  46 41 19.9 (N) -  089 18 20.1 (W)  HANDHELD DGPS
 RL0871' 
 RL0871'1 FT NORTH OF MWP+SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0608 ***********************************************************************
 PL0608  DESIGNATION -  40102
 PL0608  PID         -  PL0608
 PL0608  STATE/COUNTY-  MI/KALKASKA
 PL0608  USGS QUAD   -  KALKASKA (1985)
 PL0608
 PL0608                         *CURRENT SURVEY CONTROL
 PL0608  ___________________________________________________________________
 PL0608* NAD 83(1994)-  44 42 58.14221(N)    085 11 24.95289(W)     ADJUSTED  
 PL0608* NAVD 88     -       313.4    (meters)    1028.     (feet)  GPS OBS   
 PL0608  ___________________________________________________________________
 PL0608  X           -     380,669.385 (meters)                     COMP
 PL0608  Y           -  -4,524,051.963 (meters)                     COMP
 PL0608  Z           -   4,465,185.077 (meters)                     COMP
 PL0608  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 PL0608  ELLIP HEIGHT-         279.61  (meters)          (02/03/97) GPS OBS
 PL0608  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 PL0608
 PL0608  HORZ ORDER  -  FIRST
 PL0608  ELLP ORDER  -  FOURTH    CLASS I
 PL0608
 PL0608.The horizontal coordinates were established by GPS observations
 PL0608.and adjusted by the National Geodetic Survey in February 1997..
 PL0608
 PL0608.The orthometric height was determined by GPS observations and a
 PL0608.high-resolution geoid model.
 PL0608
 PL0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0608
 PL0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0608
 PL0608.The ellipsoidal height was determined by GPS observations
 PL0608.and is referenced to NAD 83.
 PL0608
 PL0608.The geoid height was determined by GEOID03.
 PL0608
 PL0608;                    North         East     Units Scale Factor Converg.
 PL0608;SPC MI C     -   155,841.935 5,934,748.383   MT  0.99992053   -0 34 54.5
 PL0608;SPC MI C     -   511,292.44 19,470,959.26   iFT  0.99992053   -0 34 54.5
 PL0608;UTM  16      - 4,953,012.127   643,337.588   MT  0.99985265   +1 16 24.7
 PL0608
 PL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0608!SPC MI C     -   0.99995616  x   0.99992053  =   0.99987669
 PL0608!UTM  16      -   0.99995616  x   0.99985265  =   0.99980882
 PL0608
 PL0608                          SUPERSEDED SURVEY CONTROL
 PL0608
 PL0608  NAD 83(1986)-  44 42 58.13898(N)    085 11 24.95153(W) AD(       ) 1
 PL0608
 PL0608.Superseded values are not recommended for survey control.
 PL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0608.See file dsdata.txt to determine how the superseded data were derived.
 PL0608
 PL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4333853012(NAD 83)
 PL0608_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0608_SP_SET: CONCRETE POST
 PL0608_STAMPING: 40102 1980
 PL0608_MARK LOGO: MIDT  
 PL0608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0608+STABILITY: SURFACE MOTION
 PL0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0608+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 PL0608
 PL0608  HISTORY     - Date     Condition        Report By
 PL0608  HISTORY     - 1980     MONUMENTED       MIDT
 PL0608  HISTORY     - 19920921 GOOD
 PL0608  HISTORY     - 20010806 GOOD             NGS
 PL0608
 PL0608                          STATION DESCRIPTION
 PL0608
 PL0608'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 PL0608'STATION IS LOCATED IN QUAD 440851, ON THE KALKASKA QUADRANGLE MAP. IT
 PL0608'IS IN THE NORTHWEST 1/4 OF SECTION 29, T-27-N, R-7-W, KALKASKA
 PL0608'TOWNSHIP. STATION IS LOCATED IN THE CLEAR VISION RIGHT-OF-WAY FOR
 PL0608'HIGHWAY US-131 AND STATE HIGHWAYS M-72/M-66, ABOUT 1.25 MILE
 PL0608'(2.01 KM) SOUTHWEST OF KALKASKA, ABOUT 8.0 MILE (12.9 KM) NORTHEAST
 PL0608'OF SOUTH BOARDMAN AND ABOUT 9.5 MILE (15.3 KM) SOUTHEAST OF RAPID
 PL0608'CITY.
 PL0608'TO REACH THE STATION FROM KALKASKA COUNTY HISTORICAL MUSEUM (OLD
 PL0608'RAILROAD DEPOT)IN DOWNTOWN KALKASKA, GO SOUTH FOR 1.25 MI (2.01 KM)
 PL0608'ALONG HIGHWAY US-131 TO THE STATION ON LEFT, AS DESCRIBED.
 PL0608'STATION IS LOCATED 44 FT (13.4 M) EAST FROM CENTER OF HIGHWAY US-131,
 PL0608'96 FT (29.3 M) WEST FROM WESTERLY RAIL OF NORTH-SOUTH RAILROAD, 80 FT
 PL0608'(24.4 M) NORTH FROM EAST-WEST HIGH PRESSURE GAS MAIN, AND 212 FT
 PL0608'(64.6 M) SOUTH FROM CENTER OF HIGHWAYS M-72/M-66. THERE IS NO WITNESS
 PL0608'POST MARKING STATION LOCATION.
 PL0608
 PL0608                          STATION RECOVERY (1992)
 PL0608
 PL0608'RECOVERED 1992
 PL0608'RECOVERED IN GOOD CONDITION.
 PL0608
 PL0608                          STATION RECOVERY (2001)
 PL0608
 PL0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0609 ***********************************************************************
 PL0609  DESIGNATION -  40103
 PL0609  PID         -  PL0609
 PL0609  STATE/COUNTY-  MI/KALKASKA
 PL0609  USGS QUAD   -  BLACK CREEK (1978)
 PL0609
 PL0609                         *CURRENT SURVEY CONTROL
 PL0609  ___________________________________________________________________
 PL0609* NAD 83(1994)-  44 42 46.45880(N)    084 58 43.42281(W)     ADJUSTED  
 PL0609* NAVD 88     -       383.2    (meters)    1257.     (feet)  GPS OBS   
 PL0609  ___________________________________________________________________
 PL0609  X           -     397,396.091 (meters)                     COMP
 PL0609  Y           -  -4,522,917.645 (meters)                     COMP
 PL0609  Z           -   4,464,977.644 (meters)                     COMP
 PL0609  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 PL0609  ELLIP HEIGHT-         349.06  (meters)          (02/03/97) GPS OBS
 PL0609  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 PL0609
 PL0609  HORZ ORDER  -  FIRST
 PL0609  ELLP ORDER  -  FOURTH    CLASS I
 PL0609
 PL0609.The horizontal coordinates were established by GPS observations
 PL0609.and adjusted by the National Geodetic Survey in February 1997..
 PL0609
 PL0609.The orthometric height was determined by GPS observations and a
 PL0609.high-resolution geoid model.
 PL0609
 PL0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0609
 PL0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0609
 PL0609.The ellipsoidal height was determined by GPS observations
 PL0609.and is referenced to NAD 83.
 PL0609
 PL0609.The geoid height was determined by GEOID03.
 PL0609
 PL0609;                    North         East     Units Scale Factor Converg.
 PL0609;SPC MI C     -   155,333.000 5,951,504.769   MT  0.99992076   -0 25 56.5
 PL0609;SPC MI C     -   509,622.70 19,525,934.28   iFT  0.99992076   -0 25 56.5
 PL0609;UTM  16      - 4,953,045.877   660,101.042   MT  0.99991521   +1 25 20.6
 PL0609
 PL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0609!SPC MI C     -   0.99994527  x   0.99992076  =   0.99986604
 PL0609!UTM  16      -   0.99994527  x   0.99991521  =   0.99986049
 PL0609
 PL0609                          SUPERSEDED SURVEY CONTROL
 PL0609
 PL0609  NAD 83(1986)-  44 42 46.45593(N)    084 58 43.40146(W) AD(       ) 1
 PL0609
 PL0609.Superseded values are not recommended for survey control.
 PL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0609.See file dsdata.txt to determine how the superseded data were derived.
 PL0609
 PL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6010153046(NAD 83)
 PL0609_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0609_SP_SET: CONCRETE POST
 PL0609_STAMPING: 40103 1980
 PL0609_MARK LOGO: MIDT  
 PL0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0609+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1992
 PL0609
 PL0609  HISTORY     - Date     Condition        Report By
 PL0609  HISTORY     - 1980     MONUMENTED       MIDT
 PL0609  HISTORY     - 19920922 GOOD
 PL0609  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0609
 PL0609                          STATION DESCRIPTION
 PL0609
 PL0609'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 PL0609'STATION IS LOCATED IN QUAD 440844, ON THE BLACK CREEK QUADRANGLE MAP.
 PL0609'IT IS IN THE NORTHEAST 1/4 OF SECTION 25, T-27-N, R-6-W, EXCELSIOR
 PL0609'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-72 RIGHT-OF-WAY,
 PL0609'ABOUT 10.5 MI (16.9 KM) EASTERLY OF KALKASKA, ABOUT 14 MI (22.5 KM)
 PL0609'WESTERLY OF GRAYLING AND ABOUT 5 MI (8.0 KM) NORTHEAST OF THE VILLAGE
 PL0609'OF SIGMA.
 PL0609'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-72/M-66
 PL0609'WITH HIGHWAY US-131, ABOUT 1 MILE (1.6 KM) SOUTH OF KALKASKA, GO EAST
 PL0609'FOR 10.5 MI (16.9 KM) ALONG STATE HIGHWAY M-72, TO THE TOP OF A
 PL0609'PROMINENT HILL WITH A MICRO-WAVE TOWER ON THE LEFT AND THE STATION ON
 PL0609'THE RIGHT, AS DESCRIBED.
 PL0609'STATION IS 0.5 FT (15.2 CM) BELOW SURFACE OF GROUND. IT IS LOCATED 32
 PL0609'FT (9.8 M) SOUTH FROM THE CENTER OF STATE HIGHWAY M-72, 16 FT
 PL0609'(4.9 M) NORTHERLY FROM 12 INCH OAK, 9 FT (2.7 M) WEST FROM HIGHWAY
 PL0609'INFORMATION SIGN, 30 FT (9.1 M) NORTHWEST FROM REFERENCE MONUMENT NO.
 PL0609'1, 30 FT (9.1 M) NORTHEAST FROM REFERENCE MONUMENT NO. 2, AND 4 FT
 PL0609'(1.2 M) NORTH FROM A METAL WITNESS POST WITH SIGN.
 PL0609
 PL0609                          STATION RECOVERY (1992)
 PL0609
 PL0609'RECOVERED 1992
 PL0609'RECOVERED IN GOOD CONDITION.
 PL0609
 PL0609                          STATION RECOVERY (2001)
 PL0609
 PL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0610 ***********************************************************************
 PL0610  DESIGNATION -  40108
 PL0610  PID         -  PL0610
 PL0610  STATE/COUNTY-  MI/KALKASKA
 PL0610  USGS QUAD   -  LAKE MARGRETHE (1978)
 PL0610
 PL0610                         *CURRENT SURVEY CONTROL
 PL0610  ___________________________________________________________________
 PL0610* NAD 83(1994)-  44 41 38.60466(N)    084 51 14.45123(W)     ADJUSTED  
 PL0610* NAVD 88     -       348.4    (meters)    1143.     (feet)  GPS OBS   
 PL0610  ___________________________________________________________________
 PL0610  X           -     407,370.010 (meters)                     COMP
 PL0610  Y           -  -4,523,484.835 (meters)                     COMP
 PL0610  Z           -   4,463,464.396 (meters)                     COMP
 PL0610  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 PL0610  ELLIP HEIGHT-         314.29  (meters)          (02/03/97) GPS OBS
 PL0610  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 PL0610
 PL0610  HORZ ORDER  -  FIRST
 PL0610  ELLP ORDER  -  FOURTH    CLASS I
 PL0610
 PL0610.The horizontal coordinates were established by GPS observations
 PL0610.and adjusted by the National Geodetic Survey in February 1997..
 PL0610
 PL0610.The orthometric height was determined by GPS observations and a
 PL0610.high-resolution geoid model.
 PL0610
 PL0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0610
 PL0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0610
 PL0610.The ellipsoidal height was determined by GPS observations
 PL0610.and is referenced to NAD 83.
 PL0610
 PL0610.The geoid height was determined by GEOID03.
 PL0610
 PL0610;                    North         East     Units Scale Factor Converg.
 PL0610;SPC MI C     -   153,171.688 5,961,373.486   MT  0.99992213   -0 20 39.4
 PL0610;SPC MI C     -   502,531.78 19,558,311.96   iFT  0.99992213   -0 20 39.4
 PL0610;UTM  16      - 4,951,205.011   670,034.665   MT  0.99995554   +1 30 34.8
 PL0610
 PL0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0610!SPC MI C     -   0.99995072  x   0.99992213  =   0.99987286
 PL0610!UTM  16      -   0.99995072  x   0.99995554  =   0.99990627
 PL0610
 PL0610                          SUPERSEDED SURVEY CONTROL
 PL0610
 PL0610  NAD 83(1986)-  44 41 38.60107(N)    084 51 14.43914(W) AD(       ) 1
 PL0610
 PL0610.Superseded values are not recommended for survey control.
 PL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0610.See file dsdata.txt to determine how the superseded data were derived.
 PL0610
 PL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7003551205(NAD 83)
 PL0610_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0610_SP_SET: CONCRETE POST
 PL0610_STAMPING: 40108
 PL0610_MARK LOGO: MIDT  
 PL0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0610+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 PL0610
 PL0610  HISTORY     - Date     Condition        Report By
 PL0610  HISTORY     - 1981     MONUMENTED       MIDT
 PL0610  HISTORY     - 19920921 GOOD
 PL0610  HISTORY     - 20010806 GOOD             NGS
 PL0610
 PL0610                          STATION DESCRIPTION
 PL0610
 PL0610'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1981
 PL0610'STATION IS LOCATED IN QUAD 440844, ON THE LAKE MARGRETHE QUADRANGLE
 PL0610'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 36, T-27-N, R-5-W, BEAR
 PL0610'LAKE TOWNSHIP.  STATION IS LOCATED ON STATE HIGHWAY M-72
 PL0610'RIGHT-OF-WAY, ABOUT 16.0 MI (25.7 KM) EAST OF KALKASKA, ABOUT 7.5 MI
 PL0610'(12.1 KM) NORTHWESTERLY OF GRAYLING, AND ABOUT 5.1 MI (8.2 KM)
 PL0610'SOUTHEASTERLY OF BEAR LAKE.
 PL0610'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY US-131 WITH STATE
 PL0610'HIGHWAYS M-72/M-66, ABOUT 1.0 MILE (1.6 KM) SOUTH OF THE CITY OF
 PL0610'KALKASKA, GO EAST FOR 16.9 MI (27.2 KM) ALONG STATE HIGHWAY M-72 TO
 PL0610'INTERSECTION WITH CROSS ROAD, (RIVERVIEW ROAD SOUTH AND GOOSE LAKE
 PL0610'ROAD NORTH) AND STATION ON THE RIGHT, AS DESCRIBED.
 PL0610'STATION IS 37.0 FT (11.3 M) SOUTH FROM OF CENTER OF STATE HIGHWAY
 PL0610'M-72, 114 FT (34.7 M) EAST FROM CENTER OF RIVERVIEW ROAD, 163 FT
 PL0610'(49.7 M) NORTHEAST FROM NORTHEAST CORNER OF A RETAIL COMMERCIAL
 PL0610'BUILDING, 14 FT (4.3 M) WEST FROM A HIGHWAY SIGN AND 4 FT (1.2 M)
 PL0610'NORTH OF A METAL WITNESS POST WITH SIGN.
 PL0610
 PL0610                          STATION RECOVERY (1992)
 PL0610
 PL0610'RECOVERED 1992
 PL0610'RECOVERED IN GOOD CONDITION.
 PL0610
 PL0610                          STATION RECOVERY (2001)
 PL0610
 PL0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0611 ***********************************************************************
 PL0611  DESIGNATION -  40200
 PL0611  PID         -  PL0611
 PL0611  STATE/COUNTY-  MI/KALKASKA
 PL0611  USGS QUAD   -  KALKASKA (1985)
 PL0611
 PL0611                         *CURRENT SURVEY CONTROL
 PL0611  ___________________________________________________________________
 PL0611* NAD 83(1994)-  44 42 03.56779(N)    085 12 11.18133(W)     ADJUSTED  
 PL0611* NAVD 88     -       313.6    (meters)    1029.     (feet)  GPS OBS   
 PL0611  ___________________________________________________________________
 PL0611  X           -     379,754.555 (meters)                     COMP
 PL0611  Y           -  -4,525,318.306 (meters)                     COMP
 PL0611  Z           -   4,463,987.878 (meters)                     COMP
 PL0611  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 PL0611  ELLIP HEIGHT-         279.76  (meters)          (02/03/97) GPS OBS
 PL0611  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 PL0611
 PL0611  HORZ ORDER  -  FIRST
 PL0611  ELLP ORDER  -  FOURTH    CLASS I
 PL0611
 PL0611.The horizontal coordinates were established by GPS observations
 PL0611.and adjusted by the National Geodetic Survey in February 1997..
 PL0611
 PL0611.The orthometric height was determined by GPS observations and a
 PL0611.high-resolution geoid model.
 PL0611
 PL0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0611
 PL0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0611
 PL0611.The ellipsoidal height was determined by GPS observations
 PL0611.and is referenced to NAD 83.
 PL0611
 PL0611.The geoid height was determined by GEOID03.
 PL0611
 PL0611;                    North         East     Units Scale Factor Converg.
 PL0611;SPC MI C     -   154,167.946 5,933,713.669   MT  0.99992161   -0 35 27.1
 PL0611;SPC MI C     -   505,800.35 19,467,564.53   iFT  0.99992161   -0 35 27.1
 PL0611;UTM  16      - 4,951,305.639   642,357.678   MT  0.99984921   +1 15 51.0
 PL0611
 PL0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0611!SPC MI C     -   0.99995614  x   0.99992161  =   0.99987775
 PL0611!UTM  16      -   0.99995614  x   0.99984921  =   0.99980535
 PL0611
 PL0611                          SUPERSEDED SURVEY CONTROL
 PL0611
 PL0611  NAD 83(1986)-  44 42 03.56460(N)    085 12 11.17996(W) AD(       ) 1
 PL0611
 PL0611.Superseded values are not recommended for survey control.
 PL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0611.See file dsdata.txt to determine how the superseded data were derived.
 PL0611
 PL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4235851306(NAD 83)
 PL0611_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0611_SP_SET: CONCRETE POST
 PL0611_STAMPING: 40200 1992
 PL0611_MARK LOGO: MIDT  
 PL0611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0611+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PL0611
 PL0611  HISTORY     - Date     Condition        Report By
 PL0611  HISTORY     - 1992     MONUMENTED       MIDT
 PL0611  HISTORY     - 20010806 GOOD             NGS
 PL0611
 PL0611                          STATION DESCRIPTION
 PL0611
 PL0611'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0611'STATION IS LOCATED IN QUAD 440851, ON THE KALKASKA QUARANGLE MAP. IT
 PL0611'IS IN THE SOUTHEAST 1/4 SECTION 30, T-27-N, R-7-W, KALKASKA TOWNSHIP.
 PL0611'STATION IS LOCATED ON STATE HIGHWAY US-131 RIGHT-OF-WAY, ABOUT 2.5 MI
 PL0611'(4.0 KM) SOUTH OF KALKASKA, ABOUT 6 MI (9.7 KM) NORTHEAST OF SOUTH
 PL0611'BOARDMAN, AND ABOUT 10 MI (16.1 KM) SOUTHEAST OF RAPID CITY.
 PL0611'TO REACH THE STATION FROM THE KALKASKA COUNTY HISTORICAL MUSEUM (OLD
 PL0611'RAILROAD DEPOT) IN DOWNTOWN KALKASKA, GO SOUTHERLY FOR 2.5 MI
 PL0611'(4.0 KM) ALONG HIGHWAY US-131 TO STATION ON THE LEFT, AS DESCRIBED.
 PL0611'STATION IS LOCATED 29 FT (8.8 M) EAST FROM THE CENTER OF HIGHWAY
 PL0611'US-131, 80 FT (24.4 M) SOUTHWEST FROM A 8 INCH WHITE BIRCH, 18 FT
 PL0611'(5.5 M) NORTHWEST FROM A 3-INCH MAPLE, 59 FT (18.0 M) NORTHERLY FROM
 PL0611'A 3-INCH PINE AND 4 FT (1.2 M) WEST FROM METAL WITNESS POST WITH
 PL0611'SIGN.
 PL0611
 PL0611                          STATION RECOVERY (2001)
 PL0611
 PL0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0611'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0612 ***********************************************************************
 PL0612  CBN         -  This is a Cooperative Base Network Control Station.
 PL0612  DESIGNATION -  40201
 PL0612  PID         -  PL0612
 PL0612  STATE/COUNTY-  MI/KALKASKA
 PL0612  USGS QUAD   -  SIGMA (1985)
 PL0612
 PL0612                         *CURRENT SURVEY CONTROL
 PL0612  ___________________________________________________________________
 PL0612* NAD 83(1994)-  44 42 48.07607(N)    085 00 43.43742(W)     ADJUSTED  
 PL0612* NAVD 88     -       353.3    (meters)    1159.     (feet)  GPS OBS   
 PL0612  ___________________________________________________________________
 PL0612  X           -     394,759.483 (meters)                     COMP
 PL0612  Y           -  -4,523,092.028 (meters)                     COMP
 PL0612  Z           -   4,464,992.170 (meters)                     COMP
 PL0612  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 PL0612  ELLIP HEIGHT-         319.28  (meters)          (07/12/02) GPS OBS
 PL0612  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 PL0612
 PL0612  HORZ ORDER  -  B
 PL0612  ELLP ORDER  -  FOURTH    CLASS II
 PL0612
 PL0612.The horizontal coordinates were established by GPS observations
 PL0612.and adjusted by the National Geodetic Survey in September 1995..
 PL0612
 PL0612.The orthometric height was determined by GPS observations and a
 PL0612.high-resolution geoid model.
 PL0612
 PL0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0612
 PL0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0612
 PL0612.The ellipsoidal height was determined by GPS observations
 PL0612.and is referenced to NAD 83.
 PL0612
 PL0612.The geoid height was determined by GEOID03.
 PL0612
 PL0612;                    North         East     Units Scale Factor Converg.
 PL0612;SPC MI C     -   155,403.392 5,948,863.814   MT  0.99992073   -0 27 21.3
 PL0612;SPC MI C     -   509,853.65 19,517,269.73   iFT  0.99992073   -0 27 21.3
 PL0612;UTM  16      - 4,953,030.754   657,459.220   MT  0.99990489   +1 23 56.1
 PL0612
 PL0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0612!SPC MI C     -   0.99994994  x   0.99992073  =   0.99987068
 PL0612!UTM  16      -   0.99994994  x   0.99990489  =   0.99985484
 PL0612
 PL0612                          SUPERSEDED SURVEY CONTROL
 PL0612
 PL0612  ELLIP H (09/20/95)  319.29   (m)                       GP(       ) 1 2
 PL0612  NAD 83(1986)-  44 42 48.07344(N)    085 00 43.41166(W) AD(       ) 1
 PL0612
 PL0612.Superseded values are not recommended for survey control.
 PL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0612.See file dsdata.txt to determine how the superseded data were derived.
 PL0612
 PL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5745953031(NAD 83)
 PL0612_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0612_SP_SET: CONCRETE POST
 PL0612_STAMPING: 40201 1992
 PL0612_MARK LOGO: MIDT  
 PL0612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 PL0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0612+STABILITY: SURFACE MOTION
 PL0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0612+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 PL0612
 PL0612  HISTORY     - Date     Condition        Report By
 PL0612  HISTORY     - 1992     MONUMENTED       MIDT
 PL0612  HISTORY     - 19941017 GOOD             NGS
 PL0612  HISTORY     - 20010806 GOOD             NGS
 PL0612
 PL0612                          STATION DESCRIPTION
 PL0612
 PL0612'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0612'STATION IS LOCATED IN QUAD 440851, ON THE SIGMA QUADRANGLE MAP. IT IS
 PL0612'IN THE SOUTHWEST 1/4 OF SECTION 23, T-27-N, R-6-W, EXCELSIOR
 PL0612'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-72 RIGHT-OF-WAY,
 PL0612'ABOUT 9.0 MI (14.5 KM) EAST OF KALKASKA, ABOUT 15.5 MI (24.9 KM) WEST
 PL0612'OF GRAYLING, AND ABOUT 3.5 MI (5.6 KM) NORTHEAST OF SIGMA.
 PL0612'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY US-131 WITH STATE
 PL0612'HIGHWAYS M-72/M-66, ABOUT 1 MILE (1.6 KM) SOUTH OF THE CITY OF
 PL0612'KALKASKA, GO EAST FOR 8.9 MI (14.3 KM) ALONG STATE HIGHWAY M-72, TO
 PL0612'INTERSECTION WITH GRAVEL ROAD NORTH (BAKER ROAD) AND STATION ON THE
 PL0612'LEFT, IN THE NORTHEAST QUADRANT OF THIS INTERSECTION, AS DESCRIBED.
 PL0612'STATION IS LOCATED 28 FT (8.5 M) NORTH FROM THE CENTER OF STATE
 PL0612'HIGHWAY M-72, 66 FT (20.1 M) EAST FROM THE CENTER OF BAKER ROAD, 47
 PL0612'FT (14.3 M) SOUTHEAST FROM CORNER FENCE POST, 89 FT (27.1 M)
 PL0612'NORTHEAST FROM A 4-INCH STEEL GATE POST, (EAST OF DRIVEWAY TO SOUTH)
 PL0612'AND 4 FT (1.2 M) SOUTH FROM METAL WITNESS POST WITH SIGN.
 PL0612
 PL0612                          STATION RECOVERY (1994)
 PL0612
 PL0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PL0612'STATION IS LOCATED IN QUAD 440844, ON THE SIGMA QUADRANGLE MAP, IN THE
 PL0612'SOUTHWEST 1/4 OF SECTION 23, T 27 N, R 6 W, EXCELSIOR TOWNSHIP.  IT IS
 PL0612'ALONG STATE HIGHWAY 22, ON THE RIGHT-OF-WAY, ABOUT 9 MI (14.5 KM) EAST
 PL0612'OF KALKASKA, ABOUT 15.5 MI (24.9 KM) WEST OF GRAYLING, AND ABOUT 3.5
 PL0612'MI (5.6 KM) NORTHEAST OF SIGMA.  TO REACH THE STATION FROM THE
 PL0612'JUNCTION OF U.S.  HIGHWAY 131 WITH STATE HIGHWAYS 72 AND 66, ABOUT 1
 PL0612'MI (1.6 KM) SOUTH OF KALKASKA, GO EAST FOR 8.9 MI (14.3 KM) ALONG
 PL0612'STATE HIGHWAY 72 TO A GRADED ROAD LEFT (BAKER ROAD) AND THE STATION ON
 PL0612'THE LEFT.  STATION IS FLUSH WITH GROUND.  LOCATED 28 FT (8.5 M) NORTH
 PL0612'FROM THE CENTER OF THE HIGHWAY, 66 FT (20.1 M) EAST FROM THE CENTER OF
 PL0612'BAKER ROAD, 47 FT (14.3 M) SOUTHEAST FROM CORNER FENCE POST, 89 FT
 PL0612'(27.1 M) NORTHEAST FROM A 4-INCH STEEL GATE POST (EAST OF DRIVEWAY TO
 PL0612'SOUTH) , AND 4 FT (1.2 M) SOUTH FROM METAL WITNESS POST AND SIGN.
 PL0612
 PL0612                          STATION RECOVERY (2001)
 PL0612
 PL0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0612'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0613 ***********************************************************************
 PL0613  DESIGNATION -  40202
 PL0613  PID         -  PL0613
 PL0613  STATE/COUNTY-  MI/KALKASKA
 PL0613  USGS QUAD   -  LAKE MARGRETHE (1978)
 PL0613
 PL0613                         *CURRENT SURVEY CONTROL
 PL0613  ___________________________________________________________________
 PL0613* NAD 83(1994)-  44 41 50.23315(N)    084 52 08.90326(W)     ADJUSTED  
 PL0613* NAVD 88     -       378.4    (meters)    1241.     (feet)  GPS OBS   
 PL0613  ___________________________________________________________________
 PL0613  X           -     406,155.164 (meters)                     COMP
 PL0613  Y           -  -4,523,361.978 (meters)                     COMP
 PL0613  Z           -   4,463,740.657 (meters)                     COMP
 PL0613  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 PL0613  ELLIP HEIGHT-         344.27  (meters)          (02/03/97) GPS OBS
 PL0613  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 PL0613
 PL0613  HORZ ORDER  -  FIRST
 PL0613  ELLP ORDER  -  FOURTH    CLASS I
 PL0613
 PL0613.The horizontal coordinates were established by GPS observations
 PL0613.and adjusted by the National Geodetic Survey in February 1997..
 PL0613
 PL0613.The orthometric height was determined by GPS observations and a
 PL0613.high-resolution geoid model.
 PL0613
 PL0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0613
 PL0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0613
 PL0613.The ellipsoidal height was determined by GPS observations
 PL0613.and is referenced to NAD 83.
 PL0613
 PL0613.The geoid height was determined by GEOID03.
 PL0613
 PL0613;                    North         East     Units Scale Factor Converg.
 PL0613;SPC MI C     -   153,537.920 5,960,176.893   MT  0.99992188   -0 21 17.8
 PL0613;SPC MI C     -   503,733.33 19,554,386.13   iFT  0.99992188   -0 21 17.8
 PL0613;UTM  16      - 4,951,532.348   668,826.812   MT  0.99995051   +1 29 56.8
 PL0613
 PL0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0613!SPC MI C     -   0.99994602  x   0.99992188  =   0.99986791
 PL0613!UTM  16      -   0.99994602  x   0.99995051  =   0.99989654
 PL0613
 PL0613                          SUPERSEDED SURVEY CONTROL
 PL0613
 PL0613  NAD 83(1986)-  44 41 50.22915(N)    084 52 08.89088(W) AD(       ) 1
 PL0613
 PL0613.Superseded values are not recommended for survey control.
 PL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0613.See file dsdata.txt to determine how the superseded data were derived.
 PL0613
 PL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6882751532(NAD 83)
 PL0613_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0613_SP_SET: CONCRETE POST
 PL0613_STAMPING: 40202 1992
 PL0613_MARK LOGO: MIDT  
 PL0613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0613+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PL0613
 PL0613  HISTORY     - Date     Condition        Report By
 PL0613  HISTORY     - 1992     MONUMENTED       MIDT
 PL0613  HISTORY     - 20010806 GOOD             NGS
 PL0613
 PL0613                          STATION DESCRIPTION
 PL0613
 PL0613'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0613'STATION IS LOCATED IN QUAD 440844, ON THE BLACK CREEK QUADRANGLE MAP.
 PL0613'IT IS IN THE NORTHWEST 1/4 OF SECTION 36, T-27-N, R-5-W, BEAR LAKE
 PL0613'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-72 RIGHT-OF-WAY,
 PL0613'ABOUT 17 MI (27.4 KM) EAST OF KALKASKA, ABOUT 7 MI (11.3 KM) WEST OF
 PL0613'GRAYLING, ABOUT 7 MI (11.3 KM) SOUTHWEST OF FREDERIC.
 PL0613'TO REACH THE STATION FROM JUNCTION OF HIGHWAY US-131 AND STATE
 PL0613'HIGHWAYS M-72/M-66, ABOUT 1 MILE (1.6 KM) SOUTH OF THE CITY OF
 PL0613'KALKASKA, GO EAST FOR 6.1 MI (9.8 KM) ALONG STATE HIGHWAY M-72 TO TOP
 PL0613'OF HILL AND THE STATION ON THE LEFT, AS DESCRIBED.
 PL0613'STATION IS LOCATED 50.0 FT (15.2 M) NORTH FROM CENTER OF HIGHWAY M-72,
 PL0613'28.0 FT (8.5 M) SOUTHWEST FROM A CLUMP OF 4 MAPLES, 52.0 FT (15.8 M)
 PL0613'SOUTHEAST FROM A 10-INCH MAPLE AND 4 FT (1.2 M) SOUTH FROM METAL
 PL0613'WITNESS POST WITH SIGN.
 PL0613
 PL0613                          STATION RECOVERY (2001)
 PL0613
 PL0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0613'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0614 ***********************************************************************
 PL0614  DESIGNATION -  40204
 PL0614  PID         -  PL0614
 PL0614  STATE/COUNTY-  MI/KALKASKA
 PL0614  USGS QUAD   -  FIFE LAKE (1985)
 PL0614
 PL0614                         *CURRENT SURVEY CONTROL
 PL0614  ___________________________________________________________________
 PL0614* NAD 83(1994)-  44 36 05.42172(N)    085 19 38.56167(W)     ADJUSTED  
 PL0614* NAVD 88     -       332.1    (meters)    1090.     (feet)  GPS OBS   
 PL0614  ___________________________________________________________________
 PL0614  X           -     370,572.465 (meters)                     COMP
 PL0614  Y           -  -4,533,888.628 (meters)                     COMP
 PL0614  Z           -   4,456,135.950 (meters)                     COMP
 PL0614  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 PL0614  ELLIP HEIGHT-         298.43  (meters)          (02/03/97) GPS OBS
 PL0614  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 PL0614
 PL0614  HORZ ORDER  -  FIRST
 PL0614  ELLP ORDER  -  FOURTH    CLASS I
 PL0614
 PL0614.The horizontal coordinates were established by GPS observations
 PL0614.and adjusted by the National Geodetic Survey in February 1997..
 PL0614
 PL0614.The orthometric height was determined by GPS observations and a
 PL0614.high-resolution geoid model.
 PL0614
 PL0614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0614
 PL0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0614
 PL0614.The ellipsoidal height was determined by GPS observations
 PL0614.and is referenced to NAD 83.
 PL0614
 PL0614.The geoid height was determined by GEOID03.
 PL0614
 PL0614;                    North         East     Units Scale Factor Converg.
 PL0614;SPC MI C     -   143,223.380 5,923,734.805   MT  0.99993041   -0 40 43.2
 PL0614;SPC MI C     -   469,892.98 19,434,825.48   iFT  0.99993041   -0 40 43.2
 PL0614;UTM  16      - 4,940,044.982   632,739.045   MT  0.99981668   +1 10 28.7
 PL0614
 PL0614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0614!SPC MI C     -   0.99995321  x   0.99993041  =   0.99988362
 PL0614!UTM  16      -   0.99995321  x   0.99981668  =   0.99976990
 PL0614
 PL0614                          SUPERSEDED SURVEY CONTROL
 PL0614
 PL0614  NAD 83(1986)-  44 36 05.41881(N)    085 19 38.56298(W) AD(       ) 1
 PL0614
 PL0614.Superseded values are not recommended for survey control.
 PL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0614.See file dsdata.txt to determine how the superseded data were derived.
 PL0614
 PL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3273940045(NAD 83)
 PL0614_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0614_SP_SET: CONCRETE POST
 PL0614_STAMPING: 40204 1993
 PL0614_MARK LOGO: MIDT  
 PL0614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0614+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0614
 PL0614  HISTORY     - Date     Condition        Report By
 PL0614  HISTORY     - 1993     MONUMENTED       MIDT
 PL0614  HISTORY     - 20010806 GOOD             NGS
 PL0614
 PL0614                          STATION DESCRIPTION
 PL0614
 PL0614'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0614'STATION IS LOCATED IN QUAD 440851 ON THE FIFE LAKE QUADRANGLE MAP. IT
 PL0614'IS IN THE SOUTHWEST 1/4 OF SECTION 31, T-25-N, R-8-W, BOARDMAN
 PL0614'TOWNSHIP.  ABOUT 4 MI (6.4 KM) SOUTHWEST OF SOUTH BOARDMAN, ABOUT 2.1
 PL0614'MI (3.4 KM) NORTHEAST OF FIFE LAKE AND ABOUT 12 MI (19.3 KM) WEST OF
 PL0614'SHARON.
 PL0614'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-186 AND UNITED STATES
 PL0614'HIGHWAY 131 AT FIFE LAKE, GO NORTH 2.6 MI (4.2 KM) ALONG UNITED
 PL0614'STATES HIGHWAY 131 TO THE STATION ON LEFT AS DESCRIBED.
 PL0614'STATION IS 27.4 FT (8.4 M) SOUTHEAST OF A 4 INCH WILD CHERRY TREE,
 PL0614'108.8 FT (33.2 M) EAST OF A 17 INCH PINE TREE, 41.0 FT (12.5 M) WEST
 PL0614'OF THE CENTER OF UNITED STATES HIGHWAY 131, 97.0 FT (29.6 M) SOUTH OF
 PL0614'A 24 INCH BEECH TREE AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST
 PL0614'WITH SIGN.
 PL0614
 PL0614                          STATION RECOVERY (2001)
 PL0614
 PL0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0614'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0615 ***********************************************************************
 PL0615  DESIGNATION -  40205
 PL0615  PID         -  PL0615
 PL0615  STATE/COUNTY-  MI/KALKASKA
 PL0615  USGS QUAD   -  SOUTH BOARDMAN (1985)
 PL0615
 PL0615                         *CURRENT SURVEY CONTROL
 PL0615  ___________________________________________________________________
 PL0615* NAD 83(1994)-  44 38 29.77351(N)    085 19 05.15285(W)     ADJUSTED  
 PL0615* NAVD 88     -       304.4    (meters)     999.     (feet)  GPS OBS   
 PL0615  ___________________________________________________________________
 PL0615  X           -     371,049.718 (meters)                     COMP
 PL0615  Y           -  -4,530,689.266 (meters)                     COMP
 PL0615  Z           -   4,459,288.064 (meters)                     COMP
 PL0615  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 PL0615  ELLIP HEIGHT-         270.64  (meters)          (02/03/97) GPS OBS
 PL0615  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PL0615
 PL0615  HORZ ORDER  -  FIRST
 PL0615  ELLP ORDER  -  FOURTH    CLASS I
 PL0615
 PL0615.The horizontal coordinates were established by GPS observations
 PL0615.and adjusted by the National Geodetic Survey in February 1997..
 PL0615
 PL0615.The orthometric height was determined by GPS observations and a
 PL0615.high-resolution geoid model.
 PL0615
 PL0615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0615
 PL0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0615
 PL0615.The ellipsoidal height was determined by GPS observations
 PL0615.and is referenced to NAD 83.
 PL0615
 PL0615.The geoid height was determined by GEOID03.
 PL0615
 PL0615;                    North         East     Units Scale Factor Converg.
 PL0615;SPC MI C     -   147,669.904 5,924,523.736   MT  0.99992650   -0 40 19.6
 PL0615;SPC MI C     -   484,481.31 19,437,413.83   iFT  0.99992650   -0 40 19.6
 PL0615;UTM  16      - 4,944,514.206   633,383.659   MT  0.99981878   +1 10 55.2
 PL0615
 PL0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0615!SPC MI C     -   0.99995757  x   0.99992650  =   0.99988407
 PL0615!UTM  16      -   0.99995757  x   0.99981878  =   0.99977635
 PL0615
 PL0615                          SUPERSEDED SURVEY CONTROL
 PL0615
 PL0615  NAD 83(1986)-  44 38 29.77057(N)    085 19 05.15416(W) AD(       ) 1
 PL0615
 PL0615.Superseded values are not recommended for survey control.
 PL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0615.See file dsdata.txt to determine how the superseded data were derived.
 PL0615
 PL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3338444514(NAD 83)
 PL0615_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0615_SP_SET: CONCRETE POST
 PL0615_STAMPING: 40205 1993
 PL0615_MARK LOGO: MIDT  
 PL0615_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0615+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0615
 PL0615  HISTORY     - Date     Condition        Report By
 PL0615  HISTORY     - 1993     MONUMENTED       MIDT
 PL0615  HISTORY     - 20010806 GOOD             NGS
 PL0615
 PL0615                          STATION DESCRIPTION
 PL0615
 PL0615'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0615'STATION IS LOCATED IN QUAD 440851 ON THE SOUTH BOARDMAN QUADRANGLE
 PL0615'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 18, T-26-N, R-8-W,
 PL0615'BOARDMAN TOWNSHIP.  ABOUT 1.6 MI (2.6 KM) WEST OF SOUTH BOARDMAN,
 PL0615'ABOUT 4.7 MI (7.6 KM) NORTHEAST OF FIFE LAKE, AND ABOUT 11 MI
 PL0615'(17.7 KM) SOUTHEAST OF WILLIAMSBURG, ON THE WEST BOARDMAN ROAD
 PL0615'RIGHT-OF-WAY.
 PL0615'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 131 AND WEST
 PL0615'BOARDMAN ROAD, IN SOUTH BOARDMAN, GO WEST 1.6 MI (2.6 KM) ALONG WEST
 PL0615'BOARDMAN ROAD TO STATION ON LEFT.
 PL0615'STATION IS 26.0 FT (7.9 M) SOUTH OF THE CENTER OF WEST BOARDMAN ROAD,
 PL0615'89.0 FT (27.1 M) EAST OF A TWIN 12-INCH WILD CHERRY TREE, 59.0 FT
 PL0615'(18.0 M) SOUTH OF A UTILITY POLE, 55.0 FT (16.8 M) NORTH OF A TRIPLE
 PL0615'TRUNKED 8-INCH WILD CHERRY TREE, AND 3.0 FT (0.9 M) NORTH OF A METAL
 PL0615'WITNESS POST WITH SIGN.
 PL0615
 PL0615                          STATION RECOVERY (2001)
 PL0615
 PL0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0615'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0616 ***********************************************************************
 PL0616  CBN         -  This is a Cooperative Base Network Control Station.
 PL0616  DESIGNATION -  40206
 PL0616  PID         -  PL0616
 PL0616  STATE/COUNTY-  MI/KALKASKA
 PL0616  USGS QUAD   -  SOUTH BOARDMAN (1985)
 PL0616
 PL0616                         *CURRENT SURVEY CONTROL
 PL0616  ___________________________________________________________________
 PL0616* NAD 83(1994)-  44 38 29.65327(N)    085 17 44.54879(W)     ADJUSTED  
 PL0616* NAVD 88     -       319.2    (meters)    1047.     (feet)  GPS OBS   
 PL0616  ___________________________________________________________________
 PL0616  X           -     372,821.268 (meters)                     COMP
 PL0616  Y           -  -4,530,557.009 (meters)                     COMP
 PL0616  Z           -   4,459,295.816 (meters)                     COMP
 PL0616  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 PL0616  ELLIP HEIGHT-         285.43  (meters)          (07/12/02) GPS OBS
 PL0616  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 PL0616
 PL0616  HORZ ORDER  -  B
 PL0616  ELLP ORDER  -  FOURTH    CLASS II
 PL0616
 PL0616.The horizontal coordinates were established by GPS observations
 PL0616.and adjusted by the National Geodetic Survey in September 1995..
 PL0616
 PL0616.The orthometric height was determined by GPS observations and a
 PL0616.high-resolution geoid model.
 PL0616
 PL0616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0616
 PL0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0616
 PL0616.The ellipsoidal height was determined by GPS observations
 PL0616.and is referenced to NAD 83.
 PL0616
 PL0616.The geoid height was determined by GEOID03.
 PL0616
 PL0616;                    North         East     Units Scale Factor Converg.
 PL0616;SPC MI C     -   147,645.603 5,926,299.797   MT  0.99992651   -0 39 22.6
 PL0616;SPC MI C     -   484,401.58 19,443,240.80   iFT  0.99992651   -0 39 22.6
 PL0616;UTM  16      - 4,944,547.376   635,159.390   MT  0.99982465   +1 11 51.8
 PL0616
 PL0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0616!SPC MI C     -   0.99995525  x   0.99992651  =   0.99988176
 PL0616!UTM  16      -   0.99995525  x   0.99982465  =   0.99977991
 PL0616
 PL0616                          SUPERSEDED SURVEY CONTROL
 PL0616
 PL0616  ELLIP H (09/20/95)  285.44   (m)                       GP(       ) 1 2
 PL0616  NAD 83(1986)-  44 38 29.65032(N)    085 17 44.55012(W) AD(       ) 1
 PL0616
 PL0616.Superseded values are not recommended for survey control.
 PL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0616.See file dsdata.txt to determine how the superseded data were derived.
 PL0616
 PL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3515944547(NAD 83)
 PL0616_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0616_SP_SET: CONCRETE POST
 PL0616_STAMPING: 40206 1993
 PL0616_MARK LOGO: MIDT  
 PL0616_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0616+STABILITY: SURFACE MOTION
 PL0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0616+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1994
 PL0616
 PL0616  HISTORY     - Date     Condition        Report By
 PL0616  HISTORY     - 1993     MONUMENTED       MIDT
 PL0616  HISTORY     - 19941017 GOOD             NGS
 PL0616  HISTORY     - 20010806 GOOD             NGS
 PL0616
 PL0616                          STATION DESCRIPTION
 PL0616
 PL0616'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0616'STATION IS LOCATED IN QUAD 440851 ON THE SOUTH BOARDMAN QUADRANGLE
 PL0616'MAP. STATION IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-26-N, R-8-W,
 PL0616'BOARDMAN TOWNSHIP.  ABOUT 0.5 MI (0.8 KM) WEST OF SOUTH BOARDMAN,
 PL0616'ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF KALKASKA AND ABOUT 12 MI
 PL0616'(19.3 KM) EASTERLY OF KINGSLEY.
 PL0616'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 131 AND WEST
 PL0616'BOARDMAN ROAD, IN SOUTH BOARDMAN, GO WEST 0.5 MI (0.8 KM) ALONG WEST
 PL0616'BOARDMAN ROAD TO STATION ON RIGHT.
 PL0616'THE STATION IS 29.5 FT (9.0 M) NORTH OF CENTER OF WEST BOARDMAN ROAD,
 PL0616'128.0 FT (39.0 M) EAST OF A UTILITY POLE, 48.0 FT (14.6 M) SOUTHEAST
 PL0616'OF A 4-INCH PINE, 183.0 FT (55.8 M) WEST OF A UTILITY POLE AND 3.0 FT
 PL0616'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0616
 PL0616                          STATION RECOVERY (1994)
 PL0616
 PL0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PL0616'STATION IS LOCATED IN QUAD 440851 ON THE SOUTH BOARDMAN QUADRANGLE
 PL0616'MAP.  STATION IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-26-N, R-8-W,
 PL0616'BOARDMAN TOWNSHIP.  STATION IS ABOUT 0.3 MI (0.5 KM) SOUTH OF
 PL0616'BOARDMAN, ABOUT 8 MI (12.9 KM) SOUTHWEST OF KALKASKA AND ABOUT 12 MI
 PL0616'(19.3 KM) EAST OF KINGSLEY.  TO REACH FROM THE INTERSECTION OF U.S.
 PL0616'HIGHWAY 131 AND WEST BOARDMAN ROAD, IN SOUTH BOARDMAN, GO WEST 0.5 MI
 PL0616'(0.8 KM) ALONG WEST BOARDMAN ROAD TO THE STATION ON RIGHT.  STATION IS
 PL0616'29.5 FT (9.0 M) NORTH FROM THE CENTER OF WEST BOARDMAN ROAD, 128.0 FT
 PL0616'(39.0 M) EAST FROM A UTILITY POLE, 48.0 FT (14.6 M) SOUTHEAST OF A 4
 PL0616'INCH PINE TREE, 183.0 FT (55.8 M) WEST OF A UTILITY POLE AND 3.0 FT
 PL0616'(0.9 M) SOUTH FROM METAL WITNESS POST AND SIGN.
 PL0616
 PL0616                          STATION RECOVERY (2001)
 PL0616
 PL0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0616'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0617 ***********************************************************************
 PL0617  DESIGNATION -  40207
 PL0617  PID         -  PL0617
 PL0617  STATE/COUNTY-  MI/KALKASKA
 PL0617  USGS QUAD   -  KALKASKA (1985)
 PL0617
 PL0617                         *CURRENT SURVEY CONTROL
 PL0617  ___________________________________________________________________
 PL0617* NAD 83(1994)-  44 40 16.89331(N)    085 14 21.88009(W)     ADJUSTED  
 PL0617* NAVD 88     -       314.1    (meters)    1031.     (feet)  GPS OBS   
 PL0617  ___________________________________________________________________
 PL0617  X           -     377,079.251 (meters)                     COMP
 PL0617  Y           -  -4,527,866.148 (meters)                     COMP
 PL0617  Z           -   4,461,647.052 (meters)                     COMP
 PL0617  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 PL0617  ELLIP HEIGHT-         280.32  (meters)          (02/03/97) GPS OBS
 PL0617  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PL0617
 PL0617  HORZ ORDER  -  FIRST
 PL0617  ELLP ORDER  -  FOURTH    CLASS I
 PL0617
 PL0617.The horizontal coordinates were established by GPS observations
 PL0617.and adjusted by the National Geodetic Survey in February 1997..
 PL0617
 PL0617.The orthometric height was determined by GPS observations and a
 PL0617.high-resolution geoid model.
 PL0617
 PL0617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0617
 PL0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0617
 PL0617.The ellipsoidal height was determined by GPS observations
 PL0617.and is referenced to NAD 83.
 PL0617
 PL0617.The geoid height was determined by GEOID03.
 PL0617
 PL0617;                    North         East     Units Scale Factor Converg.
 PL0617;SPC MI C     -   150,905.853 5,930,801.226   MT  0.99992392   -0 36 59.4
 PL0617;SPC MI C     -   495,097.94 19,458,009.27   iFT  0.99992392   -0 36 59.4
 PL0617;UTM  16      - 4,947,951.254   639,552.561   MT  0.99983949   +1 14 16.7
 PL0617
 PL0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0617!SPC MI C     -   0.99995605  x   0.99992392  =   0.99987997
 PL0617!UTM  16      -   0.99995605  x   0.99983949  =   0.99979555
 PL0617
 PL0617                          SUPERSEDED SURVEY CONTROL
 PL0617
 PL0617  NAD 83(1986)-  44 40 16.89016(N)    085 14 21.87872(W) AD(       ) 1
 PL0617
 PL0617.Superseded values are not recommended for survey control.
 PL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0617.See file dsdata.txt to determine how the superseded data were derived.
 PL0617
 PL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3955347951(NAD 83)
 PL0617_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0617_SP_SET: CONCRETE POST
 PL0617_STAMPING: 40207 1993
 PL0617_MARK LOGO: MIDT  
 PL0617_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0617+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0617
 PL0617  HISTORY     - Date     Condition        Report By
 PL0617  HISTORY     - 1993     MONUMENTED       MIDT
 PL0617  HISTORY     - 20010806 GOOD             NGS
 PL0617
 PL0617                          STATION DESCRIPTION
 PL0617
 PL0617'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0617'STATION IS LOCATED IN QUAD 440851 ON THE KALKASKA QUADRANGLE MAP.  IT
 PL0617'IS IN THE SOUTHEAST 1/4 OF SECTION 2, T-26-N, R-8-W, BOARDMAN
 PL0617'TOWNSHIP.  ABOUT 5 MI (8.0 KM) SOUTHWEST OF KALKASKA, ABOUT 3.5 MI
 PL0617'(5.6 KM) NORTHEAST OF SOUTH BOARDMAN AND ABOUT 12 MI (19.3 KM)
 PL0617'SOUTHEAST OF WILLIAMSBURG.
 PL0617'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY M-72 EAST AND
 PL0617'UNITED STATES HIGHWAY 131 ON THE SOUTH EDGE OF KALKASKA, GO SOUTH 4.0
 PL0617'MI (6.4 KM) ALONG UNITED STATES HIGHWAY 131 TO THE STATION ON RIGHT.
 PL0617'STATION IS 63.3 FT (19.3 M) EAST OF A UTILITY POLE, 39.5 FT (12.0 M)
 PL0617'WEST OF THE CENTER OF UNITED STATES HIGHWAY 131, 164.0 FT (50.0 M)
 PL0617'NORTHEAST OF THE NORTHEAST CORNER OF A METAL POLE BUILDING, 154.0 FT
 PL0617'(46.9 M) NORTH OF THE CENTER OF DRIVE FOR THE METAL POLE BUILDING
 PL0617'AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0617
 PL0617                          STATION RECOVERY (2001)
 PL0617
 PL0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0618 ***********************************************************************
 PL0618  DESIGNATION -  40208
 PL0618  PID         -  PL0618
 PL0618  STATE/COUNTY-  MI/KALKASKA
 PL0618  USGS QUAD   -  KALKASKA (1985)
 PL0618
 PL0618                         *CURRENT SURVEY CONTROL
 PL0618  ___________________________________________________________________
 PL0618* NAD 83(1994)-  44 40 49.64350(N)    085 13 40.52354(W)     ADJUSTED  
 PL0618* NAVD 88     -       316.4    (meters)    1038.     (feet)  GPS OBS   
 PL0618  ___________________________________________________________________
 PL0618  X           -     377,928.093 (meters)                     COMP
 PL0618  Y           -  -4,527,083.734 (meters)                     COMP
 PL0618  Z           -   4,462,367.582 (meters)                     COMP
 PL0618  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 PL0618  ELLIP HEIGHT-         282.63  (meters)          (02/03/97) GPS OBS
 PL0618  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 PL0618
 PL0618  HORZ ORDER  -  FIRST
 PL0618  ELLP ORDER  -  FOURTH    CLASS I
 PL0618
 PL0618.The horizontal coordinates were established by GPS observations
 PL0618.and adjusted by the National Geodetic Survey in February 1997..
 PL0618
 PL0618.The orthometric height was determined by GPS observations and a
 PL0618.high-resolution geoid model.
 PL0618
 PL0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0618
 PL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0618
 PL0618.The ellipsoidal height was determined by GPS observations
 PL0618.and is referenced to NAD 83.
 PL0618
 PL0618.The geoid height was determined by GEOID03.
 PL0618
 PL0618;                    North         East     Units Scale Factor Converg.
 PL0618;SPC MI C     -   151,906.921 5,931,722.788   MT  0.99992318   -0 36 30.2
 PL0618;SPC MI C     -   498,382.29 19,461,032.77   iFT  0.99992318   -0 36 30.2
 PL0618;UTM  16      - 4,948,981.536   640,441.170   MT  0.99984255   +1 14 46.5
 PL0618
 PL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0618!SPC MI C     -   0.99995569  x   0.99992318  =   0.99987887
 PL0618!UTM  16      -   0.99995569  x   0.99984255  =   0.99979824
 PL0618
 PL0618                          SUPERSEDED SURVEY CONTROL
 PL0618
 PL0618  NAD 83(1986)-  44 40 49.64034(N)    085 13 40.52217(W) AD(       ) 1
 PL0618
 PL0618.Superseded values are not recommended for survey control.
 PL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0618.See file dsdata.txt to determine how the superseded data were derived.
 PL0618
 PL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4044148982(NAD 83)
 PL0618_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0618_SP_SET: CONCRETE POST
 PL0618_STAMPING: 40208 1993
 PL0618_MARK LOGO: MIDT  
 PL0618_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0618+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0618
 PL0618  HISTORY     - Date     Condition        Report By
 PL0618  HISTORY     - 1993     MONUMENTED       MIDT
 PL0618  HISTORY     - 20010806 GOOD             NGS
 PL0618
 PL0618                          STATION DESCRIPTION
 PL0618
 PL0618'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0618'STATION IS LOCATED IN QUAD 440851 ON THE KALKASKA QUADRANGLE MAP. IT
 PL0618'IS IN THE NORTHWEST 1/4 OF SECTION 1, T-26-N, R-18-W, BOARDMAN
 PL0618'TOWNSHIP.  ABOUT 2.3 MI (3.7 KM) SOUTHWEST OF KALKASKA, ABOUT 4 MI
 PL0618'(6.4 KM) NORTHEAST OF SOUTH BOARDMAN, ABOUT 12 MI (19.3 KM) SOUTHEAST
 PL0618'OF WILLIAMSBURG AND ON HIGHWAY RIGHT-OF-WAY.
 PL0618'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0618'AND STATE HIGHWAY M-72 EAST ON THE SOUTH EDGE OF KALKASKA, GO SOUTH
 PL0618'3.1 MI (5.0 KM) ALONG UNITED STATES HIGHWAY 131 TO STATION ON LEFT.
 PL0618'STATION IS 37.5 FT (11.4 M) SOUTHEAST OF CENTER OF UNITED STATES
 PL0618'HIGHWAY 131, 86.0 FT (26.2 M) NORTHWEST OF THE WEST RAIL OF
 PL0618'PENNSYLVANIA RAILROAD TRACK, 70 FT (21.3 M) NORTH OF A 10 INCH CLUMP
 PL0618'OF ELM TREES, 47.0 FT (14.3 M) NORTHWEST OF AN 8 INCH CLUMP OF ELM
 PL0618'TREES AND 2.0 FT (0.6 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 PL0618
 PL0618                          STATION RECOVERY (2001)
 PL0618
 PL0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0618'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0619 ***********************************************************************
 PL0619  DESIGNATION -  40209
 PL0619  PID         -  PL0619
 PL0619  STATE/COUNTY-  MI/KALKASKA
 PL0619  USGS QUAD   -  LEETSVILLE (1985)
 PL0619
 PL0619                         *CURRENT SURVEY CONTROL
 PL0619  ___________________________________________________________________
 PL0619* NAD 83(1994)-  44 45 02.40735(N)    085 13 42.58453(W)     ADJUSTED  
 PL0619* NAVD 88     -       312.1    (meters)    1024.     (feet)  GPS OBS   
 PL0619  ___________________________________________________________________
 PL0619  X           -     377,425.934 (meters)                     COMP
 PL0619  Y           -  -4,521,613.496 (meters)                     COMP
 PL0619  Z           -   4,467,909.191 (meters)                     COMP
 PL0619  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 PL0619  ELLIP HEIGHT-         278.23  (meters)          (02/03/97) GPS OBS
 PL0619  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 PL0619
 PL0619  HORZ ORDER  -  FIRST
 PL0619  ELLP ORDER  -  FOURTH    CLASS I
 PL0619
 PL0619.The horizontal coordinates were established by GPS observations
 PL0619.and adjusted by the National Geodetic Survey in February 1997..
 PL0619
 PL0619.The orthometric height was determined by GPS observations and a
 PL0619.high-resolution geoid model.
 PL0619
 PL0619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0619
 PL0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0619
 PL0619.The ellipsoidal height was determined by GPS observations
 PL0619.and is referenced to NAD 83.
 PL0619
 PL0619.The geoid height was determined by GEOID03.
 PL0619
 PL0619;                    North         East     Units Scale Factor Converg.
 PL0619;SPC MI C     -   159,708.757 5,931,760.302   MT  0.99991834   -0 36 31.7
 PL0619;SPC MI C     -   523,978.86 19,461,155.85   iFT  0.99991834   -0 36 31.7
 PL0619;UTM  16      - 4,956,779.885   640,226.077   MT  0.99984180   +1 14 50.6
 PL0619
 PL0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0619!SPC MI C     -   0.99995638  x   0.99991834  =   0.99987472
 PL0619!UTM  16      -   0.99995638  x   0.99984180  =   0.99979818
 PL0619
 PL0619                          SUPERSEDED SURVEY CONTROL
 PL0619
 PL0619  NAD 83(1986)-  44 45 02.40412(N)    085 13 42.58315(W) AD(       ) 1
 PL0619
 PL0619.Superseded values are not recommended for survey control.
 PL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0619.See file dsdata.txt to determine how the superseded data were derived.
 PL0619
 PL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4022656780(NAD 83)
 PL0619_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0619_SP_SET: CONCRETE POST
 PL0619_STAMPING: 40209 1993
 PL0619_MARK LOGO: MIDT  
 PL0619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0619
 PL0619  HISTORY     - Date     Condition        Report By
 PL0619  HISTORY     - 1993     MONUMENTED       MIDT
 PL0619  HISTORY     - 20010806 GOOD             NGS
 PL0619
 PL0619                          STATION DESCRIPTION
 PL0619
 PL0619'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0619'STATION IS LOCATED IN QUAD 440851 ON THE LEETSVILLE QUADRANGLE MAP. IT
 PL0619'IS IN THE NORTHWEST 1/4 OF SECTION 12, T-27-N, R-7-W, KALKASKA
 PL0619'TOWNSHIP.  ABOUT 2.75 MI (4.43 KM) NORTHWEST OF KALKASKA, ABOUT 8.0
 PL0619'MI (12.9 KM) NORTHEAST OF SOUTH BOARDMAN AND ABOUT 6 MI (9.7 KM)
 PL0619'SOUTHEAST OF RAPID CITY.
 PL0619'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0619'AND STATE HIGHWAY M-72 WEST ON THE NORTH SIDE OF KALKASKA, GO WEST
 PL0619'2.9 MI (4.7 KM) ALONG STATE HIGHWAY M-72 TO STATION ON RIGHT.
 PL0619'STATION IS 70.5 FT (21.5 M) NORTHWEST OF A UTILITY POLE, 75.3 FT
 PL0619'(23.0 M) NORTHWEST OF A PAIR OF PHONE PEDESTALS, 81.5 FT (24.8 M)
 PL0619'SOUTH OF A 15 INCH TWIN POPLAR TREE, 42.0 FT (12.8 M) NORTHEAST OF
 PL0619'CENTER STATE HIGHWAY M-72, AND 3.0 FT (0.9 M) SOUTH OF A METAL
 PL0619'WITNESS POST WITH SIGN.
 PL0619
 PL0619                          STATION RECOVERY (2001)
 PL0619
 PL0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0620 ***********************************************************************
 PL0620  DESIGNATION -  40210
 PL0620  PID         -  PL0620
 PL0620  STATE/COUNTY-  MI/KALKASKA
 PL0620  USGS QUAD   -  LEETSVILLE (1985)
 PL0620
 PL0620                         *CURRENT SURVEY CONTROL
 PL0620  ___________________________________________________________________
 PL0620* NAD 83(1994)-  44 45 42.02092(N)    085 14 39.71948(W)     ADJUSTED  
 PL0620* NAVD 88     -       307.7    (meters)    1010.     (feet)  GPS OBS   
 PL0620  ___________________________________________________________________
 PL0620  X           -     376,101.797 (meters)                     COMP
 PL0620  Y           -  -4,520,856.673 (meters)                     COMP
 PL0620  Z           -   4,468,774.429 (meters)                     COMP
 PL0620  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 PL0620  ELLIP HEIGHT-         273.78  (meters)          (02/03/97) GPS OBS
 PL0620  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 PL0620
 PL0620  HORZ ORDER  -  FIRST
 PL0620  ELLP ORDER  -  FOURTH    CLASS I
 PL0620
 PL0620.The horizontal coordinates were established by GPS observations
 PL0620.and adjusted by the National Geodetic Survey in February 1997..
 PL0620
 PL0620.The orthometric height was determined by GPS observations and a
 PL0620.high-resolution geoid model.
 PL0620
 PL0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0620
 PL0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0620
 PL0620.The ellipsoidal height was determined by GPS observations
 PL0620.and is referenced to NAD 83.
 PL0620
 PL0620.The geoid height was determined by GEOID03.
 PL0620
 PL0620;                    North         East     Units Scale Factor Converg.
 PL0620;SPC MI C     -   160,944.877 5,930,516.928   MT  0.99991771   -0 37 12.0
 PL0620;SPC MI C     -   528,034.37 19,457,076.54   iFT  0.99991771   -0 37 12.0
 PL0620;UTM  16      - 4,957,974.985   638,943.415   MT  0.99983740   +1 14 11.2
 PL0620
 PL0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0620!SPC MI C     -   0.99995708  x   0.99991771  =   0.99987479
 PL0620!UTM  16      -   0.99995708  x   0.99983740  =   0.99979448
 PL0620
 PL0620                          SUPERSEDED SURVEY CONTROL
 PL0620
 PL0620  NAD 83(1986)-  44 45 42.01765(N)    085 14 39.71809(W) AD(       ) 1
 PL0620
 PL0620.Superseded values are not recommended for survey control.
 PL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0620.See file dsdata.txt to determine how the superseded data were derived.
 PL0620
 PL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3894357975(NAD 83)
 PL0620_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0620_SP_SET: CONCRETE POST
 PL0620_STAMPING: 40210 1993
 PL0620_MARK LOGO: MIDT  
 PL0620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0620+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0620
 PL0620  HISTORY     - Date     Condition        Report By
 PL0620  HISTORY     - 1993     MONUMENTED       MIDT
 PL0620  HISTORY     - 20010806 GOOD             NGS
 PL0620
 PL0620                          STATION DESCRIPTION
 PL0620
 PL0620'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0620'STATION IS LOCATED IN QUAD 440851 ON THE LEETSVILLE QUADRANGLE MAP. IT
 PL0620'IS IN THE SOUTHWEST 1/4 OF SECTION 2, T-27-N, R-8-W, KALKASKA
 PL0620'TOWNSHIP.  ABOUT 4.0 MI (6.4 KM) NORTHWEST OF KALKASKA, ABOUT 8 MI
 PL0620'(12.9 KM) NORTH OF SOUTH BOARDMAN AND ABOUT 5.5 MI (8.9 KM) SOUTHEAST
 PL0620'OF RAPID CITY.
 PL0620'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0620'HIGHWAY M-72 WEST ON THE NORTH SIDE OF KALKASKA, GO WEST 4.0 MI
 PL0620'(6.4 KM) ALONG STATE HIGHWAY M-72 TO STATION ON LEFT.
 PL0620'STATION IS 76.0 FT (23.2 M) SOUTHEAST OF A 30 INCH BEECH TREE, 33.0 FT
 PL0620'(10.1 M) NORTHWEST OF THE MIDDLE OF DIRT TRAIL, 33.5 FT (10.2 M)
 PL0620'SOUTHWEST OF THE CENTER OF STATE HIGHWAY M-72, 46.2 FT (14.1 M)
 PL0620'NORTHEAST OF A 8-INCH MAPLE TREE WITH NAIL AND TAG, AND 3.0 FT
 PL0620'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0620
 PL0620                          STATION RECOVERY (2001)
 PL0620
 PL0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0620'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0384 ***********************************************************************
 NE0384  DESIGNATION -  41 1/2
 NE0384  PID         -  NE0384
 NE0384  STATE/COUNTY-  MI/OAKLAND
 NE0384  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0384
 NE0384                         *CURRENT SURVEY CONTROL
 NE0384  ___________________________________________________________________
 NE0384* NAD 83(1986)-  42 34 15.     (N)    083 22 18.     (W)     SCALED    
 NE0384* NAVD 88     -       284.670  (meters)     933.95   (feet)  ADJUSTED  
 NE0384  ___________________________________________________________________
 NE0384  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NE0384  DYNAMIC HT  -         284.588 (meters)     933.69  (feet)  COMP
 NE0384  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 NE0384
 NE0384  VERT ORDER  -  SECOND    CLASS 0
 NE0384
 NE0384.The horizontal coordinates were scaled from a topographic map and have
 NE0384.an estimated accuracy of +/- 6 seconds.
 NE0384
 NE0384.The orthometric height was determined by differential leveling
 NE0384.and adjusted by the National Geodetic Survey in June 1991..
 NE0384
 NE0384.The geoid height was determined by GEOID03.
 NE0384
 NE0384.The dynamic height is computed by dividing the NAVD 88
 NE0384.geopotential number by the normal gravity value computed on the
 NE0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0384.degrees latitude (g = 980.6199 gals.).
 NE0384
 NE0384.The modeled gravity was interpolated from observed gravity values.
 NE0384
 NE0384;                    North         East    Units  Estimated Accuracy
 NE0384;SPC MI S     -   119,430.    4,081,690.      MT  (+/- 180 meters Scaled)
 NE0384
 NE0384                          SUPERSEDED SURVEY CONTROL
 NE0384
 NE0384  NGVD 29 (??/??/92)  284.792  (m)          934.36   (f) ADJ UNCH    2 0
 NE0384
 NE0384.Superseded values are not recommended for survey control.
 NE0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0384.See file dsdata.txt to determine how the superseded data were derived.
 NE0384
 NE0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH053158(NAD 83)
 NE0384_MARKER: B = BOLT
 NE0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0384_STAMPING: 41-1/2
 NE0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0384+STABILITY: SURFACE MOTION
 NE0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0384+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 NE0384
 NE0384  HISTORY     - Date     Condition        Report By
 NE0384  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0384  HISTORY     - 1934     GOOD             NGS
 NE0384  HISTORY     - 20060321 GOOD             INDIV
 NE0384
 NE0384                          STATION DESCRIPTION
 NE0384
 NE0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0384'1.5 MI SW FROM ORCHARD LAKE.
 NE0384'1.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0384'ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF MILEPOST 41,
 NE0384'67 YARDS EAST OF POWER-TRANSMISSION LINE POLE 462, 22.2 FEET
 NE0384'NORTH OF THE NORTH RAIL, 2.2 FEET SOUTH OF THE RIGHT-OF-WAY
 NE0384'FENCE, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0384'BOLT, STAMPED 41-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0384
 NE0384                          STATION RECOVERY (2006)
 NE0384
 NE0384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0384'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0147 ***********************************************************************
 QK0147  DESIGNATION -  412
 QK0147  PID         -  QK0147
 QK0147  STATE/COUNTY-  MI/CHARLEVOIX
 QK0147  USGS QUAD   -  BOYNE FALLS (1986)
 QK0147
 QK0147                         *CURRENT SURVEY CONTROL
 QK0147  ___________________________________________________________________
 QK0147* NAD 83(1986)-  45 12 23.     (N)    084 55 26.     (W)     SCALED    
 QK0147* NAVD 88     -       217.617  (meters)     713.97   (feet)  ADJUSTED  
 QK0147  ___________________________________________________________________
 QK0147  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 QK0147  DYNAMIC HT  -         217.606 (meters)     713.93  (feet)  COMP
 QK0147  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 QK0147
 QK0147  VERT ORDER  -  SECOND    CLASS 0
 QK0147
 QK0147.The horizontal coordinates were scaled from a topographic map and have
 QK0147.an estimated accuracy of +/- 6 seconds.
 QK0147
 QK0147.The orthometric height was determined by differential leveling
 QK0147.and adjusted by the National Geodetic Survey in June 1991..
 QK0147
 QK0147.The geoid height was determined by GEOID03.
 QK0147
 QK0147.The dynamic height is computed by dividing the NAVD 88
 QK0147.geopotential number by the normal gravity value computed on the
 QK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0147.degrees latitude (g = 980.6199 gals.).
 QK0147
 QK0147.The modeled gravity was interpolated from observed gravity values.
 QK0147
 QK0147;                    North         East    Units  Estimated Accuracy
 QK0147;SPC MI C     -   210,140.    5,956,230.      MT  (+/- 180 meters Scaled)
 QK0147
 QK0147                          SUPERSEDED SURVEY CONTROL
 QK0147
 QK0147  NGVD 29 (??/??/92)  217.710  (m)          714.27   (f) ADJ UNCH    2 0
 QK0147
 QK0147.Superseded values are not recommended for survey control.
 QK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0147.See file dsdata.txt to determine how the superseded data were derived.
 QK0147
 QK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR630079(NAD 83)
 QK0147_MARKER: Z = SEE DESCRIPTION
 QK0147_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0147_SP_SET: RAIL
 QK0147_STAMPING: 412
 QK0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0147
 QK0147  HISTORY     - Date     Condition        Report By
 QK0147  HISTORY     - UNK      MONUMENTED       PRR
 QK0147  HISTORY     - 1938     GOOD             NGS
 QK0147
 QK0147                          STATION DESCRIPTION
 QK0147
 QK0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0147'3 MI N FROM BOYNE FALLS.
 QK0147'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0147'AT BOYNE FALLS, CHARLEVOIX COUNTY, OPPOSITE MILEPOST 412, 35
 QK0147'YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 131, 40 YARDS
 QK0147'EAST OF TELEPHONE POLE 7462, 2 YARDS EAST OF THE EAST RAIL, AND
 QK0147'LEVEL WITH THE BASE OF THE RAIL.  THE TOP OF A VERTICAL SECTION
 QK0147'OF RAIL, STAMPED 412 AND PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0143 ***********************************************************************
 QK0143  DESIGNATION -  416
 QK0143  PID         -  QK0143
 QK0143  STATE/COUNTY-  MI/CHARLEVOIX
 QK0143  USGS QUAD   -  DEADMANS HILL (1986)
 QK0143
 QK0143                         *CURRENT SURVEY CONTROL
 QK0143  ___________________________________________________________________
 QK0143* NAD 83(1986)-  45 15 45.     (N)    084 54 56.     (W)     SCALED    
 QK0143* NAVD 88     -       216.954  (meters)     711.79   (feet)  ADJUSTED  
 QK0143  ___________________________________________________________________
 QK0143  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QK0143  DYNAMIC HT  -         216.944 (meters)     711.76  (feet)  COMP
 QK0143  MODELED GRAV-     980,565.7   (mgal)                       NAVD 88
 QK0143
 QK0143  VERT ORDER  -  SECOND    CLASS 0
 QK0143
 QK0143.The horizontal coordinates were scaled from a topographic map and have
 QK0143.an estimated accuracy of +/- 6 seconds.
 QK0143
 QK0143.The orthometric height was determined by differential leveling
 QK0143.and adjusted by the National Geodetic Survey in June 1991..
 QK0143
 QK0143.The geoid height was determined by GEOID03.
 QK0143
 QK0143.The dynamic height is computed by dividing the NAVD 88
 QK0143.geopotential number by the normal gravity value computed on the
 QK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0143.degrees latitude (g = 980.6199 gals.).
 QK0143
 QK0143.The modeled gravity was interpolated from observed gravity values.
 QK0143
 QK0143;                    North         East    Units  Estimated Accuracy
 QK0143;SPC MI C     -   216,370.    5,956,920.      MT  (+/- 180 meters Scaled)
 QK0143
 QK0143                          SUPERSEDED SURVEY CONTROL
 QK0143
 QK0143  NGVD 29 (??/??/92)  217.048  (m)          712.10   (f) ADJ UNCH    2 0
 QK0143
 QK0143.Superseded values are not recommended for survey control.
 QK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0143.See file dsdata.txt to determine how the superseded data were derived.
 QK0143
 QK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR635142(NAD 83)
 QK0143_MARKER: Z = SEE DESCRIPTION
 QK0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0143_SP_SET: RAIL
 QK0143_STAMPING: 416
 QK0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0143
 QK0143  HISTORY     - Date     Condition        Report By
 QK0143  HISTORY     - UNK      MONUMENTED       PRR
 QK0143  HISTORY     - 1938     GOOD             NGS
 QK0143
 QK0143                          STATION DESCRIPTION
 QK0143
 QK0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0143'7 MI N FROM BOYNE FALLS.
 QK0143'7.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 QK0143'STATION AT BOYNE FALLS, CHARLEVOIX COUNTY, OPPOSITE MILEPOST 416,
 QK0143'35 YARDS EAST OF TELEPHONE POLE 7612-1/2, 25 YARDS WEST OF THE
 QK0143'CROSSING OF COUNTY ROAD 630, 2 YARDS EAST OF THE EAST RAIL, AND
 QK0143'7 INCHES LOWER THAN THE BASE OF THE RAIL.  THE TOP OF A SECTION
 QK0143'OF RAIL, STAMPED 416 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0300 ***********************************************************************
 NE0300  DESIGNATION -  42 1/2
 NE0300  PID         -  NE0300
 NE0300  STATE/COUNTY-  MI/ST CLAIR
 NE0300  USGS QUAD   -  ADAIR (1991)
 NE0300
 NE0300                         *CURRENT SURVEY CONTROL
 NE0300  ___________________________________________________________________
 NE0300* NAD 83(1986)-  42 51 33.     (N)    082 41 30.     (W)     SCALED    
 NE0300* NAVD 88     -       208.87   (+/-2cm)     685.3    (feet)  VERTCON   
 NE0300  ___________________________________________________________________
 NE0300  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0300
 NE0300  VERT ORDER  -  ? (See Below)
 NE0300
 NE0300.The horizontal coordinates were scaled from a topographic map and have
 NE0300.an estimated accuracy of +/- 6 seconds.
 NE0300
 NE0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0300.The vertical order pertains to the NGVD 29 superseded value.
 NE0300
 NE0300.The geoid height was determined by GEOID03.
 NE0300
 NE0300;                    North         East    Units  Estimated Accuracy
 NE0300;SPC MI S     -   152,330.    4,136,870.      MT  (+/- 180 meters Scaled)
 NE0300
 NE0300                          SUPERSEDED SURVEY CONTROL
 NE0300
 NE0300  NGVD 29 (??/??/92)  209.004  (m)          685.71   (f) ADJ UNCH    ?  
 NE0300
 NE0300.Superseded values are not recommended for survey control.
 NE0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0300.See file dsdata.txt to determine how the superseded data were derived.
 NE0300
 NE0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH617465(NAD 83)
 NE0300_MARKER: DD = SURVEY DISK
 NE0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0300_STAMPING: BM NO 42 1/2
 NE0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0300+STABILITY: SURFACE MOTION
 NE0300
 NE0300  HISTORY     - Date     Condition        Report By
 NE0300  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0300  HISTORY     - 1934     GOOD             NGS
 NE0300  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0300  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0300
 NE0300                          STATION DESCRIPTION
 NE0300
 NE0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0300'2.1 MI SW FROM COLUMBUS.
 NE0300'2.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0300'STATION AT COLUMBUS, ST. CLAIR COUNTY, AT A DIRT-ROAD CROSSING,
 NE0300'47 YARDS NORTHWEST OF THE CROSSING OF THE CENTERLINE OF THE
 NE0300'ROAD AND THE EAST RAIL, 45 FEET WEST OF THE WEST RAIL, 1.5
 NE0300'FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER THAN
 NE0300'THE TOP OF THE RAIL.  A 1 1/2 INCH BRONZE PLUG, STAMPED B.M.
 NE0300'NO. 42 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0300
 NE0300                          STATION RECOVERY (1988)
 NE0300
 NE0300'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0300'MARK NOT FOUND.
 NE0300
 NE0300                          STATION RECOVERY (1999)
 NE0300
 NE0300'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0383 ***********************************************************************
 NE0383  DESIGNATION -  42 1/2
 NE0383  PID         -  NE0383
 NE0383  STATE/COUNTY-  MI/OAKLAND
 NE0383  USGS QUAD   -  WALLED LAKE (1983)
 NE0383
 NE0383                         *CURRENT SURVEY CONTROL
 NE0383  ___________________________________________________________________
 NE0383* NAD 83(1986)-  42 34 06.     (N)    083 23 22.     (W)     SCALED    
 NE0383* NAVD 88     -       295.892  (meters)     970.77   (feet)  ADJUSTED  
 NE0383  ___________________________________________________________________
 NE0383  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NE0383  DYNAMIC HT  -         295.807 (meters)     970.49  (feet)  COMP
 NE0383  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 NE0383
 NE0383  VERT ORDER  -  SECOND    CLASS 0
 NE0383
 NE0383.The horizontal coordinates were scaled from a topographic map and have
 NE0383.an estimated accuracy of +/- 6 seconds.
 NE0383
 NE0383.The orthometric height was determined by differential leveling
 NE0383.and adjusted by the National Geodetic Survey in June 1991..
 NE0383
 NE0383.The geoid height was determined by GEOID03.
 NE0383
 NE0383.The dynamic height is computed by dividing the NAVD 88
 NE0383.geopotential number by the normal gravity value computed on the
 NE0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0383.degrees latitude (g = 980.6199 gals.).
 NE0383
 NE0383.The modeled gravity was interpolated from observed gravity values.
 NE0383
 NE0383;                    North         East    Units  Estimated Accuracy
 NE0383;SPC MI S     -   119,130.    4,080,230.      MT  (+/- 180 meters Scaled)
 NE0383
 NE0383                          SUPERSEDED SURVEY CONTROL
 NE0383
 NE0383  NGVD 29 (??/??/92)  296.013  (m)          971.17   (f) ADJ UNCH    2 0
 NE0383
 NE0383.Superseded values are not recommended for survey control.
 NE0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0383.See file dsdata.txt to determine how the superseded data were derived.
 NE0383
 NE0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH038156(NAD 83)
 NE0383_MARKER: B = BOLT
 NE0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0383_STAMPING: 42-1/2
 NE0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0383+STABILITY: SURFACE MOTION
 NE0383
 NE0383  HISTORY     - Date     Condition        Report By
 NE0383  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0383  HISTORY     - 1934     GOOD             NGS
 NE0383  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0383
 NE0383                          STATION DESCRIPTION
 NE0383
 NE0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0383'2.5 MI SW FROM ORCHARD LAKE.
 NE0383'2.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0383'THE STATION AT ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF
 NE0383'MILEPOST 42, 28 YARDS WEST OF POWER-TRANSMISSION LINE POLE 469,
 NE0383'20.3 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY
 NE0383'FENCE, AND ABOUT 5 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0383'BOLT, STAMPED 42-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0383
 NE0383                          STATION RECOVERY (2002)
 NE0383
 NE0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0383'RAILWAY HAS BEEN ABANDONED AND RAILS REMOVED. BEING USED FOR RAILS FOR
 NE0383'TRAILS PROGRAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0305 ***********************************************************************
 OK0305  DESIGNATION -  42 1/2
 OK0305  PID         -  OK0305
 OK0305  STATE/COUNTY-  MI/MONTCALM
 OK0305  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0305
 OK0305                         *CURRENT SURVEY CONTROL
 OK0305  ___________________________________________________________________
 OK0305* NAD 83(1986)-  43 12 01.     (N)    085 17 28.     (W)     SCALED    
 OK0305* NAVD 88     -       256.197  (meters)     840.54   (feet)  ADJUSTED  
 OK0305  ___________________________________________________________________
 OK0305  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 OK0305  DYNAMIC HT  -         256.142 (meters)     840.36  (feet)  COMP
 OK0305  MODELED GRAV-     980,399.2   (mgal)                       NAVD 88
 OK0305
 OK0305  VERT ORDER  -  SECOND    CLASS 0
 OK0305
 OK0305.The horizontal coordinates were scaled from a topographic map and have
 OK0305.an estimated accuracy of +/- 6 seconds.
 OK0305
 OK0305.The orthometric height was determined by differential leveling
 OK0305.and adjusted by the National Geodetic Survey in June 1991..
 OK0305
 OK0305.The geoid height was determined by GEOID03.
 OK0305
 OK0305.The dynamic height is computed by dividing the NAVD 88
 OK0305.geopotential number by the normal gravity value computed on the
 OK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0305.degrees latitude (g = 980.6199 gals.).
 OK0305
 OK0305.The modeled gravity was interpolated from observed gravity values.
 OK0305
 OK0305;                    North         East    Units  Estimated Accuracy
 OK0305;SPC MI S     -   189,280.    3,924,870.      MT  (+/- 180 meters Scaled)
 OK0305
 OK0305                          SUPERSEDED SURVEY CONTROL
 OK0305
 OK0305  NGVD 29 (??/??/92)  256.330  (m)          840.98   (f) ADJ UNCH    2 0
 OK0305
 OK0305.Superseded values are not recommended for survey control.
 OK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0305.See file dsdata.txt to determine how the superseded data were derived.
 OK0305
 OK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN388844(NAD 83)
 OK0305_MARKER: Z = SEE DESCRIPTION
 OK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0305_STAMPING: 42-1/2
 OK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0305+STABILITY: SURFACE MOTION
 OK0305
 OK0305  HISTORY     - Date     Condition        Report By
 OK0305  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0305  HISTORY     - 1934     GOOD             NGS
 OK0305  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0305  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0305
 OK0305                          STATION DESCRIPTION
 OK0305
 OK0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0305'2 MI W FROM GREENVILLE.
 OK0305'2 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0305'AT GREENVILLE, 50 YARDS WEST OF A WOODS, AT THE WEST BEND OF AN
 OK0305'S-CURVE IN A DEPRESSION, 2 FEET SOUTH OF A FENCE, AND 3 FEET
 OK0305'HIGHER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 42-1/2 AND
 OK0305'SET IN THE TOP OF A CONCRETE POST.
 OK0305
 OK0305                          STATION RECOVERY (1969)
 OK0305
 OK0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0305'MARK NOT FOUND.
 OK0305
 OK0305                          STATION RECOVERY (2001)
 OK0305
 OK0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0305'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0140 ***********************************************************************
 QK0140  DESIGNATION -  420
 QK0140  PID         -  QK0140
 QK0140  STATE/COUNTY-  MI/EMMET
 QK0140  USGS QUAD   -  DEADMANS HILL (1986)
 QK0140
 QK0140                         *CURRENT SURVEY CONTROL
 QK0140  ___________________________________________________________________
 QK0140* NAD 83(1986)-  45 19 05.     (N)    084 55 19.     (W)     SCALED    
 QK0140* NAVD 88     -       207.230  (meters)     679.89   (feet)  ADJUSTED  
 QK0140  ___________________________________________________________________
 QK0140  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0140  DYNAMIC HT  -         207.223 (meters)     679.86  (feet)  COMP
 QK0140  MODELED GRAV-     980,576.5   (mgal)                       NAVD 88
 QK0140
 QK0140  VERT ORDER  -  SECOND    CLASS 0
 QK0140
 QK0140.The horizontal coordinates were scaled from a topographic map and have
 QK0140.an estimated accuracy of +/- 6 seconds.
 QK0140
 QK0140.The orthometric height was determined by differential leveling
 QK0140.and adjusted by the National Geodetic Survey in June 1991..
 QK0140
 QK0140.The geoid height was determined by GEOID03.
 QK0140
 QK0140.The dynamic height is computed by dividing the NAVD 88
 QK0140.geopotential number by the normal gravity value computed on the
 QK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0140.degrees latitude (g = 980.6199 gals.).
 QK0140
 QK0140.The modeled gravity was interpolated from observed gravity values.
 QK0140
 QK0140;                    North         East    Units  Estimated Accuracy
 QK0140;SPC MI C     -   222,550.    5,956,460.      MT  (+/- 180 meters Scaled)
 QK0140
 QK0140                          SUPERSEDED SURVEY CONTROL
 QK0140
 QK0140  NGVD 29 (??/??/92)  207.323  (m)          680.19   (f) ADJ UNCH    2 0
 QK0140
 QK0140.Superseded values are not recommended for survey control.
 QK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0140.See file dsdata.txt to determine how the superseded data were derived.
 QK0140
 QK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR628203(NAD 83)
 QK0140_MARKER: Z = SEE DESCRIPTION
 QK0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0140_SP_SET: RAIL
 QK0140_STAMPING: 420
 QK0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0140
 QK0140  HISTORY     - Date     Condition        Report By
 QK0140  HISTORY     - UNK      MONUMENTED       PRR
 QK0140  HISTORY     - 1938     POOR             NGS
 QK0140  HISTORY     - 19960813 POOR             USPSQD
 QK0140
 QK0140                          STATION DESCRIPTION
 QK0140
 QK0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0140'4.8 MI S FROM PETOSKEY.
 QK0140'4.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0140'AT PETOSKEY, EMMET COUNTY, OPPOSITE MILEPOST 420, 2 YARDS EAST
 QK0140'OF THE EAST RAIL, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.
 QK0140'THE TOP OF A VERTICAL SECTION OF RAIL, STAMPED 420 AND
 QK0140'PROJECTING 10 INCHES ABOVE GROUND.  NOTE-- USE WITH CAUTION.
 QK0140
 QK0140                          STATION RECOVERY (1996)
 QK0140
 QK0140'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0140'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0138 ***********************************************************************
 QK0138  DESIGNATION -  422
 QK0138  PID         -  QK0138
 QK0138  STATE/COUNTY-  MI/EMMET
 QK0138  USGS QUAD   -  DEADMANS HILL (1986)
 QK0138
 QK0138                         *CURRENT SURVEY CONTROL
 QK0138  ___________________________________________________________________
 QK0138* NAD 83(1986)-  45 20 33.     (N)    084 56 34.     (W)     SCALED    
 QK0138* NAVD 88     -       210.134  (meters)     689.41   (feet)  ADJUSTED  
 QK0138  ___________________________________________________________________
 QK0138  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QK0138  DYNAMIC HT  -         210.127 (meters)     689.39  (feet)  COMP
 QK0138  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 QK0138
 QK0138  VERT ORDER  -  SECOND    CLASS 0
 QK0138
 QK0138.The horizontal coordinates were scaled from a topographic map and have
 QK0138.an estimated accuracy of +/- 6 seconds.
 QK0138
 QK0138.The orthometric height was determined by differential leveling
 QK0138.and adjusted by the National Geodetic Survey in June 1991..
 QK0138
 QK0138.The geoid height was determined by GEOID03.
 QK0138
 QK0138.The dynamic height is computed by dividing the NAVD 88
 QK0138.geopotential number by the normal gravity value computed on the
 QK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0138.degrees latitude (g = 980.6199 gals.).
 QK0138
 QK0138.The modeled gravity was interpolated from observed gravity values.
 QK0138
 QK0138;                    North         East    Units  Estimated Accuracy
 QK0138;SPC MI C     -   225,270.    5,954,850.      MT  (+/- 180 meters Scaled)
 QK0138
 QK0138                          SUPERSEDED SURVEY CONTROL
 QK0138
 QK0138  NGVD 29 (??/??/92)  210.224  (m)          689.71   (f) ADJ UNCH    2 0
 QK0138
 QK0138.Superseded values are not recommended for survey control.
 QK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0138.See file dsdata.txt to determine how the superseded data were derived.
 QK0138
 QK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR611230(NAD 83)
 QK0138_MARKER: Z = SEE DESCRIPTION
 QK0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0138_SP_SET: RAIL
 QK0138_STAMPING: 422
 QK0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0138
 QK0138  HISTORY     - Date     Condition        Report By
 QK0138  HISTORY     - UNK      MONUMENTED       PRR
 QK0138  HISTORY     - 1938     GOOD             NGS
 QK0138  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0138  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0138  HISTORY     - 19960813 POOR             USPSQD
 QK0138
 QK0138                          STATION DESCRIPTION
 QK0138
 QK0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0138'2.8 MI S FROM PETOSKEY.
 QK0138'2.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0138'AT PETOSKEY, EMMET COUNTY, OPPOSITE MILEPOST 422, 2 YARDS EAST
 QK0138'OF THE EAST RAIL, AND LEVEL WITH THE BASE OF THE RAIL.  THE
 QK0138'TOP OF A VERTICAL SECTION OF RAIL, STAMPED 422 AND PROJECTING
 QK0138'5 INCHES ABOVE GROUND.
 QK0138
 QK0138                          STATION RECOVERY (1981)
 QK0138
 QK0138'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0138'MARK NOT FOUND.
 QK0138
 QK0138                          STATION RECOVERY (1984)
 QK0138
 QK0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0138'MARK NOT FOUND.
 QK0138
 QK0138                          STATION RECOVERY (1996)
 QK0138
 QK0138'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0138'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0136 ***********************************************************************
 QK0136  DESIGNATION -  423 PRR
 QK0136  PID         -  QK0136
 QK0136  STATE/COUNTY-  MI/EMMET
 QK0136  USGS QUAD   -  DEADMANS HILL (1986)
 QK0136
 QK0136                         *CURRENT SURVEY CONTROL
 QK0136  ___________________________________________________________________
 QK0136* NAD 83(1986)-  45 21 12.     (N)    084 57 14.     (W)     SCALED    
 QK0136* NAVD 88     -       207.740  (meters)     681.56   (feet)  ADJUSTED  
 QK0136  ___________________________________________________________________
 QK0136  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0136  DYNAMIC HT  -         207.733 (meters)     681.54  (feet)  COMP
 QK0136  MODELED GRAV-     980,579.6   (mgal)                       NAVD 88
 QK0136
 QK0136  VERT ORDER  -  SECOND    CLASS 0
 QK0136
 QK0136.The horizontal coordinates were scaled from a topographic map and have
 QK0136.an estimated accuracy of +/- 6 seconds.
 QK0136
 QK0136.The orthometric height was determined by differential leveling
 QK0136.and adjusted by the National Geodetic Survey in June 1991..
 QK0136
 QK0136.The geoid height was determined by GEOID03.
 QK0136
 QK0136.The dynamic height is computed by dividing the NAVD 88
 QK0136.geopotential number by the normal gravity value computed on the
 QK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0136.degrees latitude (g = 980.6199 gals.).
 QK0136
 QK0136.The modeled gravity was interpolated from observed gravity values.
 QK0136
 QK0136;                    North         East    Units  Estimated Accuracy
 QK0136;SPC MI C     -   226,480.    5,953,990.      MT  (+/- 180 meters Scaled)
 QK0136
 QK0136                          SUPERSEDED SURVEY CONTROL
 QK0136
 QK0136  NGVD 29 (??/??/92)  207.831  (m)          681.86   (f) ADJ UNCH    2 0
 QK0136
 QK0136.Superseded values are not recommended for survey control.
 QK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0136.See file dsdata.txt to determine how the superseded data were derived.
 QK0136
 QK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR602242(NAD 83)
 QK0136_MARKER: Z = SEE DESCRIPTION
 QK0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0136_SP_SET: RAIL
 QK0136_STAMPING: 423
 QK0136_MARK LOGO: PRR   
 QK0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0136
 QK0136  HISTORY     - Date     Condition        Report By
 QK0136  HISTORY     - UNK      MONUMENTED       PRR
 QK0136  HISTORY     - 1938     GOOD             NGS
 QK0136  HISTORY     - 1984     GOOD             NGS
 QK0136  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 QK0136
 QK0136                          STATION DESCRIPTION
 QK0136
 QK0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0136'1.8 MI S FROM PETOSKEY.
 QK0136'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0136'AT PETOSKEY, EMMET COUNTY, OPPOSITE MILEPOST 423, 1-1/2 RAILS
 QK0136'SOUTH OF A SWITCH TARGET, 2 YARDS EAST OF THE EAST RAIL OF THE
 QK0136'MAIN TRACK, 2 FEET WEST OF THE WEST RAIL OF A SIDETRACK, 1 FOOT
 QK0136'LOWER THAN THE RAIL OF THE MAIN TRACK AND LEVEL WITH THE GROUND.
 QK0136'THE TOP OF A SECTION OF RAIL, STAMPED 423 AND SET VERTICALLY.
 QK0136
 QK0136                          STATION RECOVERY (1984)
 QK0136
 QK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0136'RECOVERED IN GOOD CONDITION.  NOT LEVELED TO THIS DATE.
 QK0136
 QK0136                          STATION RECOVERY (1996)
 QK0136
 QK0136'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0303 ***********************************************************************
 NE0303  DESIGNATION -  43 1/2
 NE0303  PID         -  NE0303
 NE0303  STATE/COUNTY-  MI/ST CLAIR
 NE0303  USGS QUAD   -  ADAIR (1991)
 NE0303
 NE0303                         *CURRENT SURVEY CONTROL
 NE0303  ___________________________________________________________________
 NE0303* NAD 83(1986)-  42 52 11.     (N)    082 40 40.     (W)     SCALED    
 NE0303* NAVD 88     -       207.69   (+/-2cm)     681.4    (feet)  VERTCON   
 NE0303  ___________________________________________________________________
 NE0303  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0303
 NE0303  VERT ORDER  -  ? (See Below)
 NE0303
 NE0303.The horizontal coordinates were scaled from a topographic map and have
 NE0303.an estimated accuracy of +/- 6 seconds.
 NE0303
 NE0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0303.The vertical order pertains to the NGVD 29 superseded value.
 NE0303
 NE0303.The geoid height was determined by GEOID03.
 NE0303
 NE0303;                    North         East    Units  Estimated Accuracy
 NE0303;SPC MI S     -   153,530.    4,137,980.      MT  (+/- 180 meters Scaled)
 NE0303
 NE0303                          SUPERSEDED SURVEY CONTROL
 NE0303
 NE0303  NGVD 29 (??/??/92)  207.825  (m)          681.84   (f) ADJ UNCH    ?  
 NE0303
 NE0303.Superseded values are not recommended for survey control.
 NE0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0303.See file dsdata.txt to determine how the superseded data were derived.
 NE0303
 NE0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH629477(NAD 83)
 NE0303_MARKER: DD = SURVEY DISK
 NE0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0303_STAMPING: BM NO 43 1/2
 NE0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0303+STABILITY: SURFACE MOTION
 NE0303
 NE0303  HISTORY     - Date     Condition        Report By
 NE0303  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0303  HISTORY     - 1934     GOOD             NGS
 NE0303  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0303  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0303
 NE0303                          STATION DESCRIPTION
 NE0303
 NE0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0303'1.1 MI SW FROM COLUMBUS.
 NE0303'1.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY
 NE0303'FROM THE STATION AT COLUMBUS, ST. CLAIR COUNTY, 149 YARDS
 NE0303'SOUTHWEST OF A WHISTLE POST, 50 FEET WEST OF THE WEST RAIL,
 NE0303'1.7 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 FOOT LOWER
 NE0303'THAN THE TOP OF THE RAIL.  A 1 1/2-INCH BRONZE PLUG, STAMPED
 NE0303'B.M. NO. 43 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0303
 NE0303                          STATION RECOVERY (1988)
 NE0303
 NE0303'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0303'MARK NOT FOUND.
 NE0303
 NE0303                          STATION RECOVERY (1999)
 NE0303
 NE0303'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0382 ***********************************************************************
 NE0382  DESIGNATION -  43 1/2
 NE0382  PID         -  NE0382
 NE0382  STATE/COUNTY-  MI/OAKLAND
 NE0382  USGS QUAD   -  WALLED LAKE (1983)
 NE0382
 NE0382                         *CURRENT SURVEY CONTROL
 NE0382  ___________________________________________________________________
 NE0382* NAD 83(1986)-  42 33 51.     (N)    083 24 35.     (W)     SCALED    
 NE0382* NAVD 88     -       296.043  (meters)     971.27   (feet)  ADJUSTED  
 NE0382  ___________________________________________________________________
 NE0382  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NE0382  DYNAMIC HT  -         295.957 (meters)     970.99  (feet)  COMP
 NE0382  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 NE0382
 NE0382  VERT ORDER  -  SECOND    CLASS 0
 NE0382
 NE0382.The horizontal coordinates were scaled from a topographic map and have
 NE0382.an estimated accuracy of +/- 6 seconds.
 NE0382
 NE0382.The orthometric height was determined by differential leveling
 NE0382.and adjusted by the National Geodetic Survey in June 1991..
 NE0382
 NE0382.The geoid height was determined by GEOID03.
 NE0382
 NE0382.The dynamic height is computed by dividing the NAVD 88
 NE0382.geopotential number by the normal gravity value computed on the
 NE0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0382.degrees latitude (g = 980.6199 gals.).
 NE0382
 NE0382.The modeled gravity was interpolated from observed gravity values.
 NE0382
 NE0382;                    North         East    Units  Estimated Accuracy
 NE0382;SPC MI S     -   118,650.    4,078,570.      MT  (+/- 180 meters Scaled)
 NE0382
 NE0382                          SUPERSEDED SURVEY CONTROL
 NE0382
 NE0382  NGVD 29 (??/??/92)  296.163  (m)          971.66   (f) ADJ UNCH    2 0
 NE0382
 NE0382.Superseded values are not recommended for survey control.
 NE0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0382.See file dsdata.txt to determine how the superseded data were derived.
 NE0382
 NE0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH022152(NAD 83)
 NE0382_MARKER: B = BOLT
 NE0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0382_STAMPING: 43-1/2
 NE0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0382+STABILITY: SURFACE MOTION
 NE0382
 NE0382  HISTORY     - Date     Condition        Report By
 NE0382  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0382  HISTORY     - 1934     GOOD             NGS
 NE0382  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0382
 NE0382                          STATION DESCRIPTION
 NE0382
 NE0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0382'3.5 MI SW FROM ORCHARD LAKE.
 NE0382'3.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0382'THE STATION AT ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF
 NE0382'MILEPOST 43, AT A DIRT-ROAD CROSSING, 120 YARDS EAST OF CROSSING
 NE0382'OF THE CENTERLINE OF THE ROAD AND THE NORTH RAIL, 21 FEET NORTH
 NE0382'OF THE NORTH RAIL, 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 NE0382'ABOUT LEVEL WITH THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NE0382'43-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0382
 NE0382                          STATION RECOVERY (2002)
 NE0382
 NE0382'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0382'RAILWAY HAS BEEN ABANDONED AND RAILS REMOVED. BEING USED FOR RAILS FOR
 NE0382'TRAILS PROGRAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0768 ***********************************************************************
 NE0768  DESIGNATION -  43 1/2
 NE0768  PID         -  NE0768
 NE0768  STATE/COUNTY-  MI/OAKLAND
 NE0768  USGS QUAD   -  DAVISBURG (1983)
 NE0768
 NE0768                         *CURRENT SURVEY CONTROL
 NE0768  ___________________________________________________________________
 NE0768* NAD 83(1986)-  42 45 59.     (N)    083 34 26.     (W)     SCALED    
 NE0768* NAVD 88     -       290.745  (meters)     953.89   (feet)  ADJUSTED  
 NE0768  ___________________________________________________________________
 NE0768  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NE0768  DYNAMIC HT  -         290.659 (meters)     953.60  (feet)  COMP
 NE0768  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 NE0768
 NE0768  VERT ORDER  -  SECOND    CLASS 0
 NE0768
 NE0768.The horizontal coordinates were scaled from a topographic map and have
 NE0768.an estimated accuracy of +/- 6 seconds.
 NE0768
 NE0768.The orthometric height was determined by differential leveling
 NE0768.and adjusted by the National Geodetic Survey in June 1991..
 NE0768
 NE0768.The geoid height was determined by GEOID03.
 NE0768
 NE0768.The dynamic height is computed by dividing the NAVD 88
 NE0768.geopotential number by the normal gravity value computed on the
 NE0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0768.degrees latitude (g = 980.6199 gals.).
 NE0768
 NE0768.The modeled gravity was interpolated from observed gravity values.
 NE0768
 NE0768;                    North         East    Units  Estimated Accuracy
 NE0768;SPC MI S     -   140,970.    4,064,880.      MT  (+/- 180 meters Scaled)
 NE0768
 NE0768                          SUPERSEDED SURVEY CONTROL
 NE0768
 NE0768  NGVD 29 (??/??/92)  290.846  (m)          954.22   (f) ADJ UNCH    2 0
 NE0768
 NE0768.Superseded values are not recommended for survey control.
 NE0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0768.See file dsdata.txt to determine how the superseded data were derived.
 NE0768
 NE0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH894380(NAD 83)
 NE0768_MARKER: B = BOLT
 NE0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0768_STAMPING: 43-1/2
 NE0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0768+STABILITY: SURFACE MOTION
 NE0768
 NE0768  HISTORY     - Date     Condition        Report By
 NE0768  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0768  HISTORY     - 1934     GOOD             NGS
 NE0768  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0768
 NE0768                          STATION DESCRIPTION
 NE0768
 NE0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0768'3.4 MI SE FROM HOLLY.
 NE0768'3.4 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0768'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE SOUTHEAST OF
 NE0768'MILEPOST D 44, 50 YARDS NORTH OF THE NORTH CORNER OF THE JOHN
 NE0768'HILDERBRAND FARMHOUSE, 40 YARDS SOUTH OF THE CENTER OF A ROAD
 NE0768'CROSSING, 45.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 NE0768'TRACK, AND ABOUT 3 FEET HIGHER THAN THE RAIL.  A COPPER BOLT,
 NE0768'STAMPED 43-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0768
 NE0768                          STATION RECOVERY (1967)
 NE0768
 NE0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0304 ***********************************************************************
 OK0304  DESIGNATION -  43 1/2
 OK0304  PID         -  OK0304
 OK0304  STATE/COUNTY-  MI/KENT
 OK0304  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0304
 OK0304                         *CURRENT SURVEY CONTROL
 OK0304  ___________________________________________________________________
 OK0304* NAD 83(1986)-  43 12 08.     (N)    085 18 37.     (W)     SCALED    
 OK0304* NAVD 88     -       256.954  (meters)     843.02   (feet)  ADJUSTED  
 OK0304  ___________________________________________________________________
 OK0304  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 OK0304  DYNAMIC HT  -         256.900 (meters)     842.85  (feet)  COMP
 OK0304  MODELED GRAV-     980,399.8   (mgal)                       NAVD 88
 OK0304
 OK0304  VERT ORDER  -  SECOND    CLASS 0
 OK0304
 OK0304.The horizontal coordinates were scaled from a topographic map and have
 OK0304.an estimated accuracy of +/- 6 seconds.
 OK0304
 OK0304.The orthometric height was determined by differential leveling
 OK0304.and adjusted by the National Geodetic Survey in June 1991..
 OK0304
 OK0304.The geoid height was determined by GEOID03.
 OK0304
 OK0304.The dynamic height is computed by dividing the NAVD 88
 OK0304.geopotential number by the normal gravity value computed on the
 OK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0304.degrees latitude (g = 980.6199 gals.).
 OK0304
 OK0304.The modeled gravity was interpolated from observed gravity values.
 OK0304
 OK0304;                    North         East    Units  Estimated Accuracy
 OK0304;SPC MI S     -   189,510.    3,923,320.      MT  (+/- 180 meters Scaled)
 OK0304
 OK0304                          SUPERSEDED SURVEY CONTROL
 OK0304
 OK0304  NGVD 29 (??/??/92)  257.087  (m)          843.46   (f) ADJ UNCH    2 0
 OK0304
 OK0304.Superseded values are not recommended for survey control.
 OK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0304.See file dsdata.txt to determine how the superseded data were derived.
 OK0304
 OK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN372846(NAD 83)
 OK0304_MARKER: Z = SEE DESCRIPTION
 OK0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0304_STAMPING: 43-1/2
 OK0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0304+STABILITY: SURFACE MOTION
 OK0304
 OK0304  HISTORY     - Date     Condition        Report By
 OK0304  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0304  HISTORY     - 1934     GOOD             NGS
 OK0304  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0304
 OK0304                          STATION DESCRIPTION
 OK0304
 OK0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0304'2.4 MI E FROM LINCOLN LAKE.
 OK0304'2.4 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0304'AT LINCOLN LAKE, 150 YARDS EAST OF A ROAD CROSSING, 42 FEET
 OK0304'NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF RAIL.  A
 OK0304'BRASS PLUG, STAMPED 43-1/2 AND SET IN THE TOP OF A CONCRETE
 OK0304'POST.
 OK0304
 OK0304                          STATION RECOVERY (1969)
 OK0304
 OK0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0380 ***********************************************************************
 NE0380  DESIGNATION -  44 1/2
 NE0380  PID         -  NE0380
 NE0380  STATE/COUNTY-  MI/OAKLAND
 NE0380  USGS QUAD   -  WALLED LAKE (1983)
 NE0380
 NE0380                         *CURRENT SURVEY CONTROL
 NE0380  ___________________________________________________________________
 NE0380* NAD 83(1986)-  42 33 34.     (N)    083 25 42.     (W)     SCALED    
 NE0380* NAVD 88     -       289.466  (meters)     949.69   (feet)  ADJUSTED  
 NE0380  ___________________________________________________________________
 NE0380  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NE0380  DYNAMIC HT  -         289.382 (meters)     949.41  (feet)  COMP
 NE0380  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 NE0380
 NE0380  VERT ORDER  -  SECOND    CLASS 0
 NE0380
 NE0380.The horizontal coordinates were scaled from a topographic map and have
 NE0380.an estimated accuracy of +/- 6 seconds.
 NE0380
 NE0380.The orthometric height was determined by differential leveling
 NE0380.and adjusted by the National Geodetic Survey in June 1991..
 NE0380
 NE0380.The geoid height was determined by GEOID03.
 NE0380
 NE0380.The dynamic height is computed by dividing the NAVD 88
 NE0380.geopotential number by the normal gravity value computed on the
 NE0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0380.degrees latitude (g = 980.6199 gals.).
 NE0380
 NE0380.The modeled gravity was interpolated from observed gravity values.
 NE0380
 NE0380;                    North         East    Units  Estimated Accuracy
 NE0380;SPC MI S     -   118,110.    4,077,050.      MT  (+/- 180 meters Scaled)
 NE0380
 NE0380                          SUPERSEDED SURVEY CONTROL
 NE0380
 NE0380  NGVD 29 (??/??/92)  289.586  (m)          950.08   (f) ADJ UNCH    2 0
 NE0380
 NE0380.Superseded values are not recommended for survey control.
 NE0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0380.See file dsdata.txt to determine how the superseded data were derived.
 NE0380
 NE0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH006147(NAD 83)
 NE0380_MARKER: B = BOLT
 NE0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0380_STAMPING: 44-1/2
 NE0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0380+STABILITY: SURFACE MOTION
 NE0380
 NE0380  HISTORY     - Date     Condition        Report By
 NE0380  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0380  HISTORY     - 1954     GOOD             NGS
 NE0380  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0380
 NE0380                          STATION DESCRIPTION
 NE0380
 NE0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0380'4.5 MI SW FROM ORCHARD LAKE.
 NE0380'4.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0380'THE STATION AT ORCHARD LAKE, OAKLAND COUNTY, 0.5 MILE WEST OF
 NE0380'MILEPOST 45, 0.5 MILE EAST OF A ROAD CROSSING, 20 FEET NORTH
 NE0380'OF THE NORTH RAIL, AND 1 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE.
 NE0380'A COPPER BOLT, STAMPED 44-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0380'POST.
 NE0380
 NE0380                          STATION RECOVERY (2002)
 NE0380
 NE0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 NE0380'RAILWAY HAS BEEN ABANDONED AND RAILS REMOVED. BEING USED FOR RAILS FOR
 NE0380'TRAILS PROGRAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0766 ***********************************************************************
 NE0766  DESIGNATION -  44 1/2
 NE0766  PID         -  NE0766
 NE0766  STATE/COUNTY-  MI/OAKLAND
 NE0766  USGS QUAD   -  DAVISBURG (1983)
 NE0766
 NE0766                         *CURRENT SURVEY CONTROL
 NE0766  ___________________________________________________________________
 NE0766* NAD 83(1986)-  42 46 32.     (N)    083 35 21.     (W)     SCALED    
 NE0766* NAVD 88     -       284.974  (meters)     934.95   (feet)  ADJUSTED  
 NE0766  ___________________________________________________________________
 NE0766  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NE0766  DYNAMIC HT  -         284.891 (meters)     934.68  (feet)  COMP
 NE0766  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NE0766
 NE0766  VERT ORDER  -  SECOND    CLASS 0
 NE0766
 NE0766.The horizontal coordinates were scaled from a topographic map and have
 NE0766.an estimated accuracy of +/- 6 seconds.
 NE0766
 NE0766.The orthometric height was determined by differential leveling
 NE0766.and adjusted by the National Geodetic Survey in June 1991..
 NE0766
 NE0766.The geoid height was determined by GEOID03.
 NE0766
 NE0766.The dynamic height is computed by dividing the NAVD 88
 NE0766.geopotential number by the normal gravity value computed on the
 NE0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0766.degrees latitude (g = 980.6199 gals.).
 NE0766
 NE0766.The modeled gravity was interpolated from observed gravity values.
 NE0766
 NE0766;                    North         East    Units  Estimated Accuracy
 NE0766;SPC MI S     -   141,980.    4,063,620.      MT  (+/- 180 meters Scaled)
 NE0766
 NE0766                          SUPERSEDED SURVEY CONTROL
 NE0766
 NE0766  NGVD 29 (??/??/92)  285.078  (m)          935.29   (f) ADJ UNCH    2 0
 NE0766
 NE0766.Superseded values are not recommended for survey control.
 NE0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0766.See file dsdata.txt to determine how the superseded data were derived.
 NE0766
 NE0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH881391(NAD 83)
 NE0766_MARKER: B = BOLT
 NE0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0766_STAMPING: 44-1/2
 NE0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0766+STABILITY: SURFACE MOTION
 NE0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0766+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0766
 NE0766  HISTORY     - Date     Condition        Report By
 NE0766  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0766  HISTORY     - 1934     GOOD             NGS
 NE0766  HISTORY     - 20060310 GOOD             INDIV
 NE0766
 NE0766                          STATION DESCRIPTION
 NE0766
 NE0766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0766'2 MI SE FROM HOLLY.
 NE0766'2.0 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0766'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0766'MILEPOST D 44, 117 YARDS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 NE0766'15 YARDS NORTH OF A BATTERY CHAMBER, 50.6 NORTHEAST OF THE
 NE0766'NORTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 6 FEET LOWER THAN
 NE0766'THE TRACK.  A COPPER BOLT, STAMPED 44-1/2 AND SET IN THE TOP
 NE0766'OF A CONCRETE POST.
 NE0766
 NE0766                          STATION RECOVERY (2006)
 NE0766
 NE0766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0766'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0302 ***********************************************************************
 OK0302  DESIGNATION -  44 1/2
 OK0302  PID         -  OK0302
 OK0302  STATE/COUNTY-  MI/KENT
 OK0302  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0302
 OK0302                         *CURRENT SURVEY CONTROL
 OK0302  ___________________________________________________________________
 OK0302* NAD 83(1986)-  43 12 05.     (N)    085 19 47.     (W)     SCALED    
 OK0302* NAVD 88     -       260.875  (meters)     855.89   (feet)  ADJUSTED  
 OK0302  ___________________________________________________________________
 OK0302  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 OK0302  DYNAMIC HT  -         260.819 (meters)     855.70  (feet)  COMP
 OK0302  MODELED GRAV-     980,397.7   (mgal)                       NAVD 88
 OK0302
 OK0302  VERT ORDER  -  SECOND    CLASS 0
 OK0302
 OK0302.The horizontal coordinates were scaled from a topographic map and have
 OK0302.an estimated accuracy of +/- 6 seconds.
 OK0302
 OK0302.The orthometric height was determined by differential leveling
 OK0302.and adjusted by the National Geodetic Survey in June 1991..
 OK0302
 OK0302.The geoid height was determined by GEOID03.
 OK0302
 OK0302.The dynamic height is computed by dividing the NAVD 88
 OK0302.geopotential number by the normal gravity value computed on the
 OK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0302.degrees latitude (g = 980.6199 gals.).
 OK0302
 OK0302.The modeled gravity was interpolated from observed gravity values.
 OK0302
 OK0302;                    North         East    Units  Estimated Accuracy
 OK0302;SPC MI S     -   189,440.    3,921,740.      MT  (+/- 180 meters Scaled)
 OK0302
 OK0302                          SUPERSEDED SURVEY CONTROL
 OK0302
 OK0302  NGVD 29 (??/??/92)  261.006  (m)          856.32   (f) ADJ UNCH    2 0
 OK0302
 OK0302.Superseded values are not recommended for survey control.
 OK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0302.See file dsdata.txt to determine how the superseded data were derived.
 OK0302
 OK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN356845(NAD 83)
 OK0302_MARKER: Z = SEE DESCRIPTION
 OK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0302_STAMPING: 44-1/2
 OK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0302+STABILITY: SURFACE MOTION
 OK0302
 OK0302  HISTORY     - Date     Condition        Report By
 OK0302  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0302  HISTORY     - 1934     GOOD             NGS
 OK0302  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0302
 OK0302                          STATION DESCRIPTION
 OK0302
 OK0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0302'1.5 MI E FROM LINCOLN LAKE.
 OK0302'1.5 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0302'AT LINCOLN LAKE, ABOUT 220 YARDS EAST OF A BRIDGE, 30 FEET
 OK0302'NORTH OF THE CENTERLINE OF AN ABANDONED SPUR TRACK GRADE, 42
 OK0302'FEET NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE
 OK0302'TOP OF RAIL.  A BRASS PLUG, STAMPED 44-1/2 AND SET IN THE TOP
 OK0302'OF A CONCRETE POST.  NOTE-- THE POST WAS BADLEY CRACKED.
 OK0302
 OK0302                          STATION RECOVERY (1969)
 OK0302
 OK0302'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0395 ***********************************************************************
 MC0395  DESIGNATION -  44 C OF M
 MC0395  PID         -  MC0395
 MC0395  STATE/COUNTY-  MI/MONROE
 MC0395  USGS QUAD   -  MONROE (1979)
 MC0395
 MC0395                         *CURRENT SURVEY CONTROL
 MC0395  ___________________________________________________________________
 MC0395* NAD 83(1986)-  41 54 53.     (N)    083 23 49.     (W)     SCALED    
 MC0395* NAVD 88     -       181.392  (meters)     595.12   (feet)  ADJUSTED  
 MC0395  ___________________________________________________________________
 MC0395  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0395  DYNAMIC HT  -         181.327 (meters)     594.90  (feet)  COMP
 MC0395  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 MC0395
 MC0395  VERT ORDER  -  FIRST     CLASS II
 MC0395
 MC0395.The horizontal coordinates were scaled from a topographic map and have
 MC0395.an estimated accuracy of +/- 6 seconds.
 MC0395
 MC0395.The orthometric height was determined by differential leveling
 MC0395.and adjusted by the National Geodetic Survey in June 1991..
 MC0395
 MC0395.The geoid height was determined by GEOID03.
 MC0395
 MC0395.The dynamic height is computed by dividing the NAVD 88
 MC0395.geopotential number by the normal gravity value computed on the
 MC0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0395.degrees latitude (g = 980.6199 gals.).
 MC0395
 MC0395.The modeled gravity was interpolated from observed gravity values.
 MC0395
 MC0395;                    North         East    Units  Estimated Accuracy
 MC0395;SPC MI S     -    46,530.    4,080,450.      MT  (+/- 180 meters Scaled)
 MC0395
 MC0395                          SUPERSEDED SURVEY CONTROL
 MC0395
 MC0395  NGVD 29 (??/??/92)  181.559  (m)          595.66   (f) ADJ UNCH    1 2
 MC0395
 MC0395.Superseded values are not recommended for survey control.
 MC0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0395.See file dsdata.txt to determine how the superseded data were derived.
 MC0395
 MC0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG012430(NAD 83)
 MC0395_MARKER: Z = SEE DESCRIPTION
 MC0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0395_SP_SET: BUILDING
 MC0395_STAMPING: 44
 MC0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0395
 MC0395  HISTORY     - Date     Condition        Report By
 MC0395  HISTORY     - UNK      MONUMENTED       MI3320
 MC0395  HISTORY     - 1947     GOOD             NGS
 MC0395  HISTORY     - 1980     GOOD             NGS
 MC0395
 MC0395                          STATION DESCRIPTION
 MC0395
 MC0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 MC0395'AT MONROE.
 MC0395'AT MONROE, MONROE COUNTY, AT THE CORNER OF EAST FIRST STREET
 MC0395'AND WASHINGTON STREET, IN THE NORTH FACE OF THE COUNTY COURTHOUSE,
 MC0395'11 INCHES SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 MC0395'AND ABOUT 17 INCHES ABOVE A SIDEWALK.  A 1 1/2-INCH BRASS PLUG,
 MC0395'STAMPED 44 AND SET VERTICALLY.
 MC0395
 MC0395                          STATION RECOVERY (1980)
 MC0395
 MC0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1228 ***********************************************************************
 NE1228  DESIGNATION -  44001
 NE1228  PID         -  NE1228
 NE1228  STATE/COUNTY-  MI/LAPEER
 NE1228  USGS QUAD   -  ALMONT (1991)
 NE1228
 NE1228                         *CURRENT SURVEY CONTROL
 NE1228  ___________________________________________________________________
 NE1228* NAD 83(1994)-  42 59 25.42252(N)    083 00 23.60731(W)     ADJUSTED  
 NE1228* NAVD 88     -       248.00   (+/-2cm)     813.6    (feet)  VERTCON   
 NE1228  ___________________________________________________________________
 NE1228  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 NE1228  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE1228
 NE1228  HORZ ORDER  -  SECOND
 NE1228  VERT ORDER  -  THIRD ? (See Below)
 NE1228
 NE1228.The horizontal coordinates were established by classical geodetic methods
 NE1228.and adjusted by the National Geodetic Survey in February 1997..
 NE1228
 NE1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1228.The vertical order pertains to the NGVD 29 superseded value.
 NE1228
 NE1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1228
 NE1228.The geoid height was determined by GEOID03.
 NE1228
 NE1228;                    North         East     Units Scale Factor Converg.
 NE1228;SPC MI S     -   166,445.478 4,110,906.918   MT  0.99990856   +0 55 32.1
 NE1228;SPC MI S     -   546,080.96 13,487,227.42   iFT  0.99990856   +0 55 32.1
 NE1228;UTM  17      - 4,761,701.744   336,420.924   MT  0.99992919   -1 22 06.7
 NE1228
 NE1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1228!SPC MI S     -   0.99996656  x   0.99990856  =   0.99987512
 NE1228!UTM  17      -   0.99996656  x   0.99992919  =   0.99989575
 NE1228
 NE1228|---------------------------------------------------------------------|
 NE1228| PID    Reference Object                     Distance      Geod. Az  |
 NE1228|                                                           dddmmss.s |
 NE1228| CH0638 44001 RM 2                            6.210 METERS 17905     |
 NE1228| NE1233 44001 MIDH AZ MK                    APPROX. 0.6 KM 1792230.6 |
 NE1228| NE1234 44001 MIDH AZ MK OFFSET             APPROX. 0.6 KM 1792229.0 |
 NE1228| CH0637 44001 RM 1                            6.782 METERS 35950     |
 NE1228|---------------------------------------------------------------------|
 NE1228
 NE1228                          SUPERSEDED SURVEY CONTROL
 NE1228
 NE1228  NAD 83(1986)-  42 59 25.41652(N)    083 00 23.63870(W) AD(       ) 2
 NE1228  NAD 27      -  42 59 25.31711(N)    083 00 23.87419(W) AD(       ) 2
 NE1228  NGVD 29 (07/19/86)  248.12   (m)          814.0    (f) LEVELING    3  
 NE1228
 NE1228.Superseded values are not recommended for survey control.
 NE1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1228.See file dsdata.txt to determine how the superseded data were derived.
 NE1228
 NE1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3642161702(NAD 83)
 NE1228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1228
 NE1228  HISTORY     - Date     Condition        Report By
 NE1228  HISTORY     - 1977     MONUMENTED       MIDH
 NE1228  HISTORY     - 19970524 GOOD             USPSQD
 NE1228
 NE1228                          STATION DESCRIPTION
 NE1228
 NE1228'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1228'THE STATION IS ABOUT 4.3 MILES WEST-SOUTHWEST OF CAPAC AND
 NE1228'ABOUT 4.3 MILES SOUTHEAST OF IMLAY CITY ALONG GRAHAM ROAD, IN
 NE1228'THE NORTHWEST 1/4 OF SECTION 36, T 7 N, R 12 E AND ON COUNTY
 NE1228'ROAD RIGHT-OF-WAY.
 NE1228'
 NE1228'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC, GO ABOUT
 NE1228'300 FEET EAST TO CAPAC ROAD, GO SOUTH ALONG CAPAC ROAD FOR 2.1
 NE1228'MILES TO BURT ROAD, GO WEST ALONG BURT ROAD FOR 4.1 MILES TO
 NE1228'GRAHAM ROAD, GO NORTH ALONG GRAHAM ROAD FOR 0.7 MILE TO THE
 NE1228'STATION ON THE RIGHT.
 NE1228'
 NE1228'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG
 NE1228'GRAHAM ROAD FOR 0.4 MILE TO THE MARK ON THE RIGHT.
 NE1228'
 NE1228'STATION MARKS, STAMPED---44001 1977---, ARE MICHIGAN DEPARTMENT
 NE1228'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1228'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1228'SURFACE.  IT IS 148 FEET NORTHEAST OF A POWER POLE, 33.3 FEET
 NE1228'EAST OF THE CENTERLINE OF GRAHAM ROAD AND 3.8 FEET SOUTH OF A
 NE1228'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1228'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1228'
 NE1228'REFERENCE MARK 1, STAMPED---NO 1 44001 1977---, IS SET IN THE
 NE1228'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1228'GROUND SURFACE.  IT IS 166.5 FEET NORTHEAST OF A POWER POLE,
 NE1228'34 FEET EAST OF THE CENTERLINE OF GRAHAM ROAD AND 18.4 FEET
 NE1228'NORTH OF A WITNESS POST.
 NE1228'
 NE1228'REFERENCE MARK 2, STAMPED---NO 2 44001 1977---, IS SET IN THE
 NE1228'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1228'GROUND SURFACE.  IT IS 130 FEET NORTHEAST OF A POWER POLE, 33
 NE1228'FEET EAST OF THE CENTERLINE OF GRAHAM ROAD AND 24 FEET SOUTH
 NE1228'OF A WITNESS POST.
 NE1228'
 NE1228'AZIMUTH MARKS, STAMPED---AZ MK 1 44001 1977---, ARE REFERENCE
 NE1228'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1228'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1228'IT IS 70.6 FEET NORTH OF A GAS LINE VENT PIPE, 19 FEET WEST
 NE1228'OF THE CENTERLINE OF GRAHAM ROAD AND 4 FEET NORTH OF A WITNESS
 NE1228'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1228'MASS OF CONCRETE, 48 INCHES BELOW THE GROUND SURFACE.
 NE1228'
 NE1228'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1228'TRANSPORTATION DISKS.
 NE1228'
 NE1228'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.3 METERS.
 NE1228'DESCRIBED BY G. ROSENDALE.
 NE1228
 NE1228                          STATION RECOVERY (1997)
 NE1228
 NE1228'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1233 ***********************************************************************
 NE1233  DESIGNATION -  44001 MIDH AZ MK
 NE1233  PID         -  NE1233
 NE1233  STATE/COUNTY-  MI/LAPEER
 NE1233  USGS QUAD   -  ALMONT (1991)
 NE1233
 NE1233                         *CURRENT SURVEY CONTROL
 NE1233  ___________________________________________________________________
 NE1233* NAD 83(1994)-  42 59 06.27457(N)    083 00 23.32288(W)     ADJUSTED  
 NE1233* NAVD 88     -       251.     (meters)     823.     (feet)  VERTCON   
 NE1233  ___________________________________________________________________
 NE1233  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NE1233  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1233
 NE1233  HORZ ORDER  -  SECOND
 NE1233
 NE1233.The horizontal coordinates were established by classical geodetic methods
 NE1233.and adjusted by the National Geodetic Survey in February 1997..
 NE1233
 NE1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1233
 NE1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1233
 NE1233.The geoid height was determined by GEOID03.
 NE1233
 NE1233;                    North         East     Units Scale Factor Converg.
 NE1233;SPC MI S     -   165,854.826 4,110,922.904   MT  0.99990840   +0 55 32.3
 NE1233;SPC MI S     -   544,143.13 13,487,279.87   iFT  0.99990840   +0 55 32.3
 NE1233;UTM  17      - 4,761,110.913   336,413.255   MT  0.99992922   -1 22 06.0
 NE1233
 NE1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1233!SPC MI S     -   0.99996611  x   0.99990840  =   0.99987451
 NE1233!UTM  17      -   0.99996611  x   0.99992922  =   0.99989533
 NE1233
 NE1233                          SUPERSEDED SURVEY CONTROL
 NE1233
 NE1233  NAD 83(1986)-  42 59 06.26857(N)    083 00 23.35440(W) AD(       ) 2
 NE1233  NAD 27      -  42 59 06.16900(N)    083 00 23.58985(W) AD(       ) 2
 NE1233  NGVD 29 (07/19/86)  251.     (m)          823.     (f) VERT ANG       
 NE1233
 NE1233.Superseded values are not recommended for survey control.
 NE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1233.See file dsdata.txt to determine how the superseded data were derived.
 NE1233
 NE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3641361111(NAD 83)
 NE1233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1233+STABILITY: SURFACE MOTION
 NE1233
 NE1233  HISTORY     - Date     Condition        Report By
 NE1233  HISTORY     - 1977     MONUMENTED       MIDH
 NE1233  HISTORY     - 19970524 GOOD             USPSQD
 NE1233
 NE1233                          STATION DESCRIPTION
 NE1233
 NE1233'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1233'THE STATION IS ABOUT 4.3 MILES WEST-SOUTHWEST OF CAPAC AND
 NE1233'ABOUT 4.3 MILES SOUTHEAST OF IMLAY CITY ALONG GRAHAM ROAD
 NE1233'AND ON ROAD RIGHT-OF-WAY.
 NE1233'
 NE1233'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC, GO ABOUT
 NE1233'300 FEET EAST TO CAPAC ROAD, GO SOUTH ALONG CAPAC ROAD FOR 2.1
 NE1233'MILES TO BURT ROAD, GO WEST ALONG BURT ROAD FOR 4.1 MILES TO
 NE1233'GRAHAM ROAD, GO NORTH ALONG GRAHAM ROAD FOR 0.3 MILE TO THE
 NE1233'STATION ON THE LEFT.
 NE1233'
 NE1233'AZIMUTH MARKS, STAMPED---AZ MK 1 44001 1977---, ARE REFERENCE
 NE1233'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1233'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1233'IT IS 70.6 FEET NORTH OF A GAS LINE VENT PIPE, 19 FEET WEST
 NE1233'OF THE CENTERLINE OF GRAHAM ROAD AND 4 FEET NORTH OF A WITNESS
 NE1233'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1233'MASS OF CONCRETE, 48 INCHES BELOW THE GROUND SURFACE.
 NE1233'
 NE1233'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44001 MIDH.
 NE1233'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1233'DESCRIBED BY G.P. ROSENDALE.
 NE1233
 NE1233                          STATION RECOVERY (1997)
 NE1233
 NE1233'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0663 ***********************************************************************
 OJ0663  DESIGNATION -  44002
 OJ0663  PID         -  OJ0663
 OJ0663  STATE/COUNTY-  MI/LAPEER
 OJ0663  USGS QUAD   -  IMLAY CITY (1963)
 OJ0663
 OJ0663                         *CURRENT SURVEY CONTROL
 OJ0663  ___________________________________________________________________
 OJ0663* NAD 83(1994)-  43 00 29.41363(N)    083 03 05.15715(W)     ADJUSTED  
 OJ0663* NAVD 88     -       255.207  (meters)     837.29   (feet)  ADJUSTED  
 OJ0663  ___________________________________________________________________
 OJ0663  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 OJ0663  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OJ0663  DYNAMIC HT  -         255.136 (meters)     837.06  (feet)  COMP
 OJ0663  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 OJ0663
 OJ0663  HORZ ORDER  -  SECOND
 OJ0663  VERT ORDER  -  SECOND    CLASS II
 OJ0663
 OJ0663.The horizontal coordinates were established by classical geodetic methods
 OJ0663.and adjusted by the National Geodetic Survey in February 1997..
 OJ0663
 OJ0663.The orthometric height was determined by differential leveling
 OJ0663.and adjusted by the National Geodetic Survey in June 1991..
 OJ0663
 OJ0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0663
 OJ0663.The geoid height was determined by GEOID03.
 OJ0663
 OJ0663.The dynamic height is computed by dividing the NAVD 88
 OJ0663.geopotential number by the normal gravity value computed on the
 OJ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0663.degrees latitude (g = 980.6199 gals.).
 OJ0663
 OJ0663.The modeled gravity was interpolated from observed gravity values.
 OJ0663
 OJ0663;                    North         East     Units Scale Factor Converg.
 OJ0663;SPC MI S     -   168,361.626 4,107,217.153   MT  0.99990918   +0 53 42.2
 OJ0663;SPC MI S     -   552,367.54 13,475,121.89   iFT  0.99990918   +0 53 42.2
 OJ0663;UTM  17      - 4,763,764.129   332,810.729   MT  0.99994388   -1 23 58.6
 OJ0663
 OJ0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0663!SPC MI S     -   0.99996542  x   0.99990918  =   0.99987461
 OJ0663!UTM  17      -   0.99996542  x   0.99994388  =   0.99990931
 OJ0663
 OJ0663|---------------------------------------------------------------------|
 OJ0663| PID    Reference Object                     Distance      Geod. Az  |
 OJ0663|                                                           dddmmss.s |
 OJ0663| CH0639 44002 RM 1                            8.230 METERS 08508     |
 OJ0663| OJ0941 44002 MIDH AZ MK                    APPROX. 1.1 KM 2644854.2 |
 OJ0663| CH0640 44002 RM 2                            7.306 METERS 26619     |
 OJ0663|---------------------------------------------------------------------|
 OJ0663
 OJ0663                          SUPERSEDED SURVEY CONTROL
 OJ0663
 OJ0663  NAD 83(1986)-  43 00 29.40814(N)    083 03 05.18803(W) AD(       ) 2
 OJ0663  NAD 27      -  43 00 29.30902(N)    083 03 05.41841(W) AD(       ) 2
 OJ0663  NGVD 29 (??/??/92)  255.332  (m)          837.70   (f) ADJ UNCH    2 2
 OJ0663
 OJ0663.Superseded values are not recommended for survey control.
 OJ0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0663.See file dsdata.txt to determine how the superseded data were derived.
 OJ0663
 OJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3281163764(NAD 83)
 OJ0663_MARKER: DS = TRIANGULATION STATION DISK
 OJ0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0663_SP_SET: CONCRETE POST
 OJ0663_STAMPING: 44002 1977
 OJ0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0663+STABILITY: SURFACE MOTION
 OJ0663
 OJ0663  HISTORY     - Date     Condition        Report By
 OJ0663  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0663  HISTORY     - 1977     GOOD             MIDH
 OJ0663  HISTORY     - 19970524 GOOD             USPSQD
 OJ0663
 OJ0663                          STATION DESCRIPTION
 OJ0663
 OJ0663'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0663'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF IMLAY
 OJ0663'CITY AND 7 MILES NORTH-NORTHEAST OF ALMONT ALONG NEWARK ROAD
 OJ0663'AND IN THE SOUTHEAST 1/4 OF SECTION 21, T 7 N, R 12 E AND ON
 OJ0663'COUNTY ROAD RIGHT-OF-WAY.
 OJ0663'
 OJ0663'TO REACH THE STATION FROM THE INTERSECTION OF M-53 AND M-21 GO
 OJ0663'SOUTH ON M-53 FOR 1.7 MILES TO NEWARK ROAD, GO EAST ON NEWARK
 OJ0663'ROAD FOR 1.1 MILES TO THE STATION ON THE LEFT.  TO REACH THE
 OJ0663'AZIMUTH MARK FROM THE STATION GO WEST ON NEWARK ROAD FOR 0.7
 OJ0663'MILE TO THE MARK ON THE LEFT.
 OJ0663'
 OJ0663'STATION MARKS, STAMPED---44002 1977---, ARE MICHIGAN DEPARTMENT
 OJ0663'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0663'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND
 OJ0663'SURFACE.  IT IS 61.3 FEET NORTHEAST OF A 2-INCH CHERRY TREE, 29
 OJ0663'FEET NORTH OF THE CENTERLINE OF NEWARK ROAD AND 3.7 FEET EAST
 OJ0663'OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 OJ0663'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0663'
 OJ0663'REFERENCE MARK 1, STAMPED---NO 1 44002 1977---, IS SET IN THE
 OJ0663'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0663'GROUND SURFACE.  IT IS 73 FEET NORTHWEST OF A 1-INCH ELM TREE
 OJ0663'AND 29 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD.
 OJ0663'
 OJ0663'REFERENCE MARK 2, STAMPED---NO 2 44002 1977---, IS SET IN THE
 OJ0663'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0663'GROUND SURFACE.  IT IS 52 FEET NORTH-NORTHEAST OF A 2-INCH
 OJ0663'CHERRY TREE AND 29 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD.
 OJ0663'AZIMUTH MARKS, STAMPED---AZ MK 44002 1977---, ARE REFERENCE
 OJ0663'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0663'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0663'IT IS 44 FEET EAST-NORTHEAST OF A 4-INCH SPRUCE TREE, 22 FEET
 OJ0663'SOUTH OF THE CENTERLINE OF NEWARK ROAD, 15 FEET NORTHEAST OF
 OJ0663'A TELEPHONE POLE AND 4 FEET EAST OF A WITNESS POST.
 OJ0663'
 OJ0663'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0663'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0663'
 OJ0663'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0663'TRANSPORTATION DISKS.
 OJ0663'
 OJ0663'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0663'DESCRIBED BY G. ROSENDALE.
 OJ0663
 OJ0663                          STATION RECOVERY (1977)
 OJ0663
 OJ0663'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0663'2.5 MI SE FROM IMLAY CITY.
 OJ0663'LAPEER COUNTY, T7N R12E, IMLAY TOWNSHIP, SECTION 21. FROM THE
 OJ0663'INTERSECTION OF STATE HIGHWAY 21 AND STATE HIGHWAY 53, GO SOUTH 1.7
 OJ0663'MILES ALONG STATE HIGHWAY 53 TO NEWARK ROAD, GO EAST ALONG NEWARK ROAD
 OJ0663'1.1 MILE TO MARK ON LEFT. IT IS 61.3 FEET NORTHEAST OF 2 INCH CHERRY,
 OJ0663'29 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD AND 3.7 FEET EAST OF
 OJ0663'A METAL WITNESS POST. A STANDARD DISK STAMPED 44002 1977 SET IN THE
 OJ0663'TOP OF A 12 INCH CONCRETE POST FLUSH WITH GROUND.
 OJ0663
 OJ0663                          STATION RECOVERY (1997)
 OJ0663
 OJ0663'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0941 ***********************************************************************
 OJ0941  DESIGNATION -  44002 MIDH AZ MK
 OJ0941  PID         -  OJ0941
 OJ0941  STATE/COUNTY-  MI/LAPEER
 OJ0941  USGS QUAD   -  IMLAY CITY (1963)
 OJ0941
 OJ0941                         *CURRENT SURVEY CONTROL
 OJ0941  ___________________________________________________________________
 OJ0941* NAD 83(1994)-  43 00 26.32333(N)    083 03 51.52187(W)     ADJUSTED  
 OJ0941* NAVD 88     -       246.1    (meters)     807.     (feet)  VERTCON   
 OJ0941  ___________________________________________________________________
 OJ0941  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OJ0941  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0941
 OJ0941  HORZ ORDER  -  SECOND
 OJ0941
 OJ0941.The horizontal coordinates were established by classical geodetic methods
 OJ0941.and adjusted by the National Geodetic Survey in February 1997..
 OJ0941
 OJ0941.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0941
 OJ0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0941
 OJ0941.The geoid height was determined by GEOID03.
 OJ0941
 OJ0941;                    North         East     Units Scale Factor Converg.
 OJ0941;SPC MI S     -   168,249.962 4,106,168.816   MT  0.99990915   +0 53 10.6
 OJ0941;SPC MI S     -   552,001.19 13,471,682.47   iFT  0.99990915   +0 53 10.6
 OJ0941;UTM  17      - 4,763,694.525   331,758.723   MT  0.99994822   -1 24 30.2
 OJ0941
 OJ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0941!SPC MI S     -   0.99996685  x   0.99990915  =   0.99987601
 OJ0941!UTM  17      -   0.99996685  x   0.99994822  =   0.99991508
 OJ0941
 OJ0941                          SUPERSEDED SURVEY CONTROL
 OJ0941
 OJ0941  NAD 83(1986)-  43 00 26.31797(N)    083 03 51.55275(W) AD(       ) 2
 OJ0941  NAD 27      -  43 00 26.21878(N)    083 03 51.78160(W) AD(       ) 2
 OJ0941  NGVD 29 (07/19/86)  246.2    (m)          808.     (f) VERT ANG       
 OJ0941
 OJ0941.Superseded values are not recommended for survey control.
 OJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0941.See file dsdata.txt to determine how the superseded data were derived.
 OJ0941
 OJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3175963695(NAD 83)
 OJ0941_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0941+STABILITY: SURFACE MOTION
 OJ0941
 OJ0941  HISTORY     - Date     Condition        Report By
 OJ0941  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0941  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 OJ0941
 OJ0941                          STATION DESCRIPTION
 OJ0941
 OJ0941'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0941'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHEAST OF IMLAY
 OJ0941'CITY AND 7 MILES NORTH-NORTHEAST OF ALMONT ALONG NEWARK ROAD
 OJ0941'AND ON COUNTY ROAD RIGHT-OF-WAY.
 OJ0941'
 OJ0941'TO REACH THE STATION FROM THE INTERSECTION OF M-53 AND M-21 GO
 OJ0941'SOUTH ON M-53 FOR 1.7 MILES TO NEWARK ROAD, GO EAST ON NEWARK
 OJ0941'ROAD FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 OJ0941'
 OJ0941'AZIMUTH MARKS, STAMPED---AZ MK 44002 1977---, ARE REFERENCE
 OJ0941'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0941'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0941'IT IS 44 FEET EAST-NORTHEAST OF A 4-INCH SPRUCE TREE, 22 FEET
 OJ0941'SOUTH OF THE CENTERLINE OF NEWARK ROAD, 15 FEET NORTHEAST OF A
 OJ0941'TELEPHONE POLE AND 4 FEET EAST OF A WITNESS POST.
 OJ0941'
 OJ0941'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44002 MIDH.
 OJ0941'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0941'DESCRIBED BY G.P. ROSENDALE.
 OJ0941
 OJ0941                          STATION RECOVERY (1997)
 OJ0941
 OJ0941'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1231 ***********************************************************************
 NE1231  DESIGNATION -  44003
 NE1231  PID         -  NE1231
 NE1231  STATE/COUNTY-  MI/LAPEER
 NE1231  USGS QUAD   -  ALMONT (1991)
 NE1231
 NE1231                         *CURRENT SURVEY CONTROL
 NE1231  ___________________________________________________________________
 NE1231* NAD 83(1994)-  42 58 43.96407(N)    083 03 30.44915(W)     ADJUSTED  
 NE1231* NAVD 88     -       251.1    (meters)     824.     (feet)  VERTCON   
 NE1231  ___________________________________________________________________
 NE1231  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 NE1231  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE1231
 NE1231  HORZ ORDER  -  SECOND
 NE1231
 NE1231.The horizontal coordinates were established by classical geodetic methods
 NE1231.and adjusted by the National Geodetic Survey in February 1997..
 NE1231
 NE1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1231
 NE1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1231
 NE1231.The geoid height was determined by GEOID03.
 NE1231
 NE1231;                    North         East     Units Scale Factor Converg.
 NE1231;SPC MI S     -   165,099.319 4,106,695.035   MT  0.99990822   +0 53 25.0
 NE1231;SPC MI S     -   541,664.43 13,473,408.91   iFT  0.99990822   +0 53 25.0
 NE1231;UTM  17      - 4,760,525.220   332,158.409   MT  0.99994657   -1 24 13.1
 NE1231
 NE1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1231!SPC MI S     -   0.99996608  x   0.99990822  =   0.99987430
 NE1231!UTM  17      -   0.99996608  x   0.99994657  =   0.99991265
 NE1231
 NE1231:                Primary Azimuth Mark                     Grid Az
 NE1231:SPC MI S     -  44003 MIDH AZ MK                         173 55 40.6
 NE1231:UTM  17      -  44003 MIDH AZ MK                         176 13 18.7
 NE1231
 NE1231|---------------------------------------------------------------------|
 NE1231| PID    Reference Object                     Distance      Geod. Az  |
 NE1231|                                                           dddmmss.s |
 NE1231| NE1242 44003 MIDH AZ MK                    APPROX. 0.8 KM 1744905.6 |
 NE1231| CH0642 44003 RM 2                            7.206 METERS 18651     |
 NE1231| CH0641 44003 RM 1                            7.790 METERS 32554     |
 NE1231|---------------------------------------------------------------------|
 NE1231
 NE1231                          SUPERSEDED SURVEY CONTROL
 NE1231
 NE1231  NAD 83(1986)-  42 58 43.95868(N)    083 03 30.48059(W) AD(       ) 2
 NE1231  NAD 27      -  42 58 43.85875(N)    083 03 30.70996(W) AD(       ) 2
 NE1231  NGVD 29 (07/19/86)  251.2    (m)          824.     (f) VERT ANG       
 NE1231
 NE1231.Superseded values are not recommended for survey control.
 NE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1231.See file dsdata.txt to determine how the superseded data were derived.
 NE1231
 NE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3215860525(NAD 83)
 NE1231_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1231
 NE1231  HISTORY     - Date     Condition        Report By
 NE1231  HISTORY     - 1977     MONUMENTED       MIDH
 NE1231  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 NE1231
 NE1231                          STATION DESCRIPTION
 NE1231
 NE1231'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1231'THE STATION IS LOCATED ABOUT 4.5 MILES NORTH OF ALMONT AND 3.9
 NE1231'MILES SOUTH OF IMLAY CITY, ALONG HIGHWAY M-53, ON STATE HIGHWAY
 NE1231'RIGHT-OF-WAY AND IN THE SOUTHWEST 1/4 OF SECTION 33, T 7 N, R
 NE1231'12 E.
 NE1231'
 NE1231'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 NE1231'IN IMLAY CITY, GO SOUTH ALONG M-53 FOR 3.9 MILES TO THE STATION
 NE1231'ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 NE1231'SOUTH ALONG M-53 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 NE1231'
 NE1231'STATION MARKS, STAMPED---44003 1977---, ARE MICHIGAN DEPARTMENT
 NE1231'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1231'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NE1231'GROUND SURFACE.  IT IS 79 FEET EAST OF THE CENTERLINE OF M-53,
 NE1231'42.3 FEET WEST OF A FENCE LINE, 27 FEET WEST-NORTHWEST OF A
 NE1231'POWER POLE AND 4 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND
 NE1231'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1231'INCHES BELOW THE GROUND SURFACE.
 NE1231'
 NE1231'REFERENCE MARK 1, STAMPED---NO 1 44003 1977---, IS SET IN THE
 NE1231'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1231'GROUND SURFACE.  IT IS 74 FEET EAST OF THE CENTERLINE OF M-53,
 NE1231'48 FEET NORTH-NORTHWEST OF A POWER POLE AND 22.5 FEET WEST OF
 NE1231'THE FENCE.
 NE1231'
 NE1231'REFERENCE MARK 2, STAMPED---NO 2 44003 1977---, IS SET IN THE
 NE1231'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1231'GROUND SURFACE.  IT IS 67 FEET EAST OF THE CENTERLINE OF M-53,
 NE1231'33.5 FEET WEST OF A POWER POLE AND 21 FEET SOUTHWEST OF A
 NE1231'POWER POLE.
 NE1231'
 NE1231'AZIMUTH MARKS, STAMPED---AZ 44003 1977---, ARE REFERENCE MARK
 NE1231'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1231'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1231'IT IS 30 FEET EAST OF THE CENTERLINE OF M-53, 29 FEET NORTHWEST
 NE1231'OF A 20-INCH LOCUST TREE, 25 FEET WEST OF A FENCE LINE AND 4.3
 NE1231'FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 NE1231'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1231'GROUND SURFACE.
 NE1231'
 NE1231'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1231'TRANSPORTATION DISKS.
 NE1231'
 NE1231'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1231'DESCRIBED BY G. ROSENDALE.
 NE1231
 NE1231                          STATION RECOVERY (1997)
 NE1231
 NE1231'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1242 ***********************************************************************
 NE1242  DESIGNATION -  44003 MIDH AZ MK
 NE1242  PID         -  NE1242
 NE1242  STATE/COUNTY-  MI/LAPEER
 NE1242  USGS QUAD   -  ALMONT (1991)
 NE1242
 NE1242                         *CURRENT SURVEY CONTROL
 NE1242  ___________________________________________________________________
 NE1242* NAD 83(1994)-  42 58 19.67936(N)    083 03 27.45007(W)     ADJUSTED  
 NE1242* NAVD 88     -       255.     (meters)     837.     (feet)  VERTCON   
 NE1242  ___________________________________________________________________
 NE1242  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 NE1242  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE1242
 NE1242  HORZ ORDER  -  SECOND
 NE1242
 NE1242.The horizontal coordinates were established by classical geodetic methods
 NE1242.and adjusted by the National Geodetic Survey in February 1997..
 NE1242
 NE1242.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1242
 NE1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1242
 NE1242.The geoid height was determined by GEOID03.
 NE1242
 NE1242;                    North         East     Units Scale Factor Converg.
 NE1242;SPC MI S     -   164,351.134 4,106,774.624   MT  0.99990803   +0 53 27.0
 NE1242;SPC MI S     -   539,209.76 13,473,670.03   iFT  0.99990803   +0 53 27.0
 NE1242;UTM  17      - 4,759,774.420   332,207.990   MT  0.99994636   -1 24 10.4
 NE1242
 NE1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1242!SPC MI S     -   0.99996548  x   0.99990803  =   0.99987352
 NE1242!UTM  17      -   0.99996548  x   0.99994636  =   0.99991184
 NE1242
 NE1242                          SUPERSEDED SURVEY CONTROL
 NE1242
 NE1242  NAD 83(1986)-  42 58 19.67397(N)    083 03 27.48164(W) AD(       ) 2
 NE1242  NAD 27      -  42 58 19.57389(N)    083 03 27.71106(W) AD(       ) 2
 NE1242  NGVD 29 (07/19/86)  255.     (m)          837.     (f) VERT ANG       
 NE1242
 NE1242.Superseded values are not recommended for survey control.
 NE1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1242.See file dsdata.txt to determine how the superseded data were derived.
 NE1242
 NE1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3220859774(NAD 83)
 NE1242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1242+STABILITY: SURFACE MOTION
 NE1242
 NE1242  HISTORY     - Date     Condition        Report By
 NE1242  HISTORY     - 1977     MONUMENTED       MIDH
 NE1242  HISTORY     - 19970706 GOOD             USPSQD
 NE1242
 NE1242                          STATION DESCRIPTION
 NE1242
 NE1242'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1242'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF ALMONT AND 4.5
 NE1242'MILES SOUTH OF IMLAY CITY, ALONG HIGHWAY M-53, ON STATE HIGHWAY
 NE1242'RIGHT-OF-WAY.
 NE1242'
 NE1242'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 NE1242'IN IMLAY CITY, GO SOUTH ALONG M-53 FOR 4.4 MILES TO THE STATION
 NE1242'ON THE LEFT.
 NE1242'
 NE1242'AZIMUTH MARKS, STAMPED---AZ 44003 1977---, ARE REFERENCE MARK
 NE1242'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1242'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1242'IT IS 30 FEET EAST OF THE CENTERLINE OF M-53, 29 FEET NORTHWEST
 NE1242'OF A 20-INCH LOCUST TREE, 25 FEET WEST OF A FENCE LINE AND 4.3
 NE1242'FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 NE1242'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1242'GROUND SURFACE.
 NE1242'
 NE1242'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44003 MIDH.
 NE1242'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1242'DESCRIBED BY G.P. ROSENDALE.
 NE1242
 NE1242                          STATION RECOVERY (1997)
 NE1242
 NE1242'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0949 ***********************************************************************
 OJ0949  DESIGNATION -  44004
 OJ0949  PID         -  OJ0949
 OJ0949  STATE/COUNTY-  MI/LAPEER
 OJ0949  USGS QUAD   -  IMLAY CITY (1963)
 OJ0949
 OJ0949                         *CURRENT SURVEY CONTROL
 OJ0949  ___________________________________________________________________
 OJ0949* NAD 83(1994)-  43 02 44.36301(N)    083 04 20.99905(W)     ADJUSTED  
 OJ0949* NAVD 88     -       253.7    (meters)     832.     (feet)  VERTCON   
 OJ0949  ___________________________________________________________________
 OJ0949  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 OJ0949  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0949
 OJ0949  HORZ ORDER  -  SECOND
 OJ0949
 OJ0949.The horizontal coordinates were established by classical geodetic methods
 OJ0949.and adjusted by the National Geodetic Survey in February 1997..
 OJ0949
 OJ0949.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0949
 OJ0949.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0949
 OJ0949.The geoid height was determined by GEOID03.
 OJ0949
 OJ0949;                    North         East     Units Scale Factor Converg.
 OJ0949;SPC MI S     -   172,498.581 4,105,435.898   MT  0.99991080   +0 52 50.6
 OJ0949;SPC MI S     -   565,940.23 13,469,277.88   iFT  0.99991080   +0 52 50.6
 OJ0949;UTM  17      - 4,767,969.257   331,196.519   MT  0.99995055   -1 24 53.9
 OJ0949
 OJ0949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0949!SPC MI S     -   0.99996565  x   0.99991080  =   0.99987645
 OJ0949!UTM  17      -   0.99996565  x   0.99995055  =   0.99991620
 OJ0949
 OJ0949:                Primary Azimuth Mark                     Grid Az
 OJ0949:SPC MI S     -  44004 MIDH AZ MK OFFSET                  002 13 39.3
 OJ0949:UTM  17      -  44004 MIDH AZ MK OFFSET                  004 31 23.8
 OJ0949
 OJ0949|---------------------------------------------------------------------|
 OJ0949| PID    Reference Object                     Distance      Geod. Az  |
 OJ0949|                                                           dddmmss.s |
 OJ0949| OJ0947 44004 MIDH AZ MK OFFSET             APPROX. 0.6 KM 0030629.9 |
 OJ0949| OJ0946 44004 MIDH AZ MK                    APPROX. 0.6 KM 0030628.6 |
 OJ0949| OJ0948 44004 MIDH PT A                       5.814 METERS 00521     |
 OJ0949| CH0644 44004 RM 2                           18.243 METERS 08647     |
 OJ0949| CH0643 44004 RM 1                            8.067 METERS 35313     |
 OJ0949|---------------------------------------------------------------------|
 OJ0949
 OJ0949                          SUPERSEDED SURVEY CONTROL
 OJ0949
 OJ0949  NAD 83(1986)-  43 02 44.35776(N)    083 04 21.02906(W) AD(       ) 2
 OJ0949  NAD 27      -  43 02 44.25960(N)    083 04 21.25721(W) AD(       ) 2
 OJ0949  NGVD 29 (07/19/86)  253.8    (m)          833.     (f) VERT ANG       
 OJ0949
 OJ0949.Superseded values are not recommended for survey control.
 OJ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0949.See file dsdata.txt to determine how the superseded data were derived.
 OJ0949
 OJ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3119767969(NAD 83)
 OJ0949_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0949_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0949
 OJ0949  HISTORY     - Date     Condition        Report By
 OJ0949  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0949  HISTORY     - 19970524 GOOD             USPSQD
 OJ0949
 OJ0949                          STATION DESCRIPTION
 OJ0949
 OJ0949'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0949'THE STATION IS LOCATED ABOUT 12.4 MILES EAST OF LAPEER, 1.5
 OJ0949'MILES NORTH-NORTHEAST OF IMLAY CITY, ALONG STATE HIGHWAY M-53,
 OJ0949'IN THE NORTHEAST 1/4 OF SETION 8, T 7 N, R 12 E, AND ON STATE
 OJ0949'HIGHWAY RIGHT-OF-WAY.
 OJ0949'
 OJ0949'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 OJ0949'GO NORTH ALONG M-53 FOR 1.1 MILES TO THE STATION ON THE LEFT.
 OJ0949'TO REACH THE AZIMUTH MARK FROM THE STATION FO NORTH ALONG M-53
 OJ0949'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 OJ0949'
 OJ0949'STATION MARKS, STAMPED---44004 1977---, ARE MICHIGAN DEPARTMENT
 OJ0949'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0949'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0949'SURFACE.  IT IS 29.2 FEET WEST OF THE CENTERLINE OF M-53, 29
 OJ0949'FEET SOUTHEAST OF A 5 INCH TWIN BOX ELDER TREE, 13 FEET NORTH-
 OJ0949'NORTHWEST OF A 16 INCH ASH TREE AND 4 FEET SOUTH-SOUTHEAST OF A
 OJ0949'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0949'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0949'
 OJ0949'REFERENCE MARK 1, STAMPED---NO 1 44004 1977---, IS SET IN THE
 OJ0949'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0949'GROUND SURFACE.  IT IS 39 FEET NORTH OF A 16-INCH ASH TREE,
 OJ0949'32 FEET WEST OF THE CENTERLINE OF M-53 AND 22.3 FEET NORTH OF
 OJ0949'A WITNESS POST.
 OJ0949'
 OJ0949'REFERENCE MARK 2, STAMPED---NO 2 44004 1977---, IS SET IN THE
 OJ0949'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0949'GROUND SURFACE.  IT IS 61 FEET EAST OF A WITNESS POST, 29.5
 OJ0949'FEET EAST OF THE CENTERLINE OF M-53, 27 FEET SOUTH-SOUTHWEST
 OJ0949'OF A 24 INCH ASH TREE AND 8.4 FEET SOUTHEAST OF A GUARD POST.
 OJ0949'
 OJ0949'AZIMUTH MARKS, STAMPED---AZ MK 44004 1977---, ARE REFERENCE
 OJ0949'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0949'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0949'IT IS 43 FEET WEST OF THE CENTERLINE OF M-53, 19.2 FEET
 OJ0949'NORTHEAST OF A PROPERTY CORNER, 4.6 FEET SOUTH OF A WITNESS
 OJ0949'POST AND 4 FEET SOUTHEAST OF A POWER POLE.  THE UNDERGROUND
 OJ0949'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0949'INCHES BELOW THE GROUND SURFACE.
 OJ0949'
 OJ0949'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0949'TRANSPORTATION DISKS.
 OJ0949'
 OJ0949'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0949'DESCRIBED BY G. ROSENDALE.
 OJ0949
 OJ0949                          STATION RECOVERY (1997)
 OJ0949
 OJ0949'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0946 ***********************************************************************
 OJ0946  DESIGNATION -  44004 MIDH AZ MK
 OJ0946  PID         -  OJ0946
 OJ0946  STATE/COUNTY-  MI/LAPEER
 OJ0946  USGS QUAD   -  IMLAY CITY (1963)
 OJ0946
 OJ0946                         *CURRENT SURVEY CONTROL
 OJ0946  ___________________________________________________________________
 OJ0946* NAD 83(1994)-  43 03 02.46851(N)    083 04 19.65858(W)     ADJUSTED  
 OJ0946* NAVD 88     -       253.1    (meters)     830.     (feet)  VERTCON   
 OJ0946  ___________________________________________________________________
 OJ0946  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 OJ0946  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0946
 OJ0946  HORZ ORDER  -  SECOND
 OJ0946
 OJ0946.The horizontal coordinates were established by classical geodetic methods
 OJ0946.and adjusted by the National Geodetic Survey in February 1997..
 OJ0946
 OJ0946.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0946
 OJ0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0946
 OJ0946.The geoid height was determined by GEOID03.
 OJ0946
 OJ0946;                    North         East     Units Scale Factor Converg.
 OJ0946;SPC MI S     -   173,057.656 4,105,457.642   MT  0.99991105   +0 52 51.5
 OJ0946;SPC MI S     -   567,774.46 13,469,349.22   iFT  0.99991105   +0 52 51.5
 OJ0946;UTM  17      - 4,768,527.033   331,240.642   MT  0.99995036   -1 24 53.5
 OJ0946
 OJ0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0946!SPC MI S     -   0.99996574  x   0.99991105  =   0.99987680
 OJ0946!UTM  17      -   0.99996574  x   0.99995036  =   0.99991610
 OJ0946
 OJ0946                          SUPERSEDED SURVEY CONTROL
 OJ0946
 OJ0946  NAD 83(1986)-  43 03 02.46325(N)    083 04 19.68848(W) AD(       ) 2
 OJ0946  NAD 27      -  43 03 02.36523(N)    083 04 19.91671(W) AD(       ) 2
 OJ0946  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0946
 OJ0946.Superseded values are not recommended for survey control.
 OJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0946.See file dsdata.txt to determine how the superseded data were derived.
 OJ0946
 OJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3124168527(NAD 83)
 OJ0946_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0946+STABILITY: SURFACE MOTION
 OJ0946
 OJ0946  HISTORY     - Date     Condition        Report By
 OJ0946  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0946  HISTORY     - 19970524 GOOD             USPSQD
 OJ0946
 OJ0946                          STATION DESCRIPTION
 OJ0946
 OJ0946'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0946'THE STATION IS LOCATED ABOUT 12.4 MILES EAST OF LAPEER, 2
 OJ0946'MILES NORTH-NORTHEAST OF IMLAY CITY, ALONG STATE HIGHWAY M-53.
 OJ0946'
 OJ0946'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-21 AND M-53
 OJ0946'GO NORTH ALONG M-53 FOR 1.5 MILES TO THE STATION ON THE LEFT.
 OJ0946'
 OJ0946'AZIMUTH MARKS, STAMPED---AZ MK 44004 1977---, ARE REFERENCE
 OJ0946'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0946'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0946'IT IS 43 FEET WEST OF THE CENTERLINE OF M-53, 19.2 FEET
 OJ0946'NORTHEAST OF A PROPERTY CORNER, 4.6 FEET SOUTH OF A WITNESS
 OJ0946'POST AND 4 FEET SOUTHEAST OF A POWER POLE.  THE UNDERGROUND
 OJ0946'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0946'INCHES BELOW THE GROUND SURFACE.
 OJ0946'
 OJ0946'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44004 MIDH.
 OJ0946'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0946'DESCRIBED BY G.P. ROSENDALE.
 OJ0946
 OJ0946                          STATION RECOVERY (1997)
 OJ0946
 OJ0946'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0945 ***********************************************************************
 OJ0945  DESIGNATION -  44005
 OJ0945  PID         -  OJ0945
 OJ0945  STATE/COUNTY-  MI/LAPEER
 OJ0945  USGS QUAD   -  IMLAY CITY (1963)
 OJ0945
 OJ0945                         *CURRENT SURVEY CONTROL
 OJ0945  ___________________________________________________________________
 OJ0945* NAD 83(1994)-  43 00 16.82923(N)    083 07 14.26713(W)     ADJUSTED  
 OJ0945* NAVD 88     -       268.4    (meters)     881.     (feet)  VERTCON   
 OJ0945  ___________________________________________________________________
 OJ0945  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OJ0945  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0945
 OJ0945  HORZ ORDER  -  SECOND
 OJ0945
 OJ0945.The horizontal coordinates were established by classical geodetic methods
 OJ0945.and adjusted by the National Geodetic Survey in February 1997..
 OJ0945
 OJ0945.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0945
 OJ0945.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0945
 OJ0945.The geoid height was determined by GEOID03.
 OJ0945
 OJ0945;                    North         East     Units Scale Factor Converg.
 OJ0945;SPC MI S     -   167,887.558 4,101,582.404   MT  0.99990905   +0 50 52.7
 OJ0945;SPC MI S     -   550,812.20 13,456,635.18   iFT  0.99990905   +0 50 52.7
 OJ0945;UTM  17      - 4,763,516.040   327,161.254   MT  0.99996751   -1 26 48.3
 OJ0945
 OJ0945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0945!SPC MI S     -   0.99996335  x   0.99990905  =   0.99987240
 OJ0945!UTM  17      -   0.99996335  x   0.99996751  =   0.99993086
 OJ0945
 OJ0945|---------------------------------------------------------------------|
 OJ0945| PID    Reference Object                     Distance      Geod. Az  |
 OJ0945|                                                           dddmmss.s |
 OJ0945| CH0645 44005 RM 1                           14.767 METERS 01728     |
 OJ0945| OJ0944 44005 MIDH RM 2                      11.975 METERS 13823     |
 OJ0945| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 7.0 KM 2010501.6 |
 OJ0945| OJ0960 44005 MIDH AZ MK                    APPROX. 0.5 KM 2684805.8 |
 OJ0945|---------------------------------------------------------------------|
 OJ0945
 OJ0945                          SUPERSEDED SURVEY CONTROL
 OJ0945
 OJ0945  NAD 83(1986)-  43 00 16.82441(N)    083 07 14.29796(W) AD(       ) 2
 OJ0945  NAD 27      -  43 00 16.72484(N)    083 07 14.51994(W) AD(       ) 2
 OJ0945  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 OJ0945
 OJ0945.Superseded values are not recommended for survey control.
 OJ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0945.See file dsdata.txt to determine how the superseded data were derived.
 OJ0945
 OJ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2716163516(NAD 83)
 OJ0945_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0945_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0945
 OJ0945  HISTORY     - Date     Condition        Report By
 OJ0945  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0945
 OJ0945                          STATION DESCRIPTION
 OJ0945
 OJ0945'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0945'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF DRYDEN, 2.6 MILES
 OJ0945'SOUTHWEST OF IMLAY CITY, ALONG NEWARK ROAD AND ON ROAD RIGHT-OF
 OJ0945'-WAY, AND IN THE NORTHWEST 1/4 OF SECTION 25, T 7 N, R 11 E.
 OJ0945'
 OJ0945'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0945'M-21 AND M-53 GO SOUTH ALONG M-53 FOR 1.7 MILES TO NEWARK ROAD,
 OJ0945'GO WEST ALONG NEWARK ROAD FOR 2.6 MILES TO THE STATION ON THE
 OJ0945'LEFT.  TO REACH THE AZIMUTH MARK CONTINUE WEST FOR 0.35 MILE TO
 OJ0945'THE MARK ON THE RIGHT.
 OJ0945'
 OJ0945'STATION MARKS, STAMPED---44005 1977---, ARE MIDHIGAN DEPARTMENT
 OJ0945'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0945'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0945'SURFACE.  IT IS 54 FEET SOUTH-SOUTHEAST OF A 13 INCH TWIN ASH
 OJ0945'TREE, 27 FEET WEST OF A 30 INCH ASH TREE, 20.5 FEET SOUTH OF
 OJ0945'THE CENTERLINE OF NEWARK ROAD AND 4 FEET WEST OF A WITNESS
 OJ0945'POST.
 OJ0945'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0945'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0945'
 OJ0945'REFERENCE MARK 1, STAMPED---NO 1 44005 1977---, IS SET IN THE
 OJ0945'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0945'GROUND SURFACE.  IT IS 50 FEET NORTH-NORTHWEST OF A 30-INCH ASH
 OJ0945'TREE, 25 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD AND 24
 OJ0945'FEET EAST-SOUTHEAST OF A 13 INCH TWIN ASH TREE.
 OJ0945'
 OJ0945'REFERENCE MARK 2, STAMPED---NO 2 44005 1977---, IS SET IN THE
 OJ0945'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0945'GROUND SURFACE.  IT IS 51 FEET SOUTH OF THE CENTERLINE OF
 OJ0945'NEWARK ROAD, 27 FEET SOUTH OF A 30 INCH ASH TREE AND 4 FEET
 OJ0945'WEST OF A FENCE LINE.
 OJ0945'
 OJ0945'AZIMUTH MARKS, STAMPED---AZ 44005 1977---, ARE REFERENCE MARK
 OJ0945'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0945'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0945'IT IS 57 FEET EAST OF A 20 INCH OAK TREE, 24 FEET NORTH OF THE
 OJ0945'CENTERLINE OF NEWARK ROAD, 10 FEET SOUTHWEST OF A 40 INCH
 OJ0945'STUMP AND 3.7 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 OJ0945'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0945'INCHES BELOW THE GROUND SURFACE.
 OJ0945'
 OJ0945'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0945'TRANSPORTATION DISKS.
 OJ0945'
 OJ0945'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0945'DESCRIBED BY G. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0960 ***********************************************************************
 OJ0960  DESIGNATION -  44005 MIDH AZ MK
 OJ0960  PID         -  OJ0960
 OJ0960  STATE/COUNTY-  MI/LAPEER
 OJ0960  USGS QUAD   -  ATTICA (1963)
 OJ0960
 OJ0960                         *CURRENT SURVEY CONTROL
 OJ0960  ___________________________________________________________________
 OJ0960* NAD 83(1994)-  43 00 16.47826(N)    083 07 37.08564(W)     ADJUSTED  
 OJ0960* NAVD 88     -       269.6    (meters)     885.     (feet)  VERTCON   
 OJ0960  ___________________________________________________________________
 OJ0960  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 OJ0960  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0960
 OJ0960  HORZ ORDER  -  SECOND
 OJ0960
 OJ0960.The horizontal coordinates were established by classical geodetic methods
 OJ0960.and adjusted by the National Geodetic Survey in February 1997..
 OJ0960
 OJ0960.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0960
 OJ0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0960
 OJ0960.The geoid height was determined by GEOID03.
 OJ0960
 OJ0960;                    North         East     Units Scale Factor Converg.
 OJ0960;SPC MI S     -   167,869.101 4,101,065.861   MT  0.99990905   +0 50 37.1
 OJ0960;SPC MI S     -   550,751.64 13,454,940.49   iFT  0.99990905   +0 50 37.1
 OJ0960;UTM  17      - 4,763,518.280   326,644.355   MT  0.99996971   -1 27 03.9
 OJ0960
 OJ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0960!SPC MI S     -   0.99996316  x   0.99990905  =   0.99987221
 OJ0960!UTM  17      -   0.99996316  x   0.99996971  =   0.99993287
 OJ0960
 OJ0960                          SUPERSEDED SURVEY CONTROL
 OJ0960
 OJ0960  NAD 83(1986)-  43 00 16.47347(N)    083 07 37.11647(W) AD(       ) 2
 OJ0960  NAD 27      -  43 00 16.37390(N)    083 07 37.33770(W) AD(       ) 2
 OJ0960  NGVD 29 (07/19/86)  269.7    (m)          885.     (f) VERT ANG       
 OJ0960
 OJ0960.Superseded values are not recommended for survey control.
 OJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0960.See file dsdata.txt to determine how the superseded data were derived.
 OJ0960
 OJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2664463518(NAD 83)
 OJ0960_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0960+STABILITY: SURFACE MOTION
 OJ0960
 OJ0960  HISTORY     - Date     Condition        Report By
 OJ0960  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0960
 OJ0960                          STATION DESCRIPTION
 OJ0960
 OJ0960'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0960'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF DRYDEN, 2.6 MILES
 OJ0960'SOUTHWEST OF IMLAY CITY, ALONG NEWARK ROAD AND ON ROAD RIGHT-OF
 OJ0960'-WAY.
 OJ0960'
 OJ0960'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0960'M-21 AND M-53 GO SOUTH ALONG M-53 FOR 1.7 MILES TO NEWARK ROAD,
 OJ0960'GO WEST ALONG NEWARK ROAD FOR 2.95 MILES TO THE STATION ON THE
 OJ0960'RIGHT.
 OJ0960'
 OJ0960'AZIMUTH MARKS, STAMPED---AZ 44005 1977---, ARE REFERENCE MARK
 OJ0960'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0960'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0960'IT IS 57 FEET EAST OF A 20 INCH OAK TREE, 24 FEET NORTH OF THE
 OJ0960'CENTERLINE OF NEWARK ROAD, 10 FEET SOUTHWEST OF A 40 INCH
 OJ0960'STUMP AND 3.7 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 OJ0960'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0960'INCHES BELOW THE GROUND SURFACE.
 OJ0960'
 OJ0960'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44005 MIDH.
 OJ0960'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0960'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1238 ***********************************************************************
 NE1238  DESIGNATION -  44006
 NE1238  PID         -  NE1238
 NE1238  STATE/COUNTY-  MI/LAPEER
 NE1238  USGS QUAD   -  ALMONT (1991)
 NE1238
 NE1238                         *CURRENT SURVEY CONTROL
 NE1238  ___________________________________________________________________
 NE1238* NAD 83(1994)-  42 54 27.75777(N)    083 02 39.24101(W)     ADJUSTED  
 NE1238* NAVD 88     -       258.6    (meters)     848.     (feet)  VERTCON   
 NE1238  ___________________________________________________________________
 NE1238  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 NE1238  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE1238
 NE1238  HORZ ORDER  -  SECOND
 NE1238
 NE1238.The horizontal coordinates were established by classical geodetic methods
 NE1238.and adjusted by the National Geodetic Survey in February 1997..
 NE1238
 NE1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1238
 NE1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1238
 NE1238.The geoid height was determined by GEOID03.
 NE1238
 NE1238;                    North         East     Units Scale Factor Converg.
 NE1238;SPC MI S     -   157,212.935 4,107,979.230   MT  0.99990696   +0 53 59.8
 NE1238;SPC MI S     -   515,790.47 13,477,622.15   iFT  0.99990696   +0 53 59.8
 NE1238;UTM  17      - 4,752,593.476   333,126.084   MT  0.99994259   -1 23 31.5
 NE1238
 NE1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1238!SPC MI S     -   0.99996491  x   0.99990696  =   0.99987187
 NE1238!UTM  17      -   0.99996491  x   0.99994259  =   0.99990750
 NE1238
 NE1238|---------------------------------------------------------------------|
 NE1238| PID    Reference Object                     Distance      Geod. Az  |
 NE1238|                                                           dddmmss.s |
 NE1238| NE1237 44006 MIDH RM 2                       6.317 METERS 17728     |
 NE1238| NE1229 44006 MIDH AZ MK                    APPROX. 1.1 KM 1785151.2 |
 NE1238| NE1239 44006 MIDH PT A                       8.014 METERS 21022     |
 NE1238| CH0646 44006 RM 1                            6.453 METERS 35808     |
 NE1238|---------------------------------------------------------------------|
 NE1238
 NE1238                          SUPERSEDED SURVEY CONTROL
 NE1238
 NE1238  NAD 83(1986)-  42 54 27.75264(N)    083 02 39.27355(W) AD(       ) 2
 NE1238  NAD 27      -  42 54 27.65044(N)    083 02 39.50472(W) AD(       ) 2
 NE1238  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 NE1238
 NE1238.Superseded values are not recommended for survey control.
 NE1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1238.See file dsdata.txt to determine how the superseded data were derived.
 NE1238
 NE1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312652593(NAD 83)
 NE1238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1238
 NE1238  HISTORY     - Date     Condition        Report By
 NE1238  HISTORY     - 1977     MONUMENTED       MIDH
 NE1238  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 NE1238
 NE1238                          STATION DESCRIPTION
 NE1238
 NE1238'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1238'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROMEO, 1 MILE
 NE1238'SOUTH OF ALMONT, ALONG STATE HIGHWAY M-53 RIGHT-OF-WAY AND IN
 NE1238'THE SOUTHWEST 1/4 OF SECTION 27, T 6 N, R 12 E.
 NE1238'
 NE1238'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO SOUTH
 NE1238'ALONG HIGHWAY M-53 (MAIN STREET) FOR 0.9 MILE TO THE STATION ON
 NE1238'THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH
 NE1238'ALONG HIGHWAY M-53 FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 NE1238'
 NE1238'STATION MARKS, STAMPED---44006 1977---, ARE MICHIGAN DEPARTMENT
 NE1238'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1238'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1238'SURFACE.  IT IS 123 FEET SOUTHEAST OF A 10 INCH CHESTNUT TREE,
 NE1238'33 FEET EAST OF THE CENTERLINE OF M-53, 5 FEET WEST OF A FENCE
 NE1238'AND 3.7 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 NE1238'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NE1238'THE GROUND SURFACE.
 NE1238'
 NE1238'REFERENCE MARK 1, STAMPED---NO 1 44006 1977---, IS SET IN THE
 NE1238'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1238'GROUND SURFACE.  IT IS 33 FEET EAST OF THE CENTERLINE OF M-53
 NE1238'17.3 FEET NORTTH OF A WITNESS POST AND 5 FEET WEST OF A FENCE.
 NE1238'
 NE1238'REFERENCE MARK 2, STAMPED---NO 2 44006 1977---, IS SET IN THE
 NE1238'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1238'GROUND SURFACE.  IT IS 33 FEET EAST OF THE CENTERLINE OF M-53
 NE1238'24.4 FEET SOUTH OF A WITNESS POST AND 4.8 FEET WEST OF A FENCE.
 NE1238'
 NE1238'AZIMUTH MARKS, STAMPED---AZ 44006 1977---, ARE REFERENCE MARK
 NE1238'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1238'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1238'IT IS 39.5 FEET SOUTHEAST OF A 2 INCH PLUM TREE, 34 FEET WEST
 NE1238'OF THE CENTERLINE OF M-53, 9 FEET NORTHEAST OF A POWER POLE
 NE1238'AND 4.1 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK
 NE1238'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NE1238'BELOW THE GROUND SURFACE.
 NE1238'
 NE1238'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1238'TRANSPORTATION DISKS.
 NE1238'
 NE1238'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1238'DESCRIBED BY G. ROSENDALE.
 NE1238
 NE1238                          STATION RECOVERY (1997)
 NE1238
 NE1238'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1229 ***********************************************************************
 NE1229  DESIGNATION -  44006 MIDH AZ MK
 NE1229  PID         -  NE1229
 NE1229  STATE/COUNTY-  MI/LAPEER
 NE1229  USGS QUAD   -  ALMONT (1991)
 NE1229
 NE1229                         *CURRENT SURVEY CONTROL
 NE1229  ___________________________________________________________________
 NE1229* NAD 83(1994)-  42 53 53.40783(N)    083 02 38.31474(W)     ADJUSTED  
 NE1229* NAVD 88     -       264.     (meters)     866.     (feet)  VERTCON   
 NE1229  ___________________________________________________________________
 NE1229  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 NE1229  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE1229
 NE1229  HORZ ORDER  -  SECOND
 NE1229
 NE1229.The horizontal coordinates were established by classical geodetic methods
 NE1229.and adjusted by the National Geodetic Survey in February 1997..
 NE1229
 NE1229.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1229
 NE1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1229
 NE1229.The geoid height was determined by GEOID03.
 NE1229
 NE1229;                    North         East     Units Scale Factor Converg.
 NE1229;SPC MI S     -   156,153.504 4,108,016.888   MT  0.99990690   +0 54 00.5
 NE1229;SPC MI S     -   512,314.65 13,477,745.70   iFT  0.99990690   +0 54 00.5
 NE1229;UTM  17      - 4,751,533.349   333,121.344   MT  0.99994261   -1 23 29.9
 NE1229
 NE1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1229!SPC MI S     -   0.99996408  x   0.99990690  =   0.99987098
 NE1229!UTM  17      -   0.99996408  x   0.99994261  =   0.99990669
 NE1229
 NE1229                          SUPERSEDED SURVEY CONTROL
 NE1229
 NE1229  NAD 83(1986)-  42 53 53.40271(N)    083 02 38.34741(W) AD(       ) 2
 NE1229  NAD 27      -  42 53 53.30024(N)    083 02 38.57860(W) AD(       ) 2
 NE1229  NGVD 29 (07/19/86)  264.     (m)          866.     (f) VERT ANG       
 NE1229
 NE1229.Superseded values are not recommended for survey control.
 NE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1229.See file dsdata.txt to determine how the superseded data were derived.
 NE1229
 NE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312151533(NAD 83)
 NE1229_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1229+STABILITY: SURFACE MOTION
 NE1229
 NE1229  HISTORY     - Date     Condition        Report By
 NE1229  HISTORY     - 1977     MONUMENTED       MIDH
 NE1229  HISTORY     - 19970706 GOOD             USPSQD
 NE1229  HISTORY     - 20060808 MARK NOT FOUND   INDIV
 NE1229
 NE1229                          STATION DESCRIPTION
 NE1229
 NE1229'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1229'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROMEO, 1.5 MILES
 NE1229'SOUTH OF ALMONT, ALONG STATE HIGHWAY M-53 RIGHT-OF-WAY.
 NE1229'
 NE1229'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO SOUTH
 NE1229'ALONG HIGHWAY M-53 (MAIN STREET) FOR 1.6 MILES TO THE STATION
 NE1229'ON THE RIGHT.
 NE1229'
 NE1229'AZIMUTH MARKS, STAMPED---AZ 44006 1977---, ARE REFERENCE MARK
 NE1229'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1229'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1229'IT IS 39.5 FEET SOUTHEAST OF A 2 INCH PLUM TREE, 34 FEET WEST
 NE1229'OF THE CENTERLINE OF M-53, 9 FEET NORTHEAST OF A POWER POLE
 NE1229'AND 4.1 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK
 NE1229'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NE1229'BELOW THE GROUND SURFACE.
 NE1229'
 NE1229'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44006 MIDH.
 NE1229'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1229'DESCRIBED BY G.P. ROSENDALE.
 NE1229
 NE1229                          STATION RECOVERY (1997)
 NE1229
 NE1229'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1229'RECOVERED IN GOOD CONDITION.
 NE1229
 NE1229                          STATION RECOVERY (2006)
 NE1229
 NE1229'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1229'CORNER DESTROYED, DUE TO THE WIDENING OF STATE HIGHWAY M-53 (VAN
 NE1229'DYKE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0653 ***********************************************************************
 OJ0653  DESIGNATION -  44007
 OJ0653  PID         -  OJ0653
 OJ0653  STATE/COUNTY-  MI/LAPEER
 OJ0653  USGS QUAD   -  ATTICA (1963)
 OJ0653
 OJ0653                         *CURRENT SURVEY CONTROL
 OJ0653  ___________________________________________________________________
 OJ0653* NAD 83(1994)-  43 00 08.19220(N)    083 12 13.31166(W)     ADJUSTED  
 OJ0653* NAVD 88     -       296.595  (meters)     973.08   (feet)  ADJUSTED  
 OJ0653  ___________________________________________________________________
 OJ0653  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OJ0653  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OJ0653  DYNAMIC HT  -         296.512 (meters)     972.81  (feet)  COMP
 OJ0653  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 OJ0653
 OJ0653  HORZ ORDER  -  SECOND
 OJ0653  VERT ORDER  -  SECOND    CLASS II
 OJ0653
 OJ0653.The horizontal coordinates were established by classical geodetic methods
 OJ0653.and adjusted by the National Geodetic Survey in February 1997..
 OJ0653
 OJ0653.The orthometric height was determined by differential leveling
 OJ0653.and adjusted by the National Geodetic Survey in June 1991..
 OJ0653
 OJ0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0653
 OJ0653.The geoid height was determined by GEOID03.
 OJ0653
 OJ0653.The dynamic height is computed by dividing the NAVD 88
 OJ0653.geopotential number by the normal gravity value computed on the
 OJ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0653.degrees latitude (g = 980.6199 gals.).
 OJ0653
 OJ0653.The modeled gravity was interpolated from observed gravity values.
 OJ0653
 OJ0653;                    North         East     Units Scale Factor Converg.
 OJ0653;SPC MI S     -   167,524.192 4,094,814.469   MT  0.99990897   +0 47 29.2
 OJ0653;SPC MI S     -   549,620.05 13,434,430.67   iFT  0.99990897   +0 47 29.2
 OJ0653;UTM  17      - 4,763,423.950   320,383.702   MT  0.99999690   -1 30 12.2
 OJ0653
 OJ0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0653!SPC MI S     -   0.99995891  x   0.99990897  =   0.99986789
 OJ0653!UTM  17      -   0.99995891  x   0.99999690  =   0.99995581
 OJ0653
 OJ0653|---------------------------------------------------------------------|
 OJ0653| PID    Reference Object                     Distance      Geod. Az  |
 OJ0653|                                                           dddmmss.s |
 OJ0653| CH0648 44007 RM 2                           21.335 METERS 02141     |
 OJ0653| OJ0957 ATTICA UNIDENTIFIED MAST            APPROX. 2.1 KM 0840539.1 |
 OJ0653| CH0647 44007 RM 1                            6.796 METERS 28423     |
 OJ0653| OJ0958 PRATT                               APPROX. 1.8 KM 3015548.7 |
 OJ0653|---------------------------------------------------------------------|
 OJ0653
 OJ0653                          SUPERSEDED SURVEY CONTROL
 OJ0653
 OJ0653  NAD 83(1986)-  43 00 08.18786(N)    083 12 13.34241(W) AD(       ) 2
 OJ0653  NAD 27      -  43 00 08.08805(N)    083 12 13.55442(W) AD(       ) 2
 OJ0653  NGVD 29 (??/??/92)  296.724  (m)          973.50   (f) ADJ UNCH    2 2
 OJ0653
 OJ0653.Superseded values are not recommended for survey control.
 OJ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0653.See file dsdata.txt to determine how the superseded data were derived.
 OJ0653
 OJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2038463424(NAD 83)
 OJ0653_MARKER: DS = TRIANGULATION STATION DISK
 OJ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0653_SP_SET: CONCRETE POST
 OJ0653_STAMPING: 44007 1977
 OJ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0653+STABILITY: SURFACE MOTION
 OJ0653
 OJ0653  HISTORY     - Date     Condition        Report By
 OJ0653  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0653  HISTORY     - 1977     GOOD             MIDH
 OJ0653
 OJ0653                          STATION DESCRIPTION
 OJ0653
 OJ0653'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0653'THE STATION IS ABOUT 6.8 MILES SOUTHEAST OF LAPEER, 6.5 MILES
 OJ0653'WEST-SOUTHWEST OF IMLAY CITY AND 3.5 MILES SOUTHWEST OF ATTICA
 OJ0653'ALONG NEWARK ROAD RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF
 OJ0653'SECTION 29, T 7 N, R 11 E.
 OJ0653'
 OJ0653'TO REACH FROM THE POST OFFICE IN ATTICA, GO SOUTH ALONG
 OJ0653'LAKE PLEASANT ROAD FOR 2 MILE TO NEWARK ROAD, GO WEST ALONG
 OJ0653'NEWARK ROAD FOR 2 MILES TO THE STATION ON THE LEFT.
 OJ0653'
 OJ0653'STATION MARKS, STAMPED---44007 1977---, ARE MICHIGAN DEPARTMENT
 OJ0653'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0653'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0653'SURFACE.  IT IS 38 FEET EAST-NORTHEAST OF A POWER POLE, 32.4
 OJ0653'FEET SOUTH-SOUTHEAST OF A MONUMENT BOX IN THE CENTER OF NEWARK
 OJ0653'ROAD, 29.5 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 4
 OJ0653'FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ0653'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0653'GROUND SURFACE.
 OJ0653'
 OJ0653'REFERENCE MARK 1, STAMPED---NO 1 44007 1977---, IS SET IN THE
 OJ0653'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0653'GROUND SURFACE.  IT IS 28.3 FEET SOUTHWEST OF A MONUMENT BOX IN
 OJ0653'THE CENTER OF NEWARK ROAD, 22.6 FEET SOUTH OF THE CENTERLINE
 OJ0653'OF NEWARK ROAD AND 18 FEET WEST-NORTHWEST OF A WITNESS POST.
 OJ0653'
 OJ0653'REFERENCE MARK 2, STAMPED---NO 2 44007 1977---, IS SET IN THE
 OJ0653'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0653'GROUND SURFACE.  IT IS 49 FEET NORTHEAST OF A MONUMENT BOX IN
 OJ0653'THE CENTER OF NEWARK ROAD, 34 FEET NORTH OF THE CENTERLINE OF
 OJ0653'NEWARK ROAD AND 11.2 FEET EAST OF A STREET SIGN POST.
 OJ0653'
 OJ0653'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0653'TRANSPORTATION DISKS.
 OJ0653'
 OJ0653'HEIGHT OF LIGHT ABOVE STATION WAS 1.2 METERS.
 OJ0653'DESCRIBED BY G ROSENDALE.
 OJ0653
 OJ0653                          STATION RECOVERY (1977)
 OJ0653
 OJ0653'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0653'3.5 MI SW FROM ATTICA.
 OJ0653'LAPEER COUNTY, T7N R11E, ATTICA TOWNSHIP, SECTION 29. FROM THE POST
 OJ0653'OFFICE AT ATTICA, GO SOUTH 2.0 MILES ALONG LAKE PLEASANT ROAD TO
 OJ0653'NEWARK ROAD, GO WEST ALONG NEWARK ROAD 2.0 MILES TO MARK ON LEFT. IT
 OJ0653'IS 38 FEET EASTNORTHEAST OF A POWER POLE, 32.4 FEET SOUTHSOUTHEAST
 OJ0653'OF A MONUMENT BOX IN THE CENTERLINE OF NEWARK ROAD, 29.5 FEET SOUTH OF
 OJ0653'THE CENTERLINE OF NEWARK ROAD AND 4 FEET EAST OF A METAL WITNESS POST.
 OJ0653'A STANDARD DISK STAMPED 44007 1977 SET IN TOP OF A 12 INCH CONCRETE
 OJ0653'POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0654 ***********************************************************************
 OJ0654  DESIGNATION -  44008
 OJ0654  PID         -  OJ0654
 OJ0654  STATE/COUNTY-  MI/LAPEER
 OJ0654  USGS QUAD   -  ATTICA (1963)
 OJ0654
 OJ0654                         *CURRENT SURVEY CONTROL
 OJ0654  ___________________________________________________________________
 OJ0654* NAD 83(1994)-  43 00 09.98196(N)    083 11 27.34991(W)     ADJUSTED  
 OJ0654* NAVD 88     -       281.899  (meters)     924.86   (feet)  ADJUSTED  
 OJ0654  ___________________________________________________________________
 OJ0654  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 OJ0654  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0654  DYNAMIC HT  -         281.820 (meters)     924.60  (feet)  COMP
 OJ0654  MODELED GRAV-     980,332.7   (mgal)                       NAVD 88
 OJ0654
 OJ0654  HORZ ORDER  -  SECOND
 OJ0654  VERT ORDER  -  SECOND    CLASS II
 OJ0654
 OJ0654.The horizontal coordinates were established by classical geodetic methods
 OJ0654.and adjusted by the National Geodetic Survey in February 1997..
 OJ0654
 OJ0654.The orthometric height was determined by differential leveling
 OJ0654.and adjusted by the National Geodetic Survey in June 1991..
 OJ0654
 OJ0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0654
 OJ0654.The geoid height was determined by GEOID03.
 OJ0654
 OJ0654.The dynamic height is computed by dividing the NAVD 88
 OJ0654.geopotential number by the normal gravity value computed on the
 OJ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0654.degrees latitude (g = 980.6199 gals.).
 OJ0654
 OJ0654.The modeled gravity was interpolated from observed gravity values.
 OJ0654
 OJ0654;                    North         East     Units Scale Factor Converg.
 OJ0654;SPC MI S     -   167,593.869 4,095,854.510   MT  0.99990898   +0 48 00.4
 OJ0654;SPC MI S     -   549,848.65 13,437,842.88   iFT  0.99990898   +0 48 00.4
 OJ0654;UTM  17      - 4,763,451.929   321,425.788   MT  0.99999231   -1 29 40.9
 OJ0654
 OJ0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0654!SPC MI S     -   0.99996122  x   0.99990898  =   0.99987020
 OJ0654!UTM  17      -   0.99996122  x   0.99999231  =   0.99995353
 OJ0654
 OJ0654|---------------------------------------------------------------------|
 OJ0654| PID    Reference Object                     Distance      Geod. Az  |
 OJ0654|                                                           dddmmss.s |
 OJ0654| CH0649 44008 RM 1                           16.267 METERS 07943     |
 OJ0654| OJ0957 ATTICA UNIDENTIFIED MAST            APPROX. 1.1 KM 0812240.0 |
 OJ0654| CH0650 44008 RM 2                           15.098 METERS 17630     |
 OJ0654| OJ0653 44007                               APPROX. 1.0 KM 2665802.5 |
 OJ0654|---------------------------------------------------------------------|
 OJ0654
 OJ0654                          SUPERSEDED SURVEY CONTROL
 OJ0654
 OJ0654  NAD 83(1986)-  43 00 09.97755(N)    083 11 27.38068(W) AD(       ) 2
 OJ0654  NAD 27      -  43 00 09.87772(N)    083 11 27.59423(W) AD(       ) 2
 OJ0654  NGVD 29 (??/??/92)  282.028  (m)          925.29   (f) ADJ UNCH    2 2
 OJ0654
 OJ0654.Superseded values are not recommended for survey control.
 OJ0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0654.See file dsdata.txt to determine how the superseded data were derived.
 OJ0654
 OJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2142663452(NAD 83)
 OJ0654_MARKER: DS = TRIANGULATION STATION DISK
 OJ0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0654_SP_SET: CONCRETE POST
 OJ0654_STAMPING: 44008 1977
 OJ0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0654+STABILITY: SURFACE MOTION
 OJ0654
 OJ0654  HISTORY     - Date     Condition        Report By
 OJ0654  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0654  HISTORY     - 1977     GOOD             MIDH
 OJ0654
 OJ0654                          STATION DESCRIPTION
 OJ0654
 OJ0654'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0654'THE STATION IS LOCATED ABOUT 6 MILES WEST-SOUTHWEST OF IMLAY
 OJ0654'CITY AND 2.5 MILES SOUTHWEST OF ATTICA ALONG ROAD RIGHT-OF-WAY
 OJ0654'IN THE SOUTHEAST 1/4 OF SECTION 20, T 7 N, R 11 E.
 OJ0654'
 OJ0654'TO REACH THE STATION FROM THE POST OFFICE IN ATTICA, GO SOUTH
 OJ0654'ALONG LAKE PLEASANT ROAD FOR 2 MILES TO NEWARK ROAD, GO WEST
 OJ0654'ALONG NEWARK ROAD FOR 1.3 MILES TO STATION ON THE RIGHT.
 OJ0654'
 OJ0654'STATION MARKS, STAMPED---44008 1977---, ARE MICHIGAN DEPARTMENT
 OJ0654'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0654'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0654'SURFACE.  IT IS 57 FEET SOUTH-SOUTHEAST OF A 14 INCH MAPLE TREE
 OJ0654'33 FEET EAST-SOUTHEAST OF A 13 INCH MAPLE TREE, 21 FEET NORTH
 OJ0654'OF THE CENTERLINE OF NEWARK ROAD, AND 4.5 FEET WEST OF A
 OJ0654'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0654'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0654'
 OJ0654'REFERENCE MARK 1, STAMPED---NO 1 44008 1977---, IS SET IN THE
 OJ0654'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0654'GROUND SURFACE.  IT IS 81 FEET EAST OF A 30 INCH MAPLE TREE,
 OJ0654'48.8 FEET EAST-NORTHEAST OF A WITNESS POST, AND 28.5 FEET
 OJ0654'NORTH OF THE CENTERLINE OF NEWARK ROAD.
 OJ0654'
 OJ0654'REFERENCE MARK 2, STAMPED---NO 2 44008 1977---, IS SET IN THE
 OJ0654'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0654'GROUND SURFACE.  IT IS 49.5 FEET SOUTH OF A WITNESS POST, 28.5
 OJ0654'FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 4 FEET NORTH OF
 OJ0654'A FENCE LINE.
 OJ0654'
 OJ0654'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0654'TRANSPORTATION DISKS.
 OJ0654'
 OJ0654'HEIGHT OF LIGHT ABOVE STATION WAS 1.1 METERS.
 OJ0654'DESCRIBED BY G.P. ROSENDALE.
 OJ0654
 OJ0654                          STATION RECOVERY (1977)
 OJ0654
 OJ0654'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0654'2.5 MI SW FROM ATTICA.
 OJ0654'IN LAPEER COUNTY, T7N R11E, ATTICA TOWNSHIP,SECTION 20, FROM THE
 OJ0654'ATTICA POST OFFICE, GO SOUTH ALONG LAKE PLEASANT ROAD 2.0 MILES TO
 OJ0654'NEWARK ROAD, GO WEST ALONG NEWARK ROAD 1.3 MILES TO MARK ON RIGHT. IT
 OJ0654'IS 57 FEET SOUTHSOUTHEAST OF A 14 INCH MAPLE, 33 FEET EASTSOUTHEAST
 OJ0654'OF A 13 INCH MAPLE, 21 FEET NORTH OF THE CENTERLINE OF NEWARK ROAD
 OJ0654'AND 4.5 FEET WEST OF A METAL WITNESS POST. A STANDARD DISK STAMPED
 OJ0654'44008 1977 SET IN TOP OF A 12 INCH CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0656 ***********************************************************************
 OJ0656  DESIGNATION -  44009
 OJ0656  PID         -  OJ0656
 OJ0656  STATE/COUNTY-  MI/LAPEER
 OJ0656  USGS QUAD   -  ATTICA (1963)
 OJ0656
 OJ0656                         *CURRENT SURVEY CONTROL
 OJ0656  ___________________________________________________________________
 OJ0656* NAD 83(1994)-  43 00 11.01119(N)    083 10 30.69167(W)     ADJUSTED  
 OJ0656* NAVD 88     -       277.252  (meters)     909.62   (feet)  ADJUSTED  
 OJ0656  ___________________________________________________________________
 OJ0656  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 OJ0656  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OJ0656  DYNAMIC HT  -         277.174 (meters)     909.36  (feet)  COMP
 OJ0656  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 OJ0656
 OJ0656  HORZ ORDER  -  SECOND
 OJ0656  VERT ORDER  -  SECOND    CLASS II
 OJ0656
 OJ0656.The horizontal coordinates were established by classical geodetic methods
 OJ0656.and adjusted by the National Geodetic Survey in February 1997..
 OJ0656
 OJ0656.The orthometric height was determined by differential leveling
 OJ0656.and adjusted by the National Geodetic Survey in June 1991..
 OJ0656
 OJ0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0656
 OJ0656.The geoid height was determined by GEOID03.
 OJ0656
 OJ0656.The dynamic height is computed by dividing the NAVD 88
 OJ0656.geopotential number by the normal gravity value computed on the
 OJ0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0656.degrees latitude (g = 980.6199 gals.).
 OJ0656
 OJ0656.The modeled gravity was interpolated from observed gravity values.
 OJ0656
 OJ0656;                    North         East     Units Scale Factor Converg.
 OJ0656;SPC MI S     -   167,643.662 4,097,137.084   MT  0.99990899   +0 48 39.0
 OJ0656;SPC MI S     -   550,012.01 13,442,050.80   iFT  0.99990899   +0 48 39.0
 OJ0656;UTM  17      - 4,763,450.327   322,709.431   MT  0.99998669   -1 29 02.2
 OJ0656
 OJ0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0656!SPC MI S     -   0.99996195  x   0.99990899  =   0.99987094
 OJ0656!UTM  17      -   0.99996195  x   0.99998669  =   0.99994864
 OJ0656
 OJ0656|---------------------------------------------------------------------|
 OJ0656| PID    Reference Object                     Distance      Geod. Az  |
 OJ0656|                                                           dddmmss.s |
 OJ0656| CH0651 44009 RM 1                           13.986 METERS 00112     |
 OJ0656| OJ0955 ATWELL                              APPROX. 2.5 KM 0822814.5 |
 OJ0656| CH0652 44009 RM 2                            8.286 METERS 11124     |
 OJ0656| OJ0957 ATTICA UNIDENTIFIED MAST            239.780 METERS 30331     |
 OJ0656|---------------------------------------------------------------------|
 OJ0656
 OJ0656                          SUPERSEDED SURVEY CONTROL
 OJ0656
 OJ0656  NAD 83(1986)-  43 00 11.00670(N)    083 10 30.72247(W) AD(       ) 2
 OJ0656  NAD 27      -  43 00 10.90690(N)    083 10 30.93794(W) AD(       ) 2
 OJ0656  NGVD 29 (??/??/92)  277.380  (m)          910.04   (f) ADJ UNCH    2 2
 OJ0656
 OJ0656.Superseded values are not recommended for survey control.
 OJ0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0656.See file dsdata.txt to determine how the superseded data were derived.
 OJ0656
 OJ0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2270963450(NAD 83)
 OJ0656_MARKER: DS = TRIANGULATION STATION DISK
 OJ0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0656_SP_SET: CONCRETE POST
 OJ0656_STAMPING: 44009 1977
 OJ0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0656+STABILITY: SURFACE MOTION
 OJ0656
 OJ0656  HISTORY     - Date     Condition        Report By
 OJ0656  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0656  HISTORY     - 1977     GOOD             MIDH
 OJ0656  HISTORY     - 20010303 GOOD             WOOLPT
 OJ0656
 OJ0656                          STATION DESCRIPTION
 OJ0656
 OJ0656'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0656'THE STATION IS LOCATED ABOUT 5.5 MILES WEST-SOUTHWEST OF IMLAY
 OJ0656'CITY, 2.5 MILES SOUTH-SOUTHWEST OF ATTICA, IN THE NORTHWEST 1/4
 OJ0656'OF SECTION 28, T 7 N, R 11 E AND ON COUNTY ROAD RIGHT-OF-WAY.
 OJ0656'
 OJ0656'TO REACH THE STATION FROM THE POST OFFICE IN ATTICA, GO SOUTH
 OJ0656'ALONG LAKE PLEASANT ROAD FOR 2 MILES TO NEWARK ROAD, GO WEST
 OJ0656'ALONG NEWARK ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 OJ0656'
 OJ0656'STATION MARKS, STAMPED---44009 1977---, ARE MICHIGAN DEPARTMENT
 OJ0656'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0656'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0656'SURFACE.  IT IS 41 FEET NORTH OF APOWER POLE, 19 FEET SOUTH OF
 OJ0656'THE CENTERLINE OF NEWARK ROAD, 18 FEET NORTHWEST OF A FENCE
 OJ0656'CORNER POST, AND 4.6 FEET EAST OF A WITNESS POST.  THE UNDER-
 OJ0656'GROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 OJ0656'48 INCHES BELOW THE GROUND SURFACE.
 OJ0656'
 OJ0656'REFERENCE MARK 1, STAMPED---NO 1 44009 1977---, IS SET IN THE
 OJ0656'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0656'GROUND SURFACE.  IT IS 74 FEET EAST OF A 7 INCH ELM TREE, 46
 OJ0656'FEET NORTH-NORTHEAST OF A WITNESS POST, AND 26 FEET NORTH OF
 OJ0656'THE CENTERLINE OF NEWARK ROAD.
 OJ0656'
 OJ0656'REFERENCE MARK 2, STAMPED---NO 2 44009 1977---, IS SET IN THE
 OJ0656'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0656'GROUND SURFACE.  IT IS 31.5 FEET EAST-SOUTHEAST OF A WITNESS
 OJ0656'POST, 29.5 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD, AND
 OJ0656'4 FEET NORTH OF A FENCE LINE.
 OJ0656'
 OJ0656'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0656'TRANSPORTATION DISKS.
 OJ0656'
 OJ0656'HEIGHT OF LIGHT ABOVE STATION WAS 1.8 METERS.
 OJ0656'DESCRIBED BY G.P. ROSENDALE.
 OJ0656
 OJ0656                          STATION RECOVERY (1977)
 OJ0656
 OJ0656'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0656'2.0 MI SSW FROM ATTICA.
 OJ0656'IN LAPEER COUNTY, T7N R11E, ATTICA TOWNSHIP, SECTION 28, FROM THE POST
 OJ0656'OFFICE IN ATTICA,GO SOUTH ALONG LAKE PLEASANT ROAD 2.0 MILES TO NEWARK
 OJ0656'ROAD, GO WEST ALONG NEWARK ROAD 0.5 MILE TO MARK ON LEFT. IT IS 41
 OJ0656'FEET NORTH OF A POWER POLE, 19 FEET SOUTH OF THE CENTERLINE OF NEWARK
 OJ0656'ROAD, 18 FEET NORTHWEST OF A FENCE CORNER POST AND 4.6 FEET EAST OF A
 OJ0656'WITNESS POST. A STANDARD DISK STAMPED 44009 1977 SET IN THE TOP OF A
 OJ0656'12 INCH CONCRETE POST FLUSH WITH GROUND.
 OJ0656
 OJ0656                          STATION RECOVERY (2001)
 OJ0656
 OJ0656'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OJ0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0651 ***********************************************************************
 OJ0651  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0651  DESIGNATION -  44010
 OJ0651  PID         -  OJ0651
 OJ0651  STATE/COUNTY-  MI/LAPEER
 OJ0651  USGS QUAD   -  ATTICA (1963)
 OJ0651
 OJ0651                         *CURRENT SURVEY CONTROL
 OJ0651  ___________________________________________________________________
 OJ0651* NAD 83(1994)-  43 00 05.05231(N)    083 14 21.57415(W)     ADJUSTED  
 OJ0651* NAVD 88     -       275.175  (meters)     902.80   (feet)  ADJUSTED  
 OJ0651  ___________________________________________________________________
 OJ0651  X           -     550,001.742 (meters)                     COMP
 OJ0651  Y           -  -4,639,536.221 (meters)                     COMP
 OJ0651  Z           -   4,327,779.869 (meters)                     COMP
 OJ0651  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 OJ0651  ELLIP HEIGHT-         240.59  (meters)          (07/12/02) GPS OBS
 OJ0651  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0651  DYNAMIC HT  -         275.098 (meters)     902.55  (feet)  COMP
 OJ0651  MODELED GRAV-     980,332.6   (mgal)                       NAVD 88
 OJ0651  OBS GRAVITY -     980,336.7   (mgal)                       GRAV_OBS
 OJ0651
 OJ0651  HORZ ORDER  -  B
 OJ0651  VERT ORDER  -  SECOND    CLASS II
 OJ0651  ELLP ORDER  -  FOURTH    CLASS II
 OJ0651
 OJ0651.The horizontal coordinates were established by GPS observations
 OJ0651.and adjusted by the National Geodetic Survey in September 1995..
 OJ0651
 OJ0651.The orthometric height was determined by differential leveling
 OJ0651.and adjusted by the National Geodetic Survey in June 1991..
 OJ0651
 OJ0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0651
 OJ0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0651
 OJ0651.The ellipsoidal height was determined by GPS observations
 OJ0651.and is referenced to NAD 83.
 OJ0651
 OJ0651.The geoid height was determined by GEOID03.
 OJ0651
 OJ0651.The dynamic height is computed by dividing the NAVD 88
 OJ0651.geopotential number by the normal gravity value computed on the
 OJ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0651.degrees latitude (g = 980.6199 gals.).
 OJ0651
 OJ0651.The modeled gravity was interpolated from observed gravity values.
 OJ0651.The observed gravity was obtained from relative gravimeter ties
 OJ0651.to the IGSN71 gravity network.
 OJ0651
 OJ0651;                    North         East     Units Scale Factor Converg.
 OJ0651;SPC MI S     -   167,387.807 4,091,911.227   MT  0.99990894   +0 46 01.9
 OJ0651;SPC MI S     -   549,172.60 13,424,905.60   iFT  0.99990894   +0 46 01.9
 OJ0651;UTM  17      - 4,763,403.924   317,477.053   MT  1.00000985   -1 31 39.6
 OJ0651
 OJ0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0651!SPC MI S     -   0.99996227  x   0.99990894  =   0.99987121
 OJ0651!UTM  17      -   0.99996227  x   1.00000985  =   0.99997212
 OJ0651
 OJ0651:                Primary Azimuth Mark                     Grid Az
 OJ0651:SPC MI S     -  PRATT                                    052 19 22.1
 OJ0651:UTM  17      -  PRATT                                    054 37 03.6
 OJ0651
 OJ0651|---------------------------------------------------------------------|
 OJ0651| PID    Reference Object                     Distance      Geod. Az  |
 OJ0651|                                                           dddmmss.s |
 OJ0651| OJ0958 PRATT                               APPROX. 1.7 KM 0530524.0 |
 OJ0651| CH0654 44010 RM 2                            6.135 METERS 08724     |
 OJ0651| CH0653 44010 RM 1                           18.460 METERS 35756     |
 OJ0651|---------------------------------------------------------------------|
 OJ0651
 OJ0651                          SUPERSEDED SURVEY CONTROL
 OJ0651
 OJ0651  ELLIP H (09/20/95)  240.59   (m)                       GP(       ) 1 2
 OJ0651  NAD 83(1986)-  43 00 05.04785(N)    083 14 21.60494(W) AD(       ) 2
 OJ0651  NAD 27      -  43 00 04.94816(N)    083 14 21.81284(W) AD(       ) 2
 OJ0651  NAVD 88 (09/20/95)  275.18   (m)          902.8    (f) LEVELING    3  
 OJ0651  NGVD 29 (??/??/92)  275.306  (m)          903.23   (f) ADJ UNCH    2 2
 OJ0651
 OJ0651.Superseded values are not recommended for survey control.
 OJ0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0651.See file dsdata.txt to determine how the superseded data were derived.
 OJ0651
 OJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1747763404(NAD 83)
 OJ0651_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0651_SP_SET: CONCRETE POST
 OJ0651_STAMPING: 44010 1977
 OJ0651_MARK LOGO: MIDT  
 OJ0651_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0651+STABILITY: SURFACE MOTION
 OJ0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0651+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 OJ0651
 OJ0651  HISTORY     - Date     Condition        Report By
 OJ0651  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0651  HISTORY     - 1977     GOOD             MIDH
 OJ0651  HISTORY     - 19921216 GOOD             MIDT
 OJ0651  HISTORY     - 19940520 GOOD             NGS
 OJ0651  HISTORY     - 20060315 GOOD             ROWEIN
 OJ0651
 OJ0651                          STATION DESCRIPTION
 OJ0651
 OJ0651'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0651'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHEAST OF LAPEER,
 OJ0651'4-1/4 MILES SOUTHWEST OF ATTICA, ON COUNTY ROAD RIGHT-OF-WAY
 OJ0651'AND IN THE NORTHWEST 1/4 OF SECTION 25, T 7 N, R 10 E.
 OJ0651'
 OJ0651'TO REACH THE STATION FROM THE INTERSECTION OF M-24 AND
 OJ0651'EASTBOUND M-21 FREEWAY, GO SOUTH FOR 1.7 MILES TO NEWARK ROAD,
 OJ0651'GO EAST ALONG NEWARK ROAD FOR 4.3 MILES TO THE STATION ON THE
 OJ0651'RIGHT.
 OJ0651'
 OJ0651'STATION MARKS, STAMPED---44010 1977---, ARE MICHIGAN DEPARTMENT
 OJ0651'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0651'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0651'SURFACE.  IT IS 40 FEET WEST-SOUTHWEST OF A FARM MACHINERY
 OJ0651'SIGN POST, 32.7 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD,
 OJ0651'5.5 FEET NORTH OF A WOOD FENCE, AND 4 FEET WEST OF A WITNESS
 OJ0651'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0651'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0651'
 OJ0651'REFERRENCE MARK 1, STAMPED---NO 1 44010 1977---, IS SET IN THE
 OJ0651'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0651'GROUND SURFACE.  IT IS 61 FEET NORTH OF A WITNESS POST, 59 FEET
 OJ0651'NORTHWEST OF THE SIGN POST, AND 27.8 FEET NORTH OF THE
 OJ0651'CENTERLINE OF NEWARK ROAD.
 OJ0651'
 OJ0651'REFERENCE MARK 2, STAMPED---NO 2 44010 1977---, IS SET IN THE
 OJ0651'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0651'GROUND SURFACE.  IT IS 32.5 FEET SOUTH OF THE CENTERLINE OF
 OJ0651'NEWARK ROAD, 22 FEET SOUTHWEST OF THE SIGN POST, AND 16.3 FEET
 OJ0651'EAST OF A WITNESS POST.
 OJ0651'
 OJ0651'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0651'TRANSPORTATION DISKS.
 OJ0651'
 OJ0651'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0651'DESCRIBED BY G.P. ROSENDALE.
 OJ0651
 OJ0651                          STATION RECOVERY (1977)
 OJ0651
 OJ0651'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0651'5.5 MI SE FROM LAPEER.
 OJ0651'IN LAPEER COUNTY, T7N R10E, LAPEER TOWNSHIP, SECTION 25, FROM THE
 OJ0651'INTERSECTION OF STATE HIGHWAY 24 AND NEWARK ROAD, GO EAST ALONG NEWARK
 OJ0651'ROAD 4.3 MILES TO MARK ON RIGHT. IT IS 40 FEET WESTSOUTHWEST OF A SIGN
 OJ0651'POST, 32.7 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD, 5.5 FEET NORTH
 OJ0651'OF A WOOD RAIL FENCE AND 4 FEET WEST OF A METAL WITNESS POST. A
 OJ0651'STANDARD DISK STAMPED 44010 1977 SET IN THE TOP OF A 12 INCH CONCRETE
 OJ0651'POST FLUSH WITH THE GROUND.
 OJ0651
 OJ0651                          STATION RECOVERY (1992)
 OJ0651
 OJ0651'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 OJ0651'STATION IS LOCATED IN QUAD 430832 ON THE ATTICA QUADRANGLE MAP.  IT IS
 OJ0651'IN THE NORTHWEST 1/4 SECTION 25, T-7-N, R-10-E, LAPEER TOWNSHIP. ABOUT
 OJ0651'5.5 MILES (8.9 KM) SOUTHEAST OF LAPEER, 4.25 MILES (6.84 KM) SOUTHWEST
 OJ0651'OF ATTICA AND 6.75 MILES (10.86 KM) NORTHWEST OF DRYDEN ON THE NEWARK
 OJ0651'ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE HIGHWAY INTERCHANGE
 OJ0651'OF STATE HIGHWAY M-24 AND INTERSTATE HIGHWAY 69, GO SOUTH ALONG STATE
 OJ0651'HIGHWAY M-24 FOR 1.7 MI (2.7 KM) TO NEWARK RD.  TURN LEFT AND GO EAST
 OJ0651'ALONG NEWARK ROAD FOR 4.2 MI (6.8 KM) TO THE STATION ON THE RIGHT.
 OJ0651'STATION IS 35.6 FT (10.9 M) SOUTHWEST OF A FARM MACHINERY SIGN POST,
 OJ0651'32.7 FT (10.0 M) SOUTH OF THE CENTER OF NEWARK RD., 5.5 FT (1.7 M)
 OJ0651'NORTH OF A WOODEN SPLIT-RAIL FENCE AND 4.0 FT (1.2 M) WEST OF A METAL
 OJ0651'WITNESS POST WITH SIGN.
 OJ0651
 OJ0651                          STATION RECOVERY (1994)
 OJ0651
 OJ0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0651'NOTE--TRAFFIC CONES SHOULD BE USED FOR PARKING AT THE STATION. STATION
 OJ0651'IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF LAPEER, 4.25 MI (6.84
 OJ0651'KM) SOUTHWEST OF ATTICA, 0.7 MI (1.1 KM) SOUTH OF INTERSTATE HIGHWAY
 OJ0651'69, ON COUNTY ROAD RIGHT-OF-WAY, IN THE NORTHWEST 1/4 OF SECTION 25, T
 OJ0651'7 N, R 10 E.  OWNERSHIP--LAPEER COUNTY.  TO REACH FROM THE OVERPASS AT
 OJ0651'THE JUNCTION OF INTERSTATE HIGHWAY 69 (EXIT 159) AND WILDER ROAD
 OJ0651'(ABOUT 3 MI (4.8 KM) SOUTHEAST OF LAPEER) , GO SOUTH ON WILDER ROAD
 OJ0651'FOR 0.58 MI (0.93 KM) TO A PAVED CROSSROAD, NEWARK ROAD. TURN LEFT,
 OJ0651'EAST, ON NEWARK ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT
 OJ0651'AT A CULTIVATED FIELD.  STATION IS SET FLUSH WITH THE GROUND IN THE
 OJ0651'SIDE OF A SLOPED BANK.  IT IS 40 FT (12.2 M) WEST-SOUTHWEST FROM A
 OJ0651'MIDT FARM MACHINERY SIGN POST, 32.7 FT (10.0 M) SOUTH OF THE
 OJ0651'CENTERLINE OF NEWARK ROAD, 5.5 FT (1.7 M) NORTH FROM A WOOD FENCE, AND
 OJ0651'4 FT (1.2 M) WEST OF A WITNESS POST.
 OJ0651
 OJ0651                          STATION RECOVERY (2006)
 OJ0651
 OJ0651'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 OJ0651'FARM MACHINERY SIGN POST IS GONE.  MARK IS 106 FT ESE OF A DO NOT PASS
 OJ0651'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0649 ***********************************************************************
 OJ0649  DESIGNATION -  44011
 OJ0649  PID         -  OJ0649
 OJ0649  STATE/COUNTY-  MI/LAPEER
 OJ0649  USGS QUAD   -  LAPEER (1980)
 OJ0649
 OJ0649                         *CURRENT SURVEY CONTROL
 OJ0649  ___________________________________________________________________
 OJ0649* NAD 83(1994)-  43 00 02.40385(N)    083 16 18.66424(W)     ADJUSTED  
 OJ0649* NAVD 88     -       279.557  (meters)     917.18   (feet)  ADJUSTED  
 OJ0649  ___________________________________________________________________
 OJ0649  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 OJ0649  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OJ0649  DYNAMIC HT  -         279.479 (meters)     916.92  (feet)  COMP
 OJ0649  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 OJ0649
 OJ0649  HORZ ORDER  -  SECOND
 OJ0649  VERT ORDER  -  SECOND    CLASS II
 OJ0649
 OJ0649.The horizontal coordinates were established by classical geodetic methods
 OJ0649.and adjusted by the National Geodetic Survey in February 1997..
 OJ0649
 OJ0649.The orthometric height was determined by differential leveling
 OJ0649.and adjusted by the National Geodetic Survey in June 1991..
 OJ0649
 OJ0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0649
 OJ0649.The geoid height was determined by GEOID03.
 OJ0649
 OJ0649.The dynamic height is computed by dividing the NAVD 88
 OJ0649.geopotential number by the normal gravity value computed on the
 OJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0649.degrees latitude (g = 980.6199 gals.).
 OJ0649
 OJ0649.The modeled gravity was interpolated from observed gravity values.
 OJ0649
 OJ0649;                    North         East     Units Scale Factor Converg.
 OJ0649;SPC MI S     -   167,271.098 4,089,260.700   MT  0.99990891   +0 44 42.2
 OJ0649;SPC MI S     -   548,789.69 13,416,209.65   iFT  0.99990891   +0 44 42.2
 OJ0649;UTM  17      - 4,763,393.441   314,823.695   MT  1.00002186   -1 32 59.5
 OJ0649
 OJ0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0649!SPC MI S     -   0.99996157  x   0.99990891  =   0.99987049
 OJ0649!UTM  17      -   0.99996157  x   1.00002186  =   0.99998343
 OJ0649
 OJ0649|---------------------------------------------------------------------|
 OJ0649| PID    Reference Object                     Distance      Geod. Az  |
 OJ0649|                                                           dddmmss.s |
 OJ0649| CH0655 44011 RM 1                            6.340 METERS 13548     |
 OJ0649| CH0656 44011 RM 2                            5.946 METERS 26709     |
 OJ0649| OJ0648 MORRIS                              APPROX. 1.9 KM 3320329.7 |
 OJ0649|---------------------------------------------------------------------|
 OJ0649
 OJ0649                          SUPERSEDED SURVEY CONTROL
 OJ0649
 OJ0649  NAD 83(1986)-  43 00 02.39973(N)    083 16 18.69518(W) AD(       ) 2
 OJ0649  NAD 27      -  43 00 02.30018(N)    083 16 18.89937(W) AD(       ) 2
 OJ0649  NGVD 29 (??/??/92)  279.689  (m)          917.61   (f) ADJ UNCH    2 2
 OJ0649
 OJ0649.Superseded values are not recommended for survey control.
 OJ0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0649.See file dsdata.txt to determine how the superseded data were derived.
 OJ0649
 OJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1482463393(NAD 83)
 OJ0649_MARKER: DS = TRIANGULATION STATION DISK
 OJ0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0649_SP_SET: CONCRETE POST
 OJ0649_STAMPING: 44011 1977
 OJ0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0649+STABILITY: SURFACE MOTION
 OJ0649
 OJ0649  HISTORY     - Date     Condition        Report By
 OJ0649  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0649  HISTORY     - 1977     GOOD             MIDH
 OJ0649  HISTORY     - 19970704 MARK NOT FOUND   USPSQD
 OJ0649
 OJ0649                          STATION DESCRIPTION
 OJ0649
 OJ0649'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0649'THE STATION IS LOCATED ABOUT 5-3/4 MILES WEST-SOUTHWEST OF
 OJ0649'ATTICA, 4-1/4 MILES SOUTH-SOUTHEAST OF LAPEER ON COUNTY ROAD
 OJ0649'RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION 27, T 7 N, R
 OJ0649'10 E.
 OJ0649'
 OJ0649'TO REACH THE STATION FROM THE INTERSECTION OF M-24 AND EAST-
 OJ0649'BOUND M-21 FREEWAY GO SOUTH ALONG M-24 FOR 1.7 MILES TO NEWARK
 OJ0649'ROAD, GO EAST ALONG NEWARK ROAD FOR 2.6 MILES TO THE STATION ON
 OJ0649'THE RIGHT.
 OJ0649'
 OJ0649'STATION MARKS, STAMPED---44011 1977---, ARE MICHIGAN DEPARTMENT
 OJ0649'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0649'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0649'SURFACE.  IT IS 70 FEET WEST OF A POWER POLE, 70 FEET SOUTHWEST
 OJ0649'OF A 30 INCH BIRCH TREE, 19.5 FEET SOUTH OF THE CENTERLINE OF
 OJ0649'NEWARK ROAD AND 5 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 OJ0649'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0649'INCHES BELOW THE GROUND SURFACE.
 OJ0649'
 OJ0649'REFERENCE MARK 1, STAMPED---NO 1 44011 1977---, IS SET IN THE
 OJ0649'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0649'GROUND SURFACE.  IT IS 55 FEET WEST OF A POWER POLE, 35 FEET
 OJ0649'SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 24 FEET NORTHEAST OF
 OJ0649'A 3 INCH SPRUCE TREE.
 OJ0649'
 OJ0649'REFERENCE MARK 2, STAMPED---NO 2 44011 1977---, IS SET IN THE
 OJ0649'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0649'GROUND SURFACE.  IT IS 41 FEET NORTHEAST OF AN 8 INCH OAK TREE,
 OJ0649'20 FEET SOUTH OF THE CENTERLINE OF NEWARK ROAD AND 14.5 FEET
 OJ0649'WEST OF A WITNESS POST.
 OJ0649'
 OJ0649'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0649'TRANSPORTATION DISKS.
 OJ0649'
 OJ0649'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0649'DESCRIBED BY G.P. ROSENDALE.
 OJ0649
 OJ0649                          STATION RECOVERY (1977)
 OJ0649
 OJ0649'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0649'4.2 MI SSE FROM LAPEER.
 OJ0649'IN LAPEER COUNTY, T7N R10E, LAPEER TOWNSHIP, SECTION 27, FROM THE
 OJ0649'INTERSECTION OF STATE HIGHWAY 24 AND NEWARK ROAD, GO EAST ALONG NEWARK
 OJ0649'ROAD 2.6 MILES TO MARK ON RIGHT. IT IS 70 FEET WEST OF A POWER POLE,
 OJ0649'70 FEET SOUTHWEST OF A 30 INCH BIRCH, 19.5 FEET SOUTH OF THE
 OJ0649'CENTERLINE OF NEWARK ROAD AND 5 FEET EAST OF A METAL WITNESS POST.
 OJ0649'A STANDARD DISK STAMPED 44011 1977 SET IN THE TOP OF A 12 INCH
 OJ0649'CONCRETE POST FLUSH WITH THE GROUND.
 OJ0649
 OJ0649                          STATION RECOVERY (1997)
 OJ0649
 OJ0649'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0982 ***********************************************************************
 OJ0982  DESIGNATION -  44012
 OJ0982  PID         -  OJ0982
 OJ0982  STATE/COUNTY-  MI/LAPEER
 OJ0982  USGS QUAD   -  LAPEER (1980)
 OJ0982
 OJ0982                         *CURRENT SURVEY CONTROL
 OJ0982  ___________________________________________________________________
 OJ0982* NAD 83(1994)-  43 01 33.74780(N)    083 19 53.97678(W)     ADJUSTED  
 OJ0982* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 OJ0982  ___________________________________________________________________
 OJ0982  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 OJ0982  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0982
 OJ0982  HORZ ORDER  -  SECOND
 OJ0982
 OJ0982.The horizontal coordinates were established by classical geodetic methods
 OJ0982.and adjusted by the National Geodetic Survey in February 1997..
 OJ0982
 OJ0982.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0982
 OJ0982.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0982
 OJ0982.The geoid height was determined by GEOID03.
 OJ0982
 OJ0982;                    North         East     Units Scale Factor Converg.
 OJ0982;SPC MI S     -   170,027.750 4,084,350.052   MT  0.99990990   +0 42 15.7
 OJ0982;SPC MI S     -   557,833.83 13,400,098.60   iFT  0.99990990   +0 42 15.7
 OJ0982;UTM  17      - 4,766,344.921   310,026.800   MT  1.00004399   -1 35 29.2
 OJ0982
 OJ0982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0982!SPC MI S     -   0.99996274  x   0.99990990  =   0.99987264
 OJ0982!UTM  17      -   0.99996274  x   1.00004399  =   1.00000672
 OJ0982
 OJ0982|---------------------------------------------------------------------|
 OJ0982| PID    Reference Object                     Distance      Geod. Az  |
 OJ0982|                                                           dddmmss.s |
 OJ0982| CH0657 44012 RM 1                            6.228 METERS 03125     |
 OJ0982| OJ0648 MORRIS                              APPROX. 4.2 KM 1061353.5 |
 OJ0982| CH0658 44012 RM 2                           16.298 METERS 10707     |
 OJ0982|---------------------------------------------------------------------|
 OJ0982
 OJ0982                          SUPERSEDED SURVEY CONTROL
 OJ0982
 OJ0982  NAD 83(1986)-  43 01 33.74466(N)    083 19 54.00767(W) AD(       ) 2
 OJ0982  NAD 27      -  43 01 33.64638(N)    083 19 54.20453(W) AD(       ) 2
 OJ0982  NGVD 29 (07/19/86)  272.2    (m)          893.     (f) VERT ANG       
 OJ0982
 OJ0982.Superseded values are not recommended for survey control.
 OJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0982.See file dsdata.txt to determine how the superseded data were derived.
 OJ0982
 OJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1002766345(NAD 83)
 OJ0982_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0982_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0982
 OJ0982  HISTORY     - Date     Condition        Report By
 OJ0982  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0982  HISTORY     - 19970704 GOOD             USPSQD
 OJ0982
 OJ0982                          STATION DESCRIPTION
 OJ0982
 OJ0982'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0982'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTH-NORTHWEST OF
 OJ0982'METAMORA, 1-1/2 MILES SOUTH-SOUTHWEST OF LAPEER ON COUNTY ROAD
 OJ0982'RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION 18, T 7 N,
 OJ0982'R 10 E.
 OJ0982'
 OJ0982'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0982'M-21 AND M-24 IN LAPEER, GO SOUTH ALONG M-24 FOR 0.8 MILE TO
 OJ0982'BALDWIN ROAD, GO SOUTH-SOUTHWEST ALONG BALDWIN ROAD FOR 1.1
 OJ0982'MILES TO THE STATION ON THE RIGHT.
 OJ0982'
 OJ0982'STATION MARKS, STAMPED---44012 1977---, ARE MICHIGAN DEPARTMENT
 OJ0982'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0982'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0982'SURFACE.  IT IS 101 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 OJ0982'M-21 FREEWAY, 25 FEET WEST OF THE CENTERLINE OF BALDWIN ROAD,
 OJ0982'7 FEET NORTHWEST OF THE EAST END OF A RIGHT OF WAY FENCE AND
 OJ0982'3.8 FEET SOUTH OOF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0982'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0982'THE GROUND SURFACE.
 OJ0982'
 OJ0982'REFERENCE MARK 1, STAMPED---NO 1 44012 1977---, IS SET IN THE
 OJ0982'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0982'GROUND SURFACE.  IT IS 54 FEET SOUTH OF THE NORTH END OF A
 OJ0982'GUARD RAIL, 22.5 FEET WEST OF THE CENTERLINE OF BALDWIN ROAD
 OJ0982'AND 17 FEET NORTH-NORTHEAST OF A WITNESS POST.
 OJ0982'
 OJ0982'REFERENCE MARK 2, STAMPED---NO 2 44012 1977---, IS SET IN THE
 OJ0982'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0982'GROUND SURFACE.  IT IS 31 FEET SOUTHWEST OF A 24 INCH OAK TREE,
 OJ0982'27.7 FEET EAST OF THE CENTERLINE OF BALDWIN ROAD AND 10.5 FEET
 OJ0982'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE ABUTMENT.
 OJ0982'
 OJ0982'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0982'TRANSPORTATION DISKS.
 OJ0982'
 OJ0982'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METERS.
 OJ0982'DESCRIBED BY G.P. ROSENDALE.
 OJ0982
 OJ0982                          STATION RECOVERY (1997)
 OJ0982
 OJ0982'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0994 ***********************************************************************
 OJ0994  DESIGNATION -  44013
 OJ0994  PID         -  OJ0994
 OJ0994  STATE/COUNTY-  MI/LAPEER
 OJ0994  USGS QUAD   -  LAPEER (1980)
 OJ0994
 OJ0994                         *CURRENT SURVEY CONTROL
 OJ0994  ___________________________________________________________________
 OJ0994* NAD 83(1994)-  43 00 28.55586(N)    083 19 17.16581(W)     ADJUSTED  
 OJ0994* NAVD 88     -       268.2    (meters)     880.     (feet)  VERTCON   
 OJ0994  ___________________________________________________________________
 OJ0994  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 OJ0994  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0994
 OJ0994  HORZ ORDER  -  SECOND
 OJ0994
 OJ0994.The horizontal coordinates were established by classical geodetic methods
 OJ0994.and adjusted by the National Geodetic Survey in February 1997..
 OJ0994
 OJ0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0994
 OJ0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0994
 OJ0994.The geoid height was determined by GEOID03.
 OJ0994
 OJ0994;                    North         East     Units Scale Factor Converg.
 OJ0994;SPC MI S     -   168,026.612 4,085,208.313   MT  0.99990917   +0 42 40.7
 OJ0994;SPC MI S     -   551,268.41 13,402,914.41   iFT  0.99990917   +0 42 40.7
 OJ0994;UTM  17      - 4,764,310.742   310,804.322   MT  1.00004037   -1 35 02.1
 OJ0994
 OJ0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0994!SPC MI S     -   0.99996335  x   0.99990917  =   0.99987253
 OJ0994!UTM  17      -   0.99996335  x   1.00004037  =   1.00000372
 OJ0994
 OJ0994|---------------------------------------------------------------------|
 OJ0994| PID    Reference Object                     Distance      Geod. Az  |
 OJ0994|                                                           dddmmss.s |
 OJ0994| OJ0993 44013 MIDH RM 1                       6.810 METERS 02534     |
 OJ0994| CH0659 44013 RM 2                           13.699 METERS 17651     |
 OJ0994| OJ0996 44013 MIDH AZ MK                    APPROX. 1.8 KM 3561142.8 |
 OJ0994|---------------------------------------------------------------------|
 OJ0994
 OJ0994                          SUPERSEDED SURVEY CONTROL
 OJ0994
 OJ0994  NAD 83(1986)-  43 00 28.55251(N)    083 19 17.19680(W) AD(       ) 2
 OJ0994  NAD 27      -  43 00 28.45354(N)    083 19 17.39506(W) AD(       ) 2
 OJ0994  NGVD 29 (07/19/86)  268.3    (m)          880.     (f) VERT ANG       
 OJ0994
 OJ0994.Superseded values are not recommended for survey control.
 OJ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0994.See file dsdata.txt to determine how the superseded data were derived.
 OJ0994
 OJ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1080464311(NAD 83)
 OJ0994_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0994
 OJ0994  HISTORY     - Date     Condition        Report By
 OJ0994  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0994
 OJ0994                          STATION DESCRIPTION
 OJ0994
 OJ0994'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0994'THE STATION IS ABOUT 4.8 MILES NORTH-NORTHWEST OF METAMORA AND
 OJ0994'3 MILES SOUTH OF LAPEER ON STATE HIGHWAY M-24, IN LAPEER
 OJ0994'TOWNSHIP, SOUTHWEST 1/4 OF SECTION 20, T 6 N, R 10 E.  AND ON
 OJ0994'STATE HIGHWAY RIGHT OF WAY.
 OJ0994'
 OJ0994'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY M-24 AND
 OJ0994'M-21 FREEWAY EASTBOUND, GO SOUTH ALONG HIGHWAY M-24 FOR 1.2
 OJ0994'MILES TO THE STATION ON THE LEFT AS DESCRIBED.  TO REACH THE
 OJ0994'AZIMUTH MARK FROM THE STATION, GO NORTH 1.2 MILES TO THE MARK
 OJ0994'ON THE LEFT IN THE MEDIAN OF M-21 FREEWAY.
 OJ0994'
 OJ0994'STATION MARKS, STAMPED---44013 1977---, ARE 3-1/2 INCH ALUMINUM
 OJ0994'MICHIGAN DEPARTMENT OF TRANSPORTATION, HORIZONTAL CONTROL MARK
 OJ0994'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0994'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 100
 OJ0994'FEET EAST OF A TELEPHONE POLE, 61 FEET SOUTH-SOUTHWEST OF A
 OJ0994'POWER POLE, 37 FEET EAST OF THE CENTERLINE OF M-24, 11 FEET
 OJ0994'NORTHEAST OF THE NORTH END OF A 12-INCH C.M.P. CULVERT AND 4
 OJ0994'FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN
 OJ0994'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0994'GROUND SURFACE.
 OJ0994'
 OJ0994'REFERENCE MARK 1, STAMPED---NO 1 44013 1977---, IS SET IN THE
 OJ0994'TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0994'SURFACE.  IT IS 47 FEET EAST OF THE CENTERLINE OF M-24, 39 FEET
 OJ0994'SOUTH-SOUTHWEST OF APOWER POLE, AND 32 FEET NORTHEAST OF THE
 OJ0994'NORTH END OF A 12-INCH C.M.P. CULVERT.
 OJ0994'
 OJ0994'REFERENCE MARK 2, STAMPED---NO 2 44013 1977---, IS SET IN THE
 OJ0994'TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0994'SURFACE.  IT IS 45 FEET NORTHWEST OF A 1-INCH LILAC TREE, 37.5
 OJ0994'FEET EAST OF THE CENTERLINE OF M-24 AND 19 FEET SOUTHEAST OF
 OJ0994'THE SOUTH END OF A 12-INCH C.M.P. CULVERT.
 OJ0994'
 OJ0994'AZIMUTH MARKS, STAMPED---AZ 44013 1977---, ARE REFERENCE MARK
 OJ0994'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0994'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 105.7
 OJ0994'FEET WEST OF THE MEDIAN OF M-24, 59.4 FEET SOUTH OF THE SOUTH
 OJ0994'EDGE OF WESTBOUND M-21 FREEWAY, 34.7 FEET NORTH OF THE NORTH
 OJ0994'EDGE OF EASTBOUND M-21, 4 FEET SOUTH OF A WITNESS POST AND 2.5
 OJ0994'FEET WEST OF A GUARD RAIL.  THE UNDERGRUND DISK IS SET IN THE
 OJ0994'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0994'GROUND SURFACE.
 OJ0994'
 OJ0994'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0994'TRANSPORTATION DISKS.
 OJ0994'
 OJ0994'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0994'DESCRIBED BY G. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0996 ***********************************************************************
 OJ0996  DESIGNATION -  44013 MIDH AZ MK
 OJ0996  PID         -  OJ0996
 OJ0996  STATE/COUNTY-  MI/LAPEER
 OJ0996  USGS QUAD   -  LAPEER (1980)
 OJ0996
 OJ0996                         *CURRENT SURVEY CONTROL
 OJ0996  ___________________________________________________________________
 OJ0996* NAD 83(1994)-  43 01 27.87793(N)    083 19 22.54286(W)     ADJUSTED  
 OJ0996* NAVD 88     -       265.5    (meters)     871.     (feet)  VERTCON   
 OJ0996  ___________________________________________________________________
 OJ0996  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 OJ0996  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ0996
 OJ0996  HORZ ORDER  -  SECOND
 OJ0996
 OJ0996.The horizontal coordinates were established by classical geodetic methods
 OJ0996.and adjusted by the National Geodetic Survey in February 1997..
 OJ0996
 OJ0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0996
 OJ0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0996
 OJ0996.The geoid height was determined by GEOID03.
 OJ0996
 OJ0996;                    North         East     Units Scale Factor Converg.
 OJ0996;SPC MI S     -   169,855.426 4,085,063.865   MT  0.99990983   +0 42 37.1
 OJ0996;SPC MI S     -   557,268.46 13,402,440.50   iFT  0.99990983   +0 42 37.1
 OJ0996;UTM  17      - 4,766,144.114   310,733.231   MT  1.00004070   -1 35 07.5
 OJ0996
 OJ0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0996!SPC MI S     -   0.99996377  x   0.99990983  =   0.99987361
 OJ0996!UTM  17      -   0.99996377  x   1.00004070  =   1.00000447
 OJ0996
 OJ0996                          SUPERSEDED SURVEY CONTROL
 OJ0996
 OJ0996  NAD 83(1986)-  43 01 27.87459(N)    083 19 22.57357(W) AD(       ) 2
 OJ0996  NAD 27      -  43 01 27.77607(N)    083 19 22.77142(W) AD(       ) 2
 OJ0996  NGVD 29 (07/19/86)  265.6    (m)          871.     (f) VERT ANG       
 OJ0996
 OJ0996.Superseded values are not recommended for survey control.
 OJ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0996.See file dsdata.txt to determine how the superseded data were derived.
 OJ0996
 OJ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1073366144(NAD 83)
 OJ0996_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0996+STABILITY: SURFACE MOTION
 OJ0996
 OJ0996  HISTORY     - Date     Condition        Report By
 OJ0996  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0996
 OJ0996                          STATION DESCRIPTION
 OJ0996
 OJ0996'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0996'THE STATION IS ABOUT 4.8 MILES NORTH-NORTHWEST OF METAMORA AND
 OJ0996'2 MILES SOUTH OF LAPEER ON STATE HIGHWAY M-24
 OJ0996'AND ON STATE HIGHWAY RIGHT OF WAY.
 OJ0996'
 OJ0996'THE STATION IS AT THE INTERSECTION OF STATE HIGHWAY M-24
 OJ0996'AND M-21 AS DESCRIBED.
 OJ0996'
 OJ0996'AZIMUTH MARKS, STAMPED---AZ 44013 1977---, ARE REFERENCE MARK
 OJ0996'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0996'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 105.7
 OJ0996'FEET WEST OF THE MEDIAN OF M-24, 59.4 FEET SOUTH OF THE SOUTH
 OJ0996'EDGE OF WESTBOUND M-21 FREEWAY, 34.7 FEET NORTH OF THE NORTH
 OJ0996'EDGE OF EASTBOUND M-21, 4 FEET SOUTH OF A WITNESS POST AND 2.5
 OJ0996'FEET WEST OF A GUARD RAIL.  THE UNDERGROUND DISK IS SET IN THE
 OJ0996'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0996'GROUND SURFACE.
 OJ0996'
 OJ0996'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44013 MIDH.
 OJ0996'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0996'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0983 ***********************************************************************
 OJ0983  DESIGNATION -  44014
 OJ0983  PID         -  OJ0983
 OJ0983  STATE/COUNTY-  MI/LAPEER
 OJ0983  USGS QUAD   -  LAPEER (1980)
 OJ0983
 OJ0983                         *CURRENT SURVEY CONTROL
 OJ0983  ___________________________________________________________________
 OJ0983* NAD 83(1994)-  43 01 55.42754(N)    083 21 19.83549(W)     ADJUSTED  
 OJ0983* NAVD 88     -       269.0    (meters)     883.     (feet)  VERTCON   
 OJ0983  ___________________________________________________________________
 OJ0983  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 OJ0983  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OJ0983
 OJ0983  HORZ ORDER  -  SECOND
 OJ0983
 OJ0983.The horizontal coordinates were established by classical geodetic methods
 OJ0983.and adjusted by the National Geodetic Survey in February 1997..
 OJ0983
 OJ0983.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0983
 OJ0983.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0983
 OJ0983.The geoid height was determined by GEOID03.
 OJ0983
 OJ0983;                    North         East     Units Scale Factor Converg.
 OJ0983;SPC MI S     -   170,673.043 4,082,398.436   MT  0.99991016   +0 41 17.2
 OJ0983;SPC MI S     -   559,950.93 13,393,695.66   iFT  0.99991016   +0 41 17.2
 OJ0983;UTM  17      - 4,767,067.979   308,102.335   MT  1.00005303   -1 36 28.5
 OJ0983
 OJ0983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0983!SPC MI S     -   0.99996322  x   0.99991016  =   0.99987338
 OJ0983!UTM  17      -   0.99996322  x   1.00005303  =   1.00001625
 OJ0983
 OJ0983|---------------------------------------------------------------------|
 OJ0983| PID    Reference Object                     Distance      Geod. Az  |
 OJ0983|                                                           dddmmss.s |
 OJ0983| CH0660 44014 RM 1                            6.106 METERS 09445     |
 OJ0983| OJ0980 LAPEER RAD WTHM S MAST              APPROX. 5.8 KM 0961452.8 |
 OJ0983| OJ0982 44012                               APPROX. 2.1 KM 1085903.6 |
 OJ0983| CH0661 44014 RM 2                            6.189 METERS 26854     |
 OJ0983|---------------------------------------------------------------------|
 OJ0983
 OJ0983                          SUPERSEDED SURVEY CONTROL
 OJ0983
 OJ0983  NAD 83(1986)-  43 01 55.42468(N)    083 21 19.86640(W) AD(       ) 2
 OJ0983  NAD 27      -  43 01 55.32689(N)    083 21 20.06039(W) AD(       ) 2
 OJ0983  NGVD 29 (07/19/86)  269.1    (m)          883.     (f) VERT ANG       
 OJ0983
 OJ0983.Superseded values are not recommended for survey control.
 OJ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0983.See file dsdata.txt to determine how the superseded data were derived.
 OJ0983
 OJ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0810267068(NAD 83)
 OJ0983_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0983_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0983
 OJ0983  HISTORY     - Date     Condition        Report By
 OJ0983  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0983
 OJ0983                          STATION DESCRIPTION
 OJ0983
 OJ0983'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0983'THE STATION IS LOCATED ABOUT 7-1/4 MILES NORTH-NORTHWEST OF
 OJ0983'METAMORA AND ABOUT 2-1/4 MILES SOUTHWEST OF LAPEER ON STATE
 OJ0983'HIGHWAY RIGHT-OF-WAY PROPERTY AND IN THE SOUTHWEST 1/4 OF
 OJ0983'SECTION 12, T 7 N, R 9 E.
 OJ0983'
 OJ0983'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0983'M-24 AND WESTBOUND M-21 FREEWAY, GO WEST ALONG M-21 FOR 1.8
 OJ0983'MILES TO THE STATION ON THE RIGHT.
 OJ0983'
 OJ0983'STATION MARKS, STAMPED---44014 MIDH---, ARE MICHIGAN DEPARTMENT
 OJ0983'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0983'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0983'SURFACE.  IT IS 142 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 OJ0983'M-21 FREEWAY, 96 FEET SOUTH OF A 44 INCH OAK TREE, 68 FEET WEST
 OJ0983'OF A 1 INCH ELM TREE, 4 FEET NORTH OF A WITNESS POST AND 3
 OJ0983'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS
 OJ0983'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0983'BELOW THE GROUND SURFACE.
 OJ0983'
 OJ0983'REFERENCE MARK 1, STAMPED---44014 1977---, IS SET IN THE TOP OF
 OJ0983'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0983'SURFACE.  IT IS 48 FEET WEST OF A 1 INCH ELM TREE, 20.5 FEET
 OJ0983'EAST OF A WITNESS POST AND 3 FEET SOUTH OF THE RIGHT-OF-WAY
 OJ0983'FENCE.
 OJ0983'
 OJ0983'REFERENCE MARK 2, STAMPED---44014 1977---, IS SET IN THE TOP OF
 OJ0983'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0983'SURFACE.  IT IS 88 FEET WEST OF A 1 INCH ELM TREE, 20.2 FEET
 OJ0983'WEST OF A WITNESS POST AND 4.7 FEET SOUTH OF THE RIGHT-OF-WAY
 OJ0983'FENCE.
 OJ0983'
 OJ0983'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0983'TRANSPORTATION DISKS.
 OJ0983'
 OJ0983'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METERS.
 OJ0983'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1001 ***********************************************************************
 OJ1001  DESIGNATION -  44015
 OJ1001  PID         -  OJ1001
 OJ1001  STATE/COUNTY-  MI/LAPEER
 OJ1001  USGS QUAD   -  ELBA (1980)
 OJ1001
 OJ1001                         *CURRENT SURVEY CONTROL
 OJ1001  ___________________________________________________________________
 OJ1001* NAD 83(1994)-  43 01 47.93534(N)    083 22 51.68694(W)     ADJUSTED  
 OJ1001* NAVD 88     -       277.3    (meters)     910.     (feet)  VERTCON   
 OJ1001  ___________________________________________________________________
 OJ1001  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 OJ1001  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OJ1001
 OJ1001  HORZ ORDER  -  SECOND
 OJ1001
 OJ1001.The horizontal coordinates were established by classical geodetic methods
 OJ1001.and adjusted by the National Geodetic Survey in February 1997..
 OJ1001
 OJ1001.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1001
 OJ1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1001
 OJ1001.The geoid height was determined by GEOID03.
 OJ1001
 OJ1001;                    North         East     Units Scale Factor Converg.
 OJ1001;SPC MI S     -   170,417.221 4,080,322.097   MT  0.99991007   +0 40 14.7
 OJ1001;SPC MI S     -   559,111.62 13,386,883.52   iFT  0.99991007   +0 40 14.7
 OJ1001;UTM  17      - 4,766,895.519   306,017.106   MT  1.00006293   -1 37 31.0
 OJ1001
 OJ1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1001!SPC MI S     -   0.99996191  x   0.99991007  =   0.99987199
 OJ1001!UTM  17      -   0.99996191  x   1.00006293  =   1.00002484
 OJ1001
 OJ1001:                Primary Azimuth Mark                     Grid Az
 OJ1001:SPC MI S     -  LAPEER 2 RM 5                            018 46 04.9
 OJ1001:UTM  17      -  LAPEER 2 RM 5                            021 03 50.6
 OJ1001
 OJ1001|---------------------------------------------------------------------|
 OJ1001| PID    Reference Object                     Distance      Geod. Az  |
 OJ1001|                                                           dddmmss.s |
 OJ1001| OJ0984 LAPEER 2 RM 5                       APPROX. 1.5 KM 0192619.6 |
 OJ1001| CH0662 44015 RM 1                            9.031 METERS 02401     |
 OJ1001| CH0663 44015 RM 2                            7.177 METERS 26942     |
 OJ1001|---------------------------------------------------------------------|
 OJ1001
 OJ1001                          SUPERSEDED SURVEY CONTROL
 OJ1001
 OJ1001  NAD 83(1986)-  43 01 47.93270(N)    083 22 51.71800(W) AD(       ) 2
 OJ1001  NAD 27      -  43 01 47.83524(N)    083 22 51.90911(W) AD(       ) 2
 OJ1001  NGVD 29 (07/19/86)  277.4    (m)          910.     (f) VERT ANG       
 OJ1001
 OJ1001.Superseded values are not recommended for survey control.
 OJ1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1001.See file dsdata.txt to determine how the superseded data were derived.
 OJ1001
 OJ1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0601766896(NAD 83)
 OJ1001_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ1001
 OJ1001  HISTORY     - Date     Condition        Report By
 OJ1001  HISTORY     - 1977     MONUMENTED       MIDH
 OJ1001
 OJ1001                          STATION DESCRIPTION
 OJ1001
 OJ1001'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ1001'THE STATION IS LOCATED ABOUT 7-3/4 MILES NORTHWEST OF METAMORA
 OJ1001'AND 3-1/2 MILES WEST-SOUTHWEST OF LAPEER ON STATE HIGHWAY
 OJ1001'RIGHT-OF-WAY PROPERTY AND IN THE SOUTHEAST 1/4 OF SECTION 10,
 OJ1001'T 7 N, R 9 E.
 OJ1001'
 OJ1001'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS M-24 AND M-21
 OJ1001'AND DAVISON ROAD IN LAPEER GO WEST ALONG DAVISON ROAD FOR 2.4
 OJ1001'MILES TO NEPESSING AND GENESEE ROADS, GO SOUTHWEST ALONG
 OJ1001'GENESEE ROAD FOR 1.15 MILES TO GOLF ROAD, GO SOUTH ALONG GOLF
 OJ1001'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT.
 OJ1001'
 OJ1001'STATION MARKS, STAMPED---44015 1977---, ARE MICHIGAN DEPARTMENT
 OJ1001'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ1001'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ1001'SURFACE.  IT IS 103 FEET NORTH OF THE CENTERLINE OF WESTBOUND
 OJ1001'M-21 FREEWAY, 32 FEET WEST OF THE CENTERLINE OF GOLF ROAD, 26.5
 OJ1001'FEET EAST OF THE NORTHEAST CORNER OF A RIGHT-OF-WAY FENCE AND 4
 OJ1001'FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ1001'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ1001'GROUND SURFACE.
 OJ1001'
 OJ1001'REFERENCE MARK 1, STAMPED---NO 1 44015 1977---, IS SET IN THE
 OJ1001'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ1001'GROUND SURFACE.  IT IS 33.5 FEET NORTHEAST OF A WITNESS POST
 OJ1001'25.5 FEET NORTH OF THE NORTHWEST BRIDGE ABUTMENT AND 19 FEET
 OJ1001'WEST OF THE CENTERLINE OF GOLF ROAD.
 OJ1001'
 OJ1001'REFERENCE MARK 2, STAMPED---NO 2 44015 1977---, IS SET IN THE
 OJ1001'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ1001'GROUND SURFACE.  IT IS 55 FEET WEST OF THE CENTERLINE OF GOLF
 OJ1001'ROAD, 24.3 FEET WEST OF A WITNESS POST AND 4 FEET SOUTHEAST OF
 OJ1001'THE NORTHEAST CORNER OF A RIGHT-OF-WAY FENCE.
 OJ1001'
 OJ1001'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ1001'TRANSPORTATION DISKS.
 OJ1001'
 OJ1001'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METERS.
 OJ1001'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0992 ***********************************************************************
 OJ0992  DESIGNATION -  44016
 OJ0992  PID         -  OJ0992
 OJ0992  STATE/COUNTY-  MI/LAPEER
 OJ0992  USGS QUAD   -  LAPEER (1980)
 OJ0992
 OJ0992                         *CURRENT SURVEY CONTROL
 OJ0992  ___________________________________________________________________
 OJ0992* NAD 83(1994)-  43 04 13.57209(N)    083 19 05.29198(W)     ADJUSTED  
 OJ0992* NAVD 88     -       256.9    (meters)     843.     (feet)  VERTCON   
 OJ0992  ___________________________________________________________________
 OJ0992  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 OJ0992  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0992
 OJ0992  HORZ ORDER  -  SECOND
 OJ0992
 OJ0992.The horizontal coordinates were established by classical geodetic methods
 OJ0992.and adjusted by the National Geodetic Survey in February 1997..
 OJ0992
 OJ0992.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0992
 OJ0992.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0992
 OJ0992.The geoid height was determined by GEOID03.
 OJ0992
 OJ0992;                    North         East     Units Scale Factor Converg.
 OJ0992;SPC MI S     -   174,972.640 4,085,390.710   MT  0.99991210   +0 42 48.8
 OJ0992;SPC MI S     -   574,057.22 13,403,512.83   iFT  0.99991210   +0 42 48.8
 OJ0992;UTM  17      - 4,771,244.779   311,264.923   MT  1.00003822   -1 35 00.7
 OJ0992
 OJ0992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0992!SPC MI S     -   0.99996511  x   0.99991210  =   0.99987722
 OJ0992!UTM  17      -   0.99996511  x   1.00003822  =   1.00000333
 OJ0992
 OJ0992|---------------------------------------------------------------------|
 OJ0992| PID    Reference Object                     Distance      Geod. Az  |
 OJ0992|                                                           dddmmss.s |
 OJ0992| OJ0991 44016 MIDH RM 1                       7.367 METERS 01418     |
 OJ0992| OJ0989 44016 MIDH AZ MK                    APPROX. 0.6 KM 0225659.4 |
 OJ0992| OJ0973 LAPEER MUNICIPAL TANK               APPROX. 1.2 KM 1731447.5 |
 OJ0992| OJ0981 LAPEER N MUN TANK                   APPROX. 0.5 KM 1840357.5 |
 OJ0992| CH0664 44016 RM 2                            6.476 METERS 19520     |
 OJ0992|---------------------------------------------------------------------|
 OJ0992
 OJ0992                          SUPERSEDED SURVEY CONTROL
 OJ0992
 OJ0992  NAD 83(1986)-  43 04 13.56914(N)    083 19 05.32269(W) AD(       ) 2
 OJ0992  NAD 27      -  43 04 13.47185(N)    083 19 05.52018(W) AD(       ) 2
 OJ0992  NGVD 29 (07/19/86)  257.0    (m)          843.     (f) VERT ANG       
 OJ0992
 OJ0992.Superseded values are not recommended for survey control.
 OJ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0992.See file dsdata.txt to determine how the superseded data were derived.
 OJ0992
 OJ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1126571245(NAD 83)
 OJ0992_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0992_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0992
 OJ0992  HISTORY     - Date     Condition        Report By
 OJ0992  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0992
 OJ0992                          STATION DESCRIPTION
 OJ0992
 OJ0992'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0992'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF LAPEER, ON STATE
 OJ0992'HIGHWAY RIGHT-OF-WAY PROPERTY AND IN THE NORTHWEST 1/4 OF
 OJ0992'SECTION 32, T 8 N, R 10 E.
 OJ0992'
 OJ0992'TO REAHC THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0992'M-21 AND M-24 IN LAPEER GO NORTH ALONG M-24 FOR 1.3 MILES TO
 OJ0992'THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 OJ0992'STATION GO NORTH ALONG M-24 FOR 0.4 MILE TO THE MARK ON THE
 OJ0992'LEFT.
 OJ0992'
 OJ0992'STATION MARKS, STAMPED---44016 1977---, ARE MICHIGAN
 OJ0992'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 OJ0992'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OJ0992'THE GROUND SURFACE.  IT IS 73.3 FEET NORTH-NORTHEAST OF A 5
 OJ0992'INCH ELM TREE, 21.2 FEET WEST OF THE CENTERLINE OF M-24, 6.3
 OJ0992'FEET NORTH-NORTHWEST OF A GUARD POST AND 4.5 FEET NORTH OF A
 OJ0992'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0992'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0992'
 OJ0992'REFERENCE MARK 1, STAMPED---NO 1 44016 1977---, IS SET IN THE
 OJ0992'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0992'GROUND SURFACE.  IT IS 57.7 FEET SOUTH-SOUTHEAST OF A 7 INCH
 OJ0992'ELM TREE, 28.8 FEET NORTH OF A WITNESS POST, 22.4 FEET WEST OF
 OJ0992'THE CENTERLINE OF M-24 AND 3.7 FEET WEST OF A GUARD RAIL.
 OJ0992'
 OJ0992'REFERENCE MARK 2, STAMPED---NO 2 44016 1977---, IS SET IN THE
 OJ0992'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0992'GROUND SURFACE.  IT IS 52.5 FEET NORTH-NORTHEAST OF A 5 INCH
 OJ0992'ELM TREE, 21 FEET WEST OF THE CENTERLINE OF M-24 AND 17 FEET
 OJ0992'SOUTH OF A WITNESS POST.
 OJ0992'
 OJ0992'THE AZIMUTH MARKS, STAMPED---AZ 44016 1977---, ARE REFERENCE
 OJ0992'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0992'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0992'IT IS 39.2 FEET NORTH-NORTHWEST OF A MAIL BOX POST, 37 FEET
 OJ0992'WEST OF THE CENTERLINE OF M-24, 31 FEET EAST-SOUTHEAST OF A 14
 OJ0992'INCH CHINESE ELM TREE AND 18.7 FEET EAST OF THE EAST EDGE OF A
 OJ0992'CONCRETE SIDEWALK.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 OJ0992'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0992'
 OJ0992'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0992'TRANSPORTATION DISKS.
 OJ0992'
 OJ0992'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0992'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0989 ***********************************************************************
 OJ0989  DESIGNATION -  44016 MIDH AZ MK
 OJ0989  PID         -  OJ0989
 OJ0989  STATE/COUNTY-  MI/LAPEER
 OJ0989  USGS QUAD   -  LAPEER (1980)
 OJ0989
 OJ0989                         *CURRENT SURVEY CONTROL
 OJ0989  ___________________________________________________________________
 OJ0989* NAD 83(1994)-  43 04 32.76043(N)    083 18 54.20829(W)     ADJUSTED  
 OJ0989* NAVD 88     -       249.1    (meters)     817.     (feet)  VERTCON   
 OJ0989  ___________________________________________________________________
 OJ0989  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 OJ0989  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OJ0989
 OJ0989  HORZ ORDER  -  SECOND
 OJ0989
 OJ0989.The horizontal coordinates were established by classical geodetic methods
 OJ0989.and adjusted by the National Geodetic Survey in February 1997..
 OJ0989
 OJ0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0989
 OJ0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0989
 OJ0989.The geoid height was determined by GEOID03.
 OJ0989
 OJ0989;                    North         East     Units Scale Factor Converg.
 OJ0989;SPC MI S     -   175,567.812 4,085,634.035   MT  0.99991241   +0 42 56.3
 OJ0989;SPC MI S     -   576,009.88 13,404,311.14   iFT  0.99991241   +0 42 56.3
 OJ0989;UTM  17      - 4,771,829.792   311,531.942   MT  1.00003698   -1 34 53.6
 OJ0989
 OJ0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0989!SPC MI S     -   0.99996634  x   0.99991241  =   0.99987875
 OJ0989!UTM  17      -   0.99996634  x   1.00003698  =   1.00000332
 OJ0989
 OJ0989                          SUPERSEDED SURVEY CONTROL
 OJ0989
 OJ0989  NAD 83(1986)-  43 04 32.75746(N)    083 18 54.23896(W) AD(       ) 2
 OJ0989  NAD 27      -  43 04 32.66027(N)    083 18 54.43666(W) AD(       ) 2
 OJ0989  NGVD 29 (07/19/86)  249.2    (m)          818.     (f) VERT ANG       
 OJ0989
 OJ0989.Superseded values are not recommended for survey control.
 OJ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0989.See file dsdata.txt to determine how the superseded data were derived.
 OJ0989
 OJ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1153271830(NAD 83)
 OJ0989_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0989+STABILITY: SURFACE MOTION
 OJ0989
 OJ0989  HISTORY     - Date     Condition        Report By
 OJ0989  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0989
 OJ0989                          STATION DESCRIPTION
 OJ0989
 OJ0989'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0989'THE STATION IS LOCATED ABOUT 1 MILE NORTH OF LAPEER, ON STATE
 OJ0989'HIGHWAY RIGHT-OF-WAY PROPERTY.
 OJ0989'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0989'M-21 AND M-24 IN LAPEER GO NORTH ALONG M-24 FOR 1.7 MILES TO
 OJ0989'THE STATION ON THE LEFT.
 OJ0989'
 OJ0989'THE AZIMUTH MARKS, STAMPED---AZ 44016 1977---, ARE REFERENCE
 OJ0989'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0989'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0989'IT IS 39.2 FEET NORTH-NORTHWEST OF A MAIL BOX POST, 37 FEET
 OJ0989'WEST OF THE CENTERLINE OF M-24, 31 FEET EAST-SOUTHEAST OF A 14
 OJ0989'INCH CHINESE ELM TREE AND 18.7 FEET EAST OF THE EAST EDGE OF A
 OJ0989'CONCRETE SIDEWALK.  THE UNDERGROUND DISK IS SET IN THE TOP OF A
 OJ0989'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0989'
 OJ0989'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44016 MIDH.
 OJ0989'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0989'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1305 ***********************************************************************
 NE1305  DESIGNATION -  44017
 NE1305  PID         -  NE1305
 NE1305  STATE/COUNTY-  MI/LAPEER
 NE1305  USGS QUAD   -  METAMORA (1991)
 NE1305
 NE1305                         *CURRENT SURVEY CONTROL
 NE1305  ___________________________________________________________________
 NE1305* NAD 83(1994)-  42 55 58.14745(N)    083 18 48.06232(W)     ADJUSTED  
 NE1305* NAVD 88     -       323.2    (meters)    1060.     (feet)  VERTCON   
 NE1305  ___________________________________________________________________
 NE1305  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NE1305  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1305
 NE1305  HORZ ORDER  -  SECOND
 NE1305
 NE1305.The horizontal coordinates were established by classical geodetic methods
 NE1305.and adjusted by the National Geodetic Survey in February 1997..
 NE1305
 NE1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1305
 NE1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1305
 NE1305.The geoid height was determined by GEOID03.
 NE1305
 NE1305;                    North         East     Units Scale Factor Converg.
 NE1305;SPC MI S     -   159,691.731 4,085,971.702   MT  0.99990723   +0 43 00.5
 NE1305;SPC MI S     -   523,923.00 13,405,418.97   iFT  0.99990723   +0 43 00.5
 NE1305;UTM  17      - 4,755,950.886   311,233.519   MT  1.00003838   -1 34 34.2
 NE1305
 NE1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1305!SPC MI S     -   0.99995473  x   0.99990723  =   0.99986197
 NE1305!UTM  17      -   0.99995473  x   1.00003838  =   0.99999311
 NE1305
 NE1305:                Primary Azimuth Mark                     Grid Az
 NE1305:SPC MI S     -  44017 MIDH AZ MK                         359 26 30.3
 NE1305:UTM  17      -  44017 MIDH AZ MK                         001 44 05.0
 NE1305
 NE1305|---------------------------------------------------------------------|
 NE1305| PID    Reference Object                     Distance      Geod. Az  |
 NE1305|                                                           dddmmss.s |
 NE1305| NE1302 44017 MIDH AZ MK                    APPROX. 1.1 KM 0000930.8 |
 NE1305| NE1304 44017 MIDH RM 1                       5.966 METERS 02157     |
 NE1305| CH0665 44017 RM 2                            7.385 METERS 29713     |
 NE1305|---------------------------------------------------------------------|
 NE1305
 NE1305                          SUPERSEDED SURVEY CONTROL
 NE1305
 NE1305  NAD 83(1986)-  42 55 58.14671(N)    083 18 48.09550(W) AD(       ) 2
 NE1305  NAD 27      -  42 55 58.04560(N)    083 18 48.29624(W) AD(       ) 2
 NE1305  NGVD 29 (07/19/86)  323.3    (m)         1061.     (f) VERT ANG       
 NE1305
 NE1305.Superseded values are not recommended for survey control.
 NE1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1305.See file dsdata.txt to determine how the superseded data were derived.
 NE1305
 NE1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1123455951(NAD 83)
 NE1305_MARKER: DD = SURVEY DISK
 NE1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1305_SP_SET: CONCRETE POST
 NE1305_STAMPING: 44017 1977
 NE1305_MARK LOGO: MIDH  
 NE1305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1305+STABILITY: SURFACE MOTION
 NE1305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1305+SATELLITE: SATELLITE OBSERVATIONS - August 25, 1988
 NE1305
 NE1305  HISTORY     - Date     Condition        Report By
 NE1305  HISTORY     - 1977     MONUMENTED       MIDH
 NE1305  HISTORY     - 1977     GOOD             MIDH
 NE1305  HISTORY     - 19880825 GOOD             NGS
 NE1305  HISTORY     - 20060905 MARK NOT FOUND   INDIV
 NE1305
 NE1305                          STATION DESCRIPTION
 NE1305
 NE1305'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1305'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF LAPEER AND
 NE1305'ABOUT 1-1/2 MILES SOUTHWEST OF METAMORA ON STATE HIGHWAY
 NE1305'RIGHT-OF-WAY PROPERTY AND IN THE SOUTHWEST 1/4 OF SECTION 17,
 NE1305'T 6 N, R 10 E.
 NE1305'
 NE1305'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NE1305'M-24 AND EASTBOUTN M-21 FREEWAY, GO SOUTH ALONG M-24 FOR 6.6
 NE1305'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 NE1305'FROM THE STATION GO NORTH ALONG M-24 FOR 0.7 MILE TO THE MARK
 NE1305'ON THE RIGHT.
 NE1305'
 NE1305'STATION MARKS, STAMPED---44017 1977, ARE MICHIGAN DEPARTMENT
 NE1305'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1305'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1305'SURFACE.  IT IS 81.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 45.3
 NE1305'FEET WEST OF THE CENTERLINE OF M-24, 40.3 FEET NORTHEAST OF A
 NE1305'10 INCH APPLE TREE, AND 4.1 FEET NORTH OF A WITNESS POST.  THE
 NE1305'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1305'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1305'
 NE1305'REFERENCE MARK 1, STAMPED---NO 1 44017 1977---, IS SET IN THE
 NE1305'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1305'GROUND SURFACE.  IT IS 68.8 FEET SOUTH OF A POWER POLE, 37.2
 NE1305'FEET WEST OF THE CENTERLINE OF M-24 AND 34 FEET NORTHEAST OF A
 NE1305'10 INCH APPLE TREE.
 NE1305'
 NE1305'REFERENCE MARK 2, STAMPED---NO 2 44017 1977---, IS SET IN THE
 NE1305'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1305'GROUND SURFACE.  IT IS 66.3 FEET WEST OF THE CENTERLINE OF
 NE1305'M-24, 65.7 FEET SOUTHEAST OF A POWER POLE AND 57 FEET NORTHEAST
 NE1305'OF A 10 INCH APPLE TREE.
 NE1305'
 NE1305'THE AZIMUTH MARKS, STAMPED---AZ 44017 1977---, ARE REFERENCE
 NE1305'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1305'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1305'IT IS 169.8 FEET SOUTHWEST OF A POWER POLE, 55.3 FEET EAST OF
 NE1305'THE CENTERLINE OF M-24, 6.1 FEET SOUTHWEST OF A TELEPHONE POLE
 NE1305'AND 3.9 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  THE
 NE1305'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1305'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1305'
 NE1305'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1305'TRANSPORTATION DISKS.
 NE1305'
 NE1305'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1305'DESCRIBED BY G.P. ROSENDALE.
 NE1305
 NE1305                          STATION RECOVERY (1977)
 NE1305
 NE1305'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE1305'RECOVERED IN GOOD CONDITION.
 NE1305
 NE1305                          STATION RECOVERY (1988)
 NE1305
 NE1305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NE1305'STATION IS LOCATED IN QUAD. 420831.  IT IS LOCATED ABOUT 13.7 KM
 NE1305'(8.5 MI) SOUTH OF LAPEER, ABOUT 0.8 KM (0.5 MI) SOUTHWEST OF METAMORA
 NE1305'ON HIGHWAY RIGHT OF WAY PROPERTY AND IN THE SOUTHWEST 1/4 SEC. 17,
 NE1305'T-6-N, R-10-E.
 NE1305'TO REACH FROM THE OVERPASS OF INTERSTATE HIGHWAY 69 OVER STATE ROUTE
 NE1305'M-24 AT THE SOUTH SIDE OF LAPEER, GO SOUTH ON M-24 FOR 9.1 KM
 NE1305'(5.7 MI) TO A SIDE ROAD LEFT, DRYDEN ROAD AND STATION TT 19 S 1942 IN
 NE1305'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  CONTINUE SOUTH ON M-24
 NE1305'FOR 1.2 KM (0.7 MI) TO MARK ON RIGHT AS DESCRIBED.
 NE1305'STATION IS SET FLUSH WITH THE GROUND.  IT IS 24.841 M (81.499 FT)
 NE1305'SOUTH-SOUTHEAST FROM A UTILITY POLE, 13.807 M (45.298 FT) WEST FROM
 NE1305'THE CENTER OF STATE ROUTE M-24, 12.283 M (40.298 FT) NORTHEAST OF A
 NE1305'10-INCH APPLE TREE AND 0.305 M (1.001 FT) WEST FROM A WITNESS POST.
 NE1305'A TRAVERSE CONNECTION WAS MADE TO STATION TT 19 S 1942 USING
 NE1305'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1305'HEIGHT OF TARGE SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1305'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1305
 NE1305                          STATION RECOVERY (2006)
 NE1305
 NE1305'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1305'MARK NOT FOUND, NO EVIDENCE OF MARKER FOR INFORMATION SUPPLIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1302 ***********************************************************************
 NE1302  DESIGNATION -  44017 MIDH AZ MK
 NE1302  PID         -  NE1302
 NE1302  STATE/COUNTY-  MI/LAPEER
 NE1302  USGS QUAD   -  METAMORA (1991)
 NE1302
 NE1302                         *CURRENT SURVEY CONTROL
 NE1302  ___________________________________________________________________
 NE1302* NAD 83(1994)-  42 56 35.10600(N)    083 18 47.92312(W)     ADJUSTED  
 NE1302* NAVD 88     -       314.     (meters)    1030.     (feet)  VERTCON   
 NE1302  ___________________________________________________________________
 NE1302  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 NE1302  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1302
 NE1302  HORZ ORDER  -  SECOND
 NE1302
 NE1302.The horizontal coordinates were established by classical geodetic methods
 NE1302.and adjusted by the National Geodetic Survey in February 1997..
 NE1302
 NE1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1302
 NE1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1302
 NE1302.The geoid height was determined by GEOID03.
 NE1302
 NE1302;                    North         East     Units Scale Factor Converg.
 NE1302;SPC MI S     -   160,832.070 4,085,960.591   MT  0.99990739   +0 43 00.6
 NE1302;SPC MI S     -   527,664.27 13,405,382.52   iFT  0.99990739   +0 43 00.6
 NE1302;UTM  17      - 4,757,090.906   311,268.049   MT  1.00003822   -1 34 35.2
 NE1302
 NE1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1302!SPC MI S     -   0.99995619  x   0.99990739  =   0.99986359
 NE1302!UTM  17      -   0.99995619  x   1.00003822  =   0.99999441
 NE1302
 NE1302                          SUPERSEDED SURVEY CONTROL
 NE1302
 NE1302  NAD 83(1986)-  42 56 35.10526(N)    083 18 47.95599(W) AD(       ) 2
 NE1302  NAD 27      -  42 56 35.00438(N)    083 18 48.15653(W) AD(       ) 2
 NE1302  NGVD 29 (07/19/86)  314.     (m)         1030.     (f) VERT ANG       
 NE1302
 NE1302.Superseded values are not recommended for survey control.
 NE1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1302.See file dsdata.txt to determine how the superseded data were derived.
 NE1302
 NE1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1126857091(NAD 83)
 NE1302_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1302+STABILITY: SURFACE MOTION
 NE1302
 NE1302  HISTORY     - Date     Condition        Report By
 NE1302  HISTORY     - 1977     MONUMENTED       MIDH
 NE1302
 NE1302                          STATION DESCRIPTION
 NE1302
 NE1302'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1302'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF LAPEER AND
 NE1302'ABOUT 1-1/2 MILES SOUTHWEST OF METAMORA ON STATE HIGHWAY
 NE1302'RIGHT-OF-WAY PROPERTY.
 NE1302'
 NE1302'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 NE1302'M-24 AND EASTBOUND M-21 FREEWAY, GO SOUTH ALONG M-24 FOR 5.9
 NE1302'MILES TO THE STATION ON THE LEFT.
 NE1302'
 NE1302'THE AZIMUTH MARKS, STAMPED---AZ 44017 1977---, ARE REFERENCE
 NE1302'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1302'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1302'IT IS 169.8 FEET SOUTHWEST OF A POWER POLE, 55.3 FEET EAST OF
 NE1302'THE CENTERLINE OF M-24, 6.1 FEET SOUTHWEST OF A TELEPHONE POLE
 NE1302'AND 3.9 FEET SOUTH-SOUTHWEST OF A WITNESS POST.  THE
 NE1302'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1302'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1302'
 NE1302'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44017 MIDH.
 NE1302'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1302'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1298 ***********************************************************************
 NE1298  DESIGNATION -  44018
 NE1298  PID         -  NE1298
 NE1298  STATE/COUNTY-  MI/LAPEER
 NE1298  USGS QUAD   -  METAMORA (1991)
 NE1298
 NE1298                         *CURRENT SURVEY CONTROL
 NE1298  ___________________________________________________________________
 NE1298* NAD 83(1994)-  42 53 18.87088(N)    083 18 33.19836(W)     ADJUSTED  
 NE1298* NAVD 88     -       339.1    (meters)    1113.     (feet)  VERTCON   
 NE1298  ___________________________________________________________________
 NE1298  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NE1298  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE1298
 NE1298  HORZ ORDER  -  SECOND
 NE1298
 NE1298.The horizontal coordinates were established by classical geodetic methods
 NE1298.and adjusted by the National Geodetic Survey in February 1997..
 NE1298
 NE1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1298
 NE1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1298
 NE1298.The geoid height was determined by GEOID03.
 NE1298
 NE1298;                    North         East     Units Scale Factor Converg.
 NE1298;SPC MI S     -   154,781.746 4,086,370.408   MT  0.99990688   +0 43 10.6
 NE1298;SPC MI S     -   507,814.13 13,406,727.06   iFT  0.99990688   +0 43 10.6
 NE1298;UTM  17      - 4,751,028.238   311,435.542   MT  1.00003745   -1 34 19.4
 NE1298
 NE1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1298!SPC MI S     -   0.99995224  x   0.99990688  =   0.99985912
 NE1298!UTM  17      -   0.99995224  x   1.00003745  =   0.99998969
 NE1298
 NE1298|---------------------------------------------------------------------|
 NE1298| PID    Reference Object                     Distance      Geod. Az  |
 NE1298|                                                           dddmmss.s |
 NE1298| CH0666 44018 RM 2                            5.950 METERS 15304     |
 NE1298| NE1301 44018 MIDH AZ MK                    APPROX. 0.8 KM 3451326.1 |
 NE1298| NE1299 44018 MIDH RM 1                       6.858 METERS 35415     |
 NE1298|---------------------------------------------------------------------|
 NE1298
 NE1298                          SUPERSEDED SURVEY CONTROL
 NE1298
 NE1298  NAD 83(1986)-  42 53 18.86994(N)    083 18 33.23217(W) AD(       ) 2
 NE1298  NAD 27      -  42 53 18.76755(N)    083 18 33.43427(W) AD(       ) 2
 NE1298  NGVD 29 (07/19/86)  339.2    (m)         1113.     (f) VERT ANG       
 NE1298
 NE1298.Superseded values are not recommended for survey control.
 NE1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1298.See file dsdata.txt to determine how the superseded data were derived.
 NE1298
 NE1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1143651028(NAD 83)
 NE1298_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1298+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1298
 NE1298  HISTORY     - Date     Condition        Report By
 NE1298  HISTORY     - 1977     MONUMENTED       MIDH
 NE1298  HISTORY     - 20060905 GOOD             INDIV
 NE1298
 NE1298                          STATION DESCRIPTION
 NE1298
 NE1298'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1298'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF OXFORD, 3.5
 NE1298'MILES SOUTH-SOUTHWEST OF METAMORA ON STATE HIGHWAY RIGHT-OF-WAY
 NE1298'PROPERTY AND IN THE SOUTHEAST 1/4 OF SECTION 32, T 6 N, R 10 E.
 NE1298'
 NE1298'TO REACH THE STATION FROM THE TOWNSHIP HALL IN METAMORA GO WEST
 NE1298'ALONG DRYDEN ROAD FOR 1.4 MILES TO THE INTERSECTION OF DRYDEN
 NE1298'ROAD AND SOUTH LAPEER ROAD (M-24), GO SOUTH ALONG M-24 FOR 3.6
 NE1298'MILES TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK
 NE1298'FROM THE STATION GO NORTH ALONG STATE HIGHWAY M-24 FOR 0.5
 NE1298'MILE TO THE MARK ON THE LEFT.
 NE1298'
 NE1298'STATION MARKS, STAMPED---44018 1977---, ARE MICHIGAN DEPARTMENT
 NE1298'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1298'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1298'SURFACE.  IT IS 131.5 FEET SOUTH OF THE SOUTH END OF A STEEL
 NE1298'BEAM GUARD RAIL, 73.4 FEET EAST OF A RIGHT-OF-WAY FENCE, 43
 NE1298'FEET WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 4.3 FEET
 NE1298'SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 NE1298'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1298'GROUND SURFACE.
 NE1298'
 NE1298'REFERENCE MARK 1, STAMPED---NO 1 44018 1977---, IS SET IN THE
 NE1298'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1298'GROUND SURFACE.  IT IS 110 FEET SOUTH OF THE SOUTH END OF A
 NE1298'STEEL BEAM GUARD RAIL, 81.7 FEET EAST OF A RIGHT-OF-WAY FENCE.
 NE1298'35 FEET WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 19 FEET
 NE1298'NORTHEAST OF A WITNESS POST.
 NE1298'
 NE1298'REFERENCE MARK 2, STAMPED---NO 2 44018 1977---, IS SET IN THE
 NE1298'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1298'GROUND SURFACE.  IT IS 150.7 FEET SOUTH OF THE SOUTH END OF THE
 NE1298'GUARD RAIL, 73.6 FEET EAST OF THE RIGHT-OF-WAY FENCE, 43 FEET
 NE1298'WEST OF THE CENTERLINE OF SOUTHBOUND M-24 AND 24 FEET SOUTH OF
 NE1298'A WITNESS POST.
 NE1298'
 NE1298'THE AZIMUTH MARKS, STAMPED---AZ 44018 1977---, ARE REFERENCE
 NE1298'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1298'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1298'IT IS 220 FEET SOUTH OF A CONCRETE HEADWALL, 35.5 FEET WEST OF
 NE1298'THE CENTERLINE OF SOUTHBOUND M-24 AND 4.2 FEET SOUTH OF A
 NE1298'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1298'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1298'
 NE1298'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1298'TRANSPORTATION DISKS.
 NE1298'
 NE1298'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 NE1298'DESCRIBED BY R. WESOLOWSKI.
 NE1298
 NE1298                          STATION RECOVERY (2006)
 NE1298
 NE1298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1298'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1301 ***********************************************************************
 NE1301  DESIGNATION -  44018 MIDH AZ MK
 NE1301  PID         -  NE1301
 NE1301  STATE/COUNTY-  MI/LAPEER
 NE1301  USGS QUAD   -  METAMORA (1991)
 NE1301
 NE1301                         *CURRENT SURVEY CONTROL
 NE1301  ___________________________________________________________________
 NE1301* NAD 83(1994)-  42 53 44.80333(N)    083 18 42.50154(W)     ADJUSTED  
 NE1301* NAVD 88     -       336.     (meters)    1102.     (feet)  VERTCON   
 NE1301  ___________________________________________________________________
 NE1301  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 NE1301  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE1301
 NE1301  HORZ ORDER  -  SECOND
 NE1301
 NE1301.The horizontal coordinates were established by classical geodetic methods
 NE1301.and adjusted by the National Geodetic Survey in February 1997..
 NE1301
 NE1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1301
 NE1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1301
 NE1301.The geoid height was determined by GEOID03.
 NE1301
 NE1301;                    North         East     Units Scale Factor Converg.
 NE1301;SPC MI S     -   155,579.198 4,086,149.320   MT  0.99990690   +0 43 04.3
 NE1301;SPC MI S     -   510,430.44 13,406,001.71   iFT  0.99990690   +0 43 04.3
 NE1301;UTM  17      - 4,751,833.999   311,246.495   MT  1.00003832   -1 34 26.5
 NE1301
 NE1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1301!SPC MI S     -   0.99995274  x   0.99990690  =   0.99985965
 NE1301!UTM  17      -   0.99995274  x   1.00003832  =   0.99999106
 NE1301
 NE1301                          SUPERSEDED SURVEY CONTROL
 NE1301
 NE1301  NAD 83(1986)-  42 53 44.80242(N)    083 18 42.53520(W) AD(       ) 2
 NE1301  NAD 27      -  42 53 44.70024(N)    083 18 42.73684(W) AD(       ) 2
 NE1301  NGVD 29 (07/19/86)  336.     (m)         1102.     (f) VERT ANG       
 NE1301
 NE1301.Superseded values are not recommended for survey control.
 NE1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1301.See file dsdata.txt to determine how the superseded data were derived.
 NE1301
 NE1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1124651834(NAD 83)
 NE1301_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1301+STABILITY: SURFACE MOTION
 NE1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1301+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1301
 NE1301  HISTORY     - Date     Condition        Report By
 NE1301  HISTORY     - 1977     MONUMENTED       MIDH
 NE1301  HISTORY     - 20060905 GOOD             INDIV
 NE1301
 NE1301                          STATION DESCRIPTION
 NE1301
 NE1301'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1301'THE STATION IS LOCATED ABOUT 5 MILES NORTH OF OXFORD, 3.5
 NE1301'MILES SOUTH-SOUTHWEST OF METAMORA ON STATE HIGHWAY RIGHT-OF-WAY
 NE1301'PROPERTY.
 NE1301'
 NE1301'TO REACH THE STATION FROM THE TOWNSHIP HALL IN METAMORA GO WEST
 NE1301'ALONG DRYDEN ROAD FOR 1.4 MILES TO THE INTERSECTION OF DRYDEN
 NE1301'ROAD AND SOUTH LAPEER ROAD (M-24), GO SOUTH ALONG M-24 FOR 3.1
 NE1301'MILES TO THE STATION ON THE RIGHT.
 NE1301'
 NE1301'THE AZIMUTH MARKS, STAMPED---AZ 44018 1977---, ARE REFERENCE
 NE1301'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1301'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1301'IT IS 220 FEET SOUTH OF A CONCRETE HEADWALL, 35.5 FEET WEST OF
 NE1301'THE CENTERLINE OF SOUTHBOUND M-24 AND 4.2 FEET SOUTH OF A
 NE1301'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1301'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1301'
 NE1301'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 44018 MIDH.
 NE1301'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1301'DESCRIBED BY G.P. ROSENDALE.
 NE1301
 NE1301                          STATION RECOVERY (2006)
 NE1301
 NE1301'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1301'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3068 ***********************************************************************
 AB3068  DESIGNATION -  44200
 AB3068  PID         -  AB3068
 AB3068  STATE/COUNTY-  MI/LAPEER
 AB3068  USGS QUAD   -  METAMORA (1991)
 AB3068
 AB3068                         *CURRENT SURVEY CONTROL
 AB3068  ___________________________________________________________________
 AB3068* NAD 83(1994)-  42 53 07.86117(N)    083 18 23.35908(W)     ADJUSTED  
 AB3068* NAVD 88     -       341.86   (meters)    1121.6    (feet)  LEVELING  
 AB3068  ___________________________________________________________________
 AB3068  X           -     545,590.911 (meters)                     COMP
 AB3068  Y           -  -4,648,937.593 (meters)                     COMP
 AB3068  Z           -   4,318,400.790 (meters)                     COMP
 AB3068  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AB3068  ELLIP HEIGHT-         307.29  (meters)          (07/12/02) GPS OBS
 AB3068  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 AB3068
 AB3068  HORZ ORDER  -  FIRST
 AB3068  VERT ORDER  -  THIRD ?
 AB3068  ELLP ORDER  -  FOURTH    CLASS I
 AB3068
 AB3068.The horizontal coordinates were established by GPS observations
 AB3068.and adjusted by the National Geodetic Survey in February 1997..
 AB3068
 AB3068.The orthometric height was determined by differential leveling.
 AB3068.The vertical network tie was performed by a horz. field party for horz.
 AB3068.obs reductions. Reset procedures were used to establish the elevation.
 AB3068
 AB3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3068
 AB3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3068
 AB3068.The ellipsoidal height was determined by GPS observations
 AB3068.and is referenced to NAD 83.
 AB3068
 AB3068.The geoid height was determined by GEOID03.
 AB3068
 AB3068;                    North         East     Units Scale Factor Converg.
 AB3068;SPC MI S     -   154,444.869 4,086,597.912   MT  0.99990688   +0 43 17.3
 AB3068;SPC MI S     -   506,708.89 13,407,473.46   iFT  0.99990688   +0 43 17.3
 AB3068;UTM  17      - 4,750,682.489   311,649.422   MT  1.00003646   -1 34 12.4
 AB3068
 AB3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3068!SPC MI S     -   0.99995181  x   0.99990688  =   0.99985870
 AB3068!UTM  17      -   0.99995181  x   1.00003646  =   0.99998827
 AB3068
 AB3068                          SUPERSEDED SURVEY CONTROL
 AB3068
 AB3068  ELLIP H (02/03/97)  307.28   (m)                       GP(       ) 4 1
 AB3068  NAD 83(1994)-  42 53 07.86142(N)    083 18 23.35919(W) AD(       ) 1
 AB3068  ELLIP H (05/02/96)  307.29   (m)                       GP(       ) 1 1
 AB3068
 AB3068.Superseded values are not recommended for survey control.
 AB3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3068.See file dsdata.txt to determine how the superseded data were derived.
 AB3068
 AB3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1164950682(NAD 83)
 AB3068_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3068_STAMPING: 44200 1992
 AB3068_MARK LOGO: MIDT  
 AB3068_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3068+STABILITY: SURFACE MOTION
 AB3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3068+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 AB3068
 AB3068  HISTORY     - Date     Condition        Report By
 AB3068  HISTORY     - 1992     MONUMENTED       MIDT
 AB3068  HISTORY     - 20060905 GOOD             INDIV
 AB3068
 AB3068                          STATION DESCRIPTION
 AB3068
 AB3068'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3068'STATION IS LOCATED IN QUAD 420831, ON THE METAMORA QUADRANGLE MAP.  IT
 AB3068'IS IN THE SOUTHEAST 1/4 OF SECTION 32, T-6-N, R-10-E, METAMORA
 AB3068'TOWNSHIP.  ABOUT 11.6 MI (18.7 KM) SOUTH OF LAPEER, 3.6 MI (5.8 KM)
 AB3068'SOUTH OF METAMORA, 5.0 MI (8.0 KM) NORTH OF OXFORD, AND ON STATE
 AB3068'HIGHWAY M-24 RIGHT-OF-WAY.  TO REACH FROM THE JUNCTION OF STATE
 AB3068'HIGHWAY M-24 AND INTERSTATE HIGHWAY 69, (LAPEER EXIT) SOUTH OF LAPEER,
 AB3068'GO SOUTH ON STATE HIGHWAY M-24 FOR 9.9 MI (15.9 KM) TO STATION ON THE
 AB3068'LEFT, ON THE EAST RIGHT-OF-WAY AS DESCRIBED.  STATION IS 44.0 FT (13.4
 AB3068'M) EAST OF THE CENTER OF NORTHBOUND HIGHWAY M-24, 142.8 FT (43.5 M)
 AB3068'NORTHWEST OF THE NORTHWEST LEG OF A HIGH TENSION TOWER, 52.0 FT (15.8
 AB3068'M) WEST OF A RIGHT-OF-WAY FENCE, AND 3.0 FT (0.9 M) WEST OF A METAL
 AB3068'WITNESS POST WITH 2.0 FT (0.6 M) NORTH OF A STONE FENCE CORNER POST,
 AB3068'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST, AND 1.0 FT (0.3 M)
 AB3068'BELOW GROUND SURFACE.
 AB3068
 AB3068                          STATION RECOVERY (2006)
 AB3068
 AB3068'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 AB3068'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3069 ***********************************************************************
 AB3069  DESIGNATION -  44201
 AB3069  PID         -  AB3069
 AB3069  STATE/COUNTY-  MI/LAPEER
 AB3069  USGS QUAD   -  METAMORA (1991)
 AB3069
 AB3069                         *CURRENT SURVEY CONTROL
 AB3069  ___________________________________________________________________
 AB3069* NAD 83(1994)-  42 57 18.79855(N)    083 20 29.78337(W)     ADJUSTED  
 AB3069* NAVD 88     -       283.20   (meters)     929.1    (feet)  LEVELING  
 AB3069  ___________________________________________________________________
 AB3069  X           -     542,124.944 (meters)                     COMP
 AB3069  Y           -  -4,643,990.636 (meters)                     COMP
 AB3069  Z           -   4,324,031.805 (meters)                     COMP
 AB3069  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 AB3069  ELLIP HEIGHT-         248.74  (meters)          (07/12/02) GPS OBS
 AB3069  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AB3069
 AB3069  HORZ ORDER  -  FIRST
 AB3069  VERT ORDER  -  THIRD ?
 AB3069  ELLP ORDER  -  FOURTH    CLASS I
 AB3069
 AB3069.The horizontal coordinates were established by GPS observations
 AB3069.and adjusted by the National Geodetic Survey in February 1997..
 AB3069
 AB3069.The orthometric height was determined by differential leveling.
 AB3069.The vertical network tie was performed by a horz. field party for horz.
 AB3069.obs reductions. Reset procedures were used to establish the elevation.
 AB3069
 AB3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3069
 AB3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3069
 AB3069.The ellipsoidal height was determined by GPS observations
 AB3069.and is referenced to NAD 83.
 AB3069
 AB3069.The geoid height was determined by GEOID03.
 AB3069
 AB3069;                    North         East     Units Scale Factor Converg.
 AB3069;SPC MI S     -   162,151.645 4,083,635.276   MT  0.99990763   +0 41 51.3
 AB3069;SPC MI S     -   531,993.59 13,397,753.53   iFT  0.99990763   +0 41 51.3
 AB3069;UTM  17      - 4,758,502.671   308,997.095   MT  1.00004883   -1 35 46.0
 AB3069
 AB3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3069!SPC MI S     -   0.99996099  x   0.99990763  =   0.99986863
 AB3069!UTM  17      -   0.99996099  x   1.00004883  =   1.00000982
 AB3069
 AB3069                          SUPERSEDED SURVEY CONTROL
 AB3069
 AB3069  ELLIP H (02/03/97)  248.67   (m)                       GP(       ) 4 1
 AB3069  NAD 83(1994)-  42 57 18.80080(N)    083 20 29.78279(W) AD(       ) 1
 AB3069  ELLIP H (05/02/96)  248.70   (m)                       GP(       ) 1 1
 AB3069
 AB3069.Superseded values are not recommended for survey control.
 AB3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3069.See file dsdata.txt to determine how the superseded data were derived.
 AB3069
 AB3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0899758503(NAD 83)
 AB3069_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3069_STAMPING: 44201 1992
 AB3069_MARK LOGO: MIDT  
 AB3069_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3069+STABILITY: SURFACE MOTION
 AB3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3069+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 AB3069
 AB3069  HISTORY     - Date     Condition        Report By
 AB3069  HISTORY     - 1992     MONUMENTED       MIDT
 AB3069  HISTORY     - 20060315 GOOD             ROWEIN
 AB3069
 AB3069                          STATION DESCRIPTION
 AB3069
 AB3069'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3069'STATION IS LOCATED IN QUAD 420831 ON THE METAMORA QUADRANGLE MAP.  IT
 AB3069'IS IN SECTION 1, T-6-N, R-9-E, ELBA TOWNSHIP.  ABOUT 6.6 MILES (10.6
 AB3069'KM) SOUTHWEST OF LAPEER, 2.8 MILES (4.5 KM) NORTHWEST OF METAMORA, 3.2
 AB3069'MILES (5.1 KM) SOUTHWEST OF HUNTERS CREEK AND ON THE SOUTH
 AB3069'RIGHT-OF-WAY OF PRATT ROAD.  TO REACH FROM THE INTERSTATE HIGHWAY 69
 AB3069'AND STATE HIGHWAY M-24 INTERCHANGE (LAPEER EXIT) , GO SOUTH ALONG
 AB3069'STATE HIGHWAY M-24 FOR 4.9 MI (7.9 KM) TO PRATT ROAD. TURN RIGHT AND
 AB3069'GO WEST ON PRATT ROAD FOR 1.3 MI (2.1 KM) TO BALDWIN ROAD.  CONTINUE
 AB3069'WEST ON PRATT ROAD 0.10 MI (0.16 KM) TO STATION ON LEFT.  STATION IS
 AB3069'20.0 FT (6.1 M) SOUTH OF THE CENTER OF PRATT RD., 98.0 FT (29.9 M)
 AB3069'SOUTHWEST OF A 12-INCH CORRUGATED PLASTIC DRIVEWAY CULVERT AND 4.0 FT
 AB3069'(1.2 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AB3069
 AB3069                          STATION RECOVERY (2006)
 AB3069
 AB3069'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 AB3069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3070 ***********************************************************************
 AB3070  DESIGNATION -  44202
 AB3070  PID         -  AB3070
 AB3070  STATE/COUNTY-  MI/LAPEER
 AB3070  USGS QUAD   -  METAMORA (1991)
 AB3070
 AB3070                         *CURRENT SURVEY CONTROL
 AB3070  ___________________________________________________________________
 AB3070* NAD 83(1994)-  42 57 21.05272(N)    083 19 04.20666(W)     ADJUSTED  
 AB3070* NAVD 88     -       299.31   (meters)     982.0    (feet)  LEVELING  
 AB3070  ___________________________________________________________________
 AB3070  X           -     544,047.485 (meters)                     COMP
 AB3070  Y           -  -4,643,729.923 (meters)                     COMP
 AB3070  Z           -   4,324,093.675 (meters)                     COMP
 AB3070  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 AB3070  ELLIP HEIGHT-         264.82  (meters)          (07/12/02) GPS OBS
 AB3070  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AB3070
 AB3070  HORZ ORDER  -  FIRST
 AB3070  VERT ORDER  -  THIRD ?
 AB3070  ELLP ORDER  -  FOURTH    CLASS I
 AB3070
 AB3070.The horizontal coordinates were established by GPS observations
 AB3070.and adjusted by the National Geodetic Survey in February 1997..
 AB3070
 AB3070.The orthometric height was determined by differential leveling.
 AB3070.The vertical network tie was performed by a horz. field party for horz.
 AB3070.obs reductions. Reset procedures were used to establish the elevation.
 AB3070
 AB3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3070
 AB3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3070
 AB3070.The ellipsoidal height was determined by GPS observations
 AB3070.and is referenced to NAD 83.
 AB3070
 AB3070.The geoid height was determined by GEOID03.
 AB3070
 AB3070;                    North         East     Units Scale Factor Converg.
 AB3070;SPC MI S     -   162,245.082 4,085,573.826   MT  0.99990764   +0 42 49.5
 AB3070;SPC MI S     -   532,300.14 13,404,113.60   iFT  0.99990764   +0 42 49.5
 AB3070;UTM  17      - 4,758,518.451   310,938.097   MT  1.00003975   -1 34 47.7
 AB3070
 AB3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3070!SPC MI S     -   0.99995847  x   0.99990764  =   0.99986612
 AB3070!UTM  17      -   0.99995847  x   1.00003975  =   0.99999822
 AB3070
 AB3070                          SUPERSEDED SURVEY CONTROL
 AB3070
 AB3070  ELLIP H (02/03/97)  264.76   (m)                       GP(       ) 4 1
 AB3070  NAD 83(1994)-  42 57 21.05498(N)    083 19 04.20609(W) AD(       ) 1
 AB3070  ELLIP H (05/02/96)  264.79   (m)                       GP(       ) 1 1
 AB3070
 AB3070.Superseded values are not recommended for survey control.
 AB3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3070.See file dsdata.txt to determine how the superseded data were derived.
 AB3070
 AB3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1093858518(NAD 83)
 AB3070_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3070_STAMPING: 44202 1992
 AB3070_MARK LOGO: MIDT  
 AB3070_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3070+STABILITY: SURFACE MOTION
 AB3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3070+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB3070
 AB3070  HISTORY     - Date     Condition        Report By
 AB3070  HISTORY     - 1992     MONUMENTED       MIDT
 AB3070
 AB3070                          STATION DESCRIPTION
 AB3070
 AB3070'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3070'STATION IS LOCATED IN QUAD 420831 ON THE METAMORA QUADRANGLE MAP.  IT
 AB3070'IS IN SECTION 8, T-6-N, R-10-E, METAMORA TOWNSHIP, ABOUT 6.5 MILES
 AB3070'(10.5 KM) SOUTH OF LAPEER, 2 MILES (3.2 KM) NORTHWEST OF METAMORA, 9.0
 AB3070'MILES (14.5 KM) NORTH OF OXFORD AND ON THE NORTH RIGHT-OF-WAY OF PRATT
 AB3070'ROAD.  TO REACH FROM THE INTERSTATE HIGHWAY 69 AND STATE HIGHWAY M-24
 AB3070'INTERCHANGE (LAPEER EXIT) , GO SOUTH ALONG STATE HIGHWAY M-24 FOR 4.9
 AB3070'MI (7.9 KM) TO PRATT ROAD.  TURN RIGHT AND GO WEST ON PRATT ROAD FOR
 AB3070'0.2 MI (0.3 KM) TO STATION ON RIGHT, IN FRONT OF THE (EMMA MURPHY)
 AB3070'ELEMENTARY SCHOOL.  STATION IS 33.0 FT (10.1 M) NORTH OF THE CENTER OF
 AB3070'PRATT ROAD, 16.5 FT (5.0 M) WEST OF A UTILITY POLE, 59.0 FT (18.0 M)
 AB3070'SOUTH OF THE SOUTH EDGE OF THE PAVED SCHOOL PARKING LOT, 87.0 FT (26.5
 AB3070'M) WEST OF DRIVE INTO SCHOOL, AND 4.0 FT (1.2 M) EAST OF A METAL
 AB3070'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3071 ***********************************************************************
 AB3071  DESIGNATION -  44203
 AB3071  PID         -  AB3071
 AB3071  STATE/COUNTY-  MI/LAPEER
 AB3071  USGS QUAD   -  LAPEER (1980)
 AB3071
 AB3071                         *CURRENT SURVEY CONTROL
 AB3071  ___________________________________________________________________
 AB3071* NAD 83(1994)-  43 01 48.58474(N)    083 20 46.16796(W)     ADJUSTED  
 AB3071* NAVD 88     -       257.65   (meters)     845.3    (feet)  LEVELING  
 AB3071  ___________________________________________________________________
 AB3071  X           -     541,096.052 (meters)                     COMP
 AB3071  Y           -  -4,638,376.078 (meters)                     COMP
 AB3071  Z           -   4,330,104.125 (meters)                     COMP
 AB3071  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AB3071  ELLIP HEIGHT-         223.22  (meters)          (07/12/02) GPS OBS
 AB3071  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AB3071
 AB3071  HORZ ORDER  -  FIRST
 AB3071  VERT ORDER  -  THIRD ?
 AB3071  ELLP ORDER  -  FOURTH    CLASS I
 AB3071
 AB3071.The horizontal coordinates were established by GPS observations
 AB3071.and adjusted by the National Geodetic Survey in February 1997..
 AB3071
 AB3071.The orthometric height was determined by differential leveling.
 AB3071.The vertical network tie was performed by a horz. field party for horz.
 AB3071.obs reductions. Reset procedures were used to establish the elevation.
 AB3071
 AB3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3071
 AB3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3071
 AB3071.The ellipsoidal height was determined by GPS observations
 AB3071.and is referenced to NAD 83.
 AB3071
 AB3071.The geoid height was determined by GEOID03.
 AB3071
 AB3071;                    North         East     Units Scale Factor Converg.
 AB3071;SPC MI S     -   170,471.109 4,083,163.053   MT  0.99991008   +0 41 40.2
 AB3071;SPC MI S     -   559,288.42 13,396,204.24   iFT  0.99991008   +0 41 40.2
 AB3071;UTM  17      - 4,766,835.542   308,858.355   MT  1.00004947   -1 36 05.3
 AB3071
 AB3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3071!SPC MI S     -   0.99996500  x   0.99991008  =   0.99987508
 AB3071!UTM  17      -   0.99996500  x   1.00004947  =   1.00001446
 AB3071
 AB3071                          SUPERSEDED SURVEY CONTROL
 AB3071
 AB3071  ELLIP H (02/03/97)  223.20   (m)                       GP(       ) 4 1
 AB3071  NAD 83(1994)-  43 01 48.58556(N)    083 20 46.16794(W) AD(       ) 1
 AB3071  ELLIP H (05/02/96)  223.21   (m)                       GP(       ) 1 1
 AB3071
 AB3071.Superseded values are not recommended for survey control.
 AB3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3071.See file dsdata.txt to determine how the superseded data were derived.
 AB3071
 AB3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0885866836(NAD 83)
 AB3071_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3071_STAMPING: 44203 1992
 AB3071_MARK LOGO: MIDT  
 AB3071_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3071+STABILITY: SURFACE MOTION
 AB3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3071+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2006
 AB3071
 AB3071  HISTORY     - Date     Condition        Report By
 AB3071  HISTORY     - 1992     MONUMENTED       MIDT
 AB3071  HISTORY     - 20060403 GOOD             ROWEIN
 AB3071
 AB3071                          STATION DESCRIPTION
 AB3071
 AB3071'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3071'STAION IS LOCATED IN QUAD 430832 ON THE LAPEER QUADRANGLE MAP.  IT IS
 AB3071'IN SECTION 12, T-07-N, R-09-E, ELBA TOWNSHIP, ABOUT 6.5 MI (10.5 KM)
 AB3071'NORTHWEST OF METAMORA, 4.0 MI (6.4 KM) NORTHWEST OF HUNTERS CREEK, 2.0
 AB3071'MI (3.2 KM) SOUTHWEST OF LAPEER, AND ON INTERSTATE HIGHWAY 69
 AB3071'RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 69
 AB3071'AND LAKE NEPESSING ROAD (EXIT 153) , TRAVEL EAST ALONG INTERSTATE
 AB3071'HIGHWAY 69 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT AS
 AB3071'DESCRIBED.  STATION IS 20.0 FT (6.1 M) SOUTH OF THE SOUTH EDGE OF THE
 AB3071'EASTBOUND TRAFFIC LANES OF INTERSTATE HIGHWAY 69, 40.0 FT (12.2 M)
 AB3071'NORTHEAST OF THE NORTH LEG OF AN INTERSTATE SIGN POST (CARO/OXFORD
 AB3071'EXIT 155) AND 3.2 FT (1.0 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AB3071
 AB3071                          STATION RECOVERY (2006)
 AB3071
 AB3071'RECOVERY NOTE BY ROWE INCORPORATED 2006 (MWR)
 AB3071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3080 ***********************************************************************
 AB3080  DESIGNATION -  44205
 AB3080  PID         -  AB3080
 AB3080  STATE/COUNTY-  MI/LAPEER
 AB3080  USGS QUAD   -  ALMONT (1991)
 AB3080
 AB3080                         *CURRENT SURVEY CONTROL
 AB3080  ___________________________________________________________________
 AB3080* NAD 83(1994)-  42 59 57.25972(N)    083 05 14.45170(W)     ADJUSTED  
 AB3080* NAVD 88     -       256.91   (meters)     842.9    (feet)  LEVELING  
 AB3080  ___________________________________________________________________
 AB3080  X           -     562,324.399 (meters)                     COMP
 AB3080  Y           -  -4,638,210.487 (meters)                     COMP
 AB3080  Z           -   4,327,591.465 (meters)                     COMP
 AB3080  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AB3080  ELLIP HEIGHT-         222.22  (meters)          (07/12/02) GPS OBS
 AB3080  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 AB3080
 AB3080  HORZ ORDER  -  FIRST
 AB3080  VERT ORDER  -  THIRD ?
 AB3080  ELLP ORDER  -  FOURTH    CLASS I
 AB3080
 AB3080.The horizontal coordinates were established by GPS observations
 AB3080.and adjusted by the National Geodetic Survey in February 1997..
 AB3080
 AB3080.The orthometric height was determined by differential leveling.
 AB3080.The vertical network tie was performed by a horz. field party for horz.
 AB3080.obs reductions. Reset procedures were used to establish the elevation.
 AB3080
 AB3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3080
 AB3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3080
 AB3080.The ellipsoidal height was determined by GPS observations
 AB3080.and is referenced to NAD 83.
 AB3080
 AB3080.The geoid height was determined by GEOID03.
 AB3080
 AB3080;                    North         East     Units Scale Factor Converg.
 AB3080;SPC MI S     -   167,324.478 4,104,304.673   MT  0.99990886   +0 52 14.2
 AB3080;SPC MI S     -   548,964.82 13,465,566.51   iFT  0.99990886   +0 52 14.2
 AB3080;UTM  17      - 4,762,844.382   329,858.939   MT  0.99995613   -1 25 26.0
 AB3080
 AB3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3080!SPC MI S     -   0.99996515  x   0.99990886  =   0.99987402
 AB3080!UTM  17      -   0.99996515  x   0.99995613  =   0.99992128
 AB3080
 AB3080                          SUPERSEDED SURVEY CONTROL
 AB3080
 AB3080  ELLIP H (02/03/97)  222.21   (m)                       GP(       ) 4 1
 AB3080  NAD 83(1994)-  42 59 57.25970(N)    083 05 14.45151(W) AD(       ) 1
 AB3080  ELLIP H (05/02/96)  222.21   (m)                       GP(       ) 1 1
 AB3080
 AB3080.Superseded values are not recommended for survey control.
 AB3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3080.See file dsdata.txt to determine how the superseded data were derived.
 AB3080
 AB3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2985962844(NAD 83)
 AB3080_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3080_STAMPING: 44205 1994
 AB3080_MARK LOGO: MIDT  
 AB3080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3080+STABILITY: SURFACE MOTION
 AB3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3080+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3080
 AB3080  HISTORY     - Date     Condition        Report By
 AB3080  HISTORY     - 1994     MONUMENTED       MIDT
 AB3080
 AB3080                          STATION DESCRIPTION
 AB3080
 AB3080'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3080'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AB3080'IN THE NORTHEAST 1/4 SECTION 30, T-7-N, R-12-E, IMLAY TOWNSHIP.
 AB3080'LOCATED ABOUT 12.0 MI (19.3 KM) EAST OF LAPEER, 6.0 MI (9.7 KM)
 AB3080'NORTHWEST OF ALMONT, 2.5 MI (4.0 KM) SOUTHWEST OF IMLAY CITY, AND ON
 AB3080'HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE INTERCHANGE OF INTERSTATE
 AB3080'HIGHWAY 69 WITH STATE HIGHWAY M-53 SOUTH OF IMLAY CITY, GO WEST ALONG
 AB3080'INTERSTATE HIGHWAY 69 FOR 0.9 MI (1.4 KM) TO THE STATION ON THE RIGHT
 AB3080'AS DESCRIBED.  ABOUT 350.0 FT (106.7 M) WEST FROM BLACKS CORNERS ROAD
 AB3080'OVERPASS.  STATION IS 9.0 M (29.5 FT) EAST-SOUTHEAST FROM A CONCRETE
 AB3080'CULVERT, 6.5 M (21.3 FT) SOUTH FROM THE CENTER OF A DITCH, 3.51 M
 AB3080'(11.52 FT) NORTH FROM THE NORTH EDGE CONCRETE OF WESTBOUND INTERSTATE
 AB3080'HIGHWAY 69, AND 3.0 FT (0.9 M) SOUTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3081 ***********************************************************************
 AB3081  DESIGNATION -  44206
 AB3081  PID         -  AB3081
 AB3081  STATE/COUNTY-  MI/LAPEER
 AB3081  USGS QUAD   -  IMLAY CITY (1963)
 AB3081
 AB3081                         *CURRENT SURVEY CONTROL
 AB3081  ___________________________________________________________________
 AB3081* NAD 83(1994)-  43 00 01.04800(N)    083 04 16.86751(W)     ADJUSTED  
 AB3081* NAVD 88     -       258.55   (meters)     848.3    (feet)  LEVELING  
 AB3081  ___________________________________________________________________
 AB3081  X           -     563,609.778 (meters)                     COMP
 AB3081  Y           -  -4,637,975.340 (meters)                     COMP
 AB3081  Z           -   4,327,678.064 (meters)                     COMP
 AB3081  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AB3081  ELLIP HEIGHT-         223.83  (meters)          (07/12/02) GPS OBS
 AB3081  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 AB3081
 AB3081  HORZ ORDER  -  FIRST
 AB3081  VERT ORDER  -  THIRD ?
 AB3081  ELLP ORDER  -  FOURTH    CLASS I
 AB3081
 AB3081.The horizontal coordinates were established by GPS observations
 AB3081.and adjusted by the National Geodetic Survey in February 1997..
 AB3081
 AB3081.The orthometric height was determined by differential leveling.
 AB3081.The vertical network tie was performed by a horz. field party for horz.
 AB3081.obs reductions. Reset procedures were used to establish the elevation.
 AB3081
 AB3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3081
 AB3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3081
 AB3081.The ellipsoidal height was determined by GPS observations
 AB3081.and is referenced to NAD 83.
 AB3081
 AB3081.The geoid height was determined by GEOID03.
 AB3081
 AB3081;                    North         East     Units Scale Factor Converg.
 AB3081;SPC MI S     -   167,461.296 4,105,606.917   MT  0.99990890   +0 52 53.4
 AB3081;SPC MI S     -   549,413.70 13,469,838.97   iFT  0.99990890   +0 52 53.4
 AB3081;UTM  17      - 4,762,928.958   331,165.674   MT  0.99995068   -1 24 46.8
 AB3081
 AB3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3081!SPC MI S     -   0.99996490  x   0.99990890  =   0.99987380
 AB3081!UTM  17      -   0.99996490  x   0.99995068  =   0.99991558
 AB3081
 AB3081                          SUPERSEDED SURVEY CONTROL
 AB3081
 AB3081  NAD 83(1994)-  43 00 01.04803(N)    083 04 16.86713(W) AD(       ) 1
 AB3081  ELLIP H (05/02/96)  223.83   (m)                       GP(       ) 1 1
 AB3081
 AB3081.Superseded values are not recommended for survey control.
 AB3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3081.See file dsdata.txt to determine how the superseded data were derived.
 AB3081
 AB3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3116662929(NAD 83)
 AB3081_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3081_STAMPING: 44206 1994
 AB3081_MARK LOGO: MIDT  
 AB3081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3081+STABILITY: SURFACE MOTION
 AB3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3081+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3081
 AB3081  HISTORY     - Date     Condition        Report By
 AB3081  HISTORY     - 1994     MONUMENTED       MIDT
 AB3081
 AB3081                          STATION DESCRIPTION
 AB3081
 AB3081'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3081'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AB3081'IN THE NORTHEAST 1/4 OF SECTION 29, T-7-N, R-12-E, IMLAY TOWNSHIP.
 AB3081'ABOUT 13.0 MI (20.9 KM) EAST OF LAPEER, 5.5 MI (8.9 KM) NORTH OF
 AB3081'ALMONT, 2.0 MI (3.2 KM) SOUTH OF IMLAY CITY, AND ON HIGHWAY
 AB3081'RIGHT-OF-WAY.  STATION IS AT THE INTERSTATE HIGHWAY 69 AND STATE
 AB3081'HIGHWAY M-53 INTERCHANGE AT THE SOUTH SIDE OF IMLAY CITY, IN THE
 AB3081'SOUTHWEST CORNER OF THE STATE HIGHWAY M-53 BRIDGE OVER INTERSTATE
 AB3081'HIGHWAY 69 ON THE WEST SIDE GAURDRAIL AT THE TOP OF THE ROAD
 AB3081'EMBANKMENT.  STATION IS 128.0 FT (39.0 M) NORTH FROM THE SOUTH END OF
 AB3081'A GAURDRAIL, 36.0 FT (11.0 M) EAST FROM A CONCRETE HEADWALL OF A
 AB3081'12-INCH CORRUGATED METAL PIPE, 26.0 FT (7.9 M) SOUTHERLY FROM THE
 AB3081'SOUTH END OF A NORTH-SOUTH RETAINING WALL FOR A BRIDGE ABUTMENT, 12.5
 AB3081'FT (3.8 M) WEST FROM THE WEST EDGE OF A CONCRETE APPROACH FOR
 AB3081'EASTBOUND INTERSTATE HIGHWAY 69, AND 2.0 FT (0.6 M) WEST FROM A
 AB3081'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0765 ***********************************************************************
 NE0765  DESIGNATION -  45 1/2
 NE0765  PID         -  NE0765
 NE0765  STATE/COUNTY-  MI/OAKLAND
 NE0765  USGS QUAD   -  DAVISBURG (1983)
 NE0765
 NE0765                         *CURRENT SURVEY CONTROL
 NE0765  ___________________________________________________________________
 NE0765* NAD 83(1986)-  42 46 57.     (N)    083 36 24.     (W)     SCALED    
 NE0765* NAVD 88     -       283.139  (meters)     928.93   (feet)  ADJUSTED  
 NE0765  ___________________________________________________________________
 NE0765  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NE0765  DYNAMIC HT  -         283.057 (meters)     928.66  (feet)  COMP
 NE0765  MODELED GRAV-     980,322.5   (mgal)                       NAVD 88
 NE0765
 NE0765  VERT ORDER  -  SECOND    CLASS 0
 NE0765
 NE0765.The horizontal coordinates were scaled from a topographic map and have
 NE0765.an estimated accuracy of +/- 6 seconds.
 NE0765
 NE0765.The orthometric height was determined by differential leveling
 NE0765.and adjusted by the National Geodetic Survey in June 1991..
 NE0765
 NE0765.The geoid height was determined by GEOID03.
 NE0765
 NE0765.The dynamic height is computed by dividing the NAVD 88
 NE0765.geopotential number by the normal gravity value computed on the
 NE0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0765.degrees latitude (g = 980.6199 gals.).
 NE0765
 NE0765.The modeled gravity was interpolated from observed gravity values.
 NE0765
 NE0765;                    North         East    Units  Estimated Accuracy
 NE0765;SPC MI S     -   142,740.    4,062,180.      MT  (+/- 180 meters Scaled)
 NE0765
 NE0765                          SUPERSEDED SURVEY CONTROL
 NE0765
 NE0765  NGVD 29 (??/??/92)  283.243  (m)          929.27   (f) ADJ UNCH    2 0
 NE0765
 NE0765.Superseded values are not recommended for survey control.
 NE0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0765.See file dsdata.txt to determine how the superseded data were derived.
 NE0765
 NE0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH867399(NAD 83)
 NE0765_MARKER: B = BOLT
 NE0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0765_STAMPING: 45-1/2
 NE0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0765+STABILITY: SURFACE MOTION
 NE0765
 NE0765  HISTORY     - Date     Condition        Report By
 NE0765  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0765  HISTORY     - 1942     GOOD             NGS
 NE0765  HISTORY     - 20060310 MARK NOT FOUND   INDIV
 NE0765
 NE0765                          STATION DESCRIPTION
 NE0765
 NE0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0765'1 MI SE FROM HOLLY.
 NE0765'1.0 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0765'THE STATION AT HOLLY, OAKLAND COUNTY, 456 YARDS NORTHWEST OF
 NE0765'BANJO SIGNAL 44.2, 257 YARDS NORTHWEST OF A SIDING SWITCH,
 NE0765'56 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 NE0765'16.3 FEET SOUTHEAST OF A ROW OF POLES, AND 1 FOOT SOUTHWEST
 NE0765'OF THE RIGHT-OF-WAY FENCE.  A COPPER BOLT, STAMPED 45-1/2 AND
 NE0765'SET IN THE TOP OF A CONCRETE POST.
 NE0765
 NE0765                          STATION RECOVERY (2006)
 NE0765
 NE0765'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0920 ***********************************************************************
 QK0920  DESIGNATION -  45200
 QK0920  PID         -  QK0920
 QK0920  STATE/COUNTY-  MI/LEELANAU
 QK0920  USGS QUAD   -  
 QK0920
 QK0920                         *CURRENT SURVEY CONTROL
 QK0920  ___________________________________________________________________
 QK0920* NAD 83(1994)-  45 02 50.74657(N)    085 44 13.44491(W)     ADJUSTED  
 QK0920* NAVD 88     -       184.6    (meters)     606.     (feet)  GPS OBS   
 QK0920  ___________________________________________________________________
 QK0920  X           -     335,539.336 (meters)                     COMP
 QK0920  Y           -  -4,501,479.348 (meters)                     COMP
 QK0920  Z           -   4,491,179.506 (meters)                     COMP
 QK0920  LAPLACE CORR-           6.84  (seconds)                    DEFLEC99
 QK0920  ELLIP HEIGHT-         149.09  (meters)          (02/03/97) GPS OBS
 QK0920  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QK0920
 QK0920  HORZ ORDER  -  FIRST
 QK0920  ELLP ORDER  -  FOURTH    CLASS I
 QK0920
 QK0920.The horizontal coordinates were established by GPS observations
 QK0920.and adjusted by the National Geodetic Survey in February 1997..
 QK0920
 QK0920.The orthometric height was determined by GPS observations and a
 QK0920.high-resolution geoid model.
 QK0920
 QK0920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0920
 QK0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0920
 QK0920.The ellipsoidal height was determined by GPS observations
 QK0920.and is referenced to NAD 83.
 QK0920
 QK0920.The geoid height was determined by GEOID03.
 QK0920
 QK0920;                    North         East     Units Scale Factor Converg.
 QK0920;SPC MI C     -   193,234.319 5,892,051.755   MT  0.99991435   -0 58 05.0
 QK0920;SPC MI C     -   633,970.86 19,330,878.46   iFT  0.99991435   -0 58 05.0
 QK0920;UTM  16      - 4,988,995.030   599,456.201   MT  0.99972163   +0 53 37.8
 QK0920
 QK0920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0920!SPC MI C     -   0.99997663  x   0.99991435  =   0.99989098
 QK0920!UTM  16      -   0.99997663  x   0.99972163  =   0.99969826
 QK0920
 QK0920                          SUPERSEDED SURVEY CONTROL
 QK0920
 QK0920  NAD 83(1986)-  45 02 50.74353(N)    085 44 13.43616(W) AD(       ) 1
 QK0920
 QK0920.Superseded values are not recommended for survey control.
 QK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0920.See file dsdata.txt to determine how the superseded data were derived.
 QK0920
 QK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9945688995(NAD 83)
 QK0920_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0920_SP_SET: CONCRETE POST
 QK0920_STAMPING: 45200 1992
 QK0920_MARK LOGO: MIDT  
 QK0920_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0920+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0920
 QK0920  HISTORY     - Date     Condition        Report By
 QK0920  HISTORY     - 1992     MONUMENTED       MIDT
 QK0920  HISTORY     - 20040507 GOOD             USPSQD
 QK0920
 QK0920                          STATION DESCRIPTION
 QK0920
 QK0920'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0920'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0920'IT IS IN THE NORTHEAST 1/4 OF SECTION 34, T-31-N, R-12-W, LELAND
 QK0920'TOWNSHIP.  STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0920'ABOUT 2.0 MI (3.2 KM) NORTHEASTERLY OF LELAND, ABOUT 8.5 MI
 QK0920'(13.7 KM) SOUTHWEST OF NORTHPORT, ABOUT 6.5 MI (10.5 KM) NORTHWEST OF
 QK0920'SUTTONS BAY.
 QK0920'TO REACH THE STATION FROM THE STATE HIGHWAY M-22 BRIDGE IN LELAND,
 QK0920'OVER THE LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 2.1 MI (3.4 KM)
 QK0920'ALONG STATE HIGHWAY M-22 TO THE STATION ON RIGHT, AS DESCRIBED.
 QK0920'STATION IS LOCATED 25.0 FT (7.6 M) EASTERLY FORM THE CENTER OF HIGHWAY
 QK0920'M-22, 107 FT (32.6 M) NORTHERLY FROM A CROSS CULVERT UNDER M-22, 35.0
 QK0920'FT (10.7 M) WEST FROM A TRIPLE 10 INCH CEDAR AND 3 FT (0.9 M)
 QK0920'WESTERLY FROM METAL WITNESS POST WITH SIGN.
 QK0920
 QK0920                          STATION RECOVERY (2004)
 QK0920
 QK0920'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0921 ***********************************************************************
 QK0921  DESIGNATION -  45201
 QK0921  PID         -  QK0921
 QK0921  STATE/COUNTY-  MI/LEELANAU
 QK0921  USGS QUAD   -  
 QK0921
 QK0921                         *CURRENT SURVEY CONTROL
 QK0921  ___________________________________________________________________
 QK0921* NAD 83(1994)-  45 03 08.82978(N)    085 44 03.96335(W)     ADJUSTED  
 QK0921* NAVD 88     -       182.6    (meters)     599.     (feet)  GPS OBS   
 QK0921  ___________________________________________________________________
 QK0921  X           -     335,716.771 (meters)                     COMP
 QK0921  Y           -  -4,501,068.557 (meters)                     COMP
 QK0921  Z           -   4,491,572.520 (meters)                     COMP
 QK0921  LAPLACE CORR-           6.83  (seconds)                    DEFLEC99
 QK0921  ELLIP HEIGHT-         147.14  (meters)          (02/03/97) GPS OBS
 QK0921  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QK0921
 QK0921  HORZ ORDER  -  FIRST
 QK0921  ELLP ORDER  -  FOURTH    CLASS I
 QK0921
 QK0921.The horizontal coordinates were established by GPS observations
 QK0921.and adjusted by the National Geodetic Survey in February 1997..
 QK0921
 QK0921.The orthometric height was determined by GPS observations and a
 QK0921.high-resolution geoid model.
 QK0921
 QK0921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0921
 QK0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0921
 QK0921.The ellipsoidal height was determined by GPS observations
 QK0921.and is referenced to NAD 83.
 QK0921
 QK0921.The geoid height was determined by GEOID03.
 QK0921
 QK0921;                    North         East     Units Scale Factor Converg.
 QK0921;SPC MI C     -   193,788.922 5,892,268.613   MT  0.99991451   -0 57 58.3
 QK0921;SPC MI C     -   635,790.43 19,331,589.94   iFT  0.99991451   -0 57 58.3
 QK0921;UTM  16      - 4,989,556.279   599,654.887   MT  0.99972211   +0 53 44.8
 QK0921
 QK0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0921!SPC MI C     -   0.99997693  x   0.99991451  =   0.99989144
 QK0921!UTM  16      -   0.99997693  x   0.99972211  =   0.99969905
 QK0921
 QK0921                          SUPERSEDED SURVEY CONTROL
 QK0921
 QK0921  NAD 83(1986)-  45 03 08.82677(N)    085 44 03.95455(W) AD(       ) 1
 QK0921
 QK0921.Superseded values are not recommended for survey control.
 QK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0921.See file dsdata.txt to determine how the superseded data were derived.
 QK0921
 QK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9965589556(NAD 83)
 QK0921_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0921_SP_SET: CONCRETE POST
 QK0921_STAMPING: 45201 1992
 QK0921_MARK LOGO: MIDT  
 QK0921_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0921+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0921
 QK0921  HISTORY     - Date     Condition        Report By
 QK0921  HISTORY     - 1992     MONUMENTED       MIDT
 QK0921  HISTORY     - 20040507 GOOD             USPSQD
 QK0921
 QK0921                          STATION DESCRIPTION
 QK0921
 QK0921'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0921'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0921'IT IS IN THE NORTHEAST 1/4 OF SECTION 34, T-31-N, R-12-W, LELAND
 QK0921'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0921'ABOUT 2.5 MI (4.0 KM) NORTHEASTERLY OF LELAND, ABOUT 8.0 MI
 QK0921'(12.9 KM) SOUTHWEST OF NORTHPORT, AND ABOUT 6.5 MI (10.5 KM)
 QK0921'NORTHWEST OF SUTTONS BAY.
 QK0921'TO REACH THE STATION FROM THE STATE HIGHWAY M-22 BRIDGE IN LELAND,
 QK0921'OVER THE LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 2.5 MI (4.0 KM)
 QK0921'ALONG HIGHWAY M-22 TO THE STATION ON THE RIGHT, AS DESCRIBED.
 QK0921'STATION IS LOCATED 30.0 FT (9.1 M) EASTERLY FROM THE CENTER OF HIGHWAY
 QK0921'M-22, 46.0 FT (14.0 M) SOUTHWESTERLY FORM A 6 INCH POPLAR, 236.0 FT
 QK0921'(71.9 M) NORTHERLY FROM A CROSS CULVERT UNDER M-22 AND 4 FT (1.2 M)
 QK0921'WESTERLY FROM METAL WITNESS POST WITH SIGN.
 QK0921
 QK0921                          STATION RECOVERY (2004)
 QK0921
 QK0921'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0922 ***********************************************************************
 QK0922  DESIGNATION -  45202
 QK0922  PID         -  QK0922
 QK0922  STATE/COUNTY-  MI/LEELANAU
 QK0922  USGS QUAD   -  
 QK0922
 QK0922                         *CURRENT SURVEY CONTROL
 QK0922  ___________________________________________________________________
 QK0922* NAD 83(1994)-  45 04 52.14961(N)    085 41 00.36087(W)     ADJUSTED  
 QK0922* NAVD 88     -       218.4    (meters)     717.     (feet)  GPS OBS   
 QK0922  ___________________________________________________________________
 QK0922  X           -     339,555.127 (meters)                     COMP
 QK0922  Y           -  -4,498,541.610 (meters)                     COMP
 QK0922  Z           -   4,493,850.683 (meters)                     COMP
 QK0922  LAPLACE CORR-           7.46  (seconds)                    DEFLEC99
 QK0922  ELLIP HEIGHT-         183.03  (meters)          (02/03/97) GPS OBS
 QK0922  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0922
 QK0922  HORZ ORDER  -  FIRST
 QK0922  ELLP ORDER  -  FOURTH    CLASS I
 QK0922
 QK0922.The horizontal coordinates were established by GPS observations
 QK0922.and adjusted by the National Geodetic Survey in February 1997..
 QK0922
 QK0922.The orthometric height was determined by GPS observations and a
 QK0922.high-resolution geoid model.
 QK0922
 QK0922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0922
 QK0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0922
 QK0922.The ellipsoidal height was determined by GPS observations
 QK0922.and is referenced to NAD 83.
 QK0922
 QK0922.The geoid height was determined by GEOID03.
 QK0922
 QK0922;                    North         East     Units Scale Factor Converg.
 QK0922;SPC MI C     -   196,911.267 5,896,337.065   MT  0.99991559   -0 55 48.6
 QK0922;SPC MI C     -   646,034.34 19,344,937.88   iFT  0.99991559   -0 55 48.6
 QK0922;UTM  16      - 4,992,808.574   603,618.979   MT  0.99973202   +0 55 56.5
 QK0922
 QK0922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0922!SPC MI C     -   0.99997130  x   0.99991559  =   0.99988690
 QK0922!UTM  16      -   0.99997130  x   0.99973202  =   0.99970333
 QK0922
 QK0922:                Primary Azimuth Mark                     Grid Az
 QK0922:SPC MI C     -  45203                                    036 47 09.8
 QK0922:UTM  16      -  45203                                    034 55 24.7
 QK0922
 QK0922|---------------------------------------------------------------------|
 QK0922| PID    Reference Object                     Distance      Geod. Az  |
 QK0922|                                                           dddmmss.s |
 QK0922| QK0923 45203                               APPROX. 0.5 KM 0355121.2 |
 QK0922|---------------------------------------------------------------------|
 QK0922
 QK0922                          SUPERSEDED SURVEY CONTROL
 QK0922
 QK0922  NAD 83(1986)-  45 04 52.14666(N)    085 41 00.35209(W) AD(       ) 1
 QK0922
 QK0922.Superseded values are not recommended for survey control.
 QK0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0922.See file dsdata.txt to determine how the superseded data were derived.
 QK0922
 QK0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0361992809(NAD 83)
 QK0922_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0922_SP_SET: CONCRETE POST
 QK0922_STAMPING: 45202 1992
 QK0922_MARK LOGO: MIDT  
 QK0922_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0922+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0922
 QK0922  HISTORY     - Date     Condition        Report By
 QK0922  HISTORY     - 1992     MONUMENTED       MIDT
 QK0922  HISTORY     - 20040507 GOOD             USPSQD
 QK0922
 QK0922                          STATION DESCRIPTION
 QK0922
 QK0922'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0922'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0922'IT IS IN THE NORTHWEST 1/4 OF SECTION 19, T-31-N, R-11-W, LEELANAU
 QK0922'TOWNSHIP.  STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0922'ABOUT 6.0 MI (9.7 KM) NORTHEASTERLY OF LELAND, ABOUT 8 MI (12.9 KM)
 QK0922'SOUTHWEST OF NORTHPORT, AND ABOUT 7.0 MI (11.3 KM) NORTHWESTERLY OF
 QK0922'SUTTONS BAY.
 QK0922'TO REACH THE STATION FROM THE STATE HIGHWAY M-22 BRIDGE IN LELAND,
 QK0922'OVER THE LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 6.3 MI (10.1 KM)
 QK0922'ALONG HIGHWAY M-22 TO STATION ON LEFT, AS DESCRIBED.
 QK0922'STATION IS LOCATED 31.0 FT (9.4 M) WESTERLY FROM CENTER OF M-22, 35 FT
 QK0922'(10.7 M) SOUTHWEST FROM A POWER POLE, AND 4 FT (1.2 M) EASTERLY FROM
 QK0922'METAL WITNESS POST WITH SIGN.
 QK0922
 QK0922                          STATION RECOVERY (2004)
 QK0922
 QK0922'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0923 ***********************************************************************
 QK0923  DESIGNATION -  45203
 QK0923  PID         -  QK0923
 QK0923  STATE/COUNTY-  MI/LEELANAU
 QK0923  USGS QUAD   -  
 QK0923
 QK0923                         *CURRENT SURVEY CONTROL
 QK0923  ___________________________________________________________________
 QK0923* NAD 83(1994)-  45 05 05.55495(N)    085 40 46.68517(W)     ADJUSTED  
 QK0923* NAVD 88     -       207.6    (meters)     681.     (feet)  GPS OBS   
 QK0923  ___________________________________________________________________
 QK0923  X           -     339,830.735 (meters)                     COMP
 QK0923  Y           -  -4,498,219.242 (meters)                     COMP
 QK0923  Z           -   4,494,135.218 (meters)                     COMP
 QK0923  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 QK0923  ELLIP HEIGHT-         172.20  (meters)          (02/03/97) GPS OBS
 QK0923  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0923
 QK0923  HORZ ORDER  -  FIRST
 QK0923  ELLP ORDER  -  FOURTH    CLASS I
 QK0923
 QK0923.The horizontal coordinates were established by GPS observations
 QK0923.and adjusted by the National Geodetic Survey in February 1997..
 QK0923
 QK0923.The orthometric height was determined by GPS observations and a
 QK0923.high-resolution geoid model.
 QK0923
 QK0923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0923
 QK0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0923
 QK0923.The ellipsoidal height was determined by GPS observations
 QK0923.and is referenced to NAD 83.
 QK0923
 QK0923.The geoid height was determined by GEOID03.
 QK0923
 QK0923;                    North         East     Units Scale Factor Converg.
 QK0923;SPC MI C     -   197,320.158 5,896,642.800   MT  0.99991575   -0 55 39.0
 QK0923;SPC MI C     -   647,375.85 19,345,940.94   iFT  0.99991575   -0 55 39.0
 QK0923;UTM  16      - 4,993,227.109   603,911.208   MT  0.99973277   +0 56 06.4
 QK0923
 QK0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0923!SPC MI C     -   0.99997300  x   0.99991575  =   0.99988875
 QK0923!UTM  16      -   0.99997300  x   0.99973277  =   0.99970578
 QK0923
 QK0923:                Primary Azimuth Mark                     Grid Az
 QK0923:SPC MI C     -  45202                                    216 47 09.9
 QK0923:UTM  16      -  45202                                    214 55 24.5
 QK0923
 QK0923|---------------------------------------------------------------------|
 QK0923| PID    Reference Object                     Distance      Geod. Az  |
 QK0923|                                                           dddmmss.s |
 QK0923| QK0922 45202                               APPROX. 0.5 KM 2155130.9 |
 QK0923|---------------------------------------------------------------------|
 QK0923
 QK0923                          SUPERSEDED SURVEY CONTROL
 QK0923
 QK0923  NAD 83(1986)-  45 05 05.55198(N)    085 40 46.67641(W) AD(       ) 1
 QK0923
 QK0923.Superseded values are not recommended for survey control.
 QK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0923.See file dsdata.txt to determine how the superseded data were derived.
 QK0923
 QK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0391193227(NAD 83)
 QK0923_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0923_SP_SET: CONCRETE POST
 QK0923_STAMPING: 45203 1992
 QK0923_MARK LOGO: MIDT  
 QK0923_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0923+SATELLITE: SATELLITE OBSERVATIONS - 1992
 QK0923
 QK0923  HISTORY     - Date     Condition        Report By
 QK0923  HISTORY     - 1992     MONUMENTED       MIDT
 QK0923
 QK0923                          STATION DESCRIPTION
 QK0923
 QK0923'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0923'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0923'IT IS IN THE SOUTHWEST 1/4 OF SECTION 18, T-31-N, R-11-W, LEELANAU
 QK0923'TOWNSHIP.  STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 6.5
 QK0923'MI (10.5 KM) NORTHEAST OF LELAND, AND ABOUT 4.5 MI (7.2 KM) SOUTHWEST
 QK0923'OF NORTHPORT, ABOUT 8.0 MI (12.9 KM) NORTHWEST OF SUTTONS BAY.
 QK0923'TO REACH THE STATION FROM THE HIGHWAY M-22 BRIDGE IN LELAND, OVER THE
 QK0923'LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 6.6 MI (10.6 KM) ALONG
 QK0923'HIGHWAY M-22 TO THE STATION ON LEFT, AS DESCRIBED.
 QK0923'STATION IS LOCATED 24.5 FT (7.5 M) NORTHERLY FROM CENTER OF M-22, 16.0
 QK0923'FT (4.9 M) WESTERLY FROM TELEPHONE PEDESTAL, 19.0 FT (5.8 M) WESTERLY
 QK0923'FROM OVERHEAD POWER LINES, 71.0 FT (21.6 M) NORTHWESTERLY FROM POWER
 QK0923'POLE, AND 4 FT (1.2 M) SOUTH FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0924 ***********************************************************************
 QK0924  DESIGNATION -  45204
 QK0924  PID         -  QK0924
 QK0924  STATE/COUNTY-  MI/LEELANAU
 QK0924  USGS QUAD   -  
 QK0924
 QK0924                         *CURRENT SURVEY CONTROL
 QK0924  ___________________________________________________________________
 QK0924* NAD 83(1994)-  45 05 30.23886(N)    085 39 48.26304(W)     ADJUSTED  
 QK0924* NAVD 88     -       233.0    (meters)     764.     (feet)  GPS OBS   
 QK0924  ___________________________________________________________________
 QK0924  X           -     341,065.340 (meters)                     COMP
 QK0924  Y           -  -4,497,602.587 (meters)                     COMP
 QK0924  Z           -   4,494,691.222 (meters)                     COMP
 QK0924  LAPLACE CORR-           7.29  (seconds)                    DEFLEC99
 QK0924  ELLIP HEIGHT-         197.62  (meters)          (02/03/97) GPS OBS
 QK0924  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0924
 QK0924  HORZ ORDER  -  FIRST
 QK0924  ELLP ORDER  -  FOURTH    CLASS I
 QK0924
 QK0924.The horizontal coordinates were established by GPS observations
 QK0924.and adjusted by the National Geodetic Survey in February 1997..
 QK0924
 QK0924.The orthometric height was determined by GPS observations and a
 QK0924.high-resolution geoid model.
 QK0924
 QK0924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0924
 QK0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0924
 QK0924.The ellipsoidal height was determined by GPS observations
 QK0924.and is referenced to NAD 83.
 QK0924
 QK0924.The geoid height was determined by GEOID03.
 QK0924
 QK0924;                    North         East     Units Scale Factor Converg.
 QK0924;SPC MI C     -   198,061.447 5,897,932.373   MT  0.99991605   -0 54 57.7
 QK0924;SPC MI C     -   649,807.90 19,350,171.83   iFT  0.99991605   -0 54 57.7
 QK0924;UTM  16      - 4,994,009.781   605,175.776   MT  0.99973602   +0 56 48.2
 QK0924
 QK0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0924!SPC MI C     -   0.99996902  x   0.99991605  =   0.99988507
 QK0924!UTM  16      -   0.99996902  x   0.99973602  =   0.99970505
 QK0924
 QK0924:                Primary Azimuth Mark                     Grid Az
 QK0924:SPC MI C     -  45205                                    027 39 58.7
 QK0924:UTM  16      -  45205                                    025 48 12.8
 QK0924
 QK0924|---------------------------------------------------------------------|
 QK0924| PID    Reference Object                     Distance      Geod. Az  |
 QK0924|                                                           dddmmss.s |
 QK0924| QK0925 45205                               APPROX. 0.6 KM 0264501.0 |
 QK0924|---------------------------------------------------------------------|
 QK0924
 QK0924                          SUPERSEDED SURVEY CONTROL
 QK0924
 QK0924  NAD 83(1986)-  45 05 30.23581(N)    085 39 48.25430(W) AD(       ) 1
 QK0924
 QK0924.Superseded values are not recommended for survey control.
 QK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0924.See file dsdata.txt to determine how the superseded data were derived.
 QK0924
 QK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0517694010(NAD 83)
 QK0924_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0924_SP_SET: CONCRETE POST
 QK0924_STAMPING: 45204 1992
 QK0924_MARK LOGO: MIDT  
 QK0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0924+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0924
 QK0924  HISTORY     - Date     Condition        Report By
 QK0924  HISTORY     - 1992     MONUMENTED       MIDT
 QK0924  HISTORY     - 20040507 GOOD             USPSQD
 QK0924
 QK0924                          STATION DESCRIPTION
 QK0924
 QK0924'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0924'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0924'IT IS IN THE SOUTHWEST 1/4 OF SECTION 17, T-31-N, R-11-W, LEELANAU
 QK0924'TOWNSHIP. STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 8.0
 QK0924'MILES (12.9 KM) NORTHEAST OF LELAND, ABOUT 3.5 MILES (5.6 KM)
 QK0924'SOUTHWEST OF NORTHPORT, AND ABOUT 8.0 MILES (12.9 KM) NORTH OF SUTTONS
 QK0924'BAY.
 QK0924'TO REACH THE STATION FROM THE HIGHWAY M-22 BRIDGE IN LELAND, OVER THE
 QK0924'LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 7.6 MI (12.2 KM) ALONG
 QK0924'HIGHWAY M-22 TO STATION ON THE RIGHT, AS DESCRIBED.
 QK0924'STATION IS LOCATED 26.0 FT (7.9 M) EASTERLY FROM CENTER OF M-22, 24.0
 QK0924'FT (7.3 M) SOUTHERLY FROM HIGHWAY ARROW SIGN AT CURVE, 15 FT (4.6 M)
 QK0924'WESTERLY FROM TOP OF BANK, 36.0 FT (11.0 M) WESTERLY FROM LIGHT POLE,
 QK0924'AND 2.O FT WESTERLY FROM METAL WITNESS POST WITH SIGN.
 QK0924
 QK0924                          STATION RECOVERY (2004)
 QK0924
 QK0924'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0925 ***********************************************************************
 QK0925  DESIGNATION -  45205
 QK0925  PID         -  QK0925
 QK0925  STATE/COUNTY-  MI/LEELANAU
 QK0925  USGS QUAD   -  
 QK0925
 QK0925                         *CURRENT SURVEY CONTROL
 QK0925  ___________________________________________________________________
 QK0925* NAD 83(1994)-  45 05 46.81280(N)    085 39 36.46821(W)     ADJUSTED  
 QK0925* NAVD 88     -       225.3    (meters)     739.     (feet)  GPS OBS   
 QK0925  ___________________________________________________________________
 QK0925  X           -     341,294.693 (meters)                     COMP
 QK0925  Y           -  -4,497,216.331 (meters)                     COMP
 QK0925  Z           -   4,495,047.001 (meters)                     COMP
 QK0925  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 QK0925  ELLIP HEIGHT-         189.96  (meters)          (02/03/97) GPS OBS
 QK0925  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0925
 QK0925  HORZ ORDER  -  FIRST
 QK0925  ELLP ORDER  -  FOURTH    CLASS I
 QK0925
 QK0925.The horizontal coordinates were established by GPS observations
 QK0925.and adjusted by the National Geodetic Survey in February 1997..
 QK0925
 QK0925.The orthometric height was determined by GPS observations and a
 QK0925.high-resolution geoid model.
 QK0925
 QK0925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0925
 QK0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0925
 QK0925.The ellipsoidal height was determined by GPS observations
 QK0925.and is referenced to NAD 83.
 QK0925
 QK0925.The geoid height was determined by GEOID03.
 QK0925
 QK0925;                    North         East     Units Scale Factor Converg.
 QK0925;SPC MI C     -   198,568.866 5,898,198.393   MT  0.99991626   -0 54 49.4
 QK0925;SPC MI C     -   651,472.66 19,351,044.60   iFT  0.99991626   -0 54 49.4
 QK0925;UTM  16      - 4,994,525.486   605,425.116   MT  0.99973666   +0 56 56.8
 QK0925
 QK0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0925!SPC MI C     -   0.99997022  x   0.99991626  =   0.99988648
 QK0925!UTM  16      -   0.99997022  x   0.99973666  =   0.99970689
 QK0925
 QK0925:                Primary Azimuth Mark                     Grid Az
 QK0925:SPC MI C     -  45204                                    207 39 58.7
 QK0925:UTM  16      -  45204                                    205 48 12.5
 QK0925
 QK0925|---------------------------------------------------------------------|
 QK0925| PID    Reference Object                     Distance      Geod. Az  |
 QK0925|                                                           dddmmss.s |
 QK0925| QK0924 45204                               APPROX. 0.6 KM 2064509.3 |
 QK0925|---------------------------------------------------------------------|
 QK0925
 QK0925                          SUPERSEDED SURVEY CONTROL
 QK0925
 QK0925  NAD 83(1986)-  45 05 46.80975(N)    085 39 36.45947(W) AD(       ) 1
 QK0925
 QK0925.Superseded values are not recommended for survey control.
 QK0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0925.See file dsdata.txt to determine how the superseded data were derived.
 QK0925
 QK0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0542594525(NAD 83)
 QK0925_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0925_SP_SET: CONCRETE POST
 QK0925_STAMPING: 45205 1992
 QK0925_MARK LOGO: MIDT  
 QK0925_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0925+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 QK0925
 QK0925  HISTORY     - Date     Condition        Report By
 QK0925  HISTORY     - 1992     MONUMENTED       MIDT
 QK0925  HISTORY     - 20040507 GOOD             USPSQD
 QK0925
 QK0925                          STATION DESCRIPTION
 QK0925
 QK0925'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0925'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0925'IT IS IN THE NORTHEAST 1/4 OF SECTION 17, T-31N, R-11-W, LEELANAU
 QK0925'TOWNSHIP. STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 8.0
 QK0925'MI (12.9 KM) NORTHEAST OF LELAND, ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF
 QK0925'NORTHPORT AND ABOUT 8.0 MILES (12.9 KM) NORTH OF SUTTONS BAY.
 QK0925'TO REACH THE STATION FROM THE HIGHWAY M-22 BRIDGE IN LELAND, OVER THE
 QK0925'LAKE LEELANAU CHANNEL, GO NORTHERLY FOR 8.0 MI (12.9 KM) ALONG
 QK0925'HIGHWAY M-22, TO THE STATION ON RIGHT, AS DESCRIBED.
 QK0925'STATION IS LOCATED 25.5 FT (7.8 M) EAST FROM THE CENTER OF M-22, 272
 QK0925'FT (82.9 M) NORTHERLY FROM A TELEPHONE PEDESTAL, 94.7 FT (28.9 M)
 QK0925'NORTHEASTERLY FROM A POWER POLE, AND 2 FT (0.6 M) WEST FROM METAL
 QK0925'WITNESS POST WITH SIGN.
 QK0925
 QK0925                          STATION RECOVERY (2004)
 QK0925
 QK0925'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0925'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0305 ***********************************************************************
 NE0305  DESIGNATION -  46 1/2
 NE0305  PID         -  NE0305
 NE0305  STATE/COUNTY-  MI/ST CLAIR
 NE0305  USGS QUAD   -  GOODELLS (1991)
 NE0305
 NE0305                         *CURRENT SURVEY CONTROL
 NE0305  ___________________________________________________________________
 NE0305* NAD 83(1986)-  42 53 50.     (N)    082 38 22.     (W)     SCALED    
 NE0305* NAVD 88     -       198.951  (meters)     652.73   (feet)  ADJUSTED  
 NE0305  ___________________________________________________________________
 NE0305  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0305  DYNAMIC HT  -         198.898 (meters)     652.55  (feet)  COMP
 NE0305  MODELED GRAV-     980,354.0   (mgal)                       NAVD 88
 NE0305
 NE0305  VERT ORDER  -  SECOND    CLASS 0
 NE0305
 NE0305.The horizontal coordinates were scaled from a topographic map and have
 NE0305.an estimated accuracy of +/- 6 seconds.
 NE0305
 NE0305.The orthometric height was determined by differential leveling
 NE0305.and adjusted by the National Geodetic Survey in June 1991..
 NE0305
 NE0305.The geoid height was determined by GEOID03.
 NE0305
 NE0305.The dynamic height is computed by dividing the NAVD 88
 NE0305.geopotential number by the normal gravity value computed on the
 NE0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0305.degrees latitude (g = 980.6199 gals.).
 NE0305
 NE0305.The modeled gravity was interpolated from observed gravity values.
 NE0305
 NE0305;                    North         East    Units  Estimated Accuracy
 NE0305;SPC MI S     -   156,650.    4,141,050.      MT  (+/- 180 meters Scaled)
 NE0305
 NE0305                          SUPERSEDED SURVEY CONTROL
 NE0305
 NE0305  NGVD 29 (??/??/92)  199.087  (m)          653.17   (f) ADJ UNCH    2 0
 NE0305
 NE0305.Superseded values are not recommended for survey control.
 NE0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0305.See file dsdata.txt to determine how the superseded data were derived.
 NE0305
 NE0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH661507(NAD 83)
 NE0305_MARKER: DD = SURVEY DISK
 NE0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0305_STAMPING: BM NO 46 1/2
 NE0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0305+STABILITY: SURFACE MOTION
 NE0305
 NE0305  HISTORY     - Date     Condition        Report By
 NE0305  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0305  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0305  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0305  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0305  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0305  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE0305
 NE0305                          STATION DESCRIPTION
 NE0305
 NE0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0305'1.4 MI NE FROM COLUMBUS.
 NE0305'1.4 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0305'THE STATION AT COLUMBUS, ST. CLAIR COUNTY, 1/2 MILE NORTH
 NE0305'OF MILEPOST D 46, AT A DIRT-ROAD CROSSING, 84 YARDS NORTHWEST
 NE0305'OF THE CROSSING OF THE CENTERLINE OF THE ROAD AND THE WEST RAIL,
 NE0305'53 FEET WEST OF THE WEST RAIL, 1.9 FEET EAST OF THE RIGHT-OF-WAY
 NE0305'FENCE, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 NE0305'1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO. 46 1/2 AND SET IN THE
 NE0305'TOP OF A CONCRETE POST.
 NE0305
 NE0305                          STATION RECOVERY (1952)
 NE0305
 NE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NE0305'MARK NOT FOUND.
 NE0305
 NE0305                          STATION RECOVERY (1977)
 NE0305
 NE0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0305'MARK NOT FOUND.
 NE0305
 NE0305                          STATION RECOVERY (1988)
 NE0305
 NE0305'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0305'MARK NOT FOUND.
 NE0305
 NE0305                          STATION RECOVERY (1999)
 NE0305
 NE0305'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0299 ***********************************************************************
 OK0299  DESIGNATION -  46 1/2
 OK0299  PID         -  OK0299
 OK0299  STATE/COUNTY-  MI/KENT
 OK0299  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0299
 OK0299                         *CURRENT SURVEY CONTROL
 OK0299  ___________________________________________________________________
 OK0299* NAD 83(1986)-  43 11 49.     (N)    085 22 05.     (W)     SCALED    
 OK0299* NAVD 88     -       261.862  (meters)     859.13   (feet)  ADJUSTED  
 OK0299  ___________________________________________________________________
 OK0299  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 OK0299  DYNAMIC HT  -         261.804 (meters)     858.94  (feet)  COMP
 OK0299  MODELED GRAV-     980,391.8   (mgal)                       NAVD 88
 OK0299
 OK0299  VERT ORDER  -  SECOND    CLASS 0
 OK0299
 OK0299.The horizontal coordinates were scaled from a topographic map and have
 OK0299.an estimated accuracy of +/- 6 seconds.
 OK0299
 OK0299.The orthometric height was determined by differential leveling
 OK0299.and adjusted by the National Geodetic Survey in June 1991..
 OK0299
 OK0299.The geoid height was determined by GEOID03.
 OK0299
 OK0299.The dynamic height is computed by dividing the NAVD 88
 OK0299.geopotential number by the normal gravity value computed on the
 OK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0299.degrees latitude (g = 980.6199 gals.).
 OK0299
 OK0299.The modeled gravity was interpolated from observed gravity values.
 OK0299
 OK0299;                    North         East    Units  Estimated Accuracy
 OK0299;SPC MI S     -   188,980.    3,918,620.      MT  (+/- 180 meters Scaled)
 OK0299
 OK0299                          SUPERSEDED SURVEY CONTROL
 OK0299
 OK0299  NGVD 29 (??/??/92)  261.991  (m)          859.55   (f) ADJ UNCH    2 0
 OK0299
 OK0299.Superseded values are not recommended for survey control.
 OK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0299.See file dsdata.txt to determine how the superseded data were derived.
 OK0299
 OK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN325839(NAD 83)
 OK0299_MARKER: Z = SEE DESCRIPTION
 OK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0299_STAMPING: 46-1/2
 OK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0299+STABILITY: SURFACE MOTION
 OK0299
 OK0299  HISTORY     - Date     Condition        Report By
 OK0299  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0299  HISTORY     - 1934     GOOD             NGS
 OK0299  HISTORY     - 1969     POOR             USGS
 OK0299
 OK0299                          STATION DESCRIPTION
 OK0299
 OK0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0299'2.5 MI E FROM HARVARD.
 OK0299'2.5 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0299'AT HARVARD, 240 YARDS EAST OF A LANE CROSSING, 39 FEET NORTH
 OK0299'OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE LINE, AND ABOUT 1/2
 OK0299'FOOT HIGHER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 46-1/2
 OK0299'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0299'GROUND.  NOTE-- POST IS LOOSE AND LEANS ABOUT 10 DEG. TO THE
 OK0299'VERTICAL.
 OK0299
 OK0299                          STATION RECOVERY (1969)
 OK0299
 OK0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0299'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0634 ***********************************************************************
 NE0634  DESIGNATION -  46 250 C OF D
 NE0634  PID         -  NE0634
 NE0634  STATE/COUNTY-  MI/WAYNE
 NE0634  USGS QUAD   -  DETROIT (1980)
 NE0634
 NE0634                         *CURRENT SURVEY CONTROL
 NE0634  ___________________________________________________________________
 NE0634* NAD 83(1986)-  42 20 38.     (N)    083 00 36.     (W)     SCALED    
 NE0634* NAVD 88     -       182.091  (meters)     597.41   (feet)  ADJUSTED  
 NE0634  ___________________________________________________________________
 NE0634  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0634  DYNAMIC HT  -         182.038 (meters)     597.24  (feet)  COMP
 NE0634  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NE0634
 NE0634  VERT ORDER  -  FIRST     CLASS 0
 NE0634
 NE0634.The horizontal coordinates were scaled from a topographic map and have
 NE0634.an estimated accuracy of +/- 6 seconds.
 NE0634
 NE0634.The orthometric height was determined by differential leveling
 NE0634.and adjusted by the National Geodetic Survey in June 1991..
 NE0634.WARNING-Repeat measurements at this control monument indicate possible
 NE0634.vertical movement.
 NE0634
 NE0634.The geoid height was determined by GEOID03.
 NE0634
 NE0634.The dynamic height is computed by dividing the NAVD 88
 NE0634.geopotential number by the normal gravity value computed on the
 NE0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0634.degrees latitude (g = 980.6199 gals.).
 NE0634
 NE0634.The modeled gravity was interpolated from observed gravity values.
 NE0634
 NE0634;                    North         East    Units  Estimated Accuracy
 NE0634;SPC MI S     -    94,640.    4,111,780.      MT  (+/- 180 meters Scaled)
 NE0634
 NE0634                          SUPERSEDED SURVEY CONTROL
 NE0634
 NE0634  NGVD 29 (??/??/??)  182.260  (m)          597.96   (f) ADJUSTED    1 0
 NE0634
 NE0634.Superseded values are not recommended for survey control.
 NE0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0634.See file dsdata.txt to determine how the superseded data were derived.
 NE0634
 NE0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG344899(NAD 83)
 NE0634_MARKER: DD = SURVEY DISK
 NE0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0634_SP_SET: CONCRETE MONUMENT
 NE0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0634+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0634
 NE0634  HISTORY     - Date     Condition        Report By
 NE0634  HISTORY     - UNK      MONUMENTED       MI1260
 NE0634  HISTORY     - 1970     GOOD             USLS
 NE0634  HISTORY     - 1980     GOOD             NGS
 NE0634  HISTORY     - 20031031 GOOD             INDIV
 NE0634
 NE0634                          STATION DESCRIPTION
 NE0634
 NE0634'DESCRIBED BY US LAKE SURVEY 1970
 NE0634'IN DETROIT.
 NE0634'BM CITY 46 250, A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN
 NE0634'THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0634'NORTHEAST CORNER OF MT. ELLIOTT AND EAST JEFFERSON AVENUES, IN
 NE0634'THE SIDEWALK, 7 FEET SOUTH OF NORTH PROPERTY LINE OF EAST
 NE0634'JEFFERSON AVENUE, 3 FEET WEST OF THE EAST PROPERTY LINE OF MT.
 NE0634'ELLIOTT AVENUE, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0634'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0634'INTO THE CONCRETE MONUMENT.
 NE0634
 NE0634                          STATION RECOVERY (1980)
 NE0634
 NE0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0634'RECOVERED IN GOOD CONDITION.
 NE0634
 NE0634                          STATION RECOVERY (2003)
 NE0634
 NE0634'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0634'MONUMENT IN MONUMENT BOX IN SIDEWALK AT NORTHEAST CORNER OF BEWICK AND
 NE0634'HARPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6825 ***********************************************************************
 AA6825  DESIGNATION -  46 251A
 AA6825  PID         -  AA6825
 AA6825  STATE/COUNTY-  MI/WAYNE
 AA6825  USGS QUAD   -  DETROIT (1980)
 AA6825
 AA6825                         *CURRENT SURVEY CONTROL
 AA6825  ___________________________________________________________________
 AA6825* NAD 83(1994)-  42 20 53.11164(N)    083 00 34.37501(W)     ADJUSTED  
 AA6825* NAVD 88     -       180.9    (meters)     594.     (feet)  GPS OBS   
 AA6825  ___________________________________________________________________
 AA6825  X           -     574,582.342 (meters)                     COMP
 AA6825  Y           -  -4,686,053.752 (meters)                     COMP
 AA6825  Z           -   4,274,356.929 (meters)                     COMP
 AA6825  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AA6825  ELLIP HEIGHT-         146.50  (meters)          (07/12/02) GPS OBS
 AA6825  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA6825
 AA6825  HORZ ORDER  -  FIRST
 AA6825  ELLP ORDER  -  FOURTH    CLASS I
 AA6825
 AA6825.The horizontal coordinates were established by GPS observations
 AA6825.and adjusted by the National Geodetic Survey in February 1997..
 AA6825
 AA6825.The orthometric height was determined by GPS observations and a
 AA6825.high-resolution geoid model.
 AA6825
 AA6825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6825
 AA6825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6825
 AA6825.The ellipsoidal height was determined by GPS observations
 AA6825.and is referenced to NAD 83.
 AA6825
 AA6825.The geoid height was determined by GEOID03.
 AA6825
 AA6825;                    North         East     Units Scale Factor Converg.
 AA6825;SPC MI S     -    95,104.900 4,111,813.027   MT  0.99995050   +0 55 24.8
 AA6825;SPC MI S     -   312,023.95 13,490,200.22   iFT  0.99995050   +0 55 24.8
 AA6825;UTM  17      - 4,690,380.795   334,480.852   MT  0.99993709   -1 21 14.4
 AA6825
 AA6825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6825!SPC MI S     -   0.99997702  x   0.99995050  =   0.99992753
 AA6825!UTM  17      -   0.99997702  x   0.99993709  =   0.99991412
 AA6825
 AA6825:                Primary Azimuth Mark                     Grid Az
 AA6825:SPC MI S     -  46 252                                   059 00 33.3
 AA6825:UTM  17      -  46 252                                   061 17 12.5
 AA6825
 AA6825|---------------------------------------------------------------------|
 AA6825| PID    Reference Object                     Distance      Geod. Az  |
 AA6825|                                                           dddmmss.s |
 AA6825| AA6833 46 252                              APPROX. 0.5 KM 0595558.1 |
 AA6825|---------------------------------------------------------------------|
 AA6825
 AA6825                          SUPERSEDED SURVEY CONTROL
 AA6825
 AA6825  ELLIP H (02/03/97)  146.53   (m)                       GP(       ) 4 1
 AA6825  NAD 83(1986)-  42 20 53.11620(N)    083 00 34.40621(W) AD(       ) 1
 AA6825
 AA6825.Superseded values are not recommended for survey control.
 AA6825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6825.See file dsdata.txt to determine how the superseded data were derived.
 AA6825
 AA6825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3448190381(NAD 83)
 AA6825_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6825_STAMPING: 46-251A
 AA6825_MARK LOGO: MI-163
 AA6825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6825+STABILITY: SURFACE MOTION
 AA6825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6825+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6825
 AA6825  HISTORY     - Date     Condition        Report By
 AA6825  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6825
 AA6825                          STATION DESCRIPTION
 AA6825
 AA6825'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6825'STATION IS LOCATED ABOUT 2.5 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6825'LAFAYETTE STREET AT BEAUFAIT STREET. TO REACH FROM M-3 (GRATIOT) AND
 AA6825'GRAND BOULEVARD EAST PROCEED SOUTHEASTERLY 1.7 MILESON GRAND BOULEVARD
 AA6825'EAST TO LAFAYETTE STREET, THENCE GO 0.3 MILESWESTERLY ON LAFAYETTE TO
 AA6825'BEAUFAIT STREET AND THE STATION AT THE NORTHEAST QUADRANT. THE STATION
 AA6825'IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6825'DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH WITH
 AA6825'THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE OF A
 AA6825'SIDEWALK.  CENTERLINE OF LAFAYETTE IS S 0 W, 22.4 FEET, CENTERLINE OF
 AA6825'BEAUFAIT STREET IS N 90 W, 31 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6833 ***********************************************************************
 AA6833  DESIGNATION -  46 252
 AA6833  PID         -  AA6833
 AA6833  STATE/COUNTY-  MI/WAYNE
 AA6833  USGS QUAD   -  DETROIT (1980)
 AA6833
 AA6833                         *CURRENT SURVEY CONTROL
 AA6833  ___________________________________________________________________
 AA6833* NAD 83(1994)-  42 21 01.89077(N)    083 00 13.92943(W)     ADJUSTED  
 AA6833* NAVD 88     -       181.7    (meters)     596.     (feet)  GPS OBS   
 AA6833  ___________________________________________________________________
 AA6833  X           -     575,024.677 (meters)                     COMP
 AA6833  Y           -  -4,685,816.220 (meters)                     COMP
 AA6833  Z           -   4,274,557.657 (meters)                     COMP
 AA6833  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AA6833  ELLIP HEIGHT-         147.28  (meters)          (07/12/02) GPS OBS
 AA6833  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA6833
 AA6833  HORZ ORDER  -  FIRST
 AA6833  ELLP ORDER  -  FOURTH    CLASS I
 AA6833
 AA6833.The horizontal coordinates were established by GPS observations
 AA6833.and adjusted by the National Geodetic Survey in February 1997..
 AA6833
 AA6833.The orthometric height was determined by GPS observations and a
 AA6833.high-resolution geoid model.
 AA6833
 AA6833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6833
 AA6833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6833
 AA6833.The ellipsoidal height was determined by GPS observations
 AA6833.and is referenced to NAD 83.
 AA6833
 AA6833.The geoid height was determined by GEOID03.
 AA6833
 AA6833;                    North         East     Units Scale Factor Converg.
 AA6833;SPC MI S     -    95,383.295 4,112,276.522   MT  0.99995010   +0 55 38.7
 AA6833;SPC MI S     -   312,937.32 13,491,720.87   iFT  0.99995010   +0 55 38.7
 AA6833;UTM  17      - 4,690,640.546   334,955.038   MT  0.99993516   -1 21 00.9
 AA6833
 AA6833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6833!SPC MI S     -   0.99997690  x   0.99995010  =   0.99992700
 AA6833!UTM  17      -   0.99997690  x   0.99993516  =   0.99991206
 AA6833
 AA6833:                Primary Azimuth Mark                     Grid Az
 AA6833:SPC MI S     -  46 251A                                  239 00 33.2
 AA6833:UTM  17      -  46 251A                                  241 17 12.8
 AA6833
 AA6833|---------------------------------------------------------------------|
 AA6833| PID    Reference Object                     Distance      Geod. Az  |
 AA6833|                                                           dddmmss.s |
 AA6833| AA6825 46 251A                             APPROX. 0.5 KM 2395611.9 |
 AA6833|---------------------------------------------------------------------|
 AA6833
 AA6833                          SUPERSEDED SURVEY CONTROL
 AA6833
 AA6833  ELLIP H (02/03/97)  147.31   (m)                       GP(       ) 4 1
 AA6833  NAD 83(1986)-  42 21 01.89542(N)    083 00 13.96048(W) AD(       ) 1
 AA6833
 AA6833.Superseded values are not recommended for survey control.
 AA6833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6833.See file dsdata.txt to determine how the superseded data were derived.
 AA6833
 AA6833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3495590641(NAD 83)
 AA6833_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6833_STAMPING: 46-252 1960
 AA6833_MARK LOGO: MI-163
 AA6833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6833+STABILITY: SURFACE MOTION
 AA6833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6833+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2003
 AA6833
 AA6833  HISTORY     - Date     Condition        Report By
 AA6833  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6833  HISTORY     - 20011212 GOOD             INDIV
 AA6833  HISTORY     - 20031125 GOOD             INDIV
 AA6833
 AA6833                          STATION DESCRIPTION
 AA6833
 AA6833'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6833'STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6833'GRAND BOULEVARD EAST AT LAFAYETTE STREET. TO REACH FROM M-3 (GRATIOT)
 AA6833'AND  GRAND BOULEVARD EAST PROCEED SOUTHEASTERLY 1.7 MILESON GRAND
 AA6833'BOULEVARD EAST TO LAFAYETTE STREET AND THE STATION AT THE NORTHEAST
 AA6833'QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN
 AA6833'THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON
 AA6833'MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6833'CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF GRAND
 AA6833'BOULEVARD EAST IS N 90 W, 55.1 FEET,  CENTERLINE OF LAFAYETTE STREET
 AA6833'IS S 0 W, 22.7 FEET.
 AA6833
 AA6833                          STATION RECOVERY (2001)
 AA6833
 AA6833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6833'RECOVERED IN GOOD CONDITION.
 AA6833
 AA6833                          STATION RECOVERY (2003)
 AA6833
 AA6833'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0102 ***********************************************************************
 NE0102  DESIGNATION -  46 253 A
 NE0102  PID         -  NE0102
 NE0102  STATE/COUNTY-  MI/WAYNE
 NE0102  USGS QUAD   -  BELLE ISLE (1980)
 NE0102
 NE0102                         *CURRENT SURVEY CONTROL
 NE0102  ___________________________________________________________________
 NE0102* NAD 83(1986)-  42 20 55.     (N)    082 59 57.     (W)     SCALED    
 NE0102* NAVD 88     -       181.835  (meters)     596.57   (feet)  ADJUSTED  
 NE0102  ___________________________________________________________________
 NE0102  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0102  DYNAMIC HT  -         181.782 (meters)     596.40  (feet)  COMP
 NE0102  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 NE0102
 NE0102  VERT ORDER  -  FIRST     CLASS 0
 NE0102
 NE0102.The horizontal coordinates were scaled from a topographic map and have
 NE0102.an estimated accuracy of +/- 6 seconds.
 NE0102
 NE0102.The orthometric height was determined by differential leveling
 NE0102.and adjusted by the National Geodetic Survey in June 1991..
 NE0102.WARNING-Repeat measurements at this control monument indicate possible
 NE0102.vertical movement.
 NE0102
 NE0102.The geoid height was determined by GEOID03.
 NE0102
 NE0102.The dynamic height is computed by dividing the NAVD 88
 NE0102.geopotential number by the normal gravity value computed on the
 NE0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0102.degrees latitude (g = 980.6199 gals.).
 NE0102
 NE0102.The modeled gravity was interpolated from observed gravity values.
 NE0102
 NE0102;                    North         East    Units  Estimated Accuracy
 NE0102;SPC MI S     -    95,180.    4,112,670.      MT  (+/- 180 meters Scaled)
 NE0102
 NE0102                          SUPERSEDED SURVEY CONTROL
 NE0102
 NE0102  NGVD 29 (??/??/??)  182.002  (m)          597.12   (f) ADJUSTED    1 0
 NE0102
 NE0102.Superseded values are not recommended for survey control.
 NE0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0102.See file dsdata.txt to determine how the superseded data were derived.
 NE0102
 NE0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG353904(NAD 83)
 NE0102_MARKER: DD = SURVEY DISK
 NE0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0102_MARK LOGO: MI1260
 NE0102_PROJECTION: PROJECTING 0 CENTIMETERS
 NE0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0102+STABILITY: SURFACE MOTION
 NE0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0102+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0102
 NE0102  HISTORY     - Date     Condition        Report By
 NE0102  HISTORY     - UNK      MONUMENTED       MI1260
 NE0102  HISTORY     - 1970     GOOD             USLS
 NE0102  HISTORY     - 1980     GOOD             NGS
 NE0102  HISTORY     - 19931030 GOOD             LOCENG
 NE0102  HISTORY     - 20020206 GOOD             USPSQD
 NE0102  HISTORY     - 20031031 GOOD             INDIV
 NE0102
 NE0102                          STATION DESCRIPTION
 NE0102
 NE0102'DESCRIBED BY US LAKE SURVEY 1970
 NE0102'IN DETROIT.
 NE0102'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0102'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0102'NORTHEAST CORNER OF SHERIDAN STREET AND JEFFERSON AVENUE, IN
 NE0102'THE SIDEWALK, 7 FEET SOUTH OF THE NORTH PROPERTY LINE OF JEFFERSON
 NE0102'AVENUE, 7 FEET WEST OF THE EAST PROPERTY LINE OF SHERIDAN
 NE0102'STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL, BEING
 NE0102'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO A
 NE0102'CONCRETE MONUMENT.
 NE0102
 NE0102                          STATION RECOVERY (1980)
 NE0102
 NE0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0102'IN DETROIT, AT THE JUNCTION OF EAST JEFFERSON AVENUE AND SHERIDAN
 NE0102'STREET, 2.3 METERS (7.5 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 NE0102'SHERIDAN STREET, 2.4 METERS (7.7 FEET NORTHWEST OF THE NORTHWEST
 NE0102'CURB OF EAST JEFFERSON AVENUE AND ACCESS IS HAD THRU A 8-INCH
 NE0102'COVER.
 NE0102'THE MARK IS 0.14 M BELOW SIDEWALK..
 NE0102
 NE0102                          STATION RECOVERY (1993)
 NE0102
 NE0102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0102'RECOVERED AS DESCRIBED.
 NE0102
 NE0102                          STATION RECOVERY (2002)
 NE0102
 NE0102'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0102'LOCATION DIFFERENT -  7.75 FEET NE OF NE CURB OF SHERIDAN, 7.33 FEET
 NE0102'NW OF THE NW CURB OF JEFFERSON.
 NE0102
 NE0102                          STATION RECOVERY (2003)
 NE0102
 NE0102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0102'CITY OF DETROIT NUMBER 46-254 C OF D AT NORTHEAST CORNER OF JEFFERSON
 NE0102'AND VAN DYKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0636 ***********************************************************************
 NE0636  DESIGNATION -  46 253 C OF D
 NE0636  PID         -  NE0636
 NE0636  STATE/COUNTY-  MI/WAYNE
 NE0636  USGS QUAD   -  DETROIT (1980)
 NE0636
 NE0636                         *CURRENT SURVEY CONTROL
 NE0636  ___________________________________________________________________
 NE0636* NAD 83(1986)-  42 20 50.     (N)    083 00 06.     (W)     SCALED    
 NE0636* NAVD 88     -       182.006  (meters)     597.13   (feet)  ADJUSTED  
 NE0636  ___________________________________________________________________
 NE0636  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0636  DYNAMIC HT  -         181.952 (meters)     596.95  (feet)  COMP
 NE0636  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 NE0636
 NE0636  VERT ORDER  -  FIRST     CLASS 0
 NE0636
 NE0636.The horizontal coordinates were scaled from a topographic map and have
 NE0636.an estimated accuracy of +/- 6 seconds.
 NE0636
 NE0636.The orthometric height was determined by differential leveling
 NE0636.and adjusted by the National Geodetic Survey in June 1991..
 NE0636
 NE0636.The geoid height was determined by GEOID03.
 NE0636
 NE0636.The dynamic height is computed by dividing the NAVD 88
 NE0636.geopotential number by the normal gravity value computed on the
 NE0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0636.degrees latitude (g = 980.6199 gals.).
 NE0636
 NE0636.The modeled gravity was interpolated from observed gravity values.
 NE0636
 NE0636;                    North         East    Units  Estimated Accuracy
 NE0636;SPC MI S     -    95,020.    4,112,460.      MT  (+/- 180 meters Scaled)
 NE0636
 NE0636                          SUPERSEDED SURVEY CONTROL
 NE0636
 NE0636  NGVD 29 (??/??/??)  182.173  (m)          597.68   (f) ADJUSTED    1 0
 NE0636
 NE0636.Superseded values are not recommended for survey control.
 NE0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0636.See file dsdata.txt to determine how the superseded data were derived.
 NE0636
 NE0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG351902(NAD 83)
 NE0636_MARKER: DD = SURVEY DISK
 NE0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0636_SP_SET: CONCRETE MONUMENT
 NE0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0636
 NE0636  HISTORY     - Date     Condition        Report By
 NE0636  HISTORY     - UNK      MONUMENTED       MI1260
 NE0636  HISTORY     - 1970     GOOD             USLS
 NE0636  HISTORY     - 1980     GOOD             NGS
 NE0636
 NE0636                          STATION DESCRIPTION
 NE0636
 NE0636'DESCRIBED BY US LAKE SURVEY 1970
 NE0636'IN DETROIT.
 NE0636'BM CITY 46 253, A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN
 NE0636'THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0636'NORTHEAST CORNER OF EAST GRAND BOULEVARD AND JEFFERSON AVENUE,
 NE0636'IN THE SIDEWALK, 5 FEET SOUTH OF THE NORTH PROPERTY LINE OF
 NE0636'JEFFERSON AVENUE, 18 FEET WEST OF THE EAST PROPERTY LINE OF EAST
 NE0636'GRAND BOULEVARD, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0636'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0636'INTO A CONCRETE MONUMENT.
 NE0636
 NE0636                          STATION RECOVERY (1980)
 NE0636
 NE0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0104 ***********************************************************************
 NE0104  DESIGNATION -  46 254 C OF D
 NE0104  PID         -  NE0104
 NE0104  STATE/COUNTY-  MI/WAYNE
 NE0104  USGS QUAD   -  BELLE ISLE (1980)
 NE0104
 NE0104                         *CURRENT SURVEY CONTROL
 NE0104  ___________________________________________________________________
 NE0104* NAD 83(1986)-  42 21 06.     (N)    082 59 41.     (W)     SCALED    
 NE0104* NAVD 88     -       180.474  (meters)     592.11   (feet)  ADJUSTED  
 NE0104  ___________________________________________________________________
 NE0104  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0104  DYNAMIC HT  -         180.421 (meters)     591.93  (feet)  COMP
 NE0104  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NE0104
 NE0104  VERT ORDER  -  FIRST     CLASS 0
 NE0104
 NE0104.The horizontal coordinates were scaled from a topographic map and have
 NE0104.an estimated accuracy of +/- 6 seconds.
 NE0104
 NE0104.The orthometric height was determined by differential leveling
 NE0104.and adjusted by the National Geodetic Survey in June 1991..
 NE0104.WARNING-Repeat measurements at this control monument indicate possible
 NE0104.vertical movement.
 NE0104
 NE0104.The geoid height was determined by GEOID03.
 NE0104
 NE0104.The dynamic height is computed by dividing the NAVD 88
 NE0104.geopotential number by the normal gravity value computed on the
 NE0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0104.degrees latitude (g = 980.6199 gals.).
 NE0104
 NE0104.The modeled gravity was interpolated from observed gravity values.
 NE0104
 NE0104;                    North         East    Units  Estimated Accuracy
 NE0104;SPC MI S     -    95,520.    4,113,030.      MT  (+/- 180 meters Scaled)
 NE0104
 NE0104                          SUPERSEDED SURVEY CONTROL
 NE0104
 NE0104  NGVD 29 (??/??/??)  180.640  (m)          592.65   (f) ADJUSTED    1 0
 NE0104
 NE0104.Superseded values are not recommended for survey control.
 NE0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0104.See file dsdata.txt to determine how the superseded data were derived.
 NE0104
 NE0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG357907(NAD 83)
 NE0104_MARKER: DD = SURVEY DISK
 NE0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0104_PROJECTION: RECESSED 3 CENTIMETERS
 NE0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0104+STABILITY: SURFACE MOTION
 NE0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0104+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0104
 NE0104  HISTORY     - Date     Condition        Report By
 NE0104  HISTORY     - UNK      MONUMENTED       MI1260
 NE0104  HISTORY     - 1970     GOOD             USLS
 NE0104  HISTORY     - 1980     GOOD             NGS
 NE0104  HISTORY     - 20020206 GOOD             USPSQD
 NE0104  HISTORY     - 20031031 GOOD             INDIV
 NE0104
 NE0104                          STATION DESCRIPTION
 NE0104
 NE0104'DESCRIBED BY US LAKE SURVEY 1970
 NE0104'IN DETROIT.
 NE0104'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0104'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0104'NORTHEAST CORNER OF VAN DYKE AND JEFFERSON AVENUES, IN THE
 NE0104'SIDEWALK, 4 FEET SOUTH OF NORTH PROPERTY LINE OF EAST JEFFERSON
 NE0104'AVENUE, 4 FEET WEST OF THE EAST PROPERTY LINE OF VAN DYKE AVENUE,
 NE0104'UNDER AN 8-INCH HAND HOLE COVER IN A WELL, BEING HIGHEST POINT
 NE0104'OVER CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0104
 NE0104                          STATION RECOVERY (1980)
 NE0104
 NE0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0104'IN DETROIT, AT THE INTERSECTION OF EAST JEFFERSON AVENUE AND VAN
 NE0104'DYKE STREET, 2.76 METERS (9.05 FEET) NORTHWEST OF THE
 NE0104'NORTHWEST CURB OF EAST JEFFERSON AVENUE, 2.67 METERS (8.75 FEET)
 NE0104'NORTHEAST OF THE NORTHEAST CURB OF VAN DYKE STREET, 2.64 METERS
 NE0104'(8.65 FEET) SOUTH OF THE SOUTH CORNER OF A CONCRETE BASE FOR A SUNOCO
 NE0104'SIGN AND ACCESS IS HAD THRU AN 6-INCH MANHOLE COVER IN THE SIDEWALK,
 NE0104'2.41 METERS (7.9 FEET) SOUTHEAST OF THE TOP OF A FIRE HGDRANT.
 NE0104'THE MARK IS .13 M BELOW SIDEWALK..
 NE0104
 NE0104                          STATION RECOVERY (2002)
 NE0104
 NE0104'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0104'LOCATION DIFFERENT -  8.50 FEET NW OF NW CURB (JEFFERSON),7.09 FEET NE
 NE0104'OF THE NE CURB OF VAN DYKE, 9.00 FEET SOUTH OF THE SOUTH CORNER OF A
 NE0104'CONCRETE BASE FOR A SUNOCO SIGN.
 NE0104
 NE0104                          STATION RECOVERY (2003)
 NE0104
 NE0104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0104'CITY OF DETROIT NUMBER 46-254 C OF D AT NORTHEAST CORNER OF JEFFERSON
 NE0104'AND VAN DYKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0761 ***********************************************************************
 NE0761  DESIGNATION -  47 1/2
 NE0761  PID         -  NE0761
 NE0761  STATE/COUNTY-  MI/OAKLAND
 NE0761  USGS QUAD   -  FENTON (1983)
 NE0761
 NE0761                         *CURRENT SURVEY CONTROL
 NE0761  ___________________________________________________________________
 NE0761* NAD 83(1986)-  42 47 45.     (N)    083 38 28.     (W)     SCALED    
 NE0761* NAVD 88     -       282.370  (meters)     926.41   (feet)  ADJUSTED  
 NE0761  ___________________________________________________________________
 NE0761  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NE0761  DYNAMIC HT  -         282.289 (meters)     926.14  (feet)  COMP
 NE0761  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 NE0761
 NE0761  VERT ORDER  -  SECOND    CLASS 0
 NE0761
 NE0761.The horizontal coordinates were scaled from a topographic map and have
 NE0761.an estimated accuracy of +/- 6 seconds.
 NE0761
 NE0761.The orthometric height was determined by differential leveling
 NE0761.and adjusted by the National Geodetic Survey in June 1991..
 NE0761
 NE0761.The geoid height was determined by GEOID03.
 NE0761
 NE0761.The dynamic height is computed by dividing the NAVD 88
 NE0761.geopotential number by the normal gravity value computed on the
 NE0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0761.degrees latitude (g = 980.6199 gals.).
 NE0761
 NE0761.The modeled gravity was interpolated from observed gravity values.
 NE0761
 NE0761;                    North         East    Units  Estimated Accuracy
 NE0761;SPC MI S     -   144,190.    4,059,350.      MT  (+/- 180 meters Scaled)
 NE0761
 NE0761                          SUPERSEDED SURVEY CONTROL
 NE0761
 NE0761  NGVD 29 (??/??/92)  282.476  (m)          926.76   (f) ADJ UNCH    2 0
 NE0761
 NE0761.Superseded values are not recommended for survey control.
 NE0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0761.See file dsdata.txt to determine how the superseded data were derived.
 NE0761
 NE0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH840415(NAD 83)
 NE0761_MARKER: B = BOLT
 NE0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0761_STAMPING: 47 1/2
 NE0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0761+STABILITY: SURFACE MOTION
 NE0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0761+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0761
 NE0761  HISTORY     - Date     Condition        Report By
 NE0761  HISTORY     - 1942     MONUMENTED       GTWRR
 NE0761  HISTORY     - 1942     MARK NOT FOUND   NGS
 NE0761  HISTORY     - 19970214 GOOD             LOCENG
 NE0761  HISTORY     - 19970214 GOOD             LOCENG
 NE0761  HISTORY     - 20060310 GOOD             INDIV
 NE0761
 NE0761                          STATION DESCRIPTION
 NE0761
 NE0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0761'1 MI NW FROM HOLLY.
 NE0761'1.0 MILE NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0761'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0761'MILEPOST D 47, 0.5 MILE NORTHWEST OF A ROAD CROSSING, 19 YARDS
 NE0761'SOUTHEAST OF POLE 26, 28 FEET NORTHEAST OF THE NORTHEAST RAIL,
 NE0761'AND ABOUT 20 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A COPPER
 NE0761'BOLT, STAMPED 47-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0761
 NE0761                          STATION RECOVERY (1997)
 NE0761
 NE0761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0761'STATION IS LOCATED NORTH OR BEHIND THE ADELPHIAN ACADEMY ON THE NORTH
 NE0761'SIDE OF RAILROAD TRACKS.  2.5 FT (0.8 M) SOUTH OF RAILROAD RIGHT OF
 NE0761'WAY, 475.0 FT (144.8 M) EAST OF A 36 INCH CMP, ALSO 130.0 FT (39.6 M)
 NE0761'WEST OF A ELECTRICAL BOX LOCATED ON THE SOUTH SIDE OF THE TRACKS.
 NE0761'MARKED WITH A 1-INCH BY 4-INCH WOODEN PADDLE.
 NE0761
 NE0761                          STATION RECOVERY (1997)
 NE0761
 NE0761'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0761'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS
 NE0761'LOCATED NORTH AND BEHIND THE ADELPHIAN ACADEMY ON THE NORTH SIDE OF
 NE0761'RAILROAD TRACKS, 2.5 FEET (0.8 M) SOUTH OF THE RAILROAD R/W, 475.0 FT
 NE0761'(144.8 M) EAST OF A 36-INCH CMP, ALSO 130.0 FT (39.6 M) WEST OF AN
 NE0761'ELECTRICAL BOX LOCATED ON THE SOUTH SIDE OF THE TRACKS AND MARKED WITH
 NE0761'A 1-INCH BY 4-INCH WOODEN PADDLE.
 NE0761
 NE0761                          STATION RECOVERY (2006)
 NE0761
 NE0761'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0761'FOUND IN GOOD CONDITION AS DESCRIBED,430+-WEST OF A PRIVATE RR
 NE0761'CROSSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1657 ***********************************************************************
 NE1657  DESIGNATION -  47101
 NE1657  PID         -  NE1657
 NE1657  STATE/COUNTY-  MI/LIVINGSTON
 NE1657  USGS QUAD   -  BRIGHTON (1983)
 NE1657
 NE1657                         *CURRENT SURVEY CONTROL
 NE1657  ___________________________________________________________________
 NE1657* NAD 83(1994)-  42 33 47.93767(N)    083 50 02.37801(W)     ADJUSTED  
 NE1657* NAVD 88     -       305.2    (meters)    1001.     (feet)  GPS OBS   
 NE1657  ___________________________________________________________________
 NE1657  X           -     505,372.688 (meters)                     COMP
 NE1657  Y           -  -4,677,882.602 (meters)                     COMP
 NE1657  Z           -   4,292,081.632 (meters)                     COMP
 NE1657  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 NE1657  ELLIP HEIGHT-         272.00  (meters)          (07/17/02) GPS OBS
 NE1657  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NE1657
 NE1657  HORZ ORDER  -  FIRST
 NE1657  ELLP ORDER  -  FOURTH    CLASS I
 NE1657
 NE1657.The horizontal coordinates were established by GPS observations
 NE1657.and adjusted by the National Geodetic Survey in February 1997..
 NE1657
 NE1657.The orthometric height was determined by GPS observations and a
 NE1657.high-resolution geoid model.
 NE1657
 NE1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1657
 NE1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1657
 NE1657.The ellipsoidal height was determined by GPS observations
 NE1657.and is referenced to NAD 83.
 NE1657
 NE1657.The geoid height was determined by GEOID03.
 NE1657
 NE1657;                    North         East     Units Scale Factor Converg.
 NE1657;SPC MI S     -   118,248.678 4,043,737.294   MT  0.99992256   +0 21 45.0
 NE1657;SPC MI S     -   387,954.98 13,266,854.64   iFT  0.99992256   +0 21 45.0
 NE1657;UTM  17      - 4,716,216.842   267,368.547   MT  1.00026587   -1 55 04.0
 NE1657
 NE1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1657!SPC MI S     -   0.99995734  x   0.99992256  =   0.99987991
 NE1657!UTM  17      -   0.99995734  x   1.00026587  =   1.00022320
 NE1657
 NE1657                          SUPERSEDED SURVEY CONTROL
 NE1657
 NE1657  ELLIP H (02/03/97)  272.05   (m)                       GP(       ) 4 1
 NE1657  NAD 83(1986)-  42 33 47.93861(N)    083 50 02.40080(W) AD(       ) 1
 NE1657
 NE1657.Superseded values are not recommended for survey control.
 NE1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1657.See file dsdata.txt to determine how the superseded data were derived.
 NE1657
 NE1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6736916217(NAD 83)
 NE1657_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1657_SP_SET: CONCRETE POST
 NE1657_STAMPING: 47101 1980
 NE1657_MARK LOGO: MIDH  
 NE1657_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1657+STABILITY: SURFACE MOTION
 NE1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1657+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 NE1657
 NE1657  HISTORY     - Date     Condition        Report By
 NE1657  HISTORY     - 1980     MONUMENTED       MIDH
 NE1657  HISTORY     - 19910109 GOOD
 NE1657  HISTORY     - 19990215 GOOD             USPSQD
 NE1657
 NE1657                          STATION DESCRIPTION
 NE1657
 NE1657'DESCRIBED BY MI DEPT OF HIGHWAYS 1980
 NE1657'STATION IS LOCATED ON QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 15,
 NE1657'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 3-1/2
 NE1657'MILES NORTHWEST OF BRIGHTON AND 5-1/2 MILES SOUTHEAST OF HOWELL, AT
 NE1657'THE DORR ROAD BRIDGE INTERCHANGE WITH INTERSTATE HIGHWAY 96 AND ON
 NE1657'THE BRIGHTON QUADRANGLE MAP.
 NE1657'THE STATION IS SET FLUSH WITH THE GROUND.  THE MARK IS 34.2 FT
 NE1657'(10.4 M) WEST OF THE SOUTH END OF THE EASTERLY BRIDGE RAIL, 27.85 FT
 NE1657'(8.49 M) SOUTH OF RM 2, 27.5 FT (8.4 M) NORTHWEST OF A POWER POLE,
 NE1657'3.0 FT (0.9 M) NORTH FROM A METAL WITNESS POST WITH SIGN.
 NE1657
 NE1657                          STATION RECOVERY (1991)
 NE1657
 NE1657'RECOVERED 1991
 NE1657'RECOVERED IN GOOD CONDITION.
 NE1657
 NE1657                          STATION RECOVERY (1999)
 NE1657
 NE1657'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1660 ***********************************************************************
 NE1660  DESIGNATION -  47102
 NE1660  PID         -  NE1660
 NE1660  STATE/COUNTY-  MI/LIVINGSTON
 NE1660  USGS QUAD   -  HOWELL (1983)
 NE1660
 NE1660                         *CURRENT SURVEY CONTROL
 NE1660  ___________________________________________________________________
 NE1660* NAD 83(1994)-  42 35 57.68644(N)    083 56 46.70124(W)     ADJUSTED  
 NE1660* NAVD 88     -       287.9    (meters)     945.     (feet)  GPS OBS   
 NE1660  ___________________________________________________________________
 NE1660  X           -     495,915.029 (meters)                     COMP
 NE1660  Y           -  -4,676,157.635 (meters)                     COMP
 NE1660  Z           -   4,295,018.049 (meters)                     COMP
 NE1660  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 NE1660  ELLIP HEIGHT-         254.78  (meters)          (07/17/02) GPS OBS
 NE1660  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE1660
 NE1660  HORZ ORDER  -  FIRST
 NE1660  ELLP ORDER  -  FOURTH    CLASS I
 NE1660
 NE1660.The horizontal coordinates were established by GPS observations
 NE1660.and adjusted by the National Geodetic Survey in February 1997..
 NE1660
 NE1660.The orthometric height was determined by GPS observations and a
 NE1660.high-resolution geoid model.
 NE1660
 NE1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1660
 NE1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1660
 NE1660.The ellipsoidal height was determined by GPS observations
 NE1660.and is referenced to NAD 83.
 NE1660
 NE1660.The geoid height was determined by GEOID03.
 NE1660
 NE1660;                    North         East     Units Scale Factor Converg.
 NE1660;SPC MI S     -   122,199.753 4,034,495.553   MT  0.99991924   +0 17 09.8
 NE1660;SPC MI S     -   400,917.82 13,236,533.97   iFT  0.99991924   +0 17 09.8
 NE1660;UTM  17      - 4,720,534.180   258,287.996   MT  1.00031887   -1 59 42.8
 NE1660;UTM  16      - 4,720,846.725   750,522.721   MT  1.00037224   +2 04 04.9
 NE1660
 NE1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1660!SPC MI S     -   0.99996004  x   0.99991924  =   0.99987929
 NE1660!UTM  17      -   0.99996004  x   1.00031887  =   1.00027890
 NE1660!UTM  16      -   0.99996004  x   1.00037224  =   1.00033227
 NE1660
 NE1660                          SUPERSEDED SURVEY CONTROL
 NE1660
 NE1660  ELLIP H (02/03/97)  254.84   (m)                       GP(       ) 4 1
 NE1660  NAD 83(1986)-  42 35 57.68752(N)    083 56 46.72381(W) AD(       ) 1
 NE1660
 NE1660.Superseded values are not recommended for survey control.
 NE1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1660.See file dsdata.txt to determine how the superseded data were derived.
 NE1660
 NE1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5828820534(NAD 83)
 NE1660_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1660_SP_SET: CONCRETE POST
 NE1660_STAMPING: 47102 1980
 NE1660_MARK LOGO: MIDH  
 NE1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1660+STABILITY: SURFACE MOTION
 NE1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1660+SATELLITE: SATELLITE OBSERVATIONS - December 13, 1994
 NE1660
 NE1660  HISTORY     - Date     Condition        Report By
 NE1660  HISTORY     - 1980     MONUMENTED       MIDH
 NE1660  HISTORY     - 19910108 GOOD
 NE1660  HISTORY     - 19941213 GOOD             LOCENG
 NE1660  HISTORY     - 19950429 GOOD             USPSQD
 NE1660  HISTORY     - 20001201 POOR             LOCSUR
 NE1660
 NE1660                          STATION DESCRIPTION
 NE1660
 NE1660'DESCRIBED BY MI DEPT OF HIGHWAYS 1980
 NE1660'STATION IS LOCATED IN QUAD. 420834, IN THE NORTHWEST 1/4 OF SECTION 2,
 NE1660'T-2-N, R-4-E, HOWELL TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 1 MILE
 NE1660'SOUTHWEST OF THE CITY OF HOWELL AND ON THE HOWELL QUADRANGLE MAP.
 NE1660'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 OVERPASS FOR STATE
 NE1660'HIGHWAY 155, 1 MILE SOUTHWEST OF HOWELL, GO SOUTHEAST ALONG I-96 FOR
 NE1660'330 FT (100.6 M) TO STATION ON THE RIGHT AND IN THE HIGHWAY
 NE1660'RIGHT-OF-WAY.
 NE1660'THE STATION IS SET FLUSH WITH THE GROUND.  IT IS 87.1 FT (26.5 M)
 NE1660'SOUTH OF MILE MARKER POST NUMBER 136, 86.0 FT (26.2 M) SOUTHWEST OF
 NE1660'THE CENTER OF THE I-96 EASTBOUND LANE, 66.0 FT (20.1 M) NORTHWEST OF
 NE1660'A NATURAL GAS LINE MARKER AND 17.3 FT (5.3 M) NORTHEAST OF THE
 NE1660'RIGHT-OF-WAY FENCE AND WITNESS POST WITH SIGN.
 NE1660
 NE1660                          STATION RECOVERY (1991)
 NE1660
 NE1660'RECOVERED 1991
 NE1660'RECOVERED IN GOOD CONDITION.
 NE1660
 NE1660                          STATION RECOVERY (1994)
 NE1660
 NE1660'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SK)
 NE1660'RECOVERED AS DESCRIBED.
 NE1660
 NE1660                          STATION RECOVERY (1995)
 NE1660
 NE1660'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1660'RECOVERED IN GOOD CONDITION.
 NE1660
 NE1660                          STATION RECOVERY (2000)
 NE1660
 NE1660'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (CC)
 NE1660'MARK WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1545 ***********************************************************************
 NE1545  DESIGNATION -  47105
 NE1545  PID         -  NE1545
 NE1545  STATE/COUNTY-  MI/LIVINGSTON
 NE1545  USGS QUAD   -  WEST HIGHLAND (1983)
 NE1545
 NE1545                         *CURRENT SURVEY CONTROL
 NE1545  ___________________________________________________________________
 NE1545* NAD 83(1994)-  42 38 04.84428(N)    083 44 54.34492(W)     ADJUSTED  
 NE1545* NAVD 88     -       300.2    (meters)     985.     (feet)  GPS OBS   
 NE1545  ___________________________________________________________________
 NE1545  X           -     511,773.281 (meters)                     COMP
 NE1545  Y           -  -4,671,784.906 (meters)                     COMP
 NE1545  Z           -   4,297,913.831 (meters)                     COMP
 NE1545  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 NE1545  ELLIP HEIGHT-         266.92  (meters)          (07/17/02) GPS OBS
 NE1545  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NE1545
 NE1545  HORZ ORDER  -  FIRST
 NE1545  ELLP ORDER  -  FOURTH    CLASS I
 NE1545
 NE1545.The horizontal coordinates were established by GPS observations
 NE1545.and adjusted by the National Geodetic Survey in February 1997..
 NE1545
 NE1545.The orthometric height was determined by GPS observations and a
 NE1545.high-resolution geoid model.
 NE1545
 NE1545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1545
 NE1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1545
 NE1545.The ellipsoidal height was determined by GPS observations
 NE1545.and is referenced to NAD 83.
 NE1545
 NE1545.The geoid height was determined by GEOID03.
 NE1545
 NE1545;                    North         East     Units Scale Factor Converg.
 NE1545;SPC MI S     -   126,223.193 4,050,704.617   MT  0.99991638   +0 25 14.6
 NE1545;SPC MI S     -   414,118.09 13,289,713.31   iFT  0.99991638   +0 25 14.6
 NE1545;UTM  17      - 4,723,910.154   274,650.204   MT  1.00022483   -1 51 44.5
 NE1545
 NE1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1545!SPC MI S     -   0.99995814  x   0.99991638  =   0.99987452
 NE1545!UTM  17      -   0.99995814  x   1.00022483  =   1.00018296
 NE1545
 NE1545                          SUPERSEDED SURVEY CONTROL
 NE1545
 NE1545  ELLIP H (02/03/97)  266.97   (m)                       GP(       ) 4 1
 NE1545  NAD 83(1986)-  42 38 04.84776(N)    083 44 54.37521(W) AD(       ) 1
 NE1545  NAD 83(1986)-  42 38 04.84816(N)    083 44 54.37739(W) AD(       ) 1
 NE1545  NGVD 29 (03/27/91)  300.5    (m)          986.     (f) GPS OBS        
 NE1545
 NE1545.Superseded values are not recommended for survey control.
 NE1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1545.See file dsdata.txt to determine how the superseded data were derived.
 NE1545
 NE1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7465023910(NAD 83)
 NE1545_MARKER: DS = TRIANGULATION STATION DISK
 NE1545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1545_SP_SET: CONCRETE POST
 NE1545_STAMPING: 47105 1980
 NE1545_MARK LOGO: MIDT  
 NE1545_PROJECTION: FLUSH
 NE1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1545+STABILITY: SURFACE MOTION
 NE1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1545+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1545
 NE1545  HISTORY     - Date     Condition        Report By
 NE1545  HISTORY     - UNK      MONUMENTED       NGS
 NE1545  HISTORY     - 19900125 GOOD             NGS
 NE1545  HISTORY     - 19980729 GOOD             OHM
 NE1545  HISTORY     - 20030721 GOOD             JCLS
 NE1545  HISTORY     - 20051213 GOOD             INDIV
 NE1545
 NE1545                          STATION DESCRIPTION
 NE1545
 NE1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1545'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND IN
 NE1545'QUAD. 420834 AND IN HARTLAND TOWNSHIP, IN THE SOUTHEAST 1/4 OF SECTION
 NE1545'21, T-3-N, R-6-E AND ON THE HARTLAND QUADRANGLE MAP.
 NE1545'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1545'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1545'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO EAST ON STATE
 NE1545'HIGHWAY 59 FOR 0.18 KM (0.10 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NE1545'NORTH ON HARTLAND FOR 0.14 KM (0.10 MI) TO A COMMUTER PARKING LOT AND
 NE1545'THE STATION ON THE LEFT, NORTHWEST OF THE NORTHWEST CORNER OF THE
 NE1545'PARKING LOT AND ON TOP OF A SMALL HILL.
 NE1545'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1545'CONCRETE POST THAT IS RECESSED 4 CM BELOW THE GROUND.  LOCATED 29.0 M
 NE1545'(95.1 FT) WEST-SOUTHWEST FROM A 29 INCH WILD CHERRY TREE, 10.8 M
 NE1545'(35.4 FT) NORTHWEST FROM THE NORTH END OF THE WEST FENCE OF THE
 NE1545'PARKING LOT AND 0.9 M (3.0 FT) EAST FROM A METAL WITNESS POST.
 NE1545'DESCRIBED BY E.J. HANSMANN.
 NE1545
 NE1545                          STATION RECOVERY (1998)
 NE1545
 NE1545'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1545'RECOVERED AS DESCRIBED.
 NE1545
 NE1545                          STATION RECOVERY (2003)
 NE1545
 NE1545'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NE1545'RECOVERED IN GOOD CONDITION.
 NE1545
 NE1545                          STATION RECOVERY (2005)
 NE1545
 NE1545'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1654 ***********************************************************************
 NE1654  DESIGNATION -  47106
 NE1654  PID         -  NE1654
 NE1654  STATE/COUNTY-  MI/LIVINGSTON
 NE1654  USGS QUAD   -  BRIGHTON (1983)
 NE1654
 NE1654                         *CURRENT SURVEY CONTROL
 NE1654  ___________________________________________________________________
 NE1654* NAD 83(1994)-  42 31 04.34767(N)    083 45 24.15642(W)     ADJUSTED  
 NE1654* NAVD 88     -       285.7    (meters)     937.     (feet)  GPS OBS   
 NE1654  ___________________________________________________________________
 NE1654  X           -     512,051.606 (meters)                     COMP
 NE1654  Y           -  -4,680,575.014 (meters)                     COMP
 NE1654  Z           -   4,288,348.897 (meters)                     COMP
 NE1654  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 NE1654  ELLIP HEIGHT-         252.26  (meters)          (07/17/02) GPS OBS
 NE1654  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NE1654
 NE1654  HORZ ORDER  -  FIRST
 NE1654  ELLP ORDER  -  FOURTH    CLASS I
 NE1654
 NE1654.The horizontal coordinates were established by GPS observations
 NE1654.and adjusted by the National Geodetic Survey in February 1997..
 NE1654
 NE1654.The orthometric height was determined by GPS observations and a
 NE1654.high-resolution geoid model.
 NE1654
 NE1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1654
 NE1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1654
 NE1654.The ellipsoidal height was determined by GPS observations
 NE1654.and is referenced to NAD 83.
 NE1654
 NE1654.The geoid height was determined by GEOID03.
 NE1654
 NE1654;                    North         East     Units Scale Factor Converg.
 NE1654;SPC MI S     -   113,244.418 4,050,119.460   MT  0.99992729   +0 24 54.3
 NE1654;SPC MI S     -   371,536.80 13,287,793.50   iFT  0.99992729   +0 24 54.3
 NE1654;UTM  17      - 4,710,960.986   273,548.612   MT  1.00023097   -1 51 49.8
 NE1654
 NE1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1654!SPC MI S     -   0.99996044  x   0.99992729  =   0.99988773
 NE1654!UTM  17      -   0.99996044  x   1.00023097  =   1.00019140
 NE1654
 NE1654                          SUPERSEDED SURVEY CONTROL
 NE1654
 NE1654  ELLIP H (02/03/97)  252.31   (m)                       GP(       ) 4 1
 NE1654  NAD 83(1986)-  42 31 04.34870(N)    083 45 24.17886(W) AD(       ) 1
 NE1654
 NE1654.Superseded values are not recommended for survey control.
 NE1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1654.See file dsdata.txt to determine how the superseded data were derived.
 NE1654
 NE1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7354910961(NAD 83)
 NE1654_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1654_SP_SET: CONCRETE POST
 NE1654_STAMPING: 47106 1980
 NE1654_MARK LOGO: MIDH  
 NE1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1654+STABILITY: SURFACE MOTION
 NE1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1654+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 NE1654
 NE1654  HISTORY     - Date     Condition        Report By
 NE1654  HISTORY     - 1981     MONUMENTED       MIDH
 NE1654  HISTORY     - 19910111 GOOD
 NE1654  HISTORY     - 19990302 GOOD             USPSQD
 NE1654  HISTORY     - 20050831 GOOD             ADVGEO
 NE1654
 NE1654                          STATION DESCRIPTION
 NE1654
 NE1654'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 NE1654'STATION IS LOCATED IN QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 32,
 NE1654'T-2-N, R-6-E, BRIGHTON TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 1/2
 NE1654'MILE EAST OF THE EAST LIMITS OF BRIGHTON, JUST ACROSS NORTHBOUND U.S.
 NE1654'HIGHWAY 23 FROM THE NORTHWEST PART OF FONDA LAKE, BETWEEN NORTHBOUND
 NE1654'AND SOUTHBOUND U.S. HIGHWAY 23, SOUTH OF INTERSTATE HIGHWAY 96 AND ON
 NE1654'THE BRIGHTON QUADRANGLE MAP.
 NE1654'TO REACH THE STATION FROM THE I-96 AND GRAND RIVER AVENUE INTERCHANGE
 NE1654'AT THE NORTH CITY LIMITS OF BRIGHTON, GO SOUTHEASTERLY ON I-96 FOR
 NE1654'2.2 MI (3.5 KM) TO THE SOUTHBOUND U.S. 23 EXIT RAMP, TAKE THE RAMP TO
 NE1654'U.S. 23 AND IMMEDIATELY CROSSING THE SOUTHBOUND LANES, BEAR LEFT ONTO
 NE1654'AN ACCESS ROAD LEADING TO THE MAINTENANCE GARAGE.  CONTINUE EAST
 NE1654'FOLLOWING A CURVE TO THE LEFT, ACROSS ANOTHER ACCESS ROAD FOR ABOUT
 NE1654'100 FEET TO THE STATION ON THE RIGHT.
 NE1654'STATION IS RECSSED 30 CM BELOW GROUND.  IT IS 94 FT (28.7 M)
 NE1654'NORTHWEST FROM THE CENTER OF NORTHBOUND U.S. 23, 43.3 FT (13.2 M)
 NE1654'NORTHEAST FROM A 7-INCH PINE TREE, 18.0 FT (5.5 M) SOUTH FROM THE
 NE1654'CENTER OF THE ACCESS ROAD, 13.0 FT (4.0 M) EAST FROM A METAL SIGN
 NE1654'POST AND 4.0 FT (1.2 M) NORTH FROM THE METAL WITNESS POST WITH SIGN.
 NE1654
 NE1654                          STATION RECOVERY (1991)
 NE1654
 NE1654'RECOVERED 1991
 NE1654'RECOVERED IN GOOD CONDITION.
 NE1654
 NE1654                          STATION RECOVERY (1999)
 NE1654
 NE1654'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1654'RECOVERED IN GOOD CONDITION.
 NE1654
 NE1654                          STATION RECOVERY (2005)
 NE1654
 NE1654'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1546 ***********************************************************************
 NE1546  DESIGNATION -  47200
 NE1546  PID         -  NE1546
 NE1546  STATE/COUNTY-  MI/LIVINGSTON
 NE1546  USGS QUAD   -  OAK GROVE (1975)
 NE1546
 NE1546                         *CURRENT SURVEY CONTROL
 NE1546  ___________________________________________________________________
 NE1546* NAD 83(1994)-  42 38 03.89007(N)    083 52 32.61267(W)     ADJUSTED  
 NE1546* NAVD 88     -       291.6    (meters)     957.     (feet)  GPS OBS   
 NE1546  ___________________________________________________________________
 NE1546  X           -     501,393.980 (meters)                     COMP
 NE1546  Y           -  -4,672,924.082 (meters)                     COMP
 NE1546  Z           -   4,297,886.472 (meters)                     COMP
 NE1546  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 NE1546  ELLIP HEIGHT-         258.51  (meters)          (07/17/02) GPS OBS
 NE1546  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NE1546
 NE1546  HORZ ORDER  -  FIRST
 NE1546  ELLP ORDER  -  FOURTH    CLASS I
 NE1546
 NE1546.The horizontal coordinates were established by GPS observations
 NE1546.and adjusted by the National Geodetic Survey in February 1997..
 NE1546
 NE1546.The orthometric height was determined by GPS observations and a
 NE1546.high-resolution geoid model.
 NE1546
 NE1546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1546
 NE1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1546
 NE1546.The ellipsoidal height was determined by GPS observations
 NE1546.and is referenced to NAD 83.
 NE1546
 NE1546.The geoid height was determined by GEOID03.
 NE1546
 NE1546;                    North         East     Units Scale Factor Converg.
 NE1546;SPC MI S     -   126,124.981 4,040,264.719   MT  0.99991640   +0 20 02.8
 NE1546;SPC MI S     -   413,795.87 13,255,461.68   iFT  0.99991640   +0 20 02.8
 NE1546;UTM  17      - 4,724,227.991   264,211.155   MT  1.00028406   -1 56 55.2
 NE1546
 NE1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1546!SPC MI S     -   0.99995946  x   0.99991640  =   0.99987586
 NE1546!UTM  17      -   0.99995946  x   1.00028406  =   1.00024351
 NE1546
 NE1546                          SUPERSEDED SURVEY CONTROL
 NE1546
 NE1546  ELLIP H (02/03/97)  258.57   (m)                       GP(       ) 4 1
 NE1546  NAD 83(1986)-  42 38 03.89176(N)    083 52 32.63793(W) AD(       ) 1
 NE1546  NAD 83(1986)-  42 38 03.89336(N)    083 52 32.64276(W) AD(       ) 1
 NE1546  NGVD 29 (03/27/91)  291.9    (m)          958.     (f) GPS OBS        
 NE1546
 NE1546.Superseded values are not recommended for survey control.
 NE1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1546.See file dsdata.txt to determine how the superseded data were derived.
 NE1546
 NE1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6421124228(NAD 83)
 NE1546_MARKER: DS = TRIANGULATION STATION DISK
 NE1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1546_SP_SET: CONCRETE POST
 NE1546_STAMPING: 47200 1989
 NE1546_MARK LOGO: MIDT  
 NE1546_PROJECTION: FLUSH
 NE1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1546+STABILITY: SURFACE MOTION
 NE1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1546+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1546
 NE1546  HISTORY     - Date     Condition        Report By
 NE1546  HISTORY     - 1989     MONUMENTED       MIDT
 NE1546  HISTORY     - 19900125 GOOD             NGS
 NE1546  HISTORY     - 19910626 GOOD             NGS
 NE1546  HISTORY     - 19980729 GOOD             OHM
 NE1546  HISTORY     - 20030303 GOOD             INDIV
 NE1546  HISTORY     - 20051213 GOOD             INDIV
 NE1546
 NE1546                          STATION DESCRIPTION
 NE1546
 NE1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1546'THE STATION IS LOCATED IN QUAD. 420834, IN OCEOLA TOWNSHIP, IN THE
 NE1546'SOUTHWEST 1/4 OF SECTION 20, T-3-N, R-5-E AND ON THE OAK GROVE
 NE1546'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND GREEN
 NE1546'RIVER AVENUE (BUSINESS ROUTE 96) IN SOUTHWEST HOWELL, GO EAST ON STATE
 NE1546'HIGHWAY 59 FOR 8.61 KM (5.35 MI) TO A CROSSROAD.  TURN LEFT AND GO ON
 NE1546'LATSON ROAD FOR 0.53 KM (0.35 MI) TO THE STATION ON THE LEFT JUST
 NE1546'AFTER PASSING A DRIVEWAY.
 NE1546'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1546'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 18.8 M
 NE1546'(61.7 FT) NORTH FROM THE CENTER OF THE DRIVEWAY, 16.0 M (52.5 FT)
 NE1546'NORTHEAST FROM A 16 INCH MAPLE TREE, 10.0 M (32.8 FT) WEST FROM THE
 NE1546'CENTER OF LATSON ROAD, 9.8 M (32.2 FT) NORTHWEST FROM  A POST AND NO
 NE1546'PASSING ZONE SIGN, 1.5 M (4.9 FT) EAST FROM OF AN UNDERGROUND CABLE
 NE1546'JUNCTION BOX AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1546'DESCRIBED BY E.J. HANSMANN.
 NE1546
 NE1546                          STATION RECOVERY (1991)
 NE1546
 NE1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1546'THE STATION IS LOCATED IN OCEOLA TOWNSHIP.  OWNERSHIP--MICHIGAN
 NE1546'DEPARTMENT OF TRANSPORTATION.
 NE1546'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND GREEN
 NE1546'RIVER AVENUE (BUSINESS ROUTE 96) IN SOUTHWEST HOWELL, GO EAST ON
 NE1546'STATE HIGHWAY 59 FOR 8.61 KM (5.35 MI) TO A CROSSROAD.  TURN LEFT AND
 NE1546'GO ON LATSON ROAD FOR 0.53 KM (0.33 MI) TO THE STATION ON THE LEFT
 NE1546'JUST AFTER PASSING A DRIVEWAY.
 NE1546'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1546'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 18.8 M
 NE1546'(61.7 FT) NORTH FROM THE CENTER OF THE DRIVEWAY, 16.0 M (52.5 FT)
 NE1546'NORTHEAST FROM A 16 INCH MAPLE TREE, 10.0 M (32.8 FT) WEST FROM THE
 NE1546'CENTER OF LATSON ROAD, 9.8 M (32.2 FT) NORTHWEST FROM A POST AND NO
 NE1546'PASSING ZONE SIGN, 1.5 M (4.9 FT) EAST FROM OF AN UNDERGROUND CABLE
 NE1546'JUNCTION BOX AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1546
 NE1546                          STATION RECOVERY (1998)
 NE1546
 NE1546'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1546'RECOVERED AS DESCRIBED.
 NE1546
 NE1546                          STATION RECOVERY (2003)
 NE1546
 NE1546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JW)
 NE1546'RECOVERED IN GOOD CONDITION.
 NE1546
 NE1546                          STATION RECOVERY (2005)
 NE1546
 NE1546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1547 ***********************************************************************
 NE1547  DESIGNATION -  47201
 NE1547  PID         -  NE1547
 NE1547  STATE/COUNTY-  MI/LIVINGSTON
 NE1547  USGS QUAD   -  OAK GROVE (1975)
 NE1547
 NE1547                         *CURRENT SURVEY CONTROL
 NE1547  ___________________________________________________________________
 NE1547* NAD 83(1994)-  42 38 26.01535(N)    083 52 32.48344(W)     ADJUSTED  
 NE1547* NAVD 88     -       295.9    (meters)     971.     (feet)  GPS OBS   
 NE1547  ___________________________________________________________________
 NE1547  X           -     501,347.905 (meters)                     COMP
 NE1547  Y           -  -4,672,467.072 (meters)                     COMP
 NE1547  Z           -   4,298,391.640 (meters)                     COMP
 NE1547  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NE1547  ELLIP HEIGHT-         262.79  (meters)          (07/17/02) GPS OBS
 NE1547  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NE1547
 NE1547  HORZ ORDER  -  FIRST
 NE1547  ELLP ORDER  -  FOURTH    CLASS I
 NE1547
 NE1547.The horizontal coordinates were established by GPS observations
 NE1547.and adjusted by the National Geodetic Survey in February 1997..
 NE1547
 NE1547.The orthometric height was determined by GPS observations and a
 NE1547.high-resolution geoid model.
 NE1547
 NE1547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1547
 NE1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1547
 NE1547.The ellipsoidal height was determined by GPS observations
 NE1547.and is referenced to NAD 83.
 NE1547
 NE1547.The geoid height was determined by GEOID03.
 NE1547
 NE1547;                    North         East     Units Scale Factor Converg.
 NE1547;SPC MI S     -   126,807.652 4,040,263.682   MT  0.99991593   +0 20 02.8
 NE1547;SPC MI S     -   416,035.60 13,255,458.27   iFT  0.99991593   +0 20 02.8
 NE1547;UTM  17      - 4,724,910.412   264,237.322   MT  1.00028391   -1 56 56.0
 NE1547
 NE1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1547!SPC MI S     -   0.99995879  x   0.99991593  =   0.99987472
 NE1547!UTM  17      -   0.99995879  x   1.00028391  =   1.00024269
 NE1547
 NE1547                          SUPERSEDED SURVEY CONTROL
 NE1547
 NE1547  ELLIP H (02/03/97)  262.85   (m)                       GP(       ) 4 1
 NE1547  NAD 83(1986)-  42 38 26.01689(N)    083 52 32.50927(W) AD(       ) 1
 NE1547  NAD 83(1986)-  42 38 26.01846(N)    083 52 32.51443(W) AD(       ) 1
 NE1547  NGVD 29 (03/27/91)  296.2    (m)          972.     (f) GPS OBS        
 NE1547
 NE1547.Superseded values are not recommended for survey control.
 NE1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1547.See file dsdata.txt to determine how the superseded data were derived.
 NE1547
 NE1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6423724910(NAD 83)
 NE1547_MARKER: DS = TRIANGULATION STATION DISK
 NE1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1547_SP_SET: CONCRETE POST
 NE1547_STAMPING: 47201 1989
 NE1547_MARK LOGO: MIDT  
 NE1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1547+STABILITY: SURFACE MOTION
 NE1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1547+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1547
 NE1547  HISTORY     - Date     Condition        Report By
 NE1547  HISTORY     - UNK      MONUMENTED
 NE1547  HISTORY     - 19900125 GOOD             NGS
 NE1547  HISTORY     - 20011220 GOOD             INDIV
 NE1547  HISTORY     - 20030303 GOOD             INDIV
 NE1547  HISTORY     - 20051213 GOOD             INDIV
 NE1547
 NE1547                          STATION DESCRIPTION
 NE1547
 NE1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1547'THE STATION IS LOCATED IN QUAD. 420834, IN OCEOLA TOWNSHIP, IN THE
 NE1547'NORTHWEST 1/4 OF SECTION 21, T-3-N, R-5-E AND ON THE OAK GROVE
 NE1547'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND GREEN
 NE1547'RIVER AVENUE (BUSINESS ROUTE 96) IN SOUTHWEST HOWELL, GO EAST ON STATE
 NE1547'HIGHWAY 59 FOR 8.61 KM (5.35 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NE1547'NORTH ON LATSON ROAD FOR 1.22 KM (0.75 MI) TO THE STATION ON THE
 NE1547'RIGHT.
 NE1547'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1547'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 67.5 M
 NE1547'(221.5 FT) NORTH FROM A FENCE, 14.7 M (48.2 FT) SOUTH-SOUTHEAST FROM A
 NE1547'POST AND PASS WITH CARE SIGN, 9.7 M (31.8 FT) EAST FROM THE CENTER OF
 NE1547'LATSON ROAD, 1.5 M (4.9 FT) WEST FROM THE WEST EDGE OF A CULIVATED
 NE1547'FIELD AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1547'DESCRIBED BY E.J. HANSMANN.
 NE1547
 NE1547                          STATION RECOVERY (2001)
 NE1547
 NE1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JDH)
 NE1547'RECOVERED IN GOOD CONDITION.
 NE1547
 NE1547                          STATION RECOVERY (2003)
 NE1547
 NE1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 NE1547'RECOVERED IN GOOD CONDITION.
 NE1547
 NE1547                          STATION RECOVERY (2005)
 NE1547
 NE1547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1548 ***********************************************************************
 NE1548  DESIGNATION -  47202
 NE1548  PID         -  NE1548
 NE1548  STATE/COUNTY-  MI/LIVINGSTON
 NE1548  USGS QUAD   -  HARTLAND (1975)
 NE1548
 NE1548                         *CURRENT SURVEY CONTROL
 NE1548  ___________________________________________________________________
 NE1548* NAD 83(1994)-  42 38 44.64463(N)    083 50 12.27037(W)     ADJUSTED  
 NE1548* NAVD 88     -       296.3    (meters)     972.     (feet)  GPS OBS   
 NE1548  ___________________________________________________________________
 NE1548  X           -     504,482.219 (meters)                     COMP
 NE1548  Y           -  -4,671,738.262 (meters)                     COMP
 NE1548  Z           -   4,298,814.744 (meters)                     COMP
 NE1548  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NE1548  ELLIP HEIGHT-         263.14  (meters)          (07/17/02) GPS OBS
 NE1548  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NE1548
 NE1548  HORZ ORDER  -  FIRST
 NE1548  ELLP ORDER  -  FOURTH    CLASS I
 NE1548
 NE1548.The horizontal coordinates were established by GPS observations
 NE1548.and adjusted by the National Geodetic Survey in February 1997..
 NE1548
 NE1548.The orthometric height was determined by GPS observations and a
 NE1548.high-resolution geoid model.
 NE1548
 NE1548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1548
 NE1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1548
 NE1548.The ellipsoidal height was determined by GPS observations
 NE1548.and is referenced to NAD 83.
 NE1548
 NE1548.The geoid height was determined by GEOID03.
 NE1548
 NE1548;                    North         East     Units Scale Factor Converg.
 NE1548;SPC MI S     -   127,401.803 4,043,454.050   MT  0.99991556   +0 21 38.3
 NE1548;SPC MI S     -   417,984.92 13,265,925.36   iFT  0.99991556   +0 21 38.3
 NE1548;UTM  17      - 4,725,377.163   267,449.979   MT  1.00026539   -1 55 21.5
 NE1548
 NE1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1548!SPC MI S     -   0.99995873  x   0.99991556  =   0.99987430
 NE1548!UTM  17      -   0.99995873  x   1.00026539  =   1.00022411
 NE1548
 NE1548                          SUPERSEDED SURVEY CONTROL
 NE1548
 NE1548  ELLIP H (02/03/97)  263.20   (m)                       GP(       ) 4 1
 NE1548  NAD 83(1986)-  42 38 44.64614(N)    083 50 12.29656(W) AD(       ) 1
 NE1548  NAD 83(1986)-  42 38 44.64774(N)    083 50 12.30140(W) AD(       ) 1
 NE1548  NGVD 29 (03/27/91)  296.7    (m)          973.     (f) GPS OBS        
 NE1548
 NE1548.Superseded values are not recommended for survey control.
 NE1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1548.See file dsdata.txt to determine how the superseded data were derived.
 NE1548
 NE1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6745025377(NAD 83)
 NE1548_MARKER: DS = TRIANGULATION STATION DISK
 NE1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1548_SP_SET: CONCRETE POST
 NE1548_STAMPING: 47202 1989
 NE1548_MARK LOGO: MIDT  
 NE1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1548+STABILITY: SURFACE MOTION
 NE1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1548+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1548
 NE1548  HISTORY     - Date     Condition        Report By
 NE1548  HISTORY     - UNK      MONUMENTED
 NE1548  HISTORY     - 19900126 GOOD             NGS
 NE1548  HISTORY     - 20051213 GOOD             INDIV
 NE1548
 NE1548                          STATION DESCRIPTION
 NE1548
 NE1548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1548'THE STATION IS LOCATED IN QUAD. 429834, IN OCEOLA TOWNSHIP, IN THE
 NE1548'SOUTHWEST 1/4 OF SECTION 14, T-3-N, R-5-E AND ON THE HARTLAND
 NE1548'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1548'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO WEST ON STATE
 NE1548'HIGHWAY FOR 7.21 KM (4.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NE1548'ON ARGENTINE ROAD FOR 1.68 KM (1.05 MI) TO THE STATION ON THE RIGHT
 NE1548'JUST AFTER PASSING BROPHY ROAD.
 NE1548'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1548'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 55.5 M
 NE1548'(182.1 FT) NORTH FROM THE CENTER OF BROPHY ROAD, 25.4 M (83.3 FT)
 NE1548'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE, 8.4 M (27.6 FT)
 NE1548'EAST FROM THE CENTER OF ARGENTINE ROAD AND 0.6 M (2.0 FT) WEST FROM A
 NE1548'METAL WITNESS POST.
 NE1548'DESCRIBED BY E.J. HANSMANN.
 NE1548
 NE1548                          STATION RECOVERY (2005)
 NE1548
 NE1548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1549 ***********************************************************************
 NE1549  DESIGNATION -  47203
 NE1549  PID         -  NE1549
 NE1549  STATE/COUNTY-  MI/LIVINGSTON
 NE1549  USGS QUAD   -  HARTLAND (1975)
 NE1549
 NE1549                         *CURRENT SURVEY CONTROL
 NE1549  ___________________________________________________________________
 NE1549* NAD 83(1994)-  42 38 09.95189(N)    083 50 11.95625(W)     ADJUSTED  
 NE1549* NAVD 88     -       308.2    (meters)    1011.     (feet)  GPS OBS   
 NE1549  ___________________________________________________________________
 NE1549  X           -     504,568.135 (meters)                     COMP
 NE1549  Y           -  -4,672,467.215 (meters)                     COMP
 NE1549  Z           -   4,298,035.291 (meters)                     COMP
 NE1549  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NE1549  ELLIP HEIGHT-         275.05  (meters)          (07/17/02) GPS OBS
 NE1549  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NE1549
 NE1549  HORZ ORDER  -  FIRST
 NE1549  ELLP ORDER  -  FOURTH    CLASS I
 NE1549
 NE1549.The horizontal coordinates were established by GPS observations
 NE1549.and adjusted by the National Geodetic Survey in February 1997..
 NE1549
 NE1549.The orthometric height was determined by GPS observations and a
 NE1549.high-resolution geoid model.
 NE1549
 NE1549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1549
 NE1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1549
 NE1549.The ellipsoidal height was determined by GPS observations
 NE1549.and is referenced to NAD 83.
 NE1549
 NE1549.The geoid height was determined by GEOID03.
 NE1549
 NE1549;                    North         East     Units Scale Factor Converg.
 NE1549;SPC MI S     -   126,331.441 4,043,467.943   MT  0.99991627   +0 21 38.5
 NE1549;SPC MI S     -   414,473.23 13,265,970.94   iFT  0.99991627   +0 21 38.5
 NE1549;UTM  17      - 4,724,306.722   267,421.211   MT  1.00026556   -1 55 20.1
 NE1549
 NE1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1549!SPC MI S     -   0.99995687  x   0.99991627  =   0.99987314
 NE1549!UTM  17      -   0.99995687  x   1.00026556  =   1.00022241
 NE1549
 NE1549                          SUPERSEDED SURVEY CONTROL
 NE1549
 NE1549  ELLIP H (02/03/97)  275.10   (m)                       GP(       ) 4 1
 NE1549  NAD 83(1986)-  42 38 09.95314(N)    083 50 11.98217(W) AD(       ) 1
 NE1549  NAD 83(1986)-  42 38 09.95469(N)    083 50 11.98669(W) AD(       ) 1
 NE1549  NGVD 29 (03/27/91)  308.6    (m)         1012.     (f) GPS OBS        
 NE1549
 NE1549.Superseded values are not recommended for survey control.
 NE1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1549.See file dsdata.txt to determine how the superseded data were derived.
 NE1549
 NE1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6742124307(NAD 83)
 NE1549_MARKER: DS = TRIANGULATION STATION DISK
 NE1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1549_SP_SET: CONCRETE POST
 NE1549_STAMPING: 47203 1989
 NE1549_MARK LOGO: MIDT  
 NE1549_PROJECTION: FLUSH
 NE1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1549+STABILITY: SURFACE MOTION
 NE1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1549+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1549
 NE1549  HISTORY     - Date     Condition        Report By
 NE1549  HISTORY     - 1989     MONUMENTED       MIDT
 NE1549  HISTORY     - 19900126 GOOD             NGS
 NE1549  HISTORY     - 19910115 GOOD
 NE1549  HISTORY     - 19980729 GOOD             OHM
 NE1549  HISTORY     - 20051213 GOOD             INDIV
 NE1549
 NE1549                          STATION DESCRIPTION
 NE1549
 NE1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1549'THE STATION IS LOCATED IN QUAD. 420834, IN OCEOLA TOWNSHIP, IN THE
 NE1549'SOUTHEAST 1/4 OF SECTION 22, T-3-N, R-5-E AND ON THE HARTLAND
 NE1549'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1549'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1549'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO WEST ON STATE
 NE1549'HIGHWAY 59 FOR 7.21 KM (4.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 NE1549'NORTH ON ARGENTINE ROAD FOR 0.61 KM (0.40 MI) TO THE STATION ON THE
 NE1549'LEFT JUST AFTER PASSING ARGENTINE COURT.
 NE1549'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1549'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 24.0 M
 NE1549'(78.7 FT) NORTH FROM AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX, 17.5
 NE1549'M (57.4 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE ROAD, 16.0 M
 NE1549'(52.5 FT) NORTH FROM THE EXTENDED CENTER OF ARGENTINE COURT, 7.8 M
 NE1549'(25.6 FT) WEST FROM THE CENTER OF ARGENTINE ROAD, 1.7 M (5.6 FT) EAST
 NE1549'FROM A FENCE AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1549'DESCRIBED BY E.J. HANSMANN.
 NE1549
 NE1549                          STATION RECOVERY (1991)
 NE1549
 NE1549'RECOVERED 1991
 NE1549'RECOVERED IN GOOD CONDITION.
 NE1549
 NE1549                          STATION RECOVERY (1998)
 NE1549
 NE1549'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1549'RECOVERED AS DESCRIBED.
 NE1549
 NE1549                          STATION RECOVERY (2005)
 NE1549
 NE1549'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1550 ***********************************************************************
 NE1550  DESIGNATION -  47204
 NE1550  PID         -  NE1550
 NE1550  STATE/COUNTY-  MI/LIVINGSTON
 NE1550  USGS QUAD   -  HARTLAND (1975)
 NE1550
 NE1550                         *CURRENT SURVEY CONTROL
 NE1550  ___________________________________________________________________
 NE1550* NAD 83(1994)-  42 38 35.36642(N)    083 45 13.66963(W)     ADJUSTED  
 NE1550* NAVD 88     -       304.4    (meters)     999.     (feet)  GPS OBS   
 NE1550  ___________________________________________________________________
 NE1550  X           -     511,266.499 (meters)                     COMP
 NE1550  Y           -  -4,671,201.628 (meters)                     COMP
 NE1550  Z           -   4,298,609.487 (meters)                     COMP
 NE1550  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 NE1550  ELLIP HEIGHT-         271.03  (meters)          (07/17/02) GPS OBS
 NE1550  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NE1550
 NE1550  HORZ ORDER  -  FIRST
 NE1550  ELLP ORDER  -  FOURTH    CLASS I
 NE1550
 NE1550.The horizontal coordinates were established by GPS observations
 NE1550.and adjusted by the National Geodetic Survey in February 1997..
 NE1550
 NE1550.The orthometric height was determined by GPS observations and a
 NE1550.high-resolution geoid model.
 NE1550
 NE1550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1550
 NE1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1550
 NE1550.The ellipsoidal height was determined by GPS observations
 NE1550.and is referenced to NAD 83.
 NE1550
 NE1550.The geoid height was determined by GEOID03.
 NE1550
 NE1550;                    North         East     Units Scale Factor Converg.
 NE1550;SPC MI S     -   127,161.696 4,050,257.516   MT  0.99991574   +0 25 01.5
 NE1550;SPC MI S     -   417,197.17 13,288,246.44   iFT  0.99991574   +0 25 01.5
 NE1550;UTM  17      - 4,724,866.021   274,240.721   MT  1.00022710   -1 51 58.6
 NE1550
 NE1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1550!SPC MI S     -   0.99995750  x   0.99991574  =   0.99987324
 NE1550!UTM  17      -   0.99995750  x   1.00022710  =   1.00018459
 NE1550
 NE1550                          SUPERSEDED SURVEY CONTROL
 NE1550
 NE1550  ELLIP H (02/03/97)  271.08   (m)                       GP(       ) 4 1
 NE1550  NAD 83(1986)-  42 38 35.36983(N)    083 45 13.69988(W) AD(       ) 1
 NE1550  NAD 83(1986)-  42 38 35.37029(N)    083 45 13.70211(W) AD(       ) 1
 NE1550  NGVD 29 (03/27/91)  304.6    (m)          999.     (f) GPS OBS        
 NE1550
 NE1550.Superseded values are not recommended for survey control.
 NE1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1550.See file dsdata.txt to determine how the superseded data were derived.
 NE1550
 NE1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7424124866(NAD 83)
 NE1550_MARKER: DS = TRIANGULATION STATION DISK
 NE1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1550_SP_SET: CONCRETE POST
 NE1550_STAMPING: 47204 1989
 NE1550_MARK LOGO: MIDT  
 NE1550_PROJECTION: FLUSH
 NE1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1550+STABILITY: SURFACE MOTION
 NE1550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1550+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2005
 NE1550
 NE1550  HISTORY     - Date     Condition        Report By
 NE1550  HISTORY     - 1989     MONUMENTED       MIDT
 NE1550  HISTORY     - 19900126 GOOD             NGS
 NE1550  HISTORY     - 19980729 GOOD             OHM
 NE1550  HISTORY     - 20051213 GOOD             INDIV
 NE1550
 NE1550                          STATION DESCRIPTION
 NE1550
 NE1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1550'THE STATION IS LOCATED IN QUAD. 420834, IN HARTLAND, IN THE NORTHWEST
 NE1550'1/4 OF SECTION 21, T-3-N, R-6-E AND ON THE HARTLAND QUADRANGLE MAP.
 NE1550'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 NE1550'HIGHWAY 59 ABOUT 2.4 KM (1.50 MI) SOUTH OF HARTLAND, GO WEST ON STATE
 NE1550'HIGHWAY 59 FOR 0.31 KM (0.20 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 NE1550'NORTH ON OLD 23 FOR 1.11 KM (0.70 MI) TO THE STATION ON THE RIGHT.
 NE1550'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1550'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 45.5 M
 NE1550'(149.3 FT) NORTH FROM A UTILITY POLE, 18.7 M (61.4 FT) EAST FROM THE
 NE1550'CENTER OF OLD 23, 4.2 M (13.8 FT) WEST FROM A FENCE AND 0.6 M
 NE1550'(2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1550'DESCRIBED BY E.J. HANSMANN.
 NE1550
 NE1550                          STATION RECOVERY (1998)
 NE1550
 NE1550'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1550'RECOVERED AS DESCRIBED.
 NE1550
 NE1550                          STATION RECOVERY (2005)
 NE1550
 NE1550'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDG)
 NE1550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1655 ***********************************************************************
 NE1655  DESIGNATION -  47205
 NE1655  PID         -  NE1655
 NE1655  STATE/COUNTY-  MI/LIVINGSTON
 NE1655  USGS QUAD   -  BRIGHTON (1983)
 NE1655
 NE1655                         *CURRENT SURVEY CONTROL
 NE1655  ___________________________________________________________________
 NE1655* NAD 83(1994)-  42 30 40.53300(N)    083 45 31.90536(W)     ADJUSTED  
 NE1655* NAVD 88     -       274.8    (meters)     902.     (feet)  GPS OBS   
 NE1655  ___________________________________________________________________
 NE1655  X           -     511,928.882 (meters)                     COMP
 NE1655  Y           -  -4,681,079.937 (meters)                     COMP
 NE1655  Z           -   4,287,799.871 (meters)                     COMP
 NE1655  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 NE1655  ELLIP HEIGHT-         241.38  (meters)          (07/17/02) GPS OBS
 NE1655  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NE1655
 NE1655  HORZ ORDER  -  FIRST
 NE1655  ELLP ORDER  -  FOURTH    CLASS I
 NE1655
 NE1655.The horizontal coordinates were established by GPS observations
 NE1655.and adjusted by the National Geodetic Survey in February 1997..
 NE1655
 NE1655.The orthometric height was determined by GPS observations and a
 NE1655.high-resolution geoid model.
 NE1655
 NE1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1655
 NE1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1655
 NE1655.The ellipsoidal height was determined by GPS observations
 NE1655.and is referenced to NAD 83.
 NE1655
 NE1655.The geoid height was determined by GEOID03.
 NE1655
 NE1655;                    North         East     Units Scale Factor Converg.
 NE1655;SPC MI S     -   112,508.374 4,049,947.900   MT  0.99992803   +0 24 49.1
 NE1655;SPC MI S     -   369,121.96 13,287,230.64   iFT  0.99992803   +0 24 49.1
 NE1655;UTM  17      - 4,710,232.125   273,347.860   MT  1.00023209   -1 51 54.2
 NE1655
 NE1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1655!SPC MI S     -   0.99996215  x   0.99992803  =   0.99989018
 NE1655!UTM  17      -   0.99996215  x   1.00023209  =   1.00019423
 NE1655
 NE1655                          SUPERSEDED SURVEY CONTROL
 NE1655
 NE1655  ELLIP H (02/03/97)  241.43   (m)                       GP(       ) 4 1
 NE1655  NAD 83(1986)-  42 30 40.53403(N)    083 45 31.92780(W) AD(       ) 1
 NE1655
 NE1655.Superseded values are not recommended for survey control.
 NE1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1655.See file dsdata.txt to determine how the superseded data were derived.
 NE1655
 NE1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7334810232(NAD 83)
 NE1655_MARKER: DD = SURVEY DISK
 NE1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1655_SP_SET: CONCRETE POST
 NE1655_STAMPING: 47205 1990
 NE1655_MARK LOGO: MIDH  
 NE1655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1655+STABILITY: SURFACE MOTION
 NE1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1655+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 NE1655
 NE1655  HISTORY     - Date     Condition        Report By
 NE1655  HISTORY     - 1990     MONUMENTED       MIDH
 NE1655  HISTORY     - 19910116 GOOD
 NE1655  HISTORY     - 20040115 GOOD             ROWEIN
 NE1655  HISTORY     - 20050831 GOOD             ADVGEO
 NE1655
 NE1655                          STATION DESCRIPTION
 NE1655
 NE1655'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NE1655'STATION IS LOCATED IN QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 5,
 NE1655'T-1-N, R-6-E, GREENOAK TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT
 NE1655'1-1/2 MILES SOUTHEAST OF BRIGHTON, 1 MILE SOUTH OF THE INTERSTATE
 NE1655'HIGHWAY 96 AND U.S. HIGHWAY 23 INTERCHANGE AND ON THE BRIGHTON
 NE1655'QUADRANGLE MAP.
 NE1655'TO REACH THE STATION FROM THE STOP LIGHT AT GRAND RIVER AVENUE AND
 NE1655'WHITMORE LAKE ROAD (OLD US 23) EAST OF BRIGHTON, GO SOUTH ON WHITMORE
 NE1655'LAKE ROAD 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT, JUST SOUTH OF
 NE1655'A RAILROAD BRIDGE OVER THE ROAD.
 NE1655'STATION IS SET FLUSH WITH GROUND.  IT IS 100 FT (30.5 M) SOUTHEAST
 NE1655'FROM AN OAK TREE, 93 FT (28.3 M) SOUTH FROM THE SOUTHWEST RAILROAD
 NE1655'BRIDGE ABUTMENT AND METAL WITNESS POST WITH SIGN, 76.0 FT (23.2 M)
 NE1655'SOUTHEAST FROM A UTILITY POLE, 54.0 FT (16.5 M) NORTHEAST FROM A
 NE1655'UTILITY POLE, 46.0 FT (14.0 M) SOUTHEAST FROM A CEDAR TREE AND 7.0 FT
 NE1655'(2.1 M) WEST OF THE CURB.
 NE1655
 NE1655                          STATION RECOVERY (1991)
 NE1655
 NE1655'RECOVERED 1991
 NE1655'RECOVERED IN GOOD CONDITION.
 NE1655
 NE1655                          STATION RECOVERY (2004)
 NE1655
 NE1655'RECOVERY NOTE BY ROWE INCORPORATED 2004 (DLS)
 NE1655'RECOVERED IN GOOD CONDITION.
 NE1655
 NE1655                          STATION RECOVERY (2005)
 NE1655
 NE1655'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1653 ***********************************************************************
 NE1653  DESIGNATION -  47206
 NE1653  PID         -  NE1653
 NE1653  STATE/COUNTY-  MI/LIVINGSTON
 NE1653  USGS QUAD   -  KENT LAKE (1983)
 NE1653
 NE1653                         *CURRENT SURVEY CONTROL
 NE1653  ___________________________________________________________________
 NE1653* NAD 83(1994)-  42 31 18.31494(N)    083 44 19.18290(W)     ADJUSTED  
 NE1653* NAVD 88     -       283.3    (meters)     929.     (feet)  GPS OBS   
 NE1653  ___________________________________________________________________
 NE1653  X           -     513,494.002 (meters)                     COMP
 NE1653  Y           -  -4,680,122.176 (meters)                     COMP
 NE1653  Z           -   4,288,664.939 (meters)                     COMP
 NE1653  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 NE1653  ELLIP HEIGHT-         249.86  (meters)          (07/12/02) GPS OBS
 NE1653  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NE1653
 NE1653  HORZ ORDER  -  FIRST
 NE1653  ELLP ORDER  -  FOURTH    CLASS I
 NE1653
 NE1653.The horizontal coordinates were established by GPS observations
 NE1653.and adjusted by the National Geodetic Survey in February 1997..
 NE1653
 NE1653.The orthometric height was determined by GPS observations and a
 NE1653.high-resolution geoid model.
 NE1653
 NE1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1653
 NE1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1653
 NE1653.The ellipsoidal height was determined by GPS observations
 NE1653.and is referenced to NAD 83.
 NE1653
 NE1653.The geoid height was determined by GEOID03.
 NE1653
 NE1653;                    North         East     Units Scale Factor Converg.
 NE1653;SPC MI S     -   113,686.258 4,051,599.219   MT  0.99992686   +0 25 38.6
 NE1653;SPC MI S     -   372,986.41 13,292,648.36   iFT  0.99992686   +0 25 38.6
 NE1653;UTM  17      - 4,711,343.747   275,045.219   MT  1.00022265   -1 51 06.3
 NE1653
 NE1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1653!SPC MI S     -   0.99996082  x   0.99992686  =   0.99988768
 NE1653!UTM  17      -   0.99996082  x   1.00022265  =   1.00018346
 NE1653
 NE1653                          SUPERSEDED SURVEY CONTROL
 NE1653
 NE1653  ELLIP H (02/03/97)  249.91   (m)                       GP(       ) 4 1
 NE1653  NAD 83(1986)-  42 31 18.31977(N)    083 44 19.21364(W) AD(       ) 1
 NE1653  NAD 83(1986)-  42 31 18.31598(N)    083 44 19.20535(W) AD(       ) 1
 NE1653
 NE1653.Superseded values are not recommended for survey control.
 NE1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1653.See file dsdata.txt to determine how the superseded data were derived.
 NE1653
 NE1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7504511344(NAD 83)
 NE1653_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1653_SP_SET: CONCRETE POST
 NE1653_STAMPING: 47206 1990
 NE1653_MARK LOGO: MIDT  
 NE1653_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1653+STABILITY: SURFACE MOTION
 NE1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1653+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 NE1653
 NE1653  HISTORY     - Date     Condition        Report By
 NE1653  HISTORY     - 1990     MONUMENTED       MIDT
 NE1653  HISTORY     - 19910116 GOOD
 NE1653  HISTORY     - 19930311 GOOD             MIDT
 NE1653  HISTORY     - 20050831 GOOD             ADVGEO
 NE1653
 NE1653                          STATION DESCRIPTION
 NE1653
 NE1653'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990
 NE1653'STATION IS LOCATED IN QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 33,
 NE1653'T-2-N, R-6-E, BRIGHTON TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT
 NE1653'1-1/2 MILES EAST OF BRIGHTON, 1 MILE WEST OF PLEASANT VALLEY ROAD AND
 NE1653'ON THE KENT LAKE QUADRANGLE MAP.
 NE1653'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND U.S. HIGHWAY
 NE1653'23 INTERCHANGE AT THE NORTHEAST CORNER OF BRIGHTON, GO EAST ON I-96
 NE1653'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1653'STATION IS SET FLUSH WITH THE GROUND, 128 FT (39.0 M) WEST FROM THE
 NE1653'CENTER OF THE  MEDIAN CROSSOVER, 96.0 FT (29.3 M) WEST FROM A SIGN
 NE1653'ALL TRUCKS USE RIGHT 2 LANES, 9.0 FT (2.7 M) NORTH OF THE CHAIN
 NE1653'LINK FENCE AND WITNESS POST WITH SIGN.
 NE1653
 NE1653                          STATION RECOVERY (1991)
 NE1653
 NE1653'RECOVERED 1991
 NE1653'RECOVERED IN GOOD CONDITION.
 NE1653
 NE1653                          STATION RECOVERY (1993)
 NE1653
 NE1653'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE1653'STATION IS LOCATED IN QUAD 420834, IN THE SOUTHEAST 1/4 OF SECTION 33,
 NE1653'T-2-N, R-6-E, BRIGHTON TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 1-1/2
 NE1653'MILES EAST OF BRIGHTON, 1 MILE (1.6 KM) WEST OF PLEASANT VALLEY ROAD
 NE1653'AND ON THE KENT LAKE QUADRANGLE MAP. TO REACH THE STATION FROM THE
 NE1653'INTERSTATE HIGHWAY 96 AND U.S. HIGHWAY 23 INTERCHANGE AT THE NORTHEAST
 NE1653'CORNER OF BRIGHTON, GO EAST ON I-96 FOR 0.8 MI (1.3 KM) TO THE STATION
 NE1653'ON THE RIGHT AS DESCRIBED. STATION IS SET FLUSH WITH THE GROUND, 128
 NE1653'FT (39.0 M) WEST FROM THE CENTER OF THE  MEDIAN CROSSOVER, 96.0 FT
 NE1653'(29.3 M) WEST FROM A SIGN (ALL TRUCKS USE RIGHT 2 LANES), 9.0 FT (2.7
 NE1653'M) NORTH OF THE CHAIN LINK FENCE AND WITNESS POST WITH SIGN.
 NE1653
 NE1653                          STATION RECOVERY (2005)
 NE1653
 NE1653'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1652 ***********************************************************************
 NE1652  DESIGNATION -  47207
 NE1652  PID         -  NE1652
 NE1652  STATE/COUNTY-  MI/LIVINGSTON
 NE1652  USGS QUAD   -  KENT LAKE (1983)
 NE1652
 NE1652                         *CURRENT SURVEY CONTROL
 NE1652  ___________________________________________________________________
 NE1652* NAD 83(1994)-  42 31 23.17750(N)    083 42 42.51802(W)     ADJUSTED  
 NE1652* NAVD 88     -       282.7    (meters)     927.     (feet)  GPS OBS   
 NE1652  ___________________________________________________________________
 NE1652  X           -     515,676.100 (meters)                     COMP
 NE1652  Y           -  -4,679,779.736 (meters)                     COMP
 NE1652  Z           -   4,288,775.087 (meters)                     COMP
 NE1652  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 NE1652  ELLIP HEIGHT-         249.21  (meters)          (07/17/02) GPS OBS
 NE1652  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NE1652
 NE1652  HORZ ORDER  -  FIRST
 NE1652  ELLP ORDER  -  FOURTH    CLASS I
 NE1652
 NE1652.The horizontal coordinates were established by GPS observations
 NE1652.and adjusted by the National Geodetic Survey in February 1997..
 NE1652
 NE1652.The orthometric height was determined by GPS observations and a
 NE1652.high-resolution geoid model.
 NE1652
 NE1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1652
 NE1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1652
 NE1652.The ellipsoidal height was determined by GPS observations
 NE1652.and is referenced to NAD 83.
 NE1652
 NE1652.The geoid height was determined by GEOID03.
 NE1652
 NE1652;                    North         East     Units Scale Factor Converg.
 NE1652;SPC MI S     -   113,853.092 4,053,804.217   MT  0.99992671   +0 26 44.3
 NE1652;SPC MI S     -   373,533.77 13,299,882.60   iFT  0.99992671   +0 26 44.3
 NE1652;UTM  17      - 4,711,422.782   277,255.748   MT  1.00021047   -1 50 01.1
 NE1652
 NE1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1652!SPC MI S     -   0.99996092  x   0.99992671  =   0.99988763
 NE1652!UTM  17      -   0.99996092  x   1.00021047  =   1.00017138
 NE1652
 NE1652                          SUPERSEDED SURVEY CONTROL
 NE1652
 NE1652  ELLIP H (02/03/97)  249.26   (m)                       GP(       ) 4 1
 NE1652  NAD 83(1986)-  42 31 23.17854(N)    083 42 42.54046(W) AD(       ) 1
 NE1652
 NE1652.Superseded values are not recommended for survey control.
 NE1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1652.See file dsdata.txt to determine how the superseded data were derived.
 NE1652
 NE1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7725611423(NAD 83)
 NE1652_MARKER: DD = SURVEY DISK
 NE1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1652_SP_SET: CONCRETE POST
 NE1652_STAMPING: 47207 1990
 NE1652_MARK LOGO: MIDH  
 NE1652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1652+STABILITY: SURFACE MOTION
 NE1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1652+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 NE1652
 NE1652  HISTORY     - Date     Condition        Report By
 NE1652  HISTORY     - 1990     MONUMENTED       MIDH
 NE1652  HISTORY     - 19910115 GOOD
 NE1652  HISTORY     - 20050805 GOOD             ADVGEO
 NE1652
 NE1652                          STATION DESCRIPTION
 NE1652
 NE1652'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NE1652'STATION IS LOCATED IN QUAD. 420834, IN THE SOUTHEAST 1/4 OF SECTION
 NE1652'34, T-2-N, R-6-E, BRIGHTON TOWNSHIP.  IT IS ABOUT 4 MILES EAST OF
 NE1652'BRIGHTON, 6 MILES NORTHEAST OF WHITMORE LAKE, 7 MILES NORTHWEST OF
 NE1652'MILFORD ON THE NORTH SIDE OF I-96 WITHIN THE RIGHT-OF-WAY AND ON THE
 NE1652'KENT LAKE QUADRANGLE MAP.
 NE1652'TO REACH THE STATION FROM INTERSTATE HIGHWAY 96 AND U.S. HIGHWAY 23
 NE1652'INTERCHANGE, GO EAST ON I-96 FOR 2.5 MI (4.0 KM) TO A MEDIAN
 NE1652'CROSSOVER, TURN AROUND USING CROSSOVER AND GO BACK WEST 0.4 MI
 NE1652'(0.6 KM) TO THE STATION ON RIGHT, NORTH OF THE WEST BOUND LANE.   IT
 NE1652'IS APPROXIMATELY 500 FT (152.4 M) EAST OF THE BEGINNING OF THE
 NE1652'PLEASANT VALLEY EXIT RAMP.
 NE1652'STATION IS 165 FT (50.3 M) WEST FROM A SQUARE BRICK PILLAR FOR THE
 NE1652'SIGN FOR THE PLEASANT VALLAY BAPTIST CHURCH, 153.0 FT (46.6 M) NORTH
 NE1652'FROM MILE MARKER POST 150, 70.0 FT (21.3 M) NORTH FROM THE EDGE OF
 NE1652'THE BITUMINOUS SHOULDER OF I-96, 47.0 FT (14.3 M) NORTHEAST FROM A
 NE1652'SMALL CEDAR TREE, 16.0 FT (4.9 M) SOUTH FROM THE RIGHT-OF-WAY FENCE
 NE1652'AND WITNESS POST WITH SIGN.
 NE1652
 NE1652                          STATION RECOVERY (1991)
 NE1652
 NE1652'RECOVERED 1991
 NE1652'RECOVERED IN GOOD CONDITION.
 NE1652
 NE1652                          STATION RECOVERY (2005)
 NE1652
 NE1652'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (SFS)
 NE1652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1656 ***********************************************************************
 NE1656  DESIGNATION -  47208
 NE1656  PID         -  NE1656
 NE1656  STATE/COUNTY-  MI/LIVINGSTON
 NE1656  USGS QUAD   -  BRIGHTON (1983)
 NE1656
 NE1656                         *CURRENT SURVEY CONTROL
 NE1656  ___________________________________________________________________
 NE1656* NAD 83(1994)-  42 33 28.77068(N)    083 49 22.31261(W)     ADJUSTED  
 NE1656* NAVD 88     -       309.0    (meters)    1014.     (feet)  GPS OBS   
 NE1656  ___________________________________________________________________
 NE1656  X           -     506,324.665 (meters)                     COMP
 NE1656  Y           -  -4,678,184.816 (meters)                     COMP
 NE1656  Z           -   4,291,648.524 (meters)                     COMP
 NE1656  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 NE1656  ELLIP HEIGHT-         275.75  (meters)          (07/17/02) GPS OBS
 NE1656  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NE1656
 NE1656  HORZ ORDER  -  FIRST
 NE1656  ELLP ORDER  -  FOURTH    CLASS I
 NE1656
 NE1656.The horizontal coordinates were established by GPS observations
 NE1656.and adjusted by the National Geodetic Survey in February 1997..
 NE1656
 NE1656.The orthometric height was determined by GPS observations and a
 NE1656.high-resolution geoid model.
 NE1656
 NE1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1656
 NE1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1656
 NE1656.The ellipsoidal height was determined by GPS observations
 NE1656.and is referenced to NAD 83.
 NE1656
 NE1656.The geoid height was determined by GEOID03.
 NE1656
 NE1656;                    North         East     Units Scale Factor Converg.
 NE1656;SPC MI S     -   117,663.148 4,044,654.916   MT  0.99992308   +0 22 12.3
 NE1656;SPC MI S     -   386,033.95 13,269,865.21   iFT  0.99992308   +0 22 12.3
 NE1656;UTM  17      - 4,715,595.055   268,262.451   MT  1.00026077   -1 54 36.2
 NE1656
 NE1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1656!SPC MI S     -   0.99995676  x   0.99992308  =   0.99987984
 NE1656!UTM  17      -   0.99995676  x   1.00026077  =   1.00021751
 NE1656
 NE1656                          SUPERSEDED SURVEY CONTROL
 NE1656
 NE1656  ELLIP H (02/03/97)  275.80   (m)                       GP(       ) 4 1
 NE1656  NAD 83(1986)-  42 33 28.77201(N)    083 49 22.33751(W) AD(       ) 1
 NE1656
 NE1656.Superseded values are not recommended for survey control.
 NE1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1656.See file dsdata.txt to determine how the superseded data were derived.
 NE1656
 NE1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6826215595(NAD 83)
 NE1656_MARKER: DD = SURVEY DISK
 NE1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1656_SP_SET: CONCRETE POST
 NE1656_STAMPING: 47208 1990
 NE1656_MARK LOGO: MIDH  
 NE1656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1656+STABILITY: SURFACE MOTION
 NE1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1656+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1991
 NE1656
 NE1656  HISTORY     - Date     Condition        Report By
 NE1656  HISTORY     - 1990     MONUMENTED       MIDH
 NE1656  HISTORY     - 19910114 GOOD
 NE1656
 NE1656                          STATION DESCRIPTION
 NE1656
 NE1656'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NE1656'STATION IS LOCATED IN QUAD 42083, IN THE SOUTHEAST 1/4 OF SECTION 14,
 NE1656'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 3 MILES
 NE1656'NORTHWEST OF BRIGHTON, 3/4 MILE EASTERLY OF DORR RD, ON THE NORTH
 NE1656'SIDE OF I-96, 1-1/4 MILES SOUTHEAST OF LAKE CHEMUNG AND ON THE
 NE1656'BRIGHTON QUADRANGLE MAP.
 NE1656'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NE1656'AVENUE INTERCHANGE (EXIT 145) WEST OF BRIGHTON, GO WEST ON I-96 FOR
 NE1656'2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT NEAR THE TOP OF A HILL AS
 NE1656'DESCRIBED.
 NE1656'STATION IS SET FLUSH WITH THE GROUND.  IT IS 190.0 FT (57.9 M)
 NE1656'NORTHWEST FROM A 18 INCH OAK, 151.0 FT (46.0 M) NORTHWEST FROM A 12
 NE1656'INCH SHAGBARK HICKORY, 44.0 FT (13.4 M) SOUTH OF THE NORTH
 NE1656'RIGHT-OF-WAY FENCE, 35 FT (10.7 M) NORTH OF THE NORTH EDGE OF THE
 NE1656'BITUMINOUS SHOULDER, 26.0 FT (7.9 M) SOUTHEAST FROM A SMALL CEDAR
 NE1656'TREE AND 3.5 FT (1.1 M) SOUTH OF A WITNESS POST WITH SIGN.
 NE1656
 NE1656                          STATION RECOVERY (1991)
 NE1656
 NE1656'RECOVERED 1991
 NE1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1658 ***********************************************************************
 NE1658  DESIGNATION -  47209
 NE1658  PID         -  NE1658
 NE1658  STATE/COUNTY-  MI/LIVINGSTON
 NE1658  USGS QUAD   -  HOWELL (1983)
 NE1658
 NE1658                         *CURRENT SURVEY CONTROL
 NE1658  ___________________________________________________________________
 NE1658* NAD 83(1994)-  42 34 43.24457(N)    083 53 27.38238(W)     ADJUSTED  
 NE1658* NAVD 88     -       304.4    (meters)     999.     (feet)  GPS OBS   
 NE1658  ___________________________________________________________________
 NE1658  X           -     500,600.214 (meters)                     COMP
 NE1658  Y           -  -4,677,234.026 (meters)                     COMP
 NE1658  Z           -   4,293,337.987 (meters)                     COMP
 NE1658  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 NE1658  ELLIP HEIGHT-         271.26  (meters)          (07/17/02) GPS OBS
 NE1658  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NE1658
 NE1658  HORZ ORDER  -  FIRST
 NE1658  ELLP ORDER  -  FOURTH    CLASS I
 NE1658
 NE1658.The horizontal coordinates were established by GPS observations
 NE1658.and adjusted by the National Geodetic Survey in February 1997..
 NE1658
 NE1658.The orthometric height was determined by GPS observations and a
 NE1658.high-resolution geoid model.
 NE1658
 NE1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1658
 NE1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1658
 NE1658.The ellipsoidal height was determined by GPS observations
 NE1658.and is referenced to NAD 83.
 NE1658
 NE1658.The geoid height was determined by GEOID03.
 NE1658
 NE1658;                    North         East     Units Scale Factor Converg.
 NE1658;SPC MI S     -   119,927.109 4,039,051.946   MT  0.99992109   +0 19 25.5
 NE1658;SPC MI S     -   393,461.64 13,251,482.76   iFT  0.99992109   +0 19 25.5
 NE1658;UTM  17      - 4,718,081.046   262,752.048   MT  1.00029256   -1 57 24.9
 NE1658
 NE1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1658!SPC MI S     -   0.99995746  x   0.99992109  =   0.99987855
 NE1658!UTM  17      -   0.99995746  x   1.00029256  =   1.00025001
 NE1658
 NE1658                          SUPERSEDED SURVEY CONTROL
 NE1658
 NE1658  ELLIP H (02/03/97)  271.31   (m)                       GP(       ) 4 1
 NE1658  NAD 83(1986)-  42 34 43.24567(N)    083 53 27.40493(W) AD(       ) 1
 NE1658
 NE1658.Superseded values are not recommended for survey control.
 NE1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1658.See file dsdata.txt to determine how the superseded data were derived.
 NE1658
 NE1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6275218081(NAD 83)
 NE1658_MARKER: DD = SURVEY DISK
 NE1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1658_SP_SET: CONCRETE POST
 NE1658_STAMPING: 47209 1990
 NE1658_MARK LOGO: MIDH  
 NE1658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1658+STABILITY: SURFACE MOTION
 NE1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1658+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 NE1658
 NE1658  HISTORY     - Date     Condition        Report By
 NE1658  HISTORY     - 1990     MONUMENTED       MIDH
 NE1658  HISTORY     - 19910109 GOOD
 NE1658
 NE1658                          STATION DESCRIPTION
 NE1658
 NE1658'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NE1658'STATION IS LOCATED IN QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 4,
 NE1658'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY. IT IS ABOUT 2-3/4
 NE1658'MILES SOUTHEAST OF HOWELL, 1/2 MILE EAST OF CHILSON RD, ALONG THE
 NE1658'SOUTH RIGHT-OF-WAY OF INTERSTATE HIGHWAY 96 AND ON THE HOWELL
 NE1658'QUADRANGLE MAP.
 NE1658'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND PINCKNEY ROAD
 NE1658'INTERCHANGE ABOUT 3/4 OF A MILE SOUTH OF HOWELL, GO SOUTHEASTERLY ON
 NE1658'I-96 FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1658'STATION IS SET FLUSH WITH THE GROUND.  IT IS 60 FT (18.3 M) SOUTH FROM
 NE1658'THE SOUTH EDGE OF I-96, 17.5 FT (5.3 M) NORTHWEST FROM A FENCE TO THE
 NE1658'SOUTH, 14.0 FT (4.3 M) NORTHEAST FROM THE SOUTH RIGHT-OF-WAY FENCE
 NE1658'AND THE WITNESS POST WITH SIGN.
 NE1658
 NE1658                          STATION RECOVERY (1991)
 NE1658
 NE1658'RECOVERED 1991
 NE1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1659 ***********************************************************************
 NE1659  DESIGNATION -  47210
 NE1659  PID         -  NE1659
 NE1659  STATE/COUNTY-  MI/LIVINGSTON
 NE1659  USGS QUAD   -  HOWELL (1983)
 NE1659
 NE1659                         *CURRENT SURVEY CONTROL
 NE1659  ___________________________________________________________________
 NE1659* NAD 83(1994)-  42 35 00.52443(N)    083 54 01.14398(W)     ADJUSTED  
 NE1659* NAVD 88     -       295.1    (meters)     968.     (feet)  GPS OBS   
 NE1659  ___________________________________________________________________
 NE1659  X           -     499,795.570 (meters)                     COMP
 NE1659  Y           -  -4,676,950.354 (meters)                     COMP
 NE1659  Z           -   4,293,724.332 (meters)                     COMP
 NE1659  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 NE1659  ELLIP HEIGHT-         261.98  (meters)          (07/17/02) GPS OBS
 NE1659  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE1659
 NE1659  HORZ ORDER  -  FIRST
 NE1659  ELLP ORDER  -  FOURTH    CLASS I
 NE1659
 NE1659.The horizontal coordinates were established by GPS observations
 NE1659.and adjusted by the National Geodetic Survey in February 1997..
 NE1659
 NE1659.The orthometric height was determined by GPS observations and a
 NE1659.high-resolution geoid model.
 NE1659
 NE1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1659
 NE1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1659
 NE1659.The ellipsoidal height was determined by GPS observations
 NE1659.and is referenced to NAD 83.
 NE1659
 NE1659.The geoid height was determined by GEOID03.
 NE1659
 NE1659;                    North         East     Units Scale Factor Converg.
 NE1659;SPC MI S     -   120,455.953 4,038,279.153   MT  0.99992065   +0 19 02.5
 NE1659;SPC MI S     -   395,196.70 13,248,947.35   iFT  0.99992065   +0 19 02.5
 NE1659;UTM  17      - 4,718,640.434   262,000.632   MT  1.00029696   -1 57 48.5
 NE1659
 NE1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1659!SPC MI S     -   0.99995892  x   0.99992065  =   0.99987957
 NE1659!UTM  17      -   0.99995892  x   1.00029696  =   1.00025586
 NE1659
 NE1659                          SUPERSEDED SURVEY CONTROL
 NE1659
 NE1659  ELLIP H (02/03/97)  262.03   (m)                       GP(       ) 4 1
 NE1659  NAD 83(1986)-  42 35 00.52552(N)    083 54 01.16653(W) AD(       ) 1
 NE1659
 NE1659.Superseded values are not recommended for survey control.
 NE1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1659.See file dsdata.txt to determine how the superseded data were derived.
 NE1659
 NE1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6200118640(NAD 83)
 NE1659_MARKER: DD = SURVEY DISK
 NE1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1659_SP_SET: CONCRETE POST
 NE1659_STAMPING: 47210 1990
 NE1659_MARK LOGO: MIDH  
 NE1659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1659+STABILITY: SURFACE MOTION
 NE1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1659+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 NE1659
 NE1659  HISTORY     - Date     Condition        Report By
 NE1659  HISTORY     - 1990     MONUMENTED       MIDH
 NE1659  HISTORY     - 19910108 GOOD
 NE1659
 NE1659                          STATION DESCRIPTION
 NE1659
 NE1659'DESCRIBED BY MI DEPT OF HIGHWAYS 1990
 NE1659'STATION IS LOCATED ON QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 7,
 NE1659'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY. IT IS ABOUT 3 MILES
 NE1659'SOUTHEAST OF HOWELL, 7-1/2 MILES NORTHWEST OF BRIGHTON, ON THE NORTH
 NE1659'SIDE OF I-96, 1/4 MILE WEST OF CHILSON ROAD AND ON THE HOWELL
 NE1659'QUADRANGLE MAP.
 NE1659'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 96 AND PINCKNEY ROAD
 NE1659'(D-19) INTERCHANGE ABOUT 3/4 MILE SOUTH OF HOWELL, GO 2.4 MI
 NE1659'(3.9 KM) SOUTHEAST ON I-96 TO A MEDIAN CROSSOVER, TURN AROUND USING
 NE1659'THE CROSSOVER AND GO BACK NORTHWEST 0.3 MI (0.5 KM) TO CHILSON ROAD
 NE1659'THEN CONTINUE NORTHWEST 0.2 MI (0.3 KM) PAST CHILSON ROAD A TOTAL
 NE1659'DISTANCE OF 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT NEAR THE TOP
 NE1659'OF A HILL.
 NE1659'STATION IS SET FLUSH WITH THE GROUND.  IT IS 105.0 FT (32.0 M)
 NE1659'SOUTHWEST FROM A BOX ELDER TREE THAT IS 3 FT (0.9 M) NORTH OF THE
 NE1659'RIGHT-OF-WAY FENCE, 80 FT (24.4 M) NORTH OF THE EDGE OF BITUMINOUS,
 NE1659'11.0 FT (3.4 M) SOUTH FROM THE NORTH RIGHT-OF-WAY FENCE AND A METAL
 NE1659'WITNESS POST WITH SIGN.
 NE1659
 NE1659                          STATION RECOVERY (1991)
 NE1659
 NE1659'RECOVERED 1991
 NE1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5856 ***********************************************************************
 AA5856  DESIGNATION -  47211
 AA5856  PID         -  AA5856
 AA5856  STATE/COUNTY-  MI/LIVINGSTON
 AA5856  USGS QUAD   -  KENT LAKE (1983)
 AA5856
 AA5856                         *CURRENT SURVEY CONTROL
 AA5856  ___________________________________________________________________
 AA5856* NAD 83(1994)-  42 31 07.65105(N)    083 40 44.85792(W)     ADJUSTED  
 AA5856* NAVD 88     -       280.1    (meters)     919.     (feet)  GPS OBS   
 AA5856  ___________________________________________________________________
 AA5856  X           -     518,380.956 (meters)                     COMP
 AA5856  Y           -  -4,679,804.784 (meters)                     COMP
 AA5856  Z           -   4,288,420.237 (meters)                     COMP
 AA5856  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AA5856  ELLIP HEIGHT-         246.65  (meters)          (07/12/02) GPS OBS
 AA5856  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AA5856
 AA5856  HORZ ORDER  -  FIRST
 AA5856  ELLP ORDER  -  FOURTH    CLASS I
 AA5856
 AA5856.The horizontal coordinates were established by GPS observations
 AA5856.and adjusted by the National Geodetic Survey in February 1997..
 AA5856
 AA5856.The orthometric height was determined by GPS observations and a
 AA5856.high-resolution geoid model.
 AA5856
 AA5856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5856
 AA5856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5856
 AA5856.The ellipsoidal height was determined by GPS observations
 AA5856.and is referenced to NAD 83.
 AA5856
 AA5856.The geoid height was determined by GEOID03.
 AA5856
 AA5856;                    North         East     Units Scale Factor Converg.
 AA5856;SPC MI S     -   113,395.459 4,056,493.397   MT  0.99992719   +0 28 04.4
 AA5856;SPC MI S     -   372,032.35 13,308,705.37   iFT  0.99992719   +0 28 04.4
 AA5856;UTM  17      - 4,710,858.405   279,925.338   MT  1.00019593   -1 48 40.9
 AA5856
 AA5856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5856!SPC MI S     -   0.99996132  x   0.99992719  =   0.99988851
 AA5856!UTM  17      -   0.99996132  x   1.00019593  =   1.00015724
 AA5856
 AA5856                          SUPERSEDED SURVEY CONTROL
 AA5856
 AA5856  ELLIP H (02/03/97)  246.72   (m)                       GP(       ) 4 1
 AA5856  NAD 83(1986)-  42 31 07.65443(N)    083 40 44.88571(W) AD(       ) 1
 AA5856
 AA5856.Superseded values are not recommended for survey control.
 AA5856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5856.See file dsdata.txt to determine how the superseded data were derived.
 AA5856
 AA5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7992510858(NAD 83)
 AA5856_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5856_STAMPING: 47211 1993
 AA5856_MARK LOGO: MIDT  
 AA5856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5856+STABILITY: SURFACE MOTION
 AA5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5856+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 AA5856
 AA5856  HISTORY     - Date     Condition        Report By
 AA5856  HISTORY     - 1993     MONUMENTED       MIDT
 AA5856  HISTORY     - 20050830 GOOD             ADVGEO
 AA5856
 AA5856                          STATION DESCRIPTION
 AA5856
 AA5856'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5856'STATION IS LOCATED IN QUAD 420834 ON THE KENT LAKE QUADRANGLE MAP. IT
 AA5856'IS IN THE SOUTHEAST 1/4 OF SECTION 36, T-1-N, R-6-E, BRIGHTON
 AA5856'TOWNSHIP.  ABOUT 3.3 MI (5.3 KM) WESTERLY OF NEW HUDSON, 4.0 MI (6.4
 AA5856'KM) NORTHWEST OF SOUTH LYON, 5.2 MI (8.4 KM) EAST OF BRIGHTON AND ON
 AA5856'HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH FROM THE INTERSECTION OF
 AA5856'INTERSTATE 96 AND KENT LAKE ROAD OVERPASS, GO WEST ALONG INTERSTATE 96
 AA5856'FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT. STATION IS 109.5 FT
 AA5856'(33.4 M) SOUTHEAST FROM THE CENTER POST OF THE (KENSINGTON METRO PARK
 AA5856'GOLF COURSE) SIGN, 78.0 FT (23.8 M) NORTH FROM INTERSTATE 96 WESTBOUND
 AA5856'EDGE OF PAVEMENT, 49.0 FT (14.9 M) NORTHEAST FROM WEST LEG OF AN
 AA5856'EMERGENCY CAR PHONES SIGN, AND 7.4 FT (2.3 M) SOUTH FROM A METAL
 AA5856'WITNESS POST WITH SIGN.
 AA5856
 AA5856                          STATION RECOVERY (2005)
 AA5856
 AA5856'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 AA5856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0076 ***********************************************************************
 PK0076  DESIGNATION -  47.85 DMRR
 PK0076  PID         -  PK0076
 PK0076  STATE/COUNTY-  MI/IOSCO
 PK0076  USGS QUAD   -  NATIONAL CITY (1976)
 PK0076
 PK0076                         *CURRENT SURVEY CONTROL
 PK0076  ___________________________________________________________________
 PK0076* NAD 83(1986)-  44 14 02.     (N)    083 42 04.     (W)     SCALED    
 PK0076* NAVD 88     -       203.234  (meters)     666.78   (feet)  ADJUSTED  
 PK0076  ___________________________________________________________________
 PK0076  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0076  DYNAMIC HT  -         203.205 (meters)     666.68  (feet)  COMP
 PK0076  MODELED GRAV-     980,470.3   (mgal)                       NAVD 88
 PK0076
 PK0076  VERT ORDER  -  FIRST     CLASS II
 PK0076
 PK0076.The horizontal coordinates were scaled from a topographic map and have
 PK0076.an estimated accuracy of +/- 6 seconds.
 PK0076
 PK0076.The orthometric height was determined by differential leveling
 PK0076.and adjusted by the National Geodetic Survey in June 1991..
 PK0076
 PK0076.The geoid height was determined by GEOID03.
 PK0076
 PK0076.The dynamic height is computed by dividing the NAVD 88
 PK0076.geopotential number by the normal gravity value computed on the
 PK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0076.degrees latitude (g = 980.6199 gals.).
 PK0076
 PK0076.The modeled gravity was interpolated from observed gravity values.
 PK0076
 PK0076;                    North         East    Units  Estimated Accuracy
 PK0076;SPC MI C     -   102,140.    6,053,170.      MT  (+/- 180 meters Scaled)
 PK0076
 PK0076                          SUPERSEDED SURVEY CONTROL
 PK0076
 PK0076  NGVD 29 (??/??/92)  203.426  (m)          667.41   (f) ADJ UNCH    1 2
 PK0076
 PK0076.Superseded values are not recommended for survey control.
 PK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0076.See file dsdata.txt to determine how the superseded data were derived.
 PK0076
 PK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK842013(NAD 83)
 PK0076_MARKER: Q = CHISELED SQUARE
 PK0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0076+STABILITY: SURFACE MOTION
 PK0076
 PK0076  HISTORY     - Date     Condition        Report By
 PK0076  HISTORY     - UNK      MONUMENTED       DMRR
 PK0076  HISTORY     - 1934     GOOD             NGS
 PK0076  HISTORY     - 1983     GOOD             NGS
 PK0076  HISTORY     - 1989     GOOD             USPSQD
 PK0076
 PK0076                          STATION DESCRIPTION
 PK0076
 PK0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PK0076'1 MI W FROM MC IVOR.
 PK0076'1.0 MILE WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0076'POST OFFICE AT MC IVOR, IOSCO COUNTY, 1/8 MILE WEST OF MILEPOST
 PK0076'48, 40 YARDS NORTH OF A HIGHWAY BRIDGE OVER A STREAM, 15 YARDS
 PK0076'NORTH OF A PUMP HOUSE, AT RAILWAY BRIDGE 47.85, ON THE TOP OF
 PK0076'THE SOUTH END OF THE WEST ABUTMENT, AND ABOUT LEVEL WITH THE
 PK0076'BASE OF THE RAIL.  A CHISELED SQUARE.
 PK0076
 PK0076                          STATION RECOVERY (1983)
 PK0076
 PK0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0076'RECOVERED IN GOOD CONDITION.
 PK0076
 PK0076                          STATION RECOVERY (1989)
 PK0076
 PK0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (ES)
 PK0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0377 ***********************************************************************
 NE0377  DESIGNATION -  48 1/2
 NE0377  PID         -  NE0377
 NE0377  STATE/COUNTY-  MI/OAKLAND
 NE0377  USGS QUAD   -  WALLED LAKE (1983)
 NE0377
 NE0377                         *CURRENT SURVEY CONTROL
 NE0377  ___________________________________________________________________
 NE0377* NAD 83(1986)-  42 32 09.     (N)    083 29 52.     (W)     SCALED    
 NE0377* NAVD 88     -       286.628  (meters)     940.38   (feet)  ADJUSTED  
 NE0377  ___________________________________________________________________
 NE0377  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NE0377  DYNAMIC HT  -         286.545 (meters)     940.11  (feet)  COMP
 NE0377  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NE0377
 NE0377  VERT ORDER  -  SECOND    CLASS 0
 NE0377
 NE0377.The horizontal coordinates were scaled from a topographic map and have
 NE0377.an estimated accuracy of +/- 6 seconds.
 NE0377
 NE0377.The orthometric height was determined by differential leveling
 NE0377.and adjusted by the National Geodetic Survey in June 1991..
 NE0377
 NE0377.The geoid height was determined by GEOID03.
 NE0377
 NE0377.The dynamic height is computed by dividing the NAVD 88
 NE0377.geopotential number by the normal gravity value computed on the
 NE0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0377.degrees latitude (g = 980.6199 gals.).
 NE0377
 NE0377.The modeled gravity was interpolated from observed gravity values.
 NE0377
 NE0377;                    North         East    Units  Estimated Accuracy
 NE0377;SPC MI S     -   115,430.    4,071,370.      MT  (+/- 180 meters Scaled)
 NE0377
 NE0377                          SUPERSEDED SURVEY CONTROL
 NE0377
 NE0377  NGVD 29 (??/??/92)  286.751  (m)          940.78   (f) ADJ UNCH    2 0
 NE0377
 NE0377.Superseded values are not recommended for survey control.
 NE0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0377.See file dsdata.txt to determine how the superseded data were derived.
 NE0377
 NE0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH948122(NAD 83)
 NE0377_MARKER: B = BOLT
 NE0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0377_STAMPING: 48-1/2
 NE0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0377+STABILITY: SURFACE MOTION
 NE0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0377+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 NE0377
 NE0377  HISTORY     - Date     Condition        Report By
 NE0377  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0377  HISTORY     - 1934     GOOD             NGS
 NE0377  HISTORY     - 20000808 GOOD             WOOLPT
 NE0377  HISTORY     - 20040306 GOOD             USPSQD
 NE0377  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0377
 NE0377                          STATION DESCRIPTION
 NE0377
 NE0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0377'2.3 MI E FROM WIXOM.
 NE0377'2.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0377'STATION AT WIXOM, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0377'R 49, 0.5 MILE EAST OF A DIRT-ROAD CROSSING, 132 YARDS WEST OF
 NE0377'POWER-TRANSMISSION LINE POLE 509, 24 FEET NORTH OF THE NORTH
 NE0377'RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0377'BOLT, STAMPED 48-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0377
 NE0377                          STATION RECOVERY (2000)
 NE0377
 NE0377'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0377'RECOVERED IN GOOD CONDITION.
 NE0377
 NE0377                          STATION RECOVERY (2004)
 NE0377
 NE0377'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 NE0377'RECOVERED IN GOOD CONDITION.
 NE0377
 NE0377                          STATION RECOVERY (2006)
 NE0377
 NE0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0760 ***********************************************************************
 NE0760  DESIGNATION -  48 1/2
 NE0760  PID         -  NE0760
 NE0760  STATE/COUNTY-  MI/OAKLAND
 NE0760  USGS QUAD   -  FENTON (1983)
 NE0760
 NE0760                         *CURRENT SURVEY CONTROL
 NE0760  ___________________________________________________________________
 NE0760* NAD 83(1994)-  42 47 48.94205(N)    083 39 37.44041(W)     ADJUSTED  
 NE0760* NAVD 88     -       275.639  (meters)     904.33   (feet)  ADJUSTED  
 NE0760  ___________________________________________________________________
 NE0760  X           -     517,598.212 (meters)                     COMP
 NE0760  Y           -  -4,658,822.382 (meters)                     COMP
 NE0760  Z           -   4,311,139.940 (meters)                     COMP
 NE0760  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 NE0760  ELLIP HEIGHT-         241.83  (meters)          (07/12/02) GPS OBS
 NE0760  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NE0760  DYNAMIC HT  -         275.561 (meters)     904.07  (feet)  COMP
 NE0760  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 NE0760
 NE0760  HORZ ORDER  -  FIRST
 NE0760  VERT ORDER  -  SECOND    CLASS 0
 NE0760  ELLP ORDER  -  FOURTH    CLASS I
 NE0760
 NE0760.The horizontal coordinates were established by GPS observations
 NE0760.and adjusted by the National Geodetic Survey in February 1997..
 NE0760
 NE0760.The orthometric height was determined by differential leveling
 NE0760.and adjusted by the National Geodetic Survey in June 1991..
 NE0760
 NE0760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0760
 NE0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0760
 NE0760.The ellipsoidal height was determined by GPS observations
 NE0760.and is referenced to NAD 83.
 NE0760
 NE0760.The geoid height was determined by GEOID03.
 NE0760
 NE0760.The dynamic height is computed by dividing the NAVD 88
 NE0760.geopotential number by the normal gravity value computed on the
 NE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0760.degrees latitude (g = 980.6199 gals.).
 NE0760
 NE0760.The modeled gravity was interpolated from observed gravity values.
 NE0760
 NE0760;                    North         East     Units Scale Factor Converg.
 NE0760;SPC MI S     -   144,301.583 4,057,772.959   MT  0.99990806   +0 28 50.3
 NE0760;SPC MI S     -   473,430.39 13,312,903.41   iFT  0.99990806   +0 28 50.3
 NE0760;UTM  17      - 4,741,697.412   282,436.293   MT  1.00018237   -1 48 29.5
 NE0760
 NE0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0760!SPC MI S     -   0.99996208  x   0.99990806  =   0.99987014
 NE0760!UTM  17      -   0.99996208  x   1.00018237  =   1.00014444
 NE0760
 NE0760                          SUPERSEDED SURVEY CONTROL
 NE0760
 NE0760  ELLIP H (02/03/97)  241.86   (m)                       GP(       ) 4 1
 NE0760  NAD 83(1986)-  42 47 48.94310(N)    083 39 37.46923(W) AD(       ) 1
 NE0760  NAVD 88 (04/30/95)  275.64   (m)          904.3    (f) LEVELING    3  
 NE0760  NGVD 29 (??/??/92)  275.747  (m)          904.68   (f) ADJ UNCH    2 0
 NE0760
 NE0760.Superseded values are not recommended for survey control.
 NE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0760.See file dsdata.txt to determine how the superseded data were derived.
 NE0760
 NE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8243641697(NAD 83)
 NE0760_MARKER: B = BOLT
 NE0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0760_STAMPING: 48 1/2
 NE0760_MARK LOGO: GTWRR 
 NE0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0760+STABILITY: SURFACE MOTION
 NE0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0760+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0760
 NE0760  HISTORY     - Date     Condition        Report By
 NE0760  HISTORY     - 1942     MONUMENTED       GTWRR
 NE0760  HISTORY     - 1942     GOOD             NGS
 NE0760  HISTORY     - 19931008 GOOD             WADTRI
 NE0760  HISTORY     - 19970214 GOOD             LOCENG
 NE0760  HISTORY     - 19970214 GOOD             LOCENG
 NE0760  HISTORY     - 20060310 GOOD             INDIV
 NE0760
 NE0760                          STATION DESCRIPTION
 NE0760
 NE0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0760'2 MI NW FROM HOLLY.
 NE0760'2.0 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0760'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0760'MILEPOST D 48, 283 YARDS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 NE0760'155 YARDS NORTHWEST OF THE NORTHWEST ABUTMENT OF BRIDGE 48.39,
 NE0760'43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 7.5 FEET SOUTH OF A
 NE0760'4-INCH OAK TREE, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 NE0760'AND ABOUT 3 FEET LOWER THAN THE RAIL.  A COPPER BOLT, STAMPED
 NE0760'48-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0760
 NE0760                          STATION RECOVERY (1993)
 NE0760
 NE0760'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (MTM)
 NE0760'RECOVERED AS DESCRIBED.
 NE0760
 NE0760                          STATION RECOVERY (1997)
 NE0760
 NE0760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0760'TO REACH FROM HOLLY, GO NORTHWEST ALONG THE GRAND TRUNK WESTERN
 NE0760'RAILRAW FOR 2.0 MI (3.2 KM) TO STATION.  IT 0.5 MI (0.8 KM) NORTHWEST
 NE0760'OF MILEPOST D 48, 283.0 YARDS SOUTHEAST OF A PRIVATE ROAD CROSSING,
 NE0760'155.0 YARDS NORTHWEST OF THE NORTHWEST ABUTMENT OF A BRIDGE, 43.7 FT
 NE0760'(13.3 M) NORTHEAST OF THE NORTHEAST RAIL, 7.5 FT (2.3 M) SOUTH OF A
 NE0760'4-INCH OAK TREE, 2.0 FT (0.6 M) SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 NE0760'ABOUT 3.0 FT (0.9 M) LOWER THAN THE RAIL, MARKED WITH A 1-INCH BY
 NE0760'4-INCH WOODEN PADDLE.
 NE0760
 NE0760                          STATION RECOVERY (1997)
 NE0760
 NE0760'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0760'STATION IS 2.0 MILES (3.2 KM) NORTHWEST ALONG THE GRAND TRUNK WESTERN
 NE0760'RAILWAY FROM THE STATION AT HOLL, OAKLAND COUNTY, 0.5 MI (0.8 KM)
 NE0760'NORTHWEST FROM MILEPOST D-48, 283.0 YARDS SOUTHEAST FROM A PRIVATE
 NE0760'ROAD CROSSING, 155.0 YARDS NORTHWEST OF THE NORTHWEST ABUTMENT OF A
 NE0760'BRIDGE, 43.7 FT (13.3 M) NORTHEAST OF THE NORTHEAST RAIL, 7.5 FEET
 NE0760'(2.3 M) SOUTH OF A 4-INCH OAK TREE, 2.0 FT (0.6 M) SOUTHWEST OF THE
 NE0760'R/W FENCE, AOUTH 3.0 FEET (0.9 M) LOWER THAN THE RAIL AND MARKED WITH
 NE0760'A 1 INCH BY 4 INCH WOODEN PADDLE.
 NE0760
 NE0760                          STATION RECOVERY (2006)
 NE0760
 NE0760'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0760'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0297 ***********************************************************************
 OK0297  DESIGNATION -  48 1/2
 OK0297  PID         -  OK0297
 OK0297  STATE/COUNTY-  MI/KENT
 OK0297  USGS QUAD   -  EVANS (1982)
 OK0297
 OK0297                         *CURRENT SURVEY CONTROL
 OK0297  ___________________________________________________________________
 OK0297* NAD 83(1986)-  43 11 40.     (N)    085 24 25.     (W)     SCALED    
 OK0297* NAVD 88     -       261.558  (meters)     858.13   (feet)  ADJUSTED  
 OK0297  ___________________________________________________________________
 OK0297  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 OK0297  DYNAMIC HT  -         261.499 (meters)     857.93  (feet)  COMP
 OK0297  MODELED GRAV-     980,388.1   (mgal)                       NAVD 88
 OK0297
 OK0297  VERT ORDER  -  SECOND    CLASS 0
 OK0297
 OK0297.The horizontal coordinates were scaled from a topographic map and have
 OK0297.an estimated accuracy of +/- 6 seconds.
 OK0297
 OK0297.The orthometric height was determined by differential leveling
 OK0297.and adjusted by the National Geodetic Survey in June 1991..
 OK0297
 OK0297.The geoid height was determined by GEOID03.
 OK0297
 OK0297.The dynamic height is computed by dividing the NAVD 88
 OK0297.geopotential number by the normal gravity value computed on the
 OK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0297.degrees latitude (g = 980.6199 gals.).
 OK0297
 OK0297.The modeled gravity was interpolated from observed gravity values.
 OK0297
 OK0297;                    North         East    Units  Estimated Accuracy
 OK0297;SPC MI S     -   188,740.    3,915,450.      MT  (+/- 180 meters Scaled)
 OK0297
 OK0297                          SUPERSEDED SURVEY CONTROL
 OK0297
 OK0297  NGVD 29 (??/??/92)  261.686  (m)          858.55   (f) ADJ UNCH    2 0
 OK0297
 OK0297.Superseded values are not recommended for survey control.
 OK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0297.See file dsdata.txt to determine how the superseded data were derived.
 OK0297
 OK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN294836(NAD 83)
 OK0297_MARKER: Z = SEE DESCRIPTION
 OK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0297_STAMPING: 48-1/2
 OK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0297+STABILITY: SURFACE MOTION
 OK0297
 OK0297  HISTORY     - Date     Condition        Report By
 OK0297  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0297  HISTORY     - 1934     GOOD             NGS
 OK0297  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0297
 OK0297                          STATION DESCRIPTION
 OK0297
 OK0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0297'0.5 MI E FROM HARVARD.
 OK0297'0.5 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0297'AT HARVARD, 27 FEET NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 OK0297'LOWER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 48-1/2 AND
 OK0297'SET IN THE TOP OF A CONCRETE POST.
 OK0297
 OK0297                          STATION RECOVERY (1969)
 OK0297
 OK0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0398 ***********************************************************************
 RJ0398  DESIGNATION -  48 DFC
 RJ0398  PID         -  RJ0398
 RJ0398  STATE/COUNTY-  MI/MACKINAC
 RJ0398  USGS QUAD   -  EPOUFETTE (1975)
 RJ0398
 RJ0398                         *CURRENT SURVEY CONTROL
 RJ0398  ___________________________________________________________________
 RJ0398* NAD 83(1986)-  46 04 06.     (N)    085 13 28.     (W)     SCALED    
 RJ0398* NAVD 88     -       180.810  (meters)     593.21   (feet)  ADJUSTED  
 RJ0398  ___________________________________________________________________
 RJ0398  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0398  DYNAMIC HT  -         180.821 (meters)     593.24  (feet)  COMP
 RJ0398  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 RJ0398
 RJ0398  VERT ORDER  -  FIRST     CLASS 0
 RJ0398
 RJ0398.The horizontal coordinates were scaled from a topographic map and have
 RJ0398.an estimated accuracy of +/- 6 seconds.
 RJ0398
 RJ0398.The orthometric height was determined by differential leveling
 RJ0398.and adjusted by the National Geodetic Survey in June 1991..
 RJ0398
 RJ0398.The geoid height was determined by GEOID03.
 RJ0398
 RJ0398.The dynamic height is computed by dividing the NAVD 88
 RJ0398.geopotential number by the normal gravity value computed on the
 RJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0398.degrees latitude (g = 980.6199 gals.).
 RJ0398
 RJ0398.The modeled gravity was interpolated from observed gravity values.
 RJ0398
 RJ0398;                    North         East    Units  Estimated Accuracy
 RJ0398;SPC MI N     -   144,360.    8,137,350.      MT  (+/- 180 meters Scaled)
 RJ0398
 RJ0398                          SUPERSEDED SURVEY CONTROL
 RJ0398
 RJ0398  NGVD 29 (??/??/92)  180.851  (m)          593.34   (f) ADJ UNCH    1 0
 RJ0398
 RJ0398.Superseded values are not recommended for survey control.
 RJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0398.See file dsdata.txt to determine how the superseded data were derived.
 RJ0398
 RJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS373031(NAD 83)
 RJ0398_MARKER: DD = SURVEY DISK
 RJ0398_SETTING: 80 = SET IN A BOULDER
 RJ0398_SP_SET: BOULDER
 RJ0398_STAMPING: 48 DFC 1958 593
 RJ0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0398+STABILITY: SURFACE MOTION
 RJ0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0398+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0398
 RJ0398  HISTORY     - Date     Condition        Report By
 RJ0398  HISTORY     - 1958     MONUMENTED       USGS
 RJ0398  HISTORY     - 1972     GOOD             NGS
 RJ0398  HISTORY     - 19950815 GOOD             USPSQD
 RJ0398  HISTORY     - 20030606 GOOD             USPSQD
 RJ0398  HISTORY     - 20060830 GOOD             USPSQD
 RJ0398
 RJ0398                          STATION DESCRIPTION
 RJ0398
 RJ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0398'9.6 MI NW FROM BREVORT.
 RJ0398'ABOUT 9.55 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0398'LUTHERAN CHURCH AT BREVORT, ABOUT 0.3 MILE WEST OF A BRIDGE
 RJ0398'OVER PEQUIN CREEK, AT THE EAST END OF AN OLD WOODS ROAD, SET IN
 RJ0398'THE TOP AND ABOUT IN THE CENTER OF A BOULDER THAT IS 3 FEET
 RJ0398'LONG- 2 FEET WIDE AND PROJECTS 1/2 FOOT ABOVE THE GROUND, 77 1/2
 RJ0398'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 1/2 FEET
 RJ0398'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 6, T 42 N, R 7 W.
 RJ0398
 RJ0398                          STATION RECOVERY (1995)
 RJ0398
 RJ0398'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0398'RECOVERED IN GOOD CONDITION.
 RJ0398
 RJ0398                          STATION RECOVERY (2003)
 RJ0398
 RJ0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0398'RECOVERED IN GOOD CONDITION.
 RJ0398
 RJ0398                          STATION RECOVERY (2006)
 RJ0398
 RJ0398'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0758 ***********************************************************************
 NE0758  DESIGNATION -  49 1/2
 NE0758  PID         -  NE0758
 NE0758  STATE/COUNTY-  MI/OAKLAND
 NE0758  USGS QUAD   -  FENTON (1983)
 NE0758
 NE0758                         *CURRENT SURVEY CONTROL
 NE0758  ___________________________________________________________________
 NE0758* NAD 83(1986)-  42 47 35.     (N)    083 40 45.     (W)     SCALED    
 NE0758* NAVD 88     -       277.664  (meters)     910.97   (feet)  ADJUSTED  
 NE0758  ___________________________________________________________________
 NE0758  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NE0758  DYNAMIC HT  -         277.586 (meters)     910.71  (feet)  COMP
 NE0758  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 NE0758
 NE0758  VERT ORDER  -  SECOND    CLASS 0
 NE0758
 NE0758.The horizontal coordinates were scaled from a topographic map and have
 NE0758.an estimated accuracy of +/- 6 seconds.
 NE0758
 NE0758.The orthometric height was determined by differential leveling
 NE0758.and adjusted by the National Geodetic Survey in June 1991..
 NE0758
 NE0758.The geoid height was determined by GEOID03.
 NE0758
 NE0758.The dynamic height is computed by dividing the NAVD 88
 NE0758.geopotential number by the normal gravity value computed on the
 NE0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0758.degrees latitude (g = 980.6199 gals.).
 NE0758
 NE0758.The modeled gravity was interpolated from observed gravity values.
 NE0758
 NE0758;                    North         East    Units  Estimated Accuracy
 NE0758;SPC MI S     -   143,860.    4,056,240.      MT  (+/- 180 meters Scaled)
 NE0758
 NE0758                          SUPERSEDED SURVEY CONTROL
 NE0758
 NE0758  NGVD 29 (??/??/92)  277.773  (m)          911.33   (f) ADJ UNCH    2 0
 NE0758
 NE0758.Superseded values are not recommended for survey control.
 NE0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0758.See file dsdata.txt to determine how the superseded data were derived.
 NE0758
 NE0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH808413(NAD 83)
 NE0758_MARKER: B = BOLT
 NE0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0758_STAMPING: 49 1/2
 NE0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0758+STABILITY: SURFACE MOTION
 NE0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0758+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0758
 NE0758  HISTORY     - Date     Condition        Report By
 NE0758  HISTORY     - 1938     MONUMENTED       GTWRR
 NE0758  HISTORY     - 1938     GOOD             NGS
 NE0758  HISTORY     - 19970114 GOOD             LOCENG
 NE0758  HISTORY     - 19970214 GOOD             LOCENG
 NE0758  HISTORY     - 20060310 GOOD             INDIV
 NE0758
 NE0758                          STATION DESCRIPTION
 NE0758
 NE0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0758'3 MI NW FROM HOLLY.
 NE0758'3.0 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0758'THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE NORTHWEST OF
 NE0758'MILEPOST D 49, 50 YARDS SOUTHEAST OF A PRIVATE-ROAD CROSSING,
 NE0758'40.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET SOUTHEAST
 NE0758'OF A 6-INCH CHERRY TREE, AND 4 FEET LOWER THAN THE TRACK.  A
 NE0758'COPPER BOLT, STAMPED 49-1/2 AND SET IN THE TOP OF A CONCRETE
 NE0758'POST.
 NE0758
 NE0758                          STATION RECOVERY (1997)
 NE0758
 NE0758'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0758'STATION IS LOCATED SOUTH OF A ELECTRICAL SUBSTATION.  THE SUBSTATION
 NE0758'HAS AN ACCESS ROAD OFF OF GRAGE HALL ROAD, BUT HAS A LOCKED GATE NEAR
 NE0758'THAT ENTRANCE.  THE SUBSTATION IS NEAR THE NORTH RAILROAD
 NE0758'RIGHT-OF-WAY.  TO REACH FROM HOLLY, GO NORTHWEST ALONG THE GRAND TRUNK
 NE0758'WESTERN RAILWAY FOR 3.0 MI (4.8 KM) TO SUBSTATION AND STATION. IT IS
 NE0758'0.5 MILE (0.8 KM) NORTHWEST OF MILEPOST D 49, 50 YARDS SOUTHEAST OF A
 NE0758'PRIVATE ROAD CROSSING, 20.0 FT (6.1 M) SOUTHEAST OF A 30-INCH CHERRY
 NE0758'TREE, 4.0 FT (1.2 M) LOWER THAN THE TRACK, 3.0 FT (0.9 M) SOUTH OF THE
 NE0758'NORTH RIGHT-OF-WAY FENCE AND MARKED WITH A 1-INCH BY 4-INCH WOODEN
 NE0758'PADDLE.  MARK IS NEAR FLUSH WITH THE GROUND.
 NE0758
 NE0758                          STATION RECOVERY (1997)
 NE0758
 NE0758'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0758'STATION IS LOCATED SOUTH OF AN ELECTRICAL SUBSTATION.  THE SUBSTATION
 NE0758'HAS A ACCESS ROAD OFF OF GRANGE HALL ROAD, BUT HAS A LOCKED GATE NEAR
 NE0758'THE ENTRANCE.  THE SUBSTATION IS NEAR THE NORTH RAILROAD R/W.  TO
 NE0758'REACH GO 3.2 MILES (5.1 KM) NORTHWEST ALONG THE GRAND TRUNK WESTERN
 NE0758'RAILWAY FROM THE STATION AT HOLLY, OAKLAND COUNTY, 0.5 MILE (0.8 KM)
 NE0758'NORTHWEST OF MILE POST D-49, 50 YARDS SOUTHEAST 30-INCH CHERRY TREE,
 NE0758'AND 4.0 FEET (1.2 M) LOWER THAN THE TRACK, 3.0 FEET (0.9 M) SOUTH OF
 NE0758'THE NORTH R/W FENCE, MARKED WITH A 1-INCH BY 4-INCH WOODEN PADDLE.
 NE0758'NOTE--THE MARKER IS NEAR FLUSH WITH THE GROND.
 NE0758
 NE0758                          STATION RECOVERY (2006)
 NE0758
 NE0758'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0758'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0294 ***********************************************************************
 OK0294  DESIGNATION -  49 1/2
 OK0294  PID         -  OK0294
 OK0294  STATE/COUNTY-  MI/KENT
 OK0294  USGS QUAD   -  EVANS (1982)
 OK0294
 OK0294                         *CURRENT SURVEY CONTROL
 OK0294  ___________________________________________________________________
 OK0294* NAD 83(1986)-  43 11 40.     (N)    085 25 38.     (W)     SCALED    
 OK0294* NAVD 88     -       272.155  (meters)     892.90   (feet)  ADJUSTED  
 OK0294  ___________________________________________________________________
 OK0294  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 OK0294  DYNAMIC HT  -         272.094 (meters)     892.70  (feet)  COMP
 OK0294  MODELED GRAV-     980,386.8   (mgal)                       NAVD 88
 OK0294
 OK0294  VERT ORDER  -  SECOND    CLASS 0
 OK0294
 OK0294.The horizontal coordinates were scaled from a topographic map and have
 OK0294.an estimated accuracy of +/- 6 seconds.
 OK0294
 OK0294.The orthometric height was determined by differential leveling
 OK0294.and adjusted by the National Geodetic Survey in June 1991..
 OK0294
 OK0294.The geoid height was determined by GEOID03.
 OK0294
 OK0294.The dynamic height is computed by dividing the NAVD 88
 OK0294.geopotential number by the normal gravity value computed on the
 OK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0294.degrees latitude (g = 980.6199 gals.).
 OK0294
 OK0294.The modeled gravity was interpolated from observed gravity values.
 OK0294
 OK0294;                    North         East    Units  Estimated Accuracy
 OK0294;SPC MI S     -   188,760.    3,913,800.      MT  (+/- 180 meters Scaled)
 OK0294
 OK0294                          SUPERSEDED SURVEY CONTROL
 OK0294
 OK0294  NGVD 29 (??/??/92)  272.281  (m)          893.31   (f) ADJ UNCH    2 0
 OK0294
 OK0294.Superseded values are not recommended for survey control.
 OK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0294.See file dsdata.txt to determine how the superseded data were derived.
 OK0294
 OK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN277836(NAD 83)
 OK0294_MARKER: Z = SEE DESCRIPTION
 OK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0294_STAMPING: 49-1/2
 OK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0294+STABILITY: SURFACE MOTION
 OK0294
 OK0294  HISTORY     - Date     Condition        Report By
 OK0294  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0294  HISTORY     - 1934     GOOD             NGS
 OK0294
 OK0294                          STATION DESCRIPTION
 OK0294
 OK0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0294'0.5 MI W FROM HARVARD.
 OK0294'0.5 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0294'AT HARVARD, 41 FEET NORTH OF THE NORTH RAIL AND ABOUT 3 FEET
 OK0294'HIGHER THAN THE TOP OF RAIL.  A BRASS PLUG, STAMPED 49-1/2 AND
 OK0294'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0066 ***********************************************************************
 NF0066  DESIGNATION -  5
 NF0066  PID         -  NF0066
 NF0066  STATE/COUNTY-  MI/INGHAM
 NF0066  USGS QUAD   -  EAST LANSING (1970)
 NF0066
 NF0066                         *CURRENT SURVEY CONTROL
 NF0066  ___________________________________________________________________
 NF0066* NAD 83(1986)-  42 43 56.     (N)    084 28 38.     (W)     SCALED    
 NF0066* NAVD 88     -       257.74   (+/-2cm)     845.6    (feet)  VERTCON   
 NF0066  ___________________________________________________________________
 NF0066  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0066
 NF0066  VERT ORDER  -  ? (See Below)
 NF0066
 NF0066.The horizontal coordinates were scaled from a topographic map and have
 NF0066.an estimated accuracy of +/- 6 seconds.
 NF0066
 NF0066.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0066.The vertical order pertains to the NGVD 29 superseded value.
 NF0066
 NF0066.The geoid height was determined by GEOID03.
 NF0066
 NF0066;                    North         East    Units  Estimated Accuracy
 NF0066;SPC MI S     -   136,880.    3,990,950.      MT  (+/- 180 meters Scaled)
 NF0066
 NF0066                          SUPERSEDED SURVEY CONTROL
 NF0066
 NF0066  NGVD 29 (??/??/92)  257.876  (m)          846.05   (f) ADJ UNCH    ?  
 NF0066
 NF0066.Superseded values are not recommended for survey control.
 NF0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0066.See file dsdata.txt to determine how the superseded data were derived.
 NF0066
 NF0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065341(NAD 83)
 NF0066_MARKER: B = BOLT
 NF0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0066+STABILITY: SURFACE MOTION
 NF0066
 NF0066  HISTORY     - Date     Condition        Report By
 NF0066  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0066  HISTORY     - 1932     GOOD             MISCOL
 NF0066  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0066
 NF0066                          STATION DESCRIPTION
 NF0066
 NF0066'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0066'AT EAST LANSING.
 NF0066'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0066'CAMPUS, 66.5 FEET WEST OF THE NORTHWEST CORNER OF COLLEGE HALL,
 NF0066'AND 7.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FOUNTAIN.
 NF0066'A BOLT, SET IN THE TOP OF A CONCRETE POST.
 NF0066
 NF0066                          STATION RECOVERY (1978)
 NF0066
 NF0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI1022 ***********************************************************************
 AI1022  DESIGNATION -  5
 AI1022  PID         -  AI1022
 AI1022  STATE/COUNTY-  MI/CHARLEVOIX
 AI1022  USGS QUAD   -  
 AI1022
 AI1022                         *CURRENT SURVEY CONTROL
 AI1022  ___________________________________________________________________
 AI1022* NAD 83(1994)-  45 19 42.50271(N)    085 14 26.50926(W)     ADJUSTED  
 AI1022* NAVD 88     -       193.1    (meters)     634.     (feet)  GPS OBS   
 AI1022  ___________________________________________________________________
 AI1022  X           -     372,685.989 (meters)                     COMP
 AI1022  Y           -  -4,476,327.714 (meters)                     COMP
 AI1022  Z           -   4,513,199.464 (meters)                     COMP
 AI1022  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AI1022  ELLIP HEIGHT-         158.01  (meters)          (07/12/02) GPS OBS
 AI1022  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 AI1022
 AI1022  HORZ ORDER  -  FIRST
 AI1022  ELLP ORDER  -  FOURTH    CLASS I
 AI1022
 AI1022.The horizontal coordinates were established by GPS observations
 AI1022.and adjusted by the National Geodetic Survey in August 1999..
 AI1022
 AI1022.The orthometric height was determined by GPS observations and a
 AI1022.high-resolution geoid model.
 AI1022
 AI1022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI1022
 AI1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI1022
 AI1022.The ellipsoidal height was determined by GPS observations
 AI1022.and is referenced to NAD 83.
 AI1022
 AI1022.The geoid height was determined by GEOID03.
 AI1022
 AI1022;                    North         East     Units Scale Factor Converg.
 AI1022;SPC MI C     -   223,922.986 5,931,486.128   MT  0.99993527   -0 37 02.7
 AI1022;SPC MI C     -   734,655.47 19,460,256.33   iFT  0.99993527   -0 37 02.7
 AI1022;UTM  16      - 5,020,946.106   637,865.222   MT  0.99983370   +1 15 04.8
 AI1022
 AI1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI1022!SPC MI C     -   0.99997523  x   0.99993527  =   0.99991050
 AI1022!UTM  16      -   0.99997523  x   0.99983370  =   0.99980893
 AI1022
 AI1022                          SUPERSEDED SURVEY CONTROL
 AI1022
 AI1022  ELLIP H (08/16/99)  158.01   (m)                       GP(       ) 3 2
 AI1022
 AI1022.Superseded values are not recommended for survey control.
 AI1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI1022.See file dsdata.txt to determine how the superseded data were derived.
 AI1022
 AI1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3786520946(NAD 83)
 AI1022_MARKER: DD = SURVEY DISK
 AI1022_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AI1022_STAMPING: 5-1998
 AI1022_MARK LOGO: WADTRI
 AI1022_PROJECTION: RECESSED 10 CENTIMETERS
 AI1022_MAGNETIC: I = MARKER IS A STEEL ROD
 AI1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI1022+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI1022_ROD/PIPE-DEPTH: 10   meters
 AI1022_SLEEVE-DEPTH  : 10 meters
 AI1022
 AI1022  HISTORY     - Date     Condition        Report By
 AI1022  HISTORY     - 1998     MONUMENTED       WADTRI
 AI1022
 AI1022                          STATION DESCRIPTION
 AI1022
 AI1022'DESCRIBED BY WADE-TRIM INCORPORATED 1998 (JMS)
 AI1022'DESCRIBED BY WADE-TRIM INC. TO REACH FROM US HWY 31 DRAWBRIDGE IN
 AI1022'CHARLEVOIX, GO NORTH ALONG HWY 31 FOR 1.10 MILES (1.77 KM) THEN TURN
 AI1022'NORTH ON MERCER ROAD FOR .25 MILES (0.40 KM) TO THE STATION ON THE
 AI1022'LEFT IN FAIRWAY OF GOLF COURSE, 46.25 FT WEST OF CENTERLINE OF MERCER
 AI1022'ROAD, 94.35 FT SE OF FACE OF 4.5 FT DIAMETER MAPLE, 154.60 FT NE OF
 AI1022'FACE OF 40 INCH MAPLE, 211.95 FT SOUTHEASTERLY FROM SW CORNER ELECTRIC
 AI1022'TRANSMISSION BOX. ALUM ROD WITH ALUM DISK (.27 FT DIAM.) DRIVEN TO
 AI1022'POINT OF REFUSAL IN NGS BOX STAMPED NO.5-1998 ON RIM OF BOX. NOTE-
 AI1022'STATION IS LOOSE IN SLEEVE, IT WIGGLES HORIZONTALLY WITH PRESSURE FROM
 AI1022'HAND BUT CANNOT BE RAISED WITH HAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0178 ***********************************************************************
 QJ0178  DESIGNATION -  5 GEU USGS
 QJ0178  PID         -  QJ0178
 QJ0178  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0178  USGS QUAD   -  ROGERS CITY (1971)
 QJ0178
 QJ0178                         *CURRENT SURVEY CONTROL
 QJ0178  ___________________________________________________________________
 QJ0178* NAD 83(1986)-  45 25 13.     (N)    083 49 00.     (W)     SCALED    
 QJ0178* NAVD 88     -       184.438  (meters)     605.11   (feet)  ADJUSTED  
 QJ0178  ___________________________________________________________________
 QJ0178  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0178  DYNAMIC HT  -         184.428 (meters)     605.08  (feet)  COMP
 QJ0178  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 QJ0178
 QJ0178  VERT ORDER  -  FIRST     CLASS II
 QJ0178
 QJ0178.The horizontal coordinates were scaled from a topographic map and have
 QJ0178.an estimated accuracy of +/- 6 seconds.
 QJ0178
 QJ0178.The orthometric height was determined by differential leveling
 QJ0178.and adjusted by the National Geodetic Survey in June 1991..
 QJ0178
 QJ0178.The geoid height was determined by GEOID03.
 QJ0178
 QJ0178.The dynamic height is computed by dividing the NAVD 88
 QJ0178.geopotential number by the normal gravity value computed on the
 QJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0178.degrees latitude (g = 980.6199 gals.).
 QJ0178
 QJ0178.The modeled gravity was interpolated from observed gravity values.
 QJ0178
 QJ0178;                    North         East    Units  Estimated Accuracy
 QJ0178;SPC MI C     -   233,900.    6,043,050.      MT  (+/- 180 meters Scaled)
 QJ0178
 QJ0178                          SUPERSEDED SURVEY CONTROL
 QJ0178
 QJ0178.No superseded survey control is available for this station.
 QJ0178
 QJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL796334(NAD 83)
 QJ0178_MARKER: DD = SURVEY DISK
 QJ0178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0178_SP_SET: CONCRETE WINDOW WALL
 QJ0178_STAMPING: 5 GEU 1971
 QJ0178_MARK LOGO: USGS  
 QJ0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0178
 QJ0178  HISTORY     - Date     Condition        Report By
 QJ0178  HISTORY     - 1971     MONUMENTED       USGS
 QJ0178  HISTORY     - 1983     GOOD             NGS
 QJ0178  HISTORY     - 20010331 GOOD             NGS
 QJ0178  HISTORY     - 20010331 GOOD             NGS
 QJ0178  HISTORY     - 20040811 GOOD             USPSQD
 QJ0178
 QJ0178                          STATION DESCRIPTION
 QJ0178
 QJ0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0178'IN ROGERS CITY.
 QJ0178'IN ROGERS CITY AT THE NORTHWEST CORNER OF THE POST OFFICE, IS A USGS
 QJ0178'DISK SET IN TOP OF THE NORTHWEST CORNER OF A RETAINING WALL (WINDOW
 QJ0178'WELL) AROUND THE BASEMENT WINDOW OF THE POST OFFICE BUILDING, IS ABOUT
 QJ0178'0.15 METER (0.5 FT) ABOVE THE GROUND, 8.16 METERS (26.8 FT) NORTHWEST
 QJ0178'OF THE CENTER OF THE DOUBLE DOOR FRONT ENTRANCE OF THE POST OFFICE
 QJ0178'BUILDING, 8.86 METERS (29.1 FT) SOUTHEAST OF A FIRE HYDRANT, AND
 QJ0178'2.40 METERS (7.9 FT) NORTH-NORTHEAST OF THE FLAGPOLE.
 QJ0178'THE MARK IS ABOVE LEVEL WITH CENTER OF THIRD STREET.
 QJ0178
 QJ0178                          STATION RECOVERY (2001)
 QJ0178
 QJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0178
 QJ0178                          STATION RECOVERY (2001)
 QJ0178
 QJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0178
 QJ0178                          STATION RECOVERY (2004)
 QJ0178
 QJ0178'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1152 ***********************************************************************
 OJ1152  DESIGNATION -  5 KEE RESET
 OJ1152  PID         -  OJ1152
 OJ1152  STATE/COUNTY-  MI/HURON
 OJ1152  USGS QUAD   -  RUSH LAKE (1970)
 OJ1152
 OJ1152                         *CURRENT SURVEY CONTROL
 OJ1152  ___________________________________________________________________
 OJ1152* NAD 83(1986)-  43 59 00.     (N)    083 10 00.     (W)     SCALED    
 OJ1152* NAVD 88     -       181.06   (meters)     594.0    (feet)  RESET     
 OJ1152  ___________________________________________________________________
 OJ1152  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OJ1152
 OJ1152  VERT ORDER  -  THIRD
 OJ1152
 OJ1152.The horizontal coordinates were scaled from a topographic map and have
 OJ1152.an estimated accuracy of +/- 6 seconds.
 OJ1152
 OJ1152.The orthometric height was computed from unverified reset data.
 OJ1152.No vertical observational check was made to the station.
 OJ1152
 OJ1152.The geoid height was determined by GEOID03.
 OJ1152
 OJ1152;                    North         East    Units  Estimated Accuracy
 OJ1152;SPC MI S     -   276,550.    4,096,280.      MT  (+/- 180 meters Scaled)
 OJ1152
 OJ1152                          SUPERSEDED SURVEY CONTROL
 OJ1152
 OJ1152  NGVD 29 (03/27/06)  181.20   (m)          594.5    (f) RESET       3  
 OJ1152
 OJ1152.Superseded values are not recommended for survey control.
 OJ1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1152.See file dsdata.txt to determine how the superseded data were derived.
 OJ1152
 OJ1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ262723(NAD 83)
 OJ1152_MARKER: DV = VERTICAL CONTROL DISK
 OJ1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1152_SP_SET: CONCRETE POST
 OJ1152_STAMPING: 5 KEE 591 RESET 1985
 OJ1152_MARK LOGO: NGS   
 OJ1152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1152+STABILITY: SURFACE MOTION
 OJ1152
 OJ1152  HISTORY     - Date     Condition        Report By
 OJ1152  HISTORY     - 1985     MONUMENTED       NGS
 OJ1152  HISTORY     - 19990605 GOOD             USPSQD
 OJ1152
 OJ1152                          STATION DESCRIPTION
 OJ1152
 OJ1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1152'6.85 MI (11.02 KM) NORTHEAST ALONG M-25 FROM THE PIGEON RIVER BRIDGE
 OJ1152'IN CASEVILLE, 11.0 MI (17.7 KM) SOUTHWEST OF PORT AUSTIN, 35.0 FT
 OJ1152'(10.7 M) SOUTH FROM THE CENTERLINE OF M-25, 37.6 FT (11.5 M) WEST
 OJ1152'FROM THE CENTER OF A DRIVEWAY TO DWELLING 4131, 2.5 FT (0.8 M) WEST
 OJ1152'FROM A 10 INCH PINE TREE AND 2.0 FT (0.6 M) NORTH FROM A WITNESS
 OJ1152'POST.
 OJ1152
 OJ1152                          STATION RECOVERY (1999)
 OJ1152
 OJ1152'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0502 ***********************************************************************
 NE0502  DESIGNATION -  5 T
 NE0502  PID         -  NE0502
 NE0502  STATE/COUNTY-  MI/WAYNE
 NE0502  USGS QUAD   -  ROCKWOOD (1981)
 NE0502
 NE0502                         *CURRENT SURVEY CONTROL
 NE0502  ___________________________________________________________________
 NE0502* NAD 83(1986)-  42 04 18.     (N)    083 12 40.     (W)     SCALED    
 NE0502* NAVD 88     -       178.246  (meters)     584.80   (feet)  ADJUSTED  
 NE0502  ___________________________________________________________________
 NE0502  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NE0502  DYNAMIC HT  -         178.186 (meters)     584.60  (feet)  COMP
 NE0502  MODELED GRAV-     980,282.0   (mgal)                       NAVD 88
 NE0502
 NE0502  VERT ORDER  -  FIRST     CLASS II
 NE0502
 NE0502.The horizontal coordinates were scaled from a topographic map and have
 NE0502.an estimated accuracy of +/- 6 seconds.
 NE0502
 NE0502.The orthometric height was determined by differential leveling
 NE0502.and adjusted by the National Geodetic Survey in June 1991..
 NE0502
 NE0502.The geoid height was determined by GEOID03.
 NE0502
 NE0502.The dynamic height is computed by dividing the NAVD 88
 NE0502.geopotential number by the normal gravity value computed on the
 NE0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0502.degrees latitude (g = 980.6199 gals.).
 NE0502
 NE0502.The modeled gravity was interpolated from observed gravity values.
 NE0502
 NE0502;                    North         East    Units  Estimated Accuracy
 NE0502;SPC MI S     -    64,160.    4,095,630.      MT  (+/- 180 meters Scaled)
 NE0502
 NE0502                          SUPERSEDED SURVEY CONTROL
 NE0502
 NE0502  NGVD 29 (??/??/92)  178.420  (m)          585.37   (f) ADJ UNCH    1 2
 NE0502
 NE0502.Superseded values are not recommended for survey control.
 NE0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0502.See file dsdata.txt to determine how the superseded data were derived.
 NE0502
 NE0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG170600(NAD 83)
 NE0502_MARKER: DD = SURVEY DISK
 NE0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0502_STAMPING: 5-T
 NE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0502+STABILITY: SURFACE MOTION
 NE0502
 NE0502  HISTORY     - Date     Condition        Report By
 NE0502  HISTORY     - UNK      MONUMENTED       MIGS
 NE0502  HISTORY     - 1954     GOOD             NGS
 NE0502  HISTORY     - 1968     GOOD             NGS
 NE0502  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0502  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0502  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0502  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0502
 NE0502                          STATION DESCRIPTION
 NE0502
 NE0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0502'1.9 MI NE FROM ROCKWOOD.
 NE0502'ABOUT 1.65 MILES EAST ALONG HURON RIVER DRIVE FROM CROSSING
 NE0502'OF THE DETROIT AND TOLEDO SHORE LINE RAILROAD AT ROCKWOOD,
 NE0502'THENCE ABOUT 0.25 MILE NORTH ALONG RIVER ROAD, 44 1/2 FEET
 NE0502'EAST OF CENTER LINE OF RIVER ROAD, 60 FEET SOUTH OF A 30-INCH
 NE0502'LOCUST TREE, 2 FEET SOUTH OF THE EXTENDED CENTER LINE OF DRIVE
 NE0502'WEST TO HOUSE NO. 32414 RIVER ROAD, ABOUT LEVEL WITH ROAD AND
 NE0502'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NE0502
 NE0502                          STATION RECOVERY (1968)
 NE0502
 NE0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NE0502'RECOVERED IN GOOD CONDITION.
 NE0502
 NE0502                          STATION RECOVERY (1983)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0502'MARK NOT FOUND.
 NE0502
 NE0502                          STATION RECOVERY (1987)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0502'MARK NOT FOUND.
 NE0502
 NE0502                          STATION RECOVERY (1988)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0502'MARK NOT FOUND.
 NE0502
 NE0502                          STATION RECOVERY (1989)
 NE0502
 NE0502'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0872 ***********************************************************************
 RL0872  DESIGNATION -  5 WR
 RL0872  PID         -  RL0872
 RL0872  STATE/COUNTY-  MI/ONTONAGON
 RL0872  USGS QUAD   -  OAK BLUFF (1982)
 RL0872
 RL0872                         *CURRENT SURVEY CONTROL
 RL0872  ___________________________________________________________________
 RL0872* NAD 83(1986)-  46 40 38.     (N)    089 20 18.     (W)     SCALED    
 RL0872* NAVD 88     -       468.470  (meters)    1536.97   (feet)  ADJUSTED  
 RL0872  ___________________________________________________________________
 RL0872  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 RL0872  DYNAMIC HT  -         468.503 (meters)    1537.08  (feet)  COMP
 RL0872  MODELED GRAV-     980,667.7   (mgal)                       NAVD 88
 RL0872
 RL0872  VERT ORDER  -  SECOND    CLASS 0
 RL0872
 RL0872.The horizontal coordinates were scaled from a topographic map and have
 RL0872.an estimated accuracy of +/- 6 seconds.
 RL0872
 RL0872.The orthometric height was determined by differential leveling
 RL0872.and adjusted by the National Geodetic Survey in June 1991..
 RL0872
 RL0872.The geoid height was determined by GEOID03.
 RL0872
 RL0872.The dynamic height is computed by dividing the NAVD 88
 RL0872.geopotential number by the normal gravity value computed on the
 RL0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0872.degrees latitude (g = 980.6199 gals.).
 RL0872
 RL0872.The modeled gravity was interpolated from observed gravity values.
 RL0872
 RL0872;                    North         East    Units  Estimated Accuracy
 RL0872;SPC MI N     -   213,140.    7,821,130.      MT  (+/- 180 meters Scaled)
 RL0872
 RL0872                          SUPERSEDED SURVEY CONTROL
 RL0872
 RL0872  NGVD 29 (??/??/92)  468.472  (m)         1536.98   (f) ADJ UNCH    2 0
 RL0872
 RL0872.Superseded values are not recommended for survey control.
 RL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0872.See file dsdata.txt to determine how the superseded data were derived.
 RL0872
 RL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211719(NAD 83)
 RL0872_MARKER: DD = SURVEY DISK
 RL0872_SETTING: 66 = SET IN ROCK OUTCROP
 RL0872_SP_SET: ROCK OUTCROP
 RL0872_STAMPING: 5 WR 1948
 RL0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0872+STABILITY: POSITION/ELEVATION WELL
 RL0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0872+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0872
 RL0872  HISTORY     - Date     Condition        Report By
 RL0872  HISTORY     - 1948     MONUMENTED       USGS
 RL0872  HISTORY     - 1948     GOOD             NGS
 RL0872  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0872  HISTORY     - 20040507 GOOD             GEOCAC
 RL0872
 RL0872                          STATION DESCRIPTION
 RL0872
 RL0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0872'10.1 MI SW FROM ROCKLAND.
 RL0872'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0872'ROCKLAND, THENCE 9.95 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0872'0.15 MILE EAST OF THE SUMMIT OF A LONG GRADE ASCENDING FROM
 RL0872'THE WEST, AT THE SITE OF AN OLD ABANDONED SAW MILL, 54 FEET
 RL0872'SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF THE CENTER
 RL0872'LINE OF THE DRIVE TO THE OLD MILL, 12 FEET NORTH OF A LARGE
 RL0872'STUMP AND WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 RL0872'ROAD AND SET IN A LARGE FLAT ROCK OUTCROP.
 RL0872
 RL0872                          STATION RECOVERY (2001)
 RL0872
 RL0872'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0872'MARK NOT FOUND.
 RL0872
 RL0872                          STATION RECOVERY (2004)
 RL0872
 RL0872'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0872'NAD 83 -  46 40 38.4 (N) -  089 20 18.9 (W)  HANDHELD DGPS
 RL0872' 
 RL0872'MARK WAS FOUND COVERED WITH EARTH AND IS LIKELY TO GET COVERED OVER
 RL0872'AGAIN.  OLD SAWMILL NO LONGER EXISTS, JUST AN OPEN AREA TO SOUTH.  IT
 RL0872'IS 10 FT NORTH OF A MWP+SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0757 ***********************************************************************
 NE0757  DESIGNATION -  50 1/2
 NE0757  PID         -  NE0757
 NE0757  STATE/COUNTY-  MI/GENESEE
 NE0757  USGS QUAD   -  FENTON (1983)
 NE0757
 NE0757                         *CURRENT SURVEY CONTROL
 NE0757  ___________________________________________________________________
 NE0757* NAD 83(1986)-  42 47 46.     (N)    083 41 53.     (W)     SCALED    
 NE0757* NAVD 88     -       279.127  (meters)     915.77   (feet)  ADJUSTED  
 NE0757  ___________________________________________________________________
 NE0757  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NE0757  DYNAMIC HT  -         279.049 (meters)     915.51  (feet)  COMP
 NE0757  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 NE0757
 NE0757  VERT ORDER  -  SECOND    CLASS 0
 NE0757
 NE0757.The horizontal coordinates were scaled from a topographic map and have
 NE0757.an estimated accuracy of +/- 6 seconds.
 NE0757
 NE0757.The orthometric height was determined by differential leveling
 NE0757.and adjusted by the National Geodetic Survey in June 1991..
 NE0757
 NE0757.The geoid height was determined by GEOID03.
 NE0757
 NE0757.The dynamic height is computed by dividing the NAVD 88
 NE0757.geopotential number by the normal gravity value computed on the
 NE0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0757.degrees latitude (g = 980.6199 gals.).
 NE0757
 NE0757.The modeled gravity was interpolated from observed gravity values.
 NE0757
 NE0757;                    North         East    Units  Estimated Accuracy
 NE0757;SPC MI S     -   144,190.    4,054,690.      MT  (+/- 180 meters Scaled)
 NE0757
 NE0757                          SUPERSEDED SURVEY CONTROL
 NE0757
 NE0757  NGVD 29 (??/??/92)  279.237  (m)          916.13   (f) ADJ UNCH    2 0
 NE0757
 NE0757.Superseded values are not recommended for survey control.
 NE0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0757.See file dsdata.txt to determine how the superseded data were derived.
 NE0757
 NE0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH793417(NAD 83)
 NE0757_MARKER: B = BOLT
 NE0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0757_STAMPING: 50-1/2
 NE0757_MARK LOGO: GTWRR 
 NE0757_PROJECTION: FLUSH
 NE0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0757+STABILITY: SURFACE MOTION
 NE0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0757+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2003
 NE0757
 NE0757  HISTORY     - Date     Condition        Report By
 NE0757  HISTORY     - 1934     MONUMENTED       GTWRR
 NE0757  HISTORY     - 1934     GOOD             NGS
 NE0757  HISTORY     - 19970214 GOOD             LOCENG
 NE0757  HISTORY     - 19970214 GOOD             LOCENG
 NE0757  HISTORY     - 19980220 GOOD             OHM
 NE0757  HISTORY     - 20030611 GOOD             ROWEIN
 NE0757  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0757
 NE0757                          STATION DESCRIPTION
 NE0757
 NE0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0757'0.3 MI SE FROM FENTON.
 NE0757'0.3 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0757'THE STATION AT FENTON, GENESEE COUNTY, 120 YARDS SOUTHEAST OF
 NE0757'A SUBSTATION, 28 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NE0757'SECTION HOUSE, 21.5 FEET SOUTHEAST OF A HAND SWITCH, 25 FEET
 NE0757'SOUTHWEST OF THE SOUTHWEST RAIL OF THE EAST-BOUND MAIN TRACK,
 NE0757'AND ABOUT 7 FEET HIGHER THAN THE RAIL.  A COPPER BOLT, STAMPED
 NE0757'50-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0757
 NE0757                          STATION RECOVERY (1997)
 NE0757
 NE0757'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0757'STATION IS LOCATED 313.0 FEET (95.4 M) EAST OF THE CENTERLINE OF LEMEN
 NE0757'STREET AND 38.0 FT (11.6 M) SOUTH OF THE CENERLINE OF THE RAILROAD
 NE0757'TRACKS, ALSO 141.0 FT (43.0 M) WEST FRO A HIGH TENSION ELECTRICAL
 NE0757'TOWER.  TO REACH FROM FENTON, GO SOUTHEAST ALONG THE GRAND TRUNK
 NE0757'WESTERN RAILWAY FOR 0.3 MI (0.5 KM) TO STATION.  IT IS ABOUT 7.0 FT
 NE0757'(2.1 M) HIGHER THAN THE RAILS, MARKED WITH A 1 INCH BY 4 INCH WOODEN
 NE0757'PADDLE.  NOTETHE OLD WITNESSES HAVE CHANGED.
 NE0757
 NE0757                          STATION RECOVERY (1997)
 NE0757
 NE0757'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0757'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS
 NE0757'LOCATED 313.0 FEET (95.4 M) EAST OF THE CENTERLINE OF LEMEN STREET,
 NE0757'AND 38.0 FEET (11.6 M) SOUTH OF THE CENTERLINE AND ALSO 141.0 FEET
 NE0757'(43.0 M) WEST OF A HIGH TENSION ELECTRICAL TOWER.  TO REACH GO 0.3
 NE0757'MILES (0.5 KM) SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NE0757'THE STATION AT FENTON, GENESEE COUNTY, AND ABOUT 7.0 FT (2.1 M)
 NE0757'HIGHTER THAN THE RAIL AND MARKED WITH A 1-INCH BY 4-INCH WOODEN
 NE0757'PADDLE.  NOTE---THE OLD WITNESS HAVE CHANGED.
 NE0757
 NE0757                          STATION RECOVERY (1998)
 NE0757
 NE0757'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (GC)
 NE0757'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 92 M
 NE0757'(301.8 FT) EAST OF THE CENTER LINE OF LEMEN STREET, 22 M (72.2 FT) NE
 NE0757'TO PK NAIL IN POLE, 15 M (49.2 FT) SE TO FENCE CORNER, AND 10.994 M
 NE0757'(36.069 FT) TO SOUTH TRACK.  WE SET A METAL WITNESS POST WITH SURVEY
 NE0757'MARKER SIGN BY STATION.
 NE0757
 NE0757                          STATION RECOVERY (2003)
 NE0757
 NE0757'RECOVERY NOTE BY ROWE INCORPORATED 2003 (JJF)
 NE0757'ENTIRE SOUTHERLY SKY OBSTRUCTED BY LARGE GROWTH TREES.  SATELLITE
 NE0757'OBSERVATIONS WOULD BE QUESTIONABLE AT BEST.
 NE0757
 NE0757                          STATION RECOVERY (2006)
 NE0757
 NE0757'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0293 ***********************************************************************
 OK0293  DESIGNATION -  50 1/2
 OK0293  PID         -  OK0293
 OK0293  STATE/COUNTY-  MI/KENT
 OK0293  USGS QUAD   -  EVANS (1982)
 OK0293
 OK0293                         *CURRENT SURVEY CONTROL
 OK0293  ___________________________________________________________________
 OK0293* NAD 83(1986)-  43 11 39.     (N)    085 26 47.     (W)     SCALED    
 OK0293* NAVD 88     -       274.972  (meters)     902.14   (feet)  ADJUSTED  
 OK0293  ___________________________________________________________________
 OK0293  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 OK0293  DYNAMIC HT  -         274.910 (meters)     901.93  (feet)  COMP
 OK0293  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 OK0293
 OK0293  VERT ORDER  -  SECOND    CLASS 0
 OK0293
 OK0293.The horizontal coordinates were scaled from a topographic map and have
 OK0293.an estimated accuracy of +/- 6 seconds.
 OK0293
 OK0293.The orthometric height was determined by differential leveling
 OK0293.and adjusted by the National Geodetic Survey in June 1991..
 OK0293
 OK0293.The geoid height was determined by GEOID03.
 OK0293
 OK0293.The dynamic height is computed by dividing the NAVD 88
 OK0293.geopotential number by the normal gravity value computed on the
 OK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0293.degrees latitude (g = 980.6199 gals.).
 OK0293
 OK0293.The modeled gravity was interpolated from observed gravity values.
 OK0293
 OK0293;                    North         East    Units  Estimated Accuracy
 OK0293;SPC MI S     -   188,750.    3,912,250.      MT  (+/- 180 meters Scaled)
 OK0293
 OK0293                          SUPERSEDED SURVEY CONTROL
 OK0293
 OK0293  NGVD 29 (??/??/92)  275.097  (m)          902.55   (f) ADJ UNCH    2 0
 OK0293
 OK0293.Superseded values are not recommended for survey control.
 OK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0293.See file dsdata.txt to determine how the superseded data were derived.
 OK0293
 OK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262835(NAD 83)
 OK0293_MARKER: Z = SEE DESCRIPTION
 OK0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0293_STAMPING: 50-1/2
 OK0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0293+STABILITY: SURFACE MOTION
 OK0293
 OK0293  HISTORY     - Date     Condition        Report By
 OK0293  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0293  HISTORY     - 1934     GOOD             NGS
 OK0293  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0293
 OK0293                          STATION DESCRIPTION
 OK0293
 OK0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0293'0.4 MI E FROM EVANS.
 OK0293'0.4 MILES EAST ALONG THE GRAND TRUNK RAILWAY, FROM THE STATION
 OK0293'AT EVANS, AND ABOUT LEVEL WITH THE TOP OF RAIL.  A BRASS PLUG
 OK0293'STAMPED 50-1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0293'ABOUT 1 INCH ABOVE GROUND.
 OK0293
 OK0293                          STATION RECOVERY (1969)
 OK0293
 OK0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0434 ***********************************************************************
 NE0434  DESIGNATION -  50 A
 NE0434  PID         -  NE0434
 NE0434  STATE/COUNTY-  MI/MACOMB
 NE0434  USGS QUAD   -  ROMEO (1991)
 NE0434
 NE0434                         *CURRENT SURVEY CONTROL
 NE0434  ___________________________________________________________________
 NE0434* NAD 83(1986)-  42 48 09.     (N)    083 00 42.     (W)     SCALED    
 NE0434* NAVD 88     -       245.851  (meters)     806.60   (feet)  ADJUSTED  
 NE0434  ___________________________________________________________________
 NE0434  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0434  DYNAMIC HT  -         245.775 (meters)     806.35  (feet)  COMP
 NE0434  MODELED GRAV-     980,307.1   (mgal)                       NAVD 88
 NE0434
 NE0434  VERT ORDER  -  SECOND    CLASS 0
 NE0434
 NE0434.The horizontal coordinates were scaled from a topographic map and have
 NE0434.an estimated accuracy of +/- 6 seconds.
 NE0434
 NE0434.The orthometric height was determined by differential leveling
 NE0434.and adjusted by the National Geodetic Survey in June 1991..
 NE0434
 NE0434.The geoid height was determined by GEOID03.
 NE0434
 NE0434.The dynamic height is computed by dividing the NAVD 88
 NE0434.geopotential number by the normal gravity value computed on the
 NE0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0434.degrees latitude (g = 980.6199 gals.).
 NE0434
 NE0434.The modeled gravity was interpolated from observed gravity values.
 NE0434
 NE0434;                    North         East    Units  Estimated Accuracy
 NE0434;SPC MI S     -   145,570.    4,110,830.      MT  (+/- 180 meters Scaled)
 NE0434
 NE0434                          SUPERSEDED SURVEY CONTROL
 NE0434
 NE0434  NGVD 29 (??/??/92)  245.978  (m)          807.01   (f) ADJ UNCH    2 0
 NE0434
 NE0434.Superseded values are not recommended for survey control.
 NE0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0434.See file dsdata.txt to determine how the superseded data were derived.
 NE0434
 NE0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH355408(NAD 83)
 NE0434_MARKER: DD = SURVEY DISK
 NE0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0434+STABILITY: SURFACE MOTION
 NE0434
 NE0434  HISTORY     - Date     Condition        Report By
 NE0434  HISTORY     - UNK      MONUMENTED       MIGS
 NE0434  HISTORY     - 1940     GOOD             NGS
 NE0434  HISTORY     - 20020503 MARK NOT FOUND   INDIV
 NE0434
 NE0434                          STATION DESCRIPTION
 NE0434
 NE0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0434'AT ROMEO.
 NE0434'AT ROMEO, MACOMB COUNTY, 75 YARDS EAST OF THE CENTER OF THE
 NE0434'INTERSECTION OF ST. CLAIR STREET WITH VAN DYKE AVENUE, 28.5 FEET
 NE0434'NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE OF THE DETROIT
 NE0434'EDISON COMPANY, 25.5 FEET SOUTH OF THE CENTERLINE OF ST. CLAIR
 NE0434'STREET, 20.5 FEET WEST OF A 24-INCH MAPLE TREE, AND ABOUT LEVEL
 NE0434'WITH THE SIDEWALK.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 NE0434'OF A CONCRETE POST.
 NE0434
 NE0434                          STATION RECOVERY (2002)
 NE0434
 NE0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MRS)
 NE0434'NEW PARKING LOT OVER POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0404 ***********************************************************************
 NE0404  DESIGNATION -  50 B
 NE0404  PID         -  NE0404
 NE0404  STATE/COUNTY-  MI/MACOMB
 NE0404  USGS QUAD   -  ROMEO (1991)
 NE0404
 NE0404                         *CURRENT SURVEY CONTROL
 NE0404  ___________________________________________________________________
 NE0404* NAD 83(1986)-  42 48 10.     (N)    083 00 20.     (W)     SCALED    
 NE0404* NAVD 88     -       237.817  (meters)     780.24   (feet)  ADJUSTED  
 NE0404  ___________________________________________________________________
 NE0404  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0404  DYNAMIC HT  -         237.744 (meters)     780.00  (feet)  COMP
 NE0404  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NE0404
 NE0404  VERT ORDER  -  SECOND    CLASS 0
 NE0404
 NE0404.The horizontal coordinates were scaled from a topographic map and have
 NE0404.an estimated accuracy of +/- 6 seconds.
 NE0404
 NE0404.The orthometric height was determined by differential leveling
 NE0404.and adjusted by the National Geodetic Survey in June 1991..
 NE0404
 NE0404.The geoid height was determined by GEOID03.
 NE0404
 NE0404.The dynamic height is computed by dividing the NAVD 88
 NE0404.geopotential number by the normal gravity value computed on the
 NE0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0404.degrees latitude (g = 980.6199 gals.).
 NE0404
 NE0404.The modeled gravity was interpolated from observed gravity values.
 NE0404
 NE0404;                    North         East    Units  Estimated Accuracy
 NE0404;SPC MI S     -   145,610.    4,111,330.      MT  (+/- 180 meters Scaled)
 NE0404
 NE0404                          SUPERSEDED SURVEY CONTROL
 NE0404
 NE0404  NGVD 29 (??/??/92)  237.945  (m)          780.66   (f) ADJ UNCH    2 0
 NE0404
 NE0404.Superseded values are not recommended for survey control.
 NE0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0404.See file dsdata.txt to determine how the superseded data were derived.
 NE0404
 NE0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH360408(NAD 83)
 NE0404_MARKER: DD = SURVEY DISK
 NE0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0404+STABILITY: SURFACE MOTION
 NE0404
 NE0404  HISTORY     - Date     Condition        Report By
 NE0404  HISTORY     - UNK      MONUMENTED       MIGS
 NE0404  HISTORY     - 1940     GOOD             NGS
 NE0404  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0404
 NE0404                          STATION DESCRIPTION
 NE0404
 NE0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0404'3 MI S FROM ROMEO.
 NE0404'AT ROMEO, MACOMB COUNTY, ON THE GRAND TRUNK WESTERN RAILWAY, AT
 NE0404'THE CROSSING OF SAINT CLAIR STREET, 42 FEET SOUTHEAST OF THE
 NE0404'SOUTHEAST CORNER OF THE GRAIN ELEVATOR OF THE KNUST MILLING
 NE0404'AND ELEVATOR COMPANY, 17.5 FEET NORTH OF THE CENTERLINE OF THE
 NE0404'STREET, 17.5 FEET WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH
 NE0404'THE ROADWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF
 NE0404'A CONCRETE POST.
 NE0404
 NE0404                          STATION RECOVERY (1988)
 NE0404
 NE0404'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0332 ***********************************************************************
 NE0332  DESIGNATION -  50 C
 NE0332  PID         -  NE0332
 NE0332  STATE/COUNTY-  MI/MACOMB
 NE0332  USGS QUAD   -  ARMADA (1991)
 NE0332
 NE0332                         *CURRENT SURVEY CONTROL
 NE0332  ___________________________________________________________________
 NE0332* NAD 83(1986)-  42 48 18.     (N)    082 57 50.     (W)     SCALED    
 NE0332* NAVD 88     -       225.124  (meters)     738.59   (feet)  ADJUSTED  
 NE0332  ___________________________________________________________________
 NE0332  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0332  DYNAMIC HT  -         225.056 (meters)     738.37  (feet)  COMP
 NE0332  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 NE0332
 NE0332  VERT ORDER  -  SECOND    CLASS 0
 NE0332
 NE0332.The horizontal coordinates were scaled from a topographic map and have
 NE0332.an estimated accuracy of +/- 6 seconds.
 NE0332
 NE0332.The orthometric height was determined by differential leveling
 NE0332.and adjusted by the National Geodetic Survey in June 1991..
 NE0332
 NE0332.The geoid height was determined by GEOID03.
 NE0332
 NE0332.The dynamic height is computed by dividing the NAVD 88
 NE0332.geopotential number by the normal gravity value computed on the
 NE0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0332.degrees latitude (g = 980.6199 gals.).
 NE0332
 NE0332.The modeled gravity was interpolated from observed gravity values.
 NE0332
 NE0332;                    North         East    Units  Estimated Accuracy
 NE0332;SPC MI S     -   145,910.    4,114,730.      MT  (+/- 180 meters Scaled)
 NE0332
 NE0332                          SUPERSEDED SURVEY CONTROL
 NE0332
 NE0332  NGVD 29 (??/??/92)  225.255  (m)          739.02   (f) ADJ UNCH    2 0
 NE0332
 NE0332.Superseded values are not recommended for survey control.
 NE0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0332.See file dsdata.txt to determine how the superseded data were derived.
 NE0332
 NE0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH394410(NAD 83)
 NE0332_MARKER: DD = SURVEY DISK
 NE0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0332+STABILITY: SURFACE MOTION
 NE0332
 NE0332  HISTORY     - Date     Condition        Report By
 NE0332  HISTORY     - UNK      MONUMENTED       MIGS
 NE0332  HISTORY     - 1940     GOOD             NGS
 NE0332  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0332
 NE0332                          STATION DESCRIPTION
 NE0332
 NE0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0332'2.5 MI E FROM ROMEO.
 NE0332'2.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0332'AT ROMEO, MACOMB COUNTY, 56.4 FEET SOUTHWEST OF THE CENTER OF
 NE0332'THE INTERSECTION WITH ZIELISCH ROAD, 39 FEET WEST OF THE CENTERLINE
 NE0332'OF ZIELISCH ROAD, 40.8 FEET SOUTH OF THE CENTERLINE OF DIVISION
 NE0332'ROAD, 30.1 FEET EAST OF POLE 701, AND ABOUT 6 INCHES LOWER THAN
 NE0332'THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0332'CONCRETE POST.
 NE0332
 NE0332                          STATION RECOVERY (1988)
 NE0332
 NE0332'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0331 ***********************************************************************
 NE0331  DESIGNATION -  50 D
 NE0331  PID         -  NE0331
 NE0331  STATE/COUNTY-  MI/MACOMB
 NE0331  USGS QUAD   -  ARMADA (1991)
 NE0331
 NE0331                         *CURRENT SURVEY CONTROL
 NE0331  ___________________________________________________________________
 NE0331* NAD 83(1986)-  42 48 19.     (N)    082 57 23.     (W)     SCALED    
 NE0331* NAVD 88     -       223.334  (meters)     732.72   (feet)  ADJUSTED  
 NE0331  ___________________________________________________________________
 NE0331  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0331  DYNAMIC HT  -         223.267 (meters)     732.50  (feet)  COMP
 NE0331  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 NE0331
 NE0331  VERT ORDER  -  SECOND    CLASS 0
 NE0331
 NE0331.The horizontal coordinates were scaled from a topographic map and have
 NE0331.an estimated accuracy of +/- 6 seconds.
 NE0331
 NE0331.The orthometric height was determined by differential leveling
 NE0331.and adjusted by the National Geodetic Survey in June 1991..
 NE0331
 NE0331.The geoid height was determined by GEOID03.
 NE0331
 NE0331.The dynamic height is computed by dividing the NAVD 88
 NE0331.geopotential number by the normal gravity value computed on the
 NE0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0331.degrees latitude (g = 980.6199 gals.).
 NE0331
 NE0331.The modeled gravity was interpolated from observed gravity values.
 NE0331
 NE0331;                    North         East    Units  Estimated Accuracy
 NE0331;SPC MI S     -   145,950.    4,115,340.      MT  (+/- 180 meters Scaled)
 NE0331
 NE0331                          SUPERSEDED SURVEY CONTROL
 NE0331
 NE0331  NGVD 29 (??/??/92)  223.466  (m)          733.15   (f) ADJ UNCH    2 0
 NE0331
 NE0331.Superseded values are not recommended for survey control.
 NE0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0331.See file dsdata.txt to determine how the superseded data were derived.
 NE0331
 NE0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH400410(NAD 83)
 NE0331_MARKER: DD = SURVEY DISK
 NE0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0331+STABILITY: SURFACE MOTION
 NE0331
 NE0331  HISTORY     - Date     Condition        Report By
 NE0331  HISTORY     - UNK      MONUMENTED       MIGS
 NE0331  HISTORY     - 1940     GOOD             NGS
 NE0331  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0331
 NE0331                          STATION DESCRIPTION
 NE0331
 NE0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0331'3 MI E FROM ROMEO.
 NE0331'3.0 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0331'AT ROMEO, MACOMB COUNTY, 0.4 MILE EAST OF THE INTERSECTION WITH
 NE0331'ZIELISCH ROAD, 36.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NE0331'A CULVERT, 41.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 7.4
 NE0331'FEET NORTHEAST OF POLE 169-1/2, AND ABOUT 1.0 FOOT LOWER THAN
 NE0331'THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0331'CONCRETE POST.
 NE0331
 NE0331                          STATION RECOVERY (1988)
 NE0331
 NE0331'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0334 ***********************************************************************
 NE0334  DESIGNATION -  50 E
 NE0334  PID         -  NE0334
 NE0334  STATE/COUNTY-  MI/MACOMB
 NE0334  USGS QUAD   -  ARMADA (1991)
 NE0334
 NE0334                         *CURRENT SURVEY CONTROL
 NE0334  ___________________________________________________________________
 NE0334* NAD 83(1986)-  42 48 20.     (N)    082 55 53.     (W)     SCALED    
 NE0334* NAVD 88     -       219.730  (meters)     720.90   (feet)  ADJUSTED  
 NE0334  ___________________________________________________________________
 NE0334  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0334  DYNAMIC HT  -         219.665 (meters)     720.68  (feet)  COMP
 NE0334  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 NE0334
 NE0334  VERT ORDER  -  SECOND    CLASS 0
 NE0334
 NE0334.The horizontal coordinates were scaled from a topographic map and have
 NE0334.an estimated accuracy of +/- 6 seconds.
 NE0334
 NE0334.The orthometric height was determined by differential leveling
 NE0334.and adjusted by the National Geodetic Survey in June 1991..
 NE0334
 NE0334.The geoid height was determined by GEOID03.
 NE0334
 NE0334.The dynamic height is computed by dividing the NAVD 88
 NE0334.geopotential number by the normal gravity value computed on the
 NE0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0334.degrees latitude (g = 980.6199 gals.).
 NE0334
 NE0334.The modeled gravity was interpolated from observed gravity values.
 NE0334
 NE0334;                    North         East    Units  Estimated Accuracy
 NE0334;SPC MI S     -   146,020.    4,117,390.      MT  (+/- 180 meters Scaled)
 NE0334
 NE0334                          SUPERSEDED SURVEY CONTROL
 NE0334
 NE0334  NGVD 29 (??/??/92)  219.864  (m)          721.34   (f) ADJ UNCH    2 0
 NE0334
 NE0334.Superseded values are not recommended for survey control.
 NE0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0334.See file dsdata.txt to determine how the superseded data were derived.
 NE0334
 NE0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH420410(NAD 83)
 NE0334_MARKER: DD = SURVEY DISK
 NE0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0334+STABILITY: SURFACE MOTION
 NE0334
 NE0334  HISTORY     - Date     Condition        Report By
 NE0334  HISTORY     - UNK      MONUMENTED       MIGS
 NE0334  HISTORY     - 1940     GOOD             NGS
 NE0334  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0334
 NE0334                          STATION DESCRIPTION
 NE0334
 NE0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0334'4.3 MI E FROM ROMEO.
 NE0334'4.3 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0334'AT ROMEO, MACOMB COUNTY, 0.4 MILE WEST OF THE INTERSECTION WITH
 NE0334'HICKS ROAD, IN A LAWN, 28 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0334'CORNER OF THE G. HILLMAN TWO-STORY WHITE FARMHOUSE, 49.0 FEET
 NE0334'NORTH OF THE CENTERLINE OF THE ROAD, AND 2.7 FEET WEST OF A
 NE0334'WIRE FENCE.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0334'CONCRETE POST.
 NE0334
 NE0334                          STATION RECOVERY (1988)
 NE0334
 NE0334'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0333 ***********************************************************************
 NE0333  DESIGNATION -  50 F
 NE0333  PID         -  NE0333
 NE0333  STATE/COUNTY-  MI/MACOMB
 NE0333  USGS QUAD   -  ARMADA (1991)
 NE0333
 NE0333                         *CURRENT SURVEY CONTROL
 NE0333  ___________________________________________________________________
 NE0333* NAD 83(1986)-  42 48 21.     (N)    082 55 23.     (W)     SCALED    
 NE0333* NAVD 88     -       219.623  (meters)     720.55   (feet)  ADJUSTED  
 NE0333  ___________________________________________________________________
 NE0333  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0333  DYNAMIC HT  -         219.558 (meters)     720.33  (feet)  COMP
 NE0333  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 NE0333
 NE0333  VERT ORDER  -  SECOND    CLASS 0
 NE0333
 NE0333.The horizontal coordinates were scaled from a topographic map and have
 NE0333.an estimated accuracy of +/- 6 seconds.
 NE0333
 NE0333.The orthometric height was determined by differential leveling
 NE0333.and adjusted by the National Geodetic Survey in June 1991..
 NE0333
 NE0333.The geoid height was determined by GEOID03.
 NE0333
 NE0333.The dynamic height is computed by dividing the NAVD 88
 NE0333.geopotential number by the normal gravity value computed on the
 NE0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0333.degrees latitude (g = 980.6199 gals.).
 NE0333
 NE0333.The modeled gravity was interpolated from observed gravity values.
 NE0333
 NE0333;                    North         East    Units  Estimated Accuracy
 NE0333;SPC MI S     -   146,060.    4,118,070.      MT  (+/- 180 meters Scaled)
 NE0333
 NE0333                          SUPERSEDED SURVEY CONTROL
 NE0333
 NE0333  NGVD 29 (??/??/92)  219.757  (m)          720.99   (f) ADJ UNCH    2 0
 NE0333
 NE0333.Superseded values are not recommended for survey control.
 NE0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0333.See file dsdata.txt to determine how the superseded data were derived.
 NE0333
 NE0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH427410(NAD 83)
 NE0333_MARKER: DD = SURVEY DISK
 NE0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0333+STABILITY: SURFACE MOTION
 NE0333
 NE0333  HISTORY     - Date     Condition        Report By
 NE0333  HISTORY     - UNK      MONUMENTED       MIGS
 NE0333  HISTORY     - 1940     GOOD             NGS
 NE0333  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0333
 NE0333                          STATION DESCRIPTION
 NE0333
 NE0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0333'4.5 MI E FROM ROMEO.
 NE0333'4.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0333'AT ROMEO, MACOMB COUNTY, AT THE INTERSECTION WITH HICKS ROAD,
 NE0333'35.5 FEET WEST OF THE CENTERLINE OF HICKS ROAD, 34.0 FEET NORTH
 NE0333'OF THE CENTERLINE OF DIVISION ROAD, 33 YARDS SOUTHEAST OF THE
 NE0333'CORNER OF A SCHOOLHOUSE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 NE0333'A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0333
 NE0333                          STATION RECOVERY (1988)
 NE0333
 NE0333'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0336 ***********************************************************************
 NE0336  DESIGNATION -  50 G
 NE0336  PID         -  NE0336
 NE0336  STATE/COUNTY-  MI/MACOMB
 NE0336  USGS QUAD   -  ARMADA (1991)
 NE0336
 NE0336                         *CURRENT SURVEY CONTROL
 NE0336  ___________________________________________________________________
 NE0336* NAD 83(1986)-  42 48 22.     (N)    082 52 59.     (W)     SCALED    
 NE0336* NAVD 88     -       212.849  (meters)     698.32   (feet)  ADJUSTED  
 NE0336  ___________________________________________________________________
 NE0336  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0336  DYNAMIC HT  -         212.786 (meters)     698.12  (feet)  COMP
 NE0336  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 NE0336
 NE0336  VERT ORDER  -  SECOND    CLASS 0
 NE0336
 NE0336.The horizontal coordinates were scaled from a topographic map and have
 NE0336.an estimated accuracy of +/- 6 seconds.
 NE0336
 NE0336.The orthometric height was determined by differential leveling
 NE0336.and adjusted by the National Geodetic Survey in June 1991..
 NE0336
 NE0336.The geoid height was determined by GEOID03.
 NE0336
 NE0336.The dynamic height is computed by dividing the NAVD 88
 NE0336.geopotential number by the normal gravity value computed on the
 NE0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0336.degrees latitude (g = 980.6199 gals.).
 NE0336
 NE0336.The modeled gravity was interpolated from observed gravity values.
 NE0336
 NE0336;                    North         East    Units  Estimated Accuracy
 NE0336;SPC MI S     -   146,150.    4,121,340.      MT  (+/- 180 meters Scaled)
 NE0336
 NE0336                          SUPERSEDED SURVEY CONTROL
 NE0336
 NE0336  NGVD 29 (??/??/92)  212.986  (m)          698.77   (f) ADJ UNCH    2 0
 NE0336
 NE0336.Superseded values are not recommended for survey control.
 NE0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0336.See file dsdata.txt to determine how the superseded data were derived.
 NE0336
 NE0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460410(NAD 83)
 NE0336_MARKER: DD = SURVEY DISK
 NE0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0336+STABILITY: SURFACE MOTION
 NE0336
 NE0336  HISTORY     - Date     Condition        Report By
 NE0336  HISTORY     - UNK      MONUMENTED       MIGS
 NE0336  HISTORY     - 1940     GOOD             NGS
 NE0336  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0336
 NE0336                          STATION DESCRIPTION
 NE0336
 NE0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0336'6.5 MI E FROM ROMEO.
 NE0336'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0336'AT ROMEO, MACOMB COUNTY, AT THE INTERSECTION WITH NORTH ROAD,
 NE0336'57 FEET EAST OF THE CENTERLINE OF NORTH ROAD, 32.2 FEET SOUTH
 NE0336'OF THE CENTERLINE OF DIVISION ROAD, 60 YARDS SOUTHWEST OF THE
 NE0336'SOUTHWEST CORNER OF A TEXACO SERVICE STATION, IN THE CENTER OF
 NE0336'THE NORTH SIDE OF A TRIANGULAR PATCH OF GRASS, AND ABOUT LEVEL
 NE0336'WITH THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP
 NE0336'OF A CONCRETE POST.
 NE0336
 NE0336                          STATION RECOVERY (1988)
 NE0336
 NE0336'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0335 ***********************************************************************
 NE0335  DESIGNATION -  50 H
 NE0335  PID         -  NE0335
 NE0335  STATE/COUNTY-  MI/MACOMB
 NE0335  USGS QUAD   -  ARMADA (1991)
 NE0335
 NE0335                         *CURRENT SURVEY CONTROL
 NE0335  ___________________________________________________________________
 NE0335* NAD 83(1986)-  42 48 03.     (N)    082 52 59.     (W)     SCALED    
 NE0335* NAVD 88     -       210.281  (meters)     689.90   (feet)  ADJUSTED  
 NE0335  ___________________________________________________________________
 NE0335  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0335  DYNAMIC HT  -         210.219 (meters)     689.69  (feet)  COMP
 NE0335  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 NE0335
 NE0335  VERT ORDER  -  SECOND    CLASS 0
 NE0335
 NE0335.The horizontal coordinates were scaled from a topographic map and have
 NE0335.an estimated accuracy of +/- 6 seconds.
 NE0335
 NE0335.The orthometric height was determined by differential leveling
 NE0335.and adjusted by the National Geodetic Survey in June 1991..
 NE0335
 NE0335.The geoid height was determined by GEOID03.
 NE0335
 NE0335.The dynamic height is computed by dividing the NAVD 88
 NE0335.geopotential number by the normal gravity value computed on the
 NE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0335.degrees latitude (g = 980.6199 gals.).
 NE0335
 NE0335.The modeled gravity was interpolated from observed gravity values.
 NE0335
 NE0335;                    North         East    Units  Estimated Accuracy
 NE0335;SPC MI S     -   145,560.    4,121,350.      MT  (+/- 180 meters Scaled)
 NE0335
 NE0335                          SUPERSEDED SURVEY CONTROL
 NE0335
 NE0335  NGVD 29 (??/??/92)  210.419  (m)          690.35   (f) ADJ UNCH    2 0
 NE0335
 NE0335.Superseded values are not recommended for survey control.
 NE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0335.See file dsdata.txt to determine how the superseded data were derived.
 NE0335
 NE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460404(NAD 83)
 NE0335_MARKER: DD = SURVEY DISK
 NE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0335+STABILITY: SURFACE MOTION
 NE0335
 NE0335  HISTORY     - Date     Condition        Report By
 NE0335  HISTORY     - UNK      MONUMENTED       MIGS
 NE0335  HISTORY     - 1940     GOOD             NGS
 NE0335  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0335
 NE0335                          STATION DESCRIPTION
 NE0335
 NE0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0335'6.8 MI SE FROM ROMEO.
 NE0335'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0335'AT ROMEO, MACOMB COUNTY, THENCE 0.3 MILE SOUTH ALONG NORTH ROAD,
 NE0335'40 YARDS NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED
 NE0335'TWO-STORY FARMHOUSE, 28.2 FEET EAST OF THE CENTERLINE OF THE
 NE0335'ROAD, 31.1 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, AND
 NE0335'ABOUT 6 INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0335'DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0335
 NE0335                          STATION RECOVERY (1988)
 NE0335
 NE0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0338 ***********************************************************************
 NE0338  DESIGNATION -  50 J
 NE0338  PID         -  NE0338
 NE0338  STATE/COUNTY-  MI/MACOMB
 NE0338  USGS QUAD   -  ARMADA (1991)
 NE0338
 NE0338                         *CURRENT SURVEY CONTROL
 NE0338  ___________________________________________________________________
 NE0338* NAD 83(1986)-  42 46 08.     (N)    082 52 55.     (W)     SCALED    
 NE0338* NAVD 88     -       198.834  (meters)     652.34   (feet)  ADJUSTED  
 NE0338  ___________________________________________________________________
 NE0338  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0338  DYNAMIC HT  -         198.775 (meters)     652.15  (feet)  COMP
 NE0338  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 NE0338
 NE0338  VERT ORDER  -  SECOND    CLASS 0
 NE0338
 NE0338.The horizontal coordinates were scaled from a topographic map and have
 NE0338.an estimated accuracy of +/- 6 seconds.
 NE0338
 NE0338.The orthometric height was determined by differential leveling
 NE0338.and adjusted by the National Geodetic Survey in June 1991..
 NE0338
 NE0338.The geoid height was determined by GEOID03.
 NE0338
 NE0338.The dynamic height is computed by dividing the NAVD 88
 NE0338.geopotential number by the normal gravity value computed on the
 NE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0338.degrees latitude (g = 980.6199 gals.).
 NE0338
 NE0338.The modeled gravity was interpolated from observed gravity values.
 NE0338
 NE0338;                    North         East    Units  Estimated Accuracy
 NE0338;SPC MI S     -   142,020.    4,121,500.      MT  (+/- 180 meters Scaled)
 NE0338
 NE0338                          SUPERSEDED SURVEY CONTROL
 NE0338
 NE0338  NGVD 29 (??/??/92)  198.975  (m)          652.80   (f) ADJ UNCH    2 0
 NE0338
 NE0338.Superseded values are not recommended for survey control.
 NE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0338.See file dsdata.txt to determine how the superseded data were derived.
 NE0338
 NE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460368(NAD 83)
 NE0338_MARKER: DD = SURVEY DISK
 NE0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0338+STABILITY: SURFACE MOTION
 NE0338
 NE0338  HISTORY     - Date     Condition        Report By
 NE0338  HISTORY     - UNK      MONUMENTED       MIGS
 NE0338  HISTORY     - 1940     GOOD             NGS
 NE0338  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0338
 NE0338                          STATION DESCRIPTION
 NE0338
 NE0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0338'8.4 MI SE FROM ROMEO.
 NE0338'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0338'AT ROMEO, MACOMB COUNTY, THENCE 1.8 MILES SOUTH ALONG NORTH
 NE0338'ROAD, 0.5 MILE NORTH OF THE INTERSECTION WITH KNIGHT ROAD, 22.1
 NE0338'FEET SOUTHWEST OF THE SOUTH END OF A 12-INCH IRON CULVERT, 27.7
 NE0338'FEET WEST OF THE CENTERLINE OF THE ROAD, 15.4 FEET SOUTH OF A
 NE0338'WIRE FENCE, 9.4 FEET SOUTHEAST OF A 24-INCH ELM TREE, AND ABOUT
 NE0338'LEVEL WITH THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0338'TOP OF A CONCRETE POST.
 NE0338
 NE0338                          STATION RECOVERY (1988)
 NE0338
 NE0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0337 ***********************************************************************
 NE0337  DESIGNATION -  50 K
 NE0337  PID         -  NE0337
 NE0337  STATE/COUNTY-  MI/MACOMB
 NE0337  USGS QUAD   -  ARMADA (1991)
 NE0337
 NE0337                         *CURRENT SURVEY CONTROL
 NE0337  ___________________________________________________________________
 NE0337* NAD 83(1986)-  42 45 43.     (N)    082 52 54.     (W)     SCALED    
 NE0337* NAVD 88     -       196.234  (meters)     643.81   (feet)  ADJUSTED  
 NE0337  ___________________________________________________________________
 NE0337  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0337  DYNAMIC HT  -         196.177 (meters)     643.62  (feet)  COMP
 NE0337  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 NE0337
 NE0337  VERT ORDER  -  SECOND    CLASS 0
 NE0337
 NE0337.The horizontal coordinates were scaled from a topographic map and have
 NE0337.an estimated accuracy of +/- 6 seconds.
 NE0337
 NE0337.The orthometric height was determined by differential leveling
 NE0337.and adjusted by the National Geodetic Survey in June 1991..
 NE0337
 NE0337.The geoid height was determined by GEOID03.
 NE0337
 NE0337.The dynamic height is computed by dividing the NAVD 88
 NE0337.geopotential number by the normal gravity value computed on the
 NE0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0337.degrees latitude (g = 980.6199 gals.).
 NE0337
 NE0337.The modeled gravity was interpolated from observed gravity values.
 NE0337
 NE0337;                    North         East    Units  Estimated Accuracy
 NE0337;SPC MI S     -   141,250.    4,121,540.      MT  (+/- 180 meters Scaled)
 NE0337
 NE0337                          SUPERSEDED SURVEY CONTROL
 NE0337
 NE0337  NGVD 29 (??/??/92)  196.376  (m)          644.28   (f) ADJ UNCH    2 0
 NE0337
 NE0337.Superseded values are not recommended for survey control.
 NE0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0337.See file dsdata.txt to determine how the superseded data were derived.
 NE0337
 NE0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH460360(NAD 83)
 NE0337_MARKER: DD = SURVEY DISK
 NE0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0337+STABILITY: SURFACE MOTION
 NE0337
 NE0337  HISTORY     - Date     Condition        Report By
 NE0337  HISTORY     - UNK      MONUMENTED       MIGS
 NE0337  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0337  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0337
 NE0337                          STATION DESCRIPTION
 NE0337
 NE0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0337'8.9 MI SE FROM ROMEO.
 NE0337'6.5 MILES EAST ALONG DIVISION ROAD FROM THE ROMEO SAVINGS BANK
 NE0337'AT ROMEO, MACOMB COUNTY, THENCE 2.4 MILES SOUTH ALONG NORTH
 NE0337'ROAD, 42 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION WITH
 NE0337'KNIGHT ROAD, 31 FEET NORTH OF THE CENTERLINE OF KNIGHT ROAD,
 NE0337'28.5 FEET EAST OF THE CENTERLINE OF NORTH ROAD, 44 YARDS SOUTHWEST
 NE0337'OF THE SOUTHWEST CORNER OF A TEXACO SERVICE STATION, AND ABOUT
 NE0337'6 INCHES HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK
 NE0337'SET IN THE TOP OF A CONCRETE POST.
 NE0337
 NE0337                          STATION RECOVERY (1988)
 NE0337
 NE0337'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0340 ***********************************************************************
 NE0340  DESIGNATION -  50 L
 NE0340  PID         -  NE0340
 NE0340  STATE/COUNTY-  MI/MACOMB
 NE0340  USGS QUAD   -  ARMADA (1991)
 NE0340
 NE0340                         *CURRENT SURVEY CONTROL
 NE0340  ___________________________________________________________________
 NE0340* NAD 83(1986)-  42 45 40.     (N)    082 55 05.     (W)     SCALED    
 NE0340* NAVD 88     -       200.653  (meters)     658.31   (feet)  ADJUSTED  
 NE0340  ___________________________________________________________________
 NE0340  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0340  DYNAMIC HT  -         200.594 (meters)     658.12  (feet)  COMP
 NE0340  MODELED GRAV-     980,321.2   (mgal)                       NAVD 88
 NE0340
 NE0340  VERT ORDER  -  SECOND    CLASS 0
 NE0340
 NE0340.The horizontal coordinates were scaled from a topographic map and have
 NE0340.an estimated accuracy of +/- 6 seconds.
 NE0340
 NE0340.The orthometric height was determined by differential leveling
 NE0340.and adjusted by the National Geodetic Survey in June 1991..
 NE0340
 NE0340.The geoid height was determined by GEOID03.
 NE0340
 NE0340.The dynamic height is computed by dividing the NAVD 88
 NE0340.geopotential number by the normal gravity value computed on the
 NE0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0340.degrees latitude (g = 980.6199 gals.).
 NE0340
 NE0340.The modeled gravity was interpolated from observed gravity values.
 NE0340
 NE0340;                    North         East    Units  Estimated Accuracy
 NE0340;SPC MI S     -   141,100.    4,118,560.      MT  (+/- 180 meters Scaled)
 NE0340
 NE0340                          SUPERSEDED SURVEY CONTROL
 NE0340
 NE0340  NGVD 29 (??/??/92)  200.795  (m)          658.77   (f) ADJ UNCH    2 0
 NE0340
 NE0340.Superseded values are not recommended for survey control.
 NE0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0340.See file dsdata.txt to determine how the superseded data were derived.
 NE0340
 NE0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH430360(NAD 83)
 NE0340_MARKER: DD = SURVEY DISK
 NE0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0340+STABILITY: SURFACE MOTION
 NE0340
 NE0340  HISTORY     - Date     Condition        Report By
 NE0340  HISTORY     - UNK      MONUMENTED       MIGS
 NE0340  HISTORY     - 1940     GOOD             NGS
 NE0340  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE0340
 NE0340                          STATION DESCRIPTION
 NE0340
 NE0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0340'8.3 MI SE FROM ROMEO.
 NE0340'8.3 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0340'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 0.4 MILE
 NE0340'EAST OF THE INTERSECTION WITH WOLCOTT ROAD, 23 YARDS NORTHWEST
 NE0340'OF THE NORTHWEST CORNER OF THE WILLIAM KLUSENDORF FARMHOUSE,
 NE0340'19.6 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3.3 FEET SOUTH
 NE0340'OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE
 NE0340'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0340
 NE0340                          STATION RECOVERY (2003)
 NE0340
 NE0340'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0340'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0339 ***********************************************************************
 NE0339  DESIGNATION -  50 M
 NE0339  PID         -  NE0339
 NE0339  STATE/COUNTY-  MI/MACOMB
 NE0339  USGS QUAD   -  ARMADA (1991)
 NE0339
 NE0339                         *CURRENT SURVEY CONTROL
 NE0339  ___________________________________________________________________
 NE0339* NAD 83(1986)-  42 45 39.     (N)    082 55 36.     (W)     SCALED    
 NE0339* NAVD 88     -       204.118  (meters)     669.68   (feet)  ADJUSTED  
 NE0339  ___________________________________________________________________
 NE0339  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0339  DYNAMIC HT  -         204.058 (meters)     669.48  (feet)  COMP
 NE0339  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 NE0339
 NE0339  VERT ORDER  -  SECOND    CLASS 0
 NE0339
 NE0339.The horizontal coordinates were scaled from a topographic map and have
 NE0339.an estimated accuracy of +/- 6 seconds.
 NE0339
 NE0339.The orthometric height was determined by differential leveling
 NE0339.and adjusted by the National Geodetic Survey in June 1991..
 NE0339
 NE0339.The geoid height was determined by GEOID03.
 NE0339
 NE0339.The dynamic height is computed by dividing the NAVD 88
 NE0339.geopotential number by the normal gravity value computed on the
 NE0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0339.degrees latitude (g = 980.6199 gals.).
 NE0339
 NE0339.The modeled gravity was interpolated from observed gravity values.
 NE0339
 NE0339;                    North         East    Units  Estimated Accuracy
 NE0339;SPC MI S     -   141,060.    4,117,860.      MT  (+/- 180 meters Scaled)
 NE0339
 NE0339                          SUPERSEDED SURVEY CONTROL
 NE0339
 NE0339  NGVD 29 (??/??/92)  204.260  (m)          670.14   (f) ADJ UNCH    2 0
 NE0339
 NE0339.Superseded values are not recommended for survey control.
 NE0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0339.See file dsdata.txt to determine how the superseded data were derived.
 NE0339
 NE0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH423360(NAD 83)
 NE0339_MARKER: DD = SURVEY DISK
 NE0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0339+STABILITY: SURFACE MOTION
 NE0339
 NE0339  HISTORY     - Date     Condition        Report By
 NE0339  HISTORY     - UNK      MONUMENTED       MIGS
 NE0339  HISTORY     - 1940     GOOD             NGS
 NE0339  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0339
 NE0339                          STATION DESCRIPTION
 NE0339
 NE0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0339'7.9 MI SE FROM ROMEO.
 NE0339'7.9 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0339'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 33.4 FEET
 NE0339'SOUTHWEST OF THE CENTER OF THE INTERSECTION WITH WOLCOTT ROAD,
 NE0339'20.7 FEET WEST OF THE CENTERLINE OF WOLCOTT ROAD, 25.6 FEET
 NE0339'SOUTH OF THE CENTERLINE OF KNIGHT ROAD, 4.1 FEET EAST OF A
 NE0339'WIRE-FENCE CORNER POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 NE0339'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0339
 NE0339                          STATION RECOVERY (1988)
 NE0339
 NE0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0342 ***********************************************************************
 NE0342  DESIGNATION -  50 N
 NE0342  PID         -  NE0342
 NE0342  STATE/COUNTY-  MI/MACOMB
 NE0342  USGS QUAD   -  ARMADA (1991)
 NE0342
 NE0342                         *CURRENT SURVEY CONTROL
 NE0342  ___________________________________________________________________
 NE0342* NAD 83(1986)-  42 45 37.     (N)    082 57 41.     (W)     SCALED    
 NE0342* NAVD 88     -       208.436  (meters)     683.84   (feet)  ADJUSTED  
 NE0342  ___________________________________________________________________
 NE0342  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0342  DYNAMIC HT  -         208.373 (meters)     683.64  (feet)  COMP
 NE0342  MODELED GRAV-     980,316.9   (mgal)                       NAVD 88
 NE0342
 NE0342  VERT ORDER  -  SECOND    CLASS 0
 NE0342
 NE0342.The horizontal coordinates were scaled from a topographic map and have
 NE0342.an estimated accuracy of +/- 6 seconds.
 NE0342
 NE0342.The orthometric height was determined by differential leveling
 NE0342.and adjusted by the National Geodetic Survey in June 1991..
 NE0342
 NE0342.The geoid height was determined by GEOID03.
 NE0342
 NE0342.The dynamic height is computed by dividing the NAVD 88
 NE0342.geopotential number by the normal gravity value computed on the
 NE0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0342.degrees latitude (g = 980.6199 gals.).
 NE0342
 NE0342.The modeled gravity was interpolated from observed gravity values.
 NE0342
 NE0342;                    North         East    Units  Estimated Accuracy
 NE0342;SPC MI S     -   140,950.    4,115,020.      MT  (+/- 180 meters Scaled)
 NE0342
 NE0342                          SUPERSEDED SURVEY CONTROL
 NE0342
 NE0342  NGVD 29 (??/??/92)  208.576  (m)          684.30   (f) ADJ UNCH    2 0
 NE0342
 NE0342.Superseded values are not recommended for survey control.
 NE0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0342.See file dsdata.txt to determine how the superseded data were derived.
 NE0342
 NE0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH395360(NAD 83)
 NE0342_MARKER: DD = SURVEY DISK
 NE0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0342+STABILITY: SURFACE MOTION
 NE0342
 NE0342  HISTORY     - Date     Condition        Report By
 NE0342  HISTORY     - UNK      MONUMENTED       MIGS
 NE0342  HISTORY     - 1940     GOOD             NGS
 NE0342  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0342  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0342
 NE0342                          STATION DESCRIPTION
 NE0342
 NE0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0342'6.1 MI SE FROM ROMEO.
 NE0342'6.1 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0342'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 48.2 FEET
 NE0342'NORTHWEST OF THE CENTER OF THE INTERSECTION WITH ZIELISCH ROAD,
 NE0342'37 FEET WEST OF THE CENTERLINE OF ZIELISCH ROAD, 29.8 FEET NORTH
 NE0342'OF THE CENTERLINE OF KNIGHT ROAD, 16 YARDS SOUTHEAST OF THE
 NE0342'SOUTHEAST CORNER OF THE ARTHUR PETTERS TWO-STORY WHITE FARMHOUSE,
 NE0342'AND 15.4 FEET WEST OF THE WEST CORNER OF A CONCRETE CULVERT.
 NE0342'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 NE0342'ABOUT LEVEL WITH THE GROUND.
 NE0342
 NE0342                          STATION RECOVERY (1988)
 NE0342
 NE0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0342'MARK NOT FOUND.
 NE0342
 NE0342                          STATION RECOVERY (1999)
 NE0342
 NE0342'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0341 ***********************************************************************
 NE0341  DESIGNATION -  50 P
 NE0341  PID         -  NE0341
 NE0341  STATE/COUNTY-  MI/MACOMB
 NE0341  USGS QUAD   -  ARMADA (1991)
 NE0341
 NE0341                         *CURRENT SURVEY CONTROL
 NE0341  ___________________________________________________________________
 NE0341* NAD 83(1986)-  42 45 38.     (N)    082 58 22.     (W)     SCALED    
 NE0341* NAVD 88     -       208.897  (meters)     685.36   (feet)  ADJUSTED  
 NE0341  ___________________________________________________________________
 NE0341  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE0341  DYNAMIC HT  -         208.834 (meters)     685.15  (feet)  COMP
 NE0341  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NE0341
 NE0341  VERT ORDER  -  SECOND    CLASS 0
 NE0341
 NE0341.The horizontal coordinates were scaled from a topographic map and have
 NE0341.an estimated accuracy of +/- 6 seconds.
 NE0341
 NE0341.The orthometric height was determined by differential leveling
 NE0341.and adjusted by the National Geodetic Survey in June 1991..
 NE0341
 NE0341.The geoid height was determined by GEOID03.
 NE0341
 NE0341.The dynamic height is computed by dividing the NAVD 88
 NE0341.geopotential number by the normal gravity value computed on the
 NE0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0341.degrees latitude (g = 980.6199 gals.).
 NE0341
 NE0341.The modeled gravity was interpolated from observed gravity values.
 NE0341
 NE0341;                    North         East    Units  Estimated Accuracy
 NE0341;SPC MI S     -   140,960.    4,114,080.      MT  (+/- 180 meters Scaled)
 NE0341
 NE0341                          SUPERSEDED SURVEY CONTROL
 NE0341
 NE0341  NGVD 29 (??/??/92)  209.037  (m)          685.82   (f) ADJ UNCH    2 0
 NE0341
 NE0341.Superseded values are not recommended for survey control.
 NE0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0341.See file dsdata.txt to determine how the superseded data were derived.
 NE0341
 NE0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH385361(NAD 83)
 NE0341_MARKER: DD = SURVEY DISK
 NE0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0341+STABILITY: SURFACE MOTION
 NE0341
 NE0341  HISTORY     - Date     Condition        Report By
 NE0341  HISTORY     - UNK      MONUMENTED       MIGS
 NE0341  HISTORY     - 1940     GOOD             NGS
 NE0341  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0341
 NE0341                          STATION DESCRIPTION
 NE0341
 NE0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0341'5.5 MI SE FROM ROMEO.
 NE0341'5.5 MILES SOUTH AND EAST ALONG STATE HIGHWAY 53 AND KNIGHT ROAD
 NE0341'FROM THE ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 0.6 MILE
 NE0341'WEST OF THE INTERSECTION WITH ZIELISCH ROAD, 17 YARDS NORTHEAST
 NE0341'OF THE NORTHEAST CORNER OF THE F. SMITH TWO-STORY WHITE FARMHOUSE,
 NE0341'29.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 16.2 FEET NORTHEAST
 NE0341'OF A WIRE-FENCE CORNER POST, 2.4 FEET NORTH OF A WIRE FENCE,
 NE0341'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0341'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0341
 NE0341                          STATION RECOVERY (1999)
 NE0341
 NE0341'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0403 ***********************************************************************
 NE0403  DESIGNATION -  50 Q
 NE0403  PID         -  NE0403
 NE0403  STATE/COUNTY-  MI/MACOMB
 NE0403  USGS QUAD   -  ROMEO (1991)
 NE0403
 NE0403                         *CURRENT SURVEY CONTROL
 NE0403  ___________________________________________________________________
 NE0403* NAD 83(1986)-  42 45 27.     (N)    083 01 06.     (W)     SCALED    
 NE0403* NAVD 88     -       228.820  (meters)     750.72   (feet)  ADJUSTED  
 NE0403  ___________________________________________________________________
 NE0403  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0403  DYNAMIC HT  -         228.750 (meters)     750.49  (feet)  COMP
 NE0403  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 NE0403
 NE0403  VERT ORDER  -  SECOND    CLASS 0
 NE0403
 NE0403.The horizontal coordinates were scaled from a topographic map and have
 NE0403.an estimated accuracy of +/- 6 seconds.
 NE0403
 NE0403.The orthometric height was determined by differential leveling
 NE0403.and adjusted by the National Geodetic Survey in June 1991..
 NE0403
 NE0403.The geoid height was determined by GEOID03.
 NE0403
 NE0403.The dynamic height is computed by dividing the NAVD 88
 NE0403.geopotential number by the normal gravity value computed on the
 NE0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0403.degrees latitude (g = 980.6199 gals.).
 NE0403
 NE0403.The modeled gravity was interpolated from observed gravity values.
 NE0403
 NE0403;                    North         East    Units  Estimated Accuracy
 NE0403;SPC MI S     -   140,560.    4,110,360.      MT  (+/- 180 meters Scaled)
 NE0403
 NE0403                          SUPERSEDED SURVEY CONTROL
 NE0403
 NE0403  NGVD 29 (??/??/92)  228.951  (m)          751.15   (f) ADJ UNCH    2 0
 NE0403
 NE0403.Superseded values are not recommended for survey control.
 NE0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0403.See file dsdata.txt to determine how the superseded data were derived.
 NE0403
 NE0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH348358(NAD 83)
 NE0403_MARKER: DD = SURVEY DISK
 NE0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0403+STABILITY: SURFACE MOTION
 NE0403
 NE0403  HISTORY     - Date     Condition        Report By
 NE0403  HISTORY     - UNK      MONUMENTED       MIGS
 NE0403  HISTORY     - 1940     GOOD             NGS
 NE0403  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0403  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0403
 NE0403                          STATION DESCRIPTION
 NE0403
 NE0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0403'3 MI S FROM ROMEO.
 NE0403'3.0 MILES SOUTH ALONG STATE HIGHWAY M 53 FROM THE ROMEO SAVINGS
 NE0403'BANK AT ROMEO, MACOMB COUNTY, AT THE CROSSING OF THE GRAND
 NE0403'TRUNK WESTERN RAILWAY, 35 FEET SOUTH OF THE CENTERLINE OF KNIGHT
 NE0403'ROAD, 24 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN
 NE0403'THE ROADWAY.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF
 NE0403'A CONCRETE POST.
 NE0403
 NE0403                          STATION RECOVERY (1988)
 NE0403
 NE0403'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0403'MARK NOT FOUND.
 NE0403
 NE0403                          STATION RECOVERY (1999)
 NE0403
 NE0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0423 ***********************************************************************
 NE0423  DESIGNATION -  50 S
 NE0423  PID         -  NE0423
 NE0423  STATE/COUNTY-  MI/MACOMB
 NE0423  USGS QUAD   -  ROMEO (1991)
 NE0423
 NE0423                         *CURRENT SURVEY CONTROL
 NE0423  ___________________________________________________________________
 NE0423* NAD 83(1986)-  42 45 50.     (N)    083 03 28.     (W)     SCALED    
 NE0423* NAVD 88     -       260.559  (meters)     854.85   (feet)  ADJUSTED  
 NE0423  ___________________________________________________________________
 NE0423  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE0423  DYNAMIC HT  -         260.479 (meters)     854.59  (feet)  COMP
 NE0423  MODELED GRAV-     980,306.3   (mgal)                       NAVD 88
 NE0423
 NE0423  VERT ORDER  -  SECOND    CLASS 0
 NE0423
 NE0423.The horizontal coordinates were scaled from a topographic map and have
 NE0423.an estimated accuracy of +/- 6 seconds.
 NE0423
 NE0423.The orthometric height was determined by differential leveling
 NE0423.and adjusted by the National Geodetic Survey in June 1991..
 NE0423
 NE0423.The geoid height was determined by GEOID03.
 NE0423
 NE0423.The dynamic height is computed by dividing the NAVD 88
 NE0423.geopotential number by the normal gravity value computed on the
 NE0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0423.degrees latitude (g = 980.6199 gals.).
 NE0423
 NE0423.The modeled gravity was interpolated from observed gravity values.
 NE0423
 NE0423;                    North         East    Units  Estimated Accuracy
 NE0423;SPC MI S     -   141,220.    4,107,120.      MT  (+/- 180 meters Scaled)
 NE0423
 NE0423                          SUPERSEDED SURVEY CONTROL
 NE0423
 NE0423  NGVD 29 (??/??/92)  260.687  (m)          855.27   (f) ADJ UNCH    2 0
 NE0423
 NE0423.Superseded values are not recommended for survey control.
 NE0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0423.See file dsdata.txt to determine how the superseded data were derived.
 NE0423
 NE0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH316366(NAD 83)
 NE0423_MARKER: DD = SURVEY DISK
 NE0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0423+STABILITY: SURFACE MOTION
 NE0423
 NE0423  HISTORY     - Date     Condition        Report By
 NE0423  HISTORY     - UNK      MONUMENTED       MIGS
 NE0423  HISTORY     - 1940     GOOD             NGS
 NE0423  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0423  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0423
 NE0423                          STATION DESCRIPTION
 NE0423
 NE0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0423'3.3 MI SW FROM ROMEO.
 NE0423'2.0 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0423'ROMEO, MACOMB COUNTY, THENCE 1.3 MILES SOUTH ALONG MOUND ROAD,
 NE0423'73.6 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION WITH INWOOD
 NE0423'ROAD, 24.3 FEET SOUTH OF THE CENTERLINE OF INWOOD ROAD, 39.6
 NE0423'FEET WEST OF A WIRE-FENCE CORNER POST, 3.7 FEET NORTH OF A
 NE0423'WIRE FENCE, AND ABOUT 3 INCHES HIGHER THAN INWOOD ROAD.  A STATE
 NE0423'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0423
 NE0423                          STATION RECOVERY (1999)
 NE0423
 NE0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0423'MARK NOT FOUND.
 NE0423
 NE0423                          STATION RECOVERY (1999)
 NE0423
 NE0423'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0458 ***********************************************************************
 OJ0458  DESIGNATION -  50 SEB
 OJ0458  PID         -  OJ0458
 OJ0458  STATE/COUNTY-  MI/HURON
 OJ0458  USGS QUAD   -  SEBEWAING (1978)
 OJ0458
 OJ0458                         *CURRENT SURVEY CONTROL
 OJ0458  ___________________________________________________________________
 OJ0458* NAD 83(1986)-  43 44 06.     (N)    083 27 12.     (W)     SCALED    
 OJ0458* NAVD 88     -       179.404  (meters)     588.59   (feet)  ADJUSTED  
 OJ0458  ___________________________________________________________________
 OJ0458  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ0458  DYNAMIC HT  -         179.373 (meters)     588.49  (feet)  COMP
 OJ0458  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 OJ0458
 OJ0458  VERT ORDER  -  FIRST     CLASS 0
 OJ0458
 OJ0458.The horizontal coordinates were scaled from a topographic map and have
 OJ0458.an estimated accuracy of +/- 6 seconds.
 OJ0458
 OJ0458.The orthometric height was determined by differential leveling
 OJ0458.and adjusted by the National Geodetic Survey in June 1991..
 OJ0458
 OJ0458.The geoid height was determined by GEOID03.
 OJ0458
 OJ0458.The dynamic height is computed by dividing the NAVD 88
 OJ0458.geopotential number by the normal gravity value computed on the
 OJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0458.degrees latitude (g = 980.6199 gals.).
 OJ0458
 OJ0458.The modeled gravity was interpolated from observed gravity values.
 OJ0458
 OJ0458;                    North         East    Units  Estimated Accuracy
 OJ0458;SPC MI S     -   248,670.    4,073,580.      MT  (+/- 180 meters Scaled)
 OJ0458
 OJ0458                          SUPERSEDED SURVEY CONTROL
 OJ0458
 OJ0458  NGVD 29 (??/??/92)  179.550  (m)          589.07   (f) ADJ UNCH    1 0
 OJ0458
 OJ0458.Superseded values are not recommended for survey control.
 OJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0458.See file dsdata.txt to determine how the superseded data were derived.
 OJ0458
 OJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ024453(NAD 83)
 OJ0458_MARKER: DD = SURVEY DISK
 OJ0458_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0458_SP_SET: SIDEWALK
 OJ0458_STAMPING: 50 SEB
 OJ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0458
 OJ0458  HISTORY     - Date     Condition        Report By
 OJ0458  HISTORY     - 1971     MONUMENTED       RBNF
 OJ0458  HISTORY     - 1976     GOOD             NOS
 OJ0458  HISTORY     - 19980530 GOOD             USPSQD
 OJ0458
 OJ0458                          STATION DESCRIPTION
 OJ0458
 OJ0458'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0458'IN SEBEWAING.
 OJ0458'ON THE NORTH SIDE OF THE SEBEWAING RIVER, NORTHWEST OF THE CENTER ST.
 OJ0458'BRIDGE OVER THE SEBEWAING RIVER, IN SIDEWALK NEAR A BARBER SHOP, 39.6
 OJ0458'FT. NORTH OF A STEEL GUARDRAIL, 35.0 FT. WEST CENTERLINE ST., BEING
 OJ0458'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0458'SIDEWALK.
 OJ0458
 OJ0458                          STATION RECOVERY (1998)
 OJ0458
 OJ0458'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0424 ***********************************************************************
 NE0424  DESIGNATION -  50 T
 NE0424  PID         -  NE0424
 NE0424  STATE/COUNTY-  MI/OAKLAND
 NE0424  USGS QUAD   -  ROMEO (1991)
 NE0424
 NE0424                         *CURRENT SURVEY CONTROL
 NE0424  ___________________________________________________________________
 NE0424* NAD 83(1986)-  42 45 48.     (N)    083 05 52.     (W)     SCALED    
 NE0424* NAVD 88     -       276.360  (meters)     906.69   (feet)  ADJUSTED  
 NE0424  ___________________________________________________________________
 NE0424  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0424  DYNAMIC HT  -         276.275 (meters)     906.41  (feet)  COMP
 NE0424  MODELED GRAV-     980,305.5   (mgal)                       NAVD 88
 NE0424
 NE0424  VERT ORDER  -  SECOND    CLASS 0
 NE0424
 NE0424.The horizontal coordinates were scaled from a topographic map and have
 NE0424.an estimated accuracy of +/- 6 seconds.
 NE0424
 NE0424.The orthometric height was determined by differential leveling
 NE0424.and adjusted by the National Geodetic Survey in June 1991..
 NE0424
 NE0424.The geoid height was determined by GEOID03.
 NE0424
 NE0424.The dynamic height is computed by dividing the NAVD 88
 NE0424.geopotential number by the normal gravity value computed on the
 NE0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0424.degrees latitude (g = 980.6199 gals.).
 NE0424
 NE0424.The modeled gravity was interpolated from observed gravity values.
 NE0424
 NE0424;                    North         East    Units  Estimated Accuracy
 NE0424;SPC MI S     -   141,110.    4,103,850.      MT  (+/- 180 meters Scaled)
 NE0424
 NE0424                          SUPERSEDED SURVEY CONTROL
 NE0424
 NE0424  NGVD 29 (??/??/92)  276.487  (m)          907.11   (f) ADJ UNCH    2 0
 NE0424
 NE0424.Superseded values are not recommended for survey control.
 NE0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0424.See file dsdata.txt to determine how the superseded data were derived.
 NE0424
 NE0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH283366(NAD 83)
 NE0424_MARKER: DD = SURVEY DISK
 NE0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0424+STABILITY: SURFACE MOTION
 NE0424
 NE0424  HISTORY     - Date     Condition        Report By
 NE0424  HISTORY     - UNK      MONUMENTED       MIGS
 NE0424  HISTORY     - 1940     GOOD             NGS
 NE0424  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0424
 NE0424                          STATION DESCRIPTION
 NE0424
 NE0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0424'7.3 MI SW FROM ROMEO.
 NE0424'IN OAKLAND COUNTY, 4.6 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0424'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, THENCE 2.7 MILES
 NE0424'SOUTH ALONG MAJOR ROAD, 48.0 FEET SOUTHWEST OF THE CENTER OF
 NE0424'THE JUNCTION WITH INWOOD ROAD, 20.0 FEET SOUTH OF THE CENTERLINE
 NE0424'OF INWOOD ROAD, 55.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NE0424'A STONE WALL, 30.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 NE0424'BARN, 3.0 FEET NORTH OF A WIRE FENCE, AND 1.0 FOOT HIGHER THAN
 NE0424'INWOOD ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0424'CONCRETE POST.
 NE0424
 NE0424                          STATION RECOVERY (1988)
 NE0424
 NE0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0425 ***********************************************************************
 NE0425  DESIGNATION -  50 U
 NE0425  PID         -  NE0425
 NE0425  STATE/COUNTY-  MI/MACOMB
 NE0425  USGS QUAD   -  ROMEO (1991)
 NE0425
 NE0425                         *CURRENT SURVEY CONTROL
 NE0425  ___________________________________________________________________
 NE0425* NAD 83(1986)-  42 45 59.     (N)    083 05 52.     (W)     SCALED    
 NE0425* NAVD 88     -       286.925  (meters)     941.35   (feet)  ADJUSTED  
 NE0425  ___________________________________________________________________
 NE0425  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0425  DYNAMIC HT  -         286.837 (meters)     941.06  (feet)  COMP
 NE0425  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NE0425
 NE0425  VERT ORDER  -  SECOND    CLASS 0
 NE0425
 NE0425.The horizontal coordinates were scaled from a topographic map and have
 NE0425.an estimated accuracy of +/- 6 seconds.
 NE0425
 NE0425.The orthometric height was determined by differential leveling
 NE0425.and adjusted by the National Geodetic Survey in June 1991..
 NE0425
 NE0425.The geoid height was determined by GEOID03.
 NE0425
 NE0425.The dynamic height is computed by dividing the NAVD 88
 NE0425.geopotential number by the normal gravity value computed on the
 NE0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0425.degrees latitude (g = 980.6199 gals.).
 NE0425
 NE0425.The modeled gravity was interpolated from observed gravity values.
 NE0425
 NE0425;                    North         East    Units  Estimated Accuracy
 NE0425;SPC MI S     -   141,450.    4,103,840.      MT  (+/- 180 meters Scaled)
 NE0425
 NE0425                          SUPERSEDED SURVEY CONTROL
 NE0425
 NE0425  NGVD 29 (??/??/92)  287.052  (m)          941.77   (f) ADJ UNCH    2 0
 NE0425
 NE0425.Superseded values are not recommended for survey control.
 NE0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0425.See file dsdata.txt to determine how the superseded data were derived.
 NE0425
 NE0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH283370(NAD 83)
 NE0425_MARKER: DD = SURVEY DISK
 NE0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0425+STABILITY: SURFACE MOTION
 NE0425
 NE0425  HISTORY     - Date     Condition        Report By
 NE0425  HISTORY     - UNK      MONUMENTED       MIGS
 NE0425  HISTORY     - 1940     GOOD             NGS
 NE0425  HISTORY     - 19880716 POOR             USPSQD
 NE0425  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0425
 NE0425                          STATION DESCRIPTION
 NE0425
 NE0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0425'7.1 MI SW FROM ROMEO.
 NE0425'4.6 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK
 NE0425'AT ROMEO, MACOMB COUNTY, THENCE 2.5 MILES SOUTH ALONG MAJOR
 NE0425'ROAD, 0.1 MILE SOUTH OF THE JUNCTION WITH PARKS ROAD, 60 YARDS
 NE0425'SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY OF LEE RUSH, 24.5
 NE0425'FEET EAST OF THE CENTERLINE OF THE ROAD, 12.3 FEET NORTHWEST
 NE0425'OF A POLE, 3.5 FEET WEST OF A WIRE FENCE, AND ABOUT 6 INCHES
 NE0425'HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0425'TOP OF A CONCRETE POST.
 NE0425
 NE0425                          STATION RECOVERY (1988)
 NE0425
 NE0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0425'MARK RECOVERED IN POOR CONDITION.
 NE0425
 NE0425                          STATION RECOVERY (1999)
 NE0425
 NE0425'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0426 ***********************************************************************
 NE0426  DESIGNATION -  50 V
 NE0426  PID         -  NE0426
 NE0426  STATE/COUNTY-  MI/OAKLAND
 NE0426  USGS QUAD   -  LAKE ORION (1991)
 NE0426
 NE0426                         *CURRENT SURVEY CONTROL
 NE0426  ___________________________________________________________________
 NE0426* NAD 83(1986)-  42 46 07.     (N)    083 08 15.     (W)     SCALED    
 NE0426* NAVD 88     -       288.242  (meters)     945.67   (feet)  ADJUSTED  
 NE0426  ___________________________________________________________________
 NE0426  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NE0426  DYNAMIC HT  -         288.152 (meters)     945.38  (feet)  COMP
 NE0426  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 NE0426
 NE0426  VERT ORDER  -  SECOND    CLASS 0
 NE0426
 NE0426.The horizontal coordinates were scaled from a topographic map and have
 NE0426.an estimated accuracy of +/- 6 seconds.
 NE0426
 NE0426.The orthometric height was determined by differential leveling
 NE0426.and adjusted by the National Geodetic Survey in June 1991..
 NE0426
 NE0426.The geoid height was determined by GEOID03.
 NE0426
 NE0426.The dynamic height is computed by dividing the NAVD 88
 NE0426.geopotential number by the normal gravity value computed on the
 NE0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0426.degrees latitude (g = 980.6199 gals.).
 NE0426
 NE0426.The modeled gravity was interpolated from observed gravity values.
 NE0426
 NE0426;                    North         East    Units  Estimated Accuracy
 NE0426;SPC MI S     -   141,650.    4,100,590.      MT  (+/- 180 meters Scaled)
 NE0426
 NE0426                          SUPERSEDED SURVEY CONTROL
 NE0426
 NE0426  NGVD 29 (??/??/92)  288.367  (m)          946.08   (f) ADJ UNCH    2 0
 NE0426
 NE0426.Superseded values are not recommended for survey control.
 NE0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0426.See file dsdata.txt to determine how the superseded data were derived.
 NE0426
 NE0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251373(NAD 83)
 NE0426_MARKER: DD = SURVEY DISK
 NE0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0426+STABILITY: SURFACE MOTION
 NE0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0426+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0426
 NE0426  HISTORY     - Date     Condition        Report By
 NE0426  HISTORY     - UNK      MONUMENTED       MIGS
 NE0426  HISTORY     - 1940     GOOD             NGS
 NE0426  HISTORY     - 20030508 GOOD             GEOCAC
 NE0426  HISTORY     - 20060314 GOOD             INDIV
 NE0426
 NE0426                          STATION DESCRIPTION
 NE0426
 NE0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0426'7.5 MI SW FROM ROMEO.
 NE0426'IN OAKLAND COUNTY, 6.2 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0426'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, THENCE 1.3 MILES
 NE0426'SOUTH ALONG ROCHESTER ROAD, 109 YARDS SOUTH OF THE INTERSECTION
 NE0426'WITH STONEY CREEK ROAD, 49.6 FEET WEST OF THE CENTERLINE OF
 NE0426'THE ROAD, 24.8 FEET WEST OF A WIRE-FENCE CORNER POST OF A
 NE0426'CEMETERY, 25.6 FEET NORTHEAST OF A BLACK WALNUT TREE, AND ABOUT
 NE0426'1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET
 NE0426'IN THE TOP OF A CONCRETE POST.
 NE0426
 NE0426                          STATION RECOVERY (2003)
 NE0426
 NE0426'RECOVERY NOTE BY GEOCACHING 2003 (LDR)
 NE0426'INSIDE KLINE CEMETERY, NEAR NORTHEAST CORNER OF GROUNDS, ALONG NORTH
 NE0426'FENCE.  THIS
 NE0426'CHAIN-LINK FENCE ALSO RUNS ALONG THE ROCHESTER ROAD (EAST) EDGE OF THE
 NE0426'CEMETERY, AND
 NE0426'THERE IS A GATE AT THE NORTH END CLOSEST TO STONY CREEK ROAD.  STATION
 NE0426'IS BY A WITNESS
 NE0426'POST WITH SIGN VISIBLE FROM THIS GATE.  STANDARD DISK IS NOT ENGRAVED
 NE0426'WITH STATION NAME
 NE0426'OR ALTITUDE.
 NE0426
 NE0426                          STATION RECOVERY (2006)
 NE0426
 NE0426'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0426'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0427 ***********************************************************************
 NE0427  DESIGNATION -  50 W
 NE0427  PID         -  NE0427
 NE0427  STATE/COUNTY-  MI/OAKLAND
 NE0427  USGS QUAD   -  LAKE ORION (1991)
 NE0427
 NE0427                         *CURRENT SURVEY CONTROL
 NE0427  ___________________________________________________________________
 NE0427* NAD 83(1986)-  42 46 29.     (N)    083 08 16.     (W)     SCALED    
 NE0427* NAVD 88     -       289.118  (meters)     948.55   (feet)  ADJUSTED  
 NE0427  ___________________________________________________________________
 NE0427  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NE0427  DYNAMIC HT  -         289.028 (meters)     948.25  (feet)  COMP
 NE0427  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NE0427
 NE0427  VERT ORDER  -  SECOND    CLASS 0
 NE0427
 NE0427.The horizontal coordinates were scaled from a topographic map and have
 NE0427.an estimated accuracy of +/- 6 seconds.
 NE0427
 NE0427.The orthometric height was determined by differential leveling
 NE0427.and adjusted by the National Geodetic Survey in June 1991..
 NE0427
 NE0427.The geoid height was determined by GEOID03.
 NE0427
 NE0427.The dynamic height is computed by dividing the NAVD 88
 NE0427.geopotential number by the normal gravity value computed on the
 NE0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0427.degrees latitude (g = 980.6199 gals.).
 NE0427
 NE0427.The modeled gravity was interpolated from observed gravity values.
 NE0427
 NE0427;                    North         East    Units  Estimated Accuracy
 NE0427;SPC MI S     -   142,330.    4,100,560.      MT  (+/- 180 meters Scaled)
 NE0427
 NE0427                          SUPERSEDED SURVEY CONTROL
 NE0427
 NE0427  NGVD 29 (??/??/92)  289.242  (m)          948.95   (f) ADJ UNCH    2 0
 NE0427
 NE0427.Superseded values are not recommended for survey control.
 NE0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0427.See file dsdata.txt to determine how the superseded data were derived.
 NE0427
 NE0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251380(NAD 83)
 NE0427_MARKER: DD = SURVEY DISK
 NE0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0427+STABILITY: SURFACE MOTION
 NE0427
 NE0427  HISTORY     - Date     Condition        Report By
 NE0427  HISTORY     - UNK      MONUMENTED       MIGS
 NE0427  HISTORY     - 1934     GOOD             NGS
 NE0427  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0427
 NE0427                          STATION DESCRIPTION
 NE0427
 NE0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0427'7 MI SW FROM ROMEO.
 NE0427'IN OAKLAND COUNTY, 6.2 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0427'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, THENCE 0.8 MILE
 NE0427'SOUTH ALONG ROCHESTER ROAD, 155 YARDS NORTH OF THE INTERSECTION
 NE0427'WITH LETTE ROAD, IN A LAWN, 39 YARDS NORTHEAST OF THE NORTHEAST
 NE0427'CORNER OF THE FRED COLEMAN TWO-STORY RED BRICK AND CLAPBOARD
 NE0427'FARMHOUSE, 39 FEET NORTHWEST OF THE NORTH END OF AN 8-INCH
 NE0427'PIPE CULVERT, 39 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 NE0427'ABOUT 2 FEET HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0427'DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0427
 NE0427                          STATION RECOVERY (1988)
 NE0427
 NE0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0428 ***********************************************************************
 NE0428  DESIGNATION -  50 Y
 NE0428  PID         -  NE0428
 NE0428  STATE/COUNTY-  MI/OAKLAND
 NE0428  USGS QUAD   -  LAKE ORION (1991)
 NE0428
 NE0428                         *CURRENT SURVEY CONTROL
 NE0428  ___________________________________________________________________
 NE0428* NAD 83(1986)-  42 47 58.     (N)    083 08 02.     (W)     SCALED    
 NE0428* NAVD 88     -       288.903  (meters)     947.84   (feet)  ADJUSTED  
 NE0428  ___________________________________________________________________
 NE0428  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0428  DYNAMIC HT  -         288.813 (meters)     947.55  (feet)  COMP
 NE0428  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 NE0428
 NE0428  VERT ORDER  -  SECOND    CLASS 0
 NE0428
 NE0428.The horizontal coordinates were scaled from a topographic map and have
 NE0428.an estimated accuracy of +/- 6 seconds.
 NE0428
 NE0428.The orthometric height was determined by differential leveling
 NE0428.and adjusted by the National Geodetic Survey in June 1991..
 NE0428
 NE0428.The geoid height was determined by GEOID03.
 NE0428
 NE0428.The dynamic height is computed by dividing the NAVD 88
 NE0428.geopotential number by the normal gravity value computed on the
 NE0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0428.degrees latitude (g = 980.6199 gals.).
 NE0428
 NE0428.The modeled gravity was interpolated from observed gravity values.
 NE0428
 NE0428;                    North         East    Units  Estimated Accuracy
 NE0428;SPC MI S     -   145,080.    4,100,840.      MT  (+/- 180 meters Scaled)
 NE0428
 NE0428                          SUPERSEDED SURVEY CONTROL
 NE0428
 NE0428  NGVD 29 (??/??/92)  289.026  (m)          948.25   (f) ADJ UNCH    2 0
 NE0428
 NE0428.Superseded values are not recommended for survey control.
 NE0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0428.See file dsdata.txt to determine how the superseded data were derived.
 NE0428
 NE0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH255407(NAD 83)
 NE0428_MARKER: DD = SURVEY DISK
 NE0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0428+STABILITY: SURFACE MOTION
 NE0428
 NE0428  HISTORY     - Date     Condition        Report By
 NE0428  HISTORY     - UNK      MONUMENTED       MIGS
 NE0428  HISTORY     - 1940     GOOD             NGS
 NE0428  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0428
 NE0428                          STATION DESCRIPTION
 NE0428
 NE0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0428'6.2 MI W FROM ROMEO.
 NE0428'IN OAKLAND COUNTY, 6.2 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0428'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, 52 FEET WEST OF
 NE0428'THE CENTER OF THE INTERSECTION WITH ROCHESTER ROAD, 34 FEET
 NE0428'SOUTHWEST OF THE CENTERLINE OF ROCHESTER ROAD, 40.6 FEET NORTHWEST
 NE0428'OF THE CENTERLINE OF ROMEO ROAD, 32 YARDS NORTH OF THE NORTHEAST
 NE0428'CORNER OF A CONCRETE BLOCK GARAGE AND SERVICE STATION, AND
 NE0428'ABOUT LEVEL WITH ROCHESTER ROAD.  A STATE SURVEY STANDARD DISK
 NE0428'SET IN THE TOP OF A CONCRETE POST.
 NE0428
 NE0428                          STATION RECOVERY (1988)
 NE0428
 NE0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0429 ***********************************************************************
 NE0429  DESIGNATION -  50 Z
 NE0429  PID         -  NE0429
 NE0429  STATE/COUNTY-  MI/OAKLAND
 NE0429  USGS QUAD   -  ROMEO (1991)
 NE0429
 NE0429                         *CURRENT SURVEY CONTROL
 NE0429  ___________________________________________________________________
 NE0429* NAD 83(1986)-  42 48 01.     (N)    083 06 05.     (W)     SCALED    
 NE0429* NAVD 88     -       277.041  (meters)     908.93   (feet)  ADJUSTED  
 NE0429  ___________________________________________________________________
 NE0429  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE0429  DYNAMIC HT  -         276.955 (meters)     908.64  (feet)  COMP
 NE0429  MODELED GRAV-     980,302.6   (mgal)                       NAVD 88
 NE0429
 NE0429  VERT ORDER  -  SECOND    CLASS 0
 NE0429
 NE0429.The horizontal coordinates were scaled from a topographic map and have
 NE0429.an estimated accuracy of +/- 6 seconds.
 NE0429
 NE0429.The orthometric height was determined by differential leveling
 NE0429.and adjusted by the National Geodetic Survey in June 1991..
 NE0429
 NE0429.The geoid height was determined by GEOID03.
 NE0429
 NE0429.The dynamic height is computed by dividing the NAVD 88
 NE0429.geopotential number by the normal gravity value computed on the
 NE0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0429.degrees latitude (g = 980.6199 gals.).
 NE0429
 NE0429.The modeled gravity was interpolated from observed gravity values.
 NE0429
 NE0429;                    North         East    Units  Estimated Accuracy
 NE0429;SPC MI S     -   145,210.    4,103,490.      MT  (+/- 180 meters Scaled)
 NE0429
 NE0429                          SUPERSEDED SURVEY CONTROL
 NE0429
 NE0429  NGVD 29 (??/??/92)  277.166  (m)          909.34   (f) ADJ UNCH    2 0
 NE0429
 NE0429.Superseded values are not recommended for survey control.
 NE0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0429.See file dsdata.txt to determine how the superseded data were derived.
 NE0429
 NE0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH281407(NAD 83)
 NE0429_MARKER: DD = SURVEY DISK
 NE0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0429+STABILITY: SURFACE MOTION
 NE0429
 NE0429  HISTORY     - Date     Condition        Report By
 NE0429  HISTORY     - UNK      MONUMENTED       MIGS
 NE0429  HISTORY     - 1940     GOOD             NGS
 NE0429  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0429
 NE0429                          STATION DESCRIPTION
 NE0429
 NE0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0429'4.6 MI W FROM ROMEO.
 NE0429'IN OAKLAND COUNTY, 4.6 MILES WEST ALONG ROMEO ROAD FROM THE
 NE0429'ROMEO SAVINGS BANK AT ROMEO, MACOMB COUNTY, JUST WEST OF THE
 NE0429'INTERSECTION WITH MAJOR ROAD, 60 YARDS SOUTHWEST OF THE SOUTHWEST
 NE0429'CORNER OF THE T.H. TINCKNELL TWO-STORY FARMHOUSE, 19.6 FEET
 NE0429'SOUTH OF THE CENTERLINE OF ROMEO ROAD, 18 FEET NORTH OF POLE
 NE0429'338, 4.6 FEET NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER
 NE0429'THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 NE0429'OF A CONCRETE POST.
 NE0429
 NE0429                          STATION RECOVERY (1988)
 NE0429
 NE0429'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5949 ***********************************************************************
 AB5949  DESIGNATION -  50200
 AB5949  PID         -  AB5949
 AB5949  STATE/COUNTY-  MI/MACOMB
 AB5949  USGS QUAD   -  GROSSE POINTE (1983)
 AB5949
 AB5949                         *CURRENT SURVEY CONTROL
 AB5949  ___________________________________________________________________
 AB5949* NAD 83(1994)-  42 29 44.79203(N)    082 55 05.36475(W)     ADJUSTED  
 AB5949* NAVD 88     -       184.8    (meters)     606.     (feet)  GPS OBS   
 AB5949  ___________________________________________________________________
 AB5949  X           -     580,692.171 (meters)                     COMP
 AB5949  Y           -  -4,674,151.278 (meters)                     COMP
 AB5949  Z           -   4,286,470.227 (meters)                     COMP
 AB5949  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AB5949  ELLIP HEIGHT-         150.23  (meters)          (07/12/02) GPS OBS
 AB5949  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 AB5949
 AB5949  HORZ ORDER  -  FIRST
 AB5949  ELLP ORDER  -  FOURTH    CLASS I
 AB5949
 AB5949.The horizontal coordinates were established by GPS observations
 AB5949.and adjusted by the National Geodetic Survey in February 1997..
 AB5949
 AB5949.The orthometric height was determined by GPS observations and a
 AB5949.high-resolution geoid model.
 AB5949
 AB5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5949
 AB5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5949
 AB5949.The ellipsoidal height was determined by GPS observations
 AB5949.and is referenced to NAD 83.
 AB5949
 AB5949.The geoid height was determined by GEOID03.
 AB5949
 AB5949;                    North         East     Units Scale Factor Converg.
 AB5949;SPC MI S     -   111,632.454 4,119,059.858   MT  0.99992982   +0 59 08.7
 AB5949;SPC MI S     -   366,248.21 13,513,975.91   iFT  0.99992982   +0 59 08.7
 AB5949;UTM  17      - 4,706,606.706   342,379.235   MT  0.99990568   -1 17 45.8
 AB5949
 AB5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5949!SPC MI S     -   0.99997644  x   0.99992982  =   0.99990626
 AB5949!UTM  17      -   0.99997644  x   0.99990568  =   0.99988212
 AB5949
 AB5949                          SUPERSEDED SURVEY CONTROL
 AB5949
 AB5949  ELLIP H (02/03/97)  150.27   (m)                       GP(       ) 4 1
 AB5949  NAD 83(1986)-  42 29 44.79631(N)    082 55 05.39678(W) AD(       ) 1
 AB5949
 AB5949.Superseded values are not recommended for survey control.
 AB5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5949.See file dsdata.txt to determine how the superseded data were derived.
 AB5949
 AB5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4237906607(NAD 83)
 AB5949_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5949_STAMPING: 50200 1993
 AB5949_MARK LOGO: MIDT  
 AB5949_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5949+STABILITY: SURFACE MOTION
 AB5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5949+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 AB5949
 AB5949  HISTORY     - Date     Condition        Report By
 AB5949  HISTORY     - 1992     MONUMENTED       MIDT
 AB5949  HISTORY     - 19990621 GOOD             USPSQD
 AB5949  HISTORY     - 20021012 GOOD             USPSQD
 AB5949  HISTORY     - 20060815 GOOD             SPALD
 AB5949
 AB5949                          STATION DESCRIPTION
 AB5949
 AB5949'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5949'STATION IS LOCATED IN QUAD 420823 ON THE GROSSE POINTE QUADRANGLE MAP.
 AB5949'IT IS IN THE SOUTHWEST QUARTER OF SECTION 16, T-1-N, R-13-E, IN THE
 AB5949'CITY OF SAINT CLAIR SHORES.  STATION IS ABOUT 7.5 MI (12.1 KM)
 AB5949'NORTHEAST OF HAMTRANCK, 6.5 MI (10.5 KM) EAST OF THE CENTER OF THE
 AB5949'CITY OF WARREN, 10 MI (16.1 KM) SOUTHEAST OF UTICA AND 7.5 MI (12.1
 AB5949'KM) SOUTH OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST OFFICE
 AB5949'IN SAINT CLAIR SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK
 AB5949'AVENUE TO NINE MILE ROAD.  TURN LEFT AND GO WEST 1.1 MI (1.8 KM) ALONG
 AB5949'NINE MILE ROAD TO INTERSTATE HIGHWAY 94 NORTH BOUND ON RAMP,
 AB5949'PROCEEDING ONTO RAMP GO NORTH 2.0 MI (3.2 KM) ALONG INTERSTATE HIGHWAY
 AB5949'94 NORTH BOUND ROADWAY TO ELEVEN MILE ROAD EXIT.  TURN LEFT AND GO
 AB5949'WEST 0.1 MI (0.2 KM) ALONG ELEVEN MILE ROAD, PASSING UNDER BRIDGE, TO
 AB5949'STATION ON RIGHT AS DESCRIBED.  STATION IS ABOUT 210 FT (64.0 M) NORTH
 AB5949'OF THE CENTER OF ELEVEN MILE ROAD WESTBOUND ROADWAY AND NEAR TOP OF
 AB5949'EMBANKMENT, 28.0 FT (8.5 M) WEST FROM 0.25 FT (7.62 CM) DIAMETER
 AB5949'MAPLE, 62 FT (18.9 M) EAST FROM 0.25 FT (7.62 CM) DIAMETER MAPLE,
 AB5949'103.4 FT (31.5 M) SOUTHEAST FROM 0.25 FT (7.62 CM) DIAMETER PEAR, AND
 AB5949'179 FT (54.6 M) SOUTH OF EASTERLY POINT OF 10 FT (3.0 M) DIAMETER
 AB5949'ROCK.  THERE IS NO WITNESS POST WITH SIGN.
 AB5949
 AB5949                          STATION RECOVERY (1999)
 AB5949
 AB5949'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5949'RECOVERED IN GOOD CONDITION.
 AB5949
 AB5949                          STATION RECOVERY (2002)
 AB5949
 AB5949'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5949'WITNESS POST INSTALLED 18 INCHES WEST OF MARKER.
 AB5949
 AB5949                          STATION RECOVERY (2006)
 AB5949
 AB5949'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5949'TO REACH THE STATION FROM THE I94 EAST BOUND EXIT TO ELEVEN MILE
 AB5949'ROAD, TURN LEFT AND GO WEST 0.1 MILES ALONG ELEVEN MILE ROAD,
 AB5949'PASSING UNDER BRIDGE, TO STATION ON RIGHT AS DESCRIBED.  STATION IS
 AB5949'ABOUT 210 FEET NORTH OF THE CENTER OF WESTBOUND ELEVEN MILE ROAD,
 AB5949'SOUTH OF AN ATT CELL PHONE TOWER.  THE STATION IS 52.6 FEET
 AB5949'SOUTHEAST OF SOUTHWEST FENCE CORNER, 28.2 FEET SOUTH OF SOUTHEAST
 AB5949'CORNER OF A UTILITY BOX, AND 68.6 FEET SOUTHWEST OF THE SOUTHEAST
 AB5949'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5950 ***********************************************************************
 AB5950  DESIGNATION -  50201
 AB5950  PID         -  AB5950
 AB5950  STATE/COUNTY-  MI/MACOMB
 AB5950  USGS QUAD   -  MT CLEMENS WEST (1980)
 AB5950
 AB5950                         *CURRENT SURVEY CONTROL
 AB5950  ___________________________________________________________________
 AB5950* NAD 83(1994)-  42 30 32.69598(N)    082 55 04.29323(W)     ADJUSTED  
 AB5950* NAVD 88     -       182.5    (meters)     599.     (feet)  GPS OBS   
 AB5950  ___________________________________________________________________
 AB5950  X           -     580,593.112 (meters)                     COMP
 AB5950  Y           -  -4,673,155.494 (meters)                     COMP
 AB5950  Z           -   4,287,558.445 (meters)                     COMP
 AB5950  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 AB5950  ELLIP HEIGHT-         147.91  (meters)          (07/12/02) GPS OBS
 AB5950  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AB5950
 AB5950  HORZ ORDER  -  FIRST
 AB5950  ELLP ORDER  -  FOURTH    CLASS I
 AB5950
 AB5950.The horizontal coordinates were established by GPS observations
 AB5950.and adjusted by the National Geodetic Survey in February 1997..
 AB5950
 AB5950.The orthometric height was determined by GPS observations and a
 AB5950.high-resolution geoid model.
 AB5950
 AB5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5950
 AB5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5950
 AB5950.The ellipsoidal height was determined by GPS observations
 AB5950.and is referenced to NAD 83.
 AB5950
 AB5950.The geoid height was determined by GEOID03.
 AB5950
 AB5950;                    North         East     Units Scale Factor Converg.
 AB5950;SPC MI S     -   113,110.695 4,119,058.887   MT  0.99992828   +0 59 09.4
 AB5950;SPC MI S     -   371,098.08 13,513,972.73   iFT  0.99992828   +0 59 09.4
 AB5950;UTM  17      - 4,708,083.778   342,437.124   MT  0.99990545   -1 17 46.2
 AB5950
 AB5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5950!SPC MI S     -   0.99997680  x   0.99992828  =   0.99990509
 AB5950!UTM  17      -   0.99997680  x   0.99990545  =   0.99988226
 AB5950
 AB5950                          SUPERSEDED SURVEY CONTROL
 AB5950
 AB5950  ELLIP H (02/03/97)  147.96   (m)                       GP(       ) 4 1
 AB5950  NAD 83(1986)-  42 30 32.70025(N)    082 55 04.32526(W) AD(       ) 1
 AB5950
 AB5950.Superseded values are not recommended for survey control.
 AB5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5950.See file dsdata.txt to determine how the superseded data were derived.
 AB5950
 AB5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4243708084(NAD 83)
 AB5950_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5950_STAMPING: 50201 1993
 AB5950_MARK LOGO: MIDT  
 AB5950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5950+STABILITY: SURFACE MOTION
 AB5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5950+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB5950
 AB5950  HISTORY     - Date     Condition        Report By
 AB5950  HISTORY     - 1992     MONUMENTED       MIDT
 AB5950  HISTORY     - 19990621 GOOD             USPSQD
 AB5950  HISTORY     - 20021012 MARK NOT FOUND   USPSQD
 AB5950  HISTORY     - 20060815 MARK NOT FOUND   SPALD
 AB5950
 AB5950                          STATION DESCRIPTION
 AB5950
 AB5950'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5950'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS WEST QUADRANGLE
 AB5950'MAP.  IT IS IN THE NORTHEAST QUARTER OF SECTION 16, T-1-N, R-13-E, IN
 AB5950'THE CITY OF SAINT CLAIR SHORES.  STATION IS ABOUT 10.5 MI (16.9 KM)
 AB5950'NORTHEAST OF HAMTRAMCK, 6.5 MI (10.5 KM) EAST-NORTHEAST OF THE CENTER
 AB5950'OF THE CITY OF WARREN, 9.5 MI (15.3 KM) SOUTHEAST OF UTICA AND 6 MI
 AB5950'(9.7 KM) SOUTH OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST
 AB5950'OFFICE IN SAINT CLAIR SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER
 AB5950'MACK AVENUE TO NINE MILE ROAD.  TURN LEFT AND GO WEST 1.1 MI (1.8 KM)
 AB5950'ALONG NINE MILE ROAD TO INTERSTATE HIGHWAY 94 NORTHBOUND ENTRANCE
 AB5950'RAMP, TURN RIGHT ONTO RAMP AND GO NORTH 2.95 MI (4.75 KM) ALONG
 AB5950'INTERSTATE HIGHWAY 94 NORTHBOUND ROADWAY AND ONTO TWELVE MILE ROAD
 AB5950'EXIT RAMP TO STATION ON THE LEFT AS DESCRIBED.  STATION IS JUST SOUTH
 AB5950'OF THE SOUTH TURN-AROUND RAMP FOR TWELVE MILE ROAD AND IN THE GORE
 AB5950'BETWEEN INTERSTATE HIGHWAY 94 AND THE NORTHBOUND EXIT RAMPTO TWELVE
 AB5950'MILE ROAD.  STATION IS 10.7 FT (3.3 M) SOUTH FROM BACK OF CURB OF THE
 AB5950'CURB AND GUTTER ALONG THE SOUTH SIDE OF TURN-AROUND RAMP, 15.9 FT (4.8
 AB5950'M) SOUTHEAST FROM NORTHEAST CORNER OF THE TOP STEP OF BRIDGE SLOPE
 AB5950'WALL SOUTH OF TWELVE MILE ROAD SOUTH TURN-AROUND AND EAST OF
 AB5950'INTERSTATE HIGHWAY 94, 17.3 FT (5.3 M) WEST FROM THE NORTHWEST CORNER
 AB5950'OF CATCHBASIN COVER, AND 39.8 FT (12.1 M) NORTHWEST FROM BACK OF CURB
 AB5950'JOINT ALONG THE WEST SIDE OF INTERSTATE HIGHWAY 94 NORTHBOUND EXIT
 AB5950'RAMP TO TWELVE MILE ROAD.  THERE IS NO WITNESS POST WITH SIGN.
 AB5950
 AB5950                          STATION RECOVERY (1999)
 AB5950
 AB5950'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5950'RECOVERED IN GOOD CONDITION.
 AB5950
 AB5950                          STATION RECOVERY (2002)
 AB5950
 AB5950'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5950'HIGHWAY CONSTRUCTION HAS BEEN UNDERWAY ALONG I-94, RAMP TO 12 MILE RD
 AB5950'REDONE AND CROSS OVER BRIDGE REWORKED. UNABLE TO LOCATE MARKER LIKELY
 AB5950'DESTROYED IN CONSTRUCTION.
 AB5950
 AB5950                          STATION RECOVERY (2006)
 AB5950
 AB5950'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5950'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5951 ***********************************************************************
 AB5951  DESIGNATION -  50202
 AB5951  PID         -  AB5951
 AB5951  STATE/COUNTY-  MI/MACOMB
 AB5951  USGS QUAD   -  MT CLEMENS EAST (1983)
 AB5951
 AB5951                         *CURRENT SURVEY CONTROL
 AB5951  ___________________________________________________________________
 AB5951* NAD 83(1994)-  42 33 22.57850(N)    082 51 33.25523(W)     ADJUSTED  
 AB5951* NAVD 88     -       184.8    (meters)     606.     (feet)  GPS OBS   
 AB5951  ___________________________________________________________________
 AB5951  X           -     584,933.799 (meters)                     COMP
 AB5951  Y           -  -4,669,044.427 (meters)                     COMP
 AB5951  Z           -   4,291,422.837 (meters)                     COMP
 AB5951  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AB5951  ELLIP HEIGHT-         150.16  (meters)          (07/12/02) GPS OBS
 AB5951  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 AB5951
 AB5951  HORZ ORDER  -  FIRST
 AB5951  ELLP ORDER  -  FOURTH    CLASS I
 AB5951
 AB5951.The horizontal coordinates were established by GPS observations
 AB5951.and adjusted by the National Geodetic Survey in February 1997..
 AB5951
 AB5951.The orthometric height was determined by GPS observations and a
 AB5951.high-resolution geoid model.
 AB5951
 AB5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5951
 AB5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5951
 AB5951.The ellipsoidal height was determined by GPS observations
 AB5951.and is referenced to NAD 83.
 AB5951
 AB5951.The geoid height was determined by GEOID03.
 AB5951
 AB5951;                    North         East     Units Scale Factor Converg.
 AB5951;SPC MI S     -   118,436.032 4,123,781.902   MT  0.99992325   +1 01 33.1
 AB5951;SPC MI S     -   388,569.66 13,529,468.18   iFT  0.99992325   +1 01 33.1
 AB5951;UTM  17      - 4,713,216.607   347,368.364   MT  0.99988663   -1 15 27.6
 AB5951
 AB5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5951!SPC MI S     -   0.99997645  x   0.99992325  =   0.99989970
 AB5951!UTM  17      -   0.99997645  x   0.99988663  =   0.99986308
 AB5951
 AB5951                          SUPERSEDED SURVEY CONTROL
 AB5951
 AB5951  ELLIP H (02/03/97)  150.20   (m)                       GP(       ) 4 1
 AB5951  NAD 83(1986)-  42 33 22.58269(N)    082 51 33.28760(W) AD(       ) 1
 AB5951
 AB5951.Superseded values are not recommended for survey control.
 AB5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5951.See file dsdata.txt to determine how the superseded data were derived.
 AB5951
 AB5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4736813217(NAD 83)
 AB5951_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5951_STAMPING: 50202 1993
 AB5951_MARK LOGO: MIDT  
 AB5951_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5951+STABILITY: SURFACE MOTION
 AB5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5951+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 AB5951
 AB5951  HISTORY     - Date     Condition        Report By
 AB5951  HISTORY     - 1992     MONUMENTED       MIDT
 AB5951  HISTORY     - 19990628 GOOD             USPSQD
 AB5951  HISTORY     - 20010414 GOOD             INDIV
 AB5951  HISTORY     - 20030802 GOOD             USPSQD
 AB5951  HISTORY     - 20060810 GOOD             SPALD
 AB5951
 AB5951                          STATION DESCRIPTION
 AB5951
 AB5951'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5951'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS EAST QUADRANGLE
 AB5951'MAP.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 25, T-2-N, R-13-E,
 AB5951'HARRISON TOWNSHIP.  STATION IS ABOUT 7.5 MI (12.1 KM) NORTHEAST OF THE
 AB5951'CITY OF EAST DETROIT, 9.5 MI (15.3 KM) NORTHEAST OF THE CENTER OF THE
 AB5951'CITY OF WARREN, 9 MI (14.5 KM) SOUTHEAST OF UTICA, AND 3 MI (4.8 KM)
 AB5951'SOUTH-SOUTHEAST OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST
 AB5951'OFFICE IN ROSEVILLE, GO NORTH 2.6 MI (4.2 KM) ALONG STATE HIGHWAY M-3
 AB5951'(GRATIOT AVENUE) TO FIFTEEN MILE ROAD.  TURN RIGHT AND GO EAST 1.5 MI
 AB5951'(2.4 KM) ALONG FIFTEEN MILE ROAD TO HARPER AVENUE, CROSSING HARPER
 AB5951'AVENUE FIFTEEN MILE ROAD BECOMES KING STREET, CONTINUE GOING
 AB5951'NORTHEASTERLY 0.1 MILE (0.2 KM) ALONG KING STREET TO SHOOK ROAD.  TURN
 AB5951'RIGHT AND GO EAST 0.45 MI (0.72 KM) ALONG SHOOK ROAD CROSSING OVER
 AB5951'INTERSTATE HIGHWAY 94 TO STATION ON THE LEFT AS DESCRIBED.  STATION IS
 AB5951'ON THE NORTH SIDE OF SHOOK ROAD AND EAST OF INTERSTATE HIGHWAY 94
 AB5951'NORTH BOUND ENTRANCE RAMP.  IT IS 39.7 FT (12.1 M) SOUTH FROM NORTH
 AB5951'SPRING POINT (POINT OF CURVATURE) OF INTERSTATE HIGHWAY 94 NORTHBOUND
 AB5951'ENTRANCE RAMP, 52.4 FT (16.0 M) NORTH FROM THE NORTH EDGE OF PAVEMENT
 AB5951'OF SHOOK ROAD, 61.7 FT (18.8 M) EAST FROM UTILITY POLE, AND 100.1 FEET
 AB5951'(30.5 M) NORTHWEST FROM WESTERLY GUARD RAIL POST ON NORTH SIDE OF
 AB5951'SHOOK ROAD.  THERE IS NO WITNESS POST WITH SIGN.
 AB5951
 AB5951                          STATION RECOVERY (1999)
 AB5951
 AB5951'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5951'RECOVERED IN GOOD CONDITION.
 AB5951
 AB5951                          STATION RECOVERY (2001)
 AB5951
 AB5951'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AB5951'RECOVERED IN GOOD CONDITION.
 AB5951
 AB5951                          STATION RECOVERY (2003)
 AB5951
 AB5951'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 AB5951'RECOVERED IN GOOD CONDITION.
 AB5951
 AB5951                          STATION RECOVERY (2006)
 AB5951
 AB5951'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5952 ***********************************************************************
 AB5952  DESIGNATION -  50203
 AB5952  PID         -  AB5952
 AB5952  STATE/COUNTY-  MI/MACOMB
 AB5952  USGS QUAD   -  MT CLEMENS EAST (1983)
 AB5952
 AB5952                         *CURRENT SURVEY CONTROL
 AB5952  ___________________________________________________________________
 AB5952* NAD 83(1994)-  42 34 20.17138(N)    082 51 31.75752(W)     ADJUSTED  
 AB5952* NAVD 88     -       183.9    (meters)     603.     (feet)  GPS OBS   
 AB5952  ___________________________________________________________________
 AB5952  X           -     584,818.176 (meters)                     COMP
 AB5952  Y           -  -4,667,846.710 (meters)                     COMP
 AB5952  Z           -   4,292,731.121 (meters)                     COMP
 AB5952  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 AB5952  ELLIP HEIGHT-         149.22  (meters)          (07/12/02) GPS OBS
 AB5952  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 AB5952
 AB5952  HORZ ORDER  -  FIRST
 AB5952  ELLP ORDER  -  FOURTH    CLASS I
 AB5952
 AB5952.The horizontal coordinates were established by GPS observations
 AB5952.and adjusted by the National Geodetic Survey in February 1997..
 AB5952
 AB5952.The orthometric height was determined by GPS observations and a
 AB5952.high-resolution geoid model.
 AB5952
 AB5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5952
 AB5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5952
 AB5952.The ellipsoidal height was determined by GPS observations
 AB5952.and is referenced to NAD 83.
 AB5952
 AB5952.The geoid height was determined by GEOID03.
 AB5952
 AB5952;                    North         East     Units Scale Factor Converg.
 AB5952;SPC MI S     -   120,213.349 4,123,784.237   MT  0.99992170   +1 01 34.1
 AB5952;SPC MI S     -   394,400.75 13,529,475.84   iFT  0.99992170   +1 01 34.1
 AB5952;UTM  17      - 4,714,992.356   347,441.517   MT  0.99988635   -1 15 28.0
 AB5952
 AB5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5952!SPC MI S     -   0.99997660  x   0.99992170  =   0.99989830
 AB5952!UTM  17      -   0.99997660  x   0.99988635  =   0.99986295
 AB5952
 AB5952                          SUPERSEDED SURVEY CONTROL
 AB5952
 AB5952  ELLIP H (02/03/97)  149.26   (m)                       GP(       ) 4 1
 AB5952  NAD 83(1986)-  42 34 20.17559(N)    082 51 31.78971(W) AD(       ) 1
 AB5952
 AB5952.Superseded values are not recommended for survey control.
 AB5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5952.See file dsdata.txt to determine how the superseded data were derived.
 AB5952
 AB5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4744214992(NAD 83)
 AB5952_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5952_STAMPING: 50203 1993
 AB5952_MARK LOGO: MIDT  
 AB5952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5952+STABILITY: SURFACE MOTION
 AB5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5952+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AB5952
 AB5952  HISTORY     - Date     Condition        Report By
 AB5952  HISTORY     - 1992     MONUMENTED       MIDT
 AB5952  HISTORY     - 19990628 GOOD             USPSQD
 AB5952  HISTORY     - 20010414 GOOD             INDIV
 AB5952  HISTORY     - 20030802 GOOD             USPSQD
 AB5952  HISTORY     - 20060808 GOOD             SPALD
 AB5952
 AB5952                          STATION DESCRIPTION
 AB5952
 AB5952'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5952'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS EAST QUADRANGLE
 AB5952'MAP.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 24, T-2-N, R-13-E,
 AB5952'HARRISON TOWNSHIP.  STATION IS ABOUT 10 MI (16.1 KM) NORTH-NORTHEAST
 AB5952'OF CITY OF HARPER WOODS, 10 MI (16.1 KM) NORTHEAST OF THE CENTER OF
 AB5952'CITY OF WARREN, 9 MI (14.5 KM) SOUTHEAST OF UTICA AND 2 MI (3.2 KM)
 AB5952'SOUTHEAST OF MOUNT CLEMENS.  TO REACH THE STATION FORM THE ROSEVILLE
 AB5952'POST OFFICE, GO NORTH 0.25 MI (0.40 KM) ALONG STATE HIGHWAY M-3
 AB5952'(GRATIOT AVENUE) TO THIRTEEN MILE ROAD.  TURN RIGHT AND GO EAST 0.5 MI
 AB5952'(0.8 KM) ALONG THIRTEEN MILE ROAD TO LITTLE MACK AVENUE.  TURN LEFT
 AB5952'AND GO NORTH 0.1 MI (0.2 KM) ALONG LITTLE MACK AVENUE TO INTERSTATE
 AB5952'HIGHWAY 94 NORTHBOUND ENTRANCE RAMP, THEN GO NORTHERLY 4.7 MI (7.6 KM)
 AB5952'ALONG INTERSTATE HIGHWAY 94 TO THE NORTHBOUND EXIT RAMP TO
 AB5952'METROPOLITAN HIGHWAY (EXIT 236) .  TURN LEFT AND GO WEST 0.1 MI (0.2
 AB5952'KM) ALONG METROPOLITAIN HIGHWAY CROSSING UNDER BRIDGE TO INTERSTATE
 AB5952'HIGHWAY 94 WEST BOUND ENTRANCE RAMP.  TURN ONTO RAMP AND GO 0.2 MI
 AB5952'(0.3 KM) CIRCLING TO THE RIGHT ALONG RAMP TO STATION ON THE LEFT AS
 AB5952'DESCRIBED.  STATION IS 6.8 FT (2.1 M) NORTHEAST FROM NORTHERLY EDGE OF
 AB5952'PAVEMENT OF INTERSTATE HIGHWAY 94 WESTBOUND ENTRANCE RAMP, 48.7 FT
 AB5952'(14.8 M) NORTHEAST FROM NORTHERN MOST POST OF GUARDRAIL END SECTION,
 AB5952'48.9 FT (14.9 M) WEST FROM WEST EDGE OF BITUMINOUS SHOULDER OF
 AB5952'INTERSTATE HIGHWAY 94 WESTBOUND ROADWAY (WHICH GOES SOUTH IN THIS
 AB5952'AREA) , 76.5 FT (23.3 M) SOUTH FROM 0.5 FT (15.2 CM) DIAMETER POPLAR
 AB5952'TREE.  THERE IS NO WITNESS POST WITH SIGN.
 AB5952
 AB5952                          STATION RECOVERY (1999)
 AB5952
 AB5952'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB5952'RECOVERED IN GOOD CONDITION.
 AB5952
 AB5952                          STATION RECOVERY (2001)
 AB5952
 AB5952'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AB5952'RECOVERED IN GOOD CONDITION.
 AB5952
 AB5952                          STATION RECOVERY (2003)
 AB5952
 AB5952'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 AB5952'RECOVERED IN GOOD CONDITION.
 AB5952
 AB5952                          STATION RECOVERY (2006)
 AB5952
 AB5952'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB5952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3082 ***********************************************************************
 AB3082  DESIGNATION -  50204
 AB3082  PID         -  AB3082
 AB3082  STATE/COUNTY-  MI/MACOMB
 AB3082  USGS QUAD   -  ALMONT (1991)
 AB3082
 AB3082                         *CURRENT SURVEY CONTROL
 AB3082  ___________________________________________________________________
 AB3082* NAD 83(1994)-  42 52 41.24745(N)    083 01 48.00215(W)     ADJUSTED  
 AB3082* NAVD 88     -       257.91   (meters)     846.2    (feet)  LEVELING  
 AB3082  ___________________________________________________________________
 AB3082  X           -     568,078.837 (meters)                     COMP
 AB3082  Y           -  -4,646,744.128 (meters)                     COMP
 AB3082  Z           -   4,317,741.649 (meters)                     COMP
 AB3082  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AB3082  ELLIP HEIGHT-         223.04  (meters)          (07/12/02) GPS OBS
 AB3082  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AB3082
 AB3082  HORZ ORDER  -  FIRST
 AB3082  VERT ORDER  -  THIRD ?
 AB3082  ELLP ORDER  -  FOURTH    CLASS I
 AB3082
 AB3082.The horizontal coordinates were established by GPS observations
 AB3082.and adjusted by the National Geodetic Survey in February 1997..
 AB3082
 AB3082.The orthometric height was determined by differential leveling.
 AB3082.The vertical network tie was performed by a horz. field party for horz.
 AB3082.obs reductions. Reset procedures were used to establish the elevation.
 AB3082
 AB3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3082
 AB3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3082
 AB3082.The ellipsoidal height was determined by GPS observations
 AB3082.and is referenced to NAD 83.
 AB3082
 AB3082.The geoid height was determined by GEOID03.
 AB3082
 AB3082;                    North         East     Units Scale Factor Converg.
 AB3082;SPC MI S     -   153,945.257 4,109,193.461   MT  0.99990689   +0 54 34.7
 AB3082;SPC MI S     -   505,069.74 13,481,605.84   iFT  0.99990689   +0 54 34.7
 AB3082;UTM  17      - 4,749,279.749   334,208.718   MT  0.99993816   -1 22 53.8
 AB3082
 AB3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3082!SPC MI S     -   0.99996502  x   0.99990689  =   0.99987192
 AB3082!UTM  17      -   0.99996502  x   0.99993816  =   0.99990318
 AB3082
 AB3082                          SUPERSEDED SURVEY CONTROL
 AB3082
 AB3082  NAD 83(1994)-  42 52 41.24750(N)    083 01 48.00134(W) AD(       ) 1
 AB3082  ELLIP H (05/02/96)  223.04   (m)                       GP(       ) 1 1
 AB3082
 AB3082.Superseded values are not recommended for survey control.
 AB3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3082.See file dsdata.txt to determine how the superseded data were derived.
 AB3082
 AB3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3420949280(NAD 83)
 AB3082_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3082_STAMPING: 50204 1994
 AB3082_MARK LOGO: MIDT  
 AB3082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3082+STABILITY: SURFACE MOTION
 AB3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3082+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 AB3082
 AB3082  HISTORY     - Date     Condition        Report By
 AB3082  HISTORY     - 1994     MONUMENTED       MIDT
 AB3082  HISTORY     - 19990905 GOOD             USPSQD
 AB3082  HISTORY     - 20060606 GOOD             SPALD
 AB3082
 AB3082                          STATION DESCRIPTION
 AB3082
 AB3082'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3082'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AB3082'IN THE SOUTHWEST 1/4 OF SECTION 3, T-5-N, R-12-E, BRUCE TOWNSHIP.
 AB3082'ABOUT 5.5 MI (8.9 KM) NORTH OF ROMEO, 2.7 MI (4.3 KM) SOUTH OF ALMONT,
 AB3082'AN ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-53 AND ST.
 AB3082'CLAIR STREET IN ALMONT, GO SOUTH ALONG STATE HIGHWAY M-53 FOR 3.3 MI
 AB3082'(5.3 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 45.8 FT
 AB3082'(14.0 M) SOUTH FROM THE CENTER OF DRIVE TO 79363 HIGHWAY M-53 (THREE
 AB3082'OAKS GOLF CENTER) , 28.25 FT (8.61 M) WEST FROM THE CENTER OF HIGHWAY
 AB3082'M-53, 6.7 FT (2.0 M) NORTH FROM THE SOUTH END OF A CORRUGATED METAL
 AB3082'PIPE CULVERT UNDER DRIVE, 3.0 FT (0.9 M) WEST FROM THE BACK OF CURB,
 AB3082'AND 3.0 FT (0.9 M) FROM A WITNESS POST.
 AB3082
 AB3082                          STATION RECOVERY (1999)
 AB3082
 AB3082'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3082'RECOVERED IN GOOD CONDITION.
 AB3082
 AB3082                          STATION RECOVERY (2006)
 AB3082
 AB3082'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AB3082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8072 ***********************************************************************
 AA8072  CBN         -  This is a Cooperative Base Network Control Station.
 AA8072  DESIGNATION -  50205
 AA8072  PID         -  AA8072
 AA8072  STATE/COUNTY-  MI/MACOMB
 AA8072  USGS QUAD   -  ALMONT (1991)
 AA8072
 AA8072                         *CURRENT SURVEY CONTROL
 AA8072  ___________________________________________________________________
 AA8072* NAD 83(1994)-  42 53 10.73025(N)    083 02 23.82103(W)     ADJUSTED  
 AA8072* NAVD 88     -       261.8    (meters)     859.     (feet)  GPS OBS   
 AA8072  ___________________________________________________________________
 AA8072  X           -     567,197.227 (meters)                     COMP
 AA8072  Y           -  -4,646,231.027 (meters)                     COMP
 AA8072  Z           -   4,318,411.030 (meters)                     COMP
 AA8072  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AA8072  ELLIP HEIGHT-         227.01  (meters)          (07/12/02) GPS OBS
 AA8072  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 AA8072
 AA8072  HORZ ORDER  -  B
 AA8072  ELLP ORDER  -  FOURTH    CLASS II
 AA8072
 AA8072.The horizontal coordinates were established by GPS observations
 AA8072.and adjusted by the National Geodetic Survey in September 1995..
 AA8072
 AA8072.The orthometric height was determined by GPS observations and a
 AA8072.high-resolution geoid model.
 AA8072
 AA8072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8072
 AA8072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8072
 AA8072.The ellipsoidal height was determined by GPS observations
 AA8072.and is referenced to NAD 83.
 AA8072
 AA8072.The geoid height was determined by GEOID03.
 AA8072
 AA8072;                    North         East     Units Scale Factor Converg.
 AA8072;SPC MI S     -   154,841.997 4,108,366.395   MT  0.99990688   +0 54 10.3
 AA8072;SPC MI S     -   508,011.80 13,478,892.37   iFT  0.99990688   +0 54 10.3
 AA8072;UTM  17      - 4,750,208.869   333,418.140   MT  0.99994139   -1 23 19.0
 AA8072
 AA8072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8072!SPC MI S     -   0.99996440  x   0.99990688  =   0.99987128
 AA8072!UTM  17      -   0.99996440  x   0.99994139  =   0.99990579
 AA8072
 AA8072                          SUPERSEDED SURVEY CONTROL
 AA8072
 AA8072  ELLIP H (09/20/95)  227.01   (m)                       GP(       ) 1 2
 AA8072
 AA8072.Superseded values are not recommended for survey control.
 AA8072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8072.See file dsdata.txt to determine how the superseded data were derived.
 AA8072
 AA8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3341850209(NAD 83)
 AA8072_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8072_STAMPING: 50205 1994
 AA8072_MARK LOGO: MIDT  
 AA8072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8072+STABILITY: SURFACE MOTION
 AA8072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8072+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2006
 AA8072
 AA8072  HISTORY     - Date     Condition        Report By
 AA8072  HISTORY     - 1994     MONUMENTED       MIDT
 AA8072  HISTORY     - 19921221 GOOD             MIDT
 AA8072  HISTORY     - 19940520 GOOD             NGS
 AA8072  HISTORY     - 19990905 GOOD             USPSQD
 AA8072  HISTORY     - 20020318 GOOD             SPALD
 AA8072  HISTORY     - 20040420 GOOD             ROWEIN
 AA8072  HISTORY     - 20060606 GOOD             SPALD
 AA8072
 AA8072                          STATION DESCRIPTION
 AA8072
 AA8072'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AA8072'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 AA8072'IN THE NORTHWEST 1/4 OF SECTION 3, T-5-N, R-12-E, BRUCE TOWNSHIP.
 AA8072'ABOUT 6.0 MI (9.7 KM) NORTH OF ROMEO, 2.25 MI (3.62 KM) SOUTH OF
 AA8072'ALMONT, AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-53
 AA8072'AND ST.  CLAIR STREET IN ALMONT, GO SOUTH ALONG HIGHWAY M-53 FOR 2.5
 AA8072'MI (4.0 KM) TO THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 35.0
 AA8072'FT (10.7 M) NORTH FROM THE NORTH EDGE OF THE SOUTH DRIVE TO ST. JOSEPH
 AA8072'MERCY HOSPITAL, 30.0 FT (9.1 M) NORTHWESTERLY FROM A LIGHT POLE, 19.55
 AA8072'FT (5.96 M) EASTERLY FROM THE EAST EDGE HIGHWAY M-53 PAVEMENT, AND
 AA8072'19.15 FT (5.84 M) WESTERLY FROM THE WESTERLY EDGE CONCRETE SIGN BASE
 AA8072'FOR HOSPITAL SIGN AT 80650 HIGHWAY M-53.
 AA8072
 AA8072                          STATION RECOVERY (1994)
 AA8072
 AA8072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8072'STATION IS LOCATED IN QUAD 420831, ABOUT 6 MI (9.7 KM) NORTH OF ROMEO,
 AA8072'2.3 MI (3.7 KM) SOUTH OF ALMONT, ALONG STATE HIGHWAY 53, ON THE
 AA8072'RIGHT-OF-WAY, ON THE ALMONT QUADRANGLE MAP, IN THE NORTHWEST 1/4 OF
 AA8072'SECTION 3, T 5 N, R 12 E, BRUCE TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT
 AA8072'OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 53 AND
 AA8072'ST.  CLAIR STREET IN ALMONT, GO SOUTH ALONG HIGHWAY 53 FOR 2.5 MI (4.0
 AA8072'KM) TO THE STATION ON THE LEFT.  STATION IS 35.0 FT (10.7 M) NORTH
 AA8072'FROM THE NORTH EDGE OF THE SOUTH DRIVE TO ST.  JOSEPH MERCY HOSPITAL,
 AA8072'30.0 FT (9.1 M) NORTHWESTERLY FROM A LIGHT POLE, 19.55 FT (5.96 M)
 AA8072'EASTERLY FROM THE EAST EDGE OF HIGHWAY 53 PAVEMENT, 19.15 FT (5.84 M)
 AA8072'WESTERLY FROM THE WESTERLY EDGE OF CONCRETE SIGN BASE FOR HOSPITAL
 AA8072'SIGN AT 80650 HIGHWAY 53, AND 72.0 FT (21.9 M) NORTHWESTERLY FROM A
 AA8072'FIBERGLASS WITNESS POST AT A UTILITY POLE.
 AA8072
 AA8072                          STATION RECOVERY (1999)
 AA8072
 AA8072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8072'RECOVERED IN GOOD CONDITION.
 AA8072
 AA8072                          STATION RECOVERY (2002)
 AA8072
 AA8072'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2002 (CWB)
 AA8072'RECOVERED AS DESCRIBED.
 AA8072
 AA8072                          STATION RECOVERY (2004)
 AA8072
 AA8072'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 AA8072'RECOVERED IN GOOD CONDITION.
 AA8072
 AA8072                          STATION RECOVERY (2006)
 AA8072
 AA8072'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AA8072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0815 ***********************************************************************
 NE0815  DESIGNATION -  51 1/2
 NE0815  PID         -  NE0815
 NE0815  STATE/COUNTY-  MI/OAKLAND
 NE0815  USGS QUAD   -  MILFORD (1983)
 NE0815
 NE0815                         *CURRENT SURVEY CONTROL
 NE0815  ___________________________________________________________________
 NE0815* NAD 83(1986)-  42 31 46.     (N)    083 33 08.     (W)     SCALED    
 NE0815* NAVD 88     -       282.598  (meters)     927.16   (feet)  ADJUSTED  
 NE0815  ___________________________________________________________________
 NE0815  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NE0815  DYNAMIC HT  -         282.516 (meters)     926.89  (feet)  COMP
 NE0815  MODELED GRAV-     980,323.1   (mgal)                       NAVD 88
 NE0815
 NE0815  VERT ORDER  -  SECOND    CLASS 0
 NE0815
 NE0815.The horizontal coordinates were scaled from a topographic map and have
 NE0815.an estimated accuracy of +/- 6 seconds.
 NE0815
 NE0815.The orthometric height was determined by differential leveling
 NE0815.and adjusted by the National Geodetic Survey in June 1991..
 NE0815
 NE0815.The geoid height was determined by GEOID03.
 NE0815
 NE0815.The dynamic height is computed by dividing the NAVD 88
 NE0815.geopotential number by the normal gravity value computed on the
 NE0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0815.degrees latitude (g = 980.6199 gals.).
 NE0815
 NE0815.The modeled gravity was interpolated from observed gravity values.
 NE0815
 NE0815;                    North         East    Units  Estimated Accuracy
 NE0815;SPC MI S     -   114,670.    4,066,910.      MT  (+/- 180 meters Scaled)
 NE0815
 NE0815                          SUPERSEDED SURVEY CONTROL
 NE0815
 NE0815  NGVD 29 (??/??/92)  282.72   (m)          927.6    (f) COMPUTED    2 0
 NE0815
 NE0815.Superseded values are not recommended for survey control.
 NE0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0815.See file dsdata.txt to determine how the superseded data were derived.
 NE0815
 NE0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH903117(NAD 83)
 NE0815_MARKER: B = BOLT
 NE0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0815_STAMPING: 51-1/2
 NE0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0815+STABILITY: SURFACE MOTION
 NE0815
 NE0815  HISTORY     - Date     Condition        Report By
 NE0815  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0815  HISTORY     - 1938     GOOD             NGS
 NE0815  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0815
 NE0815                          STATION DESCRIPTION
 NE0815
 NE0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0815'0.7 MI W FROM WIXOM.
 NE0815'0.7 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0815'STATION AT WIXOM, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST 52,
 NE0815'415 YARDS WEST OF SEMAPHORE 3 LD, 18 FEET NORTH OF THE NORTH
 NE0815'RAIL, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A COPPER
 NE0815'BOLT, STAMPED 51-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0815
 NE0815                          STATION RECOVERY (2006)
 NE0815
 NE0815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0756 ***********************************************************************
 NE0756  DESIGNATION -  51 1/2
 NE0756  PID         -  NE0756
 NE0756  STATE/COUNTY-  MI/GENESEE
 NE0756  USGS QUAD   -  FENTON (1983)
 NE0756
 NE0756                         *CURRENT SURVEY CONTROL
 NE0756  ___________________________________________________________________
 NE0756* NAD 83(1986)-  42 48 05.     (N)    083 42 59.     (W)     SCALED    
 NE0756* NAVD 88     -       275.497  (meters)     903.86   (feet)  ADJUSTED  
 NE0756  ___________________________________________________________________
 NE0756  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NE0756  DYNAMIC HT  -         275.420 (meters)     903.61  (feet)  COMP
 NE0756  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 NE0756
 NE0756  VERT ORDER  -  SECOND    CLASS 0
 NE0756
 NE0756.The horizontal coordinates were scaled from a topographic map and have
 NE0756.an estimated accuracy of +/- 6 seconds.
 NE0756
 NE0756.The orthometric height was determined by differential leveling
 NE0756.and adjusted by the National Geodetic Survey in June 1991..
 NE0756
 NE0756.The geoid height was determined by GEOID03.
 NE0756
 NE0756.The dynamic height is computed by dividing the NAVD 88
 NE0756.geopotential number by the normal gravity value computed on the
 NE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0756.degrees latitude (g = 980.6199 gals.).
 NE0756
 NE0756.The modeled gravity was interpolated from observed gravity values.
 NE0756
 NE0756;                    North         East    Units  Estimated Accuracy
 NE0756;SPC MI S     -   144,760.    4,053,190.      MT  (+/- 180 meters Scaled)
 NE0756
 NE0756                          SUPERSEDED SURVEY CONTROL
 NE0756
 NE0756  NGVD 29 (??/??/92)  275.61   (m)          904.2    (f) COMPUTED    2 0
 NE0756
 NE0756.Superseded values are not recommended for survey control.
 NE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0756.See file dsdata.txt to determine how the superseded data were derived.
 NE0756
 NE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH778423(NAD 83)
 NE0756_MARKER: B = BOLT
 NE0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0756_STAMPING: 51-1/2
 NE0756_MARK LOGO: GTWRR 
 NE0756_PROJECTION: FLUSH
 NE0756_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0756+STABILITY: SURFACE MOTION
 NE0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0756+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 NE0756
 NE0756  HISTORY     - Date     Condition        Report By
 NE0756  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0756  HISTORY     - 1934     GOOD             NGS
 NE0756  HISTORY     - 1972     GOOD             ENVENG
 NE0756  HISTORY     - 19980220 GOOD             OHM
 NE0756  HISTORY     - 20030430 GOOD             ROWEIN
 NE0756
 NE0756                          STATION DESCRIPTION
 NE0756
 NE0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0756'0.7 MI NW FROM FENTON.
 NE0756'0.7 MILE NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0756'THE STATION AT FENTON, GENESEE COUNTY, 0.5 MILE NORTHWEST OF
 NE0756'MILEPOST D 51, 320 YARDS NORTHWEST OF A ROAD CROSSING, 39 YARDS
 NE0756'SOUTHEAST OF A SIGN MARKING THE BEGINNING OF A WEST-BOUND BLOCK,
 NE0756'44 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT LEVEL WITH
 NE0756'THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 51-1/2 AND SET
 NE0756'IN THE TOP OF A CONCRETE POST.
 NE0756
 NE0756                          STATION RECOVERY (1972)
 NE0756
 NE0756'RECOVERY NOTE BY ENVIRONMENTAL ENGINEERING INCORPORATED 1972
 NE0756'RECOVERED IN GOOD CONDITION.
 NE0756
 NE0756                          STATION RECOVERY (1998)
 NE0756
 NE0756'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (GC)
 NE0756'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 273 M
 NE0756'(895.7 FT) WEST OF THE CENTER LINE OF BEACH STREET, 16.300 M (53.478
 NE0756'FT) WEST TO PK NAIL IN POWER POLE, 13.500 M (44.291 FT) TO NORTH
 NE0756'TRACK, AND 11.800 M (38.714 FT) SOUTHWEST TO A SIGN - W.  SET WITNESS
 NE0756'POST WITH SURVEY SIGN.
 NE0756
 NE0756                          STATION RECOVERY (2003)
 NE0756
 NE0756'RECOVERY NOTE BY ROWE INCORPORATED 2003 (JJF)
 NE0756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0290 ***********************************************************************
 OK0290  DESIGNATION -  51 1/2
 OK0290  PID         -  OK0290
 OK0290  STATE/COUNTY-  MI/KENT
 OK0290  USGS QUAD   -  EVANS (1982)
 OK0290
 OK0290                         *CURRENT SURVEY CONTROL
 OK0290  ___________________________________________________________________
 OK0290* NAD 83(1986)-  43 11 39.     (N)    085 28 00.     (W)     SCALED    
 OK0290* NAVD 88     -       275.841  (meters)     904.99   (feet)  ADJUSTED  
 OK0290  ___________________________________________________________________
 OK0290  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 OK0290  DYNAMIC HT  -         275.778 (meters)     904.78  (feet)  COMP
 OK0290  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 OK0290
 OK0290  VERT ORDER  -  SECOND    CLASS 0
 OK0290
 OK0290.The horizontal coordinates were scaled from a topographic map and have
 OK0290.an estimated accuracy of +/- 6 seconds.
 OK0290
 OK0290.The orthometric height was determined by differential leveling
 OK0290.and adjusted by the National Geodetic Survey in June 1991..
 OK0290
 OK0290.The geoid height was determined by GEOID03.
 OK0290
 OK0290.The dynamic height is computed by dividing the NAVD 88
 OK0290.geopotential number by the normal gravity value computed on the
 OK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0290.degrees latitude (g = 980.6199 gals.).
 OK0290
 OK0290.The modeled gravity was interpolated from observed gravity values.
 OK0290
 OK0290;                    North         East    Units  Estimated Accuracy
 OK0290;SPC MI S     -   188,770.    3,910,600.      MT  (+/- 180 meters Scaled)
 OK0290
 OK0290                          SUPERSEDED SURVEY CONTROL
 OK0290
 OK0290  NGVD 29 (??/??/92)  275.965  (m)          905.40   (f) ADJ UNCH    2 0
 OK0290
 OK0290.Superseded values are not recommended for survey control.
 OK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0290.See file dsdata.txt to determine how the superseded data were derived.
 OK0290
 OK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN245835(NAD 83)
 OK0290_MARKER: Z = SEE DESCRIPTION
 OK0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0290_STAMPING: 51-1/2
 OK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0290+STABILITY: SURFACE MOTION
 OK0290
 OK0290  HISTORY     - Date     Condition        Report By
 OK0290  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0290  HISTORY     - 1934     GOOD             NGS
 OK0290  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0290
 OK0290                          STATION DESCRIPTION
 OK0290
 OK0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0290'1.1 MI E FROM SHEFFIELD.
 OK0290'1.1 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0290'AT SHEFFIELD, ABOUT 27 RAILS EAST OF A ROAD CROSSING, 40 FEET
 OK0290'NORTH OF THE NORTH RAIL, ABOUT 48 YARDS EAST OF AN 18 INCH ELM
 OK0290'TREE AND LEVEL WITH THE TOP OF RAIL.  A BRASS PLUG STAMPED
 OK0290'51-1/2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8
 OK0290'INCHES ABOVE GROUND.
 OK0290
 OK0290                          STATION RECOVERY (1969)
 OK0290
 OK0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6834 ***********************************************************************
 AA6834  DESIGNATION -  51 254
 AA6834  PID         -  AA6834
 AA6834  STATE/COUNTY-  MI/WAYNE
 AA6834  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6834
 AA6834                         *CURRENT SURVEY CONTROL
 AA6834  ___________________________________________________________________
 AA6834* NAD 83(1994)-  42 24 17.13527(N)    083 01 58.15495(W)     ADJUSTED  
 AA6834* NAVD 88     -       189.8    (meters)     623.     (feet)  GPS OBS   
 AA6834  ___________________________________________________________________
 AA6834  X           -     572,165.048 (meters)                     COMP
 AA6834  Y           -  -4,682,081.610 (meters)                     COMP
 AA6834  Z           -   4,279,013.694 (meters)                     COMP
 AA6834  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AA6834  ELLIP HEIGHT-         155.57  (meters)          (07/12/02) GPS OBS
 AA6834  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 AA6834
 AA6834  HORZ ORDER  -  FIRST
 AA6834  ELLP ORDER  -  FOURTH    CLASS I
 AA6834
 AA6834.The horizontal coordinates were established by GPS observations
 AA6834.and adjusted by the National Geodetic Survey in February 1997..
 AA6834
 AA6834.The orthometric height was determined by GPS observations and a
 AA6834.high-resolution geoid model.
 AA6834
 AA6834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6834
 AA6834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6834
 AA6834.The ellipsoidal height was determined by GPS observations
 AA6834.and is referenced to NAD 83.
 AA6834
 AA6834.The geoid height was determined by GEOID03.
 AA6834
 AA6834;                    North         East     Units Scale Factor Converg.
 AA6834;SPC MI S     -   101,368.425 4,109,796.066   MT  0.99994179   +0 54 27.8
 AA6834;SPC MI S     -   332,573.57 13,483,582.89   iFT  0.99994179   +0 54 27.8
 AA6834;UTM  17      - 4,696,719.513   332,714.483   MT  0.99994432   -1 22 16.2
 AA6834
 AA6834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6834!SPC MI S     -   0.99997560  x   0.99994179  =   0.99991739
 AA6834!UTM  17      -   0.99997560  x   0.99994432  =   0.99991992
 AA6834
 AA6834                          SUPERSEDED SURVEY CONTROL
 AA6834
 AA6834  ELLIP H (02/03/97)  155.60   (m)                       GP(       ) 4 1
 AA6834  NAD 83(1986)-  42 24 17.13971(N)    083 01 58.18680(W) AD(       ) 1
 AA6834
 AA6834.Superseded values are not recommended for survey control.
 AA6834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6834.See file dsdata.txt to determine how the superseded data were derived.
 AA6834
 AA6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3271496720(NAD 83)
 AA6834_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6834_STAMPING: 51-254 1960
 AA6834_MARK LOGO: MI-163
 AA6834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6834+STABILITY: SURFACE MOTION
 AA6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6834+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6834
 AA6834  HISTORY     - Date     Condition        Report By
 AA6834  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6834  HISTORY     - 20011212 GOOD             INDIV
 AA6834  HISTORY     - 20031125 GOOD             INDIV
 AA6834  HISTORY     - 20051216 GOOD             INDIV
 AA6834
 AA6834                          STATION DESCRIPTION
 AA6834
 AA6834'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6834'STATION IS LOCATED ON THE WEST SIDE OF THE DETROIT CITY AIRPORT ON
 AA6834'LYNCH STREET. TO REACH FROM THE INTERSECTION OF INTERSTATE I-94 AND
 AA6834'M-53 (VAN DYKE) PROCEED NORTH 1.5 MILESON VAN DYKE TO LYNCH STREET,
 AA6834'THENCE GO WEST 0.45 MILESON LYNCH TO THE STATION ON THE LEFT. THE
 AA6834'STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6
 AA6834'INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX AND
 AA6834'SET FLUSH WITH THE TOP OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE
 AA6834'OF A SIDEWALK.  CENTERLINE OF LYNCH ROAD IS N 0 E, 31 FEET,  A POLE IS
 AA6834'N 90 E, 47.3 FEET.
 AA6834
 AA6834                          STATION RECOVERY (2001)
 AA6834
 AA6834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6834'RECOVERED IN GOOD CONDITION.
 AA6834
 AA6834                          STATION RECOVERY (2003)
 AA6834
 AA6834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 AA6834'RECOVERED IN GOOD CONDITION.
 AA6834
 AA6834                          STATION RECOVERY (2005)
 AA6834
 AA6834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0430 ***********************************************************************
 NE0430  DESIGNATION -  51 A
 NE0430  PID         -  NE0430
 NE0430  STATE/COUNTY-  MI/OAKLAND
 NE0430  USGS QUAD   -  ROMEO (1991)
 NE0430
 NE0430                         *CURRENT SURVEY CONTROL
 NE0430  ___________________________________________________________________
 NE0430* NAD 83(1986)-  42 48 03.     (N)    083 05 42.     (W)     SCALED    
 NE0430* NAVD 88     -       275.208  (meters)     902.91   (feet)  ADJUSTED  
 NE0430  ___________________________________________________________________
 NE0430  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0430  DYNAMIC HT  -         275.122 (meters)     902.63  (feet)  COMP
 NE0430  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 NE0430
 NE0430  VERT ORDER  -  SECOND    CLASS 0
 NE0430
 NE0430.The horizontal coordinates were scaled from a topographic map and have
 NE0430.an estimated accuracy of +/- 6 seconds.
 NE0430
 NE0430.The orthometric height was determined by differential leveling
 NE0430.and adjusted by the National Geodetic Survey in June 1991..
 NE0430
 NE0430.The geoid height was determined by GEOID03.
 NE0430
 NE0430.The dynamic height is computed by dividing the NAVD 88
 NE0430.geopotential number by the normal gravity value computed on the
 NE0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0430.degrees latitude (g = 980.6199 gals.).
 NE0430
 NE0430.The modeled gravity was interpolated from observed gravity values.
 NE0430
 NE0430;                    North         East    Units  Estimated Accuracy
 NE0430;SPC MI S     -   145,280.    4,104,010.      MT  (+/- 180 meters Scaled)
 NE0430
 NE0430                          SUPERSEDED SURVEY CONTROL
 NE0430
 NE0430  NGVD 29 (??/??/92)  275.333  (m)          903.32   (f) ADJ UNCH    2 0
 NE0430
 NE0430.Superseded values are not recommended for survey control.
 NE0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0430.See file dsdata.txt to determine how the superseded data were derived.
 NE0430
 NE0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH286408(NAD 83)
 NE0430_MARKER: DD = SURVEY DISK
 NE0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0430+STABILITY: SURFACE MOTION
 NE0430
 NE0430  HISTORY     - Date     Condition        Report By
 NE0430  HISTORY     - UNK      MONUMENTED       MIGS
 NE0430  HISTORY     - 1940     GOOD             NGS
 NE0430  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0430
 NE0430                          STATION DESCRIPTION
 NE0430
 NE0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0430'4.4 MI W FROM ROMEO.
 NE0430'4.4 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0430'ROMEO, MACOMB COUNTY, 19 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 NE0430'OF THE L.H. BATES TWO-STORY WHITE FARMHOUSE, 23.2 FEET NORTH OF
 NE0430'THE CENTERLINE OF THE ROAD, 15.3 FEET WEST OF A POWER-TRANSMISSION
 NE0430'LINE POLE WITH TRANSFORMERS, 2.1 FEET SOUTH OF A WIRE FENCE,
 NE0430'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY STANDARD
 NE0430'DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0430
 NE0430                          STATION RECOVERY (1988)
 NE0430
 NE0430'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0431 ***********************************************************************
 NE0431  DESIGNATION -  51 B
 NE0431  PID         -  NE0431
 NE0431  STATE/COUNTY-  MI/MACOMB
 NE0431  USGS QUAD   -  ROMEO (1991)
 NE0431
 NE0431                         *CURRENT SURVEY CONTROL
 NE0431  ___________________________________________________________________
 NE0431* NAD 83(1986)-  42 48 05.     (N)    083 03 48.     (W)     SCALED    
 NE0431* NAVD 88     -       266.234  (meters)     873.47   (feet)  ADJUSTED  
 NE0431  ___________________________________________________________________
 NE0431  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0431  DYNAMIC HT  -         266.151 (meters)     873.20  (feet)  COMP
 NE0431  MODELED GRAV-     980,301.8   (mgal)                       NAVD 88
 NE0431
 NE0431  VERT ORDER  -  SECOND    CLASS 0
 NE0431
 NE0431.The horizontal coordinates were scaled from a topographic map and have
 NE0431.an estimated accuracy of +/- 6 seconds.
 NE0431
 NE0431.The orthometric height was determined by differential leveling
 NE0431.and adjusted by the National Geodetic Survey in June 1991..
 NE0431
 NE0431.The geoid height was determined by GEOID03.
 NE0431
 NE0431.The dynamic height is computed by dividing the NAVD 88
 NE0431.geopotential number by the normal gravity value computed on the
 NE0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0431.degrees latitude (g = 980.6199 gals.).
 NE0431
 NE0431.The modeled gravity was interpolated from observed gravity values.
 NE0431
 NE0431;                    North         East    Units  Estimated Accuracy
 NE0431;SPC MI S     -   145,380.    4,106,600.      MT  (+/- 180 meters Scaled)
 NE0431
 NE0431                          SUPERSEDED SURVEY CONTROL
 NE0431
 NE0431  NGVD 29 (??/??/92)  266.358  (m)          873.88   (f) ADJ UNCH    2 0
 NE0431
 NE0431.Superseded values are not recommended for survey control.
 NE0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0431.See file dsdata.txt to determine how the superseded data were derived.
 NE0431
 NE0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH312408(NAD 83)
 NE0431_MARKER: DD = SURVEY DISK
 NE0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0431+STABILITY: SURFACE MOTION
 NE0431
 NE0431  HISTORY     - Date     Condition        Report By
 NE0431  HISTORY     - UNK      MONUMENTED       MIGS
 NE0431  HISTORY     - 1940     GOOD             NGS
 NE0431  HISTORY     - 20060607 POOR             SPALD
 NE0431
 NE0431                          STATION DESCRIPTION
 NE0431
 NE0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0431'2.6 MI W FROM ROMEO.
 NE0431'2.6 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0431'ROMEO, MACOMB COUNTY, AT THE BEGINNING OF THE FIRST CURVE WEST
 NE0431'OF CUSIC LAKE, 31 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 NE0431'THE A.E. HOSNER TWO-STORY WHITE AND GRAY DWELLING, 24.0 FEET
 NE0431'SOUTH OF THE CENTERLINE OF THE ROAD, 18.4 FEET SOUTHWEST OF THE
 NE0431'SOUTHWEST END OF A CONCRETE CULVERT, 14.1 FEET NORTHEAST OF POLE
 NE0431'401, AND ABOUT 1 FOOT HIGHER THAN THE ROAD.  A STATE SURVEY
 NE0431'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0431
 NE0431                          STATION RECOVERY (2006)
 NE0431
 NE0431'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0431'FOUND SQUARE CONCRETE MONUMENT, SURVEY DISK IS MISSING.  TO REACH
 NE0431'THE STATION FROM THE INTERSECTION OF 32 MILE ROAD AND ELDRED ROAD GO
 NE0431'WEST ON 32 MILE ROAD 0.4 MILES AND THE STATION IS ON THE SOUTH SIDE OF
 NE0431'THE ROAD.  THE STATION IS 82.0 FEET NORTHWEST OF THE NORTHWEST
 NE0431'CORNER OF HOUSE NO. 5400, 12.3 FEET NORTHEAST OF 9 INCH PINE TREE,
 NE0431'22.5 FEET SOUTH OF SOUTH EDGE OF ASPHALT ROAD AND 18.4 FEET SOUTHWEST
 NE0431'OF REMAINS OF CONCRETE HEADWELL.
 NE0431'STATE PLANE COORDINATES (MICHIGAN SOUTH ZONE)
 NE0431'N   476988.96
 NE0431'E 13473088.82
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0432 ***********************************************************************
 NE0432  DESIGNATION -  51 D
 NE0432  PID         -  NE0432
 NE0432  STATE/COUNTY-  MI/MACOMB
 NE0432  USGS QUAD   -  ROMEO (1991)
 NE0432
 NE0432                         *CURRENT SURVEY CONTROL
 NE0432  ___________________________________________________________________
 NE0432* NAD 83(1986)-  42 48 08.     (N)    083 02 02.     (W)     SCALED    
 NE0432* NAVD 88     -       283.853  (meters)     931.27   (feet)  ADJUSTED  
 NE0432  ___________________________________________________________________
 NE0432  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0432  DYNAMIC HT  -         283.764 (meters)     930.98  (feet)  COMP
 NE0432  MODELED GRAV-     980,301.3   (mgal)                       NAVD 88
 NE0432
 NE0432  VERT ORDER  -  SECOND    CLASS 0
 NE0432
 NE0432.The horizontal coordinates were scaled from a topographic map and have
 NE0432.an estimated accuracy of +/- 6 seconds.
 NE0432
 NE0432.The orthometric height was determined by differential leveling
 NE0432.and adjusted by the National Geodetic Survey in June 1991..
 NE0432
 NE0432.The geoid height was determined by GEOID03.
 NE0432
 NE0432.The dynamic height is computed by dividing the NAVD 88
 NE0432.geopotential number by the normal gravity value computed on the
 NE0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0432.degrees latitude (g = 980.6199 gals.).
 NE0432
 NE0432.The modeled gravity was interpolated from observed gravity values.
 NE0432
 NE0432;                    North         East    Units  Estimated Accuracy
 NE0432;SPC MI S     -   145,510.    4,109,010.      MT  (+/- 180 meters Scaled)
 NE0432
 NE0432                          SUPERSEDED SURVEY CONTROL
 NE0432
 NE0432  NGVD 29 (??/??/92)  283.976  (m)          931.68   (f) ADJ UNCH    2 0
 NE0432
 NE0432.Superseded values are not recommended for survey control.
 NE0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0432.See file dsdata.txt to determine how the superseded data were derived.
 NE0432
 NE0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH336408(NAD 83)
 NE0432_MARKER: DD = SURVEY DISK
 NE0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0432+STABILITY: SURFACE MOTION
 NE0432
 NE0432  HISTORY     - Date     Condition        Report By
 NE0432  HISTORY     - UNK      MONUMENTED       MIGS
 NE0432  HISTORY     - 1940     GOOD             NGS
 NE0432  HISTORY     - 20020503 MARK NOT FOUND   INDIV
 NE0432
 NE0432                          STATION DESCRIPTION
 NE0432
 NE0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0432'1.6 MI W FROM ROMEO.
 NE0432'1.6 MILES WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0432'ROMEO, MACOMB COUNTY, 305 YARDS WEST OF THE WEST END OF THE
 NE0432'STOREHOUSE OF THE HILLCREST ORCHARDS, IN LINE WITH A ROW OF
 NE0432'MAPLE TREES OF THE MOUNTAIN VIEW ORCHARD, 18 YARDS EAST OF THE
 NE0432'CENTERLINE OF A WAGON ROAD, 26.8 FEET NORTH OF THE CENTERLINE
 NE0432'OF ROMEO ROAD, 27 YARDS NORTHEAST OF A POLE, AND 1.6 FEET HIGHER
 NE0432'THAN THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0432'CONCRETE POST.
 NE0432
 NE0432                          STATION RECOVERY (2002)
 NE0432
 NE0432'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MRS)
 NE0432'NEW SIDEWALKS AND BUILDING OVER POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0433 ***********************************************************************
 NE0433  DESIGNATION -  51 E
 NE0433  PID         -  NE0433
 NE0433  STATE/COUNTY-  MI/MACOMB
 NE0433  USGS QUAD   -  ROMEO (1991)
 NE0433
 NE0433                         *CURRENT SURVEY CONTROL
 NE0433  ___________________________________________________________________
 NE0433* NAD 83(1986)-  42 48 08.     (N)    083 01 32.     (W)     SCALED    
 NE0433* NAVD 88     -       276.386  (meters)     906.78   (feet)  ADJUSTED  
 NE0433  ___________________________________________________________________
 NE0433  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0433  DYNAMIC HT  -         276.300 (meters)     906.49  (feet)  COMP
 NE0433  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 NE0433
 NE0433  VERT ORDER  -  SECOND    CLASS 0
 NE0433
 NE0433.The horizontal coordinates were scaled from a topographic map and have
 NE0433.an estimated accuracy of +/- 6 seconds.
 NE0433
 NE0433.The orthometric height was determined by differential leveling
 NE0433.and adjusted by the National Geodetic Survey in June 1991..
 NE0433
 NE0433.The geoid height was determined by GEOID03.
 NE0433
 NE0433.The dynamic height is computed by dividing the NAVD 88
 NE0433.geopotential number by the normal gravity value computed on the
 NE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0433.degrees latitude (g = 980.6199 gals.).
 NE0433
 NE0433.The modeled gravity was interpolated from observed gravity values.
 NE0433
 NE0433;                    North         East    Units  Estimated Accuracy
 NE0433;SPC MI S     -   145,520.    4,109,690.      MT  (+/- 180 meters Scaled)
 NE0433
 NE0433                          SUPERSEDED SURVEY CONTROL
 NE0433
 NE0433  NGVD 29 (??/??/92)  276.510  (m)          907.18   (f) ADJ UNCH    2 0
 NE0433
 NE0433.Superseded values are not recommended for survey control.
 NE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0433.See file dsdata.txt to determine how the superseded data were derived.
 NE0433
 NE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH343408(NAD 83)
 NE0433_MARKER: DD = SURVEY DISK
 NE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0433+STABILITY: SURFACE MOTION
 NE0433
 NE0433  HISTORY     - Date     Condition        Report By
 NE0433  HISTORY     - UNK      MONUMENTED       MIGS
 NE0433  HISTORY     - 1940     GOOD             NGS
 NE0433  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0433  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0433
 NE0433                          STATION DESCRIPTION
 NE0433
 NE0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0433'0.7 MI W FROM ROMEO.
 NE0433'0.7 MILE WEST ALONG ROMEO ROAD FROM THE ROMEO SAVINGS BANK AT
 NE0433'ROMEO, MACOMB COUNTY, 67 YARDS WEST OF THE NORTH CENTER OF THE
 NE0433'VILLAGE STEEL WATER STANDPIPE, 24.6 FEET SOUTH OF THE CENTERLINE
 NE0433'OF THE ROAD, 14.3 FEET EAST OF A POLE, AND 1 FOOT HIGHER THAN
 NE0433'THE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0433'CONCRETE POST.
 NE0433
 NE0433                          STATION RECOVERY (1988)
 NE0433
 NE0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0433'MARK NOT FOUND.
 NE0433
 NE0433                          STATION RECOVERY (1999)
 NE0433
 NE0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0962 ***********************************************************************
 RJ0962  DESIGNATION -  51 USLS 1878
 RJ0962  PID         -  RJ0962
 RJ0962  STATE/COUNTY-  MI/CHIPPEWA
 RJ0962  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0962
 RJ0962                         *CURRENT SURVEY CONTROL
 RJ0962  ___________________________________________________________________
 RJ0962* NAD 83(1994)-  46 25 16.81530(N)    084 11 21.12023(W)     ADJUSTED  
 RJ0962* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0962  ___________________________________________________________________
 RJ0962  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 RJ0962  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RJ0962
 RJ0962  HORZ ORDER  -  THIRD
 RJ0962
 RJ0962.The horizontal coordinates were established by classical geodetic methods
 RJ0962.and adjusted by the National Geodetic Survey in February 1997..
 RJ0962
 RJ0962.The orthometric height was scaled from a topographic map.
 RJ0962
 RJ0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0962
 RJ0962.The geoid height was determined by GEOID03.
 RJ0962
 RJ0962;                    North         East     Units Scale Factor Converg.
 RJ0962;SPC MI N     -   185,884.937 8,216,009.592   MT  0.99990565   +2 01 53.8
 RJ0962;SPC MI N     -   609,858.72 26,955,412.05   iFT  0.99990565   +2 01 53.8
 RJ0962;SPC MI C     -   345,046.781 6,013,645.793   MT  1.00024730   +0 07 31.3
 RJ0962;SPC MI C     - 1,132,043.24 19,729,809.03   iFT  1.00024730   +0 07 31.3
 RJ0962;UTM  16      - 5,144,702.149   715,984.624   MT  1.00017346   +2 02 13.2
 RJ0962
 RJ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0962!SPC MI N     -   0.99997816  x   0.99990565  =   0.99988381
 RJ0962!SPC MI C     -   0.99997816  x   1.00024730  =   1.00022545
 RJ0962!UTM  16      -   0.99997816  x   1.00017346  =   1.00015161
 RJ0962
 RJ0962                          SUPERSEDED SURVEY CONTROL
 RJ0962
 RJ0962  NAD 83(1986)-  46 25 16.80686(N)    084 11 21.13106(W) AD(       ) 3
 RJ0962  NAD 27      -  46 25 16.73000(N)    084 11 21.02000(W) AD(       ) 3
 RJ0962
 RJ0962.Superseded values are not recommended for survey control.
 RJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0962.See file dsdata.txt to determine how the superseded data were derived.
 RJ0962
 RJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1598544702(NAD 83)
 RJ0962_MARKER: N = NAIL
 RJ0962_SETTING: 0 = UNSPECIFIED SETTING
 RJ0962_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0962
 RJ0962  HISTORY     - Date     Condition        Report By
 RJ0962  HISTORY     - 1878     MONUMENTED       USLS
 RJ0962  HISTORY     - 1958     GOOD             IBC
 RJ0962
 RJ0962                          STATION DESCRIPTION
 RJ0962
 RJ0962'DESCRIBED BY US LAKE SURVEY 1878
 RJ0962'ON WHIPPLE POINT, SUGAR ISLAND, ON THE W SHORE OF S - CENTRAL LAKE
 RJ0962'GEORGE, A MILE SW OF GEM ISLAND.  IT IS 25 FEET FROM THE WATER
 RJ0962'AT A POINT 50 FEET S OF THE POINT AND 3 FEET ABOVE THE WATER.  IT
 RJ0962'IS JUST INSIDE THE TREE LINE.
 RJ0962'
 RJ0962'STATION MARK IS A DRILL HOLE IN A SMALL ROCK UNDERGROUND.  A 3-INCH
 RJ0962'WOODEN POST WITH A NAIL IN THE TOP IS CENTERED OVER THE STATION,
 RJ0962'PROJECTING 18 INCHES ABOVE THE SURFACE IN A CAIRN.
 RJ0962
 RJ0962                          STATION RECOVERY (1958)
 RJ0962
 RJ0962'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0754 ***********************************************************************
 NE0754  DESIGNATION -  52 1/2
 NE0754  PID         -  NE0754
 NE0754  STATE/COUNTY-  MI/GENESEE
 NE0754  USGS QUAD   -  FENTON (1983)
 NE0754
 NE0754                         *CURRENT SURVEY CONTROL
 NE0754  ___________________________________________________________________
 NE0754* NAD 83(1986)-  42 48 23.     (N)    083 44 08.     (W)     SCALED    
 NE0754* NAVD 88     -       273.387  (meters)     896.94   (feet)  ADJUSTED  
 NE0754  ___________________________________________________________________
 NE0754  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NE0754  DYNAMIC HT  -         273.312 (meters)     896.69  (feet)  COMP
 NE0754  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 NE0754
 NE0754  VERT ORDER  -  SECOND    CLASS 0
 NE0754
 NE0754.The horizontal coordinates were scaled from a topographic map and have
 NE0754.an estimated accuracy of +/- 6 seconds.
 NE0754
 NE0754.The orthometric height was determined by differential leveling
 NE0754.and adjusted by the National Geodetic Survey in June 1991..
 NE0754
 NE0754.The geoid height was determined by GEOID03.
 NE0754
 NE0754.The dynamic height is computed by dividing the NAVD 88
 NE0754.geopotential number by the normal gravity value computed on the
 NE0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0754.degrees latitude (g = 980.6199 gals.).
 NE0754
 NE0754.The modeled gravity was interpolated from observed gravity values.
 NE0754
 NE0754;                    North         East    Units  Estimated Accuracy
 NE0754;SPC MI S     -   145,300.    4,051,620.      MT  (+/- 180 meters Scaled)
 NE0754
 NE0754                          SUPERSEDED SURVEY CONTROL
 NE0754
 NE0754  NGVD 29 (??/??/92)  273.502  (m)          897.31   (f) ADJ UNCH    2 0
 NE0754
 NE0754.Superseded values are not recommended for survey control.
 NE0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0754.See file dsdata.txt to determine how the superseded data were derived.
 NE0754
 NE0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH763429(NAD 83)
 NE0754_MARKER: B = BOLT
 NE0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0754_STAMPING: 52-1/2
 NE0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0754+STABILITY: SURFACE MOTION
 NE0754
 NE0754  HISTORY     - Date     Condition        Report By
 NE0754  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0754  HISTORY     - 1934     GOOD             NGS
 NE0754  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0754
 NE0754                          STATION DESCRIPTION
 NE0754
 NE0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0754'1.7 MI NW FROM FENTON.
 NE0754'1.7 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0754'THE STATION AT FENTON, GENESEE COUNTY, 0.5 MILE NORTHWEST OF
 NE0754'MILEPOST D 52, 0.4 MILE NORTHWEST OF THE CROSSING OF THE ROAD
 NE0754'LEADING TO TORREY, 145 YARDS NORTHWEST OF A SIDING SWITCH, 50
 NE0754'FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT SOUTHWEST OF THE
 NE0754'RIGHT-OF-WAY FENCE, AND 5 FEET HIGHER THAN THE TRACK.  A COPPER
 NE0754'BOLT, STAMPED 52-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0754
 NE0754                          STATION RECOVERY (1967)
 NE0754
 NE0754'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0288 ***********************************************************************
 OK0288  DESIGNATION -  52 1/2
 OK0288  PID         -  OK0288
 OK0288  STATE/COUNTY-  MI/KENT
 OK0288  USGS QUAD   -  EVANS (1982)
 OK0288
 OK0288                         *CURRENT SURVEY CONTROL
 OK0288  ___________________________________________________________________
 OK0288* NAD 83(1986)-  43 11 38.     (N)    085 29 12.     (W)     SCALED    
 OK0288* NAVD 88     -       274.615  (meters)     900.97   (feet)  ADJUSTED  
 OK0288  ___________________________________________________________________
 OK0288  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 OK0288  DYNAMIC HT  -         274.552 (meters)     900.76  (feet)  COMP
 OK0288  MODELED GRAV-     980,383.9   (mgal)                       NAVD 88
 OK0288
 OK0288  VERT ORDER  -  SECOND    CLASS 0
 OK0288
 OK0288.The horizontal coordinates were scaled from a topographic map and have
 OK0288.an estimated accuracy of +/- 6 seconds.
 OK0288
 OK0288.The orthometric height was determined by differential leveling
 OK0288.and adjusted by the National Geodetic Survey in June 1991..
 OK0288
 OK0288.The geoid height was determined by GEOID03.
 OK0288
 OK0288.The dynamic height is computed by dividing the NAVD 88
 OK0288.geopotential number by the normal gravity value computed on the
 OK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0288.degrees latitude (g = 980.6199 gals.).
 OK0288
 OK0288.The modeled gravity was interpolated from observed gravity values.
 OK0288
 OK0288;                    North         East    Units  Estimated Accuracy
 OK0288;SPC MI S     -   188,760.    3,908,970.      MT  (+/- 180 meters Scaled)
 OK0288
 OK0288                          SUPERSEDED SURVEY CONTROL
 OK0288
 OK0288  NGVD 29 (??/??/92)  274.739  (m)          901.37   (f) ADJ UNCH    2 0
 OK0288
 OK0288.Superseded values are not recommended for survey control.
 OK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0288.See file dsdata.txt to determine how the superseded data were derived.
 OK0288
 OK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN229834(NAD 83)
 OK0288_MARKER: Z = SEE DESCRIPTION
 OK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0288_STAMPING: 52-1/2
 OK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0288+STABILITY: SURFACE MOTION
 OK0288
 OK0288  HISTORY     - Date     Condition        Report By
 OK0288  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0288  HISTORY     - 1934     GOOD             NGS
 OK0288
 OK0288                          STATION DESCRIPTION
 OK0288
 OK0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0288'0.2 MI E FROM SHEFFIELD.
 OK0288'0.2 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0288'AT SHEFFIELD, 360 YARDS EAST OF A ROAD CROSSING, 18 FEET NORTH
 OK0288'OF THE NORTH RAIL AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 OK0288'A BRASS PLUG STAMPED 52-1/2 AND SET IN THE TOP OF A CONCRETE
 OK0288'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0753 ***********************************************************************
 NE0753  DESIGNATION -  53 1/2
 NE0753  PID         -  NE0753
 NE0753  STATE/COUNTY-  MI/GENESEE
 NE0753  USGS QUAD   -  LINDEN (1983)
 NE0753
 NE0753                         *CURRENT SURVEY CONTROL
 NE0753  ___________________________________________________________________
 NE0753* NAD 83(1986)-  42 48 43.     (N)    083 45 06.     (W)     SCALED    
 NE0753* NAVD 88     -       271.832  (meters)     891.84   (feet)  ADJUSTED  
 NE0753  ___________________________________________________________________
 NE0753  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NE0753  DYNAMIC HT  -         271.758 (meters)     891.59  (feet)  COMP
 NE0753  MODELED GRAV-     980,342.2   (mgal)                       NAVD 88
 NE0753
 NE0753  VERT ORDER  -  SECOND    CLASS 0
 NE0753
 NE0753.The horizontal coordinates were scaled from a topographic map and have
 NE0753.an estimated accuracy of +/- 6 seconds.
 NE0753
 NE0753.The orthometric height was determined by differential leveling
 NE0753.and adjusted by the National Geodetic Survey in June 1991..
 NE0753
 NE0753.The geoid height was determined by GEOID03.
 NE0753
 NE0753.The dynamic height is computed by dividing the NAVD 88
 NE0753.geopotential number by the normal gravity value computed on the
 NE0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0753.degrees latitude (g = 980.6199 gals.).
 NE0753
 NE0753.The modeled gravity was interpolated from observed gravity values.
 NE0753
 NE0753;                    North         East    Units  Estimated Accuracy
 NE0753;SPC MI S     -   145,910.    4,050,300.      MT  (+/- 180 meters Scaled)
 NE0753
 NE0753                          SUPERSEDED SURVEY CONTROL
 NE0753
 NE0753  NGVD 29 (??/??/92)  271.948  (m)          892.22   (f) ADJ UNCH    2 0
 NE0753
 NE0753.Superseded values are not recommended for survey control.
 NE0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0753.See file dsdata.txt to determine how the superseded data were derived.
 NE0753
 NE0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH750436(NAD 83)
 NE0753_MARKER: B = BOLT
 NE0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0753_STAMPING: 53-1/2
 NE0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0753+STABILITY: SURFACE MOTION
 NE0753
 NE0753  HISTORY     - Date     Condition        Report By
 NE0753  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0753  HISTORY     - 1934     GOOD             NGS
 NE0753  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0753
 NE0753                          STATION DESCRIPTION
 NE0753
 NE0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0753'2.7 MI NW FROM FENTON.
 NE0753'2.7 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0753'THE STATION AT FENTON, GENESEE COUNTY, 0.5 MILE NORTHWEST OF
 NE0753'MILEPOST D 53, 420 YARDS NORTHWEST OF A ROAD LEADING TO THE
 NE0753'AETNA PORTLAND CEMENT COMPANY, 30 YARDS SOUTHEAST OF SEMAPHORE
 NE0753'53.4, 44.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 NE0753'TRACK, AND ABOUT 2 FEET LOWER THAN THE RAIL.  A COPPER BOLT,
 NE0753'STAMPED 53-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0753
 NE0753                          STATION RECOVERY (1967)
 NE0753
 NE0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1293 ***********************************************************************
 RJ1293  DESIGNATION -  53 C6M 124
 RJ1293  PID         -  RJ1293
 RJ1293  STATE/COUNTY-  MI/CHIPPEWA
 RJ1293  USGS QUAD   -  OAK RIDGE (1976)
 RJ1293
 RJ1293                         *CURRENT SURVEY CONTROL
 RJ1293  ___________________________________________________________________
 RJ1293* NAD 83(1994)-  46 19 24.68651(N)    084 07 59.62437(W)     ADJUSTED  
 RJ1293* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 RJ1293  ___________________________________________________________________
 RJ1293  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 RJ1293  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ1293
 RJ1293  HORZ ORDER  -  SECOND
 RJ1293
 RJ1293.The horizontal coordinates were established by classical geodetic methods
 RJ1293.and adjusted by the National Geodetic Survey in February 1997..
 RJ1293
 RJ1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1293
 RJ1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1293
 RJ1293.The geoid height was determined by GEOID03.
 RJ1293
 RJ1293;                    North         East     Units Scale Factor Converg.
 RJ1293;SPC MI N     -   175,174.309 8,220,702.191   MT  0.99990306   +2 04 19.5
 RJ1293;SPC MI N     -   574,718.86 26,970,807.71   iFT  0.99990306   +2 04 19.5
 RJ1293;UTM  16      - 5,133,988.811   720,679.253   MT  1.00019867   +2 04 27.2
 RJ1293
 RJ1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1293!SPC MI N     -   0.99997784  x   0.99990306  =   0.99988090
 RJ1293!UTM  16      -   0.99997784  x   1.00019867  =   1.00017651
 RJ1293
 RJ1293                          SUPERSEDED SURVEY CONTROL
 RJ1293
 RJ1293  NAD 83(1986)-  46 19 24.67895(N)    084 07 59.62021(W) AD(       ) 2
 RJ1293  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RJ1293
 RJ1293.Superseded values are not recommended for survey control.
 RJ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1293.See file dsdata.txt to determine how the superseded data were derived.
 RJ1293
 RJ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2067933989(NAD 83)
 RJ1293_MARKER: DS = TRIANGULATION STATION DISK
 RJ1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1293+STABILITY: SURFACE MOTION
 RJ1293
 RJ1293  HISTORY     - Date     Condition        Report By
 RJ1293  HISTORY     - 1987     MONUMENTED       NOS
 RJ1293  HISTORY     - 1988     GOOD             USE
 RJ1293
 RJ1293                          STATION DESCRIPTION
 RJ1293
 RJ1293'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1293'THE STATION IS LOCATED NEAR THE SOUTHERN MOST POINT OF SUGAR
 RJ1293'ISLAND ALONG THE NORTH SHORELINE OF THE MIDDLE NEEBISH CHANNEL
 RJ1293'JUST EAST FROM THE MIDDLE NEEBISH CHANNEL LIGHT NUMBER 50
 RJ1293'APPROXIMATELY ONE HALF MILE WEST FROM HARWOOD POINT ON THE SOUTH
 RJ1293'POINT OF SUGAR ISLAND ALONG THE ST MARYS RIVER.
 RJ1293'
 RJ1293'TO REACH THE STATION FROM SAULT STE MARIE MICHIGAN AT THE FERRY
 RJ1293'CROSSING TO SUGAR ISLAND GO BY BOAT SOUTHEASTERLY FIRST FOLLOWING
 RJ1293'THE MAIN CHANNEL THEN GOING SOUTHEASTERLY INTO THE MIDDLE NEEBISH
 RJ1293'CHANNEL FOR APPROXIMATELY 14.5 NAUTICAL MILES TO THE SOUTHERLY END
 RJ1293'OF SUGAR AND THE AREA OF THE STATION NEAR THE SHORELINE.
 RJ1293'
 RJ1293'THE STATION IS A BRONZE DISK SET INTO A ROUND CONCRETE MONUMENT
 RJ1293'FLUSH WITH THE EXISTING GROUND.  THE DISK IS STAMPED---ST MARYS
 RJ1293'RIVER---.  THE STATION IS COVERED BY A USE TRIPOD WITH A LARGE
 RJ1293'WHITE TRIANGLE.  THERE ARE LARGE ROCKS AT THE SHORELINE AND OUT
 RJ1293'INTO THE WATER SO BOATERS SHOULD BEWARE.
 RJ1293'
 RJ1293'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1293'
 RJ1293'DESCRIBED BY R DECROIX.
 RJ1293
 RJ1293                          STATION RECOVERY (1988)
 RJ1293
 RJ1293'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ1293'THE STATION IS LOCATED ABOUT 25.3 KM (15.7 MI) SOUTHEAST OF SAULT STE
 RJ1293'MARIE, 37.5 KM (23.3 MI) EAST-NORTHEAST OF RUDYARD AND 40.9 KM (25.4
 RJ1293'MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 1, SEC 2, T45N-R2E.
 RJ1293'OWNERSHIP---STATE OF MICHIGAN
 RJ1293'
 RJ1293'TO REACH STATION FROM THE POST OFFICE IN BARBEAU
 RJ1293'MI, TRAVEL
 RJ1293'EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ1293'AND GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO BRIDGE
 RJ1293'CROSSING THE CHARLOTTE RIVER, TURN RIGHT AT NORTH END OF BRIDGE
 RJ1293'ONTO A GRAVEL ROAD AND FOLLOW TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL
 RJ1293'UPRIVER FOR 70 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO THE NORTH
 RJ1293'SHORE OF CHANNEL AND THE STATION LOCATED ON A SMALL POINT OF LAND.
 RJ1293'
 RJ1293'THE STATION IS A STANDARD COE DISK LOCATED UNDER A LARGE
 RJ1293'TRIPOD WITH WHITE BOARDS
 RJ1293'13.7 METERS (45 FT) FROM EDGE OF WATER.
 RJ1293'
 RJ1293'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0091 ***********************************************************************
 RK0091  DESIGNATION -  53 WR
 RK0091  PID         -  RK0091
 RK0091  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0091  USGS QUAD   -  
 RK0091
 RK0091                         *CURRENT SURVEY CONTROL
 RK0091  ___________________________________________________________________
 RK0091* NAD 83(1986)-  46 28 41.     (N)    086 19 14.     (W)     SCALED    
 RK0091* NAVD 88     -       275.179  (meters)     902.82   (feet)  ADJUSTED  
 RK0091  ___________________________________________________________________
 RK0091  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 RK0091  DYNAMIC HT  -         275.196 (meters)     902.87  (feet)  COMP
 RK0091  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RK0091
 RK0091  VERT ORDER  -  SECOND    CLASS 0
 RK0091
 RK0091.The horizontal coordinates were scaled from a topographic map and have
 RK0091.an estimated accuracy of +/- 6 seconds.
 RK0091
 RK0091.The orthometric height was determined by differential leveling
 RK0091.and adjusted by the National Geodetic Survey in June 1991..
 RK0091
 RK0091.The geoid height was determined by GEOID03.
 RK0091
 RK0091.The dynamic height is computed by dividing the NAVD 88
 RK0091.geopotential number by the normal gravity value computed on the
 RK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0091.degrees latitude (g = 980.6199 gals.).
 RK0091
 RK0091.The modeled gravity was interpolated from observed gravity values.
 RK0091
 RK0091;                    North         East    Units  Estimated Accuracy
 RK0091;SPC MI N     -   188,580.    8,052,170.      MT  (+/- 180 meters Scaled)
 RK0091
 RK0091                          SUPERSEDED SURVEY CONTROL
 RK0091
 RK0091  NGVD 29 (??/??/92)  275.136  (m)          902.68   (f) ADJ UNCH    2 0
 RK0091
 RK0091.Superseded values are not recommended for survey control.
 RK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0091.See file dsdata.txt to determine how the superseded data were derived.
 RK0091
 RK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES521473(NAD 83)
 RK0091_MARKER: DD = SURVEY DISK
 RK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0091_STAMPING: 903 53 WR 1954
 RK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0091+STABILITY: SURFACE MOTION
 RK0091
 RK0091  HISTORY     - Date     Condition        Report By
 RK0091  HISTORY     - 1954     MONUMENTED       USGS
 RK0091  HISTORY     - 1964     GOOD             NGS
 RK0091
 RK0091                          STATION DESCRIPTION
 RK0091
 RK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RK0091'13 MI N FROM CREIGHTON.
 RK0091'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0091'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 12.9
 RK0091'MILES NORTH ALONG A SAND ROAD, IN S 9, T 47 N, R 16 W, ABOUT 0.1
 RK0091'MILE SOUTHWEST OF THE JUNCTION OF THE ROAD TO GRAND MARAIS AND A
 RK0091'ROAD LEADING EAST TO SENEY AND ROSS AND CUSINO LAKES, 66 FEET WEST
 RK0091'OF THE CENTER OF THE JUNCTION OF A SAND ROAD LEADING SOUTH TO
 RK0091'WORCHESTER LAKE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 RK0091'15 1/2 FEET NORTHEAST OF A 30-INCH MAPLE TREE, 1.1 FEET SOUTHEAST
 RK0091'OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD,
 RK0091'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0813 ***********************************************************************
 NE0813  DESIGNATION -  54 1/2
 NE0813  PID         -  NE0813
 NE0813  STATE/COUNTY-  MI/OAKLAND
 NE0813  USGS QUAD   -  MILFORD (1983)
 NE0813
 NE0813                         *CURRENT SURVEY CONTROL
 NE0813  ___________________________________________________________________
 NE0813* NAD 83(1986)-  42 31 00.     (N)    083 36 19.     (W)     SCALED    
 NE0813* NAVD 88     -       284.779  (meters)     934.31   (feet)  ADJUSTED  
 NE0813  ___________________________________________________________________
 NE0813  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NE0813  DYNAMIC HT  -         284.696 (meters)     934.04  (feet)  COMP
 NE0813  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 NE0813
 NE0813  VERT ORDER  -  SECOND    CLASS 0
 NE0813
 NE0813.The horizontal coordinates were scaled from a topographic map and have
 NE0813.an estimated accuracy of +/- 6 seconds.
 NE0813
 NE0813.The orthometric height was determined by differential leveling
 NE0813.and adjusted by the National Geodetic Survey in June 1991..
 NE0813
 NE0813.The geoid height was determined by GEOID03.
 NE0813
 NE0813.The dynamic height is computed by dividing the NAVD 88
 NE0813.geopotential number by the normal gravity value computed on the
 NE0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0813.degrees latitude (g = 980.6199 gals.).
 NE0813
 NE0813.The modeled gravity was interpolated from observed gravity values.
 NE0813
 NE0813;                    North         East    Units  Estimated Accuracy
 NE0813;SPC MI S     -   113,210.    4,062,560.      MT  (+/- 180 meters Scaled)
 NE0813
 NE0813                          SUPERSEDED SURVEY CONTROL
 NE0813
 NE0813  NGVD 29 (??/??/92)  284.90   (m)          934.7    (f) COMPUTED    2 0
 NE0813
 NE0813.Superseded values are not recommended for survey control.
 NE0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0813.See file dsdata.txt to determine how the superseded data were derived.
 NE0813
 NE0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH859104(NAD 83)
 NE0813_MARKER: B = BOLT
 NE0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0813_STAMPING: 54 1/2
 NE0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0813+STABILITY: SURFACE MOTION
 NE0813
 NE0813  HISTORY     - Date     Condition        Report By
 NE0813  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0813  HISTORY     - 1954     MARK NOT FOUND   NGS
 NE0813  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0813
 NE0813                          STATION DESCRIPTION
 NE0813
 NE0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0813'0.7 MI NE FROM NEW HUDSON.
 NE0813'0.7 MILE NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0813'STATION AT NEW HUDSON, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0813'55, 0.5 MILE EAST OF THE CROSSING OF U.S. HIGHWAY 23, 24 FEET
 NE0813'NORTH OF THE NORTH RAIL, 7 FEET NORTH OF A POLE, AND ABOUT LEVEL
 NE0813'WITH THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 54-1/2 AND SET
 NE0813'IN THE TOP OF A CONCRETE POST.
 NE0813
 NE0813                          STATION RECOVERY (1967)
 NE0813
 NE0813'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0752 ***********************************************************************
 NE0752  DESIGNATION -  54 1/2
 NE0752  PID         -  NE0752
 NE0752  STATE/COUNTY-  MI/GENESEE
 NE0752  USGS QUAD   -  LINDEN (1983)
 NE0752
 NE0752                         *CURRENT SURVEY CONTROL
 NE0752  ___________________________________________________________________
 NE0752* NAD 83(1986)-  42 49 09.     (N)    083 46 18.     (W)     SCALED    
 NE0752* NAVD 88     -       266.062  (meters)     872.91   (feet)  ADJUSTED  
 NE0752  ___________________________________________________________________
 NE0752  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NE0752  DYNAMIC HT  -         265.991 (meters)     872.67  (feet)  COMP
 NE0752  MODELED GRAV-     980,344.8   (mgal)                       NAVD 88
 NE0752
 NE0752  VERT ORDER  -  SECOND    CLASS 0
 NE0752
 NE0752.The horizontal coordinates were scaled from a topographic map and have
 NE0752.an estimated accuracy of +/- 6 seconds.
 NE0752
 NE0752.The orthometric height was determined by differential leveling
 NE0752.and adjusted by the National Geodetic Survey in June 1991..
 NE0752
 NE0752.The geoid height was determined by GEOID03.
 NE0752
 NE0752.The dynamic height is computed by dividing the NAVD 88
 NE0752.geopotential number by the normal gravity value computed on the
 NE0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0752.degrees latitude (g = 980.6199 gals.).
 NE0752
 NE0752.The modeled gravity was interpolated from observed gravity values.
 NE0752
 NE0752;                    North         East    Units  Estimated Accuracy
 NE0752;SPC MI S     -   146,700.    4,048,650.      MT  (+/- 180 meters Scaled)
 NE0752
 NE0752                          SUPERSEDED SURVEY CONTROL
 NE0752
 NE0752  NGVD 29 (??/??/92)  266.18   (m)          873.3    (f) COMPUTED    2 0
 NE0752
 NE0752.Superseded values are not recommended for survey control.
 NE0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0752.See file dsdata.txt to determine how the superseded data were derived.
 NE0752
 NE0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH734444(NAD 83)
 NE0752_MARKER: B = BOLT
 NE0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0752_STAMPING: 54-1/2
 NE0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0752+STABILITY: SURFACE MOTION
 NE0752
 NE0752  HISTORY     - Date     Condition        Report By
 NE0752  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0752  HISTORY     - 1934     GOOD             NGS
 NE0752
 NE0752                          STATION DESCRIPTION
 NE0752
 NE0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0752'0.9 MI SE FROM LINDEN.
 NE0752'0.9 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0752'THE STATION AT LINDEN, GENESEE COUNTY, 0.5 MILE SOUTHEAST OF
 NE0752'MILEPOST 55, 150 YARDS SOUTEAST OF A BRIDGE OVER A STREAM
 NE0752'CONNECTING TWO PONDS, 14 YARDS SOUTHWEST OF THE SOUTHWEST RAIL,
 NE0752'1.4 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 6
 NE0752'INCHES LOWER THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED
 NE0752'54-1/2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0356 ***********************************************************************
 OK0356  DESIGNATION -  54 1/2
 OK0356  PID         -  OK0356
 OK0356  STATE/COUNTY-  MI/KENT
 OK0356  USGS QUAD   -  CEDAR SPRINGS (1972)
 OK0356
 OK0356                         *CURRENT SURVEY CONTROL
 OK0356  ___________________________________________________________________
 OK0356* NAD 83(1986)-  43 12 09.     (N)    085 31 19.     (W)     SCALED    
 OK0356* NAVD 88     -       264.309  (meters)     867.15   (feet)  ADJUSTED  
 OK0356  ___________________________________________________________________
 OK0356  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 OK0356  DYNAMIC HT  -         264.249 (meters)     866.96  (feet)  COMP
 OK0356  MODELED GRAV-     980,384.3   (mgal)                       NAVD 88
 OK0356
 OK0356  VERT ORDER  -  SECOND    CLASS 0
 OK0356
 OK0356.The horizontal coordinates were scaled from a topographic map and have
 OK0356.an estimated accuracy of +/- 6 seconds.
 OK0356
 OK0356.The orthometric height was determined by differential leveling
 OK0356.and adjusted by the National Geodetic Survey in June 1991..
 OK0356
 OK0356.The geoid height was determined by GEOID03.
 OK0356
 OK0356.The dynamic height is computed by dividing the NAVD 88
 OK0356.geopotential number by the normal gravity value computed on the
 OK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0356.degrees latitude (g = 980.6199 gals.).
 OK0356
 OK0356.The modeled gravity was interpolated from observed gravity values.
 OK0356
 OK0356;                    North         East    Units  Estimated Accuracy
 OK0356;SPC MI S     -   189,760.    3,906,120.      MT  (+/- 180 meters Scaled)
 OK0356
 OK0356                          SUPERSEDED SURVEY CONTROL
 OK0356
 OK0356  NGVD 29 (??/??/92)  264.436  (m)          867.57   (f) ADJ UNCH    2 0
 OK0356
 OK0356.Superseded values are not recommended for survey control.
 OK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0356.See file dsdata.txt to determine how the superseded data were derived.
 OK0356
 OK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN200843(NAD 83)
 OK0356_MARKER: Z = SEE DESCRIPTION
 OK0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0356_STAMPING: 54 1/2
 OK0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0356+STABILITY: SURFACE MOTION
 OK0356
 OK0356  HISTORY     - Date     Condition        Report By
 OK0356  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0356  HISTORY     - 1934     GOOD             NGS
 OK0356  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0356
 OK0356                          STATION DESCRIPTION
 OK0356
 OK0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0356'1.9 MI E FROM CEDAR SPRINGS.
 OK0356'1.9 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0356'STATION AT CEDAR SPRINGS, KENT COUNTY, 60 YARDS EAST OF A GATE
 OK0356'AND A 3-FOOT CORRUGATED IRON CULVERT, 27 FEET NORTH OF THE
 OK0356'NORTH RAIL, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0356'A BRASS PLUG, STAMPED 54 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0356'POST.
 OK0356
 OK0356                          STATION RECOVERY (1965)
 OK0356
 OK0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0105 ***********************************************************************
 NE0105  DESIGNATION -  54 251 A C OF D
 NE0105  PID         -  NE0105
 NE0105  STATE/COUNTY-  MI/WAYNE
 NE0105  USGS QUAD   -  BELLE ISLE (1980)
 NE0105
 NE0105                         *CURRENT SURVEY CONTROL
 NE0105  ___________________________________________________________________
 NE0105* NAD 83(1986)-  42 21 33.     (N)    082 59 05.     (W)     SCALED    
 NE0105* NAVD 88     -       177.979  (meters)     583.92   (feet)  ADJUSTED  
 NE0105  ___________________________________________________________________
 NE0105  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0105  DYNAMIC HT  -         177.927 (meters)     583.75  (feet)  COMP
 NE0105  MODELED GRAV-     980,323.9   (mgal)                       NAVD 88
 NE0105
 NE0105  VERT ORDER  -  FIRST     CLASS 0
 NE0105
 NE0105.The horizontal coordinates were scaled from a topographic map and have
 NE0105.an estimated accuracy of +/- 6 seconds.
 NE0105
 NE0105.The orthometric height was determined by differential leveling
 NE0105.and adjusted by the National Geodetic Survey in June 1991..
 NE0105.WARNING-Repeat measurements at this control monument indicate possible
 NE0105.vertical movement.
 NE0105
 NE0105.The geoid height was determined by GEOID03.
 NE0105
 NE0105.The dynamic height is computed by dividing the NAVD 88
 NE0105.geopotential number by the normal gravity value computed on the
 NE0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0105.degrees latitude (g = 980.6199 gals.).
 NE0105
 NE0105.The modeled gravity was interpolated from observed gravity values.
 NE0105
 NE0105;                    North         East    Units  Estimated Accuracy
 NE0105;SPC MI S     -    96,370.    4,113,840.      MT  (+/- 180 meters Scaled)
 NE0105
 NE0105                          SUPERSEDED SURVEY CONTROL
 NE0105
 NE0105  NGVD 29 (??/??/??)  178.148  (m)          584.47   (f) ADJUSTED    1 0
 NE0105
 NE0105.Superseded values are not recommended for survey control.
 NE0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0105.See file dsdata.txt to determine how the superseded data were derived.
 NE0105
 NE0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG365915(NAD 83)
 NE0105_MARKER: DD = SURVEY DISK
 NE0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0105_PROJECTION: RECESSED 6 CENTIMETERS
 NE0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0105+STABILITY: SURFACE MOTION
 NE0105
 NE0105  HISTORY     - Date     Condition        Report By
 NE0105  HISTORY     - UNK      MONUMENTED       MI1260
 NE0105  HISTORY     - 1970     GOOD             USLS
 NE0105  HISTORY     - 1980     GOOD             NGS
 NE0105  HISTORY     - 20020206 GOOD             USPSQD
 NE0105
 NE0105                          STATION DESCRIPTION
 NE0105
 NE0105'DESCRIBED BY US LAKE SURVEY 1970
 NE0105'IN DETROIT.
 NE0105'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0105'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0105'NORTHEAST CORNER OF MC CLELLAN STREET AND EAST JEFFERSON AVENUE,
 NE0105'IN THE SIDEWALK, 10 FEET SOUTH OF THE NORTH PROPERTY LINE OF
 NE0105'EAST JEFFERSON AVENUE, 6 FEET WEST OF THE EAST PROPERTY LINE
 NE0105'OF MC CLELLAN STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL,
 NE0105'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0105'INTO A CONCRETE MONUMENT.
 NE0105
 NE0105                          STATION RECOVERY (1980)
 NE0105
 NE0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0105'IN DETROIT, AT THE JUNCTION OF EAST JEFFERSON AVE. AND MC/CLELLAN
 NE0105'STREET, 1.75 METERS (5.8 FEET) NORTHWEST OF CURB OF JEFFERSON,
 NE0105'2.2 METERS (7.3 FEET) NORTHEAST CURB OF MC/CLELLAN STREET, 4.35 METERS
 NE0105'(14.3 FEET) SOUTH OF THE SOUTH CORNER OF A LARGE BRICK APARTMENT
 NE0105'BUILDING, ACCESS MAY BE OBTAINED THROUGH A METAL ACCESS COVER.
 NE0105'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0105
 NE0105                          STATION RECOVERY (2002)
 NE0105
 NE0105'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0105'LOCATION DIFFERENT -  7.08 FEET NE OF NE CURB OF MCCLELLON, 5.58 FEET
 NE0105'NW OF THE NW CURB OF JEFFERSON. 6 INCH ACCESS COVER, 0.71 FEET BELOW
 NE0105'SIDEWALK SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0114 ***********************************************************************
 NE0114  DESIGNATION -  54 252 C OF D
 NE0114  PID         -  NE0114
 NE0114  STATE/COUNTY-  MI/WAYNE
 NE0114  USGS QUAD   -  BELLE ISLE (1980)
 NE0114
 NE0114                         *CURRENT SURVEY CONTROL
 NE0114  ___________________________________________________________________
 NE0114* NAD 83(1986)-  42 21 45.     (N)    082 58 49.     (W)     SCALED    
 NE0114* NAVD 88     -       177.214  (meters)     581.41   (feet)  ADJUSTED  
 NE0114  ___________________________________________________________________
 NE0114  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0114  DYNAMIC HT  -         177.162 (meters)     581.24  (feet)  COMP
 NE0114  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 NE0114
 NE0114  VERT ORDER  -  FIRST     CLASS 0
 NE0114
 NE0114.The horizontal coordinates were scaled from a topographic map and have
 NE0114.an estimated accuracy of +/- 6 seconds.
 NE0114
 NE0114.The orthometric height was determined by differential leveling
 NE0114.and adjusted by the National Geodetic Survey in June 1991..
 NE0114
 NE0114.The geoid height was determined by GEOID03.
 NE0114
 NE0114.The dynamic height is computed by dividing the NAVD 88
 NE0114.geopotential number by the normal gravity value computed on the
 NE0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0114.degrees latitude (g = 980.6199 gals.).
 NE0114
 NE0114.The modeled gravity was interpolated from observed gravity values.
 NE0114
 NE0114;                    North         East    Units  Estimated Accuracy
 NE0114;SPC MI S     -    96,750.    4,114,200.      MT  (+/- 180 meters Scaled)
 NE0114
 NE0114                          SUPERSEDED SURVEY CONTROL
 NE0114
 NE0114  NGVD 29 (??/??/??)  177.383  (m)          581.96   (f) ADJUSTED    1 0
 NE0114
 NE0114.Superseded values are not recommended for survey control.
 NE0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0114.See file dsdata.txt to determine how the superseded data were derived.
 NE0114
 NE0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG369919(NAD 83)
 NE0114_MARKER: DD = SURVEY DISK
 NE0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0114_PROJECTION: RECESSED 3 CENTIMETERS
 NE0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0114+STABILITY: SURFACE MOTION
 NE0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0114+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0114
 NE0114  HISTORY     - Date     Condition        Report By
 NE0114  HISTORY     - UNK      MONUMENTED       MI1260
 NE0114  HISTORY     - 1970     GOOD             USLS
 NE0114  HISTORY     - 1980     GOOD             NGS
 NE0114  HISTORY     - 20020206 GOOD             USPSQD
 NE0114  HISTORY     - 20031031 GOOD             INDIV
 NE0114
 NE0114                          STATION DESCRIPTION
 NE0114
 NE0114'DESCRIBED BY US LAKE SURVEY 1970
 NE0114'IN DETROIT.
 NE0114'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0114'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0114'NORTHEAST CORNER OF BEWICK STREET AND EAST JEFFERSON AVENUE,
 NE0114'IN THE SIDEWALK, 8 FEET SOUTH OF THE NORTH PROPERTY LINE OF EAST
 NE0114'JEFFERSON AVENUE, 9 FEET WEST OF THE EAST PROPERTY LINE OF
 NE0114'BEWICK STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL, BEING
 NE0114'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO A
 NE0114'CONCRETE MONUMENT.
 NE0114
 NE0114                          STATION RECOVERY (1980)
 NE0114
 NE0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0114'IN DETROIT, AT THE JUNCTION OF EAST JEFFERSON AVENUE AND BEWICK STREET
 NE0114',2.1 METERS (6.9 FEET) NORTHWEST OF NORTHWEST CURB OF EAST JEFFERSON
 NE0114'AVENUE, 3.85 METERS (12.62 FEET) NORTHEAST OF NORTHEAST CURB OF BEWICK
 NE0114'STREET, 3.95 METERS (12.95 FEET) SOUTHEAST OF THE TOP OF A FIRE
 NE0114'HYDRANT, 1.8 METERS (5.9 FEET) NORTH OF A LIGHT POLE WITH STREET SIGN
 NE0114'FOR EAST JEFFERSON AVENUE AND BEWICK STREET AND ACCESS TO MARK IS THRU
 NE0114'A 6-INCH MANHOLE COVER IN SIDEWALK.
 NE0114'THE MARK IS 0.15 M BELOW SIDEWALK.
 NE0114
 NE0114                          STATION RECOVERY (2002)
 NE0114
 NE0114'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0114'LOCATION DIFFERENT -  12.42 FEET NE OF NE CURB OF BEWICK, 6.25 FEET NW
 NE0114'OF THE NW CURB OF E. JEFFERSON.
 NE0114
 NE0114                          STATION RECOVERY (2003)
 NE0114
 NE0114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0114'CITY OF DETROIT BENCHMARK NUMBER 57-252. MONUMENT IN MONUMENT BOX IN
 NE0114'SIDEWALK NORTHEAST CORNER BEWICK AND HARPER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0115 ***********************************************************************
 NE0115  DESIGNATION -  54 253 C OF D
 NE0115  PID         -  NE0115
 NE0115  STATE/COUNTY-  MI/WAYNE
 NE0115  USGS QUAD   -  BELLE ISLE (1980)
 NE0115
 NE0115                         *CURRENT SURVEY CONTROL
 NE0115  ___________________________________________________________________
 NE0115* NAD 83(1986)-  42 21 20.     (N)    082 58 31.     (W)     SCALED    
 NE0115* NAVD 88     -       175.881  (meters)     577.04   (feet)  ADJUSTED  
 NE0115  ___________________________________________________________________
 NE0115  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE0115  DYNAMIC HT  -         175.829 (meters)     576.87  (feet)  COMP
 NE0115  MODELED GRAV-     980,323.3   (mgal)                       NAVD 88
 NE0115
 NE0115  VERT ORDER  -  FIRST     CLASS 0
 NE0115
 NE0115.The horizontal coordinates were scaled from a topographic map and have
 NE0115.an estimated accuracy of +/- 6 seconds.
 NE0115
 NE0115.The orthometric height was determined by differential leveling
 NE0115.and adjusted by the National Geodetic Survey in June 1991..
 NE0115.WARNING-Repeat measurements at this control monument indicate possible
 NE0115.vertical movement.
 NE0115
 NE0115.The geoid height was determined by GEOID03.
 NE0115
 NE0115.The dynamic height is computed by dividing the NAVD 88
 NE0115.geopotential number by the normal gravity value computed on the
 NE0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0115.degrees latitude (g = 980.6199 gals.).
 NE0115
 NE0115.The modeled gravity was interpolated from observed gravity values.
 NE0115
 NE0115;                    North         East    Units  Estimated Accuracy
 NE0115;SPC MI S     -    95,980.    4,114,620.      MT  (+/- 180 meters Scaled)
 NE0115
 NE0115                          SUPERSEDED SURVEY CONTROL
 NE0115
 NE0115  NGVD 29 (??/??/??)  176.051  (m)          577.59   (f) ADJUSTED    1 0
 NE0115
 NE0115.Superseded values are not recommended for survey control.
 NE0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0115.See file dsdata.txt to determine how the superseded data were derived.
 NE0115
 NE0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG373911(NAD 83)
 NE0115_MARKER: DD = SURVEY DISK
 NE0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0115_PROJECTION: RECESSED 10 CENTIMETERS
 NE0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0115+STABILITY: SURFACE MOTION
 NE0115
 NE0115  HISTORY     - Date     Condition        Report By
 NE0115  HISTORY     - UNK      MONUMENTED       MI1260
 NE0115  HISTORY     - 1970     GOOD             USLS
 NE0115  HISTORY     - 1980     GOOD             NGS
 NE0115  HISTORY     - 20020206 GOOD             USPSQD
 NE0115
 NE0115                          STATION DESCRIPTION
 NE0115
 NE0115'DESCRIBED BY US LAKE SURVEY 1970
 NE0115'IN DETROIT.
 NE0115'A BENCHMARK OF THE CITY OF DETROIT, IS IN THE SOUTHEAST PART
 NE0115'OF DETROIT, WAYNE COUNTY, MICHIGAN, NEAR WATERWORKS PARK, AT
 NE0115'THE NORTHEAST CORNER OF MARQUETTE DRIVE AND FREUD AVENUES, IN
 NE0115'THE SIDEWALK, 13.6 FEET FROM THE FREUD AVENUE CURB, 10.8 FEET
 NE0115'FROM THE MARQUETTE DRIVE CURB, UNDER 8-INCH HAND HOLE COVER, IN A
 NE0115'WELL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 NE0115'SET INTO A CONCRETE MONUMENT.
 NE0115
 NE0115                          STATION RECOVERY (1980)
 NE0115
 NE0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0115'IN DETROIT, AT THE JUNCTION OF FREUD STREET AND MARQUETTE DRIVE,
 NE0115'3.35 METERS (11 FEET) NORTHWEST OF THE NORTHWEST CURB OF
 NE0115'FREUD STREET, 4.25 METERS (14 FEET) NORTHEAST OF THE NORTHEAST CURB
 NE0115'OF MARQUETTE DRIVE, 10.25 METERS (33.6 FEET) SOUTH OF THE SOUTH CORNER
 NE0115'OF APARTMENT 440 IN THE CONCRETE SIDEWALK, ACCESS TO MARK MAY BE
 NE0115'OBTAINED BY REMOVEING A 8-INCH ACCESS COVER.
 NE0115'THE MARK IS ABOVE LEVEL WITH STREET.
 NE0115
 NE0115                          STATION RECOVERY (2002)
 NE0115
 NE0115'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0115'LOCATION DIFFERENT -  12.92 FEET NW OF NW CURB OF FREUD ST., 10.33
 NE0115'FEET NE OF THE NE CURB OF MARQUETTE DRIVE AND 31.83 FEET SOUTH OF
 NE0115'SOUTH CORNER OF APARTMENT BUILDING. .54 FEET BELOW SIDEWALK, IN 6 INCH
 NE0115'ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0119 ***********************************************************************
 NE0119  DESIGNATION -  54 254 B C OF D
 NE0119  PID         -  NE0119
 NE0119  STATE/COUNTY-  MI/WAYNE
 NE0119  USGS QUAD   -  BELLE ISLE (1980)
 NE0119
 NE0119                         *CURRENT SURVEY CONTROL
 NE0119  ___________________________________________________________________
 NE0119* NAD 83(1986)-  42 21 44.     (N)    082 57 46.     (W)     SCALED    
 NE0119* NAVD 88     -       176.670  (meters)     579.62   (feet)  ADJUSTED  
 NE0119  ___________________________________________________________________
 NE0119  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0119  DYNAMIC HT  -         176.618 (meters)     579.45  (feet)  COMP
 NE0119  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 NE0119
 NE0119  VERT ORDER  -  FIRST     CLASS 0
 NE0119
 NE0119.The horizontal coordinates were scaled from a topographic map and have
 NE0119.an estimated accuracy of +/- 6 seconds.
 NE0119
 NE0119.The orthometric height was determined by differential leveling
 NE0119.and adjusted by the National Geodetic Survey in June 1991..
 NE0119.WARNING-Repeat measurements at this control monument indicate possible
 NE0119.vertical movement.
 NE0119
 NE0119.The geoid height was determined by GEOID03.
 NE0119
 NE0119.The dynamic height is computed by dividing the NAVD 88
 NE0119.geopotential number by the normal gravity value computed on the
 NE0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0119.degrees latitude (g = 980.6199 gals.).
 NE0119
 NE0119.The modeled gravity was interpolated from observed gravity values.
 NE0119
 NE0119;                    North         East    Units  Estimated Accuracy
 NE0119;SPC MI S     -    96,740.    4,115,640.      MT  (+/- 180 meters Scaled)
 NE0119
 NE0119                          SUPERSEDED SURVEY CONTROL
 NE0119
 NE0119  NGVD 29 (??/??/??)  176.836  (m)          580.17   (f) ADJUSTED    1 0
 NE0119
 NE0119.Superseded values are not recommended for survey control.
 NE0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0119.See file dsdata.txt to determine how the superseded data were derived.
 NE0119
 NE0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG383918(NAD 83)
 NE0119_MARKER: DD = SURVEY DISK
 NE0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0119_PROJECTION: RECESSED 3 CENTIMETERS
 NE0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0119+STABILITY: SURFACE MOTION
 NE0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0119+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 NE0119
 NE0119  HISTORY     - Date     Condition        Report By
 NE0119  HISTORY     - UNK      MONUMENTED       MI1260
 NE0119  HISTORY     - 1970     GOOD             USLS
 NE0119  HISTORY     - 1980     GOOD             NGS
 NE0119  HISTORY     - 20010726 GOOD             ADVANC
 NE0119  HISTORY     - 20020206 GOOD             USPSQD
 NE0119
 NE0119                          STATION DESCRIPTION
 NE0119
 NE0119'DESCRIBED BY US LAKE SURVEY 1970
 NE0119'IN DETROIT.
 NE0119'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0119'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0119'NORTHEAST CORNER OF FREUD AND LYCASTE STREETS, IN THE SIDEWALK,
 NE0119'5 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 5 FEET
 NE0119'WEST OF THE EAST PROPERTY LINE OF LYCASTE STREET, UNDER AN
 NE0119'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0119'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0119
 NE0119                          STATION RECOVERY (1980)
 NE0119
 NE0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0119'IN DETROIT, AT THE INTERSECTION OF FREUD AND LYCASTE STREETS, AT
 NE0119'THE NORTH CORNER OF THE INTERSECTION, 3.05 METERS (10.0 FEET)
 NE0119'NORTHEAST OF THE NORTHEAST CURB OF LYCASTE STREET, 2.46 METERS
 NE0119'(8.06 FEET) NORTHWEST OF THE NORTHWEST CURB OF FREUD STREET, 2.1
 NE0119'METERS (6.89 FEET) WEST OF A POWER POLE.
 NE0119'THE MARK IS .15 M BELOW SIDEWALK.
 NE0119
 NE0119                          STATION RECOVERY (2001)
 NE0119
 NE0119'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (WFS)
 NE0119'RECOVERED IN GOOD CONDITION.
 NE0119
 NE0119                          STATION RECOVERY (2002)
 NE0119
 NE0119'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0119'LOCATION - 6 INCH COVER, 6.25 FEET NE OF NE CURB OF LYCASTE, 8.33 FEET
 NE0119'NW OF NW CURB OF FREUD, 7.0 FEET WEST OF CENTER LINE OF POWER POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0117 ***********************************************************************
 NE0117  DESIGNATION -  54 254 C OF D
 NE0117  PID         -  NE0117
 NE0117  STATE/COUNTY-  MI/WAYNE
 NE0117  USGS QUAD   -  BELLE ISLE (1980)
 NE0117
 NE0117                         *CURRENT SURVEY CONTROL
 NE0117  ___________________________________________________________________
 NE0117* NAD 83(1986)-  42 21 39.     (N)    082 58 01.     (W)     SCALED    
 NE0117* NAVD 88     -       176.238  (meters)     578.21   (feet)  ADJUSTED  
 NE0117  ___________________________________________________________________
 NE0117  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE0117  DYNAMIC HT  -         176.186 (meters)     578.04  (feet)  COMP
 NE0117  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 NE0117
 NE0117  VERT ORDER  -  FIRST     CLASS 0
 NE0117
 NE0117.The horizontal coordinates were scaled from a topographic map and have
 NE0117.an estimated accuracy of +/- 6 seconds.
 NE0117
 NE0117.The orthometric height was determined by differential leveling
 NE0117.and adjusted by the National Geodetic Survey in June 1991..
 NE0117
 NE0117.The geoid height was determined by GEOID03.
 NE0117
 NE0117.The dynamic height is computed by dividing the NAVD 88
 NE0117.geopotential number by the normal gravity value computed on the
 NE0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0117.degrees latitude (g = 980.6199 gals.).
 NE0117
 NE0117.The modeled gravity was interpolated from observed gravity values.
 NE0117
 NE0117;                    North         East    Units  Estimated Accuracy
 NE0117;SPC MI S     -    96,580.    4,115,300.      MT  (+/- 180 meters Scaled)
 NE0117
 NE0117                          SUPERSEDED SURVEY CONTROL
 NE0117
 NE0117  NGVD 29 (??/??/92)  176.401  (m)          578.74   (f) ADJ UNCH    1 0
 NE0117
 NE0117.Superseded values are not recommended for survey control.
 NE0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0117.See file dsdata.txt to determine how the superseded data were derived.
 NE0117
 NE0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG380917(NAD 83)
 NE0117_MARKER: DD = SURVEY DISK
 NE0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0117+STABILITY: SURFACE MOTION
 NE0117
 NE0117  HISTORY     - Date     Condition        Report By
 NE0117  HISTORY     - UNK      MONUMENTED       MI1260
 NE0117  HISTORY     - 1970     GOOD             USLS
 NE0117  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0117  HISTORY     - 20020206 GOOD             USPSQD
 NE0117
 NE0117                          STATION DESCRIPTION
 NE0117
 NE0117'DESCRIBED BY US LAKE SURVEY 1970
 NE0117'IN DETROIT.
 NE0117'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0117'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0117'NORTHEAST CORNER OF FREUD AND ST. JEAN STREETS, IN THE SIDEWALK,
 NE0117'4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 4 FEET
 NE0117'WEST OF THE EAST PROPERTY LINE OF ST. JEAN STREET, UNDER AN
 NE0117'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0117'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0117
 NE0117                          STATION RECOVERY (1980)
 NE0117
 NE0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0117'NOT RECOVERED, POSSIBLY STILL INTACK A NEW SIDEWALK AT THE CORNER
 NE0117'HAS BEEN PUT IN
 NE0117
 NE0117                          STATION RECOVERY (2002)
 NE0117
 NE0117'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0117'THERE ARE NOW TWO ST. JEANS STREETS. THIS MARK IS AT OLD OR EAST ST
 NE0117'JEAN STREET. ADJACENT SIDEWALK IS BROKEN. COVER HAS SHIFTED 1 1/2
 NE0117'INCHES NORTH. MARK SEEMS INTACT, 0.58 FEET BELOW COVER. COVER IS 6
 NE0117'INCH DIA. LOCATION 5.58 FEET WEST OF DET. EDISON CO. POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0177 ***********************************************************************
 NE0177  DESIGNATION -  543 USLS
 NE0177  PID         -  NE0177
 NE0177  STATE/COUNTY-  MI/MACOMB
 NE0177  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE0177
 NE0177                         *CURRENT SURVEY CONTROL
 NE0177  ___________________________________________________________________
 NE0177* NAD 83(1986)-  42 34 21.     (N)    082 49 32.     (W)     SCALED    
 NE0177* NAVD 88     -       175.903  (meters)     577.11   (feet)  ADJUSTED  
 NE0177  ___________________________________________________________________
 NE0177  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NE0177  DYNAMIC HT  -         175.853 (meters)     576.94  (feet)  COMP
 NE0177  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 NE0177
 NE0177  VERT ORDER  -  FIRST     CLASS 0
 NE0177
 NE0177.The horizontal coordinates were scaled from a topographic map and have
 NE0177.an estimated accuracy of +/- 6 seconds.
 NE0177
 NE0177.The orthometric height was determined by differential leveling
 NE0177.and adjusted by the National Geodetic Survey in June 1991..
 NE0177
 NE0177.The geoid height was determined by GEOID03.
 NE0177
 NE0177.The dynamic height is computed by dividing the NAVD 88
 NE0177.geopotential number by the normal gravity value computed on the
 NE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0177.degrees latitude (g = 980.6199 gals.).
 NE0177
 NE0177.The modeled gravity was interpolated from observed gravity values.
 NE0177
 NE0177;                    North         East    Units  Estimated Accuracy
 NE0177;SPC MI S     -   120,290.    4,126,510.      MT  (+/- 180 meters Scaled)
 NE0177
 NE0177                          SUPERSEDED SURVEY CONTROL
 NE0177
 NE0177  NGVD 29 (??/??/92)  176.037  (m)          577.55   (f) ADJ UNCH    1 0
 NE0177
 NE0177.Superseded values are not recommended for survey control.
 NE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0177.See file dsdata.txt to determine how the superseded data were derived.
 NE0177
 NE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH501149(NAD 83)
 NE0177_MARKER: Z = SEE DESCRIPTION
 NE0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0177_SP_SET: STEEL ROD
 NE0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0177
 NE0177  HISTORY     - Date     Condition        Report By
 NE0177  HISTORY     - 1970     MONUMENTED       USLS
 NE0177  HISTORY     - 1970     GOOD             USLS
 NE0177  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0177  HISTORY     - 19990628 MARK NOT FOUND   USPSQD
 NE0177
 NE0177                          STATION DESCRIPTION
 NE0177
 NE0177'DESCRIBED BY US LAKE SURVEY 1970
 NE0177'1.5 MI NE FROM MOUNT CLEMENS.
 NE0177'543 IS IN MACOMB COUNTY, MICHIGAN, ABOUT 1.5 MILES NORTHEASTERLY
 NE0177'ALONG JEFFERSON AVENUE FROM BRIDGE OVER CUTOFF CANAL, SOUTHWEST
 NE0177'OF A UTILITY POLE, 159.0 FEET NORTHEAST OF A UTILITY POLE, 25
 NE0177'FEET NORTHWEST OF THE CENTERLINE OF JEFFERSON AVENUE, 1.6 FEET
 NE0177'NORTHWEST OF UTILITY POLE DE-40-243, 1/2 FOOT BELOW THE GROUND
 NE0177'SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8 INCH
 NE0177'COPPER-COATED STEEL ROD, 16 FEET LONG.  NOTE-- BM 1970.
 NE0177
 NE0177                          STATION RECOVERY (1980)
 NE0177
 NE0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0177'SEARCHED FOR NOT RECOVERED A NEW DITCH IN NOW AT THIS LOCATION.
 NE0177
 NE0177                          STATION RECOVERY (1999)
 NE0177
 NE0177'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0812 ***********************************************************************
 NE0812  DESIGNATION -  55 1/2
 NE0812  PID         -  NE0812
 NE0812  STATE/COUNTY-  MI/OAKLAND
 NE0812  USGS QUAD   -  MILFORD (1983)
 NE0812
 NE0812                         *CURRENT SURVEY CONTROL
 NE0812  ___________________________________________________________________
 NE0812* NAD 83(1994)-  42 30 16.93952(N)    083 36 57.64604(W)     ADJUSTED  
 NE0812* NAVD 88     -       283.344  (meters)     929.60   (feet)  ADJUSTED  
 NE0812  ___________________________________________________________________
 NE0812  X           -     523,653.532 (meters)                     COMP
 NE0812  Y           -  -4,680,284.083 (meters)                     COMP
 NE0812  Z           -   4,287,268.849 (meters)                     COMP
 NE0812  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 NE0812  ELLIP HEIGHT-         249.78  (meters)          (07/12/02) GPS OBS
 NE0812  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NE0812  DYNAMIC HT  -         283.262 (meters)     929.34  (feet)  COMP
 NE0812  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 NE0812
 NE0812  HORZ ORDER  -  FIRST
 NE0812  VERT ORDER  -  SECOND    CLASS 0
 NE0812  ELLP ORDER  -  FOURTH    CLASS I
 NE0812
 NE0812.The horizontal coordinates were established by GPS observations
 NE0812.and adjusted by the National Geodetic Survey in February 1997..
 NE0812
 NE0812.The orthometric height was determined by differential leveling
 NE0812.and adjusted by the National Geodetic Survey in June 1991..
 NE0812
 NE0812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0812
 NE0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0812
 NE0812.The ellipsoidal height was determined by GPS observations
 NE0812.and is referenced to NAD 83.
 NE0812
 NE0812.The geoid height was determined by GEOID03.
 NE0812
 NE0812.The dynamic height is computed by dividing the NAVD 88
 NE0812.geopotential number by the normal gravity value computed on the
 NE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0812.degrees latitude (g = 980.6199 gals.).
 NE0812
 NE0812.The modeled gravity was interpolated from observed gravity values.
 NE0812
 NE0812;                    North         East     Units Scale Factor Converg.
 NE0812;SPC MI S     -   111,875.150 4,061,693.169   MT  0.99992878   +0 30 39.0
 NE0812;SPC MI S     -   367,044.46 13,325,764.99   iFT  0.99992878   +0 30 39.0
 NE0812;UTM  17      - 4,709,132.075   285,061.842   MT  1.00016843   -1 46 05.5
 NE0812
 NE0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0812!SPC MI S     -   0.99996083  x   0.99992878  =   0.99988961
 NE0812!UTM  17      -   0.99996083  x   1.00016843  =   1.00012925
 NE0812
 NE0812                          SUPERSEDED SURVEY CONTROL
 NE0812
 NE0812  ELLIP H (02/03/97)  249.84   (m)                       GP(       ) 4 1
 NE0812  NAD 83(1986)-  42 30 16.94285(N)    083 36 57.67390(W) AD(       ) 1
 NE0812  NAD 83(1986)-  42 30 16.94451(N)    083 36 57.66933(W) AD(       ) 1
 NE0812  NAVD 88 (09/30/94)  283.34   (m)          929.6    (f) LEVELING    3  
 NE0812  NGVD 29 (??/??/92)  283.468  (m)          930.01   (f) ADJ UNCH    2 0
 NE0812
 NE0812.Superseded values are not recommended for survey control.
 NE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0812.See file dsdata.txt to determine how the superseded data were derived.
 NE0812
 NE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8506209132(NAD 83)
 NE0812_MARKER: DB = BENCH MARK DISK
 NE0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0812_STAMPING: 55 1/2
 NE0812_MARK LOGO: NGS   
 NE0812_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0812+STABILITY: SURFACE MOTION
 NE0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0812+SATELLITE: SATELLITE OBSERVATIONS - October 16, 1993
 NE0812
 NE0812  HISTORY     - Date     Condition        Report By
 NE0812  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0812  HISTORY     - 1938     GOOD             NGS
 NE0812  HISTORY     - 19930304 GOOD             MIDT
 NE0812  HISTORY     - 19931016 GOOD             WADTRI
 NE0812  HISTORY     - 19931101 GOOD             AYLENO
 NE0812  HISTORY     - 20030721 GOOD             JCLS
 NE0812  HISTORY     - 20041222 GOOD             ADVGEO
 NE0812
 NE0812                          STATION DESCRIPTION
 NE0812
 NE0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0812'0.3 MI SW FROM NEW HUDSON.
 NE0812'0.3 MILE SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0812'STATION AT NEW HUDSON, OAKLAND COUNTY, 0.5 MILE EAST OF MILEPOST
 NE0812'56, 105 YARDS WEST OF A ROAD CROSSING, 25 FEET NORTH OF THE NORTH
 NE0812'RAIL, 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2 FEET LOWER
 NE0812'THAN THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 55-1/2 AND SET
 NE0812'IN THE TOP OF A CONCRETE POST.
 NE0812
 NE0812                          STATION RECOVERY (1993)
 NE0812
 NE0812'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 NE0812'STATION IS LOCATED IN QUAD 420834 ON THE MILFORD QUADRANGLE MAP. IT IS
 NE0812'IN THE NORTHEAST 1/4 OF SECTION 9, T-1-N, R-7-E, LYON TOWNSHIP. ABOUT
 NE0812'6.5 MI (10.5 KM) SOUTH OF MILFORD, 4.0 MI (6.4 KM) SOUTHWESTERLY OF
 NE0812'WIXOM, 0.5 MI (0.8 KM) SOUTH OF NEW HUDSON AND ON THE OLD RR GRADE NOW
 NE0812'CONVERTED TO RAILS TO TRAILS PROGRAM (RR TRACKS REMOVED IN THIS
 NE0812'LOCATION). TO REACH FROM THE SIX CORNERS IN NEW HUDSON, GO SOUTH ALONG
 NE0812'MILFORD ROAD FOR 0.45 MI (0.72 KM) TO AN ABANDONED RAILROAD GRADE (NOW
 NE0812'TRAIL) . TURN RIGHT AND GO SOUTHWESTERLY FOR 250.0 FT (76.2 M) TO THE
 NE0812'STATION ON THE RIGHT AT RIGHT-OF-WAY FENCE. STATION IS 166.0 FT (50.6
 NE0812'M) SOUTHWESTERLY FROM THE SOUTHERLY METAL GATE POST FOR DRIVE NORTH OF
 NE0812'OLD GRADE, 68.0 FT (20.7 M) NORTHEASTERLY FROM A 14-INCH ELM TREE,
 NE0812'33.0 FT (10.1 M) NORTH FROM THE CENTER OF OLD RAILROAD GRADE, 7.0 FT
 NE0812'(2.1 M) SOUTHEASTERLY FROM THE CENTER OF A GRAVEL DRIVE, AND 0.5 FT
 NE0812'(15.2 CM) NORTHEASTERLY FROM A METAL WITNESS POST WITH SIGN.
 NE0812'NOTE--STATION HUDSPORT 1989 IS VISIBLE GROUND TO GROUND.
 NE0812
 NE0812                          STATION RECOVERY (1993)
 NE0812
 NE0812'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE0812'RECOVERED AS DESCRIBED.
 NE0812
 NE0812                          STATION RECOVERY (1993)
 NE0812
 NE0812'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE0812'RECOVERED AS DESCRIBED.
 NE0812
 NE0812                          STATION RECOVERY (2003)
 NE0812
 NE0812'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NE0812'RECOVERED IN GOOD CONDITION.
 NE0812
 NE0812                          STATION RECOVERY (2004)
 NE0812
 NE0812'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (WFS)
 NE0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0355 ***********************************************************************
 OK0355  DESIGNATION -  55 1/2
 OK0355  PID         -  OK0355
 OK0355  STATE/COUNTY-  MI/KENT
 OK0355  USGS QUAD   -  CEDAR SPRINGS (1972)
 OK0355
 OK0355                         *CURRENT SURVEY CONTROL
 OK0355  ___________________________________________________________________
 OK0355* NAD 83(1986)-  43 12 46.     (N)    085 32 09.     (W)     SCALED    
 OK0355* NAVD 88     -       262.689  (meters)     861.84   (feet)  ADJUSTED  
 OK0355  ___________________________________________________________________
 OK0355  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 OK0355  DYNAMIC HT  -         262.629 (meters)     861.64  (feet)  COMP
 OK0355  MODELED GRAV-     980,385.5   (mgal)                       NAVD 88
 OK0355
 OK0355  VERT ORDER  -  SECOND    CLASS 0
 OK0355
 OK0355.The horizontal coordinates were scaled from a topographic map and have
 OK0355.an estimated accuracy of +/- 6 seconds.
 OK0355
 OK0355.The orthometric height was determined by differential leveling
 OK0355.and adjusted by the National Geodetic Survey in June 1991..
 OK0355
 OK0355.The geoid height was determined by GEOID03.
 OK0355
 OK0355.The dynamic height is computed by dividing the NAVD 88
 OK0355.geopotential number by the normal gravity value computed on the
 OK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0355.degrees latitude (g = 980.6199 gals.).
 OK0355
 OK0355.The modeled gravity was interpolated from observed gravity values.
 OK0355
 OK0355;                    North         East    Units  Estimated Accuracy
 OK0355;SPC MI S     -   190,910.    3,905,010.      MT  (+/- 180 meters Scaled)
 OK0355
 OK0355                          SUPERSEDED SURVEY CONTROL
 OK0355
 OK0355  NGVD 29 (??/??/92)  262.816  (m)          862.26   (f) ADJ UNCH    2 0
 OK0355
 OK0355.Superseded values are not recommended for survey control.
 OK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0355.See file dsdata.txt to determine how the superseded data were derived.
 OK0355
 OK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN189854(NAD 83)
 OK0355_MARKER: Z = SEE DESCRIPTION
 OK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0355_STAMPING: 55 1/2
 OK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0355+STABILITY: SURFACE MOTION
 OK0355
 OK0355  HISTORY     - Date     Condition        Report By
 OK0355  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0355  HISTORY     - 1934     GOOD             NGS
 OK0355  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0355
 OK0355                          STATION DESCRIPTION
 OK0355
 OK0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0355'0.9 MI E FROM CEDAR SPRINGS.
 OK0355'0.9 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0355'STATION AT CEDAR SPRINGS, KENT COUNTY, 39 FEET NORTH OF THE NORTH
 OK0355'RAIL, 1 FOOT SOUTH OF A FENCE, AND 3-1/2 FEET LOWER THAN THE
 OK0355'TOP OF THE RAIL.  A BRASS PLUG, STAMPED 55 1/2 AND SET IN THE
 OK0355'TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OK0355
 OK0355                          STATION RECOVERY (1965)
 OK0355
 OK0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0281 ***********************************************************************
 OJ0281  DESIGNATION -  55 1/2
 OJ0281  PID         -  OJ0281
 OJ0281  STATE/COUNTY-  MI/LAPEER
 OJ0281  USGS QUAD   -  CLIFFORD (1963)
 OJ0281
 OJ0281                         *CURRENT SURVEY CONTROL
 OJ0281  ___________________________________________________________________
 OJ0281* NAD 83(1986)-  43 19 39.     (N)    083 11 04.     (W)     SCALED    
 OJ0281* NAVD 88     -       253.665  (meters)     832.23   (feet)  ADJUSTED  
 OJ0281  ___________________________________________________________________
 OJ0281  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 OJ0281  DYNAMIC HT  -         253.611 (meters)     832.06  (feet)  COMP
 OJ0281  MODELED GRAV-     980,400.1   (mgal)                       NAVD 88
 OJ0281
 OJ0281  VERT ORDER  -  SECOND    CLASS 0
 OJ0281
 OJ0281.The horizontal coordinates were scaled from a topographic map and have
 OJ0281.an estimated accuracy of +/- 6 seconds.
 OJ0281
 OJ0281.The orthometric height was determined by differential leveling
 OJ0281.and adjusted by the National Geodetic Survey in June 1991..
 OJ0281
 OJ0281.The geoid height was determined by GEOID03.
 OJ0281
 OJ0281.The dynamic height is computed by dividing the NAVD 88
 OJ0281.geopotential number by the normal gravity value computed on the
 OJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0281.degrees latitude (g = 980.6199 gals.).
 OJ0281
 OJ0281.The modeled gravity was interpolated from observed gravity values.
 OJ0281
 OJ0281;                    North         East    Units  Estimated Accuracy
 OJ0281;SPC MI S     -   203,670.    4,095,880.      MT  (+/- 180 meters Scaled)
 OJ0281
 OJ0281                          SUPERSEDED SURVEY CONTROL
 OJ0281
 OJ0281  NGVD 29 (??/??/92)  253.792  (m)          832.65   (f) ADJ UNCH    2 0
 OJ0281
 OJ0281.Superseded values are not recommended for survey control.
 OJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0281.See file dsdata.txt to determine how the superseded data were derived.
 OJ0281
 OJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH228995(NAD 83)
 OJ0281_MARKER: Z = SEE DESCRIPTION
 OJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0281_STAMPING: BM NO 55-1/2
 OJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0281+STABILITY: SURFACE MOTION
 OJ0281
 OJ0281  HISTORY     - Date     Condition        Report By
 OJ0281  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0281  HISTORY     - 1934     GOOD             NGS
 OJ0281
 OJ0281                          STATION DESCRIPTION
 OJ0281
 OJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0281'0.7 MI N FROM CLIFFORD.
 OJ0281'0.7 MILE NORTH ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OJ0281'STATION AT CLIFFORD, LAPEER COUNTY, 15 YARDS NORTHEAST OF A
 OJ0281'3/4 MILE TO RAILWAY CROSSING SIGN, 21.9 FEET EAST OF THE EAST
 OJ0281'RAIL, 1.7 FEET EAST OF A POLE, 0.8 FOOT WEST OF A WIRE FENCE,
 OJ0281'AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A 1-1/2 INCH BRONZE
 OJ0281'PLUG, STAMPED B. M. NO. 55-1/2 IN AND SET IN THE TOP OF A
 OJ0281'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0904 ***********************************************************************
 RJ0904  DESIGNATION -  55 USLS 1878 SUGAR IS EB
 RJ0904  PID         -  RJ0904
 RJ0904  STATE/COUNTY-  MI/CHIPPEWA
 RJ0904  USGS QUAD   -  GOETZVILLE (1976)
 RJ0904
 RJ0904                         *CURRENT SURVEY CONTROL
 RJ0904  ___________________________________________________________________
 RJ0904* NAD 83(1994)-  46 19 19.91290(N)    084 06 53.88159(W)     ADJUSTED  
 RJ0904* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 RJ0904  ___________________________________________________________________
 RJ0904  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 RJ0904  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0904
 RJ0904  HORZ ORDER  -  SECOND
 RJ0904
 RJ0904.The horizontal coordinates were established by classical geodetic methods
 RJ0904.and adjusted by the National Geodetic Survey in February 1997..
 RJ0904
 RJ0904.The orthometric height was scaled from a topographic map.
 RJ0904
 RJ0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0904
 RJ0904.The geoid height was determined by GEOID03.
 RJ0904
 RJ0904;                    North         East     Units Scale Factor Converg.
 RJ0904;SPC MI N     -   175,078.031 8,222,112.850   MT  0.99990304   +2 05 07.0
 RJ0904;SPC MI N     -   574,402.99 26,975,435.86   iFT  0.99990304   +2 05 07.0
 RJ0904;UTM  16      - 5,133,892.558   722,090.339   MT  1.00020635   +2 05 14.7
 RJ0904
 RJ0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0904!SPC MI N     -   0.99997846  x   0.99990304  =   0.99988151
 RJ0904!UTM  16      -   0.99997846  x   1.00020635  =   1.00018481
 RJ0904
 RJ0904:                Primary Azimuth Mark                     Grid Az
 RJ0904:SPC MI N     -  BISH IBC 1944                            036 17 59.6
 RJ0904:UTM  16      -  BISH IBC 1944                            036 17 51.9
 RJ0904
 RJ0904|---------------------------------------------------------------------|
 RJ0904| PID    Reference Object                     Distance      Geod. Az  |
 RJ0904|                                                           dddmmss.s |
 RJ0904| RJ0890 BISH IBC 1944                       APPROX. 1.5 KM 0382306.6 |
 RJ0904|---------------------------------------------------------------------|
 RJ0904
 RJ0904                          SUPERSEDED SURVEY CONTROL
 RJ0904
 RJ0904  NAD 83(1986)-  46 19 19.90691(N)    084 06 53.87259(W) AD(       ) 2
 RJ0904  NAD 83(1986)-  46 19 19.89777(N)    084 06 53.88703(W) AD(       ) 3
 RJ0904  NAD 27      -  46 19 19.83800(N)    084 06 53.78300(W) AD(       ) 3
 RJ0904
 RJ0904.Superseded values are not recommended for survey control.
 RJ0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0904.See file dsdata.txt to determine how the superseded data were derived.
 RJ0904
 RJ0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2209033893(NAD 83)
 RJ0904_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0904_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0904+STABILITY: SURFACE MOTION
 RJ0904
 RJ0904  HISTORY     - Date     Condition        Report By
 RJ0904  HISTORY     - 1878     MONUMENTED       USLS
 RJ0904  HISTORY     - 1968     GOOD             USE
 RJ0904  HISTORY     - 1988     GOOD             USE
 RJ0904
 RJ0904                          STATION DESCRIPTION
 RJ0904
 RJ0904'DESCRIBED BY US LAKE SURVEY 1878
 RJ0904'ON HARWOOD POINT AT THE SE CORNER OF SUGAR ISLAND, ACROSS THE EAST
 RJ0904'NEEBISH CHANNEL FROM ST JOSEPH ISLAND.  IT IS IN THE DENSE ALDER GROVE
 RJ0904'ON THIS POINT, ABOUT 100 FEET FROM A CLEARED FIELD ON THE INSHORE
 RJ0904'EDGE OF THE ALDERS.  IT IS 2-1/2 FEET ABOVE WATER.
 RJ0904'
 RJ0904'STATION MARK IS A DRILL HOLE IN A SMOOTH ROCK 3 FEET UNDERGROUND,
 RJ0904'ABOUT 6 INCHES UNDER WATER.  A STANDARD I B C BRONZE DISK IN THE TOP
 RJ0904'OF A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG,
 RJ0904'IS SET OVER THE STATION, WITH THE TOP PROJECTING 5 INCHES ABOVE
 RJ0904'THE SURFACE IN A SMALL CAIRN.  THE OLD CEDAR POST WAS ROTTED OUT
 RJ0904'ABOVE WATER AND THE OLD TRIPOD IS ROTTEN AND LIES BESIDE THE STATION.
 RJ0904
 RJ0904                          STATION RECOVERY (1968)
 RJ0904
 RJ0904'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0904'RECOVERED IN GOOD CONDITION.
 RJ0904
 RJ0904                          STATION RECOVERY (1988)
 RJ0904
 RJ0904'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ0904'THE STATION IS LOCATED ABOUT 26.2 KM (16.3 MI) SOUTHEAST OF SAULT STE
 RJ0904'MARIE, 38.8 KM (24.1 MI) EAST-NORTHEAST OF RUDYARD AND 40.1 KM (24.9
 RJ0904'MI)
 RJ0904'NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 34 OF SEC 1, T45N-R2E.
 RJ0904'OWNERSHIP--- DANIEL R VOS, TRUSTEE
 RJ0904'
 RJ0904'TO REACH STATION FROM POST OFFICE IN BARBEAU
 RJ0904'MI, TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ0904'TURN LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO
 RJ0904'BRIDGE CROSSING THE CHARLOTTE RIVER, AT THE NORTH END OF THE BRIDGE
 RJ0904'TURN RIGHT ONTO A GRAVEL ROAD TO PUBLIC BOAT LAUNCH.
 RJ0904'BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL
 RJ0904'TO HARWOOD POINT ON NORTH SHORE WHERE STATION IS LOCATED.
 RJ0904'
 RJ0904'THE STATION IS A STANDARD DISK THAT HAS UNREADABLE STAMPING SET
 RJ0904'IN CONCRETE, LOCATED 15.2 METERS (50 FT) FROM EDGE OF WATER.
 RJ0904'
 RJ0904'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5216 ***********************************************************************
 AA5216  DESIGNATION -  55200
 AA5216  PID         -  AA5216
 AA5216  STATE/COUNTY-  MI/MENOMINEE
 AA5216  USGS QUAD   -  WAUCEDAH (1986)
 AA5216
 AA5216                         *CURRENT SURVEY CONTROL
 AA5216  ___________________________________________________________________
 AA5216* NAD 83(1994)-  45 45 06.80997(N)    087 40 57.08765(W)     ADJUSTED  
 AA5216* NAVD 88     -       297.9    (meters)     977.     (feet)  GPS OBS   
 AA5216  ___________________________________________________________________
 AA5216  X           -     180,278.252 (meters)                     COMP
 AA5216  Y           -  -4,454,652.835 (meters)                     COMP
 AA5216  Z           -   4,546,236.422 (meters)                     COMP
 AA5216  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 AA5216  ELLIP HEIGHT-         262.93  (meters)          (07/17/02) GPS OBS
 AA5216  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 AA5216
 AA5216  HORZ ORDER  -  FIRST
 AA5216  ELLP ORDER  -  FOURTH    CLASS I
 AA5216
 AA5216.The horizontal coordinates were established by GPS observations
 AA5216.and adjusted by the National Geodetic Survey in February 1997..
 AA5216
 AA5216.The orthometric height was determined by GPS observations and a
 AA5216.high-resolution geoid model.
 AA5216
 AA5216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5216
 AA5216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5216
 AA5216.The ellipsoidal height was determined by GPS observations
 AA5216.and is referenced to NAD 83.
 AA5216
 AA5216.The geoid height was determined by GEOID03.
 AA5216
 AA5216;                    North         East     Units Scale Factor Converg.
 AA5216;SPC MI N     -   107,878.902 7,946,897.130   MT  0.99994589   -0 29 36.0
 AA5216;SPC MI N     -   353,933.41 26,072,497.15   iFT  0.99994589   -0 29 36.0
 AA5216;UTM  16      - 5,066,708.050   446,914.874   MT  0.99963464   -0 29 20.1
 AA5216
 AA5216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5216!SPC MI N     -   0.99995878  x   0.99994589  =   0.99990467
 AA5216!UTM  16      -   0.99995878  x   0.99963464  =   0.99959344
 AA5216
 AA5216                          SUPERSEDED SURVEY CONTROL
 AA5216
 AA5216  ELLIP H (02/03/97)  262.90   (m)                       GP(       ) 4 1
 AA5216  NAD 83(1994)-  45 45 06.81150(N)    087 40 57.08480(W) AD(       ) 1
 AA5216
 AA5216.Superseded values are not recommended for survey control.
 AA5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5216.See file dsdata.txt to determine how the superseded data were derived.
 AA5216
 AA5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4691566708(NAD 83)
 AA5216_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5216_STAMPING: 55200 1992
 AA5216_MARK LOGO: MIDT  
 AA5216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5216+STABILITY: SURFACE MOTION
 AA5216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5216+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 AA5216
 AA5216  HISTORY     - Date     Condition        Report By
 AA5216  HISTORY     - 1992     MONUMENTED       MIDT
 AA5216  HISTORY     - 20011023 GOOD             USPSQD
 AA5216  HISTORY     - 20031017 GOOD             USPSQD
 AA5216  HISTORY     - 20060427 GOOD             USPSQD
 AA5216
 AA5216                          STATION DESCRIPTION
 AA5216
 AA5216'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 AA5216'STATION IS LOCATED IN QUAD. 450874, IN THE SOUTHWEST 1/4 OF SOUTHEAST
 AA5216'1/4 OF SECTION 19, T-39-N, R-27-W, MEYER TOWNSHIP. ABOUT 3/4 MILE EAST
 AA5216'OF MENOMINEE-DICKINSON COUNTY LINE, AND ON THE WAUCEDAH QUADRANGLE
 AA5216'MAP.
 AA5216' 
 AA5216'TO REACH FROM UNITED STATES HIGHWAY 2 AND COUNTY ROAD NO.43
 AA5216'INTERSECTION IN CUNARD, PROCEED  1.4 MI (2.3 KM) NORTHWESTERLY ALONG
 AA5216'EXISTING UNITED STATES HIGHWAY 2 TO STATION ON THE RIGHT, ON HIGHWAY
 AA5216'RIGHT OF WAY.
 AA5216' 
 AA5216'STATION IS A STANDARD MIDT ALUMINUM DISK SET IN TOP OF A 12-INCH
 AA5216'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS 61 FT (18.6 M)
 AA5216'NORTHEASTERLY OF EXISTING CENTER OF UNITED STATES HIGHWAY 2, 123 FT
 AA5216'(37.5 M) NORTHWESTERLY OF COUNTY ROAD NO.44, 335 FT (102.1 M) EAST OF
 AA5216'DRIVE TO KEN KAE CAMPGROUND,  55 FT (16.8 M) SOUTH OF TREE LINE, AND 3
 AA5216'FT (0.9 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA5216
 AA5216                          STATION RECOVERY (2001)
 AA5216
 AA5216'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AA5216'RECOVERED IN GOOD CONDITION.
 AA5216
 AA5216                          STATION RECOVERY (2003)
 AA5216
 AA5216'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 AA5216'RECOVERED IN GOOD CONDITION.
 AA5216
 AA5216                          STATION RECOVERY (2006)
 AA5216
 AA5216'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA5216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0739 ***********************************************************************
 NE0739  DESIGNATION -  56 1/2
 NE0739  PID         -  NE0739
 NE0739  STATE/COUNTY-  MI/OAKLAND
 NE0739  USGS QUAD   -  SOUTH LYON (1983)
 NE0739
 NE0739                         *CURRENT SURVEY CONTROL
 NE0739  ___________________________________________________________________
 NE0739* NAD 83(1986)-  42 29 34.     (N)    083 37 39.     (W)     SCALED    
 NE0739* NAVD 88     -       282.075  (meters)     925.44   (feet)  ADJUSTED  
 NE0739  ___________________________________________________________________
 NE0739  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NE0739  DYNAMIC HT  -         281.995 (meters)     925.18  (feet)  COMP
 NE0739  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 NE0739
 NE0739  VERT ORDER  -  SECOND    CLASS 0
 NE0739
 NE0739.The horizontal coordinates were scaled from a topographic map and have
 NE0739.an estimated accuracy of +/- 6 seconds.
 NE0739
 NE0739.The orthometric height was determined by differential leveling
 NE0739.and adjusted by the National Geodetic Survey in June 1991..
 NE0739
 NE0739.The geoid height was determined by GEOID03.
 NE0739
 NE0739.The dynamic height is computed by dividing the NAVD 88
 NE0739.geopotential number by the normal gravity value computed on the
 NE0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0739.degrees latitude (g = 980.6199 gals.).
 NE0739
 NE0739.The modeled gravity was interpolated from observed gravity values.
 NE0739
 NE0739;                    North         East    Units  Estimated Accuracy
 NE0739;SPC MI S     -   110,540.    4,060,760.      MT  (+/- 180 meters Scaled)
 NE0739
 NE0739                          SUPERSEDED SURVEY CONTROL
 NE0739
 NE0739  NGVD 29 (??/??/92)  282.201  (m)          925.85   (f) ADJ UNCH    2 0
 NE0739
 NE0739.Superseded values are not recommended for survey control.
 NE0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0739.See file dsdata.txt to determine how the superseded data were derived.
 NE0739
 NE0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH840078(NAD 83)
 NE0739_MARKER: B = BOLT
 NE0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0739_STAMPING: 56 1/2
 NE0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0739+STABILITY: SURFACE MOTION
 NE0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0739+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 NE0739
 NE0739  HISTORY     - Date     Condition        Report By
 NE0739  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0739  HISTORY     - 1938     GOOD             NGS
 NE0739  HISTORY     - 20060320 GOOD             INDIV
 NE0739
 NE0739                          STATION DESCRIPTION
 NE0739
 NE0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0739'2.5 MI NE FROM SOUTH LYON.
 NE0739'ABOUT 2.5 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM
 NE0739'THE STATION AT SOUTH LYON, OAKLAND COUNTY, ABOUT 0.5 MILE
 NE0739'NORTHEAST OF MILEPOST 57, AT A FARM-ROAD CROSSING, ABOUT 16
 NE0739'YARDS NORTHWEST OF THE CROSSING OF THE CENTERLINE OF THE ROAD
 NE0739'AND THE NORTH RAIL, ABOUT 8 YARDS WEST OF THE WEST POST OF A
 NE0739'GATE, ABOUT 8 YARDS NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 NE0739'AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.  A COPPER BOLT,
 NE0739'STAMPED 56 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0739
 NE0739                          STATION RECOVERY (2006)
 NE0739
 NE0739'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0739'FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0750 ***********************************************************************
 NE0750  DESIGNATION -  56 1/2
 NE0750  PID         -  NE0750
 NE0750  STATE/COUNTY-  MI/GENESEE
 NE0750  USGS QUAD   -  LINDEN (1983)
 NE0750
 NE0750                         *CURRENT SURVEY CONTROL
 NE0750  ___________________________________________________________________
 NE0750* NAD 83(1986)-  42 49 52.     (N)    083 48 13.     (W)     SCALED    
 NE0750* NAVD 88     -       270.511  (meters)     887.50   (feet)  ADJUSTED  
 NE0750  ___________________________________________________________________
 NE0750  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NE0750  DYNAMIC HT  -         270.439 (meters)     887.27  (feet)  COMP
 NE0750  MODELED GRAV-     980,348.5   (mgal)                       NAVD 88
 NE0750
 NE0750  VERT ORDER  -  SECOND    CLASS 0
 NE0750
 NE0750.The horizontal coordinates were scaled from a topographic map and have
 NE0750.an estimated accuracy of +/- 6 seconds.
 NE0750
 NE0750.The orthometric height was determined by differential leveling
 NE0750.and adjusted by the National Geodetic Survey in June 1991..
 NE0750
 NE0750.The geoid height was determined by GEOID03.
 NE0750
 NE0750.The dynamic height is computed by dividing the NAVD 88
 NE0750.geopotential number by the normal gravity value computed on the
 NE0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0750.degrees latitude (g = 980.6199 gals.).
 NE0750
 NE0750.The modeled gravity was interpolated from observed gravity values.
 NE0750
 NE0750;                    North         East    Units  Estimated Accuracy
 NE0750;SPC MI S     -   148,010.    4,046,030.      MT  (+/- 180 meters Scaled)
 NE0750
 NE0750                          SUPERSEDED SURVEY CONTROL
 NE0750
 NE0750  NGVD 29 (??/??/92)  270.631  (m)          887.90   (f) ADJ UNCH    2 0
 NE0750
 NE0750.Superseded values are not recommended for survey control.
 NE0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0750.See file dsdata.txt to determine how the superseded data were derived.
 NE0750
 NE0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH708458(NAD 83)
 NE0750_MARKER: B = BOLT
 NE0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0750_STAMPING: 56-1/2
 NE0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0750+STABILITY: SURFACE MOTION
 NE0750
 NE0750  HISTORY     - Date     Condition        Report By
 NE0750  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0750  HISTORY     - 1934     GOOD             NGS
 NE0750
 NE0750                          STATION DESCRIPTION
 NE0750
 NE0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0750'1.2 MI NW FROM LINDEN.
 NE0750'1.2 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0750'THE STATION AT LINDEN, GENESEE COUNTY, 0.5 MILE SOUTHEAST OF
 NE0750'MILEPOST D 57, 1.2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE,
 NE0750'AND ABOUT 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A COPPER
 NE0750'BOLT STAMPED 56-1/2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0849 ***********************************************************************
 OJ0849  DESIGNATION -  56 USE
 OJ0849  PID         -  OJ0849
 OJ0849  STATE/COUNTY-  MI/HURON
 OJ0849  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0849
 OJ0849                         *CURRENT SURVEY CONTROL
 OJ0849  ___________________________________________________________________
 OJ0849* NAD 83(1994)-  43 51 08.81575(N)    082 38 37.02240(W)     ADJUSTED  
 OJ0849* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 OJ0849  ___________________________________________________________________
 OJ0849  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OJ0849  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0849
 OJ0849  HORZ ORDER  -  SECOND
 OJ0849
 OJ0849.The horizontal coordinates were established by classical geodetic methods
 OJ0849.and adjusted by the National Geodetic Survey in February 1997..
 OJ0849
 OJ0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0849
 OJ0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0849
 OJ0849.The geoid height was determined by GEOID03.
 OJ0849
 OJ0849;                    North         East     Units Scale Factor Converg.
 OJ0849;SPC MI S     -   262,738.473 4,138,538.470   MT  1.00004968   +1 10 21.3
 OJ0849;SPC MI S     -   862,002.86 13,577,882.12   iFT  1.00004968   +1 10 21.3
 OJ0849;UTM  17      - 4,856,797.764   367,897.553   MT  0.99981464   -1 08 19.9
 OJ0849
 OJ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0849!SPC MI S     -   0.99997757  x   1.00004968  =   1.00002725
 OJ0849!UTM  17      -   0.99997757  x   0.99981464  =   0.99979221
 OJ0849
 OJ0849:                Primary Azimuth Mark                     Grid Az
 OJ0849:SPC MI S     -  HARBOR BEACH N BRK ANTENNA               124 01 40.7
 OJ0849:UTM  17      -  HARBOR BEACH N BRK ANTENNA               126 20 21.9
 OJ0849
 OJ0849|---------------------------------------------------------------------|
 OJ0849| PID    Reference Object                     Distance      Geod. Az  |
 OJ0849|                                                           dddmmss.s |
 OJ0849| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.2 KM 1251202.0 |
 OJ0849| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.2 KM 1272121.5 |
 OJ0849| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.4 KM 1332317.6 |
 OJ0849| OJ0847 57 USE                              244.266 METERS 17416     |
 OJ0849| OJ0854 HARBOR BEACH CABLE TV MAST          APPROX. 1.3 KM 2974741.6 |
 OJ0849|---------------------------------------------------------------------|
 OJ0849
 OJ0849                          SUPERSEDED SURVEY CONTROL
 OJ0849
 OJ0849  NAD 83(1986)-  43 51 08.80098(N)    082 38 37.04673(W) AD(       ) 2
 OJ0849  NAD 27      -  43 51 08.74477(N)    082 38 37.30652(W) AD(       ) 2
 OJ0849  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 OJ0849
 OJ0849.Superseded values are not recommended for survey control.
 OJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0849.See file dsdata.txt to determine how the superseded data were derived.
 OJ0849
 OJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6789856798(NAD 83)
 OJ0849_MARKER: X = CHISELED CROSS
 OJ0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0849_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0849+STABILITY: SURFACE MOTION
 OJ0849
 OJ0849  HISTORY     - Date     Condition        Report By
 OJ0849  HISTORY     - 1980     MONUMENTED       NOS
 OJ0849
 OJ0849                          STATION DESCRIPTION
 OJ0849
 OJ0849'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0849'THE STATION IS LOCATED IN HARBOR BEACH ON THE NORTHEAST CORNER OF
 OJ0849'THE DETROIT EDISON POWER PLANT PROPERTY.
 OJ0849'
 OJ0849'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0849'IN HARBOR BEACH GO NORTH ON HIGHWAY M25 TO DETROIT EDISON
 OJ0849'PLANT ROAD.  TURN RIGHT ON THE DETROIT EDISON PLANT ROAD
 OJ0849'AND GO TO THE GUARD AT THE GATE FOR PERMISSION TO ENTER THE NORTHEAST
 OJ0849'CORNER OF THE PROPERTY AND THE VICINITY OF THE STATION.
 OJ0849'
 OJ0849'THE STATION IS AN X ON TOP OF A 5 BY 10 CM BRASS PLATE
 OJ0849'STAMPED---DECO---,
 OJ0849'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0849'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0849'13.31 METERS (43.7 FT) EAST FROM THE GUARD RAIL AT THE WEST
 OJ0849'END OF THE GUARD RAIL.
 OJ0849'6.49 METERS (21.3 FT) WEST FROM A LAMPPOST.
 OJ0849'6.16 METERS (20.2 FT) NORTHEAST FROM THE CURVED GUARD RAIL.
 OJ0849'
 OJ0849'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.49 METERS.
 OJ0849'
 OJ0849'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0282 ***********************************************************************
 OJ0282  DESIGNATION -  56 Y 2
 OJ0282  PID         -  OJ0282
 OJ0282  STATE/COUNTY-  MI/TUSCOLA
 OJ0282  USGS QUAD   -  CLIFFORD (1963)
 OJ0282
 OJ0282                         *CURRENT SURVEY CONTROL
 OJ0282  ___________________________________________________________________
 OJ0282* NAD 83(1986)-  43 20 27.     (N)    083 11 30.     (W)     SCALED    
 OJ0282* NAVD 88     -       265.346  (meters)     870.56   (feet)  ADJUSTED  
 OJ0282  ___________________________________________________________________
 OJ0282  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 OJ0282  DYNAMIC HT  -         265.290 (meters)     870.37  (feet)  COMP
 OJ0282  MODELED GRAV-     980,401.9   (mgal)                       NAVD 88
 OJ0282
 OJ0282  VERT ORDER  -  SECOND    CLASS 0
 OJ0282
 OJ0282.The horizontal coordinates were scaled from a topographic map and have
 OJ0282.an estimated accuracy of +/- 6 seconds.
 OJ0282
 OJ0282.The orthometric height was determined by differential leveling
 OJ0282.and adjusted by the National Geodetic Survey in June 1991..
 OJ0282
 OJ0282.The geoid height was determined by GEOID03.
 OJ0282
 OJ0282.The dynamic height is computed by dividing the NAVD 88
 OJ0282.geopotential number by the normal gravity value computed on the
 OJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0282.degrees latitude (g = 980.6199 gals.).
 OJ0282
 OJ0282.The modeled gravity was interpolated from observed gravity values.
 OJ0282
 OJ0282;                    North         East    Units  Estimated Accuracy
 OJ0282;SPC MI S     -   205,140.    4,095,270.      MT  (+/- 180 meters Scaled)
 OJ0282
 OJ0282                          SUPERSEDED SURVEY CONTROL
 OJ0282
 OJ0282  NGVD 29 (??/??/92)  265.469  (m)          870.96   (f) ADJ UNCH    2 0
 OJ0282
 OJ0282.Superseded values are not recommended for survey control.
 OJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0282.See file dsdata.txt to determine how the superseded data were derived.
 OJ0282
 OJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ223009(NAD 83)
 OJ0282_MARKER: Z = SEE DESCRIPTION
 OJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0282_STAMPING: BM NO 56 1/2
 OJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0282+STABILITY: SURFACE MOTION
 OJ0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0282+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004
 OJ0282
 OJ0282  HISTORY     - Date     Condition        Report By
 OJ0282  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0282  HISTORY     - 1934     GOOD             NGS
 OJ0282  HISTORY     - 20041103 GOOD             USPSQD
 OJ0282
 OJ0282                          STATION DESCRIPTION
 OJ0282
 OJ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0282'1.7 MI N FROM CLIFFORD.
 OJ0282'IN TUSCOLA COUNTY, 1.7 MILES NORTH ALONG THE GRAND TRUNK WESTERN
 OJ0282'RAILWAY FROM THE STATION AT CLIFFORD, LAPEER COUNTY, 105 YARDS
 OJ0282'NORTH OF A GRAVEL-ROAD CROSSING, 21.4 FEET EAST OF THE EAST
 OJ0282'RAIL, 4.0 FEET NORTH OF A POLE, 1.6 FEET WEST OF THE RIGHT-OF-WAY
 OJ0282'FENCE, AND 6.0 FEET HIGHER THAN THE TOP OF RAIL.  A 1-1/2 INCH
 OJ0282'BRONZE PLUG, STAMPED B.M. NO. 56 1/2 IN AND SET IN THE TOP OF
 OJ0282'A CONCRETE POST.
 OJ0282
 OJ0282                          STATION RECOVERY (2004)
 OJ0282
 OJ0282'RECOVERY NOTE BY US POWER SQUADRON 2004 (DNM)
 OJ0282'RECOVERED AS DESCRIBED. ON LAND OWNED BY MARLENE BOUFFLERS, 5859
 OJ0282'MAYVILLE ROAD. CLIFFORD, MI  48727.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8094 ***********************************************************************
 AA8094  CBN         -  This is a Cooperative Base Network Control Station.
 AA8094  DESIGNATION -  56104
 AA8094  PID         -  AA8094
 AA8094  STATE/COUNTY-  MI/MIDLAND
 AA8094  USGS QUAD   -  AVERILL (1973)
 AA8094
 AA8094                         *CURRENT SURVEY CONTROL
 AA8094  ___________________________________________________________________
 AA8094* NAD 83(1994)-  43 40 53.37825(N)    084 21 16.74871(W)     ADJUSTED  
 AA8094* NAVD 88     -       195.2    (meters)     640.     (feet)  GPS OBS   
 AA8094  ___________________________________________________________________
 AA8094  X           -     454,482.304 (meters)                     COMP
 AA8094  Y           -  -4,597,696.864 (meters)                     COMP
 AA8094  Z           -   4,382,677.868 (meters)                     COMP
 AA8094  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AA8094  ELLIP HEIGHT-         160.89  (meters)          (07/12/02) GPS OBS
 AA8094  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA8094
 AA8094  HORZ ORDER  -  B
 AA8094  ELLP ORDER  -  FOURTH    CLASS II
 AA8094
 AA8094.The horizontal coordinates were established by GPS observations
 AA8094.and adjusted by the National Geodetic Survey in September 1995..
 AA8094
 AA8094.The orthometric height was determined by GPS observations and a
 AA8094.high-resolution geoid model.
 AA8094
 AA8094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8094
 AA8094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8094
 AA8094.The ellipsoidal height was determined by GPS observations
 AA8094.and is referenced to NAD 83.
 AA8094
 AA8094.The geoid height was determined by GEOID03.
 AA8094
 AA8094;                    North         East     Units Scale Factor Converg.
 AA8094;SPC MI S     -   242,325.973 4,000,968.760   MT  1.00000357   +0 00 29.4
 AA8094;SPC MI S     -   795,032.72 13,126,537.93   iFT  1.00000357   +0 00 29.4
 AA8094;UTM  16      - 4,839,898.864   713,223.273   MT  1.00015925   +1 49 39.7
 AA8094
 AA8094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8094!SPC MI S     -   0.99997477  x   1.00000357  =   0.99997834
 AA8094!UTM  16      -   0.99997477  x   1.00015925  =   1.00013402
 AA8094
 AA8094                          SUPERSEDED SURVEY CONTROL
 AA8094
 AA8094  ELLIP H (09/20/95)  160.92   (m)                       GP(       ) 1 2
 AA8094
 AA8094.Superseded values are not recommended for survey control.
 AA8094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8094.See file dsdata.txt to determine how the superseded data were derived.
 AA8094
 AA8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP1322339899(NAD 83)
 AA8094_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8094_STAMPING: 56104
 AA8094_MARK LOGO: MIDT  
 AA8094_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA8094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8094+STABILITY: SURFACE MOTION
 AA8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8094+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 AA8094
 AA8094  HISTORY     - Date     Condition        Report By
 AA8094  HISTORY     - 1981     MONUMENTED       MIDT
 AA8094  HISTORY     - 19940520 GOOD             NGS
 AA8094  HISTORY     - 20010604 GOOD             USPSQD
 AA8094  HISTORY     - 20030110 GOOD             ROWEIN
 AA8094  HISTORY     - 20040417 GOOD             JCLS
 AA8094  HISTORY     - 20040419 GOOD             JCLS
 AA8094
 AA8094                          STATION DESCRIPTION
 AA8094
 AA8094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8094'STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTHWEST OF MIDLAND, 0.6 MI
 AA8094'(1.0 KM) EAST OF THE EAST CITY LIMITS OF SANFORD, IN SECTION 28, T 15
 AA8094'N, R 1 E, LINCOLN TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT OF
 AA8094'TRANSPORTATION.  TO REACH THE STATION FROM THE INTERSECTION OF CENTER
 AA8094'STREET AND SAGINAW ROAD IN SANFORD, GO NORTHEAST AND EAST ON CENTER
 AA8094'STREET FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH MERIDIAN ROAD.
 AA8094'TURN LEFT, NORTH, ON MERIDIAN ROAD FOR 0.5 MI (0.8 KM) TO THE U.S.
 AA8094'HIGHWAY 10 INTERCHANGE WITH MERIDIAN ROAD.  TURN RIGHT ON THE
 AA8094'EASTBOUND ENTRANCE RAMP FOR HIGHWAY 10 FOR 0.9 MI (1.4 KM) TO A MEDIAN
 AA8094'CROSSOVER AND THE STATION ON THE LEFT.  STATION IS RECESSED 15 CM
 AA8094'BELOW GROUND.  IT IS 40.6 FT (12.4 M) SOUTHEAST FROM A WESTBOUND
 AA8094'AUTHORIZED VEHICLES ONLY METAL SIGN POST, 31.8 FT (9.7 M) NORTHEAST
 AA8094'FROM AN EASTBOUND AUTHORIZED VEHICLES ONLY METAL SIGN POST, 31.5 FT
 AA8094'(9.6 M) SOUTHWEST FROM THE CENTER OF WESTBOUND U.S.  HIGHWAY 10, AND
 AA8094'19.2 FT (5.9 M) SOUTHEAST FROM THE CENTER OF THE MEDIAN CROSSOVER.
 AA8094'UNDERGROUND MARK ABOUT 4 FT (1.2 M) BELOW THE GROUND SURFACE.
 AA8094
 AA8094                          STATION RECOVERY (2001)
 AA8094
 AA8094'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8094'RECOVERED IN GOOD CONDITION.
 AA8094
 AA8094                          STATION RECOVERY (2003)
 AA8094
 AA8094'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SJS)
 AA8094'MARK FOUND IN GOOD CONDITION, AS DESCRIBED.
 AA8094
 AA8094                          STATION RECOVERY (2004)
 AA8094
 AA8094'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA8094'RECOVERED IN GOOD CONDITION.
 AA8094
 AA8094                          STATION RECOVERY (2004)
 AA8094
 AA8094'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 AA8094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0098 ***********************************************************************
 NE0098  DESIGNATION -  57 1/2
 NE0098  PID         -  NE0098
 NE0098  STATE/COUNTY-  MI/ST CLAIR
 NE0098  USGS QUAD   -  PORT HURON (1991)
 NE0098
 NE0098                         *CURRENT SURVEY CONTROL
 NE0098  ___________________________________________________________________
 NE0098* NAD 83(1986)-  42 58 42.     (N)    082 27 09.     (W)     SCALED    
 NE0098* NAVD 88     -       185.070  (meters)     607.18   (feet)  ADJUSTED  
 NE0098  ___________________________________________________________________
 NE0098  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0098  DYNAMIC HT  -         185.024 (meters)     607.03  (feet)  COMP
 NE0098  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 NE0098
 NE0098  VERT ORDER  -  SECOND    CLASS 0
 NE0098
 NE0098.The horizontal coordinates were scaled from a topographic map and have
 NE0098.an estimated accuracy of +/- 6 seconds.
 NE0098
 NE0098.The orthometric height was determined by differential leveling
 NE0098.and adjusted by the National Geodetic Survey in June 1991..
 NE0098
 NE0098.The geoid height was determined by GEOID03.
 NE0098
 NE0098.The dynamic height is computed by dividing the NAVD 88
 NE0098.geopotential number by the normal gravity value computed on the
 NE0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0098.degrees latitude (g = 980.6199 gals.).
 NE0098
 NE0098.The modeled gravity was interpolated from observed gravity values.
 NE0098
 NE0098;                    North         East    Units  Estimated Accuracy
 NE0098;SPC MI S     -   165,980.    4,156,110.      MT  (+/- 180 meters Scaled)
 NE0098
 NE0098                          SUPERSEDED SURVEY CONTROL
 NE0098
 NE0098  NGVD 29 (??/??/92)  185.201  (m)          607.61   (f) ADJ UNCH    2 0
 NE0098
 NE0098.Superseded values are not recommended for survey control.
 NE0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0098.See file dsdata.txt to determine how the superseded data were derived.
 NE0098
 NE0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH815594(NAD 83)
 NE0098_MARKER: DD = SURVEY DISK
 NE0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0098_STAMPING: BM 57 1/2
 NE0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0098+STABILITY: SURFACE MOTION
 NE0098
 NE0098  HISTORY     - Date     Condition        Report By
 NE0098  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0098  HISTORY     - 1934     GOOD             NGS
 NE0098  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0098  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0098  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0098
 NE0098                          STATION DESCRIPTION
 NE0098
 NE0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0098'AT PORT HURON.
 NE0098'AT PORT HURON, ST. CLAIR COUNTY, ON THE CHICAGO LINE OF THE
 NE0098'GRAND TRUNK WESTERN RAILWAY, 139 YARDS NORTHEAST OF THE CENTER
 NE0098'OF THE CROSSING OF LAPEER AVENUE, 26 YARDS SOUTHWEST OF THE
 NE0098'SOUTHWEST CORNER OF THE ST. CLAIR COUNTY CREAMERY COMPANY FACTORY,
 NE0098'26 YARDS WEST OF THE NORTHWEST CORNER OF AN UNPAINTED WOODEN
 NE0098'GARAGE, 38 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER
 NE0098'THAN THE TRACK.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. 57 1/2
 NE0098'AND SET IN THE TOP OF A CONCRETE POST.
 NE0098
 NE0098                          STATION RECOVERY (1977)
 NE0098
 NE0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0098'MARK NOT FOUND.
 NE0098
 NE0098                          STATION RECOVERY (1988)
 NE0098
 NE0098'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0098'MARK NOT FOUND.
 NE0098
 NE0098                          STATION RECOVERY (1997)
 NE0098
 NE0098'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0284 ***********************************************************************
 OJ0284  DESIGNATION -  57 1/2
 OJ0284  PID         -  OJ0284
 OJ0284  STATE/COUNTY-  MI/TUSCOLA
 OJ0284  USGS QUAD   -  CLIFFORD (1963)
 OJ0284
 OJ0284                         *CURRENT SURVEY CONTROL
 OJ0284  ___________________________________________________________________
 OJ0284* NAD 83(1986)-  43 21 17.     (N)    083 11 54.     (W)     SCALED    
 OJ0284* NAVD 88     -       259.853  (meters)     852.53   (feet)  ADJUSTED  
 OJ0284  ___________________________________________________________________
 OJ0284  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 OJ0284  DYNAMIC HT  -         259.799 (meters)     852.36  (feet)  COMP
 OJ0284  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 OJ0284
 OJ0284  VERT ORDER  -  SECOND    CLASS 0
 OJ0284
 OJ0284.The horizontal coordinates were scaled from a topographic map and have
 OJ0284.an estimated accuracy of +/- 6 seconds.
 OJ0284
 OJ0284.The orthometric height was determined by differential leveling
 OJ0284.and adjusted by the National Geodetic Survey in June 1991..
 OJ0284
 OJ0284.The geoid height was determined by GEOID03.
 OJ0284
 OJ0284.The dynamic height is computed by dividing the NAVD 88
 OJ0284.geopotential number by the normal gravity value computed on the
 OJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0284.degrees latitude (g = 980.6199 gals.).
 OJ0284
 OJ0284.The modeled gravity was interpolated from observed gravity values.
 OJ0284
 OJ0284;                    North         East    Units  Estimated Accuracy
 OJ0284;SPC MI S     -   206,680.    4,094,710.      MT  (+/- 180 meters Scaled)
 OJ0284
 OJ0284                          SUPERSEDED SURVEY CONTROL
 OJ0284
 OJ0284  NGVD 29 (??/??/92)  259.978  (m)          852.94   (f) ADJ UNCH    2 0
 OJ0284
 OJ0284.Superseded values are not recommended for survey control.
 OJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0284.See file dsdata.txt to determine how the superseded data were derived.
 OJ0284
 OJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ218025(NAD 83)
 OJ0284_MARKER: Z = SEE DESCRIPTION
 OJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0284_STAMPING: BM NO 57 1/2
 OJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0284+STABILITY: SURFACE MOTION
 OJ0284
 OJ0284  HISTORY     - Date     Condition        Report By
 OJ0284  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0284  HISTORY     - 1934     GOOD             NGS
 OJ0284  HISTORY     - 20041103 GOOD             USPSQD
 OJ0284
 OJ0284                          STATION DESCRIPTION
 OJ0284
 OJ0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0284'2.7 MI N FROM CLIFFORD.
 OJ0284'IN TUSCOLA COUNTY, 2.7 MILES NORTH ALONG THE GRAND TRUNK WESTERN
 OJ0284'RAILWAY FROM THE STATION AT CLIFFORD, LAPEER COUNTY, 0.5 MILES
 OJ0284'NORTH OF MILEPOST P 57, 21 FEET EAST OF THE EAST RAIL, 6.3
 OJ0284'FEET SOUTHEAST OF A POLE, 1.2 FEET WEST OF THE RIGHT-OF-WAY
 OJ0284'FENCE, AND 5 FEET HIGHER THAN THE TOP OF RAIL.  A 1-1 1/2 INCH
 OJ0284'BRONZE PLUG, STAMPED B.M. NO. 57 1/2 IN THE TOP OF A CONCRETE
 OJ0284'POST.
 OJ0284
 OJ0284                          STATION RECOVERY (2004)
 OJ0284
 OJ0284'RECOVERY NOTE BY US POWER SQUADRON 2004 (DNM)
 OJ0284'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0351 ***********************************************************************
 OK0351  DESIGNATION -  57 1/2 CTWRR
 OK0351  PID         -  OK0351
 OK0351  STATE/COUNTY-  MI/KENT
 OK0351  USGS QUAD   -  CEDAR SPRINGS (1972)
 OK0351
 OK0351                         *CURRENT SURVEY CONTROL
 OK0351  ___________________________________________________________________
 OK0351* NAD 83(1986)-  43 12 47.     (N)    085 34 18.     (W)     SCALED    
 OK0351* NAVD 88     -       253.534  (meters)     831.80   (feet)  ADJUSTED  
 OK0351  ___________________________________________________________________
 OK0351  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 OK0351  DYNAMIC HT  -         253.475 (meters)     831.61  (feet)  COMP
 OK0351  MODELED GRAV-     980,383.9   (mgal)                       NAVD 88
 OK0351
 OK0351  VERT ORDER  -  SECOND    CLASS 0
 OK0351
 OK0351.The horizontal coordinates were scaled from a topographic map and have
 OK0351.an estimated accuracy of +/- 6 seconds.
 OK0351
 OK0351.The orthometric height was determined by differential leveling
 OK0351.and adjusted by the National Geodetic Survey in June 1991..
 OK0351
 OK0351.The geoid height was determined by GEOID03.
 OK0351
 OK0351.The dynamic height is computed by dividing the NAVD 88
 OK0351.geopotential number by the normal gravity value computed on the
 OK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0351.degrees latitude (g = 980.6199 gals.).
 OK0351
 OK0351.The modeled gravity was interpolated from observed gravity values.
 OK0351
 OK0351;                    North         East    Units  Estimated Accuracy
 OK0351;SPC MI S     -   190,990.    3,902,090.      MT  (+/- 180 meters Scaled)
 OK0351
 OK0351                          SUPERSEDED SURVEY CONTROL
 OK0351
 OK0351  NGVD 29 (??/??/92)  253.661  (m)          832.22   (f) ADJ UNCH    2 0
 OK0351
 OK0351.Superseded values are not recommended for survey control.
 OK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0351.See file dsdata.txt to determine how the superseded data were derived.
 OK0351
 OK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN160854(NAD 83)
 OK0351_MARKER: Z = SEE DESCRIPTION
 OK0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0351_STAMPING: 57 1/2
 OK0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0351+STABILITY: SURFACE MOTION
 OK0351
 OK0351  HISTORY     - Date     Condition        Report By
 OK0351  HISTORY     - UNK      MONUMENTED       CGS
 OK0351  HISTORY     - 1934     GOOD             NGS
 OK0351  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0351
 OK0351                          STATION DESCRIPTION
 OK0351
 OK0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0351'1 MI W FROM CEDAR SPRINGS.
 OK0351'1.0 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0351'STATION AT CEDAR SPRINGS, KENT COUNTY, AT ABOUT THE MIDDLE
 OK0351'OF A CURVE, 126 YARDS WEST OF A GRAVEL-ROAD CROSSING, 24 FEET
 OK0351'NORTH OF THE NORTH RAIL, AND 4 FEET LOWER THAN THE TOP OF THE
 OK0351'RAIL.  A BRASS PLUG, STAMPED 57 1/2 AND SET IN THE TOP OF A
 OK0351'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- TRACKS
 OK0351'NOW GONE.
 OK0351
 OK0351                          STATION RECOVERY (1965)
 OK0351
 OK0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1294 ***********************************************************************
 RJ1294  DESIGNATION -  57 C6M 099
 RJ1294  PID         -  RJ1294
 RJ1294  STATE/COUNTY-  MI/CHIPPEWA
 RJ1294  USGS QUAD   -  OAK RIDGE (1976)
 RJ1294
 RJ1294                         *CURRENT SURVEY CONTROL
 RJ1294  ___________________________________________________________________
 RJ1294* NAD 83(1994)-  46 19 13.03317(N)    084 08 46.82918(W)     ADJUSTED  
 RJ1294* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 RJ1294  ___________________________________________________________________
 RJ1294  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 RJ1294  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1294
 RJ1294  HORZ ORDER  -  SECOND
 RJ1294
 RJ1294.The horizontal coordinates were established by classical geodetic methods
 RJ1294.and adjusted by the National Geodetic Survey in February 1997..
 RJ1294
 RJ1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1294
 RJ1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1294
 RJ1294.The geoid height was determined by GEOID03.
 RJ1294
 RJ1294;                    North         East     Units Scale Factor Converg.
 RJ1294;SPC MI N     -   174,778.331 8,219,706.098   MT  0.99990302   +2 03 45.3
 RJ1294;SPC MI N     -   573,419.72 26,967,539.69   iFT  0.99990302   +2 03 45.3
 RJ1294;UTM  16      - 5,133,592.681   719,682.883   MT  1.00019328   +2 03 52.6
 RJ1294
 RJ1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1294!SPC MI N     -   0.99997786  x   0.99990302  =   0.99988088
 RJ1294!UTM  16      -   0.99997786  x   1.00019328  =   1.00017113
 RJ1294
 RJ1294                          SUPERSEDED SURVEY CONTROL
 RJ1294
 RJ1294  NAD 83(1986)-  46 19 13.02559(N)    084 08 46.82445(W) AD(       ) 2
 RJ1294  NGVD 29 (05/22/90)  177.9    (m)          584.     (f) VERT ANG       
 RJ1294
 RJ1294.Superseded values are not recommended for survey control.
 RJ1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1294.See file dsdata.txt to determine how the superseded data were derived.
 RJ1294
 RJ1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1968333593(NAD 83)
 RJ1294_MARKER: DS = TRIANGULATION STATION DISK
 RJ1294_SETTING: 0 = UNSPECIFIED SETTING
 RJ1294_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1294
 RJ1294  HISTORY     - Date     Condition        Report By
 RJ1294  HISTORY     - 1988     MONUMENTED       USE
 RJ1294
 RJ1294                          STATION DESCRIPTION
 RJ1294
 RJ1294'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1294'THE STATION IS LOCATED ABOUT 24.6 KM (15.3 MI) SOUTHEAST OF SAULT STE
 RJ1294'MARIE, 36.5 KM (22.7 MI) EAST-NORTHEAST OF RUDYARD AND 41.2 KM (25.6
 RJ1294'MI)
 RJ1294'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 6, SEC 2, T45N-R2E.
 RJ1294'OWNERSHIP--- SSSS
 RJ1294'
 RJ1294'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1294'MI,
 RJ1294'TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN
 RJ1294'LEFT AND TRAVEL 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE
 RJ1294'CROSSING THE CHARLOTTE RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO
 RJ1294'A
 RJ1294'GRAVEL ROAD TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER
 RJ1294'FOR 20 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO CELL DOCK AND PROCEED
 RJ1294'ANOTHER 800 FT EAST TO THE SOUTH SHORE WHERE STATION IS LOCATED.
 RJ1294'
 RJ1294'THE STATION IS A
 RJ1294'STANDARD COE DISK THAT IS STAMPED---C6M-099---ATTACHED TO AN
 RJ1294'ALUMINUM MARKER SET
 RJ1294'INTO A 0.8 METER (25 FT) HOLE FILLED WITH CONCRETE.
 RJ1294'
 RJ1294'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0847 ***********************************************************************
 OJ0847  DESIGNATION -  57 USE
 OJ0847  PID         -  OJ0847
 OJ0847  STATE/COUNTY-  MI/HURON
 OJ0847  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0847
 OJ0847                         *CURRENT SURVEY CONTROL
 OJ0847  ___________________________________________________________________
 OJ0847* NAD 83(1994)-  43 51 00.94099(N)    082 38 35.92996(W)     ADJUSTED  
 OJ0847* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 OJ0847  ___________________________________________________________________
 OJ0847  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OJ0847  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0847
 OJ0847  HORZ ORDER  -  SECOND
 OJ0847
 OJ0847.The horizontal coordinates were established by classical geodetic methods
 OJ0847.and adjusted by the National Geodetic Survey in February 1997..
 OJ0847
 OJ0847.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0847
 OJ0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0847
 OJ0847.The geoid height was determined by GEOID03.
 OJ0847
 OJ0847;                    North         East     Units Scale Factor Converg.
 OJ0847;SPC MI S     -   262,495.967 4,138,567.840   MT  1.00004903   +1 10 22.1
 OJ0847;SPC MI S     -   861,207.24 13,577,978.48   iFT  1.00004903   +1 10 22.1
 OJ0847;UTM  17      - 4,856,554.328   367,917.114   MT  0.99981458   -1 08 19.0
 OJ0847
 OJ0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0847!SPC MI S     -   0.99997757  x   1.00004903  =   1.00002660
 OJ0847!UTM  17      -   0.99997757  x   0.99981458  =   0.99979215
 OJ0847
 OJ0847:                Primary Azimuth Mark                     Grid Az
 OJ0847:SPC MI S     -  HARBOR BEACH N BRK ANTENNA               114 10 20.1
 OJ0847:UTM  17      -  HARBOR BEACH N BRK ANTENNA               116 29 01.2
 OJ0847
 OJ0847|---------------------------------------------------------------------|
 OJ0847| PID    Reference Object                     Distance      Geod. Az  |
 OJ0847|                                                           dddmmss.s |
 OJ0847| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.1 KM 1152042.2 |
 OJ0847| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.1 KM 1175634.7 |
 OJ0847| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.2 KM 1255134.9 |
 OJ0847| OJ0851 HARBOR BEACH MUN PIER R TR          APPROX. 1.1 KM 1980309.5 |
 OJ0847| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 0.7 KM 2210701.7 |
 OJ0847| OJ0849 56 USE                              244.266 METERS 35416     |
 OJ0847|---------------------------------------------------------------------|
 OJ0847
 OJ0847                          SUPERSEDED SURVEY CONTROL
 OJ0847
 OJ0847  NAD 83(1986)-  43 51 00.92625(N)    082 38 35.95430(W) AD(       ) 2
 OJ0847  NAD 27      -  43 51 00.86980(N)    082 38 36.21455(W) AD(       ) 2
 OJ0847  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 OJ0847
 OJ0847.Superseded values are not recommended for survey control.
 OJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0847.See file dsdata.txt to determine how the superseded data were derived.
 OJ0847
 OJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6791756554(NAD 83)
 OJ0847_MARKER: I = METAL ROD
 OJ0847_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0847
 OJ0847  HISTORY     - Date     Condition        Report By
 OJ0847  HISTORY     - 1980     MONUMENTED       NOS
 OJ0847
 OJ0847                          STATION DESCRIPTION
 OJ0847
 OJ0847'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0847'THE STATION IS LOCATED IN HARBOR BEACH ON THE DETROIT EDISON POWER
 OJ0847'PLANT PROPERTY NEAR THE SOUTHEAST CORNER OF THE COAL DOCK.
 OJ0847'
 OJ0847'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0847'IN HARBOR BEACH GO NORTH ON HIGHWAY M25 TO DETROIT EDISON
 OJ0847'PLANT ROAD AND GO TO THE GUARD GATE FOR PERMISSION TO
 OJ0847'THE COAL DOCK AREA AND THE VICINITY OF THE STATION.
 OJ0847'
 OJ0847'THE STATION IS THE CENTER PUNCH MARK ON TOP OF A 2 CM
 OJ0847'COPPER COATED STEEL ROD SURROUNDED BY A 4 CM
 OJ0847'COPPER WASHER STAMPED---COE 57 ABRAMS SURVEY---SET
 OJ0847'IN A MASS OF CONCRETE 15 CM SQUARE AND FLUSH WITH
 OJ0847'THE GROUND.
 OJ0847'IT IS LOCATED
 OJ0847'20.97 METERS (68.8 FT) NORTHEAST FROM
 OJ0847'A LAMP POLE.
 OJ0847'15.39 METERS (50.5 FT) SOUTHWEST FROM THE CENTER OF THE SECOND
 OJ0847'MOORING CELL.
 OJ0847'12.04 METERS (39.5 FT) SOUTHEAST FROM A LAMP POLE.
 OJ0847'0.73 METERS (2.4 FT) SOUTH FROM A NOS WITNESS POST SIGN.
 OJ0847'
 OJ0847'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
 OJ0847'
 OJ0847'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0594 ***********************************************************************
 QK0594  DESIGNATION -  57 USLS 1907
 QK0594  PID         -  QK0594
 QK0594  STATE/COUNTY-  MI/MACKINAC
 QK0594  USGS QUAD   -  
 QK0594
 QK0594                         *CURRENT SURVEY CONTROL
 QK0594  ___________________________________________________________________
 QK0594* NAD 83(1994)-  45 43 13.26457(N)    084 25 09.78260(W)     ADJUSTED  
 QK0594* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0594  ___________________________________________________________________
 QK0594  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 QK0594  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 QK0594
 QK0594  HORZ ORDER  -  SECOND
 QK0594
 QK0594.The horizontal coordinates were established by classical geodetic methods
 QK0594.and adjusted by the National Geodetic Survey in February 1997..
 QK0594
 QK0594.The orthometric height was scaled from a topographic map.
 QK0594
 QK0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0594
 QK0594.The geoid height was determined by GEOID03.
 QK0594
 QK0594;                    North         East     Units Scale Factor Converg.
 QK0594;SPC MI N     -   107,414.668 8,200,862.395   MT  0.99995112   +1 51 54.9
 QK0594;SPC MI N     -   352,410.33 26,905,716.52   iFT  0.99995112   +1 51 54.9
 QK0594;UTM  16      - 5,066,216.379   700,825.716   MT  1.00009586   +1 50 53.5
 QK0594
 QK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0594!SPC MI N     -   0.99997791  x   0.99995112  =   0.99992903
 QK0594!UTM  16      -   0.99997791  x   1.00009586  =   1.00007377
 QK0594
 QK0594:                Primary Azimuth Mark                     Grid Az
 QK0594:SPC MI N     -  SPECTACLE REEF LH USLS 1894              073 03 34.6
 QK0594:UTM  16      -  SPECTACLE REEF LH USLS 1894              073 04 36.0
 QK0594
 QK0594|---------------------------------------------------------------------|
 QK0594| PID    Reference Object                     Distance      Geod. Az  |
 QK0594|                                                           dddmmss.s |
 QK0594| QK0561 SPECTACLE REEF LH USLS 1894         APPROX.22.7 KM 0745529.5 |
 QK0594| QK0589 CHEBOYGAN PT LIGHTHOUSE USLS        APPROX. 5.7 KM 1802134.9 |
 QK0594|---------------------------------------------------------------------|
 QK0594
 QK0594                          SUPERSEDED SURVEY CONTROL
 QK0594
 QK0594  NAD 83(1986)-  45 43 13.25576(N)    084 25 09.78124(W) AD(       ) 2
 QK0594  NAD 27      -  45 43 13.21400(N)    084 25 09.68800(W) AD(       ) 2
 QK0594
 QK0594.Superseded values are not recommended for survey control.
 QK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0594.See file dsdata.txt to determine how the superseded data were derived.
 QK0594
 QK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0082666216(NAD 83)
 QK0594
 QK0594  HISTORY     - Date     Condition        Report By
 QK0594  HISTORY     - 1907     MONUMENTED       CGS
 QK0594  HISTORY     - 1927     SEE DESCRIPTION  USLS
 QK0594  HISTORY     - 1961     SEE DESCRIPTION  USLS
 QK0594  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QK0594
 QK0594                          STATION DESCRIPTION
 QK0594
 QK0594'DESCRIBED BY US LAKE SURVEY 1927
 QK0594'ON PACKARD POINT, ON SOUTH SIDE OF BOIS BLANC ISLAND, IN STRAITS OF
 QK0594'MACKINAC, ABOUT 30 METERS (98
 QK0594'FEET) FROM END OF POINT, 8 METERS (26 FEET) EAST AND 20 METERS (66
 QK0594'FEET) WEST OF SHORE, AT EDGE OF
 QK0594'TIMBER.  ORIGINAL MARK, SPIKE IN STUMP OF SMALL
 QK0594'TREE, WAS REPLACED IN 1927 BY SPIKE IN CONCRETE
 QK0594'MONUMENT.  STATION PACKARD
 QK0594'(U.S.L.S.), MARKED BY IRON BAR 1-1/4 INCHES SQUARE, AND PROJECTING
 QK0594'4 INCHES ABOVE SURFACE OF
 QK0594'GROUND, BEARS S. 47 DEG 04 MIN E., AND IS DISTANT 15.4 FEET.
 QK0594
 QK0594                          STATION RECOVERY (1961)
 QK0594
 QK0594'RECOVERY NOTE BY US LAKE SURVEY 1961 (EFK)
 QK0594'ON SOUTHERLY SIDE OF BOIS BLANC ISLAND.  FROM THE FERRY BOAT LANDING
 QK0594'DOCK FOLLOW THE
 QK0594'SHORE ROAD EASTERLY FOR 3.4 MILES TO POINT WHERE ROAD
 QK0594'COMES CLOSEST TO PACKARD POINT.
 QK0594'WALK IN A SOUTH SOUTHWESTERLY DIRECTION
 QK0594'TO SOUTHERLY TREE LINE ON PACKARD POINT AND
 QK0594'VICINITY OF STATION.
 QK0594'
 QK0594'STATION RECOVERED IN GOOD CONDITION.
 QK0594
 QK0594                          STATION RECOVERY (1995)
 QK0594
 QK0594'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0621 ***********************************************************************
 PL0621  DESIGNATION -  57200
 PL0621  PID         -  PL0621
 PL0621  STATE/COUNTY-  MI/MISSAUKEE
 PL0621  USGS QUAD   -  
 PL0621
 PL0621                         *CURRENT SURVEY CONTROL
 PL0621  ___________________________________________________________________
 PL0621* NAD 83(1994)-  44 15 08.12349(N)    085 20 09.44220(W)     ADJUSTED  
 PL0621* NAVD 88     -       399.1    (meters)    1309.     (feet)  GPS OBS   
 PL0621  ___________________________________________________________________
 PL0621  X           -     372,106.669 (meters)                     COMP
 PL0621  Y           -  -4,561,069.629 (meters)                     COMP
 PL0621  Z           -   4,428,466.714 (meters)                     COMP
 PL0621  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 PL0621  ELLIP HEIGHT-         365.94  (meters)          (02/03/97) GPS OBS
 PL0621  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 PL0621
 PL0621  HORZ ORDER  -  FIRST
 PL0621  ELLP ORDER  -  FOURTH    CLASS I
 PL0621
 PL0621.The horizontal coordinates were established by GPS observations
 PL0621.and adjusted by the National Geodetic Survey in February 1997..
 PL0621
 PL0621.The orthometric height was determined by GPS observations and a
 PL0621.high-resolution geoid model.
 PL0621
 PL0621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0621
 PL0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0621
 PL0621.The ellipsoidal height was determined by GPS observations
 PL0621.and is referenced to NAD 83.
 PL0621
 PL0621.The geoid height was determined by GEOID03.
 PL0621
 PL0621;                    North         East     Units Scale Factor Converg.
 PL0621;SPC MI C     -   104,427.207 5,922,590.134   MT  0.99998491   -0 41 05.0
 PL0621;SPC MI C     -   342,608.95 19,431,069.99   iFT  0.99998491   -0 41 05.0
 PL0621;UTM  16      - 4,901,237.424   632,847.199   MT  0.99981705   +1 09 40.9
 PL0621
 PL0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0621!SPC MI C     -   0.99994262  x   0.99998491  =   0.99992753
 PL0621!UTM  16      -   0.99994262  x   0.99981705  =   0.99975968
 PL0621
 PL0621                          SUPERSEDED SURVEY CONTROL
 PL0621
 PL0621  NAD 83(1986)-  44 15 08.12206(N)    085 20 09.44531(W) AD(       ) 1
 PL0621
 PL0621.Superseded values are not recommended for survey control.
 PL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0621.See file dsdata.txt to determine how the superseded data were derived.
 PL0621
 PL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3284701237(NAD 83)
 PL0621_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0621_SP_SET: CONCRETE POST
 PL0621_STAMPING: 57200 1993
 PL0621_MARK LOGO: MIDT  
 PL0621_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0621+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0621
 PL0621  HISTORY     - Date     Condition        Report By
 PL0621  HISTORY     - 1993     MONUMENTED       MIDT
 PL0621  HISTORY     - 20010806 GOOD             NGS
 PL0621  HISTORY     - 20010815 GOOD             NGS
 PL0621
 PL0621                          STATION DESCRIPTION
 PL0621
 PL0621'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0621'STATION IS LOCATED IN QUAD 440852 ON THE JENNINGS QUADRANGLE MAP.  IT
 PL0621'IS IN THE NORTHWEST 1/4 OF SECTION 6, T-21-N, R-8-W, RICHLAND
 PL0621'TOWNSHIP.  ABOUT 4 MI (6.4 KM) EAST OF CADILLAC, ABOUT 8 MI
 PL0621'(12.9 KM) SOUTHWEST OF LAKE CITY AND ABOUT 3.5 MI (5.6 KM) NORTHWEST
 PL0621'OF LUCAS.
 PL0621'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0621'HIGHWAY M-55 EAST IN CADDILAC, GO EAST 3.2 MI (5.1 KM) ALONG STATE
 PL0621'HIGHWAY M-55 TO SEELEY ROAD AND STATION ON RIGHT AS DESCRIBED.
 PL0621'STATION IS JUST EAST OF THE EAST WEXFORD COUNTY LINE.
 PL0621'STATION IS 76.0 FT (23.2 M) SOUTH OF THE CENTER OF STATE HIGHWAY M-55,
 PL0621'44.6 FT (13.6 M) EAST OF THE CENTER OF SEELEY ROAD, 36.2 FT (11.0 M)
 PL0621'NORTHWEST OF A TAG IN POST AT TELEPHONE BOX, 5.4 FT (1.6 M) NORTHEAST
 PL0621'OF A 18 INCH CORRUGATED METAL PIPE WITH END SECTION (TOP CENTER) AND
 PL0621'3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0621
 PL0621                          STATION RECOVERY (2001)
 PL0621
 PL0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0621
 PL0621                          STATION RECOVERY (2001)
 PL0621
 PL0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0350 ***********************************************************************
 OK0350  DESIGNATION -  58 1/2
 OK0350  PID         -  OK0350
 OK0350  STATE/COUNTY-  MI/KENT
 OK0350  USGS QUAD   -  CEDAR SPRINGS (1972)
 OK0350
 OK0350                         *CURRENT SURVEY CONTROL
 OK0350  ___________________________________________________________________
 OK0350* NAD 83(1986)-  43 12 44.     (N)    085 35 29.     (W)     SCALED    
 OK0350* NAVD 88     -       256.863  (meters)     842.72   (feet)  ADJUSTED  
 OK0350  ___________________________________________________________________
 OK0350  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 OK0350  DYNAMIC HT  -         256.804 (meters)     842.53  (feet)  COMP
 OK0350  MODELED GRAV-     980,382.9   (mgal)                       NAVD 88
 OK0350
 OK0350  VERT ORDER  -  SECOND    CLASS 0
 OK0350
 OK0350.The horizontal coordinates were scaled from a topographic map and have
 OK0350.an estimated accuracy of +/- 6 seconds.
 OK0350
 OK0350.The orthometric height was determined by differential leveling
 OK0350.and adjusted by the National Geodetic Survey in June 1991..
 OK0350
 OK0350.The geoid height was determined by GEOID03.
 OK0350
 OK0350.The dynamic height is computed by dividing the NAVD 88
 OK0350.geopotential number by the normal gravity value computed on the
 OK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0350.degrees latitude (g = 980.6199 gals.).
 OK0350
 OK0350.The modeled gravity was interpolated from observed gravity values.
 OK0350
 OK0350;                    North         East    Units  Estimated Accuracy
 OK0350;SPC MI S     -   190,920.    3,900,490.      MT  (+/- 180 meters Scaled)
 OK0350
 OK0350                          SUPERSEDED SURVEY CONTROL
 OK0350
 OK0350  NGVD 29 (??/??/92)  256.990  (m)          843.14   (f) ADJ UNCH    2 0
 OK0350
 OK0350.Superseded values are not recommended for survey control.
 OK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0350.See file dsdata.txt to determine how the superseded data were derived.
 OK0350
 OK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN144853(NAD 83)
 OK0350_MARKER: Z = SEE DESCRIPTION
 OK0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0350_STAMPING: 58 1/2
 OK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0350+STABILITY: SURFACE MOTION
 OK0350
 OK0350  HISTORY     - Date     Condition        Report By
 OK0350  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0350  HISTORY     - 1934     GOOD             NGS
 OK0350  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0350
 OK0350                          STATION DESCRIPTION
 OK0350
 OK0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0350'2 MI W FROM CEDAR SPRINGS.
 OK0350'2.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0350'STATION AT CEDAR SPRINGS, KENT COUNTY, 100 YARDS WEST OF A FENCE
 OK0350'CORNER, 27 FEET NORTH OF THE NORTH RAIL, AT THE FENCE LINE,
 OK0350'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A BRASS PLUG,
 OK0350'STAMPED 58 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0350'NOTE-- TRACKS NOW GONE.
 OK0350
 OK0350                          STATION RECOVERY (1965)
 OK0350
 OK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0055 ***********************************************************************
 RJ0055  DESIGNATION -  583.2 C CO
 RJ0055  PID         -  RJ0055
 RJ0055  STATE/COUNTY-  MI/CHIPPEWA
 RJ0055  USGS QUAD   -  GOETZVILLE (1976)
 RJ0055
 RJ0055                         *CURRENT SURVEY CONTROL
 RJ0055  ___________________________________________________________________
 RJ0055* NAD 83(1986)-  46 05 24.     (N)    084 04 14.     (W)     SCALED    
 RJ0055* NAVD 88     -       177.805  (meters)     583.35   (feet)  ADJUSTED  
 RJ0055  ___________________________________________________________________
 RJ0055  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0055
 RJ0055  VERT ORDER  -  SECOND    CLASS 0
 RJ0055
 RJ0055.The horizontal coordinates were scaled from a topographic map and have
 RJ0055.an estimated accuracy of +/- 6 seconds.
 RJ0055
 RJ0055.The orthometric height was determined by differential leveling
 RJ0055.and adjusted by the National Geodetic Survey in June 1991..
 RJ0055
 RJ0055.The geoid height was determined by GEOID03.
 RJ0055
 RJ0055;                    North         East    Units  Estimated Accuracy
 RJ0055;SPC MI N     -   149,410.    8,226,480.      MT  (+/- 180 meters Scaled)
 RJ0055
 RJ0055                          SUPERSEDED SURVEY CONTROL
 RJ0055
 RJ0055  NGVD 29 (??/??/92)  177.771  (m)          583.24   (f) ADJ UNCH    2 0
 RJ0055
 RJ0055.Superseded values are not recommended for survey control.
 RJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0055.See file dsdata.txt to determine how the superseded data were derived.
 RJ0055
 RJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS264082(NAD 83)
 RJ0055_MARKER: DB = BENCH MARK DISK
 RJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0055+STABILITY: SURFACE MOTION
 RJ0055
 RJ0055  HISTORY     - Date     Condition        Report By
 RJ0055  HISTORY     - UNK      MONUMENTED       MI-033
 RJ0055  HISTORY     - 1935     GOOD             NGS
 RJ0055  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0055
 RJ0055                          STATION DESCRIPTION
 RJ0055
 RJ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0055'AT RABER.
 RJ0055'AT RABER, CHIPPEWA COUNTY, 100 YARDS SOUTHWEST OF THE SHORELINE
 RJ0055'OF RABER BAY, 40 YARDS NORTH OF THE NORTHEAST CORNER OF THE 1934
 RJ0055'SITE OF THE GENERAL STORE AND POST OFFICE, 27 FEET NORTH OF A
 RJ0055'FOUR-CAR GARAGE, 27 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 RJ0055'2 YARDS EAST OF A FENCE.  A CHIPPEWA COUNTY STANDARD DISK,
 RJ0055'SET IN THE TOP OF A CONCRETE POST.
 RJ0055
 RJ0055                          STATION RECOVERY (1983)
 RJ0055
 RJ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0055'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0735 ***********************************************************************
 NE0735  DESIGNATION -  59 1/2
 NE0735  PID         -  NE0735
 NE0735  STATE/COUNTY-  MI/OAKLAND
 NE0735  USGS QUAD   -  SOUTH LYON (1983)
 NE0735
 NE0735                         *CURRENT SURVEY CONTROL
 NE0735  ___________________________________________________________________
 NE0735* NAD 83(1986)-  42 27 24.     (N)    083 39 11.     (W)     SCALED    
 NE0735* NAVD 88     -       280.139  (meters)     919.09   (feet)  ADJUSTED  
 NE0735  ___________________________________________________________________
 NE0735  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NE0735  DYNAMIC HT  -         280.059 (meters)     918.83  (feet)  COMP
 NE0735  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 NE0735
 NE0735  VERT ORDER  -  SECOND    CLASS 0
 NE0735
 NE0735.The horizontal coordinates were scaled from a topographic map and have
 NE0735.an estimated accuracy of +/- 6 seconds.
 NE0735
 NE0735.The orthometric height was determined by differential leveling
 NE0735.and adjusted by the National Geodetic Survey in June 1991..
 NE0735
 NE0735.The geoid height was determined by GEOID03.
 NE0735
 NE0735.The dynamic height is computed by dividing the NAVD 88
 NE0735.geopotential number by the normal gravity value computed on the
 NE0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0735.degrees latitude (g = 980.6199 gals.).
 NE0735
 NE0735.The modeled gravity was interpolated from observed gravity values.
 NE0735
 NE0735;                    North         East    Units  Estimated Accuracy
 NE0735;SPC MI S     -   106,510.    4,058,690.      MT  (+/- 180 meters Scaled)
 NE0735
 NE0735                          SUPERSEDED SURVEY CONTROL
 NE0735
 NE0735  NGVD 29 (??/??/92)  280.263  (m)          919.50   (f) ADJ UNCH    2 0
 NE0735
 NE0735.Superseded values are not recommended for survey control.
 NE0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0735.See file dsdata.txt to determine how the superseded data were derived.
 NE0735
 NE0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH818038(NAD 83)
 NE0735_MARKER: B = BOLT
 NE0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0735_STAMPING: 59-1/2
 NE0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0735+STABILITY: SURFACE MOTION
 NE0735
 NE0735  HISTORY     - Date     Condition        Report By
 NE0735  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0735  HISTORY     - 1938     GOOD             NGS
 NE0735  HISTORY     - 1973     GOOD             LOCSUR
 NE0735  HISTORY     - 20041222 MARK NOT FOUND   ADVGEO
 NE0735  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0735
 NE0735                          STATION DESCRIPTION
 NE0735
 NE0735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0735'0.6 MI W FROM SOUTH LYON.
 NE0735'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0735'STATION AT SOUTH LYON, OAKLAND COUNTY, 140 YARDS WEST OF A
 NE0735'DIRT-ROAD CROSSING, 57 YARDS WEST OF SIGNAL 3 LD, 16 YARDS
 NE0735'NORTHWEST OF A FARM-ROAD CROSSING, 15 YARDS NORTH OF THE NORTH
 NE0735'RAIL, 6 FEET SOUTHWEST OF AN APPLE TREE, AND ABOUT 5 FEET LOWER
 NE0735'THAN THE TRACK.  A COPPER BOLT, STAMPED 59-1/2 AND SET IN THE
 NE0735'TOP OF A CONCRETE POST.  NOTE-- CHANGE SIGNAL 3LD TO NO. 594,
 NE0735'CHANGE 16YDS. NORTHWEST OF A FARM ROAD CROSSING TO 16YDS. NW
 NE0735'OF WASHINGTON ST. CROSSING.  CHANGE 140YDS. WEST OF DIRT ROAD
 NE0735'CROSSING TO 140 YDS. WEST OF PONTIAC ROAD CROSSING.
 NE0735
 NE0735                          STATION RECOVERY (1973)
 NE0735
 NE0735'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0735'RECOVERED IN GOOD CONDITION.
 NE0735
 NE0735                          STATION RECOVERY (2004)
 NE0735
 NE0735'RECOVERY NOTE BY ADVANCED GEOMATICS 2004
 NE0735'RAILROAD TRACKS REMOVED FOR RAILS TO TRAILS PROGRAM.  ORIGINAL DIRT
 NE0735'ROADS NOW HAVE A BITUMINOUS SURFACE.  SURROUNDING SURFACE AREAS HAVE
 NE0735'BEEN RAISED AND LEVELED APPROX. 3-4 FEET.  THIS AREA IS NOW A CITY
 NE0735'PARK.
 NE0735
 NE0735                          STATION RECOVERY (2006)
 NE0735
 NE0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0349 ***********************************************************************
 OK0349  DESIGNATION -  59 1/2
 OK0349  PID         -  OK0349
 OK0349  STATE/COUNTY-  MI/KENT
 OK0349  USGS QUAD   -  CEDAR SPRINGS (1972)
 OK0349
 OK0349                         *CURRENT SURVEY CONTROL
 OK0349  ___________________________________________________________________
 OK0349* NAD 83(1986)-  43 12 31.     (N)    085 36 36.     (W)     SCALED    
 OK0349* NAVD 88     -       263.011  (meters)     862.90   (feet)  ADJUSTED  
 OK0349  ___________________________________________________________________
 OK0349  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 OK0349  DYNAMIC HT  -         262.950 (meters)     862.70  (feet)  COMP
 OK0349  MODELED GRAV-     980,381.5   (mgal)                       NAVD 88
 OK0349
 OK0349  VERT ORDER  -  SECOND    CLASS 0
 OK0349
 OK0349.The horizontal coordinates were scaled from a topographic map and have
 OK0349.an estimated accuracy of +/- 6 seconds.
 OK0349
 OK0349.The orthometric height was determined by differential leveling
 OK0349.and adjusted by the National Geodetic Survey in June 1991..
 OK0349
 OK0349.The geoid height was determined by GEOID03.
 OK0349
 OK0349.The dynamic height is computed by dividing the NAVD 88
 OK0349.geopotential number by the normal gravity value computed on the
 OK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0349.degrees latitude (g = 980.6199 gals.).
 OK0349
 OK0349.The modeled gravity was interpolated from observed gravity values.
 OK0349
 OK0349;                    North         East    Units  Estimated Accuracy
 OK0349;SPC MI S     -   190,540.    3,898,970.      MT  (+/- 180 meters Scaled)
 OK0349
 OK0349                          SUPERSEDED SURVEY CONTROL
 OK0349
 OK0349  NGVD 29 (??/??/92)  263.138  (m)          863.31   (f) ADJ UNCH    2 0
 OK0349
 OK0349.Superseded values are not recommended for survey control.
 OK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0349.See file dsdata.txt to determine how the superseded data were derived.
 OK0349
 OK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN129849(NAD 83)
 OK0349_MARKER: Z = SEE DESCRIPTION
 OK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0349_STAMPING: 59 1/2
 OK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0349+STABILITY: SURFACE MOTION
 OK0349
 OK0349  HISTORY     - Date     Condition        Report By
 OK0349  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0349  HISTORY     - 1934     GOOD             NGS
 OK0349  HISTORY     - 1965     GOOD             USGS
 OK0349
 OK0349                          STATION DESCRIPTION
 OK0349
 OK0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0349'3 MI W FROM CEDAR SPRINGS.
 OK0349'3.0 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 OK0349'THE STATION AT CEDAR SPRINGS, KENT COUNTY, 70 YARDS EAST OF THE
 OK0349'CENTER OF A GRAVEL-ROAD CROSSING, 40 FEET SOUTH OF THE SOUTH
 OK0349'RAIL, 1 FOOT NORTH OF A FENCE LINE, AND ABOUT 2 FEET HIGHER
 OK0349'THAN THE TOP OF THE RAIL.  A BRASS PLUG, STAMPED 59 1/2 AND
 OK0349'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 OK0349'ABOVE GROUND.
 OK0349
 OK0349                          STATION RECOVERY (1965)
 OK0349
 OK0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6826 ***********************************************************************
 AA6826  DESIGNATION -  59 250
 AA6826  PID         -  AA6826
 AA6826  STATE/COUNTY-  MI/WAYNE
 AA6826  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6826
 AA6826                         *CURRENT SURVEY CONTROL
 AA6826  ___________________________________________________________________
 AA6826* NAD 83(1994)-  42 24 18.28283(N)    083 01 22.67066(W)     ADJUSTED  
 AA6826* NAVD 88     -       191.4    (meters)     628.     (feet)  GPS OBS   
 AA6826  ___________________________________________________________________
 AA6826  X           -     572,967.751 (meters)                     COMP
 AA6826  Y           -  -4,681,960.558 (meters)                     COMP
 AA6826  Z           -   4,279,040.899 (meters)                     COMP
 AA6826  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AA6826  ELLIP HEIGHT-         157.14  (meters)          (07/12/02) GPS OBS
 AA6826  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AA6826
 AA6826  HORZ ORDER  -  FIRST
 AA6826  ELLP ORDER  -  FOURTH    CLASS I
 AA6826
 AA6826.This mark is at Detroit City Airport (DET)
 AA6826
 AA6826.The horizontal coordinates were established by GPS observations
 AA6826.and adjusted by the National Geodetic Survey in February 1997..
 AA6826
 AA6826.The orthometric height was determined by GPS observations and a
 AA6826.high-resolution geoid model.
 AA6826
 AA6826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6826
 AA6826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6826
 AA6826.The ellipsoidal height was determined by GPS observations
 AA6826.and is referenced to NAD 83.
 AA6826
 AA6826.The geoid height was determined by GEOID03.
 AA6826
 AA6826;                    North         East     Units Scale Factor Converg.
 AA6826;SPC MI S     -   101,416.729 4,110,606.794   MT  0.99994174   +0 54 51.9
 AA6826;SPC MI S     -   332,732.05 13,486,242.76   iFT  0.99994174   +0 54 51.9
 AA6826;UTM  17      - 4,696,735.541   333,526.492   MT  0.99994099   -1 21 52.3
 AA6826
 AA6826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6826!SPC MI S     -   0.99997536  x   0.99994174  =   0.99991710
 AA6826!UTM  17      -   0.99997536  x   0.99994099  =   0.99991635
 AA6826
 AA6826                          SUPERSEDED SURVEY CONTROL
 AA6826
 AA6826  ELLIP H (02/03/97)  157.18   (m)                       GP(       ) 4 1
 AA6826  NAD 83(1986)-  42 24 18.28724(N)    083 01 22.70228(W) AD(       ) 1
 AA6826
 AA6826.Superseded values are not recommended for survey control.
 AA6826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6826.See file dsdata.txt to determine how the superseded data were derived.
 AA6826
 AA6826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3352696736(NAD 83)
 AA6826_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6826_STAMPING: 59-250 1960
 AA6826_MARK LOGO: MI-163
 AA6826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6826+STABILITY: SURFACE MOTION
 AA6826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6826+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6826
 AA6826  HISTORY     - Date     Condition        Report By
 AA6826  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6826
 AA6826                          STATION DESCRIPTION
 AA6826
 AA6826'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6826'STATION IS LOCATED ON THE WEST SIDE OF THE DETROIT CITY AIRPORT ON VAN
 AA6826'DYKE ROAD AT LYNCH STREET. TO REACH FROM THE INTERSECTION OF
 AA6826'INTERSTATE I-94 AND M-53 (VAN DYKE) PROCEED NORTH 1.5 MILESON VAN DYKE
 AA6826'TO LYNCH STREET AND THE STATION IN THE NORTHEAST QUADRANT. THE STATION
 AA6826'IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6826'DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX AND SET
 AA6826'FLUSH WITH THE TOP OF SIDEWALK. THE MONUMENT IS IN THE CENTERLINE
 AA6826'INTERSECTION OF TWO SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1295 ***********************************************************************
 RJ1295  DESIGNATION -  59 C6M 135
 RJ1295  PID         -  RJ1295
 RJ1295  STATE/COUNTY-  MI/CHIPPEWA
 RJ1295  USGS QUAD   -  OAK RIDGE (1976)
 RJ1295
 RJ1295                         *CURRENT SURVEY CONTROL
 RJ1295  ___________________________________________________________________
 RJ1295* NAD 83(1994)-  46 18 51.59003(N)    084 07 55.73163(W)     ADJUSTED  
 RJ1295* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 RJ1295  ___________________________________________________________________
 RJ1295  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 RJ1295  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ1295
 RJ1295  HORZ ORDER  -  SECOND
 RJ1295
 RJ1295.The horizontal coordinates were established by classical geodetic methods
 RJ1295.and adjusted by the National Geodetic Survey in February 1997..
 RJ1295
 RJ1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1295
 RJ1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1295
 RJ1295.The geoid height was determined by GEOID03.
 RJ1295
 RJ1295;                    North         East     Units Scale Factor Converg.
 RJ1295;SPC MI N     -   174,156.164 8,220,822.361   MT  0.99990296   +2 04 22.3
 RJ1295;SPC MI N     -   571,378.49 26,971,201.97   iFT  0.99990296   +2 04 22.3
 RJ1295;UTM  16      - 5,132,970.369   720,799.494   MT  1.00019933   +2 04 28.9
 RJ1295
 RJ1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1295!SPC MI N     -   0.99997748  x   0.99990296  =   0.99988044
 RJ1295!UTM  16      -   0.99997748  x   1.00019933  =   1.00017680
 RJ1295
 RJ1295                          SUPERSEDED SURVEY CONTROL
 RJ1295
 RJ1295  NAD 83(1986)-  46 18 51.58247(N)    084 07 55.72852(W) AD(       ) 2
 RJ1295  NGVD 29 (05/22/90)  180.     (m)          591.     (f) VERT ANG       
 RJ1295
 RJ1295.Superseded values are not recommended for survey control.
 RJ1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1295.See file dsdata.txt to determine how the superseded data were derived.
 RJ1295
 RJ1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2079932970(NAD 83)
 RJ1295_MARKER: DS = TRIANGULATION STATION DISK
 RJ1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1295+STABILITY: SURFACE MOTION
 RJ1295
 RJ1295  HISTORY     - Date     Condition        Report By
 RJ1295  HISTORY     - 1988     MONUMENTED       USE
 RJ1295
 RJ1295                          STATION DESCRIPTION
 RJ1295
 RJ1295'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1295'THE STATION IS LOCATED ABOUT 26.2 KM (16.3 MI) SOUTHEAST OF SAULT STE
 RJ1295'MARIE,
 RJ1295'37.7 KM (23.4 MI) EAST-NORTHEAST OF RUDYARD AND 39.9 KM (24.8 MI)
 RJ1295'NORTH-NORTHWEST
 RJ1295'OF DETOUR VILLAGE IN SEC 12, T45N-R2E ON AN ISLAND
 RJ1295'REFERRED TO AS CCN-40.
 RJ1295'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1295'
 RJ1295'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1295'MI,
 RJ1295'TRAVEL EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN
 RJ1295'LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE
 RJ1295'BRIDGE CROSSING THE
 RJ1295'CHARLOTTE RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO A GRAVEL
 RJ1295'ROAD TO PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 30 MINUTES
 RJ1295'ALONG MIDDLE NEEBISH CHANNEL TO SMALL MAN-MADE ISLAND ON THE SOUTH
 RJ1295'SIDE OF CHANNEL AND THE STATION.
 RJ1295'
 RJ1295'THE STATION IS A STANDARD COE
 RJ1295'DISK SET INTO A CONCRETE MONUMENT LOCATED ON THE HIGHEST POINT ON
 RJ1295'THE ISLAND
 RJ1295'UNDER A LARGE RUSTED TRIPOD WITH NO BOARDS.
 RJ1295'
 RJ1295'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0933 ***********************************************************************
 RJ0933  DESIGNATION -  59 NEEBISH
 RJ0933  PID         -  RJ0933
 RJ0933  STATE/COUNTY-  MI/CHIPPEWA
 RJ0933  USGS QUAD   -  OAK RIDGE (1976)
 RJ0933
 RJ0933                         *CURRENT SURVEY CONTROL
 RJ0933  ___________________________________________________________________
 RJ0933* NAD 83(1994)-  46 18 39.70218(N)    084 07 40.29692(W)     ADJUSTED  
 RJ0933* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 RJ0933  ___________________________________________________________________
 RJ0933  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 RJ0933  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0933
 RJ0933  HORZ ORDER  -  SECOND
 RJ0933
 RJ0933.The horizontal coordinates were established by classical geodetic methods
 RJ0933.and adjusted by the National Geodetic Survey in February 1997..
 RJ0933
 RJ0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0933
 RJ0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0933
 RJ0933.The geoid height was determined by GEOID03.
 RJ0933
 RJ0933;                    North         East     Units Scale Factor Converg.
 RJ0933;SPC MI N     -   173,801.331 8,221,165.640   MT  0.99990293   +2 04 33.4
 RJ0933;SPC MI N     -   570,214.34 26,972,328.22   iFT  0.99990293   +2 04 33.4
 RJ0933;UTM  16      - 5,132,615.442   721,142.886   MT  1.00020119   +2 04 39.7
 RJ0933
 RJ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0933!SPC MI N     -   0.99997792  x   0.99990293  =   0.99988085
 RJ0933!UTM  16      -   0.99997792  x   1.00020119  =   1.00017911
 RJ0933
 RJ0933:                Primary Azimuth Mark                     Grid Az
 RJ0933:SPC MI N     -  DOCK IBC 1944                            008 32 12.3
 RJ0933:UTM  16      -  DOCK IBC 1944                            008 32 06.0
 RJ0933
 RJ0933|---------------------------------------------------------------------|
 RJ0933| PID    Reference Object                     Distance      Geod. Az  |
 RJ0933|                                                           dddmmss.s |
 RJ0933| RJ0931 DOCK IBC 1944                       APPROX. 0.9 KM 0103645.7 |
 RJ0933| RJ0916 HARWOOD PT FRONT RNG RED LIGHT      APPROX. 1.3 KM 0245628.4 |
 RJ0933| RJ0912 HARWOOD PT FRNT RNG WHITE LGHT      APPROX. 1.3 KM 0272227.3 |
 RJ0933| RJ0929 STRIBLING PT FRONT RNG LIGHT        APPROX. 1.2 KM 0794227.7 |
 RJ0933|---------------------------------------------------------------------|
 RJ0933
 RJ0933                          SUPERSEDED SURVEY CONTROL
 RJ0933
 RJ0933  NAD 83(1986)-  46 18 39.69409(N)    084 07 40.29402(W) AD(       ) 2
 RJ0933  NAD 83(1986)-  46 18 39.68439(N)    084 07 40.30461(W) AD(       ) 1
 RJ0933  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ0933
 RJ0933.Superseded values are not recommended for survey control.
 RJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0933.See file dsdata.txt to determine how the superseded data were derived.
 RJ0933
 RJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2114332615(NAD 83)
 RJ0933_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0933_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0933+STABILITY: SURFACE MOTION
 RJ0933
 RJ0933  HISTORY     - Date     Condition        Report By
 RJ0933  HISTORY     - 1894     MONUMENTED       USLS
 RJ0933  HISTORY     - 1968     GOOD             USE
 RJ0933  HISTORY     - 1987     GOOD             NOS
 RJ0933  HISTORY     - 1988     GOOD             USE
 RJ0933  HISTORY     - 19940719 GOOD             USPSQD
 RJ0933
 RJ0933                          STATION DESCRIPTION
 RJ0933
 RJ0933'DESCRIBED BY US LAKE SURVEY 1894
 RJ0933'ON HEN ISLAND IN THE NW PART OF LITTLE MUD LAKE, NEAR THE OUTLET OF
 RJ0933'MIDDLE NEEBISH CHANNEL.  IT IS 9.3 FEET SW OF THE NEAREST POINT OF
 RJ0933'THE STEEL RANGE IN A CONCRETE BASE WHICH FORMS THE FRONT RANGE FOR
 RJ0933'THE LOWER REACH OF THE EAST NEEBISH CHANNEL.  IT IS 60 FEET FROM THE
 RJ0933'E END OF THE ISLAND AND 30 FEET SW OF THE WATER AT THE NEAREST POINT.
 RJ0933'IT IS USED AS A BUOY STATION FOR PLACING BUOYS.
 RJ0933'
 RJ0933'STATION MARK IS A 1/2-INCH DRILL HOLE IN A SQUARED STONE 15 INCHES
 RJ0933'BELOW THE SURFACE OF THE GROUND.  A STANDARD I B C BRONZE DISK SET
 RJ0933'IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER BY 20 INCHES LONG IS
 RJ0933'PLUMBED OVER THE STATION, WITH THE TOP 5 INCHES ABOVE GROUND IN A
 RJ0933'CAIRN.  A 15-FOOT WHITE TRIPOD WITH AN OBSERVING PLATFORM IS OVER
 RJ0933'THE STATION.
 RJ0933
 RJ0933                          STATION RECOVERY (1968)
 RJ0933
 RJ0933'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0933'RECOVERED IN GOOD CONDITION.
 RJ0933
 RJ0933                          STATION RECOVERY (1987)
 RJ0933
 RJ0933'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ0933'THE STATION WAS RECOVERED AT THIS DATE.
 RJ0933'THE STATION WAS USED AS A CLOSING STATION FOR A TRAVERSE
 RJ0933'FROM SAULT STE MARIE.
 RJ0933'
 RJ0933'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0933'
 RJ0933'RECOVERED BY R DECROIX.
 RJ0933
 RJ0933                          STATION RECOVERY (1988)
 RJ0933
 RJ0933'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ0933'THE STATION IS LOCATED ABOUT 26.7 KM (16.6 MI) SOUTHEAST OF SAULT STE
 RJ0933'MARIE,
 RJ0933'37.8 KM (23.5 MI) EAST-NORTHEAST OF RUDYARD,
 RJ0933'39.4 KM (24.5 MI) NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ0933'IN SEC 12, T45N-R2E ON SMALL ISLAND
 RJ0933'REFERRED TO AS CCN-39 AKA CHICKEN ISLAND.
 RJ0933'OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ0933'
 RJ0933'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI,  GO
 RJ0933'EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ0933'TURN LEFT AND GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE
 RJ0933'BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE
 RJ0933'TURN RIGHT AND GO EAST ONTO A GRAVEL ROAD AND
 RJ0933'FOLLOW IT TO THE PUBLIC BOAT LAUNCH. BY BOAT TRAVEL
 RJ0933'UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO THE MUNUSCONG
 RJ0933'CHANNEL, CONTINUE GOING UPRIVER FOR 5 MINUTES AROUND A MAN MADE
 RJ0933'ISLAND TO A SMALLER ISLAND CALLED CHICKEN ISLAND WHERE THE STATION
 RJ0933'IS LOCATED.
 RJ0933'
 RJ0933'THE STATION IS A STANDARD IBC DISK
 RJ0933'THAT IS ---UNSTAMPED---,
 RJ0933'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ0933'15 CM IN DIAMETER FLUSH WITH GROUND  LOCATED
 RJ0933'4.6 METERS (15 FT) FROM
 RJ0933'THE WATER,
 RJ0933'2.9 METERS (9.5 FT) WEST FROM AN ABANDONED NAVIGATION LIGHT SLAB.
 RJ0933'
 RJ0933'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ0933
 RJ0933                          STATION RECOVERY (1994)
 RJ0933
 RJ0933'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1296 ***********************************************************************
 RJ1296  DESIGNATION -  59 R C7M 081
 RJ1296  PID         -  RJ1296
 RJ1296  STATE/COUNTY-  MI/CHIPPEWA
 RJ1296  USGS QUAD   -  OAK RIDGE (1976)
 RJ1296
 RJ1296                         *CURRENT SURVEY CONTROL
 RJ1296  ___________________________________________________________________
 RJ1296* NAD 83(1994)-  46 17 31.30320(N)    084 07 34.91540(W)     ADJUSTED  
 RJ1296* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 RJ1296  ___________________________________________________________________
 RJ1296  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 RJ1296  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1296
 RJ1296  HORZ ORDER  -  SECOND
 RJ1296
 RJ1296.The horizontal coordinates were established by classical geodetic methods
 RJ1296.and adjusted by the National Geodetic Survey in February 1997..
 RJ1296
 RJ1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1296
 RJ1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1296
 RJ1296.The geoid height was determined by GEOID03.
 RJ1296
 RJ1296;                    North         East     Units Scale Factor Converg.
 RJ1296;SPC MI N     -   171,695.140 8,221,357.236   MT  0.99990284   +2 04 37.3
 RJ1296;SPC MI N     -   563,304.27 26,972,956.81   iFT  0.99990284   +2 04 37.3
 RJ1296;UTM  16      - 5,130,508.626   721,334.591   MT  1.00020224   +2 04 41.2
 RJ1296
 RJ1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1296!SPC MI N     -   0.99997795  x   0.99990284  =   0.99988079
 RJ1296!UTM  16      -   0.99997795  x   1.00020224  =   1.00018019
 RJ1296
 RJ1296                          SUPERSEDED SURVEY CONTROL
 RJ1296
 RJ1296  NAD 83(1986)-  46 17 31.29498(N)    084 07 34.91423(W) AD(       ) 2
 RJ1296  NGVD 29 (05/22/90)  177.3    (m)          582.     (f) VERT ANG       
 RJ1296
 RJ1296.Superseded values are not recommended for survey control.
 RJ1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1296.See file dsdata.txt to determine how the superseded data were derived.
 RJ1296
 RJ1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2133530509(NAD 83)
 RJ1296_MARKER: DS = TRIANGULATION STATION DISK
 RJ1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1296+STABILITY: SURFACE MOTION
 RJ1296
 RJ1296  HISTORY     - Date     Condition        Report By
 RJ1296  HISTORY     - 1988     MONUMENTED       USE
 RJ1296
 RJ1296                          STATION DESCRIPTION
 RJ1296
 RJ1296'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1296'THE STATION IS LOCATED ABOUT 28.5 KM (17.7 MI) SOUTHEAST OF SAULT STE
 RJ1296'MARIE, 37.5 KM (23.3 MI) EAST-NORTHEAST OF RUDYARD AND 37.5 KM
 RJ1296'(23.3 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 4,
 RJ1296'SEC
 RJ1296'13, T45N-R2E.
 RJ1296'OWNERSHIP---EDIE, THERON AND RACHEL
 RJ1296'
 RJ1296'TO REACH STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL EAST
 RJ1296'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND
 RJ1296'TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE
 RJ1296'TO BRIDGE CROSSING THE CHARLOTTE
 RJ1296'RIVER. AT THE NORTH END OF BRIDGE TURN RIGHT ONTO A GRAVEL ROAD TO
 RJ1296'THE PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG
 RJ1296'MIDDLE NEEBISH CHANNEL TO THE MUNUSCONG CHANNEL, THEN KEEP
 RJ1296'TRAVELING UPRIVER FOR 9 MINUTES TO WEST SIDE OF CHANNEL WHERE
 RJ1296'STATION IS LOCATED.
 RJ1296'
 RJ1296'THE STATION IS A STANDARD COE DISK EMBEDDED IN CONCRETE LOCATED
 RJ1296'UNDER A WHITE TRIPOD ON FIELD POINT AND 13.4 METERS (44 FT) FROM
 RJ1296'EDGE OF WATER.
 RJ1296'
 RJ1296'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0850 ***********************************************************************
 OJ0850  DESIGNATION -  59 USE
 OJ0850  PID         -  OJ0850
 OJ0850  STATE/COUNTY-  MI/HURON
 OJ0850  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0850
 OJ0850                         *CURRENT SURVEY CONTROL
 OJ0850  ___________________________________________________________________
 OJ0850* NAD 83(1994)-  43 50 29.11448(N)    082 38 39.73678(W)     ADJUSTED  
 OJ0850* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 OJ0850  ___________________________________________________________________
 OJ0850  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OJ0850  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0850
 OJ0850  HORZ ORDER  -  SECOND
 OJ0850
 OJ0850.The horizontal coordinates were established by classical geodetic methods
 OJ0850.and adjusted by the National Geodetic Survey in February 1997..
 OJ0850
 OJ0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0850
 OJ0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0850
 OJ0850.The geoid height was determined by GEOID03.
 OJ0850
 OJ0850;                    North         East     Units Scale Factor Converg.
 OJ0850;SPC MI S     -   261,512.103 4,138,502.920   MT  1.00004643   +1 10 19.5
 OJ0850;SPC MI S     -   857,979.34 13,577,765.49   iFT  1.00004643   +1 10 19.5
 OJ0850;UTM  17      - 4,855,574.111   367,812.593   MT  0.99981492   -1 08 21.0
 OJ0850
 OJ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0850!SPC MI S     -   0.99997768  x   1.00004643  =   1.00002411
 OJ0850!UTM  17      -   0.99997768  x   0.99981492  =   0.99979260
 OJ0850
 OJ0850:                Primary Azimuth Mark                     Grid Az
 OJ0850:SPC MI S     -  HURON A POINT                            013 44 09.2
 OJ0850:UTM  17      -  HURON A POINT                            016 02 49.7
 OJ0850
 OJ0850|---------------------------------------------------------------------|
 OJ0850| PID    Reference Object                     Distance      Geod. Az  |
 OJ0850|                                                           dddmmss.s |
 OJ0850| OJ0858 HURON A POINT                       APPROX. 0.5 KM 0145428.7 |
 OJ0850| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 0.6 KM 3181345.2 |
 OJ0850| OJ0859 HURON                               APPROX. 0.5 KM 3481031.1 |
 OJ0850|---------------------------------------------------------------------|
 OJ0850
 OJ0850                          SUPERSEDED SURVEY CONTROL
 OJ0850
 OJ0850  NAD 83(1986)-  43 50 29.09978(N)    082 38 39.76116(W) AD(       ) 2
 OJ0850  NAD 27      -  43 50 29.04288(N)    082 38 40.02284(W) AD(       ) 2
 OJ0850  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 OJ0850
 OJ0850.Superseded values are not recommended for survey control.
 OJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0850.See file dsdata.txt to determine how the superseded data were derived.
 OJ0850
 OJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6781355574(NAD 83)
 OJ0850_MARKER: B = BOLT
 OJ0850_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0850
 OJ0850  HISTORY     - Date     Condition        Report By
 OJ0850  HISTORY     - 1980     MONUMENTED       NOS
 OJ0850  HISTORY     - 1986     MARK NOT FOUND   LOCENG
 OJ0850
 OJ0850                          STATION DESCRIPTION
 OJ0850
 OJ0850'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0850'THE STATION IS LOCATED IN HARBOR BEACH NEAR THE EAST END OF
 OJ0850'THE MUNICIPAL PIER AT THE FOOT OF TRESCOTT STREET.
 OJ0850'
 OJ0850'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142 IN
 OJ0850'HARBOR BEACH GO SOUTH ON HIGHWAY M25 FOR TWO BLOCKS TO
 OJ0850'TRESCOTT STREET.  TURN LEFT ON TRESCOTT STREET AND GO EAST TO
 OJ0850'THE END OF THE ROAD.  WALK OUT TO THE END OF THE DOCK AND THE
 OJ0850'STATION.
 OJ0850'
 OJ0850'THE STATION IS THE CENTER PUNCH MARK ON THE TOP OF A 2 CM
 OJ0850'HEXAGONAL STEEL BOLT FLUSH WITH THE WOOD DOCK PLANKING.
 OJ0850'IT IS LOCATED
 OJ0850'5.70 METERS (18.7 FT) SOUTHEAST FROM A LIGHTPOST.
 OJ0850'2.48 METERS (8.14 FT) SOUTH FROM THE EAST INNER STEEL BEAM
 OJ0850'SUPPORT OF THE STEEL WALKWAY ON THE NORTH SIDE OF THE DOCK.
 OJ0850'1.09 METERS (3.57 FT) NORTH FROM THE EAST INNER STEEL BEAM
 OJ0850'SUPPORT OF THE STEEL WALKWAY ON THE SOUTH SIDE OF THE DOCK.
 OJ0850'
 OJ0850'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.54 METERS.
 OJ0850'
 OJ0850'DESCRIBED BY T. KUCHCIAK.
 OJ0850
 OJ0850                          STATION RECOVERY (1986)
 OJ0850
 OJ0850'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1986 (DH)
 OJ0850'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0349 ***********************************************************************
 PK0349  DESIGNATION -  59 WPR
 PK0349  PID         -  PK0349
 PK0349  STATE/COUNTY-  MI/IOSCO
 PK0349  USGS QUAD   -  SOUTH BRANCH (1968)
 PK0349
 PK0349                         *CURRENT SURVEY CONTROL
 PK0349  ___________________________________________________________________
 PK0349* NAD 83(1994)-  44 28 06.14229(N)    083 53 07.14776(W)     ADJUSTED  
 PK0349* NAVD 88     -       285.6    (meters)     937.     (feet)  GPS OBS   
 PK0349  ___________________________________________________________________
 PK0349  X           -     485,656.693 (meters)                     COMP
 PK0349  Y           -  -4,533,410.091 (meters)                     COMP
 PK0349  Z           -   4,445,556.340 (meters)                     COMP
 PK0349  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 PK0349  ELLIP HEIGHT-         250.56  (meters)          (07/17/02) GPS OBS
 PK0349  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 PK0349
 PK0349  HORZ ORDER  -  FIRST
 PK0349  ELLP ORDER  -  FOURTH    CLASS I
 PK0349
 PK0349.The horizontal coordinates were established by GPS observations
 PK0349.and adjusted by the National Geodetic Survey in February 1997..
 PK0349
 PK0349.The orthometric height was determined by GPS observations and a
 PK0349.high-resolution geoid model.
 PK0349
 PK0349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0349
 PK0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0349
 PK0349.The ellipsoidal height was determined by GPS observations
 PK0349.and is referenced to NAD 83.
 PK0349
 PK0349.The geoid height was determined by GEOID03.
 PK0349
 PK0349;                    North         East     Units Scale Factor Converg.
 PK0349;SPC MI C     -   128,092.149 6,038,299.812   MT  0.99994686   +0 20 24.1
 PK0349;SPC MI C     -   420,249.83 19,810,694.92   iFT  0.99994686   +0 20 24.1
 PK0349;UTM  17      - 4,927,945.911   270,497.749   MT  1.00024779   -2 01 19.5
 PK0349
 PK0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0349!SPC MI C     -   0.99996071  x   0.99994686  =   0.99990758
 PK0349!UTM  17      -   0.99996071  x   1.00024779  =   1.00020849
 PK0349
 PK0349                          SUPERSEDED SURVEY CONTROL
 PK0349
 PK0349  NAD 83(1986)-  44 28 06.13266(N)    083 53 07.15329(W) AD(       ) 1
 PK0349
 PK0349.Superseded values are not recommended for survey control.
 PK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0349.See file dsdata.txt to determine how the superseded data were derived.
 PK0349
 PK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7049827946(NAD 83)
 PK0349_MARKER: DE = TRAVERSE STATION DISK
 PK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0349_SP_SET: SQUARE CONCRETE MONUMENT
 PK0349_STAMPING: 59 WPR 1965
 PK0349_MARK LOGO: USGS  
 PK0349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0349+STABILITY: SURFACE MOTION
 PK0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0349+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1991
 PK0349
 PK0349  HISTORY     - Date     Condition        Report By
 PK0349  HISTORY     - 1965     MONUMENTED       USGS
 PK0349  HISTORY     - 19910801 GOOD             USFS
 PK0349
 PK0349                          STATION DESCRIPTION
 PK0349
 PK0349'DESCRIBED BY US FOREST SERVICE 1991
 PK0349'FROM THE INTERSECTION OF F-17 AND EAST COUNTY LINE ROAD FOR OGEMAW
 PK0349'COUNTY OR SOUTH BRANCH ROAD IN IOSCO COUNTY, AT THE POST OFFICE IN
 PK0349'SOUTH BRANCH PROCEED NORTH ON SOUTH BRANCH ROAD, 0.22 MI (0.35 KM) TO
 PK0349'THE STATION ON RIGHT, 52 FT (15.8 M) EAST OF THE CENTERLINE OF SOUTH
 PK0349'BRANCH ROAD, 43 FT (13.1 M) NORTH OF THE NORTHWEST CORNER OF A
 PK0349'CONCRETE BLOCK AIRCRAFT HANGER, 1 FT (0.3 M) SOUTH OF A FIBERGLASS
 PK0349'SURVEY MARKER POST, 0.5 FT (0.2 M) WEST OF A METAL SURVEY MARKER POST,
 PK0349'MAP POSITION IS NEAR THE SOUTH 1/16 CORNER ON THE WEST LINE OF SECTION
 PK0349'18 T24N R5E. STATI0N CONSISTS OF A STANDARD 3 3/4 INCH DISK SET INTO
 PK0349'THE TOP OF A 7 INCH SQUARE CONCRETE POST, PROJECTING 6 INCHES ABOVE
 PK0349'GROUND.  I DO NOT HAVE THE ORIGINAL STATION DESCRIPTION, SO I AM
 PK0349'UNAWARE OF ANY UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0084 ***********************************************************************
 NG0084  DESIGNATION -  590.68
 NG0084  PID         -  NG0084
 NG0084  STATE/COUNTY-  MI/BERRIEN
 NG0084  USGS QUAD   -  BENTON HARBOR (1980)
 NG0084
 NG0084                         *CURRENT SURVEY CONTROL
 NG0084  ___________________________________________________________________
 NG0084* NAD 83(1986)-  42 06 58.     (N)    086 28 08.     (W)     SCALED    
 NG0084* NAVD 88     -       179.672  (meters)     589.47   (feet)  ADJUSTED  
 NG0084  ___________________________________________________________________
 NG0084  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NG0084  DYNAMIC HT  -         179.613 (meters)     589.28  (feet)  COMP
 NG0084  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NG0084
 NG0084  VERT ORDER  -  SECOND    CLASS 0
 NG0084
 NG0084.The horizontal coordinates were scaled from a topographic map and have
 NG0084.an estimated accuracy of +/- 6 seconds.
 NG0084
 NG0084.The orthometric height was determined by differential leveling
 NG0084.and adjusted by the National Geodetic Survey in June 1991..
 NG0084
 NG0084.The geoid height was determined by GEOID03.
 NG0084
 NG0084.The dynamic height is computed by dividing the NAVD 88
 NG0084.geopotential number by the normal gravity value computed on the
 NG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0084.degrees latitude (g = 980.6199 gals.).
 NG0084
 NG0084.The modeled gravity was interpolated from observed gravity values.
 NG0084
 NG0084;                    North         East    Units  Estimated Accuracy
 NG0084;SPC MI S     -    70,610.    3,826,170.      MT  (+/- 180 meters Scaled)
 NG0084
 NG0084                          SUPERSEDED SURVEY CONTROL
 NG0084
 NG0084  NGVD 29 (??/??/92)  179.821  (m)          589.96   (f) ADJ UNCH    2 0
 NG0084
 NG0084.Superseded values are not recommended for survey control.
 NG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0084.See file dsdata.txt to determine how the superseded data were derived.
 NG0084
 NG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM439628(NAD 83)
 NG0084_MARKER: Q = CHISELED SQUARE
 NG0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0084_SP_SET: ABUTMENT
 NG0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0084
 NG0084  HISTORY     - Date     Condition        Report By
 NG0084  HISTORY     - UNK      MONUMENTED       USGS
 NG0084  HISTORY     - 1934     GOOD             NGS
 NG0084  HISTORY     - 1969     MARK NOT FOUND   USGS
 NG0084  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0084
 NG0084                          STATION DESCRIPTION
 NG0084
 NG0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0084'0.8 MI S FROM BENTON HARBOR.
 NG0084'0.76 MILE SOUTH ALONG THE PERE MARQUETTE RAILWAY FROM THE
 NG0084'STATION AT BENTON HARBOR, BERRIEN COUNTY, AT THE BRIDGE OVER
 NG0084'PAW PAW RIVER, ON THE TOP OF THE SOUTH END OF THE WEST ABUTMENT,
 NG0084'2 YARDS SOUTH OF THE SOUTH RAIL OF THE EAST-BOUND TRACK, AND
 NG0084'ABOUT 2 INCHES LOWER THAN THE BASE OF THE RAIL.  A CHISELED
 NG0084'SQUARE.
 NG0084
 NG0084                          STATION RECOVERY (1969)
 NG0084
 NG0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 NG0084'MARK NOT FOUND.
 NG0084
 NG0084                          STATION RECOVERY (1985)
 NG0084
 NG0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0084'THE ABUTMENT HAS BEEN COVERED WITH NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0095 ***********************************************************************
 OK0095  DESIGNATION -  596 MICH
 OK0095  PID         -  OK0095
 OK0095  STATE/COUNTY-  MI/SAGINAW
 OK0095  USGS QUAD   -  ST CHARLES (1975)
 OK0095
 OK0095                         *CURRENT SURVEY CONTROL
 OK0095  ___________________________________________________________________
 OK0095* NAD 83(1986)-  43 17 38.     (N)    084 08 25.     (W)     SCALED    
 OK0095* NAVD 88     -       181.345  (meters)     594.96   (feet)  ADJUSTED  
 OK0095  ___________________________________________________________________
 OK0095  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 OK0095  DYNAMIC HT  -         181.307 (meters)     594.84  (feet)  COMP
 OK0095  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 OK0095
 OK0095  VERT ORDER  -  SECOND    CLASS 0
 OK0095
 OK0095.The horizontal coordinates were scaled from a topographic map and have
 OK0095.an estimated accuracy of +/- 6 seconds.
 OK0095
 OK0095.The orthometric height was determined by differential leveling
 OK0095.and adjusted by the National Geodetic Survey in June 1991..
 OK0095
 OK0095.The geoid height was determined by GEOID03.
 OK0095
 OK0095.The dynamic height is computed by dividing the NAVD 88
 OK0095.geopotential number by the normal gravity value computed on the
 OK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0095.degrees latitude (g = 980.6199 gals.).
 OK0095
 OK0095.The modeled gravity was interpolated from observed gravity values.
 OK0095
 OK0095;                    North         East    Units  Estimated Accuracy
 OK0095;SPC MI S     -   199,290.    4,018,370.      MT  (+/- 180 meters Scaled)
 OK0095
 OK0095                          SUPERSEDED SURVEY CONTROL
 OK0095
 OK0095  NGVD 29 (??/??/92)  181.523  (m)          595.55   (f) ADJ UNCH    2 0
 OK0095
 OK0095.Superseded values are not recommended for survey control.
 OK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0095.See file dsdata.txt to determine how the superseded data were derived.
 OK0095
 OK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN319974(NAD 83)
 OK0095_MARKER: P = PIPE CAP
 OK0095_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0095_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0095_STAMPING: 596 MICH
 OK0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0095
 OK0095  HISTORY     - Date     Condition        Report By
 OK0095  HISTORY     - UNK      MONUMENTED       USGS
 OK0095  HISTORY     - 1942     GOOD             NGS
 OK0095  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0095  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0095
 OK0095                          STATION DESCRIPTION
 OK0095
 OK0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OK0095'AT SAINT CHARLES.
 OK0095'AT SAINT CHARLES, SAGINAW COUNTY, AT THE NORTHEAST CORNER OF
 OK0095'THE SCHOOL LAWN, 125 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 OK0095'THE BUILDING, 37.5 FEET EAST OF THE CENTERLINE OF A STREET,
 OK0095'33.5 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 47, IN A
 OK0095'CLUMP OF HEDGE, AND LEVEL WITH THE ROADWAY.  A U.S. GEOLOGICAL
 OK0095'SURVEY STANDARD CAP, STAMPED 596 MICH. AND RIVETED ON THE TOP
 OK0095'TOP OF A 3 1/2 INCH IRON PIPE.
 OK0095
 OK0095                          STATION RECOVERY (2001)
 OK0095
 OK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0095'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0095
 OK0095                          STATION RECOVERY (2001)
 OK0095
 OK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0095'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0131 ***********************************************************************
 RJ0131  DESIGNATION -  598.2
 RJ0131  PID         -  RJ0131
 RJ0131  STATE/COUNTY-  MI/CHIPPEWA
 RJ0131  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0131
 RJ0131                         *CURRENT SURVEY CONTROL
 RJ0131  ___________________________________________________________________
 RJ0131* NAD 83(1986)-  46 29 44.     (N)    084 19 52.     (W)     SCALED    
 RJ0131* NAVD 88     -       182.352  (meters)     598.27   (feet)  ADJUSTED  
 RJ0131  ___________________________________________________________________
 RJ0131  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0131  DYNAMIC HT  -         182.363 (meters)     598.30  (feet)  COMP
 RJ0131  MODELED GRAV-     980,666.9   (mgal)                       NAVD 88
 RJ0131
 RJ0131  VERT ORDER  -  FIRST     CLASS II
 RJ0131
 RJ0131.The horizontal coordinates were scaled from a topographic map and have
 RJ0131.an estimated accuracy of +/- 6 seconds.
 RJ0131
 RJ0131.The orthometric height was determined by differential leveling
 RJ0131.and adjusted by the National Geodetic Survey in June 1991..
 RJ0131
 RJ0131.The geoid height was determined by GEOID03.
 RJ0131
 RJ0131.The dynamic height is computed by dividing the NAVD 88
 RJ0131.geopotential number by the normal gravity value computed on the
 RJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0131.degrees latitude (g = 980.6199 gals.).
 RJ0131
 RJ0131.The modeled gravity was interpolated from observed gravity values.
 RJ0131
 RJ0131;                    North         East    Units  Estimated Accuracy
 RJ0131;SPC MI N     -   193,750.    8,204,830.      MT  (+/- 180 meters Scaled)
 RJ0131
 RJ0131                          SUPERSEDED SURVEY CONTROL
 RJ0131
 RJ0131  NGVD 29 (??/??/92)  182.312  (m)          598.14   (f) ADJ UNCH    1 2
 RJ0131
 RJ0131.Superseded values are not recommended for survey control.
 RJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0131.See file dsdata.txt to determine how the superseded data were derived.
 RJ0131
 RJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS048525(NAD 83)
 RJ0131_MARKER: B = BOLT
 RJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0131+STABILITY: SURFACE MOTION
 RJ0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0131+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 RJ0131
 RJ0131  HISTORY     - Date     Condition        Report By
 RJ0131  HISTORY     - UNK      MONUMENTED       MINPCO
 RJ0131  HISTORY     - 1937     GOOD             NGS
 RJ0131  HISTORY     - 20050731 GOOD             NGS
 RJ0131
 RJ0131                          STATION DESCRIPTION
 RJ0131
 RJ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RJ0131'AT SAULT STE MARIE.
 RJ0131'AT SAULT STE. MARIE, CHIPPEWA COUNTY, ON THE NORTH SIDE OF
 RJ0131'PORTAGE STREET, 0.5 MILE EAST OF THE POST OFFICE, IN THE FRONT
 RJ0131'LAWN OF THE MICHIGAN NORTHERN POWER CO. PLANT, 52 FEET NORTHWEST
 RJ0131'OF THE NORTHWEST CORNER OF THE RECREATION BUILDING, 42 FEET
 RJ0131'EAST OF A TWO-STORY FRAME BUILDING, AND 122 FEET NORTH OF THE
 RJ0131'SIDEWALK.  THE TOP OF AN IRON BOLT, SET IN THE TOP OF A SQUARE
 RJ0131'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 RJ0131
 RJ0131                          STATION RECOVERY (2005)
 RJ0131
 RJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0131'MENTIONED BLDGS. ARE GONE.  STATION IS IN YARD, ABOUT 10 FEET SOUTH OF
 RJ0131'SOUTH EDGE OF PARKING LOT, ABOUT 22 YARDS WEST OF NW CORNER OF OFFICE
 RJ0131'BLDG. OF EDISON SAULT ELECTRIC CORPORATION AT 728 PORTAGE AVE.  IT IS
 RJ0131'BETWEEN SALMON RUN WAY AND BARBEAU ST.  IT IS PROXIMATE TO 4TH SET OF
 RJ0131'WINDOWS FROM EAST END (FIRST OF SMALLER SET OF WINDOWS) ON STONE POWER
 RJ0131'PLANT OFF TO NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0932 ***********************************************************************
 RJ0932  DESIGNATION -  59R USLS
 RJ0932  PID         -  RJ0932
 RJ0932  STATE/COUNTY-  MI/CHIPPEWA
 RJ0932  USGS QUAD   -  OAK RIDGE (1976)
 RJ0932
 RJ0932                         *CURRENT SURVEY CONTROL
 RJ0932  ___________________________________________________________________
 RJ0932* NAD 83(1994)-  46 17 31.30290(N)    084 07 34.91572(W)     ADJUSTED  
 RJ0932* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0932  ___________________________________________________________________
 RJ0932  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 RJ0932  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ0932
 RJ0932  HORZ ORDER  -  THIRD
 RJ0932
 RJ0932.The horizontal coordinates were established by classical geodetic methods
 RJ0932.and adjusted by the National Geodetic Survey in February 1997..
 RJ0932
 RJ0932.The orthometric height was scaled from a topographic map.
 RJ0932
 RJ0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0932
 RJ0932.The geoid height was determined by GEOID03.
 RJ0932
 RJ0932;                    North         East     Units Scale Factor Converg.
 RJ0932;SPC MI N     -   171,695.131 8,221,357.230   MT  0.99990284   +2 04 37.3
 RJ0932;SPC MI N     -   563,304.24 26,972,956.79   iFT  0.99990284   +2 04 37.3
 RJ0932;SPC MI C     -   330,682.376 6,018,519.863   MT  1.00019108   +0 10 11.1
 RJ0932;SPC MI C     - 1,084,915.93 19,745,800.08   iFT  1.00019108   +0 10 11.1
 RJ0932;UTM  16      - 5,130,508.616   721,334.585   MT  1.00020224   +2 04 41.2
 RJ0932
 RJ0932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0932!SPC MI N     -   0.99997815  x   0.99990284  =   0.99988099
 RJ0932!SPC MI C     -   0.99997815  x   1.00019108  =   1.00016922
 RJ0932!UTM  16      -   0.99997815  x   1.00020224  =   1.00018038
 RJ0932
 RJ0932:                Primary Azimuth Mark                     Grid Az
 RJ0932:SPC MI N     -  59 NEEBISH                               354 48 08.7
 RJ0932:SPC MI C     -  59 NEEBISH                               356 42 34.9
 RJ0932:UTM  16      -  59 NEEBISH                               354 48 04.8
 RJ0932
 RJ0932|---------------------------------------------------------------------|
 RJ0932| PID    Reference Object                     Distance      Geod. Az  |
 RJ0932|                                                           dddmmss.s |
 RJ0932| RJ0933 59 NEEBISH                          APPROX. 2.1 KM 3565246.0 |
 RJ0932|---------------------------------------------------------------------|
 RJ0932
 RJ0932                          SUPERSEDED SURVEY CONTROL
 RJ0932
 RJ0932  NAD 83(1986)-  46 17 31.28315(N)    084 07 34.92161(W) AD(       ) 3
 RJ0932  NAD 27      -  46 17 31.22600(N)    084 07 34.82000(W) AD(       ) 3
 RJ0932
 RJ0932.Superseded values are not recommended for survey control.
 RJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0932.See file dsdata.txt to determine how the superseded data were derived.
 RJ0932
 RJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2133530509(NAD 83)
 RJ0932_MARKER: N = NAIL
 RJ0932_SETTING: 0 = UNSPECIFIED SETTING
 RJ0932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0932
 RJ0932  HISTORY     - Date     Condition        Report By
 RJ0932  HISTORY     - 1895     MONUMENTED       USLS
 RJ0932  HISTORY     - 1968     GOOD             USE
 RJ0932
 RJ0932                          STATION DESCRIPTION
 RJ0932
 RJ0932'DESCRIBED BY US LAKE SURVEY 1895
 RJ0932'ON FIELD POINT ON THE E SIDE OF THE N HALF OF NEEBISH ISLAND, AT
 RJ0932'ABOUT THE MIDDLE OF THE W SHORE OF LITTLE MUD LAKE.  ABOUT MIDWAY
 RJ0932'BETWEEN THE N AND S TIPS OF THE POINT, 30 FEET BACK FROM THE WATER
 RJ0932'IN THE CENTER OF THE POINT, AND 3 FEET ABOVE IT.  IT IS INSIDE THE
 RJ0932'LINE OF BUSHES AND ALDERS COVERING THE POINT. ---59R---WAS CUT
 RJ0932'INTO THE WHITE TRIPOD 10 FEET HIGH WITH AN OBSERVING PLATFORM.
 RJ0932'TRIPOD WAS FOUND OVER THE STATION.
 RJ0932'
 RJ0932'STATION MARK IS A DRILL HOLE IN A SMOOTH-TOPPED STONE ABOUT 2 FEET
 RJ0932'UNDERGROUND.  A NAIL PAINTED WHITE IN THE TOP OF A CEDAR POST 6
 RJ0932'INCHES IN DIAMETER AND PROJECTING 3 INCHES OUT OF THE GROUND IS
 RJ0932'CENTERED OVER THE STATION.  THIS STATION IS USED AS A BUOY STATION.
 RJ0932'
 RJ0932'DATE OF ESTABLISHMENT IS A GUESS.
 RJ0932
 RJ0932                          STATION RECOVERY (1968)
 RJ0932
 RJ0932'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0067 ***********************************************************************
 NF0067  DESIGNATION -  6
 NF0067  PID         -  NF0067
 NF0067  STATE/COUNTY-  MI/INGHAM
 NF0067  USGS QUAD   -  EAST LANSING (1970)
 NF0067
 NF0067                         *CURRENT SURVEY CONTROL
 NF0067  ___________________________________________________________________
 NF0067* NAD 83(1986)-  42 43 56.     (N)    084 28 38.     (W)     SCALED    
 NF0067* NAVD 88     -       259.522  (meters)     851.45   (feet)  ADJUSTED  
 NF0067  ___________________________________________________________________
 NF0067  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0067  DYNAMIC HT  -         259.450 (meters)     851.21  (feet)  COMP
 NF0067  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NF0067
 NF0067  VERT ORDER  -  SECOND    CLASS 0
 NF0067
 NF0067.The horizontal coordinates were scaled from a topographic map and have
 NF0067.an estimated accuracy of +/- 6 seconds.
 NF0067
 NF0067.The orthometric height was determined by differential leveling
 NF0067.and adjusted by the National Geodetic Survey in June 1991..
 NF0067
 NF0067.The geoid height was determined by GEOID03.
 NF0067
 NF0067.The dynamic height is computed by dividing the NAVD 88
 NF0067.geopotential number by the normal gravity value computed on the
 NF0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0067.degrees latitude (g = 980.6199 gals.).
 NF0067
 NF0067.The modeled gravity was interpolated from observed gravity values.
 NF0067
 NF0067;                    North         East    Units  Estimated Accuracy
 NF0067;SPC MI S     -   136,880.    3,990,950.      MT  (+/- 180 meters Scaled)
 NF0067
 NF0067                          SUPERSEDED SURVEY CONTROL
 NF0067
 NF0067  NGVD 29 (??/??/92)  259.651  (m)          851.87   (f) ADJ UNCH    2 0
 NF0067
 NF0067.Superseded values are not recommended for survey control.
 NF0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0067.See file dsdata.txt to determine how the superseded data were derived.
 NF0067
 NF0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065341(NAD 83)
 NF0067_MARKER: B = BOLT
 NF0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0067+STABILITY: SURFACE MOTION
 NF0067
 NF0067  HISTORY     - Date     Condition        Report By
 NF0067  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0067  HISTORY     - 1934     GOOD             NGS
 NF0067  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0067
 NF0067                          STATION DESCRIPTION
 NF0067
 NF0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0067'AT EAST LANSING.
 NF0067'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0067'CAMPUS, 100 FEET NORTH OF THE LIBRARY, 26 YARDS NORTHEAST OF
 NF0067'BEAUMONT MEMORIAL TOWER, 27 FEET EAST OF A LARGE OAK TREE, AND
 NF0067'27 FEET SOUTH OF A SPRUCE TREE.  AN IRON BOLT, SET IN THE TOP
 NF0067'OF A CONCRETE POST.
 NF0067
 NF0067                          STATION RECOVERY (1978)
 NF0067
 NF0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0293 ***********************************************************************
 NE0293  DESIGNATION -  6 1/2
 NE0293  PID         -  NE0293
 NE0293  STATE/COUNTY-  MI/MACOMB
 NE0293  USGS QUAD   -  RICHMOND (1991)
 NE0293
 NE0293                         *CURRENT SURVEY CONTROL
 NE0293  ___________________________________________________________________
 NE0293* NAD 83(1986)-  42 50 12.     (N)    082 52 07.     (W)     SCALED    
 NE0293* NAVD 88     -       220.89   (+/-2cm)     724.7    (feet)  VERTCON   
 NE0293  ___________________________________________________________________
 NE0293  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0293
 NE0293  VERT ORDER  -  ? (See Below)
 NE0293
 NE0293.The horizontal coordinates were scaled from a topographic map and have
 NE0293.an estimated accuracy of +/- 6 seconds.
 NE0293
 NE0293.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0293.The vertical order pertains to the NGVD 29 superseded value.
 NE0293
 NE0293.The geoid height was determined by GEOID03.
 NE0293
 NE0293;                    North         East    Units  Estimated Accuracy
 NE0293;SPC MI S     -   149,560.    4,122,460.      MT  (+/- 180 meters Scaled)
 NE0293
 NE0293                          SUPERSEDED SURVEY CONTROL
 NE0293
 NE0293  NGVD 29 (??/??/92)  221.015  (m)          725.11   (f) ADJ UNCH    ?  
 NE0293
 NE0293.Superseded values are not recommended for survey control.
 NE0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0293.See file dsdata.txt to determine how the superseded data were derived.
 NE0293
 NE0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH472443(NAD 83)
 NE0293_MARKER: DD = SURVEY DISK
 NE0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0293_STAMPING: BM NO 6 1/2
 NE0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0293+STABILITY: SURFACE MOTION
 NE0293
 NE0293  HISTORY     - Date     Condition        Report By
 NE0293  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0293  HISTORY     - 1934     GOOD             NGS
 NE0293  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0293
 NE0293                          STATION DESCRIPTION
 NE0293
 NE0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0293'1 MI E FROM ARMADA.
 NE0293'1.0 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0293'STATION AT ARMADA, MACOMB COUNTY, 200 YARDS WEST OF A DIRT-ROAD
 NE0293'CROSSING, 119 YARDS EAST OF A WHISTLE POST, 36 FEET NORTH OF
 NE0293'THE NORTH RAIL, 21 FEET NORTH OF A POLE, 1.6 FEET SOUTH OF THE
 NE0293'NORTH RIGHT-OF-WAY FENCE, AND 1 FOOT HIGHER THAN THE TOP OF THE
 NE0293'RAIL.  A 1 1/2-INCH BRONZE DISK, STAMPED B.M. NO. 6 1/2 AND
 NE0293'SET IN THE TOP OF A CONCRETE POST.
 NE0293
 NE0293                          STATION RECOVERY (1988)
 NE0293
 NE0293'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0743 ***********************************************************************
 MC0743  DESIGNATION -  6 DTSRR
 MC0743  PID         -  MC0743
 MC0743  STATE/COUNTY-  MI/MONROE
 MC0743  USGS QUAD   -  LAMBERTVILLE EAST (1977)
 MC0743
 MC0743                         *CURRENT SURVEY CONTROL
 MC0743  ___________________________________________________________________
 MC0743* NAD 83(1986)-  41 45 01.     (N)    083 30 16.     (W)     SCALED    
 MC0743* NAVD 88     -       176.846  (meters)     580.20   (feet)  ADJUSTED  
 MC0743  ___________________________________________________________________
 MC0743  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0743  DYNAMIC HT  -         176.779 (meters)     579.98  (feet)  COMP
 MC0743  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 MC0743
 MC0743  VERT ORDER  -  FIRST     CLASS I
 MC0743
 MC0743.The horizontal coordinates were scaled from a topographic map and have
 MC0743.an estimated accuracy of +/- 6 seconds.
 MC0743
 MC0743.The orthometric height was determined by differential leveling
 MC0743.and adjusted by the National Geodetic Survey in June 1991..
 MC0743.WARNING-Repeat measurements at this control monument indicate possible
 MC0743.vertical movement.
 MC0743
 MC0743.The geoid height was determined by GEOID03.
 MC0743
 MC0743.The dynamic height is computed by dividing the NAVD 88
 MC0743.geopotential number by the normal gravity value computed on the
 MC0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0743.degrees latitude (g = 980.6199 gals.).
 MC0743
 MC0743.The modeled gravity was interpolated from observed gravity values.
 MC0743
 MC0743;                    North         East    Units  Estimated Accuracy
 MC0743;SPC MI S     -    28,170.    4,071,720.      MT  (+/- 180 meters Scaled)
 MC0743
 MC0743                          SUPERSEDED SURVEY CONTROL
 MC0743
 MC0743  NGVD 29 (??/??/92)  177.03   (m)          580.8    (f) COMPUTED    1 1
 MC0743
 MC0743.Superseded values are not recommended for survey control.
 MC0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0743.See file dsdata.txt to determine how the superseded data were derived.
 MC0743
 MC0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG917250(NAD 83)
 MC0743_MARKER: DD = SURVEY DISK
 MC0743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0743_SP_SET: CULVERT
 MC0743_STAMPING: BENCH MARK ELEV NO 6 USC AND G 1899
 MC0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0743
 MC0743  HISTORY     - Date     Condition        Report By
 MC0743  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0743  HISTORY     - 1968     GOOD             NGS
 MC0743
 MC0743                          STATION DESCRIPTION
 MC0743
 MC0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0743'12.7 MI SW FROM MONROE.
 MC0743'ABOUT 12.7 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0743'THE CROSSING OF EAST FIRST STREET AT MONROE, ALONG THE D AND T SL
 MC0743'RR, ABOUT 85 YARDS SOUTHEAST OF THE PENN CENTRAL RAILROAD, ABOUT
 MC0743'3 1/2 RAILS SOUTHWEST OF THE CENTER OF THE CROSSING OF STERNS
 MC0743'ROAD, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 MC0743'CONCRETE HEAD WALL OF A 4-FOOT PIPE CULVERT UNDER THE D AND T SL
 MC0743'RR AND OVER HOOPER RUN, 14.6 FEET NORTHWEST OF THE NORTHWEST
 MC0743'RAIL OF THE SOUTHBOUND TRACK OF THE D AND T SL RR, 2 FEET
 MC0743'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 5 FEET
 MC0743'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0498 ***********************************************************************
 OJ0498  DESIGNATION -  6 KEE USGS
 OJ0498  PID         -  OJ0498
 OJ0498  STATE/COUNTY-  MI/HURON
 OJ0498  USGS QUAD   -  RUSH LAKE (1970)
 OJ0498
 OJ0498                         *CURRENT SURVEY CONTROL
 OJ0498  ___________________________________________________________________
 OJ0498* NAD 83(1986)-  43 58 42.     (N)    083 13 24.     (W)     SCALED    
 OJ0498* NAVD 88     -       179.487  (meters)     588.87   (feet)  ADJUSTED  
 OJ0498  ___________________________________________________________________
 OJ0498  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0498  DYNAMIC HT  -         179.460 (meters)     588.78  (feet)  COMP
 OJ0498  MODELED GRAV-     980,463.8   (mgal)                       NAVD 88
 OJ0498
 OJ0498  VERT ORDER  -  FIRST     CLASS 0
 OJ0498
 OJ0498.The horizontal coordinates were scaled from a topographic map and have
 OJ0498.an estimated accuracy of +/- 6 seconds.
 OJ0498
 OJ0498.The orthometric height was determined by differential leveling
 OJ0498.and adjusted by the National Geodetic Survey in June 1991..
 OJ0498
 OJ0498.The geoid height was determined by GEOID03.
 OJ0498
 OJ0498.The dynamic height is computed by dividing the NAVD 88
 OJ0498.geopotential number by the normal gravity value computed on the
 OJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0498.degrees latitude (g = 980.6199 gals.).
 OJ0498
 OJ0498.The modeled gravity was interpolated from observed gravity values.
 OJ0498
 OJ0498;                    North         East    Units  Estimated Accuracy
 OJ0498;SPC MI S     -   275,930.    4,091,740.      MT  (+/- 180 meters Scaled)
 OJ0498
 OJ0498                          SUPERSEDED SURVEY CONTROL
 OJ0498
 OJ0498  NGVD 29 (??/??/92)  179.630  (m)          589.34   (f) ADJ UNCH    1 0
 OJ0498
 OJ0498.Superseded values are not recommended for survey control.
 OJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0498.See file dsdata.txt to determine how the superseded data were derived.
 OJ0498
 OJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ216718(NAD 83)
 OJ0498_MARKER: DD = SURVEY DISK
 OJ0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0498_SP_SET: CULVERT
 OJ0498_STAMPING: 6 KEE 1969 589
 OJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0498+STABILITY: SURFACE MOTION
 OJ0498
 OJ0498  HISTORY     - Date     Condition        Report By
 OJ0498  HISTORY     - 1969     MONUMENTED       USGS
 OJ0498  HISTORY     - 1976     GOOD             NOS
 OJ0498  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0498
 OJ0498                          STATION DESCRIPTION
 OJ0498
 OJ0498'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0498'3.6 MI NE FROM CASEVILLE.
 OJ0498'3.6 MILES NORTHEAST ALONG HIGHWAY M25 FROM THE PIGEON RIVER BRIDGE AT
 OJ0498'CASEVILLE, EAST OF THE BALLYKEEL RESIDENCE AT 5226 M 25, 24 FT. NORTH
 OJ0498'CENTERLINE OF HIGHWAY M25, 0.45 FT. WEST OF EAST FACE OF CULVERT
 OJ0498'HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 OJ0498'INTO THE CONCRETE.
 OJ0498
 OJ0498                          STATION RECOVERY (1999)
 OJ0498
 OJ0498'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0107 ***********************************************************************
 RJ0107  DESIGNATION -  6 MILE
 RJ0107  PID         -  RJ0107
 RJ0107  STATE/COUNTY-  MI/CHIPPEWA
 RJ0107  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0107
 RJ0107                         *CURRENT SURVEY CONTROL
 RJ0107  ___________________________________________________________________
 RJ0107* NAD 83(1986)-  46 25 12.     (N)    084 16 10.     (W)     SCALED    
 RJ0107* NAVD 88     -       184.276  (meters)     604.58   (feet)  ADJUSTED  
 RJ0107  ___________________________________________________________________
 RJ0107  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0107  DYNAMIC HT  -         184.286 (meters)     604.61  (feet)  COMP
 RJ0107  MODELED GRAV-     980,666.3   (mgal)                       NAVD 88
 RJ0107
 RJ0107  VERT ORDER  -  FIRST     CLASS 0
 RJ0107
 RJ0107.The horizontal coordinates were scaled from a topographic map and have
 RJ0107.an estimated accuracy of +/- 6 seconds.
 RJ0107
 RJ0107.The orthometric height was determined by differential leveling
 RJ0107.and adjusted by the National Geodetic Survey in June 1991..
 RJ0107
 RJ0107.The geoid height was determined by GEOID03.
 RJ0107
 RJ0107.The dynamic height is computed by dividing the NAVD 88
 RJ0107.geopotential number by the normal gravity value computed on the
 RJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0107.degrees latitude (g = 980.6199 gals.).
 RJ0107
 RJ0107.The modeled gravity was interpolated from observed gravity values.
 RJ0107
 RJ0107;                    North         East    Units  Estimated Accuracy
 RJ0107;SPC MI N     -   185,520.    8,209,850.      MT  (+/- 180 meters Scaled)
 RJ0107
 RJ0107                          SUPERSEDED SURVEY CONTROL
 RJ0107
 RJ0107  NGVD 29 (??/??/92)  184.41   (m)          605.0    (f) COMPUTED    1 0
 RJ0107
 RJ0107.Superseded values are not recommended for survey control.
 RJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0107.See file dsdata.txt to determine how the superseded data were derived.
 RJ0107
 RJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS098443(NAD 83)
 RJ0107_MARKER: Z = SEE DESCRIPTION
 RJ0107_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0107+WITH SETTING: INTO GROUND
 RJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0107+STABILITY: SURFACE MOTION
 RJ0107
 RJ0107  HISTORY     - Date     Condition        Report By
 RJ0107  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0107  HISTORY     - 1972     GOOD             USLS
 RJ0107  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0107
 RJ0107                          STATION DESCRIPTION
 RJ0107
 RJ0107'DESCRIBED BY US LAKE SURVEY 1972
 RJ0107'4.6 MI SE FROM SAULT STE MARIE.
 RJ0107'6 MILE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.6 MILES SOUTHEASTERLY
 RJ0107'FROM PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0107'IN SAULT STE. MARIE TO Y-INTERSECTION, 2.2 MILES SOUTHEAST
 RJ0107'ON NICOLET ROAD TO 6 MILE ROAD, 156.0 FEET SOUTHEAST OF UTILITY
 RJ0107'POLE NO. DR1-136F/1, 141.3 FEET NORTHEAST OF UTILITY POLE NO.
 RJ0107'136/67, 90 FEET NORTH OF CENTERLINE OF 6 MILE ROAD, 59.0 FEET
 RJ0107'NORTH OF UTILITY POLE NO. DR1-136/68, 34 FEET EAST OF CENTERLINE
 RJ0107'OF NICOLET ROAD, 2.9 FEET EAST OF UTILITY POLE 118/5, 1-FOOT
 RJ0107'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0107'DIAMETER COPPER-COATED STEEL ROD, 65 FEET LONG.
 RJ0107
 RJ0107                          STATION RECOVERY (1983)
 RJ0107
 RJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0107'NOT RECOVERED, POWERLINE POLES HAVE BEEN REMOVED, INADEQUATE
 RJ0107'DESCRIPTION TO RECOVER BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0746 ***********************************************************************
 NE0746  DESIGNATION -  60 1/2
 NE0746  PID         -  NE0746
 NE0746  STATE/COUNTY-  MI/GENESEE
 NE0746  USGS QUAD   -  BYRON (1975)
 NE0746
 NE0746                         *CURRENT SURVEY CONTROL
 NE0746  ___________________________________________________________________
 NE0746* NAD 83(1986)-  42 51 29.     (N)    083 52 34.     (W)     SCALED    
 NE0746* NAVD 88     -       257.575  (meters)     845.06   (feet)  ADJUSTED  
 NE0746  ___________________________________________________________________
 NE0746  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NE0746  DYNAMIC HT  -         257.508 (meters)     844.84  (feet)  COMP
 NE0746  MODELED GRAV-     980,354.1   (mgal)                       NAVD 88
 NE0746
 NE0746  VERT ORDER  -  SECOND    CLASS 0
 NE0746
 NE0746.The horizontal coordinates were scaled from a topographic map and have
 NE0746.an estimated accuracy of +/- 6 seconds.
 NE0746
 NE0746.The orthometric height was determined by differential leveling
 NE0746.and adjusted by the National Geodetic Survey in June 1991..
 NE0746
 NE0746.The geoid height was determined by GEOID03.
 NE0746
 NE0746.The dynamic height is computed by dividing the NAVD 88
 NE0746.geopotential number by the normal gravity value computed on the
 NE0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0746.degrees latitude (g = 980.6199 gals.).
 NE0746
 NE0746.The modeled gravity was interpolated from observed gravity values.
 NE0746
 NE0746;                    North         East    Units  Estimated Accuracy
 NE0746;SPC MI S     -   150,970.    4,040,090.      MT  (+/- 180 meters Scaled)
 NE0746
 NE0746                          SUPERSEDED SURVEY CONTROL
 NE0746
 NE0746  NGVD 29 (??/??/92)  257.701  (m)          845.47   (f) ADJ UNCH    2 0
 NE0746
 NE0746.Superseded values are not recommended for survey control.
 NE0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0746.See file dsdata.txt to determine how the superseded data were derived.
 NE0746
 NE0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH650490(NAD 83)
 NE0746_MARKER: B = BOLT
 NE0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0746_STAMPING: 60 1/2
 NE0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0746+STABILITY: SURFACE MOTION
 NE0746
 NE0746  HISTORY     - Date     Condition        Report By
 NE0746  HISTORY     - UNK      MONUMENTED       CGS
 NE0746  HISTORY     - 1967     GOOD             USGS
 NE0746
 NE0746                          STATION DESCRIPTION
 NE0746
 NE0746'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0746'2.1 MI SE FROM GAINES.
 NE0746'GAINES, GENESEE COUNTY, 1.1 MI. S. AND 1.7 MI. E. OF, ABOUT
 NE0746'2.1 MI. SE ALONG THE GRAND TRUNK WESTERN RY. FROM THE STATION
 NE0746'AT, T. 5 N., R. 5 E., ABOUT 0.2 MI. S. OF THE CENTER OF SEC. 4,
 NE0746'0.5 MI. NW OF CROSSING OF GTWRR AND SMITH RD., 263 FT. SE, 45 FT.
 NE0746'NE AND 5.0 FT. LOWER THAN CROSSING OF N-S FLD. LANE, 33 FT.
 NE0746'E. OF A POLE, 2.0 FT. SW OF A FENCE, 1.0 FT. SE OF A WITNESS
 NE0746'POST, IN CONC. POST PROJ. 0.5 FT., A COPPER BOLT STAMPED 60 1/2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0347 ***********************************************************************
 OK0347  DESIGNATION -  60 1/2
 OK0347  PID         -  OK0347
 OK0347  STATE/COUNTY-  MI/KENT
 OK0347  USGS QUAD   -  SPARTA (1972)
 OK0347
 OK0347                         *CURRENT SURVEY CONTROL
 OK0347  ___________________________________________________________________
 OK0347* NAD 83(1986)-  43 12 00.     (N)    085 37 31.     (W)     SCALED    
 OK0347* NAVD 88     -       259.286  (meters)     850.67   (feet)  ADJUSTED  
 OK0347  ___________________________________________________________________
 OK0347  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 OK0347  DYNAMIC HT  -         259.226 (meters)     850.48  (feet)  COMP
 OK0347  MODELED GRAV-     980,379.6   (mgal)                       NAVD 88
 OK0347
 OK0347  VERT ORDER  -  SECOND    CLASS 0
 OK0347
 OK0347.The horizontal coordinates were scaled from a topographic map and have
 OK0347.an estimated accuracy of +/- 6 seconds.
 OK0347
 OK0347.The orthometric height was determined by differential leveling
 OK0347.and adjusted by the National Geodetic Survey in June 1991..
 OK0347
 OK0347.The geoid height was determined by GEOID03.
 OK0347
 OK0347.The dynamic height is computed by dividing the NAVD 88
 OK0347.geopotential number by the normal gravity value computed on the
 OK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0347.degrees latitude (g = 980.6199 gals.).
 OK0347
 OK0347.The modeled gravity was interpolated from observed gravity values.
 OK0347
 OK0347;                    North         East    Units  Estimated Accuracy
 OK0347;SPC MI S     -   189,600.    3,897,720.      MT  (+/- 180 meters Scaled)
 OK0347
 OK0347                          SUPERSEDED SURVEY CONTROL
 OK0347
 OK0347  NGVD 29 (??/??/92)  259.413  (m)          851.09   (f) ADJ UNCH    2 0
 OK0347
 OK0347.Superseded values are not recommended for survey control.
 OK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0347.See file dsdata.txt to determine how the superseded data were derived.
 OK0347
 OK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN116839(NAD 83)
 OK0347_MARKER: Z = SEE DESCRIPTION
 OK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0347_STAMPING: 60 1/2
 OK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0347+STABILITY: SURFACE MOTION
 OK0347
 OK0347  HISTORY     - Date     Condition        Report By
 OK0347  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0347  HISTORY     - 1934     GOOD             NGS
 OK0347  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0347
 OK0347                          STATION DESCRIPTION
 OK0347
 OK0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0347'4.7 MI E FROM SPARTA.
 OK0347'4.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0347'JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA, KENT
 OK0347'COUNTY, OPPOSITE AND APPLE ORCHARD, 36 FEET NORTH OF THE NORTH
 OK0347'RAIL, 4 FEET SOUTH OF THE FENCE LINE, AND ABOUT 3 FEET LOWER
 OK0347'THAN THE TOP OF THE RAIL.  A BRASS PLUG, STAMPED 60 1/2 AND SET
 OK0347'IN THE TOP OF A CONCRETE POST.
 OK0347
 OK0347                          STATION RECOVERY (1965)
 OK0347
 OK0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6806 ***********************************************************************
 AA6806  DESIGNATION -  60 234
 AA6806  PID         -  AA6806
 AA6806  STATE/COUNTY-  MI/WAYNE
 AA6806  USGS QUAD   -  CARLETON (1978)
 AA6806
 AA6806                         *CURRENT SURVEY CONTROL
 AA6806  ___________________________________________________________________
 AA6806* NAD 83(1994)-  42 06 08.53224(N)    083 25 15.94851(W)     ADJUSTED  
 AA6806* NAVD 88     -       191.0    (meters)     627.     (feet)  GPS OBS   
 AA6806  ___________________________________________________________________
 AA6806  X           -     543,010.907 (meters)                     COMP
 AA6806  Y           -  -4,708,289.439 (meters)                     COMP
 AA6806  Z           -   4,254,151.917 (meters)                     COMP
 AA6806  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AA6806  ELLIP HEIGHT-         156.34  (meters)          (07/12/02) GPS OBS
 AA6806  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 AA6806
 AA6806  HORZ ORDER  -  FIRST
 AA6806  ELLP ORDER  -  FOURTH    CLASS I
 AA6806
 AA6806.The horizontal coordinates were established by GPS observations
 AA6806.and adjusted by the National Geodetic Survey in February 1997..
 AA6806
 AA6806.The orthometric height was determined by GPS observations and a
 AA6806.high-resolution geoid model.
 AA6806
 AA6806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6806
 AA6806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6806
 AA6806.The ellipsoidal height was determined by GPS observations
 AA6806.and is referenced to NAD 83.
 AA6806
 AA6806.The geoid height was determined by GEOID03.
 AA6806
 AA6806;                    North         East     Units Scale Factor Converg.
 AA6806;SPC MI S     -    67,350.040 4,078,213.805   MT  0.99999944   +0 38 36.6
 AA6806;SPC MI S     -   220,964.70 13,379,966.55   iFT  0.99999944   +0 38 36.6
 AA6806;UTM  17      - 4,663,979.089   299,806.093   MT  1.00009316   -1 37 25.6
 AA6806
 AA6806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6806!SPC MI S     -   0.99997548  x   0.99999944  =   0.99997492
 AA6806!UTM  17      -   0.99997548  x   1.00009316  =   1.00006864
 AA6806
 AA6806                          SUPERSEDED SURVEY CONTROL
 AA6806
 AA6806  ELLIP H (02/03/97)  156.37   (m)                       GP(       ) 4 1
 AA6806  NAD 83(1986)-  42 06 08.53984(N)    083 25 15.97706(W) AD(       ) 1
 AA6806
 AA6806.Superseded values are not recommended for survey control.
 AA6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6806.See file dsdata.txt to determine how the superseded data were derived.
 AA6806
 AA6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9980663979(NAD 83)
 AA6806_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6806_STAMPING: 60-234 1960
 AA6806_MARK LOGO: MI-163
 AA6806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6806+STABILITY: SURFACE MOTION
 AA6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6806+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6806
 AA6806  HISTORY     - Date     Condition        Report By
 AA6806  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6806
 AA6806                          STATION DESCRIPTION
 AA6806
 AA6806'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6806'STATION IS LOCATED APPROXIMATELY 7.5 MILESSOUTH AND 3.0 MILESEAST OF
 AA6806'BELLEVILLE, MICHIGAN ON CLARK ROAD AT ARKONA ROAD. TO REACH FROM THE
 AA6806'INTERSECTION OF INTERSTATE I-275 AND WILL CARLETON ROAD (EXIT 8),
 AA6806'PROCEED WEST ON WILL CARLETON ROAD FOR 2.25 MILES TO CLARK ROAD,
 AA6806'THENCE GO NORTH ON CLARK ROAD 0.6 MILESTO ARKONA ROAD AND THE STATION
 AA6806'IN THE SOUTHWEST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6806'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT.
 AA6806'CENTERLINE OF CLARK IS N 90 E, 43.0 FEET, CENTERLINE OF ARKONA ROAD IS
 AA6806'N 0 W, 30.0 FEET,  A MONITORING WELL IS S 40 W, 27.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1312 ***********************************************************************
 RJ1312  DESIGNATION -  60 BIP+397
 RJ1312  PID         -  RJ1312
 RJ1312  STATE/COUNTY-  MI/CHIPPEWA
 RJ1312  USGS QUAD   -  BRIMLEY (1975)
 RJ1312
 RJ1312                         *CURRENT SURVEY CONTROL
 RJ1312  ___________________________________________________________________
 RJ1312* NAD 83(1994)-  46 25 39.84449(N)    084 34 28.55160(W)     ADJUSTED  
 RJ1312* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 RJ1312  ___________________________________________________________________
 RJ1312  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 RJ1312  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ1312
 RJ1312  HORZ ORDER  -  SECOND
 RJ1312
 RJ1312.The horizontal coordinates were established by classical geodetic methods
 RJ1312.and adjusted by the National Geodetic Survey in February 1997..
 RJ1312
 RJ1312.The orthometric height was scaled from a topographic map.
 RJ1312
 RJ1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1312
 RJ1312.The geoid height was determined by GEOID03.
 RJ1312
 RJ1312;                    North         East     Units Scale Factor Converg.
 RJ1312;SPC MI N     -   185,617.398 8,186,380.065   MT  0.99990592   +1 45 11.0
 RJ1312;SPC MI N     -   608,980.96 26,858,202.31   iFT  0.99990592   +1 45 11.0
 RJ1312;UTM  16      - 5,144,431.957   686,349.414   MT  1.00002687   +1 45 27.8
 RJ1312
 RJ1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1312!SPC MI N     -   0.99997435  x   0.99990592  =   0.99988027
 RJ1312!UTM  16      -   0.99997435  x   1.00002687  =   1.00000122
 RJ1312
 RJ1312                          SUPERSEDED SURVEY CONTROL
 RJ1312
 RJ1312  NAD 83(1986)-  46 25 39.83662(N)    084 34 28.54937(W) AD(       ) 2
 RJ1312
 RJ1312.Superseded values are not recommended for survey control.
 RJ1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1312.See file dsdata.txt to determine how the superseded data were derived.
 RJ1312
 RJ1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8634944432(NAD 83)
 RJ1312_MARKER: DS = TRIANGULATION STATION DISK
 RJ1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1312+STABILITY: SURFACE MOTION
 RJ1312
 RJ1312  HISTORY     - Date     Condition        Report By
 RJ1312  HISTORY     - 1988     MONUMENTED       USE
 RJ1312
 RJ1312                          STATION DESCRIPTION
 RJ1312
 RJ1312'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1312'THE STATION IS LOCATED ABOUT 19 KM (11.8 MI) SOUTHWEST OF SAULT STE
 RJ1312'MARIE.
 RJ1312'2.6 KM (1.6 MI) NORTH OF BRIMLEY
 RJ1312'IN GOVERNMENT LOT 1 SEC 32 T47N R2W
 RJ1312'OWNERSHIP--SSSS
 RJ1312'
 RJ1312'TO REACH THE STATION FROM THE INTERSECTION OF M 221 (BAY STREET)
 RJ1312'AND BAY VIEW ROAD, GO EAST FOR 6.2 KM (3.85 MI) ON BAY VIEW ROAD,
 RJ1312'TURN RIGHT AND GO 0.7 KM (0.45 MI) ON CHIPPEWA LANDING ROAD,
 RJ1312'CONTINUING STRAIGHT FOR 0.6 KM (0.4 MI) ON GRAVEL ROAD TO GATE
 RJ1312'BARRING DRIVE, THEN WALK 152 M (500 FT) TO STATION.
 RJ1312'
 RJ1312'THE STATION IS A STANDARD COE DISK
 RJ1312'STAMPED---BAY MILLS---,
 RJ1312'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1312'
 RJ1312'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1297 ***********************************************************************
 RJ1297  DESIGNATION -  60 C6M 051
 RJ1297  PID         -  RJ1297
 RJ1297  STATE/COUNTY-  MI/CHIPPEWA
 RJ1297  USGS QUAD   -  OAK RIDGE (1976)
 RJ1297
 RJ1297                         *CURRENT SURVEY CONTROL
 RJ1297  ___________________________________________________________________
 RJ1297* NAD 83(1994)-  46 19 26.17753(N)    084 09 50.74172(W)     ADJUSTED  
 RJ1297* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 RJ1297  ___________________________________________________________________
 RJ1297  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 RJ1297  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1297
 RJ1297  HORZ ORDER  -  SECOND
 RJ1297
 RJ1297.The horizontal coordinates were established by classical geodetic methods
 RJ1297.and adjusted by the National Geodetic Survey in February 1997..
 RJ1297
 RJ1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1297
 RJ1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1297
 RJ1297.The geoid height was determined by GEOID03.
 RJ1297
 RJ1297;                    North         East     Units Scale Factor Converg.
 RJ1297;SPC MI N     -   175,134.840 8,218,325.309   MT  0.99990306   +2 02 59.1
 RJ1297;SPC MI N     -   574,589.37 26,963,009.54   iFT  0.99990306   +2 02 59.1
 RJ1297;UTM  16      - 5,133,949.242   718,301.685   MT  1.00018584   +2 03 06.8
 RJ1297
 RJ1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1297!SPC MI N     -   0.99997790  x   0.99990306  =   0.99988096
 RJ1297!UTM  16      -   0.99997790  x   1.00018584  =   1.00016374
 RJ1297
 RJ1297                          SUPERSEDED SURVEY CONTROL
 RJ1297
 RJ1297  NAD 83(1986)-  46 19 26.16941(N)    084 09 50.73784(W) AD(       ) 2
 RJ1297  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1297
 RJ1297.Superseded values are not recommended for survey control.
 RJ1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1297.See file dsdata.txt to determine how the superseded data were derived.
 RJ1297
 RJ1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1830233949(NAD 83)
 RJ1297_MARKER: DS = TRIANGULATION STATION DISK
 RJ1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1297_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1297+STABILITY: SURFACE MOTION
 RJ1297
 RJ1297  HISTORY     - Date     Condition        Report By
 RJ1297  HISTORY     - 1988     MONUMENTED       USE
 RJ1297
 RJ1297                          STATION DESCRIPTION
 RJ1297
 RJ1297'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1297'THE STATION IS LOCATED ABOUT 23.8 KM (14.8 MI) SOUTHEAST OF SAULT STE
 RJ1297'MARIE, 35.6 KM (22.1 MI) EAST-NORTHEAST OF RUDYARD AND 41.8 KM (26.0
 RJ1297'MI)
 RJ1297'NORTH-NORTHWEST OF DETOUR VILLAGE ON AN ISLAND OFF GOVT LOT 4, SEC
 RJ1297'3, T42N-R2E.
 RJ1297'OWNERSHIP---HONKANEN, JAMES E. AND BEVERLY ALSO TRUCKEY, JOHN AND
 RJ1297'RUTH
 RJ1297'
 RJ1297'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL EAST
 RJ1297'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND
 RJ1297'TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE
 RJ1297'CROSSING
 RJ1297'THE CHARLOTTE
 RJ1297'RIVER,
 RJ1297'ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A GRAVEL ROAD AND
 RJ1297'FOLLOW IT TO THE
 RJ1297'PUBLIC BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 5 MINUTES
 RJ1297'ALONG MIDDLE NEEBISH CHANNEL TO THE SOUTH SHORE OF A
 RJ1297'SMALL UNNAMED ISLAND WHERE STATION IS LOCATED.
 RJ1297'
 RJ1297'THE STATION IS A
 RJ1297'STANDARD COE DISK THAT IS STAMPED---C6M-051---
 RJ1297'SET INTO A POURED IN PLACE CONCRETE
 RJ1297'MONUMENT THAT IS CENTERED OVER A DRILL HOLE IN A SUBSURFACE STONE.
 RJ1297'
 RJ1297'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0846 ***********************************************************************
 OJ0846  DESIGNATION -  60 USE
 OJ0846  PID         -  OJ0846
 OJ0846  STATE/COUNTY-  MI/HURON
 OJ0846  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0846
 OJ0846                         *CURRENT SURVEY CONTROL
 OJ0846  ___________________________________________________________________
 OJ0846* NAD 83(1994)-  43 50 08.39165(N)    082 38 12.24149(W)     ADJUSTED  
 OJ0846* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 OJ0846  ___________________________________________________________________
 OJ0846  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 OJ0846  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0846
 OJ0846  HORZ ORDER  -  SECOND
 OJ0846
 OJ0846.The horizontal coordinates were established by classical geodetic methods
 OJ0846.and adjusted by the National Geodetic Survey in February 1997..
 OJ0846
 OJ0846.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0846
 OJ0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0846
 OJ0846.The geoid height was determined by GEOID03.
 OJ0846
 OJ0846;                    North         East     Units Scale Factor Converg.
 OJ0846;SPC MI S     -   260,885.219 4,139,130.172   MT  1.00004475   +1 10 38.2
 OJ0846;SPC MI S     -   855,922.63 13,579,823.40   iFT  1.00004475   +1 10 38.2
 OJ0846;UTM  17      - 4,854,922.593   368,413.915   MT  0.99981297   -1 08 01.5
 OJ0846
 OJ0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0846!SPC MI S     -   0.99997762  x   1.00004475  =   1.00002237
 OJ0846!UTM  17      -   0.99997762  x   0.99981297  =   0.99979059
 OJ0846
 OJ0846:                Primary Azimuth Mark                     Grid Az
 OJ0846:SPC MI S     -  HARBOR BEACH N BRK ANTENNA               019 48 50.7
 OJ0846:UTM  17      -  HARBOR BEACH N BRK ANTENNA               022 07 30.4
 OJ0846
 OJ0846|---------------------------------------------------------------------|
 OJ0846| PID    Reference Object                     Distance      Geod. Az  |
 OJ0846|                                                           dddmmss.s |
 OJ0846| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.2 KM 0205928.9 |
 OJ0846| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.2 KM 0212137.0 |
 OJ0846| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.0 KM 0265231.1 |
 OJ0846| OJ0845 H 61 MI                             APPROX. 0.5 KM 1552852.1 |
 OJ0846| OJ0851 HARBOR BEACH MUN PIER R TR          APPROX. 1.1 KM 3053841.1 |
 OJ0846| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 1.5 KM 3165909.8 |
 OJ0846| OJ0854 HARBOR BEACH CABLE TV MAST          APPROX. 3.0 KM 3251947.3 |
 OJ0846|---------------------------------------------------------------------|
 OJ0846
 OJ0846                          SUPERSEDED SURVEY CONTROL
 OJ0846
 OJ0846  NAD 83(1986)-  43 50 08.37696(N)    082 38 12.26589(W) AD(       ) 2
 OJ0846  NAD 27      -  43 50 08.31929(N)    082 38 12.52966(W) AD(       ) 2
 OJ0846  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 OJ0846
 OJ0846.Superseded values are not recommended for survey control.
 OJ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0846.See file dsdata.txt to determine how the superseded data were derived.
 OJ0846
 OJ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6841454923(NAD 83)
 OJ0846_MARKER: I = METAL ROD
 OJ0846_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0846
 OJ0846  HISTORY     - Date     Condition        Report By
 OJ0846  HISTORY     - 1980     MONUMENTED       NOS
 OJ0846  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0846
 OJ0846                          STATION DESCRIPTION
 OJ0846
 OJ0846'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0846'THE STATION IS LOCATED IN HARBOR BEACH ON A PROMINENT POINT OF
 OJ0846'LAND AT THE SOUTH END OF THE HARBOR.
 OJ0846'
 OJ0846'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0846'M142 IN HARBOR BEACH GO SOUTH ON M25 FOR THREE BLOCKS
 OJ0846'TO COURT STREET.  TURN LEFT ON COURT STREET AND
 OJ0846'PROCEED EAST TO RESORT STREET.  TURN RIGHT ON RESORT STREET
 OJ0846'AND GO SOUTHEAST 1.2 KILOMETERS TO THE RESIDENCE
 OJ0846'AT 37 RESORT STREET.  WALK TO THE NORTHEAST END OF THE POINT
 OJ0846'AND THE VICINITY OF THE STATION.
 OJ0846'
 OJ0846'THE STATION IS THE CENTER PUNCH MARK ON TOP OF A 2 CM
 OJ0846'COPPER COATED STEEL ROD
 OJ0846'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0846'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0846'20 METERS (66 FT) NORTHEAST FROM A SMALL TREE NEAR THE SOUTHEAST
 OJ0846'SIDE OF THE POINT.
 OJ0846'11.70 METERS (38.4 FT) EAST FROM A SMALL PINE TREE.
 OJ0846'02 METERS (8 FT) SOUTHWEST FROM THE TOP OF THE BANK.
 OJ0846'1.01 METERS (3.3 FT) WEST FROM A NOS WITNESS POST SIGN.
 OJ0846'
 OJ0846'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
 OJ0846'
 OJ0846'DESCRIBED BY T. KUCHCIAK.
 OJ0846
 OJ0846                          STATION RECOVERY (1999)
 OJ0846
 OJ0846'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0588 ***********************************************************************
 OJ0588  DESIGNATION -  600 MICH USGS
 OJ0588  PID         -  OJ0588
 OJ0588  STATE/COUNTY-  MI/SAGINAW
 OJ0588  USGS QUAD   -  SAGINAW (1973)
 OJ0588
 OJ0588                         *CURRENT SURVEY CONTROL
 OJ0588  ___________________________________________________________________
 OJ0588* NAD 83(1986)-  43 23 48.     (N)    083 57 48.     (W)     SCALED    
 OJ0588* NAVD 88     -       182.456  (meters)     598.61   (feet)  ADJUSTED  
 OJ0588  ___________________________________________________________________
 OJ0588  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OJ0588  DYNAMIC HT  -         182.418 (meters)     598.48  (feet)  COMP
 OJ0588  MODELED GRAV-     980,404.2   (mgal)                       NAVD 88
 OJ0588
 OJ0588  VERT ORDER  -  FIRST     CLASS 0
 OJ0588
 OJ0588.The horizontal coordinates were scaled from a topographic map and have
 OJ0588.an estimated accuracy of +/- 6 seconds.
 OJ0588
 OJ0588.The orthometric height was determined by differential leveling
 OJ0588.and adjusted by the National Geodetic Survey in June 1991..
 OJ0588
 OJ0588.The geoid height was determined by GEOID03.
 OJ0588
 OJ0588.The dynamic height is computed by dividing the NAVD 88
 OJ0588.geopotential number by the normal gravity value computed on the
 OJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0588.degrees latitude (g = 980.6199 gals.).
 OJ0588
 OJ0588.The modeled gravity was interpolated from observed gravity values.
 OJ0588
 OJ0588;                    North         East    Units  Estimated Accuracy
 OJ0588;SPC MI S     -   210,760.    4,032,670.      MT  (+/- 180 meters Scaled)
 OJ0588
 OJ0588                          SUPERSEDED SURVEY CONTROL
 OJ0588
 OJ0588  NGVD 29 (??/??/92)  182.601  (m)          599.08   (f) ADJ UNCH    1 0
 OJ0588
 OJ0588.Superseded values are not recommended for survey control.
 OJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0588.See file dsdata.txt to determine how the superseded data were derived.
 OJ0588
 OJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ600091(NAD 83)
 OJ0588_MARKER: P = PIPE CAP
 OJ0588_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0588_SP_SET: SHALLOW-SET PIPE
 OJ0588_STAMPING: 600 MICH
 OJ0588_PROJECTION: PROJECTING 18 CENTIMETERS
 OJ0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0588_ROD/PIPE-DEPTH: 0.91 meters
 OJ0588
 OJ0588  HISTORY     - Date     Condition        Report By
 OJ0588  HISTORY     - UNK      MONUMENTED       USGS
 OJ0588  HISTORY     - 1976     GOOD             NOS
 OJ0588  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OJ0588
 OJ0588                          STATION DESCRIPTION
 OJ0588
 OJ0588'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0588'IN SAGINAW.
 OJ0588'ON THE EAST SIDE OF THE SAGINAW RIVER 2.0 MILES SOUTH OF THE POST
 OJ0588'OFFICE, IN ANGLE AT THE JUNCTION OF EAST ST. M13 AND SOUTH WASHINGTON
 OJ0588'AVE., 27 FT. SOUTH OF NORTH END OF ANGLE AT POINT OF CURB, 5.6 FT.
 OJ0588'NORTHEAST OF UTILITY POLE, 3.0 FT. WEST OF WEST EDGE OF SIDEWALK,
 OJ0588'BEING HIGHEST POINT ON BRASS CAP SET ON AN IRON PIPE AND PROTRUDING
 OJ0588'0.7 FOOT ABOVE THE GROUND SURFACE.
 OJ0588
 OJ0588                          STATION RECOVERY (2001)
 OJ0588
 OJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8096 ***********************************************************************
 AA8096  CBN         -  This is a Cooperative Base Network Control Station.
 AA8096  DESIGNATION -  60021 01
 AA8096  PID         -  AA8096
 AA8096  STATE/COUNTY-  MI/MONTMORENCY
 AA8096  USGS QUAD   -  ATLANTA (1986)
 AA8096
 AA8096                         *CURRENT SURVEY CONTROL
 AA8096  ___________________________________________________________________
 AA8096* NAD 83(1994)-  45 00 26.11707(N)    084 12 23.98159(W)     ADJUSTED  
 AA8096* NAVD 88     -       318.9    (meters)    1046.     (feet)  GPS OBS   
 AA8096  ___________________________________________________________________
 AA8096  X           -     455,971.112 (meters)                     COMP
 AA8096  Y           -  -4,494,149.059 (meters)                     COMP
 AA8096  Z           -   4,488,118.750 (meters)                     COMP
 AA8096  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 AA8096  ELLIP HEIGHT-         283.21  (meters)          (06/11/02) GPS OBS
 AA8096  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 AA8096
 AA8096  HORZ ORDER  -  B
 AA8096  ELLP ORDER  -  FOURTH    CLASS I
 AA8096
 AA8096.The horizontal coordinates were established by GPS observations
 AA8096.and adjusted by the National Geodetic Survey in September 1995..
 AA8096
 AA8096.The orthometric height was determined by GPS observations and a
 AA8096.high-resolution geoid model.
 AA8096
 AA8096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8096
 AA8096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8096
 AA8096.The ellipsoidal height was determined by GPS observations
 AA8096.and is referenced to NAD 83.
 AA8096
 AA8096.The geoid height was determined by GEOID03.
 AA8096
 AA8096;                    North         East     Units Scale Factor Converg.
 AA8096;SPC MI C     -   187,870.458 6,012,613.203   MT  0.99991333   +0 06 46.9
 AA8096;SPC MI C     -   616,372.89 19,726,421.27   iFT  0.99991333   +0 06 46.9
 AA8096;UTM  16      - 4,987,552.636   720,130.106   MT  1.00019588   +1 58 34.4
 AA8096
 AA8096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8096!SPC MI C     -   0.99995560  x   0.99991333  =   0.99986893
 AA8096!UTM  16      -   0.99995560  x   1.00019588  =   1.00015147
 AA8096
 AA8096                          SUPERSEDED SURVEY CONTROL
 AA8096
 AA8096  ELLIP H (09/20/95)  283.22   (m)                       GP(       ) 1 2
 AA8096
 AA8096.Superseded values are not recommended for survey control.
 AA8096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8096.See file dsdata.txt to determine how the superseded data were derived.
 AA8096
 AA8096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2013087553(NAD 83)
 AA8096_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8096_STAMPING: 60021-01 1983
 AA8096_MARK LOGO: MIDT  
 AA8096_PROJECTION: FLUSH
 AA8096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8096+STABILITY: SURFACE MOTION
 AA8096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8096+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AA8096
 AA8096  HISTORY     - Date     Condition        Report By
 AA8096  HISTORY     - 1983     MONUMENTED       MIDT
 AA8096  HISTORY     - 19940520 GOOD             NGS
 AA8096  HISTORY     - 20010426 GOOD             MIDNR
 AA8096  HISTORY     - 20011205 GOOD             NGS
 AA8096
 AA8096                          STATION DESCRIPTION
 AA8096
 AA8096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8096'STATION IS LOCATED IN QUAD 450842, ABOUT 3.3 MI (5.3 KM) WEST OF THE
 AA8096'CENTER OF ATLANTA, ALONG THE SOUTH SIDE OF STATE HIGHWAY 32, IN THE
 AA8096'SOUTHWEST 1/4 OF SECTION 10, T 30 N, R 2 E, BRILEY TOWNSHIP.
 AA8096'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 AA8096'JUNCTION OF STATE HIGHWAYS 32 AND 33 NORTH IN THE CENTER OF ATLANTA,
 AA8096'GO WEST ON HIGHWAY 32 FOR 3.3 MI (5.3 KM) TO THE TOP OF A PROMINENT
 AA8096'HILL AND THE STATION ON THE LEFT.  STATION IS 23.5 FT (7.2 M) SOUTH
 AA8096'FROM THE CENTERLINE OF STATE HIGHWAY 32, 19.0 FT (5.8 M) WEST FROM A
 AA8096'UTILITY POLE, AND 1.0 FT (0.3 M) NORTH FROM A METAL WITNESS POST.
 AA8096
 AA8096                          STATION RECOVERY (2001)
 AA8096
 AA8096'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (MF)
 AA8096'STATION WAS RECOVERED ON 04-03-2001, BY MICHIGAN DEPARTMENT OF
 AA8096'NATURAL RESOURSES (MAT FELDPAUJCK) IN GOOD CONDITION.  STATION IS
 AA8096'GOOD TO USE FOR G.P.S.
 AA8096' 
 AA8096'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8096'
 AA8096
 AA8096                          STATION RECOVERY (2001)
 AA8096
 AA8096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA8096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0892 ***********************************************************************
 QK0892  DESIGNATION -  60021901
 QK0892  PID         -  QK0892
 QK0892  STATE/COUNTY-  MI/MONTMORENCY
 QK0892  USGS QUAD   -  ATLANTA (1986)
 QK0892
 QK0892                         *CURRENT SURVEY CONTROL
 QK0892  ___________________________________________________________________
 QK0892* NAD 83(1994)-  45 00 26.61533(N)    084 10 28.32292(W)     ADJUSTED  
 QK0892* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 QK0892  ___________________________________________________________________
 QK0892  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 QK0892  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 QK0892
 QK0892  HORZ ORDER  -  THIRD
 QK0892
 QK0892.The horizontal coordinates were established by classical geodetic methods
 QK0892.and adjusted by the National Geodetic Survey in February 1997..
 QK0892
 QK0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0892
 QK0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0892
 QK0892.The geoid height was determined by GEOID03.
 QK0892
 QK0892;                    North         East     Units Scale Factor Converg.
 QK0892;SPC MI C     -   187,891.336 6,015,145.766   MT  0.99991333   +0 08 08.6
 QK0892;SPC MI C     -   616,441.39 19,734,730.20   iFT  0.99991333   +0 08 08.6
 QK0892;UTM  16      - 4,987,655.875   722,661.384   MT  1.00020967   +1 59 56.3
 QK0892
 QK0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0892!SPC MI C     -   0.99996348  x   0.99991333  =   0.99987681
 QK0892!UTM  16      -   0.99996348  x   1.00020967  =   1.00017314
 QK0892
 QK0892                          SUPERSEDED SURVEY CONTROL
 QK0892
 QK0892  NAD 83(1986)-  45 00 26.60643(N)    084 10 28.32631(W) AD(       ) 3
 QK0892  NGVD 29 (04/09/92)  268.8    (m)          882.     (f) VERT ANG       
 QK0892
 QK0892.Superseded values are not recommended for survey control.
 QK0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0892.See file dsdata.txt to determine how the superseded data were derived.
 QK0892
 QK0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2266187656(NAD 83)
 QK0892_MARKER: DD = SURVEY DISK
 QK0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0892_SP_SET: CONCRETE POST
 QK0892_STAMPING: 60021901
 QK0892_MARK LOGO: MIDH  
 QK0892_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0892+STABILITY: SURFACE MOTION
 QK0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0892+SATELLITE: SATELLITE OBSERVATIONS - 1983
 QK0892
 QK0892  HISTORY     - Date     Condition        Report By
 QK0892  HISTORY     - 1983     MONUMENTED       MIDH
 QK0892  HISTORY     - 20011205 GOOD             NGS
 QK0892
 QK0892                          STATION DESCRIPTION
 QK0892
 QK0892'DESCRIBED BY MI DEPT OF HIGHWAYS 1983
 QK0892'THE STATION IS LOCATED IN QUAD 450842, ABOUT 2.75 KM (1.71 MI) WEST OF
 QK0892'ATLANTA AND HIGHWAY RIGHT-OF-WAY PROPERTY.
 QK0892'TO REACH FROM THE POST OFFICE AND THE JUNCTION OF STATE HIGHWAYS M-32
 QK0892'AND M-33 IN THE CENTER OF ATLANTA, GO WEST ON HIGHWAY M-33 FOR 2.75
 QK0892'KM (1.71 MI) TO STATION ON RIGHT AS DESCRIBED.
 QK0892'THE STATION IS LOCATED 25.603 M (83.999 FT) SOUTH-SOUTEAST FROM THE
 QK0892'SOUTHWEST CORNER OF A WHITE FRAME HOUSE, 16.002 M (52.500 FT) WEST
 QK0892'FROM A DRIVEWAY, 10.058 M (32.999 FT) EAST FROM A UTILITY POLE AND
 QK0892'8.839 M (28.999 FT) NORTH FROM THE CENTER OF STATE HIGHWAY M-33.
 QK0892'A TRAVERSE CONNECTION WAS MADE TO STATION VOYER 1956 USING ELECTRONIC
 QK0892'DISTANCE MEASURING EQUIPMENT.
 QK0892'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 QK0892'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 QK0892
 QK0892                          STATION RECOVERY (2001)
 QK0892
 QK0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0892'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0364 ***********************************************************************
 QJ0364  DESIGNATION -  60022905
 QJ0364  PID         -  QJ0364
 QJ0364  STATE/COUNTY-  MI/MONTMORENCY
 QJ0364  USGS QUAD   -  HILLMAN (1986)
 QJ0364
 QJ0364                         *CURRENT SURVEY CONTROL
 QJ0364  ___________________________________________________________________
 QJ0364* NAD 83(1994)-  45 04 39.57842(N)    083 54 02.27100(W)     ADJUSTED  
 QJ0364* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 QJ0364  ___________________________________________________________________
 QJ0364  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 QJ0364  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 QJ0364
 QJ0364  HORZ ORDER  -  THIRD
 QJ0364
 QJ0364.The horizontal coordinates were established by classical geodetic methods
 QJ0364.and adjusted by the National Geodetic Survey in February 1997..
 QJ0364
 QJ0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0364
 QJ0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0364
 QJ0364.The geoid height was determined by GEOID03.
 QJ0364
 QJ0364;                    North         East     Units Scale Factor Converg.
 QJ0364;SPC MI C     -   195,787.155 6,036,692.473   MT  0.99991545   +0 19 45.2
 QJ0364;SPC MI C     -   642,346.31 19,805,421.50   iFT  0.99991545   +0 19 45.2
 QJ0364;UTM  17      - 4,995,671.259   271,695.102   MT  1.00024095   -2 03 17.0
 QJ0364
 QJ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0364!SPC MI C     -   0.99996741  x   0.99991545  =   0.99988286
 QJ0364!UTM  17      -   0.99996741  x   1.00024095  =   1.00020835
 QJ0364
 QJ0364                          SUPERSEDED SURVEY CONTROL
 QJ0364
 QJ0364  NAD 83(1986)-  45 04 39.57025(N)    083 54 02.27128(W) AD(       ) 3
 QJ0364  NGVD 29 (04/09/92)  244.2    (m)          801.     (f) VERT ANG       
 QJ0364
 QJ0364.Superseded values are not recommended for survey control.
 QJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0364.See file dsdata.txt to determine how the superseded data were derived.
 QJ0364
 QJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7169595671(NAD 83)
 QJ0364_MARKER: DD = SURVEY DISK
 QJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0364_SP_SET: CONCRETE POST
 QJ0364_STAMPING: 60022905
 QJ0364_MARK LOGO: MIDH  
 QJ0364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QJ0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0364+STABILITY: POSITION/ELEVATION WELL
 QJ0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0364+SATELLITE: SATELLITE OBSERVATIONS - 1983
 QJ0364
 QJ0364  HISTORY     - Date     Condition        Report By
 QJ0364  HISTORY     - 1983     MONUMENTED       NGS
 QJ0364  HISTORY     - 20011205 GOOD             NGS
 QJ0364
 QJ0364                          STATION DESCRIPTION
 QJ0364
 QJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0364'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 1.62 KM (1.01 MI) NORTH
 QJ0364'OF THE THUNDER BAY RIVER BRIDGE IN THE VILLAGE OF HILLMAN ON HIGHWAY
 QJ0364'RIGHT-OF-WAY PROPERTY.
 QJ0364'TO REACH FROM THE POST OFFICE AND THE THUNDER BAY RIVER BRIDGE IN
 QJ0364'HILLMAN, GO NORTH ON STATE STREET WHICH TURNS INTO COUNTY ROUTE 451
 QJ0364'FOR 1.62 KM (1.01 MI) TO STATION ON RIGHT.
 QJ0364'STATION IS 13.411 M (43.999 FT) EAST FROM THE CENTER OF COUNTY ROUTE
 QJ0364'451, 5.182 M (17.001 FT) NORTH FROM THE NORTH EDGE OF A GRAVEL
 QJ0364'DRIVEWAY AND 0.610 M (2.001 FT) SOUTH FROM A UTILITY POLE.
 QJ0364'THE AZIMUTH DETERMINATION WAS DERIVED FROM TAKING A POLARIS
 QJ0364'OBSERVATION AT STATION HILLMAN 1956.  A TRAVERSE CONNECTION USING
 QJ0364'ELECTRONIC DISTANCE MEASURING EQUIPMENT WAS MADE BETWEEN THESE TWO
 QJ0364'STATIONS.
 QJ0364'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 QJ0364'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 QJ0364
 QJ0364                          STATION RECOVERY (2001)
 QJ0364
 QJ0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0364'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0097 ***********************************************************************
 OK0097  DESIGNATION -  602 MICH
 OK0097  PID         -  OK0097
 OK0097  STATE/COUNTY-  MI/SAGINAW
 OK0097  USGS QUAD   -  ST CHARLES (1975)
 OK0097
 OK0097                         *CURRENT SURVEY CONTROL
 OK0097  ___________________________________________________________________
 OK0097* NAD 83(1986)-  43 15 16.     (N)    084 07 47.     (W)     SCALED    
 OK0097* NAVD 88     -       183.163  (meters)     600.93   (feet)  ADJUSTED  
 OK0097  ___________________________________________________________________
 OK0097  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0097  DYNAMIC HT  -         183.125 (meters)     600.80  (feet)  COMP
 OK0097  MODELED GRAV-     980,408.7   (mgal)                       NAVD 88
 OK0097
 OK0097  VERT ORDER  -  SECOND    CLASS 0
 OK0097
 OK0097.The horizontal coordinates were scaled from a topographic map and have
 OK0097.an estimated accuracy of +/- 6 seconds.
 OK0097
 OK0097.The orthometric height was determined by differential leveling
 OK0097.and adjusted by the National Geodetic Survey in June 1991..
 OK0097
 OK0097.The geoid height was determined by GEOID03.
 OK0097
 OK0097.The dynamic height is computed by dividing the NAVD 88
 OK0097.geopotential number by the normal gravity value computed on the
 OK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0097.degrees latitude (g = 980.6199 gals.).
 OK0097
 OK0097.The modeled gravity was interpolated from observed gravity values.
 OK0097
 OK0097;                    North         East    Units  Estimated Accuracy
 OK0097;SPC MI S     -   194,910.    4,019,240.      MT  (+/- 180 meters Scaled)
 OK0097
 OK0097                          SUPERSEDED SURVEY CONTROL
 OK0097
 OK0097  NGVD 29 (??/??/92)  183.338  (m)          601.50   (f) ADJ UNCH    2 0
 OK0097
 OK0097.Superseded values are not recommended for survey control.
 OK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0097.See file dsdata.txt to determine how the superseded data were derived.
 OK0097
 OK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN329930(NAD 83)
 OK0097_MARKER: DD = SURVEY DISK
 OK0097_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0097_STAMPING: 602 MICH
 OK0097_MARK LOGO: USGS  
 OK0097_MAGNETIC: P = MARKER IS A STEEL PIPE
 OK0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0097+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1994
 OK0097
 OK0097  HISTORY     - Date     Condition        Report By
 OK0097  HISTORY     - UNK      MONUMENTED       USGS
 OK0097  HISTORY     - 1934     GOOD             NGS
 OK0097  HISTORY     - 19940804 GOOD             NGS
 OK0097  HISTORY     - 20010808 GOOD             NGS
 OK0097  HISTORY     - 20011128 GOOD             NGS
 OK0097
 OK0097                          STATION DESCRIPTION
 OK0097
 OK0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0097'2.8 MI S FROM ST CHARLES.
 OK0097'2.8 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0097'STATION AT SAINT CHARLES, SAGINAW COUNTY, AT FERGUS, 75 FEET
 OK0097'NORTH AND ACROSS FROM THE GENERAL STORE, AT A ROAD CROSSING,
 OK0097'40 FEET NORTH OF THE CENTERLINE OF THE ROAD, 40 FEET EAST OF
 OK0097'THE EAST RAIL, AT THE EDGE OF A FENCE, AND 1 FOOT LOWER THAN
 OK0097'THE TOP OF THE RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK,
 OK0097'STAMPED 602 MICH. AND SET IN THE TOP OF A CONCRETE POST.
 OK0097
 OK0097                          STATION RECOVERY (1994)
 OK0097
 OK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 OK0097'3.0 MILES (4.8 KM) SOUTH OF ST CHARLES AT THE SMALL COMMUNITY OF
 OK0097'FERGUS, NEAR THE QUARTER CORNERS BETWEEN SECTIONS 20 AND 21, T-10-N,
 OK0097'R-3-E, ST CHARLES TOWNSHIP. TO REACH FROM THE STOPLIGHT AT THE CORNER
 OK0097'OF STATE ROUTE M-52 AND SAGINAW STREET IN ST CHARLES, GO SOUTH ON
 OK0097'HIGHWAY M-52 FOR 3.0 MILES (4.8 KM) TO THE JUNCTION OF FERGUS ROAD.
 OK0097'TURN LEFT AND GO EAST ON FERGUS ROAD FOR ABOUT 1.8 MILES (2.9 KM) TO A
 OK0097'RAILROAD CROSSING AND THE STATION IN THE FRONT LAWN OF A HOUSE ALONG
 OK0097'THE EAST SIDE OF RAILROAD CROSSING,  A BRASS CAP ATTACHED TO IRON PIPE
 OK0097'DRIVEN INTO THE GROUND, NOT A DISK SET INTO A CONCRETE MONUMENT AS
 OK0097'PREVIOUSLY DESCRIBED, 152.0 FEET (46.3 M) WEST OF CENTER MC KEIGHAN
 OK0097'ROAD, 42.0 FEET (12.8 M) EAST OF RAILROAD TRACK, 38.0 FEET (11.6 M)
 OK0097'NORTH OF CENTER OF FERGUS ROAD, AND 5.5 FEET (1.7 M) WEST OF A UTILITY
 OK0097'POLE.
 OK0097
 OK0097                          STATION RECOVERY (2001)
 OK0097
 OK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0097'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0097
 OK0097                          STATION RECOVERY (2001)
 OK0097
 OK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0097'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0388 ***********************************************************************
 OJ0388  DESIGNATION -  61
 OJ0388  PID         -  OJ0388
 OJ0388  STATE/COUNTY-  MI/GENESEE
 OJ0388  USGS QUAD   -  FLINT NORTH (1975)
 OJ0388
 OJ0388                         *CURRENT SURVEY CONTROL
 OJ0388  ___________________________________________________________________
 OJ0388* NAD 83(1986)-  43 00 37.     (N)    083 41 09.     (W)     SCALED    
 OJ0388* NAVD 88     -       230.712  (meters)     756.93   (feet)  ADJUSTED  
 OJ0388  ___________________________________________________________________
 OJ0388  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 OJ0388  DYNAMIC HT  -         230.652 (meters)     756.73  (feet)  COMP
 OJ0388  MODELED GRAV-     980,358.1   (mgal)                       NAVD 88
 OJ0388
 OJ0388  VERT ORDER  -  SECOND    CLASS 0
 OJ0388
 OJ0388.The horizontal coordinates were scaled from a topographic map and have
 OJ0388.an estimated accuracy of +/- 6 seconds.
 OJ0388
 OJ0388.The orthometric height was determined by differential leveling
 OJ0388.and adjusted by the National Geodetic Survey in June 1991..
 OJ0388
 OJ0388.The geoid height was determined by GEOID03.
 OJ0388
 OJ0388.The dynamic height is computed by dividing the NAVD 88
 OJ0388.geopotential number by the normal gravity value computed on the
 OJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0388.degrees latitude (g = 980.6199 gals.).
 OJ0388
 OJ0388.The modeled gravity was interpolated from observed gravity values.
 OJ0388
 OJ0388;                    North         East    Units  Estimated Accuracy
 OJ0388;SPC MI S     -   167,980.    4,055,500.      MT  (+/- 180 meters Scaled)
 OJ0388
 OJ0388                          SUPERSEDED SURVEY CONTROL
 OJ0388
 OJ0388  NGVD 29 (??/??/92)  230.864  (m)          757.43   (f) ADJ UNCH    2 0
 OJ0388
 OJ0388.Superseded values are not recommended for survey control.
 OJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0388.See file dsdata.txt to determine how the superseded data were derived.
 OJ0388
 OJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH811654(NAD 83)
 OJ0388_MARKER: DD = SURVEY DISK
 OJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0388_STAMPING: 61
 OJ0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0388+STABILITY: SURFACE MOTION
 OJ0388
 OJ0388  HISTORY     - Date     Condition        Report By
 OJ0388  HISTORY     - UNK      MONUMENTED       MI1730
 OJ0388  HISTORY     - 1934     GOOD             NGS
 OJ0388  HISTORY     - 1961     MARK NOT FOUND   AEROS
 OJ0388
 OJ0388                          STATION DESCRIPTION
 OJ0388
 OJ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0388'AT FLINT.
 OJ0388'AT FLINT, GENESEE COUNTY, 33 YARDS NORTHWEST OF THE NORTHWEST
 OJ0388'CORNER OF THE GRAND TRUNK WESTERN RAILROAD PASSENGER STATION,
 OJ0388'ON SAGINAW STREET, AT THE NORTHEAST CORNER OF THE INTERSECTION
 OJ0388'WITH FOURTEENTH STREET, 31.2 FEET SOUTHWEST OF THE SOUTHWEST
 OJ0388'CORNER OF A PURE OIL SERVICE STATION, AND 3.7 FEET NORTHEAST
 OJ0388'OF THE INTERSECTION OF THE NORTH CURB OF FOURTEENTH STREET WITH
 OJ0388'THE EAST CURB OF SAGINAW STREET.  A CITY OF FLINT STANDARD
 OJ0388'DISK, STAMPED 61 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0388'NOTE-- INSTALLATION OF UNDERPASS FOR SAGINAW STREET CROSSING OF
 OJ0388'GRAND TRUNK WESTERN RAILROAD PROBABLY DESTROYED THIS MARK.
 OJ0388
 OJ0388                          STATION RECOVERY (1961)
 OJ0388
 OJ0388'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 OJ0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0745 ***********************************************************************
 NE0745  DESIGNATION -  61 1/2
 NE0745  PID         -  NE0745
 NE0745  STATE/COUNTY-  MI/GENESEE
 NE0745  USGS QUAD   -  BYRON (1975)
 NE0745
 NE0745                         *CURRENT SURVEY CONTROL
 NE0745  ___________________________________________________________________
 NE0745* NAD 83(1986)-  42 51 52.     (N)    083 53 38.     (W)     SCALED    
 NE0745* NAVD 88     -       255.457  (meters)     838.11   (feet)  ADJUSTED  
 NE0745  ___________________________________________________________________
 NE0745  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NE0745  DYNAMIC HT  -         255.390 (meters)     837.89  (feet)  COMP
 NE0745  MODELED GRAV-     980,354.9   (mgal)                       NAVD 88
 NE0745
 NE0745  VERT ORDER  -  SECOND    CLASS 0
 NE0745
 NE0745.The horizontal coordinates were scaled from a topographic map and have
 NE0745.an estimated accuracy of +/- 6 seconds.
 NE0745
 NE0745.The orthometric height was determined by differential leveling
 NE0745.and adjusted by the National Geodetic Survey in June 1991..
 NE0745
 NE0745.The geoid height was determined by GEOID03.
 NE0745
 NE0745.The dynamic height is computed by dividing the NAVD 88
 NE0745.geopotential number by the normal gravity value computed on the
 NE0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0745.degrees latitude (g = 980.6199 gals.).
 NE0745
 NE0745.The modeled gravity was interpolated from observed gravity values.
 NE0745
 NE0745;                    North         East    Units  Estimated Accuracy
 NE0745;SPC MI S     -   151,670.    4,038,630.      MT  (+/- 180 meters Scaled)
 NE0745
 NE0745                          SUPERSEDED SURVEY CONTROL
 NE0745
 NE0745  NGVD 29 (??/??/92)  255.584  (m)          838.53   (f) ADJ UNCH    2 0
 NE0745
 NE0745.Superseded values are not recommended for survey control.
 NE0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0745.See file dsdata.txt to determine how the superseded data were derived.
 NE0745
 NE0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH635498(NAD 83)
 NE0745_MARKER: B = BOLT
 NE0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0745_STAMPING: 61 1/2
 NE0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0745+STABILITY: SURFACE MOTION
 NE0745
 NE0745  HISTORY     - Date     Condition        Report By
 NE0745  HISTORY     - UNK      MONUMENTED       CGS
 NE0745  HISTORY     - 1967     GOOD             USGS
 NE0745
 NE0745                          STATION DESCRIPTION
 NE0745
 NE0745'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0745'1.1 MI SE FROM GAINES.
 NE0745'GAINES, GENESEE COUNTY, 0.65 MI. S. AND 0.9 MI. E OF, ABOUT 1.1
 NE0745'MI. SE ALONG THE GRAND TRUNK WESTERN RY. FROM THE STATION AT,
 NE0745'T. 5 N., R. 5 E., IN THE NE 1/4 OF SEC. 5, 0.2 MI. SE OF CROSSING
 NE0745'OF GTWRR AND DUFFIELD RD., 45 FT. NE OF NORMAL AND 1.4 FT. LOWER
 NE0745'THAN N. RAIL, 9.0 FT. NE OF A POLE, 9.0 FT. NE OF A WITNESS SIGN,
 NE0745'2.0 FT. SW OF A RIGHT OF WAY FENCE, IN CONC. POST PROJ. 1.0 FT.,
 NE0745'A COPPER BOLT STAMPED 61 1/2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0733 ***********************************************************************
 NE0733  DESIGNATION -  61 1/2
 NE0733  PID         -  NE0733
 NE0733  STATE/COUNTY-  MI/LIVINGSTON
 NE0733  USGS QUAD   -  SOUTH LYON (1983)
 NE0733
 NE0733                         *CURRENT SURVEY CONTROL
 NE0733  ___________________________________________________________________
 NE0733* NAD 83(1986)-  42 27 10.     (N)    083 41 30.     (W)     SCALED    
 NE0733* NAVD 88     -       275.297  (meters)     903.20   (feet)  ADJUSTED  
 NE0733  ___________________________________________________________________
 NE0733  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NE0733  DYNAMIC HT  -         275.218 (meters)     902.94  (feet)  COMP
 NE0733  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 NE0733
 NE0733  VERT ORDER  -  SECOND    CLASS 0
 NE0733
 NE0733.The horizontal coordinates were scaled from a topographic map and have
 NE0733.an estimated accuracy of +/- 6 seconds.
 NE0733
 NE0733.The orthometric height was determined by differential leveling
 NE0733.and adjusted by the National Geodetic Survey in June 1991..
 NE0733
 NE0733.The geoid height was determined by GEOID03.
 NE0733
 NE0733.The dynamic height is computed by dividing the NAVD 88
 NE0733.geopotential number by the normal gravity value computed on the
 NE0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0733.degrees latitude (g = 980.6199 gals.).
 NE0733
 NE0733.The modeled gravity was interpolated from observed gravity values.
 NE0733
 NE0733;                    North         East    Units  Estimated Accuracy
 NE0733;SPC MI S     -   106,060.    4,055,520.      MT  (+/- 180 meters Scaled)
 NE0733
 NE0733                          SUPERSEDED SURVEY CONTROL
 NE0733
 NE0733  NGVD 29 (??/??/92)  275.419  (m)          903.60   (f) ADJ UNCH    2 0
 NE0733
 NE0733.Superseded values are not recommended for survey control.
 NE0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0733.See file dsdata.txt to determine how the superseded data were derived.
 NE0733
 NE0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH786035(NAD 83)
 NE0733_MARKER: B = BOLT
 NE0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0733_STAMPING: 61-1/2
 NE0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0733+STABILITY: SURFACE MOTION
 NE0733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0733+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 NE0733
 NE0733  HISTORY     - Date     Condition        Report By
 NE0733  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0733  HISTORY     - 1934     GOOD             NGS
 NE0733  HISTORY     - 1973     GOOD             LOCSUR
 NE0733  HISTORY     - 20030502 GOOD             ROWEIN
 NE0733
 NE0733                          STATION DESCRIPTION
 NE0733
 NE0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0733'2.6 MI W FROM SOUTH LYON.
 NE0733'IN LIVINGSTON COUNTY, 2.6 MILES WEST ALONG THE GRAND TRUNK
 NE0733'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0733'0.5 MILE WEST OF MILEPOST 61, 400 YARDS EAST OF A ROAD CROSSING,
 NE0733'347 YARDS EAST OF THE EAST ABUTMENT OF BRIDGE 61.71, 15 YARDS
 NE0733'NORTH OF THE NORTH RAIL, AND ABOUT 6 FEET HIGHER THAN THE TOP
 NE0733'OF THE RAIL.  A COPPER BOLT, STAMPED 61-1/2 AND SET IN THE TOP
 NE0733'OF A CONCRETE POST.
 NE0733
 NE0733                          STATION RECOVERY (1973)
 NE0733
 NE0733'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0733'RECOVERED IN GOOD CONDITION.
 NE0733
 NE0733                          STATION RECOVERY (2003)
 NE0733
 NE0733'RECOVERY NOTE BY ROWE INCORPORATED 2003 (RLS)
 NE0733'RAILROAD TRACKS NO LONGER EXIST.  GPS NOT POSSIBLE DUE TO TREE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0346 ***********************************************************************
 OK0346  DESIGNATION -  61 1/2
 OK0346  PID         -  OK0346
 OK0346  STATE/COUNTY-  MI/KENT
 OK0346  USGS QUAD   -  SPARTA (1972)
 OK0346
 OK0346                         *CURRENT SURVEY CONTROL
 OK0346  ___________________________________________________________________
 OK0346* NAD 83(1986)-  43 11 56.     (N)    085 38 38.     (W)     SCALED    
 OK0346* NAVD 88     -       244.499  (meters)     802.16   (feet)  ADJUSTED  
 OK0346  ___________________________________________________________________
 OK0346  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 OK0346  DYNAMIC HT  -         244.441 (meters)     801.97  (feet)  COMP
 OK0346  MODELED GRAV-     980,378.7   (mgal)                       NAVD 88
 OK0346
 OK0346  VERT ORDER  -  SECOND    CLASS 0
 OK0346
 OK0346.The horizontal coordinates were scaled from a topographic map and have
 OK0346.an estimated accuracy of +/- 6 seconds.
 OK0346
 OK0346.The orthometric height was determined by differential leveling
 OK0346.and adjusted by the National Geodetic Survey in June 1991..
 OK0346
 OK0346.The geoid height was determined by GEOID03.
 OK0346
 OK0346.The dynamic height is computed by dividing the NAVD 88
 OK0346.geopotential number by the normal gravity value computed on the
 OK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0346.degrees latitude (g = 980.6199 gals.).
 OK0346
 OK0346.The modeled gravity was interpolated from observed gravity values.
 OK0346
 OK0346;                    North         East    Units  Estimated Accuracy
 OK0346;SPC MI S     -   189,500.    3,896,200.      MT  (+/- 180 meters Scaled)
 OK0346
 OK0346                          SUPERSEDED SURVEY CONTROL
 OK0346
 OK0346  NGVD 29 (??/??/92)  244.629  (m)          802.59   (f) ADJ UNCH    2 0
 OK0346
 OK0346.Superseded values are not recommended for survey control.
 OK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0346.See file dsdata.txt to determine how the superseded data were derived.
 OK0346
 OK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN101837(NAD 83)
 OK0346_MARKER: Z = SEE DESCRIPTION
 OK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0346_STAMPING: 61 1/2
 OK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0346+STABILITY: SURFACE MOTION
 OK0346
 OK0346  HISTORY     - Date     Condition        Report By
 OK0346  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0346  HISTORY     - 1934     GOOD             NGS
 OK0346  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0346
 OK0346                          STATION DESCRIPTION
 OK0346
 OK0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0346'3.7 MI E FROM SPARTA.
 OK0346'3.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 OK0346'THE JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA,
 OK0346'KENT COUNTY, 21 FEET NORTH OF THE NORTH RAIL, AND AT THE FENCE
 OK0346'LINE.  A BRASS PLUG, STAMPED 61 1/2 AND SET IN THE TOP OF A
 OK0346'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  NOTE-- RR
 OK0346'TRACKS ARE GONE.
 OK0346
 OK0346                          STATION RECOVERY (1965)
 OK0346
 OK0346'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0126 ***********************************************************************
 NE0126  DESIGNATION -  61 252 C OF D
 NE0126  PID         -  NE0126
 NE0126  STATE/COUNTY-  MI/WAYNE
 NE0126  USGS QUAD   -  BELLE ISLE (1980)
 NE0126
 NE0126                         *CURRENT SURVEY CONTROL
 NE0126  ___________________________________________________________________
 NE0126* NAD 83(1986)-  42 21 30.     (N)    082 56 36.     (W)     SCALED    
 NE0126* NAVD 88     -       175.437  (meters)     575.58   (feet)  ADJUSTED  
 NE0126  ___________________________________________________________________
 NE0126  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0126  DYNAMIC HT  -         175.385 (meters)     575.41  (feet)  COMP
 NE0126  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 NE0126
 NE0126  VERT ORDER  -  FIRST     CLASS 0
 NE0126
 NE0126.The horizontal coordinates were scaled from a topographic map and have
 NE0126.an estimated accuracy of +/- 6 seconds.
 NE0126
 NE0126.The orthometric height was determined by differential leveling
 NE0126.and adjusted by the National Geodetic Survey in June 1991..
 NE0126
 NE0126.The geoid height was determined by GEOID03.
 NE0126
 NE0126.The dynamic height is computed by dividing the NAVD 88
 NE0126.geopotential number by the normal gravity value computed on the
 NE0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0126.degrees latitude (g = 980.6199 gals.).
 NE0126
 NE0126.The modeled gravity was interpolated from observed gravity values.
 NE0126
 NE0126;                    North         East    Units  Estimated Accuracy
 NE0126;SPC MI S     -    96,330.    4,117,250.      MT  (+/- 180 meters Scaled)
 NE0126
 NE0126                          SUPERSEDED SURVEY CONTROL
 NE0126
 NE0126  NGVD 29 (??/??/92)  175.594  (m)          576.09   (f) ADJ UNCH    1 0
 NE0126
 NE0126.Superseded values are not recommended for survey control.
 NE0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0126.See file dsdata.txt to determine how the superseded data were derived.
 NE0126
 NE0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG399913(NAD 83)
 NE0126_MARKER: DD = SURVEY DISK
 NE0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0126+STABILITY: SURFACE MOTION
 NE0126
 NE0126  HISTORY     - Date     Condition        Report By
 NE0126  HISTORY     - UNK      MONUMENTED       MI1260
 NE0126  HISTORY     - 1970     GOOD             USLS
 NE0126  HISTORY     - 20020206 GOOD             USPSQD
 NE0126
 NE0126                          STATION DESCRIPTION
 NE0126
 NE0126'DESCRIBED BY US LAKE SURVEY 1970
 NE0126'IN DETROIT.
 NE0126'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0126'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0126'NORTHEAST CORNER OF SCRIPPS AND LENOX STREETS, IN THE SIDEWALK,
 NE0126'5 FEET SOUTH OF THE NORTH PROPERTY LINE OF SCRIPPS STREET, 5
 NE0126'FEET WEST OF THE EAST PROPERTY LINE OF LENOX STREET, UNDER AN
 NE0126'8-INCH HAND HOLE COVER IN A WELL, BEING HIGHEST POINT OVER CROSS
 NE0126'IN CENTER OF BRONZE DISC SET INTO THE CONCRETE MONUMENT.
 NE0126
 NE0126                          STATION RECOVERY (2002)
 NE0126
 NE0126'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0126'LOCATION  9.33 FEET NW OF NW CURB OF SCRIPPS, 5.00 FEET NE OF NE CURB
 NE0126'OF LENOX, UNDER 6 INCH COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0917 ***********************************************************************
 RJ0917  DESIGNATION -  61 USLS 1878
 RJ0917  PID         -  RJ0917
 RJ0917  STATE/COUNTY-  MI/CHIPPEWA
 RJ0917  USGS QUAD   -  GOETZVILLE (1976)
 RJ0917
 RJ0917                         *CURRENT SURVEY CONTROL
 RJ0917  ___________________________________________________________________
 RJ0917* NAD 83(1994)-  46 16 17.89787(N)    084 07 15.19825(W)     ADJUSTED  
 RJ0917* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0917  ___________________________________________________________________
 RJ0917  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 RJ0917  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0917
 RJ0917  HORZ ORDER  -  THIRD
 RJ0917
 RJ0917.The horizontal coordinates were established by classical geodetic methods
 RJ0917.and adjusted by the National Geodetic Survey in February 1997..
 RJ0917
 RJ0917.The orthometric height was scaled from a topographic map.
 RJ0917
 RJ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0917
 RJ0917.The geoid height was determined by GEOID03.
 RJ0917
 RJ0917;                    North         East     Units Scale Factor Converg.
 RJ0917;SPC MI N     -   169,445.635 8,221,861.240   MT  0.99990286   +2 04 51.6
 RJ0917;SPC MI N     -   555,924.00 26,974,610.37   iFT  0.99990286   +2 04 51.6
 RJ0917;SPC MI C     -   328,416.709 6,018,948.846   MT  1.00018269   +0 10 25.0
 RJ0917;SPC MI C     - 1,077,482.64 19,747,207.50   iFT  1.00018269   +0 10 25.0
 RJ0917;UTM  16      - 5,128,258.450   721,838.775   MT  1.00020499   +2 04 52.9
 RJ0917
 RJ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0917!SPC MI N     -   0.99997814  x   0.99990286  =   0.99988101
 RJ0917!SPC MI C     -   0.99997814  x   1.00018269  =   1.00016083
 RJ0917!UTM  16      -   0.99997814  x   1.00020499  =   1.00018313
 RJ0917
 RJ0917                          SUPERSEDED SURVEY CONTROL
 RJ0917
 RJ0917  NAD 83(1986)-  46 16 17.87667(N)    084 07 15.20234(W) AD(       ) 3
 RJ0917  NAD 27      -  46 16 17.82200(N)    084 07 15.10600(W) AD(       ) 3
 RJ0917
 RJ0917.Superseded values are not recommended for survey control.
 RJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0917.See file dsdata.txt to determine how the superseded data were derived.
 RJ0917
 RJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2183928258(NAD 83)
 RJ0917_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0917+STABILITY: SURFACE MOTION
 RJ0917
 RJ0917  HISTORY     - Date     Condition        Report By
 RJ0917  HISTORY     - 1878     MONUMENTED       USLS
 RJ0917  HISTORY     - 1968     GOOD             USE
 RJ0917
 RJ0917                          STATION DESCRIPTION
 RJ0917
 RJ0917'DESCRIBED BY US LAKE SURVEY 1878
 RJ0917'ON THE E SIDE OF NEEBISH ISLAND, 1/2 MILE N OF RAINS ISLAND.  IT
 RJ0917'IS ON THE POINT OF WOODS, AT THE LOWER END OF LITTLE MUD LAKE, AND
 RJ0917'1/4 MILE N OF MIRRE POINT.  IT IS IN AN OPEN FIELD LEADING FROM
 RJ0917'A SMALL BAY ON THE S SIDE OF THE POINT AND 75 FEET DISTANT, TO A
 RJ0917'SUMMER HOUSE 125 FEET FARTHER INLAND.  WOODS ARE S OF THE CLEARING
 RJ0917'AND THE ALDER SWAMP ON THE POINT N.  IT IS 6 FEET N OF THE PATH
 RJ0917'LEADING FROM A SMALL DOCK IN THE BAY TO THE COTTAGE.
 RJ0917'
 RJ0917'STATION MARK IS A DRILL HOLE IN A FLAT ROCK UNDERGROUND.  A STANDARD
 RJ0917'I B C BRONZE DISK IN THE TOP OF A CYLINDER OF CONCRETE 7 INCHES IN
 RJ0917'DIAMETER AND 20 INCHES LONG IS SET OVER THE STATION, WITH THE TOP
 RJ0917'PROJECTING A FEW INCHES IN A CAIRN.  A PAINTED TRIPOD IS OVER THE
 RJ0917'STATION.
 RJ0917'
 RJ0917'RANGE 1944 IS 56.556 METERS FROM 61 (U S L S), N 72 DEG 42 MIN E.
 RJ0917
 RJ0917                          STATION RECOVERY (1968)
 RJ0917
 RJ0917'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1299 ***********************************************************************
 RL1299  DESIGNATION -  610.4
 RL1299  PID         -  RL1299
 RL1299  STATE/COUNTY-  MI/ONTONAGON
 RL1299  USGS QUAD   -  WHITE PINE (1956)
 RL1299
 RL1299                         *CURRENT SURVEY CONTROL
 RL1299  ___________________________________________________________________
 RL1299* NAD 83(1986)-  46 50 04.     (N)    089 32 57.     (W)     SCALED    
 RL1299* NAVD 88     -       186.079  (meters)     610.49   (feet)  ADJUSTED  
 RL1299  ___________________________________________________________________
 RL1299  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 RL1299  DYNAMIC HT  -         186.110 (meters)     610.60  (feet)  COMP
 RL1299  MODELED GRAV-     980,774.4   (mgal)                       NAVD 88
 RL1299
 RL1299  VERT ORDER  -  SECOND    CLASS 0
 RL1299
 RL1299.The horizontal coordinates were scaled from a topographic map and have
 RL1299.an estimated accuracy of +/- 6 seconds.
 RL1299
 RL1299.The orthometric height was determined by differential leveling
 RL1299.and adjusted by the National Geodetic Survey in June 1991..
 RL1299
 RL1299.The geoid height was determined by GEOID03.
 RL1299
 RL1299.The dynamic height is computed by dividing the NAVD 88
 RL1299.geopotential number by the normal gravity value computed on the
 RL1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1299.degrees latitude (g = 980.6199 gals.).
 RL1299
 RL1299.The modeled gravity was interpolated from observed gravity values.
 RL1299
 RL1299;                    North         East    Units  Estimated Accuracy
 RL1299;SPC MI N     -   231,100.    7,805,570.      MT  (+/- 180 meters Scaled)
 RL1299
 RL1299                          SUPERSEDED SURVEY CONTROL
 RL1299
 RL1299  NGVD 29 (??/??/92)  186.115  (m)          610.61   (f) ADJ UNCH    2 0
 RL1299
 RL1299.Superseded values are not recommended for survey control.
 RL1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1299.See file dsdata.txt to determine how the superseded data were derived.
 RL1299
 RL1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS056899(NAD 83)
 RL1299_MARKER: Q = CHISELED SQUARE
 RL1299_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1299_SP_SET: BRIDGE
 RL1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1299+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL1299
 RL1299  HISTORY     - Date     Condition        Report By
 RL1299  HISTORY     - UNK      MONUMENTED       USGS
 RL1299  HISTORY     - 1948     GOOD             NGS
 RL1299  HISTORY     - 19950614 GOOD             USPSQD
 RL1299  HISTORY     - 20040802 GOOD             USPSQD
 RL1299
 RL1299                          STATION DESCRIPTION
 RL1299
 RL1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1299'1 MI NE FROM SILVER CITY.
 RL1299'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1299'WITH STATE HIGHWAY 107 IN SILVER CITY, IN THE EAST END OF A 75
 RL1299'FOOT CONCRETE HIGHWAY BRIDGE, IN THE SOUTHEAST CORNER OF THE
 RL1299'FOUNDATION OF THE NORTH GUARD RAIL, 17 FEET NORTH OF THE CENTER
 RL1299'LINE OF THE HIGHWAY AND ABOUT ONE FOOT ABOVE THE LEVEL OF THE
 RL1299'HIGHWAY.  AN OUTLINED SQUARE.
 RL1299
 RL1299                          STATION RECOVERY (1995)
 RL1299
 RL1299'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1299'RECOVERED IN GOOD CONDITION.
 RL1299
 RL1299                          STATION RECOVERY (2004)
 RL1299
 RL1299'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0053 ***********************************************************************
 SG0053  DESIGNATION -  612
 SG0053  PID         -  SG0053
 SG0053  STATE/COUNTY-  MI/HOUGHTON
 SG0053  USGS QUAD   -  CHASSELL (1975)
 SG0053
 SG0053                         *CURRENT SURVEY CONTROL
 SG0053  ___________________________________________________________________
 SG0053* NAD 83(1986)-  47 07 21.     (N)    088 34 00.     (W)     SCALED    
 SG0053* NAVD 88     -       186.155  (meters)     610.74   (feet)  ADJUSTED  
 SG0053  ___________________________________________________________________
 SG0053  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 SG0053  DYNAMIC HT  -         186.184 (meters)     610.84  (feet)  COMP
 SG0053  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 SG0053
 SG0053  VERT ORDER  -  FIRST     CLASS II
 SG0053
 SG0053.The horizontal coordinates were scaled from a topographic map and have
 SG0053.an estimated accuracy of +/- 6 seconds.
 SG0053
 SG0053.The orthometric height was determined by differential leveling
 SG0053.and adjusted by the National Geodetic Survey in June 1991..
 SG0053.WARNING-Repeat measurements at this control monument indicate possible
 SG0053.vertical movement.
 SG0053
 SG0053.The geoid height was determined by GEOID03.
 SG0053
 SG0053.The dynamic height is computed by dividing the NAVD 88
 SG0053.geopotential number by the normal gravity value computed on the
 SG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0053.degrees latitude (g = 980.6199 gals.).
 SG0053
 SG0053.The modeled gravity was interpolated from observed gravity values.
 SG0053
 SG0053;                    North         East    Units  Estimated Accuracy
 SG0053;SPC MI N     -   261,170.    7,881,130.      MT  (+/- 180 meters Scaled)
 SG0053
 SG0053                          SUPERSEDED SURVEY CONTROL
 SG0053
 SG0053  NGVD 29 (??/??/92)  186.167  (m)          610.78   (f) ADJ UNCH    1 2
 SG0053
 SG0053.Superseded values are not recommended for survey control.
 SG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0053.See file dsdata.txt to determine how the superseded data were derived.
 SG0053
 SG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT811199(NAD 83)
 SG0053_MARKER: DD = SURVEY DISK
 SG0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0053_SP_SET: BUILDING
 SG0053_STAMPING: 612
 SG0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0053
 SG0053  HISTORY     - Date     Condition        Report By
 SG0053  HISTORY     - UNK      MONUMENTED       USGS
 SG0053  HISTORY     - 1948     GOOD             NGS
 SG0053  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0053
 SG0053                          STATION DESCRIPTION
 SG0053
 SG0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0053'AT HOUGHTON.
 SG0053'AT HOUGHTON, 68 FEET WEST AND ACROSS A NORTH-SOUTH STREET FROM THE
 SG0053'NORTHWEST CORNER OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 SG0053'STATION, 27 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AND SET
 SG0053'VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF A BRICK
 SG0053'BUILDING ACROSS STREET FROM RAILWAY STATION, 1/2 FEET WEST OF THE
 SG0053'NORTHEAST CORNER AND ABOUT 3 FEET SIDE WALK.
 SG0053
 SG0053                          STATION RECOVERY (1996)
 SG0053
 SG0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0053'THE BUILDING HAS BEEN RAZED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3850 ***********************************************************************
 AA3850  DESIGNATION -  61200
 AA3850  PID         -  AA3850
 AA3850  STATE/COUNTY-  MI/MUSKEGON
 AA3850  USGS QUAD   -  MUSKEGON EAST (1980)
 AA3850
 AA3850                         *CURRENT SURVEY CONTROL
 AA3850  ___________________________________________________________________
 AA3850* NAD 83(1994)-  43 09 41.58748(N)    086 12 43.22101(W)     ADJUSTED  
 AA3850* NAVD 88     -       192.1    (meters)     630.     (feet)  GPS OBS   
 AA3850  ___________________________________________________________________
 AA3850  X           -     307,849.511 (meters)                     COMP
 AA3850  Y           -  -4,649,630.025 (meters)                     COMP
 AA3850  Z           -   4,340,718.795 (meters)                     COMP
 AA3850  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AA3850  ELLIP HEIGHT-         158.36  (meters)          (07/17/02) GPS OBS
 AA3850  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA3850
 AA3850  HORZ ORDER  -  FIRST
 AA3850  ELLP ORDER  -  FOURTH    CLASS I
 AA3850
 AA3850.The horizontal coordinates were established by GPS observations
 AA3850.and adjusted by the National Geodetic Survey in February 1997..
 AA3850
 AA3850.The orthometric height was determined by GPS observations and a
 AA3850.high-resolution geoid model.
 AA3850
 AA3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3850
 AA3850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3850
 AA3850.The ellipsoidal height was determined by GPS observations
 AA3850.and is referenced to NAD 83.
 AA3850
 AA3850.The geoid height was determined by GEOID03.
 AA3850
 AA3850;                    North         East     Units Scale Factor Converg.
 AA3850;SPC MI S     -   186,206.994 3,849,948.322   MT  0.99991850   -1 15 20.9
 AA3850;SPC MI S     -   610,915.33 12,631,064.05   iFT  0.99991850   -1 15 20.9
 AA3850;UTM  16      - 4,779,056.477   564,059.711   MT  0.99965048   +0 32 20.6
 AA3850
 AA3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3850!SPC MI S     -   0.99997517  x   0.99991850  =   0.99989367
 AA3850!UTM  16      -   0.99997517  x   0.99965048  =   0.99962566
 AA3850
 AA3850                          SUPERSEDED SURVEY CONTROL
 AA3850
 AA3850  ELLIP H (02/03/97)  158.38   (m)                       GP(       ) 4 1
 AA3850  NAD 83(1994)-  43 09 41.58932(N)    086 12 43.23223(W) AD(       ) 1
 AA3850
 AA3850.Superseded values are not recommended for survey control.
 AA3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3850.See file dsdata.txt to determine how the superseded data were derived.
 AA3850
 AA3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6406079056(NAD 83)
 AA3850_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3850_STAMPING: 61200 1993
 AA3850_MARK LOGO: MIDT  
 AA3850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3850+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3850
 AA3850  HISTORY     - Date     Condition        Report By
 AA3850  HISTORY     - 1993     MONUMENTED       MIDT
 AA3850
 AA3850                          STATION DESCRIPTION
 AA3850
 AA3850'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3850'STATION IS LOCATED ON QUAD 430862 ON THE MUSKEGON EAST QUADRANGLE MAP.
 AA3850'IT IS NEAR THE NORTH SECTION LINE AND NORTHEAST 1/4 OF SECTION 21,
 AA3850'T-9-N, R-16-W, IN THE CITY OF NORTON SHORES, ABOUT 5.4 MI (8.7 KM)
 AA3850'SOUTH OF THE MUSKEGON COUNTY SEAT, ABOUT 4.0 MI (6.4 KM) NORTHWEST OF
 AA3850'FRUITPORT, ABOUT 14.0 MI (22.5 KM) WEST FROM THE VILLAGE OF RAVENNA,
 AA3850'AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE HIGHWAY INTERCHANGE OF
 AA3850'UNITED STATES HIGHWAY 31 AND COUNTY ROAD B-72 (SHERMAN BOULEVARD) IN
 AA3850'EAST MUSKEGON HEIGHTS, GO WEST ON UNITED STATES HIGHWAY 31 SOUTH BOUND
 AA3850'ON RAMP FOR 0.1 MI, THENCE CONTINUE SOUTH ALONG UNITED STATES HIGHWAY
 AA3850'31 FOR 3.1 MI (5.0 KM) TO STATION ON THE RIGHT, AS DESCRIBED. (STATION
 AA3850'IS IN OLD ELLIS ROAD RIGHT-OF-WAY, ELLIMINATED BY HIGHWAY)STATION IS
 AA3850'47.4 FT (14.4 M) NORTHEAST FROM A UTILITY POLE, 41.0 FT (12.5 M)
 AA3850'SOUTHEAST FROM TELEPHONE PEDESTAL, 25.0 FT (7.6 M) EAST FROM
 AA3850'RIGHT-OF-WAY FENCE, 23.0 FT (7.0 M) WEST FROM EDGE OF BITUMINOUS
 AA3850'SHOULDER OF SOUTHBOUND UNITED STATES HIGHWAY 31, AND 25.0 FT (7.6 M)
 AA3850'EAST FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3851 ***********************************************************************
 AA3851  DESIGNATION -  61201
 AA3851  PID         -  AA3851
 AA3851  STATE/COUNTY-  MI/MUSKEGON
 AA3851  USGS QUAD   -  MUSKEGON EAST (1980)
 AA3851
 AA3851                         *CURRENT SURVEY CONTROL
 AA3851  ___________________________________________________________________
 AA3851* NAD 83(1994)-  43 09 40.62998(N)    086 11 35.63330(W)     ADJUSTED  
 AA3851* NAVD 88     -       193.1    (meters)     634.     (feet)  GPS OBS   
 AA3851  ___________________________________________________________________
 AA3851  X           -     309,374.453 (meters)                     COMP
 AA3851  Y           -  -4,649,549.841 (meters)                     COMP
 AA3851  Z           -   4,340,697.967 (meters)                     COMP
 AA3851  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AA3851  ELLIP HEIGHT-         159.42  (meters)          (07/17/02) GPS OBS
 AA3851  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 AA3851
 AA3851  HORZ ORDER  -  FIRST
 AA3851  ELLP ORDER  -  FOURTH    CLASS I
 AA3851
 AA3851.The horizontal coordinates were established by GPS observations
 AA3851.and adjusted by the National Geodetic Survey in February 1997..
 AA3851
 AA3851.The orthometric height was determined by GPS observations and a
 AA3851.high-resolution geoid model.
 AA3851
 AA3851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3851
 AA3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3851
 AA3851.The ellipsoidal height was determined by GPS observations
 AA3851.and is referenced to NAD 83.
 AA3851
 AA3851.The geoid height was determined by GEOID03.
 AA3851
 AA3851;                    North         East     Units Scale Factor Converg.
 AA3851;SPC MI S     -   186,144.165 3,851,474.057   MT  0.99991848   -1 14 34.9
 AA3851;SPC MI S     -   610,709.20 12,636,069.74   iFT  0.99991848   -1 14 34.9
 AA3851;UTM  16      - 4,779,041.472   565,586.258   MT  0.99965291   +0 33 06.8
 AA3851
 AA3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3851!SPC MI S     -   0.99997500  x   0.99991848  =   0.99989348
 AA3851!UTM  16      -   0.99997500  x   0.99965291  =   0.99962792
 AA3851
 AA3851                          SUPERSEDED SURVEY CONTROL
 AA3851
 AA3851  ELLIP H (02/03/97)  159.44   (m)                       GP(       ) 4 1
 AA3851  NAD 83(1994)-  43 09 40.63182(N)    086 11 35.64452(W) AD(       ) 1
 AA3851
 AA3851.Superseded values are not recommended for survey control.
 AA3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3851.See file dsdata.txt to determine how the superseded data were derived.
 AA3851
 AA3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6558679041(NAD 83)
 AA3851_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3851_STAMPING: 61201 1993
 AA3851_MARK LOGO: MIDT  
 AA3851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3851+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3851
 AA3851  HISTORY     - Date     Condition        Report By
 AA3851  HISTORY     - 1993     MONUMENTED       MIDT
 AA3851
 AA3851                          STATION DESCRIPTION
 AA3851
 AA3851'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3851'STATION IS LOCATED ON QUAD 430862 ON THE MUSKEGON EAST QUADRANGLE MAP.
 AA3851'IT IS NEAR THE NORTH SECTION LINE IN THE NORTHEAST 1/4 OF SECTION 22,
 AA3851'T-9-N, R-16-W, FRUITPORT TOWNSHIP, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF
 AA3851'THE MUSKEGON COUNTY SEAT IN MUSKEGON, ABOUT 3.2 MI (5.1 KM) NORTHWEST
 AA3851'OF FRUITPORT AND ABOUT 13.2 MI (21.2 KM) WEST OF VILLAGE OF RAVENNA.
 AA3851'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD CLEVELAND
 AA3851'STREET AND COUNTY ROAD 112TH AVENUE, LOCATED ABOUT 0.4 MI (0.6 KM)
 AA3851'SOUTH OF NUNICA, GO WEST 0.35 MI (0.56 KM) ALONG COUNTY ROAD CLEVELAND
 AA3851'STREET TO WEST BOUND ON RAMP OF INTERSTATE I-96.  TURN RIGHT AND GO
 AA3851'NORTHWEST 8.8 MI (14.2 KM) ALONG INTERSTATE I-96 TO THE STATION ON THE
 AA3851'RIGHT, AS DESCRIBED. STATION IS IN THE IMMEDIATE VICINITY OF THE MILE
 AA3851'POST MARKER NUMBER 1, OF INTERSTATE HIGHWAY I-96. STATION IS ALUMINUM
 AA3851'DISK ON TOP OF CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 10.0 FT
 AA3851'(3.0 M) WEST FROM MILE MARKER NUMBER 1, 93.0 FT (28.3 M) EAST FROM 18
 AA3851'INCH CORRUGATED METAL PIPE CULVERT, 38.8 FT (11.8 M) SOUTH FROM 10 FT
 AA3851'(3.0 M) ROUND BOTTOM DITCH, 9.5 FT (2.9 M) NORTHEAST FROM THE EDGE OF
 AA3851'BITUMINOUS SHOULDER OF WEST BOUND ROADWAY OF INTERSTATE I-96,  AND 4
 AA3851'FT (1.2 M) NORTHEAST FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0731 ***********************************************************************
 NE0731  DESIGNATION -  62 1/2
 NE0731  PID         -  NE0731
 NE0731  STATE/COUNTY-  MI/LIVINGSTON
 NE0731  USGS QUAD   -  SOUTH LYON (1983)
 NE0731
 NE0731                         *CURRENT SURVEY CONTROL
 NE0731  ___________________________________________________________________
 NE0731* NAD 83(1986)-  42 26 49.     (N)    083 42 34.     (W)     SCALED    
 NE0731* NAVD 88     -       268.451  (meters)     880.74   (feet)  ADJUSTED  
 NE0731  ___________________________________________________________________
 NE0731  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NE0731  DYNAMIC HT  -         268.374 (meters)     880.49  (feet)  COMP
 NE0731  MODELED GRAV-     980,327.5   (mgal)                       NAVD 88
 NE0731
 NE0731  VERT ORDER  -  SECOND    CLASS 0
 NE0731
 NE0731.The horizontal coordinates were scaled from a topographic map and have
 NE0731.an estimated accuracy of +/- 6 seconds.
 NE0731
 NE0731.The orthometric height was determined by differential leveling
 NE0731.and adjusted by the National Geodetic Survey in June 1991..
 NE0731
 NE0731.The geoid height was determined by GEOID03.
 NE0731
 NE0731.The dynamic height is computed by dividing the NAVD 88
 NE0731.geopotential number by the normal gravity value computed on the
 NE0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0731.degrees latitude (g = 980.6199 gals.).
 NE0731
 NE0731.The modeled gravity was interpolated from observed gravity values.
 NE0731
 NE0731;                    North         East    Units  Estimated Accuracy
 NE0731;SPC MI S     -   105,400.    4,054,070.      MT  (+/- 180 meters Scaled)
 NE0731
 NE0731                          SUPERSEDED SURVEY CONTROL
 NE0731
 NE0731  NGVD 29 (??/??/92)  268.575  (m)          881.15   (f) ADJ UNCH    2 0
 NE0731
 NE0731.Superseded values are not recommended for survey control.
 NE0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0731.See file dsdata.txt to determine how the superseded data were derived.
 NE0731
 NE0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH771029(NAD 83)
 NE0731_MARKER: B = BOLT
 NE0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0731_STAMPING: 62-1/2
 NE0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0731+STABILITY: SURFACE MOTION
 NE0731
 NE0731  HISTORY     - Date     Condition        Report By
 NE0731  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0731  HISTORY     - 1934     GOOD             NGS
 NE0731  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 NE0731
 NE0731                          STATION DESCRIPTION
 NE0731
 NE0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0731'3.6 MI W FROM SOUTH LYON.
 NE0731'IN LIVINGSTON COUNTY, 3.6 MILES WEST ALONG THE GRAND TRUNK
 NE0731'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0731'0.7 MILE WEST OF THE POST OFFICE AT RUSHTON, LIVINGSTON COUNTY,
 NE0731'0.6 MILE WEST OF MILEPOST 62, 0.7 MILE WEST OF A ROAD CROSSING,
 NE0731'14 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN
 NE0731'THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 62-1/2 AND SET
 NE0731'IN THE TOP OF A CONCRETE POST.
 NE0731
 NE0731                          STATION RECOVERY (1973)
 NE0731
 NE0731'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0122 ***********************************************************************
 NE0122  DESIGNATION -  62 251 A C OF D
 NE0122  PID         -  NE0122
 NE0122  STATE/COUNTY-  MI/WAYNE
 NE0122  USGS QUAD   -  BELLE ISLE (1980)
 NE0122
 NE0122                         *CURRENT SURVEY CONTROL
 NE0122  ___________________________________________________________________
 NE0122* NAD 83(1986)-  42 21 55.     (N)    082 57 21.     (W)     SCALED    
 NE0122* NAVD 88     -       174.788  (meters)     573.45   (feet)  ADJUSTED  
 NE0122  ___________________________________________________________________
 NE0122  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0122  DYNAMIC HT  -         174.736 (meters)     573.28  (feet)  COMP
 NE0122  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 NE0122
 NE0122  VERT ORDER  -  FIRST     CLASS 0
 NE0122
 NE0122.The horizontal coordinates were scaled from a topographic map and have
 NE0122.an estimated accuracy of +/- 6 seconds.
 NE0122
 NE0122.The orthometric height was determined by differential leveling
 NE0122.and adjusted by the National Geodetic Survey in June 1991..
 NE0122.WARNING-Repeat measurements at this control monument indicate possible
 NE0122.vertical movement.
 NE0122
 NE0122.The geoid height was determined by GEOID03.
 NE0122
 NE0122.The dynamic height is computed by dividing the NAVD 88
 NE0122.geopotential number by the normal gravity value computed on the
 NE0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0122.degrees latitude (g = 980.6199 gals.).
 NE0122
 NE0122.The modeled gravity was interpolated from observed gravity values.
 NE0122
 NE0122;                    North         East    Units  Estimated Accuracy
 NE0122;SPC MI S     -    97,090.    4,116,210.      MT  (+/- 180 meters Scaled)
 NE0122
 NE0122                          SUPERSEDED SURVEY CONTROL
 NE0122
 NE0122  NGVD 29 (??/??/??)  174.951  (m)          573.99   (f) ADJUSTED    1 0
 NE0122
 NE0122.Superseded values are not recommended for survey control.
 NE0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0122.See file dsdata.txt to determine how the superseded data were derived.
 NE0122
 NE0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG389921(NAD 83)
 NE0122_MARKER: DD = SURVEY DISK
 NE0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0122_PROJECTION: RECESSED 8 CENTIMETERS
 NE0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0122+STABILITY: SURFACE MOTION
 NE0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0122+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2001
 NE0122
 NE0122  HISTORY     - Date     Condition        Report By
 NE0122  HISTORY     - UNK      MONUMENTED       MI1260
 NE0122  HISTORY     - 1970     GOOD             USLS
 NE0122  HISTORY     - 1980     GOOD             NGS
 NE0122  HISTORY     - 20010724 GOOD             ADVANC
 NE0122  HISTORY     - 20020206 POOR             USPSQD
 NE0122
 NE0122                          STATION DESCRIPTION
 NE0122
 NE0122'DESCRIBED BY US LAKE SURVEY 1970
 NE0122'IN DETROIT.
 NE0122'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0122'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0122'NORTHEAST CORNER OF CONNER AND FREUD STREETS, IN THE SIDEWALK,
 NE0122'4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 4 FEET
 NE0122'WEST OF THE EAST PROPERTY LINE OF CONNER STREET, UNDER AN
 NE0122'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0122'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0122
 NE0122                          STATION RECOVERY (1980)
 NE0122
 NE0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0122'IN DETROIT, AT THE JUNCTION OF FREUD AVENUE AND CONNER STREET, IN
 NE0122'THE SIDEWALK, 7.9 METERS (26 FEET) NORTHWEST OF THE CENTER OF FREUD,
 NE0122'6.1 METERS (20 FEET) NORTHEAST OF THE CENTER OF CONNER, 4.9 METERS
 NE0122'(16 FEET) SOUTHWEST OF THE SOUTH CORNER OF A WHITE BRICK BUILDING,
 NE0122'3.7 METERS (12 FEET) WEST OF A POWER POLE ACCESS MAY BE OBTAINED
 NE0122'THROUGH A METAL ACCESS COVER.
 NE0122
 NE0122                          STATION RECOVERY (2001)
 NE0122
 NE0122'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (WFS)
 NE0122'MARK LOOKS TO BE INTACT, BUT WAS MEASURED TO BE 0.105 M LOW COMPARED
 NE0122'WITH 54 254 B C OF D (NE0119) AND 62 252 A C OF D (NE0886).
 NE0122
 NE0122                          STATION RECOVERY (2002)
 NE0122
 NE0122'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0122'COVER MISSING - WELL FULL OF DEBRIS, 4.75 FEET NE OF NE CURB OF
 NE0122'CONNOR, 8.42 FEET NW OF NW CURB OF FREUD,  14.42 FEET SW OF EDISON
 NE0122'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0120 ***********************************************************************
 NE0120  DESIGNATION -  62 251 C OF D
 NE0120  PID         -  NE0120
 NE0120  STATE/COUNTY-  MI/WAYNE
 NE0120  USGS QUAD   -  BELLE ISLE (1980)
 NE0120
 NE0120                         *CURRENT SURVEY CONTROL
 NE0120  ___________________________________________________________________
 NE0120* NAD 83(1986)-  42 21 55.     (N)    082 57 28.     (W)     SCALED    
 NE0120* NAVD 88     -       174.649  (meters)     572.99   (feet)  ADJUSTED  
 NE0120  ___________________________________________________________________
 NE0120  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0120  DYNAMIC HT  -         174.598 (meters)     572.83  (feet)  COMP
 NE0120  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NE0120
 NE0120  VERT ORDER  -  FIRST     CLASS 0
 NE0120
 NE0120.The horizontal coordinates were scaled from a topographic map and have
 NE0120.an estimated accuracy of +/- 6 seconds.
 NE0120
 NE0120.The orthometric height was determined by differential leveling
 NE0120.and adjusted by the National Geodetic Survey in June 1991..
 NE0120.WARNING-Repeat measurements at this control monument indicate possible
 NE0120.vertical movement.
 NE0120
 NE0120.The geoid height was determined by GEOID03.
 NE0120
 NE0120.The dynamic height is computed by dividing the NAVD 88
 NE0120.geopotential number by the normal gravity value computed on the
 NE0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0120.degrees latitude (g = 980.6199 gals.).
 NE0120
 NE0120.The modeled gravity was interpolated from observed gravity values.
 NE0120
 NE0120;                    North         East    Units  Estimated Accuracy
 NE0120;SPC MI S     -    97,080.    4,116,050.      MT  (+/- 180 meters Scaled)
 NE0120
 NE0120                          SUPERSEDED SURVEY CONTROL
 NE0120
 NE0120  NGVD 29 (??/??/??)  174.813  (m)          573.53   (f) ADJUSTED    1 0
 NE0120
 NE0120.Superseded values are not recommended for survey control.
 NE0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0120.See file dsdata.txt to determine how the superseded data were derived.
 NE0120
 NE0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG387921(NAD 83)
 NE0120_MARKER: DD = SURVEY DISK
 NE0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0120_PROJECTION: RECESSED 8 CENTIMETERS
 NE0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0120+STABILITY: SURFACE MOTION
 NE0120
 NE0120  HISTORY     - Date     Condition        Report By
 NE0120  HISTORY     - UNK      MONUMENTED       MI1260
 NE0120  HISTORY     - 1970     GOOD             USLS
 NE0120  HISTORY     - 1980     GOOD             NGS
 NE0120  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 NE0120
 NE0120                          STATION DESCRIPTION
 NE0120
 NE0120'DESCRIBED BY US LAKE SURVEY 1970
 NE0120'IN DETROIT.
 NE0120'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0120'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0120'NORTHEAST CORNER OF CLAIREPOINTE AND FREUD STREETS, IN THE
 NE0120'SIDEWALK, 4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD
 NE0120'STREET, 4 FEET WEST OF THE EAST PROPERTY LINE OF CLAIREPOINT
 NE0120'STREET, UNDER AN 8-INCH HAND HOLE COVER, IN A WELL, BEING
 NE0120'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 NE0120'CONCRETE MONUMENT.
 NE0120
 NE0120                          STATION RECOVERY (1980)
 NE0120
 NE0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0120'IN DETROIT, AT THE JUNCTION OF FREUD AVENUE AND CLAIRPOINTE STREET,
 NE0120'IN THE SIDEWALK 7.95 METERS (26 FEET) NORTHWEST OF THE CENTER OF
 NE0120'FREUD AVENUE, 6.25 METERS (20.5 FEET) NORTHEAST OF THE CENTER OF
 NE0120'CLAIRPOINTE, 1.4 METERS (4.6 FEET) W. OF A POWER POLE WITH A STREET
 NE0120'LAMP, ACCESS MAY BE OBTAINED THROUGH A METAL ACCESS COVER.
 NE0120'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0120
 NE0120                          STATION RECOVERY (2002)
 NE0120
 NE0120'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0120'CORNER OF CLAIRE POINTE AND FREUD HAS BEEN RECONSTRUCTED. FOUND A 6
 NE0120'INCH HOLE IN CONCRETE PAVING WITH CONCRETE BOTTOM ( COULD NOT CHIP OUT
 NE0120'TO BOTTOM OF CORED HOLE) LOCATION 8.06 FEET SW OF NE CURB OF CLAIRE
 NE0120'POINTE STREET. 30.33 FEET NE OF CENTER OF CLAIRE POINTE STREET, 46.50
 NE0120'FEET NW OF CENTER OF FREUD ST. 9.33 FEET WEST OF LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0886 ***********************************************************************
 NE0886  DESIGNATION -  62 252 A C OF D
 NE0886  PID         -  NE0886
 NE0886  STATE/COUNTY-  MI/WAYNE
 NE0886  USGS QUAD   -  BELLE ISLE (1980)
 NE0886
 NE0886                         *CURRENT SURVEY CONTROL
 NE0886  ___________________________________________________________________
 NE0886* NAD 83(1986)-  42 22 04.     (N)    082 56 53.     (W)     SCALED    
 NE0886* NAVD 88     -       174.898  (meters)     573.81   (feet)  ADJUSTED  
 NE0886  ___________________________________________________________________
 NE0886  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0886  DYNAMIC HT  -         174.846 (meters)     573.64  (feet)  COMP
 NE0886  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 NE0886
 NE0886  VERT ORDER  -  FIRST     CLASS II
 NE0886
 NE0886.The horizontal coordinates were scaled from a topographic map and have
 NE0886.an estimated accuracy of +/- 6 seconds.
 NE0886
 NE0886.The orthometric height was determined by differential leveling
 NE0886.and adjusted by the National Geodetic Survey in June 1991..
 NE0886
 NE0886.The geoid height was determined by GEOID03.
 NE0886
 NE0886.The dynamic height is computed by dividing the NAVD 88
 NE0886.geopotential number by the normal gravity value computed on the
 NE0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0886.degrees latitude (g = 980.6199 gals.).
 NE0886
 NE0886.The modeled gravity was interpolated from observed gravity values.
 NE0886
 NE0886;                    North         East    Units  Estimated Accuracy
 NE0886;SPC MI S     -    97,380.    4,116,840.      MT  (+/- 180 meters Scaled)
 NE0886
 NE0886                          SUPERSEDED SURVEY CONTROL
 NE0886
 NE0886  NGVD 29 (??/??/??)  175.059  (m)          574.34   (f) ADJUSTED    1 2
 NE0886
 NE0886.Superseded values are not recommended for survey control.
 NE0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0886.See file dsdata.txt to determine how the superseded data were derived.
 NE0886
 NE0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG395924(NAD 83)
 NE0886_MARKER: DD = SURVEY DISK
 NE0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0886_SP_SET: CONCRETE POST
 NE0886_STAMPING: 62 252 A
 NE0886_PROJECTION: RECESSED 6 CENTIMETERS
 NE0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0886+STABILITY: SURFACE MOTION
 NE0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0886+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 NE0886
 NE0886  HISTORY     - Date     Condition        Report By
 NE0886  HISTORY     - UNK      MONUMENTED       MI1260
 NE0886  HISTORY     - 1980     GOOD             NGS
 NE0886  HISTORY     - 20010726 GOOD             ADVANC
 NE0886  HISTORY     - 20020206 POOR             USPSQD
 NE0886
 NE0886                          STATION DESCRIPTION
 NE0886
 NE0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0886'IN DETROIT.
 NE0886'IN DETROIT, AT THE  JUNCTION OF FREUD AVENUE AND DREXEL STREETS,
 NE0886'2.7 METERS (9.0 FEET) NORTHWEST OF THE NORTHWEST CURB OF FREUD,
 NE0886'3.8 METERS (12.5 FEET) NORTHEAST OF THE NORTHEAST CURB OF DREXEL
 NE0886', 5.9 METERS (19.4 FEET) SOUTHWEST OF THE SOUTH CORNER OF THE JORDAN
 NE0886'MISSIONARY BABTIST CHURCH, 2.5 METERS (8.3 FEET) NORTH-NORTHEAST OF
 NE0886'A POWER POLE WITH A STREET LAMP, ACCESS MAY BE OBTAINED THROUGH
 NE0886'A METAL ACCESS COVER.
 NE0886'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0886
 NE0886                          STATION RECOVERY (2001)
 NE0886
 NE0886'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (WFS)
 NE0886'DREXEL ST. NO LONGER PHYSICALLY EXISTS.  THE CHURCH MENTIONED IN THE
 NE0886'DESCRIPTION IS NOW GONE.  THE MONUMENT BOX IS MARKED WITH PAINT IN THE
 NE0886'SIDEWALK ON THE NW'LY SIDE OF FREUD ST.
 NE0886
 NE0886                          STATION RECOVERY (2002)
 NE0886
 NE0886'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0886'COVER MISSING,  WELL FULL OF DEBRIS. DREXEL STREET MISSING, 8.50 FEET
 NE0886'NW OF NW CURB OF FREUD, 8.42 FEET NORTH OF EDISON POLE, MARK IS 0.46
 NE0886'FEET BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0123 ***********************************************************************
 NE0123  DESIGNATION -  62 252 C OF D
 NE0123  PID         -  NE0123
 NE0123  STATE/COUNTY-  MI/WAYNE
 NE0123  USGS QUAD   -  BELLE ISLE (1980)
 NE0123
 NE0123                         *CURRENT SURVEY CONTROL
 NE0123  ___________________________________________________________________
 NE0123* NAD 83(1986)-  42 22 01.     (N)    082 57 02.     (W)     SCALED    
 NE0123* NAVD 88     -       174.509  (meters)     572.53   (feet)  ADJUSTED  
 NE0123  ___________________________________________________________________
 NE0123  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0123  DYNAMIC HT  -         174.457 (meters)     572.36  (feet)  COMP
 NE0123  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NE0123
 NE0123  VERT ORDER  -  FIRST     CLASS 0
 NE0123
 NE0123.The horizontal coordinates were scaled from a topographic map and have
 NE0123.an estimated accuracy of +/- 6 seconds.
 NE0123
 NE0123.The orthometric height was determined by differential leveling
 NE0123.and adjusted by the National Geodetic Survey in June 1991..
 NE0123
 NE0123.The geoid height was determined by GEOID03.
 NE0123
 NE0123.The dynamic height is computed by dividing the NAVD 88
 NE0123.geopotential number by the normal gravity value computed on the
 NE0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0123.degrees latitude (g = 980.6199 gals.).
 NE0123
 NE0123.The modeled gravity was interpolated from observed gravity values.
 NE0123
 NE0123;                    North         East    Units  Estimated Accuracy
 NE0123;SPC MI S     -    97,280.    4,116,640.      MT  (+/- 180 meters Scaled)
 NE0123
 NE0123                          SUPERSEDED SURVEY CONTROL
 NE0123
 NE0123  NGVD 29 (??/??/92)  174.668  (m)          573.06   (f) ADJ UNCH    1 0
 NE0123
 NE0123.Superseded values are not recommended for survey control.
 NE0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0123.See file dsdata.txt to determine how the superseded data were derived.
 NE0123
 NE0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG393923(NAD 83)
 NE0123_MARKER: DD = SURVEY DISK
 NE0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0123+STABILITY: SURFACE MOTION
 NE0123
 NE0123  HISTORY     - Date     Condition        Report By
 NE0123  HISTORY     - UNK      MONUMENTED       MI1260
 NE0123  HISTORY     - 1970     GOOD             USLS
 NE0123  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 NE0123
 NE0123                          STATION DESCRIPTION
 NE0123
 NE0123'DESCRIBED BY US LAKE SURVEY 1970
 NE0123'IN DETROIT.
 NE0123'A BENCHMARK ESTABLISHED BY THE CITY OF DETROIT, IS IN THE
 NE0123'SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT THE
 NE0123'NORTHWEST CORNER OF DICKERSON AND FREUD STREETS, IN THE SIDEWALK,
 NE0123'4 FEET SOUTH OF THE NORTH PROPERTY LINE OF FREUD STREET, 4 FEET
 NE0123'WEST OF THE EAST PROPERTY LINE OF DICKERSON STREET, UNDER AN
 NE0123'8-INCH HAND HOLE COVER, IN A WELL, BEING HIGHEST POINT OVER
 NE0123'CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE MONUMENT.
 NE0123
 NE0123                          STATION RECOVERY (2002)
 NE0123
 NE0123'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0123'LOCAL RECONSTRUCTION, DICKRSON STREET RELOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6830 ***********************************************************************
 AA6830  DESIGNATION -  62 254
 AA6830  PID         -  AA6830
 AA6830  STATE/COUNTY-  MI/WAYNE
 AA6830  USGS QUAD   -  BELLE ISLE (1980)
 AA6830
 AA6830                         *CURRENT SURVEY CONTROL
 AA6830  ___________________________________________________________________
 AA6830* NAD 83(1994)-  42 21 53.47387(N)    082 56 21.05765(W)     ADJUSTED  
 AA6830* NAVD 88     -       174.3    (meters)     572.     (feet)  GPS OBS   
 AA6830  ___________________________________________________________________
 AA6830  X           -     580,182.076 (meters)                     COMP
 AA6830  Y           -  -4,684,094.353 (meters)                     COMP
 AA6830  Z           -   4,275,728.843 (meters)                     COMP
 AA6830  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 AA6830  ELLIP HEIGHT-         139.89  (meters)          (07/12/02) GPS OBS
 AA6830  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA6830
 AA6830  HORZ ORDER  -  FIRST
 AA6830  ELLP ORDER  -  FOURTH    CLASS I
 AA6830
 AA6830.The horizontal coordinates were established by GPS observations
 AA6830.and adjusted by the National Geodetic Survey in February 1997..
 AA6830
 AA6830.The orthometric height was determined by GPS observations and a
 AA6830.high-resolution geoid model.
 AA6830
 AA6830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6830
 AA6830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6830
 AA6830.The ellipsoidal height was determined by GPS observations
 AA6830.and is referenced to NAD 83.
 AA6830
 AA6830.The geoid height was determined by GEOID03.
 AA6830
 AA6830;                    North         East     Units Scale Factor Converg.
 AA6830;SPC MI S     -    97,062.924 4,117,578.362   MT  0.99994782   +0 58 17.2
 AA6830;SPC MI S     -   318,447.91 13,509,115.36   iFT  0.99994782   +0 58 17.2
 AA6830;UTM  17      - 4,692,108.068   340,319.320   MT  0.99991373   -1 18 25.2
 AA6830
 AA6830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6830!SPC MI S     -   0.99997806  x   0.99994782  =   0.99992588
 AA6830!UTM  17      -   0.99997806  x   0.99991373  =   0.99989179
 AA6830
 AA6830:                Primary Azimuth Mark                     Grid Az
 AA6830:SPC MI S     -  62 255                                   331 37 12.7
 AA6830:UTM  17      -  62 255                                   333 53 55.1
 AA6830
 AA6830|---------------------------------------------------------------------|
 AA6830| PID    Reference Object                     Distance      Geod. Az  |
 AA6830|                                                           dddmmss.s |
 AA6830| AA6827 62 255                              APPROX. 0.6 KM 3323529.9 |
 AA6830|---------------------------------------------------------------------|
 AA6830
 AA6830                          SUPERSEDED SURVEY CONTROL
 AA6830
 AA6830  ELLIP H (02/03/97)  139.93   (m)                       GP(       ) 4 1
 AA6830  NAD 83(1986)-  42 21 53.47830(N)    082 56 21.08946(W) AD(       ) 1
 AA6830
 AA6830.Superseded values are not recommended for survey control.
 AA6830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6830.See file dsdata.txt to determine how the superseded data were derived.
 AA6830
 AA6830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4031992108(NAD 83)
 AA6830_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6830_STAMPING: 62-254 1960
 AA6830_MARK LOGO: MI-163
 AA6830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6830+STABILITY: SURFACE MOTION
 AA6830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6830+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6830
 AA6830  HISTORY     - Date     Condition        Report By
 AA6830  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6830  HISTORY     - 20020213 GOOD             USPSQD
 AA6830
 AA6830                          STATION DESCRIPTION
 AA6830
 AA6830'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6830'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6830'CHALMERS ROAD AT AVONDALE STREET. TO REACH FROM THE INTERSECTION OF
 AA6830'INTERSTATE I-75 AND CHALMERS ROAD (EXIT 222A) PROCEED SOUTH 2.95 MILES
 AA6830'0N CHALMERS ROAD TO AVONDALE STREET AND THE STATION AT THE NORTHEAST
 AA6830'QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS CAP SET IN
 AA6830'THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON
 AA6830'MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE
 AA6830'CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF CHALMERS IS N
 AA6830'90 W, 26.2 FEET,  CENTERLINE OF AVONDALE STREET IS S 0 W, 26.7 FEET.
 AA6830
 AA6830                          STATION RECOVERY (2002)
 AA6830
 AA6830'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 AA6830'NO COVER, WELL FULL OF DEBRIS. LOCATION 26 FEET E OF CURB OF CHALMERS,
 AA6830'24.58 FEET S OF CURB OF AVONDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0887 ***********************************************************************
 NE0887  DESIGNATION -  62 254 A C OF D
 NE0887  PID         -  NE0887
 NE0887  STATE/COUNTY-  MI/WAYNE
 NE0887  USGS QUAD   -  BELLE ISLE (1980)
 NE0887
 NE0887                         *CURRENT SURVEY CONTROL
 NE0887  ___________________________________________________________________
 NE0887* NAD 83(1986)-  42 21 57.     (N)    082 55 56.     (W)     SCALED    
 NE0887* NAVD 88     -       174.826  (meters)     573.58   (feet)  ADJUSTED  
 NE0887  ___________________________________________________________________
 NE0887  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0887  DYNAMIC HT  -         174.774 (meters)     573.40  (feet)  COMP
 NE0887  MODELED GRAV-     980,323.6   (mgal)                       NAVD 88
 NE0887
 NE0887  VERT ORDER  -  FIRST     CLASS II
 NE0887
 NE0887.The horizontal coordinates were scaled from a topographic map and have
 NE0887.an estimated accuracy of +/- 6 seconds.
 NE0887
 NE0887.The orthometric height was determined by differential leveling
 NE0887.and adjusted by the National Geodetic Survey in June 1991..
 NE0887
 NE0887.The geoid height was determined by GEOID03.
 NE0887
 NE0887.The dynamic height is computed by dividing the NAVD 88
 NE0887.geopotential number by the normal gravity value computed on the
 NE0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0887.degrees latitude (g = 980.6199 gals.).
 NE0887
 NE0887.The modeled gravity was interpolated from observed gravity values.
 NE0887
 NE0887;                    North         East    Units  Estimated Accuracy
 NE0887;SPC MI S     -    97,180.    4,118,150.      MT  (+/- 180 meters Scaled)
 NE0887
 NE0887                          SUPERSEDED SURVEY CONTROL
 NE0887
 NE0887  NGVD 29 (??/??/??)  174.981  (m)          574.08   (f) ADJUSTED    1 2
 NE0887
 NE0887.Superseded values are not recommended for survey control.
 NE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0887.See file dsdata.txt to determine how the superseded data were derived.
 NE0887
 NE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG408922(NAD 83)
 NE0887_MARKER: DD = SURVEY DISK
 NE0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0887_SP_SET: CONCRETE POST
 NE0887_STAMPING: 62 254 A
 NE0887_PROJECTION: RECESSED 6 CENTIMETERS
 NE0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0887+STABILITY: SURFACE MOTION
 NE0887
 NE0887  HISTORY     - Date     Condition        Report By
 NE0887  HISTORY     - UNK      MONUMENTED       MI1260
 NE0887  HISTORY     - 1980     GOOD             NGS
 NE0887  HISTORY     - 20020213 GOOD             USPSQD
 NE0887
 NE0887                          STATION DESCRIPTION
 NE0887
 NE0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0887'IN DETROIT.
 NE0887'IN DETROIT, AT THE JUNCTION OF AVONDALE AND PHILIP STREETS, IN THE
 NE0887'SIDEWALK, 3.15 METERS (10.4 FEET) NORTHWEST OF THE NORTHWEST CURB OF
 NE0887'AVONDALE, 3.75 METERS (12.3 FEET) NORTHEAST OF THE NORTHEAST CURB OF
 NE0887'PHILP, 10.5 METERS (34.5 FEET) SOUTH OF THE SOUTH CORNER OF HOUSE 400.
 NE0887'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0887
 NE0887                          STATION RECOVERY (2002)
 NE0887
 NE0887'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 NE0887'LOCATION, 23 FEET N OF CURB OF AVONDALE, 25.08 FEET E OF CURB OF
 NE0887'PHILIP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6827 ***********************************************************************
 AA6827  DESIGNATION -  62 255
 AA6827  PID         -  AA6827
 AA6827  STATE/COUNTY-  MI/WAYNE
 AA6827  USGS QUAD   -  BELLE ISLE (1980)
 AA6827
 AA6827                         *CURRENT SURVEY CONTROL
 AA6827  ___________________________________________________________________
 AA6827* NAD 83(1994)-  42 22 11.31669(N)    082 56 33.53490(W)     ADJUSTED  
 AA6827* NAVD 88     -       174.7    (meters)     573.     (feet)  GPS OBS   
 AA6827  ___________________________________________________________________
 AA6827  X           -     579,853.184 (meters)                     COMP
 AA6827  Y           -  -4,683,761.559 (meters)                     COMP
 AA6827  Z           -   4,276,135.918 (meters)                     COMP
 AA6827  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AA6827  ELLIP HEIGHT-         140.33  (meters)          (07/12/02) GPS OBS
 AA6827  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AA6827
 AA6827  HORZ ORDER  -  FIRST
 AA6827  ELLP ORDER  -  FOURTH    CLASS I
 AA6827
 AA6827.The horizontal coordinates were established by GPS observations
 AA6827.and adjusted by the National Geodetic Survey in February 1997..
 AA6827
 AA6827.The orthometric height was determined by GPS observations and a
 AA6827.high-resolution geoid model.
 AA6827
 AA6827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6827
 AA6827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6827
 AA6827.The ellipsoidal height was determined by GPS observations
 AA6827.and is referenced to NAD 83.
 AA6827
 AA6827.The geoid height was determined by GEOID03.
 AA6827
 AA6827;                    North         East     Units Scale Factor Converg.
 AA6827;SPC MI S     -    97,608.534 4,117,283.601   MT  0.99994705   +0 58 08.7
 AA6827;SPC MI S     -   320,237.97 13,508,148.30   iFT  0.99994705   +0 58 08.7
 AA6827;UTM  17      - 4,692,664.947   340,046.492   MT  0.99991480   -1 18 34.0
 AA6827
 AA6827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6827!SPC MI S     -   0.99997799  x   0.99994705  =   0.99992504
 AA6827!UTM  17      -   0.99997799  x   0.99991480  =   0.99989279
 AA6827
 AA6827:                Primary Azimuth Mark                     Grid Az
 AA6827:SPC MI S     -  62 254                                   151 37 12.8
 AA6827:UTM  17      -  62 254                                   153 53 55.5
 AA6827
 AA6827|---------------------------------------------------------------------|
 AA6827| PID    Reference Object                     Distance      Geod. Az  |
 AA6827|                                                           dddmmss.s |
 AA6827| AA6830 62 254                              APPROX. 0.6 KM 1523521.5 |
 AA6827|---------------------------------------------------------------------|
 AA6827
 AA6827                          SUPERSEDED SURVEY CONTROL
 AA6827
 AA6827  ELLIP H (02/03/97)  140.37   (m)                       GP(       ) 4 1
 AA6827  NAD 83(1986)-  42 22 11.32107(N)    082 56 33.56675(W) AD(       ) 1
 AA6827
 AA6827.Superseded values are not recommended for survey control.
 AA6827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6827.See file dsdata.txt to determine how the superseded data were derived.
 AA6827
 AA6827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4004692665(NAD 83)
 AA6827_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6827_STAMPING: 62-255 1960
 AA6827_MARK LOGO: MI-163
 AA6827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6827+STABILITY: SURFACE MOTION
 AA6827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6827+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6827
 AA6827  HISTORY     - Date     Condition        Report By
 AA6827  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6827  HISTORY     - 20020213 GOOD             USPSQD
 AA6827
 AA6827                          STATION DESCRIPTION
 AA6827
 AA6827'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6827'STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF DOWNTOWN DETROIT ON
 AA6827'CHALMERS ROAD AT FREUD STREET. TO REACH FROM THE INTERSECTION OF I-75
 AA6827'AND CHALMERS ROAD (EXIT 222A) PROCEED SOUTH 2.6 MILESON CHALMERS TO
 AA6827'FREUD STREET AND THE STATION IN THE NORTHWEST QUADRANT. THE STATION IS
 AA6827'A CITY OF DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH
 AA6827'DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX FLUSH WITH
 AA6827'THE CONCRETE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE INTERSECTION
 AA6827'OF TWO SIDEWALKS.  CENTERLINE OF CHALMERS IS N 90 E, 25.2 FEET,
 AA6827'CENTERLINE OF FREUD STREET IS S 0 W, 26.1 FEET.
 AA6827
 AA6827                          STATION RECOVERY (2002)
 AA6827
 AA6827'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 AA6827'NO COVER, WELL FULL OF DEBRIS. LOCATION 24 FEET W OF CURB OF CHALMERS,
 AA6827'25 FEET N OF CURB OF FREUD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0015 ***********************************************************************
 OK0015  DESIGNATION -  620.2
 OK0015  PID         -  OK0015
 OK0015  STATE/COUNTY-  MI/MIDLAND
 OK0015  USGS QUAD   -  MIDLAND SOUTH (1973)
 OK0015
 OK0015                         *CURRENT SURVEY CONTROL
 OK0015  ___________________________________________________________________
 OK0015* NAD 83(1986)-  43 36 40.     (N)    084 14 38.     (W)     SCALED    
 OK0015* NAVD 88     -       188.446  (meters)     618.26   (feet)  ADJUSTED  
 OK0015  ___________________________________________________________________
 OK0015  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OK0015  DYNAMIC HT  -         188.409 (meters)     618.14  (feet)  COMP
 OK0015  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 OK0015
 OK0015  VERT ORDER  -  SECOND    CLASS 0
 OK0015
 OK0015.The horizontal coordinates were scaled from a topographic map and have
 OK0015.an estimated accuracy of +/- 6 seconds.
 OK0015
 OK0015.The orthometric height was determined by differential leveling
 OK0015.and adjusted by the National Geodetic Survey in June 1991..
 OK0015
 OK0015.The geoid height was determined by GEOID03.
 OK0015
 OK0015.The dynamic height is computed by dividing the NAVD 88
 OK0015.geopotential number by the normal gravity value computed on the
 OK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0015.degrees latitude (g = 980.6199 gals.).
 OK0015
 OK0015.The modeled gravity was interpolated from observed gravity values.
 OK0015
 OK0015;                    North         East    Units  Estimated Accuracy
 OK0015;SPC MI S     -   234,510.    4,009,910.      MT  (+/- 180 meters Scaled)
 OK0015
 OK0015                          SUPERSEDED SURVEY CONTROL
 OK0015
 OK0015  NGVD 29 (??/??/92)  188.623  (m)          618.84   (f) ADJ UNCH    2 0
 OK0015
 OK0015.Superseded values are not recommended for survey control.
 OK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0015.See file dsdata.txt to determine how the superseded data were derived.
 OK0015
 OK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP224323(NAD 83)
 OK0015_MARKER: DD = SURVEY DISK
 OK0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0015_SP_SET: BRIDGE
 OK0015_STAMPING: 620.2
 OK0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0015
 OK0015  HISTORY     - Date     Condition        Report By
 OK0015  HISTORY     - UNK      MONUMENTED       USWB
 OK0015  HISTORY     - 1934     GOOD             NGS
 OK0015  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0015
 OK0015                          STATION DESCRIPTION
 OK0015
 OK0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0015'AT MIDLAND.
 OK0015'AT MIDLAND, ON THE CHESAPEAKE AND OHIO RAILWAY, 250 YARDS EAST OF
 OK0015'THE STATION, 41 YARDS SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 OK0015'AT THE HIGHWAY BRIDGE OVER TITTABAWASSEE RIVER, IN THE TOP OF
 OK0015'THE EAST END OF THE NORTH RETAINING WALL, 20.1 FEET EAST OF THE
 OK0015'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A U.S.
 OK0015'WEATHER BUREAU STANDARD DISK, STAMPED 620.2
 OK0015
 OK0015                          STATION RECOVERY (2001)
 OK0015
 OK0015'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0015'NEW BRIDGE CONSTRUCTED IN 1967-68. DISK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1295 ***********************************************************************
 RL1295  DESIGNATION -  622.6
 RL1295  PID         -  RL1295
 RL1295  STATE/COUNTY-  MI/ONTONAGON
 RL1295  USGS QUAD   -  WHITE PINE (1956)
 RL1295
 RL1295                         *CURRENT SURVEY CONTROL
 RL1295  ___________________________________________________________________
 RL1295* NAD 83(1986)-  46 50 14.     (N)    089 30 05.     (W)     SCALED    
 RL1295* NAVD 88     -       189.868  (meters)     622.93   (feet)  ADJUSTED  
 RL1295  ___________________________________________________________________
 RL1295  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1295  DYNAMIC HT  -         189.899 (meters)     623.03  (feet)  COMP
 RL1295  MODELED GRAV-     980,772.0   (mgal)                       NAVD 88
 RL1295
 RL1295  VERT ORDER  -  SECOND    CLASS 0
 RL1295
 RL1295.The horizontal coordinates were scaled from a topographic map and have
 RL1295.an estimated accuracy of +/- 6 seconds.
 RL1295
 RL1295.The orthometric height was determined by differential leveling
 RL1295.and adjusted by the National Geodetic Survey in June 1991..
 RL1295
 RL1295.The geoid height was determined by GEOID03.
 RL1295
 RL1295.The dynamic height is computed by dividing the NAVD 88
 RL1295.geopotential number by the normal gravity value computed on the
 RL1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1295.degrees latitude (g = 980.6199 gals.).
 RL1295
 RL1295.The modeled gravity was interpolated from observed gravity values.
 RL1295
 RL1295;                    North         East    Units  Estimated Accuracy
 RL1295;SPC MI N     -   231,290.    7,809,220.      MT  (+/- 180 meters Scaled)
 RL1295
 RL1295                          SUPERSEDED SURVEY CONTROL
 RL1295
 RL1295  NGVD 29 (??/??/92)  189.901  (m)          623.03   (f) ADJ UNCH    2 0
 RL1295
 RL1295.Superseded values are not recommended for survey control.
 RL1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1295.See file dsdata.txt to determine how the superseded data were derived.
 RL1295
 RL1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS092901(NAD 83)
 RL1295_MARKER: Z = SEE DESCRIPTION
 RL1295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1295_SP_SET: CULVERT
 RL1295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1295
 RL1295  HISTORY     - Date     Condition        Report By
 RL1295  HISTORY     - UNK      MONUMENTED       USGS
 RL1295  HISTORY     - 1948     GOOD             NGS
 RL1295  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1295  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL1295  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RL1295
 RL1295                          STATION DESCRIPTION
 RL1295
 RL1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1295'3.2 MI NE FROM SILVER CITY.
 RL1295'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS
 RL1295'JUNCTION WITH STATE HIGHWAY 107 IN SILVER CITY, 0.6 MILE
 RL1295'SOUTHWEST OF THE BRIDGE OVER PINE CREEK, IN THE SOUTHEAST
 RL1295'QUARTER OF THE INTERSECTION WITH A ROAD SOUTH, 50 FEET SOUTH
 RL1295'OF THE CENTER LINE OF THE HIGHWAY, 17 FEET EAST OF THE CENTER
 RL1295'LINE OF THE SIDE ROAD, 47 FEET NORTHEAST OF BENCH MARK L 135,
 RL1295'2 FEET BELOW THE LEVEL OF THE HIGHWAY, 0.2 FEET WEST OF THE EAST
 RL1295'END OF THE CULVERT.  A PAINTED SQUARE ON THE TOP OF AN 18-INCH
 RL1295'PIPE CULVERT.
 RL1295
 RL1295                          STATION RECOVERY (1987)
 RL1295
 RL1295'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1295'MARK NOT FOUND.
 RL1295
 RL1295                          STATION RECOVERY (1995)
 RL1295
 RL1295'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1295'MARK NOT FOUND.
 RL1295
 RL1295                          STATION RECOVERY (2004)
 RL1295
 RL1295'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0102 ***********************************************************************
 SG0102  DESIGNATION -  625
 SG0102  PID         -  SG0102
 SG0102  STATE/COUNTY-  MI/HOUGHTON
 SG0102  USGS QUAD   -  CHASSELL (1975)
 SG0102
 SG0102                         *CURRENT SURVEY CONTROL
 SG0102  ___________________________________________________________________
 SG0102* NAD 83(1986)-  47 01 31.     (N)    088 31 35.     (W)     SCALED    
 SG0102* NAVD 88     -       190.211  (meters)     624.05   (feet)  ADJUSTED  
 SG0102  ___________________________________________________________________
 SG0102  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 SG0102  DYNAMIC HT  -         190.227 (meters)     624.10  (feet)  COMP
 SG0102  MODELED GRAV-     980,696.2   (mgal)                       NAVD 88
 SG0102
 SG0102  VERT ORDER  -  SECOND    CLASS 0
 SG0102
 SG0102.The horizontal coordinates were scaled from a topographic map and have
 SG0102.an estimated accuracy of +/- 6 seconds.
 SG0102
 SG0102.The orthometric height was determined by differential leveling
 SG0102.and adjusted by the National Geodetic Survey in June 1991..
 SG0102
 SG0102.The geoid height was determined by GEOID03.
 SG0102
 SG0102.The dynamic height is computed by dividing the NAVD 88
 SG0102.geopotential number by the normal gravity value computed on the
 SG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0102.degrees latitude (g = 980.6199 gals.).
 SG0102
 SG0102.The modeled gravity was interpolated from observed gravity values.
 SG0102
 SG0102;                    North         East    Units  Estimated Accuracy
 SG0102;SPC MI N     -   250,310.    7,883,970.      MT  (+/- 180 meters Scaled)
 SG0102
 SG0102                          SUPERSEDED SURVEY CONTROL
 SG0102
 SG0102  NGVD 29 (??/??/92)  190.207  (m)          624.04   (f) ADJ UNCH    2 0
 SG0102
 SG0102.Superseded values are not recommended for survey control.
 SG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0102.See file dsdata.txt to determine how the superseded data were derived.
 SG0102
 SG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT840091(NAD 83)
 SG0102_MARKER: P = PIPE CAP
 SG0102_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0102_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SG0102_STAMPING: MICH 625
 SG0102_MARK LOGO: USGS  
 SG0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0102+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 SG0102
 SG0102  HISTORY     - Date     Condition        Report By
 SG0102  HISTORY     - UNK      MONUMENTED       USGS
 SG0102  HISTORY     - 1948     GOOD             NGS
 SG0102  HISTORY     - 19900912 GOOD             MIDT
 SG0102  HISTORY     - 19900912 GOOD             MIDT
 SG0102  HISTORY     - 19960725 GOOD             NGS
 SG0102
 SG0102                          STATION DESCRIPTION
 SG0102
 SG0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0102'0.2 MI S FROM CHASSELL.
 SG0102'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 SG0102'AT CHASSELL, AT THE JUNCTION OF A BLACK TOP ROAD WEST (CO. ROAD
 SG0102'NO. 540), 43 FEET WEST OF THE CENTER LINE OF HIGHWAY 41, 56
 SG0102'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 27 FEET SOUTH
 SG0102'OF THE CENTERLINE OF THE ROAD WEST, 2 1/2 FEET NORTHWEST OF A
 SG0102'FENCE CORNER, 4 1/2 FEET WEST OF THE WEST EDGE OF A CONCRETE
 SG0102'WALK, 1 FOOT SOUTHEAST OF A POWER POLE, 2 1/2 FEET ABOVE THE
 SG0102'JUNCTION AND PROJECTING 6 INCHES.
 SG0102
 SG0102                          STATION RECOVERY (1990)
 SG0102
 SG0102'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 SG0102'RECOVERED AS DESCRIBED.  NOTE--PLACED NGS WITNESS POST 1 FOOT (0.3 M)
 SG0102'NORTH OF BENCH MARK.
 SG0102
 SG0102                          STATION RECOVERY (1990)
 SG0102
 SG0102'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 SG0102'RECOVERED IN GOOD CONDITION. NOTE--PLACED NGS WITNESS POST 1 FOOT (0.3
 SG0102'M) NORTH OF BENCH MARK.
 SG0102
 SG0102                          STATION RECOVERY (1996)
 SG0102
 SG0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0102'IN CHASSELL, AT THE INTERSECTION OF U.S.  HIGHWAY 41 AND 5TH STREET,
 SG0102'13.3 M (43.6 FT) WEST OF THE HIGHWAY CENTERLINE, 7.0 M (23.0 FT) SOUTH
 SG0102'OF THE STREET CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 SG0102'0.1 M (0.3 FT) SOUTH OF A WITNESS POST, AND THE PIPE PROJECTS 0.1 M
 SG0102'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0114 ***********************************************************************
 RK0114  DESIGNATION -  625 USGS
 RK0114  PID         -  RK0114
 RK0114  STATE/COUNTY-  MI/MARQUETTE
 RK0114  USGS QUAD   -  MARQUETTE (1975)
 RK0114
 RK0114                         *CURRENT SURVEY CONTROL
 RK0114  ___________________________________________________________________
 RK0114* NAD 83(1986)-  46 32 42.     (N)    087 22 43.     (W)     SCALED    
 RK0114* NAVD 88     -       190.224  (meters)     624.09   (feet)  ADJUSTED  
 RK0114  ___________________________________________________________________
 RK0114  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0114  DYNAMIC HT  -         190.242 (meters)     624.15  (feet)  COMP
 RK0114  MODELED GRAV-     980,703.5   (mgal)                       NAVD 88
 RK0114
 RK0114  VERT ORDER  -  FIRST     CLASS 0
 RK0114
 RK0114.The horizontal coordinates were scaled from a topographic map and have
 RK0114.an estimated accuracy of +/- 6 seconds.
 RK0114
 RK0114.The orthometric height was determined by differential leveling
 RK0114.and adjusted by the National Geodetic Survey in June 1991..
 RK0114
 RK0114.The geoid height was determined by GEOID03.
 RK0114
 RK0114.The dynamic height is computed by dividing the NAVD 88
 RK0114.geopotential number by the normal gravity value computed on the
 RK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0114.degrees latitude (g = 980.6199 gals.).
 RK0114
 RK0114.The modeled gravity was interpolated from observed gravity values.
 RK0114
 RK0114;                    North         East    Units  Estimated Accuracy
 RK0114;SPC MI N     -   195,870.    7,970,960.      MT  (+/- 180 meters Scaled)
 RK0114
 RK0114                          SUPERSEDED SURVEY CONTROL
 RK0114
 RK0114  NGVD 29 (??/??/92)  190.186  (m)          623.97   (f) ADJ UNCH    1 0
 RK0114
 RK0114.Superseded values are not recommended for survey control.
 RK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0114.See file dsdata.txt to determine how the superseded data were derived.
 RK0114
 RK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS709546(NAD 83)
 RK0114_MARKER: DD = SURVEY DISK
 RK0114_SETTING: 66 = SET IN ROCK OUTCROP
 RK0114_SP_SET: ROCK OUTCROP
 RK0114_STAMPING: 625 ADJ 1903
 RK0114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0114+STABILITY: POSITION/ELEVATION WELL
 RK0114
 RK0114  HISTORY     - Date     Condition        Report By
 RK0114  HISTORY     - 1903     MONUMENTED       USGS
 RK0114  HISTORY     - 1948     GOOD             NGS
 RK0114  HISTORY     - 1975     GOOD             NOS
 RK0114  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0114  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0114  HISTORY     - 19960823 GOOD             USPSQD
 RK0114
 RK0114                          STATION DESCRIPTION
 RK0114
 RK0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0114'AT MARQUETTE.
 RK0114'AT MARQUETTE, AT THE CITY WATER WORKS PLANT, 136 FEET SOUTHWEST
 RK0114'AND ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF THE WATER WORKS
 RK0114'BUILDING, 51 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF
 RK0114'LAKE STREET AND A BLACK TOP STREET LEADING WEST, ON TOP OF A KNOLL
 RK0114'SOUTHWEST OF THE WATER WORKS BUILDING, 5 FEET NORTH OF THE NORTH
 RK0114'FACE OF THE CONCRETE FOUNDATION OF A 15-FOOT SQUARE FOUNDATION
 RK0114'SUPPORTING A LARGE KETTLE, 18 FEET WEST OF POWER POLE NO. 193,
 RK0114'AND SET IN A DRILL HOLE IN AN OUTCROPPING OF ROCK ON KNOLL, ABOUT
 RK0114'6 FEET ABOVE LAKE STREET.  THIS MARK IS SET IN A LARGE OUTCROP
 RK0114'OF BED ROCK.  IT SEEMS HIGHLY IMPROBALE THAT IT HAS BEEN DISTURBED
 RK0114'IN ANY WAY.  THE MARK IS NOT PERFECTLY LEVEL - THE ROD WAS HELD
 RK0114'ON A RAISED SPOT AT THE CENTER OF THE DISK.
 RK0114
 RK0114                          STATION RECOVERY (1975)
 RK0114
 RK0114'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0114'AT MARQUETTE, AT THE CITY WATER WORKS PLANT, 136 FT. SOUTHWEST AND
 RK0114'ACROSS A DRIVE FROM THE SOUTHWEST CORNER OF THE WATER WORKS BUILDING,
 RK0114'51 FT. EAST NORTHEAST OF THE CENTER OF THE JUNCTION OF LAKE STREET,
 RK0114'AND A BLACK TOP STREET LEADING WEST, ON TOP OF A KNOLL SOUTHWEST OF
 RK0114'THE WATER WORKS BUILDING, 5 FT. NORTH OF THE NORTH FACE OF THE
 RK0114'CONCRETE FOUNDATION OF A 15 FT. SQUARE FOUNDATION SUPPORTING A LARGE
 RK0114'KETTLE, 18 FT. WEST OF UTILITY POLE NUMBER 193.
 RK0114
 RK0114                          STATION RECOVERY (1985)
 RK0114
 RK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0114'MARK NOT FOUND.
 RK0114
 RK0114                          STATION RECOVERY (1990)
 RK0114
 RK0114'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0114'MARK NOT FOUND.
 RK0114
 RK0114                          STATION RECOVERY (1996)
 RK0114
 RK0114'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0743 ***********************************************************************
 NE0743  DESIGNATION -  63 1/2
 NE0743  PID         -  NE0743
 NE0743  STATE/COUNTY-  MI/GENESEE
 NE0743  USGS QUAD   -  DURAND (1975)
 NE0743
 NE0743                         *CURRENT SURVEY CONTROL
 NE0743  ___________________________________________________________________
 NE0743* NAD 83(1986)-  42 52 48.     (N)    083 55 35.     (W)     SCALED    
 NE0743* NAVD 88     -       255.386  (meters)     837.88   (feet)  ADJUSTED  
 NE0743  ___________________________________________________________________
 NE0743  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NE0743  DYNAMIC HT  -         255.321 (meters)     837.67  (feet)  COMP
 NE0743  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 NE0743
 NE0743  VERT ORDER  -  SECOND    CLASS 0
 NE0743
 NE0743.The horizontal coordinates were scaled from a topographic map and have
 NE0743.an estimated accuracy of +/- 6 seconds.
 NE0743
 NE0743.The orthometric height was determined by differential leveling
 NE0743.and adjusted by the National Geodetic Survey in June 1991..
 NE0743
 NE0743.The geoid height was determined by GEOID03.
 NE0743
 NE0743.The dynamic height is computed by dividing the NAVD 88
 NE0743.geopotential number by the normal gravity value computed on the
 NE0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0743.degrees latitude (g = 980.6199 gals.).
 NE0743
 NE0743.The modeled gravity was interpolated from observed gravity values.
 NE0743
 NE0743;                    North         East    Units  Estimated Accuracy
 NE0743;SPC MI S     -   153,380.    4,035,970.      MT  (+/- 180 meters Scaled)
 NE0743
 NE0743                          SUPERSEDED SURVEY CONTROL
 NE0743
 NE0743  NGVD 29 (??/??/92)  255.515  (m)          838.30   (f) ADJ UNCH    2 0
 NE0743
 NE0743.Superseded values are not recommended for survey control.
 NE0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0743.See file dsdata.txt to determine how the superseded data were derived.
 NE0743
 NE0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH610516(NAD 83)
 NE0743_MARKER: B = BOLT
 NE0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0743_STAMPING: 63 1/2
 NE0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0743+STABILITY: SURFACE MOTION
 NE0743
 NE0743  HISTORY     - Date     Condition        Report By
 NE0743  HISTORY     - UNK      MONUMENTED       CGS
 NE0743  HISTORY     - 1967     GOOD             USGS
 NE0743
 NE0743                          STATION DESCRIPTION
 NE0743
 NE0743'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 NE0743'1.3 MI NW FROM GAINES.
 NE0743'GAINES, GENESEE COUNTY, 0.5 MI. N. AND 0.8 MI. W. OF, T. 6
 NE0743'N., R. 5 E., IN THE NW1/4 OF SEC. 31, 285 FT. SE ALONG THE GTWRR
 NE0743'FROM X-ING WITH COUNTY LINE RD., 49 FT. NE OR NORMAL TO THE N.
 NE0743'RAIL, 9.0 FT. E. OF A POLE, 1.5 FT. SW OF A RIGHT OF WAY FENCE,
 NE0743'1.2 FT. LOWER THAN X-ING, IN CONC. POST PROJ. 0.8 FT., A COPPER
 NE0743'BOLT STAMPED 63 1/2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0730 ***********************************************************************
 NE0730  DESIGNATION -  63 1/2
 NE0730  PID         -  NE0730
 NE0730  STATE/COUNTY-  MI/LIVINGSTON
 NE0730  USGS QUAD   -  SOUTH LYON (1983)
 NE0730
 NE0730                         *CURRENT SURVEY CONTROL
 NE0730  ___________________________________________________________________
 NE0730* NAD 83(1986)-  42 26 25.     (N)    083 43 36.     (W)     SCALED    
 NE0730* NAVD 88     -       270.370  (meters)     887.04   (feet)  ADJUSTED  
 NE0730  ___________________________________________________________________
 NE0730  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NE0730  DYNAMIC HT  -         270.293 (meters)     886.79  (feet)  COMP
 NE0730  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 NE0730
 NE0730  VERT ORDER  -  SECOND    CLASS 0
 NE0730
 NE0730.The horizontal coordinates were scaled from a topographic map and have
 NE0730.an estimated accuracy of +/- 6 seconds.
 NE0730
 NE0730.The orthometric height was determined by differential leveling
 NE0730.and adjusted by the National Geodetic Survey in June 1991..
 NE0730
 NE0730.The geoid height was determined by GEOID03.
 NE0730
 NE0730.The dynamic height is computed by dividing the NAVD 88
 NE0730.geopotential number by the normal gravity value computed on the
 NE0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0730.degrees latitude (g = 980.6199 gals.).
 NE0730
 NE0730.The modeled gravity was interpolated from observed gravity values.
 NE0730
 NE0730;                    North         East    Units  Estimated Accuracy
 NE0730;SPC MI S     -   104,640.    4,052,650.      MT  (+/- 180 meters Scaled)
 NE0730
 NE0730                          SUPERSEDED SURVEY CONTROL
 NE0730
 NE0730  NGVD 29 (??/??/92)  270.493  (m)          887.44   (f) ADJ UNCH    2 0
 NE0730
 NE0730.Superseded values are not recommended for survey control.
 NE0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0730.See file dsdata.txt to determine how the superseded data were derived.
 NE0730
 NE0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH757022(NAD 83)
 NE0730_MARKER: B = BOLT
 NE0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0730_STAMPING: 63-1/2
 NE0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0730+STABILITY: SURFACE MOTION
 NE0730
 NE0730  HISTORY     - Date     Condition        Report By
 NE0730  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0730  HISTORY     - 1934     GOOD             NGS
 NE0730  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 NE0730
 NE0730                          STATION DESCRIPTION
 NE0730
 NE0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0730'4.6 MI W FROM SOUTH LYON.
 NE0730'IN LIVINGSTON COUNTY, 4.6 MILES WEST ALONG THE GRAND TRUNK
 NE0730'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0730'1.7 MILES WEST OF THE POST OFFICE AT RUSHTON, LIVINGSTON COUNTY,
 NE0730'0.6 MILE WEST OF MILEPOST 63, 143 YARDS WEST OF A ROAD CROSSING,
 NE0730'14 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 3 FEET LOWER THAN
 NE0730'THE TOP OF THE RAIL.  A COPPER BOLT, STAMPED 63-1/2 AND SET
 NE0730'IN THE TOP OF A CONCRETE POST.
 NE0730
 NE0730                          STATION RECOVERY (1973)
 NE0730
 NE0730'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0344 ***********************************************************************
 OK0344  DESIGNATION -  63 1/2
 OK0344  PID         -  OK0344
 OK0344  STATE/COUNTY-  MI/KENT
 OK0344  USGS QUAD   -  SPARTA (1972)
 OK0344
 OK0344                         *CURRENT SURVEY CONTROL
 OK0344  ___________________________________________________________________
 OK0344* NAD 83(1986)-  43 11 00.     (N)    085 40 33.     (W)     SCALED    
 OK0344* NAVD 88     -       234.377  (meters)     768.95   (feet)  ADJUSTED  
 OK0344  ___________________________________________________________________
 OK0344  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 OK0344  DYNAMIC HT  -         234.321 (meters)     768.77  (feet)  COMP
 OK0344  MODELED GRAV-     980,375.3   (mgal)                       NAVD 88
 OK0344
 OK0344  VERT ORDER  -  SECOND    CLASS 0
 OK0344
 OK0344.The horizontal coordinates were scaled from a topographic map and have
 OK0344.an estimated accuracy of +/- 6 seconds.
 OK0344
 OK0344.The orthometric height was determined by differential leveling
 OK0344.and adjusted by the National Geodetic Survey in June 1991..
 OK0344
 OK0344.The geoid height was determined by GEOID03.
 OK0344
 OK0344.The dynamic height is computed by dividing the NAVD 88
 OK0344.geopotential number by the normal gravity value computed on the
 OK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0344.degrees latitude (g = 980.6199 gals.).
 OK0344
 OK0344.The modeled gravity was interpolated from observed gravity values.
 OK0344
 OK0344;                    North         East    Units  Estimated Accuracy
 OK0344;SPC MI S     -   187,810.    3,893,580.      MT  (+/- 180 meters Scaled)
 OK0344
 OK0344                          SUPERSEDED SURVEY CONTROL
 OK0344
 OK0344  NGVD 29 (??/??/92)  234.509  (m)          769.38   (f) ADJ UNCH    2 0
 OK0344
 OK0344.Superseded values are not recommended for survey control.
 OK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0344.See file dsdata.txt to determine how the superseded data were derived.
 OK0344
 OK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN076820(NAD 83)
 OK0344_MARKER: Z = SEE DESCRIPTION
 OK0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0344_STAMPING: 63 1/2
 OK0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0344+STABILITY: SURFACE MOTION
 OK0344
 OK0344  HISTORY     - Date     Condition        Report By
 OK0344  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0344  HISTORY     - 1934     GOOD             NGS
 OK0344
 OK0344                          STATION DESCRIPTION
 OK0344
 OK0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0344'1.7 MI E FROM SPARTA.
 OK0344'1.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0344'JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA, KENT
 OK0344'COUNTY, 26 FEET NORTH OF THE NORTH RAIL, 1 FOOT SOUTH OF A
 OK0344'FENCE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A BRASS PLUG,
 OK0344'STAMPED 63 1/2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1298 ***********************************************************************
 RJ1298  DESIGNATION -  63 1/2 C8M 041
 RJ1298  PID         -  RJ1298
 RJ1298  STATE/COUNTY-  MI/CHIPPEWA
 RJ1298  USGS QUAD   -  GOETZVILLE (1976)
 RJ1298
 RJ1298                         *CURRENT SURVEY CONTROL
 RJ1298  ___________________________________________________________________
 RJ1298* NAD 83(1994)-  46 15 32.74326(N)    084 06 21.33227(W)     ADJUSTED  
 RJ1298* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1298  ___________________________________________________________________
 RJ1298  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 RJ1298  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1298
 RJ1298  HORZ ORDER  -  SECOND
 RJ1298
 RJ1298.The horizontal coordinates were established by classical geodetic methods
 RJ1298.and adjusted by the National Geodetic Survey in February 1997..
 RJ1298
 RJ1298.The orthometric height was scaled from a topographic map.
 RJ1298
 RJ1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1298
 RJ1298.The geoid height was determined by GEOID03.
 RJ1298
 RJ1298;                    North         East     Units Scale Factor Converg.
 RJ1298;SPC MI N     -   168,094.456 8,223,064.630   MT  0.99990294   +2 05 30.5
 RJ1298;SPC MI N     -   551,491.00 26,978,558.50   iFT  0.99990294   +2 05 30.5
 RJ1298;UTM  16      - 5,126,906.862   723,042.536   MT  1.00021157   +2 05 30.3
 RJ1298
 RJ1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1298!SPC MI N     -   0.99997673  x   0.99990294  =   0.99987967
 RJ1298!UTM  16      -   0.99997673  x   1.00021157  =   1.00018830
 RJ1298
 RJ1298                          SUPERSEDED SURVEY CONTROL
 RJ1298
 RJ1298  NAD 83(1986)-  46 15 32.73494(N)    084 06 21.33107(W) AD(       ) 2
 RJ1298
 RJ1298.Superseded values are not recommended for survey control.
 RJ1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1298.See file dsdata.txt to determine how the superseded data were derived.
 RJ1298
 RJ1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2304326907(NAD 83)
 RJ1298_MARKER: DS = TRIANGULATION STATION DISK
 RJ1298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1298+WITH SETTING: INFORMATION.
 RJ1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1298
 RJ1298  HISTORY     - Date     Condition        Report By
 RJ1298  HISTORY     - 1988     MONUMENTED       USE
 RJ1298
 RJ1298                          STATION DESCRIPTION
 RJ1298
 RJ1298'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1298'THE STATION IS LOCATED ABOUT 32.2 KM (20.0 MI) SOUTHEAST OF SAULT STE
 RJ1298'MARIE, 38.5 KM
 RJ1298'(23.9 MI) EAST OF RUDYARD,
 RJ1298'33.5 KM (20.8 MI)
 RJ1298'NORTH-NORTHWEST OF DETOUR VILLAGE IN LOT 11, SEC 31, T45N-R3E.
 RJ1298'OWNERSHIP---RALPH M. BRANCH
 RJ1298'
 RJ1298'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1298'4.4 KM
 RJ1298'(2.7 MI) ON 15 MILE ROAD TO
 RJ1298'SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM (3.9 MI) ON
 RJ1298'SCENIC DRIVE TO JENS RESORT.
 RJ1298'TRAVEL BY BOAT DOWNRIVER FOR 15 MINUTES PAST A POINT OF LAND CALLED
 RJ1298'WINTERS POINT, TRAVEL AROUND THIS POINT FOR 15 MINUTES TO MUNUSCONG
 RJ1298'CHANNEL, FROM THE MOUTH OF THE CHANNEL TRAVEL UPRIVER FOR 10 MINUTES
 RJ1298'TO THE WEST SIDE OF THE CHANNEL AND THE STATION.
 RJ1298'
 RJ1298'THE STATION IS A STANDARD COE DISK,
 RJ1298'THAT IS STAMPED---C8M-041---, SET INTO A COVERED SLEEVE THAT IS
 RJ1298'FLUSH WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD
 RJ1298'THAT IS DRIVEN INTO THE GROUND, LOCATED 7.3 METERS (24 FT) INLAND
 RJ1298'FROM THE SHORE AND APPROXIMATELY 109.7 METERS (360 FT) NORTH OF
 RJ1298'LITTLE NEEBISH RESORT STORE.
 RJ1298'
 RJ1298'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0928 ***********************************************************************
 RJ0928  DESIGNATION -  63 USLS 1878
 RJ0928  PID         -  RJ0928
 RJ0928  STATE/COUNTY-  MI/CHIPPEWA
 RJ0928  USGS QUAD   -  GOETZVILLE (1976)
 RJ0928
 RJ0928                         *CURRENT SURVEY CONTROL
 RJ0928  ___________________________________________________________________
 RJ0928* NAD 83(1994)-  46 15 45.97967(N)    084 06 40.28364(W)     ADJUSTED  
 RJ0928* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0928  ___________________________________________________________________
 RJ0928  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 RJ0928  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0928
 RJ0928  HORZ ORDER  -  THIRD
 RJ0928
 RJ0928.The horizontal coordinates were established by classical geodetic methods
 RJ0928.and adjusted by the National Geodetic Survey in February 1997..
 RJ0928
 RJ0928.The orthometric height was scaled from a topographic map.
 RJ0928
 RJ0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0928
 RJ0928.The geoid height was determined by GEOID03.
 RJ0928
 RJ0928;                    North         East     Units Scale Factor Converg.
 RJ0928;SPC MI N     -   168,488.043 8,222,644.170   MT  0.99990291   +2 05 16.8
 RJ0928;SPC MI N     -   552,782.29 26,977,179.04   iFT  0.99990291   +2 05 16.8
 RJ0928;SPC MI C     -   327,433.313 6,019,699.676   MT  1.00017908   +0 10 49.7
 RJ0928;SPC MI C     - 1,074,256.28 19,749,670.85   iFT  1.00017908   +0 10 49.7
 RJ0928;UTM  16      - 5,127,300.569   722,621.947   MT  1.00020927   +2 05 17.1
 RJ0928
 RJ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0928!SPC MI N     -   0.99997767  x   0.99990291  =   0.99988059
 RJ0928!SPC MI C     -   0.99997767  x   1.00017908  =   1.00015675
 RJ0928!UTM  16      -   0.99997767  x   1.00020927  =   1.00018694
 RJ0928
 RJ0928                          SUPERSEDED SURVEY CONTROL
 RJ0928
 RJ0928  NAD 83(1986)-  46 15 45.95856(N)    084 06 40.28723(W) AD(       ) 3
 RJ0928  NAD 27      -  46 15 45.90400(N)    084 06 40.19300(W) AD(       ) 3
 RJ0928
 RJ0928.Superseded values are not recommended for survey control.
 RJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0928.See file dsdata.txt to determine how the superseded data were derived.
 RJ0928
 RJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2262227301(NAD 83)
 RJ0928_MARKER: N = NAIL
 RJ0928_SETTING: 0 = UNSPECIFIED SETTING
 RJ0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0928
 RJ0928  HISTORY     - Date     Condition        Report By
 RJ0928  HISTORY     - 1878     MONUMENTED       USLS
 RJ0928  HISTORY     - 1968     GOOD             USE
 RJ0928
 RJ0928                          STATION DESCRIPTION
 RJ0928
 RJ0928'DESCRIBED BY US LAKE SURVEY 1878
 RJ0928'ON THE NE SHORE OF RAINS ISLAND, S ACROSS MUNUSCONG CHANNEL FROM REED
 RJ0928'POINT ON ST JOSEPH ISLAND.  ON A POINT NEAR THE OLD ARNOLD DOCK, AT
 RJ0928'THE W END OF A BAY, AND 1,500 FEET SE FROM THE N POINT OF THE ISLAND.
 RJ0928'IT IS AT ABOUT THE CENTER OF THE POINT, AND 25 FEET FROM ITS END.
 RJ0928'A COTTAGE (ONE OF SEVERAL) IS DIRECTLY INSHORE FROM THE STATION.
 RJ0928'
 RJ0928'STATION MARK IS A DRILL HOLE IN A SMOOTH ROCK UNDERGROUND.  A NAIL
 RJ0928'IN A GOOD CEDAR POST IS SET OVER THE STATION, PROJECTING ABOVE THE
 RJ0928'GROUND IN A SMALL CAIRN.  A PAINTED TRIPOD IS OVER THE STATION.
 RJ0928
 RJ0928                          STATION RECOVERY (1968)
 RJ0928
 RJ0928'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1551 ***********************************************************************
 NE1551  DESIGNATION -  63102
 NE1551  PID         -  NE1551
 NE1551  STATE/COUNTY-  MI/OAKLAND
 NE1551  USGS QUAD   -  ROCHESTER (1981)
 NE1551
 NE1551                         *CURRENT SURVEY CONTROL
 NE1551  ___________________________________________________________________
 NE1551* NAD 83(1994)-  42 38 41.65316(N)    083 10 08.71571(W)     ADJUSTED  
 NE1551* NAVD 88     -       250.1    (meters)     821.     (feet)  GPS OBS   
 NE1551  ___________________________________________________________________
 NE1551  X           -     558,888.670 (meters)                     COMP
 NE1551  Y           -  -4,665,569.988 (meters)                     COMP
 NE1551  Z           -   4,298,714.644 (meters)                     COMP
 NE1551  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 NE1551  ELLIP HEIGHT-         215.61  (meters)          (07/17/02) GPS OBS
 NE1551  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 NE1551
 NE1551  HORZ ORDER  -  FIRST
 NE1551  ELLP ORDER  -  FOURTH    CLASS I
 NE1551
 NE1551.The horizontal coordinates were established by GPS observations
 NE1551.and adjusted by the National Geodetic Survey in February 1997..
 NE1551
 NE1551.The orthometric height was determined by GPS observations and a
 NE1551.high-resolution geoid model.
 NE1551
 NE1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1551
 NE1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1551
 NE1551.The ellipsoidal height was determined by GPS observations
 NE1551.and is referenced to NAD 83.
 NE1551
 NE1551.The geoid height was determined by GEOID03.
 NE1551
 NE1551;                    North         East     Units Scale Factor Converg.
 NE1551;SPC MI S     -   127,871.174 4,098,200.596   MT  0.99991562   +0 48 54.0
 NE1551;SPC MI S     -   419,524.85 13,445,540.01   iFT  0.99991562   +0 48 54.0
 NE1551;UTM  17      - 4,723,663.969   322,182.983   MT  0.99998902   -1 28 11.4
 NE1551
 NE1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1551!SPC MI S     -   0.99996619  x   0.99991562  =   0.99988181
 NE1551!UTM  17      -   0.99996619  x   0.99998902  =   0.99995521
 NE1551
 NE1551                          SUPERSEDED SURVEY CONTROL
 NE1551
 NE1551  ELLIP H (02/03/97)  215.65   (m)                       GP(       ) 4 1
 NE1551  NAD 83(1986)-  42 38 41.65602(N)    083 10 08.75136(W) AD(       ) 1
 NE1551  NAD 83(1986)-  42 38 41.65730(N)    083 10 08.74610(W) AD(       ) 1
 NE1551  NGVD 29 (07/16/92)  249.9    (m)          820.     (f) GPS OBS        
 NE1551
 NE1551.Superseded values are not recommended for survey control.
 NE1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1551.See file dsdata.txt to determine how the superseded data were derived.
 NE1551
 NE1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2218323664(NAD 83)
 NE1551_MARKER: DD = SURVEY DISK
 NE1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1551_SP_SET: CONCRETE POST
 NE1551_STAMPING: 63102 1980
 NE1551_MARK LOGO: MIDT  
 NE1551_PROJECTION: FLUSH
 NE1551_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1551+STABILITY: SURFACE MOTION
 NE1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1551+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 NE1551
 NE1551  HISTORY     - Date     Condition        Report By
 NE1551  HISTORY     - 1980     MONUMENTED       MIDH
 NE1551  HISTORY     - 19900124 GOOD             NGS
 NE1551  HISTORY     - 19910515 GOOD
 NE1551  HISTORY     - 19980520 GOOD             OHM
 NE1551  HISTORY     - 20000328 GOOD             LOCSUR
 NE1551  HISTORY     - 20010731 GOOD             LOCSUR
 NE1551  HISTORY     - 20060322 GOOD             INDIV
 NE1551
 NE1551                          STATION DESCRIPTION
 NE1551
 NE1551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1551'THE STATION IS LOCATED ABOUT 10.1 KM (6.30 MI) SOUTHWEST OF ROCHESTER,
 NE1551'IN QUAD. 420831, IN AVON TOWNSHIP, IN THE NORTHWEST 1/4 OF SECTION 28,
 NE1551'T-2-N, R-10-E AND ON THE ROCHESTER QUADRANGLE MAP. OWNERSHIP--MICHIGAN
 NE1551'DEPARTMENT OF TRANSPORTATION.
 NE1551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 150
 NE1551'(ROCHESTER ROAD) ABOUT 6.0 KM (3.75 MI) SOUTH OF ROCHESTER, GO WEST ON
 NE1551'STATE HIGHWAY 59 FOR 3.86 KM (2.40 MI) TO THE STATION ON THE RIGHT
 NE1551'JUST AFTER PASSING THE EXIT ROAD FOR CROOKES ROAD.
 NE1551'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1551'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 144.9 M
 NE1551'(475.4 FT) EAST FROM THE CENTER OF CROOKES ROAD, 141.7 M (464.9 FT)
 NE1551'SOUTHEAST OF A 24 INCH MAPLE TREE, 14.9 M (48.9 FT) NORTH FROM THE
 NE1551'NORTH EDGE OF THE WESTBOUND LANES OF STATE HIGHWAY 59 AND 1.2 M
 NE1551'(3.9 FT) SOUTH FROM A METAL WITNESS POST.
 NE1551'DESCRIBED BY E.J. HANSMANN.
 NE1551
 NE1551                          STATION RECOVERY (1991)
 NE1551
 NE1551'RECOVERED 1991
 NE1551'RECOVERED IN GOOD CONDITION.
 NE1551
 NE1551                          STATION RECOVERY (1998)
 NE1551
 NE1551'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1551'RECOVERED AS DESCRIBED.
 NE1551
 NE1551                          STATION RECOVERY (2000)
 NE1551
 NE1551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JMS)
 NE1551'RECOVERED IN GOOD CONDITION.
 NE1551
 NE1551                          STATION RECOVERY (2001)
 NE1551
 NE1551'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE1551'RECOVERED IN GOOD CONDITION.
 NE1551
 NE1551                          STATION RECOVERY (2006)
 NE1551
 NE1551'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1551'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5861 ***********************************************************************
 AA5861  DESIGNATION -  63201
 AA5861  PID         -  AA5861
 AA5861  STATE/COUNTY-  MI/OAKLAND
 AA5861  USGS QUAD   -  NORTHVILLE (1980)
 AA5861
 AA5861                         *CURRENT SURVEY CONTROL
 AA5861  ___________________________________________________________________
 AA5861* NAD 83(1994)-  42 29 20.77416(N)    083 26 09.62730(W)     ADJUSTED  
 AA5861* NAVD 88     -       273.9    (meters)     899.     (feet)  GPS OBS   
 AA5861  ___________________________________________________________________
 AA5861  X           -     538,487.915 (meters)                     COMP
 AA5861  Y           -  -4,679,771.854 (meters)                     COMP
 AA5861  Z           -   4,285,984.425 (meters)                     COMP
 AA5861  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 AA5861  ELLIP HEIGHT-         240.06  (meters)          (07/12/02) GPS OBS
 AA5861  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AA5861
 AA5861  HORZ ORDER  -  FIRST
 AA5861  ELLP ORDER  -  FOURTH    CLASS I
 AA5861
 AA5861.The horizontal coordinates were established by GPS observations
 AA5861.and adjusted by the National Geodetic Survey in February 1997..
 AA5861
 AA5861.The orthometric height was determined by GPS observations and a
 AA5861.high-resolution geoid model.
 AA5861
 AA5861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5861
 AA5861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5861
 AA5861.The ellipsoidal height was determined by GPS observations
 AA5861.and is referenced to NAD 83.
 AA5861
 AA5861.The geoid height was determined by GEOID03.
 AA5861
 AA5861;                    North         East     Units Scale Factor Converg.
 AA5861;SPC MI S     -   110,290.033 4,076,505.671   MT  0.99993061   +0 38 00.0
 AA5861;SPC MI S     -   361,843.94 13,374,362.44   iFT  0.99993061   +0 38 00.0
 AA5861;UTM  17      - 4,706,958.710   299,802.546   MT  1.00009314   -1 38 45.4
 AA5861
 AA5861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5861!SPC MI S     -   0.99996235  x   0.99993061  =   0.99989296
 AA5861!UTM  17      -   0.99996235  x   1.00009314  =   1.00005549
 AA5861
 AA5861                          SUPERSEDED SURVEY CONTROL
 AA5861
 AA5861  ELLIP H (02/03/97)  240.11   (m)                       GP(       ) 4 1
 AA5861  NAD 83(1986)-  42 29 20.78012(N)    083 26 09.65751(W) AD(       ) 1
 AA5861
 AA5861.Superseded values are not recommended for survey control.
 AA5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5861.See file dsdata.txt to determine how the superseded data were derived.
 AA5861
 AA5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9980306959(NAD 83)
 AA5861_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5861_STAMPING: 63201 1988
 AA5861_MARK LOGO: MIDT  
 AA5861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5861+STABILITY: SURFACE MOTION
 AA5861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5861+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AA5861
 AA5861  HISTORY     - Date     Condition        Report By
 AA5861  HISTORY     - 1988     MONUMENTED       MIDT
 AA5861  HISTORY     - 20050808 GOOD             USPSQD
 AA5861  HISTORY     - 20060321 GOOD             INDIV
 AA5861
 AA5861                          STATION DESCRIPTION
 AA5861
 AA5861'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1988 (JHS)
 AA5861'STATION IS LOCATED IN QUAD 420832 ON THE NORTHVILLE QUADRANGLE MAP. IT
 AA5861'IS IN THE SOUTHEAST 1/4 OF SECTION 13, T-1-N, R-8-E, NOVI TOWNSHIP.
 AA5861'ABOUT 4.0 MI (6.4 KM) NORTH OF FARMINGTON, 4.0 MI (6.4 KM) SOUTHEAST
 AA5861'OF WALLED LAKE, 2.5 MI (4.0 KM) NORTHEAST OF NOVI, 0.5 MI (0.8 KM)
 AA5861'SOUTH OF TWELVE MILE ROAD ON THE WEST SIDE OF HAGGERTY ROAD AND ON
 AA5861'HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH THE STATION FROM NOVI AT THE
 AA5861'INTERSECTION OF NOVI ROAD AND GRAND RIVER AVENUE, GO NORTH ALONG NOVI
 AA5861'ROAD FOR 1.0 MI (1.6 KM) TO A CROSSROAD (TWELVE MILE ROAD).  TURN
 AA5861'RIGHT AND GO EAST ALONG TWELVE MILE ROAD FOR 2.0 MI (3.2 KM) TO A
 AA5861'CROSSROAD (HAGGERTY ROAD).  TURN RIGHT AND GO SOUTH ALONG HAGGERTY
 AA5861'ROAD FOR 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 AA5861'STATION IS RECESSED 6 INCHES BELOW GROUND SURFACE. IT IS 262.5 FT
 AA5861'(80.0 M) SOUTH OF THE CENTER OF HILLS TECH DRIVE, 32.5 FT (9.9 M) WEST
 AA5861'OF THE CENTER OF HAGGERTY ROAD, AND 2.0 FT (0.6 M) EAST OF A METAL
 AA5861'WITNESS POST WITH SIGN.
 AA5861
 AA5861                          STATION RECOVERY (2005)
 AA5861
 AA5861'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA5861'RECOVERED IN GOOD CONDITION, BUT MARK IS ACTUALLY 4 FT EAST OF WITNESS
 AA5861'POST.
 AA5861
 AA5861                          STATION RECOVERY (2006)
 AA5861
 AA5861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5861'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5859 ***********************************************************************
 AA5859  DESIGNATION -  63204
 AA5859  PID         -  AA5859
 AA5859  STATE/COUNTY-  MI/OAKLAND
 AA5859  USGS QUAD   -  WALLED LAKE (1983)
 AA5859
 AA5859                         *CURRENT SURVEY CONTROL
 AA5859  ___________________________________________________________________
 AA5859* NAD 83(1994)-  42 32 27.43454(N)    083 27 29.61499(W)     ADJUSTED  
 AA5859* NAVD 88     -       291.8    (meters)     957.     (feet)  GPS OBS   
 AA5859  ___________________________________________________________________
 AA5859  X           -     536,231.150 (meters)                     COMP
 AA5859  Y           -  -4,676,126.361 (meters)                     COMP
 AA5859  Z           -   4,290,242.182 (meters)                     COMP
 AA5859  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AA5859  ELLIP HEIGHT-         258.01  (meters)          (07/12/02) GPS OBS
 AA5859  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AA5859
 AA5859  HORZ ORDER  -  FIRST
 AA5859  ELLP ORDER  -  FOURTH    CLASS I
 AA5859
 AA5859.The horizontal coordinates were established by GPS observations
 AA5859.and adjusted by the National Geodetic Survey in February 1997..
 AA5859
 AA5859.The orthometric height was determined by GPS observations and a
 AA5859.high-resolution geoid model.
 AA5859
 AA5859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5859
 AA5859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5859
 AA5859.The ellipsoidal height was determined by GPS observations
 AA5859.and is referenced to NAD 83.
 AA5859
 AA5859.The geoid height was determined by GEOID03.
 AA5859
 AA5859;                    North         East     Units Scale Factor Converg.
 AA5859;SPC MI S     -   116,029.012 4,074,617.085   MT  0.99992481   +0 37 05.6
 AA5859;SPC MI S     -   380,672.61 13,368,166.29   iFT  0.99992481   +0 37 05.6
 AA5859;UTM  17      - 4,712,769.266   298,143.493   MT  1.00010134   -1 39 45.4
 AA5859
 AA5859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5859!SPC MI S     -   0.99995954  x   0.99992481  =   0.99988435
 AA5859!UTM  17      -   0.99995954  x   1.00010134  =   1.00006087
 AA5859
 AA5859                          SUPERSEDED SURVEY CONTROL
 AA5859
 AA5859  ELLIP H (02/03/97)  258.06   (m)                       GP(       ) 4 1
 AA5859  NAD 83(1986)-  42 32 27.43918(N)    083 27 29.64739(W) AD(       ) 1
 AA5859
 AA5859.Superseded values are not recommended for survey control.
 AA5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5859.See file dsdata.txt to determine how the superseded data were derived.
 AA5859
 AA5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9814312769(NAD 83)
 AA5859_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5859_STAMPING: 63204 1988
 AA5859_MARK LOGO: MIDT  
 AA5859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5859+STABILITY: SURFACE MOTION
 AA5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5859+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA5859
 AA5859  HISTORY     - Date     Condition        Report By
 AA5859  HISTORY     - 1988     MONUMENTED       MIDT
 AA5859  HISTORY     - 20040306 MARK NOT FOUND   USPSQD
 AA5859  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 AA5859
 AA5859                          STATION DESCRIPTION
 AA5859
 AA5859'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1988 (JHS)
 AA5859'STATION IS LOCATED IN QUAD 420831 ON THE WALLED LAKE QUADRANGLE MAP.
 AA5859'IT IS IN THE NORTHEAST 1/4 SECTION 35, T-2-N, R-8-E, COMMERCE
 AA5859'TOWNSHIP.  ABOUT 8.0 MI (12.9 KM) NORTHWEST OF FRANKLIN, 1.5 MI (2.4
 AA5859'KM) SOUTHEAST OF WOLVERINE LAKE, 1.25 MI (2.01 KM) EAST OF WALLED
 AA5859'LAKE, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF MAPLE ROAD AND
 AA5859'WELCH ROAD AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH THE STATION
 AA5859'FROM THE INTERSECTION OF PONTIAC TRAIL AND WEST MAPLE ROAD IN WALLED
 AA5859'LAKE, GO EAST ON MAPLE ROAD FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF
 AA5859'MAPLE ROAD AND WELCH ROAD AND STATION ON RIGHT. STATION IS SET FLUSH
 AA5859'WITH THE GROUND SURFACE. IT IS 51.0 FT (15.5 M) SOUTH OF THE CENTER OF
 AA5859'MAPLE ROAD, 51.0 FT (15.5 M) NORTHEAST FROM THE NORTHEAST CORNER
 AA5859'CONCRETE PAD FOR POWER TRANSFORMER, 39.0 FT (11.9 M) WEST OF THE
 AA5859'CENTER OF WELCH ROAD, 22.0 FT (6.7 M) NORTHEAST FROM THE CENTER OF A
 AA5859'SEWER MANHOLE, AND 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST WITH
 AA5859'SIGN.
 AA5859
 AA5859                          STATION RECOVERY (2004)
 AA5859
 AA5859'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 AA5859'MARK NOT FOUND.
 AA5859
 AA5859                          STATION RECOVERY (2006)
 AA5859
 AA5859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5860 ***********************************************************************
 AA5860  DESIGNATION -  63206
 AA5860  PID         -  AA5860
 AA5860  STATE/COUNTY-  MI/OAKLAND
 AA5860  USGS QUAD   -  WALLED LAKE (1983)
 AA5860
 AA5860                         *CURRENT SURVEY CONTROL
 AA5860  ___________________________________________________________________
 AA5860* NAD 83(1994)-  42 33 23.48375(N)    083 26 33.81184(W)     ADJUSTED  
 AA5860* NAVD 88     -       292.1    (meters)     958.     (feet)  GPS OBS   
 AA5860  ___________________________________________________________________
 AA5860  X           -     537,362.681 (meters)                     COMP
 AA5860  Y           -  -4,674,819.429 (meters)                     COMP
 AA5860  Z           -   4,291,516.557 (meters)                     COMP
 AA5860  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 AA5860  ELLIP HEIGHT-         258.31  (meters)          (07/12/02) GPS OBS
 AA5860  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 AA5860
 AA5860  HORZ ORDER  -  FIRST
 AA5860  ELLP ORDER  -  FOURTH    CLASS I
 AA5860
 AA5860.The horizontal coordinates were established by GPS observations
 AA5860.and adjusted by the National Geodetic Survey in February 1997..
 AA5860
 AA5860.The orthometric height was determined by GPS observations and a
 AA5860.high-resolution geoid model.
 AA5860
 AA5860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5860
 AA5860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5860
 AA5860.The ellipsoidal height was determined by GPS observations
 AA5860.and is referenced to NAD 83.
 AA5860
 AA5860.The geoid height was determined by GEOID03.
 AA5860
 AA5860;                    North         East     Units Scale Factor Converg.
 AA5860;SPC MI S     -   117,772.123 4,075,871.260   MT  0.99992322   +0 37 43.6
 AA5860;SPC MI S     -   386,391.48 13,372,281.04   iFT  0.99992322   +0 37 43.6
 AA5860;UTM  17      - 4,714,461.371   299,466.285   MT  1.00009479   -1 39 09.4
 AA5860
 AA5860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5860!SPC MI S     -   0.99995949  x   0.99992322  =   0.99988271
 AA5860!UTM  17      -   0.99995949  x   1.00009479  =   1.00005428
 AA5860
 AA5860                          SUPERSEDED SURVEY CONTROL
 AA5860
 AA5860  ELLIP H (02/03/97)  258.35   (m)                       GP(       ) 4 1
 AA5860  NAD 83(1986)-  42 33 23.48898(N)    083 26 33.84252(W) AD(       ) 1
 AA5860
 AA5860.Superseded values are not recommended for survey control.
 AA5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5860.See file dsdata.txt to determine how the superseded data were derived.
 AA5860
 AA5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9946614461(NAD 83)
 AA5860_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5860_STAMPING: 63206
 AA5860_MARK LOGO: MIDT  
 AA5860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5860+STABILITY: SURFACE MOTION
 AA5860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5860+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA5860
 AA5860  HISTORY     - Date     Condition        Report By
 AA5860  HISTORY     - 1988     MONUMENTED       MIDT
 AA5860  HISTORY     - 20020118 GOOD             USPSQD
 AA5860  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 AA5860
 AA5860                          STATION DESCRIPTION
 AA5860
 AA5860'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1988 (JHS)
 AA5860'STATION IS LOCATED IN QUAD 420831 ON THE WALLED LAKE QUADRANGLE MAP.
 AA5860'IT IS IN THE SOUTHEAST 1/4 OF SECTION 24, T-2-N, R-8-E, COMMERCE
 AA5860'TOWNSHIP.  ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF MILFORD, 4.0 MI (6.4 KM)
 AA5860'SOUTHWEST OF ORCHARD LAKE, 2.5 MI (4.0 KM) NORTHEAST OF WALLED LAKE
 AA5860'AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH THE STATION FROM THE
 AA5860'INTERSECTION OF PONTIAC TRAIL AND WEST MAPLE ROAD IN WALLED LAKE, GO
 AA5860'NORTHEASTERLY ALONG PONTIAC TRAIL FOR 2.46 MI (3.96 KM) TO THE STATION
 AA5860'ON RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION WITH WALNUT
 AA5860'LAKE ROAD, AS DESCRIBED. THE STATION IS SET FLUSH WITH THE GROUND
 AA5860'SURFACE. IT IS 132.0 FT (40.2 M) NORTHEAST FROM THE CENTER OF WALNUT
 AA5860'LAKE ROAD, 43.0 FT (13.1 M) SOUTH FROM THE CENTER OF PONTIAC TRAIL,
 AA5860'26.5 FT (8.1 M) NORTHWEST FROM THE CENTER OF A 4-INCH PINE TREE, 24.0
 AA5860'FT (7.3 M) NORTHEAST FROM THE CENTER OF A FIRE HYDRANT AND 4.0 FT (1.2
 AA5860'M) NORTHWEST FROM A METAL WITNESS POST WITH SIGN.  NO DATE IS STAMPED
 AA5860'ON STATION DISK.
 AA5860
 AA5860                          STATION RECOVERY (2002)
 AA5860
 AA5860'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAJ)
 AA5860'RECOVERED IN GOOD CONDITION.
 AA5860
 AA5860                          STATION RECOVERY (2004)
 AA5860
 AA5860'RECOVERY NOTE BY US POWER SQUADRON 2004 (CJP)
 AA5860'WITNESS POST, FIRE HYDRANT AND TREE REMAIN. COULD NOT FIND MARK. MAY
 AA5860'HAVE BEEN REMOVED DURING ROAD WIDENING IN 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1552 ***********************************************************************
 NE1552  DESIGNATION -  63207
 NE1552  PID         -  NE1552
 NE1552  STATE/COUNTY-  MI/OAKLAND
 NE1552  USGS QUAD   -  SALEM (1980)
 NE1552
 NE1552                         *CURRENT SURVEY CONTROL
 NE1552  ___________________________________________________________________
 NE1552* NAD 83(1994)-  42 29 39.25536(N)    083 30 47.97535(W)     ADJUSTED  
 NE1552* NAVD 88     -       297.3    (meters)     975.     (feet)  GPS OBS   
 NE1552  ___________________________________________________________________
 NE1552  X           -     532,130.656 (meters)                     COMP
 NE1552  Y           -  -4,680,128.731 (meters)                     COMP
 NE1552  Z           -   4,286,420.813 (meters)                     COMP
 NE1552  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 NE1552  ELLIP HEIGHT-         263.56  (meters)          (07/17/02) GPS OBS
 NE1552  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NE1552
 NE1552  HORZ ORDER  -  FIRST
 NE1552  ELLP ORDER  -  FOURTH    CLASS I
 NE1552
 NE1552.The horizontal coordinates were established by GPS observations
 NE1552.and adjusted by the National Geodetic Survey in February 1997..
 NE1552
 NE1552.The orthometric height was determined by GPS observations and a
 NE1552.high-resolution geoid model.
 NE1552
 NE1552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1552
 NE1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1552
 NE1552.The ellipsoidal height was determined by GPS observations
 NE1552.and is referenced to NAD 83.
 NE1552
 NE1552.The geoid height was determined by GEOID03.
 NE1552
 NE1552;                    North         East     Units Scale Factor Converg.
 NE1552;SPC MI S     -   110,792.885 4,070,144.049   MT  0.99993000   +0 34 50.6
 NE1552;SPC MI S     -   363,493.72 13,353,490.97   iFT  0.99993000   +0 34 50.6
 NE1552;UTM  17      - 4,707,714.295   293,464.823   MT  1.00012486   -1 41 54.2
 NE1552
 NE1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1552!SPC MI S     -   0.99995867  x   0.99993000  =   0.99988867
 NE1552!UTM  17      -   0.99995867  x   1.00012486  =   1.00008352
 NE1552
 NE1552                          SUPERSEDED SURVEY CONTROL
 NE1552
 NE1552  ELLIP H (02/03/97)  263.61   (m)                       GP(       ) 4 1
 NE1552  NAD 83(1986)-  42 29 39.25941(N)    083 30 48.00569(W) AD(       ) 1
 NE1552  NAD 83(1986)-  42 29 39.26004(N)    083 30 48.00679(W) AD(       ) 1
 NE1552  NGVD 29 (03/27/91)  297.4    (m)          976.     (f) GPS OBS        
 NE1552
 NE1552.Superseded values are not recommended for survey control.
 NE1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1552.See file dsdata.txt to determine how the superseded data were derived.
 NE1552
 NE1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9346507714(NAD 83)
 NE1552_MARKER: DS = TRIANGULATION STATION DISK
 NE1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1552_SP_SET: CONCRETE POST
 NE1552_STAMPING: 63207 1989
 NE1552_MARK LOGO: MIDT  
 NE1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1552+STABILITY: SURFACE MOTION
 NE1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1552+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 NE1552
 NE1552  HISTORY     - Date     Condition        Report By
 NE1552  HISTORY     - 1989     MONUMENTED       MIDT
 NE1552  HISTORY     - 19900125 GOOD             NGS
 NE1552  HISTORY     - 19910625 GOOD             NGS
 NE1552  HISTORY     - 20060321 MARK NOT FOUND   INDIV
 NE1552
 NE1552                          STATION DESCRIPTION
 NE1552
 NE1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1552'THE STATION IS LOCATED IN QUAD. 420832, IN NOVI TOWNSHIP, IN THE
 NE1552'NORTHWEST 1/4 OF SECTION 16, T-1-N, R-8-E AND ON THE MILFORD
 NE1552'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1552'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NE1552'BECK ROAD (EXIT 160) ABOUT 4.5 KM (2.80 MI) SOUTHEAST OF WIXOM, GO
 NE1552'NORTH ON BECK ROAD FOR 0.15 KM (0.10 MI) TO A FORK AND THE STATION ON
 NE1552'THE RIGHT IN A GRASSY TRIANGLE AND JUST BEFORE REACHING TWELVE MILE
 NE1552'ROAD.
 NE1552'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1552'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 32.0 M
 NE1552'(105.0 FT) NORTH FROM THE CENTER OF TWELVE MILE ROAD, 19.0 M
 NE1552'(62.3 FT) WEST FROM THE CENTER OF BECK ROAD, 18.7 M (61.4 FT) EAST
 NE1552'FROM THE CENTER OF AN EXIT ROAD, 3.8 M (12.5 FT) SOUTH-SOUTHWEST FROM
 NE1552'A 6-INCH ELM TREE AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST
 NE1552'DESCRIBED BY E.J. HANSMANN.
 NE1552
 NE1552                          STATION RECOVERY (1991)
 NE1552
 NE1552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1552'THE STATION IS LOCATED ABOUT 4.25 KM (2.64 MI) SOUTHEAST OF WIXOM, 6.4
 NE1552'KM (4.0 MI) NORTHWEST OF NOVI AND 6.6 KM (4.1 MI) EAST OF NEW HUDSON.
 NE1552'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1552'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NE1552'BECK ROAD (EXIT 160) ABOUT 4.5 KM (2.8 MI) SOUTHEAST OF WIXOM, GO
 NE1552'NORTH ON BECK ROAD FOR 0.15 KM (0.09 MI) TO A FORK AND THE STATION ON
 NE1552'THE RIGHT IN A GRASSY TRIANGLE AND JUST BEFORE REACHING TWELVE MILE
 NE1552'ROAD.
 NE1552'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1552'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 32.0 M
 NE1552'(105.0 FT) NORTH FROM THE CENTER OF TWELVE MILE ROAD, 19.0 M
 NE1552'(62.3 FT) WEST FROM THE CENTER OF BECK ROAD, 18.7 M (61.4 FT) EAST
 NE1552'FROM THE CENTER OF AN EXIT ROAD, 3.8 M (12.5 FT) SOUTH-SOUTHWEST FROM
 NE1552'A 6-INCH ELM TREE AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST
 NE1552
 NE1552                          STATION RECOVERY (2006)
 NE1552
 NE1552'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1674 ***********************************************************************
 NE1674  DESIGNATION -  63209
 NE1674  PID         -  NE1674
 NE1674  STATE/COUNTY-  MI/OAKLAND
 NE1674  USGS QUAD   -  BIRMINGHAM (1981)
 NE1674
 NE1674                         *CURRENT SURVEY CONTROL
 NE1674  ___________________________________________________________________
 NE1674* NAD 83(1994)-  42 37 07.47014(N)    083 14 06.04127(W)     ADJUSTED  
 NE1674* NAVD 88     -       271.2    (meters)     890.     (feet)  VERTCON   
 NE1674  ___________________________________________________________________
 NE1674  X           -     553,753.882 (meters)                     COMP
 NE1674  Y           -  -4,668,180.262 (meters)                     COMP
 NE1674  Z           -   4,296,590.878 (meters)                     COMP
 NE1674  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 NE1674  ELLIP HEIGHT-         236.98  (meters)          (07/17/02) GPS OBS
 NE1674  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NE1674
 NE1674  HORZ ORDER  -  FIRST
 NE1674  ELLP ORDER  -  FOURTH    CLASS I
 NE1674
 NE1674.The horizontal coordinates were established by GPS observations
 NE1674.and adjusted by the National Geodetic Survey in February 1997..
 NE1674
 NE1674.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1674
 NE1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1674
 NE1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1674
 NE1674.The ellipsoidal height was determined by GPS observations
 NE1674.and is referenced to NAD 83.
 NE1674
 NE1674.The geoid height was determined by GEOID03.
 NE1674
 NE1674;                    North         East     Units Scale Factor Converg.
 NE1674;SPC MI S     -   124,890.688 4,092,834.290   MT  0.99991762   +0 46 12.4
 NE1674;SPC MI S     -   409,746.35 13,427,934.02   iFT  0.99991762   +0 46 12.4
 NE1674;UTM  17      - 4,720,899.515   316,701.678   MT  1.00001338   -1 30 49.6
 NE1674
 NE1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1674!SPC MI S     -   0.99996284  x   0.99991762  =   0.99988046
 NE1674!UTM  17      -   0.99996284  x   1.00001338  =   0.99997622
 NE1674
 NE1674                          SUPERSEDED SURVEY CONTROL
 NE1674
 NE1674  ELLIP H (02/03/97)  237.00   (m)                       GP(       ) 4 1
 NE1674  NAD 83(1986)-  42 37 07.47238(N)    083 14 06.07666(W) AD(       ) 1
 NE1674  NGVD 29 (07/16/92)  271.3    (m)          890.     (f) GPS OBS        
 NE1674
 NE1674.Superseded values are not recommended for survey control.
 NE1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1674.See file dsdata.txt to determine how the superseded data were derived.
 NE1674
 NE1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1670220900(NAD 83)
 NE1674_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1674_SP_SET: CONCRETE POST
 NE1674_STAMPING: 63209 1991
 NE1674_MARK LOGO: MIDH  
 NE1674_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1674+STABILITY: SURFACE MOTION
 NE1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1674+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1674
 NE1674  HISTORY     - Date     Condition        Report By
 NE1674  HISTORY     - 1991     MONUMENTED       MIDH
 NE1674  HISTORY     - 20000522 GOOD             USPSQD
 NE1674  HISTORY     - 20020103 GOOD             INDIV
 NE1674  HISTORY     - 20060314 GOOD             INDIV
 NE1674
 NE1674                          STATION DESCRIPTION
 NE1674
 NE1674'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1674'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 2,
 NE1674'T-2-N, R-10-E, BLOOMFIELD TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT
 NE1674'5-1/2 MILES NORTH OF BIRMINGHAM, 3-1/2 MILES SOUTHEAST OF PONTIAC, ON
 NE1674'THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY JUST SOUTH OF SOUTH BOULEVARD
 NE1674'AND NORTH OF SQUARE LAKE ROAD AND ON THE BIRMINGHAM QUADRANGLE MAP.
 NE1674'THE STATION IS IN THE MEDIAN BETWEEN THE NORTH AND SOUTH BOUND LANES
 NE1674'OF INTERSTATE HIGHWAY 75 AT THE NORTH END OF THE I-75 AND SQUARE LAKE
 NE1674'ROAD INTERCHANGE EXIT-75. IT IS ABOUT 450 FEET SOUTH OF THE SOUTH
 NE1674'BOULEVARD BRIDGE.
 NE1674'STATION IS SET FLUSH WITH THE GROUND.  IT IS 225 FT (68.6 M)
 NE1674'SOUTH-SOUTHEAST OF THE SOUTH END OF A CONCRETE MEDIAN BARRICADE WALL,
 NE1674'186 FT (56.7 M) NORTH OF A RUSSIAN OLIVE TREE, 180 FT (54.9 M)
 NE1674'SOUTH-SOUTHEAST OF A 15-INCH REINFORCED CONCRETE PIPE, 80.8 FT
 NE1674'(24.6 M) EAST OF THE SOUTHBOUND I-75 EAST EDGE-OF-METAL, 52.6 FT
 NE1674'(16.0 M) WEST OF THE SQUARE LAKE ROAD NORTHBOUND ENTRANCE RAMP WEST
 NE1674'EDGE-OF-METAL, AND 4.7 FT (1.4 M) SOUTHEAST OF A METAL WITNESS POST
 NE1674'WITH SIGN.
 NE1674
 NE1674                          STATION RECOVERY (2000)
 NE1674
 NE1674'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1674'RECOVERED IN GOOD CONDITION.
 NE1674
 NE1674                          STATION RECOVERY (2002)
 NE1674
 NE1674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 NE1674'RECOVERED IN GOOD CONDITION.
 NE1674
 NE1674                          STATION RECOVERY (2006)
 NE1674
 NE1674'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1674'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1675 ***********************************************************************
 NE1675  DESIGNATION -  63210
 NE1675  PID         -  NE1675
 NE1675  STATE/COUNTY-  MI/OAKLAND
 NE1675  USGS QUAD   -  BIRMINGHAM (1981)
 NE1675
 NE1675                         *CURRENT SURVEY CONTROL
 NE1675  ___________________________________________________________________
 NE1675* NAD 83(1994)-  42 36 19.99697(N)    083 10 17.68772(W)     ADJUSTED  
 NE1675* NAVD 88     -       251.8    (meters)     826.     (feet)  VERTCON   
 NE1675  ___________________________________________________________________
 NE1675  X           -     559,037.867 (meters)                     COMP
 NE1675  Y           -  -4,668,535.007 (meters)                     COMP
 NE1675  Z           -   4,295,499.683 (meters)                     COMP
 NE1675  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 NE1675  ELLIP HEIGHT-         217.67  (meters)          (07/17/02) GPS OBS
 NE1675  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NE1675
 NE1675  HORZ ORDER  -  FIRST
 NE1675  ELLP ORDER  -  FOURTH    CLASS I
 NE1675
 NE1675.The horizontal coordinates were established by GPS observations
 NE1675.and adjusted by the National Geodetic Survey in February 1997..
 NE1675
 NE1675.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1675
 NE1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1675
 NE1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1675
 NE1675.The ellipsoidal height was determined by GPS observations
 NE1675.and is referenced to NAD 83.
 NE1675
 NE1675.The geoid height was determined by GEOID03.
 NE1675
 NE1675;                    North         East     Units Scale Factor Converg.
 NE1675;SPC MI S     -   123,497.978 4,098,058.288   MT  0.99991871   +0 48 47.8
 NE1675;SPC MI S     -   405,177.09 13,445,073.12   iFT  0.99991871   +0 48 47.8
 NE1675;UTM  17      - 4,719,299.604   321,866.460   MT  0.99999041   -1 28 13.6
 NE1675
 NE1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1675!SPC MI S     -   0.99996586  x   0.99991871  =   0.99988458
 NE1675!UTM  17      -   0.99996586  x   0.99999041  =   0.99995627
 NE1675
 NE1675                          SUPERSEDED SURVEY CONTROL
 NE1675
 NE1675  ELLIP H (02/03/97)  217.71   (m)                       GP(       ) 4 1
 NE1675  NAD 83(1986)-  42 36 20.00085(N)    083 10 17.72007(W) AD(       ) 1
 NE1675  NGVD 29 (07/16/92)  252.0    (m)          827.     (f) GPS OBS        
 NE1675
 NE1675.Superseded values are not recommended for survey control.
 NE1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1675.See file dsdata.txt to determine how the superseded data were derived.
 NE1675
 NE1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2186619300(NAD 83)
 NE1675_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1675_SP_SET: CONCRETE POST
 NE1675_STAMPING: 63210 1991
 NE1675_MARK LOGO: MIDH  
 NE1675_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1675+STABILITY: SURFACE MOTION
 NE1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1675+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1675
 NE1675  HISTORY     - Date     Condition        Report By
 NE1675  HISTORY     - 1991     MONUMENTED       MIDH
 NE1675  HISTORY     - 19970426 GOOD             USPSQD
 NE1675  HISTORY     - 20000328 GOOD             LOCSUR
 NE1675  HISTORY     - 20011113 GOOD             AME
 NE1675  HISTORY     - 20060314 GOOD             INDIV
 NE1675
 NE1675                          STATION DESCRIPTION
 NE1675
 NE1675'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1675'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 8,
 NE1675'T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY.  IT IS ABOUT 7
 NE1675'MILES SOUTHEAST OF PONTIAC, 4-1/2 MILES NORTHEAST OF BIRMINGHAM,
 NE1675'1-3/4 MILES EAST OF THE WEST TROY CORPORATE LIMITS, 250 FEET EAST OF
 NE1675'A MEDIAN CROSSOVER, AT CROOKS ROAD, ON THE INTERSTATE HIGHWAY 75
 NE1675'RIGHT-OF-WAY AND ON THE BIRMINGHAM QUADRANGLE MAP.
 NE1675'TO REACH THE STATION FROM THE INTERSTATE 75 AND CROOKS ROAD
 NE1675'INTERCHANGE EXIT 72, GO NORTHERLY ON NORTHBOUND I-75 FOR 0.55 MI
 NE1675'(0.89 KM)  TO THE CROOKS ROAD BRIDGE.  CONTINUE NORTH ON I-75 FOR
 NE1675'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1675'STATION IS SET FLUSH WITH THE GROUND.  IT IS 203 FT (61.9 M) EAST OF
 NE1675'AN ASH TREE, 85 FT (25.9 M) WEST OF A JACK PINE TREE, 82.5 FT
 NE1675'(25.1 M) NORTH OF THE NORTHBOUND I-75 NORTH EDGE-OF-METAL, 8 FT
 NE1675'(2.4 M) SOUTH OF THE RIGHT-OF-WAY FENCE, AND 3.5 FT (1.1 M) SOUTH OF
 NE1675'A METAL WITNESS POST WITH SIGN.
 NE1675
 NE1675                          STATION RECOVERY (1997)
 NE1675
 NE1675'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1675'RECOVERED IN GOOD CONDITION.
 NE1675
 NE1675                          STATION RECOVERY (2000)
 NE1675
 NE1675'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (JMS)
 NE1675'RECOVERED IN GOOD CONDITION.
 NE1675
 NE1675                          STATION RECOVERY (2001)
 NE1675
 NE1675'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 2001
 NE1675'RECOVERED IN GOOD CONDITION.
 NE1675
 NE1675                          STATION RECOVERY (2006)
 NE1675
 NE1675'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1675'FOUND IN GOOD CONDITION AS DESCRIBED, WEST OF THE WEST CORNER OF
 NE1675'HI-LEX PARKING LOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1676 ***********************************************************************
 NE1676  DESIGNATION -  63211
 NE1676  PID         -  NE1676
 NE1676  STATE/COUNTY-  MI/OAKLAND
 NE1676  USGS QUAD   -  BIRMINGHAM (1981)
 NE1676
 NE1676                         *CURRENT SURVEY CONTROL
 NE1676  ___________________________________________________________________
 NE1676* NAD 83(1994)-  42 34 30.52786(N)    083 09 32.02472(W)     ADJUSTED  
 NE1676* NAVD 88     -       215.5    (meters)     707.     (feet)  VERTCON   
 NE1676  ___________________________________________________________________
 NE1676  X           -     560,340.500 (meters)                     COMP
 NE1676  Y           -  -4,670,654.392 (meters)                     COMP
 NE1676  Z           -   4,292,988.223 (meters)                     COMP
 NE1676  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 NE1676  ELLIP HEIGHT-         181.39  (meters)          (07/17/02) GPS OBS
 NE1676  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NE1676
 NE1676  HORZ ORDER  -  FIRST
 NE1676  ELLP ORDER  -  FOURTH    CLASS I
 NE1676
 NE1676.The horizontal coordinates were established by GPS observations
 NE1676.and adjusted by the National Geodetic Survey in February 1997..
 NE1676
 NE1676.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1676
 NE1676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1676
 NE1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1676
 NE1676.The ellipsoidal height was determined by GPS observations
 NE1676.and is referenced to NAD 83.
 NE1676
 NE1676.The geoid height was determined by GEOID03.
 NE1676
 NE1676;                    North         East     Units Scale Factor Converg.
 NE1676;SPC MI S     -   120,135.572 4,099,147.419   MT  0.99992142   +0 49 18.9
 NE1676;SPC MI S     -   394,145.58 13,448,646.39   iFT  0.99992142   +0 49 18.9
 NE1676;UTM  17      - 4,715,896.243   322,820.831   MT  0.99998624   -1 27 39.6
 NE1676
 NE1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1676!SPC MI S     -   0.99997155  x   0.99992142  =   0.99989298
 NE1676!UTM  17      -   0.99997155  x   0.99998624  =   0.99995779
 NE1676
 NE1676                          SUPERSEDED SURVEY CONTROL
 NE1676
 NE1676  ELLIP H (02/03/97)  181.42   (m)                       GP(       ) 4 1
 NE1676  NAD 83(1986)-  42 34 30.53099(N)    083 09 32.05873(W) AD(       ) 1
 NE1676  NGVD 29 (07/16/92)  215.7    (m)          708.     (f) GPS OBS        
 NE1676
 NE1676.Superseded values are not recommended for survey control.
 NE1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1676.See file dsdata.txt to determine how the superseded data were derived.
 NE1676
 NE1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2282115896(NAD 83)
 NE1676_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1676_SP_SET: CONCRETE POST
 NE1676_STAMPING: 63211 1991
 NE1676_MARK LOGO: MIDH  
 NE1676_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1676+STABILITY: SURFACE MOTION
 NE1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1676+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 NE1676
 NE1676  HISTORY     - Date     Condition        Report By
 NE1676  HISTORY     - 1991     MONUMENTED       MIDH
 NE1676  HISTORY     - 19970426 GOOD             USPSQD
 NE1676  HISTORY     - 20000522 GOOD             USPSQD
 NE1676  HISTORY     - 20060322 GOOD             INDIV
 NE1676
 NE1676                          STATION DESCRIPTION
 NE1676
 NE1676'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1676'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHWEST 1/4 OF SECTION
 NE1676'21, T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY.  IT IS
 NE1676'ABOUT 8-1/2 MILES SOUTHEAST OF PONTIAC, 3 MILES NORTHEAST OF
 NE1676'BIRMINGHAM, 2-1/2 MILES EAST OF THE WEST CORPORATE LIMITS OF TROY,
 NE1676'1/4 MILE SOUTH OF THE WATTLES ROAD BRIDGE, 1/10 MILE NORTH OF A
 NE1676'MEDIAN CROSSOVER, ON THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY AND ON
 NE1676'THE BIRMINGHAM QUADRANGLE MAP.
 NE1676'TO REACH THE STATION FROM THE INTERSTATE 75 AND BIG BEAVER ROAD
 NE1676'INTERCHANGE EXIT 69, GO NORTH ON NORTHBOUND I-75 FOR 0.85 MI
 NE1676'(1.37 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1676'STATION IS SET FLUSH WITH THE GROUND.  IT IS 120.5 FT (36.7 M)
 NE1676'SOUTH-SOUTHEAST OF MILE MARKER 70, 51.25 FT (15.62 M) EAST OF THE
 NE1676'RIGHT-OF-WAY FENCE, 50 FT (15.2 M) NORTHWEST OF A RED PINE TREE, 40.8
 NE1676'FT (12.4 M) EAST OF THE CENTERLINE OF I-75 NORTHBOUND, 21 FT (6.4 M)
 NE1676'WEST OF AN OAK TREE, AND 3 FT (0.9 M) WEST OF A METAL WITNESS POST
 NE1676'WITH SIGN.
 NE1676
 NE1676                          STATION RECOVERY (1997)
 NE1676
 NE1676'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1676'RECOVERED IN GOOD CONDITION.
 NE1676
 NE1676                          STATION RECOVERY (2000)
 NE1676
 NE1676'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1676'RECOVERED IN GOOD CONDITION.
 NE1676
 NE1676                          STATION RECOVERY (2006)
 NE1676
 NE1676'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1676'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1677 ***********************************************************************
 NE1677  DESIGNATION -  63212
 NE1677  PID         -  NE1677
 NE1677  STATE/COUNTY-  MI/OAKLAND
 NE1677  USGS QUAD   -  BIRMINGHAM (1981)
 NE1677
 NE1677                         *CURRENT SURVEY CONTROL
 NE1677  ___________________________________________________________________
 NE1677* NAD 83(1994)-  42 33 47.77423(N)    083 09 32.76976(W)     ADJUSTED  
 NE1677* NAVD 88     -       216.1    (meters)     709.     (feet)  VERTCON   
 NE1677  ___________________________________________________________________
 NE1677  X           -     560,429.990 (meters)                     COMP
 NE1677  Y           -  -4,671,542.995 (meters)                     COMP
 NE1677  Z           -   4,292,017.061 (meters)                     COMP
 NE1677  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 NE1677  ELLIP HEIGHT-         182.03  (meters)          (07/17/02) GPS OBS
 NE1677  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NE1677
 NE1677  HORZ ORDER  -  FIRST
 NE1677  ELLP ORDER  -  FOURTH    CLASS I
 NE1677
 NE1677.The horizontal coordinates were established by GPS observations
 NE1677.and adjusted by the National Geodetic Survey in February 1997..
 NE1677
 NE1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1677
 NE1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1677
 NE1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1677
 NE1677.The ellipsoidal height was determined by GPS observations
 NE1677.and is referenced to NAD 83.
 NE1677
 NE1677.The geoid height was determined by GEOID03.
 NE1677
 NE1677;                    North         East     Units Scale Factor Converg.
 NE1677;SPC MI S     -   118,816.329 4,099,149.351   MT  0.99992256   +0 49 18.4
 NE1677;SPC MI S     -   389,817.35 13,448,652.73   iFT  0.99992256   +0 49 18.4
 NE1677;UTM  17      - 4,714,577.885   322,770.210   MT  0.99998646   -1 27 38.9
 NE1677
 NE1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1677!SPC MI S     -   0.99997145  x   0.99992256  =   0.99989401
 NE1677!UTM  17      -   0.99997145  x   0.99998646  =   0.99995791
 NE1677
 NE1677                          SUPERSEDED SURVEY CONTROL
 NE1677
 NE1677  ELLIP H (02/03/97)  182.07   (m)                       GP(       ) 4 1
 NE1677  NAD 83(1986)-  42 33 47.77749(N)    083 09 32.80228(W) AD(       ) 1
 NE1677  NGVD 29 (07/16/92)  216.3    (m)          710.     (f) GPS OBS        
 NE1677
 NE1677.Superseded values are not recommended for survey control.
 NE1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1677.See file dsdata.txt to determine how the superseded data were derived.
 NE1677
 NE1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2277014578(NAD 83)
 NE1677_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1677_SP_SET: CONCRETE POST
 NE1677_STAMPING: 63212 1991
 NE1677_MARK LOGO: MIDH  
 NE1677_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1677+STABILITY: SURFACE MOTION
 NE1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1677+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 NE1677
 NE1677  HISTORY     - Date     Condition        Report By
 NE1677  HISTORY     - 1991     MONUMENTED       MIDH
 NE1677  HISTORY     - 19941013 GOOD             LOCENG
 NE1677  HISTORY     - 20000826 GOOD             USPSQD
 NE1677  HISTORY     - 20060321 GOOD             INDIV
 NE1677
 NE1677                          STATION DESCRIPTION
 NE1677
 NE1677'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1677'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHWEST 1/4 OF SECTION
 NE1677'21, T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY.  IT IS
 NE1677'ABOUT 9 MILES SOUTHEAST OF PONTIAC, 2-1/2 MILES NORTHEAST OF
 NE1677'BIRMINGHAM, IN THE SOUTHWEST QUADRANT OF THE CORPORATE LIMITS OF
 NE1677'TROY, AT BIG BEAVER ROAD, ON THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY
 NE1677'AND ON THE BIRMINGHAM QUADRANGLE MAP.
 NE1677'THE STATION IS IN THE NORTHWEST QUADRANT OF THE INTERSTATE 75 AND BIG
 NE1677'BEAVER ROAD INTERCHANGE EXIT 69 WHERE THE SOUTHBOUND I-75 EXIT RAMP
 NE1677'FOR EAST BOUND BIG BEAVER ROAD AND THE SOUTH BOUND I-75 ENTRANCE RAMP
 NE1677'OFF OF WEST BOUND BIG BEAVER ROAD CONNECT.
 NE1677'STATION IS SET FLUSH WITH THE GROUND.  IT IS 37.75 FT (11.51 M) NORTH
 NE1677'OF THE GORE POINT OF THE EDGE OF BITUMINOUS, 14.1 FT (4.3 M) EAST OF
 NE1677'THE EAST EDGE-OF-METAL OF THE SOUTHBOUND I-75 ENTRANCE RAMP FROM BIG
 NE1677'BEAVER ROAD, 10.5 FT (3.2 M) WEST OF THE WEST EDGE-OF-METAL OF THE
 NE1677'EAST BOUND BIG BEAVER ROAD EXIT APPROACH RAMP, 3 FT (0.9 M) SOUTH OF
 NE1677'A METAL WITNESS POST WITH SIGN.
 NE1677
 NE1677                          STATION RECOVERY (1994)
 NE1677
 NE1677'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE1677'RECOVERED AS DESCRIBED.
 NE1677
 NE1677                          STATION RECOVERY (2000)
 NE1677
 NE1677'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1677'RECOVERED IN GOOD CONDITION.
 NE1677
 NE1677                          STATION RECOVERY (2006)
 NE1677
 NE1677'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1677'RECOVERED AS DESCRIBED.  VIEWABLE BY SATELLITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1678 ***********************************************************************
 NE1678  DESIGNATION -  63213
 NE1678  PID         -  NE1678
 NE1678  STATE/COUNTY-  MI/OAKLAND
 NE1678  USGS QUAD   -  BIRMINGHAM (1981)
 NE1678
 NE1678                         *CURRENT SURVEY CONTROL
 NE1678  ___________________________________________________________________
 NE1678* NAD 83(1994)-  42 36 42.10937(N)    083 13 43.07198(W)     ADJUSTED  
 NE1678* NAVD 88     -       266.6    (meters)     875.     (feet)  VERTCON   
 NE1678  ___________________________________________________________________
 NE1678  X           -     554,335.810 (meters)                     COMP
 NE1678  Y           -  -4,668,641.502 (meters)                     COMP
 NE1678  Z           -   4,296,011.959 (meters)                     COMP
 NE1678  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 NE1678  ELLIP HEIGHT-         232.55  (meters)          (07/17/02) GPS OBS
 NE1678  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NE1678
 NE1678  HORZ ORDER  -  FIRST
 NE1678  ELLP ORDER  -  FOURTH    CLASS I
 NE1678
 NE1678.The horizontal coordinates were established by GPS observations
 NE1678.and adjusted by the National Geodetic Survey in February 1997..
 NE1678
 NE1678.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1678
 NE1678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1678
 NE1678.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1678
 NE1678.The ellipsoidal height was determined by GPS observations
 NE1678.and is referenced to NAD 83.
 NE1678
 NE1678.The geoid height was determined by GEOID03.
 NE1678
 NE1678;                    North         East     Units Scale Factor Converg.
 NE1678;SPC MI S     -   124,115.321 4,093,368.241   MT  0.99991820   +0 46 28.1
 NE1678;SPC MI S     -   407,202.50 13,429,685.83   iFT  0.99991820   +0 46 28.1
 NE1678;UTM  17      - 4,720,103.411   317,204.355   MT  1.00001112   -1 30 33.3
 NE1678
 NE1678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1678!SPC MI S     -   0.99996353  x   0.99991820  =   0.99988173
 NE1678!UTM  17      -   0.99996353  x   1.00001112  =   0.99997465
 NE1678
 NE1678                          SUPERSEDED SURVEY CONTROL
 NE1678
 NE1678  ELLIP H (02/03/97)  232.59   (m)                       GP(       ) 4 1
 NE1678  NAD 83(1986)-  42 36 42.11230(N)    083 13 43.10753(W) AD(       ) 1
 NE1678  NGVD 29 (07/16/92)  266.8    (m)          875.     (f) GPS OBS        
 NE1678
 NE1678.Superseded values are not recommended for survey control.
 NE1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1678.See file dsdata.txt to determine how the superseded data were derived.
 NE1678
 NE1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1720420103(NAD 83)
 NE1678_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1678_SP_SET: CONCRETE POST
 NE1678_STAMPING: 63213 1991
 NE1678_MARK LOGO: MIDH  
 NE1678_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1678+STABILITY: SURFACE MOTION
 NE1678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1678+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1678
 NE1678  HISTORY     - Date     Condition        Report By
 NE1678  HISTORY     - 1991     MONUMENTED       MIDH
 NE1678  HISTORY     - 19970426 GOOD             USPSQD
 NE1678  HISTORY     - 20000522 GOOD             USPSQD
 NE1678  HISTORY     - 20020103 GOOD             INDIV
 NE1678  HISTORY     - 20060314 GOOD             INDIV
 NE1678
 NE1678                          STATION DESCRIPTION
 NE1678
 NE1678'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1678'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHEAST 1/4 OF SECTION 2,
 NE1678'T-2-N, R-10-E, BLOOMFIELD TOWNSHIP, OAKLAND COUNTY. IT IS ABOUT 5-1/2
 NE1678'MILES NORTHEAST OF BIRMINGHAM, 5 MILES SOUTHEAST OF PONTIAC, 1-1/4
 NE1678'MILES WEST OF THE CORPORATE LIMITS OF TROY, AT SQUARE LAKE ROAD, ON
 NE1678'THE INTERSTATE HIGHWAY 75 RIGHT-OF-WAY AND ON THE BIRMINGHAM
 NE1678'QUADRANGLE MAP.
 NE1678'THE STATION IS IN THE AREA WHERE INTERSTATE 75 SOUTHBOUND AND THE
 NE1678'SQUARE LAKE ROAD SOUTHBOUND ENTRANCE RAMP CONNECT.
 NE1678'THE STATION PROJECTS 30 CM ABOVE THE GROUND.  IT IS 26.1 FT (8.0 M)
 NE1678'WEST OF A MERGE SIGN, 17.25 FT (5.26 M) SOUTH OF THE INTERSTATE 75
 NE1678'SOUHTBOUND SOUTH EDGE-OF-METAL, 7 FT (2.1 M) NORTH OF THE SQUARE LAKE
 NE1678'ROAD SOUTHBOUND ENTRANCE RAMP NORTH EDGE-OF-METAL, AND 4 FT (1.2 M)
 NE1678'EAST OF A METAL WITNESS POST W4ITH SIGN.
 NE1678
 NE1678                          STATION RECOVERY (1997)
 NE1678
 NE1678'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1678'RECOVERED IN GOOD CONDITION.
 NE1678
 NE1678                          STATION RECOVERY (2000)
 NE1678
 NE1678'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1678'RECOVERED IN GOOD CONDITION.
 NE1678
 NE1678                          STATION RECOVERY (2002)
 NE1678
 NE1678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 NE1678'RECOVERED IN GOOD CONDITION.
 NE1678
 NE1678                          STATION RECOVERY (2006)
 NE1678
 NE1678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1678'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1679 ***********************************************************************
 NE1679  DESIGNATION -  63214
 NE1679  PID         -  NE1679
 NE1679  STATE/COUNTY-  MI/OAKLAND
 NE1679  USGS QUAD   -  BIRMINGHAM (1981)
 NE1679
 NE1679                         *CURRENT SURVEY CONTROL
 NE1679  ___________________________________________________________________
 NE1679* NAD 83(1994)-  42 36 15.71474(N)    083 11 46.38304(W)     ADJUSTED  
 NE1679* NAVD 88     -       260.8    (meters)     856.     (feet)  VERTCON   
 NE1679  ___________________________________________________________________
 NE1679  X           -     557,041.693 (meters)                     COMP
 NE1679  Y           -  -4,668,870.358 (meters)                     COMP
 NE1679  Z           -   4,295,408.507 (meters)                     COMP
 NE1679  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 NE1679  ELLIP HEIGHT-         226.66  (meters)          (07/17/02) GPS OBS
 NE1679  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NE1679
 NE1679  HORZ ORDER  -  FIRST
 NE1679  ELLP ORDER  -  FOURTH    CLASS I
 NE1679
 NE1679.The horizontal coordinates were established by GPS observations
 NE1679.and adjusted by the National Geodetic Survey in February 1997..
 NE1679
 NE1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1679
 NE1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1679
 NE1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1679
 NE1679.The ellipsoidal height was determined by GPS observations
 NE1679.and is referenced to NAD 83.
 NE1679
 NE1679.The geoid height was determined by GEOID03.
 NE1679
 NE1679;                    North         East     Units Scale Factor Converg.
 NE1679;SPC MI S     -   123,337.466 4,096,038.713   MT  0.99991881   +0 47 47.5
 NE1679;SPC MI S     -   404,650.48 13,438,447.22   iFT  0.99991881   +0 47 47.5
 NE1679;UTM  17      - 4,719,219.687   319,841.939   MT  0.99999934   -1 29 13.5
 NE1679
 NE1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1679!SPC MI S     -   0.99996445  x   0.99991881  =   0.99988327
 NE1679!UTM  17      -   0.99996445  x   0.99999934  =   0.99996379
 NE1679
 NE1679                          SUPERSEDED SURVEY CONTROL
 NE1679
 NE1679  ELLIP H (02/03/97)  226.69   (m)                       GP(       ) 4 1
 NE1679  NAD 83(1986)-  42 36 15.71770(N)    083 11 46.41855(W) AD(       ) 1
 NE1679  NGVD 29 (07/16/92)  260.9    (m)          856.     (f) GPS OBS        
 NE1679
 NE1679.Superseded values are not recommended for survey control.
 NE1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1679.See file dsdata.txt to determine how the superseded data were derived.
 NE1679
 NE1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1984219220(NAD 83)
 NE1679_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1679_SP_SET: CONCRETE POST
 NE1679_STAMPING: 63214 1991
 NE1679_MARK LOGO: MIDH  
 NE1679_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1679+STABILITY: SURFACE MOTION
 NE1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1679+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1679
 NE1679  HISTORY     - Date     Condition        Report By
 NE1679  HISTORY     - 1991     MONUMENTED       MIDH
 NE1679  HISTORY     - 19970426 GOOD             USPSQD
 NE1679  HISTORY     - 20060314 GOOD             INDIV
 NE1679
 NE1679                          STATION DESCRIPTION
 NE1679
 NE1679'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1679'STAION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 7,
 NE1679'T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY. IT IS ABOUT 6
 NE1679'MILES SOUTHEAST OF PONTIAC, 4-1/2 MILES NORTH OF BIRMINGHAM, 1/2 MILE
 NE1679'WEST OF COOLIDGE ROAD, 1/2 MILE EAST OF INTERSTATE 75 (EXIT 74), ON
 NE1679'INTERSTATE HIGHWAY 75 RIGHT-OF-WAY AND ON THE BIRMINGHAM QUADRANGLE
 NE1679'MAP.
 NE1679'TO REACH THE STATION FROM THE INTERSATE 75 AND ADAMS ROAD INTERCHANGE
 NE1679'EXIT 74, GO EAST ON SOUTHBOUND I-75 FOR 0.5 MI (0.8 KM) TO THE
 NE1679'STATION ON THE RIGHT AS DESCRIBED.
 NE1679'STATION IS SET FLUSH WITH THE GROUND. IT IS 225 FT (68.6 M) SOUTHWEST
 NE1679'OF THE WEST END OF A GUARDRAIL, 78 FT (23.8 M) EAST OF A RED PINE
 NE1679'TREE, 57.5 FT (17.5 M) NORTHEAST OF UTILITY POLE, 46.1 FT (14.1 M)
 NE1679'NORTH OF A RIGHT-OF-WAY FENCE, 45.1 FT (13.7 M) SOUTH OF THE
 NE1679'SOUTHBOUND I-75 SOUTH EDGE-OF-METAL, 37 FT (11.3 M) SOUTHEAST OF A
 NE1679'GAS PIPELINE MARKER POST, AND 2.4 FT (0.7 M) NORTH OF A METAL WITNESS
 NE1679'POST WITH SIGN.
 NE1679
 NE1679                          STATION RECOVERY (1997)
 NE1679
 NE1679'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1679'RECOVERED IN GOOD CONDITION.
 NE1679
 NE1679                          STATION RECOVERY (2006)
 NE1679
 NE1679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1679'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1680 ***********************************************************************
 NE1680  DESIGNATION -  63215
 NE1680  PID         -  NE1680
 NE1680  STATE/COUNTY-  MI/OAKLAND
 NE1680  USGS QUAD   -  BIRMINGHAM (1981)
 NE1680
 NE1680                         *CURRENT SURVEY CONTROL
 NE1680  ___________________________________________________________________
 NE1680* NAD 83(1994)-  42 35 04.93566(N)    083 14 46.39287(W)     ADJUSTED  
 NE1680* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 NE1680  ___________________________________________________________________
 NE1680  X           -     553,140.632 (meters)                     COMP
 NE1680  Y           -  -4,670,821.728 (meters)                     COMP
 NE1680  Z           -   4,293,799.783 (meters)                     COMP
 NE1680  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 NE1680  ELLIP HEIGHT-         225.37  (meters)          (07/17/02) GPS OBS
 NE1680  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE1680
 NE1680  HORZ ORDER  -  FIRST
 NE1680  ELLP ORDER  -  FOURTH    CLASS I
 NE1680
 NE1680.The horizontal coordinates were established by GPS observations
 NE1680.and adjusted by the National Geodetic Survey in February 1997..
 NE1680
 NE1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1680
 NE1680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1680
 NE1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1680
 NE1680.The ellipsoidal height was determined by GPS observations
 NE1680.and is referenced to NAD 83.
 NE1680
 NE1680.The geoid height was determined by GEOID03.
 NE1680
 NE1680;                    North         East     Units Scale Factor Converg.
 NE1680;SPC MI S     -   121,097.992 4,091,965.155   MT  0.99992054   +0 45 45.0
 NE1680;SPC MI S     -   397,303.12 13,425,082.53   iFT  0.99992054   +0 45 45.0
 NE1680;UTM  17      - 4,717,144.096   315,682.025   MT  1.00001799   -1 31 13.4
 NE1680
 NE1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1680!SPC MI S     -   0.99996466  x   0.99992054  =   0.99988520
 NE1680!UTM  17      -   0.99996466  x   1.00001799  =   0.99998265
 NE1680
 NE1680                          SUPERSEDED SURVEY CONTROL
 NE1680
 NE1680  ELLIP H (02/03/97)  225.39   (m)                       GP(       ) 4 1
 NE1680  NAD 83(1986)-  42 35 04.93793(N)    083 14 46.42776(W) AD(       ) 1
 NE1680  NGVD 29 (07/16/92)  259.6    (m)          852.     (f) GPS OBS        
 NE1680
 NE1680.Superseded values are not recommended for survey control.
 NE1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1680.See file dsdata.txt to determine how the superseded data were derived.
 NE1680
 NE1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1568217144(NAD 83)
 NE1680_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1680_SP_SET: CONCRETE POST
 NE1680_STAMPING: 63215 1991
 NE1680_MARK LOGO: MIDH  
 NE1680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1680+STABILITY: SURFACE MOTION
 NE1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1680+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NE1680
 NE1680  HISTORY     - Date     Condition        Report By
 NE1680  HISTORY     - 1991     MONUMENTED       NGS
 NE1680  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE1680  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 NE1680
 NE1680                          STATION DESCRIPTION
 NE1680
 NE1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NE1680'STATION IS LOCATED IN QUAD 420831, IN THE NORTHEAST 1/4 OF SECTION 15,
 NE1680'T-2-N, R-10-E, BIRMINGHAM TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT
 NE1680'20-1/2 MILES NORTHWEST OF DETROIT, 4 MILES SOUTHEAST OF PONTIAC, IN
 NE1680'THE WOODWARD AVENUE ROAD RIGHT-OF-WAY AND ON THE BIRMINGHAM
 NE1680'QUADRANGLE MAP.
 NE1680'TO REACH FROM THE INTERSECTION OF MAPLE ROAD AND (STATE HIGHWAY 1)
 NE1680'WOODWARD AVENUE, GO NORTHWEST ON WOODWARD AVENUE FOR 3 MI (4.8 KM) TO
 NE1680'JUNCTION OF LONG LAKE ROAD.  CONTINUE NORTHWESTERLY FOR 0.05 MI
 NE1680'(0.08 KM) TO THE STATION ON THE LEFT IN THE MEDIAN BETWEEN THE NORTH
 NE1680'AND SOUTHBOUND LANES.
 NE1680'STATION IS SET FLUSH WITH THE GROUND.  IT IS 385 FT (117.3 M)
 NE1680'NORTHWEST OF THE INTERSECTION OF LONG LAKE AND WOODWARD AVENUE, 58.6
 NE1680'FT (17.9 M) EAST-NORTHEAST OF THE CENTERLINE OF NORTHBOUND WOODWARD
 NE1680'AVENUE, 30.8 FT (9.4 M) NORTH-NORTHWEST OF THE CENTER OF A METAL
 NE1680'MANHOLE COVER, 29 FT (8.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 NE1680'SOUTHBOUND WOODWARD AVENUE, 5.5 FT (1.7 M) NORTH-NORTHWEST OF A
 NE1680'-HIGHWAY ONE-WAY- SIGN POST, AND 4 FT (1.2 M) NORTH-NORTHWEST OF A
 NE1680'CARSONITE WITNESS POST.
 NE1680
 NE1680                          STATION RECOVERY (2000)
 NE1680
 NE1680'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1680'MARK NOT FOUND.
 NE1680
 NE1680                          STATION RECOVERY (2006)
 NE1680
 NE1680'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3067 ***********************************************************************
 AB3067  DESIGNATION -  63215
 AB3067  PID         -  AB3067
 AB3067  STATE/COUNTY-  MI/OAKLAND
 AB3067  USGS QUAD   -  OXFORD (1991)
 AB3067
 AB3067                         *CURRENT SURVEY CONTROL
 AB3067  ___________________________________________________________________
 AB3067* NAD 83(1994)-  42 52 22.16116(N)    083 17 52.24557(W)     ADJUSTED  
 AB3067* NAVD 88     -       328.01   (meters)    1076.1    (feet)  LEVELING  
 AB3067  ___________________________________________________________________
 AB3067  X           -     546,402.974 (meters)                     COMP
 AB3067  Y           -  -4,649,798.233 (meters)                     COMP
 AB3067  Z           -   4,317,357.900 (meters)                     COMP
 AB3067  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AB3067  ELLIP HEIGHT-         293.42  (meters)          (07/12/02) GPS OBS
 AB3067  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AB3067
 AB3067  HORZ ORDER  -  FIRST
 AB3067  VERT ORDER  -  THIRD ?
 AB3067  ELLP ORDER  -  FOURTH    CLASS I
 AB3067
 AB3067.The horizontal coordinates were established by GPS observations
 AB3067.and adjusted by the National Geodetic Survey in February 1997..
 AB3067
 AB3067.The orthometric height was determined by differential leveling.
 AB3067.The vertical network tie was performed by a horz. field party for horz.
 AB3067.obs reductions. Reset procedures were used to establish the elevation.
 AB3067
 AB3067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3067
 AB3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3067
 AB3067.The ellipsoidal height was determined by GPS observations
 AB3067.and is referenced to NAD 83.
 AB3067
 AB3067.The geoid height was determined by GEOID03.
 AB3067
 AB3067;                    North         East     Units Scale Factor Converg.
 AB3067;SPC MI S     -   153,043.809 4,087,321.727   MT  0.99990690   +0 43 38.5
 AB3067;SPC MI S     -   502,112.23 13,409,848.19   iFT  0.99990690   +0 43 38.5
 AB3067;UTM  17      - 4,749,253.427   312,316.726   MT  1.00003337   -1 33 49.9
 AB3067
 AB3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3067!SPC MI S     -   0.99995399  x   0.99990690  =   0.99986089
 AB3067!UTM  17      -   0.99995399  x   1.00003337  =   0.99998735
 AB3067
 AB3067                          SUPERSEDED SURVEY CONTROL
 AB3067
 AB3067  NAD 83(1994)-  42 52 22.16142(N)    083 17 52.24568(W) AD(       ) 1
 AB3067  ELLIP H (05/02/96)  293.42   (m)                       GP(       ) 1 1
 AB3067
 AB3067.Superseded values are not recommended for survey control.
 AB3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3067.See file dsdata.txt to determine how the superseded data were derived.
 AB3067
 AB3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1231749253(NAD 83)
 AB3067_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3067_STAMPING: 63215 1992
 AB3067_MARK LOGO: MIDT  
 AB3067_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3067+STABILITY: SURFACE MOTION
 AB3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3067+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 AB3067
 AB3067  HISTORY     - Date     Condition        Report By
 AB3067  HISTORY     - 1992     MONUMENTED       MIDT
 AB3067  HISTORY     - 20060308 GOOD             INDIV
 AB3067
 AB3067                          STATION DESCRIPTION
 AB3067
 AB3067'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 AB3067'STATION IS LOCATED IN QUAD 420831 ON THE OXFORD QUADRANGLE MAP.  IT IS
 AB3067'IN SECTION 4, T-5-N, R-10-E, OXFORD TOWNSHIP.  ABOUT 13.0 MI (20.9 KM)
 AB3067'SOUTHEAST OF LAPEER, 4.0 MI (6.4 KM) NORTHWEST OF OXFORD, AND 0.3 MI
 AB3067'(0.5 KM) SOUTH OF THOMAS, AND ON THE STATE HIGHWAY M-24 RIGHT-OF-WAY.
 AB3067'TO REACH FROM THE STATE HIGHWAY M-24 AND INTERSTATE HIGHWAY 69
 AB3067'INTERCHANGE (LAPEER EXIT) , GO SOUTH ALONG STATE HIGHWAY M-24 FOR 10.6
 AB3067'MI (17.1 KM) TO THE THOMAS ROAD INTERSECTION.  CONTINUE SOUTH ALONG
 AB3067'STATE HIGHWAY M-24 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT ON
 AB3067'THE EAST RIGHT-OF-WAY.  STATION IS LOCATED ON THE EAST RIGHT-OF-WAY OF
 AB3067'NORTHBOUND M-24.  IT IS 47.0 FT (14.3 M) EAST OF THE CENTER OF STATE
 AB3067'HIGHWAY M-24, 116.0 FT (35.4 M) NORTHWEST OF AN 18-INCH STEEL SIGN
 AB3067'POLE, AND 3.0 FT (0.9 M) WEST OF A METAL WITNESS POST WITH SIGN.
 AB3067
 AB3067                          STATION RECOVERY (2006)
 AB3067
 AB3067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AB3067'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5857 ***********************************************************************
 AA5857  DESIGNATION -  63216
 AA5857  PID         -  AA5857
 AA5857  STATE/COUNTY-  MI/OAKLAND
 AA5857  USGS QUAD   -  SALEM (1980)
 AA5857
 AA5857                         *CURRENT SURVEY CONTROL
 AA5857  ___________________________________________________________________
 AA5857* NAD 83(1994)-  42 29 53.88083(N)    083 32 09.63017(W)     ADJUSTED  
 AA5857* NAVD 88     -       298.3    (meters)     979.     (feet)  GPS OBS   
 AA5857  ___________________________________________________________________
 AA5857  X           -     530,243.639 (meters)                     COMP
 AA5857  Y           -  -4,680,036.851 (meters)                     COMP
 AA5857  Z           -   4,286,754.281 (meters)                     COMP
 AA5857  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 AA5857  ELLIP HEIGHT-         264.61  (meters)          (07/12/02) GPS OBS
 AA5857  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AA5857
 AA5857  HORZ ORDER  -  FIRST
 AA5857  ELLP ORDER  -  FOURTH    CLASS I
 AA5857
 AA5857.The horizontal coordinates were established by GPS observations
 AA5857.and adjusted by the National Geodetic Survey in February 1997..
 AA5857
 AA5857.The orthometric height was determined by GPS observations and a
 AA5857.high-resolution geoid model.
 AA5857
 AA5857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5857
 AA5857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5857
 AA5857.The ellipsoidal height was determined by GPS observations
 AA5857.and is referenced to NAD 83.
 AA5857
 AA5857.The geoid height was determined by GEOID03.
 AA5857
 AA5857;                    North         East     Units Scale Factor Converg.
 AA5857;SPC MI S     -   111,225.474 4,068,275.220   MT  0.99992952   +0 33 55.0
 AA5857;SPC MI S     -   364,912.97 13,347,359.65   iFT  0.99992952   +0 33 55.0
 AA5857;UTM  17      - 4,708,220.963   291,614.306   MT  1.00013430   -1 42 49.9
 AA5857
 AA5857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5857!SPC MI S     -   0.99995850  x   0.99992952  =   0.99988803
 AA5857!UTM  17      -   0.99995850  x   1.00013430  =   1.00009280
 AA5857
 AA5857                          SUPERSEDED SURVEY CONTROL
 AA5857
 AA5857  ELLIP H (02/03/97)  264.66   (m)                       GP(       ) 4 1
 AA5857  NAD 83(1986)-  42 29 53.88545(N)    083 32 09.66256(W) AD(       ) 1
 AA5857
 AA5857.Superseded values are not recommended for survey control.
 AA5857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5857.See file dsdata.txt to determine how the superseded data were derived.
 AA5857
 AA5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9161408221(NAD 83)
 AA5857_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5857_STAMPING: 63216 1993
 AA5857_MARK LOGO: MIDT  
 AA5857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5857+STABILITY: SURFACE MOTION
 AA5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5857+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AA5857
 AA5857  HISTORY     - Date     Condition        Report By
 AA5857  HISTORY     - 1993     MONUMENTED       MIDT
 AA5857  HISTORY     - 20060321 GOOD             INDIV
 AA5857
 AA5857                          STATION DESCRIPTION
 AA5857
 AA5857'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5857'STATION IS LOCATED IN QUAD 420833 ON THE SALEM QUADRANGLE MAP. IT IS
 AA5857'IN THE SOUTHWEST 1/4 OF SECTION 8, T-1-N, R-8-E, NOVI TOWNSHIP. ABOUT
 AA5857'4.0 MI (6.4 KM) EAST OF NEW HUDSON, 3.0 MI (4.8 KM) WEST OF NOVI, 1.7
 AA5857'MI (2.7 KM) SOUTH OF WIXOM AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO
 AA5857'REACH FROM THE INTERCHANGE OF INTERSTATE 96 WITH U.S. HIGHWAY 23 AT
 AA5857'BRIGHTON, GO EAST ALONG INTERSTATE 96 FOR 11.9 MI (19.2 KM) TO WIXOM
 AA5857'ROAD (EXIT 159) AND EXIT TO END OF RAMP AT WIXOM ROAD. TURN LEFT AND
 AA5857'GO NORTH ALONG WIXOM ROAD FOR 0.1 MI (0.2 KM) TO THE NORTHEAST CORNER
 AA5857'OF THE OVERPASS AND THE STATION ON THE RIGHT. STATION IS 202.0 FT
 AA5857'(61.6 M) SOUTH FROM THE INTERSECTION OF WIXOM ROAD AND WESTBOUND
 AA5857'INTERSTATE 96 RAMPS, 3.3 FT (1.0 M) EAST FROM THE EAST WIXOM ROAD
 AA5857'BRIDGE GAURDRAIL, 2.3 FT (0.7 M) NORTHEASTERLY FROM THE NORTHEAST
 AA5857'ABUTMENT CORNER OF THE WIXOM ROAD BRIDGE, AND 3.1 FT (0.9 M) WEST FROM
 AA5857'A METAL WITNESS POST WITH SIGN.
 AA5857
 AA5857                          STATION RECOVERY (2006)
 AA5857
 AA5857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5857'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5863 ***********************************************************************
 AA5863  DESIGNATION -  63217
 AA5863  PID         -  AA5863
 AA5863  STATE/COUNTY-  MI/OAKLAND
 AA5863  USGS QUAD   -  MILFORD (1983)
 AA5863
 AA5863                         *CURRENT SURVEY CONTROL
 AA5863  ___________________________________________________________________
 AA5863* NAD 83(1994)-  42 30 47.18798(N)    083 35 45.36683(W)     ADJUSTED  
 AA5863* NAVD 88     -       295.4    (meters)     969.     (feet)  GPS OBS   
 AA5863  ___________________________________________________________________
 AA5863  X           -     525,224.205 (meters)                     COMP
 AA5863  Y           -  -4,679,482.359 (meters)                     COMP
 AA5863  Z           -   4,287,965.066 (meters)                     COMP
 AA5863  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AA5863  ELLIP HEIGHT-         261.83  (meters)          (07/12/02) GPS OBS
 AA5863  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AA5863
 AA5863  HORZ ORDER  -  FIRST
 AA5863  ELLP ORDER  -  FOURTH    CLASS I
 AA5863
 AA5863.The horizontal coordinates were established by GPS observations
 AA5863.and adjusted by the National Geodetic Survey in February 1997..
 AA5863
 AA5863.The orthometric height was determined by GPS observations and a
 AA5863.high-resolution geoid model.
 AA5863
 AA5863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5863
 AA5863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5863
 AA5863.The ellipsoidal height was determined by GPS observations
 AA5863.and is referenced to NAD 83.
 AA5863
 AA5863.The geoid height was determined by GEOID03.
 AA5863
 AA5863;                    North         East     Units Scale Factor Converg.
 AA5863;SPC MI S     -   112,823.312 4,063,334.672   MT  0.99992782   +0 31 28.2
 AA5863;SPC MI S     -   370,155.22 13,331,150.50   iFT  0.99992782   +0 31 28.2
 AA5863;UTM  17      - 4,710,014.414   286,740.150   MT  1.00015959   -1 45 17.6
 AA5863
 AA5863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5863!SPC MI S     -   0.99995894  x   0.99992782  =   0.99988676
 AA5863!UTM  17      -   0.99995894  x   1.00015959  =   1.00011852
 AA5863
 AA5863                          SUPERSEDED SURVEY CONTROL
 AA5863
 AA5863  ELLIP H (02/03/97)  261.90   (m)                       GP(       ) 4 1
 AA5863  NAD 83(1986)-  42 30 47.19131(N)    083 35 45.39462(W) AD(       ) 1
 AA5863
 AA5863.Superseded values are not recommended for survey control.
 AA5863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5863.See file dsdata.txt to determine how the superseded data were derived.
 AA5863
 AA5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8674010014(NAD 83)
 AA5863_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5863_STAMPING: 63217 1993
 AA5863_MARK LOGO: MIDT  
 AA5863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5863+STABILITY: SURFACE MOTION
 AA5863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5863+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5863
 AA5863  HISTORY     - Date     Condition        Report By
 AA5863  HISTORY     - 1993     MONUMENTED       MIDT
 AA5863  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 AA5863
 AA5863                          STATION DESCRIPTION
 AA5863
 AA5863'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5863'STATION IS LOCATED IN QUAD 420834 ON THE MILFORD QUADRANGLE MAP. IT IS
 AA5863'IN THE SOUTHEAST 1/4 OF SECTION 2, T-1-N, R-7-E, LYON TOWNSHIP. ABOUT
 AA5863'5.6 MI (9.0 KM) SOUTH OF MILFORD, 3.0 MI (4.8 KM) WESTERLY OF WIXOM,
 AA5863'1.0 MI (1.6 KM) EAST OF NEW HUDSON AND ON HIGHWAY RIGHT-OF-WAY. TO
 AA5863'REACH FROM THE INTERCHANGE OF INTERSTATE 96 AND U.S. HIGHWAY 23 GO
 AA5863'EAST ALONG INTERSTATE 96 FOR 8.6 MI (13.8 KM) TO THE STATION ON THE
 AA5863'RIGHT, JUST BEYOND THE SOUTH HILL ROAD OVERPASS. STATION IS 43.0 FT
 AA5863'(13.1 M) EASTERLY FROM THE SOUTHEAST BRIDGE PIER OF SOUTH HILL ROAD
 AA5863'OVERPASS, 41.0 FT (12.5 M) NORTHWESTERLY FROM THE WEST CORNER OF A
 AA5863'CULVERT WALL, 8.0 FT (2.4 M) SOUTH FROM THE SOUTH EDGE OF THE
 AA5863'EASTBOUND INTERSTATE 96 PAVEMENT, AND 3.0 FT (0.9 M) NORTH FROM A
 AA5863'METAL WITNESS POST WITH SIGN.
 AA5863
 AA5863                          STATION RECOVERY (2006)
 AA5863
 AA5863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5863'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5858 ***********************************************************************
 AA5858  DESIGNATION -  63218
 AA5858  PID         -  AA5858
 AA5858  STATE/COUNTY-  MI/OAKLAND
 AA5858  USGS QUAD   -  KENT LAKE (1983)
 AA5858
 AA5858                         *CURRENT SURVEY CONTROL
 AA5858  ___________________________________________________________________
 AA5858* NAD 83(1994)-  42 31 01.54723(N)    083 39 51.93697(W)     ADJUSTED  
 AA5858* NAVD 88     -       277.9    (meters)     912.     (feet)  GPS OBS   
 AA5858  ___________________________________________________________________
 AA5858  X           -     519,595.494 (meters)                     COMP
 AA5858  Y           -  -4,679,796.532 (meters)                     COMP
 AA5858  Z           -   4,288,279.924 (meters)                     COMP
 AA5858  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AA5858  ELLIP HEIGHT-         244.45  (meters)          (07/12/02) GPS OBS
 AA5858  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 AA5858
 AA5858  HORZ ORDER  -  FIRST
 AA5858  ELLP ORDER  -  FOURTH    CLASS I
 AA5858
 AA5858.The horizontal coordinates were established by GPS observations
 AA5858.and adjusted by the National Geodetic Survey in February 1997..
 AA5858
 AA5858.The orthometric height was determined by GPS observations and a
 AA5858.high-resolution geoid model.
 AA5858
 AA5858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5858
 AA5858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5858
 AA5858.The ellipsoidal height was determined by GPS observations
 AA5858.and is referenced to NAD 83.
 AA5858
 AA5858.The geoid height was determined by GEOID03.
 AA5858
 AA5858;                    North         East     Units Scale Factor Converg.
 AA5858;SPC MI S     -   113,217.106 4,057,702.824   MT  0.99992738   +0 28 40.4
 AA5858;SPC MI S     -   371,447.20 13,312,673.31   iFT  0.99992738   +0 28 40.4
 AA5858;UTM  17      - 4,710,632.035   281,127.034   MT  1.00018944   -1 48 04.9
 AA5858
 AA5858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5858!SPC MI S     -   0.99996166  x   0.99992738  =   0.99988905
 AA5858!UTM  17      -   0.99996166  x   1.00018944  =   1.00015110
 AA5858
 AA5858                          SUPERSEDED SURVEY CONTROL
 AA5858
 AA5858  ELLIP H (02/03/97)  244.52   (m)                       GP(       ) 4 1
 AA5858  NAD 83(1986)-  42 31 01.55061(N)    083 39 51.96476(W) AD(       ) 1
 AA5858
 AA5858.Superseded values are not recommended for survey control.
 AA5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5858.See file dsdata.txt to determine how the superseded data were derived.
 AA5858
 AA5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8112710632(NAD 83)
 AA5858_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5858_STAMPING: 63218 1993
 AA5858_MARK LOGO: MIDT  
 AA5858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5858+STABILITY: SURFACE MOTION
 AA5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5858+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 AA5858
 AA5858  HISTORY     - Date     Condition        Report By
 AA5858  HISTORY     - 1993     MONUMENTED       MIDT
 AA5858  HISTORY     - 20050125 GOOD             ADVGEO
 AA5858  HISTORY     - 20060320 GOOD             INDIV
 AA5858
 AA5858                          STATION DESCRIPTION
 AA5858
 AA5858'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 AA5858'STATION IS LOCATED IN QUAD 420834 ON THE KENT LAKE QUADRANGLE MAP. IT
 AA5858'IS IN THE NORTHWEST 1/4 SECTION 6, T-1-N, R-7-E, LYON TOWNSHIP. ABOUT
 AA5858'6.0 MI (9.7 KM) EAST OF BRIGHTON, 3.8 MI (6.1 KM) NORTHWESTERLY OF
 AA5858'SOUTH LYON, 2.5 MI (4.0 KM) WEST OF NEW HUDSON AND ON HIGHWAY
 AA5858'RIGHT-OF-WAY PROPERTY. TO REACH FROM THE INTERCHANGE OF INTERSTATE 96
 AA5858'WITH KENT LAKE ROAD GO WEST ALONG INTERSTATE 96 FOR 0.5 MI (0.8 KM) TO
 AA5858'JUST PAST THE KENSINGTON PARK FOOT BRIDGE AND THE STATION ON THE
 AA5858'RIGHT. STATION IS 70.8 FT (21.6 M) NORTH FROM THE INTERSTATE 96
 AA5858'WESTBOUND EDGE OF PAVEMENT, 42.7 FT (13.0 M) SOUTHEASTERLY FROM A
 AA5858'UTILITY POLE, 23.0 FT (7.0 M) WESTERLY FROM A FENCE CORNER AND 4.5 FT
 AA5858'(1.4 M) SOUTH FROM A METAL WITNESS POST WITH SIGN.
 AA5858
 AA5858                          STATION RECOVERY (2005)
 AA5858
 AA5858'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (WFS)
 AA5858'POINT IS +-700' WEST OF KENSINGTON FOOT BRIDGE, +-14.3' SOUTH OF METAL
 AA5858'SURVEY MARKER SIGN, +-237' WEST OF E/W N/S FENCE LINE ANGLE POINT,
 AA5858'+-42.7' SOUTHEAST FROM SECOND POWER POLE WEST OF FENCE ANGLE POINT
 AA5858'GOING E/W.
 AA5858
 AA5858                          STATION RECOVERY (2006)
 AA5858
 AA5858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AA5858'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3083 ***********************************************************************
 AB3083  DESIGNATION -  63219
 AB3083  PID         -  AB3083
 AB3083  STATE/COUNTY-  MI/OAKLAND
 AB3083  USGS QUAD   -  ORTONVILLE (1991)
 AB3083
 AB3083                         *CURRENT SURVEY CONTROL
 AB3083  ___________________________________________________________________
 AB3083* NAD 83(1994)-  42 51 52.30831(N)    083 27 49.53543(W)     ADJUSTED  
 AB3083* NAVD 88     -       286.43   (meters)     939.7    (feet)  LEVELING  
 AB3083  ___________________________________________________________________
 AB3083  X           -     533,003.984 (meters)                     COMP
 AB3083  Y           -  -4,651,953.614 (meters)                     COMP
 AB3083  Z           -   4,316,654.638 (meters)                     COMP
 AB3083  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AB3083  ELLIP HEIGHT-         252.17  (meters)          (07/12/02) GPS OBS
 AB3083  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB3083
 AB3083  HORZ ORDER  -  FIRST
 AB3083  VERT ORDER  -  THIRD ?
 AB3083  ELLP ORDER  -  FOURTH    CLASS I
 AB3083
 AB3083.The horizontal coordinates were established by GPS observations
 AB3083.and adjusted by the National Geodetic Survey in February 1997..
 AB3083
 AB3083.The orthometric height was determined by differential leveling.
 AB3083.The vertical network tie was performed by a horz. field party for horz.
 AB3083.obs reductions. Reset procedures were used to establish the elevation.
 AB3083
 AB3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3083
 AB3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3083
 AB3083.The ellipsoidal height was determined by GPS observations
 AB3083.and is referenced to NAD 83.
 AB3083
 AB3083.The geoid height was determined by GEOID03.
 AB3083
 AB3083;                    North         East     Units Scale Factor Converg.
 AB3083;SPC MI S     -   151,964.013 4,073,777.154   MT  0.99990694   +0 36 52.0
 AB3083;SPC MI S     -   498,569.60 13,365,410.61   iFT  0.99990694   +0 36 52.0
 AB3083;UTM  17      - 4,748,715.880   298,737.661   MT  1.00009835   -1 40 35.7
 AB3083
 AB3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3083!SPC MI S     -   0.99996045  x   0.99990694  =   0.99986740
 AB3083!UTM  17      -   0.99996045  x   1.00009835  =   1.00005880
 AB3083
 AB3083                          SUPERSEDED SURVEY CONTROL
 AB3083
 AB3083  NAD 83(1994)-  42 51 52.30829(N)    083 27 49.53531(W) AD(       ) 1
 AB3083  ELLIP H (05/02/96)  252.15   (m)                       GP(       ) 1 1
 AB3083
 AB3083.Superseded values are not recommended for survey control.
 AB3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3083.See file dsdata.txt to determine how the superseded data were derived.
 AB3083
 AB3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9873848716(NAD 83)
 AB3083_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3083_STAMPING: 63219 1994
 AB3083_MARK LOGO: MIDT  
 AB3083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3083+STABILITY: SURFACE MOTION
 AB3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3083+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 AB3083
 AB3083  HISTORY     - Date     Condition        Report By
 AB3083  HISTORY     - 1994     MONUMENTED       MIDT
 AB3083  HISTORY     - 20060314 GOOD             INDIV
 AB3083
 AB3083                          STATION DESCRIPTION
 AB3083
 AB3083'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3083'STATION IS LOCATED IN QUAD 420831 ON THE ORTONVILLE QUADRANGLE MAP. IT
 AB3083'IS IN THE SOUTHWEST 1/4 SECTION 1, T-5-N, R-8-E, GROVELAND TOWNSHIP.
 AB3083'ABOUT 11.5 MI (18.5 KM) SOUTH OF DAVISON, 9.0 MI (14.5 KM) NORTHEAST
 AB3083'OF HOLLY, 1.0 MI (1.6 KM) NORTHWEST OF ORTONVILLE, AND ON HIGHWAY
 AB3083'RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-15 AND SOUTH STREET AT
 AB3083'THE SOUTHWEST CORNER OF ORTONVILLE, GO NORTH ALONG HIGHWAY M-15 FOR
 AB3083'0.6 MI (1.0 KM) TO A TRAFFIC LIGHT AT MILL STREET ON THE RIGHT AND
 AB3083'GRANGE HALL ROAD ON THE LEFT.  CONTINUE NORTH ALONG HIGHWAY M-15 FOR
 AB3083'1.0 MI (1.6 KM) TO THE STATION ON THE LEFT AS DESCRIBED. STATION IS
 AB3083'82.7 FT (25.2 M) EASTERLY FROM THE SOUTHEAST CORNER OF HOUSE NUMBER
 AB3083'1027, 77.5 FT (23.6 M) SOUTH FROM CENTER DRIVE TO HOUSE NUMBER 1027,
 AB3083'62.5 FT (19.1 M) NORTH FROM CENTER OF DRIVE OF HOUSE TO THE SOUTH, AND
 AB3083'38.0 FT (11.6 M) WEST FROM CENTER OF STATE HIGHWAY M-15.
 AB3083
 AB3083                          STATION RECOVERY (2006)
 AB3083
 AB3083'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AB3083'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3084 ***********************************************************************
 AB3084  DESIGNATION -  63220
 AB3084  PID         -  AB3084
 AB3084  STATE/COUNTY-  MI/OAKLAND
 AB3084  USGS QUAD   -  ORTONVILLE (1991)
 AB3084
 AB3084                         *CURRENT SURVEY CONTROL
 AB3084  ___________________________________________________________________
 AB3084* NAD 83(1994)-  42 52 27.42162(N)    083 28 15.54360(W)     ADJUSTED  
 AB3084* NAVD 88     -       283.12   (meters)     928.9    (feet)  LEVELING  
 AB3084  ___________________________________________________________________
 AB3084  X           -     532,333.311 (meters)                     COMP
 AB3084  Y           -  -4,651,285.968 (meters)                     COMP
 AB3084  Z           -   4,317,446.558 (meters)                     COMP
 AB3084  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 AB3084  ELLIP HEIGHT-         248.87  (meters)          (07/12/02) GPS OBS
 AB3084  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 AB3084
 AB3084  HORZ ORDER  -  FIRST
 AB3084  VERT ORDER  -  THIRD ?
 AB3084  ELLP ORDER  -  FOURTH    CLASS I
 AB3084
 AB3084.The horizontal coordinates were established by GPS observations
 AB3084.and adjusted by the National Geodetic Survey in February 1997..
 AB3084
 AB3084.The orthometric height was determined by differential leveling.
 AB3084.The vertical network tie was performed by a horz. field party for horz.
 AB3084.obs reductions. Reset procedures were used to establish the elevation.
 AB3084
 AB3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3084
 AB3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3084
 AB3084.The ellipsoidal height was determined by GPS observations
 AB3084.and is referenced to NAD 83.
 AB3084
 AB3084.The geoid height was determined by GEOID03.
 AB3084
 AB3084;                    North         East     Units Scale Factor Converg.
 AB3084;SPC MI S     -   153,041.085 4,073,175.332   MT  0.99990690   +0 36 34.3
 AB3084;SPC MI S     -   502,103.30 13,363,436.13   iFT  0.99990690   +0 36 34.3
 AB3084;UTM  17      - 4,749,816.363   298,179.272   MT  1.00010112   -1 40 54.5
 AB3084
 AB3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3084!SPC MI S     -   0.99996097  x   0.99990690  =   0.99986788
 AB3084!UTM  17      -   0.99996097  x   1.00010112  =   1.00006209
 AB3084
 AB3084                          SUPERSEDED SURVEY CONTROL
 AB3084
 AB3084  NAD 83(1994)-  42 52 27.42160(N)    083 28 15.54348(W) AD(       ) 1
 AB3084  ELLIP H (05/02/96)  248.84   (m)                       GP(       ) 1 1
 AB3084
 AB3084.Superseded values are not recommended for survey control.
 AB3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3084.See file dsdata.txt to determine how the superseded data were derived.
 AB3084
 AB3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9817949816(NAD 83)
 AB3084_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3084_STAMPING: 63220 1994
 AB3084_MARK LOGO: MIDT  
 AB3084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3084+STABILITY: SURFACE MOTION
 AB3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3084+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 AB3084
 AB3084  HISTORY     - Date     Condition        Report By
 AB3084  HISTORY     - 1994     MONUMENTED       MIDT
 AB3084  HISTORY     - 20060314 GOOD             INDIV
 AB3084
 AB3084                          STATION DESCRIPTION
 AB3084
 AB3084'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AB3084'STATION IS LOCATED IN QUAD 420831 ON THE ORTONVILLE QUADRANGLE MAP. IT
 AB3084'IS IN THE NORTHWEST 1/4 OF SECTION 1, T-5-N, R-8-E, GROVELAND
 AB3084'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) SOUTH OF DAVISON, 9.0 MI (14.5 KM)
 AB3084'NORTHEAST OF HOLLY, 2.0 MI (3.2 KM) NORTHWEST OF ORTONVILLE, AND ON
 AB3084'HIGHWAY RIGHT-OF-WAY.  TO REACH FROM STATE HIGHWAY M-15 AND SOUTH
 AB3084'STREET AT THE SOUTHWEST CORNER OF ORTONVILLE, GO NORTH ALONG HIGHWAY
 AB3084'M-15 FOR 0.6 MI (1.0 KM) TO MILL STREET ON THE RIGHT AND GRANGE HALL
 AB3084'ROAD ON THE LEFT (TRAFFIC LIGHT) .  CONTINUE NORTH ALONG HIGHWAY M-15
 AB3084'FOR 1.8 MI (2.9 KM) TO STATION ON THE LEFT AS DESCRIBED.  STATION IS
 AB3084'145.1 FT (44.2 M) NORTHERLY FROM CONSUMERS POWER EXHAUST STANDPIPE FOR
 AB3084'GAS LINE, 57.1 FT (17.4 M) NORTHEAST FROM A UTILITY POLE, 52.9 FT
 AB3084'(16.1 M) SOUTH FROM THE CENTER OF GRAVEL DRIVE TO HOUSE NUMBER 1565
 AB3084'HIGHWAY M-15, 29.9 FT (9.1 M) WEST FROM THE CENTER OF HIGHWAY M-15,
 AB3084'AND 3.0 FT (0.9 M) EAST FROM A WITNESS POST.
 AB3084
 AB3084                          STATION RECOVERY (2006)
 AB3084
 AB3084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 AB3084'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0020 ***********************************************************************
 RJ0020  DESIGNATION -  635
 RJ0020  PID         -  RJ0020
 RJ0020  STATE/COUNTY-  MI/CHIPPEWA
 RJ0020  USGS QUAD   -  BARBEAU (1975)
 RJ0020
 RJ0020                         *CURRENT SURVEY CONTROL
 RJ0020  ___________________________________________________________________
 RJ0020* NAD 83(1986)-  46 30 46.     (N)    084 21 36.     (W)     SCALED    
 RJ0020* NAVD 88     -       188.562  (meters)     618.64   (feet)  ADJUSTED  
 RJ0020  ___________________________________________________________________
 RJ0020  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0020  DYNAMIC HT  -         188.573 (meters)     618.68  (feet)  COMP
 RJ0020  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 RJ0020
 RJ0020  VERT ORDER  -  FIRST     CLASS 0
 RJ0020
 RJ0020.The horizontal coordinates were scaled from a topographic map and have
 RJ0020.an estimated accuracy of +/- 6 seconds.
 RJ0020
 RJ0020.The orthometric height was determined by differential leveling
 RJ0020.and adjusted by the National Geodetic Survey in June 1991..
 RJ0020
 RJ0020.The geoid height was determined by GEOID03.
 RJ0020
 RJ0020.The dynamic height is computed by dividing the NAVD 88
 RJ0020.geopotential number by the normal gravity value computed on the
 RJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0020.degrees latitude (g = 980.6199 gals.).
 RJ0020
 RJ0020.The modeled gravity was interpolated from observed gravity values.
 RJ0020
 RJ0020;                    North         East    Units  Estimated Accuracy
 RJ0020;SPC MI N     -   195,590.    8,202,550.      MT  (+/- 180 meters Scaled)
 RJ0020
 RJ0020                          SUPERSEDED SURVEY CONTROL
 RJ0020
 RJ0020.No superseded survey control is available for this station.
 RJ0020
 RJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS025544(NAD 83)
 RJ0020_MARKER: B = BOLT
 RJ0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0020_SP_SET: BRIDGE
 RJ0020_MARK LOGO: GSC   
 RJ0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0020
 RJ0020  HISTORY     - Date     Condition        Report By
 RJ0020  HISTORY     - UNK      MONUMENTED       GSC
 RJ0020  HISTORY     - 1972     GOOD             USLS
 RJ0020  HISTORY     - 1983     GOOD             NGS
 RJ0020
 RJ0020                          STATION DESCRIPTION
 RJ0020
 RJ0020'DESCRIBED BY US LAKE SURVEY 1972
 RJ0020'AT SAULT STE MARIE.
 RJ0020'635-C.P.RY. SWING BRIDGE OVER CANADIAN SHIP CANAL.  SOUTH END OF EAST
 RJ0020'FACE OF EAST STONE RETAINING WALL AT SOUTH END OF BRIDGE, 1 FOOT
 RJ0020'FROM SOUTH END OF WALL AND IN FIRST COURSE BELOW COPING.  BOLT
 RJ0020'SET HORIZONTALLY.
 RJ0020
 RJ0020                          STATION RECOVERY (1983)
 RJ0020
 RJ0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  AT SAULT STE.
 RJ0020'MARIE CANADA, AT THE CANADIAN PACIFIC RAILROAD SWING BRIDGE OVER
 RJ0020'CANADIAN SHIP CANAL, AT THE SOUTH END OF BRIDGE, A BOLT SET
 RJ0020'VERTICALLY, IN THE EAST FACE OF THE EAST STONE RETAINING WALL,
 RJ0020'0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF RETAINING WALL,
 RJ0020'3.7 METERS (12.0 FT) ABOVE SEAWALL.
 RJ0020'THE MARK IS 1.2 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0741 ***********************************************************************
 NE0741  DESIGNATION -  64 1/2
 NE0741  PID         -  NE0741
 NE0741  STATE/COUNTY-  MI/SHIAWASSEE
 NE0741  USGS QUAD   -  DURAND (1975)
 NE0741
 NE0741                         *CURRENT SURVEY CONTROL
 NE0741  ___________________________________________________________________
 NE0741* NAD 83(1986)-  42 53 19.     (N)    083 56 34.     (W)     SCALED    
 NE0741* NAVD 88     -       250.187  (meters)     820.82   (feet)  ADJUSTED  
 NE0741  ___________________________________________________________________
 NE0741  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NE0741  DYNAMIC HT  -         250.124 (meters)     820.62  (feet)  COMP
 NE0741  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 NE0741
 NE0741  VERT ORDER  -  SECOND    CLASS 0
 NE0741
 NE0741.The horizontal coordinates were scaled from a topographic map and have
 NE0741.an estimated accuracy of +/- 6 seconds.
 NE0741
 NE0741.The orthometric height was determined by differential leveling
 NE0741.and adjusted by the National Geodetic Survey in June 1991..
 NE0741
 NE0741.The geoid height was determined by GEOID03.
 NE0741
 NE0741.The dynamic height is computed by dividing the NAVD 88
 NE0741.geopotential number by the normal gravity value computed on the
 NE0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0741.degrees latitude (g = 980.6199 gals.).
 NE0741
 NE0741.The modeled gravity was interpolated from observed gravity values.
 NE0741
 NE0741;                    North         East    Units  Estimated Accuracy
 NE0741;SPC MI S     -   154,330.    4,034,620.      MT  (+/- 180 meters Scaled)
 NE0741
 NE0741                          SUPERSEDED SURVEY CONTROL
 NE0741
 NE0741  NGVD 29 (??/??/92)  250.320  (m)          821.26   (f) ADJ UNCH    2 0
 NE0741
 NE0741.Superseded values are not recommended for survey control.
 NE0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0741.See file dsdata.txt to determine how the superseded data were derived.
 NE0741
 NE0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH596526(NAD 83)
 NE0741_MARKER: B = BOLT
 NE0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0741+STABILITY: SURFACE MOTION
 NE0741
 NE0741  HISTORY     - Date     Condition        Report By
 NE0741  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0741  HISTORY     - 1934     GOOD             NGS
 NE0741
 NE0741                          STATION DESCRIPTION
 NE0741
 NE0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0741'2.5 MI SE FROM DURAND.
 NE0741'2.5 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0741'THE STATION AT DURAND, SHIAWASSEE COUNTY, 45 FEET NORTH OF THE
 NE0741'NORTH RAIL OF THE NORTH TRACK, 21 FEET SOUTHEAST OF A FENCE
 NE0741'INTERSECTION, AND 1 FOOT WEST OF THE FENCE.  A COPPER BOLT, SET
 NE0741'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0343 ***********************************************************************
 OK0343  DESIGNATION -  64 1/2
 OK0343  PID         -  OK0343
 OK0343  STATE/COUNTY-  MI/KENT
 OK0343  USGS QUAD   -  SPARTA (1972)
 OK0343
 OK0343                         *CURRENT SURVEY CONTROL
 OK0343  ___________________________________________________________________
 OK0343* NAD 83(1986)-  43 10 25.     (N)    085 41 27.     (W)     SCALED    
 OK0343* NAVD 88     -       227.338  (meters)     745.86   (feet)  ADJUSTED  
 OK0343  ___________________________________________________________________
 OK0343  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 OK0343  DYNAMIC HT  -         227.283 (meters)     745.68  (feet)  COMP
 OK0343  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OK0343
 OK0343  VERT ORDER  -  SECOND    CLASS 0
 OK0343
 OK0343.The horizontal coordinates were scaled from a topographic map and have
 OK0343.an estimated accuracy of +/- 6 seconds.
 OK0343
 OK0343.The orthometric height was determined by differential leveling
 OK0343.and adjusted by the National Geodetic Survey in June 1991..
 OK0343
 OK0343.The geoid height was determined by GEOID03.
 OK0343
 OK0343.The dynamic height is computed by dividing the NAVD 88
 OK0343.geopotential number by the normal gravity value computed on the
 OK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0343.degrees latitude (g = 980.6199 gals.).
 OK0343
 OK0343.The modeled gravity was interpolated from observed gravity values.
 OK0343
 OK0343;                    North         East    Units  Estimated Accuracy
 OK0343;SPC MI S     -   186,750.    3,892,340.      MT  (+/- 180 meters Scaled)
 OK0343
 OK0343                          SUPERSEDED SURVEY CONTROL
 OK0343
 OK0343  NGVD 29 (??/??/92)  227.470  (m)          746.29   (f) ADJ UNCH    2 0
 OK0343
 OK0343.Superseded values are not recommended for survey control.
 OK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0343.See file dsdata.txt to determine how the superseded data were derived.
 OK0343
 OK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN064809(NAD 83)
 OK0343_MARKER: Z = SEE DESCRIPTION
 OK0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0343_STAMPING: 64 1/2
 OK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0343+STABILITY: SURFACE MOTION
 OK0343
 OK0343  HISTORY     - Date     Condition        Report By
 OK0343  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0343  HISTORY     - 1934     GOOD             NGS
 OK0343
 OK0343                          STATION DESCRIPTION
 OK0343
 OK0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0343'0.7 MI E FROM SPARTA.
 OK0343'0.7 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OK0343'JUNCTION WITH THE CHESAPEAKE AND OHIO RAILWAY AT SPARTA, KENT
 OK0343'COUNTY, 30 FEET EAST OF A FENCE CORNER, 27 FEET NORTH OF THE
 OK0343'NORTH RAIL, AND ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0343'A BRASS PLUG, STAMPED 64 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0343'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0226 ***********************************************************************
 RJ0226  DESIGNATION -  64 A USLS
 RJ0226  PID         -  RJ0226
 RJ0226  STATE/COUNTY-  MI/CHIPPEWA
 RJ0226  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0226
 RJ0226                         *CURRENT SURVEY CONTROL
 RJ0226  ___________________________________________________________________
 RJ0226* NAD 83(1986)-  46 27 45.     (N)    084 11 48.     (W)     SCALED    
 RJ0226* NAVD 88     -       214.783  (meters)     704.67   (feet)  ADJUSTED  
 RJ0226  ___________________________________________________________________
 RJ0226  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0226  DYNAMIC HT  -         214.795 (meters)     704.71  (feet)  COMP
 RJ0226  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0226
 RJ0226  VERT ORDER  -  FIRST     CLASS 0
 RJ0226
 RJ0226.The horizontal coordinates were scaled from a topographic map and have
 RJ0226.an estimated accuracy of +/- 6 seconds.
 RJ0226
 RJ0226.The orthometric height was determined by differential leveling
 RJ0226.and adjusted by the National Geodetic Survey in June 1991..
 RJ0226
 RJ0226.The geoid height was determined by GEOID03.
 RJ0226
 RJ0226.The dynamic height is computed by dividing the NAVD 88
 RJ0226.geopotential number by the normal gravity value computed on the
 RJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0226.degrees latitude (g = 980.6199 gals.).
 RJ0226
 RJ0226.The modeled gravity was interpolated from observed gravity values.
 RJ0226
 RJ0226;                    North         East    Units  Estimated Accuracy
 RJ0226;SPC MI N     -   190,440.    8,215,270.      MT  (+/- 180 meters Scaled)
 RJ0226
 RJ0226                          SUPERSEDED SURVEY CONTROL
 RJ0226
 RJ0226.No superseded survey control is available for this station.
 RJ0226
 RJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS152492(NAD 83)
 RJ0226_MARKER: Z = SEE DESCRIPTION
 RJ0226_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0226+WITH SETTING: INTO GROUND
 RJ0226_MARK LOGO: USLS  
 RJ0226_PROJECTION: FLUSH
 RJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0226+STABILITY: SURFACE MOTION
 RJ0226_ROD/PIPE-DEPTH: 1.5  meters
 RJ0226
 RJ0226  HISTORY     - Date     Condition        Report By
 RJ0226  HISTORY     - 1969     MONUMENTED       USLS
 RJ0226  HISTORY     - 1969     GOOD             USLS
 RJ0226  HISTORY     - 1983     GOOD             NGS
 RJ0226
 RJ0226                          STATION DESCRIPTION
 RJ0226
 RJ0226'DESCRIBED BY US LAKE SURVEY 1969
 RJ0226'AT SUGAR ISLAND.
 RJ0226'64 A IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0226'DOCK PROCEED 4.9 MILES EAST ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0226'MILES SOUTH TO A T-INTERSECTION AND VICINITY OF MARK, 65.0 FEET
 RJ0226'EAST OF UTILITY POLE NO. SU I-27-64, 29 FEET SOUTH OF A DRIVEWAY,
 RJ0226'IN LINE WITH NORTH FACE OF GRAY GARAGE, 3.4 FEET NORTHWEST
 RJ0226'OF UTILITY POLE NO. SU I-27-64A, 1-FOOT BELOW THE GROUND SURFACE,
 RJ0226'BEING HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD, 5 FEET LONG.
 RJ0226
 RJ0226                          STATION RECOVERY (1983)
 RJ0226
 RJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0226'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0226'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0226'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, AT A T
 RJ0226'JUNCTION IN LINE WITH THE NORTH FACE OF A GRAY GARAGE, 9.5 METERS
 RJ0226'(31.0 FT) SOUTH OF A PRIVATE DRIVE, 9.8 METERS (32.0 FT) EAST OF THE
 RJ0226'CENTER OF A GRAVEL ROAD, AND 1.0 METER (3.4 FT) NORTHWEST OF UTILITY
 RJ0226'POLE NUMBER SUI-27-64A.
 RJ0226'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0728 ***********************************************************************
 NE0728  DESIGNATION -  65 1/2
 NE0728  PID         -  NE0728
 NE0728  STATE/COUNTY-  MI/LIVINGSTON
 NE0728  USGS QUAD   -  HAMBURG (1983)
 NE0728
 NE0728                         *CURRENT SURVEY CONTROL
 NE0728  ___________________________________________________________________
 NE0728* NAD 83(1986)-  42 26 28.     (N)    083 45 55.     (W)     SCALED    
 NE0728* NAVD 88     -       279.650  (meters)     917.49   (feet)  ADJUSTED  
 NE0728  ___________________________________________________________________
 NE0728  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NE0728  DYNAMIC HT  -         279.571 (meters)     917.23  (feet)  COMP
 NE0728  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 NE0728
 NE0728  VERT ORDER  -  SECOND    CLASS 0
 NE0728
 NE0728.The horizontal coordinates were scaled from a topographic map and have
 NE0728.an estimated accuracy of +/- 6 seconds.
 NE0728
 NE0728.The orthometric height was determined by differential leveling
 NE0728.and adjusted by the National Geodetic Survey in June 1991..
 NE0728
 NE0728.The geoid height was determined by GEOID03.
 NE0728
 NE0728.The dynamic height is computed by dividing the NAVD 88
 NE0728.geopotential number by the normal gravity value computed on the
 NE0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0728.degrees latitude (g = 980.6199 gals.).
 NE0728
 NE0728.The modeled gravity was interpolated from observed gravity values.
 NE0728
 NE0728;                    North         East    Units  Estimated Accuracy
 NE0728;SPC MI S     -   104,710.    4,049,480.      MT  (+/- 180 meters Scaled)
 NE0728
 NE0728                          SUPERSEDED SURVEY CONTROL
 NE0728
 NE0728  NGVD 29 (??/??/92)  279.770  (m)          917.88   (f) ADJ UNCH    2 0
 NE0728
 NE0728.Superseded values are not recommended for survey control.
 NE0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0728.See file dsdata.txt to determine how the superseded data were derived.
 NE0728
 NE0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH725024(NAD 83)
 NE0728_MARKER: B = BOLT
 NE0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0728_STAMPING: 65-1/2
 NE0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0728+STABILITY: SURFACE MOTION
 NE0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0728+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2001
 NE0728
 NE0728  HISTORY     - Date     Condition        Report By
 NE0728  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0728  HISTORY     - 1934     GOOD             NGS
 NE0728  HISTORY     - 1973     GOOD             LOCSUR
 NE0728  HISTORY     - 20010228 GOOD             INDIV
 NE0728
 NE0728                          STATION DESCRIPTION
 NE0728
 NE0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0728'6.6 MI W FROM SOUTH LYON.
 NE0728'IN LIVINGSTON COUNTY, 6.6 MILES WEST ALONG THE GRAND TRUNK
 NE0728'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0728'0.5 MILE WEST OF MILEPOST 65, 0.5 MILE WEST OF THE CONCRETE
 NE0728'OVERHEAD BRIDGE OF U.S. HIGHWAY 23, 14 YARDS NORTH OF THE NORTH
 NE0728'RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A COPPER
 NE0728'BOLT, STAMPED 65-1/2 AND SET IN THE TOP OF A CONCRETE POST.
 NE0728
 NE0728                          STATION RECOVERY (1973)
 NE0728
 NE0728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0728'RECOVERED IN GOOD CONDITION.
 NE0728
 NE0728                          STATION RECOVERY (2001)
 NE0728
 NE0728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RK)
 NE0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6779 ***********************************************************************
 AA6779  DESIGNATION -  65 60
 AA6779  PID         -  AA6779
 AA6779  STATE/COUNTY-  MI/WAYNE
 AA6779  USGS QUAD   -  WAYNE (1980)
 AA6779
 AA6779                         *CURRENT SURVEY CONTROL
 AA6779  ___________________________________________________________________
 AA6779* NAD 83(1994)-  42 21 10.08613(N)    083 25 12.36774(W)     ADJUSTED  
 AA6779* NAVD 88     -       210.1    (meters)     689.     (feet)  GPS OBS   
 AA6779  ___________________________________________________________________
 AA6779  X           -     540,951.978 (meters)                     COMP
 AA6779  Y           -  -4,689,721.758 (meters)                     COMP
 AA6779  Z           -   4,274,763.916 (meters)                     COMP
 AA6779  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AA6779  ELLIP HEIGHT-         176.04  (meters)          (07/12/02) GPS OBS
 AA6779  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AA6779
 AA6779  HORZ ORDER  -  FIRST
 AA6779  ELLP ORDER  -  FOURTH    CLASS I
 AA6779
 AA6779.The horizontal coordinates were established by GPS observations
 AA6779.and adjusted by the National Geodetic Survey in February 1997..
 AA6779
 AA6779.The orthometric height was determined by GPS observations and a
 AA6779.high-resolution geoid model.
 AA6779
 AA6779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6779
 AA6779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6779
 AA6779.The ellipsoidal height was determined by GPS observations
 AA6779.and is referenced to NAD 83.
 AA6779
 AA6779.The geoid height was determined by GEOID03.
 AA6779
 AA6779;                    North         East     Units Scale Factor Converg.
 AA6779;SPC MI S     -    95,165.828 4,077,983.346   MT  0.99994974   +0 38 39.0
 AA6779;SPC MI S     -   312,223.85 13,379,210.45   iFT  0.99994974   +0 38 39.0
 AA6779;UTM  17      - 4,691,785.439   300,678.241   MT  1.00008885   -1 37 51.4
 AA6779
 AA6779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6779!SPC MI S     -   0.99997239  x   0.99994974  =   0.99992213
 AA6779!UTM  17      -   0.99997239  x   1.00008885  =   1.00006124
 AA6779
 AA6779                          SUPERSEDED SURVEY CONTROL
 AA6779
 AA6779  ELLIP H (02/03/97)  176.10   (m)                       GP(       ) 4 1
 AA6779  NAD 83(1986)-  42 21 10.09037(N)    083 25 12.39614(W) AD(       ) 1
 AA6779
 AA6779.Superseded values are not recommended for survey control.
 AA6779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6779.See file dsdata.txt to determine how the superseded data were derived.
 AA6779
 AA6779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0067891785(NAD 83)
 AA6779_MARKER: DD = SURVEY DISK
 AA6779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6779_STAMPING: 65-60 1960
 AA6779_MARK LOGO: MI-163
 AA6779_PROJECTION: FLUSH
 AA6779_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6779+STABILITY: SURFACE MOTION
 AA6779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6779+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6779
 AA6779  HISTORY     - Date     Condition        Report By
 AA6779  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6779  HISTORY     - 19980520 GOOD             OHM
 AA6779  HISTORY     - 20011212 GOOD             INDIV
 AA6779  HISTORY     - 20021212 GOOD             INDIV
 AA6779  HISTORY     - 20040301 GOOD             INDIV
 AA6779  HISTORY     - 20051216 GOOD             INDIV
 AA6779
 AA6779                          STATION DESCRIPTION
 AA6779
 AA6779'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6779'STATION IS LOCATED APPROXIMATELY 2 MILESSOUTH AND 2.5 MILESEAST OF
 AA6779'PLYMOUTH, MICHIGAN ON JOY ROAD AT HIX ROAD. TO REACH FROM THE
 AA6779'INTERSECTION OF INTERSTATE I-275 AND ANN ARBOR ROAD (EXIT 28) PROCEED
 AA6779'EAST ON ANN ARBOR ROAD FOR 0.8 MILESTO HIX ROAD, THENCE GO SOUTH ON
 AA6779'HIX FOR  0.5 MILESTO JOY ROAD AND THE STATION IN THE NORTHEAST
 AA6779'QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN A 6
 AA6779'INCH DIAMETER CONCRETE MONUMENT SET 6 INCHES BELOW GROUND. CENTERLINE
 AA6779'OF JOY ROAD IS S 0 W, 35.6 FEET, CENTERLINE OF HIX ROAD (TO SOUTH)
 AA6779'WHEN EXTENDED NORTH IS N 90 E, 6 FEET, A POLE IS N 90 W, 26.0 FEET.
 AA6779
 AA6779                          STATION RECOVERY (1998)
 AA6779
 AA6779'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 AA6779'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  SET METAL POST AT
 AA6779'THE NORTH EDGE OF STATION.  STATION IS 11.8 FT (3.6 M) WEST OF POWER
 AA6779'POLE AND 8 FT (2.4 M) NORTH OF NORTH EDGE OF JOY ROAD CURB.
 AA6779
 AA6779                          STATION RECOVERY (2001)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2002)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2004)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
 AA6779
 AA6779                          STATION RECOVERY (2005)
 AA6779
 AA6779'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0888 ***********************************************************************
 RJ0888  DESIGNATION -  65 USLS 1878
 RJ0888  PID         -  RJ0888
 RJ0888  STATE/COUNTY-  MI/CHIPPEWA
 RJ0888  USGS QUAD   -  GOETZVILLE (1976)
 RJ0888
 RJ0888                         *CURRENT SURVEY CONTROL
 RJ0888  ___________________________________________________________________
 RJ0888* NAD 83(1994)-  46 15 17.70563(N)    084 06 07.42966(W)     ADJUSTED  
 RJ0888* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0888  ___________________________________________________________________
 RJ0888  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 RJ0888  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0888
 RJ0888  HORZ ORDER  -  THIRD
 RJ0888
 RJ0888.The horizontal coordinates were established by classical geodetic methods
 RJ0888.and adjusted by the National Geodetic Survey in February 1997..
 RJ0888
 RJ0888.The orthometric height was scaled from a topographic map.
 RJ0888
 RJ0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0888
 RJ0888.The geoid height was determined by GEOID03.
 RJ0888
 RJ0888;                    North         East     Units Scale Factor Converg.
 RJ0888;SPC MI N     -   167,641.372 8,223,379.122   MT  0.99990297   +2 05 40.6
 RJ0888;SPC MI N     -   550,004.50 26,979,590.30   iFT  0.99990297   +2 05 40.6
 RJ0888;SPC MI C     -   326,562.408 6,020,406.232   MT  1.00017591   +0 11 12.9
 RJ0888;SPC MI C     - 1,071,398.98 19,751,988.95   iFT  1.00017591   +0 11 12.9
 RJ0888;UTM  16      - 5,126,453.637   723,357.125   MT  1.00021330   +2 05 39.8
 RJ0888
 RJ0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0888!SPC MI N     -   0.99997814  x   0.99990297  =   0.99988111
 RJ0888!SPC MI C     -   0.99997814  x   1.00017591  =   1.00015405
 RJ0888!UTM  16      -   0.99997814  x   1.00021330  =   1.00019144
 RJ0888
 RJ0888                          SUPERSEDED SURVEY CONTROL
 RJ0888
 RJ0888  NAD 83(1986)-  46 15 17.68470(N)    084 06 07.43314(W) AD(       ) 3
 RJ0888  NAD 27      -  46 15 17.62900(N)    084 06 07.34100(W) AD(       ) 3
 RJ0888
 RJ0888.Superseded values are not recommended for survey control.
 RJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0888.See file dsdata.txt to determine how the superseded data were derived.
 RJ0888
 RJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2335726454(NAD 83)
 RJ0888_MARKER: N = NAIL
 RJ0888_SETTING: 0 = UNSPECIFIED SETTING
 RJ0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0888
 RJ0888  HISTORY     - Date     Condition        Report By
 RJ0888  HISTORY     - 1878     MONUMENTED       USLS
 RJ0888  HISTORY     - 1968     GOOD             USE
 RJ0888
 RJ0888                          STATION DESCRIPTION
 RJ0888
 RJ0888'DESCRIBED BY US LAKE SURVEY 1878
 RJ0888'ON JOHNSON POINT, THE E POINT OF RAINS ISLAND, ACROSS THE MUNUSCONG
 RJ0888'CHANNEL FROM THE RAINSMERE HOTEL ON ST JOSEPH ISLAND, AND ABOUT A
 RJ0888'MILE N OF LAKE MUNUSCONG.  ABOUT 25 FEET FROM THE WATER ON THE N
 RJ0888'SIDE OF THE POINT, 35.57 FEET NE FROM REFERENCE MONUMENT 16, AND
 RJ0888'ABOUT 35 FEET W OF THE COAST GUARD STATION ON THE POINT.
 RJ0888'
 RJ0888'STATION MARK IS A DRILL HOLE IN A ROCK UNDERGROUND.  A NAIL IN THE
 RJ0888'TOP OF A CEDAR POST IS OVER THE STATION WITH ITS TOP ABOVE GROUND IN
 RJ0888'A CAIRN.  A WHITE TRIPOD IS OVER THE CAIRN.
 RJ0888
 RJ0888                          STATION RECOVERY (1968)
 RJ0888
 RJ0888'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0888'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0670 ***********************************************************************
 NF0670  DESIGNATION -  655
 NF0670  PID         -  NF0670
 NF0670  STATE/COUNTY-  MI/KENT
 NF0670  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0670
 NF0670                         *CURRENT SURVEY CONTROL
 NF0670  ___________________________________________________________________
 NF0670* NAD 83(1986)-  42 57 49.     (N)    085 40 00.     (W)     SCALED    
 NF0670* NAVD 88     -       199.294  (meters)     653.85   (feet)  ADJUSTED  
 NF0670  ___________________________________________________________________
 NF0670  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0670  DYNAMIC HT  -         199.243 (meters)     653.68  (feet)  COMP
 NF0670  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 NF0670
 NF0670  VERT ORDER  -  SECOND    CLASS 0
 NF0670
 NF0670.The horizontal coordinates were scaled from a topographic map and have
 NF0670.an estimated accuracy of +/- 6 seconds.
 NF0670
 NF0670.The orthometric height was determined by differential leveling
 NF0670.and adjusted by the National Geodetic Survey in June 1991..
 NF0670
 NF0670.The geoid height was determined by GEOID03.
 NF0670
 NF0670.The dynamic height is computed by dividing the NAVD 88
 NF0670.geopotential number by the normal gravity value computed on the
 NF0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0670.degrees latitude (g = 980.6199 gals.).
 NF0670
 NF0670.The modeled gravity was interpolated from observed gravity values.
 NF0670
 NF0670;                    North         East    Units  Estimated Accuracy
 NF0670;SPC MI S     -   163,390.    3,893,950.      MT  (+/- 180 meters Scaled)
 NF0670
 NF0670                          SUPERSEDED SURVEY CONTROL
 NF0670
 NF0670  NGVD 29 (??/??/92)  199.435  (m)          654.31   (f) ADJ UNCH    2 0
 NF0670
 NF0670.Superseded values are not recommended for survey control.
 NF0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0670.See file dsdata.txt to determine how the superseded data were derived.
 NF0670
 NF0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN087576(NAD 83)
 NF0670_MARKER: DD = SURVEY DISK
 NF0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0670_SP_SET: LIMESTONE BLOCK
 NF0670_STAMPING: 655 1911
 NF0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0670
 NF0670  HISTORY     - Date     Condition        Report By
 NF0670  HISTORY     - 1911     MONUMENTED       USGS
 NF0670  HISTORY     - 1940     GOOD             NGS
 NF0670  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NF0670  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0670
 NF0670                          STATION DESCRIPTION
 NF0670
 NF0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0670'AT GRAND RAPIDS.
 NF0670'AT GRAND RAPIDS, KENT COUNTY, IN FULTON SEAT PARK, 57 FEET
 NF0670'WEST OF THE MONUMENT, AND IN A LIMESTONE BLOCK.  A UNITED
 NF0670'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 655 1911.
 NF0670'NOTE-- THE PARK HAS BEEN RE-LANDSCAPED AND THE OLD MONUMENT
 NF0670'REMOVED BUT THE BENCH MARK IS EASILY FOUND.
 NF0670
 NF0670                          STATION RECOVERY (1983)
 NF0670
 NF0670'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0670'FULTON STREET PARK-MONUMENTS HAVE BEEN MOVED. LIME STONE BLOCK IN
 NF0670'PLACE, DISK IS MISSING. BLOCK NOW LOCATED 35' WEST AND 45' SOUTH OF
 NF0670'WEST WWI MONUMENT ON SOUTH EDGE OF EAST WEST SIDEWALK.
 NF0670
 NF0670                          STATION RECOVERY (2001)
 NF0670
 NF0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0945 ***********************************************************************
 NF0945  DESIGNATION -  658
 NF0945  PID         -  NF0945
 NF0945  STATE/COUNTY-  MI/ALLEGAN
 NF0945  USGS QUAD   -  ALLEGAN (1981)
 NF0945
 NF0945                         *CURRENT SURVEY CONTROL
 NF0945  ___________________________________________________________________
 NF0945* NAD 83(1986)-  42 31 42.     (N)    085 51 08.     (W)     SCALED    
 NF0945* NAVD 88     -       200.359  (meters)     657.34   (feet)  ADJUSTED  
 NF0945  ___________________________________________________________________
 NF0945  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF0945  DYNAMIC HT  -         200.305 (meters)     657.17  (feet)  COMP
 NF0945  MODELED GRAV-     980,344.1   (mgal)                       NAVD 88
 NF0945
 NF0945  VERT ORDER  -  SECOND    CLASS 0
 NF0945
 NF0945.The horizontal coordinates were scaled from a topographic map and have
 NF0945.an estimated accuracy of +/- 6 seconds.
 NF0945
 NF0945.The orthometric height was determined by differential leveling
 NF0945.and adjusted by the National Geodetic Survey in June 1991..
 NF0945
 NF0945.The geoid height was determined by GEOID03.
 NF0945
 NF0945.The dynamic height is computed by dividing the NAVD 88
 NF0945.geopotential number by the normal gravity value computed on the
 NF0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0945.degrees latitude (g = 980.6199 gals.).
 NF0945
 NF0945.The modeled gravity was interpolated from observed gravity values.
 NF0945
 NF0945;                    North         East    Units  Estimated Accuracy
 NF0945;SPC MI S     -   115,300.    3,877,960.      MT  (+/- 180 meters Scaled)
 NF0945
 NF0945                          SUPERSEDED SURVEY CONTROL
 NF0945
 NF0945  NGVD 29 (??/??/92)  200.496  (m)          657.79   (f) ADJ UNCH    2 0
 NF0945
 NF0945.Superseded values are not recommended for survey control.
 NF0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0945.See file dsdata.txt to determine how the superseded data were derived.
 NF0945
 NF0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN942090(NAD 83)
 NF0945_MARKER: DD = SURVEY DISK
 NF0945_SETTING: 66 = SET IN ROCK OUTCROP
 NF0945_SP_SET: STONE
 NF0945_STAMPING: MICH 658 1929
 NF0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF0945+STABILITY: POSITION/ELEVATION WELL
 NF0945
 NF0945  HISTORY     - Date     Condition        Report By
 NF0945  HISTORY     - 1929     MONUMENTED       USGS
 NF0945  HISTORY     - 1948     GOOD             NGS
 NF0945  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0945
 NF0945                          STATION DESCRIPTION
 NF0945
 NF0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0945'AT ALLEGAN.
 NF0945'AT ALLEGAN, NEAR THE SOUTHWEST CORNER OF THE COURT HOUSE LAWN, 40
 NF0945'FEET EAST OF THE EAST CURB OF WALNUT STREET, 99 FEET NORTH OF THE
 NF0945'NORTH CURB OF HUBBARD STREET, 119 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NF0945'CORNER OF THE COURT HOUSE, SET IN THE TOP OF A 1 1/2 BY 2-FOOT
 NF0945'STONE PROJECTING ABOUT 2 FEET ABOVE THE GROUND.
 NF0945
 NF0945                          STATION RECOVERY (1997)
 NF0945
 NF0945'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0816 ***********************************************************************
 ME0816  DESIGNATION -  660.8
 ME0816  PID         -  ME0816
 ME0816  STATE/COUNTY-  MI/BERRIEN
 ME0816  USGS QUAD   -  BRIDGMAN (1978)
 ME0816
 ME0816                         *CURRENT SURVEY CONTROL
 ME0816  ___________________________________________________________________
 ME0816* NAD 83(1986)-  41 59 08.     (N)    086 32 07.     (W)     SCALED    
 ME0816* NAVD 88     -       201.42   (+/-2cm)     660.8    (feet)  VERTCON   
 ME0816  ___________________________________________________________________
 ME0816  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 ME0816
 ME0816  VERT ORDER  -  ? (See Below)
 ME0816
 ME0816.The horizontal coordinates were scaled from a topographic map and have
 ME0816.an estimated accuracy of +/- 6 seconds.
 ME0816
 ME0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME0816.The vertical order pertains to the NGVD 29 superseded value.
 ME0816
 ME0816.The geoid height was determined by GEOID03.
 ME0816
 ME0816;                    North         East    Units  Estimated Accuracy
 ME0816;SPC MI S     -    56,250.    3,820,300.      MT  (+/- 180 meters Scaled)
 ME0816
 ME0816                          SUPERSEDED SURVEY CONTROL
 ME0816
 ME0816  NGVD 29 (??/??/92)  201.557  (m)          661.27   (f) ADJ UNCH    ?  
 ME0816
 ME0816.Superseded values are not recommended for survey control.
 ME0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0816.See file dsdata.txt to determine how the superseded data were derived.
 ME0816
 ME0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM384482(NAD 83)
 ME0816_MARKER: N = NAIL
 ME0816_SETTING: 30 = SET IN A LIGHT STRUCTURE
 ME0816_SP_SET: TREE
 ME0816_STAMPING: USGS BM
 ME0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME0816
 ME0816  HISTORY     - Date     Condition        Report By
 ME0816  HISTORY     - UNK      MONUMENTED       USGS
 ME0816  HISTORY     - 1934     GOOD             NGS
 ME0816  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0816
 ME0816                          STATION DESCRIPTION
 ME0816
 ME0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0816'2.1 MI S FROM STEVENSVILLE.
 ME0816'THE STATION BY RAIL ON THE CHICAGO AND GRAND RAPIDS DIVISION
 ME0816'OF THE PERE MARQUETTE RAILWAY, 5 1/2 RAILS SOUTH OF MP NO. C 87,
 ME0816'60 FEET WEST OF THE WEST RAIL AT THE CENTER OF THE CROSSING
 ME0816'OF DIRT ROAD, 30 FEET NORTH OF THE CENTER LINE OF DIRT ROAD, 30
 ME0816'FEET WEST OF BARBED WIRE FENCE CORNER, IN THE FENCE LINE, ON THE
 ME0816'WEST SIDE OF A 10 INCH MAPLE TREE, A COPPER NAIL AND WASHER,
 ME0816'LEVEL WITH THE GROUND.  STAMPED USGS BM.
 ME0816
 ME0816                          STATION RECOVERY (1985)
 ME0816
 ME0816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0861 ***********************************************************************
 RL0861  DESIGNATION -  667.8
 RL0861  PID         -  RL0861
 RL0861  STATE/COUNTY-  MI/ONTONAGON
 RL0861  USGS QUAD   -  
 RL0861
 RL0861                         *CURRENT SURVEY CONTROL
 RL0861  ___________________________________________________________________
 RL0861* NAD 83(1986)-  46 43 13.     (N)    089 12 27.     (W)     SCALED    
 RL0861* NAVD 88     -       203.627  (meters)     668.07   (feet)  ADJUSTED  
 RL0861  ___________________________________________________________________
 RL0861  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL0861  DYNAMIC HT  -         203.650 (meters)     668.14  (feet)  COMP
 RL0861  MODELED GRAV-     980,724.5   (mgal)                       NAVD 88
 RL0861
 RL0861  VERT ORDER  -  SECOND    CLASS 0
 RL0861
 RL0861.The horizontal coordinates were scaled from a topographic map and have
 RL0861.an estimated accuracy of +/- 6 seconds.
 RL0861
 RL0861.The orthometric height was determined by differential leveling
 RL0861.and adjusted by the National Geodetic Survey in June 1991..
 RL0861
 RL0861.The geoid height was determined by GEOID03.
 RL0861
 RL0861.The dynamic height is computed by dividing the NAVD 88
 RL0861.geopotential number by the normal gravity value computed on the
 RL0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0861.degrees latitude (g = 980.6199 gals.).
 RL0861
 RL0861.The modeled gravity was interpolated from observed gravity values.
 RL0861
 RL0861;                    North         East    Units  Estimated Accuracy
 RL0861;SPC MI N     -   217,630.    7,831,270.      MT  (+/- 180 meters Scaled)
 RL0861
 RL0861                          SUPERSEDED SURVEY CONTROL
 RL0861
 RL0861  NGVD 29 (??/??/92)  203.642  (m)          668.12   (f) ADJ UNCH    2 0
 RL0861
 RL0861.Superseded values are not recommended for survey control.
 RL0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0861.See file dsdata.txt to determine how the superseded data were derived.
 RL0861
 RL0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS313764(NAD 83)
 RL0861_MARKER: S = SPIKE
 RL0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0861_SP_SET: ELM TREE
 RL0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0861
 RL0861  HISTORY     - Date     Condition        Report By
 RL0861  HISTORY     - UNK      MONUMENTED       USGS
 RL0861  HISTORY     - 1948     GOOD             NGS
 RL0861  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0861
 RL0861                          STATION DESCRIPTION
 RL0861
 RL0861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0861'2.2 MI SW FROM ROCKLAND.
 RL0861'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0861'ROCKLAND, THENCE 2.0 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0861'118 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BRIDGE OVER
 RL0861'ONTONAGON RIVER, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RL0861'1 FOOT BELOW THE LEVEL OF THE ROAD, A SPIKE IN THE EAST SIDE
 RL0861'OF A 30-INCH ELM TREE.
 RL0861
 RL0861                          STATION RECOVERY (2001)
 RL0861
 RL0861'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0297 ***********************************************************************
 OL0297  DESIGNATION -  67 ANC USGS
 OL0297  PID         -  OL0297
 OL0297  STATE/COUNTY-  MI/MASON
 OL0297  USGS QUAD   -  
 OL0297
 OL0297                         *CURRENT SURVEY CONTROL
 OL0297  ___________________________________________________________________
 OL0297* NAD 83(1986)-  43 57 24.     (N)    086 24 42.     (W)     SCALED    
 OL0297* NAVD 88     -       195.340  (meters)     640.88   (feet)  ADJUSTED  
 OL0297  ___________________________________________________________________
 OL0297  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OL0297  DYNAMIC HT  -         195.306 (meters)     640.77  (feet)  COMP
 OL0297  MODELED GRAV-     980,444.4   (mgal)                       NAVD 88
 OL0297
 OL0297  VERT ORDER  -  FIRST     CLASS II
 OL0297
 OL0297.This mark is at Mason County Airport (LDM)
 OL0297
 OL0297.The horizontal coordinates were scaled from a topographic map and have
 OL0297.an estimated accuracy of +/- 6 seconds.
 OL0297
 OL0297.The orthometric height was determined by differential leveling
 OL0297.and adjusted by the National Geodetic Survey in June 1991..
 OL0297
 OL0297.The geoid height was determined by GEOID03.
 OL0297
 OL0297.The dynamic height is computed by dividing the NAVD 88
 OL0297.geopotential number by the normal gravity value computed on the
 OL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0297.degrees latitude (g = 980.6199 gals.).
 OL0297
 OL0297.The modeled gravity was interpolated from observed gravity values.
 OL0297
 OL0297;                    North         East    Units  Estimated Accuracy
 OL0297;SPC MI C     -    73,190.    5,835,870.      MT  (+/- 180 meters Scaled)
 OL0297
 OL0297                          SUPERSEDED SURVEY CONTROL
 OL0297
 OL0297.No superseded survey control is available for this station.
 OL0297
 OL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP472672(NAD 83)
 OL0297_MARKER: DD = SURVEY DISK
 OL0297_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0297+WITH SETTING: PAVEMENT
 OL0297_SP_SET: CONCRETE FLOOR
 OL0297_STAMPING: 67 ANC 1954 641
 OL0297_MARK LOGO: USGS  
 OL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0297+STABILITY: SURFACE MOTION
 OL0297
 OL0297  HISTORY     - Date     Condition        Report By
 OL0297  HISTORY     - 1954     MONUMENTED       USGS
 OL0297  HISTORY     - 1984     GOOD             NGS
 OL0297  HISTORY     - 19950910 GOOD             USPSQD
 OL0297  HISTORY     - 19961024 GOOD             USPSQD
 OL0297  HISTORY     - 20010815 GOOD             NGS
 OL0297  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 OL0297
 OL0297                          STATION DESCRIPTION
 OL0297
 OL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0297'3.1 KM (1.95 MI) EAST FROM LUDINGTON.
 OL0297'2.9 KM (1.85 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0297'LUDINGTON, THENCE 0.1 KM (0.05 MI) NORTH ALONG THE ASPHALT ROAD
 OL0297'LEADING TO THE MASON COUNTY AIRPORT TERMINAL BUILDING, THENCE 0.1 KM
 OL0297'(0.05 MI) WEST ACROSS A GRASSY AREA TO THE THIRD HANGER BUILDING,
 OL0297'SOUTH OF THE TERMINAL BUILDING, SET IN TOP OF THE CONCRETE FLOOR NEAR
 OL0297'THE SOUTH EDGE OF THE BUILDING AND PROJECTS ABOUT 1 CENTIMETER,
 OL0297'99.66 METERS (327.0 FT) WEST OF THE CENTER OF THE ASPHALT ROAD LEADING
 OL0297'NORTH TO THE TERMINAL, 21.67 METERS (71.1 FT) EAST OF THE SOUTHWEST
 OL0297'CORNER OF THE THIRD HANGER SOUTH OF THE TERMINAL, 15.60 METERS
 OL0297'(51.2 FT) WEST OF THE SOUTHEAST CORNER OF THE HANGER, AND 0.15 METERS
 OL0297'(0.5 FT) NORTH OF THE SOUTH EDGE OF THE CONCRETE FLOOR OF THE HANGER
 OL0297'BUILDING WHICH EXTENDS 0.34 METERS (1.1 FT) SOUTH OF THE METAL DOOR.
 OL0297'THE MARK IS ABOVE LEVEL WITH CONCRETE APRON.
 OL0297
 OL0297                          STATION RECOVERY (1995)
 OL0297
 OL0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0297'RECOVERED IN GOOD CONDITION.
 OL0297
 OL0297                          STATION RECOVERY (1996)
 OL0297
 OL0297'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0297'RECOVERED IN GOOD CONDITION.
 OL0297
 OL0297                          STATION RECOVERY (2001)
 OL0297
 OL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0297
 OL0297                          STATION RECOVERY (2004)
 OL0297
 OL0297'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0070 ***********************************************************************
 OK0070  DESIGNATION -  672 MICH
 OK0070  PID         -  OK0070
 OK0070  STATE/COUNTY-  MI/SAGINAW
 OK0070  USGS QUAD   -  MERRILL (1973)
 OK0070
 OK0070                         *CURRENT SURVEY CONTROL
 OK0070  ___________________________________________________________________
 OK0070* NAD 83(1986)-  43 24 43.     (N)    084 19 48.     (W)     SCALED    
 OK0070* NAVD 88     -       204.335  (meters)     670.39   (feet)  ADJUSTED  
 OK0070  ___________________________________________________________________
 OK0070  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 OK0070  DYNAMIC HT  -         204.296 (meters)     670.26  (feet)  COMP
 OK0070  MODELED GRAV-     980,420.1   (mgal)                       NAVD 88
 OK0070
 OK0070  VERT ORDER  -  SECOND    CLASS 0
 OK0070
 OK0070.The horizontal coordinates were scaled from a topographic map and have
 OK0070.an estimated accuracy of +/- 6 seconds.
 OK0070
 OK0070.The orthometric height was determined by differential leveling
 OK0070.and adjusted by the National Geodetic Survey in June 1991..
 OK0070
 OK0070.The geoid height was determined by GEOID03.
 OK0070
 OK0070.The dynamic height is computed by dividing the NAVD 88
 OK0070.geopotential number by the normal gravity value computed on the
 OK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0070.degrees latitude (g = 980.6199 gals.).
 OK0070
 OK0070.The modeled gravity was interpolated from observed gravity values.
 OK0070
 OK0070;                    North         East    Units  Estimated Accuracy
 OK0070;SPC MI S     -   212,380.    4,002,970.      MT  (+/- 180 meters Scaled)
 OK0070
 OK0070                          SUPERSEDED SURVEY CONTROL
 OK0070
 OK0070  NGVD 29 (??/??/92)  204.506  (m)          670.95   (f) ADJ UNCH    2 0
 OK0070
 OK0070.Superseded values are not recommended for survey control.
 OK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0070.See file dsdata.txt to determine how the superseded data were derived.
 OK0070
 OK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP161100(NAD 83)
 OK0070_MARKER: P = PIPE CAP
 OK0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0070_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0070_STAMPING: 672 MICH
 OK0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0070
 OK0070  HISTORY     - Date     Condition        Report By
 OK0070  HISTORY     - UNK      MONUMENTED       USGS
 OK0070  HISTORY     - 1934     GOOD             NGS
 OK0070  HISTORY     - 1942     GOOD             USGS
 OK0070  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0070
 OK0070                          STATION DESCRIPTION
 OK0070
 OK0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0070'AT MERRILL.
 OK0070'AT MERRILL, SAGINAW COUNTY, 25 YARDS NORTHWEST OF THE NORTHWEST
 OK0070'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 42 FEET EAST
 OK0070'OF THE CENTERLINE OF COUNTY HIGHWAY 497, 40 FEET NORTH OF THE
 OK0070'NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.  A UNITED STATES
 OK0070'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 672 MICH AND RIVETED ON
 OK0070'THE TOP OF A 3-1/2 INCH IRON PIPE.
 OK0070
 OK0070                          STATION RECOVERY (1942)
 OK0070
 OK0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 OK0070'RECOVERED IN GOOD CONDITION.
 OK0070
 OK0070                          STATION RECOVERY (2001)
 OK0070
 OK0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0070'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI4959 ***********************************************************************
 AI4959  DESIGNATION -  67300
 AI4959  PID         -  AI4959
 AI4959  STATE/COUNTY-  MI/OSCEOLA
 AI4959  USGS QUAD   -  STANWOOD (1985)
 AI4959
 AI4959                         *CURRENT SURVEY CONTROL
 AI4959  ___________________________________________________________________
 AI4959* NAD 83(1986)-  43 52 25.     (N)    085 28 21.     (W)     SCALED    
 AI4959* NAVD 88     -       312.587  (meters)    1025.55   (feet)  ADJUSTED  
 AI4959  ___________________________________________________________________
 AI4959  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 AI4959  DYNAMIC HT  -         312.537 (meters)    1025.38  (feet)  COMP
 AI4959  MODELED GRAV-     980,451.4   (mgal)                       NAVD 88
 AI4959
 AI4959  VERT ORDER  -  FIRST     CLASS II
 AI4959
 AI4959.The horizontal coordinates were scaled from a topographic map and have
 AI4959.an estimated accuracy of +/- 6 seconds.
 AI4959
 AI4959.The orthometric height was determined by differential leveling
 AI4959.and adjusted by the National Geodetic Survey in January 2002..
 AI4959.No vertical observational check was made to the station.
 AI4959
 AI4959.The geoid height was determined by GEOID03.
 AI4959
 AI4959.The dynamic height is computed by dividing the NAVD 88
 AI4959.geopotential number by the normal gravity value computed on the
 AI4959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4959.degrees latitude (g = 980.6199 gals.).
 AI4959
 AI4959.The modeled gravity was interpolated from observed gravity values.
 AI4959
 AI4959;                    North         East    Units  Estimated Accuracy
 AI4959;SPC MI C     -    62,500.    5,911,110.      MT  (+/- 180 meters Scaled)
 AI4959
 AI4959                          SUPERSEDED SURVEY CONTROL
 AI4959
 AI4959.No superseded survey control is available for this station.
 AI4959
 AI4959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP227589(NAD 83)
 AI4959_MARKER: DD = SURVEY DISK
 AI4959_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 AI4959_STAMPING: 67300 1999
 AI4959_MARK LOGO: MIDT  
 AI4959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI4959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI4959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4959+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AI4959
 AI4959  HISTORY     - Date     Condition        Report By
 AI4959  HISTORY     - 1999     MONUMENTED       MIDT
 AI4959  HISTORY     - 20051024 GOOD             USPSQD
 AI4959
 AI4959                          STATION DESCRIPTION
 AI4959
 AI4959'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (ELM)
 AI4959'STATION IS IN QUAD.  430851.  IT IS LOCATED ABOUT 1-1/2 MILES EAST OF
 AI4959'REED CITY, MI.  IN THE SOUTHEAST 1/4 OF SECTION 11, T-17-N, R-10-W,
 AI4959'RICHMOND TOWNSHIP AND IN THE GRASSY AREA ON THE EAST SIDE OF THE WEST
 AI4959'FENCE LINE OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION MAINTENCE
 AI4959'GARAGE FACILITY LOCATED ALONG US HIGHWAY 10.  TO REACH THE STATION
 AI4959'FROM THE JUNCTION OF NEW US HIGHWAY 131 OVERPASS AND US HIGHWAY 10, GO
 AI4959'EASTERLY ALONG US HIGHWAY 10 FOR 4.7 KM (2.90 MI) TO THE MICHIGAN
 AI4959'DEPARTMENT OF TRANSPORTATION MAINTENANCE GARAGE ON THE LEFT.  TURN
 AI4959'LEFT PASSING THROUGH GATE AND GO NORTHERLY FOR APPROXIMATELY 60 M
 AI4959'(196.8 FT) TO THE MARK ON THE LEFT, BY THE WEST FENCE LINE.  STATION
 AI4959'IS A STANDARD MIDT 4-INCH CONCRETE BOUNDRY MARKER WITH A RIGHT-OF-WAY
 AI4959'CAP ATTACHED TO THE STEEL ROD AND EMBEDDED INTO THE MONUMENT SET IN
 AI4959'PLACE UNDER A 8-INCH METAL MONUMENT BOX WITH COVER.  IT IS 54.6 M
 AI4959'(179.1 FT) NORTH OF A CHAIN LINK FENCE, 19.8 M (65.0 FT) WEST OF THE
 AI4959'WEST EDGE OF ASPHALT DRIVE LEADING TO MAINTENANCE GARAGE, 16.9 M (55.4
 AI4959'FT) SOUTH 50 DEGREES WEST OF A MAGNETIC PK NAIL SET IN NW FACE OF A
 AI4959'10-INCH RED PINE TREE, 1.0 M (3.3 FT) EAST OF A CHAIN LINK FENCE, AND
 AI4959'0.2 M (0.7 FT) EAST OF A CARSONITE WITNESS POST. DESCRIBED BY THOMAS
 AI4959'W.  BENSON, MIDT.
 AI4959
 AI4959                          STATION RECOVERY (2005)
 AI4959
 AI4959'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AI4959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0101 ***********************************************************************
 OK0101  DESIGNATION -  679.94
 OK0101  PID         -  OK0101
 OK0101  STATE/COUNTY-  MI/SAGINAW
 OK0101  USGS QUAD   -  CHESANING WEST (1974)
 OK0101
 OK0101                         *CURRENT SURVEY CONTROL
 OK0101  ___________________________________________________________________
 OK0101* NAD 83(1986)-  43 08 35.     (N)    084 10 06.     (W)     SCALED    
 OK0101* NAVD 88     -       206.914  (meters)     678.85   (feet)  ADJUSTED  
 OK0101  ___________________________________________________________________
 OK0101  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 OK0101  DYNAMIC HT  -         206.871 (meters)     678.71  (feet)  COMP
 OK0101  MODELED GRAV-     980,403.4   (mgal)                       NAVD 88
 OK0101
 OK0101  VERT ORDER  -  SECOND    CLASS 0
 OK0101
 OK0101.The horizontal coordinates were scaled from a topographic map and have
 OK0101.an estimated accuracy of +/- 6 seconds.
 OK0101
 OK0101.The orthometric height was determined by differential leveling
 OK0101.and adjusted by the National Geodetic Survey in June 1991..
 OK0101
 OK0101.The geoid height was determined by GEOID03.
 OK0101
 OK0101.The dynamic height is computed by dividing the NAVD 88
 OK0101.geopotential number by the normal gravity value computed on the
 OK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0101.degrees latitude (g = 980.6199 gals.).
 OK0101
 OK0101.The modeled gravity was interpolated from observed gravity values.
 OK0101
 OK0101;                    North         East    Units  Estimated Accuracy
 OK0101;SPC MI S     -   182,530.    4,016,130.      MT  (+/- 180 meters Scaled)
 OK0101
 OK0101                          SUPERSEDED SURVEY CONTROL
 OK0101
 OK0101  NGVD 29 (??/??/92)  207.075  (m)          679.38   (f) ADJ UNCH    2 0
 OK0101
 OK0101.Superseded values are not recommended for survey control.
 OK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0101.See file dsdata.txt to determine how the superseded data were derived.
 OK0101
 OK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN302805(NAD 83)
 OK0101_MARKER: Q = CHISELED SQUARE
 OK0101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0101_SP_SET: SIDEWALK
 OK0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0101
 OK0101  HISTORY     - Date     Condition        Report By
 OK0101  HISTORY     - UNK      MONUMENTED       USGS
 OK0101  HISTORY     - 1934     GOOD             NGS
 OK0101  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0101  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0101
 OK0101                          STATION DESCRIPTION
 OK0101
 OK0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0101'AT OAKLEY.
 OK0101'AT OAKLEY.  SAGINAW COUNTY, AT THE SOUTHEAST ANGLE OF THE
 OK0101'INTERSECTION OF STATE HIGHWAY 47 AND COUNTY HIGHWAY 487, ON THE
 OK0101'NORTHWEST CORNER OF THE NORTH END OF THE EAST SIDEWALK OF STATE
 OK0101'HIGHWAY 47, 36.8 FEET EAST OF THE EAST CENTERLINE OF COUNTY
 OK0101'HIGHWAY 487, 28.2 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 OK0101'47, AND 3 FEET EAST OF POWER TRANSMISSION LINE POLE.  A CHISELED
 OK0101'SQUARE.
 OK0101
 OK0101                          STATION RECOVERY (2001)
 OK0101
 OK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0101
 OK0101                          STATION RECOVERY (2001)
 OK0101
 OK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0101'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0055 ***********************************************************************
 OL0055  DESIGNATION -  688.7
 OL0055  PID         -  OL0055
 OL0055  STATE/COUNTY-  MI/MUSKEGON
 OL0055  USGS QUAD   -  TWIN LAKE (1985)
 OL0055
 OL0055                         *CURRENT SURVEY CONTROL
 OL0055  ___________________________________________________________________
 OL0055* NAD 83(1986)-  43 21 47.     (N)    086 09 47.     (W)     SCALED    
 OL0055* NAVD 88     -       209.638  (meters)     687.79   (feet)  ADJUSTED  
 OL0055  ___________________________________________________________________
 OL0055  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OL0055  DYNAMIC HT  -         209.595 (meters)     687.65  (feet)  COMP
 OL0055  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OL0055
 OL0055  VERT ORDER  -  SECOND    CLASS 0
 OL0055
 OL0055.The horizontal coordinates were scaled from a topographic map and have
 OL0055.an estimated accuracy of +/- 6 seconds.
 OL0055
 OL0055.The orthometric height was determined by differential leveling
 OL0055.and adjusted by the National Geodetic Survey in June 1991..
 OL0055
 OL0055.The geoid height was determined by GEOID03.
 OL0055
 OL0055.The dynamic height is computed by dividing the NAVD 88
 OL0055.geopotential number by the normal gravity value computed on the
 OL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0055.degrees latitude (g = 980.6199 gals.).
 OL0055
 OL0055.The modeled gravity was interpolated from observed gravity values.
 OL0055
 OL0055;                    North         East    Units  Estimated Accuracy
 OL0055;SPC MI S     -   208,500.    3,854,410.      MT  (+/- 180 meters Scaled)
 OL0055
 OL0055                          SUPERSEDED SURVEY CONTROL
 OL0055
 OL0055  NGVD 29 (??/??/92)  209.763  (m)          688.20   (f) ADJ UNCH    2 0
 OL0055
 OL0055.Superseded values are not recommended for survey control.
 OL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0055.See file dsdata.txt to determine how the superseded data were derived.
 OL0055
 OL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP678014(NAD 83)
 OL0055_MARKER: Q = CHISELED SQUARE
 OL0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OL0055_SP_SET: BUILDING
 OL0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0055
 OL0055  HISTORY     - Date     Condition        Report By
 OL0055  HISTORY     - UNK      MONUMENTED       USGS
 OL0055  HISTORY     - 1934     GOOD             NGS
 OL0055  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0055
 OL0055                          STATION DESCRIPTION
 OL0055
 OL0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0055'AT TWIN LAKE.
 OL0055'AT TWIN LAKE, MUSKEGON COUNTY, 120 FEET SOUTHEAST OF THE INTERSECTION
 OL0055'OF STATE HIGHWAY 20 AND A ROAD, AT THE NORTHWEST CORNER OF THE
 OL0055'G.O. OSLAND BRICK STORE, AND 6 INCHES FROM THE END OF THE STEP.
 OL0055'A CHISELED SQUARE.
 OL0055
 OL0055                          STATION RECOVERY (1987)
 OL0055
 OL0055'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1301 ***********************************************************************
 RJ1301  DESIGNATION -  69 C6M 005
 RJ1301  PID         -  RJ1301
 RJ1301  STATE/COUNTY-  MI/CHIPPEWA
 RJ1301  USGS QUAD   -  OAK RIDGE (1976)
 RJ1301
 RJ1301                         *CURRENT SURVEY CONTROL
 RJ1301  ___________________________________________________________________
 RJ1301* NAD 83(1994)-  46 19 30.40290(N)    084 11 02.17634(W)     ADJUSTED  
 RJ1301* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 RJ1301  ___________________________________________________________________
 RJ1301  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 RJ1301  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ1301
 RJ1301  HORZ ORDER  -  SECOND
 RJ1301
 RJ1301.The horizontal coordinates were established by classical geodetic methods
 RJ1301.and adjusted by the National Geodetic Survey in February 1997..
 RJ1301
 RJ1301.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1301
 RJ1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1301
 RJ1301.The geoid height was determined by GEOID03.
 RJ1301
 RJ1301;                    North         East     Units Scale Factor Converg.
 RJ1301;SPC MI N     -   175,210.752 8,216,793.689   MT  0.99990308   +2 02 07.5
 RJ1301;SPC MI N     -   574,838.43 26,957,984.54   iFT  0.99990308   +2 02 07.5
 RJ1301;UTM  16      - 5,134,025.118   716,769.635   MT  1.00017765   +2 02 15.2
 RJ1301
 RJ1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1301!SPC MI N     -   0.99997781  x   0.99990308  =   0.99988090
 RJ1301!UTM  16      -   0.99997781  x   1.00017765  =   1.00015546
 RJ1301
 RJ1301                          SUPERSEDED SURVEY CONTROL
 RJ1301
 RJ1301  NAD 83(1986)-  46 19 30.39452(N)    084 11 02.17331(W) AD(       ) 2
 RJ1301  NGVD 29 (05/22/90)  178.1    (m)          584.     (f) VERT ANG       
 RJ1301
 RJ1301.Superseded values are not recommended for survey control.
 RJ1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1301.See file dsdata.txt to determine how the superseded data were derived.
 RJ1301
 RJ1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1677034025(NAD 83)
 RJ1301_MARKER: DS = TRIANGULATION STATION DISK
 RJ1301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1301+STABILITY: SURFACE MOTION
 RJ1301
 RJ1301  HISTORY     - Date     Condition        Report By
 RJ1301  HISTORY     - 1988     MONUMENTED       USE
 RJ1301
 RJ1301                          STATION DESCRIPTION
 RJ1301
 RJ1301'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1301'THE STATION IS LOCATED ABOUT 31.2 KM (19.4 MI) SOUTHEAST OF SAULT STE
 RJ1301'MARIE,
 RJ1301'34.3 KM (21.3 MI) EAST-NORTHEAST OF RUDYARD,
 RJ1301'42.8 KM (26.6 MI) NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ1301'AT THE NORTHWEST END OF NEEBISH ISLAND IN GOVT LOT 2, SEC 4,
 RJ1301'T45N-R2E.
 RJ1301'OWNERSHIP---MICHIGAN STATE UNIVERSITY, BOARD OF AGRICULTURE.
 RJ1301'
 RJ1301'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO
 RJ1301'EAST FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE,
 RJ1301'TURN LEFT AND GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE
 RJ1301'BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE
 RJ1301'TURN RIGHT ONTO A GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT
 RJ1301'LAUNCH.
 RJ1301'TRAVEL BY BOAT UPRIVER FOR 20 MINUTES AROUND SAND ISLAND
 RJ1301'TO THE NORTHWEST END OF NEEBISH ISLAND WHERE THE
 RJ1301'STATION IS LOCATED.
 RJ1301'
 RJ1301'THE STATION IS A STANDARD COE DISK
 RJ1301'THAT IS
 RJ1301'STAMPED---C6M-005 1988---,
 RJ1301'SET INTO A ROUND CONCRETE MONUMENT
 RJ1301'FLUSH WITH THE GROUND,  LOCATED
 RJ1301'30.5 METERS (100 FT) SOUTH FROM SHORE UNDER METAL TRIPOD WITH
 RJ1301'ORANGE BOARDS.
 RJ1301'
 RJ1301'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0901 ***********************************************************************
 QK0901  DESIGNATION -  69200
 QK0901  PID         -  QK0901
 QK0901  STATE/COUNTY-  MI/OTSEGO
 QK0901  USGS QUAD   -  GAYLORD (1986)
 QK0901
 QK0901                         *CURRENT SURVEY CONTROL
 QK0901  ___________________________________________________________________
 QK0901* NAD 83(1994)-  45 01 37.78351(N)    084 41 16.98746(W)     ADJUSTED  
 QK0901* NAVD 88     -       415.0    (meters)    1362.     (feet)  GPS OBS   
 QK0901  ___________________________________________________________________
 QK0901  X           -     418,057.761 (meters)                     COMP
 QK0901  Y           -  -4,496,331.380 (meters)                     COMP
 QK0901  Z           -   4,489,751.244 (meters)                     COMP
 QK0901  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 QK0901  ELLIP HEIGHT-         380.08  (meters)          (07/17/02) GPS OBS
 QK0901  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 QK0901
 QK0901  HORZ ORDER  -  FIRST
 QK0901  ELLP ORDER  -  FOURTH    CLASS I
 QK0901
 QK0901.The horizontal coordinates were established by GPS observations
 QK0901.and adjusted by the National Geodetic Survey in February 1997..
 QK0901
 QK0901.The orthometric height was determined by GPS observations and a
 QK0901.high-resolution geoid model.
 QK0901
 QK0901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0901
 QK0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0901
 QK0901.The ellipsoidal height was determined by GPS observations
 QK0901.and is referenced to NAD 83.
 QK0901
 QK0901.The geoid height was determined by GEOID03.
 QK0901
 QK0901;                    North         East     Units Scale Factor Converg.
 QK0901;SPC MI C     -   190,120.347 5,974,674.004   MT  0.99991377   -0 13 37.3
 QK0901;SPC MI C     -   623,754.42 19,601,948.83   iFT  0.99991377   -0 13 37.3
 QK0901;UTM  16      - 4,988,568.038   682,130.771   MT  1.00000790   +1 38 09.7
 QK0901
 QK0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0901!SPC MI C     -   0.99994041  x   0.99991377  =   0.99985419
 QK0901!UTM  16      -   0.99994041  x   1.00000790  =   0.99994831
 QK0901
 QK0901                          SUPERSEDED SURVEY CONTROL
 QK0901
 QK0901  ELLIP H (02/03/97)  380.12   (m)                       GP(       ) 4 1
 QK0901  NAD 83(1986)-  45 01 37.77716(N)    084 41 16.99289(W) AD(       ) 1
 QK0901
 QK0901.Superseded values are not recommended for survey control.
 QK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0901.See file dsdata.txt to determine how the superseded data were derived.
 QK0901
 QK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8213188568(NAD 83)
 QK0901_MARKER: A = ALUMINUM MARKER
 QK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0901_SP_SET: CONCRETE POST
 QK0901_STAMPING: 69200 1991
 QK0901_MARK LOGO: MIDT  
 QK0901_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0901+STABILITY: SURFACE MOTION
 QK0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0901+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 QK0901
 QK0901  HISTORY     - Date     Condition        Report By
 QK0901  HISTORY     - 1991     MONUMENTED       MIDT
 QK0901  HISTORY     - 19960811 GOOD             USPSQD
 QK0901  HISTORY     - 20030215 GOOD             USPSQD
 QK0901
 QK0901                          STATION DESCRIPTION
 QK0901
 QK0901'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0901'STATION IS LOCATED IN QUAD. 450844.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0901'SECTION 33, T-31-N, R-3-W, LIVINGSTON TOWNSHIP, ON INTERSTATE 75
 QK0901'RIGHT-OF-WAY, ON THE GAYLORD QUADRANGLE MAP AND AT THE WEST SIDE OF
 QK0901'GAYLORD.
 QK0901'$
 QK0901'STATION IS IN THE MEDIAN OF INTERSTATE HIGHWAY 75 SOUTHBOUND AT THE
 QK0901'JUNCTION OF STATE HIGHWAY M-32. IT IS 25.0 FT (7.6 MT)  SOUTH FROM
 QK0901'THE SOUTHEAST BRIDGE ABUTMENT ON THE SOUTHBOUND SIDE OF I-75, 22.5 FT
 QK0901'(6.9 MT) EAST FROM THE CENTER OF SOUTHBOUND I-75, 4.5 FT (1.4 MT)
 QK0901'EAST OF A GUARDRAIL, AND 1.75 FT (0.53 MT) WEST FROM A METAL WITNESS
 QK0901'POST.
 QK0901
 QK0901                          STATION RECOVERY (1996)
 QK0901
 QK0901'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0901'RECOVERED IN GOOD CONDITION.
 QK0901
 QK0901                          STATION RECOVERY (2003)
 QK0901
 QK0901'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0901'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0902 ***********************************************************************
 QK0902  DESIGNATION -  69201
 QK0902  PID         -  QK0902
 QK0902  STATE/COUNTY-  MI/OTSEGO
 QK0902  USGS QUAD   -  GAYLORD (1986)
 QK0902
 QK0902                         *CURRENT SURVEY CONTROL
 QK0902  ___________________________________________________________________
 QK0902* NAD 83(1994)-  45 01 39.93923(N)    084 44 58.35253(W)     ADJUSTED  
 QK0902* NAVD 88     -       410.6    (meters)    1347.     (feet)  GPS OBS   
 QK0902  ___________________________________________________________________
 QK0902  X           -     413,227.438 (meters)                     COMP
 QK0902  Y           -  -4,496,727.572 (meters)                     COMP
 QK0902  Z           -   4,489,795.267 (meters)                     COMP
 QK0902  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 QK0902  ELLIP HEIGHT-         375.82  (meters)          (07/17/02) GPS OBS
 QK0902  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 QK0902
 QK0902  HORZ ORDER  -  FIRST
 QK0902  ELLP ORDER  -  FOURTH    CLASS I
 QK0902
 QK0902.The horizontal coordinates were established by GPS observations
 QK0902.and adjusted by the National Geodetic Survey in February 1997..
 QK0902
 QK0902.The orthometric height was determined by GPS observations and a
 QK0902.high-resolution geoid model.
 QK0902
 QK0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0902
 QK0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0902
 QK0902.The ellipsoidal height was determined by GPS observations
 QK0902.and is referenced to NAD 83.
 QK0902
 QK0902.The geoid height was determined by GEOID03.
 QK0902
 QK0902;                    North         East     Units Scale Factor Converg.
 QK0902;SPC MI C     -   190,207.925 5,969,828.757   MT  0.99991379   -0 16 13.7
 QK0902;SPC MI C     -   624,041.75 19,586,052.35   iFT  0.99991379   -0 16 13.7
 QK0902;UTM  16      - 4,988,498.046   677,284.835   MT  0.99998648   +1 35 33.0
 QK0902
 QK0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0902!SPC MI C     -   0.99994108  x   0.99991379  =   0.99985488
 QK0902!UTM  16      -   0.99994108  x   0.99998648  =   0.99992756
 QK0902
 QK0902                          SUPERSEDED SURVEY CONTROL
 QK0902
 QK0902  ELLIP H (02/03/97)  375.87   (m)                       GP(       ) 4 1
 QK0902  NAD 83(1986)-  45 01 39.93248(N)    084 44 58.35864(W) AD(       ) 1
 QK0902
 QK0902.Superseded values are not recommended for survey control.
 QK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0902.See file dsdata.txt to determine how the superseded data were derived.
 QK0902
 QK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7728588498(NAD 83)
 QK0902_MARKER: A = ALUMINUM MARKER
 QK0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0902_SP_SET: CONCRETE POST
 QK0902_STAMPING: 69201 1991
 QK0902_MARK LOGO: MIDT  
 QK0902_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0902+STABILITY: SURFACE MOTION
 QK0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0902+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0902
 QK0902  HISTORY     - Date     Condition        Report By
 QK0902  HISTORY     - 1991     MONUMENTED       MIDT
 QK0902  HISTORY     - 19960812 GOOD             USPSQD
 QK0902
 QK0902                          STATION DESCRIPTION
 QK0902
 QK0902'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0902'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0902'SECTION 36, T-31-N, R-4-W, ELMIRA TOWNSHIP, ON STATE ROUTE M-32
 QK0902'RIGHT-OF-WAY AND ON THE GAYLORD QUADRANGLE MAP.  IT IS ABOUT 17-3/4
 QK0902'MILES NORTHEAST OF MANCELONA, 12-3/4 MILES SOUTHWEST OF BOYNE FALLS,
 QK0902'3-1/2 MILES WEST OF GAYLORD AND NEAR RESIDENCE OF 3722 WEST M-32,
 QK0902'GAYLORD, MICHIGAN.
 QK0902'$
 QK0902'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE ROUTE
 QK0902'M-32 AT THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 3.1 MI
 QK0902'(5.0 KM)  TO STATION ON THE RIGHT AS DESCRIBED.
 QK0902'$
 QK0902'STATION IS 100 FT (30.5 MT)  SOUTH FROM THE SOUTHEAST CORNER OF GARAGE
 QK0902'AT RESIDENCE 3722 IN LINE WITH NORTH-SOUTH FENCE, 75 FT (22.9 MT)
 QK0902'EAST FROM CENTER OF GRAVEL DRIVE, 31 FT (9.4 MT) NORTH FROM CENTER OF
 QK0902'M-32 AND 1.7 FT (0.5 MT) SOUTHEAST FROM METAL WITNESS POST WITH SIGN.
 QK0902
 QK0902                          STATION RECOVERY (1996)
 QK0902
 QK0902'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0903 ***********************************************************************
 QK0903  DESIGNATION -  69202
 QK0903  PID         -  QK0903
 QK0903  STATE/COUNTY-  MI/OTSEGO
 QK0903  USGS QUAD   -  ELMIRA (1986)
 QK0903
 QK0903                         *CURRENT SURVEY CONTROL
 QK0903  ___________________________________________________________________
 QK0903* NAD 83(1994)-  45 03 40.00845(N)    084 46 33.14071(W)     ADJUSTED  
 QK0903* NAVD 88     -       400.9    (meters)    1315.     (feet)  GPS OBS   
 QK0903  ___________________________________________________________________
 QK0903  X           -     410,921.477 (meters)                     COMP
 QK0903  Y           -  -4,494,297.948 (meters)                     COMP
 QK0903  Z           -   4,492,407.454 (meters)                     COMP
 QK0903  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 QK0903  ELLIP HEIGHT-         366.12  (meters)          (07/17/02) GPS OBS
 QK0903  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 QK0903
 QK0903  HORZ ORDER  -  FIRST
 QK0903  ELLP ORDER  -  FOURTH    CLASS I
 QK0903
 QK0903.The horizontal coordinates were established by GPS observations
 QK0903.and adjusted by the National Geodetic Survey in February 1997..
 QK0903
 QK0903.The orthometric height was determined by GPS observations and a
 QK0903.high-resolution geoid model.
 QK0903
 QK0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0903
 QK0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0903
 QK0903.The ellipsoidal height was determined by GPS observations
 QK0903.and is referenced to NAD 83.
 QK0903
 QK0903.The geoid height was determined by GEOID03.
 QK0903
 QK0903;                    North         East     Units Scale Factor Converg.
 QK0903;SPC MI C     -   193,924.250 5,967,772.621   MT  0.99991481   -0 17 20.6
 QK0903;SPC MI C     -   636,234.42 19,579,306.50   iFT  0.99991481   -0 17 20.6
 QK0903;UTM  16      - 4,992,145.792   675,108.797   MT  0.99997705   +1 34 29.2
 QK0903
 QK0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0903!SPC MI C     -   0.99994260  x   0.99991481  =   0.99985742
 QK0903!UTM  16      -   0.99994260  x   0.99997705  =   0.99991965
 QK0903
 QK0903                          SUPERSEDED SURVEY CONTROL
 QK0903
 QK0903  NAD 83(1986)-  45 03 40.00294(N)    084 46 33.14323(W) AD(       ) 1
 QK0903
 QK0903.Superseded values are not recommended for survey control.
 QK0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0903.See file dsdata.txt to determine how the superseded data were derived.
 QK0903
 QK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7510992146(NAD 83)
 QK0903_MARKER: A = ALUMINUM MARKER
 QK0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0903_SP_SET: CONCRETE POST
 QK0903_STAMPING: 69202 1991
 QK0903_MARK LOGO: MIDT  
 QK0903_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0903+STABILITY: SURFACE MOTION
 QK0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0903+SATELLITE: SATELLITE OBSERVATIONS - 1991
 QK0903
 QK0903  HISTORY     - Date     Condition        Report By
 QK0903  HISTORY     - 1991     MONUMENTED       MIDT
 QK0903  HISTORY     - 19960812 GOOD             USPSQD
 QK0903
 QK0903                          STATION DESCRIPTION
 QK0903
 QK0903'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0903'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0903'SECTION 23, T-31-N, R-4-W, ELMIRA TOWNSHIP, AND ON ELMIRA QUADRANGLE
 QK0903'MAP.  IT IS ABOUT 17-3/4 MILES NORTHEAST FROM MANCELONA, 10 MILES
 QK0903'(16.1 KM) SOUTHEAST FROM BOYNE FALLS, 5-1/2 MILES WEST FROM GAYLORD
 QK0903'AND ON COUNTY ROAD RIGHT-OF-WAY.
 QK0903'$
 QK0903'TO REACH FROM THE JUNCTION OF INTERSTATE I-75 AND STATE ROUTE M-32 AT
 QK0903'THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 4.4 MI (7.1 KM)  TO A
 QK0903'CURVE NORTH.  CONTINUE NORTH ON M-32 FOR 2.1 MI (3.4 KM)  TO A CURVE
 QK0903'BACK WEST AND HALLOCK ROAD ON RIGHT.  GO NORTH ON HALLOCK ROAD FOR
 QK0903'0.1 MI (0.2 KM)  TO A ROAD WEST GOING BACK TO M-32 AND THE STATION ON
 QK0903'RIGHT AS DESCRIBED.
 QK0903'$
 QK0903'STATION IS 106 FT (32.3 MT) NORTHEAST FROM A UTILITY POLE, 67 FT
 QK0903'(20.4 MT) SOUTHEAST FROM A UTILITY POLE, 15 FT (4.6 MT) EAST FROM THE
 QK0903'CENTER OF HALLOCK ROAD, 6 FT (1.8 MT) WEST OF METAL WITNESS POST AND
 QK0903'1 FT (0.3 MT) SOUTH OF EXTENDED CENTER OF ROAD WEST.
 QK0903
 QK0903                          STATION RECOVERY (1996)
 QK0903
 QK0903'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0904 ***********************************************************************
 QK0904  DESIGNATION -  69203
 QK0904  PID         -  QK0904
 QK0904  STATE/COUNTY-  MI/OTSEGO
 QK0904  USGS QUAD   -  ELMIRA (1986)
 QK0904
 QK0904                         *CURRENT SURVEY CONTROL
 QK0904  ___________________________________________________________________
 QK0904* NAD 83(1994)-  45 04 20.27215(N)    084 46 33.82833(W)     ADJUSTED  
 QK0904* NAVD 88     -       394.9    (meters)    1296.     (feet)  GPS OBS   
 QK0904  ___________________________________________________________________
 QK0904  X           -     410,825.983 (meters)                     COMP
 QK0904  Y           -  -4,493,418.723 (meters)                     COMP
 QK0904  Z           -   4,493,281.076 (meters)                     COMP
 QK0904  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 QK0904  ELLIP HEIGHT-         360.04  (meters)          (07/17/02) GPS OBS
 QK0904  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 QK0904
 QK0904  HORZ ORDER  -  FIRST
 QK0904  ELLP ORDER  -  FOURTH    CLASS I
 QK0904
 QK0904.The horizontal coordinates were established by GPS observations
 QK0904.and adjusted by the National Geodetic Survey in February 1997..
 QK0904
 QK0904.The orthometric height was determined by GPS observations and a
 QK0904.high-resolution geoid model.
 QK0904
 QK0904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0904
 QK0904.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0904
 QK0904.The ellipsoidal height was determined by GPS observations
 QK0904.and is referenced to NAD 83.
 QK0904
 QK0904.The geoid height was determined by GEOID03.
 QK0904
 QK0904;                    North         East     Units Scale Factor Converg.
 QK0904;SPC MI C     -   195,167.157 5,967,763.852   MT  0.99991523   -0 17 21.1
 QK0904;SPC MI C     -   640,312.19 19,579,277.73   iFT  0.99991523   -0 17 21.1
 QK0904;UTM  16      - 4,993,387.833   675,059.601   MT  0.99997683   +1 34 29.8
 QK0904
 QK0904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0904!SPC MI C     -   0.99994355  x   0.99991523  =   0.99985879
 QK0904!UTM  16      -   0.99994355  x   0.99997683  =   0.99992039
 QK0904
 QK0904                          SUPERSEDED SURVEY CONTROL
 QK0904
 QK0904  ELLIP H (02/03/97)  360.08   (m)                       GP(       ) 4 1
 QK0904  NAD 83(1986)-  45 04 20.26534(N)    084 46 33.83448(W) AD(       ) 1
 QK0904
 QK0904.Superseded values are not recommended for survey control.
 QK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0904.See file dsdata.txt to determine how the superseded data were derived.
 QK0904
 QK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7506093388(NAD 83)
 QK0904_MARKER: A = ALUMINUM MARKER
 QK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0904_SP_SET: CONCRETE POST
 QK0904_STAMPING: 69203 1991
 QK0904_MARK LOGO: MIDT  
 QK0904_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QK0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0904+STABILITY: SURFACE MOTION
 QK0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0904+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 QK0904
 QK0904  HISTORY     - Date     Condition        Report By
 QK0904  HISTORY     - 1991     MONUMENTED       MIDT
 QK0904  HISTORY     - 19960812 GOOD             USPSQD
 QK0904  HISTORY     - 20030903 GOOD             WOOLPT
 QK0904
 QK0904                          STATION DESCRIPTION
 QK0904
 QK0904'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QK0904'STATION IS LOCATED IN QUAD. 450843.  IT IS IN THE SOUTHWEST 1/4 OF
 QK0904'SECTION 15, T-31-N, R-4-W, ELMIRA TOWNSHIP, AND ON ELMIRA QUADRANGLE
 QK0904'MAP.  IT IS ABOUT 18-1/4 MILES NORTHEAST FROM MANCELONA, 9-1/2 MILES
 QK0904'SOUTHEAST FROM BOYNE FALLS, 6 MILES (9.7 KM) WEST FROM GAYLORD AND ON
 QK0904'COUNTY ROAD RIGHT-OF-WAY.
 QK0904'$
 QK0904'TO REACH FROM THE JUNCTION OF INTERSTATE I-75 AND STATE ROUTE M-32 AT
 QK0904'THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 4.4 MI (7.1 KM)  TO A
 QK0904'CURVE NORTH.  CONTINUE NORTH ON M-32 FOR 2.1 MI (3.4 KM)  TO A CURVE
 QK0904'BACK WEST AND HALLOCK ROAD ON RIGHT.  GO NORTH ON HALLOCK ROAD FOR
 QK0904'0.9 MI (1.4 KM)  TO A CROSSROAD, PARMATER RD AND THE STATION SET IN
 QK0904'THE NORTHWEST QUADRANT OF THIS INTERSECTION.
 QK0904'$
 QK0904'STATION IS 40 FT (12.2 MT) NORTH OF CENTER OF PARMATER RD, 29 FT
 QK0904'(8.8 MT) WEST OF CENTER OF HALLOCK RD, 17 FT (5.2 MT) NORTHEAST OF A
 QK0904'UTILITY POLE AND 2 FT (0.6 MT) EAST FROM A METAL WITNESS POST WITH
 QK0904'SIGN.
 QK0904
 QK0904                          STATION RECOVERY (1996)
 QK0904
 QK0904'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0904'RECOVERED IN GOOD CONDITION.
 QK0904
 QK0904                          STATION RECOVERY (2003)
 QK0904
 QK0904'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (RMC)
 QK0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0604 ***********************************************************************
 NF0604  DESIGNATION -  696
 NF0604  PID         -  NF0604
 NF0604  STATE/COUNTY-  MI/ALLEGAN
 NF0604  USGS QUAD   -  OTSEGO (1973)
 NF0604
 NF0604                         *CURRENT SURVEY CONTROL
 NF0604  ___________________________________________________________________
 NF0604* NAD 83(1986)-  42 27 46.     (N)    085 41 47.     (W)     SCALED    
 NF0604* NAVD 88     -       211.626  (meters)     694.31   (feet)  ADJUSTED  
 NF0604  ___________________________________________________________________
 NF0604  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0604  DYNAMIC HT  -         211.566 (meters)     694.11  (feet)  COMP
 NF0604  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 NF0604
 NF0604  VERT ORDER  -  SECOND    CLASS 0
 NF0604
 NF0604.The horizontal coordinates were scaled from a topographic map and have
 NF0604.an estimated accuracy of +/- 6 seconds.
 NF0604
 NF0604.The orthometric height was determined by differential leveling
 NF0604.and adjusted by the National Geodetic Survey in June 1991..
 NF0604
 NF0604.The geoid height was determined by GEOID03.
 NF0604
 NF0604.The dynamic height is computed by dividing the NAVD 88
 NF0604.geopotential number by the normal gravity value computed on the
 NF0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0604.degrees latitude (g = 980.6199 gals.).
 NF0604
 NF0604.The modeled gravity was interpolated from observed gravity values.
 NF0604
 NF0604;                    North         East    Units  Estimated Accuracy
 NF0604;SPC MI S     -   107,810.    3,890,650.      MT  (+/- 180 meters Scaled)
 NF0604
 NF0604                          SUPERSEDED SURVEY CONTROL
 NF0604
 NF0604  NGVD 29 (??/??/92)  211.759  (m)          694.75   (f) ADJ UNCH    2 0
 NF0604
 NF0604.Superseded values are not recommended for survey control.
 NF0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0604.See file dsdata.txt to determine how the superseded data were derived.
 NF0604
 NF0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN071019(NAD 83)
 NF0604_MARKER: P = PIPE CAP
 NF0604_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0604_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0604_STAMPING: MICH 696
 NF0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0604+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 NF0604
 NF0604  HISTORY     - Date     Condition        Report By
 NF0604  HISTORY     - UNK      MONUMENTED       USGS
 NF0604  HISTORY     - 1948     GOOD             NGS
 NF0604  HISTORY     - 1976     GOOD             MIDH
 NF0604  HISTORY     - 1984     GOOD             USPSQD
 NF0604  HISTORY     - 1985     GOOD             NGS
 NF0604  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0604  HISTORY     - 19971011 POOR             USPSQD
 NF0604  HISTORY     - 20031102 GOOD             USPSQD
 NF0604  HISTORY     - 20060318 GOOD             USPSQD
 NF0604
 NF0604                          STATION DESCRIPTION
 NF0604
 NF0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0604'AT OTSEGO.
 NF0604'AT OTSEGO, ABOUT 0.15 MILE NORTH ALONG A BLACK TOP STREET FROM
 NF0604'THE STATE BANK BUILDING AND JUNCTION OF STATE HIGHWAY 89, AT THE
 NF0604'NORTH END OF A CONCRETE AND STEEL BRIDGE OVER KALAMAZOO RIVER,
 NF0604'20 FEET WEST OF THE CENTER LINE OF THE STREET, 7 FEET
 NF0604'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH END POST
 NF0604'OF THE STEEL RAIL, 6 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 NF0604'SIDE WALK, AND ABOUT 4 1/2 INCHES BELOW THE SURFACE OF THE WALK.
 NF0604'A CONCRETE WALK WAS BUILT AFTER MARK HAD BEEN SET.  A 4-INCH
 NF0604'PIPE WAS PLACED OVER MARK AND EXTENDS TO THE SURFACE OF CONCRETE
 NF0604'WALK WHICH NOW GIVES ACCESS TO MARK.
 NF0604
 NF0604                          STATION RECOVERY (1976)
 NF0604
 NF0604'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (1984)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (1985)
 NF0604
 NF0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (1989)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0604'MARK NOT FOUND.
 NF0604
 NF0604                          STATION RECOVERY (1997)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0604'MARK RECOVERED IN POOR CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (2003)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0604'RECOVERED IN GOOD CONDITION.
 NF0604
 NF0604                          STATION RECOVERY (2006)
 NF0604
 NF0604'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0604'RESET IN NEW BRIDGE IN 1998
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0068 ***********************************************************************
 NF0068  DESIGNATION -  7
 NF0068  PID         -  NF0068
 NF0068  STATE/COUNTY-  MI/INGHAM
 NF0068  USGS QUAD   -  EAST LANSING (1970)
 NF0068
 NF0068                         *CURRENT SURVEY CONTROL
 NF0068  ___________________________________________________________________
 NF0068* NAD 83(1986)-  42 43 56.     (N)    084 28 38.     (W)     SCALED    
 NF0068* NAVD 88     -       261.180  (meters)     856.89   (feet)  ADJUSTED  
 NF0068  ___________________________________________________________________
 NF0068  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0068  DYNAMIC HT  -         261.107 (meters)     856.65  (feet)  COMP
 NF0068  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NF0068
 NF0068  VERT ORDER  -  SECOND    CLASS 0
 NF0068
 NF0068.The horizontal coordinates were scaled from a topographic map and have
 NF0068.an estimated accuracy of +/- 6 seconds.
 NF0068
 NF0068.The orthometric height was determined by differential leveling
 NF0068.and adjusted by the National Geodetic Survey in June 1991..
 NF0068
 NF0068.The geoid height was determined by GEOID03.
 NF0068
 NF0068.The dynamic height is computed by dividing the NAVD 88
 NF0068.geopotential number by the normal gravity value computed on the
 NF0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0068.degrees latitude (g = 980.6199 gals.).
 NF0068
 NF0068.The modeled gravity was interpolated from observed gravity values.
 NF0068
 NF0068;                    North         East    Units  Estimated Accuracy
 NF0068;SPC MI S     -   136,880.    3,990,950.      MT  (+/- 180 meters Scaled)
 NF0068
 NF0068                          SUPERSEDED SURVEY CONTROL
 NF0068
 NF0068  NGVD 29 (??/??/92)  261.39   (m)          857.6    (f) COMPUTED    2 0
 NF0068
 NF0068.Superseded values are not recommended for survey control.
 NF0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0068.See file dsdata.txt to determine how the superseded data were derived.
 NF0068
 NF0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065341(NAD 83)
 NF0068_MARKER: B = BOLT
 NF0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0068+STABILITY: SURFACE MOTION
 NF0068
 NF0068  HISTORY     - Date     Condition        Report By
 NF0068  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0068  HISTORY     - 1932     GOOD             MISCOL
 NF0068  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0068
 NF0068                          STATION DESCRIPTION
 NF0068
 NF0068'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0068'AT EAST LANSING.
 NF0068'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0068'CAMPUS, 75 FEET WEST OF A POINT 12 FEET NORTH OF THE NORTHWEST
 NF0068'CORNER OF THE GREENHOUSE, IN THE LAWN, 30.8 FEET SOUTH OF A
 NF0068'1-INCH WATER PLUG, 35 FEET EAST OF AN IRON CLOTHES POST, AND
 NF0068'28.6 FEET FROM THE NORTHEAST CORNER OF A HOTBED WALL.  A BOLT,
 NF0068'SET IN THE TOP OF A CONCRETE POST.
 NF0068
 NF0068                          STATION RECOVERY (1978)
 NF0068
 NF0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6781 ***********************************************************************
 AA6781  DESIGNATION -  7 1
 AA6781  PID         -  AA6781
 AA6781  STATE/COUNTY-  MI/WAYNE
 AA6781  USGS QUAD   -  DENTON (1980)
 AA6781
 AA6781                         *CURRENT SURVEY CONTROL
 AA6781  ___________________________________________________________________
 AA6781* NAD 83(1994)-  42 20 08.94283(N)    083 30 51.00964(W)     ADJUSTED  
 AA6781* NAVD 88     -       222.5    (meters)     730.     (feet)  GPS OBS   
 AA6781  ___________________________________________________________________
 AA6781  X           -     533,396.343 (meters)                     COMP
 AA6781  Y           -  -4,691,875.429 (meters)                     COMP
 AA6781  Z           -   4,273,377.876 (meters)                     COMP
 AA6781  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AA6781  ELLIP HEIGHT-         188.53  (meters)          (07/12/02) GPS OBS
 AA6781  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 AA6781
 AA6781  HORZ ORDER  -  FIRST
 AA6781  ELLP ORDER  -  FOURTH    CLASS I
 AA6781
 AA6781.The horizontal coordinates were established by GPS observations
 AA6781.and adjusted by the National Geodetic Survey in February 1997..
 AA6781
 AA6781.The orthometric height was determined by GPS observations and a
 AA6781.high-resolution geoid model.
 AA6781
 AA6781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6781
 AA6781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6781
 AA6781.The ellipsoidal height was determined by GPS observations
 AA6781.and is referenced to NAD 83.
 AA6781
 AA6781.The geoid height was determined by GEOID03.
 AA6781
 AA6781;                    North         East     Units Scale Factor Converg.
 AA6781;SPC MI S     -    93,196.606 4,070,252.939   MT  0.99995251   +0 34 48.5
 AA6781;SPC MI S     -   305,763.14 13,353,848.23   iFT  0.99995251   +0 34 48.5
 AA6781;UTM  17      - 4,690,124.312   292,874.544   MT  1.00012788   -1 41 37.8
 AA6781
 AA6781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6781!SPC MI S     -   0.99997043  x   0.99995251  =   0.99992294
 AA6781!UTM  17      -   0.99997043  x   1.00012788  =   1.00009831
 AA6781
 AA6781                          SUPERSEDED SURVEY CONTROL
 AA6781
 AA6781  ELLIP H (02/03/97)  188.59   (m)                       GP(       ) 4 1
 AA6781  NAD 83(1986)-  42 20 08.94719(N)    083 30 51.03756(W) AD(       ) 1
 AA6781
 AA6781.Superseded values are not recommended for survey control.
 AA6781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6781.See file dsdata.txt to determine how the superseded data were derived.
 AA6781
 AA6781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9287590124(NAD 83)
 AA6781_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6781_STAMPING: 7-1 1994
 AA6781_MARK LOGO: MI-163
 AA6781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6781+STABILITY: SURFACE MOTION
 AA6781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6781+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6781
 AA6781  HISTORY     - Date     Condition        Report By
 AA6781  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6781
 AA6781                          STATION DESCRIPTION
 AA6781
 AA6781'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6781'STATION IS LOCATED APPROXIMATELY 2 MILES SOUTH AND 5 MILESWEST OF
 AA6781'PLYMOUTH, MICHIGAN ON WARREN ROAD ABOUT 1/2 MILE WEST OF BECK ROAD. TO
 AA6781'REACH FROM THE INTERSECTION OF M-153 (FORD ROAD) AND BECK ROAD PROCEED
 AA6781'NORTH ON BECK ROAD FOR 1.0 MILESTO WARREN ROAD,  THENCE GO WEST 0.3
 AA6781'MILESTO LYNDHURST ROAD AND THE STATION IN THE NORTHWEST QUADRANT. THE
 AA6781'STATION IS A BRASS "WAYNE COUNTY REMON" CAP SET IN A 12 INCH DIAMETER
 AA6781'CONCRETE MONUMENT.  CENTERLINE OF WARREN ROAD IS S 0 E, 33.85 FEET,
 AA6781'CENTERLINE OF LYNDHURST ROAD IS N 90 E, 83.60 FEET, THE CENTERLINE OF
 AA6781'A MANHOLE LIES N 0 W, 23.01 FEET, THE CENTERLINE OF A CATCHBASIN LIES
 AA6781'N 45 W, 11.96 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6767 ***********************************************************************
 AA6767  DESIGNATION -  7 2
 AA6767  PID         -  AA6767
 AA6767  STATE/COUNTY-  MI/WAYNE
 AA6767  USGS QUAD   -  DENTON (1980)
 AA6767
 AA6767                         *CURRENT SURVEY CONTROL
 AA6767  ___________________________________________________________________
 AA6767* NAD 83(1994)-  42 20 09.27290(N)    083 30 17.66015(W)     ADJUSTED  
 AA6767* NAVD 88     -       217.1    (meters)     712.     (feet)  GPS OBS   
 AA6767  ___________________________________________________________________
 AA6767  X           -     534,153.701 (meters)                     COMP
 AA6767  Y           -  -4,691,778.316 (meters)                     COMP
 AA6767  Z           -   4,273,381.741 (meters)                     COMP
 AA6767  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AA6767  ELLIP HEIGHT-         183.09  (meters)          (07/12/02) GPS OBS
 AA6767  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 AA6767
 AA6767  HORZ ORDER  -  FIRST
 AA6767  ELLP ORDER  -  FOURTH    CLASS I
 AA6767
 AA6767.The horizontal coordinates were established by GPS observations
 AA6767.and adjusted by the National Geodetic Survey in February 1997..
 AA6767
 AA6767.The orthometric height was determined by GPS observations and a
 AA6767.high-resolution geoid model.
 AA6767
 AA6767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6767
 AA6767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6767
 AA6767.The ellipsoidal height was determined by GPS observations
 AA6767.and is referenced to NAD 83.
 AA6767
 AA6767.The geoid height was determined by GEOID03.
 AA6767
 AA6767;                    North         East     Units Scale Factor Converg.
 AA6767;SPC MI S     -    93,214.562 4,071,016.219   MT  0.99995250   +0 35 11.2
 AA6767;SPC MI S     -   305,822.05 13,356,352.42   iFT  0.99995250   +0 35 11.2
 AA6767;UTM  17      - 4,690,111.965   293,638.067   MT  1.00012399   -1 41 15.3
 AA6767
 AA6767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6767!SPC MI S     -   0.99997129  x   0.99995250  =   0.99992379
 AA6767!UTM  17      -   0.99997129  x   1.00012399  =   1.00009527
 AA6767
 AA6767                          SUPERSEDED SURVEY CONTROL
 AA6767
 AA6767  ELLIP H (02/03/97)  183.15   (m)                       GP(       ) 4 1
 AA6767  NAD 83(1986)-  42 20 09.27718(N)    083 30 17.68811(W) AD(       ) 1
 AA6767
 AA6767.Superseded values are not recommended for survey control.
 AA6767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6767.See file dsdata.txt to determine how the superseded data were derived.
 AA6767
 AA6767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9363890112(NAD 83)
 AA6767_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6767_STAMPING: 7-2 1994
 AA6767_MARK LOGO: MI-163
 AA6767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6767+STABILITY: SURFACE MOTION
 AA6767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6767+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 AA6767
 AA6767  HISTORY     - Date     Condition        Report By
 AA6767  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6767  HISTORY     - 20011212 GOOD             INDIV
 AA6767  HISTORY     - 20021212 GOOD             INDIV
 AA6767
 AA6767                          STATION DESCRIPTION
 AA6767
 AA6767'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6767'STATION IS LOCATED APPROXIMATELY 2.5 MILESSOUTHWEST OF PLYMOUTH,
 AA6767'MICHIGAN ON WARREN ROAD JUST EAST OF BECK ROAD. TO REACH FROM THE
 AA6767'INTERSECTION OF M-153 (FORD ROAD) AND BECK ROAD PROCEED NORTH ON BECK
 AA6767'ROAD 1.0 MILESTO WARREN ROAD, THENCE EAST 0.15 MILESTO BRIARGATE ROAD
 AA6767'AND THE MONUMENT ON THE RIGHT. THE STATION IS A BRASS "WAYNE COUNTY
 AA6767'REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6767'FLUSH WITH THE GROUND.  THE CENTERLINE OF WARREN ROAD IS N 0 W, 47.2
 AA6767'FEET,  THE CENTERLINE OF BRIARGATE ROAD IS N 90 E, 25.71 FEET,  A
 AA6767'MANHOLE LIES S 85 W, 17.21 FEET,   A LIGHT POLE IS S 10 E, 17.25 FEET.
 AA6767
 AA6767                          STATION RECOVERY (2001)
 AA6767
 AA6767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6767'RECOVERED IN GOOD CONDITION.
 AA6767
 AA6767                          STATION RECOVERY (2002)
 AA6767
 AA6767'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6786 ***********************************************************************
 AA6786  DESIGNATION -  7 3
 AA6786  PID         -  AA6786
 AA6786  STATE/COUNTY-  MI/WAYNE
 AA6786  USGS QUAD   -  WAYNE (1980)
 AA6786
 AA6786                         *CURRENT SURVEY CONTROL
 AA6786  ___________________________________________________________________
 AA6786* NAD 83(1994)-  42 18 18.25088(N)    083 29 13.93312(W)     ADJUSTED  
 AA6786* NAVD 88     -       210.4    (meters)     690.     (feet)  GPS OBS   
 AA6786  ___________________________________________________________________
 AA6786  X           -     535,864.276 (meters)                     COMP
 AA6786  Y           -  -4,693,899.644 (meters)                     COMP
 AA6786  Z           -   4,270,844.212 (meters)                     COMP
 AA6786  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 AA6786  ELLIP HEIGHT-         176.29  (meters)          (07/12/02) GPS OBS
 AA6786  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AA6786
 AA6786  HORZ ORDER  -  FIRST
 AA6786  ELLP ORDER  -  FOURTH    CLASS I
 AA6786
 AA6786.The horizontal coordinates were established by GPS observations
 AA6786.and adjusted by the National Geodetic Survey in February 1997..
 AA6786
 AA6786.The orthometric height was determined by GPS observations and a
 AA6786.high-resolution geoid model.
 AA6786
 AA6786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6786
 AA6786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6786
 AA6786.The ellipsoidal height was determined by GPS observations
 AA6786.and is referenced to NAD 83.
 AA6786
 AA6786.The geoid height was determined by GEOID03.
 AA6786
 AA6786;                    North         East     Units Scale Factor Converg.
 AA6786;SPC MI S     -    89,804.356 4,072,510.734   MT  0.99995776   +0 35 54.6
 AA6786;SPC MI S     -   294,633.71 13,361,255.69   iFT  0.99995776   +0 35 54.6
 AA6786;UTM  17      - 4,686,644.581   294,996.343   MT  1.00011712   -1 40 28.8
 AA6786
 AA6786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6786!SPC MI S     -   0.99997235  x   0.99995776  =   0.99993011
 AA6786!UTM  17      -   0.99997235  x   1.00011712  =   1.00008947
 AA6786
 AA6786                          SUPERSEDED SURVEY CONTROL
 AA6786
 AA6786  ELLIP H (02/03/97)  176.35   (m)                       GP(       ) 4 1
 AA6786  NAD 83(1986)-  42 18 18.25530(N)    083 29 13.96110(W) AD(       ) 1
 AA6786
 AA6786.Superseded values are not recommended for survey control.
 AA6786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6786.See file dsdata.txt to determine how the superseded data were derived.
 AA6786
 AA6786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9499686645(NAD 83)
 AA6786_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6786_STAMPING: 7-3 1994
 AA6786_MARK LOGO: MI-163
 AA6786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6786+STABILITY: SURFACE MOTION
 AA6786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6786+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6786
 AA6786  HISTORY     - Date     Condition        Report By
 AA6786  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6786
 AA6786                          STATION DESCRIPTION
 AA6786
 AA6786'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6786'STATION IS LOCATED APPROXIMATELY 5 MILESSOUTH AND 2 MILESWEST OF
 AA6786'PLYMOUTH, MICHIGAN NEAR THE INTERSECTION OF CANTON CENTER ROAD AND
 AA6786'CHERRY HILL ROAD. TO REACH FROM THE INTERSECTION OF M-153 (FORD ROAD)
 AA6786'AND CANTON CENTER ROAD PROCEED SOUTH ON CANTON CENTER ROAD FOR 1.15
 AA6786'MILESTO THE STATION ON THE RIGHT. THE STATION IS A BRASS "WAYNE COUNTY
 AA6786'REMON" CAP SET IN A 12 DIAMETER CONCRETE MONUMENT.  CANTON CENTER ROAD
 AA6786'IS N 90 E, 44.39 FEET,  THE EAST EDGE OF A WALK LIES N 90 W, 11.05
 AA6786'FEET,  THE CENTERLINE OF A MANHOLE LIES N 5 E, 20.81 FEET,  THE
 AA6786'CENTERLINE OF A MANHOLE LIES S 5 E, 89.51 FEET.  A MUFFLER SHOP IS
 AA6786'JUST TO THE NORTH ON THE OPPOSITE SIDE OF CANTON CENTER ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6787 ***********************************************************************
 AA6787  DESIGNATION -  7 4
 AA6787  PID         -  AA6787
 AA6787  STATE/COUNTY-  MI/WAYNE
 AA6787  USGS QUAD   -  WAYNE (1980)
 AA6787
 AA6787                         *CURRENT SURVEY CONTROL
 AA6787  ___________________________________________________________________
 AA6787* NAD 83(1994)-  42 17 49.54782(N)    083 29 12.94379(W)     ADJUSTED  
 AA6787* NAVD 88     -       208.8    (meters)     685.     (feet)  GPS OBS   
 AA6787  ___________________________________________________________________
 AA6787  X           -     535,954.267 (meters)                     COMP
 AA6787  Y           -  -4,694,488.121 (meters)                     COMP
 AA6787  Z           -   4,270,188.073 (meters)                     COMP
 AA6787  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 AA6787  ELLIP HEIGHT-         174.68  (meters)          (07/12/02) GPS OBS
 AA6787  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 AA6787
 AA6787  HORZ ORDER  -  FIRST
 AA6787  ELLP ORDER  -  FOURTH    CLASS I
 AA6787
 AA6787.The horizontal coordinates were established by GPS observations
 AA6787.and adjusted by the National Geodetic Survey in February 1997..
 AA6787
 AA6787.The orthometric height was determined by GPS observations and a
 AA6787.high-resolution geoid model.
 AA6787
 AA6787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6787
 AA6787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6787
 AA6787.The ellipsoidal height was determined by GPS observations
 AA6787.and is referenced to NAD 83.
 AA6787
 AA6787.The geoid height was determined by GEOID03.
 AA6787
 AA6787;                    North         East     Units Scale Factor Converg.
 AA6787;SPC MI S     -    88,919.036 4,072,542.645   MT  0.99995916   +0 35 55.3
 AA6787;SPC MI S     -   291,729.12 13,361,360.38   iFT  0.99995916   +0 35 55.3
 AA6787;UTM  17      - 4,685,758.552   294,993.116   MT  1.00011714   -1 40 27.2
 AA6787
 AA6787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6787!SPC MI S     -   0.99997260  x   0.99995916  =   0.99993177
 AA6787!UTM  17      -   0.99997260  x   1.00011714  =   1.00008974
 AA6787
 AA6787                          SUPERSEDED SURVEY CONTROL
 AA6787
 AA6787  ELLIP H (02/03/97)  174.73   (m)                       GP(       ) 4 1
 AA6787  NAD 83(1986)-  42 17 49.55281(N)    083 29 12.97184(W) AD(       ) 1
 AA6787
 AA6787.Superseded values are not recommended for survey control.
 AA6787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6787.See file dsdata.txt to determine how the superseded data were derived.
 AA6787
 AA6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9499385759(NAD 83)
 AA6787_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6787_STAMPING: 7-4 1994
 AA6787_MARK LOGO: MI-163
 AA6787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6787+STABILITY: SURFACE MOTION
 AA6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6787+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 AA6787
 AA6787  HISTORY     - Date     Condition        Report By
 AA6787  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6787  HISTORY     - 20021212 GOOD             INDIV
 AA6787  HISTORY     - 20040301 GOOD             INDIV
 AA6787
 AA6787                          STATION DESCRIPTION
 AA6787
 AA6787'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6787'STATION IS LOCATED 6 MILESSOUTH AND 2 MILESWEST OF PLYMOUTH, MICHIGAN
 AA6787'ON CANTON CENTER ROAD ABOUT 1/2 MILE SOUTH OF CHERRY HILL ROAD. TO
 AA6787'REACH FROM  THE INTERSECTION OF M-153 (FORD ROAD) AND CANTON CENTER
 AA6787'ROAD  PROCEED SOUTH 1.75 MILESTO THE STATION ON THE RIGHT AND BEING
 AA6787'EAST OF THE NORTHEAST CORNER OF THE CANTON PUBLIC LIBRARY. THE STATION
 AA6787'IS A BRASS "WAYNE COUNTY REMON" CAP SET IN A 12 INCH DIAMETER CONCRETE
 AA6787'MONUMENT.  THE CENTERLINE OF CANTON CENTER ROAD IS N 90 E, 67.95 FEET,
 AA6787'A FIRE HYDRANT IS N 85 W, 76.10 FEET,  A 4 INCH TREE IS S 45 W, 59.28
 AA6787'FEET,  A 4 INCH TREE IS S 5 W, 56.50 FEET.
 AA6787
 AA6787                          STATION RECOVERY (2002)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
 AA6787
 AA6787                          STATION RECOVERY (2004)
 AA6787
 AA6787'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0279 ***********************************************************************
 MC0279  DESIGNATION -  7 DTSRR
 MC0279  PID         -  MC0279
 MC0279  STATE/COUNTY-  MI/MONROE
 MC0279  USGS QUAD   -  ERIE (1979)
 MC0279
 MC0279                         *CURRENT SURVEY CONTROL
 MC0279  ___________________________________________________________________
 MC0279* NAD 83(1986)-  41 45 43.     (N)    083 29 42.     (W)     SCALED    
 MC0279* NAVD 88     -       178.001  (meters)     583.99   (feet)  ADJUSTED  
 MC0279  ___________________________________________________________________
 MC0279  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0279  DYNAMIC HT  -         177.934 (meters)     583.77  (feet)  COMP
 MC0279  MODELED GRAV-     980,240.8   (mgal)                       NAVD 88
 MC0279
 MC0279  VERT ORDER  -  FIRST     CLASS I
 MC0279
 MC0279.The horizontal coordinates were scaled from a topographic map and have
 MC0279.an estimated accuracy of +/- 6 seconds.
 MC0279
 MC0279.The orthometric height was determined by differential leveling
 MC0279.and adjusted by the National Geodetic Survey in June 1991..
 MC0279.WARNING-Repeat measurements at this control monument indicate possible
 MC0279.vertical movement.
 MC0279
 MC0279.The geoid height was determined by GEOID03.
 MC0279
 MC0279.The dynamic height is computed by dividing the NAVD 88
 MC0279.geopotential number by the normal gravity value computed on the
 MC0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0279.degrees latitude (g = 980.6199 gals.).
 MC0279
 MC0279.The modeled gravity was interpolated from observed gravity values.
 MC0279
 MC0279;                    North         East    Units  Estimated Accuracy
 MC0279;SPC MI S     -    29,470.    4,072,490.      MT  (+/- 180 meters Scaled)
 MC0279
 MC0279                          SUPERSEDED SURVEY CONTROL
 MC0279
 MC0279  NGVD 29 (??/??/92)  178.179  (m)          584.58   (f) ADJ UNCH    1 1
 MC0279
 MC0279.Superseded values are not recommended for survey control.
 MC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0279.See file dsdata.txt to determine how the superseded data were derived.
 MC0279
 MC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG925263(NAD 83)
 MC0279_MARKER: DD = SURVEY DISK
 MC0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0279_SP_SET: CULVERT
 MC0279_STAMPING: BENCH MARK ELEV NO 7 USC AND G 1899
 MC0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0279
 MC0279  HISTORY     - Date     Condition        Report By
 MC0279  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0279  HISTORY     - 1968     GOOD             NGS
 MC0279  HISTORY     - 1973     GOOD             NGS
 MC0279
 MC0279                          STATION DESCRIPTION
 MC0279
 MC0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0279'11.7 MI SW FROM MONROE.
 MC0279'ABOUT 11.7 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0279'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.2 MILE
 MC0279'SOUTHWEST OF THE CROSSING OF DEAN ROAD, ALONG THE DETROIT AND
 MC0279'TOLEDO SHORE LINE RAILROAD, ABOUT 75 YARDS EAST OF THE PENN
 MC0279'CENTRAL RAILROAD, SET ON THE TOP OF THE SOUTHWEST END OFF THE
 MC0279'SOUTHEAST HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT UNDER THE
 MC0279'D AND T SL RR AND FOR FLAT CREEK, 6.7 FEET SOUTHEAST OF THE
 MC0279'SOUTHEAST RAIL OF THE D AND T SL RR (NORTHBOUND TRACK), 2.1
 MC0279'FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 1 1/2
 MC0279'FEET BELOW THE LEVEL OF THE TRACK.  SEC 29, T 8 S, R 8 E.
 MC0279
 MC0279                          STATION RECOVERY (1973)
 MC0279
 MC0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0491 ***********************************************************************
 OJ0491  DESIGNATION -  7 KEE USGS
 OJ0491  PID         -  OJ0491
 OJ0491  STATE/COUNTY-  MI/HURON
 OJ0491  USGS QUAD   -  CASEVILLE (1970)
 OJ0491
 OJ0491                         *CURRENT SURVEY CONTROL
 OJ0491  ___________________________________________________________________
 OJ0491* NAD 83(1986)-  43 56 42.     (N)    083 16 30.     (W)     SCALED    
 OJ0491* NAVD 88     -       181.413  (meters)     595.19   (feet)  ADJUSTED  
 OJ0491  ___________________________________________________________________
 OJ0491  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0491  DYNAMIC HT  -         181.385 (meters)     595.09  (feet)  COMP
 OJ0491  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 OJ0491
 OJ0491  VERT ORDER  -  FIRST     CLASS 0
 OJ0491
 OJ0491.The horizontal coordinates were scaled from a topographic map and have
 OJ0491.an estimated accuracy of +/- 6 seconds.
 OJ0491
 OJ0491.The orthometric height was determined by differential leveling
 OJ0491.and adjusted by the National Geodetic Survey in June 1991..
 OJ0491
 OJ0491.The geoid height was determined by GEOID03.
 OJ0491
 OJ0491.The dynamic height is computed by dividing the NAVD 88
 OJ0491.geopotential number by the normal gravity value computed on the
 OJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0491.degrees latitude (g = 980.6199 gals.).
 OJ0491
 OJ0491.The modeled gravity was interpolated from observed gravity values.
 OJ0491
 OJ0491;                    North         East    Units  Estimated Accuracy
 OJ0491;SPC MI S     -   272,170.    4,087,640.      MT  (+/- 180 meters Scaled)
 OJ0491
 OJ0491                          SUPERSEDED SURVEY CONTROL
 OJ0491
 OJ0491  NGVD 29 (??/??/92)  181.556  (m)          595.65   (f) ADJ UNCH    1 0
 OJ0491
 OJ0491.Superseded values are not recommended for survey control.
 OJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0491.See file dsdata.txt to determine how the superseded data were derived.
 OJ0491
 OJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174682(NAD 83)
 OJ0491_MARKER: DD = SURVEY DISK
 OJ0491_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0491_SP_SET: SIDEWALK
 OJ0491_STAMPING: 7 KEE 1969 595
 OJ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0491+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 OJ0491
 OJ0491  HISTORY     - Date     Condition        Report By
 OJ0491  HISTORY     - 1969     MONUMENTED       USGS
 OJ0491  HISTORY     - 1976     GOOD             NOS
 OJ0491  HISTORY     - 20050628 GOOD             INDIV
 OJ0491
 OJ0491                          STATION DESCRIPTION
 OJ0491
 OJ0491'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0491'IN CASEVILLE.
 OJ0491'ON THE NORTHEAST CORNER OF THE HIGHWAY M25 BRIDGE OVER THE PIGEON
 OJ0491'RIVER, 28.2 FT. EAST CENTERLINE OF HIGHWAY, 3.2 FT. SOUTH OF NORTH
 OJ0491'END OF BRIDGE, AT SIDEWALK LEVEL AT EASTERN MOST EDGE OF BRIDGE, BEING
 OJ0491'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0491'CONCRETE.
 OJ0491
 OJ0491                          STATION RECOVERY (2005)
 OJ0491
 OJ0491'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWM)
 OJ0491'MARK WAS RECOVERED AS DESCRIBED BY THE SPICER GROUP, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1693 ***********************************************************************
 RL1693  DESIGNATION -  7 WR RESET
 RL1693  PID         -  RL1693
 RL1693  STATE/COUNTY-  MI/ONTONAGON
 RL1693  USGS QUAD   -  
 RL1693
 RL1693                         *CURRENT SURVEY CONTROL
 RL1693  ___________________________________________________________________
 RL1693* NAD 83(1986)-  46 32 05.     (N)    089 16 21.     (W)     SCALED    
 RL1693* NAVD 88     -       346.00   (meters)    1135.2    (feet)  RESET     
 RL1693  ___________________________________________________________________
 RL1693  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL1693
 RL1693  VERT ORDER  -  THIRD
 RL1693
 RL1693.The horizontal coordinates were scaled from a topographic map and have
 RL1693.an estimated accuracy of +/- 6 seconds.
 RL1693
 RL1693.The orthometric height was computed from unverified reset data.
 RL1693
 RL1693.The geoid height was determined by GEOID03.
 RL1693
 RL1693;                    North         East    Units  Estimated Accuracy
 RL1693;SPC MI N     -   197,160.    7,825,710.      MT  (+/- 180 meters Scaled)
 RL1693
 RL1693                          SUPERSEDED SURVEY CONTROL
 RL1693
 RL1693  NGVD 29 (03/27/06)  346.03   (m)         1135.3    (f) RESET       3  
 RL1693
 RL1693.Superseded values are not recommended for survey control.
 RL1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1693.See file dsdata.txt to determine how the superseded data were derived.
 RL1693
 RL1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS257559(NAD 83)
 RL1693_MARKER: DD = SURVEY DISK
 RL1693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL1693_SP_SET: BRIDGE ABUTMENT
 RL1693_STAMPING: 7 WR RESET 1992
 RL1693_MARK LOGO: MIDT  
 RL1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 RL1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1693+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 RL1693
 RL1693  HISTORY     - Date     Condition        Report By
 RL1693  HISTORY     - 1992     MONUMENTED       MIDT
 RL1693  HISTORY     - 19920730 GOOD             MIDT
 RL1693  HISTORY     - 19960626 GOOD             USPSQD
 RL1693
 RL1693                          STATION DESCRIPTION
 RL1693
 RL1693'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 RL1693'ABOUT 1/4 MILE EAST OF EWEN ALONG STATE HIGHWAY M-28 FROM CEDAR
 RL1693'STREET BLINKER LIGHT (MAIN STREET OF EWEN), AT THE BRIDGE OVER THE
 RL1693'SOUTH BRANCH ONTONAGON RIVER (BRIDGE NO. B03-66022), SET IN THE TOP
 RL1693'STEP WALL OF THE SOUTHWEST ABUTMENT, 31.4 FEET (9.6 M) SOUTH OF THE
 RL1693'CENTERLINE OF THE HIGHWAY, 10 FEET (3.0 M) EAST OF A WOOD SIGN SOUTH
 RL1693'BRANCH ONTONAGON RIVER, 1.2 FEET (0.4 M) SOUTH OF A CARSONITE WITNESS
 RL1693'POST AND ABOUT 0.75 FEET (22.86 CM) HIGHER THAN THE HIGHWAY.
 RL1693
 RL1693                          STATION RECOVERY (1992)
 RL1693
 RL1693'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 RL1693'IN EWEN, IN THE SOUTHWEST ABUTMENT OF STATE HIGHWAY M-28 BRIDGE OVER
 RL1693'SOUTH BRANCH OF ONTONAGON RIVER, EAST OF EWEN, BRIDGE NUMBER
 RL1693'B03-66022, BUILT IN 1991.  IT IS IN SECTION 26, T-48-N, R-40-W. FROM
 RL1693'THE CEDAR STREET BLINKER LIGHT ON STATE HIGHWAY M-28 IN EWEN GO EAST
 RL1693'APPROXIMATELY 0.25 MI (0.40 KM) ON STATE HIGHWAY M-28 TO THE BRIDGE
 RL1693'AND THE MARK ON THE RIGHT (SOUTH) SIDE OF HIGHWAY. STATION IS 31.4 FT
 RL1693'(9.6 M) SOUTH OF CENTERLINE OF HIGHWAY M-28, IN SOUTHWEST END OF THE
 RL1693'TO STEP OF THE SOUTHWEST ABUTMENT.  ABOUT 0.75 FT (22.86 CM) HIGHER
 RL1693'THAN THE HIGHWAY, 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 RL1693
 RL1693                          STATION RECOVERY (1996)
 RL1693
 RL1693'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3852 ***********************************************************************
 AA3852  DESIGNATION -  70101
 AA3852  PID         -  AA3852
 AA3852  STATE/COUNTY-  MI/OTTAWA
 AA3852  USGS QUAD   -  HUDSONVILLE WEST (1980)
 AA3852
 AA3852                         *CURRENT SURVEY CONTROL
 AA3852  ___________________________________________________________________
 AA3852* NAD 83(1994)-  42 48 46.05110(N)    085 58 54.75670(W)     ADJUSTED  
 AA3852* NAVD 88     -       207.8    (meters)     682.     (feet)  GPS OBS   
 AA3852  ___________________________________________________________________
 AA3852  X           -     328,374.242 (meters)                     COMP
 AA3852  Y           -  -4,674,720.845 (meters)                     COMP
 AA3852  Z           -   4,312,387.053 (meters)                     COMP
 AA3852  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA3852  ELLIP HEIGHT-         174.34  (meters)          (07/17/02) GPS OBS
 AA3852  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AA3852
 AA3852  HORZ ORDER  -  FIRST
 AA3852  ELLP ORDER  -  FOURTH    CLASS I
 AA3852
 AA3852.The horizontal coordinates were established by GPS observations
 AA3852.and adjusted by the National Geodetic Survey in February 1997..
 AA3852
 AA3852.The orthometric height was determined by GPS observations and a
 AA3852.high-resolution geoid model.
 AA3852
 AA3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3852
 AA3852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3852
 AA3852.The ellipsoidal height was determined by GPS observations
 AA3852.and is referenced to NAD 83.
 AA3852
 AA3852.The geoid height was determined by GEOID03.
 AA3852
 AA3852;                    North         East     Units Scale Factor Converg.
 AA3852;SPC MI S     -   147,088.409 3,867,915.353   MT  0.99990767   -1 05 57.1
 AA3852;SPC MI S     -   482,573.52 12,690,011.00   iFT  0.99990767   -1 05 57.1
 AA3852;UTM  16      - 4,740,528.632   583,237.375   MT  0.99968524   +0 41 31.1
 AA3852
 AA3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3852!SPC MI S     -   0.99997266  x   0.99990767  =   0.99988033
 AA3852!UTM  16      -   0.99997266  x   0.99968524  =   0.99965791
 AA3852
 AA3852                          SUPERSEDED SURVEY CONTROL
 AA3852
 AA3852  ELLIP H (02/03/97)  174.36   (m)                       GP(       ) 4 1
 AA3852  NAD 83(1994)-  42 48 46.05347(N)    085 58 54.76650(W) AD(       ) 1
 AA3852
 AA3852.Superseded values are not recommended for survey control.
 AA3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3852.See file dsdata.txt to determine how the superseded data were derived.
 AA3852
 AA3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8323740529(NAD 83)
 AA3852_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3852_STAMPING: 70101 1980
 AA3852_MARK LOGO: MIDT  
 AA3852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3852+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2004
 AA3852
 AA3852  HISTORY     - Date     Condition        Report By
 AA3852  HISTORY     - 1980     MONUMENTED       MIDT
 AA3852  HISTORY     - 20010303 GOOD             WOOLPT
 AA3852  HISTORY     - 20040202 GOOD             INDIV
 AA3852
 AA3852                          STATION DESCRIPTION
 AA3852
 AA3852'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 (NCK)
 AA3852'STATION IS LOCATED IN QUAD 420854 ON THE HUDSONVILLE WEST QUADRANGLE
 AA3852'MAP. IT IS IN THE SOUTHEAST 1/4 SECTION 17, T-5-N, R-14-W, ZEELAND
 AA3852'TOWNSHIP, ABOUT 2 MI (3.2 KM) EAST OF ZEELAND, ABOUT 6 MI (9.7 KM)
 AA3852'SOUTHWEST OF HUDSONVILLE, AND ABOUT 20 MI (32.2 KM) SOUTHEAST OF GRAND
 AA3852'HAVEN, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH STATION FROM ZEELAND
 AA3852'TOWNSHIP HALL IN THE VILLAGE OF VRIESLAND LOCATED ON COUNTY ROAD 64TH
 AA3852'AVENUE, GO SOUTH 0.05 MI (0.08 KM) ALONG COUNTY ROAD 64TH AVENUE TO
 AA3852'BYRON ROAD. TURN RIGHT AND GO WEST 2.2 MI (3.5 KM) ALONG BYRON ROAD TO
 AA3852'THE NORTHWESTERLY QUADRANT OF THE INTERCHANGE OF INTERSTATE I-196,
 AA3852'BYRON ROAD (BUSINESS ROUTE I-196)AND THE STATION ON THE RIGHT AS
 AA3852'DESCRIBED. STATION IS AN ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET
 AA3852'FLUSH WITH GROUND. IT IS 190 FT (57.9 M) NORTH FROM EDGE OF CONCRETE
 AA3852'PAVEMENT OF WEST BOUND ROADWAY OF BYRON ROAD, 181 FT (55.2 M) WEST
 AA3852'FROM PK NAIL ON TOP OF GUARD RAIL POST (LOCATED 64 FT (19.5 M) NORTH
 AA3852'OF THE NORTHEAST END OF CONCRETE RAIL ON OVERPASS), 102 FT (31.1 M)
 AA3852'WEST FROM A 12 INCH POPLAR TREE, AT HIGHEST POINT ON EMBANKMENT IN
 AA3852'NORTHWEST GORE OF INTERSTATE I-196 INTERCHANGE AT BYRON ROAD, AND 3 FT
 AA3852'(0.9 M) EAST FROM METAL WITNESS POST WITH SIGN.
 AA3852
 AA3852                          STATION RECOVERY (2001)
 AA3852
 AA3852'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 AA3852'RECOVERED IN GOOD CONDITION.
 AA3852
 AA3852                          STATION RECOVERY (2004)
 AA3852
 AA3852'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 AA3852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3853 ***********************************************************************
 AA3853  DESIGNATION -  70103
 AA3853  PID         -  AA3853
 AA3853  STATE/COUNTY-  MI/OTTAWA
 AA3853  USGS QUAD   -  PORT SHELDON (1980)
 AA3853
 AA3853                         *CURRENT SURVEY CONTROL
 AA3853  ___________________________________________________________________
 AA3853* NAD 83(1994)-  42 58 18.09108(N)    086 10 52.08997(W)     ADJUSTED  
 AA3853* NAVD 88     -       189.5    (meters)     622.     (feet)  GPS OBS   
 AA3853  ___________________________________________________________________
 AA3853  X           -     311,313.761 (meters)                     COMP
 AA3853  Y           -  -4,663,833.002 (meters)                     COMP
 AA3853  Z           -   4,325,307.604 (meters)                     COMP
 AA3853  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AA3853  ELLIP HEIGHT-         156.01  (meters)          (07/17/02) GPS OBS
 AA3853  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA3853
 AA3853  HORZ ORDER  -  FIRST
 AA3853  ELLP ORDER  -  FOURTH    CLASS I
 AA3853
 AA3853.The horizontal coordinates were established by GPS observations
 AA3853.and adjusted by the National Geodetic Survey in February 1997..
 AA3853
 AA3853.The orthometric height was determined by GPS observations and a
 AA3853.high-resolution geoid model.
 AA3853
 AA3853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3853
 AA3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3853
 AA3853.The ellipsoidal height was determined by GPS observations
 AA3853.and is referenced to NAD 83.
 AA3853
 AA3853.The geoid height was determined by GEOID03.
 AA3853
 AA3853;                    North         East     Units Scale Factor Converg.
 AA3853;SPC MI S     -   165,066.858 3,852,003.575   MT  0.99990802   -1 14 05.3
 AA3853;SPC MI S     -   541,557.93 12,637,807.00   iFT  0.99990802   -1 14 05.3
 AA3853;UTM  16      - 4,757,996.513   566,775.044   MT  0.99965485   +0 33 29.5
 AA3853
 AA3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3853!SPC MI S     -   0.99997553  x   0.99990802  =   0.99988356
 AA3853!UTM  16      -   0.99997553  x   0.99965485  =   0.99963039
 AA3853
 AA3853                          SUPERSEDED SURVEY CONTROL
 AA3853
 AA3853  ELLIP H (02/03/97)  156.03   (m)                       GP(       ) 4 1
 AA3853  NAD 83(1994)-  42 58 18.09257(N)    086 10 52.09982(W) AD(       ) 1
 AA3853
 AA3853.Superseded values are not recommended for survey control.
 AA3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3853.See file dsdata.txt to determine how the superseded data were derived.
 AA3853
 AA3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6677557997(NAD 83)
 AA3853_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3853_STAMPING: 70103 1980
 AA3853_MARK LOGO: MIDT  
 AA3853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3853+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2004
 AA3853
 AA3853  HISTORY     - Date     Condition        Report By
 AA3853  HISTORY     - 1980     MONUMENTED       MIDT
 AA3853  HISTORY     - 20040411 GOOD             INDIV
 AA3853
 AA3853                          STATION DESCRIPTION
 AA3853
 AA3853'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AA3853'STATION IS LOCATED IN QUAD 420861 ON THE PORT SHELDON QUADRANGLE MAP.
 AA3853'IT IS IN SECTION 26, T7N, R16W, GRAND HAVEN TOWNSHIP, ABOUT 6 MILES
 AA3853'(9.7 KM) SOUTH OF GRAND HAVEN, ABOUT 13 MILES (20.9 KM) NORTH OF
 AA3853'HOLLAND AND ABOUT 17.5 MILES (28.2 KM) NORTHWEST OF HUDSONVILLE. IT IS
 AA3853'LOCATED IN THE UNITED STATES HIGHWAY 31 RIGHT-OF-WAY CLEAR VISION
 AA3853'AREA. TO REACH THE STATION AT THE INTERSECTION OF UNITED STATES
 AA3853'HIGHWAY 31 AND STATE HIGHWAY M-45 (LAKE MICHIGAN DRIVE) ABOUT 6.0
 AA3853'MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO TO THE SOUTHEAST QUADRANT OF
 AA3853'THIS INTERSECTION TO THE STATION AS DESCRIBED. STATION IS A STANDARD
 AA3853'ALUMINUM DISK IN TOP OF 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH
 AA3853'WITH GROUND. IT IS 105.0 FEET (32.0 M) WEST OF THE SOUTHERLY SIGN POST
 AA3853'OF LOG CABIN SIGN, 59.0 FEET (18.0 M) NORTHEASTERLY OF THE CENTER OF
 AA3853'NORTHBOUND UNITED STATES HIGHWAY 31, 92.6 FEET (28.2 M) SOUTHERLY OF A
 AA3853'UTILITY POLE, 55.2 FEET (16.8 M) NORTHWESTERLY OF A SIGN POST (OLD
 AA3853'SIGN), AND 2.0 FEET (0.6 M) EAST OF A METAL WITNESS POST WITH SIGN.
 AA3853
 AA3853                          STATION RECOVERY (2004)
 AA3853
 AA3853'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3854 ***********************************************************************
 AA3854  DESIGNATION -  70200
 AA3854  PID         -  AA3854
 AA3854  STATE/COUNTY-  MI/OTTAWA
 AA3854  USGS QUAD   -  HOLLAND EAST (1980)
 AA3854
 AA3854                         *CURRENT SURVEY CONTROL
 AA3854  ___________________________________________________________________
 AA3854* NAD 83(1994)-  42 46 44.97987(N)    086 04 49.57308(W)     ADJUSTED  
 AA3854* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 AA3854  ___________________________________________________________________
 AA3854  X           -     320,505.615 (meters)                     COMP
 AA3854  Y           -  -4,677,808.152 (meters)                     COMP
 AA3854  Z           -   4,309,642.803 (meters)                     COMP
 AA3854  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AA3854  ELLIP HEIGHT-         170.26  (meters)          (07/17/02) GPS OBS
 AA3854  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 AA3854
 AA3854  HORZ ORDER  -  FIRST
 AA3854  ELLP ORDER  -  FOURTH    CLASS I
 AA3854
 AA3854.The horizontal coordinates were established by GPS observations
 AA3854.and adjusted by the National Geodetic Survey in February 1997..
 AA3854
 AA3854.The orthometric height was determined by GPS observations and a
 AA3854.high-resolution geoid model.
 AA3854
 AA3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3854
 AA3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3854
 AA3854.The ellipsoidal height was determined by GPS observations
 AA3854.and is referenced to NAD 83.
 AA3854
 AA3854.The geoid height was determined by GEOID03.
 AA3854
 AA3854;                    North         East     Units Scale Factor Converg.
 AA3854;SPC MI S     -   143,512.853 3,859,780.595   MT  0.99990858   -1 09 58.6
 AA3854;SPC MI S     -   470,842.69 12,663,322.16   iFT  0.99990858   -1 09 58.6
 AA3854;UTM  16      - 4,736,701.465   575,220.192   MT  0.99966961   +0 37 28.5
 AA3854
 AA3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3854!SPC MI S     -   0.99997330  x   0.99990858  =   0.99988188
 AA3854!UTM  16      -   0.99997330  x   0.99966961  =   0.99964292
 AA3854
 AA3854                          SUPERSEDED SURVEY CONTROL
 AA3854
 AA3854  ELLIP H (02/03/97)  170.28   (m)                       GP(       ) 4 1
 AA3854  NAD 83(1994)-  42 46 44.98075(N)    086 04 49.58421(W) AD(       ) 1
 AA3854
 AA3854.Superseded values are not recommended for survey control.
 AA3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3854.See file dsdata.txt to determine how the superseded data were derived.
 AA3854
 AA3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7522036701(NAD 83)
 AA3854_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3854_STAMPING: 70200 1993
 AA3854_MARK LOGO: MIDT  
 AA3854_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA3854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3854+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 AA3854
 AA3854  HISTORY     - Date     Condition        Report By
 AA3854  HISTORY     - 1993     MONUMENTED       MIDT
 AA3854  HISTORY     - 20040504 GOOD             INDIV
 AA3854
 AA3854                          STATION DESCRIPTION
 AA3854
 AA3854'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3854'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3854'IT IS IN SECTION 28, T-5-N, R-15-W, HOLLAND TOWNSHIP,  ABOUT 3.5 MILES
 AA3854'(5.6 KM) SOUTHWEST OF ZEELAND, ABOUT 10.5 MILES (16.9 KM) NORTH OF
 AA3854'SAUGATUCK, AND ABOUT 20.0 MILES (32.2 KM) SOUTHEAST OF GRAND HAVEN.
 AA3854'THE STATION IS IN THE EAST RIGHT-OF-WAY OF UNITED STATES HIGHWAY 31.
 AA3854'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAY M-40 AND UNITED
 AA3854'STATES HIGHWAY 31 IN THE CITY OF HOLLAND, GO NORTH ALONG UNITED STATES
 AA3854'HIGHWAY 31 FOR 1.65 MILES, CROSSING 24TH STREET TO STATION ON RIGHT AS
 AA3854'DESCRIBED. STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET
 AA3854'FLUSH WITH GROUND. IT IS 7.1 FT (2.2 M) EASTERLY OF EDGE OF BITUMINOUS
 AA3854'SHOULDER NORTHBOUND UNITED STATES HIGHWAY 31, 36.0 FT (11.0 M)
 AA3854'WESTERLY OF RIGHT-OF-WAY FENCE, 77.3 FT (23.6 M) SOUTHWESTERLY OF A
 AA3854'CONCRETE LIGHT POLE BASE, 53.5 FT (16.3 M) SOUTHWESTERLY OF A 6 INCH
 AA3854'SCHRUB PARTIALLY CUT OFF, 26.3 FT (8.0 M) SOUTHWESTERLY OF A MAPLE
 AA3854'SAPLING, AND 4.0 FT (1.2 M) WESTERLY OF A METAL WITNESS POST WITH
 AA3854'SIGN.
 AA3854
 AA3854                          STATION RECOVERY (2004)
 AA3854
 AA3854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3855 ***********************************************************************
 AA3855  DESIGNATION -  70201
 AA3855  PID         -  AA3855
 AA3855  STATE/COUNTY-  MI/OTTAWA
 AA3855  USGS QUAD   -  HOLLAND EAST (1980)
 AA3855
 AA3855                         *CURRENT SURVEY CONTROL
 AA3855  ___________________________________________________________________
 AA3855* NAD 83(1994)-  42 47 40.82609(N)    086 04 50.97749(W)     ADJUSTED  
 AA3855* NAVD 88     -       184.8    (meters)     606.     (feet)  GPS OBS   
 AA3855  ___________________________________________________________________
 AA3855  X           -     320,392.810 (meters)                     COMP
 AA3855  Y           -  -4,676,628.671 (meters)                     COMP
 AA3855  Z           -   4,310,894.755 (meters)                     COMP
 AA3855  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AA3855  ELLIP HEIGHT-         151.44  (meters)          (07/17/02) GPS OBS
 AA3855  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 AA3855
 AA3855  HORZ ORDER  -  FIRST
 AA3855  ELLP ORDER  -  FOURTH    CLASS I
 AA3855
 AA3855.The horizontal coordinates were established by GPS observations
 AA3855.and adjusted by the National Geodetic Survey in February 1997..
 AA3855
 AA3855.The orthometric height was determined by GPS observations and a
 AA3855.high-resolution geoid model.
 AA3855
 AA3855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3855
 AA3855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3855
 AA3855.The ellipsoidal height was determined by GPS observations
 AA3855.and is referenced to NAD 83.
 AA3855
 AA3855.The geoid height was determined by GEOID03.
 AA3855
 AA3855;                    North         East     Units Scale Factor Converg.
 AA3855;SPC MI S     -   145,236.287 3,859,783.761   MT  0.99990812   -1 09 59.5
 AA3855;SPC MI S     -   476,497.00 12,663,332.55   iFT  0.99990812   -1 09 59.5
 AA3855;UTM  16      - 4,738,423.745   575,169.507   MT  0.99966951   +0 37 28.2
 AA3855
 AA3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3855!SPC MI S     -   0.99997625  x   0.99990812  =   0.99988437
 AA3855!UTM  16      -   0.99997625  x   0.99966951  =   0.99964577
 AA3855
 AA3855                          SUPERSEDED SURVEY CONTROL
 AA3855
 AA3855  ELLIP H (02/03/97)  151.46   (m)                       GP(       ) 4 1
 AA3855  NAD 83(1994)-  42 47 40.82698(N)    086 04 50.98863(W) AD(       ) 1
 AA3855
 AA3855.Superseded values are not recommended for survey control.
 AA3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3855.See file dsdata.txt to determine how the superseded data were derived.
 AA3855
 AA3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7517038424(NAD 83)
 AA3855_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3855_STAMPING: 70201 1993
 AA3855_MARK LOGO: MIDT  
 AA3855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3855+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 AA3855
 AA3855  HISTORY     - Date     Condition        Report By
 AA3855  HISTORY     - 1993     MONUMENTED       MIDT
 AA3855  HISTORY     - 20040504 GOOD             INDIV
 AA3855
 AA3855                          STATION DESCRIPTION
 AA3855
 AA3855'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3855'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3855'IT IS IN SECTION 28, T-5-N, R-15-W, HOLLAND TOWNSHIP, ABOUT 3.5 MILES
 AA3855'(5.6 KM) SOUTHWEST OF ZEELAND, ABOUT 11.O MILES NORTH OF SAUGATUCK,
 AA3855'AND ABOUT 19.0 MILES (30.6 KM) SOUTHEAST OF GRAND HAVEN. THE STATION
 AA3855'IS IN THE EAST RIGHT-OF-WAY OF UNITED STATES HIGHWAY 31 AT THE ON RAMP
 AA3855'TO BUSINESS ROUTE INTERSTATE HIGHWAY I-196. TO REACH FROM INTERSECTION
 AA3855'OF STATE HIGHWAY M-40 AND UNITED STATES HIGHWAY 31 IN THE CITY OF
 AA3855'HOLLAND, GO NORTH ALONG UNITED STATES HIGHWAY 31 FOR 2.7 MILES (4.3
 AA3855'KM) TO STATION ON RIGHT AS DESCRIBED. STATION IS AN ALUMINUM DISK IN A
 AA3855'CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 14.3 FT (4.4 M)
 AA3855'EASTERLY OF EASTERLY EDGE OF CONCRETE TRAFFIC LANE, 41.6 FT (12.7 M)
 AA3855'WESTERLY OF EDGE OF CONCRETE RAMP, 54.0 FT (16.5 M) NORTHERLY OF
 AA3855'CENTER EASTERLY CONCRETE SIGN BASE (EXIT SIGN), 41.2 FT (12.6 M)
 AA3855'SOUTHERLY OF CENTER CONCRETE SIGN BASE (BRIDGE MAY BE ICY SIGN) AND
 AA3855'4.0 FT (1.2 M) WESTERLY OF A METAL WITNESS POST WITH SIGN.
 AA3855
 AA3855                          STATION RECOVERY (2004)
 AA3855
 AA3855'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3856 ***********************************************************************
 AA3856  DESIGNATION -  70202
 AA3856  PID         -  AA3856
 AA3856  STATE/COUNTY-  MI/OTTAWA
 AA3856  USGS QUAD   -  PORT SHELDON (1980)
 AA3856
 AA3856                         *CURRENT SURVEY CONTROL
 AA3856  ___________________________________________________________________
 AA3856* NAD 83(1994)-  42 54 37.20357(N)    086 08 28.12120(W)     ADJUSTED  
 AA3856* NAVD 88     -       187.5    (meters)     615.     (feet)  GPS OBS   
 AA3856  ___________________________________________________________________
 AA3856  X           -     314,881.368 (meters)                     COMP
 AA3856  Y           -  -4,668,246.326 (meters)                     COMP
 AA3856  Z           -   4,320,316.238 (meters)                     COMP
 AA3856  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AA3856  ELLIP HEIGHT-         154.07  (meters)          (07/17/02) GPS OBS
 AA3856  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 AA3856
 AA3856  HORZ ORDER  -  FIRST
 AA3856  ELLP ORDER  -  FOURTH    CLASS I
 AA3856
 AA3856.The horizontal coordinates were established by GPS observations
 AA3856.and adjusted by the National Geodetic Survey in February 1997..
 AA3856
 AA3856.The orthometric height was determined by GPS observations and a
 AA3856.high-resolution geoid model.
 AA3856
 AA3856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3856
 AA3856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3856
 AA3856.The ellipsoidal height was determined by GPS observations
 AA3856.and is referenced to NAD 83.
 AA3856
 AA3856.The geoid height was determined by GEOID03.
 AA3856
 AA3856;                    North         East     Units Scale Factor Converg.
 AA3856;SPC MI S     -   158,183.162 3,855,121.323   MT  0.99990698   -1 12 27.3
 AA3856;SPC MI S     -   518,973.63 12,648,035.84   iFT  0.99990698   -1 12 27.3
 AA3856;UTM  16      - 4,751,215.413   570,105.777   MT  0.99966046   +0 35 05.2
 AA3856
 AA3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3856!SPC MI S     -   0.99997584  x   0.99990698  =   0.99988282
 AA3856!UTM  16      -   0.99997584  x   0.99966046  =   0.99963631
 AA3856
 AA3856                          SUPERSEDED SURVEY CONTROL
 AA3856
 AA3856  ELLIP H (02/03/97)  154.09   (m)                       GP(       ) 4 1
 AA3856  NAD 83(1994)-  42 54 37.20507(N)    086 08 28.13104(W) AD(       ) 1
 AA3856
 AA3856.Superseded values are not recommended for survey control.
 AA3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3856.See file dsdata.txt to determine how the superseded data were derived.
 AA3856
 AA3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7010651215(NAD 83)
 AA3856_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3856_STAMPING: 70202 1993
 AA3856_MARK LOGO: MIDT  
 AA3856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3856+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 AA3856
 AA3856  HISTORY     - Date     Condition        Report By
 AA3856  HISTORY     - 1993     MONUMENTED       MIDT
 AA3856  HISTORY     - 20041202 GOOD             INDIV
 AA3856
 AA3856                          STATION DESCRIPTION
 AA3856
 AA3856'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3856'STATION IS LOCATED IN QUAD 420861 ON THE PORT SHELDON QUADRANGLE MAP.
 AA3856'IT IS NEAR THE TOWNSHIP LINE BETWEEN SECTION 13 OF PORT SHELDON
 AA3856'TOWNSHIP, AND SECTION 18 OF OLIVE TOWNSHIP, T-6-N, R-16-W, ABOUT 10.0
 AA3856'MILES (16.1 KM) NORTHWEST OF HOLLAND, ABOUT 11.0 MILES (17.7 KM)
 AA3856'SOUTHEAST OF GRAND HAVEN, AND ABOUT 9.5 MILES (15.3 KM) NORTHWEST OF
 AA3856'ZEELAND, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM INTERSECTION OF
 AA3856'STATE HIGHWAY M-45 AND UNITED STATES HIGHWAY 31 ABOUT 6.0 MILES (9.7
 AA3856'KM) SOUTH OF GRAND HAVEN, GO SOUTH ALONG UNITED STATES HIGHWAY 31 FOR
 AA3856'4.9 MILES (7.9 KM) TO STATION ON RIGHT AS DESCRIBED. STATION IS
 AA3856'APPROXIMATELY 100 FT (30.5 M) NORTH OF BAGLEY STREET. STATION IS AN
 AA3856'ALUMINUM DISK IN A CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 10.8
 AA3856'FT (3.3 M) WESTERLY OF EDGE OF BITUMINOUS SHOULDER NORTHBOUND UNITED
 AA3856'STATES HIGHWAY 31, 81.0 FT (24.7 M) EASTERLY OF MOST EASTERLY RAIL OF
 AA3856'RAILROAD TRACK, 62.0 FT (18.9 M) NORTHEASTERLY OF GUY WIRE ANCHOR AT
 AA3856'GROUND, 74.0 FT (22.6 M) NORTHEASTERLY OF A UTILITY POLE, AND 4.0 FT
 AA3856'(1.2 M) EASTERLY OF A METAL WITNESS POST WITH SIGN.
 AA3856
 AA3856                          STATION RECOVERY (2004)
 AA3856
 AA3856'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3857 ***********************************************************************
 AA3857  DESIGNATION -  70203
 AA3857  PID         -  AA3857
 AA3857  STATE/COUNTY-  MI/OTTAWA
 AA3857  USGS QUAD   -  PORT SHELDON (1980)
 AA3857
 AA3857                         *CURRENT SURVEY CONTROL
 AA3857  ___________________________________________________________________
 AA3857* NAD 83(1994)-  42 55 20.03590(N)    086 08 52.65096(W)     ADJUSTED  
 AA3857* NAVD 88     -       187.6    (meters)     615.     (feet)  GPS OBS   
 AA3857  ___________________________________________________________________
 AA3857  X           -     314,265.742 (meters)                     COMP
 AA3857  Y           -  -4,667,385.815 (meters)                     COMP
 AA3857  Z           -   4,321,284.318 (meters)                     COMP
 AA3857  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA3857  ELLIP HEIGHT-         154.18  (meters)          (07/17/02) GPS OBS
 AA3857  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 AA3857
 AA3857  HORZ ORDER  -  FIRST
 AA3857  ELLP ORDER  -  FOURTH    CLASS I
 AA3857
 AA3857.The horizontal coordinates were established by GPS observations
 AA3857.and adjusted by the National Geodetic Survey in February 1997..
 AA3857
 AA3857.The orthometric height was determined by GPS observations and a
 AA3857.high-resolution geoid model.
 AA3857
 AA3857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3857
 AA3857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3857
 AA3857.The ellipsoidal height was determined by GPS observations
 AA3857.and is referenced to NAD 83.
 AA3857
 AA3857.The geoid height was determined by GEOID03.
 AA3857
 AA3857;                    North         East     Units Scale Factor Converg.
 AA3857;SPC MI S     -   159,516.238 3,854,593.046   MT  0.99990709   -1 12 44.0
 AA3857;SPC MI S     -   523,347.24 12,646,302.64   iFT  0.99990709   -1 12 44.0
 AA3857;UTM  16      - 4,752,530.989   569,536.202   MT  0.99965948   +0 34 49.0
 AA3857
 AA3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3857!SPC MI S     -   0.99997582  x   0.99990709  =   0.99988291
 AA3857!UTM  16      -   0.99997582  x   0.99965948  =   0.99963531
 AA3857
 AA3857                          SUPERSEDED SURVEY CONTROL
 AA3857
 AA3857  ELLIP H (02/03/97)  154.20   (m)                       GP(       ) 4 1
 AA3857  NAD 83(1994)-  42 55 20.03740(N)    086 08 52.66081(W) AD(       ) 1
 AA3857
 AA3857.Superseded values are not recommended for survey control.
 AA3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3857.See file dsdata.txt to determine how the superseded data were derived.
 AA3857
 AA3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6953652531(NAD 83)
 AA3857_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3857_STAMPING: 70203 1993
 AA3857_MARK LOGO: MIDT  
 AA3857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3857+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3857
 AA3857  HISTORY     - Date     Condition        Report By
 AA3857  HISTORY     - 1993     MONUMENTED       MIDT
 AA3857  HISTORY     - 20041206 MARK NOT FOUND   INDIV
 AA3857
 AA3857                          STATION DESCRIPTION
 AA3857
 AA3857'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3857'STATION IS LOCATED IN QUAD 420861 ON THE PORT SHELDON QUADRANGLE MAP.
 AA3857'IT IS IN SECTION 12, T-6-N, R-16-W, PORT SHELDON TOWNSHIP, ABOUT 10.5
 AA3857'MILES (16.9 KM) SOUTHEASTERLY OF GRAND HAVEN, ABOUT 11.0 MILES (17.7
 AA3857'KM) NORTHWESTERLY OF HOLLAND, AND ABOUT 10.5 MILES (16.9 KM)
 AA3857'SOUTHWESTERLY OF ALLENDALE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM
 AA3857'INTERSECTION OF STATE HIGHWAY M-45 AND UNITED STATES HIGHWAY 31 ABOUT
 AA3857'6.0 MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO SOUTH ALONG UNITED STATES
 AA3857'HIGHWAY 31 FOR 4.9 MILES (7.9 KM) TO STATION ON RIGHT AS DESCRIBED.
 AA3857'THE STATION IS APPROXIMATELY 250 FT (76.2 M) NORTH OF CROSWELL STREET.
 AA3857'STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET FLUSH WITH
 AA3857'GROUND. IT IS 168.0 FT (51.2 M) SOUTHERLY OF A 27 INCH DIAMETER TWIN
 AA3857'MAPLE, 106.8 FT (32.6 M) EASTERLY OF MOST EASTERLY RAIL OF 2 SETS
 AA3857'RAILROAD TRACKS, 39.9 FT (12.2 M) SOUTHEASTERLY OF TOP CENTER OF A 12
 AA3857'INCH DIAMETER CONCRETE CULVERT, 11.0 FT (3.4 M) WESTERLY OF EDGE
 AA3857'BITUMINOUS SHOULDER NORTHBOUND UNITED STATES HIGHWAY 31, AND 4.0 FT
 AA3857'(1.2 M) EASTERLY OF  A METAL WITNESS POST WITH SIGN.
 AA3857
 AA3857                          STATION RECOVERY (2004)
 AA3857
 AA3857'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA3857'MONUMENT APPEARS TO BE GONE DUE TO CONSTRUCTION.  NEW TURN LANE PUT IN
 AA3857'OFF OF SOUTHBOUND US 31 TO ACCESS WESTBOUND CROSWELL. NEW GRASS
 AA3857'PLANTED IN AREA 250 FEET NORTH OF CROSWELL AND 106.8 FEET EAST OF
 AA3857'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3858 ***********************************************************************
 AA3858  DESIGNATION -  70204
 AA3858  PID         -  AA3858
 AA3858  STATE/COUNTY-  MI/OTTAWA
 AA3858  USGS QUAD   -  HOLLAND EAST (1980)
 AA3858
 AA3858                         *CURRENT SURVEY CONTROL
 AA3858  ___________________________________________________________________
 AA3858* NAD 83(1994)-  42 51 33.76441(N)    086 01 13.77948(W)     ADJUSTED  
 AA3858* NAVD 88     -       199.8    (meters)     656.     (feet)  GPS OBS   
 AA3858  ___________________________________________________________________
 AA3858  X           -     324,978.792 (meters)                     COMP
 AA3858  Y           -  -4,671,424.986 (meters)                     COMP
 AA3858  Z           -   4,316,176.857 (meters)                     COMP
 AA3858  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AA3858  ELLIP HEIGHT-         166.43  (meters)          (07/17/02) GPS OBS
 AA3858  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AA3858
 AA3858  HORZ ORDER  -  FIRST
 AA3858  ELLP ORDER  -  FOURTH    CLASS I
 AA3858
 AA3858.The horizontal coordinates were established by GPS observations
 AA3858.and adjusted by the National Geodetic Survey in February 1997..
 AA3858
 AA3858.The orthometric height was determined by GPS observations and a
 AA3858.high-resolution geoid model.
 AA3858
 AA3858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3858
 AA3858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3858
 AA3858.The ellipsoidal height was determined by GPS observations
 AA3858.and is referenced to NAD 83.
 AA3858
 AA3858.The geoid height was determined by GEOID03.
 AA3858
 AA3858;                    North         East     Units Scale Factor Converg.
 AA3858;SPC MI S     -   152,323.571 3,864,859.438   MT  0.99990698   -1 07 31.7
 AA3858;SPC MI S     -   499,749.25 12,679,985.03   iFT  0.99990698   -1 07 31.7
 AA3858;UTM  16      - 4,745,664.544   580,020.018   MT  0.99967877   +0 39 58.7
 AA3858
 AA3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3858!SPC MI S     -   0.99997390  x   0.99990698  =   0.99988088
 AA3858!UTM  16      -   0.99997390  x   0.99967877  =   0.99965268
 AA3858
 AA3858                          SUPERSEDED SURVEY CONTROL
 AA3858
 AA3858  ELLIP H (02/03/97)  166.45   (m)                       GP(       ) 4 1
 AA3858  NAD 83(1994)-  42 51 33.76599(N)    086 01 13.78840(W) AD(       ) 1
 AA3858
 AA3858.Superseded values are not recommended for survey control.
 AA3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3858.See file dsdata.txt to determine how the superseded data were derived.
 AA3858
 AA3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8002045665(NAD 83)
 AA3858_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3858_STAMPING: 70204 1993
 AA3858_MARK LOGO: MIDT  
 AA3858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3858+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3858
 AA3858  HISTORY     - Date     Condition        Report By
 AA3858  HISTORY     - 1993     MONUMENTED       MIDT
 AA3858  HISTORY     - 20040310 MARK NOT FOUND   INDIV
 AA3858
 AA3858                          STATION DESCRIPTION
 AA3858
 AA3858'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3858'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3858'IT IS IN THE SOUTHEAST 1/4 OF SECTION 36, T-6-N, R-15-W, BLENDON
 AA3858'TOWNSHIP, ABOUT 3.4 MILES (5.5 KM) NORTH OF ZEELAND, ABOUT 8.0 MILES
 AA3858'(12.9 KM) WEST OF HUDSONVILLE, AND ABOUT 16 MILES (25.7 KM) SOUTHEAST
 AA3858'OF GRAND HAVEN. TO REACH FROM THE BLENDON OLIVE TOWNSHIP FIRE
 AA3858'DEPARTMENT COMMUNITY CENTER IN THE VILLAGE OF BORCULO, GO SOUTH ON
 AA3858'96TH STREET FOR 2.0 MILES (3.2 KM) TO STATION ON THE RIGHT AS
 AA3858'DESCRIBED. STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET
 AA3858'FLUSH WITH GROUND. IT IS 19.0 FT (5.8 M) WESTERLY OF THE CENTER OF
 AA3858'96TH STREET, 117.0 FT (35.7 M) SOUTHERLY OF A 15 INCH DIAMETER
 AA3858'CONCRETE CULVERT, 89.0 FT (27.1 M) SOUTHWESTERLY OF A UTILITY POLE,
 AA3858'10.6 FT (3.2 M) EASTERLY OF THE CENTER OF A DITCH, AND 9.0 FT (2.7 M)
 AA3858'EASTERLY OF A METAL WITNESS POST WITH SIGN.
 AA3858
 AA3858                          STATION RECOVERY (2004)
 AA3858
 AA3858'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3859 ***********************************************************************
 AA3859  DESIGNATION -  70205
 AA3859  PID         -  AA3859
 AA3859  STATE/COUNTY-  MI/OTTAWA
 AA3859  USGS QUAD   -  HOLLAND EAST (1980)
 AA3859
 AA3859                         *CURRENT SURVEY CONTROL
 AA3859  ___________________________________________________________________
 AA3859* NAD 83(1994)-  42 52 12.38394(N)    086 01 15.14764(W)     ADJUSTED  
 AA3859* NAVD 88     -       199.1    (meters)     653.     (feet)  GPS OBS   
 AA3859  ___________________________________________________________________
 AA3859  X           -     324,891.510 (meters)                     COMP
 AA3859  Y           -  -4,670,617.832 (meters)                     COMP
 AA3859  Z           -   4,317,049.872 (meters)                     COMP
 AA3859  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA3859  ELLIP HEIGHT-         165.69  (meters)          (07/17/02) GPS OBS
 AA3859  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AA3859
 AA3859  HORZ ORDER  -  FIRST
 AA3859  ELLP ORDER  -  FOURTH    CLASS I
 AA3859
 AA3859.The horizontal coordinates were established by GPS observations
 AA3859.and adjusted by the National Geodetic Survey in February 1997..
 AA3859
 AA3859.The orthometric height was determined by GPS observations and a
 AA3859.high-resolution geoid model.
 AA3859
 AA3859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3859
 AA3859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3859
 AA3859.The ellipsoidal height was determined by GPS observations
 AA3859.and is referenced to NAD 83.
 AA3859
 AA3859.The geoid height was determined by GEOID03.
 AA3859
 AA3859;                    North         East     Units Scale Factor Converg.
 AA3859;SPC MI S     -   153,515.576 3,864,851.798   MT  0.99990691   -1 07 32.7
 AA3859;SPC MI S     -   503,660.03 12,679,959.97   iFT  0.99990691   -1 07 32.7
 AA3859;UTM  16      - 4,746,855.455   579,975.120   MT  0.99967869   +0 39 58.2
 AA3859
 AA3859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3859!SPC MI S     -   0.99997402  x   0.99990691  =   0.99988093
 AA3859!UTM  16      -   0.99997402  x   0.99967869  =   0.99965271
 AA3859
 AA3859                          SUPERSEDED SURVEY CONTROL
 AA3859
 AA3859  ELLIP H (02/03/97)  165.71   (m)                       GP(       ) 4 1
 AA3859  NAD 83(1994)-  42 52 12.38552(N)    086 01 15.15656(W) AD(       ) 1
 AA3859
 AA3859.Superseded values are not recommended for survey control.
 AA3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3859.See file dsdata.txt to determine how the superseded data were derived.
 AA3859
 AA3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7997546855(NAD 83)
 AA3859_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3859_STAMPING: 70205 1993
 AA3859_MARK LOGO: MIDT  
 AA3859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3859+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3859
 AA3859  HISTORY     - Date     Condition        Report By
 AA3859  HISTORY     - 1993     MONUMENTED       MIDT
 AA3859  HISTORY     - 20040305 POOR             INDIV
 AA3859
 AA3859                          STATION DESCRIPTION
 AA3859
 AA3859'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3859'STATION IS LOCATED IN QUAD 420861 ON THE HOLLAND EAST QUADRANGLE MAP.
 AA3859'IT IS IN THE SOUTHEAST 1/4 OF SECTION 25, T-6-N, R-15-W, BLENDON
 AA3859'TOWNSHIP, ABOUT 4.4 MILES (7.1 KM) NORTH OF ZEELAND, ABOUT 8.0 MILES
 AA3859'(12.9 KM) WEST OF HUDSONVILLE, AND ABOUT 15.0 MILES (24.1 KM)
 AA3859'SOUTHEAST OF GRAND HAVEN. TO REACH FROM THE BLENDON OLIVE TOWNSHIP
 AA3859'FIRE DEPARTMENT COMMUNITY CENTER IN THE VILLAGE OF BORCULO, GO SOUTH
 AA3859'ON 96TH AVENUE FOR 1.0 MILES (1.6 KM) TO STATION ON RIGHT AS
 AA3859'DESCRIBED. STATION IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET
 AA3859'FLUSH WITH GROUND.  IT IS 174.0 FT (53.0 M) SOUTH OF THE CENTER OF
 AA3859'VANBUREN STREET, 29.0 FT (8.8 M) WEST OF THE CENTER OF 96TH AVENUE,
 AA3859'16.0 FT (4.9 M) SOUTH OF A FIELD DRIVE, 144.0 FT (43.9 M)
 AA3859'SOUTHWESTERLY OF A UTILITY POLE, 4.0 FT (1.2 M) NORTH OF A WITNESS
 AA3859'POST WITH SIGN. STATION IS ON THE BACK SIDE OF DITCH, SOUTHERLY OF A
 AA3859'FARM FIELD DRIVE.
 AA3859
 AA3859                          STATION RECOVERY (2004)
 AA3859
 AA3859'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3859'MARK HAS BEEN HIT AND BENT OVER.
 AA3859'LOCATED 1.2 MILES SOUTH OF BLENDON TWP. COMMUNITY CENTER/FIRE DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3860 ***********************************************************************
 AA3860  DESIGNATION -  70206
 AA3860  PID         -  AA3860
 AA3860  STATE/COUNTY-  MI/OTTAWA
 AA3860  USGS QUAD   -  BORCULO (1972)
 AA3860
 AA3860                         *CURRENT SURVEY CONTROL
 AA3860  ___________________________________________________________________
 AA3860* NAD 83(1994)-  42 58 21.81358(N)    086 07 22.01116(W)     ADJUSTED  
 AA3860* NAVD 88     -       189.4    (meters)     621.     (feet)  GPS OBS   
 AA3860  ___________________________________________________________________
 AA3860  X           -     316,058.369 (meters)                     COMP
 AA3860  Y           -  -4,663,435.300 (meters)                     COMP
 AA3860  Z           -   4,325,391.574 (meters)                     COMP
 AA3860  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA3860  ELLIP HEIGHT-         155.89  (meters)          (07/17/02) GPS OBS
 AA3860  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA3860
 AA3860  HORZ ORDER  -  FIRST
 AA3860  ELLP ORDER  -  FOURTH    CLASS I
 AA3860
 AA3860.The horizontal coordinates were established by GPS observations
 AA3860.and adjusted by the National Geodetic Survey in February 1997..
 AA3860
 AA3860.The orthometric height was determined by GPS observations and a
 AA3860.high-resolution geoid model.
 AA3860
 AA3860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3860
 AA3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3860
 AA3860.The ellipsoidal height was determined by GPS observations
 AA3860.and is referenced to NAD 83.
 AA3860
 AA3860.The geoid height was determined by GEOID03.
 AA3860
 AA3860;                    North         East     Units Scale Factor Converg.
 AA3860;SPC MI S     -   165,080.766 3,856,764.988   MT  0.99990805   -1 11 42.3
 AA3860;SPC MI S     -   541,603.56 12,653,428.44   iFT  0.99990805   -1 11 42.3
 AA3860;UTM  16      - 4,758,159.354   571,532.504   MT  0.99966295   +0 35 52.7
 AA3860
 AA3860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3860!SPC MI S     -   0.99997555  x   0.99990805  =   0.99988361
 AA3860!UTM  16      -   0.99997555  x   0.99966295  =   0.99963851
 AA3860
 AA3860                          SUPERSEDED SURVEY CONTROL
 AA3860
 AA3860  ELLIP H (02/03/97)  155.91   (m)                       GP(       ) 4 1
 AA3860  NAD 83(1994)-  42 58 21.81507(N)    086 07 22.02101(W) AD(       ) 1
 AA3860
 AA3860.Superseded values are not recommended for survey control.
 AA3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3860.See file dsdata.txt to determine how the superseded data were derived.
 AA3860
 AA3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7153358159(NAD 83)
 AA3860_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3860_STAMPING: 70206 1993
 AA3860_MARK LOGO: MIDT  
 AA3860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3860+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2004
 AA3860
 AA3860  HISTORY     - Date     Condition        Report By
 AA3860  HISTORY     - 1993     MONUMENTED       MIDT
 AA3860  HISTORY     - 20041013 GOOD             INDIV
 AA3860
 AA3860                          STATION DESCRIPTION
 AA3860
 AA3860'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3860'STATION IS LOCATED IN QUAD 420861 ON THE BORCULO QUADRANGLE MAP. IT IS
 AA3860'IN THE SOUTHEAST 1/4 OF SECTION 19, T-7-N, R-15-W, ROBINSON TOWNSHIP,
 AA3860'ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF GRAND HAVEN, ABOUT 13.0 MI (20.9
 AA3860'KM) NORTH OF HOLLAND, AND ABOUT 15.0 MI (24.1 KM) NORTHWEST OF
 AA3860'HUDSONVILLE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3860'THE INTERSECTION OF UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45
 AA3860'ABOUT 6 MI (9.7 KM) SOUTH OF GRAND HAVEN, GO EAST 3.0 MI (4.8 KM)
 AA3860'ALONG STATE HIGHWAY M-45 TO THE STATION ON THE LEFT, AS DESCRIBED.
 AA3860'STATION IS AN ALUMINUM DISK IN TOP OF A CONCRETE MONUMENT SET FLUSH
 AA3860'WITH GROUND.  IT IS 39.0 FT (11.9 M) NORTH FROM THE CENTER OF STATE
 AA3860'HIGHWAY M-45, 20.6 FT (6.3 M) WEST FROM THE NORTHEAST CORNER OF
 AA3860'CULVERT CONCRETE HEADWALL, 46.0 FT (14.0 M) WEST FROM THE CENTER
 AA3860'COUNTY ROAD 136TH AVENUE, 179.0 FT (54.6 M) EAST OF A JUNIPER BUSH AND
 AA3860'4.0 SOUTH FROM A METAL WITNESS POST WITH SIGN.
 AA3860
 AA3860                          STATION RECOVERY (2004)
 AA3860
 AA3860'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3861 ***********************************************************************
 AA3861  DESIGNATION -  70207
 AA3861  PID         -  AA3861
 AA3861  STATE/COUNTY-  MI/OTTAWA
 AA3861  USGS QUAD   -  BORCULO (1972)
 AA3861
 AA3861                         *CURRENT SURVEY CONTROL
 AA3861  ___________________________________________________________________
 AA3861* NAD 83(1994)-  42 58 21.51927(N)    086 06 08.16643(W)     ADJUSTED  
 AA3861* NAVD 88     -       189.6    (meters)     622.     (feet)  GPS OBS   
 AA3861  ___________________________________________________________________
 AA3861  X           -     317,728.337 (meters)                     COMP
 AA3861  Y           -  -4,663,328.230 (meters)                     COMP
 AA3861  Z           -   4,325,385.120 (meters)                     COMP
 AA3861  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA3861  ELLIP HEIGHT-         156.17  (meters)          (07/17/02) GPS OBS
 AA3861  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 AA3861
 AA3861  HORZ ORDER  -  FIRST
 AA3861  ELLP ORDER  -  FOURTH    CLASS I
 AA3861
 AA3861.The horizontal coordinates were established by GPS observations
 AA3861.and adjusted by the National Geodetic Survey in February 1997..
 AA3861
 AA3861.The orthometric height was determined by GPS observations and a
 AA3861.high-resolution geoid model.
 AA3861
 AA3861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3861
 AA3861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3861
 AA3861.The ellipsoidal height was determined by GPS observations
 AA3861.and is referenced to NAD 83.
 AA3861
 AA3861.The geoid height was determined by GEOID03.
 AA3861
 AA3861;                    North         East     Units Scale Factor Converg.
 AA3861;SPC MI S     -   165,036.993 3,858,437.630   MT  0.99990804   -1 10 52.1
 AA3861;SPC MI S     -   541,459.95 12,658,916.11   iFT  0.99990804   -1 10 52.1
 AA3861;UTM  16      - 4,758,167.938   573,205.289   MT  0.99966593   +0 36 43.1
 AA3861
 AA3861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3861!SPC MI S     -   0.99997551  x   0.99990804  =   0.99988355
 AA3861!UTM  16      -   0.99997551  x   0.99966593  =   0.99964145
 AA3861
 AA3861                          SUPERSEDED SURVEY CONTROL
 AA3861
 AA3861  ELLIP H (02/03/97)  156.19   (m)                       GP(       ) 4 1
 AA3861  NAD 83(1994)-  42 58 21.52076(N)    086 06 08.17629(W) AD(       ) 1
 AA3861
 AA3861.Superseded values are not recommended for survey control.
 AA3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3861.See file dsdata.txt to determine how the superseded data were derived.
 AA3861
 AA3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7320558168(NAD 83)
 AA3861_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3861_STAMPING: 70207 1993
 AA3861_MARK LOGO: MIDT  
 AA3861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3861+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AA3861
 AA3861  HISTORY     - Date     Condition        Report By
 AA3861  HISTORY     - 1993     MONUMENTED       MIDT
 AA3861  HISTORY     - 20041014 GOOD             INDIV
 AA3861
 AA3861                          STATION DESCRIPTION
 AA3861
 AA3861'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3861'STATION IS LOCATED IN QUAD 420861 ON THE BORCULO QUADRANGLE MAP. IT IS
 AA3861'IN THE SOUTHWEST 1/4 OF SECTION 21, T-7-N, R-15-W, ROBINSON TOWNSHIP,
 AA3861'ABOUT 9 MI (14.5 KM) SOUTHEAST OF GRAND HAVEN, ABOUT 13 MI (20.9 KM)
 AA3861'NORTH OF HOLLAND, AND ABOUT 14 MI (22.5 KM) NORTHWEST OF THE VILLAGE
 AA3861'OF BORCULO, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3861'INTERSECTION OF UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT
 AA3861'6 MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO EAST 4.05 MI (6.52 KM) ALONG
 AA3861'STATE HIGHWAY M-45 TO THE STATION ON THE LEFT, AS DESCRIBED. STATION
 AA3861'IS AN ALUMINUM DISK IN A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA3861'IT IS 19.4 FT (5.9 M) NORTH FROM THE NORTH EDGE OF BITUMINOUS PAVEMENT
 AA3861'OF STATE HIGHWAY M-45, 80 FT (24.4 M) NORTHEAST FROM CENTER OF MAPLE
 AA3861'TREE, 110.5 FT (33.7 M) NORTHWEST FROM SCOTCH PINE TREE, 135 FT (41.1
 AA3861'M) EAST FROM THE CENTER OF COUNTY ROAD 128TH AVENUE, AND 4.0 FT (1.2
 AA3861'M) SOUTH FROM METAL WITNESS POST WITH SIGN.
 AA3861
 AA3861                          STATION RECOVERY (2004)
 AA3861
 AA3861'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3862 ***********************************************************************
 AA3862  DESIGNATION -  70208
 AA3862  PID         -  AA3862
 AA3862  STATE/COUNTY-  MI/OTTAWA
 AA3862  USGS QUAD   -  ALLENDALE (1972)
 AA3862
 AA3862                         *CURRENT SURVEY CONTROL
 AA3862  ___________________________________________________________________
 AA3862* NAD 83(1994)-  42 58 18.84217(N)    085 59 48.58204(W)     ADJUSTED  
 AA3862* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 AA3862  ___________________________________________________________________
 AA3862  X           -     326,313.582 (meters)                     COMP
 AA3862  Y           -  -4,662,792.379 (meters)                     COMP
 AA3862  Z           -   4,325,325.211 (meters)                     COMP
 AA3862  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA3862  ELLIP HEIGHT-         156.96  (meters)          (07/17/02) GPS OBS
 AA3862  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 AA3862
 AA3862  HORZ ORDER  -  FIRST
 AA3862  ELLP ORDER  -  FOURTH    CLASS I
 AA3862
 AA3862.The horizontal coordinates were established by GPS observations
 AA3862.and adjusted by the National Geodetic Survey in February 1997..
 AA3862
 AA3862.The orthometric height was determined by GPS observations and a
 AA3862.high-resolution geoid model.
 AA3862
 AA3862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3862
 AA3862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3862
 AA3862.The ellipsoidal height was determined by GPS observations
 AA3862.and is referenced to NAD 83.
 AA3862
 AA3862.The geoid height was determined by GEOID03.
 AA3862
 AA3862;                    North         East     Units Scale Factor Converg.
 AA3862;SPC MI S     -   164,782.501 3,867,035.023   MT  0.99990802   -1 06 33.7
 AA3862;SPC MI S     -   540,625.00 12,687,122.78   iFT  0.99990802   -1 06 33.7
 AA3862;UTM  16      - 4,758,182.590   581,804.422   MT  0.99968232   +0 41 01.8
 AA3862
 AA3862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3862!SPC MI S     -   0.99997539  x   0.99990802  =   0.99988341
 AA3862!UTM  16      -   0.99997539  x   0.99968232  =   0.99965771
 AA3862
 AA3862                          SUPERSEDED SURVEY CONTROL
 AA3862
 AA3862  ELLIP H (02/03/97)  156.98   (m)                       GP(       ) 4 1
 AA3862  NAD 83(1994)-  42 58 18.84378(N)    085 59 48.59424(W) AD(       ) 1
 AA3862
 AA3862.Superseded values are not recommended for survey control.
 AA3862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3862.See file dsdata.txt to determine how the superseded data were derived.
 AA3862
 AA3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8180458183(NAD 83)
 AA3862_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3862_STAMPING: 70208 1993
 AA3862_MARK LOGO: MIDT  
 AA3862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3862+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AA3862
 AA3862  HISTORY     - Date     Condition        Report By
 AA3862  HISTORY     - 1993     MONUMENTED       MIDT
 AA3862  HISTORY     - 20041014 GOOD             INDIV
 AA3862
 AA3862                          STATION DESCRIPTION
 AA3862
 AA3862'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3862'STATION IS LOCATED IN QUAD 420854 ON THE ALLENDALE QUADRANGLE MAP. IT
 AA3862'IS IN THE SOUTHEAST 1/4 OF SECTION 30, T-7-N, R-14-W, ALLENDALE
 AA3862'TOWNSHIP, ABOUT 2.5 MI (4.0 KM) WEST OF ALLENDALE, ABOUT 10 MI (16.1
 AA3862'KM) NORTHWEST OF HUDSONVILLE, AND ABOUT 8 MI (12.9 KM) SOUTHEAST OF
 AA3862'COOPERSVILLE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3862'THE ALLENDALE TOWNSHIP HALL, IN VILLAGE OF ALLENDALE ON STATE HIGHWAY
 AA3862'M-45, GO WEST 0.1 MI (0.2 KM) ALONG STATE HIGHWAY M-45 TO COUNTY ROAD
 AA3862'68TH AVENUE, CONTINUE GOING WEST 2.3 MI (3.7 KM) ALONG STATE HIGHWAY
 AA3862'M-45 TO THE STATION ON THE LEFT AS DESCRIBED. STATION IS AN ALUMINUM
 AA3862'DISK ON TOP OF A CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 33.5
 AA3862'FT (10.2 M)  SOUTHERLY OF THE SOUTH EDGE OF BITUMINOUS PAVEMENT OF
 AA3862'STATE HIGHWAY M-45, 81.5 FT (24.8 M) NORTHWESTERLY OF MAPLE TREE, 52.0
 AA3862'FT (15.8 M) NORTHERLY OF NORTHERN MOST SPRUCE TREE IN CLUMP OF SPRUCE
 AA3862'TREES, 72.0 FT (21.9 M) EASTERLY OF A PHONE PEDESTAL WITH WOOD POST
 AA3862'CONNECTED, AND 4 FT (1.2 M) SOUTH OF METAL WITNESS POST WITH SIGN.
 AA3862
 AA3862                          STATION RECOVERY (2004)
 AA3862
 AA3862'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3862'1.2 FEET NORTH OF METAL WITNESS POST WITH SIGN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3863 ***********************************************************************
 AA3863  DESIGNATION -  70209
 AA3863  PID         -  AA3863
 AA3863  STATE/COUNTY-  MI/OTTAWA
 AA3863  USGS QUAD   -  ALLENDALE (1972)
 AA3863
 AA3863                         *CURRENT SURVEY CONTROL
 AA3863  ___________________________________________________________________
 AA3863* NAD 83(1994)-  42 58 20.15529(N)    085 58 39.18455(W)     ADJUSTED  
 AA3863* NAVD 88     -       189.8    (meters)     623.     (feet)  GPS OBS   
 AA3863  ___________________________________________________________________
 AA3863  X           -     327,880.379 (meters)                     COMP
 AA3863  Y           -  -4,662,654.263 (meters)                     COMP
 AA3863  Z           -   4,325,354.383 (meters)                     COMP
 AA3863  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AA3863  ELLIP HEIGHT-         156.26  (meters)          (07/17/02) GPS OBS
 AA3863  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 AA3863
 AA3863  HORZ ORDER  -  FIRST
 AA3863  ELLP ORDER  -  FOURTH    CLASS I
 AA3863
 AA3863.The horizontal coordinates were established by GPS observations
 AA3863.and adjusted by the National Geodetic Survey in February 1997..
 AA3863
 AA3863.The orthometric height was determined by GPS observations and a
 AA3863.high-resolution geoid model.
 AA3863
 AA3863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3863
 AA3863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3863
 AA3863.The ellipsoidal height was determined by GPS observations
 AA3863.and is referenced to NAD 83.
 AA3863
 AA3863.The geoid height was determined by GEOID03.
 AA3863
 AA3863;                    North         East     Units Scale Factor Converg.
 AA3863;SPC MI S     -   164,792.747 3,868,607.950   MT  0.99990803   -1 05 46.5
 AA3863;SPC MI S     -   540,658.62 12,692,283.30   iFT  0.99990803   -1 05 46.5
 AA3863;UTM  16      - 4,758,242.039   583,375.906   MT  0.99968552   +0 41 49.2
 AA3863
 AA3863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3863!SPC MI S     -   0.99997550  x   0.99990803  =   0.99988353
 AA3863!UTM  16      -   0.99997550  x   0.99968552  =   0.99966102
 AA3863
 AA3863                          SUPERSEDED SURVEY CONTROL
 AA3863
 AA3863  ELLIP H (02/03/97)  156.28   (m)                       GP(       ) 4 1
 AA3863  NAD 83(1994)-  42 58 20.15691(N)    085 58 39.19676(W) AD(       ) 1
 AA3863
 AA3863.Superseded values are not recommended for survey control.
 AA3863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3863.See file dsdata.txt to determine how the superseded data were derived.
 AA3863
 AA3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8337658242(NAD 83)
 AA3863_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3863_STAMPING: 70209 1993
 AA3863_MARK LOGO: MIDT  
 AA3863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3863+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 AA3863
 AA3863  HISTORY     - Date     Condition        Report By
 AA3863  HISTORY     - 1993     MONUMENTED       MIDT
 AA3863  HISTORY     - 20041014 GOOD             INDIV
 AA3863
 AA3863                          STATION DESCRIPTION
 AA3863
 AA3863'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3863'STATION IS LOCATED IN QUAD 420854 ON THE ALLENDALE QUADRANGLE MAP. IT
 AA3863'IS IN THE SOUTHEAST 1/4 SECTION 29, T-7-N, R-14-W, ALLENDALE TOWNSHIP,
 AA3863'IT IS ABOUT 1.2 MI (1.9 KM) WEST OF ALLENDALE, ABOUT 14 MI (22.5 KM)
 AA3863'SOUTHEAST OF GRAND HAVEN, AND ABOUT 11 MI (17.7 KM) NORTHEAST OF
 AA3863'ZEELAND, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3863'ALLENDALE TOWNSHIP HALL LOCATED ON STATE HIGHWAY M-45 IN THE VILLAGE
 AA3863'OF ALLENDALE, GO WEST 0.1 MI (0.2 KM) ALONG STATE HIGHWAY M-45 TO
 AA3863'COUNTY ROAD 68TH AVENUE.  CONTINUE WEST 1.3 MI (2.1 KM) ALONG STATE
 AA3863'HIGHWAY M-45 TO STATION ON THE RIGHT AS DESCRIBED. STATION IS AN
 AA3863'ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET FLUSH WITH GROUND.  IT
 AA3863'IS 358 FT (109.1 M) EASTERLY FROM COUNTY ROAD 78TH AVENUE, 17.8 FT
 AA3863'(5.4 M) NORTHERLY FROM THE NORTH EDGE OF BITUMINOUS PAVEMENT OF STATE
 AA3863'HIGHWAY M-45, 56.0 FT (17.1 M) SOUTHEASTERLY FROM A UTILTY POLE, 100
 AA3863'FT (30.5 M) SOUTHWESTERLY FROM TWIN ELM TREE, AND 4.3 FT (1.3 M) SOUTH
 AA3863'FROM A METAL WITNESS POST WITH SIGN.
 AA3863
 AA3863                          STATION RECOVERY (2004)
 AA3863
 AA3863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 AA3863'STAMPING IS UNREADABLE, CENTER POINT OF DISK IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3864 ***********************************************************************
 AA3864  DESIGNATION -  70210
 AA3864  PID         -  AA3864
 AA3864  STATE/COUNTY-  MI/OTTAWA
 AA3864  USGS QUAD   -  GRAND HAVEN (1980)
 AA3864
 AA3864                         *CURRENT SURVEY CONTROL
 AA3864  ___________________________________________________________________
 AA3864* NAD 83(1994)-  43 01 00.63724(N)    086 12 36.22208(W)     ADJUSTED  
 AA3864* NAVD 88     -       182.9    (meters)     600.     (feet)  GPS OBS   
 AA3864  ___________________________________________________________________
 AA3864  X           -     308,732.777 (meters)                     COMP
 AA3864  Y           -  -4,660,571.523 (meters)                     COMP
 AA3864  Z           -   4,328,971.945 (meters)                     COMP
 AA3864  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AA3864  ELLIP HEIGHT-         149.30  (meters)          (07/17/02) GPS OBS
 AA3864  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA3864
 AA3864  HORZ ORDER  -  FIRST
 AA3864  ELLP ORDER  -  FOURTH    CLASS I
 AA3864
 AA3864.The horizontal coordinates were established by GPS observations
 AA3864.and adjusted by the National Geodetic Survey in February 1997..
 AA3864
 AA3864.The orthometric height was determined by GPS observations and a
 AA3864.high-resolution geoid model.
 AA3864
 AA3864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3864
 AA3864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3864
 AA3864.The ellipsoidal height was determined by GPS observations
 AA3864.and is referenced to NAD 83.
 AA3864
 AA3864.The geoid height was determined by GEOID03.
 AA3864
 AA3864;                    North         East     Units Scale Factor Converg.
 AA3864;SPC MI S     -   170,132.471 3,849,754.453   MT  0.99990952   -1 15 16.1
 AA3864;SPC MI S     -   558,177.40 12,630,428.00   iFT  0.99990952   -1 15 16.1
 AA3864;UTM  16      - 4,762,987.989   564,369.124   MT  0.99965097   +0 32 20.1
 AA3864
 AA3864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3864!SPC MI S     -   0.99997659  x   0.99990952  =   0.99988611
 AA3864!UTM  16      -   0.99997659  x   0.99965097  =   0.99962757
 AA3864
 AA3864                          SUPERSEDED SURVEY CONTROL
 AA3864
 AA3864  ELLIP H (02/03/97)  149.32   (m)                       GP(       ) 4 1
 AA3864  NAD 83(1994)-  43 01 00.63884(N)    086 12 36.23306(W) AD(       ) 1
 AA3864
 AA3864.Superseded values are not recommended for survey control.
 AA3864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3864.See file dsdata.txt to determine how the superseded data were derived.
 AA3864
 AA3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6436962988(NAD 83)
 AA3864_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3864_STAMPING: 70210 1993
 AA3864_MARK LOGO: MIDT  
 AA3864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3864+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 AA3864
 AA3864  HISTORY     - Date     Condition        Report By
 AA3864  HISTORY     - 1993     MONUMENTED       MIDT
 AA3864  HISTORY     - 20040311 GOOD             INDIV
 AA3864
 AA3864                          STATION DESCRIPTION
 AA3864
 AA3864'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3864'STATION IS LOCATED IN QUAD 430862 ON THE GRAND HAVEN QUADRANGLE MAP.
 AA3864'IT IS IN THE SOUTHEAST 1/4 OF SECTION 4, T-7-N, R-16-W, GRAND HAVEN
 AA3864'TOWNSHIP, ABOUT 3 MI (4.8 KM) SOUTH OF GRAND HAVEN, ABOUT 17 MI (27.4
 AA3864'KM) NORTH OF HOLLAND, ABOUT 14 MI (22.5 KM) WEST OF COOPERSVILLE, AND
 AA3864'ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF
 AA3864'UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT 6 MILES (9.7 KM)
 AA3864'SOUTH OF GRAND HAVEN, GO NORTH 3.5 MI (5.6 KM) ALONG UNITED STATES
 AA3864'HIGHWAY 31 TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS AN
 AA3864'ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 AA3864'IT IS 18.9 FT (5.8 M) NORTHEAST OF EASTERLY EDGE OF CONCRETE PAVEMENT
 AA3864'OF UNITED STATES HIGHWAY 31 NORTHBOUND ROADWAY, 45.3 FT (13.8 M)
 AA3864'WESTERLY OF EAST RIGHT-OF-WAY FENCE, 88 FT (26.8 M) SOUTH OF PHONE
 AA3864'CABLE PEDESTAL, 155 FT (47.2 M) NORTHERLY OF UTILITY POLE, AND 4 FT
 AA3864'(1.2 M) SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 AA3864
 AA3864                          STATION RECOVERY (2004)
 AA3864
 AA3864'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3865 ***********************************************************************
 AA3865  DESIGNATION -  70211
 AA3865  PID         -  AA3865
 AA3865  STATE/COUNTY-  MI/OTTAWA
 AA3865  USGS QUAD   -  GRAND HAVEN (1980)
 AA3865
 AA3865                         *CURRENT SURVEY CONTROL
 AA3865  ___________________________________________________________________
 AA3865* NAD 83(1994)-  43 01 45.03361(N)    086 13 04.64274(W)     ADJUSTED  
 AA3865* NAVD 88     -       181.7    (meters)     596.     (feet)  GPS OBS   
 AA3865  ___________________________________________________________________
 AA3865  X           -     308,028.887 (meters)                     COMP
 AA3865  Y           -  -4,659,680.355 (meters)                     COMP
 AA3865  Z           -   4,329,972.722 (meters)                     COMP
 AA3865  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AA3865  ELLIP HEIGHT-         148.05  (meters)          (07/17/02) GPS OBS
 AA3865  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA3865
 AA3865  HORZ ORDER  -  FIRST
 AA3865  ELLP ORDER  -  FOURTH    CLASS I
 AA3865
 AA3865.The horizontal coordinates were established by GPS observations
 AA3865.and adjusted by the National Geodetic Survey in February 1997..
 AA3865
 AA3865.The orthometric height was determined by GPS observations and a
 AA3865.high-resolution geoid model.
 AA3865
 AA3865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3865
 AA3865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3865
 AA3865.The ellipsoidal height was determined by GPS observations
 AA3865.and is referenced to NAD 83.
 AA3865
 AA3865.The geoid height was determined by GEOID03.
 AA3865
 AA3865;                    North         East     Units Scale Factor Converg.
 AA3865;SPC MI S     -   171,516.172 3,849,141.226   MT  0.99991003   -1 15 35.5
 AA3865;SPC MI S     -   562,717.10 12,628,416.10   iFT  0.99991003   -1 15 35.5
 AA3865;UTM  16      - 4,764,351.466   563,713.063   MT  0.99964994   +0 32 01.2
 AA3865
 AA3865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3865!SPC MI S     -   0.99997678  x   0.99991003  =   0.99988681
 AA3865!UTM  16      -   0.99997678  x   0.99964994  =   0.99962673
 AA3865
 AA3865                          SUPERSEDED SURVEY CONTROL
 AA3865
 AA3865  ELLIP H (02/03/97)  148.07   (m)                       GP(       ) 4 1
 AA3865  NAD 83(1994)-  43 01 45.03521(N)    086 13 04.65372(W) AD(       ) 1
 AA3865
 AA3865.Superseded values are not recommended for survey control.
 AA3865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3865.See file dsdata.txt to determine how the superseded data were derived.
 AA3865
 AA3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6371364351(NAD 83)
 AA3865_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3865_STAMPING: 70211 1993
 AA3865_MARK LOGO: MIDT  
 AA3865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3865+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 AA3865
 AA3865  HISTORY     - Date     Condition        Report By
 AA3865  HISTORY     - 1993     MONUMENTED       MIDT
 AA3865  HISTORY     - 20040311 GOOD             INDIV
 AA3865
 AA3865                          STATION DESCRIPTION
 AA3865
 AA3865'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3865'STATION IS LOCATED IN QUAD 430862 ON THE GRAND HAVEN QUADRANGLE MAP.
 AA3865'IT IS IN THE NORTHWEST 1/4 OF SECTION 4, T-7-N, R-16-W, GRAND HAVEN
 AA3865'TOWNSHIP, ABOUT 2.0 MI (3.2 KM) SOUTH OF GRAND HAVEN, ABOUT 14.0 MI
 AA3865'(22.5 KM) WESTERLY OF COOPERSVILLE, ABOUT 18.0 MI (29.0 KM) NORTH OF
 AA3865'HOLLAND, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3865'JUNCTION OF UNITED STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT 6
 AA3865'MILES (9.7 KM) SOUTH OF GRAND HAVEN, GO NORTHWESTERLY 4.5 MI (7.2 KM)
 AA3865'ALONG UNITED STATES HIGHWAY 31 TO STATION ON THE LEFT AS DESCRIBED.
 AA3865'STATION IS 24.8 FT (7.6 M) WEST OF THE WESTERLY EDGE OF CONCRETE
 AA3865'PAVEMENT OF UNITED STATES HIGHWAY 31, 118 FT (36.0 M) EAST OF EASTERLY
 AA3865'RAIL OF RAILROAD, 252 FT (76.8 M) NORTH OF A SCOTCH PINE, 219 FT (66.8
 AA3865'M) NORTH OF A MAPLE TREE, AND 5.0 FT (1.5 M) EAST OF METAL WITNESS
 AA3865'POST WITH SIGN.
 AA3865
 AA3865                          STATION RECOVERY (2004)
 AA3865
 AA3865'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 AA3865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3866 ***********************************************************************
 AA3866  DESIGNATION -  70212
 AA3866  PID         -  AA3866
 AA3866  STATE/COUNTY-  MI/OTTAWA
 AA3866  USGS QUAD   -  NUNICA (1972)
 AA3866
 AA3866                         *CURRENT SURVEY CONTROL
 AA3866  ___________________________________________________________________
 AA3866* NAD 83(1994)-  43 04 26.01281(N)    086 06 58.55980(W)     ADJUSTED  
 AA3866* NAVD 88     -       190.9    (meters)     626.     (feet)  GPS OBS   
 AA3866  ___________________________________________________________________
 AA3866  X           -     316,069.250 (meters)                     COMP
 AA3866  Y           -  -4,655,749.558 (meters)                     COMP
 AA3866  Z           -   4,333,609.260 (meters)                     COMP
 AA3866  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AA3866  ELLIP HEIGHT-         157.34  (meters)          (07/17/02) GPS OBS
 AA3866  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA3866
 AA3866  HORZ ORDER  -  FIRST
 AA3866  ELLP ORDER  -  FOURTH    CLASS I
 AA3866
 AA3866.The horizontal coordinates were established by GPS observations
 AA3866.and adjusted by the National Geodetic Survey in February 1997..
 AA3866
 AA3866.The orthometric height was determined by GPS observations and a
 AA3866.high-resolution geoid model.
 AA3866
 AA3866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3866
 AA3866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3866
 AA3866.The ellipsoidal height was determined by GPS observations
 AA3866.and is referenced to NAD 83.
 AA3866
 AA3866.The geoid height was determined by GEOID03.
 AA3866
 AA3866;                    North         East     Units Scale Factor Converg.
 AA3866;SPC MI S     -   176,305.169 3,857,529.755   MT  0.99991230   -1 11 26.4
 AA3866;SPC MI S     -   578,429.03 12,655,937.52   iFT  0.99991230   -1 11 26.4
 AA3866;UTM  16      - 4,769,399.422   571,945.472   MT  0.99966367   +0 36 12.8
 AA3866
 AA3866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3866!SPC MI S     -   0.99997533  x   0.99991230  =   0.99988763
 AA3866!UTM  16      -   0.99997533  x   0.99966367  =   0.99963900
 AA3866
 AA3866                          SUPERSEDED SURVEY CONTROL
 AA3866
 AA3866  ELLIP H (02/03/97)  157.36   (m)                       GP(       ) 4 1
 AA3866  NAD 83(1994)-  43 04 26.01443(N)    086 06 58.57070(W) AD(       ) 1
 AA3866
 AA3866.Superseded values are not recommended for survey control.
 AA3866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3866.See file dsdata.txt to determine how the superseded data were derived.
 AA3866
 AA3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7194569399(NAD 83)
 AA3866_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3866_STAMPING: 70212 1993
 AA3866_MARK LOGO: MIDT  
 AA3866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3866+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 AA3866
 AA3866  HISTORY     - Date     Condition        Report By
 AA3866  HISTORY     - 1993     MONUMENTED       MIDT
 AA3866  HISTORY     - 20051205 GOOD             INDIV
 AA3866
 AA3866                          STATION DESCRIPTION
 AA3866
 AA3866'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3866'STATION IS LOCATED IN QUAD 430862 ON THE NUNICA QUADRANGLE MAP. IT IS
 AA3866'NEAR THE NORTH 1/4 CORNER OF SECTION 20, T-8-N, R-15-W, CROCKERY
 AA3866'TOWNSHIP,  ABOUT 4.0 MI (6.4 KM) EAST OF SPRING LAKE, ABOUT 10.0 MI
 AA3866'(16.1 KM) WEST OF COOPERSVILLE, ABOUT 10.6 MI (17.1 KM) NORTHWEST OF
 AA3866'ALLENDALE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM
 AA3866'SPRING LAKE TOWNSHIP HALL LOCATED ON COUNTY ROAD 150TH AVENUE, EAST OF
 AA3866'THE VILLAGE OF SPRING LAKE, GO NORTH 0.05 MI (0.08 KM) ALONG COUNTY
 AA3866'ROAD 150TH AVENUE TO STATE HIGHWAY M-104. TURN RIGHT AND GO EAST 2.25
 AA3866'MI (3.62 KM) ALONG STATE HIGHWAY M-104 TO STATION ON THE RIGHT AS
 AA3866'DESCRIBED. STATION IS ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET
 AA3866'FLUSH WITH GROUND. IT IS 181 FT (55.2 M) WEST FROM GAS LINE MARKER,
 AA3866'166 FT (50.6 M) EAST FROM A UTILITY POLE, 122 FT (37.2 M) SOUTHWEST
 AA3866'FROM A MAPLE TREE, 24.5 FT (7.5 M) SOUTH FROM THE CENTER OF PAVEMENT
 AA3866'OF STATE HIGHWAY M-104, AND 4 FT (1.2 M) NORTH FROM METAL WITMESS POST
 AA3866'WITH SIGN.
 AA3866
 AA3866                          STATION RECOVERY (2005)
 AA3866
 AA3866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 AA3866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3867 ***********************************************************************
 AA3867  DESIGNATION -  70213
 AA3867  PID         -  AA3867
 AA3867  STATE/COUNTY-  MI/OTTAWA
 AA3867  USGS QUAD   -  NUNICA (1972)
 AA3867
 AA3867                         *CURRENT SURVEY CONTROL
 AA3867  ___________________________________________________________________
 AA3867* NAD 83(1994)-  43 04 26.95419(N)    086 05 51.79711(W)     ADJUSTED  
 AA3867* NAVD 88     -       192.1    (meters)     630.     (feet)  GPS OBS   
 AA3867  ___________________________________________________________________
 AA3867  X           -     317,574.890 (meters)                     COMP
 AA3867  Y           -  -4,655,628.069 (meters)                     COMP
 AA3867  Z           -   4,333,631.280 (meters)                     COMP
 AA3867  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA3867  ELLIP HEIGHT-         158.51  (meters)          (07/17/02) GPS OBS
 AA3867  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AA3867
 AA3867  HORZ ORDER  -  FIRST
 AA3867  ELLP ORDER  -  FOURTH    CLASS I
 AA3867
 AA3867.The horizontal coordinates were established by GPS observations
 AA3867.and adjusted by the National Geodetic Survey in February 1997..
 AA3867
 AA3867.The orthometric height was determined by GPS observations and a
 AA3867.high-resolution geoid model.
 AA3867
 AA3867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3867
 AA3867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3867
 AA3867.The ellipsoidal height was determined by GPS observations
 AA3867.and is referenced to NAD 83.
 AA3867
 AA3867.The geoid height was determined by GEOID03.
 AA3867
 AA3867;                    North         East     Units Scale Factor Converg.
 AA3867;SPC MI S     -   176,302.995 3,859,040.276   MT  0.99991231   -1 10 40.9
 AA3867;SPC MI S     -   578,421.90 12,660,893.29   iFT  0.99991231   -1 10 40.9
 AA3867;UTM  16      - 4,769,444.533   573,454.948   MT  0.99966637   +0 36 58.4
 AA3867
 AA3867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3867!SPC MI S     -   0.99997514  x   0.99991231  =   0.99988745
 AA3867!UTM  16      -   0.99997514  x   0.99966637  =   0.99964152
 AA3867
 AA3867                          SUPERSEDED SURVEY CONTROL
 AA3867
 AA3867  ELLIP H (02/03/97)  158.53   (m)                       GP(       ) 4 1
 AA3867  NAD 83(1994)-  43 04 26.95581(N)    086 05 51.80801(W) AD(       ) 1
 AA3867
 AA3867.Superseded values are not recommended for survey control.
 AA3867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3867.See file dsdata.txt to determine how the superseded data were derived.
 AA3867
 AA3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7345569445(NAD 83)
 AA3867_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3867_STAMPING: 70213 1993
 AA3867_MARK LOGO: MIDT  
 AA3867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3867+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 AA3867
 AA3867  HISTORY     - Date     Condition        Report By
 AA3867  HISTORY     - 1993     MONUMENTED       MIDT
 AA3867  HISTORY     - 20051205 GOOD             INDIV
 AA3867
 AA3867                          STATION DESCRIPTION
 AA3867
 AA3867'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3867'STATION IS LOCATED ON QUAD 430862 ON THE NUNICA QUADRANGLE MAP. IT IS
 AA3867'IN THE SOUTHWEST 1/4 SECTION 16, T-8-N, R-15-W, CROCKERY TOWNSHIP,
 AA3867'ABOUT 3 MI (4.8 KM) WEST OF NUNICA, ABOUT 4 MI (6.4 KM) EAST OF SPRING
 AA3867'LAKE, AND ABOUT 11 MI (17.7 KM) NORTHWEST OF ALLENDALE. TO REACH FROM
 AA3867'SPRING LAKE TOWNSHIP HALL ON COUNTY ROAD 150TH AVENUE, EAST OF THE
 AA3867'VILLAGE OF SPRING LAKE, GO NORTH 0.05 MI (0.08 KM) ALONG COUNTY ROAD
 AA3867'150TH AVENUE TO STATE HIGHWAY M-104. TURN RIGHT AND GO EAST 3.2 MI
 AA3867'(5.1 KM) ALONG STATE HIGHWAY M-104 TO STATION ON THE LEFT, AS
 AA3867'DESCRIBED. STATION IS AN ALUMINUM DISK IN TOP OF CONCRETE MONUMENT SET
 AA3867'FLUSH WITH GROUND.  IT IS 41.5 FT (12.6 M) WEST OF CENTER OF DRIVEWAY
 AA3867'TO INTEGRITY CUSTOM TRAILERS, 36 FT (11.0 M) NORTH OF CENTER OF STATE
 AA3867'HIGHWAY M-104, 18 FT (5.5 M) NORTH OF THE NORTHERLY EDGE OF BITUMINOUS
 AA3867'PAVEMENT OF STATE HIGHWAY M-104, 12 FT (3.7 M) SOUTH OF A GUARD RAIL,
 AA3867'8 FT (2.4 M) NORTHWEST OF THE WEST END OF DRIVE CULVERT, AND 4 FT (1.2
 AA3867'M) SOUTH OF METAL WITNESS POST WITH SIGN.
 AA3867
 AA3867                          STATION RECOVERY (2005)
 AA3867
 AA3867'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 AA3867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3868 ***********************************************************************
 AA3868  DESIGNATION -  70214
 AA3868  PID         -  AA3868
 AA3868  STATE/COUNTY-  MI/OTTAWA
 AA3868  USGS QUAD   -  COOPERSVILLE (1980)
 AA3868
 AA3868                         *CURRENT SURVEY CONTROL
 AA3868  ___________________________________________________________________
 AA3868* NAD 83(1994)-  43 04 08.84197(N)    085 58 49.31450(W)     ADJUSTED  
 AA3868* NAVD 88     -       197.3    (meters)     647.     (feet)  GPS OBS   
 AA3868  ___________________________________________________________________
 AA3868  X           -     327,137.149 (meters)                     COMP
 AA3868  Y           -  -4,655,352.422 (meters)                     COMP
 AA3868  Z           -   4,333,226.547 (meters)                     COMP
 AA3868  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AA3868  ELLIP HEIGHT-         163.75  (meters)          (07/17/02) GPS OBS
 AA3868  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AA3868
 AA3868  HORZ ORDER  -  FIRST
 AA3868  ELLP ORDER  -  FOURTH    CLASS I
 AA3868
 AA3868.The horizontal coordinates were established by GPS observations
 AA3868.and adjusted by the National Geodetic Survey in February 1997..
 AA3868
 AA3868.The orthometric height was determined by GPS observations and a
 AA3868.high-resolution geoid model.
 AA3868
 AA3868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3868
 AA3868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3868
 AA3868.The ellipsoidal height was determined by GPS observations
 AA3868.and is referenced to NAD 83.
 AA3868
 AA3868.The geoid height was determined by GEOID03.
 AA3868
 AA3868;                    North         East     Units Scale Factor Converg.
 AA3868;SPC MI S     -   175,554.389 3,868,584.670   MT  0.99991203   -1 05 53.4
 AA3868;SPC MI S     -   575,965.84 12,692,206.92   iFT  0.99991203   -1 05 53.4
 AA3868;UTM  16      - 4,768,995.262   583,015.837   MT  0.99968478   +0 41 46.8
 AA3868
 AA3868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3868!SPC MI S     -   0.99997432  x   0.99991203  =   0.99988635
 AA3868!UTM  16      -   0.99997432  x   0.99968478  =   0.99965911
 AA3868
 AA3868                          SUPERSEDED SURVEY CONTROL
 AA3868
 AA3868  ELLIP H (02/03/97)  163.77   (m)                       GP(       ) 4 1
 AA3868  NAD 83(1994)-  43 04 08.84354(N)    085 58 49.32526(W) AD(       ) 1
 AA3868
 AA3868.Superseded values are not recommended for survey control.
 AA3868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3868.See file dsdata.txt to determine how the superseded data were derived.
 AA3868
 AA3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8301668995(NAD 83)
 AA3868_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3868_STAMPING: 70214 1993
 AA3868_MARK LOGO: MIDT  
 AA3868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3868+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 AA3868
 AA3868  HISTORY     - Date     Condition        Report By
 AA3868  HISTORY     - 1993     MONUMENTED       MIDT
 AA3868  HISTORY     - 20051201 GOOD             INDIV
 AA3868
 AA3868                          STATION DESCRIPTION
 AA3868
 AA3868'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3868'STATION IS LOCATED IN QUAD 430854 ON THE COOPERSVILLE QUADRANGLE MAP.
 AA3868'IT IS IN THE NORTHWEST 1/4 OF SECTION 21, T-8-N, R-14-W POLKTON
 AA3868'TOWNSHIP, ABOUT 2.5 MI (4.0 KM) WEST OF COOPERSVILLE, ABOUT 12.0 MI
 AA3868'(19.3 KM) EAST OF GRAND HAVEN, ABOUT 7.0 MI (11.3 KM) NORTH OF
 AA3868'ALLENDALE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM ALLENDALE
 AA3868'TOWNSHIP HALL IN THE VILLAGE OF ALLENDALE, GO 0.1 MI (0.2 KM) WEST
 AA3868'ALONG STATE HIGHWAY M-45 TO COUNTY ROAD 68TH STREET. TURN RIGHT AND GO
 AA3868'5.9 MI (9.5 KM) NORTH TO RANDALL STREET AT THE VILLAGE OF
 AA3868'COOPERSVILLE. TURN LEFT AND GO 1.65 MI (2.66 KM) WEST TO INTERSTATE
 AA3868'I-96 ON RAMP AND STATION ON THE RIGHT AS DESCRIBED. STATION IS
 AA3868'ALUMINUM DISK IN CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 10 FT
 AA3868'(3.0 M) NORTHERLY OF NORTHERLY EDGE BITUMINOUS SHOULDER INTERSTATE
 AA3868'I-96, 16 FT (4.9 M) SOUTHERLY OF SOUTH EDGE TOP OF DITCH EMBANKMENT,
 AA3868'56 FT (17.1 M) SOUTHERLY OF RIGHT OF WAY FENCE, 75 FT (22.9 M)
 AA3868'SOUTHWESTERLY OF RIGHT OF WAY FENCE ANGLE POST AND 4 FT (1.2 M) SOUTH
 AA3868'OF METAL WITNESS POST WITH SIGN.
 AA3868
 AA3868                          STATION RECOVERY (2005)
 AA3868
 AA3868'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 AA3868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3869 ***********************************************************************
 AA3869  DESIGNATION -  70215
 AA3869  PID         -  AA3869
 AA3869  STATE/COUNTY-  MI/OTTAWA
 AA3869  USGS QUAD   -  COOPERSVILLE (1980)
 AA3869
 AA3869                         *CURRENT SURVEY CONTROL
 AA3869  ___________________________________________________________________
 AA3869* NAD 83(1994)-  43 03 38.09814(N)    085 57 54.40687(W)     ADJUSTED  
 AA3869* NAVD 88     -       202.6    (meters)     665.     (feet)  GPS OBS   
 AA3869  ___________________________________________________________________
 AA3869  X           -     328,422.251 (meters)                     COMP
 AA3869  Y           -  -4,655,915.305 (meters)                     COMP
 AA3869  Z           -   4,332,537.052 (meters)                     COMP
 AA3869  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA3869  ELLIP HEIGHT-         169.10  (meters)          (07/17/02) GPS OBS
 AA3869  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AA3869
 AA3869  HORZ ORDER  -  FIRST
 AA3869  ELLP ORDER  -  FOURTH    CLASS I
 AA3869
 AA3869.The horizontal coordinates were established by GPS observations
 AA3869.and adjusted by the National Geodetic Survey in February 1997..
 AA3869
 AA3869.The orthometric height was determined by GPS observations and a
 AA3869.high-resolution geoid model.
 AA3869
 AA3869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3869
 AA3869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3869
 AA3869.The ellipsoidal height was determined by GPS observations
 AA3869.and is referenced to NAD 83.
 AA3869
 AA3869.The geoid height was determined by GEOID03.
 AA3869
 AA3869;                    North         East     Units Scale Factor Converg.
 AA3869;SPC MI S     -   174,582.212 3,869,808.602   MT  0.99991156   -1 05 16.0
 AA3869;SPC MI S     -   572,776.29 12,696,222.45   iFT  0.99991156   -1 05 16.0
 AA3869;UTM  16      - 4,768,062.099   584,269.329   MT  0.99968736   +0 42 23.9
 AA3869
 AA3869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3869!SPC MI S     -   0.99997348  x   0.99991156  =   0.99988504
 AA3869!UTM  16      -   0.99997348  x   0.99968736  =   0.99966085
 AA3869
 AA3869                          SUPERSEDED SURVEY CONTROL
 AA3869
 AA3869  ELLIP H (02/03/97)  169.12   (m)                       GP(       ) 4 1
 AA3869  NAD 83(1994)-  43 03 38.09971(N)    085 57 54.41763(W) AD(       ) 1
 AA3869
 AA3869.Superseded values are not recommended for survey control.
 AA3869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3869.See file dsdata.txt to determine how the superseded data were derived.
 AA3869
 AA3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8426968062(NAD 83)
 AA3869_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3869_STAMPING: 70215 1993
 AA3869_MARK LOGO: MIDT  
 AA3869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3869+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3869
 AA3869  HISTORY     - Date     Condition        Report By
 AA3869  HISTORY     - 1993     MONUMENTED       MIDT
 AA3869  HISTORY     - 20051201 POOR             INDIV
 AA3869
 AA3869                          STATION DESCRIPTION
 AA3869
 AA3869'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3869'STATION IS LOCATED IN QUAD 430853, ON THE COOPERSVILLE QUADRANGLE MAP.
 AA3869'IT IS IN SECTION 21, T-8-N, R-14-W POLKTON TOWNSHIP, ABOUT 2.0 MILES
 AA3869'(3.2 KM) WEST OF COOPERSVILLE, ABOUT 14.5 MILES (23.3 KM) NORTHEAST OF
 AA3869'HUDSONVILLE, ABOUT 15.0 MILES (24.1 KM) EAST OF GRAND HAVEN, AND ON
 AA3869'HIGHWAY RIGHT-OF-WAY. TO REACH FROM ALLENDALE TOWNSHIP HALL IN THE
 AA3869'VILLAGE OF ALLENDALE, GO 0.1 MI (0.2 KM) WEST ALONG STATE HIGHWAY M-45
 AA3869'TO COUNTY ROAD 68TH STREET. TURN RIGHT AND GO 5.9 MI (9.5 KM) NORTH TO
 AA3869'INTERSTATE I-96, CROSSING OVER INTERSTATE I-96 GO 0.2 MI (0.3 KM)
 AA3869'NORTH TO RANDALL STREET NEAR VILLAGE OF COOPERSVILLE. TURN LEFT AND GO
 AA3869'WEST 0.65 MI (1.05 KM) ON INTERSTATE I-96 ON RAMP 0.65 MI (1.05 KM)
 AA3869'AND STATION ON LEFT ON THE OPPOSITE SIDE OF THE FREEWAY, IN THE
 AA3869'SOUTHERLY RIGHT-OF-WAY AS DESCRIBED. STATION IS 11.5 FT (3.5 M)
 AA3869'SOUTHWESTERLY OF SOUTHWESTERLY EDGE OF BITUMINOUS SHOULDER INTERSTATE
 AA3869'I-96,  37.5 FT (11.4 M) NORTHEASTERLY OF RIGHT-OF-WAY FENCE, 43 FT
 AA3869'(13.1 M) NORTHERLY OF RIGHT-OF-WAY FENCE ANCHOR POST,  222 FT (67.7 M)
 AA3869'SOUTHEASTERLY OF TOP CENTER 18 INCH DIAMETER CONCRETE CULVERT, AND 4
 AA3869'FT (1.2 M) NORTHEASTERLY OF METAL WITNESS POST WITH SIGN.
 AA3869
 AA3869                          STATION RECOVERY (2005)
 AA3869
 AA3869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 AA3869'MONUMENT AND BASE INTACT, BUT LEANING SOUTHERLY. RECENT ROAD
 AA3869'CONSTRUCTION IN IMMEDIATE AREA 2004.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1351 ***********************************************************************
 RL1351  DESIGNATION -  705.2
 RL1351  PID         -  RL1351
 RL1351  STATE/COUNTY-  MI/ONTONAGON
 RL1351  USGS QUAD   -  WHITE PINE (1956)
 RL1351
 RL1351                         *CURRENT SURVEY CONTROL
 RL1351  ___________________________________________________________________
 RL1351* NAD 83(1986)-  46 48 22.     (N)    089 37 20.     (W)     SCALED    
 RL1351* NAVD 88     -       215.001  (meters)     705.38   (feet)  ADJUSTED  
 RL1351  ___________________________________________________________________
 RL1351  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1351  DYNAMIC HT  -         215.035 (meters)     705.49  (feet)  COMP
 RL1351  MODELED GRAV-     980,765.9   (mgal)                       NAVD 88
 RL1351
 RL1351  VERT ORDER  -  SECOND    CLASS 0
 RL1351
 RL1351.The horizontal coordinates were scaled from a topographic map and have
 RL1351.an estimated accuracy of +/- 6 seconds.
 RL1351
 RL1351.The orthometric height was determined by differential leveling
 RL1351.and adjusted by the National Geodetic Survey in June 1991..
 RL1351
 RL1351.The geoid height was determined by GEOID03.
 RL1351
 RL1351.The dynamic height is computed by dividing the NAVD 88
 RL1351.geopotential number by the normal gravity value computed on the
 RL1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1351.degrees latitude (g = 980.6199 gals.).
 RL1351
 RL1351.The modeled gravity was interpolated from observed gravity values.
 RL1351
 RL1351;                    North         East    Units  Estimated Accuracy
 RL1351;SPC MI N     -   228,130.    7,799,890.      MT  (+/- 180 meters Scaled)
 RL1351
 RL1351                          SUPERSEDED SURVEY CONTROL
 RL1351
 RL1351  NGVD 29 (??/??/92)  215.033  (m)          705.49   (f) ADJ UNCH    2 0
 RL1351
 RL1351.Superseded values are not recommended for survey control.
 RL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1351.See file dsdata.txt to determine how the superseded data were derived.
 RL1351
 RL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS999869(NAD 83)
 RL1351_MARKER: B = BOLT
 RL1351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1351_SP_SET: BRIDGE BED PLATE
 RL1351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1351
 RL1351  HISTORY     - Date     Condition        Report By
 RL1351  HISTORY     - UNK      MONUMENTED       USGS
 RL1351  HISTORY     - 1948     GOOD             NGS
 RL1351  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1351  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1351
 RL1351                          STATION DESCRIPTION
 RL1351
 RL1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1351'3.4 MI SW FROM SILVER CITY.
 RL1351'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 10M FROM ITS JUNCTION
 RL1351'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 0.85 MILE SOUTH ALONG
 RL1351'THE NONESUCH MINE ROAD, THE TOP OF THE ONE AND ONLY ANCHOR BOLT
 RL1351'IN THE OUTSIDE (WEST SIDE) OF THE BED PLATE AT THE NORTH END OF
 RL1351'THE WEST STEEL TRUSS OF A BRIDGE OVER A CREEK, 9 FEET WEST OF THE
 RL1351'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT LOWER THAN THE ROAD.  THE
 RL1351'END OF THE TRUSS IS PAINTED USBM 705.2.
 RL1351
 RL1351                          STATION RECOVERY (1988)
 RL1351
 RL1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1351'MARK NOT FOUND.
 RL1351
 RL1351                          STATION RECOVERY (2004)
 RL1351
 RL1351'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1302 ***********************************************************************
 RJ1302  DESIGNATION -  71 C6M 034
 RJ1302  PID         -  RJ1302
 RJ1302  STATE/COUNTY-  MI/CHIPPEWA
 RJ1302  USGS QUAD   -  OAK RIDGE (1976)
 RJ1302
 RJ1302                         *CURRENT SURVEY CONTROL
 RJ1302  ___________________________________________________________________
 RJ1302* NAD 83(1994)-  46 19 54.88858(N)    084 10 01.54644(W)     ADJUSTED  
 RJ1302* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 RJ1302  ___________________________________________________________________
 RJ1302  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 RJ1302  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1302
 RJ1302  HORZ ORDER  -  SECOND
 RJ1302
 RJ1302.The horizontal coordinates were established by classical geodetic methods
 RJ1302.and adjusted by the National Geodetic Survey in February 1997..
 RJ1302
 RJ1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1302
 RJ1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1302
 RJ1302.The geoid height was determined by GEOID03.
 RJ1302
 RJ1302;                    North         East     Units Scale Factor Converg.
 RJ1302;SPC MI N     -   176,012.441 8,218,062.676   MT  0.99990316   +2 02 51.3
 RJ1302;SPC MI N     -   577,468.64 26,962,147.89   iFT  0.99990316   +2 02 51.3
 RJ1302;UTM  16      - 5,134,827.080   718,038.944   MT  1.00018443   +2 02 60.0
 RJ1302
 RJ1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1302!SPC MI N     -   0.99997787  x   0.99990316  =   0.99988104
 RJ1302!UTM  16      -   0.99997787  x   1.00018443  =   1.00016230
 RJ1302
 RJ1302                          SUPERSEDED SURVEY CONTROL
 RJ1302
 RJ1302  NAD 83(1986)-  46 19 54.88027(N)    084 10 01.54318(W) AD(       ) 2
 RJ1302  NGVD 29 (05/22/90)  177.8    (m)          583.     (f) VERT ANG       
 RJ1302
 RJ1302.Superseded values are not recommended for survey control.
 RJ1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1302.See file dsdata.txt to determine how the superseded data were derived.
 RJ1302
 RJ1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1803934827(NAD 83)
 RJ1302_MARKER: DS = TRIANGULATION STATION DISK
 RJ1302_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1302+WITH SETTING: INFORMATION.
 RJ1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1302
 RJ1302  HISTORY     - Date     Condition        Report By
 RJ1302  HISTORY     - 1988     MONUMENTED       USE
 RJ1302
 RJ1302                          STATION DESCRIPTION
 RJ1302
 RJ1302'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1302'THE STATION IS LOCATED ABOUT 23.2 KM (14.4 MI) SOUTHEAST OF SAULT
 RJ1302'STE MARIE, 35.6 KM (22.1 MI) EAST-NORTHEAST OF RUDYARD, 42.5 KM
 RJ1302'(26.4 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND IN
 RJ1302'SEC 3, T45N-R2E.
 RJ1302'OWNERSHIP---EDWARD W. KEYES, SR.
 RJ1302'
 RJ1302'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1302'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1302'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1302'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD
 RJ1302'TO M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN
 RJ1302'LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1302'BOAT ACCESS AREA. TRAVEL BY BOAT DOWNRIVER FOR 20 MINUTES TO
 RJ1302'SUGAR ISLAND, CROSSING THE MIDDLE NEEBISH CHANNEL WHERE THE STATION
 RJ1302'IS LOCATED.
 RJ1302'
 RJ1302'THE STATION IS A STANDARD COE DISK THAT IS
 RJ1302'STAMPED---C6M-005---, SET INTO A PVC SLEEVE AND ATTACHED TO AN
 RJ1302'ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 9 METERS (30 FT)
 RJ1302'NORTH FROM WATERS EDGE, SOUTH OF A CABLE CROSSING.
 RJ1302'
 RJ1302'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0152 ***********************************************************************
 OK0152  DESIGNATION -  728
 OK0152  PID         -  OK0152
 OK0152  STATE/COUNTY-  MI/CLINTON
 OK0152  USGS QUAD   -  HUBBARDSTON (1967)
 OK0152
 OK0152                         *CURRENT SURVEY CONTROL
 OK0152  ___________________________________________________________________
 OK0152* NAD 83(1986)-  43 00 07.     (N)    084 49 06.     (W)     SCALED    
 OK0152* NAVD 88     -       221.516  (meters)     726.76   (feet)  ADJUSTED  
 OK0152  ___________________________________________________________________
 OK0152  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 OK0152  DYNAMIC HT  -         221.463 (meters)     726.58  (feet)  COMP
 OK0152  MODELED GRAV-     980,376.1   (mgal)                       NAVD 88
 OK0152
 OK0152  VERT ORDER  -  SECOND    CLASS 0
 OK0152
 OK0152.The horizontal coordinates were scaled from a topographic map and have
 OK0152.an estimated accuracy of +/- 6 seconds.
 OK0152
 OK0152.The orthometric height was determined by differential leveling
 OK0152.and adjusted by the National Geodetic Survey in June 1991..
 OK0152
 OK0152.The geoid height was determined by GEOID03.
 OK0152
 OK0152.The dynamic height is computed by dividing the NAVD 88
 OK0152.geopotential number by the normal gravity value computed on the
 OK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0152.degrees latitude (g = 980.6199 gals.).
 OK0152
 OK0152.The modeled gravity was interpolated from observed gravity values.
 OK0152
 OK0152;                    North         East    Units  Estimated Accuracy
 OK0152;SPC MI S     -   166,930.    3,963,180.      MT  (+/- 180 meters Scaled)
 OK0152
 OK0152                          SUPERSEDED SURVEY CONTROL
 OK0152
 OK0152  NGVD 29 (??/??/92)  221.654  (m)          727.21   (f) ADJ UNCH    2 0
 OK0152
 OK0152.Superseded values are not recommended for survey control.
 OK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0152.See file dsdata.txt to determine how the superseded data were derived.
 OK0152
 OK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN778633(NAD 83)
 OK0152_MARKER: P = PIPE CAP
 OK0152_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0152_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0152_STAMPING: 728 MICH
 OK0152_MARK LOGO: USGS  
 OK0152_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0152
 OK0152  HISTORY     - Date     Condition        Report By
 OK0152  HISTORY     - UNK      MONUMENTED       USGS
 OK0152  HISTORY     - 1934     GOOD             NGS
 OK0152  HISTORY     - 19940927 MARK NOT FOUND   LOCENG
 OK0152
 OK0152                          STATION DESCRIPTION
 OK0152
 OK0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0152'1.4 MI E FROM PEWAMO.
 OK0152'IN CLINTON COUNTY, 1.4 MILES EAST ALONG THE GRAND TRUNK WESTERN
 OK0152'RAILWAY FROM THE STATION AT PEWAMO, IONIA COUNTY, AT THE
 OK0152'NORTHEAST CORNER OF THE INTERSECTION OF STATE HIGHWAY 21 AND A
 OK0152'DIRT ROAD, 41.5 FEET EAST OF THE CENTERLINE OF THE ROAD, 30.2
 OK0152'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 49 FEET SOUTH OF THE
 OK0152'SOUTH RAIL, 3.4 FEET SOUTHWEST OF THE NORTHEAST CORNER FENCE
 OK0152'POST, AND 1.5 FEET HIGHER THAN THE ROADWAY.  A U.S. GEOLOGICAL
 OK0152'SURVEY STANDARD CAP, STAMPED 728 MICH AND RIVETED ON THE TOP OF A
 OK0152'3 1/2 INCH IRON PIPE.
 OK0152
 OK0152                          STATION RECOVERY (1994)
 OK0152
 OK0152'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6818 ***********************************************************************
 AA6818  DESIGNATION -  73 252A
 AA6818  PID         -  AA6818
 AA6818  STATE/COUNTY-  MI/WAYNE
 AA6818  USGS QUAD   -  DEARBORN (1983)
 AA6818
 AA6818                         *CURRENT SURVEY CONTROL
 AA6818  ___________________________________________________________________
 AA6818* NAD 83(1994)-  42 15 58.27809(N)    083 10 02.64562(W)     ADJUSTED  
 AA6818* NAVD 88     -       178.2    (meters)     585.     (feet)  GPS OBS   
 AA6818  ___________________________________________________________________
 AA6818  X           -     562,398.108 (meters)                     COMP
 AA6818  Y           -  -4,693,696.927 (meters)                     COMP
 AA6818  Z           -   4,267,627.088 (meters)                     COMP
 AA6818  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AA6818  ELLIP HEIGHT-         143.70  (meters)          (07/12/02) GPS OBS
 AA6818  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA6818
 AA6818  HORZ ORDER  -  FIRST
 AA6818  ELLP ORDER  -  FOURTH    CLASS I
 AA6818
 AA6818.The horizontal coordinates were established by GPS observations
 AA6818.and adjusted by the National Geodetic Survey in February 1997..
 AA6818
 AA6818.The orthometric height was determined by GPS observations and a
 AA6818.high-resolution geoid model.
 AA6818
 AA6818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6818
 AA6818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6818
 AA6818.The ellipsoidal height was determined by GPS observations
 AA6818.and is referenced to NAD 83.
 AA6818
 AA6818.The geoid height was determined by GEOID03.
 AA6818
 AA6818;                    North         East     Units Scale Factor Converg.
 AA6818;SPC MI S     -    85,811.572 4,098,938.025   MT  0.99996480   +0 48 58.1
 AA6818;SPC MI S     -   281,534.03 13,447,959.40   iFT  0.99996480   +0 48 58.1
 AA6818;UTM  17      - 4,681,606.028   321,246.851   MT  0.99999316   -1 27 29.3
 AA6818
 AA6818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6818!SPC MI S     -   0.99997746  x   0.99996480  =   0.99994226
 AA6818!UTM  17      -   0.99997746  x   0.99999316  =   0.99997062
 AA6818
 AA6818:                Primary Azimuth Mark                     Grid Az
 AA6818:SPC MI S     -  15 1                                     121 41 16.5
 AA6818:UTM  17      -  15 1                                     123 57 43.9
 AA6818
 AA6818|---------------------------------------------------------------------|
 AA6818| PID    Reference Object                     Distance      Geod. Az  |
 AA6818|                                                           dddmmss.s |
 AA6818| AA6819 15 1                                449.623 METERS 1223014.6 |
 AA6818|---------------------------------------------------------------------|
 AA6818
 AA6818                          SUPERSEDED SURVEY CONTROL
 AA6818
 AA6818  ELLIP H (02/03/97)  143.74   (m)                       GP(       ) 4 1
 AA6818  NAD 83(1986)-  42 15 58.28491(N)    083 10 02.67494(W) AD(       ) 1
 AA6818
 AA6818.Superseded values are not recommended for survey control.
 AA6818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6818.See file dsdata.txt to determine how the superseded data were derived.
 AA6818
 AA6818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2124781606(NAD 83)
 AA6818_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6818_STAMPING: 73-252A 1960
 AA6818_MARK LOGO: MI-163
 AA6818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6818+STABILITY: SURFACE MOTION
 AA6818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6818+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AA6818
 AA6818  HISTORY     - Date     Condition        Report By
 AA6818  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6818  HISTORY     - 20020325 GOOD             INDIV
 AA6818  HISTORY     - 20030303 GOOD             WILCOX
 AA6818  HISTORY     - 20050501 GOOD             INDIV
 AA6818  HISTORY     - 20050509 GOOD             INDIV
 AA6818
 AA6818                          STATION DESCRIPTION
 AA6818
 AA6818'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6818'STATION IS LOCATED IN ALLEN PARK, MICHIGAN ON GLEASON STREET AT
 AA6818'DARTMOUTH STREET. TO REACH FROM THE INTERSECTION OF M-85 AND GLEASON
 AA6818'STREET PROCEED WEST 0.15 MILESON GLEASON TO DARTMOUTH AND THE STATION
 AA6818'IN THE NORTHWEST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK
 AA6818'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN
 AA6818'A CAST IRON MONUMENT BOX WHICH IS FLUSH WITH THE TOP OF SIDEWALK.  THE
 AA6818'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.
 AA6818'CENTERLINE OF GLEASON STREET IS S 0 E, 24.6 FEET, CENTERLINE OF
 AA6818'DARTMOUTH IS N 90 E, 21.6 FEET.
 AA6818
 AA6818                          STATION RECOVERY (2002)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2003)
 AA6818
 AA6818'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2005)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6818'RECOVERED IN GOOD CONDITION.
 AA6818
 AA6818                          STATION RECOVERY (2005)
 AA6818
 AA6818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1255 ***********************************************************************
 RJ1255  DESIGNATION -  73 C5W 042
 RJ1255  PID         -  RJ1255
 RJ1255  STATE/COUNTY-  MI/CHIPPEWA
 RJ1255  USGS QUAD   -  OAK RIDGE (1976)
 RJ1255
 RJ1255                         *CURRENT SURVEY CONTROL
 RJ1255  ___________________________________________________________________
 RJ1255* NAD 83(1994)-  46 20 40.46667(N)    084 10 34.82255(W)     ADJUSTED  
 RJ1255* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 RJ1255  ___________________________________________________________________
 RJ1255  X           -     447,549.790 (meters)                     COMP
 RJ1255  Y           -  -4,388,021.550 (meters)                     COMP
 RJ1255  Z           -   4,591,872.608 (meters)                     COMP
 RJ1255  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RJ1255  ELLIP HEIGHT-         140.91  (meters)          (02/03/97) GPS OBS
 RJ1255  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ1255
 RJ1255  HORZ ORDER  -  FIRST
 RJ1255  ELLP ORDER  -  FOURTH    CLASS I
 RJ1255
 RJ1255.The horizontal coordinates were established by GPS observations
 RJ1255.and adjusted by the National Geodetic Survey in February 1997..
 RJ1255
 RJ1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1255
 RJ1255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1255
 RJ1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1255
 RJ1255.The ellipsoidal height was determined by GPS observations
 RJ1255.and is referenced to NAD 83.
 RJ1255
 RJ1255.The geoid height was determined by GEOID03.
 RJ1255
 RJ1255;                    North         East     Units Scale Factor Converg.
 RJ1255;SPC MI N     -   177,393.350 8,217,301.356   MT  0.99990337   +2 02 27.3
 RJ1255;SPC MI N     -   581,999.18 26,959,650.12   iFT  0.99990337   +2 02 27.3
 RJ1255;UTM  16      - 5,136,208.340   717,277.348   MT  1.00018035   +2 02 37.4
 RJ1255
 RJ1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1255!SPC MI N     -   0.99997791  x   0.99990337  =   0.99988128
 RJ1255!UTM  16      -   0.99997791  x   1.00018035  =   1.00015826
 RJ1255
 RJ1255                          SUPERSEDED SURVEY CONTROL
 RJ1255
 RJ1255  NAD 83(1986)-  46 20 40.45856(N)    084 10 34.82109(W) AD(       ) 1
 RJ1255  NGVD 29 (05/22/90)  177.4    (m)          582.     (f) GPS OBS        
 RJ1255
 RJ1255.Superseded values are not recommended for survey control.
 RJ1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1255.See file dsdata.txt to determine how the superseded data were derived.
 RJ1255
 RJ1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1727736208(NAD 83)
 RJ1255_MARKER: DS = TRIANGULATION STATION DISK
 RJ1255_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1255+WITH SETTING: INFORMATION.
 RJ1255_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1255+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1255
 RJ1255  HISTORY     - Date     Condition        Report By
 RJ1255  HISTORY     - 1988     MONUMENTED       USE
 RJ1255
 RJ1255                          STATION DESCRIPTION
 RJ1255
 RJ1255'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1255'THE STATION IS LOCATED ABOUT 21.6 KM (13.4 MI) SOUTHEAST OF SAULT
 RJ1255'MARIE, 35.1 KM (21.8 MI) EAST-NORTHEAST OF RUDYARD, 44.3 KM
 RJ1255'(27.5 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND IN GOVT
 RJ1255'LOT 2, SEC 33, T46N-R2E.
 RJ1255'OWNERSHIP---CLYDE L AND RENEE L MOORE
 RJ1255'
 RJ1255'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1255'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1255'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1255'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1255'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1255'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE
 RJ1255'BOAT ACCESS AREA. TRAVEL BY BOAT
 RJ1255'DOWNRIVER FOR 15 MINUTES TO SUGAR ISLAND, CROSSING THE MIDDLE
 RJ1255'NEEBISH CHANNEL WHERE THE STATION IS LOCATED.
 RJ1255'
 RJ1255'THE STATION IS A STANDARD COE DISK,
 RJ1255'THAT IS STAMPED---C5W-042 1988---, SET INTO A PVC
 RJ1255'SLEEVE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND,
 RJ1255'LOCATED 18.3 METERS (60 FT) WEST FROM WATERS EDGE.
 RJ1255'
 RJ1255'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0195 ***********************************************************************
 OK0195  DESIGNATION -  731
 OK0195  PID         -  OK0195
 OK0195  STATE/COUNTY-  MI/GRATIOT
 OK0195  USGS QUAD   -  ST LOUIS (1973)
 OK0195
 OK0195                         *CURRENT SURVEY CONTROL
 OK0195  ___________________________________________________________________
 OK0195* NAD 83(1986)-  43 24 20.     (N)    084 30 32.     (W)     SCALED    
 OK0195* NAVD 88     -       222.228  (meters)     729.09   (feet)  ADJUSTED  
 OK0195  ___________________________________________________________________
 OK0195  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 OK0195  DYNAMIC HT  -         222.186 (meters)     728.96  (feet)  COMP
 OK0195  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 OK0195
 OK0195  VERT ORDER  -  SECOND    CLASS 0
 OK0195
 OK0195.The horizontal coordinates were scaled from a topographic map and have
 OK0195.an estimated accuracy of +/- 6 seconds.
 OK0195
 OK0195.The orthometric height was determined by differential leveling
 OK0195.and adjusted by the National Geodetic Survey in June 1991..
 OK0195
 OK0195.The geoid height was determined by GEOID03.
 OK0195
 OK0195.The dynamic height is computed by dividing the NAVD 88
 OK0195.geopotential number by the normal gravity value computed on the
 OK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0195.degrees latitude (g = 980.6199 gals.).
 OK0195
 OK0195.The modeled gravity was interpolated from observed gravity values.
 OK0195
 OK0195;                    North         East    Units  Estimated Accuracy
 OK0195;SPC MI S     -   211,680.    3,988,480.      MT  (+/- 180 meters Scaled)
 OK0195
 OK0195                          SUPERSEDED SURVEY CONTROL
 OK0195
 OK0195  NGVD 29 (??/??/92)  222.390  (m)          729.62   (f) ADJ UNCH    2 0
 OK0195
 OK0195.Superseded values are not recommended for survey control.
 OK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0195.See file dsdata.txt to determine how the superseded data were derived.
 OK0195
 OK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP017088(NAD 83)
 OK0195_MARKER: P = PIPE CAP
 OK0195_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0195_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0195_STAMPING: 731 MICH
 OK0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0195
 OK0195  HISTORY     - Date     Condition        Report By
 OK0195  HISTORY     - UNK      MONUMENTED       USGS
 OK0195  HISTORY     - 1934     GOOD             NGS
 OK0195  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0195
 OK0195                          STATION DESCRIPTION
 OK0195
 OK0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0195'1.5 MI W FROM BRECKENRIDGE.
 OK0195'1.5 MILES WEST ALONG THE C AND O RY. FROM THE STATION AT
 OK0195'BRECKENRIDGE, IN THE NORTHEAST ANGLE OF A ROAD INTERSECTION,
 OK0195'60 YARDS SOUTHEAST OF BETHANY SCHOOL, 30 FEET NORTH OF THE
 OK0195'CENTERLINE OF THE STATE HIGHWAY 46, 150 YARDS NORTH OF THE
 OK0195'NORTH RAIL, 25 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 OK0195'AND LEVEL WITH THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 OK0195'STANDARD CAP, STAMPED 731 MICH AND RIVETED ON THE TOP OF A
 OK0195'3-1/2-INCH IRON PIPE.
 OK0195
 OK0195                          STATION RECOVERY (2001)
 OK0195
 OK0195'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0195'BOTH STATE HIGHWAY 46 AND DIRT ROAD HAVE BEEN WIDENED AND EACH ROAD
 OK0195'HAS BEEN REPAVED.  NO STATION WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0525 ***********************************************************************
 NF0525  DESIGNATION -  734.8
 NF0525  PID         -  NF0525
 NF0525  STATE/COUNTY-  MI/ALLEGAN
 NF0525  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0525
 NF0525                         *CURRENT SURVEY CONTROL
 NF0525  ___________________________________________________________________
 NF0525* NAD 83(1986)-  42 25 35.     (N)    085 37 04.     (W)     SCALED    
 NF0525* NAVD 88     -       223.857  (meters)     734.44   (feet)  ADJUSTED  
 NF0525  ___________________________________________________________________
 NF0525  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NF0525  DYNAMIC HT  -         223.790 (meters)     734.22  (feet)  COMP
 NF0525  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 NF0525
 NF0525  VERT ORDER  -  SECOND    CLASS 0
 NF0525
 NF0525.The horizontal coordinates were scaled from a topographic map and have
 NF0525.an estimated accuracy of +/- 6 seconds.
 NF0525
 NF0525.The orthometric height was determined by differential leveling
 NF0525.and adjusted by the National Geodetic Survey in June 1991..
 NF0525
 NF0525.The geoid height was determined by GEOID03.
 NF0525
 NF0525.The dynamic height is computed by dividing the NAVD 88
 NF0525.geopotential number by the normal gravity value computed on the
 NF0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0525.degrees latitude (g = 980.6199 gals.).
 NF0525
 NF0525.The modeled gravity was interpolated from observed gravity values.
 NF0525
 NF0525;                    North         East    Units  Estimated Accuracy
 NF0525;SPC MI S     -   103,670.    3,897,050.      MT  (+/- 180 meters Scaled)
 NF0525
 NF0525                          SUPERSEDED SURVEY CONTROL
 NF0525
 NF0525  NGVD 29 (??/??/92)  223.989  (m)          734.87   (f) ADJ UNCH    2 0
 NF0525
 NF0525.Superseded values are not recommended for survey control.
 NF0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0525.See file dsdata.txt to determine how the superseded data were derived.
 NF0525
 NF0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM137980(NAD 83)
 NF0525_MARKER: Q = CHISELED SQUARE
 NF0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0525_SP_SET: ABUTMENT
 NF0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0525
 NF0525  HISTORY     - Date     Condition        Report By
 NF0525  HISTORY     - UNK      MONUMENTED       USGS
 NF0525  HISTORY     - 1940     MARK NOT FOUND   NGS
 NF0525
 NF0525                          STATION DESCRIPTION
 NF0525
 NF0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0525'1.3 MI S FROM PLAINWELL.
 NF0525'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0525'AT PLAINWELL, ALLEGAN COUNTY, AT THE BRIDGE OVER KALAMAZOO
 NF0525'RIVER, AND ON THE EAST SIDE OF THE SOUTH ABUTMENT.  A CHISELED
 NF0525'SQUARE MARKED 734.8.  NOTE-- TWO CHISELED SQUARES WERE FOUND ON
 NF0525'THE ABUTMENT OF THE BRIDGE, ONE ABOUT 5 FEET HIGHER THAN THE
 NF0525'OTHER.  WHILE IT WAS ASSUMED THAT THE HIGHER ONE MUST BE THE
 NF0525'MARK MEANT, THERE WAS NO SIGN OF THE MARKING 734.8 REFERRED TO
 NF0525'IN THE DECRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0588 ***********************************************************************
 NF0588  DESIGNATION -  737.0
 NF0588  PID         -  NF0588
 NF0588  STATE/COUNTY-  MI/VAN BUREN
 NF0588  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0588
 NF0588                         *CURRENT SURVEY CONTROL
 NF0588  ___________________________________________________________________
 NF0588* NAD 83(1986)-  42 22 58.     (N)    085 57 25.     (W)     SCALED    
 NF0588* NAVD 88     -       224.297  (meters)     735.88   (feet)  ADJUSTED  
 NF0588  ___________________________________________________________________
 NF0588  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0588  DYNAMIC HT  -         224.235 (meters)     735.68  (feet)  COMP
 NF0588  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 NF0588
 NF0588  VERT ORDER  -  SECOND    CLASS 0
 NF0588
 NF0588.The horizontal coordinates were scaled from a topographic map and have
 NF0588.an estimated accuracy of +/- 6 seconds.
 NF0588
 NF0588.The orthometric height was determined by differential leveling
 NF0588.and adjusted by the National Geodetic Survey in June 1991..
 NF0588
 NF0588.The geoid height was determined by GEOID03.
 NF0588
 NF0588.The dynamic height is computed by dividing the NAVD 88
 NF0588.geopotential number by the normal gravity value computed on the
 NF0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0588.degrees latitude (g = 980.6199 gals.).
 NF0588
 NF0588.The modeled gravity was interpolated from observed gravity values.
 NF0588
 NF0588;                    North         East    Units  Estimated Accuracy
 NF0588;SPC MI S     -    99,290.    3,869,050.      MT  (+/- 180 meters Scaled)
 NF0588
 NF0588                          SUPERSEDED SURVEY CONTROL
 NF0588
 NF0588  NGVD 29 (??/??/92)  224.432  (m)          736.32   (f) ADJ UNCH    2 0
 NF0588
 NF0588.Superseded values are not recommended for survey control.
 NF0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0588.See file dsdata.txt to determine how the superseded data were derived.
 NF0588
 NF0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM858928(NAD 83)
 NF0588_MARKER: Q = CHISELED SQUARE
 NF0588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0588_SP_SET: STEP
 NF0588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0588
 NF0588  HISTORY     - Date     Condition        Report By
 NF0588  HISTORY     - UNK      MONUMENTED       USGS
 NF0588  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0588
 NF0588                          STATION DESCRIPTION
 NF0588
 NF0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0588'IN BLOOMINGDALE.
 NF0588'AT BLOOMINGDALE, VAN BUREN COUNTY, ON THE MICHIGAN CENTRAL
 NF0588'RAILROAD, 110 FEET EAST OF THE CROSSING OF THE MAIN STREET,
 NF0588'NEAR THE QUARTER-SECTION CORNER BETWEEN SECTIONS 16 AND 17,
 NF0588'T 1 S, R 14 W, ON THE NORTH SIDE OF THE STREET, AT THE SMALL
 NF0588'STORE BUILDING FORMERLY OWNED BY A. HOLMES, AT THE CONCRETE
 NF0588'PORCH IN FRONT OF THE BUILDING, ON THE TOP OF THE WEST END OF THE
 NF0588'LOWER CONCRETE STEP, AND AT THE INSIDE EDGE OF THE SIDEWALK.
 NF0588'A CHISELED SQUARE MARKED 737.0.  NOTE-- UNABLE TO LOCATE THE
 NF0588'STORE BUILDING.  IT IS BELIEVE THAT IT HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0576 ***********************************************************************
 QK0576  DESIGNATION -  74 USLS 1907
 QK0576  PID         -  QK0576
 QK0576  STATE/COUNTY-  MI/CHEBOYGAN
 QK0576  USGS QUAD   -  
 QK0576
 QK0576                         *CURRENT SURVEY CONTROL
 QK0576  ___________________________________________________________________
 QK0576* NAD 83(1994)-  45 39 50.79779(N)    084 19 43.89852(W)     ADJUSTED  
 QK0576* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0576  ___________________________________________________________________
 QK0576  LAPLACE CORR-          -5.21  (seconds)                    DEFLEC99
 QK0576  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 QK0576
 QK0576  HORZ ORDER  -  FIRST
 QK0576
 QK0576.The horizontal coordinates were established by classical geodetic methods
 QK0576.and adjusted by the National Geodetic Survey in February 1997..
 QK0576
 QK0576.The orthometric height was scaled from a topographic map.
 QK0576
 QK0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0576
 QK0576.The geoid height was determined by GEOID03.
 QK0576
 QK0576;                    North         East     Units Scale Factor Converg.
 QK0576;SPC MI C     -   260,856.299 6,002,946.221   MT  0.99999190   +0 01 36.1
 QK0576;SPC MI C     -   855,827.75 19,694,705.45   iFT  0.99999190   +0 01 36.1
 QK0576;UTM  16      - 5,060,199.443   708,078.800   MT  1.00013233   +1 54 40.4
 QK0576
 QK0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0576!SPC MI C     -   0.99997794  x   0.99999190  =   0.99996984
 QK0576!UTM  16      -   0.99997794  x   1.00013233  =   1.00011027
 QK0576
 QK0576:                Primary Azimuth Mark                     Grid Az
 QK0576:SPC MI C     -  LA FAYETTE USLS 1908                     349 49 59.9
 QK0576:UTM  16      -  LA FAYETTE USLS 1908                     347 56 55.6
 QK0576
 QK0576|---------------------------------------------------------------------|
 QK0576| PID    Reference Object                     Distance      Geod. Az  |
 QK0576|                                                           dddmmss.s |
 QK0576| QK0599 LA FAYETTE USLS 1908                APPROX.12.1 KM 3495136.0 |
 QK0576|---------------------------------------------------------------------|
 QK0576
 QK0576                          SUPERSEDED SURVEY CONTROL
 QK0576
 QK0576  NAD 83(1986)-  45 39 50.78900(N)    084 19 43.89785(W) AD(       ) 1
 QK0576  NAD 27      -  45 39 50.74600(N)    084 19 43.81600(W) AD(       ) 1
 QK0576
 QK0576.Superseded values are not recommended for survey control.
 QK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0576.See file dsdata.txt to determine how the superseded data were derived.
 QK0576
 QK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0807960199(NAD 83)
 QK0576
 QK0576  HISTORY     - Date     Condition        Report By
 QK0576  HISTORY     - 1907     MONUMENTED       CGS
 QK0576  HISTORY     - 1927     SEE DESCRIPTION  USLS
 QK0576  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0576  HISTORY     - 1958     SEE DESCRIPTION  CGS
 QK0576  HISTORY     - 1977     GOOD             NGS
 QK0576
 QK0576                          STATION DESCRIPTION
 QK0576
 QK0576'DESCRIBED BY US LAKE SURVEY 1927
 QK0576'ON CORDWOOD POINT, ON SOUTH SHORE OF STRAITS OF MACKINAC, ON BEACH,
 QK0576'22 FEET FROM TOP OF 7-FOOT
 QK0576'BANK.  ORIGINAL MARK, PROBABLY SPIKE IN POST, WAS FOUND BROKEN OFF
 QK0576'IN 1927 AND REPLACED BY SPIKE IN
 QK0576'CONCRETE MONUMENT, PROJECTING 6 INCHES ABOVE
 QK0576'SURFACE OF GROUND.  REFERENCE MARK IS CONCRETE
 QK0576'MONUMENT, ON TOP OF BANK, NORTH
 QK0576'OF ROAD, AND 32.85 FEET S. 32 DEG 26 MIN W. FROM STATION.
 QK0576
 QK0576                          STATION RECOVERY (1956)
 QK0576
 QK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0576'THE STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AND FOUND IN GOOD
 QK0576'CONDITION.
 QK0576'
 QK0576'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION-
 QK0576'
 QK0576'THE STATION IS LOCATED ABOUT 7 MI. E OF CHEBOYGAN, ON THE
 QK0576'S SHORE OF LAKE
 QK0576'HURON, NEAR THE PROPERTY LINE OF MR. WILLIAM OWENS AND
 QK0576'STATE OWNED LAND.  IT IS 40 FT. N
 QK0576'OF THE CENTER OF A TRACK ROAD,
 QK0576'39 FT. S OF THE BEACH LINE OF THE LAKE, AND 29 FT.
 QK0576'NE OF A TRIANGULAR
 QK0576'BLAZED 12-IN. PINE TREE.  THE MARK IS A STANDARD U.S. LAKE
 QK0576'SURVEY
 QK0576'STATION-MARK DISK SET IN THE TOP OF A 6- BY 8-IN. CONCRETE
 QK0576'POST WITH THE LETTERS
 QK0576'U.S. ON THE N TOP OF THE POST AND 1927
 QK0576'ON THE S TOP OF THE POST.  THE MARK
 QK0576'PROJECTS ABOUT 4 IN. AND THE
 QK0576'DISK IS STAMPED 74 1907 1927 S.
 QK0576'
 QK0576'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23
 QK0576'AND 27 (IN THE N
 QK0576'EDGE OF CHEBOYGAN), GO E ON U.S. HIGHWAY 23 FOR
 QK0576'3.9 MI. TO ELLIOTT CREEK BRIDGE.
 QK0576'CONTINUE E ON U.S. HIGHWAY 23
 QK0576'FOR 3.25 MI. TO A CROSSROAD AND SIGN CORDWOOD SHORES
 QK0576'ON THE LEFT.
 QK0576'TURN LEFT AND FOLLOW WOODS ROAD N TOWARDS LAKE HURON FOR 0.55 MI.
 QK0576'TO A ROAD FORK.
 QK0576'BEAR RIGHT AND FOLLOW A TRACK ROAD NE AND E FOR
 QK0576'0.1 MI. TO THE HOME OF MR. OWENS.
 QK0576'CONTINUE E ON THE TRACK ROAD
 QK0576'FOR 0.25 MI. TO A TRIANGULAR-BLAZED 12-IN. PINE TREE
 QK0576'ON THE LEFT
 QK0576'AND THE STATION JUST N AS DESCRIBED.
 QK0576'
 QK0576'REFERENCE MARK 1 IS 33.68 FT. SE OF THE STATION, SET ON THE
 QK0576'BANK ABOUT 2 FT.
 QK0576'HIGHER IN ELEVATION THAN THE STATION MARK, 12 FT.
 QK0576'N OF THE CENTER OF THE TRACK ROAD,
 QK0576'AND 4 FT. NW OF A TRIANGULAR-
 QK0576'BLAZED 15-IN. PINE TREE.  THE MARK IS A STANDARD U.S.
 QK0576'LAKE SURVEY
 QK0576'REFERENCE-MARK DISK SET IN THE TOP OF A 6-IN. CONCRETE CYLINDER
 QK0576'PROJECTING ABOUT 6
 QK0576'IN. AND STAMPED 74 NO 1 1907 1927 S.
 QK0576'
 QK0576'REFERENCE MARK 2 IS 55.16 FT. NW OF THE STATION, 50 FT. S OF
 QK0576'THE BEACH LINE,
 QK0576'AND 33 FT. N OF THE CENTER OF THE TRACK ROAD.  THE
 QK0576'MARK IS A STANDARD U.S. LAKE
 QK0576'SURVEY REFERENCE-MARK DISK SET IN THE
 QK0576'TOP OF A 6-IN. CONCRETE CYLINDER PROJECTING
 QK0576'ABOUT 6 IN. AND STAMPED
 QK0576'74 NO 2 1907 1927 S.
 QK0576
 QK0576                          STATION RECOVERY (1958)
 QK0576
 QK0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (KHF)
 QK0576'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0576'
 QK0576'HOW REACHED- THIS STATION IS ON THE SOUTH SHORE OF THE STRAITS OF
 QK0576'MACKINAC ON CORDWOOD POINT
 QK0576'2-1/2 MILES SOUTHEAST OF POES REEF LIGHTHOUSE.  FROM THE INTERSECTION
 QK0576'OF U.S. 23 AND CHEBOYGAN RIVER
 QK0576'BRIDGE IN CHEBOYGAN, MICHIGAN, GO
 QK0576'EASTERLY ALONG U.S. 23 FOR 7.35 MILES TO CORDWOOD
 QK0576'SHORES ROAD, TURN RIGHT
 QK0576'ALONG WINDING ROAD TO NORTH AND EAST FOR 0.7 MILES TO END OF ROAD AT
 QK0576'THE RESIDENCE OF BILL
 QK0576'OWENS, CONTINUE ON FOOT ALONG SHORE OR ALONG DIRT ROAD
 QK0576'FOR 0.3 MILE AND VICINITY OF THE
 QK0576'STATION.
 QK0576'
 QK0576'CONDITION AND DESCRIPTION OF CENTER MARK- THE STATION IS ON THE NORTH
 QK0576'END OF CORDWOOD POINT AT
 QK0576'FOOT OF A SAND BANK, 38 FEET NORTH OF CENTERLINE OF A DIRT ROAD AND
 QK0576'22 FEET NORTH OF BRUSH LINE, 55.16 FEET
 QK0576'SOUTH 82 DEG EAST OF REF. MON. NO 2, 33.62 FEET NORTH
 QK0576'23 DEG WEST OF REF. MON. NO 1, 32.88 FEET NORTH 38
 QK0576'DEG EAST OF CONCRETE MONUMENT, BEING
 QK0576'A CROSS IN BRONZE DISC SET IN TOP OF 7 X 8 INCH CONCRETE MONUMENT
 QK0576'PROJECTING 1 FOOT ABOVE
 QK0576'GROUND SURFACE.
 QK0576'
 QK0576'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO CLEAR-
 QK0576'GOOD VIEW OF LAKE
 QK0576'AND SHORE LINE, 15 FEET TO CLEAR.
 QK0576'
 QK0576'CONDITION AND DESCRIPTION OF REFERENCE MARKS-
 QK0576'REF. MON. NO 1 IS
 QK0576'15 FEET NORTH OF DIRT ROAD, BEING A CROSS IN BRONZE DISC SET
 QK0576'IN TOP OF A CONCRETE POST WITH ARROW
 QK0576'POINTING TO THE STATION.
 QK0576'
 QK0576'REF. MON. NO 2 IS AT THE EDGE OF THE WOODS BEING A CROSS IN A BRONZE
 QK0576'DISC SET IN TOP OF
 QK0576'CONCRETE POST WITH ARROW POINTING TO STATION.
 QK0576
 QK0576                          STATION RECOVERY (1977)
 QK0576
 QK0576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0576'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QK0576'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CHANGES.  UPON TURNING
 QK0576'LEFT ONTO CORDWOOD POINT ROAD, PROCEED FOR ABOUT 300 FEET TO
 QK0576'RIDGEVIEW DRIVE ON THE RIGHT.  PROCEED DOWN RIDGEVIEW FOR 0.2 MILES
 QK0576'TO BIRCHWOOD DRIVE ON THE LEFT.  PROCEED DOWN 0.3 MILES TO
 QK0576'A T INTERSECTION (CORDWOOD TRAIL) AHEAD AND TO THE LEFT IS
 QK0576'A COTTAGE OWNED BY HONEY AND PAPPY ZALNER.  THE STATION IS
 QK0576'LOCATED IN A BOARDWALK LOADING TO THE BEACH FROM ZALNERS
 QK0576'COTTAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0615 ***********************************************************************
 OJ0615  DESIGNATION -  74001
 OJ0615  PID         -  OJ0615
 OJ0615  STATE/COUNTY-  MI/SANILAC
 OJ0615  USGS QUAD   -  CROSWELL (1976)
 OJ0615
 OJ0615                         *CURRENT SURVEY CONTROL
 OJ0615  ___________________________________________________________________
 OJ0615* NAD 83(1994)-  43 21 53.58922(N)    082 32 12.10477(W)     ADJUSTED  
 OJ0615* NAVD 88     -       188.387  (meters)     618.07   (feet)  ADJUSTED  
 OJ0615  ___________________________________________________________________
 OJ0615  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 OJ0615  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0615  DYNAMIC HT  -         188.350 (meters)     617.95  (feet)  COMP
 OJ0615  MODELED GRAV-     980,418.8   (mgal)                       NAVD 88
 OJ0615
 OJ0615  HORZ ORDER  -  SECOND
 OJ0615  VERT ORDER  -  FIRST     CLASS II
 OJ0615
 OJ0615.The horizontal coordinates were established by classical geodetic methods
 OJ0615.and adjusted by the National Geodetic Survey in February 1997..
 OJ0615
 OJ0615.The orthometric height was determined by differential leveling
 OJ0615.and adjusted by the National Geodetic Survey in June 1991..
 OJ0615
 OJ0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0615
 OJ0615.The geoid height was determined by GEOID03.
 OJ0615
 OJ0615.The dynamic height is computed by dividing the NAVD 88
 OJ0615.geopotential number by the normal gravity value computed on the
 OJ0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0615.degrees latitude (g = 980.6199 gals.).
 OJ0615
 OJ0615.The modeled gravity was interpolated from observed gravity values.
 OJ0615
 OJ0615;                    North         East     Units Scale Factor Converg.
 OJ0615;SPC MI S     -   208,762.736 4,148,311.293   MT  0.99994192   +1 14 43.3
 OJ0615;SPC MI S     -   684,917.11 13,609,945.19   iFT  0.99994192   +1 14 43.3
 OJ0615;UTM  17      - 4,802,482.689   375,489.302   MT  0.99979070   -1 03 19.1
 OJ0615
 OJ0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0615!SPC MI S     -   0.99997589  x   0.99994192  =   0.99991781
 OJ0615!UTM  17      -   0.99997589  x   0.99979070  =   0.99976660
 OJ0615
 OJ0615:                Primary Azimuth Mark                     Grid Az
 OJ0615:SPC MI S     -  74001 MIDH AZ MK 1                       007 14 18.6
 OJ0615:UTM  17      -  74001 MIDH AZ MK 1                       009 32 21.0
 OJ0615
 OJ0615|---------------------------------------------------------------------|
 OJ0615| PID    Reference Object                     Distance      Geod. Az  |
 OJ0615|                                                           dddmmss.s |
 OJ0615| OJ0754 74001 MIDH AZ MK 1                  APPROX. 0.6 KM 0082901.9 |
 OJ0615| OJ0753 74001 MIDH AZ MK 1 OFST             APPROX. 0.6 KM 0083553.4 |
 OJ0615| CH0667 74001 RM 1                           10.355 METERS 00910     |
 OJ0615| CH0668 74001 RM 2                            7.360 METERS 18820     |
 OJ0615| OJ0756 74001 MIDH AZ MK 2 OFST             447.571 METERS 1943514.9 |
 OJ0615| OJ0757 74001 MIDH AZ MK 2                  454.614 METERS 1944951.7 |
 OJ0615| OJ0755 74001 MIDH PT A                       4.955 METERS 21152     |
 OJ0615|---------------------------------------------------------------------|
 OJ0615
 OJ0615                          SUPERSEDED SURVEY CONTROL
 OJ0615
 OJ0615  NAD 83(1986)-  43 21 53.57610(N)    082 32 12.12971(W) AD(       ) 2
 OJ0615  NAD 27      -  43 21 53.48494(N)    082 32 12.39394(W) AD(       ) 2
 OJ0615  NGVD 29 (??/??/??)  188.511  (m)          618.47   (f) ADJUSTED    1 2
 OJ0615
 OJ0615.Superseded values are not recommended for survey control.
 OJ0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0615.See file dsdata.txt to determine how the superseded data were derived.
 OJ0615
 OJ0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7548902483(NAD 83)
 OJ0615_MARKER: DB = BENCH MARK DISK
 OJ0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0615_SP_SET: CONCRETE POST
 OJ0615_STAMPING: 74001 1976
 OJ0615_PROJECTION: FLUSH
 OJ0615_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0615+STABILITY: SURFACE MOTION
 OJ0615
 OJ0615  HISTORY     - Date     Condition        Report By
 OJ0615  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0615  HISTORY     - 1979     GOOD             NOS
 OJ0615  HISTORY     - 1980     GOOD             MIDH
 OJ0615  HISTORY     - 1980     GOOD             NGS
 OJ0615  HISTORY     - 19940728 GOOD             USPSQD
 OJ0615
 OJ0615                          STATION DESCRIPTION
 OJ0615
 OJ0615'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0615'THE STATION IS LOCATED ABOUT 6.8 MILES NORTH OF LEXINGTON, 4.5
 OJ0615'MILES SOUTH OF PORT SANILAC ALONG STATE HIGHWAY M-25 AND IN THE
 OJ0615'SOUTHEAST 1/4 OF SECTION 26, T 11 N, R 16 E.
 OJ0615'
 OJ0615'TO REACH THE STATION FROM THE INTERSECTION OF M-90 AND M-25 IN
 OJ0615'LEXINGTON GO NORTH ALONG M-25 FOR 6.8 MILES TO THE STATION ON
 OJ0615'THE RIGHT.  TO REACH AZIMUTH MARK 1 FROM THE STATION GO NORTH
 OJ0615'ALONG M-25 FOR 0.35 MILE TO THE MARK ON THE RIGHT.  TO REACH
 OJ0615'AZIMUTH MARK 2 FROM THE STATION GO SOUTH ALONG M-25 FOR 0.3
 OJ0615'MILE TO THE MARK ON THE LEFT.
 OJ0615'
 OJ0615'STATION MARKS, STAMPED---74001 1976---, ARE MICHIGAN DEPARTMENT
 OJ0615'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0615'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0615'SURFACE.  IT IS 101 FEET EAST-SOUTHEAST OF A POWER POLE, 41
 OJ0615'FEET EAST OF THE CENTERLINE OF M-25, 16.5 FEET SOUTHWEST OF A
 OJ0615'STONE GATEPOST (SOUTH GATEPOST), 11 FEET WEST OF A FENCE AND 4
 OJ0615'FEET SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0615'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0615'THE GROUND SURFACE.
 OJ0615'
 OJ0615'REFERENCE MARK 1, STAMPED---NO 1 74001 1976---, IS SET IN THE
 OJ0615'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0615'GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTERLINE OF M-25
 OJ0615'13 FEET NORTHWEST OF THE NORTH POST OF A GATE (STONE) AND 11
 OJ0615'FEET WEST OF THE FENCE.
 OJ0615'
 OJ0615'REFERENCE MARK 2, STAMPED---NO 2 74001 1976---, IS SET IN THE
 OJ0615'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0615'GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTERLINE OF M-25,
 OJ0615'38 FEET SOUTHWEST OF THE SOUTH POST OF A GATE (STONE) AND 11
 OJ0615'FEET WEST OF THE FENCE.
 OJ0615'
 OJ0615'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74001 1976---, IS A
 OJ0615'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0615'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0615'SURFACE.  IT IS 65.5 FEET NORTH OF A 20 FOOT BLACKTOP DRIVE
 OJ0615'EAST TO SCENIC LOOKOUT, 24.5 FEET EAST OF THE CENTERLINE OF
 OJ0615'M-25, 11 FEET NORTH OF THE SOUTH END OF A STEEL BEAM GUARD RAIL
 OJ0615'AND 4 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0615'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0615'BELOW THE GROUND SURFACE.
 OJ0615'
 OJ0615'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74001 1976---, IS A
 OJ0615'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0615'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0615'SURFACE.  IT IS 124 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE
 OJ0615'EAST TO HOUSE NUMBER 2399, 24 FEET EAST OF THE CENTERLINE OF
 OJ0615'M-25, 10 FEET SOUTH-SOUTHWEST FROM THE NORTH END OF A STEEL
 OJ0615'BEAM GUARD RAIL AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 OJ0615'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0615'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0615'
 OJ0615'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 OJ0615'TRANSPORTATION DISKS.
 OJ0615'
 OJ0615'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0615'DESCRIBED BY G. ANDERSON.
 OJ0615
 OJ0615                          STATION RECOVERY (1979)
 OJ0615
 OJ0615'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0615'STATION AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN GOOD
 OJ0615'CONDITION.
 OJ0615'
 OJ0615'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0615'
 OJ0615'RECOVERED BY T.D.KUCHCIAK
 OJ0615
 OJ0615                          STATION RECOVERY (1980)
 OJ0615
 OJ0615'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0615'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OJ0615'
 OJ0615'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED,
 OJ0615'MEASUREMENT TO STATION AGREES WITH ORIGINAL DATA.
 OJ0615'
 OJ0615'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 OJ0615
 OJ0615                          STATION RECOVERY (1980)
 OJ0615
 OJ0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0615'7.5 KM SOUTH FROM PORT SANILAC.
 OJ0615'7.65 KILOMETERS (4.65 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0615'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.8 KILOMETER (0.5
 OJ0615'MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, TO THE DRIVE TO HOUSE
 OJ0615'NUMBER 2281 ON THE EAST SIDE OF THE HIGHWAY, SET ON THE SOUTH SIDE
 OJ0615'OF THE DRIVE AND PARALLEL WITH THE RMS. 12.5 METERS (42.0 FEET)
 OJ0615'EAST OF THE CENTER LINE OF THE HIGHWAY, 5.95 METERS (19.5 FEET)
 OJ0615'SOUTH OF THE CENTER OF THE DRIVE, 3.36 METERS (11.0 FEET) WEST OF
 OJ0615'A WIRE FENCE.
 OJ0615'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0615
 OJ0615                          STATION RECOVERY (1994)
 OJ0615
 OJ0615'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0754 ***********************************************************************
 OJ0754  DESIGNATION -  74001 MIDH AZ MK 1
 OJ0754  PID         -  OJ0754
 OJ0754  STATE/COUNTY-  MI/SANILAC
 OJ0754  USGS QUAD   -  CROSWELL (1976)
 OJ0754
 OJ0754                         *CURRENT SURVEY CONTROL
 OJ0754  ___________________________________________________________________
 OJ0754* NAD 83(1994)-  43 22 12.88917(N)    082 32 08.15856(W)     ADJUSTED  
 OJ0754* NAVD 88     -       188.41   (+/-2cm)     618.1    (feet)  VERTCON   
 OJ0754  ___________________________________________________________________
 OJ0754  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 OJ0754  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0754
 OJ0754  HORZ ORDER  -  SECOND
 OJ0754  VERT ORDER  -  THIRD ? (See Below)
 OJ0754
 OJ0754.The horizontal coordinates were established by classical geodetic methods
 OJ0754.and adjusted by the National Geodetic Survey in February 1997..
 OJ0754
 OJ0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0754.The vertical order pertains to the NGVD 29 superseded value.
 OJ0754
 OJ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0754
 OJ0754.The geoid height was determined by GEOID03.
 OJ0754
 OJ0754;                    North         East     Units Scale Factor Converg.
 OJ0754;SPC MI S     -   209,360.109 4,148,387.167   MT  0.99994270   +1 14 45.9
 OJ0754;SPC MI S     -   686,877.00 13,610,194.12   iFT  0.99994270   +1 14 45.9
 OJ0754;UTM  17      - 4,803,076.445   375,589.081   MT  0.99979040   -1 03 16.7
 OJ0754
 OJ0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0754!SPC MI S     -   0.99997589  x   0.99994270  =   0.99991859
 OJ0754!UTM  17      -   0.99997589  x   0.99979040  =   0.99976629
 OJ0754
 OJ0754|---------------------------------------------------------------------|
 OJ0754| PID    Reference Object                     Distance      Geod. Az  |
 OJ0754|                                                           dddmmss.s |
 OJ0754| OJ0776 H 45 MI 79                          145.637 METERS 17912     |
 OJ0754| OJ0615 74001                               APPROX. 0.6 KM 1882904.6 |
 OJ0754|---------------------------------------------------------------------|
 OJ0754
 OJ0754                          SUPERSEDED SURVEY CONTROL
 OJ0754
 OJ0754  NAD 83(1986)-  43 22 12.87602(N)    082 32 08.18341(W) AD(       ) 2
 OJ0754  NAD 27      -  43 22 12.78509(N)    082 32 08.44777(W) AD(       ) 2
 OJ0754  NGVD 29 (07/19/86)  188.53   (m)          618.5    (f) LEVELING    3  
 OJ0754
 OJ0754.Superseded values are not recommended for survey control.
 OJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0754.See file dsdata.txt to determine how the superseded data were derived.
 OJ0754
 OJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7558903076(NAD 83)
 OJ0754_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0754+STABILITY: SURFACE MOTION
 OJ0754
 OJ0754  HISTORY     - Date     Condition        Report By
 OJ0754  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0754  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0754
 OJ0754                          STATION DESCRIPTION
 OJ0754
 OJ0754'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0754'THE STATION IS LOCATED ABOUT 7.15 MILES NORTH OF LEXINGTON, 4.5
 OJ0754'MILES SOUTH OF PORT SANILAC AND ALONG STATE HIGHWAY M-25.
 OJ0754'
 OJ0754'TO REACH THE STATION FROM THE INTERSECTION OF M-90 AND M-25 IN
 OJ0754'LEXINGTON GO NORTH ALONG M-25 FOR 7.15 MILES TO THE STATION
 OJ0754'ON THE RIGHT.
 OJ0754'
 OJ0754'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74001 1976---, IS A
 OJ0754'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0754'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0754'SURFACE.  IT IS 65.5 FEET NORTH OF A 20 FOOT BLACKTOP DRIVE
 OJ0754'EAST TO SCENIC LOOKOUT, 24.5 FEET EAST OF THE CENTERLINE OF
 OJ0754'M-25, 11 FEET NORTH OF THE SOUTH END OF A STEEL BEAM GUARD RAIL
 OJ0754'AND 4 FEET SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0754'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0754'BELOW THE GROUND SURFACE.
 OJ0754'
 OJ0754'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0754'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0754'DESCRIBED BY G.P. ROSENDALE.
 OJ0754
 OJ0754                          STATION RECOVERY (1994)
 OJ0754
 OJ0754'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0757 ***********************************************************************
 OJ0757  DESIGNATION -  74001 MIDH AZ MK 2
 OJ0757  PID         -  OJ0757
 OJ0757  STATE/COUNTY-  MI/SANILAC
 OJ0757  USGS QUAD   -  CROSWELL (1976)
 OJ0757
 OJ0757                         *CURRENT SURVEY CONTROL
 OJ0757  ___________________________________________________________________
 OJ0757* NAD 83(1994)-  43 21 39.34896(N)    082 32 17.27269(W)     ADJUSTED  
 OJ0757* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 OJ0757  ___________________________________________________________________
 OJ0757  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 OJ0757  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0757
 OJ0757  HORZ ORDER  -  SECOND
 OJ0757
 OJ0757.The horizontal coordinates were established by classical geodetic methods
 OJ0757.and adjusted by the National Geodetic Survey in February 1997..
 OJ0757
 OJ0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0757
 OJ0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0757
 OJ0757.The geoid height was determined by GEOID03.
 OJ0757
 OJ0757;                    North         East     Units Scale Factor Converg.
 OJ0757;SPC MI S     -   208,320.868 4,148,204.511   MT  0.99994134   +1 14 39.7
 OJ0757;SPC MI S     -   683,467.41 13,609,594.85   iFT  0.99994134   +1 14 39.7
 OJ0757;UTM  17      - 4,802,045.529   375,364.887   MT  0.99979108   -1 03 22.3
 OJ0757
 OJ0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0757!SPC MI S     -   0.99997548  x   0.99994134  =   0.99991682
 OJ0757!UTM  17      -   0.99997548  x   0.99979108  =   0.99976657
 OJ0757
 OJ0757                          SUPERSEDED SURVEY CONTROL
 OJ0757
 OJ0757  NAD 83(1986)-  43 21 39.33574(N)    082 32 17.29774(W) AD(       ) 2
 OJ0757  NAD 27      -  43 21 39.24449(N)    082 32 17.56185(W) AD(       ) 2
 OJ0757  NGVD 29 (07/19/86)  191.1    (m)          627.     (f) VERT ANG       
 OJ0757
 OJ0757.Superseded values are not recommended for survey control.
 OJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0757.See file dsdata.txt to determine how the superseded data were derived.
 OJ0757
 OJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7536502046(NAD 83)
 OJ0757_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0757+STABILITY: SURFACE MOTION
 OJ0757
 OJ0757  HISTORY     - Date     Condition        Report By
 OJ0757  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0757  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0757
 OJ0757                          STATION DESCRIPTION
 OJ0757
 OJ0757'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0757'THE STATION IS LOCATED ABOUT 6.5 MILES NORTH OF LEXINGTON, 4.5
 OJ0757'MILES SOUTH OF PORT SANILAC AND ALONG STATE HIGHWAY M-25.
 OJ0757'
 OJ0757'TO REACH THE STATION FROM THE INTERSECTION OF M-90 AND M-25 IN
 OJ0757'LEXINGTON GO NORTH ALONG M-25 FOR 6.5 MILES TO THE STATION
 OJ0757'ON THE RIGHT.
 OJ0757'
 OJ0757'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74001 1976---, IS A
 OJ0757'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0757'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0757'SURFACE.  IT IS 124 FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE
 OJ0757'EAST TO HOUSE NUMBER 2399, 24 FEET EAST OF THE CENTERLINE OF
 OJ0757'M-25, 10 FEET SOUTH-SOUTHWEST FROM THE NORTH END OF A STEEL
 OJ0757'BEAM GUARD RAIL AND 4 FEET NORTHEAST OF A WITNESS POST.  THE
 OJ0757'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0757'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0757'
 OJ0757'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0757'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0757'DESCRIBED BY G.P. ROSENDALE.
 OJ0757
 OJ0757                          STATION RECOVERY (1994)
 OJ0757
 OJ0757'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0616 ***********************************************************************
 OJ0616  DESIGNATION -  74001 RM 1
 OJ0616  PID         -  OJ0616
 OJ0616  STATE/COUNTY-  MI/SANILAC
 OJ0616  USGS QUAD   -  CROSWELL (1976)
 OJ0616
 OJ0616                         *CURRENT SURVEY CONTROL
 OJ0616  ___________________________________________________________________
 OJ0616* NAD 83(1986)-  43 21 54.     (N)    082 32 11.     (W)     SCALED    
 OJ0616* NAVD 88     -       188.433  (meters)     618.22   (feet)  ADJUSTED  
 OJ0616  ___________________________________________________________________
 OJ0616  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0616  DYNAMIC HT  -         188.396 (meters)     618.10  (feet)  COMP
 OJ0616  MODELED GRAV-     980,418.9   (mgal)                       NAVD 88
 OJ0616
 OJ0616  VERT ORDER  -  FIRST     CLASS II
 OJ0616
 OJ0616.The horizontal coordinates were scaled from a topographic map and have
 OJ0616.an estimated accuracy of +/- 6 seconds.
 OJ0616
 OJ0616.The orthometric height was determined by differential leveling
 OJ0616.and adjusted by the National Geodetic Survey in June 1991..
 OJ0616
 OJ0616.The geoid height was determined by GEOID03.
 OJ0616
 OJ0616.The dynamic height is computed by dividing the NAVD 88
 OJ0616.geopotential number by the normal gravity value computed on the
 OJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0616.degrees latitude (g = 980.6199 gals.).
 OJ0616
 OJ0616.The modeled gravity was interpolated from observed gravity values.
 OJ0616
 OJ0616;                    North         East    Units  Estimated Accuracy
 OJ0616;SPC MI S     -   208,780.    4,148,340.      MT  (+/- 180 meters Scaled)
 OJ0616
 OJ0616                          SUPERSEDED SURVEY CONTROL
 OJ0616
 OJ0616  NGVD 29 (??/??/??)  188.557  (m)          618.62   (f) ADJUSTED    1 2
 OJ0616
 OJ0616.Superseded values are not recommended for survey control.
 OJ0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0616.See file dsdata.txt to determine how the superseded data were derived.
 OJ0616
 OJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ755024(NAD 83)
 OJ0616_MARKER: DB = BENCH MARK DISK
 OJ0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0616_SP_SET: CONCRETE POST
 OJ0616_STAMPING: 74001 NO 1 1976
 OJ0616_PROJECTION: FLUSH
 OJ0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0616+STABILITY: SURFACE MOTION
 OJ0616
 OJ0616  HISTORY     - Date     Condition        Report By
 OJ0616  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0616  HISTORY     - 1980     GOOD             NGS
 OJ0616  HISTORY     - 19940727 GOOD             USPSQD
 OJ0616
 OJ0616                          STATION DESCRIPTION
 OJ0616
 OJ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0616'7.5 KM SOUTH FROM PORT SANILAC.
 OJ0616'7.65 KILOMETERS (4.65 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0616'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.8 KILOMETER (0.5
 OJ0616'MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, SET ON THE NORTH SIDE
 OJ0616'OF THE DRIVE TO HOUSE NUMBER 2281 AND PARALLEL WITH THE STATION
 OJ0616'MARK AND RM 2. 12.5 METERS (41.0 FEET) EAST OF THE CENTER LINE OF THE
 OJ0616'HIGHWAY, 4.57 METERS (15.0 FEET) NORTH OF THE CENTER OF THE DRIVE
 OJ0616'TO HOUSE NUMBER 2281, 3.36 METERS (11.0 FEET) WEST OF WIRE FENCE.
 OJ0616'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0616
 OJ0616                          STATION RECOVERY (1994)
 OJ0616
 OJ0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0614 ***********************************************************************
 OJ0614  DESIGNATION -  74001 RM 2
 OJ0614  PID         -  OJ0614
 OJ0614  STATE/COUNTY-  MI/SANILAC
 OJ0614  USGS QUAD   -  CROSWELL (1976)
 OJ0614
 OJ0614                         *CURRENT SURVEY CONTROL
 OJ0614  ___________________________________________________________________
 OJ0614* NAD 83(1986)-  43 21 54.     (N)    082 32 11.     (W)     SCALED    
 OJ0614* NAVD 88     -       188.413  (meters)     618.15   (feet)  ADJUSTED  
 OJ0614  ___________________________________________________________________
 OJ0614  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0614  DYNAMIC HT  -         188.376 (meters)     618.03  (feet)  COMP
 OJ0614  MODELED GRAV-     980,418.9   (mgal)                       NAVD 88
 OJ0614
 OJ0614  VERT ORDER  -  FIRST     CLASS II
 OJ0614
 OJ0614.The horizontal coordinates were scaled from a topographic map and have
 OJ0614.an estimated accuracy of +/- 6 seconds.
 OJ0614
 OJ0614.The orthometric height was determined by differential leveling
 OJ0614.and adjusted by the National Geodetic Survey in June 1991..
 OJ0614
 OJ0614.The geoid height was determined by GEOID03.
 OJ0614
 OJ0614.The dynamic height is computed by dividing the NAVD 88
 OJ0614.geopotential number by the normal gravity value computed on the
 OJ0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0614.degrees latitude (g = 980.6199 gals.).
 OJ0614
 OJ0614.The modeled gravity was interpolated from observed gravity values.
 OJ0614
 OJ0614;                    North         East    Units  Estimated Accuracy
 OJ0614;SPC MI S     -   208,780.    4,148,340.      MT  (+/- 180 meters Scaled)
 OJ0614
 OJ0614                          SUPERSEDED SURVEY CONTROL
 OJ0614
 OJ0614  NGVD 29 (??/??/??)  188.537  (m)          618.56   (f) ADJUSTED    1 2
 OJ0614
 OJ0614.Superseded values are not recommended for survey control.
 OJ0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0614.See file dsdata.txt to determine how the superseded data were derived.
 OJ0614
 OJ0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ755024(NAD 83)
 OJ0614_MARKER: DB = BENCH MARK DISK
 OJ0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0614_SP_SET: CONCRETE POST
 OJ0614_STAMPING: 74001 NO 2 1976
 OJ0614_PROJECTION: FLUSH
 OJ0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0614+STABILITY: SURFACE MOTION
 OJ0614
 OJ0614  HISTORY     - Date     Condition        Report By
 OJ0614  HISTORY     - 1976     MONUMENTED       MIDH
 OJ0614  HISTORY     - 1980     GOOD             NGS
 OJ0614  HISTORY     - 19940727 GOOD             USPSQD
 OJ0614
 OJ0614                          STATION DESCRIPTION
 OJ0614
 OJ0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0614'7.5 KM SOUTH FROM PORT SANILAC.
 OJ0614'7.65 KILOMETERS (4.65 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0614'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.8 KILOMETER (0.5
 OJ0614'MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, SET ON THE SOUTH
 OJ0614'OF THE DRIVE OF HOUSE NUMBER 2281 AND PARALLEL WITH THE STATION
 OJ0614'AND RM 1, 13.11 METERS (43,0 FEET) SOUTH OF THE CENTER OF THE DRIVE,
 OJ0614'12.5 METERS (42.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0614'3.36 METERS (11.0 FEET) WEST OF A WIRE FENCE.
 OJ0614'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0614
 OJ0614                          STATION RECOVERY (1994)
 OJ0614
 OJ0614'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0784 ***********************************************************************
 OJ0784  DESIGNATION -  74002
 OJ0784  PID         -  OJ0784
 OJ0784  STATE/COUNTY-  MI/SANILAC
 OJ0784  USGS QUAD   -  JEDDO (1976)
 OJ0784
 OJ0784                         *CURRENT SURVEY CONTROL
 OJ0784  ___________________________________________________________________
 OJ0784* NAD 83(1994)-  43 11 27.07215(N)    082 30 38.77213(W)     ADJUSTED  
 OJ0784* NAVD 88     -       183.5    (meters)     602.     (feet)  VERTCON   
 OJ0784  ___________________________________________________________________
 OJ0784  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 OJ0784  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0784
 OJ0784  HORZ ORDER  -  SECOND
 OJ0784
 OJ0784.The horizontal coordinates were established by classical geodetic methods
 OJ0784.and adjusted by the National Geodetic Survey in February 1997..
 OJ0784
 OJ0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0784
 OJ0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0784
 OJ0784.The geoid height was determined by GEOID03.
 OJ0784
 OJ0784;                    North         East     Units Scale Factor Converg.
 OJ0784;SPC MI S     -   189,480.074 4,150,838.262   MT  0.99992110   +1 15 46.8
 OJ0784;SPC MI S     -   621,653.79 13,618,235.77   iFT  0.99992110   +1 15 46.8
 OJ0784;UTM  17      - 4,783,116.947   377,240.516   MT  0.99978538   -1 02 02.9
 OJ0784
 OJ0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0784!SPC MI S     -   0.99997667  x   0.99992110  =   0.99989777
 OJ0784!UTM  17      -   0.99997667  x   0.99978538  =   0.99976206
 OJ0784
 OJ0784:                Primary Azimuth Mark                     Grid Az
 OJ0784:SPC MI S     -  74002 AZ MK                              169 44 58.8
 OJ0784:UTM  17      -  74002 AZ MK                              172 02 48.5
 OJ0784
 OJ0784|---------------------------------------------------------------------|
 OJ0784| PID    Reference Object                     Distance      Geod. Az  |
 OJ0784|                                                           dddmmss.s |
 OJ0784| OJ0603 74002 AZ MK                         APPROX. 0.9 KM 1710045.6 |
 OJ0784| CH0669 74002 RM 1                            5.495 METERS 21820     |
 OJ0784| OJ0785 74002 MIDH RM 2                       6.742 METERS 30757     |
 OJ0784|---------------------------------------------------------------------|
 OJ0784
 OJ0784                          SUPERSEDED SURVEY CONTROL
 OJ0784
 OJ0784  NAD 83(1986)-  43 11 27.05844(N)    082 30 38.80038(W) AD(       ) 2
 OJ0784  NAD 27      -  43 11 26.95870(N)    082 30 39.07885(W) AD(       ) 2
 OJ0784  NGVD 29 (07/19/86)  183.6    (m)          602.     (f) VERT ANG       
 OJ0784
 OJ0784.Superseded values are not recommended for survey control.
 OJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0784.See file dsdata.txt to determine how the superseded data were derived.
 OJ0784
 OJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7724183117(NAD 83)
 OJ0784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0784_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0784_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0784
 OJ0784  HISTORY     - Date     Condition        Report By
 OJ0784  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0784  HISTORY     - 1980     GOOD             MIDH
 OJ0784  HISTORY     - 19940728 GOOD             USPSQD
 OJ0784
 OJ0784                          STATION DESCRIPTION
 OJ0784
 OJ0784'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0784'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF LEXINGTON, 5.5
 OJ0784'MILES NORTH OF LAKE PORT, ALONG STATE HIGHWAY M-25 AND IN THE
 OJ0784'NORTHEAST 1/4 OF SECTION 30, T 9 N, R 17 E.
 OJ0784'
 OJ0784'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0784'M-25 AND M-90 IN LEXINGTON GO SOUTH ALONG M-25 FOR 5.6 MILES
 OJ0784'TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM
 OJ0784'THE STATION GO SOUTH ALONG M-25 FOR 0.6 MILE TO THE MARK ON
 OJ0784'THE LEFT.
 OJ0784'
 OJ0784'THE STATION MARKS, STAMPED---74002 1977---, ARE MICHIGAN
 OJ0784'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 OJ0784'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OJ0784'THE GROUND SURFACE.  IT IS 43 FEET NORTH OF THE CENTERLINE OF
 OJ0784'A GRAVEL ROAD TO THE WEST, 38.5 FEET WEST OF THE CENTERLINE OF
 OJ0784'M-25, 28 FEET SOUTHEAST OF A POWER POLE, 27.5 FEET SOUTH OF A
 OJ0784'22 INCH CEDAR TREE AND 4.4 FEET EAST OF A WITNESS POST.  THE
 OJ0784'UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 OJ0784'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0784'
 OJ0784'REFERENCE MARK 1, STAMPED---NO 1 74002 1977---, IS SET IN THE
 OJ0784'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0784'GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTER OF A GRAVEL
 OJ0784'ROAD, 51 FEET WEST OF THE CENTERLINE OF M-25, 43 FEET SOUTHWEST
 OJ0784'0F THE CEDAR TREE AND 34 FEET SOUTHEAST OF A POWER POLE.
 OJ0784'
 OJ0784'REFERENCE MARK 2, STAMPED---NO 2 74002 1977---, IS SET IN THE
 OJ0784'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0784'GROUND SURFACE.  IT IS 57 FEET NORTH OF THE CENTER OF THE
 OJ0784'GRAVEL ROAD, 55 FEET WEST OF THE CENTERLINE OF M-25, 22 FEET
 OJ0784'SOUTHWEST OF THE CEDAR TREE AND 6 FEET SOUTHEAST OF A POWER
 OJ0784'POLE.
 OJ0784'AZIMUTH MARK, STAMPED---AZ MK 74002 1977---, IS A REFERENCE
 OJ0784'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0784'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0784'IT IS 44.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF HOUSE
 OJ0784'NUMBER 8523, 31 FEET EAST OF THE CENTERLINE OF M-25, 28
 OJ0784'FEET SOUTHWEST OF A 24 INCH ASH TREE AND 4.5 FEET WEST OF A
 OJ0784'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0784'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 OJ0784'SURFACE.
 OJ0784'
 OJ0784'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0784'TRANSPORTATION DISKS.
 OJ0784'
 OJ0784'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0784'DESCRIBED BY R. WESOLOWSKI.
 OJ0784
 OJ0784                          STATION RECOVERY (1980)
 OJ0784
 OJ0784'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0784'THE STATION AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION AS
 OJ0784'DESCRIBED.  DISTANCE TO REFERENCE MARKS AGREES WITH ORIGINAL DATA.
 OJ0784'
 OJ0784'AZIMUTH MARK IS IN GOOD CONDITION AS DESCRIBED EXCEPT IT IS LOCATED
 OJ0784'NORTHWEST OF SOUTHWEST CORNER OF HOUSE NUMBER 8523.
 OJ0784
 OJ0784                          STATION RECOVERY (1994)
 OJ0784
 OJ0784'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0603 ***********************************************************************
 OJ0603  DESIGNATION -  74002 AZ MK
 OJ0603  PID         -  OJ0603
 OJ0603  STATE/COUNTY-  MI/SANILAC
 OJ0603  USGS QUAD   -  JEDDO (1976)
 OJ0603
 OJ0603                         *CURRENT SURVEY CONTROL
 OJ0603  ___________________________________________________________________
 OJ0603* NAD 83(1994)-  43 10 56.79669(N)    082 30 32.22887(W)     ADJUSTED  
 OJ0603* NAVD 88     -       183.377  (meters)     601.63   (feet)  ADJUSTED  
 OJ0603  ___________________________________________________________________
 OJ0603  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 OJ0603  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OJ0603  DYNAMIC HT  -         183.337 (meters)     601.50  (feet)  COMP
 OJ0603  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 OJ0603
 OJ0603  HORZ ORDER  -  SECOND
 OJ0603  VERT ORDER  -  FIRST     CLASS II
 OJ0603
 OJ0603.The horizontal coordinates were established by classical geodetic methods
 OJ0603.and adjusted by the National Geodetic Survey in February 1997..
 OJ0603
 OJ0603.The orthometric height was determined by differential leveling
 OJ0603.and adjusted by the National Geodetic Survey in June 1991..
 OJ0603
 OJ0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0603
 OJ0603.The geoid height was determined by GEOID03.
 OJ0603
 OJ0603.The dynamic height is computed by dividing the NAVD 88
 OJ0603.geopotential number by the normal gravity value computed on the
 OJ0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0603.degrees latitude (g = 980.6199 gals.).
 OJ0603
 OJ0603.The modeled gravity was interpolated from observed gravity values.
 OJ0603
 OJ0603;                    North         East     Units Scale Factor Converg.
 OJ0603;SPC MI S     -   188,549.329 4,151,006.574   MT  0.99992032   +1 15 51.2
 OJ0603;SPC MI S     -   618,600.16 13,618,787.97   iFT  0.99992032   +1 15 51.2
 OJ0603;UTM  17      - 4,782,180.332   377,371.370   MT  0.99978499   -1 01 57.9
 OJ0603
 OJ0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0603!SPC MI S     -   0.99997669  x   0.99992032  =   0.99989701
 OJ0603!UTM  17      -   0.99997669  x   0.99978499  =   0.99976168
 OJ0603
 OJ0603                          SUPERSEDED SURVEY CONTROL
 OJ0603
 OJ0603  NAD 83(1986)-  43 10 56.78297(N)    082 30 32.25734(W) AD(       ) 2
 OJ0603  NAD 27      -  43 10 56.68297(N)    082 30 32.53645(W) AD(       ) 2
 OJ0603  NGVD 29 (??/??/??)  183.501  (m)          602.04   (f) ADJUSTED    1 2
 OJ0603
 OJ0603.Superseded values are not recommended for survey control.
 OJ0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0603.See file dsdata.txt to determine how the superseded data were derived.
 OJ0603
 OJ0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7737182180(NAD 83)
 OJ0603_MARKER: DD = SURVEY DISK
 OJ0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0603_SP_SET: CONCRETE POST
 OJ0603_STAMPING: AZ 74002 1977
 OJ0603_PROJECTION: FLUSH
 OJ0603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0603
 OJ0603  HISTORY     - Date     Condition        Report By
 OJ0603  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0603  HISTORY     - 1980     GOOD             NGS
 OJ0603
 OJ0603                          STATION DESCRIPTION
 OJ0603
 OJ0603'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0603'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTH OF LEXINGTON, 5.5
 OJ0603'MILES NORTH OF LAKE PORT, AND ALONG STATE HIGHWAY M-25.
 OJ0603'
 OJ0603'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0603'M-25 AND M-90 IN LEXINGTON GO SOUTH ALONG M-25 FOR 6.2 MILES
 OJ0603'TO THE STATION ON THE LEFT.
 OJ0603'
 OJ0603'AZIMUTH MARK, STAMPED---AZ MK 74002 1977---, IS A REFERENCE
 OJ0603'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0603'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0603'IT IS 44.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF HOUSE
 OJ0603'NUMBER 8523, 31 FEET EAST OF THE CENTERLINE OF M-25, 28 FEET
 OJ0603'SOUTHWEST OF A 24 INCH ASH TREE AND 4.5 FEET WEST OF A WITNESS
 OJ0603'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0603'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0603'
 OJ0603'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77002 MIDH.
 OJ0603'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0603'DESCRIBED BY G.P. ROSENDALE.
 OJ0603
 OJ0603                          STATION RECOVERY (1980)
 OJ0603
 OJ0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0603'7.77 KM NW FROM LAKEPORT.
 OJ0603'7.77 KILOMETERS (4.85 MILES) NORTHWEST ALONG STATE HIGHWAY
 OJ0603'25 FROM THE JUNCTION OF STATE HIGHWAY 25 AND BURTCH ROAD
 OJ0603'IN LAKEPORT, 71 METERS (234.3 FEET) NORTH OF A DIRT ROAD
 OJ0603'LEADING EAST TO ORCHARD BEACH (A PRIVATE BEACH), AN IS
 OJ0603'SET IN THE FRONT LAWN OF HOUSE NUMBER 8523 HIGHWAY 25,
 OJ0603'35.2 METERS (115.9 FEET) SOUTH OF THE CENTER OF A DIRT
 OJ0603'DIRVEWAY LEADING TO GARAGE AT HOUSE NUMBER 8511, 28.85
 OJ0603'METERS (94.63 FEET) SOUTH OF A POWER POLE, 12.9 METERS
 OJ0603'(42.3 FEET) WEST OF THE NORTHWEST CORNER OF HOUSE NUMBER
 OJ0603'8523, 9.8 METERS (32.14 FEET) EAST OF THE CENTER LINE
 OJ0603'OF THE HIGHWAY, 8.34 METERS (27.35 FEET) SOUTHWEST OF A
 OJ0603'24-INCH OAK TREE, AND 4.55 METERS (14.92 FEET) NORTHWEST OF
 OJ0603'A METAL POST WITH HOUSE NUMBER 8523 ON IT.
 OJ0603'THE MARK IS 1.4 METERS  W FROM A WITNESS POST.
 OJ0603'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0761 ***********************************************************************
 OJ0761  DESIGNATION -  74004
 OJ0761  PID         -  OJ0761
 OJ0761  STATE/COUNTY-  MI/SANILAC
 OJ0761  USGS QUAD   -  CROSWELL (1976)
 OJ0761
 OJ0761                         *CURRENT SURVEY CONTROL
 OJ0761  ___________________________________________________________________
 OJ0761* NAD 83(1994)-  43 15 06.06557(N)    082 35 09.90334(W)     ADJUSTED  
 OJ0761* NAVD 88     -       238.6    (meters)     783.     (feet)  VERTCON   
 OJ0761  ___________________________________________________________________
 OJ0761  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 OJ0761  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0761
 OJ0761  HORZ ORDER  -  SECOND
 OJ0761
 OJ0761.The horizontal coordinates were established by classical geodetic methods
 OJ0761.and adjusted by the National Geodetic Survey in February 1997..
 OJ0761
 OJ0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0761
 OJ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0761
 OJ0761.The geoid height was determined by GEOID03.
 OJ0761
 OJ0761;                    North         East     Units Scale Factor Converg.
 OJ0761;SPC MI S     -   196,104.057 4,144,575.113   MT  0.99992732   +1 12 42.3
 OJ0761;SPC MI S     -   643,386.01 13,597,687.38   iFT  0.99992732   +1 12 42.3
 OJ0761;UTM  17      - 4,789,985.836   371,248.769   MT  0.99980392   -1 05 13.0
 OJ0761
 OJ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0761!SPC MI S     -   0.99996800  x   0.99992732  =   0.99989533
 OJ0761!UTM  17      -   0.99996800  x   0.99980392  =   0.99977193
 OJ0761
 OJ0761|---------------------------------------------------------------------|
 OJ0761| PID    Reference Object                     Distance      Geod. Az  |
 OJ0761|                                                           dddmmss.s |
 OJ0761| CH0670 74004 RM 1                            6.950 METERS 08458     |
 OJ0761| OJ0759 74004 MIDH AZ MK 1 OFST             387.312 METERS 08935     |
 OJ0761| OJ0758 74004 MIDH AZ MK 1                  393.535 METERS 08935     |
 OJ0761| OJ0760 74004 MIDH PT A                       5.167 METERS 12709     |
 OJ0761| CH0671 74004 RM 2                           14.714 METERS 17834     |
 OJ0761| OJ0762 74004 MIDH AZ MK 2                  APPROX. 1.7 KM 3402312.4 |
 OJ0761|---------------------------------------------------------------------|
 OJ0761
 OJ0761                          SUPERSEDED SURVEY CONTROL
 OJ0761
 OJ0761  NAD 83(1986)-  43 15 06.05296(N)    082 35 09.93030(W) AD(       ) 2
 OJ0761  NAD 27      -  43 15 05.95661(N)    082 35 10.19624(W) AD(       ) 2
 OJ0761  NGVD 29 (07/19/86)  238.7    (m)          783.     (f) VERT ANG       
 OJ0761
 OJ0761.Superseded values are not recommended for survey control.
 OJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0761.See file dsdata.txt to determine how the superseded data were derived.
 OJ0761
 OJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7124989986(NAD 83)
 OJ0761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0761_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0761_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0761
 OJ0761  HISTORY     - Date     Condition        Report By
 OJ0761  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0761  HISTORY     - 1980     GOOD             MIDH
 OJ0761  HISTORY     - 19940728 GOOD             USPSQD
 OJ0761  HISTORY     - 20020307 GOOD             USPSQD
 OJ0761
 OJ0761                          STATION DESCRIPTION
 OJ0761
 OJ0761'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0761'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF PORT
 OJ0761'HURON, 2.8 MILES WEST-SOUTHWEST OF LEXINGTON AND 2.6 MILES
 OJ0761'SOUTHEAST OF CROSWELL, ALONG SHERIDAN LINE ROAD AND IN THE
 OJ0761'SOUTHWEST 1/4 OF SECTION 34, T 10 N, R 16 E.
 OJ0761'
 OJ0761'TO REACH THE STATION FROM THE INTERSECTION OF M-25 AND M-90
 OJ0761'IN LEXINGTON GO WEST ON M-90 FOR 3 MILES TO WILDCAT ROAD, GO
 OJ0761'SOUTH ON WILDCAT ROAD FOR 1 MILE TO SHERIDAN LINE ROAD, GO EAST
 OJ0761'ON SHERIDAN LINE ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 OJ0761'TO REACH AZIMUTH MARK 1 FROM THE STATION GO EAST ON SHERIDAN
 OJ0761'LINE ROAD FOR 0.25 MILE TO THE MARK ON THE RIGHT.  TO REACH
 OJ0761'AZIMUTH MARK 2 FROM THE STATION GO WEST ON SHERIDAN LINE ROAD
 OJ0761'FOR 0.2 MILE TO WILDCAT ROAD, GO NORTH ON WILDCAT ROAD FOR 1.0
 OJ0761'MILE TO M-90, GO WEST ON M-90 FOR 0.15 MILE TO THE MARK ON
 OJ0761'THE RIGHT.
 OJ0761'
 OJ0761'STATION MARKS, STAMPED---74004 1976---, ARE MICHIGAN DEPARTMENT
 OJ0761'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0761'A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE GROUND
 OJ0761'SURFACE.  IT IS 65.5 FEET EAST-SOUTHEAST OF A POWER POLE, 25
 OJ0761'FEET NORTH OF THE CENTERLINE OF SHERIDAN LINE ROAD AND 5 FEET
 OJ0761'SOUTHWEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ0761'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OJ0761'THE GROUND SURFACE.
 OJ0761'
 OJ0761'REFERENCE MARK 1, STAMPED---NO 1 74004 1976---, IS SET IN THE
 OJ0761'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0761'GROUND SURFACE.  IT IS 88 FEET EAST-SOUTHEAST OF A POWER POLE
 OJ0761'AND 26 FEET NORTH OF CENTERLINE OF SHERIDAN LINE ROAD.
 OJ0761'
 OJ0761'REFERENCE MARK 2, STAMPED---NO 2 74004 1976---, IS SET IN THE
 OJ0761'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0761'GROUND SURFACE.  IT IS 85 FEET SOUTHEAST OF A POWER POLE AND
 OJ0761'24.5 FEET NORTH OF THE CENTERLINE OF SHERIDAN LINE ROAD.
 OJ0761'
 OJ0761'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74004 1976---, IS A
 OJ0761'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0761'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0761'SURFACE.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 27
 OJ0761'FEET SOUTH OF THE CENTERLINE OF SHERIDAN LINE ROAD, 26 FEET
 OJ0761'EAST OF THE CENTER OF A DRIVE TO THE NORTH AND 4 FEET NORTH OF
 OJ0761'A WITNESS POST.
 OJ0761'
 OJ0761'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0761'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0761'
 OJ0761'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74004 1976---, IS A
 OJ0761'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0761'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0761'SURFACE.  IT IS 42 FEET SOUTH-SOUTHEAST OF A POWER POLE, 38.5
 OJ0761'FEET NORTH OF THE CENTERLINE OF M-90, 13 FEET SOUTH OF A FENCE
 OJ0761'AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0761'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0761'THE GROUND SURFACE.
 OJ0761'
 OJ0761'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0761'TRANSPORTATION DISKS.
 OJ0761'
 OJ0761'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 OJ0761'NOTE- THE STATION UNDERGROUND DISK IS STAMPED 77004 1976---.
 OJ0761'DESCRIBED BY G ANDERSON.
 OJ0761
 OJ0761                          STATION RECOVERY (1980)
 OJ0761
 OJ0761'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0761'STATION AND REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION AS DESCRIBED
 OJ0761'AND REFERENCE MARK DISTANCES AGREE WITH ORIGINAL DATA.
 OJ0761
 OJ0761                          STATION RECOVERY (1994)
 OJ0761
 OJ0761'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0761'RECOVERED IN GOOD CONDITION.
 OJ0761
 OJ0761                          STATION RECOVERY (2002)
 OJ0761
 OJ0761'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0758 ***********************************************************************
 OJ0758  DESIGNATION -  74004 MIDH AZ MK 1
 OJ0758  PID         -  OJ0758
 OJ0758  STATE/COUNTY-  MI/SANILAC
 OJ0758  USGS QUAD   -  CROSWELL (1976)
 OJ0758
 OJ0758                         *CURRENT SURVEY CONTROL
 OJ0758  ___________________________________________________________________
 OJ0758* NAD 83(1994)-  43 15 06.15807(N)    082 34 52.45803(W)     ADJUSTED  
 OJ0758* NAVD 88     -       234.1    (meters)     768.     (feet)  VERTCON   
 OJ0758  ___________________________________________________________________
 OJ0758  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 OJ0758  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0758
 OJ0758  HORZ ORDER  -  SECOND
 OJ0758
 OJ0758.The horizontal coordinates were established by classical geodetic methods
 OJ0758.and adjusted by the National Geodetic Survey in February 1997..
 OJ0758
 OJ0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0758
 OJ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0758
 OJ0758.The geoid height was determined by GEOID03.
 OJ0758
 OJ0758;                    North         East     Units Scale Factor Converg.
 OJ0758;SPC MI S     -   196,115.243 4,144,968.460   MT  0.99992732   +1 12 54.1
 OJ0758;SPC MI S     -   643,422.71 13,598,977.89   iFT  0.99992732   +1 12 54.1
 OJ0758;UTM  17      - 4,789,981.237   371,642.200   MT  0.99980267   -1 05 01.0
 OJ0758
 OJ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0758!SPC MI S     -   0.99996871  x   0.99992732  =   0.99989603
 OJ0758!UTM  17      -   0.99996871  x   0.99980267  =   0.99977139
 OJ0758
 OJ0758                          SUPERSEDED SURVEY CONTROL
 OJ0758
 OJ0758  NAD 83(1986)-  43 15 06.14541(N)    082 34 52.48500(W) AD(       ) 2
 OJ0758  NAD 27      -  43 15 06.04885(N)    082 34 52.75151(W) AD(       ) 2
 OJ0758  NGVD 29 (07/19/86)  234.2    (m)          768.     (f) VERT ANG       
 OJ0758
 OJ0758.Superseded values are not recommended for survey control.
 OJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0758.See file dsdata.txt to determine how the superseded data were derived.
 OJ0758
 OJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7164289981(NAD 83)
 OJ0758_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0758+STABILITY: SURFACE MOTION
 OJ0758
 OJ0758  HISTORY     - Date     Condition        Report By
 OJ0758  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0758  HISTORY     - 19940728 GOOD             USPSQD
 OJ0758
 OJ0758                          STATION DESCRIPTION
 OJ0758
 OJ0758'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0758'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF PORT
 OJ0758'HURON, 2.8 MILES WEST-SOUTHWEST OF LEXINGTON AND 2.6 MILES
 OJ0758'SOUTHEAST OF CROSWELL, ALONG SHERIDAN LINE ROAD.
 OJ0758'
 OJ0758'TO REACH THE STATION FROM THE INTERSECTION OF M-25 AND M-90
 OJ0758'IN LEXINGTON GO WEST ON M-90 FOR 3 MILES TO WILDCAT ROAD, GO
 OJ0758'SOUTH ON WILDCAT ROAD FOR 1 MILE TO SHERIDAN LINE ROAD, GO EAST
 OJ0758'ON SHERIDAN LINE ROAD FOR 0.45 MILE TO THE MARK ON THE RIGHT.
 OJ0758'
 OJ0758'AZIMUTH MARK 1, STAMPED---AZ MK NO 1 74004 1976---, IS A
 OJ0758'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0758'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0758'SURFACE.  IT IS 56.5 FEET SOUTH-SOUTHEAST OF A POWER POLE, 27
 OJ0758'FEET SOUTH OF THE CENTERLINE OF SHERIDAN LINE ROAD, 26 FEET
 OJ0758'EAST OF THE CENTER OF A DRIVE TO THE NORTH AND 4 FEET NORTH OF
 OJ0758'A WITNESS POST.
 OJ0758'
 OJ0758'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77004 MIDH.
 OJ0758'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0758'DESCRIBED BY G.P. ROSENDALE.
 OJ0758
 OJ0758                          STATION RECOVERY (1994)
 OJ0758
 OJ0758'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0762 ***********************************************************************
 OJ0762  DESIGNATION -  74004 MIDH AZ MK 2
 OJ0762  PID         -  OJ0762
 OJ0762  STATE/COUNTY-  MI/SANILAC
 OJ0762  USGS QUAD   -  CROSWELL (1976)
 OJ0762
 OJ0762                         *CURRENT SURVEY CONTROL
 OJ0762  ___________________________________________________________________
 OJ0762* NAD 83(1994)-  43 15 57.35877(N)    082 35 34.91524(W)     ADJUSTED  
 OJ0762* NAVD 88     -       239.5    (meters)     786.     (feet)  VERTCON   
 OJ0762  ___________________________________________________________________
 OJ0762  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 OJ0762  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0762
 OJ0762  HORZ ORDER  -  SECOND
 OJ0762
 OJ0762.The horizontal coordinates were established by classical geodetic methods
 OJ0762.and adjusted by the National Geodetic Survey in February 1997..
 OJ0762
 OJ0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0762
 OJ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0762
 OJ0762.The geoid height was determined by GEOID03.
 OJ0762
 OJ0762;                    North         East     Units Scale Factor Converg.
 OJ0762;SPC MI S     -   197,674.618 4,143,977.730   MT  0.99992894   +1 12 25.2
 OJ0762;SPC MI S     -   648,538.77 13,595,727.46   iFT  0.99992894   +1 12 25.2
 OJ0762;UTM  17      - 4,791,578.898   370,714.930   MT  0.99980561   -1 05 31.2
 OJ0762
 OJ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0762!SPC MI S     -   0.99996786  x   0.99992894  =   0.99989680
 OJ0762!UTM  17      -   0.99996786  x   0.99980561  =   0.99977348
 OJ0762
 OJ0762                          SUPERSEDED SURVEY CONTROL
 OJ0762
 OJ0762  NAD 83(1986)-  43 15 57.34623(N)    082 35 34.94192(W) AD(       ) 2
 OJ0762  NAD 27      -  43 15 57.25055(N)    082 35 35.20586(W) AD(       ) 2
 OJ0762  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 OJ0762
 OJ0762.Superseded values are not recommended for survey control.
 OJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0762.See file dsdata.txt to determine how the superseded data were derived.
 OJ0762
 OJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7071591579(NAD 83)
 OJ0762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0762+STABILITY: SURFACE MOTION
 OJ0762
 OJ0762  HISTORY     - Date     Condition        Report By
 OJ0762  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0762  HISTORY     - 19940728 GOOD             USPSQD
 OJ0762
 OJ0762                          STATION DESCRIPTION
 OJ0762
 OJ0762'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0762'THE STATION IS LOCATED ABOUT 21 MILES NORTH-NORTHWEST OF PORT
 OJ0762'HURON, 3 MILES WEST OF LEXINGTON AND 2 MILES
 OJ0762'SOUTHEAST OF CROSWELL, AND ON STATE RIGHT-OF-WAY PROPERTY.
 OJ0762'
 OJ0762'TO REACH THE STATION FROM THE INTERSECTION OF M-25 AND M-90
 OJ0762'IN LEXINGTON GO WEST ON M-90 FOR 3.15 MILES TO THE MARK ON
 OJ0762'THE RIGHT.
 OJ0762'
 OJ0762'AZIMUTH MARK 2, STAMPED---AZ MK NO 2 74004 1976---, IS A
 OJ0762'REFERENCE MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A
 OJ0762'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0762'SURFACE.  IT IS 42 FEET SOUTH-SOUTHEAST OF A POWER POLE, 38.5
 OJ0762'FEET NORTH OF THE CENTERLINE OF M-90, 13 FEET SOUTH OF A FENCE
 OJ0762'AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS
 OJ0762'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0762'THE GROUND SURFACE.
 OJ0762'
 OJ0762'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77004 MIDH.
 OJ0762'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0762'DESCRIBED BY G.P. ROSENDALE.
 OJ0762
 OJ0762                          STATION RECOVERY (1994)
 OJ0762
 OJ0762'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0255 ***********************************************************************
 OJ0255  DESIGNATION -  75 1/2
 OJ0255  PID         -  OJ0255
 OJ0255  STATE/COUNTY-  MI/TUSCOLA
 OJ0255  USGS QUAD   -  CASS CITY (1963)
 OJ0255
 OJ0255                         *CURRENT SURVEY CONTROL
 OJ0255  ___________________________________________________________________
 OJ0255* NAD 83(1986)-  43 36 35.     (N)    083 11 24.     (W)     SCALED    
 OJ0255* NAVD 88     -       225.710  (meters)     740.52   (feet)  ADJUSTED  
 OJ0255  ___________________________________________________________________
 OJ0255  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OJ0255  DYNAMIC HT  -         225.669 (meters)     740.38  (feet)  COMP
 OJ0255  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 OJ0255
 OJ0255  VERT ORDER  -  SECOND    CLASS 0
 OJ0255
 OJ0255.The horizontal coordinates were scaled from a topographic map and have
 OJ0255.an estimated accuracy of +/- 6 seconds.
 OJ0255
 OJ0255.The orthometric height was determined by differential leveling
 OJ0255.and adjusted by the National Geodetic Survey in June 1991..
 OJ0255
 OJ0255.The geoid height was determined by GEOID03.
 OJ0255
 OJ0255.The dynamic height is computed by dividing the NAVD 88
 OJ0255.geopotential number by the normal gravity value computed on the
 OJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0255.degrees latitude (g = 980.6199 gals.).
 OJ0255
 OJ0255.The modeled gravity was interpolated from observed gravity values.
 OJ0255
 OJ0255;                    North         East    Units  Estimated Accuracy
 OJ0255;SPC MI S     -   235,020.    4,094,990.      MT  (+/- 180 meters Scaled)
 OJ0255
 OJ0255                          SUPERSEDED SURVEY CONTROL
 OJ0255
 OJ0255  NGVD 29 (??/??/92)  225.845  (m)          740.96   (f) ADJ UNCH    2 0
 OJ0255
 OJ0255.Superseded values are not recommended for survey control.
 OJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0255.See file dsdata.txt to determine how the superseded data were derived.
 OJ0255
 OJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ232308(NAD 83)
 OJ0255_MARKER: Z = SEE DESCRIPTION
 OJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0255_STAMPING: BM NO 75 1/2
 OJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0255+STABILITY: SURFACE MOTION
 OJ0255
 OJ0255  HISTORY     - Date     Condition        Report By
 OJ0255  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0255  HISTORY     - 1935     GOOD             NGS
 OJ0255  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0255
 OJ0255                          STATION DESCRIPTION
 OJ0255
 OJ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OJ0255'1.2 MI NW FROM CASS CITY.
 OJ0255'1.2 MILES NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM THE
 OJ0255'STATION AT CASS CITY, TUSCOLA COUNTY, 75 YARDS NORTHWEST OF THE
 OJ0255'NORTHEAST END OF BRIDGE 75.44, 48.6 FEET SOUTHEAST OF THE
 OJ0255'INTERSECTION OF THE CENTERLINE OF A PRIVATE ROAD WITH THE EAST
 OJ0255'RAIL, 20.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.3 FEET
 OJ0255'SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET LOWER
 OJ0255'THAN THE TOP OF RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 OJ0255'NO. 75 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0255
 OJ0255                          STATION RECOVERY (1999)
 OJ0255
 OJ0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0603 ***********************************************************************
 QL0603  DESIGNATION -  75001
 QL0603  PID         -  QL0603
 QL0603  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0603  USGS QUAD   -  
 QL0603
 QL0603                         *CURRENT SURVEY CONTROL
 QL0603  ___________________________________________________________________
 QL0603* NAD 83(1994)-  45 57 04.36196(N)    086 15 13.42447(W)     ADJUSTED  
 QL0603* NAVD 88     -       181.9    (meters)     597.     (feet)  VERTCON   
 QL0603  ___________________________________________________________________
 QL0603  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 QL0603  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QL0603
 QL0603  HORZ ORDER  -  SECOND
 QL0603
 QL0603.The horizontal coordinates were established by classical geodetic methods
 QL0603.and adjusted by the National Geodetic Survey in February 1997..
 QL0603
 QL0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0603
 QL0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0603
 QL0603.The geoid height was determined by GEOID03.
 QL0603
 QL0603;                    North         East     Units Scale Factor Converg.
 QL0603;SPC MI N     -   130,075.210 8,057,853.902   MT  0.99991974   +0 32 21.8
 QL0603;SPC MI N     -   426,755.94 26,436,528.55   iFT  0.99991974   +0 32 21.8
 QL0603;UTM  16      - 5,088,897.523   557,836.204   MT  0.99964112   +0 32 11.0
 QL0603
 QL0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0603!SPC MI N     -   0.99997703  x   0.99991974  =   0.99989677
 QL0603!UTM  16      -   0.99997703  x   0.99964112  =   0.99961816
 QL0603
 QL0603:                Primary Azimuth Mark                     Grid Az
 QL0603:SPC MI N     -  MANISTIQUE RADIO KQG 653 MAST            031 23 25.0
 QL0603:UTM  16      -  MANISTIQUE RADIO KQG 653 MAST            031 23 35.8
 QL0603
 QL0603|---------------------------------------------------------------------|
 QL0603| PID    Reference Object                     Distance      Geod. Az  |
 QL0603|                                                           dddmmss.s |
 QL0603| QL0586 MANISTIQUE RADIO KQG 653 MAST       APPROX. 1.8 KM 0315546.8 |
 QL0603| QL0587 MANISTIQUE MUNICIPAL TANK           APPROX. 1.5 KM 0555510.1 |
 QL0603| CH1819 75001 RM 1                            9.139 METERS 24101     |
 QL0603|---------------------------------------------------------------------|
 QL0603
 QL0603                          SUPERSEDED SURVEY CONTROL
 QL0603
 QL0603  NAD 83(1986)-  45 57 04.35579(N)    086 15 13.42107(W) AD(       ) 2
 QL0603  NAD 27      -  45 57 04.46426(N)    086 15 12.90162(W) AD(       ) 2
 QL0603  NGVD 29 (07/19/86)  181.9    (m)          597.     (f) VERT ANG       
 QL0603
 QL0603.Superseded values are not recommended for survey control.
 QL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0603.See file dsdata.txt to determine how the superseded data were derived.
 QL0603
 QL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5783688898(NAD 83)
 QL0603_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0603_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0603
 QL0603  HISTORY     - Date     Condition        Report By
 QL0603  HISTORY     - 1977     MONUMENTED       MIDH
 QL0603
 QL0603                          STATION DESCRIPTION
 QL0603
 QL0603'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0603'THE STATION IS ABOUT 0.62 MILES SOUTHWEST OF THE NEW COURTHOUSE IN
 QL0603'MANISTIQUE, IN THE NORTHWEST QUARTER OF SECTION 13 T41N R16W.
 QL0603'
 QL0603'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE, GO NORTH
 QL0603'ON MAPLE STREET (EX. US-2) 0.25 MILE, TURN LEFT ON ELK STREET AND GO
 QL0603'WESTERLY ACROSS BRIDGE 0.7 MILE TO THE JUNCTION OF US HIGHWAY 2 AND
 QL0603'STATE HIGHWAY 94.  TURN LEFT ON US HIGHWAY 2 AND GO WEST 0.6 MILE TO
 QL0603'THE JUNCTION OF US HIGHWAY 2 AND OLD STATE HIGHWAY 219
 QL0603'(HARBORVIEW DRIVE).  TURN LEFT ON OLD STATE HIGHWAY 219 AND GO
 QL0603'SOUTHEASTERLY 0.3 MILE, TURN RIGHT AND GO 107 FEET SOUTHWEST TO THE
 QL0603'STATION ON THE SIDE OF A SAND DUNE.
 QL0603'
 QL0603'STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0603'ALUMINUM  DISKS STAMPED---75001 1977---.  THE SURFACE MARK IS SET IN A
 QL0603'12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE
 QL0603'THE GROUND.  IT IS 107 FEET WEST OF THE CENTER LINE OF A BLACKTOP ROAD
 QL0603'(OLD M-219), 33.4 FEET NORTHEAST OF A WHITE PINE CLUSTER, 21.4 FEET
 QL0603'SOUTHEAST OF A 6 INCH JACK PINE, 3 FEET SOUTHWEST OF A METAL WITNESS
 QL0603'POST.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 QL0603'CONCRETE 48 INCHES BELOW THE SURFACE MARK.
 QL0603'
 QL0603'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0603'ALUMINUM DISK STAMPED---RM 1 1977.  SET IN THE TOP OF A CYLINDRICAL
 QL0603'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 QL0603'IS 36.5 FEET SOUTHWEST OF A 6 INCH JACK PINE, 7.5 FEET EAST OF A WHITE
 QL0603'PINE CLUMP, 3.5 FEET SOUTH OF A METAL WITNESS POST.
 QL0603'
 QL0603'NO AZIMUTH MARK WAS SET BECAUSE STATION MANISTIQUE AND MIDH 75002 ARE
 QL0603'INTERVISABLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0597 ***********************************************************************
 QL0597  DESIGNATION -  75002
 QL0597  PID         -  QL0597
 QL0597  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0597  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0597
 QL0597                         *CURRENT SURVEY CONTROL
 QL0597  ___________________________________________________________________
 QL0597* NAD 83(1994)-  45 56 43.75065(N)    086 14 04.22631(W)     ADJUSTED  
 QL0597* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 QL0597  ___________________________________________________________________
 QL0597  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QL0597  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QL0597
 QL0597  HORZ ORDER  -  SECOND
 QL0597
 QL0597.The horizontal coordinates were established by classical geodetic methods
 QL0597.and adjusted by the National Geodetic Survey in February 1997..
 QL0597
 QL0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0597
 QL0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0597
 QL0597.The geoid height was determined by GEOID03.
 QL0597
 QL0597;                    North         East     Units Scale Factor Converg.
 QL0597;SPC MI N     -   129,453.124 8,059,350.144   MT  0.99992033   +0 33 11.8
 QL0597;SPC MI N     -   424,714.97 26,441,437.48   iFT  0.99992033   +0 33 11.8
 QL0597;UTM  16      - 5,088,275.530   559,331.998   MT  0.99964328   +0 33 00.6
 QL0597
 QL0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0597!SPC MI N     -   0.99997785  x   0.99992033  =   0.99989818
 QL0597!UTM  16      -   0.99997785  x   0.99964328  =   0.99962114
 QL0597
 QL0597|---------------------------------------------------------------------|
 QL0597| PID    Reference Object                     Distance      Geod. Az  |
 QL0597|                                                           dddmmss.s |
 QL0597| CH1820 75002 RM 1                           29.590 METERS 02738     |
 QL0597| QL0593 MIDH 75003 RM 1                     APPROX. 2.5 KM 0424836.9 |
 QL0597| QL0581 MANISTIQUE LIGHTHOUSE               APPROX. 1.0 KM 2654422.7 |
 QL0597| CH1821 75002 RM 2                           28.804 METERS 34835     |
 QL0597|---------------------------------------------------------------------|
 QL0597
 QL0597                          SUPERSEDED SURVEY CONTROL
 QL0597
 QL0597  NAD 83(1986)-  45 56 43.74450(N)    086 14 04.22293(W) AD(       ) 2
 QL0597  NAD 27      -  45 56 43.85315(N)    086 14 03.70908(W) AD(       ) 2
 QL0597  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 QL0597
 QL0597.Superseded values are not recommended for survey control.
 QL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0597.See file dsdata.txt to determine how the superseded data were derived.
 QL0597
 QL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5933288276(NAD 83)
 QL0597_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0597
 QL0597  HISTORY     - Date     Condition        Report By
 QL0597  HISTORY     - 1977     MONUMENTED       MIDH
 QL0597
 QL0597                          STATION DESCRIPTION
 QL0597
 QL0597'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0597'THE STATION IS ABOUT 0.8 MILES SOUTHEAST OF THE INTERSECTION OF WALNUT
 QL0597'AND MAPLE STREETS IN MANISTIQUE AND NEAR THE TOWNSHIP PICNIC AREA ON
 QL0597'THE SHORE OF LAKE MICHIGAN.  T41N R15W SECTION 18.
 QL0597'
 QL0597'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH
 QL0597'ON MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT.  CONTINUE
 QL0597'EASTERLY ON US HIGHWAY 2 0.5 MILE TO PICNIC AREA ON RIGHT OF US
 QL0597'HIGHWAY 2.  TURN RIGHT ON WEST ENTRANCE TO PICNIC AREA, FOLLOW ROAD ON
 QL0597'LAKE SIDE OF PICNIC AREA 0.25 MILE.  TURN RIGHT AND GO SOUTH ONTO
 QL0597'BEACH 293 FEET TO STATION ON EDGE OF LAKE MICHIGAN.
 QL0597'
 QL0597'THE STATION MARK IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0597'ALUMINUM DISK STAMPED---75002 1977.  THE SURFACE DISK IS SET IN THE
 QL0597'TOP OF A IRON PIPE, SET IN A DRILL HOLE IN BEDROCK, IN A 12 INCH
 QL0597'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 QL0597'NO UNDERGROUND MARK WAS SET.  IT IS 94.50 FEET SE OF RM 2, 97.09 FEET
 QL0597'SW OF RM 1, AND 3.5 FEET NORTH OF A METAL WITNESS POST WITH SIGN.
 QL0597'
 QL0597'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0597'ALUMINUM DISK STAMPED---RM1 1977---SET IN TOP OF A 12 INCH CYLINDRICAL
 QL0597'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 64.08
 QL0597'FEET EAST OF RM 2 AND 0.6 FEET SOUTH OF A METAL WITNESS POST.
 QL0597'
 QL0597'REFERENCE MARK 2 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0597'ALUMINUM DISK STAMPED---RM 2 1977---SET IN TOP OF A 12 INCH
 QL0597'CYLINDRICAL CONCRETE MONUMENT THAT IS RECESSED 2 INCHES BELOW GROUND
 QL0597'SURFACE.  IT IS 64.08 FEET WEST OF RM 1 AND 0.9 FEET EAST OF A METAL
 QL0597'WITNESS POST.
 QL0597'
 QL0597'NO AZIMUTH MARK WAS SET BECAUSE STATION MIDH 75001 AND MIDH 75003 ARE
 QL0597'INTERVISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0591 ***********************************************************************
 QL0591  DESIGNATION -  75004
 QL0591  PID         -  QL0591
 QL0591  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0591  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0591
 QL0591                         *CURRENT SURVEY CONTROL
 QL0591  ___________________________________________________________________
 QL0591* NAD 83(1994)-  45 57 55.36629(N)    086 11 11.97459(W)     ADJUSTED  
 QL0591* NAVD 88     -       206.9    (meters)     679.     (feet)  VERTCON   
 QL0591  ___________________________________________________________________
 QL0591  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 QL0591  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 QL0591
 QL0591  HORZ ORDER  -  SECOND
 QL0591
 QL0591.The horizontal coordinates were established by classical geodetic methods
 QL0591.and adjusted by the National Geodetic Survey in February 1997..
 QL0591
 QL0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0591
 QL0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0591
 QL0591.The geoid height was determined by GEOID03.
 QL0591
 QL0591;                    North         East     Units Scale Factor Converg.
 QL0591;SPC MI N     -   131,700.915 8,063,037.059   MT  0.99991834   +0 35 16.3
 QL0591;SPC MI N     -   432,089.62 26,453,533.66   iFT  0.99991834   +0 35 16.3
 QL0591;UTM  16      - 5,090,522.504   563,018.028   MT  0.99964882   +0 35 05.1
 QL0591
 QL0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0591!SPC MI N     -   0.99997311  x   0.99991834  =   0.99989145
 QL0591!UTM  16      -   0.99997311  x   0.99964882  =   0.99962194
 QL0591
 QL0591|---------------------------------------------------------------------|
 QL0591| PID    Reference Object                     Distance      Geod. Az  |
 QL0591|                                                           dddmmss.s |
 QL0591| QL0590 MIDH 75005 AZ MK                    364.747 METERS 00046     |
 QL0591| QL0581 MANISTIQUE LIGHTHOUSE               APPROX. 5.2 KM 2441110.4 |
 QL0591| CH1822 75004 RM 1                           12.899 METERS 28104     |
 QL0591|---------------------------------------------------------------------|
 QL0591
 QL0591                          SUPERSEDED SURVEY CONTROL
 QL0591
 QL0591  NAD 83(1986)-  45 57 55.36030(N)    086 11 11.97104(W) AD(       ) 2
 QL0591  NAD 27      -  45 57 55.46666(N)    086 11 11.46392(W) AD(       ) 2
 QL0591  NGVD 29 (07/19/86)  206.9    (m)          679.     (f) VERT ANG       
 QL0591
 QL0591.Superseded values are not recommended for survey control.
 QL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0591.See file dsdata.txt to determine how the superseded data were derived.
 QL0591
 QL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6301890523(NAD 83)
 QL0591_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0591
 QL0591  HISTORY     - Date     Condition        Report By
 QL0591  HISTORY     - 1977     MONUMENTED       MIDH
 QL0591
 QL0591                          STATION DESCRIPTION
 QL0591
 QL0591'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0591'THE STATION IS LOCATED ABOUT 4.5 MILES EAST OF MANISTIQUE ON THE SOUTH
 QL0591'SIDE OF FAIRVIEW CEMETARY NEAR EDGE OF BLUFF.  T41N R15W SECTION 9.
 QL0591'
 QL0591'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE GO SOUTH ON
 QL0591'MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT, CONTINUE EASTERLY
 QL0591'ON US HIGHWAY 2 FOR 3.7 MILES TO FAIRVIEW CEMETARY ENTRANCE, TURN
 QL0591'RIGHT INTO CEMETARY AND GO SOUTH 0.15 MILE TO SOUTH EDGE OF CEMETARY,
 QL0591'TURN RIGHT AND GO 0.08 MILE TO FIRST ROAD ON LEFT, TURN LEFT AND GO
 QL0591'SOUTHERLY TO Y TAKE THE LEFT TWO TRACK TRAIL EASTERLY ALONG EDGE OF
 QL0591'BLUFF 0.15 MILE, THEN FEET LEFT TO STATION.
 QL0591'
 QL0591'THE STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0591'ALUMINUM DISKS STAMPED---75004 1977.  THE SURFACE DISK IS SET IN THE
 QL0591'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 QL0591'GROUND.  IT IS 50 FEET NORTH OF THE BLUFF EDGE, 29.2 FEET ESE OF A 6
 QL0591'INCH CHERRY, 13.5 FEET SW OF A 9 INCH WHITE BIRCH AND 4.6 FEET WEST OF
 QL0591'A METAL WITNESS POST WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE
 QL0591'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 QL0591'SURFACE.
 QL0591'
 QL0591'REFERENCE MARK 1 IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0591'ALUMINUM DISK STAMPED---RM1 1977---SET IN THE TOP OF A 12 INCH
 QL0591'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 QL0591'IT IS 59 FEET SSE OF A 20 INCH TWIN WHITE BIRCH, 16 FEET NORTH OF A
 QL0591'TWO TRACK ROAD CENTERLINE, 14 FEET WEST OF A 6 INCH CHERRY AND 1.7
 QL0591'FEET EAST OF A METAL WITNESS POST WITH SIGN.
 QL0591'
 QL0591'AZIMUTH MARK MIDH 75005 IS VISABLE FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0589 ***********************************************************************
 QL0589  DESIGNATION -  75005
 QL0589  PID         -  QL0589
 QL0589  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0589  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0589
 QL0589                         *CURRENT SURVEY CONTROL
 QL0589  ___________________________________________________________________
 QL0589* NAD 83(1994)-  45 58 23.25578(N)    086 11 11.05766(W)     ADJUSTED  
 QL0589* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 QL0589  ___________________________________________________________________
 QL0589  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 QL0589  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QL0589
 QL0589  HORZ ORDER  -  SECOND
 QL0589
 QL0589.The horizontal coordinates were established by classical geodetic methods
 QL0589.and adjusted by the National Geodetic Survey in February 1997..
 QL0589
 QL0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0589
 QL0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0589
 QL0589.The geoid height was determined by GEOID03.
 QL0589
 QL0589;                    North         East     Units Scale Factor Converg.
 QL0589;SPC MI N     -   132,562.095 8,063,047.962   MT  0.99991760   +0 35 17.0
 QL0589;SPC MI N     -   434,915.01 26,453,569.43   iFT  0.99991760   +0 35 17.0
 QL0589;UTM  16      - 5,091,383.452   563,028.974   MT  0.99964884   +0 35 06.0
 QL0589
 QL0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0589!SPC MI N     -   0.99997296  x   0.99991760  =   0.99989056
 QL0589!UTM  16      -   0.99997296  x   0.99964884  =   0.99962181
 QL0589
 QL0589|---------------------------------------------------------------------|
 QL0589| PID    Reference Object                     Distance      Geod. Az  |
 QL0589|                                                           dddmmss.s |
 QL0589| CH1823 75005 RM 1                           24.170 METERS 17312     |
 QL0589| QL0590 MIDH 75005 AZ MK                    496.603 METERS 1814308.9 |
 QL0589|---------------------------------------------------------------------|
 QL0589
 QL0589                          SUPERSEDED SURVEY CONTROL
 QL0589
 QL0589  NAD 83(1986)-  45 58 23.24987(N)    086 11 11.05411(W) AD(       ) 2
 QL0589  NAD 27      -  45 58 23.35629(N)    086 11 10.54643(W) AD(       ) 2
 QL0589  NGVD 29 (07/19/86)  207.8    (m)          682.     (f) VERT ANG       
 QL0589
 QL0589.Superseded values are not recommended for survey control.
 QL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0589.See file dsdata.txt to determine how the superseded data were derived.
 QL0589
 QL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6302991383(NAD 83)
 QL0589_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0589+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 QL0589
 QL0589  HISTORY     - Date     Condition        Report By
 QL0589  HISTORY     - 1977     MONUMENTED       MIDH
 QL0589  HISTORY     - 20010911 GOOD             MIDT
 QL0589
 QL0589                          STATION DESCRIPTION
 QL0589
 QL0589'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0589'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF THE NEW COURTHOUSE IN
 QL0589'MANISTIQUE, IN THE SOUTHEAST QUARTER OF SECTION 4, T41N R15W.
 QL0589'
 QL0589'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE GO SOUTH ON
 QL0589'MAPLE STREET (EX. US-2) 0.3 MILE TO BLINKER LIGHT, CONTINUE EASTERLY
 QL0589'ON US HIGHWAY 2 3.7 MILES TO JUNCTION OF US HIGHWAY 2 AND COUNTY ROAD
 QL0589'433 (MANISTIQUE RIVER ROAD)(NOTE-- TO REACH THE AZIMUTH MARK FROM THIS
 QL0589'POINT TURN RIGHT AND GO SOUTH 48 FEET).  AT JUNCTION TURN LEFT ON
 QL0589'COUNTY ROAD 433 AND GO NORTH 0.37 MILE TO STATION, 40 FEET ON THE
 QL0589'RIGHT IN THE DITCH (ACROSS FROM FAIRVIEW SCHOOL DISTRICT).
 QL0589'
 QL0589'STATION MARKS ARE MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0589'ALUMINUM DISKS STAMPED---75005 1977---.  THE SURFACE MARK IS SET IN A
 QL0589'12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 QL0589'SURFACE.  IT IS 40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 433, 10
 QL0589'FEET WEST OF A N-S FENCE LINE AND 9 FEET WEST OF A METAL WITNESS POST
 QL0589'WITH SIGN.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 QL0589'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE MARK.
 QL0589'
 QL0589'THE AZIMUTH MARK IS A MICHIGAN DEPARTMENT OF TRANSPORTATION SURVEYS
 QL0589'ALUMINUM DISK STAMPED---AZIMUTH 75005 1977---SET IN THE TOP OF A 12
 QL0589'INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND
 QL0589'SURFACE.  IT IS 57 FEET EAST OF THE CENTERLINE OF THE CEMETARY
 QL0589'ENTRANCE DRIVE, 48 FEET SOUTH OF THE CENTERLINE OF US HIGHWAY 2, 42.5
 QL0589'FEET NORTHEAST OF THE NORTHEAST CORNER OF A 5 FOOT BY 5 FOOT BRICK
 QL0589'GATE POST AND 4 FEET NNW OF A METAL WITNESS POST WITH SIGN.
 QL0589
 QL0589                          STATION RECOVERY (2001)
 QL0589
 QL0589'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0612 ***********************************************************************
 NF0612  DESIGNATION -  753
 NF0612  PID         -  NF0612
 NF0612  STATE/COUNTY-  MI/ALLEGAN
 NF0612  USGS QUAD   -  MERSON (1981)
 NF0612
 NF0612                         *CURRENT SURVEY CONTROL
 NF0612  ___________________________________________________________________
 NF0612* NAD 83(1986)-  42 28 44.     (N)    085 45 00.     (W)     SCALED    
 NF0612* NAVD 88     -       228.996  (meters)     751.30   (feet)  ADJUSTED  
 NF0612  ___________________________________________________________________
 NF0612  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NF0612  DYNAMIC HT  -         228.933 (meters)     751.09  (feet)  COMP
 NF0612  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 NF0612
 NF0612  VERT ORDER  -  SECOND    CLASS 0
 NF0612
 NF0612.The horizontal coordinates were scaled from a topographic map and have
 NF0612.an estimated accuracy of +/- 6 seconds.
 NF0612
 NF0612.The orthometric height was determined by differential leveling
 NF0612.and adjusted by the National Geodetic Survey in June 1991..
 NF0612
 NF0612.The geoid height was determined by GEOID03.
 NF0612
 NF0612.The dynamic height is computed by dividing the NAVD 88
 NF0612.geopotential number by the normal gravity value computed on the
 NF0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0612.degrees latitude (g = 980.6199 gals.).
 NF0612
 NF0612.The modeled gravity was interpolated from observed gravity values.
 NF0612
 NF0612;                    North         East    Units  Estimated Accuracy
 NF0612;SPC MI S     -   109,670.    3,886,270.      MT  (+/- 180 meters Scaled)
 NF0612
 NF0612                          SUPERSEDED SURVEY CONTROL
 NF0612
 NF0612  NGVD 29 (??/??/92)  229.131  (m)          751.74   (f) ADJ UNCH    2 0
 NF0612
 NF0612.Superseded values are not recommended for survey control.
 NF0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0612.See file dsdata.txt to determine how the superseded data were derived.
 NF0612
 NF0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN027037(NAD 83)
 NF0612_MARKER: P = PIPE CAP
 NF0612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0612_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0612_STAMPING: 753
 NF0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0612
 NF0612  HISTORY     - Date     Condition        Report By
 NF0612  HISTORY     - UNK      MONUMENTED       USGS
 NF0612  HISTORY     - 1948     GOOD             NGS
 NF0612  HISTORY     - 1984     GOOD             NGS
 NF0612  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0612
 NF0612                          STATION DESCRIPTION
 NF0612
 NF0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0612'3.5 MI NW FROM OTSEGO.
 NF0612'3.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE STATE BANK
 NF0612'BUILDING AT OTSEGO, ABOUT 2.1 MILES NORTHWEST OF THE BRIDGE OVER
 NF0612'KALAMAZOO RIVER, AT THE GRABLE SCHOOL DISTRICT NO. 9, AND AT
 NF0612'THE JUNCTION OF GRAVEL ROADS LEADING NORTH AND EAST, 66 FEET
 NF0612'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET SOUTH OF
 NF0612'THE CENTER LINE OF THE ROAD EAST, 51 FEET EAST OF THE PROLONGED
 NF0612'CENTER LINE OF THE ROAD NORTH, 92 FEET NORTHWEST OF THE NORTHWEST
 NF0612'CORNER OF THE BRICK SCHOOL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0612'POST, 1 FOOT ABOVE THE HIGHWAY AND PROJECTING 10 IN.
 NF0612
 NF0612                          STATION RECOVERY (1984)
 NF0612
 NF0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0612'RECOVERED IN GOOD CONDITION.
 NF0612
 NF0612                          STATION RECOVERY (1989)
 NF0612
 NF0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0417 ***********************************************************************
 NE0417  DESIGNATION -  756
 NE0417  PID         -  NE0417
 NE0417  STATE/COUNTY-  MI/OAKLAND
 NE0417  USGS QUAD   -  ROCHESTER (1981)
 NE0417
 NE0417                         *CURRENT SURVEY CONTROL
 NE0417  ___________________________________________________________________
 NE0417* NAD 83(1986)-  42 40 55.     (N)    083 08 02.     (W)     SCALED    
 NE0417* NAVD 88     -       230.174  (meters)     755.16   (feet)  ADJUSTED  
 NE0417  ___________________________________________________________________
 NE0417  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE0417  DYNAMIC HT  -         230.104 (meters)     754.93  (feet)  COMP
 NE0417  MODELED GRAV-     980,314.8   (mgal)                       NAVD 88
 NE0417
 NE0417  VERT ORDER  -  FIRST     CLASS II
 NE0417
 NE0417.The horizontal coordinates were scaled from a topographic map and have
 NE0417.an estimated accuracy of +/- 6 seconds.
 NE0417
 NE0417.The orthometric height was determined by differential leveling
 NE0417.and adjusted by the National Geodetic Survey in June 1991..
 NE0417
 NE0417.The geoid height was determined by GEOID03.
 NE0417
 NE0417.The dynamic height is computed by dividing the NAVD 88
 NE0417.geopotential number by the normal gravity value computed on the
 NE0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0417.degrees latitude (g = 980.6199 gals.).
 NE0417
 NE0417.The modeled gravity was interpolated from observed gravity values.
 NE0417
 NE0417;                    North         East    Units  Estimated Accuracy
 NE0417;SPC MI S     -   132,030.    4,101,030.      MT  (+/- 180 meters Scaled)
 NE0417
 NE0417                          SUPERSEDED SURVEY CONTROL
 NE0417
 NE0417  NGVD 29 (??/??/92)  230.306  (m)          755.60   (f) ADJ UNCH    1 2
 NE0417
 NE0417.Superseded values are not recommended for survey control.
 NE0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0417.See file dsdata.txt to determine how the superseded data were derived.
 NE0417
 NE0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251277(NAD 83)
 NE0417_MARKER: DD = SURVEY DISK
 NE0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0417_SP_SET: BUILDING
 NE0417_STAMPING: MICHIGAN 756
 NE0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0417
 NE0417  HISTORY     - Date     Condition        Report By
 NE0417  HISTORY     - UNK      MONUMENTED       USGS
 NE0417  HISTORY     - 1938     GOOD             NGS
 NE0417  HISTORY     - 1983     POOR             USPSQD
 NE0417  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0417
 NE0417                          STATION DESCRIPTION
 NE0417
 NE0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0417'AT ROCHESTER.
 NE0417'AT ROCHESTER, OAKLAND COUNTY, AT THE SOUTHEAST CORNER OF THE
 NE0417'INTERSECTION OF MAIN AND FIFTH STREETS, IN THE FOUNDATION OF
 NE0417'THE ROYAL CAFE (1930) BUILDING, AT THE WEST END OF THE NORTH
 NE0417'SIDE OF THE BUILDING, AND 1 FOOT ABOVE THE SIDEWALK.  A UNITED
 NE0417'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED MICHIGAN 756.
 NE0417
 NE0417                          STATION RECOVERY (1983)
 NE0417
 NE0417'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0417'MARK RECOVERED IN POOR CONDITION.
 NE0417
 NE0417                          STATION RECOVERY (1999)
 NE0417
 NE0417'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0157 ***********************************************************************
 OJ0157  DESIGNATION -  756.0
 OJ0157  PID         -  OJ0157
 OJ0157  STATE/COUNTY-  MI/HURON
 OJ0157  USGS QUAD   -  BAD AXE EAST (1970)
 OJ0157
 OJ0157                         *CURRENT SURVEY CONTROL
 OJ0157  ___________________________________________________________________
 OJ0157* NAD 83(1986)-  43 48 06.     (N)    082 59 51.     (W)     SCALED    
 OJ0157* NAVD 88     -       230.286  (meters)     755.53   (feet)  ADJUSTED  
 OJ0157  ___________________________________________________________________
 OJ0157  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OJ0157  DYNAMIC HT  -         230.247 (meters)     755.40  (feet)  COMP
 OJ0157  MODELED GRAV-     980,444.7   (mgal)                       NAVD 88
 OJ0157
 OJ0157  VERT ORDER  -  FIRST     CLASS II
 OJ0157
 OJ0157.The horizontal coordinates were scaled from a topographic map and have
 OJ0157.an estimated accuracy of +/- 6 seconds.
 OJ0157
 OJ0157.The orthometric height was determined by differential leveling
 OJ0157.and adjusted by the National Geodetic Survey in June 1991..
 OJ0157
 OJ0157.The geoid height was determined by GEOID03.
 OJ0157
 OJ0157.The dynamic height is computed by dividing the NAVD 88
 OJ0157.geopotential number by the normal gravity value computed on the
 OJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0157.degrees latitude (g = 980.6199 gals.).
 OJ0157
 OJ0157.The modeled gravity was interpolated from observed gravity values.
 OJ0157
 OJ0157;                    North         East    Units  Estimated Accuracy
 OJ0157;SPC MI S     -   256,570.    4,110,180.      MT  (+/- 180 meters Scaled)
 OJ0157
 OJ0157                          SUPERSEDED SURVEY CONTROL
 OJ0157
 OJ0157  NGVD 29 (??/??/92)  230.415  (m)          755.95   (f) ADJ UNCH    1 2
 OJ0157
 OJ0157.Superseded values are not recommended for survey control.
 OJ0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0157.See file dsdata.txt to determine how the superseded data were derived.
 OJ0157
 OJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ393517(NAD 83)
 OJ0157_MARKER: P = PIPE CAP
 OJ0157_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0157_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OJ0157_STAMPING: STATE OF MICHIGAN
 OJ0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0157
 OJ0157  HISTORY     - Date     Condition        Report By
 OJ0157  HISTORY     - UNK      MONUMENTED       MI-063
 OJ0157  HISTORY     - 1934     GOOD             NGS
 OJ0157  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0157
 OJ0157                          STATION DESCRIPTION
 OJ0157
 OJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0157'AT BAD AXE.
 OJ0157'AT BAD AXE, HURON COUNTY, ON HURON STREET, AT A GROUP OF COUNTY
 OJ0157'BUILDINGS, NEAR THE NORTHWEST CORNER OF THE ONE-STORY BRICK
 OJ0157'GARAGE, IN LINE WITH THE NORTH FACE OF THE GARAGE, 8 INCHES WEST
 OJ0157'OF THE WEST FACE OF THE GARAGE, AND 2 INCHES HIGHER THAN THE
 OJ0157'SIDEWALK.  A BRONZE CAP, STAMPED STATE OF MICHIGAN AND FASTENED
 OJ0157'ON THE TOP OF A 3-INCH IRON PIPE.
 OJ0157
 OJ0157                          STATION RECOVERY (1999)
 OJ0157
 OJ0157'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0256 ***********************************************************************
 OJ0256  DESIGNATION -  76 1/2
 OJ0256  PID         -  OJ0256
 OJ0256  STATE/COUNTY-  MI/TUSCOLA
 OJ0256  USGS QUAD   -  CASS CITY (1963)
 OJ0256
 OJ0256                         *CURRENT SURVEY CONTROL
 OJ0256  ___________________________________________________________________
 OJ0256* NAD 83(1986)-  43 37 15.     (N)    083 12 12.     (W)     SCALED    
 OJ0256* NAVD 88     -       227.383  (meters)     746.01   (feet)  ADJUSTED  
 OJ0256  ___________________________________________________________________
 OJ0256  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OJ0256  DYNAMIC HT  -         227.342 (meters)     745.87  (feet)  COMP
 OJ0256  MODELED GRAV-     980,433.2   (mgal)                       NAVD 88
 OJ0256
 OJ0256  VERT ORDER  -  SECOND    CLASS 0
 OJ0256
 OJ0256.The horizontal coordinates were scaled from a topographic map and have
 OJ0256.an estimated accuracy of +/- 6 seconds.
 OJ0256
 OJ0256.The orthometric height was determined by differential leveling
 OJ0256.and adjusted by the National Geodetic Survey in June 1991..
 OJ0256
 OJ0256.The geoid height was determined by GEOID03.
 OJ0256
 OJ0256.The dynamic height is computed by dividing the NAVD 88
 OJ0256.geopotential number by the normal gravity value computed on the
 OJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0256.degrees latitude (g = 980.6199 gals.).
 OJ0256
 OJ0256.The modeled gravity was interpolated from observed gravity values.
 OJ0256
 OJ0256;                    North         East    Units  Estimated Accuracy
 OJ0256;SPC MI S     -   236,240.    4,093,900.      MT  (+/- 180 meters Scaled)
 OJ0256
 OJ0256                          SUPERSEDED SURVEY CONTROL
 OJ0256
 OJ0256  NGVD 29 (??/??/92)  227.517  (m)          746.45   (f) ADJ UNCH    2 0
 OJ0256
 OJ0256.Superseded values are not recommended for survey control.
 OJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0256.See file dsdata.txt to determine how the superseded data were derived.
 OJ0256
 OJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ222321(NAD 83)
 OJ0256_MARKER: Z = SEE DESCRIPTION
 OJ0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0256_STAMPING: BM NO 76 1/2
 OJ0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0256+STABILITY: SURFACE MOTION
 OJ0256
 OJ0256  HISTORY     - Date     Condition        Report By
 OJ0256  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0256  HISTORY     - 1934     GOOD             NGS
 OJ0256  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0256
 OJ0256                          STATION DESCRIPTION
 OJ0256
 OJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0256'2.1 MI NW FROM CASS CITY.
 OJ0256'2.1 MILES NORTHWEST ALONG THE GRAND TRUNK RAILWAY FROM THE
 OJ0256'STATION AT CASS CITY, TUSCOLA COUNTY, ABOUT 0.5 MILE NORTHWEST
 OJ0256'OF MILEPOST P 76, 49 YARDS NORTHWEST OF A PRIVATE-ROAD CROSSING,
 OJ0256'21.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.0 FOOT SOUTHWEST
 OJ0256'OF THE RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN THE TOP OF RAIL.
 OJ0256'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO. 76 1/2 AND SET IN
 OJ0256'THE TOP OF A CONCRETE POST.
 OJ0256
 OJ0256                          STATION RECOVERY (1999)
 OJ0256
 OJ0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1340 ***********************************************************************
 NF1340  DESIGNATION -  76001
 NF1340  PID         -  NF1340
 NF1340  STATE/COUNTY-  MI/SHIAWASSEE
 NF1340  USGS QUAD   -  SHAFTSBURG (1972)
 NF1340
 NF1340                         *CURRENT SURVEY CONTROL
 NF1340  ___________________________________________________________________
 NF1340* NAD 83(1994)-  42 50 01.57548(N)    084 20 35.06425(W)     ADJUSTED  
 NF1340* NAVD 88     -       261.2    (meters)     857.     (feet)  VERTCON   
 NF1340  ___________________________________________________________________
 NF1340  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NF1340  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF1340
 NF1340  HORZ ORDER  -  SECOND
 NF1340
 NF1340.The horizontal coordinates were established by classical geodetic methods
 NF1340.and adjusted by the National Geodetic Survey in February 1997..
 NF1340
 NF1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1340
 NF1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1340
 NF1340.The geoid height was determined by GEOID03.
 NF1340
 NF1340;                    North         East     Units Scale Factor Converg.
 NF1340;SPC MI S     -   148,151.970 4,001,928.817   MT  0.99990728   +0 00 57.8
 NF1340;SPC MI S     -   486,062.89 13,129,687.72   iFT  0.99990728   +0 00 57.8
 NF1340;UTM  16      - 4,745,779.969   717,150.589   MT  1.00018015   +1 48 25.5
 NF1340
 NF1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1340!SPC MI S     -   0.99996424  x   0.99990728  =   0.99987153
 NF1340!UTM  16      -   0.99996424  x   1.00018015  =   1.00014439
 NF1340
 NF1340|---------------------------------------------------------------------|
 NF1340| PID    Reference Object                     Distance      Geod. Az  |
 NF1340|                                                           dddmmss.s |
 NF1340| NF1341 76001 MIDOT RM 1 1976                 7.169 METERS 10012     |
 NF1340| CH0672 76001 AZ MK                                        1804945.1 |
 NF1340| CH0673 76001 RM 2                           15.470 METERS 18926     |
 NF1340|---------------------------------------------------------------------|
 NF1340
 NF1340                          SUPERSEDED SURVEY CONTROL
 NF1340
 NF1340  NAD 83(1986)-  42 50 01.57460(N)    084 20 35.08344(W) AD(       ) 2
 NF1340  NAD 27      -  42 50 01.45430(N)    084 20 35.18433(W) AD(       ) 2
 NF1340  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 NF1340
 NF1340.Superseded values are not recommended for survey control.
 NF1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1340.See file dsdata.txt to determine how the superseded data were derived.
 NF1340
 NF1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1715145780(NAD 83)
 NF1340_MARKER: DD = SURVEY DISK
 NF1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1340
 NF1340  HISTORY     - Date     Condition        Report By
 NF1340  HISTORY     - 1976     MONUMENTED       MIDH
 NF1340  HISTORY     - 19950831 GOOD             USPSQD
 NF1340  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1340
 NF1340                          STATION DESCRIPTION
 NF1340
 NF1340'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1340'THE STATION IS APPROXIMATELY 4 MILES SOUTH OF LAINGSBURG AND 6-1/2
 NF1340'MILES WEST-SOUTHWEST OF PERRY (BOTH STRAIGHT LINE MEAS.).  IT IS
 NF1340'NEAR THE SOUTHWEST CORNER OF SECTION 9.  T 5 N, R 1 E, THIS BEING
 NF1340'WOODHULL TWP, SHIAWASSEE COUNTY.
 NF1340'
 NF1340'TO REACH THE STATION FROM THE INTERSECTION OF WOODBURY RD AND TEMP.
 NF1340'I-69, GO NORTH ON WOODBURY RD. 1.5 MILES TO BATH RD.  THEN GO EAST
 NF1340'ON BATH RD. 0.3 MILE TO WOODBURY RD.  THEN GO NORTH ON WOODBURRY RD.
 NF1340'1.0 MILE TO BRITTON RD.  TURN RIGHT AND FIND THE STATION ON THE
 NF1340'LEFT IN THE NORTHEAST QUADRANT OF WOODBURY AND BRITTON ROADS AS
 NF1340'DESCRIBED.
 NF1340'
 NF1340'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON WOODBURY RD.
 NF1340'0.7 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 NF1340'
 NF1340'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1340'CONTROL MARK, 76001, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1340'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1340'25.0 FEET NORTH OF THE CENTERLINE OF BRITTON ROAD, 82.0 FEET EAST
 NF1340'OF THE CENTERLINE OF WOODBURY ROAD, 62.0 FEET SOUTH-SOUTHWEST OF
 NF1340'THE SOUTHWEST CORNER OF A FRAME HOUSE (NO. 10985), AND 4.5 FEET
 NF1340'NORTH OF A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH
 NF1340'BRASS DISK STAMPED HCM, FA, ROW, 76001 SET IN THE TOP OF AN
 NF1340'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND
 NF1340'SURFACE.
 NF1340'
 NF1340'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1340'HCM, 76001, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1340'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 19.5 FEET
 NF1340'NORTH OF THE CENTERLINE OF BRITTON ROAD, 53.5 FEET WEST-NORTHWEST
 NF1340'OF A MAILBOX NO. 10985, AND 59.0 FEET SOUTH OF THE SOUTHWEST CORNER
 NF1340'OF A FRAME HOUSE (NO. 10985).
 NF1340'
 NF1340'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1340'HCM, 76001, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1340'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1340'26.0 FEET SOUTH OF THE CENTERLINE OF BRITTON ROAD, 72.0 FEET EAST
 NF1340'OF THE CENTERLINE OF WOODBURY ROAD, AND 94.5 FEET SOUTHWEST OF THE
 NF1340'MAILBOX NO. 10985.
 NF1340'
 NF1340'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1340'HCM, 76001, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1340'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 NF1340'40.0 FEET WEST OF THE CENTERLINE OF WOODBURY ROAD, 37.0 FEET SOUTH
 NF1340'OF A TELEPHONE POLE, AND 4.5 FEET NORTHWEST OF A STEEL WITNESS
 NF1340'POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1340'AZI MARK, ROW, 76001 SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 NF1340'44 INCHES BELOW THE GROUND SURFACE.
 NF1340'
 NF1340'NEAREST TOWN--LAINSBURG.
 NF1340'
 NF1340'HEIGHT OF LIGHT ABOVE STATION MARK 0.85 METERS.
 NF1340
 NF1340                          STATION RECOVERY (1995)
 NF1340
 NF1340'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1340'RECOVERED IN GOOD CONDITION.
 NF1340
 NF1340                          STATION RECOVERY (2001)
 NF1340
 NF1340'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1340'NOTE, STATION MARK, RM 1 AND AZIMUTH NOT FOUND. ROAD WORK OF SHOULDER
 NF1340'OF ROADWAY MAY HAVE COVERED OR DISTURBED THESE MARKERS.  RM 2 WAS
 NF1340'FOUND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1341 ***********************************************************************
 NF1341  DESIGNATION -  76001 MIDOT RM 1 1976
 NF1341  PID         -  NF1341
 NF1341  STATE/COUNTY-  MI/SHIAWASSEE
 NF1341  USGS QUAD   -  SHAFTSBURG (1972)
 NF1341
 NF1341                         *CURRENT SURVEY CONTROL
 NF1341  ___________________________________________________________________
 NF1341* NAD 83(1994)-  42 50 01.53432(N)    084 20 34.75357(W)     ADJUSTED  
 NF1341* NAVD 88     -       260.1    (meters)     853.     (feet)  VERTCON   
 NF1341  ___________________________________________________________________
 NF1341  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NF1341  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF1341
 NF1341  HORZ ORDER  -  SECOND
 NF1341
 NF1341.The horizontal coordinates were established by classical geodetic methods
 NF1341.and adjusted by the National Geodetic Survey in February 1997..
 NF1341
 NF1341.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1341
 NF1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1341
 NF1341.The geoid height was determined by GEOID03.
 NF1341
 NF1341;                    North         East     Units Scale Factor Converg.
 NF1341;SPC MI S     -   148,150.702 4,001,935.872   MT  0.99990728   +0 00 58.0
 NF1341;SPC MI S     -   486,058.73 13,129,710.87   iFT  0.99990728   +0 00 58.0
 NF1341;UTM  16      - 4,745,778.921   717,157.683   MT  1.00018019   +1 48 25.7
 NF1341
 NF1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1341!SPC MI S     -   0.99996442  x   0.99990728  =   0.99987170
 NF1341!UTM  16      -   0.99996442  x   1.00018019  =   1.00014460
 NF1341
 NF1341:                Primary Azimuth Mark                     Grid Az
 NF1341:SPC MI S     -  SZARKA                                   247 46 19.0
 NF1341:UTM  16      -  SZARKA                                   245 58 51.3
 NF1341
 NF1341|---------------------------------------------------------------------|
 NF1341| PID    Reference Object                     Distance      Geod. Az  |
 NF1341|                                                           dddmmss.s |
 NF1341| NF1338 SZARKA                              APPROX. 2.7 KM 2474717.0 |
 NF1341| NF1340 76001                                 7.169 METERS 28012     |
 NF1341|---------------------------------------------------------------------|
 NF1341
 NF1341                          SUPERSEDED SURVEY CONTROL
 NF1341
 NF1341  NAD 83(1986)-  42 50 01.53345(N)    084 20 34.77277(W) AD(       ) 2
 NF1341  NAD 27      -  42 50 01.41314(N)    084 20 34.87367(W) AD(       ) 2
 NF1341  NGVD 29 (07/19/86)  260.2    (m)          854.     (f) VERT ANG       
 NF1341
 NF1341.Superseded values are not recommended for survey control.
 NF1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1341.See file dsdata.txt to determine how the superseded data were derived.
 NF1341
 NF1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1715845779(NAD 83)
 NF1341_MARKER: DD = SURVEY DISK
 NF1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1341+STABILITY: SURFACE MOTION
 NF1341
 NF1341  HISTORY     - Date     Condition        Report By
 NF1341  HISTORY     - 1976     MONUMENTED       MIDH
 NF1341  HISTORY     - 19950831 GOOD             USPSQD
 NF1341  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1341
 NF1341                          STATION DESCRIPTION
 NF1341
 NF1341'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1341'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM
 NF1341'76001, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1341'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 19.5 FEET NORTH OF
 NF1341'THE CENTERLINE OF BRITTON ROAD, 53.5 FEET WEST-NORTHWEST OF A
 NF1341'MAILBOX NO. 10985 AND 59.0 FEET SOUTH OF THE SOUTHWEST CORNER OF
 NF1341'A FRAME HOUSE (NO. 10985).
 NF1341
 NF1341                          STATION RECOVERY (1995)
 NF1341
 NF1341'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1341'RECOVERED IN GOOD CONDITION.
 NF1341
 NF1341                          STATION RECOVERY (2001)
 NF1341
 NF1341'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1341'ROAD WORK IN DITCH MAY HAVE COVERED OR DISTURBED RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1331 ***********************************************************************
 NF1331  DESIGNATION -  76002
 NF1331  PID         -  NF1331
 NF1331  STATE/COUNTY-  MI/SHIAWASSEE
 NF1331  USGS QUAD   -  SHAFTSBURG (1972)
 NF1331
 NF1331                         *CURRENT SURVEY CONTROL
 NF1331  ___________________________________________________________________
 NF1331* NAD 83(1994)-  42 48 30.82143(N)    084 18 38.50274(W)     ADJUSTED  
 NF1331* NAVD 88     -       270.5    (meters)     887.     (feet)  VERTCON   
 NF1331  ___________________________________________________________________
 NF1331  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 NF1331  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NF1331
 NF1331  HORZ ORDER  -  SECOND
 NF1331
 NF1331.The horizontal coordinates were established by classical geodetic methods
 NF1331.and adjusted by the National Geodetic Survey in February 1997..
 NF1331
 NF1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1331
 NF1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1331
 NF1331.The geoid height was determined by GEOID03.
 NF1331
 NF1331;                    North         East     Units Scale Factor Converg.
 NF1331;SPC MI S     -   145,352.980 4,004,577.688   MT  0.99990777   +0 02 17.1
 NF1331;SPC MI S     -   476,879.86 13,138,378.24   iFT  0.99990777   +0 02 17.1
 NF1331;UTM  16      - 4,743,064.354   719,886.392   MT  1.00019487   +1 49 41.7
 NF1331
 NF1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1331!SPC MI S     -   0.99996279  x   0.99990777  =   0.99987056
 NF1331!UTM  16      -   0.99996279  x   1.00019487  =   1.00015765
 NF1331
 NF1331|---------------------------------------------------------------------|
 NF1331| PID    Reference Object                     Distance      Geod. Az  |
 NF1331|                                                           dddmmss.s |
 NF1331| CH0675 76002 RM 1                            8.043 METERS 11333     |
 NF1331| NF1330 76002 MIDOT RM 2 1976                 7.294 METERS 20459     |
 NF1331| CH0674 76002 AZ MK                                        2541000.8 |
 NF1331|---------------------------------------------------------------------|
 NF1331
 NF1331                          SUPERSEDED SURVEY CONTROL
 NF1331
 NF1331  NAD 83(1986)-  42 48 30.82086(N)    084 18 38.52275(W) AD(       ) 2
 NF1331  NAD 27      -  42 48 30.69946(N)    084 18 38.62807(W) AD(       ) 2
 NF1331  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 NF1331
 NF1331.Superseded values are not recommended for survey control.
 NF1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1331.See file dsdata.txt to determine how the superseded data were derived.
 NF1331
 NF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1988643064(NAD 83)
 NF1331_MARKER: DD = SURVEY DISK
 NF1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1331_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1331
 NF1331  HISTORY     - Date     Condition        Report By
 NF1331  HISTORY     - 1976     MONUMENTED       MIDH
 NF1331  HISTORY     - 1986     GOOD             USPSQD
 NF1331  HISTORY     - 19950602 GOOD             USPSQD
 NF1331  HISTORY     - 20030901 GOOD             GEOCAC
 NF1331
 NF1331                          STATION DESCRIPTION
 NF1331
 NF1331'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1331'THE STATION IS APPROXIMATELY 5 MILES WEST-SOUTHWEST OF PERRY AND
 NF1331'6-1/4 MILES SOUTH-SOUTHEAST OF LAINGSBURG (BOTH STRAIGHT LINE MEAS).
 NF1331'IT IS NEAR THE CENTER OF THE SOUTHWEST QUADRANT OF SECTION 23.
 NF1331'T 5 N, R 1 E, THIS BEING WOODHULL TWP.
 NF1331'
 NF1331'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP. I-69
 NF1331'NORTH OF PERRY, GO WESTERLY ON TEMP. I-69 5.28 MILES TO THE STATION
 NF1331'ON THE LEFT, SOUTH OF THE EASTBOUND LANES AS DESCRIBED.
 NF1331'
 NF1331'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON TEMP. I-69
 NF1331'0.65 MILES TO THE AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST
 NF1331'QUADRANT OF TEMP. I-69 AND COLBY LAKE RD. AS DESCRIBED OR USE
 NF1331'STATION 76003 MIDH OR STATION 76010 MIDH.
 NF1331'
 NF1331'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1331'CONTROL MARK, 76002, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1331'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1331'42 FEET SOUTH OF THE CENTERLINE OF EASTBOUND TEMP. I-69, 20 FEET
 NF1331'NORTH OF A R.O.W. FENCE, 17.5 FEET NORTH-NORTHWEST OF A 24 INCH
 NF1331'OAK TREE, AND 4.5 FEET NORTHWEST OF A STEEL WITNESS POST.  THE
 NF1331'UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1331'76002 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44
 NF1331'INCHES BELOW THE GROUND SURFACE.
 NF1331'
 NF1331'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1331'HCM, 76002, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1331'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1331'2.5 FEET NORTH OF A R.O.W. FENCE, 60 FEET SOUTH OF THE CENTERLINE
 NF1331'OF EASTBOUND TEMP. I-69, AND 9.5 FEET WEST-NORTHWEST OF A FENCE
 NF1331'CORNER.
 NF1331'
 NF1331'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1331'HCM, 76002, 1976.  RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1331'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 NF1331'2.0 FEET NORTH OF A R.O.W. FENCE, AND 27 FEET SOUTHEAST OF A 20
 NF1331'INCH OAK TREE, 62.5 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69.
 NF1331'
 NF1331'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1331'HCM, 76002, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1331'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 66
 NF1331'FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP I-69, 36 FEET WEST
 NF1331'OF THE CENTERLINE OF COLBY LAKE ROAD, 111 FEET SOUTH-SOUTHWEST OF
 NF1331'THE EAST END OF A R.O.W. FENCE, AND 4.0 FEET SOUTHEAST OF A STEEL
 NF1331'WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS DISK
 NF1331'STAMPED HCM, FA, AZI MARK, ROW, 76002 SET IN THE TOP OF AN
 NF1331'IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1331'
 NF1331'NEAREST TOWN--PERRY.
 NF1331'
 NF1331'HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS.
 NF1331
 NF1331                          STATION RECOVERY (1986)
 NF1331
 NF1331'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1331'RECOVERED IN GOOD CONDITION.
 NF1331
 NF1331                          STATION RECOVERY (1995)
 NF1331
 NF1331'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1331'RECOVERED IN GOOD CONDITION.
 NF1331
 NF1331                          STATION RECOVERY (2003)
 NF1331
 NF1331'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1330 ***********************************************************************
 NF1330  DESIGNATION -  76002 MIDOT RM 2 1976
 NF1330  PID         -  NF1330
 NF1330  STATE/COUNTY-  MI/SHIAWASSEE
 NF1330  USGS QUAD   -  SHAFTSBURG (1972)
 NF1330
 NF1330                         *CURRENT SURVEY CONTROL
 NF1330  ___________________________________________________________________
 NF1330* NAD 83(1994)-  42 48 30.60718(N)    084 18 38.63832(W)     ADJUSTED  
 NF1330* NAVD 88     -       270.5    (meters)     887.     (feet)  VERTCON   
 NF1330  ___________________________________________________________________
 NF1330  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 NF1330  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NF1330
 NF1330  HORZ ORDER  -  SECOND
 NF1330
 NF1330.The horizontal coordinates were established by classical geodetic methods
 NF1330.and adjusted by the National Geodetic Survey in February 1997..
 NF1330
 NF1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1330
 NF1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1330
 NF1330.The geoid height was determined by GEOID03.
 NF1330
 NF1330;                    North         East     Units Scale Factor Converg.
 NF1330;SPC MI S     -   145,346.368 4,004,574.612   MT  0.99990777   +0 02 17.0
 NF1330;SPC MI S     -   476,858.16 13,138,368.15   iFT  0.99990777   +0 02 17.0
 NF1330;UTM  16      - 4,743,057.646   719,883.524   MT  1.00019485   +1 49 41.6
 NF1330
 NF1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1330!SPC MI S     -   0.99996279  x   0.99990777  =   0.99987056
 NF1330!UTM  16      -   0.99996279  x   1.00019485  =   1.00015763
 NF1330
 NF1330|---------------------------------------------------------------------|
 NF1330| PID    Reference Object                     Distance      Geod. Az  |
 NF1330|                                                           dddmmss.s |
 NF1330| NF1331 76002                                 7.294 METERS 02459     |
 NF1330| NF1332 CLARK 1932 RM 3 1970                APPROX. 4.5 KM 1660301.6 |
 NF1330|---------------------------------------------------------------------|
 NF1330
 NF1330                          SUPERSEDED SURVEY CONTROL
 NF1330
 NF1330  NAD 83(1986)-  42 48 30.60660(N)    084 18 38.65833(W) AD(       ) 2
 NF1330  NAD 27      -  42 48 30.48519(N)    084 18 38.76366(W) AD(       ) 2
 NF1330  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 NF1330
 NF1330.Superseded values are not recommended for survey control.
 NF1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1330.See file dsdata.txt to determine how the superseded data were derived.
 NF1330
 NF1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1988443058(NAD 83)
 NF1330_MARKER: DD = SURVEY DISK
 NF1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1330+STABILITY: SURFACE MOTION
 NF1330
 NF1330  HISTORY     - Date     Condition        Report By
 NF1330  HISTORY     - 1976     MONUMENTED       MIDH
 NF1330  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 NF1330
 NF1330                          STATION DESCRIPTION
 NF1330
 NF1330'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1330'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1330'76002, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1330'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 NF1330'2.0 FEET NORTH OF A R.O.W. FENCE, AND 27 FEET SOUTHEAST OF A 20
 NF1330'INCH OAK TREE, 62.5 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69.
 NF1330
 NF1330                          STATION RECOVERY (1995)
 NF1330
 NF1330'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1342 ***********************************************************************
 NF1342  DESIGNATION -  76003
 NF1342  PID         -  NF1342
 NF1342  STATE/COUNTY-  MI/SHIAWASSEE
 NF1342  USGS QUAD   -  SHAFTSBURG (1972)
 NF1342
 NF1342                         *CURRENT SURVEY CONTROL
 NF1342  ___________________________________________________________________
 NF1342* NAD 83(1994)-  42 48 16.34617(N)    084 19 42.47612(W)     ADJUSTED  
 NF1342* NAVD 88     -       268.     (meters)     879.     (feet)  VERTCON   
 NF1342  ___________________________________________________________________
 NF1342  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 NF1342  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF1342
 NF1342  HORZ ORDER  -  SECOND
 NF1342
 NF1342.The horizontal coordinates were established by classical geodetic methods
 NF1342.and adjusted by the National Geodetic Survey in February 1997..
 NF1342
 NF1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1342
 NF1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1342
 NF1342.The geoid height was determined by GEOID03.
 NF1342
 NF1342;                    North         East     Units Scale Factor Converg.
 NF1342;SPC MI S     -   144,905.531 4,003,124.520   MT  0.99990786   +0 01 33.6
 NF1342;SPC MI S     -   475,411.85 13,133,610.63   iFT  0.99990786   +0 01 33.6
 NF1342;UTM  16      - 4,742,571.589   718,447.504   MT  1.00018711   +1 48 57.7
 NF1342
 NF1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1342!SPC MI S     -   0.99996320  x   0.99990786  =   0.99987106
 NF1342!UTM  16      -   0.99996320  x   1.00018711  =   1.00015030
 NF1342
 NF1342:                Primary Azimuth Mark                     Grid Az
 NF1342:SPC MI S     -  76002                                    072 53 08.5
 NF1342:UTM  16      -  76002                                    071 05 44.4
 NF1342
 NF1342|---------------------------------------------------------------------|
 NF1342| PID    Reference Object                     Distance      Geod. Az  |
 NF1342|                                                           dddmmss.s |
 NF1342| NF1331 76002                               APPROX. 1.5 KM 0725442.1 |
 NF1342| CH0676 76003 RM 1                            9.508 METERS 07256     |
 NF1342| CH0677 76003 RM 2                           11.300 METERS 34118     |
 NF1342|---------------------------------------------------------------------|
 NF1342
 NF1342                          SUPERSEDED SURVEY CONTROL
 NF1342
 NF1342  NAD 83(1986)-  42 48 16.34557(N)    084 19 42.49600(W) AD(       ) 2
 NF1342  NAD 27      -  42 48 16.22404(N)    084 19 42.59904(W) AD(       ) 2
 NF1342  NGVD 29 (07/19/86)  268.     (m)          879.     (f) VERT ANG       
 NF1342
 NF1342.Superseded values are not recommended for survey control.
 NF1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1342.See file dsdata.txt to determine how the superseded data were derived.
 NF1342
 NF1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1844842572(NAD 83)
 NF1342_MARKER: DD = SURVEY DISK
 NF1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1342
 NF1342  HISTORY     - Date     Condition        Report By
 NF1342  HISTORY     - 1976     MONUMENTED       MIDH
 NF1342  HISTORY     - 1986     GOOD             USPSQD
 NF1342  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1342
 NF1342                          STATION DESCRIPTION
 NF1342
 NF1342'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1342'THE STATION IS ABOUT 2 MILES WEST OF SHAFTBURG AT THE INTERSECTION
 NF1342'OF TEMP.-I-69 AND BEARD ROAD IN SHIAWASSEE COUNTY, WOODHULL
 NF1342'TOWNSHIP, T5N, R1E, SW1/4 SECTION 22 ON STATE RIGHT OF WAY.
 NF1342'
 NF1342'TO REACH THE STATION FROM THE SHIAWASSEE-CLINTON COUNTY LINE AT
 NF1342'TEMP-I-69, GO EASTERLY ON TEMP-I-69 1.8 MILES TO THE STATION ON THE
 NF1342'LEFT, NORTH OF THE WEST BOUND LANES AND EAST OF THE CONNECTOR AND
 NF1342'BEARD ROAD TO THE WEST AS DESCRIBED.
 NF1342'
 NF1342'STATION 76002 MIDH OR 76004 MIDH CAN BE USED FOR AZIMUTH MARK.
 NF1342'76002 MIDH IS EAST ON TEMP-I-69 0.9 MILES ON THE RIGHT, AND 76004
 NF1342'MIDH IS WEST SOUTHWEST ON TEMP-I-69 1.9 MILES ON THE RIGHT.
 NF1342'
 NF1342'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1342'CONTROL MARK, 76003, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1342'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1342'IT IS 33 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, 85 FEET
 NF1342'SOUTHWEST OF TELEPHONE POLE, AND 6 FEET EAST OF WITNESS POST.
 NF1342'
 NF1342'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1342'76003.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1342'BELOW GROUND SURFACE.
 NF1342'
 NF1342'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1342'HCM, 76003 1976, RM 1.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1342'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 33 FEET
 NF1342'NORTH OF CENTER LINE WEST BOUND TEMP-I-69, AND 66.5 FEET SOUTH OF
 NF1342'TELEPHONE POLE.
 NF1342'
 NF1342'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1342'HCM, 76003 1976, RM 2.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1342'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 66 FEET
 NF1342'SOUTHWEST OF TELEPHONE POLE, AND 70 FEET NORTH OF CENTER LINE WEST
 NF1342'BOUND TEMP-I-69.
 NF1342'
 NF1342'NEAREST TOWN--SHAFTBURG.
 NF1342'
 NF1342'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1342
 NF1342                          STATION RECOVERY (1986)
 NF1342
 NF1342'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1342'RECOVERED IN GOOD CONDITION.
 NF1342
 NF1342                          STATION RECOVERY (2001)
 NF1342
 NF1342'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1339 ***********************************************************************
 NF1339  DESIGNATION -  76004
 NF1339  PID         -  NF1339
 NF1339  STATE/COUNTY-  MI/CLINTON
 NF1339  USGS QUAD   -  SHAFTSBURG (1972)
 NF1339
 NF1339                         *CURRENT SURVEY CONTROL
 NF1339  ___________________________________________________________________
 NF1339* NAD 83(1994)-  42 47 44.31346(N)    084 21 49.82212(W)     ADJUSTED  
 NF1339* NAVD 88     -       264.2    (meters)     867.     (feet)  VERTCON   
 NF1339  ___________________________________________________________________
 NF1339  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NF1339  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NF1339
 NF1339  HORZ ORDER  -  SECOND
 NF1339
 NF1339.The horizontal coordinates were established by classical geodetic methods
 NF1339.and adjusted by the National Geodetic Survey in February 1997..
 NF1339
 NF1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1339
 NF1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1339
 NF1339.The geoid height was determined by GEOID03.
 NF1339
 NF1339;                    North         East     Units Scale Factor Converg.
 NF1339;SPC MI S     -   143,916.451 4,000,231.273   MT  0.99990809   +0 00 06.9
 NF1339;SPC MI S     -   472,166.83 13,124,118.35   iFT  0.99990809   +0 00 06.9
 NF1339;UTM  16      - 4,741,492.331   715,585.784   MT  1.00017183   +1 47 30.0
 NF1339
 NF1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1339!SPC MI S     -   0.99996379  x   0.99990809  =   0.99987188
 NF1339!UTM  16      -   0.99996379  x   1.00017183  =   1.00013561
 NF1339
 NF1339|---------------------------------------------------------------------|
 NF1339| PID    Reference Object                     Distance      Geod. Az  |
 NF1339|                                                           dddmmss.s |
 NF1339| CH0678 76004 RM 1                            8.955 METERS 06146     |
 NF1339| NF1342 76003                               APPROX. 3.1 KM 0710742.7 |
 NF1339| CH0679 76004 RM 2                           13.957 METERS 24114     |
 NF1339|---------------------------------------------------------------------|
 NF1339
 NF1339                          SUPERSEDED SURVEY CONTROL
 NF1339
 NF1339  NAD 83(1986)-  42 47 44.31270(N)    084 21 49.84179(W) AD(       ) 2
 NF1339  NAD 27      -  42 47 44.19070(N)    084 21 49.94036(W) AD(       ) 2
 NF1339  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 NF1339
 NF1339.Superseded values are not recommended for survey control.
 NF1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1339.See file dsdata.txt to determine how the superseded data were derived.
 NF1339
 NF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1558641492(NAD 83)
 NF1339_MARKER: DD = SURVEY DISK
 NF1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1339_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1339
 NF1339  HISTORY     - Date     Condition        Report By
 NF1339  HISTORY     - 1976     MONUMENTED       MIDH
 NF1339  HISTORY     - 19960712 MARK NOT FOUND   USPSQD
 NF1339
 NF1339                          STATION DESCRIPTION
 NF1339
 NF1339'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1339'THE STATION IS APPROXIMATELY 6-1/2 MILES SOUTH-SOUTHEAST OF
 NF1339'LAINGSBURG, 7-1/2 MILES NORTHEAST OF EAST LANSING, AND 4 MILES
 NF1339'NORTH-NORTHEAST OF THE VILLAGE OF HASLETT.  IT IS IN THE NORTHWEST
 NF1339'QUARTER OF SECTION 29.  T 5 N, R 1 E, THIS BEING WOODHULL TWP.
 NF1339'
 NF1339'TO REACH THE STATION FROM THE SHIAWASSEE AND CLINTON COUNTY LINE ON
 NF1339'TEMP. I-69 GO TO THE NORTHEAST QUADRANT OF THE COUNTY LINE AND TEMP.
 NF1339'I-69 AND FIND THE STATION APPROX. 55 FEET EAST OF THE COUNTY LINE
 NF1339'AS DESCRIBED.
 NF1339'
 NF1339'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1339'AND STATION 76003 MIDH AND STATION 19017 MIDH COULD BE SIGHTED.
 NF1339'
 NF1339'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1339'CONTROL MARK, 76004, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1339'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1339'52 FEET NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 28 FEET
 NF1339'EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 37.5 FEET SOUTH-SOUTHWEST
 NF1339'OF A POWER POLE, AND 5.0 FEET WEST-SOUTHWEST OF A WITNESS POST.
 NF1339'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1339'ROW, 76004 SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT
 NF1339'44 INCHES BELOW THE GROUND.
 NF1339'
 NF1339'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1339'HCM, 76004, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1339'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 44
 NF1339'FEET NORTHWEST OF A MAILBOX (NO. 10544), 52 FEET NORTH OF THE
 NF1339'CENTERLINE OF WESTBOUND TEMP. I-69, AND 34 FEET SOUTH SOUTHEAST
 NF1339'OF A POWER POLE.
 NF1339'
 NF1339'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1339'HCM, 76004, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1339'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 53 FEET
 NF1339'NORTH OF THE CENTERLINE OF WESTBOUND TEMP. I-69, 35 FEET NORTHEAST
 NF1339'OF CLINTON COUNTY SIGN, AND 73 FEET SOUTHWEST OF A POWER POLE.
 NF1339'
 NF1339'NEAREST TOWN--LAINSBURG.
 NF1339'
 NF1339'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1339
 NF1339                          STATION RECOVERY (1996)
 NF1339
 NF1339'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1255 ***********************************************************************
 NF1255  DESIGNATION -  76005
 NF1255  PID         -  NF1255
 NF1255  STATE/COUNTY-  MI/SHIAWASSEE
 NF1255  USGS QUAD   -  PERRY (1972)
 NF1255
 NF1255                         *CURRENT SURVEY CONTROL
 NF1255  ___________________________________________________________________
 NF1255* NAD 83(1994)-  42 47 41.77975(N)    084 13 39.67425(W)     ADJUSTED  
 NF1255* NAVD 88     -       267.6    (meters)     878.     (feet)  VERTCON   
 NF1255  ___________________________________________________________________
 NF1255  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NF1255  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NF1255
 NF1255  HORZ ORDER  -  SECOND
 NF1255
 NF1255.The horizontal coordinates were established by classical geodetic methods
 NF1255.and adjusted by the National Geodetic Survey in February 1997..
 NF1255
 NF1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1255
 NF1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1255
 NF1255.The geoid height was determined by GEOID03.
 NF1255
 NF1255;                    North         East     Units Scale Factor Converg.
 NF1255;SPC MI S     -   143,847.652 4,011,369.076   MT  0.99990811   +0 05 40.5
 NF1255;SPC MI S     -   471,941.12 13,160,659.70   iFT  0.99990811   +0 05 40.5
 NF1255;UTM  16      - 4,741,771.493   726,723.574   MT  1.00023244   +1 53 03.3
 NF1255
 NF1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1255!SPC MI S     -   0.99996324  x   0.99990811  =   0.99987135
 NF1255!UTM  16      -   0.99996324  x   1.00023244  =   1.00019567
 NF1255
 NF1255|---------------------------------------------------------------------|
 NF1255| PID    Reference Object                     Distance      Geod. Az  |
 NF1255|                                                           dddmmss.s |
 NF1255| CH0681 76005 RM 1                            8.947 METERS 00606     |
 NF1255| CH0680 76005 AZ MK                                        1763417.6 |
 NF1255| NF1254 76005 MIDOT RM 2 1976                 7.252 METERS 18710     |
 NF1255| NF1282 WILLIAMSTON AMER COMMUNIC MAST      APPROX. 5.8 KM 2014534.6 |
 NF1255|---------------------------------------------------------------------|
 NF1255
 NF1255                          SUPERSEDED SURVEY CONTROL
 NF1255
 NF1255  NAD 83(1986)-  42 47 41.77916(N)    084 13 39.69426(W) AD(       ) 2
 NF1255  NAD 27      -  42 47 41.65744(N)    084 13 39.80947(W) AD(       ) 2
 NF1255  NGVD 29 (07/19/86)  267.7    (m)          878.     (f) VERT ANG       
 NF1255
 NF1255.Superseded values are not recommended for survey control.
 NF1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1255.See file dsdata.txt to determine how the superseded data were derived.
 NF1255
 NF1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2672441771(NAD 83)
 NF1255_MARKER: DD = SURVEY DISK
 NF1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1255
 NF1255  HISTORY     - Date     Condition        Report By
 NF1255  HISTORY     - 1976     MONUMENTED       MIDH
 NF1255  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF1255
 NF1255                          STATION DESCRIPTION
 NF1255
 NF1255'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1255'THE STATION IS APPROXIMATELY 2 MILES (STRAIGHT LINE MEAS.) SOUTH OF
 NF1255'PERRY.  IT IS NEAR THE CENTER OF THE NORTH HALF OF SECTION 28.  T 5
 NF1255'N, R 2 E, THIS BEING PERRY TWP.
 NF1255'
 NF1255'TO REACH THE STATION FROM THE SHIAWASSEE AND INGHAM COUNTY LINE ON
 NF1255'M-52, GO NORTH ON M-52 1.6 MILES TO THE STATION ON THE LEFT AS
 NF1255'DESCRIBED.
 NF1255'
 NF1255'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON M-52 0.6 MILES
 NF1255'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 NF1255'
 NF1255'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1255'CONTROL MARK, 76005, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1255'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1255'39 FEET WEST OF THE CENTERLINE OF M-52, 29 FEET SOUTHEAST OF A 29
 NF1255'INCH OAK, AND 4.5 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND
 NF1255'MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW, 76005 SET IN
 NF1255'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 44 INCHES BELOW
 NF1255'THE GROUND.
 NF1255'
 NF1255'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1255'HCM, 76005, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1255'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS
 NF1255'35 FEET WEST OF THE CENTERLINE OF M-52, AND 22 FEET SOUTHWEST OF A
 NF1255'29 INCH OAK.
 NF1255'
 NF1255'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1255'HCM, 76005, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1255'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS
 NF1255'42.8 FEET WEST OF THE CENTERLINE OF M-52, AND 49 FEET
 NF1255'EAST-NORTHEAST OF A 29 INCH OAK.
 NF1255'
 NF1255'THE AZIMUTH MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1255'HCM, 76005, 1976, AZI MARK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1255'CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 NF1255'IT IS 47.4 FEET EAST OF THE CENTERLINE OF M-52, 8 FEET WEST OF A 2
 NF1255'STRAND BARBED WIRE FENCE, 35 FEET NORTHEAST OF THE NORTH END OF
 NF1255'A BRIDGE RAIL, AND 5 FEET SOUTHWEST OF A STEEL WITNESS POST.
 NF1255'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1255'AZI MARK, ROW, 76005.  SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1255'CONCRETE 48 INCHES BELOW GROUND SURFACE.
 NF1255'
 NF1255'NEAREST TOWN--PERRY.
 NF1255'
 NF1255'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1255
 NF1255                          STATION RECOVERY (1995)
 NF1255
 NF1255'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1254 ***********************************************************************
 NF1254  DESIGNATION -  76005 MIDOT RM 2 1976
 NF1254  PID         -  NF1254
 NF1254  STATE/COUNTY-  MI/SHIAWASSEE
 NF1254  USGS QUAD   -  PERRY (1972)
 NF1254
 NF1254                         *CURRENT SURVEY CONTROL
 NF1254  ___________________________________________________________________
 NF1254* NAD 83(1994)-  42 47 41.54657(N)    084 13 39.71402(W)     ADJUSTED  
 NF1254* NAVD 88     -       267.5    (meters)     878.     (feet)  VERTCON   
 NF1254  ___________________________________________________________________
 NF1254  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 NF1254  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NF1254
 NF1254  HORZ ORDER  -  SECOND
 NF1254
 NF1254.The horizontal coordinates were established by classical geodetic methods
 NF1254.and adjusted by the National Geodetic Survey in February 1997..
 NF1254
 NF1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1254
 NF1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1254
 NF1254.The geoid height was determined by GEOID03.
 NF1254
 NF1254;                    North         East     Units Scale Factor Converg.
 NF1254;SPC MI S     -   143,840.456 4,011,368.184   MT  0.99990811   +0 05 40.5
 NF1254;SPC MI S     -   471,917.51 13,160,656.77   iFT  0.99990811   +0 05 40.5
 NF1254;UTM  16      - 4,741,764.270   726,722.907   MT  1.00023244   +1 53 03.2
 NF1254
 NF1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1254!SPC MI S     -   0.99996326  x   0.99990811  =   0.99987137
 NF1254!UTM  16      -   0.99996326  x   1.00023244  =   1.00019569
 NF1254
 NF1254|---------------------------------------------------------------------|
 NF1254| PID    Reference Object                     Distance      Geod. Az  |
 NF1254|                                                           dddmmss.s |
 NF1254| NF1255 76005                                 7.252 METERS 00710     |
 NF1254| NF1332 CLARK 1932 RM 3 1970                APPROX. 6.4 KM 2433254.2 |
 NF1254|---------------------------------------------------------------------|
 NF1254
 NF1254                          SUPERSEDED SURVEY CONTROL
 NF1254
 NF1254  NAD 83(1986)-  42 47 41.54598(N)    084 13 39.73403(W) AD(       ) 2
 NF1254  NAD 27      -  42 47 41.42426(N)    084 13 39.84923(W) AD(       ) 2
 NF1254  NGVD 29 (07/19/86)  267.6    (m)          878.     (f) VERT ANG       
 NF1254
 NF1254.Superseded values are not recommended for survey control.
 NF1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1254.See file dsdata.txt to determine how the superseded data were derived.
 NF1254
 NF1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2672341764(NAD 83)
 NF1254_MARKER: DD = SURVEY DISK
 NF1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1254+STABILITY: SURFACE MOTION
 NF1254
 NF1254  HISTORY     - Date     Condition        Report By
 NF1254  HISTORY     - 1976     MONUMENTED       MIDH
 NF1254  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF1254
 NF1254                          STATION DESCRIPTION
 NF1254
 NF1254'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1254'STATION MARK IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T, HCM,
 NF1254'76005, 1976, RM 2, SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1254'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 42.8 FEET
 NF1254'WEST OF THE CENTERLINE OF M-52, AND 49 FEET EAST-NORTHEAST OF A 29
 NF1254'INCH OAK.
 NF1254
 NF1254                          STATION RECOVERY (1995)
 NF1254
 NF1254'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1265 ***********************************************************************
 NF1265  DESIGNATION -  76006
 NF1265  PID         -  NF1265
 NF1265  STATE/COUNTY-  MI/SHIAWASSEE
 NF1265  USGS QUAD   -  PERRY (1972)
 NF1265
 NF1265                         *CURRENT SURVEY CONTROL
 NF1265  ___________________________________________________________________
 NF1265* NAD 83(1994)-  42 50 48.09810(N)    084 11 23.33148(W)     ADJUSTED  
 NF1265* NAVD 88     -       267.8    (meters)     879.     (feet)  VERTCON   
 NF1265  ___________________________________________________________________
 NF1265  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NF1265  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1265
 NF1265  HORZ ORDER  -  SECOND
 NF1265
 NF1265.The horizontal coordinates were established by classical geodetic methods
 NF1265.and adjusted by the National Geodetic Survey in February 1997..
 NF1265
 NF1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1265
 NF1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1265
 NF1265.The geoid height was determined by GEOID03.
 NF1265
 NF1265;                    North         East     Units Scale Factor Converg.
 NF1265;SPC MI S     -   149,602.354 4,014,455.160   MT  0.99990710   +0 07 13.3
 NF1265;SPC MI S     -   490,821.37 13,170,784.65   iFT  0.99990710   +0 07 13.3
 NF1265;UTM  16      - 4,747,621.762   729,629.304   MT  1.00024875   +1 54 42.7
 NF1265
 NF1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1265!SPC MI S     -   0.99996321  x   0.99990710  =   0.99987031
 NF1265!UTM  16      -   0.99996321  x   1.00024875  =   1.00021195
 NF1265
 NF1265:                Primary Azimuth Mark                     Grid Az
 NF1265:SPC MI S     -  76007                                    050 44 00.9
 NF1265:UTM  16      -  76007                                    048 56 31.5
 NF1265
 NF1265|---------------------------------------------------------------------|
 NF1265| PID    Reference Object                     Distance      Geod. Az  |
 NF1265|                                                           dddmmss.s |
 NF1265| NF1259 76007                               APPROX. 1.7 KM 0505114.2 |
 NF1265| CH0682 76006 RM 1                            8.794 METERS 05303     |
 NF1265| CH0683 76006 RM 2                            9.832 METERS 23119     |
 NF1265|---------------------------------------------------------------------|
 NF1265
 NF1265                          SUPERSEDED SURVEY CONTROL
 NF1265
 NF1265  NAD 83(1986)-  42 50 48.09731(N)    084 11 23.35182(W) AD(       ) 2
 NF1265  NAD 27      -  42 50 47.97802(N)    084 11 23.47078(W) AD(       ) 2
 NF1265  NGVD 29 (07/19/86)  267.9    (m)          879.     (f) VERT ANG       
 NF1265
 NF1265.Superseded values are not recommended for survey control.
 NF1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1265.See file dsdata.txt to determine how the superseded data were derived.
 NF1265
 NF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2962947622(NAD 83)
 NF1265_MARKER: DD = SURVEY DISK
 NF1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1265_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1265
 NF1265  HISTORY     - Date     Condition        Report By
 NF1265  HISTORY     - 1976     MONUMENTED       MIDH
 NF1265  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 NF1265
 NF1265                          STATION DESCRIPTION
 NF1265
 NF1265'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1265'THE STATION IS ABOUT 2 MILES NORTHEAST OF PERRY, 6 MILES SOUTHWEST
 NF1265'OF BANCROFT ON TEMP-I-69 IN SHIAWASEE COUNTY, PERRY TOWNSHIP, T5N,
 NF1265'R2E, NE1/4 SECTION 11 ON STATE RIGHT OF WAY.
 NF1265'
 NF1265'TO REACH THE STATION FROM THE INTERSECTION OF TEMP-I-69 AND M-52 AT
 NF1265'PERRY, GO EAST NORTHEAST ON I-69 1.75 MILES TO THE STATION ON THE
 NF1265'RIGHT AS DESCRIBED.
 NF1265'
 NF1265'TO REACH STATION 76007 FOR AZIMUTH MARK GO NORTHEAST ALONG I-69
 NF1265'1 MILE TO THE STATION ON THE NORTH SIDE OF SOUTHBOUND I-69.
 NF1265'
 NF1265'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1265'CONTROL MARK, 76006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1265'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1265'IT IS 37 FEET SOUTH OF CENTER LINE NORTH BOUND I-69, 77 FEET NORTH
 NF1265'OF ROW FENCE, 38.5 FEET EAST OF PAVEMENT STATION STENCIL NO.
 NF1265'813+00, AND 5 FEET SOUTH OF WITNESS POST.
 NF1265'
 NF1265'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1265'76006.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1265'BELOW GROUND SURFACE.
 NF1265'
 NF1265'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1,
 NF1265'HCM, 76006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1265'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1265'SURFACE.  IT IS 36.5 FEET SOUTH OF CENTER LINE NORTH BOUND I-69,
 NF1265'76.5 FEET NORTH OF ROW FENCE, AND 46 FEET SOUTHWEST OF PAVEMENT
 NF1265'STATION STENCIL 814+00.
 NF1265'
 NF1265'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2,
 NF1265'HCM, 76006, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1265'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND
 NF1265'SURFACE.  IT IS 38.5 FEET SOUTH OF CENTER LINE NORTH BOUND I-69,
 NF1265'77 FEET NORTH OF ROW FENCE, AND 25 FEET SOUTHEAST OF PAVEMENT
 NF1265'STATION STENCIL NO. 813+00.
 NF1265'
 NF1265'NEAREST TOWN--PERRY.
 NF1265'
 NF1265'HEIGHT OF LIGHT ABOVE STATION MARK 1.53 METERS.
 NF1265
 NF1265                          STATION RECOVERY (1995)
 NF1265
 NF1265'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1259 ***********************************************************************
 NF1259  DESIGNATION -  76007
 NF1259  PID         -  NF1259
 NF1259  STATE/COUNTY-  MI/SHIAWASSEE
 NF1259  USGS QUAD   -  PERRY (1972)
 NF1259
 NF1259                         *CURRENT SURVEY CONTROL
 NF1259  ___________________________________________________________________
 NF1259* NAD 83(1994)-  42 51 22.53004(N)    084 10 25.83133(W)     ADJUSTED  
 NF1259* NAVD 88     -       261.1    (meters)     857.     (feet)  VERTCON   
 NF1259  ___________________________________________________________________
 NF1259  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 NF1259  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1259
 NF1259  HORZ ORDER  -  SECOND
 NF1259
 NF1259.The horizontal coordinates were established by classical geodetic methods
 NF1259.and adjusted by the National Geodetic Survey in February 1997..
 NF1259
 NF1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1259
 NF1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1259
 NF1259.The geoid height was determined by GEOID03.
 NF1259
 NF1259;                    North         East     Units Scale Factor Converg.
 NF1259;SPC MI S     -   150,667.629 4,015,758.229   MT  0.99990700   +0 07 52.4
 NF1259;SPC MI S     -   494,316.37 13,175,059.81   iFT  0.99990700   +0 07 52.4
 NF1259;UTM  16      - 4,748,727.640   730,898.868   MT  1.00025594   +1 55 23.1
 NF1259
 NF1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1259!SPC MI S     -   0.99996426  x   0.99990700  =   0.99987126
 NF1259!UTM  16      -   0.99996426  x   1.00025594  =   1.00022019
 NF1259
 NF1259|---------------------------------------------------------------------|
 NF1259| PID    Reference Object                     Distance      Geod. Az  |
 NF1259|                                                           dddmmss.s |
 NF1259| CH0684 76007 RM 1                           10.074 METERS 02008     |
 NF1259| NF1265 76006                               APPROX. 1.7 KM 2305153.3 |
 NF1259| CH0685 76007 RM 2                            5.862 METERS 28909     |
 NF1259|---------------------------------------------------------------------|
 NF1259
 NF1259                          SUPERSEDED SURVEY CONTROL
 NF1259
 NF1259  NAD 83(1986)-  42 51 22.52923(N)    084 10 25.85164(W) AD(       ) 2
 NF1259  NAD 27      -  42 51 22.41024(N)    084 10 25.97248(W) AD(       ) 2
 NF1259  NGVD 29 (07/19/86)  261.2    (m)          857.     (f) VERT ANG       
 NF1259
 NF1259.Superseded values are not recommended for survey control.
 NF1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1259.See file dsdata.txt to determine how the superseded data were derived.
 NF1259
 NF1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3089948728(NAD 83)
 NF1259_MARKER: DD = SURVEY DISK
 NF1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1259_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1259
 NF1259  HISTORY     - Date     Condition        Report By
 NF1259  HISTORY     - 1976     MONUMENTED       MIDH
 NF1259  HISTORY     - 19950612 GOOD             USPSQD
 NF1259
 NF1259                          STATION DESCRIPTION
 NF1259
 NF1259'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1259'THE STATION IS ABOUT 3 MILES NORTHEAST OF PERRY, 5 MILES SOUTHWEST
 NF1259'OF BANCROFT ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY TOWNSHIP,
 NF1259'T5N, R2E, NE1/4 SECTION 1 ON STATE RIGHT OF WAY.
 NF1259'
 NF1259'TO REACH THE STATION FROM THE INTERSECTION OF TEMP-I-69 AND M-52 AT
 NF1259'PERRY, GO EAST NORTHEAST ON I-69 2.85 MILES TO THE STATION ON THE
 NF1259'LEFT AS DESCRIBED.
 NF1259'
 NF1259'TO REACH STATION 76006 MIDH FOR AZIMUTH MARK GO SOUTHWEST ALONG
 NF1259'I-69 1 MILE TO THE STATION ON THE SOUTH SIDE OF NORTHBOUND I-69.
 NF1259'
 NF1259'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1259'CONTROL MARK, 76007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1259'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1259'IT IS 81.7 FEET NORTH OF CENTER LINE SOUTH BOUND I-69, 21 FEET
 NF1259'SOUTH OF ROW FENCE, AND 4 FEET NORTH OF WITNESS POST.
 NF1259'
 NF1259'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1259'76007.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1259'BELOW GROUND SURFACE.
 NF1259'
 NF1259'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 1,
 NF1259'HCM, 76007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1259'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND
 NF1259'SURFACE.  IT IS 84 FEET NORTH OF CENTER LINE SOUTH BOUND I-69, AND
 NF1259'2.8 FEET SOUTH OF ROW FENCE.
 NF1259'
 NF1259'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED REFERENCE MARK 2
 NF1259'HCM, 76007, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1259'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND
 NF1259'SURFACE.  IT IS 98 FEET NORTH OF CENTER LINE SOUTH BOUND I-69, AND
 NF1259'4.8 FEET SOUTH OF ROW FENCE.
 NF1259'
 NF1259'NEAREST TOWN--PERRY.
 NF1259'
 NF1259'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1259
 NF1259                          STATION RECOVERY (1995)
 NF1259
 NF1259'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1248 ***********************************************************************
 NF1248  DESIGNATION -  76008
 NF1248  PID         -  NF1248
 NF1248  STATE/COUNTY-  MI/SHIAWASSEE
 NF1248  USGS QUAD   -  CORUNNA (1972)
 NF1248
 NF1248                         *CURRENT SURVEY CONTROL
 NF1248  ___________________________________________________________________
 NF1248* NAD 83(1994)-  42 54 35.08926(N)    084 03 07.85257(W)     ADJUSTED  
 NF1248* NAVD 88     -       257.4    (meters)     844.     (feet)  VERTCON   
 NF1248  ___________________________________________________________________
 NF1248  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 NF1248  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF1248
 NF1248  HORZ ORDER  -  SECOND
 NF1248
 NF1248.The horizontal coordinates were established by classical geodetic methods
 NF1248.and adjusted by the National Geodetic Survey in February 1997..
 NF1248
 NF1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1248
 NF1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1248
 NF1248.The geoid height was determined by GEOID03.
 NF1248
 NF1248;                    North         East     Units Scale Factor Converg.
 NF1248;SPC MI S     -   156,639.070 4,025,678.495   MT  0.99990697   +0 12 50.5
 NF1248;SPC MI S     -   513,907.71 13,207,606.61   iFT  0.99990697   +0 12 50.5
 NF1248;UTM  16      - 4,755,008.899   740,631.119   MT  1.00031240   +2 00 28.7
 NF1248;UTM  17      - 4,755,312.898   250,849.157   MT  1.00036375   -2 04 44.9
 NF1248
 NF1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1248!SPC MI S     -   0.99996486  x   0.99990697  =   0.99987183
 NF1248!UTM  16      -   0.99996486  x   1.00031240  =   1.00027725
 NF1248!UTM  17      -   0.99996486  x   1.00036375  =   1.00032860
 NF1248
 NF1248:                Primary Azimuth Mark                     Grid Az
 NF1248:SPC MI S     -  76009                                    061 02 13.7
 NF1248:UTM  16      -  76009                                    059 14 35.5
 NF1248:UTM  17      -  76009                                    063 19 49.1
 NF1248
 NF1248|---------------------------------------------------------------------|
 NF1248| PID    Reference Object                     Distance      Geod. Az  |
 NF1248|                                                           dddmmss.s |
 NF1248| NF1249 76009                               APPROX. 2.3 KM 0611504.2 |
 NF1248| CH0686 76008 RM 1                            6.786 METERS 11226     |
 NF1248| CH0687 76008 RM 2                            8.420 METERS 29209     |
 NF1248|---------------------------------------------------------------------|
 NF1248
 NF1248                          SUPERSEDED SURVEY CONTROL
 NF1248
 NF1248  NAD 83(1986)-  42 54 35.08789(N)    084 03 07.87359(W) AD(       ) 2
 NF1248  NAD 27      -  42 54 34.97227(N)    084 03 08.00625(W) AD(       ) 2
 NF1248  NGVD 29 (07/19/86)  257.5    (m)          845.     (f) VERT ANG       
 NF1248
 NF1248.Superseded values are not recommended for survey control.
 NF1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1248.See file dsdata.txt to determine how the superseded data were derived.
 NF1248
 NF1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4063155009(NAD 83)
 NF1248_MARKER: DD = SURVEY DISK
 NF1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1248_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1248
 NF1248  HISTORY     - Date     Condition        Report By
 NF1248  HISTORY     - 1976     MONUMENTED       MIDH
 NF1248
 NF1248                          STATION DESCRIPTION
 NF1248
 NF1248'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1248'THE STATION IS ABOUT 2-1/2 MILES NORTHEAST OF BANCROFT, 2-1/2 MILES
 NF1248'SOUTH SOUTHWEST OF VERNON ON TEMP-I-69 IN SHIAWASSE COUNTY,
 NF1248'SHIAWASSEE TWP.  T6N, R3E, SE 1/4 SECTION 13 ON STATE RIGHT OF
 NF1248'WAY.
 NF1248'
 NF1248'TO REACH THE STATION FROM THE INTERSECTION OF M-71 AND TEMP-I-69,
 NF1248'GO WESTERLY ON I-69 2.75 MILES TO THE STATION ON THE RIGHT NEAR
 NF1248'THE NORTHEAST CORNER OF THE NEWBURG ROAD BRIDGE AS DESCRIBED.
 NF1248'
 NF1248'TO REACH STATION 76009 MIDH FOR AZIMUTH MARK, GO NORTHEAST
 NF1248'ALONG TEMP-I-69 1.4 MILES TO THE STATION ON THE SOUTH SIDE OF
 NF1248'NORTH BOUND I-69, AND VERNON ROAD.
 NF1248'
 NF1248'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1248'CONTROL MARK, 76008, MDSH AND T, 1976.  SET IN THE TOP OF A 12
 NF1248'INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND
 NF1248'SURFACE.  IT IS 35 FEET NORTHEAST OF NORTH END OF BRIDGE RAIL,
 NF1248'26.5 FEET WEST OF NORTHEAST END BRIDGE WINGWALL, 83.9 FEET
 NF1248'SOUTHWEST OF FENCE CORNER POST, AND 4 FEET NORTHEAST OF WITNESS
 NF1248'POST.
 NF1248'
 NF1248'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA,
 NF1248'ROW, 76008 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1248'48 INCHES BELOW GROUND SURFACE.
 NF1248'
 NF1248'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED 76008,
 NF1248'REFERENCE MARK 1, MDSH AND T, 1976.  SET IN THE TOP STEP OF
 NF1248'NORTHEAST WINGWALL OF BRIDGE.  IT IS 79.8 FEET SOUTHWEST OF FENCE
 NF1248'CORNER POST, 5.2 FEET NORTHEAST OF BRIDGE CURB, AND 14 FEET
 NF1248'SOUTHWEST OF NORTHEAST END OF WINGWALL.
 NF1248'
 NF1248'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED 76008,
 NF1248'REFERENCE MARK 2, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1248'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 NF1248'GROUND SURFACE.  IT IS 96 FEET SOUTHWEST OF FENCE CORNER POST, 39
 NF1248'FEET NORTH OF NORTHWEST END BRIDGE RAIL, AND 4 FEET NORTHEAST OF
 NF1248'GUARD RAIL.
 NF1248'
 NF1248'NEAREST TOWN--BANCROFT.
 NF1248'
 NF1248'HEIGHT OF LIGHT ABOVE STATION MARK 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1249 ***********************************************************************
 NF1249  DESIGNATION -  76009
 NF1249  PID         -  NF1249
 NF1249  STATE/COUNTY-  MI/SHIAWASSEE
 NF1249  USGS QUAD   -  CORUNNA (1972)
 NF1249
 NF1249                         *CURRENT SURVEY CONTROL
 NF1249  ___________________________________________________________________
 NF1249* NAD 83(1994)-  42 55 10.87763(N)    084 01 39.06608(W)     ADJUSTED  
 NF1249* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 NF1249  ___________________________________________________________________
 NF1249  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 NF1249  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF1249
 NF1249  HORZ ORDER  -  SECOND
 NF1249
 NF1249.The horizontal coordinates were established by classical geodetic methods
 NF1249.and adjusted by the National Geodetic Survey in February 1997..
 NF1249
 NF1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1249
 NF1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1249
 NF1249.The geoid height was determined by GEOID03.
 NF1249
 NF1249;                    North         East     Units Scale Factor Converg.
 NF1249;SPC MI S     -   157,751.156 4,027,687.823   MT  0.99990706   +0 13 50.9
 NF1249;SPC MI S     -   517,556.29 13,214,198.89   iFT  0.99990706   +0 13 50.9
 NF1249;UTM  16      - 4,756,183.832   742,605.455   MT  1.00032414   +2 01 30.6
 NF1249;UTM  17      - 4,756,344.154   252,902.300   MT  1.00035121   -2 03 45.7
 NF1249
 NF1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1249!SPC MI S     -   0.99996562  x   0.99990706  =   0.99987268
 NF1249!UTM  16      -   0.99996562  x   1.00032414  =   1.00028975
 NF1249!UTM  17      -   0.99996562  x   1.00035121  =   1.00031682
 NF1249
 NF1249|---------------------------------------------------------------------|
 NF1249| PID    Reference Object                     Distance      Geod. Az  |
 NF1249|                                                           dddmmss.s |
 NF1249| CH0689 76009 RM 2                            6.884 METERS 17858     |
 NF1249| NF1248 76008                               APPROX. 2.3 KM 2411604.7 |
 NF1249| NF1274 MORRICE BELL MICROWAVE              APPROX.11.0 KM 2613531.2 |
 NF1249| CH0688 76009 RM 1                            7.280 METERS 35932     |
 NF1249|---------------------------------------------------------------------|
 NF1249
 NF1249                          SUPERSEDED SURVEY CONTROL
 NF1249
 NF1249  NAD 83(1986)-  42 55 10.87622(N)    084 01 39.08708(W) AD(       ) 2
 NF1249  NAD 27      -  42 55 10.76088(N)    084 01 39.22265(W) AD(       ) 2
 NF1249  NGVD 29 (07/19/86)  252.7    (m)          829.     (f) VERT ANG       
 NF1249
 NF1249.Superseded values are not recommended for survey control.
 NF1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1249.See file dsdata.txt to determine how the superseded data were derived.
 NF1249
 NF1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN4260556184(NAD 83)
 NF1249_MARKER: DD = SURVEY DISK
 NF1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1249_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1249
 NF1249  HISTORY     - Date     Condition        Report By
 NF1249  HISTORY     - 1976     MONUMENTED       MIDH
 NF1249  HISTORY     - 19950802 GOOD             USPSQD
 NF1249
 NF1249                          STATION DESCRIPTION
 NF1249
 NF1249'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1249'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF BANCROFT, 1-1/2
 NF1249'MILES SOUTH OF VERNON ON TEMP-I-69 IN SHIAWASEE COUNTY, VERNON
 NF1249'TOWNSHIP, T6N8 R4E, NE 1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1249'
 NF1249'TO REACH THE STATION FROM THE INTERSECTION OF M-71 AND TEMP-I-69,
 NF1249'GO WESTERLY ON I-69 1.25 MILES TO THE STATION ON THE LEFT NEAR THE
 NF1249'SOUTHWEST CORNER OF THE VERNON ROAD BRIDGE AS DESCRIBED.
 NF1249'
 NF1249'TO REACH STATION 76008 MIDH FOR AZIMUTH MARK, GO SOUTHWEST
 NF1249'ALONG TEMP-I-69 1.4 MILES TO THE STATION ON THE NORTH SIDE OF SOUTH
 NF1249'BOUND I-69, AND NEWBURG ROAD.
 NF1249'
 NF1249'THE STATION IS 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL CONTROL
 NF1249'MARK, 76009, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1249'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1249'IT IS 19.5 FEET WEST OF CENTER LINE VERNON ROAD, 3 FEET WEST OF
 NF1249'GUARD RAIL, 21 FEET SOUTH SOUTHEAST OF WEST END OF WINGWALL, AND
 NF1249'3 FEET SOUTHWEST OF WITNESS POST.
 NF1249'
 NF1249'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED FA, HCM, ROW,
 NF1249'76009 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1249'INCHES BELOW GROUND SURFACE.
 NF1249'
 NF1249'REFERENCE MARK 1 IS A 3-1/4 INCH BRASS DISK STAMPED 76009,
 NF1249'REFERENCE MARK 1, MDSH AND T, 1976.  SET IN THE TOP STEP OF
 NF1249'SOUTHWEST WINGWALL OF BRIDGE.  IT IS 11.6 FEET EAST NORTHEAST OF
 NF1249'WEST END OF WINGWALL, 19 FEET WEST OF CENTER LINE VERNON ROAD,
 NF1249'AND 5 FEET WEST OF BRIDGE CURB.
 NF1249'
 NF1249'REFERENCE MARK 2 IS A 3-1/4 INCH BRASS DISK STAMPED 76009, REFERENCE
 NF1249'MARK 2, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1249'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1249'IS 19 FEET WEST OF CENTER LINE VERNON ROAD, 3 FEET WEST OF GUARD
 NF1249'RAIL, AND 33 FEET EAST NORTHEAST OF FENCE CORNER POST.
 NF1249'
 NF1249'NEAREST TOWN--VERNON.
 NF1249'
 NF1249'HEIGHT OF LIGHT ABOVE STATION MARK 1.13 METERS.
 NF1249
 NF1249                          STATION RECOVERY (1995)
 NF1249
 NF1249'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1333 ***********************************************************************
 NF1333  DESIGNATION -  76010
 NF1333  PID         -  NF1333
 NF1333  STATE/COUNTY-  MI/SHIAWASSEE
 NF1333  USGS QUAD   -  SHAFTSBURG (1972)
 NF1333
 NF1333                         *CURRENT SURVEY CONTROL
 NF1333  ___________________________________________________________________
 NF1333* NAD 83(1994)-  42 48 44.26138(N)    084 17 49.88982(W)     ADJUSTED  
 NF1333* NAVD 88     -       268.4    (meters)     881.     (feet)  VERTCON   
 NF1333  ___________________________________________________________________
 NF1333  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 NF1333  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NF1333
 NF1333  HORZ ORDER  -  SECOND
 NF1333
 NF1333.The horizontal coordinates were established by classical geodetic methods
 NF1333.and adjusted by the National Geodetic Survey in February 1997..
 NF1333
 NF1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1333
 NF1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1333
 NF1333.The geoid height was determined by GEOID03.
 NF1333
 NF1333;                    North         East     Units Scale Factor Converg.
 NF1333;SPC MI S     -   145,768.496 4,005,681.752   MT  0.99990768   +0 02 50.2
 NF1333;SPC MI S     -   478,243.10 13,142,000.50   iFT  0.99990768   +0 02 50.2
 NF1333;UTM  16      - 4,743,514.288   720,977.252   MT  1.00020079   +1 50 15.2
 NF1333
 NF1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1333!SPC MI S     -   0.99996312  x   0.99990768  =   0.99987080
 NF1333!UTM  16      -   0.99996312  x   1.00020079  =   1.00016390
 NF1333
 NF1333|---------------------------------------------------------------------|
 NF1333| PID    Reference Object                     Distance      Geod. Az  |
 NF1333|                                                           dddmmss.s |
 NF1333| CH0690 76010 RM 1                            9.644 METERS 07302     |
 NF1333| NF1331 76002                               APPROX. 1.2 KM 2492524.2 |
 NF1333| CH0691 76010 RM 2                            8.844 METERS 25234     |
 NF1333|---------------------------------------------------------------------|
 NF1333
 NF1333                          SUPERSEDED SURVEY CONTROL
 NF1333
 NF1333  NAD 83(1986)-  42 48 44.26080(N)    084 17 49.90989(W) AD(       ) 2
 NF1333  NAD 27      -  42 48 44.13958(N)    084 17 50.01669(W) AD(       ) 2
 NF1333  NGVD 29 (07/19/86)  268.5    (m)          881.     (f) VERT ANG       
 NF1333
 NF1333.Superseded values are not recommended for survey control.
 NF1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1333.See file dsdata.txt to determine how the superseded data were derived.
 NF1333
 NF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2097743514(NAD 83)
 NF1333_MARKER: DD = SURVEY DISK
 NF1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1333_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1333
 NF1333  HISTORY     - Date     Condition        Report By
 NF1333  HISTORY     - 1976     MONUMENTED       MIDH
 NF1333  HISTORY     - 1986     GOOD             USPSQD
 NF1333  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF1333
 NF1333                          STATION DESCRIPTION
 NF1333
 NF1333'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1333'THE STATION IS ABOUT 1/2 MILE NORTH OF SHAFTBURG ON TEMP-I-69 IN
 NF1333'SHIAWASSEE COUNTY, WOODHULL TOWNSHIP, T5N, R1E, NE 1/4 SECTION 23 ON
 NF1333'STATE RIGHT OF WAY.
 NF1333'
 NF1333'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I69,
 NF1333'NORTH OF PERRY, GO WESTERLY ON WEST BOUND TEMP-I-69 4.5 MILES TO THE
 NF1333'STATION ON THE RIGHT AS DESCRIBED.
 NF1333'
 NF1333'TO REACH STATION 76002 MIDH FOR AZIMUTH MARK, GO SOUTHWEST ALONG
 NF1333'TEMP-I-69 0.7 MILES TO THE STATION ON THE SOUTH SIDE OF NORTH BOUND
 NF1333'I-69.
 NF1333'
 NF1333'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1333'CONTROL MARK, 76010, MDSH ANDT, 1976.  SET IN THE TOP OF A 12 INCH
 NF1333'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1333'IT IS 44 FEET NORTH OF CENTER LINE SOUTH BOUND TEMP-I-69, 49 FEET
 NF1333'SOUTHWEST OF SOUTH END OF SIGNBOARD NO. 6-0217, AND 4.5 FEET
 NF1333'NORTH OF WITNESS POST.
 NF1333'
 NF1333'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED 76010, FA, HCM,
 NF1333'ROW, 1976.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NF1333'INCHES BELOW GROUND SURFACE.
 NF1333'
 NF1333'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1333'HCM, 76010, RM 1, 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1333'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1333'IS 44 FEET NORTH OF CENTER LINE SOUTH BOUND TEMP-I-69, AND 28 FEET
 NF1333'SOUTH OF SOUTH END OF SIGNBOARD NO. 6-0217.
 NF1333'
 NF1333'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND T,
 NF1333'HCM, 76010 RM 2, 1976.  SET IN THE TOP OF A 12 INCH CYLINCRICAL
 NF1333'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1333'IS 44 FEET NORTH OF CENTER LINE SOUTH BOUND TEMP-I-69.
 NF1333'
 NF1333'NEAREST TOWN--SHAFTBURG.
 NF1333'
 NF1333'HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS.
 NF1333
 NF1333                          STATION RECOVERY (1986)
 NF1333
 NF1333'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1333'RECOVERED IN GOOD CONDITION.
 NF1333
 NF1333                          STATION RECOVERY (1995)
 NF1333
 NF1333'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1335 ***********************************************************************
 NF1335  DESIGNATION -  76011
 NF1335  PID         -  NF1335
 NF1335  STATE/COUNTY-  MI/SHIAWASSEE
 NF1335  USGS QUAD   -  SHAFTSBURG (1972)
 NF1335
 NF1335                         *CURRENT SURVEY CONTROL
 NF1335  ___________________________________________________________________
 NF1335* NAD 83(1994)-  42 48 58.57807(N)    084 16 31.88695(W)     ADJUSTED  
 NF1335* NAVD 88     -       270.6    (meters)     888.     (feet)  VERTCON   
 NF1335  ___________________________________________________________________
 NF1335  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 NF1335  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF1335
 NF1335  HORZ ORDER  -  SECOND
 NF1335
 NF1335.The horizontal coordinates were established by classical geodetic methods
 NF1335.and adjusted by the National Geodetic Survey in February 1997..
 NF1335
 NF1335.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1335
 NF1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1335
 NF1335.The geoid height was determined by GEOID03.
 NF1335
 NF1335;                    North         East     Units Scale Factor Converg.
 NF1335;SPC MI S     -   146,211.930 4,007,453.263   MT  0.99990760   +0 03 43.3
 NF1335;SPC MI S     -   479,697.93 13,147,812.54   iFT  0.99990760   +0 03 43.3
 NF1335;UTM  16      - 4,744,013.002   722,734.569   MT  1.00021038   +1 51 08.8
 NF1335
 NF1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1335!SPC MI S     -   0.99996277  x   0.99990760  =   0.99987037
 NF1335!UTM  16      -   0.99996277  x   1.00021038  =   1.00017314
 NF1335
 NF1335|---------------------------------------------------------------------|
 NF1335| PID    Reference Object                     Distance      Geod. Az  |
 NF1335|                                                           dddmmss.s |
 NF1335| CH0692 76011 RM 1                            7.778 METERS 05738     |
 NF1335| CH0693 76011 RM 2                            7.806 METERS 23645     |
 NF1335| NF1333 76010                               APPROX. 1.8 KM 2560031.8 |
 NF1335|---------------------------------------------------------------------|
 NF1335
 NF1335                          SUPERSEDED SURVEY CONTROL
 NF1335
 NF1335  NAD 83(1986)-  42 48 58.57748(N)    084 16 31.90708(W) AD(       ) 2
 NF1335  NAD 27      -  42 48 58.45649(N)    084 16 32.01634(W) AD(       ) 2
 NF1335  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 NF1335
 NF1335.Superseded values are not recommended for survey control.
 NF1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1335.See file dsdata.txt to determine how the superseded data were derived.
 NF1335
 NF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2273544013(NAD 83)
 NF1335_MARKER: DD = SURVEY DISK
 NF1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1335_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1335
 NF1335  HISTORY     - Date     Condition        Report By
 NF1335  HISTORY     - 1976     MONUMENTED       MIDH
 NF1335  HISTORY     - 1986     GOOD             USPSQD
 NF1335  HISTORY     - 19950901 GOOD             USPSQD
 NF1335
 NF1335                          STATION DESCRIPTION
 NF1335
 NF1335'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1335'THE STATION IS ABOUT 1 MILE NORTHEAST OF SHAFTBURG, 3-1/2 MILES WEST
 NF1335'SOUTHWEST OF PERRY ON TEMP-I-69 IN SHIAWASSEE COUNTY, WOODHULL
 NF1335'TOWNSHIP, T5N, R1E, NE 1/4 SECTION 24 ON STATE OF WAY.
 NF1335'
 NF1335'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP- I-69, GO
 NF1335'WESTERLY ON TEMP-I-69 3.27 MILES TO THE STATION ON THE LEFT, SOUTH
 NF1335'OF THE EAST BOUND LANE AS DESCRIBED.
 NF1335'
 NF1335'TO REACH STATION 76010 FOR AZIMUTH MARK, GO WESTERLY ON TEMP-I-69
 NF1335'1.1 MILES TO THE STATION ON THE NORTH SIDE OF WEST BOUND LANE OF
 NF1335'TEMP-I-69.
 NF1335'
 NF1335'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1335'CONTROL MARK, 76011, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1335'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1335'IT IS 65 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69, 4.5 FEET
 NF1335'NORTH NORTHWEST OF WITNESS POST, AND 65.5 FEET NORTHEAST OF POWER
 NF1335'POLE NO.  102.
 NF1335'
 NF1335'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1335'76011.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1335'BELOW GROUND SURFACE.
 NF1335'
 NF1335'REFERENCE MARK 1 IS A 3-1/4 INCH ALUM. DISK STAMPED REFERENCE MARK
 NF1335'1, HCM, 76011 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1335'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1335'IS 63 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69, AND 88.5
 NF1335'FEET
 NF1335'
 NF1335'REFERENCE MARK 2 IS A 3-1/4 INCH ALUM. DISK STAMPED REFERENCE MARK
 NF1335'2, HCM, 76011 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1335'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE GROUND SURFACE.  IT
 NF1335'IS 68 FEET SOUTH OF EAST BOUND TEMP-I-69, AND 45 FEET NORTHEAST OF
 NF1335'POWER POLE NO. 102.
 NF1335'
 NF1335'NEAREST TOWN--SHAFTBURG.
 NF1335'
 NF1335'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
 NF1335
 NF1335                          STATION RECOVERY (1986)
 NF1335
 NF1335'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1335'RECOVERED IN GOOD CONDITION.
 NF1335
 NF1335                          STATION RECOVERY (1995)
 NF1335
 NF1335'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1336 ***********************************************************************
 NF1336  DESIGNATION -  76012
 NF1336  PID         -  NF1336
 NF1336  STATE/COUNTY-  MI/SHIAWASSEE
 NF1336  USGS QUAD   -  SHAFTSBURG (1972)
 NF1336
 NF1336                         *CURRENT SURVEY CONTROL
 NF1336  ___________________________________________________________________
 NF1336* NAD 83(1994)-  42 49 14.80492(N)    084 16 05.04602(W)     ADJUSTED  
 NF1336* NAVD 88     -       265.0    (meters)     869.     (feet)  VERTCON   
 NF1336  ___________________________________________________________________
 NF1336  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 NF1336  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF1336
 NF1336  HORZ ORDER  -  SECOND
 NF1336
 NF1336.The horizontal coordinates were established by classical geodetic methods
 NF1336.and adjusted by the National Geodetic Survey in February 1997..
 NF1336
 NF1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1336
 NF1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1336
 NF1336.The geoid height was determined by GEOID03.
 NF1336
 NF1336;                    North         East     Units Scale Factor Converg.
 NF1336;SPC MI S     -   146,713.301 4,008,062.383   MT  0.99990750   +0 04 01.6
 NF1336;SPC MI S     -   481,342.85 13,149,810.97   iFT  0.99990750   +0 04 01.6
 NF1336;UTM  16      - 4,744,533.317   723,327.906   MT  1.00021364   +1 51 27.6
 NF1336
 NF1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1336!SPC MI S     -   0.99996365  x   0.99990750  =   0.99987115
 NF1336!UTM  16      -   0.99996365  x   1.00021364  =   1.00017728
 NF1336
 NF1336|---------------------------------------------------------------------|
 NF1336| PID    Reference Object                     Distance      Geod. Az  |
 NF1336|                                                           dddmmss.s |
 NF1336| CH0694 76012 RM 1                            9.426 METERS 04120     |
 NF1336| CH0695 76012 RM 2                            7.950 METERS 22255     |
 NF1336| NF1335 76011                               APPROX. 0.8 KM 2303632.7 |
 NF1336|---------------------------------------------------------------------|
 NF1336
 NF1336                          SUPERSEDED SURVEY CONTROL
 NF1336
 NF1336  NAD 83(1986)-  42 49 14.80431(N)    084 16 05.06619(W) AD(       ) 2
 NF1336  NAD 27      -  42 49 14.68356(N)    084 16 05.17625(W) AD(       ) 2
 NF1336  NGVD 29 (07/19/86)  265.1    (m)          870.     (f) VERT ANG       
 NF1336
 NF1336.Superseded values are not recommended for survey control.
 NF1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1336.See file dsdata.txt to determine how the superseded data were derived.
 NF1336
 NF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2332844533(NAD 83)
 NF1336_MARKER: DD = SURVEY DISK
 NF1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1336_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1336
 NF1336  HISTORY     - Date     Condition        Report By
 NF1336  HISTORY     - 1976     MONUMENTED       MIDH
 NF1336  HISTORY     - 19950831 GOOD             USPSQD
 NF1336
 NF1336                          STATION DESCRIPTION
 NF1336
 NF1336'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1336'THE STATION IS ABOUT 2-1/2 MILES WEST SOUTHWEST OF PERRY, 2 MILES
 NF1336'NORTHEAST OF SHAFTBURG ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY
 NF1336'TOWNSHIP, T5N, R2E, NW 1/4 SECTION 19 ON STATE RIGHT OF WAY.
 NF1336'
 NF1336'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69, GO
 NF1336'WESTERLY ON TEMP-I-69 2.8 MILES TO THE STATION ON THE LEFT IN THE
 NF1336'SOUTHWEST QUADRANT OF TEMP-I-69 AND BEARDSLEE ROAD AS DESCRIBED.
 NF1336'
 NF1336'TO REACH STATION 76011 MIDH FOR AZIMUTH MARK, GO WESTERLY ON
 NF1336'TEMP-I-69 0.5 MILES TO THE STATION ON THE SOUTH SIDE OF EAST BOUND
 NF1336'TEMP-I-69.
 NF1336'
 NF1336'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1336'CONTROL MARK, 76012, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1336'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1336'IT IS 54 FEET SOUTHEAST OF CENTER LINE EAST BOUND TEMP-I-69, 53
 NF1336'FEET NORTHWEST OF CENTER LINE BEARDSLEE ROAD, 4.5 FEET NORTHWEST
 NF1336'OF WITNESS POST, AND 14.5 FEET WEST SOUTHWEST OF TELEPHONE
 NF1336'POLE.
 NF1336'
 NF1336'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1336'76012.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1336'BELOW GROUND SURFACE.
 NF1336'
 NF1336'REFERENCE MARK 1 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1336'MARK 1, HCM, 76012 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1336'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 18.8
 NF1336'FEET NORTHEAST OF TELEPHONE POLE.  WITNESSES CONTINUED BELOW RM 2.
 NF1336'
 NF1336'REFERENCE MARK 2 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1336'MARK 2, HCM, 76012 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1336'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 52.5
 NF1336'FEET SOUTHEAST OF CENTER LINE EAST BOUND TEMP-I-69, 71 FEET
 NF1336'NORTHWEST OF CENTER LINE BEARDSLEE ROAD, AND 39.4 FEET WEST
 NF1336'NORTHWEST OF TELEPHONE POLE.
 NF1336'
 NF1336'REFERENCE MARK 1 WITNESSES 55 FEET SOUTHEAST OF CENTER LINE EAST
 NF1336'BOUND TEMP-I-69, AND 32 FEET NORTHWEST OF CENTER LINE BEARDSLEE ROAD.
 NF1336'
 NF1336'NEAREST TOWN--PERRY.
 NF1336'
 NF1336'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 NF1336
 NF1336                          STATION RECOVERY (1995)
 NF1336
 NF1336'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1334 ***********************************************************************
 NF1334  DESIGNATION -  76013
 NF1334  PID         -  NF1334
 NF1334  STATE/COUNTY-  MI/SHIAWASSEE
 NF1334  USGS QUAD   -  SHAFTSBURG (1972)
 NF1334
 NF1334                         *CURRENT SURVEY CONTROL
 NF1334  ___________________________________________________________________
 NF1334* NAD 83(1994)-  42 49 30.64194(N)    084 15 48.37148(W)     ADJUSTED  
 NF1334* NAVD 88     -       268.0    (meters)     879.     (feet)  VERTCON   
 NF1334  ___________________________________________________________________
 NF1334  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 NF1334  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1334
 NF1334  HORZ ORDER  -  SECOND
 NF1334
 NF1334.The horizontal coordinates were established by classical geodetic methods
 NF1334.and adjusted by the National Geodetic Survey in February 1997..
 NF1334
 NF1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1334
 NF1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1334
 NF1334.The geoid height was determined by GEOID03.
 NF1334
 NF1334;                    North         East     Units Scale Factor Converg.
 NF1334;SPC MI S     -   147,202.410 4,008,440.527   MT  0.99990742   +0 04 12.9
 NF1334;SPC MI S     -   482,947.54 13,151,051.60   iFT  0.99990742   +0 04 12.9
 NF1334;UTM  16      - 4,745,034.158   723,690.694   MT  1.00021563   +1 51 39.5
 NF1334
 NF1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1334!SPC MI S     -   0.99996318  x   0.99990742  =   0.99987060
 NF1334!UTM  16      -   0.99996318  x   1.00021563  =   1.00017880
 NF1334
 NF1334|---------------------------------------------------------------------|
 NF1334| PID    Reference Object                     Distance      Geod. Az  |
 NF1334|                                                           dddmmss.s |
 NF1334| CH0696 76013 RM 1                            8.880 METERS 05152     |
 NF1334| NF1337 76014                               APPROX. 0.8 KM 0644807.9 |
 NF1334| CH0697 76013 RM 2                            8.871 METERS 23210     |
 NF1334|---------------------------------------------------------------------|
 NF1334
 NF1334                          SUPERSEDED SURVEY CONTROL
 NF1334
 NF1334  NAD 83(1986)-  42 49 30.64130(N)    084 15 48.39167(W) AD(       ) 2
 NF1334  NAD 27      -  42 49 30.52079(N)    084 15 48.50224(W) AD(       ) 2
 NF1334  NGVD 29 (07/19/86)  268.1    (m)          880.     (f) VERT ANG       
 NF1334
 NF1334.Superseded values are not recommended for survey control.
 NF1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1334.See file dsdata.txt to determine how the superseded data were derived.
 NF1334
 NF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2369145034(NAD 83)
 NF1334_MARKER: DD = SURVEY DISK
 NF1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1334_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1334
 NF1334  HISTORY     - Date     Condition        Report By
 NF1334  HISTORY     - 1976     MONUMENTED       MIDH
 NF1334  HISTORY     - 1986     GOOD             USPSQD
 NF1334  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 NF1334
 NF1334                          STATION DESCRIPTION
 NF1334
 NF1334'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1334'THE STATION IS ABOUT 2-1/2 MILES WEST OF PERRY, 2 MILES NORTHEAST OF
 NF1334'SHAFTBURG ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY TOWNSHIP, T5N,
 NF1334'R2E, SE 1/4 SECTION 18 ON STATE RIGHT OF WAY.
 NF1334'
 NF1334'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69, GO
 NF1334'WESTERLY ON TEMP-I-69 2.4 MILES TO THE STATION ON THE RIGHT AS
 NF1334'DESCRIBED.
 NF1334'
 NF1334'TO REACH STATION 76014 MIDH FOR AZIMUTH MARK, GO EASTERLY ON
 NF1334'TEMP-I-69 0.5 MILES TO THE STATION ON THE NORTH SIDE OF WEST BOUND
 NF1334'TEMP-I-69.
 NF1334'
 NF1334'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1334'CONTROL MARK, 76013, MDSH ANDT, 1976.  SET IN THE TOP OF A 12 INCH
 NF1334'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1334'IT IS 66.5 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, 79 FEET
 NF1334'SOUTHEAST OF SOUTH END SIGNBOARD, AND 3.5 FEET SOUTH OF WITNESS
 NF1334'POST.
 NF1334'
 NF1334'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1334'76013.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1334'BELOW GROUND SURFACE.
 NF1334'
 NF1334'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1334'MARK 1, HCM, 76013 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1334'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 100
 NF1334'FEET SOUTHEAST OF SOUTH END SIGNBOARD, AND 66 FEET NORTH OF
 NF1334'CENTERLINE WEST BOUND TEMP-I-69.
 NF1334'
 NF1334'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1334'MARK 2, HCM, 76013 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1334'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 79 FEET
 NF1334'SOUTH SOUTHEAST OF SOUTH END OF SIGNBOARD, AND 67 FEET NORTH OF
 NF1334'CENTER LINE WEST BOUND TEMP-I-69.
 NF1334'
 NF1334'NEAREST TOWN--PERRY.
 NF1334'
 NF1334'HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS.
 NF1334
 NF1334                          STATION RECOVERY (1986)
 NF1334
 NF1334'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1334'RECOVERED IN GOOD CONDITION.
 NF1334
 NF1334                          STATION RECOVERY (1995)
 NF1334
 NF1334'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1337 ***********************************************************************
 NF1337  DESIGNATION -  76014
 NF1337  PID         -  NF1337
 NF1337  STATE/COUNTY-  MI/SHIAWASSEE
 NF1337  USGS QUAD   -  SHAFTSBURG (1972)
 NF1337
 NF1337                         *CURRENT SURVEY CONTROL
 NF1337  ___________________________________________________________________
 NF1337* NAD 83(1994)-  42 49 42.33177(N)    084 15 14.61356(W)     ADJUSTED  
 NF1337* NAVD 88     -       264.5    (meters)     868.     (feet)  VERTCON   
 NF1337  ___________________________________________________________________
 NF1337  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 NF1337  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1337
 NF1337  HORZ ORDER  -  SECOND
 NF1337
 NF1337.The horizontal coordinates were established by classical geodetic methods
 NF1337.and adjusted by the National Geodetic Survey in February 1997..
 NF1337
 NF1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1337
 NF1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1337
 NF1337.The geoid height was determined by GEOID03.
 NF1337
 NF1337;                    North         East     Units Scale Factor Converg.
 NF1337;SPC MI S     -   147,564.086 4,009,206.763   MT  0.99990736   +0 04 35.9
 NF1337;SPC MI S     -   484,134.14 13,153,565.50   iFT  0.99990736   +0 04 35.9
 NF1337;UTM  16      - 4,745,419.721   724,445.487   MT  1.00021979   +1 52 02.9
 NF1337
 NF1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1337!SPC MI S     -   0.99996372  x   0.99990736  =   0.99987109
 NF1337!UTM  16      -   0.99996372  x   1.00021979  =   1.00018351
 NF1337
 NF1337|---------------------------------------------------------------------|
 NF1337| PID    Reference Object                     Distance      Geod. Az  |
 NF1337|                                                           dddmmss.s |
 NF1337| CH0698 76014 RM 1                            8.111 METERS 07245     |
 NF1337| NF1260 76015                               APPROX. 2.2 KM 0741612.9 |
 NF1337| CH0699 76014 RM 2                            8.264 METERS 25156     |
 NF1337|---------------------------------------------------------------------|
 NF1337
 NF1337                          SUPERSEDED SURVEY CONTROL
 NF1337
 NF1337  NAD 83(1986)-  42 49 42.33111(N)    084 15 14.63379(W) AD(       ) 2
 NF1337  NAD 27      -  42 49 42.21080(N)    084 15 14.74537(W) AD(       ) 2
 NF1337  NGVD 29 (07/19/86)  264.6    (m)          868.     (f) VERT ANG       
 NF1337
 NF1337.Superseded values are not recommended for survey control.
 NF1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1337.See file dsdata.txt to determine how the superseded data were derived.
 NF1337
 NF1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2444545420(NAD 83)
 NF1337_MARKER: DD = SURVEY DISK
 NF1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1337_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1337
 NF1337  HISTORY     - Date     Condition        Report By
 NF1337  HISTORY     - 1976     MONUMENTED       MIDH
 NF1337  HISTORY     - 1986     GOOD             USPSQD
 NF1337
 NF1337                          STATION DESCRIPTION
 NF1337
 NF1337'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1337'THE STATION IS ABOUT 1-1/2 MILES WEST NORTHWEST OF PERRY, 3 MILES
 NF1337'NORTHEAST OF SHAFTBURG ON TEMP-I-69 IN SHIAWASSEE COUNTY, PERRY
 NF1337'TOWNSHIP, T5N, R2E, NW 1/4 SECTION 17 ON STATE RIGHT OF WAY.
 NF1337'
 NF1337'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69,
 NF1337'NORTH OF PERRY, GO WESTERLY ON TEMP-I-69 1.85 MILES TO THE STATION
 NF1337'ON THE RIGHT AS DESCRIBED.
 NF1337'
 NF1337'TO REACH STATION 76015 FOR AZIMUTH MARK, GO EASTERLY ON TEMP-I-69
 NF1337'1.4 MILES TO THE STATION ON THE SOUTH SIDE OF EAST BOUND
 NF1337'TEMP-I-69.
 NF1337'
 NF1337'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1337'CONTROL MARK, 76014, MDSH AND T, 1976.  SET IN THE TOP OF A 12 INCH
 NF1337'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.
 NF1337'IT IS 38.7 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, 24.5
 NF1337'FEET SOUTH OF WOVEN WIRE FENCE, AND 4.5 FEET NORTH OF WITNESS
 NF1337'POST.
 NF1337'
 NF1337'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1337'76014.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1337'BELOW GROUND SURFACE.
 NF1337'
 NF1337'REFERENCE MARK 1 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1337'MARK 1, HCM, 76014 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1337'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.
 NF1337'IT IS 38 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, AND 24
 NF1337'FEET SOUTH OF WOVEN WIRE FENCE.
 NF1337'
 NF1337'REFERENCE MARK 2 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1337'MARK 2, HCM, 76014 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1337'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND SURFACE.  IT
 NF1337'IS 38.2 FEET NORTH OF CENTER LINE WEST BOUND TEMP-I-69, AND 24
 NF1337'FEET SOUTH OF WOVEN WIRE FENCE.
 NF1337'
 NF1337'NEAREST TOWN--PERRY.
 NF1337'
 NF1337'HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS.
 NF1337
 NF1337                          STATION RECOVERY (1986)
 NF1337
 NF1337'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1260 ***********************************************************************
 NF1260  DESIGNATION -  76015
 NF1260  PID         -  NF1260
 NF1260  STATE/COUNTY-  MI/SHIAWASSEE
 NF1260  USGS QUAD   -  PERRY (1972)
 NF1260
 NF1260                         *CURRENT SURVEY CONTROL
 NF1260  ___________________________________________________________________
 NF1260* NAD 83(1994)-  42 50 01.90590(N)    084 13 40.13203(W)     ADJUSTED  
 NF1260* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 NF1260  ___________________________________________________________________
 NF1260  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 NF1260  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NF1260  OBS GRAVITY -     980,366.0   (mgal)                       GRAV_OBS
 NF1260
 NF1260  HORZ ORDER  -  SECOND
 NF1260
 NF1260.The horizontal coordinates were established by classical geodetic methods
 NF1260.and adjusted by the National Geodetic Survey in February 1997..
 NF1260
 NF1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1260
 NF1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1260
 NF1260.The geoid height was determined by GEOID03.
 NF1260.The observed gravity was obtained from relative gravimeter ties
 NF1260.to the IGSN71 gravity network.
 NF1260
 NF1260;                    North         East     Units Scale Factor Converg.
 NF1260;SPC MI S     -   148,171.255 4,011,351.543   MT  0.99990728   +0 05 40.2
 NF1260;SPC MI S     -   486,126.16 13,160,602.18   iFT  0.99990728   +0 05 40.2
 NF1260;UTM  16      - 4,746,093.839   726,570.920   MT  1.00023159   +1 53 07.9
 NF1260
 NF1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1260!SPC MI S     -   0.99996233  x   0.99990728  =   0.99986961
 NF1260!UTM  16      -   0.99996233  x   1.00023159  =   1.00019391
 NF1260
 NF1260:                Primary Azimuth Mark                     Grid Az
 NF1260:SPC MI S     -  76016                                    071 07 28.6
 NF1260:UTM  16      -  76016                                    069 20 00.9
 NF1260
 NF1260|---------------------------------------------------------------------|
 NF1260| PID    Reference Object                     Distance      Geod. Az  |
 NF1260|                                                           dddmmss.s |
 NF1260| NF1264 76016                               APPROX. 2.3 KM 0711308.8 |
 NF1260| CH0700 76015 RM 1                           15.003 METERS 07550     |
 NF1260| CH0701 76015 RM 2                            5.443 METERS 34454     |
 NF1260|---------------------------------------------------------------------|
 NF1260
 NF1260                          SUPERSEDED SURVEY CONTROL
 NF1260
 NF1260  NAD 83(1986)-  42 50 01.90520(N)    084 13 40.15230(W) AD(       ) 2
 NF1260  NAD 27      -  42 50 01.78525(N)    084 13 40.26693(W) AD(       ) 2
 NF1260  NGVD 29 (07/19/86)  273.5    (m)          897.     (f) VERT ANG       
 NF1260
 NF1260.Superseded values are not recommended for survey control.
 NF1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1260.See file dsdata.txt to determine how the superseded data were derived.
 NF1260
 NF1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2657146094(NAD 83)
 NF1260_MARKER: DD = SURVEY DISK
 NF1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1260_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1260
 NF1260  HISTORY     - Date     Condition        Report By
 NF1260  HISTORY     - 1976     MONUMENTED       MIDH
 NF1260  HISTORY     - 1986     GOOD             USPSQD
 NF1260  HISTORY     - 19950901 GOOD             USPSQD
 NF1260
 NF1260                          STATION DESCRIPTION
 NF1260
 NF1260'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1260'THE STATION IS ABOUT 1/2 MILE NORTHWEST OF PERRY, 4 MILES
 NF1260'NORTHEAST OF SHAFTBURG ON TEMP-I-69, IN SHIAWASSEE COUNTY, PERRY
 NF1260'TOWNSHIP, T5N, R2E, NE 1/4 SECTION 16 ON STATE RIGHT OF WAY.
 NF1260'
 NF1260'TO REACH THE STATION FROM THE INTERSECTION OF M-52 AND TEMP-I-69,
 NF1260'NORTH OF PERRY, GO WEST ON TEMP-I-69 0.45 MILES TO THE STATION ON
 NF1260'THE LEFT IN THE SOUTHWEST QUARDRANT OF TEMP-I-69 AND BRITTON ROAD
 NF1260'AS DESCRIBED.
 NF1260'
 NF1260'TO REACH STATION 76016 MIDH FOR AZIMUTH MARK, GO EASTERLY ON
 NF1260'TEMP-I-69 1.4 MILES TO THE STATION ON THE SOUTH SIDE OF EAST BOUND
 NF1260'TEMP-I-69 AND OLD M-78.
 NF1260'
 NF1260'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED MDSH AND T, HCM,
 NF1260'76015 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NF1260'MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 51.5 FEET SOUTH
 NF1260'OF CENTER LINE EAST BOUND TEMP-I-69, 59 FEET NORTHEAST OF
 NF1260'NORTHWEST CORNER OF BRICK HOUSE, AND 51 FEET NORTHWEST OF POWER
 NF1260'POLE.
 NF1260'
 NF1260'THE UNDERGROUND MARK IS A 2 INCH BRASS DISK STAMPED HCM, FA, ROW,
 NF1260'76015.  SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NF1260'BELOW GROUND SURFACE.
 NF1260'
 NF1260'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1260'MARK 1, HCM, 76015 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1260'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND SURFACE.  IT
 NF1260'IS 53.5 FEET SOUTH OF CENTER LINE EAST BOUND TEMP-I-69, 38 FEET
 NF1260'NORTH OF POWER POLE, AND 88.5 FEET WEST NORTHWEST OF ROW MARKER.
 NF1260'
 NF1260'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1260'MARK 2, HCM, 76015 1976.  SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1260'CONCRETE MONUMENT THAT IS FLUSH WITH GROUND SURFACE.  IT IS 33 FEET
 NF1260'SOUTH OF CENTER LINE EAST BOUND TEMP-I-69, 68 FEET NORTHEAST OF
 NF1260'NORTHWEST CORNER BRICK HOUSE, AND 65 FEET NORTHWEST OF POWER
 NF1260'POLE.
 NF1260'
 NF1260'NEAREST TOWN--PERRY.
 NF1260'
 NF1260'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 NF1260
 NF1260                          STATION RECOVERY (1986)
 NF1260
 NF1260'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1260'RECOVERED IN GOOD CONDITION.
 NF1260
 NF1260                          STATION RECOVERY (1995)
 NF1260
 NF1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1264 ***********************************************************************
 NF1264  DESIGNATION -  76016
 NF1264  PID         -  NF1264
 NF1264  STATE/COUNTY-  MI/SHIAWASSEE
 NF1264  USGS QUAD   -  PERRY (1972)
 NF1264
 NF1264                         *CURRENT SURVEY CONTROL
 NF1264  ___________________________________________________________________
 NF1264* NAD 83(1994)-  42 50 26.12792(N)    084 12 03.29480(W)     ADJUSTED  
 NF1264* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 NF1264  ___________________________________________________________________
 NF1264  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 NF1264  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1264
 NF1264  HORZ ORDER  -  SECOND
 NF1264
 NF1264.The horizontal coordinates were established by classical geodetic methods
 NF1264.and adjusted by the National Geodetic Survey in February 1997..
 NF1264
 NF1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1264
 NF1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1264
 NF1264.The geoid height was determined by GEOID03.
 NF1264
 NF1264;                    North         East     Units Scale Factor Converg.
 NF1264;SPC MI S     -   148,922.611 4,013,549.153   MT  0.99990718   +0 06 46.1
 NF1264;SPC MI S     -   488,591.24 13,167,812.18   iFT  0.99990718   +0 06 46.1
 NF1264;UTM  16      - 4,746,913.789   728,744.690   MT  1.00024376   +1 54 14.7
 NF1264
 NF1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1264!SPC MI S     -   0.99996308  x   0.99990718  =   0.99987026
 NF1264!UTM  16      -   0.99996308  x   1.00024376  =   1.00020683
 NF1264
 NF1264|---------------------------------------------------------------------|
 NF1264| PID    Reference Object                     Distance      Geod. Az  |
 NF1264|                                                           dddmmss.s |
 NF1264| CH0702 76016 RM 1                           14.106 METERS 05355     |
 NF1264| CH0703 76016 RM 2                            7.748 METERS 23522     |
 NF1264| NF1260 76015                               APPROX. 2.3 KM 2511414.7 |
 NF1264|---------------------------------------------------------------------|
 NF1264
 NF1264                          SUPERSEDED SURVEY CONTROL
 NF1264
 NF1264  NAD 83(1986)-  42 50 26.12717(N)    084 12 03.31511(W) AD(       ) 2
 NF1264  NAD 27      -  42 50 26.00761(N)    084 12 03.43285(W) AD(       ) 2
 NF1264  NGVD 29 (07/19/86)  268.7    (m)          882.     (f) VERT ANG       
 NF1264
 NF1264.Superseded values are not recommended for survey control.
 NF1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1264.See file dsdata.txt to determine how the superseded data were derived.
 NF1264
 NF1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2874546914(NAD 83)
 NF1264_MARKER: DD = SURVEY DISK
 NF1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1264_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1264
 NF1264  HISTORY     - Date     Condition        Report By
 NF1264  HISTORY     - 1976     MONUMENTED       MIDH
 NF1264  HISTORY     - 1986     GOOD             USPSQD
 NF1264  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 NF1264
 NF1264                          STATION DESCRIPTION
 NF1264
 NF1264'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW)
 NF1264'THE STATION IS APPROXIMATELY 1-1/2 MI NORTHEAST OF PERRY AND 1 MILE
 NF1264'NORTHWEST OF THE VILLAGE OF MORRICE (BOTH STRAIGHT LINE MEAS.).  IT
 NF1264'IS NEAR THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION
 NF1264'11.  T 5 N, R 2 E, BEING PERRY TWP.
 NF1264'
 NF1264'TO REACH THE STATION FROM THE INTERSECTION OF TEMP. I-69 AND M-52
 NF1264'NORTH OF PERRY, GO EAST ON TEMP. I-69 1.05 MILES TO THE STATION ON
 NF1264'THE RIGHT, LOCATED IN THE NORTHEAST QUADRANT OF EASTBOUND TEMP.
 NF1264'I-69 AND EASTBOUND LANSING RD. AS DESCRIBED.
 NF1264'
 NF1264'NO AZIMUTH MARK WAS SET BECAUSE THIS STATION WAS USED IN A TRAVERSE
 NF1264'AND STATION 76015 AND STATION 76006 MIDH COULD BE SIGHTED.
 NF1264'
 NF1264'THE STATION MARK IS A 3-1/4 INCH BRASS DISK STAMPED HORIZONTAL
 NF1264'CONTROL MARK, 76016, MDSH AND T, 1976 SET IN THE TOP OF A 12 INCH
 NF1264'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 NF1264'21.0 FEET NORTH OF THE CENTERLINE OF LANSING ROAD, 31.0 FEET SOUTH
 NF1264'OF THE CENTERLINE OF EASTBOUND TEMP. I-69, AND 4.0 FEET NORTH OF
 NF1264'A STEEL WITNESS POST.  THE UNDERGROUND MARK IS A 2 INCH BRASS
 NF1264'DISK STAMPED HCM, FA, ROW, 76016 SET IN THE TOP OF AN IRREGULAR
 NF1264'MASS OF CONCRETE ABOUT 44 INCHES BELOW THE GROUND.
 NF1264'
 NF1264'REFERENCE MARK 1 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1264'MARK 1, HCM, 76016, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1264'CONCRETE MONUMENT THAT PROJECTS 1 INCHES ABOVE THE GROUND.  IT IS
 NF1264'32 FEET NORTH OF THE CENTERLINE OF LANSING ROAD, AND 28 FEET SOUTH
 NF1264'OF THE CENTERLINE OF EASTBOUND TEMP. I-69.
 NF1264'
 NF1264'REFERENCE MARK 2 IS A 3-1/4 INCH ALUMINUM DISK STAMPED REFERENCE
 NF1264'MARK 2, HCM, 76016, 1976 SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NF1264'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 16 FEET
 NF1264'NORTH OF THE CENTERLINE OF LANSING ROAD, AND 32 FEET SOUTH OF THE
 NF1264'CENTERLINE OF EASTBOUND TEMP. I-69.
 NF1264'
 NF1264'NEAREST TOWN--PERRY.
 NF1264'
 NF1264'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1264
 NF1264                          STATION RECOVERY (1986)
 NF1264
 NF1264'RECOVERY NOTE BY US POWER SQUADRON 1986 (RR)
 NF1264'RECOVERED IN GOOD CONDITION.
 NF1264
 NF1264                          STATION RECOVERY (1995)
 NF1264
 NF1264'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0201 ***********************************************************************
 OK0201  DESIGNATION -  761.7
 OK0201  PID         -  OK0201
 OK0201  STATE/COUNTY-  MI/MIDLAND
 OK0201  USGS QUAD   -  COLEMAN (1985)
 OK0201
 OK0201                         *CURRENT SURVEY CONTROL
 OK0201  ___________________________________________________________________
 OK0201* NAD 83(1986)-  43 45 24.     (N)    084 35 17.     (W)     SCALED    
 OK0201* NAVD 88     -       231.813  (meters)     760.54   (feet)  ADJUSTED  
 OK0201  ___________________________________________________________________
 OK0201  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 OK0201  DYNAMIC HT  -         231.768 (meters)     760.39  (feet)  COMP
 OK0201  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OK0201
 OK0201  VERT ORDER  -  SECOND    CLASS 0
 OK0201
 OK0201.The horizontal coordinates were scaled from a topographic map and have
 OK0201.an estimated accuracy of +/- 6 seconds.
 OK0201
 OK0201.The orthometric height was determined by differential leveling
 OK0201.and adjusted by the National Geodetic Survey in June 1991..
 OK0201
 OK0201.The geoid height was determined by GEOID03.
 OK0201
 OK0201.The dynamic height is computed by dividing the NAVD 88
 OK0201.geopotential number by the normal gravity value computed on the
 OK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0201.degrees latitude (g = 980.6199 gals.).
 OK0201
 OK0201.The modeled gravity was interpolated from observed gravity values.
 OK0201
 OK0201;                    North         East    Units  Estimated Accuracy
 OK0201;SPC MI S     -   250,700.    3,982,170.      MT  (+/- 180 meters Scaled)
 OK0201
 OK0201                          SUPERSEDED SURVEY CONTROL
 OK0201
 OK0201  NGVD 29 (??/??/92)  231.968  (m)          761.05   (f) ADJ UNCH    2 0
 OK0201
 OK0201.Superseded values are not recommended for survey control.
 OK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0201.See file dsdata.txt to determine how the superseded data were derived.
 OK0201
 OK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP941476(NAD 83)
 OK0201_MARKER: Q = CHISELED SQUARE
 OK0201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0201_SP_SET: DOORSILE
 OK0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0201+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0201
 OK0201  HISTORY     - Date     Condition        Report By
 OK0201  HISTORY     - UNK      MONUMENTED       USGS
 OK0201  HISTORY     - 1934     GOOD             NGS
 OK0201  HISTORY     - 20010604 GOOD             USPSQD
 OK0201  HISTORY     - 20060615 MARK NOT FOUND   ADVGEO
 OK0201
 OK0201                          STATION DESCRIPTION
 OK0201
 OK0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0201'AT COLEMAN.
 OK0201'AT COLEMAN, ON THE CHESAPEAKE AND OHIO RY., 115 YARDS NORTHWEST
 OK0201'OF THE STATION, AT THE NORTH CORNER OF THE INTERSECTION OF
 OK0201'RAILROAD AND FOURTH STREETS, AT THE CORNER ENTRANCE TO THE STATE
 OK0201'BANK, ON THE TOP OF THE EAST END OF THE DOORSILL, AND 40 FEET
 OK0201'NORTH OF THE CENTERLINE OF RAILROAD STREET.  A CHISELED SQUARE.
 OK0201
 OK0201                          STATION RECOVERY (2001)
 OK0201
 OK0201'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0201'RECOVERED IN GOOD CONDITION.
 OK0201
 OK0201                          STATION RECOVERY (2006)
 OK0201
 OK0201'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAN)
 OK0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1349 ***********************************************************************
 RL1349  DESIGNATION -  762.2
 RL1349  PID         -  RL1349
 RL1349  STATE/COUNTY-  MI/ONTONAGON
 RL1349  USGS QUAD   -  WHITE PINE (1956)
 RL1349
 RL1349                         *CURRENT SURVEY CONTROL
 RL1349  ___________________________________________________________________
 RL1349* NAD 83(1986)-  46 47 52.     (N)    089 37 22.     (W)     SCALED    
 RL1349* NAVD 88     -       232.374  (meters)     762.38   (feet)  ADJUSTED  
 RL1349  ___________________________________________________________________
 RL1349  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RL1349  DYNAMIC HT  -         232.409 (meters)     762.50  (feet)  COMP
 RL1349  MODELED GRAV-     980,759.6   (mgal)                       NAVD 88
 RL1349
 RL1349  VERT ORDER  -  SECOND    CLASS 0
 RL1349
 RL1349.The horizontal coordinates were scaled from a topographic map and have
 RL1349.an estimated accuracy of +/- 6 seconds.
 RL1349
 RL1349.The orthometric height was determined by differential leveling
 RL1349.and adjusted by the National Geodetic Survey in June 1991..
 RL1349
 RL1349.The geoid height was determined by GEOID03.
 RL1349
 RL1349.The dynamic height is computed by dividing the NAVD 88
 RL1349.geopotential number by the normal gravity value computed on the
 RL1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1349.degrees latitude (g = 980.6199 gals.).
 RL1349
 RL1349.The modeled gravity was interpolated from observed gravity values.
 RL1349
 RL1349;                    North         East    Units  Estimated Accuracy
 RL1349;SPC MI N     -   227,210.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1349
 RL1349                          SUPERSEDED SURVEY CONTROL
 RL1349
 RL1349  NGVD 29 (??/??/92)  232.405  (m)          762.48   (f) ADJ UNCH    2 0
 RL1349
 RL1349.Superseded values are not recommended for survey control.
 RL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1349.See file dsdata.txt to determine how the superseded data were derived.
 RL1349
 RL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998860(NAD 83)
 RL1349_MARKER: Q = CHISELED SQUARE
 RL1349_SETTING: 66 = SET IN ROCK OUTCROP
 RL1349_SP_SET: ROCK OUTCROP
 RL1349_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1349+STABILITY: POSITION/ELEVATION WELL
 RL1349
 RL1349  HISTORY     - Date     Condition        Report By
 RL1349  HISTORY     - UNK      MONUMENTED       USGS
 RL1349  HISTORY     - 1948     GOOD             NGS
 RL1349  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1349  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1349
 RL1349                          STATION DESCRIPTION
 RL1349
 RL1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1349'4 MI SW FROM SILVER CITY.
 RL1349'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS INTERSECTION
 RL1349'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 1.45 MILES SOUTH ALONG
 RL1349'THE NONESUCH MINE ROAD, 9 FEET EAST OF THE EAST CORNER OF THE
 RL1349'STEEL TRUSS BRIDGE OVER UNION RIVER, 13 FEET SOUTHEAST OF THE CENTER
 RL1349'LINE OF THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE ROAD.  AN
 RL1349'OUTLINED SQUARE IN AN OUTCROPPING OF ROCK.
 RL1349
 RL1349                          STATION RECOVERY (1988)
 RL1349
 RL1349'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1349'MARK NOT FOUND.
 RL1349
 RL1349                          STATION RECOVERY (2004)
 RL1349
 RL1349'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1383 ***********************************************************************
 RL1383  DESIGNATION -  763.2
 RL1383  PID         -  RL1383
 RL1383  STATE/COUNTY-  MI/ONTONAGON
 RL1383  USGS QUAD   -  WHITE PINE (1956)
 RL1383
 RL1383                         *CURRENT SURVEY CONTROL
 RL1383  ___________________________________________________________________
 RL1383* NAD 83(1986)-  46 47 26.     (N)    089 34 18.     (W)     SCALED    
 RL1383* NAVD 88     -       232.667  (meters)     763.34   (feet)  ADJUSTED  
 RL1383  ___________________________________________________________________
 RL1383  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RL1383  DYNAMIC HT  -         232.703 (meters)     763.46  (feet)  COMP
 RL1383  MODELED GRAV-     980,758.9   (mgal)                       NAVD 88
 RL1383
 RL1383  VERT ORDER  -  SECOND    CLASS 0
 RL1383
 RL1383.The horizontal coordinates were scaled from a topographic map and have
 RL1383.an estimated accuracy of +/- 6 seconds.
 RL1383
 RL1383.The orthometric height was determined by differential leveling
 RL1383.and adjusted by the National Geodetic Survey in June 1991..
 RL1383
 RL1383.The geoid height was determined by GEOID03.
 RL1383
 RL1383.The dynamic height is computed by dividing the NAVD 88
 RL1383.geopotential number by the normal gravity value computed on the
 RL1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1383.degrees latitude (g = 980.6199 gals.).
 RL1383
 RL1383.The modeled gravity was interpolated from observed gravity values.
 RL1383
 RL1383;                    North         East    Units  Estimated Accuracy
 RL1383;SPC MI N     -   226,280.    7,803,690.      MT  (+/- 180 meters Scaled)
 RL1383
 RL1383                          SUPERSEDED SURVEY CONTROL
 RL1383
 RL1383  NGVD 29 (??/??/92)  232.699  (m)          763.45   (f) ADJ UNCH    2 0
 RL1383
 RL1383.Superseded values are not recommended for survey control.
 RL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1383.See file dsdata.txt to determine how the superseded data were derived.
 RL1383
 RL1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS037851(NAD 83)
 RL1383_MARKER: Z = SEE DESCRIPTION
 RL1383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1383_SP_SET: CULVERT
 RL1383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1383
 RL1383  HISTORY     - Date     Condition        Report By
 RL1383  HISTORY     - UNK      MONUMENTED       USGS
 RL1383  HISTORY     - 1948     GOOD             NGS
 RL1383  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1383  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1383  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1383  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1383
 RL1383                          STATION DESCRIPTION
 RL1383
 RL1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1383'2.8 MI S FROM SILVER CITY.
 RL1383'ABOUT 2.85 MILES SOUTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1383'WITH STATE HIGHWAY 107 AT SILVER CITY, ABOUT 2.8 MILES NORTH
 RL1383'OF THE SCHOOL AT WHITE PINE, AT AN S CURVE IN THE HIGHWAY,
 RL1383'AT A DIM LANE LEADING NORTHWEST, 20 FEET WEST OF THE CENTER
 RL1383'LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE DIM LANE LEADING
 RL1383'NORTHWEST AND PAINTED ON THE WEST END OF A 15-INCH CORRUGATED
 RL1383'PIPE CULVERT UNDER HIGHWAY.
 RL1383
 RL1383                          STATION RECOVERY (1987)
 RL1383
 RL1383'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1383'MARK NOT FOUND.
 RL1383
 RL1383                          STATION RECOVERY (1995)
 RL1383
 RL1383'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1383'MARK NOT FOUND.
 RL1383
 RL1383                          STATION RECOVERY (2000)
 RL1383
 RL1383'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1383'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. STATE HIGHWAY
 RL1383'PLANS DATED 1953 CALL FOR THE REMOVAL OF THE CULVERT WHEN HIGHWAY 64
 RL1383'WAS RELOCATD TO THE EAST ABOUT 100 FT.  ASSUMED DESTROYED.
 RL1383
 RL1383                          STATION RECOVERY (2004)
 RL1383
 RL1383'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0528 ***********************************************************************
 NF0528  DESIGNATION -  764
 NF0528  PID         -  NF0528
 NF0528  STATE/COUNTY-  MI/KALAMAZOO
 NF0528  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0528
 NF0528                         *CURRENT SURVEY CONTROL
 NF0528  ___________________________________________________________________
 NF0528* NAD 83(1986)-  42 22 34.     (N)    085 34 51.     (W)     SCALED    
 NF0528* NAVD 88     -       232.617  (meters)     763.18   (feet)  ADJUSTED  
 NF0528  ___________________________________________________________________
 NF0528  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NF0528  DYNAMIC HT  -         232.547 (meters)     762.95  (feet)  COMP
 NF0528  MODELED GRAV-     980,311.2   (mgal)                       NAVD 88
 NF0528
 NF0528  VERT ORDER  -  SECOND    CLASS 0
 NF0528
 NF0528.The horizontal coordinates were scaled from a topographic map and have
 NF0528.an estimated accuracy of +/- 6 seconds.
 NF0528
 NF0528.The orthometric height was determined by differential leveling
 NF0528.and adjusted by the National Geodetic Survey in June 1991..
 NF0528
 NF0528.The geoid height was determined by GEOID03.
 NF0528
 NF0528.The dynamic height is computed by dividing the NAVD 88
 NF0528.geopotential number by the normal gravity value computed on the
 NF0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0528.degrees latitude (g = 980.6199 gals.).
 NF0528
 NF0528.The modeled gravity was interpolated from observed gravity values.
 NF0528
 NF0528;                    North         East    Units  Estimated Accuracy
 NF0528;SPC MI S     -    98,040.    3,900,010.      MT  (+/- 180 meters Scaled)
 NF0528
 NF0528                          SUPERSEDED SURVEY CONTROL
 NF0528
 NF0528  NGVD 29 (??/??/92)  232.749  (m)          763.61   (f) ADJ UNCH    2 0
 NF0528
 NF0528.Superseded values are not recommended for survey control.
 NF0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0528.See file dsdata.txt to determine how the superseded data were derived.
 NF0528
 NF0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM168925(NAD 83)
 NF0528_MARKER: P = PIPE CAP
 NF0528_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0528_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0528_STAMPING: MICH 764 763.627
 NF0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0528
 NF0528  HISTORY     - Date     Condition        Report By
 NF0528  HISTORY     - UNK      MONUMENTED       USGS
 NF0528  HISTORY     - 1940     POOR             NGS
 NF0528  HISTORY     - 19970304 MARK NOT FOUND   USPSQD
 NF0528
 NF0528                          STATION DESCRIPTION
 NF0528
 NF0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0528'AT COOPER SIDING.
 NF0528'AT COOPER SIDING, KALAMAZOO COUNTY, ON THE PENNSYLVANIA RAILROAD,
 NF0528'120 FEET SOUTHEAST OF THE SITE OF THE 1934 STATION, AT A ROAD
 NF0528'CROSSING, 60 FEET EAST OF THE TRACK, AND 60 FEET NORTH OF THE
 NF0528'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 NF0528'MICH 764 763.627 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 NF0528'PIPE.  NOTE-- THE PIPE IS VERY LOOSE IN GROUND.
 NF0528
 NF0528                          STATION RECOVERY (1997)
 NF0528
 NF0528'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0592 ***********************************************************************
 NF0592  DESIGNATION -  765
 NF0592  PID         -  NF0592
 NF0592  STATE/COUNTY-  MI/ALLEGAN
 NF0592  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0592
 NF0592                         *CURRENT SURVEY CONTROL
 NF0592  ___________________________________________________________________
 NF0592* NAD 83(1986)-  42 29 34.     (N)    085 33 47.     (W)     SCALED    
 NF0592* NAVD 88     -       232.834  (meters)     763.89   (feet)  ADJUSTED  
 NF0592  ___________________________________________________________________
 NF0592  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF0592  DYNAMIC HT  -         232.764 (meters)     763.66  (feet)  COMP
 NF0592  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 NF0592
 NF0592  VERT ORDER  -  SECOND    CLASS 0
 NF0592
 NF0592.The horizontal coordinates were scaled from a topographic map and have
 NF0592.an estimated accuracy of +/- 6 seconds.
 NF0592
 NF0592.The orthometric height was determined by differential leveling
 NF0592.and adjusted by the National Geodetic Survey in June 1991..
 NF0592
 NF0592.The geoid height was determined by GEOID03.
 NF0592
 NF0592.The dynamic height is computed by dividing the NAVD 88
 NF0592.geopotential number by the normal gravity value computed on the
 NF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0592.degrees latitude (g = 980.6199 gals.).
 NF0592
 NF0592.The modeled gravity was interpolated from observed gravity values.
 NF0592
 NF0592;                    North         East    Units  Estimated Accuracy
 NF0592;SPC MI S     -   110,970.    3,901,660.      MT  (+/- 180 meters Scaled)
 NF0592
 NF0592                          SUPERSEDED SURVEY CONTROL
 NF0592
 NF0592  NGVD 29 (??/??/92)  232.962  (m)          764.31   (f) ADJ UNCH    2 0
 NF0592
 NF0592.Superseded values are not recommended for survey control.
 NF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0592.See file dsdata.txt to determine how the superseded data were derived.
 NF0592
 NF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN180054(NAD 83)
 NF0592_MARKER: P = PIPE CAP
 NF0592_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0592_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0592_STAMPING: 765 MICH
 NF0592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0592
 NF0592  HISTORY     - Date     Condition        Report By
 NF0592  HISTORY     - UNK      MONUMENTED       USGS
 NF0592  HISTORY     - 1948     GOOD             NGS
 NF0592  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0592  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0592
 NF0592                          STATION DESCRIPTION
 NF0592
 NF0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0592'5 MI SW FROM ORANGEVILLE.
 NF0592'5.05 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD 412 FROM THE
 NF0592'SCHOOL AT ORANGEVILLE, AT THE Y JUNCTION OF A BLACK TOP ROAD
 NF0592'LEADING NORTH TO HOOPER, 25 FEET WEST OF THE CENTER LINE OF THE
 NF0592'ROAD NORTH, 30 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD
 NF0592'412, 5 FEET SOUTHEAST OF POWER POLE NO. 4/126, 42 FEET
 NF0592'NORTHEAST OF A 26-INCH OAK TREE, 1 FOOT SOUTHWEST OF A WHITE
 NF0592'WOODEN WITNESS POST AND PROJECTING 5 INCHES.
 NF0592
 NF0592                          STATION RECOVERY (1989)
 NF0592
 NF0592'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0592'MARK NOT FOUND.
 NF0592
 NF0592                          STATION RECOVERY (2005)
 NF0592
 NF0592'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0258 ***********************************************************************
 OJ0258  DESIGNATION -  77 1/2
 OJ0258  PID         -  OJ0258
 OJ0258  STATE/COUNTY-  MI/TUSCOLA
 OJ0258  USGS QUAD   -  GAGETOWN (1963)
 OJ0258
 OJ0258                         *CURRENT SURVEY CONTROL
 OJ0258  ___________________________________________________________________
 OJ0258* NAD 83(1986)-  43 37 57.     (N)    083 12 56.     (W)     SCALED    
 OJ0258* NAVD 88     -       227.472  (meters)     746.30   (feet)  ADJUSTED  
 OJ0258  ___________________________________________________________________
 OJ0258  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OJ0258  DYNAMIC HT  -         227.431 (meters)     746.16  (feet)  COMP
 OJ0258  MODELED GRAV-     980,434.5   (mgal)                       NAVD 88
 OJ0258
 OJ0258  VERT ORDER  -  SECOND    CLASS 0
 OJ0258
 OJ0258.The horizontal coordinates were scaled from a topographic map and have
 OJ0258.an estimated accuracy of +/- 6 seconds.
 OJ0258
 OJ0258.The orthometric height was determined by differential leveling
 OJ0258.and adjusted by the National Geodetic Survey in June 1991..
 OJ0258
 OJ0258.The geoid height was determined by GEOID03.
 OJ0258
 OJ0258.The dynamic height is computed by dividing the NAVD 88
 OJ0258.geopotential number by the normal gravity value computed on the
 OJ0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0258.degrees latitude (g = 980.6199 gals.).
 OJ0258
 OJ0258.The modeled gravity was interpolated from observed gravity values.
 OJ0258
 OJ0258;                    North         East    Units  Estimated Accuracy
 OJ0258;SPC MI S     -   237,520.    4,092,890.      MT  (+/- 180 meters Scaled)
 OJ0258
 OJ0258                          SUPERSEDED SURVEY CONTROL
 OJ0258
 OJ0258  NGVD 29 (??/??/92)  227.607  (m)          746.74   (f) ADJ UNCH    2 0
 OJ0258
 OJ0258.Superseded values are not recommended for survey control.
 OJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0258.See file dsdata.txt to determine how the superseded data were derived.
 OJ0258
 OJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ212334(NAD 83)
 OJ0258_MARKER: Z = SEE DESCRIPTION
 OJ0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0258_STAMPING: BM NO 77 1/2
 OJ0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0258+STABILITY: SURFACE MOTION
 OJ0258
 OJ0258  HISTORY     - Date     Condition        Report By
 OJ0258  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0258  HISTORY     - 1934     GOOD             NGS
 OJ0258  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0258
 OJ0258                          STATION DESCRIPTION
 OJ0258
 OJ0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0258'2.4 MI SE FROM GAGETOWN.
 OJ0258'2.4 MILES SOUTHEAST ALONG THE GRAND TRUNK RAILWAY FROM THE
 OJ0258'STATION AT GAGETOWN, ABOUT 0.5 MILE NORTHWEST OF MILEPOST P 77,
 OJ0258'19.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 3 FEET SOUTHWEST OF
 OJ0258'THE RIGHT-OF-WAY FENCE, AND 3 FEET LOWER THAN THE TOP OF RAIL.
 OJ0258'A 1-1/2-INCH BRONZE PLUG, STAMPED B.M. NO 77 1/2 AND SET IN THE
 OJ0258'TOP OF A CONCRETE POST.
 OJ0258
 OJ0258                          STATION RECOVERY (1999)
 OJ0258
 OJ0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0823 ***********************************************************************
 OJ0823  DESIGNATION -  77001
 OJ0823  PID         -  OJ0823
 OJ0823  STATE/COUNTY-  MI/ST CLAIR
 OJ0823  USGS QUAD   -  BROCKWAY (1978)
 OJ0823
 OJ0823                         *CURRENT SURVEY CONTROL
 OJ0823  ___________________________________________________________________
 OJ0823* NAD 83(1994)-  43 01 40.25639(N)    082 45 45.63769(W)     ADJUSTED  
 OJ0823* NAVD 88     -       236.1    (meters)     775.     (feet)  VERTCON   
 OJ0823  ___________________________________________________________________
 OJ0823  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 OJ0823  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0823
 OJ0823  HORZ ORDER  -  SECOND
 OJ0823
 OJ0823.The horizontal coordinates were established by classical geodetic methods
 OJ0823.and adjusted by the National Geodetic Survey in February 1997..
 OJ0823
 OJ0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0823
 OJ0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0823
 OJ0823.The geoid height was determined by GEOID03.
 OJ0823
 OJ0823;                    North         East     Units Scale Factor Converg.
 OJ0823;SPC MI S     -   170,955.265 4,130,712.098   MT  0.99990998   +1 05 29.6
 OJ0823;SPC MI S     -   560,876.85 13,552,205.05   iFT  0.99990998   +1 05 29.6
 OJ0823;UTM  17      - 4,765,414.982   356,390.398   MT  0.99985371   -1 12 10.7
 OJ0823
 OJ0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0823!SPC MI S     -   0.99996841  x   0.99990998  =   0.99987840
 OJ0823!UTM  17      -   0.99996841  x   0.99985371  =   0.99982213
 OJ0823
 OJ0823|---------------------------------------------------------------------|
 OJ0823| PID    Reference Object                     Distance      Geod. Az  |
 OJ0823|                                                           dddmmss.s |
 OJ0823| OJ0822 77001 MIDH RM 1                      10.458 METERS 00043     |
 OJ0823| OJ0829 77001 MIDH AZ MK 2                  APPROX. 1.2 KM 1773206.9 |
 OJ0823| CH0704 77001 RM 2                            5.774 METERS 26954     |
 OJ0823| OJ0832 77001 MIDH AZ MK 1                  APPROX. 1.3 KM 3572944.1 |
 OJ0823|---------------------------------------------------------------------|
 OJ0823
 OJ0823                          SUPERSEDED SURVEY CONTROL
 OJ0823
 OJ0823  NAD 83(1986)-  43 01 40.24633(N)    082 45 45.66903(W) AD(       ) 2
 OJ0823  NAD 27      -  43 01 40.14853(N)    082 45 45.93140(W) AD(       ) 2
 OJ0823  NGVD 29 (07/19/86)  236.2    (m)          775.     (f) VERT ANG       
 OJ0823
 OJ0823.Superseded values are not recommended for survey control.
 OJ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0823.See file dsdata.txt to determine how the superseded data were derived.
 OJ0823
 OJ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5639065415(NAD 83)
 OJ0823_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0823_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0823
 OJ0823  HISTORY     - Date     Condition        Report By
 OJ0823  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0823
 OJ0823                          STATION DESCRIPTION
 OJ0823
 OJ0823'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0823'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EMMET, 4 MILES
 OJ0823'SOUTHWEST OF AVOCA, 8-1/2 MILES EAST-NORTHEAST OF CAPAC ON
 OJ0823'STATE HIGHWAY RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF SECTION
 OJ0823'24.
 OJ0823'
 OJ0823'TO REACH THE STATION FROM THE INTERSECTION OF M-19 AND M-21
 OJ0823'GO NORTH ON M-19 FOR 2.1 MILES TO THE STATION ON THE LEFT.  TO
 OJ0823'REACH AZIMUTH MARK 1 FROM THE STATION GO NORTH ON M-19 FOR 0.8
 OJ0823'MILE TO THE MARK ON THE LEFT.  TO REACH AZIMUTH MARK 2 FROM THE
 OJ0823'STATION GO SOUTH ON M-19 FOR 0.75 MILE TO THE MARK ON THE
 OJ0823'RIGHT.
 OJ0823'
 OJ0823'STATION MARKS, STAMPED---77001 1976---, ARE MICHIGAN DEPARTMENT
 OJ0823'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0823'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0823'SURFACE.  IT IS 56.6 FEET NORTHEAST OF A TELEPHONE POLE, 38.2
 OJ0823'FEET WEST OF THE CENTER OF M-19, 21 FEET EAST OF A FENCE AND 5
 OJ0823'FEET SOUTHEAST OF A WITNESS POST.
 OJ0823'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0823'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0823'
 OJ0823'REFERENCE MARK 1, STAMPED---NO 1 77001 1976---, IS SET IN THE
 OJ0823'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0823'GROUND SURFACE.  IT IS 58.5 FEET SOUTHEAST OF A TELEPHONE POLE,
 OJ0823'36.5 FEET WEST OF THE CENTERLINE OF M-19 AND 22.5 FEET EAST OF
 OJ0823'A FENCE.
 OJ0823'
 OJ0823'REFERENCE MARK 2, STAMPED---NO 2 77001 1976---, IS SET IN THE
 OJ0823'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0823'GROUND SURFACE.  IT IS 57.2 FEET WEST OF THE CENTERLINE OF M-19,
 OJ0823'53.7 FEET NORTH OF A TELEPHONE POLE AND 2 FEET EAST OF A FENCE.
 OJ0823'
 OJ0823'AZIMUTH MARK 1, STAMPED---AZ 1 77001 1976---, ARE REFERENCE
 OJ0823'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0823'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0823'IT IS 48 FEET WEST OF THE CENTERLINE OF M-19, 33.4 FEET
 OJ0823'NORTHEAST OF A POWER POLE, 26 FEET SOUTHEAST OF A TELEPHONE
 OJ0823'POLE, 12 FEET EAST OF A FENCE AND 3 FEET EAST OF A WITNESS
 OJ0823'POST.
 OJ0823'
 OJ0823'AZIMUTH MARK 2, STAMPED---AZ 2 77001 1976---, IS SET IN THE TOP
 OJ0823'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 OJ0823'GROUND SURFACE.  IT IS 38.2 FEET WEST OF THE CENTERLINE OF M-19,
 OJ0823'27.3 FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF A
 OJ0823'FENCE AND 3 FEET EAST OF A WITNESS POST.
 OJ0823'
 OJ0823'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0823'TRANSPORTATION DISKS.
 OJ0823'
 OJ0823'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0823'DESCRIBED BY G. ANDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0832 ***********************************************************************
 OJ0832  DESIGNATION -  77001 MIDH AZ MK 1
 OJ0832  PID         -  OJ0832
 OJ0832  STATE/COUNTY-  MI/ST CLAIR
 OJ0832  USGS QUAD   -  BROCKWAY (1978)
 OJ0832
 OJ0832                         *CURRENT SURVEY CONTROL
 OJ0832  ___________________________________________________________________
 OJ0832* NAD 83(1994)-  43 02 22.83242(N)    082 45 48.17643(W)     ADJUSTED  
 OJ0832* NAVD 88     -       236.5    (meters)     776.     (feet)  VERTCON   
 OJ0832  ___________________________________________________________________
 OJ0832  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 OJ0832  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0832
 OJ0832  HORZ ORDER  -  SECOND
 OJ0832
 OJ0832.The horizontal coordinates were established by classical geodetic methods
 OJ0832.and adjusted by the National Geodetic Survey in February 1997..
 OJ0832
 OJ0832.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0832
 OJ0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0832
 OJ0832.The geoid height was determined by GEOID03.
 OJ0832
 OJ0832;                    North         East     Units Scale Factor Converg.
 OJ0832;SPC MI S     -   172,267.680 4,130,629.620   MT  0.99991051   +1 05 27.9
 OJ0832;SPC MI S     -   565,182.68 13,551,934.45   iFT  0.99991051   +1 05 27.9
 OJ0832;UTM  17      - 4,766,729.572   356,360.535   MT  0.99985382   -1 12 13.4
 OJ0832
 OJ0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0832!SPC MI S     -   0.99996835  x   0.99991051  =   0.99987886
 OJ0832!UTM  17      -   0.99996835  x   0.99985382  =   0.99982217
 OJ0832
 OJ0832                          SUPERSEDED SURVEY CONTROL
 OJ0832
 OJ0832  NAD 83(1986)-  43 02 22.82236(N)    082 45 48.20746(W) AD(       ) 2
 OJ0832  NAD 27      -  43 02 22.72489(N)    082 45 48.46931(W) AD(       ) 2
 OJ0832  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 OJ0832
 OJ0832.Superseded values are not recommended for survey control.
 OJ0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0832.See file dsdata.txt to determine how the superseded data were derived.
 OJ0832
 OJ0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5636166730(NAD 83)
 OJ0832_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0832+STABILITY: SURFACE MOTION
 OJ0832
 OJ0832  HISTORY     - Date     Condition        Report By
 OJ0832  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0832
 OJ0832                          STATION DESCRIPTION
 OJ0832
 OJ0832'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0832'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EMMET, 4 MILES
 OJ0832'SOUTHWEST OF AVOCA, 8-1/2 MILES EAST-NORTHEAST OF CAPAC ON
 OJ0832'STATE HIGHWAY RIGHT-OF-WAY.
 OJ0832'
 OJ0832'TO REACH THE STATION FROM THE INTERSECTION OF M-19 AND M-21
 OJ0832'GO NORTH ON M-19 FOR 2.9 MILES TO THE MARK ON THE LEFT.
 OJ0832'
 OJ0832'AZIMUTH MARK 1, STAMPED---AZ 1 77001 1976---, ARE REFERENCE
 OJ0832'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0832'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0832'IT IS 48 FEET WEST OF THE CENTERLINE OF M-19, 33.4 FEET
 OJ0832'NORTHEAST OF A POWER POLE, 26 FEET SOUTHEAST OF A TELEPHONE
 OJ0832'POLE, 12 FEET EAST OF A FENCE AND 3 FEET EAST OF A WITNESS
 OJ0832'POST.
 OJ0832'
 OJ0832'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0832'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0832'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0829 ***********************************************************************
 OJ0829  DESIGNATION -  77001 MIDH AZ MK 2
 OJ0829  PID         -  OJ0829
 OJ0829  STATE/COUNTY-  MI/ST CLAIR
 OJ0829  USGS QUAD   -  BROCKWAY (1978)
 OJ0829
 OJ0829                         *CURRENT SURVEY CONTROL
 OJ0829  ___________________________________________________________________
 OJ0829* NAD 83(1994)-  43 01 01.01909(N)    082 45 43.33600(W)     ADJUSTED  
 OJ0829* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 OJ0829  ___________________________________________________________________
 OJ0829  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 OJ0829  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OJ0829
 OJ0829  HORZ ORDER  -  SECOND
 OJ0829
 OJ0829.The horizontal coordinates were established by classical geodetic methods
 OJ0829.and adjusted by the National Geodetic Survey in February 1997..
 OJ0829
 OJ0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0829
 OJ0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0829
 OJ0829.The geoid height was determined by GEOID03.
 OJ0829
 OJ0829;                    North         East     Units Scale Factor Converg.
 OJ0829;SPC MI S     -   169,745.755 4,130,787.268   MT  0.99990952   +1 05 31.2
 OJ0829;SPC MI S     -   556,908.65 13,552,451.67   iFT  0.99990952   +1 05 31.2
 OJ0829;UTM  17      - 4,764,203.500   356,417.084   MT  0.99985362   -1 12 08.3
 OJ0829
 OJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0829!SPC MI S     -   0.99996849  x   0.99990952  =   0.99987802
 OJ0829!UTM  17      -   0.99996849  x   0.99985362  =   0.99982212
 OJ0829
 OJ0829                          SUPERSEDED SURVEY CONTROL
 OJ0829
 OJ0829  NAD 83(1986)-  43 01 01.00903(N)    082 45 43.36764(W) AD(       ) 2
 OJ0829  NAD 27      -  43 01 00.91092(N)    082 45 43.63049(W) AD(       ) 2
 OJ0829  NGVD 29 (07/19/86)  235.7    (m)          773.     (f) VERT ANG       
 OJ0829
 OJ0829.Superseded values are not recommended for survey control.
 OJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0829.See file dsdata.txt to determine how the superseded data were derived.
 OJ0829
 OJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5641764203(NAD 83)
 OJ0829_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0829+STABILITY: SURFACE MOTION
 OJ0829
 OJ0829  HISTORY     - Date     Condition        Report By
 OJ0829  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0829
 OJ0829                          STATION DESCRIPTION
 OJ0829
 OJ0829'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0829'THE STATION IS LOCATED ABOUT 2.5 MILES NORTH OF EMMET, 4 MILES
 OJ0829'SOUTHWEST OF AVOCA, 8-1/2 MILES EAST-NORTHEAST OF CAPAC ON
 OJ0829'STATE HIGHWAY RIGHT-OF-WAY.
 OJ0829'
 OJ0829'TO REACH THE STATION FROM THE INTERSECTION OF M-19 AND M-21
 OJ0829'GO NORTH ON M-19 FOR 1.35 MILES TO THE STATION ON THE LEFT.
 OJ0829'
 OJ0829'AZIMUTH MARK 2, STAMPED---AZ 2 77001 1976---, IS SET IN THE TOP
 OJ0829'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH WITH THE
 OJ0829'GROUND SURFACE.  IT IS 38.2 FEET WEST OF THE CENTERLINE OF M-19,
 OJ0829'27.3 FEET SOUTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF A
 OJ0829'FENCE AND 3 FEET EAST OF A WITNESS POST.
 OJ0829'
 OJ0829'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77001 MIDH.
 OJ0829'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0829'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0810 ***********************************************************************
 OJ0810  DESIGNATION -  77002
 OJ0810  PID         -  OJ0810
 OJ0810  STATE/COUNTY-  MI/ST CLAIR
 OJ0810  USGS QUAD   -  AVOCA (1976)
 OJ0810
 OJ0810                         *CURRENT SURVEY CONTROL
 OJ0810  ___________________________________________________________________
 OJ0810* NAD 83(1994)-  43 03 40.57311(N)    082 42 18.58290(W)     ADJUSTED  
 OJ0810* NAVD 88     -       233.7    (meters)     767.     (feet)  VERTCON   
 OJ0810  ___________________________________________________________________
 OJ0810  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 OJ0810  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0810
 OJ0810  HORZ ORDER  -  SECOND
 OJ0810
 OJ0810.The horizontal coordinates were established by classical geodetic methods
 OJ0810.and adjusted by the National Geodetic Survey in February 1997..
 OJ0810
 OJ0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0810
 OJ0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0810
 OJ0810.The geoid height was determined by GEOID03.
 OJ0810
 OJ0810;                    North         East     Units Scale Factor Converg.
 OJ0810;SPC MI S     -   174,758.000 4,135,325.262   MT  0.99991160   +1 07 50.5
 OJ0810;SPC MI S     -   573,353.02 13,567,340.10   iFT  0.99991160   +1 07 50.5
 OJ0810;UTM  17      - 4,769,029.711   361,151.819   MT  0.99983717   -1 09 52.0
 OJ0810
 OJ0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0810!SPC MI S     -   0.99996878  x   0.99991160  =   0.99988039
 OJ0810!UTM  17      -   0.99996878  x   0.99983717  =   0.99980596
 OJ0810
 OJ0810|---------------------------------------------------------------------|
 OJ0810| PID    Reference Object                     Distance      Geod. Az  |
 OJ0810|                                                           dddmmss.s |
 OJ0810| OJ0809 77002 MIDH RM 1                      12.604 METERS 08555     |
 OJ0810| OJ0806 77002 MIDH AZ MK 2                  APPROX. 0.8 KM 0865155.3 |
 OJ0810| OJ0812 77002 MIDH AZ MK 1                  APPROX. 0.8 KM 2640912.7 |
 OJ0810| CH0705 77002 RM 2                           22.266 METERS 26559     |
 OJ0810|---------------------------------------------------------------------|
 OJ0810
 OJ0810                          SUPERSEDED SURVEY CONTROL
 OJ0810
 OJ0810  NAD 83(1986)-  43 03 40.56219(N)    082 42 18.61338(W) AD(       ) 2
 OJ0810  NAD 27      -  43 03 40.46415(N)    082 42 18.88137(W) AD(       ) 2
 OJ0810  NGVD 29 (07/19/86)  233.8    (m)          767.     (f) VERT ANG       
 OJ0810
 OJ0810.Superseded values are not recommended for survey control.
 OJ0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0810.See file dsdata.txt to determine how the superseded data were derived.
 OJ0810
 OJ0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6115269030(NAD 83)
 OJ0810_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0810_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0810
 OJ0810  HISTORY     - Date     Condition        Report By
 OJ0810  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0810
 OJ0810                          STATION DESCRIPTION
 OJ0810
 OJ0810'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0810'THE STATION IS LOCATED ABOUT 3/4 MILE WEST OF AVOCA, 3-1/2
 OJ0810'MILES SOUTHEAST OF BROCKWAY, 5-1/2 MILES NORTHEAST OF EMMETT
 OJ0810'ON STATE HIGHWAY RIGHT-OF-WAY AND IN THE SOUTHEAST 1/4 OF
 OJ0810'SECTION 4, T 7 N, R 15 E.
 OJ0810'
 OJ0810'TO REACH THE STATION FROM THE INTERSECTION OF KILGORE ROAD AND
 OJ0810'M-136 AT AVOCA GO WEST ALONG M-136 FOR 1/2 MILE TO THE STATION
 OJ0810'ON THE RIGHT.  TO REACH AZIMUTH MARK 1 FROM THE STATION GO WEST
 OJ0810'ALONG M-136 FOR 1/2 MILE TO THE MARK ON THE LEFT.  TO REACH
 OJ0810'AZIMUTH MARK 2 FROM THE STATION GO EAST ALONG M-136 FOR 1/2
 OJ0810'MILE TO THE MARK ON THE RIGHT.
 OJ0810'
 OJ0810'THE STATION MARKS, STAMPED---77002 1976---, ARE MICHIGAN
 OJ0810'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 OJ0810'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 OJ0810'THE GROUND SURFACE.  IT IS 60 FEET NORTH-NORTHWEST OF A MAIL
 OJ0810'BOX, 32.5 FEET NORTH OF THE CENTER OF M-136, AND 13.7 FEET
 OJ0810'SOUTH-SOUTHEAST OF A UTILITY POLE.  THE UNDERGROUND DISK IS SET
 OJ0810'IN THE TOP OF A IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0810'GROUND SURFACE.
 OJ0810'
 OJ0810'REFERENCE MARK 1, STAMPED---NO 1 77002 1976---, IS SET IN THE
 OJ0810'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0810'GROUND SURFACE.  IT IS 54.5 FEET EAST-SOUTHEAST OF A UTILITY
 OJ0810'POLE, 52.2 FEET NORTH-NORTHEAST OF A MAIL BOX AND 41.4 FEET
 OJ0810'EAST OF THE STATION.
 OJ0810'
 OJ0810'REFERENCE MARK 2, STAMPED---NO 2 77002 1976---, IS SET IN THE
 OJ0810'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0810'GROUND SURFACE.  IT IS 73 FEET WEST OF THE STATION, 59.7 FEET
 OJ0810'WEST-SOUTHWEST OF A UTILITY POLE AND 33 FEET NORTH OF THE
 OJ0810'CENTERLINE OF M-136.
 OJ0810'
 OJ0810'AZIMUTH MARK 1, STAMPED---AZ 1 77002 1976---, ARE REFERENCE
 OJ0810'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0810'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0810'IT IS 36 FEET WEST OF THE CENTER OF BROWN ROAD AND 32-1/2 FEET
 OJ0810'SOUTH OF THE CENTER OF M-136.  THE UNDERGROUND DISK IS SET IN
 OJ0810'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OJ0810'THE GROUND SURFACE.
 OJ0810'
 OJ0810'AZIMUTH MARK 2, STAMPED---AZ 2 77002 1976---, ARE REFERENCE
 OJ0810'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0810'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0810'IT IS 111 FEET WEST OF THE CENTER OF KILGORE ROAD, 42.6 FEET
 OJ0810'SOUTH OF THE CENTERLINE OF M-136 AND 29.2 FEET NORTH-NORTHEAST
 OJ0810'OF THE CURVE OF THE CENTERLINE FROM KILGOR ROAD TO M-136.
 OJ0810'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0810'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0810'
 OJ0810'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 OJ0810'TRANSPORTATION DISKS.
 OJ0810'
 OJ0810'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 OJ0810'DESCRIBED BY G. ANDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0812 ***********************************************************************
 OJ0812  DESIGNATION -  77002 MIDH AZ MK 1
 OJ0812  PID         -  OJ0812
 OJ0812  STATE/COUNTY-  MI/ST CLAIR
 OJ0812  USGS QUAD   -  AVOCA (1976)
 OJ0812
 OJ0812                         *CURRENT SURVEY CONTROL
 OJ0812  ___________________________________________________________________
 OJ0812* NAD 83(1994)-  43 03 37.88178(N)    082 42 54.40699(W)     ADJUSTED  
 OJ0812* NAVD 88     -       233.1    (meters)     765.     (feet)  VERTCON   
 OJ0812  ___________________________________________________________________
 OJ0812  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 OJ0812  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0812
 OJ0812  HORZ ORDER  -  SECOND
 OJ0812
 OJ0812.The horizontal coordinates were established by classical geodetic methods
 OJ0812.and adjusted by the National Geodetic Survey in February 1997..
 OJ0812
 OJ0812.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0812
 OJ0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0812
 OJ0812.The geoid height was determined by GEOID03.
 OJ0812
 OJ0812;                    North         East     Units Scale Factor Converg.
 OJ0812;SPC MI S     -   174,659.023 4,134,516.501   MT  0.99991156   +1 07 26.2
 OJ0812;SPC MI S     -   573,028.29 13,564,686.68   iFT  0.99991156   +1 07 26.2
 OJ0812;UTM  17      - 4,768,963.207   360,339.802   MT  0.99983995   -1 10 16.4
 OJ0812
 OJ0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0812!SPC MI S     -   0.99996888  x   0.99991156  =   0.99988044
 OJ0812!UTM  17      -   0.99996888  x   0.99983995  =   0.99980883
 OJ0812
 OJ0812                          SUPERSEDED SURVEY CONTROL
 OJ0812
 OJ0812  NAD 83(1986)-  43 03 37.87101(N)    082 42 54.43749(W) AD(       ) 2
 OJ0812  NAD 27      -  43 03 37.77315(N)    082 42 54.70432(W) AD(       ) 2
 OJ0812  NGVD 29 (07/19/86)  233.2    (m)          765.     (f) VERT ANG       
 OJ0812
 OJ0812.Superseded values are not recommended for survey control.
 OJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0812.See file dsdata.txt to determine how the superseded data were derived.
 OJ0812
 OJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6034068963(NAD 83)
 OJ0812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0812+STABILITY: SURFACE MOTION
 OJ0812
 OJ0812  HISTORY     - Date     Condition        Report By
 OJ0812  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0812
 OJ0812                          STATION DESCRIPTION
 OJ0812
 OJ0812'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0812'THE STATION IS LOCATED ABOUT 1-1/4 MILES WEST OF AVOCA, 3
 OJ0812'MILES SOUTHEAST OF BROCKWAY, 5-1/2 MILES NORTHEAST OF EMMETT
 OJ0812'ON STATE HIGHWAY RIGHT-OF-WAY.
 OJ0812'
 OJ0812'TO REACH THE STATION FROM THE INTERSECTION OF KILGORE ROAD AND
 OJ0812'M-136 AT AVOCA GO WEST ALONG M-136 FOR 1 MILE TO THE STATION
 OJ0812'ON THE LEFT.
 OJ0812'
 OJ0812'AZIMUTH MARK 1, STAMPED---AZ 1 77002 1976---, ARE REFERENCE
 OJ0812'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0812'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0812'IT IS 36 FEET WEST OF THE CENTER OF BROWN ROAD AND 32-1/2 FEET
 OJ0812'SOUTH OF THE CENTER OF M-136.  THE UNDERGROUND DISK IS SET IN
 OJ0812'THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 48 INCHES BELOW
 OJ0812'THE GROUND SURFACE.
 OJ0812'
 OJ0812'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77002 MIDH.
 OJ0812'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0812'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0806 ***********************************************************************
 OJ0806  DESIGNATION -  77002 MIDH AZ MK 2
 OJ0806  PID         -  OJ0806
 OJ0806  STATE/COUNTY-  MI/ST CLAIR
 OJ0806  USGS QUAD   -  AVOCA (1976)
 OJ0806
 OJ0806                         *CURRENT SURVEY CONTROL
 OJ0806  ___________________________________________________________________
 OJ0806* NAD 83(1994)-  43 03 41.91426(N)    082 41 45.15056(W)     ADJUSTED  
 OJ0806* NAVD 88     -       233.3    (meters)     765.     (feet)  VERTCON   
 OJ0806  ___________________________________________________________________
 OJ0806  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 OJ0806  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0806
 OJ0806  HORZ ORDER  -  SECOND
 OJ0806
 OJ0806.The horizontal coordinates were established by classical geodetic methods
 OJ0806.and adjusted by the National Geodetic Survey in February 1997..
 OJ0806
 OJ0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0806
 OJ0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0806
 OJ0806.The geoid height was determined by GEOID03.
 OJ0806
 OJ0806;                    North         East     Units Scale Factor Converg.
 OJ0806;SPC MI S     -   174,814.344 4,136,080.724   MT  0.99991162   +1 08 13.3
 OJ0806;SPC MI S     -   573,537.87 13,569,818.65   iFT  0.99991162   +1 08 13.3
 OJ0806;UTM  17      - 4,769,055.753   361,908.874   MT  0.99983459   -1 09 29.2
 OJ0806
 OJ0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0806!SPC MI S     -   0.99996885  x   0.99991162  =   0.99988047
 OJ0806!UTM  17      -   0.99996885  x   0.99983459  =   0.99980344
 OJ0806
 OJ0806                          SUPERSEDED SURVEY CONTROL
 OJ0806
 OJ0806  NAD 83(1986)-  43 03 41.90320(N)    082 41 45.18104(W) AD(       ) 2
 OJ0806  NAD 27      -  43 03 41.80500(N)    082 41 45.45012(W) AD(       ) 2
 OJ0806  NGVD 29 (07/19/86)  233.4    (m)          766.     (f) VERT ANG       
 OJ0806
 OJ0806.Superseded values are not recommended for survey control.
 OJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0806.See file dsdata.txt to determine how the superseded data were derived.
 OJ0806
 OJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6190969056(NAD 83)
 OJ0806_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0806_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0806+STABILITY: SURFACE MOTION
 OJ0806
 OJ0806  HISTORY     - Date     Condition        Report By
 OJ0806  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0806
 OJ0806                          STATION DESCRIPTION
 OJ0806
 OJ0806'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0806'THE STATION IS LOCATED AT AVOCA, AND ON STATE ROAD RIGHT-
 OJ0806'OF-WAY PROPERTY IN THE SOUTHEAST ANGLE OF THE INTERSECTION
 OJ0806'OF KILGORE ROAD AND M-136.
 OJ0806'
 OJ0806'AZIMUTH MARK 2, STAMPED---AZ 2 77002 1976---, ARE REFERENCE
 OJ0806'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0806'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0806'IT IS 111 FEET WEST OF THE CENTER OF KILGORE ROAD, 42.6 FEET
 OJ0806'SOUTH OF THE CENTERLINE OF M-136 AND 29.2 FEET NORTH-NORTHEAST
 OJ0806'OF THE CURVE OF THE CENTERLINE FROM KILGOR ROAD TO M-136.
 OJ0806'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0806'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0806'
 OJ0806'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77002 MIDH.
 OJ0806'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0806'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0825 ***********************************************************************
 OJ0825  DESIGNATION -  77003
 OJ0825  PID         -  OJ0825
 OJ0825  STATE/COUNTY-  MI/ST CLAIR
 OJ0825  USGS QUAD   -  BROCKWAY (1978)
 OJ0825
 OJ0825                         *CURRENT SURVEY CONTROL
 OJ0825  ___________________________________________________________________
 OJ0825* NAD 83(1994)-  43 05 15.02225(N)    082 45 56.91714(W)     ADJUSTED  
 OJ0825* NAVD 88     -       245.8    (meters)     806.     (feet)  VERTCON   
 OJ0825  ___________________________________________________________________
 OJ0825  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 OJ0825  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OJ0825
 OJ0825  HORZ ORDER  -  SECOND
 OJ0825
 OJ0825.The horizontal coordinates were established by classical geodetic methods
 OJ0825.and adjusted by the National Geodetic Survey in February 1997..
 OJ0825
 OJ0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0825
 OJ0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0825
 OJ0825.The geoid height was determined by GEOID03.
 OJ0825
 OJ0825;                    North         East     Units Scale Factor Converg.
 OJ0825;SPC MI S     -   177,576.168 4,130,330.802   MT  0.99991311   +1 05 21.9
 OJ0825;SPC MI S     -   582,598.98 13,550,954.07   iFT  0.99991311   +1 05 21.9
 OJ0825;UTM  17      - 4,772,045.461   356,274.570   MT  0.99985412   -1 12 23.2
 OJ0825
 OJ0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0825!SPC MI S     -   0.99996688  x   0.99991311  =   0.99987999
 OJ0825!UTM  17      -   0.99996688  x   0.99985412  =   0.99982100
 OJ0825
 OJ0825:                Primary Azimuth Mark                     Grid Az
 OJ0825:SPC MI S     -  AVOCA GREENWOOD ENERGY STACK             069 23 26.4
 OJ0825:UTM  17      -  AVOCA GREENWOOD ENERGY STACK             071 41 11.5
 OJ0825
 OJ0825|---------------------------------------------------------------------|
 OJ0825| PID    Reference Object                     Distance      Geod. Az  |
 OJ0825|                                                           dddmmss.s |
 OJ0825| OJ0808 AVOCA GREENWOOD ENERGY STACK        APPROX. 6.0 KM 0702848.3 |
 OJ0825| OJ0824 77003 MIDH RM 1                       7.764 METERS 08618     |
 OJ0825| OJ0820 77003 MIDH AZ MK 1                  APPROX. 0.8 KM 0865908.4 |
 OJ0825| CH0706 77003 RM 2                           16.358 METERS 17732     |
 OJ0825| OJ0827 77003 MIDH AZ MK 2                  APPROX. 1.3 KM 3561604.3 |
 OJ0825|---------------------------------------------------------------------|
 OJ0825
 OJ0825                          SUPERSEDED SURVEY CONTROL
 OJ0825
 OJ0825  NAD 83(1986)-  43 05 15.01220(N)    082 45 56.94685(W) AD(       ) 2
 OJ0825  NAD 27      -  43 05 14.91606(N)    082 45 57.20665(W) AD(       ) 2
 OJ0825  NGVD 29 (07/19/86)  245.9    (m)          807.     (f) VERT ANG       
 OJ0825
 OJ0825.Superseded values are not recommended for survey control.
 OJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0825.See file dsdata.txt to determine how the superseded data were derived.
 OJ0825
 OJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5627572045(NAD 83)
 OJ0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0825_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0825
 OJ0825  HISTORY     - Date     Condition        Report By
 OJ0825  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0825
 OJ0825                          STATION DESCRIPTION
 OJ0825
 OJ0825'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0825'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHEAST OF YALE,
 OJ0825'4 MILES NORTHWEST OF AVOCA, 6.5 MILES NORTH OF EMMETT AND IN
 OJ0825'THE SOUTHEAST 1/4 OF SECTION 25, T 8 N, R 14 E.
 OJ0825'
 OJ0825'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO NORTH
 OJ0825'ALONG M-19 FOR 6.9 MILES TO NORMAN ROAD AND THE STATION ON THE
 OJ0825'RIGHT.  TO REACH AZIMUTH MARK 1 FROM THE STATION GO EAST ALONG
 OJ0825'NORMAN ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.  TO REACH
 OJ0825'AZIMUTH MARK 2 FROM THE STATION GO NORTH ALONG M-19 FOR 0.8
 OJ0825'MILE TO THE MARK ON THE LEFT.
 OJ0825'
 OJ0825'STATION MARKS, STAMPED---77003 1976---, ARE MICHIGAN DEPARTMENT
 OJ0825'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0825'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0825'SURFACE.  IT IS 59.8 FEET NORTH-NORTHEAST OF A UTILITY POLE, 51
 OJ0825'FEET EAST OF THE CENTERLINE OF M-19 AND 26 FEET NORTH OF THE
 OJ0825'CENTERLINE OF NORMAN ROAD.
 OJ0825'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0825'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0825'
 OJ0825'REFERENCE MARK 1, STAMPED---NO 1 77003 1976---, IS SET IN THE
 OJ0825'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0825'GROUND SURFACE.  IT IS 71.1 FEET NORTHEAST OF A UTILITY POLE,
 OJ0825'26 FEET NORTH OF THE CENTERLINE OF NORMAN ROAD AND 25.5 FEET
 OJ0825'EAST OF THE STATION.
 OJ0825'
 OJ0825'REFERENCE MARK 2, STAMPED---NO 2 77003 1976---, IS SET IN THE
 OJ0825'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0825'GROUND SURFACE.  IT IS 51 FEET EAST OF THE CENTERLINE OF M-19
 OJ0825'28 FEET SOUTH OF THE CENTERLINE OF NORMAN ROAD AND 17 FEET
 OJ0825'EAST OF A TELEPHONE POLE.
 OJ0825'
 OJ0825'AZIMUTH MARK 1, STAMPED---AZ 1 77003 1976---, IS A REFERENCE MARK
 OJ0825'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0825'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET
 OJ0825'NORTH OF THE CENTER OF NORMAN ROAD, 26 FEET EAST OF THE CENTER
 OJ0825'OF CORK ROAD AND 7 FEET NORTH-NORTHWEST OF A FENCE CORNER AND
 OJ0825'4 FEET SOUTH OF A WITNESS POST.
 OJ0825'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0825'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0825'
 OJ0825'AZIMUTH MARK 2, STAMPED---AZ 2 77003 1976---, IS A REFERENCE MARK
 OJ0825'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0825'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 224.5
 OJ0825'FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF AN 18 INCH
 OJ0825'CULVERT WITH HEADWALLS, 115 FEET SOUTHWEST OF A TRAFFIC, (CURVE
 OJ0825'AND SPEED LIMIT SIGN) AND 30.5 FEET WEST OF THE CENTERLINE OF
 OJ0825'M-19.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0825'
 OJ0825'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0825'
 OJ0825'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 OJ0825'DESCRIBED BY G. ANDERSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0820 ***********************************************************************
 OJ0820  DESIGNATION -  77003 MIDH AZ MK 1
 OJ0820  PID         -  OJ0820
 OJ0820  STATE/COUNTY-  MI/ST CLAIR
 OJ0820  USGS QUAD   -  BROCKWAY (1978)
 OJ0820
 OJ0820                         *CURRENT SURVEY CONTROL
 OJ0820  ___________________________________________________________________
 OJ0820* NAD 83(1994)-  43 05 16.37323(N)    082 45 21.87479(W)     ADJUSTED  
 OJ0820* NAVD 88     -       244.4    (meters)     802.     (feet)  VERTCON   
 OJ0820  ___________________________________________________________________
 OJ0820  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 OJ0820  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OJ0820
 OJ0820  HORZ ORDER  -  SECOND
 OJ0820
 OJ0820.The horizontal coordinates were established by classical geodetic methods
 OJ0820.and adjusted by the National Geodetic Survey in February 1997..
 OJ0820
 OJ0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0820
 OJ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0820
 OJ0820.The geoid height was determined by GEOID03.
 OJ0820
 OJ0820;                    North         East     Units Scale Factor Converg.
 OJ0820;SPC MI S     -   177,632.961 4,131,122.383   MT  0.99991313   +1 05 45.8
 OJ0820;SPC MI S     -   582,785.31 13,553,551.13   iFT  0.99991313   +1 05 45.8
 OJ0820;UTM  17      - 4,772,070.497   357,067.742   MT  0.99985132   -1 11 59.3
 OJ0820
 OJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0820!SPC MI S     -   0.99996710  x   0.99991313  =   0.99988023
 OJ0820!UTM  17      -   0.99996710  x   0.99985132  =   0.99981842
 OJ0820
 OJ0820                          SUPERSEDED SURVEY CONTROL
 OJ0820
 OJ0820  NAD 83(1986)-  43 05 16.36304(N)    082 45 21.90451(W) AD(       ) 2
 OJ0820  NAD 27      -  43 05 16.26672(N)    082 45 22.16545(W) AD(       ) 2
 OJ0820  NGVD 29 (07/19/86)  244.5    (m)          802.     (f) VERT ANG       
 OJ0820
 OJ0820.Superseded values are not recommended for survey control.
 OJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0820.See file dsdata.txt to determine how the superseded data were derived.
 OJ0820
 OJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5706872070(NAD 83)
 OJ0820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0820+STABILITY: SURFACE MOTION
 OJ0820
 OJ0820  HISTORY     - Date     Condition        Report By
 OJ0820  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0820
 OJ0820                          STATION DESCRIPTION
 OJ0820
 OJ0820'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0820'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHEAST OF YALE,
 OJ0820'4 MILES NORTHWEST OF AVOCA, 6.5 MILES NORTH OF EMMETT.
 OJ0820'
 OJ0820'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO NORTH
 OJ0820'ALONG M-19 FOR 6.9 MILES TO NORMAN ROAD TURN RIGHT AND GO EAST
 OJ0820'ALONG NORMAN ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 OJ0820'
 OJ0820'AZIMUTH MARK 1, STAMPED---AZ 1 77003 1976---, IS A REFERENCE MARK
 OJ0820'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0820'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 33 FEET
 OJ0820'NORTH OF THE CENTER OF NORMAN ROAD, 26 FEET EAST OF THE CENTER
 OJ0820'OF CORK ROAD AND 7 FEET NORTH-NORTHWEST OF A FENCE CORNER AND
 OJ0820'4 FEET SOUTH OF A WITNESS POST.
 OJ0820'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0820'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0820'
 OJ0820'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77003 MIDH.
 OJ0820'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0820'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0827 ***********************************************************************
 OJ0827  DESIGNATION -  77003 MIDH AZ MK 2
 OJ0827  PID         -  OJ0827
 OJ0827  STATE/COUNTY-  MI/ST CLAIR
 OJ0827  USGS QUAD   -  BROCKWAY (1978)
 OJ0827
 OJ0827                         *CURRENT SURVEY CONTROL
 OJ0827  ___________________________________________________________________
 OJ0827* NAD 83(1994)-  43 05 56.36618(N)    082 46 00.59738(W)     ADJUSTED  
 OJ0827* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 OJ0827  ___________________________________________________________________
 OJ0827  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 OJ0827  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0827
 OJ0827  HORZ ORDER  -  SECOND
 OJ0827
 OJ0827.The horizontal coordinates were established by classical geodetic methods
 OJ0827.and adjusted by the National Geodetic Survey in February 1997..
 OJ0827
 OJ0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0827
 OJ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0827
 OJ0827.The geoid height was determined by GEOID03.
 OJ0827
 OJ0827;                    North         East     Units Scale Factor Converg.
 OJ0827;SPC MI S     -   178,850.102 4,130,223.344   MT  0.99991383   +1 05 19.4
 OJ0827;SPC MI S     -   586,778.55 13,550,601.52   iFT  0.99991383   +1 05 19.4
 OJ0827;UTM  17      - 4,773,322.602   356,218.238   MT  0.99985432   -1 12 26.7
 OJ0827
 OJ0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0827!SPC MI S     -   0.99996713  x   0.99991383  =   0.99988096
 OJ0827!UTM  17      -   0.99996713  x   0.99985432  =   0.99982145
 OJ0827
 OJ0827                          SUPERSEDED SURVEY CONTROL
 OJ0827
 OJ0827  NAD 83(1986)-  43 05 56.35614(N)    082 46 00.62679(W) AD(       ) 2
 OJ0827  NAD 27      -  43 05 56.26033(N)    082 46 00.88603(W) AD(       ) 2
 OJ0827  NGVD 29 (07/19/86)  244.3    (m)          802.     (f) VERT ANG       
 OJ0827
 OJ0827.Superseded values are not recommended for survey control.
 OJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0827.See file dsdata.txt to determine how the superseded data were derived.
 OJ0827
 OJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5621873323(NAD 83)
 OJ0827_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0827+STABILITY: SURFACE MOTION
 OJ0827
 OJ0827  HISTORY     - Date     Condition        Report By
 OJ0827  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0827
 OJ0827                          STATION DESCRIPTION
 OJ0827
 OJ0827'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0827'THE STATION IS LOCATED ABOUT 3.3 MILES SOUTH-SOUTHEAST OF YALE,
 OJ0827'4 MILES NORTHWEST OF AVOCA, AND 7.7 MILES NORTH OF EMMETT.
 OJ0827'
 OJ0827'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO NORTH
 OJ0827'ALONG M-19 FOR 7.7 MILES TO THE MARK ON THE LEFT.
 OJ0827'
 OJ0827'AZIMUTH MARK 2, STAMPED---AZ 2 77003 1976---, IS A REFERENCE MARK
 OJ0827'DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0827'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 224.5
 OJ0827'FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST END OF AN 18 INCH
 OJ0827'CULVERT WITH HEADWALLS, 115 FEET SOUTHWEST OF A TRAFFIC, (CURVE
 OJ0827'AND SPEED LIMIT SIGN) AND 30.5 FEET WEST OF THE CENTERLINE OF
 OJ0827'M-19.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0827'MASS OF CONCRETE ABOUT 48 INCHES BELOW THE GROUND SURFACE.
 OJ0827'
 OJ0827'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77003 MIDH.
 OJ0827'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0827'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0717 ***********************************************************************
 OJ0717  DESIGNATION -  77004
 OJ0717  PID         -  OJ0717
 OJ0717  STATE/COUNTY-  MI/ST CLAIR
 OJ0717  USGS QUAD   -  LAKEPORT (1976)
 OJ0717
 OJ0717                         *CURRENT SURVEY CONTROL
 OJ0717  ___________________________________________________________________
 OJ0717* NAD 83(1994)-  43 06 28.05406(N)    082 29 15.60703(W)     ADJUSTED  
 OJ0717* NAVD 88     -       182.1    (meters)     597.     (feet)  VERTCON   
 OJ0717  ___________________________________________________________________
 OJ0717  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 OJ0717  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OJ0717
 OJ0717  HORZ ORDER  -  SECOND
 OJ0717
 OJ0717.The horizontal coordinates were established by classical geodetic methods
 OJ0717.and adjusted by the National Geodetic Survey in February 1997..
 OJ0717
 OJ0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0717
 OJ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0717
 OJ0717.The geoid height was determined by GEOID03.
 OJ0717
 OJ0717;                    North         East     Units Scale Factor Converg.
 OJ0717;SPC MI S     -   180,297.109 4,152,921.430   MT  0.99991442   +1 16 43.4
 OJ0717;SPC MI S     -   591,525.95 13,625,070.31   iFT  0.99991442   +1 16 43.4
 OJ0717;UTM  17      - 4,773,859.138   378,953.844   MT  0.99978025   -1 01 00.3
 OJ0717
 OJ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0717!SPC MI S     -   0.99997690  x   0.99991442  =   0.99989132
 OJ0717!UTM  17      -   0.99997690  x   0.99978025  =   0.99975715
 OJ0717
 OJ0717|---------------------------------------------------------------------|
 OJ0717| PID    Reference Object                     Distance      Geod. Az  |
 OJ0717|                                                           dddmmss.s |
 OJ0717| CH0707 77004 RM 1                            9.898 METERS 11014     |
 OJ0717| OJ0713 METCALF                             APPROX. 3.1 KM 1513213.4 |
 OJ0717| OJ0718 77004 MIDH RM 2                       6.769 METERS 19206     |
 OJ0717| OJ0714 77004 MIDH AZ MK                    286.036 METERS 32243     |
 OJ0717|---------------------------------------------------------------------|
 OJ0717
 OJ0717                          SUPERSEDED SURVEY CONTROL
 OJ0717
 OJ0717  NAD 83(1986)-  43 06 28.04005(N)    082 29 15.63716(W) AD(       ) 2
 OJ0717  NAD 27      -  43 06 27.93630(N)    082 29 15.92320(W) AD(       ) 2
 OJ0717  NGVD 29 (07/19/86)  182.2    (m)          598.     (f) VERT ANG       
 OJ0717
 OJ0717.Superseded values are not recommended for survey control.
 OJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0717.See file dsdata.txt to determine how the superseded data were derived.
 OJ0717
 OJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7895473859(NAD 83)
 OJ0717_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0717_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0717
 OJ0717  HISTORY     - Date     Condition        Report By
 OJ0717  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0717  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0717  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ0717
 OJ0717                          STATION DESCRIPTION
 OJ0717
 OJ0717'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0717'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF PORT
 OJ0717'HURON, AT LAKE PORT AND IN THE LAKEPORT STATE PARK AND IN THE
 OJ0717'NORTHEAST 1/4 OF SECTION 29, T 8 N, R 17 E.
 OJ0717'
 OJ0717'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0717'SOUTH ALONG HIGHWAY M-25 FOR 0.1 MILE TO LAKEPORT DRIVE, GO
 OJ0717'EAST ON LAKEPORT DRIVE FOR 300 FEET TO THE PARK SERVICE DRIVE
 OJ0717'GATE AND CONTINUE SOUTHEAST ON GRAVEL DRIVE FOR 750 FEET TO THE
 OJ0717'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM STATION
 OJ0717'GO NORTHWEST ON GRAVEL DRIVE FOR 750 FEET TO PARK GATE, GO WEST
 OJ0717'ON LAKEPORT DRIVE FOR 300 FEET TO M-25, GO NORTH ON M-25 FOR 86
 OJ0717'FEET TO THE MARK ON THE RIGHT.
 OJ0717'
 OJ0717'STATION MARKS, STAMPED---77004 1977---, ARE MICHIGAN DEPARTMENT
 OJ0717'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0717'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0717'SURFACE.  IT IS 122 FEET NORTH OF THE NORTHWEST CORNER OF A
 OJ0717'PARK BUILDING, 97 FEET EAST THE CENTER OF THE PARK DRIVE, 35
 OJ0717'FEET NORTH OF A 25 INCH PINE TREE, 26.5 FEET NORTHWEST OF A 17
 OJ0717'INCH BALSAM TREE, 14 FEET SOUTHWEST OF A 17 INCH PINE TREE AND
 OJ0717'4.2 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0717'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 OJ0717'THE GROUND SURFACE.
 OJ0717'
 OJ0717'REFERENCE MARK 1, STAMPED---NO 1 77004 1977---, IS SET IN THE
 OJ0717'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0717'GROUND SURFACE.  IT IS 34 FEET SOUTHEAST OF A 17 INCH PINE TREE,
 OJ0717'27 FEET SOUTHWEST OF A 34 INCH MAPLE TREE AND 7 FEET EAST OF A
 OJ0717'17 INCH BALSAM TREE.
 OJ0717'
 OJ0717'REFERENCE MARK 2, STAMPED---NO 2 77004 1977---, IS SET IN THE
 OJ0717'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0717'GROUND SURFACE.  IT IS 30.5 FEET WEST OF A 17 INCH BALSAM TREE
 OJ0717'AND 17 FEET NORTHWEST OF A 25 INCH PINE TREE.
 OJ0717'
 OJ0717'AZIMUTH MARK, STAMPED---AZ MK 77004 1977---, IS A REFERENCE
 OJ0717'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0717'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0717'IT IS 86 FEET NORTH OF THE CENTERLINE OF LAKEPORT DRIVE, 51
 OJ0717'FEET SOUTH OF A POWER POLE, 42.5 FEET EAST OF THE CENTER OF
 OJ0717'M-25 AND 4 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK
 OJ0717'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0717'BELOW THE GROUND SURFACE.
 OJ0717'
 OJ0717'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0717'TRANSPORTATION DISKS.
 OJ0717'
 OJ0717'HEIGHT OF LIGHT ABOVE STATION WAS 1.1 METERS.
 OJ0717'DESCRIBED BY R. WESOLOWSKI.
 OJ0717
 OJ0717                          STATION RECOVERY (1999)
 OJ0717
 OJ0717'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0717'MARK NOT FOUND.
 OJ0717
 OJ0717                          STATION RECOVERY (2004)
 OJ0717
 OJ0717'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0714 ***********************************************************************
 OJ0714  DESIGNATION -  77004 MIDH AZ MK
 OJ0714  PID         -  OJ0714
 OJ0714  STATE/COUNTY-  MI/ST CLAIR
 OJ0714  USGS QUAD   -  LAKEPORT (1976)
 OJ0714
 OJ0714                         *CURRENT SURVEY CONTROL
 OJ0714  ___________________________________________________________________
 OJ0714* NAD 83(1994)-  43 06 35.42840(N)    082 29 23.27111(W)     ADJUSTED  
 OJ0714* NAVD 88     -       182.0    (meters)     597.     (feet)  VERTCON   
 OJ0714  ___________________________________________________________________
 OJ0714  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 OJ0714  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OJ0714
 OJ0714  HORZ ORDER  -  SECOND
 OJ0714
 OJ0714.The horizontal coordinates were established by classical geodetic methods
 OJ0714.and adjusted by the National Geodetic Survey in February 1997..
 OJ0714
 OJ0714.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0714
 OJ0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0714
 OJ0714.The geoid height was determined by GEOID03.
 OJ0714
 OJ0714;                    North         East     Units Scale Factor Converg.
 OJ0714;SPC MI S     -   180,520.738 4,152,743.126   MT  0.99991456   +1 16 38.2
 OJ0714;SPC MI S     -   592,259.64 13,624,485.32   iFT  0.99991456   +1 16 38.2
 OJ0714;UTM  17      - 4,774,089.698   378,784.663   MT  0.99978075   -1 01 05.7
 OJ0714
 OJ0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0714!SPC MI S     -   0.99997691  x   0.99991456  =   0.99989148
 OJ0714!UTM  17      -   0.99997691  x   0.99978075  =   0.99975767
 OJ0714
 OJ0714                          SUPERSEDED SURVEY CONTROL
 OJ0714
 OJ0714  NAD 83(1986)-  43 06 35.41441(N)    082 29 23.30119(W) AD(       ) 2
 OJ0714  NAD 27      -  43 06 35.31079(N)    082 29 23.58685(W) AD(       ) 2
 OJ0714  NGVD 29 (07/19/86)  182.1    (m)          597.     (f) VERT ANG       
 OJ0714
 OJ0714.Superseded values are not recommended for survey control.
 OJ0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0714.See file dsdata.txt to determine how the superseded data were derived.
 OJ0714
 OJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7878574090(NAD 83)
 OJ0714_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0714+STABILITY: SURFACE MOTION
 OJ0714
 OJ0714  HISTORY     - Date     Condition        Report By
 OJ0714  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0714  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0714  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ0714
 OJ0714                          STATION DESCRIPTION
 OJ0714
 OJ0714'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0714'THE STATION IS LOCATED ABOUT 10 MILES NORTH-NORTHEAST OF PORT
 OJ0714'HURON, AT LAKE PORT AND ALONG LAKEPORT DRIVE.
 OJ0714'
 OJ0714'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0714'SOUTH ALONG HIGHWAY M-25 FOR 0.1 MILE TO LAKEPORT DRIVE, AND
 OJ0714'THE MARK IN THE NORTHEAST ANGLE OF THE INTERSECTION OF
 OJ0714'M-25 AND LAKEPORT DRIVE.
 OJ0714'
 OJ0714'AZIMUTH MARK, STAMPED---AZ MK 77004 1977---, IS A REFERENCE
 OJ0714'MARK DISK.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0714'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0714'IT IS 86 FEET NORTH OF THE CENTERLINE OF LAKEPORT DRIVE, 51
 OJ0714'FEET SOUTH OF A POWER POLE, 42.5 FEET EAST OF THE CENTER OF
 OJ0714'M-25 AND 4 FEET WEST OF A WITNESS POST.  THE UNDERGROUND DISK
 OJ0714'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 OJ0714'BELOW THE GROUND SURFACE.
 OJ0714'
 OJ0714'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77004 MIDH.
 OJ0714'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0714'DESCRIBED BY R. WESOLOWSKI.
 OJ0714
 OJ0714                          STATION RECOVERY (1999)
 OJ0714
 OJ0714'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0714'MARK NOT FOUND.
 OJ0714
 OJ0714                          STATION RECOVERY (2004)
 OJ0714
 OJ0714'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1198 ***********************************************************************
 NE1198  DESIGNATION -  77005
 NE1198  PID         -  NE1198
 NE1198  STATE/COUNTY-  MI/ST CLAIR
 NE1198  USGS QUAD   -  MEMPHIS (1991)
 NE1198
 NE1198                         *CURRENT SURVEY CONTROL
 NE1198  ___________________________________________________________________
 NE1198* NAD 83(1994)-  42 59 00.15942(N)    082 50 36.84762(W)     ADJUSTED  
 NE1198* NAVD 88     -       246.39   (+/-2cm)     808.4    (feet)  VERTCON   
 NE1198  ___________________________________________________________________
 NE1198  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 NE1198  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1198
 NE1198  HORZ ORDER  -  SECOND
 NE1198  VERT ORDER  -  THIRD ? (See Below)
 NE1198
 NE1198.The horizontal coordinates were established by classical geodetic methods
 NE1198.and adjusted by the National Geodetic Survey in February 1997..
 NE1198
 NE1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1198.The vertical order pertains to the NGVD 29 superseded value.
 NE1198
 NE1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1198
 NE1198.The geoid height was determined by GEOID03.
 NE1198
 NE1198;                    North         East     Units Scale Factor Converg.
 NE1198;SPC MI S     -   165,893.650 4,124,210.188   MT  0.99990835   +1 02 11.4
 NE1198;SPC MI S     -   544,270.51 13,530,873.32   iFT  0.99990835   +1 02 11.4
 NE1198;UTM  17      - 4,760,617.897   349,691.377   MT  0.99987794   -1 15 25.8
 NE1198
 NE1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1198!SPC MI S     -   0.99996681  x   0.99990835  =   0.99987517
 NE1198!UTM  17      -   0.99996681  x   0.99987794  =   0.99984476
 NE1198
 NE1198:                Primary Azimuth Mark                     Grid Az
 NE1198:SPC MI S     -  77005 MIDH AZ MK 2                       082 02 17.3
 NE1198:UTM  17      -  77005 MIDH AZ MK 2                       084 19 54.5
 NE1198
 NE1198|---------------------------------------------------------------------|
 NE1198| PID    Reference Object                     Distance      Geod. Az  |
 NE1198|                                                           dddmmss.s |
 NE1198| NE1196 77005 MIDH AZ MK 2                  APPROX. 1.2 KM 0830428.7 |
 NE1198| NE1207 77005 MIDH AZ MK 1                  APPROX. 1.5 KM 1772029.3 |
 NE1198| CH0708 77005 RM 1                            7.430 METERS 17721     |
 NE1198| CH0709 77005 RM 2                            7.325 METERS 35658     |
 NE1198|---------------------------------------------------------------------|
 NE1198
 NE1198                          SUPERSEDED SURVEY CONTROL
 NE1198
 NE1198  NAD 83(1986)-  42 59 00.15088(N)    082 50 36.87971(W) AD(       ) 2
 NE1198  NAD 27      -  42 59 00.05145(N)    082 50 37.13443(W) AD(       ) 2
 NE1198  NGVD 29 (07/19/86)  246.50   (m)          808.7    (f) LEVELING    3  
 NE1198
 NE1198.Superseded values are not recommended for survey control.
 NE1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1198.See file dsdata.txt to determine how the superseded data were derived.
 NE1198
 NE1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4969160618(NAD 83)
 NE1198_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1198_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1198
 NE1198  HISTORY     - Date     Condition        Report By
 NE1198  HISTORY     - 1977     MONUMENTED       MIDH
 NE1198
 NE1198                          STATION DESCRIPTION
 NE1198
 NE1198'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1198'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EMMETT, 4 MILES
 NE1198'EAST-SOUTHEAST OF CAPAC ALONG RILEY CENTER ROAD AND IN THE
 NE1198'NORTHEAST 1/4 OF SECTION 6, T 6 N, R 14 E.
 NE1198'
 NE1198'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND M-19
 NE1198'GO SOUTH ALONG M-19 FOR 0.8 MILE TO BURT ROAD THENCE WEST ALONG
 NE1198'BURT ROAD FOR 3.9 MILES TO RILEY CENTER ROAD THENCE SOUTH FOR
 NE1198'0.1 MILE TO THE STATION ON THE RIGHT.  TO REACH AZIMUTH MARK 1
 NE1198'FROM THE STATION GO SOUTH ALONG RILEY CENTER ROAD FOR 0.95 MILE
 NE1198'TO THE MARK ON THE LEFT.  TO REACH AZIMUTH MARK 2 FROM THE
 NE1198'STATION GO NORTH ALONG RILEY CENTER ROAD FOR 0.1 MILE TO THE
 NE1198'INTERSECTION OF BURT AND RILEY CENTER ROADS THENCE EAST ALONG
 NE1198'BURT ROAD TO THE MARK ON THE LEFT.
 NE1198'
 NE1198'THE STATION MARKS, STAMPED---77005 1976---, ARE MICHIGAN
 NE1198'DEPARTMENT OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN
 NE1198'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NE1198'THE GROUND SURFACE.  IT IS 35 FEET WEST OF THE CENTER OF RILEY
 NE1198'CENTER ROAD, 135.8 FEET NORTH OF A POWER POLE, 106 FEET
 NE1198'SOUTHWEST OF A POER POLE AND 4 FEET SOUTH OF THE WITNESS POST.
 NE1198'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1198'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1198'
 NE1198'REFERENCE MARK 1, STAMPED---NO 1 77005 1976---, IS SET IN THE
 NE1198'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1198'GROUND SURFACE.  IT IS 111.6 FEET NORTH OF A POWER POLE, 28.1
 NE1198'FEET SOUTH OF THE WITNESS POST AND 35 FEET WEST OF THE CENTER
 NE1198'OF RILEY CENTER ROAD.
 NE1198'
 NE1198'REFERENCE MARK 2, STAMPD---NO 2 77005 1976---, IS SET IN THE
 NE1198'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1198'GROUND SURFACE.  IT IS 160.6 FEET NORTH OF A POWER POLE, 35
 NE1198'FEET WEST OF THE CENTER OF RILEY CENTER ROAD AND 20.6 FEET
 NE1198'NORTH OF THE WITNESS POST.
 NE1198'
 NE1198'AZIMUTH MARK 1, STAMPED---AZ 1 77005 1976---, ARE REFERENCE
 NE1198'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1198'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1198'IT IS 116.6 FEET NORTHEAST OF A POWER POLE, 84.2 FEET EAST OF
 NE1198'A TELEPHONE CABLE MARKER, 52.4 FEET NORTHWEST OF A POWER POLE
 NE1198'24 FEET NORTH OF THE CENTERLINE OF DUNN ROAD, 15 FEET EAST OF
 NE1198'THE CENTER OF RILEY CENTER ROAD AND 4.2 FEET SOUTH OF A WITNESS
 NE1198'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1198'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1198'
 NE1198'AZIMUTH MARK 2, STAMPED---AZ 2 77005 1976---, ARE REFERENCE
 NE1198'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1198'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1198'IT IS 124 FEET SOUTH OF A 14 INCH HICKORY, 52.5 FEET NORTH OF
 NE1198'A TELEPHONE POLE AND 42.7 FEET EAST OF A CONCRETE POST.  THE
 NE1198'UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1198'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1198'
 NE1198'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1198'TRANSPORTATION DISKS.
 NE1198'
 NE1198'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 NE1198'DESCRIBED BY G. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1207 ***********************************************************************
 NE1207  DESIGNATION -  77005 MIDH AZ MK 1
 NE1207  PID         -  NE1207
 NE1207  STATE/COUNTY-  MI/ST CLAIR
 NE1207  USGS QUAD   -  MEMPHIS (1991)
 NE1207
 NE1207                         *CURRENT SURVEY CONTROL
 NE1207  ___________________________________________________________________
 NE1207* NAD 83(1994)-  42 58 10.73121(N)    082 50 33.72225(W)     ADJUSTED  
 NE1207* NAVD 88     -       242.5    (meters)     796.     (feet)  VERTCON   
 NE1207  ___________________________________________________________________
 NE1207  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 NE1207  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE1207
 NE1207  HORZ ORDER  -  SECOND
 NE1207
 NE1207.The horizontal coordinates were established by classical geodetic methods
 NE1207.and adjusted by the National Geodetic Survey in February 1997..
 NE1207
 NE1207.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1207
 NE1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1207
 NE1207.The geoid height was determined by GEOID03.
 NE1207
 NE1207;                    North         East     Units Scale Factor Converg.
 NE1207;SPC MI S     -   164,370.018 4,124,308.584   MT  0.99990797   +1 02 13.6
 NE1207;SPC MI S     -   539,271.71 13,531,196.14   iFT  0.99990797   +1 02 13.6
 NE1207;UTM  17      - 4,759,091.594   349,728.721   MT  0.99987780   -1 15 22.5
 NE1207
 NE1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1207!SPC MI S     -   0.99996743  x   0.99990797  =   0.99987540
 NE1207!UTM  17      -   0.99996743  x   0.99987780  =   0.99984523
 NE1207
 NE1207                          SUPERSEDED SURVEY CONTROL
 NE1207
 NE1207  NAD 83(1986)-  42 58 10.72266(N)    082 50 33.75474(W) AD(       ) 2
 NE1207  NAD 27      -  42 58 10.62284(N)    082 50 34.00972(W) AD(       ) 2
 NE1207  NGVD 29 (07/19/86)  242.6    (m)          796.     (f) VERT ANG       
 NE1207
 NE1207.Superseded values are not recommended for survey control.
 NE1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1207.See file dsdata.txt to determine how the superseded data were derived.
 NE1207
 NE1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4972959092(NAD 83)
 NE1207_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1207+STABILITY: SURFACE MOTION
 NE1207
 NE1207  HISTORY     - Date     Condition        Report By
 NE1207  HISTORY     - 1977     MONUMENTED       MIDH
 NE1207
 NE1207                          STATION DESCRIPTION
 NE1207
 NE1207'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1207'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EMMETT, 4 MILES
 NE1207'EAST-SOUTHEAST OF CAPAC ALONG RILEY CENTER ROAD.
 NE1207'
 NE1207'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND M-19
 NE1207'GO SOUTH ALONG M-19 FOR 0.8 MILE TO BURT ROAD THENCE WEST ALONG
 NE1207'BURT ROAD FOR 3.9 MILES TO RILEY CENTER ROAD THENCE SOUTH FOR
 NE1207'1.05 MILES TO THE MARK ON THE LEFT.
 NE1207'
 NE1207'AZIMUTH MARK 1, STAMPED---AZ 1 77005 1976---, ARE REFERENCE
 NE1207'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1207'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1207'IT IS 116.6 FEET NORTHEAST OF A POWER POLE, 84.2 FEET EAST OF
 NE1207'A TELEPHONE CABLE MARKER, 52.4 FEET NORTHWEST OF A POWER POLE
 NE1207'24 FEET NORTH OF THE CENTERLINE OF DUNN ROAD, 15 FEET EAST OF
 NE1207'THE CENTER OF RILEY CENTER ROAD AND 4.2 FEET SOUTH OF A WITNESS
 NE1207'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1207'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1207'
 NE1207'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77005 MIDH.
 NE1207'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1207'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1196 ***********************************************************************
 NE1196  DESIGNATION -  77005 MIDH AZ MK 2
 NE1196  PID         -  NE1196
 NE1196  STATE/COUNTY-  MI/ST CLAIR
 NE1196  USGS QUAD   -  MEMPHIS (1991)
 NE1196
 NE1196                         *CURRENT SURVEY CONTROL
 NE1196  ___________________________________________________________________
 NE1196* NAD 83(1994)-  42 59 04.86905(N)    082 49 43.99604(W)     ADJUSTED  
 NE1196* NAVD 88     -       242.06   (+/-2cm)     794.2    (feet)  VERTCON   
 NE1196  ___________________________________________________________________
 NE1196  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 NE1196  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE1196
 NE1196  HORZ ORDER  -  SECOND
 NE1196  VERT ORDER  -  THIRD ? (See Below)
 NE1196
 NE1196.The horizontal coordinates were established by classical geodetic methods
 NE1196.and adjusted by the National Geodetic Survey in February 1997..
 NE1196
 NE1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1196.The vertical order pertains to the NGVD 29 superseded value.
 NE1196
 NE1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1196
 NE1196.The geoid height was determined by GEOID03.
 NE1196
 NE1196;                    North         East     Units Scale Factor Converg.
 NE1196;SPC MI S     -   166,060.710 4,125,404.651   MT  0.99990839   +1 02 47.4
 NE1196;SPC MI S     -   544,818.60 13,534,792.16   iFT  0.99990839   +1 02 47.4
 NE1196;UTM  17      - 4,760,737.015   350,891.531   MT  0.99987352   -1 14 49.8
 NE1196
 NE1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1196!SPC MI S     -   0.99996749  x   0.99990839  =   0.99987589
 NE1196!UTM  17      -   0.99996749  x   0.99987352  =   0.99984102
 NE1196
 NE1196                          SUPERSEDED SURVEY CONTROL
 NE1196
 NE1196  NAD 83(1986)-  42 59 04.86028(N)    082 49 44.02810(W) AD(       ) 2
 NE1196  NAD 27      -  42 59 04.76078(N)    082 49 44.28455(W) AD(       ) 2
 NE1196  NGVD 29 (07/19/86)  242.17   (m)          794.5    (f) LEVELING    3  
 NE1196
 NE1196.Superseded values are not recommended for survey control.
 NE1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1196.See file dsdata.txt to determine how the superseded data were derived.
 NE1196
 NE1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5089260737(NAD 83)
 NE1196_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1196+STABILITY: SURFACE MOTION
 NE1196
 NE1196  HISTORY     - Date     Condition        Report By
 NE1196  HISTORY     - 1977     MONUMENTED       MIDH
 NE1196
 NE1196                          STATION DESCRIPTION
 NE1196
 NE1196'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1196'THE STATION IS LOCATED ABOUT 4 MILES WEST OF EMMETT, 4 MILES
 NE1196'EAST-SOUTHEAST OF CAPAC ALONG BURT ROAD.
 NE1196'
 NE1196'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND M-19
 NE1196'GO SOUTH ALONG M-19 FOR 0.8 MILE TO BURT ROAD THENCE WEST ALONG
 NE1196'BURT ROAD FOR 3.15 MILES TO THE MARK ON THE RIGHT.
 NE1196'
 NE1196'AZIMUTH MARK 2, STAMPED---AZ 2 77005 1976---, ARE REFERENCE
 NE1196'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1196'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1196'IT IS 124 FEET SOUTH OF A 14 INCH HICKORY, 52.5 FEET NORTH OF
 NE1196'A TELEPHONE POLE AND 42.7 FEET EAST OF A CONCRETE POST.  THE
 NE1196'UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1196'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1196'
 NE1196'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77005 MIDH.
 NE1196'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1196'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0798 ***********************************************************************
 OJ0798  DESIGNATION -  77006
 OJ0798  PID         -  OJ0798
 OJ0798  STATE/COUNTY-  MI/ST CLAIR
 OJ0798  USGS QUAD   -  RUBY (1976)
 OJ0798
 OJ0798                         *CURRENT SURVEY CONTROL
 OJ0798  ___________________________________________________________________
 OJ0798* NAD 83(1994)-  43 03 25.84692(N)    082 31 37.22098(W)     ADJUSTED  
 OJ0798* NAVD 88     -       195.2    (meters)     640.     (feet)  VERTCON   
 OJ0798  ___________________________________________________________________
 OJ0798  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 OJ0798  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0798
 OJ0798  HORZ ORDER  -  SECOND
 OJ0798
 OJ0798.The horizontal coordinates were established by classical geodetic methods
 OJ0798.and adjusted by the National Geodetic Survey in February 1997..
 OJ0798
 OJ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0798
 OJ0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0798
 OJ0798.The geoid height was determined by GEOID03.
 OJ0798
 OJ0798;                    North         East     Units Scale Factor Converg.
 OJ0798;SPC MI S     -   174,605.411 4,149,843.345   MT  0.99991138   +1 15 07.0
 OJ0798;SPC MI S     -   572,852.40 13,614,971.60   iFT  0.99991138   +1 15 07.0
 OJ0798;UTM  17      - 4,768,295.979   375,650.724   MT  0.99979022   -1 02 33.6
 OJ0798
 OJ0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0798!SPC MI S     -   0.99997484  x   0.99991138  =   0.99988622
 OJ0798!UTM  17      -   0.99997484  x   0.99979022  =   0.99976506
 OJ0798
 OJ0798|---------------------------------------------------------------------|
 OJ0798| PID    Reference Object                     Distance      Geod. Az  |
 OJ0798|                                                           dddmmss.s |
 OJ0798| CH0710 77006 RM 1                            6.955 METERS 16422     |
 OJ0798| OJ0796 77006 MIDH AZ MK 1                  APPROX. 1.3 KM 1782238.6 |
 OJ0798| OJ0799 77006 MIDH RM 2                       7.909 METERS 34248     |
 OJ0798| OJ0801 77006 MIDH AZ MK 2                  APPROX. 0.7 KM 3554438.3 |
 OJ0798|---------------------------------------------------------------------|
 OJ0798
 OJ0798                          SUPERSEDED SURVEY CONTROL
 OJ0798
 OJ0798  NAD 83(1986)-  43 03 25.83359(N)    082 31 37.25213(W) AD(       ) 2
 OJ0798  NAD 27      -  43 03 25.72938(N)    082 31 37.53785(W) AD(       ) 2
 OJ0798  NGVD 29 (07/19/86)  195.3    (m)          641.     (f) VERT ANG       
 OJ0798
 OJ0798.Superseded values are not recommended for survey control.
 OJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0798.See file dsdata.txt to determine how the superseded data were derived.
 OJ0798
 OJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7565168296(NAD 83)
 OJ0798_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0798+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 OJ0798
 OJ0798  HISTORY     - Date     Condition        Report By
 OJ0798  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0798  HISTORY     - 19990703 GOOD             USPSQD
 OJ0798  HISTORY     - 20021021 GOOD             ADVGEO
 OJ0798
 OJ0798                          STATION DESCRIPTION
 OJ0798
 OJ0798'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0798'THE STATION IS IN THE VILLAGE OF NORTH STREET ALONG NORTH ROAD
 OJ0798'AND IN THE SOUTHEAST 1/4 OF SECTION 12.
 OJ0798'
 OJ0798'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 25
 OJ0798'AND M-136 GO NORTHWEST ON M-136 FOR 4.5 MILES TO THE
 OJ0798'INTERSECTION OF M-136 AND NORTH STREET ROAD THENCE 0.8 MILE
 OJ0798'NORTH ON NORTH STREET ROAD TO THE STATION ON THE RIGHT.  TO
 OJ0798'REACH AZIMUTH MARK 1 FROM THE STATION GO SOUTH ON NORTH STREET
 OJ0798'ROAD FOR 0.8 MILE TO THE MARK ON THE RIGHT.  TO REACH AZIMUTH
 OJ0798'MARK 2 FROM THE STATION GO NORTH ON NORTH STREET ROAD FOR 0.4
 OJ0798'MILE TO THE MARK ON THE LEFT.
 OJ0798'
 OJ0798'STATION MARKS, STAMPED---77006 1976---, ARE MICHIGAN DEPARTMENT
 OJ0798'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 OJ0798'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 OJ0798'SURFACE.  IT IS 90 FEET SOUTH OF THE SOUTH SIDE OF THE NORTH
 OJ0798'STREET POST OFFICE, 31 FEET EAST OF THE CENTERLINE OF NORTH
 OJ0798'STREET, 82.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF CHURCH
 OJ0798'AND 6 FEET SOUTH OF A POWER POLE AND 4 FEET NORTH OF A WITNESS
 OJ0798'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0798'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0798'
 OJ0798'REFERENCE MARK 1, STAMPED---NO 1 77006 1976---, IS SET IN THE
 OJ0798'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0798'GROUND SURFACE.  IT IS 36 FEET EAST OF THE CENTER OF NORTH
 OJ0798'STREET, 60 FEET NORTHWEST OF THE NORTHWEST CORNER OF CHURCH,
 OJ0798'28.5 FEET SOUTH OF A POWER POLE AND 18 FEET SOUTH OF THE
 OJ0798'WITNESS POST.
 OJ0798'
 OJ0798'REFERENCE MARK 2, STAMPED---NO 2 77006 1976---, IS SET IN THE
 OJ0798'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 OJ0798'GROUND SURFACE.  IT IS 24 FEET EAST OF THE CENTERLINE OF NORTH
 OJ0798'STREET, 19 FEET NORTH OF A POWER POLE AND 30 FEET NORTH OF THE
 OJ0798'WITNESS POST.
 OJ0798'
 OJ0798'AZIMUTH MARK 1, STAMPED---AZ 1 77006 1976---, ARE REFERENCE
 OJ0798'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0798'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0798'IT IS 124.5 FEET NORTH OF THE CENTER OF M-136, 49.5 FEET WEST
 OJ0798'OF THE CENTER OF NORTH STREET, 65.3 FEET NORTHEAST OF THE
 OJ0798'NORTHEAST CORNER OF A MONUMENT BASE, 45 FEET NORTHWEST OF THE
 OJ0798'FACE OF A POWER POLE AND 4 FEET NORTH OF THE WITNESS POST.  THE
 OJ0798'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0798'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0798'
 OJ0798'AZIMUTH MARK 2, STAMPED---AZ 2 77006 1976---, ARE REFERENCE
 OJ0798'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0798'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0798'IT IS 30.5 FEET WEST OF THE CENTERLINE OF NORTH STREET, 34
 OJ0798'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, 6 FEET SOUTH OF A
 OJ0798'TELEPHONE POLE, 22 FEET SOUTH OF A FENCE CORNER AND 4 FEET
 OJ0798'SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 OJ0798'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0798'GROUND SURFACE.
 OJ0798'
 OJ0798'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 OJ0798'TRANSPORTATION DISKS.
 OJ0798'
 OJ0798'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 OJ0798'DESCRIBED BY G. ROSENDALE.
 OJ0798
 OJ0798                          STATION RECOVERY (1999)
 OJ0798
 OJ0798'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0798'RECOVERED IN GOOD CONDITION.
 OJ0798
 OJ0798                          STATION RECOVERY (2002)
 OJ0798
 OJ0798'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0798'RECOVERED AS DESCRIBED.  HOWEVER,IT IS CLEAR THAT THIS STATION
 OJ0798'CONTAINS SOME ERRORS IN THE PUBLISHED DATA.  MONUMENT DOES NOT APPEAR
 OJ0798'TO HAVE BEEN DISTURBED. NORTHING PUB. - 572,852.399, EASTING PUB. -
 OJ0798'13,614,971.604, NORTHING MEAS. - 572,830.397, EASTING MEAS. -
 OJ0798'13,614,978.111, NORTHING DELTA - (-22.002), EASTING DELTA - (+6.507).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0796 ***********************************************************************
 OJ0796  DESIGNATION -  77006 MIDH AZ MK 1
 OJ0796  PID         -  OJ0796
 OJ0796  STATE/COUNTY-  MI/ST CLAIR
 OJ0796  USGS QUAD   -  RUBY (1976)
 OJ0796
 OJ0796                         *CURRENT SURVEY CONTROL
 OJ0796  ___________________________________________________________________
 OJ0796* NAD 83(1994)-  43 02 42.52569(N)    082 31 35.54782(W)     ADJUSTED  
 OJ0796* NAVD 88     -       195.1    (meters)     640.     (feet)  VERTCON   
 OJ0796  ___________________________________________________________________
 OJ0796  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 OJ0796  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0796
 OJ0796  HORZ ORDER  -  SECOND
 OJ0796
 OJ0796.The horizontal coordinates were established by classical geodetic methods
 OJ0796.and adjusted by the National Geodetic Survey in February 1997..
 OJ0796
 OJ0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0796
 OJ0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0796
 OJ0796.The geoid height was determined by GEOID03.
 OJ0796
 OJ0796;                    North         East     Units Scale Factor Converg.
 OJ0796;SPC MI S     -   173,269.811 4,149,910.408   MT  0.99991077   +1 15 08.1
 OJ0796;SPC MI S     -   568,470.51 13,615,191.63   iFT  0.99991077   +1 15 08.1
 OJ0796;UTM  17      - 4,766,958.926   375,664.260   MT  0.99979018   -1 02 31.6
 OJ0796
 OJ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0796!SPC MI S     -   0.99997486  x   0.99991077  =   0.99988563
 OJ0796!UTM  17      -   0.99997486  x   0.99979018  =   0.99976504
 OJ0796
 OJ0796                          SUPERSEDED SURVEY CONTROL
 OJ0796
 OJ0796  NAD 83(1986)-  43 02 42.51237(N)    082 31 35.57925(W) AD(       ) 2
 OJ0796  NAD 27      -  43 02 42.40782(N)    082 31 35.86579(W) AD(       ) 2
 OJ0796  NGVD 29 (07/19/86)  195.2    (m)          640.     (f) VERT ANG       
 OJ0796
 OJ0796.Superseded values are not recommended for survey control.
 OJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0796.See file dsdata.txt to determine how the superseded data were derived.
 OJ0796
 OJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7566466959(NAD 83)
 OJ0796_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0796+STABILITY: SURFACE MOTION
 OJ0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0796+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 OJ0796
 OJ0796  HISTORY     - Date     Condition        Report By
 OJ0796  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0796  HISTORY     - 19990703 GOOD             USPSQD
 OJ0796  HISTORY     - 20021021 GOOD             ADVGEO
 OJ0796
 OJ0796                          STATION DESCRIPTION
 OJ0796
 OJ0796'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0796'THE STATION IS IN THE VILLAGE OF NORTH STREET AND ALONG
 OJ0796'THE WEST SIDE OF NORTH STREET.
 OJ0796'
 OJ0796'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 25
 OJ0796'AND M-136 GO NORTHWEST ON M-136 FOR 4.5 MILES TO THE
 OJ0796'INTERSECTION OF M-136 AND NORTH STREET ROAD AND THE MARK
 OJ0796'IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 OJ0796'
 OJ0796'AZIMUTH MARK 1, STAMPED---AZ 1 77006 1976---, ARE REFERENCE
 OJ0796'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0796'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0796'IT IS 124.5 FEET NORTH OF THE CENTER OF M-136, 49.5 FEET WEST
 OJ0796'OF THE CENTER OF NORTH STREET, 65.3 FEET NORTHEAST OF THE
 OJ0796'NORTHEAST CORNER OF A MONUMENT BASE, 45 FEET NORTHWEST OF THE
 OJ0796'FACE OF A POWER POLE AND 4 FEET NORTH OF THE WITNESS POST.  THE
 OJ0796'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0796'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 OJ0796'
 OJ0796'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77006 MIDH.
 OJ0796'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0796'DESCRIBED BY G.P. ROSENDALE.
 OJ0796
 OJ0796                          STATION RECOVERY (1999)
 OJ0796
 OJ0796'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0796'RECOVERED IN GOOD CONDITION.
 OJ0796
 OJ0796                          STATION RECOVERY (2002)
 OJ0796
 OJ0796'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0796'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0801 ***********************************************************************
 OJ0801  DESIGNATION -  77006 MIDH AZ MK 2
 OJ0801  PID         -  OJ0801
 OJ0801  STATE/COUNTY-  MI/ST CLAIR
 OJ0801  USGS QUAD   -  RUBY (1976)
 OJ0801
 OJ0801                         *CURRENT SURVEY CONTROL
 OJ0801  ___________________________________________________________________
 OJ0801* NAD 83(1994)-  43 03 47.56064(N)    082 31 39.42480(W)     ADJUSTED  
 OJ0801* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 OJ0801  ___________________________________________________________________
 OJ0801  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 OJ0801  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0801
 OJ0801  HORZ ORDER  -  SECOND
 OJ0801
 OJ0801.The horizontal coordinates were established by classical geodetic methods
 OJ0801.and adjusted by the National Geodetic Survey in February 1997..
 OJ0801
 OJ0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0801
 OJ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0801
 OJ0801.The geoid height was determined by GEOID03.
 OJ0801
 OJ0801;                    North         East     Units Scale Factor Converg.
 OJ0801;SPC MI S     -   175,274.176 4,149,778.856   MT  0.99991170   +1 15 05.5
 OJ0801;SPC MI S     -   575,046.51 13,614,760.03   iFT  0.99991170   +1 15 05.5
 OJ0801;UTM  17      - 4,768,966.707   375,613.068   MT  0.99979034   -1 02 35.5
 OJ0801
 OJ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0801!SPC MI S     -   0.99997492  x   0.99991170  =   0.99988662
 OJ0801!UTM  17      -   0.99997492  x   0.99979034  =   0.99976526
 OJ0801
 OJ0801                          SUPERSEDED SURVEY CONTROL
 OJ0801
 OJ0801  NAD 83(1986)-  43 03 47.54732(N)    082 31 39.45581(W) AD(       ) 2
 OJ0801  NAD 27      -  43 03 47.44329(N)    082 31 39.74107(W) AD(       ) 2
 OJ0801  NGVD 29 (07/19/86)  194.8    (m)          639.     (f) VERT ANG       
 OJ0801
 OJ0801.Superseded values are not recommended for survey control.
 OJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0801.See file dsdata.txt to determine how the superseded data were derived.
 OJ0801
 OJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7561368967(NAD 83)
 OJ0801_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0801+STABILITY: SURFACE MOTION
 OJ0801
 OJ0801  HISTORY     - Date     Condition        Report By
 OJ0801  HISTORY     - 1977     MONUMENTED       MIDH
 OJ0801  HISTORY     - 19990703 GOOD             USPSQD
 OJ0801
 OJ0801                          STATION DESCRIPTION
 OJ0801
 OJ0801'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 OJ0801'THE STATION IS IN THE VILLAGE OF NORTH STREET AND ALONG
 OJ0801'THE WEST SIDE OF NORTH STREET.
 OJ0801'
 OJ0801'TO REACH THE STATION FROM THE INTERSECTION OF U S HIGHWAY 25
 OJ0801'AND M-136 GO NORTHWEST ON M-136 FOR 4.5 MILES TO THE
 OJ0801'INTERSECTION OF M-136 AND NORTH STREET ROAD THENCE 1.2 MILES
 OJ0801'NORTH ON NORTH STREET TO THE MARK ON THE LEFT.
 OJ0801'
 OJ0801'AZIMUTH MARK 2, STAMPED---AZ 2 77006 1976---, ARE REFERENCE
 OJ0801'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0801'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0801'IT IS 30.5 FEET WEST OF THE CENTERLINE OF NORTH STREET, 34
 OJ0801'FEET SOUTH OF THE CENTER OF A GRAVEL DRIVE, 6 FEET SOUTH OF A
 OJ0801'TELEPHONE POLE, 22 FEET SOUTH OF A FENCE CORNER AND 4 FEET
 OJ0801'SOUTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE
 OJ0801'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 OJ0801'GROUND SURFACE.
 OJ0801'
 OJ0801'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77006 MIDH.
 OJ0801'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0801'DESCRIBED BY G.P. ROSENDALE.
 OJ0801
 OJ0801                          STATION RECOVERY (1999)
 OJ0801
 OJ0801'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0801'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1129 ***********************************************************************
 NE1129  DESIGNATION -  77007
 NE1129  PID         -  NE1129
 NE1129  STATE/COUNTY-  MI/ST CLAIR
 NE1129  USGS QUAD   -  SMITHS CREEK (1991)
 NE1129
 NE1129                         *CURRENT SURVEY CONTROL
 NE1129  ___________________________________________________________________
 NE1129* NAD 83(1994)-  42 58 31.98991(N)    082 36 14.18879(W)     ADJUSTED  
 NE1129* NAVD 88     -       202.29   (+/-2cm)     663.7    (feet)  VERTCON   
 NE1129  ___________________________________________________________________
 NE1129  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NE1129  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1129
 NE1129  HORZ ORDER  -  SECOND
 NE1129  VERT ORDER  -  THIRD ? (See Below)
 NE1129
 NE1129.The horizontal coordinates were established by classical geodetic methods
 NE1129.and adjusted by the National Geodetic Survey in February 1997..
 NE1129
 NE1129.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1129.The vertical order pertains to the NGVD 29 superseded value.
 NE1129
 NE1129.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1129
 NE1129.The geoid height was determined by GEOID03.
 NE1129
 NE1129;                    North         East     Units Scale Factor Converg.
 NE1129;SPC MI S     -   165,405.967 4,143,767.587   MT  0.99990812   +1 11 58.5
 NE1129;SPC MI S     -   542,670.50 13,595,038.02   iFT  0.99990812   +1 11 58.5
 NE1129;UTM  17      - 4,759,348.068   369,212.330   MT  0.99981043   -1 05 36.7
 NE1129
 NE1129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1129!SPC MI S     -   0.99997373  x   0.99990812  =   0.99988185
 NE1129!UTM  17      -   0.99997373  x   0.99981043  =   0.99978417
 NE1129
 NE1129|---------------------------------------------------------------------|
 NE1129| PID    Reference Object                     Distance      Geod. Az  |
 NE1129|                                                           dddmmss.s |
 NE1129| CH0711 77007 RM 1                           17.418 METERS 03957     |
 NE1129| CH0712 77007 RM 2                           10.280 METERS 13324     |
 NE1129| NE1142 77007 MIDH AZ MK                    APPROX. 0.7 KM 1783004.8 |
 NE1129|---------------------------------------------------------------------|
 NE1129
 NE1129                          SUPERSEDED SURVEY CONTROL
 NE1129
 NE1129  NAD 83(1986)-  42 58 31.97767(N)    082 36 14.22176(W) AD(       ) 2
 NE1129  NAD 27      -  42 58 31.87393(N)    082 36 14.50391(W) AD(       ) 2
 NE1129  NGVD 29 (07/19/86)  202.41   (m)          664.1    (f) LEVELING    3  
 NE1129
 NE1129.Superseded values are not recommended for survey control.
 NE1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1129.See file dsdata.txt to determine how the superseded data were derived.
 NE1129
 NE1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6921259348(NAD 83)
 NE1129_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1129_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1129
 NE1129  HISTORY     - Date     Condition        Report By
 NE1129  HISTORY     - 1977     MONUMENTED       MIDH
 NE1129
 NE1129                          STATION DESCRIPTION
 NE1129
 NE1129'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1129'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF WADHAMS,
 NE1129'3.2 MILES EAST-SOUTHEAST OF GOODELLS, 8 MILES WEST OF PORT
 NE1129'HURON, ON COUNTY ROAD RIGHT-OF-WAY AND IN THE NORTHWEST 1/4 OF
 NE1129'SECTION 8, T 6 N, R 16 E.
 NE1129'
 NE1129'TO REACH THE STATION FROM THE INTERSECTION OF M-21 AND ENGLISH
 NE1129'ROAD GO SOUTH ON ENGLISH ROAD FOR 1 MILE TO FLINCHBAUGH ROAD ON
 NE1129'THE LEFT, GO EAST ON FLINCHBAUGH ROAD FOR 0.25 MILE TO
 NE1129'SUNNYSIDE ROAD ON THE RIGHT, GO SOUTH ALONG SUNNYSIDE ROAD
 NE1129'FOR 0.1 MILE TO THE GRAND TRUNK WESTERN RAILROAD AND THE
 NE1129'STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM THE
 NE1129'STATION GO SOUTH ALONG SUNNYSIDE ROAD FOR 0.5 MILE TO THE MARK
 NE1129'ON THE RIGHT.
 NE1129'
 NE1129'STATION MARKS, STAMPED---77007 1977---, ARE MICHIGAN DEPARTMENT
 NE1129'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1129'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1129'SURFACE.  IT IS 30.5 FEET NORTH-NORTHWEST OF A FENCE CORNER
 NE1129'POST, 21.9 FEET SOUTH OF THE CENTER OF THE GRAND TRUNK WESTERN
 NE1129'RAILROAD TRACKS, 16 FEET EAST OF THE CENTER OF SUNNYSIDE ROAD
 NE1129'AND 4.4 FEET SOUTH OF A WITNESS SIGN.  THE UNDERGROUND DISK IS
 NE1129'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES
 NE1129'BELOW THE GROUND SURFACE.
 NE1129'
 NE1129'REFERENCE MARK 1, STAMPED---NO 1 77007 1977---, IS SET IN THE
 NE1129'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1129'GROUND SURFACE.  IT IS 75.7 FEET EAST OF A RAILROAD CROSSING
 NE1129'SIGN AND 26.6 FEET NORTH OF THE CENTER OF THE RAILROAD TRACKS.
 NE1129'
 NE1129'REFERENCE MARK 2, STAMPED---NO 2 77007 1977---, IS SET IN THE
 NE1129'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1129'GROUND SURFACE.  IT IS 41.8 FEET SOUTH OF THE CENTER OF THE
 NE1129'RAILROAD TRACKS, 14 FEET WEST OF A TELEPHONE POLE, AND 10.9
 NE1129'FEET NORTHEAST OF A FENCE CORNER POST.
 NE1129'
 NE1129'AZIMUTH MARKS, STAMPED---AZ 77007 1977---, ARE REFERENCE MARK
 NE1129'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1129'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1129'IT IS 59.1 FEET WEST-SOUTHWEST OF A POWER POLE, 38 FEET NORTH
 NE1129'OF THE CENTER OF SPARLING ROAD, 21.4 FEET WEST OF THE
 NE1129'CENTER OF SUNNYSIDE ROAD, 13 FEET SOUTHEAST OF A TELEPHONE
 NE1129'POLE AND 4.2 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 NE1129'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1129'INCHES BELOW THE GROUND SURFACE.
 NE1129'
 NE1129'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1129'TRANSPORTATION DISKS.
 NE1129'
 NE1129'HEIGHT OF LIGHT ABOVE STATION WAS 1.3 METERS.
 NE1129'DESCRIBED BY G. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1128 ***********************************************************************
 NE1128  DESIGNATION -  77008
 NE1128  PID         -  NE1128
 NE1128  STATE/COUNTY-  MI/ST CLAIR
 NE1128  USGS QUAD   -  SMITHS CREEK (1991)
 NE1128
 NE1128                         *CURRENT SURVEY CONTROL
 NE1128  ___________________________________________________________________
 NE1128* NAD 83(1994)-  42 58 12.35158(N)    082 32 37.37728(W)     ADJUSTED  
 NE1128* NAVD 88     -       201.8    (meters)     662.     (feet)  VERTCON   
 NE1128  ___________________________________________________________________
 NE1128  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 NE1128  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE1128
 NE1128  HORZ ORDER  -  SECOND
 NE1128
 NE1128.The horizontal coordinates were established by classical geodetic methods
 NE1128.and adjusted by the National Geodetic Survey in February 1997..
 NE1128
 NE1128.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1128
 NE1128.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1128
 NE1128.The geoid height was determined by GEOID03.
 NE1128
 NE1128;                    North         East     Units Scale Factor Converg.
 NE1128;SPC MI S     -   164,904.744 4,148,691.926   MT  0.99990798   +1 14 26.1
 NE1128;SPC MI S     -   541,026.06 13,611,193.98   iFT  0.99990798   +1 14 26.1
 NE1128;UTM  17      - 4,758,650.296   374,112.156   MT  0.99979496   -1 03 08.5
 NE1128
 NE1128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1128!SPC MI S     -   0.99997382  x   0.99990798  =   0.99988180
 NE1128!UTM  17      -   0.99997382  x   0.99979496  =   0.99976878
 NE1128
 NE1128|---------------------------------------------------------------------|
 NE1128| PID    Reference Object                     Distance      Geod. Az  |
 NE1128|                                                           dddmmss.s |
 NE1128| CH0713 77008 RM 1                           10.250 METERS 02352     |
 NE1128| NE1138 77008 MIDH AZ MK                    APPROX. 0.7 KM 1753727.8 |
 NE1128| CH0714 77008 RM 2                            8.951 METERS 29847     |
 NE1128|---------------------------------------------------------------------|
 NE1128
 NE1128                          SUPERSEDED SURVEY CONTROL
 NE1128
 NE1128  NAD 83(1986)-  42 58 12.33852(N)    082 32 37.41045(W) AD(       ) 2
 NE1128  NAD 27      -  42 58 12.23335(N)    082 32 37.69952(W) AD(       ) 2
 NE1128  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 NE1128
 NE1128.Superseded values are not recommended for survey control.
 NE1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1128.See file dsdata.txt to determine how the superseded data were derived.
 NE1128
 NE1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7411258650(NAD 83)
 NE1128_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1128_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1128
 NE1128  HISTORY     - Date     Condition        Report By
 NE1128  HISTORY     - 1977     MONUMENTED       MIDH
 NE1128
 NE1128                          STATION DESCRIPTION
 NE1128
 NE1128'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1128'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF WADHAMS, 6
 NE1128'MILES WEST OF PORT HURON, 6.2 MILES EAST OF GOODELLS AND IN
 NE1128'THE SOUTHEAST 1/4 OF SECTION 10, T 6 N, R 16 E.
 NE1128'
 NE1128'TO REACH THE STATION FROM THE INTERSECTION OF LAPEER ROAD AND
 NE1128'WADHAMS ROAD GO SOUTH ALONG WADHAMS ROAD FOR 1.2 MILES TO THE
 NE1128'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 NE1128'STATION GO SOUTH ALONG WADHAMS ROAD FOR 0.5 MILE TO THE MARK
 NE1128'ON THE LEFT.
 NE1128'
 NE1128'STATION MARKS, STAMPED---77008 1977---, ARE MICHIGAN DEPARTMENT
 NE1128'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1128'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1128'SURFACE.  IT IS 49.5 FEET WEST OF THE CENTER OF WADHAMS ROAD,
 NE1128'27.3 FEET NORTH OF THE CENTER OF THE GRAND TRUNK WESTERN
 NE1128'RAILROAD (MAIN TRACK) AND 4 FEET WEST OF A WITNESS POST.  THE
 NE1128'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1128'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1128'
 NE1128'REFERENCE MARK 1, STAMPED---NO 1 77008 1977---, IS SET IN THE
 NE1128'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1128'GROUND SURFACE.  IT IS 59.6 FEET NORTH OF THE RAILROAD TRACK,
 NE1128'35.2 FEET WEST OF THE CENTER OF WADHAMS ROAD AND 30 FEET EAST
 NE1128'OF A FENCE CORNER POST.
 NE1128'
 NE1128'REFERENCE MARK 2, STAMPED---NO 2 77008 1977---, IS SET IN THE
 NE1128'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1128'GROUND SURFACE.  IT IS 75.6 FEET WEST OF WADHAMS ROAD, 38.4
 NE1128'FEET NORTH OF THE CENTER OF THE RAILROAD TRACK AND 17 FEET
 NE1128'WOUTHWEST OF A FENCE CORNER POST.
 NE1128'
 NE1128'AZIMUTH MARKS, STAMPED---AZ 77008 1977---, ARE REFERENCE MARK
 NE1128'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1128'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1128'IT IS 54.3 FEET WEST-SOUTHWEST OF HOUSE NUMBER 5490 FOUNDATION,
 NE1128'52 FEET NORTH OF THE CENTER OF GRISWOLD ROAD, 40.6 FEET
 NE1128'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 34.1 FEET EAST OF THE
 NE1128'CENTER OF WADHAMS ROAD AND 3.9 FEET EAST OF A WITNESS POST.
 NE1128'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1128'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1128'
 NE1128'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1128'TRANSPORTATION DISKS.
 NE1128'
 NE1128'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1128'DESCRIBED BY G. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1138 ***********************************************************************
 NE1138  DESIGNATION -  77008 MIDH AZ MK
 NE1138  PID         -  NE1138
 NE1138  STATE/COUNTY-  MI/ST CLAIR
 NE1138  USGS QUAD   -  SMITHS CREEK (1991)
 NE1138
 NE1138                         *CURRENT SURVEY CONTROL
 NE1138  ___________________________________________________________________
 NE1138* NAD 83(1994)-  42 57 48.76805(N)    082 32 34.92019(W)     ADJUSTED  
 NE1138* NAVD 88     -       200.0    (meters)     656.     (feet)  VERTCON   
 NE1138  ___________________________________________________________________
 NE1138  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 NE1138  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE1138
 NE1138  HORZ ORDER  -  SECOND
 NE1138
 NE1138.The horizontal coordinates were established by classical geodetic methods
 NE1138.and adjusted by the National Geodetic Survey in February 1997..
 NE1138
 NE1138.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1138
 NE1138.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1138
 NE1138.The geoid height was determined by GEOID03.
 NE1138
 NE1138;                    North         East     Units Scale Factor Converg.
 NE1138;SPC MI S     -   164,178.426 4,148,763.350   MT  0.99990781   +1 14 27.7
 NE1138;SPC MI S     -   538,643.13 13,611,428.31   iFT  0.99990781   +1 14 27.7
 NE1138;UTM  17      - 4,757,921.783   374,154.459   MT  0.99979483   -1 03 06.4
 NE1138
 NE1138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1138!SPC MI S     -   0.99997410  x   0.99990781  =   0.99988191
 NE1138!UTM  17      -   0.99997410  x   0.99979483  =   0.99976894
 NE1138
 NE1138                          SUPERSEDED SURVEY CONTROL
 NE1138
 NE1138  NAD 83(1986)-  42 57 48.75498(N)    082 32 34.95353(W) AD(       ) 2
 NE1138  NAD 27      -  42 57 48.64962(N)    082 32 35.24295(W) AD(       ) 2
 NE1138  NGVD 29 (07/19/86)  200.1    (m)          656.     (f) VERT ANG       
 NE1138
 NE1138.Superseded values are not recommended for survey control.
 NE1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1138.See file dsdata.txt to determine how the superseded data were derived.
 NE1138
 NE1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7415457922(NAD 83)
 NE1138_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1138+STABILITY: SURFACE MOTION
 NE1138
 NE1138  HISTORY     - Date     Condition        Report By
 NE1138  HISTORY     - 1977     MONUMENTED       MIDH
 NE1138
 NE1138                          STATION DESCRIPTION
 NE1138
 NE1138'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1138'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH OF WADHAMS, 6
 NE1138'MILES WEST OF PORT HURON, 6.2 MILES EAST OF GOODELLS.
 NE1138'
 NE1138'TO REACH THE STATION FROM THE INTERSECTION OF LAPEER ROAD AND
 NE1138'WADHAMS ROAD GO SOUTH ALONG WADHAMS ROAD FOR 1.7 MILES TO THE
 NE1138'STATION ON THE LEFT.
 NE1138'
 NE1138'AZIMUTH MARKS, STAMPED---AZ 77008 1977---, ARE REFERENCE MARK
 NE1138'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1138'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1138'IT IS 54.3 FEET WEST-SOUTHWEST OF HOUSE NUMBER 5490 FOUNDATION,
 NE1138'52 FEET NORTH OF THE CENTER OF GRISWOLD ROAD, 40.6 FEET
 NE1138'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 34.1 FEET EAST OF THE
 NE1138'CENTER OF WADHAMS ROAD AND 3.9 FEET EAST OF A WITNESS POST.
 NE1138'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1138'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1138'
 NE1138'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77008 MIDH.
 NE1138'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1138'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1147 ***********************************************************************
 NE1147  DESIGNATION -  77009
 NE1147  PID         -  NE1147
 NE1147  STATE/COUNTY-  MI/ST CLAIR
 NE1147  USGS QUAD   -  GOODELLS (1991)
 NE1147
 NE1147                         *CURRENT SURVEY CONTROL
 NE1147  ___________________________________________________________________
 NE1147* NAD 83(1994)-  42 58 04.84910(N)    082 39 33.13477(W)     ADJUSTED  
 NE1147* NAVD 88     -       212.4    (meters)     697.     (feet)  VERTCON   
 NE1147  ___________________________________________________________________
 NE1147  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 NE1147  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1147
 NE1147  HORZ ORDER  -  SECOND
 NE1147
 NE1147.The horizontal coordinates were established by classical geodetic methods
 NE1147.and adjusted by the National Geodetic Survey in February 1997..
 NE1147
 NE1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1147
 NE1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1147
 NE1147.The geoid height was determined by GEOID03.
 NE1147
 NE1147;                    North         East     Units Scale Factor Converg.
 NE1147;SPC MI S     -   164,475.793 4,139,277.975   MT  0.99990792   +1 09 43.1
 NE1147;SPC MI S     -   539,618.74 13,580,308.32   iFT  0.99990792   +1 09 43.1
 NE1147;UTM  17      - 4,758,598.340   364,689.504   MT  0.99982524   -1 07 51.8
 NE1147
 NE1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1147!SPC MI S     -   0.99997215  x   0.99990792  =   0.99988007
 NE1147!UTM  17      -   0.99997215  x   0.99982524  =   0.99979739
 NE1147
 NE1147|---------------------------------------------------------------------|
 NE1147| PID    Reference Object                     Distance      Geod. Az  |
 NE1147|                                                           dddmmss.s |
 NE1147| CH0715 77009 RM 1                           20.236 METERS 17844     |
 NE1147| NE1153 77009 MIDH AZ MK OFFSET             431.889 METERS 2640758.2 |
 NE1147| NE1154 77009 MIDH AZ MK                    438.616 METERS 2640802.8 |
 NE1147| CH0716 77009 RM 2                            9.467 METERS 26557     |
 NE1147|---------------------------------------------------------------------|
 NE1147
 NE1147                          SUPERSEDED SURVEY CONTROL
 NE1147
 NE1147  NAD 83(1986)-  42 58 04.83769(N)    082 39 33.16776(W) AD(       ) 2
 NE1147  NAD 27      -  42 58 04.73501(N)    082 39 33.44428(W) AD(       ) 2
 NE1147  NGVD 29 (07/19/86)  212.5    (m)          697.     (f) VERT ANG       
 NE1147
 NE1147.Superseded values are not recommended for survey control.
 NE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1147.See file dsdata.txt to determine how the superseded data were derived.
 NE1147
 NE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6469058598(NAD 83)
 NE1147_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1147_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1147
 NE1147  HISTORY     - Date     Condition        Report By
 NE1147  HISTORY     - 1977     MONUMENTED       MIDH
 NE1147  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE1147
 NE1147                          STATION DESCRIPTION
 NE1147
 NE1147'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1147'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF GOODELLS,
 NE1147'6 MILES WEST-SOUTHWEST OF WADHAMS, 11 MILES WEST OF PORT HURON
 NE1147'AND IN THE NORTHEAST 1/4 OF SECTION 11, T 6 N, R 15 E.
 NE1147'
 NE1147'SOUTH FOR 1 MILE TO THE INTERSECTION OF GOODELLS ROAD AND
 NE1147'SPARLING ROAD THENCE EAST FOR 0.3 MILE TO THE STATION ON THE
 NE1147'LEFT.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR
 NE1147'0.3 MILE TO THE MARK ON THE LEFT IN THE SOUTHWEST QUADRANT OF
 NE1147'SPARLING AND GOODELLS ROADS.
 NE1147'
 NE1147'STATION MARKS, STAMPED---77009 1977---, ARE MICHIGAN DEPARTMENT
 NE1147'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1147'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1147'SURFACE.  IT IS 54.8 FEET WEST OF A 5 INCH ELM TREE, 41 FEET
 NE1147'SOUTHEAST OF A 13 INCH OAK TREE, 36.4 FEET NORTH OF THE CENTER
 NE1147'OF SPARLING ROAD AND 17.5 FEET EAST OF A GRAVEL DRIVE.
 NE1147'
 NE1147'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1147'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1147'
 NE1147'REFERENCE MARK 1, STAMPED---NO 1 77009 1977---, IS SET IN THE
 NE1147'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1147'GROUND SURFACE.  IT IS 98 FEET SOUTHEAST OF A 13 INCH OAK TREE,
 NE1147'30.2 FEET SOUTH OF THE CENTER OF SPARLING ROAD.
 NE1147'
 NE1147'REFERENCE MARK 2, STAMPED---NO 2 77009 1977---, IS SET IN THE
 NE1147'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1147'GROUND SURFACE.  IT IS 35.7 FEET NORTH OF THE CENTER OF
 NE1147'SPARLING ROAD AND 34.2 FEET NORTHEAST OF A TELEPHONE POLE.
 NE1147'
 NE1147'AZIMUTH MARKS, STAMPED---AZ 77009 1977---, ARE REFERENCE MARK
 NE1147'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1147'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1147'IT IS 69.9 FEET SOUTHEAST OF A 30 INCH MAPLE TREE, 43.8 FEET
 NE1147'WEST OF THE CENTER OF GOODELLS ROAD, 25.7 FEET SOUTH OF THE
 NE1147'CENTER OF SPARLING ROAD, 13.6 FEET WEST-NORTHWEST OF A POWER
 NE1147'POLE AND 3.9 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 NE1147'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1147'INCHES BELOW THE GROUND SURFACE.
 NE1147'
 NE1147'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 NE1147'TRANSPORTATION DISKS.
 NE1147'
 NE1147'HEIGHT OF LIGHT ABOVE STATION WAS 6.4 METERS.
 NE1147'DESCRIBED BY G. ROSENDALE.
 NE1147
 NE1147                          STATION RECOVERY (1999)
 NE1147
 NE1147'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1154 ***********************************************************************
 NE1154  DESIGNATION -  77009 MIDH AZ MK
 NE1154  PID         -  NE1154
 NE1154  STATE/COUNTY-  MI/ST CLAIR
 NE1154  USGS QUAD   -  GOODELLS (1991)
 NE1154
 NE1154                         *CURRENT SURVEY CONTROL
 NE1154  ___________________________________________________________________
 NE1154* NAD 83(1994)-  42 58 03.39602(N)    082 39 52.38796(W)     ADJUSTED  
 NE1154* NAVD 88     -       213.79   (+/-2cm)     701.4    (feet)  VERTCON   
 NE1154  ___________________________________________________________________
 NE1154  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NE1154  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1154
 NE1154  HORZ ORDER  -  SECOND
 NE1154  VERT ORDER  -  THIRD ? (See Below)
 NE1154
 NE1154.The horizontal coordinates were established by classical geodetic methods
 NE1154.and adjusted by the National Geodetic Survey in February 1997..
 NE1154
 NE1154.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1154.The vertical order pertains to the NGVD 29 superseded value.
 NE1154
 NE1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1154
 NE1154.The geoid height was determined by GEOID03.
 NE1154
 NE1154;                    North         East     Units Scale Factor Converg.
 NE1154;SPC MI S     -   164,422.132 4,138,842.695   MT  0.99990791   +1 09 30.0
 NE1154;SPC MI S     -   539,442.69 13,578,880.23   iFT  0.99990791   +1 09 30.0
 NE1154;UTM  17      - 4,758,562.141   364,252.461   MT  0.99982670   -1 08 04.9
 NE1154
 NE1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1154!SPC MI S     -   0.99997193  x   0.99990791  =   0.99987984
 NE1154!UTM  17      -   0.99997193  x   0.99982670  =   0.99979863
 NE1154
 NE1154                          SUPERSEDED SURVEY CONTROL
 NE1154
 NE1154  NAD 83(1986)-  42 58 03.38469(N)    082 39 52.42096(W) AD(       ) 2
 NE1154  NAD 27      -  42 58 03.28212(N)    082 39 52.69686(W) AD(       ) 2
 NE1154  NGVD 29 (07/19/86)  213.91   (m)          701.8    (f) LEVELING    3  
 NE1154
 NE1154.Superseded values are not recommended for survey control.
 NE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1154.See file dsdata.txt to determine how the superseded data were derived.
 NE1154
 NE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6425258562(NAD 83)
 NE1154_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1154+STABILITY: SURFACE MOTION
 NE1154
 NE1154  HISTORY     - Date     Condition        Report By
 NE1154  HISTORY     - 1977     MONUMENTED       MIDH
 NE1154  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE1154
 NE1154                          STATION DESCRIPTION
 NE1154
 NE1154'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1154'THE STATION IS LOCATED ABOUT 1 MILE SOUTH-SOUTHEAST OF GOODELLS,
 NE1154'6 MILES WEST-SOUTHWEST OF WADHAMS, 11 MILES WEST OF PORT HURON.
 NE1154'
 NE1154'TO REACH THE STATION FROM THE POST OFFICE IN GOODELLS, GO
 NE1154'SOUTH FOR 1 MILE TO THE INTERSECTION OF GOODELLS ROAD AND
 NE1154'SPARLING ROAD AND THE STATION IN THE SOUTHWEST QUADRANT OF
 NE1154'SPARLING AND GOODELLS ROADS.
 NE1154'
 NE1154'AZIMUTH MARKS, STAMPED---AZ 77009 1977---, ARE REFERENCE MARK
 NE1154'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1154'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1154'IT IS 69.9 FEET SOUTHEAST OF A 30 INCH MAPLE TREE, 43.8 FEET
 NE1154'WEST OF THE CENTER OF GOODELLS ROAD, 25.7 FEET SOUTH OF THE
 NE1154'CENTER OF SPARLING ROAD, 13.6 FEET WEST-NORTHWEST OF A POWER
 NE1154'POLE AND 3.9 FEET WEST OF A WITNESS POST.  THE UNDERGROUND
 NE1154'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1154'INCHES BELOW THE GROUND SURFACE.
 NE1154'
 NE1154'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77009 MIDH.
 NE1154'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1154'DESCRIBED BY G.P. ROSENDALE.
 NE1154
 NE1154                          STATION RECOVERY (1999)
 NE1154
 NE1154'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1152 ***********************************************************************
 NE1152  DESIGNATION -  77010
 NE1152  PID         -  NE1152
 NE1152  STATE/COUNTY-  MI/ST CLAIR
 NE1152  USGS QUAD   -  GOODELLS (1991)
 NE1152
 NE1152                         *CURRENT SURVEY CONTROL
 NE1152  ___________________________________________________________________
 NE1152* NAD 83(1994)-  42 57 57.16223(N)    082 43 29.13861(W)     ADJUSTED  
 NE1152* NAVD 88     -       225.16   (+/-2cm)     738.7    (feet)  VERTCON   
 NE1152  ___________________________________________________________________
 NE1152  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 NE1152  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1152
 NE1152  HORZ ORDER  -  SECOND
 NE1152  VERT ORDER  -  THIRD ? (See Below)
 NE1152
 NE1152.The horizontal coordinates were established by classical geodetic methods
 NE1152.and adjusted by the National Geodetic Survey in February 1997..
 NE1152
 NE1152.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1152.The vertical order pertains to the NGVD 29 superseded value.
 NE1152
 NE1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1152
 NE1152.The geoid height was determined by GEOID03.
 NE1152
 NE1152;                    North         East     Units Scale Factor Converg.
 NE1152;SPC MI S     -   164,132.284 4,133,935.828   MT  0.99990787   +1 07 02.5
 NE1152;SPC MI S     -   538,491.75 13,562,781.59   iFT  0.99990787   +1 07 02.5
 NE1152;UTM  17      - 4,758,468.861   359,338.285   MT  0.99984341   -1 10 32.6
 NE1152
 NE1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1152!SPC MI S     -   0.99997015  x   0.99990787  =   0.99987802
 NE1152!UTM  17      -   0.99997015  x   0.99984341  =   0.99981356
 NE1152
 NE1152|---------------------------------------------------------------------|
 NE1152| PID    Reference Object                     Distance      Geod. Az  |
 NE1152|                                                           dddmmss.s |
 NE1152| CH0717 77010 RM 1                            7.649 METERS 17818     |
 NE1152| NE1151 77011                               APPROX. 0.6 KM 1785337.2 |
 NE1152| CH0718 77010 RM 2                           13.856 METERS 26746     |
 NE1152| NE1191 DUNN                                APPROX. 3.3 KM 2781801.9 |
 NE1152|---------------------------------------------------------------------|
 NE1152
 NE1152                          SUPERSEDED SURVEY CONTROL
 NE1152
 NE1152  NAD 83(1986)-  42 57 57.15190(N)    082 43 29.17143(W) AD(       ) 2
 NE1152  NAD 27      -  42 57 57.05031(N)    082 43 29.44063(W) AD(       ) 2
 NE1152  NGVD 29 (07/19/86)  225.27   (m)          739.1    (f) LEVELING    3  
 NE1152
 NE1152.Superseded values are not recommended for survey control.
 NE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1152.See file dsdata.txt to determine how the superseded data were derived.
 NE1152
 NE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5933858469(NAD 83)
 NE1152_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1152_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1152
 NE1152  HISTORY     - Date     Condition        Report By
 NE1152  HISTORY     - 1977     MONUMENTED       MIDH
 NE1152  HISTORY     - 19991211 GOOD             USPSQD
 NE1152
 NE1152                          STATION DESCRIPTION
 NE1152
 NE1152'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1152'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF EMMETT, 3
 NE1152'MILES WEST-SOUTHWEST OF GOODELLS, 5.4 MILES NORTHEAST OF
 NE1152'MEMPHIS AND IN THE NORTHWEST 1/4 OF SECTION 8, T 6 N, R 15 E.
 NE1152'
 NE1152'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO SOUTH
 NE1152'ALONG HIGHWAY M-19 FOR 1.4 MILES TO DUNN ROAD, GO EAST ALONG
 NE1152'DUNN ROAD FOR 2 MILES TO FOX ROAD, GO SOUTH ALONG FOX ROAD FOR
 NE1152'0.45 MILE TO THE STATION ON THE LEFT.
 NE1152'
 NE1152'STATION MARKS, STAMPED---77010 1977---, ARE MICHIGAN DEPARTMENT
 NE1152'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1152'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1152'SURFACE.  IT IS 173 FEET NORTH OF THE CENTER OF SPARLING ROAD,
 NE1152'47.3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 21.4 FEET EAST
 NE1152'OF THE CENTER OF FOX ROAD AND 4.2 FEET SOUTH OF A WITNESS POST.
 NE1152'THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1152'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1152'
 NE1152'REFERENCE MARK 1, STAMPED---NO 1 77010 1977---, IS SET IN THE
 NE1152'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1152'GROUND SURFACE.  IT IS 148 FEET NORTH OF THE CENTER OF SPARLING
 NE1152'ROAD, 29.2 FEET SOUTH OF A WITNESS POST AND 21 FEET EAST OF THE
 NE1152'CENTER OF FOX ROAD.
 NE1152'
 NE1152'REFERENCE MARK 2, STAMPED---NO 2 77010 1977---, IS SET IN THE
 NE1152'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1152'GROUND SURFACE.  IT IS 173 FEET NORTH OF THE CENTER OF SPARLING
 NE1152'ROAD, 45.5 FEET WEST OF A WITNESS POST AND 24 FEET WEST OF THE
 NE1152'CENTER OF FOX ROAD.
 NE1152'
 NE1152'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1152'TRANSPORTATION DISKS.
 NE1152'
 NE1152'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 NE1152'DESCRIBED BY G. ROSENDALE.
 NE1152
 NE1152                          STATION RECOVERY (1999)
 NE1152
 NE1152'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1151 ***********************************************************************
 NE1151  DESIGNATION -  77011
 NE1151  PID         -  NE1151
 NE1151  STATE/COUNTY-  MI/ST CLAIR
 NE1151  USGS QUAD   -  GOODELLS (1991)
 NE1151
 NE1151                         *CURRENT SURVEY CONTROL
 NE1151  ___________________________________________________________________
 NE1151* NAD 83(1994)-  42 57 37.98045(N)    082 43 28.63425(W)     ADJUSTED  
 NE1151* NAVD 88     -       225.5    (meters)     740.     (feet)  VERTCON   
 NE1151  ___________________________________________________________________
 NE1151  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 NE1151  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE1151
 NE1151  HORZ ORDER  -  SECOND
 NE1151
 NE1151.The horizontal coordinates were established by classical geodetic methods
 NE1151.and adjusted by the National Geodetic Survey in February 1997..
 NE1151
 NE1151.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1151
 NE1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1151
 NE1151.The geoid height was determined by GEOID03.
 NE1151
 NE1151;                    North         East     Units Scale Factor Converg.
 NE1151;SPC MI S     -   163,540.746 4,133,958.798   MT  0.99990774   +1 07 02.9
 NE1151;SPC MI S     -   536,551.00 13,562,856.95   iFT  0.99990774   +1 07 02.9
 NE1151;UTM  17      - 4,757,876.915   359,337.569   MT  0.99984341   -1 10 31.8
 NE1151
 NE1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1151!SPC MI S     -   0.99997009  x   0.99990774  =   0.99987784
 NE1151!UTM  17      -   0.99997009  x   0.99984341  =   0.99981351
 NE1151
 NE1151:                Primary Azimuth Mark                     Grid Az
 NE1151:SPC MI S     -  WALES                                    082 21 26.1
 NE1151:UTM  17      -  WALES                                    084 39 00.8
 NE1151
 NE1151|---------------------------------------------------------------------|
 NE1151| PID    Reference Object                     Distance      Geod. Az  |
 NE1151|                                                           dddmmss.s |
 NE1151| NE1150 WALES                               APPROX. 3.7 KM 0832829.0 |
 NE1151| CH0719 77011 RM 1                           11.605 METERS 08844     |
 NE1151| CH0720 77011 RM 2                            7.618 METERS 17816     |
 NE1151| NE1152 77010                               APPROX. 0.6 KM 3585337.5 |
 NE1151|---------------------------------------------------------------------|
 NE1151
 NE1151                          SUPERSEDED SURVEY CONTROL
 NE1151
 NE1151  NAD 83(1986)-  42 57 37.97011(N)    082 43 28.66722(W) AD(       ) 2
 NE1151  NAD 27      -  42 57 37.86840(N)    082 43 28.93660(W) AD(       ) 2
 NE1151  NGVD 29 (07/19/86)  225.6    (m)          740.     (f) VERT ANG       
 NE1151
 NE1151.Superseded values are not recommended for survey control.
 NE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1151.See file dsdata.txt to determine how the superseded data were derived.
 NE1151
 NE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5933857877(NAD 83)
 NE1151_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1151_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1151
 NE1151  HISTORY     - Date     Condition        Report By
 NE1151  HISTORY     - 1977     MONUMENTED       MIDH
 NE1151  HISTORY     - 19991211 GOOD             USPSQD
 NE1151
 NE1151                          STATION DESCRIPTION
 NE1151
 NE1151'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1151'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF EMMETT, E.T
 NE1151'3.5 MILES WEST-SOUTHWEST OF GOODELLS, 5 MILES NORTHEAST OF
 NE1151'MEMPHIS AND IN THE SOUTHEAST 1/4 OF SECTION 7, T 6 N, R 15 E.
 NE1151'
 NE1151'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT, GO SOUTH
 NE1151'ON STATE HIGHWAY M-19 FOR 1.4 MILES TO DUNN ROAD, GO EAST FOR
 NE1151'2 MILES TO FOX ROAD, GO SOUTH ALONG FOX ROAD FOR 0.9 MILE TO
 NE1151'THE STATION ON THE RIGHT.
 NE1151'
 NE1151'STATION MARKS, STAMPED---77011 1977---, ARE MICHIGAN DEPARTMENT
 NE1151'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1151'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1151'SURFACE.  IT IS 114 FEET NORTH OF A 16 INCH OAK TREE, 48.3
 NE1151'FEET SOUTHWEST OF A FENCE POST, 20.6 FEET WEST OF THE CENTER
 NE1151'OF FOX ROAD AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND
 NE1151'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1151'INCHES BELOW THE GROUND SURFACE.
 NE1151'
 NE1151'REFERENCE MARK 1, STAMPED---NO 1 77011 1977---, IS SET IN THE
 NE1151'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1151'GROUND SURFACE.  IT IS 41.8 FEET EAST OF A WITNESS POST, 18.1
 NE1151'FEET SOUTHWEST OF A FENCE POST AND 17.2 FEET EAST OF THE CENTER
 NE1151'OF FOX ROAD.
 NE1151'
 NE1151'REFERENCE MARK 2, STAMPED---NO 2 77011 1977---, IS SET IN THE
 NE1151'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1151'GROUND SURFACE.  IT IS 89.2 FEET NORTH OF A 16 INCH OAK TREE,
 NE1151'25 FEET SOUTH OF A WITNESS POST AND 21 FEET WEST OF THE CENTER
 NE1151'OF FOX ROAD.
 NE1151'
 NE1151'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1151'TRANSPORTATION DISKS.
 NE1151'
 NE1151'HEIGHT OF LIGHT ABOVE STATION WAS 1.4 METERS.
 NE1151'DESCRIBED BY G. ROSENDALE.
 NE1151
 NE1151                          STATION RECOVERY (1999)
 NE1151
 NE1151'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1194 ***********************************************************************
 NE1194  DESIGNATION -  77012
 NE1194  PID         -  NE1194
 NE1194  STATE/COUNTY-  MI/ST CLAIR
 NE1194  USGS QUAD   -  MEMPHIS (1991)
 NE1194
 NE1194                         *CURRENT SURVEY CONTROL
 NE1194  ___________________________________________________________________
 NE1194* NAD 83(1994)-  42 58 17.88433(N)    082 48 10.55964(W)     ADJUSTED  
 NE1194* NAVD 88     -       239.9    (meters)     787.     (feet)  VERTCON   
 NE1194  ___________________________________________________________________
 NE1194  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 NE1194  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1194
 NE1194  HORZ ORDER  -  SECOND
 NE1194
 NE1194.The horizontal coordinates were established by classical geodetic methods
 NE1194.and adjusted by the National Geodetic Survey in February 1997..
 NE1194
 NE1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1194
 NE1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1194
 NE1194.The geoid height was determined by GEOID03.
 NE1194
 NE1194;                    North         East     Units Scale Factor Converg.
 NE1194;SPC MI S     -   164,650.179 4,127,547.908   MT  0.99990802   +1 03 51.0
 NE1194;SPC MI S     -   540,190.88 13,541,823.85   iFT  0.99990802   +1 03 51.0
 NE1194;UTM  17      - 4,759,241.901   352,976.543   MT  0.99986592   -1 13 45.0
 NE1194
 NE1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1194!SPC MI S     -   0.99996783  x   0.99990802  =   0.99987586
 NE1194!UTM  17      -   0.99996783  x   0.99986592  =   0.99983376
 NE1194
 NE1194:                Primary Azimuth Mark                     Grid Az
 NE1194:SPC MI S     -  77012 MIDH AZ MK                         250 39 07.4
 NE1194:UTM  17      -  77012 MIDH AZ MK                         252 56 43.4
 NE1194
 NE1194|---------------------------------------------------------------------|
 NE1194| PID    Reference Object                     Distance      Geod. Az  |
 NE1194|                                                           dddmmss.s |
 NE1194| NE1204 77012 MIDH AZ MK                    APPROX. 0.5 KM 2514258.4 |
 NE1194| CH0722 77012 RM 2                           12.570 METERS 27121     |
 NE1194| CH0721 77012 RM 1                           13.217 METERS 35605     |
 NE1194|---------------------------------------------------------------------|
 NE1194
 NE1194                          SUPERSEDED SURVEY CONTROL
 NE1194
 NE1194  NAD 83(1986)-  42 58 17.87520(N)    082 48 10.59216(W) AD(       ) 2
 NE1194  NAD 27      -  42 58 17.77506(N)    082 48 10.85200(W) AD(       ) 2
 NE1194  NGVD 29 (07/19/86)  240.0    (m)          787.     (f) VERT ANG       
 NE1194
 NE1194.Superseded values are not recommended for survey control.
 NE1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1194.See file dsdata.txt to determine how the superseded data were derived.
 NE1194
 NE1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5297759242(NAD 83)
 NE1194_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1194
 NE1194  HISTORY     - Date     Condition        Report By
 NE1194  HISTORY     - 1977     MONUMENTED       MIDH
 NE1194
 NE1194                          STATION DESCRIPTION
 NE1194
 NE1194'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1194'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF EMMETT,
 NE1194'5.5 MILES NORTH-NORTHWEST OF MEMPHIS AND IN THE SOUTHWEST 1/4
 NE1194'OF SECTION 3, T 6 N, R 14 E.
 NE1194'
 NE1194'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO SOUTH ON
 NE1194'STATE HIGHWAY M-19 FOR 0.2 MILE TO BURT ROAD, GO WEST FOR 2
 NE1194'MILES TO BRAIDWOOD ROAD THENCE SOUTH FOR 0.95 MILE TO THE
 NE1194'STATION ON THE WEST SIDE OF BRAIDWOOD ROAD.  TO REACH THE
 NE1194'AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.5 MILE TO DUNN
 NE1194'ROAD THENCE WEST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 NE1194'NORTH SIDE OF DUNN ROAD.
 NE1194'
 NE1194'STATION MARKS, STAMPED---77012 1977---, ARE MICHIGAN DEPARTMENT
 NE1194'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1194'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1194'SURFACE.  IT IS 20 FEET EAST OF THE CENTER OF BRAIDWOOD ROAD,
 NE1194'42.3 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BARN AND
 NE1194'4 FEET NORTH OF A WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 NE1194'THE TOP OF AN IRREGULAR MSS OF CONCRETE 48 INCHES BELOW THE
 NE1194'GROUND SURFACE.
 NE1194'
 NE1194'REFERENCE MARK 1, STAMPED---NO 1 77012 1977---, IS SET IN THE
 NE1194'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1194'GROUND SURFACE.  IT IS 17.5 FEET EAST OF THE CENTER OF
 NE1194'BRAIDWOOD ROAD, 32.4 FEET SOUTH-SOUTHWEST OF A 20 INCH APPLE
 NE1194'TREE AND 47 FEET NORTH OF THE WITNESS POST.
 NE1194'
 NE1194'REFERENCE MARK 2, STAMPED---NO 2 77012 1977---, IS SET IN THE
 NE1194'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1194'GROUND SURFACE.  IT IS 21 FEET WEST OF THE CENTER OF BRAIDWOOD
 NE1194'ROAD, 6 FEET SOUTHEAST OF A 12 INCH APPLE TREE AND 41.5 FEET
 NE1194'WEST OF THE WITNESS POST.
 NE1194'
 NE1194'AZIMUTH MARKS, STAMPED---AZ 77012 1977---, ARE REFERENCE MARK
 NE1194'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1194'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1194'IT IS 31.5 FEET NORTH OF THE CENTER OF DUNN ROAD, 4.1 FEET WEST
 NE1194'OF A WITNESS POST, 27 FEET SOUTHEAST OF A 3 INCH ELM TREE, 14
 NE1194'FEET NORTH OF A CONCRETE CULVERT MARKER AND 70.4 FEET NORTH-
 NE1194'NORTHWEST OF A 6 INCH ASH TREE.  THE UNDERGROUND DISK IS SET IN
 NE1194'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1194'GROUND SURFACE.
 NE1194'
 NE1194'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1194'TRANSPORTATION DISKS.
 NE1194'
 NE1194'HEIGHT OF LIGHT ABOVE STATION WAS 1.7 METERS.
 NE1194'DESCRIBED BY G. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1204 ***********************************************************************
 NE1204  DESIGNATION -  77012 MIDH AZ MK
 NE1204  PID         -  NE1204
 NE1204  STATE/COUNTY-  MI/ST CLAIR
 NE1204  USGS QUAD   -  MEMPHIS (1991)
 NE1204
 NE1204                         *CURRENT SURVEY CONTROL
 NE1204  ___________________________________________________________________
 NE1204* NAD 83(1994)-  42 58 12.55488(N)    082 48 32.52239(W)     ADJUSTED  
 NE1204* NAVD 88     -       240.1    (meters)     788.     (feet)  VERTCON   
 NE1204  ___________________________________________________________________
 NE1204  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 NE1204  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE1204
 NE1204  HORZ ORDER  -  SECOND
 NE1204
 NE1204.The horizontal coordinates were established by classical geodetic methods
 NE1204.and adjusted by the National Geodetic Survey in February 1997..
 NE1204
 NE1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1204
 NE1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1204
 NE1204.The geoid height was determined by GEOID03.
 NE1204
 NE1204;                    North         East     Units Scale Factor Converg.
 NE1204;SPC MI S     -   164,476.536 4,127,053.391   MT  0.99990798   +1 03 36.1
 NE1204;SPC MI S     -   539,621.18 13,540,201.41   iFT  0.99990798   +1 03 36.1
 NE1204;UTM  17      - 4,759,088.193   352,475.494   MT  0.99986774   -1 13 59.8
 NE1204
 NE1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1204!SPC MI S     -   0.99996780  x   0.99990798  =   0.99987579
 NE1204!UTM  17      -   0.99996780  x   0.99986774  =   0.99983555
 NE1204
 NE1204                          SUPERSEDED SURVEY CONTROL
 NE1204
 NE1204  NAD 83(1986)-  42 58 12.54584(N)    082 48 32.55494(W) AD(       ) 2
 NE1204  NAD 27      -  42 58 12.44575(N)    082 48 32.81410(W) AD(       ) 2
 NE1204  NGVD 29 (07/19/86)  240.2    (m)          788.     (f) VERT ANG       
 NE1204
 NE1204.Superseded values are not recommended for survey control.
 NE1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1204.See file dsdata.txt to determine how the superseded data were derived.
 NE1204
 NE1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5247559088(NAD 83)
 NE1204_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1204+STABILITY: SURFACE MOTION
 NE1204
 NE1204  HISTORY     - Date     Condition        Report By
 NE1204  HISTORY     - 1977     MONUMENTED       MIDH
 NE1204
 NE1204                          STATION DESCRIPTION
 NE1204
 NE1204'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1204'THE STATION IS LOCATED ABOUT 3 MILES WEST-SOUTHWEST OF EMMETT,
 NE1204'5.5 MILES NORTH-NORTHWEST OF MEMPHIS.
 NE1204'
 NE1204'TO REACH THE STATION FROM THE POST OFFICE IN EMMETT GO SOUTH ON
 NE1204'STATE HIGHWAY M-19 FOR 0.2 MILE TO BURT ROAD, GO WEST FOR 2
 NE1204'MILES TO BRAIDWOOD ROAD THENCE SOUTH FOR 1.45 MILES TO DUNN
 NE1204'ROAD THENCE WEST FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 NE1204'NORTH SIDE OF DUNN ROAD.
 NE1204'
 NE1204'AZIMUTH MARKS, STAMPED---AZ 77012 1977---, ARE REFERENCE MARK
 NE1204'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1204'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1204'IT IS 31.5 FEET NORTH OF THE CENTER OF DUNN ROAD, 4.1 FEET WEST
 NE1204'OF A WITNESS POST, 27 FEET SOUTHEAST OF A 3 INCH ELM TREE, 14
 NE1204'FEET NORTH OF A CONCRETE CULVERT MARKER AND 70.4 FEET NORTH-
 NE1204'NORTHWEST OF A 6 INCH ASH TREE.  THE UNDERGROUND DISK IS SET IN
 NE1204'THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1204'GROUND SURFACE.
 NE1204'
 NE1204'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77012 MIDH.
 NE1204'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1204'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1217 ***********************************************************************
 NE1217  DESIGNATION -  77013
 NE1217  PID         -  NE1217
 NE1217  STATE/COUNTY-  MI/ST CLAIR
 NE1217  USGS QUAD   -  ALLENTON (1991)
 NE1217
 NE1217                         *CURRENT SURVEY CONTROL
 NE1217  ___________________________________________________________________
 NE1217* NAD 83(1994)-  42 59 24.04897(N)    082 54 29.75058(W)     ADJUSTED  
 NE1217* NAVD 88     -       243.7    (meters)     800.     (feet)  VERTCON   
 NE1217  ___________________________________________________________________
 NE1217  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 NE1217  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE1217
 NE1217  HORZ ORDER  -  SECOND
 NE1217
 NE1217.The horizontal coordinates were established by classical geodetic methods
 NE1217.and adjusted by the National Geodetic Survey in February 1997..
 NE1217
 NE1217.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1217
 NE1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1217
 NE1217.The geoid height was determined by GEOID03.
 NE1217
 NE1217;                    North         East     Units Scale Factor Converg.
 NE1217;SPC MI S     -   166,537.262 4,118,921.994   MT  0.99990855   +0 59 32.9
 NE1217;SPC MI S     -   546,382.09 13,513,523.60   iFT  0.99990855   +0 59 32.9
 NE1217;UTM  17      - 4,761,472.628   344,433.289   MT  0.99989773   -1 18 05.2
 NE1217
 NE1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1217!SPC MI S     -   0.99996724  x   0.99990855  =   0.99987579
 NE1217!UTM  17      -   0.99996724  x   0.99989773  =   0.99986497
 NE1217
 NE1217|---------------------------------------------------------------------|
 NE1217| PID    Reference Object                     Distance      Geod. Az  |
 NE1217|                                                           dddmmss.s |
 NE1217| CH0723 77013 RM 1                           17.410 METERS 04709     |
 NE1217| NE1216 77013 MIDH RM 2                      17.230 METERS 12320     |
 NE1217| NE0974 77013 AZ MK                         APPROX. 0.7 KM 1772640.1 |
 NE1217|---------------------------------------------------------------------|
 NE1217
 NE1217                          SUPERSEDED SURVEY CONTROL
 NE1217
 NE1217  NAD 83(1986)-  42 59 24.04144(N)    082 54 29.78237(W) AD(       ) 2
 NE1217  NAD 27      -  42 59 23.94242(N)    082 54 30.02928(W) AD(       ) 2
 NE1217  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 NE1217
 NE1217.Superseded values are not recommended for survey control.
 NE1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1217.See file dsdata.txt to determine how the superseded data were derived.
 NE1217
 NE1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4443361473(NAD 83)
 NE1217_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1217
 NE1217  HISTORY     - Date     Condition        Report By
 NE1217  HISTORY     - 1977     MONUMENTED       MIDH
 NE1217  HISTORY     - 20060126 MARK NOT FOUND   INDIV
 NE1217
 NE1217                          STATION DESCRIPTION
 NE1217
 NE1217'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1217'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF CAPAC,
 NE1217'5.5 MILES NORTH-NORTHEAST OF ALLENTON ON COUNTY ROAD RIGHT-OF-
 NE1217'WAY PROPERTY AND IN THE SOUTHEAST 1/4 OF SECTION 34, T 6 N,
 NE1217'R 13 E.
 NE1217'
 NE1217'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC GO EAST
 NE1217'ABOUT 300 FEET TO CAPAC ROAD THENCE SOUTH FOR 1.6 MILES TO
 NE1217'KOEHN ROAD, THENCE EAST FOR 1 MILE TO MOSS ROAD, THENCE SOUTH
 NE1217'ABOUT 400 FEET TO THE STATION ON THE WEST SIDE OF MOSS ROAD.
 NE1217'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4
 NE1217'MILE TO THE MARK ON THE SOUTH SIDE OF DUNN ROAD.
 NE1217'
 NE1217'STATION MARKS, STAMPED---77013 1977---, ARE MICHIGAN DEPARTMENT
 NE1217'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1217'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1217'SURFACE.  IT IS 25 FEET WEST OF THE CENTER OF MOSS ROAD, 53
 NE1217'FEET SOUTH OF A TELEPHONE POLE AND 4 FEET SOUTH OF THE WITNESS
 NE1217'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1217'MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1217'
 NE1217'REFERENCE MARK 1, STAMPED---NO 1 77013 1977---, IS SET IN THE
 NE1217'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1217'GROUND SURFACE.  IT IS 18 FEET EAST OF THE CENTER OF MOSS ROAD,
 NE1217'51 FEET WEST OF A FENCE, 86.2 FEET SOUTH OF A 16 INCH BOX ELDER
 NE1217'TREE AND 43.6 FEET EAST-SOUTHEAST OF A TELEPHONE POLE.
 NE1217'
 NE1217'REFERENCE MARK 2, STAMPED---NO 2 77013 1977---, IS SET IN THE
 NE1217'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1217'GROUND SURFACE.  IT IS 22 FEET EAST OF THE CENTER OF MOSS ROAD,
 NE1217'47 FEET WEST OF A FENCE AND 156.2 FEET SOUTH OF A 16 INCH BOX
 NE1217'ELDER TREE.
 NE1217'
 NE1217'AZIMUTH MARKS, STAMPED---AZ 77013 1977---, ARE REFERENCE MARK
 NE1217'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1217'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1217'IT IS 29 FEET SOUTH OF DUNN ROAD, 6 FEET EAST OF THE CENTER OF
 NE1217'MOSS ROAD (EXTENDED), 4.1 FEET EAST OF THE WITNESS POST, 91
 NE1217'FEET SOUTHEAST OF A TELEPHONE RISER AND 65.6 FEET SOUTHWEST OF
 NE1217'A STREET SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1217'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1217'
 NE1217'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1217'TRANSPORTATION DISKS.
 NE1217'
 NE1217'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 NE1217'DESCRIBED BY G.P. ROSENDALE.
 NE1217
 NE1217                          STATION RECOVERY (2006)
 NE1217
 NE1217'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0974 ***********************************************************************
 NE0974  FBN         -  This is a Federal Base Network Control Station.
 NE0974  DESIGNATION -  77013 AZ MK
 NE0974  PID         -  NE0974
 NE0974  STATE/COUNTY-  MI/ST CLAIR
 NE0974  USGS QUAD   -  ALLENTON (1991)
 NE0974
 NE0974                         *CURRENT SURVEY CONTROL
 NE0974  ___________________________________________________________________
 NE0974* NAD 83(1994)-  42 59 01.06802(N)    082 54 28.35355(W)     ADJUSTED  
 NE0974* NAVD 88     -       242.495  (meters)     795.59   (feet)  ADJUSTED  
 NE0974  ___________________________________________________________________
 NE0974  X           -     576,994.902 (meters)                     COMP
 NE0974  Y           -  -4,637,589.220 (meters)                     COMP
 NE0974  Z           -   4,326,313.188 (meters)                     COMP
 NE0974  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 NE0974  ELLIP HEIGHT-         207.74  (meters)          (06/11/02) GPS OBS
 NE0974  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0974  DYNAMIC HT  -         242.429 (meters)     795.37  (feet)  COMP
 NE0974  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 NE0974  OBS GRAVITY -     980,336.9   (mgal)                       GRAV_OBS
 NE0974
 NE0974  HORZ ORDER  -  B
 NE0974  VERT ORDER  -  SECOND    CLASS II
 NE0974  ELLP ORDER  -  FOURTH    CLASS I
 NE0974
 NE0974.The horizontal coordinates were established by GPS observations
 NE0974.and adjusted by the National Geodetic Survey in September 1995..
 NE0974
 NE0974.The orthometric height was determined by differential leveling
 NE0974.and adjusted by the National Geodetic Survey in June 1991..
 NE0974
 NE0974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0974
 NE0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0974
 NE0974.The ellipsoidal height was determined by GPS observations
 NE0974.and is referenced to NAD 83.
 NE0974
 NE0974.The geoid height was determined by GEOID03.
 NE0974
 NE0974.The dynamic height is computed by dividing the NAVD 88
 NE0974.geopotential number by the normal gravity value computed on the
 NE0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0974.degrees latitude (g = 980.6199 gals.).
 NE0974
 NE0974.The modeled gravity was interpolated from observed gravity values.
 NE0974.The observed gravity was obtained from relative gravimeter ties
 NE0974.to the IGSN71 gravity network.
 NE0974
 NE0974;                    North         East     Units Scale Factor Converg.
 NE0974;SPC MI S     -   165,828.812 4,118,965.920   MT  0.99990835   +0 59 33.9
 NE0974;SPC MI S     -   544,057.78 13,513,667.72   iFT  0.99990835   +0 59 33.9
 NE0974;UTM  17      - 4,760,762.995   344,448.825   MT  0.99989767   -1 18 03.7
 NE0974
 NE0974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0974!SPC MI S     -   0.99996742  x   0.99990835  =   0.99987578
 NE0974!UTM  17      -   0.99996742  x   0.99989767  =   0.99986510
 NE0974
 NE0974                          SUPERSEDED SURVEY CONTROL
 NE0974
 NE0974  NAD 83(1994)-  42 59 01.06851(N)    082 54 28.35391(W) AD(       ) B
 NE0974  ELLIP H (09/20/95)  207.71   (m)                       GP(       ) 1 2
 NE0974  NAD 83(1986)-  42 59 01.06097(N)    082 54 28.38589(W) AD(       ) 2
 NE0974  NAD 27      -  42 59 00.96178(N)    082 54 28.63289(W) AD(       ) 2
 NE0974  NAVD 88 (09/20/95)  242.50   (m)          795.6    (f) LEVELING    3  
 NE0974  NGVD 29 (07/19/86)  242.61   (m)          796.0    (f) LEVELING    3  
 NE0974
 NE0974.Superseded values are not recommended for survey control.
 NE0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0974.See file dsdata.txt to determine how the superseded data were derived.
 NE0974
 NE0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4444960763(NAD 83)
 NE0974_MARKER: DD = SURVEY DISK
 NE0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0974_SP_SET: CONCRETE POST
 NE0974_STAMPING: 77013 AZ 1977
 NE0974_MARK LOGO: MIDH  
 NE0974_PROJECTION: FLUSH
 NE0974_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0974+STABILITY: SURFACE MOTION
 NE0974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0974+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 NE0974
 NE0974  HISTORY     - Date     Condition        Report By
 NE0974  HISTORY     - 1977     MONUMENTED       MIDH
 NE0974  HISTORY     - 1977     GOOD             MIDH
 NE0974  HISTORY     - 19931115 GOOD             USDA
 NE0974  HISTORY     - 19940825 GOOD             NGS
 NE0974  HISTORY     - 19941115 GOOD             LOCENG
 NE0974  HISTORY     - 20010426 GOOD             MIDH
 NE0974  HISTORY     - 20011001 GOOD             MI-147
 NE0974  HISTORY     - 20030930 GOOD             ROWEIN
 NE0974
 NE0974                          STATION DESCRIPTION
 NE0974
 NE0974'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 NE0974'2.3 MI SE FROM CAPAC.
 NE0974'THE BENCH MARK IS LOCATED IN ST.CLAIR COUNTY,T6N R13E, BERLIN TOWNSHIP
 NE0974'SECTION 3. FROM THE POST OFFICE IN CAPAC GO EAST 300 FEET TO CAPAC
 NE0974'ROAD, GO SOUTH ALONG CAPAC ROAD 2.1 MILES TO BURT ROAD, GO EAST ALONG
 NE0974'BURT ROAD 1.0 MILES TO MOSS ROAD AND MARK ON RIGHT. IT IS 91 FEET
 NE0974'SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE RISER POST, 65.6 FEET
 NE0974'SOUTHWEST OF A STREET SIGN POST, 29 FEET SOUTH OF THE CENTERLINE OF
 NE0974'BURT ROAD, 6 FEET EAST OF CENTERLINE OF MOSS ROAD EXTENDED AND 4 FEET
 NE0974'EAST OF A METAL POST. A STANDARD DISK STAMPED, AZ 77013 1977, SET IN
 NE0974'A 12 INCH CONCRETE POST.FLUSH WITH THE GROUND.
 NE0974
 NE0974                          STATION RECOVERY (1977)
 NE0974
 NE0974'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE0974'THE STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF CAPAC,
 NE0974'5.5 MILES NORTH-NORTHEAST OF ALLENTON ON COUNTY ROAD RIGHT-OF-
 NE0974'WAY PROPERTY.
 NE0974'
 NE0974'TO REACH THE STATION FROM THE POST OFFICE IN CAPAC GO EAST
 NE0974'ABOUT 300 FEET TO CAPAC ROAD THENCE SOUTH FOR 1.6 MILES TO
 NE0974'KOEHN ROAD, THENCE EAST FOR 1 MILE TO MOSS ROAD, THENCE SOUTH
 NE0974'ABOUT 0.45 MILE TO THE STATION ON THE SOUTH SIDE OF DUNN ROAD.
 NE0974'
 NE0974'AZIMUTH MARKS, STAMPED---AZ 77013 1977---, ARE REFERENCE MARK
 NE0974'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE0974'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE0974'IT IS 29 FEET SOUTH OF DUNN ROAD, 6 FEET EAST OF THE CENTER OF
 NE0974'MOSS ROAD (EXTENDED), 4.1 FEET EAST OF THE WITNESS POST, 91
 NE0974'FEET SOUTHEAST OF A TELEPHONE RISER AND 65.6 FEET SOUTHWEST OF
 NE0974'A STREET SIGN.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE0974'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE0974'
 NE0974'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77013 MIDH.
 NE0974'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE0974'DESCRIBED BY G.P. ROSENDALE.
 NE0974
 NE0974                          STATION RECOVERY (1993)
 NE0974
 NE0974'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0974'RECOVERED AS DESCRIBED.
 NE0974
 NE0974                          STATION RECOVERY (1994)
 NE0974
 NE0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE0974'STATION IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF EMMET, 2 MI (3.2 KM)
 NE0974'SOUTHEAST OF THE VILLAGE OF CAPAC, ALONG A GRADED ROAD, ON THE
 NE0974'RIGHT-OF-WAY, ADJACENT TO A FIELD, IN THE NORTHEAST 1/4 OF SECTION 3,
 NE0974'T 6 N, R 13 E, IN BERLIN TOWNSHIP, ON THE ALLENTON QUADRANGLE MAP.
 NE0974'OWNERSHIP--ST CLAIR COUNTY.  TO REACH FROM THE OVERPASS OF THE
 NE0974'JUNCTION OF INTERSTATE HIGHWAY 69, (EXIT 176) AND CAPAC ROAD, GO SOUTH
 NE0974'ON CAPAC ROAD FOR 0.2 MI (0.3 KM) TO A GRADED CROSSROAD, BURT ROAD.
 NE0974'TURN LEFT, EAST ON BURT ROAD FOR 1.0 MI (1.6 KM) TO STATION ON THE
 NE0974'RIGHT AT A TRACK ROAD LEFT.  THE STATION IS FLUSH WITH THE GROUND.  IT
 NE0974'IS 91 FT (27.7 M) SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE RISER
 NE0974'POST, 65.6 FT (20.0 M) SOUTHWEST OF A STREET SIGN POST, 29 FT (8.8 M)
 NE0974'SOUTH OF THE CENTERLINE OF BURT ROAD, AND 6 FT (1.8 M) EAST OF
 NE0974'CENTERLINE OF MOSS ROAD EXTENDED.
 NE0974
 NE0974                          STATION RECOVERY (1994)
 NE0974
 NE0974'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0974'RECOVERED AS DESCRIBED.
 NE0974
 NE0974                          STATION RECOVERY (2001)
 NE0974
 NE0974'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2001 (JVY)
 NE0974'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 NE0974'TRANSPORTATION, (JVY) IN GOOD CONDITION.  STATION IS GOOD FOR USE
 NE0974'WITH G.P.S.
 NE0974' 
 NE0974'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MI.
 NE0974' 
 NE0974' 
 NE0974'
 NE0974
 NE0974                          STATION RECOVERY (2001)
 NE0974
 NE0974'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0974'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0974'SUBMITTED - FEBRUARY 21, 2002
 NE0974
 NE0974                          STATION RECOVERY (2003)
 NE0974
 NE0974'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1085 ***********************************************************************
 NE1085  DESIGNATION -  77014
 NE1085  PID         -  NE1085
 NE1085  STATE/COUNTY-  MI/ST CLAIR
 NE1085  USGS QUAD   -  PORT HURON (1991)
 NE1085
 NE1085                         *CURRENT SURVEY CONTROL
 NE1085  ___________________________________________________________________
 NE1085* NAD 83(1994)-  42 58 24.39704(N)    082 29 22.48729(W)     ADJUSTED  
 NE1085* NAVD 88     -       201.8    (meters)     662.     (feet)  VERTCON   
 NE1085  ___________________________________________________________________
 NE1085  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NE1085  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE1085
 NE1085  HORZ ORDER  -  SECOND
 NE1085
 NE1085.The horizontal coordinates were established by classical geodetic methods
 NE1085.and adjusted by the National Geodetic Survey in February 1997..
 NE1085
 NE1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1085
 NE1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1085
 NE1085.The geoid height was determined by GEOID03.
 NE1085
 NE1085;                    North         East     Units Scale Factor Converg.
 NE1085;SPC MI S     -   165,373.356 4,153,098.619   MT  0.99990807   +1 16 38.7
 NE1085;SPC MI S     -   542,563.50 13,625,651.64   iFT  0.99990807   +1 16 38.7
 NE1085;UTM  17      - 4,758,942.192   378,533.539   MT  0.99978151   -1 00 55.8
 NE1085
 NE1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1085!SPC MI S     -   0.99997382  x   0.99990807  =   0.99988189
 NE1085!UTM  17      -   0.99997382  x   0.99978151  =   0.99975534
 NE1085
 NE1085:                Primary Azimuth Mark                     Grid Az
 NE1085:SPC MI S     -  PORT HURON CABLE TV MAST                 008 31 26.5
 NE1085:UTM  17      -  PORT HURON CABLE TV MAST                 010 49 01.0
 NE1085
 NE1085|---------------------------------------------------------------------|
 NE1085| PID    Reference Object                     Distance      Geod. Az  |
 NE1085|                                                           dddmmss.s |
 NE1085| NE1077 PORT HURON CABLE TV MAST            APPROX. 1.8 KM 0094805.2 |
 NE1085| NE1084 77014 MIDH RM 1                       5.194 METERS 10021     |
 NE1085| NE1074 PORT HURON S MUN TANK               APPROX. 3.9 KM 1081925.2 |
 NE1085| CH0724 77014 RM 2                           10.497 METERS 18921     |
 NE1085| NE1123 77014 MIDH AZ MK                    APPROX. 1.6 KM 2640132.6 |
 NE1085|---------------------------------------------------------------------|
 NE1085
 NE1085                          SUPERSEDED SURVEY CONTROL
 NE1085
 NE1085  NAD 83(1986)-  42 58 24.38328(N)    082 29 22.52043(W) AD(       ) 2
 NE1085  NAD 27      -  42 58 24.27726(N)    082 29 22.81664(W) AD(       ) 2
 NE1085  NGVD 29 (07/19/86)  201.9    (m)          662.     (f) VERT ANG       
 NE1085
 NE1085.Superseded values are not recommended for survey control.
 NE1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1085.See file dsdata.txt to determine how the superseded data were derived.
 NE1085
 NE1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7853458942(NAD 83)
 NE1085_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1085_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1085
 NE1085  HISTORY     - Date     Condition        Report By
 NE1085  HISTORY     - 1977     MONUMENTED       MIDH
 NE1085
 NE1085                          STATION DESCRIPTION
 NE1085
 NE1085'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1085'THE STATION IS LOCATED ABOUT 4 MILES WEST OF PORT HURON, AT THE
 NE1085'WEST END OF THE RAMP FROM INTERSTATE 94 EASTBOUND TO WESTBOUND
 NE1085'M-21 FREEWAY AND IN SECTION 7, T 6 N, R 17 E.
 NE1085'
 NE1085'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 NE1085'HIGHWAY 94 AND RANGE ROAD, GO NORTHEASTERLY ALONG INTERSTATE 94
 NE1085'FOR 2 MILES TO THE FLINT EXIT RAMP, CONTINUE WEST ON RAMP FOR
 NE1085'400 FEET TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 NE1085'MARK FROM THE STATION GO WESTERLY ON M-21 FREEWAY FOR 1 MILE TO
 NE1085'THE MARK ON THE LEFT (IN HIGHWAY MEDIAN).
 NE1085'
 NE1085'STATION MARKS, STAMPED---77014 1977---, ARE MICHIGAN DEPARTMENT
 NE1085'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1085'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1085'SURFACE.  IT IS 10.2 FEET NORTH OF THE NORTH EDGE OF THE
 NE1085'CONCRETE RAMP PAVEMENT, 10.2 FEET NORTH OF STENCILED PAVEMENT
 NE1085'STATION 34+95, 3 FEET NORTH OF GUARD RAIL AND 4.3 FEET EAST OF
 NE1085'A WITNESS POST.
 NE1085'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1085'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1085'
 NE1085'REFERENCE MARK 1, STAMPED---NO 1 77014 1977---, IS SET IN THE
 NE1085'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1085'GROUND SURFACE.  IT IS 21.3 FEET EAST OF THE WITNESS POST, 11.6
 NE1085'FEET NORTH OF THE NORTH EDGE OF CONCRETE RAMP PAVEMENT AND 4
 NE1085'FEET NORTH OF THE NORTH GUARD RAIL.
 NE1085'
 NE1085'REFERENCE MARK 2, STAMPED---NO 2 77014 1977---, IS SET IN THE
 NE1085'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1085'GROUND SURFACE.  IT IS 8 FEET SOUTH OF THE SOUTH EDGE OF
 NE1085'CONCRETE RAMP PAVEMENT AND 2 FEET SOUTH OF THE SOUTH GUARD
 NE1085'RAIL.
 NE1085'
 NE1085'AZIMUTH MARKS, STAMPED---AZ MK 77014 1977---, ARE REFERENCE
 NE1085'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1085'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1085'IT IS 39.1 FEET SOUTH OF THE SOUTH EDGE OF WESTBOUND M-21
 NE1085'FREEWAY CONCRETE PAVEMENT, 19.2 FEET NORTHEAST OF THE
 NE1085'NORTHEAST WALL OF EASTBOUND M-21 FREEWAY BRIDGE OVER C + O
 NE1085'RAILROAD BRIDGE AND 3.9 FEET EAST OF A WITNESS POST.
 NE1085'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 NE1085'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1085'
 NE1085'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1085'TRANSPORTATION DISKS.
 NE1085'
 NE1085'HEIGHT OF LIGHT ABOVE STATION WAS 2.6 METERS.
 NE1085'DESCRIBED BY G. P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1123 ***********************************************************************
 NE1123  DESIGNATION -  77014 MIDH AZ MK
 NE1123  PID         -  NE1123
 NE1123  STATE/COUNTY-  MI/ST CLAIR
 NE1123  USGS QUAD   -  SMITHS CREEK (1991)
 NE1123
 NE1123                         *CURRENT SURVEY CONTROL
 NE1123  ___________________________________________________________________
 NE1123* NAD 83(1994)-  42 58 19.08548(N)    082 30 31.53011(W)     ADJUSTED  
 NE1123* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 NE1123  ___________________________________________________________________
 NE1123  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NE1123  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE1123
 NE1123  HORZ ORDER  -  SECOND
 NE1123
 NE1123.The horizontal coordinates were established by classical geodetic methods
 NE1123.and adjusted by the National Geodetic Survey in February 1997..
 NE1123
 NE1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1123
 NE1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1123
 NE1123.The geoid height was determined by GEOID03.
 NE1123
 NE1123;                    North         East     Units Scale Factor Converg.
 NE1123;SPC MI S     -   165,174.805 4,151,538.252   MT  0.99990803   +1 15 51.7
 NE1123;SPC MI S     -   541,912.09 13,620,532.32   iFT  0.99990803   +1 15 51.7
 NE1123;UTM  17      - 4,758,806.245   376,966.672   MT  0.99978622   -1 01 42.8
 NE1123
 NE1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1123!SPC MI S     -   0.99997363  x   0.99990803  =   0.99988166
 NE1123!UTM  17      -   0.99997363  x   0.99978622  =   0.99975986
 NE1123
 NE1123                          SUPERSEDED SURVEY CONTROL
 NE1123
 NE1123  NAD 83(1986)-  42 58 19.07197(N)    082 30 31.56327(W) AD(       ) 2
 NE1123  NAD 27      -  42 58 18.96631(N)    082 30 31.85725(W) AD(       ) 2
 NE1123  NGVD 29 (07/19/86)  203.1    (m)          666.     (f) VERT ANG       
 NE1123
 NE1123.Superseded values are not recommended for survey control.
 NE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1123.See file dsdata.txt to determine how the superseded data were derived.
 NE1123
 NE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7696758806(NAD 83)
 NE1123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1123+STABILITY: SURFACE MOTION
 NE1123
 NE1123  HISTORY     - Date     Condition        Report By
 NE1123  HISTORY     - 1977     MONUMENTED       MIDH
 NE1123
 NE1123                          STATION DESCRIPTION
 NE1123
 NE1123'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1123'THE STATION IS LOCATED ABOUT 5 MILES WEST OF PORT HURON.
 NE1123'
 NE1123'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 NE1123'HIGHWAY 94 AND RANGE ROAD, GO NORTHEASTERLY ALONG INTERSTATE 94
 NE1123'FOR 2 MILES TO THE FLINT EXIT RAMP, CONTINUE WEST ON RAMP FOR
 NE1123'1.05 MILES TO THE STATION ON THE LEFT (IN HIGHWAY MEDIAN.
 NE1123'
 NE1123'AZIMUTH MARKS, STAMPED---AZ MK 77014 1977---, ARE REFERENCE
 NE1123'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1123'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1123'IT IS 39.1 FEET SOUTH OF THE SOUTH EDGE OF WESTBOUND M-21
 NE1123'FREEWAY CONCRETE PAVEMENT, 19.2 FEET NORTHEAST OF THE
 NE1123'NORTHEAST WALL OF EASTBOUND M-21 FREEWAY BRIDGE OVER C + O
 NE1123'RAILROAD BRIDGE AND 3.9 FEET EAST OF A WITNESS POST.
 NE1123'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 NE1123'OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1123'
 NE1123'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77014 MIDH.
 NE1123'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1123'DESCRIBED BY G.P. ROSENDALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1078 ***********************************************************************
 NE1078  DESIGNATION -  77015
 NE1078  PID         -  NE1078
 NE1078  STATE/COUNTY-  MI/ST CLAIR
 NE1078  USGS QUAD   -  PORT HURON (1991)
 NE1078
 NE1078                         *CURRENT SURVEY CONTROL
 NE1078  ___________________________________________________________________
 NE1078* NAD 83(1994)-  42 59 54.76610(N)    082 26 18.30072(W)     ADJUSTED  
 NE1078* NAVD 88     -       190.0    (meters)     623.     (feet)  VERTCON   
 NE1078  ___________________________________________________________________
 NE1078  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 NE1078  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE1078
 NE1078  HORZ ORDER  -  SECOND
 NE1078
 NE1078.The horizontal coordinates were established by classical geodetic methods
 NE1078.and adjusted by the National Geodetic Survey in February 1997..
 NE1078
 NE1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1078
 NE1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1078
 NE1078.The geoid height was determined by GEOID03.
 NE1078
 NE1078;                    North         East     Units Scale Factor Converg.
 NE1078;SPC MI S     -   168,255.374 4,157,206.983   MT  0.99990884   +1 18 44.0
 NE1078;SPC MI S     -   552,018.94 13,639,130.52   iFT  0.99990884   +1 18 44.0
 NE1078;UTM  17      - 4,761,657.157   382,753.366   MT  0.99976911   -0 58 51.9
 NE1078
 NE1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1078!SPC MI S     -   0.99997567  x   0.99990884  =   0.99988451
 NE1078!UTM  17      -   0.99997567  x   0.99976911  =   0.99974479
 NE1078
 NE1078|---------------------------------------------------------------------|
 NE1078| PID    Reference Object                     Distance      Geod. Az  |
 NE1078|                                                           dddmmss.s |
 NE1078| CH0726 77015 RM 2                           18.153 METERS 02118     |
 NE1078| NE1089 MIDH 77024                          372.194 METERS 12105     |
 NE1078| NE1080 77015 MIDH AZ MK OFFSET             452.471 METERS 2362204.1 |
 NE1078| NE1081 77015 MIDH AZ MK                    458.501 METERS 2362207.8 |
 NE1078| CH0725 77015 RM 1                            8.391 METERS 25324     |
 NE1078| NE1079 77015 MIDH PT A                       6.231 METERS 28656     |
 NE1078| OJ0712 PORT HURON N MUN TANK               APPROX. 2.1 KM 3571223.4 |
 NE1078|---------------------------------------------------------------------|
 NE1078
 NE1078                          SUPERSEDED SURVEY CONTROL
 NE1078
 NE1078  NAD 83(1986)-  42 59 54.75166(N)    082 26 18.33333(W) AD(       ) 2
 NE1078  NAD 27      -  42 59 54.64543(N)    082 26 18.63381(W) AD(       ) 2
 NE1078  NGVD 29 (07/19/86)  190.1    (m)          624.     (f) VERT ANG       
 NE1078
 NE1078.Superseded values are not recommended for survey control.
 NE1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1078.See file dsdata.txt to determine how the superseded data were derived.
 NE1078
 NE1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8275361657(NAD 83)
 NE1078_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1078
 NE1078  HISTORY     - Date     Condition        Report By
 NE1078  HISTORY     - 1977     MONUMENTED       MIDH
 NE1078  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE1078  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1078
 NE1078                          STATION DESCRIPTION
 NE1078
 NE1078'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1078'THE STATION IS LOCATED IN THE CITY OF PORT HURON AND IN THE
 NE1078'SOUTHEAST 1/4 OF SECTION 34, T 7 N, R 17 E.
 NE1078'
 NE1078'TO REACH THE STATION FROM THE TOLL BOOTH AT THE BLUE WATER
 NE1078'BRIDGE GO WESTERLY ON INTERSTATE HIGHWAY 94 FOR 0.2 MILE TO THE
 NE1078'WEST END OF OVERPASS AND THE STATION ON THE LEFT.  TO REACH THE
 NE1078'AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY ALONG WESTBOUND
 NE1078'INTERSTATE 94 FOR 0.25 MILE TO THE MARK ON THE RIGHT.
 NE1078'
 NE1078'STATION MARKS, STAMPED---77015 1977---, ARE MICHIGAN DEPARTMENT
 NE1078'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1078'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1078'SURFACE.  IT IS 65.6 FEET EAST OF THE EAST EDGE OF THE SOUTH
 NE1078'BASE OF EXIT SIGN, 28.4 FEET SOUTH OF THE CENTERLINE OF
 NE1078'INTERSTATE HIGHWAY 94, 23.4 FEET WEST OF A CONCRETE PROJECT
 NE1078'MARKER POST AND 4 FEET SOUTH OF A WITNESS POST.  THE
 NE1078'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NE1078'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1078'
 NE1078'REFERENCE MARK 1, STAMPED---NO 1 1977---, IS SET IN THE TOP OF
 NE1078'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1078'SURFACE.  IT IS 38.6 FEET EAST OF THE EAST EDGE OF THE SOUTH
 NE1078'BASE OF AN EXIT SIGN, 32.3 FEET SOUTH OF THE CENTERLINE OF
 NE1078'INTERSTATE 94 AND 9 FEET SOUTH OF THE SOUTH GUARD RAIL.
 NE1078'
 NE1078'REFERENCE MARK 2, STAMPED---NO 2 1977---, IS SET IN THE TOP OF
 NE1078'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1078'SURFACE.  IT IS 23.4 FEET NORTH OF THE CENTERLINE OF INTERSTATE
 NE1078'94, 23.4 FEET SOUTH OF A FENCE, 4.6 FEET WEST OF THE WEST END
 NE1078'OF BRIDGE RAILING AND 3 FEET NORTH OF THE NORTH GUARD RAIL.
 NE1078'
 NE1078'AZIMUTH MARKS, STAMPED---AZ MK 77015 1977---, ARE REFERENCE
 NE1078'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1078'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1078'IT IS 68.5 FEET NORTH OF THE NORTH EDGE OF WATER STREET EXIT
 NE1078'SIGN, 44.2 FEET WEST OF THE WEST EDGE OF WESTBOUND INTERSTATE
 NE1078'94 PAVEMENT, 37 FEET SOUTH OF A 12 INCH PINE TREE, 14.5 FEET
 NE1078'EAST OF A FENCE AND 4 FEET EAST OF A WITNESS POST.
 NE1078'THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1078'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1078'
 NE1078'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1078'TRANSPORTATION DISKS.
 NE1078'
 NE1078'HEIGHT OF LIGHT ABOVE STATION WAS 1.3 METERS.
 NE1078'DESCRIBED BY G.P. ROSENDALE.
 NE1078
 NE1078                          STATION RECOVERY (1997)
 NE1078
 NE1078'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1078'MARK NOT FOUND.
 NE1078
 NE1078                          STATION RECOVERY (1999)
 NE1078
 NE1078'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1081 ***********************************************************************
 NE1081  DESIGNATION -  77015 MIDH AZ MK
 NE1081  PID         -  NE1081
 NE1081  STATE/COUNTY-  MI/ST CLAIR
 NE1081  USGS QUAD   -  PORT HURON (1991)
 NE1081
 NE1081                         *CURRENT SURVEY CONTROL
 NE1081  ___________________________________________________________________
 NE1081* NAD 83(1994)-  42 59 46.53679(N)    082 26 35.15412(W)     ADJUSTED  
 NE1081* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 NE1081  ___________________________________________________________________
 NE1081  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 NE1081  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE1081
 NE1081  HORZ ORDER  -  SECOND
 NE1081
 NE1081.The horizontal coordinates were established by classical geodetic methods
 NE1081.and adjusted by the National Geodetic Survey in February 1997..
 NE1081
 NE1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1081
 NE1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1081
 NE1081.The geoid height was determined by GEOID03.
 NE1081
 NE1081;                    North         East     Units Scale Factor Converg.
 NE1081;SPC MI S     -   167,992.783 4,156,831.176   MT  0.99990876   +1 18 32.6
 NE1081;SPC MI S     -   551,157.42 13,637,897.56   iFT  0.99990876   +1 18 32.6
 NE1081;UTM  17      - 4,761,409.850   382,367.406   MT  0.99977023   -0 59 03.2
 NE1081
 NE1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1081!SPC MI S     -   0.99997638  x   0.99990876  =   0.99988514
 NE1081!UTM  17      -   0.99997638  x   0.99977023  =   0.99974661
 NE1081
 NE1081                          SUPERSEDED SURVEY CONTROL
 NE1081
 NE1081  NAD 83(1986)-  42 59 46.52242(N)    082 26 35.18678(W) AD(       ) 2
 NE1081  NAD 27      -  42 59 46.41609(N)    082 26 35.48668(W) AD(       ) 2
 NE1081  NGVD 29 (07/19/86)  185.6    (m)          609.     (f) VERT ANG       
 NE1081
 NE1081.Superseded values are not recommended for survey control.
 NE1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1081.See file dsdata.txt to determine how the superseded data were derived.
 NE1081
 NE1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8236761410(NAD 83)
 NE1081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1081+STABILITY: SURFACE MOTION
 NE1081
 NE1081  HISTORY     - Date     Condition        Report By
 NE1081  HISTORY     - 1977     MONUMENTED       MIDH
 NE1081  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE1081  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE1081  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1081
 NE1081                          STATION DESCRIPTION
 NE1081
 NE1081'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1081'THE STATION IS LOCATED IN THE CITY OF PORT HURON.
 NE1081'
 NE1081'TO REACH THE STATION FROM THE TOLL BOOTH AT THE BLUE WATER
 NE1081'BRIDGE GO WESTERLY ON INTERSTATE HIGHWAY 94 FOR 0.45 MILE
 NE1081'TO THE STATION ON THE RIGHT.
 NE1081'
 NE1081'AZIMUTH MARKS, STAMPED---AZ MK 77015 1977---, ARE REFERENCE
 NE1081'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1081'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1081'IT IS 68.5 FEET NORTH OF THE NORTH EDGE OF WATER STREET EXIT
 NE1081'SIGN, 44.2 FEET WEST OF THE WEST EDGE OF WESTBOUND INTERSTATE
 NE1081'94 PAVEMENT, 37 FEET SOUTH OF A 12 INCH PINE TREE, 14.5 FEET
 NE1081'EAST OF A FENCE AND 4 FEET EAST OF A WITNESS POST.
 NE1081'THE UNDERGROUND DISK IS SET IN THE TOP OF A IRREGULAR MASS OF
 NE1081'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1081'
 NE1081'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77015 MIDH.
 NE1081'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1081'DESCRIBED BY G.P. ROSENDALE.
 NE1081
 NE1081                          STATION RECOVERY (1994)
 NE1081
 NE1081'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE1081'MARK NOT FOUND.
 NE1081
 NE1081                          STATION RECOVERY (1997)
 NE1081
 NE1081'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1081'MARK NOT FOUND.
 NE1081
 NE1081                          STATION RECOVERY (1999)
 NE1081
 NE1081'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1134 ***********************************************************************
 NE1134  DESIGNATION -  77016 MIDH
 NE1134  PID         -  NE1134
 NE1134  STATE/COUNTY-  MI/ST CLAIR
 NE1134  USGS QUAD   -  SMITHS CREEK (1991)
 NE1134
 NE1134                         *CURRENT SURVEY CONTROL
 NE1134  ___________________________________________________________________
 NE1134* NAD 83(1994)-  42 55 10.82078(N)    082 31 14.35864(W)     ADJUSTED  
 NE1134* NAVD 88     -       198.2    (meters)     650.     (feet)  VERTCON   
 NE1134  ___________________________________________________________________
 NE1134  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NE1134  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE1134
 NE1134  HORZ ORDER  -  SECOND
 NE1134
 NE1134.The horizontal coordinates were established by classical geodetic methods
 NE1134.and adjusted by the National Geodetic Survey in February 1997..
 NE1134
 NE1134.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1134
 NE1134.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1134
 NE1134.The geoid height was determined by GEOID03.
 NE1134
 NE1134;                    North         East     Units Scale Factor Converg.
 NE1134;SPC MI S     -   159,345.772 4,150,695.417   MT  0.99990706   +1 15 22.6
 NE1134;SPC MI S     -   522,787.97 13,617,767.12   iFT  0.99990706   +1 15 22.6
 NE1134;UTM  17      - 4,753,016.283   375,891.481   MT  0.99978949   -1 02 08.4
 NE1134
 NE1134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1134!SPC MI S     -   0.99997439  x   0.99990706  =   0.99988145
 NE1134!UTM  17      -   0.99997439  x   0.99978949  =   0.99976389
 NE1134
 NE1134|---------------------------------------------------------------------|
 NE1134| PID    Reference Object                     Distance      Geod. Az  |
 NE1134|                                                           dddmmss.s |
 NE1134| NE1125 77016 MIDH RM 1                      24.959 METERS 06343     |
 NE1134| NE1120 77016 MIDH AZ MK                    APPROX. 1.2 KM 0861356.1 |
 NE1134| NE1135 77016 MIDH RM 2                       7.031 METERS 30227     |
 NE1134|---------------------------------------------------------------------|
 NE1134
 NE1134                          SUPERSEDED SURVEY CONTROL
 NE1134
 NE1134  NAD 83(1986)-  42 55 10.80747(N)    082 31 14.39305(W) AD(       ) 2
 NE1134  NAD 27      -  42 55 10.70033(N)    082 31 14.68750(W) AD(       ) 2
 NE1134  NGVD 29 (07/19/86)  198.3    (m)          651.     (f) VERT ANG       
 NE1134
 NE1134.Superseded values are not recommended for survey control.
 NE1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1134.See file dsdata.txt to determine how the superseded data were derived.
 NE1134
 NE1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7589153016(NAD 83)
 NE1134_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1134+STABILITY: SURFACE MOTION
 NE1134
 NE1134  HISTORY     - Date     Condition        Report By
 NE1134  HISTORY     - 1977     MONUMENTED       MIDH
 NE1134  HISTORY     - 19990703 GOOD             USPSQD
 NE1134
 NE1134                          STATION DESCRIPTION
 NE1134
 NE1134'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1134'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PORT HURON,
 NE1134'4 MILES EAST OF SMITHS CREEK, 3 MILES WEST OF MARYSVILLE AND IN
 NE1134'THE NORTHEAST 1/4 OF SECTION 35, T 6 N, R 16 E.
 NE1134'
 NE1134'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1134'AND M-25 (GRATIOT AVENUE) GO NORTHEAST ALONG M-25 FOR 0.35
 NE1134'MILE TO RANGE ROAD, GO NORTH ALONG RANGE ROAD FOR 0.75 MILE
 NE1134'TO SMITH CREEK ROAD, GO WEST ALONG SMITH CREEK ROAD FOR 1.05
 NE1134'MILES TO ALLEN ROAD AND THE STATION ON THE LEFT.  TO REACH THE
 NE1134'AZIMUTH MARK FROM THE STATION GO EAST ALONG SMITH CREEK ROAD
 NE1134'FOR 0.7 MILE TO THE MARK ON THE LEFT.
 NE1134'
 NE1134'STATION MARKS, STAMPED---77016 1977---, ARE MICHIGAN DEPARTMENT
 NE1134'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP
 NE1134'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1134'GROUND SURFACE.  IT IS 49.5 FEET SOUTH OF THE CENTER OF SMITH
 NE1134'CREEK ROAD, 19 FEET SOUTHEAST OF A POWER POLE, 15.5 FEET
 NE1134'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 10.5 FEET NORTH OF A FENCE
 NE1134'AND 4 FEET EAST OF A WITNESS POST.  THE UNDERGROUND DISK IS SET
 NE1134'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NE1134'THE GROUND SURFACE.
 NE1134'
 NE1134'REFERENCE MARK 1, STAMPED---NO 1 77016 1977---, IS SET IN THE
 NE1134'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1134'GROUND SURFACE.  IT IS 43.5 FEET NORTH OF A FENCE, 26 FEET
 NE1134'NORTHEAST OF A POWER POLE AND 16.5 FEET SOUTH OF THE CENTER
 NE1134'OF SMITH CREEK ROAD.
 NE1134'
 NE1134'REFERENCE MARK 2, STAMPED---NO 2 77016 1977---, IS SET IN THE
 NE1134'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1134'GROUND SURFACE.  IT IS 36 FEET SOUTH OF THE CENTER OF SMITH
 NE1134'CREEK ROAD, 24.5 FEET WEST OF A RIGHT OF WAY MARKER AND 10.5
 NE1134'FEET SOUTHWEST OF A POWER POLE.
 NE1134'
 NE1134'AZIMUTH MARKS, STAMPED---AZ MK 77016 1977---, ARE REFERENCE
 NE1134'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1134'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1134'IT IS 21 FEET NORTH OF THE CENTER OF SMITH CREEK ROAD, 12 FEET
 NE1134'SOUTHWEST OF THE SOUTH END OF A GUARD FENCE, 6.8 FEET WEST OF
 NE1134'THE WEST FACE OF BRIDGE ABUTMENT AND 4 FEET WEST OF A WITNESS
 NE1134'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1134'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1134'
 NE1134'ALL DISKS ARE 3-1/2 INCH ALUMINUM, MICHIGAN DEPARTMENT OF
 NE1134'TRANSPORTATION DISKS.
 NE1134'
 NE1134'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 NE1134'DESCRIBED BY G.P. ROSENDALE.
 NE1134
 NE1134                          STATION RECOVERY (1999)
 NE1134
 NE1134'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1120 ***********************************************************************
 NE1120  DESIGNATION -  77016 MIDH AZ MK
 NE1120  PID         -  NE1120
 NE1120  STATE/COUNTY-  MI/ST CLAIR
 NE1120  USGS QUAD   -  SMITHS CREEK (1991)
 NE1120
 NE1120                         *CURRENT SURVEY CONTROL
 NE1120  ___________________________________________________________________
 NE1120* NAD 83(1994)-  42 55 13.29765(N)    082 30 23.11757(W)     ADJUSTED  
 NE1120* NAVD 88     -       201.     (meters)     659.     (feet)  VERTCON   
 NE1120  ___________________________________________________________________
 NE1120  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 NE1120  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE1120
 NE1120  HORZ ORDER  -  SECOND
 NE1120
 NE1120.The horizontal coordinates were established by classical geodetic methods
 NE1120.and adjusted by the National Geodetic Survey in February 1997..
 NE1120
 NE1120.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1120
 NE1120.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1120
 NE1120.The geoid height was determined by GEOID03.
 NE1120
 NE1120;                    North         East     Units Scale Factor Converg.
 NE1120;SPC MI S     -   159,447.754 4,151,855.474   MT  0.99990707   +1 15 57.4
 NE1120;SPC MI S     -   523,122.55 13,621,573.08   iFT  0.99990707   +1 15 57.4
 NE1120;UTM  17      - 4,753,071.785   377,054.549   MT  0.99978596   -1 01 33.5
 NE1120
 NE1120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1120!SPC MI S     -   0.99997397  x   0.99990707  =   0.99988104
 NE1120!UTM  17      -   0.99997397  x   0.99978596  =   0.99975993
 NE1120
 NE1120                          SUPERSEDED SURVEY CONTROL
 NE1120
 NE1120  NAD 83(1986)-  42 55 13.28416(N)    082 30 23.15197(W) AD(       ) 2
 NE1120  NAD 27      -  42 55 13.17673(N)    082 30 23.44811(W) AD(       ) 2
 NE1120  NGVD 29 (07/19/86)  201.     (m)          659.     (f) VERT ANG       
 NE1120
 NE1120.Superseded values are not recommended for survey control.
 NE1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1120.See file dsdata.txt to determine how the superseded data were derived.
 NE1120
 NE1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7705553072(NAD 83)
 NE1120_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1120+STABILITY: SURFACE MOTION
 NE1120
 NE1120  HISTORY     - Date     Condition        Report By
 NE1120  HISTORY     - 1977     MONUMENTED       MIDH
 NE1120  HISTORY     - 19990703 GOOD             USPSQD
 NE1120
 NE1120                          STATION DESCRIPTION
 NE1120
 NE1120'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1120'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF PORT HURON,
 NE1120'4 MILES EAST OF SMITHS CREEK, 3 MILES WEST OF MARYSVILLE.
 NE1120'
 NE1120'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1120'AND M-25 (GRATIOT AVENUE) GO NORTHEAST ALONG M-25 FOR 0.35
 NE1120'MILE TO RANGE ROAD, GO NORTH ALONG RANGE ROAD FOR 0.75 MILE
 NE1120'TO SMITH CREEK ROAD, GO WEST ALONG SMITH CREEK ROAD FOR 0.35
 NE1120'MILE TO THE STATION ON THE RIGHT.
 NE1120'
 NE1120'AZIMUTH MARKS, STAMPED---AZ MK 77016 1977---, ARE REFERENCE
 NE1120'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1120'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1120'IT IS 21 FEET NORTH OF THE CENTER OF SMITH CREEK ROAD, 12 FEET
 NE1120'SOUTHWEST OF THE SOUTH END OF A GUARD FENCE, 6.8 FEET WEST OF
 NE1120'THE WEST FACE OF BRIDGE ABUTMENT AND 4 FEET WEST OF A WITNESS
 NE1120'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1120'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1120'
 NE1120'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77016 MIDH.
 NE1120'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1120'DESCRIBED BY G.P. ROSENDALE.
 NE1120
 NE1120                          STATION RECOVERY (1999)
 NE1120
 NE1120'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1130 ***********************************************************************
 NE1130  DESIGNATION -  77017 MIDH
 NE1130  PID         -  NE1130
 NE1130  STATE/COUNTY-  MI/ST CLAIR
 NE1130  USGS QUAD   -  SMITHS CREEK (1991)
 NE1130
 NE1130                         *CURRENT SURVEY CONTROL
 NE1130  ___________________________________________________________________
 NE1130* NAD 83(1994)-  42 53 51.64404(N)    082 30 31.42123(W)     ADJUSTED  
 NE1130* NAVD 88     -       194.5    (meters)     638.     (feet)  VERTCON   
 NE1130  ___________________________________________________________________
 NE1130  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NE1130  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE1130
 NE1130  HORZ ORDER  -  SECOND
 NE1130
 NE1130.The horizontal coordinates were established by classical geodetic methods
 NE1130.and adjusted by the National Geodetic Survey in February 1997..
 NE1130
 NE1130.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1130
 NE1130.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1130
 NE1130.The geoid height was determined by GEOID03.
 NE1130
 NE1130;                    North         East     Units Scale Factor Converg.
 NE1130;SPC MI S     -   156,924.728 4,151,722.809   MT  0.99990690   +1 15 51.8
 NE1130;SPC MI S     -   514,844.91 13,621,137.82   iFT  0.99990690   +1 15 51.8
 NE1130;UTM  17      - 4,750,556.385   376,821.130   MT  0.99978666   -1 01 37.6
 NE1130
 NE1130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1130!SPC MI S     -   0.99997497  x   0.99990690  =   0.99988188
 NE1130!UTM  17      -   0.99997497  x   0.99978666  =   0.99976164
 NE1130
 NE1130|---------------------------------------------------------------------|
 NE1130| PID    Reference Object                     Distance      Geod. Az  |
 NE1130|                                                           dddmmss.s |
 NE1130| NE1122 77017 MIDH RM 1                       9.577 METERS 00747     |
 NE1130| NE1124 77017 MIDH AZ MK                    APPROX. 0.8 KM 2290534.6 |
 NE1130| NE1131 77017 MIDH RM 2                       6.402 METERS 26131     |
 NE1130|---------------------------------------------------------------------|
 NE1130
 NE1130                          SUPERSEDED SURVEY CONTROL
 NE1130
 NE1130  NAD 83(1986)-  42 53 51.63059(N)    082 30 31.45617(W) AD(       ) 2
 NE1130  NAD 27      -  42 53 51.52258(N)    082 30 31.75293(W) AD(       ) 2
 NE1130  NGVD 29 (07/19/86)  194.6    (m)          638.     (f) VERT ANG       
 NE1130
 NE1130.Superseded values are not recommended for survey control.
 NE1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1130.See file dsdata.txt to determine how the superseded data were derived.
 NE1130
 NE1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7682150556(NAD 83)
 NE1130_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1130+STABILITY: SURFACE MOTION
 NE1130
 NE1130  HISTORY     - Date     Condition        Report By
 NE1130  HISTORY     - 1977     MONUMENTED       MIDH
 NE1130  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1130  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE1130
 NE1130                          STATION DESCRIPTION
 NE1130
 NE1130'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1130'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORT HURON,
 NE1130'2 MILES SOUTHWEST OF MARYSVILLE ON INTERSTATE HIGHWAY 94 RIGHT-
 NE1130'OF-WAY AND IN SECTION 1, T 5 N, R 16 E.
 NE1130'
 NE1130'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1130'AND M-25 (GRATIOT AVENUE) GO SOUTHWESTERLY ALONG INTERSTATE 94
 NE1130'FOR 0.8 MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 NE1130'MARK FROM THE STATION GO SOUTHWEST ALONG INTERSTATE 94 FOR 0.5
 NE1130'MILE TO THE MARK ON THE RIGHT.
 NE1130'
 NE1130'STATION MARKS, STAMPED---77017 1977---, ARE MICHIGAN DEPARTMENT
 NE1130'OF TRANSPORTATION DISKS.  THE SURFACE DISK IS SET IN THE TOP OF
 NE1130'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NE1130'SURFACE.  IT IS 81.5 FEET SOUTHEAST OF A GAS VENT PIPE, 76 FEET
 NE1130'SOUTHEAST OF A RIGHT-OF-WAY FENCE, 24.3 FEET NORTHWEST OF THE
 NE1130'CENTER OF WESTBOUND INTERSTATE 94, 21.3 FEET SOUTH-SOUTHWEST OF
 NE1130'PLUS SIGN OF 1642+75 IN CULVERT HEADWALL AND 3.7 FEET WEST OF
 NE1130'A WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NE1130'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND
 NE1130'SURFACE.
 NE1130'
 NE1130'REFERENCE MARK 1, STAMPED---NO 1 77017 1977---, IS SET IN THE
 NE1130'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1130'GROUND SURFACE.  IT IS 59.4 FEET SOUTHEAST OF GAS LINE VENT
 NE1130'PIPE, 58.8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 44 FEET
 NE1130'NORTHWEST OF THE CENTERLINE OF WESTBOUND INTERSTATE 94, 13.6
 NE1130'FEET NORTHEAST OF PLUS SIGN OF 1642+75 IN CULVERT HEADWALL AND
 NE1130'12.4 FEET SOUTHWEST OF THE PLUS SIGN OF 1643+00 IN A CULVERT
 NE1130'HEADWALL.
 NE1130'
 NE1130'REFERENCE MARK 2, STAMPED---NO 2 77017 1977---, IS SET IN THE
 NE1130'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1130'GROUND SURFACE.  IT IS 76.4 FEET SOUTHEAST OF A GAS LINE VENT
 NE1130'PIPE, 67.8 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 36.2 FEET
 NE1130'NORTHWEST OF THE CENTERLINE OF WESTBOUND INTERSTATE 94 AND 28.9
 NE1130'FEET SOUTHWEST OF THE PLUS SIGN OF 1645+75 IN CULVERT HEADWALL.
 NE1130'
 NE1130'AZIMUTH MARKS, STAMPED---AZ MK 77017 1977---, ARE REFERENCE
 NE1130'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1130'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1130'IT IS 100 FEET NORTHWEST OF THE CENTERLINE OF WESTBOUND
 NE1130'INTERSTATE 94, 27 FEET SOUTHEAST OF A 5 INCH THORNAPPLE TREE
 NE1130'AND 4 FEET NORTHEAST OF A WITNESS POST AND 3.3 FEET SOUTHEAST
 NE1130'OF A RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN THE
 NE1130'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1130'GROUND SURFACE.
 NE1130'
 NE1130'ALL DISKS ARE 3-1/2 INCH ALUMINUM MICHIGAN DEPARTMENT OF
 NE1130'TRANSPORTATION DISKS.
 NE1130'
 NE1130'HEIGHT OF LIGHT ABOVE STATION WAS 1.6 METERS.
 NE1130'DESCRIBED BY G.P. ROSENDALE.
 NE1130'
 NE1130
 NE1130                          STATION RECOVERY (1999)
 NE1130
 NE1130'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1130'MARK NOT FOUND.
 NE1130
 NE1130                          STATION RECOVERY (2005)
 NE1130
 NE1130'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE1130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1124 ***********************************************************************
 NE1124  DESIGNATION -  77017 MIDH AZ MK
 NE1124  PID         -  NE1124
 NE1124  STATE/COUNTY-  MI/ST CLAIR
 NE1124  USGS QUAD   -  SMITHS CREEK (1991)
 NE1124
 NE1124                         *CURRENT SURVEY CONTROL
 NE1124  ___________________________________________________________________
 NE1124* NAD 83(1994)-  42 53 34.81188(N)    082 30 57.84093(W)     ADJUSTED  
 NE1124* NAVD 88     -       196.     (meters)     643.     (feet)  VERTCON   
 NE1124  ___________________________________________________________________
 NE1124  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 NE1124  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE1124
 NE1124  HORZ ORDER  -  SECOND
 NE1124
 NE1124.The horizontal coordinates were established by classical geodetic methods
 NE1124.and adjusted by the National Geodetic Survey in February 1997..
 NE1124
 NE1124.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1124
 NE1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1124
 NE1124.The geoid height was determined by GEOID03.
 NE1124
 NE1124;                    North         East     Units Scale Factor Converg.
 NE1124;SPC MI S     -   156,392.287 4,151,135.020   MT  0.99990689   +1 15 33.8
 NE1124;SPC MI S     -   513,098.05 13,619,209.38   iFT  0.99990689   +1 15 33.8
 NE1124;UTM  17      - 4,750,047.932   376,212.595   MT  0.99978851   -1 01 55.2
 NE1124
 NE1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1124!SPC MI S     -   0.99997475  x   0.99990689  =   0.99988165
 NE1124!UTM  17      -   0.99997475  x   0.99978851  =   0.99976327
 NE1124
 NE1124                          SUPERSEDED SURVEY CONTROL
 NE1124
 NE1124  NAD 83(1986)-  42 53 34.79852(N)    082 30 57.87598(W) AD(       ) 2
 NE1124  NAD 27      -  42 53 34.69054(N)    082 30 58.17205(W) AD(       ) 2
 NE1124  NGVD 29 (07/19/86)  196.     (m)          643.     (f) VERT ANG       
 NE1124
 NE1124.Superseded values are not recommended for survey control.
 NE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1124.See file dsdata.txt to determine how the superseded data were derived.
 NE1124
 NE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7621350048(NAD 83)
 NE1124_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1124+STABILITY: SURFACE MOTION
 NE1124
 NE1124  HISTORY     - Date     Condition        Report By
 NE1124  HISTORY     - 1977     MONUMENTED       MIDH
 NE1124  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1124
 NE1124                          STATION DESCRIPTION
 NE1124
 NE1124'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1124'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PORT HURON,
 NE1124'2 MILES SOUTHWEST OF MARYSVILLE ON INTERSTATE HIGHWAY 94 RIGHT-
 NE1124'OF-WAY.
 NE1124'
 NE1124'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 94
 NE1124'AND M-25 (GRATIOT AVENUE) GO SOUTHWESTERLY ALONG INTERSTATE 94
 NE1124'FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 NE1124'
 NE1124'AZIMUTH MARKS, STAMPED---AZ MK 77017 1977---, ARE REFERENCE
 NE1124'MARK DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NE1124'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 NE1124'IT IS 100 FEET NORTHWEST OF THE CENTERLINE OF WESTBOUND
 NE1124'INTERSTATE 94, 27 FEET SOUTHEAST OF A 5 INCH THORNAPPLE TREE
 NE1124'AND 4 FEET NORTHEAST OF A WITNESS POST AND 3.3 FEET SOUTHEAST
 NE1124'OF A RIGHT-OF-WAY FENCE.  THE UNDERGROUND DISK IS SET IN THE
 NE1124'TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 NE1124'GROUND SURFACE.
 NE1124'
 NE1124'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION 77017 MIDH.
 NE1124'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 NE1124'DESCRIBED BY G.P. ROSENDALE.
 NE1124
 NE1124                          STATION RECOVERY (1999)
 NE1124
 NE1124'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1092 ***********************************************************************
 NE1092  DESIGNATION -  77018
 NE1092  PID         -  NE1092
 NE1092  STATE/COUNTY-  MI/ST CLAIR
 NE1092  USGS QUAD   -  PORT HURON (1991)
 NE1092
 NE1092                         *CURRENT SURVEY CONTROL
 NE1092  ___________________________________________________________________
 NE1092* NAD 83(1994)-  42 58 31.63327(N)    082 28 37.56251(W)     ADJUSTED  
 NE1092* NAVD 88     -       195.9    (meters)     643.     (feet)  VERTCON   
 NE1092  ___________________________________________________________________
 NE1092  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 NE1092  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE1092
 NE1092  HORZ ORDER  -  SECOND
 NE1092
 NE1092.The horizontal coordinates were established by classical geodetic methods
 NE1092.and adjusted by the National Geodetic Survey in February 1997..
 NE1092
 NE1092.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1092
 NE1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1092
 NE1092.The geoid height was determined by GEOID03.
 NE1092
 NE1092;                    North         East     Units Scale Factor Converg.
 NE1092;SPC MI S     -   165,619.350 4,154,111.256   MT  0.99990812   +1 17 09.3
 NE1092;SPC MI S     -   543,370.57 13,628,973.94   iFT  0.99990812   +1 17 09.3
 NE1092;UTM  17      - 4,759,147.449   379,555.076   MT  0.99977847   -1 00 25.3
 NE1092
 NE1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1092!SPC MI S     -   0.99997475  x   0.99990812  =   0.99988287
 NE1092!UTM  17      -   0.99997475  x   0.99977847  =   0.99975322
 NE1092
 NE1092|---------------------------------------------------------------------|
 NE1092| PID    Reference Object                     Distance      Geod. Az  |
 NE1092|                                                           dddmmss.s |
 NE1092| CH0432 77018 RM 1                            7.263 METERS 10944     |
 NE1092| NE1085 77014                               APPROX. 1.0 KM 2573754.8 |
 NE1092|---------------------------------------------------------------------|
 NE1092
 NE1092                          SUPERSEDED SURVEY CONTROL
 NE1092
 NE1092  NAD 83(1986)-  42 58 31.61936(N)    082 28 37.59563(W) AD(       ) 2
 NE1092  NAD 27      -  42 58 31.51322(N)    082 28 37.89302(W) AD(       ) 2
 NE1092  NGVD 29 (07/19/86)  196.0    (m)          643.     (f) VERT ANG       
 NE1092
 NE1092.Superseded values are not recommended for survey control.
 NE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1092.See file dsdata.txt to determine how the superseded data were derived.
 NE1092
 NE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7955559147(NAD 83)
 NE1092_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1092_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1092
 NE1092  HISTORY     - Date     Condition        Report By
 NE1092  HISTORY     - 1977     MONUMENTED       MIDH
 NE1092  HISTORY     - 19970705 GOOD             USPSQD
 NE1092
 NE1092                          STATION DESCRIPTION
 NE1092
 NE1092'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1092'THE STATION IS ABOUT 3.0 MILES WEST OF PORT HURON ON M-21 FREEWAY ON
 NE1092'STATE ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP, T6N-R17E, N.W.
 NE1092'QUARTER OF SECTION 8.
 NE1092'
 NE1092'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1092'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD THENCE WEST 2.9
 NE1092'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NE1092'
 NE1092'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1092'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77018
 NE1092', 1977.  SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NE1092'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 25.3 FEET NORTH
 NE1092'EAST OF THE CENTERLINE OF WESTBOUND M-21 FREEWAY AND 7.0 FEET NORTH
 NE1092'EAST OF A GUARD POST AND 6.9 FEET NORTH WEST OF A GUARD POST AND 4.3
 NE1092'FEET EAST OF A WITNESS POST.  THE UNDERGROUND MARK IS SET IN TOP OF AN
 NE1092'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 NE1092'
 NE1092'REFERENCE MARK 1 IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1092'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77018
 NE1092', 1977 SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NE1092'WITH THE GROUND SURFACE.  IT IS 28 FEET EAST OF A WITNESS POST AND 25
 NE1092'FEET NORTH OF THE CENTERLINE OF WEST BOUND M-21 FREEWAY AND 8.1 FEET
 NE1092'NORTH WEST OF A GUARD POST AND 5.8 FEET NORTH EAST OF A GUARD POST.
 NE1092
 NE1092                          STATION RECOVERY (1997)
 NE1092
 NE1092'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1091 ***********************************************************************
 NE1091  DESIGNATION -  77019
 NE1091  PID         -  NE1091
 NE1091  STATE/COUNTY-  MI/ST CLAIR
 NE1091  USGS QUAD   -  PORT HURON (1991)
 NE1091
 NE1091                         *CURRENT SURVEY CONTROL
 NE1091  ___________________________________________________________________
 NE1091* NAD 83(1994)-  42 58 16.59044(N)    082 28 06.78066(W)     ADJUSTED  
 NE1091* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 NE1091  ___________________________________________________________________
 NE1091  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NE1091  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE1091
 NE1091  HORZ ORDER  -  SECOND
 NE1091
 NE1091.The horizontal coordinates were established by classical geodetic methods
 NE1091.and adjusted by the National Geodetic Survey in February 1997..
 NE1091
 NE1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1091
 NE1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1091
 NE1091.The geoid height was determined by GEOID03.
 NE1091
 NE1091;                    North         East     Units Scale Factor Converg.
 NE1091;SPC MI S     -   165,170.991 4,154,818.974   MT  0.99990801   +1 17 30.2
 NE1091;SPC MI S     -   541,899.58 13,631,295.85   iFT  0.99990801   +1 17 30.2
 NE1091;UTM  17      - 4,758,671.197   380,244.199   MT  0.99977643   -1 00 04.1
 NE1091
 NE1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1091!SPC MI S     -   0.99997462  x   0.99990801  =   0.99988263
 NE1091!UTM  17      -   0.99997462  x   0.99977643  =   0.99975106
 NE1091
 NE1091|---------------------------------------------------------------------|
 NE1091| PID    Reference Object                     Distance      Geod. Az  |
 NE1091|                                                           dddmmss.s |
 NE1091| CH0433 77019 RM 1                            6.962 METERS 23722     |
 NE1091| NE1092 77018                               APPROX. 0.8 KM 3033849.6 |
 NE1091|---------------------------------------------------------------------|
 NE1091
 NE1091                          SUPERSEDED SURVEY CONTROL
 NE1091
 NE1091  NAD 83(1986)-  42 58 16.57643(N)    082 28 06.81389(W) AD(       ) 2
 NE1091  NAD 27      -  42 58 16.46996(N)    082 28 07.11225(W) AD(       ) 2
 NE1091  NGVD 29 (07/19/86)  196.8    (m)          646.     (f) VERT ANG       
 NE1091
 NE1091.Superseded values are not recommended for survey control.
 NE1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1091.See file dsdata.txt to determine how the superseded data were derived.
 NE1091
 NE1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8024458671(NAD 83)
 NE1091_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1091_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1091
 NE1091  HISTORY     - Date     Condition        Report By
 NE1091  HISTORY     - 1977     MONUMENTED       MIDH
 NE1091  HISTORY     - 19970705 GOOD             USPSQD
 NE1091
 NE1091                          STATION DESCRIPTION
 NE1091
 NE1091'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (CCL)
 NE1091'THE STATION IS ABOUT 2.5 MILES WEST OF PORT HURON ON M-21 FREEWAY ON
 NE1091'STATE ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP, T6N-R17E, S.E.
 NE1091'QUARTER OF SECTION 8.
 NE1091'
 NE1091'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON GO SOUTH 0.3
 NE1091'MILES TO THE INTERSECTION OF MILITARY AND GRISWOLD THENCE RIGHT 2.4
 NE1091'MILES TO THE STATION ON LEFT AS DESCRIBED.
 NE1091'
 NE1091'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1091'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED 77019
 NE1091', 1977.  SURFACE MARK IS SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE
 NE1091'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 55.0 FEET NORTH
 NE1091'OF THE CENTERLINE OF THE E B M-21 FREEWAY AND 38.7 FEET SOUTH OF THE
 NE1091'W B M-21 FREEWAY AND 4.2 FEET SOUTH OF A WITNESS POST. THE UNDERGROUND
 NE1091'MARK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 NE1091'THE GROUND SURFACE
 NE1091'
 NE1091'REFERENCE MARK 1 IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1091'HIGHWAYS AND TRANSPORTION REFERENCE MARK DISK STAMPED 1, 77019, 1977.
 NE1091'SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NE1091'GROUND SURFACE.  IT IS 59.5 FEET SOUTH OF THE CENTERLINE OF WEST BOUND
 NE1091'M-21 FREEWAY AND 34.2 FEET NORTH OF THE CENTERLINE OF THE EAST BOUND
 NE1091'M-21 FREEWAY AND 27.0 FEET SOUTH WEST OF A WITNESS POST.
 NE1091
 NE1091                          STATION RECOVERY (1997)
 NE1091
 NE1091'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1090 ***********************************************************************
 NE1090  DESIGNATION -  77020
 NE1090  PID         -  NE1090
 NE1090  STATE/COUNTY-  MI/ST CLAIR
 NE1090  USGS QUAD   -  PORT HURON (1991)
 NE1090
 NE1090                         *CURRENT SURVEY CONTROL
 NE1090  ___________________________________________________________________
 NE1090* NAD 83(1994)-  42 57 59.44996(N)    082 27 33.87570(W)     ADJUSTED  
 NE1090* NAVD 88     -       187.4    (meters)     615.     (feet)  VERTCON   
 NE1090  ___________________________________________________________________
 NE1090  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 NE1090  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE1090
 NE1090  HORZ ORDER  -  SECOND
 NE1090
 NE1090.The horizontal coordinates were established by classical geodetic methods
 NE1090.and adjusted by the National Geodetic Survey in February 1997..
 NE1090
 NE1090.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1090
 NE1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1090
 NE1090.The geoid height was determined by GEOID03.
 NE1090
 NE1090;                    North         East     Units Scale Factor Converg.
 NE1090;SPC MI S     -   164,659.087 4,155,576.348   MT  0.99990789   +1 17 52.6
 NE1090;SPC MI S     -   540,220.10 13,633,780.67   iFT  0.99990789   +1 17 52.6
 NE1090;UTM  17      - 4,758,129.475   380,980.390   MT  0.99977427   -0 59 41.3
 NE1090
 NE1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1090!SPC MI S     -   0.99997608  x   0.99990789  =   0.99988397
 NE1090!UTM  17      -   0.99997608  x   0.99977427  =   0.99975036
 NE1090
 NE1090|---------------------------------------------------------------------|
 NE1090| PID    Reference Object                     Distance      Geod. Az  |
 NE1090|                                                           dddmmss.s |
 NE1090| CH0434 77020 RM 1                            8.669 METERS 28159     |
 NE1090| NE1091 77019                               APPROX. 0.9 KM 3052108.8 |
 NE1090|---------------------------------------------------------------------|
 NE1090
 NE1090                          SUPERSEDED SURVEY CONTROL
 NE1090
 NE1090  NAD 83(1986)-  42 57 59.43585(N)    082 27 33.90905(W) AD(       ) 2
 NE1090  NAD 27      -  42 57 59.32904(N)    082 27 34.20846(W) AD(       ) 2
 NE1090  NGVD 29 (07/19/86)  187.5    (m)          615.     (f) VERT ANG       
 NE1090
 NE1090.Superseded values are not recommended for survey control.
 NE1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1090.See file dsdata.txt to determine how the superseded data were derived.
 NE1090
 NE1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8098058129(NAD 83)
 NE1090_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1090_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NE1090
 NE1090  HISTORY     - Date     Condition        Report By
 NE1090  HISTORY     - 1978     MONUMENTED       MIDH
 NE1090  HISTORY     - 19970705 GOOD             USPSQD
 NE1090
 NE1090                          STATION DESCRIPTION
 NE1090
 NE1090'DESCRIBED BY MI DEPT OF HIGHWAYS 1978 (CCL)
 NE1090'THE STATION IS ABOUT 2 MILES WEST OF PORT HURON ON M-21 FREEWAY STATE
 NE1090'ROW IN ST CLAIR COUNTY, PORT HURON TOWNSHIP T6N-R17E IN THE N.W.
 NE1090'QUARTER OF SECTION 16.
 NE1090'
 NE1090'TO REACH THE STATION FROM THE POST OFFICE IN PORT HURON, GO SOUTH 0.3
 NE1090'MILE TO THE INTERSECTION OF MILTARY AND GRISWOLD, THENCE RIGHT1.8MILES
 NE1090'TO THE GRISWOLD STREET EXIT AND STATION ON LEFT AS DESCRIBED.
 NE1090'
 NE1090'THE STATION MARK IS A 3.5 INCH ALUMINUM MICHIGAN DEPT OF STATE
 NE1090'HIGHWAYS AND TRANSPORTATION HORIZONTAL CONTROL MARK DISK STAMPED,
 NE1090'77020, 1978.  SURFACE MARK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL
 NE1090'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS
 NE1090'51.5 FEET EAST OF A POWER POLE AND 25.0 FEET SOUTH OF THE SOUTH EDGE
 NE1090'OF E.B. M-21 FREEWAY AND 4.2 FEET NORTH OF WITNESS POST.  THE
 NE1090'UNDERGROUND MARK IS SET IN TOP OF AN IRREGULAR MASS OF CONCRETE 48
 NE1090'INCHES BELOW THE GROUND SURFACE.
 NE1090'
 NE1090'REFERENCE MARK 1 IS A 3.5 INCH ALUMINUM MICHIGAN DEPARTMENT OF STATE
 NE1090'HIGHWAYS AND TRANSPORTATION REFERENCE MARK DISK STAMPED 1, 77020,
 NE1090'1978, SET IN TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NE1090'THE GROUND SURFACE.  IT IS 35.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 NE1090'EAST BOUND M-21 FREEWAY AND 29.0 FEET WEST OF WITNESS POST AND 29.0
 NE1090'FEET SOUTH EAST OF A POWERPOLE.
 NE1090
 NE1090                          STATION RECOVERY (1997)
 NE1090
 NE1090'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3072 ***********************************************************************
 AB3072  DESIGNATION -  77200
 AB3072  PID         -  AB3072
 AB3072  STATE/COUNTY-  MI/ST CLAIR
 AB3072  USGS QUAD   -  SMITHS CREEK (1991)
 AB3072
 AB3072                         *CURRENT SURVEY CONTROL
 AB3072  ___________________________________________________________________
 AB3072* NAD 83(1994)-  42 54 27.78090(N)    082 30 18.91885(W)     ADJUSTED  
 AB3072* NAVD 88     -       199.64   (meters)     655.0    (feet)  LEVELING  
 AB3072  ___________________________________________________________________
 AB3072  X           -     610,314.350 (meters)                     COMP
 AB3072  Y           -  -4,639,085.726 (meters)                     COMP
 AB3072  Z           -   4,320,110.547 (meters)                     COMP
 AB3072  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 AB3072  ELLIP HEIGHT-         164.77  (meters)          (07/12/02) GPS OBS
 AB3072  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AB3072
 AB3072  HORZ ORDER  -  FIRST
 AB3072  VERT ORDER  -  THIRD ?
 AB3072  ELLP ORDER  -  FOURTH    CLASS I
 AB3072
 AB3072.The horizontal coordinates were established by GPS observations
 AB3072.and adjusted by the National Geodetic Survey in February 1997..
 AB3072
 AB3072.The orthometric height was determined by differential leveling.
 AB3072.The vertical network tie was performed by a horz. field party for horz.
 AB3072.obs reductions. Reset procedures were used to establish the elevation.
 AB3072
 AB3072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3072
 AB3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3072
 AB3072.The ellipsoidal height was determined by GPS observations
 AB3072.and is referenced to NAD 83.
 AB3072
 AB3072.The geoid height was determined by GEOID03.
 AB3072
 AB3072;                    North         East     Units Scale Factor Converg.
 AB3072;SPC MI S     -   158,045.748 4,151,981.715   MT  0.99990696   +1 16 00.3
 AB3072;SPC MI S     -   518,522.80 13,621,987.25   iFT  0.99990696   +1 16 00.3
 AB3072;UTM  17      - 4,751,666.022   377,124.616   MT  0.99978574   -1 01 29.8
 AB3072
 AB3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3072!SPC MI S     -   0.99997416  x   0.99990696  =   0.99988112
 AB3072!UTM  17      -   0.99997416  x   0.99978574  =   0.99975991
 AB3072
 AB3072                          SUPERSEDED SURVEY CONTROL
 AB3072
 AB3072  ELLIP H (02/03/97)  164.76   (m)                       GP(       ) 4 1
 AB3072  NAD 83(1994)-  42 54 27.78092(N)    082 30 18.91871(W) AD(       ) 1
 AB3072  ELLIP H (05/02/96)  164.76   (m)                       GP(       ) 1 1
 AB3072
 AB3072.Superseded values are not recommended for survey control.
 AB3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3072.See file dsdata.txt to determine how the superseded data were derived.
 AB3072
 AB3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7712551666(NAD 83)
 AB3072_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3072_STAMPING: 77200 1994
 AB3072_MARK LOGO: MIDT  
 AB3072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3072+STABILITY: SURFACE MOTION
 AB3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3072+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3072
 AB3072  HISTORY     - Date     Condition        Report By
 AB3072  HISTORY     - 1994     MONUMENTED       MIDT
 AB3072  HISTORY     - 19990703 GOOD             USPSQD
 AB3072
 AB3072                          STATION DESCRIPTION
 AB3072
 AB3072'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3072'STATION IS LOCATED IN QUAD 420824 ON THE SMITHS CREEK QUADRANGLE MAP.
 AB3072'IT IS IN THE SOUTHEAST 1/4 OF SECTION 36, T-6-N, R-16-E, KIMBALL
 AB3072'TOWNSHIP.  ABOUT 6.0 MI (9.7 KM) NORTH OF ST CLAIR, 5.0 MI (8.0 KM)
 AB3072'SOUTHWEST OF PORT HURON, AND ON HIGHWAY RIGHT-OF-WAY.  STATION IS AT
 AB3072'MARYSVILLE, BETWEEN THE EAST AND WEST BOUND LANES OF INTERSTATE
 AB3072'HIGHWAY 94 (ACTUALLY RUNNING NORTH AND SOUTH AT THIS LOCATION) AT
 AB3072'STATE HIGHWAY M-25 INTERCHANGE, NORTH OF THE NORTH BRIDGE RETAINING
 AB3072'WALL AS DESCRIBED.  STATION IS 44.7 FT (13.6 M) NORTHEAST FROM THE
 AB3072'SOUTHWESTERLY END GUARD RAIL POST AT RETAINING WALL, 24.0 FT (7.3 M)
 AB3072'WEST FROM THE WESTERLY EDGE INTERSTATE HIGHWAY 94 EASTBOUND, 19.2 FT
 AB3072'(5.9 M) NORTHWEST FROM THE NORTHWEST CORNER POST OF BRIDGE RAILING
 AB3072'(PARAPET POST) FOR INTERSTATE HIGHWAY 94 EASTBOUND, 17.0 FT (5.2 M)
 AB3072'NORTH FROM THE NORTHERLY FACE OF RETAINING WALL BETWEEN BRIDGES OF
 AB3072'INTERSTATE HIGHWAY 94 EASTBOUND AND WESTBOUND LANES AND 3.0 FT (0.9 M)
 AB3072'NORTH FROM A CARSONITE WITNESS POST.
 AB3072
 AB3072                          STATION RECOVERY (1999)
 AB3072
 AB3072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3073 ***********************************************************************
 AB3073  DESIGNATION -  77201
 AB3073  PID         -  AB3073
 AB3073  STATE/COUNTY-  MI/ST CLAIR
 AB3073  USGS QUAD   -  SMITHS CREEK (1991)
 AB3073
 AB3073                         *CURRENT SURVEY CONTROL
 AB3073  ___________________________________________________________________
 AB3073* NAD 83(1994)-  42 55 15.44452(N)    082 30 20.64137(W)     ADJUSTED  
 AB3073* NAVD 88     -       194.41   (meters)     637.8    (feet)  LEVELING  
 AB3073  ___________________________________________________________________
 AB3073  X           -     610,144.483 (meters)                     COMP
 AB3073  Y           -  -4,638,094.050 (meters)                     COMP
 AB3073  Z           -   4,321,184.205 (meters)                     COMP
 AB3073  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AB3073  ELLIP HEIGHT-         159.53  (meters)          (07/12/02) GPS OBS
 AB3073  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AB3073
 AB3073  HORZ ORDER  -  FIRST
 AB3073  VERT ORDER  -  THIRD ?
 AB3073  ELLP ORDER  -  FOURTH    CLASS I
 AB3073
 AB3073.The horizontal coordinates were established by GPS observations
 AB3073.and adjusted by the National Geodetic Survey in February 1997..
 AB3073
 AB3073.The orthometric height was determined by differential leveling.
 AB3073.The vertical network tie was performed by a horz. field party for horz.
 AB3073.obs reductions. Reset procedures were used to establish the elevation.
 AB3073
 AB3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3073
 AB3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3073
 AB3073.The ellipsoidal height was determined by GPS observations
 AB3073.and is referenced to NAD 83.
 AB3073
 AB3073.The geoid height was determined by GEOID03.
 AB3073
 AB3073;                    North         East     Units Scale Factor Converg.
 AB3073;SPC MI S     -   159,515.222 4,151,910.150   MT  0.99990707   +1 15 59.1
 AB3073;SPC MI S     -   523,343.90 13,621,752.46   iFT  0.99990707   +1 15 59.1
 AB3073;UTM  17      - 4,753,137.004   377,111.873   MT  0.99978578   -1 01 31.9
 AB3073
 AB3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3073!SPC MI S     -   0.99997498  x   0.99990707  =   0.99988205
 AB3073!UTM  17      -   0.99997498  x   0.99978578  =   0.99976077
 AB3073
 AB3073                          SUPERSEDED SURVEY CONTROL
 AB3073
 AB3073  NAD 83(1994)-  42 55 15.44454(N)    082 30 20.64123(W) AD(       ) 1
 AB3073  ELLIP H (05/02/96)  159.53   (m)                       GP(       ) 1 1
 AB3073
 AB3073.Superseded values are not recommended for survey control.
 AB3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3073.See file dsdata.txt to determine how the superseded data were derived.
 AB3073
 AB3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7711253137(NAD 83)
 AB3073_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3073_STAMPING: 77201 1994
 AB3073_MARK LOGO: MIDT  
 AB3073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3073+STABILITY: SURFACE MOTION
 AB3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3073+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3073
 AB3073  HISTORY     - Date     Condition        Report By
 AB3073  HISTORY     - 1994     MONUMENTED       MIDT
 AB3073  HISTORY     - 19990216 POOR             LOCENG
 AB3073  HISTORY     - 19990703 GOOD             USPSQD
 AB3073
 AB3073                          STATION DESCRIPTION
 AB3073
 AB3073'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3073'STATION IS LOCATED IN QUAD 420824 ON THE SMITHS CREEK QUADRANGLE MAP.
 AB3073'IT IS IN THE SOUTHEAST 1/4 OF SECTION 25, T-6-N, R-16-E, KIMBALL
 AB3073'TOWNSHIP.  ABOUT 7.0 MI (11.3 KM) NORTH OF ST CLAIR, 5.0 MI (8.0 KM)
 AB3073'SOUTHWEST OF PORT HURON, AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH FROM
 AB3073'THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY M-25
 AB3073'(GRATIOT ROAD) , GO NORTH ALONG INTERSTATE HIGHWAY 94 EASTBOUND FOR
 AB3073'1.0 MI (1.6 KM) JUST BEYOND THE SMITHS CREEK ROAD OVERPASS TO THE
 AB3073'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 25.7 FT (7.8 M)
 AB3073'NORTHEAST FROM INTERSECTION OF CONCRETE JOINT AND BITUMINOUS SHOULDER
 AB3073'INTERSTATE HIGHWAY 94 EASTBOUND ROADWAY, 22.9 FT (7.0 M) SOUTHEAST
 AB3073'FROM INTERSECTION OF ANOTHER CONCRETE JOINT AND BITUMINOUS SHOULDER
 AB3073'INTERSTATE HIGHWAY 94 EASTBOUND ROADWAY, 19.5 EAST FROM THE EASTERLY
 AB3073'EDGE CONCRETE PAVEMENT INTERSTATE HIGHWAY 94 EASTBOUND, 13.0 FT (4.0
 AB3073'M) SOUTH FROM THE CENTER OF A 15-INCH CULVERT, AND 3.0 FT (0.9 M)
 AB3073'NORTH FROM A CARSONITE WITNESS POST.
 AB3073
 AB3073                          STATION RECOVERY (1999)
 AB3073
 AB3073'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1999 (JDL)
 AB3073'MONUMENT IS LEANING TO THE NORTHWEST BUT SEEMS TO BE FAIRLY STABLE.
 AB3073'OUR GPS OBSERVATIONS (TWICE OVER A TWO YEAR PERIOD) INDICATE MONUMENT
 AB3073'IS NOW ABOUT 14 CM NORTH AND 8 CM WEST OF THE PUBLISHED NAD83(94)
 AB3073'POSITION. ELEVATION APPEARS TO BE WITHIN A FEW CM OF THE PUBLISHED
 AB3073'3RD-ORDER NAVD88 VALUE.
 AB3073
 AB3073                          STATION RECOVERY (1999)
 AB3073
 AB3073'RECOVERY NOTE BY US POWER SQUADRON 1999
 AB3073'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3074 ***********************************************************************
 AB3074  DESIGNATION -  77202
 AB3074  PID         -  AB3074
 AB3074  STATE/COUNTY-  MI/ST CLAIR
 AB3074  USGS QUAD   -  PORT HURON (1991)
 AB3074
 AB3074                         *CURRENT SURVEY CONTROL
 AB3074  ___________________________________________________________________
 AB3074* NAD 83(1994)-  42 55 41.30738(N)    082 27 37.75047(W)     ADJUSTED  
 AB3074* NAVD 88     -       182.54   (meters)     598.9    (feet)  LEVELING  
 AB3074  ___________________________________________________________________
 AB3074  X           -     613,734.617 (meters)                     COMP
 AB3074  Y           -  -4,637,063.302 (meters)                     COMP
 AB3074  Z           -   4,321,760.541 (meters)                     COMP
 AB3074  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 AB3074  ELLIP HEIGHT-         147.66  (meters)          (07/12/02) GPS OBS
 AB3074  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AB3074
 AB3074  HORZ ORDER  -  FIRST
 AB3074  VERT ORDER  -  THIRD ?
 AB3074  ELLP ORDER  -  FOURTH    CLASS I
 AB3074
 AB3074.The horizontal coordinates were established by GPS observations
 AB3074.and adjusted by the National Geodetic Survey in February 1997..
 AB3074
 AB3074.The orthometric height was determined by differential leveling.
 AB3074.The vertical network tie was performed by a horz. field party for horz.
 AB3074.obs reductions. Reset procedures were used to establish the elevation.
 AB3074
 AB3074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3074
 AB3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3074
 AB3074.The ellipsoidal height was determined by GPS observations
 AB3074.and is referenced to NAD 83.
 AB3074
 AB3074.The geoid height was determined by GEOID03.
 AB3074
 AB3074;                    North         East     Units Scale Factor Converg.
 AB3074;SPC MI S     -   160,395.670 4,155,585.064   MT  0.99990716   +1 17 50.0
 AB3074;SPC MI S     -   526,232.51 13,633,809.27   iFT  0.99990716   +1 17 50.0
 AB3074;UTM  17      - 4,753,869.688   380,818.588   MT  0.99977474   -0 59 41.4
 AB3074
 AB3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3074!SPC MI S     -   0.99997684  x   0.99990716  =   0.99988401
 AB3074!UTM  17      -   0.99997684  x   0.99977474  =   0.99975159
 AB3074
 AB3074                          SUPERSEDED SURVEY CONTROL
 AB3074
 AB3074  ELLIP H (02/03/97)  147.65   (m)                       GP(       ) 4 1
 AB3074  NAD 83(1994)-  42 55 41.30740(N)    082 27 37.75035(W) AD(       ) 1
 AB3074  ELLIP H (05/02/96)  147.65   (m)                       GP(       ) 1 1
 AB3074
 AB3074.Superseded values are not recommended for survey control.
 AB3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3074.See file dsdata.txt to determine how the superseded data were derived.
 AB3074
 AB3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8081953870(NAD 83)
 AB3074_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3074_STAMPING: 77202 1994
 AB3074_MARK LOGO: MIDT  
 AB3074_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3074+STABILITY: SURFACE MOTION
 AB3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3074+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3074
 AB3074  HISTORY     - Date     Condition        Report By
 AB3074  HISTORY     - 1994     MONUMENTED       MIDT
 AB3074
 AB3074                          STATION DESCRIPTION
 AB3074
 AB3074'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3074'STATION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP. IT
 AB3074'IS IN THE SOUTHEAST 1/4 OF SECTION 29, T-6-N, R-17-E, PORT HURON
 AB3074'TOWNSHIP, NEAR THE NORTHERN CITY LIMITS OF MARYSVILLE.  ABOUT 3.5 MI
 AB3074'(5.6 KM) SOUTHWEST OF PORT HURON, AND ON HIGHWAY RIGHT-OF-WAY AT A
 AB3074'RAILROAD CROSSING.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS
 AB3074'M-29 AND M-25 WITH BUSINESS INTERSTATE HIGHWAY 94 IN MARYSVILLE, GO
 AB3074'NORTH ALONG BUSINESS INTERSTATE HIGHWAY 94 AND HIGHWAY M-25 FOR 0.1 MI
 AB3074'(0.2 KM) TO STATION ON THE LEFT IN THE MEDIAN OF THE ROADWAY, JUST
 AB3074'NORTH OF THE RAILROAD CROSSING.  STATION IS 35.3 FT (10.8 M) WEST FROM
 AB3074'BACK OF CURB OF BUSINESS INTERSTATE HIGHWAY 94 EASTBOUND, 25.5 FT (7.8
 AB3074'M) EAST FROM THE EASTERLY RAIL OF THE PORT HURON AND DETROIT RAILROAD,
 AB3074'22.9 FT (7.0 M) NORTHWEST FROM THE WESTERLY EDGE OF A CONCRETE
 AB3074'SIDEWALK, 22.8 FT (6.9 M) SOUTHEAST FROM CENTER OF A DETROIT EDISON
 AB3074'MANHOLE, AND 3.0 FT (0.9 M) NORTHEAST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3075 ***********************************************************************
 AB3075  DESIGNATION -  77203
 AB3075  PID         -  AB3075
 AB3075  STATE/COUNTY-  MI/ST CLAIR
 AB3075  USGS QUAD   -  PORT HURON (1991)
 AB3075
 AB3075                         *CURRENT SURVEY CONTROL
 AB3075  ___________________________________________________________________
 AB3075* NAD 83(1994)-  42 56 30.77182(N)    082 27 40.94270(W)     ADJUSTED  
 AB3075* NAVD 88     -       185.82   (meters)     609.6    (feet)  LEVELING  
 AB3075  ___________________________________________________________________
 AB3075  X           -     613,526.757 (meters)                     COMP
 AB3075  Y           -  -4,636,044.415 (meters)                     COMP
 AB3075  Z           -   4,322,880.341 (meters)                     COMP
 AB3075  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AB3075  ELLIP HEIGHT-         150.96  (meters)          (07/12/02) GPS OBS
 AB3075  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AB3075
 AB3075  HORZ ORDER  -  FIRST
 AB3075  VERT ORDER  -  THIRD ?
 AB3075  ELLP ORDER  -  FOURTH    CLASS I
 AB3075
 AB3075.The horizontal coordinates were established by GPS observations
 AB3075.and adjusted by the National Geodetic Survey in February 1997..
 AB3075
 AB3075.The orthometric height was determined by differential leveling.
 AB3075.The vertical network tie was performed by a horz. field party for horz.
 AB3075.obs reductions. Reset procedures were used to establish the elevation.
 AB3075
 AB3075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3075
 AB3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3075
 AB3075.The ellipsoidal height was determined by GPS observations
 AB3075.and is referenced to NAD 83.
 AB3075
 AB3075.The geoid height was determined by GEOID03.
 AB3075
 AB3075;                    North         East     Units Scale Factor Converg.
 AB3075;SPC MI S     -   161,919.910 4,155,478.164   MT  0.99990737   +1 17 47.8
 AB3075;SPC MI S     -   531,233.30 13,633,458.54   iFT  0.99990737   +1 17 47.8
 AB3075;UTM  17      - 4,755,396.781   380,772.741   MT  0.99977488   -0 59 44.5
 AB3075
 AB3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3075!SPC MI S     -   0.99997633  x   0.99990737  =   0.99988370
 AB3075!UTM  17      -   0.99997633  x   0.99977488  =   0.99975121
 AB3075
 AB3075                          SUPERSEDED SURVEY CONTROL
 AB3075
 AB3075  ELLIP H (02/03/97)  150.95   (m)                       GP(       ) 4 1
 AB3075  NAD 83(1994)-  42 56 30.77184(N)    082 27 40.94257(W) AD(       ) 1
 AB3075  ELLIP H (05/02/96)  150.95   (m)                       GP(       ) 1 1
 AB3075
 AB3075.Superseded values are not recommended for survey control.
 AB3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3075.See file dsdata.txt to determine how the superseded data were derived.
 AB3075
 AB3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8077355397(NAD 83)
 AB3075_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3075_STAMPING: 77302 1994
 AB3075_MARK LOGO: MIDT  
 AB3075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3075+STABILITY: SURFACE MOTION
 AB3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3075+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3075
 AB3075  HISTORY     - Date     Condition        Report By
 AB3075  HISTORY     - 1994     MONUMENTED       MIDT
 AB3075
 AB3075                          STATION DESCRIPTION
 AB3075
 AB3075'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (TGM)
 AB3075'STATION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP. IT
 AB3075'IS IN THE SOUTHEAST 1/4 OF SECTION 20, T-6-N, R-17-E, PORT HURON
 AB3075'TOWNSHIP, IN THE VILLAGE OF SOUTH PARK.  ABOUT 2.0 MI (3.2 KM)
 AB3075'SOUTHWEST OF PORT HURON, 1.5 MI (2.4 KM) NORTHEAST OF MARYSVILLE, AND
 AB3075'WITHIN THE RIGHT-OF-WAY OF 32ND STREET.  TO REACH FROM THE
 AB3075'INTERSECTION OF STATE HIGHWAYS M-29 AND M-25 WITH BUSINESS INTERSTATE
 AB3075'HIGHWAY 94 AT MARYSVILLE, GO NORTH ALONG BUSINESS INTERSTATE HIGHWAY
 AB3075'94 AND HIGHWAY M-25 FOR 0.85 MI (1.37 KM) TO A ROAD ON LEFT,
 AB3075'RAVENSWOOD ROAD.  TURN LEFT AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AB3075'T-INTERSECTION ON THE RIGHT, 32ND STREET JUST BEFORE HIGH TENSION
 AB3075'POWER LINES AND IMMEDIATELY AFTER RAILROAD CROSSING.  TURN RIGHT AND
 AB3075'GO NORTH ALONG 32ND STREET FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 AB3075'LEFT.  STATION IS 61.6 FT (18.8 M) NORTHEAST FROM A 20-INCH OAK, 53.5
 AB3075'FT (16.3 M) NORTH FROM A UTILITY POLE, 34.9 FT (10.6 M) EAST FROM THE
 AB3075'EAST RAIL OF THE PORT HURON AND DETROIT RAILROAD, 32.3 FT (9.8 M)
 AB3075'SOUTH FROM A UTILITY POLE, AND 3.0 FT (0.9 M) NORTH FROM A CARSONITE
 AB3075'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0779 ***********************************************************************
 NE0779  DESIGNATION -  777
 NE0779  PID         -  NE0779
 NE0779  STATE/COUNTY-  MI/GENESEE
 NE0779  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0779
 NE0779                         *CURRENT SURVEY CONTROL
 NE0779  ___________________________________________________________________
 NE0779* NAD 83(1986)-  42 57 07.     (N)    083 49 54.     (W)     SCALED    
 NE0779* NAVD 88     -       236.249  (meters)     775.09   (feet)  ADJUSTED  
 NE0779  ___________________________________________________________________
 NE0779  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NE0779  DYNAMIC HT  -         236.188 (meters)     774.89  (feet)  COMP
 NE0779  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 NE0779
 NE0779  VERT ORDER  -  SECOND    CLASS 0
 NE0779
 NE0779.The horizontal coordinates were scaled from a topographic map and have
 NE0779.an estimated accuracy of +/- 6 seconds.
 NE0779
 NE0779.The orthometric height was determined by differential leveling
 NE0779.and adjusted by the National Geodetic Survey in June 1991..
 NE0779
 NE0779.The geoid height was determined by GEOID03.
 NE0779
 NE0779.The dynamic height is computed by dividing the NAVD 88
 NE0779.geopotential number by the normal gravity value computed on the
 NE0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0779.degrees latitude (g = 980.6199 gals.).
 NE0779
 NE0779.The modeled gravity was interpolated from observed gravity values.
 NE0779
 NE0779;                    North         East    Units  Estimated Accuracy
 NE0779;SPC MI S     -   161,420.    4,043,650.      MT  (+/- 180 meters Scaled)
 NE0779
 NE0779                          SUPERSEDED SURVEY CONTROL
 NE0779
 NE0779  NGVD 29 (??/??/92)  236.388  (m)          775.55   (f) ADJ UNCH    2 0
 NE0779
 NE0779.Superseded values are not recommended for survey control.
 NE0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0779.See file dsdata.txt to determine how the superseded data were derived.
 NE0779
 NE0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH690593(NAD 83)
 NE0779_MARKER: P = PIPE CAP
 NE0779_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0779_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0779_STAMPING: 777 MICHIGAN 1919
 NE0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0779
 NE0779  HISTORY     - Date     Condition        Report By
 NE0779  HISTORY     - 1919     MONUMENTED       USGS
 NE0779  HISTORY     - 1934     GOOD             NGS
 NE0779  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0779
 NE0779                          STATION DESCRIPTION
 NE0779
 NE0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0779'AT SWARTZ CREEK.
 NE0779'AT SWARTZ CREEK, GENESEE COUNTY, 78 YARDS EAST OF THE GRAND
 NE0779'TRUNK WESTERN RAILWAY STATION, 40 YARDS NORTH OF THE NORTHWEST
 NE0779'CORNER OF THE W.D. JOHNSON LUMBER CO., AT A CONCRETE ROAD
 NE0779'CROSSING, 30 YARDS NORTH OF THE INTERSECTION OF THE CENTERLINE
 NE0779'OF THE ROAD WITH THE NORTH RAIL, 46.3 FEET SOUTHWEST OF THE
 NE0779'SOUTHWEST CORNER OF THE ANDREW KULMOKE HOUSE, AND 22 YARDS
 NE0779'NORTH OF THE NORTH RAIL OF THE NORTH TRACK.  A UNITED STATES
 NE0779'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 777 MICHIGAN 1919 AND
 NE0779'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
 NE0779
 NE0779                          STATION RECOVERY (2005)
 NE0779
 NE0779'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0779'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0225 ***********************************************************************
 RJ0225  DESIGNATION -  78
 RJ0225  PID         -  RJ0225
 RJ0225  STATE/COUNTY-  MI/CHIPPEWA
 RJ0225  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0225
 RJ0225                         *CURRENT SURVEY CONTROL
 RJ0225  ___________________________________________________________________
 RJ0225* NAD 83(1986)-  46 27 42.     (N)    084 13 05.     (W)     SCALED    
 RJ0225* NAVD 88     -       230.177  (meters)     755.17   (feet)  ADJUSTED  
 RJ0225  ___________________________________________________________________
 RJ0225  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0225  DYNAMIC HT  -         230.190 (meters)     755.22  (feet)  COMP
 RJ0225  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0225
 RJ0225  VERT ORDER  -  FIRST     CLASS I
 RJ0225
 RJ0225.The horizontal coordinates were scaled from a topographic map and have
 RJ0225.an estimated accuracy of +/- 6 seconds.
 RJ0225
 RJ0225.The orthometric height was determined by differential leveling
 RJ0225.and adjusted by the National Geodetic Survey in June 1991..
 RJ0225
 RJ0225.The geoid height was determined by GEOID03.
 RJ0225
 RJ0225.The dynamic height is computed by dividing the NAVD 88
 RJ0225.geopotential number by the normal gravity value computed on the
 RJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0225.degrees latitude (g = 980.6199 gals.).
 RJ0225
 RJ0225.The modeled gravity was interpolated from observed gravity values.
 RJ0225
 RJ0225;                    North         East    Units  Estimated Accuracy
 RJ0225;SPC MI N     -   190,290.    8,213,640.      MT  (+/- 180 meters Scaled)
 RJ0225
 RJ0225                          SUPERSEDED SURVEY CONTROL
 RJ0225
 RJ0225  NGVD 29 (??/??/92)  230.167  (m)          755.14   (f) ADJ UNCH    1 1
 RJ0225
 RJ0225.Superseded values are not recommended for survey control.
 RJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0225.See file dsdata.txt to determine how the superseded data were derived.
 RJ0225
 RJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS136491(NAD 83)
 RJ0225_MARKER: B = BOLT
 RJ0225_SETTING: 80 = SET IN A BOULDER
 RJ0225_SP_SET: BOULDER
 RJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0225+STABILITY: SURFACE MOTION
 RJ0225
 RJ0225  HISTORY     - Date     Condition        Report By
 RJ0225  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0225  HISTORY     - 1969     GOOD             USLS
 RJ0225  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0225
 RJ0225                          STATION DESCRIPTION
 RJ0225
 RJ0225'DESCRIBED BY US LAKE SURVEY 1969
 RJ0225'AT SUGAR ISLAND.
 RJ0225'78 IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0225'DOCK PROCEED 4.9 MILES EAST ON PAVED ROAD, TURN RIGHT, GO
 RJ0225'1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE TO SOUTHWEST CORNER
 RJ0225'OF INTERSECTION OF ROADS, 83.3 FEET SOUTH SOUTHEAST OF UTILITY
 RJ0225'POLE NO. USCG-134, 79.1 FEET WEST OF UTILITY POLE NO. USCG-135,
 RJ0225'9.3 FEET SOUTH OF UTILITY POLE NO. SU I-27-78, FLUSH WITH THE
 RJ0225'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER
 RJ0225'BOLT SET INTO A BOULDER.
 RJ0225
 RJ0225                          STATION RECOVERY (1983)
 RJ0225
 RJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0225'NOT RECOVERED.  POSSIBLY TAKEN OUT BY SNOW GRADER OR COVERED OVER BY
 RJ0225'HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1303 ***********************************************************************
 RJ1303  DESIGNATION -  78 1/2 C5W 177
 RJ1303  PID         -  RJ1303
 RJ1303  STATE/COUNTY-  MI/CHIPPEWA
 RJ1303  USGS QUAD   -  OAK RIDGE (1976)
 RJ1303
 RJ1303                         *CURRENT SURVEY CONTROL
 RJ1303  ___________________________________________________________________
 RJ1303* NAD 83(1994)-  46 18 15.27163(N)    084 13 18.30809(W)     ADJUSTED  
 RJ1303* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1303  ___________________________________________________________________
 RJ1303  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 RJ1303  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ1303
 RJ1303  HORZ ORDER  -  SECOND
 RJ1303
 RJ1303.The horizontal coordinates were established by classical geodetic methods
 RJ1303.and adjusted by the National Geodetic Survey in February 1997..
 RJ1303
 RJ1303.The orthometric height was scaled from a topographic map.
 RJ1303
 RJ1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1303
 RJ1303.The geoid height was determined by GEOID03.
 RJ1303
 RJ1303;                    North         East     Units Scale Factor Converg.
 RJ1303;SPC MI N     -   172,789.845 8,213,965.041   MT  0.99990289   +2 00 29.1
 RJ1303;SPC MI N     -   566,895.82 26,948,704.20   iFT  0.99990289   +2 00 29.1
 RJ1303;UTM  16      - 5,131,603.476   713,940.307   MT  1.00016267   +2 00 34.1
 RJ1303
 RJ1303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1303!SPC MI N     -   0.99997673  x   0.99990289  =   0.99987962
 RJ1303!UTM  16      -   0.99997673  x   1.00016267  =   1.00013940
 RJ1303
 RJ1303                          SUPERSEDED SURVEY CONTROL
 RJ1303
 RJ1303  NAD 83(1986)-  46 18 15.26313(N)    084 13 18.30465(W) AD(       ) 2
 RJ1303
 RJ1303.Superseded values are not recommended for survey control.
 RJ1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1303.See file dsdata.txt to determine how the superseded data were derived.
 RJ1303
 RJ1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1394031603(NAD 83)
 RJ1303_MARKER: DS = TRIANGULATION STATION DISK
 RJ1303_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1303+WITH SETTING: INFORMATION.
 RJ1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1303
 RJ1303  HISTORY     - Date     Condition        Report By
 RJ1303  HISTORY     - 1988     MONUMENTED       USE
 RJ1303
 RJ1303                          STATION DESCRIPTION
 RJ1303
 RJ1303'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1303'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) SOUTHEAST OF SAULT
 RJ1303'MARIE, 30.4 KM (18.9 MI) EAST-NORTHEAST OF RUDYARD, 42.5 KM (26.4 MI)
 RJ1303'NORTH-NORTHWEST OF DETOUR VILLAGE,
 RJ1303'ON WEST SIDE OF WEST NEEBISH CHANNEL IN SOUTH 1/2 OF LOT 4,
 RJ1303'CHARLOTTE BEACH SUBDIVISION, SEC 7 T45N-R2E.
 RJ1303'OWNERSHIP---MARIE E. DRAKE
 RJ1303'
 RJ1303'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1303'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1303'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1303'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1303'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RJ1303'DOWNRIVER FOR 5 MINUTES
 RJ1303'TO THE WEST SIDE OF THE RIVER WHERE STATION
 RJ1303'IS LOCATED.
 RJ1303'
 RJ1303'THE STATION IS A STANDARD COE DISK
 RJ1303'THAT IS STAMPED---C5W-177 1988---, SET INTO
 RJ1303'A PVC SLEEVE SET IN CONCRETE
 RJ1303'AND ATTACHED TO AN ALUMINUM ROD, LOCATED 26.3 METERS (86.3 MI)
 RJ1303'NORTHEAST OF PROPERTY CORNER AND 5.2 METERS (17 FT) FROM WATER.
 RJ1303'
 RJ1303'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6783 ***********************************************************************
 AA6783  DESIGNATION -  78 120
 AA6783  PID         -  AA6783
 AA6783  STATE/COUNTY-  MI/WAYNE
 AA6783  USGS QUAD   -  WAYNE (1980)
 AA6783
 AA6783                         *CURRENT SURVEY CONTROL
 AA6783  ___________________________________________________________________
 AA6783* NAD 83(1994)-  42 16 00.27334(N)    083 23 20.95705(W)     ADJUSTED  
 AA6783* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 AA6783  ___________________________________________________________________
 AA6783  X           -     544,225.230 (meters)                     COMP
 AA6783  Y           -  -4,695,816.101 (meters)                     COMP
 AA6783  Z           -   4,267,689.852 (meters)                     COMP
 AA6783  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AA6783  ELLIP HEIGHT-         169.28  (meters)          (07/12/02) GPS OBS
 AA6783  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AA6783
 AA6783  HORZ ORDER  -  FIRST
 AA6783  ELLP ORDER  -  FOURTH    CLASS I
 AA6783
 AA6783.The horizontal coordinates were established by GPS observations
 AA6783.and adjusted by the National Geodetic Survey in February 1997..
 AA6783
 AA6783.The orthometric height was determined by GPS observations and a
 AA6783.high-resolution geoid model.
 AA6783
 AA6783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6783
 AA6783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6783
 AA6783.The ellipsoidal height was determined by GPS observations
 AA6783.and is referenced to NAD 83.
 AA6783
 AA6783.The geoid height was determined by GEOID03.
 AA6783
 AA6783;                    North         East     Units Scale Factor Converg.
 AA6783;SPC MI S     -    85,636.631 4,080,643.837   MT  0.99996469   +0 39 54.8
 AA6783;SPC MI S     -   280,960.08 13,387,939.10   iFT  0.99996469   +0 39 54.8
 AA6783;UTM  17      - 4,682,156.972   302,958.843   MT  1.00007773   -1 36 26.7
 AA6783
 AA6783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6783!SPC MI S     -   0.99997345  x   0.99996469  =   0.99993814
 AA6783!UTM  17      -   0.99997345  x   1.00007773  =   1.00005118
 AA6783
 AA6783                          SUPERSEDED SURVEY CONTROL
 AA6783
 AA6783  ELLIP H (02/03/97)  169.32   (m)                       GP(       ) 4 1
 AA6783  NAD 83(1986)-  42 16 00.27980(N)    083 23 20.98513(W) AD(       ) 1
 AA6783
 AA6783.Superseded values are not recommended for survey control.
 AA6783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6783.See file dsdata.txt to determine how the superseded data were derived.
 AA6783
 AA6783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0295982157(NAD 83)
 AA6783_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6783_STAMPING: 78-120 1960
 AA6783_MARK LOGO: MI-163
 AA6783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6783+STABILITY: SURFACE MOTION
 AA6783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6783+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 AA6783
 AA6783  HISTORY     - Date     Condition        Report By
 AA6783  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6783  HISTORY     - 20040301 GOOD             INDIV
 AA6783
 AA6783                          STATION DESCRIPTION
 AA6783
 AA6783'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6783'STATION IS LOCATED APPROXIMATELY 3 MILESNORTH AND 2.5 MILESWEST OF
 AA6783'DETROIT METRO AIRPORT ON VAN BORN ROAD AT WAYNE ROAD. TO REACH FROM
 AA6783'THE INTERSECTION OF INTERSTATE I-94 AND WAYNE ROAD (EXIT 196) PROCEED
 AA6783'NORTH ON WAYNE ROAD 2.7 MILESTO VAN BORN ROAD AND THE STATION IN THE
 AA6783'NORTHWEST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP
 AA6783'SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST
 AA6783'IRON MONUMENT BOX WITH THE RIM FLUSH WITH THE TOP OF CONCRETE OF THE
 AA6783'SIDEWALK. CENTERLINE OF VAN BORN IS S 0 W, 58 FEET, THE MONUMENT IS
 AA6783'SET IN THE CENTER OF THE INTERSECTION OF THE SIDEWALKS.  THE SECTION
 AA6783'CORNER MONUMENT BOX IS SOUTHEAST 48.0 FEET.
 AA6783
 AA6783                          STATION RECOVERY (2004)
 AA6783
 AA6783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 AA6783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0564 ***********************************************************************
 QK0564  DESIGNATION -  78 S
 QK0564  PID         -  QK0564
 QK0564  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0564  USGS QUAD   -  ONAWAY (1986)
 QK0564
 QK0564                         *CURRENT SURVEY CONTROL
 QK0564  ___________________________________________________________________
 QK0564* NAD 83(1994)-  45 37 16.57075(N)    084 11 46.21252(W)     ADJUSTED  
 QK0564* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0564  ___________________________________________________________________
 QK0564  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 QK0564  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QK0564
 QK0564  HORZ ORDER  -  SECOND
 QK0564
 QK0564.The horizontal coordinates were established by classical geodetic methods
 QK0564.and adjusted by the National Geodetic Survey in February 1997..
 QK0564
 QK0564.The orthometric height was scaled from a topographic map.
 QK0564
 QK0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0564
 QK0564.The geoid height was determined by GEOID03.
 QK0564
 QK0564;                    North         East     Units Scale Factor Converg.
 QK0564;SPC MI C     -   256,108.131 6,013,296.802   MT  0.99998274   +0 07 13.6
 QK0564;SPC MI C     -   840,249.77 19,728,664.05   iFT  0.99998274   +0 07 13.6
 QK0564;UTM  16      - 5,055,793.450   718,581.732   MT  1.00018744   +2 00 17.2
 QK0564
 QK0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0564!SPC MI C     -   0.99997782  x   0.99998274  =   0.99996056
 QK0564!UTM  16      -   0.99997782  x   1.00018744  =   1.00016525
 QK0564
 QK0564:                Primary Azimuth Mark                     Grid Az
 QK0564:SPC MI C     -  H 31 MI 79                               139 56 13.1
 QK0564:UTM  16      -  H 31 MI 79                               138 03 09.5
 QK0564
 QK0564|---------------------------------------------------------------------|
 QK0564| PID    Reference Object                     Distance      Geod. Az  |
 QK0564|                                                           dddmmss.s |
 QK0564| QK0569 H 31 MI 79                          APPROX. 4.6 KM 1400326.7 |
 QK0564|---------------------------------------------------------------------|
 QK0564
 QK0564                          SUPERSEDED SURVEY CONTROL
 QK0564
 QK0564  NAD 83(1986)-  45 37 16.56205(N)    084 11 46.21268(W) AD(       ) 2
 QK0564  NAD 27      -  45 37 16.55400(N)    084 11 46.19700(W) AD(       ) 2
 QK0564
 QK0564.Superseded values are not recommended for survey control.
 QK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0564.See file dsdata.txt to determine how the superseded data were derived.
 QK0564
 QK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1858255793(NAD 83)
 QK0564_MARKER: Z = SEE DESCRIPTION
 QK0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0564
 QK0564  HISTORY     - Date     Condition        Report By
 QK0564  HISTORY     - 1909     MONUMENTED       USLS
 QK0564  HISTORY     - 1940     SEE DESCRIPTION  USLS
 QK0564  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0564  HISTORY     - 1977     GOOD             NGS
 QK0564  HISTORY     - 1979     GOOD             NOS
 QK0564
 QK0564                          STATION DESCRIPTION
 QK0564
 QK0564'DESCRIBED BY US LAKE SURVEY 1909
 QK0564'ON SHORE OF LAKE HURON, ABOUT 1-1/2 MILES SOUTHEASTERLY OF NINE MILE
 QK0564'POINT, ON BEACH, 25 FEET FROM BRUSH, AND
 QK0564'20 FEET FROM WATERS EDGE.  MARKED BY BRASS PLUG IN CONCRETE
 QK0564'MONUMENT, 6 INCHES SQUARE,
 QK0564'PROJECTING 4 INCHES ABOVE SURFACE OF GROUND.  BEARINGS
 QK0564'AND DISTANCES FROM STATION ARE- GRANITE
 QK0564'BOULDER, N. 64 DEG W., 52 FEET, GRANITE
 QK0564'BOULDER, S. 28 DEG E., 69 FEET, GRANITE BOULDER, S. 27 DEG
 QK0564'E., 116 FEET, TRIANGLE-BLAZED 6-INCH
 QK0564'PINE TREE, S. 20 DEG W., 43.5 FEET, TRIANGLE-BLAZED 8-INCH PINE TREE,
 QK0564'S. 48 DEG W., 26 FEET, AND TRIANGLE-BLAZED
 QK0564'10-INCH PINE TREE, S. 15 DEG 30 MIN E., 528 FEET.
 QK0564
 QK0564                          STATION RECOVERY (1940)
 QK0564
 QK0564'RECOVERY NOTE BY US LAKE SURVEY 1940 (KAS)
 QK0564'START AT BRIDGE OVER CHEBOYGAN RIVER IN CHEBOYGAN WITH SPEEDOMETER
 QK0564'SET AT ZERO GO EAST ON STATE
 QK0564'ST., AT 0.3 MILES TURN LEFT ON DUNCAN ST. THEN RIGHT ON FULTON ST.,
 QK0564'AT 0.6 MILES TURN LEFT ON GEROW ST.,
 QK0564'AT 4.3 MILES TAKE LEFT FORK, AT 4.6 MILES TAKE RIGHT FORK, AT
 QK0564'6.0 MILES TAKE RIGHT FORK, AT 7.1 MILES TAKE
 QK0564'LEFT FORK, AT 8.6 MILES TAKE RIGHT FORK, AT
 QK0564'14.4 MILES IS A GEOLOGICAL SURVEY BENCH MARK ON LEFT SIDE OF
 QK0564'ROAD, AT 15.5 MILES TURN LEFT, AT 15.8
 QK0564'MILES IS END OF ROAD AT CAPT. E.J. POTVINS HOUSE.  THE STATION IS
 QK0564'APPROX. 1 MILE SE ALONG THE SHORE
 QK0564'FROM CAPT. E.J. POTVINS HOUSE.
 QK0564'
 QK0564'THESE DIRECTIONS MAY NOT BE TRUE AFTER NEW HIGHWAY U.S. 23 IS BUILT.
 QK0564'
 QK0564'CONDITION AND DESCRIPTION OF CENTER MARK-
 QK0564'CENTER MARK IS IN
 QK0564'GOOD CONDITION.  STATION IS ABOUT 13-1/2 MILES EAST OF CHEBOYGAN,
 QK0564'ABOUT 1-1/4 MILES SOUTHEAST OF NINE
 QK0564'MILE POINT, ON SMALL STONY POINT WITH SAND BEACH ON
 QK0564'EITHER SIDE, ON GRAVEL RIDGE, 1000 FEET NORTHEAST OF
 QK0564'HIGHWAY U.S. 23, 147.34 FEET N 55 DEG W
 QK0564'OF DRILL HOLE IN WHITE GRANITE BOULDER ON BEACH, 131.08 FEET N 88 DEG
 QK0564'E OF REF. MON. NO. 2, 69.73 FEET N 23 DEG W
 QK0564'OF DRILL HOLE IN WHITE GRANITE BOULDER AT FOOT OF GRAVEL RIDGE, 61.75
 QK0564'FEET N 19 DEG E OF REF. MON. NO. 1,
 QK0564'BEING CROSS ON BRONZE DISC SET IN TOP A 6 X 7 INCH CONCRETE
 QK0564'MONUMENT EXTENDING 2 INCHES ABOVE GROUND SURFACE.
 QK0564'
 QK0564'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO CLEAR-
 QK0564'ON POINT COVERED
 QK0564'BY THIN BRUSH.  GOOD VIEW OF LAKE AND SHORE LINE.
 QK0564'10 FOOT TOWER NEEDED.
 QK0564'
 QK0564'CONDITION AND DESCRIPTION OF REFERENCE MARKS-
 QK0564'REF. MON. ARE
 QK0564'DISCS WITH ARROWS POINTING TO STATION SET IN CONCRETE POSTS AND IN
 QK0564'GOOD CONDITION.
 QK0564'
 QK0564'REF. MON. NO. 1 IS 30 FEET SOUTHWEST OF GRAVEL RIDGE.
 QK0564'REF. MON. NO. 2 IS
 QK0564'ON BANK BETWEEN A 7 INCH SPRUCE AND AN 8 INCH NORWAY PINE.
 QK0564'
 QK0564'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0564
 QK0564                          STATION RECOVERY (1956)
 QK0564
 QK0564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0564'REFERENCE MARKS 1 AND 2 RECOVERED AND FOUND IN GOOD CONDITION.  THE
 QK0564'STATION MARK WAS FOUND
 QK0564'TO BE IN A LEANING POSITION TO THE W AND LOOSE IN
 QK0564'THE GROUND.
 QK0564'
 QK0564'A NEW DESCRIPTION FOLLOWS-
 QK0564'
 QK0564'THE STATION IS LOCATED ABOUT 14 MI. E OF CHEBOYGAN, ON THE
 QK0564'S SHORE OF LAKE
 QK0564'HURON, IN THE E END OF LOT 629, AT THE E END OF
 QK0564'ZENITH LANE, AND ON LAND OWNED BY
 QK0564'MR. JOHN S. DENNIS.  IT IS 70
 QK0564'FT. N OF A LARGE GRANITE BOULDER WITH A HOLE IN THE
 QK0564'TOP, 40 FT.
 QK0564'W OF THE BEACH LINE OF LAKE HURON, AND 6 FT. N OF A TRIANGULAR-
 QK0564'BLAZED 8-IN.
 QK0564'SPRUCE TREE.  THE MARK IS A STANDARD U.S. LAKE SURVEY
 QK0564'STATION-MARK DISK SET IN THE
 QK0564'TOP OF A 6- BY 8-IN. CONCRETE POST
 QK0564'PROJECTING ABOUT 8 IN. AND STAMPED 78 1908 S.
 QK0564'
 QK0564'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23
 QK0564'AND 27 IN THE N
 QK0564'EDGE OF CHEBOYGAN, GO E ON U.S. HIGHWAY 23 FOR
 QK0564'3.9 MI. TO ELLIS CREEK BRIDGE.
 QK0564'CONTINUE E ON U.S. HIGHWAY 23 FOR
 QK0564'10.15 MI. TO THE COUNTY LINE.  CONTINUE E ON U.S.
 QK0564'HIGHWAY 23 FOR
 QK0564'0.5 MI. TO ZENITH LANE ON THE LEFT.  TURN LEFT AND GO E ON ZENITH
 QK0564'LANE FOR 0.3 MI.
 QK0564'TO THE LAKE AND STATION AS DESCRIBED.
 QK0564'
 QK0564'REFERENCE MARK 1 IS 61.70 FT. S OF THE STATION, 56 FT. SW OF
 QK0564'THE BLAZED 8-IN.
 QK0564'SPRUCE TREE, 47.7 FT. W OF THE LARGE GRANITE
 QK0564'BOULDER WITH A HOLE IN THE TOP, AND
 QK0564'12 FT. SW OF THE LOT 629 WHITE
 QK0564'POST (AT S SIDE OF THE LOT).  THE MARK IS A STANDARD
 QK0564'U.S. LAKE
 QK0564'SURVEY REFERENCE-MARK DISK SET IN THE TOP OF A 6-IN. CONCRETE
 QK0564'CYLINDER
 QK0564'PROJECTING ABOUT 8 IN. AND STAMPED 78 NO 1 1908 1940 S.
 QK0564'
 QK0564'REFERENCE MARK 2 IS 130.95 FT. W OF THE STATION, 61 FT. S OF
 QK0564'THE BEACH LINE, 40
 QK0564'FT. S OF THE LOT 629 WHITE POST (AT N SIDE OF
 QK0564'THE LOT), AND 5 FT. N OF A
 QK0564'TRIANGULAR-BLAZED 10-IN. PINE TREE.
 QK0564'THE MARK IS A STANDARD U.S. LAKE SURVEY
 QK0564'REFERENCE-MARK DISK SET
 QK0564'IN THE TOP OF A 6-IN. CONCRETE CYLINDER PROJECTING ABOUT 4
 QK0564'IN.  AND
 QK0564'STAMPED 78 NO 2 1908 1940 S.
 QK0564
 QK0564                          STATION RECOVERY (1977)
 QK0564
 QK0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0564'STATION AND RM NO. 1 RECOVERED AS DESCRIBED.  RM NO. 2 IS PROBABLY
 QK0564'STILL THERE BUT IS NOW COVERED BY A GRAVEL DRIVE.  PROPERTY IS NOW
 QK0564'OWNED BY MR. BILL ERWIN.
 QK0564
 QK0564                          STATION RECOVERY (1979)
 QK0564
 QK0564'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 QK0564'THE STATION WAS RECOVERED AS DESCRIBED.
 QK0564'
 QK0564'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3094 ***********************************************************************
 AB3094  DESIGNATION -  78101
 AB3094  PID         -  AB3094
 AB3094  STATE/COUNTY-  MI/ST JOSEPH
 AB3094  USGS QUAD   -  STURGIS (1982)
 AB3094
 AB3094                         *CURRENT SURVEY CONTROL
 AB3094  ___________________________________________________________________
 AB3094* NAD 83(1994)-  41 47 53.84291(N)    085 25 41.04705(W)     ADJUSTED  
 AB3094* NAVD 88     -       272.6    (meters)     894.     (feet)  GPS OBS   
 AB3094  ___________________________________________________________________
 AB3094  X           -     379,593.012 (meters)                     COMP
 AB3094  Y           -  -4,746,986.616 (meters)                     COMP
 AB3094  Z           -   4,229,087.510 (meters)                     COMP
 AB3094  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AB3094  ELLIP HEIGHT-         239.48  (meters)          (07/12/02) GPS OBS
 AB3094  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 AB3094
 AB3094  HORZ ORDER  -  FIRST
 AB3094  ELLP ORDER  -  FOURTH    CLASS I
 AB3094
 AB3094.The horizontal coordinates were established by GPS observations
 AB3094.and adjusted by the National Geodetic Survey in May 1996..
 AB3094
 AB3094.The orthometric height was determined by GPS observations and a
 AB3094.high-resolution geoid model.
 AB3094
 AB3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3094
 AB3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3094
 AB3094.The ellipsoidal height was determined by GPS observations
 AB3094.and is referenced to NAD 83.
 AB3094
 AB3094.The geoid height was determined by GEOID03.
 AB3094
 AB3094;                    North         East     Units Scale Factor Converg.
 AB3094;SPC MI S     -    33,690.660 3,911,779.702   MT  1.00008506   -0 43 20.3
 AB3094;SPC MI S     -   110,533.66 12,833,922.91   iFT  1.00008506   -0 43 20.3
 AB3094;UTM  16      - 4,628,575.150   630,595.801   MT  0.99980987   +1 02 52.3
 AB3094
 AB3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3094!SPC MI S     -   0.99996244  x   1.00008506  =   1.00004750
 AB3094!UTM  16      -   0.99996244  x   0.99980987  =   0.99977232
 AB3094
 AB3094                          SUPERSEDED SURVEY CONTROL
 AB3094
 AB3094  ELLIP H (05/08/96)  239.50   (m)                       GP(       ) 1 1
 AB3094
 AB3094.Superseded values are not recommended for survey control.
 AB3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3094.See file dsdata.txt to determine how the superseded data were derived.
 AB3094
 AB3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3059628575(NAD 83)
 AB3094_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3094_STAMPING: 78101 1980
 AB3094_MARK LOGO: MIDT  
 AB3094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3094+STABILITY: SURFACE MOTION
 AB3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3094+SATELLITE: SATELLITE OBSERVATIONS - 1980
 AB3094
 AB3094  HISTORY     - Date     Condition        Report By
 AB3094  HISTORY     - 1980     MONUMENTED       MIDT
 AB3094
 AB3094                          STATION DESCRIPTION
 AB3094
 AB3094'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3094'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE STURGIS QUADRANGLE
 AB3094'MAP IN THE SOUTHWEST 1/4 OF SECTION 1, T-8-S, R-10-W, IN THE CITY OF
 AB3094'STURGIS.  ABOUT 11.0 MI (17.7 KM) EAST OF WHITE PIGEON, 9.0 MI (14.5
 AB3094'KM) SOUTHEAST OF CENTREVILLE, 11.5 MI (18.5 KM) SOUTHWEST OF COLON ON
 AB3094'THE NORTH SIDE OF UNITES STATES HIGHWAY 12 IN A PARK. STATION IS AT
 AB3094'THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. HIGHWAY 12 AND
 AB3094'STATE HIGHWAY M-66 IN THE CITY OF STURGIS IN A PARK. STATION IS 92.0
 AB3094'FT (28.0 M) EAST FROM THE EAST FACE OF A 36-INCH WALNUT TREE, 56.0 FT
 AB3094'(17.1 M) EAST FROM A REFERENCE MONUMENT, 24.9 FT (7.6 M) NORTH FROM
 AB3094'THE BACK OF CURB OF U.S.  HIGHWAY 12, 95.2 FT (29.0 M) SOUTH FROM THE
 AB3094'EAGLES HEAD ON THE ARMED FORCES MEMORIAL AND 21.7 FT (6.6 M) NORTHWEST
 AB3094'FROM A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8443 ***********************************************************************
 AH8443  DESIGNATION -  78103
 AH8443  PID         -  AH8443
 AH8443  STATE/COUNTY-  MI/ST JOSEPH
 AH8443  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8443
 AH8443                         *CURRENT SURVEY CONTROL
 AH8443  ___________________________________________________________________
 AH8443* NAD 83(1986)-  41 55 42.     (N)    085 39 10.     (W)     SCALED    
 AH8443* NAVD 88     -       249.285  (meters)     817.86   (feet)  ADJUSTED  
 AH8443  ___________________________________________________________________
 AH8443  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AH8443  DYNAMIC HT  -         249.199 (meters)     817.58  (feet)  COMP
 AH8443  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 AH8443
 AH8443  VERT ORDER  -  FIRST     CLASS II
 AH8443
 AH8443.The horizontal coordinates were scaled from a topographic map and have
 AH8443.an estimated accuracy of +/- 6 seconds.
 AH8443
 AH8443.The orthometric height was determined by differential leveling
 AH8443.and adjusted by the National Geodetic Survey in March 2005..
 AH8443.No vertical observational check was made to the station.
 AH8443
 AH8443.The geoid height was determined by GEOID03.
 AH8443
 AH8443.The dynamic height is computed by dividing the NAVD 88
 AH8443.geopotential number by the normal gravity value computed on the
 AH8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8443.degrees latitude (g = 980.6199 gals.).
 AH8443
 AH8443.The modeled gravity was interpolated from observed gravity values.
 AH8443
 AH8443;                    North         East    Units  Estimated Accuracy
 AH8443;SPC MI S     -    48,390.    3,893,330.      MT  (+/- 180 meters Scaled)
 AH8443
 AH8443                          SUPERSEDED SURVEY CONTROL
 AH8443
 AH8443.No superseded survey control is available for this station.
 AH8443
 AH8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM117426(NAD 83)
 AH8443_MARKER: DS = TRIANGULATION STATION DISK
 AH8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8443_STAMPING: 78103 1980
 AH8443_MARK LOGO: MIDT  
 AH8443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8443+STABILITY: SURFACE MOTION
 AH8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8443+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8443
 AH8443  HISTORY     - Date     Condition        Report By
 AH8443  HISTORY     - 1980     MONUMENTED       MIDT
 AH8443  HISTORY     - 19930107 GOOD             NGS
 AH8443  HISTORY     - 20010529 GOOD             NGS
 AH8443
 AH8443                          STATION DESCRIPTION
 AH8443
 AH8443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8443'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8443'STATE HIGHWAY 60 IN THREE RIVERS IN THE SOUTHEAST PART OF A GRASS
 AH8443'TRIANGLE MEDIAN WHERE STATE HIGHWAY 60 DIVIDES TO THE SOUTHWEST, 30.9
 AH8443'M (101.4 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AH8443'HIGHWAY, 30.9 M (101.4 FT) NORTHWEST OF THE CENTERLINE OF THE STATE
 AH8443'HIGHWAY, 23.9 M (78.4 FT) SOUTH-SOUTHWEST OF REFERENCE MARK 1, 15.8 M
 AH8443'(51.8 FT) WEST-NORTHWEST OF A UTILITY POLE WITH A GUY CABLE, 1.2 M
 AH8443'(3.9 FT) WEST OF A WITNESS POST, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE
 AH8443'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH8443
 AH8443                          STATION RECOVERY (2001)
 AH8443
 AH8443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8443'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8444 ***********************************************************************
 AH8444  DESIGNATION -  78103 RM 1
 AH8444  PID         -  AH8444
 AH8444  STATE/COUNTY-  MI/ST JOSEPH
 AH8444  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8444
 AH8444                         *CURRENT SURVEY CONTROL
 AH8444  ___________________________________________________________________
 AH8444* NAD 83(1986)-  41 55 41.     (N)    085 39 10.     (W)     SCALED    
 AH8444* NAVD 88     -       249.472  (meters)     818.48   (feet)  ADJUSTED  
 AH8444  ___________________________________________________________________
 AH8444  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 AH8444  DYNAMIC HT  -         249.387 (meters)     818.20  (feet)  COMP
 AH8444  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 AH8444
 AH8444  VERT ORDER  -  FIRST     CLASS II
 AH8444
 AH8444.The horizontal coordinates were scaled from a topographic map and have
 AH8444.an estimated accuracy of +/- 6 seconds.
 AH8444
 AH8444.The orthometric height was determined by differential leveling
 AH8444.and adjusted by the National Geodetic Survey in March 2005..
 AH8444.No vertical observational check was made to the station.
 AH8444
 AH8444.The geoid height was determined by GEOID03.
 AH8444
 AH8444.The dynamic height is computed by dividing the NAVD 88
 AH8444.geopotential number by the normal gravity value computed on the
 AH8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8444.degrees latitude (g = 980.6199 gals.).
 AH8444
 AH8444.The modeled gravity was interpolated from observed gravity values.
 AH8444
 AH8444;                    North         East    Units  Estimated Accuracy
 AH8444;SPC MI S     -    48,360.    3,893,320.      MT  (+/- 180 meters Scaled)
 AH8444
 AH8444                          SUPERSEDED SURVEY CONTROL
 AH8444
 AH8444.No superseded survey control is available for this station.
 AH8444
 AH8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM117426(NAD 83)
 AH8444_MARKER: DR = REFERENCE MARK DISK
 AH8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8444_STAMPING: 78103 1980 1
 AH8444_MARK LOGO: MIDT  
 AH8444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8444+STABILITY: SURFACE MOTION
 AH8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8444+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8444
 AH8444  HISTORY     - Date     Condition        Report By
 AH8444  HISTORY     - 1980     MONUMENTED       MIDT
 AH8444  HISTORY     - 19930107 GOOD             NGS
 AH8444  HISTORY     - 20010529 GOOD             NGS
 AH8444
 AH8444                          STATION DESCRIPTION
 AH8444
 AH8444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8444'1.6 KM (1.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8444'STATE HIGHWAY 60 IN THREE RIVERS IN THE SOUTHEAST PART OF A GRASS
 AH8444'TRIANGLE MEDIAN WHERE STATE HIGHWAY 60 DIVIDES TO THE SOUTHWEST, 30.4
 AH8444'M (99.7 FT) NORTHWEST OF A UTILITY POLE WITH 1 GUY CABLE, 28.1 M (92.2
 AH8444'FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY,
 AH8444'23.9 M (78.4 FT) NORTH-NORTHEAST OF TRIANGULATION STATION 78103, 0.9 M
 AH8444'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AH8444'WITH THE GROUND SURFACE.
 AH8444
 AH8444                          STATION RECOVERY (2001)
 AH8444
 AH8444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8444'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8433 ***********************************************************************
 AH8433  DESIGNATION -  78104
 AH8433  PID         -  AH8433
 AH8433  STATE/COUNTY-  MI/ST JOSEPH
 AH8433  USGS QUAD   -  SCHOOLCRAFT (1979)
 AH8433
 AH8433                         *CURRENT SURVEY CONTROL
 AH8433  ___________________________________________________________________
 AH8433* NAD 83(1986)-  42 01 37.     (N)    085 38 07.     (W)     SCALED    
 AH8433* NAVD 88     -       257.946  (meters)     846.28   (feet)  ADJUSTED  
 AH8433  ___________________________________________________________________
 AH8433  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH8433  DYNAMIC HT  -         257.860 (meters)     846.00  (feet)  COMP
 AH8433  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 AH8433
 AH8433  VERT ORDER  -  FIRST     CLASS II
 AH8433
 AH8433.The horizontal coordinates were scaled from a topographic map and have
 AH8433.an estimated accuracy of +/- 6 seconds.
 AH8433
 AH8433.The orthometric height was determined by differential leveling
 AH8433.and adjusted by the National Geodetic Survey in March 2005..
 AH8433
 AH8433.The geoid height was determined by GEOID03.
 AH8433
 AH8433.The dynamic height is computed by dividing the NAVD 88
 AH8433.geopotential number by the normal gravity value computed on the
 AH8433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8433.degrees latitude (g = 980.6199 gals.).
 AH8433
 AH8433.The modeled gravity was interpolated from observed gravity values.
 AH8433
 AH8433;                    North         East    Units  Estimated Accuracy
 AH8433;SPC MI S     -    59,320.    3,894,940.      MT  (+/- 180 meters Scaled)
 AH8433
 AH8433                          SUPERSEDED SURVEY CONTROL
 AH8433
 AH8433.No superseded survey control is available for this station.
 AH8433
 AH8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129536(NAD 83)
 AH8433_MARKER: DS = TRIANGULATION STATION DISK
 AH8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8433_STAMPING: 78104 1980
 AH8433_MARK LOGO: MIDT  
 AH8433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8433+STABILITY: SURFACE MOTION
 AH8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8433+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8433
 AH8433  HISTORY     - Date     Condition        Report By
 AH8433  HISTORY     - 1980     MONUMENTED       MIDT
 AH8433  HISTORY     - 19930107 GOOD             NGS
 AH8433  HISTORY     - 20010528 GOOD             NGS
 AH8433
 AH8433                          STATION DESCRIPTION
 AH8433
 AH8433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8433'9.8 KM (6.10 MI) NOTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8433'STATE HIGHWAY 60 IN THREE RIVERS, 53.0 M (173.9 FT) SOUTH OF THE
 AH8433'CENTER OF MARCELLUS ROAD, 24.2 M (79.4 FT) EAST OF THE CENTERLINE OF
 AH8433'THE NORTHBOUND LANES OF THE HIGHWAY, 22.2 M (72.8 FT) SOUTHWEST OF
 AH8433'78104 REFERENCE MARK 1, 7.3 M (24.0 FT) SOUTHEAST OF 78104 REFERENCE
 AH8433'MARD 2, 6.9 M (22.6 FT) NORTHEAST OF THE SOUTHWEST END OF A FENCE, 0.9
 AH8433'M (3.0 FT) NORTHWEST OF A WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW
 AH8433'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH8433'SURFACE.
 AH8433
 AH8433                          STATION RECOVERY (2001)
 AH8433
 AH8433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8433'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8434 ***********************************************************************
 AH8434  DESIGNATION -  78104 RM 1
 AH8434  PID         -  AH8434
 AH8434  STATE/COUNTY-  MI/ST JOSEPH
 AH8434  USGS QUAD   -  SCHOOLCRAFT (1979)
 AH8434
 AH8434                         *CURRENT SURVEY CONTROL
 AH8434  ___________________________________________________________________
 AH8434* NAD 83(1986)-  42 01 39.     (N)    085 38 07.     (W)     SCALED    
 AH8434* NAVD 88     -       257.830  (meters)     845.90   (feet)  ADJUSTED  
 AH8434  ___________________________________________________________________
 AH8434  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH8434  DYNAMIC HT  -         257.743 (meters)     845.61  (feet)  COMP
 AH8434  MODELED GRAV-     980,278.8   (mgal)                       NAVD 88
 AH8434
 AH8434  VERT ORDER  -  FIRST     CLASS II
 AH8434
 AH8434.The horizontal coordinates were scaled from a topographic map and have
 AH8434.an estimated accuracy of +/- 6 seconds.
 AH8434
 AH8434.The orthometric height was determined by differential leveling
 AH8434.and adjusted by the National Geodetic Survey in March 2005..
 AH8434
 AH8434.The geoid height was determined by GEOID03.
 AH8434
 AH8434.The dynamic height is computed by dividing the NAVD 88
 AH8434.geopotential number by the normal gravity value computed on the
 AH8434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8434.degrees latitude (g = 980.6199 gals.).
 AH8434
 AH8434.The modeled gravity was interpolated from observed gravity values.
 AH8434
 AH8434;                    North         East    Units  Estimated Accuracy
 AH8434;SPC MI S     -    59,390.    3,894,940.      MT  (+/- 180 meters Scaled)
 AH8434
 AH8434                          SUPERSEDED SURVEY CONTROL
 AH8434
 AH8434.No superseded survey control is available for this station.
 AH8434
 AH8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129537(NAD 83)
 AH8434_MARKER: DR = REFERENCE MARK DISK
 AH8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8434_STAMPING: 78104 1980 1
 AH8434_MARK LOGO: MIDT  
 AH8434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8434+STABILITY: SURFACE MOTION
 AH8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8434+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8434
 AH8434  HISTORY     - Date     Condition        Report By
 AH8434  HISTORY     - 1980     MONUMENTED       MIDT
 AH8434  HISTORY     - 19930107 GOOD             NGS
 AH8434  HISTORY     - 20010528 GOOD             NGS
 AH8434
 AH8434                          STATION DESCRIPTION
 AH8434
 AH8434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8434'9.8 KM (6.10 MI) NORTHERY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8434'STATE HIGHWAY 60 IN THREE RIVERS, 36.8 M (120.7 FT) EAST OF THE
 AH8434'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 34.7 M (113.8 FT)
 AH8434'SOUTH OF THE CENTER OF MARCELLUS ROAD, 22.2 M (72.8 FT) NORTHEAST OF
 AH8434'TRIANGULATION STATION 78104, 0.9 M (3.0 FT) NORTHWEST OF A FENCE, 0.3
 AH8434'M (1.0 FT) BELOW THE CENTER OF THE HIGHWAY, AND THE MONUMENT IS FLUSH
 AH8434'WITH THE GROUND SURFACE.
 AH8434
 AH8434                          STATION RECOVERY (2001)
 AH8434
 AH8434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8434'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8435 ***********************************************************************
 AH8435  DESIGNATION -  78104 RM 2
 AH8435  PID         -  AH8435
 AH8435  STATE/COUNTY-  MI/ST JOSEPH
 AH8435  USGS QUAD   -  SCHOOLCRAFT (1979)
 AH8435
 AH8435                         *CURRENT SURVEY CONTROL
 AH8435  ___________________________________________________________________
 AH8435* NAD 83(1986)-  42 01 38.     (N)    085 38 15.     (W)     SCALED    
 AH8435* NAVD 88     -       258.107  (meters)     846.81   (feet)  ADJUSTED  
 AH8435  ___________________________________________________________________
 AH8435  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 AH8435  DYNAMIC HT  -         258.020 (meters)     846.52  (feet)  COMP
 AH8435  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 AH8435
 AH8435  VERT ORDER  -  FIRST     CLASS II
 AH8435
 AH8435.The horizontal coordinates were scaled from a topographic map and have
 AH8435.an estimated accuracy of +/- 6 seconds.
 AH8435
 AH8435.The orthometric height was determined by differential leveling
 AH8435.and adjusted by the National Geodetic Survey in March 2005..
 AH8435
 AH8435.The geoid height was determined by GEOID03.
 AH8435
 AH8435.The dynamic height is computed by dividing the NAVD 88
 AH8435.geopotential number by the normal gravity value computed on the
 AH8435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8435.degrees latitude (g = 980.6199 gals.).
 AH8435
 AH8435.The modeled gravity was interpolated from observed gravity values.
 AH8435
 AH8435;                    North         East    Units  Estimated Accuracy
 AH8435;SPC MI S     -    59,360.    3,894,760.      MT  (+/- 180 meters Scaled)
 AH8435
 AH8435                          SUPERSEDED SURVEY CONTROL
 AH8435
 AH8435.No superseded survey control is available for this station.
 AH8435
 AH8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM127536(NAD 83)
 AH8435_MARKER: DV = VERTICAL CONTROL DISK
 AH8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8435_STAMPING: 78104 1980 2
 AH8435_MARK LOGO: MIDT  
 AH8435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8435+STABILITY: SURFACE MOTION
 AH8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8435+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8435
 AH8435  HISTORY     - Date     Condition        Report By
 AH8435  HISTORY     - 1980     MONUMENTED       MIDT
 AH8435  HISTORY     - 19930107 GOOD             NGS
 AH8435  HISTORY     - 20010528 GOOD             NGS
 AH8435
 AH8435                          STATION DESCRIPTION
 AH8435
 AH8435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8435'9.8 KM (6.10 MI) NORTHERY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8435'STATE HIGHWAY 60 IN THREE RIVERS, 47.2 M (154.9 FT) SOUTH OF THE
 AH8435'CENTER OF MARCELLUS ROAD, 19.8 M (65.0 FT) EAST OF THE CENTERLINE OF
 AH8435'THE MORTHBOUND LANES OF THE HIGHWAY, 12.1 M (39.7 FT) NORTH OF THE
 AH8435'SOUTHWEST END OF A FENCE, 7.3 M (24.0 FT) NORTHWEST OF TRIANGULATION
 AH8435'STATION 78104, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AH8435'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH8435
 AH8435                          STATION RECOVERY (2001)
 AH8435
 AH8435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8435'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3092 ***********************************************************************
 AB3092  DESIGNATION -  78105
 AB3092  PID         -  AB3092
 AB3092  STATE/COUNTY-  MI/ST JOSEPH
 AB3092  USGS QUAD   -  CONSTANTINE (1972)
 AB3092
 AB3092                         *CURRENT SURVEY CONTROL
 AB3092  ___________________________________________________________________
 AB3092* NAD 83(1994)-  41 47 50.18961(N)    085 39 41.76247(W)     ADJUSTED  
 AB3092* NAVD 88     -       248.791  (meters)     816.24   (feet)  ADJUSTED  
 AB3092  ___________________________________________________________________
 AB3092  X           -     360,245.991 (meters)                     COMP
 AB3092  Y           -  -4,748,551.548 (meters)                     COMP
 AB3092  Z           -   4,228,987.582 (meters)                     COMP
 AB3092  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AB3092  ELLIP HEIGHT-         215.63  (meters)          (07/12/02) GPS OBS
 AB3092  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AB3092  DYNAMIC HT  -         248.702 (meters)     815.95  (feet)  COMP
 AB3092  MODELED GRAV-     980,257.6   (mgal)                       NAVD 88
 AB3092
 AB3092  HORZ ORDER  -  FIRST
 AB3092  VERT ORDER  -  FIRST     CLASS II
 AB3092  ELLP ORDER  -  FOURTH    CLASS I
 AB3092
 AB3092.The horizontal coordinates were established by GPS observations
 AB3092.and adjusted by the National Geodetic Survey in May 1996..
 AB3092
 AB3092.The orthometric height was determined by differential leveling
 AB3092.and adjusted by the National Geodetic Survey in March 2005..
 AB3092.No vertical observational check was made to the station.
 AB3092
 AB3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3092
 AB3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3092
 AB3092.The ellipsoidal height was determined by GPS observations
 AB3092.and is referenced to NAD 83.
 AB3092
 AB3092.The geoid height was determined by GEOID03.
 AB3092
 AB3092.The dynamic height is computed by dividing the NAVD 88
 AB3092.geopotential number by the normal gravity value computed on the
 AB3092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3092.degrees latitude (g = 980.6199 gals.).
 AB3092
 AB3092.The modeled gravity was interpolated from observed gravity values.
 AB3092
 AB3092;                    North         East     Units Scale Factor Converg.
 AB3092;SPC MI S     -    33,849.571 3,892,368.931   MT  1.00008539   -0 52 52.5
 AB3092;SPC MI S     -   111,055.02 12,770,239.27   iFT  1.00008539   -0 52 52.5
 AB3092;UTM  16      - 4,628,133.972   611,195.315   MT  0.99975215   +0 53 31.7
 AB3092
 AB3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3092!SPC MI S     -   0.99996618  x   1.00008539  =   1.00005157
 AB3092!UTM  16      -   0.99996618  x   0.99975215  =   0.99971834
 AB3092
 AB3092                          SUPERSEDED SURVEY CONTROL
 AB3092
 AB3092  ELLIP H (05/08/96)  215.65   (m)                       GP(       ) 1 1
 AB3092
 AB3092.Superseded values are not recommended for survey control.
 AB3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3092.See file dsdata.txt to determine how the superseded data were derived.
 AB3092
 AB3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1119528134(NAD 83)
 AB3092_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3092_STAMPING: 78105 1980
 AB3092_MARK LOGO: MIDT  
 AB3092_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3092+STABILITY: SURFACE MOTION
 AB3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3092+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AB3092
 AB3092  HISTORY     - Date     Condition        Report By
 AB3092  HISTORY     - 1980     MONUMENTED       MIDT
 AB3092  HISTORY     - 19930106 GOOD             NGS
 AB3092  HISTORY     - 20010528 GOOD             NGS
 AB3092  HISTORY     - 20030512 GOOD             NGS
 AB3092
 AB3092                          STATION DESCRIPTION
 AB3092
 AB3092'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AB3092'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE CONSTANTINE
 AB3092'QUADRANGLE MAP IN THE SOUTHWEST 1/4 OF SECTION 1, T-7-S, R-12-W,
 AB3092'MOTTVILLE TOWNSHIP.  ABOUT 1.0 MI (1.6 KM) WEST OF THE CENTER OF WHITE
 AB3092'PIGEON, 3.0 MI (4.8 KM) SOUTH OF CONSTANTINE, 13.0 MI (20.9 KM) WEST
 AB3092'OF STURGIS, AT THE WHITE PIGEON STATE POLICE POST.  STATION IS IN THE
 AB3092'NORTHEAST QUADRANT OF THE INTERSECTION OF U.S.  HIGHWAY 12 AND U.S.
 AB3092'HIGHWAY 131, 1.0 MI (1.6 KM) WEST OF THE CENTER OF WHITE PIGEON.
 AB3092'STATION IS 29.0 FT (8.8 M) SOUTHWEST FROM A UTILITY POLE, 14.5 FT (4.4
 AB3092'M) NORTH FROM THE BACK OF THE NORTH CURB OF U.S. HIGHWAY 12, 25.4 FT
 AB3092'(7.7 M) NORTHEAST FROM THE NORTHEAST CORNER OF A CATCH BASIN, 25.8 FT
 AB3092'(7.9 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF A BITUMINOUS PARKING
 AB3092'LOT AND 6.3 FT (1.9 M) SOUTHWEST FROM A METAL WITNESS POST AND SIGN.
 AB3092
 AB3092                          STATION RECOVERY (1993)
 AB3092
 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AB3092'IN WHITE PIGEON, AT THE INTERSECTION OF U.S. HIGHWAYS 12 AND 131, 81.7
 AB3092'M (268.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 131, 40.8 M (133.9 FT)
 AB3092'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATE POLICE OFFICE, 26.6 M
 AB3092'(87.3 FT) EAST-SOUTHEAST OF REFERENCE MARK 2, 17.8 M (58.4 FT) EAST OF
 AB3092'THE CENTER OF A DRIVEWAY, 13.8 M (45.3 FT) SOUTHWEST OF REFERENCE MARK
 AB3092'1, 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF HIGHWAY 12, 8.7 M (28.5
 AB3092'FT) WEST-SOUTHWEST OF OF UTILITY POLE NUMBER S535-2397, 1.8 M (5.9 FT)
 AB3092'SOUTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB3092'HIGHWAYS, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AB3092
 AB3092                          STATION RECOVERY (2001)
 AB3092
 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AB3092'RECOVERED IN GOOD CONDITION.  NOTE-- STATION IS ABOUT 6-INCHES BELOW
 AB3092'GROUND.
 AB3092
 AB3092                          STATION RECOVERY (2003)
 AB3092
 AB3092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3092'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS 6 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8477 ***********************************************************************
 AH8477  DESIGNATION -  78105 RM 1
 AH8477  PID         -  AH8477
 AH8477  STATE/COUNTY-  MI/ST JOSEPH
 AH8477  USGS QUAD   -  CONSTANTINE (1972)
 AH8477
 AH8477                         *CURRENT SURVEY CONTROL
 AH8477  ___________________________________________________________________
 AH8477* NAD 83(1986)-  41 47 51.     (N)    085 39 42.     (W)     SCALED    
 AH8477* NAVD 88     -       248.783  (meters)     816.22   (feet)  ADJUSTED  
 AH8477  ___________________________________________________________________
 AH8477  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AH8477  DYNAMIC HT  -         248.694 (meters)     815.92  (feet)  COMP
 AH8477  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 AH8477
 AH8477  VERT ORDER  -  FIRST     CLASS II
 AH8477
 AH8477.The horizontal coordinates were scaled from a topographic map and have
 AH8477.an estimated accuracy of +/- 6 seconds.
 AH8477
 AH8477.The orthometric height was determined by differential leveling
 AH8477.and adjusted by the National Geodetic Survey in March 2005..
 AH8477.No vertical observational check was made to the station.
 AH8477
 AH8477.The geoid height was determined by GEOID03.
 AH8477
 AH8477.The dynamic height is computed by dividing the NAVD 88
 AH8477.geopotential number by the normal gravity value computed on the
 AH8477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8477.degrees latitude (g = 980.6199 gals.).
 AH8477
 AH8477.The modeled gravity was interpolated from observed gravity values.
 AH8477
 AH8477;                    North         East    Units  Estimated Accuracy
 AH8477;SPC MI S     -    33,880.    3,892,360.      MT  (+/- 180 meters Scaled)
 AH8477
 AH8477                          SUPERSEDED SURVEY CONTROL
 AH8477
 AH8477.No superseded survey control is available for this station.
 AH8477
 AH8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM111281(NAD 83)
 AH8477_MARKER: DV = VERTICAL CONTROL DISK
 AH8477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8477_STAMPING: 78105 1980 1
 AH8477_MARK LOGO: MIDT  
 AH8477_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8477+STABILITY: SURFACE MOTION
 AH8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8477+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AH8477
 AH8477  HISTORY     - Date     Condition        Report By
 AH8477  HISTORY     - 1980     MONUMENTED       MIDT
 AH8477  HISTORY     - 19930106 GOOD             NGS
 AH8477  HISTORY     - 20010529 GOOD             NGS
 AH8477  HISTORY     - 20030512 GOOD             NGS
 AH8477
 AH8477                          STATION DESCRIPTION
 AH8477
 AH8477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 AH8477'IN WHITE PIGEON, AT THE INTERSECTION OF U.S. HIGHWAYS 12 AND 131, 83.1
 AH8477'M (272.6 FT) EAST OF THE CENTERLINE OF HIGHWAY 131, 24.8 M (81.4 FT)
 AH8477'NORTH OF THE CENTERLINE OF HIGHWAY 12, 13.8 M (45.3 FT)
 AH8477'NORTH-NORTHEAST OF TRIANGULATION STATION 78105, 11.3 M (37.1 FT)
 AH8477'NORTH-NORTHWEST OF UTILITY PLE NUMBER S539-239, 3.3 M (10.8 FT)
 AH8477'SOUTHEAST OF THE SOUTHEAST EDGE OF A PAVED PARKING AREA, POLE 0.3 M
 AH8477'(1.0 FT) BELOW THE LEVEL OF THE HIGHWAYS, AND THE MONUMENT IS FLUSH
 AH8477'WITH THE GROUND SURFACE.
 AH8477
 AH8477                          STATION RECOVERY (2001)
 AH8477
 AH8477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8477'RECOVERED AS DESCRIBED.
 AH8477
 AH8477                          STATION RECOVERY (2003)
 AH8477
 AH8477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AH8477'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3090 ***********************************************************************
 AB3090  DESIGNATION -  78200
 AB3090  PID         -  AB3090
 AB3090  STATE/COUNTY-  MI/ST JOSEPH
 AB3090  USGS QUAD   -  CONSTANTINE (1972)
 AB3090
 AB3090                         *CURRENT SURVEY CONTROL
 AB3090  ___________________________________________________________________
 AB3090* NAD 83(1994)-  41 45 56.21362(N)    085 40 20.13515(W)     ADJUSTED  
 AB3090* NAVD 88     -       246.811  (meters)     809.75   (feet)  ADJUSTED  
 AB3090  ___________________________________________________________________
 AB3090  X           -     359,539.278 (meters)                     COMP
 AB3090  Y           -  -4,750,953.327 (meters)                     COMP
 AB3090  Z           -   4,226,363.937 (meters)                     COMP
 AB3090  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AB3090  ELLIP HEIGHT-         213.57  (meters)          (07/12/02) GPS OBS
 AB3090  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 AB3090  DYNAMIC HT  -         246.721 (meters)     809.45  (feet)  COMP
 AB3090  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 AB3090
 AB3090  HORZ ORDER  -  FIRST
 AB3090  VERT ORDER  -  FIRST     CLASS II
 AB3090  ELLP ORDER  -  FOURTH    CLASS I
 AB3090
 AB3090.The horizontal coordinates were established by GPS observations
 AB3090.and adjusted by the National Geodetic Survey in May 1996..
 AB3090
 AB3090.The orthometric height was determined by differential leveling
 AB3090.and adjusted by the National Geodetic Survey in March 2005..
 AB3090.No vertical observational check was made to the station.
 AB3090
 AB3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3090
 AB3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3090
 AB3090.The ellipsoidal height was determined by GPS observations
 AB3090.and is referenced to NAD 83.
 AB3090
 AB3090.The geoid height was determined by GEOID03.
 AB3090
 AB3090.The dynamic height is computed by dividing the NAVD 88
 AB3090.geopotential number by the normal gravity value computed on the
 AB3090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3090.degrees latitude (g = 980.6199 gals.).
 AB3090
 AB3090.The modeled gravity was interpolated from observed gravity values.
 AB3090
 AB3090;                    North         East     Units Scale Factor Converg.
 AB3090;SPC MI S     -    30,346.912 3,891,428.518   MT  1.00009590   -0 53 18.6
 AB3090;SPC MI S     -    99,563.36 12,767,153.93   iFT  1.00009590   -0 53 18.6
 AB3090;UTM  16      - 4,624,605.090   610,364.017   MT  0.99974988   +0 53 04.1
 AB3090
 AB3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3090!SPC MI S     -   0.99996650  x   1.00009590  =   1.00006240
 AB3090!UTM  16      -   0.99996650  x   0.99974988  =   0.99971639
 AB3090
 AB3090                          SUPERSEDED SURVEY CONTROL
 AB3090
 AB3090  ELLIP H (05/08/96)  213.60   (m)                       GP(       ) 1 1
 AB3090
 AB3090.Superseded values are not recommended for survey control.
 AB3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3090.See file dsdata.txt to determine how the superseded data were derived.
 AB3090
 AB3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1036424605(NAD 83)
 AB3090_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3090_STAMPING: 78200 1994
 AB3090_MARK LOGO: MIDT  
 AB3090_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3090+STABILITY: SURFACE MOTION
 AB3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3090+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 AB3090
 AB3090  HISTORY     - Date     Condition        Report By
 AB3090  HISTORY     - 1994     MONUMENTED       MIDT
 AB3090  HISTORY     - 20010611 GOOD             MIDT
 AB3090
 AB3090                          STATION DESCRIPTION
 AB3090
 AB3090'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3090'STATION IS LOCATED IN QUAD 410850.  IT IS ON THE CONSTANTINE
 AB3090'QUADRANGLE MAP IN THE SOUTHEAST 1/4 OF SECTION 14, T-8-S, R-12-W,
 AB3090'MOTTVILLE TOWNSHIP.  ABOUT 3.4 MI (5.5 KM) SOUTHWEST OF WHITE PIGEON,
 AB3090'12.5 MI (20.1 KM) WEST OF STURGIS, 4.0 MI (6.4 KM) SOUTH OF
 AB3090'CONSTANTINE IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S.
 AB3090'HIGHWAY 131 AND ANDERSON ROAD.  TO REACH FROM THE INTERSECTION OF U.S.
 AB3090'HIGHWAY 12 AND U.S.  HIGHWAY 131 ABOUT 1.0 MI (1.6 KM) WEST OF WHITE
 AB3090'PIGEON GO SOUTH ALONG U.S.  HIGHWAY 131 FOR 2.4 MI (3.9 KM) TO THE
 AB3090'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 82.4 FT (25.1 M)
 AB3090'NORTHEAST FROM A UTILITY POLE, 93.2 FT (28.4 M) NORTHEAST FROM A
 AB3090'UTILITY POLE, 61.6 FT (18.8 M) WEST FROM THE CENTER OF U.S.  HIGHWAY
 AB3090'131, 60.5 FT (18.4 M) WEST FROM A GAS PIPELINE MARKER, 17.8 FT (5.4 M)
 AB3090'SOUTHWEST FROM A UTILITY POLE AND 6.6 FT (2.0 M) WEST FROM A CARSONITE
 AB3090'WITNESS POST.
 AB3090
 AB3090                          STATION RECOVERY (2001)
 AB3090
 AB3090'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RLR)
 AB3090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3091 ***********************************************************************
 AB3091  DESIGNATION -  78201
 AB3091  PID         -  AB3091
 AB3091  STATE/COUNTY-  MI/ST JOSEPH
 AB3091  USGS QUAD   -  CONSTANTINE (1972)
 AB3091
 AB3091                         *CURRENT SURVEY CONTROL
 AB3091  ___________________________________________________________________
 AB3091* NAD 83(1994)-  41 46 37.67507(N)    085 39 46.05739(W)     ADJUSTED  
 AB3091* NAVD 88     -       247.702  (meters)     812.67   (feet)  ADJUSTED  
 AB3091  ___________________________________________________________________
 AB3091  X           -     360,259.800 (meters)                     COMP
 AB3091  Y           -  -4,750,044.806 (meters)                     COMP
 AB3091  Z           -   4,227,318.604 (meters)                     COMP
 AB3091  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AB3091  ELLIP HEIGHT-         214.48  (meters)          (07/12/02) GPS OBS
 AB3091  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 AB3091  DYNAMIC HT  -         247.612 (meters)     812.37  (feet)  COMP
 AB3091  MODELED GRAV-     980,255.2   (mgal)                       NAVD 88
 AB3091
 AB3091  HORZ ORDER  -  FIRST
 AB3091  VERT ORDER  -  FIRST     CLASS II
 AB3091  ELLP ORDER  -  FOURTH    CLASS I
 AB3091
 AB3091.The horizontal coordinates were established by GPS observations
 AB3091.and adjusted by the National Geodetic Survey in May 1996..
 AB3091
 AB3091.The orthometric height was determined by differential leveling
 AB3091.and adjusted by the National Geodetic Survey in March 2005..
 AB3091.No vertical observational check was made to the station.
 AB3091
 AB3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3091
 AB3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3091
 AB3091.The ellipsoidal height was determined by GPS observations
 AB3091.and is referenced to NAD 83.
 AB3091
 AB3091.The geoid height was determined by GEOID03.
 AB3091
 AB3091.The dynamic height is computed by dividing the NAVD 88
 AB3091.geopotential number by the normal gravity value computed on the
 AB3091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3091.degrees latitude (g = 980.6199 gals.).
 AB3091
 AB3091.The modeled gravity was interpolated from observed gravity values.
 AB3091
 AB3091;                    North         East     Units Scale Factor Converg.
 AB3091;SPC MI S     -    31,613.906 3,892,235.334   MT  1.00009204   -0 52 55.4
 AB3091;SPC MI S     -   103,720.16 12,769,800.96   iFT  1.00009204   -0 52 55.4
 AB3091;UTM  16      - 4,625,895.997   611,130.983   MT  0.99975197   +0 53 27.5
 AB3091
 AB3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3091!SPC MI S     -   0.99996636  x   1.00009204  =   1.00005840
 AB3091!UTM  16      -   0.99996636  x   0.99975197  =   0.99971834
 AB3091
 AB3091                          SUPERSEDED SURVEY CONTROL
 AB3091
 AB3091  ELLIP H (05/08/96)  214.50   (m)                       GP(       ) 1 1
 AB3091
 AB3091.Superseded values are not recommended for survey control.
 AB3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3091.See file dsdata.txt to determine how the superseded data were derived.
 AB3091
 AB3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1113125896(NAD 83)
 AB3091_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3091_STAMPING: 78201 1994
 AB3091_MARK LOGO: MIDT  
 AB3091_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3091+STABILITY: SURFACE MOTION
 AB3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3091+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AB3091
 AB3091  HISTORY     - Date     Condition        Report By
 AB3091  HISTORY     - 1994     MONUMENTED       MIDT
 AB3091  HISTORY     - 20010528 GOOD             NGS
 AB3091  HISTORY     - 20030512 GOOD             NGS
 AB3091
 AB3091                          STATION DESCRIPTION
 AB3091
 AB3091'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3091'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE CONSTANTINE
 AB3091'QUADRANGLE MAP IN THE NORTHEAST 1/4 OF SECTION 14, T-8-S, R-12-W,
 AB3091'MOTTVILLE TOWNSHIP.  ABOUT 2.4 MI (3.9 KM) SOUTHWEST OF WHITE PIGEON,
 AB3091'12 MI (19.3 KM) WEST OF STURGIS, 3.2 MI (5.1 KM) SOUTH OF CONSTANTINE
 AB3091'AND ON THE WEST SIDE OF U.S.  HIGHWAY 131.  TO REACH FROM THE
 AB3091'INTERSECTION OF U.S.  HIGHWAY 12 AND U.S.  HIGHWAY 131 ABOUT 1.0 MI
 AB3091'(1.6 KM) WEST OF WHITE PIGEON GO SOUTH ALONG U.S.  HIGHWAY 131 FOR 1.4
 AB3091'MI (2.3 KM) TO STATION ON THE RIGHT AS DESCRIBED.  STATION IS 108.5 FT
 AB3091'(33.1 M) SOUTH FROM A UTILITY POLE, 129.0 FT (39.3 M) NORTH FROM A
 AB3091'UTILITY POLE, 64.7 FT (19.7 M) SOUTH FROM A STEEL POST LABELED (GTE) ,
 AB3091'49.6 FT (15.1 M) WEST FROM THE CENTER OF U.S.  HIGHWAY 131, 42.3 FT
 AB3091'(12.9 M) NORTHWEST FROM A STEEL SIGN POST AND 2.3 FT (0.7 M) EAST FROM
 AB3091'A CARSONITE WITNESS POST.
 AB3091
 AB3091                          STATION RECOVERY (2001)
 AB3091
 AB3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AB3091'RECOVERED AS DESCRIBED.
 AB3091
 AB3091                          STATION RECOVERY (2003)
 AB3091
 AB3091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3093 ***********************************************************************
 AB3093  DESIGNATION -  78202
 AB3093  PID         -  AB3093
 AB3093  STATE/COUNTY-  MI/ST JOSEPH
 AB3093  USGS QUAD   -  CONSTANTINE (1972)
 AB3093
 AB3093                         *CURRENT SURVEY CONTROL
 AB3093  ___________________________________________________________________
 AB3093* NAD 83(1994)-  41 47 52.29826(N)    085 38 49.97796(W)     ADJUSTED  
 AB3093* NAVD 88     -       248.166  (meters)     814.19   (feet)  ADJUSTED  
 AB3093  ___________________________________________________________________
 AB3093  X           -     361,434.815 (meters)                     COMP
 AB3093  Y           -  -4,748,417.228 (meters)                     COMP
 AB3093  Z           -   4,229,035.645 (meters)                     COMP
 AB3093  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AB3093  ELLIP HEIGHT-         214.97  (meters)          (07/12/02) GPS OBS
 AB3093  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 AB3093  DYNAMIC HT  -         248.077 (meters)     813.90  (feet)  COMP
 AB3093  MODELED GRAV-     980,257.2   (mgal)                       NAVD 88
 AB3093
 AB3093  HORZ ORDER  -  FIRST
 AB3093  VERT ORDER  -  FIRST     CLASS II
 AB3093  ELLP ORDER  -  FOURTH    CLASS I
 AB3093
 AB3093.The horizontal coordinates were established by GPS observations
 AB3093.and adjusted by the National Geodetic Survey in May 1996..
 AB3093
 AB3093.The orthometric height was determined by differential leveling
 AB3093.and adjusted by the National Geodetic Survey in March 2005..
 AB3093.No vertical observational check was made to the station.
 AB3093
 AB3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3093
 AB3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3093
 AB3093.The ellipsoidal height was determined by GPS observations
 AB3093.and is referenced to NAD 83.
 AB3093
 AB3093.The geoid height was determined by GEOID03.
 AB3093
 AB3093.The dynamic height is computed by dividing the NAVD 88
 AB3093.geopotential number by the normal gravity value computed on the
 AB3093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3093.degrees latitude (g = 980.6199 gals.).
 AB3093
 AB3093.The modeled gravity was interpolated from observed gravity values.
 AB3093
 AB3093;                    North         East     Units Scale Factor Converg.
 AB3093;SPC MI S     -    33,896.339 3,893,565.432   MT  1.00008520   -0 52 17.2
 AB3093;SPC MI S     -   111,208.46 12,774,164.80   iFT  1.00008520   -0 52 17.2
 AB3093;UTM  16      - 4,628,217.715   612,389.400   MT  0.99975543   +0 54 06.2
 AB3093
 AB3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3093!SPC MI S     -   0.99996628  x   1.00008520  =   1.00005148
 AB3093!UTM  16      -   0.99996628  x   0.99975543  =   0.99972172
 AB3093
 AB3093                          SUPERSEDED SURVEY CONTROL
 AB3093
 AB3093  ELLIP H (05/08/96)  214.99   (m)                       GP(       ) 1 1
 AB3093
 AB3093.Superseded values are not recommended for survey control.
 AB3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3093.See file dsdata.txt to determine how the superseded data were derived.
 AB3093
 AB3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1238928218(NAD 83)
 AB3093_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3093_STAMPING: 78202 1994
 AB3093_MARK LOGO: MIDT  
 AB3093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3093+STABILITY: SURFACE MOTION
 AB3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3093+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AB3093
 AB3093  HISTORY     - Date     Condition        Report By
 AB3093  HISTORY     - 1994     MONUMENTED       MIDT
 AB3093  HISTORY     - 20020322 GOOD             WOOLPT
 AB3093  HISTORY     - 20030512 GOOD             NGS
 AB3093
 AB3093                          STATION DESCRIPTION
 AB3093
 AB3093'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3093'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE CONSTANTINE
 AB3093'QUADRANGLE MAP IN THE SOUTHEAST QUARTER OF SECTION 1, T-8-S, R-12-W,
 AB3093'MOTTVILLE TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) SOUTH OF CONSTANTINE, 11.2
 AB3093'MI (18.0 KM) WEST OF STURGIS, 5.0 MI (8.0 KM) EAST OF MOTTVILLE ON THE
 AB3093'SOUTH SIDE OF U.S.  HIGHWAY 12.  TO REACH FROM THE INTERSECTION OF
 AB3093'U.S.  HIGHWAY 12 AND U.S.  HIGHWAY 131 ABOUT 1.0 MI (1.6 KM) WEST OF
 AB3093'WHITE PIGEON, GO EAST ALONG U.S.  HIGHWAY 12 FOR 0.8 MI (1.3 KM) TO
 AB3093'THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS APPROXIMATELY 30.3
 AB3093'FT (9.2 M) SOUTH FROM THE CENTER OF U.S.  HIGHWAY 12, 83.0 FT (25.3 M)
 AB3093'NORTHEAST FROM A 28-INCH HICKORY TREE, 12.4 FT (3.8 M) NORTH FROM THE
 AB3093'NORTH EDGE OF AN EAST AND WEST SIDEWALK, 40.6 FT (12.4 M) NORTH FROM A
 AB3093'WOOD SIGN POST, 50.7 FT (15.5 M) WEST FROM A STEEL SIGN POST, 80.0 FT
 AB3093'(24.4 M) WEST FROM THE CENTER OF STATE STREET AND 74.2 FT (22.6 M)
 AB3093'EAST FROM A CARSONITE WITNESS POST.
 AB3093
 AB3093                          STATION RECOVERY (2002)
 AB3093
 AB3093'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (RMC)
 AB3093'RECOVERED IN GOOD CONDITION.
 AB3093
 AB3093                          STATION RECOVERY (2003)
 AB3093
 AB3093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AB3093'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3095 ***********************************************************************
 AB3095  DESIGNATION -  78203
 AB3095  PID         -  AB3095
 AB3095  STATE/COUNTY-  MI/ST JOSEPH
 AB3095  USGS QUAD   -  STURGIS (1982)
 AB3095
 AB3095                         *CURRENT SURVEY CONTROL
 AB3095  ___________________________________________________________________
 AB3095* NAD 83(1994)-  41 48 22.47203(N)    085 26 51.64285(W)     ADJUSTED  
 AB3095* NAVD 88     -       276.2    (meters)     906.     (feet)  GPS OBS   
 AB3095  ___________________________________________________________________
 AB3095  X           -     377,921.773 (meters)                     COMP
 AB3095  Y           -  -4,746,531.967 (meters)                     COMP
 AB3095  Z           -   4,229,748.344 (meters)                     COMP
 AB3095  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AB3095  ELLIP HEIGHT-         243.03  (meters)          (07/12/02) GPS OBS
 AB3095  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AB3095
 AB3095  HORZ ORDER  -  FIRST
 AB3095  ELLP ORDER  -  FOURTH    CLASS I
 AB3095
 AB3095.The horizontal coordinates were established by GPS observations
 AB3095.and adjusted by the National Geodetic Survey in May 1996..
 AB3095
 AB3095.The orthometric height was determined by GPS observations and a
 AB3095.high-resolution geoid model.
 AB3095
 AB3095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3095
 AB3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3095
 AB3095.The ellipsoidal height was determined by GPS observations
 AB3095.and is referenced to NAD 83.
 AB3095
 AB3095.The geoid height was determined by GEOID03.
 AB3095
 AB3095;                    North         East     Units Scale Factor Converg.
 AB3095;SPC MI S     -    34,594.682 3,910,161.217   MT  1.00008247   -0 44 08.4
 AB3095;SPC MI S     -   113,499.61 12,828,612.92   iFT  1.00008247   -0 44 08.4
 AB3095;UTM  16      - 4,629,428.503   628,950.615   MT  0.99980462   +1 02 05.8
 AB3095
 AB3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3095!SPC MI S     -   0.99996188  x   1.00008247  =   1.00004435
 AB3095!UTM  16      -   0.99996188  x   0.99980462  =   0.99976651
 AB3095
 AB3095                          SUPERSEDED SURVEY CONTROL
 AB3095
 AB3095  ELLIP H (05/08/96)  243.06   (m)                       GP(       ) 1 1
 AB3095
 AB3095.Superseded values are not recommended for survey control.
 AB3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3095.See file dsdata.txt to determine how the superseded data were derived.
 AB3095
 AB3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2895129429(NAD 83)
 AB3095_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3095_STAMPING: 78203 1994
 AB3095_MARK LOGO: MIDT  
 AB3095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3095+STABILITY: SURFACE MOTION
 AB3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3095+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3095
 AB3095  HISTORY     - Date     Condition        Report By
 AB3095  HISTORY     - 1994     MONUMENTED       MIDT
 AB3095
 AB3095                          STATION DESCRIPTION
 AB3095
 AB3095'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3095'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE STURGIS QUADRANGLE
 AB3095'MAP IN THE NORTHWEST 1/4 OF SECTION 2, T-8-S, R-10-W, IN THE CITY OF
 AB3095'STURGIS.  ABOUT 11.0 MI (17.7 KM) EAST OF WHITE PIGEON, 9.0 MI (14.5
 AB3095'KM) SOUTHEAST OF CENTREVILLE, 11.5 MI (18.5 KM) SOUTHWEST OF COLON ON
 AB3095'THE EAST SIDE OF WHITE SCHOOL ROAD.  TO REACH FROM THE INTERSECTION OF
 AB3095'U.S.  HIGHWAY 12 AND STATE HIGHWAY M-66 IN THE CITY OF STURGIS GO WEST
 AB3095'ALONG U.S.  HIGHWAY 12 FOR 1.5 MI (2.4 KM) TO WHITE SCHOOL ROAD.  TURN
 AB3095'RIGHT AND GO NORTH ON WHITE SCHOOL ROAD FOR 0.7 MI (1.1 KM) TO STATION
 AB3095'ON THE RIGHT ON THE EAST SIDE OF THE ROAD AS DESCRIBED.  STATION IS
 AB3095'28.2 FT (8.6 M) EAST FROM THE CENTER OF WHITE SCHOOL ROAD, 59.1 FT
 AB3095'(18.0 M) SOUTH FROM A UTILITY POLE, 66.0 FT (20.1 M) EAST FROM A
 AB3095'20-INCH OAK TREE, 4.0 FT (1.2 M) WEST FROM A NORTH AND SOUTH FENCE,
 AB3095'AND 1.8 FT (0.5 M) WEST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3096 ***********************************************************************
 AB3096  DESIGNATION -  78204
 AB3096  PID         -  AB3096
 AB3096  STATE/COUNTY-  MI/ST JOSEPH
 AB3096  USGS QUAD   -  STURGIS (1982)
 AB3096
 AB3096                         *CURRENT SURVEY CONTROL
 AB3096  ___________________________________________________________________
 AB3096* NAD 83(1994)-  41 49 03.28635(N)    085 25 42.93111(W)     ADJUSTED  
 AB3096* NAVD 88     -       282.7    (meters)     927.     (feet)  GPS OBS   
 AB3096  ___________________________________________________________________
 AB3096  X           -     379,436.414 (meters)                     COMP
 AB3096  Y           -  -4,745,573.830 (meters)                     COMP
 AB3096  Z           -   4,230,691.326 (meters)                     COMP
 AB3096  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AB3096  ELLIP HEIGHT-         249.62  (meters)          (07/12/02) GPS OBS
 AB3096  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AB3096
 AB3096  HORZ ORDER  -  FIRST
 AB3096  ELLP ORDER  -  FOURTH    CLASS I
 AB3096
 AB3096.The horizontal coordinates were established by GPS observations
 AB3096.and adjusted by the National Geodetic Survey in May 1996..
 AB3096
 AB3096.The orthometric height was determined by GPS observations and a
 AB3096.high-resolution geoid model.
 AB3096
 AB3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3096
 AB3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3096
 AB3096.The ellipsoidal height was determined by GPS observations
 AB3096.and is referenced to NAD 83.
 AB3096
 AB3096.The geoid height was determined by GEOID03.
 AB3096
 AB3096;                    North         East     Units Scale Factor Converg.
 AB3096;SPC MI S     -    35,833.728 3,911,763.230   MT  1.00007881   -0 43 21.6
 AB3096;SPC MI S     -   117,564.72 12,833,868.86   iFT  1.00007881   -0 43 21.6
 AB3096;UTM  16      - 4,630,716.103   630,513.152   MT  0.99980961   +1 02 52.4
 AB3096
 AB3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3096!SPC MI S     -   0.99996085  x   1.00007881  =   1.00003966
 AB3096!UTM  16      -   0.99996085  x   0.99980961  =   0.99977047
 AB3096
 AB3096                          SUPERSEDED SURVEY CONTROL
 AB3096
 AB3096  ELLIP H (05/08/96)  249.64   (m)                       GP(       ) 1 1
 AB3096
 AB3096.Superseded values are not recommended for survey control.
 AB3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3096.See file dsdata.txt to determine how the superseded data were derived.
 AB3096
 AB3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3051330716(NAD 83)
 AB3096_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3096_STAMPING: 78204 1994
 AB3096_MARK LOGO: MIDT  
 AB3096_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3096+STABILITY: SURFACE MOTION
 AB3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3096+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3096
 AB3096  HISTORY     - Date     Condition        Report By
 AB3096  HISTORY     - 1994     MONUMENTED       MIDT
 AB3096
 AB3096                          STATION DESCRIPTION
 AB3096
 AB3096'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3096'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE STURGIS QUADRANGLE
 AB3096'MAP IN THE SOUTHEAST 1/4 OF SECTION 35, T-7-S, R-10-W, SHERMAN
 AB3096'TOWNSHIP.  ABOUT 12.0 MI (19.3 KM) NORTHEAST OF WHITE PIGEON, 5.5 MI
 AB3096'(8.9 KM) SOUTHWEST OF BURR OAK, 7.5 MI (12.1 KM) SOUTHEAST OF
 AB3096'CENTREVILLE ON THE WEST SIDE OF CENTREVILLE ROAD IN THE CITY OF
 AB3096'STURGIS.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY 12 AND STATE
 AB3096'HIGHWAY M-66 NORTHBOUND IN THE CITY OF STURGIS GO WEST ALONG U.S.
 AB3096'HIGHWAY 12 FOR 0.5 MI (0.8 KM) TO CENTREVILLE ROAD.  TURN RIGHT AND GO
 AB3096'NORTH ALONG CENTREVILLE ROAD FOR 1.3 MI (2.1 KM) TO STATION ON THE
 AB3096'LEFT AS DESCRIBED.  STATION IS APPROXIMATELY 40.2 FT (12.3 M) WEST
 AB3096'FROM THE CENTER OF CENTREVILLE ROAD.  STATION IS 55.3 FT (16.9 M)
 AB3096'NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE BASE OF A HIGH
 AB3096'VOLTAGE ELECTRICAL BOX, 12 FT (3.7 M) NORTH OF THE CENTER OF A 12 FT
 AB3096'(3.7 M) DIRT DRIVE TO THE WEST, 135.3 FT (41.2 M) SOUTHWEST FROM A
 AB3096'FIRE HYDRANT, 58.6 FT (17.9 M) SOUTHWEST OF A MONUMENT BOX AT THE
 AB3096'CENTER OF NORTH CENTREVILLE ROAD AND 1.9 FT (0.6 M) EAST FROM A
 AB3096'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3097 ***********************************************************************
 AB3097  DESIGNATION -  78205
 AB3097  PID         -  AB3097
 AB3097  STATE/COUNTY-  MI/ST JOSEPH
 AB3097  USGS QUAD   -  NOTTAWA (1982)
 AB3097
 AB3097                         *CURRENT SURVEY CONTROL
 AB3097  ___________________________________________________________________
 AB3097* NAD 83(1994)-  41 53 05.35421(N)    085 24 34.95495(W)     ADJUSTED  
 AB3097* NAVD 88     -       265.6    (meters)     871.     (feet)  GPS OBS   
 AB3097  ___________________________________________________________________
 AB3097  X           -     380,600.509 (meters)                     COMP
 AB3097  Y           -  -4,740,468.614 (meters)                     COMP
 AB3097  Z           -   4,236,243.219 (meters)                     COMP
 AB3097  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AB3097  ELLIP HEIGHT-         232.46  (meters)          (07/12/02) GPS OBS
 AB3097  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 AB3097
 AB3097  HORZ ORDER  -  FIRST
 AB3097  ELLP ORDER  -  FOURTH    CLASS I
 AB3097
 AB3097.The horizontal coordinates were established by GPS observations
 AB3097.and adjusted by the National Geodetic Survey in May 1996..
 AB3097
 AB3097.The orthometric height was determined by GPS observations and a
 AB3097.high-resolution geoid model.
 AB3097
 AB3097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3097
 AB3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3097
 AB3097.The ellipsoidal height was determined by GPS observations
 AB3097.and is referenced to NAD 83.
 AB3097
 AB3097.The geoid height was determined by GEOID03.
 AB3097
 AB3097;                    North         East     Units Scale Factor Converg.
 AB3097;SPC MI S     -    43,282.544 3,913,424.631   MT  1.00005788   -0 42 35.4
 AB3097;SPC MI S     -   142,003.10 12,839,319.66   iFT  1.00005788   -0 42 35.4
 AB3097;UTM  16      - 4,638,210.788   631,943.170   MT  0.99981422   +1 03 42.8
 AB3097
 AB3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3097!SPC MI S     -   0.99996354  x   1.00005788  =   1.00002142
 AB3097!UTM  16      -   0.99996354  x   0.99981422  =   0.99977777
 AB3097
 AB3097                          SUPERSEDED SURVEY CONTROL
 AB3097
 AB3097  ELLIP H (05/08/96)  232.49   (m)                       GP(       ) 1 1
 AB3097
 AB3097.Superseded values are not recommended for survey control.
 AB3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3097.See file dsdata.txt to determine how the superseded data were derived.
 AB3097
 AB3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3194338211(NAD 83)
 AB3097_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3097_STAMPING: 78205 1994
 AB3097_MARK LOGO: MIDT  
 AB3097_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3097+STABILITY: SURFACE MOTION
 AB3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3097+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3097
 AB3097  HISTORY     - Date     Condition        Report By
 AB3097  HISTORY     - 1994     MONUMENTED       MIDT
 AB3097
 AB3097                          STATION DESCRIPTION
 AB3097
 AB3097'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3097'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3097'MAP IN THE NORTHEAST 1/4 OF SECTION 1, T-7-S, R-10-W, NOTTAWA
 AB3097'TOWNSHIP.  ABOUT 6.1 MI (9.8 KM) NORTH OF STURGIS, 3.0 MI (4.8 KM)
 AB3097'SOUTHEAST OF NOTTAWA, 6.5 MI (10.5 KM) SOUTHEAST OF CENTREVILLE ON THE
 AB3097'WEST SIDE OF STATE HIGHWAY M-66.  TO REACH FROM THE INTERSECTION OF
 AB3097'U.S.  HIGHWAY 12 AND STATE HIGHWAY M-66 NORTHBOUND IN THE CITY OF
 AB3097'STURGIS GO NORTH ALONG STATE HIGHWAY M-66 6.1 MI (9.8 KM) TO STATION
 AB3097'ON THE LEFT AS DESCRIBED.  STATION IS 25.7 FT (7.8 M) WEST FROM THE
 AB3097'CENTER OF STATE HIGHWAY M-66, 72.0 FT (21.9 M) SOUTHEAST FROM A
 AB3097'UTILITY POLE, 22.0 FT (6.7 M) EAST FROM A NORTH-SOUTH FENCE, 51.4 FT
 AB3097'(15.7 M) NORTHEAST FROM A NORTH GATE POST, 3.0 FT (0.9 M) EAST FROM A
 AB3097'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3098 ***********************************************************************
 AB3098  DESIGNATION -  78206
 AB3098  PID         -  AB3098
 AB3098  STATE/COUNTY-  MI/ST JOSEPH
 AB3098  USGS QUAD   -  NOTTAWA (1982)
 AB3098
 AB3098                         *CURRENT SURVEY CONTROL
 AB3098  ___________________________________________________________________
 AB3098* NAD 83(1994)-  41 54 07.74774(N)    085 24 34.41008(W)     ADJUSTED  
 AB3098* NAVD 88     -       259.4    (meters)     851.     (feet)  GPS OBS   
 AB3098  ___________________________________________________________________
 AB3098  X           -     380,509.787 (meters)                     COMP
 AB3098  Y           -  -4,739,181.714 (meters)                     COMP
 AB3098  Z           -   4,237,672.162 (meters)                     COMP
 AB3098  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AB3098  ELLIP HEIGHT-         226.35  (meters)          (07/12/02) GPS OBS
 AB3098  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AB3098
 AB3098  HORZ ORDER  -  FIRST
 AB3098  ELLP ORDER  -  FOURTH    CLASS I
 AB3098
 AB3098.The horizontal coordinates were established by GPS observations
 AB3098.and adjusted by the National Geodetic Survey in May 1996..
 AB3098
 AB3098.The orthometric height was determined by GPS observations and a
 AB3098.high-resolution geoid model.
 AB3098
 AB3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3098
 AB3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3098
 AB3098.The ellipsoidal height was determined by GPS observations
 AB3098.and is referenced to NAD 83.
 AB3098
 AB3098.The geoid height was determined by GEOID03.
 AB3098
 AB3098;                    North         East     Units Scale Factor Converg.
 AB3098;SPC MI S     -    45,207.381 3,913,461.039   MT  1.00005270   -0 42 35.0
 AB3098;SPC MI S     -   148,318.18 12,839,439.10   iFT  1.00005270   -0 42 35.0
 AB3098;UTM  16      - 4,640,135.367   631,920.049   MT  0.99981415   +1 03 44.4
 AB3098
 AB3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3098!SPC MI S     -   0.99996450  x   1.00005270  =   1.00001720
 AB3098!UTM  16      -   0.99996450  x   0.99981415  =   0.99977866
 AB3098
 AB3098                          SUPERSEDED SURVEY CONTROL
 AB3098
 AB3098  ELLIP H (05/08/96)  226.37   (m)                       GP(       ) 1 1
 AB3098
 AB3098.Superseded values are not recommended for survey control.
 AB3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3098.See file dsdata.txt to determine how the superseded data were derived.
 AB3098
 AB3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3192040135(NAD 83)
 AB3098_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3098_STAMPING: 78206 1994
 AB3098_MARK LOGO: MIDT  
 AB3098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3098+STABILITY: SURFACE MOTION
 AB3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3098+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3098
 AB3098  HISTORY     - Date     Condition        Report By
 AB3098  HISTORY     - 1994     MONUMENTED       MIDT
 AB3098
 AB3098                          STATION DESCRIPTION
 AB3098
 AB3098'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3098'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3098'MAP IN THE SOUTHWEST 1/4 OF SECTION 31, T-6-S, R-9-W, COLON TOWNSHIP.
 AB3098'ABOUT 7.3 MI (11.7 KM) NORTH OF STURGIS, 5.0 MI (8.0 KM) SOUTHWEST OF
 AB3098'COLON, 7.5 MI (12.1 KM) SOUTHEAST OF CENTREVILLE ON THE EAST SIDE OF
 AB3098'STATE HIGHWAY M-66.  TO REACH FROM THE INTERSECTION OF U.S.  HIGHWAY
 AB3098'12 AND STATE HIGHWAY M-66 NORTHBOUND IN THE CITY OF STURGIS GO NORTH
 AB3098'ALONG STATE HIGHWAY M-66 FOR 7.3 MI (11.7 KM) TO STATION ON THE RIGHT
 AB3098'AS DESCRIBED.  STATION IS 53.2 FT (16.2 M) SOUTHWEST FROM THE
 AB3098'SOUTHWEST CORNER OF A BARN, 60.1 FT (18.3 M) SOUTH FROM THE SOUTH END
 AB3098'OF A CONCRETE CULVERT, 32.0 FT (9.8 M) EAST FROM THE CENTER OF STATE
 AB3098'HIGHWAY M-66 AND 2.5 FT (0.8 M) WEST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3099 ***********************************************************************
 AB3099  DESIGNATION -  78207
 AB3099  PID         -  AB3099
 AB3099  STATE/COUNTY-  MI/ST JOSEPH
 AB3099  USGS QUAD   -  NOTTAWA (1982)
 AB3099
 AB3099                         *CURRENT SURVEY CONTROL
 AB3099  ___________________________________________________________________
 AB3099* NAD 83(1994)-  41 56 54.65295(N)    085 24 35.78042(W)     ADJUSTED  
 AB3099* NAVD 88     -       264.1    (meters)     866.     (feet)  GPS OBS   
 AB3099  ___________________________________________________________________
 AB3099  X           -     380,203.222 (meters)                     COMP
 AB3099  Y           -  -4,735,757.892 (meters)                     COMP
 AB3099  Z           -   4,241,506.807 (meters)                     COMP
 AB3099  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AB3099  ELLIP HEIGHT-         231.05  (meters)          (07/12/02) GPS OBS
 AB3099  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AB3099
 AB3099  HORZ ORDER  -  FIRST
 AB3099  ELLP ORDER  -  FOURTH    CLASS I
 AB3099
 AB3099.The horizontal coordinates were established by GPS observations
 AB3099.and adjusted by the National Geodetic Survey in May 1996..
 AB3099
 AB3099.The orthometric height was determined by GPS observations and a
 AB3099.high-resolution geoid model.
 AB3099
 AB3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3099
 AB3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3099
 AB3099.The ellipsoidal height was determined by GPS observations
 AB3099.and is referenced to NAD 83.
 AB3099
 AB3099.The geoid height was determined by GEOID03.
 AB3099
 AB3099;                    North         East     Units Scale Factor Converg.
 AB3099;SPC MI S     -    50,357.188 3,913,493.266   MT  1.00003930   -0 42 35.9
 AB3099;SPC MI S     -   165,213.87 12,839,544.84   iFT  1.00003930   -0 42 35.9
 AB3099;UTM  16      - 4,645,282.512   631,792.998   MT  0.99981373   +1 03 47.0
 AB3099
 AB3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3099!SPC MI S     -   0.99996376  x   1.00003930  =   1.00000306
 AB3099!UTM  16      -   0.99996376  x   0.99981373  =   0.99977750
 AB3099
 AB3099                          SUPERSEDED SURVEY CONTROL
 AB3099
 AB3099  ELLIP H (05/08/96)  231.07   (m)                       GP(       ) 1 1
 AB3099
 AB3099.Superseded values are not recommended for survey control.
 AB3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3099.See file dsdata.txt to determine how the superseded data were derived.
 AB3099
 AB3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3179345283(NAD 83)
 AB3099_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3099_STAMPING: 78207 1994
 AB3099_MARK LOGO: MIDT  
 AB3099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3099+STABILITY: SURFACE MOTION
 AB3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3099+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3099
 AB3099  HISTORY     - Date     Condition        Report By
 AB3099  HISTORY     - 1994     MONUMENTED       MIDT
 AB3099
 AB3099                          STATION DESCRIPTION
 AB3099
 AB3099'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3099'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3099'MAP IN THE NORTHEAST 1/4 OF SECTION 13, T-6-S, R-10-W, NOTTAWA
 AB3099'TOWNSHIP.  ABOUT 10.5 MI (16.9 KM) NORTH OF STURGIS, 4.5 MI (7.2 KM)
 AB3099'WEST OF COLON, 6.0 MI (9.7 KM) NORTHEAST OF CENTREVILLE JUST SOUTH OF
 AB3099'A BRIDGE AND WEST OF THE CENTER OF STATE HIGHWAY M-66 BEHIND A GUARD
 AB3099'RAIL.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-66 NORTHBOUND
 AB3099'AND U.S.  HIGHWAY 12 IN THE CITY OF STURGIS GO NORTH ALONG STATE
 AB3099'HIGHWAY M-66 FOR 10.5 MI (16.9 KM) TO THE STATION ON THE LEFT AS
 AB3099'DESCRIBED.  STATION IS 15.1 FT (4.6 M) SOUTH FROM A STEEL SIGN POST
 AB3099'(JCT M-86) , 2.2 FT (0.7 M) WEST FROM A GUARD RAIL, 22.0 FT (6.7 M)
 AB3099'WEST FROM THE CENTER OF STATE HIGHWAY M-66, AND 2.5 FT (0.8 M) EAST
 AB3099'FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3100 ***********************************************************************
 AB3100  DESIGNATION -  78208
 AB3100  PID         -  AB3100
 AB3100  STATE/COUNTY-  MI/ST JOSEPH
 AB3100  USGS QUAD   -  NOTTAWA (1982)
 AB3100
 AB3100                         *CURRENT SURVEY CONTROL
 AB3100  ___________________________________________________________________
 AB3100* NAD 83(1994)-  41 57 05.46705(N)    085 23 25.28832(W)     ADJUSTED  
 AB3100* NAVD 88     -       259.4    (meters)     851.     (feet)  GPS OBS   
 AB3100  ___________________________________________________________________
 AB3100  X           -     381,803.462 (meters)                     COMP
 AB3100  Y           -  -4,735,401.845 (meters)                     COMP
 AB3100  Z           -   4,241,751.800 (meters)                     COMP
 AB3100  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AB3100  ELLIP HEIGHT-         226.32  (meters)          (07/12/02) GPS OBS
 AB3100  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 AB3100
 AB3100  HORZ ORDER  -  FIRST
 AB3100  ELLP ORDER  -  FOURTH    CLASS I
 AB3100
 AB3100.The horizontal coordinates were established by GPS observations
 AB3100.and adjusted by the National Geodetic Survey in May 1996..
 AB3100
 AB3100.The orthometric height was determined by GPS observations and a
 AB3100.high-resolution geoid model.
 AB3100
 AB3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3100
 AB3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3100
 AB3100.The ellipsoidal height was determined by GPS observations
 AB3100.and is referenced to NAD 83.
 AB3100
 AB3100.The geoid height was determined by GEOID03.
 AB3100
 AB3100;                    North         East     Units Scale Factor Converg.
 AB3100;SPC MI S     -    50,670.898 3,915,120.884   MT  1.00003846   -0 41 47.9
 AB3100;SPC MI S     -   166,243.10 12,844,884.79   iFT  1.00003846   -0 41 47.9
 AB3100;UTM  16      - 4,645,646.348   633,409.771   MT  0.99981901   +1 04 34.3
 AB3100
 AB3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3100!SPC MI S     -   0.99996450  x   1.00003846  =   1.00000296
 AB3100!UTM  16      -   0.99996450  x   0.99981901  =   0.99978352
 AB3100
 AB3100                          SUPERSEDED SURVEY CONTROL
 AB3100
 AB3100  ELLIP H (05/08/96)  226.34   (m)                       GP(       ) 1 1
 AB3100
 AB3100.Superseded values are not recommended for survey control.
 AB3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3100.See file dsdata.txt to determine how the superseded data were derived.
 AB3100
 AB3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3341045646(NAD 83)
 AB3100_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3100_STAMPING: 78208 1994
 AB3100_MARK LOGO: MIDT  
 AB3100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3100+STABILITY: SURFACE MOTION
 AB3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3100+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB3100
 AB3100  HISTORY     - Date     Condition        Report By
 AB3100  HISTORY     - 1994     MONUMENTED       MIDT
 AB3100
 AB3100                          STATION DESCRIPTION
 AB3100
 AB3100'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (DR)
 AB3100'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE NOTTAWA QUADRANGLE
 AB3100'MAP IN THE NORTHEAST 1/4 OF SECTION 18, T-6-S, R-9-W, COLON TOWNSHIP.
 AB3100'ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF COLON, 8.0 MI (12.9 KM) NORTHEAST
 AB3100'OF CENTREVILLE, 10.5 MI (16.9 KM) NORTH OF STURGIS IN THE SOUTHWEST
 AB3100'QUADRANT OF THE INTERSECTION OF STATE HIGHWAY M-86 AND LEPLEY ROAD.
 AB3100'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-86 AND STATE HIGHWAY
 AB3100'M-66 ABOUT 9.5 MI (15.3 KM) NORTH OF STURGIS GO EAST ALONG STATE
 AB3100'HIGHWAY M-86 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT AS
 AB3100'DESCRIBED.  STATION IS 82.1 FT (25.0 M) WEST FROM A CONCRETE RIGHT OF
 AB3100'WAY MARKER, 74.2 FT (22.6 M) WEST FROM A STEEL (STOP) SIGN POST, 59.0
 AB3100'FT (18.0 M) NORTH FROM AN EAST-WEST RIGHT OF WAY FENCE, 58.5 FT (17.8
 AB3100'M) NORTHWEST FROM A (GTE) CABLE BOX, 54.2 FT (16.5 M) NORTHWEST FROM A
 AB3100'UTILITY POLE AND 3.0 FT (0.9 M) NORTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0687 ***********************************************************************
 NF0687  DESIGNATION -  784
 NF0687  PID         -  NF0687
 NF0687  STATE/COUNTY-  MI/ALLEGAN
 NF0687  USGS QUAD   -  WAYLAND (1982)
 NF0687
 NF0687                         *CURRENT SURVEY CONTROL
 NF0687  ___________________________________________________________________
 NF0687* NAD 83(1986)-  42 37 48.     (N)    085 39 06.     (W)     SCALED    
 NF0687* NAVD 88     -       238.930  (meters)     783.89   (feet)  ADJUSTED  
 NF0687  ___________________________________________________________________
 NF0687  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NF0687  DYNAMIC HT  -         238.863 (meters)     783.67  (feet)  COMP
 NF0687  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 NF0687
 NF0687  VERT ORDER  -  SECOND    CLASS 0
 NF0687
 NF0687.The horizontal coordinates were scaled from a topographic map and have
 NF0687.an estimated accuracy of +/- 6 seconds.
 NF0687
 NF0687.The orthometric height was determined by differential leveling
 NF0687.and adjusted by the National Geodetic Survey in June 1991..
 NF0687
 NF0687.The geoid height was determined by GEOID03.
 NF0687
 NF0687.The dynamic height is computed by dividing the NAVD 88
 NF0687.geopotential number by the normal gravity value computed on the
 NF0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0687.degrees latitude (g = 980.6199 gals.).
 NF0687
 NF0687.The modeled gravity was interpolated from observed gravity values.
 NF0687
 NF0687;                    North         East    Units  Estimated Accuracy
 NF0687;SPC MI S     -   126,320.    3,894,610.      MT  (+/- 180 meters Scaled)
 NF0687
 NF0687                          SUPERSEDED SURVEY CONTROL
 NF0687
 NF0687  NGVD 29 (??/??/92)  239.062  (m)          784.32   (f) ADJ UNCH    2 0
 NF0687
 NF0687.Superseded values are not recommended for survey control.
 NF0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0687.See file dsdata.txt to determine how the superseded data were derived.
 NF0687
 NF0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN105206(NAD 83)
 NF0687_MARKER: P = PIPE CAP
 NF0687_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0687_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0687_STAMPING: MICH 784 784.467
 NF0687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0687
 NF0687  HISTORY     - Date     Condition        Report By
 NF0687  HISTORY     - UNK      MONUMENTED       USGS
 NF0687  HISTORY     - 1948     GOOD             NGS
 NF0687  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0687  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0687  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NF0687
 NF0687                          STATION DESCRIPTION
 NF0687
 NF0687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0687'AT BRADLEY.
 NF0687'AT BRADLEY, ALONG THE PENNSYLVANIA RAILROAD, AT THE MAIN EAST-WEST
 NF0687'CROSSROAD, ABOUT 0.5 MILE WEST OF THE MAIN CROSSROADS ON U.S.
 NF0687'HIGHWAY 131, 51 FEET EAST AND ACROSS THE TRACK FROM MILE POST
 NF0687'210, 39 FEET EAST OF THE EAST RAIL, 29 FEET SOUTH OF THE CENTER
 NF0687'LINE OF THE ROAD, 5.5 FEET NORTHEAST OF A FENCE CORNER, 12 FEET
 NF0687'NORTHEAST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN
 NF0687'WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND ROAD AND SET ON
 NF0687'THE TOP OF A PIPE PROJECTING 5 INCHES.
 NF0687
 NF0687                          STATION RECOVERY (1983)
 NF0687
 NF0687'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0687'MARK NOT FOUND.
 NF0687
 NF0687                          STATION RECOVERY (1987)
 NF0687
 NF0687'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0687'MARK NOT FOUND.
 NF0687
 NF0687                          STATION RECOVERY (1988)
 NF0687
 NF0687'RECOVERY NOTE BY US POWER SQUADRON 1988 (JDK)
 NF0687'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9175 ***********************************************************************
 DG9175  DESIGNATION -  78400
 DG9175  PID         -  DG9175
 DG9175  STATE/COUNTY-  MI/ST JOSEPH
 DG9175  USGS QUAD   -  CONSTANTINE (1972)
 DG9175
 DG9175                         *CURRENT SURVEY CONTROL
 DG9175  ___________________________________________________________________
 DG9175* NAD 83(1986)-  41 47 45.     (N)    085 40 56.     (W)     SCALED    
 DG9175* NAVD 88     -       247.357  (meters)     811.54   (feet)  ADJUSTED  
 DG9175  ___________________________________________________________________
 DG9175  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 DG9175  DYNAMIC HT  -         247.269 (meters)     811.25  (feet)  COMP
 DG9175  MODELED GRAV-     980,258.2   (mgal)                       NAVD 88
 DG9175
 DG9175  VERT ORDER  -  FIRST     CLASS II
 DG9175
 DG9175.The horizontal coordinates were scaled from a topographic map and have
 DG9175.an estimated accuracy of +/- 6 seconds.
 DG9175
 DG9175.The orthometric height was determined by differential leveling
 DG9175.and adjusted by the National Geodetic Survey in March 2005..
 DG9175
 DG9175.The geoid height was determined by GEOID03.
 DG9175
 DG9175.The dynamic height is computed by dividing the NAVD 88
 DG9175.geopotential number by the normal gravity value computed on the
 DG9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9175.degrees latitude (g = 980.6199 gals.).
 DG9175
 DG9175.The modeled gravity was interpolated from observed gravity values.
 DG9175
 DG9175;                    North         East    Units  Estimated Accuracy
 DG9175;SPC MI S     -    33,720.    3,890,650.      MT  (+/- 180 meters Scaled)
 DG9175
 DG9175                          SUPERSEDED SURVEY CONTROL
 DG9175
 DG9175.No superseded survey control is available for this station.
 DG9175
 DG9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM094279(NAD 83)
 DG9175_MARKER: DD = SURVEY DISK
 DG9175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9175_STAMPING: 78400 2001
 DG9175_MARK LOGO: MIDT  
 DG9175_PROJECTION: FLUSH
 DG9175_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9175+STABILITY: SURFACE MOTION
 DG9175
 DG9175  HISTORY     - Date     Condition        Report By
 DG9175  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9175  HISTORY     - 20030512 GOOD             NGS
 DG9175
 DG9175                          STATION DESCRIPTION
 DG9175
 DG9175'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9175'STATION IS LOCATED ABOUT 2.0 MILES WEST OF WHITE PIGEON.  IT IS IN THE
 DG9175'SOUTHEAST 1/4 OF SECTION 3, T-8-S, R-12-W, MOTTVILLE TOWNSHIP AND ON
 DG9175'HIGHWAY RIGHT-OF-WAY.
 DG9175' 
 DG9175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12  AT
 DG9175'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 1.0  MILE TO
 DG9175'THE INTERSECTION OF BLUE SCHOOL RD AND THE STATION SET IN  THE
 DG9175'SOUTHWEST QUADRANT OF THIS INTERSECTION.   THE STATION IS A DEPARTMENT
 DG9175'OF TRANSPORTATION DISK, SET INTO THE  TOP OF A 12-INCH CYCLINDRICAL
 DG9175'CONCRETE MONUMENT FLUSH WITH THE  GROUND SURFACE.  IT IS 1.0 FT NORTH
 DG9175'OF A UTILITY POLE, 35.0 FT WEST OF  THE CENTERLINE OF BLUE SCHOOL RD
 DG9175'AND 73.5 FT SOUTH OF THE  CENTERLINE OF HWY 12.
 DG9175' 
 DG9175'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9155 ***********************************************************************
 DG9155  DESIGNATION -  78401
 DG9155  PID         -  DG9155
 DG9155  STATE/COUNTY-  MI/ST JOSEPH
 DG9155  USGS QUAD   -  CONSTANTINE (1972)
 DG9155
 DG9155                         *CURRENT SURVEY CONTROL
 DG9155  ___________________________________________________________________
 DG9155* NAD 83(1986)-  41 47 46.     (N)    085 42 39.     (W)     SCALED    
 DG9155* NAVD 88     -       245.645  (meters)     805.92   (feet)  ADJUSTED  
 DG9155  ___________________________________________________________________
 DG9155  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 DG9155  DYNAMIC HT  -         245.557 (meters)     805.63  (feet)  COMP
 DG9155  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 DG9155
 DG9155  VERT ORDER  -  FIRST     CLASS II
 DG9155
 DG9155.The horizontal coordinates were scaled from a topographic map and have
 DG9155.an estimated accuracy of +/- 6 seconds.
 DG9155
 DG9155.The orthometric height was determined by differential leveling
 DG9155.and adjusted by the National Geodetic Survey in March 2005..
 DG9155
 DG9155.The geoid height was determined by GEOID03.
 DG9155
 DG9155.The dynamic height is computed by dividing the NAVD 88
 DG9155.geopotential number by the normal gravity value computed on the
 DG9155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9155.degrees latitude (g = 980.6199 gals.).
 DG9155
 DG9155.The modeled gravity was interpolated from observed gravity values.
 DG9155
 DG9155;                    North         East    Units  Estimated Accuracy
 DG9155;SPC MI S     -    33,780.    3,888,280.      MT  (+/- 180 meters Scaled)
 DG9155
 DG9155                          SUPERSEDED SURVEY CONTROL
 DG9155
 DG9155.No superseded survey control is available for this station.
 DG9155
 DG9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM071279(NAD 83)
 DG9155_MARKER: DD = SURVEY DISK
 DG9155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9155_STAMPING: 78401 2001
 DG9155_MARK LOGO: MIDT  
 DG9155_PROJECTION: FLUSH
 DG9155_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9155+STABILITY: SURFACE MOTION
 DG9155
 DG9155  HISTORY     - Date     Condition        Report By
 DG9155  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9155  HISTORY     - 20030512 GOOD             NGS
 DG9155
 DG9155                          STATION DESCRIPTION
 DG9155
 DG9155'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9155'STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF WHITE PIGEON, IN THE
 DG9155'SOUTHEAST 1/4 OF SECTION 4, T-8-S, R-12-W, MOTTVILLE TOWNSHIP AND ON
 DG9155'HIGHWAY RIGHT-OF-WAY PROPERTY.
 DG9155' 
 DG9155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12  AT
 DG9155'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 2.4  MILES TO
 DG9155'A ONE STORY HOUSE ON THE LEFT AND THE STATION SET JUST  WEST OF THE
 DG9155'DRIVEWAY AT THE END OF AND OLD FENCE LINE.
 DG9155' 
 DG9155'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET  INTO
 DG9155'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH  WITH THE
 DG9155'GROUND SURFACE.  IT IS 1.0 FT EAST OF THE NORTH END OF AND  OLD FENCE
 DG9155'LINE, 6.0 FT WEST OF A BLUE SPRUCE TREE, 33.0 FT WEST OF  THE
 DG9155'CENTERLINE OF THE DRIVEWAY AND 36.0 FEET SOUTH OF THE  CENTERLINE OF
 DG9155'U.S. HWY 12.
 DG9155' 
 DG9155'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MIGHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9156 ***********************************************************************
 DG9156  DESIGNATION -  78402
 DG9156  PID         -  DG9156
 DG9156  STATE/COUNTY-  MI/ST JOSEPH
 DG9156  USGS QUAD   -  CONSTANTINE (1972)
 DG9156
 DG9156                         *CURRENT SURVEY CONTROL
 DG9156  ___________________________________________________________________
 DG9156* NAD 83(1986)-  41 47 55.     (N)    085 44 25.     (W)     SCALED    
 DG9156* NAVD 88     -       240.036  (meters)     787.52   (feet)  ADJUSTED  
 DG9156  ___________________________________________________________________
 DG9156  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DG9156  DYNAMIC HT  -         239.950 (meters)     787.24  (feet)  COMP
 DG9156  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 DG9156
 DG9156  VERT ORDER  -  FIRST     CLASS II
 DG9156
 DG9156.The horizontal coordinates were scaled from a topographic map and have
 DG9156.an estimated accuracy of +/- 6 seconds.
 DG9156
 DG9156.The orthometric height was determined by differential leveling
 DG9156.and adjusted by the National Geodetic Survey in March 2005..
 DG9156
 DG9156.The geoid height was determined by GEOID03.
 DG9156
 DG9156.The dynamic height is computed by dividing the NAVD 88
 DG9156.geopotential number by the normal gravity value computed on the
 DG9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9156.degrees latitude (g = 980.6199 gals.).
 DG9156
 DG9156.The modeled gravity was interpolated from observed gravity values.
 DG9156
 DG9156;                    North         East    Units  Estimated Accuracy
 DG9156;SPC MI S     -    34,100.    3,885,830.      MT  (+/- 180 meters Scaled)
 DG9156
 DG9156                          SUPERSEDED SURVEY CONTROL
 DG9156
 DG9156.No superseded survey control is available for this station.
 DG9156
 DG9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM046281(NAD 83)
 DG9156_MARKER: DD = SURVEY DISK
 DG9156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9156_STAMPING: 78402 2001
 DG9156_MARK LOGO: MIDT  
 DG9156_PROJECTION: FLUSH
 DG9156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9156+STABILITY: SURFACE MOTION
 DG9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9156+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 DG9156
 DG9156  HISTORY     - Date     Condition        Report By
 DG9156  HISTORY     - 20010604 MONUMENTED       MIDT
 DG9156  HISTORY     - 20030512 GOOD             NGS
 DG9156
 DG9156                          STATION DESCRIPTION
 DG9156
 DG9156'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9156'STATION IS LOCATED ABOUT 5.0 MILES WEST OF WHITE PIGEON, IN THE
 DG9156'SOUTHWEST 1/4 OF SECTION 5, R-12-W, T-8-S, MOTTVILLE TOWNSHIP.
 DG9156' 
 DG9156'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 131 AND 12  AT
 DG9156'THE WEST SIDE OF WHITE PIGEON, GO WEST ON HIGHWAY 12 FOR 5.0  MILES TO
 DG9156'THE INTERSECTION OF MANN ROAD AND THE STATION IN THE  SOUTHEAST
 DG9156'QUADRANT OF THIS INTERSECTION.
 DG9156' 
 DG9156'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK, SET  INTO
 DG9156'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT, FLUSH  WITH THE
 DG9156'GROUND SURFACE.  IT IS 69.0 FEET SOUTH OF THE CENTERLINE  OF HIGHWAY
 DG9156'12, 23.0 FEET EAST OF THE CENTERLINE OF MANN RD, 18.0 FEET
 DG9156'SOUTH-SOUTHEAST OF THE EAST LEG OF A STOP SIGN AND 1.0 FEET NORTH  OF
 DG9156'A UTILITY POLE NUMBER S535-1 AND A CARSONITE WITNESS POST.
 DG9156' 
 DG9156'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9176 ***********************************************************************
 DG9176  DESIGNATION -  78403
 DG9176  PID         -  DG9176
 DG9176  STATE/COUNTY-  MI/ST JOSEPH
 DG9176  USGS QUAD   -  MOTTVILLE (1992)
 DG9176
 DG9176                         *CURRENT SURVEY CONTROL
 DG9176  ___________________________________________________________________
 DG9176* NAD 83(1986)-  41 48 02.     (N)    085 45 25.     (W)     SCALED    
 DG9176* NAVD 88     -       235.572  (meters)     772.87   (feet)  ADJUSTED  
 DG9176  ___________________________________________________________________
 DG9176  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 DG9176  DYNAMIC HT  -         235.488 (meters)     772.60  (feet)  COMP
 DG9176  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 DG9176
 DG9176  VERT ORDER  -  FIRST     CLASS II
 DG9176
 DG9176.The horizontal coordinates were scaled from a topographic map and have
 DG9176.an estimated accuracy of +/- 6 seconds.
 DG9176
 DG9176.The orthometric height was determined by differential leveling
 DG9176.and adjusted by the National Geodetic Survey in March 2005..
 DG9176
 DG9176.The geoid height was determined by GEOID03.
 DG9176
 DG9176.The dynamic height is computed by dividing the NAVD 88
 DG9176.geopotential number by the normal gravity value computed on the
 DG9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9176.degrees latitude (g = 980.6199 gals.).
 DG9176
 DG9176.The modeled gravity was interpolated from observed gravity values.
 DG9176
 DG9176;                    North         East    Units  Estimated Accuracy
 DG9176;SPC MI S     -    34,340.    3,884,450.      MT  (+/- 180 meters Scaled)
 DG9176
 DG9176                          SUPERSEDED SURVEY CONTROL
 DG9176
 DG9176.No superseded survey control is available for this station.
 DG9176
 DG9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM032283(NAD 83)
 DG9176_MARKER: DD = SURVEY DISK
 DG9176_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DG9176_SP_SET: BRIDGE WINGWALL
 DG9176_STAMPING: 78403 2001
 DG9176_MARK LOGO: MIDT  
 DG9176_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9176+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 DG9176
 DG9176  HISTORY     - Date     Condition        Report By
 DG9176  HISTORY     - 2001     MONUMENTED       NGS
 DG9176  HISTORY     - 20030512 GOOD             NGS
 DG9176
 DG9176                          STATION DESCRIPTION
 DG9176
 DG9176'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 DG9176'STATION IS LOCATED AT THE WEST SIDE OF MOTTVILLE, IN THE SOUTHWEST
 DG9176'1/4 OF SECTION 6, T-8-S, R-12-W, MOTTVILLE TOWNSHIP.
 DG9176' 
 DG9176'THE STATION IS A MICHIGAN DEPARTMENT OF TRANSPORTATION DISK  CEMENTED
 DG9176'IN A DRILL HOLE IN THE TOP STEP OF THE NORTHEAST  WINGWALL OF BRIDGE
 DG9176'OVER THE ST JOSEPH RIVER AT THE WEST SIDE OF  MOTTVILLE.  IT IS 22.0
 DG9176'FEET EAST OF THE CENTERLINE OF HIGHWAY 12, 26.0  FEET WEST OF THE
 DG9176'NORTHWEST CORNER OF A PEDESTRIAN BRIDGE OVER  ST JOSEPH RIVER, 3.0
 DG9176'FEET EAST OF A CARSONITE WITNESS POST AND  NORTHEAST CORNER OF BRIDGE.
 DG9176'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1304 ***********************************************************************
 RJ1304  DESIGNATION -  79
 RJ1304  PID         -  RJ1304
 RJ1304  STATE/COUNTY-  MI/CHIPPEWA
 RJ1304  USGS QUAD   -  OAK RIDGE (1976)
 RJ1304
 RJ1304                         *CURRENT SURVEY CONTROL
 RJ1304  ___________________________________________________________________
 RJ1304* NAD 83(1994)-  46 18 36.53511(N)    084 12 41.21094(W)     ADJUSTED  
 RJ1304* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1304  ___________________________________________________________________
 RJ1304  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 RJ1304  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ1304
 RJ1304  HORZ ORDER  -  SECOND
 RJ1304
 RJ1304.The horizontal coordinates were established by classical geodetic methods
 RJ1304.and adjusted by the National Geodetic Survey in February 1997..
 RJ1304
 RJ1304.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1304
 RJ1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1304
 RJ1304.The geoid height was determined by GEOID03.
 RJ1304
 RJ1304;                    North         East     Units Scale Factor Converg.
 RJ1304;SPC MI N     -   173,473.794 8,214,735.241   MT  0.99990293   +2 00 55.9
 RJ1304;SPC MI N     -   569,139.74 26,951,231.11   iFT  0.99990293   +2 00 55.9
 RJ1304;UTM  16      - 5,132,287.625   714,710.690   MT  1.00016673   +2 01 01.7
 RJ1304
 RJ1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1304!SPC MI N     -   0.99997790  x   0.99990293  =   0.99988083
 RJ1304!UTM  16      -   0.99997790  x   1.00016673  =   1.00014462
 RJ1304
 RJ1304                          SUPERSEDED SURVEY CONTROL
 RJ1304
 RJ1304  NAD 83(1986)-  46 18 36.52667(N)    084 12 41.20754(W) AD(       ) 2
 RJ1304  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1304
 RJ1304.Superseded values are not recommended for survey control.
 RJ1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1304.See file dsdata.txt to determine how the superseded data were derived.
 RJ1304
 RJ1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1471132288(NAD 83)
 RJ1304_MARKER: DS = TRIANGULATION STATION DISK
 RJ1304_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1304+WITH SETTING: INFORMATION.
 RJ1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1304
 RJ1304  HISTORY     - Date     Condition        Report By
 RJ1304  HISTORY     - 1988     MONUMENTED       USE
 RJ1304
 RJ1304                          STATION DESCRIPTION
 RJ1304
 RJ1304'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1304'THE STATION IS LOCATED ABOUT 23.0 KM (14.3 MI) SOUTHEAST OF SAULT
 RJ1304'STE
 RJ1304'MARIE, 31.5 KM (19.6 MI) EAST-NORTHEAST OF RUDYARD, 42.6
 RJ1304'KM (26.5 MI)
 RJ1304'NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ1304'ON SAND ISLAND IN GOVT LOT 4, SEC 8, T45N-R2E.
 RJ1304'OWNERSHIP---MICHIGAN STATE UNIVERSITY
 RJ1304'
 RJ1304'TO REACH THE STATION FROM THE POST OFFICE IN BARBEA MI, GO EAST FOR
 RJ1304'4.3 KM
 RJ1304'(2.7 MI) ON 15 MILE ROAD
 RJ1304'TO SCENIC DRIVE, TURN LEFT AND GO NORTH FOR 3.7 KM
 RJ1304'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE
 RJ1304'RIVER, ON THE NORTH END OF THE BRIDGE, TURN RIGHT ONTO A GRAVEL
 RJ1304'ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.
 RJ1304'TRAVEL BY BOAT DOWNRIVER
 RJ1304'FOR 5 MINUTES
 RJ1304'TO SAND ISLAND WHERE STATION IS LOCATED.
 RJ1304'
 RJ1304'THE STATION IS A STANDARD COE DISK
 RJ1304'THAT IS STAMPED---C5W-152 1988---, SET INTO A PVC SLEEVE IN CONCRETE
 RJ1304'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED
 RJ1304'ON A BANK 1.5 METERS (5 FT) EAST OF EDGE AND 5.5 METERS (18 FT) EAST
 RJ1304'OF WATER.
 RJ1304'
 RJ1304'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0259 ***********************************************************************
 OJ0259  DESIGNATION -  79 1/2
 OJ0259  PID         -  OJ0259
 OJ0259  STATE/COUNTY-  MI/TUSCOLA
 OJ0259  USGS QUAD   -  GAGETOWN (1963)
 OJ0259
 OJ0259                         *CURRENT SURVEY CONTROL
 OJ0259  ___________________________________________________________________
 OJ0259* NAD 83(1986)-  43 39 19.     (N)    083 14 22.     (W)     SCALED    
 OJ0259* NAVD 88     -       229.652  (meters)     753.45   (feet)  ADJUSTED  
 OJ0259  ___________________________________________________________________
 OJ0259  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 OJ0259  DYNAMIC HT  -         229.611 (meters)     753.32  (feet)  COMP
 OJ0259  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 OJ0259
 OJ0259  VERT ORDER  -  SECOND    CLASS 0
 OJ0259
 OJ0259.The horizontal coordinates were scaled from a topographic map and have
 OJ0259.an estimated accuracy of +/- 6 seconds.
 OJ0259
 OJ0259.The orthometric height was determined by differential leveling
 OJ0259.and adjusted by the National Geodetic Survey in June 1991..
 OJ0259
 OJ0259.The geoid height was determined by GEOID03.
 OJ0259
 OJ0259.The dynamic height is computed by dividing the NAVD 88
 OJ0259.geopotential number by the normal gravity value computed on the
 OJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0259.degrees latitude (g = 980.6199 gals.).
 OJ0259
 OJ0259.The modeled gravity was interpolated from observed gravity values.
 OJ0259
 OJ0259;                    North         East    Units  Estimated Accuracy
 OJ0259;SPC MI S     -   240,020.    4,090,930.      MT  (+/- 180 meters Scaled)
 OJ0259
 OJ0259                          SUPERSEDED SURVEY CONTROL
 OJ0259
 OJ0259  NGVD 29 (??/??/92)  229.786  (m)          753.89   (f) ADJ UNCH    2 0
 OJ0259
 OJ0259.Superseded values are not recommended for survey control.
 OJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0259.See file dsdata.txt to determine how the superseded data were derived.
 OJ0259
 OJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ194360(NAD 83)
 OJ0259_MARKER: Z = SEE DESCRIPTION
 OJ0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0259_STAMPING: BM NO 79 1/2
 OJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0259+STABILITY: SURFACE MOTION
 OJ0259
 OJ0259  HISTORY     - Date     Condition        Report By
 OJ0259  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0259  HISTORY     - 1934     GOOD             NGS
 OJ0259  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0259
 OJ0259                          STATION DESCRIPTION
 OJ0259
 OJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0259'0.4 MI S FROM GAGETOWN.
 OJ0259'0.4 MILE SOUTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0259'AT GAGETOWN, ABOUT 0.5 MILE NORTHWEST OF MILEPOST P 79, 47 YARDS
 OJ0259'EAST OF A SWITCH STAND, 20.6 FEET NORTHEAST OF THE NORTHEAST
 OJ0259'RAIL, 1.5 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, AND LEVEL
 OJ0259'WITH THE TOP OF RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 OJ0259'NO. 79 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0259
 OJ0259                          STATION RECOVERY (1999)
 OJ0259
 OJ0259'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0111 ***********************************************************************
 NF0111  DESIGNATION -  79 1/2
 NF0111  PID         -  NF0111
 NF0111  STATE/COUNTY-  MI/SHIAWASSEE
 NF0111  USGS QUAD   -  OWOSSO SOUTH (1972)
 NF0111
 NF0111                         *CURRENT SURVEY CONTROL
 NF0111  ___________________________________________________________________
 NF0111* NAD 83(1986)-  42 59 42.     (N)    084 11 26.     (W)     SCALED    
 NF0111* NAVD 88     -       226.467  (meters)     743.00   (feet)  ADJUSTED  
 NF0111  ___________________________________________________________________
 NF0111  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0111  DYNAMIC HT  -         226.415 (meters)     742.83  (feet)  COMP
 NF0111  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 NF0111
 NF0111  VERT ORDER  -  SECOND    CLASS 0
 NF0111
 NF0111.The horizontal coordinates were scaled from a topographic map and have
 NF0111.an estimated accuracy of +/- 6 seconds.
 NF0111
 NF0111.The orthometric height was determined by differential leveling
 NF0111.and adjusted by the National Geodetic Survey in June 1991..
 NF0111
 NF0111.The geoid height was determined by GEOID03.
 NF0111
 NF0111.The dynamic height is computed by dividing the NAVD 88
 NF0111.geopotential number by the normal gravity value computed on the
 NF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0111.degrees latitude (g = 980.6199 gals.).
 NF0111
 NF0111.The modeled gravity was interpolated from observed gravity values.
 NF0111
 NF0111;                    North         East    Units  Estimated Accuracy
 NF0111;SPC MI S     -   166,080.    4,014,360.      MT  (+/- 180 meters Scaled)
 NF0111
 NF0111                          SUPERSEDED SURVEY CONTROL
 NF0111
 NF0111  NGVD 29 (??/??/92)  226.613  (m)          743.48   (f) ADJ UNCH    2 0
 NF0111
 NF0111.Superseded values are not recommended for survey control.
 NF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0111.See file dsdata.txt to determine how the superseded data were derived.
 NF0111
 NF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN290640(NAD 83)
 NF0111_MARKER: Z = SEE DESCRIPTION
 NF0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0111_STAMPING: BM NO 79 1/2
 NF0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0111+STABILITY: SURFACE MOTION
 NF0111
 NF0111  HISTORY     - Date     Condition        Report By
 NF0111  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0111  HISTORY     - 1934     GOOD             NGS
 NF0111  HISTORY     - 1972     MARK NOT FOUND   NGS
 NF0111  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0111  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NF0111
 NF0111                          STATION DESCRIPTION
 NF0111
 NF0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0111'1.1 MI W FROM OWOSSO.
 NF0111'1.1 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 NF0111'AT OWOSSO, SHIAWASSEE COUNTY, 45 FEET SOUTH OF THE SOUTH RAIL,
 NF0111'1.7 FEET NORTH OF A FENCE, AND 8 FEET LOWER THAN THE TOP OF THE
 NF0111'RAIL.  A BRONZE PLUG, STAMPED B.M. NO. 79 1/2 AND SET IN THE TOP
 NF0111'OF A CONCRETE POST.
 NF0111
 NF0111                          STATION RECOVERY (1972)
 NF0111
 NF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 NF0111'MARK NOT FOUND.
 NF0111
 NF0111                          STATION RECOVERY (2001)
 NF0111
 NF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0111
 NF0111                          STATION RECOVERY (2001)
 NF0111
 NF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0111'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0134 ***********************************************************************
 OK0134  DESIGNATION -  794 MICH
 OK0134  PID         -  OK0134
 OK0134  STATE/COUNTY-  MI/CLINTON
 OK0134  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0134
 OK0134                         *CURRENT SURVEY CONTROL
 OK0134  ___________________________________________________________________
 OK0134* NAD 83(1986)-  43 00 05.     (N)    084 33 32.     (W)     SCALED    
 OK0134* NAVD 88     -       241.734  (meters)     793.09   (feet)  ADJUSTED  
 OK0134  ___________________________________________________________________
 OK0134  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 OK0134  DYNAMIC HT  -         241.679 (meters)     792.91  (feet)  COMP
 OK0134  MODELED GRAV-     980,387.6   (mgal)                       NAVD 88
 OK0134
 OK0134  VERT ORDER  -  SECOND    CLASS 0
 OK0134
 OK0134.The horizontal coordinates were scaled from a topographic map and have
 OK0134.an estimated accuracy of +/- 6 seconds.
 OK0134
 OK0134.The orthometric height was determined by differential leveling
 OK0134.and adjusted by the National Geodetic Survey in June 1991..
 OK0134
 OK0134.The geoid height was determined by GEOID03.
 OK0134
 OK0134.The dynamic height is computed by dividing the NAVD 88
 OK0134.geopotential number by the normal gravity value computed on the
 OK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0134.degrees latitude (g = 980.6199 gals.).
 OK0134
 OK0134.The modeled gravity was interpolated from observed gravity values.
 OK0134
 OK0134;                    North         East    Units  Estimated Accuracy
 OK0134;SPC MI S     -   166,790.    3,984,330.      MT  (+/- 180 meters Scaled)
 OK0134
 OK0134                          SUPERSEDED SURVEY CONTROL
 OK0134
 OK0134  NGVD 29 (??/??/92)  241.874  (m)          793.55   (f) ADJ UNCH    2 0
 OK0134
 OK0134.Superseded values are not recommended for survey control.
 OK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0134.See file dsdata.txt to determine how the superseded data were derived.
 OK0134
 OK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN989638(NAD 83)
 OK0134_MARKER: DD = SURVEY DISK
 OK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0134_STAMPING: 794 MICH
 OK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0134+STABILITY: SURFACE MOTION
 OK0134
 OK0134  HISTORY     - Date     Condition        Report By
 OK0134  HISTORY     - UNK      MONUMENTED       USGS
 OK0134  HISTORY     - 1934     GOOD             NGS
 OK0134
 OK0134                          STATION DESCRIPTION
 OK0134
 OK0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0134'AT ST JOHNS.
 OK0134'AT SAINT JOHNS, CLINTON COUNTY, AT THE NORTHWEST CORNER OF THE
 OK0134'CITY HALL LAWN, 43.6 FEET SOUTH OF THE SOUTH CURB OF STATE
 OK0134'HIGHWAY 21, 37 FEET EAST OF THE EAST CURB OF A NORTH-AND-SOUTH
 OK0134'STREET, AND 6 FEET HIGHER THAN THE ROAD-WAY.  A U.S. GEOLOGICAL
 OK0134'SURVEY STANDARD DISK, STAMPED 794 MICH AND SET IN THE TOP OF A
 OK0134'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0773 ***********************************************************************
 NG0773  SACS        -  This is a Secondary Airport Control Station.
 NG0773  DESIGNATION -  8
 NG0773  PID         -  NG0773
 NG0773  STATE/COUNTY-  MI/ALLEGAN
 NG0773  USGS QUAD   -  HAMILTON WEST (1981)
 NG0773
 NG0773                         *CURRENT SURVEY CONTROL
 NG0773  ___________________________________________________________________
 NG0773* NAD 83(1994)-  42 44 30.60534(N)    086 06 53.72222(W)     ADJUSTED  
 NG0773* NAVD 88     -       208.96   (meters)     685.6    (feet)  GPS OBS   
 NG0773  ___________________________________________________________________
 NG0773  X           -     317,881.038 (meters)                     COMP
 NG0773  Y           -  -4,680,812.932 (meters)                     COMP
 NG0773  Z           -   4,306,601.985 (meters)                     COMP
 NG0773  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 NG0773  ELLIP HEIGHT-         175.59  (meters)          (09/30/02) GPS OBS
 NG0773  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NG0773
 NG0773  HORZ ORDER  -  FIRST
 NG0773  ELLP ORDER  -  FOURTH    CLASS I
 NG0773
 NG0773.This mark is at Park Township Airport (HLM)
 NG0773.This mark is at Tulip City Airport (BIV)
 NG0773
 NG0773.The horizontal coordinates were established by GPS observations
 NG0773.and adjusted by the National Geodetic Survey in May 2000..
 NG0773
 NG0773.The orthometric height was determined by GPS observations and a
 NG0773.high-resolution geoid model.
 NG0773
 NG0773.GPS derived orthometric heights for airport stations designated as
 NG0773.PACS or SACS are published to 2 decimal places.  This maintains
 NG0773.centimeter relative accuracy between the PACS and SACS.  It does
 NG0773.not indicate centimeter accuracy relative to other marks which are
 NG0773.part of the NAVD 88 network.
 NG0773
 NG0773.Photographs are available for this station.
 NG0773
 NG0773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0773
 NG0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0773
 NG0773.The ellipsoidal height was determined by GPS observations
 NG0773.and is referenced to NAD 83.
 NG0773
 NG0773.The geoid height was determined by GEOID03.
 NG0773
 NG0773;                    North         East     Units Scale Factor Converg.
 NG0773;SPC MI S     -   139,425.634 3,856,873.301   MT  0.99990999   -1 11 23.1
 NG0773;SPC MI S     -   457,433.18 12,653,783.80   iFT  0.99990999   -1 11 23.1
 NG0773;UTM  16      - 4,732,526.407   572,442.706   MT  0.99966456   +0 36 02.6
 NG0773
 NG0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0773!SPC MI S     -   0.99997246  x   0.99990999  =   0.99988246
 NG0773!UTM  16      -   0.99997246  x   0.99966456  =   0.99963703
 NG0773
 NG0773                          SUPERSEDED SURVEY CONTROL
 NG0773
 NG0773  ELLIP H (07/17/02)  175.61   (m)                       GP(       ) 4 1
 NG0773  ELLIP H (05/11/00)  175.61   (m)                       GP(       ) 3 2
 NG0773  NAD 83(1994)-  42 44 30.60521(N)    086 06 53.72182(W) AD(       ) 1
 NG0773  ELLIP H (02/03/97)  175.64   (m)                       GP(       ) 4 1
 NG0773  NAD 83(1986)-  42 44 30.60554(N)    086 06 53.73250(W) AD(       ) 1
 NG0773  NAD 83(1986)-  42 44 30.59985(N)    086 06 53.72161(W) AD(       ) 3
 NG0773  NGVD 29 (03/27/91)  209.5    (m)          687.     (f) GPS OBS        
 NG0773
 NG0773.Superseded values are not recommended for survey control.
 NG0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0773.See file dsdata.txt to determine how the superseded data were derived.
 NG0773
 NG0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7244332526(NAD 83)
 NG0773_MARKER: DD = SURVEY DISK
 NG0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0773_SP_SET: SQUARE CONCRETE MONUMENT
 NG0773_STAMPING: NONE
 NG0773_MARK LOGO: MIDT  
 NG0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0773+STABILITY: SURFACE MOTION
 NG0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0773+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 NG0773
 NG0773  HISTORY     - Date     Condition        Report By
 NG0773  HISTORY     - 1989     MONUMENTED       MIDT
 NG0773  HISTORY     - 19890301 GOOD             NGS
 NG0773  HISTORY     - 19910625 GOOD             NGS
 NG0773  HISTORY     - 19990810 GOOD             NGS
 NG0773  HISTORY     - 20000731 GOOD             NGS
 NG0773
 NG0773                          STATION DESCRIPTION
 NG0773
 NG0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NG0773'THE STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) SOUTHWEST OF ZEELAND,
 NG0773'7.0 KM (4.35 MI) NORTH-NORTHWEST OF EAST SAUGATUCK AND 4.0 KM
 NG0773'(2.50 MI) SOUTH OF HOLLAND, AT THE HOLLAND TULIP CITY AIRPORT.
 NG0773'OWNERSHIP--TULIP CITY AIRPORT INC, 1581 WASHINGTON AVENUE, HOLLAND MI
 NG0773'49423.  AIRPORT MANAGER IS RONALD LUDEMA,(MICK OSBORNE, ASST) 1581
 NG0773'WASHINGTON AVENUE, HOLLAND MI 49423, PHONE IS 616-392-7831.
 NG0773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 196 AND
 NG0773'STATE HIGHWAY 40, ABOUT 4.8 KM (3.00 MI) SOUTHEAST OF HOLLAND, GO
 NG0773'NORTHWEST ON HIGHWAY 40 FOR 0.31 KM (0.20 MI) TO A CROSSROAD.  TURN
 NG0773'LEFT AND GO SOUTHWEST AND WEST ON 144TH AVENUE AND SIXTY FOURTH STREET
 NG0773'FOR 3.86 KM (2.40 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 NG0773'WASHINGTON AVENUE (BLUE STAR HIGHWAY) FOR 0.57 KM (0.35 MI) TO A PAVED
 NG0773'ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE AIRPORT ENTRANCE
 NG0773'ROAD FOR ABOUT 30 METERS TO A PARKING AREA ENTRANCEWAY ON THE RIGHT.
 NG0773'TURN RIGHT AND GO SOUTH ACROSS THE PARKING AREA FOR 0.09 KM (0.05 MI)
 NG0773'TO A PAVED ROAD AND GATE ON THE LEFT AND THE AIRPORT OFFICE ON THE
 NG0773'RIGHT.  TURN LEFT AND GO EAST ON PAVED ROAD PASSING THROUGH THE GATE
 NG0773'AND SOUTHEAST ACROSS AN APRON FOR 60 METERS TO THE APRON.  TURN RIGHT
 NG0773'AND GO SOUTH ACROSS THE APRON AND ON A TAXIWAY FOR 0.19 KM (0.10 MI)
 NG0773'TO THE STATION ON THE RIGHT ON LINE WITH THE CENTER OF THE RUNWAY.
 NG0773'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE MARK DISK SET IN
 NG0773'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NG0773'LOCATED 61.0 M (200.1 FT) SOUTHWEST OF THE SOUTHWEST END OF RUNWAY AND
 NG0773'IN LINE WITH THE RUNWAY CENTERLINE.
 NG0773'NOTE-THE RUNWAY IS NOW 5000X100 FEET.
 NG0773'DESCRIBED BY K.L. FANCHER.
 NG0773
 NG0773                          STATION RECOVERY (1991)
 NG0773
 NG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NG0773'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTHWEST OF ZEELAND,
 NG0773'7.0 KM (4.3 MI) NORTH-NORTHWEST OF EAST SAUGATUCK AND 4.0 KM
 NG0773'(2.5 MI) SOUTH OF HOLLAND, AT THE HOLLAND/TULIP CITY AIRPORT.
 NG0773'OWNERSHIP--TULIP CITY AIRPORT INC, 1581 WASHINGTON AVENUE, HOLLAND,
 NG0773'MI. 49423. AIRPORT MANAGER IS RONALD LUDEMA, (MICK OSBORNE, ASST),
 NG0773'1581 WASHINGTON AVENUE, HOLLAND, MI. 49423. PHONE 616-392-7831.
 NG0773'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 196 AND
 NG0773'STATE HIGHWAY 40, ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF HOLLAND, GO
 NG0773'NORTHWEST ON HIGHWAY 40 FOR 0.31 KM (0.19 MI) TO A CROSSROAD.  TURN
 NG0773'LEFT AND GO SOUTHWEST AND WEST ON 144TH AVENUE AND SIXTY FOURTH
 NG0773'STREET FOR 3.86 KM (2.40 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NG0773'ON WASHINGTON AVENUE (BLUE STAR HIGHWAY) FOR 0.57 KM (0.35 MI) TO A
 NG0773'PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE AIRPORT
 NG0773'ENTRANCE ROAD FOR ABOUT 30 METERS TO A PARKING AREA ENTRANCE ON THE
 NG0773'RIGHT. TURN RIGHT AND GO SOUTH ACROSS THE PARKING AREA FOR 0.09 KM
 NG0773'(0.06 MI) TO A PAVED ROAD WITH GATE ON THE LEFT AND THE AIRPORT
 NG0773'OFFICE ON THE RIGHT.  TURN LEFT AND GO EAST ON PAVED ROAD PASSING
 NG0773'THROUGH THE GATE AND SOUTHEAST ACROSS AN APRON FOR 60 METERS TO THE
 NG0773'APRON.  TURN RIGHT AND GO SOUTH ACROSS THE APRON AND ON A TAXIWAY FOR
 NG0773'0.19 KM (0.12 MI) TO THE STATION ON THE RIGHT ON LINE WITH THE CENTER
 NG0773'OF THE RUNWAY.
 NG0773'THE STATION IS A STATE OF MICHIGAN AIRPORT REFERENCE MARK DISK SET IN
 NG0773'THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 NG0773'LOCATED 61.0 M (200.1 FT) SOUTHWEST OF THE SOUTHWEST END OF RUNWAY
 NG0773'AND IN LINE WITH THE RUNWAY CENTERLINE.
 NG0773
 NG0773                          STATION RECOVERY (1999)
 NG0773
 NG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NG0773'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.  THIS IS A
 NG0773'SECONDARY AIRPORT CONTROL STATION (SACS) .
 NG0773
 NG0773                          STATION RECOVERY (2000)
 NG0773
 NG0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NG0773'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6769 ***********************************************************************
 AA6769  DESIGNATION -  8 1
 AA6769  PID         -  AA6769
 AA6769  STATE/COUNTY-  MI/WAYNE
 AA6769  USGS QUAD   -  WAYNE (1980)
 AA6769
 AA6769                         *CURRENT SURVEY CONTROL
 AA6769  ___________________________________________________________________
 AA6769* NAD 83(1994)-  42 20 47.44557(N)    083 25 09.96383(W)     ADJUSTED  
 AA6769* NAVD 88     -       206.6    (meters)     678.     (feet)  GPS OBS   
 AA6769  ___________________________________________________________________
 AA6769  X           -     541,060.272 (meters)                     COMP
 AA6769  Y           -  -4,690,180.409 (meters)                     COMP
 AA6769  Z           -   4,274,245.261 (meters)                     COMP
 AA6769  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AA6769  ELLIP HEIGHT-         172.55  (meters)          (07/12/02) GPS OBS
 AA6769  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 AA6769
 AA6769  HORZ ORDER  -  FIRST
 AA6769  ELLP ORDER  -  FOURTH    CLASS I
 AA6769
 AA6769.The horizontal coordinates were established by GPS observations
 AA6769.and adjusted by the National Geodetic Survey in February 1997..
 AA6769
 AA6769.The orthometric height was determined by GPS observations and a
 AA6769.high-resolution geoid model.
 AA6769
 AA6769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6769
 AA6769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6769
 AA6769.The ellipsoidal height was determined by GPS observations
 AA6769.and is referenced to NAD 83.
 AA6769
 AA6769.The geoid height was determined by GEOID03.
 AA6769
 AA6769;                    North         East     Units Scale Factor Converg.
 AA6769;SPC MI S     -    94,467.938 4,078,046.216   MT  0.99995075   +0 38 40.6
 AA6769;SPC MI S     -   309,934.18 13,379,416.72   iFT  0.99995075   +0 38 40.6
 AA6769;UTM  17      - 4,691,085.507   300,713.362   MT  1.00008868   -1 37 49.1
 AA6769
 AA6769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6769!SPC MI S     -   0.99997294  x   0.99995075  =   0.99992369
 AA6769!UTM  17      -   0.99997294  x   1.00008868  =   1.00006162
 AA6769
 AA6769                          SUPERSEDED SURVEY CONTROL
 AA6769
 AA6769  ELLIP H (02/03/97)  172.62   (m)                       GP(       ) 4 1
 AA6769  NAD 83(1986)-  42 20 47.44977(N)    083 25 09.99216(W) AD(       ) 1
 AA6769
 AA6769.Superseded values are not recommended for survey control.
 AA6769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6769.See file dsdata.txt to determine how the superseded data were derived.
 AA6769
 AA6769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0071391086(NAD 83)
 AA6769_MARKER: DD = SURVEY DISK
 AA6769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6769_STAMPING: 8-1 1994
 AA6769_MARK LOGO: MI-163
 AA6769_PROJECTION: FLUSH
 AA6769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA6769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6769+STABILITY: SURFACE MOTION
 AA6769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6769+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1998
 AA6769
 AA6769  HISTORY     - Date     Condition        Report By
 AA6769  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6769  HISTORY     - 19980520 GOOD             OHM
 AA6769
 AA6769                          STATION DESCRIPTION
 AA6769
 AA6769'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6769'STATION IS LOCATED APPROXIMATELY 2.5 MILESSOUTH AND 2.5 MILESEAST OF
 AA6769'PLYMOUTH, MICHIGAN ON HIX ROAD JUST NORTH OF OAKWOOD MEADOWS DRIVE. TO
 AA6769'REACH FROM THE INTERSECTION OF INTERSTATE I-275 AND ANN ARBOR ROAD
 AA6769'(EXIT 28) PROCEED EAST ON ANN ARBOR ROAD FOR 0.8 MILESTO HIX ROAD,
 AA6769'THENCE GO SOUTH ON HIX FOR  0.95 MILESTO OAKWOOD MEADOWS DRIVE AND THE
 AA6769'STATION IN THE NORTHEAST QUADRANT. THE STATION IS A BRASS "WAYNE
 AA6769'COUNTY REMON" CAP SET IN A 12 INCH DIAMETER CONCRETE MONUMENT SET
 AA6769'FLUSH WITH THE GROUND.  CENTERLINE OF HIX ROAD IS N 90 W, 37.11 FEET,
 AA6769'CENTERLINE OF OAKWOOD MEADOWS DRIVE IS S 0 W, 68.0 FEET, A POLE IS S 5
 AA6769'W, 101.01 FEET,  AN 8 INCH POPLAR IS N 25 E, 51.15 FEET.
 AA6769
 AA6769                          STATION RECOVERY (1998)
 AA6769
 AA6769'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 AA6769'STATION WAS RECOVERED WITH THE FOLLOWING ADDITION.  SET METAL POST AT
 AA6769'THE EAST EDGE OF STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6791 ***********************************************************************
 AA6791  DESIGNATION -  8 2
 AA6791  PID         -  AA6791
 AA6791  STATE/COUNTY-  MI/WAYNE
 AA6791  USGS QUAD   -  INKSTER (1983)
 AA6791
 AA6791                         *CURRENT SURVEY CONTROL
 AA6791  ___________________________________________________________________
 AA6791* NAD 83(1994)-  42 18 37.95708(N)    083 21 20.43397(W)     ADJUSTED  
 AA6791* NAVD 88     -       197.1    (meters)     647.     (feet)  GPS OBS   
 AA6791  ___________________________________________________________________
 AA6791  X           -     546,589.614 (meters)                     COMP
 AA6791  Y           -  -4,692,240.775 (meters)                     COMP
 AA6791  Z           -   4,271,284.882 (meters)                     COMP
 AA6791  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AA6791  ELLIP HEIGHT-         162.90  (meters)          (07/12/02) GPS OBS
 AA6791  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AA6791
 AA6791  HORZ ORDER  -  FIRST
 AA6791  ELLP ORDER  -  FOURTH    CLASS I
 AA6791
 AA6791.The horizontal coordinates were established by GPS observations
 AA6791.and adjusted by the National Geodetic Survey in February 1997..
 AA6791
 AA6791.The orthometric height was determined by GPS observations and a
 AA6791.high-resolution geoid model.
 AA6791
 AA6791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6791
 AA6791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6791
 AA6791.The ellipsoidal height was determined by GPS observations
 AA6791.and is referenced to NAD 83.
 AA6791
 AA6791.The geoid height was determined by GEOID03.
 AA6791
 AA6791;                    North         East     Units Scale Factor Converg.
 AA6791;SPC MI S     -    90,534.076 4,083,347.244   MT  0.99995680   +0 41 16.8
 AA6791;SPC MI S     -   297,027.81 13,396,808.54   iFT  0.99995680   +0 41 16.8
 AA6791;UTM  17      - 4,686,943.849   305,854.715   MT  1.00006379   -1 35 10.4
 AA6791
 AA6791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6791!SPC MI S     -   0.99997445  x   0.99995680  =   0.99993125
 AA6791!UTM  17      -   0.99997445  x   1.00006379  =   1.00003824
 AA6791
 AA6791                          SUPERSEDED SURVEY CONTROL
 AA6791
 AA6791  ELLIP H (02/03/97)  162.95   (m)                       GP(       ) 4 1
 AA6791  NAD 83(1986)-  42 18 37.96227(N)    083 21 20.46282(W) AD(       ) 1
 AA6791
 AA6791.Superseded values are not recommended for survey control.
 AA6791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6791.See file dsdata.txt to determine how the superseded data were derived.
 AA6791
 AA6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0585586944(NAD 83)
 AA6791_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6791_STAMPING: 8-2 1994
 AA6791_MARK LOGO: MI-163
 AA6791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6791+STABILITY: SURFACE MOTION
 AA6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6791+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2002
 AA6791
 AA6791  HISTORY     - Date     Condition        Report By
 AA6791  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6791  HISTORY     - 20021212 GOOD             INDIV
 AA6791
 AA6791                          STATION DESCRIPTION
 AA6791
 AA6791'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6791'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DETROIT METRO AIRPORT
 AA6791'ON CHERRY HILL ROAD ABOUT 1/2 MILE WEST OF MERRIMAN ROAD. TO REACH
 AA6791'FROM THE INTERSECTION OF M-153 (FORD ROAD) AND VENOY ROAD, PROCEED
 AA6791'SOUTH ON VENOY ROAD FOR 1.0  MILE TO CHERRY HILL ROAD, THENCE GO EAST
 AA6791'ON CHERRY HILL FOR 0.4 MILESTO THE STATION ON THE RIGHT. THE MONUMENT
 AA6791'IS OPPOSITE THE HOUSE AT 31990 CHERRY HILL. THE STATION IS A BRASS
 AA6791'"WAYNE COUNTY REMON" CAP SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE
 AA6791'MONUMENT SET FLUSH WITH THE GROUND. CENTERLINE OF CHERRY HILL IS N 0
 AA6791'W, 34.2 FEET,  CENTERLINE OF CRAIG STREET IS N 90 W, 86.6 FEET,  A
 AA6791'LIGHT POLE IS S 85 W, 81.01 FEET,  THE NORTH EDGE OF SIDEWALK IS S 0
 AA6791'W, 19.75 FEET.
 AA6791
 AA6791                          STATION RECOVERY (2002)
 AA6791
 AA6791'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6791'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0462 ***********************************************************************
 NE0462  DESIGNATION -  8 A 3
 NE0462  PID         -  NE0462
 NE0462  STATE/COUNTY-  MI/OAKLAND
 NE0462  USGS QUAD   -  BIRMINGHAM (1981)
 NE0462
 NE0462                         *CURRENT SURVEY CONTROL
 NE0462  ___________________________________________________________________
 NE0462* NAD 83(1986)-  42 30 15.     (N)    083 08 41.     (W)     SCALED    
 NE0462* NAVD 88     -       200.851  (meters)     658.96   (feet)  ADJUSTED  
 NE0462  ___________________________________________________________________
 NE0462  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NE0462  DYNAMIC HT  -         200.794 (meters)     658.77  (feet)  COMP
 NE0462  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 NE0462
 NE0462  VERT ORDER  -  SECOND    CLASS 0
 NE0462
 NE0462.The horizontal coordinates were scaled from a topographic map and have
 NE0462.an estimated accuracy of +/- 6 seconds.
 NE0462
 NE0462.The orthometric height was determined by differential leveling
 NE0462.and adjusted by the National Geodetic Survey in June 1991..
 NE0462
 NE0462.The geoid height was determined by GEOID03.
 NE0462
 NE0462.The dynamic height is computed by dividing the NAVD 88
 NE0462.geopotential number by the normal gravity value computed on the
 NE0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0462.degrees latitude (g = 980.6199 gals.).
 NE0462
 NE0462.The modeled gravity was interpolated from observed gravity values.
 NE0462
 NE0462;                    North         East    Units  Estimated Accuracy
 NE0462;SPC MI S     -   112,270.    4,100,430.      MT  (+/- 180 meters Scaled)
 NE0462
 NE0462                          SUPERSEDED SURVEY CONTROL
 NE0462
 NE0462  NGVD 29 (??/??/92)  200.987  (m)          659.40   (f) ADJ UNCH    2 0
 NE0462
 NE0462.Superseded values are not recommended for survey control.
 NE0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0462.See file dsdata.txt to determine how the superseded data were derived.
 NE0462
 NE0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH237079(NAD 83)
 NE0462_MARKER: DD = SURVEY DISK
 NE0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0462_STAMPING: 8 A 3 659.405
 NE0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0462+STABILITY: SURFACE MOTION
 NE0462
 NE0462  HISTORY     - Date     Condition        Report By
 NE0462  HISTORY     - UNK      MONUMENTED       MIGS
 NE0462  HISTORY     - 1955     MARK NOT FOUND   NGS
 NE0462  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0462  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0462
 NE0462                          STATION DESCRIPTION
 NE0462
 NE0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NE0462'AT ROYAL OAK.
 NE0462'AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION OF TWELVE
 NE0462'MILE ROAD AND MAIN STREET, 47 FEET NORTHWEST OF THE INTERSECTION
 NE0462'OF THE CENTERLINES, 74 FEET NORTH OF THE NORTHEAST CORNER OF A
 NE0462'FRAME HOUSE, 42 FEET WEST OF THE CENTERLINE OF MAIN STREET, 21
 NE0462'FEET NORTH OF THE CENTERLINE OF TWELVE MILE ROAD, AND LEVEL WITH
 NE0462'THE SURFACE OF THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN
 NE0462'THE TOP OF A CONCRETE POST.  NOTE-- A MARKET IS BUILT OVER
 NE0462'LOCATION, TWELVE MILE ROAD IS OAKWOOD BLVD. IN TOWN, FRAME
 NE0462'HOUSE MENTIONED IN DESCRIPTION NO LONGER EXISTS.  MARK IS NORTH
 NE0462'ACROSS STREET FROM GROCERY STORE AND GAS STATION.  IT IS 7 FEET
 NE0462'SOUTHWEST OF MAILBOX, 6 FEET SOUTH OF SIDEWALK, AND 3 FEET
 NE0462'NORTH OF NORTH CURB, AND 9 INCHES BELOW SURFACE OF GROUND.  MARK
 NE0462'IS NOW STAMPED 8 A 3 659.405.
 NE0462
 NE0462                          STATION RECOVERY (1994)
 NE0462
 NE0462'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0462'MARK NOT FOUND.
 NE0462
 NE0462                          STATION RECOVERY (2001)
 NE0462
 NE0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0457 ***********************************************************************
 NE0457  DESIGNATION -  8 B 2
 NE0457  PID         -  NE0457
 NE0457  STATE/COUNTY-  MI/OAKLAND
 NE0457  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0457
 NE0457                         *CURRENT SURVEY CONTROL
 NE0457  ___________________________________________________________________
 NE0457* NAD 83(1986)-  42 34 53.     (N)    083 16 19.     (W)     SCALED    
 NE0457* NAVD 88     -       278.550  (meters)     913.88   (feet)  ADJUSTED  
 NE0457  ___________________________________________________________________
 NE0457  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NE0457  DYNAMIC HT  -         278.470 (meters)     913.61  (feet)  COMP
 NE0457  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 NE0457
 NE0457  VERT ORDER  -  SECOND    CLASS 0
 NE0457
 NE0457.The horizontal coordinates were scaled from a topographic map and have
 NE0457.an estimated accuracy of +/- 6 seconds.
 NE0457
 NE0457.The orthometric height was determined by differential leveling
 NE0457.and adjusted by the National Geodetic Survey in June 1991..
 NE0457
 NE0457.The geoid height was determined by GEOID03.
 NE0457
 NE0457.The dynamic height is computed by dividing the NAVD 88
 NE0457.geopotential number by the normal gravity value computed on the
 NE0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0457.degrees latitude (g = 980.6199 gals.).
 NE0457
 NE0457.The modeled gravity was interpolated from observed gravity values.
 NE0457
 NE0457;                    North         East    Units  Estimated Accuracy
 NE0457;SPC MI S     -   120,700.    4,089,860.      MT  (+/- 180 meters Scaled)
 NE0457
 NE0457                          SUPERSEDED SURVEY CONTROL
 NE0457
 NE0457  NGVD 29 (??/??/92)  278.678  (m)          914.30   (f) ADJ UNCH    2 0
 NE0457
 NE0457.Superseded values are not recommended for survey control.
 NE0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0457.See file dsdata.txt to determine how the superseded data were derived.
 NE0457
 NE0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH135168(NAD 83)
 NE0457_MARKER: DD = SURVEY DISK
 NE0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0457+STABILITY: SURFACE MOTION
 NE0457
 NE0457  HISTORY     - Date     Condition        Report By
 NE0457  HISTORY     - UNK      MONUMENTED       MIGS
 NE0457  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0457  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0457
 NE0457                          STATION DESCRIPTION
 NE0457
 NE0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0457'1.5 MI W FROM BLOOMFIELD HILLS.
 NE0457'1.5 MILES WEST ALONG WEST LONG LAKE ROAD FROM THE POST OFFICE
 NE0457'AT BLOOMFIELD HILLS, OAKLAND COUNTY, 0.5 MILE EAST OF THE
 NE0457'INTERSECTION WITH TELEGRAPH ROAD, 12.5 YARDS SOUTH OF THE WEST
 NE0457'END OF A RUBBLE MASONRY RETAINING WALL, 21.8 FEET SOUTH OF THE
 NE0457'CENTERLINE OF WEST LONG LAKE ROAD, 3 FEET NORTH OF A WIRE FENCE
 NE0457'WITH IRON POSTS, AND 1 FOOT LOWER THAN THE SURFACE OF WEST LONG
 NE0457'LAKE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NE0457'CONCRETE POST.
 NE0457
 NE0457                          STATION RECOVERY (1994)
 NE0457
 NE0457'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0456 ***********************************************************************
 NE0456  DESIGNATION -  8 C 2
 NE0456  PID         -  NE0456
 NE0456  STATE/COUNTY-  MI/OAKLAND
 NE0456  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0456
 NE0456                         *CURRENT SURVEY CONTROL
 NE0456  ___________________________________________________________________
 NE0456* NAD 83(1986)-  42 34 53.     (N)    083 16 51.     (W)     SCALED    
 NE0456* NAVD 88     -       282.104  (meters)     925.54   (feet)  ADJUSTED  
 NE0456  ___________________________________________________________________
 NE0456  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NE0456  DYNAMIC HT  -         282.022 (meters)     925.27  (feet)  COMP
 NE0456  MODELED GRAV-     980,324.4   (mgal)                       NAVD 88
 NE0456
 NE0456  VERT ORDER  -  SECOND    CLASS 0
 NE0456
 NE0456.The horizontal coordinates were scaled from a topographic map and have
 NE0456.an estimated accuracy of +/- 6 seconds.
 NE0456
 NE0456.The orthometric height was determined by differential leveling
 NE0456.and adjusted by the National Geodetic Survey in June 1991..
 NE0456
 NE0456.The geoid height was determined by GEOID03.
 NE0456
 NE0456.The dynamic height is computed by dividing the NAVD 88
 NE0456.geopotential number by the normal gravity value computed on the
 NE0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0456.degrees latitude (g = 980.6199 gals.).
 NE0456
 NE0456.The modeled gravity was interpolated from observed gravity values.
 NE0456
 NE0456;                    North         East    Units  Estimated Accuracy
 NE0456;SPC MI S     -   120,690.    4,089,130.      MT  (+/- 180 meters Scaled)
 NE0456
 NE0456                          SUPERSEDED SURVEY CONTROL
 NE0456
 NE0456  NGVD 29 (??/??/92)  282.232  (m)          925.96   (f) ADJ UNCH    2 0
 NE0456
 NE0456.Superseded values are not recommended for survey control.
 NE0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0456.See file dsdata.txt to determine how the superseded data were derived.
 NE0456
 NE0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH128168(NAD 83)
 NE0456_MARKER: DD = SURVEY DISK
 NE0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0456+STABILITY: SURFACE MOTION
 NE0456
 NE0456  HISTORY     - Date     Condition        Report By
 NE0456  HISTORY     - UNK      MONUMENTED       MIGS
 NE0456  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0456  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0456
 NE0456                          STATION DESCRIPTION
 NE0456
 NE0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0456'2 MI W FROM BLOOMFIELD HILLS.
 NE0456'2.0 MILES WEST ALONG WEST LONG LAKE ROAD FROM THE POST OFFICE
 NE0456'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0456'TELEGRAPH ROAD, 17.5 YARDS NORTHWEST OF THE INTERSECTION OF THE
 NE0456'CENTERLINES, 42.3 FEET NORTH OF THE CENTERLINE OF WEST LONG
 NE0456'LAKE ROAD, 32.1 FEET WEST OF THE CENTERLINE OF TELEGRAPH ROAD,
 NE0456'AND 6 INCHES LOWER THAN THE SURFACE OF TELEGRAPH ROAD.  A STATE
 NE0456'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0456
 NE0456                          STATION RECOVERY (1994)
 NE0456
 NE0456'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0463 ***********************************************************************
 NE0463  DESIGNATION -  8 C 3
 NE0463  PID         -  NE0463
 NE0463  STATE/COUNTY-  MI/OAKLAND
 NE0463  USGS QUAD   -  BIRMINGHAM (1981)
 NE0463
 NE0463                         *CURRENT SURVEY CONTROL
 NE0463  ___________________________________________________________________
 NE0463* NAD 83(1986)-  42 30 13.     (N)    083 10 19.     (W)     SCALED    
 NE0463* NAVD 88     -       203.335  (meters)     667.11   (feet)  ADJUSTED  
 NE0463  ___________________________________________________________________
 NE0463  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NE0463  DYNAMIC HT  -         203.277 (meters)     666.92  (feet)  COMP
 NE0463  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 NE0463
 NE0463  VERT ORDER  -  SECOND    CLASS 0
 NE0463
 NE0463.The horizontal coordinates were scaled from a topographic map and have
 NE0463.an estimated accuracy of +/- 6 seconds.
 NE0463
 NE0463.The orthometric height was determined by differential leveling
 NE0463.and adjusted by the National Geodetic Survey in June 1991..
 NE0463
 NE0463.The geoid height was determined by GEOID03.
 NE0463
 NE0463.The dynamic height is computed by dividing the NAVD 88
 NE0463.geopotential number by the normal gravity value computed on the
 NE0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0463.degrees latitude (g = 980.6199 gals.).
 NE0463
 NE0463.The modeled gravity was interpolated from observed gravity values.
 NE0463
 NE0463;                    North         East    Units  Estimated Accuracy
 NE0463;SPC MI S     -   112,180.    4,098,190.      MT  (+/- 180 meters Scaled)
 NE0463
 NE0463                          SUPERSEDED SURVEY CONTROL
 NE0463
 NE0463  NGVD 29 (??/??/92)  203.471  (m)          667.55   (f) ADJ UNCH    2 0
 NE0463
 NE0463.Superseded values are not recommended for survey control.
 NE0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0463.See file dsdata.txt to determine how the superseded data were derived.
 NE0463
 NE0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH215079(NAD 83)
 NE0463_MARKER: DD = SURVEY DISK
 NE0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0463+STABILITY: SURFACE MOTION
 NE0463
 NE0463  HISTORY     - Date     Condition        Report By
 NE0463  HISTORY     - UNK      MONUMENTED       MIGS
 NE0463  HISTORY     - 1955     GOOD             NGS
 NE0463  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0463
 NE0463                          STATION DESCRIPTION
 NE0463
 NE0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NE0463'AT ROYAL OAK.
 NE0463'AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION OF WOODWARD
 NE0463'AVENUE AND TWELVE MILE ROAD, NORTH OF TWELVE MILE ROAD, IN THE
 NE0463'CENTER OF A PLOT OF GRASS DIVIDING THE EAST AND WEST TRAFFIC
 NE0463'LANES OF WOODWARD AVENUE, 4 FEET SOUTH OF THE NORTH CURB OF
 NE0463'THE GRASS PLOT, AND 6 INCHES LOWER THAN THE SURFACE OF TWELVE
 NE0463'MILE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NE0463'CONCRETE POST.  NOTE-- 12 INCHES BELOW SURFACE OF THE BOULEVARD.
 NE0463
 NE0463                          STATION RECOVERY (1994)
 NE0463
 NE0463'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0455 ***********************************************************************
 NE0455  DESIGNATION -  8 D 2
 NE0455  PID         -  NE0455
 NE0455  STATE/COUNTY-  MI/OAKLAND
 NE0455  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0455
 NE0455                         *CURRENT SURVEY CONTROL
 NE0455  ___________________________________________________________________
 NE0455* NAD 83(1986)-  42 32 40.     (N)    083 17 31.     (W)     SCALED    
 NE0455* NAVD 88     -       257.293  (meters)     844.14   (feet)  ADJUSTED  
 NE0455  ___________________________________________________________________
 NE0455  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NE0455  DYNAMIC HT  -         257.220 (meters)     843.90  (feet)  COMP
 NE0455  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 NE0455
 NE0455  VERT ORDER  -  SECOND    CLASS 0
 NE0455
 NE0455.The horizontal coordinates were scaled from a topographic map and have
 NE0455.an estimated accuracy of +/- 6 seconds.
 NE0455
 NE0455.The orthometric height was determined by differential leveling
 NE0455.and adjusted by the National Geodetic Survey in June 1991..
 NE0455
 NE0455.The geoid height was determined by GEOID03.
 NE0455
 NE0455.The dynamic height is computed by dividing the NAVD 88
 NE0455.geopotential number by the normal gravity value computed on the
 NE0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0455.degrees latitude (g = 980.6199 gals.).
 NE0455
 NE0455.The modeled gravity was interpolated from observed gravity values.
 NE0455
 NE0455;                    North         East    Units  Estimated Accuracy
 NE0455;SPC MI S     -   116,580.    4,088,270.      MT  (+/- 180 meters Scaled)
 NE0455
 NE0455                          SUPERSEDED SURVEY CONTROL
 NE0455
 NE0455  NGVD 29 (??/??/92)  257.424  (m)          844.57   (f) ADJ UNCH    2 0
 NE0455
 NE0455.Superseded values are not recommended for survey control.
 NE0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0455.See file dsdata.txt to determine how the superseded data were derived.
 NE0455
 NE0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH118127(NAD 83)
 NE0455_MARKER: DD = SURVEY DISK
 NE0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0455_STAMPING: 8 D 2 844.565
 NE0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0455+STABILITY: SURFACE MOTION
 NE0455
 NE0455  HISTORY     - Date     Condition        Report By
 NE0455  HISTORY     - UNK      MONUMENTED       MIGS
 NE0455  HISTORY     - 1941     GOOD             NGS
 NE0455  HISTORY     - 20060321 MARK NOT FOUND   INDIV
 NE0455
 NE0455                          STATION DESCRIPTION
 NE0455
 NE0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0455'3.9 MI W FROM BIRMINGHAM.
 NE0455'3.9 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0455'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0455'WORLINGTON STREET, 14 YARDS NORTHWEST OF THE INTERSECTION OF
 NE0455'THE CENTERLINES, 30 FEET WEST OF THE CENTERLINE OF WORLINGTON
 NE0455'STREET, 26 FEET NORTH OF THE CENTERLINE OF WEST MAPLE ROAD, AND
 NE0455'LEVEL WITH THE SURFACE OF WEST MAPLE ROAD.  A STATE SURVEY
 NE0455'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 NE0455'MARK IS 24 FEET WEST OF THE CENTERLINE OF WORLINGTON STREET.
 NE0455'IT IS NOW STAMPED 8 D 2 844.565.
 NE0455
 NE0455                          STATION RECOVERY (2006)
 NE0455
 NE0455'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0455'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0464 ***********************************************************************
 NE0464  DESIGNATION -  8 D 3
 NE0464  PID         -  NE0464
 NE0464  STATE/COUNTY-  MI/OAKLAND
 NE0464  USGS QUAD   -  BIRMINGHAM (1981)
 NE0464
 NE0464                         *CURRENT SURVEY CONTROL
 NE0464  ___________________________________________________________________
 NE0464* NAD 83(1986)-  42 30 11.     (N)    083 11 02.     (W)     SCALED    
 NE0464* NAVD 88     -       208.318  (meters)     683.46   (feet)  ADJUSTED  
 NE0464  ___________________________________________________________________
 NE0464  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NE0464  DYNAMIC HT  -         208.260 (meters)     683.27  (feet)  COMP
 NE0464  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 NE0464
 NE0464  VERT ORDER  -  SECOND    CLASS 0
 NE0464
 NE0464.The horizontal coordinates were scaled from a topographic map and have
 NE0464.an estimated accuracy of +/- 6 seconds.
 NE0464
 NE0464.The orthometric height was determined by differential leveling
 NE0464.and adjusted by the National Geodetic Survey in June 1991..
 NE0464
 NE0464.The geoid height was determined by GEOID03.
 NE0464
 NE0464.The dynamic height is computed by dividing the NAVD 88
 NE0464.geopotential number by the normal gravity value computed on the
 NE0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0464.degrees latitude (g = 980.6199 gals.).
 NE0464
 NE0464.The modeled gravity was interpolated from observed gravity values.
 NE0464
 NE0464;                    North         East    Units  Estimated Accuracy
 NE0464;SPC MI S     -   112,100.    4,097,210.      MT  (+/- 180 meters Scaled)
 NE0464
 NE0464                          SUPERSEDED SURVEY CONTROL
 NE0464
 NE0464  NGVD 29 (??/??/92)  208.453  (m)          683.90   (f) ADJ UNCH    2 0
 NE0464
 NE0464.Superseded values are not recommended for survey control.
 NE0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0464.See file dsdata.txt to determine how the superseded data were derived.
 NE0464
 NE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH205079(NAD 83)
 NE0464_MARKER: DD = SURVEY DISK
 NE0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0464_STAMPING: 8 D 3 683.900
 NE0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0464+STABILITY: SURFACE MOTION
 NE0464
 NE0464  HISTORY     - Date     Condition        Report By
 NE0464  HISTORY     - UNK      MONUMENTED       MIGS
 NE0464  HISTORY     - 1955     MARK NOT FOUND   NGS
 NE0464  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0464
 NE0464                          STATION DESCRIPTION
 NE0464
 NE0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NE0464'AT BERKLEY.
 NE0464'AT BERKLEY, OAKLAND COUNTY, AT THE INTERSECTION OF OAKWOOD
 NE0464'AVENUE AND COOLIDGE HIGHWAY, 17 YARDS SOUTHEAST OF THE INTERSECTION
 NE0464'OF THE CENTERLINES, 43.8 FEET EAST OF THE CENTERLINE OF COOLIDGE
 NE0464'HIGHWAY, 22.6 FEET SOUTH OF THE CENTERLINE OF OAKWOOD AVENUE,
 NE0464'1.4 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, AND 5 INCHES
 NE0464'LOWER THAN THE SURFACE OF THE SIDEWALK.  A STATE SURVEY STANDARD
 NE0464'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS
 NE0464'1.3 FEET SOUTH OF SOUTH EDGE OF CURB.  IT IS NOW STAMPED 8 D 3
 NE0464'683.900.  THE DRIVE FOR A GASOLINE SERVICE STATION HAS BEEN
 NE0464'BUILT OVER LOCATION.
 NE0464
 NE0464                          STATION RECOVERY (2001)
 NE0464
 NE0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0464'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0282 ***********************************************************************
 MC0282  DESIGNATION -  8 DTSRR
 MC0282  PID         -  MC0282
 MC0282  STATE/COUNTY-  MI/MONROE
 MC0282  USGS QUAD   -  ERIE (1979)
 MC0282
 MC0282                         *CURRENT SURVEY CONTROL
 MC0282  ___________________________________________________________________
 MC0282* NAD 83(1986)-  41 46 25.     (N)    083 29 13.     (W)     SCALED    
 MC0282* NAVD 88     -       180.023  (meters)     590.63   (feet)  ADJUSTED  
 MC0282  ___________________________________________________________________
 MC0282  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0282  DYNAMIC HT  -         179.955 (meters)     590.40  (feet)  COMP
 MC0282  MODELED GRAV-     980,242.0   (mgal)                       NAVD 88
 MC0282
 MC0282  VERT ORDER  -  FIRST     CLASS I
 MC0282
 MC0282.The horizontal coordinates were scaled from a topographic map and have
 MC0282.an estimated accuracy of +/- 6 seconds.
 MC0282
 MC0282.The orthometric height was determined by differential leveling
 MC0282.and adjusted by the National Geodetic Survey in June 1991..
 MC0282
 MC0282.The geoid height was determined by GEOID03.
 MC0282
 MC0282.The dynamic height is computed by dividing the NAVD 88
 MC0282.geopotential number by the normal gravity value computed on the
 MC0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0282.degrees latitude (g = 980.6199 gals.).
 MC0282
 MC0282.The modeled gravity was interpolated from observed gravity values.
 MC0282
 MC0282;                    North         East    Units  Estimated Accuracy
 MC0282;SPC MI S     -    30,780.    4,073,150.      MT  (+/- 180 meters Scaled)
 MC0282
 MC0282                          SUPERSEDED SURVEY CONTROL
 MC0282
 MC0282  NGVD 29 (??/??/92)  180.204  (m)          591.22   (f) ADJ UNCH    1 1
 MC0282
 MC0282.Superseded values are not recommended for survey control.
 MC0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0282.See file dsdata.txt to determine how the superseded data were derived.
 MC0282
 MC0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933276(NAD 83)
 MC0282_MARKER: DD = SURVEY DISK
 MC0282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0282_SP_SET: PIER
 MC0282_STAMPING: BENCH MARK ELEV NO 8 USG AND G 1899
 MC0282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0282
 MC0282  HISTORY     - Date     Condition        Report By
 MC0282  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0282  HISTORY     - 1968     GOOD             NGS
 MC0282  HISTORY     - 1973     GOOD             NGS
 MC0282
 MC0282                          STATION DESCRIPTION
 MC0282
 MC0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0282'10.8 MI SW FROM MONROE.
 MC0282'ABOUT 10.8 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0282'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.1 MILE
 MC0282'SOUTHWEST OF MILEPOST D 46, ALONG THE D AND T SL RR, SET ON THE
 MC0282'TOP OF THE SOUTHWEST END OF THE SOUTHEAST PIER UNDER U.S. HIGHWAY
 MC0282'24 A OVERPASS OVER THE TRACKS, 9 FEET SOUTHEAST OF THE SOUTHEAST
 MC0282'RAIL OF THE D AND T SL RR (NORTHBOUND TRACK), 4 FEET NORTHEAST
 MC0282'OF THE SOUTHWEST END OF THE PIER AND 6 FEET ABOVE THE LEVEL OF
 MC0282'THE TRACK.
 MC0282
 MC0282                          STATION RECOVERY (1973)
 MC0282
 MC0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0454 ***********************************************************************
 NE0454  DESIGNATION -  8 E 2
 NE0454  PID         -  NE0454
 NE0454  STATE/COUNTY-  MI/OAKLAND
 NE0454  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0454
 NE0454                         *CURRENT SURVEY CONTROL
 NE0454  ___________________________________________________________________
 NE0454* NAD 83(1986)-  42 32 41.     (N)    083 17 07.     (W)     SCALED    
 NE0454* NAVD 88     -       256.997  (meters)     843.16   (feet)  ADJUSTED  
 NE0454  ___________________________________________________________________
 NE0454  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NE0454  DYNAMIC HT  -         256.924 (meters)     842.92  (feet)  COMP
 NE0454  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 NE0454
 NE0454  VERT ORDER  -  SECOND    CLASS 0
 NE0454
 NE0454.The horizontal coordinates were scaled from a topographic map and have
 NE0454.an estimated accuracy of +/- 6 seconds.
 NE0454
 NE0454.The orthometric height was determined by differential leveling
 NE0454.and adjusted by the National Geodetic Survey in June 1991..
 NE0454
 NE0454.The geoid height was determined by GEOID03.
 NE0454
 NE0454.The dynamic height is computed by dividing the NAVD 88
 NE0454.geopotential number by the normal gravity value computed on the
 NE0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0454.degrees latitude (g = 980.6199 gals.).
 NE0454
 NE0454.The modeled gravity was interpolated from observed gravity values.
 NE0454
 NE0454;                    North         East    Units  Estimated Accuracy
 NE0454;SPC MI S     -   116,620.    4,088,820.      MT  (+/- 180 meters Scaled)
 NE0454
 NE0454                          SUPERSEDED SURVEY CONTROL
 NE0454
 NE0454  NGVD 29 (??/??/92)  257.127  (m)          843.59   (f) ADJ UNCH    2 0
 NE0454
 NE0454.Superseded values are not recommended for survey control.
 NE0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0454.See file dsdata.txt to determine how the superseded data were derived.
 NE0454
 NE0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH123127(NAD 83)
 NE0454_MARKER: DD = SURVEY DISK
 NE0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0454+STABILITY: SURFACE MOTION
 NE0454
 NE0454  HISTORY     - Date     Condition        Report By
 NE0454  HISTORY     - UNK      MONUMENTED       MIGS
 NE0454  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0454
 NE0454                          STATION DESCRIPTION
 NE0454
 NE0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0454'3.5 MI W FROM BIRMINGHAM.
 NE0454'3.5 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0454'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH TELEGRAPH
 NE0454'ROAD, 17.5 YARDS SOUTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0454'44.9 FEET EAST OF THE CENTERLINE OF TELEGRAPH ROAD, 26.1 FEET
 NE0454'SOUTH OF THE CENTERLINE OF WEST MAPLE ROAD, 5.5 FEET NORTHEAST
 NE0454'OF THE NORTHEAST CORNER OF A CULVERT HEADWALL, AND 1.5 FEET LOWER
 NE0454'THAN THE SURFACE OF TELEGRAPH ROAD.  A STATE SURVEY STANDARD
 NE0454'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0465 ***********************************************************************
 NE0465  DESIGNATION -  8 E 3
 NE0465  PID         -  NE0465
 NE0465  STATE/COUNTY-  MI/OAKLAND
 NE0465  USGS QUAD   -  BIRMINGHAM (1981)
 NE0465
 NE0465                         *CURRENT SURVEY CONTROL
 NE0465  ___________________________________________________________________
 NE0465* NAD 83(1986)-  42 30 10.     (N)    083 12 11.     (W)     SCALED    
 NE0465* NAVD 88     -       215.980  (meters)     708.59   (feet)  ADJUSTED  
 NE0465  ___________________________________________________________________
 NE0465  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NE0465  DYNAMIC HT  -         215.919 (meters)     708.39  (feet)  COMP
 NE0465  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 NE0465
 NE0465  VERT ORDER  -  SECOND    CLASS 0
 NE0465
 NE0465.The horizontal coordinates were scaled from a topographic map and have
 NE0465.an estimated accuracy of +/- 6 seconds.
 NE0465
 NE0465.The orthometric height was determined by differential leveling
 NE0465.and adjusted by the National Geodetic Survey in June 1991..
 NE0465
 NE0465.The geoid height was determined by GEOID03.
 NE0465
 NE0465.The dynamic height is computed by dividing the NAVD 88
 NE0465.geopotential number by the normal gravity value computed on the
 NE0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0465.degrees latitude (g = 980.6199 gals.).
 NE0465
 NE0465.The modeled gravity was interpolated from observed gravity values.
 NE0465
 NE0465;                    North         East    Units  Estimated Accuracy
 NE0465;SPC MI S     -   112,050.    4,095,630.      MT  (+/- 180 meters Scaled)
 NE0465
 NE0465                          SUPERSEDED SURVEY CONTROL
 NE0465
 NE0465  NGVD 29 (??/??/92)  216.112  (m)          709.03   (f) ADJ UNCH    2 0
 NE0465
 NE0465.Superseded values are not recommended for survey control.
 NE0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0465.See file dsdata.txt to determine how the superseded data were derived.
 NE0465
 NE0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH189079(NAD 83)
 NE0465_MARKER: DD = SURVEY DISK
 NE0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0465_STAMPING: 8 E 3 709.027
 NE0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0465+STABILITY: SURFACE MOTION
 NE0465
 NE0465  HISTORY     - Date     Condition        Report By
 NE0465  HISTORY     - UNK      MONUMENTED       MIGS
 NE0465  HISTORY     - 1955     MARK NOT FOUND   NGS
 NE0465
 NE0465                          STATION DESCRIPTION
 NE0465
 NE0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NE0465'1 MI W FROM BERKLEY.
 NE0465'1.0 MILE WEST ALONG TWELVE MILE ROAD FROM THE INTERSECTION
 NE0465'WITH COOLIDGE HIGHWAY AT BERKLEY, OAKLAND COUNTY, AT THE
 NE0465'INTERSECTION WITH GREENFIELD ROAD, 22 YARDS NORTHWEST OF THE
 NE0465'INTERSECTION OF THE CENTERLINES, 61 FEET WEST OF THE CENTERLINE
 NE0465'OF GREENFIELD ROAD, 28.2 FEET NORTH OF THE CENTERLINE OF TWELVE
 NE0465'MILE ROAD, AND LEVEL WITH THE SURFACE OF THE ROAD.  A STATE
 NE0465'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NE0465'NOTE-- THE MARK IS 3 FEET NORTH OF THE EDGE OF THE PAVEMENT.
 NE0465'THE MARK IS NOW STAMPED 8 E 3 709.027.  DRIVE FOR A GASOLINE
 NE0465'SERVICE STATION HAS BEEN BUILT OVER LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0453 ***********************************************************************
 NE0453  DESIGNATION -  8 F 2
 NE0453  PID         -  NE0453
 NE0453  STATE/COUNTY-  MI/OAKLAND
 NE0453  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0453
 NE0453                         *CURRENT SURVEY CONTROL
 NE0453  ___________________________________________________________________
 NE0453* NAD 83(1986)-  42 32 44.     (N)    083 15 48.     (W)     SCALED    
 NE0453* NAVD 88     -       243.610  (meters)     799.24   (feet)  ADJUSTED  
 NE0453  ___________________________________________________________________
 NE0453  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NE0453  DYNAMIC HT  -         243.541 (meters)     799.02  (feet)  COMP
 NE0453  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 NE0453
 NE0453  VERT ORDER  -  SECOND    CLASS 0
 NE0453
 NE0453.The horizontal coordinates were scaled from a topographic map and have
 NE0453.an estimated accuracy of +/- 6 seconds.
 NE0453
 NE0453.The orthometric height was determined by differential leveling
 NE0453.and adjusted by the National Geodetic Survey in June 1991..
 NE0453
 NE0453.The geoid height was determined by GEOID03.
 NE0453
 NE0453.The dynamic height is computed by dividing the NAVD 88
 NE0453.geopotential number by the normal gravity value computed on the
 NE0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0453.degrees latitude (g = 980.6199 gals.).
 NE0453
 NE0453.The modeled gravity was interpolated from observed gravity values.
 NE0453
 NE0453;                    North         East    Units  Estimated Accuracy
 NE0453;SPC MI S     -   116,730.    4,090,620.      MT  (+/- 180 meters Scaled)
 NE0453
 NE0453                          SUPERSEDED SURVEY CONTROL
 NE0453
 NE0453  NGVD 29 (??/??/92)  243.740  (m)          799.67   (f) ADJ UNCH    2 0
 NE0453
 NE0453.Superseded values are not recommended for survey control.
 NE0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0453.See file dsdata.txt to determine how the superseded data were derived.
 NE0453
 NE0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH141128(NAD 83)
 NE0453_MARKER: DD = SURVEY DISK
 NE0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0453_STAMPING: 8 F 2 799.670
 NE0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0453+STABILITY: SURFACE MOTION
 NE0453
 NE0453  HISTORY     - Date     Condition        Report By
 NE0453  HISTORY     - UNK      MONUMENTED       MIGS
 NE0453  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0453  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0453
 NE0453                          STATION DESCRIPTION
 NE0453
 NE0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0453'2.5 MI W FROM BIRMINGHAM.
 NE0453'2.5 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0453'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH REDFORD
 NE0453'ROAD, 58 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0453'30 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE 2-STORY FRAME
 NE0453'HOUSE OF H. BAKER, 22 YARDS NORTHWEST OF A FIRE HYDRANT, 23.8
 NE0453'FEET NORTH OF THE CENTERLINE OF WEST MAPLE ROAD, AND 6 INCHES
 NE0453'HIGHER THAN THE SURFACE OF THE ROAD.  A STATE SURVEY STANDARD
 NE0453'DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- REPORT OF 1941
 NE0453'STATES THAT THE MARK IS SOUTHEAST OF A FIRE HYDRANT.  IT IS
 NE0453'10 INCHES BELOW THE SURFACE OF THE GROUND, AND 14.4 FEET SOUTHEAST
 NE0453'OF AN 18-INCH WALNUT TREE.  REDFORD ROAD IS NOW CALLED LAHSER
 NE0453'ROAD.  THE MARK WAS STAMPED 8 F 2 799.670.
 NE0453
 NE0453                          STATION RECOVERY (1994)
 NE0453
 NE0453'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0469 ***********************************************************************
 NE0469  DESIGNATION -  8 G 2
 NE0469  PID         -  NE0469
 NE0469  STATE/COUNTY-  MI/OAKLAND
 NE0469  USGS QUAD   -  BIRMINGHAM (1981)
 NE0469
 NE0469                         *CURRENT SURVEY CONTROL
 NE0469  ___________________________________________________________________
 NE0469* NAD 83(1986)-  42 32 46.     (N)    083 14 43.     (W)     SCALED    
 NE0469* NAVD 88     -       230.833  (meters)     757.32   (feet)  ADJUSTED  
 NE0469  ___________________________________________________________________
 NE0469  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE0469  DYNAMIC HT  -         230.767 (meters)     757.11  (feet)  COMP
 NE0469  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 NE0469
 NE0469  VERT ORDER  -  SECOND    CLASS 0
 NE0469
 NE0469.The horizontal coordinates were scaled from a topographic map and have
 NE0469.an estimated accuracy of +/- 6 seconds.
 NE0469
 NE0469.The orthometric height was determined by differential leveling
 NE0469.and adjusted by the National Geodetic Survey in June 1991..
 NE0469
 NE0469.The geoid height was determined by GEOID03.
 NE0469
 NE0469.The dynamic height is computed by dividing the NAVD 88
 NE0469.geopotential number by the normal gravity value computed on the
 NE0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0469.degrees latitude (g = 980.6199 gals.).
 NE0469
 NE0469.The modeled gravity was interpolated from observed gravity values.
 NE0469
 NE0469;                    North         East    Units  Estimated Accuracy
 NE0469;SPC MI S     -   116,810.    4,092,100.      MT  (+/- 180 meters Scaled)
 NE0469
 NE0469                          SUPERSEDED SURVEY CONTROL
 NE0469
 NE0469  NGVD 29 (??/??/92)  230.962  (m)          757.75   (f) ADJ UNCH    2 0
 NE0469
 NE0469.Superseded values are not recommended for survey control.
 NE0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0469.See file dsdata.txt to determine how the superseded data were derived.
 NE0469
 NE0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH156128(NAD 83)
 NE0469_MARKER: DD = SURVEY DISK
 NE0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0469_STAMPING: 8 G 2 757.748
 NE0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0469+STABILITY: SURFACE MOTION
 NE0469
 NE0469  HISTORY     - Date     Condition        Report By
 NE0469  HISTORY     - UNK      MONUMENTED       MIGS
 NE0469  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0469  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0469
 NE0469                          STATION DESCRIPTION
 NE0469
 NE0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0469'1.5 MI W FROM BIRMINGHAM.
 NE0469'1.5 MILES WEST ALONG WEST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0469'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH CRANBROOK
 NE0469'ROAD, 52 FEET NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0469'45.7 FEET EAST OF THE CENTERLINE OF CRANBROOK ROAD, 25 FEET
 NE0469'NORTH OF THE CENTERLINE OF WEST MAPLE ROAD, AND LEVEL WITH THE
 NE0469'SURFACE OF WEST MAPLE ROAD.  A STATE SURVEY STANDARD DISK, SET
 NE0469'IN THE TOP OF A CONCRETE POST.  NOTE-- THE MARK IS FLUSH WITH
 NE0469'THE SURFACE OF THE GROUND.  IT IS NOW STAMPED 8 G 2 757.748.
 NE0469
 NE0469                          STATION RECOVERY (1994)
 NE0469
 NE0469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0467 ***********************************************************************
 NE0467  DESIGNATION -  8 G 3
 NE0467  PID         -  NE0467
 NE0467  STATE/COUNTY-  MI/OAKLAND
 NE0467  USGS QUAD   -  BIRMINGHAM (1981)
 NE0467
 NE0467                         *CURRENT SURVEY CONTROL
 NE0467  ___________________________________________________________________
 NE0467* NAD 83(1986)-  42 30 07.     (N)    083 14 32.     (W)     SCALED    
 NE0467* NAVD 88     -       214.833  (meters)     704.83   (feet)  ADJUSTED  
 NE0467  ___________________________________________________________________
 NE0467  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NE0467  DYNAMIC HT  -         214.772 (meters)     704.63  (feet)  COMP
 NE0467  MODELED GRAV-     980,334.1   (mgal)                       NAVD 88
 NE0467
 NE0467  VERT ORDER  -  SECOND    CLASS 0
 NE0467
 NE0467.The horizontal coordinates were scaled from a topographic map and have
 NE0467.an estimated accuracy of +/- 6 seconds.
 NE0467
 NE0467.The orthometric height was determined by differential leveling
 NE0467.and adjusted by the National Geodetic Survey in June 1991..
 NE0467
 NE0467.The geoid height was determined by GEOID03.
 NE0467
 NE0467.The dynamic height is computed by dividing the NAVD 88
 NE0467.geopotential number by the normal gravity value computed on the
 NE0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0467.degrees latitude (g = 980.6199 gals.).
 NE0467
 NE0467.The modeled gravity was interpolated from observed gravity values.
 NE0467
 NE0467;                    North         East    Units  Estimated Accuracy
 NE0467;SPC MI S     -   111,910.    4,092,420.      MT  (+/- 180 meters Scaled)
 NE0467
 NE0467                          SUPERSEDED SURVEY CONTROL
 NE0467
 NE0467  NGVD 29 (??/??/92)  214.965  (m)          705.26   (f) ADJ UNCH    2 0
 NE0467
 NE0467.Superseded values are not recommended for survey control.
 NE0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0467.See file dsdata.txt to determine how the superseded data were derived.
 NE0467
 NE0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH157079(NAD 83)
 NE0467_MARKER: DD = SURVEY DISK
 NE0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0467_STAMPING: 8 G 3 705.264
 NE0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0467+STABILITY: SURFACE MOTION
 NE0467
 NE0467  HISTORY     - Date     Condition        Report By
 NE0467  HISTORY     - UNK      MONUMENTED       MIGS
 NE0467  HISTORY     - 1941     GOOD             NGS
 NE0467  HISTORY     - 1971     MARK NOT FOUND   NGS
 NE0467  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0467
 NE0467                          STATION DESCRIPTION
 NE0467
 NE0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0467'3.1 MI W FROM BERKLEY.
 NE0467'3.1 MILES WEST ALONG TWELVE MILE ROAD FROM THE INTERSECTION
 NE0467'WITH COOLIDGE HIGHWAY AT BERKLEY, OAKLAND COUNTY, AT THE
 NE0467'INTERSECTION WITH EVERGREEN ROAD, 21 YARDS SOUTHWEST OF THE
 NE0467'INTERSECTION OF THE CENTERLINES, 18 YARDS WEST OF THE CENTERLINE
 NE0467'OF EVERGREEN ROAD, 7 YARDS WEST OF THE WEST END OF THE SOUTH
 NE0467'HEADWALL OF A CONCRETE CULVERT, 24.7 FEET SOUTH OF THE CENTERLINE
 NE0467'OF TWELVE MILE ROAD, AND LEVEL WITH THE SURFACE OF TWELVE MILE
 NE0467'ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 NE0467'POST.  NOTE-- THE SITE IS NOW COVERED WITH CONCRETE FOR RIGHT
 NE0467'TURNING LANE THE MARK IS ASSUMED TO EITHER HAVE BEEN DESTROYED
 NE0467'OR COVERED.  THERE ARE 2 LARGE MANHOLE COVERS IN THE VICINITY
 NE0467'BUT DUE TO THEIR SIZE AND HEAVY TRAFFIC NO ATTEMPT WAS MADE
 NE0467'TO CHECK UNDER THEM.  A REPORT FROM A PRIVATE FIRM STATED THAT
 NE0467'WHEN THEY RAN LEVEL TO THE MARK IN 1970 THAT A DIFFERENCE OF
 NE0467'ABOUT 0.7 OF A FOOT WAS FOUND AND THIS WAS THOUGHT DUE TO
 NE0467'CONSTRUCTION AND HEAVY TRAFFIC OVER THE MARK.  THE MARK IS 5.5
 NE0467'FEET NORTHEAST OF TELEPHONE POLE, AND IS NOW STAMPED 8 G 3
 NE0467'705.264.
 NE0467
 NE0467                          STATION RECOVERY (1971)
 NE0467
 NE0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NE0467'MARK NOT FOUND.
 NE0467
 NE0467                          STATION RECOVERY (1983)
 NE0467
 NE0467'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0467'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0361 ***********************************************************************
 NE0361  DESIGNATION -  8 H 1
 NE0361  PID         -  NE0361
 NE0361  STATE/COUNTY-  MI/OAKLAND
 NE0361  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0361
 NE0361                         *CURRENT SURVEY CONTROL
 NE0361  ___________________________________________________________________
 NE0361* NAD 83(1986)-  42 39 53.     (N)    083 19 58.     (W)     SCALED    
 NE0361* NAVD 88     -       288.747  (meters)     947.33   (feet)  ADJUSTED  
 NE0361  ___________________________________________________________________
 NE0361  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NE0361  DYNAMIC HT  -         288.660 (meters)     947.05  (feet)  COMP
 NE0361  MODELED GRAV-     980,311.9   (mgal)                       NAVD 88
 NE0361
 NE0361  VERT ORDER  -  SECOND    CLASS 0
 NE0361
 NE0361.The horizontal coordinates were scaled from a topographic map and have
 NE0361.an estimated accuracy of +/- 6 seconds.
 NE0361
 NE0361.The orthometric height was determined by differential leveling
 NE0361.and adjusted by the National Geodetic Survey in June 1991..
 NE0361
 NE0361.The geoid height was determined by GEOID03.
 NE0361
 NE0361.The dynamic height is computed by dividing the NAVD 88
 NE0361.geopotential number by the normal gravity value computed on the
 NE0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0361.degrees latitude (g = 980.6199 gals.).
 NE0361
 NE0361.The modeled gravity was interpolated from observed gravity values.
 NE0361
 NE0361;                    North         East    Units  Estimated Accuracy
 NE0361;SPC MI S     -   129,900.    4,084,750.      MT  (+/- 180 meters Scaled)
 NE0361
 NE0361                          SUPERSEDED SURVEY CONTROL
 NE0361
 NE0361  NGVD 29 (??/??/92)  288.856  (m)          947.69   (f) ADJ UNCH    2 0
 NE0361
 NE0361.Superseded values are not recommended for survey control.
 NE0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0361.See file dsdata.txt to determine how the superseded data were derived.
 NE0361
 NE0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH088262(NAD 83)
 NE0361_MARKER: DD = SURVEY DISK
 NE0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0361_SP_SET: SIDEWALK
 NE0361_STAMPING: 8 H 1 1934
 NE0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0361
 NE0361  HISTORY     - Date     Condition        Report By
 NE0361  HISTORY     - 1934     MONUMENTED       MIGS
 NE0361  HISTORY     - 1938     GOOD             NGS
 NE0361  HISTORY     - 19890208 MARK NOT FOUND   LOCENG
 NE0361  HISTORY     - 19890208 MARK NOT FOUND   LOCENG
 NE0361  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0361
 NE0361                          STATION DESCRIPTION
 NE0361
 NE0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0361'2.5 MI NW FROM PONTIAC.
 NE0361'2.5 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0361'THE STATION AT PONTIAC, OAKLAND COUNTY, BENEATH THE VIADUCT
 NE0361'OVER TELEGRAPH ROAD, 20.4 FEET NORTHWEST OF THE CENTERLINE OF
 NE0361'THE HIGHWAY, 1.3 FEET NORTHEAST OF THE EAST CORNER PIER OF THE
 NE0361'VIADUCT, 1 FOOT WEST OF THE EAST CORNER OF THE NORTHWEST FOOTING,
 NE0361'AND IN THE TOP OF THE PAVEMENT.  A STATE SURVEY STANDARD DISK,
 NE0361'STAMPED 8 H 1 1934.
 NE0361
 NE0361                          STATION RECOVERY (1989)
 NE0361
 NE0361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DCB)
 NE0361'MARK NOT FOUND.
 NE0361
 NE0361                          STATION RECOVERY (1989)
 NE0361
 NE0361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DCB)
 NE0361'MARK NOT FOUND.
 NE0361
 NE0361                          STATION RECOVERY (1994)
 NE0361
 NE0361'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0452 ***********************************************************************
 NE0452  DESIGNATION -  8 H 2
 NE0452  PID         -  NE0452
 NE0452  STATE/COUNTY-  MI/OAKLAND
 NE0452  USGS QUAD   -  BIRMINGHAM (1981)
 NE0452
 NE0452                         *CURRENT SURVEY CONTROL
 NE0452  ___________________________________________________________________
 NE0452* NAD 83(1986)-  42 32 46.     (N)    083 14 13.     (W)     SCALED    
 NE0452* NAVD 88     -       230.846  (meters)     757.37   (feet)  ADJUSTED  
 NE0452  ___________________________________________________________________
 NE0452  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 NE0452  DYNAMIC HT  -         230.780 (meters)     757.15  (feet)  COMP
 NE0452  MODELED GRAV-     980,329.8   (mgal)                       NAVD 88
 NE0452
 NE0452  VERT ORDER  -  SECOND    CLASS 0
 NE0452
 NE0452.The horizontal coordinates were scaled from a topographic map and have
 NE0452.an estimated accuracy of +/- 6 seconds.
 NE0452
 NE0452.The orthometric height was determined by differential leveling
 NE0452.and adjusted by the National Geodetic Survey in June 1991..
 NE0452
 NE0452.The geoid height was determined by GEOID03.
 NE0452
 NE0452.The dynamic height is computed by dividing the NAVD 88
 NE0452.geopotential number by the normal gravity value computed on the
 NE0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0452.degrees latitude (g = 980.6199 gals.).
 NE0452
 NE0452.The modeled gravity was interpolated from observed gravity values.
 NE0452
 NE0452;                    North         East    Units  Estimated Accuracy
 NE0452;SPC MI S     -   116,820.    4,092,780.      MT  (+/- 180 meters Scaled)
 NE0452
 NE0452                          SUPERSEDED SURVEY CONTROL
 NE0452
 NE0452  NGVD 29 (??/??/92)  230.975  (m)          757.79   (f) ADJ UNCH    2 0
 NE0452
 NE0452.Superseded values are not recommended for survey control.
 NE0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0452.See file dsdata.txt to determine how the superseded data were derived.
 NE0452
 NE0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH163128(NAD 83)
 NE0452_MARKER: DD = SURVEY DISK
 NE0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0452_STAMPING: 8 H 2 757.790
 NE0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0452+STABILITY: SURFACE MOTION
 NE0452
 NE0452  HISTORY     - Date     Condition        Report By
 NE0452  HISTORY     - UNK      MONUMENTED       MIGS
 NE0452  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0452
 NE0452                          STATION DESCRIPTION
 NE0452
 NE0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0452'1 MI W FROM BIRMINGHAM.
 NE0452'ORIGINAL DESCRIPTION-- 1.0 MILE WEST ALONG WEST MAPLE ROAD FROM
 NE0452'THE MUNICIPAL BUILDING AT BIRMINGHAM, OAKLAND COUNTY, AT THE
 NE0452'INTERSECTION WITH LARCHLEA AVENUE, ON A TRIANGULAR PATCH OF GRASS,
 NE0452'21 YARDS NORTHWEST OF A FIRE HYDRANT, 22.6 FEET SOUTH OF THE
 NE0452'CENTERLINE OF WEST MAPLE ROAD, 19.3 FEET NORTHEAST OF A 14-INCH
 NE0452'WALNUT TREE, AND 6 INCHES LOWER THAN THE SURFACE OF THE WEST
 NE0452'MAPLE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A
 NE0452'CONCRETE POST.  NOTE-- THE MARK IS 15 FEET SOUTHWEST OF A POLE,
 NE0452'FLUSH WITH THE GROUND.  THE MARK WAS STAMPED 8 H 2 757.790.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0485 ***********************************************************************
 OJ0485  DESIGNATION -  8 KEE USGS
 OJ0485  PID         -  OJ0485
 OJ0485  STATE/COUNTY-  MI/HURON
 OJ0485  USGS QUAD   -  CASEVILLE (1970)
 OJ0485
 OJ0485                         *CURRENT SURVEY CONTROL
 OJ0485  ___________________________________________________________________
 OJ0485* NAD 83(1986)-  43 54 18.     (N)    083 15 06.     (W)     SCALED    
 OJ0485* NAVD 88     -       184.081  (meters)     603.94   (feet)  ADJUSTED  
 OJ0485  ___________________________________________________________________
 OJ0485  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0485  DYNAMIC HT  -         184.053 (meters)     603.85  (feet)  COMP
 OJ0485  MODELED GRAV-     980,459.4   (mgal)                       NAVD 88
 OJ0485
 OJ0485  VERT ORDER  -  FIRST     CLASS 0
 OJ0485
 OJ0485.The horizontal coordinates were scaled from a topographic map and have
 OJ0485.an estimated accuracy of +/- 6 seconds.
 OJ0485
 OJ0485.The orthometric height was determined by differential leveling
 OJ0485.and adjusted by the National Geodetic Survey in June 1991..
 OJ0485
 OJ0485.The geoid height was determined by GEOID03.
 OJ0485
 OJ0485.The dynamic height is computed by dividing the NAVD 88
 OJ0485.geopotential number by the normal gravity value computed on the
 OJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0485.degrees latitude (g = 980.6199 gals.).
 OJ0485
 OJ0485.The modeled gravity was interpolated from observed gravity values.
 OJ0485
 OJ0485;                    North         East    Units  Estimated Accuracy
 OJ0485;SPC MI S     -   267,750.    4,089,580.      MT  (+/- 180 meters Scaled)
 OJ0485
 OJ0485                          SUPERSEDED SURVEY CONTROL
 OJ0485
 OJ0485  NGVD 29 (??/??/92)  184.225  (m)          604.41   (f) ADJ UNCH    1 0
 OJ0485
 OJ0485.Superseded values are not recommended for survey control.
 OJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0485.See file dsdata.txt to determine how the superseded data were derived.
 OJ0485
 OJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ191637(NAD 83)
 OJ0485_MARKER: DD = SURVEY DISK
 OJ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0485_SP_SET: CONCRETE POST
 OJ0485_STAMPING: 8 KEE 1969 604
 OJ0485_PROJECTION: FLUSH
 OJ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0485+STABILITY: SURFACE MOTION
 OJ0485
 OJ0485  HISTORY     - Date     Condition        Report By
 OJ0485  HISTORY     - 1969     MONUMENTED       USGS
 OJ0485  HISTORY     - 1976     GOOD             NOS
 OJ0485  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0485
 OJ0485                          STATION DESCRIPTION
 OJ0485
 OJ0485'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0485'3.0 MI SOUTH FROM CASEVILLE.
 OJ0485'3.0 MILES SOUTH ALONG STURM ROAD FROM CASEVILLE, 0.25 MILE EAST OF THE
 OJ0485'INTERSECTION OF STURM AND DUNN ROADS, AT THE SOUTHEAST ABUTMENT OF THE
 OJ0485'DUNN ROAD STEEL GIRDER BRIDGE OVER THE PIGEON RIVER, 14 FT. SOUTH
 OJ0485'CENTERLINE OF DUNN ROAD, 2.35 FT. WEST OF EAST FACE OF ABUTMENT, BEING
 OJ0485'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0485'CONCRETE.
 OJ0485
 OJ0485                          STATION RECOVERY (1999)
 OJ0485
 OJ0485'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0374 ***********************************************************************
 NE0374  DESIGNATION -  8 L 1
 NE0374  PID         -  NE0374
 NE0374  STATE/COUNTY-  MI/OAKLAND
 NE0374  USGS QUAD   -  ROCHESTER (1981)
 NE0374
 NE0374                         *CURRENT SURVEY CONTROL
 NE0374  ___________________________________________________________________
 NE0374* NAD 83(1986)-  42 38 01.     (N)    083 13 27.     (W)     SCALED    
 NE0374* NAVD 88     -       261.052  (meters)     856.47   (feet)  ADJUSTED  
 NE0374  ___________________________________________________________________
 NE0374  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NE0374  DYNAMIC HT  -         260.974 (meters)     856.21  (feet)  COMP
 NE0374  MODELED GRAV-     980,315.7   (mgal)                       NAVD 88
 NE0374
 NE0374  VERT ORDER  -  SECOND    CLASS 0
 NE0374
 NE0374.The horizontal coordinates were scaled from a topographic map and have
 NE0374.an estimated accuracy of +/- 6 seconds.
 NE0374
 NE0374.The orthometric height was determined by differential leveling
 NE0374.and adjusted by the National Geodetic Survey in June 1991..
 NE0374
 NE0374.The geoid height was determined by GEOID03.
 NE0374
 NE0374.The dynamic height is computed by dividing the NAVD 88
 NE0374.geopotential number by the normal gravity value computed on the
 NE0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0374.degrees latitude (g = 980.6199 gals.).
 NE0374
 NE0374.The modeled gravity was interpolated from observed gravity values.
 NE0374
 NE0374;                    North         East    Units  Estimated Accuracy
 NE0374;SPC MI S     -   126,550.    4,093,700.      MT  (+/- 180 meters Scaled)
 NE0374
 NE0374                          SUPERSEDED SURVEY CONTROL
 NE0374
 NE0374  NGVD 29 (??/??/92)  261.180  (m)          856.89   (f) ADJ UNCH    2 0
 NE0374
 NE0374.Superseded values are not recommended for survey control.
 NE0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0374.See file dsdata.txt to determine how the superseded data were derived.
 NE0374
 NE0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH176225(NAD 83)
 NE0374_MARKER: DD = SURVEY DISK
 NE0374_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NE0374_SP_SET: BRIDGE HEADWALL
 NE0374_STAMPING: 8 L 1 1934
 NE0374_MARK LOGO: MIGS  
 NE0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0374
 NE0374  HISTORY     - Date     Condition        Report By
 NE0374  HISTORY     - 1944     MONUMENTED       MIGS
 NE0374  HISTORY     - 1934     GOOD             NGS
 NE0374  HISTORY     - 19950114 MARK NOT FOUND   LOCENG
 NE0374
 NE0374                          STATION DESCRIPTION
 NE0374
 NE0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0374'AT AMY.
 NE0374'AT THE WEST END OF AMY, OAKLAND COUNTY, ON AUBURN ROAD, AT A
 NE0374'BRIDGE OVER A MILL-RACE, IN THE TOP OF THE WEST HEADWALL, ABOUT
 NE0374'5 INCHES WEST OF THE WEST END OF THE NORTH BALUSTRADE, AND 18.5
 NE0374'FEET NORTH OF THE CENTERLINE OF THE ROAD.  A STATE SURVEY
 NE0374'STANDARD DISK, STAMPED 8 L 1.
 NE0374
 NE0374                          STATION RECOVERY (1995)
 NE0374
 NE0374'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (LRF)
 NE0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0449 ***********************************************************************
 NE0449  DESIGNATION -  8 L 2
 NE0449  PID         -  NE0449
 NE0449  STATE/COUNTY-  MI/OAKLAND
 NE0449  USGS QUAD   -  BIRMINGHAM (1981)
 NE0449
 NE0449                         *CURRENT SURVEY CONTROL
 NE0449  ___________________________________________________________________
 NE0449* NAD 83(1986)-  42 32 52.     (N)    083 10 30.     (W)     SCALED    
 NE0449* NAVD 88     -       216.727  (meters)     711.05   (feet)  ADJUSTED  
 NE0449  ___________________________________________________________________
 NE0449  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NE0449  DYNAMIC HT  -         216.665 (meters)     710.84  (feet)  COMP
 NE0449  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 NE0449
 NE0449  VERT ORDER  -  SECOND    CLASS 0
 NE0449
 NE0449.The horizontal coordinates were scaled from a topographic map and have
 NE0449.an estimated accuracy of +/- 6 seconds.
 NE0449
 NE0449.The orthometric height was determined by differential leveling
 NE0449.and adjusted by the National Geodetic Survey in June 1991..
 NE0449
 NE0449.The geoid height was determined by GEOID03.
 NE0449
 NE0449.The dynamic height is computed by dividing the NAVD 88
 NE0449.geopotential number by the normal gravity value computed on the
 NE0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0449.degrees latitude (g = 980.6199 gals.).
 NE0449
 NE0449.The modeled gravity was interpolated from observed gravity values.
 NE0449
 NE0449;                    North         East    Units  Estimated Accuracy
 NE0449;SPC MI S     -   117,080.    4,097,870.      MT  (+/- 180 meters Scaled)
 NE0449
 NE0449                          SUPERSEDED SURVEY CONTROL
 NE0449
 NE0449  NGVD 29 (??/??/92)  216.858  (m)          711.48   (f) ADJ UNCH    2 0
 NE0449
 NE0449.Superseded values are not recommended for survey control.
 NE0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0449.See file dsdata.txt to determine how the superseded data were derived.
 NE0449
 NE0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH214128(NAD 83)
 NE0449_MARKER: DD = SURVEY DISK
 NE0449_SETTING: 0 = UNSPECIFIED SETTING
 NE0449_STAMPING: 8 L 2 711.475
 NE0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0449
 NE0449  HISTORY     - Date     Condition        Report By
 NE0449  HISTORY     - UNK      MONUMENTED       MIGS
 NE0449  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0449  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 NE0449  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0449
 NE0449                          STATION DESCRIPTION
 NE0449
 NE0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0449'2 MI E FROM BIRMINGHAM.
 NE0449'2.0 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0449'AT BIRMINGHAM, OAKLAND COUNTY, 0.5 MILE WEST OF THE INTERSECTION
 NE0449'WITH CROOKS ROAD, 135 YARDS NORTHEAST OF THE NORTHEAST CORNER
 NE0449'OF A 1-STORY CONCRETE BLOCK FARMHOUSE, 18 YARDS SOUTHWEST OF POLE
 NE0449'6/E8547, 75 FEET EAST OF THE CENTERLINE OF A PRIVATE DRIVEWAY,
 NE0449'23 FEET NORTH OF THE CENTERLINE OF EAST MAPLE ROAD, AND 6 INCHES
 NE0449'LOWER THAN THE SURFACE OF THE ROAD.  NOTE-- THE FARMHOUSE IS
 NE0449'NO LONGER IN EXISTANCE.  THE MARK IS ACROSS THE ROAD FROM THE
 NE0449'FOUNDATION RUINS OF THE FORMER FARMHOUSE AND IS 6 INCHES HIGHER
 NE0449'THAN THE ROAD, INSTEAD OF LOWER.  A STATE SURVEY STANDARD DISK,
 NE0449'STAMPED 8 L 2 711.475 AND SET IN THE TOP OF A CONCRETE POST.
 NE0449
 NE0449                          STATION RECOVERY (1997)
 NE0449
 NE0449'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0449'MARK NOT FOUND.
 NE0449
 NE0449                          STATION RECOVERY (2001)
 NE0449
 NE0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0449'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1266 ***********************************************************************
 NE1266  DESIGNATION -  8 L MIGS 1943
 NE1266  PID         -  NE1266
 NE1266  STATE/COUNTY-  MI/OAKLAND
 NE1266  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1266
 NE1266                         *CURRENT SURVEY CONTROL
 NE1266  ___________________________________________________________________
 NE1266* NAD 83(1994)-  42 40 37.42174(N)    083 18 05.68481(W)     ADJUSTED  
 NE1266* NAVD 88     -       298.     (meters)     978.     (feet)  SCALED    
 NE1266  ___________________________________________________________________
 NE1266  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 NE1266  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NE1266
 NE1266  HORZ ORDER  -  SECOND
 NE1266
 NE1266.The horizontal coordinates were established by classical geodetic methods
 NE1266.and adjusted by the National Geodetic Survey in February 1997..
 NE1266
 NE1266.The orthometric height was scaled from a topographic map.
 NE1266
 NE1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1266
 NE1266.The geoid height was determined by GEOID03.
 NE1266
 NE1266;                    North         East     Units Scale Factor Converg.
 NE1266;SPC MI S     -   131,296.897 4,087,291.827   MT  0.99991343   +0 43 29.4
 NE1266;SPC MI S     -   430,764.10 13,409,750.09   iFT  0.99991343   +0 43 29.4
 NE1266;UTM  17      - 4,727,522.307   311,418.419   MT  1.00003755   -1 33 38.2
 NE1266
 NE1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1266!SPC MI S     -   0.99995865  x   0.99991343  =   0.99987209
 NE1266!UTM  17      -   0.99995865  x   1.00003755  =   0.99999620
 NE1266
 NE1266                          SUPERSEDED SURVEY CONTROL
 NE1266
 NE1266  NAD 83(1986)-  42 40 37.42428(N)    083 18 05.71826(W) AD(       ) 2
 NE1266  NAD 27      -  42 40 37.30200(N)    083 18 05.94700(W) AD(       ) 2
 NE1266
 NE1266.Superseded values are not recommended for survey control.
 NE1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1266.See file dsdata.txt to determine how the superseded data were derived.
 NE1266
 NE1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1141827522(NAD 83)
 NE1266_MARKER: Z = SEE DESCRIPTION
 NE1266_SETTING: 0 = UNSPECIFIED SETTING
 NE1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1266
 NE1266  HISTORY     - Date     Condition        Report By
 NE1266  HISTORY     - 1943     MONUMENTED       CGS
 NE1266  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE1266
 NE1266                          STATION DESCRIPTION
 NE1266
 NE1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1266'STATION IS LOCATED ON THE NW CORNER OF WALTON BOULEVARD AND BALDWIN
 NE1266'AVENUE IN THE CITY OF PONTIAC.  IT IS 74.94 FEET N OF
 NE1266'TRIANGULATION STATION WALTON, 33.2 FEET N OF THE CENTER LINE
 NE1266'OF WALTON BOULEVARD,
 NE1266'9.0 FEET E OF A 24-INCH APPLE TREE AND 33.6
 NE1266'FEET SW OF THE SE CORNER OF A
 NE1266'CEMENT-BLOCK BUILDING.  THE DISK
 NE1266'IS A STANDARD U.S.C. AND G.S. AND S.S. DISK AND
 NE1266'IS NOT STAMPED.
 NE1266'
 NE1266'THIS IS A TRAVERSE STATION.
 NE1266
 NE1266                          STATION RECOVERY (2004)
 NE1266
 NE1266'RECOVERY NOTE BY US POWER SQUADRON 2004 (AL)
 NE1266'WALTON AND BALDWIN WIDENED TO FIVE LANES. 33.6 FT FROM SE CORNER OF
 NE1266'BRICK BLDG IS NEWLY SODDED WITH NEW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0448 ***********************************************************************
 NE0448  DESIGNATION -  8 M 2
 NE0448  PID         -  NE0448
 NE0448  STATE/COUNTY-  MI/OAKLAND
 NE0448  USGS QUAD   -  BIRMINGHAM (1981)
 NE0448
 NE0448                         *CURRENT SURVEY CONTROL
 NE0448  ___________________________________________________________________
 NE0448* NAD 83(1986)-  42 32 53.     (N)    083 09 58.     (W)     SCALED    
 NE0448* NAVD 88     -       210.694  (meters)     691.25   (feet)  ADJUSTED  
 NE0448  ___________________________________________________________________
 NE0448  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 NE0448  DYNAMIC HT  -         210.634 (meters)     691.05  (feet)  COMP
 NE0448  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 NE0448
 NE0448  VERT ORDER  -  SECOND    CLASS 0
 NE0448
 NE0448.The horizontal coordinates were scaled from a topographic map and have
 NE0448.an estimated accuracy of +/- 6 seconds.
 NE0448
 NE0448.The orthometric height was determined by differential leveling
 NE0448.and adjusted by the National Geodetic Survey in June 1991..
 NE0448
 NE0448.The geoid height was determined by GEOID03.
 NE0448
 NE0448.The dynamic height is computed by dividing the NAVD 88
 NE0448.geopotential number by the normal gravity value computed on the
 NE0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0448.degrees latitude (g = 980.6199 gals.).
 NE0448
 NE0448.The modeled gravity was interpolated from observed gravity values.
 NE0448
 NE0448;                    North         East    Units  Estimated Accuracy
 NE0448;SPC MI S     -   117,120.    4,098,600.      MT  (+/- 180 meters Scaled)
 NE0448
 NE0448                          SUPERSEDED SURVEY CONTROL
 NE0448
 NE0448  NGVD 29 (??/??/92)  210.826  (m)          691.68   (f) ADJ UNCH    2 0
 NE0448
 NE0448.Superseded values are not recommended for survey control.
 NE0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0448.See file dsdata.txt to determine how the superseded data were derived.
 NE0448
 NE0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH221129(NAD 83)
 NE0448_MARKER: DD = SURVEY DISK
 NE0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0448_STAMPING: 8 M 2 691.685
 NE0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0448+STABILITY: SURFACE MOTION
 NE0448
 NE0448  HISTORY     - Date     Condition        Report By
 NE0448  HISTORY     - UNK      MONUMENTED       MIGS
 NE0448  HISTORY     - 1941     GOOD             NGS
 NE0448  HISTORY     - 1975     MARK NOT FOUND   ABRAMS
 NE0448  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0448  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0448
 NE0448                          STATION DESCRIPTION
 NE0448
 NE0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0448'2.5 MI E FROM BIRMINGHAM.
 NE0448'2.5 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0448'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH CROOKS
 NE0448'ROAD, 48 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0448'138 FEET EAST OF THE CENTERLINE OF CROOKS ROAD, 22.3 FEET NORTH
 NE0448'OF THE CENTERLINE OF EAST MAPLE ROAD, AND 6 INCHES LOWER THAN
 NE0448'THE SURFACE OF EAST MAPLE ROAD.  A STATE SURVEY STANDARD DISK,
 NE0448'STAMPED 8 M 2 691.685 AND SET IN THE TOP OF A CONCRETE POST.
 NE0448
 NE0448                          STATION RECOVERY (1975)
 NE0448
 NE0448'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1975
 NE0448'MARK NOT FOUND.
 NE0448
 NE0448                          STATION RECOVERY (1997)
 NE0448
 NE0448'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0448'MARK NOT FOUND.
 NE0448
 NE0448                          STATION RECOVERY (2001)
 NE0448
 NE0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0448'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0447 ***********************************************************************
 NE0447  DESIGNATION -  8 N 2
 NE0447  PID         -  NE0447
 NE0447  STATE/COUNTY-  MI/OAKLAND
 NE0447  USGS QUAD   -  BIRMINGHAM (1981)
 NE0447
 NE0447                         *CURRENT SURVEY CONTROL
 NE0447  ___________________________________________________________________
 NE0447* NAD 83(1986)-  42 32 55.     (N)    083 07 56.     (W)     SCALED    
 NE0447* NAVD 88     -       200.392  (meters)     657.45   (feet)  ADJUSTED  
 NE0447  ___________________________________________________________________
 NE0447  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NE0447  DYNAMIC HT  -         200.335 (meters)     657.27  (feet)  COMP
 NE0447  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 NE0447
 NE0447  VERT ORDER  -  SECOND    CLASS 0
 NE0447
 NE0447.The horizontal coordinates were scaled from a topographic map and have
 NE0447.an estimated accuracy of +/- 6 seconds.
 NE0447
 NE0447.The orthometric height was determined by differential leveling
 NE0447.and adjusted by the National Geodetic Survey in June 1991..
 NE0447
 NE0447.The geoid height was determined by GEOID03.
 NE0447
 NE0447.The dynamic height is computed by dividing the NAVD 88
 NE0447.geopotential number by the normal gravity value computed on the
 NE0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0447.degrees latitude (g = 980.6199 gals.).
 NE0447
 NE0447.The modeled gravity was interpolated from observed gravity values.
 NE0447
 NE0447;                    North         East    Units  Estimated Accuracy
 NE0447;SPC MI S     -   117,220.    4,101,380.      MT  (+/- 180 meters Scaled)
 NE0447
 NE0447                          SUPERSEDED SURVEY CONTROL
 NE0447
 NE0447  NGVD 29 (??/??/92)  200.527  (m)          657.90   (f) ADJ UNCH    2 0
 NE0447
 NE0447.Superseded values are not recommended for survey control.
 NE0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0447.See file dsdata.txt to determine how the superseded data were derived.
 NE0447
 NE0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH249128(NAD 83)
 NE0447_MARKER: DD = SURVEY DISK
 NE0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0447_STAMPING: 8 N 2 657.896
 NE0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0447+STABILITY: SURFACE MOTION
 NE0447
 NE0447  HISTORY     - Date     Condition        Report By
 NE0447  HISTORY     - UNK      MONUMENTED       MIGS
 NE0447  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0447  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0447  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0447
 NE0447                          STATION DESCRIPTION
 NE0447
 NE0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0447'4.3 MI E FROM BIRMINGHAM.
 NE0447'4.3 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0447'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH ROCHESTER
 NE0447'ROAD, 39 YARDS NORTHEAST OF THE INTERSECTION OF THE CENTERLINES,
 NE0447'110.5 FEET EAST OF THE CENTERLINE OF ROCHESTER ROAD, 63.5 FEET
 NE0447'SOUTHEAST OF A CATCH BASIN, 31.3 FEET NORTH OF THE CENTERLINE
 NE0447'OF EAST MAPLE ROAD, AND 3 INCHES LOWER THAN THE SURFACE OF EAST
 NE0447'MAPLE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A
 NE0447'CONCRETE POST AND STAMPED 8 N 2 657.896.  NOTE-- A DRIVE-IN CAFE
 NE0447'IS ON THIS CORNER.  THE MARK MAY BE BURIED IN THE PARKING AREA.
 NE0447
 NE0447                          STATION RECOVERY (1997)
 NE0447
 NE0447'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0447'MARK NOT FOUND.
 NE0447
 NE0447                          STATION RECOVERY (2001)
 NE0447
 NE0447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0447'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0443 ***********************************************************************
 NE0443  DESIGNATION -  8 P 1
 NE0443  PID         -  NE0443
 NE0443  STATE/COUNTY-  MI/OAKLAND
 NE0443  USGS QUAD   -  WARREN (1980)
 NE0443
 NE0443                         *CURRENT SURVEY CONTROL
 NE0443  ___________________________________________________________________
 NE0443* NAD 83(1986)-  42 35 35.     (N)    083 05 24.     (W)     SCALED    
 NE0443* NAVD 88     -       195.781  (meters)     642.32   (feet)  ADJUSTED  
 NE0443  ___________________________________________________________________
 NE0443  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 NE0443  DYNAMIC HT  -         195.725 (meters)     642.14  (feet)  COMP
 NE0443  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 NE0443
 NE0443  VERT ORDER  -  SECOND    CLASS 0
 NE0443
 NE0443.The horizontal coordinates were scaled from a topographic map and have
 NE0443.an estimated accuracy of +/- 6 seconds.
 NE0443
 NE0443.The orthometric height was determined by differential leveling
 NE0443.and adjusted by the National Geodetic Survey in June 1991..
 NE0443
 NE0443.The geoid height was determined by GEOID03.
 NE0443
 NE0443.The dynamic height is computed by dividing the NAVD 88
 NE0443.geopotential number by the normal gravity value computed on the
 NE0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0443.degrees latitude (g = 980.6199 gals.).
 NE0443
 NE0443.The modeled gravity was interpolated from observed gravity values.
 NE0443
 NE0443;                    North         East    Units  Estimated Accuracy
 NE0443;SPC MI S     -   122,210.    4,104,770.      MT  (+/- 180 meters Scaled)
 NE0443
 NE0443                          SUPERSEDED SURVEY CONTROL
 NE0443
 NE0443  NGVD 29 (??/??/92)  195.916  (m)          642.77   (f) ADJ UNCH    2 0
 NE0443
 NE0443.Superseded values are not recommended for survey control.
 NE0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0443.See file dsdata.txt to determine how the superseded data were derived.
 NE0443
 NE0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285177(NAD 83)
 NE0443_MARKER: DD = SURVEY DISK
 NE0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0443+STABILITY: SURFACE MOTION
 NE0443
 NE0443  HISTORY     - Date     Condition        Report By
 NE0443  HISTORY     - UNK      MONUMENTED       MIGS
 NE0443  HISTORY     - 1934     GOOD             NGS
 NE0443  HISTORY     - 1975     MARK NOT FOUND   ABRAMS
 NE0443  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0443
 NE0443                          STATION DESCRIPTION
 NE0443
 NE0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0443'8 MI E FROM BLOOMFIELD HILLS.
 NE0443'8.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0443'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0443'DEQUINDRE ROAD, AND 17.5 YARDS NORTHWEST OF THE INTERSECTION
 NE0443'OF THE CENTERLINES, 62.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NE0443'OF THE RED BRICK ADDITION TO A 2-STORY FRAME HOUSE, 13 YARDS
 NE0443'NORTH OF THE CENTERLINE OF EAST LOND LAKE ROAD, 37 FEET WEST OF
 NE0443'THE CENTERLINE OF DEQUINDRE ROAD, 13 FEET NORTHWEST OF THE
 NE0443'NORTHWEST CORNER OF THE WEST PARAPET WALL OF A CONCRETE CULVERT,
 NE0443'AND 6 INCHES LOWER THAN THE SURFACE OF DEQUINDRE ROAD.  A STATE
 NE0443'SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0443
 NE0443                          STATION RECOVERY (1975)
 NE0443
 NE0443'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1975
 NE0443'MARK NOT FOUND.
 NE0443
 NE0443                          STATION RECOVERY (2001)
 NE0443
 NE0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0443'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0446 ***********************************************************************
 NE0446  DESIGNATION -  8 P 2
 NE0446  PID         -  NE0446
 NE0446  STATE/COUNTY-  MI/OAKLAND
 NE0446  USGS QUAD   -  WARREN (1980)
 NE0446
 NE0446                         *CURRENT SURVEY CONTROL
 NE0446  ___________________________________________________________________
 NE0446* NAD 83(1986)-  42 32 56.     (N)    083 07 18.     (W)     SCALED    
 NE0446* NAVD 88     -       196.422  (meters)     644.43   (feet)  ADJUSTED  
 NE0446  ___________________________________________________________________
 NE0446  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NE0446  DYNAMIC HT  -         196.367 (meters)     644.25  (feet)  COMP
 NE0446  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 NE0446
 NE0446  VERT ORDER  -  SECOND    CLASS 0
 NE0446
 NE0446.The horizontal coordinates were scaled from a topographic map and have
 NE0446.an estimated accuracy of +/- 6 seconds.
 NE0446
 NE0446.The orthometric height was determined by differential leveling
 NE0446.and adjusted by the National Geodetic Survey in June 1991..
 NE0446
 NE0446.The geoid height was determined by GEOID03.
 NE0446
 NE0446.The dynamic height is computed by dividing the NAVD 88
 NE0446.geopotential number by the normal gravity value computed on the
 NE0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0446.degrees latitude (g = 980.6199 gals.).
 NE0446
 NE0446.The modeled gravity was interpolated from observed gravity values.
 NE0446
 NE0446;                    North         East    Units  Estimated Accuracy
 NE0446;SPC MI S     -   117,260.    4,102,250.      MT  (+/- 180 meters Scaled)
 NE0446
 NE0446                          SUPERSEDED SURVEY CONTROL
 NE0446
 NE0446  NGVD 29 (??/??/92)  196.558  (m)          644.87   (f) ADJ UNCH    2 0
 NE0446
 NE0446.Superseded values are not recommended for survey control.
 NE0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0446.See file dsdata.txt to determine how the superseded data were derived.
 NE0446
 NE0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH258129(NAD 83)
 NE0446_MARKER: DD = SURVEY DISK
 NE0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0446+STABILITY: SURFACE MOTION
 NE0446
 NE0446  HISTORY     - Date     Condition        Report By
 NE0446  HISTORY     - UNK      MONUMENTED       MIGS
 NE0446  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0446  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0446  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0446
 NE0446                          STATION DESCRIPTION
 NE0446
 NE0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0446'4.8 MI E FROM BIRMINGHAM.
 NE0446'4.8 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0446'AT BIRMINGHAM, OAKLAND COUNTY, 0.5 MILE EAST OF THE INTERSECTION
 NE0446'WITH ROCHESTER ROAD, AT THE INTERSECTION WITH A DIRT ROAD
 NE0446'FORMERLY KNOWN AS STEPHENSON HIGHWAY, 155 YARDS WEST OF THE
 NE0446'NORTHWEST CORNER OF THE 2-STORY FRAME HOUSE OF ANDREW DAVIDSON
 NE0446'NUMBERED 1536, 7 YARDS SOUTH OF THE CENTERLINE OF EAST MAPLE
 NE0446'ROAD, 93.5 FEET EAST OF A POLE, AND 1 FOOT LOWER THAN THE SURFACE
 NE0446'OF EAST MAPLE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP
 NE0446'OF A CONCRETE POST.
 NE0446
 NE0446                          STATION RECOVERY (1997)
 NE0446
 NE0446'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0446'MARK NOT FOUND.
 NE0446
 NE0446                          STATION RECOVERY (2001)
 NE0446
 NE0446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0446'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0442 ***********************************************************************
 NE0442  DESIGNATION -  8 Q 1
 NE0442  PID         -  NE0442
 NE0442  STATE/COUNTY-  MI/OAKLAND
 NE0442  USGS QUAD   -  WARREN (1980)
 NE0442
 NE0442                         *CURRENT SURVEY CONTROL
 NE0442  ___________________________________________________________________
 NE0442* NAD 83(1986)-  42 35 35.     (N)    083 05 46.     (W)     SCALED    
 NE0442* NAVD 88     -       197.143  (meters)     646.79   (feet)  ADJUSTED  
 NE0442  ___________________________________________________________________
 NE0442  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NE0442  DYNAMIC HT  -         197.087 (meters)     646.61  (feet)  COMP
 NE0442  MODELED GRAV-     980,330.4   (mgal)                       NAVD 88
 NE0442
 NE0442  VERT ORDER  -  SECOND    CLASS 0
 NE0442
 NE0442.The horizontal coordinates were scaled from a topographic map and have
 NE0442.an estimated accuracy of +/- 6 seconds.
 NE0442
 NE0442.The orthometric height was determined by differential leveling
 NE0442.and adjusted by the National Geodetic Survey in June 1991..
 NE0442
 NE0442.The geoid height was determined by GEOID03.
 NE0442
 NE0442.The dynamic height is computed by dividing the NAVD 88
 NE0442.geopotential number by the normal gravity value computed on the
 NE0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0442.degrees latitude (g = 980.6199 gals.).
 NE0442
 NE0442.The modeled gravity was interpolated from observed gravity values.
 NE0442
 NE0442;                    North         East    Units  Estimated Accuracy
 NE0442;SPC MI S     -   122,200.    4,104,270.      MT  (+/- 180 meters Scaled)
 NE0442
 NE0442                          SUPERSEDED SURVEY CONTROL
 NE0442
 NE0442  NGVD 29 (??/??/92)  197.279  (m)          647.24   (f) ADJ UNCH    2 0
 NE0442
 NE0442.Superseded values are not recommended for survey control.
 NE0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0442.See file dsdata.txt to determine how the superseded data were derived.
 NE0442
 NE0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH280177(NAD 83)
 NE0442_MARKER: DD = SURVEY DISK
 NE0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0442+STABILITY: SURFACE MOTION
 NE0442
 NE0442  HISTORY     - Date     Condition        Report By
 NE0442  HISTORY     - UNK      MONUMENTED       MIGS
 NE0442  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0442  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0442
 NE0442                          STATION DESCRIPTION
 NE0442
 NE0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0442'7.7 MI E FROM BLOOMFIELD HILLS.
 NE0442'7.7 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0442'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0442'DEQUINDRE ROAD, 120.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 NE0442'1-STORY FRAME HOUSE OF S. VANDEVELDE, 23 FEET NORTH OF THE
 NE0442'CENTER LINE OF EAST LONG LAKE ROAD, ON THE NORTH BANK OF A
 NE0442'DRAINAGE DITCH, 1.5 FEET SOUTH OF AN OLD WIRE FENCE, AND LEVEL
 NE0442'WITH THE SURFACE OF EAST LONG LAKE ROAD.  A STATE SURVEY STANDARD
 NE0442'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0442
 NE0442                          STATION RECOVERY (2001)
 NE0442
 NE0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0442'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1647 ***********************************************************************
 NE1647  DESIGNATION -  8 Q 2 RESET
 NE1647  PID         -  NE1647
 NE1647  STATE/COUNTY-  MI/OAKLAND
 NE1647  USGS QUAD   -  WARREN (1980)
 NE1647
 NE1647                         *CURRENT SURVEY CONTROL
 NE1647  ___________________________________________________________________
 NE1647* NAD 83(1994)-  42 32 56.59786(N)    083 05 56.01283(W)     ADJUSTED  
 NE1647* NAVD 88     -       193.01   (meters)     633.2    (feet)  RESET     
 NE1647  ___________________________________________________________________
 NE1647  X           -     565,465.115 (meters)                     COMP
 NE1647  Y           -  -4,671,994.696 (meters)                     COMP
 NE1647  Z           -   4,290,838.038 (meters)                     COMP
 NE1647  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 NE1647  ELLIP HEIGHT-         158.70  (meters)          (07/12/02) GPS OBS
 NE1647  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NE1647
 NE1647  HORZ ORDER  -  FIRST
 NE1647  VERT ORDER  -  THIRD
 NE1647  ELLP ORDER  -  FOURTH    CLASS I
 NE1647
 NE1647.The horizontal coordinates were established by GPS observations
 NE1647.and adjusted by the National Geodetic Survey in February 1997..
 NE1647
 NE1647.The orthometric height was computed from unverified reset data.
 NE1647.No vertical observational check was made to the station.
 NE1647.WARNING-GPS observations at this control monument resulted in a GPS
 NE1647.derived orthometric height which differed from the leveled height by
 NE1647.more than one decimeter (0.1 meter).
 NE1647
 NE1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1647
 NE1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1647
 NE1647.The ellipsoidal height was determined by GPS observations
 NE1647.and is referenced to NAD 83.
 NE1647
 NE1647.The geoid height was determined by GEOID03.
 NE1647
 NE1647;                    North         East     Units Scale Factor Converg.
 NE1647;SPC MI S     -   117,310.169 4,104,116.440   MT  0.99992397   +0 51 45.9
 NE1647;SPC MI S     -   384,875.88 13,464,948.95   iFT  0.99992397   +0 51 45.9
 NE1647;UTM  17      - 4,712,875.008   327,673.632   MT  0.99996537   -1 25 10.8
 NE1647
 NE1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1647!SPC MI S     -   0.99997511  x   0.99992397  =   0.99989908
 NE1647!UTM  17      -   0.99997511  x   0.99996537  =   0.99994048
 NE1647
 NE1647                          SUPERSEDED SURVEY CONTROL
 NE1647
 NE1647  ELLIP H (02/03/97)  158.75   (m)                       GP(       ) 4 1
 NE1647  NAD 83(1986)-  42 32 56.60152(N)    083 05 56.04441(W) AD(       ) 1
 NE1647  NAVD 88 (04/30/95)  192.87   (m)          632.8    (f) LEVELING    3  
 NE1647  NGVD 29 (03/27/06)  193.15   (m)          633.7    (f) RESET       3  
 NE1647
 NE1647.Superseded values are not recommended for survey control.
 NE1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1647.See file dsdata.txt to determine how the superseded data were derived.
 NE1647
 NE1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2767412875(NAD 83)
 NE1647_MARKER: DV = VERTICAL CONTROL DISK
 NE1647_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE1647_SP_SET: CULVERT HEADWALL
 NE1647_STAMPING: 8 Q 2 RESET 1987
 NE1647_MARK LOGO: NGS   
 NE1647_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1647+STABILITY: SURFACE MOTION
 NE1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1647+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1994
 NE1647
 NE1647  HISTORY     - Date     Condition        Report By
 NE1647  HISTORY     - 1987     MONUMENTED       NGS
 NE1647  HISTORY     - 19910419 GOOD             MIDH
 NE1647  HISTORY     - 19930830 GOOD             MIDT
 NE1647  HISTORY     - 19931016 GOOD             WADTRI
 NE1647  HISTORY     - 19931115 GOOD             USDA
 NE1647  HISTORY     - 19940922 GOOD             WADTRI
 NE1647  HISTORY     - 19941115 GOOD             LOCENG
 NE1647  HISTORY     - 20010331 GOOD             NGS
 NE1647  HISTORY     - 20060131 GOOD             INDIV
 NE1647
 NE1647                          STATION DESCRIPTION
 NE1647
 NE1647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 NE1647'FROM THE OVERPASS OF INTERSTATE HIGHWAY 75 OVER E. MAPLE ROAD, 9.66 M
 NE1647'(31.69 FT) 6.0 MILES EAST OF THE JUNCTION OF COUNTY ROAD M 1
 NE1647'(3.3 FT) AND E. MAPLE ROAD IN THE CENTER OF BIRMINGHAM, GO EAST ON E.
 NE1647'MAPLE ROAD FOR 1.61 KM, 1.0 MILES TO A CROSSROAD, MILVERTON DRIVE AND
 NE1647'THE MARK IN THE SOUTHEAST QUADRANT OF THIS INTERSECTION, IN THE
 NE1647'NORTHEAST END OF THE CONCRETE HEADWALL OF A 5-FOOT CONCRETE PIPE
 NE1647'CULVERT RUNNING SOUTH OF THE CENTER OF E. MAPLE ROAD, 10.97 M
 NE1647'(35.99 FT) EAST OF THE CENTER OF MILVERTON DRIVE, 7.01 M (23.00 FT)
 NE1647'SOUTH FROM A UTILITY POLE, 3.96 M (12.99 FT) SOUTH FROM THE SOUTH EDGE
 NE1647'OF A EAST-WEST SIDEWALK, 0.30 M (0.98 FT) NORTHEAST FROM A CARSONITE
 NE1647'WITNESS POST AND 0.15 M (0.49 FT) SOUTHWEST OF THE NORTHEAST END OF
 NE1647'CONCRETE HEADWALL.
 NE1647
 NE1647                          STATION RECOVERY (1991)
 NE1647
 NE1647'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE1647'STAION IS LOCATED IN QUAD. 420831, IN THE NORTHWEST 1/4 OF SECTION 36,
 NE1647'T-2-N, R-11-E, TROY CORPORATE LIMITS, OAKLAND COUNTY. IT IS ABOUT 12
 NE1647'MILES SOUTHEAST OF PONTIAC, 6-1/2 MILES SOUTHWEST OF UTICA, 11 MILES
 NE1647'SOUTHWEST OF MT. CLEMENS, AND 1 MILE EAST OF THE INTERSTATE HIGHWAY
 NE1647'75 AND THE MAPLE ROAD INTERSECTION AND ON THE WARREN QUADRANGLE MAP.
 NE1647'TO REACH FROM THE INTERSTATE 75 AMD EAST MAPLE ROAD OVERPASS, GO EAST
 NE1647'ON EAST MAPLE ROAD FOR 1 MI (1.6 KM) TO MILVERTON DRIVE AND THE
 NE1647'STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION AS
 NE1647'DESCRIBED.
 NE1647'STATION IS SET IN THE TOP OF A 5 FT (1.5 M) CULVERT HEADWALL.  IT IS
 NE1647'84 FT (25.6 M) SOUTH OF THE CENTERLINE OF EAST MAPLE ROAD, 36 FT
 NE1647'(11.0 M) EAST OF THE CENTERLINE OF MILVERTON DRIVE, 23 FT (7.0 M)
 NE1647'SOUTH OF A UTILITY POLE, 13 FT (4.0 M) SOUTH OF THE SOUTH EDGE OF A
 NE1647'EAST-WEST SIDEWALK, 1 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS
 NE1647'POST AND 0.5 FT (0.2 M) SOUTHWEST OF THE NORTHWEST END OF THE
 NE1647'CONCRETE HEADWALL.
 NE1647
 NE1647                          STATION RECOVERY (1993)
 NE1647
 NE1647'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE1647'STATION IS LOCATED IN QUAD 420831 AND ON THE WARREN QUADRANGLE MAP. IT
 NE1647'IS IN THE NORTHWEST QUARTER OF SECTION 36, T-2-N, R-11-E, IN THE CITY
 NE1647'OF TROY.  ABOUT 12 MI (19.3 KM) SOUTHEAST OF PONTIAC, 6.5 MI (10.5 KM)
 NE1647'SOUTHWEST OF UTICA, 11.2 MI (18.0 KM) SOUTHWEST OF MOUNT CLEMENS, 6.2
 NE1647'MI (10.0 KM) NORTHWEST OF WARREN AND 1 MI (1.6 KM) EAST OF THE
 NE1647'INTERSTATE 75 AND THE MAPLE ROAD INTERSECTION.  TO REACH THE STATION
 NE1647'FROM INTERSTATE HIGHWAY 75 AND EAST MAPLE ROAD OVERPASS IN THE CITY OF
 NE1647'TROY, GO EAST 1 MI (1.6 KM) ALONG EAST MAPLE ROAD TO THE SOUTHEAST
 NE1647'QUADRANT OF MILVERTON DRIVE AND THE STATION ON THE RIGHT AS DESCRIBED.
 NE1647'STATION IS SET IN TOP OF 5 FT (1.5 M) CONCRETE CULVERT HEADWALL.  IT
 NE1647'IS 84 FT (25.6 M) SOUTH FROM THE CENTER OF EAST MAPLE ROAD, 36 FT
 NE1647'(11.0 M) EAST FROM THE CENTER OF MILVERTON DRIVE, 24.5 FT (7.5 M)
 NE1647'SOUTHWEST FROM PHONE MANHOLE, 11.0 FT (3.4 M) SOUTHEAST FROM SOUTHWEST
 NE1647'CORNER BRICK WALL.
 NE1647
 NE1647                          STATION RECOVERY (1993)
 NE1647
 NE1647'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (1993)
 NE1647
 NE1647'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (1994)
 NE1647
 NE1647'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (1994)
 NE1647
 NE1647'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1647'RECOVERED AS DESCRIBED.
 NE1647
 NE1647                          STATION RECOVERY (2001)
 NE1647
 NE1647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1647'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1647
 NE1647                          STATION RECOVERY (2006)
 NE1647
 NE1647'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0441 ***********************************************************************
 NE0441  DESIGNATION -  8 R 1
 NE0441  PID         -  NE0441
 NE0441  STATE/COUNTY-  MI/OAKLAND
 NE0441  USGS QUAD   -  BIRMINGHAM (1981)
 NE0441
 NE0441                         *CURRENT SURVEY CONTROL
 NE0441  ___________________________________________________________________
 NE0441* NAD 83(1986)-  42 35 31.     (N)    083 07 45.     (W)     SCALED    
 NE0441* NAVD 88     -       204.616  (meters)     671.31   (feet)  ADJUSTED  
 NE0441  ___________________________________________________________________
 NE0441  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NE0441  DYNAMIC HT  -         204.557 (meters)     671.12  (feet)  COMP
 NE0441  MODELED GRAV-     980,328.5   (mgal)                       NAVD 88
 NE0441
 NE0441  VERT ORDER  -  SECOND    CLASS 0
 NE0441
 NE0441.The horizontal coordinates were scaled from a topographic map and have
 NE0441.an estimated accuracy of +/- 6 seconds.
 NE0441
 NE0441.The orthometric height was determined by differential leveling
 NE0441.and adjusted by the National Geodetic Survey in June 1991..
 NE0441
 NE0441.The geoid height was determined by GEOID03.
 NE0441
 NE0441.The dynamic height is computed by dividing the NAVD 88
 NE0441.geopotential number by the normal gravity value computed on the
 NE0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0441.degrees latitude (g = 980.6199 gals.).
 NE0441
 NE0441.The modeled gravity was interpolated from observed gravity values.
 NE0441
 NE0441;                    North         East    Units  Estimated Accuracy
 NE0441;SPC MI S     -   122,040.    4,101,560.      MT  (+/- 180 meters Scaled)
 NE0441
 NE0441                          SUPERSEDED SURVEY CONTROL
 NE0441
 NE0441  NGVD 29 (??/??/92)  204.750  (m)          671.75   (f) ADJ UNCH    2 0
 NE0441
 NE0441.Superseded values are not recommended for survey control.
 NE0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0441.See file dsdata.txt to determine how the superseded data were derived.
 NE0441
 NE0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH253177(NAD 83)
 NE0441_MARKER: DD = SURVEY DISK
 NE0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0441+STABILITY: SURFACE MOTION
 NE0441
 NE0441  HISTORY     - Date     Condition        Report By
 NE0441  HISTORY     - UNK      MONUMENTED       MIGS
 NE0441  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0441  HISTORY     - 19970223 MARK NOT FOUND   USPSQD
 NE0441  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0441
 NE0441                          STATION DESCRIPTION
 NE0441
 NE0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0441'6 MI E FROM BLOOMFIELD HILLS.
 NE0441'6.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0441'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0441'ROCHESTER ROAD, 17 YARDS SOUTHWEST OF THE INTERSECTION OF THE
 NE0441'CENTERLINES, 44 FEET WEST OF THE CENTERLINE OF ROCHESTER ROAD,
 NE0441'25 FEET SOUTH OF THE CENTERLINE OF EAST LONG LAKE, AND LEVEL
 NE0441'WITH THE SURFACE OF EAST LONG LAKE ROAD.  A STATE SURVEY STANDARD
 NE0441'DISK SET IN THE TOP OF A CONCRETE POST.
 NE0441
 NE0441                          STATION RECOVERY (1997)
 NE0441
 NE0441'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0441'MARK NOT FOUND.
 NE0441
 NE0441                          STATION RECOVERY (2000)
 NE0441
 NE0441'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0441'INTERSECTION HAS BEEN REWORKED AND WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0444 ***********************************************************************
 NE0444  DESIGNATION -  8 R 2
 NE0444  PID         -  NE0444
 NE0444  STATE/COUNTY-  MI/OAKLAND
 NE0444  USGS QUAD   -  WARREN (1980)
 NE0444
 NE0444                         *CURRENT SURVEY CONTROL
 NE0444  ___________________________________________________________________
 NE0444* NAD 83(1986)-  42 32 58.     (N)    083 05 17.     (W)     SCALED    
 NE0444* NAVD 88     -       191.899  (meters)     629.59   (feet)  ADJUSTED  
 NE0444  ___________________________________________________________________
 NE0444  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 NE0444  DYNAMIC HT  -         191.845 (meters)     629.41  (feet)  COMP
 NE0444  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 NE0444
 NE0444  VERT ORDER  -  SECOND    CLASS 0
 NE0444
 NE0444.The horizontal coordinates were scaled from a topographic map and have
 NE0444.an estimated accuracy of +/- 6 seconds.
 NE0444
 NE0444.The orthometric height was determined by differential leveling
 NE0444.and adjusted by the National Geodetic Survey in June 1991..
 NE0444
 NE0444.The geoid height was determined by GEOID03.
 NE0444
 NE0444.The dynamic height is computed by dividing the NAVD 88
 NE0444.geopotential number by the normal gravity value computed on the
 NE0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0444.degrees latitude (g = 980.6199 gals.).
 NE0444
 NE0444.The modeled gravity was interpolated from observed gravity values.
 NE0444
 NE0444;                    North         East    Units  Estimated Accuracy
 NE0444;SPC MI S     -   117,370.    4,105,010.      MT  (+/- 180 meters Scaled)
 NE0444
 NE0444                          SUPERSEDED SURVEY CONTROL
 NE0444
 NE0444  NGVD 29 (??/??/92)  192.036  (m)          630.04   (f) ADJ UNCH    2 0
 NE0444
 NE0444.Superseded values are not recommended for survey control.
 NE0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0444.See file dsdata.txt to determine how the superseded data were derived.
 NE0444
 NE0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH285128(NAD 83)
 NE0444_MARKER: DD = SURVEY DISK
 NE0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0444+STABILITY: SURFACE MOTION
 NE0444
 NE0444  HISTORY     - Date     Condition        Report By
 NE0444  HISTORY     - UNK      MONUMENTED       MIGS
 NE0444  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0444  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0444  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0444
 NE0444                          STATION DESCRIPTION
 NE0444
 NE0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0444'6.5 MI E FROM BIRMINGHAM.
 NE0444'6.5 MILES EAST ALONG EAST MAPLE ROAD FROM THE MUNICIPAL BUILDING
 NE0444'AT BIRMINGHAM, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0444'DEQUINDRE ROAD, 14 YARDS SOUTHEAST OF THE INTERSECTION OF THE
 NE0444'CENTERLINES, 70.7 FEET SOUTH OF A WIRE SCHOOL FENCE, 67.5 FEET
 NE0444'EAST OF THE EAST POINT OF THE SOUTH HEADWALL OF A CONCRETE
 NE0444'CULVERT, 32 FEET SOUTH OF THE CENTERLINE OF EAST MAPLE ROAD, 30
 NE0444'FEET EAST OF THE CENTERLINE OF DEQUINDRE ROAD, AND 3 INCHES
 NE0444'LOWER THAN THE SURFACE OF DEQUINDRE ROAD.  A STATE SURVEY
 NE0444'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0444
 NE0444                          STATION RECOVERY (1994)
 NE0444
 NE0444'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0444'MARK NOT FOUND.
 NE0444
 NE0444                          STATION RECOVERY (2001)
 NE0444
 NE0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0444'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0440 ***********************************************************************
 NE0440  DESIGNATION -  8 S 1
 NE0440  PID         -  NE0440
 NE0440  STATE/COUNTY-  MI/OAKLAND
 NE0440  USGS QUAD   -  BIRMINGHAM (1981)
 NE0440
 NE0440                         *CURRENT SURVEY CONTROL
 NE0440  ___________________________________________________________________
 NE0440* NAD 83(1986)-  42 35 30.     (N)    083 08 13.     (W)     SCALED    
 NE0440* NAVD 88     -       209.344  (meters)     686.82   (feet)  ADJUSTED  
 NE0440  ___________________________________________________________________
 NE0440  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NE0440  DYNAMIC HT  -         209.283 (meters)     686.62  (feet)  COMP
 NE0440  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 NE0440
 NE0440  VERT ORDER  -  SECOND    CLASS 0
 NE0440
 NE0440.The horizontal coordinates were scaled from a topographic map and have
 NE0440.an estimated accuracy of +/- 6 seconds.
 NE0440
 NE0440.The orthometric height was determined by differential leveling
 NE0440.and adjusted by the National Geodetic Survey in June 1991..
 NE0440
 NE0440.The geoid height was determined by GEOID03.
 NE0440
 NE0440.The dynamic height is computed by dividing the NAVD 88
 NE0440.geopotential number by the normal gravity value computed on the
 NE0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0440.degrees latitude (g = 980.6199 gals.).
 NE0440
 NE0440.The modeled gravity was interpolated from observed gravity values.
 NE0440
 NE0440;                    North         East    Units  Estimated Accuracy
 NE0440;SPC MI S     -   122,000.    4,100,920.      MT  (+/- 180 meters Scaled)
 NE0440
 NE0440                          SUPERSEDED SURVEY CONTROL
 NE0440
 NE0440  NGVD 29 (??/??/92)  209.478  (m)          687.26   (f) ADJ UNCH    2 0
 NE0440
 NE0440.Superseded values are not recommended for survey control.
 NE0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0440.See file dsdata.txt to determine how the superseded data were derived.
 NE0440
 NE0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH246176(NAD 83)
 NE0440_MARKER: DD = SURVEY DISK
 NE0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0440+STABILITY: SURFACE MOTION
 NE0440
 NE0440  HISTORY     - Date     Condition        Report By
 NE0440  HISTORY     - UNK      MONUMENTED       MIGS
 NE0440  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0440  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0440  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0440  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0440  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0440
 NE0440                          STATION DESCRIPTION
 NE0440
 NE0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0440'5.7 MI E FROM BLOOMFIELD HILLS.
 NE0440'5.7 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0440'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0440'SMITH ROAD, 14 YARDS NORTHWEST OF THE INTERSECTION OF THE
 NE0440'CENTERLINES, 83.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 NE0440'2-STORY WHITE FRAME HOUSE OF L. BAYLISS, 10-1/2 YARDS WEST OF
 NE0440'THE CENTERLINE OF SMITH ROAD, 25 FEET NORTH OF THE CENTERLINE
 NE0440'OF EAST LONG LAKE ROAD, AND 1 FOOT LOWER THAN THE SURFACE OF
 NE0440'EAST LONG LAKE ROAD.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0440'TOP OF A CONCRETE POST.
 NE0440
 NE0440                          STATION RECOVERY (1983)
 NE0440
 NE0440'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0440'MARK NOT FOUND.
 NE0440
 NE0440                          STATION RECOVERY (1994)
 NE0440
 NE0440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0440'MARK NOT FOUND.
 NE0440
 NE0440                          STATION RECOVERY (1994)
 NE0440
 NE0440'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0440'MARK NOT FOUND.
 NE0440
 NE0440                          STATION RECOVERY (1997)
 NE0440
 NE0440'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0439 ***********************************************************************
 NE0439  DESIGNATION -  8 T 1
 NE0439  PID         -  NE0439
 NE0439  STATE/COUNTY-  MI/OAKLAND
 NE0439  USGS QUAD   -  BIRMINGHAM (1981)
 NE0439
 NE0439                         *CURRENT SURVEY CONTROL
 NE0439  ___________________________________________________________________
 NE0439* NAD 83(1986)-  42 35 29.     (N)    083 09 22.     (W)     SCALED    
 NE0439* NAVD 88     -       225.361  (meters)     739.37   (feet)  ADJUSTED  
 NE0439  ___________________________________________________________________
 NE0439  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NE0439  DYNAMIC HT  -         225.296 (meters)     739.16  (feet)  COMP
 NE0439  MODELED GRAV-     980,326.7   (mgal)                       NAVD 88
 NE0439
 NE0439  VERT ORDER  -  SECOND    CLASS 0
 NE0439
 NE0439.The horizontal coordinates were scaled from a topographic map and have
 NE0439.an estimated accuracy of +/- 6 seconds.
 NE0439
 NE0439.The orthometric height was determined by differential leveling
 NE0439.and adjusted by the National Geodetic Survey in June 1991..
 NE0439
 NE0439.The geoid height was determined by GEOID03.
 NE0439
 NE0439.The dynamic height is computed by dividing the NAVD 88
 NE0439.geopotential number by the normal gravity value computed on the
 NE0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0439.degrees latitude (g = 980.6199 gals.).
 NE0439
 NE0439.The modeled gravity was interpolated from observed gravity values.
 NE0439
 NE0439;                    North         East    Units  Estimated Accuracy
 NE0439;SPC MI S     -   121,940.    4,099,350.      MT  (+/- 180 meters Scaled)
 NE0439
 NE0439                          SUPERSEDED SURVEY CONTROL
 NE0439
 NE0439  NGVD 29 (??/??/92)  225.493  (m)          739.80   (f) ADJ UNCH    2 0
 NE0439
 NE0439.Superseded values are not recommended for survey control.
 NE0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0439.See file dsdata.txt to determine how the superseded data were derived.
 NE0439
 NE0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH230176(NAD 83)
 NE0439_MARKER: DD = SURVEY DISK
 NE0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0439+STABILITY: SURFACE MOTION
 NE0439
 NE0439  HISTORY     - Date     Condition        Report By
 NE0439  HISTORY     - UNK      MONUMENTED       MIGS
 NE0439  HISTORY     - 1934     GOOD             NGS
 NE0439  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0439  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0439  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0439
 NE0439                          STATION DESCRIPTION
 NE0439
 NE0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0439'4.5 MI E FROM BLOOMFIELD HILLS.
 NE0439'4.5 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0439'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0439'DANIELS AVENUE, 14 YARDS NORTHEAST OF THE INTERSECTION OF THE
 NE0439'CENTERLINES, 11 YARDS EAST OF THE CENTERLINE OF DANIELS AVENUE,
 NE0439'25.4 FEET NORTH OF THE CENTERLINE OF EAST LONG LAKE ROAD, 8.4
 NE0439'FEET EAST OF THE NORTHEAST CORNER OF THE CONCRETE WALL OF A
 NE0439'CULVERT, AND 4 INCHES LOWER THAN THE SURFACE OF EAST LONG LAKE
 NE0439'ROAD.  A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE
 NE0439'POST.
 NE0439
 NE0439                          STATION RECOVERY (1983)
 NE0439
 NE0439'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0439'MARK NOT FOUND.
 NE0439
 NE0439                          STATION RECOVERY (1994)
 NE0439
 NE0439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0439'MARK NOT FOUND.
 NE0439
 NE0439                          STATION RECOVERY (2000)
 NE0439
 NE0439'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0439'INTERSECTION HAS BEEN REWORKED AND WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0438 ***********************************************************************
 NE0438  DESIGNATION -  8 U 1
 NE0438  PID         -  NE0438
 NE0438  STATE/COUNTY-  MI/OAKLAND
 NE0438  USGS QUAD   -  BIRMINGHAM (1981)
 NE0438
 NE0438                         *CURRENT SURVEY CONTROL
 NE0438  ___________________________________________________________________
 NE0438* NAD 83(1986)-  42 35 27.     (N)    083 10 06.     (W)     SCALED    
 NE0438* NAVD 88     -       234.775  (meters)     770.26   (feet)  ADJUSTED  
 NE0438  ___________________________________________________________________
 NE0438  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NE0438  DYNAMIC HT  -         234.707 (meters)     770.03  (feet)  COMP
 NE0438  MODELED GRAV-     980,326.0   (mgal)                       NAVD 88
 NE0438
 NE0438  VERT ORDER  -  SECOND    CLASS 0
 NE0438
 NE0438.The horizontal coordinates were scaled from a topographic map and have
 NE0438.an estimated accuracy of +/- 6 seconds.
 NE0438
 NE0438.The orthometric height was determined by differential leveling
 NE0438.and adjusted by the National Geodetic Survey in June 1991..
 NE0438
 NE0438.The geoid height was determined by GEOID03.
 NE0438
 NE0438.The dynamic height is computed by dividing the NAVD 88
 NE0438.geopotential number by the normal gravity value computed on the
 NE0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0438.degrees latitude (g = 980.6199 gals.).
 NE0438
 NE0438.The modeled gravity was interpolated from observed gravity values.
 NE0438
 NE0438;                    North         East    Units  Estimated Accuracy
 NE0438;SPC MI S     -   121,870.    4,098,350.      MT  (+/- 180 meters Scaled)
 NE0438
 NE0438                          SUPERSEDED SURVEY CONTROL
 NE0438
 NE0438  NGVD 29 (??/??/92)  234.905  (m)          770.68   (f) ADJ UNCH    2 0
 NE0438
 NE0438.Superseded values are not recommended for survey control.
 NE0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0438.See file dsdata.txt to determine how the superseded data were derived.
 NE0438
 NE0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH220176(NAD 83)
 NE0438_MARKER: DD = SURVEY DISK
 NE0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0438+STABILITY: SURFACE MOTION
 NE0438
 NE0438  HISTORY     - Date     Condition        Report By
 NE0438  HISTORY     - UNK      MONUMENTED       MIGS
 NE0438  HISTORY     - 1934     GOOD             NGS
 NE0438  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0438  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0438  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0438
 NE0438                          STATION DESCRIPTION
 NE0438
 NE0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0438'4 MI E FROM BLOOMFIELD HILLS.
 NE0438'4.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0438'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0438'CROOKS END, 15 YARDS SOUTHWEST OF THE INTERSECTION OF THE
 NE0438'CENTERLINES, 29 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF
 NE0438'HOGANS SERVICE STATION, 46 FEET WEST OF THE CENTERLINE OF CROOKS
 NE0438'ROAD, 23.3 FEET SOUTH OF THE CENTERLINE OF EAST LONG LAKE ROAD,
 NE0438'AND 4 INCHES LOWER THAN THE SURFACE OF EAST LONG LAKE ROAD.
 NE0438'A STATE SURVEY STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 NE0438
 NE0438                          STATION RECOVERY (1983)
 NE0438
 NE0438'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0438'MARK NOT FOUND.
 NE0438
 NE0438                          STATION RECOVERY (1994)
 NE0438
 NE0438'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0438'MARK NOT FOUND.
 NE0438
 NE0438                          STATION RECOVERY (2000)
 NE0438
 NE0438'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0438'INTERSECTION HAS BEEN REWORKED AND WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0437 ***********************************************************************
 NE0437  DESIGNATION -  8 V 1
 NE0437  PID         -  NE0437
 NE0437  STATE/COUNTY-  MI/OAKLAND
 NE0437  USGS QUAD   -  BIRMINGHAM (1981)
 NE0437
 NE0437                         *CURRENT SURVEY CONTROL
 NE0437  ___________________________________________________________________
 NE0437* NAD 83(1986)-  42 35 25.     (N)    083 11 55.     (W)     SCALED    
 NE0437* NAVD 88     -       250.323  (meters)     821.27   (feet)  ADJUSTED  
 NE0437  ___________________________________________________________________
 NE0437  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 NE0437  DYNAMIC HT  -         250.251 (meters)     821.03  (feet)  COMP
 NE0437  MODELED GRAV-     980,324.5   (mgal)                       NAVD 88
 NE0437
 NE0437  VERT ORDER  -  SECOND    CLASS 0
 NE0437
 NE0437.The horizontal coordinates were scaled from a topographic map and have
 NE0437.an estimated accuracy of +/- 6 seconds.
 NE0437
 NE0437.The orthometric height was determined by differential leveling
 NE0437.and adjusted by the National Geodetic Survey in June 1991..
 NE0437
 NE0437.The geoid height was determined by GEOID03.
 NE0437
 NE0437.The dynamic height is computed by dividing the NAVD 88
 NE0437.geopotential number by the normal gravity value computed on the
 NE0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0437.degrees latitude (g = 980.6199 gals.).
 NE0437
 NE0437.The modeled gravity was interpolated from observed gravity values.
 NE0437
 NE0437;                    North         East    Units  Estimated Accuracy
 NE0437;SPC MI S     -   121,770.    4,095,860.      MT  (+/- 180 meters Scaled)
 NE0437
 NE0437                          SUPERSEDED SURVEY CONTROL
 NE0437
 NE0437  NGVD 29 (??/??/92)  250.451  (m)          821.69   (f) ADJ UNCH    2 0
 NE0437
 NE0437.Superseded values are not recommended for survey control.
 NE0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0437.See file dsdata.txt to determine how the superseded data were derived.
 NE0437
 NE0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH196176(NAD 83)
 NE0437_MARKER: DD = SURVEY DISK
 NE0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0437_STAMPING: 8 V 1
 NE0437_MARK LOGO: MIGS  
 NE0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0437+STABILITY: SURFACE MOTION
 NE0437
 NE0437  HISTORY     - Date     Condition        Report By
 NE0437  HISTORY     - UNK      MONUMENTED       MIGS
 NE0437  HISTORY     - 1934     GOOD             NGS
 NE0437  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0437
 NE0437                          STATION DESCRIPTION
 NE0437
 NE0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0437'2.5 MI E FROM BLOOMFIELD HILLS.
 NE0437'2.5 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0437'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0437'BEACH ROAD, 110 YARDS WEST OF THE INTERSECTION OF THE CENTERLINES,
 NE0437'20 YARDS WEST OF A POLE, 23.9 FEET NORTH OF THE CENTERLINE OF
 NE0437'EAST LONG LAKE ROAD, 10 FEET SOUTH OF A WIRE FENCE, AND LEVEL
 NE0437'WITH THE ROAD SURFACE.  A STATE SURVEY STANDARD DISK SET IN
 NE0437'THE TOP OF A CONCRETE POST.
 NE0437
 NE0437                          STATION RECOVERY (1994)
 NE0437
 NE0437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0436 ***********************************************************************
 NE0436  DESIGNATION -  8 W 1
 NE0436  PID         -  NE0436
 NE0436  STATE/COUNTY-  MI/OAKLAND
 NE0436  USGS QUAD   -  BIRMINGHAM (1981)
 NE0436
 NE0436                         *CURRENT SURVEY CONTROL
 NE0436  ___________________________________________________________________
 NE0436* NAD 83(1986)-  42 35 24.     (N)    083 12 29.     (W)     SCALED    
 NE0436* NAVD 88     -       262.472  (meters)     861.13   (feet)  ADJUSTED  
 NE0436  ___________________________________________________________________
 NE0436  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NE0436  DYNAMIC HT  -         262.396 (meters)     860.88  (feet)  COMP
 NE0436  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NE0436
 NE0436  VERT ORDER  -  SECOND    CLASS 0
 NE0436
 NE0436.The horizontal coordinates were scaled from a topographic map and have
 NE0436.an estimated accuracy of +/- 6 seconds.
 NE0436
 NE0436.The orthometric height was determined by differential leveling
 NE0436.and adjusted by the National Geodetic Survey in June 1991..
 NE0436
 NE0436.The geoid height was determined by GEOID03.
 NE0436
 NE0436.The dynamic height is computed by dividing the NAVD 88
 NE0436.geopotential number by the normal gravity value computed on the
 NE0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0436.degrees latitude (g = 980.6199 gals.).
 NE0436
 NE0436.The modeled gravity was interpolated from observed gravity values.
 NE0436
 NE0436;                    North         East    Units  Estimated Accuracy
 NE0436;SPC MI S     -   121,730.    4,095,090.      MT  (+/- 180 meters Scaled)
 NE0436
 NE0436                          SUPERSEDED SURVEY CONTROL
 NE0436
 NE0436  NGVD 29 (??/??/92)  262.600  (m)          861.55   (f) ADJ UNCH    2 0
 NE0436
 NE0436.Superseded values are not recommended for survey control.
 NE0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0436.See file dsdata.txt to determine how the superseded data were derived.
 NE0436
 NE0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH188176(NAD 83)
 NE0436_MARKER: DD = SURVEY DISK
 NE0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0436_STAMPING: 8 W 1
 NE0436_MARK LOGO: MIGS  
 NE0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0436+STABILITY: SURFACE MOTION
 NE0436
 NE0436  HISTORY     - Date     Condition        Report By
 NE0436  HISTORY     - UNK      MONUMENTED       MIGS
 NE0436  HISTORY     - 1934     GOOD             NGS
 NE0436  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0436  HISTORY     - 19941013 POOR             LOCENG
 NE0436  HISTORY     - 19941013 POOR             LOCENG
 NE0436  HISTORY     - 19970426 MARK NOT FOUND   USPSQD
 NE0436  HISTORY     - 19991223 POOR             LOCSUR
 NE0436  HISTORY     - 20000522 POOR             USPSQD
 NE0436
 NE0436                          STATION DESCRIPTION
 NE0436
 NE0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0436'2 MI E FROM BLOOMFIELD HILLS.
 NE0436'2.0 MILES EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0436'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT THE INTERSECTION WITH
 NE0436'ADAMS ROAD, 17 YARDS SOUTHWEST OF THE INTERSECTION OF THE
 NE0436'CENTERLINES, 49.6 FEET WEST OF THE CENTERLINE OF ADAMS ROAD,
 NE0436'23.7 FEET SOUTH OF THE CENTERLINE OF EAST LONG LAKE ROAD, AND
 NE0436'LEVEL WITH THE CURB.  A STATE SURVEY STANDARD DISK SET IN THE
 NE0436'TOP OF A CONCRETE POST.
 NE0436
 NE0436                          STATION RECOVERY (1983)
 NE0436
 NE0436'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0436'MARK NOT FOUND.
 NE0436
 NE0436                          STATION RECOVERY (1994)
 NE0436
 NE0436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0436'FOUND CONCRETE MONUMENT 0.5 FT (15.2 CM) SOUTH OF SOUTH CURB OF LONG
 NE0436'LAKE ROAD.  THE NORTHWESTERLY 1/2 OF SURVEY DISK IS MISSING.  THE
 NE0436'REMAINING PORTION OF THE SURVEY DISK APPEARS TO BE SOLID.  THE
 NE0436'MONUMENT MUST HAVE BEEN STRUCK VERTICALLY BY SOMETHING WITH A SHARP
 NE0436'EDGE DURING ROAD CONSTRUCTION.
 NE0436
 NE0436                          STATION RECOVERY (1994)
 NE0436
 NE0436'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0436'RECOVERED IN POOR CONDITION. NOTE-- FOUND CONCRETE MONUMENT 0.5 FT
 NE0436'(15.2 CM) SOUTH OF SOUTH CURB OF LONG LAKE ROAD.  THE NORTHWESTERLY
 NE0436'1/2 OF SURVEY DISK IS MISSING.  THE REMAINING PORTION OF THE SURVEY
 NE0436'DISK APPEARS TO BE SOLID.  THE MONUMENT MUST HAVE BEEN STRUCK
 NE0436'VERTICALLY BY SOMETHING WITH A SHARP EDGE DURING ROAD CONSTRUCTION.
 NE0436
 NE0436                          STATION RECOVERY (1997)
 NE0436
 NE0436'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0436'MARK NOT FOUND.
 NE0436
 NE0436                          STATION RECOVERY (1999)
 NE0436
 NE0436'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (LRF)
 NE0436'PROJECT - I-75 NB FROM SE OF SQUIRREL ROAD TO EB M-59 ENTRANCE RAMP
 NE0436'MDOT CS 63174  JN 48318
 NE0436
 NE0436                          STATION RECOVERY (2000)
 NE0436
 NE0436'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0436'MARKER IS IN PLACE HOWEVER, MARKER HAS BEEN CUT IN HALF. INSTALLED
 NE0436'WITNESS POST 14.6 FEET SW OF MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0458 ***********************************************************************
 NE0458  DESIGNATION -  8 W 2
 NE0458  PID         -  NE0458
 NE0458  STATE/COUNTY-  MI/OAKLAND
 NE0458  USGS QUAD   -  WARREN (1980)
 NE0458
 NE0458                         *CURRENT SURVEY CONTROL
 NE0458  ___________________________________________________________________
 NE0458* NAD 83(1986)-  42 30 19.     (N)    083 05 08.     (W)     SCALED    
 NE0458* NAVD 88     -       191.980  (meters)     629.85   (feet)  ADJUSTED  
 NE0458  ___________________________________________________________________
 NE0458  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NE0458  DYNAMIC HT  -         191.927 (meters)     629.68  (feet)  COMP
 NE0458  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 NE0458
 NE0458  VERT ORDER  -  SECOND    CLASS 0
 NE0458
 NE0458.The horizontal coordinates were scaled from a topographic map and have
 NE0458.an estimated accuracy of +/- 6 seconds.
 NE0458
 NE0458.The orthometric height was determined by differential leveling
 NE0458.and adjusted by the National Geodetic Survey in June 1991..
 NE0458
 NE0458.The geoid height was determined by GEOID03.
 NE0458
 NE0458.The dynamic height is computed by dividing the NAVD 88
 NE0458.geopotential number by the normal gravity value computed on the
 NE0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0458.degrees latitude (g = 980.6199 gals.).
 NE0458
 NE0458.The modeled gravity was interpolated from observed gravity values.
 NE0458
 NE0458;                    North         East    Units  Estimated Accuracy
 NE0458;SPC MI S     -   112,470.    4,105,290.      MT  (+/- 180 meters Scaled)
 NE0458
 NE0458                          SUPERSEDED SURVEY CONTROL
 NE0458
 NE0458  NGVD 29 (??/??/92)  192.119  (m)          630.31   (f) ADJ UNCH    2 0
 NE0458
 NE0458.Superseded values are not recommended for survey control.
 NE0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0458.See file dsdata.txt to determine how the superseded data were derived.
 NE0458
 NE0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH286079(NAD 83)
 NE0458_MARKER: DD = SURVEY DISK
 NE0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0458_STAMPING: 8 W 2 630.310
 NE0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0458+STABILITY: SURFACE MOTION
 NE0458
 NE0458  HISTORY     - Date     Condition        Report By
 NE0458  HISTORY     - UNK      MONUMENTED       MIGS
 NE0458  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0458  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0458  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0458
 NE0458                          STATION DESCRIPTION
 NE0458
 NE0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0458'3 MI E FROM ROYAL OAK.
 NE0458'3.0 MILES EAST ALONG TWELVE MILE ROAD FROM THE INTERSECTION WITH
 NE0458'MAIN STREET, AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION
 NE0458'WITH DEQUINDRE ROAD, 21 YARDS NORTHWEST OF THE INTERSECTION OF
 NE0458'THE CENTERLINES, 57.9 FEET WEST OF THE CENTERLINE OF DEQUINDRE
 NE0458'ROAD, 28 FEET NORTH OF THE CENTERLINE OF TWELVE MILE ROAD, AND
 NE0458'1 FOOT LOWER THAN THE SURFACE OF DEQUINDRE ROAD.  A STATE SURVEY
 NE0458'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0458'MARK IS 4.5 FEET NORTHEAST OF A CORNER FENCE POST.  IT IS NOW
 NE0458'STAMPED 8 W 2 630.310.
 NE0458
 NE0458                          STATION RECOVERY (1994)
 NE0458
 NE0458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0458'MARK NOT FOUND.
 NE0458
 NE0458                          STATION RECOVERY (2001)
 NE0458
 NE0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0459 ***********************************************************************
 NE0459  DESIGNATION -  8 X 2
 NE0459  PID         -  NE0459
 NE0459  STATE/COUNTY-  MI/OAKLAND
 NE0459  USGS QUAD   -  WARREN (1980)
 NE0459
 NE0459                         *CURRENT SURVEY CONTROL
 NE0459  ___________________________________________________________________
 NE0459* NAD 83(1986)-  42 30 18.     (N)    083 05 38.     (W)     SCALED    
 NE0459* NAVD 88     -       192.291  (meters)     630.87   (feet)  ADJUSTED  
 NE0459  ___________________________________________________________________
 NE0459  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NE0459  DYNAMIC HT  -         192.238 (meters)     630.70  (feet)  COMP
 NE0459  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 NE0459
 NE0459  VERT ORDER  -  SECOND    CLASS 0
 NE0459
 NE0459.The horizontal coordinates were scaled from a topographic map and have
 NE0459.an estimated accuracy of +/- 6 seconds.
 NE0459
 NE0459.The orthometric height was determined by differential leveling
 NE0459.and adjusted by the National Geodetic Survey in June 1991..
 NE0459
 NE0459.The geoid height was determined by GEOID03.
 NE0459
 NE0459.The dynamic height is computed by dividing the NAVD 88
 NE0459.geopotential number by the normal gravity value computed on the
 NE0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0459.degrees latitude (g = 980.6199 gals.).
 NE0459
 NE0459.The modeled gravity was interpolated from observed gravity values.
 NE0459
 NE0459;                    North         East    Units  Estimated Accuracy
 NE0459;SPC MI S     -   112,420.    4,104,600.      MT  (+/- 180 meters Scaled)
 NE0459
 NE0459                          SUPERSEDED SURVEY CONTROL
 NE0459
 NE0459  NGVD 29 (??/??/92)  192.429  (m)          631.33   (f) ADJ UNCH    2 0
 NE0459
 NE0459.Superseded values are not recommended for survey control.
 NE0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0459.See file dsdata.txt to determine how the superseded data were derived.
 NE0459
 NE0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH279079(NAD 83)
 NE0459_MARKER: DD = SURVEY DISK
 NE0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0459_STAMPING: 8 X 2 631.327
 NE0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0459+STABILITY: SURFACE MOTION
 NE0459
 NE0459  HISTORY     - Date     Condition        Report By
 NE0459  HISTORY     - UNK      MONUMENTED       MIGS
 NE0459  HISTORY     - 1941     GOOD             NGS
 NE0459  HISTORY     - 1973     GOOD             MIGS
 NE0459  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0459  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0459
 NE0459                          STATION DESCRIPTION
 NE0459
 NE0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0459'2.5 MI E FROM ROYAL OAK.
 NE0459'2.5 MILES EAST ALONG TWELVE MILE ROAD FROM THE INTERSECTION
 NE0459'WITH MAIN STREET, AT ROYAL OAK, OAKLAND COUNTY, 56 FEET EAST OF
 NE0459'THE EAST END OF A PARAPET WALL OF A CONCRETE CULVERT, 43.9 FEET
 NE0459'NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME HOUSE OF M. KUTCHEY,
 NE0459'38.6 FEET NORTH OF THE NORTH SIDE OF THE HOUSE, 21 FEET WEST
 NE0459'OF THE WEST SIDE OF THE HOUSE, AND 8 INCHES LOWER THAN THE
 NE0459'SURFACE OF THE ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE
 NE0459'TOP OF A CONCRETE POST.  NOTE-- THIS MARK IS IN THE SOUTH SIDE OF THE
 NE0459'SOUTH ROAD DITCH.  IT IS NOW STAMPED 8 X 2 631.327.  NOTE-- THE
 NE0459'CONCRETE WALL DESCRIBED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NE0459'DEMOLISHED AND THE PAVEMENT WIDENED TO 44 FT IN 1960.  THE MARK
 NE0459'IS COVERED BY A 4 IN CAST IRON VALVE BOX MARKED WATER TO PROTECT
 NE0459'IT FOR FUTURE USE.
 NE0459
 NE0459                          STATION RECOVERY (1973)
 NE0459
 NE0459'RECOVERY NOTE BY MICHIGAN GEODETIC SURVEY 1973
 NE0459'RECOVERED IN GOOD CONDITION.
 NE0459
 NE0459                          STATION RECOVERY (1994)
 NE0459
 NE0459'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0459'MARK NOT FOUND.
 NE0459
 NE0459                          STATION RECOVERY (2001)
 NE0459
 NE0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0459'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0435 ***********************************************************************
 NE0435  DESIGNATION -  8 Y 1
 NE0435  PID         -  NE0435
 NE0435  STATE/COUNTY-  MI/OAKLAND
 NE0435  USGS QUAD   -  BIRMINGHAM (1981)
 NE0435
 NE0435                         *CURRENT SURVEY CONTROL
 NE0435  ___________________________________________________________________
 NE0435* NAD 83(1986)-  42 35 10.     (N)    083 14 11.     (W)     SCALED    
 NE0435* NAVD 88     -       253.604  (meters)     832.03   (feet)  ADJUSTED  
 NE0435  ___________________________________________________________________
 NE0435  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NE0435  DYNAMIC HT  -         253.530 (meters)     831.79  (feet)  COMP
 NE0435  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 NE0435
 NE0435  VERT ORDER  -  SECOND    CLASS 0
 NE0435
 NE0435.The horizontal coordinates were scaled from a topographic map and have
 NE0435.an estimated accuracy of +/- 6 seconds.
 NE0435
 NE0435.The orthometric height was determined by differential leveling
 NE0435.and adjusted by the National Geodetic Survey in June 1991..
 NE0435
 NE0435.The geoid height was determined by GEOID03.
 NE0435
 NE0435.The dynamic height is computed by dividing the NAVD 88
 NE0435.geopotential number by the normal gravity value computed on the
 NE0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0435.degrees latitude (g = 980.6199 gals.).
 NE0435
 NE0435.The modeled gravity was interpolated from observed gravity values.
 NE0435
 NE0435;                    North         East    Units  Estimated Accuracy
 NE0435;SPC MI S     -   121,270.    4,092,770.      MT  (+/- 180 meters Scaled)
 NE0435
 NE0435                          SUPERSEDED SURVEY CONTROL
 NE0435
 NE0435  NGVD 29 (??/??/92)  253.732  (m)          832.45   (f) ADJ UNCH    2 0
 NE0435
 NE0435.Superseded values are not recommended for survey control.
 NE0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0435.See file dsdata.txt to determine how the superseded data were derived.
 NE0435
 NE0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH164172(NAD 83)
 NE0435_MARKER: DD = SURVEY DISK
 NE0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0435_SP_SET: CONCRETE BASE
 NE0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0435
 NE0435  HISTORY     - Date     Condition        Report By
 NE0435  HISTORY     - UNK      MONUMENTED       MIGS
 NE0435  HISTORY     - 1934     GOOD             NGS
 NE0435  HISTORY     - 19941013 MARK NOT FOUND   LOCENG
 NE0435  HISTORY     - 20000522 MARK NOT FOUND   USPSQD
 NE0435
 NE0435                          STATION DESCRIPTION
 NE0435
 NE0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0435'0.5 MI E FROM BLOOMFIELD HILLS.
 NE0435'0.5 MILE EAST ALONG EAST LONG LAKE ROAD FROM THE POST OFFICE
 NE0435'AT BLOOMFIELD HILLS, OAKLAND COUNTY, AT A CONCRETE OVERPASS
 NE0435'OF THE GRAND TRUNK WESTERN RAILWAY, IN THE TOP OF THE SOUTHWEST
 NE0435'CORNER OF THE CONCRETE BASE OF THE CENTER PIER, 1.9 FEET WEST
 NE0435'OF THE WEST FACE OF THE WEST CENTER PIER, AND 1/2 FOOT SOUTH
 NE0435'OF THE SOUTH FACE OF THE WEST PIER.  A STATE SURVEY STANDARD
 NE0435'DISK.
 NE0435
 NE0435                          STATION RECOVERY (1994)
 NE0435
 NE0435'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0435'MARK NOT FOUND.
 NE0435
 NE0435                          STATION RECOVERY (2000)
 NE0435
 NE0435'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE0435'CONCRETE BASE OF CENTER PIER HAS BEEN REWORKED AND CONCRETE HAS BEEN
 NE0435'REPLACED. UNABLE TO FIND MARKER AT THIS TIME. DATES ON CEMENT AROUND
 NE0435'AREA WAS REWORKED IN 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0460 ***********************************************************************
 NE0460  DESIGNATION -  8 Y 2
 NE0460  PID         -  NE0460
 NE0460  STATE/COUNTY-  MI/OAKLAND
 NE0460  USGS QUAD   -  BIRMINGHAM (1981)
 NE0460
 NE0460                         *CURRENT SURVEY CONTROL
 NE0460  ___________________________________________________________________
 NE0460* NAD 83(1986)-  42 30 16.     (N)    083 07 30.     (W)     SCALED    
 NE0460* NAVD 88     -       193.748  (meters)     635.65   (feet)  ADJUSTED  
 NE0460  ___________________________________________________________________
 NE0460  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NE0460  DYNAMIC HT  -         193.694 (meters)     635.48  (feet)  COMP
 NE0460  MODELED GRAV-     980,337.4   (mgal)                       NAVD 88
 NE0460
 NE0460  VERT ORDER  -  SECOND    CLASS 0
 NE0460
 NE0460.The horizontal coordinates were scaled from a topographic map and have
 NE0460.an estimated accuracy of +/- 6 seconds.
 NE0460
 NE0460.The orthometric height was determined by differential leveling
 NE0460.and adjusted by the National Geodetic Survey in June 1991..
 NE0460
 NE0460.The geoid height was determined by GEOID03.
 NE0460
 NE0460.The dynamic height is computed by dividing the NAVD 88
 NE0460.geopotential number by the normal gravity value computed on the
 NE0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0460.degrees latitude (g = 980.6199 gals.).
 NE0460
 NE0460.The modeled gravity was interpolated from observed gravity values.
 NE0460
 NE0460;                    North         East    Units  Estimated Accuracy
 NE0460;SPC MI S     -   112,320.    4,102,050.      MT  (+/- 180 meters Scaled)
 NE0460
 NE0460                          SUPERSEDED SURVEY CONTROL
 NE0460
 NE0460  NGVD 29 (??/??/92)  193.885  (m)          636.10   (f) ADJ UNCH    2 0
 NE0460
 NE0460.Superseded values are not recommended for survey control.
 NE0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0460.See file dsdata.txt to determine how the superseded data were derived.
 NE0460
 NE0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH254079(NAD 83)
 NE0460_MARKER: DD = SURVEY DISK
 NE0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0460_STAMPING: 8 Y 2 636.104
 NE0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0460+STABILITY: SURFACE MOTION
 NE0460
 NE0460  HISTORY     - Date     Condition        Report By
 NE0460  HISTORY     - UNK      MONUMENTED       MIGS
 NE0460  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0460  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0460  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0460
 NE0460                          STATION DESCRIPTION
 NE0460
 NE0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0460'AT ROYAL OAK.
 NE0460'AT ROYAL OAK, OAKLAND COUNTY, AT THE INTERSECTION OF OAKWOOD
 NE0460'BOULEVARD AND NORTH CAMPBELL ROAD, 17 YARDS NORTHWEST OF THE
 NE0460'INTERSECTION OF THE CENTERLINES, 17.5 YARDS WEST OF THE WEST
 NE0460'END OF THE NORTH PARAPET WALL OF A CONCRETE CULVERT, 15 YARDS
 NE0460'WEST OF THE CENTERLINE OF CAMPBELL ROAD, 8 YARDS NORTH OF THE
 NE0460'CENTERLINE OF OAKWOOD BOULEVARD, AND 4 INCHES LOWER THAN THE
 NE0460'SURFACE OF THE SIDEWALK.  A STATE SURVEY STANDARD DISK, SET IN
 NE0460'THE TOP OF A CONCRETE POST.  NOTE-- OAKWOOD BOULEVARD IS TWELVE
 NE0460'MILE ROAD.  THE MARK IS NORTHWEST OF A SEWAGE DISPOSAL PLANT,
 NE0460'2 FEET EAST OF A SIDEWALK, 7.5 FEET NORTH OF NORTH CURB, AND
 NE0460'BELOW GROUND LEVEL IN A HOLE IN THE GROUND.  IT IS NOW STAMPED
 NE0460'8 Y 2 636.104.
 NE0460
 NE0460                          STATION RECOVERY (1994)
 NE0460
 NE0460'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0460'MARK NOT FOUND.
 NE0460
 NE0460                          STATION RECOVERY (2001)
 NE0460
 NE0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0460'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0461 ***********************************************************************
 NE0461  DESIGNATION -  8 Z 2
 NE0461  PID         -  NE0461
 NE0461  STATE/COUNTY-  MI/OAKLAND
 NE0461  USGS QUAD   -  BIRMINGHAM (1981)
 NE0461
 NE0461                         *CURRENT SURVEY CONTROL
 NE0461  ___________________________________________________________________
 NE0461* NAD 83(1986)-  42 30 16.     (N)    083 07 54.     (W)     SCALED    
 NE0461* NAVD 88     -       196.308  (meters)     644.05   (feet)  ADJUSTED  
 NE0461  ___________________________________________________________________
 NE0461  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NE0461  DYNAMIC HT  -         196.253 (meters)     643.87  (feet)  COMP
 NE0461  MODELED GRAV-     980,336.9   (mgal)                       NAVD 88
 NE0461
 NE0461  VERT ORDER  -  SECOND    CLASS 0
 NE0461
 NE0461.The horizontal coordinates were scaled from a topographic map and have
 NE0461.an estimated accuracy of +/- 6 seconds.
 NE0461
 NE0461.The orthometric height was determined by differential leveling
 NE0461.and adjusted by the National Geodetic Survey in June 1991..
 NE0461
 NE0461.The geoid height was determined by GEOID03.
 NE0461
 NE0461.The dynamic height is computed by dividing the NAVD 88
 NE0461.geopotential number by the normal gravity value computed on the
 NE0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0461.degrees latitude (g = 980.6199 gals.).
 NE0461
 NE0461.The modeled gravity was interpolated from observed gravity values.
 NE0461
 NE0461;                    North         East    Units  Estimated Accuracy
 NE0461;SPC MI S     -   112,320.    4,101,500.      MT  (+/- 180 meters Scaled)
 NE0461
 NE0461                          SUPERSEDED SURVEY CONTROL
 NE0461
 NE0461  NGVD 29 (??/??/92)  196.445  (m)          644.50   (f) ADJ UNCH    2 0
 NE0461
 NE0461.Superseded values are not recommended for survey control.
 NE0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0461.See file dsdata.txt to determine how the superseded data were derived.
 NE0461
 NE0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH248079(NAD 83)
 NE0461_MARKER: DD = SURVEY DISK
 NE0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0461_STAMPING: 8 Z 2 644.503
 NE0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0461+STABILITY: SURFACE MOTION
 NE0461
 NE0461  HISTORY     - Date     Condition        Report By
 NE0461  HISTORY     - UNK      MONUMENTED       MIGS
 NE0461  HISTORY     - 1955     GOOD             NGS
 NE0461  HISTORY     - 19941012 MARK NOT FOUND   LOCENG
 NE0461
 NE0461                          STATION DESCRIPTION
 NE0461
 NE0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NE0461'AT ROYAL OAK.
 NE0461'AT ROYAL OAK, OAKLAND COUNTY, AT THE SOUTHWEST CORNER OF THE
 NE0461'INTERSECTION OF OAKWOOD BOULEVARD AND FERRIS AVENUE, 40 FEET
 NE0461'WEST OF THE CENTERLINE OF FERRIS AVENUE, 1.5 FEET SOUTH OF THE
 NE0461'SOUTH CURB OF OAKWOOD BOULEVARD, AND LEVEL WITH THE SURFACE
 NE0461'OF THE BOULEVARD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP
 NE0461'OF A CONCRETE POST.  NOTE-- THE MARK IS LEVEL WITH THE TOP OF
 NE0461'THE CURB AND 5 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 NE0461'NOW STAMPED 8 Z 2 644.503.
 NE0461
 NE0461                          STATION RECOVERY (1994)
 NE0461
 NE0461'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0112 ***********************************************************************
 NF0112  DESIGNATION -  80 1/2
 NF0112  PID         -  NF0112
 NF0112  STATE/COUNTY-  MI/SHIAWASSEE
 NF0112  USGS QUAD   -  OWOSSO SOUTH (1972)
 NF0112
 NF0112                         *CURRENT SURVEY CONTROL
 NF0112  ___________________________________________________________________
 NF0112* NAD 83(1986)-  42 59 49.     (N)    084 12 32.     (W)     SCALED    
 NF0112* NAVD 88     -       238.936  (meters)     783.91   (feet)  ADJUSTED  
 NF0112  ___________________________________________________________________
 NF0112  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NF0112  DYNAMIC HT  -         238.882 (meters)     783.73  (feet)  COMP
 NF0112  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 NF0112
 NF0112  VERT ORDER  -  SECOND    CLASS 0
 NF0112
 NF0112.The horizontal coordinates were scaled from a topographic map and have
 NF0112.an estimated accuracy of +/- 6 seconds.
 NF0112
 NF0112.The orthometric height was determined by differential leveling
 NF0112.and adjusted by the National Geodetic Survey in June 1991..
 NF0112
 NF0112.The geoid height was determined by GEOID03.
 NF0112
 NF0112.The dynamic height is computed by dividing the NAVD 88
 NF0112.geopotential number by the normal gravity value computed on the
 NF0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0112.degrees latitude (g = 980.6199 gals.).
 NF0112
 NF0112.The modeled gravity was interpolated from observed gravity values.
 NF0112
 NF0112;                    North         East    Units  Estimated Accuracy
 NF0112;SPC MI S     -   166,290.    4,012,870.      MT  (+/- 180 meters Scaled)
 NF0112
 NF0112                          SUPERSEDED SURVEY CONTROL
 NF0112
 NF0112  NGVD 29 (??/??/92)  239.080  (m)          784.38   (f) ADJ UNCH    2 0
 NF0112
 NF0112.Superseded values are not recommended for survey control.
 NF0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0112.See file dsdata.txt to determine how the superseded data were derived.
 NF0112
 NF0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN275642(NAD 83)
 NF0112_MARKER: Z = SEE DESCRIPTION
 NF0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0112_STAMPING: BM NO 80 1/2
 NF0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0112+STABILITY: SURFACE MOTION
 NF0112
 NF0112  HISTORY     - Date     Condition        Report By
 NF0112  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0112  HISTORY     - 1934     GOOD             NGS
 NF0112  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0112  HISTORY     - 19970623 GOOD             MIDT
 NF0112  HISTORY     - 19990408 MARK NOT FOUND   NGS
 NF0112  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0112  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NF0112
 NF0112                          STATION DESCRIPTION
 NF0112
 NF0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0112'2.1 MI W FROM OWOSSO.
 NF0112'2.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0112'STATION AT OWOSSO, SHIAWASSEE COUNTY, 60 YARDS SOUTH OF STATE
 NF0112'HIGHWAY 21, 45 FEET NORTH OF THE NORTH RAIL, 1.7 FEET SOUTH OF A
 NF0112'FENCE, AND 6 INCHES HIGHER THAN THE TOP OF THE RAIL.  A BRONZE
 NF0112'PLUG, STAMPED B.M. NO. 80 1/2 AND SET IN THE TOP OF A CONCRETE
 NF0112'POST.
 NF0112
 NF0112                          STATION RECOVERY (1972)
 NF0112
 NF0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0112'MARK NOT FOUND.
 NF0112
 NF0112                          STATION RECOVERY (1997)
 NF0112
 NF0112'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (DPO)
 NF0112'ACROSS FROM THE WESTERLY ENTRANCE OF ADDRESS NO, 2170, NOW A TSC
 NF0112'STORE.
 NF0112
 NF0112                          STATION RECOVERY (1999)
 NF0112
 NF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RHK)
 NF0112'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0112
 NF0112                          STATION RECOVERY (2001)
 NF0112
 NF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0112
 NF0112                          STATION RECOVERY (2001)
 NF0112
 NF0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6795 ***********************************************************************
 AA6795  DESIGNATION -  80 145A
 AA6795  PID         -  AA6795
 AA6795  STATE/COUNTY-  MI/WAYNE
 AA6795  USGS QUAD   -  BELLEVILLE (1980)
 AA6795
 AA6795                         *CURRENT SURVEY CONTROL
 AA6795  ___________________________________________________________________
 AA6795* NAD 83(1994)-  42 13 54.04451(N)    083 23 07.93077(W)     ADJUSTED  
 AA6795* NAVD 88     -       199.0    (meters)     653.     (feet)  GPS OBS   
 AA6795  ___________________________________________________________________
 AA6795  X           -     544,823.040 (meters)                     COMP
 AA6795  Y           -  -4,698,379.654 (meters)                     COMP
 AA6795  Z           -   4,264,803.637 (meters)                     COMP
 AA6795  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 AA6795  ELLIP HEIGHT-         164.66  (meters)          (07/12/02) GPS OBS
 AA6795  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 AA6795
 AA6795  HORZ ORDER  -  FIRST
 AA6795  ELLP ORDER  -  FOURTH    CLASS I
 AA6795
 AA6795.The horizontal coordinates were established by GPS observations
 AA6795.and adjusted by the National Geodetic Survey in February 1997..
 AA6795
 AA6795.The orthometric height was determined by GPS observations and a
 AA6795.high-resolution geoid model.
 AA6795
 AA6795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6795
 AA6795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6795
 AA6795.The ellipsoidal height was determined by GPS observations
 AA6795.and is referenced to NAD 83.
 AA6795
 AA6795.The geoid height was determined by GEOID03.
 AA6795
 AA6795;                    North         East     Units Scale Factor Converg.
 AA6795;SPC MI S     -    81,745.697 4,080,987.724   MT  0.99997142   +0 40 03.7
 AA6795;SPC MI S     -   268,194.54 13,389,067.34   iFT  0.99997142   +0 40 03.7
 AA6795;UTM  17      - 4,678,255.037   303,148.222   MT  1.00007682   -1 36 14.1
 AA6795
 AA6795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6795!SPC MI S     -   0.99997418  x   0.99997142  =   0.99994560
 AA6795!UTM  17      -   0.99997418  x   1.00007682  =   1.00005099
 AA6795
 AA6795                          SUPERSEDED SURVEY CONTROL
 AA6795
 AA6795  ELLIP H (02/03/97)  164.71   (m)                       GP(       ) 4 1
 AA6795  NAD 83(1986)-  42 13 54.05217(N)    083 23 07.95697(W) AD(       ) 1
 AA6795
 AA6795.Superseded values are not recommended for survey control.
 AA6795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6795.See file dsdata.txt to determine how the superseded data were derived.
 AA6795
 AA6795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0314878255(NAD 83)
 AA6795_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6795_STAMPING: 80-145A 1960
 AA6795_MARK LOGO: MI-163
 AA6795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6795+STABILITY: SURFACE MOTION
 AA6795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6795+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6795
 AA6795  HISTORY     - Date     Condition        Report By
 AA6795  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6795
 AA6795                          STATION DESCRIPTION
 AA6795
 AA6795'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6795'STATION IS LOCATED APPROXIMATELY 1.5 MILESNORTH AND 1  MILESWEST OF
 AA6795'DETROIT METRO AIRPORT ON WAYNE ROAD AT MICHELLE DRIVE. TO REACH FROM
 AA6795'THE INTERSECTION OF INTERSTATE I-94 AND WAYNE ROAD (EXIT 196) PROCEED
 AA6795'NORTH ON WAYNE ROAD FOR 0.25  MILESTO MICHELLE DRIVE AND THE STATION
 AA6795'IN THE SOUTHEAST QUADRANT. THE STATION IS A WAYNE COUNTY BENCHMARK
 AA6795'BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN
 AA6795'A CAST IRON MONUMENT BOX WHICH IS FLUSH WITH THE CONCRETE OF THE
 AA6795'SIDEWALK. CENTERLINE OF MICHELLE DRIVE IS N 0 W, 39.4 FEET,  THE
 AA6795'MONUMENT IS IN THE CENTER OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1305 ***********************************************************************
 RJ1305  DESIGNATION -  80 R C5W 213
 RJ1305  PID         -  RJ1305
 RJ1305  STATE/COUNTY-  MI/CHIPPEWA
 RJ1305  USGS QUAD   -  OAK RIDGE (1976)
 RJ1305
 RJ1305                         *CURRENT SURVEY CONTROL
 RJ1305  ___________________________________________________________________
 RJ1305* NAD 83(1994)-  46 17 41.42196(N)    084 13 19.60911(W)     ADJUSTED  
 RJ1305* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 RJ1305  ___________________________________________________________________
 RJ1305  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 RJ1305  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1305
 RJ1305  HORZ ORDER  -  SECOND
 RJ1305
 RJ1305.The horizontal coordinates were established by classical geodetic methods
 RJ1305.and adjusted by the National Geodetic Survey in February 1997..
 RJ1305
 RJ1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1305
 RJ1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1305
 RJ1305.The geoid height was determined by GEOID03.
 RJ1305
 RJ1305;                    North         East     Units Scale Factor Converg.
 RJ1305;SPC MI N     -   171,744.436 8,213,973.836   MT  0.99990285   +2 00 28.2
 RJ1305;SPC MI N     -   563,466.00 26,948,733.06   iFT  0.99990285   +2 00 28.2
 RJ1305;UTM  16      - 5,130,557.797   713,949.126   MT  1.00016271   +2 00 32.1
 RJ1305
 RJ1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1305!SPC MI N     -   0.99997783  x   0.99990285  =   0.99988068
 RJ1305!UTM  16      -   0.99997783  x   1.00016271  =   1.00014054
 RJ1305
 RJ1305                          SUPERSEDED SURVEY CONTROL
 RJ1305
 RJ1305  NAD 83(1986)-  46 17 41.41344(N)    084 13 19.60556(W) AD(       ) 2
 RJ1305  NGVD 29 (05/22/90)  178.0    (m)          584.     (f) VERT ANG       
 RJ1305
 RJ1305.Superseded values are not recommended for survey control.
 RJ1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1305.See file dsdata.txt to determine how the superseded data were derived.
 RJ1305
 RJ1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1394930558(NAD 83)
 RJ1305_MARKER: DS = TRIANGULATION STATION DISK
 RJ1305_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1305+WITH SETTING: INFORMATION.
 RJ1305_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1305
 RJ1305  HISTORY     - Date     Condition        Report By
 RJ1305  HISTORY     - 1988     MONUMENTED       USE
 RJ1305
 RJ1305                          STATION DESCRIPTION
 RJ1305
 RJ1305'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1305'THE STATION IS LOCATED ABOUT 24.3 KM (15.1 MI) SOUTH-SOUTHEAST OF
 RJ1305'SAULT
 RJ1305'STE MARIE, 70.1 KM (18.7 MI) EAST-NORTHEAST OF RUDYARD,
 RJ1305'41.7 KM (25.9 MI)
 RJ1305'NORTH-NORTHWEST OF DETOUR VILLAGE,
 RJ1305'ALONG THE WEST NEEBISH CHANNEL, IN PART OF LOT 5, LELIEVRE PLAT
 RJ1305'OF CHANNEL VIEW, SEC 18, T45N-R2E.
 RJ1305'OWNERSHIP---JOHN S. AND ZETTA E. MC NAIRN
 RJ1305'
 RJ1305'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST
 RJ1305'FOR 4.3 KM
 RJ1305'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1305'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1305'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1305'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL
 RJ1305'BY BOAT DOWNRIVER FOR 10 MINUTES
 RJ1305'TO THE WEST SIDE OF THE ST MARYS RIVER WHERE
 RJ1305'THE STATION IS LOCATED.
 RJ1305'
 RJ1305'THE STATION IS A STANDARD COE DISK
 RJ1305'STAMPED---C5W-213 1988---,
 RJ1305'SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD DRIVEN
 RJ1305'13.7 METERS
 RJ1305'(45 FT) INTO THE GROUND, LOCATED
 RJ1305'4.5 METERS
 RJ1305'(14.9 FT) SOUTH FROM A FLAGPOLE, AND
 RJ1305'5.5 METERS
 RJ1305'(18 FT) WEST FROM THE WATER.
 RJ1305'
 RJ1305'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3870 ***********************************************************************
 AA3870  DESIGNATION -  80110
 AA3870  PID         -  AA3870
 AA3870  STATE/COUNTY-  MI/VAN BUREN
 AA3870  USGS QUAD   -  COLOMA (1978)
 AA3870
 AA3870                         *CURRENT SURVEY CONTROL
 AA3870  ___________________________________________________________________
 AA3870* NAD 83(1994)-  42 14 34.66115(N)    086 21 07.62155(W)     ADJUSTED  
 AA3870* NAVD 88     -       197.0    (meters)     646.     (feet)  GPS OBS   
 AA3870  ___________________________________________________________________
 AA3870  X           -     300,881.802 (meters)                     COMP
 AA3870  Y           -  -4,719,438.122 (meters)                     COMP
 AA3870  Z           -   4,265,730.653 (meters)                     COMP
 AA3870  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 AA3870  ELLIP HEIGHT-         163.39  (meters)          (07/17/02) GPS OBS
 AA3870  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 AA3870
 AA3870  HORZ ORDER  -  FIRST
 AA3870  ELLP ORDER  -  FOURTH    CLASS I
 AA3870
 AA3870.The horizontal coordinates were established by GPS observations
 AA3870.and adjusted by the National Geodetic Survey in February 1997..
 AA3870
 AA3870.The orthometric height was determined by GPS observations and a
 AA3870.high-resolution geoid model.
 AA3870
 AA3870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3870
 AA3870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3870
 AA3870.The ellipsoidal height was determined by GPS observations
 AA3870.and is referenced to NAD 83.
 AA3870
 AA3870.The geoid height was determined by GEOID03.
 AA3870
 AA3870;                    North         East     Units Scale Factor Converg.
 AA3870;SPC MI S     -    84,459.030 3,836,151.377   MT  0.99996922   -1 21 04.2
 AA3870;SPC MI S     -   277,096.56 12,585,798.48   iFT  0.99996922   -1 21 04.2
 AA3870;UTM  16      - 4,676,955.698   553,451.641   MT  0.99963515   +0 26 08.0
 AA3870
 AA3870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3870!SPC MI S     -   0.99997438  x   0.99996922  =   0.99994360
 AA3870!UTM  16      -   0.99997438  x   0.99963515  =   0.99960953
 AA3870
 AA3870                          SUPERSEDED SURVEY CONTROL
 AA3870
 AA3870  ELLIP H (02/03/97)  163.41   (m)                       GP(       ) 4 1
 AA3870  NAD 83(1994)-  42 14 34.66255(N)    086 21 07.63182(W) AD(       ) 1
 AA3870
 AA3870.Superseded values are not recommended for survey control.
 AA3870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3870.See file dsdata.txt to determine how the superseded data were derived.
 AA3870
 AA3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5345276956(NAD 83)
 AA3870_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3870_SP_SET: CONCRETE POST
 AA3870_STAMPING: 80110 1980
 AA3870_MARK LOGO: MIDT  
 AA3870_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3870+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AA3870
 AA3870  HISTORY     - Date     Condition        Report By
 AA3870  HISTORY     - 1980     MONUMENTED       MIDT
 AA3870  HISTORY     - 1980     GOOD             MIDT
 AA3870  HISTORY     - 20020915 GOOD             INDIV
 AA3870  HISTORY     - 20050915 GOOD             INDIV
 AA3870
 AA3870                          STATION DESCRIPTION
 AA3870
 AA3870'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980 (ELM)
 AA3870'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4,
 AA3870'SECTION 36, T-2-S, R-18-W, COVERT TOWNSHIP AND ON THE COLOMA
 AA3870'QUADRANGLE MAP.  IT IS ABOUT 11-3/4 MILES SOUTH FROM SOUTH HAVEN,
 AA3870'9-3/4 MILES WEST-NORTHWEST FROM HARTFORD, 4-1/2 MILES NORTHWEST FROM
 AA3870'COLOMA IN THE MEDIAN OF INTERSTATE HIGHWAY I-196/UNITED STATES HIGHWAY
 AA3870'US-31 AT ABOUT THE BERRIEN/VAN BUREN COUNTY LINE. TO REACH THE STATION
 AA3870'FROM THE INTERCHANGE OF I-196/US-31 AND STATE HIGHWAY M-63,  EXIT 7
 AA3870'ABOUT 4-1/2 MILES NORTHWEST FROM COLOMA, GO NORTH ON I-196/US-31 FOR
 AA3870'1.2 MI (1.9 KM) TO APPROXIMATE COUNTY LINE AND STATION ON LEFT IN
 AA3870'MEDIAN. STATION IS FLUSH WITH GROUND.  IT IS 48.8 FT (14.9 M) EAST
 AA3870'FROM CENTERLINE OF SOUTHBOUND ROADWAY, 46.3 FT (14.1 M) WEST FROM
 AA3870'CENTERLINE OF NORTHBOUND ROADWAY, 1.9 FT (0.6 M) EAST FROM METAL
 AA3870'WITNESS POST AND 1.7 FT (0.5 M) WEST FROM METAL WITNESS POST WIOTH
 AA3870'SIGN.
 AA3870
 AA3870                          STATION RECOVERY (1980)
 AA3870
 AA3870'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AA3870'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 AA3870'LOCATED IN THE SOUTHWEST 1/4 SECTION 36, T-2-S, R-18-W, COVERT
 AA3870'TOWNSHIP.  ABOUT 7.0 MILES NORTHWEST FROM WATERVLIET, 5.0 MILES
 AA3870'NORTHWEST FROM COLOMA, AND 4.0 MILES NORTH FROM HAGAR. TO REACH FROM
 AA3870'THE BRIDGE CARRYING INTERSTATE HIGHWAY 196 OVER INTERSTATE HIGHWAY 94,
 AA3870'NORTHEAST FROM BENTON HARBOR, GO NORTH ALONG INTERSTATE HIGHWAY 196
 AA3870'FOR 6.9 MILES TO INTERCHANGE BRIDGE AT HAGAR SHORE ROAD. CONTINUE
 AA3870'NORTH ALONG INTERSTATE HIGHWAY 196 FOR 1.2 MILES TO THE VAN BUREN
 AA3870'COUNTY LINE AND THE STATION IN THE INTERSTATE HIGHWAY 196 MEDIAN, ON
 AA3870'THE LEFT AS DESCRIBED. STATION IS 126 FEET NORTH FROM THE FIRST GUARD
 AA3870'RAIL POST ALONG NORTHBOUND INTERSTATE HIGHWAY 196, 74 FEET NORTHWEST
 AA3870'FROM THE WESTERLY POST OF SIGN, VAN BUREN COUNTY, 48 FEET SOUTHEAST
 AA3870'FROM CENTER OF PAVEMENT FOR SOUTHBOUND INTERSTATE HIGHWAY 196, 47 FEET
 AA3870'NORTHWEST FROM CENTER OF PAVEMENT FOR NORTHBOUND INTERSTATE HIGHWAY
 AA3870'196, AND 2.0 FEET SOUTHEAST FROM METAL WITNESS POST WITH SIGN.
 AA3870
 AA3870                          STATION RECOVERY (2002)
 AA3870
 AA3870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA3870'STATION DESIGNATION  80110
 AA3870
 AA3870                          STATION RECOVERY (2005)
 AA3870
 AA3870'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SL)
 AA3870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3871 ***********************************************************************
 AA3871  DESIGNATION -  80200
 AA3871  PID         -  AA3871
 AA3871  STATE/COUNTY-  MI/VAN BUREN
 AA3871  USGS QUAD   -  COVERT (1981)
 AA3871
 AA3871                         *CURRENT SURVEY CONTROL
 AA3871  ___________________________________________________________________
 AA3871* NAD 83(1994)-  42 15 10.13719(N)    086 20 17.31961(W)     ADJUSTED  
 AA3871* NAVD 88     -       190.8    (meters)     626.     (feet)  GPS OBS   
 AA3871  ___________________________________________________________________
 AA3871  X           -     301,985.428 (meters)                     COMP
 AA3871  Y           -  -4,718,625.564 (meters)                     COMP
 AA3871  Z           -   4,266,536.792 (meters)                     COMP
 AA3871  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 AA3871  ELLIP HEIGHT-         157.20  (meters)          (07/17/02) GPS OBS
 AA3871  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 AA3871
 AA3871  HORZ ORDER  -  FIRST
 AA3871  ELLP ORDER  -  FOURTH    CLASS I
 AA3871
 AA3871.The horizontal coordinates were established by GPS observations
 AA3871.and adjusted by the National Geodetic Survey in February 1997..
 AA3871
 AA3871.The orthometric height was determined by GPS observations and a
 AA3871.high-resolution geoid model.
 AA3871
 AA3871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3871
 AA3871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3871
 AA3871.The ellipsoidal height was determined by GPS observations
 AA3871.and is referenced to NAD 83.
 AA3871
 AA3871.The geoid height was determined by GEOID03.
 AA3871
 AA3871;                    North         East     Units Scale Factor Converg.
 AA3871;SPC MI S     -    85,526.213 3,837,329.891   MT  0.99996732   -1 20 29.9
 AA3871;SPC MI S     -   280,597.81 12,589,665.00   iFT  0.99996732   -1 20 29.9
 AA3871;UTM  16      - 4,678,058.740   554,595.929   MT  0.99963667   +0 26 42.2
 AA3871
 AA3871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3871!SPC MI S     -   0.99997535  x   0.99996732  =   0.99994267
 AA3871!UTM  16      -   0.99997535  x   0.99963667  =   0.99961202
 AA3871
 AA3871                          SUPERSEDED SURVEY CONTROL
 AA3871
 AA3871  ELLIP H (02/03/97)  157.22   (m)                       GP(       ) 4 1
 AA3871  NAD 83(1994)-  42 15 10.13856(N)    086 20 17.32992(W) AD(       ) 1
 AA3871
 AA3871.Superseded values are not recommended for survey control.
 AA3871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3871.See file dsdata.txt to determine how the superseded data were derived.
 AA3871
 AA3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5459678059(NAD 83)
 AA3871_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3871_SP_SET: CONCRETE POST
 AA3871_STAMPING: 80200 1991
 AA3871_MARK LOGO: MIDT  
 AA3871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3871+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2005
 AA3871
 AA3871  HISTORY     - Date     Condition        Report By
 AA3871  HISTORY     - 1991     MONUMENTED       MIDT
 AA3871  HISTORY     - 19930929 GOOD             MIDT
 AA3871  HISTORY     - 20050915 GOOD             INDIV
 AA3871
 AA3871                          STATION DESCRIPTION
 AA3871
 AA3871'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3871'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE NORTHWEST 1/4,
 AA3871'SECTION 31, T-2-S, R-17-W, COVERT TOWNSHIP AND ON THE COVERT
 AA3871'QUADRANGLE MAP.  IT IS ABOUT 11-1/2 MILES NORTH-NORTHEAST FROM BENTON
 AA3871'HARBOR, 10-3/4 MILES SOUTH-SOUTHWEST FROM SOUTH HAVEN, 5.0 MILES (8.0
 AA3871'KM) NORTHWEST FROM COLOMA AND ON THE INTERSTATE HIGHWAY I-196/UNITED
 AA3871'STATES HIGHWAY US-31 RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF
 AA3871'I-196/US-31 AND STATE HIGHWAY M-63, EXIT 7 ABOUT 4-1/2 MILES NORTHWEST
 AA3871'FROM COLOMA, GO NORTH ON I-196/US-31 FOR 2.2 MILES (3.5 KM) TO STATION
 AA3871'ON RIGHT. STATION IS FLUSH WITH GROUND.  IT IS 72.0 FT (21.9 M) EAST
 AA3871'FROM CENTERLINE NORTHBOUND ROADWAY, 66.6 FT (20.3 M) WEST FROM
 AA3871'CENTERLINE SERICE ROAD, 31.4 FT (9.6 M) WEST FROM EAST RIGHT-OF-WAY
 AA3871'FENCE FOR I-196/US-31 AND 2.0 FT (0.6 M) WEST FROM METAL WITNESS POST
 AA3871'WITH SIGN.
 AA3871
 AA3871                          STATION RECOVERY (1993)
 AA3871
 AA3871'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 AA3871'RECOVERED AS DESCRIBED.
 AA3871
 AA3871                          STATION RECOVERY (2005)
 AA3871
 AA3871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SL)
 AA3871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3872 ***********************************************************************
 AA3872  DESIGNATION -  80201
 AA3872  PID         -  AA3872
 AA3872  STATE/COUNTY-  MI/VAN BUREN
 AA3872  USGS QUAD   -  HARTFORD (1981)
 AA3872
 AA3872                         *CURRENT SURVEY CONTROL
 AA3872  ___________________________________________________________________
 AA3872* NAD 83(1994)-  42 11 38.23725(N)    086 08 32.47273(W)     ADJUSTED  
 AA3872* NAVD 88     -       207.2    (meters)     680.     (feet)  GPS OBS   
 AA3872  ___________________________________________________________________
 AA3872  X           -     318,404.533 (meters)                     COMP
 AA3872  Y           -  -4,721,962.299 (meters)                     COMP
 AA3872  Z           -   4,261,706.137 (meters)                     COMP
 AA3872  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 AA3872  ELLIP HEIGHT-         173.82  (meters)          (07/17/02) GPS OBS
 AA3872  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 AA3872
 AA3872  HORZ ORDER  -  FIRST
 AA3872  ELLP ORDER  -  FOURTH    CLASS I
 AA3872
 AA3872.The horizontal coordinates were established by GPS observations
 AA3872.and adjusted by the National Geodetic Survey in February 1997..
 AA3872
 AA3872.The orthometric height was determined by GPS observations and a
 AA3872.high-resolution geoid model.
 AA3872
 AA3872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3872
 AA3872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3872
 AA3872.The ellipsoidal height was determined by GPS observations
 AA3872.and is referenced to NAD 83.
 AA3872
 AA3872.The geoid height was determined by GEOID03.
 AA3872
 AA3872;                    North         East     Units Scale Factor Converg.
 AA3872;SPC MI S     -    78,630.184 3,853,344.529   MT  0.99997908   -1 12 30.3
 AA3872;SPC MI S     -   257,973.04 12,642,206.46   iFT  0.99997908   -1 12 30.3
 AA3872;UTM  16      - 4,671,667.144   570,812.404   MT  0.99966170   +0 34 33.8
 AA3872
 AA3872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3872!SPC MI S     -   0.99997274  x   0.99997908  =   0.99995182
 AA3872!UTM  16      -   0.99997274  x   0.99966170  =   0.99963445
 AA3872
 AA3872                          SUPERSEDED SURVEY CONTROL
 AA3872
 AA3872  ELLIP H (02/03/97)  173.84   (m)                       GP(       ) 4 1
 AA3872  NAD 83(1994)-  42 11 38.23847(N)    086 08 32.48360(W) AD(       ) 1
 AA3872
 AA3872.Superseded values are not recommended for survey control.
 AA3872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3872.See file dsdata.txt to determine how the superseded data were derived.
 AA3872
 AA3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7081271667(NAD 83)
 AA3872_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3872_SP_SET: CONCRETE POST
 AA3872_STAMPING: 80201 1991
 AA3872_MARK LOGO: MIDT  
 AA3872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3872+STABILITY: SURFACE MOTION
 AA3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3872+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 AA3872
 AA3872  HISTORY     - Date     Condition        Report By
 AA3872  HISTORY     - 1991     MONUMENTED       MIDT
 AA3872  HISTORY     - 20020915 GOOD             INDIV
 AA3872
 AA3872                          STATION DESCRIPTION
 AA3872
 AA3872'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3872'STATION IS LOCATED IN QUAD 420861.  IT IS IN THE NORTHWEST 1/4,
 AA3872'SECTION 23, T-3-S, R-16-W, HARTFORD TOWNSHIP AND ON THE HARTFORD
 AA3872'QUADRANGLE MAP.  IT IS ABOUT 10-1/4 MILES NORTHWEST FROM DECATUR,
 AA3872'4-3/4 MILES SOUTHWEST FROM LAWRENCE, 1-1/2 MILES SOUTHEAST FROM
 AA3872'HARTFORD AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY. TO REACH
 AA3872'FROM THE INTERSTATE HIGHWAY I-94 AND 52ND AVENUE INTERCHANGE, EXIT 52
 AA3872'ABOUT 1 MILE (1.6 KM) SOUTH FROM LAWRENCE, GO WEST ON I-94 FOR 4.8 MI
 AA3872'(7.7 KM) TO STATION ON RIGHT ABOUT 240 FEET (73.2 M) WEST OF HARTFORD
 AA3872'1 MILE (1.6 KM) EXIT 46A SIGN. STATION IS RECESSED 10CM BELOW THE
 AA3872'GROUND.  IT IS 144.5 FT (44.0 M) EAST FROM MILE MARKER 47, 50.6 FT
 AA3872'(15.4 M) SOUTH FROM RIGHT-OF-WAY FENCE, 43.7 FT (13.3 M) NORTH FROM
 AA3872'CENTERLINE OF WESTBOUND ROADWAY AND 1.7 FT (0.5 M) NORTH FROM METAL
 AA3872'WITNESS POST WITH SIGN.
 AA3872
 AA3872                          STATION RECOVERY (2002)
 AA3872
 AA3872'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JCK)
 AA3872'STATION DESIGNATION  80201
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3873 ***********************************************************************
 AA3873  DESIGNATION -  80202
 AA3873  PID         -  AA3873
 AA3873  STATE/COUNTY-  MI/VAN BUREN
 AA3873  USGS QUAD   -  LAWRENCE (1981)
 AA3873
 AA3873                         *CURRENT SURVEY CONTROL
 AA3873  ___________________________________________________________________
 AA3873* NAD 83(1994)-  42 11 35.90307(N)    086 07 04.02074(W)     ADJUSTED  
 AA3873* NAVD 88     -       235.2    (meters)     772.     (feet)  GPS OBS   
 AA3873  ___________________________________________________________________
 AA3873  X           -     320,434.092 (meters)                     COMP
 AA3873  Y           -  -4,721,894.313 (meters)                     COMP
 AA3873  Z           -   4,261,671.609 (meters)                     COMP
 AA3873  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 AA3873  ELLIP HEIGHT-         201.86  (meters)          (07/17/02) GPS OBS
 AA3873  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 AA3873
 AA3873  HORZ ORDER  -  FIRST
 AA3873  ELLP ORDER  -  FOURTH    CLASS I
 AA3873
 AA3873.The horizontal coordinates were established by GPS observations
 AA3873.and adjusted by the National Geodetic Survey in February 1997..
 AA3873
 AA3873.The orthometric height was determined by GPS observations and a
 AA3873.high-resolution geoid model.
 AA3873
 AA3873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3873
 AA3873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3873
 AA3873.The ellipsoidal height was determined by GPS observations
 AA3873.and is referenced to NAD 83.
 AA3873
 AA3873.The geoid height was determined by GEOID03.
 AA3873
 AA3873;                    North         East     Units Scale Factor Converg.
 AA3873;SPC MI S     -    78,515.678 3,855,371.993   MT  0.99997921   -1 11 30.1
 AA3873;SPC MI S     -   257,597.37 12,648,858.24   iFT  0.99997921   -1 11 30.1
 AA3873;UTM  16      - 4,671,615.840   572,841.810   MT  0.99966528   +0 35 33.2
 AA3873
 AA3873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3873!SPC MI S     -   0.99996834  x   0.99997921  =   0.99994755
 AA3873!UTM  16      -   0.99996834  x   0.99966528  =   0.99963363
 AA3873
 AA3873                          SUPERSEDED SURVEY CONTROL
 AA3873
 AA3873  ELLIP H (02/03/97)  201.88   (m)                       GP(       ) 4 1
 AA3873  NAD 83(1994)-  42 11 35.90436(N)    086 07 04.03110(W) AD(       ) 1
 AA3873
 AA3873.Superseded values are not recommended for survey control.
 AA3873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3873.See file dsdata.txt to determine how the superseded data were derived.
 AA3873
 AA3873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7284271616(NAD 83)
 AA3873_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3873_SP_SET: CONCRETE POST
 AA3873_STAMPING: 80202 1991
 AA3873_MARK LOGO: MIDT  
 AA3873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3873+STABILITY: SURFACE MOTION
 AA3873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3873+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AA3873
 AA3873  HISTORY     - Date     Condition        Report By
 AA3873  HISTORY     - 1991     MONUMENTED       MIDT
 AA3873
 AA3873                          STATION DESCRIPTION
 AA3873
 AA3873'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3873'STATION IS LOCATED IN QUAD 420861.  IT IS IN THE NORTHWEST 1/4,
 AA3873'SECTION 24, T-3-S, R-16-W, HARTFORD TOWNSHIP AND ON THE LAWRENCE
 AA3873'QUADRANGLE MAP.  IT IS ABOUT 9-1/2 MILES NORTHWEST FROM DECATUR, 4
 AA3873'MILLES WEST-SOUTHWEST FROM LAWRENCE, 2-3/4 MILES EAST-SOUTHEAST FROM
 AA3873'HARTFORD AND ON THE INTERSTATE HIGHWAY I-94 RIGHT-OF-WAY. TO REACH
 AA3873'FROM THE INTERSTATE HIGHWAY I-94 AND 52ND AVENUE, EXIT 52 ABOUT 1 MILE
 AA3873'(1.6 KM) SOUTH FROM LAWERENCE, GO WEST ON I-94 FOR 5.4 MI (8.7 KM) TO
 AA3873'MEDIAN CROSSOVER, TURN INTO CROSSOVER AND RETURN EAST ON I-94 FOR 1.9
 AA3873'MILES (3.1 KM) TO STATION ON RIGHT AT TOP OF BANK. STATION IS SET
 AA3873'FLUSH WITH GROUND.  IT IS 64.5 FT (19.7 M) SOUTH FROM CENTERLINE OF
 AA3873'EASTBOUND ROADWAY, 35.8 FT (10.9 M) NORTH FROM RIGHT-OF-WAY FENCE, 3.0
 AA3873'FT (0.9 M) SOUTH FROM TOP OF BANK AND 2.5 FT (0.8 M) WEST FROM METAL
 AA3873'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3874 ***********************************************************************
 AA3874  DESIGNATION -  80203
 AA3874  PID         -  AA3874
 AA3874  STATE/COUNTY-  MI/VAN BUREN
 AA3874  USGS QUAD   -  COVERT (1981)
 AA3874
 AA3874                         *CURRENT SURVEY CONTROL
 AA3874  ___________________________________________________________________
 AA3874* NAD 83(1994)-  42 18 06.66362(N)    086 18 30.91491(W)     ADJUSTED  
 AA3874* NAVD 88     -       195.7    (meters)     642.     (feet)  GPS OBS   
 AA3874  ___________________________________________________________________
 AA3874  X           -     304,183.883 (meters)                     COMP
 AA3874  Y           -  -4,714,816.200 (meters)                     COMP
 AA3874  Z           -   4,270,570.283 (meters)                     COMP
 AA3874  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 AA3874  ELLIP HEIGHT-         162.18  (meters)          (07/17/02) GPS OBS
 AA3874  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 AA3874
 AA3874  HORZ ORDER  -  FIRST
 AA3874  ELLP ORDER  -  FOURTH    CLASS I
 AA3874
 AA3874.The horizontal coordinates were established by GPS observations
 AA3874.and adjusted by the National Geodetic Survey in February 1997..
 AA3874
 AA3874.The orthometric height was determined by GPS observations and a
 AA3874.high-resolution geoid model.
 AA3874
 AA3874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3874
 AA3874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3874
 AA3874.The ellipsoidal height was determined by GPS observations
 AA3874.and is referenced to NAD 83.
 AA3874
 AA3874.The geoid height was determined by GEOID03.
 AA3874
 AA3874;                    North         East     Units Scale Factor Converg.
 AA3874;SPC MI S     -    90,914.638 3,839,893.859   MT  0.99995832   -1 19 17.5
 AA3874;SPC MI S     -   298,276.37 12,598,076.97   iFT  0.99995832   -1 19 17.5
 AA3874;UTM  16      - 4,683,522.717   556,989.860   MT  0.99963996   +0 27 55.3
 AA3874
 AA3874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3874!SPC MI S     -   0.99997456  x   0.99995832  =   0.99993289
 AA3874!UTM  16      -   0.99997456  x   0.99963996  =   0.99961453
 AA3874
 AA3874                          SUPERSEDED SURVEY CONTROL
 AA3874
 AA3874  ELLIP H (02/03/97)  162.20   (m)                       GP(       ) 4 1
 AA3874  NAD 83(1994)-  42 18 06.66481(N)    086 18 30.92547(W) AD(       ) 1
 AA3874
 AA3874.Superseded values are not recommended for survey control.
 AA3874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3874.See file dsdata.txt to determine how the superseded data were derived.
 AA3874
 AA3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5699083523(NAD 83)
 AA3874_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3874_STAMPING: 80203 1993
 AA3874_MARK LOGO: MIDT  
 AA3874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3874+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3874
 AA3874  HISTORY     - Date     Condition        Report By
 AA3874  HISTORY     - 1993     MONUMENTED       MIDT
 AA3874
 AA3874                          STATION DESCRIPTION
 AA3874
 AA3874'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3874'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE MAP. IT IS
 AA3874'IN THE SOUTHEAST 1/4 OF SECTION 8, T-2-S, R-17-W, COVERT TOWNSHIP.
 AA3874'ABOUT 10 MILES WEST FROM BANGOR, 7.5 MILES SOUTH FROM SOUTH HAVEN AND
 AA3874'2.5 MILES NORTHWEST FROM COVERT. TO REACH FROM POST OFFICE IN COVERT.
 AA3874'GO NORTH ALONG STATE HIGHWAY M-140 FOR .45 MILES TO COUNTY ROAD 378
 AA3874'(32ND AVENUE). GO WEST ALONG COUNTY ROAD 378 FOR 2.35 MILES TO THE
 AA3874'BRIDGE CARRYING INTERSTATE HIGHWAY 196 OVER COUNTY ROAD 378, AND THE
 AA3874'STATION ON THE RIGHT AS DESCRIBED.  STATION IS IN INTERSTATE HIGHWAY
 AA3874'196 MEDIAN, JUST NORTH OF THE NORTH BRIDGE ABUTMENT. STATION IS 57
 AA3874'FEET EAST FROM CENTER OF CONCRETE OF SOUTH BOUND INTERSTATE HIGHWAY
 AA3874'196, 31 FEET WEST FROM CENTER OF CONCRETE OF NORTHBOUND INTERSTATE
 AA3874'HIGHWAY 196, 13.4 FEET NORTHWEST FROM THE NORTHWEST CORNER OF BRIDGE
 AA3874'FOR NORTHBOUND INTERSTATE HIGHWAY 196, 11.8 FEET NORTH FROM THE NORTH
 AA3874'ABUTMENT WALL, AND 9.0 FEET SOUTH FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3875 ***********************************************************************
 AA3875  DESIGNATION -  80204
 AA3875  PID         -  AA3875
 AA3875  STATE/COUNTY-  MI/VAN BUREN
 AA3875  USGS QUAD   -  COVERT (1981)
 AA3875
 AA3875                         *CURRENT SURVEY CONTROL
 AA3875  ___________________________________________________________________
 AA3875* NAD 83(1994)-  42 19 11.67550(N)    086 17 55.84711(W)     ADJUSTED  
 AA3875* NAVD 88     -       186.5    (meters)     612.     (feet)  GPS OBS   
 AA3875  ___________________________________________________________________
 AA3875  X           -     304,897.852 (meters)                     COMP
 AA3875  Y           -  -4,713,410.074 (meters)                     COMP
 AA3875  Z           -   4,272,047.532 (meters)                     COMP
 AA3875  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 AA3875  ELLIP HEIGHT-         152.96  (meters)          (07/17/02) GPS OBS
 AA3875  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 AA3875
 AA3875  HORZ ORDER  -  FIRST
 AA3875  ELLP ORDER  -  FOURTH    CLASS I
 AA3875
 AA3875.The horizontal coordinates were established by GPS observations
 AA3875.and adjusted by the National Geodetic Survey in February 1997..
 AA3875
 AA3875.The orthometric height was determined by GPS observations and a
 AA3875.high-resolution geoid model.
 AA3875
 AA3875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3875
 AA3875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3875
 AA3875.The ellipsoidal height was determined by GPS observations
 AA3875.and is referenced to NAD 83.
 AA3875
 AA3875.The geoid height was determined by GEOID03.
 AA3875
 AA3875;                    North         East     Units Scale Factor Converg.
 AA3875;SPC MI S     -    92,901.511 3,840,742.871   MT  0.99995519   -1 18 53.7
 AA3875;SPC MI S     -   304,794.98 12,600,862.44   iFT  0.99995519   -1 18 53.7
 AA3875;UTM  16      - 4,685,534.462   557,776.254   MT  0.99964107   +0 28 19.5
 AA3875
 AA3875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3875!SPC MI S     -   0.99997601  x   0.99995519  =   0.99993120
 AA3875!UTM  16      -   0.99997601  x   0.99964107  =   0.99961709
 AA3875
 AA3875                          SUPERSEDED SURVEY CONTROL
 AA3875
 AA3875  ELLIP H (02/03/97)  152.97   (m)                       GP(       ) 4 1
 AA3875  NAD 83(1994)-  42 19 11.67668(N)    086 17 55.85775(W) AD(       ) 1
 AA3875
 AA3875.Superseded values are not recommended for survey control.
 AA3875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3875.See file dsdata.txt to determine how the superseded data were derived.
 AA3875
 AA3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5777685534(NAD 83)
 AA3875_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3875_STAMPING: 80204 1993
 AA3875_MARK LOGO: MIDT  
 AA3875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3875+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3875
 AA3875  HISTORY     - Date     Condition        Report By
 AA3875  HISTORY     - 1993     MONUMENTED       MIDT
 AA3875  HISTORY     - 20040701 GOOD             INDIV
 AA3875
 AA3875                          STATION DESCRIPTION
 AA3875
 AA3875'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3875'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE. IT IS IN
 AA3875'THE SOUTHWEST 1/4 OF SECTION 4, T-2-S, R-17-W, COVERT TOWNSHIP. ABOUT
 AA3875'10 MILES WEST FROM BANGOR, 6.5 MILES SOUTH FROM SOUTH HAVEN AND 2.5
 AA3875'MILES NORTHWEST FROM COVERT. TO REACH FROM THE POST OFFICE IN COVERT,
 AA3875'GO NORTH ALONG STATE HIGHWAY M-140 FOR 0.45 MILE TO COUNTY ROAD 378
 AA3875'(32ND AVENUE). GO WEST ALONG COUNTY ROAD 378 (32ND AVENUE) FOR 2.25
 AA3875'MILES TO NORTHBOUND INTERSTATE HIGHWAY 196 ON RAMP. GO NORTH ALONG
 AA3875'INTERSTATE HIGHWAY 196 FOR 1.4 MILES TO THE STATION ON THE RIGHT AS
 AA3875'DESCRIBED. STATION IS 77 FEET WEST FROM RIGHT-OF-WAY FENCE, 58.5 FEET
 AA3875'WEST FROM 0.33 FOOT DIAMETER CHERRY TREE, 29 FEET EAST FROM CENTER OF
 AA3875'CONCRETE FOR NORTH BOUND INTERSTATE HIGHWAY 196, 6 FEET SOUTH FROM
 AA3875'MILE POST 14 AND 3.0 FEET EAST FROM METAL WITNESS POST WITH SIGN.
 AA3875
 AA3875                          STATION RECOVERY (2004)
 AA3875
 AA3875'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3876 ***********************************************************************
 AA3876  DESIGNATION -  80205
 AA3876  PID         -  AA3876
 AA3876  STATE/COUNTY-  MI/VAN BUREN
 AA3876  USGS QUAD   -  COVERT (1981)
 AA3876
 AA3876                         *CURRENT SURVEY CONTROL
 AA3876  ___________________________________________________________________
 AA3876* NAD 83(1994)-  42 22 17.74521(N)    086 15 47.47501(W)     ADJUSTED  
 AA3876* NAVD 88     -       195.4    (meters)     641.     (feet)  GPS OBS   
 AA3876  ___________________________________________________________________
 AA3876  X           -     307,579.636 (meters)                     COMP
 AA3876  Y           -  -4,709,366.814 (meters)                     COMP
 AA3876  Z           -   4,276,297.038 (meters)                     COMP
 AA3876  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 AA3876  ELLIP HEIGHT-         161.95  (meters)          (07/17/02) GPS OBS
 AA3876  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AA3876
 AA3876  HORZ ORDER  -  FIRST
 AA3876  ELLP ORDER  -  FOURTH    CLASS I
 AA3876
 AA3876.The horizontal coordinates were established by GPS observations
 AA3876.and adjusted by the National Geodetic Survey in February 1997..
 AA3876
 AA3876.The orthometric height was determined by GPS observations and a
 AA3876.high-resolution geoid model.
 AA3876
 AA3876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3876
 AA3876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3876
 AA3876.The ellipsoidal height was determined by GPS observations
 AA3876.and is referenced to NAD 83.
 AA3876
 AA3876.The geoid height was determined by GEOID03.
 AA3876
 AA3876;                    North         East     Units Scale Factor Converg.
 AA3876;SPC MI S     -    98,574.228 3,843,810.814   MT  0.99994677   -1 17 26.3
 AA3876;SPC MI S     -   323,406.26 12,610,927.87   iFT  0.99994677   -1 17 26.3
 AA3876;UTM  16      - 4,691,298.321   560,664.908   MT  0.99964528   +0 29 47.7
 AA3876
 AA3876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3876!SPC MI S     -   0.99997460  x   0.99994677  =   0.99992137
 AA3876!UTM  16      -   0.99997460  x   0.99964528  =   0.99961989
 AA3876
 AA3876                          SUPERSEDED SURVEY CONTROL
 AA3876
 AA3876  ELLIP H (02/03/97)  161.97   (m)                       GP(       ) 4 1
 AA3876  NAD 83(1994)-  42 22 17.74639(N)    086 15 47.48568(W) AD(       ) 1
 AA3876
 AA3876.Superseded values are not recommended for survey control.
 AA3876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3876.See file dsdata.txt to determine how the superseded data were derived.
 AA3876
 AA3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6066591298(NAD 83)
 AA3876_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3876_STAMPING: 80205 1993
 AA3876_MARK LOGO: MIDT  
 AA3876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3876+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 AA3876
 AA3876  HISTORY     - Date     Condition        Report By
 AA3876  HISTORY     - 1993     MONUMENTED       MIDT
 AA3876  HISTORY     - 20040701 GOOD             INDIV
 AA3876
 AA3876                          STATION DESCRIPTION
 AA3876
 AA3876'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3876'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE MAP. IT IS
 AA3876'IN THE NORTHWEST 1/4 OF SECTION 23, T-1-S, R-17-W, SOUTH HAVEN
 AA3876'TOWNSHIP.  ABOUT 7.5 MILES SOUTHWEST FROM LACOTA, 5.0 MILES NORTH FROM
 AA3876'COVERT, AND 2 MILES SOUTH FROM SOUTH HAVEN. TO REACH FROM THE
 AA3876'INTERCHANGE FOR INTERSTATE HIGHWAY 196 AND STATE HIGHWAY M-140, ABOUT
 AA3876'2.5 MILES SOUTH OF SOUTH HAVEN, GO NORTHEAST ALONG NORTHBOUND
 AA3876'INTERSTATE HIGHWAY 196 FOR 0.55 MILE TO THE STATION ON THE RIGHT AS
 AA3876'DESCRIBED. STATION IS 485 FEET NORTH FROM MILE POST 18, 71 FEET WEST
 AA3876'FROM EAST RIGHT-OF-WAY FENCE, 34 FEET NORTHWEST FROM 0.25 FOOT
 AA3876'DIAMETER CEDAR TREE, 33 FEET EAST FROM CENTER OF CONCRETE FOR
 AA3876'NORTHBOUND INTERSTATE HIGHWAY 196, AND 3.0 FEET EAST FROM METAL
 AA3876'WITNESS POST WITH SIGN.
 AA3876
 AA3876                          STATION RECOVERY (2004)
 AA3876
 AA3876'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 AA3876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3877 ***********************************************************************
 AA3877  DESIGNATION -  80206
 AA3877  PID         -  AA3877
 AA3877  STATE/COUNTY-  MI/VAN BUREN
 AA3877  USGS QUAD   -  SOUTH HAVEN (1981)
 AA3877
 AA3877                         *CURRENT SURVEY CONTROL
 AA3877  ___________________________________________________________________
 AA3877* NAD 83(1994)-  42 23 13.94821(N)    086 15 23.66441(W)     ADJUSTED  
 AA3877* NAVD 88     -       204.0    (meters)     669.     (feet)  GPS OBS   
 AA3877  ___________________________________________________________________
 AA3877  X           -     308,047.366 (meters)                     COMP
 AA3877  Y           -  -4,708,171.182 (meters)                     COMP
 AA3877  Z           -   4,277,583.913 (meters)                     COMP
 AA3877  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 AA3877  ELLIP HEIGHT-         170.56  (meters)          (07/17/02) GPS OBS
 AA3877  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AA3877
 AA3877  HORZ ORDER  -  FIRST
 AA3877  ELLP ORDER  -  FOURTH    CLASS I
 AA3877
 AA3877.The horizontal coordinates were established by GPS observations
 AA3877.and adjusted by the National Geodetic Survey in February 1997..
 AA3877
 AA3877.The orthometric height was determined by GPS observations and a
 AA3877.high-resolution geoid model.
 AA3877
 AA3877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3877
 AA3877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3877
 AA3877.The ellipsoidal height was determined by GPS observations
 AA3877.and is referenced to NAD 83.
 AA3877
 AA3877.The geoid height was determined by GEOID03.
 AA3877
 AA3877;                    North         East     Units Scale Factor Converg.
 AA3877;SPC MI S     -   100,295.633 3,844,394.350   MT  0.99994438   -1 17 10.1
 AA3877;SPC MI S     -   329,053.91 12,612,842.36   iFT  0.99994438   -1 17 10.1
 AA3877;UTM  16      - 4,693,036.567   561,194.312   MT  0.99964607   +0 30 04.3
 AA3877
 AA3877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3877!SPC MI S     -   0.99997325  x   0.99994438  =   0.99991763
 AA3877!UTM  16      -   0.99997325  x   0.99964607  =   0.99961933
 AA3877
 AA3877                          SUPERSEDED SURVEY CONTROL
 AA3877
 AA3877  ELLIP H (02/03/97)  170.57   (m)                       GP(       ) 4 1
 AA3877  NAD 83(1994)-  42 23 13.94938(N)    086 15 23.67510(W) AD(       ) 1
 AA3877
 AA3877.Superseded values are not recommended for survey control.
 AA3877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3877.See file dsdata.txt to determine how the superseded data were derived.
 AA3877
 AA3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6119493037(NAD 83)
 AA3877_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3877_STAMPING: 80206 1993
 AA3877_MARK LOGO: MIDT  
 AA3877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA3877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3877+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3877
 AA3877  HISTORY     - Date     Condition        Report By
 AA3877  HISTORY     - 1993     MONUMENTED       MIDT
 AA3877
 AA3877                          STATION DESCRIPTION
 AA3877
 AA3877'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 AA3877'STATION IS LOCATED IN QUAD 420862 ON THE SOUTH HAVEN QUADRANGLE MAP.
 AA3877'IT IS IN THE NORTHWEST 1/4 OF SECTION 14, T-1-S, R-17-W, SOUTH HAVEN
 AA3877'TOWNSHIP.  ABOUT 7 MILES NORTH FROM COVERT, 7.0 MILES SOUTHWEST FROM
 AA3877'LACOTA, AND 1.5 MILES SOUTHEAST FROM SOUTH HAVEN. TO REACH FROM THE
 AA3877'INTERCHANGE OF INTERSTATE HIGHWAY 196 AND STATE HIGHWAY M-140, ABOUT
 AA3877'2.5 MILES SOUTH OF SOUTH HAVEN, GO NORTHEAST ALONG NORTHBOUND
 AA3877'INTERSTATE HIGHWAY 196 FOR 1.7 MILES TO THE STATION ON THE LEFT AS
 AA3877'DESCRIBED. STATION IS 74 FEET SOUTHEAST FROM WEST RIGHT-OF-WAY FENCE
 AA3877'73 FEET EAST FROM .58 FOOT DIAMETER PINE TREE, 29.5 FEET NORTHWEST
 AA3877'FROM THE CENTER OF CONCRETE FOR SOUTHBOUND INTERSTATE HIGHWAY 196 AND
 AA3877'3.0 FEET WEST FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8107 ***********************************************************************
 AA8107  PACS        -  This is a Primary Airport Control Station.
 AA8107  DESIGNATION -  80D A
 AA8107  PID         -  AA8107
 AA8107  STATE/COUNTY-  MI/CLARE
 AA8107  USGS QUAD   -  
 AA8107
 AA8107                         *CURRENT SURVEY CONTROL
 AA8107  ___________________________________________________________________
 AA8107* NAD 83(1994)-  44 03 10.82244(N)    084 48 30.63532(W)     ADJUSTED  
 AA8107* NAVD 88     -       348.00   (meters)    1141.7    (feet)  GPS OBS   
 AA8107  ___________________________________________________________________
 AA8107  X           -     415,470.206 (meters)                     COMP
 AA8107  Y           -  -4,572,773.501 (meters)                     COMP
 AA8107  Z           -   4,412,544.933 (meters)                     COMP
 AA8107  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 AA8107  ELLIP HEIGHT-         314.30  (meters)          (07/12/02) GPS OBS
 AA8107  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AA8107
 AA8107  HORZ ORDER  -  B
 AA8107  ELLP ORDER  -  FOURTH    CLASS II
 AA8107
 AA8107.This mark is at Clare County Airport (80D)
 AA8107
 AA8107.The horizontal coordinates were established by GPS observations
 AA8107.and adjusted by the National Geodetic Survey in September 1995..
 AA8107
 AA8107.The orthometric height was determined by GPS observations and a
 AA8107.high-resolution geoid model.
 AA8107
 AA8107.GPS derived orthometric heights for airport stations designated as
 AA8107.PACS or SACS are published to 2 decimal places.  This maintains
 AA8107.centimeter relative accuracy between the PACS and SACS.  It does
 AA8107.not indicate centimeter accuracy relative to other marks which are
 AA8107.part of the NAVD 88 network.
 AA8107
 AA8107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8107
 AA8107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8107
 AA8107.The ellipsoidal height was determined by GPS observations
 AA8107.and is referenced to NAD 83.
 AA8107
 AA8107.The geoid height was determined by GEOID03.
 AA8107
 AA8107;                    North         East     Units Scale Factor Converg.
 AA8107;SPC MI C     -    81,921.191 5,964,592.036   MT  1.00003242   -0 18 43.6
 AA8107;SPC MI C     -   268,770.31 19,568,871.51   iFT  1.00003242   -0 18 43.6
 AA8107;UTM  16      - 4,880,095.076   675,545.760   MT  0.99997902   +1 31 27.1
 AA8107
 AA8107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8107!SPC MI C     -   0.99995072  x   1.00003242  =   0.99998314
 AA8107!UTM  16      -   0.99995072  x   0.99997902  =   0.99992974
 AA8107
 AA8107                          SUPERSEDED SURVEY CONTROL
 AA8107
 AA8107  ELLIP H (09/20/95)  314.33   (m)                       GP(       ) 1 2
 AA8107
 AA8107.Superseded values are not recommended for survey control.
 AA8107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8107.See file dsdata.txt to determine how the superseded data were derived.
 AA8107
 AA8107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7554680095(NAD 83)
 AA8107_MARKER: I = METAL ROD
 AA8107_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8107_STAMPING: 80D A 1994
 AA8107_MARK LOGO: NGS   
 AA8107_PROJECTION: FLUSH
 AA8107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8107+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 AA8107_ROD/PIPE-DEPTH: 21.3 meters
 AA8107_SLEEVE-DEPTH  : 1.2 meters
 AA8107
 AA8107  HISTORY     - Date     Condition        Report By
 AA8107  HISTORY     - 1994     MONUMENTED       NGS
 AA8107  HISTORY     - 20010927 GOOD             USPSQD
 AA8107
 AA8107                          STATION DESCRIPTION
 AA8107
 AA8107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8107'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 4
 AA8107'KM (2.50 MI) NORTH OF HARRISON, ALONG THE EAST PERIMETER FENCE AT THE
 AA8107'CLARE COUNTY AIRPORT, ADJACENT TO THE SMALL OFFICE BUILDING, ON THE
 AA8107'EAST EDGE OF SECTION 8, T 19 N, R 4 W.  OWNERSHIP--COUNTY OF CLARE,
 AA8107'HARRISON MI 48625.  AIRPORT MANAGER IS CARL ROWE, PHONE 517-539-9235.
 AA8107'TO REACH FROM THE NORTH JUNCTION OF U.S.  HIGHWAY 27 BUSINESS AND
 AA8107'STATE HIGHWAY 61 IN HARRISON, GO NORTH ON HIGHWAY 27 BUSINESS FOR 3.09
 AA8107'KM (1.90 MI) TO A CROSSROAD, CRANBERRY LAKE ROAD. CONTINUE AHEAD FOR
 AA8107'0.80 KM (0.50 MI) TO FIR ROAD ON THE RIGHT AND THE AIRPORT OFFICE ON
 AA8107'THE LEFT.  TURN LEFT, THEN LEFT AGAIN, SOUTH, ON A TRACK ROAD INSIDE
 AA8107'THE FENCE FOR 20 M (65.6 FT) TO THE STATION ALONG THE FENCE.  ACCESS
 AA8107'COVER IS FLUSH WITH THE GROUND.  STATION IS 0.9 M (3.0 FT) WEST OF A
 AA8107'FIBERGLASS WITNESS POST SET IN THE FENCE LINE, 24.9 M (81.7 FT) SOUTH
 AA8107'OF THE EXTENDED CENTER OF FIR ROAD, 13.1 M (43.0 FT) SOUTH OF A LARGE
 AA8107'WOODEN POST AT THE NORTH END OF THE FENCE LINE, 4.5 M (14.8 FT) EAST
 AA8107'OF THE TRACK ROAD CENTER, AND 24.7 M (81.0 FT) SOUTHEAST OF THE
 AA8107'SOUTHEAST CORNER OF THE PORCH TO THE AIRPORT OFFICE.  DESCRIBED BY
 AA8107'G.R.  HEID.
 AA8107
 AA8107                          STATION RECOVERY (2001)
 AA8107
 AA8107'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 AA8107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6844 ***********************************************************************
 AA6844  DESIGNATION -  81 252
 AA6844  PID         -  AA6844
 AA6844  STATE/COUNTY-  MI/WAYNE
 AA6844  USGS QUAD   -  DEARBORN (1983)
 AA6844
 AA6844                         *CURRENT SURVEY CONTROL
 AA6844  ___________________________________________________________________
 AA6844* NAD 83(1994)-  42 21 04.26090(N)    083 11 12.43890(W)     ADJUSTED  
 AA6844* NAVD 88     -       185.2    (meters)     608.     (feet)  GPS OBS   
 AA6844  ___________________________________________________________________
 AA6844  X           -     560,056.573 (meters)                     COMP
 AA6844  Y           -  -4,687,581.887 (meters)                     COMP
 AA6844  Z           -   4,274,614.164 (meters)                     COMP
 AA6844  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AA6844  ELLIP HEIGHT-         150.93  (meters)          (07/12/02) GPS OBS
 AA6844  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AA6844
 AA6844  HORZ ORDER  -  FIRST
 AA6844  ELLP ORDER  -  FOURTH    CLASS I
 AA6844
 AA6844.The horizontal coordinates were established by GPS observations
 AA6844.and adjusted by the National Geodetic Survey in February 1997..
 AA6844
 AA6844.The orthometric height was determined by GPS observations and a
 AA6844.high-resolution geoid model.
 AA6844
 AA6844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6844
 AA6844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6844
 AA6844.The ellipsoidal height was determined by GPS observations
 AA6844.and is referenced to NAD 83.
 AA6844
 AA6844.The geoid height was determined by GEOID03.
 AA6844
 AA6844;                    North         East     Units Scale Factor Converg.
 AA6844;SPC MI S     -    95,228.851 4,097,206.424   MT  0.99995000   +0 48 10.6
 AA6844;SPC MI S     -   312,430.61 13,442,278.29   iFT  0.99995000   +0 48 10.6
 AA6844;UTM  17      - 4,691,085.000   319,890.453   MT  0.99999915   -1 28 24.9
 AA6844
 AA6844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6844!SPC MI S     -   0.99997633  x   0.99995000  =   0.99992633
 AA6844!UTM  17      -   0.99997633  x   0.99999915  =   0.99997548
 AA6844
 AA6844:                Primary Azimuth Mark                     Grid Az
 AA6844:SPC MI S     -  81 255                                   087 34 39.8
 AA6844:UTM  17      -  81 255                                   089 51 15.3
 AA6844
 AA6844|---------------------------------------------------------------------|
 AA6844| PID    Reference Object                     Distance      Geod. Az  |
 AA6844|                                                           dddmmss.s |
 AA6844| AA6849 81 255                              APPROX. 0.8 KM 0882250.4 |
 AA6844|---------------------------------------------------------------------|
 AA6844
 AA6844                          SUPERSEDED SURVEY CONTROL
 AA6844
 AA6844  ELLIP H (02/03/97)  150.97   (m)                       GP(       ) 4 1
 AA6844  NAD 83(1986)-  42 21 04.26543(N)    083 11 12.46989(W) AD(       ) 1
 AA6844
 AA6844.Superseded values are not recommended for survey control.
 AA6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6844.See file dsdata.txt to determine how the superseded data were derived.
 AA6844
 AA6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1989091085(NAD 83)
 AA6844_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6844_STAMPING: 81-252 1960
 AA6844_MARK LOGO: MI-163
 AA6844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6844+STABILITY: SURFACE MOTION
 AA6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6844+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AA6844
 AA6844  HISTORY     - Date     Condition        Report By
 AA6844  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6844  HISTORY     - 20011212 GOOD             INDIV
 AA6844  HISTORY     - 20030303 GOOD             WILCOX
 AA6844  HISTORY     - 20051216 GOOD             INDIV
 AA6844
 AA6844                          STATION DESCRIPTION
 AA6844
 AA6844'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6844'STATION IS LOCATED ABOUT 7 MILESWEST OF DOWNTOWN DETROIT ON TIREMAN
 AA6844'STREET AT HUBBELL ROAD. TO REACH FROM M-39 (SOUTHFIELD EXPRESSWAY) AND
 AA6844'JOY ROAD (EXIT 9) PROCEED EAST 1 MILEON JOY ROAD TO GREENFIELD ROAD,
 AA6844'THENCE GO SOUTH ON GREENFIELD 0.5 MILESTO TIREMAN ROAD,  THENCE GO
 AA6844'EAST 0.5 MILESON TIREMAN TO HUBBELL ROAD AND THE STATION IN THE
 AA6844'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6844'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6844'CAST IRON MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT
 AA6844'IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF
 AA6844'TIREMAN IS S 0 W,  38.3 FEET,  CENTERLINE OF HUBBELL ROAD IS N 90 W,
 AA6844'33.2 FEET.
 AA6844
 AA6844                          STATION RECOVERY (2001)
 AA6844
 AA6844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6844'RECOVERED IN GOOD CONDITION.
 AA6844
 AA6844                          STATION RECOVERY (2003)
 AA6844
 AA6844'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 AA6844'RECOVERED IN GOOD CONDITION.
 AA6844
 AA6844                          STATION RECOVERY (2005)
 AA6844
 AA6844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 AA6844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6849 ***********************************************************************
 AA6849  DESIGNATION -  81 255
 AA6849  PID         -  AA6849
 AA6849  STATE/COUNTY-  MI/WAYNE
 AA6849  USGS QUAD   -  DEARBORN (1983)
 AA6849
 AA6849                         *CURRENT SURVEY CONTROL
 AA6849  ___________________________________________________________________
 AA6849* NAD 83(1994)-  42 21 04.99629(N)    083 10 37.29767(W)     ADJUSTED  
 AA6849* NAVD 88     -       185.2    (meters)     608.     (feet)  GPS OBS   
 AA6849  ___________________________________________________________________
 AA6849  X           -     560,853.370 (meters)                     COMP
 AA6849  Y           -  -4,687,471.224 (meters)                     COMP
 AA6849  Z           -   4,274,630.933 (meters)                     COMP
 AA6849  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AA6849  ELLIP HEIGHT-         150.93  (meters)          (07/12/02) GPS OBS
 AA6849  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AA6849
 AA6849  HORZ ORDER  -  FIRST
 AA6849  ELLP ORDER  -  FOURTH    CLASS I
 AA6849
 AA6849.The horizontal coordinates were established by GPS observations
 AA6849.and adjusted by the National Geodetic Survey in February 1997..
 AA6849
 AA6849.The orthometric height was determined by GPS observations and a
 AA6849.high-resolution geoid model.
 AA6849
 AA6849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6849
 AA6849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6849
 AA6849.The ellipsoidal height was determined by GPS observations
 AA6849.and is referenced to NAD 83.
 AA6849
 AA6849.The geoid height was determined by GEOID03.
 AA6849
 AA6849;                    North         East     Units Scale Factor Converg.
 AA6849;SPC MI S     -    95,262.855 4,098,010.265   MT  0.99994997   +0 48 34.5
 AA6849;SPC MI S     -   312,542.18 13,444,915.57   iFT  0.99994997   +0 48 34.5
 AA6849;UTM  17      - 4,691,087.047   320,695.049   MT  0.99999559   -1 28 01.2
 AA6849
 AA6849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6849!SPC MI S     -   0.99997633  x   0.99994997  =   0.99992630
 AA6849!UTM  17      -   0.99997633  x   0.99999559  =   0.99997192
 AA6849
 AA6849:                Primary Azimuth Mark                     Grid Az
 AA6849:SPC MI S     -  81 252                                   267 34 39.6
 AA6849:UTM  17      -  81 252                                   269 51 15.3
 AA6849
 AA6849|---------------------------------------------------------------------|
 AA6849| PID    Reference Object                     Distance      Geod. Az  |
 AA6849|                                                           dddmmss.s |
 AA6849| AA6844 81 252                              APPROX. 0.8 KM 2682314.1 |
 AA6849|---------------------------------------------------------------------|
 AA6849
 AA6849                          SUPERSEDED SURVEY CONTROL
 AA6849
 AA6849  ELLIP H (02/03/97)  150.98   (m)                       GP(       ) 4 1
 AA6849  NAD 83(1986)-  42 21 05.00076(N)    083 10 37.32851(W) AD(       ) 1
 AA6849
 AA6849.Superseded values are not recommended for survey control.
 AA6849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6849.See file dsdata.txt to determine how the superseded data were derived.
 AA6849
 AA6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2069591087(NAD 83)
 AA6849_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6849_STAMPING: 81-255 1960
 AA6849_MARK LOGO: MI-163
 AA6849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6849+STABILITY: SURFACE MOTION
 AA6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6849+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 AA6849
 AA6849  HISTORY     - Date     Condition        Report By
 AA6849  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6849  HISTORY     - 20030109 GOOD             INDIV
 AA6849
 AA6849                          STATION DESCRIPTION
 AA6849
 AA6849'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6849'STATION IS LOCATED ABOUT 7 MILESWEST OF DOWNTOWN DETROIT ON TIREMAN
 AA6849'STREET AT SCHAEFFER ROAD. TO REACH FROM M-39 (SOUTHFIELD EXPRESSWAY)
 AA6849'AND JOY ROAD (EXIT 9) PROCEED EAST 1 MILEON JOY ROAD TO GREENFIELD
 AA6849'ROAD, THENCE GO SOUTH ON GREENFIELD 0.5 MILESTO TIREMAN ROAD, THENCE
 AA6849'GO EAST 1 MILEON TIREMAN TO SCHAEFFER ROAD AND THE STATION IN THE
 AA6849'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6849'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6849'CAST IRON MONUMENT BOX FLUSH WITH THE CONCRETE SIDEWALK.  THE MONUMENT
 AA6849'IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.  CENTERLINE OF
 AA6849'TIREMAN IS S 0 W,  39.3 FEET,  CENTERLINE OF SCHAEFFER ROAD IS N 90 W,
 AA6849'39.2 FEET.
 AA6849
 AA6849                          STATION RECOVERY (2003)
 AA6849
 AA6849'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AA6849'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1306 ***********************************************************************
 RJ1306  DESIGNATION -  81 C5W 220
 RJ1306  PID         -  RJ1306
 RJ1306  STATE/COUNTY-  MI/CHIPPEWA
 RJ1306  USGS QUAD   -  OAK RIDGE (1976)
 RJ1306
 RJ1306                         *CURRENT SURVEY CONTROL
 RJ1306  ___________________________________________________________________
 RJ1306* NAD 83(1994)-  46 17 33.68303(N)    084 12 42.55433(W)     ADJUSTED  
 RJ1306* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1306  ___________________________________________________________________
 RJ1306  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 RJ1306  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1306
 RJ1306  HORZ ORDER  -  SECOND
 RJ1306
 RJ1306.The horizontal coordinates were established by classical geodetic methods
 RJ1306.and adjusted by the National Geodetic Survey in February 1997..
 RJ1306
 RJ1306.The orthometric height was scaled from a topographic map.
 RJ1306
 RJ1306.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1306
 RJ1306.The geoid height was determined by GEOID03.
 RJ1306
 RJ1306;                    North         East     Units Scale Factor Converg.
 RJ1306;SPC MI N     -   171,533.488 8,214,774.756   MT  0.99990284   +2 00 55.0
 RJ1306;SPC MI N     -   562,773.91 26,951,360.75   iFT  0.99990284   +2 00 55.0
 RJ1306;UTM  16      - 5,130,346.808   714,750.260   MT  1.00016694   +2 00 58.6
 RJ1306
 RJ1306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1306!SPC MI N     -   0.99997673  x   0.99990284  =   0.99987957
 RJ1306!UTM  16      -   0.99997673  x   1.00016694  =   1.00014367
 RJ1306
 RJ1306                          SUPERSEDED SURVEY CONTROL
 RJ1306
 RJ1306  NAD 83(1986)-  46 17 33.67453(N)    084 12 42.55078(W) AD(       ) 2
 RJ1306
 RJ1306.Superseded values are not recommended for survey control.
 RJ1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1306.See file dsdata.txt to determine how the superseded data were derived.
 RJ1306
 RJ1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475030347(NAD 83)
 RJ1306_MARKER: DS = TRIANGULATION STATION DISK
 RJ1306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1306+STABILITY: SURFACE MOTION
 RJ1306
 RJ1306  HISTORY     - Date     Condition        Report By
 RJ1306  HISTORY     - 1988     MONUMENTED       USE
 RJ1306
 RJ1306                          STATION DESCRIPTION
 RJ1306
 RJ1306'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1306'THE STATION IS LOCATED ABOUT 24.9 KM (15.5 MI) SOUTH-SOUTHEAST OF
 RJ1306'SAULT STE MARIE, 31.1 KM (19.3 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1306'41.0 KM
 RJ1306'(25.5 MI) NORTHWEST OF DETOUR VILLAGE, IN PART OF LOT 16,
 RJ1306'THIBERT PLAT OF OAK RIDGE PARK, SEC 17, T45N-R2E.
 RJ1306'OWNERSHIP---PAUL J. AND ANN MARIE LANDINI
 RJ1306'
 RJ1306'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1306'4.3 KM
 RJ1306'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO NORTH FOR
 RJ1306'3.7 KM
 RJ1306'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE RIVER,
 RJ1306'ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A GRAVEL ROAD AND
 RJ1306'FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL
 RJ1306'BY BOAT DOWNRIVER FOR 20 MINUTES
 RJ1306'TO NEEBISH ISLAND WHERE THE STATION IS LOCATED.
 RJ1306'
 RJ1306'THE STATION IS A STANDARD COE DISK
 RJ1306'STAMPED---C5W-220 1988---, ATTACHED TO REBAR AND
 RJ1306'SET INTO A ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND,
 RJ1306'LOCATED 4.9 METERS (16 FT) EAST OF WATER, UNDER A METAL TRIPOD
 RJ1306'WITH WHITE BOARDS.
 RJ1306'
 RJ1306'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0400 ***********************************************************************
 OK0400  DESIGNATION -  811 MICH
 OK0400  PID         -  OK0400
 OK0400  STATE/COUNTY-  MI/NEWAYGO
 OK0400  USGS QUAD   -  FREMONT (1985)
 OK0400
 OK0400                         *CURRENT SURVEY CONTROL
 OK0400  ___________________________________________________________________
 OK0400* NAD 83(1986)-  43 28 02.     (N)    085 56 41.     (W)     SCALED    
 OK0400* NAVD 88     -       246.898  (meters)     810.03   (feet)  ADJUSTED  
 OK0400  ___________________________________________________________________
 OK0400  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 OK0400  DYNAMIC HT  -         246.847 (meters)     809.86  (feet)  COMP
 OK0400  MODELED GRAV-     980,407.1   (mgal)                       NAVD 88
 OK0400
 OK0400  VERT ORDER  -  SECOND    CLASS 0
 OK0400
 OK0400.The horizontal coordinates were scaled from a topographic map and have
 OK0400.an estimated accuracy of +/- 6 seconds.
 OK0400
 OK0400.The orthometric height was determined by differential leveling
 OK0400.and adjusted by the National Geodetic Survey in June 1991..
 OK0400
 OK0400.The geoid height was determined by GEOID03.
 OK0400
 OK0400.The dynamic height is computed by dividing the NAVD 88
 OK0400.geopotential number by the normal gravity value computed on the
 OK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0400.degrees latitude (g = 980.6199 gals.).
 OK0400
 OK0400.The modeled gravity was interpolated from observed gravity values.
 OK0400
 OK0400;                    North         East    Units  Estimated Accuracy
 OK0400;SPC MI S     -   219,720.    3,872,320.      MT  (+/- 180 meters Scaled)
 OK0400
 OK0400                          SUPERSEDED SURVEY CONTROL
 OK0400
 OK0400  NGVD 29 (??/??/92)  247.010  (m)          810.40   (f) ADJ UNCH    2 0
 OK0400
 OK0400.Superseded values are not recommended for survey control.
 OK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0400.See file dsdata.txt to determine how the superseded data were derived.
 OK0400
 OK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP853132(NAD 83)
 OK0400_MARKER: DD = SURVEY DISK
 OK0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0400_SP_SET: BASE OF STONE COLUMN
 OK0400_STAMPING: 811 MICH 1929
 OK0400_MARK LOGO: USGS  
 OK0400_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0400
 OK0400  HISTORY     - Date     Condition        Report By
 OK0400  HISTORY     - 1929     MONUMENTED       USGS
 OK0400  HISTORY     - 1934     GOOD             NGS
 OK0400  HISTORY     - 1987     GOOD             USPSQD
 OK0400  HISTORY     - 1988     GOOD             USPSQD
 OK0400  HISTORY     - 19910809 GOOD             MIDT
 OK0400  HISTORY     - 19950902 GOOD             USPSQD
 OK0400  HISTORY     - 20021005 GOOD             USPSQD
 OK0400  HISTORY     - 20040309 GOOD             USPSQD
 OK0400
 OK0400                          STATION DESCRIPTION
 OK0400
 OK0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0400'AT FREMONT.
 OK0400'AT FREMONT, NEWAYGO COUNTY,AT THE SOUTHWEST CORNER OF THE
 OK0400'INTERSECTION OF MAIN AND DIVISION STREETS, IN THE FRONT OF THE
 OK0400'OLD STATE BANK, NEAR THE NORTHEAST CORNER, AND IN THE TOP OF THE
 OK0400'NORTHEAST CORNER OF THE BASE OF THE EAST STONE COLUMN, 2.9 FEET
 OK0400'HIGHER THAN THE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY
 OK0400'STANDARD DISK, STAMPED 811 MICH. 1929.
 OK0400
 OK0400                          STATION RECOVERY (1987)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLP)
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (1988)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (1991)
 OK0400
 OK0400'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (RC)
 OK0400'RECOVERED AS DESCRIBED.
 OK0400
 OK0400                          STATION RECOVERY (1995)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (2002)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OK0400'RECOVERED IN GOOD CONDITION.
 OK0400
 OK0400                          STATION RECOVERY (2004)
 OK0400
 OK0400'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1554 ***********************************************************************
 NE1554  DESIGNATION -  81200
 NE1554  PID         -  NE1554
 NE1554  STATE/COUNTY-  MI/WASHTENAW
 NE1554  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE1554
 NE1554                         *CURRENT SURVEY CONTROL
 NE1554  ___________________________________________________________________
 NE1554* NAD 83(1994)-  42 17 53.87606(N)    083 47 14.25732(W)     ADJUSTED  
 NE1554* NAVD 88     -       295.878  (meters)     970.73   (feet)  ADJUSTED  
 NE1554  ___________________________________________________________________
 NE1554  X           -     511,334.106 (meters)                     COMP
 NE1554  Y           -  -4,697,208.171 (meters)                     COMP
 NE1554  Z           -   4,270,345.670 (meters)                     COMP
 NE1554  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 NE1554  ELLIP HEIGHT-         262.07  (meters)          (07/12/02) GPS OBS
 NE1554  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NE1554  DYNAMIC HT  -         295.785 (meters)     970.42  (feet)  COMP
 NE1554  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 NE1554
 NE1554  HORZ ORDER  -  FIRST
 NE1554  VERT ORDER  -  SECOND    CLASS II
 NE1554  ELLP ORDER  -  FOURTH    CLASS I
 NE1554
 NE1554.The horizontal coordinates were established by GPS observations
 NE1554.and adjusted by the National Geodetic Survey in February 1997..
 NE1554
 NE1554.The orthometric height was determined by differential leveling
 NE1554.and adjusted by the National Geodetic Survey in August 1995..
 NE1554
 NE1554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1554
 NE1554.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1554
 NE1554.The ellipsoidal height was determined by GPS observations
 NE1554.and is referenced to NAD 83.
 NE1554
 NE1554.The geoid height was determined by GEOID03.
 NE1554
 NE1554.The dynamic height is computed by dividing the NAVD 88
 NE1554.geopotential number by the normal gravity value computed on the
 NE1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1554.degrees latitude (g = 980.6199 gals.).
 NE1554
 NE1554.The modeled gravity was interpolated from observed gravity values.
 NE1554
 NE1554;                    North         East     Units Scale Factor Converg.
 NE1554;SPC MI S     -    88,837.955 4,047,774.315   MT  0.99995895   +0 23 39.4
 NE1554;SPC MI S     -   291,463.11 13,280,099.46   iFT  0.99995895   +0 23 39.4
 NE1554;UTM  17      - 4,686,659.600   270,235.518   MT  1.00024960   -1 52 35.9
 NE1554
 NE1554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1554!SPC MI S     -   0.99995890  x   0.99995895  =   0.99991785
 NE1554!UTM  17      -   0.99995890  x   1.00024960  =   1.00020849
 NE1554
 NE1554                          SUPERSEDED SURVEY CONTROL
 NE1554
 NE1554  ELLIP H (02/03/97)  262.10   (m)                       GP(       ) 4 1
 NE1554  NAD 83(1986)-  42 17 53.88088(N)    083 47 14.28324(W) AD(       ) 1
 NE1554  NAD 83(1986)-  42 17 53.88019(N)    083 47 14.28253(W) AD(       ) 1
 NE1554  NGVD 29 (03/27/91)  296.1    (m)          971.     (f) GPS OBS        
 NE1554
 NE1554.Superseded values are not recommended for survey control.
 NE1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1554.See file dsdata.txt to determine how the superseded data were derived.
 NE1554
 NE1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7023686660(NAD 83)
 NE1554_MARKER: DD = SURVEY DISK
 NE1554_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE1554_SP_SET: SIDEWALK
 NE1554_STAMPING: 81200 1989
 NE1554_MARK LOGO: MIDT  
 NE1554_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1554+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1991
 NE1554
 NE1554  HISTORY     - Date     Condition        Report By
 NE1554  HISTORY     - 1989     MONUMENTED       MIDT
 NE1554  HISTORY     - 19900122 GOOD             NGS
 NE1554  HISTORY     - 19910625 GOOD             NGS
 NE1554  HISTORY     - 19930809 GOOD             WOOLPT
 NE1554  HISTORY     - 19930810 GOOD             WOOLPT
 NE1554
 NE1554                          STATION DESCRIPTION
 NE1554
 NE1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1554'THE STATION IS LOCATED IN QUAD. 420833, AT THE NORTHWEST SIDE OF ANN
 NE1554'ARBOR, IN THE NORTHEAST 1/4 OF SECTION 24, T-2-N, R-5-E, ANN ARBOR
 NE1554'QUADRANGLE.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1554'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 EAST
 NE1554'AND STATE HIGHWAY 14 IN THE WEST EDGE OF ANN ARBOR, GO NORTHEAST ON
 NE1554'STATE HIGHWAY 14 FOR 2.0 KM (1.25 MI) TO EXIT 2 (MILLER ROAD).  BEAR
 NE1554'RIGHT AND GO EAST ON THE EXIT ROAD FOR 0.25 KM (0.15 MI) TO MILLER
 NE1554'ROAD.  TURN LEFT AND GO NORTHWEST ON MILLER ROAD FOR 0.25 KM
 NE1554'(0.15 MI) TO THE NORTHWEST END OF THE BRIDGE OVER STATE HIGHWAY 14 AND
 NE1554'THE STATION ON THE LEFT.
 NE1554'THE STATION IS A STANDARD MIDOT DISK SET IN A DRILL HOLE IN TOP OF THE
 NE1554'NORTHWEST END OF THE SOUTHWEST CONCRETE SIDEWALK OF THE HIGHWAY
 NE1554'BRIDGE, AND IS FLUSH WITH THE BRIDGE SIDEWALK.  LOCATED 0.8 M
 NE1554'(2.6 FT) WEST OF THE WEST CURB OF MILLER ROAD AND 0.3 M (1.0 FT)
 NE1554'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 NE1554'DESCRIBED BY E.J. HANSMANN.
 NE1554
 NE1554                          STATION RECOVERY (1991)
 NE1554
 NE1554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1554'THE STATION IS LOCATED AT THE NORTHWEST SIDE OF ANN ARBOR.
 NE1554'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1554'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 EAST
 NE1554'AND STATE HIGHWAY 14, IN THE WEST EDGE OF ANN ARBOR, GO NORTHEAST ON
 NE1554'STATE HIGHWAY 14 FOR 2.0 KM (1.2 MI) TO EXIT 2 (MILLER ROAD).  BEAR
 NE1554'RIGHT AND GO EAST ON THE EXIT ROAD FOR 0.25 KM (0.16 MI) TO MILLER
 NE1554'ROAD.  TURN LEFT AND GO NORTHWEST ON MILLER ROAD FOR 0.25 KM
 NE1554'(0.16 MI) TO THE NORTHWEST END OF THE BRIDGE OVER STATE HIGHWAY 14
 NE1554'AND THE STATION ON THE LEFT.
 NE1554'THE STATION IS A STANDARD MIDOT DISK SET IN A DRILL HOLE IN TOP OF THE
 NE1554'NORTHWEST END OF THE SOUTHWEST CONCRETE SIDEWALK OF THE HIGHWAY
 NE1554'BRIDGE AND IS FLUSH WITH THE BRIDGE SIDEWALK.  LOCATED 0.8 M
 NE1554'(2.6 FT) WEST OF THE WEST CURB OF MILLER ROAD AND 0.3 M (1.0 FT)
 NE1554'SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE.
 NE1554
 NE1554                          STATION RECOVERY (1993)
 NE1554
 NE1554'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1554'RECOVERED AS DESCRIBED.
 NE1554
 NE1554                          STATION RECOVERY (1993)
 NE1554
 NE1554'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1555 ***********************************************************************
 NE1555  DESIGNATION -  81201
 NE1555  PID         -  NE1555
 NE1555  STATE/COUNTY-  MI/WASHTENAW
 NE1555  USGS QUAD   -  YPSILANTI WEST (1983)
 NE1555
 NE1555                         *CURRENT SURVEY CONTROL
 NE1555  ___________________________________________________________________
 NE1555* NAD 83(1994)-  42 13 49.72345(N)    083 42 01.90784(W)     ADJUSTED  
 NE1555* NAVD 88     -       257.596  (meters)     845.13   (feet)  ADJUSTED  
 NE1555  ___________________________________________________________________
 NE1555  X           -     518,999.380 (meters)                     COMP
 NE1555  Y           -  -4,701,436.266 (meters)                     COMP
 NE1555  Z           -   4,264,744.455 (meters)                     COMP
 NE1555  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 NE1555  ELLIP HEIGHT-         223.49  (meters)          (07/12/02) GPS OBS
 NE1555  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE1555  DYNAMIC HT  -         257.513 (meters)     844.86  (feet)  COMP
 NE1555  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 NE1555
 NE1555  HORZ ORDER  -  FIRST
 NE1555  VERT ORDER  -  SECOND    CLASS II
 NE1555  ELLP ORDER  -  FOURTH    CLASS I
 NE1555
 NE1555.The horizontal coordinates were established by GPS observations
 NE1555.and adjusted by the National Geodetic Survey in February 1997..
 NE1555
 NE1555.The orthometric height was determined by differential leveling
 NE1555.and adjusted by the National Geodetic Survey in August 1995..
 NE1555
 NE1555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1555
 NE1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1555
 NE1555.The ellipsoidal height was determined by GPS observations
 NE1555.and is referenced to NAD 83.
 NE1555
 NE1555.The geoid height was determined by GEOID03.
 NE1555
 NE1555.The dynamic height is computed by dividing the NAVD 88
 NE1555.geopotential number by the normal gravity value computed on the
 NE1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1555.degrees latitude (g = 980.6199 gals.).
 NE1555
 NE1555.The modeled gravity was interpolated from observed gravity values.
 NE1555
 NE1555;                    North         East     Units Scale Factor Converg.
 NE1555;SPC MI S     -    81,358.015 4,054,988.198   MT  0.99997166   +0 27 12.0
 NE1555;SPC MI S     -   266,922.62 13,303,767.05   iFT  0.99997166   +0 27 12.0
 NE1555;UTM  17      - 4,678,897.739   277,149.301   MT  1.00021110   -1 48 56.9
 NE1555
 NE1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1555!SPC MI S     -   0.99996495  x   0.99997166  =   0.99993661
 NE1555!UTM  17      -   0.99996495  x   1.00021110  =   1.00017604
 NE1555
 NE1555:                Primary Azimuth Mark                     Grid Az
 NE1555:SPC MI S     -  81201 AZ MK                              265 22 49.3
 NE1555:UTM  17      -  81201 AZ MK                              267 38 58.2
 NE1555
 NE1555|---------------------------------------------------------------------|
 NE1555| PID    Reference Object                     Distance      Geod. Az  |
 NE1555|                                                           dddmmss.s |
 NE1555| AA5193 81201 AZ MK                         APPROX. 0.8 KM 2655001.3 |
 NE1555|---------------------------------------------------------------------|
 NE1555
 NE1555                          SUPERSEDED SURVEY CONTROL
 NE1555
 NE1555  ELLIP H (02/03/97)  223.53   (m)                       GP(       ) 4 1
 NE1555  NAD 83(1986)-  42 13 49.72946(N)    083 42 01.93413(W) AD(       ) 1
 NE1555  NAD 83(1986)-  42 13 49.72915(N)    083 42 01.93259(W) AD(       ) 1
 NE1555  NGVD 29 (03/27/91)  257.6    (m)          845.     (f) GPS OBS        
 NE1555
 NE1555.Superseded values are not recommended for survey control.
 NE1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1555.See file dsdata.txt to determine how the superseded data were derived.
 NE1555
 NE1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7714978898(NAD 83)
 NE1555_MARKER: DD = SURVEY DISK
 NE1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1555_SP_SET: CONCRETE POST
 NE1555_STAMPING: 81201 1989
 NE1555_MARK LOGO: MIDT  
 NE1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1555+STABILITY: SURFACE MOTION
 NE1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1555+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1998
 NE1555
 NE1555  HISTORY     - Date     Condition        Report By
 NE1555  HISTORY     - 1989     MONUMENTED       MIDT
 NE1555  HISTORY     - 19900122 GOOD             NGS
 NE1555  HISTORY     - 19930809 GOOD             WOOLPT
 NE1555  HISTORY     - 19930810 GOOD             WOOLPT
 NE1555  HISTORY     - 19980428 GOOD             NGS
 NE1555  HISTORY     - 20010826 GOOD             USPSQD
 NE1555  HISTORY     - 20040922 MARK NOT FOUND   USPSQD
 NE1555
 NE1555                          STATION DESCRIPTION
 NE1555
 NE1555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1555'THE STATION IS LOCATED IN QUAD. 420833.  AT THE SOUTHEAST EDGE OF ANN
 NE1555'ARBOR, IN THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 10,
 NE1555'T-3-S, R-6-E, YPSILANTI WEST QUADRANGLE.  OWNERSHIP--MICHIGAN
 NE1555'DEPARTMENT OF TRANSPORTATION.
 NE1555'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NE1555'STATE STREET (EXIT 177), AT THE SOUTHWEST EDGE OF ANN ARBOR, GO SOUTH
 NE1555'ON STATE STREET FOR 0.85 KM (0.55 MI) TO A CROSSROAD.  TURN LEFT AND
 NE1555'GO EAST ON ELLSWORTH ROAD FOR 2.35 KM (1.45 MI) TO JONATHAN CT, ON THE
 NE1555'LEFT.  CONTINUE EAST ON ELLSWORTH ROAD FOR 0.81 KM (0.50 MI) TO THE
 NE1555'STATION ON THE LEFT JUST BEFORE REACHING PLATT ROAD.
 NE1555'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1555'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 62.0 M
 NE1555'(203.4 FT) WEST FROM THE CENTER OF PLATT ROAD, 29.1 M (95.5 FT) EAST
 NE1555'FROM THE CENTER OF A FIELD ENTRANCE ROAD, 13.2 M (43.3 FT) NORTH FROM
 NE1555'THE CENTER OF ELLSWORTH ROAD AND 0.5 M (1.6 FT) SOUTH FROM A METAL
 NE1555'WITNESS POST.
 NE1555'DESCRIBED BY E.J. HANSMANN.
 NE1555
 NE1555                          STATION RECOVERY (1993)
 NE1555
 NE1555'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1555'RECOVERED AS DESCRIBED.
 NE1555
 NE1555                          STATION RECOVERY (1993)
 NE1555
 NE1555'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1555'RECOVERED AS DESCRIBED.
 NE1555
 NE1555                          STATION RECOVERY (1998)
 NE1555
 NE1555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 NE1555'STATION WAS RECOVERED AND A LEVEL TIE WAS MADE TO STATION V 336 1985
 NE1555'(PID NE1037) JUST AS A CHECK ON THE PUBLISHED ELEVATION AS V 336 WAS
 NE1555'BEING DESTROYED AT THIS TIME AND IT WAS ONLY A COUPLE OF SET UPS AWAY
 NE1555'FROM THIS STATION.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC
 NE1555'ADVISOR - MICHIGAN.
 NE1555
 NE1555                          STATION RECOVERY (2001)
 NE1555
 NE1555'RECOVERY NOTE BY US POWER SQUADRON 2001 (GB)
 NE1555'RECOVERED IN GOOD CONDITION.
 NE1555
 NE1555                          STATION RECOVERY (2004)
 NE1555
 NE1555'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 NE1555'THERE IS A WITNESS POST AND A WHITE SIGNPOST ON EITHER SIDE OF A HOLE
 NE1555'ABOUT NINE INCHES DEEP, SIX INCHES IN CIRCUMFERENCE WHERE THE MARKER
 NE1555'SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5193 ***********************************************************************
 AA5193  DESIGNATION -  81201 AZ MK
 AA5193  PID         -  AA5193
 AA5193  STATE/COUNTY-  MI/WASHTENAW
 AA5193  USGS QUAD   -  YPSILANTI WEST (1983)
 AA5193
 AA5193                         *CURRENT SURVEY CONTROL
 AA5193  ___________________________________________________________________
 AA5193* NAD 83(1994)-  42 13 47.81423(N)    083 42 37.14646(W)     ADJUSTED  
 AA5193* NAVD 88     -       254.347  (meters)     834.47   (feet)  ADJUSTED  
 AA5193  ___________________________________________________________________
 AA5193  X           -     518,200.246 (meters)                     COMP
 AA5193  Y           -  -4,701,561.829 (meters)                     COMP
 AA5193  Z           -   4,264,698.650 (meters)                     COMP
 AA5193  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AA5193  ELLIP HEIGHT-         220.24  (meters)          (07/12/02) GPS OBS
 AA5193  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AA5193  DYNAMIC HT  -         254.265 (meters)     834.20  (feet)  COMP
 AA5193  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 AA5193
 AA5193  HORZ ORDER  -  FIRST
 AA5193  VERT ORDER  -  SECOND    CLASS II
 AA5193  ELLP ORDER  -  FOURTH    CLASS I
 AA5193
 AA5193.The horizontal coordinates were established by GPS observations
 AA5193.and adjusted by the National Geodetic Survey in February 1997..
 AA5193
 AA5193.The orthometric height was determined by differential leveling
 AA5193.and adjusted by the National Geodetic Survey in August 1995..
 AA5193
 AA5193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5193
 AA5193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5193
 AA5193.The ellipsoidal height was determined by GPS observations
 AA5193.and is referenced to NAD 83.
 AA5193
 AA5193.The geoid height was determined by GEOID03.
 AA5193
 AA5193.The dynamic height is computed by dividing the NAVD 88
 AA5193.geopotential number by the normal gravity value computed on the
 AA5193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5193.degrees latitude (g = 980.6199 gals.).
 AA5193
 AA5193.The modeled gravity was interpolated from observed gravity values.
 AA5193
 AA5193;                    North         East     Units Scale Factor Converg.
 AA5193;SPC MI S     -    81,292.764 4,054,180.653   MT  0.99997177   +0 26 48.0
 AA5193;SPC MI S     -   266,708.54 13,301,117.63   iFT  0.99997177   +0 26 48.0
 AA5193;UTM  17      - 4,678,864.504   276,339.610   MT  1.00021555   -1 49 20.6
 AA5193
 AA5193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5193!SPC MI S     -   0.99996546  x   0.99997177  =   0.99993723
 AA5193!UTM  17      -   0.99996546  x   1.00021555  =   1.00018100
 AA5193
 AA5193:                Primary Azimuth Mark                     Grid Az
 AA5193:SPC MI S     -  81201                                    085 22 49.6
 AA5193:UTM  17      -  81201                                    087 38 58.2
 AA5193
 AA5193|---------------------------------------------------------------------|
 AA5193| PID    Reference Object                     Distance      Geod. Az  |
 AA5193|                                                           dddmmss.s |
 AA5193| NE1555 81201                               APPROX. 0.8 KM 0854937.6 |
 AA5193| AA5189 0010B                               142.613 METERS 26741     |
 AA5193|---------------------------------------------------------------------|
 AA5193
 AA5193                          SUPERSEDED SURVEY CONTROL
 AA5193
 AA5193  ELLIP H (02/03/97)  220.27   (m)                       GP(       ) 4 1
 AA5193  NAD 83(1986)-  42 13 47.82010(N)    083 42 37.17296(W) AD(       ) 1
 AA5193
 AA5193.Superseded values are not recommended for survey control.
 AA5193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5193.See file dsdata.txt to determine how the superseded data were derived.
 AA5193
 AA5193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7634078865(NAD 83)
 AA5193_MARKER: DZ = AZIMUTH MARK DISK
 AA5193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5193_STAMPING: 81201 AZ MARK 1989
 AA5193_MARK LOGO: MIDT  
 AA5193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA5193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5193+STABILITY: SURFACE MOTION
 AA5193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5193+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 AA5193
 AA5193  HISTORY     - Date     Condition        Report By
 AA5193  HISTORY     - 1989     MONUMENTED       NGS
 AA5193  HISTORY     - 19930817 GOOD             WOOLPT
 AA5193  HISTORY     - 19930817 GOOD             WOOLPT
 AA5193  HISTORY     - 20020316 GOOD             USPSQD
 AA5193
 AA5193                          STATION DESCRIPTION
 AA5193
 AA5193'DESCRIBED BY WOOLPERT CONSULTANTS 1993 (DK)
 AA5193'RECOVERED AS DESCRIBED.
 AA5193
 AA5193                          STATION RECOVERY (1993)
 AA5193
 AA5193'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 AA5193'RECOVERED IN GOOD CONDITION.
 AA5193
 AA5193                          STATION RECOVERY (2002)
 AA5193
 AA5193'RECOVERY NOTE BY US POWER SQUADRON 2002 (GB)
 AA5193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0331 ***********************************************************************
 NF0331  DESIGNATION -  819
 NF0331  PID         -  NF0331
 NF0331  STATE/COUNTY-  MI/KENT
 NF0331  USGS QUAD   -  ALTO (1978)
 NF0331
 NF0331                         *CURRENT SURVEY CONTROL
 NF0331  ___________________________________________________________________
 NF0331* NAD 83(1986)-  42 51 18.     (N)    085 22 50.     (W)     SCALED    
 NF0331* NAVD 88     -       249.449  (meters)     818.40   (feet)  ADJUSTED  
 NF0331  ___________________________________________________________________
 NF0331  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF0331  DYNAMIC HT  -         249.380 (meters)     818.17  (feet)  COMP
 NF0331  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 NF0331
 NF0331  VERT ORDER  -  SECOND    CLASS 0
 NF0331
 NF0331.The horizontal coordinates were scaled from a topographic map and have
 NF0331.an estimated accuracy of +/- 6 seconds.
 NF0331
 NF0331.The orthometric height was determined by differential leveling
 NF0331.and adjusted by the National Geodetic Survey in June 1991..
 NF0331
 NF0331.The geoid height was determined by GEOID03.
 NF0331
 NF0331.The dynamic height is computed by dividing the NAVD 88
 NF0331.geopotential number by the normal gravity value computed on the
 NF0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0331.degrees latitude (g = 980.6199 gals.).
 NF0331
 NF0331.The modeled gravity was interpolated from observed gravity values.
 NF0331
 NF0331;                    North         East    Units  Estimated Accuracy
 NF0331;SPC MI S     -   151,010.    3,917,140.      MT  (+/- 180 meters Scaled)
 NF0331
 NF0331                          SUPERSEDED SURVEY CONTROL
 NF0331
 NF0331  NGVD 29 (??/??/92)  249.574  (m)          818.81   (f) ADJ UNCH    2 0
 NF0331
 NF0331.Superseded values are not recommended for survey control.
 NF0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0331.See file dsdata.txt to determine how the superseded data were derived.
 NF0331
 NF0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN323459(NAD 83)
 NF0331_MARKER: P = PIPE CAP
 NF0331_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0331_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0331_STAMPING: 819 MICH
 NF0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0331
 NF0331  HISTORY     - Date     Condition        Report By
 NF0331  HISTORY     - UNK      MONUMENTED       USGS
 NF0331  HISTORY     - 1948     GOOD             NGS
 NF0331  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0331  HISTORY     - 19950208 MARK NOT FOUND   LOCENG
 NF0331  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0331
 NF0331                          STATION DESCRIPTION
 NF0331
 NF0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0331'AT ALTO.
 NF0331'AT ALTO, ABOUT 0.1 MILE EAST ALONG THE CHESAPEAKE AND OHIO
 NF0331'RAILWAY FROM THE STATION AT ALTO, AT THE CROSSING OF BANDCROFT
 NF0331'AVENUE SE, 53 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 31
 NF0331'FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHEAST
 NF0331'OF A 36-INCH MAPLE TREE, 3 FEET SOUTH-SOUTHWEST OF A FENCE
 NF0331'CORNER, 8 1/2 FEET NORTH OF THE EAST END OF A 12-INCH PIPE
 NF0331'CULVERT, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 5 1/2
 NF0331'FEET BELOW THE TRACK AND PROJECTING 6 INCHES.
 NF0331
 NF0331                          STATION RECOVERY (1985)
 NF0331
 NF0331'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0331'MARK NOT FOUND.
 NF0331
 NF0331                          STATION RECOVERY (1995)
 NF0331
 NF0331'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HH)
 NF0331'MARK NOT FOUND.
 NF0331
 NF0331                          STATION RECOVERY (1999)
 NF0331
 NF0331'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0307 ***********************************************************************
 OK0307  DESIGNATION -  819.3
 OK0307  PID         -  OK0307
 OK0307  STATE/COUNTY-  MI/MONTCALM
 OK0307  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0307
 OK0307                         *CURRENT SURVEY CONTROL
 OK0307  ___________________________________________________________________
 OK0307* NAD 83(1986)-  43 11 23.     (N)    085 15 59.     (W)     SCALED    
 OK0307* NAVD 88     -       249.481  (meters)     818.51   (feet)  ADJUSTED  
 OK0307  ___________________________________________________________________
 OK0307  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 OK0307  DYNAMIC HT  -         249.427 (meters)     818.33  (feet)  COMP
 OK0307  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 OK0307
 OK0307  VERT ORDER  -  SECOND    CLASS 0
 OK0307
 OK0307.The horizontal coordinates were scaled from a topographic map and have
 OK0307.an estimated accuracy of +/- 6 seconds.
 OK0307
 OK0307.The orthometric height was determined by differential leveling
 OK0307.and adjusted by the National Geodetic Survey in June 1991..
 OK0307
 OK0307.The geoid height was determined by GEOID03.
 OK0307
 OK0307.The dynamic height is computed by dividing the NAVD 88
 OK0307.geopotential number by the normal gravity value computed on the
 OK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0307.degrees latitude (g = 980.6199 gals.).
 OK0307
 OK0307.The modeled gravity was interpolated from observed gravity values.
 OK0307
 OK0307;                    North         East    Units  Estimated Accuracy
 OK0307;SPC MI S     -   188,080.    3,926,870.      MT  (+/- 180 meters Scaled)
 OK0307
 OK0307                          SUPERSEDED SURVEY CONTROL
 OK0307
 OK0307  NGVD 29 (??/??/92)  249.616  (m)          818.95   (f) ADJ UNCH    2 0
 OK0307
 OK0307.Superseded values are not recommended for survey control.
 OK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0307.See file dsdata.txt to determine how the superseded data were derived.
 OK0307
 OK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN408833(NAD 83)
 OK0307_MARKER: Q = CHISELED SQUARE
 OK0307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0307_SP_SET: BRIDGE
 OK0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0307+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 OK0307
 OK0307  HISTORY     - Date     Condition        Report By
 OK0307  HISTORY     - UNK      MONUMENTED       USGS
 OK0307  HISTORY     - 1934     GOOD             NGS
 OK0307  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0307  HISTORY     - 20030812 GOOD             INDIV
 OK0307  HISTORY     - 20060316 GOOD             INDIV
 OK0307
 OK0307                          STATION DESCRIPTION
 OK0307
 OK0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0307'0.5 MI W FROM GREENVILLE.
 OK0307'0.5 MILE WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0307'AT GREENVILLE, AT THE HASKINS HIGHWAY BRIDGE OVER FLAT RIVER,
 OK0307'ON THE TOP OF THE SOUTHWEST WING WALL, 8 INCHES SOUTH OF THE
 OK0307'ABUTMENT, 36 FEET NORTH OF THE NORTH RAIL, AND 9 FEET WEST OF
 OK0307'THE CENTERLINE OF A ROAD.  A CHISELED SQUARE.
 OK0307
 OK0307                          STATION RECOVERY (2001)
 OK0307
 OK0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0307
 OK0307                          STATION RECOVERY (2003)
 OK0307
 OK0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CTB)
 OK0307'POINT RECOVERED IN GOOD CONDITION.  POINT IS LOCATED ON THE NORTH SIDE
 OK0307'OF GREENVILLE WEST DRIVE, APPROXIMATELY 0.5 TO 0.7 MILES WEST OF M-91
 OK0307'(LAFAYETTE ROAD).
 OK0307'THE OLD RR TRACKS NO LONGER PASS BY THE POINT, NOR DOES THE HASKINS
 OK0307'HIGHWAY STILL EXIST.  THE BRIDGE DECK OVER THE RIVER IS GONE BUT THE
 OK0307'OLD ABUTMENTS AND WING WALLS ARE STILL THERE.
 OK0307'THE SOUTHERLY ABUTMENT IS HARD TO SEE, HOWEVER, THE NORTHERLY ABUTMENT
 OK0307'IS VISIBLE FROM GREENVILLE WEST DRIVE.
 OK0307
 OK0307                          STATION RECOVERY (2006)
 OK0307
 OK0307'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PN)
 OK0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0108 ***********************************************************************
 OK0108  DESIGNATION -  82 1/2
 OK0108  PID         -  OK0108
 OK0108  STATE/COUNTY-  MI/SHIAWASSEE
 OK0108  USGS QUAD   -  OWOSSO NORTH (1974)
 OK0108
 OK0108                         *CURRENT SURVEY CONTROL
 OK0108  ___________________________________________________________________
 OK0108* NAD 83(1986)-  43 00 05.     (N)    084 14 59.     (W)     SCALED    
 OK0108* NAVD 88     -       234.646  (meters)     769.83   (feet)  ADJUSTED  
 OK0108  ___________________________________________________________________
 OK0108  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 OK0108  DYNAMIC HT  -         234.593 (meters)     769.66  (feet)  COMP
 OK0108  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 OK0108
 OK0108  VERT ORDER  -  SECOND    CLASS 0
 OK0108
 OK0108.The horizontal coordinates were scaled from a topographic map and have
 OK0108.an estimated accuracy of +/- 6 seconds.
 OK0108
 OK0108.The orthometric height was determined by differential leveling
 OK0108.and adjusted by the National Geodetic Survey in June 1991..
 OK0108
 OK0108.The geoid height was determined by GEOID03.
 OK0108
 OK0108.The dynamic height is computed by dividing the NAVD 88
 OK0108.geopotential number by the normal gravity value computed on the
 OK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0108.degrees latitude (g = 980.6199 gals.).
 OK0108
 OK0108.The modeled gravity was interpolated from observed gravity values.
 OK0108
 OK0108;                    North         East    Units  Estimated Accuracy
 OK0108;SPC MI S     -   166,780.    4,009,540.      MT  (+/- 180 meters Scaled)
 OK0108
 OK0108                          SUPERSEDED SURVEY CONTROL
 OK0108
 OK0108  NGVD 29 (??/??/92)  234.791  (m)          770.31   (f) ADJ UNCH    2 0
 OK0108
 OK0108.Superseded values are not recommended for survey control.
 OK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0108.See file dsdata.txt to determine how the superseded data were derived.
 OK0108
 OK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN241646(NAD 83)
 OK0108_MARKER: Z = SEE DESCRIPTION
 OK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0108_STAMPING: BM NO 82 1/2
 OK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0108+STABILITY: SURFACE MOTION
 OK0108
 OK0108  HISTORY     - Date     Condition        Report By
 OK0108  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0108  HISTORY     - 1934     GOOD             NGS
 OK0108  HISTORY     - 1989     GOOD             USPSQD
 OK0108  HISTORY     - 20010806 GOOD             NGS
 OK0108  HISTORY     - 20010815 GOOD             NGS
 OK0108
 OK0108                          STATION DESCRIPTION
 OK0108
 OK0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0108'4.1 MI W FROM OWOSSO.
 OK0108'4.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0108'STATION AT OWOSSO, SHIAWASSEE COUNTY, 6 RAILS EAST OF A ROAD
 OK0108'CROSSING, 33 FEET NORTHWEST OF A CONCRETE CULVERT, 46 FEET
 OK0108'NORTH OF THE NORTH RAIL, AND 2.1 FEET SOUTH OF A FENCE.  A
 OK0108'BRONZE PLUG, STAMPED BM NO. 82 1/2 AND SET IN THE TOP OF A
 OK0108'CONCRETE POST.
 OK0108
 OK0108                          STATION RECOVERY (1989)
 OK0108
 OK0108'RECOVERY NOTE BY US POWER SQUADRON 1989 (NC)
 OK0108'RECOVERED IN GOOD CONDITION.
 OK0108
 OK0108                          STATION RECOVERY (2001)
 OK0108
 OK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0108
 OK0108                          STATION RECOVERY (2001)
 OK0108
 OK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0108'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1307 ***********************************************************************
 RJ1307  DESIGNATION -  82 C6W 011
 RJ1307  PID         -  RJ1307
 RJ1307  STATE/COUNTY-  MI/CHIPPEWA
 RJ1307  USGS QUAD   -  OAK RIDGE (1976)
 RJ1307
 RJ1307                         *CURRENT SURVEY CONTROL
 RJ1307  ___________________________________________________________________
 RJ1307* NAD 83(1994)-  46 17 06.56679(N)    084 12 56.96289(W)     ADJUSTED  
 RJ1307* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1307  ___________________________________________________________________
 RJ1307  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 RJ1307  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1307
 RJ1307  HORZ ORDER  -  SECOND
 RJ1307
 RJ1307.The horizontal coordinates were established by classical geodetic methods
 RJ1307.and adjusted by the National Geodetic Survey in February 1997..
 RJ1307
 RJ1307.The orthometric height was scaled from a topographic map.
 RJ1307
 RJ1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1307
 RJ1307.The geoid height was determined by GEOID03.
 RJ1307
 RJ1307;                    North         East     Units Scale Factor Converg.
 RJ1307;SPC MI N     -   170,685.983 8,214,495.976   MT  0.99990283   +2 00 44.6
 RJ1307;SPC MI N     -   559,993.38 26,950,446.12   iFT  0.99990283   +2 00 44.6
 RJ1307;UTM  16      - 5,129,499.075   714,471.419   MT  1.00016547   +2 00 47.3
 RJ1307
 RJ1307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1307!SPC MI N     -   0.99997672  x   0.99990283  =   0.99987956
 RJ1307!UTM  16      -   0.99997672  x   1.00016547  =   1.00014219
 RJ1307
 RJ1307                          SUPERSEDED SURVEY CONTROL
 RJ1307
 RJ1307  NAD 83(1986)-  46 17 06.55825(N)    084 12 56.95930(W) AD(       ) 2
 RJ1307
 RJ1307.Superseded values are not recommended for survey control.
 RJ1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1307.See file dsdata.txt to determine how the superseded data were derived.
 RJ1307
 RJ1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1447129499(NAD 83)
 RJ1307_MARKER: DS = TRIANGULATION STATION DISK
 RJ1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1307+STABILITY: SURFACE MOTION
 RJ1307
 RJ1307  HISTORY     - Date     Condition        Report By
 RJ1307  HISTORY     - 1988     MONUMENTED       USE
 RJ1307
 RJ1307                          STATION DESCRIPTION
 RJ1307
 RJ1307'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1307'THE STATION IS LOCATED ABOUT 25.4 KM (15.8 MI) SOUTH-SOUTHEAST OF
 RJ1307'SAULT STE MARIE, 30.9 KM (19.2 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1307'40.2 KM (25.0 MI) NORTHWEST OF DETOUR VILLAGE NEAR WEST NEEBISH
 RJ1307'RANGE LIGHT NO 1 IN PART OF GOVT LOT 1, SEC 20, T45N-R2E.
 RJ1307'OWNERSHIP---MICHAEL J. AND SHIRLEY MENAPACE
 RJ1307'
 RJ1307'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1307'4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1307'NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1307'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1307'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT
 RJ1307'DOWNRIVER FOR 15 MINUTES TO JUT OF LAND SOUTH OF RANGE LIGHT  1
 RJ1307'AND THE STATION.
 RJ1307'
 RJ1307'THE STATION IS A STANDARD COE DISK, SET INTO A ROUND CONCRETE
 RJ1307'MONUMENT THAT IS FLUSH WITH THE GROUND, LOCATED UNDER METAL TRIPOD.
 RJ1307'
 RJ1307'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5871 ***********************************************************************
 AA5871  DESIGNATION -  82102 RM 2
 AA5871  PID         -  AA5871
 AA5871  STATE/COUNTY-  MI/WAYNE
 AA5871  USGS QUAD   -  INKSTER (1983)
 AA5871
 AA5871                         *CURRENT SURVEY CONTROL
 AA5871  ___________________________________________________________________
 AA5871* NAD 83(1994)-  42 15 56.27942(N)    083 16 12.20002(W)     ADJUSTED  
 AA5871* NAVD 88     -       188.8    (meters)     619.     (feet)  GPS OBS   
 AA5871  ___________________________________________________________________
 AA5871  X           -     553,993.530 (meters)                     COMP
 AA5871  Y           -  -4,694,746.033 (meters)                     COMP
 AA5871  Z           -   4,267,588.613 (meters)                     COMP
 AA5871  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 AA5871  ELLIP HEIGHT-         154.35  (meters)          (07/12/02) GPS OBS
 AA5871  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 AA5871
 AA5871  HORZ ORDER  -  FIRST
 AA5871  ELLP ORDER  -  FOURTH    CLASS I
 AA5871
 AA5871.The horizontal coordinates were established by GPS observations
 AA5871.and adjusted by the National Geodetic Survey in February 1997..
 AA5871
 AA5871.The orthometric height was determined by GPS observations and a
 AA5871.high-resolution geoid model.
 AA5871
 AA5871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5871
 AA5871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5871
 AA5871.The ellipsoidal height was determined by GPS observations
 AA5871.and is referenced to NAD 83.
 AA5871
 AA5871.The geoid height was determined by GEOID03.
 AA5871
 AA5871;                    North         East     Units Scale Factor Converg.
 AA5871;SPC MI S     -    85,634.440 4,090,470.490   MT  0.99996490   +0 44 46.6
 AA5871;SPC MI S     -   280,952.89 13,420,178.77   iFT  0.99996490   +0 44 46.6
 AA5871;UTM  17      - 4,681,765.003   312,778.555   MT  1.00003130   -1 31 38.0
 AA5871
 AA5871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5871!SPC MI S     -   0.99997579  x   0.99996490  =   0.99994069
 AA5871!UTM  17      -   0.99997579  x   1.00003130  =   1.00000709
 AA5871
 AA5871                          SUPERSEDED SURVEY CONTROL
 AA5871
 AA5871  ELLIP H (02/03/97)  154.39   (m)                       GP(       ) 4 1
 AA5871  NAD 83(1986)-  42 15 56.28600(N)    083 16 12.22992(W) AD(       ) 1
 AA5871
 AA5871.Superseded values are not recommended for survey control.
 AA5871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5871.See file dsdata.txt to determine how the superseded data were derived.
 AA5871
 AA5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1277981765(NAD 83)
 AA5871_MARKER: DR = REFERENCE MARK DISK
 AA5871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5871_STAMPING: 82102 2 1980
 AA5871_MARK LOGO: MIDT  
 AA5871_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5871+STABILITY: SURFACE MOTION
 AA5871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5871+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 AA5871
 AA5871  HISTORY     - Date     Condition        Report By
 AA5871  HISTORY     - 1980     MONUMENTED       MIDT
 AA5871  HISTORY     - 20010904 GOOD             INDIV
 AA5871
 AA5871                          STATION DESCRIPTION
 AA5871
 AA5871'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1980
 AA5871'STATION IS LOCATED IN QUAD 420832 ON THE INKSTER QUADRANGLE MAP.  IT
 AA5871'IS IN THE NORTHWEST 1/4 OF SECTION 4, T-3-S, R-10-E, IN THE NORTHEAST
 AA5871'QUADRANT OF INTERSTATE HIGHWAY 94 AND U.S. HIGHWAY 24 (TELEGRAPH
 AA5871'ROAD)INTERSECTION.  ABOUT 0.5 MI (0.8 KM) NORTH OF TAYLOR, 3.0 MI (4.8
 AA5871'KM) SOUTH OF DEARBORN, 5.0 MI (8.0 KM) SOUTHEAST OF WAYNE AND ON
 AA5871'HIGHWAY RIGHT-OF-WAY. TO REACH FROM U.S. HIGHWAY 12 AND U.S. HIGHWAY
 AA5871'24 (TELEGRAPH ROAD) IN DEARBORN, GO SOUTH ALONG HIGHWAY 24 FOR 2.3 MI
 AA5871'(3.7 KM) PASSING THE STATION ON THE LEFT ON THE OPPOSITE SIDE OF
 AA5871'NORTHBOUND LANES. CONTINUE SOUTH FOR 0.4 MI (0.6 KM) TO A MEDIAN TURN
 AA5871'AROUND LEFT AND RETURN NORTH  FOR 0.4 MI (0.6 KM) ALONG HIGHWAY 24 TO
 AA5871'JUST PAST WESTBOUND INTERSTATE HIGHWAY 94 OVERPASS AND STATION ON THE
 AA5871'RIGHT AT THE TOP OF THE BANK AS DESCRIBED. STATION IS 58.3 FT (17.8 M)
 AA5871'SOUTH FROM A 15-INCH ELM TREE, 54.2 FT (16.5 M) NORTH FROM THE
 AA5871'NORTHEAST CORNER OF WINGWALL, 59.2 FT (18.0 M) EAST FROM THE EAST EDGE
 AA5871'OF HIGHWAY 24, 53.5 FT (16.3 M) EAST FROM A UTILITY POLE AND 52.1 FT
 AA5871'(15.9 M) NORTH FROM A METAL WINTESS POST WITH SIGN.
 AA5871
 AA5871                          STATION RECOVERY (2001)
 AA5871
 AA5871'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 AA5871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1556 ***********************************************************************
 NE1556  DESIGNATION -  82103
 NE1556  PID         -  NE1556
 NE1556  STATE/COUNTY-  MI/WAYNE
 NE1556  USGS QUAD   -  WAYNE (1980)
 NE1556
 NE1556                         *CURRENT SURVEY CONTROL
 NE1556  ___________________________________________________________________
 NE1556* NAD 83(1994)-  42 16 45.63361(N)    083 26 30.99051(W)     ADJUSTED  
 NE1556* NAVD 88     -       208.2    (meters)     683.     (feet)  GPS OBS   
 NE1556  ___________________________________________________________________
 NE1556  X           -     539,791.579 (meters)                     COMP
 NE1556  Y           -  -4,695,383.667 (meters)                     COMP
 NE1556  Z           -   4,268,728.699 (meters)                     COMP
 NE1556  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NE1556  ELLIP HEIGHT-         174.02  (meters)          (07/12/02) GPS OBS
 NE1556  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NE1556  OBS GRAVITY -     980,314.9   (mgal)                       GRAV_OBS
 NE1556
 NE1556  HORZ ORDER  -  FIRST
 NE1556  ELLP ORDER  -  FOURTH    CLASS I
 NE1556
 NE1556.The horizontal coordinates were established by GPS observations
 NE1556.and adjusted by the National Geodetic Survey in February 1997..
 NE1556
 NE1556.The orthometric height was determined by GPS observations and a
 NE1556.high-resolution geoid model.
 NE1556
 NE1556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1556
 NE1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1556
 NE1556.The ellipsoidal height was determined by GPS observations
 NE1556.and is referenced to NAD 83.
 NE1556
 NE1556.The geoid height was determined by GEOID03.
 NE1556.The observed gravity was obtained from relative gravimeter ties
 NE1556.to the IGSN71 gravity network.
 NE1556
 NE1556;                    North         East     Units Scale Factor Converg.
 NE1556;SPC MI S     -    86,986.897 4,076,273.761   MT  0.99996236   +0 37 45.5
 NE1556;SPC MI S     -   285,390.08 13,373,601.58   iFT  0.99996236   +0 37 45.5
 NE1556;UTM  17      - 4,683,679.661   298,645.211   MT  1.00009888   -1 38 36.1
 NE1556
 NE1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1556!SPC MI S     -   0.99997271  x   0.99996236  =   0.99993507
 NE1556!UTM  17      -   0.99997271  x   1.00009888  =   1.00007159
 NE1556
 NE1556                          SUPERSEDED SURVEY CONTROL
 NE1556
 NE1556  ELLIP H (02/03/97)  174.06   (m)                       GP(       ) 4 1
 NE1556  NAD 83(1986)-  42 16 45.64071(N)    083 26 31.02010(W) AD(       ) 1
 NE1556  NAD 83(1986)-  42 16 45.63988(N)    083 26 31.01686(W) AD(       ) 1
 NE1556  NAD 83(1986)-  42 16 45.63891(N)    083 26 31.01589(W) AD(       ) 1
 NE1556  NGVD 29 (03/27/91)  208.0    (m)          682.     (f) GPS OBS        
 NE1556
 NE1556.Superseded values are not recommended for survey control.
 NE1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1556.See file dsdata.txt to determine how the superseded data were derived.
 NE1556
 NE1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9864583680(NAD 83)
 NE1556_MARKER: DD = SURVEY DISK
 NE1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1556_SP_SET: CONCRETE POST
 NE1556_STAMPING: 82103 1980
 NE1556_MARK LOGO: MIDT  
 NE1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1556+STABILITY: SURFACE MOTION
 NE1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1556+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 NE1556
 NE1556  HISTORY     - Date     Condition        Report By
 NE1556  HISTORY     - 1980     MONUMENTED       MIDT
 NE1556  HISTORY     - 19900124 GOOD             NGS
 NE1556  HISTORY     - 19930518 GOOD             LOCENG
 NE1556  HISTORY     - 19930518 GOOD             LOCENG
 NE1556  HISTORY     - 19940311 GOOD             MIDT
 NE1556  HISTORY     - 20041208 GOOD             ROWEIN
 NE1556
 NE1556                          STATION DESCRIPTION
 NE1556
 NE1556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1556'THE STATION IS LOCATED IN QUAD. 420832, IN THE SOUTHEAST CORNER OF THE
 NE1556'SOUTHWEST 1/4 OF SECTION 25, T-2-S, R-8-E, IN CANTON TOWNSHIP AND ON
 NE1556'THE WAYNE QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NE1556'TRANSPORTATION.
 NE1556'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN AVENUE (U.S.
 NE1556'HIGHWAY 12) AND WAYNE ROAD IN WAYNE, GO WEST ON MICHIGAN AVENUE FOR
 NE1556'4.79 KM (3.00 MI) TO THE ENTRANCE RAMP TO THE SOUTHBOUND LANES OF
 NE1556'INTERSTATE HIGHWAY 275 (EXIT 22).  TURN RIGHT AND GO AROUND THE
 NE1556'ENTRANCE RAMP FOR 0.64 KM (0.40 MI) TO THE SOUTH END OF A GUARDRAIL
 NE1556'AND THE STATION ON THE RIGHT.
 NE1556'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 30 CM ROUND
 NE1556'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 49.0 M
 NE1556'(160.8 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF A CRASHWALL AT THE
 NE1556'SOUTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE OVER MICHIGAN AVENUE,
 NE1556'20.8 M (68.2 FT) WEST FROM THE CENTER OF THE SOUTHBOUND LANES OF
 NE1556'INTERSTATE HIGHWAY 275, 13.6 M (44.6 FT) SOUTHWEST OF HIGHWAY MILEPOST
 NE1556'22, 7.3 M (24.0 FT) WEST-NORTHWEST OF RM 1 AND 9.1 M (29.9 FT) WEST OF
 NE1556'THE SOUTH END OF A GUARDRAIL AND CARSONITE WITNESS POST.
 NE1556'DESCRIBED BY E.J. HANSMANN.
 NE1556
 NE1556                          STATION RECOVERY (1993)
 NE1556
 NE1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1556'RECOVERED AS DESCRIBED.
 NE1556
 NE1556                          STATION RECOVERY (1993)
 NE1556
 NE1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1556'RECOVERED AS DESCRIBED.
 NE1556
 NE1556                          STATION RECOVERY (1994)
 NE1556
 NE1556'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1556'STATION IS LOCATED IN QUAD 420832 ON THE WAYNE QUADRANGLE MAP.  IT IS
 NE1556'IN THE NORTHWEST 1/4 OF SECTION 36, T-2-S, R-8-E, CANTON TOWNSHIP.
 NE1556'ABOUT 3.0 MI (4.8 KM) WEST OF WAYNE, 3.5 MI (5.6 KM) SOUTHWEST OF
 NE1556'WESTLAND, 6.0 MI (9.7 KM) SOUTHEAST OF PLYMOUTH AND ON HIGHWAY
 NE1556'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 12
 NE1556'(MICHIGAN AVENUE)AND WAYNE ROAD IN THE CITY OF WAYNE, GO WEST ALONG
 NE1556'HIGHWAY 12 FOR 3.0 MI (4.8 KM) TO SOUTHBOUND INTERSTATE HIGHWAY 275
 NE1556'ENTRANCE RAMP. FOLLOW RAMP AROUND FOR 0.4 MI (0.6 KM) TO THE STATION
 NE1556'ON THE RIGHT AT THE SOUTH END OF BRIDGE OVER U.S. HIGHWAY 12. STATION
 NE1556'IS 50.8 FT (15.5 M) SOUTHWEST FROM THE SOUTH GUARD RAIL POST, 38.4 FT
 NE1556'(11.7 M) WEST FROM THE WEST EDGE OF CONCRETE OF SOUTHBOUND INTERSTATE
 NE1556'HIGHWAY 275, 74.9 FT (22.8 M) EAST FROM A PINE TREE, 114.8 FT (35.0 M)
 NE1556'NORTHEAST FROM A 2-INCH MAPLE TREE, 24.2 FT (7.4 M) WEST FROM
 NE1556'REFERENCE MARK NO 1 AND 28.9 FT (8.8 M) WEST FROM A CARSONITE POST.
 NE1556
 NE1556                          STATION RECOVERY (2004)
 NE1556
 NE1556'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 NE1556'LOCATION DESCRIPTION GOOD EXCEPT PINE TREE AND CARSONITE POST ARE BOTH
 NE1556'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5953 ***********************************************************************
 AB5953  DESIGNATION -  82126
 AB5953  PID         -  AB5953
 AB5953  STATE/COUNTY-  MI/WAYNE
 AB5953  USGS QUAD   -  GROSSE POINTE (1983)
 AB5953
 AB5953                         *CURRENT SURVEY CONTROL
 AB5953  ___________________________________________________________________
 AB5953* NAD 83(1994)-  42 26 49.21449(N)    082 54 58.02840(W)     ADJUSTED  
 AB5953* NAVD 88     -       178.8    (meters)     587.     (feet)  GPS OBS   
 AB5953  ___________________________________________________________________
 AB5953  X           -     581,309.012 (meters)                     COMP
 AB5953  Y           -  -4,677,756.514 (meters)                     COMP
 AB5953  Z           -   4,282,469.937 (meters)                     COMP
 AB5953  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AB5953  ELLIP HEIGHT-         144.23  (meters)          (07/12/02) GPS OBS
 AB5953  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 AB5953
 AB5953  HORZ ORDER  -  FIRST
 AB5953  ELLP ORDER  -  FOURTH    CLASS I
 AB5953
 AB5953.The horizontal coordinates were established by GPS observations
 AB5953.and adjusted by the National Geodetic Survey in February 1997..
 AB5953
 AB5953.The orthometric height was determined by GPS observations and a
 AB5953.high-resolution geoid model.
 AB5953
 AB5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5953
 AB5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5953
 AB5953.The ellipsoidal height was determined by GPS observations
 AB5953.and is referenced to NAD 83.
 AB5953
 AB5953.The geoid height was determined by GEOID03.
 AB5953
 AB5953;                    North         East     Units Scale Factor Converg.
 AB5953;SPC MI S     -   106,218.845 4,119,320.673   MT  0.99993592   +0 59 13.7
 AB5953;SPC MI S     -   348,487.02 13,514,831.60   iFT  0.99993592   +0 59 13.7
 AB5953;UTM  17      - 4,701,187.152   342,424.359   MT  0.99990551   -1 17 36.5
 AB5953
 AB5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5953!SPC MI S     -   0.99997738  x   0.99993592  =   0.99991330
 AB5953!UTM  17      -   0.99997738  x   0.99990551  =   0.99988289
 AB5953
 AB5953:                Primary Azimuth Mark                     Grid Az
 AB5953:SPC MI S     -  82127                                    341 34 12.9
 AB5953:UTM  17      -  82127                                    343 51 03.1
 AB5953
 AB5953|---------------------------------------------------------------------|
 AB5953| PID    Reference Object                     Distance      Geod. Az  |
 AB5953|                                                           dddmmss.s |
 AB5953| AB5954 82127                               419.761 METERS 3423326.6 |
 AB5953|---------------------------------------------------------------------|
 AB5953
 AB5953                          SUPERSEDED SURVEY CONTROL
 AB5953
 AB5953  ELLIP H (02/03/97)  144.27   (m)                       GP(       ) 4 1
 AB5953  NAD 83(1986)-  42 26 49.21881(N)    082 54 58.06057(W) AD(       ) 1
 AB5953
 AB5953.Superseded values are not recommended for survey control.
 AB5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5953.See file dsdata.txt to determine how the superseded data were derived.
 AB5953
 AB5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4242401187(NAD 83)
 AB5953_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5953_STAMPING: 82126 1985
 AB5953_MARK LOGO: MIDT  
 AB5953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5953+STABILITY: SURFACE MOTION
 AB5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5953+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 AB5953
 AB5953  HISTORY     - Date     Condition        Report By
 AB5953  HISTORY     - 1985     MONUMENTED       MIDT
 AB5953  HISTORY     - 19971028 GOOD             LOCENG
 AB5953  HISTORY     - 20011008 GOOD             INDIV
 AB5953
 AB5953                          STATION DESCRIPTION
 AB5953
 AB5953'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 AB5953'STATION IS LOCATED IN QUAD 420823 AND ON THE GROSSE POINTE QUADRANGLE
 AB5953'MAP.  IT IS IN PRIVATE CLAIM 249, T-1-S, R-13-E, IN THE CITY OF HARPER
 AB5953'WOODS.  STATION IS LOCATED JUST EAST OF INTERSTATE HIGHWAY 94 AND JUST
 AB5953'NORTH OF VERNIER ROAD, NEAR THE NORTH COUNTY LINE.  ABOUT 7.5 MI (12.1
 AB5953'KM) NORTHEAST OF HAMTRAMCK, 6 MI (9.7 KM) SOUTHEAST OF THE CENTER OF
 AB5953'THE CITY OF WARREN, AND 13.5 MI (21.7 KM) SOUTHEAST OF UTICA..  TO
 AB5953'REACH STATION FROM THE POST OFFICE IN SAINT CLAIR SHORES, ON GREATER
 AB5953'MACK AVENUE JUST SOUTH OF NINE MILE ROAD, GO SOUTHWEST 1.4 MI (2.3 KM)
 AB5953'ALONG GREATER MACK AVENUE TO ANITA STREET.  TURN RIGHT AND GO
 AB5953'NORTHWEST 0.5 MI (0.8 KM) ALONG ANITA STREET TO THE EAST SIDE OF
 AB5953'HARPER AVENUE AND STATION ON THE RIGHT AS DESCRIBED.  STATION IS 13.4
 AB5953'FT (4.1 M) NORTHWEST FROM CHAIN LINK FENCE CORNER, 41.5 FT (12.6 M)
 AB5953'SOUTH FROM CATCH BASIN ON EAST SIDE OF HARPER AVENUE, 43.7 FT (13.3 M)
 AB5953'SOUTHWEST FROM SOUTHWEST CORNER OF BUILDING (BRICK PRINTING) , 62.5 FT
 AB5953'(19.1 M) NORTH FROM FIRE HYDRANT ON NORTH SIDE OF ANITA STREET.  THERE
 AB5953'IS NO WITNESS POST WITH SIGN.
 AB5953
 AB5953                          STATION RECOVERY (1997)
 AB5953
 AB5953'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5953'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS
 AB5953'LOCATED SOUTHWEST FROM THE SOUTHWEST CORNER OF A BUILDING (BRICK
 AB5953'PRINTING) , SOUTHEAST 3.140 M (10.302 FT) FROM THE CENTER OF A METAL
 AB5953'LIGNT POLE.  2.730 M (8.957 FT) EAST OF THE EAST CURB OF HARPER AVENUE
 AB5953'AT THE END OF RADIUS ON THE NORTHEAST CORNER OF HARPER AVE AND ANITA
 AB5953'ST.  18.940 M (62.139 FT) NORTHWEST FROM THE CENTER OF A FIRE HYDRANT
 AB5953'ON THE SOUTHEAST CORNER OF HARPER AVE AND ANITA STREET.
 AB5953
 AB5953                          STATION RECOVERY (2001)
 AB5953
 AB5953'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MRS)
 AB5953'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5954 ***********************************************************************
 AB5954  DESIGNATION -  82127
 AB5954  PID         -  AB5954
 AB5954  STATE/COUNTY-  MI/WAYNE
 AB5954  USGS QUAD   -  GROSSE POINTE (1983)
 AB5954
 AB5954                         *CURRENT SURVEY CONTROL
 AB5954  ___________________________________________________________________
 AB5954* NAD 83(1994)-  42 27 02.19273(N)    082 55 03.53465(W)     ADJUSTED  
 AB5954* NAVD 88     -       179.2    (meters)     588.     (feet)  GPS OBS   
 AB5954  ___________________________________________________________________
 AB5954  X           -     581,150.852 (meters)                     COMP
 AB5954  Y           -  -4,677,504.112 (meters)                     COMP
 AB5954  Z           -   4,282,765.718 (meters)                     COMP
 AB5954  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AB5954  ELLIP HEIGHT-         144.65  (meters)          (07/12/02) GPS OBS
 AB5954  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AB5954
 AB5954  HORZ ORDER  -  FIRST
 AB5954  ELLP ORDER  -  FOURTH    CLASS I
 AB5954
 AB5954.The horizontal coordinates were established by GPS observations
 AB5954.and adjusted by the National Geodetic Survey in February 1997..
 AB5954
 AB5954.The orthometric height was determined by GPS observations and a
 AB5954.high-resolution geoid model.
 AB5954
 AB5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5954
 AB5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5954
 AB5954.The ellipsoidal height was determined by GPS observations
 AB5954.and is referenced to NAD 83.
 AB5954
 AB5954.The geoid height was determined by GEOID03.
 AB5954
 AB5954;                    North         East     Units Scale Factor Converg.
 AB5954;SPC MI S     -   106,617.051 4,119,187.978   MT  0.99993545   +0 59 10.0
 AB5954;SPC MI S     -   349,793.47 13,514,396.25   iFT  0.99993545   +0 59 10.0
 AB5954;UTM  17      - 4,701,590.312   342,307.619   MT  0.99990596   -1 17 40.5
 AB5954
 AB5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5954!SPC MI S     -   0.99997731  x   0.99993545  =   0.99991277
 AB5954!UTM  17      -   0.99997731  x   0.99990596  =   0.99988328
 AB5954
 AB5954:                Primary Azimuth Mark                     Grid Az
 AB5954:SPC MI S     -  82126                                    161 34 12.9
 AB5954:UTM  17      -  82126                                    163 51 03.4
 AB5954
 AB5954|---------------------------------------------------------------------|
 AB5954| PID    Reference Object                     Distance      Geod. Az  |
 AB5954|                                                           dddmmss.s |
 AB5954| AB5953 82126                               419.761 METERS 1623322.9 |
 AB5954|---------------------------------------------------------------------|
 AB5954
 AB5954                          SUPERSEDED SURVEY CONTROL
 AB5954
 AB5954  ELLIP H (02/03/97)  144.70   (m)                       GP(       ) 4 1
 AB5954  NAD 83(1986)-  42 27 02.19705(N)    082 55 03.56683(W) AD(       ) 1
 AB5954
 AB5954.Superseded values are not recommended for survey control.
 AB5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5954.See file dsdata.txt to determine how the superseded data were derived.
 AB5954
 AB5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4230801590(NAD 83)
 AB5954_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5954_STAMPING: 82127 1985
 AB5954_MARK LOGO: MIDT  
 AB5954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5954+STABILITY: SURFACE MOTION
 AB5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5954+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2005
 AB5954
 AB5954  HISTORY     - Date     Condition        Report By
 AB5954  HISTORY     - 1985     MONUMENTED       MIDT
 AB5954  HISTORY     - 19971028 GOOD             LOCENG
 AB5954  HISTORY     - 20051005 GOOD             USPSQD
 AB5954
 AB5954                          STATION DESCRIPTION
 AB5954
 AB5954'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 AB5954'STATION IS LOCATED IN QUAD 420823 AND ON THE GROSSE POINTE QUADRANGLE
 AB5954'MAP.  IT IS IN PRIVATE CLAIM 576, T-1-S, R-13-E, IN THE CITY OF HARPER
 AB5954'WOODS.  STATION IS ON THE WEST SIDE OF INTERSTATE HIGHWAY 94 AND ON
 AB5954'THE SOUTH SIDE OF EIGHT MILE ROAD, NEAR THE NORTH COUNTY LINE AND NEAR
 AB5954'THE SOUTHWEST CORNER OF BRIDGE CARRYING EIGHT MILE ROAD OVER
 AB5954'INTERSTATE HIGHWAY 94.  STATION IS ABOUT 8 MI (12.9 KM) NORTHEAST OF
 AB5954'HAMTRAMCK, 6.5 MI (10.5 KM) SOUTHEAST OF THE CENTER OF CITY OF WARREN,
 AB5954'13.5 MI (21.7 KM) SOUTHEAST OF UTICA AND 10.5 MI (16.9 KM)
 AB5954'SOUTH-SOUTHWEST OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE POST
 AB5954'OFFICE IN SAINT CLAIR SHORES, ON GREATER MACK AVENUE, JUST SOUTH OF
 AB5954'NINE MILE ROAD, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK AVENUE TO
 AB5954'NINE MILE ROAD.  TURN LEFT AND GO WEST 0.5 MI (0.8 KM) ALONG NINE MILE
 AB5954'ROAD TO HARPER AVENUE.  TURN LEFT AND GO SOUTHWEST 1.0 MI (1.6 KM)
 AB5954'ALONG HARPER AVENUE TO EIGHT MILE ROAD.  TURN RIGHT AND GO WEST 0.1 MI
 AB5954'(0.2 KM) ALONG EIGHT MILE ROAD TO INTERSTATE HIGHWAY 94, CONTINUE
 AB5954'GOING WEST ABOUT 100 FT (30.5 M) ALONG EIGHT MILE ROAD TO THE
 AB5954'SOUTHWEST CORNER OF BRIDGE OVER INTERSTATE HIGHWAY 94 AND STATION ON
 AB5954'THE LEFT AS DESCRIBED.  STATION IS 10.4 FT (3.2 M) SOUTH FROM CENTER
 AB5954'OF MANHOLE COVER IN SIDEWALK, 5.5 FT (1.7 M) SOUTH FROM SOUTHWEST
 AB5954'CORNER OF CONCRETE BASE FOR SIGNAL UTILITY POLE, 41.2 FT (12.6 M)
 AB5954'NORTH FROM CENTER OF MANHOLE IN PAVEMENT FOR INTERSTATE HIGHWAY 94
 AB5954'WESTBOUND COLLECTOR-DISTRIBUTOR ROADWAY, 21.4 FT (6.5 M) EAST FROM
 AB5954'CENTER OF PAVEMENT FOR THE INTERSTATE HIGHWAY 94 WESTBOUND
 AB5954'COLLECTER-DISTRIBUTOR ROADWAY.  THERE IS NO WITNESS POST WITH SIGN.
 AB5954
 AB5954                          STATION RECOVERY (1997)
 AB5954
 AB5954'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5954'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS. STATION IS 3.200 M
 AB5954'(10.499 FT) SOUTH FROM THE CENTER OF A MANHOLE COVER IN THE SIDEWALK
 AB5954'1.700 M (5.577 FT) SOUTH FROM THE SOUTHWEST CORNER OF THE CONCRETE
 AB5954'BASE OF A SIGNAL UTILITY POLE.  12.600 M (41.338 FT) NORTH FROM THE
 AB5954'CENTER OF A MANHOLE IN THE PAVEMENT.  6.500 M (21.325 FT) EAST FROM
 AB5954'THE CENTER OF PAVEMENT OF THE SOUTH BOUND SERVICE DRIVE OF I-94
 AB5954
 AB5954                          STATION RECOVERY (2005)
 AB5954
 AB5954'RECOVERY NOTE BY US POWER SQUADRON 2005 (TCD)
 AB5954'RECOVERED AS DESCRIBED, WITNESS POST 2.5' WEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0538 ***********************************************************************
 NF0538  DESIGNATION -  822
 NF0538  PID         -  NF0538
 NF0538  STATE/COUNTY-  MI/KALAMAZOO
 NF0538  USGS QUAD   -  PORTAGE (1979)
 NF0538
 NF0538                         *CURRENT SURVEY CONTROL
 NF0538  ___________________________________________________________________
 NF0538* NAD 83(1986)-  42 14 42.     (N)    085 34 34.     (W)     SCALED    
 NF0538* NAVD 88     -       250.513  (meters)     821.89   (feet)  ADJUSTED  
 NF0538  ___________________________________________________________________
 NF0538  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0538  DYNAMIC HT  -         250.435 (meters)     821.64  (feet)  COMP
 NF0538  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NF0538
 NF0538  VERT ORDER  -  FIRST     CLASS II
 NF0538
 NF0538.The horizontal coordinates were scaled from a topographic map and have
 NF0538.an estimated accuracy of +/- 6 seconds.
 NF0538
 NF0538.The orthometric height was determined by differential leveling
 NF0538.and adjusted by the National Geodetic Survey in June 1991..
 NF0538
 NF0538.The geoid height was determined by GEOID03.
 NF0538
 NF0538.The dynamic height is computed by dividing the NAVD 88
 NF0538.geopotential number by the normal gravity value computed on the
 NF0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0538.degrees latitude (g = 980.6199 gals.).
 NF0538
 NF0538.The modeled gravity was interpolated from observed gravity values.
 NF0538
 NF0538;                    North         East    Units  Estimated Accuracy
 NF0538;SPC MI S     -    83,470.    3,900,190.      MT  (+/- 180 meters Scaled)
 NF0538
 NF0538                          SUPERSEDED SURVEY CONTROL
 NF0538
 NF0538.No superseded survey control is available for this station.
 NF0538
 NF0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM174779(NAD 83)
 NF0538_MARKER: P = PIPE CAP
 NF0538_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0538_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0538_STAMPING: MICH 822
 NF0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0538
 NF0538  HISTORY     - Date     Condition        Report By
 NF0538  HISTORY     - UNK      MONUMENTED       USGS
 NF0538  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0538  HISTORY     - 19970304 MARK NOT FOUND   USPSQD
 NF0538
 NF0538                          STATION DESCRIPTION
 NF0538
 NF0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0538'3.4 MI S FROM KALAMAZOO.
 NF0538'3.4 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NF0538'STATION AT KALAMAZOO, KALAMAZOO COUNTY, AT THE CROSSING OF AN
 NF0538'EAST-AND-WEST ROAD BOUNDING MILHAM CITY PARK ON THE SOUTH, 32
 NF0538'FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 24.2 FEET WEST
 NF0538'OF THE WEST RAIL.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NF0538'CAP, STAMPED MICH 822 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 NF0538'IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 NF0538
 NF0538                          STATION RECOVERY (1997)
 NF0538
 NF0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1557 ***********************************************************************
 NE1557  DESIGNATION -  82200
 NE1557  PID         -  NE1557
 NE1557  STATE/COUNTY-  MI/WAYNE
 NE1557  USGS QUAD   -  WYANDOTTE (1981)
 NE1557
 NE1557                         *CURRENT SURVEY CONTROL
 NE1557  ___________________________________________________________________
 NE1557* NAD 83(1994)-  42 09 16.18162(N)    083 14 33.89933(W)     ADJUSTED  
 NE1557* NAVD 88     -       189.6    (meters)     622.     (feet)  GPS OBS   
 NE1557  ___________________________________________________________________
 NE1557  X           -     557,206.833 (meters)                     COMP
 NE1557  Y           -  -4,702,718.446 (meters)                     COMP
 NE1557  Z           -   4,258,445.038 (meters)                     COMP
 NE1557  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 NE1557  ELLIP HEIGHT-         154.92  (meters)          (07/17/02) GPS OBS
 NE1557  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE1557
 NE1557  HORZ ORDER  -  FIRST
 NE1557  ELLP ORDER  -  FOURTH    CLASS I
 NE1557
 NE1557.The horizontal coordinates were established by GPS observations
 NE1557.and adjusted by the National Geodetic Survey in February 1997..
 NE1557
 NE1557.The orthometric height was determined by GPS observations and a
 NE1557.high-resolution geoid model.
 NE1557
 NE1557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1557
 NE1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1557
 NE1557.The ellipsoidal height was determined by GPS observations
 NE1557.and is referenced to NAD 83.
 NE1557
 NE1557.The geoid height was determined by GEOID03.
 NE1557
 NE1557;                    North         East     Units Scale Factor Converg.
 NE1557;SPC MI S     -    73,320.598 4,092,887.871   MT  0.99998754   +0 45 53.5
 NE1557;SPC MI S     -   240,553.14 13,428,109.81   iFT  0.99998754   +0 45 53.5
 NE1557;UTM  17      - 4,669,364.376   314,705.977   MT  1.00002248   -1 30 20.2
 NE1557
 NE1557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1557!SPC MI S     -   0.99997570  x   0.99998754  =   0.99996324
 NE1557!UTM  17      -   0.99997570  x   1.00002248  =   0.99999818
 NE1557
 NE1557                          SUPERSEDED SURVEY CONTROL
 NE1557
 NE1557  ELLIP H (02/03/97)  154.97   (m)                       GP(       ) 4 1
 NE1557  NAD 83(1986)-  42 09 16.18922(N)    083 14 33.92926(W) AD(       ) 1
 NE1557  NAD 83(1986)-  42 09 16.18712(N)    083 14 33.92626(W) AD(       ) 1
 NE1557  NGVD 29 (03/27/91)  189.5    (m)          622.     (f) GPS OBS        
 NE1557
 NE1557.Superseded values are not recommended for survey control.
 NE1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1557.See file dsdata.txt to determine how the superseded data were derived.
 NE1557
 NE1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1470669364(NAD 83)
 NE1557_MARKER: DS = TRIANGULATION STATION DISK
 NE1557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1557_SP_SET: CONCRETE POST
 NE1557_STAMPING: 82200 1989
 NE1557_MARK LOGO: MIDT  
 NE1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1557+STABILITY: SURFACE MOTION
 NE1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1557+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 NE1557
 NE1557  HISTORY     - Date     Condition        Report By
 NE1557  HISTORY     - UNK      MONUMENTED
 NE1557  HISTORY     - 19900122 GOOD             NGS
 NE1557  HISTORY     - 20010905 GOOD             INDIV
 NE1557  HISTORY     - 20050718 GOOD             ADVGEO
 NE1557
 NE1557                          STATION DESCRIPTION
 NE1557
 NE1557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1557'THE STATION IS LOCATED IN QUAD. 420832, IN BROWNSTOWN TOWNSHIP, IN THE
 NE1557'NORTHWEST 1/4 OF SECTION 15, T-4-S, R-10-E. IN THE WYANDOTTE
 NE1557'QUADRANGLE.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1557'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1557'WILL CARLETON ROAD (EXIT 8), ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1557'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1557'BEAR RIGHT AND GO NORTHEAST ON THE EXIT RAMP FOR 0.69 KM (0.45 MI) TO
 NE1557'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.71 KM
 NE1557'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1557'1.59 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD
 NE1557'FOR 4.79 KM (3.00 MI) TO A CROSSROAD.  CONTINUE EAST ON KING ROAD FOR
 NE1557'3.22 KM (2.00 MI) TO A CROSSROAD.  CONTINUE EAST ON KING ROAD FOR 0.88
 NE1557'KM (0.55 MI) TO THE SOUTHWEST END OF THE INTERSTATE HIGHWAY 275
 NE1557'OVERPASS BRIDGE AND THE STATION ON THE RIGHT.
 NE1557'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1557'CONCRETE POST AND IS FLUSH WITH THE PAVEMENT.  LOCATED 4.3 M
 NE1557'(14.1 FT) SOUTH-SOUTHEAST FROM THE CENTER OF KING ROAD, 3.8 M
 NE1557'(12.5 FT) NORTH OF THE WEST END OF THE CONCRETE BRIDGE ABUTMENT, 2.4 M
 NE1557'(7.9 FT) NORTHWEST FROM A METAL GUARDRAIL, 1.9 M (6.2 FT) WEST OF THE
 NE1557'WEST EDGE OF THE CONCRETE BRIDGE DECK, 0.9 M (3.0 FT) NORTHWEST OF THE
 NE1557'NORTH END OF A CONCRETE GUTTER PAN AND 2.43 M (8.0 FT) NORTH FROM A
 NE1557'METAL WITNESS POST.
 NE1557'DESCRIBED BY E.J. HANSMANN.
 NE1557
 NE1557                          STATION RECOVERY (2001)
 NE1557
 NE1557'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1557'KING ROAD HAS BEEN PAVED SINCE THE LAST RECOVERY OF THIS MARK.  THE
 NE1557'MARK IS LOCATED ON THE PAVED SIDE OF THE ROAD, ABOUT 2 INCHES BELOW
 NE1557'THE SURFACE.  A 5 INCH HOLE HAS BEEN LEFT IN THE PAVING MATERIAL AND
 NE1557'DIRT FILLS THE HOLE COVERING THE MARK.  THE METAL WITNESS POST STILL
 NE1557'REMAINS.
 NE1557
 NE1557                          STATION RECOVERY (2005)
 NE1557
 NE1557'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1558 ***********************************************************************
 NE1558  DESIGNATION -  82201
 NE1558  PID         -  NE1558
 NE1558  STATE/COUNTY-  MI/WAYNE
 NE1558  USGS QUAD   -  FLAT ROCK NE (1980)
 NE1558
 NE1558                         *CURRENT SURVEY CONTROL
 NE1558  ___________________________________________________________________
 NE1558* NAD 83(1994)-  42 09 12.94404(N)    083 15 11.71580(W)     ADJUSTED  
 NE1558* NAVD 88     -       185.9    (meters)     610.     (feet)  GPS OBS   
 NE1558  ___________________________________________________________________
 NE1558  X           -     556,352.188 (meters)                     COMP
 NE1558  Y           -  -4,702,884.417 (meters)                     COMP
 NE1558  Z           -   4,258,368.531 (meters)                     COMP
 NE1558  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 NE1558  ELLIP HEIGHT-         151.27  (meters)          (07/17/02) GPS OBS
 NE1558  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE1558
 NE1558  HORZ ORDER  -  FIRST
 NE1558  ELLP ORDER  -  FOURTH    CLASS I
 NE1558
 NE1558.The horizontal coordinates were established by GPS observations
 NE1558.and adjusted by the National Geodetic Survey in February 1997..
 NE1558
 NE1558.The orthometric height was determined by GPS observations and a
 NE1558.high-resolution geoid model.
 NE1558
 NE1558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1558
 NE1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1558
 NE1558.The ellipsoidal height was determined by GPS observations
 NE1558.and is referenced to NAD 83.
 NE1558
 NE1558.The geoid height was determined by GEOID03.
 NE1558
 NE1558;                    North         East     Units Scale Factor Converg.
 NE1558;SPC MI S     -    73,209.178 4,092,021.076   MT  0.99998774   +0 45 27.8
 NE1558;SPC MI S     -   240,187.59 13,425,266.00   iFT  0.99998774   +0 45 27.8
 NE1558;UTM  17      - 4,669,287.380   313,835.416   MT  1.00002646   -1 30 45.5
 NE1558
 NE1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1558!SPC MI S     -   0.99997628  x   0.99998774  =   0.99996402
 NE1558!UTM  17      -   0.99997628  x   1.00002646  =   1.00000273
 NE1558
 NE1558                          SUPERSEDED SURVEY CONTROL
 NE1558
 NE1558  ELLIP H (02/03/97)  151.32   (m)                       GP(       ) 4 1
 NE1558  NAD 83(1986)-  42 09 12.95168(N)    083 15 11.74561(W) AD(       ) 1
 NE1558  NAD 83(1986)-  42 09 12.94960(N)    083 15 11.74270(W) AD(       ) 1
 NE1558  NGVD 29 (03/27/91)  185.8    (m)          610.     (f) GPS OBS        
 NE1558
 NE1558.Superseded values are not recommended for survey control.
 NE1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1558.See file dsdata.txt to determine how the superseded data were derived.
 NE1558
 NE1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1383569287(NAD 83)
 NE1558_MARKER: DD = SURVEY DISK
 NE1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1558_SP_SET: CONCRETE POST
 NE1558_STAMPING: 82201 1989
 NE1558_MARK LOGO: MIDT  
 NE1558_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1558+STABILITY: SURFACE MOTION
 NE1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1558+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 NE1558
 NE1558  HISTORY     - Date     Condition        Report By
 NE1558  HISTORY     - 1989     MONUMENTED       MIDT
 NE1558  HISTORY     - 19900124 GOOD             NGS
 NE1558  HISTORY     - 19930518 GOOD             LOCENG
 NE1558  HISTORY     - 20010904 MARK NOT FOUND   INDIV
 NE1558
 NE1558                          STATION DESCRIPTION
 NE1558
 NE1558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1558'THE STATION IS LOCATED IN QUAD. 42832, IN BROWNSTOWN TOWERSHIP, IN THE
 NE1558'NORTHEAST 1/4 OF SECTION 16, T-4-S, R-10-E, ON THE FLAT ROCK
 NE1558'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1558'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1558'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1558'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1558'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1558'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.7 KM
 NE1558'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1558'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD
 NE1558'FOR 4.8 KM (3.00 MI) TO A CROSSROAD (INKSTER ROAD).  CONTINUE EAST ON
 NE1558'KING ROAD FOR 3.22 KM (2.00 MI) TO TOLEDO ROAD AND THE STATION ON THE
 NE1558'RIGHT IN THE SOUTHEST QUADRANT OF THE INTERSECTION.
 NE1558'THE STATION IS A STANDARD MIDOT DISK, SET IN THE TOP OF A 30 CM ROUND
 NE1558'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 33.0 M
 NE1558'(108.3 FT) SOUTHWEST FROM THE CENTER OF KING ROAD, 16.8 M (55.1 FT)
 NE1558'SOUTHWEST FROM A UTILITY POLE, 14.8 M (48.6 FT) EAST-SOUTHEAST FROM
 NE1558'THE CENTER OF TOLEDO ROAD, 13.7 M (44.9 FT) FROM A POST WITH NO
 NE1558'PARKING SIGN, 11.7 M (38.4 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 NE1558'SOUTHWEST ONE OF TWO 24 INCH MANHOLE COVERS AND 0.6 M (2.0 FT) WEST
 NE1558'FROM A METAL WITNESS POST.
 NE1558'DESCRIBED BY E.J. HANSMANN.
 NE1558
 NE1558                          STATION RECOVERY (1993)
 NE1558
 NE1558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1558'RECOVERED AS DESCRIBED.
 NE1558
 NE1558                          STATION RECOVERY (2001)
 NE1558
 NE1558'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1558'IF THE MARK IS STILL THERE IT MUST BE WELL BELOW GRADE.  THERE IS NO
 NE1558'SIGN OF IT FOLLOWING THE MEASURMENTS LISTED IN THE 1993 RECOVERY
 NE1558'RECORD. THE WITNESS POST IS ALSO NOT PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1559 ***********************************************************************
 NE1559  DESIGNATION -  82202
 NE1559  PID         -  NE1559
 NE1559  STATE/COUNTY-  MI/WAYNE
 NE1559  USGS QUAD   -  FLAT ROCK NE (1980)
 NE1559
 NE1559                         *CURRENT SURVEY CONTROL
 NE1559  ___________________________________________________________________
 NE1559* NAD 83(1994)-  42 09 06.98889(N)    083 18 18.95960(W)     ADJUSTED  
 NE1559* NAVD 88     -       188.4    (meters)     618.     (feet)  GPS OBS   
 NE1559  ___________________________________________________________________
 NE1559  X           -     552,097.348 (meters)                     COMP
 NE1559  Y           -  -4,703,511.819 (meters)                     COMP
 NE1559  Z           -   4,258,233.966 (meters)                     COMP
 NE1559  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 NE1559  ELLIP HEIGHT-         153.74  (meters)          (07/17/02) GPS OBS
 NE1559  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE1559
 NE1559  HORZ ORDER  -  FIRST
 NE1559  ELLP ORDER  -  FOURTH    CLASS I
 NE1559
 NE1559.The horizontal coordinates were established by GPS observations
 NE1559.and adjusted by the National Geodetic Survey in February 1997..
 NE1559
 NE1559.The orthometric height was determined by GPS observations and a
 NE1559.high-resolution geoid model.
 NE1559
 NE1559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1559
 NE1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1559
 NE1559.The ellipsoidal height was determined by GPS observations
 NE1559.and is referenced to NAD 83.
 NE1559
 NE1559.The geoid height was determined by GEOID03.
 NE1559
 NE1559;                    North         East     Units Scale Factor Converg.
 NE1559;SPC MI S     -    72,969.931 4,087,724.934   MT  0.99998811   +0 43 20.3
 NE1559;SPC MI S     -   239,402.66 13,411,171.04   iFT  0.99998811   +0 43 20.3
 NE1559;UTM  17      - 4,669,218.488   309,532.961   MT  1.00004640   -1 32 51.1
 NE1559
 NE1559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1559!SPC MI S     -   0.99997589  x   0.99998811  =   0.99996400
 NE1559!UTM  17      -   0.99997589  x   1.00004640  =   1.00002229
 NE1559
 NE1559                          SUPERSEDED SURVEY CONTROL
 NE1559
 NE1559  ELLIP H (02/03/97)  153.79   (m)                       GP(       ) 4 1
 NE1559  NAD 83(1986)-  42 09 06.99655(N)    083 18 18.98892(W) AD(       ) 1
 NE1559  NAD 83(1986)-  42 09 06.99449(N)    083 18 18.98645(W) AD(       ) 1
 NE1559  NGVD 29 (03/27/91)  188.2    (m)          617.     (f) GPS OBS        
 NE1559
 NE1559.Superseded values are not recommended for survey control.
 NE1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1559.See file dsdata.txt to determine how the superseded data were derived.
 NE1559
 NE1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0953369218(NAD 83)
 NE1559_MARKER: DS = TRIANGULATION STATION DISK
 NE1559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1559_SP_SET: CONCRETE POST
 NE1559_STAMPING: 82202 1989
 NE1559_MARK LOGO: MIDT  
 NE1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1559+STABILITY: SURFACE MOTION
 NE1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1559+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 NE1559
 NE1559  HISTORY     - Date     Condition        Report By
 NE1559  HISTORY     - UNK      MONUMENTED
 NE1559  HISTORY     - 19900124 GOOD             NGS
 NE1559
 NE1559                          STATION DESCRIPTION
 NE1559
 NE1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1559'THE STATION IS LOCATED IN QUAD. 420832, IN BROWNSTOWN TOWNSHIP, IN THE
 NE1559'NORTHWEST CORNER OF SECTION 18, T-4-S, R-10-E AND ON THE FLAT ROCK
 NE1559'QUADRANGLE MAP.  OWNERSHIP MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1559'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1559'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1559'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1559'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1559'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.7 KM
 NE1559'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1559'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD
 NE1559'FOR 4.8 KM (3.00 MI) TO INKSTER ROAD AND THE STATION ON THE RIGHT IN
 NE1559'THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 NE1559'THE STATION IS A STANDARD MIDOT DISK, SET IN THE TOP OF A 30 CM ROUND
 NE1559'CONCRETE POST THAT IS RECESSED 25 CM BELOW THE GROUND.  LOCATED 25.0 M
 NE1559'(82.0 FT) SOUTH FROM THE CENTER OF KING ROAD, 13.9 M (45.6 FT) SOUTH
 NE1559'FROM A UTILITY POLE, 9.0 M (29.5 FT) EAST FROM THE CENTER OF INKSTER
 NE1559'ROAD, 7.7 M (25.3 FT) WEST-SOUTHWEST FROM A METAL POLE USED FOR
 NE1559'FENCING UP GRAPEVINES, 6.3 M (20.7 FT) NORTH-NORTHWEST FROM THE CENTER
 NE1559'OF A METAL MANHOLE COVER.
 NE1559'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1560 ***********************************************************************
 NE1560  DESIGNATION -  82203
 NE1560  PID         -  NE1560
 NE1560  STATE/COUNTY-  MI/WAYNE
 NE1560  USGS QUAD   -  FLAT ROCK NE (1980)
 NE1560
 NE1560                         *CURRENT SURVEY CONTROL
 NE1560  ___________________________________________________________________
 NE1560* NAD 83(1994)-  42 08 39.22664(N)    083 18 18.50918(W)     ADJUSTED  
 NE1560* NAVD 88     -       187.3    (meters)     615.     (feet)  GPS OBS   
 NE1560  ___________________________________________________________________
 NE1560  X           -     552,174.543 (meters)                     COMP
 NE1560  Y           -  -4,704,080.748 (meters)                     COMP
 NE1560  Z           -   4,257,598.159 (meters)                     COMP
 NE1560  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 NE1560  ELLIP HEIGHT-         152.69  (meters)          (07/17/02) GPS OBS
 NE1560  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NE1560
 NE1560  HORZ ORDER  -  FIRST
 NE1560  ELLP ORDER  -  FOURTH    CLASS I
 NE1560
 NE1560.The horizontal coordinates were established by GPS observations
 NE1560.and adjusted by the National Geodetic Survey in February 1997..
 NE1560
 NE1560.The orthometric height was determined by GPS observations and a
 NE1560.high-resolution geoid model.
 NE1560
 NE1560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1560
 NE1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1560
 NE1560.The ellipsoidal height was determined by GPS observations
 NE1560.and is referenced to NAD 83.
 NE1560
 NE1560.The geoid height was determined by GEOID03.
 NE1560
 NE1560;                    North         East     Units Scale Factor Converg.
 NE1560;SPC MI S     -    72,113.549 4,087,746.074   MT  0.99998982   +0 43 20.6
 NE1560;SPC MI S     -   236,593.01 13,411,240.40   iFT  0.99998982   +0 43 20.6
 NE1560;UTM  17      - 4,668,361.892   309,520.168   MT  1.00004646   -1 32 50.0
 NE1560
 NE1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1560!SPC MI S     -   0.99997605  x   0.99998982  =   0.99996587
 NE1560!UTM  17      -   0.99997605  x   1.00004646  =   1.00002251
 NE1560
 NE1560                          SUPERSEDED SURVEY CONTROL
 NE1560
 NE1560  ELLIP H (02/03/97)  152.73   (m)                       GP(       ) 4 1
 NE1560  NAD 83(1986)-  42 08 39.23442(N)    083 18 18.53848(W) AD(       ) 1
 NE1560  NAD 83(1986)-  42 08 39.23229(N)    083 18 18.53602(W) AD(       ) 1
 NE1560  NAD 27      -  42 08 39.08596(N)    083 18 18.78972(W) AD(       ) 1
 NE1560  NGVD 29 (03/27/91)  187.2    (m)          614.     (f) GPS OBS        
 NE1560
 NE1560.Superseded values are not recommended for survey control.
 NE1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1560.See file dsdata.txt to determine how the superseded data were derived.
 NE1560
 NE1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0952068362(NAD 83)
 NE1560_MARKER: DD = SURVEY DISK
 NE1560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1560_SP_SET: CONCRETE POST
 NE1560_STAMPING: 82203 1989
 NE1560_MARK LOGO: MIDT  
 NE1560_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1560+STABILITY: SURFACE MOTION
 NE1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1560+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 NE1560
 NE1560  HISTORY     - Date     Condition        Report By
 NE1560  HISTORY     - 1989     MONUMENTED       MIDT
 NE1560  HISTORY     - 19900122 GOOD             NGS
 NE1560  HISTORY     - 19930518 GOOD             LOCENG
 NE1560
 NE1560                          STATION DESCRIPTION
 NE1560
 NE1560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1560'THE STATION IS LOCATED IN QUAD. 420832, IN HURON TOWNSHIP, IN THE
 NE1560'SOUTHEAST 1/4 OF SECTION 13, T-4-S, R-10-E AND ON THE FLAT ROCK
 NE1560'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1560'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1560'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1560'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1560'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1560'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY FOR 1.7 KM (1.05 MI) TO
 NE1560'A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR 1.6 KM
 NE1560'(1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON KING ROAD FOR 4.8
 NE1560'KM (3.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON INKSTER ROAD
 NE1560'FOR 0.89 KM (0.55 MI) TO THE STATION ON THE RIGHT JUST AFTER PASSING
 NE1560'THE ENTRANCE ROAD TO THE HURON ESTATES MOBILE HOME PARK AND JUST
 NE1560'BEFORE CROSSING THE RAILROAD TRACKS.
 NE1560'THE STATION IS A STANDARD MIDOT DISK, SET IN THE TOP OF A 35 CM ROUND
 NE1560'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 52.1 M
 NE1560'(170.9 FT) NORTH FROM THE NORTH RAIL OF THE RAILROAD TRACKS, 9.5 M
 NE1560'(31.2 FT) SOUTH FROM THE CENTER OF THE SOUTH ENTRANCE ROAD TO THE
 NE1560'MOBLE HOME PARK, 7.8 M (25.6 FT) WEST FROM THE CENTER OF INKSTER ROAD,
 NE1560'5.0 M (16.4 FT) SOUTHEAST FROM A STOP SIGN, 2.0 M (6.6 FT) NORTHWEST
 NE1560'FROM AN OPEN DRAIN HOLE, 1.2 M (3.9 FT) WEST FROM THE WEST CURB OF
 NE1560'INKSTER ROAD AND 0.6 M (2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1560'DESCRIBED BY E.J. HANSMANN.
 NE1560
 NE1560                          STATION RECOVERY (1993)
 NE1560
 NE1560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1560'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1561 ***********************************************************************
 NE1561  DESIGNATION -  82204
 NE1561  PID         -  NE1561
 NE1561  STATE/COUNTY-  MI/WAYNE
 NE1561  USGS QUAD   -  BELLEVILLE (1980)
 NE1561
 NE1561                         *CURRENT SURVEY CONTROL
 NE1561  ___________________________________________________________________
 NE1561* NAD 83(1994)-  42 09 05.85395(N)    083 22 58.24537(W)     ADJUSTED  
 NE1561* NAVD 88     -       198.8    (meters)     652.     (feet)  GPS OBS   
 NE1561  ___________________________________________________________________
 NE1561  X           -     545,731.814 (meters)                     COMP
 NE1561  Y           -  -4,704,286.074 (meters)                     COMP
 NE1561  Z           -   4,258,214.997 (meters)                     COMP
 NE1561  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 NE1561  ELLIP HEIGHT-         164.16  (meters)          (07/12/02) GPS OBS
 NE1561  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 NE1561
 NE1561  HORZ ORDER  -  FIRST
 NE1561  ELLP ORDER  -  FOURTH    CLASS I
 NE1561
 NE1561.The horizontal coordinates were established by GPS observations
 NE1561.and adjusted by the National Geodetic Survey in February 1997..
 NE1561
 NE1561.The orthometric height was determined by GPS observations and a
 NE1561.high-resolution geoid model.
 NE1561
 NE1561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1561
 NE1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1561
 NE1561.The ellipsoidal height was determined by GPS observations
 NE1561.and is referenced to NAD 83.
 NE1561
 NE1561.The geoid height was determined by GEOID03.
 NE1561
 NE1561;                    North         East     Units Scale Factor Converg.
 NE1561;SPC MI S     -    72,857.036 4,081,313.695   MT  0.99998818   +0 40 10.3
 NE1561;SPC MI S     -   239,032.27 13,390,136.79   iFT  0.99998818   +0 40 10.3
 NE1561;UTM  17      - 4,669,359.576   303,121.810   MT  1.00007696   -1 35 58.7
 NE1561
 NE1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1561!SPC MI S     -   0.99997425  x   0.99998818  =   0.99996243
 NE1561!UTM  17      -   0.99997425  x   1.00007696  =   1.00005121
 NE1561
 NE1561                          SUPERSEDED SURVEY CONTROL
 NE1561
 NE1561  ELLIP H (02/03/97)  164.20   (m)                       GP(       ) 4 1
 NE1561  NAD 83(1986)-  42 09 05.86156(N)    083 22 58.27286(W) AD(       ) 1
 NE1561  NAD 83(1986)-  42 09 05.85951(N)    083 22 58.27124(W) AD(       ) 1
 NE1561  NGVD 29 (03/27/91)  198.6    (m)          652.     (f) GPS OBS        
 NE1561
 NE1561.Superseded values are not recommended for survey control.
 NE1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1561.See file dsdata.txt to determine how the superseded data were derived.
 NE1561
 NE1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0312269360(NAD 83)
 NE1561_MARKER: DD = SURVEY DISK
 NE1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1561_SP_SET: CONCRETE POST
 NE1561_STAMPING: 82204 1989
 NE1561_MARK LOGO: MIDT  
 NE1561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1561+STABILITY: SURFACE MOTION
 NE1561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1561+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1994
 NE1561
 NE1561  HISTORY     - Date     Condition        Report By
 NE1561  HISTORY     - 1989     MONUMENTED       MIDT
 NE1561  HISTORY     - 19900122 GOOD             NGS
 NE1561  HISTORY     - 19930518 GOOD             LOCENG
 NE1561  HISTORY     - 19930518 GOOD             LOCENG
 NE1561  HISTORY     - 19940623 GOOD             MIDT
 NE1561
 NE1561                          STATION DESCRIPTION
 NE1561
 NE1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1561'THE STATION IS LOCATED IN QUAD. 420832, IN HURON TOWNSHIP, IN THE
 NE1561'SOUTHWEST 1/4 OF SECTION 16, T-4-S, R-10-E, ON THE BELLEVILLE
 NE1561'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1561'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1561'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1561'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 7.4 KM (4.60 MI) TO EXIT 13.
 NE1561'BEAR RIGHT AND GO NORTHEAST ON THE EXIT ROAD FOR 0.7 KM (0.45 MI) TO
 NE1561'SIBLEY ROAD.  TURN RIGHT AND GO EAST ON SIBLEY ROAD FOR 1.7 KM
 NE1561'(1.05 MI) TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON VINING ROAD FOR
 NE1561'1.6 KM (1.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON KING ROAD
 NE1561'FOR 1.6 KM (1.00 MI) TO A BRIDGE OVER INTERSTATE HIGHWAY 275 AND THE
 NE1561'STATION ON THE LEFT.
 NE1561'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1561'CONCRETE POST THAT PROJECTS 2 CM ABOVE THE GROUND.  LOCATED 12.4 M
 NE1561'(40.7 FT) EAST FROM THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT, 8.5 M
 NE1561'(27.9 FT) SOUTH FROM THE CENTER OF KING ROAD, 7.0 M (23.0 FT) EAST
 NE1561'FROM AN 8 INCH METAL DOWNSPOUT, 1.2 M (3.9 FT) SOUTH FROM A METAL
 NE1561'GUARDRAIL AND 0.6 M (2.0 FT) NORTH FROM A METAL WITNESS POST.
 NE1561'DESCRIBED BY E.J. HANSMANN.
 NE1561
 NE1561                          STATION RECOVERY (1993)
 NE1561
 NE1561'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1561'RECOVERED AS DESCRIBED.
 NE1561
 NE1561                          STATION RECOVERY (1993)
 NE1561
 NE1561'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1561'RECOVERED AS DESCRIBED.
 NE1561
 NE1561                          STATION RECOVERY (1994)
 NE1561
 NE1561'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NE1561'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 NE1561'IS IN THE NORTHWEST 1/4 OF SECTION 16, T-4-S, R-9-E, HURON TOWNSHIP.
 NE1561'ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF BELLEVILLE, 9.0 MI (14.5 KM) SOUTH
 NE1561'OF WAYNE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE
 NE1561'OF INTERSTATE 275 AND INTERSTATE 94 ON THE NORTHWEST EDGE OF ROMULUS,
 NE1561'GO SOUTH ALONG INTERSTATE 275 FOR 4.6 MI (7.4 KM) TO SIBLEY ROAD EXIT.
 NE1561'GO EAST ALONG SIBLEY ROAD FOR 1.4 MI (2.3 KM) TO VINING ROAD, TURN
 NE1561'RIGHT AND GO SOUTH ALONG VINING ROAD FOR 1.0 MI (1.6 KM) TO KING ROAD
 NE1561'ON LEFT AND HURON RIVER DRIVE ON RIGHT. TURN RIGHT AND GO WEST ALONG
 NE1561'HURON RIVER DRIVE FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT ABOUT
 NE1561'52.0 FT (15.8 M) EAST FROM THE HURON RIVER DRIVE OVERPASS FOR
 NE1561'INTERSTATE 275. STATION IS 40.7 FT (12.4 M) EAST FROM THE SOUTHEAST
 NE1561'CORNER OF A BRIDGE ABUTMENT, 27.9 FT (8.5 M) SOUTH FROM THE CENTER OF
 NE1561'HURON RIVER DRIVE, 23.0 FT (7.0 M) EAST FROM AN 8-INCH METAL
 NE1561'DOWNSPOUT, 3.9 FT (1.2 M) SOUTH FROM A GAURDRAIL, AND 2.0 FT (0.6 M)
 NE1561'NORTH FROM A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1562 ***********************************************************************
 NE1562  DESIGNATION -  82205
 NE1562  PID         -  NE1562
 NE1562  STATE/COUNTY-  MI/WAYNE
 NE1562  USGS QUAD   -  BELLEVILLE (1980)
 NE1562
 NE1562                         *CURRENT SURVEY CONTROL
 NE1562  ___________________________________________________________________
 NE1562* NAD 83(1994)-  42 08 24.85682(N)    083 22 53.52250(W)     ADJUSTED  
 NE1562* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 NE1562  ___________________________________________________________________
 NE1562  X           -     545,936.658 (meters)                     COMP
 NE1562  Y           -  -4,705,110.677 (meters)                     COMP
 NE1562  Z           -   4,257,271.566 (meters)                     COMP
 NE1562  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 NE1562  ELLIP HEIGHT-         155.92  (meters)          (07/12/02) GPS OBS
 NE1562  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 NE1562
 NE1562  HORZ ORDER  -  FIRST
 NE1562  ELLP ORDER  -  FOURTH    CLASS I
 NE1562
 NE1562.The horizontal coordinates were established by GPS observations
 NE1562.and adjusted by the National Geodetic Survey in February 1997..
 NE1562
 NE1562.The orthometric height was determined by GPS observations and a
 NE1562.high-resolution geoid model.
 NE1562
 NE1562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1562
 NE1562.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1562
 NE1562.The ellipsoidal height was determined by GPS observations
 NE1562.and is referenced to NAD 83.
 NE1562
 NE1562.The geoid height was determined by GEOID03.
 NE1562
 NE1562;                    North         East     Units Scale Factor Converg.
 NE1562;SPC MI S     -    71,593.459 4,081,436.921   MT  0.99999072   +0 40 13.5
 NE1562;SPC MI S     -   234,886.68 13,390,541.08   iFT  0.99999072   +0 40 13.5
 NE1562;UTM  17      - 4,668,092.000   303,194.920   MT  1.00007660   -1 35 54.2
 NE1562
 NE1562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1562!SPC MI S     -   0.99997555  x   0.99999072  =   0.99996627
 NE1562!UTM  17      -   0.99997555  x   1.00007660  =   1.00005214
 NE1562
 NE1562                          SUPERSEDED SURVEY CONTROL
 NE1562
 NE1562  ELLIP H (02/03/97)  155.96   (m)                       GP(       ) 4 1
 NE1562  NAD 83(1986)-  42 08 24.86472(N)    083 22 53.55149(W) AD(       ) 1
 NE1562  NAD 83(1986)-  42 08 24.86257(N)    083 22 53.54985(W) AD(       ) 1
 NE1562  NGVD 29 (03/27/91)  190.4    (m)          625.     (f) GPS OBS        
 NE1562
 NE1562.Superseded values are not recommended for survey control.
 NE1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1562.See file dsdata.txt to determine how the superseded data were derived.
 NE1562
 NE1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0319568092(NAD 83)
 NE1562_MARKER: DD = SURVEY DISK
 NE1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1562_SP_SET: CONCRETE POST
 NE1562_STAMPING: 82205 1989
 NE1562_MARK LOGO: MIDT  
 NE1562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1562+STABILITY: SURFACE MOTION
 NE1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1562+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1994
 NE1562
 NE1562  HISTORY     - Date     Condition        Report By
 NE1562  HISTORY     - 1989     MONUMENTED       MIDT
 NE1562  HISTORY     - 19900122 GOOD             NGS
 NE1562  HISTORY     - 19930518 GOOD             LOCENG
 NE1562  HISTORY     - 19930518 GOOD             LOCENG
 NE1562  HISTORY     - 19940623 GOOD             MIDT
 NE1562
 NE1562                          STATION DESCRIPTION
 NE1562
 NE1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1562'THE STATION IS LOCATED IN QUAD. 420832, IN HURON TOWNSHIP, IN THE
 NE1562'SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 8, T-4-S, R-9-E, ON
 NE1562'THE BELLEVILLE QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NE1562'TRANSPORTATION.
 NE1562'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 275 AND
 NE1562'WILL CARLETON ROAD (EXIT 8) ABOUT 7.2 KM (4.45 MI) WEST OF FLAT ROCK,
 NE1562'GO NORTH ON INTERSTATE HIGHWAY 275 FOR 4.8 KM (3.00 MI) TO EXIT 11
 NE1562'OVERPASS FOR SOUTH HURON ROAD DRIVE.  CONTINUE NORTH ON INTERSTATE
 NE1562'HIGHWAY 275 FOR 0.3 KM (0.20 MI) TO THE STATION ON THE RIGHT JUST
 NE1562'REACHING THE END OF THE ENTRANCE RAMP OF SOUTH HURON ROAD DRIVE ONTO
 NE1562'THE NORTH BOUNDS LANES OF THE INTERSTATE HIGHWAY.
 NE1562'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1562'CONCRTETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 55.0 M
 NE1562'(180.4 FT) SOUTH FROM A MERGE SIGN AND POST, 41.5 M (136.2 FT) EAST
 NE1562'FROM THE CENTER OF THE NORTH BOUND LANES OF THE INTERSTATE HIGHWAY,
 NE1562'9.5 M (31.2 FT) WEST FROM THE CENTER OF THE ENTRANCE RAMP, 8.9 M
 NE1562'(29.2 FT) EAST FROM THE EAST END OF A 12 INCH CULVERT AND 0.6 M
 NE1562'(2.0 FT) EAST FROM A METAL WITNESS POST.
 NE1562'DESCRIBED BY E.J. HANSMANN.
 NE1562
 NE1562                          STATION RECOVERY (1993)
 NE1562
 NE1562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1562'RECOVERED AS DESCRIBED.
 NE1562
 NE1562                          STATION RECOVERY (1993)
 NE1562
 NE1562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1562'RECOVERED AS DESCRIBED.
 NE1562
 NE1562                          STATION RECOVERY (1994)
 NE1562
 NE1562'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NE1562'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 NE1562'IS IN THE SOUTHWEST 1/4 OF SECTION 16, T-4-S, R-9-E, HURON TOWNSHIP.
 NE1562'ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF BELLEVILLE, 10.0 MI (16.1 KM) SOUTH
 NE1562'OF WAYNE AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF
 NE1562'INTERSTATE 275 AND INTERSTATE 94 ON THE NORTHWEST EDGE OF ROMULUS, GO
 NE1562'SOUT ALONG INTERSTATE 275 FOR 6.7 MI (10.8 KM) TO SOUTH HURON ROAD
 NE1562'EXIT. GO EAST ALONG SOUTH HURON ROAD FOR 0.3 MI (0.5 KM) TO NORTHBOUND
 NE1562'INTERSTATE 275 ENTRANCE RAMP. GO NORTH FOR 0.25 MI (0.40 KM) TO THE
 NE1562'STATION ON THE LEFT IN THE APEX MADE BY THE RAMP AND NORTHBOUND
 NE1562'INTERSTATE 275 AS DESCRIBED. STATION IS 180.4 FT (55.0 M) SOUTH FROM A
 NE1562'MERGE SIGN AND POST, 136.2 FT (41.5 M) EAST FROM THE CENTER OF THE
 NE1562'NORTHBOUND LANE OF THE INTERSTATE, 31.2 FT (9.5 M) WEST FROM THE
 NE1562'CENTER OF THE ENTRANCE RAMP, 29.2 FT (8.9 M) EAST FROM THE EAST END OF
 NE1562'A 12 INCH CULVERT AND 2.0 FT (0.6 M) EAST FROM A METAL WITNESS POST
 NE1562'WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1563 ***********************************************************************
 NE1563  DESIGNATION -  82206
 NE1563  PID         -  NE1563
 NE1563  STATE/COUNTY-  MI/WAYNE
 NE1563  USGS QUAD   -  WYANDOTTE (1981)
 NE1563
 NE1563                         *CURRENT SURVEY CONTROL
 NE1563  ___________________________________________________________________
 NE1563* NAD 83(1994)-  42 08 38.57186(N)    083 11 17.65722(W)     ADJUSTED  
 NE1563* NAVD 88     -       178.7    (meters)     586.     (feet)  GPS OBS   
 NE1563  ___________________________________________________________________
 NE1563  X           -     561,772.185 (meters)                     COMP
 NE1563  Y           -  -4,702,951.333 (meters)                     COMP
 NE1563  Z           -   4,257,577.295 (meters)                     COMP
 NE1563  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NE1563  ELLIP HEIGHT-         143.92  (meters)          (07/17/02) GPS OBS
 NE1563  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE1563
 NE1563  HORZ ORDER  -  FIRST
 NE1563  ELLP ORDER  -  FOURTH    CLASS I
 NE1563
 NE1563.The horizontal coordinates were established by GPS observations
 NE1563.and adjusted by the National Geodetic Survey in February 1997..
 NE1563
 NE1563.The orthometric height was determined by GPS observations and a
 NE1563.high-resolution geoid model.
 NE1563
 NE1563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1563
 NE1563.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1563
 NE1563.The ellipsoidal height was determined by GPS observations
 NE1563.and is referenced to NAD 83.
 NE1563
 NE1563.The geoid height was determined by GEOID03.
 NE1563
 NE1563;                    North         East     Units Scale Factor Converg.
 NE1563;SPC MI S     -    72,221.894 4,097,409.030   MT  0.99998986   +0 48 07.0
 NE1563;SPC MI S     -   236,948.47 13,442,943.01   iFT  0.99998986   +0 48 07.0
 NE1563;UTM  17      - 4,668,087.383   319,180.164   MT  1.00000232   -1 28 07.3
 NE1563
 NE1563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1563!SPC MI S     -   0.99997743  x   0.99998986  =   0.99996729
 NE1563!UTM  17      -   0.99997743  x   1.00000232  =   0.99997975
 NE1563
 NE1563                          SUPERSEDED SURVEY CONTROL
 NE1563
 NE1563  ELLIP H (02/03/97)  143.96   (m)                       GP(       ) 4 1
 NE1563  NAD 83(1986)-  42 08 38.57954(N)    083 11 17.68769(W) AD(       ) 1
 NE1563  NAD 83(1986)-  42 08 38.57732(N)    083 11 17.68422(W) AD(       ) 1
 NE1563  NGVD 29 (03/27/91)  178.5    (m)          586.     (f) GPS OBS        
 NE1563
 NE1563.Superseded values are not recommended for survey control.
 NE1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1563.See file dsdata.txt to determine how the superseded data were derived.
 NE1563
 NE1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1918068087(NAD 83)
 NE1563_MARKER: DS = TRIANGULATION STATION DISK
 NE1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1563_SP_SET: CONCRETE POST
 NE1563_STAMPING: 82206 1989
 NE1563_MARK LOGO: MIDT  
 NE1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1563+STABILITY: SURFACE MOTION
 NE1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1563+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 NE1563
 NE1563  HISTORY     - Date     Condition        Report By
 NE1563  HISTORY     - UNK      MONUMENTED
 NE1563  HISTORY     - 19900122 GOOD             NGS
 NE1563  HISTORY     - 20010904 GOOD             INDIV
 NE1563
 NE1563                          STATION DESCRIPTION
 NE1563
 NE1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1563'THE STATION IS LOCATED IN QUAD. 420832, IN BROWNSTOWN TOWNSHIP, IN THE
 NE1563'SOUTHEAST 1/4 OF SECTION 13, T-4-N, R-10-E AND ON WYANDOTTE QUADRANGLE
 NE1563'MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1563'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND WEST
 NE1563'ROAD IN TRENTON, GO NORTH ON STATE HIGHWAY 85 FOR 0.35 KM (0.20 MI) TO
 NE1563'THE STATION ON THE LEFT, IN THE MEDIAN BETWEEN THE NORTH AND
 NE1563'SOUTHBOUND LANES OF STATE HIGHWAY 85.
 NE1563'THE STATION IS A STANDARD MIDOT DISK SET IN THE TOP OF A 35 CM ROUND
 NE1563'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  LOCATED 28.6 M
 NE1563'(93.8 FT) WEST-SOUTHWEST FROM A 20 INCH ELM TREE, 23.2 M (76.1 FT)
 NE1563'NORTHWEST FROM A FOUR-TRUNKED ASH TREE, 17.2 M (56.4 FT) EAST FROM THE
 NE1563'CENTER OF THE SOUTHBOUND LANES OF STATE HIGHWAY 85, 2.2 M (7.2 FT)
 NE1563'NORTH FROM A UTILITY BRACE POLE AND 0.6 M (2.0 FT) WEST FROM A METAL
 NE1563'WITNESS POST.
 NE1563'DESCRIBED BY E.J. HANSMANN.
 NE1563
 NE1563                          STATION RECOVERY (2001)
 NE1563
 NE1563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1563'THE METAL WITNESS POST IS ALSO IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1564 ***********************************************************************
 NE1564  DESIGNATION -  82207
 NE1564  PID         -  NE1564
 NE1564  STATE/COUNTY-  MI/WAYNE
 NE1564  USGS QUAD   -  WYANDOTTE (1981)
 NE1564
 NE1564                         *CURRENT SURVEY CONTROL
 NE1564  ___________________________________________________________________
 NE1564* NAD 83(1994)-  42 08 21.42688(N)    083 11 30.15216(W)     ADJUSTED  
 NE1564* NAVD 88     -       176.9    (meters)     580.     (feet)  GPS OBS   
 NE1564  ___________________________________________________________________
 NE1564  X           -     561,529.210 (meters)                     COMP
 NE1564  Y           -  -4,703,336.461 (meters)                     COMP
 NE1564  Z           -   4,257,183.818 (meters)                     COMP
 NE1564  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NE1564  ELLIP HEIGHT-         142.10  (meters)          (07/17/02) GPS OBS
 NE1564  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE1564
 NE1564  HORZ ORDER  -  FIRST
 NE1564  ELLP ORDER  -  FOURTH    CLASS I
 NE1564
 NE1564.The horizontal coordinates were established by GPS observations
 NE1564.and adjusted by the National Geodetic Survey in February 1997..
 NE1564
 NE1564.The orthometric height was determined by GPS observations and a
 NE1564.high-resolution geoid model.
 NE1564
 NE1564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1564
 NE1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1564
 NE1564.The ellipsoidal height was determined by GPS observations
 NE1564.and is referenced to NAD 83.
 NE1564
 NE1564.The geoid height was determined by GEOID03.
 NE1564
 NE1564;                    North         East     Units Scale Factor Converg.
 NE1564;SPC MI S     -    71,688.942 4,097,129.532   MT  0.99999093   +0 47 58.5
 NE1564;SPC MI S     -   235,199.94 13,442,026.02   iFT  0.99999093   +0 47 58.5
 NE1564;UTM  17      - 4,667,565.916   318,879.767   MT  1.00000366   -1 28 15.2
 NE1564
 NE1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1564!SPC MI S     -   0.99997771  x   0.99999093  =   0.99996864
 NE1564!UTM  17      -   0.99997771  x   1.00000366  =   0.99998137
 NE1564
 NE1564                          SUPERSEDED SURVEY CONTROL
 NE1564
 NE1564  ELLIP H (02/03/97)  142.15   (m)                       GP(       ) 4 1
 NE1564  NAD 83(1986)-  42 08 21.43464(N)    083 11 30.18259(W) AD(       ) 1
 NE1564  NAD 83(1986)-  42 08 21.43241(N)    083 11 30.17917(W) AD(       ) 1
 NE1564  NGVD 29 (03/27/91)  176.7    (m)          580.     (f) GPS OBS        
 NE1564
 NE1564.Superseded values are not recommended for survey control.
 NE1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1564.See file dsdata.txt to determine how the superseded data were derived.
 NE1564
 NE1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1888067566(NAD 83)
 NE1564_MARKER: DS = TRIANGULATION STATION DISK
 NE1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1564_SP_SET: CONCRETE POST
 NE1564_STAMPING: 82207 1989
 NE1564_MARK LOGO: MIDT  
 NE1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1564+STABILITY: SURFACE MOTION
 NE1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1564+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 NE1564
 NE1564  HISTORY     - Date     Condition        Report By
 NE1564  HISTORY     - UNK      MONUMENTED
 NE1564  HISTORY     - 19900124 GOOD             NGS
 NE1564  HISTORY     - 20010904 MARK NOT FOUND   INDIV
 NE1564
 NE1564                          STATION DESCRIPTION
 NE1564
 NE1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 NE1564'THE STATION IS LOCATED IN QUAD. 420832, IN THE NORTHEAST 1/4 OF
 NE1564'SECTION 24, T-4-S, R-10-E, IN BROWNSTOWN TOWNSHIP AND ON THE WYANDOTTE
 NE1564'QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1564'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 85 AND WEST
 NE1564'ROAD IN TRENTON, GO SOUTHWEST ON STATE HIGHWAY 85 FOR 0.25 KM
 NE1564'(0.15 MI) TO THE STATION ON THE LEFT IN THE GRASSY MEDIAN BETWEEN THE
 NE1564'NORTH AND SOUTHBOUND LANES OF STATE HIGHWAY 85.
 NE1564'THE STATION IS A STANDARD MIDOT DISK SET IN A DRILL HOLE IN TOP OF A
 NE1564'30 CM SQUARE CONCRETE POST THAT PROJECTS 70 CM ABOVE THE GROUND.
 NE1564'LOCATED 72.2 M (236.9 FT) SOUTH FROM THE CENTER OF A PAVED CROSSOVER
 NE1564'ROAD, 49.4 M (162.1 FT) NORTH FROM THE EAST END OF A 12 INCH CONCRETE
 NE1564'CULVERT UNDER THE SOUTHBOUND LANES OF STATE HIGHWAY 85, 16.5 M
 NE1564'(54.1 FT) SOUTHEAST FROM THE CENTER OF THE SOUTHBOUND LANES OF STATE
 NE1564'HIGHWAY 85 AND 0.6 M (2.0 FT) WEST FROM A METAL WITNESS POST.
 NE1564'DESCRIBED BY E.J. HANSMANN.
 NE1564
 NE1564                          STATION RECOVERY (2001)
 NE1564
 NE1564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE1564'IT APPEARS THAT SINCE THE LAST REPORTED RECOVERY IN 1990 A NEW PAVED
 NE1564'CROSSOVER WAS PLACED WHERE THE MARK IS SUPPOSED TO BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5947 ***********************************************************************
 AB5947  DESIGNATION -  82208
 AB5947  PID         -  AB5947
 AB5947  STATE/COUNTY-  MI/WAYNE
 AB5947  USGS QUAD   -  GROSSE POINTE (1983)
 AB5947
 AB5947                         *CURRENT SURVEY CONTROL
 AB5947  ___________________________________________________________________
 AB5947* NAD 83(1994)-  42 27 01.78874(N)    082 56 15.84205(W)     ADJUSTED  
 AB5947* NAVD 88     -       181.8    (meters)     596.     (feet)  GPS OBS   
 AB5947  ___________________________________________________________________
 AB5947  X           -     579,512.355 (meters)                     COMP
 AB5947  Y           -  -4,677,717.775 (meters)                     COMP
 AB5947  Z           -   4,282,758.247 (meters)                     COMP
 AB5947  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AB5947  ELLIP HEIGHT-         147.21  (meters)          (07/12/02) GPS OBS
 AB5947  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AB5947
 AB5947  HORZ ORDER  -  FIRST
 AB5947  ELLP ORDER  -  FOURTH    CLASS I
 AB5947
 AB5947.The horizontal coordinates were established by GPS observations
 AB5947.and adjusted by the National Geodetic Survey in February 1997..
 AB5947
 AB5947.The orthometric height was determined by GPS observations and a
 AB5947.high-resolution geoid model.
 AB5947
 AB5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5947
 AB5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5947
 AB5947.The ellipsoidal height was determined by GPS observations
 AB5947.and is referenced to NAD 83.
 AB5947
 AB5947.The geoid height was determined by GEOID03.
 AB5947
 AB5947;                    North         East     Units Scale Factor Converg.
 AB5947;SPC MI S     -   106,576.351 4,117,536.239   MT  0.99993546   +0 58 20.8
 AB5947;SPC MI S     -   349,659.94 13,508,977.16   iFT  0.99993546   +0 58 20.8
 AB5947;UTM  17      - 4,701,615.373   340,655.612   MT  0.99991240   -1 18 29.4
 AB5947
 AB5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5947!SPC MI S     -   0.99997691  x   0.99993546  =   0.99991237
 AB5947!UTM  17      -   0.99997691  x   0.99991240  =   0.99988932
 AB5947
 AB5947                          SUPERSEDED SURVEY CONTROL
 AB5947
 AB5947  ELLIP H (02/03/97)  147.26   (m)                       GP(       ) 4 1
 AB5947  NAD 83(1986)-  42 27 01.79300(N)    082 56 15.87421(W) AD(       ) 1
 AB5947
 AB5947.Superseded values are not recommended for survey control.
 AB5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5947.See file dsdata.txt to determine how the superseded data were derived.
 AB5947
 AB5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4065601615(NAD 83)
 AB5947_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5947_STAMPING: 82208 1993
 AB5947_MARK LOGO: MIDT  
 AB5947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5947+STABILITY: SURFACE MOTION
 AB5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5947+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 AB5947
 AB5947  HISTORY     - Date     Condition        Report By
 AB5947  HISTORY     - 1992     MONUMENTED       MIDT
 AB5947  HISTORY     - 19971028 GOOD             LOCENG
 AB5947  HISTORY     - 20021012 GOOD             USPSQD
 AB5947
 AB5947                          STATION DESCRIPTION
 AB5947
 AB5947'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CFS)
 AB5947'STATION IS IN QUAD 420823 ON THE GROSSE POINTE QUADRANGLE MAP. STATION
 AB5947'IS IN PRIVATE CLAIM 156, T-1-S, R-13-E, IN THE CITY OF HARPER WOODS.
 AB5947'STATION IS IN MEDIAN OF EIGHT MILE ROAD ABOUT 0.15 MI (0.24 KM) EAST
 AB5947'OF KELLY ROAD, ABOUT 7 MI (11.3 KM) NORTHEAST OF HAMTRAMCK, ABOUT 6 MI
 AB5947'(9.7 KM) SOUTHEAST OF THE CENTER OF CITY OF WARREN, ABOUT 13 MI (20.9
 AB5947'KM) SOUTHEAST OF UTICA AND ABOUT 10.5 MI (16.9 KM) SOUTH OF MOUNT
 AB5947'CLEMENS.  TO REACH THE STATION FROM THE POST OFFICE IN SAINT CLAIR
 AB5947'SHORES, GO NORTH 0.1 MI (0.2 KM) ALONG GREATER MACK AVENUE TO NINE
 AB5947'MILE ROAD.  TURN LEFT AND GO WEST 0.5 MI (0.8 KM) ALONG NINE MILE ROAD
 AB5947'TO HARPER AVENUE.  TURN LEFT AND GO SOUTHWEST 1.0 MI (1.6 KM) ALONG
 AB5947'HARPER AVENUE TO EIGHT MILE ROAD.  TURN RIGHT AND GO WEST 0.1 MI (0.2
 AB5947'KM) ALONG EIGHT MILE ROAD TO THE BRIDGE CROSSING OVER INTERSTATE
 AB5947'HIGHWAY 94, CONTINUE GOING WEST 1.0 MI (1.6 KM) ALONG EIGHT MILE ROAD
 AB5947'TO THE INTERSECTION WITH AND THE END OF VERNIER HIGHWAY.  CONTINUE
 AB5947'GOING WEST 0.1 MI (0.2 KM) ALONG EIGHT MILE ROAD TO STATION IN MEDIAN
 AB5947'ON THE LEFT AS DESCRIBED.  STATION IS 5.0 FT (1.5 M) SOUTH FROM SOUTH
 AB5947'CURB OF WEST BOUND EIGHT MILE ROAD, 15 FT (4.6 M) EAST FROM EAST CURB
 AB5947'FOR TURN-AROUND RAMP FOR EAST BOUND TRAFFIC TO WEST BOUND EIGHT MILE
 AB5947'ROAD, 48 FT (14.6 M) NORTHWEST OF 0.5 FT (15.2 CM) DIAMETER TREE, 519
 AB5947'FT (158.2 M) WEST OF THE CENTER OF INTERSECTION OF EIGHT MILE ROAD AND
 AB5947'VERNIER HIGHWAY AND ABOUT 0.15 MI (0.24 KM) EAST OF INTERSECTION OF
 AB5947'EIGHT MILE ROAD AND KELLY ROAD. THERE IS NO WITNESS SIGN POST.
 AB5947
 AB5947                          STATION RECOVERY (1997)
 AB5947
 AB5947'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5947'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 1.500
 AB5947'M (4.921 FT) SOUTH FROM SOUTH CURB OF WEST BOUND M-102, IN THE MEDIAN,
 AB5947'3.90 M, (12.80 FT) AZ 102 DEGREES FROM METAL POST WITH STOP SIGN,
 AB5947'14.70 M, (48.23 FT) AZ 320 DEGREES FROM A 310 MM LOCUST TREE, 26.80 M,
 AB5947'(87.93 FT) AZ 295 DEGREES FROM 7 METER (23.0 FT) HIGH PINE TREE.  A
 AB5947'CARSONITE WITNESS MARKER WAS SET ON THE WEST SIDE OF THE STATION.
 AB5947
 AB5947                          STATION RECOVERY (2002)
 AB5947
 AB5947'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5948 ***********************************************************************
 AB5948  DESIGNATION -  82209
 AB5948  PID         -  AB5948
 AB5948  STATE/COUNTY-  MI/WAYNE
 AB5948  USGS QUAD   -  GROSSE POINTE (1983)
 AB5948
 AB5948                         *CURRENT SURVEY CONTROL
 AB5948  ___________________________________________________________________
 AB5948* NAD 83(1994)-  42 27 02.80631(N)    082 55 05.45353(W)     ADJUSTED  
 AB5948* NAVD 88     -       179.2    (meters)     588.     (feet)  GPS OBS   
 AB5948  ___________________________________________________________________
 AB5948  X           -     581,105.763 (meters)                     COMP
 AB5948  Y           -  -4,677,496.844 (meters)                     COMP
 AB5948  Z           -   4,282,779.694 (meters)                     COMP
 AB5948  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 AB5948  ELLIP HEIGHT-         144.66  (meters)          (07/12/02) GPS OBS
 AB5948  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 AB5948
 AB5948  HORZ ORDER  -  FIRST
 AB5948  ELLP ORDER  -  FOURTH    CLASS I
 AB5948
 AB5948.The horizontal coordinates were established by GPS observations
 AB5948.and adjusted by the National Geodetic Survey in February 1997..
 AB5948
 AB5948.The orthometric height was determined by GPS observations and a
 AB5948.high-resolution geoid model.
 AB5948
 AB5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5948
 AB5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5948
 AB5948.The ellipsoidal height was determined by GPS observations
 AB5948.and is referenced to NAD 83.
 AB5948
 AB5948.The geoid height was determined by GEOID03.
 AB5948
 AB5948;                    North         East     Units Scale Factor Converg.
 AB5948;SPC MI S     -   106,635.225 4,119,143.813   MT  0.99993542   +0 59 08.7
 AB5948;SPC MI S     -   349,853.10 13,514,251.35   iFT  0.99993542   +0 59 08.7
 AB5948;UTM  17      - 4,701,610.228   342,264.213   MT  0.99990613   -1 17 41.8
 AB5948
 AB5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5948!SPC MI S     -   0.99997731  x   0.99993542  =   0.99991273
 AB5948!UTM  17      -   0.99997731  x   0.99990613  =   0.99988345
 AB5948
 AB5948                          SUPERSEDED SURVEY CONTROL
 AB5948
 AB5948  ELLIP H (02/03/97)  144.70   (m)                       GP(       ) 4 1
 AB5948  NAD 83(1986)-  42 27 02.81052(N)    082 55 05.48565(W) AD(       ) 1
 AB5948
 AB5948.Superseded values are not recommended for survey control.
 AB5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5948.See file dsdata.txt to determine how the superseded data were derived.
 AB5948
 AB5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4226401610(NAD 83)
 AB5948_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5948_STAMPING: 82209 1993
 AB5948_MARK LOGO: MIDT  
 AB5948_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5948+STABILITY: SURFACE MOTION
 AB5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5948+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2005
 AB5948
 AB5948  HISTORY     - Date     Condition        Report By
 AB5948  HISTORY     - 1992     MONUMENTED       MIDT
 AB5948  HISTORY     - 19971028 GOOD             LOCENG
 AB5948  HISTORY     - 20021012 GOOD             USPSQD
 AB5948  HISTORY     - 20051020 GOOD             USPSQD
 AB5948
 AB5948                          STATION DESCRIPTION
 AB5948
 AB5948'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (CTC)
 AB5948'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS 0.600
 AB5948'M (1.968 FT) NORTH OF THE NORTH CURB OF EIGHT MILE ROAD, SOUTHEAST
 AB5948'FROM THE SOUTHEAST CORNER OF AN APRARTMENT BUILDING, 6.700 M (21.982
 AB5948'FT) SOUHTWEST FROM A DETROIT EDISON MANHOLE, 14.970 M (49.114 FT) WEST
 AB5948'SOUTH WEST FROM THE CORNER OF A METAL STRAIN POLE WITH A TRAFFIC LIGHT
 AB5948'AND SET ON A CONCRETE BASE AT THE TOP OF THE EXIT RAMP FROM WEST BOUND
 AB5948'I-94 ON THE NORTHWEST CORNER OF THE RAMP AND EAST EIGHT MILE ROAD
 AB5948
 AB5948                          STATION RECOVERY (2002)
 AB5948
 AB5948'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AB5948'RECOVERED IN GOOD CONDITION.
 AB5948
 AB5948                          STATION RECOVERY (2005)
 AB5948
 AB5948'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMD)
 AB5948'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION 8 FEET SOUTHEAST
 AB5948'FROM APARTMENT DRIVEWAY, 26 INCES FROM CURB. REST OF DESCRIPTION IS AS
 AB5948'DESCRIBED.  NEW CURBWORK AND SIDEWALKS IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5872 ***********************************************************************
 AA5872  DESIGNATION -  82210
 AA5872  PID         -  AA5872
 AA5872  STATE/COUNTY-  MI/WAYNE
 AA5872  USGS QUAD   -  INKSTER (1983)
 AA5872
 AA5872                         *CURRENT SURVEY CONTROL
 AA5872  ___________________________________________________________________
 AA5872* NAD 83(1994)-  42 16 36.27681(N)    083 16 13.97616(W)     ADJUSTED  
 AA5872* NAVD 88     -       188.8    (meters)     619.     (feet)  GPS OBS   
 AA5872  ___________________________________________________________________
 AA5872  X           -     553,855.834 (meters)                     COMP
 AA5872  Y           -  -4,693,926.438 (meters)                     COMP
 AA5872  Z           -   4,268,501.904 (meters)                     COMP
 AA5872  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AA5872  ELLIP HEIGHT-         154.43  (meters)          (07/12/02) GPS OBS
 AA5872  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AA5872
 AA5872  HORZ ORDER  -  FIRST
 AA5872  ELLP ORDER  -  FOURTH    CLASS I
 AA5872
 AA5872.The horizontal coordinates were established by GPS observations
 AA5872.and adjusted by the National Geodetic Survey in February 1997..
 AA5872
 AA5872.The orthometric height was determined by GPS observations and a
 AA5872.high-resolution geoid model.
 AA5872
 AA5872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5872
 AA5872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5872
 AA5872.The ellipsoidal height was determined by GPS observations
 AA5872.and is referenced to NAD 83.
 AA5872
 AA5872.The geoid height was determined by GEOID03.
 AA5872
 AA5872;                    North         East     Units Scale Factor Converg.
 AA5872;SPC MI S     -    86,867.887 4,090,413.722   MT  0.99996284   +0 44 45.4
 AA5872;SPC MI S     -   284,999.63 13,419,992.53   iFT  0.99996284   +0 44 45.4
 AA5872;UTM  17      - 4,682,999.813   312,770.766   MT  1.00003133   -1 31 40.3
 AA5872
 AA5872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5872!SPC MI S     -   0.99997578  x   0.99996284  =   0.99993862
 AA5872!UTM  17      -   0.99997578  x   1.00003133  =   1.00000711
 AA5872
 AA5872                          SUPERSEDED SURVEY CONTROL
 AA5872
 AA5872  ELLIP H (02/03/97)  154.48   (m)                       GP(       ) 4 1
 AA5872  NAD 83(1986)-  42 16 36.28330(N)    083 16 14.00616(W) AD(       ) 1
 AA5872
 AA5872.Superseded values are not recommended for survey control.
 AA5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5872.See file dsdata.txt to determine how the superseded data were derived.
 AA5872
 AA5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1277183000(NAD 83)
 AA5872_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5872_STAMPING: 82210 1994
 AA5872_MARK LOGO: MIDT  
 AA5872_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5872+STABILITY: SURFACE MOTION
 AA5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5872+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5872
 AA5872  HISTORY     - Date     Condition        Report By
 AA5872  HISTORY     - 1994     MONUMENTED       MIDT
 AA5872
 AA5872                          STATION DESCRIPTION
 AA5872
 AA5872'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 AA5872'STATION IS LOCATED IN QUAD 420832 ON THE INKSTER QUADRANGLE MAP.  IT
 AA5872'IS NEAR THE EAST-WEST 1/4 LINE AND BETWEEN SECTIONS 32 AND 33, T-2-S,
 AA5872'R-10-E, DEARBORN HEIGHTS.  ABOUT 1.25 MI (2.01 KM) NORTH OF TAYLOR,
 AA5872'2.0 MI (3.2 KM) SOUTH OF DEARBORN, 4.5 MI (7.2 KM) EAST OF WAYNE AND
 AA5872'IN THE MEDIAN OF U.S. HIGHWAY 24. TO REACH FROM THE INTERCHANGE OF
 AA5872'U.S. HIGHWAY 12 (MICHIGAN AVENUE) AND U.S. HIGHWAY 24 (TELEGRAPH ROAD)
 AA5872'IN THE CITY OF DEARBORN, GO SOUTH ALONG HIGHWAY 24 FOR 1.6 MI (2.6 KM)
 AA5872'TO STATION ON THE LEFT IN THE MEDIAN BETWEEN THE NORTH AND SOUTH BOUND
 AA5872'LANES.  THIS IS OPPSITE THE DEARBORN HEIGHTS FIRE STATION NO 1 AT
 AA5872'(4500 TELEGRAPH) NORTH BUILDING WALL. STATION IS 131.8 FT (40.2 M)
 AA5872'NORTH FROM NORTH EDGE OF ANNAPOLIS STREET (BACK OF CURB), 101.9 FT
 AA5872'(31.1 M) NORTHEAST FROM A UTILITY POLE, 62.4 FT (19.0 M) EAST FROM THE
 AA5872'EAST EDGE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 24 AND 16.2 FT (4.9
 AA5872'M) WEST FROM THE WEST EDGE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 24.
 AA5872'NO WITNESS POST WAS SET AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5873 ***********************************************************************
 AA5873  DESIGNATION -  82211
 AA5873  PID         -  AA5873
 AA5873  STATE/COUNTY-  MI/WAYNE
 AA5873  USGS QUAD   -  INKSTER (1983)
 AA5873
 AA5873                         *CURRENT SURVEY CONTROL
 AA5873  ___________________________________________________________________
 AA5873* NAD 83(1994)-  42 17 51.07742(N)    083 16 21.78522(W)     ADJUSTED  
 AA5873* NAVD 88     -       187.5    (meters)     615.     (feet)  GPS OBS   
 AA5873  ___________________________________________________________________
 AA5873  X           -     553,496.093 (meters)                     COMP
 AA5873  Y           -  -4,692,404.187 (meters)                     COMP
 AA5873  Z           -   4,270,208.488 (meters)                     COMP
 AA5873  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AA5873  ELLIP HEIGHT-         153.14  (meters)          (07/12/02) GPS OBS
 AA5873  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 AA5873
 AA5873  HORZ ORDER  -  FIRST
 AA5873  ELLP ORDER  -  FOURTH    CLASS I
 AA5873
 AA5873.The horizontal coordinates were established by GPS observations
 AA5873.and adjusted by the National Geodetic Survey in February 1997..
 AA5873
 AA5873.The orthometric height was determined by GPS observations and a
 AA5873.high-resolution geoid model.
 AA5873
 AA5873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5873
 AA5873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5873
 AA5873.The ellipsoidal height was determined by GPS observations
 AA5873.and is referenced to NAD 83.
 AA5873
 AA5873.The geoid height was determined by GEOID03.
 AA5873
 AA5873;                    North         East     Units Scale Factor Converg.
 AA5873;SPC MI S     -    89,173.265 4,090,204.820   MT  0.99995909   +0 44 40.1
 AA5873;SPC MI S     -   292,563.21 13,419,307.15   iFT  0.99995909   +0 44 40.1
 AA5873;UTM  17      - 4,685,311.829   312,653.498   MT  1.00003187   -1 31 47.8
 AA5873
 AA5873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5873!SPC MI S     -   0.99997598  x   0.99995909  =   0.99993507
 AA5873!UTM  17      -   0.99997598  x   1.00003187  =   1.00000785
 AA5873
 AA5873                          SUPERSEDED SURVEY CONTROL
 AA5873
 AA5873  ELLIP H (02/03/97)  153.18   (m)                       GP(       ) 4 1
 AA5873  NAD 83(1986)-  42 17 51.08397(N)    083 16 21.81513(W) AD(       ) 1
 AA5873
 AA5873.Superseded values are not recommended for survey control.
 AA5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5873.See file dsdata.txt to determine how the superseded data were derived.
 AA5873
 AA5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1265385312(NAD 83)
 AA5873_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5873_STAMPING: 82211 1994
 AA5873_MARK LOGO: MI-163
 AA5873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5873+STABILITY: SURFACE MOTION
 AA5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5873+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2002
 AA5873
 AA5873  HISTORY     - Date     Condition        Report By
 AA5873  HISTORY     - 1994     MONUMENTED       MIDT
 AA5873  HISTORY     - 19940922 GOOD             WADTRI
 AA5873  HISTORY     - 20011212 GOOD             INDIV
 AA5873  HISTORY     - 20021028 GOOD             COMPA
 AA5873
 AA5873                          STATION DESCRIPTION
 AA5873
 AA5873'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 AA5873'STATION IS LOCATED IN QUAD 420832 ON THE INKSTER QUADRANGLE MAP.  IT
 AA5873'IS IN THE NORTHEAST 1/4 OF SECTION 29, T-2-S, R-10-E ON THE CONRAIL
 AA5873'RAILROAD RIGHT-OF-WAY PROPERTY.  ABOUT 1.0 MI (1.6 KM) SOUTH FROM
 AA5873'DEARBORN, 2.5 MI (4.0 KM) NORTH OF TAYLOR AND 3.0 MI (4.8 KM) EAST OF
 AA5873'INKSTER. TO REACH FROM U.S. HIGHWAY 12 (MICHIGAN AVENUE) AND STATE
 AA5873'HIGHWAY M-39 (SOUTHFIELD FREEWAY), GO EAST ALONG U.S. HIGHWAY 12 FOR
 AA5873'3.2 MI (5.1 KM) CROSSING OVER U.S. HIGHWAY 24 (TELEGRAPH ROAD) TO A
 AA5873'TURN AROUND LEFT.  TURN LEFT AND GO SOUTH ACROSS U.S. HIGHWAY 12
 AA5873'EASTBOUND LANES INTO AND THROUGH THE THEATER PARKING LOT TO RAILROAD
 AA5873'TRACKS AND STATION ON THE LEFT. STATION IS 77.0 FT (23.5 M) NORTHEAST
 AA5873'FROM A 24-INCH COTTONWOOD TREE, 34.4 FT (10.5 M) SOUTH FROM THE SOUTH
 AA5873'EDGE OF PARKING LOT PAVEMENT, 33.6 FT (10.2 M) SOUTH FROM A UTILITY
 AA5873'POLE AND 30.0 FT (9.1 M) NORTH FROM THE NORTH RAIL OF THE RAILROAD
 AA5873'TRACK.  NO WITNESS POST WAS SET AT THIS STATION.
 AA5873
 AA5873                          STATION RECOVERY (1994)
 AA5873
 AA5873'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5873'RECOVERED AS DESCRIBED.
 AA5873
 AA5873                          STATION RECOVERY (2001)
 AA5873
 AA5873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA5873'RECOVERED IN GOOD CONDITION.
 AA5873
 AA5873                          STATION RECOVERY (2002)
 AA5873
 AA5873'RECOVERY NOTE BY COMPASSCOM INC 2002 (IA)
 AA5873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5874 ***********************************************************************
 AA5874  DESIGNATION -  82212
 AA5874  PID         -  AA5874
 AA5874  STATE/COUNTY-  MI/WAYNE
 AA5874  USGS QUAD   -  DEARBORN (1983)
 AA5874
 AA5874                         *CURRENT SURVEY CONTROL
 AA5874  ___________________________________________________________________
 AA5874* NAD 83(1994)-  42 18 12.26573(N)    083 14 57.23553(W)     ADJUSTED  
 AA5874* NAVD 88     -       187.3    (meters)     615.     (feet)  GPS OBS   
 AA5874  ___________________________________________________________________
 AA5874  X           -     555,367.764 (meters)                     COMP
 AA5874  Y           -  -4,691,739.825 (meters)                     COMP
 AA5874  Z           -   4,270,691.931 (meters)                     COMP
 AA5874  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AA5874  ELLIP HEIGHT-         152.97  (meters)          (07/12/02) GPS OBS
 AA5874  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 AA5874
 AA5874  HORZ ORDER  -  FIRST
 AA5874  ELLP ORDER  -  FOURTH    CLASS I
 AA5874
 AA5874.The horizontal coordinates were established by GPS observations
 AA5874.and adjusted by the National Geodetic Survey in February 1997..
 AA5874
 AA5874.The orthometric height was determined by GPS observations and a
 AA5874.high-resolution geoid model.
 AA5874
 AA5874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5874
 AA5874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5874
 AA5874.The ellipsoidal height was determined by GPS observations
 AA5874.and is referenced to NAD 83.
 AA5874
 AA5874.The geoid height was determined by GEOID03.
 AA5874
 AA5874;                    North         East     Units Scale Factor Converg.
 AA5874;SPC MI S     -    89,852.386 4,092,132.642   MT  0.99995805   +0 45 37.6
 AA5874;SPC MI S     -   294,791.29 13,425,632.03   iFT  0.99995805   +0 45 37.6
 AA5874;UTM  17      - 4,685,913.944   314,606.888   MT  1.00002291   -1 30 51.4
 AA5874
 AA5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5874!SPC MI S     -   0.99997601  x   0.99995805  =   0.99993406
 AA5874!UTM  17      -   0.99997601  x   1.00002291  =   0.99999892
 AA5874
 AA5874                          SUPERSEDED SURVEY CONTROL
 AA5874
 AA5874  ELLIP H (02/03/97)  153.01   (m)                       GP(       ) 4 1
 AA5874  NAD 83(1986)-  42 18 12.27235(N)    083 14 57.26532(W) AD(       ) 1
 AA5874
 AA5874.Superseded values are not recommended for survey control.
 AA5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5874.See file dsdata.txt to determine how the superseded data were derived.
 AA5874
 AA5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1460785914(NAD 83)
 AA5874_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5874_STAMPING: 82212 1994
 AA5874_MARK LOGO: MIDT  
 AA5874_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5874+STABILITY: SURFACE MOTION
 AA5874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5874+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5874
 AA5874  HISTORY     - Date     Condition        Report By
 AA5874  HISTORY     - 1994     MONUMENTED       MIDT
 AA5874  HISTORY     - 20020724 GOOD             INDIV
 AA5874
 AA5874                          STATION DESCRIPTION
 AA5874
 AA5874'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA5874'STATION IS LOCATED IN QUAD 420832 ON THE DEARBORN QUADRANGLE MAP.  IT
 AA5874'IS IN THE SOUTHEAST 1/4 OF SECTION 22, T-2-S, R-10-E.  ABOUT 3.0 MI
 AA5874'(4.8 KM) NORTHEAST OF TAYLOR, 3.5 MI (5.6 KM) EAST OF INKSTER, 4.0 MI
 AA5874'(6.4 KM) SOUTH OF REDFORD AND ON CONRAIL RAILROAD RIGHT-OF-WAY
 AA5874'PROPERTY. TO REACH FROM THE INTERSECTION U.S. HIGHWAY 12 (MICHIGAN
 AA5874'AVENUE) AND U.S. HIGHWAY 24 (TELEGRAPH ROAD), GO EAST ALONG HIGHWAY 12
 AA5874'FOR 1.15 MI (1.85 KM) TO MILITARY ROAD.  TURN RIGHT AND GO SOUTH FOR
 AA5874'0.1 MI (0.2 KM) TO RAILROAD. CONTINUE SOUTH FOR 0.05 MI (0.08 KM)
 AA5874'ALONG MILITARY ROAD TO PARK STREET ON LEFT.  TURN LEFT AND GO EAST FOR
 AA5874'0.05 MI (0.08 KM) TO A T-ROAD (TENNY STREET).  TURN LEFT AND GO NORTH
 AA5874'FOR 200 FT (61.0 M) ALONG TENNY STREET AND THROUGH A PARKING LOT TO
 AA5874'RAILROAD AND STATION ON THE RIGHT AS DESCRIBED. STATION IS 57.0 FT
 AA5874'(17.4 M) NORTHEAST FROM A UTILITY POLE, 24.2 FT (7.4 M) NORTHEAST FROM
 AA5874'THE CORNER OF A WOOD BEAM RETAINING WALL FOR A PARKING LOT, 20.8 FT
 AA5874'(6.3 M) SOUTH FROM THE SOUTH RAIL OF A SINGLE RAILROAD TRACK AND 16.0
 AA5874'FT (4.9 M) NORTH FROM THE NORTH EDGE OF THE PAKING LOT PAVEMENT. NO
 AA5874'WITNESS POST WAS SET AT THIS STATION.
 AA5874
 AA5874                          STATION RECOVERY (2002)
 AA5874
 AA5874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (BAH)
 AA5874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5865 ***********************************************************************
 AA5865  CBN         -  This is a Cooperative Base Network Control Station.
 AA5865  DESIGNATION -  82213
 AA5865  PID         -  AA5865
 AA5865  STATE/COUNTY-  MI/WAYNE
 AA5865  USGS QUAD   -  CARLETON (1978)
 AA5865
 AA5865                         *CURRENT SURVEY CONTROL
 AA5865  ___________________________________________________________________
 AA5865* NAD 83(1994)-  42 05 43.40735(N)    083 22 38.31211(W)     ADJUSTED  
 AA5865* NAVD 88     -       189.1    (meters)     620.     (feet)  GPS OBS   
 AA5865  ___________________________________________________________________
 AA5865  X           -     546,668.786 (meters)                     COMP
 AA5865  Y           -  -4,708,387.786 (meters)                     COMP
 AA5865  Z           -   4,253,575.305 (meters)                     COMP
 AA5865  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AA5865  ELLIP HEIGHT-         154.25  (meters)          (07/12/02) GPS OBS
 AA5865  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AA5865
 AA5865  HORZ ORDER  -  B
 AA5865  ELLP ORDER  -  FOURTH    CLASS II
 AA5865
 AA5865.The horizontal coordinates were established by GPS observations
 AA5865.and adjusted by the National Geodetic Survey in September 1995..
 AA5865
 AA5865.The orthometric height was determined by GPS observations and a
 AA5865.high-resolution geoid model.
 AA5865
 AA5865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5865
 AA5865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5865
 AA5865.The ellipsoidal height was determined by GPS observations
 AA5865.and is referenced to NAD 83.
 AA5865
 AA5865.The geoid height was determined by GEOID03.
 AA5865
 AA5865;                    North         East     Units Scale Factor Converg.
 AA5865;SPC MI S     -    66,616.505 4,081,844.713   MT  1.00000109   +0 40 23.8
 AA5865;SPC MI S     -   218,558.09 13,391,878.98   iFT  1.00000109   +0 40 23.8
 AA5865;UTM  17      - 4,663,102.406   303,405.440   MT  1.00007559   -1 35 39.0
 AA5865
 AA5865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5865!SPC MI S     -   0.99997581  x   1.00000109  =   0.99997690
 AA5865!UTM  17      -   0.99997581  x   1.00007559  =   1.00005140
 AA5865
 AA5865                          SUPERSEDED SURVEY CONTROL
 AA5865
 AA5865  ELLIP H (09/20/95)  154.28   (m)                       GP(       ) 1 2
 AA5865  NAD 83(1986)-  42 05 43.41508(N)    083 22 38.34107(W) AD(       ) 1
 AA5865
 AA5865.Superseded values are not recommended for survey control.
 AA5865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5865.See file dsdata.txt to determine how the superseded data were derived.
 AA5865
 AA5865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0340563102(NAD 83)
 AA5865_MARKER: DD = SURVEY DISK
 AA5865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5865_STAMPING: 82213 1994
 AA5865_MARK LOGO: MIDT  
 AA5865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5865+STABILITY: SURFACE MOTION
 AA5865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5865+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 AA5865
 AA5865  HISTORY     - Date     Condition        Report By
 AA5865  HISTORY     - 1994     MONUMENTED       MIDT
 AA5865  HISTORY     - 19940520 GOOD             NGS
 AA5865  HISTORY     - 19940922 GOOD             WADTRI
 AA5865
 AA5865                          STATION DESCRIPTION
 AA5865
 AA5865'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA5865'STATION IS LOCATED IN QUAD 420832. IT IS ON THE CARLETON QUADRANGLE
 AA5865'MAP, IN THE SOUTHWEST 1/4 OF SECTION 33, T-4-S, R-9-E, HURON TOWNSHIP.
 AA5865'2.4 MI (3.9 KM) NORTH OF CARLETON, 4.5 MI (7.2 KM) WEST OF FLAT ROCK,
 AA5865'4.2 MI (6.8 KM) SOUTHEAST OF NEW BOSTON, AT THE SOUTH WAYNE COUNTY
 AA5865'LINE ALONG INTERSTATE 275 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY. TO
 AA5865'REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND INTERSTATE
 AA5865'HIGHWAY 275, GO SOUTH ALONG INTERSTATE HIGHWAY 275 FOR 4.5 MI (7.2 KM)
 AA5865'TO THE SIBLEY ROAD (EXIT 13) TO NEW BOSTON. CONTINUE SOUTH ALONG
 AA5865'HIGHWAY 275 FOR 5.0 MI (8.0 KM) TO A MEDIAN CROSSOVER (AUTHORIZED
 AA5865'VEHICLES ONLY) AND THE STATION ON THE LEFT ABOUT 100 FT (30.5 M) NORTH
 AA5865'OF THE CROSSOVER. NOTE--THIS CROSSOVER IS JUST BEYOND THE BEGINNING OF
 AA5865'THE EXIT RAMP FOR WILL CARLETON ROAD (EXIT 8). STATION IS 17.5 FEET
 AA5865'(5.3 M) WEST FROM WEST EDGE OF CONCRETE, 3 LANES OF INTERSTATE HIGHWAY
 AA5865'275 NORTHBOUND, 38.0 FT (11.6 M) NORTHEASTERLY FROM AN 18-INCH
 AA5865'CORRUGATED METAL PIPE CULVERT END WHICH RUNS UNDER THE NORTHBOUND
 AA5865'LANES OF HIGHWAY 275, 55.6 FT (16.9 M) NORTHERLY FROM AN AUTHORIZED
 AA5865'VEHICLE ONLY SIGN, 77.6 FT (23.7 M) EAST FROM THE EAST EDGE CONCRETE,
 AA5865'3 LANES OF HIGHWAY 275 SOUTHBOUND, 79.0 FT (24.1 M) NORTH FROM THE
 AA5865'CENTER OF THE GRAVEL MEDIAN CROSSOVER AND 1.0 FT (0.3 M) EAST FROM A
 AA5865'CARSONITE WITNESS POST.
 AA5865
 AA5865                          STATION RECOVERY (1994)
 AA5865
 AA5865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA5865'STATION IS LOCATED IN QUAD 420832, ABOUT 2.5 MI (4.0 KM) NORTH OF
 AA5865'CARLTON, 4.5 MI (7.2 KM) WEST OF FLAT ROCK, 4.2 MI (6.8 KM) SOUTHEAST
 AA5865'OF NEW BOSTON, ALONG INTERSTATE HIGHWAY 275, AT THE WAYNE-MONROE
 AA5865'COUNTY LINE, ON THE CARLTON QUADRANGLE MAP, IN THE SOUTHWEST 1/4 OF
 AA5865'SECTION 33, T 4 S, R 9 E, HURON TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT
 AA5865'OF TRANSPORTATION.  TO REACH FROM THE INTERCHANGE OF INTERSTATE
 AA5865'HIGHWAY 94 AND INTERSTATE HIGHWAY 275, GO SOUTH ON HIGHWAY 275 FOR 4.5
 AA5865'MI (7.2 KM) TO THE SIBLEY ROAD (EXIT 13) TO NEW BOSTON. CONTINUE SOUTH
 AA5865'ALONG HIGHWAY 275 FOR 5.0 MI (8.0 KM) TO THE STATION ON THE LEFT, JUST
 AA5865'BEFORE REACHING A MEDIAN CROSSOVER.  NOTE--THIS CROSSOVER IS JUST
 AA5865'BEYOND THE BEGINNING OF THE EXIT RAMP FOR WILL CARLTON ROAD (EXIT 8) .
 AA5865'STATION IS 17.5 FT (5.3 M) WEST FROM WEST EDGE OF THE NORTHBOUND
 AA5865'LANES, 38.0 FT (11.6 M) NORTHEASTERLY FROM AN 18-INCH CORRUGATED METAL
 AA5865'PIPE CULVERT END WHICH RUNS UNDER THE NORTHBOUND LANES OF HIGHWAY 275,
 AA5865'55.6 FT (16.9 M) NORTHERLY FROM AN AUTHORIZED VEHICLE ONLY SIGN, 77.6
 AA5865'FT (23.7 M) EAST FROM THE EAST EDGE OF THE SOUTHBOUND LANES, 79.0 FT
 AA5865'(24.1 M) NORTH FROM THE CENTER OF THE GRAVEL MEDIAN CROSSOVER, AND 1.0
 AA5865'FT (0.3 M) EAST FROM A FIBERGLASS WITNESS POST.
 AA5865
 AA5865                          STATION RECOVERY (1994)
 AA5865
 AA5865'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994
 AA5865'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5866 ***********************************************************************
 AA5866  DESIGNATION -  82214
 AA5866  PID         -  AA5866
 AA5866  STATE/COUNTY-  MI/WAYNE
 AA5866  USGS QUAD   -  CARLETON (1978)
 AA5866
 AA5866                         *CURRENT SURVEY CONTROL
 AA5866  ___________________________________________________________________
 AA5866* NAD 83(1994)-  42 06 40.72269(N)    083 22 39.47189(W)     ADJUSTED  
 AA5866* NAVD 88     -       189.8    (meters)     623.     (feet)  GPS OBS   
 AA5866  ___________________________________________________________________
 AA5866  X           -     546,505.646 (meters)                     COMP
 AA5866  Y           -  -4,707,213.717 (meters)                     COMP
 AA5866  Z           -   4,254,887.984 (meters)                     COMP
 AA5866  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA5866  ELLIP HEIGHT-         155.13  (meters)          (07/12/02) GPS OBS
 AA5866  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 AA5866
 AA5866  HORZ ORDER  -  FIRST
 AA5866  ELLP ORDER  -  FOURTH    CLASS I
 AA5866
 AA5866.The horizontal coordinates were established by GPS observations
 AA5866.and adjusted by the National Geodetic Survey in February 1997..
 AA5866
 AA5866.The orthometric height was determined by GPS observations and a
 AA5866.high-resolution geoid model.
 AA5866
 AA5866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5866
 AA5866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5866
 AA5866.The ellipsoidal height was determined by GPS observations
 AA5866.and is referenced to NAD 83.
 AA5866
 AA5866.The geoid height was determined by GEOID03.
 AA5866
 AA5866;                    North         East     Units Scale Factor Converg.
 AA5866;SPC MI S     -    68,384.490 4,081,797.290   MT  0.99999734   +0 40 23.0
 AA5866;SPC MI S     -   224,358.56 13,391,723.39   iFT  0.99999734   +0 40 23.0
 AA5866;UTM  17      - 4,664,871.018   303,428.013   MT  1.00007548   -1 35 41.6
 AA5866
 AA5866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5866!SPC MI S     -   0.99997567  x   0.99999734  =   0.99997301
 AA5866!UTM  17      -   0.99997567  x   1.00007548  =   1.00005115
 AA5866
 AA5866                          SUPERSEDED SURVEY CONTROL
 AA5866
 AA5866  ELLIP H (02/03/97)  155.18   (m)                       GP(       ) 4 1
 AA5866  NAD 83(1986)-  42 06 40.73025(N)    083 22 39.50105(W) AD(       ) 1
 AA5866
 AA5866.Superseded values are not recommended for survey control.
 AA5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5866.See file dsdata.txt to determine how the superseded data were derived.
 AA5866
 AA5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0342864871(NAD 83)
 AA5866_MARKER: DD = SURVEY DISK
 AA5866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5866_STAMPING: 82214 1994
 AA5866_MARK LOGO: MIDT  
 AA5866_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5866+STABILITY: SURFACE MOTION
 AA5866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5866+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5866
 AA5866  HISTORY     - Date     Condition        Report By
 AA5866  HISTORY     - 1994     MONUMENTED       MIDT
 AA5866
 AA5866                          STATION DESCRIPTION
 AA5866
 AA5866'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5866'STATION IS LOCATED IN QUAD 420832 ON THE CARLETON QUADRANGLE MAP. IT
 AA5866'IS IN THE NORTHWEST 1/4 OF SECTION 33, T-4-S, R-9-E, HURON TOWNSHIP.
 AA5866'ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF NEW BOSTON, 4.7 MI (7.6 KM)
 AA5866'WESTERLY OF FLAT ROCK, 3.0 MI (4.8 KM) NORTH OF CARLETON AND ON
 AA5866'HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF INTERSTATE
 AA5866'HIGHWAY 94 AND INTERSTATE HIGHWAY 275 GO SOUTH ALONG HIGHWAY 275 FOR
 AA5866'4.5 MI (7.2 KM) TO SIBLEY ROAD (EXIT 13 NEW BOSTON).  CONTINUE SOUTH
 AA5866'ALONG HIGHWAY 275 FOR 4.1 MI (6.6 KM) TO THE STATION ON THE LEFT AS
 AA5866'DESCRIBED. NOTE--STATION IS 0.3 MI (0.5 KM) SOUTH OF THE WILLOW ROAD
 AA5866'OVERPASS. STATION IS 8.4 FT (2.6 M) WEST FROM THE WEST EDGE CONCRETE,
 AA5866'3 LANES HIGHWAY 275 NORTHBOUND, 46.0 FT (14.0 M) SOUTHEAST FROM A
 AA5866'12-INCH CORRUGATED METAL PIPE CULVERT WITH END SECTION IN MEDIAN, 85.8
 AA5866'FT (26.2 M) EAST FROM THE EAST EDGE CONCRETE, 3 LANES HIGHWAY 275
 AA5866'SOUTHBOUND, 91 FT (27.7 M) SOUTHWEST FROM A 12-INCH CORRUGATED METAL
 AA5866'PIPE WITH END SECTION AND 3.0 FT (0.9 M) EAST FROM A CARSONITE WITNESS
 AA5866'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5867 ***********************************************************************
 AA5867  DESIGNATION -  82215
 AA5867  PID         -  AA5867
 AA5867  STATE/COUNTY-  MI/WAYNE
 AA5867  USGS QUAD   -  BELLEVILLE (1980)
 AA5867
 AA5867                         *CURRENT SURVEY CONTROL
 AA5867  ___________________________________________________________________
 AA5867* NAD 83(1994)-  42 13 19.90140(N)    083 24 41.95002(W)     ADJUSTED  
 AA5867* NAVD 88     -       202.6    (meters)     665.     (feet)  GPS OBS   
 AA5867  ___________________________________________________________________
 AA5867  X           -     542,762.915 (meters)                     COMP
 AA5867  Y           -  -4,699,333.480 (meters)                     COMP
 AA5867  Z           -   4,264,025.917 (meters)                     COMP
 AA5867  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AA5867  ELLIP HEIGHT-         168.22  (meters)          (07/12/02) GPS OBS
 AA5867  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AA5867
 AA5867  HORZ ORDER  -  FIRST
 AA5867  ELLP ORDER  -  FOURTH    CLASS I
 AA5867
 AA5867.The horizontal coordinates were established by GPS observations
 AA5867.and adjusted by the National Geodetic Survey in February 1997..
 AA5867
 AA5867.The orthometric height was determined by GPS observations and a
 AA5867.high-resolution geoid model.
 AA5867
 AA5867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5867
 AA5867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5867
 AA5867.The ellipsoidal height was determined by GPS observations
 AA5867.and is referenced to NAD 83.
 AA5867
 AA5867.The geoid height was determined by GEOID03.
 AA5867
 AA5867;                    North         East     Units Scale Factor Converg.
 AA5867;SPC MI S     -    80,667.523 4,078,843.976   MT  0.99997331   +0 38 59.7
 AA5867;SPC MI S     -   264,657.23 13,382,034.04   iFT  0.99997331   +0 38 59.7
 AA5867;UTM  17      - 4,677,262.563   300,963.188   MT  1.00008747   -1 37 16.2
 AA5867
 AA5867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5867!SPC MI S     -   0.99997362  x   0.99997331  =   0.99994693
 AA5867!UTM  17      -   0.99997362  x   1.00008747  =   1.00006109
 AA5867
 AA5867                          SUPERSEDED SURVEY CONTROL
 AA5867
 AA5867  ELLIP H (02/03/97)  168.24   (m)                       GP(       ) 4 1
 AA5867  NAD 83(1986)-  42 13 19.90871(N)    083 24 41.97864(W) AD(       ) 1
 AA5867
 AA5867.Superseded values are not recommended for survey control.
 AA5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5867.See file dsdata.txt to determine how the superseded data were derived.
 AA5867
 AA5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0096377263(NAD 83)
 AA5867_MARKER: DD = SURVEY DISK
 AA5867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5867_STAMPING: 82215 1994
 AA5867_MARK LOGO: MIDT  
 AA5867_PROJECTION: FLUSH
 AA5867_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5867+STABILITY: SURFACE MOTION
 AA5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5867+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2001
 AA5867
 AA5867  HISTORY     - Date     Condition        Report By
 AA5867  HISTORY     - 1994     MONUMENTED       MIDT
 AA5867  HISTORY     - 19950101 GOOD             NGS
 AA5867  HISTORY     - 20010104 GOOD             LOCSUR
 AA5867
 AA5867                          STATION DESCRIPTION
 AA5867
 AA5867'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5867'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 AA5867'IS IN THE NORTHEAST 1/4 OF SECTION 19, T-3-S, R-9-E, ROMULUS TOWNSHIP.
 AA5867'ABOUT 4.0 MI (6.4 KM) EAST OF BELLEVILLE, 7.5 MI (12.1 KM) WEST OF
 AA5867'TAYLOR, 4.4 MI (7.1 KM) SOUTHWEST OF WAYNE AND ON HIGHWAY RIGHT-OF-WAY
 AA5867'PROPERTY. STATION IS AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 AND
 AA5867'INTERSTATE HIGHWAY 275 ALONG THE EAST SIDE OF HIGHWAY 275 IN THE
 AA5867'HIGHWAY 94 MEDIAN NEAR BRIDGE RETAINING WALL. STATION IS 22.0 FT (6.7
 AA5867'M) NORTHEAST FROM THE NORTHEAST CORNER OF BARRIER RAILING OF HIGHWAY
 AA5867'94 EASTBOUND, 92.7 FT (28.3 M) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AA5867'BARRIER RAILING OF HIGHWAY 94 WESTBOUND, 14.4 FT (4.4 M) NORTHWEST
 AA5867'FROM THE CONCRETE SHOULDER AT BRIDGE APPROACH CURB AND GUTTER, 12.5 FT
 AA5867'(3.8 M) NORTH FROM THE BACK OF CURB AT JOINT OF EASTBOUND HIGHWAY 94,
 AA5867'AND 2.5 FT (0.8 M) SOUTH FROM A CARSONITE WITNESS POST.
 AA5867
 AA5867                          STATION RECOVERY (1995)
 AA5867
 AA5867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (GM)
 AA5867'FOUND IN GGOD CONDITION AT LOCATION AS DESCRIBED IN PUBLISHED INFO.
 AA5867
 AA5867                          STATION RECOVERY (2001)
 AA5867
 AA5867'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SFS)
 AA5867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5868 ***********************************************************************
 AA5868  DESIGNATION -  82216
 AA5868  PID         -  AA5868
 AA5868  STATE/COUNTY-  MI/WAYNE
 AA5868  USGS QUAD   -  BELLEVILLE (1980)
 AA5868
 AA5868                         *CURRENT SURVEY CONTROL
 AA5868  ___________________________________________________________________
 AA5868* NAD 83(1994)-  42 13 29.38639(N)    083 23 56.37583(W)     ADJUSTED  
 AA5868* NAVD 88     -       207.6    (meters)     681.     (feet)  GPS OBS   
 AA5868  ___________________________________________________________________
 AA5868  X           -     543,779.036 (meters)                     COMP
 AA5868  Y           -  -4,699,021.752 (meters)                     COMP
 AA5868  Z           -   4,264,246.011 (meters)                     COMP
 AA5868  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AA5868  ELLIP HEIGHT-         173.23  (meters)          (07/12/02) GPS OBS
 AA5868  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AA5868
 AA5868  HORZ ORDER  -  FIRST
 AA5868  ELLP ORDER  -  FOURTH    CLASS I
 AA5868
 AA5868.The horizontal coordinates were established by GPS observations
 AA5868.and adjusted by the National Geodetic Survey in February 1997..
 AA5868
 AA5868.The orthometric height was determined by GPS observations and a
 AA5868.high-resolution geoid model.
 AA5868
 AA5868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5868
 AA5868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5868
 AA5868.The ellipsoidal height was determined by GPS observations
 AA5868.and is referenced to NAD 83.
 AA5868
 AA5868.The geoid height was determined by GEOID03.
 AA5868
 AA5868;                    North         East     Units Scale Factor Converg.
 AA5868;SPC MI S     -    80,972.088 4,079,885.708   MT  0.99997278   +0 39 30.7
 AA5868;SPC MI S     -   265,656.46 13,385,451.80   iFT  0.99997278   +0 39 30.7
 AA5868;UTM  17      - 4,677,525.635   302,016.290   MT  1.00008232   -1 36 45.9
 AA5868
 AA5868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5868!SPC MI S     -   0.99997283  x   0.99997278  =   0.99994561
 AA5868!UTM  17      -   0.99997283  x   1.00008232  =   1.00005515
 AA5868
 AA5868                          SUPERSEDED SURVEY CONTROL
 AA5868
 AA5868  ELLIP H (02/03/97)  173.25   (m)                       GP(       ) 4 1
 AA5868  NAD 83(1986)-  42 13 29.39378(N)    083 23 56.40439(W) AD(       ) 1
 AA5868
 AA5868.Superseded values are not recommended for survey control.
 AA5868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5868.See file dsdata.txt to determine how the superseded data were derived.
 AA5868
 AA5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0201677526(NAD 83)
 AA5868_MARKER: DD = SURVEY DISK
 AA5868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5868_STAMPING: 82216 1994
 AA5868_MARK LOGO: MIDT  
 AA5868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5868+STABILITY: SURFACE MOTION
 AA5868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5868+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5868
 AA5868  HISTORY     - Date     Condition        Report By
 AA5868  HISTORY     - 1994     MONUMENTED       MIDT
 AA5868  HISTORY     - 19950322 GOOD             LOCSUR
 AA5868  HISTORY     - 19950929 GOOD             LOCENG
 AA5868
 AA5868                          STATION DESCRIPTION
 AA5868
 AA5868'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5868'STATION IS IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP.  IT IS IN
 AA5868'THE SOUTHEAST 1/4 OF SECTION 17, T-3-S, R-9-E, ROMULUS TOWNSHIP. ABOUT
 AA5868'5.0 MI (8.0 KM) EAST OF BELLEVILLE, 6.5 MI (10.5 KM) SOUTH OF
 AA5868'WESTLAND, 8.0 MI (12.9 KM) NORTHWEST OF FLAT ROCK AND ON HIGHWAY
 AA5868'RIGHT-OF-WAY. TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 94
 AA5868'AND INTERSTATE HIGHWAY 275 GO EAST ALONG HIGHWAY 94 FOR 0.7 MI (1.1
 AA5868'KM) TO STATION ON THE LEFT, JUST BEYOND A MEDIAN CROSSOVER AS
 AA5868'DESCRIBED. STATION IS 66.1 FT (20.1 M) SOUTH FROM THE SOUTH EDGE OF
 AA5868'PAVED SHOULDER OF HIGHWAY 94 WESTBOUND, 53.0 FT (16.2 M) EAST FROM THE
 AA5868'CENTER OF PAVED MEDIAN CROSSOVER, 33.6 FT (10.2 M) NORTH FROM THE
 AA5868'NORTH EDGE OF PAVED SHOULDER OF HIGHWAY 94 EASTBOUND, 18.3 FT (5.6 M)
 AA5868'SOUTHEAST FROM AN 18-INCH CORRUGATED METAL PIPE CULVERT WITH END
 AA5868'SECTION AND 3.0 FT (0.9 M) SOUTH FROM A CARSONITE WITNESS POST.
 AA5868
 AA5868                          STATION RECOVERY (1995)
 AA5868
 AA5868'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (GJM)
 AA5868'RECOVERED AS DESCRIBED.
 AA5868
 AA5868                          STATION RECOVERY (1995)
 AA5868
 AA5868'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 AA5868'RECOVERED AS DESCRIBED BY MIDWESTERN CONSULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5869 ***********************************************************************
 AA5869  DESIGNATION -  82217
 AA5869  PID         -  AA5869
 AA5869  STATE/COUNTY-  MI/WAYNE
 AA5869  USGS QUAD   -  WAYNE (1980)
 AA5869
 AA5869                         *CURRENT SURVEY CONTROL
 AA5869  ___________________________________________________________________
 AA5869* NAD 83(1994)-  42 16 04.58015(N)    083 26 27.01215(W)     ADJUSTED  
 AA5869* NAVD 88     -       214.7    (meters)     704.     (feet)  GPS OBS   
 AA5869  ___________________________________________________________________
 AA5869  X           -     539,980.018 (meters)                     COMP
 AA5869  Y           -  -4,696,224.487 (meters)                     COMP
 AA5869  Z           -   4,267,795.686 (meters)                     COMP
 AA5869  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AA5869  ELLIP HEIGHT-         180.42  (meters)          (07/12/02) GPS OBS
 AA5869  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AA5869
 AA5869  HORZ ORDER  -  FIRST
 AA5869  ELLP ORDER  -  FOURTH    CLASS I
 AA5869
 AA5869.The horizontal coordinates were established by GPS observations
 AA5869.and adjusted by the National Geodetic Survey in February 1997..
 AA5869
 AA5869.The orthometric height was determined by GPS observations and a
 AA5869.high-resolution geoid model.
 AA5869
 AA5869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5869
 AA5869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5869
 AA5869.The ellipsoidal height was determined by GPS observations
 AA5869.and is referenced to NAD 83.
 AA5869
 AA5869.The geoid height was determined by GEOID03.
 AA5869
 AA5869;                    North         East     Units Scale Factor Converg.
 AA5869;SPC MI S     -    85,721.310 4,076,378.837   MT  0.99996447   +0 37 48.2
 AA5869;SPC MI S     -   281,237.89 13,373,946.32   iFT  0.99996447   +0 37 48.2
 AA5869;UTM  17      - 4,682,410.731   298,700.029   MT  1.00009861   -1 38 32.1
 AA5869
 AA5869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5869!SPC MI S     -   0.99997170  x   0.99996447  =   0.99993618
 AA5869!UTM  17      -   0.99997170  x   1.00009861  =   1.00007031
 AA5869
 AA5869                          SUPERSEDED SURVEY CONTROL
 AA5869
 AA5869  ELLIP H (02/03/97)  180.47   (m)                       GP(       ) 4 1
 AA5869  NAD 83(1986)-  42 16 04.58736(N)    083 26 27.04166(W) AD(       ) 1
 AA5869
 AA5869.Superseded values are not recommended for survey control.
 AA5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5869.See file dsdata.txt to determine how the superseded data were derived.
 AA5869
 AA5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9870082411(NAD 83)
 AA5869_MARKER: DD = SURVEY DISK
 AA5869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5869_STAMPING: 82217 1994
 AA5869_MARK LOGO: MIDT  
 AA5869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5869+STABILITY: SURFACE MOTION
 AA5869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5869+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004
 AA5869
 AA5869  HISTORY     - Date     Condition        Report By
 AA5869  HISTORY     - 1994     MONUMENTED       MIDT
 AA5869  HISTORY     - 19950322 GOOD             LOCSUR
 AA5869  HISTORY     - 19950929 GOOD             LOCENG
 AA5869  HISTORY     - 20041208 GOOD             ROWEIN
 AA5869
 AA5869                          STATION DESCRIPTION
 AA5869
 AA5869'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA5869'STATION IS LOCATED IN QUAD 420832 ON THE WAYNE QUADRANGLE MAP. IT IS
 AA5869'IN THE SOUTHWEST 1/4 OF SECTION 36, T-2-S, R-8-E, CANTON TOWNSHIP.
 AA5869'ABOUT 3.0 MI (4.8 KM) WEST OF WAYNE, 7.0 MI (11.3 KM) SOUTH OF
 AA5869'PLYMOUTH, 8.0 MI (12.9 KM) SOUTHWEST OF DEARBORN, AND ON HIGHWAY
 AA5869'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERCHANGE OF U.S.
 AA5869'HIGHWAY 12 (MICHIGAN AVENUE) AND INTERSTATE HIGHWAY 275, 3.0 MI (4.8
 AA5869'KM) WEST OF WAYNE, GO SOUTH ALONG INTERSTATE HIGHWAY 275 FOR 0.8 MI
 AA5869'(1.3 KM) AND THE STATION ON THE LEFT IN THE MEDIAN AS DESCRIBED.
 AA5869'STATION IS 67.8 FT (20.7 M) EAST FROM THE EASTERLY EDGE OF CONCRETE
 AA5869'FOR SOUTHBOUND INTERSTATE 275, 36.4 FT (11.1 M) NORTHWEST FROM THE
 AA5869'WESTERLY EDGE CONCRETE FOR NORTHBOUND INTERSTATE 275, 26.6 FT (8.1 M)
 AA5869'WEST FROM THE WESTERLY EDGE CONCRETE AT ROUND OUT FOR NORTHBOUND
 AA5869'INTERSTATE 275, 10.4 FT (3.2 M) SOUTHWEST FROM THE END GAURD RAIL
 AA5869'POST, AND 3.0 FT (0.9 M) EAST FROM A CARSONITE WITNESS POST.
 AA5869
 AA5869                          STATION RECOVERY (1995)
 AA5869
 AA5869'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (GJM)
 AA5869'RECOVERED AS DESCRIBED.
 AA5869
 AA5869                          STATION RECOVERY (1995)
 AA5869
 AA5869'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 AA5869'RECOVERED AS DESCRIBED BY MIDWESTERN CONSULT.
 AA5869
 AA5869                          STATION RECOVERY (2004)
 AA5869
 AA5869'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 AA5869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5870 ***********************************************************************
 AA5870  DESIGNATION -  82218
 AA5870  PID         -  AA5870
 AA5870  STATE/COUNTY-  MI/WAYNE
 AA5870  USGS QUAD   -  WAYNE (1980)
 AA5870
 AA5870                         *CURRENT SURVEY CONTROL
 AA5870  ___________________________________________________________________
 AA5870* NAD 83(1994)-  42 21 44.77483(N)    083 26 08.50973(W)     ADJUSTED  
 AA5870* NAVD 88     -       209.7    (meters)     688.     (feet)  GPS OBS   
 AA5870  ___________________________________________________________________
 AA5870  X           -     539,593.018 (meters)                     COMP
 AA5870  Y           -  -4,689,152.117 (meters)                     COMP
 AA5870  Z           -   4,275,554.628 (meters)                     COMP
 AA5870  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AA5870  ELLIP HEIGHT-         175.68  (meters)          (07/12/02) GPS OBS
 AA5870  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 AA5870
 AA5870  HORZ ORDER  -  FIRST
 AA5870  ELLP ORDER  -  FOURTH    CLASS I
 AA5870
 AA5870.The horizontal coordinates were established by GPS observations
 AA5870.and adjusted by the National Geodetic Survey in February 1997..
 AA5870
 AA5870.The orthometric height was determined by GPS observations and a
 AA5870.high-resolution geoid model.
 AA5870
 AA5870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5870
 AA5870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5870
 AA5870.The ellipsoidal height was determined by GPS observations
 AA5870.and is referenced to NAD 83.
 AA5870
 AA5870.The geoid height was determined by GEOID03.
 AA5870
 AA5870;                    North         East     Units Scale Factor Converg.
 AA5870;SPC MI S     -    96,221.723 4,076,686.760   MT  0.99994820   +0 38 00.8
 AA5870;SPC MI S     -   315,688.07 13,374,956.56   iFT  0.99994820   +0 38 00.8
 AA5870;UTM  17      - 4,692,892.134   299,424.416   MT  1.00009502   -1 38 30.3
 AA5870
 AA5870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5870!SPC MI S     -   0.99997245  x   0.99994820  =   0.99992065
 AA5870!UTM  17      -   0.99997245  x   1.00009502  =   1.00006747
 AA5870
 AA5870                          SUPERSEDED SURVEY CONTROL
 AA5870
 AA5870  ELLIP H (02/03/97)  175.71   (m)                       GP(       ) 4 1
 AA5870  NAD 83(1986)-  42 21 44.78223(N)    083 26 08.53815(W) AD(       ) 1
 AA5870
 AA5870.Superseded values are not recommended for survey control.
 AA5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5870.See file dsdata.txt to determine how the superseded data were derived.
 AA5870
 AA5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9942492892(NAD 83)
 AA5870_MARKER: DD = SURVEY DISK
 AA5870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5870_STAMPING: 82218 1994
 AA5870_MARK LOGO: MIDT  
 AA5870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5870+STABILITY: SURFACE MOTION
 AA5870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5870+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5870
 AA5870  HISTORY     - Date     Condition        Report By
 AA5870  HISTORY     - 1994     MONUMENTED       MIDT
 AA5870
 AA5870                          STATION DESCRIPTION
 AA5870
 AA5870'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 AA5870'STATION IS LOCATED IN QUAD 420832 ON THE WAYNE QUADRANGLE MAP.  IT IS
 AA5870'IN THE NORTHEAST 1/4 OF SECTION 36, T-1-S, R-8-E, PLYMOUTH TOWNSHIP.
 AA5870'ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF PLYMOUTH, 2.0 MI (3.2 KM) WEST OF
 AA5870'LIVONIA, 5.5 MI (8.9 KM) SOUTHEAST OF NORTHVILLE AND ON HIGHWAY
 AA5870'RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94
 AA5870'WITH INTERSTATE HIGHWAY 275 GO NORTH ALONG HIGHWAY 275 FOR 4.9 MI (7.9
 AA5870'KM) TO U.S. HIGHWAY 12 (MICHIGAN AVENUE).  CONTINUE NORTH ALONG
 AA5870'HIGHWAY 275 FOR 3.1 MI (5.0 KM) TO STATE HIGHWAY M-153 (FORD ROAD).
 AA5870'CONTINUE NORTH ALONG HIGHWAY 275 FOR 2.8 MI (4.5 KM) TO THE STATION ON
 AA5870'THE RIGHT AS DESCRIBED. NOTE--STATION IS IN THE APEX MADE BY THE NORTH
 AA5870'NORTHBOUND ON RAMP OF ANN ARBOR ROAD AND HIGHWAY 275 NORTHBOUND.
 AA5870'STATION IS 98.7 FT (30.1 M) NORTHWEST FROM THE NORTHEAST CORNER OF A
 AA5870'CONCRETE HEADWALL, 68.5 FT (20.9 M) WEST FROM THE CENTER OF A CONCRETE
 AA5870'HEADWALL, 31.0 FT (9.4 M) EAST FROM THE EASTERLY EDGE OF CONCRETE
 AA5870'LANES FOR HIGHWAY 275 NORTHBOUND, 18.9 FT (5.8 M) WEST FROM THE
 AA5870'WESTERLY EDGE OF CONCRETE RAMP ONTO HIGHWAY 275 NORTHBOUND, AND 3.0 FT
 AA5870'(0.9 M) WEST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0073 ***********************************************************************
 SG0073  DESIGNATION -  823
 SG0073  PID         -  SG0073
 SG0073  STATE/COUNTY-  MI/HOUGHTON
 SG0073  USGS QUAD   -  SOUTH RANGE (1975)
 SG0073
 SG0073                         *CURRENT SURVEY CONTROL
 SG0073  ___________________________________________________________________
 SG0073* NAD 83(1986)-  47 07 26.     (N)    088 38 06.     (W)     SCALED    
 SG0073* NAVD 88     -       250.572  (meters)     822.09   (feet)  ADJUSTED  
 SG0073  ___________________________________________________________________
 SG0073  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 SG0073  DYNAMIC HT  -         250.611 (meters)     822.21  (feet)  COMP
 SG0073  MODELED GRAV-     980,761.6   (mgal)                       NAVD 88
 SG0073
 SG0073  VERT ORDER  -  FIRST     CLASS II
 SG0073
 SG0073.The horizontal coordinates were scaled from a topographic map and have
 SG0073.an estimated accuracy of +/- 6 seconds.
 SG0073
 SG0073.The orthometric height was determined by differential leveling
 SG0073.and adjusted by the National Geodetic Survey in June 1991..
 SG0073
 SG0073.The geoid height was determined by GEOID03.
 SG0073
 SG0073.The dynamic height is computed by dividing the NAVD 88
 SG0073.geopotential number by the normal gravity value computed on the
 SG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0073.degrees latitude (g = 980.6199 gals.).
 SG0073
 SG0073.The modeled gravity was interpolated from observed gravity values.
 SG0073
 SG0073;                    North         East    Units  Estimated Accuracy
 SG0073;SPC MI N     -   261,430.    7,875,940.      MT  (+/- 180 meters Scaled)
 SG0073
 SG0073                          SUPERSEDED SURVEY CONTROL
 SG0073
 SG0073  NGVD 29 (??/??/92)  250.578  (m)          822.10   (f) ADJ UNCH    1 2
 SG0073
 SG0073.Superseded values are not recommended for survey control.
 SG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0073.See file dsdata.txt to determine how the superseded data were derived.
 SG0073
 SG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT759202(NAD 83)
 SG0073_MARKER: DB = BENCH MARK DISK
 SG0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 SG0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 SG0073_STAMPING: 823
 SG0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0073+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 SG0073
 SG0073  HISTORY     - Date     Condition        Report By
 SG0073  HISTORY     - UNK      MONUMENTED       USGS
 SG0073  HISTORY     - 1948     GOOD             NGS
 SG0073  HISTORY     - 20050714 GOOD             GEOCAC
 SG0073
 SG0073                          STATION DESCRIPTION
 SG0073
 SG0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0073'3.1 MI W FROM HOUGHTON.
 SG0073'ABOUT 3.1 MILES WEST ALONG THE COPPER RANGE RAILROAD FROM THE STATION
 SG0073'AT HOUGHTON, AT MILE POST 20, 67 FEET WEST-SOUTHWEST OF MILE POST
 SG0073'20, 23 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 1 FOOT ABOVE THE
 SG0073'TRACK AND SET ON A 3 1/2-INCH PIPE PROJECTING 10 INCHES.
 SG0073
 SG0073                          STATION RECOVERY (2005)
 SG0073
 SG0073'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0073'NAD 83(1986)-  47 07 25.5 (N)    088 38 07.2 (W)     HANDHELD GPS
 SG0073' 
 SG0073'HOUGHTON, 0.5 MILES WEST ALONG M-26 FROM THE SOUTH END OF THE LIFT
 SG0073'BRIDGE, THENCE 1.3 MILES RIGHT (NORTHWEST) ALONG CANAL RD, THENCE 250
 SG0073'FT MORE OR LESS LEFT (SOUTHWEST) ALONG MILL RD, THENCE 1.2 MILES RIGHT
 SG0073'(NORTHWEST) ALONG A SNOWMOBILE/ATV TRAIL TO MARK OF THE RIGHT.
 SG0073' 
 SG0073'IT IS IN THE NW 1/4 OF SECTION 33, T55N-R34W AND ON A STATE OF
 SG0073'MICHIGAN-DNR SNOWMOBILE/ATV TRAIL.  235 FT SOUTHEAST OF A U.G.
 SG0073'TELEPHONE CABLE MARKER POST, 24 FT NORTHEAST OF THE C/L OF THE TRAIL,
 SG0073'7 FT SOUTHWEST OF THE TOP OF STEEP BLUFF, 1.1 FT EAST OF A METAL
 SG0073'WITNESS POST, PROJECING 9 INCHES ABOVE GROUND AND ABOUT 1 FOOT ABOVE
 SG0073'LEVEL WITH THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0883 ***********************************************************************
 MC0883  DESIGNATION -  8247 Z USLS
 MC0883  PID         -  MC0883
 MC0883  STATE/COUNTY-  MI/MONROE
 MC0883  USGS QUAD   -  STONY POINT (1978)
 MC0883
 MC0883                         *CURRENT SURVEY CONTROL
 MC0883  ___________________________________________________________________
 MC0883* NAD 83(1986)-  41 55 12.     (N)    083 20 18.     (W)     SCALED    
 MC0883* NAVD 88     -       175.579  (meters)     576.05   (feet)  ADJUSTED  
 MC0883  ___________________________________________________________________
 MC0883  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0883  DYNAMIC HT  -         175.516 (meters)     575.84  (feet)  COMP
 MC0883  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 MC0883
 MC0883  VERT ORDER  -  FIRST     CLASS 0
 MC0883
 MC0883.The horizontal coordinates were scaled from a topographic map and have
 MC0883.an estimated accuracy of +/- 6 seconds.
 MC0883
 MC0883.The orthometric height was determined by differential leveling
 MC0883.and adjusted by the National Geodetic Survey in June 1991..
 MC0883
 MC0883.The geoid height was determined by GEOID03.
 MC0883
 MC0883.The dynamic height is computed by dividing the NAVD 88
 MC0883.geopotential number by the normal gravity value computed on the
 MC0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0883.degrees latitude (g = 980.6199 gals.).
 MC0883
 MC0883.The modeled gravity was interpolated from observed gravity values.
 MC0883
 MC0883;                    North         East    Units  Estimated Accuracy
 MC0883;SPC MI S     -    47,180.    4,085,310.      MT  (+/- 180 meters Scaled)
 MC0883
 MC0883                          SUPERSEDED SURVEY CONTROL
 MC0883
 MC0883  NGVD 29 (??/??/92)  175.751  (m)          576.61   (f) ADJ UNCH    1 0
 MC0883
 MC0883.Superseded values are not recommended for survey control.
 MC0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0883.See file dsdata.txt to determine how the superseded data were derived.
 MC0883
 MC0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060435(NAD 83)
 MC0883_MARKER: DD = SURVEY DISK
 MC0883_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0883_SP_SET: DOOR SUPPORT
 MC0883_STAMPING: 8247 Z 1964
 MC0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0883
 MC0883  HISTORY     - Date     Condition        Report By
 MC0883  HISTORY     - 1964     MONUMENTED       USLS
 MC0883  HISTORY     - 1969     GOOD             USLS
 MC0883
 MC0883                          STATION DESCRIPTION
 MC0883
 MC0883'DESCRIBED BY US LAKE SURVEY 1969
 MC0883'IN MONROE.
 MC0883'IS IN MONROE COUNTY, MICHIGAN, AT STERLING STATE PARK, ON WESTERLY
 MC0883'SIDE OF THE PARK LAGOON, AT THE PARK HEADQUARTERS BUILDING, 48.1 FEET
 MC0883'WEST OF FLAGPOLE, 40.7 FEET SOUTHEAST OF UTILITY POLE DF 59 40 G 6,
 MC0883'32.0 FEET NORTHEAST OF UTILITY POLE 272, 14.0 FEET NORTHEAST OF CEMENT
 MC0883'BLOCK CHIMNEY ATTACHED TO PARK OFFICE BUILDING, ABOUT 0.1 FOOT NORTH
 MC0883'OF THE RAISED LETTERS 8247-Z CAST INTO STEEL TRAP DOOR SUPPORT, ABOUT
 MC0883'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT BETWEEN TWO
 MC0883'CHISELED LINES IN TOP OF STEEL SUPPORT FOR 3-1/2 X 3-1/2 FOOT STEEL
 MC0883'TRAP DOOR AND BETWEEN HINGES FOR DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0492 ***********************************************************************
 NF0492  DESIGNATION -  829.76
 NF0492  PID         -  NF0492
 NF0492  STATE/COUNTY-  MI/CALHOUN
 NF0492  USGS QUAD   -  BATTLE CREEK (1985)
 NF0492
 NF0492                         *CURRENT SURVEY CONTROL
 NF0492  ___________________________________________________________________
 NF0492* NAD 83(1994)-  42 19 03.22151(N)    085 11 25.47647(W)     ADJUSTED  
 NF0492* NAVD 88     -       252.789  (meters)     829.36   (feet)  ADJUSTED  
 NF0492  ___________________________________________________________________
 NF0492  X           -     396,038.939 (meters)                     COMP
 NF0492  Y           -  -4,706,853.883 (meters)                     COMP
 NF0492  Z           -   4,271,899.374 (meters)                     COMP
 NF0492  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NF0492  ELLIP HEIGHT-         219.39  (meters)          (07/17/02) GPS OBS
 NF0492  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF0492  DYNAMIC HT  -         252.710 (meters)     829.10  (feet)  COMP
 NF0492  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NF0492
 NF0492  HORZ ORDER  -  FIRST
 NF0492  VERT ORDER  -  FIRST     CLASS II
 NF0492  ELLP ORDER  -  FOURTH    CLASS I
 NF0492
 NF0492.The horizontal coordinates were established by GPS observations
 NF0492.and adjusted by the National Geodetic Survey in February 1997..
 NF0492
 NF0492.The orthometric height was determined by differential leveling
 NF0492.and adjusted by the National Geodetic Survey in June 1991..
 NF0492
 NF0492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0492
 NF0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0492
 NF0492.The ellipsoidal height was determined by GPS observations
 NF0492.and is referenced to NAD 83.
 NF0492
 NF0492.The geoid height was determined by GEOID03.
 NF0492
 NF0492.The dynamic height is computed by dividing the NAVD 88
 NF0492.geopotential number by the normal gravity value computed on the
 NF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0492.degrees latitude (g = 980.6199 gals.).
 NF0492
 NF0492.The modeled gravity was interpolated from observed gravity values.
 NF0492
 NF0492;                    North         East     Units Scale Factor Converg.
 NF0492;SPC MI S     -    91,145.347 3,932,096.704   MT  0.99995559   -0 33 38.1
 NF0492;SPC MI S     -   299,033.29 12,900,579.74   iFT  0.99995559   -0 33 38.1
 NF0492;UTM  16      - 4,686,621.362   649,120.852   MT  0.99987361   +1 13 06.6
 NF0492
 NF0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0492!SPC MI S     -   0.99996559  x   0.99995559  =   0.99992118
 NF0492!UTM  16      -   0.99996559  x   0.99987361  =   0.99983921
 NF0492
 NF0492                          SUPERSEDED SURVEY CONTROL
 NF0492
 NF0492  ELLIP H (02/03/97)  219.40   (m)                       GP(       ) 4 1
 NF0492  NAD 83(1986)-  42 19 03.22158(N)    085 11 25.49070(W) AD(       ) 1
 NF0492  NGVD 29 (01/19/93)  252.923  (m)          829.80   (f) ADJUSTED    1 2
 NF0492
 NF0492.Superseded values are not recommended for survey control.
 NF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0492.See file dsdata.txt to determine how the superseded data were derived.
 NF0492
 NF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4912186621(NAD 83)
 NF0492_MARKER: DB = BENCH MARK DISK
 NF0492_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF0492_SP_SET: ABUTMENT OR PIER OF LARGE BRID
 NF0492_STAMPING: 829.76
 NF0492_MARK LOGO: USE   
 NF0492_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0492+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2005
 NF0492
 NF0492  HISTORY     - Date     Condition        Report By
 NF0492  HISTORY     - 1985     MONUMENTED       USE
 NF0492  HISTORY     - 1962     GOOD             NGS
 NF0492  HISTORY     - 1977     GOOD             MIDH
 NF0492  HISTORY     - 1985     GOOD             NGS
 NF0492  HISTORY     - 1987     GOOD             USPSQD
 NF0492  HISTORY     - 19920707 GOOD             HOLDEN
 NF0492  HISTORY     - 20011128 GOOD             NGS
 NF0492  HISTORY     - 20031018 GOOD             USPSQD
 NF0492  HISTORY     - 20050814 GOOD             USPSQD
 NF0492
 NF0492                          STATION DESCRIPTION
 NF0492
 NF0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NF0492'AT BATTLE CREEK.
 NF0492'AT BATTLE CREEK, STATION IS LOCATED ON THE TOP OF THE SE PARAPET
 NF0492'OF MC CAMLY STREET BRIDGE OVER THE KALAMAZOO DIVERSION CANAL.
 NF0492'IT IS 29.2 FT EAST OF THE CENTERLINE OF MC CAMLY STREET AND
 NF0492'52.2 FT SOUTH OF THE INTERSECTION OF THE CENTERLINE OF MC CAMLY
 NF0492'STREET AND THE CENTERLINE OF THE CANAL.  DISK IS 4 FEET ABOVE
 NF0492'ROADWAY.
 NF0492
 NF0492                          STATION RECOVERY (1977)
 NF0492
 NF0492'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (1985)
 NF0492
 NF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0492'RECOVERED IN GOOD CONDITION.  ADD--13.0 M (42.7 FT) NORTH OF THE
 NF0492'CENTERLINE OF THE WEST BOUND LANES OF DICKMAN ROAD, AND 1.4 M (4.6 FT)
 NF0492'NORTH OF THE SOUTH END OF THE RETAINING WALL.
 NF0492
 NF0492                          STATION RECOVERY (1987)
 NF0492
 NF0492'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0492'RECOVERED IN GOOD CONDITION.
 NF0492
 NF0492                          STATION RECOVERY (1992)
 NF0492
 NF0492'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0492'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE I-94 INTERCHANGE
 NF0492'WITH THE HELMER ROAD, AND 3 MILES NORTH NORTHWEST OF THE I-94
 NF0492'INTERCHANGE WITH M-66. IT IS IN THE CITY OF BATTLE CREEK, IN THE
 NF0492'NORTH 1/2 OF SECTION 12 T2S,R8W, BATTLE CREEK TOWNSHIP, IN QUAD
 NF0492'42085213. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK.
 NF0492'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 3.0
 NF0492'MI (4.8 KM) TO DICKMAN ROAD, TURN LEFT AND GO WEST AND NORTHERLY 0.7
 NF0492'MI (1.1 KM) TO MCKAMLY STREET AND THE STATION ON THE RIGHT AS
 NF0492'DESCRIBED.
 NF0492'STATION IS LOCATED ON THE TOP OF THE SOUTHEAST CONCRETE PARAPET OF THE
 NF0492'MCKAMLY STREET BRIDGE OVER THE DIVERSION CANAL , 4.3 FT (1.3 M) NORTH
 NF0492'FROM THE SOUTH END OF THE PARAPET, 5.7 FT (1.7 M) NORTHEAST FROM A
 NF0492'CONCRETE LIGHT POLE, 5.0 FT (1.5 M) EAST OF THE CURB, 30.0 FT
 NF0492'(9.1 M) EAST FROM THE CENTER OF MCKAMLY STREET AND 60.0 FT (18.3 M)
 NF0492'NORTH FROM THE MEDIAN CURB IN THE CENTER OF DICKMAN STREET.
 NF0492
 NF0492                          STATION RECOVERY (2001)
 NF0492
 NF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0492'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0492
 NF0492                          STATION RECOVERY (2003)
 NF0492
 NF0492'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF0492'MARK IS NOW 9' NORTHEAST OF A WOOD LIGHT POLE.
 NF0492
 NF0492                          STATION RECOVERY (2005)
 NF0492
 NF0492'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0110 ***********************************************************************
 OK0110  DESIGNATION -  83 1/2
 OK0110  PID         -  OK0110
 OK0110  STATE/COUNTY-  MI/SHIAWASSEE
 OK0110  USGS QUAD   -  OVID EAST (1974)
 OK0110
 OK0110                         *CURRENT SURVEY CONTROL
 OK0110  ___________________________________________________________________
 OK0110* NAD 83(1986)-  43 00 13.     (N)    084 16 06.     (W)     SCALED    
 OK0110* NAVD 88     -       234.934  (meters)     770.78   (feet)  ADJUSTED  
 OK0110  ___________________________________________________________________
 OK0110  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 OK0110  DYNAMIC HT  -         234.881 (meters)     770.61  (feet)  COMP
 OK0110  MODELED GRAV-     980,390.5   (mgal)                       NAVD 88
 OK0110
 OK0110  VERT ORDER  -  SECOND    CLASS 0
 OK0110
 OK0110.The horizontal coordinates were scaled from a topographic map and have
 OK0110.an estimated accuracy of +/- 6 seconds.
 OK0110
 OK0110.The orthometric height was determined by differential leveling
 OK0110.and adjusted by the National Geodetic Survey in June 1991..
 OK0110
 OK0110.The geoid height was determined by GEOID03.
 OK0110
 OK0110.The dynamic height is computed by dividing the NAVD 88
 OK0110.geopotential number by the normal gravity value computed on the
 OK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0110.degrees latitude (g = 980.6199 gals.).
 OK0110
 OK0110.The modeled gravity was interpolated from observed gravity values.
 OK0110
 OK0110;                    North         East    Units  Estimated Accuracy
 OK0110;SPC MI S     -   167,020.    4,008,020.      MT  (+/- 180 meters Scaled)
 OK0110
 OK0110                          SUPERSEDED SURVEY CONTROL
 OK0110
 OK0110  NGVD 29 (??/??/92)  235.078  (m)          771.25   (f) ADJ UNCH    2 0
 OK0110
 OK0110.Superseded values are not recommended for survey control.
 OK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0110.See file dsdata.txt to determine how the superseded data were derived.
 OK0110
 OK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN226648(NAD 83)
 OK0110_MARKER: Z = SEE DESCRIPTION
 OK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0110_STAMPING: BM NO 83 1/2
 OK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0110+STABILITY: SURFACE MOTION
 OK0110
 OK0110  HISTORY     - Date     Condition        Report By
 OK0110  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0110  HISTORY     - 1934     GOOD             NGS
 OK0110  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0110  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0110  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0110
 OK0110                          STATION DESCRIPTION
 OK0110
 OK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0110'5.1 MI W FROM OWOSSO.
 OK0110'5.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0110'STATION AT OWOSSO, SHIAWASSEE COUNTY, 28.5 FEET SOUTH OF THE
 OK0110'CENTERLINE OF COUNTY HIGHWAY 497, 32 FEET NORTH OF THE NORTH
 OK0110'RAIL, 2.2 FEET SOUTH OF A FENCE AND 1 FOOT LOWER THAN THE TOP
 OK0110'OF THE RAIL.  A BRONZE PLUG, STAMPED BM NO. 83 1/2 AND SET IN
 OK0110'THE TOP OF A CONCRETE POST.
 OK0110
 OK0110                          STATION RECOVERY (1974)
 OK0110
 OK0110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0110'MARK NOT FOUND.
 OK0110
 OK0110                          STATION RECOVERY (2001)
 OK0110
 OK0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0110
 OK0110                          STATION RECOVERY (2001)
 OK0110
 OK0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0110'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1308 ***********************************************************************
 RJ1308  DESIGNATION -  83 C6W 008
 RJ1308  PID         -  RJ1308
 RJ1308  STATE/COUNTY-  MI/CHIPPEWA
 RJ1308  USGS QUAD   -  OAK RIDGE (1976)
 RJ1308
 RJ1308                         *CURRENT SURVEY CONTROL
 RJ1308  ___________________________________________________________________
 RJ1308* NAD 83(1994)-  46 17 19.00481(N)    084 12 38.15598(W)     ADJUSTED  
 RJ1308* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1308  ___________________________________________________________________
 RJ1308  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 RJ1308  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1308
 RJ1308  HORZ ORDER  -  SECOND
 RJ1308
 RJ1308.The horizontal coordinates were established by classical geodetic methods
 RJ1308.and adjusted by the National Geodetic Survey in February 1997..
 RJ1308
 RJ1308.The orthometric height was scaled from a topographic map.
 RJ1308
 RJ1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1308
 RJ1308.The geoid height was determined by GEOID03.
 RJ1308
 RJ1308;                    North         East     Units Scale Factor Converg.
 RJ1308;SPC MI N     -   171,083.905 8,214,884.773   MT  0.99990284   +2 00 58.1
 RJ1308;SPC MI N     -   561,298.90 26,951,721.70   iFT  0.99990284   +2 00 58.1
 RJ1308;UTM  16      - 5,129,897.108   714,860.314   MT  1.00016752   +2 01 01.3
 RJ1308
 RJ1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1308!SPC MI N     -   0.99997673  x   0.99990284  =   0.99987957
 RJ1308!UTM  16      -   0.99997673  x   1.00016752  =   1.00014424
 RJ1308
 RJ1308                          SUPERSEDED SURVEY CONTROL
 RJ1308
 RJ1308  NAD 83(1986)-  46 17 18.99628(N)    084 12 38.15241(W) AD(       ) 2
 RJ1308
 RJ1308.Superseded values are not recommended for survey control.
 RJ1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1308.See file dsdata.txt to determine how the superseded data were derived.
 RJ1308
 RJ1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1486029897(NAD 83)
 RJ1308_MARKER: DS = TRIANGULATION STATION DISK
 RJ1308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1308+WITH SETTING: INFORMATION.
 RJ1308_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1308
 RJ1308  HISTORY     - Date     Condition        Report By
 RJ1308  HISTORY     - 1988     MONUMENTED       USE
 RJ1308
 RJ1308                          STATION DESCRIPTION
 RJ1308
 RJ1308'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1308'THE STATION IS LOCATED ABOUT 24.9 KM (15.5 MI) SOUTH-SOUTHEAST OF
 RJ1308'SAULT STE MARIE, 31.1 KM (19.3 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1308'41.0 KM
 RJ1308'(25.5 MI) NORTHWEST OF DETOUR VILLAGE,
 RJ1308'ON NEEBISH ISLAND NEAR THE FERRY DOCK, IN PART OF LOT 1,
 RJ1308'THIBERT PLAT OF OAK RIDGE PARK IN SEC 17, T45N-R2E.
 RJ1308'OWNERSHIP---CLIFFORD W. AND DOROTHY M. TYNER
 RJ1308'
 RJ1308'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1308'4.3 KM
 RJ1308'(2.7 MI) ON 15 MILE ROAD
 RJ1308'TO SCENIC DRIVE, TURN LEFT AND GO NORTH FOR 3.7 KM (2.3 MI) ON
 RJ1308'SCENIC DRIVE TO THE BRIDGE CROSSING THE CHARLOTTE RIVER, ON THE
 RJ1308'NORTH END OF THE BRIDGE TURN RIGHT ONTO A GRAVEL ROAD AND FOLLOW IT
 RJ1308'TO THE PUBLIC BOAT LAUNCH. TRAVEL
 RJ1308'BY BOAT DOWNRIVER FOR 10 MINUTES TO THE NEEBISH ISLAND
 RJ1308'FERRY DOCK WHERE STATION IS LOCATED.
 RJ1308'
 RJ1308'THE STATION IS A STANDARD COE DISK
 RJ1308'THAT IS STAMPED---C6W-008 1988---, SET INTO A PVC SLEEVE AND
 RJ1308'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND, LOCATED 17.7
 RJ1308'METERS (58 FT) EAST OF THE WATER.
 RJ1308'
 RJ1308'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0326 ***********************************************************************
 NF0326  DESIGNATION -  831
 NF0326  PID         -  NF0326
 NF0326  STATE/COUNTY-  MI/IONIA
 NF0326  USGS QUAD   -  FREEPORT (1978)
 NF0326
 NF0326                         *CURRENT SURVEY CONTROL
 NF0326  ___________________________________________________________________
 NF0326* NAD 83(1986)-  42 51 12.     (N)    085 18 41.     (W)     SCALED    
 NF0326* NAVD 88     -       253.041  (meters)     830.19   (feet)  ADJUSTED  
 NF0326  ___________________________________________________________________
 NF0326  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0326  DYNAMIC HT  -         252.970 (meters)     829.95  (feet)  COMP
 NF0326  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NF0326
 NF0326  VERT ORDER  -  SECOND    CLASS 0
 NF0326
 NF0326.The horizontal coordinates were scaled from a topographic map and have
 NF0326.an estimated accuracy of +/- 6 seconds.
 NF0326
 NF0326.The orthometric height was determined by differential leveling
 NF0326.and adjusted by the National Geodetic Survey in June 1991..
 NF0326
 NF0326.The geoid height was determined by GEOID03.
 NF0326
 NF0326.The dynamic height is computed by dividing the NAVD 88
 NF0326.geopotential number by the normal gravity value computed on the
 NF0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0326.degrees latitude (g = 980.6199 gals.).
 NF0326
 NF0326.The modeled gravity was interpolated from observed gravity values.
 NF0326
 NF0326;                    North         East    Units  Estimated Accuracy
 NF0326;SPC MI S     -   150,760.    3,922,790.      MT  (+/- 180 meters Scaled)
 NF0326
 NF0326                          SUPERSEDED SURVEY CONTROL
 NF0326
 NF0326  NGVD 29 (??/??/92)  253.164  (m)          830.59   (f) ADJ UNCH    2 0
 NF0326
 NF0326.Superseded values are not recommended for survey control.
 NF0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0326.See file dsdata.txt to determine how the superseded data were derived.
 NF0326
 NF0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN379459(NAD 83)
 NF0326_MARKER: P = PIPE CAP
 NF0326_SETTING: 0 = UNSPECIFIED SETTING
 NF0326_STAMPING: MICH 831
 NF0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0326
 NF0326  HISTORY     - Date     Condition        Report By
 NF0326  HISTORY     - UNK      MONUMENTED       USGS
 NF0326  HISTORY     - 1948     GOOD             NGS
 NF0326  HISTORY     - 1989     GOOD             USPSQD
 NF0326  HISTORY     - 20060303 POOR             INDIV
 NF0326
 NF0326                          STATION DESCRIPTION
 NF0326
 NF0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0326'AT ELMDALE.
 NF0326'AT ELMDALE, 276 FEET EAST OF THE CHESAPEAKE AND OHIO RAILWAY
 NF0326'STATION, AT THE CROSSING OF THE RAILWAY AND THE IONIA-KENT
 NF0326'COUNTY LINE ROAD, 60 FEET NORTHEAST OF THE CENTER OF THE
 NF0326'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 13 1/2 FEET
 NF0326'NORTH-NORTHEAST OF TELEPHONE POLE NO. 66/7, 16 FEET SOUTHWEST
 NF0326'OF THE SOUTH END OF A 12-INCH PIPE CULVERT.  1 1/2 FEET NORTH
 NF0326'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 NF0326'AND PROJECTING 10 INCHES.
 NF0326
 NF0326                          STATION RECOVERY (1989)
 NF0326
 NF0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0326'RECOVERED IN GOOD CONDITION.
 NF0326
 NF0326                          STATION RECOVERY (2006)
 NF0326
 NF0326'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DF)
 NF0326'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0692 ***********************************************************************
 NF0692  DESIGNATION -  831
 NF0692  PID         -  NF0692
 NF0692  STATE/COUNTY-  MI/ALLEGAN
 NF0692  USGS QUAD   -  MARTIN (1982)
 NF0692
 NF0692                         *CURRENT SURVEY CONTROL
 NF0692  ___________________________________________________________________
 NF0692* NAD 83(1986)-  42 35 39.     (N)    085 38 13.     (W)     SCALED    
 NF0692* NAVD 88     -       253.202  (meters)     830.71   (feet)  ADJUSTED  
 NF0692  ___________________________________________________________________
 NF0692  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0692  DYNAMIC HT  -         253.131 (meters)     830.48  (feet)  COMP
 NF0692  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 NF0692
 NF0692  VERT ORDER  -  SECOND    CLASS 0
 NF0692
 NF0692.The horizontal coordinates were scaled from a topographic map and have
 NF0692.an estimated accuracy of +/- 6 seconds.
 NF0692
 NF0692.The orthometric height was determined by differential leveling
 NF0692.and adjusted by the National Geodetic Survey in June 1991..
 NF0692.WARNING-Repeat measurements at this control monument indicate possible
 NF0692.vertical movement.
 NF0692
 NF0692.The geoid height was determined by GEOID03.
 NF0692
 NF0692.The dynamic height is computed by dividing the NAVD 88
 NF0692.geopotential number by the normal gravity value computed on the
 NF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0692.degrees latitude (g = 980.6199 gals.).
 NF0692
 NF0692.The modeled gravity was interpolated from observed gravity values.
 NF0692
 NF0692;                    North         East    Units  Estimated Accuracy
 NF0692;SPC MI S     -   122,320.    3,895,750.      MT  (+/- 180 meters Scaled)
 NF0692
 NF0692                          SUPERSEDED SURVEY CONTROL
 NF0692
 NF0692  NGVD 29 (??/??/92)  253.329  (m)          831.13   (f) ADJ UNCH    2 0
 NF0692
 NF0692.Superseded values are not recommended for survey control.
 NF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0692.See file dsdata.txt to determine how the superseded data were derived.
 NF0692
 NF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN118166(NAD 83)
 NF0692_MARKER: P = PIPE CAP
 NF0692_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0692_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0692_STAMPING: MICH 831 831.216
 NF0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0692
 NF0692  HISTORY     - Date     Condition        Report By
 NF0692  HISTORY     - UNK      MONUMENTED       USGS
 NF0692  HISTORY     - 1948     GOOD             NGS
 NF0692  HISTORY     - 1983     GOOD             LOCSUR
 NF0692  HISTORY     - 1987     GOOD             USPSQD
 NF0692  HISTORY     - 1988     GOOD             USPSQD
 NF0692  HISTORY     - 1989     GOOD             USPSQD
 NF0692  HISTORY     - 19971011 GOOD             USPSQD
 NF0692
 NF0692                          STATION DESCRIPTION
 NF0692
 NF0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0692'AT SHELBYVILLE.
 NF0692'AT SHELBYVILLE, AT THE PENNSYLVANIA RAILROAD STATION, 105 FEET
 NF0692'NORTHEAST AND ACROSS THE TRACKS FROM THE STATION, 60 FEET EAST
 NF0692'OF THE EAST RAIL OF THE MAIN TRACK, 22 FEET SOUTH OF THE CENTER
 NF0692'LINE OF THE BLACK TOP ROAD, 4 FEET NORTH OF THE NORTH EDGE OF A
 NF0692'CONCRETE WALK, 12.5 FEET EAST OF A TELEPHONE POLE, 1 FOOT EAST
 NF0692'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE WALK AND
 NF0692'PROJECTING 3 INCHES.
 NF0692
 NF0692                          STATION RECOVERY (1983)
 NF0692
 NF0692'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0692'WARNING SIGN POST 6 INCHES WEST NORTHWEST OF MARK.
 NF0692
 NF0692                          STATION RECOVERY (1987)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (1988)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JK)
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (1989)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0692'RECOVERED IN GOOD CONDITION.
 NF0692
 NF0692                          STATION RECOVERY (1997)
 NF0692
 NF0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8095 ***********************************************************************
 AA8095  CBN         -  This is a Cooperative Base Network Control Station.
 AA8095  DESIGNATION -  83102
 AA8095  PID         -  AA8095
 AA8095  STATE/COUNTY-  MI/WEXFORD
 AA8095  USGS QUAD   -  MESICK (1987)
 AA8095
 AA8095                         *CURRENT SURVEY CONTROL
 AA8095  ___________________________________________________________________
 AA8095* NAD 83(1994)-  44 24 37.50143(N)    085 41 56.42960(W)     ADJUSTED  
 AA8095* NAVD 88     -       288.4    (meters)     946.     (feet)  GPS OBS   
 AA8095  ___________________________________________________________________
 AA8095  X           -     342,271.300 (meters)                     COMP
 AA8095  Y           -  -4,551,008.896 (meters)                     COMP
 AA8095  Z           -   4,440,960.498 (meters)                     COMP
 AA8095  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 AA8095  ELLIP HEIGHT-         254.15  (meters)          (06/11/02) GPS OBS
 AA8095  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 AA8095
 AA8095  HORZ ORDER  -  B
 AA8095  ELLP ORDER  -  FOURTH    CLASS I
 AA8095
 AA8095.The horizontal coordinates were established by GPS observations
 AA8095.and adjusted by the National Geodetic Survey in September 1995..
 AA8095
 AA8095.The orthometric height was determined by GPS observations and a
 AA8095.high-resolution geoid model.
 AA8095
 AA8095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8095
 AA8095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8095
 AA8095.The ellipsoidal height was determined by GPS observations
 AA8095.and is referenced to NAD 83.
 AA8095
 AA8095.The geoid height was determined by GEOID03.
 AA8095
 AA8095;                    North         East     Units Scale Factor Converg.
 AA8095;SPC MI C     -   122,410.280 5,893,886.817   MT  0.99995568   -0 56 28.2
 AA8095;SPC MI C     -   401,608.53 19,336,899.01   iFT  0.99995568   -0 56 28.2
 AA8095;UTM  16      - 4,918,281.649   603,584.357   MT  0.99973195   +0 54 37.8
 AA8095
 AA8095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8095!SPC MI C     -   0.99996015  x   0.99995568  =   0.99991583
 AA8095!UTM  16      -   0.99996015  x   0.99973195  =   0.99969211
 AA8095
 AA8095                          SUPERSEDED SURVEY CONTROL
 AA8095
 AA8095  ELLIP H (09/20/95)  254.21   (m)                       GP(       ) 1 2
 AA8095
 AA8095.Superseded values are not recommended for survey control.
 AA8095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8095.See file dsdata.txt to determine how the superseded data were derived.
 AA8095
 AA8095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0358418282(NAD 83)
 AA8095_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8095_STAMPING: 83102 1980
 AA8095_MARK LOGO: MIDT  
 AA8095_PROJECTION: FLUSH
 AA8095_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8095+STABILITY: SURFACE MOTION
 AA8095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8095+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 AA8095
 AA8095  HISTORY     - Date     Condition        Report By
 AA8095  HISTORY     - 1980     MONUMENTED       MIDT
 AA8095  HISTORY     - 19940520 GOOD             NGS
 AA8095  HISTORY     - 20010426 GOOD             MIDNR
 AA8095
 AA8095                          STATION DESCRIPTION
 AA8095
 AA8095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8095'STATION IS LOCATED IN QUAD 440853, ABOUT 1 MI (1.6 KM) NORTHEAST OF
 AA8095'THE CENTER OF MESICK, 7 MI (11.3 KM) SOUTH OF BUCKLEY, 13 MI (20.9 KM)
 AA8095'SOUTHEAST OF COPEMISH, 15 MI (24.1 KM) WEST OF MANTON, IN THE
 AA8095'SOUTHWEST 1/4 OF SECTION 6, T 23 N, R 11 W, ANTIOCH TOWNSHIP,
 AA8095'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION
 AA8095'FROM THE WEST JUNCTION OF STATE HIGHWAYS 37 SOUTH AND 115 IN MESICK,
 AA8095'GO EASTERLY ON HIGHWAYS 37 AND 115 FOR 1.05 MI (1.69 KM) TO THE EAST
 AA8095'JUNCTION OF THE HIGHWAYS.  TURN LEFT, NORTH, ON HIGHWAY 37 AND GO 0.55
 AA8095'MI (0.89 KM) TO THE INTERSECTION OF STATE HIGHWAY 42 AND THE STATION
 AA8095'IN THE NORTHEAST CORNER OF INTERSECTION.  STATION IS FLUSH WITH
 AA8095'GROUND.  IT IS 114.0 FT (34.7 M) NORTHEAST FROM THE INTERSECTION OF
 AA8095'HIGHWAYS 37 AND 42 CENTERLINES, 108.0 FEET (32.9 M) NORTH FROM THE
 AA8095'CENTERLINE OF HIGHWAY 42, 38.0 FEET (11.6 M) EAST OF THE CENTERLINE OF
 AA8095'HIGHWAY 37, AND 4.0 FEET (1.2 M) WEST OF A METAL WITNESS POST. THERE
 AA8095'IS AN UNDERGROUND MARK SET INTO AN IRREGULAR MASS OF CONCRETE 4.0 FEET
 AA8095'(1.2 M) BELOW GROUND SURFACE.
 AA8095
 AA8095                          STATION RECOVERY (2001)
 AA8095
 AA8095'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (CWM)
 AA8095'STATION WAS RECOVERED ON 04-03-2001 BY THE MICHIGAN DEPARTMENT
 AA8095'OF NATURAL RESOURCES (CWM) IN GOOD CONDITION.  STATION IS
 AA8095'GOOD TO USE FOR G.P.S.
 AA8095' 
 AA8095'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8095' 
 AA8095'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0696 ***********************************************************************
 NF0696  DESIGNATION -  832
 NF0696  PID         -  NF0696
 NF0696  STATE/COUNTY-  MI/ALLEGAN
 NF0696  USGS QUAD   -  MARTIN (1982)
 NF0696
 NF0696                         *CURRENT SURVEY CONTROL
 NF0696  ___________________________________________________________________
 NF0696* NAD 83(1986)-  42 32 15.     (N)    085 37 53.     (W)     SCALED    
 NF0696* NAVD 88     -       253.519  (meters)     831.75   (feet)  ADJUSTED  
 NF0696  ___________________________________________________________________
 NF0696  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF0696  DYNAMIC HT  -         253.446 (meters)     831.51  (feet)  COMP
 NF0696  MODELED GRAV-     980,328.2   (mgal)                       NAVD 88
 NF0696
 NF0696  VERT ORDER  -  SECOND    CLASS 0
 NF0696
 NF0696.The horizontal coordinates were scaled from a topographic map and have
 NF0696.an estimated accuracy of +/- 6 seconds.
 NF0696
 NF0696.The orthometric height was determined by differential leveling
 NF0696.and adjusted by the National Geodetic Survey in June 1991..
 NF0696.WARNING-Repeat measurements at this control monument indicate possible
 NF0696.vertical movement.
 NF0696
 NF0696.The geoid height was determined by GEOID03.
 NF0696
 NF0696.The dynamic height is computed by dividing the NAVD 88
 NF0696.geopotential number by the normal gravity value computed on the
 NF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0696.degrees latitude (g = 980.6199 gals.).
 NF0696
 NF0696.The modeled gravity was interpolated from observed gravity values.
 NF0696
 NF0696;                    North         East    Units  Estimated Accuracy
 NF0696;SPC MI S     -   116,020.    3,896,120.      MT  (+/- 180 meters Scaled)
 NF0696
 NF0696                          SUPERSEDED SURVEY CONTROL
 NF0696
 NF0696  NGVD 29 (??/??/92)  253.646  (m)          832.17   (f) ADJ UNCH    2 0
 NF0696
 NF0696.Superseded values are not recommended for survey control.
 NF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0696.See file dsdata.txt to determine how the superseded data were derived.
 NF0696
 NF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN123103(NAD 83)
 NF0696_MARKER: P = PIPE CAP
 NF0696_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0696_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0696_STAMPING: MICH 832 832.118
 NF0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0696
 NF0696  HISTORY     - Date     Condition        Report By
 NF0696  HISTORY     - UNK      MONUMENTED       USGS
 NF0696  HISTORY     - 1948     GOOD             NGS
 NF0696  HISTORY     - 1989     POOR             USPSQD
 NF0696  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0696
 NF0696                          STATION DESCRIPTION
 NF0696
 NF0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0696'AT MARTIN.
 NF0696'AT MARTIN, AT THE PENNSLVANIA RAILROAD STATION, ABOUT 0.2 MILE
 NF0696'NORTH OF MILE POST 203, 116.5 FEET EAST AND ACROSS THE TRACKS
 NF0696'FROM THE NORTHEAST CORNER OF THE RAILROAD STATION, 96.4 FEET EAST
 NF0696'OF THE EAST RAIL OF THE MAIN TRACK, 42 FEET SOUTH OF THE CENTER
 NF0696'LINE OF AN EAST-WEST ROAD, 11.5 FEET SOUTHWEST OF THE NORTHWEST
 NF0696'CORNER OF A BRICK TILE STORAGE BUILDING, ABOUT LEVEL WITH THE
 NF0696'ROAD AND TRACKS, AND PROJECTING ABOUT 3 INCHES.
 NF0696
 NF0696                          STATION RECOVERY (1989)
 NF0696
 NF0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0696'MARK RECOVERED IN POOR CONDITION.
 NF0696
 NF0696                          STATION RECOVERY (1997)
 NF0696
 NF0696'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0622 ***********************************************************************
 PL0622  DESIGNATION -  83200
 PL0622  PID         -  PL0622
 PL0622  STATE/COUNTY-  MI/WEXFORD
 PL0622  USGS QUAD   -  
 PL0622
 PL0622                         *CURRENT SURVEY CONTROL
 PL0622  ___________________________________________________________________
 PL0622* NAD 83(1994)-  44 11 55.75052(N)    085 25 11.38450(W)     ADJUSTED  
 PL0622* NAVD 88     -       424.3    (meters)    1392.     (feet)  GPS OBS   
 PL0622  ___________________________________________________________________
 PL0622  X           -     365,761.690 (meters)                     COMP
 PL0622  Y           -  -4,565,755.929 (meters)                     COMP
 PL0622  Z           -   4,424,229.039 (meters)                     COMP
 PL0622  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 PL0622  ELLIP HEIGHT-         391.11  (meters)          (02/03/97) GPS OBS
 PL0622  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 PL0622
 PL0622  HORZ ORDER  -  FIRST
 PL0622  ELLP ORDER  -  FOURTH    CLASS I
 PL0622
 PL0622.The horizontal coordinates were established by GPS observations
 PL0622.and adjusted by the National Geodetic Survey in February 1997..
 PL0622
 PL0622.The orthometric height was determined by GPS observations and a
 PL0622.high-resolution geoid model.
 PL0622
 PL0622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0622
 PL0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0622
 PL0622.The ellipsoidal height was determined by GPS observations
 PL0622.and is referenced to NAD 83.
 PL0622
 PL0622.The geoid height was determined by GEOID03.
 PL0622
 PL0622;                    North         East     Units Scale Factor Converg.
 PL0622;SPC MI C     -    98,573.541 5,915,815.104   MT  0.99999649   -0 44 38.3
 PL0622;SPC MI C     -   323,404.01 19,408,842.20   iFT  0.99999649   -0 44 38.3
 PL0622;UTM  16      - 4,895,169.680   626,265.452   MT  0.99979608   +1 06 06.3
 PL0622
 PL0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0622!SPC MI C     -   0.99993868  x   0.99999649  =   0.99993517
 PL0622!UTM  16      -   0.99993868  x   0.99979608  =   0.99973477
 PL0622
 PL0622                          SUPERSEDED SURVEY CONTROL
 PL0622
 PL0622  NAD 83(1986)-  44 11 55.74909(N)    085 25 11.38760(W) AD(       ) 1
 PL0622
 PL0622.Superseded values are not recommended for survey control.
 PL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0622.See file dsdata.txt to determine how the superseded data were derived.
 PL0622
 PL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2626595170(NAD 83)
 PL0622_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0622_SP_SET: CONCRETE POST
 PL0622_STAMPING: 83200 1993
 PL0622_MARK LOGO: MIDT  
 PL0622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0622+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 PL0622
 PL0622  HISTORY     - Date     Condition        Report By
 PL0622  HISTORY     - 1993     MONUMENTED       MIDT
 PL0622  HISTORY     - 19960705 GOOD             USPSQD
 PL0622  HISTORY     - 20030430 GOOD             WILCOX
 PL0622
 PL0622                          STATION DESCRIPTION
 PL0622
 PL0622'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0622'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC SOUTH QUADRANGLE
 PL0622'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 20, T-21-N, R-09-W, CLAM
 PL0622'LAKE TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) SOUTH OF CADILLAC, ABOUT 6.0 MI
 PL0622'(9.7 KM) NORTH OF TUSTIN, ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF LAKE
 PL0622'CITY, AND ON THE RIGHT-OF-WAY OF UNITED STATES HIGHWAY 131.
 PL0622'TO REACH THE STATION FROM THE CADILLAC STATE POLICE POST, AT THE
 PL0622'JUNCTION OF STATE HIGHWAY M-55 WEST AND UNITED STATES HIGHWAY 131, GO
 PL0622'SOUTH 3.3 MI (5.3 KM) ALONG UNITED STATES HIGHWAY 131 TO THE STATION
 PL0622'ON THE RIGHT AS DESCRIBED.
 PL0622'STATION IS 165.0 FT (50.3 M) SOUTHWEST OF A 15 INCH CONCRETE CULVERT
 PL0622'WITH HEADWALL, 103.6 FT (31.6 M) NORTHWEST OF THE CENTER OF
 PL0622'SOUTHBOUND UNITED STATES HIGHWAY 131, 82.2 FT (25.1 M) EAST OF A TAG
 PL0622'IN TOP OF WOOD RIGHT-OF-WAY FENCE POST, 78.9 FT (24.0 M) SOUTHEAST OF
 PL0622'A TAG IN TOP OF WOOD RIGHT-OF-WAY FENCE POST AND 3.0 FT (0.9 M) SOUTH
 PL0622'OF A METAL WITNESS POST WITH SIGN.
 PL0622
 PL0622                          STATION RECOVERY (1996)
 PL0622
 PL0622'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0622'RECOVERED IN GOOD CONDITION.
 PL0622
 PL0622                          STATION RECOVERY (2003)
 PL0622
 PL0622'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (JDG)
 PL0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0623 ***********************************************************************
 PL0623  DESIGNATION -  83201
 PL0623  PID         -  PL0623
 PL0623  STATE/COUNTY-  MI/WEXFORD
 PL0623  USGS QUAD   -  
 PL0623
 PL0623                         *CURRENT SURVEY CONTROL
 PL0623  ___________________________________________________________________
 PL0623* NAD 83(1994)-  44 12 44.54055(N)    085 24 11.97824(W)     ADJUSTED  
 PL0623* NAVD 88     -       419.6    (meters)    1377.     (feet)  GPS OBS   
 PL0623  ___________________________________________________________________
 PL0623  X           -     366,992.238 (meters)                     COMP
 PL0623  Y           -  -4,564,600.411 (meters)                     COMP
 PL0623  Z           -   4,425,305.395 (meters)                     COMP
 PL0623  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 PL0623  ELLIP HEIGHT-         386.48  (meters)          (02/03/97) GPS OBS
 PL0623  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 PL0623
 PL0623  HORZ ORDER  -  FIRST
 PL0623  ELLP ORDER  -  FOURTH    CLASS I
 PL0623
 PL0623.The horizontal coordinates were established by GPS observations
 PL0623.and adjusted by the National Geodetic Survey in February 1997..
 PL0623
 PL0623.The orthometric height was determined by GPS observations and a
 PL0623.high-resolution geoid model.
 PL0623
 PL0623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0623
 PL0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0623
 PL0623.The ellipsoidal height was determined by GPS observations
 PL0623.and is referenced to NAD 83.
 PL0623
 PL0623.The geoid height was determined by GEOID03.
 PL0623
 PL0623;                    North         East     Units Scale Factor Converg.
 PL0623;SPC MI C     -   100,062.352 5,917,153.351   MT  0.99999347   -0 43 56.3
 PL0623;SPC MI C     -   328,288.56 19,413,232.78   iFT  0.99999347   -0 43 56.3
 PL0623;UTM  16      - 4,896,700.521   627,554.796   MT  0.99980010   +1 06 48.7
 PL0623
 PL0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0623!SPC MI C     -   0.99993940  x   0.99999347  =   0.99993287
 PL0623!UTM  16      -   0.99993940  x   0.99980010  =   0.99973952
 PL0623
 PL0623                          SUPERSEDED SURVEY CONTROL
 PL0623
 PL0623  NAD 83(1986)-  44 12 44.53911(N)    085 24 11.98146(W) AD(       ) 1
 PL0623
 PL0623.Superseded values are not recommended for survey control.
 PL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0623.See file dsdata.txt to determine how the superseded data were derived.
 PL0623
 PL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2755596701(NAD 83)
 PL0623_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0623_SP_SET: CONCRETE POST
 PL0623_STAMPING: 83201 1993
 PL0623_MARK LOGO: MIDT  
 PL0623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0623+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2003
 PL0623
 PL0623  HISTORY     - Date     Condition        Report By
 PL0623  HISTORY     - 1993     MONUMENTED       MIDT
 PL0623  HISTORY     - 19960705 GOOD             USPSQD
 PL0623  HISTORY     - 20030430 GOOD             WILCOX
 PL0623
 PL0623                          STATION DESCRIPTION
 PL0623
 PL0623'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0623'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC SOUTH QUADRANGLE
 PL0623'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 16, T-21-N, R-9-W, CLAM
 PL0623'LAKE TOWNSHIP.  ABOUT 2.1 MI (3.4 KM) SOUTH OF CADILLAC, ABOUT 10.3
 PL0623'MI (16.6 KM) WEST OF MCBAIN, ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 PL0623'TUSTIN, AND IN THE RIGHT-OF-WAY OF UNITED STATES HIGHWAY 131.
 PL0623'TO REACH THE STATION FROM THE STATE POLICE POST IN CADILLAC, AT THE
 PL0623'JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE HIGHWAY M-55 WEST, GO
 PL0623'SOUTH 2.1 MI (3.4 KM) ALONG UNITED STATES HIGHWAY 131 TO STATION ON
 PL0623'THE LEFT AS DESCRIBED. STATION IS IN THE MEDIAN OF UNITED STATES
 PL0623'HIGHWAY 131 AT MEDIAN CROSSOVER.
 PL0623'STATION IS 20.6 FT (6.3 M) NORTHWEST FROM TOP/CENTER OF 15 INCH
 PL0623'DIAMETER CONCRETE CULVERT, 49.4 FT (15.1 M) SOUTHEAST OF CENTER OF
 PL0623'SOUTHBOUND UNITED STATES HIGHWAY 131, 46.0 FT (14.0 M) NORTHWEST OF
 PL0623'CENTER OF NORTHBOUND UNITED STATES HIGHWAY 131, 34.9 FT (10.6 M)
 PL0623'NORTHEAST OF CENTER MEDIAN CROSSOVER AND 3.0 FT (0.9 M) SOUTH OF A
 PL0623'METAL WITNESS POST WITH SIGN.
 PL0623
 PL0623                          STATION RECOVERY (1996)
 PL0623
 PL0623'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0623'RECOVERED IN GOOD CONDITION.
 PL0623
 PL0623                          STATION RECOVERY (2003)
 PL0623
 PL0623'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (JDG)
 PL0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0624 ***********************************************************************
 PL0624  DESIGNATION -  83202
 PL0624  PID         -  PL0624
 PL0624  STATE/COUNTY-  MI/WEXFORD
 PL0624  USGS QUAD   -  
 PL0624
 PL0624                         *CURRENT SURVEY CONTROL
 PL0624  ___________________________________________________________________
 PL0624* NAD 83(1994)-  44 15 09.62015(N)    085 21 47.53562(W)     ADJUSTED  
 PL0624* NAVD 88     -       419.2    (meters)    1375.     (feet)  GPS OBS   
 PL0624  ___________________________________________________________________
 PL0624  X           -     369,936.074 (meters)                     COMP
 PL0624  Y           -  -4,561,228.272 (meters)                     COMP
 PL0624  Z           -   4,428,513.810 (meters)                     COMP
 PL0624  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 PL0624  ELLIP HEIGHT-         386.01  (meters)          (02/03/97) GPS OBS
 PL0624  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 PL0624
 PL0624  HORZ ORDER  -  FIRST
 PL0624  ELLP ORDER  -  FOURTH    CLASS I
 PL0624
 PL0624.The horizontal coordinates were established by GPS observations
 PL0624.and adjusted by the National Geodetic Survey in February 1997..
 PL0624
 PL0624.The orthometric height was determined by GPS observations and a
 PL0624.high-resolution geoid model.
 PL0624
 PL0624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0624
 PL0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0624
 PL0624.The ellipsoidal height was determined by GPS observations
 PL0624.and is referenced to NAD 83.
 PL0624
 PL0624.The geoid height was determined by GEOID03.
 PL0624
 PL0624;                    North         East     Units Scale Factor Converg.
 PL0624;SPC MI C     -   104,499.769 5,920,414.703   MT  0.99998483   -0 42 14.3
 PL0624;SPC MI C     -   342,847.01 19,423,932.75   iFT  0.99998483   -0 42 14.3
 PL0624;UTM  16      - 4,901,239.863   630,670.932   MT  0.99981000   +1 08 32.5
 PL0624
 PL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0624!SPC MI C     -   0.99993948  x   0.99998483  =   0.99992431
 PL0624!UTM  16      -   0.99993948  x   0.99981000  =   0.99974949
 PL0624
 PL0624                          SUPERSEDED SURVEY CONTROL
 PL0624
 PL0624  NAD 83(1986)-  44 15 09.61867(N)    085 21 47.53844(W) AD(       ) 1
 PL0624
 PL0624.Superseded values are not recommended for survey control.
 PL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0624.See file dsdata.txt to determine how the superseded data were derived.
 PL0624
 PL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3067101240(NAD 83)
 PL0624_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0624_SP_SET: CONCRETE POST
 PL0624_STAMPING: 83202 1993
 PL0624_MARK LOGO: MIDT  
 PL0624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0624+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0624
 PL0624  HISTORY     - Date     Condition        Report By
 PL0624  HISTORY     - 1993     MONUMENTED       MIDT
 PL0624  HISTORY     - 19960705 GOOD             USPSQD
 PL0624
 PL0624                          STATION DESCRIPTION
 PL0624
 PL0624'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0624'STATION IS LOCATED IN QUAD 440851 ON THE JENNINGS QUANDRANGLE MAP. IT
 PL0624'IS IN THE SOUTHEAST 1/4 OF SECTION 35, T-22-N, R-09-W, HARING
 PL0624'TOWNSHIP.  ABOUT 2 MI (3.2 KM) EAST OF CADILLAC, ABOUT 7.5 MI
 PL0624'(12.1 KM) WEST OF LAKE CITY, ABOUT 11.0 MI (17.7 KM) SOUTH OF MANTON,
 PL0624'AND ON STATE HIGHWAY M-55 RIGHT-OF-WAY.
 PL0624'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0624'HIGHWAY M-55 EAST, GO EAST 1.82 MI (2.93 KM) ALONG STATE HIGHWAY M-55
 PL0624'TO STATION ON LEFT.
 PL0624'STATION IS 90 FT (27.4 M) NORTH OF A UTILITY POLE, 72.8 FT (22.2 M)
 PL0624'SOUTH OF A UTILITY POLE, 32.5 FT (9.9 M) NORTH OF CENTER OF STATE
 PL0624'HIGHWAY M-55 AND 3 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH
 PL0624'SIGN. STATION IS BETWEEN HOUSE NUMBER 10662 AND HOUSE NUMBER 10654.
 PL0624
 PL0624                          STATION RECOVERY (1996)
 PL0624
 PL0624'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0625 ***********************************************************************
 PL0625  DESIGNATION -  83203
 PL0625  PID         -  PL0625
 PL0625  STATE/COUNTY-  MI/WEXFORD
 PL0625  USGS QUAD   -  
 PL0625
 PL0625                         *CURRENT SURVEY CONTROL
 PL0625  ___________________________________________________________________
 PL0625* NAD 83(1994)-  44 15 29.21930(N)    085 23 44.80464(W)     ADJUSTED  
 PL0625* NAVD 88     -       435.5    (meters)    1429.     (feet)  GPS OBS   
 PL0625  ___________________________________________________________________
 PL0625  X           -     367,309.837 (meters)                     COMP
 PL0625  Y           -  -4,561,028.657 (meters)                     COMP
 PL0625  Z           -   4,428,958.489 (meters)                     COMP
 PL0625  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 PL0625  ELLIP HEIGHT-         402.30  (meters)          (02/03/97) GPS OBS
 PL0625  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 PL0625
 PL0625  HORZ ORDER  -  FIRST
 PL0625  ELLP ORDER  -  FOURTH    CLASS I
 PL0625
 PL0625.This mark is at Wexford County Airport (CAD)
 PL0625
 PL0625.The horizontal coordinates were established by GPS observations
 PL0625.and adjusted by the National Geodetic Survey in February 1997..
 PL0625
 PL0625.The orthometric height was determined by GPS observations and a
 PL0625.high-resolution geoid model.
 PL0625
 PL0625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0625
 PL0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0625
 PL0625.The ellipsoidal height was determined by GPS observations
 PL0625.and is referenced to NAD 83.
 PL0625
 PL0625.The geoid height was determined by GEOID03.
 PL0625
 PL0625;                    North         East     Units Scale Factor Converg.
 PL0625;SPC MI C     -   105,137.142 5,917,821.039   MT  0.99998370   -0 43 37.1
 PL0625;SPC MI C     -   344,938.13 19,415,423.36   iFT  0.99998370   -0 43 37.1
 PL0625;UTM  16      - 4,901,793.232   628,058.544   MT  0.99980168   +1 07 11.0
 PL0625
 PL0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0625!SPC MI C     -   0.99993692  x   0.99998370  =   0.99992062
 PL0625!UTM  16      -   0.99993692  x   0.99980168  =   0.99973862
 PL0625
 PL0625                          SUPERSEDED SURVEY CONTROL
 PL0625
 PL0625  NAD 83(1986)-  44 15 29.21786(N)    085 23 44.80787(W) AD(       ) 1
 PL0625
 PL0625.Superseded values are not recommended for survey control.
 PL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0625.See file dsdata.txt to determine how the superseded data were derived.
 PL0625
 PL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2805901793(NAD 83)
 PL0625_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0625_SP_SET: CONCRETE POST
 PL0625_STAMPING: 83203 1993
 PL0625_MARK LOGO: MIDT  
 PL0625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0625+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0625
 PL0625  HISTORY     - Date     Condition        Report By
 PL0625  HISTORY     - 1993     MONUMENTED       MIDT
 PL0625  HISTORY     - 19960705 GOOD             USPSQD
 PL0625
 PL0625                          STATION DESCRIPTION
 PL0625
 PL0625'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0625'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0625'MAP.  IT IS IN THE CITY OF CADILLAC, NEAR THE EAST LINE OF THE
 PL0625'SOUTHEAST 1/4 OF SECTION 33, T-22-N, R-9-W, HARING TOWNSHIP. ABOUT
 PL0625'0.1 MI (0.2 KM) WEST OF MCKINLEY SCHOOL, ABOUT 1.8 MI (2.9 KM)
 PL0625'SOUTHEAST OF CADILLAC AIRPORT BEACON AND ABOUT 0.6 MILE (1.0 KM)
 PL0625'NORTHEAST OF CADILLAC CITY HALL.
 PL0625'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0625'HIGHWAY M-55 EAST IN CADILLAC, GO NORTH 0.3 MI (0.5 KM) ALONG UNITED
 PL0625'STATES HIGHWAY 131 TO EAST NORTH STREET. TURN RIGHT AND GO EAST 0.405
 PL0625'MI (0.652 KM) ALONG EAST NORTH STREET TO STATION ON LEFT AS
 PL0625'DESCRIBED. STATION IS LOCATED ON TOP OF HILL WEST OF MCKINLEY
 PL0625'ELEMENTARY SCHOOL.
 PL0625'STATION IS 175.0 FT (53.3 M) NORTHERLY OF CENTER OF PAVEMENT OF EAST
 PL0625'NORTH STREET, 89.6 FT (27.3 M) NORTHWESTERLY OF A 19 INCH OAK WITH
 PL0625'TAG 6.5 FT (2.0 M) ABOVE GROUND, 122.5 FT (37.3 M) NORTHWESTERLY OF A
 PL0625'UTILITY POLE, 151.5 FT (46.2 M) NORTHWEST OF A 15 INCH OAK AND 3.0 FT
 PL0625'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0625
 PL0625                          STATION RECOVERY (1996)
 PL0625
 PL0625'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0626 ***********************************************************************
 PL0626  DESIGNATION -  83204
 PL0626  PID         -  PL0626
 PL0626  STATE/COUNTY-  MI/WEXFORD
 PL0626  USGS QUAD   -  
 PL0626
 PL0626                         *CURRENT SURVEY CONTROL
 PL0626  ___________________________________________________________________
 PL0626* NAD 83(1994)-  44 19 18.55269(N)    085 23 53.29903(W)     ADJUSTED  
 PL0626* NAVD 88     -       415.8    (meters)    1364.     (feet)  GPS OBS   
 PL0626  ___________________________________________________________________
 PL0626  X           -     366,724.263 (meters)                     COMP
 PL0626  Y           -  -4,556,102.330 (meters)                     COMP
 PL0626  Z           -   4,434,011.939 (meters)                     COMP
 PL0626  LAPLACE CORR-           3.90  (seconds)                    DEFLEC99
 PL0626  ELLIP HEIGHT-         382.47  (meters)          (02/03/97) GPS OBS
 PL0626  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 PL0626
 PL0626  HORZ ORDER  -  FIRST
 PL0626  ELLP ORDER  -  FOURTH    CLASS I
 PL0626
 PL0626.The horizontal coordinates were established by GPS observations
 PL0626.and adjusted by the National Geodetic Survey in February 1997..
 PL0626
 PL0626.The orthometric height was determined by GPS observations and a
 PL0626.high-resolution geoid model.
 PL0626
 PL0626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0626
 PL0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0626
 PL0626.The ellipsoidal height was determined by GPS observations
 PL0626.and is referenced to NAD 83.
 PL0626
 PL0626.The geoid height was determined by GEOID03.
 PL0626
 PL0626;                    North         East     Units Scale Factor Converg.
 PL0626;SPC MI C     -   112,217.426 5,917,722.644   MT  0.99997113   -0 43 43.1
 PL0626;SPC MI C     -   368,167.41 19,415,100.54   iFT  0.99997113   -0 43 43.1
 PL0626;UTM  16      - 4,908,865.419   627,732.013   MT  0.99980065   +1 07 09.7
 PL0626
 PL0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0626!SPC MI C     -   0.99994003  x   0.99997113  =   0.99991116
 PL0626!UTM  16      -   0.99994003  x   0.99980065  =   0.99974069
 PL0626
 PL0626                          SUPERSEDED SURVEY CONTROL
 PL0626
 PL0626  NAD 83(1986)-  44 19 18.55123(N)    085 23 53.29997(W) AD(       ) 1
 PL0626
 PL0626.Superseded values are not recommended for survey control.
 PL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0626.See file dsdata.txt to determine how the superseded data were derived.
 PL0626
 PL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2773208865(NAD 83)
 PL0626_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0626_SP_SET: CONCRETE POST
 PL0626_STAMPING: 83204 1993
 PL0626_MARK LOGO: MIDT  
 PL0626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0626+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0626
 PL0626  HISTORY     - Date     Condition        Report By
 PL0626  HISTORY     - 1993     MONUMENTED       MIDT
 PL0626  HISTORY     - 19960705 GOOD             USPSQD
 PL0626
 PL0626                          STATION DESCRIPTION
 PL0626
 PL0626'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0626'THE STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0626'MAP.  IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T-22-N, R-9-W, HARING
 PL0626'TOWNSHIP.  ABOUT 5.0 MI (8.0 KM) NORTH OF CADILLAC, ABOUT 6.2 MI
 PL0626'(10.0 KM) SOUTH OF MANTON, ABOUT 9.0 MI (14.5 KM) NORTHWEST OF LAKE
 PL0626'CITY, ON THE PIPELINE PROPERTY AND ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF
 PL0626'THE INTERSECTION OF THE PIPELINE CROSSING AT UNITED STATES HIGHWAY
 PL0626'131.
 PL0626'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-55 EAST AND UNITED
 PL0626'STAEDS HIGHWAY 131 IN CADILLAC, GO NORTH 4.9 MI (7.9 KM) ALONG UNITED
 PL0626'STATES HIGHWAY 131 TO A TWO-TRACK ROAD EAST. TURN RIGHT AND GO
 PL0626'EASTERLY 0.1 MI (0.2 KM) ALONG TWO-TRACK ROAD TO A FORK, TAKING THE
 PL0626'RIGHT FORK AND CONTINUE GOING EASTERLY 0.25 MI (0.40 KM) ALONG
 PL0626'TWO-TRACK ROAD TO THE GAS PIPELINE CLEARING. TURN RIGHT AND GO
 PL0626'SOUTHERLY 0.1 MI (0.2 KM) ALONG TWO-TRACK ROAD IN GAS PIPELINE
 PL0626'CLEARING TO STATION AS DESCRIBED.
 PL0626'THE STATION IS AT THE HIGHPOINT OF ROLLING TERRAIN, 44.0 FT. EAST OF A
 PL0626'14-INCH POPLAR, 36.0 FT (11.0 M) WEST OF A CLUMP OF 4 12-INCH MAPLES,
 PL0626'51.0 FT. SOUTHWEST OF A TWIN TRUNKED 14-INCH OAK AND 720.0 FT.
 PL0626'NORTHWEST OF A FENCE LINE CROSSING THE GAS LINE.
 PL0626
 PL0626                          STATION RECOVERY (1996)
 PL0626
 PL0626'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0627 ***********************************************************************
 PL0627  DESIGNATION -  83205
 PL0627  PID         -  PL0627
 PL0627  STATE/COUNTY-  MI/WEXFORD
 PL0627  USGS QUAD   -  
 PL0627
 PL0627                         *CURRENT SURVEY CONTROL
 PL0627  ___________________________________________________________________
 PL0627* NAD 83(1994)-  44 19 48.48308(N)    085 24 13.67796(W)     ADJUSTED  
 PL0627* NAVD 88     -       419.9    (meters)    1378.     (feet)  GPS OBS   
 PL0627  ___________________________________________________________________
 PL0627  X           -     366,222.624 (meters)                     COMP
 PL0627  Y           -  -4,555,497.984 (meters)                     COMP
 PL0627  Z           -   4,434,675.743 (meters)                     COMP
 PL0627  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 PL0627  ELLIP HEIGHT-         386.58  (meters)          (02/03/97) GPS OBS
 PL0627  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 PL0627
 PL0627  HORZ ORDER  -  FIRST
 PL0627  ELLP ORDER  -  FOURTH    CLASS I
 PL0627
 PL0627.The horizontal coordinates were established by GPS observations
 PL0627.and adjusted by the National Geodetic Survey in February 1997..
 PL0627
 PL0627.The orthometric height was determined by GPS observations and a
 PL0627.high-resolution geoid model.
 PL0627
 PL0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0627
 PL0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0627
 PL0627.The ellipsoidal height was determined by GPS observations
 PL0627.and is referenced to NAD 83.
 PL0627
 PL0627.The geoid height was determined by GEOID03.
 PL0627
 PL0627;                    North         East     Units Scale Factor Converg.
 PL0627;SPC MI C     -   113,146.921 5,917,282.935   MT  0.99996958   -0 43 57.5
 PL0627;SPC MI C     -   371,216.93 19,413,657.92   iFT  0.99996958   -0 43 57.5
 PL0627;UTM  16      - 4,909,780.094   627,262.637   MT  0.99979918   +1 06 56.0
 PL0627
 PL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0627!SPC MI C     -   0.99993939  x   0.99996958  =   0.99990897
 PL0627!UTM  16      -   0.99993939  x   0.99979918  =   0.99973858
 PL0627
 PL0627                          SUPERSEDED SURVEY CONTROL
 PL0627
 PL0627  NAD 83(1986)-  44 19 48.48151(N)    085 24 13.68026(W) AD(       ) 1
 PL0627
 PL0627.Superseded values are not recommended for survey control.
 PL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0627.See file dsdata.txt to determine how the superseded data were derived.
 PL0627
 PL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2726309780(NAD 83)
 PL0627_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0627_SP_SET: CONCRETE POST
 PL0627_STAMPING: 83205 1993
 PL0627_MARK LOGO: MIDT  
 PL0627_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0627+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0627
 PL0627  HISTORY     - Date     Condition        Report By
 PL0627  HISTORY     - 1993     MONUMENTED       MIDT
 PL0627  HISTORY     - 19960705 GOOD             USPSQD
 PL0627
 PL0627                          STATION DESCRIPTION
 PL0627
 PL0627'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0627'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0627'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 4, T-22-N, R-9-W, HARING
 PL0627'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) SOUTH OF MANTON, ABOUT 5 MI
 PL0627'(8.0 KM) NORTH OF CADILLAC AND ABOUT 14 MI (22.5 KM) SOUTHEAST OF
 PL0627'MESICK.
 PL0627'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0627'HIGHWAY M-55 EAST IN CADILLAC, GO NORTH 2.3 MI (3.7 KM) ALONG UNITED
 PL0627'STATES HIGHWAY 131 TO COUNTY ROAD NUMBER 34.  CONTINUE NORTH 3.5 MI
 PL0627'(5.6 KM) ALONG UNITED STATES HIGHWAY 131 TO A TWO-TRACK DIRT ROAD ON
 PL0627'THE LEFT. TURN LEFT AND GO WEST 228.0 FT (69.5 M) ALONG TWO-TRACK
 PL0627'DIRT ROAD TO GAS PIPELINE AND STATION ON THE RIGHT.
 PL0627'STATION IS 228.0 FT (69.5 M) WEST OF CENTER OF UNITED STATES HIGHWAY
 PL0627'131, 60.0 FT (18.3 M) NORTHEAST OF SCOTCH PINE, 128.0 FT (39.0 M)
 PL0627'SOUTHEAST OF UTILITY POLE, 157.0 FT (47.9 M) NORTHWEST OF UTILITY POLE
 PL0627'AND 3 FT (0.9 M) SOUTH OF METAL WITNESS POST WITH SIGN.
 PL0627
 PL0627                          STATION RECOVERY (1996)
 PL0627
 PL0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0628 ***********************************************************************
 PL0628  DESIGNATION -  83206
 PL0628  PID         -  PL0628
 PL0628  STATE/COUNTY-  MI/WEXFORD
 PL0628  USGS QUAD   -  
 PL0628
 PL0628                         *CURRENT SURVEY CONTROL
 PL0628  ___________________________________________________________________
 PL0628* NAD 83(1994)-  44 22 55.75885(N)    085 23 51.71432(W)     ADJUSTED  
 PL0628* NAVD 88     -       399.4    (meters)    1310.     (feet)  GPS OBS   
 PL0628  ___________________________________________________________________
 PL0628  X           -     366,382.231 (meters)                     COMP
 PL0628  Y           -  -4,551,415.749 (meters)                     COMP
 PL0628  Z           -   4,438,794.660 (meters)                     COMP
 PL0628  LAPLACE CORR-           4.01  (seconds)                    DEFLEC99
 PL0628  ELLIP HEIGHT-         365.90  (meters)          (02/03/97) GPS OBS
 PL0628  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 PL0628
 PL0628  HORZ ORDER  -  FIRST
 PL0628  ELLP ORDER  -  FOURTH    CLASS I
 PL0628
 PL0628.The horizontal coordinates were established by GPS observations
 PL0628.and adjusted by the National Geodetic Survey in February 1997..
 PL0628
 PL0628.The orthometric height was determined by GPS observations and a
 PL0628.high-resolution geoid model.
 PL0628
 PL0628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0628
 PL0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0628
 PL0628.The ellipsoidal height was determined by GPS observations
 PL0628.and is referenced to NAD 83.
 PL0628
 PL0628.The geoid height was determined by GEOID03.
 PL0628
 PL0628;                    North         East     Units Scale Factor Converg.
 PL0628;SPC MI C     -   118,920.584 5,917,842.974   MT  0.99996036   -0 43 42.0
 PL0628;SPC MI C     -   390,159.40 19,415,495.32   iFT  0.99996036   -0 43 42.0
 PL0628;UTM  16      - 4,915,567.863   627,636.063   MT  0.99980035   +1 07 15.1
 PL0628
 PL0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0628!SPC MI C     -   0.99994263  x   0.99996036  =   0.99990299
 PL0628!UTM  16      -   0.99994263  x   0.99980035  =   0.99974299
 PL0628
 PL0628                          SUPERSEDED SURVEY CONTROL
 PL0628
 PL0628  NAD 83(1986)-  44 22 55.75731(N)    085 23 51.71468(W) AD(       ) 1
 PL0628
 PL0628.Superseded values are not recommended for survey control.
 PL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0628.See file dsdata.txt to determine how the superseded data were derived.
 PL0628
 PL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2763615568(NAD 83)
 PL0628_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0628_SP_SET: CONCRETE POST
 PL0628_STAMPING: 83206 1993
 PL0628_MARK LOGO: MIDT  
 PL0628_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0628+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0628
 PL0628  HISTORY     - Date     Condition        Report By
 PL0628  HISTORY     - 1993     MONUMENTED       MIDT
 PL0628  HISTORY     - 19960705 GOOD             USPSQD
 PL0628
 PL0628                          STATION DESCRIPTION
 PL0628
 PL0628'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0628'THE STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP. IT
 PL0628'IS IN THE NORTHWEST 1/4 OF SECTION 22, T-23-N, R-9-W, CEDAR CREEK
 PL0628'TOWNSHIP.  ABOUT 2.2 MI (3.5 KM) SOUTH OF MANTON, ABOUT 8.6 MI
 PL0628'(13.8 KM) NORTH OF CADILLAC AND ABOUT 16 MI (25.7 KM) SOUTHEAST OF
 PL0628'MESICK.
 PL0628'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0628'AND STATE HIGHWAY M-42 EAST IN MANTON, GO SOUTH 1.6 MI (2.6 KM) ALONG
 PL0628'UNITED STATES HIGHWAY 131 TO STATION ON LEFT, AS DESCRIBED.
 PL0628'STATION IS 42.0 FT (12.8 M) EAST OF CENTER OF UNITED STATES HIGHWAY
 PL0628'131, 60.0 FT (18.3 M) SOUTHWEST OF TELEPHONE PEDESTAL, 68.0 FT.
 PL0628'SOUTHWEST OF A GATE POST, 82.0 FT (25.0 M) SOUTHWEST OF 6 INCH BLACK
 PL0628'BIRCH TREE AND 7.0 FT (2.1 M) SOUTH OF METAL WITNESS POST WITH SIGN.
 PL0628
 PL0628                          STATION RECOVERY (1996)
 PL0628
 PL0628'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0629 ***********************************************************************
 PL0629  DESIGNATION -  83207
 PL0629  PID         -  PL0629
 PL0629  STATE/COUNTY-  MI/WEXFORD
 PL0629  USGS QUAD   -  
 PL0629
 PL0629                         *CURRENT SURVEY CONTROL
 PL0629  ___________________________________________________________________
 PL0629* NAD 83(1994)-  44 24 03.00553(N)    085 23 52.89188(W)     ADJUSTED  
 PL0629* NAVD 88     -       348.1    (meters)    1142.     (feet)  GPS OBS   
 PL0629  ___________________________________________________________________
 PL0629  X           -     366,236.797 (meters)                     COMP
 PL0629  Y           -  -4,549,933.855 (meters)                     COMP
 PL0629  Z           -   4,440,242.090 (meters)                     COMP
 PL0629  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 PL0629  ELLIP HEIGHT-         314.61  (meters)          (02/03/97) GPS OBS
 PL0629  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PL0629
 PL0629  HORZ ORDER  -  FIRST
 PL0629  ELLP ORDER  -  FOURTH    CLASS I
 PL0629
 PL0629.The horizontal coordinates were established by GPS observations
 PL0629.and adjusted by the National Geodetic Survey in February 1997..
 PL0629
 PL0629.The orthometric height was determined by GPS observations and a
 PL0629.high-resolution geoid model.
 PL0629
 PL0629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0629
 PL0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0629
 PL0629.The ellipsoidal height was determined by GPS observations
 PL0629.and is referenced to NAD 83.
 PL0629
 PL0629.The geoid height was determined by GEOID03.
 PL0629
 PL0629;                    North         East     Units Scale Factor Converg.
 PL0629;SPC MI C     -   120,996.341 5,917,843.303   MT  0.99995724   -0 43 42.8
 PL0629;SPC MI C     -   396,969.62 19,415,496.40   iFT  0.99995724   -0 43 42.8
 PL0629;UTM  16      - 4,917,642.220   627,569.413   MT  0.99980014   +1 07 15.6
 PL0629
 PL0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0629!SPC MI C     -   0.99995067  x   0.99995724  =   0.99990791
 PL0629!UTM  16      -   0.99995067  x   0.99980014  =   0.99975082
 PL0629
 PL0629                          SUPERSEDED SURVEY CONTROL
 PL0629
 PL0629  NAD 83(1986)-  44 24 03.00399(N)    085 23 52.89224(W) AD(       ) 1
 PL0629
 PL0629.Superseded values are not recommended for survey control.
 PL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0629.See file dsdata.txt to determine how the superseded data were derived.
 PL0629
 PL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2756917642(NAD 83)
 PL0629_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0629_SP_SET: CONCRETE POST
 PL0629_STAMPING: 83207 1993
 PL0629_MARK LOGO: MIDT  
 PL0629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0629+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0629
 PL0629  HISTORY     - Date     Condition        Report By
 PL0629  HISTORY     - 1993     MONUMENTED       MIDT
 PL0629  HISTORY     - 19960705 GOOD             USPSQD
 PL0629
 PL0629                          STATION DESCRIPTION
 PL0629
 PL0629'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0629'THE STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP. IT
 PL0629'IS IN THE SOUTHWEST 1/4 OF SECTION 10, T-23-N, R-9-W, CEDAR CREEK
 PL0629'TOWNSHIP.  ABOUT 0.8 MI (1.3 KM) SOUTH OF MANTON, ABOUT 16 MI
 PL0629'(25.7 KM) EAST OF MESICK AND ABOUT 10.0 MI (16.1 KM) NORTH OF
 PL0629'CADILLAC.
 PL0629'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0629'AND STATE HIGHWAY M-42 EAST IN MANTON, GO SOUTH 0.2 MI (0.3 KM) ALONG
 PL0629'UNITED STATES HIGHWAY 131 TO STATION ON LEFT AS DESCRIBED.
 PL0629'STATION IS 82.6 FT. SOUTH OF A UTILITY POLE, 22.0 FT (6.7 M) NORTHWEST
 PL0629'OF A GUY WIRE ANCHOR, 17.4 FT (5.3 M) NORTH OF A UTILITY POLE, 46.4
 PL0629'FT. EAST OF CENTER OF UNITED STATES HIGHWAY 131 AND 3.0 FT (0.9 M)
 PL0629'SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0629
 PL0629                          STATION RECOVERY (1996)
 PL0629
 PL0629'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0629'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0630 ***********************************************************************
 PL0630  DESIGNATION -  83209
 PL0630  PID         -  PL0630
 PL0630  STATE/COUNTY-  MI/WEXFORD
 PL0630  USGS QUAD   -  
 PL0630
 PL0630                         *CURRENT SURVEY CONTROL
 PL0630  ___________________________________________________________________
 PL0630* NAD 83(1994)-  44 28 48.75971(N)    085 24 22.36890(W)     ADJUSTED  
 PL0630* NAVD 88     -       305.2    (meters)    1001.     (feet)  GPS OBS   
 PL0630  ___________________________________________________________________
 PL0630  X           -     365,089.463 (meters)                     COMP
 PL0630  Y           -  -4,543,799.316 (meters)                     COMP
 PL0630  Z           -   4,446,509.747 (meters)                     COMP
 PL0630  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 PL0630  ELLIP HEIGHT-         271.53  (meters)          (02/03/97) GPS OBS
 PL0630  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 PL0630
 PL0630  HORZ ORDER  -  FIRST
 PL0630  ELLP ORDER  -  FOURTH    CLASS I
 PL0630
 PL0630.The horizontal coordinates were established by GPS observations
 PL0630.and adjusted by the National Geodetic Survey in February 1997..
 PL0630
 PL0630.The orthometric height was determined by GPS observations and a
 PL0630.high-resolution geoid model.
 PL0630
 PL0630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0630
 PL0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0630
 PL0630.The ellipsoidal height was determined by GPS observations
 PL0630.and is referenced to NAD 83.
 PL0630
 PL0630.The geoid height was determined by GEOID03.
 PL0630
 PL0630;                    North         East     Units Scale Factor Converg.
 PL0630;SPC MI C     -   129,823.858 5,917,304.128   MT  0.99994518   -0 44 03.6
 PL0630;SPC MI C     -   425,931.29 19,413,727.45   iFT  0.99994518   -0 44 03.6
 PL0630;UTM  16      - 4,926,446.384   626,745.606   MT  0.99979756   +1 07 00.7
 PL0630
 PL0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0630!SPC MI C     -   0.99995743  x   0.99994518  =   0.99990261
 PL0630!UTM  16      -   0.99995743  x   0.99979756  =   0.99975500
 PL0630
 PL0630                          SUPERSEDED SURVEY CONTROL
 PL0630
 PL0630  NAD 83(1986)-  44 28 48.75745(N)    085 24 22.36935(W) AD(       ) 1
 PL0630
 PL0630.Superseded values are not recommended for survey control.
 PL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0630.See file dsdata.txt to determine how the superseded data were derived.
 PL0630
 PL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2674626446(NAD 83)
 PL0630_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0630_SP_SET: CONCRETE POST
 PL0630_STAMPING: 83209 1993
 PL0630_MARK LOGO: MIDT  
 PL0630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0630+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0630
 PL0630  HISTORY     - Date     Condition        Report By
 PL0630  HISTORY     - 1993     MONUMENTED       MIDT
 PL0630  HISTORY     - 19960706 GOOD             USPSQD
 PL0630
 PL0630                          STATION DESCRIPTION
 PL0630
 PL0630'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0630'STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP.  IT IS
 PL0630'IN THE NORTHEAST 1/4 OF SECTION 16, T-24-N, R-9-W, LIBERTY TOWNSHIP.
 PL0630'ABOUT 5 MI (8.0 KM) NORTH OF MANTON, ABOUT 18 MI (29.0 KM) NORTHEAST
 PL0630'OF MESICK AND ABOUT 3.25 MI (5.23 KM) SOUTH OF WALTON.
 PL0630'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 131
 PL0630'AND STATE HIGHWAY M-42 WEST IN MANTON, GO NORTH 4.95 MI (7.97 KM)
 PL0630'ALONG UNITED STATES HIGHWAY 131 TO STATION ON RIGHT AS DESCRIBED.
 PL0630'STATION IS 0.25 MI (0.40 KM) SOUTH OF THE MANISTEE RIVER.
 PL0630'STATION IS 35.5 FT (10.8 M) NORTHEAST OF A HIGHWAY STOP SIGN, 60.1
 PL0630'FT (18.3 M) EAST OF THE CENTER OF UNITED STATES HIGHWAY 131, 45.5 FT
 PL0630'(13.9 M) NORTH OF THE MIDDLE OF A GRAVEL COUNTY ROAD NUMBER 6, AND
 PL0630'82.2 FT (25.1 M) SOUTHEAST OF A HIGHWAY SIGN US 131 AND 3 FT
 PL0630'(0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0630
 PL0630                          STATION RECOVERY (1996)
 PL0630
 PL0630'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0631 ***********************************************************************
 PL0631  DESIGNATION -  83210
 PL0631  PID         -  PL0631
 PL0631  STATE/COUNTY-  MI/WEXFORD
 PL0631  USGS QUAD   -  
 PL0631
 PL0631                         *CURRENT SURVEY CONTROL
 PL0631  ___________________________________________________________________
 PL0631* NAD 83(1994)-  44 29 49.89397(N)    085 24 22.04275(W)     ADJUSTED  
 PL0631* NAVD 88     -       303.0    (meters)     994.     (feet)  GPS OBS   
 PL0631  ___________________________________________________________________
 PL0631  X           -     364,990.607 (meters)                     COMP
 PL0631  Y           -  -4,542,479.008 (meters)                     COMP
 PL0631  Z           -   4,447,854.477 (meters)                     COMP
 PL0631  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 PL0631  ELLIP HEIGHT-         269.36  (meters)          (02/03/97) GPS OBS
 PL0631  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 PL0631
 PL0631  HORZ ORDER  -  FIRST
 PL0631  ELLP ORDER  -  FOURTH    CLASS I
 PL0631
 PL0631.The horizontal coordinates were established by GPS observations
 PL0631.and adjusted by the National Geodetic Survey in February 1997..
 PL0631
 PL0631.The orthometric height was determined by GPS observations and a
 PL0631.high-resolution geoid model.
 PL0631
 PL0631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0631
 PL0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0631
 PL0631.The ellipsoidal height was determined by GPS observations
 PL0631.and is referenced to NAD 83.
 PL0631
 PL0631.The geoid height was determined by GEOID03.
 PL0631
 PL0631;                    North         East     Units Scale Factor Converg.
 PL0631;SPC MI C     -   131,710.546 5,917,335.516   MT  0.99994284   -0 44 03.4
 PL0631;SPC MI C     -   432,121.21 19,413,830.43   iFT  0.99994284   -0 44 03.4
 PL0631;UTM  16      - 4,928,332.825   626,716.030   MT  0.99979746   +1 07 02.1
 PL0631
 PL0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0631!SPC MI C     -   0.99995777  x   0.99994284  =   0.99990061
 PL0631!UTM  16      -   0.99995777  x   0.99979746  =   0.99975524
 PL0631
 PL0631                          SUPERSEDED SURVEY CONTROL
 PL0631
 PL0631  NAD 83(1986)-  44 29 49.89170(N)    085 24 22.04321(W) AD(       ) 1
 PL0631
 PL0631.Superseded values are not recommended for survey control.
 PL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0631.See file dsdata.txt to determine how the superseded data were derived.
 PL0631
 PL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2671628333(NAD 83)
 PL0631_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0631_SP_SET: CONCRETE POST
 PL0631_STAMPING: 83210 1993
 PL0631_MARK LOGO: MIDT  
 PL0631_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PL0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0631+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0631
 PL0631  HISTORY     - Date     Condition        Report By
 PL0631  HISTORY     - 1993     MONUMENTED       MIDT
 PL0631  HISTORY     - 19960706 GOOD             USPSQD
 PL0631
 PL0631                          STATION DESCRIPTION
 PL0631
 PL0631'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0631'STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP.  IT IS
 PL0631'IN THE SOUTHWEST 1/4 OF SECTION 4, T-24-N, R-9-W, LIBERTY TOWNSHIP.
 PL0631'ABOUT 17.5 MI (28.2 KM) NORTHEAST FROM MESICK, ABOUT 6.5 MI
 PL0631'(10.5 KM) NORTH FROM MANTON AND ABOUT 16 MI (25.7 KM) NORTHWEST FROM
 PL0631'LAKE CITY.
 PL0631'TO REACH FROM JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE HIGHWAY
 PL0631'M-42 WEST IN MANTON, GO NORTH 5.5 MI (8.9 KM) ALONG UNITED STATES
 PL0631'HIGHWAY 131 TO BRIDGE CROSSING THE MANISTEE RIVER, CONTINUE NORTH 0.9
 PL0631'MI (1.4 KM) TO THE STATION ON LEFT.  STATION IS IN THE NORTHWEST
 PL0631'QUADRANT OF COUNTY ROAD E 4 (DIRT TRAIL) AT JUNCTION UNITED STATES
 PL0631'HIGHWAY 131.
 PL0631'STATION IS 40.0 FT (12.2 M) SOUTH OF CENTER OF A CONCRETE HEADWALL,
 PL0631'36.8 FT (11.2 M) NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 PL0631'HEADWALL, 33.0 FT (10.1 M) WEST OF THE CENTER OF PAVEMENT OF UNITED
 PL0631'STATES HIGHWAY 131, 31.0 FT (9.4 M) NORTH OF CENTER OF COUNTY ROAD E
 PL0631'4, AND 3.0 FT (0.9 M) SOUTH OF A METAL WITNESS POST WITH SIGN.
 PL0631
 PL0631                          STATION RECOVERY (1996)
 PL0631
 PL0631'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0532 ***********************************************************************
 NF0532  DESIGNATION -  832.2
 NF0532  PID         -  NF0532
 NF0532  STATE/COUNTY-  MI/ST JOSEPH
 NF0532  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0532
 NF0532                         *CURRENT SURVEY CONTROL
 NF0532  ___________________________________________________________________
 NF0532* NAD 83(1986)-  42 00 57.     (N)    085 37 59.     (W)     SCALED    
 NF0532* NAVD 88     -       253.508  (meters)     831.72   (feet)  ADJUSTED  
 NF0532  ___________________________________________________________________
 NF0532  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0532  DYNAMIC HT  -         253.422 (meters)     831.44  (feet)  COMP
 NF0532  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 NF0532
 NF0532  VERT ORDER  -  FIRST     CLASS II
 NF0532
 NF0532.The horizontal coordinates were scaled from a topographic map and have
 NF0532.an estimated accuracy of +/- 6 seconds.
 NF0532
 NF0532.The orthometric height was determined by differential leveling
 NF0532.and adjusted by the National Geodetic Survey in June 1991..
 NF0532
 NF0532.The geoid height was determined by GEOID03.
 NF0532
 NF0532.The dynamic height is computed by dividing the NAVD 88
 NF0532.geopotential number by the normal gravity value computed on the
 NF0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0532.degrees latitude (g = 980.6199 gals.).
 NF0532
 NF0532.The modeled gravity was interpolated from observed gravity values.
 NF0532
 NF0532;                    North         East    Units  Estimated Accuracy
 NF0532;SPC MI S     -    58,090.    3,895,110.      MT  (+/- 180 meters Scaled)
 NF0532
 NF0532                          SUPERSEDED SURVEY CONTROL
 NF0532
 NF0532  NGVD 29 (??/??/92)  253.649  (m)          832.18   (f) ADJ UNCH    1 2
 NF0532
 NF0532.Superseded values are not recommended for survey control.
 NF0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0532.See file dsdata.txt to determine how the superseded data were derived.
 NF0532
 NF0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131524(NAD 83)
 NF0532_MARKER: P = PIPE CAP
 NF0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0532_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0532_STAMPING: MICH 832.180
 NF0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0532
 NF0532  HISTORY     - Date     Condition        Report By
 NF0532  HISTORY     - UNK      MONUMENTED       USGS
 NF0532  HISTORY     - 1939     MARK NOT FOUND   NGS
 NF0532  HISTORY     - 1963     POOR             MI-081
 NF0532
 NF0532                          STATION DESCRIPTION
 NF0532
 NF0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0532'AT MOOREPARK.
 NF0532'AT MOOREPARK, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 NF0532'RAILROAD, 200 YARDS SOUTH OF THE STATION, AT THE CROSSING OF THE
 NF0532'ROAD LEADING TO PARKVILLE, 40 YARDS WEST OF THE TRACK, 36 FEET
 NF0532'NORTH OF THE CENTERLINE OF THE ROAD, IN THE ENCLOSURE FOR A
 NF0532'HIGH-TENSION TRANSFORMER, 4 FEET WEST OF THE WEST RIGHT-OF-WAY
 NF0532'FENCE, AND 2 FEET LOWER THAN THE RAIL.  A UNITED STATES
 NF0532'GEOLOGICAL SURVEY STANDARD CAP, STAMPED MICH 832.180 AND
 NF0532'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 3 INCHES
 NF0532'ABOVE GROUND.
 NF0532
 NF0532                          STATION RECOVERY (1963)
 NF0532
 NF0532'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1963
 NF0532'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0338 ***********************************************************************
 OJ0338  DESIGNATION -  837
 OJ0338  PID         -  OJ0338
 OJ0338  STATE/COUNTY-  MI/LAPEER
 OJ0338  USGS QUAD   -  LAPEER (1980)
 OJ0338
 OJ0338                         *CURRENT SURVEY CONTROL
 OJ0338  ___________________________________________________________________
 OJ0338* NAD 83(1986)-  43 02 53.     (N)    083 19 08.     (W)     SCALED    
 OJ0338* NAVD 88     -       254.754  (meters)     835.81   (feet)  ADJUSTED  
 OJ0338  ___________________________________________________________________
 OJ0338  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OJ0338  DYNAMIC HT  -         254.686 (meters)     835.58  (feet)  COMP
 OJ0338  MODELED GRAV-     980,348.4   (mgal)                       NAVD 88
 OJ0338
 OJ0338  VERT ORDER  -  SECOND    CLASS 0
 OJ0338
 OJ0338.The horizontal coordinates were scaled from a topographic map and have
 OJ0338.an estimated accuracy of +/- 6 seconds.
 OJ0338
 OJ0338.The orthometric height was determined by differential leveling
 OJ0338.and adjusted by the National Geodetic Survey in June 1991..
 OJ0338
 OJ0338.The geoid height was determined by GEOID03.
 OJ0338
 OJ0338.The dynamic height is computed by dividing the NAVD 88
 OJ0338.geopotential number by the normal gravity value computed on the
 OJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0338.degrees latitude (g = 980.6199 gals.).
 OJ0338
 OJ0338.The modeled gravity was interpolated from observed gravity values.
 OJ0338
 OJ0338;                    North         East    Units  Estimated Accuracy
 OJ0338;SPC MI S     -   172,490.    4,085,360.      MT  (+/- 180 meters Scaled)
 OJ0338
 OJ0338                          SUPERSEDED SURVEY CONTROL
 OJ0338
 OJ0338  NGVD 29 (??/??/92)  254.896  (m)          836.27   (f) ADJ UNCH    2 0
 OJ0338
 OJ0338.Superseded values are not recommended for survey control.
 OJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0338.See file dsdata.txt to determine how the superseded data were derived.
 OJ0338
 OJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH111687(NAD 83)
 OJ0338_MARKER: P = PIPE CAP
 OJ0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0338_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OJ0338_STAMPING: 837 1918
 OJ0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0338
 OJ0338  HISTORY     - Date     Condition        Report By
 OJ0338  HISTORY     - 1918     MONUMENTED       USGS
 OJ0338  HISTORY     - 1934     GOOD             NGS
 OJ0338  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0338
 OJ0338                          STATION DESCRIPTION
 OJ0338
 OJ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0338'AT LAPEER.
 OJ0338'AT LAPEER, LAPEER COUNTY, ON THE GRAND TRUNK WESTERN RAILROAD,
 OJ0338'1,124 YARDS WEST OF THE CROSSING WITH THE MICHIGAN CENTRAL
 OJ0338'RAILROAD, AT THE CROSSING OF STATE HIGHWAY 24, 21 YARDS SOUTHEAST
 OJ0338'OF THE INTERSECTION OF THE CENTERLINE OF THE HIGHWAY AND THE
 OJ0338'CENTERLINE OF THE SOUTH TRACK, 14 YARDS SOUTH OF THE SOUTH
 OJ0338'RAIL OF THE SOUTH TRACK, AND 4 FEET SOUTH OF THE NORTHEAST
 OJ0338'CORNER OF A FENCE AROUND A SMALL FIELD.  A UNITED STATES
 OJ0338'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 837 1918 AND RIVETED
 OJ0338'ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OJ0338
 OJ0338                          STATION RECOVERY (1977)
 OJ0338
 OJ0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0112 ***********************************************************************
 OK0112  DESIGNATION -  84 1/2
 OK0112  PID         -  OK0112
 OK0112  STATE/COUNTY-  MI/SHIAWASSEE
 OK0112  USGS QUAD   -  OVID EAST (1974)
 OK0112
 OK0112                         *CURRENT SURVEY CONTROL
 OK0112  ___________________________________________________________________
 OK0112* NAD 83(1986)-  43 00 22.     (N)    084 17 17.     (W)     SCALED    
 OK0112* NAVD 88     -       230.385  (meters)     755.85   (feet)  ADJUSTED  
 OK0112  ___________________________________________________________________
 OK0112  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 OK0112  DYNAMIC HT  -         230.334 (meters)     755.69  (feet)  COMP
 OK0112  MODELED GRAV-     980,391.4   (mgal)                       NAVD 88
 OK0112
 OK0112  VERT ORDER  -  SECOND    CLASS 0
 OK0112
 OK0112.The horizontal coordinates were scaled from a topographic map and have
 OK0112.an estimated accuracy of +/- 6 seconds.
 OK0112
 OK0112.The orthometric height was determined by differential leveling
 OK0112.and adjusted by the National Geodetic Survey in June 1991..
 OK0112
 OK0112.The geoid height was determined by GEOID03.
 OK0112
 OK0112.The dynamic height is computed by dividing the NAVD 88
 OK0112.geopotential number by the normal gravity value computed on the
 OK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0112.degrees latitude (g = 980.6199 gals.).
 OK0112
 OK0112.The modeled gravity was interpolated from observed gravity values.
 OK0112
 OK0112;                    North         East    Units  Estimated Accuracy
 OK0112;SPC MI S     -   167,300.    4,006,410.      MT  (+/- 180 meters Scaled)
 OK0112
 OK0112                          SUPERSEDED SURVEY CONTROL
 OK0112
 OK0112  NGVD 29 (??/??/92)  230.530  (m)          756.33   (f) ADJ UNCH    2 0
 OK0112
 OK0112.Superseded values are not recommended for survey control.
 OK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0112.See file dsdata.txt to determine how the superseded data were derived.
 OK0112
 OK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN210650(NAD 83)
 OK0112_MARKER: Z = SEE DESCRIPTION
 OK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0112_STAMPING: BM NO 84 1/2
 OK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0112+STABILITY: SURFACE MOTION
 OK0112
 OK0112  HISTORY     - Date     Condition        Report By
 OK0112  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0112  HISTORY     - 1934     GOOD             NGS
 OK0112  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0112  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0112  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0112
 OK0112                          STATION DESCRIPTION
 OK0112
 OK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0112'0.2 MI W FROM BURTON.
 OK0112'0.2 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0112'STATION AT BURTON, SHIAWASSEE COUNTY, 35 YARDS SOUTH OF THE
 OK0112'CENTERLINE OF A ROAD PARALLELING THE TRACK, 8 FEET NORTH OF THE
 OK0112'NORTH RAIL, 38.7 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN
 OK0112'THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM NO. 84 1/2 AND
 OK0112'SET IN THE TOP OF A CONCRETE POST.
 OK0112
 OK0112                          STATION RECOVERY (1974)
 OK0112
 OK0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0112'MARK NOT FOUND.
 OK0112
 OK0112                          STATION RECOVERY (2001)
 OK0112
 OK0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0112
 OK0112                          STATION RECOVERY (2001)
 OK0112
 OK0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0112'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0315 ***********************************************************************
 OK0315  DESIGNATION -  840
 OK0315  PID         -  OK0315
 OK0315  STATE/COUNTY-  MI/MONTCALM
 OK0315  USGS QUAD   -  GREENVILLE EAST (1972)
 OK0315
 OK0315                         *CURRENT SURVEY CONTROL
 OK0315  ___________________________________________________________________
 OK0315* NAD 83(1986)-  43 11 06.     (N)    085 07 59.     (W)     SCALED    
 OK0315* NAVD 88     -       255.622  (meters)     838.65   (feet)  ADJUSTED  
 OK0315  ___________________________________________________________________
 OK0315  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 OK0315  DYNAMIC HT  -         255.568 (meters)     838.48  (feet)  COMP
 OK0315  MODELED GRAV-     980,401.3   (mgal)                       NAVD 88
 OK0315
 OK0315  VERT ORDER  -  SECOND    CLASS 0
 OK0315
 OK0315.The horizontal coordinates were scaled from a topographic map and have
 OK0315.an estimated accuracy of +/- 6 seconds.
 OK0315
 OK0315.The orthometric height was determined by differential leveling
 OK0315.and adjusted by the National Geodetic Survey in June 1991..
 OK0315
 OK0315.The geoid height was determined by GEOID03.
 OK0315
 OK0315.The dynamic height is computed by dividing the NAVD 88
 OK0315.geopotential number by the normal gravity value computed on the
 OK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0315.degrees latitude (g = 980.6199 gals.).
 OK0315
 OK0315.The modeled gravity was interpolated from observed gravity values.
 OK0315
 OK0315;                    North         East    Units  Estimated Accuracy
 OK0315;SPC MI S     -   187,450.    3,937,700.      MT  (+/- 180 meters Scaled)
 OK0315
 OK0315                          SUPERSEDED SURVEY CONTROL
 OK0315
 OK0315  NGVD 29 (??/??/92)  255.757  (m)          839.10   (f) ADJ UNCH    2 0
 OK0315
 OK0315.Superseded values are not recommended for survey control.
 OK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0315.See file dsdata.txt to determine how the superseded data were derived.
 OK0315
 OK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN517830(NAD 83)
 OK0315_MARKER: P = PIPE CAP
 OK0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0315_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0315_STAMPING: 840 1916
 OK0315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0315
 OK0315  HISTORY     - Date     Condition        Report By
 OK0315  HISTORY     - 1916     MONUMENTED       USGS
 OK0315  HISTORY     - 1934     GOOD             NGS
 OK0315  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0315  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0315
 OK0315                          STATION DESCRIPTION
 OK0315
 OK0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0315'0.9 MI E FROM MILLERS.
 OK0315'0.9 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0315'AT MILLERS, 93 YARDS EAST OF THE CENTER OF A GRAVEL-ROAD
 OK0315'CROSSING, 31 FEET NORTH OF THE NORTH RAIL, AND 13 FEET SOUTH
 OK0315'OF THE CENTER LINE OF A DIRT ROAD.  A U.S. GEOLOGICAL SURVEY
 OK0315'STANDARD CAP, STAMPED 840 1916 AND RIVETED ON THE TOP OF A
 OK0315'3-1/2 INCH IRON PIPE.
 OK0315
 OK0315                          STATION RECOVERY (1994)
 OK0315
 OK0315'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0315'MARK NOT FOUND.
 OK0315
 OK0315                          STATION RECOVERY (2001)
 OK0315
 OK0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0315'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0744 ***********************************************************************
 NE0744  DESIGNATION -  841 2
 NE0744  PID         -  NE0744
 NE0744  STATE/COUNTY-  MI/GENESEE
 NE0744  USGS QUAD   -  BYRON (1975)
 NE0744
 NE0744                         *CURRENT SURVEY CONTROL
 NE0744  ___________________________________________________________________
 NE0744* NAD 83(1986)-  42 52 19.     (N)    083 54 37.     (W)     SCALED    
 NE0744* NAVD 88     -       260.631  (meters)     855.09   (feet)  ADJUSTED  
 NE0744  ___________________________________________________________________
 NE0744  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NE0744  DYNAMIC HT  -         260.563 (meters)     854.86  (feet)  COMP
 NE0744  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 NE0744
 NE0744  VERT ORDER  -  SECOND    CLASS 0
 NE0744
 NE0744.The horizontal coordinates were scaled from a topographic map and have
 NE0744.an estimated accuracy of +/- 6 seconds.
 NE0744
 NE0744.The orthometric height was determined by differential leveling
 NE0744.and adjusted by the National Geodetic Survey in June 1991..
 NE0744
 NE0744.The geoid height was determined by GEOID03.
 NE0744
 NE0744.The dynamic height is computed by dividing the NAVD 88
 NE0744.geopotential number by the normal gravity value computed on the
 NE0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0744.degrees latitude (g = 980.6199 gals.).
 NE0744
 NE0744.The modeled gravity was interpolated from observed gravity values.
 NE0744
 NE0744;                    North         East    Units  Estimated Accuracy
 NE0744;SPC MI S     -   152,490.    4,037,290.      MT  (+/- 180 meters Scaled)
 NE0744
 NE0744                          SUPERSEDED SURVEY CONTROL
 NE0744
 NE0744  NGVD 29 (??/??/92)  260.758  (m)          855.50   (f) ADJ UNCH    2 0
 NE0744
 NE0744.Superseded values are not recommended for survey control.
 NE0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0744.See file dsdata.txt to determine how the superseded data were derived.
 NE0744
 NE0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH622507(NAD 83)
 NE0744_MARKER: S = SPIKE
 NE0744_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0744_SP_SET: BASE WARNING SIGN
 NE0744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0744
 NE0744  HISTORY     - Date     Condition        Report By
 NE0744  HISTORY     - UNK      MONUMENTED       USGS
 NE0744  HISTORY     - 1934     GOOD             NGS
 NE0744
 NE0744                          STATION DESCRIPTION
 NE0744
 NE0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0744'AT GAINES.
 NE0744'AT GAINES, GENESEE COUNTY, 200 YARDS SOUTHEAST OF THE GRAND
 NE0744'TRUNK WESTERN RAILWAY STATION, 110 FEET SOUTHEAST OF THE MOTOR-CAR
 NE0744'HOUSE, AT A ROAD CROSSING, 12 FEET WEST OF THE CENTERLINE OF
 NE0744'THE ROAD, 18 FEET SOUTH OF THE SOUTH RAIL, AND IN THE TOP OF
 NE0744'THE BASE OF THE CROSSING WARNING SIGN.  A RAILROAD SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0696 ***********************************************************************
 NE0696  DESIGNATION -  843 RESET
 NE0696  PID         -  NE0696
 NE0696  STATE/COUNTY-  MI/WASHTENAW
 NE0696  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE0696
 NE0696                         *CURRENT SURVEY CONTROL
 NE0696  ___________________________________________________________________
 NE0696* NAD 83(1986)-  42 16 53.     (N)    083 44 51.     (W)     SCALED    
 NE0696* NAVD 88     -       256.871  (meters)     842.75   (feet)  ADJUSTED  
 NE0696  ___________________________________________________________________
 NE0696  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NE0696  DYNAMIC HT  -         256.790 (meters)     842.49  (feet)  COMP
 NE0696  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NE0696
 NE0696  VERT ORDER  -  FIRST     CLASS II
 NE0696
 NE0696.The horizontal coordinates were scaled from a topographic map and have
 NE0696.an estimated accuracy of +/- 6 seconds.
 NE0696
 NE0696.The orthometric height was determined by differential leveling
 NE0696.and adjusted by the National Geodetic Survey in June 1991..
 NE0696
 NE0696.The geoid height was determined by GEOID03.
 NE0696
 NE0696.The dynamic height is computed by dividing the NAVD 88
 NE0696.geopotential number by the normal gravity value computed on the
 NE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0696.degrees latitude (g = 980.6199 gals.).
 NE0696
 NE0696.The modeled gravity was interpolated from observed gravity values.
 NE0696
 NE0696;                    North         East    Units  Estimated Accuracy
 NE0696;SPC MI S     -    86,980.    4,051,070.      MT  (+/- 180 meters Scaled)
 NE0696
 NE0696                          SUPERSEDED SURVEY CONTROL
 NE0696
 NE0696  NGVD 29 (01/19/93)  256.990  (m)          843.14   (f) ADJUSTED    1 2
 NE0696
 NE0696.Superseded values are not recommended for survey control.
 NE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0696.See file dsdata.txt to determine how the superseded data were derived.
 NE0696
 NE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG734846(NAD 83)
 NE0696_MARKER: DD = SURVEY DISK
 NE0696_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0696_SP_SET: BUILDING
 NE0696_STAMPING: 843 RESET 1953
 NE0696_MARK LOGO: USGS  
 NE0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0696+STABILITY: POSITION/ELEVATION WELL
 NE0696
 NE0696  HISTORY     - Date     Condition        Report By
 NE0696  HISTORY     - 1953     MONUMENTED       AHI
 NE0696  HISTORY     - 1963     GOOD             USGS
 NE0696  HISTORY     - 1971     MARK NOT FOUND   NGS
 NE0696  HISTORY     - 1985     GOOD             NGS
 NE0696  HISTORY     - 19981025 GOOD             USPSQD
 NE0696
 NE0696                          STATION DESCRIPTION
 NE0696
 NE0696'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 NE0696'AT ANN ARBOR.
 NE0696'THE ORIGINAL COURT HOUSE HAS NOW BEEN REPLACED WITH A NEW MODERN
 NE0696'TYPE STRUCTURE.  SET IN THE SE CORNER OF THE NEW BUILDING NEAR THE
 NE0696'CORNER OF SOUTH FOURTH AND HURON STREETS, SET VERTICALLY.
 NE0696
 NE0696                          STATION RECOVERY (1971)
 NE0696
 NE0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NE0696'MARK NOT FOUND.
 NE0696
 NE0696                          STATION RECOVERY (1985)
 NE0696
 NE0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0696'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANN
 NE0696'ARBOR, AT THE INTERSECTION OF EAST HURON AND NORTH FOURTH STREETS, SET
 NE0696'VERTICALLY IN THE SOUTH FACE OF THE OFFSET OF THE COUNTY COURTHOUSE,
 NE0696'28.0 M (91.9 FT) WEST OF THE CENTERLINE OF NORTH FOURTH STREET, 17.0 M
 NE0696'(55.8 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 15.2 M
 NE0696'(49.9 FT) NORTH OF THE CENTERLINE OF EAST HURON STREET.
 NE0696'THE MARK IS 1.3 M ABOVE A SIDEWALK.
 NE0696
 NE0696                          STATION RECOVERY (1998)
 NE0696
 NE0696'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0113 ***********************************************************************
 OK0113  DESIGNATION -  85 1/2
 OK0113  PID         -  OK0113
 OK0113  STATE/COUNTY-  MI/SHIAWASSEE
 OK0113  USGS QUAD   -  OVID EAST (1974)
 OK0113
 OK0113                         *CURRENT SURVEY CONTROL
 OK0113  ___________________________________________________________________
 OK0113* NAD 83(1986)-  43 00 23.     (N)    084 18 27.     (W)     SCALED    
 OK0113* NAVD 88     -       224.797  (meters)     737.52   (feet)  ADJUSTED  
 OK0113  ___________________________________________________________________
 OK0113  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OK0113  DYNAMIC HT  -         224.747 (meters)     737.36  (feet)  COMP
 OK0113  MODELED GRAV-     980,391.9   (mgal)                       NAVD 88
 OK0113
 OK0113  VERT ORDER  -  SECOND    CLASS 0
 OK0113
 OK0113.The horizontal coordinates were scaled from a topographic map and have
 OK0113.an estimated accuracy of +/- 6 seconds.
 OK0113
 OK0113.The orthometric height was determined by differential leveling
 OK0113.and adjusted by the National Geodetic Survey in June 1991..
 OK0113
 OK0113.The geoid height was determined by GEOID03.
 OK0113
 OK0113.The dynamic height is computed by dividing the NAVD 88
 OK0113.geopotential number by the normal gravity value computed on the
 OK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0113.degrees latitude (g = 980.6199 gals.).
 OK0113
 OK0113.The modeled gravity was interpolated from observed gravity values.
 OK0113
 OK0113;                    North         East    Units  Estimated Accuracy
 OK0113;SPC MI S     -   167,330.    4,004,820.      MT  (+/- 180 meters Scaled)
 OK0113
 OK0113                          SUPERSEDED SURVEY CONTROL
 OK0113
 OK0113  NGVD 29 (??/??/92)  224.943  (m)          738.00   (f) ADJ UNCH    2 0
 OK0113
 OK0113.Superseded values are not recommended for survey control.
 OK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0113.See file dsdata.txt to determine how the superseded data were derived.
 OK0113
 OK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN194650(NAD 83)
 OK0113_MARKER: Z = SEE DESCRIPTION
 OK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0113_STAMPING: BM NO 85 1/2
 OK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0113+STABILITY: SURFACE MOTION
 OK0113
 OK0113  HISTORY     - Date     Condition        Report By
 OK0113  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0113  HISTORY     - 1934     GOOD             NGS
 OK0113  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0113  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0113  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0113
 OK0113                          STATION DESCRIPTION
 OK0113
 OK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0113'3.2 MI E FROM OVID.
 OK0113'IN SHIAWASSEE COUNTY, 3.2 MILES EAST ALONG THE GRAND TRUNK
 OK0113'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, 46
 OK0113'FEET SOUTH OF THE SOUTH RAIL, 1.9 FEET NORTH OF A FENCE, AND
 OK0113'3 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED
 OK0113'BM NO. 85 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0113
 OK0113                          STATION RECOVERY (1974)
 OK0113
 OK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0113'MARK NOT FOUND.
 OK0113
 OK0113                          STATION RECOVERY (2001)
 OK0113
 OK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0113
 OK0113                          STATION RECOVERY (2001)
 OK0113
 OK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0113'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0432 ***********************************************************************
 NF0432  DESIGNATION -  851
 NF0432  PID         -  NF0432
 NF0432  STATE/COUNTY-  MI/BARRY
 NF0432  USGS QUAD   -  CLOVERDALE (1982)
 NF0432
 NF0432                         *CURRENT SURVEY CONTROL
 NF0432  ___________________________________________________________________
 NF0432* NAD 83(1986)-  42 35 17.     (N)    085 29 01.     (W)     SCALED    
 NF0432* NAVD 88     -       259.239  (meters)     850.52   (feet)  ADJUSTED  
 NF0432  ___________________________________________________________________
 NF0432  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0432  DYNAMIC HT  -         259.162 (meters)     850.27  (feet)  COMP
 NF0432  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 NF0432
 NF0432  VERT ORDER  -  SECOND    CLASS 0
 NF0432
 NF0432.The horizontal coordinates were scaled from a topographic map and have
 NF0432.an estimated accuracy of +/- 6 seconds.
 NF0432
 NF0432.The orthometric height was determined by differential leveling
 NF0432.and adjusted by the National Geodetic Survey in June 1991..
 NF0432
 NF0432.The geoid height was determined by GEOID03.
 NF0432
 NF0432.The dynamic height is computed by dividing the NAVD 88
 NF0432.geopotential number by the normal gravity value computed on the
 NF0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0432.degrees latitude (g = 980.6199 gals.).
 NF0432
 NF0432.The modeled gravity was interpolated from observed gravity values.
 NF0432
 NF0432;                    North         East    Units  Estimated Accuracy
 NF0432;SPC MI S     -   121,470.    3,908,330.      MT  (+/- 180 meters Scaled)
 NF0432
 NF0432                          SUPERSEDED SURVEY CONTROL
 NF0432
 NF0432  NGVD 29 (??/??/92)  259.364  (m)          850.93   (f) ADJ UNCH    2 0
 NF0432
 NF0432.Superseded values are not recommended for survey control.
 NF0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0432.See file dsdata.txt to determine how the superseded data were derived.
 NF0432
 NF0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN244161(NAD 83)
 NF0432_MARKER: DD = SURVEY DISK
 NF0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0432_STAMPING: 851 S 28 1947
 NF0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0432+STABILITY: SURFACE MOTION
 NF0432
 NF0432  HISTORY     - Date     Condition        Report By
 NF0432  HISTORY     - 1947     MONUMENTED       USGS
 NF0432  HISTORY     - 1948     GOOD             NGS
 NF0432  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0432
 NF0432                          STATION DESCRIPTION
 NF0432
 NF0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0432'9.4 MI NW FROM CLOVERDALE.
 NF0432'0.45 MILE WEST AND NORTH ALONG A GRAVEL ROAD FROM THE POST
 NF0432'OFFICE AND THE JUNCTION OF STATE HIGHWAY 43 AT CLOVERDALE,
 NF0432'THENCE ABOUT 3.55 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT
 NF0432'4.2 MILES NORTH ALONG COUNTY ROAD 611, THENCE ABOUT 1.2 MILES
 NF0432'WEST AND SOUTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A
 NF0432'ROAD LEADING WEST ALONG SOUTH SHORE OF GUN LAKE, 27 FEET NORTHWEST
 NF0432'OF THE NORTHEAST-SOUTHWEST ROAD, 60 FEET SOUTH OF THE CENTER
 NF0432'LINE OF THE ROAD WEST, 2.5 FEET SOUTHEAST OF A WIRE FENCE, 33
 NF0432'FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A WHITE
 NF0432'WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE ROAD SOUTHWEST AND
 NF0432'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  MARK
 NF0432'MAY BE REACHED FROM SHELBYVILLE, ALLEGAN COUNTY BY GOING ABOUT
 NF0432'4.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0432'RAILROAD STATION, THENCE 2.4 MILES SOUTHEAST ALONG A COUNTY
 NF0432'ROAD, THENCE ABOUT 2.15 MILES EAST AND NORTHEAST ALONG A ROAD
 NF0432'FOLLOWING SOUTH SHORE OF GUN LAKE TO THE JUNCTION OF A
 NF0432'NORTHEAST-SOUTHWEST ROAD AND SITE OF MARK.
 NF0432
 NF0432                          STATION RECOVERY (1985)
 NF0432
 NF0432'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0059 ***********************************************************************
 NF0059  DESIGNATION -  855
 NF0059  PID         -  NF0059
 NF0059  STATE/COUNTY-  MI/SHIAWASSEE
 NF0059  USGS QUAD   -  EAST LANSING (1970)
 NF0059
 NF0059                         *CURRENT SURVEY CONTROL
 NF0059  ___________________________________________________________________
 NF0059* NAD 83(1986)-  42 43 09.     (N)    084 29 41.     (W)     SCALED    
 NF0059* NAVD 88     -       260.240  (meters)     853.80   (feet)  ADJUSTED  
 NF0059  ___________________________________________________________________
 NF0059  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0059  DYNAMIC HT  -         260.167 (meters)     853.56  (feet)  COMP
 NF0059  MODELED GRAV-     980,332.0   (mgal)                       NAVD 88
 NF0059
 NF0059  VERT ORDER  -  SECOND    CLASS 0
 NF0059
 NF0059.The horizontal coordinates were scaled from a topographic map and have
 NF0059.an estimated accuracy of +/- 6 seconds.
 NF0059
 NF0059.The orthometric height was determined by differential leveling
 NF0059.and adjusted by the National Geodetic Survey in June 1991..
 NF0059
 NF0059.The geoid height was determined by GEOID03.
 NF0059
 NF0059.The dynamic height is computed by dividing the NAVD 88
 NF0059.geopotential number by the normal gravity value computed on the
 NF0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0059.degrees latitude (g = 980.6199 gals.).
 NF0059
 NF0059.The modeled gravity was interpolated from observed gravity values.
 NF0059
 NF0059;                    North         East    Units  Estimated Accuracy
 NF0059;SPC MI S     -   135,430.    3,989,510.      MT  (+/- 180 meters Scaled)
 NF0059
 NF0059                          SUPERSEDED SURVEY CONTROL
 NF0059
 NF0059  NGVD 29 (??/??/92)  260.370  (m)          854.23   (f) ADJ UNCH    2 0
 NF0059
 NF0059.Superseded values are not recommended for survey control.
 NF0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0059.See file dsdata.txt to determine how the superseded data were derived.
 NF0059
 NF0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051326(NAD 83)
 NF0059_MARKER: DD = SURVEY DISK
 NF0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0059_STAMPING: 855 MSC
 NF0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0059+STABILITY: SURFACE MOTION
 NF0059
 NF0059  HISTORY     - Date     Condition        Report By
 NF0059  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0059  HISTORY     - 1934     GOOD             NGS
 NF0059  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0059  HISTORY     - 20010807 MARK NOT FOUND   USPSQD
 NF0059
 NF0059                          STATION DESCRIPTION
 NF0059
 NF0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0059'0.4 MI W FROM TROWBRIDGE.
 NF0059'0.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0059'STATION AT TROWBRIDGE, SHIAWASSEE COUNTY, AT THE CROSSING OF
 NF0059'STATE HIGHWAY 144, 107 YARDS SOUTH OF THE OFFICE OF THE EAST
 NF0059'LANSING COAL CO., 80 YARDS SOUTH OF THE INTERSECTION OF THE
 NF0059'CENTERLINE OF THE HIGHWAY WITH THE SOUTH RAIL OF THE SOUTH TRACK
 NF0059'AND 27 YARDS WEST OF THE NORTHWEST CORNER OF THE BRUCE FINEOUT
 NF0059'RESIDENCE.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED
 NF0059'855 M.S.C. AND SET IN THE TOP OF A CONCRETE POST.
 NF0059
 NF0059                          STATION RECOVERY (1976)
 NF0059
 NF0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0059'MARK NOT FOUND.
 NF0059
 NF0059                          STATION RECOVERY (2001)
 NF0059
 NF0059'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0298 ***********************************************************************
 OK0298  DESIGNATION -  858.5
 OK0298  PID         -  OK0298
 OK0298  STATE/COUNTY-  MI/KENT
 OK0298  USGS QUAD   -  EVANS (1982)
 OK0298
 OK0298                         *CURRENT SURVEY CONTROL
 OK0298  ___________________________________________________________________
 OK0298* NAD 83(1986)-  43 11 40.     (N)    085 23 30.     (W)     SCALED    
 OK0298* NAVD 88     -       261.426  (meters)     857.70   (feet)  ADJUSTED  
 OK0298  ___________________________________________________________________
 OK0298  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 OK0298  DYNAMIC HT  -         261.367 (meters)     857.50  (feet)  COMP
 OK0298  MODELED GRAV-     980,389.2   (mgal)                       NAVD 88
 OK0298
 OK0298  VERT ORDER  -  SECOND    CLASS 0
 OK0298
 OK0298.The horizontal coordinates were scaled from a topographic map and have
 OK0298.an estimated accuracy of +/- 6 seconds.
 OK0298
 OK0298.The orthometric height was determined by differential leveling
 OK0298.and adjusted by the National Geodetic Survey in June 1991..
 OK0298
 OK0298.The geoid height was determined by GEOID03.
 OK0298
 OK0298.The dynamic height is computed by dividing the NAVD 88
 OK0298.geopotential number by the normal gravity value computed on the
 OK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0298.degrees latitude (g = 980.6199 gals.).
 OK0298
 OK0298.The modeled gravity was interpolated from observed gravity values.
 OK0298
 OK0298;                    North         East    Units  Estimated Accuracy
 OK0298;SPC MI S     -   188,720.    3,916,690.      MT  (+/- 180 meters Scaled)
 OK0298
 OK0298                          SUPERSEDED SURVEY CONTROL
 OK0298
 OK0298  NGVD 29 (??/??/92)  261.554  (m)          858.12   (f) ADJ UNCH    2 0
 OK0298
 OK0298.Superseded values are not recommended for survey control.
 OK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0298.See file dsdata.txt to determine how the superseded data were derived.
 OK0298
 OK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN306836(NAD 83)
 OK0298_MARKER: S = SPIKE
 OK0298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0298_SP_SET: SIGNAL POST
 OK0298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0298
 OK0298  HISTORY     - Date     Condition        Report By
 OK0298  HISTORY     - UNK      MONUMENTED       USGS
 OK0298  HISTORY     - 1934     GOOD             NGS
 OK0298
 OK0298                          STATION DESCRIPTION
 OK0298
 OK0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0298'1.2 MI E FROM HARVARD.
 OK0298'1.2 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0298'AT HARVARD, ABOUT 160 YARDS EAST OF BRIDGE 47.81, 9 FEET NORTH
 OK0298'OF THE NORTH RAIL, IN THE CROSSING SIGN POST, AND ABOUT 1 FOOT
 OK0298'HIGHER THAN THE TOP OF RAIL.  A SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0462 ***********************************************************************
 NF0462  DESIGNATION -  859
 NF0462  PID         -  NF0462
 NF0462  STATE/COUNTY-  MI/BARRY
 NF0462  USGS QUAD   -  ALTO (1978)
 NF0462
 NF0462                         *CURRENT SURVEY CONTROL
 NF0462  ___________________________________________________________________
 NF0462* NAD 83(1986)-  42 45 47.     (N)    085 23 18.     (W)     SCALED    
 NF0462* NAVD 88     -       261.580  (meters)     858.20   (feet)  ADJUSTED  
 NF0462  ___________________________________________________________________
 NF0462  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF0462  DYNAMIC HT  -         261.505 (meters)     857.95  (feet)  COMP
 NF0462  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 NF0462
 NF0462  VERT ORDER  -  SECOND    CLASS 0
 NF0462
 NF0462.The horizontal coordinates were scaled from a topographic map and have
 NF0462.an estimated accuracy of +/- 6 seconds.
 NF0462
 NF0462.The orthometric height was determined by differential leveling
 NF0462.and adjusted by the National Geodetic Survey in June 1991..
 NF0462
 NF0462.The geoid height was determined by GEOID03.
 NF0462
 NF0462.The dynamic height is computed by dividing the NAVD 88
 NF0462.geopotential number by the normal gravity value computed on the
 NF0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0462.degrees latitude (g = 980.6199 gals.).
 NF0462
 NF0462.The modeled gravity was interpolated from observed gravity values.
 NF0462
 NF0462;                    North         East    Units  Estimated Accuracy
 NF0462;SPC MI S     -   140,800.    3,916,380.      MT  (+/- 180 meters Scaled)
 NF0462
 NF0462                          SUPERSEDED SURVEY CONTROL
 NF0462
 NF0462  NGVD 29 (??/??/92)  261.705  (m)          858.61   (f) ADJ UNCH    2 0
 NF0462
 NF0462.Superseded values are not recommended for survey control.
 NF0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0462.See file dsdata.txt to determine how the superseded data were derived.
 NF0462
 NF0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN318357(NAD 83)
 NF0462_MARKER: P = PIPE CAP
 NF0462_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0462_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0462_STAMPING: 859 1911
 NF0462_MARK LOGO: USGS  
 NF0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0462+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF0462
 NF0462  HISTORY     - Date     Condition        Report By
 NF0462  HISTORY     - 1911     MONUMENTED       CGS
 NF0462  HISTORY     - 1948     GOOD             NGS
 NF0462  HISTORY     - 1985     GOOD             USPSQD
 NF0462  HISTORY     - 1987     GOOD             USPSQD
 NF0462  HISTORY     - 1988     GOOD             USPSQD
 NF0462  HISTORY     - 19941117 POOR             MI-015
 NF0462  HISTORY     - 20040417 GOOD             USPSQD
 NF0462
 NF0462                          STATION DESCRIPTION
 NF0462
 NF0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0462'3.8 MI W FROM FREEPORT.
 NF0462'3.4 MILES WEST ALONG THE KENT-BARRY COUNTY LINE ROAD FROM THE
 NF0462'SCHOOL AT FREEPORT, THENCE ABOUT 0.45 MILE SOUTH ALONG A DIM ROAD,
 NF0462'AT THE SOUTH END OF A CUT THRU A SMALL KNOLL, ABOUT 0.25 MILE
 NF0462'NORTH OF THE JUNCTION OF A GRAVEL ROAD LEADING SOUTH AND NORTHEAST,
 NF0462'AT THE JUNCTION OF A TRAIL EAST, 24 FEET NORTHWEST OF THE CENTER
 NF0462'OF THE JUNCTION, 18 FEET WEST OF THE CENTER LINE OF THE ROAD
 NF0462'4 1/2 FEET NORTHWEST OF A CLUSTER OF 4 18-INCH OAK TREES, 1 1/2
 NF0462'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 NF0462'ROAD AND PROJECTING 6 INCHES.
 NF0462
 NF0462                          STATION RECOVERY (1985)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0462'WITNESS POST MISSING. CHANGE WORDING OF DESCRIPTION FROM 'SCHOOL AT
 NF0462'FREEPORT' TO 'BAPTIST CHURCH AT FREEPORT'.
 NF0462
 NF0462                          STATION RECOVERY (1987)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0462'RECOVERED IN GOOD CONDITION.
 NF0462
 NF0462                          STATION RECOVERY (1988)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 NF0462'RECOVERED IN GOOD CONDITION.
 NF0462
 NF0462                          STATION RECOVERY (1994)
 NF0462
 NF0462'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0462'MARK APPEARS TO HAVE BEEN BEATEN WITH A HAMMER, ELEVETION IS
 NF0462'QUESTIONABLE.  20 FEET WEST OF THE CENTERLINE OF A DIRT TRAIL,
 NF0462'CARSONITE WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT SUITABLE FOR
 NF0462'GPS.
 NF0462
 NF0462                          STATION RECOVERY (2004)
 NF0462
 NF0462'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0114 ***********************************************************************
 OK0114  DESIGNATION -  86 1/2
 OK0114  PID         -  OK0114
 OK0114  STATE/COUNTY-  MI/SHIAWASSEE
 OK0114  USGS QUAD   -  OVID EAST (1974)
 OK0114
 OK0114                         *CURRENT SURVEY CONTROL
 OK0114  ___________________________________________________________________
 OK0114* NAD 83(1986)-  43 00 22.     (N)    084 19 38.     (W)     SCALED    
 OK0114* NAVD 88     -       223.255  (meters)     732.46   (feet)  ADJUSTED  
 OK0114  ___________________________________________________________________
 OK0114  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 OK0114  DYNAMIC HT  -         223.205 (meters)     732.30  (feet)  COMP
 OK0114  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 OK0114
 OK0114  VERT ORDER  -  SECOND    CLASS 0
 OK0114
 OK0114.The horizontal coordinates were scaled from a topographic map and have
 OK0114.an estimated accuracy of +/- 6 seconds.
 OK0114
 OK0114.The orthometric height was determined by differential leveling
 OK0114.and adjusted by the National Geodetic Survey in June 1991..
 OK0114
 OK0114.The geoid height was determined by GEOID03.
 OK0114
 OK0114.The dynamic height is computed by dividing the NAVD 88
 OK0114.geopotential number by the normal gravity value computed on the
 OK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0114.degrees latitude (g = 980.6199 gals.).
 OK0114
 OK0114.The modeled gravity was interpolated from observed gravity values.
 OK0114
 OK0114;                    North         East    Units  Estimated Accuracy
 OK0114;SPC MI S     -   167,300.    4,003,220.      MT  (+/- 180 meters Scaled)
 OK0114
 OK0114                          SUPERSEDED SURVEY CONTROL
 OK0114
 OK0114  NGVD 29 (??/??/92)  223.401  (m)          732.94   (f) ADJ UNCH    2 0
 OK0114
 OK0114.Superseded values are not recommended for survey control.
 OK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0114.See file dsdata.txt to determine how the superseded data were derived.
 OK0114
 OK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN178649(NAD 83)
 OK0114_MARKER: Z = SEE DESCRIPTION
 OK0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0114_STAMPING: BM NO 86 1/2
 OK0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0114+STABILITY: SURFACE MOTION
 OK0114
 OK0114  HISTORY     - Date     Condition        Report By
 OK0114  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0114  HISTORY     - 1934     GOOD             NGS
 OK0114  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0114  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0114  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0114
 OK0114                          STATION DESCRIPTION
 OK0114
 OK0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0114'2.2 MI E FROM OVID.
 OK0114'IN SHIAWASSEE COUNTY, 2.2 MILES EAST ALONG THE GRAND TRUNK
 OK0114'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, 45.5
 OK0114'FEET NORTH OF THE NORTH RAIL, 4 FEET SOUTHEAST OF A 10-INCH
 OK0114'ELM TREE, 1.6 FEET SOUTH OF A FENCE, AND 5 FEET LOWER THAN
 OK0114'THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED BM NO. 86 1/2
 OK0114'AND SET IN THE TOP OF A CONCRETE POST.
 OK0114
 OK0114                          STATION RECOVERY (1974)
 OK0114
 OK0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0114'MARK NOT FOUND.
 OK0114
 OK0114                          STATION RECOVERY (2001)
 OK0114
 OK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0114
 OK0114                          STATION RECOVERY (2001)
 OK0114
 OK0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0114'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0311 ***********************************************************************
 OK0311  DESIGNATION -  868
 OK0311  PID         -  OK0311
 OK0311  STATE/COUNTY-  MI/MONTCALM
 OK0311  USGS QUAD   -  GREENVILLE EAST (1972)
 OK0311
 OK0311                         *CURRENT SURVEY CONTROL
 OK0311  ___________________________________________________________________
 OK0311* NAD 83(1986)-  43 11 06.     (N)    085 12 11.     (W)     SCALED    
 OK0311* NAVD 88     -       264.515  (meters)     867.83   (feet)  ADJUSTED  
 OK0311  ___________________________________________________________________
 OK0311  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OK0311  DYNAMIC HT  -         264.459 (meters)     867.65  (feet)  COMP
 OK0311  MODELED GRAV-     980,398.2   (mgal)                       NAVD 88
 OK0311
 OK0311  VERT ORDER  -  SECOND    CLASS 0
 OK0311
 OK0311.The horizontal coordinates were scaled from a topographic map and have
 OK0311.an estimated accuracy of +/- 6 seconds.
 OK0311
 OK0311.The orthometric height was determined by differential leveling
 OK0311.and adjusted by the National Geodetic Survey in June 1991..
 OK0311
 OK0311.The geoid height was determined by GEOID03.
 OK0311
 OK0311.The dynamic height is computed by dividing the NAVD 88
 OK0311.geopotential number by the normal gravity value computed on the
 OK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0311.degrees latitude (g = 980.6199 gals.).
 OK0311
 OK0311.The modeled gravity was interpolated from observed gravity values.
 OK0311
 OK0311;                    North         East    Units  Estimated Accuracy
 OK0311;SPC MI S     -   187,510.    3,932,010.      MT  (+/- 180 meters Scaled)
 OK0311
 OK0311                          SUPERSEDED SURVEY CONTROL
 OK0311
 OK0311  NGVD 29 (??/??/92)  264.647  (m)          868.26   (f) ADJ UNCH    2 0
 OK0311
 OK0311.Superseded values are not recommended for survey control.
 OK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0311.See file dsdata.txt to determine how the superseded data were derived.
 OK0311
 OK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN460829(NAD 83)
 OK0311_MARKER: P = PIPE CAP
 OK0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0311_STAMPING: 868 1916
 OK0311_MARK LOGO: USGS  
 OK0311_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0311+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2006
 OK0311
 OK0311  HISTORY     - Date     Condition        Report By
 OK0311  HISTORY     - 1916     MONUMENTED       USGS
 OK0311  HISTORY     - 1934     GOOD             NGS
 OK0311  HISTORY     - 19940622 GOOD             USPSQD
 OK0311  HISTORY     - 19990101 GOOD             SDI
 OK0311  HISTORY     - 20011205 GOOD             NGS
 OK0311  HISTORY     - 20030812 GOOD             INDIV
 OK0311  HISTORY     - 20031004 GOOD             JCLS
 OK0311  HISTORY     - 20060316 GOOD             INDIV
 OK0311
 OK0311                          STATION DESCRIPTION
 OK0311
 OK0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0311'2.7 MI E FROM GREENVILLE.
 OK0311'2.7 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0311'AT GREENVILLE, AT EUREKA PLACE, 30 YARDS NORTHEAST OF A SCALE
 OK0311'HOUSE, 20 FEET EAST OF THE CENTER OF A GRAVEL-ROAD CROSSING,
 OK0311'31 FEET NORTH OF THE NORTH RAIL, AT A FENCE CORNER, AND ABOUT
 OK0311'1-1/2 FEET LOWER THAN THE TOP OF RAIL.  A U.S. GEOLOGICAL SURVEY
 OK0311'STANDARD CAP, STAMPED 868 1916 AND RIVETED ON THE TOP OF A
 OK0311'3-1/2-INCH IRON PIPE PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND.
 OK0311
 OK0311                          STATION RECOVERY (1994)
 OK0311
 OK0311'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0311'RECOVERED IN GOOD CONDITION.
 OK0311
 OK0311                          STATION RECOVERY (1999)
 OK0311
 OK0311'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0311'FOUND IN GOOD CONDITION.
 OK0311
 OK0311                          STATION RECOVERY (2001)
 OK0311
 OK0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0311'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0311
 OK0311                          STATION RECOVERY (2003)
 OK0311
 OK0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CTB)
 OK0311'POINT RECOVERED IN GOOD CONDITION.  POINT IS LOCATED ON THE EAST SIDE
 OK0311'OF LAKE ROAD NORTH OF THE OLD RR GRADE, APPROXIMATELY 0.5 MILES SOUTH
 OK0311'OF COUNTY FARM ROAD (CR 506).
 OK0311'POINT IS MARKED BY AN ORANGE NGS MARKER, AND EASY TO FIND.
 OK0311' 
 OK0311
 OK0311                          STATION RECOVERY (2003)
 OK0311
 OK0311'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0311'RECOVERED IN GOOD CONDITION.
 OK0311
 OK0311                          STATION RECOVERY (2006)
 OK0311
 OK0311'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (PN)
 OK0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1381 ***********************************************************************
 RL1381  DESIGNATION -  869.9
 RL1381  PID         -  RL1381
 RL1381  STATE/COUNTY-  MI/ONTONAGON
 RL1381  USGS QUAD   -  WHITE PINE (1956)
 RL1381
 RL1381                         *CURRENT SURVEY CONTROL
 RL1381  ___________________________________________________________________
 RL1381* NAD 83(1986)-  46 45 53.     (N)    089 34 29.     (W)     SCALED    
 RL1381* NAVD 88     -       265.178  (meters)     870.00   (feet)  ADJUSTED  
 RL1381  ___________________________________________________________________
 RL1381  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1381  DYNAMIC HT  -         265.216 (meters)     870.13  (feet)  COMP
 RL1381  MODELED GRAV-     980,747.3   (mgal)                       NAVD 88
 RL1381
 RL1381  VERT ORDER  -  SECOND    CLASS 0
 RL1381
 RL1381.The horizontal coordinates were scaled from a topographic map and have
 RL1381.an estimated accuracy of +/- 6 seconds.
 RL1381
 RL1381.The orthometric height was determined by differential leveling
 RL1381.and adjusted by the National Geodetic Survey in June 1991..
 RL1381
 RL1381.The geoid height was determined by GEOID03.
 RL1381
 RL1381.The dynamic height is computed by dividing the NAVD 88
 RL1381.geopotential number by the normal gravity value computed on the
 RL1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1381.degrees latitude (g = 980.6199 gals.).
 RL1381
 RL1381.The modeled gravity was interpolated from observed gravity values.
 RL1381
 RL1381;                    North         East    Units  Estimated Accuracy
 RL1381;SPC MI N     -   223,420.    7,803,370.      MT  (+/- 180 meters Scaled)
 RL1381
 RL1381                          SUPERSEDED SURVEY CONTROL
 RL1381
 RL1381  NGVD 29 (??/??/92)  265.208  (m)          870.10   (f) ADJ UNCH    2 0
 RL1381
 RL1381.Superseded values are not recommended for survey control.
 RL1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1381.See file dsdata.txt to determine how the superseded data were derived.
 RL1381
 RL1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS034822(NAD 83)
 RL1381_MARKER: B = BOLT
 RL1381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1381_SP_SET: POPLAR TREE ROOT
 RL1381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1381
 RL1381  HISTORY     - Date     Condition        Report By
 RL1381  HISTORY     - UNK      MONUMENTED       USGS
 RL1381  HISTORY     - 1948     GOOD             NGS
 RL1381  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1381  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1381  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1381  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1381
 RL1381                          STATION DESCRIPTION
 RL1381
 RL1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1381'1.1 MI N FROM WHITE PINE.
 RL1381'ABOUT 1.1 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1381'AT WHITE PINE, ABOUT 0.4 MILE SOUTH OF A ROAD WEST, ABOUT 0.6
 RL1381'MILE NORTH OF A 24-FOOT WOODEN BRIDGE OVER MINERAL RIVER, AT
 RL1381'A WOODS LANE SOUTHEAST, 17 FEET EAST-SOUTHEAST OF THE CENTER
 RL1381'LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 RL1381'WOODS LANE, 13 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 28 FEET
 RL1381'NORTH-NORTHEAST OF U.S.C. AND G.S. B.M. Z 130, 1 FOOT ABOVE THE
 RL1381'HIGHWAY AND SET IN THE NORTH ROOT OF A TRIANGULAR BLAZED 15-INCH
 RL1381'POPLAR TREE.
 RL1381
 RL1381                          STATION RECOVERY (1987)
 RL1381
 RL1381'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1381'MARK NOT FOUND.
 RL1381
 RL1381                          STATION RECOVERY (1995)
 RL1381
 RL1381'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1381'MARK NOT FOUND.
 RL1381
 RL1381                          STATION RECOVERY (2000)
 RL1381
 RL1381'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1381'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. U.S.C.G.S. 'Z 130
 RL1381'1948' WAS RECOVERED BUT NO TREE WAS FOUND AT THE DESCRIBED LOCATION.
 RL1381'ASSUMED DESTROYED.
 RL1381
 RL1381                          STATION RECOVERY (2004)
 RL1381
 RL1381'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0116 ***********************************************************************
 OK0116  DESIGNATION -  87 1/2
 OK0116  PID         -  OK0116
 OK0116  STATE/COUNTY-  MI/SHIAWASSEE
 OK0116  USGS QUAD   -  OVID EAST (1974)
 OK0116
 OK0116                         *CURRENT SURVEY CONTROL
 OK0116  ___________________________________________________________________
 OK0116* NAD 83(1986)-  43 00 22.     (N)    084 20 50.     (W)     SCALED    
 OK0116* NAVD 88     -       225.602  (meters)     740.16   (feet)  ADJUSTED  
 OK0116  ___________________________________________________________________
 OK0116  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 OK0116  DYNAMIC HT  -         225.552 (meters)     740.00  (feet)  COMP
 OK0116  MODELED GRAV-     980,392.5   (mgal)                       NAVD 88
 OK0116
 OK0116  VERT ORDER  -  SECOND    CLASS 0
 OK0116
 OK0116.The horizontal coordinates were scaled from a topographic map and have
 OK0116.an estimated accuracy of +/- 6 seconds.
 OK0116
 OK0116.The orthometric height was determined by differential leveling
 OK0116.and adjusted by the National Geodetic Survey in June 1991..
 OK0116
 OK0116.The geoid height was determined by GEOID03.
 OK0116
 OK0116.The dynamic height is computed by dividing the NAVD 88
 OK0116.geopotential number by the normal gravity value computed on the
 OK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0116.degrees latitude (g = 980.6199 gals.).
 OK0116
 OK0116.The modeled gravity was interpolated from observed gravity values.
 OK0116
 OK0116;                    North         East    Units  Estimated Accuracy
 OK0116;SPC MI S     -   167,300.    4,001,590.      MT  (+/- 180 meters Scaled)
 OK0116
 OK0116                          SUPERSEDED SURVEY CONTROL
 OK0116
 OK0116  NGVD 29 (??/??/92)  225.748  (m)          740.64   (f) ADJ UNCH    2 0
 OK0116
 OK0116.Superseded values are not recommended for survey control.
 OK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0116.See file dsdata.txt to determine how the superseded data were derived.
 OK0116
 OK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN162649(NAD 83)
 OK0116_MARKER: Z = SEE DESCRIPTION
 OK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0116_STAMPING: BM NO 87 1/2
 OK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0116+STABILITY: SURFACE MOTION
 OK0116
 OK0116  HISTORY     - Date     Condition        Report By
 OK0116  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0116  HISTORY     - 1934     GOOD             NGS
 OK0116  HISTORY     - 20010806 GOOD             NGS
 OK0116  HISTORY     - 20010815 GOOD             NGS
 OK0116
 OK0116                          STATION DESCRIPTION
 OK0116
 OK0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0116'1.2 MI E FROM OVID.
 OK0116'IN SHAWASSEE COUNTY, 1.2 MILES EAST ALONG THE GRAND TRUNK
 OK0116'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, 10
 OK0116'YARDS SOUTH OF THE CENTERLINE OF A ROAD PARALLELING THE TRACK,
 OK0116'46 FEET NORTH OF THE NORTH RAIL 1.6 FEET SOUTH OF A FENCE, AND
 OK0116'4 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG, STAMPED
 OK0116'BM NO. 87 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0116
 OK0116                          STATION RECOVERY (2001)
 OK0116
 OK0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0116
 OK0116                          STATION RECOVERY (2001)
 OK0116
 OK0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0116'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0266 ***********************************************************************
 OJ0266  DESIGNATION -  87 1/2
 OJ0266  PID         -  OJ0266
 OJ0266  STATE/COUNTY-  MI/HURON
 OJ0266  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0266
 OJ0266                         *CURRENT SURVEY CONTROL
 OJ0266  ___________________________________________________________________
 OJ0266* NAD 83(1986)-  43 46 01.     (N)    083 16 04.     (W)     SCALED    
 OJ0266* NAVD 88     -       194.948  (meters)     639.59   (feet)  ADJUSTED  
 OJ0266  ___________________________________________________________________
 OJ0266  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0266  DYNAMIC HT  -         194.916 (meters)     639.49  (feet)  COMP
 OJ0266  MODELED GRAV-     980,447.7   (mgal)                       NAVD 88
 OJ0266
 OJ0266  VERT ORDER  -  SECOND    CLASS 0
 OJ0266
 OJ0266.The horizontal coordinates were scaled from a topographic map and have
 OJ0266.an estimated accuracy of +/- 6 seconds.
 OJ0266
 OJ0266.The orthometric height was determined by differential leveling
 OJ0266.and adjusted by the National Geodetic Survey in June 1991..
 OJ0266
 OJ0266.The geoid height was determined by GEOID03.
 OJ0266
 OJ0266.The dynamic height is computed by dividing the NAVD 88
 OJ0266.geopotential number by the normal gravity value computed on the
 OJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0266.degrees latitude (g = 980.6199 gals.).
 OJ0266
 OJ0266.The modeled gravity was interpolated from observed gravity values.
 OJ0266
 OJ0266;                    North         East    Units  Estimated Accuracy
 OJ0266;SPC MI S     -   252,400.    4,088,480.      MT  (+/- 180 meters Scaled)
 OJ0266
 OJ0266                          SUPERSEDED SURVEY CONTROL
 OJ0266
 OJ0266  NGVD 29 (??/??/92)  195.098  (m)          640.08   (f) ADJ UNCH    2 0
 OJ0266
 OJ0266.Superseded values are not recommended for survey control.
 OJ0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0266.See file dsdata.txt to determine how the superseded data were derived.
 OJ0266
 OJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174484(NAD 83)
 OJ0266_MARKER: Z = SEE DESCRIPTION
 OJ0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0266_STAMPING: BM NO 87 1/2
 OJ0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0266+STABILITY: SURFACE MOTION
 OJ0266
 OJ0266  HISTORY     - Date     Condition        Report By
 OJ0266  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0266  HISTORY     - 1934     GOOD             NGS
 OJ0266  HISTORY     - 1969     GOOD             USGS
 OJ0266  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 OJ0266
 OJ0266                          STATION DESCRIPTION
 OJ0266
 OJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0266'1.6 MI N FROM LINKVILLE.
 OJ0266'1.6 MILES NORTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0266'AT LINKVILLE, HURON COUNTY, ABOUT 0.5 MILE NORTH OF MILEPOST
 OJ0266'P 87, 26.4 FEET SOUTH OF A POLE, 19.9 FEET EAST OF THE EAST
 OJ0266'RAIL AND 1.9 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A 1-1/2 INCH
 OJ0266'BRONZE PLUG, STAMPED B.M. NO. 87 1/2 AND SET IN THE TOP OF A
 OJ0266'CONCRETE POST.
 OJ0266
 OJ0266                          STATION RECOVERY (1969)
 OJ0266
 OJ0266'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0266'RECOVERED IN GOOD CONDITION.
 OJ0266
 OJ0266                          STATION RECOVERY (1998)
 OJ0266
 OJ0266'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6848 ***********************************************************************
 AA6848  DESIGNATION -  87 252A
 AA6848  PID         -  AA6848
 AA6848  STATE/COUNTY-  MI/WAYNE
 AA6848  USGS QUAD   -  ROYAL OAK (1981)
 AA6848
 AA6848                         *CURRENT SURVEY CONTROL
 AA6848  ___________________________________________________________________
 AA6848* NAD 83(1994)-  42 26 41.04089(N)    083 11 52.56622(W)     ADJUSTED  
 AA6848* NAVD 88     -       203.3    (meters)     667.     (feet)  GPS OBS   
 AA6848  ___________________________________________________________________
 AA6848  X           -     558,316.316 (meters)                     COMP
 AA6848  Y           -  -4,680,746.454 (meters)                     COMP
 AA6848  Z           -   4,282,300.665 (meters)                     COMP
 AA6848  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AA6848  ELLIP HEIGHT-         169.18  (meters)          (07/12/02) GPS OBS
 AA6848  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA6848
 AA6848  HORZ ORDER  -  FIRST
 AA6848  ELLP ORDER  -  FOURTH    CLASS I
 AA6848
 AA6848.The horizontal coordinates were established by GPS observations
 AA6848.and adjusted by the National Geodetic Survey in February 1997..
 AA6848
 AA6848.The orthometric height was determined by GPS observations and a
 AA6848.high-resolution geoid model.
 AA6848
 AA6848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6848
 AA6848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6848
 AA6848.The ellipsoidal height was determined by GPS observations
 AA6848.and is referenced to NAD 83.
 AA6848
 AA6848.The geoid height was determined by GEOID03.
 AA6848
 AA6848;                    North         East     Units Scale Factor Converg.
 AA6848;SPC MI S     -   105,606.077 4,096,143.921   MT  0.99993622   +0 47 43.3
 AA6848;SPC MI S     -   346,476.63 13,438,792.39   iFT  0.99993622   +0 47 43.3
 AA6848;UTM  17      - 4,701,496.856   319,241.192   MT  1.00000202   -1 29 01.5
 AA6848
 AA6848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6848!SPC MI S     -   0.99997347  x   0.99993622  =   0.99990969
 AA6848!UTM  17      -   0.99997347  x   1.00000202  =   0.99997549
 AA6848
 AA6848:                Primary Azimuth Mark                     Grid Az
 AA6848:SPC MI S     -  87 253                                   087 42 01.7
 AA6848:UTM  17      -  87 253                                   089 58 46.5
 AA6848
 AA6848|---------------------------------------------------------------------|
 AA6848| PID    Reference Object                     Distance      Geod. Az  |
 AA6848|                                                           dddmmss.s |
 AA6848| AA6843 87 253                              APPROX. 0.6 KM 0882945.0 |
 AA6848| AA5400 25313                               492.635 METERS 3350851.1 |
 AA6848|---------------------------------------------------------------------|
 AA6848
 AA6848                          SUPERSEDED SURVEY CONTROL
 AA6848
 AA6848  ELLIP H (02/03/97)  169.22   (m)                       GP(       ) 4 1
 AA6848  NAD 83(1986)-  42 26 41.04528(N)    083 11 52.59720(W) AD(       ) 1
 AA6848
 AA6848.Superseded values are not recommended for survey control.
 AA6848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6848.See file dsdata.txt to determine how the superseded data were derived.
 AA6848
 AA6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1924101497(NAD 83)
 AA6848_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6848_STAMPING: 87-252A 1960
 AA6848_MARK LOGO: MI-163
 AA6848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6848+STABILITY: SURFACE MOTION
 AA6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6848+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6848
 AA6848  HISTORY     - Date     Condition        Report By
 AA6848  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6848  HISTORY     - 20060802 MARK NOT FOUND   HEI
 AA6848
 AA6848                          STATION DESCRIPTION
 AA6848
 AA6848'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6848'STATION IS LOCATED APPROXIMATELY 8 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6848'BASELINE ROAD AT AUDREY ROAD. TO REACH FROM M-102 (BASELINE ROAD) AND
 AA6848'GREENFIELD ROAD PROCEED EAST ON BASELINE ROAD 0.15 MILESTO AUDREY ROAD
 AA6848'AND THE STATION IN THE SOUTHEAST QUADRANT. THE STATION IS A CITY OF
 AA6848'DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6848'CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX SET FLUSH WITH THE
 AA6848'CONCRETE SIDEWALK.  THR MONUMENT IS IN THE CENTERLINE INTERSECTION OF
 AA6848'TWO SIDEWALKS. CENTERLINE OF EASTBOUND BASELINE ROAD IS N 0 E, 29.5
 AA6848'FEET, CENTERLINE OF AUDREY ROAD IS N 90 W, 26.0 FEET.
 AA6848
 AA6848                          STATION RECOVERY (2006)
 AA6848
 AA6848'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 AA6848'MARK NOT FOUND.  NEW CONCRETE PLACED FOR SIDEWALK IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6843 ***********************************************************************
 AA6843  DESIGNATION -  87 253
 AA6843  PID         -  AA6843
 AA6843  STATE/COUNTY-  MI/WAYNE
 AA6843  USGS QUAD   -  ROYAL OAK (1981)
 AA6843
 AA6843                         *CURRENT SURVEY CONTROL
 AA6843  ___________________________________________________________________
 AA6843* NAD 83(1994)-  42 26 41.53541(N)    083 11 27.09822(W)     ADJUSTED  
 AA6843* NAVD 88     -       202.5    (meters)     664.     (feet)  GPS OBS   
 AA6843  ___________________________________________________________________
 AA6843  X           -     558,892.967 (meters)                     COMP
 AA6843  Y           -  -4,680,666.700 (meters)                     COMP
 AA6843  Z           -   4,282,311.412 (meters)                     COMP
 AA6843  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AA6843  ELLIP HEIGHT-         168.42  (meters)          (07/12/02) GPS OBS
 AA6843  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 AA6843
 AA6843  HORZ ORDER  -  FIRST
 AA6843  ELLP ORDER  -  FOURTH    CLASS I
 AA6843
 AA6843.The horizontal coordinates were established by GPS observations
 AA6843.and adjusted by the National Geodetic Survey in February 1997..
 AA6843
 AA6843.The orthometric height was determined by GPS observations and a
 AA6843.high-resolution geoid model.
 AA6843
 AA6843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6843
 AA6843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6843
 AA6843.The ellipsoidal height was determined by GPS observations
 AA6843.and is referenced to NAD 83.
 AA6843
 AA6843.The geoid height was determined by GEOID03.
 AA6843
 AA6843;                    North         East     Units Scale Factor Converg.
 AA6843;SPC MI S     -   105,629.436 4,096,725.638   MT  0.99993621   +0 48 00.6
 AA6843;SPC MI S     -   346,553.27 13,440,700.91   iFT  0.99993621   +0 48 00.6
 AA6843;UTM  17      - 4,701,497.063   319,823.416   MT  0.99999943   -1 28 44.3
 AA6843
 AA6843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6843!SPC MI S     -   0.99997359  x   0.99993621  =   0.99990980
 AA6843!UTM  17      -   0.99997359  x   0.99999943  =   0.99997302
 AA6843
 AA6843:                Primary Azimuth Mark                     Grid Az
 AA6843:SPC MI S     -  87 252A                                  267 42 01.6
 AA6843:UTM  17      -  87 252A                                  269 58 46.5
 AA6843
 AA6843|---------------------------------------------------------------------|
 AA6843| PID    Reference Object                     Distance      Geod. Az  |
 AA6843|                                                           dddmmss.s |
 AA6843| AA6848 87 252A                             APPROX. 0.6 KM 2683002.2 |
 AA6843|---------------------------------------------------------------------|
 AA6843
 AA6843                          SUPERSEDED SURVEY CONTROL
 AA6843
 AA6843  ELLIP H (02/03/97)  168.46   (m)                       GP(       ) 4 1
 AA6843  NAD 83(1986)-  42 26 41.53978(N)    083 11 27.12920(W) AD(       ) 1
 AA6843
 AA6843.Superseded values are not recommended for survey control.
 AA6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6843.See file dsdata.txt to determine how the superseded data were derived.
 AA6843
 AA6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1982301497(NAD 83)
 AA6843_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6843_STAMPING: 87-253 1960
 AA6843_MARK LOGO: MI-163
 AA6843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6843+STABILITY: SURFACE MOTION
 AA6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6843+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6843
 AA6843  HISTORY     - Date     Condition        Report By
 AA6843  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6843  HISTORY     - 20060802 MARK NOT FOUND   HEI
 AA6843
 AA6843                          STATION DESCRIPTION
 AA6843
 AA6843'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6843'STATION IS LOCATED APPROXIMATELY 8 MILESNORTH OF DEARBORN, MICHIGAN ON
 AA6843'BASELINE ROAD AT HUBBELL ROAD. TO REACH FROM M-102 (BASELINE ROAD) AND
 AA6843'GREENFIELD ROAD PROCEED EAST ON BASELINE ROAD 0.5 MILESTO HUBBELL ROAD
 AA6843'AND THE STATION IN THE SOUTHWEST QUADRANT. THE STATION IS A CITY OF
 AA6843'DETROIT BENCHMARK BRASS CAP SET IN THE TOP OF A 6 INCH DIAMETER
 AA6843'CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX SET FLUSH WITH THE
 AA6843'CONCRETE SIDEWALK.  THR MONUMENT IS IN THE CENTERLINE INTERSECTION OF
 AA6843'TWO SIDEWALKS. CENTERLINE OF BASELINE ROAD IS N 0 E, 46.3 FEET,
 AA6843'CENTERLINE OF HUBBELL ROAD IS N 90 E, 39.3 FEET.
 AA6843
 AA6843                          STATION RECOVERY (2006)
 AA6843
 AA6843'RECOVERY NOTE BY HOLLAND ENGINEERING, INCORPORATED 2006 (BAD)
 AA6843'MARK NOT FOUND.  NEW CONCRETE PLACED FOR SIDEWALK IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0422 ***********************************************************************
 NF0422  DESIGNATION -  873
 NF0422  PID         -  NF0422
 NF0422  STATE/COUNTY-  MI/BARRY
 NF0422  USGS QUAD   -  CLOVERDALE (1982)
 NF0422
 NF0422                         *CURRENT SURVEY CONTROL
 NF0422  ___________________________________________________________________
 NF0422* NAD 83(1986)-  42 36 35.     (N)    085 27 30.     (W)     SCALED    
 NF0422* NAVD 88     -       266.034  (meters)     872.81   (feet)  ADJUSTED  
 NF0422  ___________________________________________________________________
 NF0422  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0422  DYNAMIC HT  -         265.955 (meters)     872.55  (feet)  COMP
 NF0422  MODELED GRAV-     980,316.3   (mgal)                       NAVD 88
 NF0422
 NF0422  VERT ORDER  -  SECOND    CLASS I
 NF0422
 NF0422.The horizontal coordinates were scaled from a topographic map and have
 NF0422.an estimated accuracy of +/- 6 seconds.
 NF0422
 NF0422.The orthometric height was determined by differential leveling
 NF0422.and adjusted by the National Geodetic Survey in June 1991..
 NF0422
 NF0422.The geoid height was determined by GEOID03.
 NF0422
 NF0422.The dynamic height is computed by dividing the NAVD 88
 NF0422.geopotential number by the normal gravity value computed on the
 NF0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0422.degrees latitude (g = 980.6199 gals.).
 NF0422
 NF0422.The modeled gravity was interpolated from observed gravity values.
 NF0422
 NF0422;                    North         East    Units  Estimated Accuracy
 NF0422;SPC MI S     -   123,850.    3,910,430.      MT  (+/- 180 meters Scaled)
 NF0422
 NF0422                          SUPERSEDED SURVEY CONTROL
 NF0422
 NF0422  NGVD 29 (??/??/92)  266.159  (m)          873.22   (f) ADJ UNCH    2 0
 NF0422
 NF0422.Superseded values are not recommended for survey control.
 NF0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0422.See file dsdata.txt to determine how the superseded data were derived.
 NF0422
 NF0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN264186(NAD 83)
 NF0422_MARKER: DB = BENCH MARK DISK
 NF0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0422_STAMPING: S 23 1947 873
 NF0422_MARK LOGO: USGS  
 NF0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0422+STABILITY: SURFACE MOTION
 NF0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0422+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2000
 NF0422
 NF0422  HISTORY     - Date     Condition        Report By
 NF0422  HISTORY     - 1947     MONUMENTED       USGS
 NF0422  HISTORY     - 1948     GOOD             NGS
 NF0422  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0422  HISTORY     - 20000822 GOOD             MI-015
 NF0422
 NF0422                          STATION DESCRIPTION
 NF0422
 NF0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0422'7.6 MI S FROM MIDDLEVILLE.
 NF0422'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0422'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 5.05 MILES SOUTHWEST
 NF0422'ALONG COUNTY ROAD 611, AT THE JUNCTION OF COUNTY ROAD 430
 NF0422'LEADING NORTHEAST, 84 FEET NORTHWEST OF A WELL PUMP, 67 FEET
 NF0422'SOUTHEAST OF THE CENTER OF THE JUNCTION, 30 FEET SOUTHEAST
 NF0422'OF THE CENTER LINE OF THE ROAD NORTHEAST, 63 FEET NORTHWEST
 NF0422'OF THE NORTHWEST CORNER OF A HOUSE, 50 FEET NORTHEAST OF THE
 NF0422'NORTHEAST CORNER OF AN OLD GARAGE, 1 FOOT NORTHEAST OF A CONE
 NF0422'SHAPED CONCRETE AND ROCK MONUMENT IN LAWN, 1 FOOT NORTHEAST
 NF0422'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE JUNCTION
 NF0422'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0422
 NF0422                          STATION RECOVERY (1985)
 NF0422
 NF0422'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0422'MARK NOT FOUND.
 NF0422
 NF0422                          STATION RECOVERY (2000)
 NF0422
 NF0422'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0422'STATION IS LOCATED IN SECTION 35, T-3-N, R-10-W, YANKEE SPRINGS
 NF0422'TOWNSHIP, BARRY COUNTY, MI.  IT 1.0 FT (0.3 M) NORTHEAST FROM A
 NF0422'CARSONITE WITNESS MARKER, 3.0 FT (0.9 M) NORTHEAST FROM A 3-FOOT TALL
 NF0422'STONE PYRIMID, 1.0 FT (0.3 M) NORTHEAST FROM A DECAYING WOOD WITNESS
 NF0422'POST, 37.0 FT (11.3 M) SOUTHEAST FROM CENTERLINE OF GUN LAKE ROAD,
 NF0422'60.0 FT (18.3 M) SOUTH-SOUTHEAST FROM A STOP SIGN POST, 74.0 FTT
 NF0422'EASTERLY FROM CENTERLINE-CENTERLINE INTERSECTION, AND 78.0 FT (23.8 M)
 NF0422'SOUTHE-SOUTHEAST FROM A UTILITY POLE.  TO REACH STATION FROM THE
 NF0422'INTERSECTION OF HIGHWAY M-179 (CHIEF NOONDAY RD.) AND YANKEE SPRINGS
 NF0422'ROAD (COUNTY ROAD 611) GO SOUTH ALONG YANKEE SPRINGS ROAD FOR 2.2
 NF0422'MILES (3.5 KM) TO THE INTERSECTION OF GUN LAKE ROAD AND THE STATION ON
 NF0422'THE LEFT, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0798 ***********************************************************************
 NE0798  DESIGNATION -  879
 NE0798  PID         -  NE0798
 NE0798  STATE/COUNTY-  MI/LIVINGSTON
 NE0798  USGS QUAD   -  OAK GROVE (1975)
 NE0798
 NE0798                         *CURRENT SURVEY CONTROL
 NE0798  ___________________________________________________________________
 NE0798* NAD 83(1986)-  42 43 51.     (N)    083 56 57.     (W)     SCALED    
 NE0798* NAVD 88     -       267.634  (meters)     878.06   (feet)  ADJUSTED  
 NE0798  ___________________________________________________________________
 NE0798  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NE0798  DYNAMIC HT  -         267.567 (meters)     877.84  (feet)  COMP
 NE0798  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 NE0798
 NE0798  VERT ORDER  -  SECOND    CLASS 0
 NE0798
 NE0798.The horizontal coordinates were scaled from a topographic map and have
 NE0798.an estimated accuracy of +/- 6 seconds.
 NE0798
 NE0798.The orthometric height was determined by differential leveling
 NE0798.and adjusted by the National Geodetic Survey in June 1991..
 NE0798
 NE0798.The geoid height was determined by GEOID03.
 NE0798
 NE0798.The dynamic height is computed by dividing the NAVD 88
 NE0798.geopotential number by the normal gravity value computed on the
 NE0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0798.degrees latitude (g = 980.6199 gals.).
 NE0798
 NE0798.The modeled gravity was interpolated from observed gravity values.
 NE0798
 NE0798;                    North         East    Units  Estimated Accuracy
 NE0798;SPC MI S     -   136,800.    4,034,190.      MT  (+/- 180 meters Scaled)
 NE0798
 NE0798                          SUPERSEDED SURVEY CONTROL
 NE0798
 NE0798  NGVD 29 (??/??/92)  267.766  (m)          878.50   (f) ADJ UNCH    2 0
 NE0798
 NE0798.Superseded values are not recommended for survey control.
 NE0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0798.See file dsdata.txt to determine how the superseded data were derived.
 NE0798
 NE0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH585351(NAD 83)
 NE0798_MARKER: P = PIPE CAP
 NE0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0798_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0798_STAMPING: 879 MICH
 NE0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0798
 NE0798  HISTORY     - Date     Condition        Report By
 NE0798  HISTORY     - UNK      MONUMENTED       USGS
 NE0798  HISTORY     - 1934     GOOD             NGS
 NE0798
 NE0798                          STATION DESCRIPTION
 NE0798
 NE0798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0798'2 MI NW FROM OAK GROVE.
 NE0798'2.0 MILES NORTHWEST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0798'AT OAK GROVE LIVINGSTON COUNTY, THENCE 0.2 MILE SOUTHWEST ALONG
 NE0798'A GRAVEL ROAD, AT THE PUBLIC SCHOOL PROPERTY, 75 YARDS NORTHEAST
 NE0798'OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 14 FEET FROM THE
 NE0798'CENTERLINE OF THE ROAD, AND 9 FEET SOUTH OF A 12-INCH OAK TREE.
 NE0798'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 879 MICH
 NE0798'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0534 ***********************************************************************
 NF0534  DESIGNATION -  879
 NF0534  PID         -  NF0534
 NF0534  STATE/COUNTY-  MI/KALAMAZOO
 NF0534  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0534
 NF0534                         *CURRENT SURVEY CONTROL
 NF0534  ___________________________________________________________________
 NF0534* NAD 83(1986)-  42 06 58.     (N)    085 37 56.     (W)     SCALED    
 NF0534* NAVD 88     -       267.790  (meters)     878.57   (feet)  ADJUSTED  
 NF0534  ___________________________________________________________________
 NF0534  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0534  DYNAMIC HT  -         267.702 (meters)     878.29  (feet)  COMP
 NF0534  MODELED GRAV-     980,288.4   (mgal)                       NAVD 88
 NF0534
 NF0534  VERT ORDER  -  FIRST     CLASS II
 NF0534
 NF0534.The horizontal coordinates were scaled from a topographic map and have
 NF0534.an estimated accuracy of +/- 6 seconds.
 NF0534
 NF0534.The orthometric height was determined by differential leveling
 NF0534.and adjusted by the National Geodetic Survey in June 1991..
 NF0534
 NF0534.The geoid height was determined by GEOID03.
 NF0534
 NF0534.The dynamic height is computed by dividing the NAVD 88
 NF0534.geopotential number by the normal gravity value computed on the
 NF0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0534.degrees latitude (g = 980.6199 gals.).
 NF0534
 NF0534.The modeled gravity was interpolated from observed gravity values.
 NF0534
 NF0534;                    North         East    Units  Estimated Accuracy
 NF0534;SPC MI S     -    69,220.    3,895,340.      MT  (+/- 180 meters Scaled)
 NF0534
 NF0534                          SUPERSEDED SURVEY CONTROL
 NF0534
 NF0534  NGVD 29 (??/??/92)  267.936  (m)          879.05   (f) ADJ UNCH    1 2
 NF0534
 NF0534.Superseded values are not recommended for survey control.
 NF0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0534.See file dsdata.txt to determine how the superseded data were derived.
 NF0534
 NF0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM130635(NAD 83)
 NF0534_MARKER: P = PIPE CAP
 NF0534_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0534_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0534_STAMPING: 879.053 FT MICH 879
 NF0534_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0534
 NF0534  HISTORY     - Date     Condition        Report By
 NF0534  HISTORY     - UNK      MONUMENTED       USGS
 NF0534  HISTORY     - 1957     GOOD             NGS
 NF0534  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0534
 NF0534                          STATION DESCRIPTION
 NF0534
 NF0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0534'AT SCHOOLCRAFT.
 NF0534'AT SCHOOLCRAFT, KALAMAZOO COUNTY, ON THE NEW YORK CENTRAL
 NF0534'RAILROAD, 1/2 MILE NORTH OF THE CROSSING OF THE GRAND TRUNK
 NF0534'WESTERN RAILWAY, IN THE NORTHEAST CORNER OF THE CROSSING OF EAST
 NF0534'CASS STREET, OPPOSITE THE WATERWORKS, JUST NORTH OF THE SIDEWALK,
 NF0534'AND 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  A UNITED STATES
 NF0534'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 879.053 FT MICH 879
 NF0534'AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 14
 NF0534'INCHES ABOVE GROUND.
 NF0534
 NF0534                          STATION RECOVERY (1993)
 NF0534
 NF0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0534'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0117 ***********************************************************************
 OK0117  DESIGNATION -  88 1/2
 OK0117  PID         -  OK0117
 OK0117  STATE/COUNTY-  MI/SHIAWASSEE
 OK0117  USGS QUAD   -  OVID EAST (1974)
 OK0117
 OK0117                         *CURRENT SURVEY CONTROL
 OK0117  ___________________________________________________________________
 OK0117* NAD 83(1986)-  43 00 21.     (N)    084 22 01.     (W)     SCALED    
 OK0117* NAVD 88     -       221.926  (meters)     728.10   (feet)  ADJUSTED  
 OK0117  ___________________________________________________________________
 OK0117  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 OK0117  DYNAMIC HT  -         221.877 (meters)     727.94  (feet)  COMP
 OK0117  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 OK0117
 OK0117  VERT ORDER  -  SECOND    CLASS 0
 OK0117
 OK0117.The horizontal coordinates were scaled from a topographic map and have
 OK0117.an estimated accuracy of +/- 6 seconds.
 OK0117
 OK0117.The orthometric height was determined by differential leveling
 OK0117.and adjusted by the National Geodetic Survey in June 1991..
 OK0117
 OK0117.The geoid height was determined by GEOID03.
 OK0117
 OK0117.The dynamic height is computed by dividing the NAVD 88
 OK0117.geopotential number by the normal gravity value computed on the
 OK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0117.degrees latitude (g = 980.6199 gals.).
 OK0117
 OK0117.The modeled gravity was interpolated from observed gravity values.
 OK0117
 OK0117;                    North         East    Units  Estimated Accuracy
 OK0117;SPC MI S     -   167,270.    3,999,980.      MT  (+/- 180 meters Scaled)
 OK0117
 OK0117                          SUPERSEDED SURVEY CONTROL
 OK0117
 OK0117  NGVD 29 (??/??/92)  222.072  (m)          728.58   (f) ADJ UNCH    2 0
 OK0117
 OK0117.Superseded values are not recommended for survey control.
 OK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0117.See file dsdata.txt to determine how the superseded data were derived.
 OK0117
 OK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN146648(NAD 83)
 OK0117_MARKER: Z = SEE DESCRIPTION
 OK0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0117_STAMPING: BM NO 88 1/2
 OK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0117+STABILITY: SURFACE MOTION
 OK0117
 OK0117  HISTORY     - Date     Condition        Report By
 OK0117  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0117  HISTORY     - 1934     GOOD             NGS
 OK0117  HISTORY     - 20010806 GOOD             NGS
 OK0117  HISTORY     - 20010815 GOOD             NGS
 OK0117
 OK0117                          STATION DESCRIPTION
 OK0117
 OK0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0117'0.2 MI E FROM OVID.
 OK0117'IN SHIAWASSEE COUNTY, 0.2 MILE EAST ALONG THE GRAND TRUNK
 OK0117'WESTERN RAILWAY FROM THE STATION AT OVID, CLINTON COUNTY, AT
 OK0117'THE SOUTHEAST CORNER OF A ROAD CROSSING, ON THE OPPOSITE SIDE
 OK0117'OF A FENCE FROM A FARMHOUSE, 22 YARDS EAST OF THE CENTERLINE
 OK0117'OF THE ROAD, 37 FEET SOUTH OF THE SOUTH RAIL, 1.2 FEET NORTH
 OK0117'OF A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OK0117'BRONZE PLUG, STAMPED BM NO. 88 1/2 AND SET IN THE TOP OF A
 OK0117'CONCRETE POST.
 OK0117
 OK0117                          STATION RECOVERY (2001)
 OK0117
 OK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0117
 OK0117                          STATION RECOVERY (2001)
 OK0117
 OK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0117'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0268 ***********************************************************************
 OJ0268  DESIGNATION -  88 1/2
 OJ0268  PID         -  OJ0268
 OJ0268  STATE/COUNTY-  MI/HURON
 OJ0268  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0268
 OJ0268                         *CURRENT SURVEY CONTROL
 OJ0268  ___________________________________________________________________
 OJ0268* NAD 83(1986)-  43 46 55.     (N)    083 16 05.     (W)     SCALED    
 OJ0268* NAVD 88     -       193.990  (meters)     636.45   (feet)  ADJUSTED  
 OJ0268  ___________________________________________________________________
 OJ0268  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OJ0268  DYNAMIC HT  -         193.957 (meters)     636.34  (feet)  COMP
 OJ0268  MODELED GRAV-     980,449.1   (mgal)                       NAVD 88
 OJ0268
 OJ0268  VERT ORDER  -  SECOND    CLASS 0
 OJ0268
 OJ0268.The horizontal coordinates were scaled from a topographic map and have
 OJ0268.an estimated accuracy of +/- 6 seconds.
 OJ0268
 OJ0268.The orthometric height was determined by differential leveling
 OJ0268.and adjusted by the National Geodetic Survey in June 1991..
 OJ0268
 OJ0268.The geoid height was determined by GEOID03.
 OJ0268
 OJ0268.The dynamic height is computed by dividing the NAVD 88
 OJ0268.geopotential number by the normal gravity value computed on the
 OJ0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0268.degrees latitude (g = 980.6199 gals.).
 OJ0268
 OJ0268.The modeled gravity was interpolated from observed gravity values.
 OJ0268
 OJ0268;                    North         East    Units  Estimated Accuracy
 OJ0268;SPC MI S     -   254,060.    4,088,440.      MT  (+/- 180 meters Scaled)
 OJ0268
 OJ0268                          SUPERSEDED SURVEY CONTROL
 OJ0268
 OJ0268  NGVD 29 (??/??/92)  194.140  (m)          636.94   (f) ADJ UNCH    2 0
 OJ0268
 OJ0268.Superseded values are not recommended for survey control.
 OJ0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0268.See file dsdata.txt to determine how the superseded data were derived.
 OJ0268
 OJ0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174501(NAD 83)
 OJ0268_MARKER: Z = SEE DESCRIPTION
 OJ0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0268_STAMPING: BM NO 88 1/2
 OJ0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0268+STABILITY: SURFACE MOTION
 OJ0268
 OJ0268  HISTORY     - Date     Condition        Report By
 OJ0268  HISTORY     - UNK      MONUMENTED       GTWRR
 OJ0268  HISTORY     - 1934     GOOD             NGS
 OJ0268  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0268  HISTORY     - 19980530 GOOD             USPSQD
 OJ0268
 OJ0268                          STATION DESCRIPTION
 OJ0268
 OJ0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0268'2.6 MI N FROM LINKVILLE.
 OJ0268'2.6 MILES NORTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0268'AT LINKVILLE, 0.5 MILE NORTH OF MILEPOST P 88, 22 FEET EAST OF
 OJ0268'THE EAST RAIL, 1.5 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND
 OJ0268'ABOUT 1 FOOT HIGHER THAN THE TOP OF RAIL.  A 1-1/2-INCH BRONZE
 OJ0268'PLUG, STAMPED B.M. NO. 88 1/2 AND SET IN THE TOP OF A CONCRETE
 OJ0268'POST.
 OJ0268
 OJ0268                          STATION RECOVERY (1969)
 OJ0268
 OJ0268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0268'MARK NOT FOUND.
 OJ0268
 OJ0268                          STATION RECOVERY (1998)
 OJ0268
 OJ0268'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8068 ***********************************************************************
 AA8068  CBN         -  This is a Cooperative Base Network Control Station.
 AA8068  DESIGNATION -  88 WR
 AA8068  PID         -  AA8068
 AA8068  STATE/COUNTY-  MI/KENT
 AA8068  USGS QUAD   -  TRUFANT (1985)
 AA8068
 AA8068                         *CURRENT SURVEY CONTROL
 AA8068  ___________________________________________________________________
 AA8068* NAD 83(1994)-  43 16 17.62986(N)    085 20 32.08564(W)     ADJUSTED  
 AA8068* NAVD 88     -       271.5    (meters)     891.     (feet)  GPS OBS   
 AA8068  ___________________________________________________________________
 AA8068  X           -     377,718.650 (meters)                     COMP
 AA8068  Y           -  -4,636,137.919 (meters)                     COMP
 AA8068  Z           -   4,349,681.095 (meters)                     COMP
 AA8068  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 AA8068  ELLIP HEIGHT-         238.69  (meters)          (07/12/02) GPS OBS
 AA8068  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AA8068
 AA8068  HORZ ORDER  -  B
 AA8068  ELLP ORDER  -  FOURTH    CLASS II
 AA8068
 AA8068.The horizontal coordinates were established by GPS observations
 AA8068.and adjusted by the National Geodetic Survey in September 1995..
 AA8068
 AA8068.The orthometric height was determined by GPS observations and a
 AA8068.high-resolution geoid model.
 AA8068
 AA8068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8068
 AA8068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8068
 AA8068.The ellipsoidal height was determined by GPS observations
 AA8068.and is referenced to NAD 83.
 AA8068
 AA8068.The geoid height was determined by GEOID03.
 AA8068
 AA8068;                    North         East     Units Scale Factor Converg.
 AA8068;SPC MI S     -   197,242.371 3,920,808.894   MT  0.99992960   -0 39 50.1
 AA8068;SPC MI S     -   647,120.64 12,863,546.24   iFT  0.99992960   -0 39 50.1
 AA8068;UTM  16      - 4,792,306.399   634,525.370   MT  0.99982262   +1 08 11.4
 AA8068
 AA8068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8068!SPC MI S     -   0.99996257  x   0.99992960  =   0.99989217
 AA8068!UTM  16      -   0.99996257  x   0.99982262  =   0.99978520
 AA8068
 AA8068                          SUPERSEDED SURVEY CONTROL
 AA8068
 AA8068  ELLIP H (09/20/95)  238.73   (m)                       GP(       ) 1 2
 AA8068
 AA8068.Superseded values are not recommended for survey control.
 AA8068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8068.See file dsdata.txt to determine how the superseded data were derived.
 AA8068
 AA8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3452592306(NAD 83)
 AA8068_MARKER: DB = BENCH MARK DISK
 AA8068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8068_STAMPING: 88 WR 1955 891
 AA8068_MARK LOGO: USGS  
 AA8068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8068+STABILITY: SURFACE MOTION
 AA8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8068+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1994
 AA8068
 AA8068  HISTORY     - Date     Condition        Report By
 AA8068  HISTORY     - 1955     MONUMENTED       USGS
 AA8068  HISTORY     - 19941125 GOOD             NGS
 AA8068
 AA8068                          STATION DESCRIPTION
 AA8068
 AA8068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8068'STATION IS LOCATED ABOUT 13 KM (8.05 MI) EAST OF GRAND LAKES, 3 KM
 AA8068'(1.85 MI) SOUTHWEST OF THE NORTHEAST CORNER OF THE COUNTY, IN SECTION
 AA8068'11, T 10 N, R 9 W, SPENCER TOWNSHIP, NEAR ITS CENTER AT THE SOUTHWEST
 AA8068'CORNER OF SORENSON AVENUE AND MASTON LAKE DRIVE.  OWNERSHIP--HIGHWAY
 AA8068'RIGHT OF WAY.  TO REACH FROM EXIT 101 AT THE INTERSECTION OF U.S.
 AA8068'HIGHWAY 131 AND STATE HIGHWAY 57 (14 MILE ROAD) , ABOUT 16 MI (25.7
 AA8068'KM) NORTHERLY FROM DOWNTOWN GRAND RAPIDS, GO EAST ON HIGHWAY 57 FOR 11
 AA8068'MI (17.7 KM) TO THE INTERSECTION OF HIGHWAY 57 AND LINCOLN LAKE
 AA8068'AVENUE.  GO NORTH ON LINCOLN LAKE AVENUE FOR 5 MI (8.0 KM) TO NINETEEN
 AA8068'MILE ROAD.  TURN RIGHT, EAST, ON NINETEEN MILE ROAD FOR 0.75 MI (1.21
 AA8068'KM) TO LARSEN AVENUE.  TURN LEFT, NORTH ON LARSEN AVENUE FOR 1.2 MI
 AA8068'(1.9 KM) TO A T-JUNCTION.  TURN LEFT AND GO WEST ON HENDRICKSON ROAD
 AA8068'FOR 0.25 MI (0.40 KM) TO SORENSON AVENUE.  TURN RIGHT AND GO NORTH ON
 AA8068'SORENSON AVENUE FOR 0.25 MI (0.40 KM) TO THE STATION ON LEFT, JUST
 AA8068'SOUTH OF MASTON LAKE DRIVE.  STATION PROJECTS 0.5 FT (15.2 CM) ABOVE
 AA8068'GROUND.  IT IS 94 FT (28.7 M) SOUTH, 60 FT (18.3 M) WEST, AND 1.7 FT
 AA8068'(0.5 M) LOWER THAN THE INTERSECTION OF SORENSEN AVENUE AND MASTON LAKE
 AA8068'DRIVE AND 3.3 FT (1.0 M) NORTHEAST FROM A POWERLINE POLE WITH
 AA8068'TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0536 ***********************************************************************
 NF0536  DESIGNATION -  882.127
 NF0536  PID         -  NF0536
 NF0536  STATE/COUNTY-  MI/KALAMAZOO
 NF0536  USGS QUAD   -  PORTAGE (1979)
 NF0536
 NF0536                         *CURRENT SURVEY CONTROL
 NF0536  ___________________________________________________________________
 NF0536* NAD 83(1986)-  42 09 32.     (N)    085 36 49.     (W)     SCALED    
 NF0536* NAVD 88     -       268.724  (meters)     881.64   (feet)  ADJUSTED  
 NF0536  ___________________________________________________________________
 NF0536  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0536  DYNAMIC HT  -         268.638 (meters)     881.36  (feet)  COMP
 NF0536  MODELED GRAV-     980,293.3   (mgal)                       NAVD 88
 NF0536
 NF0536  VERT ORDER  -  FIRST     CLASS II
 NF0536
 NF0536.The horizontal coordinates were scaled from a topographic map and have
 NF0536.an estimated accuracy of +/- 6 seconds.
 NF0536
 NF0536.The orthometric height was determined by differential leveling
 NF0536.and adjusted by the National Geodetic Survey in June 1991..
 NF0536
 NF0536.The geoid height was determined by GEOID03.
 NF0536
 NF0536.The dynamic height is computed by dividing the NAVD 88
 NF0536.geopotential number by the normal gravity value computed on the
 NF0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0536.degrees latitude (g = 980.6199 gals.).
 NF0536
 NF0536.The modeled gravity was interpolated from observed gravity values.
 NF0536
 NF0536;                    North         East    Units  Estimated Accuracy
 NF0536;SPC MI S     -    73,950.    3,896,950.      MT  (+/- 180 meters Scaled)
 NF0536
 NF0536                          SUPERSEDED SURVEY CONTROL
 NF0536
 NF0536.No superseded survey control is available for this station.
 NF0536
 NF0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM145683(NAD 83)
 NF0536_MARKER: P = PIPE CAP
 NF0536_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0536_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0536_STAMPING: 882.127 MICH 882
 NF0536_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0536
 NF0536  HISTORY     - Date     Condition        Report By
 NF0536  HISTORY     - UNK      MONUMENTED       USGS
 NF0536  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0536  HISTORY     - 1966     GOOD             USGS
 NF0536
 NF0536                          STATION DESCRIPTION
 NF0536
 NF0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0536'3.1 MI S FROM PORTAGE.
 NF0536'3.1 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NF0536'FORMER STATION SITE AT PORTAGE, KALAMAZOO COUNTY, 70 YARDS NORTH
 NF0536'OF THE CENTER OF A HIGHWAY CROSSING, 29.9 FEET EAST OF THE
 NF0536'CENTERLINE OF THE PAVEMENT, AND JUST WEST OF THE WEST
 NF0536'RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NF0536'CAP, STAMPED 882.127 MICH 882 AND RIVETED ON THE TOP OF A 3-1/2
 NF0536'INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND, AND 2 FEET
 NF0536'NORTH OF A METAL WITNESS POST AND SIGN.
 NF0536
 NF0536                          STATION RECOVERY (1966)
 NF0536
 NF0536'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0121 ***********************************************************************
 OK0121  DESIGNATION -  89 1/2
 OK0121  PID         -  OK0121
 OK0121  STATE/COUNTY-  MI/CLINTON
 OK0121  USGS QUAD   -  OVID WEST (1974)
 OK0121
 OK0121                         *CURRENT SURVEY CONTROL
 OK0121  ___________________________________________________________________
 OK0121* NAD 83(1986)-  43 00 21.     (N)    084 23 13.     (W)     SCALED    
 OK0121* NAVD 88     -       218.651  (meters)     717.36   (feet)  ADJUSTED  
 OK0121  ___________________________________________________________________
 OK0121  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OK0121  DYNAMIC HT  -         218.602 (meters)     717.20  (feet)  COMP
 OK0121  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 OK0121
 OK0121  VERT ORDER  -  SECOND    CLASS 0
 OK0121
 OK0121.The horizontal coordinates were scaled from a topographic map and have
 OK0121.an estimated accuracy of +/- 6 seconds.
 OK0121
 OK0121.The orthometric height was determined by differential leveling
 OK0121.and adjusted by the National Geodetic Survey in June 1991..
 OK0121
 OK0121.The geoid height was determined by GEOID03.
 OK0121
 OK0121.The dynamic height is computed by dividing the NAVD 88
 OK0121.geopotential number by the normal gravity value computed on the
 OK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0121.degrees latitude (g = 980.6199 gals.).
 OK0121
 OK0121.The modeled gravity was interpolated from observed gravity values.
 OK0121
 OK0121;                    North         East    Units  Estimated Accuracy
 OK0121;SPC MI S     -   167,270.    3,998,350.      MT  (+/- 180 meters Scaled)
 OK0121
 OK0121                          SUPERSEDED SURVEY CONTROL
 OK0121
 OK0121  NGVD 29 (??/??/92)  218.796  (m)          717.83   (f) ADJ UNCH    2 0
 OK0121
 OK0121.Superseded values are not recommended for survey control.
 OK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0121.See file dsdata.txt to determine how the superseded data were derived.
 OK0121
 OK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN129647(NAD 83)
 OK0121_MARKER: Z = SEE DESCRIPTION
 OK0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0121_STAMPING: BM NO 89 1/2
 OK0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0121+STABILITY: SURFACE MOTION
 OK0121
 OK0121  HISTORY     - Date     Condition        Report By
 OK0121  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0121  HISTORY     - 1934     GOOD             NGS
 OK0121
 OK0121                          STATION DESCRIPTION
 OK0121
 OK0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0121'0.7 MI W FROM OVID.
 OK0121'0.7 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0121'STATION AT OVID, CLINTON COUNTY, 3 RAILS WEST OF A ROAD CROSSING,
 OK0121'46 FEET NORTH OF THE NORTH RAIL, 1.7 FEET SOUTH OF A FENCE,
 OK0121'AND 8 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE PLUG,
 OK0121'STAMPED BM NO. 89 1/2 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1309 ***********************************************************************
 RJ1309  DESIGNATION -  89 R C6W 084
 RJ1309  PID         -  RJ1309
 RJ1309  STATE/COUNTY-  MI/CHIPPEWA
 RJ1309  USGS QUAD   -  OAK RIDGE (1976)
 RJ1309
 RJ1309                         *CURRENT SURVEY CONTROL
 RJ1309  ___________________________________________________________________
 RJ1309* NAD 83(1994)-  46 16 20.78957(N)    084 11 27.80324(W)     ADJUSTED  
 RJ1309* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 RJ1309  ___________________________________________________________________
 RJ1309  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 RJ1309  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1309
 RJ1309  HORZ ORDER  -  SECOND
 RJ1309
 RJ1309.The horizontal coordinates were established by classical geodetic methods
 RJ1309.and adjusted by the National Geodetic Survey in February 1997..
 RJ1309
 RJ1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1309
 RJ1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1309
 RJ1309.The geoid height was determined by GEOID03.
 RJ1309
 RJ1309;                    North         East     Units Scale Factor Converg.
 RJ1309;SPC MI N     -   169,340.863 8,216,453.294   MT  0.99990286   +2 01 49.0
 RJ1309;SPC MI N     -   555,580.26 26,956,867.76   iFT  0.99990286   +2 01 49.0
 RJ1309;UTM  16      - 5,128,153.614   716,429.275   MT  1.00017584   +2 01 50.2
 RJ1309
 RJ1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1309!SPC MI N     -   0.99997776  x   0.99990286  =   0.99988062
 RJ1309!UTM  16      -   0.99997776  x   1.00017584  =   1.00015359
 RJ1309
 RJ1309                          SUPERSEDED SURVEY CONTROL
 RJ1309
 RJ1309  NAD 83(1986)-  46 16 20.78097(N)    084 11 27.79973(W) AD(       ) 2
 RJ1309  NGVD 29 (05/22/90)  178.4    (m)          585.     (f) VERT ANG       
 RJ1309
 RJ1309.Superseded values are not recommended for survey control.
 RJ1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1309.See file dsdata.txt to determine how the superseded data were derived.
 RJ1309
 RJ1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1642928154(NAD 83)
 RJ1309_MARKER: DS = TRIANGULATION STATION DISK
 RJ1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1309+STABILITY: SURFACE MOTION
 RJ1309
 RJ1309  HISTORY     - Date     Condition        Report By
 RJ1309  HISTORY     - 1988     MONUMENTED       USE
 RJ1309
 RJ1309                          STATION DESCRIPTION
 RJ1309
 RJ1309'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1309'THE STATION IS LOCATED ABOUT 27.5 KM (17.1 MI) SOUTH-SOUTHEAST OF
 RJ1309'SAULT STE MARIE, 32.2 KM (20 MI) EAST-NORTHEAST OF RUDYARD, AND
 RJ1309'38.3 KM (23.8 MI) NORTHWEST OF DETOUR VILLAGE
 RJ1309'ON THE WEST SIDE OF NEEBISH ISLAND IN GOVT LOT 3, SEC 28,
 RJ1309'T45N-R2E.
 RJ1309'OWNERSHIP---CHARLES L. AND SUE ANN PRUCHA
 RJ1309'
 RJ1309'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1309'4.3 KM (2.7 MI) ON 15 MILE ROAD
 RJ1309'TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR 6.3 KM
 RJ1309'(3.9 MI) ON SCENIC DRIVE TO JENS RESORT.
 RJ1309'TRAVEL BY BOAT UPRIVER FOR 10 MINUTES TO THE WEST SIDE OF NEEBISH
 RJ1309'ISLAND AND THE STATION.
 RJ1309'
 RJ1309'THE STATION IS A STANDARD COE DISK, SET INTO A
 RJ1309'15 CM (6 IN) DIAMETER CONCRETE MONUMENT
 RJ1309'UNDER A STEEL TRIPOD W/ORANGE BOARDS, LOCATED 45.7 METERS (150 FT) TO
 RJ1309'WATER.
 RJ1309'
 RJ1309'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0599 ***********************************************************************
 MD0599  DESIGNATION -  893
 MD0599  PID         -  MD0599
 MD0599  STATE/COUNTY-  MI/ST JOSEPH
 MD0599  USGS QUAD   -  STURGIS (1982)
 MD0599
 MD0599                         *CURRENT SURVEY CONTROL
 MD0599  ___________________________________________________________________
 MD0599* NAD 83(1986)-  41 47 55.     (N)    085 28 01.     (W)     SCALED    
 MD0599* NAVD 88     -       271.979  (meters)     892.32   (feet)  ADJUSTED  
 MD0599  ___________________________________________________________________
 MD0599  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 MD0599  DYNAMIC HT  -         271.881 (meters)     892.00  (feet)  COMP
 MD0599  MODELED GRAV-     980,252.9   (mgal)                       NAVD 88
 MD0599
 MD0599  VERT ORDER  -  SECOND    CLASS 0
 MD0599
 MD0599.The horizontal coordinates were scaled from a topographic map and have
 MD0599.an estimated accuracy of +/- 6 seconds.
 MD0599
 MD0599.The orthometric height was determined by differential leveling
 MD0599.and adjusted by the National Geodetic Survey in June 1991..
 MD0599
 MD0599.The geoid height was determined by GEOID03.
 MD0599
 MD0599.The dynamic height is computed by dividing the NAVD 88
 MD0599.geopotential number by the normal gravity value computed on the
 MD0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0599.degrees latitude (g = 980.6199 gals.).
 MD0599
 MD0599.The modeled gravity was interpolated from observed gravity values.
 MD0599
 MD0599;                    North         East    Units  Estimated Accuracy
 MD0599;SPC MI S     -    33,770.    3,908,550.      MT  (+/- 180 meters Scaled)
 MD0599
 MD0599                          SUPERSEDED SURVEY CONTROL
 MD0599
 MD0599  NGVD 29 (??/??/92)  272.111  (m)          892.75   (f) ADJ UNCH    2 0
 MD0599
 MD0599.Superseded values are not recommended for survey control.
 MD0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0599.See file dsdata.txt to determine how the superseded data were derived.
 MD0599
 MD0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM273285(NAD 83)
 MD0599_MARKER: DD = SURVEY DISK
 MD0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0599_STAMPING: 893 MICHIGAN 1934
 MD0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0599+STABILITY: SURFACE MOTION
 MD0599
 MD0599  HISTORY     - Date     Condition        Report By
 MD0599  HISTORY     - 1934     MONUMENTED       USGS
 MD0599  HISTORY     - 1934     GOOD             NGS
 MD0599  HISTORY     - 1976     MARK NOT FOUND   MIDH
 MD0599
 MD0599                          STATION DESCRIPTION
 MD0599
 MD0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0599'3 MI E FROM KLINGER LAKE.
 MD0599'ABOUT 3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0599'KLINGER LAKE, ST. JOSEPH COUNTY, 0.2 MILE EAST OF MILEPOST C 129,
 MD0599'AT A ROAD CROSSING, 16 YARDS SOUTHEAST OF THE CROSSING OF THE
 MD0599'CENTERLINE OF THE ROAD AN THE SOUTH RAIL, 14 YARDS SOUTH OF THE
 MD0599'SOUTH RAIL, 4.3 FEET NORTH OF THE NORTHWEST CORNER OF A FENCE,
 MD0599'AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A UNITED
 MD0599'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 893 MICHIGAN 1934
 MD0599'AND SET IN THE TOP OF A CONCRETE POST.
 MD0599
 MD0599                          STATION RECOVERY (1976)
 MD0599
 MD0599'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0069 ***********************************************************************
 NF0069  DESIGNATION -  9
 NF0069  PID         -  NF0069
 NF0069  STATE/COUNTY-  MI/INGHAM
 NF0069  USGS QUAD   -  EAST LANSING (1970)
 NF0069
 NF0069                         *CURRENT SURVEY CONTROL
 NF0069  ___________________________________________________________________
 NF0069* NAD 83(1986)-  42 43 56.     (N)    084 28 38.     (W)     SCALED    
 NF0069* NAVD 88     -       257.47   (+/-2cm)     844.7    (feet)  VERTCON   
 NF0069  ___________________________________________________________________
 NF0069  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0069
 NF0069  VERT ORDER  -  ? (See Below)
 NF0069
 NF0069.The horizontal coordinates were scaled from a topographic map and have
 NF0069.an estimated accuracy of +/- 6 seconds.
 NF0069
 NF0069.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0069.The vertical order pertains to the NGVD 29 superseded value.
 NF0069
 NF0069.The geoid height was determined by GEOID03.
 NF0069
 NF0069;                    North         East    Units  Estimated Accuracy
 NF0069;SPC MI S     -   136,880.    3,990,950.      MT  (+/- 180 meters Scaled)
 NF0069
 NF0069                          SUPERSEDED SURVEY CONTROL
 NF0069
 NF0069  NGVD 29 (??/??/92)  257.602  (m)          845.15   (f) ADJ UNCH    ?  
 NF0069
 NF0069.Superseded values are not recommended for survey control.
 NF0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0069.See file dsdata.txt to determine how the superseded data were derived.
 NF0069
 NF0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065341(NAD 83)
 NF0069_MARKER: B = BOLT
 NF0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0069+STABILITY: SURFACE MOTION
 NF0069
 NF0069  HISTORY     - Date     Condition        Report By
 NF0069  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0069  HISTORY     - 1932     GOOD             MISCOL
 NF0069  HISTORY     - 1987     GOOD             USPSQD
 NF0069
 NF0069                          STATION DESCRIPTION
 NF0069
 NF0069'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0069'AT EAST LANSING.
 NF0069'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0069'CAMPUS, IN FRONT OF BACTERIOLOGY BUILDING, 7.5 FEET NORTH OF
 NF0069'THE CENTERLINE OF THE WALK LEADING TO THE BUILDING, 10.5 FEET
 NF0069'WEST OF A FIRE HYDRANT, AND 8 INCHES WEST OF THE WALK LEADING
 NF0069'TO HORTICULTURAL BUILDING.  A BOLT, SET IN THE TOP OF A CONCRETE
 NF0069'POST.
 NF0069
 NF0069                          STATION RECOVERY (1987)
 NF0069
 NF0069'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NF0069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6821 ***********************************************************************
 AA6821  DESIGNATION -  9 1
 AA6821  PID         -  AA6821
 AA6821  STATE/COUNTY-  MI/WAYNE
 AA6821  USGS QUAD   -  DEARBORN (1983)
 AA6821
 AA6821                         *CURRENT SURVEY CONTROL
 AA6821  ___________________________________________________________________
 AA6821* NAD 83(1994)-  42 19 18.99314(N)    083 13 58.33361(W)     ADJUSTED  
 AA6821* NAVD 88     -       185.9    (meters)     610.     (feet)  GPS OBS   
 AA6821  ___________________________________________________________________
 AA6821  X           -     556,544.092 (meters)                     COMP
 AA6821  Y           -  -4,690,203.633 (meters)                     COMP
 AA6821  Z           -   4,272,213.545 (meters)                     COMP
 AA6821  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AA6821  ELLIP HEIGHT-         151.57  (meters)          (07/12/02) GPS OBS
 AA6821  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 AA6821
 AA6821  HORZ ORDER  -  FIRST
 AA6821  ELLP ORDER  -  FOURTH    CLASS I
 AA6821
 AA6821.The horizontal coordinates were established by GPS observations
 AA6821.and adjusted by the National Geodetic Survey in February 1997..
 AA6821
 AA6821.The orthometric height was determined by GPS observations and a
 AA6821.high-resolution geoid model.
 AA6821
 AA6821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6821
 AA6821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6821
 AA6821.The ellipsoidal height was determined by GPS observations
 AA6821.and is referenced to NAD 83.
 AA6821
 AA6821.The geoid height was determined by GEOID03.
 AA6821
 AA6821;                    North         East     Units Scale Factor Converg.
 AA6821;SPC MI S     -    91,929.044 4,093,453.856   MT  0.99995484   +0 46 17.7
 AA6821;SPC MI S     -   301,604.48 13,429,966.72   iFT  0.99995484   +0 46 17.7
 AA6821;UTM  17      - 4,687,936.646   316,009.587   MT  1.00001654   -1 30 13.7
 AA6821
 AA6821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6821!SPC MI S     -   0.99997623  x   0.99995484  =   0.99993107
 AA6821!UTM  17      -   0.99997623  x   1.00001654  =   0.99999277
 AA6821
 AA6821                          SUPERSEDED SURVEY CONTROL
 AA6821
 AA6821  ELLIP H (02/03/97)  151.62   (m)                       GP(       ) 4 1
 AA6821  NAD 83(1986)-  42 19 18.99879(N)    083 13 58.36315(W) AD(       ) 1
 AA6821
 AA6821.Superseded values are not recommended for survey control.
 AA6821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6821.See file dsdata.txt to determine how the superseded data were derived.
 AA6821
 AA6821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1601087937(NAD 83)
 AA6821_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6821_STAMPING: 9-1 1994
 AA6821_MARK LOGO: MI-163
 AA6821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6821+STABILITY: SURFACE MOTION
 AA6821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6821+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2003
 AA6821
 AA6821  HISTORY     - Date     Condition        Report By
 AA6821  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6821  HISTORY     - 20030303 GOOD             WILCOX
 AA6821
 AA6821                          STATION DESCRIPTION
 AA6821
 AA6821'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6821'STATION IS LOCATED IN DEARBORN, MICHIGAN ON EVERGREEN ROAD AT THE
 AA6821'ENTRANCE TO UNIVERSITY OF MICHIGAN. TO REACH FROM THE INTERSECTION OF
 AA6821'M-153 (FORD ROAD) AND EVERGREEN ROAD PROCEED SOUTH 0.5 MILESON
 AA6821'EVERGREEN TO UNIVERSITY OF MICHIGAN ENTRANCE AND THE STATION IN THE
 AA6821'SOUTHWEST QUADRANT. THE STATION IS A BRASS "WAYNE COUNTY REMON" CAP
 AA6821'SET IN THE TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT SET FLUSH WITH
 AA6821'THE GROUND. CENTERLINE OF EVERGREEN ROAD IS N 90 E, 33.09 FEET, LIGHT
 AA6821'POLE IS S 30 W, 9.41 FEET,  THE CENTERLINE OF DRIVE IS N 45 W, 30.46
 AA6821'FEET, A NATIONAL GEODETIC SURVEY MONUMENT IS S 20 W, 64.51 FEET.
 AA6821
 AA6821                          STATION RECOVERY (2003)
 AA6821
 AA6821'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 AA6821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0096 ***********************************************************************
 NE0096  DESIGNATION -  9 A
 NE0096  PID         -  NE0096
 NE0096  STATE/COUNTY-  MI/ST CLAIR
 NE0096  USGS QUAD   -  PORT HURON (1991)
 NE0096
 NE0096                         *CURRENT SURVEY CONTROL
 NE0096  ___________________________________________________________________
 NE0096* NAD 83(1986)-  42 58 40.     (N)    082 27 10.     (W)     SCALED    
 NE0096* NAVD 88     -       184.553  (meters)     605.49   (feet)  ADJUSTED  
 NE0096  ___________________________________________________________________
 NE0096  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0096  DYNAMIC HT  -         184.507 (meters)     605.34  (feet)  COMP
 NE0096  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 NE0096
 NE0096  VERT ORDER  -  SECOND    CLASS 0
 NE0096
 NE0096.The horizontal coordinates were scaled from a topographic map and have
 NE0096.an estimated accuracy of +/- 6 seconds.
 NE0096
 NE0096.The orthometric height was determined by differential leveling
 NE0096.and adjusted by the National Geodetic Survey in June 1991..
 NE0096
 NE0096.The geoid height was determined by GEOID03.
 NE0096
 NE0096.The dynamic height is computed by dividing the NAVD 88
 NE0096.geopotential number by the normal gravity value computed on the
 NE0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0096.degrees latitude (g = 980.6199 gals.).
 NE0096
 NE0096.The modeled gravity was interpolated from observed gravity values.
 NE0096
 NE0096;                    North         East    Units  Estimated Accuracy
 NE0096;SPC MI S     -   165,920.    4,156,090.      MT  (+/- 180 meters Scaled)
 NE0096
 NE0096                          SUPERSEDED SURVEY CONTROL
 NE0096
 NE0096  NGVD 29 (??/??/92)  184.684  (m)          605.92   (f) ADJ UNCH    2 0
 NE0096
 NE0096.Superseded values are not recommended for survey control.
 NE0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0096.See file dsdata.txt to determine how the superseded data were derived.
 NE0096
 NE0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH815593(NAD 83)
 NE0096_MARKER: DD = SURVEY DISK
 NE0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0096_STAMPING: 9 A
 NE0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0096+STABILITY: SURFACE MOTION
 NE0096
 NE0096  HISTORY     - Date     Condition        Report By
 NE0096  HISTORY     - UNK      MONUMENTED       MIGS
 NE0096  HISTORY     - 1936     GOOD             NGS
 NE0096  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0096  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0096  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0096
 NE0096                          STATION DESCRIPTION
 NE0096
 NE0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 NE0096'AT PORT HURON.
 NE0096'AT PORT HURON, ST. CLAIR COUNTY, AT THE INTERSECTION OF LAPEER
 NE0096'AVENUE AND TWENTY-FOURTH STREET, 48 FEET EAST OF THE CENTERLINE
 NE0096'OF TWENTY-FOURTH STREET, 25 FEET SOUTH OF THE CENTERLINE OF
 NE0096'LAPEER AVENUE, 27 FEET NORTHWEST OF THE NORTHEAST RED BRICK
 NE0096'PILLAR OF A STANDARD OIL COMPANY SERVICE STATION, 20.5 FEET
 NE0096'SOUTH OF A FIRE HYDRANT, 1.1 FEET NORTH OF THE NORTH EDGE OF A
 NE0096'SIDEWALK, AND ABOUT LEVEL WITH THE SIDEWALK.  A STATE SURVEY
 NE0096'STANDARD DISK, STAMPED 9 A AND SET IN THE TOP OF A CONCRETE
 NE0096'POST ABOUT FLUSH WITH THE GROUND.
 NE0096
 NE0096                          STATION RECOVERY (1977)
 NE0096
 NE0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0096'MARK NOT FOUND.
 NE0096
 NE0096                          STATION RECOVERY (1988)
 NE0096
 NE0096'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0096'MARK NOT FOUND.
 NE0096
 NE0096                          STATION RECOVERY (1997)
 NE0096
 NE0096'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0097 ***********************************************************************
 NE0097  DESIGNATION -  9 B
 NE0097  PID         -  NE0097
 NE0097  STATE/COUNTY-  MI/ST CLAIR
 NE0097  USGS QUAD   -  PORT HURON (1991)
 NE0097
 NE0097                         *CURRENT SURVEY CONTROL
 NE0097  ___________________________________________________________________
 NE0097* NAD 83(1986)-  42 58 49.     (N)    082 28 44.     (W)     SCALED    
 NE0097* NAVD 88     -       188.785  (meters)     619.37   (feet)  ADJUSTED  
 NE0097  ___________________________________________________________________
 NE0097  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0097  DYNAMIC HT  -         188.738 (meters)     619.22  (feet)  COMP
 NE0097  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 NE0097
 NE0097  VERT ORDER  -  SECOND    CLASS 0
 NE0097
 NE0097.The horizontal coordinates were scaled from a topographic map and have
 NE0097.an estimated accuracy of +/- 6 seconds.
 NE0097
 NE0097.The orthometric height was determined by differential leveling
 NE0097.and adjusted by the National Geodetic Survey in June 1991..
 NE0097
 NE0097.The geoid height was determined by GEOID03.
 NE0097
 NE0097.The dynamic height is computed by dividing the NAVD 88
 NE0097.geopotential number by the normal gravity value computed on the
 NE0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0097.degrees latitude (g = 980.6199 gals.).
 NE0097
 NE0097.The modeled gravity was interpolated from observed gravity values.
 NE0097
 NE0097;                    North         East    Units  Estimated Accuracy
 NE0097;SPC MI S     -   166,150.    4,153,950.      MT  (+/- 180 meters Scaled)
 NE0097
 NE0097                          SUPERSEDED SURVEY CONTROL
 NE0097
 NE0097  NGVD 29 (??/??/92)  188.906  (m)          619.77   (f) ADJ UNCH    2 0
 NE0097
 NE0097.Superseded values are not recommended for survey control.
 NE0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0097.See file dsdata.txt to determine how the superseded data were derived.
 NE0097
 NE0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794596(NAD 83)
 NE0097_MARKER: DD = SURVEY DISK
 NE0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0097_STAMPING: 9 B
 NE0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0097+STABILITY: SURFACE MOTION
 NE0097
 NE0097  HISTORY     - Date     Condition        Report By
 NE0097  HISTORY     - UNK      MONUMENTED       MIGS
 NE0097  HISTORY     - 1934     GOOD             NGS
 NE0097  HISTORY     - 1977     GOOD             NGS
 NE0097  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0097  HISTORY     - 19970705 GOOD             USPSQD
 NE0097
 NE0097                          STATION DESCRIPTION
 NE0097
 NE0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0097'2.8 MI W FROM PORT HURON.
 NE0097'2.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0097'PORT HURON, ST. CLAIR COUNTY, IN THE NW 1/4 NW 1/4 SEC. 8,
 NE0097'T. 6 N., R. 17 E., 250 YARDS EAST OF THE NORTHEAST CORNER OF
 NE0097'THE ALLENDALE SCHOOL, 17 YARDS EAST OF THE CENTERLINE OF A
 NE0097'DRIVEWAY TO THE WOODLAND CEMETERY, 35 FEET NORTH OF THE CENTERLINE
 NE0097'OF THE HIGHWAY, 12 FEET SOUTH OF A WIRE RIGHT-OF-WAY FENCE,
 NE0097'AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 NE0097'DISK, STAMPED 9 B AND SET IN THE TOP OF A CONCRETE POST ABOUT
 NE0097'FLUSH WITH THE GROUND.
 NE0097
 NE0097                          STATION RECOVERY (1977)
 NE0097
 NE0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0097'2.8 MILES WEST ALONG LAPEER RD. FROM THE POST OFFICE AT PORT HURON,
 NE0097'IN THE NW 1/4 OF NW 1/4 SECTION 8, T6N, R 17 E, 250 YARDS EAST OF THE
 NE0097'ALLENDALE SCHOOL, 51 FEET EAST OF THE CENTER OF THE DRIVEWAY TO
 NE0097'WOODLAND CEMETARY, 35 FEET NORTH OF THE CENTERLINE OF LAPEER RD. AND
 NE0097'ABOUT 2 FEET LOWER THAN THE ROAD.
 NE0097
 NE0097                          STATION RECOVERY (1988)
 NE0097
 NE0097'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0097'MARK NOT FOUND.
 NE0097
 NE0097                          STATION RECOVERY (1997)
 NE0097
 NE0097'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0130 ***********************************************************************
 OJ0130  DESIGNATION -  9 B 1
 OJ0130  PID         -  OJ0130
 OJ0130  STATE/COUNTY-  MI/ST CLAIR
 OJ0130  USGS QUAD   -  RUBY (1976)
 OJ0130
 OJ0130                         *CURRENT SURVEY CONTROL
 OJ0130  ___________________________________________________________________
 OJ0130* NAD 83(1986)-  43 03 14.     (N)    082 34 51.     (W)     SCALED    
 OJ0130* NAVD 88     -       219.617  (meters)     720.53   (feet)  ADJUSTED  
 OJ0130  ___________________________________________________________________
 OJ0130  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OJ0130  DYNAMIC HT  -         219.565 (meters)     720.36  (feet)  COMP
 OJ0130  MODELED GRAV-     980,379.2   (mgal)                       NAVD 88
 OJ0130
 OJ0130  VERT ORDER  -  SECOND    CLASS 0
 OJ0130
 OJ0130.The horizontal coordinates were scaled from a topographic map and have
 OJ0130.an estimated accuracy of +/- 6 seconds.
 OJ0130
 OJ0130.The orthometric height was determined by differential leveling
 OJ0130.and adjusted by the National Geodetic Survey in June 1991..
 OJ0130
 OJ0130.The geoid height was determined by GEOID03.
 OJ0130
 OJ0130.The dynamic height is computed by dividing the NAVD 88
 OJ0130.geopotential number by the normal gravity value computed on the
 OJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0130.degrees latitude (g = 980.6199 gals.).
 OJ0130
 OJ0130.The modeled gravity was interpolated from observed gravity values.
 OJ0130
 OJ0130;                    North         East    Units  Estimated Accuracy
 OJ0130;SPC MI S     -   174,150.    4,145,470.      MT  (+/- 180 meters Scaled)
 OJ0130
 OJ0130                          SUPERSEDED SURVEY CONTROL
 OJ0130
 OJ0130  NGVD 29 (??/??/92)  219.716  (m)          720.85   (f) ADJ UNCH    2 0
 OJ0130
 OJ0130.Superseded values are not recommended for survey control.
 OJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0130.See file dsdata.txt to determine how the superseded data were derived.
 OJ0130
 OJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH712680(NAD 83)
 OJ0130_MARKER: DD = SURVEY DISK
 OJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0130_STAMPING: 9 B 1
 OJ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0130+STABILITY: SURFACE MOTION
 OJ0130
 OJ0130  HISTORY     - Date     Condition        Report By
 OJ0130  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0130  HISTORY     - 1934     GOOD             NGS
 OJ0130  HISTORY     - 1960     MARK NOT FOUND   USGS
 OJ0130  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0130  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0130
 OJ0130                          STATION DESCRIPTION
 OJ0130
 OJ0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0130'6.5 MI E FROM AVOCA.
 OJ0130'6.5 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0130'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, AT THE SE 1/4
 OJ0130'SEC. 9, T. 7 N., R. 16 E., 470 YARDS NORTHWEST OF THE JUNCTION
 OJ0130'OF WILDCAT ROAD AT A CURVE, 49 YARDS WEST OF THE WEST END OF A
 OJ0130'GUARD RAIL FENCE NORTH OF THE HIGHWAY, 22 FEET NORTH OF THE
 OJ0130'CENTERLINE OF THE HIGHWAY, 44 FEET NORTH OF AN 18-INCH OAK TREE,
 OJ0130'56 FEET NORTHEAST OF A 12-INCH OAK TREE, 8 YARDS SOUTH OF A
 OJ0130'WIRE FENCE, AND 3 FEET SOUTH OF THE PROLONGATION OF THE NORTHEAST
 OJ0130'EDGE OF THE CONCRETE OF THE PAVED TANGENT TO THE SOUTHEAST.  A
 OJ0130'STATE SURVEY STANDARD DISK, STAMPED 9 B 1 AND SET IN THE TOP OF A
 OJ0130'CONCRETE POST FLUSH WITH THE GROUND.
 OJ0130
 OJ0130                          STATION RECOVERY (1960)
 OJ0130
 OJ0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OJ0130'MARK NOT FOUND.
 OJ0130
 OJ0130                          STATION RECOVERY (1977)
 OJ0130
 OJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0130'MARK NOT FOUND.
 OJ0130
 OJ0130                          STATION RECOVERY (1999)
 OJ0130
 OJ0130'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0320 ***********************************************************************
 NE0320  DESIGNATION -  9 C
 NE0320  PID         -  NE0320
 NE0320  STATE/COUNTY-  MI/ST CLAIR
 NE0320  USGS QUAD   -  SMITHS CREEK (1991)
 NE0320
 NE0320                         *CURRENT SURVEY CONTROL
 NE0320  ___________________________________________________________________
 NE0320* NAD 83(1986)-  42 59 01.     (N)    082 31 38.     (W)     SCALED    
 NE0320* NAVD 88     -       201.852  (meters)     662.24   (feet)  ADJUSTED  
 NE0320  ___________________________________________________________________
 NE0320  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0320  DYNAMIC HT  -         201.802 (meters)     662.08  (feet)  COMP
 NE0320  MODELED GRAV-     980,369.4   (mgal)                       NAVD 88
 NE0320
 NE0320  VERT ORDER  -  SECOND    CLASS 0
 NE0320
 NE0320.The horizontal coordinates were scaled from a topographic map and have
 NE0320.an estimated accuracy of +/- 6 seconds.
 NE0320
 NE0320.The orthometric height was determined by differential leveling
 NE0320.and adjusted by the National Geodetic Survey in June 1991..
 NE0320
 NE0320.The geoid height was determined by GEOID03.
 NE0320
 NE0320.The dynamic height is computed by dividing the NAVD 88
 NE0320.geopotential number by the normal gravity value computed on the
 NE0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0320.degrees latitude (g = 980.6199 gals.).
 NE0320
 NE0320.The modeled gravity was interpolated from observed gravity values.
 NE0320
 NE0320;                    North         East    Units  Estimated Accuracy
 NE0320;SPC MI S     -   166,440.    4,150,000.      MT  (+/- 180 meters Scaled)
 NE0320
 NE0320                          SUPERSEDED SURVEY CONTROL
 NE0320
 NE0320  NGVD 29 (??/??/92)  201.977  (m)          662.65   (f) ADJ UNCH    2 0
 NE0320
 NE0320.Superseded values are not recommended for survey control.
 NE0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0320.See file dsdata.txt to determine how the superseded data were derived.
 NE0320
 NE0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH754601(NAD 83)
 NE0320_MARKER: DD = SURVEY DISK
 NE0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0320_STAMPING: 9 C
 NE0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0320+STABILITY: SURFACE MOTION
 NE0320
 NE0320  HISTORY     - Date     Condition        Report By
 NE0320  HISTORY     - UNK      MONUMENTED       MIGS
 NE0320  HISTORY     - 1934     GOOD             NGS
 NE0320  HISTORY     - 1977     GOOD             NGS
 NE0320  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0320
 NE0320                          STATION DESCRIPTION
 NE0320
 NE0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0320'5.3 MI W FROM PORT HURON.
 NE0320'5.3 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0320'PORT HURON, ST. CLAIR COUNTY, 0.8 MILE EAST OF THE BAPTIST
 NE0320'CHURCH AT WADHAMS, IN THE SE 1/4 SEC. 2, T. 6 N., R. 16 E., AT
 NE0320'A TURN IN THE HIGHWAY, 53 YARDS NORTHWEST OF THE NORTHWEST
 NE0320'CORNER OF THE TWO-STORY FRAME STORE AND DWELLING OF WESLEY
 NE0320'STEWART, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 13
 NE0320'YARDS EAST OF POLE 230-1/2, 3.5 FEET NORTH OF A WIRE FENCE,
 NE0320'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STATE SURVEY STANDARD
 NE0320'DISK, STAMPED 9 C AND SET IN THE TOP OF A CONCRETE POST
 NE0320'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 NE0320
 NE0320                          STATION RECOVERY (1977)
 NE0320
 NE0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0320'0.5 MILES EAST ON LAPEER ROAD FROM THE JUNCTION OF LAPEER ROAD AND
 NE0320'WADHAMS ROAD IN WADHAMS, 45 FEET SOUTH OF THE CENTER LINE OF THE
 NE0320'ROAD, 36 FEET EAST OF POLE 230 1/2, 24 FEET NORTH WEST OF THE NORTH
 NE0320'WEST CORNER OF A 12 FOOT BY 15 FOOT CONCRETE SLAB AND ACROSS THE ROAD
 NE0320'FROM THE VEGA II MOTEL.
 NE0320
 NE0320                          STATION RECOVERY (1988)
 NE0320
 NE0320'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0131 ***********************************************************************
 OJ0131  DESIGNATION -  9 C 1
 OJ0131  PID         -  OJ0131
 OJ0131  STATE/COUNTY-  MI/ST CLAIR
 OJ0131  USGS QUAD   -  RUBY (1976)
 OJ0131
 OJ0131                         *CURRENT SURVEY CONTROL
 OJ0131  ___________________________________________________________________
 OJ0131* NAD 83(1986)-  43 03 07.     (N)    082 34 34.     (W)     SCALED    
 OJ0131* NAVD 88     -       223.010  (meters)     731.66   (feet)  ADJUSTED  
 OJ0131  ___________________________________________________________________
 OJ0131  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OJ0131  DYNAMIC HT  -         222.958 (meters)     731.49  (feet)  COMP
 OJ0131  MODELED GRAV-     980,379.0   (mgal)                       NAVD 88
 OJ0131
 OJ0131  VERT ORDER  -  SECOND    CLASS 0
 OJ0131
 OJ0131.The horizontal coordinates were scaled from a topographic map and have
 OJ0131.an estimated accuracy of +/- 6 seconds.
 OJ0131
 OJ0131.The orthometric height was determined by differential leveling
 OJ0131.and adjusted by the National Geodetic Survey in June 1991..
 OJ0131
 OJ0131.The geoid height was determined by GEOID03.
 OJ0131
 OJ0131.The dynamic height is computed by dividing the NAVD 88
 OJ0131.geopotential number by the normal gravity value computed on the
 OJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0131.degrees latitude (g = 980.6199 gals.).
 OJ0131
 OJ0131.The modeled gravity was interpolated from observed gravity values.
 OJ0131
 OJ0131;                    North         East    Units  Estimated Accuracy
 OJ0131;SPC MI S     -   173,940.    4,145,860.      MT  (+/- 180 meters Scaled)
 OJ0131
 OJ0131                          SUPERSEDED SURVEY CONTROL
 OJ0131
 OJ0131  NGVD 29 (??/??/92)  223.110  (m)          731.99   (f) ADJ UNCH    2 0
 OJ0131
 OJ0131.Superseded values are not recommended for survey control.
 OJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0131.See file dsdata.txt to determine how the superseded data were derived.
 OJ0131
 OJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH716677(NAD 83)
 OJ0131_MARKER: DD = SURVEY DISK
 OJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0131_STAMPING: 9 C 1
 OJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0131+STABILITY: SURFACE MOTION
 OJ0131
 OJ0131  HISTORY     - Date     Condition        Report By
 OJ0131  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0131  HISTORY     - 1934     GOOD             NGS
 OJ0131  HISTORY     - 1977     GOOD             NGS
 OJ0131  HISTORY     - 19990703 POOR             USPSQD
 OJ0131
 OJ0131                          STATION DESCRIPTION
 OJ0131
 OJ0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0131'6.8 MI E FROM AVOCA.
 OJ0131'6.8 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0131'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE SW 1/4
 OJ0131'SW 1/4 SEC. 10, T. 7 N., R. 16 E., 162 FEET SOUTHEAST OF THE
 OJ0131'SOUTHEAST CORNER OF THE DORSEY HOUSE, AT THE JUNCTION OF
 OJ0131'WILDCAT ROAD, 30 FEET EAST OF THE CENTERLINE OF WILDCAT ROAD,
 OJ0131'24.2 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 OJ0131'NORTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OJ0131'9 C 1 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OJ0131'GROUND.
 OJ0131
 OJ0131                          STATION RECOVERY (1977)
 OJ0131
 OJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0131'6.7 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0131'AT THE JUNCTION OF WILDCAT ROAD, 30 FEET EAST OF THE CENTER OF
 OJ0131'WILDCAT ROAD, 25 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 15
 OJ0131'FEET NORTH EAST OF A STOP SIGN.
 OJ0131
 OJ0131                          STATION RECOVERY (1999)
 OJ0131
 OJ0131'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0131'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0319 ***********************************************************************
 NE0319  DESIGNATION -  9 D
 NE0319  PID         -  NE0319
 NE0319  STATE/COUNTY-  MI/ST CLAIR
 NE0319  USGS QUAD   -  SMITHS CREEK (1991)
 NE0319
 NE0319                         *CURRENT SURVEY CONTROL
 NE0319  ___________________________________________________________________
 NE0319* NAD 83(1986)-  42 59 18.     (N)    082 32 31.     (W)     SCALED    
 NE0319* NAVD 88     -       204.957  (meters)     672.43   (feet)  ADJUSTED  
 NE0319  ___________________________________________________________________
 NE0319  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE0319  DYNAMIC HT  -         204.907 (meters)     672.27  (feet)  COMP
 NE0319  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 NE0319
 NE0319  VERT ORDER  -  SECOND    CLASS 0
 NE0319
 NE0319.The horizontal coordinates were scaled from a topographic map and have
 NE0319.an estimated accuracy of +/- 6 seconds.
 NE0319
 NE0319.The orthometric height was determined by differential leveling
 NE0319.and adjusted by the National Geodetic Survey in June 1991..
 NE0319
 NE0319.The geoid height was determined by GEOID03.
 NE0319
 NE0319.The dynamic height is computed by dividing the NAVD 88
 NE0319.geopotential number by the normal gravity value computed on the
 NE0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0319.degrees latitude (g = 980.6199 gals.).
 NE0319
 NE0319.The modeled gravity was interpolated from observed gravity values.
 NE0319
 NE0319;                    North         East    Units  Estimated Accuracy
 NE0319;SPC MI S     -   166,930.    4,148,790.      MT  (+/- 180 meters Scaled)
 NE0319
 NE0319                          SUPERSEDED SURVEY CONTROL
 NE0319
 NE0319.No superseded survey control is available for this station.
 NE0319
 NE0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH742606(NAD 83)
 NE0319_MARKER: DD = SURVEY DISK
 NE0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0319_STAMPING: 9 D
 NE0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0319+STABILITY: SURFACE MOTION
 NE0319
 NE0319  HISTORY     - Date     Condition        Report By
 NE0319  HISTORY     - UNK      MONUMENTED       MIGS
 NE0319  HISTORY     - 1934     GOOD             NGS
 NE0319  HISTORY     - 1977     GOOD             MIDH
 NE0319  HISTORY     - 1977     GOOD             NGS
 NE0319  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0319
 NE0319                          STATION DESCRIPTION
 NE0319
 NE0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0319'6.2 MI W FROM PORT HURON.
 NE0319'6.2 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0319'PORT HURON, ST. CLAIR COUNTY, AT WADHAMS, 125 FEET WEST OF THE
 NE0319'INTERSECTION OF WADHAMS ROAD, 32 YARDS NORTH OF THE NORTHWEST
 NE0319'CORNER OF THE E.A. SHULTS GENERAL STORE, 47 FEET SOUTH OF THE
 NE0319'CENTERLINE OF THE HIGHWAY, 31 FEET NORTHEAST OF A 20-INCH MAPLE
 NE0319'TREE, 21 FEET WEST OF AN 18-INCH MAPLE TREE, 3.4 FEET NORTH OF
 NE0319'A WIRE FENCE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A STATE
 NE0319'SURVEY STANDARD DISK, STAMPED 9 D AND SET IN THE TOP OF A CONCRETE
 NE0319'POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.  NOTE-- RECORDS
 NE0319'OF THE MICHIGAN GEODETIC SURVEY INDICATE THAT THIS MARK IS 47
 NE0319'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 NE0319
 NE0319                          STATION RECOVERY (1977)
 NE0319
 NE0319'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0319'THE BENCHMARK IS LOCATED IN ST.CLAIR COUNTY, T6N R16E, KIMBALL
 NE0319'TOWNSHIP SECTION 3, FROM THE INTERSECTION OF LAPEER ROAD AND WADHAMS
 NE0319'ROAD GO WEST 0.25 MILES TO MARK ON RIGHT. IT IS 32 YARDS NORTH OF THE
 NE0319'NORTHWEST CORNER OF WADHAMS GENERAL STORE, 75 FEET WEST OF THE
 NE0319'CENTERLINE OF BARTLETT ROAD, 47 FEET NORTH OF THE CENTERLINE OF LAPEER
 NE0319'ROAD AND 31 FEET NORTHEAST OF A 20 INCH MAPLE TREE. A STATE SURVEY
 NE0319'STANDARD DISK SET IN A CONCRETE POST
 NE0319
 NE0319                          STATION RECOVERY (1977)
 NE0319
 NE0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0319'0.25 MILES WEST ON LAPEER ROAD FROM THE JUNCTION OF LAPEER ROAD AND
 NE0319'WADHAMS ROAD, IN WADHAMS, (WADHAMS ROAD HAS BEEN MOVED SINCE ORIGINAL
 NE0319'DESCRIPTION), 75 FEET WEST OF THE CENTER OF BARTLETT STREET, 96 FEET
 NE0319'NORTH OF THE NORTHWEST CORNER OF WADHAMS GENERAL STORE, 47 FEET NORTH
 NE0319'OF THE CENTER OF LAPEER ROAD AND IN A LAWN.
 NE0319
 NE0319                          STATION RECOVERY (1988)
 NE0319
 NE0319'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0132 ***********************************************************************
 OJ0132  DESIGNATION -  9 D 1
 OJ0132  PID         -  OJ0132
 OJ0132  STATE/COUNTY-  MI/ST CLAIR
 OJ0132  USGS QUAD   -  RUBY (1976)
 OJ0132
 OJ0132                         *CURRENT SURVEY CONTROL
 OJ0132  ___________________________________________________________________
 OJ0132* NAD 83(1986)-  43 02 37.     (N)    082 33 21.     (W)     SCALED    
 OJ0132* NAVD 88     -       219.463  (meters)     720.02   (feet)  ADJUSTED  
 OJ0132  ___________________________________________________________________
 OJ0132  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0132  DYNAMIC HT  -         219.411 (meters)     719.85  (feet)  COMP
 OJ0132  MODELED GRAV-     980,378.1   (mgal)                       NAVD 88
 OJ0132
 OJ0132  VERT ORDER  -  SECOND    CLASS 0
 OJ0132
 OJ0132.The horizontal coordinates were scaled from a topographic map and have
 OJ0132.an estimated accuracy of +/- 6 seconds.
 OJ0132
 OJ0132.The orthometric height was determined by differential leveling
 OJ0132.and adjusted by the National Geodetic Survey in June 1991..
 OJ0132
 OJ0132.The geoid height was determined by GEOID03.
 OJ0132
 OJ0132.The dynamic height is computed by dividing the NAVD 88
 OJ0132.geopotential number by the normal gravity value computed on the
 OJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0132.degrees latitude (g = 980.6199 gals.).
 OJ0132
 OJ0132.The modeled gravity was interpolated from observed gravity values.
 OJ0132
 OJ0132;                    North         East    Units  Estimated Accuracy
 OJ0132;SPC MI S     -   173,050.    4,147,530.      MT  (+/- 180 meters Scaled)
 OJ0132
 OJ0132                          SUPERSEDED SURVEY CONTROL
 OJ0132
 OJ0132  NGVD 29 (??/??/92)  219.564  (m)          720.35   (f) ADJ UNCH    2 0
 OJ0132
 OJ0132.Superseded values are not recommended for survey control.
 OJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0132.See file dsdata.txt to determine how the superseded data were derived.
 OJ0132
 OJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH732668(NAD 83)
 OJ0132_MARKER: DD = SURVEY DISK
 OJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0132_STAMPING: 9 D 1
 OJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0132+STABILITY: SURFACE MOTION
 OJ0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0132+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 OJ0132
 OJ0132  HISTORY     - Date     Condition        Report By
 OJ0132  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0132  HISTORY     - 1934     GOOD             NGS
 OJ0132  HISTORY     - 1977     GOOD             NGS
 OJ0132  HISTORY     - 19990703 GOOD             USPSQD
 OJ0132  HISTORY     - 20040209 GOOD             BMJ
 OJ0132
 OJ0132                          STATION DESCRIPTION
 OJ0132
 OJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0132'8 MI E FROM AVOCA.
 OJ0132'8.0 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0132'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE NORTHWEST
 OJ0132'CORNER OF THE SW 1/4 SEC. 14, T. 7 N., R. 16 E., 145 FEET
 OJ0132'NORTHWEST OF THE SOUTHWEST CORNER OF THE WEST WING OF THE CARLTON
 OJ0132'RANCH HOUSE, AT THE INTERSECTION OF VINCENT ROAD, 50.2 FEET
 OJ0132'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14 YARDS EAST OF THE
 OJ0132'CENTERLINE OF VINCENT ROAD, 25 FEET EAST OF A FENCE CORNER, AND
 OJ0132'4 FEET NORTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK,
 OJ0132'STAMPED 9 D 1 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OJ0132'3 INCHES ABOVE GROUND.
 OJ0132
 OJ0132                          STATION RECOVERY (1977)
 OJ0132
 OJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0132'7.9 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0132'AT THE INTERSECTION OF THE HIGHWAY AND VINCENT ROAD, 55 FEET EAST OF
 OJ0132'THE CENTER OF VINCENT ROAD, 50 FEET SOUTH OF THE CENTER OF THE
 OJ0132'HIGHWAY AND 9.5 FEET EAST NORTHEAST OF A 20 INCH TREE WITH METAL
 OJ0132'SIGNS BEARD ROAD-VINCENT ROAD GROWN IN THE TREE.
 OJ0132
 OJ0132                          STATION RECOVERY (1999)
 OJ0132
 OJ0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0132'RECOVERED IN GOOD CONDITION.
 OJ0132
 OJ0132                          STATION RECOVERY (2004)
 OJ0132
 OJ0132'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2004
 OJ0132'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION, ELEVATION IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0287 ***********************************************************************
 MC0287  DESIGNATION -  9 DTSRR
 MC0287  PID         -  MC0287
 MC0287  STATE/COUNTY-  MI/MONROE
 MC0287  USGS QUAD   -  ERIE (1979)
 MC0287
 MC0287                         *CURRENT SURVEY CONTROL
 MC0287  ___________________________________________________________________
 MC0287* NAD 83(1986)-  41 47 26.     (N)    083 28 31.     (W)     SCALED    
 MC0287* NAVD 88     -       177.740  (meters)     583.14   (feet)  ADJUSTED  
 MC0287  ___________________________________________________________________
 MC0287  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0287  DYNAMIC HT  -         177.673 (meters)     582.92  (feet)  COMP
 MC0287  MODELED GRAV-     980,243.9   (mgal)                       NAVD 88
 MC0287
 MC0287  VERT ORDER  -  FIRST     CLASS I
 MC0287
 MC0287.The horizontal coordinates were scaled from a topographic map and have
 MC0287.an estimated accuracy of +/- 6 seconds.
 MC0287
 MC0287.The orthometric height was determined by differential leveling
 MC0287.and adjusted by the National Geodetic Survey in June 1991..
 MC0287.WARNING-Repeat measurements at this control monument indicate possible
 MC0287.vertical movement.
 MC0287
 MC0287.The geoid height was determined by GEOID03.
 MC0287
 MC0287.The dynamic height is computed by dividing the NAVD 88
 MC0287.geopotential number by the normal gravity value computed on the
 MC0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0287.degrees latitude (g = 980.6199 gals.).
 MC0287
 MC0287.The modeled gravity was interpolated from observed gravity values.
 MC0287
 MC0287;                    North         East    Units  Estimated Accuracy
 MC0287;SPC MI S     -    32,670.    4,074,100.      MT  (+/- 180 meters Scaled)
 MC0287
 MC0287                          SUPERSEDED SURVEY CONTROL
 MC0287
 MC0287  NGVD 29 (??/??/92)  177.923  (m)          583.74   (f) ADJ UNCH    1 1
 MC0287
 MC0287.Superseded values are not recommended for survey control.
 MC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0287.See file dsdata.txt to determine how the superseded data were derived.
 MC0287
 MC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG943294(NAD 83)
 MC0287_MARKER: DD = SURVEY DISK
 MC0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0287_SP_SET: CULVERT
 MC0287_STAMPING: BENCH MARK ELEV NO 9 USC AND G 1899
 MC0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0287
 MC0287  HISTORY     - Date     Condition        Report By
 MC0287  HISTORY     - 1899     MONUMENTED       DTSRR
 MC0287  HISTORY     - 1968     GOOD             NGS
 MC0287  HISTORY     - 1973     GOOD             NGS
 MC0287
 MC0287                          STATION DESCRIPTION
 MC0287
 MC0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0287'9.5 MI SW FROM MONROE.
 MC0287'ABOUT 9.5 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0287'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.25 MILE
 MC0287'NORTHEAST OF THE CROSSING OF VIENNA ROAD, ABOUT 0.2 MILE NORTHEAST
 MC0287'OF MILEPOST D 45, ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0287'RAILROAD, ABOUT 50 YARDS SOUTHEAST OF THE PENN CENTRAL RAILROAD,
 MC0287'SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL
 MC0287'OF A 30-FOOT CONCRETE BOX CULVERT OVER BAY CREEK, 7.4 FEET
 MC0287'SOUTHEAST OF THE SOUTHEAST RAIL OF THE D AND T SL RR, 2.2 FEET
 MC0287'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND 1 1/2 FEET
 MC0287'BELOW THE LEVEL OF THE TRACK.
 MC0287
 MC0287                          STATION RECOVERY (1973)
 MC0287
 MC0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0322 ***********************************************************************
 NE0322  DESIGNATION -  9 E
 NE0322  PID         -  NE0322
 NE0322  STATE/COUNTY-  MI/ST CLAIR
 NE0322  USGS QUAD   -  SMITHS CREEK (1991)
 NE0322
 NE0322                         *CURRENT SURVEY CONTROL
 NE0322  ___________________________________________________________________
 NE0322* NAD 83(1986)-  42 59 34.     (N)    082 33 31.     (W)     SCALED    
 NE0322* NAVD 88     -       206.623  (meters)     677.90   (feet)  ADJUSTED  
 NE0322  ___________________________________________________________________
 NE0322  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE0322  DYNAMIC HT  -         206.572 (meters)     677.73  (feet)  COMP
 NE0322  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 NE0322
 NE0322  VERT ORDER  -  SECOND    CLASS 0
 NE0322
 NE0322.The horizontal coordinates were scaled from a topographic map and have
 NE0322.an estimated accuracy of +/- 6 seconds.
 NE0322
 NE0322.The orthometric height was determined by differential leveling
 NE0322.and adjusted by the National Geodetic Survey in June 1991..
 NE0322
 NE0322.The geoid height was determined by GEOID03.
 NE0322
 NE0322.The dynamic height is computed by dividing the NAVD 88
 NE0322.geopotential number by the normal gravity value computed on the
 NE0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0322.degrees latitude (g = 980.6199 gals.).
 NE0322
 NE0322.The modeled gravity was interpolated from observed gravity values.
 NE0322
 NE0322;                    North         East    Units  Estimated Accuracy
 NE0322;SPC MI S     -   167,400.    4,147,420.      MT  (+/- 180 meters Scaled)
 NE0322
 NE0322                          SUPERSEDED SURVEY CONTROL
 NE0322
 NE0322.No superseded survey control is available for this station.
 NE0322
 NE0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH729611(NAD 83)
 NE0322_MARKER: DD = SURVEY DISK
 NE0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0322_STAMPING: 9 E
 NE0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0322+STABILITY: SURFACE MOTION
 NE0322
 NE0322  HISTORY     - Date     Condition        Report By
 NE0322  HISTORY     - UNK      MONUMENTED       MIGS
 NE0322  HISTORY     - 1934     GOOD             NGS
 NE0322  HISTORY     - 1977     GOOD             MIDH
 NE0322  HISTORY     - 1977     GOOD             NGS
 NE0322  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0322
 NE0322                          STATION DESCRIPTION
 NE0322
 NE0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0322'7.1 MI W FROM PORT HURON.
 NE0322'7.1 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0322'PORT HURON, ST. CLAIR COUNTY, 0.9 MILE WEST OF WADHAMS, IN THE
 NE0322'NE 1/4 NW 1/4 SEC. 3, T. 6 N., R. 16 E., AT THE INTERSECTION
 NE0322'OF THE COUNTY ROAD TO RUBY, 43 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0322'CORNER OF THE ST. PAUL EVANGELICAL CHURCH, 72 FEET NORTHWEST OF
 NE0322'THE NORTHWEST CORNER OF THE CLARENCE STEIN FARMHOUSE, 43 FEET
 NE0322'NORTH OF THE CENTERLINE OF THE HIGHWAY, 34 FEET EAST OF AN
 NE0322'8-INCH APPLE TREE, AND ABOUT LEVEL WITH THE HIGHWAY.  A STATE
 NE0322'SURVEY STANDARD DISK, STAMPED 9 E AND SET IN THE TOP OF A
 NE0322'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 NE0322'NOTE-- RECORDS OF THE MICHIGAN GEODETIC SURVEY INDICATE THAT
 NE0322'THIS MARK IS 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 NE0322
 NE0322                          STATION RECOVERY (1977)
 NE0322
 NE0322'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0322'THE BENCHMARK IS LOCATED IN ST.CLAIR COUNTY, T6N R16E, KIMBALL
 NE0322'TOWNSHIP, SECTION 3. FROM THE INTERSECTION OF LAPEER ROAD AND WADHAMS
 NE0322'ROAD GO WEST 1.2 MI TO MARK ON LEFT. IT IS 72 FEET NORTHWEST OF THE
 NE0322'NORTHWEST CORNER OF CLARENCE STEIN FARMHOUSE AND 43 FEET SOUTH OF THE
 NE0322'CENTERLINE OF LAPEER ROAD, 28 FEET EAST NORTHEAST OF A POWER POLE AND
 NE0322'26 FEET NORTHWEST OF A GATEPOST AND 1 FOOT NORTH OF A METAL WITNESS
 NE0322'POST
 NE0322
 NE0322                          STATION RECOVERY (1977)
 NE0322
 NE0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0322'1.2 MILES WEST ON LAPEER ROAD FROM THE INTERSECTION OF LAPEER ROAD
 NE0322'AND WADHAMS ROAD IN WADHAMS, AT THE JUNCTION WITH ABBOTTSFORD ROAD,
 NE0322'72 FEET NORTH WEST OF ARNOLD HOUSE, 26 FEET NORTH WEST OF A GATE
 NE0322'POST, 43 FEET SOUTH OF THE CENTER OF LAPEER ROAD, ABOUT HALF WAY
 NE0322'BETWEEN THE TWO TANGENTS OF ABBOTTSFORD ROAD.
 NE0322
 NE0322                          STATION RECOVERY (1988)
 NE0322
 NE0322'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0133 ***********************************************************************
 OJ0133  DESIGNATION -  9 E 1
 OJ0133  PID         -  OJ0133
 OJ0133  STATE/COUNTY-  MI/ST CLAIR
 OJ0133  USGS QUAD   -  RUBY (1976)
 OJ0133
 OJ0133                         *CURRENT SURVEY CONTROL
 OJ0133  ___________________________________________________________________
 OJ0133* NAD 83(1986)-  43 02 40.     (N)    082 31 37.     (W)     SCALED    
 OJ0133* NAVD 88     -       195.404  (meters)     641.09   (feet)  ADJUSTED  
 OJ0133  ___________________________________________________________________
 OJ0133  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0133  DYNAMIC HT  -         195.358 (meters)     640.94  (feet)  COMP
 OJ0133  MODELED GRAV-     980,378.7   (mgal)                       NAVD 88
 OJ0133
 OJ0133  VERT ORDER  -  SECOND    CLASS 0
 OJ0133
 OJ0133.The horizontal coordinates were scaled from a topographic map and have
 OJ0133.an estimated accuracy of +/- 6 seconds.
 OJ0133
 OJ0133.The orthometric height was determined by differential leveling
 OJ0133.and adjusted by the National Geodetic Survey in June 1991..
 OJ0133
 OJ0133.The geoid height was determined by GEOID03.
 OJ0133
 OJ0133.The dynamic height is computed by dividing the NAVD 88
 OJ0133.geopotential number by the normal gravity value computed on the
 OJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0133.degrees latitude (g = 980.6199 gals.).
 OJ0133
 OJ0133.The modeled gravity was interpolated from observed gravity values.
 OJ0133
 OJ0133;                    North         East    Units  Estimated Accuracy
 OJ0133;SPC MI S     -   173,190.    4,149,880.      MT  (+/- 180 meters Scaled)
 OJ0133
 OJ0133                          SUPERSEDED SURVEY CONTROL
 OJ0133
 OJ0133  NGVD 29 (??/??/92)  195.513  (m)          641.45   (f) ADJ UNCH    2 0
 OJ0133
 OJ0133.Superseded values are not recommended for survey control.
 OJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0133.See file dsdata.txt to determine how the superseded data were derived.
 OJ0133
 OJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756668(NAD 83)
 OJ0133_MARKER: DD = SURVEY DISK
 OJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0133_STAMPING: 9 E 1
 OJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0133+STABILITY: SURFACE MOTION
 OJ0133
 OJ0133  HISTORY     - Date     Condition        Report By
 OJ0133  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0133  HISTORY     - 1934     GOOD             NGS
 OJ0133  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0133
 OJ0133                          STATION DESCRIPTION
 OJ0133
 OJ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0133'8 MI NW FROM PORT HURON.
 OJ0133'8.0 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0133'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE NORTHEAST
 OJ0133'CORNER OF THE SW 1/4 SEC. 13, T. 7 N., R. 16 E., IN THE
 OJ0133'TRIANGULAR GRASS PLOT AT THE JUNCTION OF THE HIGHWAYS, 45 FEET
 OJ0133'WEST OF THE CENTERLINE OF STATE HIGHWAY 51, 16.5 FEET SOUTH OF
 OJ0133'THE PROLONGATION OF THE CENTERLINE OF THE PAVED TANGENT TO THE
 OJ0133'WEST, 27 FEET EAST OF A DIRECTION SIGN-POST, 17 FEET NORTHEAST
 OJ0133'OF A 9-INCH MAPLE TREE, AND 15 FEET NORTHWEST OF THE CENTER
 OJ0133'OF A CATCH BASIN.  A STATE SURVEY STANDARD DISK, STAMPED 9 E 1
 OJ0133'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OJ0133
 OJ0133                          STATION RECOVERY (1999)
 OJ0133
 OJ0133'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0001 ***********************************************************************
 OJ0001  DESIGNATION -  9 G 1
 OJ0001  PID         -  OJ0001
 OJ0001  STATE/COUNTY-  MI/ST CLAIR
 OJ0001  USGS QUAD   -  LAKEPORT (1976)
 OJ0001
 OJ0001                         *CURRENT SURVEY CONTROL
 OJ0001  ___________________________________________________________________
 OJ0001* NAD 83(1986)-  43 02 18.     (N)    082 29 03.     (W)     SCALED    
 OJ0001* NAVD 88     -       186.092  (meters)     610.54   (feet)  ADJUSTED  
 OJ0001  ___________________________________________________________________
 OJ0001  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OJ0001  DYNAMIC HT  -         186.047 (meters)     610.39  (feet)  COMP
 OJ0001  MODELED GRAV-     980,376.1   (mgal)                       NAVD 88
 OJ0001
 OJ0001  VERT ORDER  -  SECOND    CLASS 0
 OJ0001
 OJ0001.The horizontal coordinates were scaled from a topographic map and have
 OJ0001.an estimated accuracy of +/- 6 seconds.
 OJ0001
 OJ0001.The orthometric height was determined by differential leveling
 OJ0001.and adjusted by the National Geodetic Survey in June 1991..
 OJ0001
 OJ0001.The geoid height was determined by GEOID03.
 OJ0001
 OJ0001.The dynamic height is computed by dividing the NAVD 88
 OJ0001.geopotential number by the normal gravity value computed on the
 OJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0001.degrees latitude (g = 980.6199 gals.).
 OJ0001
 OJ0001.The modeled gravity was interpolated from observed gravity values.
 OJ0001
 OJ0001;                    North         East    Units  Estimated Accuracy
 OJ0001;SPC MI S     -   172,590.    4,153,380.      MT  (+/- 180 meters Scaled)
 OJ0001
 OJ0001                          SUPERSEDED SURVEY CONTROL
 OJ0001
 OJ0001  NGVD 29 (??/??/92)  186.209  (m)          610.92   (f) ADJ UNCH    2 0
 OJ0001
 OJ0001.Superseded values are not recommended for survey control.
 OJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0001.See file dsdata.txt to determine how the superseded data were derived.
 OJ0001
 OJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH791661(NAD 83)
 OJ0001_MARKER: DD = SURVEY DISK
 OJ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0001_STAMPING: 9 G 1
 OJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0001+STABILITY: SURFACE MOTION
 OJ0001
 OJ0001  HISTORY     - Date     Condition        Report By
 OJ0001  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0001  HISTORY     - 1934     GOOD             NGS
 OJ0001  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0001  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0001  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0001
 OJ0001                          STATION DESCRIPTION
 OJ0001
 OJ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0001'5.4 MI NW FROM PORT HURON.
 OJ0001'5.4 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0001'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE NW 1/4 NE 1/4 SEC.
 OJ0001'20, T. 7 N., R. 17 E., 103 FEET SOUTH OF THE SOUTHEAST CORNER
 OJ0001'OF THE GARDENDALE GLEANER HALL, 60 YARDS SOUTHEAST OF THE CENTER
 OJ0001'OF THE JUNCTION OF KEEWAHDIN ROAD, 63.5 FEET SOUTH OF THE
 OJ0001'CENTERLINE OF KEEWAHDIN ROAD, AND 48 FEET NORTHWEST OF THE CENTERLINE
 OJ0001'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 9 G 1
 OJ0001'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OJ0001'ABOVE GROUND.
 OJ0001
 OJ0001                          STATION RECOVERY (1977)
 OJ0001
 OJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0001'MARK NOT FOUND.
 OJ0001
 OJ0001                          STATION RECOVERY (1997)
 OJ0001
 OJ0001'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0001'MARK NOT FOUND.
 OJ0001
 OJ0001                          STATION RECOVERY (2002)
 OJ0001
 OJ0001'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0001'SUSPECT MARK IS DESTROYED, OR COVERED UP BY ROAD BED NOW.
 OJ0001'INTERSECTION WAS CHANGED AND NOW CROSSES WHERE MARK WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0002 ***********************************************************************
 OJ0002  DESIGNATION -  9 H 1
 OJ0002  PID         -  OJ0002
 OJ0002  STATE/COUNTY-  MI/ST CLAIR
 OJ0002  USGS QUAD   -  LAKEPORT (1976)
 OJ0002
 OJ0002                         *CURRENT SURVEY CONTROL
 OJ0002  ___________________________________________________________________
 OJ0002* NAD 83(1986)-  43 02 03.     (N)    082 28 33.     (W)     SCALED    
 OJ0002* NAVD 88     -       187.362  (meters)     614.70   (feet)  ADJUSTED  
 OJ0002  ___________________________________________________________________
 OJ0002  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0002  DYNAMIC HT  -         187.317 (meters)     614.56  (feet)  COMP
 OJ0002  MODELED GRAV-     980,375.7   (mgal)                       NAVD 88
 OJ0002
 OJ0002  VERT ORDER  -  SECOND    CLASS 0
 OJ0002
 OJ0002.The horizontal coordinates were scaled from a topographic map and have
 OJ0002.an estimated accuracy of +/- 6 seconds.
 OJ0002
 OJ0002.The orthometric height was determined by differential leveling
 OJ0002.and adjusted by the National Geodetic Survey in June 1991..
 OJ0002
 OJ0002.The geoid height was determined by GEOID03.
 OJ0002
 OJ0002.The dynamic height is computed by dividing the NAVD 88
 OJ0002.geopotential number by the normal gravity value computed on the
 OJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0002.degrees latitude (g = 980.6199 gals.).
 OJ0002
 OJ0002.The modeled gravity was interpolated from observed gravity values.
 OJ0002
 OJ0002;                    North         East    Units  Estimated Accuracy
 OJ0002;SPC MI S     -   172,140.    4,154,070.      MT  (+/- 180 meters Scaled)
 OJ0002
 OJ0002                          SUPERSEDED SURVEY CONTROL
 OJ0002
 OJ0002  NGVD 29 (??/??/92)  187.480  (m)          615.09   (f) ADJ UNCH    2 0
 OJ0002
 OJ0002.Superseded values are not recommended for survey control.
 OJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0002.See file dsdata.txt to determine how the superseded data were derived.
 OJ0002
 OJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH797656(NAD 83)
 OJ0002_MARKER: DD = SURVEY DISK
 OJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0002_STAMPING: 9 H 1
 OJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0002+STABILITY: SURFACE MOTION
 OJ0002
 OJ0002  HISTORY     - Date     Condition        Report By
 OJ0002  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0002  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0002  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0002  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0002  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0002
 OJ0002                          STATION DESCRIPTION
 OJ0002
 OJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0002'4.8 MI NW FROM PORT HURON.
 OJ0002'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0002'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE SW 1/4 NW 1/4
 OJ0002'SEC. 21, T. 7 N., R. 17 E., 53 YARDS SOUTHEAST OF THE CENTER
 OJ0002'OF THE INTERSECTION OF PARKER ROAD, 21 FEET SOUTHWEST OF THE
 OJ0002'CENTERLINE OF THE HIGHWAY, 27 FEET NORTHEAST OF THE SOUTHWEST
 OJ0002'RIGHT-OF-WAY FENCE, 12 FEET NORTHEAST OF A ROW OF PINE TREES,
 OJ0002'AND 21 FEET EAST OF THE FIFTH TREE FROM THE NORTHWEST END
 OJ0002'OF THE ROW.  A STATE SURVEY STANDARD DISK, STAMPED 9 H 1 AND
 OJ0002'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OJ0002
 OJ0002                          STATION RECOVERY (1977)
 OJ0002
 OJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0002'MARK NOT FOUND.
 OJ0002
 OJ0002                          STATION RECOVERY (1997)
 OJ0002
 OJ0002'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0002'MARK NOT FOUND.
 OJ0002
 OJ0002                          STATION RECOVERY (2002)
 OJ0002
 OJ0002'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0002'SUSPECT MARK IS DESTROYED, OR COVERED UP BY ROAD BED NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0003 ***********************************************************************
 OJ0003  DESIGNATION -  9 I 1
 OJ0003  PID         -  OJ0003
 OJ0003  STATE/COUNTY-  MI/ST CLAIR
 OJ0003  USGS QUAD   -  LAKEPORT (1976)
 OJ0003
 OJ0003                         *CURRENT SURVEY CONTROL
 OJ0003  ___________________________________________________________________
 OJ0003* NAD 83(1986)-  43 01 30.     (N)    082 27 40.     (W)     SCALED    
 OJ0003* NAVD 88     -       186.727  (meters)     612.62   (feet)  ADJUSTED  
 OJ0003  ___________________________________________________________________
 OJ0003  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OJ0003  DYNAMIC HT  -         186.682 (meters)     612.47  (feet)  COMP
 OJ0003  MODELED GRAV-     980,374.9   (mgal)                       NAVD 88
 OJ0003
 OJ0003  VERT ORDER  -  SECOND    CLASS 0
 OJ0003
 OJ0003.The horizontal coordinates were scaled from a topographic map and have
 OJ0003.an estimated accuracy of +/- 6 seconds.
 OJ0003
 OJ0003.The orthometric height was determined by differential leveling
 OJ0003.and adjusted by the National Geodetic Survey in June 1991..
 OJ0003
 OJ0003.The geoid height was determined by GEOID03.
 OJ0003
 OJ0003.The dynamic height is computed by dividing the NAVD 88
 OJ0003.geopotential number by the normal gravity value computed on the
 OJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0003.degrees latitude (g = 980.6199 gals.).
 OJ0003
 OJ0003.The modeled gravity was interpolated from observed gravity values.
 OJ0003
 OJ0003;                    North         East    Units  Estimated Accuracy
 OJ0003;SPC MI S     -   171,150.    4,155,290.      MT  (+/- 180 meters Scaled)
 OJ0003
 OJ0003                          SUPERSEDED SURVEY CONTROL
 OJ0003
 OJ0003  NGVD 29 (??/??/92)  186.847  (m)          613.01   (f) ADJ UNCH    2 0
 OJ0003
 OJ0003.Superseded values are not recommended for survey control.
 OJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0003.See file dsdata.txt to determine how the superseded data were derived.
 OJ0003
 OJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH809646(NAD 83)
 OJ0003_MARKER: DD = SURVEY DISK
 OJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0003_STAMPING: 9 I 1
 OJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0003+STABILITY: SURFACE MOTION
 OJ0003
 OJ0003  HISTORY     - Date     Condition        Report By
 OJ0003  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0003  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0003  HISTORY     - 1965     MARK NOT FOUND   USGS
 OJ0003  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0003  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0003
 OJ0003                          STATION DESCRIPTION
 OJ0003
 OJ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0003'3.8 MI NW FROM PORT HURON.
 OJ0003'3.8 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0003'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE NE 1/4 NE 1/4
 OJ0003'SEC. 28, T. 7 N., R. 17 E., 28 YARDS EAST OF THE CENTER OF THE
 OJ0003'INTERSECTION OF KRAFT ROAD, 35 FEET EAST OF THE CENTERLINE OF
 OJ0003'THE HIGHWAY, 8 YARDS SOUTH OF THE CENTERLINE OF KRAFT ROAD,
 OJ0003'93 FEET SOUTH OF THE SOUTHWEST CORNER OF THE JOHN BRECKON HOUSE,
 OJ0003'AND 88 FEET NORTHEAST OF A QUADRANGLE WHITE BIRCH.  A STATE
 OJ0003'SURVEY STANDARD DISK, STAMPED 9 I 1 AND SET IN THE TOP OF A
 OJ0003'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0003
 OJ0003                          STATION RECOVERY (1965)
 OJ0003
 OJ0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OJ0003'MARK NOT FOUND.
 OJ0003
 OJ0003                          STATION RECOVERY (1977)
 OJ0003
 OJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0003'MARK NOT FOUND.
 OJ0003
 OJ0003                          STATION RECOVERY (1997)
 OJ0003
 OJ0003'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0321 ***********************************************************************
 NE0321  DESIGNATION -  9 J
 NE0321  PID         -  NE0321
 NE0321  STATE/COUNTY-  MI/ST CLAIR
 NE0321  USGS QUAD   -  SMITHS CREEK (1991)
 NE0321
 NE0321                         *CURRENT SURVEY CONTROL
 NE0321  ___________________________________________________________________
 NE0321* NAD 83(1986)-  42 59 32.     (N)    082 34 22.     (W)     SCALED    
 NE0321* NAVD 88     -       206.801  (meters)     678.48   (feet)  ADJUSTED  
 NE0321  ___________________________________________________________________
 NE0321  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0321  DYNAMIC HT  -         206.750 (meters)     678.31  (feet)  COMP
 NE0321  MODELED GRAV-     980,369.9   (mgal)                       NAVD 88
 NE0321
 NE0321  VERT ORDER  -  SECOND    CLASS 0
 NE0321
 NE0321.The horizontal coordinates were scaled from a topographic map and have
 NE0321.an estimated accuracy of +/- 6 seconds.
 NE0321
 NE0321.The orthometric height was determined by differential leveling
 NE0321.and adjusted by the National Geodetic Survey in June 1991..
 NE0321
 NE0321.The geoid height was determined by GEOID03.
 NE0321
 NE0321.The dynamic height is computed by dividing the NAVD 88
 NE0321.geopotential number by the normal gravity value computed on the
 NE0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0321.degrees latitude (g = 980.6199 gals.).
 NE0321
 NE0321.The modeled gravity was interpolated from observed gravity values.
 NE0321
 NE0321;                    North         East    Units  Estimated Accuracy
 NE0321;SPC MI S     -   167,310.    4,146,270.      MT  (+/- 180 meters Scaled)
 NE0321
 NE0321                          SUPERSEDED SURVEY CONTROL
 NE0321
 NE0321  NGVD 29 (??/??/92)  206.924  (m)          678.88   (f) ADJ UNCH    2 0
 NE0321
 NE0321.Superseded values are not recommended for survey control.
 NE0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0321.See file dsdata.txt to determine how the superseded data were derived.
 NE0321
 NE0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH717611(NAD 83)
 NE0321_MARKER: DD = SURVEY DISK
 NE0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0321_STAMPING: 9 J
 NE0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0321+STABILITY: SURFACE MOTION
 NE0321
 NE0321  HISTORY     - Date     Condition        Report By
 NE0321  HISTORY     - UNK      MONUMENTED       MIGS
 NE0321  HISTORY     - 1934     GOOD             NGS
 NE0321  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0321  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0321
 NE0321                          STATION DESCRIPTION
 NE0321
 NE0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0321'7.8 MI W FROM PORT HURON.
 NE0321'7.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0321'PORT HURON, ST. CLAIR COUNTY, 1.6 MILES WEST OF WADHAMS, IN
 NE0321'THE NW 1/4 NE 1/4 SEC. 4, T. 6 N., R. 16 E., 610 YARDS WEST OF
 NE0321'THE CROSSING OF THE CHESAPEAKE AND OHIO (FORMERLY PERE MARQUETTE)
 NE0321'RAILWAY, 118 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SERVICE
 NE0321'STATION NORTH OF THE HIGHWAY, 83 FEET NORTHWEST OF THE NORTHWEST
 NE0321'CORNER OF THE W.L. STEVENS RESIDENCE, 45 FEET SOUTH OF THE
 NE0321'CENTERLINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTERLINE OF
 NE0321'A PRIVATE DRIVEWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 NE0321'A STATE SURVEY STANDARD DISK, STAMPED 9 J AND SET IN THE TOP OF
 NE0321'A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NE0321
 NE0321                          STATION RECOVERY (1977)
 NE0321
 NE0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0321'MARK NOT FOUND.
 NE0321
 NE0321                          STATION RECOVERY (1988)
 NE0321
 NE0321'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0004 ***********************************************************************
 OJ0004  DESIGNATION -  9 J 1
 OJ0004  PID         -  OJ0004
 OJ0004  STATE/COUNTY-  MI/ST CLAIR
 OJ0004  USGS QUAD   -  LAKEPORT (1976)
 OJ0004
 OJ0004                         *CURRENT SURVEY CONTROL
 OJ0004  ___________________________________________________________________
 OJ0004* NAD 83(1986)-  43 00 58.     (N)    082 27 02.     (W)     SCALED    
 OJ0004* NAVD 88     -       186.242  (meters)     611.03   (feet)  ADJUSTED  
 OJ0004  ___________________________________________________________________
 OJ0004  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OJ0004  DYNAMIC HT  -         186.197 (meters)     610.88  (feet)  COMP
 OJ0004  MODELED GRAV-     980,374.2   (mgal)                       NAVD 88
 OJ0004
 OJ0004  VERT ORDER  -  SECOND    CLASS 0
 OJ0004
 OJ0004.The horizontal coordinates were scaled from a topographic map and have
 OJ0004.an estimated accuracy of +/- 6 seconds.
 OJ0004
 OJ0004.The orthometric height was determined by differential leveling
 OJ0004.and adjusted by the National Geodetic Survey in June 1991..
 OJ0004
 OJ0004.The geoid height was determined by GEOID03.
 OJ0004
 OJ0004.The dynamic height is computed by dividing the NAVD 88
 OJ0004.geopotential number by the normal gravity value computed on the
 OJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0004.degrees latitude (g = 980.6199 gals.).
 OJ0004
 OJ0004.The modeled gravity was interpolated from observed gravity values.
 OJ0004
 OJ0004;                    North         East    Units  Estimated Accuracy
 OJ0004;SPC MI S     -   170,180.    4,156,170.      MT  (+/- 180 meters Scaled)
 OJ0004
 OJ0004                          SUPERSEDED SURVEY CONTROL
 OJ0004
 OJ0004  NGVD 29 (??/??/92)  186.364  (m)          611.43   (f) ADJ UNCH    2 0
 OJ0004
 OJ0004.Superseded values are not recommended for survey control.
 OJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0004.See file dsdata.txt to determine how the superseded data were derived.
 OJ0004
 OJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH817636(NAD 83)
 OJ0004_MARKER: DD = SURVEY DISK
 OJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0004_STAMPING: 9 J 1
 OJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0004+STABILITY: SURFACE MOTION
 OJ0004
 OJ0004  HISTORY     - Date     Condition        Report By
 OJ0004  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0004  HISTORY     - 1934     GOOD             NGS
 OJ0004  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0004  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0004
 OJ0004                          STATION DESCRIPTION
 OJ0004
 OJ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0004'3 MI NW FROM PORT HURON.
 OJ0004'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 51 AND 136 FROM THE
 OJ0004'CITY HALL AT PORT HURON, ST. CLAIR COUNTY, IN THE SW 1/4 SEC.
 OJ0004'27, T. 7 N., R. 17 E., 11 YARDS SOUTHEAST OF THE EAST CORNER
 OJ0004'OF THE BLACK RIVER CANAL BRIDGE, IN LINE WITH THE NORTHEAST
 OJ0004'PARAPET WALL, 24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 OJ0004'AND 15 FEET NORTH OF A 28-INCH MAPLE TREE.  A STATE SURVEY
 OJ0004'STANDARD DISK, STAMPED 9 J 1 AND SET IN THE TOP OF A CONCRETE
 OJ0004'POST FLUSH WITH THE GROUND.
 OJ0004
 OJ0004                          STATION RECOVERY (1977)
 OJ0004
 OJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0004'MARK NOT FOUND.
 OJ0004
 OJ0004                          STATION RECOVERY (1997)
 OJ0004
 OJ0004'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0324 ***********************************************************************
 NE0324  DESIGNATION -  9 K
 NE0324  PID         -  NE0324
 NE0324  STATE/COUNTY-  MI/ST CLAIR
 NE0324  USGS QUAD   -  SMITHS CREEK (1991)
 NE0324
 NE0324                         *CURRENT SURVEY CONTROL
 NE0324  ___________________________________________________________________
 NE0324* NAD 83(1986)-  42 59 30.     (N)    082 36 33.     (W)     SCALED    
 NE0324* NAVD 88     -       203.069  (meters)     666.24   (feet)  ADJUSTED  
 NE0324  ___________________________________________________________________
 NE0324  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0324  DYNAMIC HT  -         203.019 (meters)     666.07  (feet)  COMP
 NE0324  MODELED GRAV-     980,368.7   (mgal)                       NAVD 88
 NE0324
 NE0324  VERT ORDER  -  SECOND    CLASS 0
 NE0324
 NE0324.The horizontal coordinates were scaled from a topographic map and have
 NE0324.an estimated accuracy of +/- 6 seconds.
 NE0324
 NE0324.The orthometric height was determined by differential leveling
 NE0324.and adjusted by the National Geodetic Survey in June 1991..
 NE0324
 NE0324.The geoid height was determined by GEOID03.
 NE0324
 NE0324.The dynamic height is computed by dividing the NAVD 88
 NE0324.geopotential number by the normal gravity value computed on the
 NE0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0324.degrees latitude (g = 980.6199 gals.).
 NE0324
 NE0324.The modeled gravity was interpolated from observed gravity values.
 NE0324
 NE0324;                    North         East    Units  Estimated Accuracy
 NE0324;SPC MI S     -   167,190.    4,143,300.      MT  (+/- 180 meters Scaled)
 NE0324
 NE0324                          SUPERSEDED SURVEY CONTROL
 NE0324
 NE0324  NGVD 29 (??/??/92)  203.190  (m)          666.63   (f) ADJ UNCH    2 0
 NE0324
 NE0324.Superseded values are not recommended for survey control.
 NE0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0324.See file dsdata.txt to determine how the superseded data were derived.
 NE0324
 NE0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH688611(NAD 83)
 NE0324_MARKER: DD = SURVEY DISK
 NE0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0324_STAMPING: 9 K
 NE0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0324+STABILITY: SURFACE MOTION
 NE0324
 NE0324  HISTORY     - Date     Condition        Report By
 NE0324  HISTORY     - UNK      MONUMENTED       MIGS
 NE0324  HISTORY     - 1934     GOOD             NGS
 NE0324  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0324  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0324
 NE0324                          STATION DESCRIPTION
 NE0324
 NE0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0324'9.8 MI W FROM PORT HURON.
 NE0324'9.8 MILES WEST ALONG STATE HIGHWAY 21 FROM THE POST OFFICE AT
 NE0324'PORT HURON, ST. CLAIR COUNTY, 8.4 MILES EAST OF THE CATHOLIC
 NE0324'CHURCH AT EMMETT, IN THE SW 1/4 SW 1/4 SEC. 32, T. 7 N., R.
 NE0324'16 E., AT THE JUNCTION OF ENGLISH ROAD, 13 YARDS EAST OF THE
 NE0324'CENTERLINE OF ENGLISH ROAD, 35.5 FEET NORTH OF THE CENTERLINE
 NE0324'OF THE HIGHWAY, 70 FEET EAST OF A 9-INCH CHERRY TREE, AND 65
 NE0324'FEET NORTH OF A 15-INCH ELM TREE.  A STATE SURVEY STANDARD
 NE0324'DISK, STAMPED 9 K AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NE0324'ABOUT 3 INCHES ABOVE GROUND.
 NE0324
 NE0324                          STATION RECOVERY (1977)
 NE0324
 NE0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0324'MARK NOT FOUND.
 NE0324
 NE0324                          STATION RECOVERY (1988)
 NE0324
 NE0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0094 ***********************************************************************
 NE0094  DESIGNATION -  9 K 1
 NE0094  PID         -  NE0094
 NE0094  STATE/COUNTY-  MI/ST CLAIR
 NE0094  USGS QUAD   -  PORT HURON (1991)
 NE0094
 NE0094                         *CURRENT SURVEY CONTROL
 NE0094  ___________________________________________________________________
 NE0094* NAD 83(1986)-  42 59 43.     (N)    082 26 03.     (W)     SCALED    
 NE0094* NAVD 88     -       181.314  (meters)     594.86   (feet)  ADJUSTED  
 NE0094  ___________________________________________________________________
 NE0094  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0094  DYNAMIC HT  -         181.270 (meters)     594.72  (feet)  COMP
 NE0094  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 NE0094
 NE0094  VERT ORDER  -  SECOND    CLASS 0
 NE0094
 NE0094.The horizontal coordinates were scaled from a topographic map and have
 NE0094.an estimated accuracy of +/- 6 seconds.
 NE0094
 NE0094.The orthometric height was determined by differential leveling
 NE0094.and adjusted by the National Geodetic Survey in June 1991..
 NE0094
 NE0094.The geoid height was determined by GEOID03.
 NE0094
 NE0094.The dynamic height is computed by dividing the NAVD 88
 NE0094.geopotential number by the normal gravity value computed on the
 NE0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0094.degrees latitude (g = 980.6199 gals.).
 NE0094
 NE0094.The modeled gravity was interpolated from observed gravity values.
 NE0094
 NE0094;                    North         East    Units  Estimated Accuracy
 NE0094;SPC MI S     -   167,900.    4,157,560.      MT  (+/- 180 meters Scaled)
 NE0094
 NE0094                          SUPERSEDED SURVEY CONTROL
 NE0094
 NE0094  NGVD 29 (??/??/92)  181.440  (m)          595.27   (f) ADJ UNCH    2 0
 NE0094
 NE0094.Superseded values are not recommended for survey control.
 NE0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0094.See file dsdata.txt to determine how the superseded data were derived.
 NE0094
 NE0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH830612(NAD 83)
 NE0094_MARKER: DD = SURVEY DISK
 NE0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0094_STAMPING: 9 K 1
 NE0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0094+STABILITY: SURFACE MOTION
 NE0094
 NE0094  HISTORY     - Date     Condition        Report By
 NE0094  HISTORY     - UNK      MONUMENTED       MIGS
 NE0094  HISTORY     - 1934     GOOD             NGS
 NE0094  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0094  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0094  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0094  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0094
 NE0094                          STATION DESCRIPTION
 NE0094
 NE0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0094'AT PORT HURON.
 NE0094'AT PORT HURON, ST. CLAIR COUNTY, AT THE INTERSECTION OF PINE
 NE0094'GROVE, TENTH, AND SCOTT AVENUES, 99 FEET NORTHEAST OF THE
 NE0094'NORTHEAST CORNER OF THE TWO-STORY BRICK GROCERY STORE OF C.W.
 NE0094'WELLMAN, 29.9 FEET NORTHEAST OF THE CENTERLINE OF PINE GROVE
 NE0094'AVENUE, 25.5 FEET WEST OF THE CENTERLINE OF TENTH AVENUE, 107.2
 NE0094'FEET SOUTHWEST OF A 36-INCH ELM TREE ON THE EAST SIDE OF TENTH
 NE0094'AVENUE, AND ABOUT 3 INCHES UNDERGROUND.  A STATE SURVEY STANDARD
 NE0094'DISK, STAMPED 9 K 1 AND SET IN THE TOP OF A CONCRETE POST.
 NE0094
 NE0094                          STATION RECOVERY (1977)
 NE0094
 NE0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0094'MARK NOT FOUND.
 NE0094
 NE0094                          STATION RECOVERY (1988)
 NE0094
 NE0094'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0094'MARK NOT FOUND.
 NE0094
 NE0094                          STATION RECOVERY (1997)
 NE0094
 NE0094'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0094'MARK NOT FOUND.
 NE0094
 NE0094                          STATION RECOVERY (2003)
 NE0094
 NE0094'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0483 ***********************************************************************
 OJ0483  DESIGNATION -  9 KEE USGS
 OJ0483  PID         -  OJ0483
 OJ0483  STATE/COUNTY-  MI/HURON
 OJ0483  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0483
 OJ0483                         *CURRENT SURVEY CONTROL
 OJ0483  ___________________________________________________________________
 OJ0483* NAD 83(1986)-  43 52 00.     (N)    083 15 12.     (W)     SCALED    
 OJ0483* NAVD 88     -       186.695  (meters)     612.52   (feet)  ADJUSTED  
 OJ0483  ___________________________________________________________________
 OJ0483  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OJ0483  DYNAMIC HT  -         186.666 (meters)     612.42  (feet)  COMP
 OJ0483  MODELED GRAV-     980,456.5   (mgal)                       NAVD 88
 OJ0483
 OJ0483  VERT ORDER  -  FIRST     CLASS 0
 OJ0483
 OJ0483.The horizontal coordinates were scaled from a topographic map and have
 OJ0483.an estimated accuracy of +/- 6 seconds.
 OJ0483
 OJ0483.The orthometric height was determined by differential leveling
 OJ0483.and adjusted by the National Geodetic Survey in June 1991..
 OJ0483
 OJ0483.The geoid height was determined by GEOID03.
 OJ0483
 OJ0483.The dynamic height is computed by dividing the NAVD 88
 OJ0483.geopotential number by the normal gravity value computed on the
 OJ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0483.degrees latitude (g = 980.6199 gals.).
 OJ0483
 OJ0483.The modeled gravity was interpolated from observed gravity values.
 OJ0483
 OJ0483;                    North         East    Units  Estimated Accuracy
 OJ0483;SPC MI S     -   263,490.    4,089,500.      MT  (+/- 180 meters Scaled)
 OJ0483
 OJ0483                          SUPERSEDED SURVEY CONTROL
 OJ0483
 OJ0483  NGVD 29 (??/??/92)  186.840  (m)          612.99   (f) ADJ UNCH    1 0
 OJ0483
 OJ0483.Superseded values are not recommended for survey control.
 OJ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0483.See file dsdata.txt to determine how the superseded data were derived.
 OJ0483
 OJ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ189595(NAD 83)
 OJ0483_MARKER: DD = SURVEY DISK
 OJ0483_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0483_SP_SET: COPPER-CLAD STEEL ROD
 OJ0483_STAMPING: 9 KEE 1969 612
 OJ0483_PROJECTION: FLUSH
 OJ0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0483_ROD/PIPE-DEPTH: 1.22 meters
 OJ0483
 OJ0483  HISTORY     - Date     Condition        Report By
 OJ0483  HISTORY     - 1969     MONUMENTED       USGS
 OJ0483  HISTORY     - 1976     GOOD             NOS
 OJ0483  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0483
 OJ0483                          STATION DESCRIPTION
 OJ0483
 OJ0483'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0483'5.5 MI SOUTH FROM CASEVILLE.
 OJ0483'2.5 MILES NORTH ALONG STURM ROAD FROM THE INTERSECTION AND RICHARDSON
 OJ0483'ROAD AT PIGEON, ABOUT 5.5 MILES SOUTH AND EAST OF CASEVILLE, 0.5 MILE
 OJ0483'NORTH OF THE INTERSECTION OF STURM AND CAMBELL ROADS, 33.0 FEET EAST
 OJ0483'CENTERLINE OF STURM ROAD, 4 FT. BELOW ROAD SURFACE, 2.7 FT. NORTH OF
 OJ0483'U.P. NO. 106, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0483'ON TOP OF A 5/8 INCH COPPER COATED STEEL ROD PROTECTED BY A 6 INCH
 OJ0483'DIAMETER CONCRETE PIPE.
 OJ0483
 OJ0483                          STATION RECOVERY (1999)
 OJ0483
 OJ0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0323 ***********************************************************************
 NE0323  DESIGNATION -  9 L
 NE0323  PID         -  NE0323
 NE0323  STATE/COUNTY-  MI/ST CLAIR
 NE0323  USGS QUAD   -  GOODELLS (1991)
 NE0323
 NE0323                         *CURRENT SURVEY CONTROL
 NE0323  ___________________________________________________________________
 NE0323* NAD 83(1986)-  42 59 28.     (N)    082 37 46.     (W)     SCALED    
 NE0323* NAVD 88     -       214.217  (meters)     702.81   (feet)  ADJUSTED  
 NE0323  ___________________________________________________________________
 NE0323  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0323  DYNAMIC HT  -         214.164 (meters)     702.64  (feet)  COMP
 NE0323  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 NE0323
 NE0323  VERT ORDER  -  SECOND    CLASS 0
 NE0323
 NE0323.The horizontal coordinates were scaled from a topographic map and have
 NE0323.an estimated accuracy of +/- 6 seconds.
 NE0323
 NE0323.The orthometric height was determined by differential leveling
 NE0323.and adjusted by the National Geodetic Survey in June 1991..
 NE0323
 NE0323.The geoid height was determined by GEOID03.
 NE0323
 NE0323.The dynamic height is computed by dividing the NAVD 88
 NE0323.geopotential number by the normal gravity value computed on the
 NE0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0323.degrees latitude (g = 980.6199 gals.).
 NE0323
 NE0323.The modeled gravity was interpolated from observed gravity values.
 NE0323
 NE0323;                    North         East    Units  Estimated Accuracy
 NE0323;SPC MI S     -   167,090.    4,141,650.      MT  (+/- 180 meters Scaled)
 NE0323
 NE0323                          SUPERSEDED SURVEY CONTROL
 NE0323
 NE0323  NGVD 29 (??/??/92)  214.337  (m)          703.20   (f) ADJ UNCH    2 0
 NE0323
 NE0323.Superseded values are not recommended for survey control.
 NE0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0323.See file dsdata.txt to determine how the superseded data were derived.
 NE0323
 NE0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH671611(NAD 83)
 NE0323_MARKER: DD = SURVEY DISK
 NE0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0323_STAMPING: 9 L
 NE0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0323+STABILITY: SURFACE MOTION
 NE0323
 NE0323  HISTORY     - Date     Condition        Report By
 NE0323  HISTORY     - UNK      MONUMENTED       MIGS
 NE0323  HISTORY     - 1934     GOOD             NGS
 NE0323  HISTORY     - 1977     GOOD             NGS
 NE0323  HISTORY     - 19991113 GOOD             USPSQD
 NE0323
 NE0323                          STATION DESCRIPTION
 NE0323
 NE0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0323'7.4 MI E FROM EMMETT.
 NE0323'7.4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0323'AT EMMETT, ST. CLAIR COUNTY, IN THE SW 1/4 SW 1/4 SEC. 31,
 NE0323'T. 7 N., R. 16 E., AT THE JUNCTION OF ECKLES ROAD, 125 YARDS
 NE0323'NORTHEAST OF THE NORTHEAST CORNER OF THE H.P. CONRAD HOME, 20
 NE0323'YARDS EAST OF THE CENTERLINE OF ECKLES ROAD, 48.6 FEET NORTH
 NE0323'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET SOUTH OF A WIRE
 NE0323'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 9 L AND SET IN THE
 NE0323'TOP OF A CONCRETE POST PROJECTING ABOTU 2 INCHES ABOVE GROUND.
 NE0323
 NE0323                          STATION RECOVERY (1977)
 NE0323
 NE0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0323'7.5 MILES EAST ON STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 NE0323'HIGHWAY 19 IN EMMITT, 75 FEET NORTHEAST OF THE CENTER OF THE
 NE0323'INTERSECTION OF HIGHWAY 21 AND ECKLES ROAD, 49 FEET NORTH OF THE
 NE0323'CENTER LINE OF THE HIGHWAY, 15 FEET EAST OF THE CENTER OF DRIVE TO
 NE0323'HOUSE 7446 AND 12 FEET WEST OF A POWER POLE.
 NE0323
 NE0323                          STATION RECOVERY (1999)
 NE0323
 NE0323'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0095 ***********************************************************************
 NE0095  DESIGNATION -  9 L 1
 NE0095  PID         -  NE0095
 NE0095  STATE/COUNTY-  MI/ST CLAIR
 NE0095  USGS QUAD   -  PORT HURON (1991)
 NE0095
 NE0095                         *CURRENT SURVEY CONTROL
 NE0095  ___________________________________________________________________
 NE0095* NAD 83(1986)-  42 59 27.     (N)    082 26 02.     (W)     SCALED    
 NE0095* NAVD 88     -       182.031  (meters)     597.21   (feet)  ADJUSTED  
 NE0095  ___________________________________________________________________
 NE0095  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0095  DYNAMIC HT  -         181.986 (meters)     597.07  (feet)  COMP
 NE0095  MODELED GRAV-     980,370.3   (mgal)                       NAVD 88
 NE0095
 NE0095  VERT ORDER  -  SECOND    CLASS 0
 NE0095
 NE0095.The horizontal coordinates were scaled from a topographic map and have
 NE0095.an estimated accuracy of +/- 6 seconds.
 NE0095
 NE0095.The orthometric height was determined by differential leveling
 NE0095.and adjusted by the National Geodetic Survey in June 1991..
 NE0095
 NE0095.The geoid height was determined by GEOID03.
 NE0095
 NE0095.The dynamic height is computed by dividing the NAVD 88
 NE0095.geopotential number by the normal gravity value computed on the
 NE0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0095.degrees latitude (g = 980.6199 gals.).
 NE0095
 NE0095.The modeled gravity was interpolated from observed gravity values.
 NE0095
 NE0095;                    North         East    Units  Estimated Accuracy
 NE0095;SPC MI S     -   167,410.    4,157,600.      MT  (+/- 180 meters Scaled)
 NE0095
 NE0095                          SUPERSEDED SURVEY CONTROL
 NE0095
 NE0095  NGVD 29 (??/??/92)  182.157  (m)          597.63   (f) ADJ UNCH    2 0
 NE0095
 NE0095.Superseded values are not recommended for survey control.
 NE0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0095.See file dsdata.txt to determine how the superseded data were derived.
 NE0095
 NE0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH831607(NAD 83)
 NE0095_MARKER: DD = SURVEY DISK
 NE0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0095_STAMPING: 9 L 1
 NE0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0095+STABILITY: SURFACE MOTION
 NE0095
 NE0095  HISTORY     - Date     Condition        Report By
 NE0095  HISTORY     - UNK      MONUMENTED       MIGS
 NE0095  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0095  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0095  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0095  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0095  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0095
 NE0095                          STATION DESCRIPTION
 NE0095
 NE0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0095'AT PORT HURON.
 NE0095'AT PORT HURON, ST. CLAIR COUNTY, AT THE CROSSING OF THE PERE
 NE0095'MARQUETTE AND GRAND TRUNK WESTERN RAILWAYS AT THE INTERSECTION
 NE0095'OF TENTH AVENUE AND THOMAS STREET, 35 FEET SOUTH OF THE SOUTH
 NE0095'RAIL OF THE PERE MARQUETTE RAILWAY, 25.9 FEET EAST OF THE
 NE0095'CENTERLINE OF TENTH AVENUE, 16.1 FEET NORTHWEST OF THE NORTHWEST
 NE0095'RAIL OF THE GRAND TRUNK RAILWAY, AND 13.3 FEET WEST OF THE
 NE0095'WEST EDGE OF THE CONCRETE SIDEWALK ON THE EAST SIDE OF TENTH
 NE0095'AVENUE.  A STATE SURVEY STANDARD DISK, STAMPED 9 L 1 AND SET
 NE0095'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 NE0095'GROUND.  NOTE-- USGS REPORTED IN SEPTEMBER 1948 THAT THE PERE
 NE0095'MARQUETTE RAILWAY HAS BEEN PURCHASED BY THE CHESAPEAKE AND
 NE0095'OHIO RAILWAY.
 NE0095
 NE0095                          STATION RECOVERY (1977)
 NE0095
 NE0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0095'MARK NOT FOUND.
 NE0095
 NE0095                          STATION RECOVERY (1988)
 NE0095
 NE0095'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0095'MARK NOT FOUND.
 NE0095
 NE0095                          STATION RECOVERY (1997)
 NE0095
 NE0095'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0095'MARK NOT FOUND.
 NE0095
 NE0095                          STATION RECOVERY (2003)
 NE0095
 NE0095'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0095'ONE SET OF TRACKS IS NOW GONE, SO MARK MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0326 ***********************************************************************
 NE0326  DESIGNATION -  9 M
 NE0326  PID         -  NE0326
 NE0326  STATE/COUNTY-  MI/ST CLAIR
 NE0326  USGS QUAD   -  GOODELLS (1991)
 NE0326
 NE0326                         *CURRENT SURVEY CONTROL
 NE0326  ___________________________________________________________________
 NE0326* NAD 83(1986)-  42 59 22.     (N)    082 39 57.     (W)     SCALED    
 NE0326* NAVD 88     -       215.750  (meters)     707.84   (feet)  ADJUSTED  
 NE0326  ___________________________________________________________________
 NE0326  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0326  DYNAMIC HT  -         215.696 (meters)     707.66  (feet)  COMP
 NE0326  MODELED GRAV-     980,365.7   (mgal)                       NAVD 88
 NE0326
 NE0326  VERT ORDER  -  SECOND    CLASS 0
 NE0326
 NE0326.The horizontal coordinates were scaled from a topographic map and have
 NE0326.an estimated accuracy of +/- 6 seconds.
 NE0326
 NE0326.The orthometric height was determined by differential leveling
 NE0326.and adjusted by the National Geodetic Survey in June 1991..
 NE0326
 NE0326.The geoid height was determined by GEOID03.
 NE0326
 NE0326.The dynamic height is computed by dividing the NAVD 88
 NE0326.geopotential number by the normal gravity value computed on the
 NE0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0326.degrees latitude (g = 980.6199 gals.).
 NE0326
 NE0326.The modeled gravity was interpolated from observed gravity values.
 NE0326
 NE0326;                    North         East    Units  Estimated Accuracy
 NE0326;SPC MI S     -   166,850.    4,138,690.      MT  (+/- 180 meters Scaled)
 NE0326
 NE0326                          SUPERSEDED SURVEY CONTROL
 NE0326
 NE0326  NGVD 29 (??/??/92)  215.866  (m)          708.22   (f) ADJ UNCH    2 0
 NE0326
 NE0326.Superseded values are not recommended for survey control.
 NE0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0326.See file dsdata.txt to determine how the superseded data were derived.
 NE0326
 NE0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH641609(NAD 83)
 NE0326_MARKER: DD = SURVEY DISK
 NE0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0326_STAMPING: 9 M
 NE0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0326+STABILITY: SURFACE MOTION
 NE0326
 NE0326  HISTORY     - Date     Condition        Report By
 NE0326  HISTORY     - UNK      MONUMENTED       MIGS
 NE0326  HISTORY     - 1934     GOOD             NGS
 NE0326  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0326  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0326  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0326
 NE0326                          STATION DESCRIPTION
 NE0326
 NE0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0326'5.5 MI E FROM EMMETT.
 NE0326'5.5 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0326'AT EMMETT, ST. CLAIR COUNTY, 0.6 MILE NORTH OF THE GRAND TRUNK
 NE0326'WESTERN RAILWAY STATION AT GOODELLS, IN THE NE 1/4 NE 1/4 SEC.
 NE0326'3, T. 6 N., R. 15 E., IN THE TRIANGULAR GRASS PLOT AT THE
 NE0326'JUNCTION OF THE HIGHWAY AND THE ROAD LEADING SOUTH, 34 YARDS
 NE0326'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN PORTION OF THE
 NE0326'2-STORY SERVICE STATION OF L.J. BOWMAN, 29.4 FEET SOUTH OF THE
 NE0326'CENTERLINE OF THE HIGHWAY, AND 9.3 FEET NORTH OF A HIGHWAY
 NE0326'DIRECTION SIGNPOST.  A STATE SURVEY STANDARD DISK, STAMPED 9 M
 NE0326'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 NE0326'GROUND.
 NE0326
 NE0326                          STATION RECOVERY (1977)
 NE0326
 NE0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0326'MARK NOT FOUND.
 NE0326
 NE0326                          STATION RECOVERY (1988)
 NE0326
 NE0326'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0326'MARK NOT FOUND.
 NE0326
 NE0326                          STATION RECOVERY (1999)
 NE0326
 NE0326'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0325 ***********************************************************************
 NE0325  DESIGNATION -  9 N
 NE0325  PID         -  NE0325
 NE0325  STATE/COUNTY-  MI/ST CLAIR
 NE0325  USGS QUAD   -  GOODELLS (1991)
 NE0325
 NE0325                         *CURRENT SURVEY CONTROL
 NE0325  ___________________________________________________________________
 NE0325* NAD 83(1986)-  42 59 22.     (N)    082 40 37.     (W)     SCALED    
 NE0325* NAVD 88     -       218.931  (meters)     718.28   (feet)  ADJUSTED  
 NE0325  ___________________________________________________________________
 NE0325  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0325  DYNAMIC HT  -         218.876 (meters)     718.10  (feet)  COMP
 NE0325  MODELED GRAV-     980,365.0   (mgal)                       NAVD 88
 NE0325
 NE0325  VERT ORDER  -  SECOND    CLASS 0
 NE0325
 NE0325.The horizontal coordinates were scaled from a topographic map and have
 NE0325.an estimated accuracy of +/- 6 seconds.
 NE0325
 NE0325.The orthometric height was determined by differential leveling
 NE0325.and adjusted by the National Geodetic Survey in June 1991..
 NE0325
 NE0325.The geoid height was determined by GEOID03.
 NE0325
 NE0325.The dynamic height is computed by dividing the NAVD 88
 NE0325.geopotential number by the normal gravity value computed on the
 NE0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0325.degrees latitude (g = 980.6199 gals.).
 NE0325
 NE0325.The modeled gravity was interpolated from observed gravity values.
 NE0325
 NE0325;                    North         East    Units  Estimated Accuracy
 NE0325;SPC MI S     -   166,830.    4,137,780.      MT  (+/- 180 meters Scaled)
 NE0325
 NE0325                          SUPERSEDED SURVEY CONTROL
 NE0325
 NE0325  NGVD 29 (??/??/92)  219.046  (m)          718.65   (f) ADJ UNCH    2 0
 NE0325
 NE0325.Superseded values are not recommended for survey control.
 NE0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0325.See file dsdata.txt to determine how the superseded data were derived.
 NE0325
 NE0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH632610(NAD 83)
 NE0325_MARKER: DD = SURVEY DISK
 NE0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0325_STAMPING: 9 N
 NE0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0325+STABILITY: SURFACE MOTION
 NE0325
 NE0325  HISTORY     - Date     Condition        Report By
 NE0325  HISTORY     - UNK      MONUMENTED       MIGS
 NE0325  HISTORY     - 1934     GOOD             NGS
 NE0325  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0325  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0325  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0325
 NE0325                          STATION DESCRIPTION
 NE0325
 NE0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0325'5 MI E FROM EMMETT.
 NE0325'5.0 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0325'AT EMMETT, ST. CLAIR COUNTY, IN THE SE 1/4 SEC. 34, T. 7 N.,
 NE0325
 NE0325                          STATION RECOVERY (1977)
 NE0325
 NE0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0325'MARK NOT FOUND.
 NE0325
 NE0325                          STATION RECOVERY (1988)
 NE0325
 NE0325'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0325'MARK NOT FOUND.
 NE0325
 NE0325                          STATION RECOVERY (1999)
 NE0325
 NE0325'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0328 ***********************************************************************
 NE0328  DESIGNATION -  9 O
 NE0328  PID         -  NE0328
 NE0328  STATE/COUNTY-  MI/ST CLAIR
 NE0328  USGS QUAD   -  GOODELLS (1991)
 NE0328
 NE0328                         *CURRENT SURVEY CONTROL
 NE0328  ___________________________________________________________________
 NE0328* NAD 83(1986)-  42 59 46.     (N)    082 41 30.     (W)     SCALED    
 NE0328* NAVD 88     -       221.104  (meters)     725.41   (feet)  ADJUSTED  
 NE0328  ___________________________________________________________________
 NE0328  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE0328  DYNAMIC HT  -         221.048 (meters)     725.22  (feet)  COMP
 NE0328  MODELED GRAV-     980,365.2   (mgal)                       NAVD 88
 NE0328
 NE0328  VERT ORDER  -  SECOND    CLASS 0
 NE0328
 NE0328.The horizontal coordinates were scaled from a topographic map and have
 NE0328.an estimated accuracy of +/- 6 seconds.
 NE0328
 NE0328.The orthometric height was determined by differential leveling
 NE0328.and adjusted by the National Geodetic Survey in June 1991..
 NE0328
 NE0328.The geoid height was determined by GEOID03.
 NE0328
 NE0328.The dynamic height is computed by dividing the NAVD 88
 NE0328.geopotential number by the normal gravity value computed on the
 NE0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0328.degrees latitude (g = 980.6199 gals.).
 NE0328
 NE0328.The modeled gravity was interpolated from observed gravity values.
 NE0328
 NE0328;                    North         East    Units  Estimated Accuracy
 NE0328;SPC MI S     -   167,540.    4,136,570.      MT  (+/- 180 meters Scaled)
 NE0328
 NE0328                          SUPERSEDED SURVEY CONTROL
 NE0328
 NE0328  NGVD 29 (??/??/92)  221.217  (m)          725.78   (f) ADJ UNCH    2 0
 NE0328
 NE0328.Superseded values are not recommended for survey control.
 NE0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0328.See file dsdata.txt to determine how the superseded data were derived.
 NE0328
 NE0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH621617(NAD 83)
 NE0328_MARKER: DD = SURVEY DISK
 NE0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0328_STAMPING: 9 O
 NE0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0328+STABILITY: SURFACE MOTION
 NE0328
 NE0328  HISTORY     - Date     Condition        Report By
 NE0328  HISTORY     - UNK      MONUMENTED       MIGS
 NE0328  HISTORY     - 1934     GOOD             NGS
 NE0328  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0328  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0328
 NE0328                          STATION DESCRIPTION
 NE0328
 NE0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0328'3.8 MI E FROM EMMETT.
 NE0328'3.75 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0328'AT EMMETT, ST. CLAIR COUNTY, IN THE SE 1/4 NE 1/4 SEC. 33, T.
 NE0328'7 N., R. 15 E., IN THE TRIANGULAR GRASS PLOT AT THE JUNCTION
 NE0328'OF KILGORE ROAD, 100 FEET WEST OF THE CENTERLINE OF KILGORE
 NE0328'ROAD, 17 YARDS SOUTHEAST OF THE NORTHWEST LEG OF THE WYE, 23.1
 NE0328'FEET NORTH OF THE PROLONGATION OF THE CENTERLINE OF THE PAVED
 NE0328'TANGENT TO THE WEST, 102.5 FEET SOUTHWEST OF A 20-INCH OAK TREE,
 NE0328'AND 63.5 FEET NORTHWEST OF A 24-INCH ELM TREE.  A STATE SURVEY
 NE0328'STANDARD DISK, STAMPED 9 0 AND SET IN THE TOP OF A CONCRETE
 NE0328'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 NE0328
 NE0328                          STATION RECOVERY (1988)
 NE0328
 NE0328'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0328'MARK NOT FOUND.
 NE0328
 NE0328                          STATION RECOVERY (1999)
 NE0328
 NE0328'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0327 ***********************************************************************
 NE0327  DESIGNATION -  9 P
 NE0327  PID         -  NE0327
 NE0327  STATE/COUNTY-  MI/ST CLAIR
 NE0327  USGS QUAD   -  GOODELLS (1991)
 NE0327
 NE0327                         *CURRENT SURVEY CONTROL
 NE0327  ___________________________________________________________________
 NE0327* NAD 83(1986)-  42 59 40.     (N)    082 43 51.     (W)     SCALED    
 NE0327* NAVD 88     -       232.747  (meters)     763.60   (feet)  ADJUSTED  
 NE0327  ___________________________________________________________________
 NE0327  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NE0327  DYNAMIC HT  -         232.688 (meters)     763.41  (feet)  COMP
 NE0327  MODELED GRAV-     980,362.0   (mgal)                       NAVD 88
 NE0327
 NE0327  VERT ORDER  -  SECOND    CLASS 0
 NE0327
 NE0327.The horizontal coordinates were scaled from a topographic map and have
 NE0327.an estimated accuracy of +/- 6 seconds.
 NE0327
 NE0327.The orthometric height was determined by differential leveling
 NE0327.and adjusted by the National Geodetic Survey in June 1991..
 NE0327
 NE0327.The geoid height was determined by GEOID03.
 NE0327
 NE0327.The dynamic height is computed by dividing the NAVD 88
 NE0327.geopotential number by the normal gravity value computed on the
 NE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0327.degrees latitude (g = 980.6199 gals.).
 NE0327
 NE0327.The modeled gravity was interpolated from observed gravity values.
 NE0327
 NE0327;                    North         East    Units  Estimated Accuracy
 NE0327;SPC MI S     -   167,300.    4,133,380.      MT  (+/- 180 meters Scaled)
 NE0327
 NE0327                          SUPERSEDED SURVEY CONTROL
 NE0327
 NE0327  NGVD 29 (??/??/92)  232.855  (m)          763.96   (f) ADJ UNCH    2 0
 NE0327
 NE0327.Superseded values are not recommended for survey control.
 NE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0327.See file dsdata.txt to determine how the superseded data were derived.
 NE0327
 NE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH589616(NAD 83)
 NE0327_MARKER: DD = SURVEY DISK
 NE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0327_STAMPING: 9 P
 NE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0327+STABILITY: SURFACE MOTION
 NE0327
 NE0327  HISTORY     - Date     Condition        Report By
 NE0327  HISTORY     - UNK      MONUMENTED       MIGS
 NE0327  HISTORY     - 1934     GOOD             NGS
 NE0327  HISTORY     - 1977     MARK NOT FOUND   NGS
 NE0327  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0327  HISTORY     - 19991113 MARK NOT FOUND   USPSQD
 NE0327
 NE0327                          STATION DESCRIPTION
 NE0327
 NE0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0327'1.8 MI E FROM EMMETT.
 NE0327'1.75 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 NE0327'AT EMMETT, ST. CLAIR COUNTY, IN THE NORTHWEST CORNER OF THE
 NE0327'SW 1/4 SEC. 32, T. 7 N., R. 15 E., NEAR THE NORTHWEST CORNER OF
 NE0327'A CEMETERY, AT THE INTERSECTION OF BRICKER ROAD, 57.6 FEET
 NE0327'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 22.3 FEET SOUTH
 NE0327'OF THE CENTERLINE OF THE HIGHWAY, 55 FEET SOUTH OF FOUR 8-INCH
 NE0327'LOCUST TREES, AND 27.0 FEET NORTHEAST OF A 12-INCH MAPLE TREE.
 NE0327'A STATE SURVEY STANDARD DISK, STAMPED 9 P AND SET IN THE TOP
 NE0327'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NE0327
 NE0327                          STATION RECOVERY (1977)
 NE0327
 NE0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0327'MARK NOT FOUND.
 NE0327
 NE0327                          STATION RECOVERY (1988)
 NE0327
 NE0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0327'MARK NOT FOUND.
 NE0327
 NE0327                          STATION RECOVERY (1999)
 NE0327
 NE0327'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0120 ***********************************************************************
 OJ0120  DESIGNATION -  9 Q
 OJ0120  PID         -  OJ0120
 OJ0120  STATE/COUNTY-  MI/ST CLAIR
 OJ0120  USGS QUAD   -  AVOCA (1976)
 OJ0120
 OJ0120                         *CURRENT SURVEY CONTROL
 OJ0120  ___________________________________________________________________
 OJ0120* NAD 83(1986)-  43 00 35.     (N)    082 43 56.     (W)     SCALED    
 OJ0120* NAVD 88     -       231.782  (meters)     760.44   (feet)  ADJUSTED  
 OJ0120  ___________________________________________________________________
 OJ0120  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OJ0120  DYNAMIC HT  -         231.724 (meters)     760.25  (feet)  COMP
 OJ0120  MODELED GRAV-     980,367.4   (mgal)                       NAVD 88
 OJ0120
 OJ0120  VERT ORDER  -  SECOND    CLASS 0
 OJ0120
 OJ0120.The horizontal coordinates were scaled from a topographic map and have
 OJ0120.an estimated accuracy of +/- 6 seconds.
 OJ0120
 OJ0120.The orthometric height was determined by differential leveling
 OJ0120.and adjusted by the National Geodetic Survey in June 1991..
 OJ0120
 OJ0120.The geoid height was determined by GEOID03.
 OJ0120
 OJ0120.The dynamic height is computed by dividing the NAVD 88
 OJ0120.geopotential number by the normal gravity value computed on the
 OJ0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0120.degrees latitude (g = 980.6199 gals.).
 OJ0120
 OJ0120.The modeled gravity was interpolated from observed gravity values.
 OJ0120
 OJ0120;                    North         East    Units  Estimated Accuracy
 OJ0120;SPC MI S     -   168,990.    4,133,230.      MT  (+/- 180 meters Scaled)
 OJ0120
 OJ0120                          SUPERSEDED SURVEY CONTROL
 OJ0120
 OJ0120  NGVD 29 (??/??/92)  231.893  (m)          760.80   (f) ADJ UNCH    2 0
 OJ0120
 OJ0120.Superseded values are not recommended for survey control.
 OJ0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0120.See file dsdata.txt to determine how the superseded data were derived.
 OJ0120
 OJ0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH588633(NAD 83)
 OJ0120_MARKER: DD = SURVEY DISK
 OJ0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0120_STAMPING: 9 Q
 OJ0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0120+STABILITY: SURFACE MOTION
 OJ0120
 OJ0120  HISTORY     - Date     Condition        Report By
 OJ0120  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0120  HISTORY     - 1934     GOOD             NGS
 OJ0120  HISTORY     - 1977     GOOD             NGS
 OJ0120
 OJ0120                          STATION DESCRIPTION
 OJ0120
 OJ0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0120'1.8 MI E FROM EMMETT.
 OJ0120'1-3/4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC
 OJ0120'CHURCH AT EMMETT, ST. CLAIR COUNTY, THENCE 1.1 MILES NORTH
 OJ0120'ALONG BRICKER ROAD, IN THE SE 1/4 NE 1/4 SEC. 30, T. 7 N.,
 OJ0120'R. 15 E., IN THE SOUTHEAST CORNER OF A SCHOOLYARD, 24 YARDS
 OJ0120'SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE, 86 FEET
 OJ0120'SOUTH OF A 21-INCH ELM TREE, 11 YARDS WEST OF THE CENTERLINE OF
 OJ0120'THE ROAD, 10 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 OJ0120'NORTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OJ0120'9 Q AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 OJ0120'ABOVE GROUND.
 OJ0120
 OJ0120                          STATION RECOVERY (1977)
 OJ0120
 OJ0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0120'1.8 MILES EAST ON STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 OJ0120'HIGHWAY 19, THEN NORTH ON BRICKER ROAD, 72 FEET SOUTHEAST OF THE
 OJ0120'SOUTHEAST CORNER OF A HOUSE (FORMERLY A SCHOOL), 39 FEET WEST OF THE
 OJ0120'CENTER OF THE ROAD, 10 FEET WEST OF A POWER POLE AND 2 FEET NORTH OF
 OJ0120'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0121 ***********************************************************************
 OJ0121  DESIGNATION -  9 R
 OJ0121  PID         -  OJ0121
 OJ0121  STATE/COUNTY-  MI/ST CLAIR
 OJ0121  USGS QUAD   -  AVOCA (1976)
 OJ0121
 OJ0121                         *CURRENT SURVEY CONTROL
 OJ0121  ___________________________________________________________________
 OJ0121* NAD 83(1994)-  43 01 49.98299(N)    082 43 58.86518(W)     ADJUSTED  
 OJ0121* NAVD 88     -       231.168  (meters)     758.42   (feet)  ADJUSTED  
 OJ0121  ___________________________________________________________________
 OJ0121  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 OJ0121  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0121  DYNAMIC HT  -         231.112 (meters)     758.24  (feet)  COMP
 OJ0121  MODELED GRAV-     980,372.9   (mgal)                       NAVD 88
 OJ0121
 OJ0121  HORZ ORDER  -  SECOND
 OJ0121  VERT ORDER  -  SECOND    CLASS 0
 OJ0121
 OJ0121.The horizontal coordinates were established by classical geodetic methods
 OJ0121.and adjusted by the National Geodetic Survey in February 1997..
 OJ0121
 OJ0121.The orthometric height was determined by differential leveling
 OJ0121.and adjusted by the National Geodetic Survey in June 1991..
 OJ0121
 OJ0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0121
 OJ0121.The geoid height was determined by GEOID03.
 OJ0121
 OJ0121.The dynamic height is computed by dividing the NAVD 88
 OJ0121.geopotential number by the normal gravity value computed on the
 OJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0121.degrees latitude (g = 980.6199 gals.).
 OJ0121
 OJ0121.The modeled gravity was interpolated from observed gravity values.
 OJ0121
 OJ0121;                    North         East     Units Scale Factor Converg.
 OJ0121;SPC MI S     -   171,301.810 4,133,122.944   MT  0.99991010   +1 06 42.3
 OJ0121;SPC MI S     -   562,013.81 13,560,114.65   iFT  0.99991010   +1 06 42.3
 OJ0121;UTM  17      - 4,765,664.711   358,813.038   MT  0.99984523   -1 10 58.0
 OJ0121
 OJ0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0121!SPC MI S     -   0.99996918  x   0.99991010  =   0.99987929
 OJ0121!UTM  17      -   0.99996918  x   0.99984523  =   0.99981442
 OJ0121
 OJ0121                          SUPERSEDED SURVEY CONTROL
 OJ0121
 OJ0121  NAD 83(1986)-  43 01 49.97252(N)    082 43 58.89646(W) AD(       ) 2
 OJ0121  NAD 27      -  43 01 49.87412(N)    082 43 59.16234(W) AD(       ) 2
 OJ0121  NGVD 29 (??/??/92)  231.282  (m)          758.80   (f) ADJ UNCH    2 0
 OJ0121
 OJ0121.Superseded values are not recommended for survey control.
 OJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0121.See file dsdata.txt to determine how the superseded data were derived.
 OJ0121
 OJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5881365665(NAD 83)
 OJ0121_MARKER: DD = SURVEY DISK
 OJ0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0121_STAMPING: 9 R
 OJ0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0121+STABILITY: SURFACE MOTION
 OJ0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0121+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 OJ0121
 OJ0121  HISTORY     - Date     Condition        Report By
 OJ0121  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0121  HISTORY     - 1934     GOOD             NGS
 OJ0121  HISTORY     - 1977     GOOD             NGS
 OJ0121  HISTORY     - 20060409 GOOD             USPSQD
 OJ0121
 OJ0121                          STATION DESCRIPTION
 OJ0121
 OJ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0121'1.8 MI E FROM EMMETT.
 OJ0121'1-3/4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 OJ0121'AT EMMETT, ST. CLAIR COUNTY, THENCE 2.5 MILES NORTH ALONG BRICKER
 OJ0121'ROAD, AT THE NORTHWEST CORNER OF SEC. 20, T. 7 N., R. 15 E.,
 OJ0121'IN THE TRIANGULAR GRASS PLOT AT THE INTERSECTION OF AN EAST
 OJ0121'AND WEST ROAD, 38.4 FEET EAST OF THE CENTERLINE OF BRICKER
 OJ0121'ROAD, 25.8 FEET NORTHWEST OF THE CENTERLINE OF THE SOUTHEAST
 OJ0121'LEG OF THE WYE, 127 FEET SOUTH OF A 30-INCH ELM TREE 63 FEET
 OJ0121'EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 56 FEET NORTHWEST OF A
 OJ0121'15-INCH APPLE TREE.  A STATE SURVEY STANDARD DISK, STAMPED 9 R
 OJ0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OJ0121'GROUND.
 OJ0121
 OJ0121                          STATION RECOVERY (1977)
 OJ0121
 OJ0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0121'1.8 MILES EAST ON STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 OJ0121'HIGHWAY 19 IN EMMETT, THEN 2.5 MILES NORTH ON BRICKER RAOD IN THE
 OJ0121'SOUTH END OF THE TRIANGLE FORMED BY THE JUNCTION OF IMLAY CITY ROAD,
 OJ0121'40 FEET EAST OF THE CENTER OF BRICKER ROAD, 31 FEET NORTH WEST OF THE
 OJ0121'CENTERLINE OF THE SOUTH EAST LEG OF THE TRIANGLE. IT IUS 83 FT. SOUTH
 OJ0121'OF THE CENTER OF IMLAY CITY ROAD.
 OJ0121
 OJ0121                          STATION RECOVERY (2006)
 OJ0121
 OJ0121'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0121'WITNESS POST IS IN PLACE.  SIGN IS BENT BUT READABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0122 ***********************************************************************
 OJ0122  DESIGNATION -  9 S
 OJ0122  PID         -  OJ0122
 OJ0122  STATE/COUNTY-  MI/ST CLAIR
 OJ0122  USGS QUAD   -  AVOCA (1976)
 OJ0122
 OJ0122                         *CURRENT SURVEY CONTROL
 OJ0122  ___________________________________________________________________
 OJ0122* NAD 83(1986)-  43 02 42.     (N)    082 44 02.     (W)     SCALED    
 OJ0122* NAVD 88     -       233.584  (meters)     766.35   (feet)  ADJUSTED  
 OJ0122  ___________________________________________________________________
 OJ0122  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0122  DYNAMIC HT  -         233.528 (meters)     766.17  (feet)  COMP
 OJ0122  MODELED GRAV-     980,375.4   (mgal)                       NAVD 88
 OJ0122
 OJ0122  VERT ORDER  -  SECOND    CLASS 0
 OJ0122
 OJ0122.The horizontal coordinates were scaled from a topographic map and have
 OJ0122.an estimated accuracy of +/- 6 seconds.
 OJ0122
 OJ0122.The orthometric height was determined by differential leveling
 OJ0122.and adjusted by the National Geodetic Survey in June 1991..
 OJ0122
 OJ0122.The geoid height was determined by GEOID03.
 OJ0122
 OJ0122.The dynamic height is computed by dividing the NAVD 88
 OJ0122.geopotential number by the normal gravity value computed on the
 OJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0122.degrees latitude (g = 980.6199 gals.).
 OJ0122
 OJ0122.The modeled gravity was interpolated from observed gravity values.
 OJ0122
 OJ0122;                    North         East    Units  Estimated Accuracy
 OJ0122;SPC MI S     -   172,910.    4,133,020.      MT  (+/- 180 meters Scaled)
 OJ0122
 OJ0122                          SUPERSEDED SURVEY CONTROL
 OJ0122
 OJ0122  NGVD 29 (??/??/92)  233.700  (m)          766.73   (f) ADJ UNCH    2 0
 OJ0122
 OJ0122.Superseded values are not recommended for survey control.
 OJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0122.See file dsdata.txt to determine how the superseded data were derived.
 OJ0122
 OJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH587672(NAD 83)
 OJ0122_MARKER: DD = SURVEY DISK
 OJ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0122_STAMPING: 9 S
 OJ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0122+STABILITY: SURFACE MOTION
 OJ0122
 OJ0122  HISTORY     - Date     Condition        Report By
 OJ0122  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0122  HISTORY     - 1934     GOOD             NGS
 OJ0122  HISTORY     - 1977     GOOD             NGS
 OJ0122
 OJ0122                          STATION DESCRIPTION
 OJ0122
 OJ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0122'1.8 MI E FROM EMMETT.
 OJ0122'1-3/4 MILES EAST ALONG STATE HIGHWAY 21 FROM THE CATHOLIC CHURCH
 OJ0122'AT EMMETT, ST. CLAIR COUNTY, THENCE 3.5 MILES NORTH ALONG BRICKER
 OJ0122'ROAD, AT THE NORTHWEST CORNER OF SEC. 17, T. 7 N., R. 15 E.,
 OJ0122'47 YARDS SOUTH OF THE INTERSECTION OF AN EAST-AND-WEST GRAVEL
 OJ0122'ROAD, 31 YARDS EAST OF THE SOUTHEAST CORNER OF THE WILLIAM
 OJ0122'CAMERON FARMHOUSE, 27.1 FEET EAST OF THE CENTERLINE OF BRICKER
 OJ0122'ROAD, 16 FEET SOUTH OF A 20-INCH LOCUST TREE, 13 FEET NORTH
 OJ0122'OF A 9-INCH BASSWOOD TREE, AND 2.5 FEET WEST OF A WIRE
 OJ0122'RIGHT-OF-WAY FENCE.  A STATE SURVEY STANDARD DISK, STAMPED
 OJ0122'9 S AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 OJ0122'ABOVE GROUND.
 OJ0122
 OJ0122                          STATION RECOVERY (1977)
 OJ0122
 OJ0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0122'1.8 MILES EAST ALONG STATE HIGHWAY 21 FROM ITS JUNCTION WITH STATE
 OJ0122'HIGHWAY 19, THEN 3.5 MILES NORTH ALONG BRICKER ROAD, 140 FEET SOUTH
 OJ0122'OF FOLEY ROAD, 29 FEET EAST OF THE CENTER OF THE ROAD, 2.5 FEET WEST
 OJ0122'OF A FENCE AND 2 FEET SOUTH OF AN EXTENDED LINE OF THE SOUTH FACE OF
 OJ0122'THE HOUSE ACROSS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0123 ***********************************************************************
 OJ0123  DESIGNATION -  9 T
 OJ0123  PID         -  OJ0123
 OJ0123  STATE/COUNTY-  MI/ST CLAIR
 OJ0123  USGS QUAD   -  AVOCA (1976)
 OJ0123
 OJ0123                         *CURRENT SURVEY CONTROL
 OJ0123  ___________________________________________________________________
 OJ0123* NAD 83(1986)-  43 03 36.     (N)    082 43 51.     (W)     SCALED    
 OJ0123* NAVD 88     -       232.064  (meters)     761.36   (feet)  ADJUSTED  
 OJ0123  ___________________________________________________________________
 OJ0123  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OJ0123  DYNAMIC HT  -         232.009 (meters)     761.18  (feet)  COMP
 OJ0123  MODELED GRAV-     980,377.6   (mgal)                       NAVD 88
 OJ0123
 OJ0123  VERT ORDER  -  SECOND    CLASS 0
 OJ0123
 OJ0123.The horizontal coordinates were scaled from a topographic map and have
 OJ0123.an estimated accuracy of +/- 6 seconds.
 OJ0123
 OJ0123.The orthometric height was determined by differential leveling
 OJ0123.and adjusted by the National Geodetic Survey in June 1991..
 OJ0123
 OJ0123.The geoid height was determined by GEOID03.
 OJ0123
 OJ0123.The dynamic height is computed by dividing the NAVD 88
 OJ0123.geopotential number by the normal gravity value computed on the
 OJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0123.degrees latitude (g = 980.6199 gals.).
 OJ0123
 OJ0123.The modeled gravity was interpolated from observed gravity values.
 OJ0123
 OJ0123;                    North         East    Units  Estimated Accuracy
 OJ0123;SPC MI S     -   174,580.    4,133,240.      MT  (+/- 180 meters Scaled)
 OJ0123
 OJ0123                          SUPERSEDED SURVEY CONTROL
 OJ0123
 OJ0123  NGVD 29 (??/??/92)  232.182  (m)          761.75   (f) ADJ UNCH    2 0
 OJ0123
 OJ0123.Superseded values are not recommended for survey control.
 OJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0123.See file dsdata.txt to determine how the superseded data were derived.
 OJ0123
 OJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH590689(NAD 83)
 OJ0123_MARKER: DD = SURVEY DISK
 OJ0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0123_STAMPING: 9 T
 OJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0123+STABILITY: SURFACE MOTION
 OJ0123
 OJ0123  HISTORY     - Date     Condition        Report By
 OJ0123  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0123  HISTORY     - 1934     GOOD             NGS
 OJ0123  HISTORY     - 1977     GOOD             NGS
 OJ0123
 OJ0123                          STATION DESCRIPTION
 OJ0123
 OJ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0123'2.1 MI W FROM AVOCA.
 OJ0123'2.1 MILES WEST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0123'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE NW 1/4
 OJ0123'NW 1/4 SEC. 8, T. 7 N., R. 15 E., 100 YARDS NORTHEAST OF THE
 OJ0123'CENTER OF THE INTERSECTION OF BEARD ROAD, 30.8 FEET NORTHWEST
 OJ0123'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET SOUTH OF THE
 OJ0123'SECTION-LINE FENCE, 56 FEET NORTHEAST OF A 20-INCH APPLE TREE,
 OJ0123'AND 27 FEET SOUTHWEST OF A 16-INCH APPLE TREE. A STATE SURVEY
 OJ0123'STANDARD DISK, STAMPED 9 T AND SET IN THE TOP OF A CONCRETE
 OJ0123'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OJ0123
 OJ0123                          STATION RECOVERY (1977)
 OJ0123
 OJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0123'2.2 MILES WEST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0123'300 FEET NORTH EAST OF THE INTERSECTION OF HIGHWAY 136 AND BEARD
 OJ0123'ROAD, 31.5 FEET NORTH OF THE CENTER OF THE HIGHWAY, 76 FEET NORTH OF
 OJ0123'A M 136 EAST SIGN, AND 26 FEET SOUTH WEST OF A TELEPHONE CABLE
 OJ0123'JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0124 ***********************************************************************
 OJ0124  DESIGNATION -  9 U
 OJ0124  PID         -  OJ0124
 OJ0124  STATE/COUNTY-  MI/ST CLAIR
 OJ0124  USGS QUAD   -  AVOCA (1976)
 OJ0124
 OJ0124                         *CURRENT SURVEY CONTROL
 OJ0124  ___________________________________________________________________
 OJ0124* NAD 83(1986)-  43 03 42.     (N)    082 41 46.     (W)     SCALED    
 OJ0124* NAVD 88     -       232.953  (meters)     764.28   (feet)  ADJUSTED  
 OJ0124  ___________________________________________________________________
 OJ0124  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0124  DYNAMIC HT  -         232.899 (meters)     764.10  (feet)  COMP
 OJ0124  MODELED GRAV-     980,378.5   (mgal)                       NAVD 88
 OJ0124
 OJ0124  VERT ORDER  -  SECOND    CLASS 0
 OJ0124
 OJ0124.The horizontal coordinates were scaled from a topographic map and have
 OJ0124.an estimated accuracy of +/- 6 seconds.
 OJ0124
 OJ0124.The orthometric height was determined by differential leveling
 OJ0124.and adjusted by the National Geodetic Survey in June 1991..
 OJ0124
 OJ0124.The geoid height was determined by GEOID03.
 OJ0124
 OJ0124.The dynamic height is computed by dividing the NAVD 88
 OJ0124.geopotential number by the normal gravity value computed on the
 OJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0124.degrees latitude (g = 980.6199 gals.).
 OJ0124
 OJ0124.The modeled gravity was interpolated from observed gravity values.
 OJ0124
 OJ0124;                    North         East    Units  Estimated Accuracy
 OJ0124;SPC MI S     -   174,820.    4,136,060.      MT  (+/- 180 meters Scaled)
 OJ0124
 OJ0124                          SUPERSEDED SURVEY CONTROL
 OJ0124
 OJ0124  NGVD 29 (??/??/92)  233.075  (m)          764.68   (f) ADJ UNCH    2 0
 OJ0124
 OJ0124.Superseded values are not recommended for survey control.
 OJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0124.See file dsdata.txt to determine how the superseded data were derived.
 OJ0124
 OJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH618690(NAD 83)
 OJ0124_MARKER: DD = SURVEY DISK
 OJ0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0124_STAMPING: 9 U
 OJ0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0124+STABILITY: SURFACE MOTION
 OJ0124
 OJ0124  HISTORY     - Date     Condition        Report By
 OJ0124  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0124  HISTORY     - 1934     GOOD             NGS
 OJ0124  HISTORY     - 1977     POOR             NGS
 OJ0124
 OJ0124                          STATION DESCRIPTION
 OJ0124
 OJ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0124'0.3 MI W FROM AVOCA.
 OJ0124'0.3 MILE WEST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0124'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, AT THE NORTHEAST
 OJ0124'CORNER OF SEC. 9, T. 7 N., R. 15 E., IN THE NORTHWEST CORNER
 OJ0124'OF A TRIANGULAR GRASS PLOT AT THE INTERSECTION OF KILGORE ROAD,
 OJ0124'172 FEET WEST OF THE NORTHWEST CORNER OF A SERVICE STATION, 26
 OJ0124'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 59 FEET SOUTH
 OJ0124'OF A 12-INCH TWIN APPLE TREE, 34 FEET EAST OF THE CENTERLINE OF
 OJ0124'KILGORE ROAD, AND 14 FEET NORTHEAST OF A STOP SIGN.  A STATE
 OJ0124'SURVEY STANDARD DISK, STAMPED 9 U AND SET IN THE TOP OF A
 OJ0124'CONCRETE POST FLUSH WITH THE GROUND.
 OJ0124
 OJ0124                          STATION RECOVERY (1977)
 OJ0124
 OJ0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0124'THE POST WAS RECOVERED IN THE NORTHWEST CORNER OF A GRASSY TRIANGLE
 OJ0124'FORMED BY THE INTERSECTION OF STATE HIGHWAY 136 AND KILGORE ROAD, 17
 OJ0124'FEET NORTHEAST OF A STOP SIGN AND 13 FEET EAST SOUTHEAST OF A M 136
 OJ0124'EAST SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0125 ***********************************************************************
 OJ0125  DESIGNATION -  9 V
 OJ0125  PID         -  OJ0125
 OJ0125  STATE/COUNTY-  MI/ST CLAIR
 OJ0125  USGS QUAD   -  AVOCA (1976)
 OJ0125
 OJ0125                         *CURRENT SURVEY CONTROL
 OJ0125  ___________________________________________________________________
 OJ0125* NAD 83(1986)-  43 03 43.     (N)    082 41 25.     (W)     SCALED    
 OJ0125* NAVD 88     -       232.660  (meters)     763.32   (feet)  ADJUSTED  
 OJ0125  ___________________________________________________________________
 OJ0125  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0125  DYNAMIC HT  -         232.605 (meters)     763.14  (feet)  COMP
 OJ0125  MODELED GRAV-     980,378.6   (mgal)                       NAVD 88
 OJ0125
 OJ0125  VERT ORDER  -  SECOND    CLASS 0
 OJ0125
 OJ0125.The horizontal coordinates were scaled from a topographic map and have
 OJ0125.an estimated accuracy of +/- 6 seconds.
 OJ0125
 OJ0125.The orthometric height was determined by differential leveling
 OJ0125.and adjusted by the National Geodetic Survey in June 1991..
 OJ0125
 OJ0125.The geoid height was determined by GEOID03.
 OJ0125
 OJ0125.The dynamic height is computed by dividing the NAVD 88
 OJ0125.geopotential number by the normal gravity value computed on the
 OJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0125.degrees latitude (g = 980.6199 gals.).
 OJ0125
 OJ0125.The modeled gravity was interpolated from observed gravity values.
 OJ0125
 OJ0125;                    North         East    Units  Estimated Accuracy
 OJ0125;SPC MI S     -   174,860.    4,136,540.      MT  (+/- 180 meters Scaled)
 OJ0125
 OJ0125                          SUPERSEDED SURVEY CONTROL
 OJ0125
 OJ0125  NGVD 29 (??/??/92)  232.780  (m)          763.71   (f) ADJ UNCH    2 0
 OJ0125
 OJ0125.Superseded values are not recommended for survey control.
 OJ0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0125.See file dsdata.txt to determine how the superseded data were derived.
 OJ0125
 OJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH623690(NAD 83)
 OJ0125_MARKER: DD = SURVEY DISK
 OJ0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0125_STAMPING: 9 V
 OJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0125+STABILITY: SURFACE MOTION
 OJ0125
 OJ0125  HISTORY     - Date     Condition        Report By
 OJ0125  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0125  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0125  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0125
 OJ0125                          STATION DESCRIPTION
 OJ0125
 OJ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0125'AT AVOCA.
 OJ0125'AT AVOCA, ST. CLAIR COUNTY, 56 YARDS NORTHWEST OF THE NORTHWEST
 OJ0125'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 76 FEET
 OJ0125'SOUTHEAST OF THE SOUTHEAST CORNER OF THE KERR AND COLLINS
 OJ0125'ELEVATOR, AT THE CROSSING OF STATE HIGHWAY 136, 20 FEET NORTH
 OJ0125'OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTHWEST OF THE
 OJ0125'SOUTHWEST RAIL, AND 9 FEET SOUTH OF A POLE.  A STATE SURVEY
 OJ0125'STANDARD DISK, STAMPED 9 V AND SET IN THE TOP OF A CONCRETE
 OJ0125'POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0125
 OJ0125                          STATION RECOVERY (1977)
 OJ0125
 OJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0126 ***********************************************************************
 OJ0126  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0126  DESIGNATION -  9 W
 OJ0126  PID         -  OJ0126
 OJ0126  STATE/COUNTY-  MI/ST CLAIR
 OJ0126  USGS QUAD   -  AVOCA (1976)
 OJ0126
 OJ0126                         *CURRENT SURVEY CONTROL
 OJ0126  ___________________________________________________________________
 OJ0126* NAD 83(1994)-  43 03 46.15038(N)    082 39 21.00648(W)     ADJUSTED  
 OJ0126* NAVD 88     -       226.896  (meters)     744.41   (feet)  ADJUSTED  
 OJ0126  ___________________________________________________________________
 OJ0126  X           -     596,620.986 (meters)                     COMP
 OJ0126  Y           -  -4,629,041.589 (meters)                     COMP
 OJ0126  Z           -   4,332,734.420 (meters)                     COMP
 OJ0126  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 OJ0126  ELLIP HEIGHT-         192.26  (meters)          (07/12/02) GPS OBS
 OJ0126  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0126  DYNAMIC HT  -         226.843 (meters)     744.23  (feet)  COMP
 OJ0126  MODELED GRAV-     980,379.3   (mgal)                       NAVD 88
 OJ0126  OBS GRAVITY -     980,378.2   (mgal)                       GRAV_OBS
 OJ0126
 OJ0126  HORZ ORDER  -  B
 OJ0126  VERT ORDER  -  SECOND    CLASS 0
 OJ0126  ELLP ORDER  -  FOURTH    CLASS II
 OJ0126
 OJ0126.The horizontal coordinates were established by GPS observations
 OJ0126.and adjusted by the National Geodetic Survey in September 1995..
 OJ0126
 OJ0126.The orthometric height was determined by differential leveling
 OJ0126.and adjusted by the National Geodetic Survey in June 1991..
 OJ0126
 OJ0126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0126
 OJ0126.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0126
 OJ0126.The ellipsoidal height was determined by GPS observations
 OJ0126.and is referenced to NAD 83.
 OJ0126
 OJ0126.The geoid height was determined by GEOID03.
 OJ0126
 OJ0126.The dynamic height is computed by dividing the NAVD 88
 OJ0126.geopotential number by the normal gravity value computed on the
 OJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0126.degrees latitude (g = 980.6199 gals.).
 OJ0126
 OJ0126.The modeled gravity was interpolated from observed gravity values.
 OJ0126.The observed gravity was obtained from relative gravimeter ties
 OJ0126.to the IGSN71 gravity network.
 OJ0126
 OJ0126;                    North         East     Units Scale Factor Converg.
 OJ0126;SPC MI S     -   175,010.521 4,139,338.759   MT  0.99991168   +1 09 51.4
 OJ0126;SPC MI S     -   574,181.50 13,580,507.74   iFT  0.99991168   +1 09 51.4
 OJ0126;UTM  17      - 4,769,121.297   365,171.882   MT  0.99982363   -1 07 50.8
 OJ0126
 OJ0126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0126!SPC MI S     -   0.99996985  x   0.99991168  =   0.99988153
 OJ0126!UTM  17      -   0.99996985  x   0.99982363  =   0.99979349
 OJ0126
 OJ0126                          SUPERSEDED SURVEY CONTROL
 OJ0126
 OJ0126  ELLIP H (09/20/95)  192.25   (m)                       GP(       ) 1 2
 OJ0126  NAVD 88 (09/20/95)  226.90   (m)          744.4    (f) LEVELING    3  
 OJ0126  NGVD 29 (??/??/92)  226.990  (m)          744.72   (f) ADJ UNCH    2 0
 OJ0126
 OJ0126.Superseded values are not recommended for survey control.
 OJ0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0126.See file dsdata.txt to determine how the superseded data were derived.
 OJ0126
 OJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6517269121(NAD 83)
 OJ0126_MARKER: DB = BENCH MARK DISK
 OJ0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0126_STAMPING: 9 W
 OJ0126_MARK LOGO: MIGS  
 OJ0126_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0126+STABILITY: SURFACE MOTION
 OJ0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0126+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 OJ0126
 OJ0126  HISTORY     - Date     Condition        Report By
 OJ0126  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0126  HISTORY     - 1934     GOOD             NGS
 OJ0126  HISTORY     - 1977     GOOD             NGS
 OJ0126  HISTORY     - 19940328 GOOD             MIDT
 OJ0126  HISTORY     - 19940520 GOOD             NGS
 OJ0126  HISTORY     - 20011001 GOOD             MI-147
 OJ0126  HISTORY     - 20021017 GOOD             ADVGEO
 OJ0126  HISTORY     - 20030930 GOOD             ROWEIN
 OJ0126  HISTORY     - 20040209 GOOD             BMJ
 OJ0126
 OJ0126                          STATION DESCRIPTION
 OJ0126
 OJ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0126'1.8 MI E FROM AVOCA.
 OJ0126'1.8 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0126'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, AT THE NORTHWEST
 OJ0126'CORNER OF SEC. 12, T. 7 N., R. 15 E., 75 FEET NORTHWEST OF THE
 OJ0126'NORTHWEST CORNER OF THE RED BRICK SCHOOLHOUSE OF DISTRICT NO.
 OJ0126'1, AT THE INTERSECTION OF FARGO ROAD, 40 FEET EAST OF THE
 OJ0126'CENTERLINE OF FARGO ROAD, 23 FEET SOUTH OF THE CENTERLINE OF THE
 OJ0126'HIGHWAY, 9 FEET NORTH OF A 24-INCH ELM TREE, 14 FEET EAST OF A
 OJ0126'FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  A STATE SURVEY
 OJ0126'STANDARD DISK, STAMPED 9 W AND SET IN THE TOP OF A CONCRETE POST
 OJ0126'FLUSH WITH THE GROUND.
 OJ0126
 OJ0126                          STATION RECOVERY (1977)
 OJ0126
 OJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0126'1.7 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0126'40 FEET EAST OF THE INTERSECTION OF FARGO ROAD, 24 FEET SOUTH OF THE
 OJ0126'INTERSECTION OF THE HIGHWAY, THE SCHOOL HOUSE IS NOW GONE.
 OJ0126
 OJ0126                          STATION RECOVERY (1994)
 OJ0126
 OJ0126'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (MDH)
 OJ0126'STATION IS LOCATED IN QUAD 430823 ON THE AVOCA QUADRANGLE MAP.  IT IS
 OJ0126'IN THE NORTHWEST 1/4 OF SECTION 13, T-7-N, R-15-E, KENOCKEE TOWNSHIP.
 OJ0126'ABOUT 14.0 MI (22.5 KM) EAST OF CAPAC, 11.0 MI (17.7 KM) NORTHWEST OF
 OJ0126'PORT HURON, 7.0 MI (11.3 KM) SOUTHEAST OF YALE, AND ON STATE HIGHWAY
 OJ0126'M-136 RIGHT-OF-WAY.  TO REACH FROM THE INTERSECTION OF INTERSTATE
 OJ0126'HIGHWAY 69 AND WALES CENTER ROAD (EXIT 189) , GO 1.3 MI (2.1 KM) NORTH
 OJ0126'ALONG WALES CENTER ROAD TO LAPEER ROAD.  TURN LEFT AND GO 0.5 MI (0.8
 OJ0126'KM) ALONG LAPEER ROAD TO KILGORE ROAD.  TURN RIGHT AND GO 4.8 MI (7.7
 OJ0126'KM) NORTH ALONG KILGORE ROAD TO STATE HIGHWAY M-136. TURN RIGHT AND GO
 OJ0126'0.3 MI (0.5 KM) EAST ALONG HIGHWAY M-136 TO POST OFFICE AT AVOCA.
 OJ0126'CONTINUE EAST ALONG HIGHWAY M-136 FOR 1.7 MI (2.7 KM) TO THE STATION
 OJ0126'ON THE RIGHT AS DESCRIBED.  STATION IS A STATE SURVEY DISK.  IT IS
 OJ0126'40.0 FT (12.2 M) EAST FROM THE CENTER OF FARGO ROAD, 24.8 FT (7.6 M)
 OJ0126'SOUTH FROM THE CENTER OF STATE HIGHWAY M-136, 15.8 FT (4.8 M)
 OJ0126'NORTHEAST FROM A UTILITY POLE, AND 12.5 FT (3.8 M) EAST FROM A
 OJ0126'TELEPHONE CABLE WARNING POST.
 OJ0126
 OJ0126                          STATION RECOVERY (1994)
 OJ0126
 OJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0126'STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHWEST OF PORT HURON, 1.8
 OJ0126'MI (2.9 KM) EAST ALONG STATE HIGHWAY 136 FROM THE C AND O RAILWAY
 OJ0126'STATION AT AVOCA, ST CLAIR COUNTY AND THE NORTHWEST CORNER OF SECTION
 OJ0126'12, T 7 N, R 15 E AND ON THE AVOCA QUADRANGLE MAP.  TO REACH FROM THE
 OJ0126'POST OFFICE IN AVOCA, GO EAST ON STATE HIGHWAY 136 FOR 1.7 MI (2.7 KM)
 OJ0126'TO THE INTERSECTION OF FARGO ROAD AND THE STATION ON RIGHT, ABOUT 40
 OJ0126'FT (12.2 M) EAST OF THE INTERSECTION.  STATION IS RECESSED 8 CM BELOW
 OJ0126'GROUND.  IT IS 39.4 FT (12.0 M) EAST OF THE INTERSECTION OF HIGHWAY
 OJ0126'136 AND FARGO ROAD, 23.6 FT (7.2 M) SOUTH OF AND SLIGHTLY LOWER THAN
 OJ0126'HIGHWAY 136, 12.8 FT (3.9 M) EAST FROM A TELEPHONE POLE AND 15.8 FT
 OJ0126'(4.8 M) EAST-NORTHEAST FROM A UTILITY POLE, AND IN THE NORTHWEST
 OJ0126'CORNER OF LAWN.
 OJ0126
 OJ0126                          STATION RECOVERY (2001)
 OJ0126
 OJ0126'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 OJ0126'RECOVERED AS DESCRIBED IN GOOD CONDITION
 OJ0126'SUBMITTED - FEBRUARY 21, 2002
 OJ0126
 OJ0126                          STATION RECOVERY (2002)
 OJ0126
 OJ0126'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0126'RECOVERED AS DESCRIBED.
 OJ0126
 OJ0126                          STATION RECOVERY (2003)
 OJ0126
 OJ0126'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 OJ0126'STATION IS 40.8 FT EAST OF CENTERLINE OF FARGO RD AND 25.0 FEET SOUTH
 OJ0126'OF CENTERLINE OF STATE HIGHWAY 136.
 OJ0126
 OJ0126                          STATION RECOVERY (2004)
 OJ0126
 OJ0126'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2004
 OJ0126'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION, ELEVATION IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0526 ***********************************************************************
 RJ0526  DESIGNATION -  9 WRM
 RJ0526  PID         -  RJ0526
 RJ0526  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0526  USGS QUAD   -  BLANEY PARK (1972)
 RJ0526
 RJ0526                         *CURRENT SURVEY CONTROL
 RJ0526  ___________________________________________________________________
 RJ0526* NAD 83(1986)-  46 04 51.     (N)    085 57 28.     (W)     SCALED    
 RJ0526* NAVD 88     -       213.463  (meters)     700.34   (feet)  ADJUSTED  
 RJ0526  ___________________________________________________________________
 RJ0526  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 RJ0526  DYNAMIC HT  -         213.474 (meters)     700.37  (feet)  COMP
 RJ0526  MODELED GRAV-     980,658.1   (mgal)                       NAVD 88
 RJ0526
 RJ0526  VERT ORDER  -  FIRST     CLASS 0
 RJ0526
 RJ0526.The horizontal coordinates were scaled from a topographic map and have
 RJ0526.an estimated accuracy of +/- 6 seconds.
 RJ0526
 RJ0526.The orthometric height was determined by differential leveling
 RJ0526.and adjusted by the National Geodetic Survey in June 1991..
 RJ0526
 RJ0526.The geoid height was determined by GEOID03.
 RJ0526
 RJ0526.The dynamic height is computed by dividing the NAVD 88
 RJ0526.geopotential number by the normal gravity value computed on the
 RJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0526.degrees latitude (g = 980.6199 gals.).
 RJ0526
 RJ0526.The modeled gravity was interpolated from observed gravity values.
 RJ0526
 RJ0526;                    North         East    Units  Estimated Accuracy
 RJ0526;SPC MI N     -   144,740.    8,080,610.      MT  (+/- 180 meters Scaled)
 RJ0526
 RJ0526                          SUPERSEDED SURVEY CONTROL
 RJ0526
 RJ0526  NGVD 29 (??/??/92)  213.498  (m)          700.45   (f) ADJ UNCH    1 0
 RJ0526
 RJ0526.Superseded values are not recommended for survey control.
 RJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0526.See file dsdata.txt to determine how the superseded data were derived.
 RJ0526
 RJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES805035(NAD 83)
 RJ0526_MARKER: DD = SURVEY DISK
 RJ0526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0526_SP_SET: CULVERT
 RJ0526_STAMPING: 9 WRM 1972
 RJ0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0526
 RJ0526  HISTORY     - Date     Condition        Report By
 RJ0526  HISTORY     - 1972     MONUMENTED       USGS
 RJ0526  HISTORY     - 1972     GOOD             NGS
 RJ0526  HISTORY     - 1979     GOOD             MIDH
 RJ0526  HISTORY     - 19990616 MARK NOT FOUND   MIDT
 RJ0526  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 RJ0526
 RJ0526                          STATION DESCRIPTION
 RJ0526
 RJ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0526'7.1 MI NE FROM GULLIVER.
 RJ0526'ABOUT 7.1 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST
 RJ0526'OFFICE AT GULLIVER, 247 FEET NORTHEAST OF THE CENTER OF THE
 RJ0526'JUNCTION OF THE HIGHWAY AND A PAVED ROAD LEADING NORTH (OLD
 RJ0526'U.S. HIGHWAY 2), AT THE OUTSIDE OF A LONG CURVE, 29 FEET NORTHWEST
 RJ0526'OF THE CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF THE NORTHEAST
 RJ0526'END OF THE NORTHWEST CONCRETE HEADWALL FOR A PIPE CULVERT UNDER
 RJ0526'THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0526'SEC 32, T43N, R13W.
 RJ0526
 RJ0526                          STATION RECOVERY (1979)
 RJ0526
 RJ0526'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 RJ0526'RECOVERED IN GOOD CONDITION.
 RJ0526
 RJ0526                          STATION RECOVERY (1999)
 RJ0526
 RJ0526'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0526'STATION DESTROYED IN 1982 HIGHWAY CONSTRUCTION WORK.  THE CONCRETE
 RJ0526'HEADWALL WAS REMOVED.
 RJ0526
 RJ0526                          STATION RECOVERY (2002)
 RJ0526
 RJ0526'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0697 ***********************************************************************
 RJ0697  DESIGNATION -  9 WRM USGS RESET 1982
 RJ0697  PID         -  RJ0697
 RJ0697  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0697  USGS QUAD   -  BLANEY PARK (1972)
 RJ0697
 RJ0697                         *CURRENT SURVEY CONTROL
 RJ0697  ___________________________________________________________________
 RJ0697* NAD 83(1986)-  46 04 51.     (N)    085 57 28.     (W)     SCALED    
 RJ0697* NAVD 88     -       213.10   (meters)     699.1    (feet)  RESET     
 RJ0697  ___________________________________________________________________
 RJ0697  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 RJ0697
 RJ0697  VERT ORDER  -  THIRD
 RJ0697
 RJ0697.The horizontal coordinates were scaled from a topographic map and have
 RJ0697.an estimated accuracy of +/- 6 seconds.
 RJ0697
 RJ0697.The orthometric height was computed from unverified reset data.
 RJ0697.No vertical observational check was made to the station.
 RJ0697
 RJ0697.The geoid height was determined by GEOID03.
 RJ0697
 RJ0697;                    North         East    Units  Estimated Accuracy
 RJ0697;SPC MI N     -   144,740.    8,080,610.      MT  (+/- 180 meters Scaled)
 RJ0697
 RJ0697                          SUPERSEDED SURVEY CONTROL
 RJ0697
 RJ0697.No superseded survey control is available for this station.
 RJ0697
 RJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES805035(NAD 83)
 RJ0697_MARKER: DB = BENCH MARK DISK
 RJ0697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0697_SP_SET: HEADWALL
 RJ0697_STAMPING: 9 WRM RESET 1982
 RJ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0697+STABILITY: SURFACE MOTION
 RJ0697
 RJ0697  HISTORY     - Date     Condition        Report By
 RJ0697  HISTORY     - 1982     MONUMENTED       MIDH
 RJ0697  HISTORY     - 20021112 GOOD             USPSQD
 RJ0697  HISTORY     - 20040416 GOOD             USPSQD
 RJ0697  HISTORY     - 20060915 GOOD             USPSQD
 RJ0697
 RJ0697                          STATION DESCRIPTION
 RJ0697
 RJ0697'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 RJ0697'6.8 MI NE FROM GULLIVER.
 RJ0697'6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 RJ0697'GULLIVER, APPROXIMATELY 225.0 FEET NORTH OF LANG ROAD (OLD U.S. 2)
 RJ0697'AND U.S. HIGHWAY 2 INTERSECTION, 24.0 FEET EAST OF LANG ROAD CENTERLIN
 RJ0697'110.0 FEET WEST OF PRESENT CENTERLINE OF U.S. HIGHWAY 2, AND
 RJ0697'11.2 FEET WEST OF CONCRETE RIGHT-OF-WAY POST, IN THE TOP
 RJ0697'CENTER OF A 5.5 FOOT CONCRETE HEADWALL ON EAST END OF CULVERT.
 RJ0697'THE MARK IS 5.8 FT  S FROM A WITNESS POST.
 RJ0697
 RJ0697                          STATION RECOVERY (2002)
 RJ0697
 RJ0697'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0697'RECOVERED IN GOOD CONDITION.
 RJ0697
 RJ0697                          STATION RECOVERY (2004)
 RJ0697
 RJ0697'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0697' 
 RJ0697' 
 RJ0697' 
 RJ0697' 
 RJ0697' 
 RJ0697' 
 RJ0697
 RJ0697                          STATION RECOVERY (2006)
 RJ0697
 RJ0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0127 ***********************************************************************
 OJ0127  DESIGNATION -  9 X
 OJ0127  PID         -  OJ0127
 OJ0127  STATE/COUNTY-  MI/ST CLAIR
 OJ0127  USGS QUAD   -  AVOCA (1976)
 OJ0127
 OJ0127                         *CURRENT SURVEY CONTROL
 OJ0127  ___________________________________________________________________
 OJ0127* NAD 83(1986)-  43 03 48.     (N)    082 38 54.     (W)     SCALED    
 OJ0127* NAVD 88     -       225.742  (meters)     740.62   (feet)  ADJUSTED  
 OJ0127  ___________________________________________________________________
 OJ0127  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0127  DYNAMIC HT  -         225.689 (meters)     740.45  (feet)  COMP
 OJ0127  MODELED GRAV-     980,379.5   (mgal)                       NAVD 88
 OJ0127
 OJ0127  VERT ORDER  -  SECOND    CLASS 0
 OJ0127
 OJ0127.The horizontal coordinates were scaled from a topographic map and have
 OJ0127.an estimated accuracy of +/- 6 seconds.
 OJ0127
 OJ0127.The orthometric height was determined by differential leveling
 OJ0127.and adjusted by the National Geodetic Survey in June 1991..
 OJ0127
 OJ0127.The geoid height was determined by GEOID03.
 OJ0127
 OJ0127.The dynamic height is computed by dividing the NAVD 88
 OJ0127.geopotential number by the normal gravity value computed on the
 OJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0127.degrees latitude (g = 980.6199 gals.).
 OJ0127
 OJ0127.The modeled gravity was interpolated from observed gravity values.
 OJ0127
 OJ0127;                    North         East    Units  Estimated Accuracy
 OJ0127;SPC MI S     -   175,080.    4,139,950.      MT  (+/- 180 meters Scaled)
 OJ0127
 OJ0127                          SUPERSEDED SURVEY CONTROL
 OJ0127
 OJ0127  NGVD 29 (??/??/92)  225.830  (m)          740.91   (f) ADJ UNCH    2 0
 OJ0127
 OJ0127.Superseded values are not recommended for survey control.
 OJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0127.See file dsdata.txt to determine how the superseded data were derived.
 OJ0127
 OJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH657691(NAD 83)
 OJ0127_MARKER: DD = SURVEY DISK
 OJ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0127_STAMPING: 9 X
 OJ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0127+STABILITY: SURFACE MOTION
 OJ0127
 OJ0127  HISTORY     - Date     Condition        Report By
 OJ0127  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0127  HISTORY     - 1934     GOOD             NGS
 OJ0127  HISTORY     - 1977     GOOD             NGS
 OJ0127  HISTORY     - 20040209 GOOD             BMJ
 OJ0127
 OJ0127                          STATION DESCRIPTION
 OJ0127
 OJ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0127'2.2 MI E FROM AVOCA.
 OJ0127'2.2 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0127'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE SE 1/4
 OJ0127'SW 1/4 SEC. 1, T. 7 N., R. 15 E., 150 YARDS WEST OF A
 OJ0127'WHITE-PAINTED CHURCH, 35 YARDS EAST OF THE NORTHEAST CORNER OF
 OJ0127'A CONCRETE CULVERT, 61 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 OJ0127'OF THE JOHN GREEN RESIDENCE, 21 FEET NORTH OF THE CENTERLINE OF
 OJ0127'THE HIGHWAY, 20 FEET SOUTHEAST OF AN 8-INCH MAPLE TREE, AND 2
 OJ0127'FEET SOUTH OF A WIRE FENCE.  A STATE SURVEY STANDARD DISK,
 OJ0127'STAMPED 9 X AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 OJ0127'GROUND.
 OJ0127
 OJ0127                          STATION RECOVERY (1977)
 OJ0127
 OJ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0127'2.1 MILES EAST ALONG STATE HIGHWAY 136 FROM THE POST OFFICE IN AVOCA,
 OJ0127'60 FEET SOUTH WEST OF THE SOUTH WEST CORNER OF HOUSE 7798, 90 FEET
 OJ0127'WEST OF THE CENTER OF THE DRIVE, 21.5 FEET NORTH OF THE CENTER LINE
 OJ0127'OF THE HIGHWAY, AND 12 FEET SOUTH WEST OF A POWER POLE.
 OJ0127
 OJ0127                          STATION RECOVERY (2004)
 OJ0127
 OJ0127'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYORS 2004
 OJ0127'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION, ELEVATION IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0129 ***********************************************************************
 OJ0129  DESIGNATION -  9 Z
 OJ0129  PID         -  OJ0129
 OJ0129  STATE/COUNTY-  MI/ST CLAIR
 OJ0129  USGS QUAD   -  RUBY (1976)
 OJ0129
 OJ0129                         *CURRENT SURVEY CONTROL
 OJ0129  ___________________________________________________________________
 OJ0129* NAD 83(1986)-  43 03 22.     (N)    082 36 57.     (W)     SCALED    
 OJ0129* NAVD 88     -       212.913  (meters)     698.53   (feet)  ADJUSTED  
 OJ0129  ___________________________________________________________________
 OJ0129  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0129  DYNAMIC HT  -         212.863 (meters)     698.37  (feet)  COMP
 OJ0129  MODELED GRAV-     980,378.9   (mgal)                       NAVD 88
 OJ0129
 OJ0129  VERT ORDER  -  SECOND    CLASS 0
 OJ0129
 OJ0129.The horizontal coordinates were scaled from a topographic map and have
 OJ0129.an estimated accuracy of +/- 6 seconds.
 OJ0129
 OJ0129.The orthometric height was determined by differential leveling
 OJ0129.and adjusted by the National Geodetic Survey in June 1991..
 OJ0129
 OJ0129.The geoid height was determined by GEOID03.
 OJ0129
 OJ0129.The dynamic height is computed by dividing the NAVD 88
 OJ0129.geopotential number by the normal gravity value computed on the
 OJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0129.degrees latitude (g = 980.6199 gals.).
 OJ0129
 OJ0129.The modeled gravity was interpolated from observed gravity values.
 OJ0129
 OJ0129;                    North         East    Units  Estimated Accuracy
 OJ0129;SPC MI S     -   174,330.    4,142,610.      MT  (+/- 180 meters Scaled)
 OJ0129
 OJ0129                          SUPERSEDED SURVEY CONTROL
 OJ0129
 OJ0129  NGVD 29 (??/??/92)  213.006  (m)          698.84   (f) ADJ UNCH    2 0
 OJ0129
 OJ0129.Superseded values are not recommended for survey control.
 OJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0129.See file dsdata.txt to determine how the superseded data were derived.
 OJ0129
 OJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH684683(NAD 83)
 OJ0129_MARKER: DD = SURVEY DISK
 OJ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0129_STAMPING: 9 Z
 OJ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0129+STABILITY: SURFACE MOTION
 OJ0129
 OJ0129  HISTORY     - Date     Condition        Report By
 OJ0129  HISTORY     - UNK      MONUMENTED       MIGS
 OJ0129  HISTORY     - 1956     GOOD             NGS
 OJ0129  HISTORY     - 1977     POOR             NGS
 OJ0129
 OJ0129                          STATION DESCRIPTION
 OJ0129
 OJ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OJ0129'4.2 MI E FROM AVOCA.
 OJ0129'4.2 MILES EAST ALONG STATE HIGHWAY 136 FROM THE CHESAPEAKE AND
 OJ0129'OHIO RAILWAY STATION AT AVOCA, ST. CLAIR COUNTY, IN THE NORTHEAST
 OJ0129'CORNER OF THE SE 1/4 SEC. 7, T. 7 N., R. 16 E., 80 YARDS SOUTH
 OJ0129'OF THE DRIVEWAY TO THE WINGFORD FARM, 42 FEET NORTH OF THE
 OJ0129'NORTHWEST CORNER OF A 5-BY 5-FOOT CONCRETE CULVERT, 59 FEET WEST
 OJ0129'OF THE EAST RIGHT-OF-WAY FENCE, 7 YARDS WEST OF THE CENTERLINE
 OJ0129'OF THE HIGHWAY, AND 72 FEET SOUTHWEST OF A 24-INCH ELM TREE EAST
 OJ0129'OF THE HIGHWAY.  A STATE SURVEY STANDARD DISK, STAMPED 9 Z AND
 OJ0129'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OJ0129'NOTE-- APPARENTLY DISTURBED BY CONSTRUCTION EQUIPMENT.
 OJ0129
 OJ0129                          STATION RECOVERY (1977)
 OJ0129
 OJ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0129'POST WAS RECOVERED ON THE WEST SIDE OF THE HIGHWAY, 40 FEET NORTH OF
 OJ0129'THE NORTHWEST CORNER OF A CULVERT. 8 FEET EAST OF THE WEST
 OJ0129'RIGHT-OF-WAY FENCE AND IN THE EDGE OF A DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0122 ***********************************************************************
 OK0122  DESIGNATION -  90 1/2
 OK0122  PID         -  OK0122
 OK0122  STATE/COUNTY-  MI/CLINTON
 OK0122  USGS QUAD   -  OVID WEST (1974)
 OK0122
 OK0122                         *CURRENT SURVEY CONTROL
 OK0122  ___________________________________________________________________
 OK0122* NAD 83(1986)-  43 00 20.     (N)    084 24 23.     (W)     SCALED    
 OK0122* NAVD 88     -       222.173  (meters)     728.91   (feet)  ADJUSTED  
 OK0122  ___________________________________________________________________
 OK0122  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OK0122  DYNAMIC HT  -         222.123 (meters)     728.75  (feet)  COMP
 OK0122  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 OK0122
 OK0122  VERT ORDER  -  SECOND    CLASS 0
 OK0122
 OK0122.The horizontal coordinates were scaled from a topographic map and have
 OK0122.an estimated accuracy of +/- 6 seconds.
 OK0122
 OK0122.The orthometric height was determined by differential leveling
 OK0122.and adjusted by the National Geodetic Survey in June 1991..
 OK0122
 OK0122.The geoid height was determined by GEOID03.
 OK0122
 OK0122.The dynamic height is computed by dividing the NAVD 88
 OK0122.geopotential number by the normal gravity value computed on the
 OK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0122.degrees latitude (g = 980.6199 gals.).
 OK0122
 OK0122.The modeled gravity was interpolated from observed gravity values.
 OK0122
 OK0122;                    North         East    Units  Estimated Accuracy
 OK0122;SPC MI S     -   167,230.    3,996,760.      MT  (+/- 180 meters Scaled)
 OK0122
 OK0122                          SUPERSEDED SURVEY CONTROL
 OK0122
 OK0122  NGVD 29 (??/??/92)  222.317  (m)          729.38   (f) ADJ UNCH    2 0
 OK0122
 OK0122.Superseded values are not recommended for survey control.
 OK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0122.See file dsdata.txt to determine how the superseded data were derived.
 OK0122
 OK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113646(NAD 83)
 OK0122_MARKER: Z = SEE DESCRIPTION
 OK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0122_STAMPING: BM 90 1/2
 OK0122_MARK LOGO: GTWRR 
 OK0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0122+STABILITY: SURFACE MOTION
 OK0122
 OK0122  HISTORY     - Date     Condition        Report By
 OK0122  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0122  HISTORY     - 1934     GOOD             NGS
 OK0122  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0122  HISTORY     - 19940927 GOOD             LOCENG
 OK0122
 OK0122                          STATION DESCRIPTION
 OK0122
 OK0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0122'1 MI E FROM SHEPARDSVILLE.
 OK0122'1 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0122'STATION AT SHEPARDSVILLE, CLINTON COUNTY, 46 FEET NORTH OF THE
 OK0122'NORTH RAIL, 2.7 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TOP
 OK0122'OF THE RAIL.  A BRONZE PLUG, STAMPED BM 90 1/2 AND SET IN THE TOP
 OK0122'OF A CONCRETE POST.
 OK0122
 OK0122                          STATION RECOVERY (1974)
 OK0122
 OK0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0122'MARK NOT FOUND.
 OK0122
 OK0122                          STATION RECOVERY (1994)
 OK0122
 OK0122'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0122'RECOVERED BENCH MARK WITH FOLLOWING ADDITION.  PLACED CARSONITE POST
 OK0122'BY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6777 ***********************************************************************
 AA6777  DESIGNATION -  90 38
 AA6777  PID         -  AA6777
 AA6777  STATE/COUNTY-  MI/WAYNE
 AA6777  USGS QUAD   -  REDFORD (1983)
 AA6777
 AA6777                         *CURRENT SURVEY CONTROL
 AA6777  ___________________________________________________________________
 AA6777* NAD 83(1994)-  42 23 07.59858(N)    083 22 22.26717(W)     ADJUSTED  
 AA6777* NAVD 88     -       199.4    (meters)     654.     (feet)  GPS OBS   
 AA6777  ___________________________________________________________________
 AA6777  X           -     544,536.352 (meters)                     COMP
 AA6777  Y           -  -4,686,838.967 (meters)                     COMP
 AA6777  Z           -   4,277,435.706 (meters)                     COMP
 AA6777  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 AA6777  ELLIP HEIGHT-         165.38  (meters)          (07/12/02) GPS OBS
 AA6777  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 AA6777
 AA6777  HORZ ORDER  -  FIRST
 AA6777  ELLP ORDER  -  FOURTH    CLASS I
 AA6777
 AA6777.The horizontal coordinates were established by GPS observations
 AA6777.and adjusted by the National Geodetic Survey in February 1997..
 AA6777
 AA6777.The orthometric height was determined by GPS observations and a
 AA6777.high-resolution geoid model.
 AA6777
 AA6777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6777
 AA6777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6777
 AA6777.The ellipsoidal height was determined by GPS observations
 AA6777.and is referenced to NAD 83.
 AA6777
 AA6777.The geoid height was determined by GEOID03.
 AA6777
 AA6777;                    North         East     Units Scale Factor Converg.
 AA6777;SPC MI S     -    98,836.168 4,081,833.108   MT  0.99994465   +0 40 34.8
 AA6777;SPC MI S     -   324,265.64 13,391,840.91   iFT  0.99994465   +0 40 34.8
 AA6777;UTM  17      - 4,695,300.478   304,671.239   MT  1.00006945   -1 36 00.3
 AA6777
 AA6777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6777!SPC MI S     -   0.99997406  x   0.99994465  =   0.99991871
 AA6777!UTM  17      -   0.99997406  x   1.00006945  =   1.00004351
 AA6777
 AA6777:                Primary Azimuth Mark                     Grid Az
 AA6777:SPC MI S     -  2 3                                      335 01 05.1
 AA6777:UTM  17      -  2 3                                      337 17 40.2
 AA6777
 AA6777|---------------------------------------------------------------------|
 AA6777| PID    Reference Object                     Distance      Geod. Az  |
 AA6777|                                                           dddmmss.s |
 AA6777| AA6778 2 3                                 APPROX. 0.5 KM 3354139.9 |
 AA6777|---------------------------------------------------------------------|
 AA6777
 AA6777                          SUPERSEDED SURVEY CONTROL
 AA6777
 AA6777  ELLIP H (02/03/97)  165.43   (m)                       GP(       ) 4 1
 AA6777  NAD 83(1986)-  42 23 07.60302(N)    083 22 22.29648(W) AD(       ) 1
 AA6777
 AA6777.Superseded values are not recommended for survey control.
 AA6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6777.See file dsdata.txt to determine how the superseded data were derived.
 AA6777
 AA6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0467195300(NAD 83)
 AA6777_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6777_STAMPING: 90-38 1960
 AA6777_MARK LOGO: MI-163
 AA6777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6777+STABILITY: SURFACE MOTION
 AA6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6777+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6777
 AA6777  HISTORY     - Date     Condition        Report By
 AA6777  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6777  HISTORY     - 20010806 GOOD             NGS
 AA6777  HISTORY     - 20010815 GOOD             NGS
 AA6777
 AA6777                          STATION DESCRIPTION
 AA6777
 AA6777'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6777'STATION IS LOCATED APPROXIMATELY 2.0 MILESNORTH AND 5.0 MILESEAST OF
 AA6777'PLYMOUTH, MICHIGAN ON FARMINGTON ROAD AT SUMMER STREET. TO REACH FROM
 AA6777'THE INTERSECTION OF INTERSTATE I-96 AND FARMINGTON ROAD (EXIT 174)
 AA6777'PROCEED NORTH FROM THE INTERSECTION 0.20 MILES ON FARMINGTON ROAD TO
 AA6777'SUMMER STREET AND THE STATION IN THE SOUTHEAST QUADRANT. THE STATION
 AA6777'IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN A CONCRETE MONUMENT 6
 AA6777'INCHES IN DIAMETER SET IN A CAST IRON MONUMENT BOX AND SET FLUSH WITH
 AA6777'THE SURFACE OF THE SIDEWALK.  THE MONUMENT IS IN THE CENTERLINE
 AA6777'INTERSECTION OF TWO SIDEWALKS.  THE CENTERLINE OF FARMINGTON ROAD IS N
 AA6777'90 W, 56.7 FEET,  THE CENTERLINE OF SUMMERS ROAD IS N 0 E, 31.4 FEET.
 AA6777
 AA6777                          STATION RECOVERY (2001)
 AA6777
 AA6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA6777
 AA6777                          STATION RECOVERY (2001)
 AA6777
 AA6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA6777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9125 ***********************************************************************
 AC9125  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9125  DESIGNATION -  901 4070 F
 AC9125  PID         -  AC9125
 AC9125  STATE/COUNTY-  MI/ST CLAIR
 AC9125  USGS QUAD   -  ALGONAC (1978)
 AC9125
 AC9125                         *CURRENT SURVEY CONTROL
 AC9125  ___________________________________________________________________
 AC9125* NAD 83(1986)-  42 37 18.     (N)    082 31 40.     (W)     SCALED    
 AC9125* NAVD 88     -       177.669  (meters)     582.90   (feet)  ADJUSTED  
 AC9125  ___________________________________________________________________
 AC9125  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 AC9125  DYNAMIC HT  -         177.620 (meters)     582.74  (feet)  COMP
 AC9125  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 AC9125
 AC9125  VERT ORDER  -  SECOND    CLASS I
 AC9125
 AC9125.The horizontal coordinates were scaled from a topographic map and have
 AC9125.an estimated accuracy of +/- 6 seconds.
 AC9125
 AC9125.The orthometric height was determined by differential leveling
 AC9125.and adjusted by the National Geodetic Survey in October 1997..
 AC9125
 AC9125.This Tidal Bench Mark is designated as VM 12977
 AC9125.by the Center for Operational Oceanographic Products and Services.
 AC9125
 AC9125.The geoid height was determined by GEOID03.
 AC9125
 AC9125.The dynamic height is computed by dividing the NAVD 88
 AC9125.geopotential number by the normal gravity value computed on the
 AC9125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9125.degrees latitude (g = 980.6199 gals.).
 AC9125
 AC9125.The modeled gravity was interpolated from observed gravity values.
 AC9125
 AC9125;                    North         East    Units  Estimated Accuracy
 AC9125;SPC MI S     -   126,240.    4,150,840.      MT  (+/- 180 meters Scaled)
 AC9125
 AC9125                          SUPERSEDED SURVEY CONTROL
 AC9125
 AC9125.No superseded survey control is available for this station.
 AC9125
 AC9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747199(NAD 83)
 AC9125_MARKER: DB = BENCH MARK DISK
 AC9125_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9125+WITH SETTING: PAVEMENT
 AC9125_SP_SET: COVER OF STORAGE TANK
 AC9125_STAMPING: 4070 F 1985
 AC9125_MARK LOGO: NOS   
 AC9125_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9125+STABILITY: SURFACE MOTION
 AC9125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9125+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 AC9125
 AC9125  HISTORY     - Date     Condition        Report By
 AC9125  HISTORY     - 1985     MONUMENTED       NOS
 AC9125  HISTORY     - 19941103 GOOD             NOS
 AC9125  HISTORY     - 19951104 GOOD             NOS
 AC9125  HISTORY     - 19990625 GOOD             USPSQD
 AC9125  HISTORY     - 20050506 GOOD             USPSQD
 AC9125
 AC9125                          STATION DESCRIPTION
 AC9125
 AC9125'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9125'BM 4070 F IS AT ALGONAC, ST CLAIR COUNTY, MICHIGAN, AT THE ALGONAC
 AC9125'WATER FILTRATION PLANT 1530 ST CLAIR RIVER DRIVE (STATE HIGHWAY 29)
 AC9125'OPPOSITE THE JUNCTION OF GREEN STREET, 35.75 METERS (117.29 FT)
 AC9125'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE WATER TREATMENT PLANT
 AC9125'BUILDING, 17.4 METERS (57.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 AC9125'THE WATER TREATMENT PLANT BUILDING, 16.8 METERS (55.1 FT) NORTHEAST OF
 AC9125'UTILITY POLE WITH METER BOX, 1.70 METERS (5.58 FT) SOUTHWEST OF
 AC9125'CHAINLINK FENCE, 0.15 METER (0.49 FT) SOUTH OF NORTH CORNER OF A 12.8
 AC9125'METER (42.0 FT) 12.8 METER (42.0 FT) 0.6 METER (2.0 FT) CONCRETE COVER
 AC9125'FOR A WATER STORAGE TANK, 0.55 METER (1.80 FT) ABOVE THE GROUND.
 AC9125
 AC9125                          STATION RECOVERY (1995)
 AC9125
 AC9125'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9125'RECOVERED AS DESCRIBED.
 AC9125
 AC9125                          STATION RECOVERY (1999)
 AC9125
 AC9125'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9125'RECOVERED IN GOOD CONDITION.
 AC9125
 AC9125                          STATION RECOVERY (2005)
 AC9125
 AC9125'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 AC9125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9126 ***********************************************************************
 AC9126  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9126  DESIGNATION -  901 4070 G
 AC9126  PID         -  AC9126
 AC9126  STATE/COUNTY-  MI/ST CLAIR
 AC9126  USGS QUAD   -  ALGONAC (1978)
 AC9126
 AC9126                         *CURRENT SURVEY CONTROL
 AC9126  ___________________________________________________________________
 AC9126* NAD 83(1986)-  42 37 10.     (N)    082 31 47.     (W)     SCALED    
 AC9126* NAVD 88     -       176.980  (meters)     580.64   (feet)  ADJUSTED  
 AC9126  ___________________________________________________________________
 AC9126  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AC9126  DYNAMIC HT  -         176.930 (meters)     580.48  (feet)  COMP
 AC9126  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 AC9126
 AC9126  VERT ORDER  -  SECOND    CLASS I
 AC9126
 AC9126.The horizontal coordinates were scaled from a topographic map and have
 AC9126.an estimated accuracy of +/- 6 seconds.
 AC9126
 AC9126.The orthometric height was determined by differential leveling
 AC9126.and adjusted by the National Geodetic Survey in October 1997..
 AC9126
 AC9126.This Tidal Bench Mark is designated as VM 12980
 AC9126.by the Center for Operational Oceanographic Products and Services.
 AC9126
 AC9126.The geoid height was determined by GEOID03.
 AC9126
 AC9126.The dynamic height is computed by dividing the NAVD 88
 AC9126.geopotential number by the normal gravity value computed on the
 AC9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9126.degrees latitude (g = 980.6199 gals.).
 AC9126
 AC9126.The modeled gravity was interpolated from observed gravity values.
 AC9126
 AC9126;                    North         East    Units  Estimated Accuracy
 AC9126;SPC MI S     -   125,990.    4,150,680.      MT  (+/- 180 meters Scaled)
 AC9126
 AC9126                          SUPERSEDED SURVEY CONTROL
 AC9126
 AC9126.No superseded survey control is available for this station.
 AC9126
 AC9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH745196(NAD 83)
 AC9126_MARKER: DB = BENCH MARK DISK
 AC9126_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9126_SP_SET: FLAG POLE BASE
 AC9126_STAMPING: 4070 G 1989
 AC9126_MARK LOGO: NOS   
 AC9126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9126+STABILITY: SURFACE MOTION
 AC9126
 AC9126  HISTORY     - Date     Condition        Report By
 AC9126  HISTORY     - 1989     MONUMENTED       NOS
 AC9126  HISTORY     - 19941103 GOOD             NOS
 AC9126  HISTORY     - 19951104 GOOD             NOS
 AC9126  HISTORY     - 19990625 GOOD             USPSQD
 AC9126  HISTORY     - 20050506 GOOD             USPSQD
 AC9126
 AC9126                          STATION DESCRIPTION
 AC9126
 AC9126'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9126'BM 4070 G IS AT ALGONAC, ST CLAIR COUNTY, MICHIGAN, IN ALGONAC CITY
 AC9126'PARK, ON ST CLAIR RIVER DRIVE, IN THE NORTH SIDE OF CONCRETE FLAG POLE
 AC9126'BASE, 34.32 METERS (112.60 FT) WEST-NORTHWEST OF BULKHEAD ON RIVER
 AC9126'FRONT, 26.70 METERS (87.60 FT) NORTHEAST OF NORTHEAST CORNER OF CLAY
 AC9126'TOWNSHIP LIBRARY, 23.10 METERS (75.79 FT) SOUTHEAST OF SOUTHEAST
 AC9126'CORNER OF CIVIL WAR MONUMENT, 0.27 METERS (0.89 FT) NORHT OF FLAG
 AC9126'POLE, BEING STANDARD NOS DISC SET FLUSH IN THE CONCRETE.
 AC9126
 AC9126                          STATION RECOVERY (1995)
 AC9126
 AC9126'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9126'RECOVERED AS DESCRIBED.
 AC9126
 AC9126                          STATION RECOVERY (1999)
 AC9126
 AC9126'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9126'RECOVERED IN GOOD CONDITION.
 AC9126
 AC9126                          STATION RECOVERY (2005)
 AC9126
 AC9126'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 AC9126'STATION DESCRIPTION DATED 1994 IS ACCURATE FOR DIRECTIONS TO MARK, BUT
 AC9126'THE CLAY TOWNSHIP LIBRARY IS NOW A MUSEUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0256 ***********************************************************************
 NE0256  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0256  DESIGNATION -  901 4070 HYDRANT
 NE0256  PID         -  NE0256
 NE0256  STATE/COUNTY-  MI/ST CLAIR
 NE0256  USGS QUAD   -  ALGONAC (1978)
 NE0256
 NE0256                         *CURRENT SURVEY CONTROL
 NE0256  ___________________________________________________________________
 NE0256* NAD 83(1986)-  42 37 18.     (N)    082 31 40.     (W)     SCALED    
 NE0256* NAVD 88     -       177.160  (meters)     581.23   (feet)  ADJUSTED  
 NE0256  ___________________________________________________________________
 NE0256  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0256  DYNAMIC HT  -         177.110 (meters)     581.07  (feet)  COMP
 NE0256  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 NE0256
 NE0256  VERT ORDER  -  FIRST     CLASS 0
 NE0256
 NE0256.The horizontal coordinates were scaled from a topographic map and have
 NE0256.an estimated accuracy of +/- 6 seconds.
 NE0256
 NE0256.The orthometric height was determined by differential leveling
 NE0256.and adjusted by the National Geodetic Survey in June 1991..
 NE0256
 NE0256.This Tidal Bench Mark is designated as VM 12978
 NE0256.by the Center for Operational Oceanographic Products and Services.
 NE0256
 NE0256.The geoid height was determined by GEOID03.
 NE0256
 NE0256.The dynamic height is computed by dividing the NAVD 88
 NE0256.geopotential number by the normal gravity value computed on the
 NE0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0256.degrees latitude (g = 980.6199 gals.).
 NE0256
 NE0256.The modeled gravity was interpolated from observed gravity values.
 NE0256
 NE0256;                    North         East    Units  Estimated Accuracy
 NE0256;SPC MI S     -   126,240.    4,150,840.      MT  (+/- 180 meters Scaled)
 NE0256
 NE0256                          SUPERSEDED SURVEY CONTROL
 NE0256
 NE0256  NGVD 29 (??/??/??)  177.285  (m)          581.64   (f) ADJUSTED    1 0
 NE0256
 NE0256.Superseded values are not recommended for survey control.
 NE0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0256.See file dsdata.txt to determine how the superseded data were derived.
 NE0256
 NE0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747199(NAD 83)
 NE0256_MARKER: I = METAL ROD
 NE0256_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0256+WITH SETTING: INFORMATION.
 NE0256_SP_SET: IRON ROD
 NE0256_STAMPING: HYDRANT
 NE0256_PROJECTION: RECESSED 15 CENTIMETERS
 NE0256_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0256_ROD/PIPE-DEPTH: 2.1  meters
 NE0256
 NE0256  HISTORY     - Date     Condition        Report By
 NE0256  HISTORY     - 1956     MONUMENTED       USLS
 NE0256  HISTORY     - 1970     GOOD             USLS
 NE0256  HISTORY     - 1980     GOOD             NGS
 NE0256  HISTORY     - 19941103 GOOD             NOS
 NE0256  HISTORY     - 19951104 GOOD             NOS
 NE0256  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0256  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0256
 NE0256                          STATION DESCRIPTION
 NE0256
 NE0256'DESCRIBED BY US LAKE SURVEY 1970
 NE0256'AT ALGONAC.
 NE0256'HYDRANT IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0256'SOUTHWEST CORNER OF THE ST. CLAIR RIVER DRIVE AND GREEN STREET,
 NE0256'30.0 FEET SOUTH OF CENTERLINE OF GREEN STREET, 20.5 FEET WEST
 NE0256'OF CENTERLINE OF ST. CLAIR RIVER DRIVE, 9.8 FEET SOUTHEAST OF A
 NE0256'UTILITY POLE, 8.6 FEET NORTHEAST OF A FIRE HYDRANT, 0.9 FOOT FROM
 NE0256'STREET FACE OF CURB, 0.5 FOOT FROM SOUTH EDGE OF SIDE WALK,
 NE0256'1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 NE0256'OF A 1-INCH DIAMETER IRON ROD, 7 FEET LONG.  NOTE-- BM 1956
 NE0256
 NE0256                          STATION RECOVERY (1980)
 NE0256
 NE0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0256'IN ALGONAC, AT THE SOUTHWEST CORNER OF THE JUNCTION OF GREEN STREET
 NE0256'AND ST CLAIR RIVER ROAD (STATE HIGHWAY 29) A 1-INCH STEEL ROD 0.5
 NE0256'FOOT BELOW THE GROUND, SET ON THE NORTHWEST EDGE OF ST CLAIR RIVER
 NE0256'DRIVE, 9.14 METERS (30.0 FEET) SOUTHWEST OF THE CENTER OF GREEN
 NE0256'STREET, 6.4 METERS (21.0 FEET) NORTHWEST OF THE CENTER LINE OF ST
 NE0256'CLAIR RIVER DRIVE, 2.5 METERS (8.3 FEET) EAST OF A FIRE HYDRANT,
 NE0256'3.11 METERS (10.2 FEET) SOUTH-SOUTHWEST OF A POWER POLE, NOTE AT
 NE0256'THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN
 NE0256'ALUMINUM ACCESS COVER AND STAMPED HYDRANT.
 NE0256'THE MARK IS 0.15 M BELOW GROUND.
 NE0256
 NE0256                          STATION RECOVERY (1994)
 NE0256
 NE0256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0256'HYDRANT IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE SOUTHWEST
 NE0256'CORNER OF THE JUNCTION OF GREEN STREET AND ST CLAIR RIVER ROAD (STATE
 NE0256'HIGHWAY 29) A 1-INCH DIAMETER IRON ROD 2.1 METERS (6.9 FT) LONG, 0.15
 NE0256'METER (0.49 FT) BELOW THE GROUND, SET ON THE NORTHWEST EDGE OF ST
 NE0256'CLAIR RIVER DRIVE, 9.20 METERS (30.18 FT) SOUTHWEST OF THE CENTER OF
 NE0256'GREEN STREET, 6.52 METERS (21.39 FT) NORTHWEST OF THE CENTER LINE OF
 NE0256'ST CLAIR RIVER DRIVE, 2.53 METERS (8.30 FT) EAST OF A FIRE HYDRANT,
 NE0256'3.11 METERS (10.20 FT) SOUTH-SOUTHWEST OF A POWER POLE.  0.30 METERS
 NE0256'(0.98 FT) NORTHWEST OF THE NORTHWEST EDGE OF ST.  CLAIR RIVER ROAD.
 NE0256'THE ROD IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER
 NE0256'AND STAMPED HYDRANT.
 NE0256
 NE0256                          STATION RECOVERY (1995)
 NE0256
 NE0256'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0256'RECOVERED AS DESCRIBED.
 NE0256
 NE0256                          STATION RECOVERY (1999)
 NE0256
 NE0256'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0256'MARK NOT FOUND.
 NE0256
 NE0256                          STATION RECOVERY (2005)
 NE0256
 NE0256'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0252 ***********************************************************************
 NE0252  DESIGNATION -  901 4070 NEW SCHOOL USLS
 NE0252  PID         -  NE0252
 NE0252  STATE/COUNTY-  MI/ST CLAIR
 NE0252  USGS QUAD   -  ALGONAC (1978)
 NE0252
 NE0252                         *CURRENT SURVEY CONTROL
 NE0252  ___________________________________________________________________
 NE0252* NAD 83(1986)-  42 37 14.     (N)    082 31 57.     (W)     SCALED    
 NE0252* NAVD 88     -       178.290  (meters)     584.94   (feet)  ADJUSTED  
 NE0252  ___________________________________________________________________
 NE0252  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE0252  DYNAMIC HT  -         178.240 (meters)     584.78  (feet)  COMP
 NE0252  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 NE0252
 NE0252  VERT ORDER  -  FIRST     CLASS 0
 NE0252
 NE0252.The horizontal coordinates were scaled from a topographic map and have
 NE0252.an estimated accuracy of +/- 6 seconds.
 NE0252
 NE0252.The orthometric height was determined by differential leveling
 NE0252.and adjusted by the National Geodetic Survey in June 1991..
 NE0252.WARNING-Repeat measurements at this control monument indicate possible
 NE0252.vertical movement.
 NE0252
 NE0252.The geoid height was determined by GEOID03.
 NE0252
 NE0252.The dynamic height is computed by dividing the NAVD 88
 NE0252.geopotential number by the normal gravity value computed on the
 NE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0252.degrees latitude (g = 980.6199 gals.).
 NE0252
 NE0252.The modeled gravity was interpolated from observed gravity values.
 NE0252
 NE0252;                    North         East    Units  Estimated Accuracy
 NE0252;SPC MI S     -   126,110.    4,150,450.      MT  (+/- 180 meters Scaled)
 NE0252
 NE0252                          SUPERSEDED SURVEY CONTROL
 NE0252
 NE0252  NGVD 29 (??/??/??)  178.416  (m)          585.35   (f) ADJUSTED    1 0
 NE0252
 NE0252.Superseded values are not recommended for survey control.
 NE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0252.See file dsdata.txt to determine how the superseded data were derived.
 NE0252
 NE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH743198(NAD 83)
 NE0252_MARKER: Z = SEE DESCRIPTION
 NE0252_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0252_SP_SET: WATER TABLE
 NE0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0252
 NE0252  HISTORY     - Date     Condition        Report By
 NE0252  HISTORY     - 1926     MONUMENTED       USLS
 NE0252  HISTORY     - 1970     GOOD             USLS
 NE0252  HISTORY     - 1972     GOOD             LOCENG
 NE0252  HISTORY     - 1980     GOOD             NGS
 NE0252  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0252
 NE0252                          STATION DESCRIPTION
 NE0252
 NE0252'DESCRIBED BY US LAKE SURVEY 1970
 NE0252'AT ALGONAC.
 NE0252'NEW SCHOOL IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE WEST
 NE0252'CORNER OF CLAY AND WASHINGTON STREETS, ON WASHINGTON STREET FACE OF
 NE0252'THE SCHOOL, ON CLAY STREET SIDE OF BAY WINDOW NEAREST CLAY STREET,
 NE0252'0.97 FOOT FROM ANGLE WINDOW MAKES WITH WALL, 1.2 FEET BELOW THE
 NE0252'WATER TABLE, BEING CENTER OF SMALL HOLE IN END OF A 1/4-INCH
 NE0252'ROD SET INTO THE STONE WALL.  NOTE-- BM 1926.
 NE0252
 NE0252                          STATION RECOVERY (1972)
 NE0252
 NE0252'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972
 NE0252'CENTER OF SMALL HOLE IN END OF 1/4 IN. ROD SET INTO THE STONE WALL,
 NE0252'1.2 FEET BELOW THE WATER TABLE, ON FACE OF THE SCHOOL ON CLAY STREET
 NE0252'SIDE OF BAY WINDOW NEAREST CLAY ST. 0.97 FEET FROM ANGLE WINDOW MAKES
 NE0252'WITH WALL. NEW SCHOOL AT SOUTHWEST CORNER OF CLAY AND WASHINGTON
 NE0252'STREETS IN ALGONAC.
 NE0252
 NE0252                          STATION RECOVERY (1980)
 NE0252
 NE0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0252'IN ALGONAC AT THE ALGONAC COMMUNITY SCHOOL, AT THE JUNCTION OF
 NE0252'WASHINGTON AND CLAY STREETS, SET VERTICALLY 2-FEET ABOVE GROUND
 NE0252'IN THE NORTHEAST FACE OF THE STONE BLOCK FOUNDATION OF THE OCTAGON
 NE0252'SHAPED SOUTHEAST EXTENSION OF THE OLD SCHOOL BUILDING AT THE EAST
 NE0252'CORNER OF THE SCHOOL, NOTE THIS MARK IS A 1/4-INCH BRASS RIVIT
 NE0252'WITH A HOLE IN THE CENTER, 13.26 METERS (43.5 FEET) NORTHWEST OF
 NE0252'THE NORTHWEST EDGE OF THE SIDEWALK OF WASHINGTON STREET, 3.4 METERS
 NE0252'(10.1 FEET) SOUTHWEST OF THE EAST CORNER OF THE OLD BUILDING.
 NE0252'THE MARK IS 0.6 M ABOVE GROUND..
 NE0252
 NE0252                          STATION RECOVERY (1999)
 NE0252
 NE0252'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0253 ***********************************************************************
 NE0253  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0253  DESIGNATION -  901 4070 ORCHARD
 NE0253  PID         -  NE0253
 NE0253  STATE/COUNTY-  MI/ST CLAIR
 NE0253  USGS QUAD   -  ALGONAC (1978)
 NE0253
 NE0253                         *CURRENT SURVEY CONTROL
 NE0253  ___________________________________________________________________
 NE0253* NAD 83(1986)-  42 37 16.     (N)    082 31 42.     (W)     SCALED    
 NE0253* NAVD 88     -       177.103  (meters)     581.05   (feet)  ADJUSTED  
 NE0253  ___________________________________________________________________
 NE0253  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0253  DYNAMIC HT  -         177.054 (meters)     580.88  (feet)  COMP
 NE0253  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 NE0253
 NE0253  VERT ORDER  -  FIRST     CLASS 0
 NE0253
 NE0253.The horizontal coordinates were scaled from a topographic map and have
 NE0253.an estimated accuracy of +/- 6 seconds.
 NE0253
 NE0253.The orthometric height was determined by differential leveling
 NE0253.and adjusted by the National Geodetic Survey in June 1991..
 NE0253
 NE0253.This Tidal Bench Mark is designated as VM 12979
 NE0253.by the Center for Operational Oceanographic Products and Services.
 NE0253
 NE0253.The geoid height was determined by GEOID03.
 NE0253
 NE0253.The dynamic height is computed by dividing the NAVD 88
 NE0253.geopotential number by the normal gravity value computed on the
 NE0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0253.degrees latitude (g = 980.6199 gals.).
 NE0253
 NE0253.The modeled gravity was interpolated from observed gravity values.
 NE0253
 NE0253;                    North         East    Units  Estimated Accuracy
 NE0253;SPC MI S     -   126,180.    4,150,790.      MT  (+/- 180 meters Scaled)
 NE0253
 NE0253                          SUPERSEDED SURVEY CONTROL
 NE0253
 NE0253  NGVD 29 (??/??/??)  177.228  (m)          581.46   (f) ADJUSTED    1 0
 NE0253
 NE0253.Superseded values are not recommended for survey control.
 NE0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0253.See file dsdata.txt to determine how the superseded data were derived.
 NE0253
 NE0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH746198(NAD 83)
 NE0253_MARKER: I = METAL ROD
 NE0253_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0253+WITH SETTING: INFORMATION.
 NE0253_SP_SET: IRON ROD
 NE0253_STAMPING: ORCHARD
 NE0253_PROJECTION: FLUSH
 NE0253_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0253_ROD/PIPE-DEPTH: 2.1  meters
 NE0253
 NE0253  HISTORY     - Date     Condition        Report By
 NE0253  HISTORY     - 1954     MONUMENTED       USLS
 NE0253  HISTORY     - 1970     GOOD             USLS
 NE0253  HISTORY     - 1980     GOOD             NGS
 NE0253  HISTORY     - 19941103 GOOD             NOS
 NE0253  HISTORY     - 19951104 GOOD             NOS
 NE0253  HISTORY     - 19990625 GOOD             USPSQD
 NE0253  HISTORY     - 20050506 POOR             USPSQD
 NE0253
 NE0253                          STATION DESCRIPTION
 NE0253
 NE0253'DESCRIBED BY US LAKE SURVEY 1970
 NE0253'AT ALGONAC.
 NE0253'ORCHARD IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE SOUTHWEST
 NE0253'CORNER OF ST. CLAIR RIVER DRIVE AND ORCHARD STREET, 35.2 FEET
 NE0253'WEST OF CENTERLINE OF ST. CLAIR RIVER DRIVE, 23.0 FEET SOUTH
 NE0253'OF CENTERLINE ORCHARD STREET, 13.5 FEET NORTHWEST OF FIRE HYDRANT,
 NE0253'1.0 FOOT FROM NORTH EDGE OF ORCHARD STREET WALK, 1.0 FOOT FROM
 NE0253'WEST EDGE OF ST. CLAIR RIVER DRIVE WALK, 3/4-FOOT BELOW THE
 NE0253'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH DIAMETER
 NE0253'IRON REINFORCING ROD, 9 FEET LONG.  NOTE-- BM 1954.
 NE0253
 NE0253                          STATION RECOVERY (1980)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0253'IN ALGONAC, AT THE SOUTHWEST CORNER OF THE JUNCTION OF ORCHARD
 NE0253'STREET AND ST CLAIR RIVER DRIVE (STATE HIGHWAY 29) SET ON THE NORTHEAS
 NE0253'SIDE OF THE JUNCTION OF THE TWO SIDEWALKS, 5.93 METERS (19.4 FEET)
 NE0253'EAST OF THE EAST CORNER OF THE BOTTOM STEP OF HOUSE NUMBER 1423 ST
 NE0253'CLAIR RIVER ROAD, 4.1 METERS (13.5 FEET) NORTH OF A FIRE HYDRANT,
 NE0253'NOTE THIS MARK IS A 3/4-INCH METAL ROD (REBAR) AT THIS TIME IT WAS
 NE0253'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND
 NE0253'STAMPED ORCHARD.
 NE0253'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0253
 NE0253                          STATION RECOVERY (1994)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0253'ORCHARD IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE SOUTHWEST
 NE0253'CORNER OF THE JUNCTION OF ORCHARD STREET AND ST CLAIR RIVER DRIVE
 NE0253'(STATE HIGHWAY 29) SET ON THE NORTHEAST SIDE OF THE JUNCTION OF THE
 NE0253'TWO SIDEWALKS, 10.82 METERS (35.50 FT) WEST-NORTHWEST OF THE
 NE0253'CENTERLINE OF ST CLAIR RIVER DRIVE, 5.91 METERS (19.39 FT) EAST OF THE
 NE0253'EAST CORNER OF THE BOTTOM STEP OF HOUSE NUMBER 1423 ST CLAIR RIVER
 NE0253'DRIVE, 4.1 METERS (13.5 FT) NORTH OF A FIRE HYDRANT, NOTE THIS MARK IS
 NE0253'A 3/4-INCH IRON ROD (REBAR) 2.7 METERS (8.9 FT) LONG, ENCASED IN A
 NE0253'5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED ORCHARD.
 NE0253
 NE0253                          STATION RECOVERY (1995)
 NE0253
 NE0253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0253'RECOVERED AS DESCRIBED.
 NE0253
 NE0253                          STATION RECOVERY (1999)
 NE0253
 NE0253'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0253'RECOVERED IN GOOD CONDITION.
 NE0253
 NE0253                          STATION RECOVERY (2005)
 NE0253
 NE0253'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0253'ALUMINUM ACCESS COVER IS MISSING AND PIPE FOUND FILLED WITH DEBRIS.
 NE0253'STATION IN NEED OF REPAIR, BUT ROD IS INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0258 ***********************************************************************
 NE0258  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0258  DESIGNATION -  901 4070 RIM
 NE0258  PID         -  NE0258
 NE0258  STATE/COUNTY-  MI/ST CLAIR
 NE0258  USGS QUAD   -  ALGONAC (1978)
 NE0258
 NE0258                         *CURRENT SURVEY CONTROL
 NE0258  ___________________________________________________________________
 NE0258* NAD 83(1986)-  42 37 17.     (N)    082 31 40.     (W)     SCALED    
 NE0258* NAVD 88     -       176.535  (meters)     579.18   (feet)  ADJUSTED  
 NE0258  ___________________________________________________________________
 NE0258  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0258  DYNAMIC HT  -         176.485 (meters)     579.02  (feet)  COMP
 NE0258  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 NE0258
 NE0258  VERT ORDER  -  FIRST     CLASS 0
 NE0258
 NE0258.The horizontal coordinates were scaled from a topographic map and have
 NE0258.an estimated accuracy of +/- 6 seconds.
 NE0258
 NE0258.The orthometric height was determined by differential leveling
 NE0258.and adjusted by the National Geodetic Survey in October 1997..
 NE0258
 NE0258.This Tidal Bench Mark is designated as VM 12976
 NE0258.by the Center for Operational Oceanographic Products and Services.
 NE0258
 NE0258.The geoid height was determined by GEOID03.
 NE0258
 NE0258.The dynamic height is computed by dividing the NAVD 88
 NE0258.geopotential number by the normal gravity value computed on the
 NE0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0258.degrees latitude (g = 980.6199 gals.).
 NE0258
 NE0258.The modeled gravity was interpolated from observed gravity values.
 NE0258
 NE0258;                    North         East    Units  Estimated Accuracy
 NE0258;SPC MI S     -   126,210.    4,150,840.      MT  (+/- 180 meters Scaled)
 NE0258
 NE0258                          SUPERSEDED SURVEY CONTROL
 NE0258
 NE0258  NAVD 88 (06/15/91)  176.538  (m)          579.19   (f) UNKNOWN     1 0
 NE0258  NGVD 29 (??/??/??)  176.663  (m)          579.60   (f) ADJUSTED    1 0
 NE0258
 NE0258.Superseded values are not recommended for survey control.
 NE0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0258.See file dsdata.txt to determine how the superseded data were derived.
 NE0258
 NE0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH747199(NAD 83)
 NE0258_MARKER: Z = SEE DESCRIPTION
 NE0258_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0258+WITH SETTING: PAVEMENT
 NE0258_SP_SET: SLAB
 NE0258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0258+STABILITY: SURFACE MOTION
 NE0258
 NE0258  HISTORY     - Date     Condition        Report By
 NE0258  HISTORY     - 1952     MONUMENTED       USLS
 NE0258  HISTORY     - 1970     GOOD             USLS
 NE0258  HISTORY     - 1980     GOOD             NGS
 NE0258  HISTORY     - 19941103 GOOD             NOS
 NE0258  HISTORY     - 19951104 GOOD             NOS
 NE0258  HISTORY     - 19990625 GOOD             USPSQD
 NE0258  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0258
 NE0258                          STATION DESCRIPTION
 NE0258
 NE0258'DESCRIBED BY US LAKE SURVEY 1970
 NE0258'AT ALGONAC.
 NE0258'RIM IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, NEAR THE JUNCTION
 NE0258'OF ST. CLAIR RIVER DRIVE AND GREEN STREET, ON PROPERTY OF THE
 NE0258'ALGONAC WATER WORKS, ABOUT 80 FEET FROM THE ST. CLAIR RIVER,
 NE0258'41.7 FEET FROM FENCE ALONG UPRIVER SIDE OF THE PROPERTY, 18.8
 NE0258'FEET FROM FENCE ALONG DOWNRIVER SIDE OF THE PROPERTY, 0.3 FOOT
 NE0258'FROM A 1 INCH HOLE DRILLED INTO CONCRETE SLAB FORMING TOP OF
 NE0258'MANHOLE, ON RIVER EDGE OF STEEL RIM HOLDING THE MANHOLE COVER,
 NE0258'BEING HIGHEST POINT BETWEEN TWO PARALLEL DOTTED LINES PUNCHED
 NE0258'IN THE RIM.  NOTE-- BM 1952
 NE0258
 NE0258                          STATION RECOVERY (1980)
 NE0258
 NE0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0258'IN ALGONAC, AT THE ALGONAC WATER FILTRATION PLANT 1530 ST CLAIR
 NE0258'RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE THE JUNCTION OF GREEN
 NE0258'STREET, THIS MARK IS THE HIGHEST POINT BETWEEN TWO PARALLEL
 NE0258'DOTTED LINES PUNCHED IN THE RIM OF A 24-INCH STEEL MANHOLE
 NE0258'COVER IN THE NORTHEAST END OF A 12 BY 5 FEET CONCRETE SLAB FLUSH
 NE0258'WITH THE GROUND, AND THE LAWN BEHIND THE PLANT, 22.8 METERS
 NE0258'(75.0 FEET) NORTHWEST OF THE STEEL BULKHEAD AT THE RIVER EDGE,
 NE0258'21.2 METERS (69.4 FEET) NORTHWEST OF THE ENTRANCE TO THE GAGE HOUSE,
 NE0258'0.76 METER (2.5 FEET) SOUTHWEST OF THE NORTHEAST EDGE OF THE
 NE0258'CONCRETE SLAB, 0.52 METER (1.7 FEET) NORTHWEST OF THE SOUTHEAST
 NE0258'EDGE OF THE CONCRETE SLAB.
 NE0258'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0258
 NE0258                          STATION RECOVERY (1994)
 NE0258
 NE0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0258'RIM IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE ALGONAC WATER
 NE0258'FILTRATION PLANT 1530 ST CLAIR RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE
 NE0258'THE JUNCTION OF GREEN STREET, THIS MARK IS THE HIGHEST POINT BETWEEN
 NE0258'TWO PARALLEL DOTTED LINES PUNCHED IN THE RIM OF A 24-INCH STEEL
 NE0258'MANHOLE COVER IN THE NORTHEAST END OF A 12 BY 5 FEET (1.5 M) CONCRETE
 NE0258'SLAB FLUSH WITH THE GROUND, AND THE LAWN BEHIND THE PLANT, 22.8 METERS
 NE0258'(74.8 FT) NORTHWEST OF THE STEEL BULKHEAD AT THE RIVER EDGE, 21.2
 NE0258'METERS (69.6 FT) NORTHWEST OF THE ENTRANCE TO THE GAGE HOUSE, 0.76
 NE0258'METER (2.49 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE SLAB,
 NE0258'0.52 METER (1.71 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE
 NE0258'SLAB.
 NE0258
 NE0258                          STATION RECOVERY (1995)
 NE0258
 NE0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0258'RECOVERED AS DESCRIBED.
 NE0258
 NE0258                          STATION RECOVERY (1999)
 NE0258
 NE0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0258'RECOVERED IN GOOD CONDITION.
 NE0258
 NE0258                          STATION RECOVERY (2005)
 NE0258
 NE0258'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0258'MARK MAY HAVE BEEN DESTROYED WHEN NEW PUMP HOUSE WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0255 ***********************************************************************
 NE0255  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0255  DESIGNATION -  901 4070 TREAT
 NE0255  PID         -  NE0255
 NE0255  STATE/COUNTY-  MI/ST CLAIR
 NE0255  USGS QUAD   -  ALGONAC (1978)
 NE0255
 NE0255                         *CURRENT SURVEY CONTROL
 NE0255  ___________________________________________________________________
 NE0255* NAD 83(1986)-  42 37 17.     (N)    082 31 41.     (W)     SCALED    
 NE0255* NAVD 88     -       176.918  (meters)     580.44   (feet)  ADJUSTED  
 NE0255  ___________________________________________________________________
 NE0255  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0255  DYNAMIC HT  -         176.868 (meters)     580.27  (feet)  COMP
 NE0255  MODELED GRAV-     980,338.2   (mgal)                       NAVD 88
 NE0255
 NE0255  VERT ORDER  -  FIRST     CLASS 0
 NE0255
 NE0255.The horizontal coordinates were scaled from a topographic map and have
 NE0255.an estimated accuracy of +/- 6 seconds.
 NE0255
 NE0255.The orthometric height was determined by differential leveling
 NE0255.and adjusted by the National Geodetic Survey in June 1991..
 NE0255
 NE0255.This Tidal Bench Mark is designated as VM 12975
 NE0255.by the Center for Operational Oceanographic Products and Services.
 NE0255
 NE0255.The geoid height was determined by GEOID03.
 NE0255
 NE0255.The dynamic height is computed by dividing the NAVD 88
 NE0255.geopotential number by the normal gravity value computed on the
 NE0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0255.degrees latitude (g = 980.6199 gals.).
 NE0255
 NE0255.The modeled gravity was interpolated from observed gravity values.
 NE0255
 NE0255;                    North         East    Units  Estimated Accuracy
 NE0255;SPC MI S     -   126,210.    4,150,820.      MT  (+/- 180 meters Scaled)
 NE0255
 NE0255                          SUPERSEDED SURVEY CONTROL
 NE0255
 NE0255  NGVD 29 (??/??/??)  177.043  (m)          580.85   (f) ADJUSTED    1 0
 NE0255
 NE0255.Superseded values are not recommended for survey control.
 NE0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0255.See file dsdata.txt to determine how the superseded data were derived.
 NE0255
 NE0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH746199(NAD 83)
 NE0255_MARKER: Z = SEE DESCRIPTION
 NE0255_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0255_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0255_PROJECTION: RECESSED 4 CENTIMETERS
 NE0255_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0255+STABILITY: POSITION/ELEVATION WELL
 NE0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0255+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2005
 NE0255_ROD/PIPE-DEPTH: 43.8 meters
 NE0255_SLEEVE-DEPTH  : 43.6 meters
 NE0255
 NE0255  HISTORY     - Date     Condition        Report By
 NE0255  HISTORY     - 1970     MONUMENTED       USLS
 NE0255  HISTORY     - 1970     GOOD             USLS
 NE0255  HISTORY     - 1980     GOOD             NGS
 NE0255  HISTORY     - 19941103 GOOD             NOS
 NE0255  HISTORY     - 19951104 GOOD             NOS
 NE0255  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0255  HISTORY     - 20050506 GOOD             USPSQD
 NE0255
 NE0255                          STATION DESCRIPTION
 NE0255
 NE0255'DESCRIBED BY US LAKE SURVEY 1970
 NE0255'AT ALGONAC.
 NE0255'TREAT IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT ALGONAC WATER
 NE0255'TREATMENT PLANT, 76.5 FEET WESTERLY OF A 30-INCH DIAMETER TREE,
 NE0255'71.4 FEET SOUTHWEST OF WEST CORNER OF 40 X 40 X 2 FOOT CONCRETE
 NE0255'FOUNDATION SOUTHEAST OF PLANT, 60.4 FEET WESTERLY OF A UTILITY
 NE0255'POLE, 48.4 FEET SOUTHERLY OF EAST CORNER, 11.6 FEET EASTERLY
 NE0255'OF SOUTH CORNER AND 7.1 FEET SOUTHEAST OF SOUTHEAST FACE OF
 NE0255'FILTER BUILDING, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING
 NE0255'HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0255'DIAMETER GALVANIZED STEEL PIPE, 144 FEET DEEP.  THE PIPE IS ENCASED
 NE0255'IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A
 NE0255'6-INCH DIAMETER CONCRETE PIPE WITH COVER, 1-FOOT BELOW THE GROUND
 NE0255'SURFACE.
 NE0255
 NE0255                          STATION RECOVERY (1980)
 NE0255
 NE0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0255'IN ALGONAC AT THE ALGONAC WATER FILTRATION PLANT 1530 ST CLAIR
 NE0255'RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE THE JUNCTION OF GREEN STREET,
 NE0255'SET NEAR THE SOUTH CORNER OF THE PLANT 0.5 FOOT BELOW THE GROUND.
 NE0255'5.8 METERS (19.0 FEET) NORTHEAST OF A CHAIN LINK FENCE, 3.5 METERS
 NE0255'11.5 FEET) EAST OF THE SOUTH CORNER OF THE PLANT, 2.2 METERS (7.1
 NE0255'FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE PLANT, NOTE THIS MARK
 NE0255'IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0255'GALVANIZED PIPE ENCASED IN A 1-INCH STEEL PIPE 43.8 METERS LONG.
 NE0255'THE MARK IS 0.15 M BELOW GROUND..
 NE0255
 NE0255                          STATION RECOVERY (1994)
 NE0255
 NE0255'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0255'TREAT IS AT ALGONAC, ST.  CLAIR COUNTY, MICHIGAN, AT THE ALGONAC WATER
 NE0255'FILTRATION PLANT 1530 ST CLAIR RIVER DRIVE (STATE HIGHWAY 29) OPPOSITE
 NE0255'THE JUNCTION OF GREEN STREET, SET NEAR THE SOUTH CORNER OF THE PLANT
 NE0255'1.0 FOOT (0.3 M) BELOW THE GROUND.  5.8 METERS (19.0 FT) NORTHEAST OF
 NE0255'A CHAIN LINK FENCE, 3.5 METERS (11.5 FT) EAST OF THE SOUTH CORNER OF
 NE0255'THE PLANT, 2.2 METERS (7.2 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 NE0255'PLANT, NOTE THIS MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 NE0255'3/8-INCH GALVANIZED PIPE ENCASED IN A 1-INCH STEEL PIPE 43.8 METERS
 NE0255'(143.7 FT) LONG, AND PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE AND
 NE0255'AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0255
 NE0255                          STATION RECOVERY (1995)
 NE0255
 NE0255'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0255'RECOVERED AS DESCRIBED.
 NE0255
 NE0255                          STATION RECOVERY (1999)
 NE0255
 NE0255'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0255'MARK NOT FOUND.
 NE0255
 NE0255                          STATION RECOVERY (2005)
 NE0255
 NE0255'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0255'WITNESS POST IS IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0014 ***********************************************************************
 NE0014  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0014  DESIGNATION -  901 4080 ANGLER
 NE0014  PID         -  NE0014
 NE0014  STATE/COUNTY-  MI/ST CLAIR
 NE0014  USGS QUAD   -  ST CLAIR (1991)
 NE0014
 NE0014                         *CURRENT SURVEY CONTROL
 NE0014  ___________________________________________________________________
 NE0014* NAD 83(1986)-  42 48 49.     (N)    082 29 12.     (W)     SCALED    
 NE0014* NAVD 88     -       180.747  (meters)     593.00   (feet)  ADJUSTED  
 NE0014  ___________________________________________________________________
 NE0014  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0014  DYNAMIC HT  -         180.699 (meters)     592.84  (feet)  COMP
 NE0014  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 NE0014
 NE0014  VERT ORDER  -  FIRST     CLASS 0
 NE0014
 NE0014.The horizontal coordinates were scaled from a topographic map and have
 NE0014.an estimated accuracy of +/- 6 seconds.
 NE0014
 NE0014.The orthometric height was determined by differential leveling
 NE0014.and adjusted by the National Geodetic Survey in June 1991..
 NE0014
 NE0014.This Tidal Bench Mark is designated as VM 12986
 NE0014.by the Center for Operational Oceanographic Products and Services.
 NE0014
 NE0014.The geoid height was determined by GEOID03.
 NE0014
 NE0014.The dynamic height is computed by dividing the NAVD 88
 NE0014.geopotential number by the normal gravity value computed on the
 NE0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0014.degrees latitude (g = 980.6199 gals.).
 NE0014
 NE0014.The modeled gravity was interpolated from observed gravity values.
 NE0014
 NE0014;                    North         East    Units  Estimated Accuracy
 NE0014;SPC MI S     -   147,630.    4,153,730.      MT  (+/- 180 meters Scaled)
 NE0014
 NE0014                          SUPERSEDED SURVEY CONTROL
 NE0014
 NE0014  NGVD 29 (??/??/??)  180.870  (m)          593.40   (f) ADJUSTED    1 0
 NE0014
 NE0014.Superseded values are not recommended for survey control.
 NE0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0014.See file dsdata.txt to determine how the superseded data were derived.
 NE0014
 NE0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH784411(NAD 83)
 NE0014_MARKER: DD = SURVEY DISK
 NE0014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0014_STAMPING: ANGLER
 NE0014_PROJECTION: RECESSED 3 CENTIMETERS
 NE0014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0014_ROD/PIPE-DEPTH: 4.8  meters
 NE0014
 NE0014  HISTORY     - Date     Condition        Report By
 NE0014  HISTORY     - 1970     MONUMENTED       USLS
 NE0014  HISTORY     - 1970     GOOD             USLS
 NE0014  HISTORY     - 1980     GOOD             NGS
 NE0014  HISTORY     - 1983     GOOD             USPSQD
 NE0014  HISTORY     - 19941027 GOOD             NOS
 NE0014  HISTORY     - 19951102 GOOD             NOS
 NE0014  HISTORY     - 19990605 GOOD             USPSQD
 NE0014  HISTORY     - 20050410 GOOD             USPSQD
 NE0014
 NE0014                          STATION DESCRIPTION
 NE0014
 NE0014'DESCRIBED BY US LAKE SURVEY 1970
 NE0014'AT ST CLAIR.
 NE0014'ANGLER IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, OPPOSITE THE
 NE0014'MICHIGAN STATE POLICE POST, 149 FEET WEST OF CENTERLINE OF
 NE0014'HIGHWAY M-29, 95.3 FEET SOUTHEAST OF UTILITY POLE 634, 49.4 FEET
 NE0014'NORTHEAST OF MOST NORTHWESTERLY CORNER, 8.0 FEET NORTH OF
 NE0014'NORTHEAST CORNER AND IN LINE WITH EAST FACE OF THE ANGLER ROD
 NE0014'COMPANYS CINDER BLOCK BUILDING, AT 1426 HIGHWAY M-29, 1/2 FOOT
 NE0014'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8
 NE0014'INCH DIAMETER COPPER-COATED STEEL ROD, 16 FEET LONG.  NOTE-- PREV.
 NE0014'DESIG. BM ANGLER 1970
 NE0014
 NE0014                          STATION RECOVERY (1980)
 NE0014
 NE0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0014'IN ST CLAIR, AT THE ANGLER ROD COMPANY 1426 HIGHWAY 29, 0.8 KILOMETER
 NE0014'(0.5 MILE) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE
 NE0014'OVER THE PINE RIVER, DIRECTLY ACROSS HIGHWAY 29 FROM THE MICHIGAN
 NE0014'STATE POLICE STATION, SET NORTH OF THE NORTHEAST CORNER OF THE ANGLER
 NE0014'ROD COMPANY BUILDING, 45.4 METERS (149 FEET) WEST OF THE CENTER LINE
 NE0014'OF HIGHWAY 29, 28.9 METERS (95 FEET) SOUTHEAST OF POWER POLE 634 WITH
 NE0014'A TRANSFORMER, 2.4 METERS (8 FEET) NORTH OF THE NORTHEAST CORNER OF
 NE0014'THE BUILDING.  NOTE, AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH
 NE0014'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED ANGLER AND IS
 NE0014'FLUSH WITH THE GROUND.
 NE0014'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0014
 NE0014                          STATION RECOVERY (1983)
 NE0014
 NE0014'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0014'ABOUT 0.5 MILES SOUTH OF THE OPERATIONS HOUSE OF THE DRAWBRIDGE OVER
 NE0014'THE PINE RIVER IN ST. CLAIR, DIRECTLY ACROSS THE HIGHWAY FROM THE
 NE0014'MICHIGAN STATE POLICE POST. SET NORTH OF THE NORTHEAST CORNER OF THE
 NE0014'ANGLER ROD CO. BUILDING, 149 FEET WEST OF THE CENTERLINE OF M-29, 95
 NE0014'FEET SOUTHEAST OF POWER POLO 634 (WITH TRANSFORMER) 8 FEET NORTH OF
 NE0014'THE NORTHEAST CORNER OF THE BUILDING. ROD ENCASED IN 5-INCH PVC PIPE
 NE0014'WITH AN ALUMINUM ACCESS COVER STAMPED 'ANGLER' AND FLUSH WITH GROUND.
 NE0014
 NE0014                          STATION RECOVERY (1994)
 NE0014
 NE0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0014'ANGLER IS AT ST.  CLAIR, ST.  CLAIR COUNTY, MICHIGAN, OPPOSITE THE
 NE0014'MICHIGAN STATE POLICE POST, AT THE ANGLER ROD COMPANY 1426 RIVERSIDE
 NE0014'DRIVE (STATE HIGHWAY 29) , 0.8 KILOMETER (0.50 MI) SOUTH OF THE
 NE0014'OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER, SET
 NE0014'NORTH OF THE NORTHEAST CORNER OF THE ANGLER ROD COMPANY BUILDING, 45.4
 NE0014'METERS (148.9 FT) WEST OF THE CENTER LINE OF HIGHWAY 29, 29.1 METERS
 NE0014'(95.5 FT) SOUTHEAST OF POWER POLE NUMBER 634 WITH A TRANSFORMER, 2.4
 NE0014'METERS (7.9 FT) NORTH OF THE NORTHEAST CORNER OF THE BUILDING, BEING
 NE0014'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 NE0014'4.9 METERS (16.1 FT) LONG, ENCASED IN A 5-INCH PVC PIPE WITH AN
 NE0014'ALUMINUM ACCESS COVER.  MARK IS 6 INCHES BELOW GROUND, ACCESS COVER IS
 NE0014'FLUSH WITH GROUND.
 NE0014
 NE0014                          STATION RECOVERY (1995)
 NE0014
 NE0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0014'RECOVERED AS DESCRIBED.
 NE0014
 NE0014                          STATION RECOVERY (1999)
 NE0014
 NE0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0014'RECOVERED IN GOOD CONDITION.
 NE0014
 NE0014                          STATION RECOVERY (2005)
 NE0014
 NE0014'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0018 ***********************************************************************
 NE0018  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0018  DESIGNATION -  901 4080 C 32 A
 NE0018  PID         -  NE0018
 NE0018  STATE/COUNTY-  MI/ST CLAIR
 NE0018  USGS QUAD   -  ST CLAIR (1991)
 NE0018
 NE0018                         *CURRENT SURVEY CONTROL
 NE0018  ___________________________________________________________________
 NE0018* NAD 83(1986)-  42 48 58.     (N)    082 29 09.     (W)     SCALED    
 NE0018* NAVD 88     -       183.629  (meters)     602.46   (feet)  ADJUSTED  
 NE0018  ___________________________________________________________________
 NE0018  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0018  DYNAMIC HT  -         183.580 (meters)     602.30  (feet)  COMP
 NE0018  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 NE0018
 NE0018  VERT ORDER  -  FIRST     CLASS 0
 NE0018
 NE0018.The horizontal coordinates were scaled from a topographic map and have
 NE0018.an estimated accuracy of +/- 6 seconds.
 NE0018
 NE0018.The orthometric height was determined by differential leveling
 NE0018.and adjusted by the National Geodetic Survey in June 1991..
 NE0018.WARNING-Repeat measurements at this control monument indicate possible
 NE0018.vertical movement.
 NE0018
 NE0018.This Tidal Bench Mark is designated as VM 12988
 NE0018.by the Center for Operational Oceanographic Products and Services.
 NE0018
 NE0018.The geoid height was determined by GEOID03.
 NE0018
 NE0018.The dynamic height is computed by dividing the NAVD 88
 NE0018.geopotential number by the normal gravity value computed on the
 NE0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0018.degrees latitude (g = 980.6199 gals.).
 NE0018
 NE0018.The modeled gravity was interpolated from observed gravity values.
 NE0018
 NE0018;                    North         East    Units  Estimated Accuracy
 NE0018;SPC MI S     -   147,910.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0018
 NE0018                          SUPERSEDED SURVEY CONTROL
 NE0018
 NE0018  NGVD 29 (??/??/??)  183.753  (m)          602.86   (f) ADJUSTED    1 0
 NE0018
 NE0018.Superseded values are not recommended for survey control.
 NE0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0018.See file dsdata.txt to determine how the superseded data were derived.
 NE0018
 NE0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785414(NAD 83)
 NE0018_MARKER: DD = SURVEY DISK
 NE0018_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0018_SP_SET: BUILDING FOUNDATION
 NE0018_STAMPING: RCH C-32A 1939
 NE0018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0018+STABILITY: SURFACE MOTION
 NE0018
 NE0018  HISTORY     - Date     Condition        Report By
 NE0018  HISTORY     - 1939     MONUMENTED       USLS
 NE0018  HISTORY     - 1970     GOOD             USLS
 NE0018  HISTORY     - 1980     GOOD             NGS
 NE0018  HISTORY     - 1983     GOOD             USPSQD
 NE0018  HISTORY     - 19941027 GOOD             NOS
 NE0018  HISTORY     - 19951102 GOOD             NOS
 NE0018  HISTORY     - 19990605 GOOD             USPSQD
 NE0018  HISTORY     - 20050410 GOOD             USPSQD
 NE0018
 NE0018                          STATION DESCRIPTION
 NE0018
 NE0018'DESCRIBED BY US LAKE SURVEY 1970
 NE0018'AT ST CLAIR.
 NE0018'C 32A IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0018'NORTHEAST CORNER OF RIVERSIDE AVENUE AND LAURE STREET, ON LAURE
 NE0018'STREET FACE OF BUILDING OCCUPIED BY THE SCHLINKERT FUEL AND
 NE0018'SUPPLY COMPANY, ACROSS FROM NO. 1214 RIVERSIDE AVENUE, 50.1 FEET
 NE0018'FROM THE SOUTHWEST CORNER, 2-3/4 FEET ABOVE THE PAVEMENT,
 NE0018'BEING HORIZONTAL LINE OF CROSS IN BRONZE DISC SET INTO THE
 NE0018'CONCRETE FOUNDATION.  NOTE-- PREV. DESIG. BM C 32 A 1939
 NE0018
 NE0018                          STATION RECOVERY (1980)
 NE0018
 NE0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0018'IN ST CLAIR, SET VERTICALLY 3 FEET ABOVE THE GROUND IN THE SOUTH FACE
 NE0018'OF THE CONCRETE FOUNDATION OF THE DIAMOND CRYSTAL SALT CO. RESEARCH
 NE0018'LABORATORY BUILDING AT 1213 HIGHWAY 29. A RED SINGLE STORY BUILDING
 NE0018'AT THE NORTHEAST CORNER OF THE INTERSECTION OF LAURE STREET AND
 NE0018'HIGHWAY 29, 0.5 KILOMETER (0.3 MILE) SOUTH OF THE OPERATION HOUSE OF
 NE0018'THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER, 30.34 METERS (99.5
 NE0018'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 15.2 METERS (50.1 FEET)
 NE0018'EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 5.64 METERS (18.5 FEET)
 NE0018'WEST OF A ELECTRIC METER ON THE SOUTH FACE OF THE BUILDING.
 NE0018'THE MARK IS 0.9 M ABOVE HIGHWAY.
 NE0018
 NE0018                          STATION RECOVERY (1983)
 NE0018
 NE0018'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0018'ABOUT 3 FEET ABOVE GROUND IN THE SOUTH FACE OF THE CONCRETE
 NE0018'FOUNDATION OF THE DIAMOND CRYSTAL SALT CO. RESEARCH LABORATORY
 NE0018'BUILDING AT 1213 HIGHWAY M-29. A RED SINGLE -STORY BUILDING AT THE
 NE0018'NORTHEAST CORNER OF INTERSECTION OF LAURE STREET AND M-29, BEING MILE
 NE0018'SOUTH OF THE OPERATION HOUSE OF THE DRAWBRIDGE OVER THE PINE RIVER,
 NE0018'50.1 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 18.5 FEET
 NE0018'WEST OF THE DETROIT EDISON ELECTRIC METER ON THE SOUTH FACE OF THE
 NE0018'BUILDING.
 NE0018
 NE0018                          STATION RECOVERY (1994)
 NE0018
 NE0018'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0018'BM C 32A IS AT ST.  CLAIR, ST.  CLAIR COUNTY, MICHIGAN, SET VERTICALLY
 NE0018'0.9 METER (3.0 FT) ABOVE THE GROUND IN THE SOUTH FACE OF THE CONCRETE
 NE0018'FOUNDATION OF THE AKZO SALT COOMPANY BUILDING AT 1213 RIVERSIDE AVENUE
 NE0018'(STATE HIGHWAY 29) , A GRAY SINGLE STORY BUILDING AT THE NORTHEAST
 NE0018'CORNER OF THE INTERSECTION OF LAURE STREET AND STATE HIGHWAY 29, 0.5
 NE0018'KILOMETER (0.30 MI) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY 29
 NE0018'DRAW BRIDGE OVER THE PINE RIVER, 30.5 METERS (100.1 FT) EAST OF THE
 NE0018'CENTER LINE OF THE HIGHWAY, 15.2 METERS (49.9 FT) EAST OF THE
 NE0018'SOUTHWEST CORNER OF THE BUILDING, 5.64 METERS (18.50 FT) WEST OF A
 NE0018'ELECTRIC METER ON THE SOUTH FACE OF THE BUILDING, 8.0 METERS (26.2 FT)
 NE0018'NORTH OF THE CENTER LINE OF GRAVEL ROAD ON SOUTH SIDE OF BUILDING.
 NE0018
 NE0018                          STATION RECOVERY (1995)
 NE0018
 NE0018'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0018'RECOVERED AS DESCRIBED.
 NE0018
 NE0018                          STATION RECOVERY (1999)
 NE0018
 NE0018'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0018'RECOVERED IN GOOD CONDITION.
 NE0018
 NE0018                          STATION RECOVERY (2005)
 NE0018
 NE0018'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0018'STATION RECOVERY NOTE FROM 1994 IS AN ACCURATE DESCRIPTION FOR THE
 NE0018'LOCATION OF THE MARK, BUT THE SALT COMPANY NAME HAS CHANGED FROM AKZO
 NE0018'TO CARGILL.  THE COLOR OF THE BUILDING THE MARK IS SET IN HAS CHANGED
 NE0018'FROM GRAY TO TAN, AND THE MARK IS PAINTED OVER BUT STILL VERY VISIBLE.
 NE0018' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0016 ***********************************************************************
 NE0016  DESIGNATION -  901 4080 CAP USLS
 NE0016  PID         -  NE0016
 NE0016  STATE/COUNTY-  MI/ST CLAIR
 NE0016  USGS QUAD   -  ST CLAIR (1991)
 NE0016
 NE0016                         *CURRENT SURVEY CONTROL
 NE0016  ___________________________________________________________________
 NE0016* NAD 83(1986)-  42 48 45.     (N)    082 29 09.     (W)     SCALED    
 NE0016* NAVD 88     -       176.339  (meters)     578.54   (feet)  ADJUSTED  
 NE0016  ___________________________________________________________________
 NE0016  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0016  DYNAMIC HT  -         176.292 (meters)     578.38  (feet)  COMP
 NE0016  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 NE0016
 NE0016  VERT ORDER  -  FIRST     CLASS 0
 NE0016
 NE0016.The horizontal coordinates were scaled from a topographic map and have
 NE0016.an estimated accuracy of +/- 6 seconds.
 NE0016
 NE0016.The orthometric height was determined by differential leveling
 NE0016.and adjusted by the National Geodetic Survey in June 1991..
 NE0016
 NE0016.The geoid height was determined by GEOID03.
 NE0016
 NE0016.The dynamic height is computed by dividing the NAVD 88
 NE0016.geopotential number by the normal gravity value computed on the
 NE0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0016.degrees latitude (g = 980.6199 gals.).
 NE0016
 NE0016.The modeled gravity was interpolated from observed gravity values.
 NE0016
 NE0016;                    North         East    Units  Estimated Accuracy
 NE0016;SPC MI S     -   147,510.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0016
 NE0016                          SUPERSEDED SURVEY CONTROL
 NE0016
 NE0016  NGVD 29 (??/??/??)  176.462  (m)          578.94   (f) ADJUSTED    1 0
 NE0016
 NE0016.Superseded values are not recommended for survey control.
 NE0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0016.See file dsdata.txt to determine how the superseded data were derived.
 NE0016
 NE0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785410(NAD 83)
 NE0016_MARKER: Q = CHISELED SQUARE
 NE0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0016_SP_SET: STEEL CAPPING
 NE0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0016
 NE0016  HISTORY     - Date     Condition        Report By
 NE0016  HISTORY     - 1970     MONUMENTED       USLS
 NE0016  HISTORY     - 1970     GOOD             USLS
 NE0016  HISTORY     - 1980     GOOD             NGS
 NE0016  HISTORY     - 1983     GOOD             USPSQD
 NE0016  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0016  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0016
 NE0016                          STATION DESCRIPTION
 NE0016
 NE0016'DESCRIBED BY US LAKE SURVEY 1970
 NE0016'AT ST CLAIR.
 NE0016'CAP IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON STEEL CAPPING
 NE0016'NEAR MICHIGAN STATE POLICE BOATHOUSE AT 1419 HIGHWAY M-29, 43.6
 NE0016'FEET NORTHWEST OF ANGLE IN STEEL SHEET PILING RETAINING WALL,
 NE0016'2.4 FEET EAST OF SOUTHEAST CORNER AND IN LINE WITH SOUTH FACE
 NE0016'OF BOATHOUSE, BEING HIGHEST POINT IN A SQUARE FORMED BY THREE
 NE0016'CHISELED LINES AND THE SOUTHWEST EDGE OF THE STEEL CAPPING.
 NE0016'NOTE-- PREV. DESIG. BM CAP 1970
 NE0016
 NE0016                          STATION RECOVERY (1980)
 NE0016
 NE0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0016'IN ST CLAIR, AT THE MICHIGAN STATE POLICE STATION AT 1419 HIGHWAY 29,
 NE0016'0.8 KILOMETER (0.5 MILE) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY
 NE0016'29 DRAW BRIDGE OVER THE PINE RIVER, NOTE, THIS MARK IS A 1 INCH X 1
 NE0016'INCH CHISELED SQUARE CUT IN TOP OF THE STEEL BULK HEAD AT THE RIVERS
 NE0016'EDGE, AT THE SOUTHEAST CORNER OF THE BRICK BOAT HOUSE FOR THE POLICE
 NE0016'STATION, 7.16 METERS (23.5 FEET) WEST OF BENCH MARK A 237, 1.1 METERS
 NE0016'(3.6 FEET) SOUTHEAST OF THE NORTHWEST END OF THE METAL BULK HEAD, AND
 NE0016'0.76 METER (2.5 FEET) EAST OF THE SOUTHEAST CORNER OF THE BOAT HOUSE.
 NE0016'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0016
 NE0016                          STATION RECOVERY (1983)
 NE0016
 NE0016'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0016'IN ST CLAIR AT THE MICHIGAN STATE POLICE POST ON HIGHWAY M-29. THIS
 NE0016'MARK IS ONE INCH SQUARE CHISELED SQUARE CUT IN TOP OF METAL
 NE0016'BREAKWATER AT THE RIVER'S EDGE--AT THE SOUTHEAST CORNER OF THE BRICK
 NE0016'BOAT HOUSE, 237 FT. WEST OF BENCH MARK A 237, 3.6 FEET SOUTHEAST OF
 NE0016'THE NORTHWEST END OF THE STEEL BREAKWATER, 2.5 FEET EAST OF THE
 NE0016'SOUTHEAST CORNER OF THE BOATHOUSE--ABOUT LEVEL WITH THE GROUND.
 NE0016'MARKED WITH A SPLASH OF WHITE PAINT.
 NE0016
 NE0016                          STATION RECOVERY (1999)
 NE0016
 NE0016'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0016'MARK NOT FOUND.
 NE0016
 NE0016                          STATION RECOVERY (2005)
 NE0016
 NE0016'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0016'STATION RECOVERY DESCRIPTION FROM 1983 REQUIRES REVISION.  MICHIGAN
 NE0016'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACE BY A PRIVATE
 NE0016'RESIDENCE AT 1417 RIVERSIDE.  BRICK BOAT HOUSE HAS BEEN REMOVED ALSO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9129 ***********************************************************************
 AC9129  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9129  DESIGNATION -  901 4080 F
 AC9129  PID         -  AC9129
 AC9129  STATE/COUNTY-  MI/ST CLAIR
 AC9129  USGS QUAD   -  ST CLAIR (1991)
 AC9129
 AC9129                         *CURRENT SURVEY CONTROL
 AC9129  ___________________________________________________________________
 AC9129* NAD 83(1986)-  42 48 56.     (N)    082 29 11.     (W)     SCALED    
 AC9129* NAVD 88     -       182.164  (meters)     597.65   (feet)  ADJUSTED  
 AC9129  ___________________________________________________________________
 AC9129  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 AC9129  DYNAMIC HT  -         182.115 (meters)     597.49  (feet)  COMP
 AC9129  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 AC9129
 AC9129  VERT ORDER  -  SECOND    CLASS I
 AC9129
 AC9129.The horizontal coordinates were scaled from a topographic map and have
 AC9129.an estimated accuracy of +/- 6 seconds.
 AC9129
 AC9129.The orthometric height was determined by differential leveling
 AC9129.and adjusted by the National Geodetic Survey in October 1997..
 AC9129
 AC9129.This Tidal Bench Mark is designated as VM 12987
 AC9129.by the Center for Operational Oceanographic Products and Services.
 AC9129
 AC9129.The geoid height was determined by GEOID03.
 AC9129
 AC9129.The dynamic height is computed by dividing the NAVD 88
 AC9129.geopotential number by the normal gravity value computed on the
 AC9129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9129.degrees latitude (g = 980.6199 gals.).
 AC9129
 AC9129.The modeled gravity was interpolated from observed gravity values.
 AC9129
 AC9129;                    North         East    Units  Estimated Accuracy
 AC9129;SPC MI S     -   147,850.    4,153,750.      MT  (+/- 180 meters Scaled)
 AC9129
 AC9129                          SUPERSEDED SURVEY CONTROL
 AC9129
 AC9129.No superseded survey control is available for this station.
 AC9129
 AC9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH784414(NAD 83)
 AC9129_MARKER: DB = BENCH MARK DISK
 AC9129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9129_STAMPING: 4080 F 1993
 AC9129_MARK LOGO: NOS   
 AC9129_PROJECTION: FLUSH
 AC9129_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9129_ROD/PIPE-DEPTH: 4.88 meters
 AC9129
 AC9129  HISTORY     - Date     Condition        Report By
 AC9129  HISTORY     - 1993     MONUMENTED       NOS
 AC9129  HISTORY     - 19941027 GOOD             NOS
 AC9129  HISTORY     - 19951102 GOOD             NOS
 AC9129  HISTORY     - 19990605 GOOD             USPSQD
 AC9129  HISTORY     - 20050410 GOOD             USPSQD
 AC9129
 AC9129                          STATION DESCRIPTION
 AC9129
 AC9129'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9129'BM 4080 F IS AT ST CLAIR, ST CLAIR COUNTY, MICHIGAN, ON THE PROPERTY
 AC9129'OF THE AKZO SALT COMPANY, NORTH-NORTHEAST OF THE INTERSECTION OF
 AC9129'RIVERSIDE DRIVE AND LAURE STREET, 8.6 METERS (28.2 FT) EAST-SOUTHEAST
 AC9129'OF LAURE STREET, 21.1 METERS (69.2 FT) SOUTHEAST OF POWER POLE NUMBER
 AC9129'74, 17.7 METERS (58.1 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF
 AC9129'ALUMINUM STORAGE SHED BELONGING TO AKZO SALT COMPANY, 0.95 METER (3.12
 AC9129'FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF ALUMINUM STORAGE SHED,
 AC9129'BEING HIGHEST POINT ON TOP OF BRONZE DISC CRIMPED ATOP A 5/8-INCH
 AC9129'DIAMETER STAINLESS STEEL ROD DRIVEN 4.9 METERS (16.1 FT) TO REFUSAL,
 AC9129'AND ENCASED IN A 5-INCH PVC PIPE WITH ALUMINUM ACCESS COVER.
 AC9129
 AC9129                          STATION RECOVERY (1995)
 AC9129
 AC9129'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9129'RECOVERED AS DESCRIBED.
 AC9129
 AC9129                          STATION RECOVERY (1999)
 AC9129
 AC9129'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9129'RECOVERED IN GOOD CONDITION.
 AC9129
 AC9129                          STATION RECOVERY (2005)
 AC9129
 AC9129'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 AC9129'STATION RECOVERY DESCRIPTION FROM 1994 HAS CHANGED.  POWER POLES HAVE
 AC9129'BEEN REDONE AND ARE NOT MUCH HELP FOR LOCATING MARK.  NAME OF SALT
 AC9129'COMPANY HAS CHANGED FROM AKZO TO CARGILL.  MARK IS 3 FEET SOUTH OF
 AC9129'SOUTHWEST CORNER OF SHED.  ORANGE WITNESS POST IS IN PLACE AND IN GOOD
 AC9129'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0017 ***********************************************************************
 NE0017  DESIGNATION -  901 4080 FUZZ USLS
 NE0017  PID         -  NE0017
 NE0017  STATE/COUNTY-  MI/ST CLAIR
 NE0017  USGS QUAD   -  ST CLAIR (1991)
 NE0017
 NE0017                         *CURRENT SURVEY CONTROL
 NE0017  ___________________________________________________________________
 NE0017* NAD 83(1986)-  42 48 45.     (N)    082 29 09.     (W)     SCALED    
 NE0017* NAVD 88     -       176.408  (meters)     578.77   (feet)  ADJUSTED  
 NE0017  ___________________________________________________________________
 NE0017  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0017  DYNAMIC HT  -         176.360 (meters)     578.61  (feet)  COMP
 NE0017  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 NE0017
 NE0017  VERT ORDER  -  FIRST     CLASS 0
 NE0017
 NE0017.The horizontal coordinates were scaled from a topographic map and have
 NE0017.an estimated accuracy of +/- 6 seconds.
 NE0017
 NE0017.The orthometric height was determined by differential leveling
 NE0017.and adjusted by the National Geodetic Survey in June 1991..
 NE0017
 NE0017.The geoid height was determined by GEOID03.
 NE0017
 NE0017.The dynamic height is computed by dividing the NAVD 88
 NE0017.geopotential number by the normal gravity value computed on the
 NE0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0017.degrees latitude (g = 980.6199 gals.).
 NE0017
 NE0017.The modeled gravity was interpolated from observed gravity values.
 NE0017
 NE0017;                    North         East    Units  Estimated Accuracy
 NE0017;SPC MI S     -   147,510.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0017
 NE0017                          SUPERSEDED SURVEY CONTROL
 NE0017
 NE0017  NGVD 29 (??/??/92)  176.536  (m)          579.19   (f) ADJ UNCH    1 0
 NE0017
 NE0017.Superseded values are not recommended for survey control.
 NE0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0017.See file dsdata.txt to determine how the superseded data were derived.
 NE0017
 NE0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785410(NAD 83)
 NE0017_MARKER: DD = SURVEY DISK
 NE0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0017+STABILITY: SURFACE MOTION
 NE0017
 NE0017  HISTORY     - Date     Condition        Report By
 NE0017  HISTORY     - UNK      MONUMENTED       USLS
 NE0017  HISTORY     - 1970     GOOD             USLS
 NE0017  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0017  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0017  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0017
 NE0017                          STATION DESCRIPTION
 NE0017
 NE0017'DESCRIBED BY US LAKE SURVEY 1970
 NE0017'AT ST CLAIR.
 NE0017'FUZZ A HORIZONTAL CONTROL MARK OF THE DETROIT DISTRICT ENGINEERS
 NE0017'OFFICE, IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0017'MICHIGAN STATE POLICE POST NO. 1419, HIGHWAY M-29, 86.0 FEET
 NE0017'SOUTH OF SOUTHEAST CORNER OF BRICK BOATHOUSE, 52.0 FEET SOUTHERLY
 NE0017'OF ANGLE AND 7.6 FEET NORTHWEST OF A SOUTHWEST CORNER IN STEEL
 NE0017'SHEET PILING RETAINING WALL, FLUSH WITH THE GROUND SURFACE,
 NE0017'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0017'INTO THE TOP OF A 6 INCH DIAMETER CONCRETE POST.  NOTE-- PREV.
 NE0017'DESIG. BM FUZZ
 NE0017
 NE0017                          STATION RECOVERY (1980)
 NE0017
 NE0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0017'NOT RECOVERED, AREA DESCRIBED ALL MATCHES BUT MARK COULD NOT BE FOUND.
 NE0017
 NE0017                          STATION RECOVERY (1999)
 NE0017
 NE0017'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0017'MARK NOT FOUND.
 NE0017
 NE0017                          STATION RECOVERY (2005)
 NE0017
 NE0017'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0017'STATION RECOVERY DESCRIPTION FROM 1970 REQUIRES REVISION.  MICHIGAN
 NE0017'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACE BY A PRIVATE
 NE0017'RESIDENCE AT 1417 RIVERSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0015 ***********************************************************************
 NE0015  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0015  DESIGNATION -  901 4080 MSP
 NE0015  PID         -  NE0015
 NE0015  STATE/COUNTY-  MI/ST CLAIR
 NE0015  USGS QUAD   -  ST CLAIR (1991)
 NE0015
 NE0015                         *CURRENT SURVEY CONTROL
 NE0015  ___________________________________________________________________
 NE0015* NAD 83(1986)-  42 48 47.     (N)    082 29 10.     (W)     SCALED    
 NE0015* NAVD 88     -       178.523  (meters)     585.70   (feet)  ADJUSTED  
 NE0015  ___________________________________________________________________
 NE0015  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0015  DYNAMIC HT  -         178.475 (meters)     585.55  (feet)  COMP
 NE0015  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 NE0015
 NE0015  VERT ORDER  -  FIRST     CLASS 0
 NE0015
 NE0015.The horizontal coordinates were scaled from a topographic map and have
 NE0015.an estimated accuracy of +/- 6 seconds.
 NE0015
 NE0015.The orthometric height was determined by differential leveling
 NE0015.and adjusted by the National Geodetic Survey in October 1997..
 NE0015
 NE0015.This Tidal Bench Mark is designated as VM 12985
 NE0015.by the Center for Operational Oceanographic Products and Services.
 NE0015
 NE0015.The geoid height was determined by GEOID03.
 NE0015
 NE0015.The dynamic height is computed by dividing the NAVD 88
 NE0015.geopotential number by the normal gravity value computed on the
 NE0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0015.degrees latitude (g = 980.6199 gals.).
 NE0015
 NE0015.The modeled gravity was interpolated from observed gravity values.
 NE0015
 NE0015;                    North         East    Units  Estimated Accuracy
 NE0015;SPC MI S     -   147,570.    4,153,780.      MT  (+/- 180 meters Scaled)
 NE0015
 NE0015                          SUPERSEDED SURVEY CONTROL
 NE0015
 NE0015  NAVD 88 (06/15/91)  178.525  (m)          585.71   (f) UNKNOWN     1 0
 NE0015  NGVD 29 (??/??/??)  178.648  (m)          586.11   (f) ADJUSTED    1 0
 NE0015
 NE0015.Superseded values are not recommended for survey control.
 NE0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0015.See file dsdata.txt to determine how the superseded data were derived.
 NE0015
 NE0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785411(NAD 83)
 NE0015_MARKER: F = FLANGE-ENCASED ROD
 NE0015_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0015_PROJECTION: RECESSED 23 CENTIMETERS
 NE0015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0015_ROD/PIPE-DEPTH: 6.1  meters
 NE0015
 NE0015  HISTORY     - Date     Condition        Report By
 NE0015  HISTORY     - 1970     MONUMENTED       USLS
 NE0015  HISTORY     - 1970     GOOD             USLS
 NE0015  HISTORY     - 1980     GOOD             NGS
 NE0015  HISTORY     - 1983     GOOD             USPSQD
 NE0015  HISTORY     - 19941027 GOOD             NOS
 NE0015  HISTORY     - 19951102 GOOD             NOS
 NE0015  HISTORY     - 19990605 POOR             USPSQD
 NE0015  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0015
 NE0015                          STATION DESCRIPTION
 NE0015
 NE0015'DESCRIBED BY US LAKE SURVEY 1970
 NE0015'AT ST CLAIR.
 NE0015'M S P IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE MICHIGAN
 NE0015'STATE POLICE POST, 47 FEET EAST OF CENTERLINE OF HIGHWAY M-29,
 NE0015'31.0 FEET NORTHWEST OF 3 INCH MAPLE, 28.5 FEET NORTHEAST OF A
 NE0015'UTILITY POLE, 12.7 FEET SOUTHEAST OF SOUTHWEST CORNER OF BOTTOM
 NE0015'STEP OF PORCH LEADING TO POST, 1.6 FEET WEST OF SOUTHWEST
 NE0015'CORNER AND IN LINE WITH SOUTH FACE OF STATE POLICE BUILDING AT
 NE0015'1419 HIGHWAY M-29, 3/4 FOOT BELOW THE GROUND SURFACE, BEING
 NE0015'HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER-COATED ROD,
 NE0015'20 FEET LONG.  NOTE-- PREV. DESIG. BM MSP 1970
 NE0015
 NE0015                          STATION RECOVERY (1980)
 NE0015
 NE0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0015'IN ST CLAIR, AT THE MICHIGAN STATE POLICE POST AT 1419 RIVERSIDE
 NE0015'AVENUE (STATE HIGHWAY 29), 14.3 METERS (47 FEET) EAST OF THE
 NE0015'CENTER LINE OF THE HIGHWAY, 3.8 METER (12.7 FEET) SOUTHEAST OF THE
 NE0015'SOUTHWEST EDGE OF THE BOTTOM STEP LEADING TO THE MAIN ENTRANCE TO THE
 NE0015'POLICE STATION, 0.48 METERS (1.6 FEET) WEST OF THE SOUTHWEST CORNER
 NE0015'AND IN LINE WITH THE SOUTH FACE OF THE POLICE STATION.
 NE0015'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NE0015
 NE0015                          STATION RECOVERY (1983)
 NE0015
 NE0015'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0015'IN ST. CLAIR, MI, AT MICH. STATE POLICE POST ON M-29, 47' EAST OF
 NE0015'CENTERLINE OF HIGHWAY, 12.7' SOUTHEAST OF SOUTHWEST EDGE OF STEP
 NE0015'LEADING TO ENTRANCE, 1.6' WEST OF SOUTHWEST CORNER OF BUILDING IN
 NE0015'LINE WITH FACE OF SOUTHSIDE OF BUILDING. A COPPER CLAD STEEL ROD SET
 NE0015'TO DEPTH OF 6.1 METERS ENCASED IN A PIPE RECERSSED 23 CENTIMETERS.
 NE0015'TOP OF PIPE NEW RECESSED APPROX. 14' BELOW TOP OF SOD, ABOUT LEVEL
 NE0015'WITH HIGHWAY. NECESSARY TO DIG DOWN TO FIND CAP ON PIPE.
 NE0015
 NE0015                          STATION RECOVERY (1994)
 NE0015
 NE0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0015'BM MSP IS AT ST.  CLAIR, ST.  CLAIR COUNTY, MICHIGAN, AT THE MICHIGAN
 NE0015'STATE POLICE POST AT 1419 RIVERSIDE DRIVE (STATE HIGHWAY 29) , 14.7
 NE0015'METERS (48.2 FT) EAST OF THE CENTER LINE OF THE HIGHWAY, 5.2 METERS
 NE0015'(17.1 FT) SOUTH OF THE MAIN ENTRANCE TO THE POLICE BUILDING, 3.8 METER
 NE0015'(12.5 FT) SOUTHEAST OF THE SOUTHWEST EDGE OF THE BOTTOM STEP LEADING
 NE0015'TO THE MAIN ENTRANCE TO THE POLICE STATION, 0.48 METERS (1.57 FT) WEST
 NE0015'OF THE SOUTHWEST CORNER AND IN LINE WITH THE SOUTH FACE OF THE POLICE
 NE0015'STATION, BEING HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL
 NE0015'ROD, 6.1 METERS (20.0 FT) LONG.  MARK IS .6 METERS (2.0 FT) BELOW
 NE0015'GROUND.
 NE0015
 NE0015                          STATION RECOVERY (1995)
 NE0015
 NE0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0015'RECOVERED IN GOOD CONDITION.  NOTE--AT THE FORMER MICHIGAN STATE
 NE0015'POLICE POST.  MARK HAS A 5-INCH PVC PIPE AND ALUMINUM ACCESS COVER,
 NE0015'STAMPED MSP, SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND.
 NE0015
 NE0015                          STATION RECOVERY (1999)
 NE0015
 NE0015'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0015'MARK RECOVERED IN POOR CONDITION.
 NE0015
 NE0015                          STATION RECOVERY (2005)
 NE0015
 NE0015'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0015'STATION RECOVERY DESCRIPTION FROM 1994 REQUIRES REVISION.  MICHIGAN
 NE0015'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACED BY PRIVATE
 NE0015'RESIDENCES.  MARK COULD NOT BE LOCATED BY 1994 DIRECTIONS, AND SUSPECT
 NE0015'HAS BEEN DESTROYED AS HOUSE HAS BEEN CONSTRUCTED THERE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0942 ***********************************************************************
 NE0942  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0942  DESIGNATION -  901 4080 POLICE
 NE0942  PID         -  NE0942
 NE0942  STATE/COUNTY-  MI/ST CLAIR
 NE0942  USGS QUAD   -  ST CLAIR (1991)
 NE0942
 NE0942                         *CURRENT SURVEY CONTROL
 NE0942  ___________________________________________________________________
 NE0942* NAD 83(1986)-  42 48 45.     (N)    082 29 09.     (W)     SCALED    
 NE0942* NAVD 88     -       176.465  (meters)     578.95   (feet)  ADJUSTED  
 NE0942  ___________________________________________________________________
 NE0942  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0942  DYNAMIC HT  -         176.418 (meters)     578.80  (feet)  COMP
 NE0942  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 NE0942
 NE0942  VERT ORDER  -  SECOND    CLASS I
 NE0942
 NE0942.The horizontal coordinates were scaled from a topographic map and have
 NE0942.an estimated accuracy of +/- 6 seconds.
 NE0942
 NE0942.The orthometric height was determined by differential leveling
 NE0942.and adjusted by the National Geodetic Survey in May 2000..
 NE0942.No vertical observational check was made to the station.
 NE0942
 NE0942.This Tidal Bench Mark is designated as VM 12984
 NE0942.by the Center for Operational Oceanographic Products and Services.
 NE0942
 NE0942.The geoid height was determined by GEOID03.
 NE0942
 NE0942.The dynamic height is computed by dividing the NAVD 88
 NE0942.geopotential number by the normal gravity value computed on the
 NE0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0942.degrees latitude (g = 980.6199 gals.).
 NE0942
 NE0942.The modeled gravity was interpolated from observed gravity values.
 NE0942
 NE0942;                    North         East    Units  Estimated Accuracy
 NE0942;SPC MI S     -   147,510.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0942
 NE0942                          SUPERSEDED SURVEY CONTROL
 NE0942
 NE0942  NAVD 88 (06/15/91)  176.475  (m)          578.99   (f) UNKNOWN     1 2
 NE0942  NGVD 29 (??/??/??)  176.597  (m)          579.39   (f) ADJUSTED    1 2
 NE0942
 NE0942.Superseded values are not recommended for survey control.
 NE0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0942.See file dsdata.txt to determine how the superseded data were derived.
 NE0942
 NE0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785410(NAD 83)
 NE0942_MARKER: DD = SURVEY DISK
 NE0942_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0942_SP_SET: FOUNDATION
 NE0942_STAMPING: POLICE
 NE0942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0942+STABILITY: SURFACE MOTION
 NE0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0942+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0942
 NE0942  HISTORY     - Date     Condition        Report By
 NE0942  HISTORY     - 1970     MONUMENTED       USLS
 NE0942  HISTORY     - 1980     GOOD             NGS
 NE0942  HISTORY     - 19941027 GOOD             NOS
 NE0942  HISTORY     - 19951102 GOOD             NOS
 NE0942  HISTORY     - 19990605 GOOD             USPSQD
 NE0942  HISTORY     - 20050410 GOOD             USPSQD
 NE0942
 NE0942                          STATION DESCRIPTION
 NE0942
 NE0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0942'IN ST CLAIR.
 NE0942'IN ST CLAIR, AT THE ST CLAIR POST OF THE MICHIGAN STATE POLICE, 0.08
 NE0942'KILOMETERS (0.05 MILE) EAST OF THE CENTER LINE OF HIGHWAY 29, SET IN
 NE0942'THE CONCRETE FOUNDATION OF THE NOAA WATER GAGE HOUSE, 5.2 METERS
 NE0942'(17 FEET) EASTNORTHEAST OF UTILITY POLE NUMBER 30 G 6, 2.5 METERS
 NE0942'(8.2 FEET) SOUTH OF THE NORTHWEST CORNER OF THE GAGE HOUSE, 0.14
 NE0942'METERS (0.47 FEET) WEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE,
 NE0942'NOTE, MARK IS NOW UNDER CEMENT BLOCKS, BUT IS STILL ACCESIBLE FOR
 NE0942'LEVELS.  ALSO NOTE AN INVAR STRIP WILL HAVE TO BE USED TO LEVEL TO
 NE0942'THIS MARK AS THE ROOF IS LOW AND STICKS OUT OVER THE MARK MAKING
 NE0942'IT IMPOSSIBLE TO USE A LEVEL ROD.
 NE0942'THE MARK IS 1.0 M ABOVE GROUND.
 NE0942
 NE0942                          STATION RECOVERY (1994)
 NE0942
 NE0942'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0942'BM POLICE IS IN ST CLAIR, ST CLAIR COUNTY, MICHIGAN, AT THE ST CLAIR
 NE0942'POST OF THE MICHIGAN STATE POLICE AT 1419 RIVERSIDE DRIVE (STATE
 NE0942'HIGHWAY 29) , 0.8 KILOMETERS (0.50 MI) SOUTH OF THE OPERATION HOUSE OF
 NE0942'THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER, 80 METERS (262.5 FT)
 NE0942'EAST OF THE CENTER LINE OF HIGHWAY 29, SET IN THE CONCRETE FOUNDATION
 NE0942'OF THE NOAA WATER GAGE HOUSE, 15.8 METERS (51.8 FT) WEST OF THE EAST
 NE0942'FACE OF THE STEEL BULKHEAD, 5.2 METERS (17.1 FT) EAST-NORTHEAST OF
 NE0942'UTILITY POLE NUMBER 30 G 6, 2.5 METERS (8.2 FT) SOUTH OF THE NORTHWEST
 NE0942'CORNER OF THE GAGE HOUSE, 0.14 METERS (0.46 FT) WEST OF THE SOUTHWEST
 NE0942'CORNER OF THE GAGE HOUSE, BEING A STANDARD DISC 0.9 METER (3.0 FT)
 NE0942'BELOW THE GROUND, PROTECTED BY PVC PIPE AND ALUMINUM ACCESS COVER
 NE0942'FLUSH WITH THE GROUND.
 NE0942
 NE0942                          STATION RECOVERY (1995)
 NE0942
 NE0942'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0942'RECOVERED AS DESCRIBED.
 NE0942
 NE0942                          STATION RECOVERY (1999)
 NE0942
 NE0942'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0942'RECOVERED IN GOOD CONDITION.
 NE0942
 NE0942                          STATION RECOVERY (2005)
 NE0942
 NE0942'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0942'STATION RECOVERY DESCRIPTION FROM 1994 REQUIRES REVISION.  THE
 NE0942'MICHIGAN STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACED BY A
 NE0942'PRIVATE RESIDENCE AT 1419 RIVERSIDE DRIVE.  GAGE HOUSE IS STILL IN
 NE0942'PLACE SOUTH OF RESIDENCE, ALONG WITH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0035 ***********************************************************************
 NE0035  DESIGNATION -  901 4084 C H USLS
 NE0035  PID         -  NE0035
 NE0035  STATE/COUNTY-  MI/ST CLAIR
 NE0035  USGS QUAD   -  PORT HURON (1991)
 NE0035
 NE0035                         *CURRENT SURVEY CONTROL
 NE0035  ___________________________________________________________________
 NE0035* NAD 83(1986)-  42 54 29.     (N)    082 28 09.     (W)     SCALED    
 NE0035* NAVD 88     -       181.822  (meters)     596.53   (feet)  ADJUSTED  
 NE0035  ___________________________________________________________________
 NE0035  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0035  DYNAMIC HT  -         181.776 (meters)     596.38  (feet)  COMP
 NE0035  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 NE0035
 NE0035  VERT ORDER  -  FIRST     CLASS 0
 NE0035
 NE0035.The horizontal coordinates were scaled from a topographic map and have
 NE0035.an estimated accuracy of +/- 6 seconds.
 NE0035
 NE0035.The orthometric height was determined by differential leveling
 NE0035.and adjusted by the National Geodetic Survey in June 1991..
 NE0035.WARNING-Repeat measurements at this control monument indicate possible
 NE0035.vertical movement.
 NE0035
 NE0035.The geoid height was determined by GEOID03.
 NE0035
 NE0035.The dynamic height is computed by dividing the NAVD 88
 NE0035.geopotential number by the normal gravity value computed on the
 NE0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0035.degrees latitude (g = 980.6199 gals.).
 NE0035
 NE0035.The modeled gravity was interpolated from observed gravity values.
 NE0035
 NE0035;                    North         East    Units  Estimated Accuracy
 NE0035;SPC MI S     -   158,150.    4,154,930.      MT  (+/- 180 meters Scaled)
 NE0035
 NE0035                          SUPERSEDED SURVEY CONTROL
 NE0035
 NE0035  NGVD 29 (??/??/??)  181.944  (m)          596.93   (f) ADJUSTED    1 0
 NE0035
 NE0035.Superseded values are not recommended for survey control.
 NE0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0035.See file dsdata.txt to determine how the superseded data were derived.
 NE0035
 NE0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH800516(NAD 83)
 NE0035_MARKER: DD = SURVEY DISK
 NE0035_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0035+WITH SETTING: INTO GROUND
 NE0035_PROJECTION: RECESSED 19 CENTIMETERS
 NE0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0035+STABILITY: SURFACE MOTION
 NE0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0035+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 NE0035_ROD/PIPE-DEPTH: 5.4  meters
 NE0035
 NE0035  HISTORY     - Date     Condition        Report By
 NE0035  HISTORY     - 1957     MONUMENTED       USLS
 NE0035  HISTORY     - 1970     GOOD             USLS
 NE0035  HISTORY     - 1980     GOOD             NGS
 NE0035  HISTORY     - 19940514 GOOD             USPSQD
 NE0035  HISTORY     - 20030413 GOOD             USPSQD
 NE0035  HISTORY     - 20040224 GOOD             WILCOX
 NE0035
 NE0035                          STATION DESCRIPTION
 NE0035
 NE0035'DESCRIBED BY US LAKE SURVEY 1970
 NE0035'AT MARYSVILLE.
 NE0035'C H IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON NORTHEAST
 NE0035'SIDE OF HURON BOULEVARD, ABOUT 725 FEET NORTHWEST OF HIGHWAY M-29
 NE0035'(RIVER ROAD), NEAR EAST CORNER OF THE MARYSVILLE CITY HALL
 NE0035'BUILDING, 10.1 FEET FROM SIDEWALK ALONG SOUTHEAST SIDE AND 9.3
 NE0035'FEET FROM SIDEWALK ALONG NORTHEAST SIDE OF THE BUILDING, ON LINE
 NE0035'OF THE NORTHEAST FACE AND 2.1 FEET FROM THE EAST CORNER OF THE
 NE0035'BUILDING, 3/4 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0035'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 18
 NE0035'FEET LONG.  NOTE-- PREV. DESIG. BM CH 1957
 NE0035
 NE0035                          STATION RECOVERY (1980)
 NE0035
 NE0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0035'IN MARYSVILLE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE JUNCTION
 NE0035'OF HIGHWAY 29, 0.25 KILOMETER (0.15 MILE) NORTHWEST OF THE JUNCTION
 NE0035'OF RIVER ROAD, SET SOUTHEAST OF THE EAST CORNER OF MARYSVILLE
 NE0035'HISTORICAL MUSEUM 887 HURON BOULEVARD, 3.16 METERS (10.4 FEET)
 NE0035'NORTHWEST OF THE EDGE OF THE SIDEWALK AROUND THE MUSEUM, 0.61
 NE0035'METER (2.0 FEET) SOUTHEAST OF THE EAST CORNER OF THE MUSEUM, NOTE,
 NE0035'AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMUNUM
 NE0035'ACCESS COVER AND STAMPED C H.
 NE0035'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0035
 NE0035                          STATION RECOVERY (1994)
 NE0035
 NE0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0035'RECOVERED IN GOOD CONDITION.
 NE0035
 NE0035                          STATION RECOVERY (2003)
 NE0035
 NE0035'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0035'RECOVERED IN GOOD CONDITION.
 NE0035
 NE0035                          STATION RECOVERY (2004)
 NE0035
 NE0035'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (GDS)
 NE0035'FOUND 5/8 ROD IN MONUMENT BOX WITH COVER STAMPED C H 1957 AT THE SE
 NE0035'CORNER OF THE MARYSVILLE HISTORICAL MUSEUM AT 887 HURON BOULEVARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0036 ***********************************************************************
 NE0036  DESIGNATION -  901 4084 F S USLS
 NE0036  PID         -  NE0036
 NE0036  STATE/COUNTY-  MI/ST CLAIR
 NE0036  USGS QUAD   -  PORT HURON (1991)
 NE0036
 NE0036                         *CURRENT SURVEY CONTROL
 NE0036  ___________________________________________________________________
 NE0036* NAD 83(1986)-  42 54 29.     (N)    082 28 10.     (W)     SCALED    
 NE0036* NAVD 88     -       182.034  (meters)     597.22   (feet)  ADJUSTED  
 NE0036  ___________________________________________________________________
 NE0036  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0036  DYNAMIC HT  -         181.988 (meters)     597.07  (feet)  COMP
 NE0036  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 NE0036
 NE0036  VERT ORDER  -  FIRST     CLASS 0
 NE0036
 NE0036.The horizontal coordinates were scaled from a topographic map and have
 NE0036.an estimated accuracy of +/- 6 seconds.
 NE0036
 NE0036.The orthometric height was determined by differential leveling
 NE0036.and adjusted by the National Geodetic Survey in June 1991..
 NE0036
 NE0036.The geoid height was determined by GEOID03.
 NE0036
 NE0036.The dynamic height is computed by dividing the NAVD 88
 NE0036.geopotential number by the normal gravity value computed on the
 NE0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0036.degrees latitude (g = 980.6199 gals.).
 NE0036
 NE0036.The modeled gravity was interpolated from observed gravity values.
 NE0036
 NE0036;                    North         East    Units  Estimated Accuracy
 NE0036;SPC MI S     -   158,150.    4,154,900.      MT  (+/- 180 meters Scaled)
 NE0036
 NE0036                          SUPERSEDED SURVEY CONTROL
 NE0036
 NE0036  NGVD 29 (??/??/??)  182.155  (m)          597.62   (f) ADJUSTED    1 0
 NE0036
 NE0036.Superseded values are not recommended for survey control.
 NE0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0036.See file dsdata.txt to determine how the superseded data were derived.
 NE0036
 NE0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH800516(NAD 83)
 NE0036_MARKER: Z = SEE DESCRIPTION
 NE0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0036_SP_SET: WATER TABLE
 NE0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0036
 NE0036  HISTORY     - Date     Condition        Report By
 NE0036  HISTORY     - 1957     MONUMENTED       USLS
 NE0036  HISTORY     - 1970     GOOD             USLS
 NE0036  HISTORY     - 1980     GOOD             NGS
 NE0036  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0036
 NE0036                          STATION DESCRIPTION
 NE0036
 NE0036'DESCRIBED BY US LAKE SURVEY 1970
 NE0036'AT MARYSVILLE.
 NE0036'F S IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON NORTHEAST
 NE0036'SIDE OF HURON BOULEVARD, ABOUT 900 FEET NORTHWEST OF HIGHWAY
 NE0036'M-29 (RIVER ROAD), ON NORTHEAST FACE OF THE MARYSVILLE FIRE
 NE0036'STATION, AT NORTHWEST SIDE OF DOORWAY, 7.4 FEET FROM EAST
 NE0036'CORNER OF THE BULDING, 1-1/4 FEET ABOVE THE GROUND SURFACE,
 NE0036'BEING HIGHEST POINT ON TOP OF A TRIANGULAR SHELF CUT IN THE
 NE0036'WATERTABLE.  NOTE-- PREV. DESIG. BM FS 1957
 NE0036
 NE0036                          STATION RECOVERY (1980)
 NE0036
 NE0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0036'IN MARYSVILLE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE JUNCTION
 NE0036'OF STATE HIGHWAY 29, AT THE MARYSVILLE FIRE DEPARTMENT 867 HURON
 NE0036'BOULEVARD, THIS MARK IS A TRIANGULAR CUT IN TOP OF THE CONCRETE
 NE0036'FOUNDATION ON THE NORTHWEST SIDE OF THE REAR DOOR TO THE EMERGENCY
 NE0036'UNIT HOUSE, 8.4 METERS (27.5 FEET) NORTHWEST OF THE EAST CORNER
 NE0036'OF THE FIRE HOUSE
 NE0036'THE MARK IS 0.4 M ABOVE GROUND.
 NE0036
 NE0036                          STATION RECOVERY (1994)
 NE0036
 NE0036'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0949 ***********************************************************************
 NE0949  DESIGNATION -  901 4084 FILTER USLS
 NE0949  PID         -  NE0949
 NE0949  STATE/COUNTY-  MI/ST CLAIR
 NE0949  USGS QUAD   -  PORT HURON (1991)
 NE0949
 NE0949                         *CURRENT SURVEY CONTROL
 NE0949  ___________________________________________________________________
 NE0949* NAD 83(1986)-  42 54 26.     (N)    082 28 00.     (W)     SCALED    
 NE0949* NAVD 88     -       179.528  (meters)     589.00   (feet)  ADJUSTED  
 NE0949  ___________________________________________________________________
 NE0949  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0949  DYNAMIC HT  -         179.482 (meters)     588.85  (feet)  COMP
 NE0949  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NE0949
 NE0949  VERT ORDER  -  FIRST     CLASS II
 NE0949
 NE0949.The horizontal coordinates were scaled from a topographic map and have
 NE0949.an estimated accuracy of +/- 6 seconds.
 NE0949
 NE0949.The orthometric height was determined by differential leveling
 NE0949.and adjusted by the National Geodetic Survey in June 1991..
 NE0949
 NE0949.The geoid height was determined by GEOID03.
 NE0949
 NE0949.The dynamic height is computed by dividing the NAVD 88
 NE0949.geopotential number by the normal gravity value computed on the
 NE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0949.degrees latitude (g = 980.6199 gals.).
 NE0949
 NE0949.The modeled gravity was interpolated from observed gravity values.
 NE0949
 NE0949;                    North         East    Units  Estimated Accuracy
 NE0949;SPC MI S     -   158,060.    4,155,130.      MT  (+/- 180 meters Scaled)
 NE0949
 NE0949                          SUPERSEDED SURVEY CONTROL
 NE0949
 NE0949  NGVD 29 (??/??/??)  179.647  (m)          589.39   (f) ADJUSTED    1 2
 NE0949
 NE0949.Superseded values are not recommended for survey control.
 NE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0949.See file dsdata.txt to determine how the superseded data were derived.
 NE0949
 NE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH802515(NAD 83)
 NE0949_MARKER: DD = SURVEY DISK
 NE0949_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0949_SP_SET: CONCRETE FOUNDATION
 NE0949_STAMPING: FILTER 901-4084
 NE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0949+STABILITY: SURFACE MOTION
 NE0949
 NE0949  HISTORY     - Date     Condition        Report By
 NE0949  HISTORY     - UNK      MONUMENTED       USLS
 NE0949  HISTORY     - 1980     GOOD             NGS
 NE0949
 NE0949                          STATION DESCRIPTION
 NE0949
 NE0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0949'IN MARYSVILLE.
 NE0949'IN MARYSVILLE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0949'OF HURON BOULEVARD, AT THE MARYSVILLE WATER FILTRATION PLANT ON RIVER
 NE0949'ROAD, SET IN TOP OF THE EXTENDED CONCRETE FOUNDATION AT THE NORTHWEST
 NE0949'CORNER OF THE MOST NORTHERLY BRICK ADDITION TO THE PLANT, 21.55 METERS
 NE0949'(70.7 FEET) WEST OF THE OUTER EDGE OF THE WOODEN PLANK ON TOP OF THE
 NE0949'BREAK WATER, 26.4 METERS (84.0 FEET) EAST OF THE NORTHEAST CORNER OF A
 NE0949'OF A SMALL BRICK POWER STATION BUILDING, 2.96 METERS (9.7 FEET)
 NE0949'SOUTHWEST OF A 3-INCH GALVANIZED PIPE WITH A METAL CAP, 0.09 METER
 NE0949'(0.3 FOOT) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERLY ADDITION
 NE0949'TO THE PLANT.
 NE0949'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0037 ***********************************************************************
 NE0037  DESIGNATION -  901 4084 FIRE USLS
 NE0037  PID         -  NE0037
 NE0037  STATE/COUNTY-  MI/ST CLAIR
 NE0037  USGS QUAD   -  PORT HURON (1991)
 NE0037
 NE0037                         *CURRENT SURVEY CONTROL
 NE0037  ___________________________________________________________________
 NE0037* NAD 83(1986)-  42 54 29.     (N)    082 28 10.     (W)     SCALED    
 NE0037* NAVD 88     -       181.242  (meters)     594.62   (feet)  ADJUSTED  
 NE0037  ___________________________________________________________________
 NE0037  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0037  DYNAMIC HT  -         181.196 (meters)     594.47  (feet)  COMP
 NE0037  MODELED GRAV-     980,359.9   (mgal)                       NAVD 88
 NE0037
 NE0037  VERT ORDER  -  FIRST     CLASS 0
 NE0037
 NE0037.The horizontal coordinates were scaled from a topographic map and have
 NE0037.an estimated accuracy of +/- 6 seconds.
 NE0037
 NE0037.The orthometric height was determined by differential leveling
 NE0037.and adjusted by the National Geodetic Survey in June 1991..
 NE0037
 NE0037.The geoid height was determined by GEOID03.
 NE0037
 NE0037.The dynamic height is computed by dividing the NAVD 88
 NE0037.geopotential number by the normal gravity value computed on the
 NE0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0037.degrees latitude (g = 980.6199 gals.).
 NE0037
 NE0037.The modeled gravity was interpolated from observed gravity values.
 NE0037
 NE0037;                    North         East    Units  Estimated Accuracy
 NE0037;SPC MI S     -   158,150.    4,154,900.      MT  (+/- 180 meters Scaled)
 NE0037
 NE0037                          SUPERSEDED SURVEY CONTROL
 NE0037
 NE0037  NGVD 29 (??/??/??)  181.363  (m)          595.02   (f) ADJUSTED    1 0
 NE0037
 NE0037.Superseded values are not recommended for survey control.
 NE0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0037.See file dsdata.txt to determine how the superseded data were derived.
 NE0037
 NE0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH800516(NAD 83)
 NE0037_MARKER: P = PIPE CAP
 NE0037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0037_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0037_PROJECTION: RECESSED 30 CENTIMETERS
 NE0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0037+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 NE0037_ROD/PIPE-DEPTH: 32.0 meters
 NE0037_SLEEVE-DEPTH  : 31.7 meters
 NE0037
 NE0037  HISTORY     - Date     Condition        Report By
 NE0037  HISTORY     - 1970     MONUMENTED       USLS
 NE0037  HISTORY     - 1970     GOOD             USLS
 NE0037  HISTORY     - 1980     GOOD             NGS
 NE0037  HISTORY     - 19940514 GOOD             USPSQD
 NE0037  HISTORY     - 20030413 GOOD             USPSQD
 NE0037  HISTORY     - 20040224 GOOD             WILCOX
 NE0037
 NE0037                          STATION DESCRIPTION
 NE0037
 NE0037'DESCRIBED BY US LAKE SURVEY 1970
 NE0037'AT MARYSVILLE.
 NE0037'FIRE IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0037'MARYSVILLE FIREHOUSE NO. 867 HURON BLVD., 69.9 FEET NORTHEAST
 NE0037'OF UTILITY POLE NO. 964, 60.8 FEET NORTHWEST OF UTILITY POLE NO.
 NE0037'Y7696, 27.4 FEET SOUTH OF SOUTH CORNER OF GARAGE ATTACHED TO
 NE0037'FIREHOUSE, 23.3 FEET SOUTHEAST OF SOUTH CORNER AND IN LINE WITH
 NE0037'SOUTHWEST FACE OF FIREHOUSE, 8.5 FEET EAST OF A FLAGPOLE, 3.8
 NE0037'FEET NORTHWEST OF OUTER EDGE OF CURB, 1-1/2-FEET BELOW THE GROUND
 NE0037'SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL
 NE0037'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE,
 NE0037'105 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 NE0037'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE
 NE0037'WITH COVER 1-FOOT BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG.
 NE0037'BM FIRE 1970
 NE0037
 NE0037                          STATION RECOVERY (1980)
 NE0037
 NE0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0037'IN MARYSVILLE, 0.3 KILOMETER (0.2 MILE) SOUTHEAST OF THE JUNCTION
 NE0037'OF STATE HIGHWAY 29, AT THE MARYSVILLE FIRE DEPARTMENT 867 HURON
 NE0037'BOULEVARD, SET IN THE LAWN ON THE SOUTHEAST SIDE OF THE FIRE STATION
 NE0037'EAST OF THE METAL FLAG POLE, DIRECTLY ACROSS PARKING LOT FROM THE
 NE0037'MARYSVILLE HISTORICAL MUSEUM, 7.1 METERS (23.3 FEET) SOUTHEAST
 NE0037'OF THE SOUTH CORNER OF THE ENTRANCE TO THE ENGINE HOUSE, 2.75
 NE0037'METERS (9.0 FEET) EAST OF THE FLAG POLE, 0.61 METER (2.0 FEET)
 NE0037'NORTHWEST OF THE OUTER EDGE OF THE CURB OF THE PARKING AREA, NOTE,
 NE0037'THIS MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0037'GALVANIZED PIPE, AT THIS TIME IT WAS ENCASED IN A 5-INCH PVC PIPE
 NE0037'WITH AN ALUMINUM ACCESS COVER AND STAMPED FIRE.
 NE0037'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0037
 NE0037                          STATION RECOVERY (1994)
 NE0037
 NE0037'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0037'RECOVERED IN GOOD CONDITION.
 NE0037
 NE0037                          STATION RECOVERY (2003)
 NE0037
 NE0037'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0037'RECOVERED IN GOOD CONDITION.
 NE0037
 NE0037                          STATION RECOVERY (2004)
 NE0037
 NE0037'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (GDS)
 NE0037'FOUND 3/8 ROD IN MONUMENT BOX WITH COVER STAMPED BM FIRE 1970 IN THE
 NE0037'LAWN NEAR THE SOUTHWEST CORNER OF THE FIRE STATION AND 9 FEET EAST OF
 NE0037'A FLAGPOLE FOR THE MARYSVILLE FIRE STATION AT 887 HURON BOULEVARD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0033 ***********************************************************************
 NE0033  DESIGNATION -  901 4084 MARY  USLS
 NE0033  PID         -  NE0033
 NE0033  STATE/COUNTY-  MI/ST CLAIR
 NE0033  USGS QUAD   -  PORT HURON (1991)
 NE0033
 NE0033                         *CURRENT SURVEY CONTROL
 NE0033  ___________________________________________________________________
 NE0033* NAD 83(1986)-  42 54 26.     (N)    082 28 00.     (W)     SCALED    
 NE0033* NAVD 88     -       178.465  (meters)     585.51   (feet)  ADJUSTED  
 NE0033  ___________________________________________________________________
 NE0033  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0033  DYNAMIC HT  -         178.419 (meters)     585.36  (feet)  COMP
 NE0033  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NE0033
 NE0033  VERT ORDER  -  FIRST     CLASS 0
 NE0033
 NE0033.The horizontal coordinates were scaled from a topographic map and have
 NE0033.an estimated accuracy of +/- 6 seconds.
 NE0033
 NE0033.The orthometric height was determined by differential leveling
 NE0033.and adjusted by the National Geodetic Survey in June 1991..
 NE0033.WARNING-Repeat measurements at this control monument indicate possible
 NE0033.vertical movement.
 NE0033
 NE0033.The geoid height was determined by GEOID03.
 NE0033
 NE0033.The dynamic height is computed by dividing the NAVD 88
 NE0033.geopotential number by the normal gravity value computed on the
 NE0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0033.degrees latitude (g = 980.6199 gals.).
 NE0033
 NE0033.The modeled gravity was interpolated from observed gravity values.
 NE0033
 NE0033;                    North         East    Units  Estimated Accuracy
 NE0033;SPC MI S     -   158,060.    4,155,130.      MT  (+/- 180 meters Scaled)
 NE0033
 NE0033                          SUPERSEDED SURVEY CONTROL
 NE0033
 NE0033  NGVD 29 (??/??/??)  178.585  (m)          585.91   (f) ADJUSTED    1 0
 NE0033
 NE0033.Superseded values are not recommended for survey control.
 NE0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0033.See file dsdata.txt to determine how the superseded data were derived.
 NE0033
 NE0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH802515(NAD 83)
 NE0033_MARKER: P = PIPE CAP
 NE0033_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0033_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0033_PROJECTION: RECESSED 30 CENTIMETERS
 NE0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0033_ROD/PIPE-DEPTH: 32.6 meters
 NE0033_SLEEVE-DEPTH  : 32.3 meters
 NE0033
 NE0033  HISTORY     - Date     Condition        Report By
 NE0033  HISTORY     - 1970     MONUMENTED       USLS
 NE0033  HISTORY     - 1970     GOOD             USLS
 NE0033  HISTORY     - 1980     GOOD             NGS
 NE0033  HISTORY     - 19940514 GOOD             USPSQD
 NE0033  HISTORY     - 20030413 GOOD             USPSQD
 NE0033
 NE0033                          STATION DESCRIPTION
 NE0033
 NE0033'DESCRIBED BY US LAKE SURVEY 1970
 NE0033'AT MARYSVILLE.
 NE0033'MARY IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0033'MARYSVILLE WATER FILTRATION PLANT, 89 FEET SOUTHEASTERLY OF
 NE0033'CENTERLINE OF RIVER RD., 79.8 FEET SOUTH OF A FLAGPOLE, 62.8 FEET
 NE0033'SOUTHEAST OF UTILITY POLE NO. T9344, 16.6 FEET SOUTHWEST OF
 NE0033'SOUTH CORNER OF A 6 X 15 FOOT CONCRETE TRANSMISSION FOUNDATION,
 NE0033'12.5 FEET NORTHEAST OF OUTER NORTH CORNER, 11.2 FEET NORTH
 NE0033'OF INNER SOUTH CORNER, 1-1/2-FEET BELOW THE GROUND SURFACE,
 NE0033'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 NE0033'OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 107 FEET LONG.
 NE0033'THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK
 NE0033'IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT
 NE0033'BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG. BM MARY 1970
 NE0033
 NE0033                          STATION RECOVERY (1980)
 NE0033
 NE0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0033'IN MARYSVILLE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0033'OF HURON BOULEVARD, AT THE MARYSVILLE WATER FILTRATION PLANT ON
 NE0033'RIVER ROAD,SET SOUTHWEST OF THE MAIN ENTRANCE BETWEEN THE 6 BY 15
 NE0033'FOOT CONCRETE FOUNDATION FOR 3 LARGE TRANSFORMERS, 27.1 METERS
 NE0033'(89.0 FEET) SOUTHEAST OF THE CENTER LINE OF RIVER ROAD, 3.91 METERS
 NE0033'9.6 FEET) SOUTHWEST OF THE EDGE OF THE CONCRETE FOUNDATION, 3.84
 NE0033'METERS (12.6 FEET) EAST OF THE NORTH CORNER OF THE ADDITION OF THE
 NE0033'PLANT, 1.56 METERS (4.8 FEET) NORTHWEST OF THE FACE OF THE PLANT,
 NE0033'NOTE, THIS MARK IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 NE0033'3/8-INCH GALVANIZED PIPE, AT THIS TIME IT WAS ENCASED IN A 5-INCH
 NE0033'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED MARY.
 NE0033'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0033
 NE0033                          STATION RECOVERY (1994)
 NE0033
 NE0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0033'RECOVERED IN GOOD CONDITION.
 NE0033
 NE0033                          STATION RECOVERY (2003)
 NE0033
 NE0033'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0038 ***********************************************************************
 NE0038  DESIGNATION -  901 4084 RAMP USLS
 NE0038  PID         -  NE0038
 NE0038  STATE/COUNTY-  MI/ST CLAIR
 NE0038  USGS QUAD   -  PORT HURON (1991)
 NE0038
 NE0038                         *CURRENT SURVEY CONTROL
 NE0038  ___________________________________________________________________
 NE0038* NAD 83(1986)-  42 54 26.     (N)    082 28 00.     (W)     SCALED    
 NE0038* NAVD 88     -       177.480  (meters)     582.28   (feet)  ADJUSTED  
 NE0038  ___________________________________________________________________
 NE0038  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0038  DYNAMIC HT  -         177.434 (meters)     582.13  (feet)  COMP
 NE0038  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NE0038
 NE0038  VERT ORDER  -  FIRST     CLASS II
 NE0038
 NE0038.The horizontal coordinates were scaled from a topographic map and have
 NE0038.an estimated accuracy of +/- 6 seconds.
 NE0038
 NE0038.The orthometric height was determined by differential leveling
 NE0038.and adjusted by the National Geodetic Survey in June 1991..
 NE0038
 NE0038.The geoid height was determined by GEOID03.
 NE0038
 NE0038.The dynamic height is computed by dividing the NAVD 88
 NE0038.geopotential number by the normal gravity value computed on the
 NE0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0038.degrees latitude (g = 980.6199 gals.).
 NE0038
 NE0038.The modeled gravity was interpolated from observed gravity values.
 NE0038
 NE0038;                    North         East    Units  Estimated Accuracy
 NE0038;SPC MI S     -   158,060.    4,155,130.      MT  (+/- 180 meters Scaled)
 NE0038
 NE0038                          SUPERSEDED SURVEY CONTROL
 NE0038
 NE0038  NGVD 29 (??/??/??)  177.600  (m)          582.68   (f) ADJUSTED    1 2
 NE0038
 NE0038.Superseded values are not recommended for survey control.
 NE0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0038.See file dsdata.txt to determine how the superseded data were derived.
 NE0038
 NE0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH802515(NAD 83)
 NE0038_MARKER: Z = SEE DESCRIPTION
 NE0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0038_SP_SET: SEA WALL
 NE0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0038
 NE0038  HISTORY     - Date     Condition        Report By
 NE0038  HISTORY     - 1955     MONUMENTED       USLS
 NE0038  HISTORY     - 1970     GOOD             USLS
 NE0038  HISTORY     - 1980     GOOD             NGS
 NE0038  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0038  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0038
 NE0038                          STATION DESCRIPTION
 NE0038
 NE0038'DESCRIBED BY US LAKE SURVEY 1970
 NE0038'AT MARYSVILLE.
 NE0038'RAMP IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, NEAR A BOAT
 NE0038'LAUNCHING RAMP ON THE SOUTHEAST SIDE OF THE WATER FILTRATION
 NE0038'PLANT, 100 FEET WEST OF A RANGE LIGHT POST, 50.3 FEET SOUTHEAST
 NE0038'OF SOUTHERN CORNER OF MOST EASTERLY PART OF PLANT, ON TOP OF
 NE0038'THE STEEL PILING SEA WALL, BEING HIGHEST POINT BETWEEN TWO NOTCHES
 NE0038'CUT INTO A STEEL PILE.  NOTE-- PREV. DESIG. BM RAMP 1955
 NE0038
 NE0038                          STATION RECOVERY (1980)
 NE0038
 NE0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0038'IN MARYSVILLE, 0.1 KILOMETER (0.05 MILE) NORTHEAST OF THE JUNCTION
 NE0038'OF HURON BOULEVARD, AT THE MARYSVILLE WATER FILTRATION PLANT ON
 NE0038'RIVER ROAD, DIRECTLY BEHIND THE PLANT ON THE SOUTH SIDE AND AT THE
 NE0038'NORTHEAST END OF A BOAT RAMP NEAR THE REAR ENTRANCE, THIS MARK
 NE0038'IS THE HIGHEST POINT BETWEEN TWO CHISELED CUTS IN TOP OF THE STEEL
 NE0038'BREAK WATER ON THE SOUTH SIDE OF THE BOAT RAMP, AT THE SOUTH ANGLE
 NE0038'IN THE BREAK WATER AT THE NORTHWEST END OF A 3.5 FOOT METAL I BEAM
 NE0038'SUPPORTING A METAL GUARD RAIL, 15.3 METERS (50.2 FEET) SOUTH AND
 NE0038'ACROSS THE BOAT RAMP FROM THE SOUTHEAST CORNER OF THE MOST EASTERLY
 NE0038'ADDITION OF THE PLANT, 0.3 METER (1.0 FOOT) SOUTHEAST OF THE
 NE0038'4 BY 12-INCH WOODEN PLANK ON TOP OF THE BREAK WATER.
 NE0038'THE MARK IS 0.18 M ABOVE GROUND.
 NE0038
 NE0038                          STATION RECOVERY (1994)
 NE0038
 NE0038'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0038'MARK NOT FOUND.
 NE0038
 NE0038                          STATION RECOVERY (2003)
 NE0038
 NE0038'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0034 ***********************************************************************
 NE0034  DESIGNATION -  901 4084 STAND USLS
 NE0034  PID         -  NE0034
 NE0034  STATE/COUNTY-  MI/ST CLAIR
 NE0034  USGS QUAD   -  PORT HURON (1991)
 NE0034
 NE0034                         *CURRENT SURVEY CONTROL
 NE0034  ___________________________________________________________________
 NE0034* NAD 83(1986)-  42 54 27.     (N)    082 28 06.     (W)     SCALED    
 NE0034* NAVD 88     -       179.745  (meters)     589.71   (feet)  ADJUSTED  
 NE0034  ___________________________________________________________________
 NE0034  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0034  DYNAMIC HT  -         179.699 (meters)     589.56  (feet)  COMP
 NE0034  MODELED GRAV-     980,359.8   (mgal)                       NAVD 88
 NE0034
 NE0034  VERT ORDER  -  FIRST     CLASS 0
 NE0034
 NE0034.The horizontal coordinates were scaled from a topographic map and have
 NE0034.an estimated accuracy of +/- 6 seconds.
 NE0034
 NE0034.The orthometric height was determined by differential leveling
 NE0034.and adjusted by the National Geodetic Survey in June 1991..
 NE0034.WARNING-Repeat measurements at this control monument indicate possible
 NE0034.vertical movement.
 NE0034
 NE0034.The geoid height was determined by GEOID03.
 NE0034
 NE0034.The dynamic height is computed by dividing the NAVD 88
 NE0034.geopotential number by the normal gravity value computed on the
 NE0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0034.degrees latitude (g = 980.6199 gals.).
 NE0034
 NE0034.The modeled gravity was interpolated from observed gravity values.
 NE0034
 NE0034;                    North         East    Units  Estimated Accuracy
 NE0034;SPC MI S     -   158,090.    4,155,000.      MT  (+/- 180 meters Scaled)
 NE0034
 NE0034                          SUPERSEDED SURVEY CONTROL
 NE0034
 NE0034  NGVD 29 (??/??/??)  179.864  (m)          590.10   (f) ADJUSTED    1 0
 NE0034
 NE0034.Superseded values are not recommended for survey control.
 NE0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0034.See file dsdata.txt to determine how the superseded data were derived.
 NE0034
 NE0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH801515(NAD 83)
 NE0034_MARKER: DD = SURVEY DISK
 NE0034_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0034+WITH SETTING: INTO GROUND
 NE0034_PROJECTION: RECESSED 10 CENTIMETERS
 NE0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0034+STABILITY: SURFACE MOTION
 NE0034_ROD/PIPE-DEPTH: 2.5  meters
 NE0034
 NE0034  HISTORY     - Date     Condition        Report By
 NE0034  HISTORY     - 1954     MONUMENTED       USLS
 NE0034  HISTORY     - 1970     GOOD             USLS
 NE0034  HISTORY     - 1980     GOOD             NGS
 NE0034  HISTORY     - 20030413 GOOD             USPSQD
 NE0034
 NE0034                          STATION DESCRIPTION
 NE0034
 NE0034'DESCRIBED BY US LAKE SURVEY 1970
 NE0034'AT MARYSVILLE.
 NE0034'STAND IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0034'WESTERLY SIDE OF HIGHWAY M-29 (RIVER ROAD), IN THE CITY PARK
 NE0034'ACROSS THE HIGHWAY FROM MARYSVILLE WATER FILTRATION PLANT, ABOUT
 NE0034'367 FEET WESTERLY OF THE CENTERLINE OF RIVER ROAD, ABOUT 277
 NE0034'FEET UPRIVER FROM THE CENTERLINE OF HURON BOULEVARD, 56.5 FEET
 NE0034'DOWNRIVER FROM A UTILITY POLE IN A TURN AROUND AT THE WESTERLY
 NE0034'END OF A PARK ROAD, 2.0 FEET WEST OF THE NORTHWEST CORNER OF
 NE0034'A REFRESHMENT STAND, ON LINE OF UPRIVER FACE OF THE STAND, 1/2
 NE0034'FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 NE0034'A 1-INCH DIAMETER STEEL ROD, 8 FEET LONG.  NOTE-- PREV. DESIG.
 NE0034'BM STAND 1954
 NE0034
 NE0034                          STATION RECOVERY (1980)
 NE0034
 NE0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0034'IN MARYSVILLE, 0.16 KILOMETER (0.1 MILE) WEST ALONG AN ACCESS ROAD
 NE0034'JUNCTIONING WITH RIVER ROAD DIRECTLY ACROSS FROM THE MAIN ENTRANCE
 NE0034'TO THE MARYSVILLE FILTRATION PLANT, SET NORTHWEST OF THE NORTH
 NE0034'CORNER OF A REFRESHMENT STAND IN THE CITY PARK, 17.41 METERS (57.1
 NE0034'FEET) SOUTHWEST OF A UTILITY POLE NUMBER M40CA253, 0.61 METERS (2.0
 NE0034'FEET) NORTHWEST OF THE NORTH CORNER OF THE REFRESHMENT STAND, NOTE,
 NE0034'AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITN AN
 NE0034'ALUMINUM ACCESS COVER AND STAMPED STAND.
 NE0034'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0034
 NE0034                          STATION RECOVERY (2003)
 NE0034
 NE0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0050 ***********************************************************************
 NE0050  DESIGNATION -  901 4087 C 17 USLS
 NE0050  PID         -  NE0050
 NE0050  STATE/COUNTY-  MI/ST CLAIR
 NE0050  USGS QUAD   -  PORT HURON (1991)
 NE0050
 NE0050                         *CURRENT SURVEY CONTROL
 NE0050  ___________________________________________________________________
 NE0050* NAD 83(1986)-  42 56 54.     (N)    082 26 23.     (W)     SCALED    
 NE0050* NAVD 88     -       181.933  (meters)     596.89   (feet)  ADJUSTED  
 NE0050  ___________________________________________________________________
 NE0050  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0050  DYNAMIC HT  -         181.887 (meters)     596.74  (feet)  COMP
 NE0050  MODELED GRAV-     980,365.1   (mgal)                       NAVD 88
 NE0050
 NE0050  VERT ORDER  -  FIRST     CLASS 0
 NE0050
 NE0050.The horizontal coordinates were scaled from a topographic map and have
 NE0050.an estimated accuracy of +/- 6 seconds.
 NE0050
 NE0050.The orthometric height was determined by differential leveling
 NE0050.and adjusted by the National Geodetic Survey in June 1991..
 NE0050.WARNING-Repeat measurements at this control monument indicate possible
 NE0050.vertical movement.
 NE0050
 NE0050.The geoid height was determined by GEOID03.
 NE0050
 NE0050.The dynamic height is computed by dividing the NAVD 88
 NE0050.geopotential number by the normal gravity value computed on the
 NE0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0050.degrees latitude (g = 980.6199 gals.).
 NE0050
 NE0050.The modeled gravity was interpolated from observed gravity values.
 NE0050
 NE0050;                    North         East    Units  Estimated Accuracy
 NE0050;SPC MI S     -   162,680.    4,157,230.      MT  (+/- 180 meters Scaled)
 NE0050
 NE0050                          SUPERSEDED SURVEY CONTROL
 NE0050
 NE0050  NGVD 29 (??/??/??)  182.051  (m)          597.28   (f) ADJUSTED    1 0
 NE0050
 NE0050.Superseded values are not recommended for survey control.
 NE0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0050.See file dsdata.txt to determine how the superseded data were derived.
 NE0050
 NE0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH825560(NAD 83)
 NE0050_MARKER: DD = SURVEY DISK
 NE0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0050_PROJECTION: RECESSED 15 CENTIMETERS
 NE0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0050+STABILITY: SURFACE MOTION
 NE0050
 NE0050  HISTORY     - Date     Condition        Report By
 NE0050  HISTORY     - 1929     MONUMENTED       USLS
 NE0050  HISTORY     - 1970     GOOD             USLS
 NE0050  HISTORY     - 1980     GOOD             NGS
 NE0050  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0050
 NE0050                          STATION DESCRIPTION
 NE0050
 NE0050'DESCRIBED BY US LAKE SURVEY 1970
 NE0050'AT PORT HURON.
 NE0050'C 17 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0050'RIVER SIDE OF MILITARY STREET, 510 FEET NORTH OF NORTH LINE OF
 NE0050'SIXTEENTH STREET, BETWEEN RESIDENCES AT 2984 AND 2990, 13.3 FEET
 NE0050'DOWNRIVER FROM A CATCHBASIN, 1.1 FEET TOWARD RIVER FROM THE
 NE0050'STREET CURB, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 NE0050'OVER CROSS ON BRONZE DISC SET INTO TOP OF A CONCRETE MONUMENT
 NE0050'NOTE-- PREV. DESIG. BM G 17 1929
 NE0050
 NE0050                          STATION RECOVERY (1980)
 NE0050
 NE0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0050'2.9 KILOMETERS (1.8 MILES) SOUTHSOUTHWEST ALONG STATE HIGHWAY 25
 NE0050'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, SET
 NE0050'SOUTHEAST OF THE SOUTHEAST CURB OF HIGHWAY 25 AND IN THE FRONT LAWN
 NE0050'OF HOUSE NUMBER 2984, ALSO 0.25 KILOMETERS (0.15 MILES) NORTHEAST OF
 NE0050'THE JUNCTION OF 16 TH STREET, 16.22 METERS (53.2 FEET) WEST OF THE
 NE0050'WEST CORNER OF THE CONCRETE BLOCK GARAGE OF HOUSE  NUMBER 2984, 6.63
 NE0050'METERS (21.7 FEET) NORTH OF POWER POLE 3989,
 NE0050'4.42 METERS (14.5 FEET) SOUTHWEST OF THE CENTER OF A 2X2 FOOT METAL
 NE0050'CATCH BASIN IN HIGHWAY 25, AND 0.19 METERS (0.62 FEET) SOUTHEAST OF
 NE0050'THE EDGE OF THE SOUTHEAST CURB OF HIGHWAY 25.
 NE0050'THE MARK IS 0.1 M BELOW GROUND.
 NE0050
 NE0050                          STATION RECOVERY (2002)
 NE0050
 NE0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0050'SUSPECT MARK DESTROYED DURING SEWER REPLACEMENT IN PORT HURON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9132 ***********************************************************************
 AC9132  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9132  DESIGNATION -  901 4087 F
 AC9132  PID         -  AC9132
 AC9132  STATE/COUNTY-  MI/ST CLAIR
 AC9132  USGS QUAD   -  PORT HURON (1991)
 AC9132
 AC9132                         *CURRENT SURVEY CONTROL
 AC9132  ___________________________________________________________________
 AC9132* NAD 83(1986)-  42 56 57.     (N)    082 26 29.     (W)     SCALED    
 AC9132* NAVD 88     -       182.197  (meters)     597.76   (feet)  ADJUSTED  
 AC9132  ___________________________________________________________________
 AC9132  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AC9132  DYNAMIC HT  -         182.151 (meters)     597.61  (feet)  COMP
 AC9132  MODELED GRAV-     980,365.2   (mgal)                       NAVD 88
 AC9132
 AC9132  VERT ORDER  -  SECOND    CLASS I
 AC9132
 AC9132.The horizontal coordinates were scaled from a topographic map and have
 AC9132.an estimated accuracy of +/- 6 seconds.
 AC9132
 AC9132.The orthometric height was determined by differential leveling
 AC9132.and adjusted by the National Geodetic Survey in October 1997..
 AC9132
 AC9132.This Tidal Bench Mark is designated as VM 12995
 AC9132.by the Center for Operational Oceanographic Products and Services.
 AC9132
 AC9132.The geoid height was determined by GEOID03.
 AC9132
 AC9132.The dynamic height is computed by dividing the NAVD 88
 AC9132.geopotential number by the normal gravity value computed on the
 AC9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9132.degrees latitude (g = 980.6199 gals.).
 AC9132
 AC9132.The modeled gravity was interpolated from observed gravity values.
 AC9132
 AC9132;                    North         East    Units  Estimated Accuracy
 AC9132;SPC MI S     -   162,770.    4,157,090.      MT  (+/- 180 meters Scaled)
 AC9132
 AC9132                          SUPERSEDED SURVEY CONTROL
 AC9132
 AC9132.No superseded survey control is available for this station.
 AC9132
 AC9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH824561(NAD 83)
 AC9132_MARKER: DB = BENCH MARK DISK
 AC9132_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9132_STAMPING: 4087 F 1990
 AC9132_MARK LOGO: NOS   
 AC9132_PROJECTION: FLUSH
 AC9132_MAGNETIC: I = MARKER IS A STEEL ROD
 AC9132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9132_ROD/PIPE-DEPTH: 11.0 meters
 AC9132
 AC9132  HISTORY     - Date     Condition        Report By
 AC9132  HISTORY     - 1990     MONUMENTED       NOS
 AC9132  HISTORY     - 19941025 GOOD             NOS
 AC9132  HISTORY     - 19951102 GOOD             NOS
 AC9132  HISTORY     - 19990703 GOOD             USPSQD
 AC9132  HISTORY     - 20020505 GOOD             USPSQD
 AC9132
 AC9132                          STATION DESCRIPTION
 AC9132
 AC9132'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9132'BM 4087 F IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE
 AC9132'NORTHWEST CORNER, NEAR THE INTERSECTION OF 16TH STREET AND ELECTRIC
 AC9132'AVENUE, 27.6 METERS (90.6 FT) EAST-NORTHEAST OF THE CENTERLINE OF 16TH
 AC9132'STREET, 25.6 METERS (84.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 AC9132'ELECTRIC AVENUE, 73.1 FT (22.3 M) EAST-SOUTHEAST OF LIGHT POLE NO.
 AC9132'1732Z057, 58.5 FT (17.8 M) WEST-NORTHWEST OF LIGHT POLE NO. 1732Z4059,
 AC9132'10.8 METERS (35.4 FT) NORTHEAST OF STEEL LIGHT POLE NUMBER 1732Z458,
 AC9132'BEING HIGHEST POINT OF STANDARD BENCHMARK DISC PROTECTED BY 4-INCH PVC
 AC9132'PIPE AND CAP WITH, CONCRETE KICKBLOCK.
 AC9132
 AC9132                          STATION RECOVERY (1995)
 AC9132
 AC9132'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9132'RECOVERED AS DESCRIBED.
 AC9132
 AC9132                          STATION RECOVERY (1999)
 AC9132
 AC9132'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9132'RECOVERED IN GOOD CONDITION.
 AC9132
 AC9132                          STATION RECOVERY (2002)
 AC9132
 AC9132'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 AC9132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0048 ***********************************************************************
 NE0048  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0048  DESIGNATION -  901 4087 GRATE BAR A
 NE0048  PID         -  NE0048
 NE0048  STATE/COUNTY-  MI/ST CLAIR
 NE0048  USGS QUAD   -  PORT HURON (1991)
 NE0048
 NE0048                         *CURRENT SURVEY CONTROL
 NE0048  ___________________________________________________________________
 NE0048* NAD 83(1986)-  42 56 43.     (N)    082 26 42.     (W)     SCALED    
 NE0048* NAVD 88     -       181.631  (meters)     595.90   (feet)  ADJUSTED  
 NE0048  ___________________________________________________________________
 NE0048  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0048  DYNAMIC HT  -         181.586 (meters)     595.75  (feet)  COMP
 NE0048  MODELED GRAV-     980,364.8   (mgal)                       NAVD 88
 NE0048
 NE0048  VERT ORDER  -  SECOND    CLASS I
 NE0048
 NE0048.The horizontal coordinates were scaled from a topographic map and have
 NE0048.an estimated accuracy of +/- 6 seconds.
 NE0048
 NE0048.The orthometric height was determined by differential leveling
 NE0048.and adjusted by the National Geodetic Survey in May 2000..
 NE0048.No vertical observational check was made to the station.
 NE0048
 NE0048.This Tidal Bench Mark is designated as VM 12992
 NE0048.by the Center for Operational Oceanographic Products and Services.
 NE0048
 NE0048.The geoid height was determined by GEOID03.
 NE0048
 NE0048.The dynamic height is computed by dividing the NAVD 88
 NE0048.geopotential number by the normal gravity value computed on the
 NE0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0048.degrees latitude (g = 980.6199 gals.).
 NE0048
 NE0048.The modeled gravity was interpolated from observed gravity values.
 NE0048
 NE0048;                    North         East    Units  Estimated Accuracy
 NE0048;SPC MI S     -   162,330.    4,156,810.      MT  (+/- 180 meters Scaled)
 NE0048
 NE0048                          SUPERSEDED SURVEY CONTROL
 NE0048
 NE0048  NAVD 88 (06/15/91)  181.633  (m)          595.91   (f) UNKNOWN     1 0
 NE0048  NGVD 29 (??/??/??)  181.752  (m)          596.30   (f) ADJUSTED    1 0
 NE0048
 NE0048.Superseded values are not recommended for survey control.
 NE0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0048.See file dsdata.txt to determine how the superseded data were derived.
 NE0048
 NE0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH821557(NAD 83)
 NE0048_MARKER: I = METAL ROD
 NE0048_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0048+WITH SETTING: INFORMATION.
 NE0048_PROJECTION: FLUSH
 NE0048_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0048+STABILITY: SURFACE MOTION
 NE0048_ROD/PIPE-DEPTH: 2.6  meters
 NE0048
 NE0048  HISTORY     - Date     Condition        Report By
 NE0048  HISTORY     - 1945     MONUMENTED       USLS
 NE0048  HISTORY     - 1970     GOOD             USLS
 NE0048  HISTORY     - 1980     GOOD             NGS
 NE0048  HISTORY     - 19941025 GOOD             NOS
 NE0048  HISTORY     - 19951102 GOOD             NOS
 NE0048  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0048
 NE0048                          STATION DESCRIPTION
 NE0048
 NE0048'DESCRIBED BY US LAKE SURVEY 1970
 NE0048'AT PORT HURON.
 NE0048'GRATE BAR A IS A PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON
 NE0048'THE SOUTHWEST SIDE OF MILITARY STREET, JUST SOUTHEAST OF A
 NE0048'DWELLING AT 1822 GRANT PLACE, 17.4 FEET NORTHEAST OF UTILITY
 NE0048'POLE NO. 6243, 10.6 FEET SOUTHWEST OF UTILITY POLE NO. 4819,
 NE0048'5.4 FEET NORTH OF 24-INCH ASH, 1.9 FEET SOUTHWEST OF SOUTHWEST
 NE0048'EDGE OF SIDEWALK, 1.7 FEET NORTH OF UTILITY POLE ANCHOR ROD,
 NE0048'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0048'1-1/4 INCH SQUARE STEEL BAR, 8-1/2 FEET LONG.  NOTE-- PREV.
 NE0048'DESIG. BM GRATE BAR A 1945.
 NE0048
 NE0048                          STATION RECOVERY (1980)
 NE0048
 NE0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0048'3.4 KILOMETER (2.1 MILES) SOUTH SOUTHWEST ALONG STATE HIGHWAY 25
 NE0048'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, THENCE
 NE0048'0.1 KILOMETER (0.05 MILE) SOUTHEAST ALONG GRANT STREET, SET IN THE
 NE0048'LAWN ON THE SOUTHEAST SIDE OF THE PROPERTY OF HOUSE NUMBER 1822 GRANT
 NE0048'STREET, 9.47 METERS (31.1 FEET) EAST OF THE EAST CORNER OF THE HOUSE,
 NE0048'3.35 METERS (11 FEET) SOUTHWEST OF POWER POLE 4819, 0.55 METERS
 NE0048'(1.8 FEET) NORTH OF THE BASE OF THE MOST NORTHERLY GUY WIRE (ONE OF
 NE0048'TWO) OF POWER POLE NUMBER 6243 AND IS IN THE LAWN OF THE PROPERTY,
 NE0048'NOTE, THIS MARK IS THE TOP OF AN 1 1/4-INCH SQUARE IRON BAR.
 NE0048'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0048
 NE0048                          STATION RECOVERY (1994)
 NE0048
 NE0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0048'GRATE BAR A IS A PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, 3.4
 NE0048'KILOMETER (2.10 MI) SOUTH SOUTHWEST ALONG STATE HIGHWAY 25 (MILITARY
 NE0048'STREET AND ELECTRIC AVENUE) FROM THE U.S.  POST OFFICE IN PORT HURON,
 NE0048'THENCE 0.1 KILOMETER (0.05 MI) SOUTHEAST ALONG GRANT PLACE, SET IN THE
 NE0048'LAWN ON THE SOUTHEAST SIDE OF THE PROPERTY OF HOUSE NUMBER 1822 GRANT
 NE0048'PLACE, 9.47 METERS (31.07 FT) EAST OF THE EAST CORNER OF THE HOUSE,
 NE0048'5.30 METERS (17.39 FT) NORTHEAST OF UTILITY POLE 6243, 3.22 METERS
 NE0048'(10.56 FT) SOUTHWEST OF POWER POLE 4819, 1.63 METERS (5.35 FT) NORTH
 NE0048'OF 24-INCH ASH, 0.58 METERS (1.90 FT) SOUTHWEST OF SOUTHWEST EDGE OF
 NE0048'SIDEWALK, 0.56 METERS (1.84 FT) NORTH OF THE BASE OF THE MOST
 NE0048'NORTHERLY GUY WIRE (ONE OF TWO) OF POWER POLE NUMBER 6243 AND IS IN
 NE0048'THE LAWN OF THE PROPERTY, NOTE, THIS MARK IS THE TOP OF AN 1 1/4-INCH
 NE0048'SQUARE IRON BAR, 2.59 METERS (8.50 FT) LONG.
 NE0048
 NE0048                          STATION RECOVERY (1995)
 NE0048
 NE0048'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0048'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS 6 INCHES BELOW GROUND
 NE0048'LEVEL.
 NE0048
 NE0048                          STATION RECOVERY (2002)
 NE0048
 NE0048'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0048'SUSPECT MARK DESTROYED DURING SEWER REPLACEMENT IN PORT HURON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0952 ***********************************************************************
 NE0952  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0952  DESIGNATION -  901 4087 MANHOLE USLS
 NE0952  PID         -  NE0952
 NE0952  STATE/COUNTY-  MI/ST CLAIR
 NE0952  USGS QUAD   -  PORT HURON (1991)
 NE0952
 NE0952                         *CURRENT SURVEY CONTROL
 NE0952  ___________________________________________________________________
 NE0952* NAD 83(1986)-  42 56 44.     (N)    082 26 39.     (W)     SCALED    
 NE0952* NAVD 88     -       180.961  (meters)     593.70   (feet)  ADJUSTED  
 NE0952  ___________________________________________________________________
 NE0952  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0952  DYNAMIC HT  -         180.916 (meters)     593.56  (feet)  COMP
 NE0952  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 NE0952
 NE0952  VERT ORDER  -  FIRST     CLASS II
 NE0952
 NE0952.The horizontal coordinates were scaled from a topographic map and have
 NE0952.an estimated accuracy of +/- 6 seconds.
 NE0952
 NE0952.The orthometric height was determined by differential leveling
 NE0952.and adjusted by the National Geodetic Survey in June 1991..
 NE0952
 NE0952.This Tidal Bench Mark is designated as VM 12997
 NE0952.by the Center for Operational Oceanographic Products and Services.
 NE0952
 NE0952.The geoid height was determined by GEOID03.
 NE0952
 NE0952.The dynamic height is computed by dividing the NAVD 88
 NE0952.geopotential number by the normal gravity value computed on the
 NE0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0952.degrees latitude (g = 980.6199 gals.).
 NE0952
 NE0952.The modeled gravity was interpolated from observed gravity values.
 NE0952
 NE0952;                    North         East    Units  Estimated Accuracy
 NE0952;SPC MI S     -   162,360.    4,156,870.      MT  (+/- 180 meters Scaled)
 NE0952
 NE0952                          SUPERSEDED SURVEY CONTROL
 NE0952
 NE0952  NGVD 29 (??/??/??)  181.080  (m)          594.09   (f) ADJUSTED    1 2
 NE0952
 NE0952.Superseded values are not recommended for survey control.
 NE0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0952.See file dsdata.txt to determine how the superseded data were derived.
 NE0952
 NE0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH821557(NAD 83)
 NE0952_MARKER: Q = CHISELED SQUARE
 NE0952_SETTING: 0 = UNSPECIFIED SETTING
 NE0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0952
 NE0952  HISTORY     - Date     Condition        Report By
 NE0952  HISTORY     - 1971     MONUMENTED       USLS
 NE0952  HISTORY     - 1980     GOOD             NGS
 NE0952  HISTORY     - 19940514 GOOD             USPSQD
 NE0952  HISTORY     - 20020505 GOOD             USPSQD
 NE0952
 NE0952                          STATION DESCRIPTION
 NE0952
 NE0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0952'3.4 KM SSW FROM PORT HURON.
 NE0952'3.4 KILOMETERS (2.15 MILES) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 25
 NE0952'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, AT THE
 NE0952'NORTH CORNER OF THE JUNCTION OF GRANT PLACE AND THE NORTH BOUND LANES
 NE0952'OF MILITARY STREET, A CHISELED SQUARE ON THE SOUTHEAST EDGE OF THE
 NE0952'RIM OF A MANHOLE COVER, 5.25 METERS (17.2 FEET) NORTHWEST OF THE
 NE0952'CENTER LINE OF MILITARY STREET, 2.36 METERS(7.75 FEET) NORTH OF THE
 NE0952'ROUNDED PORTION OF THE CURB, AND 0.244 METERS (0.8 FEET) SOUTHEAST
 NE0952'OF THE SOUTHEAST EDGE OF THE MILITARY STREET SIDEWALK AND ALMOST
 NE0952'IN LINE WITH THE NORTHEAST EDGE OF THE NORTHEAST GRANT PLACE SIDEWALK.
 NE0952'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0952
 NE0952                          STATION RECOVERY (1994)
 NE0952
 NE0952'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0952'RECOVERED IN GOOD CONDITION.
 NE0952
 NE0952                          STATION RECOVERY (2002)
 NE0952
 NE0952'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0952'CLOSEST HOUSE ADDRESS IS 3239 MILITARY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0054 ***********************************************************************
 NE0054  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0054  DESIGNATION -  901 4087 SCHOOL
 NE0054  PID         -  NE0054
 NE0054  STATE/COUNTY-  MI/ST CLAIR
 NE0054  USGS QUAD   -  PORT HURON (1991)
 NE0054
 NE0054                         *CURRENT SURVEY CONTROL
 NE0054  ___________________________________________________________________
 NE0054* NAD 83(1986)-  42 57 03.     (N)    082 26 27.     (W)     SCALED    
 NE0054* NAVD 88     -       185.098  (meters)     607.28   (feet)  ADJUSTED  
 NE0054  ___________________________________________________________________
 NE0054  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0054  DYNAMIC HT  -         185.051 (meters)     607.12  (feet)  COMP
 NE0054  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 NE0054
 NE0054  VERT ORDER  -  FIRST     CLASS 0
 NE0054
 NE0054.The horizontal coordinates were scaled from a topographic map and have
 NE0054.an estimated accuracy of +/- 6 seconds.
 NE0054
 NE0054.The orthometric height was determined by differential leveling
 NE0054.and adjusted by the National Geodetic Survey in June 1991..
 NE0054
 NE0054.This Tidal Bench Mark is designated as VM 12996
 NE0054.by the Center for Operational Oceanographic Products and Services.
 NE0054
 NE0054.The geoid height was determined by GEOID03.
 NE0054
 NE0054.The dynamic height is computed by dividing the NAVD 88
 NE0054.geopotential number by the normal gravity value computed on the
 NE0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0054.degrees latitude (g = 980.6199 gals.).
 NE0054
 NE0054.The modeled gravity was interpolated from observed gravity values.
 NE0054
 NE0054;                    North         East    Units  Estimated Accuracy
 NE0054;SPC MI S     -   162,950.    4,157,130.      MT  (+/- 180 meters Scaled)
 NE0054
 NE0054                          SUPERSEDED SURVEY CONTROL
 NE0054
 NE0054  NGVD 29 (??/??/??)  185.216  (m)          607.66   (f) ADJUSTED    1 0
 NE0054
 NE0054.Superseded values are not recommended for survey control.
 NE0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0054.See file dsdata.txt to determine how the superseded data were derived.
 NE0054
 NE0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH824563(NAD 83)
 NE0054_MARKER: B = BOLT
 NE0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0054_SP_SET: WATER TABLE
 NE0054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0054
 NE0054  HISTORY     - Date     Condition        Report By
 NE0054  HISTORY     - 1928     MONUMENTED       USLS
 NE0054  HISTORY     - 1970     GOOD             USLS
 NE0054  HISTORY     - 1980     GOOD             NGS
 NE0054  HISTORY     - 19941025 GOOD             NOS
 NE0054  HISTORY     - 19951102 GOOD             NOS
 NE0054  HISTORY     - 20020505 GOOD             USPSQD
 NE0054
 NE0054                          STATION DESCRIPTION
 NE0054
 NE0054'DESCRIBED BY US LAKE SURVEY 1970
 NE0054'AT PORT HURON.
 NE0054'SCHOOL IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, NEAR
 NE0054'THE INTERSECTION OF REID STREET AND ELECTRIC AVENUE, ON NORTHWEST
 NE0054'SIDE OF ELECTRIC AVENUE, UNDER FOURTH SET OF WINDOWS, 65.0 FEET
 NE0054'SOUTHWEST OF EAST CORNER AND IN SOUTHEAST FACE OF GRANT SCHOOL,
 NE0054'5.0 FEET SOUTHWEST OF A JOG IN BUILDING, 2-1/4 FEET ABOVE THE
 NE0054'GROUND, BEING HIGHEST POINT ON TOP OF A BRASS BOLT SET INTO
 NE0054'TOP OF A CONCRETE WATER TABLE.  NOTE-- PREV. DESIG. BM SCHOOL 1928
 NE0054
 NE0054                          STATION RECOVERY (1980)
 NE0054
 NE0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0054'IN PORT HURON, AT GRANT SCHOOL AT THE JUNCTION OF REID STREET AND
 NE0054'ELECTRIC AVENUE, THIS MARK IS A 3/16 BRASS BOLT SET IN TOP OF THE
 NE0054'CONCRETE FOUNDATION OF THE SCHOOL UNDER THE NORTHEAST END OF THE
 NE0054'4-TH SET OF WINDOWS SOUTHWEST OF THE NORTHEAST ENTRANCE DOORS TO THE
 NE0054'SCHOOL, 17.93 METERS (58.8 FEET) SOURTHWEST OF THE CENTER OF THE
 NE0054'NORTHEAST ENTRANCE DOORS OF THE SCHOOL, AND 0.24 METER (0.8 FOOT)
 NE0054'SOUTHWEST OF THE NORTHEAST CONCRETE FRAMING OF THE 4 TH SET OF
 NE0054'WINDOWS SOUTHWEST OF THE NORTHEAST ENTRANCE DOORS TO THE SCHOOL.
 NE0054'THE MARK IS 0.75 M ABOVE GROUND.
 NE0054
 NE0054                          STATION RECOVERY (1994)
 NE0054
 NE0054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0054'SCHOOL IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, AT GRANT SCHOOL,
 NE0054'AT THE JUNCTION OF REID STREET AND ELECTRIC AVENUE, THIS MARK IS A
 NE0054'3/16-INCH BRASS BOLT SET IN TOP OF THE CONCRETE WATER TABLE OF THE
 NE0054'SCHOOL, UNDER THE NORTHEAST END OF THE 4TH SET OF WINDOWS SOUTHWEST OF
 NE0054'THE SOUTHEAST ENTRANCE DOORS TO THE SCHOOL, 51.0 METERS (167.3 FT)
 NE0054'NORTHEAST OF MOST SOUTHERLY CORNER OF SCHOOL BUILDING, 35.9 METERS
 NE0054'(117.8 FT) SOUTHWEST OF MOST NORTHEASTERN CORNER OF SCHOOL BUILDING,
 NE0054'17.93 METERS (58.83 FT) SOUTHWEST OF THE CENTER OF THE SOUTHEAST
 NE0054'ENTRANCE DOORS OF THE SCHOOL, 0.69 METER (2.26 FT) ABOVE GROUND.
 NE0054
 NE0054                          STATION RECOVERY (1995)
 NE0054
 NE0054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0054'RECOVERED AS DESCRIBED.
 NE0054
 NE0054                          STATION RECOVERY (2002)
 NE0054
 NE0054'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0054'WHITE ARROW ON WINDOW LEDGE POINTS DOWN TO MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0049 ***********************************************************************
 NE0049  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0049  DESIGNATION -  901 4087 STEP
 NE0049  PID         -  NE0049
 NE0049  STATE/COUNTY-  MI/ST CLAIR
 NE0049  USGS QUAD   -  PORT HURON (1991)
 NE0049
 NE0049                         *CURRENT SURVEY CONTROL
 NE0049  ___________________________________________________________________
 NE0049* NAD 83(1986)-  42 56 43.     (N)    082 26 38.     (W)     SCALED    
 NE0049* NAVD 88     -       178.801  (meters)     586.62   (feet)  ADJUSTED  
 NE0049  ___________________________________________________________________
 NE0049  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0049  DYNAMIC HT  -         178.755 (meters)     586.47  (feet)  COMP
 NE0049  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 NE0049
 NE0049  VERT ORDER  -  FIRST     CLASS 0
 NE0049
 NE0049.The horizontal coordinates were scaled from a topographic map and have
 NE0049.an estimated accuracy of +/- 6 seconds.
 NE0049
 NE0049.The orthometric height was determined by differential leveling
 NE0049.and adjusted by the National Geodetic Survey in October 1997..
 NE0049.WARNING-Repeat measurements at this control monument indicate possible
 NE0049.vertical movement.
 NE0049
 NE0049.This Tidal Bench Mark is designated as VM 12991
 NE0049.by the Center for Operational Oceanographic Products and Services.
 NE0049
 NE0049.The geoid height was determined by GEOID03.
 NE0049
 NE0049.The dynamic height is computed by dividing the NAVD 88
 NE0049.geopotential number by the normal gravity value computed on the
 NE0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0049.degrees latitude (g = 980.6199 gals.).
 NE0049
 NE0049.The modeled gravity was interpolated from observed gravity values.
 NE0049
 NE0049;                    North         East    Units  Estimated Accuracy
 NE0049;SPC MI S     -   162,330.    4,156,900.      MT  (+/- 180 meters Scaled)
 NE0049
 NE0049                          SUPERSEDED SURVEY CONTROL
 NE0049
 NE0049  NAVD 88 (06/15/91)  178.821  (m)          586.68   (f) UNKNOWN     1 0
 NE0049  NGVD 29 (??/??/??)  178.940  (m)          587.07   (f) ADJUSTED    1 0
 NE0049
 NE0049.Superseded values are not recommended for survey control.
 NE0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0049.See file dsdata.txt to determine how the superseded data were derived.
 NE0049
 NE0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH822557(NAD 83)
 NE0049_MARKER: Q = CHISELED SQUARE
 NE0049_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0049_SP_SET: STEPS
 NE0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0049
 NE0049  HISTORY     - Date     Condition        Report By
 NE0049  HISTORY     - 1967     MONUMENTED       USLS
 NE0049  HISTORY     - 1970     GOOD             USLS
 NE0049  HISTORY     - 1980     GOOD             NGS
 NE0049  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0049  HISTORY     - 19941025 GOOD             NOS
 NE0049  HISTORY     - 19951102 GOOD             NOS
 NE0049  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0049
 NE0049                          STATION DESCRIPTION
 NE0049
 NE0049'DESCRIBED BY US LAKE SURVEY 1970
 NE0049'AT PORT HURON.
 NE0049'STEP IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON RIVER
 NE0049'SIDE OF MILITARY STREET, NEAR NORTHEASTERLY SIDE OF DWELLING
 NE0049'AT 3300 MILITARY STREET, 4.2 FEET NORTHEAST OF MOST NORTHEAST
 NE0049'FACE OF THE DWELLING, BEING HIGHEST POINT IN A 1-INCH SQUARE
 NE0049'FORMED BY FOUR CHISELED LINES CUT IN TOP OF THE HIGHEST OF
 NE0049'THREE CONCRETE STEPS.  NOTE-- PREV. DESIG. BM STEP 1967
 NE0049
 NE0049                          STATION RECOVERY (1980)
 NE0049
 NE0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0049'3.4 KILOMETERS (2.1 MILES) SOUTHSOUTHWEST ALONG STATE HIGHWAY 25
 NE0049'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, THE MARK
 NE0049'IS LOCATED AT 3300 MILITARY STREET ( HIGHWAY 25) AND IS THE HIGHEST
 NE0049'POINT OF A 1 INCH CHISELED SQUARE AT THE EAST CORNER OF THE TOP STEP
 NE0049'ON THE NORTHEAST SIDE OF THE HOUSE, DIRECTLY ACROSS HIGHWAY 25 FROM
 NE0049'THE JUNCTION OF GRANT STREET, AND 1.28 METERS (4.2 FEET) NORTHEAST
 NE0049'OF THE NORTHEAST FACE OF THE HOUSE.
 NE0049'THE MARK IS 0.3 M BELOW HIGHWAY.
 NE0049
 NE0049                          STATION RECOVERY (1994)
 NE0049
 NE0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0049'MARK NOT FOUND.
 NE0049
 NE0049                          STATION RECOVERY (1994)
 NE0049
 NE0049'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0049'STEP IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, 3.4 KILOMETERS
 NE0049'(2.10 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 25 (MILITARY STREET AND
 NE0049'ELECTRIC AVENUE) FROM THE U.S.  POST OFFICE IN PORT HURON, AT THE
 NE0049'T-JUNCTION OF THE NORTH BOUND LANES OF HIGHWAY 25 (MILITARY STREET)
 NE0049'AND GRANT PLACE, THE MARK IS LOCATED AT 3300 MILITARY STREET AND IS
 NE0049'THE HIGHEST POINT OF A 1-INCH CHISELED SQUARE AT THE EAST CORNER OF
 NE0049'THE TOP STEP ON THE NORTHEAST SIDE OF THE HOUSE, DIRECTLY ACROSS
 NE0049'HIGHWAY 25 (MILITARY STREET) FROM THE JUNCTION OF GRANT PLACE, AND
 NE0049'1.28 METERS (4.20 FT) NORTHEAST OF THE NORTHEAST FACE OF THE HOUSE.
 NE0049
 NE0049                          STATION RECOVERY (1995)
 NE0049
 NE0049'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0049'RECOVERED AS DESCRIBED.
 NE0049
 NE0049                          STATION RECOVERY (2002)
 NE0049
 NE0049'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0049'CEMENT STEP IS ERODED WHERE MARK WOULD HAVE BEEN-NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0055 ***********************************************************************
 NE0055  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0055  DESIGNATION -  901 4087 WALL
 NE0055  PID         -  NE0055
 NE0055  STATE/COUNTY-  MI/ST CLAIR
 NE0055  USGS QUAD   -  PORT HURON (1991)
 NE0055
 NE0055                         *CURRENT SURVEY CONTROL
 NE0055  ___________________________________________________________________
 NE0055* NAD 83(1986)-  42 56 56.     (N)    082 26 17.     (W)     SCALED    
 NE0055* NAVD 88     -       182.125  (meters)     597.52   (feet)  ADJUSTED  
 NE0055  ___________________________________________________________________
 NE0055  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0055  DYNAMIC HT  -         182.079 (meters)     597.37  (feet)  COMP
 NE0055  MODELED GRAV-     980,365.2   (mgal)                       NAVD 88
 NE0055
 NE0055  VERT ORDER  -  FIRST     CLASS 0
 NE0055
 NE0055.The horizontal coordinates were scaled from a topographic map and have
 NE0055.an estimated accuracy of +/- 6 seconds.
 NE0055
 NE0055.The orthometric height was determined by differential leveling
 NE0055.and adjusted by the National Geodetic Survey in June 1991..
 NE0055
 NE0055.This Tidal Bench Mark is designated as VM 12994
 NE0055.by the Center for Operational Oceanographic Products and Services.
 NE0055
 NE0055.The geoid height was determined by GEOID03.
 NE0055
 NE0055.The dynamic height is computed by dividing the NAVD 88
 NE0055.geopotential number by the normal gravity value computed on the
 NE0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0055.degrees latitude (g = 980.6199 gals.).
 NE0055
 NE0055.The modeled gravity was interpolated from observed gravity values.
 NE0055
 NE0055;                    North         East    Units  Estimated Accuracy
 NE0055;SPC MI S     -   162,740.    4,157,360.      MT  (+/- 180 meters Scaled)
 NE0055
 NE0055                          SUPERSEDED SURVEY CONTROL
 NE0055
 NE0055  NGVD 29 (??/??/??)  182.244  (m)          597.91   (f) ADJUSTED    1 0
 NE0055
 NE0055.Superseded values are not recommended for survey control.
 NE0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0055.See file dsdata.txt to determine how the superseded data were derived.
 NE0055
 NE0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH826561(NAD 83)
 NE0055_MARKER: B = BOLT
 NE0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0055_SP_SET: WALL
 NE0055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0055
 NE0055  HISTORY     - Date     Condition        Report By
 NE0055  HISTORY     - 1928     MONUMENTED       USLS
 NE0055  HISTORY     - 1970     GOOD             USLS
 NE0055  HISTORY     - 1980     GOOD             NGS
 NE0055  HISTORY     - 19941025 GOOD             NOS
 NE0055  HISTORY     - 20020505 GOOD             USPSQD
 NE0055
 NE0055                          STATION DESCRIPTION
 NE0055
 NE0055'DESCRIBED BY US LAKE SURVEY 1970
 NE0055'AT PORT HURON.
 NE0055'WALL IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, OPPOSITE
 NE0055'RESIDENCE AT NO. 2949 MILITARY STREET, 95 FEET DOWNRIVER FROM
 NE0055'UPRIVER END OF RETAINING WALL, 72 FEET DOWNRIVER FROM DRIVEWAY
 NE0055'THROUGH THE WALL, 65 FEET UPRIVER FROM A FLIGHT OF STEPS,
 NE0055'46 FEET SOUTHEAST OF MILITARY STREET CURB, 34.2 FEET SOUTH OF A
 NE0055'UTILITY POLE, BEING HIGHEST POINT ON TOP OF WESTERLY OF TWO IRON
 NE0055'BOLTS SET IN THE TOP OF THE CONCRETE RETAINING WALL, SURROUNDED
 NE0055'BY A 4 INCH SQUARE CUT IN THE CONCRETE.  NOTE-- PREV. DESIG. BM
 NE0055'WALL 1928
 NE0055
 NE0055                          STATION RECOVERY (1980)
 NE0055
 NE0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0055'2.7 KILOMETERS (1.7 MILES) SOUTHSOUTHWEST ALONG STATE HIGHWAY 25
 NE0055'(MILITARY STREET) FROM THE U.S. POST OFFICE IN PORT HURON, THIS MARK
 NE0055'IS THE HIGHEST POINT OF THE TOP OF THE WEST ONE OF TWO 1 INCH IRON
 NE0055'BOLTS IN TOP OF A LARGE CONCRETE RETAINING WALL ON THE SOUTHEAST SIDE
 NE0055'OF THE HIGHWAY, DIRECTLY ACROSS THE HIGHWAY FROM HOUSE NUMBER 2949,
 NE0055'26.22 METERS (86 FEET) EAST OF THE NORTH CORNER OF THE CONCRETE BLOCK
 NE0055'GARAGE OF HOUSE NUMBER 2964, 22.1 METERS (72.5 FEET) SOUTHWEST OF
 NE0055'THE NORTHEAST END OF THE RETAINING WALL, AND 18.11 METERS (59.4 FEET)
 NE0055'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 NE0055'THE MARK IS 0.18 M ABOVE GROUND.
 NE0055
 NE0055                          STATION RECOVERY (1994)
 NE0055
 NE0055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0055'WALL IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, 2.7 KILOMETERS
 NE0055'(1.65 MI) SOUTH-SOUTHWEST ALONG STATE HIGHWAY 25 (MILITARY STREET AND
 NE0055'ELECTRIC AVENUE) FROM THE U.S.  POST OFFICE IN PORT HURON, THIS MARK
 NE0055'IS THE HIGHEST POINT OF THE TOP OF THE WEST ONE OF TWO 1 INCH IRON
 NE0055'BOLTS IN TOP OF A LARGE CONCRETE RETAINING WALL ON THE SOUTHEAST SIDE
 NE0055'OF HIGHWAY 25 NORTH (MILITARY STREET) , DIRECTLY ACROSS THE HIGHWAY
 NE0055'FROM HOUSE NUMBER 2949, 26.22 METERS (86.02 FT) EAST OF THE NORTH
 NE0055'CORNER OF THE CONCRETE BLOCK GARAGE OF HOUSE NUMBER 2964, 22.1 METERS
 NE0055'(72.5 FT) SOUTHWEST OF THE NORTHEAST END (DRIVEWAY) OF THE RETAINING
 NE0055'WALL, AND 18.11 METERS (59.42 FT) SOUTHEAST OF THE CENTER LINE OF THE
 NE0055'HIGHWAY 25.
 NE0055
 NE0055                          STATION RECOVERY (2002)
 NE0055
 NE0055'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0955 ***********************************************************************
 NE0955  CBN         -  This is a Cooperative Base Network Control Station.
 NE0955  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0955  DESIGNATION -  901 4090 D
 NE0955  PID         -  NE0955
 NE0955  STATE/COUNTY-  MI/ST CLAIR
 NE0955  USGS QUAD   -  PORT HURON (1991)
 NE0955
 NE0955                         *CURRENT SURVEY CONTROL
 NE0955  ___________________________________________________________________
 NE0955* NAD 83(1994)-  42 58 27.61848(N)    082 25 06.80683(W)     ADJUSTED  
 NE0955* NAVD 88     -       177.848  (meters)     583.49   (feet)  ADJUSTED  
 NE0955  ___________________________________________________________________
 NE0955  X           -     616,666.002 (meters)                     COMP
 NE0955  Y           -  -4,633,143.086 (meters)                     COMP
 NE0955  Z           -   4,325,513.837 (meters)                     COMP
 NE0955  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 NE0955  ELLIP HEIGHT-         142.97  (meters)          (07/12/02) GPS OBS
 NE0955  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0955  DYNAMIC HT  -         177.804 (meters)     583.35  (feet)  COMP
 NE0955  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 NE0955
 NE0955  HORZ ORDER  -  B
 NE0955  VERT ORDER  -  FIRST     CLASS II
 NE0955  ELLP ORDER  -  FOURTH    CLASS II
 NE0955
 NE0955.The horizontal coordinates were established by GPS observations
 NE0955.and adjusted by the National Geodetic Survey in September 1995..
 NE0955
 NE0955.The orthometric height was determined by differential leveling
 NE0955.and adjusted by the National Geodetic Survey in June 1991..
 NE0955
 NE0955.This Tidal Bench Mark is designated as VM 13003
 NE0955.by the Center for Operational Oceanographic Products and Services.
 NE0955
 NE0955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0955
 NE0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0955
 NE0955.The ellipsoidal height was determined by GPS observations
 NE0955.and is referenced to NAD 83.
 NE0955
 NE0955.The geoid height was determined by GEOID03.
 NE0955
 NE0955.The dynamic height is computed by dividing the NAVD 88
 NE0955.geopotential number by the normal gravity value computed on the
 NE0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0955.degrees latitude (g = 980.6199 gals.).
 NE0955
 NE0955.The modeled gravity was interpolated from observed gravity values.
 NE0955
 NE0955;                    North         East     Units Scale Factor Converg.
 NE0955;SPC MI S     -   165,604.322 4,158,888.016   MT  0.99990809   +1 19 32.7
 NE0955;SPC MI S     -   543,321.27 13,644,645.72   iFT  0.99990809   +1 19 32.7
 NE0955;UTM  17      - 4,758,941.354   384,326.758   MT  0.99976461   -0 58 01.5
 NE0955
 NE0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0955!SPC MI S     -   0.99997758  x   0.99990809  =   0.99988567
 NE0955!UTM  17      -   0.99997758  x   0.99976461  =   0.99974219
 NE0955
 NE0955                          SUPERSEDED SURVEY CONTROL
 NE0955
 NE0955  ELLIP H (09/20/95)  142.97   (m)                       GP(       ) 1 2
 NE0955  NAVD 88 (09/20/95)  177.85   (m)          583.5    (f) LEVELING    3  
 NE0955  NGVD 29 (??/??/??)  177.964  (m)          583.87   (f) ADJUSTED    1 2
 NE0955
 NE0955.Superseded values are not recommended for survey control.
 NE0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0955.See file dsdata.txt to determine how the superseded data were derived.
 NE0955
 NE0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8432758941(NAD 83)
 NE0955_MARKER: DB = BENCH MARK DISK
 NE0955_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0955_SP_SET: WALKWAY
 NE0955_STAMPING: 4090 D 1977
 NE0955_MARK LOGO: NOS   
 NE0955_PROJECTION: FLUSH
 NE0955_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0955+STABILITY: SURFACE MOTION
 NE0955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0955+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 NE0955
 NE0955  HISTORY     - Date     Condition        Report By
 NE0955  HISTORY     - 1977     MONUMENTED       NOS
 NE0955  HISTORY     - 1980     GOOD             NGS
 NE0955  HISTORY     - 19931109 GOOD             NOS
 NE0955  HISTORY     - 19931115 GOOD             USDA
 NE0955  HISTORY     - 19940325 GOOD             MIDT
 NE0955  HISTORY     - 19940514 GOOD             USPSQD
 NE0955  HISTORY     - 19940520 GOOD             NGS
 NE0955  HISTORY     - 19941115 GOOD             LOCENG
 NE0955  HISTORY     - 19951028 GOOD             NOS
 NE0955  HISTORY     - 19970705 GOOD             USPSQD
 NE0955  HISTORY     - 19980728 GOOD             OHM
 NE0955  HISTORY     - 19990703 GOOD             USPSQD
 NE0955  HISTORY     - 20011001 GOOD             MI-147
 NE0955  HISTORY     - 20021017 GOOD             ADVGEO
 NE0955  HISTORY     - 20030413 GOOD             USPSQD
 NE0955
 NE0955                          STATION DESCRIPTION
 NE0955
 NE0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0955'IN PORT HURON.
 NE0955'IN PORT HURON, ON THE SOUTHEAST CORNER OF THE PROPERTY OF THE SEWAGE
 NE0955'TREATMENT PLANT, SET IN THE CONCRETE WALKWAY ON THE WEST BANK OF THE
 NE0955'ST. CLAIR RIVER NEAR THE EXTENDED CENTER OF CLYDE STREET, 7.8 METERS
 NE0955'(25.6 FEET) SOUTHEAST OF A STEEL LIGHT POLE, AND 0.7 METER (2.3 FEET)
 NE0955'NORTHWEST OF THE SOUTHEAST CORNER OF THE WALKWAY.
 NE0955'THE MARK IS ABOVE LEVEL WITH WALKWAY.
 NE0955
 NE0955                          STATION RECOVERY (1993)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (KLD)
 NE0955'BM 4090 D IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON THE
 NE0955'SOUTHEAST CORNER OF THE PROPERTY OF THE SEWAGE TREATMENT PLANT, SET IN
 NE0955'THE CONCRETE WALKWAY ON THE WEST BANK OF THE ST.  CLAIR RIVER NEAR THE
 NE0955'EXTENDED CENTER OF CLYDE STREET, 7.8 METERS (25.6 FT) SOUTHEAST OF A
 NE0955'STEEL LIGHT POLE, AND 0.7 METER (2.3 FT) NORTHWEST OF THE SOUTHEAST
 NE0955'CORNER OF THE WALKWAY, BEING A STANDARD NOS DISC SET FLUSH WITH THE
 NE0955'CONCRETE..
 NE0955
 NE0955                          STATION RECOVERY (1993)
 NE0955
 NE0955'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE0955'STATION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP. IT
 NE0955'IS IN THE SOUTHWEST 1/4 OF SECTION 11, T-6-N, R-17-E, PORT HURON
 NE0955'TOWNSHIP AND IN THE CITY OF PORT HURON AT THE SOUTHEAST CORNER OF THE
 NE0955'SEWAGE DISPOSAL PLANT.  TO REACH FROM THE POST OFFICE AT PORT HURON,
 NE0955'GO 0.4 MI (0.6 KM) NORTH ALONG MILITARY STREET (INTERSTATE HIGHWAY 94
 NE0955'BUSINESS LOOP) CROSSING THE RIVER.  CONTINUE NORTH FOR 0.1 MI (0.2 KM)
 NE0955'TO A CROSSROAD, MCMORRAN STREET.  TURN RIGHT GO EAST FOR 0.2 MI (0.3
 NE0955'KM) TO A T-INTERSECTION, MERCHANT STREET.  TURN RIGHT GO SOUTH FOR 0.3
 NE0955'MI (0.5 KM) TO A ROAD ON RIGHT, CYLDE STREET AND A PARKING LOT TO THE
 NE0955'LEFT.  TURN LEFT INTO PARKING LOT AND GO TO THE END OF LOT AT RIVER
 NE0955'AND THE STATION AS DESCRIBED.  STATION IS A NATIONAL OCEAN SURVEY DISK
 NE0955'SET FLUSH IN THE TOP OF CONCRETE SIDEWALK, 25.6 FT (7.8 M) SOUTHEAST
 NE0955'FROM A STEEL LIGHT POLE, 2.7 FT (0.8 M) NORTHWEST FROM A CHAIN LINK
 NE0955'FENCE CORNER POST, AND 2.3 FT (0.7 M) NORTHWEST FROM THE SOUTHEAST
 NE0955'CORNER OF THE CONCRETE WALKWAY.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE0955'STATION IS LOCATED IN QUAD 420821, IN THE CITY OF PORT HURON, AT THE
 NE0955'EXTENDED CENTER OF CLYDE STREET AND THE ST CLAIR RIVER, AT THE
 NE0955'SOUTHEAST CORNER OF THE CITY OF PORT HURON SEWAGE TREATMENT PLANT, IN
 NE0955'T 6 N, R 17 E, HURON TOWNSHIP AND ON THE PORT HURON QUADRANGLE MAP.
 NE0955'OWNERSHIP--CITY OF PORT HURON.  TO REACH FROM THE CITY HALL IN PORT
 NE0955'HURON ON THE ST CLAIR RIVER AT THE JUNCTION OF MCMORRAN AND MERCHANT
 NE0955'STREET, GO SOUTH ON MERCHANT STREET FOR 0.3 MI (0.5 KM) TO A DRIVEWAY
 NE0955'AT THE SOUTH SIDE OF THE SEWAGE TREATMENT PLANT.  TURN LEFT, EAST, AND
 NE0955'GO 0.06 MI (0.10 KM) INTO THE PARKING LOT.  THE STATION IS AT THE
 NE0955'SOUTHEAST CORNER OF THE PARKING LOT.  STATION MARK IS A DISK SET IN A
 NE0955'4.6 M (15.1 FT) BY 3.0 M (9.8 FT) BY 0.23 M (0.75 FT) CONCRETE WALKWAY
 NE0955'ON THE WEST BANK OF THE ST CLAIR RIVER, ON THE SOUTHEAST CORNER OF THE
 NE0955'PROPERTY OF THE SEWAGE TREATMENT PLANT.  IT IS 7.8 M (25.6 FT)
 NE0955'SOUTHEAST OF A STEEL LIGHT POLE, 0.7 M (2.3 FT) NORTHWEST OF THE
 NE0955'SOUTHEAST CORNER OF THE WALKWAY, 0.6 M (2.0 FT) WEST OF A NORTH-SOUTH
 NE0955'METAL RAILING AND 0.55 M (1.80 FT) NORTH OF A EAST-WEST METAL RAILING.
 NE0955'THE STATION IS LEVEL WITH HEIGHT OF THE WALKWAY.
 NE0955
 NE0955                          STATION RECOVERY (1994)
 NE0955
 NE0955'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1995)
 NE0955
 NE0955'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1997)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (1998)
 NE0955
 NE0955'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (1999)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0955'RECOVERED IN GOOD CONDITION.
 NE0955
 NE0955                          STATION RECOVERY (2001)
 NE0955
 NE0955'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0955'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0955'SUBMITTED - FEBRUARY 21, 2002
 NE0955
 NE0955                          STATION RECOVERY (2002)
 NE0955
 NE0955'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 NE0955'RECOVERED AS DESCRIBED.
 NE0955
 NE0955                          STATION RECOVERY (2003)
 NE0955
 NE0955'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9136 ***********************************************************************
 AC9136  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9136  DESIGNATION -  901 4090 F
 AC9136  PID         -  AC9136
 AC9136  STATE/COUNTY-  MI/ST CLAIR
 AC9136  USGS QUAD   -  PORT HURON (1991)
 AC9136
 AC9136                         *CURRENT SURVEY CONTROL
 AC9136  ___________________________________________________________________
 AC9136* NAD 83(1986)-  42 58 28.     (N)    082 25 16.     (W)     SCALED    
 AC9136* NAVD 88     -       177.737  (meters)     583.13   (feet)  ADJUSTED  
 AC9136  ___________________________________________________________________
 AC9136  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AC9136  DYNAMIC HT  -         177.692 (meters)     582.98  (feet)  COMP
 AC9136  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 AC9136
 AC9136  VERT ORDER  -  SECOND    CLASS I
 AC9136
 AC9136.The horizontal coordinates were scaled from a topographic map and have
 AC9136.an estimated accuracy of +/- 6 seconds.
 AC9136
 AC9136.The orthometric height was determined by differential leveling
 AC9136.and adjusted by the National Geodetic Survey in October 1997..
 AC9136
 AC9136.This Tidal Bench Mark is designated as VM 13000
 AC9136.by the Center for Operational Oceanographic Products and Services.
 AC9136
 AC9136.The geoid height was determined by GEOID03.
 AC9136
 AC9136.The dynamic height is computed by dividing the NAVD 88
 AC9136.geopotential number by the normal gravity value computed on the
 AC9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9136.degrees latitude (g = 980.6199 gals.).
 AC9136
 AC9136.The modeled gravity was interpolated from observed gravity values.
 AC9136
 AC9136;                    North         East    Units  Estimated Accuracy
 AC9136;SPC MI S     -   165,610.    4,158,680.      MT  (+/- 180 meters Scaled)
 AC9136
 AC9136                          SUPERSEDED SURVEY CONTROL
 AC9136
 AC9136.No superseded survey control is available for this station.
 AC9136
 AC9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841589(NAD 83)
 AC9136_MARKER: DB = BENCH MARK DISK
 AC9136_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9136+WITH SETTING: PAVEMENT
 AC9136_SP_SET: FLAGPOLE FOUNDATION
 AC9136_STAMPING: 4090 F 1982
 AC9136_MARK LOGO: NOS   
 AC9136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9136+STABILITY: SURFACE MOTION
 AC9136
 AC9136  HISTORY     - Date     Condition        Report By
 AC9136  HISTORY     - 1982     MONUMENTED       NOS
 AC9136  HISTORY     - 19941024 GOOD             NOS
 AC9136  HISTORY     - 19951028 GOOD             NOS
 AC9136  HISTORY     - 19990703 GOOD             USPSQD
 AC9136  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 AC9136
 AC9136                          STATION DESCRIPTION
 AC9136
 AC9136'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9136'BM 4090 F IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON THE
 AC9136'SOUTHWEST SIDE OF QUAY STREET, AT THE U S COAST GUARD BOAT STATION, IN
 AC9136'THE CONCRETE FLAG POLE BASE, 9.95 METERS (32.64 FT) EAST-NORTHEAST OF
 AC9136'THE EAST BANK OF THE BLACK RIVER, 8.0 METERS (26.2 FT) SOUTHWEST OF
 AC9136'THE WEST FACE OF THE COAST GUARD BUILDING, 0.4 METERS (1.3 FT) SOUTH
 AC9136'OF THE SOUTHEAST CORNER OF FLAG POLE, BEING THE HIGHEST POINT OF
 AC9136'STANDARD NOS DISC 0.12 METER (0.39 FT) ABOVE THE SIDEWALK.
 AC9136
 AC9136                          STATION RECOVERY (1995)
 AC9136
 AC9136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9136'RECOVERED AS DESCRIBED.
 AC9136
 AC9136                          STATION RECOVERY (1999)
 AC9136
 AC9136'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9136'RECOVERED IN GOOD CONDITION.
 AC9136
 AC9136                          STATION RECOVERY (2003)
 AC9136
 AC9136'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AC9136'SUSPECT STATION IS DESTROYED, AS AREA WHERE EXISTED IS NOW A YACHT
 AC9136'BASIN FOR THE PORT HURON YACHT CLUB AND FLAG POLE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9137 ***********************************************************************
 AC9137  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9137  DESIGNATION -  901 4090 G
 AC9137  PID         -  AC9137
 AC9137  STATE/COUNTY-  MI/ST CLAIR
 AC9137  USGS QUAD   -  PORT HURON (1991)
 AC9137
 AC9137                         *CURRENT SURVEY CONTROL
 AC9137  ___________________________________________________________________
 AC9137* NAD 83(1986)-  42 58 57.     (N)    082 25 19.     (W)     SCALED    
 AC9137* NAVD 88     -       182.808  (meters)     599.76   (feet)  ADJUSTED  
 AC9137  ___________________________________________________________________
 AC9137  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AC9137  DYNAMIC HT  -         182.763 (meters)     599.61  (feet)  COMP
 AC9137  MODELED GRAV-     980,369.2   (mgal)                       NAVD 88
 AC9137
 AC9137  VERT ORDER  -  SECOND    CLASS I
 AC9137
 AC9137.The horizontal coordinates were scaled from a topographic map and have
 AC9137.an estimated accuracy of +/- 6 seconds.
 AC9137
 AC9137.The orthometric height was determined by differential leveling
 AC9137.and adjusted by the National Geodetic Survey in October 1997..
 AC9137
 AC9137.This Tidal Bench Mark is designated as VM 13005
 AC9137.by the Center for Operational Oceanographic Products and Services.
 AC9137
 AC9137.The geoid height was determined by GEOID03.
 AC9137
 AC9137.The dynamic height is computed by dividing the NAVD 88
 AC9137.geopotential number by the normal gravity value computed on the
 AC9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9137.degrees latitude (g = 980.6199 gals.).
 AC9137
 AC9137.The modeled gravity was interpolated from observed gravity values.
 AC9137
 AC9137;                    North         East    Units  Estimated Accuracy
 AC9137;SPC MI S     -   166,500.    4,158,590.      MT  (+/- 180 meters Scaled)
 AC9137
 AC9137                          SUPERSEDED SURVEY CONTROL
 AC9137
 AC9137.No superseded survey control is available for this station.
 AC9137
 AC9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840598(NAD 83)
 AC9137_MARKER: DB = BENCH MARK DISK
 AC9137_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC9137_SP_SET: FOUNDATION OPENING
 AC9137_STAMPING: 4090 G 1982
 AC9137_MARK LOGO: NOS   
 AC9137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9137+STABILITY: SURFACE MOTION
 AC9137
 AC9137  HISTORY     - Date     Condition        Report By
 AC9137  HISTORY     - 1982     MONUMENTED       NOS
 AC9137  HISTORY     - 19941024 GOOD             NOS
 AC9137  HISTORY     - 19951028 GOOD             NOS
 AC9137  HISTORY     - 19990703 GOOD             USPSQD
 AC9137  HISTORY     - 20030413 GOOD             USPSQD
 AC9137
 AC9137                          STATION DESCRIPTION
 AC9137
 AC9137'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9137'BM 4090 G IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE
 AC9137'NORTHEAST CORNER OF FORT AND BEERS STREETS, AT THE Y.M.C.A. BUILDING,
 AC9137'SET HORIZONTALLY INTO THE CONCRETE FOUNDATION OF A GRATED BASEMENT
 AC9137'OPENING, 16.20 METERS (53.15 FT) NORTH OF THE CENTERLINE OF BEERS
 AC9137'STREET, 5.85 METERS (19.19 FT) EAST-SOUTHEAST OF THE SOUTHWEST
 AC9137'CORNEROF BUILDING, 1.1 METERS (3.6 FT) SOUTH OF THE SOUTH FACE OF THE
 AC9137'BUILDING, BEING THE HIGHTEST POINT OVER A BRONZE DISC SET FLUSH INTO
 AC9137'THE CONCRETE, 0.18 METER (0.59 FT) ABOVE THE GROUND SURFACE.
 AC9137
 AC9137                          STATION RECOVERY (1995)
 AC9137
 AC9137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9137'RECOVERED AS DESCRIBED.
 AC9137
 AC9137                          STATION RECOVERY (1999)
 AC9137
 AC9137'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9137'RECOVERED IN GOOD CONDITION.
 AC9137
 AC9137                          STATION RECOVERY (2003)
 AC9137
 AC9137'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AC9137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0069 ***********************************************************************
 NE0069  DESIGNATION -  901 4090 GULF USLS
 NE0069  PID         -  NE0069
 NE0069  STATE/COUNTY-  MI/ST CLAIR
 NE0069  USGS QUAD   -  PORT HURON (1991)
 NE0069
 NE0069                         *CURRENT SURVEY CONTROL
 NE0069  ___________________________________________________________________
 NE0069* NAD 83(1986)-  42 58 28.     (N)    082 25 17.     (W)     SCALED    
 NE0069* NAVD 88     -       178.555  (meters)     585.81   (feet)  ADJUSTED  
 NE0069  ___________________________________________________________________
 NE0069  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0069  DYNAMIC HT  -         178.510 (meters)     585.66  (feet)  COMP
 NE0069  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 NE0069
 NE0069  VERT ORDER  -  FIRST     CLASS 0
 NE0069
 NE0069.The horizontal coordinates were scaled from a topographic map and have
 NE0069.an estimated accuracy of +/- 6 seconds.
 NE0069
 NE0069.The orthometric height was determined by differential leveling
 NE0069.and adjusted by the National Geodetic Survey in June 1991..
 NE0069
 NE0069.The geoid height was determined by GEOID03.
 NE0069
 NE0069.The dynamic height is computed by dividing the NAVD 88
 NE0069.geopotential number by the normal gravity value computed on the
 NE0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0069.degrees latitude (g = 980.6199 gals.).
 NE0069
 NE0069.The modeled gravity was interpolated from observed gravity values.
 NE0069
 NE0069;                    North         East    Units  Estimated Accuracy
 NE0069;SPC MI S     -   165,610.    4,158,660.      MT  (+/- 180 meters Scaled)
 NE0069
 NE0069                          SUPERSEDED SURVEY CONTROL
 NE0069
 NE0069  NGVD 29 (??/??/??)  178.671  (m)          586.19   (f) ADJUSTED    1 0
 NE0069
 NE0069.Superseded values are not recommended for survey control.
 NE0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0069.See file dsdata.txt to determine how the superseded data were derived.
 NE0069
 NE0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840589(NAD 83)
 NE0069_MARKER: Z = SEE DESCRIPTION
 NE0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0069_SP_SET: FOUNDATION
 NE0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0069
 NE0069  HISTORY     - Date     Condition        Report By
 NE0069  HISTORY     - 1955     MONUMENTED       USLS
 NE0069  HISTORY     - 1970     GOOD             USLS
 NE0069  HISTORY     - 1980     GOOD             NGS
 NE0069  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0069
 NE0069                          STATION DESCRIPTION
 NE0069
 NE0069'DESCRIBED BY US LAKE SURVEY 1970
 NE0069'AT PORT HURON.
 NE0069'GULF IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON NORTHERLY SIDE
 NE0069'OF BLACK RIVER, NEAR THE JUNCTION OF CLAIRMONT AND QUAY STREETS,
 NE0069'104.9 FEET NORTHEAST OF MOST SOUTHWESTERLY CORNER POST OF 8-FOOT
 NE0069'HIGH CYCLONE FENCE AROUND GULF REFINING COMPANY MARINA, 64 FEET
 NE0069'SOUTH OF CENTERLINE OF QUAY STREET, 37.5 FEET SOUTH OF UTILITY
 NE0069'POLE NO. J-7148, 15.3 FEET EAST OF WEST FACE OF CONCRETE DOCK,
 NE0069'ON SOUTHWEST CORNER OF CONCRETE BLOCK FOUNDATION OF MOST WESTERLY
 NE0069'OF TWO GREY SHEET IRON BUILDINGS, 1 FOOT ABOVE THE GROUND, BEING
 NE0069'HIGHEST POINT IN 1-INCH SQUARE FORMED BY TWO CHISELED LINES
 NE0069'AND TWO EDGES OF THE FOUNDATION.  NOTE-- PREV. DESIGN. BM GULF
 NE0069'1955.
 NE0069
 NE0069                          STATION RECOVERY (1980)
 NE0069
 NE0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0069'IN PORT HURON, 0.1 KILOMETER (0.05 MILE) WEST OF THE JUNCTION OF CLYDE
 NE0069'AND MERCHANT STREET, THIS MARK IS A 1 INCH CHISELED SQUARE FORMED BY
 NE0069'2 CHISELED LINES IN TOP OF THE SOUTHWEST CORNER OF A GRAY METAL
 NE0069'BUILDING AT THE NORTHEAST CORNER OF A SMALL INLET FOR BOAT DOCKING
 NE0069'ON THE SOUTH SIDE OF CLYDE STREET, 19.5 METERS (64 FEET) SOUTH OF THE
 NE0069'CENTER OF CLYDE STREET, 11.5 METERS (37.5 FEET) SOUTH OF POWER POLE
 NE0069'J 7148 WITH POWER LINES RUNNING INTO THE BUILDING, AND 4.66 METERS
 NE0069'(15.3 FEET) EAST OF THE WEST FACE OF THE CONCRETE BOAT DOCK.
 NE0069'THE MARK IS 0.3 M ABOVE GROUND.
 NE0069
 NE0069                          STATION RECOVERY (1983)
 NE0069
 NE0069'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9135 ***********************************************************************
 AC9135  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9135  DESIGNATION -  901 4090 H
 AC9135  PID         -  AC9135
 AC9135  STATE/COUNTY-  MI/ST CLAIR
 AC9135  USGS QUAD   -  PORT HURON (1991)
 AC9135
 AC9135                         *CURRENT SURVEY CONTROL
 AC9135  ___________________________________________________________________
 AC9135* NAD 83(1986)-  42 58 26.     (N)    082 25 13.     (W)     SCALED    
 AC9135* NAVD 88     -       177.543  (meters)     582.49   (feet)  ADJUSTED  
 AC9135  ___________________________________________________________________
 AC9135  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AC9135  DYNAMIC HT  -         177.499 (meters)     582.34  (feet)  COMP
 AC9135  MODELED GRAV-     980,368.2   (mgal)                       NAVD 88
 AC9135
 AC9135  VERT ORDER  -  SECOND    CLASS I
 AC9135
 AC9135.The horizontal coordinates were scaled from a topographic map and have
 AC9135.an estimated accuracy of +/- 6 seconds.
 AC9135
 AC9135.The orthometric height was determined by differential leveling
 AC9135.and adjusted by the National Geodetic Survey in October 1997..
 AC9135
 AC9135.This Tidal Bench Mark is designated as VM 12999
 AC9135.by the Center for Operational Oceanographic Products and Services.
 AC9135
 AC9135.The geoid height was determined by GEOID03.
 AC9135
 AC9135.The dynamic height is computed by dividing the NAVD 88
 AC9135.geopotential number by the normal gravity value computed on the
 AC9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9135.degrees latitude (g = 980.6199 gals.).
 AC9135
 AC9135.The modeled gravity was interpolated from observed gravity values.
 AC9135
 AC9135;                    North         East    Units  Estimated Accuracy
 AC9135;SPC MI S     -   165,550.    4,158,750.      MT  (+/- 180 meters Scaled)
 AC9135
 AC9135                          SUPERSEDED SURVEY CONTROL
 AC9135
 AC9135.No superseded survey control is available for this station.
 AC9135
 AC9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841588(NAD 83)
 AC9135_MARKER: DB = BENCH MARK DISK
 AC9135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9135_STAMPING: 4090 H 1992
 AC9135_PROJECTION: FLUSH
 AC9135_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9135_ROD/PIPE-DEPTH: 14.6 meters
 AC9135
 AC9135  HISTORY     - Date     Condition        Report By
 AC9135  HISTORY     - 1992     MONUMENTED       NOS
 AC9135  HISTORY     - 19941024 GOOD             NOS
 AC9135  HISTORY     - 19951028 GOOD             NOS
 AC9135  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 AC9135  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 AC9135
 AC9135                          STATION DESCRIPTION
 AC9135
 AC9135'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9135'BM 4090 H IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, IN THE
 AC9135'SOUTHWEST CORNER OF A BOAT SERVICE CENTER, NEAR THE RIVER BANK, 37.5
 AC9135'METERS (123.0 FT) SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE BOAT
 AC9135'SERVICE CENTER OFFICE, 16.3 METERS (53.5 FT) NORTH OF THE MIDDLE OF
 AC9135'TWO DOORS OF THE NOS WATER LEVEL STATION, 6.7 METERS (22.0 FT) EAST OF
 AC9135'THE EAST BANK OF THE BLACK RIVER, 2.1 METERS (6.9 FT) EAST-SOUTHEAST
 AC9135'OF CENTER OF LIGHTPOLE, BEING STANDARD NOS DISC CRIMPED ATOP A
 AC9135'STAINLESS STEEL ROD DRIVEN 14.6 METERS (47.9 FT) TO REFUSAL, AND
 AC9135'PROTECTED BY A 5-INCH PVC PIPE AND ALUMINUM ACCESS COVER WITH CONCRETE
 AC9135'KICKBLOCK FLUSH WITH THE GROUND.
 AC9135
 AC9135                          STATION RECOVERY (1995)
 AC9135
 AC9135'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9135'BM 4090 H IS IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, NEAR THE FOOT
 AC9135'OF QUAY STREET, ON THE NORTH SIDE AND AT THE MOUTH OF THE BLACK RIVER,
 AC9135'IN THE SOUTHEAST CORNER OF A BOAT SERVICE CENTER, JUST WEST OF THE OLD
 AC9135'RAILROAD LIFT BRIDGE, 37.5 METERS (123.0 FT) SOUTH-SOUTHEAST OF THE
 AC9135'SOUTH FACE OF THE BOAT SERVICE CENTER OFFICE, 16.3 METERS (53.5 FT)
 AC9135'NORTH OF THE MIDDLE OF TWO DOORS OF THE NOS WATER LEVEL STATION, 6.7
 AC9135'METERS (22.0 FT) EAST NORTHEAST OF THE NORTH BANK OF THE BLACK RIVER,
 AC9135'2.1 METERS (6.9 FT) EAST-SOUTHEAST OF CENTER OF LIGHTPOLE, BEING
 AC9135'STANDARD NOS DISC CRIMPED ATOP A STAINLESS STEEL ROD DRIVEN 14.6
 AC9135'METERS (47.9 FT) TO REFUSAL, AND PROTECTED BY A 5-INCH PVC PIPE AND
 AC9135'ALUMINUM ACCESS COVER WITH CONCRETE KICKBLOCK FLUSH WITH THE GROUND.
 AC9135
 AC9135                          STATION RECOVERY (1999)
 AC9135
 AC9135'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9135'MARK NOT FOUND.
 AC9135
 AC9135                          STATION RECOVERY (2003)
 AC9135
 AC9135'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AC9135'SUSPECT STATION IS DESTROYED, AS AREA WHERE EXISTED IS NOW A YACHT
 AC9135'BASIN FOR THE PORT HURON YACHT CLUB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2989 ***********************************************************************
 AI2989  TIDAL BM    -  This is a Tidal Bench Mark.
 AI2989  DESIGNATION -  901 4090 J
 AI2989  PID         -  AI2989
 AI2989  STATE/COUNTY-  MI/ST CLAIR
 AI2989  USGS QUAD   -  PORT HURON (1991)
 AI2989
 AI2989                         *CURRENT SURVEY CONTROL
 AI2989  ___________________________________________________________________
 AI2989* NAD 83(1986)-  42 58 30.     (N)    082 25 13.     (W)     SCALED    
 AI2989* NAVD 88     -       179.125  (meters)     587.68   (feet)  ADJUSTED  
 AI2989  ___________________________________________________________________
 AI2989  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AI2989  DYNAMIC HT  -         179.080 (meters)     587.53  (feet)  COMP
 AI2989  MODELED GRAV-     980,368.3   (mgal)                       NAVD 88
 AI2989
 AI2989  VERT ORDER  -  SECOND    CLASS I
 AI2989
 AI2989.The horizontal coordinates were scaled from a topographic map and have
 AI2989.an estimated accuracy of +/- 6 seconds.
 AI2989
 AI2989.The orthometric height was determined by differential leveling
 AI2989.and adjusted by the National Geodetic Survey in May 2000..
 AI2989.No vertical observational check was made to the station.
 AI2989
 AI2989.This Tidal Bench Mark is designated as VM 17276
 AI2989.by the Center for Operational Oceanographic Products and Services.
 AI2989
 AI2989.The geoid height was determined by GEOID03.
 AI2989
 AI2989.The dynamic height is computed by dividing the NAVD 88
 AI2989.geopotential number by the normal gravity value computed on the
 AI2989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2989.degrees latitude (g = 980.6199 gals.).
 AI2989
 AI2989.The modeled gravity was interpolated from observed gravity values.
 AI2989
 AI2989;                    North         East    Units  Estimated Accuracy
 AI2989;SPC MI S     -   165,680.    4,158,750.      MT  (+/- 180 meters Scaled)
 AI2989
 AI2989                          SUPERSEDED SURVEY CONTROL
 AI2989
 AI2989.No superseded survey control is available for this station.
 AI2989
 AI2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841590(NAD 83)
 AI2989_MARKER: DB = BENCH MARK DISK
 AI2989_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI2989_SP_SET: BUILDING BRICKWORK
 AI2989_STAMPING: 4090 J 1995
 AI2989_MARK LOGO: NOS   
 AI2989_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2989
 AI2989  HISTORY     - Date     Condition        Report By
 AI2989  HISTORY     - 1995     MONUMENTED       NOS
 AI2989  HISTORY     - 20030413 GOOD             USPSQD
 AI2989
 AI2989                          STATION DESCRIPTION
 AI2989
 AI2989'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AI2989'BM 4090 J LOCATED IN PORT HURON, MI, NEAR THE CORNER OF GRAND RIVER
 AI2989'ST. AND MERCHANT ST. ON THE EAST SIDE OF MERCHANT ST., SET VERTICALLY
 AI2989'IN THE WEST FACE AT THE NORTHWEST CORNER OF THE BRICKWORK OF THE
 AI2989'SEWAGE TREATMENT PLANT, 38.8 FT (11.8 M) EAST OF THE CENTERLINE OF
 AI2989'MERCHANT ST, 24.2 FT (7.4 M) SOUTH OF THE CENTERLINE OF A SIDEWALK
 AI2989'LEADING TO ENTRANCE OF THE PLANT OFFICE.  24.8 FT (7.6 M) WEST OF THE
 AI2989'CENTER OF DOORS TO PLANT ENTRANCE, 1.4 FT (0.4 M) SOUTH OF THE
 AI2989'NORTHWEST CORNER EDGE OF THE BUILDING, 3.15 FT (0.96 M) ABOVE THE
 AI2989'GROUND, SET VERTICALLY IN BRICK, STANDARD NOS DISK.
 AI2989
 AI2989                          STATION RECOVERY (2003)
 AI2989
 AI2989'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 AI2989'FOUND AT NORTHEAST INTERSECTION OF QUAY STREET AND MERCHANT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0074 ***********************************************************************
 NE0074  DESIGNATION -  901 4090 MERCHANT USLS
 NE0074  PID         -  NE0074
 NE0074  STATE/COUNTY-  MI/ST CLAIR
 NE0074  USGS QUAD   -  PORT HURON (1991)
 NE0074
 NE0074                         *CURRENT SURVEY CONTROL
 NE0074  ___________________________________________________________________
 NE0074* NAD 83(1986)-  42 58 29.     (N)    082 25 12.     (W)     SCALED    
 NE0074* NAVD 88     -       177.954  (meters)     583.84   (feet)  ADJUSTED  
 NE0074  ___________________________________________________________________
 NE0074  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0074  DYNAMIC HT  -         177.910 (meters)     583.69  (feet)  COMP
 NE0074  MODELED GRAV-     980,368.3   (mgal)                       NAVD 88
 NE0074
 NE0074  VERT ORDER  -  FIRST     CLASS 0
 NE0074
 NE0074.The horizontal coordinates were scaled from a topographic map and have
 NE0074.an estimated accuracy of +/- 6 seconds.
 NE0074
 NE0074.The orthometric height was determined by differential leveling
 NE0074.and adjusted by the National Geodetic Survey in June 1991..
 NE0074
 NE0074.The geoid height was determined by GEOID03.
 NE0074
 NE0074.The dynamic height is computed by dividing the NAVD 88
 NE0074.geopotential number by the normal gravity value computed on the
 NE0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0074.degrees latitude (g = 980.6199 gals.).
 NE0074
 NE0074.The modeled gravity was interpolated from observed gravity values.
 NE0074
 NE0074;                    North         East    Units  Estimated Accuracy
 NE0074;SPC MI S     -   165,640.    4,158,770.      MT  (+/- 180 meters Scaled)
 NE0074
 NE0074                          SUPERSEDED SURVEY CONTROL
 NE0074
 NE0074  NGVD 29 (??/??/92)  178.072  (m)          584.22   (f) ADJ UNCH    1 0
 NE0074
 NE0074.Superseded values are not recommended for survey control.
 NE0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0074.See file dsdata.txt to determine how the superseded data were derived.
 NE0074
 NE0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH842589(NAD 83)
 NE0074_MARKER: P = PIPE CAP
 NE0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0074
 NE0074  HISTORY     - Date     Condition        Report By
 NE0074  HISTORY     - 1970     MONUMENTED       USLS
 NE0074  HISTORY     - 1970     GOOD             USLS
 NE0074  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0074  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0074  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0074  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0074
 NE0074                          STATION DESCRIPTION
 NE0074
 NE0074'DESCRIBED BY US LAKE SURVEY 1970
 NE0074'AT PORT HURON.
 NE0074'MERCHANT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT THE PORT
 NE0074'HURON SEWAGE TREATMENT PLANT, ABOUT 150 FEET SOUTH OF OFFICE, 110.9
 NE0074'FEET SOUTHEAST OF SOUTHEAST BOLT ON A 8-FOOT HIGH STEEL POLE
 NE0074'ATTACHED TO A 15 FOOT DIAMETER CONCRETE POWER WELL, 99.7 FEET
 NE0074'SOUTH OF SOUTHWEST CORNER OF TREATMENT BUILDING, 79 FEET EAST
 NE0074'OF CENTERLINE OF MERCHANT STREET, 64.3 FEET NORTHEAST OF NORTHWEST
 NE0074'CYCLONE FENCE CORNER, 20.5 FEET NORTHWEST OF NORTHEAST INNER
 NE0074'CYCLONE FENCE CORNER, 20.3 FEET SOUTHWEST OF STEEL GATE POST,
 NE0074'20.3 FEET NORTHWEST OF NORTHWEST CORNER OF GREEN HOUSE TYPE
 NE0074'DRYING BED, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0074'POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0074'DIAMETER GALVANIZED STEEL PIPE, 27 FEET LONG.  THE PIPE IS
 NE0074'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 NE0074'BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE
 NE0074'GROUND SURFACE.  NOTE-- PREV. DESIG. BM MERCHANT 1970.
 NE0074
 NE0074                          STATION RECOVERY (1980)
 NE0074
 NE0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0074'NOT RECOVERED, THE AREA DESCRIBED IS NOW PAVED OVER, SUPERINTENDENT
 NE0074'OF PLANT CONFIRMED OUR FINDINGS.
 NE0074
 NE0074                          STATION RECOVERY (1994)
 NE0074
 NE0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0074'MARK NOT FOUND.
 NE0074
 NE0074                          STATION RECOVERY (1995)
 NE0074
 NE0074'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0074'MARK NOT FOUND.
 NE0074
 NE0074                          STATION RECOVERY (1997)
 NE0074
 NE0074'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0006 ***********************************************************************
 OJ0006  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0006  DESIGNATION -  901 4096 BOLT
 OJ0006  PID         -  OJ0006
 OJ0006  STATE/COUNTY-  MI/ST CLAIR
 OJ0006  USGS QUAD   -  LAKEPORT (1976)
 OJ0006
 OJ0006                         *CURRENT SURVEY CONTROL
 OJ0006  ___________________________________________________________________
 OJ0006* NAD 83(1986)-  43 00 12.     (N)    082 25 20.     (W)     SCALED    
 OJ0006* NAVD 88     -       179.804  (meters)     589.91   (feet)  ADJUSTED  
 OJ0006  ___________________________________________________________________
 OJ0006  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0006  DYNAMIC HT  -         179.760 (meters)     589.76  (feet)  COMP
 OJ0006  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 OJ0006
 OJ0006  VERT ORDER  -  FIRST     CLASS 0
 OJ0006
 OJ0006.The horizontal coordinates were scaled from a topographic map and have
 OJ0006.an estimated accuracy of +/- 6 seconds.
 OJ0006
 OJ0006.The orthometric height was determined by differential leveling
 OJ0006.and adjusted by the National Geodetic Survey in October 1997..
 OJ0006
 OJ0006.This Tidal Bench Mark is designated as VM 13009
 OJ0006.by the Center for Operational Oceanographic Products and Services.
 OJ0006
 OJ0006.The geoid height was determined by GEOID03.
 OJ0006
 OJ0006.The dynamic height is computed by dividing the NAVD 88
 OJ0006.geopotential number by the normal gravity value computed on the
 OJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0006.degrees latitude (g = 980.6199 gals.).
 OJ0006
 OJ0006.The modeled gravity was interpolated from observed gravity values.
 OJ0006
 OJ0006;                    North         East    Units  Estimated Accuracy
 OJ0006;SPC MI S     -   168,820.    4,158,520.      MT  (+/- 180 meters Scaled)
 OJ0006
 OJ0006                          SUPERSEDED SURVEY CONTROL
 OJ0006
 OJ0006  NAVD 88 (06/15/91)  179.807  (m)          589.92   (f) UNKNOWN     1 0
 OJ0006  NGVD 29 (??/??/??)  179.927  (m)          590.31   (f) ADJUSTED    1 0
 OJ0006
 OJ0006.Superseded values are not recommended for survey control.
 OJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0006.See file dsdata.txt to determine how the superseded data were derived.
 OJ0006
 OJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840621(NAD 83)
 OJ0006_MARKER: B = BOLT
 OJ0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0006_SP_SET: WAREHOUSE FOUNDATION
 OJ0006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0006
 OJ0006  HISTORY     - Date     Condition        Report By
 OJ0006  HISTORY     - 1960     MONUMENTED       USLS
 OJ0006  HISTORY     - 1970     GOOD             USLS
 OJ0006  HISTORY     - 1980     GOOD             NGS
 OJ0006  HISTORY     - 19941021 GOOD             NOS
 OJ0006
 OJ0006                          STATION DESCRIPTION
 OJ0006
 OJ0006'DESCRIBED BY US LAKE SURVEY 1970
 OJ0006'AT PORT HURON.
 OJ0006'BOLT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY
 OJ0006'OF THE DUNN PAPER COMPANY, ABOUT 225 FEET SOUTH OF LARGE WATER
 OJ0006'TANK, 151 FEET WEST OF DOCK WHICH FACES ST. CLAIR RIVER, OPPOSITE
 OJ0006'AN OPENING BETWEEN BUILDINGS WHICH PROVIDES ACCESS TO THE
 OJ0006'DOCK, 19.7 FEET NORTH OF SOUTHEAST CORNER OF THE ONE-STORY
 OJ0006'CONCRETE BLOCK WING OF A STORAGE BUILDING, 10.1 FEET NORTH OF
 OJ0006'NORTH SIDE OF A DOORWAY, 2 FEET ABOVE THE GROUND, CENTERED UNDER
 OJ0006'FOUR TIE RODS, ABOVE A ROUGH ARROW CHISELED IN THE CONCRETE
 OJ0006'FOUNDATION, BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER
 OJ0006'STEEL ANCHOR BOLT PROJECTING 0.1 FOOT FROM THE CONCRETE, BM BOLT
 OJ0006'(1960.)
 OJ0006
 OJ0006                          STATION RECOVERY (1980)
 OJ0006
 OJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0006'IN PORT HURON, ON THE PROPERTY OF THE DUNN PAPER COMPANY, SOUTHEAST
 OJ0006'AND ON THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR
 OJ0006'STREETS, THIS MARK IS A 1/2-INCH STEEL BOLT IN TOP OF THE CONCRETE
 OJ0006'FOUNDATION OF A CONCRETE BLOCK WAREHOUSE,  AND IS NORTH OF THE
 OJ0006'ENTRACE DOOR WHICH FACES THE RIVER AND BETWEEN A HIGH CONCRETE
 OJ0006'RETAINING WALL AND A LARGE METAL BUILDING FOR THE RIVER INTAKE
 OJ0006'PUMPHOUSE FOR THE PLANT, NOTE, A ROUGH CUT ARROW IS IN THE CONCRETE
 OJ0006'FOUNDATION BELOW THE BOLT. 68.6 METERS (225.0 FEET) SOUTH OF
 OJ0006'SOUTHEAST LEG OF THE WATER TANK, 46.0 METERS (151 FEET) WEST OF
 OJ0006'THE EAST EDGE OF THE CONCRETE DOCK ON THE RIVER, 15.25 METERS
 OJ0006'(50.0 FEET) WEST OF THE WEST FACE OF THE CONCRETE RETAINING WALL,
 OJ0006'2.4 METERS (8.0 FEET) NORTH OF THE NORTH SIDE OF THE ENTRANCE DOOR
 OJ0006'OF THE WAREHOUSE.
 OJ0006'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0006
 OJ0006                          STATION RECOVERY (1994)
 OJ0006
 OJ0006'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0006'BOLT IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, ON PROPERTY OF THE
 OJ0006'JAMES RIVER CORPORATION (FORMER DUNN PAPER COMPANY) , SOUTHEAST AND ON
 OJ0006'THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR STREETS,
 OJ0006'THIS MARK IS A 1/2-INCH STEEL BOLT IN TOP OF THE CONCRETE FOUNDATION
 OJ0006'OF A CONCRETE BLOCK WAREHOUSE, AND IS NORTH OF THE ENTRACE DOOR WHICH
 OJ0006'FACES THE RIVER AND BETWEEN A HIGH CONCRETE RETAINING WALL AND A LARGE
 OJ0006'METAL BUILDING FOR THE RIVER INTAKE PUMPHOUSE FOR THE PLANT, NOTE, A
 OJ0006'ROUGH CUT ARROW IS IN THE CONCRETE FOUNDATION BELOW THE BOLT.  68.6
 OJ0006'METERS (225.1 FT) SOUTH OF SOUTHEAST LEG OF THE WATER TANK, 46.0
 OJ0006'METERS (150.9 FT) OF THE EAST EDGE OF THE CONCRETE DOCK ON THE RIVER,
 OJ0006'15.25 METERS (50.03 FT) WEST OF THE WEST FACE OF THE CONCRETE
 OJ0006'RETAINING WALL, 2.4 METERS (7.9 FT) NORTH OF THE NORTH SIDE OF THE
 OJ0006'ENTRANCE DOOR OF THE WAREHOUSE.  1.7 FT (0.5 M) ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9139 ***********************************************************************
 AC9139  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9139  DESIGNATION -  901 4096 H
 AC9139  PID         -  AC9139
 AC9139  STATE/COUNTY-  MI/ST CLAIR
 AC9139  USGS QUAD   -  LAKEPORT (1976)
 AC9139
 AC9139                         *CURRENT SURVEY CONTROL
 AC9139  ___________________________________________________________________
 AC9139* NAD 83(1986)-  43 00 01.     (N)    082 25 29.     (W)     SCALED    
 AC9139* NAVD 88     -       178.573  (meters)     585.87   (feet)  ADJUSTED  
 AC9139  ___________________________________________________________________
 AC9139  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AC9139  DYNAMIC HT  -         178.530 (meters)     585.73  (feet)  COMP
 AC9139  MODELED GRAV-     980,373.0   (mgal)                       NAVD 88
 AC9139
 AC9139  VERT ORDER  -  SECOND    CLASS I
 AC9139
 AC9139.The horizontal coordinates were scaled from a topographic map and have
 AC9139.an estimated accuracy of +/- 6 seconds.
 AC9139
 AC9139.The orthometric height was determined by differential leveling
 AC9139.and adjusted by the National Geodetic Survey in October 1997..
 AC9139
 AC9139.This Tidal Bench Mark is designated as VM 13012
 AC9139.by the Center for Operational Oceanographic Products and Services.
 AC9139
 AC9139.The geoid height was determined by GEOID03.
 AC9139
 AC9139.The dynamic height is computed by dividing the NAVD 88
 AC9139.geopotential number by the normal gravity value computed on the
 AC9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9139.degrees latitude (g = 980.6199 gals.).
 AC9139
 AC9139.The modeled gravity was interpolated from observed gravity values.
 AC9139
 AC9139;                    North         East    Units  Estimated Accuracy
 AC9139;SPC MI S     -   168,470.    4,158,320.      MT  (+/- 180 meters Scaled)
 AC9139
 AC9139                          SUPERSEDED SURVEY CONTROL
 AC9139
 AC9139.No superseded survey control is available for this station.
 AC9139
 AC9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838618(NAD 83)
 AC9139_MARKER: DB = BENCH MARK DISK
 AC9139_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC9139+WITH SETTING: PAVEMENT
 AC9139_SP_SET: BASE FOR ANCHOR MONUMENT
 AC9139_STAMPING: 4096 H 1990
 AC9139_MARK LOGO: NOS   
 AC9139_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC9139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9139+STABILITY: SURFACE MOTION
 AC9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9139+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 AC9139
 AC9139  HISTORY     - Date     Condition        Report By
 AC9139  HISTORY     - 1990     MONUMENTED       NOS
 AC9139  HISTORY     - 19941021 GOOD             NOS
 AC9139  HISTORY     - 19951101 GOOD             NOS
 AC9139  HISTORY     - 19990703 GOOD             USPSQD
 AC9139  HISTORY     - 20020505 GOOD             USPSQD
 AC9139
 AC9139                          STATION DESCRIPTION
 AC9139
 AC9139'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC9139'THE BM IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON THE WEST SIDE
 AC9139'OF THE ST CLAIR RIVER, NEAR THE INTERSECTION OF ELMWOOD AND WRIGHT
 AC9139'STREETS, ABOUT 75 METERS (246.1 FT) NORTH OF THE BLUE WATER BRIDGE, ON
 AC9139'NORTHEAST CORNER OF THE JOHN S.  MARTIN ANCHOR MONUMENT, 27.4 METERS
 AC9139'(89.9 FT) EAST OF THE EAST CURB OF WRIGHT STREET, 14.6 METERS (47.9
 AC9139'FT) WEST OF THE WEST RAIL OF RAILROAD, 1.4 METERS (4.6 FT) NORTHEAST
 AC9139'OF THE CENTER OF THE ANCHOR MONUMENT, BEING DISC SET FLUSH WITH THE
 AC9139'GROUND SURFACE.
 AC9139
 AC9139                          STATION RECOVERY (1995)
 AC9139
 AC9139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC9139'RECOVERED AS DESCRIBED.
 AC9139
 AC9139                          STATION RECOVERY (1999)
 AC9139
 AC9139'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC9139'RECOVERED IN GOOD CONDITION.
 AC9139
 AC9139                          STATION RECOVERY (2002)
 AC9139
 AC9139'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 AC9139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0595 ***********************************************************************
 OJ0595  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0595  DESIGNATION -  901 4096 PH 360
 OJ0595  PID         -  OJ0595
 OJ0595  STATE/COUNTY-  MI/ST CLAIR
 OJ0595  USGS QUAD   -  LAKEPORT (1976)
 OJ0595
 OJ0595                         *CURRENT SURVEY CONTROL
 OJ0595  ___________________________________________________________________
 OJ0595* NAD 83(1986)-  43 00 12.     (N)    082 25 24.     (W)     SCALED    
 OJ0595* NAVD 88     -       177.906  (meters)     583.68   (feet)  ADJUSTED  
 OJ0595  ___________________________________________________________________
 OJ0595  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0595  DYNAMIC HT  -         177.862 (meters)     583.54  (feet)  COMP
 OJ0595  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OJ0595
 OJ0595  VERT ORDER  -  SECOND    CLASS I
 OJ0595
 OJ0595.The horizontal coordinates were scaled from a topographic map and have
 OJ0595.an estimated accuracy of +/- 6 seconds.
 OJ0595
 OJ0595.The orthometric height was determined by differential leveling
 OJ0595.and adjusted by the National Geodetic Survey in May 2000..
 OJ0595
 OJ0595.This Tidal Bench Mark is designated as VM 13011
 OJ0595.by the Center for Operational Oceanographic Products and Services.
 OJ0595
 OJ0595.The geoid height was determined by GEOID03.
 OJ0595
 OJ0595.The dynamic height is computed by dividing the NAVD 88
 OJ0595.geopotential number by the normal gravity value computed on the
 OJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0595.degrees latitude (g = 980.6199 gals.).
 OJ0595
 OJ0595.The modeled gravity was interpolated from observed gravity values.
 OJ0595
 OJ0595;                    North         East    Units  Estimated Accuracy
 OJ0595;SPC MI S     -   168,820.    4,158,420.      MT  (+/- 180 meters Scaled)
 OJ0595
 OJ0595                          SUPERSEDED SURVEY CONTROL
 OJ0595
 OJ0595  NAVD 88 (06/15/91)  177.914  (m)          583.71   (f) UNKNOWN     1 2
 OJ0595  NGVD 29 (??/??/??)  178.030  (m)          584.09   (f) ADJUSTED    1 2
 OJ0595
 OJ0595.Superseded values are not recommended for survey control.
 OJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0595.See file dsdata.txt to determine how the superseded data were derived.
 OJ0595
 OJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH839621(NAD 83)
 OJ0595_MARKER: DD = SURVEY DISK
 OJ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0595_SP_SET: CONCRETE POST
 OJ0595_STAMPING: NO 360
 OJ0595_MARK LOGO: MI4060
 OJ0595_PROJECTION: FLUSH
 OJ0595_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0595+STABILITY: SURFACE MOTION
 OJ0595
 OJ0595  HISTORY     - Date     Condition        Report By
 OJ0595  HISTORY     - UNK      MONUMENTED       MI4060
 OJ0595  HISTORY     - 1980     GOOD             NGS
 OJ0595  HISTORY     - 19931116 GOOD             NOS
 OJ0595  HISTORY     - 19951101 GOOD             NOS
 OJ0595  HISTORY     - 20010206 POOR             TETR
 OJ0595  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 OJ0595
 OJ0595                          STATION DESCRIPTION
 OJ0595
 OJ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0595'IN PORT HURON.
 OJ0595'IN PORT HURON, AT THE T-JUNCTION OF OMAR AND HANCOCK STREETS, AT A
 OJ0595'BRICK PUMPHOUSE, 7.6 METERS (25.0 FEET) WEST OF THE CENTER OF OMAR,
 OJ0595'9.0 METERS (29.5 FEET) SOUTH OF THE CENTER OF HANCOCK, 9.4 METERS
 OJ0595'(30.8 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE PUMPHOUSE, 5.5
 OJ0595'METERS (17.9 FEET) NORTH-NORTHWEST OF A FIRE HYDRANT, 1.4 METERS
 OJ0595'(4.7 FEET) SOUTHEAST OF UTILITY POLE NUMBER B5004
 OJ0595'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0595
 OJ0595                          STATION RECOVERY (1993)
 OJ0595
 OJ0595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (KLD)
 OJ0595'IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE T-JUNCTION OF OMAR
 OJ0595'AND HANCOCK STREETS, AT A BRICK PUMPHOUSE, 7.6 METERS (24.9 FT) WEST
 OJ0595'OF THE CENTER OF OMAR, 9.0 METERS (29.5 FT) SOUTH OF THE CENTER OF
 OJ0595'HANCOCK, 9.4 METERS (30.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 OJ0595'PUMPHOUSE, 5.5 METERS (18.0 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 1.4
 OJ0595'METERS (4.6 FT) SOUTHEAST OF UTILITY POLE NUMBER B5004, BEING HIGHEST
 OJ0595'POINT OF A BRONZE DISC SET IN THE CENTER OF 8-INCH CYLINDERICAL
 OJ0595'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OJ0595
 OJ0595                          STATION RECOVERY (1995)
 OJ0595
 OJ0595'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0595'RECOVERED AS DESCRIBED.
 OJ0595
 OJ0595                          STATION RECOVERY (2001)
 OJ0595
 OJ0595'RECOVERY NOTE BY TETRA TECH MPS 2001 (GMB)
 OJ0595'POINT OJ0595 APPEARS TO HAVE BEEN HIT BY A SNOW PLOW BLADE.  THE
 OJ0595'MONUMENT, WHICH IS A DISC SET IN CONCRETE, IS NO LONGER FLUSH WITH THE
 OJ0595'GROUND BUT LIES AT A 35 DEGREE ANGLE TO THE GROUND.  MARKINGS ON THE
 OJ0595'CONCRETE AND BUILT UP SNOW PILES INDICATE THAT IT WAS DAMAGED WHEN A
 OJ0595'SNOW PLOW PUSHED SNOW INTO THE VACINITY OF THE MONUMENT.  THE MONUMENT
 OJ0595'WAS RECOVERED USING RECORDED WITNESSES.
 OJ0595' 
 OJ0595
 OJ0595                          STATION RECOVERY (2003)
 OJ0595
 OJ0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0008 ***********************************************************************
 OJ0008  DESIGNATION -  901 4096 PUMPHOUSE USLS
 OJ0008  PID         -  OJ0008
 OJ0008  STATE/COUNTY-  MI/ST CLAIR
 OJ0008  USGS QUAD   -  LAKEPORT (1976)
 OJ0008
 OJ0008                         *CURRENT SURVEY CONTROL
 OJ0008  ___________________________________________________________________
 OJ0008* NAD 83(1986)-  43 00 11.     (N)    082 25 26.     (W)     SCALED    
 OJ0008* NAVD 88     -       178.253  (meters)     584.82   (feet)  ADJUSTED  
 OJ0008  ___________________________________________________________________
 OJ0008  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0008  DYNAMIC HT  -         178.210 (meters)     584.68  (feet)  COMP
 OJ0008  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OJ0008
 OJ0008  VERT ORDER  -  FIRST     CLASS 0
 OJ0008
 OJ0008.The horizontal coordinates were scaled from a topographic map and have
 OJ0008.an estimated accuracy of +/- 6 seconds.
 OJ0008
 OJ0008.The orthometric height was determined by differential leveling
 OJ0008.and adjusted by the National Geodetic Survey in June 1991..
 OJ0008
 OJ0008.The geoid height was determined by GEOID03.
 OJ0008
 OJ0008.The dynamic height is computed by dividing the NAVD 88
 OJ0008.geopotential number by the normal gravity value computed on the
 OJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0008.degrees latitude (g = 980.6199 gals.).
 OJ0008
 OJ0008.The modeled gravity was interpolated from observed gravity values.
 OJ0008
 OJ0008;                    North         East    Units  Estimated Accuracy
 OJ0008;SPC MI S     -   168,780.    4,158,380.      MT  (+/- 180 meters Scaled)
 OJ0008
 OJ0008                          SUPERSEDED SURVEY CONTROL
 OJ0008
 OJ0008  NGVD 29 (??/??/??)  178.369  (m)          585.20   (f) ADJUSTED    1 0
 OJ0008
 OJ0008.Superseded values are not recommended for survey control.
 OJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0008.See file dsdata.txt to determine how the superseded data were derived.
 OJ0008
 OJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH839621(NAD 83)
 OJ0008_MARKER: Z = SEE DESCRIPTION
 OJ0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0008_SP_SET: WATER TABLE
 OJ0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0008
 OJ0008  HISTORY     - Date     Condition        Report By
 OJ0008  HISTORY     - 1957     MONUMENTED       USLS
 OJ0008  HISTORY     - 1970     GOOD             USLS
 OJ0008  HISTORY     - 1980     GOOD             NGS
 OJ0008  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 OJ0008  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0008  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 OJ0008
 OJ0008                          STATION DESCRIPTION
 OJ0008
 OJ0008'DESCRIBED BY US LAKE SURVEY 1970
 OJ0008'AT PORT HURON.
 OJ0008'PUMPHOUSE IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, NEAR
 OJ0008'THE SOUTHWEST CORNER OF THE JUNCTION OF HANCOCK AND OMAR STREETS,
 OJ0008'AT SOUTHEAST CORNER OF SMALL BRICK PUMPHOUSE BUILDING, ON TOP
 OJ0008'OF THE CONCRETE WATERTABLE, 2 FEET ABOVE THE GROUND, BEING
 OJ0008'HIGHEST POINT IN A 1-INCH SQUARE FORMED BY TWO CUT LINES AND
 OJ0008'THE EDGES OF THE WATERTABLE, BM PUMPHOUSE, 1957.
 OJ0008
 OJ0008                          STATION RECOVERY (1980)
 OJ0008
 OJ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0008'IN PORT HURON, AT THE SOUTHWEST CORNER OF THE JUNCTION OF HANCOCK
 OJ0008'AND OMAR STREETS, THIS MARK IS A 1-INCH CHISELED SQUARE FORMED BY
 OJ0008'2 CHISELED LINES CUT INTO THE SOUTHEAST CORNER OF THE STONE WATER
 OJ0008'TABLE OF THE BRICK PUMPHOUSE, 10.07 METERS (56.0 FEET) SOUTH OF
 OJ0008'THE CENTER OF HANCOCK STREET, 12.5 METERS (41.0 FEET) WEST OF THE
 OJ0008'CENTER OF OMAR STREET, 6.92 METERS (22.7 FEET) SOUTHWEST OF A FIRE
 OJ0008'HYDRANT
 OJ0008'THE MARK IS 0.6 M ABOVE STREET.
 OJ0008
 OJ0008                          STATION RECOVERY (1995)
 OJ0008
 OJ0008'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0008'MARK NOT FOUND.
 OJ0008
 OJ0008                          STATION RECOVERY (1997)
 OJ0008
 OJ0008'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0008'MARK NOT FOUND.
 OJ0008
 OJ0008                          STATION RECOVERY (2003)
 OJ0008
 OJ0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0008'SUSPECT MARK HAS BEEN DESTROYED, AS THERE IS A NEWER PUMP HOUSE ON THE
 OJ0008'SITE NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0007 ***********************************************************************
 OJ0007  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0007  DESIGNATION -  901 4096 TANK
 OJ0007  PID         -  OJ0007
 OJ0007  STATE/COUNTY-  MI/ST CLAIR
 OJ0007  USGS QUAD   -  LAKEPORT (1976)
 OJ0007
 OJ0007                         *CURRENT SURVEY CONTROL
 OJ0007  ___________________________________________________________________
 OJ0007* NAD 83(1986)-  43 00 14.     (N)    082 25 20.     (W)     SCALED    
 OJ0007* NAVD 88     -       180.218  (meters)     591.27   (feet)  ADJUSTED  
 OJ0007  ___________________________________________________________________
 OJ0007  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0007  DYNAMIC HT  -         180.174 (meters)     591.12  (feet)  COMP
 OJ0007  MODELED GRAV-     980,373.3   (mgal)                       NAVD 88
 OJ0007
 OJ0007  VERT ORDER  -  FIRST     CLASS 0
 OJ0007
 OJ0007.The horizontal coordinates were scaled from a topographic map and have
 OJ0007.an estimated accuracy of +/- 6 seconds.
 OJ0007
 OJ0007.The orthometric height was determined by differential leveling
 OJ0007.and adjusted by the National Geodetic Survey in June 1991..
 OJ0007
 OJ0007.This Tidal Bench Mark is designated as VM 13010
 OJ0007.by the Center for Operational Oceanographic Products and Services.
 OJ0007
 OJ0007.The geoid height was determined by GEOID03.
 OJ0007
 OJ0007.The dynamic height is computed by dividing the NAVD 88
 OJ0007.geopotential number by the normal gravity value computed on the
 OJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0007.degrees latitude (g = 980.6199 gals.).
 OJ0007
 OJ0007.The modeled gravity was interpolated from observed gravity values.
 OJ0007
 OJ0007;                    North         East    Units  Estimated Accuracy
 OJ0007;SPC MI S     -   168,880.    4,158,510.      MT  (+/- 180 meters Scaled)
 OJ0007
 OJ0007                          SUPERSEDED SURVEY CONTROL
 OJ0007
 OJ0007  NGVD 29 (??/??/??)  180.337  (m)          591.66   (f) ADJUSTED    1 0
 OJ0007
 OJ0007.Superseded values are not recommended for survey control.
 OJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0007.See file dsdata.txt to determine how the superseded data were derived.
 OJ0007
 OJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840622(NAD 83)
 OJ0007_MARKER: B = BOLT
 OJ0007_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0007+WITH SETTING: PAVEMENT
 OJ0007_SP_SET: WATER TANK FOUNDATION
 OJ0007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0007+STABILITY: SURFACE MOTION
 OJ0007
 OJ0007  HISTORY     - Date     Condition        Report By
 OJ0007  HISTORY     - 1960     MONUMENTED       USLS
 OJ0007  HISTORY     - 1970     GOOD             USLS
 OJ0007  HISTORY     - 1980     GOOD             NGS
 OJ0007  HISTORY     - 19921014 GOOD             NOS
 OJ0007  HISTORY     - 19930515 GOOD             USPSQD
 OJ0007
 OJ0007                          STATION DESCRIPTION
 OJ0007
 OJ0007'DESCRIBED BY US LAKE SURVEY 1970
 OJ0007'AT PORT HURON.
 OJ0007'TANK IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY
 OJ0007'OF THE DUNN PAPER COMPANY, ON BASE OF SOUTHEAST SUPPORT OF LARGE
 OJ0007'WATER TANK, 2 FEET ABOVE THE GROUND, ON TOP OF A 1-3/4 INCH
 OJ0007'ANCHOR BOLT, BEING HIGHEST POINT IN A QUADRANT FORMED BY TWO
 OJ0007'CHISELED LINES AND THE CIRCUMFERENCE OF THE BOLT, BM TANK (1960).
 OJ0007
 OJ0007                          STATION RECOVERY (1980)
 OJ0007
 OJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0007'IN PORT HURON, ON THE PROPERTY OF THE DUNN PAPER COMPANY, SOUTHEAST
 OJ0007'AND ON THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR
 OJ0007'STREETS, THIS MARK IS THE TOP OF THE ONLY 1 3/4-INCH BOLT IN THE
 OJ0007'SOUTHEAST LEG OF THE WATER TANK FOR THE PLANT, AND IS FRAMED BY
 OJ0007'3/8-INCH METAL PLATE 1 FOOT HIGH.
 OJ0007'THE MARK IS 0.3 M ABOVE GROUND.
 OJ0007
 OJ0007                          STATION RECOVERY (1992)
 OJ0007
 OJ0007'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 OJ0007'TANK IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON PROPERTY OF THE
 OJ0007'JAMES RIVER CORPORATION (FORMER DUNN PAPER COMPANY) , SOUTHEAST AND ON
 OJ0007'THE ST CLAIR RIVER FROM THE JUNCTION OF RIVERVIEW AND OMAR STREETS, ON
 OJ0007'TOP OF THE ONLY 1 3/4-INCH BOLT IN THE SOUTHEAST LEG OF THE WATER TANK
 OJ0007'FOR THE PLANT, BEING THE HIGHEST POINT IN A QUADRANT FORMED BY TWO
 OJ0007'CHISELED LINES AND THE CIRCUMFERENCE OF THE BOLT.  THE MARK IS FRAMED
 OJ0007'BY 3/8-INCH METAL PLATE 1 FOOT (0.3 M) HIGH.
 OJ0007
 OJ0007                          STATION RECOVERY (1993)
 OJ0007
 OJ0007'RECOVERY NOTE BY US POWER SQUADRON 1993
 OJ0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0012 ***********************************************************************
 OJ0012  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0012  DESIGNATION -  901 4098 COLD
 OJ0012  PID         -  OJ0012
 OJ0012  STATE/COUNTY-  MI/ST CLAIR
 OJ0012  USGS QUAD   -  LAKEPORT (1976)
 OJ0012
 OJ0012                         *CURRENT SURVEY CONTROL
 OJ0012  ___________________________________________________________________
 OJ0012* NAD 83(1986)-  43 00 20.     (N)    082 25 22.     (W)     SCALED    
 OJ0012* NAVD 88     -       178.982  (meters)     587.21   (feet)  ADJUSTED  
 OJ0012  ___________________________________________________________________
 OJ0012  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0012  DYNAMIC HT  -         178.938 (meters)     587.07  (feet)  COMP
 OJ0012  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OJ0012
 OJ0012  VERT ORDER  -  FIRST     CLASS 0
 OJ0012
 OJ0012.The horizontal coordinates were scaled from a topographic map and have
 OJ0012.an estimated accuracy of +/- 6 seconds.
 OJ0012
 OJ0012.The orthometric height was determined by differential leveling
 OJ0012.and adjusted by the National Geodetic Survey in October 1997..
 OJ0012
 OJ0012.This Tidal Bench Mark is designated as VM 13019
 OJ0012.by the Center for Operational Oceanographic Products and Services.
 OJ0012
 OJ0012.The geoid height was determined by GEOID03.
 OJ0012
 OJ0012.The dynamic height is computed by dividing the NAVD 88
 OJ0012.geopotential number by the normal gravity value computed on the
 OJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0012.degrees latitude (g = 980.6199 gals.).
 OJ0012
 OJ0012.The modeled gravity was interpolated from observed gravity values.
 OJ0012
 OJ0012;                    North         East    Units  Estimated Accuracy
 OJ0012;SPC MI S     -   169,060.    4,158,460.      MT  (+/- 180 meters Scaled)
 OJ0012
 OJ0012                          SUPERSEDED SURVEY CONTROL
 OJ0012
 OJ0012  NAVD 88 (06/15/91)  178.981  (m)          587.21   (f) UNKNOWN     1 0
 OJ0012  NGVD 29 (??/??/??)  179.096  (m)          587.58   (f) ADJUSTED    1 0
 OJ0012
 OJ0012.Superseded values are not recommended for survey control.
 OJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0012.See file dsdata.txt to determine how the superseded data were derived.
 OJ0012
 OJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840624(NAD 83)
 OJ0012_MARKER: I = METAL ROD
 OJ0012_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OJ0012_SP_SET: IRON ROD
 OJ0012_PROJECTION: FLUSH
 OJ0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0012+STABILITY: SURFACE MOTION
 OJ0012_ROD/PIPE-DEPTH: 4.4  meters
 OJ0012
 OJ0012  HISTORY     - Date     Condition        Report By
 OJ0012  HISTORY     - 1947     MONUMENTED       USLS
 OJ0012  HISTORY     - 1970     GOOD             USLS
 OJ0012  HISTORY     - 1980     GOOD             NGS
 OJ0012  HISTORY     - 1983     GOOD             USPSQD
 OJ0012  HISTORY     - 19941019 GOOD             NOS
 OJ0012  HISTORY     - 19951021 GOOD             NOS
 OJ0012  HISTORY     - 20020505 GOOD             USPSQD
 OJ0012
 OJ0012                          STATION DESCRIPTION
 OJ0012
 OJ0012'DESCRIBED BY US LAKE SURVEY 1970
 OJ0012'AT PORT HURON.
 OJ0012'COLD IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT THE COAST
 OJ0012'GUARD STATION, 68 FEET SOUTH OF CENTERLINE OF THE ENTRANCE
 OJ0012'DRIVEWAY, JUST EAST OF THE MAIN BUILDING, 10.4 FEET SOUTHEAST
 OJ0012'OF NORTHEAST CORNER OF THE PORCH, 1.3 FEET FROM EAST FACE OF
 OJ0012'THE PORCH, 1.1 FEET FROM NORTH EDGE OF THE PORCH STEPS, 1/4-FOOT
 OJ0012'ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF A 1-INCH
 OJ0012'DIAMETER IRON ROD, 14.5 FEET LONG.  BM COLD 1947
 OJ0012
 OJ0012                          STATION RECOVERY (1980)
 OJ0012
 OJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0012'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0012'ON THE PROPERTY OF THE U S COAST GUARD, SET ON THE EAST SIDE OF THE
 OJ0012'HEADQUARTERS BUILDING WHICH IS A TWO STORY FRAME STRUCTURE, 3.23
 OJ0012'METERS (10.6 FEET) SOUTH OF THE NORTHEAST CORNER OF THE PORCH, 1,75
 OJ0012'METERS (5.7 FEET) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE
 OJ0012'BOTTOM STEP, 0.36 METER (1.2 FEET) EAST-SOUTHEAST OF THE FACE OF THE
 OJ0012'UNDERPINNING OF THE PORCH, NOTE, THIS MARK IS A 1-INCH DIAMETER
 OJ0012'IRON ROD
 OJ0012'THE MARK IS 0.04 M ABOVE GROUND.
 OJ0012
 OJ0012                          STATION RECOVERY (1983)
 OJ0012
 OJ0012'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0012'RECOVERED IN GOOD CONDITION.
 OJ0012
 OJ0012                          STATION RECOVERY (1994)
 OJ0012
 OJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0012'COLD IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0012'JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U S COAST
 OJ0012'GUARD, SET ON THE EAST SIDE OF THE HEADQUARTERS BUILDING WHICH IS A
 OJ0012'TWO STORY FRAME STRUCTURE, 20.73 METERS (68.01 FT) SOUTH OF THE
 OJ0012'CENTERLINE OF THE ENTRANCE DRIVEWAY, 3.23 METERS (10.60 FT) SOUTH OF
 OJ0012'THE NORTHEAST CORNER OF THE PORCH, 1.75 METERS (5.74 FT)
 OJ0012'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE BOTTOM STEP, 0.36 METER
 OJ0012'(1.18 FT) EAST-SOUTHEAST OF THE FACE OF THE UNDERPINNING OF THE PORCH,
 OJ0012'JUST BELOW THE CANVAS TARMAC OF ROCK GARDEN, BEING THE HIGHEST POINT
 OJ0012'OF A 1-INCH DIAMETER IRON ROD 4.42 METERS (14.50 FT) LONG, 0.013 METER
 OJ0012'(0.043 FT) BELOW GROUND SURFACE.
 OJ0012
 OJ0012                          STATION RECOVERY (1995)
 OJ0012
 OJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0012'RECOVERED AS DESCRIBED.
 OJ0012
 OJ0012                          STATION RECOVERY (2002)
 OJ0012
 OJ0012'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0014 ***********************************************************************
 OJ0014  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0014  DESIGNATION -  901 4098 FORT
 OJ0014  PID         -  OJ0014
 OJ0014  STATE/COUNTY-  MI/ST CLAIR
 OJ0014  USGS QUAD   -  LAKEPORT (1976)
 OJ0014
 OJ0014                         *CURRENT SURVEY CONTROL
 OJ0014  ___________________________________________________________________
 OJ0014* NAD 83(1986)-  43 00 24.     (N)    082 25 21.     (W)     SCALED    
 OJ0014* NAVD 88     -       179.029  (meters)     587.36   (feet)  ADJUSTED  
 OJ0014  ___________________________________________________________________
 OJ0014  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0014  DYNAMIC HT  -         178.986 (meters)     587.22  (feet)  COMP
 OJ0014  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OJ0014
 OJ0014  VERT ORDER  -  FIRST     CLASS 0
 OJ0014
 OJ0014.The horizontal coordinates were scaled from a topographic map and have
 OJ0014.an estimated accuracy of +/- 6 seconds.
 OJ0014
 OJ0014.The orthometric height was determined by differential leveling
 OJ0014.and adjusted by the National Geodetic Survey in June 1991..
 OJ0014
 OJ0014.This Tidal Bench Mark is designated as VM 13015
 OJ0014.by the Center for Operational Oceanographic Products and Services.
 OJ0014
 OJ0014.The geoid height was determined by GEOID03.
 OJ0014
 OJ0014.The dynamic height is computed by dividing the NAVD 88
 OJ0014.geopotential number by the normal gravity value computed on the
 OJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0014.degrees latitude (g = 980.6199 gals.).
 OJ0014
 OJ0014.The modeled gravity was interpolated from observed gravity values.
 OJ0014
 OJ0014;                    North         East    Units  Estimated Accuracy
 OJ0014;SPC MI S     -   169,190.    4,158,480.      MT  (+/- 180 meters Scaled)
 OJ0014
 OJ0014                          SUPERSEDED SURVEY CONTROL
 OJ0014
 OJ0014  NGVD 29 (??/??/??)  179.147  (m)          587.75   (f) ADJUSTED    1 0
 OJ0014
 OJ0014.Superseded values are not recommended for survey control.
 OJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0014.See file dsdata.txt to determine how the superseded data were derived.
 OJ0014
 OJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840625(NAD 83)
 OJ0014_MARKER: DD = SURVEY DISK
 OJ0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0014_SP_SET: FOUNDATION
 OJ0014_STAMPING: FORT
 OJ0014_MARK LOGO: USLS  
 OJ0014_PROJECTION: FLUSH
 OJ0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0014+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0014
 OJ0014  HISTORY     - Date     Condition        Report By
 OJ0014  HISTORY     - 1968     MONUMENTED       USLS
 OJ0014  HISTORY     - 1970     GOOD             USLS
 OJ0014  HISTORY     - 1980     GOOD             NGS
 OJ0014  HISTORY     - 1983     GOOD
 OJ0014  HISTORY     - 19890602 GOOD             NOS
 OJ0014  HISTORY     - 19951021 GOOD             NOS
 OJ0014  HISTORY     - 19980728 GOOD             OHM
 OJ0014  HISTORY     - 20020505 GOOD             USPSQD
 OJ0014  HISTORY     - 20050804 GOOD             NGS
 OJ0014
 OJ0014                          STATION DESCRIPTION
 OJ0014
 OJ0014'DESCRIBED BY US LAKE SURVEY 1970
 OJ0014'AT PORT HURON.
 OJ0014'FORT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT FORT
 OJ0014'GRATIOT LIGHTHOUSE, AT SOUTHWEST CORNER OF U.S. LAKE SURVEY
 OJ0014'GAGE HOUSE, ON TOP OF WEST SIDE OF CONCRETE FOOTING, 1.1 FEET
 OJ0014'FROM SOUTH EDGE, 0.4-FOOT FROM WEST EDGE, 0.5-FOOT ABOVE THE
 OJ0014'GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0014'DISC SET INTO THE CONCRETE FOUNDATION.  BM FORT 1968
 OJ0014
 OJ0014                          STATION RECOVERY (1980)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0014'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0014'ON THE PROPERTY OF THE U S COAST GUARD, SET IN THE SOUTHWEST CORNER
 OJ0014'OF THE FOUNDATION OF THE LAKE SURVEY GAGE HOUSE WHICH IS AT THE
 OJ0014'NORTHEAST CORNER OF THE PROPERTY, 0.37 METER (1.2 FEET) NORTH-NORTHEAS
 OJ0014'OF THE SOUTHWEST CORNER OF THE FOUNDATION, 0.15 METER (0.5 FOOT)
 OJ0014'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE
 OJ0014'THE MARK IS ABOVE LEVEL WITH FOUNDATION.
 OJ0014
 OJ0014                          STATION RECOVERY (1983)
 OJ0014
 OJ0014'RECOVERED 1983
 OJ0014'RECOVERED IN GOOD CONDITION.
 OJ0014
 OJ0014                          STATION RECOVERY (1989)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1989 (MDH)
 OJ0014'FORT IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0014'JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U S COAST
 OJ0014'GUARD, SET IN THE SOUTHWEST CORNER OF THE FOUNDATION OF THE NATIONAL
 OJ0014'OCEAN SERVICE (FORMER U.S.  LAKE SURVEY) GAUGE HOUSE WHICH IS AT THE
 OJ0014'NORTHEAST CORNER OF THE PROPERTY, 0.37 METER (1.21 FT) NORTH-NORTHEAST
 OJ0014'OF THE SOUTHWEST CORNER OF THE FOUNDATION, 0.15 METER (0.49 FT)
 OJ0014'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE. BEING
 OJ0014'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OJ0014'CONCRETE FOUNDATION.
 OJ0014
 OJ0014                          STATION RECOVERY (1995)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0014'RECOVERED AS DESCRIBED.
 OJ0014
 OJ0014                          STATION RECOVERY (1998)
 OJ0014
 OJ0014'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0014'RECOVERED AS DESCRIBED.
 OJ0014
 OJ0014                          STATION RECOVERY (2002)
 OJ0014
 OJ0014'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0014'RECOVERED IN GOOD CONDITION.
 OJ0014
 OJ0014                          STATION RECOVERY (2005)
 OJ0014
 OJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0010 ***********************************************************************
 OJ0010  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0010  DESIGNATION -  901 4098 FORT GRATIOT LH
 OJ0010  PID         -  OJ0010
 OJ0010  STATE/COUNTY-  MI/ST CLAIR
 OJ0010  USGS QUAD   -  LAKEPORT (1976)
 OJ0010
 OJ0010                         *CURRENT SURVEY CONTROL
 OJ0010  ___________________________________________________________________
 OJ0010* NAD 83(1986)-  43 00 23.     (N)    082 25 22.     (W)     SCALED    
 OJ0010* NAVD 88     -       179.658  (meters)     589.43   (feet)  ADJUSTED  
 OJ0010  ___________________________________________________________________
 OJ0010  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0010  DYNAMIC HT  -         179.614 (meters)     589.28  (feet)  COMP
 OJ0010  MODELED GRAV-     980,373.5   (mgal)                       NAVD 88
 OJ0010
 OJ0010  VERT ORDER  -  SECOND    CLASS I
 OJ0010
 OJ0010.The horizontal coordinates were scaled from a topographic map and have
 OJ0010.an estimated accuracy of +/- 6 seconds.
 OJ0010
 OJ0010.The orthometric height was determined by differential leveling
 OJ0010.and adjusted by the National Geodetic Survey in May 2000..
 OJ0010.WARNING-Repeat measurements at this control monument indicate possible
 OJ0010.vertical movement.
 OJ0010
 OJ0010.This Tidal Bench Mark is designated as VM 13017
 OJ0010.by the Center for Operational Oceanographic Products and Services.
 OJ0010
 OJ0010.The geoid height was determined by GEOID03.
 OJ0010
 OJ0010.The dynamic height is computed by dividing the NAVD 88
 OJ0010.geopotential number by the normal gravity value computed on the
 OJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0010.degrees latitude (g = 980.6199 gals.).
 OJ0010
 OJ0010.The modeled gravity was interpolated from observed gravity values.
 OJ0010
 OJ0010;                    North         East    Units  Estimated Accuracy
 OJ0010;SPC MI S     -   169,160.    4,158,460.      MT  (+/- 180 meters Scaled)
 OJ0010
 OJ0010                          SUPERSEDED SURVEY CONTROL
 OJ0010
 OJ0010  NAVD 88 (06/15/91)  179.655  (m)          589.42   (f) UNKNOWN     1 0
 OJ0010  NGVD 29 (??/??/??)  179.773  (m)          589.81   (f) ADJUSTED    1 0
 OJ0010
 OJ0010.Superseded values are not recommended for survey control.
 OJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0010.See file dsdata.txt to determine how the superseded data were derived.
 OJ0010
 OJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840625(NAD 83)
 OJ0010_MARKER: B = BOLT
 OJ0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0010_SP_SET: FOUNDATION
 OJ0010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0010+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0010
 OJ0010  HISTORY     - Date     Condition        Report By
 OJ0010  HISTORY     - 1877     MONUMENTED       USLS
 OJ0010  HISTORY     - 1934     GOOD             NGS
 OJ0010  HISTORY     - 1980     GOOD             NGS
 OJ0010  HISTORY     - 1983     GOOD             USPSQD
 OJ0010  HISTORY     - 19941019 GOOD             NOS
 OJ0010  HISTORY     - 19950928 POOR             USPSQD
 OJ0010  HISTORY     - 19951021 GOOD             NOS
 OJ0010  HISTORY     - 19970330 GOOD             USPSQD
 OJ0010  HISTORY     - 19970705 GOOD             USPSQD
 OJ0010  HISTORY     - 20020505 GOOD             USPSQD
 OJ0010  HISTORY     - 20050804 GOOD             NGS
 OJ0010
 OJ0010                          STATION DESCRIPTION
 OJ0010
 OJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0010'AT PORT HURON.
 OJ0010'FORT GRATIOT LIGHTHOUSE IS AT FORT HURON, ST. CLAIR COUNTY,
 OJ0010'MICHIGAN, AT FORT GRATIOT LIGHTHOUSE, ON SOUTH FACE OF THE RED
 OJ0010'BRICK DWELLING, 2.1 FEET FROM THE SOUTHEAST CORNER, 0.4-FOOT
 OJ0010'BELOW BOTTOM OF THE WATER TABLE, BEING CENTER OF SMALL HOLE
 OJ0010'IN END OF A COPPER BOLT SET INTO THE STONE FOUNDATION, SURROUNDED
 OJ0010'BY THE LETTERS USBM. BM FORT GRATIOT LIGHTHOUSE 1877.
 OJ0010
 OJ0010                          STATION RECOVERY (1980)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0010'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0010'ON THE PROPERTY OF THE U S COAST GUARD SET AT THE SOUTHEAST CORNER
 OJ0010'OF BUILDING NUMBER 3, WHICH IS WEST OF THE LIGHTHOUSE, AND
 OJ0010'SURROUNDED BY THE CHISELED LETTERS USBM, 0.67 METER (2.2 FEET)
 OJ0010'WEST OF THE MOST SOUTHEAST CORNER OF BUILDING NUMBER 3
 OJ0010'THE MARK IS 0.67 M ABOVE GROUND.
 OJ0010
 OJ0010                          STATION RECOVERY (1983)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (1994)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0010'FORT GRATIOT LH IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, SOUTHEAST
 OJ0010'OF THE JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U
 OJ0010'S COAST GUARD SET AT THE SOUTHEAST CORNER OF BUILDING NUMBER 3 (RED
 OJ0010'BRICK DWELLING) , 11.8 M (38.7 FT) EAST OF THE SOUTHWEST CORNER OF
 OJ0010'BUILDING NUMBER 3, 6.43 METERS (21.10 FT) WEST OF THE SOUTHWEST CORNER
 OJ0010'OF THE LIGHTHOUSE, 0.67 METER (2.20 FT) WEST OF THE MOST SOUTHEAST
 OJ0010'CORNER OF BUILDING NUMBER 3, 0.12 METER (0.39 FT) BELOW BOTTOM OF THE
 OJ0010'WATER TABLE, 0.67 METER (2.20 FT) ABOVE THE SIDEWALK, BEING CENTER OF
 OJ0010'SMALL HOLE IN END OF A COPPER BOLT SET INTO THE STONE FOUNDATION,
 OJ0010'SURROUNDED BY THE CHISELED LETTERS USBM.
 OJ0010
 OJ0010                          STATION RECOVERY (1995)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0010'MARK RECOVERED IN POOR CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (1995)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0010'RECOVERED AS DESCRIBED.
 OJ0010
 OJ0010                          STATION RECOVERY (1997)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (1997)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (2002)
 OJ0010
 OJ0010'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0010'RECOVERED IN GOOD CONDITION.
 OJ0010
 OJ0010                          STATION RECOVERY (2005)
 OJ0010
 OJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0015 ***********************************************************************
 OJ0015  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0015  DESIGNATION -  901 4098 LIGHT
 OJ0015  PID         -  OJ0015
 OJ0015  STATE/COUNTY-  MI/ST CLAIR
 OJ0015  USGS QUAD   -  LAKEPORT (1976)
 OJ0015
 OJ0015                         *CURRENT SURVEY CONTROL
 OJ0015  ___________________________________________________________________
 OJ0015* NAD 83(1986)-  43 00 22.     (N)    082 25 20.     (W)     SCALED    
 OJ0015* NAVD 88     -       178.900  (meters)     586.94   (feet)  ADJUSTED  
 OJ0015  ___________________________________________________________________
 OJ0015  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0015  DYNAMIC HT  -         178.857 (meters)     586.80  (feet)  COMP
 OJ0015  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OJ0015
 OJ0015  VERT ORDER  -  FIRST     CLASS 0
 OJ0015
 OJ0015.The horizontal coordinates were scaled from a topographic map and have
 OJ0015.an estimated accuracy of +/- 6 seconds.
 OJ0015
 OJ0015.The orthometric height was determined by differential leveling
 OJ0015.and adjusted by the National Geodetic Survey in October 1997..
 OJ0015
 OJ0015.This Tidal Bench Mark is designated as VM 13016
 OJ0015.by the Center for Operational Oceanographic Products and Services.
 OJ0015
 OJ0015.The geoid height was determined by GEOID03.
 OJ0015
 OJ0015.The dynamic height is computed by dividing the NAVD 88
 OJ0015.geopotential number by the normal gravity value computed on the
 OJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0015.degrees latitude (g = 980.6199 gals.).
 OJ0015
 OJ0015.The modeled gravity was interpolated from observed gravity values.
 OJ0015
 OJ0015;                    North         East    Units  Estimated Accuracy
 OJ0015;SPC MI S     -   169,130.    4,158,510.      MT  (+/- 180 meters Scaled)
 OJ0015
 OJ0015                          SUPERSEDED SURVEY CONTROL
 OJ0015
 OJ0015  NAVD 88 (06/15/91)  178.890  (m)          586.91   (f) UNKNOWN     1 0
 OJ0015  NGVD 29 (??/??/??)  179.006  (m)          587.29   (f) ADJUSTED    1 0
 OJ0015
 OJ0015.Superseded values are not recommended for survey control.
 OJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0015.See file dsdata.txt to determine how the superseded data were derived.
 OJ0015
 OJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840624(NAD 83)
 OJ0015_MARKER: Z = SEE DESCRIPTION
 OJ0015_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OJ0015_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OJ0015_MARK LOGO: USLS  
 OJ0015_PROJECTION: FLUSH
 OJ0015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0015+STABILITY: POSITION/ELEVATION WELL
 OJ0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0015+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0015_ROD/PIPE-DEPTH: 10.7 meters
 OJ0015_SLEEVE-DEPTH  : 00.0 meters
 OJ0015
 OJ0015  HISTORY     - Date     Condition        Report By
 OJ0015  HISTORY     - 1970     MONUMENTED       USLS
 OJ0015  HISTORY     - 1970     GOOD             USLS
 OJ0015  HISTORY     - 1980     GOOD             NGS
 OJ0015  HISTORY     - 1983     GOOD             USPSQD
 OJ0015  HISTORY     - 19941019 GOOD             NOS
 OJ0015  HISTORY     - 19951021 GOOD             NOS
 OJ0015  HISTORY     - 19980728 GOOD             OHM
 OJ0015  HISTORY     - 20020505 GOOD             USPSQD
 OJ0015  HISTORY     - 20050804 GOOD             NGS
 OJ0015
 OJ0015                          STATION DESCRIPTION
 OJ0015
 OJ0015'DESCRIBED BY US LAKE SURVEY 1970
 OJ0015'AT PORT HURON.
 OJ0015'LIGHT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON U.S.
 OJ0015'COAST GUARD STATION GROUNDS, AT FORT GRATIOT LIGHTHOUSE, 137.5
 OJ0015'FEET SOUTH OF SOUTHEAST CORNER OF LAKE SURVEY GAGE HOUSE, 136.4
 OJ0015'FEET SOUTHEAST OF NORTHEAST CORNER OF BUILDING NO. 9, 79.0
 OJ0015'FEET NORTHEAST OF MOST SOUTHEASTERLY CORNER AND 60.8 FEET
 OJ0015'SOUTHWESTERLY OF MOST NORTHEASTERLY CORNER OF BUILDING NO. 3,
 OJ0015'13.6 FEET WEST OF 3-INCH DIAMETER PIPE IN NORTH FACE OF
 OJ0015'LIGHTHOUSE, 9.4 FEET SOUTH OF SOUTHWEST CORNER OF CONCRETE
 OJ0015'RETAINING WALL AROUND LIGHT, 1-1/2-FEET BELOW THE GROUND SURFACE,
 OJ0015'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 OJ0015'OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 35 FEET LONG.
 OJ0015'THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE
 OJ0015'MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER
 OJ0015'1-FOOT BELOW THE GROUND SURFACE.  BM LIGHT 1970
 OJ0015
 OJ0015                          STATION RECOVERY (1980)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0015'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0015'ON THE PROPERTY OF THE U S COAST GUARD NEAR THE FORT GARTIOT
 OJ0015'LIGHTHOUSE, 24.06 METERS (78.9 FEET) NORTHEAST OF THE MOST
 OJ0015'SOUTHEASTERLY CORNER OF BUILDING NUMBER 3, 4.27 METERS (14.0 FEET)
 OJ0015'WEST-NORTHWEST OF A 3-INCH PIPE ON THE NORTH FACE OF THE LIGHTHOUSE,
 OJ0015'2.9 METERS (9.5 FEET) SOUTH OF THE SOUTHWEST CORNER OF THE NORTHERN
 OJ0015'END OF A U SHAPED RETAINING WALL AROUND THE LIGHTHOUSE, NOTE, AT
 OJ0015'THIS TIME THE MARK WAS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0015'ACCESS COVER AND STAMPED LIGHT.
 OJ0015'THE MARK IS 0.3 M BELOW GROUND.
 OJ0015
 OJ0015                          STATION RECOVERY (1983)
 OJ0015
 OJ0015'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0015'STEEL PIPE ENCASED IN 5-INCH PVG PIPE WITH ALUMINUM COVER STAMPED
 OJ0015'LIGHT.
 OJ0015
 OJ0015                          STATION RECOVERY (1994)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0015'LIGHT IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0015'JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY OF THE U S COAST
 OJ0015'GUARD NEAR THE FORT GARTIOT LIGHTHOUSE, 24.06 METERS (78.94 FT)
 OJ0015'NORTHEAST OF THE MOST SOUTHEASTERLY CORNER OF BUILDING NUMBER 3, 4.27
 OJ0015'METERS (14.01 FT) WEST-NORTHWEST OF A 3-INCH PIPE ON THE NORTH FACE OF
 OJ0015'THE LIGHTHOUSE, 2.9 METERS (9.5 FT) SOUTH OF THE SOUTHWEST CORNER OF
 OJ0015'THE NORTHERN END OF A U SHAPED RETAINING WALL AROUND THE LIGHTHOUSE,
 OJ0015'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A
 OJ0015'3/8-INCH DIAMETER STEEL PIPE, 0.46 METER (1.51 FT) BELOW THE GROUND
 OJ0015'SURFACE.  NOTE, MARK IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0015'ACCESS COVER STAMPED LIGHT.
 OJ0015
 OJ0015                          STATION RECOVERY (1995)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0015'RECOVERED AS DESCRIBED.
 OJ0015
 OJ0015                          STATION RECOVERY (1998)
 OJ0015
 OJ0015'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0015'RECOVERED AS DESCRIBED.
 OJ0015
 OJ0015                          STATION RECOVERY (2002)
 OJ0015
 OJ0015'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0015'RECOVERED IN GOOD CONDITION.
 OJ0015
 OJ0015                          STATION RECOVERY (2005)
 OJ0015
 OJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0009 ***********************************************************************
 OJ0009  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0009  DESIGNATION -  901 4098 RETAINING WALL
 OJ0009  PID         -  OJ0009
 OJ0009  STATE/COUNTY-  MI/ST CLAIR
 OJ0009  USGS QUAD   -  LAKEPORT (1976)
 OJ0009
 OJ0009                         *CURRENT SURVEY CONTROL
 OJ0009  ___________________________________________________________________
 OJ0009* NAD 83(1986)-  43 00 24.     (N)    082 25 20.     (W)     SCALED    
 OJ0009* NAVD 88     -       179.597  (meters)     589.23   (feet)  ADJUSTED  
 OJ0009  ___________________________________________________________________
 OJ0009  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0009  DYNAMIC HT  -         179.553 (meters)     589.08  (feet)  COMP
 OJ0009  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OJ0009
 OJ0009  VERT ORDER  -  FIRST     CLASS 0
 OJ0009
 OJ0009.The horizontal coordinates were scaled from a topographic map and have
 OJ0009.an estimated accuracy of +/- 6 seconds.
 OJ0009
 OJ0009.The orthometric height was determined by differential leveling
 OJ0009.and adjusted by the National Geodetic Survey in June 1991..
 OJ0009.WARNING-Repeat measurements at this control monument indicate possible
 OJ0009.vertical movement.
 OJ0009
 OJ0009.This Tidal Bench Mark is designated as VM 13014
 OJ0009.by the Center for Operational Oceanographic Products and Services.
 OJ0009
 OJ0009.The geoid height was determined by GEOID03.
 OJ0009
 OJ0009.The dynamic height is computed by dividing the NAVD 88
 OJ0009.geopotential number by the normal gravity value computed on the
 OJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0009.degrees latitude (g = 980.6199 gals.).
 OJ0009
 OJ0009.The modeled gravity was interpolated from observed gravity values.
 OJ0009
 OJ0009;                    North         East    Units  Estimated Accuracy
 OJ0009;SPC MI S     -   169,190.    4,158,510.      MT  (+/- 180 meters Scaled)
 OJ0009
 OJ0009                          SUPERSEDED SURVEY CONTROL
 OJ0009
 OJ0009  NGVD 29 (??/??/??)  179.714  (m)          589.61   (f) ADJUSTED    1 0
 OJ0009
 OJ0009.Superseded values are not recommended for survey control.
 OJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0009.See file dsdata.txt to determine how the superseded data were derived.
 OJ0009
 OJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH840625(NAD 83)
 OJ0009_MARKER: DD = SURVEY DISK
 OJ0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0009_SP_SET: RETAINING WALL
 OJ0009_STAMPING: RETAINING WALL
 OJ0009_MARK LOGO: USLS  
 OJ0009_PROJECTION: FLUSH
 OJ0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0009+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0009
 OJ0009  HISTORY     - Date     Condition        Report By
 OJ0009  HISTORY     - 1930     MONUMENTED       USLS
 OJ0009  HISTORY     - 1970     GOOD             USLS
 OJ0009  HISTORY     - 1980     GOOD             NGS
 OJ0009  HISTORY     - 1983     GOOD             USPSQD
 OJ0009  HISTORY     - 19941019 GOOD             NOS
 OJ0009  HISTORY     - 19950928 GOOD             USPSQD
 OJ0009  HISTORY     - 19951021 GOOD             NOS
 OJ0009  HISTORY     - 19970705 GOOD             USPSQD
 OJ0009  HISTORY     - 19980728 GOOD             OHM
 OJ0009  HISTORY     - 20020505 GOOD             USPSQD
 OJ0009  HISTORY     - 20050804 GOOD             NGS
 OJ0009
 OJ0009                          STATION DESCRIPTION
 OJ0009
 OJ0009'DESCRIBED BY US LAKE SURVEY 1970
 OJ0009'AT PORT HURON.
 OJ0009'RETAINING WALL IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN,
 OJ0009'AT FORT GRATIOT LIGHTHOUSE, ABOUT 10 FEET SOUTH OF SMALL BUILDING
 OJ0009'ATTACHED TO THE LIGHTHOUSE TOWER, ON TOP AND ON CENTERLINE
 OJ0009'OF A CONCRETE WALL, 2.7 FEET FROM THE WEST END OF THE WALL,
 OJ0009'BEING HIGHEST POINT ON TOP OF A BRONZE DISC SET INTO THE CONCRETE,
 OJ0009'BM RETAINING WALL 1930.
 OJ0009
 OJ0009                          STATION RECOVERY (1980)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0009'IN PORT HURON SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS
 OJ0009'ON THE PROPERTY OF THE U S COAST GUARD NEAR THE FORT GRATIOT
 OJ0009'LIGHTHOUSE SET IN TOP OF THE SOUTHERN END OF A U SHAPED RETAINING
 OJ0009'WALL AROUND THE LIGHTHOUSE, 3.07 METERS (10.1 FEET) SOUTH-SOUTHEAST
 OJ0009'OF THE SOUTHEAST CORNER OF SMALL ENTRANCE HOUSE TO LIGHTHOUSE,
 OJ0009'0.83 METER (2.7 FEET) EAST OF THE WEST END OF THE RETAINING WALL,
 OJ0009'NOTE, IF MARK WAS STAMPED, IT IS NOT LEGIBLE AT THIS TIME
 OJ0009'THE MARK IS 0.49 M ABOVE GROUND.
 OJ0009
 OJ0009                          STATION RECOVERY (1983)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (1994)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0009'RETAINING WALL IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN,
 OJ0009'SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD STREETS ON THE PROPERTY
 OJ0009'OF THE U S COAST GUARD NEAR THE FORT GRATIOT LIGHTHOUSE SET IN TOP OF
 OJ0009'THE SOUTHERN END OF A U SHAPED RETAINING WALL AROUND THE LIGHTHOUSE,
 OJ0009'31.15 METERS (102.20 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BUILDING
 OJ0009'NUMBER 3 ON COAST GURARD PROPERTY, 3.07 METERS (10.07 FT)
 OJ0009'SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF SMALL ENTRANCE HOUSE TO
 OJ0009'LIGHTHOUSE, 0.83 METER (2.72 FT) EAST OF THE WEST END OF THE RETAINING
 OJ0009'WALL, 0.49 METERS (1.61 FT) ABOVE THE GROUND.
 OJ0009
 OJ0009                          STATION RECOVERY (1995)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (1995)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0009'RECOVERED AS DESCRIBED.
 OJ0009
 OJ0009                          STATION RECOVERY (1997)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (1998)
 OJ0009
 OJ0009'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0009'THIS STATION WAS RECOVERED BASED ON THE 1994 RECOVERY AND WAS VERIFIED
 OJ0009'IN ELEVATION WITH REFERENCE TO STATION 901 4098 FORT - PID OJ0014.
 OJ0009
 OJ0009                          STATION RECOVERY (2002)
 OJ0009
 OJ0009'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0009'RECOVERED IN GOOD CONDITION.
 OJ0009
 OJ0009                          STATION RECOVERY (2005)
 OJ0009
 OJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0009'ARROW ON DISK POINTS S50W.  THIS GRAVITY BASE STATION 'PORT HURON C',
 OJ0009'DOD 3255-1, IGB 15332 .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0899 ***********************************************************************
 NE0899  DESIGNATION -  903 4052 E
 NE0899  PID         -  NE0899
 NE0899  STATE/COUNTY-  MI/MACOMB
 NE0899  USGS QUAD   -  GROSSE POINTE (1983)
 NE0899
 NE0899                         *CURRENT SURVEY CONTROL
 NE0899  ___________________________________________________________________
 NE0899* NAD 83(1986)-  42 28 23.     (N)    082 52 46.     (W)     SCALED    
 NE0899* NAVD 88     -       177.218  (meters)     581.42   (feet)  ADJUSTED  
 NE0899  ___________________________________________________________________
 NE0899  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0899  DYNAMIC HT  -         177.168 (meters)     581.26  (feet)  COMP
 NE0899  MODELED GRAV-     980,332.7   (mgal)                       NAVD 88
 NE0899
 NE0899  VERT ORDER  -  FIRST     CLASS II
 NE0899
 NE0899.The horizontal coordinates were scaled from a topographic map and have
 NE0899.an estimated accuracy of +/- 6 seconds.
 NE0899
 NE0899.The orthometric height was determined by differential leveling
 NE0899.and adjusted by the National Geodetic Survey in June 1991..
 NE0899
 NE0899.The geoid height was determined by GEOID03.
 NE0899
 NE0899.The dynamic height is computed by dividing the NAVD 88
 NE0899.geopotential number by the normal gravity value computed on the
 NE0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0899.degrees latitude (g = 980.6199 gals.).
 NE0899
 NE0899.The modeled gravity was interpolated from observed gravity values.
 NE0899
 NE0899;                    North         East    Units  Estimated Accuracy
 NE0899;SPC MI S     -   109,170.    4,122,290.      MT  (+/- 180 meters Scaled)
 NE0899
 NE0899                          SUPERSEDED SURVEY CONTROL
 NE0899
 NE0899  NGVD 29 (??/??/??)  177.361  (m)          581.89   (f) ADJUSTED    1 2
 NE0899
 NE0899.Superseded values are not recommended for survey control.
 NE0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0899.See file dsdata.txt to determine how the superseded data were derived.
 NE0899
 NE0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH455040(NAD 83)
 NE0899_MARKER: DJ = TIDAL STATION DISK
 NE0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0899_SP_SET: RETAINING WALL
 NE0899_STAMPING: 4052 E 1977
 NE0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0899+STABILITY: SURFACE MOTION
 NE0899
 NE0899  HISTORY     - Date     Condition        Report By
 NE0899  HISTORY     - 1977     MONUMENTED       NOS
 NE0899  HISTORY     - 1980     GOOD             NGS
 NE0899  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NE0899  HISTORY     - 19990621 MARK NOT FOUND   USPSQD
 NE0899
 NE0899                          STATION DESCRIPTION
 NE0899
 NE0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0899'IN ST CLAIR SHORES.
 NE0899'IN SAINT CLAIR SHORES, AT THE COAST GUARD STATION, SET IN THE TOP
 NE0899'OF THE SECOND STEP OF A 3 STEP CONCRETE RETAINING WALL FOR THE
 NE0899'ENTRANCE STEPS TO THE CONCRETE PORCH OF THE COAST GUARD OFFICE
 NE0899'BUILDING, 24.9 METERS (81.8 FEET) WEST OF THE WEST EDGE OF THE
 NE0899'METAL BULKHEAD FOR THE LAKE, 5.0 METERS (16.4 FEET) SOUTHWEST
 NE0899'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE FLAGPOLE.
 NE0899'1.2 METERS (3.7 FEET) NORTH OF THE NORTHEAST CORNER OF THE
 NE0899'BUILDING.
 NE0899'THE MARK IS 0.3 M ABOVE GROUND.
 NE0899
 NE0899                          STATION RECOVERY (1997)
 NE0899
 NE0899'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0899'MARK NOT FOUND.
 NE0899
 NE0899                          STATION RECOVERY (1999)
 NE0899
 NE0899'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0899'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0165 ***********************************************************************
 NE0165  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0165  DESIGNATION -  903 4052 FOOD
 NE0165  PID         -  NE0165
 NE0165  STATE/COUNTY-  MI/MACOMB
 NE0165  USGS QUAD   -  GROSSE POINTE (1983)
 NE0165
 NE0165                         *CURRENT SURVEY CONTROL
 NE0165  ___________________________________________________________________
 NE0165* NAD 83(1986)-  42 28 30.     (N)    082 52 56.     (W)     SCALED    
 NE0165* NAVD 88     -       177.020  (meters)     580.77   (feet)  ADJUSTED  
 NE0165  ___________________________________________________________________
 NE0165  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0165  DYNAMIC HT  -         176.970 (meters)     580.61  (feet)  COMP
 NE0165  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NE0165
 NE0165  VERT ORDER  -  FIRST     CLASS 0
 NE0165
 NE0165.The horizontal coordinates were scaled from a topographic map and have
 NE0165.an estimated accuracy of +/- 6 seconds.
 NE0165
 NE0165.The orthometric height was determined by differential leveling
 NE0165.and adjusted by the National Geodetic Survey in June 1991..
 NE0165
 NE0165.This Tidal Bench Mark is designated as VM 12968
 NE0165.by the Center for Operational Oceanographic Products and Services.
 NE0165
 NE0165.The geoid height was determined by GEOID03.
 NE0165
 NE0165.The dynamic height is computed by dividing the NAVD 88
 NE0165.geopotential number by the normal gravity value computed on the
 NE0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0165.degrees latitude (g = 980.6199 gals.).
 NE0165
 NE0165.The modeled gravity was interpolated from observed gravity values.
 NE0165
 NE0165;                    North         East    Units  Estimated Accuracy
 NE0165;SPC MI S     -   109,380.    4,122,050.      MT  (+/- 180 meters Scaled)
 NE0165
 NE0165                          SUPERSEDED SURVEY CONTROL
 NE0165
 NE0165  NGVD 29 (??/??/??)  177.163  (m)          581.24   (f) ADJUSTED    1 0
 NE0165
 NE0165.Superseded values are not recommended for survey control.
 NE0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0165.See file dsdata.txt to determine how the superseded data were derived.
 NE0165
 NE0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH452042(NAD 83)
 NE0165_MARKER: P = PIPE CAP
 NE0165_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0165_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0165_PROJECTION: RECESSED 3 CENTIMETERS
 NE0165_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0165_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0165+STABILITY: POSITION/ELEVATION WELL
 NE0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0165+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 NE0165_ROD/PIPE-DEPTH: 28.9 meters
 NE0165_SLEEVE-DEPTH  : 0 meters
 NE0165
 NE0165  HISTORY     - Date     Condition        Report By
 NE0165  HISTORY     - 1970     MONUMENTED       USLS
 NE0165  HISTORY     - 1970     GOOD             USLS
 NE0165  HISTORY     - 1980     GOOD             NGS
 NE0165  HISTORY     - 19941103 GOOD             NOS
 NE0165  HISTORY     - 19951106 GOOD             NOS
 NE0165  HISTORY     - 19970311 GOOD             USPSQD
 NE0165  HISTORY     - 20021012 GOOD             USPSQD
 NE0165  HISTORY     - 20060615 GOOD             ADVGEO
 NE0165  HISTORY     - 20060815 GOOD             SPALD
 NE0165
 NE0165                          STATION DESCRIPTION
 NE0165
 NE0165'DESCRIBED BY US LAKE SURVEY 1970
 NE0165'AT ST CLAIR SHORES.
 NE0165'FOOD IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, NEAR U.S. COAST
 NE0165'GUARD STATION, IN CITY OF ST. CLAIR SHORES PARK, 117.0 FEET
 NE0165'SOUTHWEST OF UTILITY POLE NO. T-5391 ON NORTH SIDE OF ROAD
 NE0165'LEADING TO STATION, 74.3 FEET SOUTHEAST OF A FIRE HYDRANT, 36.1
 NE0165'FEET SOUTHEAST OF EAST END OF A 4-FOOT HIGH WIRE MESH FENCE,
 NE0165'16.7 FEET SOUTHEAST OF 4-INCH DIAMETER STEEL POST SUPPORTING
 NE0165'NORTHEAST CORNER OF CONCESSION BUILDING ROOF, 16.4 FEET EAST
 NE0165'OF NORTHEAST CORNER AND IN LINE WITH NORTH FACE OF BUILDING,
 NE0165'6.0 FEET EAST OF EAST EDGE OF CONCRETE WALK AROUND BUILDING,
 NE0165'1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 NE0165'TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 NE0165'GALVANIZED STEEL PIPE, 95 FEET LONG.  THE PIPE IS ENCASED IN
 NE0165'A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A
 NE0165'6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE
 NE0165'GROUND SURFACE.  NOTE-- PREV. DESIG. BM FOOD 1970.
 NE0165
 NE0165                          STATION RECOVERY (1980)
 NE0165
 NE0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0165'IN SAINT CLAIR SHORES, AT THE SAINT CLAIR RECREATION CENTER BATH
 NE0165'HOUSE BUILDING, 0.25 KILOMETER (0.15 MILE) WEST OF THE COAST GUARD
 NE0165'STATION, SET IN THE LAWN ON THE EAST SIDE OF THE BUILDING AND IN
 NE0165'LINE WITH THE NORTH FACE, 22.6 METERS (74.3 FEET) SOUTHEAST OF A
 NE0165'FIRE HYDRANT, 5.1 METERS (16.5 FEET) SOUTHEAST OF A 4-INCH METAL
 NE0165'POST SUPPORTING THE NORTHEAST CORNER OFROOF, 5.0 METERS (16.4 FEET)
 NE0165'EAST OF THE NORTHEAST CORNER OF THE BUILDING, 1.8 METERS (6.0 FEET)
 NE0165'EAST OF THE EAST EDGE OF THE SIDEWALK, NOTE, THIS MARK IS A 3/8
 NE0165'INCH STAINLESS STEEL PLUG ON TOP OF A GALVANIZED PIPE ENCASED IN A
 NE0165'1-INCH STEEL PIPE WHICH IN ENCASED BY A 6-INCH CONCRETE PIPE
 NE0165'1 FOOT BELOW THE GROUND.
 NE0165'THE MARK IS 0.3 M BELOW GROUND.
 NE0165
 NE0165                          STATION RECOVERY (1994)
 NE0165
 NE0165'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0165'FOOD IS AT ST.  CLAIR SHORES, MACOMB COUNTY, MICHIGAN, AT THE SAINT
 NE0165'CLAIR RECREATION CENTER BATH HOUSE BUILDING, 0.25 KILOMETER (0.15 MI)
 NE0165'WEST OF THE COAST GUARD STATION, SET IN THE LAWN ON THE EAST SIDE OF
 NE0165'THE BUILDING AND IN LINE WITH THE NORTH FACE, 22.6 METERS (74.1 FT)
 NE0165'SOUTHEAST OF A FIRE HYDRANT, 15.3 METERS (50.2 FT) NORTHEAST OF THE
 NE0165'SOUTHEAST CORNER OF RECREATION BUILDING, 5.1 METERS (16.7 FT) SOUTH OF
 NE0165'A 4-INCH METAL POST SUPPORTING THE NORTHEAST CORNER OF ROOF, 5.0
 NE0165'METERS (16.4 FT) EAST OF THE NORTHEAST CORNER OF THE BUILDING, 1.9
 NE0165'METERS (6.2 FT) EAST OF THE EAST EDGE OF THE SIDEWALK, 0.46 METER
 NE0165'(1.51 FT) BELOW GROUND SURFACE.  NOTE, THIS MARK IS A STAINLESS STEEL
 NE0165'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE ENCASED IN A
 NE0165'1-INCH DIAMETER STEEL PIPE WHICH IN ENCASED BY A 6-INCH CONCRETE PIPE
 NE0165'WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0165
 NE0165                          STATION RECOVERY (1995)
 NE0165
 NE0165'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0165'RECOVERED AS DESCRIBED.
 NE0165
 NE0165                          STATION RECOVERY (1997)
 NE0165
 NE0165'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2002)
 NE0165
 NE0165'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2006)
 NE0165
 NE0165'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAF)
 NE0165'RECOVERED IN GOOD CONDITION.
 NE0165
 NE0165                          STATION RECOVERY (2006)
 NE0165
 NE0165'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0167 ***********************************************************************
 NE0167  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0167  DESIGNATION -  903 4052 TOWER
 NE0167  PID         -  NE0167
 NE0167  STATE/COUNTY-  MI/MACOMB
 NE0167  USGS QUAD   -  GROSSE POINTE (1983)
 NE0167
 NE0167                         *CURRENT SURVEY CONTROL
 NE0167  ___________________________________________________________________
 NE0167* NAD 83(1986)-  42 28 24.     (N)    082 52 48.     (W)     SCALED    
 NE0167* NAVD 88     -       177.117  (meters)     581.09   (feet)  ADJUSTED  
 NE0167  ___________________________________________________________________
 NE0167  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0167  DYNAMIC HT  -         177.067 (meters)     580.93  (feet)  COMP
 NE0167  MODELED GRAV-     980,332.7   (mgal)                       NAVD 88
 NE0167
 NE0167  VERT ORDER  -  FIRST     CLASS 0
 NE0167
 NE0167.The horizontal coordinates were scaled from a topographic map and have
 NE0167.an estimated accuracy of +/- 6 seconds.
 NE0167
 NE0167.The orthometric height was determined by differential leveling
 NE0167.and adjusted by the National Geodetic Survey in February 1997..
 NE0167.WARNING-Repeat measurements at this control monument indicate possible
 NE0167.vertical movement.
 NE0167
 NE0167.This Tidal Bench Mark is designated as VM 12970
 NE0167.by the Center for Operational Oceanographic Products and Services.
 NE0167
 NE0167.The geoid height was determined by GEOID03.
 NE0167
 NE0167.The dynamic height is computed by dividing the NAVD 88
 NE0167.geopotential number by the normal gravity value computed on the
 NE0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0167.degrees latitude (g = 980.6199 gals.).
 NE0167
 NE0167.The modeled gravity was interpolated from observed gravity values.
 NE0167
 NE0167;                    North         East    Units  Estimated Accuracy
 NE0167;SPC MI S     -   109,200.    4,122,240.      MT  (+/- 180 meters Scaled)
 NE0167
 NE0167                          SUPERSEDED SURVEY CONTROL
 NE0167
 NE0167  NAVD 88 (06/15/91)  177.123  (m)          581.11   (f) UNKNOWN     1 0
 NE0167  NGVD 29 (??/??/??)  177.266  (m)          581.58   (f) ADJUSTED    1 0
 NE0167
 NE0167.Superseded values are not recommended for survey control.
 NE0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0167.See file dsdata.txt to determine how the superseded data were derived.
 NE0167
 NE0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH454040(NAD 83)
 NE0167_MARKER: X = CHISELED CROSS
 NE0167_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0167_SP_SET: LEG FOOTING
 NE0167_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0167+STABILITY: SURFACE MOTION
 NE0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0167+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 NE0167
 NE0167  HISTORY     - Date     Condition        Report By
 NE0167  HISTORY     - 1968     MONUMENTED       USLS
 NE0167  HISTORY     - 1970     GOOD             USLS
 NE0167  HISTORY     - 1980     GOOD             NGS
 NE0167  HISTORY     - 19941103 GOOD             NOS
 NE0167  HISTORY     - 19951106 GOOD             NOS
 NE0167  HISTORY     - 20010331 GOOD             NGS
 NE0167  HISTORY     - 20021012 GOOD             USPSQD
 NE0167  HISTORY     - 20060523 GOOD             SPALD
 NE0167  HISTORY     - 20060615 GOOD             ADVGEO
 NE0167
 NE0167                          STATION DESCRIPTION
 NE0167
 NE0167'DESCRIBED BY US LAKE SURVEY 1970
 NE0167'AT ST CLAIR SHORES.
 NE0167'TOWER IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, AT THE U.S.
 NE0167'COAST GUARD STATION, 20.3 FEET NORTHWEST OF SOUTHWEST CORNER
 NE0167'OF GARAGE, 14.9 FEET SOUTHWEST OF NORTHWEST CORNER OF GARAGE,
 NE0167'ON WEST LEG OF AN 18-INCH DIAMETER ANTENNA FOOT, 1/4 FOOT ABOVE
 NE0167'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 NE0167'DIAMETER BOLT SET INTO THE CONCRETE FOOTING AND MARKED BY A
 NE0167'CHISELED CROSS ON THE TOP.  NOTE-- PREV. DESIG. BM TOWER 1968.
 NE0167
 NE0167                          STATION RECOVERY (1980)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0167'IN SAINT CLAIR SHORES, AT THE COAST GUARD STATION, THIS MARK IS THE
 NE0167'TOP OF AN 5/8-INCH DIAMETER BOLT MARKED WITH AN X SET INTO THE
 NE0167'CONCRETE FOOTING BOLTING DOWN THE WEST LEG OF THE RADIO ANTENNA
 NE0167'OF THE COAST GUARD STATION. 6.18 METERS (20.3 FEET) NORTHWEST
 NE0167'OF THE SOUTHWEST CORNER OF THE GARAGE BUILDING, 0.6 METER (2.0
 NE0167'FEET) EAST OF THE WOODEN FENCE AROUND THE ANTENNA.
 NE0167'THE MARK IS 0.1 M BELOW GROUND.
 NE0167
 NE0167                          STATION RECOVERY (1994)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0167'TOWER IS AT ST.  CLAIR SHORES, MACOMB COUNTY, MICHIGAN, AT THE COAST
 NE0167'GUARD STATION, THIS MARK IS THE TOP OF AN 5/8-INCH DIAMETER BOLT
 NE0167'MARKED WITH AN X SET INTO THE 18-INCH DIAMETER CONCRETE FOOTING
 NE0167'BOLTING DOWN THE WEST LEG OF THE RADIO ANTENNA OF THE COAST GUARD
 NE0167'STATION, 15.9 METERS (52.2 FT) SOUTHWEST OF THE NORTHWEST CORNER OF
 NE0167'THE GARAGE, 10.5 METERS (34.4 FT) WEST OF THE SOUTHWEST CORNER OF THE
 NE0167'GARAGE, 7.8 METERS (25.6 FT) SOUTHEAST OF THE NORTHWEST FACE OF THE
 NE0167'BULKHEAD, 0.39 METER (1.28 FT) ABOVE THE GROUND.
 NE0167
 NE0167                          STATION RECOVERY (1995)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0167'RECOVERED AS DESCRIBED.
 NE0167
 NE0167                          STATION RECOVERY (2001)
 NE0167
 NE0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0167'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0167
 NE0167                          STATION RECOVERY (2002)
 NE0167
 NE0167'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0167'RECOVERED IN GOOD CONDITION.
 NE0167
 NE0167                          STATION RECOVERY (2006)
 NE0167
 NE0167'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0167'RECOVERED IN GOOD CONDITION.
 NE0167
 NE0167                          STATION RECOVERY (2006)
 NE0167
 NE0167'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAF)
 NE0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0168 ***********************************************************************
 NE0168  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0168  DESIGNATION -  903 4052 USCG
 NE0168  PID         -  NE0168
 NE0168  STATE/COUNTY-  MI/MACOMB
 NE0168  USGS QUAD   -  GROSSE POINTE (1983)
 NE0168
 NE0168                         *CURRENT SURVEY CONTROL
 NE0168  ___________________________________________________________________
 NE0168* NAD 83(1986)-  42 28 27.     (N)    082 52 44.     (W)     SCALED    
 NE0168* NAVD 88     -       176.708  (meters)     579.75   (feet)  ADJUSTED  
 NE0168  ___________________________________________________________________
 NE0168  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0168  DYNAMIC HT  -         176.658 (meters)     579.59  (feet)  COMP
 NE0168  MODELED GRAV-     980,332.7   (mgal)                       NAVD 88
 NE0168
 NE0168  VERT ORDER  -  FIRST     CLASS 0
 NE0168
 NE0168.The horizontal coordinates were scaled from a topographic map and have
 NE0168.an estimated accuracy of +/- 6 seconds.
 NE0168
 NE0168.The orthometric height was determined by differential leveling
 NE0168.and adjusted by the National Geodetic Survey in June 1991..
 NE0168
 NE0168.This Tidal Bench Mark is designated as VM 12969
 NE0168.by the Center for Operational Oceanographic Products and Services.
 NE0168
 NE0168.The geoid height was determined by GEOID03.
 NE0168
 NE0168.The dynamic height is computed by dividing the NAVD 88
 NE0168.geopotential number by the normal gravity value computed on the
 NE0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0168.degrees latitude (g = 980.6199 gals.).
 NE0168
 NE0168.The modeled gravity was interpolated from observed gravity values.
 NE0168
 NE0168;                    North         East    Units  Estimated Accuracy
 NE0168;SPC MI S     -   109,290.    4,122,330.      MT  (+/- 180 meters Scaled)
 NE0168
 NE0168                          SUPERSEDED SURVEY CONTROL
 NE0168
 NE0168  NGVD 29 (??/??/??)  176.851  (m)          580.22   (f) ADJUSTED    1 0
 NE0168
 NE0168.Superseded values are not recommended for survey control.
 NE0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0168.See file dsdata.txt to determine how the superseded data were derived.
 NE0168
 NE0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH455041(NAD 83)
 NE0168_MARKER: DD = SURVEY DISK
 NE0168_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0168_SP_SET: GAUGE HOUSE FOUNDATION
 NE0168_STAMPING: USCG
 NE0168_MARK LOGO: USE   
 NE0168_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0168+STABILITY: SURFACE MOTION
 NE0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0168+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 NE0168
 NE0168  HISTORY     - Date     Condition        Report By
 NE0168  HISTORY     - 1968     MONUMENTED       USLS
 NE0168  HISTORY     - 1970     GOOD             USLS
 NE0168  HISTORY     - 1980     GOOD             NGS
 NE0168  HISTORY     - 19941103 GOOD             NOS
 NE0168  HISTORY     - 19951106 GOOD             NOS
 NE0168  HISTORY     - 20010331 GOOD             NGS
 NE0168  HISTORY     - 20021012 GOOD             USPSQD
 NE0168  HISTORY     - 20060615 GOOD             ADVGEO
 NE0168  HISTORY     - 20060815 GOOD             SPALD
 NE0168
 NE0168                          STATION DESCRIPTION
 NE0168
 NE0168'DESCRIBED BY US LAKE SURVEY 1970
 NE0168'AT ST CLAIR SHORES.
 NE0168'USCG IS AT ST. CLAIR SHORES, MACOMB COUNTY, MICHIGAN, ON EAST SIDE
 NE0168'OF JEFFERSON AVENUE, AT U.S. COAST GUARD, NEAR SOUTHWEST CORNER
 NE0168'OF CONCRETE FOUNDATION OF U.S. LAKE SURVEY GAGE HOUSE, 1/2-FOOT
 NE0168'ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 NE0168'CENTER OF BRONZE DISC SET INTO THE CONCRETE FOUNDATION.
 NE0168'NOTE-- PREV. DESIG BM USCG 1968.
 NE0168
 NE0168                          STATION RECOVERY (1980)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0168'IN SAINT CLAIR SHORES, AT THE COAST GUARD STATION, SET AT THE
 NE0168'SOUTHWEST CORNER OF THE U. S. LAKE SURVEY GAGE HOUSE IN ITS CONCRETE
 NE0168'FOUNDATION, THE GAGE HOUSE IS AN 8 FOOT HIGH 8 FOOT BY 8 FOOT BRICK
 NE0168'BUILDING AND IS ON THE NORTH SIDE OF THE CHAIN LINK GATE FOR THE
 NE0168'COAST GUARD STATION. 3.96 METERS (13.0 FEET) NORTHEAST OF THE NORTH
 NE0168'ENTRANCE GATE POST FOR THE COST GUARD STATION, 0.3 METER (1 FOOT)
 NE0168'NORTH OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE
 NE0168'GAGE HOUSE, 0.12 METER (0.3 FOOT) WEST OF THE SOUTHWEST CORNER
 NE0168'OF THE GAGE HOUSE.
 NE0168'THE MARK IS 0.18 M ABOVE GROUND.
 NE0168
 NE0168                          STATION RECOVERY (1994)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0168'IN ST.  CLAIR SHORES, MICHIGAN, ON EAST SIDE OF JEFFERSON AVENUE, AT
 NE0168'THE COAST GUARD STATION,  AT THE SOUTHWEST CORNER CORNER OF THE
 NE0168'NATIONAL OCEAN SERVICE GAUGE HOUSE IN THE CONCRETE FOUNDATION, THE
 NE0168'GAGE HOUSE IS AN 8-FOOT HIGH 8-FOOT BY 8-FOOT BRICK BUILDING AND IS ON
 NE0168'THE NORTH SIDE OF THE CHAIN LINK GATE FOR THE COAST GUARD STATION.
 NE0168'16.5 METERS (54.1 FT) EAST OF THE NORTH ENTRANCE GATE POST FOR THE
 NE0168'COAST GUARD STATION, 0.3 METER (1.0 FT) NORTH OF THE SOUTHWEST CORNER
 NE0168'OF THE CONCRETE FOUNDATION OF THE GAGE HOUSE, 0.12 METER (0.39 FT)
 NE0168'WEST OF THE SOUTHWEST CORNER OF THE GAGE HOUSE.
 NE0168
 NE0168                          STATION RECOVERY (1995)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0168'RECOVERED AS DESCRIBED.
 NE0168
 NE0168                          STATION RECOVERY (2001)
 NE0168
 NE0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0168
 NE0168                          STATION RECOVERY (2002)
 NE0168
 NE0168'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0168'RECOVERED IN GOOD CONDITION.
 NE0168
 NE0168                          STATION RECOVERY (2006)
 NE0168
 NE0168'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAF)
 NE0168'RECOVERED IN GOOD CONDITION.
 NE0168
 NE0168                          STATION RECOVERY (2006)
 NE0168
 NE0168'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0513 ***********************************************************************
 NE0513  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0513  DESIGNATION -  904 4020 ADAMS
 NE0513  PID         -  NE0513
 NE0513  STATE/COUNTY-  MI/WAYNE
 NE0513  USGS QUAD   -  ROCKWOOD (1981)
 NE0513
 NE0513                         *CURRENT SURVEY CONTROL
 NE0513  ___________________________________________________________________
 NE0513* NAD 83(1986)-  42 05 28.     (N)    083 11 11.     (W)     SCALED    
 NE0513* NAVD 88     -       175.919  (meters)     577.16   (feet)  ADJUSTED  
 NE0513  ___________________________________________________________________
 NE0513  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0513  DYNAMIC HT  -         175.861 (meters)     576.97  (feet)  COMP
 NE0513  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NE0513
 NE0513  VERT ORDER  -  FIRST     CLASS I
 NE0513
 NE0513.The horizontal coordinates were scaled from a topographic map and have
 NE0513.an estimated accuracy of +/- 6 seconds.
 NE0513
 NE0513.The orthometric height was determined by differential leveling
 NE0513.and adjusted by the National Geodetic Survey in June 1991..
 NE0513
 NE0513.This Tidal Bench Mark is designated as VM 12936
 NE0513.by the Center for Operational Oceanographic Products and Services.
 NE0513
 NE0513.The geoid height was determined by GEOID03.
 NE0513
 NE0513.The dynamic height is computed by dividing the NAVD 88
 NE0513.geopotential number by the normal gravity value computed on the
 NE0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0513.degrees latitude (g = 980.6199 gals.).
 NE0513
 NE0513.The modeled gravity was interpolated from observed gravity values.
 NE0513
 NE0513;                    North         East    Units  Estimated Accuracy
 NE0513;SPC MI S     -    66,350.    4,097,640.      MT  (+/- 180 meters Scaled)
 NE0513
 NE0513                          SUPERSEDED SURVEY CONTROL
 NE0513
 NE0513  NGVD 29 (??/??/??)  176.090  (m)          577.72   (f) ADJUSTED    1 1
 NE0513
 NE0513.Superseded values are not recommended for survey control.
 NE0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0513.See file dsdata.txt to determine how the superseded data were derived.
 NE0513
 NE0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG191622(NAD 83)
 NE0513_MARKER: Z = SEE DESCRIPTION
 NE0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0513_MARK LOGO: NONE  
 NE0513_PROJECTION: RECESSED 30 CENTIMETERS
 NE0513_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0513_ROD/PIPE-DEPTH: 2.44 meters
 NE0513
 NE0513  HISTORY     - Date     Condition        Report By
 NE0513  HISTORY     - 1968     MONUMENTED       USLS
 NE0513  HISTORY     - 1968     GOOD             NGS
 NE0513  HISTORY     - 1980     GOOD             NGS
 NE0513  HISTORY     - 19941114 GOOD             NOS
 NE0513  HISTORY     - 19951109 GOOD             NOS
 NE0513
 NE0513                          STATION DESCRIPTION
 NE0513
 NE0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0513'AT GIBRALTAR.
 NE0513'AT GIBRALTAR, 51 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 NE0513'OF ADAMS DRIVE AND GRANDVIEW STREET, 40 FEET EAST OF THE CENTER
 NE0513'LINE OF ADAMS DRIVE, 31 1/2 FEET SOUTH OF THE CENTER LINE OF
 NE0513'GRANDVIEW STREET, 9.9 FEET NORTHEAST OF THE NORTHEAST CORNER
 NE0513'OF THE EAST ONE OF TWO 1 1/2-FOOT SQUARE 6-FOOT HIGH CONCRETE
 NE0513'POST, 12 1/2 FEET WEST OF A 24-INCH MAPLE TREE, 4 1/2 FEET NORTH
 NE0513'OF AN EAST-WEST FENCE LINE, 4.5 FEET NORTH OF A METAL WITNESS
 NE0513'POST, A STEEL PLUG ON TOP OF A GALVANIZED STEEL PIPE 1 FOOT
 NE0513'UNDERGROUND PROTECTED BY A 6 INCH TILE WITH A CONCRETE COVER
 NE0513'WHICH IS 6 INCHES UNDERGROUND.
 NE0513
 NE0513                          STATION RECOVERY (1980)
 NE0513
 NE0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0513'RECOVERED IN GOOD CONDITION.
 NE0513
 NE0513                          STATION RECOVERY (1994)
 NE0513
 NE0513'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0513'BM ADAMS IS AT GIBRALTAR, WAYNE COUNTY, MICHIGAN, 15.5 METERS (50.9
 NE0513'FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ADAMS DRIVE AND
 NE0513'GRANDVIEW STREET, 12.2 METERS (40.0 FT) EAST OF THE CENTER LINE OF
 NE0513'ADAMS DRIVE, 9.6 METERS (31.5 FT) SOUTH OF THE CENTER LINE OF
 NE0513'GRANDVIEW STREET, 3.0 METERS (9.8 FT) NORTHEAST OF THE NORTHEAST
 NE0513'CORNER OF THE EAST ONE OF TWO 1 1/2-FOOT SQUARE 6-FOOT HIGH CONCRETE
 NE0513'POST, 3.8 METERS (12.5 FT) WEST OF A 24-INCH MAPLE TREE, 1.4 METERS
 NE0513'(4.6 FT) NORTH OF AN EAST-WEST FENCE LINE, A STAINLESS STEEL PLUG ON
 NE0513'TOP OF A 3/8 INCH GALVANIZED STEEL PIPE 2.44 METERS (8.01 FT) LONG,
 NE0513'0.3 METERS (1.0 FT) UNDERGROUND PROTECTED BY A 6 INCH CONCRETE PIPE
 NE0513'WITH A ALUMINUM ACCESS COVER WHICH IS FLUSH WITH THE GROUND.
 NE0513
 NE0513                          STATION RECOVERY (1995)
 NE0513
 NE0513'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0513'BM ADAMS IS AT GIBRALTAR, WAYNE COUNTY, MICHIGAN, 15.5 METERS (50.9
 NE0513'FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ADAMS DRIVE AND
 NE0513'GRANDVIEW STREET, 12.2 METERS (40.0 FT) EAST OF THE CENTER LINE OF
 NE0513'ADAMS DRIVE, 9.6 METERS (31.5 FT) SOUTH OF THE CENTER LINE OF
 NE0513'GRANDVIEW STREET, 3.0 METERS (9.8 FT) NORTHEAST OF THE NORTHEAST
 NE0513'CORNER OF THE EAST ONE OF TWO 1 1/2-FOOT SQUARE 6-FOOT HIGH CONCRETE
 NE0513'POST, 3.8 METERS (12.5 FT) WEST OF A 24-INCH MAPLE TREE, 1.4 METERS
 NE0513'(4.6 FT) NORTH OF AN EAST-WEST FENCE LINE, A STAINLESS STEEL PLUG ON
 NE0513'TOP OF A 3/8 INCH GALVANIZED STEEL PIPE 2.44 METERS (8.01 FT) LONG,
 NE0513'0.3 METERS (1.0 FT) UNDERGROUND PROTECTED BY A 6 INCH CONCRETE PIPE
 NE0513'WITH A ALUMINUM ACCESS COVER WHICH IS FLUSH WITH THE GROUND.  WITH
 NE0513'NOAA WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0509 ***********************************************************************
 NE0509  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0509  DESIGNATION -  904 4020 D 54
 NE0509  PID         -  NE0509
 NE0509  STATE/COUNTY-  MI/WAYNE
 NE0509  USGS QUAD   -  ROCKWOOD (1981)
 NE0509
 NE0509                         *CURRENT SURVEY CONTROL
 NE0509  ___________________________________________________________________
 NE0509* NAD 83(1986)-  42 05 25.     (N)    083 11 17.     (W)     SCALED    
 NE0509* NAVD 88     -       177.900  (meters)     583.66   (feet)  ADJUSTED  
 NE0509  ___________________________________________________________________
 NE0509  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0509  DYNAMIC HT  -         177.841 (meters)     583.47  (feet)  COMP
 NE0509  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NE0509
 NE0509  VERT ORDER  -  FIRST     CLASS I
 NE0509
 NE0509.The horizontal coordinates were scaled from a topographic map and have
 NE0509.an estimated accuracy of +/- 6 seconds.
 NE0509
 NE0509.The orthometric height was determined by differential leveling
 NE0509.and adjusted by the National Geodetic Survey in June 1991..
 NE0509.WARNING-Repeat measurements at this control monument indicate possible
 NE0509.vertical movement.
 NE0509
 NE0509.This Tidal Bench Mark is designated as VM 12937
 NE0509.by the Center for Operational Oceanographic Products and Services.
 NE0509
 NE0509.The geoid height was determined by GEOID03.
 NE0509
 NE0509.The dynamic height is computed by dividing the NAVD 88
 NE0509.geopotential number by the normal gravity value computed on the
 NE0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0509.degrees latitude (g = 980.6199 gals.).
 NE0509
 NE0509.The modeled gravity was interpolated from observed gravity values.
 NE0509
 NE0509;                    North         East    Units  Estimated Accuracy
 NE0509;SPC MI S     -    66,250.    4,097,510.      MT  (+/- 180 meters Scaled)
 NE0509
 NE0509                          SUPERSEDED SURVEY CONTROL
 NE0509
 NE0509  NGVD 29 (??/??/??)  178.071  (m)          584.22   (f) ADJUSTED    1 1
 NE0509
 NE0509.Superseded values are not recommended for survey control.
 NE0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0509.See file dsdata.txt to determine how the superseded data were derived.
 NE0509
 NE0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG190621(NAD 83)
 NE0509_MARKER: DD = SURVEY DISK
 NE0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0509_SP_SET: WATER TABLE
 NE0509_STAMPING: D 54 1932 MCK
 NE0509_MARK LOGO: USLS  
 NE0509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0509
 NE0509  HISTORY     - Date     Condition        Report By
 NE0509  HISTORY     - 1932     MONUMENTED       USLS
 NE0509  HISTORY     - 1968     GOOD             NGS
 NE0509  HISTORY     - 1980     GOOD             NGS
 NE0509  HISTORY     - 19941114 GOOD             NOS
 NE0509  HISTORY     - 19951109 GOOD             NOS
 NE0509
 NE0509                          STATION DESCRIPTION
 NE0509
 NE0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0509'AT GIBRALTAR.
 NE0509'AT GIBRALTAR, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 NE0509'MUNRO AVENUE AND GRANDVIEW STREET, SET VERTICALLY IN THE SOUTH
 NE0509'FACE OF THE CONCRETE WATER TABLE OF A ONE STORY BRICK HOME,
 NE0509'3.7 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING, 3.5
 NE0509'FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 6 FEET ABOVE THE
 NE0509'LEVEL OF THE STREET.
 NE0509
 NE0509                          STATION RECOVERY (1980)
 NE0509
 NE0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0509'RECOVERED IN GOOD CONDITION.
 NE0509
 NE0509                          STATION RECOVERY (1994)
 NE0509
 NE0509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0509'BM D 54 IS AT GIBRALTAR,WAYNE COUNTY, MICHIGAN, AT THE NORTHEAST
 NE0509'CORNER OF THE INTERSECTION OF MUNRO AVENUE AND GRANDVIEW STREET, SET
 NE0509'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE WATER TABLE OF A TWO
 NE0509'STORY GRAY BRICK HOME AT 29885 MUNRO AVENUE, 23.3 METERS (76.4 FT)
 NE0509'EAST-NORTHEAST OF FIRE HYDRANT AT THE CORNER OF GRANDVIEW AND MUNR0,
 NE0509'15.5 METERS (50.9 FT) NORTH OF THE CENTERLINE OF GRANDVIEW STREET, 1.1
 NE0509'METERS (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE HOME, 1.0 METER
 NE0509'(3.3 FT) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.8 METERS (5.9 FT)
 NE0509'ABOVE THE LEVEL OF THE STREET.
 NE0509
 NE0509                          STATION RECOVERY (1995)
 NE0509
 NE0509'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0509'BM D 54 IS AT GIBRALTAR,WAYNE COUNTY, MICHIGAN, AT THE NORTHEAST
 NE0509'CORNER OF THE INTERSECTION OF MUNRO AVENUE AND GRANDVIEW STREET, SET
 NE0509'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE WATER TABLE OF A TWO
 NE0509'STORY GRAY BRICK HOME AT 29885 MUNRO AVENUE, 23.3 METERS (76.4 FT)
 NE0509'EAST-NORTHEAST OF FIRE HYDRANT AT THE CORNER OF GRANDVIEW AND MUNR0,
 NE0509'15.5 METERS (50.9 FT) NORTH OF THE CENTERLINE OF GRANDVIEW STREET, 1.1
 NE0509'METERS (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE HOME, 1.0 METER
 NE0509'(3.3 FT) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.8 METERS (5.9 FT)
 NE0509'ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0512 ***********************************************************************
 NE0512  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0512  DESIGNATION -  904 4020 PBM 1875 USLS
 NE0512  PID         -  NE0512
 NE0512  STATE/COUNTY-  MI/WAYNE
 NE0512  USGS QUAD   -  ROCKWOOD (1981)
 NE0512
 NE0512                         *CURRENT SURVEY CONTROL
 NE0512  ___________________________________________________________________
 NE0512* NAD 83(1986)-  42 05 25.     (N)    083 11 11.     (W)     SCALED    
 NE0512* NAVD 88     -       178.807  (meters)     586.64   (feet)  ADJUSTED  
 NE0512  ___________________________________________________________________
 NE0512  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0512  DYNAMIC HT  -         178.747 (meters)     586.44  (feet)  COMP
 NE0512  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NE0512
 NE0512  VERT ORDER  -  FIRST     CLASS I
 NE0512
 NE0512.The horizontal coordinates were scaled from a topographic map and have
 NE0512.an estimated accuracy of +/- 6 seconds.
 NE0512
 NE0512.The orthometric height was determined by differential leveling
 NE0512.and adjusted by the National Geodetic Survey in June 1991..
 NE0512.WARNING-Repeat measurements at this control monument indicate possible
 NE0512.vertical movement.
 NE0512
 NE0512.This Tidal Bench Mark is designated as VM 12940
 NE0512.by the Center for Operational Oceanographic Products and Services.
 NE0512
 NE0512.The geoid height was determined by GEOID03.
 NE0512
 NE0512.The dynamic height is computed by dividing the NAVD 88
 NE0512.geopotential number by the normal gravity value computed on the
 NE0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0512.degrees latitude (g = 980.6199 gals.).
 NE0512
 NE0512.The modeled gravity was interpolated from observed gravity values.
 NE0512
 NE0512;                    North         East    Units  Estimated Accuracy
 NE0512;SPC MI S     -    66,250.    4,097,650.      MT  (+/- 180 meters Scaled)
 NE0512
 NE0512                          SUPERSEDED SURVEY CONTROL
 NE0512
 NE0512  NGVD 29 (??/??/??)  178.977  (m)          587.19   (f) ADJUSTED    1 1
 NE0512
 NE0512.Superseded values are not recommended for survey control.
 NE0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0512.See file dsdata.txt to determine how the superseded data were derived.
 NE0512
 NE0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG191621(NAD 83)
 NE0512_MARKER: B = BOLT
 NE0512_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0512_SP_SET: WATER TOWER
 NE0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0512
 NE0512  HISTORY     - Date     Condition        Report By
 NE0512  HISTORY     - 1875     MONUMENTED       USLS
 NE0512  HISTORY     - 1968     GOOD             NGS
 NE0512  HISTORY     - 1980     GOOD             NGS
 NE0512
 NE0512                          STATION DESCRIPTION
 NE0512
 NE0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0512'AT GIBRALTAR.
 NE0512'AT GIBRALTAR, ABOUT 100 YARDS SOUTHEAST OF THE INTERSECTION
 NE0512'OF ADAMS DRIVE AND GRANDVIEW STREET, A SMALL HOLE IN THE END
 NE0512'OF A 1/4 INCH COPPER BOLT SET VERTICALLY IN THE EAST FACE OF
 NE0512'THE STONE PORTION AT THE NORTHEAST CORNER OF AN OLD WATER TOWER
 NE0512'BUILDING LOCATED AT THE NORTHEAST CORNER OF A HOUSE AT 29939
 NE0512'ADAMS DRIVE, 0.6 FOOT SOUTH OF THE NORTHEAST CORNER OF THE TOWER,
 NE0512'4.4 FEET ABOVE THE LEVEL OF THE GROUND AND 10 FEET ABOVE THE
 NE0512'LEVEL OF THE DRIVE.
 NE0512
 NE0512                          STATION RECOVERY (1980)
 NE0512
 NE0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0514 ***********************************************************************
 NE0514  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0514  DESIGNATION -  904 4020 REYNOLDS
 NE0514  PID         -  NE0514
 NE0514  STATE/COUNTY-  MI/WAYNE
 NE0514  USGS QUAD   -  ROCKWOOD (1981)
 NE0514
 NE0514                         *CURRENT SURVEY CONTROL
 NE0514  ___________________________________________________________________
 NE0514* NAD 83(1986)-  42 05 23.     (N)    083 11 12.     (W)     SCALED    
 NE0514* NAVD 88     -       176.246  (meters)     578.23   (feet)  ADJUSTED  
 NE0514  ___________________________________________________________________
 NE0514  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0514  DYNAMIC HT  -         176.187 (meters)     578.04  (feet)  COMP
 NE0514  MODELED GRAV-     980,285.1   (mgal)                       NAVD 88
 NE0514
 NE0514  VERT ORDER  -  FIRST     CLASS I
 NE0514
 NE0514.The horizontal coordinates were scaled from a topographic map and have
 NE0514.an estimated accuracy of +/- 6 seconds.
 NE0514
 NE0514.The orthometric height was determined by differential leveling
 NE0514.and adjusted by the National Geodetic Survey in June 1991..
 NE0514.WARNING-Repeat measurements at this control monument indicate possible
 NE0514.vertical movement.
 NE0514
 NE0514.This Tidal Bench Mark is designated as VM 12938
 NE0514.by the Center for Operational Oceanographic Products and Services.
 NE0514
 NE0514.The geoid height was determined by GEOID03.
 NE0514
 NE0514.The dynamic height is computed by dividing the NAVD 88
 NE0514.geopotential number by the normal gravity value computed on the
 NE0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0514.degrees latitude (g = 980.6199 gals.).
 NE0514
 NE0514.The modeled gravity was interpolated from observed gravity values.
 NE0514
 NE0514;                    North         East    Units  Estimated Accuracy
 NE0514;SPC MI S     -    66,190.    4,097,620.      MT  (+/- 180 meters Scaled)
 NE0514
 NE0514                          SUPERSEDED SURVEY CONTROL
 NE0514
 NE0514  NGVD 29 (??/??/??)  176.417  (m)          578.79   (f) ADJUSTED    1 1
 NE0514
 NE0514.Superseded values are not recommended for survey control.
 NE0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0514.See file dsdata.txt to determine how the superseded data were derived.
 NE0514
 NE0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG191620(NAD 83)
 NE0514_MARKER: I = METAL ROD
 NE0514_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0514+WITH SETTING: INFORMATION.
 NE0514_SP_SET: 10 FEET
 NE0514_MARK LOGO: NONE  
 NE0514_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0514
 NE0514  HISTORY     - Date     Condition        Report By
 NE0514  HISTORY     - 1943     MONUMENTED       USLS
 NE0514  HISTORY     - 1968     GOOD             NGS
 NE0514  HISTORY     - 1980     GOOD             NGS
 NE0514  HISTORY     - 19941114 GOOD             NOS
 NE0514  HISTORY     - 19951109 GOOD             NOS
 NE0514
 NE0514                          STATION DESCRIPTION
 NE0514
 NE0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0514'AT GIBRALTAR.
 NE0514'AT GIBRALTAR, ABOUT 0.1 MILE SOUTH ALONG ADAMS DRIVE FROM THE
 NE0514'INTERSECTION OF GRANDVIEW STREET, IN THE SOUTHWEST CORNER OF
 NE0514'THE YARD FOR A RESIDENCE AT 30025 ADAMS DRIVE, 34 FEET EAST
 NE0514'OF THE CENTER LINE OF ADAMS DRIVE, 16 1/2 FEET SOUTH OF THE
 NE0514'CENTER LINE OF DRIVEWAY LEADING EAST TO RESIDENCE, 3.6 FEET
 NE0514'EAST OF THE NORTH-SOUTH FENCE LINE, 1.3 FEET NORTH OF AN
 NE0514'EAST-WEST FENCE LINE, 3 FEET ABOVE THE LEVEL OF THE DRIVE AND
 NE0514'IS A 1 1/8 INCH SQUARE ROD DRIVEN TO A DEPTH OF 10 FEET AND
 NE0514'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 NE0514
 NE0514                          STATION RECOVERY (1980)
 NE0514
 NE0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0514'RECOVERED IN GOOD CONDITION.
 NE0514
 NE0514                          STATION RECOVERY (1994)
 NE0514
 NE0514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0514'IN GIBRALTAR,  A 1 1/4 INCH SQUARE ROD DRIVEN 3.0 METERS (9.8 FT) AND
 NE0514'PROJECTING .05 METER (0.16 FT) ABOVE THE LEVEL OF THE GROUND, 0.2 KM
 NE0514'(0.10 MI) SOUTH ALONG ADAMS DRIVE FROM THE INTERSECTION OF GRANDVIEW
 NE0514'STREET, IN THE SOUTHWEST CORNER OF THE YARD FOR A RESIDENCE AT 30025
 NE0514'ADAMS DRIVE, 10.4 METERS (34.1 FT) EAST OF THE CENTER LINE OF ADAMS
 NE0514'DRIVE, 5.0 METERS (16.4 FT) SOUTH OF THE CENTER LINE OF DRIVEWAY
 NE0514'LEADING EAST TO RESIDENCE, 1.1 METERS (3.6 FT) EAST OF THE NORTH-SOUTH
 NE0514'FENCE LINE, 0.4 METERS (1.3 FT) NORTH OF AN EAST-WEST FENCE LINE, 0.9
 NE0514'METERS (3.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 NE0514
 NE0514                          STATION RECOVERY (1995)
 NE0514
 NE0514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0514'BM REYNOLDS IS AT GIBRALTAR, WAYNE COUNTY, MICHIGAN, ABOUT 0.2 KM
 NE0514'(0.10 MI) SOUTH ALONG ADAMS DRIVE FROM THE INTERSECTION OF GRANDVIEW
 NE0514'STREET, IN THE SOUTHWEST CORNER OF THE YARD FOR A RESIDENCE AT 30025
 NE0514'ADAMS DRIVE, 10.4 METERS (34.1 FT) EAST OF THE CENTER LINE OF ADAMS
 NE0514'DRIVE, 5.0 METERS (16.4 FT) SOUTH OF THE CENTER LINE OF DRIVEWAY
 NE0514'LEADING EAST TO RESIDENCE, 1.1 METERS (3.6 FT) EAST OF THE NORTH-SOUTH
 NE0514'FENCE LINE, 0.4 METERS (1.3 FT) NORTH OF AN EAST-WEST FENCE LINE, 0.9
 NE0514'METERS (3.0 FT) ABOVE THE LEVEL OF THE DRIVE.  BEING A 1 1/4 INCH
 NE0514'SQUARE ROD DRIVEN TO A DEPTH OF 3.0 METERS (9.8 FT) AND PROJECTING .05
 NE0514'METER (0.16 FT) ABOVE THE LEVEL OF THE GROUND.  WITH NEARBY NOAA
 NE0514'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0579 ***********************************************************************
 NE0579  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0579  DESIGNATION -  904 4030 BANK
 NE0579  PID         -  NE0579
 NE0579  STATE/COUNTY-  MI/WAYNE
 NE0579  USGS QUAD   -  WYANDOTTE (1981)
 NE0579
 NE0579                         *CURRENT SURVEY CONTROL
 NE0579  ___________________________________________________________________
 NE0579* NAD 83(1986)-  42 12 11.     (N)    083 08 57.     (W)     SCALED    
 NE0579* NAVD 88     -       178.935  (meters)     587.06   (feet)  ADJUSTED  
 NE0579  ___________________________________________________________________
 NE0579  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE0579  DYNAMIC HT  -         178.879 (meters)     586.87  (feet)  COMP
 NE0579  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 NE0579
 NE0579  VERT ORDER  -  FIRST     CLASS 0
 NE0579
 NE0579.The horizontal coordinates were scaled from a topographic map and have
 NE0579.an estimated accuracy of +/- 6 seconds.
 NE0579
 NE0579.The orthometric height was determined by differential leveling
 NE0579.and adjusted by the National Geodetic Survey in June 1991..
 NE0579
 NE0579.This Tidal Bench Mark is designated as VM 12944
 NE0579.by the Center for Operational Oceanographic Products and Services.
 NE0579
 NE0579.The geoid height was determined by GEOID03.
 NE0579
 NE0579.The dynamic height is computed by dividing the NAVD 88
 NE0579.geopotential number by the normal gravity value computed on the
 NE0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0579.degrees latitude (g = 980.6199 gals.).
 NE0579
 NE0579.The modeled gravity was interpolated from observed gravity values.
 NE0579
 NE0579;                    North         East    Units  Estimated Accuracy
 NE0579;SPC MI S     -    78,820.    4,100,540.      MT  (+/- 180 meters Scaled)
 NE0579
 NE0579                          SUPERSEDED SURVEY CONTROL
 NE0579
 NE0579  NGVD 29 (??/??/??)  179.113  (m)          587.64   (f) ADJUSTED    1 0
 NE0579
 NE0579.Superseded values are not recommended for survey control.
 NE0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0579.See file dsdata.txt to determine how the superseded data were derived.
 NE0579
 NE0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG225745(NAD 83)
 NE0579_MARKER: DD = SURVEY DISK
 NE0579_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0579_SP_SET: BUILDING
 NE0579_STAMPING: BANK CBF 1963
 NE0579_MARK LOGO: USLS  
 NE0579_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0579+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 NE0579
 NE0579  HISTORY     - Date     Condition        Report By
 NE0579  HISTORY     - 1963     MONUMENTED       USLS
 NE0579  HISTORY     - 1970     GOOD             USLS
 NE0579  HISTORY     - 1980     GOOD             NGS
 NE0579  HISTORY     - 1983     GOOD             USPSQD
 NE0579  HISTORY     - 19921128 GOOD             LOCENG
 NE0579  HISTORY     - 19941110 GOOD             NOS
 NE0579  HISTORY     - 19951110 GOOD             NOS
 NE0579  HISTORY     - 19990624 GOOD             USPSQD
 NE0579  HISTORY     - 20050326 GOOD             GEOCAC
 NE0579
 NE0579                          STATION DESCRIPTION
 NE0579
 NE0579'DESCRIBED BY US LAKE SURVEY 1970
 NE0579'AT WYANDOTTE.
 NE0579'BANK IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, NEAR THE SOUTHEAST
 NE0579'CORNER OF THE INTERSECTION OF BIDDLE AVENUE AND ELM STREET,
 NE0579'ON THE EASTERLY FACE OF THE WYANDOTTE SAVINGS BANK BUILDING,
 NE0579'MIDWAY BETWEEN THE SILLS OF THE NORTHERLY PAIR OF WINDOWS, 9.1
 NE0579'FEET FROM THE NORTHEAST CORNER OF THE BUILDING, 3.7 FEET
 NE0579'ABOVE THE ALLEY PAVEMENT, BEING HORIZONTAL LINE OF CROSS ON
 NE0579'BRONZE DISC SET INTO THE BRICK WALL.  NOTE-- PREV. DESIG. BM
 NE0579'BANK 1963.
 NE0579
 NE0579                          STATION RECOVERY (1980)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0579'IN WYANDOTTE, SET VERTICALLY IN THE EAST FACE OF THE WYANDOTTE
 NE0579'SAVING BANK BUILDING AT THE CORNER OF BIDDLE AVENUE AND ELM STREET
 NE0579'AT THE BACK OF THE BUILDING, 2.7 METERS (9.1 FEET) SOUTH OF THE
 NE0579'NORTHEAST CORNER OF THE BUILDING, 1.5 METERS (5.0 FEET) WEST OF
 NE0579'THE CENTER OF THE ALLEY.
 NE0579'THE MARK IS 1 M ABOVE ALLEY.
 NE0579
 NE0579                          STATION RECOVERY (1983)
 NE0579
 NE0579'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0579'BUILDING IS NOW ONLY A BRANCH OFFICE OF WAYNDOTTE SAVING BANK AND IS
 NE0579'ALSO OFFICE OF WYANDOTTE MUNICIPAL SERVICES.
 NE0579
 NE0579                          STATION RECOVERY (1992)
 NE0579
 NE0579'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0579'RECOVERED IN GOOD CONDITION.
 NE0579
 NE0579                          STATION RECOVERY (1994)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0579'BANK IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, NEAR THE SOUTHEAST
 NE0579'CORNER OF THE INTERSECTION OF BIDDLE AVENUE AND ELM STREET, ON THE
 NE0579'EASTERLY FACE OF THE WYANDOTTE SAVINGS BANK BUILDING (3005 BIDDLE, IN
 NE0579'BACK OF BUILDING) , MIDWAY BETWEEN THE SILLS OF THE NORTHERLY PAIR OF
 NE0579'WINDOWS, 11.7 METERS (38.4 FT) NORTH OF A POWER POLE WITH LIGHT NO.
 NE0579'SW-S-5-45 2.8 METERS (9.2 FT) SOUTH OF THE NORTHEAST CORNER OF
 NE0579'BUILDING, 1.12 METERS (3.67 FT) ABOVE THE ALLEY PAVEMENT, BEING
 NE0579'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET VERTICALLY INTO THE BRICK
 NE0579'WALL.
 NE0579
 NE0579                          STATION RECOVERY (1995)
 NE0579
 NE0579'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0579'BANK IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, NEAR THE SOUTHEAST
 NE0579'CORNER OF THE INTERSECTION OF BIDDLE AVENUE AND ELM STREET, ON THE
 NE0579'EASTERLY FACE OF THE WYANDOTTE SAVINGS BANK BUILDING (3005 BIDDLE, IN
 NE0579'BACK OF BUILDING) , MIDWAY BETWEEN THE SILLS OF THE NORTHERLY PAIR OF
 NE0579'WINDOWS, 11.7 METERS (38.4 FT) NORTH OF A POWER POLE WITH LIGHT NO.
 NE0579'SW-S-5-45 2.8 METERS (9.2 FT) SOUTH OF THE NORTHEAST CORNER OF
 NE0579'BUILDING, 1.12 METERS (3.67 FT) ABOVE THE ALLEY PAVEMENT, BEING
 NE0579'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET VERTICALLY INTO THE BRICK
 NE0579'WALL.
 NE0579
 NE0579                          STATION RECOVERY (1999)
 NE0579
 NE0579'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0579'RECOVERED IN GOOD CONDITION.
 NE0579
 NE0579                          STATION RECOVERY (2005)
 NE0579
 NE0579'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NE0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0577 ***********************************************************************
 NE0577  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0577  DESIGNATION -  904 4030 CHIEF
 NE0577  PID         -  NE0577
 NE0577  STATE/COUNTY-  MI/WAYNE
 NE0577  USGS QUAD   -  WYANDOTTE (1981)
 NE0577
 NE0577                         *CURRENT SURVEY CONTROL
 NE0577  ___________________________________________________________________
 NE0577* NAD 83(1986)-  42 12 11.     (N)    083 08 51.     (W)     SCALED    
 NE0577* NAVD 88     -       176.174  (meters)     578.00   (feet)  ADJUSTED  
 NE0577  ___________________________________________________________________
 NE0577  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE0577  DYNAMIC HT  -         176.119 (meters)     577.82  (feet)  COMP
 NE0577  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 NE0577
 NE0577  VERT ORDER  -  FIRST     CLASS 0
 NE0577
 NE0577.The horizontal coordinates were scaled from a topographic map and have
 NE0577.an estimated accuracy of +/- 6 seconds.
 NE0577
 NE0577.The orthometric height was determined by differential leveling
 NE0577.and adjusted by the National Geodetic Survey in June 1991..
 NE0577
 NE0577.This Tidal Bench Mark is designated as VM 12943
 NE0577.by the Center for Operational Oceanographic Products and Services.
 NE0577
 NE0577.The geoid height was determined by GEOID03.
 NE0577
 NE0577.The dynamic height is computed by dividing the NAVD 88
 NE0577.geopotential number by the normal gravity value computed on the
 NE0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0577.degrees latitude (g = 980.6199 gals.).
 NE0577
 NE0577.The modeled gravity was interpolated from observed gravity values.
 NE0577
 NE0577;                    North         East    Units  Estimated Accuracy
 NE0577;SPC MI S     -    78,820.    4,100,680.      MT  (+/- 180 meters Scaled)
 NE0577
 NE0577                          SUPERSEDED SURVEY CONTROL
 NE0577
 NE0577  NGVD 29 (??/??/??)  176.352  (m)          578.58   (f) ADJUSTED    1 0
 NE0577
 NE0577.Superseded values are not recommended for survey control.
 NE0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0577.See file dsdata.txt to determine how the superseded data were derived.
 NE0577
 NE0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG227745(NAD 83)
 NE0577_MARKER: DD = SURVEY DISK
 NE0577_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0577+WITH SETTING: PAVEMENT
 NE0577_SP_SET: GAUGE HOUSE FOUNDATION
 NE0577_STAMPING: CHIEF
 NE0577_MARK LOGO: USLS  
 NE0577_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0577
 NE0577  HISTORY     - Date     Condition        Report By
 NE0577  HISTORY     - 1962     MONUMENTED       USLS
 NE0577  HISTORY     - 1970     GOOD             USLS
 NE0577  HISTORY     - 1980     GOOD             NGS
 NE0577  HISTORY     - 19941110 GOOD             NOS
 NE0577  HISTORY     - 19951110 GOOD             NOS
 NE0577  HISTORY     - 19990624 GOOD             USPSQD
 NE0577
 NE0577                          STATION DESCRIPTION
 NE0577
 NE0577'DESCRIBED BY US LAKE SURVEY 1970
 NE0577'AT WYANDOTTE.
 NE0577'CHIEF IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, ABOUT 210 FEET
 NE0577'SOUTHEAST OF THE INTERSECTION OF VAN ALSTYNE BOULEVARD AND
 NE0577'ELM STREET, ON PROPERTY AT 3025 VAN ALSTYNE BOULEVARD, ABOUT
 NE0577'25 FEET WEST OF THE DETROIT RIVER, NEAR SOUTHWEST CORNER OF
 NE0577'CONCRETE FOUNDATION OF LAKE SURVEY GAGE HOUSE, BEING HIGHEST
 NE0577'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NE0577'NOTE-- PREV. DESIG. BM CHIEF 1962.
 NE0577
 NE0577                          STATION RECOVERY (1980)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0577'IN WYANDOTTE, 64 METERS (210 FEET) SOUTHEAST OF THE INTERSECTION
 NE0577'OF VAN ALSTYNE BOULEVARD AND ELM STREET ON PROPERTY OWNED BY
 NE0577'PAUL MOEHRING AT 3025 VAN ALSTYNE BOULEVARD, 7.6 METERS (25 FEET)
 NE0577'WEST OF THE DETROIT RIVER, AND 0.2 METER (0.8 FOOT) WEST OF THE
 NE0577'SOUTHWEST CORNER OF THE LAKE SURVEY WATER GAGE BUILDING OF GAGE
 NE0577'STATION 904-4030
 NE0577
 NE0577                          STATION RECOVERY (1994)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0577'CHIEF IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, ABOUT 64 METERS (210.0
 NE0577'FT) SOUTHEAST OF THE INTERSECTION OF VAN ALSTYNE BOULEVARD AND ELM
 NE0577'STREET, ON PROPERTY AT 3025 VAN ALSTYNE BOULEVARD, 7.6 METERS (24.9
 NE0577'FT) WEST OF WEST EDGE OF THE DETROIT RIVER, 0.2 METER (0.7 FT) NORTH
 NE0577'NORTHWEST OF THE SOUTHWEST CORNER OF GAGE HOUSE, NEAR THE SOUTHWEST
 NE0577'CORNER OF THE CONCRETE FOUNDATION OF THE NOS WATER LEVEL GAUGING
 NE0577'STATION, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0577'INTO THE CONCRETE.
 NE0577
 NE0577                          STATION RECOVERY (1995)
 NE0577
 NE0577'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0577'CHIEF IS AT WYANDOTTE, WAYNE COUNTY, MICHIGAN, ABOUT 64 METERS (210.0
 NE0577'FT) SOUTHEAST OF THE INTERSECTION OF VAN ALSTYNE BOULEVARD AND ELM
 NE0577'STREET, ON PROPERTY AT 3025 VAN ALSTYNE BOULEVARD, 7.6 METERS (24.9
 NE0577'FT) WEST OF WEST EDGE OF THE DETROIT RIVER, 0.2 METER (0.7 FT) NORTH
 NE0577'NORTHWEST OF THE SOUTHWEST CORNER OF GAGE HOUSE, NEAR THE SOUTHWEST
 NE0577'CORNER OF THE CONCRETE FOUNDATION OF THE NOS WATER LEVEL GAUGING
 NE0577'STATION, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0577'INTO THE CONCRETE.
 NE0577
 NE0577                          STATION RECOVERY (1999)
 NE0577
 NE0577'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0580 ***********************************************************************
 NE0580  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0580  DESIGNATION -  904 4030 D 44
 NE0580  PID         -  NE0580
 NE0580  STATE/COUNTY-  MI/WAYNE
 NE0580  USGS QUAD   -  WYANDOTTE (1981)
 NE0580
 NE0580                         *CURRENT SURVEY CONTROL
 NE0580  ___________________________________________________________________
 NE0580* NAD 83(1986)-  42 12 13.     (N)    083 08 56.     (W)     SCALED    
 NE0580* NAVD 88     -       179.044  (meters)     587.41   (feet)  ADJUSTED  
 NE0580  ___________________________________________________________________
 NE0580  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE0580  DYNAMIC HT  -         178.988 (meters)     587.23  (feet)  COMP
 NE0580  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NE0580
 NE0580  VERT ORDER  -  FIRST     CLASS II
 NE0580
 NE0580.The horizontal coordinates were scaled from a topographic map and have
 NE0580.an estimated accuracy of +/- 6 seconds.
 NE0580
 NE0580.The orthometric height was determined by differential leveling
 NE0580.and adjusted by the National Geodetic Survey in June 1991..
 NE0580
 NE0580.This Tidal Bench Mark is designated as VM 12945
 NE0580.by the Center for Operational Oceanographic Products and Services.
 NE0580
 NE0580.The geoid height was determined by GEOID03.
 NE0580
 NE0580.The dynamic height is computed by dividing the NAVD 88
 NE0580.geopotential number by the normal gravity value computed on the
 NE0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0580.degrees latitude (g = 980.6199 gals.).
 NE0580
 NE0580.The modeled gravity was interpolated from observed gravity values.
 NE0580
 NE0580;                    North         East    Units  Estimated Accuracy
 NE0580;SPC MI S     -    78,880.    4,100,570.      MT  (+/- 180 meters Scaled)
 NE0580
 NE0580                          SUPERSEDED SURVEY CONTROL
 NE0580
 NE0580  NGVD 29 (??/??/??)  179.222  (m)          588.00   (f) ADJUSTED    1 2
 NE0580
 NE0580.Superseded values are not recommended for survey control.
 NE0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0580.See file dsdata.txt to determine how the superseded data were derived.
 NE0580
 NE0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG225746(NAD 83)
 NE0580_MARKER: DD = SURVEY DISK
 NE0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0580_SP_SET: BUILDING
 NE0580_STAMPING: D 44 1930 MCK
 NE0580_MARK LOGO: USLS  
 NE0580_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0580+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 NE0580
 NE0580  HISTORY     - Date     Condition        Report By
 NE0580  HISTORY     - 1930     MONUMENTED       USLS
 NE0580  HISTORY     - 1954     GOOD             NGS
 NE0580  HISTORY     - 1980     GOOD             NGS
 NE0580  HISTORY     - 19941110 GOOD             NOS
 NE0580  HISTORY     - 19951110 GOOD             NOS
 NE0580  HISTORY     - 19990624 GOOD             USPSQD
 NE0580  HISTORY     - 20050326 GOOD             GEOCAC
 NE0580
 NE0580                          STATION DESCRIPTION
 NE0580
 NE0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0580'AT WYANDOTTE.
 NE0580'AT WYANDOTTE, IN CENTRAL PART OF TOWN, AT THE INTERSECTION OF
 NE0580'BIDDLE AVENUE AND OAK STREET, 21 FEET EAST OF EAST CURB OF BIDDLE
 NE0580'AVENUE, 56 FEET SOUTH OF SOUTH CURB OF OAK STREET, SET VERTICALLY
 NE0580'IN THE WEST FACE OF BANK BUILDING (FORMERLY PEOPLES WAYNE COUNTY
 NE0580'BANK - NOW OCCUPIED BY BENEIFIIAL LOANS COMPANY), 0.4 FOOT
 NE0580'NORTH OF SOUTHWEST CORNER OF BUILDING AND 3.4 FEET ABOVE LEVEL
 NE0580'OF SIDE WALK.
 NE0580
 NE0580                          STATION RECOVERY (1980)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0580'RECOVERED IN GOOD CONDITION.
 NE0580
 NE0580                          STATION RECOVERY (1994)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0580'AT WYANDOTTE, IN CENTRAL PART OF TOWN, AT THE INTERSECTION OF BIDDLE
 NE0580'AVENUE AND OAK STREET, 14.5 METERS (47.6 FT) SOUTH OF SOUTH CURB OF
 NE0580'OAK STREET, 6.25 METERS (20.51 FT) EAST OF EAST CURB OF BIDDLE AVE.,
 NE0580'SET VERTICALLY IN THE WEST FACE OF BUILDING (2903 BIDDLE AVE.) , 0.12
 NE0580'METERS (0.39 FT) NORTH OF SOUTHWEST CORNER OF BUILDING AND 1.0 METERS
 NE0580'(3.3 FT) ABOVE LEVEL OF SIDE WALK.
 NE0580
 NE0580                          STATION RECOVERY (1995)
 NE0580
 NE0580'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0580'AT WYANDOTTE, IN CENTRAL PART OF TOWN, AT THE INTERSECTION OF BIDDLE
 NE0580'AVENUE AND OAK STREET, 14.5 METERS (47.6 FT) SOUTH OF SOUTH CURB OF
 NE0580'OAK STREET, 6.25 METERS (20.51 FT) EAST OF EAST CURB OF BIDDLE AVE.,
 NE0580'SET VERTICALLY IN THE WEST FACE OF BUILDING (2903 BIDDLE AVE.) , 0.12
 NE0580'METERS (0.39 FT) NORTH OF SOUTHWEST CORNER OF BUILDING AND 1.0 METERS
 NE0580'(3.3 FT) ABOVE LEVEL OF SIDE WALK.
 NE0580
 NE0580                          STATION RECOVERY (1999)
 NE0580
 NE0580'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0580'RECOVERED IN GOOD CONDITION.
 NE0580
 NE0580                          STATION RECOVERY (2005)
 NE0580
 NE0580'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NE0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9378 ***********************************************************************
 AA9378  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9378  DESIGNATION -  904 4030 G
 AA9378  PID         -  AA9378
 AA9378  STATE/COUNTY-  MI/WAYNE
 AA9378  USGS QUAD   -  WYANDOTTE (1981)
 AA9378
 AA9378                         *CURRENT SURVEY CONTROL
 AA9378  ___________________________________________________________________
 AA9378* NAD 83(1986)-  42 12 11.     (N)    083 08 48.     (W)     SCALED    
 AA9378* NAVD 88     -       176.967  (meters)     580.60   (feet)  ADJUSTED  
 AA9378  ___________________________________________________________________
 AA9378  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AA9378  DYNAMIC HT  -         176.912 (meters)     580.42  (feet)  COMP
 AA9378  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 AA9378
 AA9378  VERT ORDER  -  SECOND    CLASS I
 AA9378
 AA9378.The horizontal coordinates were scaled from a topographic map and have
 AA9378.an estimated accuracy of +/- 6 seconds.
 AA9378
 AA9378.The orthometric height was determined by differential leveling
 AA9378.and adjusted by the National Geodetic Survey in October 1996..
 AA9378
 AA9378.This Tidal Bench Mark is designated as VM 12946
 AA9378.by the Center for Operational Oceanographic Products and Services.
 AA9378
 AA9378.The geoid height was determined by GEOID03.
 AA9378
 AA9378.The dynamic height is computed by dividing the NAVD 88
 AA9378.geopotential number by the normal gravity value computed on the
 AA9378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9378.degrees latitude (g = 980.6199 gals.).
 AA9378
 AA9378.The modeled gravity was interpolated from observed gravity values.
 AA9378
 AA9378;                    North         East    Units  Estimated Accuracy
 AA9378;SPC MI S     -    78,820.    4,100,750.      MT  (+/- 180 meters Scaled)
 AA9378
 AA9378                          SUPERSEDED SURVEY CONTROL
 AA9378
 AA9378.No superseded survey control is available for this station.
 AA9378
 AA9378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG227745(NAD 83)
 AA9378_MARKER: DB = BENCH MARK DISK
 AA9378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA9378_STAMPING: 4030 G 1993
 AA9378_MARK LOGO: NOS   
 AA9378_PROJECTION: RECESSED 9 CENTIMETERS
 AA9378_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9378_ROD/PIPE-DEPTH: 9.75 meters
 AA9378
 AA9378  HISTORY     - Date     Condition        Report By
 AA9378  HISTORY     - 1993     MONUMENTED       NOS
 AA9378  HISTORY     - 19941110 GOOD             NOS
 AA9378  HISTORY     - 19951110 GOOD             NOS
 AA9378  HISTORY     - 19990624 GOOD             USPSQD
 AA9378
 AA9378                          STATION DESCRIPTION
 AA9378
 AA9378'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA9378'4030 G IS IN THE CENTRAL PART OF WYANDOTTE, AT THE NORTHEAST CORNER OF
 AA9378'OAK STREET AND VAN ALSTYNE BLVD., AT THE SOUTHWEST CORNER OF A PARK
 AA9378'AREA, 29.4 METERS (96.5 FT) WEST OF THE SOUTHWEST CORNER OF VETERANS
 AA9378'MEMORIAL STATUE, 16.0 METERS (52.5 FT) NORTHWEST OF THE NORTEAST
 AA9378'CORNER OF A PARKING LOT, 12.6 METERS (41.3 FT) EAST SOUTHEAST OF
 AA9378'CENTER LINE OF VAN ALSTYNE BLVD., 10.0 METERS (32.8 FT) NORTHEAST OF
 AA9378'CENTER LINE OF OAK STREET, BM IS .09 METERS (0.30 FT) BELOW GROUND
 AA9378'ENCASED IN A 5 INCH PVC PIPE WITH METAL ACCESS COVER.
 AA9378
 AA9378                          STATION RECOVERY (1995)
 AA9378
 AA9378'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9378'4030 G IS IN THE CENTRAL PART OF WYANDOTTE, AT THE NORTHEAST CORNER OF
 AA9378'OAK STREET AND VAN ALSTYNE BLVD., AT THE SOUTHWEST CORNER OF A PARK
 AA9378'AREA, 29.4 METERS (96.5 FT) WEST OF THE SOUTHWEST CORNER OF VETERANS
 AA9378'MEMORIAL STATUE, 16.0 METERS (52.5 FT) NORTHWEST OF THE NORTEAST
 AA9378'CORNER OF A PARKING LOT, 12.6 METERS (41.3 FT) EAST SOUTHEAST OF
 AA9378'CENTER LINE OF VAN ALSTYNE BLVD., 10.0 METERS (32.8 FT) NORTHEAST OF
 AA9378'CENTER LINE OF OAK STREET, BM IS .09 METERS (0.30 FT) BELOW GROUND
 AA9378'ENCASED IN A 5 INCH PVC PIPE WITH METAL ACCESS COVER
 AA9378
 AA9378                          STATION RECOVERY (1999)
 AA9378
 AA9378'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA9378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6870 ***********************************************************************
 AE6870  DESIGNATION -  904 4030 H
 AE6870  PID         -  AE6870
 AE6870  STATE/COUNTY-  MI/WAYNE
 AE6870  USGS QUAD   -  WYANDOTTE (1981)
 AE6870
 AE6870                         *CURRENT SURVEY CONTROL
 AE6870  ___________________________________________________________________
 AE6870* NAD 83(1986)-  42 12 08.     (N)    083 08 51.     (W)     SCALED    
 AE6870* NAVD 88     -       177.513  (meters)     582.39   (feet)  ADJUSTED  
 AE6870  ___________________________________________________________________
 AE6870  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AE6870  DYNAMIC HT  -         177.457 (meters)     582.21  (feet)  COMP
 AE6870  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 AE6870
 AE6870  VERT ORDER  -  SECOND    CLASS I
 AE6870
 AE6870.The horizontal coordinates were scaled from a topographic map and have
 AE6870.an estimated accuracy of +/- 6 seconds.
 AE6870
 AE6870.The orthometric height was determined by differential leveling
 AE6870.and adjusted by the National Geodetic Survey in March 1998..
 AE6870
 AE6870.The geoid height was determined by GEOID03.
 AE6870
 AE6870.The dynamic height is computed by dividing the NAVD 88
 AE6870.geopotential number by the normal gravity value computed on the
 AE6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6870.degrees latitude (g = 980.6199 gals.).
 AE6870
 AE6870.The modeled gravity was interpolated from observed gravity values.
 AE6870
 AE6870;                    North         East    Units  Estimated Accuracy
 AE6870;SPC MI S     -    78,730.    4,100,680.      MT  (+/- 180 meters Scaled)
 AE6870
 AE6870                          SUPERSEDED SURVEY CONTROL
 AE6870
 AE6870.No superseded survey control is available for this station.
 AE6870
 AE6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG227744(NAD 83)
 AE6870_MARKER: DB = BENCH MARK DISK
 AE6870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE6870_STAMPING: 4030 H 1995
 AE6870_MARK LOGO: NOS   
 AE6870_PROJECTION: FLUSH
 AE6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6870+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 AE6870_ROD/PIPE-DEPTH: 11   meters
 AE6870
 AE6870  HISTORY     - Date     Condition        Report By
 AE6870  HISTORY     - 1995     MONUMENTED       NOS
 AE6870  HISTORY     - 19990626 GOOD             USPSQD
 AE6870  HISTORY     - 20050326 GOOD             GEOCAC
 AE6870
 AE6870                          STATION DESCRIPTION
 AE6870
 AE6870'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AE6870'BENCH MARK IS IN WYANDOTTE, WAYNE COUNTY, MICHIGAN, IN THE FRONT YARD
 AE6870'AT 3005 VAN ALSTYNE BLVD.  ON THE NORTHEAST SIDE OF THE YARD AT THE
 AE6870'CURVE IN THE SIDEWALK.  43.5 FT (13.3 M) EAST OF THE CENTERLINE OF VAN
 AE6870'ALSTYNE BLVD, 24.7 FT (7.5 M) NORTHWEST OF THE NORTHEAST CORNER OF THE
 AE6870'BRICK HOUSE AT 3005 VAN ALSTYNE BLVD, 19.3 FT (5.9 M) SOUTHWEST OF THE
 AE6870'NORTH EDGE OF THE SIDEWALK, BEING A STANDARD NOS DISK, STAMPED 4030 H
 AE6870'1995 CRIMPED TO THE END OF A STAINLESS STEEL ROD DRIVEN 36.0 FT (11.0
 AE6870'M) TO REFUSAL, 6 INCHES BELOW THE GROUND LEVEL, PROTECTED BY A 6 INCH
 AE6870'PVC PIPE WITH AN ALUMINUM ACCESS COVER STAMPED 4030 H, SURROUNDED BY A
 AE6870'MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 AE6870
 AE6870                          STATION RECOVERY (1999)
 AE6870
 AE6870'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE6870'RECOVERED IN GOOD CONDITION.
 AE6870
 AE6870                          STATION RECOVERY (2005)
 AE6870
 AE6870'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 AE6870'THE ALUMINUM CAP HAS BEEN BROKEN OFF, BUT IS STILL LOCATED AT THE
 AE6870'BENCHMARK SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0619 ***********************************************************************
 NE0619  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0619  DESIGNATION -  904 4036 BOATYARD
 NE0619  PID         -  NE0619
 NE0619  STATE/COUNTY-  MI/WAYNE
 NE0619  USGS QUAD   -  DETROIT (1980)
 NE0619
 NE0619                         *CURRENT SURVEY CONTROL
 NE0619  ___________________________________________________________________
 NE0619* NAD 83(1986)-  42 17 55.     (N)    083 05 41.     (W)     SCALED    
 NE0619* NAVD 88     -       179.098  (meters)     587.59   (feet)  ADJUSTED  
 NE0619  ___________________________________________________________________
 NE0619  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0619  DYNAMIC HT  -         179.044 (meters)     587.41  (feet)  COMP
 NE0619  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NE0619
 NE0619  VERT ORDER  -  FIRST     CLASS 0
 NE0619
 NE0619.The horizontal coordinates were scaled from a topographic map and have
 NE0619.an estimated accuracy of +/- 6 seconds.
 NE0619
 NE0619.The orthometric height was determined by differential leveling
 NE0619.and adjusted by the National Geodetic Survey in June 1991..
 NE0619
 NE0619.This Tidal Bench Mark is designated as VM 12952
 NE0619.by the Center for Operational Oceanographic Products and Services.
 NE0619
 NE0619.The geoid height was determined by GEOID03.
 NE0619
 NE0619.The dynamic height is computed by dividing the NAVD 88
 NE0619.geopotential number by the normal gravity value computed on the
 NE0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0619.degrees latitude (g = 980.6199 gals.).
 NE0619
 NE0619.The modeled gravity was interpolated from observed gravity values.
 NE0619
 NE0619;                    North         East    Units  Estimated Accuracy
 NE0619;SPC MI S     -    89,500.    4,104,880.      MT  (+/- 180 meters Scaled)
 NE0619
 NE0619                          SUPERSEDED SURVEY CONTROL
 NE0619
 NE0619  NGVD 29 (??/??/??)  179.271  (m)          588.16   (f) ADJUSTED    1 0
 NE0619
 NE0619.Superseded values are not recommended for survey control.
 NE0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0619.See file dsdata.txt to determine how the superseded data were derived.
 NE0619
 NE0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273850(NAD 83)
 NE0619_MARKER: DD = SURVEY DISK
 NE0619_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0619_SP_SET: BUILDING
 NE0619_STAMPING: BOATYARD 1959
 NE0619_MARK LOGO: USE   
 NE0619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0619
 NE0619  HISTORY     - Date     Condition        Report By
 NE0619  HISTORY     - 1959     MONUMENTED       USLS
 NE0619  HISTORY     - 1970     GOOD             USLS
 NE0619  HISTORY     - 1980     GOOD             NGS
 NE0619  HISTORY     - 19941108 GOOD             NOS
 NE0619
 NE0619                          STATION DESCRIPTION
 NE0619
 NE0619'DESCRIBED BY US LAKE SURVEY 1970
 NE0619'AT FT WAYNE MILITARY RES.
 NE0619'IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0619'THE FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S.
 NE0619'ARMY ENGINEER DISTRICT, DETROIT, ON NORTHERLY SIDE OF MAIN
 NE0619'BOATYARD ROAD, ON RIVER FACE OF SMALL TWO-STORY BRICK UTILITY
 NE0619'BUILDING, 2 FEET FROM THE EAST CORNER, 4-1/2 FEET ABOVE THE
 NE0619'ASPHALT PAVEMENT, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 NE0619'SET INTO THE BRICK WALL.  NOTE-- PREV. DESIG. BM BOATYARD 1959.
 NE0619
 NE0619                          STATION RECOVERY (1980)
 NE0619
 NE0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0619'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0619'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0619'SOUTHEAST ALONG GRADY ROAD, THENCE 0.08 KILOMETER (0.05 MILE)
 NE0619'NORTHEAST ALONG BOATYARD ROAD, SET VERTICALLY IN THE SOUTHEAST
 NE0619'FACE AND 0.6 METER (2 FEET) WEST OF THE EAST CORNER OF BUILDING NUMBER
 NE0619'402 (PAINT SHOP).
 NE0619
 NE0619                          STATION RECOVERY (1994)
 NE0619
 NE0619'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MEE)
 NE0619'BM BOATYARD IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY,
 NE0619'MICHIGAN, AT THE FORT WAYNE MILITARY RESERVATION, AT BOATYARD OCCUPIED
 NE0619'BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG
 NE0619'GRADY ROAD, THENCE 0.08 KILOMETER (0.05 MI) NORTHEAST ALONG BOATYARD
 NE0619'ROAD, IN THE SOUTHEAST (RIVER) FACE AND 0.6 METER (2.0 FT) WEST OF THE
 NE0619'EAST CORNER OF TWO STORY BUILDING NUMBER 402 (PAINT SHOP) , A BRONZE
 NE0619'DISC SET VERICALLY 1.4 METERS (4.6 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0624 ***********************************************************************
 NE0624  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0624  DESIGNATION -  904 4036 CARPENTER
 NE0624  PID         -  NE0624
 NE0624  STATE/COUNTY-  MI/WAYNE
 NE0624  USGS QUAD   -  DETROIT (1980)
 NE0624
 NE0624                         *CURRENT SURVEY CONTROL
 NE0624  ___________________________________________________________________
 NE0624* NAD 83(1986)-  42 17 54.     (N)    083 05 40.     (W)     SCALED    
 NE0624* NAVD 88     -       177.472  (meters)     582.26   (feet)  ADJUSTED  
 NE0624  ___________________________________________________________________
 NE0624  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0624  DYNAMIC HT  -         177.419 (meters)     582.08  (feet)  COMP
 NE0624  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NE0624
 NE0624  VERT ORDER  -  FIRST     CLASS II
 NE0624
 NE0624.The horizontal coordinates were scaled from a topographic map and have
 NE0624.an estimated accuracy of +/- 6 seconds.
 NE0624
 NE0624.The orthometric height was determined by differential leveling
 NE0624.and adjusted by the National Geodetic Survey in October 1996..
 NE0624
 NE0624.This Tidal Bench Mark is designated as VM 12953
 NE0624.by the Center for Operational Oceanographic Products and Services.
 NE0624
 NE0624.The geoid height was determined by GEOID03.
 NE0624
 NE0624.The dynamic height is computed by dividing the NAVD 88
 NE0624.geopotential number by the normal gravity value computed on the
 NE0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0624.degrees latitude (g = 980.6199 gals.).
 NE0624
 NE0624.The modeled gravity was interpolated from observed gravity values.
 NE0624
 NE0624;                    North         East    Units  Estimated Accuracy
 NE0624;SPC MI S     -    89,470.    4,104,900.      MT  (+/- 180 meters Scaled)
 NE0624
 NE0624                          SUPERSEDED SURVEY CONTROL
 NE0624
 NE0624  NAVD 88 (06/15/91)  177.475  (m)          582.27   (f) UNKNOWN     1 2
 NE0624  NGVD 29 (??/??/??)  177.648  (m)          582.83   (f) ADJUSTED    1 2
 NE0624
 NE0624.Superseded values are not recommended for survey control.
 NE0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0624.See file dsdata.txt to determine how the superseded data were derived.
 NE0624
 NE0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273850(NAD 83)
 NE0624_MARKER: I = METAL ROD
 NE0624_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0624_SP_SET: STEEL ROD
 NE0624_MARK LOGO: NONE  
 NE0624_PROJECTION: RECESSED 15 CENTIMETERS
 NE0624_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0624_ROD/PIPE-DEPTH: 15.2 meters
 NE0624
 NE0624  HISTORY     - Date     Condition        Report By
 NE0624  HISTORY     - 1959     MONUMENTED       USLS
 NE0624  HISTORY     - 1970     GOOD             USLS
 NE0624  HISTORY     - 1980     GOOD             NGS
 NE0624  HISTORY     - 19941108 GOOD             NOS
 NE0624  HISTORY     - 19951108 GOOD             NOS
 NE0624
 NE0624                          STATION DESCRIPTION
 NE0624
 NE0624'DESCRIBED BY US LAKE SURVEY 1970
 NE0624'AT FT WAYNE MILITARY RES.
 NE0624'CARPENTER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0624'AT THE FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE
 NE0624'U.S. ARMY ENGINEER DISTRICT, DETROIT, ON SOUTHERLY SIDE OF MAIN
 NE0624'BOATYARD ROAD, ON NORTHEAST SIDE NEAR NORTH CORNER OF TWO-STORY
 NE0624'BRICK BUILDING NO. 401 (FORMERLY CARPENTERS SHOP), 1.0 FEET
 NE0624'NORTHEAST OF NORTHEAST FACE, 1.0 FEET SOUTHEAST OF SOUTHEAST
 NE0624'EDGE OF SIDEWALK, 3/4 FOOT BELOW THE GROUND SURFACE, BEING
 NE0624'HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER COPPER-COATED STEEL
 NE0624'ROD, 50 FEET LONG.  NOTE-- PREV. DESIG. BM CARPENTER 1959.
 NE0624
 NE0624                          STATION RECOVERY (1980)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0624'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0624'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (O.25 MILE)
 NE0624'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE
 NE0624'0.08 KILOMETER (O.05 MILE) NORTHEAST ALONG BOATYARD ROAD AT THE
 NE0624'NORTH CORNER OF BUILDING 401, 10.9 METERS (34.4 FEET) SOUTHEAST
 NE0624'OF THE CENTER OF THE ROAD, 0.95 METER (3.1 FEET) WEST OF THE WEST
 NE0624'CORNER OF A 19 BY 17.5 FOOT CONCRETE BASE OF A 60 FOOT TOWER,
 NE0624'0.3 METER (1.0 FOOT) NORTHEAST OF THE NORTHEAST FACE AND THE NORTH
 NE0624'CORNER OF THE BUILDING.
 NE0624'THE MARK IS 0.2 M BELOW GROUND.
 NE0624
 NE0624                          STATION RECOVERY (1994)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0624'BM CARPENTER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY,
 NE0624'MICHIGAN, AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD
 NE0624'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI)
 NE0624'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.08
 NE0624'KILOMETER (0.05 MI) NORTHEAST ALONG BOATYARD ROAD, NEAR THE NORTH
 NE0624'CORNER OF A TWO-STORY BRICK BUILDING NUMBER 401 (FORMERLY CARPETERS
 NE0624'SHOP) , 16.1 METERS (52.8 FT) SOUTH-SOUTHEAST OF FIRE HYDRANT ON NORTH
 NE0624'SIDE OF ROAD, 0.95 METER (3.12 FT) WEST OF THE WEST CORNER OF A 19
 NE0624'FOOT (5.8 M) BY 17.5 FOOT (5.3 M) CONCRETE BASE OF A 60 FOOT (18.3 M)
 NE0624'TOWER, 0.3 METER (1.0 FT) NORTHEAST OF THE NORTHEAST FACE AND THE
 NE0624'NORTH CORNER OF THE BUILDING.  BEING A 5/8-INCH DIAMETER COPPER-COATED
 NE0624'STEEL ROD, 15.2 METERS (49.9 FT) LONG, 0.15 METER (0.49 FT) BELOW THE
 NE0624'GROUND SURFACE.
 NE0624
 NE0624                          STATION RECOVERY (1995)
 NE0624
 NE0624'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0624'BM CARPENTER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY,
 NE0624'MICHIGAN, AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD
 NE0624'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI)
 NE0624'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.08
 NE0624'KILOMETER (0.05 MI) NORTHEAST ALONG BOATYARD ROAD, NEAR THE NORTH
 NE0624'CORNER OF A TWO-STORY BRICK BUILDING NUMBER 401 (FORMERLY CARPETERS
 NE0624'SHOP) , 16.1 METERS (52.8 FT) SOUTH-SOUTHEAST OF FIRE HYDRANT ON NORTH
 NE0624'SIDE OF ROAD, 10.9 METERS (35.8 FT) SOUTHEAST OF THE CENTER OF THE
 NE0624'ROAD, 0.95 METER (3.12 FT) WEST OF THE WEST CORNER OF A 19 FOOT (5.8
 NE0624'M) BY 17.5 FOOT (5.3 M) CONCRETE BASE OF A 60 FOOT (18.3 M) TOWER, 0.3
 NE0624'METER (1.0 FT) NORTHEAST OF THE NORTHEAST FACE AND THE NORTH CORNER OF
 NE0624'THE BUILDING.  BEING A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 15.2
 NE0624'METERS (49.9 FT) LONG, 0.15 METER (0.49 FT) BELOW THE GROUND SURFACE.
 NE0624'WITH ALUMINUM ACCESS COVER AND PVC KICKBLOCK SURROUNDED BY A MASS OF
 NE0624'CONCRETE FLUSH WITH THE GROUND, STAMPED CARPENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0617 ***********************************************************************
 NE0617  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0617  DESIGNATION -  904 4036 FORT
 NE0617  PID         -  NE0617
 NE0617  STATE/COUNTY-  MI/WAYNE
 NE0617  USGS QUAD   -  DETROIT (1980)
 NE0617
 NE0617                         *CURRENT SURVEY CONTROL
 NE0617  ___________________________________________________________________
 NE0617* NAD 83(1986)-  42 17 58.     (N)    083 05 38.     (W)     SCALED    
 NE0617* NAVD 88     -       179.050  (meters)     587.43   (feet)  ADJUSTED  
 NE0617  ___________________________________________________________________
 NE0617  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0617  DYNAMIC HT  -         178.996 (meters)     587.26  (feet)  COMP
 NE0617  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NE0617
 NE0617  VERT ORDER  -  FIRST     CLASS 0
 NE0617
 NE0617.The horizontal coordinates were scaled from a topographic map and have
 NE0617.an estimated accuracy of +/- 6 seconds.
 NE0617
 NE0617.The orthometric height was determined by differential leveling
 NE0617.and adjusted by the National Geodetic Survey in October 1996..
 NE0617
 NE0617.This Tidal Bench Mark is designated as VM 12951
 NE0617.by the Center for Operational Oceanographic Products and Services.
 NE0617
 NE0617.The geoid height was determined by GEOID03.
 NE0617
 NE0617.The dynamic height is computed by dividing the NAVD 88
 NE0617.geopotential number by the normal gravity value computed on the
 NE0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0617.degrees latitude (g = 980.6199 gals.).
 NE0617
 NE0617.The modeled gravity was interpolated from observed gravity values.
 NE0617
 NE0617;                    North         East    Units  Estimated Accuracy
 NE0617;SPC MI S     -    89,590.    4,104,950.      MT  (+/- 180 meters Scaled)
 NE0617
 NE0617                          SUPERSEDED SURVEY CONTROL
 NE0617
 NE0617  NAVD 88 (06/15/91)  179.052  (m)          587.44   (f) UNKNOWN     1 0
 NE0617  NGVD 29 (??/??/??)  179.225  (m)          588.01   (f) ADJUSTED    1 0
 NE0617
 NE0617.Superseded values are not recommended for survey control.
 NE0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0617.See file dsdata.txt to determine how the superseded data were derived.
 NE0617
 NE0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG274851(NAD 83)
 NE0617_MARKER: I = METAL ROD
 NE0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0617_SP_SET: IRON ROD
 NE0617_MARK LOGO: NONE  
 NE0617_PROJECTION: FLUSH
 NE0617_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0617_ROD/PIPE-DEPTH: 16   meters
 NE0617
 NE0617  HISTORY     - Date     Condition        Report By
 NE0617  HISTORY     - 1941     MONUMENTED       USLS
 NE0617  HISTORY     - 1970     GOOD             USLS
 NE0617  HISTORY     - 1980     GOOD             NGS
 NE0617  HISTORY     - 19941108 GOOD             NOS
 NE0617  HISTORY     - 19951108 GOOD             NOS
 NE0617
 NE0617                          STATION DESCRIPTION
 NE0617
 NE0617'DESCRIBED BY US LAKE SURVEY 1970
 NE0617'AT FT WAYNE MILITARY RES.
 NE0617'IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0617'AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OF THE
 NE0617'U.S. ARMY ENGINEER DISTRICT, DETROIT, ABOUT 350 FEET NORTHWEST
 NE0617'OF INNER END OF THE SLIP, ON NORTHEAST SIDE OF THE ROAD, 12.8
 NE0617'FEET FROM THE CURB, 74.2 FEET FROM WEST CORNER OF THE BRICK
 NE0617'GASOLINE STATION, AT FOOT OF A BANK, 14.8 FEET FROM A CROSS CUT
 NE0617'ON TOP OF THE ROADWAY CURB NEAR A DRIVEWAY, 23.1 FEET FROM
 NE0617'ANOTHER CROSS CUT ON THE CURB ABOVE A CATCHBASIN, FLUSH WITH THE
 NE0617'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-1/8-INCH
 NE0617'DIAMETER IRON ROD, 16 FEET LONG.  NOTE-- PREV. DESIG. BM FORT
 NE0617'1941.
 NE0617
 NE0617                          STATION RECOVERY (1980)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0617'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0617'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0617'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER
 NE0617'(0.1 MILE) NORTHEAST ALONG BOATYARD ROAD, 22.6 METERS (74.4 FEET)
 NE0617'NORTHWEST OF GAS BUILDING, 3.5 METERS (11.6 FEET) NORTHEAST OF CHAIN
 NE0617'LINK FENCE, 3.9 METERS (12.9 FEET) SOUTHWEST OF SOUTHWEST EDGE OF
 NE0617'PAVED PARKING LOT, TOP OF A 1 3/8 INCH STEEL ROD WHICH IS 4 FEET
 NE0617'BELOW LEVEL OF PARKING AREA.
 NE0617'THE MARK IS 02 M BELOW SIDEWALK..
 NE0617
 NE0617                          STATION RECOVERY (1994)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0617'BM FORT IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0617'AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OCCUPIED BY
 NE0617'THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG
 NE0617'BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER (0.10 MI)
 NE0617'NORTHEAST ALONG BOATYARD ROAD, 10.1 METERS (33.1 FT) NORTH WEST OF
 NE0617'CHAIN LINK FENCE THAT RUNS NORTHEAST-SOUTHWEST,4.17 METERS SOUTHWEST
 NE0617'OF THE CENTER OF THE SOUTHWEST LEG OF A RADIO TOWER.  3.5 METERS (11.5
 NE0617'FT) NORTHEAST OF CHAIN LINK FENCE THAT RUNS NORTHWEST-SOUTHEAST, AT
 NE0617'FOOT OF BANK 1.2 METERS (3.9 FT) BELOW LEVEL OF PARKING AREA.  BEING
 NE0617'THE TOP OF A 1 3/8 INCH STEEL ROD, 4.9 METERS (16.1 FT) LONG, WITH AN
 NE0617'ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0617
 NE0617                          STATION RECOVERY (1995)
 NE0617
 NE0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0617'BM FORT IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0617'AT THE FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OCCUPIED BY
 NE0617'THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG
 NE0617'BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER (0.10 MI)
 NE0617'NORTHEAST ALONG BOATYARD ROAD, 22.6 METERS (74.1 FT) NORTHWEST OF GAS
 NE0617'BUILDING, 10.1 METERS (33.1 FT) NORTH WEST OF CHAIN LINK FENCE THAT
 NE0617'RUNS NORTHEAST-SOUTHWEST, 7.0 METERS (23.0 FT) FROM A CROSS CUT ON THE
 NE0617'CURB ABOVE A CATCHBASIN, 4.5 METERS (14.8 FT) FROM ANOTHER CROSS CUT
 NE0617'ON TOP OF THE ROADWAY CURB NEAR A DRIVEWAY, 3.9 METERS (12.8 FT)
 NE0617'SOUTHWEST OF SOUTHWEST EDGE OF PAVED PARKING LOT, 3.5 METERS (11.5 FT)
 NE0617'NORTHEAST OF CHAIN LINK FENCE THAT RUNS NORTHWEST-SOUTHEAST, AT FOOT
 NE0617'OF BANK 1.2 METERS (3.9 FT) BELOW LEVEL OF PARKING LOT AREA, BEING THE
 NE0617'TOP OF A 1 3/8 INCH STEEL ROD, 4.9 METERS (16.1 FT) LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0623 ***********************************************************************
 NE0623  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0623  DESIGNATION -  904 4036 GAGE
 NE0623  PID         -  NE0623
 NE0623  STATE/COUNTY-  MI/WAYNE
 NE0623  USGS QUAD   -  DETROIT (1980)
 NE0623
 NE0623                         *CURRENT SURVEY CONTROL
 NE0623  ___________________________________________________________________
 NE0623* NAD 83(1986)-  42 17 56.     (N)    083 05 33.     (W)     SCALED    
 NE0623* NAVD 88     -       175.830  (meters)     576.87   (feet)  ADJUSTED  
 NE0623  ___________________________________________________________________
 NE0623  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0623  DYNAMIC HT  -         175.778 (meters)     576.70  (feet)  COMP
 NE0623  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NE0623
 NE0623  VERT ORDER  -  FIRST     CLASS 0
 NE0623
 NE0623.The horizontal coordinates were scaled from a topographic map and have
 NE0623.an estimated accuracy of +/- 6 seconds.
 NE0623
 NE0623.The orthometric height was determined by differential leveling
 NE0623.and adjusted by the National Geodetic Survey in June 1991..
 NE0623.WARNING-Repeat measurements at this control monument indicate possible
 NE0623.vertical movement.
 NE0623
 NE0623.This Tidal Bench Mark is designated as VM 12949
 NE0623.by the Center for Operational Oceanographic Products and Services.
 NE0623
 NE0623.The geoid height was determined by GEOID03.
 NE0623
 NE0623.The dynamic height is computed by dividing the NAVD 88
 NE0623.geopotential number by the normal gravity value computed on the
 NE0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0623.degrees latitude (g = 980.6199 gals.).
 NE0623
 NE0623.The modeled gravity was interpolated from observed gravity values.
 NE0623
 NE0623;                    North         East    Units  Estimated Accuracy
 NE0623;SPC MI S     -    89,530.    4,105,060.      MT  (+/- 180 meters Scaled)
 NE0623
 NE0623                          SUPERSEDED SURVEY CONTROL
 NE0623
 NE0623  NGVD 29 (??/??/??)  176.004  (m)          577.44   (f) ADJUSTED    1 0
 NE0623
 NE0623.Superseded values are not recommended for survey control.
 NE0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0623.See file dsdata.txt to determine how the superseded data were derived.
 NE0623
 NE0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG275850(NAD 83)
 NE0623_MARKER: DD = SURVEY DISK
 NE0623_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0623+WITH SETTING: PAVEMENT
 NE0623_SP_SET: GAUGE HOUSE FOUNDATION
 NE0623_STAMPING: GAGE
 NE0623_MARK LOGO: USE   
 NE0623_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0623
 NE0623  HISTORY     - Date     Condition        Report By
 NE0623  HISTORY     - 1968     MONUMENTED       USLS
 NE0623  HISTORY     - 1970     GOOD             USLS
 NE0623  HISTORY     - 1980     GOOD             NGS
 NE0623  HISTORY     - 19941108 GOOD             NOS
 NE0623
 NE0623                          STATION DESCRIPTION
 NE0623
 NE0623'DESCRIBED BY US LAKE SURVEY 1970
 NE0623'AT FT WAYNE MILITARY RES.
 NE0623'GAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0623'FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OF THE U.S.
 NE0623'ARMY ENGINEER DISTRICT, DETROIT, ON THE NORTHEAST SIDE AND NEAR
 NE0623'ENTRANCE TO BOAT SLIP, NEAR WEST CORNER OF CONCRETE FOUNDATION
 NE0623'OF LAKE SURVEY CENTER GAGE HOUSE, 1.1 FEET FROM SOUTHWEST EDGE
 NE0623'OF THE FOUNDATION, 0.4 FEET FROM THE NORTHWEST EDGE OF THE
 NE0623'FOUNDATION, 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER
 NE0623'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE FOUNDATION.
 NE0623'NOTE-- PREV. DESIG. BM GAGE 1968.
 NE0623
 NE0623                          STATION RECOVERY (1980)
 NE0623
 NE0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0623'OCCUPIED BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0623'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE, THENCE 0.16 KILOMETER
 NE0623'(0.1 MILE) NORTHEAST ALONG BOATYARD ROAD, ON THE NORTHEAST SIDE
 NE0623'AND THE EAST CORNER OF THE BOAT SLIP, SET AT THE WEST CORNER OF
 NE0623'THE CONCRETE FOUNDATION OF THE TIDE GAGE HOUSE FOR STATION 904-4036,
 NE0623'0.3 METER (1.1 FEET) NORTHEAST OF THE SOUTHWEST EDGE OF FOUNDATION
 NE0623'AND 0.1 METER (0.4 FOOT) SOUTHEAST OF NORTHWEST EDGE OF FOUNDATION.
 NE0623'THE MARK IS 0.15 M ABOVE GROUND.
 NE0623
 NE0623                          STATION RECOVERY (1994)
 NE0623
 NE0623'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0623'GAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0623'FORT WAYNE MILITARY RESERVATION, AT THE BOATYARD OCCUPIED BY THE U S
 NE0623'CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD
 NE0623'FROM THE MAIN GATE, THENCE 0.16 KILOMETER (0.10 MI) NORTHEAST ALONG
 NE0623'BOATYARD ROAD, ON THE NORTHEAST SIDE AND THE EAST CORNER OF THE BOAT
 NE0623'SLIP, SET AT THE WEST CORNER OF THE CONCRETE FOUNDATION OF THE
 NE0623'NATIONAL OCEAN SERVICE GAUGE HOUSE FOR STATION 904-4036, 0.3 METER
 NE0623'(1.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF FOUNDATION AND 0.1 METER
 NE0623'(0.3 FT) SOUTHEAST OF NORTHWEST EDGE OF FOUNDATION, 0.12 METER (0.39
 NE0623'FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0618 ***********************************************************************
 NE0618  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0618  DESIGNATION -  904 4036 GARAGE
 NE0618  PID         -  NE0618
 NE0618  STATE/COUNTY-  MI/WAYNE
 NE0618  USGS QUAD   -  DETROIT (1980)
 NE0618
 NE0618                         *CURRENT SURVEY CONTROL
 NE0618  ___________________________________________________________________
 NE0618* NAD 83(1986)-  42 17 57.     (N)    083 05 38.     (W)     SCALED    
 NE0618* NAVD 88     -       178.801  (meters)     586.62   (feet)  ADJUSTED  
 NE0618  ___________________________________________________________________
 NE0618  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0618  DYNAMIC HT  -         178.747 (meters)     586.44  (feet)  COMP
 NE0618  MODELED GRAV-     980,318.2   (mgal)                       NAVD 88
 NE0618
 NE0618  VERT ORDER  -  FIRST     CLASS 0
 NE0618
 NE0618.The horizontal coordinates were scaled from a topographic map and have
 NE0618.an estimated accuracy of +/- 6 seconds.
 NE0618
 NE0618.The orthometric height was determined by differential leveling
 NE0618.and adjusted by the National Geodetic Survey in June 1991..
 NE0618.WARNING-Repeat measurements at this control monument indicate possible
 NE0618.vertical movement.
 NE0618
 NE0618.This Tidal Bench Mark is designated as VM 12950
 NE0618.by the Center for Operational Oceanographic Products and Services.
 NE0618
 NE0618.The geoid height was determined by GEOID03.
 NE0618
 NE0618.The dynamic height is computed by dividing the NAVD 88
 NE0618.geopotential number by the normal gravity value computed on the
 NE0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0618.degrees latitude (g = 980.6199 gals.).
 NE0618
 NE0618.The modeled gravity was interpolated from observed gravity values.
 NE0618
 NE0618;                    North         East    Units  Estimated Accuracy
 NE0618;SPC MI S     -    89,560.    4,104,950.      MT  (+/- 180 meters Scaled)
 NE0618
 NE0618                          SUPERSEDED SURVEY CONTROL
 NE0618
 NE0618  NGVD 29 (??/??/??)  178.974  (m)          587.18   (f) ADJUSTED    1 0
 NE0618
 NE0618.Superseded values are not recommended for survey control.
 NE0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0618.See file dsdata.txt to determine how the superseded data were derived.
 NE0618
 NE0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG274851(NAD 83)
 NE0618_MARKER: DD = SURVEY DISK
 NE0618_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0618_SP_SET: BUILDING WALL
 NE0618_STAMPING: GARAGE 1959
 NE0618_MARK LOGO: USE   
 NE0618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0618+STABILITY: SURFACE MOTION
 NE0618
 NE0618  HISTORY     - Date     Condition        Report By
 NE0618  HISTORY     - 1959     MONUMENTED       USLS
 NE0618  HISTORY     - 1970     GOOD             USLS
 NE0618  HISTORY     - 1980     GOOD             NGS
 NE0618  HISTORY     - 19941110 GOOD             NOS
 NE0618
 NE0618                          STATION DESCRIPTION
 NE0618
 NE0618'DESCRIBED BY US LAKE SURVEY 1970
 NE0618'AT FT WAYNE MILITARY RES.
 NE0618'GARAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0618'AT FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S.
 NE0618'ARMY ENGINEER DISTRICT, DETROIT, ON NORTHERLY SIDE OF MAIN
 NE0618'BOATYARD ROAD, ON RIVER FACE OF TWO-STORY BRICK BUILDING USED AS
 NE0618'A GARAGE, 1 FOOT FROM THE EAST CORNER, 5 FEET ABOVE ASPHALT
 NE0618'PAVEMENT, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 NE0618'THE BRICK WALL.  NOTE-- PREV. DESIG BM GARAGE 1959.
 NE0618
 NE0618                          STATION RECOVERY (1980)
 NE0618
 NE0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0618'IN DETROIT, ON THE PART OF FORT WAYNE MILITARY RESERVATION OCCUPIED
 NE0618'BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 NE0618'ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.16
 NE0618'KILOMETER (0.1 MILE) NORTHWEST ALONG BOATYARD ROAD SET VERTICALLY
 NE0618'IN THE SOUTH FACE 0.36 METER (1.0 FOOT) SOUTHWEST OF THE EAST
 NE0618'CORNER OF BUILDING NUMBER 403 (GARAGE).
 NE0618'THE MARK IS 1.52 M ABOVE PAVEMENT.
 NE0618
 NE0618                          STATION RECOVERY (1994)
 NE0618
 NE0618'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 NE0618'GARAGE IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0618'FORT WAYNE MILITARY RESERVATION, AT BOATYARD OCCUPIED BY THE U S CORP
 NE0618'OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD FROM
 NE0618'THE MAIN GATE TO THE FORT, THENCE 0.16 KILOMETER (0.10 MI) NORTHWEST
 NE0618'ALONG BOATYARD ROAD, A BRONZE DISC SET VERTICALLY IN THE RIVER (SOUTH)
 NE0618'FACE OF TWO-STORY BRICK BUILDING USED AS A GARAGE, 39.6 METERS (129.9
 NE0618'FT) EAST OF DOORWAY ENTRANCE TO BUILDING 403 (GARAGE) , 23.2 METERS
 NE0618'(76.1 FT) NORTH OF THE NORTHEAST CORNER OF BUILDIG 414, 0.36 METER
 NE0618'(1.18 FT) SOUTHWEST OF THE EAST CORNER OF BUILDING NUMBER 403, 1.5
 NE0618'METERS (4.9 FT) ABOVE THE ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0622 ***********************************************************************
 NE0622  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0622  DESIGNATION -  904 4036 RAMP
 NE0622  PID         -  NE0622
 NE0622  STATE/COUNTY-  MI/WAYNE
 NE0622  USGS QUAD   -  DETROIT (1980)
 NE0622
 NE0622                         *CURRENT SURVEY CONTROL
 NE0622  ___________________________________________________________________
 NE0622* NAD 83(1986)-  42 17 58.     (N)    083 05 36.     (W)     SCALED    
 NE0622* NAVD 88     -       175.284  (meters)     575.08   (feet)  ADJUSTED  
 NE0622  ___________________________________________________________________
 NE0622  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0622  DYNAMIC HT  -         175.232 (meters)     574.91  (feet)  COMP
 NE0622  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NE0622
 NE0622  VERT ORDER  -  FIRST     CLASS 0
 NE0622
 NE0622.The horizontal coordinates were scaled from a topographic map and have
 NE0622.an estimated accuracy of +/- 6 seconds.
 NE0622
 NE0622.The orthometric height was determined by differential leveling
 NE0622.and adjusted by the National Geodetic Survey in June 1991..
 NE0622
 NE0622.This Tidal Bench Mark is designated as VM 12948
 NE0622.by the Center for Operational Oceanographic Products and Services.
 NE0622
 NE0622.The geoid height was determined by GEOID03.
 NE0622
 NE0622.The dynamic height is computed by dividing the NAVD 88
 NE0622.geopotential number by the normal gravity value computed on the
 NE0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0622.degrees latitude (g = 980.6199 gals.).
 NE0622
 NE0622.The modeled gravity was interpolated from observed gravity values.
 NE0622
 NE0622;                    North         East    Units  Estimated Accuracy
 NE0622;SPC MI S     -    89,600.    4,104,990.      MT  (+/- 180 meters Scaled)
 NE0622
 NE0622                          SUPERSEDED SURVEY CONTROL
 NE0622
 NE0622  NGVD 29 (??/??/??)  175.458  (m)          575.65   (f) ADJUSTED    1 0
 NE0622
 NE0622.Superseded values are not recommended for survey control.
 NE0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0622.See file dsdata.txt to determine how the superseded data were derived.
 NE0622
 NE0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG274851(NAD 83)
 NE0622_MARKER: Z = SEE DESCRIPTION
 NE0622_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 NE0622_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0622_MARK LOGO: NONE  
 NE0622_PROJECTION: RECESSED 46 CENTIMETERS
 NE0622_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0622_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0622+STABILITY: POSITION/ELEVATION WELL
 NE0622_ROD/PIPE-DEPTH: 27   meters
 NE0622
 NE0622  HISTORY     - Date     Condition        Report By
 NE0622  HISTORY     - 1970     MONUMENTED       USLS
 NE0622  HISTORY     - 1970     GOOD             USLS
 NE0622  HISTORY     - 1980     GOOD             NGS
 NE0622  HISTORY     - 19941108 GOOD             NOS
 NE0622  HISTORY     - 19951108 GOOD             NOS
 NE0622
 NE0622                          STATION DESCRIPTION
 NE0622
 NE0622'DESCRIBED BY US LAKE SURVEY 1970
 NE0622'AT FT WAYNE MILITARY RES.
 NE0622'RAMP IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0622'FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S. ARMY
 NE0622'ENGINEERS, ON NORTHEAST SIDE OF BOAT SLIP, 176.4 FEET WESTERLY OF
 NE0622'WEST CORNER OF U.S. LAKE SURVEY GAGE HOUSE, 92.1 FEET EAST OF
 NE0622'SOUTH CORNER AND 85.3 FEET SOUTHEAST OF EAST CORNER OF BOAT
 NE0622'HOUSE, 10.3 FEET WEST OF SOUTH CORNER OF CONCRETE RAMP, 5.5 FEET
 NE0622'SOUTH OF INTERSECTION OF WEST CORNER OF RAMP AND RETAINING
 NE0622'WALL, 130 FEET NORTHEAST OF EDGE OF SLIP, 1-1/2-FEET BELOW THE
 NE0622'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL
 NE0622'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 88 FEET
 NE0622'LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND
 NE0622'THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH
 NE0622'COVER 1-FOOT BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG. BM
 NE0622'RAMP 1970.
 NE0622
 NE0622                          STATION RECOVERY (1980)
 NE0622
 NE0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0622'IN DETROIT, ON THE PART OF THE FORT WAYNE MILITARY RESERVATION
 NE0622'OCCUPIED BY THE U S CORPS OF ENGINEERS, 0.4 KILOMETER (0.25 MILE)
 NE0622'SOUTHEAST ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT
 NE0622'THENCE 0.16 KILOMETER (0.1 MILE) NORTHEAST ALONG BOATYARD ROAD
 NE0622'TO THE BOAT SLIP, 53.3 METERS (176.4 FEET) NORTHWEST OF THE WEST
 NE0622'CORNER OF THE U S LAKE SURVEY GAGE HOUSE FOR STATION 904-4036,
 NE0622'28.1 METERS (92.1 FEET) SOUTHEAST OF SOUTH CORNER AND 26.1 METERS
 NE0622'(85.3 FEET) SOUTHEAST OF THE EAST CORNER OF THE BOAT HOUSE, 3.1
 NE0622'METERS (10.3 FEET) WEST OF THE SOUTH CORNER OF THE RAMP ON THE
 NE0622'NORTHEAST SIDE OF SLIP, 1.7 METERS (5.5 FEET) SOUTH OF JUNCTION
 NE0622'OF WEST CORNER OF RAMP AND RETAINING WALL AND IS THE HIGHEST POINT
 NE0622'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH CALVANIZED STEEL
 NE0622'PIPE 88 FEET LONG, PROTECTED BY A 6-INCH CONCRETE PIPE WITH COVER
 NE0622'0.36 METER (1 FOOT) BELOW GROUND.
 NE0622'THE MARK IS .45 M BELOW GROUND.
 NE0622
 NE0622                          STATION RECOVERY (1994)
 NE0622
 NE0622'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0622'RAMP IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0622'FORT WAYNE MILITARY RESERVATION OCCUPIED BY THE U S CORPS OF
 NE0622'ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD FROM THE
 NE0622'MAIN GATE TO THE FORT THENCE 0.16 KILOMETER (0.10 MI) NORTHEAST ALONG
 NE0622'BOATYARD ROAD TO THE BOAT SLIP, 53.3 METERS (174.9 FT) NORTHWEST OF
 NE0622'THE WEST CORNER OF THE NATIONAL OCEAN SERVICE GAUGE HOUSE FOR STATION
 NE0622'904-4036, 28.1 METERS (92.2 FT) EAST OF SOUTH CORNER AND 26.1 METERS
 NE0622'(85.6 FT) SOUTHEAST OF THE EAST CORNER OF THE BOAT HOUSE, 3.1 METERS
 NE0622'(10.2 FT) NORTHWEST OF THE SOUTH CORNER OF THE RAMP ON THE NORTHEAST
 NE0622'SIDE OF SLIP, 1.7 METERS (5.6 FT) SOUTH OF JUNCTION OF WEST CORNER OF
 NE0622'RAMP AND RETAINING WALL, 0.46 METER (1.51 FT) BELOW THE GROUND.  BEING
 NE0622'THE HIGHEST POINT OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0622'GALVANIZED STEEL PIPE 26.8 METERS (87.9 FT) LONG, PROTECTED BY A
 NE0622'6-INCH CONCRETE PIPE WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE
 NE0622'GROUND.
 NE0622
 NE0622                          STATION RECOVERY (1995)
 NE0622
 NE0622'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0622'RAMP IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0622'FORT WAYNE MILITARY RESERVATION OCCUPIED BY THE U S CORPS OF
 NE0622'ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD FROM THE
 NE0622'MAIN GATE TO THE FORT THENCE 0.16 KILOMETER (0.10 MI) NORTHEAST ALONG
 NE0622'BOATYARD ROAD TO THE BOAT SLIP, 53.3 METERS (174.9 FT) NORTHWEST OF
 NE0622'THE WEST CORNER OF THE NATIONAL OCEAN SERVICE GAUGE HOUSE FOR STATION
 NE0622'904-4036, 28.1 METERS (92.2 FT) EAST OF SOUTH CORNER AND 26.1 METERS
 NE0622'(85.6 FT) SOUTHEAST OF THE EAST CORNER OF THE BOAT HOUSE, 3.1 METERS
 NE0622'(10.2 FT) WEST OF THE SOUTH CORNER OF THE RAMP ON THE NORTHEAST SIDE
 NE0622'OF SLIP, 1.7 METERS (5.6 FT) SOUTH OF JUNCTION OF WEST CORNER OF RAMP
 NE0622'AND RETAINING WALL, 0.46 METER (1.51 FT) BELOW THE GROUND.  BEING THE
 NE0622'HIGHEST POINT OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0622'CALVANIZED STEEL PIPE 26.8 METERS (87.9 FT) LONG, PROTECTED BY A
 NE0622'6-INCH CONCRETE PIPE WITH COVER 0.36 METER (1.18 FT) BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0620 ***********************************************************************
 NE0620  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0620  DESIGNATION -  904 4036 TOWER
 NE0620  PID         -  NE0620
 NE0620  STATE/COUNTY-  MI/WAYNE
 NE0620  USGS QUAD   -  DETROIT (1980)
 NE0620
 NE0620                         *CURRENT SURVEY CONTROL
 NE0620  ___________________________________________________________________
 NE0620* NAD 83(1986)-  42 17 52.     (N)    083 05 38.     (W)     SCALED    
 NE0620* NAVD 88     -       177.347  (meters)     581.85   (feet)  ADJUSTED  
 NE0620  ___________________________________________________________________
 NE0620  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0620  DYNAMIC HT  -         177.294 (meters)     581.67  (feet)  COMP
 NE0620  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NE0620
 NE0620  VERT ORDER  -  FIRST     CLASS 0
 NE0620
 NE0620.The horizontal coordinates were scaled from a topographic map and have
 NE0620.an estimated accuracy of +/- 6 seconds.
 NE0620
 NE0620.The orthometric height was determined by differential leveling
 NE0620.and adjusted by the National Geodetic Survey in June 1991..
 NE0620
 NE0620.This Tidal Bench Mark is designated as VM 12954
 NE0620.by the Center for Operational Oceanographic Products and Services.
 NE0620
 NE0620.The geoid height was determined by GEOID03.
 NE0620
 NE0620.The dynamic height is computed by dividing the NAVD 88
 NE0620.geopotential number by the normal gravity value computed on the
 NE0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0620.degrees latitude (g = 980.6199 gals.).
 NE0620
 NE0620.The modeled gravity was interpolated from observed gravity values.
 NE0620
 NE0620;                    North         East    Units  Estimated Accuracy
 NE0620;SPC MI S     -    89,410.    4,104,950.      MT  (+/- 180 meters Scaled)
 NE0620
 NE0620                          SUPERSEDED SURVEY CONTROL
 NE0620
 NE0620  NGVD 29 (??/??/??)  177.521  (m)          582.42   (f) ADJUSTED    1 0
 NE0620
 NE0620.Superseded values are not recommended for survey control.
 NE0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0620.See file dsdata.txt to determine how the superseded data were derived.
 NE0620
 NE0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273849(NAD 83)
 NE0620_MARKER: Z = SEE DESCRIPTION
 NE0620_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 NE0620_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0620_MARK LOGO: NONE  
 NE0620_PROJECTION: RECESSED 4 CENTIMETERS
 NE0620_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0620_ROD/PIPE-DEPTH: 28.5 meters
 NE0620
 NE0620  HISTORY     - Date     Condition        Report By
 NE0620  HISTORY     - 1970     MONUMENTED       USLS
 NE0620  HISTORY     - 1970     GOOD             USLS
 NE0620  HISTORY     - 1980     GOOD             NGS
 NE0620  HISTORY     - 19941108 GOOD             NOS
 NE0620
 NE0620                          STATION DESCRIPTION
 NE0620
 NE0620'DESCRIBED BY US LAKE SURVEY 1970
 NE0620'AT FT WAYNE MILITARY RES.
 NE0620'TOWER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0620'FORT WAYNE MILITARY RESERVATION, AT BOATYARD OF THE U.S. ARMY
 NE0620'ENGINEERS, 107.4 FEET SOUTHWEST OF SOUTHWEST CORNER OF BOATYARD
 NE0620'OFFICE, 26.6 FEET NORTHERLY OF SOUTHEAST CORNER OF STORAGE AND
 NE0620'LOCKER BUILDING, 17.2 FEET NORTHWEST OF NORTHEAST CORNER OF
 NE0620'18 X 20 FOOT CONCRETE TOWER FOUNDATION, 7.0 FEET NORTH OF MOST
 NE0620'NORTHERLY LEG OF 60 FOOT TRIANGULAR SHAPE STEEL TOWER, 3.0 FEET
 NE0620'NORTHERLY OF NORTHWEST CORNER OF CONCRETE TOWER FOUNDATION,
 NE0620'1-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 NE0620'A BRASS PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 NE0620'PIPE, 95 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER
 NE0620'STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER
 NE0620'CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND SURFACE.
 NE0620'NOTE-- PREV DESK, BM TOWER 1970.
 NE0620
 NE0620                          STATION RECOVERY (1980)
 NE0620
 NE0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0620'IN DETROIT, ON THE PART OF FORT WAYNE MILITARY RESERVATION OCCUPIED
 NE0620'BY THE U S CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
 NE0620'ALONG BRADY ROAD FROM THE MAIN GATE TO THE FORT, THENCE 0.08
 NE0620'KILOMETER (0.05 MILE) NORTHEAST ALONG BOATYARD ROAD AT THE EAST
 NE0620'CORNER OF BUILDING 401, 59 METERS (196.5 FEET) SOUTHEAST OF THE
 NE0620'CENTER OF THE ROAD, 32.2 METERS (107.4 FEET) SOUTH OF THE SOUTH
 NE0620'CORNER OF OFFICE BUILDING 401, 5.3 METERS (17.2 FEET) NORTHWEST
 NE0620'OF THE WEST CORNER OF A 18 BY 20 FOOT CONCRETE FOUNDATION OF A
 NE0620'TOWER, 2.1 METERS (7.0 FEET) NORTHWEST OF THE WEST LEG OF A 60
 NE0620'FOOT STEEL TOWER AND IS THE HIGHEST POINT ON TOP OF A BRASS PLUG
 NE0620'ON TOP OF A 3/8 INCH GALVANIZED PIPE 95 FEET LONG, PROTECTED BY
 NE0620'A 6-INCH CONCRETE COVER WITH COVER 0.36 METER (1.0 FOOT)
 NE0620'BELOW GROUNG.
 NE0620'THE MARK IS 0.4 M BELOW GROUND.
 NE0620
 NE0620                          STATION RECOVERY (1994)
 NE0620
 NE0620'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0620'BM TOWER IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0620'AT FORT WAYNE MILITARY RESERVATION, AT BOATYARD OCCUPIED BY THE U S
 NE0620'CORP OF ENGINEERS, 0.4 KILOMETER (0.25 MI) SOUTHEAST ALONG BRADY ROAD
 NE0620'FROM THE MAIN GATE TO THE FORT, THENCE 0.08 KILOMETER (0.05 MI)
 NE0620'NORTHEAST ALONG BOATYARD ROAD AT THE EAST CORNER OF BUILDING 401, 59
 NE0620'METERS (193.6 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 32.2 METERS
 NE0620'(105.6 FT) SOUTH OF THE SOUTH CORNER OF OFFICE BUILDING 414, 8.1
 NE0620'METERS (26.6 FT) NORTH OF SOUTHEAST CORNER OF BUILDING 401, 5.3 METERS
 NE0620'(17.4 FT) WEST OF THE NORTHWEST CORNER OF A 18 BY 20 FOOT (6.1 M)
 NE0620'CONCRETE FOUNDATION OF A TOWER, 2.1 METERS (6.9 FT) NORTHWEST OF THE
 NE0620'NORTHWEST LEG OF A 60 FOOT (18.3 M) STEEL TOWER, 1.0 METERS (3.3 FT)
 NE0620'NORTH OF THE NORTHWEST CORNER OF TOWER FOUNDATION, AND IS THE HIGHEST
 NE0620'POINT ON TOP OF A BRASS PLUG ON TOP OF A 3/8 INCH GALVANIZED PIPE 95
 NE0620'FEET (29.0 M) LONG, 0.36 METER (1.18 FT) BELOW GROUND, ENCASED IN A
 NE0620'1-INCH GALVINAIZED STEEL PIPE, PROTECTED BY A 6-INCH CONCRETE PIPE
 NE0620'WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0133 ***********************************************************************
 NE0133  DESIGNATION -  904 4049 D 1
 NE0133  PID         -  NE0133
 NE0133  STATE/COUNTY-  MI/WAYNE
 NE0133  USGS QUAD   -  BELLE ISLE (1980)
 NE0133
 NE0133                         *CURRENT SURVEY CONTROL
 NE0133  ___________________________________________________________________
 NE0133* NAD 83(1986)-  42 21 36.     (N)    082 55 40.     (W)     SCALED    
 NE0133* NAVD 88     -       177.905  (meters)     583.68   (feet)  ADJUSTED  
 NE0133  ___________________________________________________________________
 NE0133  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0133  DYNAMIC HT  -         177.852 (meters)     583.50  (feet)  COMP
 NE0133  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 NE0133
 NE0133  VERT ORDER  -  FIRST     CLASS 0
 NE0133
 NE0133.The horizontal coordinates were scaled from a topographic map and have
 NE0133.an estimated accuracy of +/- 6 seconds.
 NE0133
 NE0133.The orthometric height was determined by differential leveling
 NE0133.and adjusted by the National Geodetic Survey in June 1991..
 NE0133
 NE0133.The geoid height was determined by GEOID03.
 NE0133
 NE0133.The dynamic height is computed by dividing the NAVD 88
 NE0133.geopotential number by the normal gravity value computed on the
 NE0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0133.degrees latitude (g = 980.6199 gals.).
 NE0133
 NE0133.The modeled gravity was interpolated from observed gravity values.
 NE0133
 NE0133;                    North         East    Units  Estimated Accuracy
 NE0133;SPC MI S     -    96,540.    4,118,530.      MT  (+/- 180 meters Scaled)
 NE0133
 NE0133                          SUPERSEDED SURVEY CONTROL
 NE0133
 NE0133  NGVD 29 (??/??/??)  178.062  (m)          584.19   (f) ADJUSTED    1 0
 NE0133
 NE0133.Superseded values are not recommended for survey control.
 NE0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0133.See file dsdata.txt to determine how the superseded data were derived.
 NE0133
 NE0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412915(NAD 83)
 NE0133_MARKER: DD = SURVEY DISK
 NE0133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0133_SP_SET: BRIDGE ABUTMENT
 NE0133_MARK LOGO: USLS  
 NE0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0133+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0133
 NE0133  HISTORY     - Date     Condition        Report By
 NE0133  HISTORY     - 1930     MONUMENTED       USLS
 NE0133  HISTORY     - 1970     GOOD             USLS
 NE0133  HISTORY     - 1980     GOOD             NGS
 NE0133  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0133
 NE0133                          STATION DESCRIPTION
 NE0133
 NE0133'DESCRIBED BY US LAKE SURVEY 1970
 NE0133'AT GROSSE POINTE PARK.
 NE0133'D 1 IS AT GROSSE POINTE PARK, WAYNE COUNTY, MICHIGAN, AT WINDMILL
 NE0133'POINTE, NEAR THE FOOT OF ALTER ROAD, ON SOUTHWEST END OF BASE
 NE0133'OF SOUTHEAST GUARD RAIL OF BRIDGE OVER FOX CREEK, 1.9 FEET
 NE0133'FROM THE SOUTHWEST END, 0.5 FEET FROM THE SOUTHEAST FACE, BEING
 NE0133'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 NE0133'CONCRETE.  NOTE-- PREV. DESIG. BM D 1 1930.
 NE0133
 NE0133                          STATION RECOVERY (1980)
 NE0133
 NE0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0133'IN DETROIT, SET ATOP THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 NE0133'BANISTER OF THE ALTER STREET BRIDGE OVER FOX CREEK, 7.3 METERS
 NE0133'(24 FEET) SOUTHEAST CENTER OF ALTER STREET, 0.6 METERS (2.0 FEET)
 NE0133'NORTHEAST OF THE SOUTHWEST END OF BANISTER.
 NE0133'THE MARK IS 1.0 M ABOVE ALTER STREET.
 NE0133
 NE0133                          STATION RECOVERY (1993)
 NE0133
 NE0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0134 ***********************************************************************
 NE0134  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0134  DESIGNATION -  904 4049 D 2
 NE0134  PID         -  NE0134
 NE0134  STATE/COUNTY-  MI/WAYNE
 NE0134  USGS QUAD   -  BELLE ISLE (1980)
 NE0134
 NE0134                         *CURRENT SURVEY CONTROL
 NE0134  ___________________________________________________________________
 NE0134* NAD 83(1986)-  42 21 34.     (N)    082 55 56.     (W)     SCALED    
 NE0134* NAVD 88     -       177.833  (meters)     583.44   (feet)  ADJUSTED  
 NE0134  ___________________________________________________________________
 NE0134  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0134  DYNAMIC HT  -         177.780 (meters)     583.27  (feet)  COMP
 NE0134  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 NE0134
 NE0134  VERT ORDER  -  FIRST     CLASS 0
 NE0134
 NE0134.The horizontal coordinates were scaled from a topographic map and have
 NE0134.an estimated accuracy of +/- 6 seconds.
 NE0134
 NE0134.The orthometric height was determined by differential leveling
 NE0134.and adjusted by the National Geodetic Survey in June 1991..
 NE0134
 NE0134.This Tidal Bench Mark is designated as VM 12963
 NE0134.by the Center for Operational Oceanographic Products and Services.
 NE0134
 NE0134.The geoid height was determined by GEOID03.
 NE0134
 NE0134.The dynamic height is computed by dividing the NAVD 88
 NE0134.geopotential number by the normal gravity value computed on the
 NE0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0134.degrees latitude (g = 980.6199 gals.).
 NE0134
 NE0134.The modeled gravity was interpolated from observed gravity values.
 NE0134
 NE0134;                    North         East    Units  Estimated Accuracy
 NE0134;SPC MI S     -    96,470.    4,118,160.      MT  (+/- 180 meters Scaled)
 NE0134
 NE0134                          SUPERSEDED SURVEY CONTROL
 NE0134
 NE0134  NGVD 29 (??/??/??)  177.988  (m)          583.95   (f) ADJUSTED    1 0
 NE0134
 NE0134.Superseded values are not recommended for survey control.
 NE0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0134.See file dsdata.txt to determine how the superseded data were derived.
 NE0134
 NE0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG408914(NAD 83)
 NE0134_MARKER: DD = SURVEY DISK
 NE0134_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0134_SP_SET: BRIDGE GUARDRAIL
 NE0134_STAMPING: D-2
 NE0134_MARK LOGO: USLS  
 NE0134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0134+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0134
 NE0134  HISTORY     - Date     Condition        Report By
 NE0134  HISTORY     - 1930     MONUMENTED       USLS
 NE0134  HISTORY     - 1970     GOOD             USLS
 NE0134  HISTORY     - 1980     GOOD             NGS
 NE0134  HISTORY     - 19931030 GOOD             LOCENG
 NE0134  HISTORY     - 19941107 GOOD             NOS
 NE0134  HISTORY     - 19951107 GOOD             NOS
 NE0134  HISTORY     - 19981212 GOOD             USPSQD
 NE0134
 NE0134                          STATION DESCRIPTION
 NE0134
 NE0134'DESCRIBED BY US LAKE SURVEY 1970
 NE0134'AT DETROIT.
 NE0134'D 2 IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINTE, ON
 NE0134'THE NORTHWEST SIDE OF RIVERSIDE STREET, ABOUT 750 FEET SOUTHWEST
 NE0134'OF ALTER ROAD, ON NORTHEAST END OF CONCRETE BASE OF NORTHWEST
 NE0134'GUARD RAIL OF BRIDGE, 2.4 FEET FROM THE NORTHEAST END, 0.2 FEET
 NE0134'FROM THE SOUTHEAST FACE, BEING HIGHEST POINT OVER CROSS AT
 NE0134'CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG.
 NE0134'BM D 2 1930.
 NE0134
 NE0134                          STATION RECOVERY (1980)
 NE0134
 NE0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0134'IN DETROIT, 0.32 KM. (0.2 MILE) SOUTHWEST ALONG RIVERSIDE DRIVE FROM
 NE0134'THE SOUTHWEST END OF A BRIDGE OVER FOX CREEK, SET IN THE NORTHEAST END
 NE0134'OF THE NORTHWEST CONCRETE BANNISTER OF A BRIDGE OVER A SMALL CREEK,
 NE0134'5.2 METERS (17 FEET) NORTHWEST OF THE NORTHEAST END OF THE BANNISTER.
 NE0134'THE MARK IS 0.9 M ABOVE DRIVE.
 NE0134
 NE0134                          STATION RECOVERY (1993)
 NE0134
 NE0134'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0134'RECOVERED IN GOOD CONDITION.  TO REACH STATION FROM THE INTERSECTION
 NE0134'OF JEFFERSON AVE. AND ALTER ROAD HEAD SOUTH ON ALTER ROAD.  ALTER ROAD
 NE0134'MAKES A 90 DEGREE BEND TO THE SOUTH GOES OVER A BRIDGE OVER FOX CREEK
 NE0134'AND RENAMED TO  RIVERSIDE DRIVE.  GO APPROXIMATELY 600 METERS (1968.5
 NE0134'FT) AND THE STATION IS ON THE RIGHT ON THE NORTHWEST ABUTMENT OF A
 NE0134'SMALL BRIDGE.
 NE0134
 NE0134                          STATION RECOVERY (1994)
 NE0134
 NE0134'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0134'D 2 IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINTE, ON THE
 NE0134'NORTHWEST SIDE OF RIVERSIDE STREET, 0.32 KM.SOUTHWEST ALONG RIVERSIDE
 NE0134'DRIVE FROM THE SOUTHWEST END OF A BRIDGE OVER FOX CREEK, ABOUT 750
 NE0134'FEET (228.6 M) SOUTHWEST OF ALTER ROAD, ON NORTHEAST END OF CONCRETE
 NE0134'BASE OF NORTHWEST GUARD RAIL OF BRIDGE, 16.0 FEET (4.9 M) NORTH OF THE
 NE0134'CENTER OF THE BRIDGE ON RIVERSIDE DRIVE, 2.4 FEET (0.7 M) SOUTHWEST
 NE0134'FROM THE NORTHEAST END, 0.2 FEET (6.1 CM) FROM THE SOUTHEAST FACE,
 NE0134'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 NE0134'CONCRETE.  NOTE-- PREV.  DESIG.  BM D 2 1930.
 NE0134
 NE0134                          STATION RECOVERY (1995)
 NE0134
 NE0134'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0134'D-2 IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINT, ON THE
 NE0134'NORTHWEST SIDE OF RIVERSIDE STREET, 0.32 KM.  (0.20 MI) SOUTHWEST
 NE0134'ALONG RIVERSIDE DRIVE FROM THE SOUTHWEST END OF A BRIDGE OVER FOX
 NE0134'CREEK, ABOUT 750 FT (228.6 M) SOUTHWEST OF ALTER ROAD, ON THE
 NE0134'NORTHEAST END OF THE CONCRETE BASE OF THE NORTHWEST GUARD RAIL OF THE
 NE0134'BRIDGE, 16.0 FT (4.9 M) NORTH OF THE COENTER OF THE BRIDGE, 2.4 FT
 NE0134'(0.7 M) SOUTHWEST FROM THE NORTHEAST END OF THE BRIDGE, 0.2 FT (6.1
 NE0134'CM) FROM THE SOUTHEAST FACE, BEING THE HIGHEST POINT OVER CROSS AT
 NE0134'CENTER OF THE BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG D
 NE0134'2 1930
 NE0134
 NE0134                          STATION RECOVERY (1998)
 NE0134
 NE0134'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0137 ***********************************************************************
 NE0137  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0137  DESIGNATION -  904 4049 DWELLING
 NE0137  PID         -  NE0137
 NE0137  STATE/COUNTY-  MI/WAYNE
 NE0137  USGS QUAD   -  BELLE ISLE (1980)
 NE0137
 NE0137                         *CURRENT SURVEY CONTROL
 NE0137  ___________________________________________________________________
 NE0137* NAD 83(1986)-  42 21 29.     (N)    082 55 40.     (W)     SCALED    
 NE0137* NAVD 88     -       176.177  (meters)     578.01   (feet)  ADJUSTED  
 NE0137  ___________________________________________________________________
 NE0137  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0137  DYNAMIC HT  -         176.125 (meters)     577.84  (feet)  COMP
 NE0137  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 NE0137
 NE0137  VERT ORDER  -  FIRST     CLASS 0
 NE0137
 NE0137.The horizontal coordinates were scaled from a topographic map and have
 NE0137.an estimated accuracy of +/- 6 seconds.
 NE0137
 NE0137.The orthometric height was determined by differential leveling
 NE0137.and adjusted by the National Geodetic Survey in October 1996..
 NE0137.WARNING-Repeat measurements at this control monument indicate possible
 NE0137.vertical movement.
 NE0137
 NE0137.This Tidal Bench Mark is designated as VM 12960
 NE0137.by the Center for Operational Oceanographic Products and Services.
 NE0137
 NE0137.The geoid height was determined by GEOID03.
 NE0137
 NE0137.The dynamic height is computed by dividing the NAVD 88
 NE0137.geopotential number by the normal gravity value computed on the
 NE0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0137.degrees latitude (g = 980.6199 gals.).
 NE0137
 NE0137.The modeled gravity was interpolated from observed gravity values.
 NE0137
 NE0137;                    North         East    Units  Estimated Accuracy
 NE0137;SPC MI S     -    96,320.    4,118,530.      MT  (+/- 180 meters Scaled)
 NE0137
 NE0137                          SUPERSEDED SURVEY CONTROL
 NE0137
 NE0137  NAVD 88 (06/15/91)  176.174  (m)          578.00   (f) UNKNOWN     1 0
 NE0137  NGVD 29 (??/??/??)  176.328  (m)          578.50   (f) ADJUSTED    1 0
 NE0137
 NE0137.Superseded values are not recommended for survey control.
 NE0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0137.See file dsdata.txt to determine how the superseded data were derived.
 NE0137
 NE0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412913(NAD 83)
 NE0137_MARKER: Z = SEE DESCRIPTION
 NE0137_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 NE0137_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0137_MARK LOGO: USLS  
 NE0137_PROJECTION: RECESSED 30 CENTIMETERS
 NE0137_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0137_ROD/PIPE-DEPTH: 7.7  meters
 NE0137
 NE0137  HISTORY     - Date     Condition        Report By
 NE0137  HISTORY     - 1970     MONUMENTED       USLS
 NE0137  HISTORY     - 1970     GOOD             USLS
 NE0137  HISTORY     - 1980     GOOD             NGS
 NE0137  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0137  HISTORY     - 19941107 GOOD             NOS
 NE0137  HISTORY     - 19951107 GOOD             NOS
 NE0137
 NE0137                          STATION DESCRIPTION
 NE0137
 NE0137'DESCRIBED BY US LAKE SURVEY 1970
 NE0137'AT DETROIT.
 NE0137'DWELLING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF
 NE0137'ALTER ROAD, ON PROPERTY OF U.S. PUBLIC SERVICE HOSPITAL, NO. 14700
 NE0137'RIVERSIDE DRIVE, 54.1 FEET NORTH OF NORTHERLY CORNER OF U.S.
 NE0137'LAKE SURVEY GAGE HOUSE, 29.7 FEET NORTHEAST OF A METAL LAMP
 NE0137'POST, 28.4 FEET NORTHEAST OF MOST NORTHERLY MAPLE OF TWO, 17.2
 NE0137'FEET SOUTHWEST OF INTERSECTION OF WESTERLY CORNER OF PORCH AND
 NE0137'DWELLING, 10.0 FEET SOUTHEAST OF SOUTHERLY CORNER AND IN LINE
 NE0137'WITH SOUTHWEST FACE OF DWELLING NO. 7, 1-1/2 FEET BELOW THE
 NE0137'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL
 NE0137'PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 25
 NE0137'FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE
 NE0137'AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE
 NE0137'WITH COVER 1-FOOT BELOW THE GROUND SURFACE.  NOTE-- PREV. DESIG.
 NE0137'BM DWELLING 1970.
 NE0137
 NE0137                          STATION RECOVERY (1980)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0137'IN DETROIT,(AREA KNOWN AS WINDMILL POINT) NEAR THE FOOT OF ALTER
 NE0137'ROAD, ON THE PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0137'NEAR THE SOUTH CORNER OF THE PROPERTY, 16.5 METERS (54.1 FEET)
 NE0137'NORTH-NORTHWEST OF THE NORTH CORNER OF A GAGE HOUSE, 9.0 METERS
 NE0137'(29.7 FEET) NORTH-NORTHWEST OF THE SOUTH CORNER OF AN ABONDONED BRICK
 NE0137'BUILDING, ACCESS TO THIS MARK MAY BE OBTAINED BY LIFTING A SIX-INCH
 NE0137'CONCRETE COVER--NOTE THIS IS A GEODETIC SURVEY OF CANADA PERMANENT
 NE0137'BENCH MARK.
 NE0137'THE MARK IS 0.2 M BELOW GROUND.
 NE0137
 NE0137                          STATION RECOVERY (1993)
 NE0137
 NE0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0137'MARK NOT FOUND.
 NE0137
 NE0137                          STATION RECOVERY (1994)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0137'DWELLING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0137'ROAD, AT THE SOUTH SOUTHWEST CORNER OF MARINERS PARK, ON FORMER
 NE0137'PROPERTY OF U.S.  PUBLIC SERVICE HOSPITAL, NO.  14700 RIVERSIDE DRIVE,
 NE0137'71.0 FEET (21.6 M) NORTH NORTHWEST OF BULKHEAD RUNNING NORTHEAST AND
 NE0137'SOUTHWEST, 55.1 FEET (16.8 M) NORTH OF NORTHERLY CORNER OF NOS GAUGE
 NE0137'HOUSE, 29.2 FEET (8.9 M) EAST OF MOST NORTHERN OF TWO MAPLE TREES,
 NE0137'1-1/2 FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0137'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL
 NE0137'PIPE, 25 FEET (7.6 M) LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER
 NE0137'STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 NE0137'PIPE WITH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0137
 NE0137                          STATION RECOVERY (1995)
 NE0137
 NE0137'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0137'DWELLING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0137'ROAD, AT THE SOUTH-SOUTHWEST CORNER OF MARINERS PARK, ON THE FORMER
 NE0137'PROPERTY OF THE US PUBLIC SERVICE HOSPITAL, NO 14700 RIVERSIDE DRIVE,
 NE0137'71.0 FT (21.6 M) NORTH-NORTHWST OF THE BULKHEAD RUNNING NORTHEAT AND
 NE0137'SOUTHWEST, 55.1 FT (16.8 M) NORTH OF THE NORTHERLY CORNER OF THE NOS
 NE0137'GAGE HOUSE, 29.2 FT (8.9 M) EAST OF THE MOST NORTHERN OF TWO MAPLE
 NE0137'TREES, 1-1/2 FT BELOW GROUND SURFACE, BEING THE HIGHEST POINT ON TOP
 NE0137'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH DIAMETER GALVANIZED
 NE0137'STEEL PIPE, 25 FT (7.6 M) LONG.  THE PIPE IS ENCASED IN A 1 INCH
 NE0137'DIAMETER CONCRETE PIPE.  THE MARK IS PROTECTED BY A 5 INCH PVC PIPE
 NE0137'AND CONCRETE KICKBLOCK WITH AN ALUMINUM ACCESS COVER WHICH IS FLUSH
 NE0137'WITH THE GROUND, STAMPED DWELLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9382 ***********************************************************************
 AA9382  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9382  DESIGNATION -  904 4049 J
 AA9382  PID         -  AA9382
 AA9382  STATE/COUNTY-  MI/WAYNE
 AA9382  USGS QUAD   -  BELLE ISLE (1980)
 AA9382
 AA9382                         *CURRENT SURVEY CONTROL
 AA9382  ___________________________________________________________________
 AA9382* NAD 83(1986)-  42 21 41.     (N)    082 55 46.     (W)     SCALED    
 AA9382* NAVD 88     -       177.384  (meters)     581.97   (feet)  ADJUSTED  
 AA9382  ___________________________________________________________________
 AA9382  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AA9382  DYNAMIC HT  -         177.332 (meters)     581.80  (feet)  COMP
 AA9382  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 AA9382
 AA9382  VERT ORDER  -  SECOND    CLASS I
 AA9382
 AA9382.The horizontal coordinates were scaled from a topographic map and have
 AA9382.an estimated accuracy of +/- 6 seconds.
 AA9382
 AA9382.The orthometric height was determined by differential leveling
 AA9382.and adjusted by the National Geodetic Survey in October 1996..
 AA9382
 AA9382.This Tidal Bench Mark is designated as VM 12964
 AA9382.by the Center for Operational Oceanographic Products and Services.
 AA9382
 AA9382.The geoid height was determined by GEOID03.
 AA9382
 AA9382.The dynamic height is computed by dividing the NAVD 88
 AA9382.geopotential number by the normal gravity value computed on the
 AA9382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9382.degrees latitude (g = 980.6199 gals.).
 AA9382
 AA9382.The modeled gravity was interpolated from observed gravity values.
 AA9382
 AA9382;                    North         East    Units  Estimated Accuracy
 AA9382;SPC MI S     -    96,690.    4,118,390.      MT  (+/- 180 meters Scaled)
 AA9382
 AA9382                          SUPERSEDED SURVEY CONTROL
 AA9382
 AA9382.No superseded survey control is available for this station.
 AA9382
 AA9382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG411917(NAD 83)
 AA9382_MARKER: DB = BENCH MARK DISK
 AA9382_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9382_SP_SET: BRIDGE RETAINING WALL
 AA9382_STAMPING: 4049 J 1987
 AA9382_MARK LOGO: NOS   
 AA9382_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9382+STABILITY: SURFACE MOTION
 AA9382
 AA9382  HISTORY     - Date     Condition        Report By
 AA9382  HISTORY     - 1987     MONUMENTED       NOS
 AA9382  HISTORY     - 19941107 GOOD             NOS
 AA9382  HISTORY     - 19951107 GOOD             NOS
 AA9382
 AA9382                          STATION DESCRIPTION
 AA9382
 AA9382'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA9382'4049 J IS AT WINDMILL POINTE PARK, AT THE INTERSECTION OF KLENK ST.
 AA9382'AND ALTER ROAD, IN THE TOP OF NORTHERN MOST CORNER OF RETAINING WALL
 AA9382'FOR BRIDGE OVER FOX CREEK, 26.0 FEET (7.9 M) WEST OF THE CENTER LINE
 AA9382'OF ALTER ROAD, 19.1 FEET (5.8 M) NORTH OF THE CENTER LINE OF KLENK
 AA9382'ST., 2.7 FEET (0.8 M) SOUTHWEST OF THE NORTHERN MOST CORNER OF WALL,
 AA9382'2.3 FEET (0.7 M) ABOVE THE LEVEL OF THE SIDEWALK.
 AA9382
 AA9382                          STATION RECOVERY (1995)
 AA9382
 AA9382'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9382'4049 J IS AT WINDMILL POINTE PARK, AT THE INTERSECTION OF KLENK ST.
 AA9382'AND ALTER ROAD, IN THE TOP OF NORTHERN MOST CORNER OF RETAINING WALL
 AA9382'FOR BRIDGE OVER FOX CREEK, 26.0 FEET (7.9 M) WEST OF THE CENTER LINE
 AA9382'OF ALTER ROAD, 19.1 FEET (5.8 M) NORTH OF THE CENTER LINE OF KLENK
 AA9382'ST., 2.7 FEET (0.8 M) SOUTHWEST OF THE NORTHERN MOST CORNER OF WALL,
 AA9382'2.3 FEET (0.7 M) ABOVE THE LEVEL OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9381 ***********************************************************************
 AA9381  TIDAL BM    -  This is a Tidal Bench Mark.
 AA9381  DESIGNATION -  904 4049 K
 AA9381  PID         -  AA9381
 AA9381  STATE/COUNTY-  MI/WAYNE
 AA9381  USGS QUAD   -  BELLE ISLE (1980)
 AA9381
 AA9381                         *CURRENT SURVEY CONTROL
 AA9381  ___________________________________________________________________
 AA9381* NAD 83(1986)-  42 21 34.     (N)    082 55 50.     (W)     SCALED    
 AA9381* NAVD 88     -       176.240  (meters)     578.21   (feet)  ADJUSTED  
 AA9381  ___________________________________________________________________
 AA9381  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AA9381  DYNAMIC HT  -         176.188 (meters)     578.04  (feet)  COMP
 AA9381  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 AA9381
 AA9381  VERT ORDER  -  SECOND    CLASS I
 AA9381
 AA9381.The horizontal coordinates were scaled from a topographic map and have
 AA9381.an estimated accuracy of +/- 6 seconds.
 AA9381
 AA9381.The orthometric height was determined by differential leveling
 AA9381.and adjusted by the National Geodetic Survey in October 1996..
 AA9381
 AA9381.This Tidal Bench Mark is designated as VM 12962
 AA9381.by the Center for Operational Oceanographic Products and Services.
 AA9381
 AA9381.The geoid height was determined by GEOID03.
 AA9381
 AA9381.The dynamic height is computed by dividing the NAVD 88
 AA9381.geopotential number by the normal gravity value computed on the
 AA9381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9381.degrees latitude (g = 980.6199 gals.).
 AA9381
 AA9381.The modeled gravity was interpolated from observed gravity values.
 AA9381
 AA9381;                    North         East    Units  Estimated Accuracy
 AA9381;SPC MI S     -    96,470.    4,118,300.      MT  (+/- 180 meters Scaled)
 AA9381
 AA9381                          SUPERSEDED SURVEY CONTROL
 AA9381
 AA9381.No superseded survey control is available for this station.
 AA9381
 AA9381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG410914(NAD 83)
 AA9381_MARKER: DB = BENCH MARK DISK
 AA9381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA9381_STAMPING: 4049 K 1989
 AA9381_MARK LOGO: NOS   
 AA9381_PROJECTION: RECESSED 9 CENTIMETERS
 AA9381_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9381_ROD/PIPE-DEPTH: 11.0 meters
 AA9381
 AA9381  HISTORY     - Date     Condition        Report By
 AA9381  HISTORY     - 1989     MONUMENTED       NOS
 AA9381  HISTORY     - 19941107 GOOD             NOS
 AA9381  HISTORY     - 19951107 GOOD             NOS
 AA9381
 AA9381                          STATION DESCRIPTION
 AA9381
 AA9381'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA9381'4049 K IS LOCATED AT MARINERS PARK, NEAR THE FOOT OF ALTER ROAD, NO.
 AA9381'14700 RIVERSIDE DRIVE, 157.2 FEET (47.9 M) SOUTH SOUTHEAST OF THE
 AA9381'CENTER LINE OF RIVERSIDE DRIVE, 27.2 FEET (8.3 M) EAST NORTHEAST OF A
 AA9381'LIGHT POLE, 21.3 FEET (6.5 M) WEST NORTHWEST OF A 14 INCH BEECH TREE
 AA9381'AND IS 0.3 FEET (9.1 CM) BELOW GROUND, A STAINLESS STEEL ROD DRIVEN
 AA9381'36.0 FEET (11.0 M) TO REFUSAL AND PROTECTED BY A 6 INCH DIAMETER PVC
 AA9381'PIPE WITH ALUMINUM ACCESS COVER FLUSH WITH GROUND.
 AA9381
 AA9381                          STATION RECOVERY (1995)
 AA9381
 AA9381'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA9381'4049 K IS LOCATED AT MARINERS PARK, NEAR THE FOOT OF ALTER ROAD, NO.
 AA9381'14700 RIVERSIDE DRIVE, 157.2 FEET (47.9 M) SOUTH SOUTHEAST OF THE
 AA9381'CENTER LINE OF RIVERSIDE DRIVE, 27.2 FEET (8.3 M) EAST NORTHEAST OF A
 AA9381'LIGHT POLE, 21.3 FEET (6.5 M) WEST NORTHWEST OF A 14 INCH BEECH TREE
 AA9381'AND IS 0.3 FEET (9.1 CM) BELOW GROUND, A STAINLESS STEEL ROD DRIVEN
 AA9381'36.0 FEET (11.0 M) TO REFUSAL AND PROTECTED BY A 6 INCH DIAMETER PVC
 AA9381'PIPE WITH ALUMINUM ACCESS COVER FLUSH WITH GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0132 ***********************************************************************
 NE0132  DESIGNATION -  904 4049 LAUNDRY USLS
 NE0132  PID         -  NE0132
 NE0132  STATE/COUNTY-  MI/WAYNE
 NE0132  USGS QUAD   -  BELLE ISLE (1980)
 NE0132
 NE0132                         *CURRENT SURVEY CONTROL
 NE0132  ___________________________________________________________________
 NE0132* NAD 83(1986)-  42 21 34.     (N)    082 55 41.     (W)     SCALED    
 NE0132* NAVD 88     -       176.983  (meters)     580.65   (feet)  ADJUSTED  
 NE0132  ___________________________________________________________________
 NE0132  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0132  DYNAMIC HT  -         176.931 (meters)     580.48  (feet)  COMP
 NE0132  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 NE0132
 NE0132  VERT ORDER  -  FIRST     CLASS 0
 NE0132
 NE0132.The horizontal coordinates were scaled from a topographic map and have
 NE0132.an estimated accuracy of +/- 6 seconds.
 NE0132
 NE0132.The orthometric height was determined by differential leveling
 NE0132.and adjusted by the National Geodetic Survey in June 1991..
 NE0132
 NE0132.The geoid height was determined by GEOID03.
 NE0132
 NE0132.The dynamic height is computed by dividing the NAVD 88
 NE0132.geopotential number by the normal gravity value computed on the
 NE0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0132.degrees latitude (g = 980.6199 gals.).
 NE0132
 NE0132.The modeled gravity was interpolated from observed gravity values.
 NE0132
 NE0132;                    North         East    Units  Estimated Accuracy
 NE0132;SPC MI S     -    96,480.    4,118,510.      MT  (+/- 180 meters Scaled)
 NE0132
 NE0132                          SUPERSEDED SURVEY CONTROL
 NE0132
 NE0132  NGVD 29 (??/??/??)  177.138  (m)          581.16   (f) ADJUSTED    1 0
 NE0132
 NE0132.Superseded values are not recommended for survey control.
 NE0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0132.See file dsdata.txt to determine how the superseded data were derived.
 NE0132
 NE0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412914(NAD 83)
 NE0132_MARKER: Z = SEE DESCRIPTION
 NE0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0132_SP_SET: WATER TABLE
 NE0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0132
 NE0132  HISTORY     - Date     Condition        Report By
 NE0132  HISTORY     - 1963     MONUMENTED       USLS
 NE0132  HISTORY     - 1970     GOOD             USLS
 NE0132  HISTORY     - 1980     GOOD             NGS
 NE0132  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0132
 NE0132                          STATION DESCRIPTION
 NE0132
 NE0132'DESCRIBED BY US LAKE SURVEY 1970
 NE0132'AT DETROIT.
 NE0132'LAUNDRY IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0132'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0132'ABOUT 160 FEET SOUTH OF CENTERLINE OF RIVERSIDE DRIVE, ABOUT
 NE0132'90 FEET WEST OF CENTERLINE AT FOX CREEK, AT NORTHWEST CORNER
 NE0132'OF LAUNDRY BUILDING, 1.7 FEET ABOVE THE GROUND, BEING HIGHEST
 NE0132'POINT IN A 1-INCH SQUARE CUT IN TOP OF THE MASONRY WATER TABLE.
 NE0132'NOTE-- PREV. DESIG. BM LAUNDRY 1963.
 NE0132
 NE0132                          STATION RECOVERY (1980)
 NE0132
 NE0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0132'IN DETROIT, NEAR THE FOOT OF ALTER ROAD, ON THE PROPERTY OF THE
 NE0132'U.S. PUBLIC HEALTH SERVICE HOSPITAL, AT THE NORTHWEST CORNER
 NE0132'OF THE LAUNDRY BUILDING, A ONE INCH CHISELED SQUARE IN TOP OF THE
 NE0132'MASONRY WATER TABLE, 48.7 METERS (160 FEET) SOUTHEAST OF THE CENTER OF
 NE0132'RIVERSIDE DRIVE, 4.6 METERS (15 FEET) NORTHEAST OF THE PAVED ENTRANCE
 NE0132'ROAD TO HOSPITAL.
 NE0132'THE MARK IS .5 M ABOVE PAVEMENT.
 NE0132
 NE0132                          STATION RECOVERY (1998)
 NE0132
 NE0132'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0131 ***********************************************************************
 NE0131  DESIGNATION -  904 4049 NURSE
 NE0131  PID         -  NE0131
 NE0131  STATE/COUNTY-  MI/WAYNE
 NE0131  USGS QUAD   -  BELLE ISLE (1980)
 NE0131
 NE0131                         *CURRENT SURVEY CONTROL
 NE0131  ___________________________________________________________________
 NE0131* NAD 83(1986)-  42 21 32.     (N)    082 55 40.     (W)     SCALED    
 NE0131* NAVD 88     -       175.911  (meters)     577.13   (feet)  ADJUSTED  
 NE0131  ___________________________________________________________________
 NE0131  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0131  DYNAMIC HT  -         175.860 (meters)     576.97  (feet)  COMP
 NE0131  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 NE0131
 NE0131  VERT ORDER  -  FIRST     CLASS 0
 NE0131
 NE0131.The horizontal coordinates were scaled from a topographic map and have
 NE0131.an estimated accuracy of +/- 6 seconds.
 NE0131
 NE0131.The orthometric height was determined by differential leveling
 NE0131.and adjusted by the National Geodetic Survey in June 1991..
 NE0131
 NE0131.The geoid height was determined by GEOID03.
 NE0131
 NE0131.The dynamic height is computed by dividing the NAVD 88
 NE0131.geopotential number by the normal gravity value computed on the
 NE0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0131.degrees latitude (g = 980.6199 gals.).
 NE0131
 NE0131.The modeled gravity was interpolated from observed gravity values.
 NE0131
 NE0131;                    North         East    Units  Estimated Accuracy
 NE0131;SPC MI S     -    96,420.    4,118,530.      MT  (+/- 180 meters Scaled)
 NE0131
 NE0131                          SUPERSEDED SURVEY CONTROL
 NE0131
 NE0131  NGVD 29 (??/??/??)  176.066  (m)          577.64   (f) ADJUSTED    1 0
 NE0131
 NE0131.Superseded values are not recommended for survey control.
 NE0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0131.See file dsdata.txt to determine how the superseded data were derived.
 NE0131
 NE0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG412914(NAD 83)
 NE0131_MARKER: P = PIPE CAP
 NE0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0131_PROJECTION: RECESSED 20 CENTIMETERS
 NE0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0131_ROD/PIPE-DEPTH: 16.8 meters
 NE0131
 NE0131  HISTORY     - Date     Condition        Report By
 NE0131  HISTORY     - 1970     MONUMENTED       USLS
 NE0131  HISTORY     - 1970     GOOD             USLS
 NE0131  HISTORY     - 1980     GOOD             NGS
 NE0131  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0131  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0131
 NE0131                          STATION DESCRIPTION
 NE0131
 NE0131'DESCRIBED BY US LAKE SURVEY 1970
 NE0131'AT DETROIT.
 NE0131'NURSE IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR FOOT OF ALTER ROAD,
 NE0131'ON PROPERTY OF U.S. PUBLIC HEALTH SERVICE HOSPITAL, NO. 14700
 NE0131'RIVERSIDE DRIVE, ABOUT 530 FEET NORTHEAST OF CENTERLINE OF
 NE0131'RIVERSIDE DRIVE, 95.6 FEET SOUTHEAST OF A FIRE HYDRANT, 47.9 FEET
 NE0131'SOUTHERLY OF SOUTHWEST CORNER OF AN ATTACHED GARAGE, 37.3 FEET
 NE0131'SOUTHWEST OF A 10-INCH DIAMETER ASH, 33.0 FEET NORTHEAST OF
 NE0131'METAL LAMP POST NO. 11, 7.0 FEET SOUTHWEST OF WESTERLY CORNER
 NE0131'AND IN LINE WITH NORTHWEST FACE OF NURSES QUARTERS BUILDING
 NE0131'NO. 4, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 NE0131'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 NE0131'GALVANIZED STEEL PIPE, 55 FEET LONG.  THE PIPE IS ENCASED IN A
 NE0131'1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 NE0131'DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND
 NE0131'SURFACE.  NOTE-- PREV. DESIG. BM NURSE 1970.
 NE0131
 NE0131                          STATION RECOVERY (1980)
 NE0131
 NE0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0131'IN DETROIT, NEAR THE FOOT OF ALTER ROAD, ON THE PROPERTY OF THE U.S.
 NE0131'PUBLIC HEALTH SERVICE HOSPITAL, AT THE WEST CORNER OF THE ABONDONED
 NE0131'NURSES QUARTERS (BRICK BUILDING NUMBER 4), 29 2 METERS (95.6 FEET)
 NE0131'EAST-SOUTHEAST OF A FIRE HYDRANT, 10.2 METERS (33.5 FEET) NORTH
 NE0131'LAMP POST, NO. 11 4.6 METERS (15 FEET) N.E. OF THE CENTER OF A
 NE0131'OF THE CENTER OF AN ASPHALT ROAD, 2.1 METERS (7.0 FEET) SOUTHWEST
 NE0131'THE WEST CORNER OF THE BUILDING--NOTE THIS IS A GEODETIC SURVEY OF
 NE0131'CANADA PERMANENT BENCH MARK
 NE0131'THE MARK IS .2 M BELOW GROUND.
 NE0131
 NE0131                          STATION RECOVERY (1993)
 NE0131
 NE0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0131'MARK NOT FOUND.
 NE0131
 NE0131                          STATION RECOVERY (1998)
 NE0131
 NE0131'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0138 ***********************************************************************
 NE0138  DESIGNATION -  904 4049 PING
 NE0138  PID         -  NE0138
 NE0138  STATE/COUNTY-  MI/WAYNE
 NE0138  USGS QUAD   -  BELLE ISLE (1980)
 NE0138
 NE0138                         *CURRENT SURVEY CONTROL
 NE0138  ___________________________________________________________________
 NE0138* NAD 83(1986)-  42 21 31.     (N)    082 55 43.     (W)     SCALED    
 NE0138* NAVD 88     -       176.269  (meters)     578.31   (feet)  ADJUSTED  
 NE0138  ___________________________________________________________________
 NE0138  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0138  DYNAMIC HT  -         176.217 (meters)     578.14  (feet)  COMP
 NE0138  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 NE0138
 NE0138  VERT ORDER  -  FIRST     CLASS 0
 NE0138
 NE0138.The horizontal coordinates were scaled from a topographic map and have
 NE0138.an estimated accuracy of +/- 6 seconds.
 NE0138
 NE0138.The orthometric height was determined by differential leveling
 NE0138.and adjusted by the National Geodetic Survey in June 1991..
 NE0138
 NE0138.The geoid height was determined by GEOID03.
 NE0138
 NE0138.The dynamic height is computed by dividing the NAVD 88
 NE0138.geopotential number by the normal gravity value computed on the
 NE0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0138.degrees latitude (g = 980.6199 gals.).
 NE0138
 NE0138.The modeled gravity was interpolated from observed gravity values.
 NE0138
 NE0138;                    North         East    Units  Estimated Accuracy
 NE0138;SPC MI S     -    96,380.    4,118,460.      MT  (+/- 180 meters Scaled)
 NE0138
 NE0138                          SUPERSEDED SURVEY CONTROL
 NE0138
 NE0138  NGVD 29 (??/??/??)  176.424  (m)          578.82   (f) ADJUSTED    1 0
 NE0138
 NE0138.Superseded values are not recommended for survey control.
 NE0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0138.See file dsdata.txt to determine how the superseded data were derived.
 NE0138
 NE0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG411913(NAD 83)
 NE0138_MARKER: Z = SEE DESCRIPTION
 NE0138_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0138+WITH SETTING: INTO GROUND
 NE0138_PROJECTION: RECESSED 10 CENTIMETERS
 NE0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0138+STABILITY: SURFACE MOTION
 NE0138_ROD/PIPE-DEPTH: 6.8  meters
 NE0138
 NE0138  HISTORY     - Date     Condition        Report By
 NE0138  HISTORY     - 1963     MONUMENTED       USLS
 NE0138  HISTORY     - 1970     GOOD             USLS
 NE0138  HISTORY     - 1980     GOOD             NGS
 NE0138  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0138  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0138
 NE0138                          STATION DESCRIPTION
 NE0138
 NE0138'DESCRIBED BY US LAKE SURVEY 1970
 NE0138'AT DETROIT.
 NE0138'PING IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0138'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0138'40.9 FEET SOUTHERLY OF NORTHWEST CORNER OF BRICK DWELLING 9
 NE0138'WHICH WAS FORMERLY A LIGHTHOUSE, 20.9 FEET EAST OF A NORTH-SOUTH
 NE0138'FENCE LINE, 3.0 FEET NORTHWEST OF SOUTHWEST CORNER AND 1.4 FEET
 NE0138'WEST OF WEST FACE OF THE DWELLING, 1/4-FOOT BELOW THE GROUND
 NE0138'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 NE0138'COPPER-COATED STEEL ROD, 22 FEET LONG.  NOTE-- PREV. DESIG BM
 NE0138'PING 1963.
 NE0138
 NE0138                          STATION RECOVERY (1980)
 NE0138
 NE0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0138'IN DETROIT, (AREA KNOWN AS WINDMILL POINT) NEAR THE FOOT OF ALTER
 NE0138'ROAD, ON THE PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0138'NEAR THE SOUTH CORNER OF BRICK BUILDING NUMBER 9 (A YELLOW AND GRAY
 NE0138'BUILDING, FORMERLY A LIGHT HOUSE) 12.4 METERS (40.9 FEET) SOUTHEAST
 NE0138'OF THE WEST CORNER OF THE BUILDING, 6.5 METERS (20.9 FEET) NORTHEAST
 NE0138'OF A CHAIN LINK FENCE AROUND PROPERTY, 0.9 METERS (3.0 FEET) NORTHWEST
 NE0138'OF THE SOUTH CORNER OF THE BUILDING, 0.4 METERS (1.5 FEET) SOUTHWEST
 NE0138'OF THE SOUTHWEST FACE OF THE BUILDING, NOTE A FIVE-INCH PVC PIPE
 NE0138'WITH A LOGO CAP WAS PLACED AROUND THIS MARK AT THIS TIME.
 NE0138'THE MARK IS 0.2 M BELOW GROUND.
 NE0138
 NE0138                          STATION RECOVERY (1993)
 NE0138
 NE0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0138'MARK NOT FOUND.
 NE0138
 NE0138                          STATION RECOVERY (1998)
 NE0138
 NE0138'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0130 ***********************************************************************
 NE0130  DESIGNATION -  904 4049 TENNIS
 NE0130  PID         -  NE0130
 NE0130  STATE/COUNTY-  MI/WAYNE
 NE0130  USGS QUAD   -  BELLE ISLE (1980)
 NE0130
 NE0130                         *CURRENT SURVEY CONTROL
 NE0130  ___________________________________________________________________
 NE0130* NAD 83(1986)-  42 21 30.     (N)    082 55 42.     (W)     SCALED    
 NE0130* NAVD 88     -       176.355  (meters)     578.59   (feet)  ADJUSTED  
 NE0130  ___________________________________________________________________
 NE0130  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0130  DYNAMIC HT  -         176.302 (meters)     578.42  (feet)  COMP
 NE0130  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 NE0130
 NE0130  VERT ORDER  -  FIRST     CLASS 0
 NE0130
 NE0130.The horizontal coordinates were scaled from a topographic map and have
 NE0130.an estimated accuracy of +/- 6 seconds.
 NE0130
 NE0130.The orthometric height was determined by differential leveling
 NE0130.and adjusted by the National Geodetic Survey in June 1991..
 NE0130.WARNING-Repeat measurements at this control monument indicate possible
 NE0130.vertical movement.
 NE0130
 NE0130.The geoid height was determined by GEOID03.
 NE0130
 NE0130.The dynamic height is computed by dividing the NAVD 88
 NE0130.geopotential number by the normal gravity value computed on the
 NE0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0130.degrees latitude (g = 980.6199 gals.).
 NE0130
 NE0130.The modeled gravity was interpolated from observed gravity values.
 NE0130
 NE0130;                    North         East    Units  Estimated Accuracy
 NE0130;SPC MI S     -    96,350.    4,118,480.      MT  (+/- 180 meters Scaled)
 NE0130
 NE0130                          SUPERSEDED SURVEY CONTROL
 NE0130
 NE0130  NGVD 29 (??/??/??)  176.510  (m)          579.10   (f) ADJUSTED    1 0
 NE0130
 NE0130.Superseded values are not recommended for survey control.
 NE0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0130.See file dsdata.txt to determine how the superseded data were derived.
 NE0130
 NE0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG411913(NAD 83)
 NE0130_MARKER: Z = SEE DESCRIPTION
 NE0130_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0130+WITH SETTING: INTO GROUND
 NE0130_PROJECTION: RECESSED 12 CENTIMETERS
 NE0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0130+STABILITY: SURFACE MOTION
 NE0130_ROD/PIPE-DEPTH: 1.3  meters
 NE0130
 NE0130  HISTORY     - Date     Condition        Report By
 NE0130  HISTORY     - 1963     MONUMENTED       USLS
 NE0130  HISTORY     - 1970     GOOD             USLS
 NE0130  HISTORY     - 1980     GOOD             NGS
 NE0130  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0130  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0130
 NE0130                          STATION DESCRIPTION
 NE0130
 NE0130'DESCRIBED BY US LAKE SURVEY 1970
 NE0130'AT DETROIT.
 NE0130'TENNIS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0130'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0130'AT NORTHWEST CORNER OF TENNIS COURTS, ABOUT 93 FEET SOUTH OF
 NE0130'CENTERLINE OF AN ASPHALT DRIVE, 56.6 FEET NORTHEAST OF NORTHEAST
 NE0130'CORNER OF BRICK DWELLING 8, 52.2 FEET SOUTHEAST OF UTILITY POLE
 NE0130'WHICH IS NEAR SOUTHEAST CORNER OF BRICK DWELLING 9, 1.0 FOOT
 NE0130'NORTH OF NORTHWEST CORNER OF FENCE AROUND TENNIS COURT, 1/4-FOOT
 NE0130'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0130'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 4-1/2 FEET LONG.
 NE0130'NOTE-- PREV. DESIG. BM TENNIS 1963.
 NE0130
 NE0130                          STATION RECOVERY (1980)
 NE0130
 NE0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0130'IN DETROIT, NEAR THE FOOT OF ALTER ROAD, ON THE PROPERTY OF THE
 NE0130'U.S. PUBLIC HEALTH SERVICE HOSPITAL, AT THE WEST CORNER OF A CHAIN
 NE0130'LINK FENCE AROUND A TENNIS COURT, 28.3 METERS (93 FEET) SOUTHWEST
 NE0130'OF THE CENTER OF AN ASPHALT ROAD, 17.2 METERS (56.6 FEET) NORTH-
 NE0130'NORTHEAST OF THE NORTH CORNER OF BRICK BUILDING NUMBER 8, AND 0.3
 NE0130'METER (1 FOOT) NORTHWEST OF THE WEST CORNER OF A CHAIN LINK FENCE. A 5
 NE0130'INCH PVC PIPE WITH A LOGO CAP WAS PLACED AROUN THIS MARK AT THIS TIME.
 NE0130'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0130
 NE0130                          STATION RECOVERY (1993)
 NE0130
 NE0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0130'MARK NOT FOUND.
 NE0130
 NE0130                          STATION RECOVERY (1998)
 NE0130
 NE0130'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0136 ***********************************************************************
 NE0136  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0136  DESIGNATION -  904 4049 USPHS
 NE0136  PID         -  NE0136
 NE0136  STATE/COUNTY-  MI/WAYNE
 NE0136  USGS QUAD   -  BELLE ISLE (1980)
 NE0136
 NE0136                         *CURRENT SURVEY CONTROL
 NE0136  ___________________________________________________________________
 NE0136* NAD 83(1986)-  42 21 27.     (N)    082 55 45.     (W)     SCALED    
 NE0136* NAVD 88     -       176.629  (meters)     579.49   (feet)  ADJUSTED  
 NE0136  ___________________________________________________________________
 NE0136  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0136  DYNAMIC HT  -         176.577 (meters)     579.32  (feet)  COMP
 NE0136  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 NE0136
 NE0136  VERT ORDER  -  FIRST     CLASS 0
 NE0136
 NE0136.The horizontal coordinates were scaled from a topographic map and have
 NE0136.an estimated accuracy of +/- 6 seconds.
 NE0136
 NE0136.The orthometric height was determined by differential leveling
 NE0136.and adjusted by the National Geodetic Survey in June 1991..
 NE0136.WARNING-Repeat measurements at this control monument indicate possible
 NE0136.vertical movement.
 NE0136
 NE0136.This Tidal Bench Mark is designated as VM 12961
 NE0136.by the Center for Operational Oceanographic Products and Services.
 NE0136
 NE0136.The geoid height was determined by GEOID03.
 NE0136
 NE0136.The dynamic height is computed by dividing the NAVD 88
 NE0136.geopotential number by the normal gravity value computed on the
 NE0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0136.degrees latitude (g = 980.6199 gals.).
 NE0136
 NE0136.The modeled gravity was interpolated from observed gravity values.
 NE0136
 NE0136;                    North         East    Units  Estimated Accuracy
 NE0136;SPC MI S     -    96,260.    4,118,420.      MT  (+/- 180 meters Scaled)
 NE0136
 NE0136                          SUPERSEDED SURVEY CONTROL
 NE0136
 NE0136  NGVD 29 (??/??/??)  176.785  (m)          580.00   (f) ADJUSTED    1 0
 NE0136
 NE0136.Superseded values are not recommended for survey control.
 NE0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0136.See file dsdata.txt to determine how the superseded data were derived.
 NE0136
 NE0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG411912(NAD 83)
 NE0136_MARKER: DD = SURVEY DISK
 NE0136_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0136+WITH SETTING: PAVEMENT
 NE0136_SP_SET: GAUGE HOUSE FOUNDATION
 NE0136_STAMPING: U.S.P.H.S.
 NE0136_MARK LOGO: USLS  
 NE0136_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0136
 NE0136  HISTORY     - Date     Condition        Report By
 NE0136  HISTORY     - 1963     MONUMENTED       USLS
 NE0136  HISTORY     - 1970     GOOD             USLS
 NE0136  HISTORY     - 1980     GOOD             NGS
 NE0136  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE0136  HISTORY     - 19941107 GOOD             NOS
 NE0136  HISTORY     - 19951107 GOOD             NOS
 NE0136  HISTORY     - 19981212 GOOD             USPSQD
 NE0136
 NE0136                          STATION DESCRIPTION
 NE0136
 NE0136'DESCRIBED BY US LAKE SURVEY 1970
 NE0136'AT DETROIT.
 NE0136'USPHS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0136'ROAD, ON PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0136'NEAR NORTHWEST CORNER OF CONCRETE FOUNDATION OF U.S. LAKE SURVEY
 NE0136'GAGE HOUSE, ABOUT 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST
 NE0136'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NE0136'NOTE-- PREV. DESIG. BM USPHS 1963.
 NE0136
 NE0136                          STATION RECOVERY (1980)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0136'IN DETROIT, AREA KNOWN AS WINDMILL POINT, NEAR THE FOOT OF ALTER
 NE0136'ROAD, ON THE PROPERTY OF THE U.S. PUBLIC HEALTH SERVICE HOSPITAL,
 NE0136'AT THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF A GAGE HOUSE,
 NE0136'1.5 METERS (5.0 FEET) NORTHEAST OF THE CHAIN LINK FENCE, 0.3 METERS
 NE0136'( 1.0 FOOT) SOUTHWEST OF THE SOUTHWEST EDGE OF A DOOR TO THE GAGE
 NE0136'HOUSE, AND 0.3 METERS (1.0 FOOT) NORTHEAST OF THE SOUTHWEST EDGE OF
 NE0136'CONCRETE FOUNDATION.
 NE0136'THE MARK IS 0.3 M ABOVE GROUND.
 NE0136
 NE0136                          STATION RECOVERY (1993)
 NE0136
 NE0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0136'MARK NOT FOUND.
 NE0136
 NE0136                          STATION RECOVERY (1994)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0136'USPHS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0136'ROAD, AT THE SOUTH SOUTHWEST CORNER OF MARINERS PARK, ON FORMER
 NE0136'PROPERTY OF THE U.S.  PUBLIC HEALTH SERVICE HOSPITAL, IN TOP OF THE
 NE0136'WEST CORNER OF CONCRETE FOUNDATION OF NOS GAUGE HOUSE, 1.3 FEET (0.4
 NE0136'M) SOUTHWEST OF SOUTHWEST EDGE OF GAGE HOUSE DOOR, 1.0 FEET (0.3 M)
 NE0136'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE FOUNDATION, ABOUT
 NE0136'1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NE0136'BRONZE DISC SET INTO THE CONCRETE.
 NE0136
 NE0136                          STATION RECOVERY (1995)
 NE0136
 NE0136'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0136'USPHS IS AT DETROIT, WAYNE COUNTY, MICHIGAN, NEAR THE FOOT OF ALTER
 NE0136'ROAD, AT THE SOUTH SOUTHWEST CORNER OF MARINERS PARK, ON FORMER
 NE0136'PROPERTY OF THE U.S.  PUBLIC HEALTH SERVICE HOSPITAL, IN TOP OF THE
 NE0136'WEST CORNER OF CONCRETE FOUNDATION OF NOS GAUGE HOUSE, 1.3 FEET (0.4
 NE0136'M) SOUTHWEST OF SOUTHWEST EDGE OF GAGE HOUSE DOOR, 1.0 FEET (0.3 M)
 NE0136'NORTHEAST OF THE SOUTHWEST EDGE OF THE CONCRETE FOUNDATION, ABOUT
 NE0136'1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 NE0136'BRONZE DISC SET INTO THE CONCRETE.
 NE0136
 NE0136                          STATION RECOVERY (1998)
 NE0136
 NE0136'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0466 ***********************************************************************
 OK0466  DESIGNATION -  905 MICH
 OK0466  PID         -  OK0466
 OK0466  STATE/COUNTY-  MI/NEWAYGO
 OK0466  USGS QUAD   -  BIG PRAIRIE (1985)
 OK0466
 OK0466                         *CURRENT SURVEY CONTROL
 OK0466  ___________________________________________________________________
 OK0466* NAD 83(1986)-  43 35 27.     (N)    085 43 16.     (W)     SCALED    
 OK0466* NAVD 88     -       275.596  (meters)     904.18   (feet)  ADJUSTED  
 OK0466  ___________________________________________________________________
 OK0466  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 OK0466  DYNAMIC HT  -         275.542 (meters)     904.01  (feet)  COMP
 OK0466  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OK0466
 OK0466  VERT ORDER  -  SECOND    CLASS 0
 OK0466
 OK0466.The horizontal coordinates were scaled from a topographic map and have
 OK0466.an estimated accuracy of +/- 6 seconds.
 OK0466
 OK0466.The orthometric height was determined by differential leveling
 OK0466.and adjusted by the National Geodetic Survey in June 1991..
 OK0466
 OK0466.The geoid height was determined by GEOID03.
 OK0466
 OK0466.The dynamic height is computed by dividing the NAVD 88
 OK0466.geopotential number by the normal gravity value computed on the
 OK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0466.degrees latitude (g = 980.6199 gals.).
 OK0466
 OK0466.The modeled gravity was interpolated from observed gravity values.
 OK0466
 OK0466;                    North         East    Units  Estimated Accuracy
 OK0466;SPC MI S     -   233,130.    3,890,630.      MT  (+/- 180 meters Scaled)
 OK0466
 OK0466                          SUPERSEDED SURVEY CONTROL
 OK0466
 OK0466  NGVD 29 (??/??/92)  275.704  (m)          904.54   (f) ADJ UNCH    2 0
 OK0466
 OK0466.Superseded values are not recommended for survey control.
 OK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0466.See file dsdata.txt to determine how the superseded data were derived.
 OK0466
 OK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP032272(NAD 83)
 OK0466_MARKER: P = PIPE CAP
 OK0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0466_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0466_STAMPING: 905 MICH 1916
 OK0466_MARK LOGO: USGS  
 OK0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0466
 OK0466  HISTORY     - Date     Condition        Report By
 OK0466  HISTORY     - 1916     MONUMENTED       USGS
 OK0466  HISTORY     - 1934     GOOD             NGS
 OK0466  HISTORY     - 19890328 GOOD             MIDT
 OK0466  HISTORY     - 19890328 GOOD             MIDT
 OK0466  HISTORY     - 19960527 MARK NOT FOUND   USPSQD
 OK0466
 OK0466                          STATION DESCRIPTION
 OK0466
 OK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0466'5.2 MI NE FROM WHITE CLOUD.
 OK0466'5.25 MILES NORTHEAST ALONG STATE HIGHWAY 20 FROM WHITE CLOUD,
 OK0466'NEWAYGO COUNTY,AT THE WEST SIDE OF SEC. 23, T. 14 N., R. 12 W.,
 OK0466'AT THE QUARTER-SECTION CORNER, 25 FEET NORTH OF THE EAST AND
 OK0466'WEST ROAD, AND 25 FEET EAST OF THE NORTH AND SOUTH ROAD.  A
 OK0466'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 905 MICH.
 OK0466'1916 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE.
 OK0466
 OK0466                          STATION RECOVERY (1989)
 OK0466
 OK0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (RC)
 OK0466'RECOVERED AS DESCRIBED.
 OK0466
 OK0466                          STATION RECOVERY (1989)
 OK0466
 OK0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (RC)
 OK0466'RECOVERED AS DESCRIBED.
 OK0466
 OK0466                          STATION RECOVERY (1996)
 OK0466
 OK0466'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0466'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0863 ***********************************************************************
 MC0863  DESIGNATION -  906 3087 BASIN USLS
 MC0863  PID         -  MC0863
 MC0863  STATE/COUNTY-  MI/MONROE
 MC0863  USGS QUAD   -  STONY POINT (1978)
 MC0863
 MC0863                         *CURRENT SURVEY CONTROL
 MC0863  ___________________________________________________________________
 MC0863* NAD 83(1986)-  41 53 53.     (N)    083 21 43.     (W)     SCALED    
 MC0863* NAVD 88     -       175.542  (meters)     575.92   (feet)  ADJUSTED  
 MC0863  ___________________________________________________________________
 MC0863  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0863  DYNAMIC HT  -         175.478 (meters)     575.71  (feet)  COMP
 MC0863  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 MC0863
 MC0863  VERT ORDER  -  FIRST     CLASS II
 MC0863
 MC0863.The horizontal coordinates were scaled from a topographic map and have
 MC0863.an estimated accuracy of +/- 6 seconds.
 MC0863
 MC0863.The orthometric height was determined by differential leveling
 MC0863.and adjusted by the National Geodetic Survey in June 1991..
 MC0863
 MC0863.The geoid height was determined by GEOID03.
 MC0863
 MC0863.The dynamic height is computed by dividing the NAVD 88
 MC0863.geopotential number by the normal gravity value computed on the
 MC0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0863.degrees latitude (g = 980.6199 gals.).
 MC0863
 MC0863.The modeled gravity was interpolated from observed gravity values.
 MC0863
 MC0863;                    North         East    Units  Estimated Accuracy
 MC0863;SPC MI S     -    44,710.    4,083,380.      MT  (+/- 180 meters Scaled)
 MC0863
 MC0863                          SUPERSEDED SURVEY CONTROL
 MC0863
 MC0863  NGVD 29 (??/??/92)  175.710  (m)          576.48   (f) ADJ UNCH    1 2
 MC0863
 MC0863.Superseded values are not recommended for survey control.
 MC0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0863.See file dsdata.txt to determine how the superseded data were derived.
 MC0863
 MC0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG040411(NAD 83)
 MC0863_MARKER: I = METAL ROD
 MC0863_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0863_SP_SET: COPPER-CLAD STEEL ROD
 MC0863_PROJECTION: RECESSED 3 CENTIMETERS
 MC0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0863_ROD/PIPE-DEPTH: 22   meters
 MC0863
 MC0863  HISTORY     - Date     Condition        Report By
 MC0863  HISTORY     - 1976     MONUMENTED       USLS
 MC0863  HISTORY     - 1980     GOOD             NGS
 MC0863
 MC0863                          STATION DESCRIPTION
 MC0863
 MC0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0863'IN MOMROE.
 MC0863'IN MONROE, 0.89 KILOMETER (0.55 MILE) SOUTHEAST ALONG EAST FRONT
 MC0863'STREET FROM THE OVERPASS OF I-75 OVER EAST FRONT STREET, 52.7 METERS
 MC0863'(173 FEET) NORTHWEST OF THE CROSSING OF A SPUR RAILROAD TRACK
 MC0863'TO PORT OF MONROE AND EAST FRONT STREET, 20.6 METERS (67.6 FEET)
 MC0863'NORTHEAST AND ACROSS STREET FROM A UTILITY POLE WITH A
 MC0863'TRANSFORMER, 8.6 METERS (28.3 FEET) WEST OF THE CENTER OF A 24
 MC0863'INCH SEWER MANHOLE COVER, 7.62 (25 FEET) SOUTHWEST OF AND IN LINE
 MC0863'WITH A FIRE HYDRANT AND THE FORD MOTOR COMPANY WATER TANK ACROSS
 MC0863'THE RIVER, AND 0.70 METER (2.3 FEET) NORTHEAST OF THE NORTHEAST
 MC0863'CURB OF EAST FRONT STREET AND IS THE TOP OF A 5/8 INCH COPPER
 MC0863'COATED STEEL ROD WHICH IS 1 FOOT BELOW GROUND.
 MC0863'THE MARK IS 0.3 METERS  SW FROM  WITNESS POST
 MC0863'THE MARK IS 0.3 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0865 ***********************************************************************
 MC0865  DESIGNATION -  906 3087 LSC 3 B 2
 MC0865  PID         -  MC0865
 MC0865  STATE/COUNTY-  MI/MONROE
 MC0865  USGS QUAD   -  STONY POINT (1978)
 MC0865
 MC0865                         *CURRENT SURVEY CONTROL
 MC0865  ___________________________________________________________________
 MC0865* NAD 83(1986)-  41 53 59.     (N)    083 21 20.     (W)     SCALED    
 MC0865* NAVD 88     -       176.518  (meters)     579.13   (feet)  ADJUSTED  
 MC0865  ___________________________________________________________________
 MC0865  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0865  DYNAMIC HT  -         176.454 (meters)     578.92  (feet)  COMP
 MC0865  MODELED GRAV-     980,258.1   (mgal)                       NAVD 88
 MC0865
 MC0865  VERT ORDER  -  FIRST     CLASS II
 MC0865
 MC0865.The horizontal coordinates were scaled from a topographic map and have
 MC0865.an estimated accuracy of +/- 6 seconds.
 MC0865
 MC0865.The orthometric height was determined by differential leveling
 MC0865.and adjusted by the National Geodetic Survey in June 1991..
 MC0865
 MC0865.The geoid height was determined by GEOID03.
 MC0865
 MC0865.The dynamic height is computed by dividing the NAVD 88
 MC0865.geopotential number by the normal gravity value computed on the
 MC0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0865.degrees latitude (g = 980.6199 gals.).
 MC0865
 MC0865.The modeled gravity was interpolated from observed gravity values.
 MC0865
 MC0865;                    North         East    Units  Estimated Accuracy
 MC0865;SPC MI S     -    44,910.    4,083,910.      MT  (+/- 180 meters Scaled)
 MC0865
 MC0865                          SUPERSEDED SURVEY CONTROL
 MC0865
 MC0865  NGVD 29 (??/??/92)  176.688  (m)          579.68   (f) ADJ UNCH    1 2
 MC0865
 MC0865.Superseded values are not recommended for survey control.
 MC0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0865.See file dsdata.txt to determine how the superseded data were derived.
 MC0865
 MC0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG046413(NAD 83)
 MC0865_MARKER: DD = SURVEY DISK
 MC0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0865_SP_SET: CONCRETE POST
 MC0865_STAMPING: LSC 3B2
 MC0865_PROJECTION: FLUSH
 MC0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0865+STABILITY: SURFACE MOTION
 MC0865
 MC0865  HISTORY     - Date     Condition        Report By
 MC0865  HISTORY     - 1975     MONUMENTED       NOS
 MC0865  HISTORY     - 1980     GOOD             NGS
 MC0865  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 MC0865
 MC0865                          STATION DESCRIPTION
 MC0865
 MC0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0865'IN MONROE.
 MC0865'IN MONROE, 1.13 KILOMETERS (0.7 MILE) SOUTHEAST ALONG FRONT STREET
 MC0865'FROM THE OVERPASS OF INTERSTATE 75 OVER EAST FRONT STREET, THENCE
 MC0865'0.48 KILOMETER (O.3 MILE) NORTHEAST ALONG A DIRT ROAD TO THE MONROE
 MC0865'ENVIREMENTAL RESEARCH CENTER, 9.35 METERS (31 FEET) NORTHEAST OF
 MC0865'THE NORTHEAST EDGE OF A 6-FOOT CONCRETE SIDEWALK LEADING TO THE
 MC0865'ENTRANCE OF THE BUILDING, 2.6 METERS (8.6 FEET) SOUTHEAST OF A
 MC0865'POINT WHERE THE SIDEWALK HAS A 4-INCH RISE, 1.4 METERS (4.6 FEET)
 MC0865'SOUTHWEST OF THE FIRST WINDOW OF FOUR SOUTHEAST OF THE BUILDING
 MC0865'ENTRANCE AND 2.7 FEET FROM EITHER SIDE OF THE WINDOW.
 MC0865'THE MARK IS ABOVE LEVEL WITH GROUND.
 MC0865
 MC0865                          STATION RECOVERY (1987)
 MC0865
 MC0865'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0329 ***********************************************************************
 MC0329  DESIGNATION -  906 3087 PORT USLS
 MC0329  PID         -  MC0329
 MC0329  STATE/COUNTY-  MI/MONROE
 MC0329  USGS QUAD   -  STONY POINT (1978)
 MC0329
 MC0329                         *CURRENT SURVEY CONTROL
 MC0329  ___________________________________________________________________
 MC0329* NAD 83(1986)-  41 53 53.     (N)    083 21 35.     (W)     SCALED    
 MC0329* NAVD 88     -       176.074  (meters)     577.67   (feet)  ADJUSTED  
 MC0329  ___________________________________________________________________
 MC0329  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0329  DYNAMIC HT  -         176.011 (meters)     577.46  (feet)  COMP
 MC0329  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 MC0329
 MC0329  VERT ORDER  -  FIRST     CLASS I
 MC0329
 MC0329.The horizontal coordinates were scaled from a topographic map and have
 MC0329.an estimated accuracy of +/- 6 seconds.
 MC0329
 MC0329.The orthometric height was determined by differential leveling
 MC0329.and adjusted by the National Geodetic Survey in June 1991..
 MC0329.WARNING-Repeat measurements at this control monument indicate possible
 MC0329.vertical movement.
 MC0329
 MC0329.The geoid height was determined by GEOID03.
 MC0329
 MC0329.The dynamic height is computed by dividing the NAVD 88
 MC0329.geopotential number by the normal gravity value computed on the
 MC0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0329.degrees latitude (g = 980.6199 gals.).
 MC0329
 MC0329.The modeled gravity was interpolated from observed gravity values.
 MC0329
 MC0329;                    North         East    Units  Estimated Accuracy
 MC0329;SPC MI S     -    44,720.    4,083,560.      MT  (+/- 180 meters Scaled)
 MC0329
 MC0329                          SUPERSEDED SURVEY CONTROL
 MC0329
 MC0329  NGVD 29 (??/??/92)  176.243  (m)          578.22   (f) ADJ UNCH    1 1
 MC0329
 MC0329.Superseded values are not recommended for survey control.
 MC0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0329.See file dsdata.txt to determine how the superseded data were derived.
 MC0329
 MC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG042411(NAD 83)
 MC0329_MARKER: Z = SEE DESCRIPTION
 MC0329_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0329_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MC0329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0329
 MC0329  HISTORY     - Date     Condition        Report By
 MC0329  HISTORY     - UNK      MONUMENTED       USLS
 MC0329  HISTORY     - 1968     GOOD             NGS
 MC0329  HISTORY     - 1969     GOOD             USLS
 MC0329  HISTORY     - 1980     GOOD             NGS
 MC0329
 MC0329                          STATION DESCRIPTION
 MC0329
 MC0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0329'AT MONROE.
 MC0329'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0329'FROM THE INTERSECTION OF WINCHESTER STREET, THENCE 0.1 MILE
 MC0329'NORTHEAST ALONG A BLACK TOP DRIVEWAY, AT THE PORT OF MONROE, 84.5
 MC0329'FEET SOUTHWEST OF THE WEST CORNER OF THE RENAULT WAREHOUSE AND
 MC0329'PORT OFFICE BLDG, 24 FEET SOUTH OF A TURN IN THE WALL OF THE DOCK,
 MC0329'27 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY, 6.3 FEET
 MC0329'SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK ON THE DOCK, 8 FEET
 MC0329'SOUTHWEST OF A 4 INCH METAL PIPE WHICH IS PAINTED YELLOW, ABOUT
 MC0329'LEVEL WITH THE DRIVE, AND IS A STAINLESS STEEL PLUG ON THE TOP
 MC0329'OF AN IRON PIPE 0.5 FOOT UNDERGROUND IN A 6-INCH CONCRETE TILE
 MC0329'WITH A COVER 2 INCHES UNDERGROUND.
 MC0329
 MC0329                          STATION RECOVERY (1969)
 MC0329
 MC0329'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0329'IS AT MONROE, MONROE COUNTY, MICHIGAN, ON THE SOUTHERLY SIDE OF THE
 MC0329'RAISIN RIVER, AT THE MONROE HARBOR TERMINAL, 0.6 MILES SOUTHEAST OF
 MC0329'INTERSECTION OF E. FRONT STREET AND I-75 OVER PASS, 112.6 FEET WEST OF
 MC0329'SOUTH CORNER, 84.5 FEET SOUTHWEST OF WEST CORNER AND IN LINE WITH
 MC0329'NORTHWEST FACE OF TERMINAL BLDG., 74.4 FEET NORTHWEST OF A FIRE
 MC0329'HYDRANT, 24.1 FEET SOUTHEAST OF ANGLE IN DOCK, 7.9 FEET SOUTHWEST OF
 MC0329'STEEL POST, 6.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK RUNNING
 MC0329'ALONG THE DOCK, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 MC0329'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 MC0329'GALVANIZED STEEL PIPE, 22 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 MC0329'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER
 MC0329'CONCRETE PIPE WITH COVER JUST BELOW THE GROUND SURFACE.
 MC0329
 MC0329                          STATION RECOVERY (1980)
 MC0329
 MC0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0329'NOTE, THE ROD HAS BEEN BENT BY TRAFFIC RUNNING OVER THE ACCESS
 MC0329'COVER, IF MARK COULD BE STRIGHTEN IT WOULD PROBABLY BE BENT AGAIN
 MC0329'IT IS SUGGESTED THAT ELEVATIONS BE RAN TO THE BOLT ON TOP OF THE
 MC0329'ROD ON THE EDGE OF BOLT AND CALL THE POINT A NEW MARK (RESET 1980).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0331 ***********************************************************************
 MC0331  DESIGNATION -  906 3087 REAR RANGE USLS
 MC0331  PID         -  MC0331
 MC0331  STATE/COUNTY-  MI/MONROE
 MC0331  USGS QUAD   -  STONY POINT (1978)
 MC0331
 MC0331                         *CURRENT SURVEY CONTROL
 MC0331  ___________________________________________________________________
 MC0331* NAD 83(1986)-  41 53 56.     (N)    083 21 31.     (W)     SCALED    
 MC0331* NAVD 88     -       176.470  (meters)     578.97   (feet)  ADJUSTED  
 MC0331  ___________________________________________________________________
 MC0331  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0331  DYNAMIC HT  -         176.406 (meters)     578.76  (feet)  COMP
 MC0331  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 MC0331
 MC0331  VERT ORDER  -  FIRST     CLASS I
 MC0331
 MC0331.The horizontal coordinates were scaled from a topographic map and have
 MC0331.an estimated accuracy of +/- 6 seconds.
 MC0331
 MC0331.The orthometric height was determined by differential leveling
 MC0331.and adjusted by the National Geodetic Survey in June 1991..
 MC0331.WARNING-Repeat measurements at this control monument indicate possible
 MC0331.vertical movement.
 MC0331
 MC0331.The geoid height was determined by GEOID03.
 MC0331
 MC0331.The dynamic height is computed by dividing the NAVD 88
 MC0331.geopotential number by the normal gravity value computed on the
 MC0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0331.degrees latitude (g = 980.6199 gals.).
 MC0331
 MC0331.The modeled gravity was interpolated from observed gravity values.
 MC0331
 MC0331;                    North         East    Units  Estimated Accuracy
 MC0331;SPC MI S     -    44,810.    4,083,650.      MT  (+/- 180 meters Scaled)
 MC0331
 MC0331                          SUPERSEDED SURVEY CONTROL
 MC0331
 MC0331  NGVD 29 (??/??/92)  176.640  (m)          579.53   (f) ADJ UNCH    1 1
 MC0331
 MC0331.Superseded values are not recommended for survey control.
 MC0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0331.See file dsdata.txt to determine how the superseded data were derived.
 MC0331
 MC0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG043412(NAD 83)
 MC0331_MARKER: DD = SURVEY DISK
 MC0331_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0331_SP_SET: CONCRETE FLOOR
 MC0331_STAMPING: USED LT
 MC0331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0331
 MC0331  HISTORY     - Date     Condition        Report By
 MC0331  HISTORY     - UNK      MONUMENTED       USLS
 MC0331  HISTORY     - 1968     GOOD             NGS
 MC0331  HISTORY     - 1969     GOOD             USLS
 MC0331  HISTORY     - 1980     GOOD             NGS
 MC0331
 MC0331                          STATION DESCRIPTION
 MC0331
 MC0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0331'AT MONROE.
 MC0331'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0331'FROM THE INTERSECTION OF WINCHESTER STREET, THENCE 0.1 MILE
 MC0331'NORTHEAST ALONG A BLACK TOP DRIVE, AT THE PORT OF MONROE, 170.6
 MC0331'FEET NORTHEAST OF THE NORTH CORNER OF THE RENAULT WAREHOUSE AND
 MC0331'PORT OFFICE BLDG, SET IN THE TOP AND DIRECTLY IN THE CENTER OF A
 MC0331'CONCRETE FLOOR FOR AN OLD RANGE LIGHT WHICH IS 15 FEET SQUARE
 MC0331'AND FLUSH WITH THE GROUND, 26 FEET SOUTHEAST OF THE NORTHWEST
 MC0331'FACE OF THE DOCK AND LEVEL WITH THE DOCK.
 MC0331
 MC0331                          STATION RECOVERY (1969)
 MC0331
 MC0331'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0331'IS IN MONROE COUNTY, MICHIGAN, ON SOUTHERLY SIDE OF THE RIVER RAISIN,
 MC0331'ABOUT 1-1/2 MILES ABOVE ITS MOUTH, IN CENTER OF THE OLD REAR RANGE
 MC0331'LIGHT FOUNDATION, 170.3 FEET NORTHEAST OF NORTHEAST END OF MONROE
 MC0331'TERMINAL WAREHOUSE, 25.7 FEET SOUTHEAST OF DOCK FACE, BEING HIGHEST
 MC0331'POINT ON CIRCUMFERENCE OF SMALL HOLE IN CENTER OF 1-1/2-INCH BRASS
 MC0331'PLATE SET IN THE CONCRETE BASE.
 MC0331
 MC0331                          STATION RECOVERY (1980)
 MC0331
 MC0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0330 ***********************************************************************
 MC0330  DESIGNATION -  906 3087 TERMINAL USLS
 MC0330  PID         -  MC0330
 MC0330  STATE/COUNTY-  MI/MONROE
 MC0330  USGS QUAD   -  STONY POINT (1978)
 MC0330
 MC0330                         *CURRENT SURVEY CONTROL
 MC0330  ___________________________________________________________________
 MC0330* NAD 83(1986)-  41 53 53.     (N)    083 21 35.     (W)     SCALED    
 MC0330* NAVD 88     -       176.164  (meters)     577.96   (feet)  ADJUSTED  
 MC0330  ___________________________________________________________________
 MC0330  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0330  DYNAMIC HT  -         176.100 (meters)     577.75  (feet)  COMP
 MC0330  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 MC0330
 MC0330  VERT ORDER  -  FIRST     CLASS I
 MC0330
 MC0330.The horizontal coordinates were scaled from a topographic map and have
 MC0330.an estimated accuracy of +/- 6 seconds.
 MC0330
 MC0330.The orthometric height was determined by differential leveling
 MC0330.and adjusted by the National Geodetic Survey in June 1991..
 MC0330.WARNING-Repeat measurements at this control monument indicate possible
 MC0330.vertical movement.
 MC0330
 MC0330.The geoid height was determined by GEOID03.
 MC0330
 MC0330.The dynamic height is computed by dividing the NAVD 88
 MC0330.geopotential number by the normal gravity value computed on the
 MC0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0330.degrees latitude (g = 980.6199 gals.).
 MC0330
 MC0330.The modeled gravity was interpolated from observed gravity values.
 MC0330
 MC0330;                    North         East    Units  Estimated Accuracy
 MC0330;SPC MI S     -    44,720.    4,083,560.      MT  (+/- 180 meters Scaled)
 MC0330
 MC0330                          SUPERSEDED SURVEY CONTROL
 MC0330
 MC0330  NGVD 29 (??/??/92)  176.333  (m)          578.52   (f) ADJ UNCH    1 1
 MC0330
 MC0330.Superseded values are not recommended for survey control.
 MC0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0330.See file dsdata.txt to determine how the superseded data were derived.
 MC0330
 MC0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG042411(NAD 83)
 MC0330_MARKER: Z = SEE DESCRIPTION
 MC0330_SETTING: 0 = UNSPECIFIED SETTING
 MC0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0330
 MC0330  HISTORY     - Date     Condition        Report By
 MC0330  HISTORY     - UNK      MONUMENTED       USLS
 MC0330  HISTORY     - 1968     GOOD             NGS
 MC0330  HISTORY     - 1969     GOOD             USLS
 MC0330  HISTORY     - 1980     GOOD             NGS
 MC0330
 MC0330                          STATION DESCRIPTION
 MC0330
 MC0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0330'AT MONROE.
 MC0330'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0330'FROM THE INTERSECTION OF WINCHESTER STREET, THENCE 0.1 MILE
 MC0330'NORTHEAST ALONG A BLACK TOP DRIVEWAY, AT THE PORT OF MONROE, 75.6
 MC0330'FEET SOUTHWEST OF THE WEST CORNER OF THE RENAULT WAREHOUSE AND
 MC0330'PORT OFFICE BUILDING, 27 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 MC0330'THE DRIVE, 9 FEET NORTHEAST OF BM PORT (USLS) DESCRIBED, 5.8 FEET
 MC0330'SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK ON THE DOCK, 1.3 FEET
 MC0330'NORTH OF A 4-INCH METAL PIPE PAINTED YELLOW, IN LINE WITH THE
 MC0330'NORTHWEST SIDE OF THE WAREHOUSE, AND IS THE TOP OF AN IRON BAR
 MC0330'4 INCHES BELOW THE LEVEL OF THE GROUND.
 MC0330
 MC0330                          STATION RECOVERY (1969)
 MC0330
 MC0330'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0330'IS IN MONROE COUNTY, MICHIGAN, ON SOUTHERLY SIDE OF THE RIVER RAISIN,
 MC0330'ABOUT 1-1/2 MILES ABOVE ITS MOUTH, NEAR SOUTHERLY ANGLE IN THE
 MC0330'MUNICIPAL DOCK, IN LINE WITH NORTHWEST FACE OF THE MONROE HARBOR
 MC0330'TERMINAL WAREHOUSE, 106.4 FEET FROM SOUTH CORNER OF THE WAREHOUSE,
 MC0330'75.5 FEET FROM WEST CORNER OF THE WAREHOUSE, 18.1 FEET FROM ANGLE IN
 MC0330'DOCK FACE WEST OF THE WAREHOUSE, 1.2 FEET NORTHWEST OF A WITNESS POST,
 MC0330'ABOUT 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 MC0330'A 1-INCH DIAMETER IRON BAR, FIVE FEET LONG.
 MC0330
 MC0330                          STATION RECOVERY (1980)
 MC0330
 MC0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0874 ***********************************************************************
 MC0874  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0874  DESIGNATION -  906 3090 ATOMIC
 MC0874  PID         -  MC0874
 MC0874  STATE/COUNTY-  MI/MONROE
 MC0874  USGS QUAD   -  STONY POINT (1978)
 MC0874
 MC0874                         *CURRENT SURVEY CONTROL
 MC0874  ___________________________________________________________________
 MC0874* NAD 83(1986)-  41 57 35.     (N)    083 15 25.     (W)     SCALED    
 MC0874* NAVD 88     -       178.013  (meters)     584.03   (feet)  ADJUSTED  
 MC0874  ___________________________________________________________________
 MC0874  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0874  DYNAMIC HT  -         177.950 (meters)     583.82  (feet)  COMP
 MC0874  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 MC0874
 MC0874  VERT ORDER  -  FIRST     CLASS 0
 MC0874
 MC0874.The horizontal coordinates were scaled from a topographic map and have
 MC0874.an estimated accuracy of +/- 6 seconds.
 MC0874
 MC0874.The orthometric height was determined by differential leveling
 MC0874.and adjusted by the National Geodetic Survey in June 1991..
 MC0874
 MC0874.This Tidal Bench Mark is designated as VM 12852
 MC0874.by the Center for Operational Oceanographic Products and Services.
 MC0874
 MC0874.The geoid height was determined by GEOID03.
 MC0874
 MC0874.The dynamic height is computed by dividing the NAVD 88
 MC0874.geopotential number by the normal gravity value computed on the
 MC0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0874.degrees latitude (g = 980.6199 gals.).
 MC0874
 MC0874.The modeled gravity was interpolated from observed gravity values.
 MC0874
 MC0874;                    North         East    Units  Estimated Accuracy
 MC0874;SPC MI S     -    51,670.    4,092,000.      MT  (+/- 180 meters Scaled)
 MC0874
 MC0874                          SUPERSEDED SURVEY CONTROL
 MC0874
 MC0874  NGVD 29 (??/??/92)  178.184  (m)          584.59   (f) ADJ UNCH    1 0
 MC0874
 MC0874.Superseded values are not recommended for survey control.
 MC0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0874.See file dsdata.txt to determine how the superseded data were derived.
 MC0874
 MC0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG129477(NAD 83)
 MC0874_MARKER: DD = SURVEY DISK
 MC0874_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0874_SP_SET: BUILDING WALL
 MC0874_STAMPING: ATOMIC 1961
 MC0874_MARK LOGO: USE   
 MC0874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0874+STABILITY: SURFACE MOTION
 MC0874
 MC0874  HISTORY     - Date     Condition        Report By
 MC0874  HISTORY     - 1961     MONUMENTED       USE
 MC0874  HISTORY     - 1969     GOOD             USLS
 MC0874  HISTORY     - 19940720 GOOD             NOS
 MC0874
 MC0874                          STATION DESCRIPTION
 MC0874
 MC0874'DESCRIBED BY US LAKE SURVEY 1969
 MC0874'IN MONROE.
 MC0874'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES NORTH OF MONROE,
 MC0874'AT THE ENRICO FERMI ATOMIC POWER PLANT, AT THE NORTHEAST CORNER AND ON
 MC0874'THE EAST FACE OF THE PLANT SERVICE BUILDING, 2.1 FEET FROM THE
 MC0874'NORTHEAST CORNER, 2.5 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 MC0874'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE WALL.
 MC0874
 MC0874                          STATION RECOVERY (1994)
 MC0874
 MC0874'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0872 ***********************************************************************
 MC0872  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0872  DESIGNATION -  906 3090 E
 MC0872  PID         -  MC0872
 MC0872  STATE/COUNTY-  MI/MONROE
 MC0872  USGS QUAD   -  STONY POINT (1978)
 MC0872
 MC0872                         *CURRENT SURVEY CONTROL
 MC0872  ___________________________________________________________________
 MC0872* NAD 83(1986)-  41 57 35.     (N)    083 15 26.     (W)     SCALED    
 MC0872* NAVD 88     -       177.196  (meters)     581.35   (feet)  ADJUSTED  
 MC0872  ___________________________________________________________________
 MC0872  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0872  DYNAMIC HT  -         177.133 (meters)     581.14  (feet)  COMP
 MC0872  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 MC0872
 MC0872  VERT ORDER  -  FIRST     CLASS II
 MC0872
 MC0872.The horizontal coordinates were scaled from a topographic map and have
 MC0872.an estimated accuracy of +/- 6 seconds.
 MC0872
 MC0872.The orthometric height was determined by differential leveling
 MC0872.and adjusted by the National Geodetic Survey in June 1991..
 MC0872
 MC0872.This Tidal Bench Mark is designated as VM 12853
 MC0872.by the Center for Operational Oceanographic Products and Services.
 MC0872
 MC0872.The geoid height was determined by GEOID03.
 MC0872
 MC0872.The dynamic height is computed by dividing the NAVD 88
 MC0872.geopotential number by the normal gravity value computed on the
 MC0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0872.degrees latitude (g = 980.6199 gals.).
 MC0872
 MC0872.The modeled gravity was interpolated from observed gravity values.
 MC0872
 MC0872;                    North         East    Units  Estimated Accuracy
 MC0872;SPC MI S     -    51,670.    4,091,980.      MT  (+/- 180 meters Scaled)
 MC0872
 MC0872                          SUPERSEDED SURVEY CONTROL
 MC0872
 MC0872  NGVD 29 (??/??/92)  177.367  (m)          581.91   (f) ADJ UNCH    1 2
 MC0872
 MC0872.Superseded values are not recommended for survey control.
 MC0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0872.See file dsdata.txt to determine how the superseded data were derived.
 MC0872
 MC0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG129477(NAD 83)
 MC0872_MARKER: DJ = TIDAL STATION DISK
 MC0872_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 MC0872_SP_SET: FOUNDATION ON ROCK
 MC0872_STAMPING: 3090 E 1977
 MC0872_MARK LOGO: NOS   
 MC0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0872+STABILITY: POSITION/ELEVATION WELL
 MC0872
 MC0872  HISTORY     - Date     Condition        Report By
 MC0872  HISTORY     - 1977     MONUMENTED       NOS
 MC0872  HISTORY     - 1980     GOOD             NGS
 MC0872  HISTORY     - 19940720 GOOD             NOS
 MC0872
 MC0872                          STATION DESCRIPTION
 MC0872
 MC0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0872'6.07 KM SOUTH FROM OLDPORT.
 MC0872'2.83 KILOMETERS (1.75 MILES) SOUTH ALONG DIXIE HIGHWAY FROM THE
 MC0872'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, THENCE 3.24 KILOMETERS
 MC0872'(2.0 MILES) SOUTHEAST ALONG A PRIVATE PAVED ROAD TO THE ENRICO
 MC0872'FERMI ATOMIC POWER PLANT, SET HORIZONTALLY IN THE FOUNDATION
 MC0872'OF THE BOILER BUILDING, 41.330 METERS (135.6 FEET) NORTHWEST OF
 MC0872'A FIRE HYDRANT NEAR THE FENCE WHICH SURROUNDS THE HIGH VOLTAGE
 MC0872'TRANSFORMERS, 13.258 METERS (43.5 FEET) NORTH OF A 7-FOOT FENCE
 MC0872'SURROUNDING THE HIGH VOLTAGE LINES, 2.468 METERS (8.1 FEET)
 MC0872'NORTHEAST OF THE CENTER OF A MANHOLE COVER LOCATED ON THE SOUTH
 MC0872'SIDE OF THE BOILER HOUSE, AND 0.243 METERS (0.8 FOOT) EAST OF THE
 MC0872'SOUTHEAST CORNER OF MAIN PART OF BUILDING, NOTE, BUILDING SETS
 MC0872'ON ROCK.
 MC0872'THE MARK IS ABOVE LEVEL WITH ROAD.
 MC0872
 MC0872                          STATION RECOVERY (1994)
 MC0872
 MC0872'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0872'2.83 KILOMETERS (1.75 MI) SOUTH ALONG DIXIE HIGHWAY FROM THE ST.
 MC0872'CHARLES CATHOLIC CHURCH IN OLDPORT, THENCE 3.24 KILOMETERS (2.00 MI)
 MC0872'SOUTHEAST ALONG A PRIVATE PAVED ROAD TO THE ENRICO FERMI ATOMIC POWER
 MC0872'PLANT, SET HORIZONTALLY IN THE FOUNDATION OF THE BOILER BUILDING,
 MC0872'41.330 METERS (135.597 FT) NORTHWEST OF A FIRE HYDRANT NEAR THE FENCE
 MC0872'WHICH SURROUNDS THE HIGH VOLTAGE TRANSFORMERS, 13.258 METERS (43.497
 MC0872'FT) NORTH OF A 7-FOOT FENCE SURROUNDING THE HIGH VOLTAGE LINES, 2.468
 MC0872'METERS (8.097 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER LOCATED
 MC0872'ON THE SOUTH SIDE OF THE BOILER HOUSE, AND 0.243 METERS (0.797 FT)
 MC0872'EAST OF THE SOUTHEAST CORNER OF MAIN PART OF BUILDING, NOTE--BUILDING
 MC0872'SETS ON ROCK.  POINT IS THE TOP OF A STAINLESS STEEL PLUG ATTACHED TO
 MC0872'THE TOP OF A 3/8 INCH GALVANIZED STEEL PIPE 13.1 M (43.0 FT) LONG.
 MC0872'THE PIPE IS ENCLOSED IN A 1-INCH DIAMETER STEEL PIPE AND IS PROTECTED
 MC0872'BY A 6-INCH DIAMETER CONCRETE PIPE WITH 6-INCH CONCRETE COVER RECESSED
 MC0872'0.4 M (1.3 FT) BELOW THE GROUND SURFACE. ACCESS TO THE DATUM POINT IS
 MC0872'THROUGH A 6-INCH CONCRETE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0871 ***********************************************************************
 MC0871  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0871  DESIGNATION -  906 3090 EXHIBITS
 MC0871  PID         -  MC0871
 MC0871  STATE/COUNTY-  MI/MONROE
 MC0871  USGS QUAD   -  STONY POINT (1978)
 MC0871
 MC0871                         *CURRENT SURVEY CONTROL
 MC0871  ___________________________________________________________________
 MC0871* NAD 83(1986)-  41 57 33.     (N)    083 15 30.     (W)     SCALED    
 MC0871* NAVD 88     -       177.453  (meters)     582.19   (feet)  ADJUSTED  
 MC0871  ___________________________________________________________________
 MC0871  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0871  DYNAMIC HT  -         177.390 (meters)     581.99  (feet)  COMP
 MC0871  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 MC0871
 MC0871  VERT ORDER  -  FIRST     CLASS 0
 MC0871
 MC0871.The horizontal coordinates were scaled from a topographic map and have
 MC0871.an estimated accuracy of +/- 6 seconds.
 MC0871
 MC0871.The orthometric height was determined by differential leveling
 MC0871.and adjusted by the National Geodetic Survey in June 1991..
 MC0871.WARNING-Repeat measurements at this control monument indicate possible
 MC0871.vertical movement.
 MC0871
 MC0871.This Tidal Bench Mark is designated as VM 12854
 MC0871.by the Center for Operational Oceanographic Products and Services.
 MC0871
 MC0871.The geoid height was determined by GEOID03.
 MC0871
 MC0871.The dynamic height is computed by dividing the NAVD 88
 MC0871.geopotential number by the normal gravity value computed on the
 MC0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0871.degrees latitude (g = 980.6199 gals.).
 MC0871
 MC0871.The modeled gravity was interpolated from observed gravity values.
 MC0871
 MC0871;                    North         East    Units  Estimated Accuracy
 MC0871;SPC MI S     -    51,610.    4,091,890.      MT  (+/- 180 meters Scaled)
 MC0871
 MC0871                          SUPERSEDED SURVEY CONTROL
 MC0871
 MC0871  NGVD 29 (??/??/92)  177.624  (m)          582.75   (f) ADJ UNCH    1 0
 MC0871
 MC0871.Superseded values are not recommended for survey control.
 MC0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0871.See file dsdata.txt to determine how the superseded data were derived.
 MC0871
 MC0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG128477(NAD 83)
 MC0871_MARKER: I = METAL ROD
 MC0871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 MC0871_STAMPING: EXHIBITS 1961
 MC0871_MARK LOGO: NONE  
 MC0871_PROJECTION: RECESSED 15 CENTIMETERS
 MC0871_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0871_ROD/PIPE-DEPTH: 2.44 meters
 MC0871
 MC0871  HISTORY     - Date     Condition        Report By
 MC0871  HISTORY     - 1961     MONUMENTED       USLS
 MC0871  HISTORY     - 1969     GOOD             USLS
 MC0871  HISTORY     - 19940720 GOOD             NOS
 MC0871
 MC0871                          STATION DESCRIPTION
 MC0871
 MC0871'DESCRIBED BY US LAKE SURVEY 1969
 MC0871'IN MONROE.
 MC0871'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES NORTH OF MONROE,
 MC0871'AT THE ENRICO FERMI ATOMIC POWER PLANT, AT THE NORTHEAST CORNER OF THE
 MC0871'EXHIBITS BUILDING, ON LINE WITH THE NORTH FACE AND 2.7 FEET EAST OF
 MC0871'THE NORTHEAST CORNER OF THE BUILDING, 1/2-FOOT BELOW THE GROUND
 MC0871'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 MC0871'COPPER-COATED STEEL ROD, 8 FEET LONG.
 MC0871
 MC0871                          STATION RECOVERY (1994)
 MC0871
 MC0871'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB6931 ***********************************************************************
 AB6931  TIDAL BM    -  This is a Tidal Bench Mark.
 AB6931  DESIGNATION -  906 3090 F
 AB6931  PID         -  AB6931
 AB6931  STATE/COUNTY-  MI/MONROE
 AB6931  USGS QUAD   -  STONY POINT (1978)
 AB6931
 AB6931                         *CURRENT SURVEY CONTROL
 AB6931  ___________________________________________________________________
 AB6931* NAD 83(1986)-  41 57 35.     (N)    083 15 30.     (W)     SCALED    
 AB6931* NAVD 88     -       177.654  (meters)     582.85   (feet)  ADJUSTED  
 AB6931  ___________________________________________________________________
 AB6931  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 AB6931  DYNAMIC HT  -         177.591 (meters)     582.65  (feet)  COMP
 AB6931  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 AB6931
 AB6931  VERT ORDER  -  SECOND    CLASS I
 AB6931
 AB6931.The horizontal coordinates were scaled from a topographic map and have
 AB6931.an estimated accuracy of +/- 6 seconds.
 AB6931
 AB6931.The orthometric height was determined by differential leveling
 AB6931.and adjusted by the National Geodetic Survey in January 1997..
 AB6931
 AB6931.This Tidal Bench Mark is designated as VM 12855
 AB6931.by the Center for Operational Oceanographic Products and Services.
 AB6931
 AB6931.The geoid height was determined by GEOID03.
 AB6931
 AB6931.The dynamic height is computed by dividing the NAVD 88
 AB6931.geopotential number by the normal gravity value computed on the
 AB6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB6931.degrees latitude (g = 980.6199 gals.).
 AB6931
 AB6931.The modeled gravity was interpolated from observed gravity values.
 AB6931
 AB6931;                    North         East    Units  Estimated Accuracy
 AB6931;SPC MI S     -    51,670.    4,091,890.      MT  (+/- 180 meters Scaled)
 AB6931
 AB6931                          SUPERSEDED SURVEY CONTROL
 AB6931
 AB6931.No superseded survey control is available for this station.
 AB6931
 AB6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG128477(NAD 83)
 AB6931_MARKER: DB = BENCH MARK DISK
 AB6931_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB6931+WITH SETTING: PAVEMENT
 AB6931_SP_SET: HOUSING PUMP FOUNDATION
 AB6931_STAMPING: 3090 F 1983
 AB6931_MARK LOGO: NOS   
 AB6931_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB6931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB6931+STABILITY: SURFACE MOTION
 AB6931
 AB6931  HISTORY     - Date     Condition        Report By
 AB6931  HISTORY     - 1983     MONUMENTED       NOS
 AB6931  HISTORY     - 19940720 GOOD             NOS
 AB6931
 AB6931                          STATION DESCRIPTION
 AB6931
 AB6931'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (KLD)
 AB6931'AT THE ENRICO FERMI ATOMIC POWER PLANT, APPROXIMATELY 7 MILES (11.3
 AB6931'KM) NORTH OF THE CITY OF MONROE, 75.3 FEET (23.0 M) WEST OF THE WEST
 AB6931'FACE OF THE TURBINE BUILDING, 48.7 FEET (14.8 M) SOUTH OF SOUTHWEST
 AB6931'CORNER OF FERMI 1 OFFICE BUILDING, 34.2 FEET (10.4 M) SOUTHEAST OF
 AB6931'CENTER OF FLAGPOLE, BEING HIGHEST POINT ON A BRONZE DISK SET FLUSH IN
 AB6931'SOUTHWEST CORNER OF CONCRETE FOUNDATION HOUSING PUMPS FOR OILY WASTE
 AB6931'PUMP PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9238 ***********************************************************************
 AH9238  TIDAL BM    -  This is a Tidal Bench Mark.
 AH9238  DESIGNATION -  906 3090 G
 AH9238  PID         -  AH9238
 AH9238  STATE/COUNTY-  MI/MONROE
 AH9238  USGS QUAD   -  STONY POINT (1978)
 AH9238
 AH9238                         *CURRENT SURVEY CONTROL
 AH9238  ___________________________________________________________________
 AH9238* NAD 83(1997)-  41 57 32.59630(N)    083 15 39.59097(W)     ADJUSTED  
 AH9238* NAVD 88     -       176.5    (meters)     579.     (feet)  GPS OBS   
 AH9238  ___________________________________________________________________
 AH9238  X           -     557,414.354 (meters)                     COMP
 AH9238  Y           -  -4,717,327.239 (meters)                     COMP
 AH9238  Z           -   4,242,317.457 (meters)                     COMP
 AH9238  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AH9238  ELLIP HEIGHT-         141.31  (meters)          (07/12/02) GPS OBS
 AH9238  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 AH9238
 AH9238  HORZ ORDER  -  A
 AH9238  ELLP ORDER  -  THIRD     CLASS II
 AH9238
 AH9238.The horizontal coordinates were established by GPS observations
 AH9238.and adjusted by the National Geodetic Survey in May 1999..
 AH9238
 AH9238.The orthometric height was determined by GPS observations and a
 AH9238.high-resolution geoid model.
 AH9238
 AH9238.This Tidal Bench Mark is designated as VM 17067
 AH9238.by the Center for Operational Oceanographic Products and Services.
 AH9238
 AH9238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9238
 AH9238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9238
 AH9238.The ellipsoidal height was determined by GPS observations
 AH9238.and is referenced to NAD 83.
 AH9238
 AH9238.The geoid height was determined by GEOID03.
 AH9238
 AH9238;                    North         East     Units Scale Factor Converg.
 AH9238;SPC MI S     -    51,593.843 4,091,664.932   MT  1.00003635   +0 45 08.8
 AH9238;SPC MI S     -   169,271.14 13,424,097.55   iFT  1.00003635   +0 45 08.8
 AH9238;UTM  17      - 4,647,702.668   312,624.331   MT  1.00003204   -1 30 43.7
 AH9238
 AH9238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9238!SPC MI S     -   0.99997784  x   1.00003635  =   1.00001419
 AH9238!UTM  17      -   0.99997784  x   1.00003204  =   1.00000988
 AH9238
 AH9238                          SUPERSEDED SURVEY CONTROL
 AH9238
 AH9238  ELLIP H (05/25/99)  141.31   (m)                       GP(       ) 3 1
 AH9238
 AH9238.Superseded values are not recommended for survey control.
 AH9238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9238.See file dsdata.txt to determine how the superseded data were derived.
 AH9238
 AH9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1262447703(NAD 83)
 AH9238_MARKER: DB = BENCH MARK DISK
 AH9238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH9238+WITH SETTING: PAVEMENT
 AH9238_SP_SET: 6 X 8 CONCRETE FOUNDATION
 AH9238_STAMPING: 3090 G 1997
 AH9238_MARK LOGO: NOS   
 AH9238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9238+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH9238
 AH9238  HISTORY     - Date     Condition        Report By
 AH9238  HISTORY     - 1997     MONUMENTED       NOS
 AH9238
 AH9238                          STATION DESCRIPTION
 AH9238
 AH9238'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (CAP)
 AH9238'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES (11.3 KM) NORTH
 AH9238'OF MONROE, AT THE ENRICO FERMI ATOMIC POWER PLANT, ON SW CORNER OF A 6
 AH9238'X 8 CONCRETE FOUNDATION, HOUSING 2 SEWER ACCESS MAINS, 100.3 FEET
 AH9238'(30.6 M) ENE OF POWER POLE NO.4857 ON SOUTH SIDE OF FERMI DR., 104.4
 AH9238'FEET (31.8 M) WNW OF POWER POLE NO.4858 ON SOUTH SIDE OF FERMI DR.,
 AH9238'13.3 FEET (4.1 M) NORTH OF CENTER LINE OF FERMI DR., 8.9 FEET (2.7 M)
 AH9238'SOUTH OF MOST SOUTHERLY RAIL OF RR TRACKS RUNNING EAST TO WEST, BEING
 AH9238'HIGHEST POINT ON CENTER OF BRONZE DISC SET FLUSH WITH CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0873 ***********************************************************************
 MC0873  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0873  DESIGNATION -  906 3090 POWER
 MC0873  PID         -  MC0873
 MC0873  STATE/COUNTY-  MI/MONROE
 MC0873  USGS QUAD   -  STONY POINT (1978)
 MC0873
 MC0873                         *CURRENT SURVEY CONTROL
 MC0873  ___________________________________________________________________
 MC0873* NAD 83(1986)-  41 57 35.     (N)    083 15 26.     (W)     SCALED    
 MC0873* NAVD 88     -       177.652  (meters)     582.85   (feet)  ADJUSTED  
 MC0873  ___________________________________________________________________
 MC0873  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0873  DYNAMIC HT  -         177.589 (meters)     582.64  (feet)  COMP
 MC0873  MODELED GRAV-     980,265.5   (mgal)                       NAVD 88
 MC0873
 MC0873  VERT ORDER  -  FIRST     CLASS 0
 MC0873
 MC0873.The horizontal coordinates were scaled from a topographic map and have
 MC0873.an estimated accuracy of +/- 6 seconds.
 MC0873
 MC0873.The orthometric height was determined by differential leveling
 MC0873.and adjusted by the National Geodetic Survey in June 1991..
 MC0873
 MC0873.This Tidal Bench Mark is designated as VM 12851
 MC0873.by the Center for Operational Oceanographic Products and Services.
 MC0873
 MC0873.The geoid height was determined by GEOID03.
 MC0873
 MC0873.The dynamic height is computed by dividing the NAVD 88
 MC0873.geopotential number by the normal gravity value computed on the
 MC0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0873.degrees latitude (g = 980.6199 gals.).
 MC0873
 MC0873.The modeled gravity was interpolated from observed gravity values.
 MC0873
 MC0873;                    North         East    Units  Estimated Accuracy
 MC0873;SPC MI S     -    51,670.    4,091,980.      MT  (+/- 180 meters Scaled)
 MC0873
 MC0873                          SUPERSEDED SURVEY CONTROL
 MC0873
 MC0873  NGVD 29 (??/??/92)  177.824  (m)          583.41   (f) ADJ UNCH    1 0
 MC0873
 MC0873.Superseded values are not recommended for survey control.
 MC0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0873.See file dsdata.txt to determine how the superseded data were derived.
 MC0873
 MC0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG129477(NAD 83)
 MC0873_MARKER: DD = SURVEY DISK
 MC0873_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0873_SP_SET: SCREEN WELL FOOTING
 MC0873_STAMPING: POWER 1961
 MC0873_MARK LOGO: USE   
 MC0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0873+STABILITY: SURFACE MOTION
 MC0873
 MC0873  HISTORY     - Date     Condition        Report By
 MC0873  HISTORY     - 1961     MONUMENTED       USE
 MC0873  HISTORY     - 1969     GOOD             USLS
 MC0873  HISTORY     - 19940720 GOOD             NOS
 MC0873
 MC0873                          STATION DESCRIPTION
 MC0873
 MC0873'DESCRIBED BY US LAKE SURVEY 1969
 MC0873'IN MONROE.
 MC0873'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 7 MILES NORTH OF MONROE,
 MC0873'AT THE ENRICO FERMI ATOMIC POWER PLANT, ON SOUTHEAST CORNER OF THE
 MC0873'SCREEN WELLS OF THE INTAKE CANAL ON THE EAST FACE OF THE TURBINE
 MC0873'BUILDING, 52.7 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 4.2
 MC0873'FEET FROM THE EAST FACE OF THE BUILDING, 0.8 FOOT FROM THE SOUTHEAST
 MC0873'CORNER OF THE SCREEN WELL, 1 FOOT ABOVE THE GROUND BEING HIGHEST POINT
 MC0873'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE TOP OF THE CONCRETE
 MC0873'SCREEN WELL.
 MC0873
 MC0873                          STATION RECOVERY (1994)
 MC0873
 MC0873'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (KLD)
 MC0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0036 ***********************************************************************
 OJ0036  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0036  DESIGNATION -  907 5002 BURTCH
 OJ0036  PID         -  OJ0036
 OJ0036  STATE/COUNTY-  MI/ST CLAIR
 OJ0036  USGS QUAD   -  LAKEPORT (1976)
 OJ0036
 OJ0036                         *CURRENT SURVEY CONTROL
 OJ0036  ___________________________________________________________________
 OJ0036* NAD 83(1986)-  43 08 26.     (N)    082 29 37.     (W)     SCALED    
 OJ0036* NAVD 88     -       178.837  (meters)     586.73   (feet)  ADJUSTED  
 OJ0036  ___________________________________________________________________
 OJ0036  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0036  DYNAMIC HT  -         178.797 (meters)     586.60  (feet)  COMP
 OJ0036  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 OJ0036
 OJ0036  VERT ORDER  -  FIRST     CLASS 0
 OJ0036
 OJ0036.The horizontal coordinates were scaled from a topographic map and have
 OJ0036.an estimated accuracy of +/- 6 seconds.
 OJ0036
 OJ0036.The orthometric height was determined by differential leveling
 OJ0036.and adjusted by the National Geodetic Survey in June 1991..
 OJ0036
 OJ0036.This Tidal Bench Mark is designated as VM 13030
 OJ0036.by the Center for Operational Oceanographic Products and Services.
 OJ0036
 OJ0036.The geoid height was determined by GEOID03.
 OJ0036
 OJ0036.The dynamic height is computed by dividing the NAVD 88
 OJ0036.geopotential number by the normal gravity value computed on the
 OJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0036.degrees latitude (g = 980.6199 gals.).
 OJ0036
 OJ0036.The modeled gravity was interpolated from observed gravity values.
 OJ0036
 OJ0036;                    North         East    Units  Estimated Accuracy
 OJ0036;SPC MI S     -   183,930.    4,152,360.      MT  (+/- 180 meters Scaled)
 OJ0036
 OJ0036                          SUPERSEDED SURVEY CONTROL
 OJ0036
 OJ0036  NGVD 29 (??/??/??)  178.956  (m)          587.12   (f) ADJUSTED    1 0
 OJ0036
 OJ0036.Superseded values are not recommended for survey control.
 OJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0036.See file dsdata.txt to determine how the superseded data were derived.
 OJ0036
 OJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785775(NAD 83)
 OJ0036_MARKER: Z = SEE DESCRIPTION
 OJ0036_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OJ0036_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OJ0036_STAMPING: BURTCH
 OJ0036_MARK LOGO: NONE  
 OJ0036_PROJECTION: FLUSH
 OJ0036_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0036+STABILITY: POSITION/ELEVATION WELL
 OJ0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0036+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0036_ROD/PIPE-DEPTH: 14.0 meters
 OJ0036_SLEEVE-DEPTH  : 13.5 meters
 OJ0036
 OJ0036  HISTORY     - Date     Condition        Report By
 OJ0036  HISTORY     - 1970     MONUMENTED       USLS
 OJ0036  HISTORY     - 1970     GOOD             USLS
 OJ0036  HISTORY     - 1980     GOOD             NGS
 OJ0036  HISTORY     - 19941018 GOOD             NOS
 OJ0036  HISTORY     - 19951020 GOOD             NOS
 OJ0036  HISTORY     - 20050804 GOOD             NGS
 OJ0036
 OJ0036                          STATION DESCRIPTION
 OJ0036
 OJ0036'DESCRIBED BY US LAKE SURVEY 1970
 OJ0036'AT NORTH LAKEPORT.
 OJ0036'BURTCH IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, IN
 OJ0036'BURTCHVILLE COMMUNITY PARK, 1.65 MILES NORTH OF FLASHER SIGNAL
 OJ0036'AT INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE STREET IN
 OJ0036'LAKEPORT, ABOUT 250 FEET EASTERLY OF INTERSECTION OF LAKESHORE
 OJ0036'RD. AND LAKE ST., 68.7 FEET SOUTHWESTERLY OF UTILITY POLE NO.
 OJ0036'Y-7679, 62.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF PARK
 OJ0036'CONCESSION STAND, 8.4 FEET NORTHWEST OF NORTHEAST CORNER AND 7.6
 OJ0036'FEET NORTHEAST OF NORTHWEST CORNER OF GAGE HOUSE, 1 FOOT BELOW
 OJ0036'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 OJ0036'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE,
 OJ0036'46 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 OJ0036'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 OJ0036'PIPE WITH COVER 1/4-FOOT BELOW THE GROUND SURFACE.  BM BURTCH
 OJ0036'1970
 OJ0036
 OJ0036                          STATION RECOVERY (1980)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0036'IN NORTH LAKEPORT, 0.2 KILOMETER (0.1 MILE) EAST OF THE JUNCTION
 OJ0036'OF LAKE SHORE ROAD, AT THE EAST END OF LAKE STREET WHICH IS AN OVAL
 OJ0036'TURN AROUND AND AT THE BURTCH TOWNSHIP COMMUNITY BEACH, SET
 OJ0036'SOUTHEAST OF THE OVAL AND NORTH OF A 6 X 6 FOOT BRICK LAKE SURVEY
 OJ0036'GAGE HOUSE, 21.0 METERS (69.0 FEET) SOUTH-SOUTHWEST OF POWER POLE
 OJ0036'WITH SECURITY LIGHT, 2.75 METERS (9.0 FEET) SOUTHEAST OF THE SOUTH
 OJ0036'METAL LEG SUPPORTING A SLIDDING BOARD, 2.35 METERS (7.7 FEET)
 OJ0036'NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE, NOTE, AT THIS
 OJ0036'TIME THE STAINLESS STEEL ROD WITH PLUG WAS ENCASED IN A 5-INCH
 OJ0036'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED BURTCH.
 OJ0036'THE MARK IS 0.3 M BELOW GROUND.
 OJ0036
 OJ0036                          STATION RECOVERY (1994)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0036'BURTCH IS IN NORTH LAKEPORT,ST.  CLAIR COUNTY, MICHIGAN, 0.2 KILOMETER
 OJ0036'(0.10 MI) EAST OF THE JUNCTION OF LAKE SHORE ROAD, AT THE EAST END OF
 OJ0036'LAKE STREET WHICH IS AN OVAL TURN AROUND AND AT THE BURTCH TOWNSHIP
 OJ0036'COMMUNITY BEACH, SET SOUTHEAST OF THE OVAL AND NORTH OF A 6 X 6-FOOT
 OJ0036'BRICK WATER LEVEL GAUGE HOUSE, 21.0 METERS (68.9 FT) SOUTH-SOUTHWEST
 OJ0036'OF POWER POLE WITH SECURITY LIGHT, 17.90 METERS (58.73 FT) NORTHWEST
 OJ0036'OF THE WEST END OF STEEL JETTY WHICH IS SOUTHEAST OF GAUGE HOUSE, 2.75
 OJ0036'METERS (9.02 FT) SOUTHEAST OF THE SOUTH METAL LEG SUPPORTING A
 OJ0036'SLIDDING BOARD, 2.56 METERS (8.40 FT) NORTHWEST OF THE NORTHEAST
 OJ0036'CORNER AND 2.35 METERS (7.71 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 OJ0036'THE GAUGE HOUSE, NOTE, THIS BEING HIGHEST POINT ON TOP OF A STAINLESS
 OJ0036'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 14.0
 OJ0036'METERS (45.9 FT) LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 OJ0036'PIPE.  THE PIPE WITH PLUG IS ENCASED IN A 5-INCH PVC PIPE WITH AN
 OJ0036'ALUMINUM ACCESS COVER AND STAMPED BURTCH.
 OJ0036
 OJ0036                          STATION RECOVERY (1995)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0036'RECOVERED AS DESCRIBED.
 OJ0036
 OJ0036                          STATION RECOVERY (2005)
 OJ0036
 OJ0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0036'ACCESS COVER IS STAMPED '907 5002 BURTCH.'  MARK IS 0.4 M WNW OF
 OJ0036'WITNESS POST.  THERE IS NO CENTER PUNCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0033 ***********************************************************************
 OJ0033  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0033  DESIGNATION -  907 5002 DIAMOND
 OJ0033  PID         -  OJ0033
 OJ0033  STATE/COUNTY-  MI/ST CLAIR
 OJ0033  USGS QUAD   -  LAKEPORT (1976)
 OJ0033
 OJ0033                         *CURRENT SURVEY CONTROL
 OJ0033  ___________________________________________________________________
 OJ0033* NAD 83(1994)-  43 08 25.37079(N)    082 29 43.67928(W)     ADJUSTED  
 OJ0033* NAVD 88     -       181.466  (meters)     595.36   (feet)  ADJUSTED  
 OJ0033  ___________________________________________________________________
 OJ0033  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OJ0033  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0033  DYNAMIC HT  -         181.425 (meters)     595.23  (feet)  COMP
 OJ0033  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 OJ0033
 OJ0033  HORZ ORDER  -  SECOND
 OJ0033  VERT ORDER  -  FIRST     CLASS 0
 OJ0033
 OJ0033.The horizontal coordinates were established by classical geodetic methods
 OJ0033.and adjusted by the National Geodetic Survey in February 1997..
 OJ0033
 OJ0033.The orthometric height was determined by differential leveling
 OJ0033.and adjusted by the National Geodetic Survey in June 1991..
 OJ0033
 OJ0033.This Tidal Bench Mark is designated as VM 13034
 OJ0033.by the Center for Operational Oceanographic Products and Services.
 OJ0033
 OJ0033.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0033
 OJ0033.The geoid height was determined by GEOID03.
 OJ0033
 OJ0033.The dynamic height is computed by dividing the NAVD 88
 OJ0033.geopotential number by the normal gravity value computed on the
 OJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0033.degrees latitude (g = 980.6199 gals.).
 OJ0033
 OJ0033.The modeled gravity was interpolated from observed gravity values.
 OJ0033
 OJ0033;                    North         East     Units Scale Factor Converg.
 OJ0033;SPC MI S     -   183,902.142 4,152,206.461   MT  0.99991679   +1 16 24.3
 OJ0033;SPC MI S     -   603,353.48 13,622,724.61   iFT  0.99991679   +1 16 24.3
 OJ0033;UTM  17      - 4,777,489.429   378,383.937   MT  0.99978195   -1 01 21.7
 OJ0033
 OJ0033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0033!SPC MI S     -   0.99997699  x   0.99991679  =   0.99989378
 OJ0033!UTM  17      -   0.99997699  x   0.99978195  =   0.99975895
 OJ0033
 OJ0033                          SUPERSEDED SURVEY CONTROL
 OJ0033
 OJ0033  NAD 83(1986)-  43 08 25.35671(N)    082 29 43.70878(W) AD(       ) 2
 OJ0033  NAD 27      -  43 08 25.25469(N)    082 29 43.99176(W) AD(       ) 2
 OJ0033  NGVD 29 (??/??/??)  181.585  (m)          595.75   (f) ADJUSTED    1 0
 OJ0033
 OJ0033.Superseded values are not recommended for survey control.
 OJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0033.See file dsdata.txt to determine how the superseded data were derived.
 OJ0033
 OJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7838477489(NAD 83)
 OJ0033_MARKER: I = METAL ROD
 OJ0033_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0033+WITH SETTING: INFORMATION.
 OJ0033_SP_SET: UNSPECIFIED DEEP SET
 OJ0033_MARK LOGO: NONE  
 OJ0033_PROJECTION: FLUSH
 OJ0033_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0033+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0033_ROD/PIPE-DEPTH: 3.0  meters
 OJ0033
 OJ0033  HISTORY     - Date     Condition        Report By
 OJ0033  HISTORY     - 1960     MONUMENTED       USLS
 OJ0033  HISTORY     - 1970     GOOD             USLS
 OJ0033  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0033  HISTORY     - 1980     GOOD             NGS
 OJ0033  HISTORY     - 1983     GOOD             USPSQD
 OJ0033  HISTORY     - 19930515 GOOD             USPSQD
 OJ0033  HISTORY     - 19941018 GOOD             NOS
 OJ0033  HISTORY     - 19951020 GOOD             NOS
 OJ0033  HISTORY     - 20050804 GOOD             NGS
 OJ0033
 OJ0033                          STATION DESCRIPTION
 OJ0033
 OJ0033'DESCRIBED BY US LAKE SURVEY 1970
 OJ0033'AT NORTH LAKEPORT.
 OJ0033'DIAMOND IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN,
 OJ0033'APPROXIMATELY 1.6 MILES NORTH OF THE FLASHER SIGNAL AT
 OJ0033'INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE STREET, IN
 OJ0033'LAKEPORT, IN BURTCHVILLE COMMUNITY PARK, 51 FEET SOUTH OF
 OJ0033'CENTERLINE OF LAKE STREET WHICH IS ROAD LEADING INTO THE PARK,
 OJ0033'BEHIND AND AT INTERSECTION OF EXTENDED LINES OF NORTHEAST AND
 OJ0033'NORTHWEST FACES OF THE BACKSTOP, 19.9 FEET SOUTHEAST OF UTILITY
 OJ0033'POLE NO. DE 49-40B4, 18.5 FEET SOUTHWEST OF A 9-INCH WHITE
 OJ0033'PINE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OJ0033'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET
 OJ0033'LONG.  BM DIAMOND 1960
 OJ0033
 OJ0033                          STATION RECOVERY (1977)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0033'THE MARK WAS RECOVERED IN GOOD CONDITION.  AN ELECTRONIC
 OJ0033'TRAVERSE TIE WAS MADE TO TRAVERSE STATION LAKEPORT.
 OJ0033'
 OJ0033'THE MARK IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST OF
 OJ0033'JEDDO, 2 MILES NORTH OF LAKEPORT, IN THE NORTHWEST 1/4 OF
 OJ0033'SECTION 17, T8N, R17E, AT THE NORTHEAST EDGE OF BURTCHVILLE
 OJ0033'COMMUNITY PARK, JUST WEST OF LAKE HURON.
 OJ0033'
 OJ0033'TO REACH THE MARK FROM THE CAUTION FLASHER AT THE INTERSECTION
 OJ0033'OF MILWAKEE STREET AND U.S. HIGHWAY 25 AT THE NORTH EDGE OF
 OJ0033'LAKEPORT, GO NORTH ON U.S. HIGHWAY 25 FOR 1.9 MILES TO A
 OJ0033'SIDEROAD RIGHT AND SIGN HARRIS ROAD.  TURN RIGHT AND GO EAST
 OJ0033'ON HARRIS ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT THEN
 OJ0033'LEFT AND GO EAST TO THE ENTRANCE OF THE BURTCHVILLE COMMUNITY
 OJ0033'PARK.  CONTINUE AHEAD EAST 0.05 MILE TO A BASEBALL BACKSTOP
 OJ0033'ON THE RIGHT AND THE MARK ON THE RIGHT.
 OJ0033'
 OJ0033'THE MARK IS A 5/8-INCH DIAMETER COPPER COATED STEEL ROD DRIVEN
 OJ0033'ABOUT 10 FEET INTO THE GROUND.  IT IS 1 FOOT BELOW THE GROUND
 OJ0033'SURFACE.  IT IS 45 FEET SOUTH OF CENTER OF THE ROAD, 20 FEET
 OJ0033'SOUTHEAST OF A POWERLINE POLE, 4.3 FEET NORTH OF THE CENTER OF
 OJ0033'THE NORTH SIDE OF THE BASEBALL BACKSTOP.
 OJ0033'DESCRIBED BY D.R. TYLER
 OJ0033
 OJ0033                          STATION RECOVERY (1980)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0033'IN NORTH LAKEPORT, IN BURTCH TOWNSHIP COMMUNITY PARK ON THE SOUTH
 OJ0033'SIDE OF LAKE STREET, NORTH OF THE A 10 FOOT CHAIN LINK FENCE BACK
 OJ0033'STOP FOR THE BALL DIAMOND, DIRECTLY ACROSS LAKE STREET FROM CABIN
 OJ0033'NUMBER 4, 0.8 KILOMETER (0.05 MILE) EAST OF THE JUNCTION OF LAKE
 OJ0033'SHORE ROAD, 15.2 METERS (50.0 FEET) SOUTH OF THE CENTER OF LAKE
 OJ0033'STREET, 6.15 METERS (20.2 FEET) SOUTHEAST OF POWER POLE 17CA756
 OJ0033'WITH A SECURITY LIGHT, 2.9 METERS (9.5 FEET) NORTHEAST OF THE
 OJ0033'SOUTHWEST END POST OF THE BACK STOP, AND 1.35 METERS (4.4 FEET)
 OJ0033'NORTH OF THE BOTTOM CENTER METAL BRACE PIPE OF THE BACK STOP.
 OJ0033'NOTE, AT THIS TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH
 OJ0033'AN ALUMINUM ACCESS COVER AND STAMPED DIAMOND AND FLUSH WITH THE
 OJ0033'GROUND.
 OJ0033'THE MARK IS 0.3 M BELOW THE GROUND.
 OJ0033
 OJ0033                          STATION RECOVERY (1983)
 OJ0033
 OJ0033'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0033'RECOVERED IN GOOD CONDITION.
 OJ0033
 OJ0033                          STATION RECOVERY (1993)
 OJ0033
 OJ0033'RECOVERY NOTE BY US POWER SQUADRON 1993
 OJ0033'RECOVERED IN GOOD CONDITION.
 OJ0033
 OJ0033                          STATION RECOVERY (1994)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0033'DIAMOND IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, IN BURTCH
 OJ0033'TOWNSHIP COMMUNITY PARK ON THE SOUTH SIDE OF LAKE STREET, NORTH OF THE
 OJ0033'A 10 FOOT (3.0 M) CHAIN LINK FENCE BACK STOP FOR THE BALL DIAMOND, 0.8
 OJ0033'KILOMETER (0.50 MI) EAST OF THE JUNCTION OF LAKE SHORE ROAD, 15.2
 OJ0033'METERS (49.9 FT) SOUTH OF THE CENTER OF LAKE STREET, 6.15 METERS
 OJ0033'(20.18 FT) SOUTHEAST OF POWER POLE 17CA756 WITH A SECURITY LIGHT, 2.9
 OJ0033'METERS (9.5 FT) NORTHEAST OF THE SOUTHWEST END POST OF THE BACK STOP,
 OJ0033'AND 1.35 METERS (4.43 FT) NORTH OF THE BOTTOM CENTER METAL BRACE PIPE
 OJ0033'OF THE BACK STOP.  BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OJ0033'COPPER-COATED STEEL ROD, 3.0 METERS (9.8 FT) LONG. NOTE--THE ROD IS
 OJ0033'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER FLUSH WITH
 OJ0033'THE GROUND, STAMPED DIAMOND.
 OJ0033
 OJ0033                          STATION RECOVERY (1995)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0033'RECOVERED AS DESCRIBED.
 OJ0033
 OJ0033                          STATION RECOVERY (2005)
 OJ0033
 OJ0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0033'BALL DIAMOND AND BACKSTOP HAVE BEEN REMOVED.  STATION IS IN GRAVEL
 OJ0033'PARKING LOT.  ACCESS COVER IS LOOSE AND RAISED ABOVE PVC PIPE.  BOTH
 OJ0033'ARE UNDER RED WATER VALVE ACCESS COVER.  TOP OF ROD IS 0.4 M BELOW
 OJ0033'PARKING LOT AND IS NOT CENTER PUNCHED.  ACCESS COVER IS STAMPED
 OJ0033''DIAMOND 1960'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0035 ***********************************************************************
 OJ0035  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0035  DESIGNATION -  907 5002 DRIVE
 OJ0035  PID         -  OJ0035
 OJ0035  STATE/COUNTY-  MI/ST CLAIR
 OJ0035  USGS QUAD   -  LAKEPORT (1976)
 OJ0035
 OJ0035                         *CURRENT SURVEY CONTROL
 OJ0035  ___________________________________________________________________
 OJ0035* NAD 83(1986)-  43 08 25.     (N)    082 29 50.     (W)     SCALED    
 OJ0035* NAVD 88     -       184.054  (meters)     603.85   (feet)  ADJUSTED  
 OJ0035  ___________________________________________________________________
 OJ0035  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0035  DYNAMIC HT  -         184.012 (meters)     603.71  (feet)  COMP
 OJ0035  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 OJ0035
 OJ0035  VERT ORDER  -  FIRST     CLASS 0
 OJ0035
 OJ0035.The horizontal coordinates were scaled from a topographic map and have
 OJ0035.an estimated accuracy of +/- 6 seconds.
 OJ0035
 OJ0035.The orthometric height was determined by differential leveling
 OJ0035.and adjusted by the National Geodetic Survey in June 1991..
 OJ0035
 OJ0035.This Tidal Bench Mark is designated as VM 13036
 OJ0035.by the Center for Operational Oceanographic Products and Services.
 OJ0035
 OJ0035.The geoid height was determined by GEOID03.
 OJ0035
 OJ0035.The dynamic height is computed by dividing the NAVD 88
 OJ0035.geopotential number by the normal gravity value computed on the
 OJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0035.degrees latitude (g = 980.6199 gals.).
 OJ0035
 OJ0035.The modeled gravity was interpolated from observed gravity values.
 OJ0035
 OJ0035;                    North         East    Units  Estimated Accuracy
 OJ0035;SPC MI S     -   183,890.    4,152,060.      MT  (+/- 180 meters Scaled)
 OJ0035
 OJ0035                          SUPERSEDED SURVEY CONTROL
 OJ0035
 OJ0035  NGVD 29 (??/??/??)  184.173  (m)          604.24   (f) ADJUSTED    1 0
 OJ0035
 OJ0035.Superseded values are not recommended for survey control.
 OJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0035.See file dsdata.txt to determine how the superseded data were derived.
 OJ0035
 OJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH782774(NAD 83)
 OJ0035_MARKER: I = METAL ROD
 OJ0035_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0035+WITH SETTING: INFORMATION.
 OJ0035_SP_SET: ROD
 OJ0035_MARK LOGO: NONE  
 OJ0035_PROJECTION: FLUSH
 OJ0035_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0035_ROD/PIPE-DEPTH: 2.1  meters
 OJ0035
 OJ0035  HISTORY     - Date     Condition        Report By
 OJ0035  HISTORY     - 1955     MONUMENTED       USLS
 OJ0035  HISTORY     - 1970     GOOD             USLS
 OJ0035  HISTORY     - 1980     GOOD             NGS
 OJ0035  HISTORY     - 1983     GOOD             USPSQD
 OJ0035  HISTORY     - 19931118 GOOD             NOS
 OJ0035  HISTORY     - 19951020 GOOD             NOS
 OJ0035  HISTORY     - 20050804 GOOD             NGS
 OJ0035
 OJ0035                          STATION DESCRIPTION
 OJ0035
 OJ0035'DESCRIBED BY US LAKE SURVEY 1970
 OJ0035'AT NORTH LAKEPORT.
 OJ0035'DRIVE IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, ABOUT
 OJ0035'1.65 MILES NORTH OF THE FLASHER SIGNAL AT THE INTERSECTION
 OJ0035'OF HIGHWAY U.S. 25 AND MILWAUKEE STREET IN LAKEPORT, JUST
 OJ0035'NORTHWESTERLY OF BURTCHVILLE COMMUNITY PARK, 225 FEET WEST
 OJ0035'OF LAKE SHORE ROAD, 66.2 FEET SOUTHEASTERLY OF SOUTHEAST CORNER
 OJ0035'OF A TWO-STORY DWELLING AT NO. 3790 HARRIS ROAD, 61.9 FEET WEST
 OJ0035'OF UTILITY POLE NO. 3684, 32 FEET NORTH OF CENTERLINE OF HARRIS
 OJ0035'ROAD, 1.0 FEET EAST OF AN IRON GATE POST, 1/4-FOOT BELOW THE
 OJ0035'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH SQUARE
 OJ0035'IRON ROD, 7 FEET LONG.  BM DRIVE 1955
 OJ0035
 OJ0035                          STATION RECOVERY (1980)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0035'IN NORTH LAKEPORT, 0.8 KILOMETER (0.05 MILE) WEST OF THE JUNCTION
 OJ0035'OF LAKE SHORE ROAD, AT THE GRAVEL DRIVE TO HOUSE NUMBER 3790 HARRIS
 OJ0035'ROAD, AND ON THE EAST SIDE OF THE METAL PIPE FOR CHAIN ACROSS DRIVE,
 OJ0035'19.97 METERS (65.5 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OJ0035'HOUSE, 9.91 METERS (32.0 FEET) NORTH OF THE CENTER LINE OF HARRIS
 OJ0035'ROAD, 0.4 METER (1.3 FEET) EAST OF THE EAST METEL PIPE, NOTE, THIS
 OJ0035'MARK IN A 1-INCH SQUARE IRON BAR, AT THIS TIME IT WAS ENCASED IN
 OJ0035'A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED DRIVE.
 OJ0035'THE MARK IS 0.2 M BELOW GROUND.
 OJ0035
 OJ0035                          STATION RECOVERY (1983)
 OJ0035
 OJ0035'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0035'RECOVERED IN GOOD CONDITION.
 OJ0035
 OJ0035                          STATION RECOVERY (1993)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (KLD)
 OJ0035'DRIVE IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, 0.8 KILOMETER
 OJ0035'(0.50 MI) WEST OF THE JUNCTION OF LAKE SHORE ROAD, AT THE GRAVEL DRIVE
 OJ0035'TO HOUSE NUMBER 3790 HARRIS ROAD, AND ON THE EAST SIDE OF THE METAL
 OJ0035'PIPE FOR CHAIN ACROSS DRIVE, 19.97 METERS (65.52 FT) SOUTHEAST OF THE
 OJ0035'SOUTHEAST CORNER OF THE HOUSE, 9.91 METERS (32.51 FT) NORTH OF THE
 OJ0035'CENTER LINE OF HARRIS ROAD, 0.4 METER (1.3 FT) EAST OF THE EAST METAL
 OJ0035'PIPE, NOTE--THIS MARK IN A 1-INCH SQUARE IRON ROD, 2.1 METERS (6.9 FT)
 OJ0035'LONG.  THE ROD IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS
 OJ0035'COVER STAMPED DRIVE.
 OJ0035
 OJ0035                          STATION RECOVERY (1995)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0035'RECOVERED AS DESCRIBED.
 OJ0035
 OJ0035                          STATION RECOVERY (2005)
 OJ0035
 OJ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0035'MARK IS 0.1 M WEST OF WITNESS POST AND AMIDST BUSHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0034 ***********************************************************************
 OJ0034  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0034  DESIGNATION -  907 5002 H 6
 OJ0034  PID         -  OJ0034
 OJ0034  STATE/COUNTY-  MI/ST CLAIR
 OJ0034  USGS QUAD   -  LAKEPORT (1976)
 OJ0034
 OJ0034                         *CURRENT SURVEY CONTROL
 OJ0034  ___________________________________________________________________
 OJ0034* NAD 83(1986)-  43 08 26.     (N)    082 29 46.     (W)     SCALED    
 OJ0034* NAVD 88     -       183.455  (meters)     601.89   (feet)  ADJUSTED  
 OJ0034  ___________________________________________________________________
 OJ0034  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0034  DYNAMIC HT  -         183.413 (meters)     601.75  (feet)  COMP
 OJ0034  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 OJ0034
 OJ0034  VERT ORDER  -  SECOND    CLASS I
 OJ0034
 OJ0034.The horizontal coordinates were scaled from a topographic map and have
 OJ0034.an estimated accuracy of +/- 6 seconds.
 OJ0034
 OJ0034.The orthometric height was determined by differential leveling
 OJ0034.and adjusted by the National Geodetic Survey in May 2000..
 OJ0034
 OJ0034.This Tidal Bench Mark is designated as VM 13035
 OJ0034.by the Center for Operational Oceanographic Products and Services.
 OJ0034
 OJ0034.The geoid height was determined by GEOID03.
 OJ0034
 OJ0034.The dynamic height is computed by dividing the NAVD 88
 OJ0034.geopotential number by the normal gravity value computed on the
 OJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0034.degrees latitude (g = 980.6199 gals.).
 OJ0034
 OJ0034.The modeled gravity was interpolated from observed gravity values.
 OJ0034
 OJ0034;                    North         East    Units  Estimated Accuracy
 OJ0034;SPC MI S     -   183,920.    4,152,150.      MT  (+/- 180 meters Scaled)
 OJ0034
 OJ0034                          SUPERSEDED SURVEY CONTROL
 OJ0034
 OJ0034  NAVD 88 (06/15/91)  183.453  (m)          601.88   (f) UNKNOWN     1 0
 OJ0034  NGVD 29 (??/??/??)  183.572  (m)          602.27   (f) ADJUSTED    1 0
 OJ0034
 OJ0034.Superseded values are not recommended for survey control.
 OJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0034.See file dsdata.txt to determine how the superseded data were derived.
 OJ0034
 OJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH783775(NAD 83)
 OJ0034_MARKER: DD = SURVEY DISK
 OJ0034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0034_SP_SET: FOUNDATION
 OJ0034_STAMPING: H-6 1937 MCK
 OJ0034_MARK LOGO: NONE  
 OJ0034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0034
 OJ0034  HISTORY     - Date     Condition        Report By
 OJ0034  HISTORY     - 1937     MONUMENTED       USLS
 OJ0034  HISTORY     - 1970     GOOD             USLS
 OJ0034  HISTORY     - 1980     GOOD             NGS
 OJ0034  HISTORY     - 19941018 GOOD             NOS
 OJ0034  HISTORY     - 19951020 GOOD             NOS
 OJ0034
 OJ0034                          STATION DESCRIPTION
 OJ0034
 OJ0034'DESCRIBED BY US LAKE SURVEY 1970
 OJ0034'AT NORTH LAKEPORT.
 OJ0034'H 6 IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, ABOUT
 OJ0034'1.65 MILES NORTH OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY
 OJ0034'U.S. 25 AND MILWAUKEE STREET IN LAKEPORT, ON NORTHEAST CORNER
 OJ0034'OF INTERSECTION OF LAKE STREET AND LAKE SHORE ROAD, (OLD HIGHWAY
 OJ0034'U.S. 25), JUST NORTH OF ENTRANCE TO BURTCHVILLE COMMUNITY PARK,
 OJ0034'7.9 FEET EAST OF NORTHWEST CORNER AND IN THE NORTH FACE OF THE
 OJ0034'BUILDING AT NO. 7992 LAKE SHORE ROAD, 3 1/2-FEET ABOVE THE
 OJ0034'GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 OJ0034'SET INTO THE CONCRETE BLOCK FOUNDATION.  BM H-6 1937
 OJ0034
 OJ0034                          STATION RECOVERY (1980)
 OJ0034
 OJ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0034'IN NORTH LAKEPORT, AT THE JUNCTION OF LAKE SHORE ROAD AND LAKE
 OJ0034'STREET, SET IN THE NORTH FACE OF THE CONCRETE BLOCK FOUNDATION
 OJ0034'OF NEILS CABINS OFFICE BUILDING 7992 LAKE SHORE ROAD, 21.65
 OJ0034'METERS (71.0 FEET) SOUTH OF THE CENTER OF A GRAVEL ROAD LEADING
 OJ0034'WEST TO THE LAKE AND ON THE NORTH SIDE OF THE BUILDING, 21.03
 OJ0034'METERS (69.0 FEET) EAST OF THE CENTER LINE OF LAKE SHORE ROAD,2.5
 OJ0034'METERS (8.2 FEET) EAST OF THE  NORTHWEST CORNER OF THE BUILDING.
 OJ0034'THE MARK IS 0.75 M ABOVE GROUND.
 OJ0034
 OJ0034                          STATION RECOVERY (1994)
 OJ0034
 OJ0034'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0034'H 6 IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, AT THE JUNCTION
 OJ0034'OF LAKE SHORE ROAD AND LAKE STREET, SET IN THE NORTH FACE OF THE
 OJ0034'CONCRETE BLOCK FOUNDATION OF NEILS CABINS OFFICE BUILDING 7992 LAKE
 OJ0034'SHORE ROAD, 21.65 METERS (71.03 FT) SOUTH OF THE CENTER OF A PAVED
 OJ0034'ROAD LEADING WEST TO THE LAKE AND ON THE NORTH SIDE OF THE BUILDING,
 OJ0034'21.03 METERS (69.00 FT) EAST OF THE CENTER LINE OF LAKE SHORE ROAD,
 OJ0034'2.5 METERS (8.2 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 0.76
 OJ0034'METERS (2.49 FT) ABOVE THE GROUND.
 OJ0034
 OJ0034                          STATION RECOVERY (1995)
 OJ0034
 OJ0034'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0034'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0037 ***********************************************************************
 OJ0037  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0037  DESIGNATION -  907 5002 SWING
 OJ0037  PID         -  OJ0037
 OJ0037  STATE/COUNTY-  MI/ST CLAIR
 OJ0037  USGS QUAD   -  LAKEPORT (1976)
 OJ0037
 OJ0037                         *CURRENT SURVEY CONTROL
 OJ0037  ___________________________________________________________________
 OJ0037* NAD 83(1986)-  43 08 26.     (N)    082 29 38.     (W)     SCALED    
 OJ0037* NAVD 88     -       179.525  (meters)     588.99   (feet)  ADJUSTED  
 OJ0037  ___________________________________________________________________
 OJ0037  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0037  DYNAMIC HT  -         179.484 (meters)     588.86  (feet)  COMP
 OJ0037  MODELED GRAV-     980,388.2   (mgal)                       NAVD 88
 OJ0037
 OJ0037  VERT ORDER  -  FIRST     CLASS 0
 OJ0037
 OJ0037.The horizontal coordinates were scaled from a topographic map and have
 OJ0037.an estimated accuracy of +/- 6 seconds.
 OJ0037
 OJ0037.The orthometric height was determined by differential leveling
 OJ0037.and adjusted by the National Geodetic Survey in June 1991..
 OJ0037
 OJ0037.This Tidal Bench Mark is designated as VM 13031
 OJ0037.by the Center for Operational Oceanographic Products and Services.
 OJ0037
 OJ0037.The geoid height was determined by GEOID03.
 OJ0037
 OJ0037.The dynamic height is computed by dividing the NAVD 88
 OJ0037.geopotential number by the normal gravity value computed on the
 OJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0037.degrees latitude (g = 980.6199 gals.).
 OJ0037
 OJ0037.The modeled gravity was interpolated from observed gravity values.
 OJ0037
 OJ0037;                    North         East    Units  Estimated Accuracy
 OJ0037;SPC MI S     -   183,920.    4,152,330.      MT  (+/- 180 meters Scaled)
 OJ0037
 OJ0037                          SUPERSEDED SURVEY CONTROL
 OJ0037
 OJ0037  NGVD 29 (??/??/??)  179.644  (m)          589.38   (f) ADJUSTED    1 0
 OJ0037
 OJ0037.Superseded values are not recommended for survey control.
 OJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0037.See file dsdata.txt to determine how the superseded data were derived.
 OJ0037
 OJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785775(NAD 83)
 OJ0037_MARKER: I = METAL ROD
 OJ0037_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OJ0037_SP_SET: UNSPECIFIED DEEP SET
 OJ0037_MARK LOGO: NONE  
 OJ0037_PROJECTION: RECESSED 2 CENTIMETERS
 OJ0037_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0037+STABILITY: SURFACE MOTION
 OJ0037_ROD/PIPE-DEPTH: 4.0  meters
 OJ0037
 OJ0037  HISTORY     - Date     Condition        Report By
 OJ0037  HISTORY     - 1947     MONUMENTED       USLS
 OJ0037  HISTORY     - 1970     GOOD             USLS
 OJ0037  HISTORY     - 1980     GOOD             NGS
 OJ0037  HISTORY     - 19941017 GOOD             NOS
 OJ0037  HISTORY     - 19951020 GOOD             NOS
 OJ0037  HISTORY     - 20050804 GOOD             NGS
 OJ0037
 OJ0037                          STATION DESCRIPTION
 OJ0037
 OJ0037'DESCRIBED BY US LAKE SURVEY 1970
 OJ0037'AT NORTH LAKEPORT.
 OJ0037'SWING IS AT NORTH LAKEPORT, ST. CLAIR COUNTY, MICHIGAN,
 OJ0037'APPROXIMATELY 1.6 MILES NORTH OF THE FLASHER SIGNAL AT
 OJ0037'INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE STREET IN LAKEPORT,
 OJ0037'IN BURTCHVILLE COMMUNITY PARK, JUST SOUTH OF OVAL AT EAST END
 OJ0037'OF MAIN ENTRANCE ROAD, ABOUT 200 FEET FROM THE WATERS EDGE,
 OJ0037'22.0 FEET WEST OF A FIVE TRUNKED FIR, 55.3 FEET FROM NORTHEAST
 OJ0037'CORNER AND 55.8 FEET FROM NORTHWEST CORNER OF FIRST LARGE HOUSE
 OJ0037'SOUTH OF THE PARK PROPERTY, 0.5 FOOT NORTH OF A POST IN THE
 OJ0037'SOUTH BOUNDARY FENCE, 1/4 FOOT BELOW THE GROUND SURFACE, BEING
 OJ0037'HIGHEST POINT ON TOP OF A 7/8-INCH DIAMETER IRON ROD, 13 FEET
 OJ0037'LONG.  BM SWING 1947
 OJ0037
 OJ0037                          STATION RECOVERY (1980)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0037'IN NORTH LAKEPORT, AT THE EAST END OF LAKE STREET WHICH IS AN
 OJ0037'OVAL TURN AROUND AND AT THE BURTCH TOWNSHIP COMMUNITY BEACH, SET
 OJ0037'SOUTH OF THE OVAL OF LAKE STREET AND 0.5 FOOT NORTH OF A WIRE
 OJ0037'FENCE SEPARATING THE BEACH AREA AND THE FIRST HOUSE SOUTH OF THE
 OJ0037'BEACH. 34.1 METERS (112.0 FEET) EAST OF THE CENTER OF BUTTERNUT
 OJ0037'STREET, 31.4 METERS (103.0 FEET) WEST OF THE CENTER OF THE OVAL
 OJ0037'TURN AROUND, 21.1 METERS (69.2 FEET) SOUTHWEST OF THE SOUTHWEST
 OJ0037'CORNER OF A 6 X 6 FOOT BRICK LAKE SURVEY GAGE HOUSE, NOTE, AT THIS
 OJ0037'TIME THE ROD WAS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0037'ACCESS COVER AND STAMPED SWING.
 OJ0037'THE MARK IS 0.2 M BELOW GROUND.
 OJ0037
 OJ0037                          STATION RECOVERY (1994)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0037'SWING IS AT NORTH LAKEPORT, ST.  CLAIR COUNTY, MICHIGAN, AT THE EAST
 OJ0037'END OF LAKE STREET WHICH IS AN OVAL TURN AROUND AND AT THE BURTCH
 OJ0037'TOWNSHIP COMMUNITY BEACH, SET SOUTH OF THE OVAL OF LAKE STREET AND 0.5
 OJ0037'FOOT (15.2 CM) NORTH OF A WOODEN FENCE SEPARATING THE BEACH AREA AND
 OJ0037'THE FIRST HOUSE SOUTH OF THE BEACH.  34.1 METERS (111.9 FT) EAST OF
 OJ0037'THE CENTER OF BUTTERNUT STREET, 31.4 METERS (103.0 FT) WEST OF THE
 OJ0037'CENTER OF THE OVAL TURN AROUND, 21.1 METERS (69.2 FT) SOUTHWEST OF THE
 OJ0037'SOUTHWEST CORNER OF A 6X6 FOOT BRICK WATER LEVEL GAUGE HOUSE, BEING
 OJ0037'HIGHEST POINT ON TOP OF A 7/8-INCH DIAMETER IRON ROD 4.0 METERS (13.1
 OJ0037'FT) LONG.  THE ROD IS ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM
 OJ0037'ACCESS COVER STAMPED SWING.  BEING 6 INCHES BELOW THE GROUND.
 OJ0037
 OJ0037                          STATION RECOVERY (1995)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0037'RECOVERED AS DESCRIBED.
 OJ0037
 OJ0037                          STATION RECOVERY (2005)
 OJ0037
 OJ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0226 ***********************************************************************
 OJ0226  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0226  DESIGNATION -  907 5014 GAGE
 OJ0226  PID         -  OJ0226
 OJ0226  STATE/COUNTY-  MI/HURON
 OJ0226  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0226
 OJ0226                         *CURRENT SURVEY CONTROL
 OJ0226  ___________________________________________________________________
 OJ0226* NAD 83(1986)-  43 50 48.     (N)    082 38 33.     (W)     SCALED    
 OJ0226* NAVD 88     -       177.907  (meters)     583.68   (feet)  ADJUSTED  
 OJ0226  ___________________________________________________________________
 OJ0226  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0226  DYNAMIC HT  -         177.878 (meters)     583.59  (feet)  COMP
 OJ0226  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 OJ0226
 OJ0226  VERT ORDER  -  FIRST     CLASS 0
 OJ0226
 OJ0226.The horizontal coordinates were scaled from a topographic map and have
 OJ0226.an estimated accuracy of +/- 6 seconds.
 OJ0226
 OJ0226.The orthometric height was determined by differential leveling
 OJ0226.and adjusted by the National Geodetic Survey in June 1991..
 OJ0226
 OJ0226.This Tidal Bench Mark is designated as VM 13038
 OJ0226.by the Center for Operational Oceanographic Products and Services.
 OJ0226
 OJ0226.The geoid height was determined by GEOID03.
 OJ0226
 OJ0226.The dynamic height is computed by dividing the NAVD 88
 OJ0226.geopotential number by the normal gravity value computed on the
 OJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0226.degrees latitude (g = 980.6199 gals.).
 OJ0226
 OJ0226.The modeled gravity was interpolated from observed gravity values.
 OJ0226
 OJ0226;                    North         East    Units  Estimated Accuracy
 OJ0226;SPC MI S     -   262,100.    4,138,640.      MT  (+/- 180 meters Scaled)
 OJ0226
 OJ0226                          SUPERSEDED SURVEY CONTROL
 OJ0226
 OJ0226  NGVD 29 (??/??/??)  178.018  (m)          584.05   (f) ADJUSTED    1 0
 OJ0226
 OJ0226.Superseded values are not recommended for survey control.
 OJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0226.See file dsdata.txt to determine how the superseded data were derived.
 OJ0226
 OJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ679561(NAD 83)
 OJ0226_MARKER: DD = SURVEY DISK
 OJ0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0226_SP_SET: FOUNDATION
 OJ0226_STAMPING: GAGE 1965 USLS
 OJ0226_MARK LOGO: USE   
 OJ0226_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0226
 OJ0226  HISTORY     - Date     Condition        Report By
 OJ0226  HISTORY     - 1965     MONUMENTED       USE
 OJ0226  HISTORY     - 1970     GOOD             USLS
 OJ0226  HISTORY     - 1976     GOOD             NOS
 OJ0226  HISTORY     - 1980     GOOD             NGS
 OJ0226  HISTORY     - 19941013 GOOD             NOS
 OJ0226  HISTORY     - 19951026 GOOD             NOS
 OJ0226
 OJ0226                          STATION DESCRIPTION
 OJ0226
 OJ0226'DESCRIBED BY US LAKE SURVEY 1970
 OJ0226'AT HARBOR BEACH.
 OJ0226'GAGE IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN ON HERCULES
 OJ0226'POWDER INC. COAL DOCK, ABOUT 130 FEET NORTHWEST OF END OF DOCK,
 OJ0226'AT SOUTH CORNER OF LAKE SURVEY GAGE HOUSE FOUNDATION, 1.1 FEET
 OJ0226'NORTHWEST OF SOUTHEAST EDGE AND 0.4 FEET NORTHEAST OF SOUTHWEST
 OJ0226'EDGE OF CONCRETE FOUNDATION, 1/2-FOOT ABOVE THE GROUND, BEING
 OJ0226'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 OJ0226'TOP OF THE FOUNDATION.  BM GAGE 1965
 OJ0226
 OJ0226                          STATION RECOVERY (1976)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0226'ON THE HERCULES POWDER INC. COAL DOCK, ABOUT 130 FT. NORTHWEST OF THE
 OJ0226'END OF THE DOCK, AT THE SOUTH CORNER OF THE GAGE HOUSE FOUNDATION,
 OJ0226'1.1 FT. NORTHWEST OF SOUTHEAST FACE AND 0.4 FOOT NORTHEAT OF SOUTHWEST
 OJ0226'FACE OF CONCRETE FOUNDATION, 1/2 FOOT ABOVE THE GROUND, BEING HIGHEST
 OJ0226'POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0226
 OJ0226                          STATION RECOVERY (1980)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0226'IN HARBOR BEACH, ON THE PROPERTY OF THE HERCULES POWDER INC, AT THE
 OJ0226'SOUTH CORNER OF THE LAKE SURVEY GAGE HOUSE, 0.3 METER (1.1 FEET)
 OJ0226'NORTHWEST OF SOUTHEAST EDGE OF THE FOUNDATION.
 OJ0226'THE MARK IS 0.15 M ABOVE GROUND.
 OJ0226
 OJ0226                          STATION RECOVERY (1994)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0226'GAGE IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN ON PROPERTY OF
 OJ0226'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) COAL DOCK, ABOUT
 OJ0226'39.6 M (129.9 FT) NORTHWEST OF END OF DOCK, AT SOUTH CORNER OF WATER
 OJ0226'LEVEL GAUGE HOUSE FOUNDATION, 0.3 M (1.0 FT) NORTHWEST OF SOUTHEAST
 OJ0226'EDGE AND .122 M (0.400 FT) NORTHEAST OF SOUTHWEST EDGE OF CONCRETE
 OJ0226'FOUNDATION, 0.15 M (0.49 FT) ABOVE THE GROUND, BEING HIGHEST POINT
 OJ0226'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE TOP OF THE
 OJ0226'FOUNDATION.
 OJ0226
 OJ0226                          STATION RECOVERY (1995)
 OJ0226
 OJ0226'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0226'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0219 ***********************************************************************
 OJ0219  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0219  DESIGNATION -  907 5014 GRIST
 OJ0219  PID         -  OJ0219
 OJ0219  STATE/COUNTY-  MI/HURON
 OJ0219  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0219
 OJ0219                         *CURRENT SURVEY CONTROL
 OJ0219  ___________________________________________________________________
 OJ0219* NAD 83(1986)-  43 50 42.     (N)    082 39 00.     (W)     SCALED    
 OJ0219* NAVD 88     -       180.305  (meters)     591.55   (feet)  ADJUSTED  
 OJ0219  ___________________________________________________________________
 OJ0219  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0219  DYNAMIC HT  -         180.276 (meters)     591.46  (feet)  COMP
 OJ0219  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 OJ0219
 OJ0219  VERT ORDER  -  FIRST     CLASS 0
 OJ0219
 OJ0219.The horizontal coordinates were scaled from a topographic map and have
 OJ0219.an estimated accuracy of +/- 6 seconds.
 OJ0219
 OJ0219.The orthometric height was determined by differential leveling
 OJ0219.and adjusted by the National Geodetic Survey in March 1997..
 OJ0219.WARNING-Repeat measurements at this control monument indicate possible
 OJ0219.vertical movement.
 OJ0219
 OJ0219.This Tidal Bench Mark is designated as VM 13046
 OJ0219.by the Center for Operational Oceanographic Products and Services.
 OJ0219
 OJ0219.The geoid height was determined by GEOID03.
 OJ0219
 OJ0219.The dynamic height is computed by dividing the NAVD 88
 OJ0219.geopotential number by the normal gravity value computed on the
 OJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0219.degrees latitude (g = 980.6199 gals.).
 OJ0219
 OJ0219.The modeled gravity was interpolated from observed gravity values.
 OJ0219
 OJ0219;                    North         East    Units  Estimated Accuracy
 OJ0219;SPC MI S     -   261,900.    4,138,040.      MT  (+/- 180 meters Scaled)
 OJ0219
 OJ0219                          SUPERSEDED SURVEY CONTROL
 OJ0219
 OJ0219  NAVD 88 (06/15/91)  180.300  (m)          591.53   (f) UNKNOWN     1 0
 OJ0219  NGVD 29 (??/??/??)  180.411  (m)          591.90   (f) ADJUSTED    1 0
 OJ0219
 OJ0219.Superseded values are not recommended for survey control.
 OJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0219.See file dsdata.txt to determine how the superseded data were derived.
 OJ0219
 OJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ673559(NAD 83)
 OJ0219_MARKER: Z = SEE DESCRIPTION
 OJ0219_SETTING: 57 = GALVANIZED STEEL PIPE IN SLEEVE (10 FT.+)
 OJ0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OJ0219_MARK LOGO: NONE  
 OJ0219_PROJECTION: RECESSED 28 CENTIMETERS
 OJ0219_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0219+STABILITY: POSITION/ELEVATION WELL
 OJ0219_ROD/PIPE-DEPTH: 5.8  meters
 OJ0219_SLEEVE-DEPTH  : 5.0 meters
 OJ0219
 OJ0219  HISTORY     - Date     Condition        Report By
 OJ0219  HISTORY     - 1970     MONUMENTED       USLS
 OJ0219  HISTORY     - 1970     GOOD             USLS
 OJ0219  HISTORY     - 1976     GOOD             NOS
 OJ0219  HISTORY     - 1980     GOOD             NGS
 OJ0219  HISTORY     - 19941013 GOOD             NOS
 OJ0219  HISTORY     - 19951026 GOOD             NOS
 OJ0219
 OJ0219                          STATION DESCRIPTION
 OJ0219
 OJ0219'DESCRIBED BY US LAKE SURVEY 1970
 OJ0219'AT HARBOR BEACH.
 OJ0219'GRIST IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY
 OJ0219'OF HERCULES POWDER INC., 127.6 FEET SOUTHEAST OF A 16 X 16 FOOT
 OJ0219'BRICK BUILDING NO. 8646, 78.7 FEET NORTHEAST OF SECOND UTILITY
 OJ0219'POLE SOUTH OF PLANT ROAD, 66.8 FEET EAST OF EYE BOLT SET IN
 OJ0219'EAST FACE OF MOST SOUTHERLY OF TWO TILE SILOS, 56.8 FEET SOUTH
 OJ0219'OF NORTHWEST CORNER OF RED BRICK BUILDING NO. 8206 (OLD
 OJ0219'GRISTMILL), 15.7 FEET SOUTHERLY OF SOUTHWEST CORNER OF BOTTOM
 OJ0219'STEP LEADING TO LOADING DOCK, 4.8 FEET WEST OF SOUTHWEST CORNER
 OJ0219'OF BUILDING NO. 8206, 1-1/2-FOOT BELOW THE GROUND SURFACE,
 OJ0219'BEING HIGHEST POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP
 OJ0219'OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE, 19 FEET LONG.  THE
 OJ0219'PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK
 OJ0219'IS PROTECTED BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER
 OJ0219'1-FOOT BELOW THE GROUND SURFACE.  BM GRIST 1970
 OJ0219
 OJ0219                          STATION RECOVERY (1976)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0219'ON PROPERTY OF HERCULES POWDER INC., 127.6 FT. SOUTHEAST OF A 16 BY 16
 OJ0219'FOOT BRICK BUILDING, NO 8646, 78.7 FT. NORTHEAST OF THE SECOND UTILITY
 OJ0219'POLE SOUTH OF PLANT ROAD, 56.8 FT. SOUTH OF NORTHWEST CORNER AND 4.8
 OJ0219'FT. WEST OF SOUTHWEST CORNER OF RED BRICK BUILDING NO. 8206 OLD
 OJ0219'GRISTMILL, 1 1/2 FT. BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 OJ0219'TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8 INCH DIAMETER GALVANIZED
 OJ0219'STEEL PIPE, 19 FT. LONG. THE PIPE IS ENCASED IN A 1 INCH DIAMETER
 OJ0219'STEEL PIPE AND THE MARK IS PORTECTED BY A 6 INCH DIAMETER CONCRETE
 OJ0219'PIPE WITH COVER 1 FOOT BELOW THE GROUND SURFACE.
 OJ0219
 OJ0219                          STATION RECOVERY (1980)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0219'IN HARBOR BEACH, ON PROPERTY OF HERCULES POWER INC, NEAT THE
 OJ0219'SOUTHWEST CORNER OF BUILDING NUMBER 8206. 20.4 METERS (66.8 FEET)
 OJ0219'EAST OF AN EYE BOLT SET IN TNE EAST FACE OF MOST SOUTHERLY OF TWO
 OJ0219'SILOS, 4.8 METERS (15.7 FEET) SOUTH OF THE SOUTHWEST CORNER OF
 OJ0219'SOUTHWEST CORNER OF BUILDING.
 OJ0219'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0219
 OJ0219                          STATION RECOVERY (1994)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0219'GRIST IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0219'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) , ON THE SOUTH SIDE
 OJ0219'OF THE ROAD LEADING TO THE HERCULES POWER INC.  DOCK.  38.9 M (127.6
 OJ0219'FT) SOUTHEAST OF A 16X16 FOOT BRICK BUILDING NUMBER 8646, 31.4 M
 OJ0219'(103.0 FT) WEST OF POWER POLE DE871/5004.  25.0 M (82.0 FT)
 OJ0219'SOUTH-SOUTHWEST OF CENTERLINE OF PLANT ROAD.  3.75 M (12.30 FT) EAST
 OJ0219'OF MOST EASTERLY RAILROAD TRACK, 2.0 FT (0.6 M) NORTH OF NOAA WITNESS
 OJ0219'POST, 0.46 M (1.51 FT) BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OJ0219'ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER
 OJ0219'GALVANIZED STEEL PIPE, 5.8 M (19.0 FT) LONG.  THE PIPE IS ENCASED IN A
 OJ0219'1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 OJ0219'DIAMETER CONCRETE PIPE WITH COVER .30 M (0.98 FT) BELOW THE GROUND
 OJ0219'SURFACE.
 OJ0219
 OJ0219                          STATION RECOVERY (1995)
 OJ0219
 OJ0219'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0219'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0225 ***********************************************************************
 OJ0225  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0225  DESIGNATION -  907 5014 HURON
 OJ0225  PID         -  OJ0225
 OJ0225  STATE/COUNTY-  MI/HURON
 OJ0225  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0225
 OJ0225                         *CURRENT SURVEY CONTROL
 OJ0225  ___________________________________________________________________
 OJ0225* NAD 83(1986)-  43 50 46.     (N)    082 38 44.     (W)     SCALED    
 OJ0225* NAVD 88     -       177.606  (meters)     582.70   (feet)  ADJUSTED  
 OJ0225  ___________________________________________________________________
 OJ0225  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0225  DYNAMIC HT  -         177.577 (meters)     582.60  (feet)  COMP
 OJ0225  MODELED GRAV-     980,450.4   (mgal)                       NAVD 88
 OJ0225
 OJ0225  VERT ORDER  -  FIRST     CLASS 0
 OJ0225
 OJ0225.The horizontal coordinates were scaled from a topographic map and have
 OJ0225.an estimated accuracy of +/- 6 seconds.
 OJ0225
 OJ0225.The orthometric height was determined by differential leveling
 OJ0225.and adjusted by the National Geodetic Survey in June 1991..
 OJ0225
 OJ0225.This Tidal Bench Mark is designated as VM 13043
 OJ0225.by the Center for Operational Oceanographic Products and Services.
 OJ0225
 OJ0225.The geoid height was determined by GEOID03.
 OJ0225
 OJ0225.The dynamic height is computed by dividing the NAVD 88
 OJ0225.geopotential number by the normal gravity value computed on the
 OJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0225.degrees latitude (g = 980.6199 gals.).
 OJ0225
 OJ0225.The modeled gravity was interpolated from observed gravity values.
 OJ0225
 OJ0225;                    North         East    Units  Estimated Accuracy
 OJ0225;SPC MI S     -   262,030.    4,138,400.      MT  (+/- 180 meters Scaled)
 OJ0225
 OJ0225                          SUPERSEDED SURVEY CONTROL
 OJ0225
 OJ0225  NGVD 29 (??/??/??)  177.717  (m)          583.06   (f) ADJUSTED    1 0
 OJ0225
 OJ0225.Superseded values are not recommended for survey control.
 OJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0225.See file dsdata.txt to determine how the superseded data were derived.
 OJ0225
 OJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ677560(NAD 83)
 OJ0225_MARKER: Z = SEE DESCRIPTION
 OJ0225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0225+WITH SETTING: INFORMATION.
 OJ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0225_MARK LOGO: NONE  
 OJ0225_PROJECTION: FLUSH
 OJ0225_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0225_ROD/PIPE-DEPTH: 1.52 meters
 OJ0225
 OJ0225  HISTORY     - Date     Condition        Report By
 OJ0225  HISTORY     - 1940     MONUMENTED       USLS
 OJ0225  HISTORY     - 1970     GOOD             USLS
 OJ0225  HISTORY     - 1976     GOOD             NOS
 OJ0225  HISTORY     - 1977     GOOD             LOCSUR
 OJ0225  HISTORY     - 1980     GOOD             NGS
 OJ0225  HISTORY     - 19941013 GOOD             NOS
 OJ0225  HISTORY     - 19951026 GOOD             NOS
 OJ0225
 OJ0225                          STATION DESCRIPTION
 OJ0225
 OJ0225'DESCRIBED BY US LAKE SURVEY 1970
 OJ0225'AT HARBOR BEACH.
 OJ0225'HURON IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN NEAR WEST END OF
 OJ0225'THE HERCULES POWDER INC. DOCK, 93.4 FEET NORTHWEST OF THE FOURTH
 OJ0225'AND 70.0 FEET NORTHEAST OF THE THIRD UTILITY POLE INSIDE GAGE
 OJ0225'ALONG ROAD LEADING TO THE DOCK, ABOUT 20 FEET SOUTH OF SOUTH RAIL
 OJ0225'OF RAILROAD, INCLOSED IN A 3-INCH IRON PIPE CAPPED BY A THREADED
 OJ0225'COVER, THE PIPE BEING INCASED IN A CONCRETE MONUMENT RESTING
 OJ0225'ON BED ROCK, BEING HIGHEST POINT ON TOP OF A 7/8-INCH DIAMETER
 OJ0225'IRON ROD, 5 FEET LONG FOX-WEDGED INTO BEDROCK.  BM HURON 1940
 OJ0225
 OJ0225                          STATION RECOVERY (1976)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0225'NEAR WEST END OF THE HERCULES POWDER INC. DOCK, 93.4 FT. NORTHWEST OF
 OJ0225'THE FOURTH AND 70.0 FT. NORTHEAST OF THE THIRD UTILITY POLE ALONG ROAD
 OJ0225'LEADING TO THE DOCK, 20 FT. SOUTH OF SOUTH RAIL OF TRACKS, ENCLOSED IN
 OJ0225'A 3 INCH IRON PIPE CAPPED BY A THREADED COVER, THE PIPE BEING ENCASED
 OJ0225'IN A CONCRETE MONUMENT RESTING ON BEDROCK, BEING HIGHEST POINT ON TOP
 OJ0225'OF A 7/8 INCH DIAMETER IRON ROD, 5 FEET LONG FOX-WEDGED INTO BEDROCK.
 OJ0225
 OJ0225                          STATION RECOVERY (1977)
 OJ0225
 OJ0225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 OJ0225'RECOVERED IN GOOD CONDITION.
 OJ0225
 OJ0225                          STATION RECOVERY (1980)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0225'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC, NEAR THE
 OJ0225'WEST END OF THE DOCK,28.4 METERS (93.4 FEET) NORTHWEST OF POWER
 OJ0225'POLE NUMBER DE4865R9, 24.4 METERS (70.0 FEET) NORTHEAST OF POWER
 OJ0225'POLE NUMBER DE7340G5, 6.1 METERS (20.0 FEET) SOUTH OF THE SOUTH
 OJ0225'RAIL OF THE SPUR TRACK.
 OJ0225'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 OJ0225'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0225
 OJ0225                          STATION RECOVERY (1994)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0225'HURON IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN ON PROPERTY OF
 OJ0225'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) ALONG ROAD LEADING
 OJ0225'TO DOCK, NEAR WEST END OF DOCK, 28.4 M (93.2 FT) NORTHWEST OF POWER
 OJ0225'POLE DE48 WITH LIGHT, 21.34 M (70.01 FT) NORTHEAST OF POWER POLE WITH
 OJ0225'TRANSFORMER 30A-540.  ALONG ROAD LEADING TO THE DOCK, INCLOSED IN A
 OJ0225'3-INCH IRON PIPE CAPPED BY A THREADED COVER, THE PIPE BEING INCASED IN
 OJ0225'A CONCRETE MONUMENT RESTING ON BED ROCK, BEING HIGHEST POINT ON TOP OF
 OJ0225'A 7/8-INCH DIAMETER IRON ROD, 1.5 M (4.9 FT) LONG FOX-WEDGED INTO
 OJ0225'BEDROCK.
 OJ0225
 OJ0225                          STATION RECOVERY (1995)
 OJ0225
 OJ0225'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0225'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0224 ***********************************************************************
 OJ0224  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0224  DESIGNATION -  907 5014 HURON DISK
 OJ0224  PID         -  OJ0224
 OJ0224  STATE/COUNTY-  MI/HURON
 OJ0224  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0224
 OJ0224                         *CURRENT SURVEY CONTROL
 OJ0224  ___________________________________________________________________
 OJ0224* NAD 83(1986)-  43 50 45.     (N)    082 38 45.     (W)     SCALED    
 OJ0224* NAVD 88     -       177.582  (meters)     582.62   (feet)  ADJUSTED  
 OJ0224  ___________________________________________________________________
 OJ0224  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0224  DYNAMIC HT  -         177.552 (meters)     582.52  (feet)  COMP
 OJ0224  MODELED GRAV-     980,450.4   (mgal)                       NAVD 88
 OJ0224
 OJ0224  VERT ORDER  -  FIRST     CLASS 0
 OJ0224
 OJ0224.The horizontal coordinates were scaled from a topographic map and have
 OJ0224.an estimated accuracy of +/- 6 seconds.
 OJ0224
 OJ0224.The orthometric height was determined by differential leveling
 OJ0224.and adjusted by the National Geodetic Survey in June 1991..
 OJ0224
 OJ0224.This Tidal Bench Mark is designated as VM 13042
 OJ0224.by the Center for Operational Oceanographic Products and Services.
 OJ0224
 OJ0224.The geoid height was determined by GEOID03.
 OJ0224
 OJ0224.The dynamic height is computed by dividing the NAVD 88
 OJ0224.geopotential number by the normal gravity value computed on the
 OJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0224.degrees latitude (g = 980.6199 gals.).
 OJ0224
 OJ0224.The modeled gravity was interpolated from observed gravity values.
 OJ0224
 OJ0224;                    North         East    Units  Estimated Accuracy
 OJ0224;SPC MI S     -   262,000.    4,138,380.      MT  (+/- 180 meters Scaled)
 OJ0224
 OJ0224                          SUPERSEDED SURVEY CONTROL
 OJ0224
 OJ0224  NGVD 29 (??/??/??)  177.692  (m)          582.98   (f) ADJUSTED    1 0
 OJ0224
 OJ0224.Superseded values are not recommended for survey control.
 OJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0224.See file dsdata.txt to determine how the superseded data were derived.
 OJ0224
 OJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ677560(NAD 83)
 OJ0224_MARKER: DD = SURVEY DISK
 OJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0224_STAMPING: ECCEN RCH 1941
 OJ0224_MARK LOGO: USLS  
 OJ0224_PROJECTION: FLUSH
 OJ0224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0224+STABILITY: SURFACE MOTION
 OJ0224
 OJ0224  HISTORY     - Date     Condition        Report By
 OJ0224  HISTORY     - 1941     MONUMENTED       USLS
 OJ0224  HISTORY     - 1970     GOOD             USLS
 OJ0224  HISTORY     - 1976     GOOD             NOS
 OJ0224  HISTORY     - 1980     GOOD             NGS
 OJ0224  HISTORY     - 19941013 GOOD             NOS
 OJ0224  HISTORY     - 19951026 GOOD             NOS
 OJ0224
 OJ0224                          STATION DESCRIPTION
 OJ0224
 OJ0224'DESCRIBED BY US LAKE SURVEY 1970
 OJ0224'AT HARBOR BEACH.
 OJ0224'HURON DISK IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, NEAR WEST
 OJ0224'END OF THE HERCULES POWDER INC. DOCK, 93.0 FEET NORTHWEST OF THE
 OJ0224'FOURTH AND 69.7 FEET NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0224'GATE ALONG ROAD LEADING TO THE DOCK, ABOUT 20.6 FEET SOUTH OF
 OJ0224'THE SOUTH RAIL OF RAILROAD, BEING HIGHEST POINT OVER CROSS
 OJ0224'AT CENTER OF BRONZE DISC SET INTO TOP OF THE CONCRETE MONUMENT
 OJ0224'INCASING PIPE INCLOSING B.M. HURON.  BM HURON DISK 1941
 OJ0224
 OJ0224                          STATION RECOVERY (1976)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0224'NEAR WEST END OF THE HERCULES POWDER INC. DOCK, 93 FT. NORTHWEST OF
 OJ0224'THE FOURTH AND 69.7 FT. NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0224'GATE ALONG ROAD LEADING TO THE DOCK, 20.6 FT. SOUTH OF SOUTH RAIL OF
 OJ0224'TRACKS, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 OJ0224'INTO THE TOP OF THE CONCRETE MONUMENT ENCASING PIPE ENCLOSING.
 OJ0224
 OJ0224                          STATION RECOVERY (1980)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0224'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC, NEAR THE
 OJ0224'WEST END OF DOCK. 28.3 METERS (93.0 FEET) NORTHWEST OF POWER POLE
 OJ0224'NUMBER DE4865R9, 21.2 METERS (69.7 FEET) NORTHEAST OF POWER POLE
 OJ0224'NUMBER DE7340G5, 6.2 METERS (20.6 FEET) SOUTH OF THE SOUTH RAIL
 OJ0224'OF THE SPUR TRACK, NOTE, THE DISK IS SET IN THE CONCRETE FOR THE
 OJ0224'PROTECTIVE PIPE AROUND BM HURON.
 OJ0224'THE MARK IS 0.5 METERS  SE FROM A WITNESS POST.
 OJ0224'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0224
 OJ0224                          STATION RECOVERY (1994)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0224'HURON DISK IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0224'CHAMPLAIN INDUSTRIES (FORMER HERCLUES POWDER INC.) , NEAR WEST END OF
 OJ0224'THE DOCK, 28.3 M (92.8 FT) NORTHWEST OF THE FOURTH UTILITY POLE NUMBER
 OJ0224'DE4865R9 AND 21.2 M (69.6 FT) NORTHEAST OF THE THIRD UTILITY POLE
 OJ0224'NUMBER DE7340G5 INSIDE GATE ALONG ROAD LEADING TO THE DOCK, 6.2 M
 OJ0224'(20.3 FT) SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, BEING HIGHEST
 OJ0224'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE CONCRETE
 OJ0224'MONUMENT.  NOTE--THE DISK IS SET IN THE CONCRETE FOR THE PROTECTIVE
 OJ0224'PIPE AROUND BM HURON.
 OJ0224
 OJ0224                          STATION RECOVERY (1995)
 OJ0224
 OJ0224'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0221 ***********************************************************************
 OJ0221  DESIGNATION -  907 5014 MILL USLS
 OJ0221  PID         -  OJ0221
 OJ0221  STATE/COUNTY-  MI/HURON
 OJ0221  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0221
 OJ0221                         *CURRENT SURVEY CONTROL
 OJ0221  ___________________________________________________________________
 OJ0221* NAD 83(1986)-  43 50 44.     (N)    082 38 51.     (W)     SCALED    
 OJ0221* NAVD 88     -       178.968  (meters)     587.16   (feet)  ADJUSTED  
 OJ0221  ___________________________________________________________________
 OJ0221  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0221  DYNAMIC HT  -         178.939 (meters)     587.07  (feet)  COMP
 OJ0221  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 OJ0221
 OJ0221  VERT ORDER  -  FIRST     CLASS 0
 OJ0221
 OJ0221.The horizontal coordinates were scaled from a topographic map and have
 OJ0221.an estimated accuracy of +/- 6 seconds.
 OJ0221
 OJ0221.The orthometric height was determined by differential leveling
 OJ0221.and adjusted by the National Geodetic Survey in June 1991..
 OJ0221
 OJ0221.The geoid height was determined by GEOID03.
 OJ0221
 OJ0221.The dynamic height is computed by dividing the NAVD 88
 OJ0221.geopotential number by the normal gravity value computed on the
 OJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0221.degrees latitude (g = 980.6199 gals.).
 OJ0221
 OJ0221.The modeled gravity was interpolated from observed gravity values.
 OJ0221
 OJ0221;                    North         East    Units  Estimated Accuracy
 OJ0221;SPC MI S     -   261,970.    4,138,240.      MT  (+/- 180 meters Scaled)
 OJ0221
 OJ0221                          SUPERSEDED SURVEY CONTROL
 OJ0221
 OJ0221  NGVD 29 (??/??/??)  179.076  (m)          587.52   (f) ADJUSTED    1 0
 OJ0221
 OJ0221.Superseded values are not recommended for survey control.
 OJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0221.See file dsdata.txt to determine how the superseded data were derived.
 OJ0221
 OJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ675560(NAD 83)
 OJ0221_MARKER: DD = SURVEY DISK
 OJ0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0221_SP_SET: FOUNDATION
 OJ0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0221
 OJ0221  HISTORY     - Date     Condition        Report By
 OJ0221  HISTORY     - 1963     MONUMENTED       USLS
 OJ0221  HISTORY     - 1970     GOOD             USLS
 OJ0221  HISTORY     - 1976     GOOD             NOS
 OJ0221  HISTORY     - 1980     GOOD             NGS
 OJ0221
 OJ0221                          STATION DESCRIPTION
 OJ0221
 OJ0221'DESCRIBED BY US LAKE SURVEY 1970
 OJ0221'AT HARBOR BEACH.
 OJ0221'MILL IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON NORTHERLY
 OJ0221'SIDE OF ROAD LEADING TO THE HERCULES POWDER INC. DOCK, ABOUT
 OJ0221'140 FEET NORTHWEST OF SECOND UTILITY POLE INSIDE GATE ALONG ROAD,
 OJ0221'ON SOUTHEAST FACE AND 1.0 FOOT FROM EAST CORNER OF THE NORTHEAST
 OJ0221'EXTENSION OF THE MAIN BUILDING, 4 FEET ABOVE THE GROUND, BEING
 OJ0221'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 OJ0221'FOUNDATION.  BM MILL 1963
 OJ0221
 OJ0221                          STATION RECOVERY (1976)
 OJ0221
 OJ0221'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0221'ON THE NORTH SIDE OF THE ROAD LEADING TO THE HERCULES POWDER INC. DOCK
 OJ0221'140 FT. NORTHWEST OF SECOND UTILITY POLE INSIDE GATE ALONG ROAD, ON
 OJ0221'SOUTHEAST FACE AND 1.0 FT. FROM EAST CORNER OF THE NORTHEAST EXTENSION
 OJ0221'OF THE MAIN BUILDING, 4 FT. ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 OJ0221'CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE FOUNDATION.
 OJ0221
 OJ0221                          STATION RECOVERY (1980)
 OJ0221
 OJ0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0221'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWDER INC., SET
 OJ0221'VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST EXTENSION ON
 OJ0221'BUILDING NUMBER 50, WHICH IS THE FIRST BUILDING NORTHWEST OF THE
 OJ0221'7 LARGE BLUE SILOS, AND 0.3 METER (1.0 FOOT) SOUTHWEST OF THE EAST
 OJ0221'CORNER OF THE EXTENSION.
 OJ0221'THE MARK IS 1.2 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0228 ***********************************************************************
 OJ0228  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0228  DESIGNATION -  907 5014 MILLING
 OJ0228  PID         -  OJ0228
 OJ0228  STATE/COUNTY-  MI/HURON
 OJ0228  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0228
 OJ0228                         *CURRENT SURVEY CONTROL
 OJ0228  ___________________________________________________________________
 OJ0228* NAD 83(1986)-  43 50 45.     (N)    082 38 41.     (W)     SCALED    
 OJ0228* NAVD 88     -       177.629  (meters)     582.77   (feet)  ADJUSTED  
 OJ0228  ___________________________________________________________________
 OJ0228  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0228  DYNAMIC HT  -         177.600 (meters)     582.68  (feet)  COMP
 OJ0228  MODELED GRAV-     980,450.5   (mgal)                       NAVD 88
 OJ0228
 OJ0228  VERT ORDER  -  SECOND    CLASS I
 OJ0228
 OJ0228.The horizontal coordinates were scaled from a topographic map and have
 OJ0228.an estimated accuracy of +/- 6 seconds.
 OJ0228
 OJ0228.The orthometric height was determined by differential leveling
 OJ0228.and adjusted by the National Geodetic Survey in May 2000..
 OJ0228.WARNING-Repeat measurements at this control monument indicate possible
 OJ0228.vertical movement.
 OJ0228
 OJ0228.This Tidal Bench Mark is designated as VM 13040
 OJ0228.by the Center for Operational Oceanographic Products and Services.
 OJ0228
 OJ0228.The geoid height was determined by GEOID03.
 OJ0228
 OJ0228.The dynamic height is computed by dividing the NAVD 88
 OJ0228.geopotential number by the normal gravity value computed on the
 OJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0228.degrees latitude (g = 980.6199 gals.).
 OJ0228
 OJ0228.The modeled gravity was interpolated from observed gravity values.
 OJ0228
 OJ0228;                    North         East    Units  Estimated Accuracy
 OJ0228;SPC MI S     -   262,000.    4,138,470.      MT  (+/- 180 meters Scaled)
 OJ0228
 OJ0228                          SUPERSEDED SURVEY CONTROL
 OJ0228
 OJ0228  NAVD 88 (03/25/97)  177.601  (m)          582.68   (f) UNKNOWN     1 0
 OJ0228  NAVD 88 (06/15/91)  177.583  (m)          582.62   (f) UNKNOWN     1 0
 OJ0228  NGVD 29 (??/??/??)  177.693  (m)          582.98   (f) ADJUSTED    1 0
 OJ0228
 OJ0228.Superseded values are not recommended for survey control.
 OJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0228.See file dsdata.txt to determine how the superseded data were derived.
 OJ0228
 OJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ677560(NAD 83)
 OJ0228_MARKER: I = METAL ROD
 OJ0228_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OJ0228+WITH SETTING: INFORMATION.
 OJ0228_SP_SET: IRON ROD
 OJ0228_MARK LOGO: NONE  
 OJ0228_PROJECTION: PROJECTING 3 CENTIMETERS
 OJ0228_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0228_ROD/PIPE-DEPTH: 3.05 meters
 OJ0228
 OJ0228  HISTORY     - Date     Condition        Report By
 OJ0228  HISTORY     - 1954     MONUMENTED       USLS
 OJ0228  HISTORY     - 1970     GOOD             USLS
 OJ0228  HISTORY     - 1976     GOOD             NOS
 OJ0228  HISTORY     - 1980     GOOD             NGS
 OJ0228  HISTORY     - 19941013 GOOD             NOS
 OJ0228  HISTORY     - 19951026 GOOD             NOS
 OJ0228
 OJ0228                          STATION DESCRIPTION
 OJ0228
 OJ0228'DESCRIBED BY US LAKE SURVEY 1970
 OJ0228'AT HARBOR BEACH.
 OJ0228'MILLING IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, NEAR WEST
 OJ0228'END OF THE HERCULES POWDER INC. DOCK, ON NORTH SIDE OF RAIL SPUR
 OJ0228'LEADING ONTO THE DOCK, ABOUT 110 FEET WEST OF SECOND UTILITY
 OJ0228'POLE FROM OUTER END OF THE DOCK, 59.5 FEET NORTH OF THE NORTH
 OJ0228'RAIL, IN LINE WITH EAST FACE OF A FRAME TWO-STORY WAREHOUSE,
 OJ0228'0.9 FOOT SOUTH OF THE SOUTHEAST CORNER, 1/4-FOOT ABOVE THE GROUND
 OJ0228'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON
 OJ0228'ROD, 9-1/2 FEET LONG.  BM MILLING 1954
 OJ0228
 OJ0228                          STATION RECOVERY (1976)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0228'NEAR THE WEST END OF THE HERCULES POWDER INC. DOCK, ON NORTH SIDE OF
 OJ0228'RAIL SPUR LEADING ONTO THE DOCK, ABOUT 110 FT. WEST OF THE SECOND
 OJ0228'UTILITY POLE FROM OUTER END OF THE DOCK, 59.5 FT. NORTH OF THE NORTH
 OJ0228'RAIL, 0.9 FOOT SOUTH OF THE SOUTHEAST CORNER AND IN INE WITH EAST FACE
 OJ0228'OF A FRAME TWO STORY WAREHOUE, 1/4 FOOT ABOVE THE GROUND SURFACE BEING
 OJ0228'HIGHEST POINT ON TOP OF A 1 INCH DIAMETER IRON ROD 9 1/2 FEET LONG.
 OJ0228
 OJ0228                          STATION RECOVERY (1980)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0228'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC. AT AN OLD
 OJ0228'TWO STORY FRAME WAREHOUSE ON ROAD TO COAL DOCK, 33.52 METERS (110
 OJ0228'.0 FEET) WEST OF THE SECOND POWER POLE FROM THE OUTER END OF THE
 OJ0228'DOCK, 18.14 METERS (59.0 FEET) NORTH OF THE NORTH RAIL OF TRACK
 OJ0228'TO DOCK, 0.27 METER (0.9 FOOT) SOUTH OF THE SOUTHEAST CORNER OF
 OJ0228'THE WAREHOUSE.
 OJ0228'THE MARK IS 0.1 M ABOVE GROUND.
 OJ0228
 OJ0228                          STATION RECOVERY (1994)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0228'MILLING IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0228'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) , NEAR WEST END OF
 OJ0228'COAL DOCK, AT AN OLD TWO STORY FRAME WAREHOUSE ALONG ROAD LEADING TO
 OJ0228'DOCK, 33.52 M (109.97 FT) WEST OF SECOND UTILITY POLE FROM OUTER END
 OJ0228'OF THE DOCK, 24.0FT NORTHEAST OF THE CONTERLINE OF A DIRT ROAD LEADING
 OJ0228'TO GAGE HOUSE.  IN LINE WITH EAST FACE AND 0.27 M (0.89 FT) SOUTH OF
 OJ0228'THE SOUTHEAST CORNER OF WAREHOUSE, 0.07 M (0.23 FT) ABOVE THE GROUND
 OJ0228'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD,
 OJ0228'2.90 M (9.51 FT) LONG.
 OJ0228
 OJ0228                          STATION RECOVERY (1995)
 OJ0228
 OJ0228'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0228'MILLING IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON THE PROPERTY OF
 OJ0228'DOW ELAMCO, NEAR THE WEST END OF THE OLD COAL DOCKS, (NO LONGER
 OJ0228'THERE.) 118.0 FT (36.0 M) WEST OF SECOND UTILITY POLE NO.  DEGD9040
 OJ0228'FROM END OF DOCK.  70.4 FT (21.5 M) EAST OF POWER POLE NO.  DE480B2,
 OJ0228'BEING LAST POLE IN LINE.  40.5 FT (12.3 M) SOUTH-SOUTHWEST OF THE TOP
 OJ0228'EDGE OF THE BANK WHERE ROCKS START.  25.5 FT (7.8 M) NORTHEAST OF THE
 OJ0228'CENTER OF GRAVEL DRIVE.  BEING HIGHEST POINT ON TOP OF A 1-INCH
 OJ0228'DIAMETER IRON ROD, 9.51 FT (2.90 M) LONG, SURROUNDED BY A 5 INCH PVC
 OJ0228'PIPE AND ALUMINUM ACCESS COVER WITH CONCRETE KICK BLOCK FLUSH WITH THE
 OJ0228'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0223 ***********************************************************************
 OJ0223  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0223  DESIGNATION -  907 5014 RAIL A
 OJ0223  PID         -  OJ0223
 OJ0223  STATE/COUNTY-  MI/HURON
 OJ0223  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0223
 OJ0223                         *CURRENT SURVEY CONTROL
 OJ0223  ___________________________________________________________________
 OJ0223* NAD 83(1986)-  43 50 45.     (N)    082 38 45.     (W)     SCALED    
 OJ0223* NAVD 88     -       177.626  (meters)     582.76   (feet)  ADJUSTED  
 OJ0223  ___________________________________________________________________
 OJ0223  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0223  DYNAMIC HT  -         177.596 (meters)     582.66  (feet)  COMP
 OJ0223  MODELED GRAV-     980,450.4   (mgal)                       NAVD 88
 OJ0223
 OJ0223  VERT ORDER  -  SECOND    CLASS I
 OJ0223
 OJ0223.The horizontal coordinates were scaled from a topographic map and have
 OJ0223.an estimated accuracy of +/- 6 seconds.
 OJ0223
 OJ0223.The orthometric height was determined by differential leveling
 OJ0223.and adjusted by the National Geodetic Survey in May 2000..
 OJ0223.WARNING-Repeat measurements at this control monument indicate possible
 OJ0223.vertical movement.
 OJ0223
 OJ0223.This Tidal Bench Mark is designated as VM 13041
 OJ0223.by the Center for Operational Oceanographic Products and Services.
 OJ0223
 OJ0223.The geoid height was determined by GEOID03.
 OJ0223
 OJ0223.The dynamic height is computed by dividing the NAVD 88
 OJ0223.geopotential number by the normal gravity value computed on the
 OJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0223.degrees latitude (g = 980.6199 gals.).
 OJ0223
 OJ0223.The modeled gravity was interpolated from observed gravity values.
 OJ0223
 OJ0223;                    North         East    Units  Estimated Accuracy
 OJ0223;SPC MI S     -   262,000.    4,138,380.      MT  (+/- 180 meters Scaled)
 OJ0223
 OJ0223                          SUPERSEDED SURVEY CONTROL
 OJ0223
 OJ0223  NAVD 88 (06/15/91)  177.631  (m)          582.78   (f) UNKNOWN     1 0
 OJ0223  NGVD 29 (??/??/??)  177.742  (m)          583.14   (f) ADJUSTED    1 0
 OJ0223
 OJ0223.Superseded values are not recommended for survey control.
 OJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0223.See file dsdata.txt to determine how the superseded data were derived.
 OJ0223
 OJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ677560(NAD 83)
 OJ0223_MARKER: Z = SEE DESCRIPTION
 OJ0223_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OJ0223_SP_SET: IRON ROD
 OJ0223_MARK LOGO: NONE  
 OJ0223_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0223_ROD/PIPE-DEPTH: 1.22 meters
 OJ0223
 OJ0223  HISTORY     - Date     Condition        Report By
 OJ0223  HISTORY     - 1970     MONUMENTED       USLS
 OJ0223  HISTORY     - 1970     GOOD             USLS
 OJ0223  HISTORY     - 1976     GOOD             NOS
 OJ0223  HISTORY     - 1980     GOOD             NGS
 OJ0223  HISTORY     - 19910725 GOOD             NOS
 OJ0223  HISTORY     - 19951026 GOOD             NOS
 OJ0223
 OJ0223                          STATION DESCRIPTION
 OJ0223
 OJ0223'DESCRIBED BY US LAKE SURVEY 1970
 OJ0223'AT HARBOR BEACH.
 OJ0223'RAIL A IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, NEAR WEST
 OJ0223'END OF THE HERCULES POWDER INC. DOCK, 98.4 FEET NORTHWEST OF THE
 OJ0223'FOURTH AND 82.5 FEET NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0223'GATE ALONG ROAD LEADING TO THE DOCK, 3.2 FEET SOUTH OF SOUTH
 OJ0223'RAIL OF THE MOST SOUTHERLY RAILROAD TRACK, JUST BELOW THE GROUND
 OJ0223'SURFACE, BEING HIGHEST POINT ON TOP OF A 2 X 4-INCH IRON ROD.
 OJ0223'BM RAIL A 1957
 OJ0223
 OJ0223                          STATION RECOVERY (1976)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0223'NEAR WEST END OF THE HERCULES POWDER INC. DOCK, 98.4 FT. NORTHWEST OF
 OJ0223'THE FOURTH AND 82.5 FT. NORTHEAST OF THE THIRD UTILITY POLE INSIDE
 OJ0223'GATE ALONG ROAD LEADING TO THE DOCK, 3.2 FT. SOUTH OF SOUTH RAIL OF
 OJ0223'THE MOST SOUTHERLY RAILROAD TRACK, JUST BELOW GROUND SURFACE, BEING
 OJ0223'HIGHEST POINT ON TOP OF A 2 BY 4 INCH IRON ROD.
 OJ0223
 OJ0223                          STATION RECOVERY (1980)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0223'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC, NEAR THE
 OJ0223'WEST END OF THE DOCK, 29.9 METERS (98.4 FEET) NORTHWEST OF POWER
 OJ0223'POLE NUMBER DE4865R9, 25.1 METERS (82.5 FEET) NORTHEAST OF POWER
 OJ0223'POLE NUMBER D340G5, 1.0 METER (3.2 FEET) SOUTH OF THE SOUTH RAIL
 OJ0223'2 X 4-INCH METAL ROD.
 OJ0223'THE MARK IS 5.2 METERS  N FROM A WITNESS POST.
 OJ0223'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0223
 OJ0223                          STATION RECOVERY (1991)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (CNC)
 OJ0223'RAIL A IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0223'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.) , NEAR THE WEST END
 OJ0223'OF THE DOCK, 29.9 M (98.1 FT) NORTHWEST OF THE FOURTH UTILITY POLE
 OJ0223'NUMBER DE4865R9 AND 25.1 M (82.3 FT) NORTHEAST OF THE THIRD UTILITY
 OJ0223'POLE NUMBER D340G5 INSIDE GATE ALONG ROAD LEADING TO THE DOCK, 1.0 M
 OJ0223'(3.3 FT) SOUTH OF SOUTH RAIL OF THE MOST SOUTHERLY RAILROAD TRACK,
 OJ0223'JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 2 X
 OJ0223'4-INCH IRON ROD.
 OJ0223
 OJ0223                          STATION RECOVERY (1995)
 OJ0223
 OJ0223'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0223'RAIL A IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0223'CHAMPLAIN INDUSTRIES (FORMER HERCULES POWDER INC.), NEAR WEST END OF
 OJ0223'COAL DOCK, 98.1 FT (29.9 M) NORTHWEST OF THE SECOND POLE FROM GATE.
 OJ0223'82.3 FT (25.1 M) NORTHEAST OF THE FIRST POLE INSIDE GATE ALONG ROAD TO
 OJ0223'THE DOCK.  18.3 FT (5.6 M) NORTH OF BM HURON.  17.7 FT (5.4 M) NORTH
 OJ0223'OF HURON DISK.  17.2 FT (5.2 M) NORTH OF A METAL WITNESS POST. MARK IS
 OJ0223'THE TOP OF A 2 INCH BY 4 INCH IRON RAIL 6 INCHES BELOW THE GRAVEL.
 OJ0223'PROTECTED BY A 5 INCH PVC PIPE WITH ALUMINUM ACCESS COVER SURROUNDED
 OJ0223'BY A MASS OF CONCRETE FLUSH WITH THE GRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0227 ***********************************************************************
 OJ0227  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0227  DESIGNATION -  907 5014 SPIKE
 OJ0227  PID         -  OJ0227
 OJ0227  STATE/COUNTY-  MI/HURON
 OJ0227  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0227
 OJ0227                         *CURRENT SURVEY CONTROL
 OJ0227  ___________________________________________________________________
 OJ0227* NAD 83(1986)-  43 50 46.     (N)    082 38 34.     (W)     SCALED    
 OJ0227* NAVD 88     -       178.003  (meters)     584.00   (feet)  ADJUSTED  
 OJ0227  ___________________________________________________________________
 OJ0227  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0227  DYNAMIC HT  -         177.973 (meters)     583.90  (feet)  COMP
 OJ0227  MODELED GRAV-     980,450.3   (mgal)                       NAVD 88
 OJ0227
 OJ0227  VERT ORDER  -  SECOND    CLASS I
 OJ0227
 OJ0227.The horizontal coordinates were scaled from a topographic map and have
 OJ0227.an estimated accuracy of +/- 6 seconds.
 OJ0227
 OJ0227.The orthometric height was determined by differential leveling
 OJ0227.and adjusted by the National Geodetic Survey in May 2000..
 OJ0227.No vertical observational check was made to the station.
 OJ0227
 OJ0227.This Tidal Bench Mark is designated as VM 13039
 OJ0227.by the Center for Operational Oceanographic Products and Services.
 OJ0227
 OJ0227.The geoid height was determined by GEOID03.
 OJ0227
 OJ0227.The dynamic height is computed by dividing the NAVD 88
 OJ0227.geopotential number by the normal gravity value computed on the
 OJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0227.degrees latitude (g = 980.6199 gals.).
 OJ0227
 OJ0227.The modeled gravity was interpolated from observed gravity values.
 OJ0227
 OJ0227;                    North         East    Units  Estimated Accuracy
 OJ0227;SPC MI S     -   262,040.    4,138,620.      MT  (+/- 180 meters Scaled)
 OJ0227
 OJ0227                          SUPERSEDED SURVEY CONTROL
 OJ0227
 OJ0227  NAVD 88 (06/15/91)  178.006  (m)          584.01   (f) UNKNOWN     1 0
 OJ0227  NGVD 29 (??/??/??)  178.117  (m)          584.37   (f) ADJUSTED    1 0
 OJ0227
 OJ0227.Superseded values are not recommended for survey control.
 OJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0227.See file dsdata.txt to determine how the superseded data were derived.
 OJ0227
 OJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ679560(NAD 83)
 OJ0227_MARKER: Z = SEE DESCRIPTION
 OJ0227_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0227_SP_SET: STEEL SHEET PILING
 OJ0227_MARK LOGO: NONE  
 OJ0227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0227+STABILITY: SURFACE MOTION
 OJ0227
 OJ0227  HISTORY     - Date     Condition        Report By
 OJ0227  HISTORY     - UNK      MONUMENTED       USLS
 OJ0227  HISTORY     - 1970     GOOD             USLS
 OJ0227  HISTORY     - 1980     GOOD             NGS
 OJ0227  HISTORY     - 19941013 GOOD             NOS
 OJ0227  HISTORY     - 19951026 GOOD             NOS
 OJ0227
 OJ0227                          STATION DESCRIPTION
 OJ0227
 OJ0227'DESCRIBED BY US LAKE SURVEY 1970
 OJ0227'AT HARBOR BEACH.
 OJ0227'SPIKE IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON HERCULES
 OJ0227'POWDER INC. COAL DOCK, ABOUT 180 FEET NORTHWEST OF END OF DOCK,
 OJ0227'42.8 FEET NORTH OF WEST CORNER OF LAKE SURVEY GAGE HOUSE, 21.6
 OJ0227'FEET WEST OF ANGLE IN CONCRETE PART OF DOCK, 2.7 FEET NORTHWEST
 OJ0227'OF SOUTHWEST CORNER OF 2-FOOT WIDE RETAINING WALL, 1.8 FEET
 OJ0227'WEST OF EAST END OF STEEL SHEET PILING WHERE SHEET PILING MEETS
 OJ0227'CONCRETE, 1-FOOT ABOVE THE GROUND, BEING HIGHEST POINT BETWEEN
 OJ0227'TWO CHISELED LINES CUT IN TOP OF STEEL SHEET PILING.  SPIKE
 OJ0227
 OJ0227                          STATION RECOVERY (1980)
 OJ0227
 OJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0227'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWER INC. NEAR LAKE
 OJ0227'SURVEY GAGE HOUSE ON COAL DOCK, 55 METERS (180 FEET) NORTHWEST OF THE
 OJ0227'END OF THE DOCK, 13 METERS (42.8 FEET) NORTH OF THE NORTHWEST CORNER
 OJ0227'OF GAGE HOUSE, 6.6 METERS (21.6 FEET) WEST OF AN ANGLE IN CONCRETE
 OJ0227'PART OF DOCK, AND 0.5 METER (1.8 FEET) WEST OF THE EAST END OF THE
 OJ0227'STEEL PILING.
 OJ0227'THE MARK IS 0.3 M ABOVE GROUND.
 OJ0227
 OJ0227                          STATION RECOVERY (1994)
 OJ0227
 OJ0227'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0227'SPIKE IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, ON CHAMPLAIN
 OJ0227'INDUSTRIES (FORMER HERCULES POWDER INC.) SHIP DOCK, ABOUT 55 M (180.4
 OJ0227'FT) NORTHWEST OF END OF DOCK, 13.0 M (42.7 FT) NORTH OF WEST CORNER OF
 OJ0227'WATER LEVEL GAGE HOUSE, 6.6 M (21.7 FT) WEST OF ANGLE IN CONCRETE PART
 OJ0227'OF DOCK, 0.8 M (2.6 FT) NORTHWEST OF SOUTHWEST CORNER OF 2-FOOT WIDE
 OJ0227'RETAINING WALL, 0.5 M (1.6 FT) WEST OF EAST END OF STEEL SHEET PILING
 OJ0227'WHERE SHEET PILING MEETS CONCRETE, 0.3 M (1.0 FT) ABOVE THE GROUND,
 OJ0227'BEING HIGHEST POINT BETWEEN TWO CHISELED LINES CUT IN TOP OF STEEL
 OJ0227'SHEET PILING.
 OJ0227
 OJ0227                          STATION RECOVERY (1995)
 OJ0227
 OJ0227'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0125 ***********************************************************************
 PK0125  DESIGNATION -  907 5020 MAC USLS
 PK0125  PID         -  PK0125
 PK0125  STATE/COUNTY-  MI/HURON
 PK0125  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0125
 PK0125                         *CURRENT SURVEY CONTROL
 PK0125  ___________________________________________________________________
 PK0125* NAD 83(1986)-  44 03 30.     (N)    082 53 36.     (W)     SCALED    
 PK0125* NAVD 88     -       178.116  (meters)     584.37   (feet)  ADJUSTED  
 PK0125  ___________________________________________________________________
 PK0125  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0125  DYNAMIC HT  -         178.090 (meters)     584.28  (feet)  COMP
 PK0125  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PK0125
 PK0125  VERT ORDER  -  FIRST     CLASS 0
 PK0125
 PK0125.The horizontal coordinates were scaled from a topographic map and have
 PK0125.an estimated accuracy of +/- 6 seconds.
 PK0125
 PK0125.The orthometric height was determined by differential leveling
 PK0125.and adjusted by the National Geodetic Survey in June 1991..
 PK0125
 PK0125.The geoid height was determined by GEOID03.
 PK0125
 PK0125.The dynamic height is computed by dividing the NAVD 88
 PK0125.geopotential number by the normal gravity value computed on the
 PK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0125.degrees latitude (g = 980.6199 gals.).
 PK0125
 PK0125.The modeled gravity was interpolated from observed gravity values.
 PK0125
 PK0125;                    North         East    Units  Estimated Accuracy
 PK0125;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0125
 PK0125                          SUPERSEDED SURVEY CONTROL
 PK0125
 PK0125  NGVD 29 (??/??/92)  178.254  (m)          584.82   (f) ADJ UNCH    1 0
 PK0125
 PK0125.Superseded values are not recommended for survey control.
 PK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0125.See file dsdata.txt to determine how the superseded data were derived.
 PK0125
 PK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0125_MARKER: DD = SURVEY DISK
 PK0125_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PK0125+WITH SETTING: PAVEMENT
 PK0125_SP_SET: STEPS
 PK0125_STAMPING: MAC 1963
 PK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0125+STABILITY: SURFACE MOTION
 PK0125
 PK0125  HISTORY     - Date     Condition        Report By
 PK0125  HISTORY     - 1963     MONUMENTED       USLS
 PK0125  HISTORY     - 1976     GOOD             NOS
 PK0125
 PK0125                          STATION DESCRIPTION
 PK0125
 PK0125'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0125'IN GRINDSTONE CITY.
 PK0125'ON PROPERTY OF MACWALEN, ON HARBOR FACE OF CONCRETE RETAINING WALL, ON
 PK0125'EAST SIDE OF LOWER FLIGHT OF STEPS LEADING FROM DOCK TO POST OFFICE
 PK0125'BUILDING, 8.6 FT. SOUTHWEST OF DOC FACE, 2.7 FT. ABOVE THE CONCRETE
 PK0125'DOCK WALK, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISK SET INTO THE
 PK0125'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0128 ***********************************************************************
 PK0128  DESIGNATION -  907 5020 NAGEL USLS
 PK0128  PID         -  PK0128
 PK0128  STATE/COUNTY-  MI/HURON
 PK0128  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0128
 PK0128                         *CURRENT SURVEY CONTROL
 PK0128  ___________________________________________________________________
 PK0128* NAD 83(1986)-  44 03 30.     (N)    082 53 36.     (W)     SCALED    
 PK0128* NAVD 88     -       179.694  (meters)     589.55   (feet)  ADJUSTED  
 PK0128  ___________________________________________________________________
 PK0128  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0128  DYNAMIC HT  -         179.668 (meters)     589.46  (feet)  COMP
 PK0128  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PK0128
 PK0128  VERT ORDER  -  FIRST     CLASS 0
 PK0128
 PK0128.The horizontal coordinates were scaled from a topographic map and have
 PK0128.an estimated accuracy of +/- 6 seconds.
 PK0128
 PK0128.The orthometric height was determined by differential leveling
 PK0128.and adjusted by the National Geodetic Survey in June 1991..
 PK0128
 PK0128.The geoid height was determined by GEOID03.
 PK0128
 PK0128.The dynamic height is computed by dividing the NAVD 88
 PK0128.geopotential number by the normal gravity value computed on the
 PK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0128.degrees latitude (g = 980.6199 gals.).
 PK0128
 PK0128.The modeled gravity was interpolated from observed gravity values.
 PK0128
 PK0128;                    North         East    Units  Estimated Accuracy
 PK0128;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0128
 PK0128                          SUPERSEDED SURVEY CONTROL
 PK0128
 PK0128  NGVD 29 (??/??/92)  179.832  (m)          590.00   (f) ADJ UNCH    1 0
 PK0128
 PK0128.Superseded values are not recommended for survey control.
 PK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0128.See file dsdata.txt to determine how the superseded data were derived.
 PK0128
 PK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0128_MARKER: I = METAL ROD
 PK0128_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0128_SP_SET: COPPER-CLAD STEEL ROD
 PK0128_PROJECTION: RECESSED 3 CENTIMETERS
 PK0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0128_ROD/PIPE-DEPTH: 1.83 meters
 PK0128
 PK0128  HISTORY     - Date     Condition        Report By
 PK0128  HISTORY     - 1970     MONUMENTED       USLS
 PK0128  HISTORY     - 1976     GOOD             NOS
 PK0128
 PK0128                          STATION DESCRIPTION
 PK0128
 PK0128'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0128'IN GRINDSTONE.
 PK0128'SOUTHEASTERLY OF THE INTERSECTION OF HARBOR MARINE ROAD AND POINT AUX
 PK0128'BARQUES RD., 40 FT. SOUTH OF A 10 INCH MAPLE, 32 FT. NORTHEAST
 PK0128'CENTERLINE OF ROAD, 1.1 FT. WEST OF SECOND UTILITY POLE SOUTHEAST OF
 PK0128'RD. LEADING TO HARBOR MARINA, BEING HIGHEST POINT ON TOP OF A 5/8
 PK0128'INCH DIAMETER COPPER COATED STEEL ROD, 6 FT. LONG, 1/2 FT. BELOW THE
 PK0128'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0126 ***********************************************************************
 PK0126  DESIGNATION -  907 5020 WHALEN USLS
 PK0126  PID         -  PK0126
 PK0126  STATE/COUNTY-  MI/HURON
 PK0126  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0126
 PK0126                         *CURRENT SURVEY CONTROL
 PK0126  ___________________________________________________________________
 PK0126* NAD 83(1986)-  44 03 30.     (N)    082 53 36.     (W)     SCALED    
 PK0126* NAVD 88     -       181.937  (meters)     596.90   (feet)  ADJUSTED  
 PK0126  ___________________________________________________________________
 PK0126  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0126  DYNAMIC HT  -         181.911 (meters)     596.82  (feet)  COMP
 PK0126  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PK0126
 PK0126  VERT ORDER  -  FIRST     CLASS 0
 PK0126
 PK0126.The horizontal coordinates were scaled from a topographic map and have
 PK0126.an estimated accuracy of +/- 6 seconds.
 PK0126
 PK0126.The orthometric height was determined by differential leveling
 PK0126.and adjusted by the National Geodetic Survey in June 1991..
 PK0126
 PK0126.The geoid height was determined by GEOID03.
 PK0126
 PK0126.The dynamic height is computed by dividing the NAVD 88
 PK0126.geopotential number by the normal gravity value computed on the
 PK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0126.degrees latitude (g = 980.6199 gals.).
 PK0126
 PK0126.The modeled gravity was interpolated from observed gravity values.
 PK0126
 PK0126;                    North         East    Units  Estimated Accuracy
 PK0126;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0126
 PK0126                          SUPERSEDED SURVEY CONTROL
 PK0126
 PK0126  NGVD 29 (??/??/92)  182.075  (m)          597.36   (f) ADJ UNCH    1 0
 PK0126
 PK0126.Superseded values are not recommended for survey control.
 PK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0126.See file dsdata.txt to determine how the superseded data were derived.
 PK0126
 PK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0126_MARKER: DD = SURVEY DISK
 PK0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0126_SP_SET: BUILDING
 PK0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0126
 PK0126  HISTORY     - Date     Condition        Report By
 PK0126  HISTORY     - 1963     MONUMENTED       USLS
 PK0126  HISTORY     - 1976     GOOD             NOS
 PK0126
 PK0126                          STATION DESCRIPTION
 PK0126
 PK0126'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0126'IN GRINDSTONE.
 PK0126'ON PROPERTY OF MACWHALEN, ON SOUTHEAST FACE OF CONCRETE BLOCK UTILITY
 PK0126'BUILDING, 3.5 FT. SOUTHWEST OF EAST CORNER OF BUILDING, 4 FT. ABOVE
 PK0126'THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK
 PK0126'SET INTO THE CONCRETE BLOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0127 ***********************************************************************
 PK0127  DESIGNATION -  907 5020 YERKY USLS
 PK0127  PID         -  PK0127
 PK0127  STATE/COUNTY-  MI/HURON
 PK0127  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0127
 PK0127                         *CURRENT SURVEY CONTROL
 PK0127  ___________________________________________________________________
 PK0127* NAD 83(1986)-  44 03 30.     (N)    082 53 36.     (W)     SCALED    
 PK0127* NAVD 88     -       180.352  (meters)     591.70   (feet)  ADJUSTED  
 PK0127  ___________________________________________________________________
 PK0127  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0127  DYNAMIC HT  -         180.326 (meters)     591.62  (feet)  COMP
 PK0127  MODELED GRAV-     980,470.4   (mgal)                       NAVD 88
 PK0127
 PK0127  VERT ORDER  -  FIRST     CLASS 0
 PK0127
 PK0127.The horizontal coordinates were scaled from a topographic map and have
 PK0127.an estimated accuracy of +/- 6 seconds.
 PK0127
 PK0127.The orthometric height was determined by differential leveling
 PK0127.and adjusted by the National Geodetic Survey in June 1991..
 PK0127
 PK0127.The geoid height was determined by GEOID03.
 PK0127
 PK0127.The dynamic height is computed by dividing the NAVD 88
 PK0127.geopotential number by the normal gravity value computed on the
 PK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0127.degrees latitude (g = 980.6199 gals.).
 PK0127
 PK0127.The modeled gravity was interpolated from observed gravity values.
 PK0127
 PK0127;                    North         East    Units  Estimated Accuracy
 PK0127;SPC MI S     -   285,230.    4,118,060.      MT  (+/- 180 meters Scaled)
 PK0127
 PK0127                          SUPERSEDED SURVEY CONTROL
 PK0127
 PK0127  NGVD 29 (??/??/92)  180.490  (m)          592.16   (f) ADJ UNCH    1 0
 PK0127
 PK0127.Superseded values are not recommended for survey control.
 PK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0127.See file dsdata.txt to determine how the superseded data were derived.
 PK0127
 PK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ483800(NAD 83)
 PK0127_MARKER: I = METAL ROD
 PK0127_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0127_SP_SET: COPPER-CLAD STEEL ROD
 PK0127_PROJECTION: RECESSED 3 CENTIMETERS
 PK0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0127_ROD/PIPE-DEPTH: 3.05 meters
 PK0127
 PK0127  HISTORY     - Date     Condition        Report By
 PK0127  HISTORY     - 1963     MONUMENTED       USLS
 PK0127  HISTORY     - 1976     GOOD             NOS
 PK0127
 PK0127                          STATION DESCRIPTION
 PK0127
 PK0127'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0127'IN GRINDSTONE.
 PK0127'OPPOSITE ROAD LEADING TO HARBOR MARINA, 65 FT. SOUTHWEST CENTERLINE OF
 PK0127'POINT AUX BARQUES RD., 27.7 FT. WEST OF NORTH CORNER OF WING AND 12.1
 PK0127'FT. NORTHEAST OF NORTH CORNER OF CONCRETE BLOCK DWELLING FORMER POST
 PK0127'OFFICE, 5.7 FT. WEST OF 10 INCH CEDAR, 1/2 FT. BELOW THE GROUND
 PK0127'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER
 PK0127'COATED STEEL ROD, 10 FT. LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0116 ***********************************************************************
 PK0116  DESIGNATION -  907 5024 MARKET USLS
 PK0116  PID         -  PK0116
 PK0116  STATE/COUNTY-  MI/HURON
 PK0116  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0116
 PK0116                         *CURRENT SURVEY CONTROL
 PK0116  ___________________________________________________________________
 PK0116* NAD 83(1986)-  44 03 00.     (N)    082 59 42.     (W)     SCALED    
 PK0116* NAVD 88     -       181.917  (meters)     596.84   (feet)  ADJUSTED  
 PK0116  ___________________________________________________________________
 PK0116  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0116  DYNAMIC HT  -         181.891 (meters)     596.75  (feet)  COMP
 PK0116  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 PK0116
 PK0116  VERT ORDER  -  FIRST     CLASS 0
 PK0116
 PK0116.The horizontal coordinates were scaled from a topographic map and have
 PK0116.an estimated accuracy of +/- 6 seconds.
 PK0116
 PK0116.The orthometric height was determined by differential leveling
 PK0116.and adjusted by the National Geodetic Survey in June 1991..
 PK0116
 PK0116.The geoid height was determined by GEOID03.
 PK0116
 PK0116.The dynamic height is computed by dividing the NAVD 88
 PK0116.geopotential number by the normal gravity value computed on the
 PK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0116.degrees latitude (g = 980.6199 gals.).
 PK0116
 PK0116.The modeled gravity was interpolated from observed gravity values.
 PK0116
 PK0116;                    North         East    Units  Estimated Accuracy
 PK0116;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0116
 PK0116                          SUPERSEDED SURVEY CONTROL
 PK0116
 PK0116  NGVD 29 (??/??/92)  182.057  (m)          597.30   (f) ADJ UNCH    1 0
 PK0116
 PK0116.Superseded values are not recommended for survey control.
 PK0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0116.See file dsdata.txt to determine how the superseded data were derived.
 PK0116
 PK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0116_MARKER: DD = SURVEY DISK
 PK0116_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PK0116_SP_SET: UNSPECIFIED ROCK
 PK0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0116
 PK0116  HISTORY     - Date     Condition        Report By
 PK0116  HISTORY     - 1960     MONUMENTED       USLS
 PK0116  HISTORY     - 1976     GOOD             NOS
 PK0116  HISTORY     - 19970907 GOOD             USPSQD
 PK0116  HISTORY     - 19991120 GOOD             USPSQD
 PK0116
 PK0116                          STATION DESCRIPTION
 PK0116
 PK0116'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0116'IN PORT AUSTIN.
 PK0116'NEAR THE SOUTHWEST CORNER OF THE INTERSECTION OF LAKE AND SPRING STS.
 PK0116'39.5 FT. WEST OF THE NORTHEAST CORNER AND ON NORTH FACE OF A TWO
 PK0116'STORY STONE BLOCK BUILDING OCCUPIED BY THE PORT AUSTIN MARKET, 3 1/2
 PK0116'FT. SBOVE THE SIDEWALK, BEING HORIZONTAL LINE OF CROSS AT CENTER OF
 PK0116'BRONZE DISK SET INTO THE STONE.
 PK0116
 PK0116                          STATION RECOVERY (1997)
 PK0116
 PK0116'RECOVERY NOTE BY US POWER SQUADRON 1997
 PK0116'RECOVERED IN GOOD CONDITION.
 PK0116
 PK0116                          STATION RECOVERY (1999)
 PK0116
 PK0116'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0118 ***********************************************************************
 PK0118  DESIGNATION -  907 5024 NEW USLS
 PK0118  PID         -  PK0118
 PK0118  STATE/COUNTY-  MI/HURON
 PK0118  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0118
 PK0118                         *CURRENT SURVEY CONTROL
 PK0118  ___________________________________________________________________
 PK0118* NAD 83(1986)-  44 03 00.     (N)    082 59 42.     (W)     SCALED    
 PK0118* NAVD 88     -       179.312  (meters)     588.29   (feet)  ADJUSTED  
 PK0118  ___________________________________________________________________
 PK0118  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0118  DYNAMIC HT  -         179.286 (meters)     588.21  (feet)  COMP
 PK0118  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 PK0118
 PK0118  VERT ORDER  -  FIRST     CLASS 0
 PK0118
 PK0118.The horizontal coordinates were scaled from a topographic map and have
 PK0118.an estimated accuracy of +/- 6 seconds.
 PK0118
 PK0118.The orthometric height was determined by differential leveling
 PK0118.and adjusted by the National Geodetic Survey in June 1991..
 PK0118
 PK0118.The geoid height was determined by GEOID03.
 PK0118
 PK0118.The dynamic height is computed by dividing the NAVD 88
 PK0118.geopotential number by the normal gravity value computed on the
 PK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0118.degrees latitude (g = 980.6199 gals.).
 PK0118
 PK0118.The modeled gravity was interpolated from observed gravity values.
 PK0118
 PK0118;                    North         East    Units  Estimated Accuracy
 PK0118;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0118
 PK0118                          SUPERSEDED SURVEY CONTROL
 PK0118
 PK0118  NGVD 29 (??/??/92)  179.451  (m)          588.75   (f) ADJ UNCH    1 0
 PK0118
 PK0118.Superseded values are not recommended for survey control.
 PK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0118.See file dsdata.txt to determine how the superseded data were derived.
 PK0118
 PK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0118_MARKER: I = METAL ROD
 PK0118_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0118_SP_SET: COPPER-CLAD STEEL ROD
 PK0118_PROJECTION: RECESSED 3 CENTIMETERS
 PK0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0118_ROD/PIPE-DEPTH: 3.05 meters
 PK0118
 PK0118  HISTORY     - Date     Condition        Report By
 PK0118  HISTORY     - 1970     MONUMENTED       USLS
 PK0118  HISTORY     - 1976     GOOD             NOS
 PK0118  HISTORY     - 19970907 MARK NOT FOUND   USPSQD
 PK0118  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0118
 PK0118                          STATION DESCRIPTION
 PK0118
 PK0118'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0118'IN PORT AUSTIN.
 PK0118'ON THE WEST SIDE OF BIRD CREEK NEAR THE FOOT OF LAKE ST. 92 FT.
 PK0118'SOUTHEAST OF SOUTHEAST CORNER OF REST ROOM BUILDING, 84 FT. WEST OF
 PK0118'U.P. NO. 3/60 LOCATED IN OVAL AT CENTER OF PARKING AREA, 1 FT. EAST
 PK0118'OF NORTHEAST CORNER AND IN LINE WITH SOUTH FACE OF CHAIN LINK FENCE
 PK0118'AROUND COAST GUARD UTILITY SHED, 1/2 FT. BELOW GROUND SURFACE, BEING
 PK0118'HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD,
 PK0118'10 FT. LONG.
 PK0118
 PK0118                          STATION RECOVERY (1997)
 PK0118
 PK0118'RECOVERY NOTE BY US POWER SQUADRON 1997
 PK0118'MARK NOT FOUND.
 PK0118
 PK0118                          STATION RECOVERY (1999)
 PK0118
 PK0118'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0119 ***********************************************************************
 PK0119  DESIGNATION -  907 5024 OVAL USLS
 PK0119  PID         -  PK0119
 PK0119  STATE/COUNTY-  MI/HURON
 PK0119  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0119
 PK0119                         *CURRENT SURVEY CONTROL
 PK0119  ___________________________________________________________________
 PK0119* NAD 83(1986)-  44 03 00.     (N)    082 59 42.     (W)     SCALED    
 PK0119* NAVD 88     -       179.291  (meters)     588.22   (feet)  ADJUSTED  
 PK0119  ___________________________________________________________________
 PK0119  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0119  DYNAMIC HT  -         179.265 (meters)     588.14  (feet)  COMP
 PK0119  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 PK0119
 PK0119  VERT ORDER  -  FIRST     CLASS 0
 PK0119
 PK0119.The horizontal coordinates were scaled from a topographic map and have
 PK0119.an estimated accuracy of +/- 6 seconds.
 PK0119
 PK0119.The orthometric height was determined by differential leveling
 PK0119.and adjusted by the National Geodetic Survey in June 1991..
 PK0119
 PK0119.The geoid height was determined by GEOID03.
 PK0119
 PK0119.The dynamic height is computed by dividing the NAVD 88
 PK0119.geopotential number by the normal gravity value computed on the
 PK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0119.degrees latitude (g = 980.6199 gals.).
 PK0119
 PK0119.The modeled gravity was interpolated from observed gravity values.
 PK0119
 PK0119;                    North         East    Units  Estimated Accuracy
 PK0119;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0119
 PK0119                          SUPERSEDED SURVEY CONTROL
 PK0119
 PK0119  NGVD 29 (??/??/92)  179.431  (m)          588.68   (f) ADJ UNCH    1 0
 PK0119
 PK0119.Superseded values are not recommended for survey control.
 PK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0119.See file dsdata.txt to determine how the superseded data were derived.
 PK0119
 PK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0119_MARKER: I = METAL ROD
 PK0119_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0119_SP_SET: COPPER-CLAD STEEL ROD
 PK0119_PROJECTION: RECESSED 3 CENTIMETERS
 PK0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0119_ROD/PIPE-DEPTH: 3.05 meters
 PK0119
 PK0119  HISTORY     - Date     Condition        Report By
 PK0119  HISTORY     - 1957     MONUMENTED       USLS
 PK0119  HISTORY     - 1976     GOOD             NOS
 PK0119  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0119
 PK0119                          STATION DESCRIPTION
 PK0119
 PK0119'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0119'IN PORT AUSTIN.
 PK0119'ON THE WEST SIDE OF BIRD CREEK, NEAR FOOT OF LAKE ST. IN LAWN COVERED
 PK0119'OVAL AT CENTER OF PARKING AREA, 15.1 FT. NORTHWEST OF U.P. NO. 3/60
 PK0119'6.7 FT. NORTHEAST OF AN ANTENNA POLE, 4.8 FT. SOUTHWEST OF THE MOST
 PK0119'SOUTHERN OF A GROUP OF THREE TREES, 1/2 FT. BELOW THE GROUND SURFACE,
 PK0119'BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL
 PK0119'ROD, 10 FT. LONG.
 PK0119
 PK0119                          STATION RECOVERY (1999)
 PK0119
 PK0119'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0120 ***********************************************************************
 PK0120  DESIGNATION -  907 5024 PIER USLS
 PK0120  PID         -  PK0120
 PK0120  STATE/COUNTY-  MI/HURON
 PK0120  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0120
 PK0120                         *CURRENT SURVEY CONTROL
 PK0120  ___________________________________________________________________
 PK0120* NAD 83(1986)-  44 03 00.     (N)    082 59 42.     (W)     SCALED    
 PK0120* NAVD 88     -       177.729  (meters)     583.10   (feet)  ADJUSTED  
 PK0120  ___________________________________________________________________
 PK0120  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0120  DYNAMIC HT  -         177.704 (meters)     583.02  (feet)  COMP
 PK0120  MODELED GRAV-     980,471.9   (mgal)                       NAVD 88
 PK0120
 PK0120  VERT ORDER  -  FIRST     CLASS 0
 PK0120
 PK0120.The horizontal coordinates were scaled from a topographic map and have
 PK0120.an estimated accuracy of +/- 6 seconds.
 PK0120
 PK0120.The orthometric height was determined by differential leveling
 PK0120.and adjusted by the National Geodetic Survey in June 1991..
 PK0120
 PK0120.The geoid height was determined by GEOID03.
 PK0120
 PK0120.The dynamic height is computed by dividing the NAVD 88
 PK0120.geopotential number by the normal gravity value computed on the
 PK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0120.degrees latitude (g = 980.6199 gals.).
 PK0120
 PK0120.The modeled gravity was interpolated from observed gravity values.
 PK0120
 PK0120;                    North         East    Units  Estimated Accuracy
 PK0120;SPC MI S     -   284,170.    4,109,930.      MT  (+/- 180 meters Scaled)
 PK0120
 PK0120                          SUPERSEDED SURVEY CONTROL
 PK0120
 PK0120  NGVD 29 (??/??/92)  177.869  (m)          583.56   (f) ADJ UNCH    1 0
 PK0120
 PK0120.Superseded values are not recommended for survey control.
 PK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0120.See file dsdata.txt to determine how the superseded data were derived.
 PK0120
 PK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ401793(NAD 83)
 PK0120_MARKER: DD = SURVEY DISK
 PK0120_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PK0120_SP_SET: PIER
 PK0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0120
 PK0120  HISTORY     - Date     Condition        Report By
 PK0120  HISTORY     - 1957     MONUMENTED       USLS
 PK0120  HISTORY     - 1976     GOOD             NOS
 PK0120  HISTORY     - 19991120 GOOD             USPSQD
 PK0120
 PK0120                          STATION DESCRIPTION
 PK0120
 PK0120'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0120'IN PORT AUSTIN.
 PK0120'ON THE WEST SIDE OF BIRD CREEK, NEAR FOOT OF LAKE STREET, ON TOP OF
 PK0120'NEAR INNER END OF THE PIER, 37.3 FT. NORTHWEST OF SOUTHEAST CORNER OF
 PK0120'THE STEEL CAPPING ALONG RIVER FACE OF THE PIER, 25.2 FT. NORTHEAST
 PK0120'OF SOUTHWEST CORNER OF THE STEEL CAPPING ALONG WEST FACE OF THE PIER,
 PK0120'3.1 FT. FROM WEST FACE OF THE PIER BEING HIGHEST POINT OVER CROSS AT
 PK0120'CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 PK0120
 PK0120                          STATION RECOVERY (1999)
 PK0120
 PK0120'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0492 ***********************************************************************
 OJ0492  DESIGNATION -  907 5027 GAS
 OJ0492  PID         -  OJ0492
 OJ0492  STATE/COUNTY-  MI/HURON
 OJ0492  USGS QUAD   -  CASEVILLE (1970)
 OJ0492
 OJ0492                         *CURRENT SURVEY CONTROL
 OJ0492  ___________________________________________________________________
 OJ0492* NAD 83(1986)-  43 56 42.     (N)    083 16 36.     (W)     SCALED    
 OJ0492* NAVD 88     -       183.229  (meters)     601.14   (feet)  ADJUSTED  
 OJ0492  ___________________________________________________________________
 OJ0492  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0492  DYNAMIC HT  -         183.201 (meters)     601.05  (feet)  COMP
 OJ0492  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 OJ0492
 OJ0492  VERT ORDER  -  FIRST     CLASS 0
 OJ0492
 OJ0492.The horizontal coordinates were scaled from a topographic map and have
 OJ0492.an estimated accuracy of +/- 6 seconds.
 OJ0492
 OJ0492.The orthometric height was determined by differential leveling
 OJ0492.and adjusted by the National Geodetic Survey in June 1991..
 OJ0492
 OJ0492.The geoid height was determined by GEOID03.
 OJ0492
 OJ0492.The dynamic height is computed by dividing the NAVD 88
 OJ0492.geopotential number by the normal gravity value computed on the
 OJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0492.degrees latitude (g = 980.6199 gals.).
 OJ0492
 OJ0492.The modeled gravity was interpolated from observed gravity values.
 OJ0492
 OJ0492;                    North         East    Units  Estimated Accuracy
 OJ0492;SPC MI S     -   272,170.    4,087,510.      MT  (+/- 180 meters Scaled)
 OJ0492
 OJ0492                          SUPERSEDED SURVEY CONTROL
 OJ0492
 OJ0492.No superseded survey control is available for this station.
 OJ0492
 OJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ173682(NAD 83)
 OJ0492_MARKER: DD = SURVEY DISK
 OJ0492_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0492_SP_SET: BUILDING
 OJ0492_STAMPING: BM GAS 1963 CKF
 OJ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0492
 OJ0492  HISTORY     - Date     Condition        Report By
 OJ0492  HISTORY     - 1963     MONUMENTED       RBNF
 OJ0492  HISTORY     - 1976     GOOD             NOS
 OJ0492  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0492
 OJ0492                          STATION DESCRIPTION
 OJ0492
 OJ0492'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0492'IN CASEVILLE.
 OJ0492'JUST NORTH OF THE BRIDGE OVER THE PIGEON RIVER AND ABOUT 100 FT. WEST
 OJ0492'CENTERLINE OF HIGHWAY M25 MAIN STREET, ON NORTH FACE OF FORMER
 OJ0492'CONCRETE GAS STATION BUILDING, NOW THE SUNCATCHER GIFT SHOP, 44 FT.
 OJ0492'SOUTHEAST OF A UTILITY POLE, 31.9 FT. WEST OF NORTHEAST CORNER AND
 OJ0492'0.4 FT. EAST OF NORTHWEST CORNER OF BUILDING, 4 FT. ABOVE THE SIDE
 OJ0492'WAL, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET INTO
 OJ0492'THE CONCRETE WALL.
 OJ0492
 OJ0492                          STATION RECOVERY (1992)
 OJ0492
 OJ0492'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0492'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0493 ***********************************************************************
 OJ0493  DESIGNATION -  907 5027 GREEN USLS
 OJ0493  PID         -  OJ0493
 OJ0493  STATE/COUNTY-  MI/HURON
 OJ0493  USGS QUAD   -  CASEVILLE (1970)
 OJ0493
 OJ0493                         *CURRENT SURVEY CONTROL
 OJ0493  ___________________________________________________________________
 OJ0493* NAD 83(1986)-  43 56 42.     (N)    083 16 36.     (W)     SCALED    
 OJ0493* NAVD 88     -       182.281  (meters)     598.03   (feet)  ADJUSTED  
 OJ0493  ___________________________________________________________________
 OJ0493  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0493  DYNAMIC HT  -         182.253 (meters)     597.94  (feet)  COMP
 OJ0493  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 OJ0493
 OJ0493  VERT ORDER  -  FIRST     CLASS 0
 OJ0493
 OJ0493.The horizontal coordinates were scaled from a topographic map and have
 OJ0493.an estimated accuracy of +/- 6 seconds.
 OJ0493
 OJ0493.The orthometric height was determined by differential leveling
 OJ0493.and adjusted by the National Geodetic Survey in June 1991..
 OJ0493
 OJ0493.The geoid height was determined by GEOID03.
 OJ0493
 OJ0493.The dynamic height is computed by dividing the NAVD 88
 OJ0493.geopotential number by the normal gravity value computed on the
 OJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0493.degrees latitude (g = 980.6199 gals.).
 OJ0493
 OJ0493.The modeled gravity was interpolated from observed gravity values.
 OJ0493
 OJ0493;                    North         East    Units  Estimated Accuracy
 OJ0493;SPC MI S     -   272,170.    4,087,510.      MT  (+/- 180 meters Scaled)
 OJ0493
 OJ0493                          SUPERSEDED SURVEY CONTROL
 OJ0493
 OJ0493.No superseded survey control is available for this station.
 OJ0493
 OJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ173682(NAD 83)
 OJ0493_MARKER: I = METAL ROD
 OJ0493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0493_SP_SET: COPPER-CLAD STEEL ROD
 OJ0493_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0493_ROD/PIPE-DEPTH: 5.49 meters
 OJ0493
 OJ0493  HISTORY     - Date     Condition        Report By
 OJ0493  HISTORY     - 1963     MONUMENTED       USLS
 OJ0493  HISTORY     - 1976     GOOD             NOS
 OJ0493  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0493  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0493
 OJ0493                          STATION DESCRIPTION
 OJ0493
 OJ0493'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0493'IN CASEVILLE.
 OJ0493'620 FEET NORTHWEST OF THE BRIDGE OVER THE PIGEON RIVER, ON PROPERTY
 OJ0493'OF HAMRICKS RESORT, NEAR THE SOUTHWEST CORNER OF CABINS 9 AND 10, 76
 OJ0493'FT. NORTH CENTERLINE OF RIVERSIDE DRIVE, 24.4 FT. EAST OF U.P. NO.
 OJ0493'K 4550, 1.0 FT. SOUTH AND IN LINE WITH WEST FACE OF COTTAGE, BEING
 OJ0493'HIGHEST POINT ON TOP OF 5/8 INCH COPPER COATED STEEL ROD, 1/2 FT.
 OJ0493'BELOW THE GROUND SURFACE, 18 FT. LONG.
 OJ0493
 OJ0493                          STATION RECOVERY (1992)
 OJ0493
 OJ0493'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0493'MARK NOT FOUND.
 OJ0493
 OJ0493                          STATION RECOVERY (1999)
 OJ0493
 OJ0493'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0490 ***********************************************************************
 OJ0490  DESIGNATION -  907 5027 HOTEL USLS
 OJ0490  PID         -  OJ0490
 OJ0490  STATE/COUNTY-  MI/HURON
 OJ0490  USGS QUAD   -  CASEVILLE (1970)
 OJ0490
 OJ0490                         *CURRENT SURVEY CONTROL
 OJ0490  ___________________________________________________________________
 OJ0490* NAD 83(1986)-  43 56 42.     (N)    083 16 30.     (W)     SCALED    
 OJ0490* NAVD 88     -       181.946  (meters)     596.93   (feet)  ADJUSTED  
 OJ0490  ___________________________________________________________________
 OJ0490  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0490  DYNAMIC HT  -         181.918 (meters)     596.84  (feet)  COMP
 OJ0490  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 OJ0490
 OJ0490  VERT ORDER  -  FIRST     CLASS 0
 OJ0490
 OJ0490.The horizontal coordinates were scaled from a topographic map and have
 OJ0490.an estimated accuracy of +/- 6 seconds.
 OJ0490
 OJ0490.The orthometric height was determined by differential leveling
 OJ0490.and adjusted by the National Geodetic Survey in June 1991..
 OJ0490
 OJ0490.The geoid height was determined by GEOID03.
 OJ0490
 OJ0490.The dynamic height is computed by dividing the NAVD 88
 OJ0490.geopotential number by the normal gravity value computed on the
 OJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0490.degrees latitude (g = 980.6199 gals.).
 OJ0490
 OJ0490.The modeled gravity was interpolated from observed gravity values.
 OJ0490
 OJ0490;                    North         East    Units  Estimated Accuracy
 OJ0490;SPC MI S     -   272,170.    4,087,640.      MT  (+/- 180 meters Scaled)
 OJ0490
 OJ0490                          SUPERSEDED SURVEY CONTROL
 OJ0490
 OJ0490.No superseded survey control is available for this station.
 OJ0490
 OJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ174682(NAD 83)
 OJ0490_MARKER: Q = CHISELED SQUARE
 OJ0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0490_SP_SET: BUILDING
 OJ0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0490
 OJ0490  HISTORY     - Date     Condition        Report By
 OJ0490  HISTORY     - 1969     MONUMENTED       USLS
 OJ0490  HISTORY     - 1976     GOOD             NOS
 OJ0490  HISTORY     - 19920830 GOOD             USPSQD
 OJ0490  HISTORY     - 19990605 GOOD             USPSQD
 OJ0490
 OJ0490                          STATION DESCRIPTION
 OJ0490
 OJ0490'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0490'IN CASEVILLE.
 OJ0490'ON THE SOUTH SIDE OF THE PIGEON RIVER, ON THE DOORSILL OF THE SOUTH
 OJ0490'ENTRANCE ON EAST SIDE OF THE RIVERSIDE BAR AT 6538 MAIN ST., 29.7 FT.
 OJ0490'SOUTHWEST OF SOUTHWEST CORNER OF BRIDGE WING SPAN, 8.6 FT. NORTH OF
 OJ0490'SOUTHEAST CORNER OF BUILDING AND 7.1 FT. WEST OF STREET FACE OF
 OJ0490'CEMENT PORCH, BEING HIGHEST POINT IN A 1 INCH SQUARE CHISELED CUT.
 OJ0490
 OJ0490                          STATION RECOVERY (1992)
 OJ0490
 OJ0490'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0490'RECOVERED IN GOOD CONDITION.
 OJ0490
 OJ0490                          STATION RECOVERY (1999)
 OJ0490
 OJ0490'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0494 ***********************************************************************
 OJ0494  DESIGNATION -  907 5027 PIGEON USLS
 OJ0494  PID         -  OJ0494
 OJ0494  STATE/COUNTY-  MI/HURON
 OJ0494  USGS QUAD   -  CASEVILLE (1970)
 OJ0494
 OJ0494                         *CURRENT SURVEY CONTROL
 OJ0494  ___________________________________________________________________
 OJ0494* NAD 83(1986)-  43 56 42.     (N)    083 16 42.     (W)     SCALED    
 OJ0494* NAVD 88     -       178.055  (meters)     584.17   (feet)  ADJUSTED  
 OJ0494  ___________________________________________________________________
 OJ0494  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0494  DYNAMIC HT  -         178.028 (meters)     584.08  (feet)  COMP
 OJ0494  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 OJ0494
 OJ0494  VERT ORDER  -  FIRST     CLASS 0
 OJ0494
 OJ0494.The horizontal coordinates were scaled from a topographic map and have
 OJ0494.an estimated accuracy of +/- 6 seconds.
 OJ0494
 OJ0494.The orthometric height was determined by differential leveling
 OJ0494.and adjusted by the National Geodetic Survey in June 1991..
 OJ0494
 OJ0494.The geoid height was determined by GEOID03.
 OJ0494
 OJ0494.The dynamic height is computed by dividing the NAVD 88
 OJ0494.geopotential number by the normal gravity value computed on the
 OJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0494.degrees latitude (g = 980.6199 gals.).
 OJ0494
 OJ0494.The modeled gravity was interpolated from observed gravity values.
 OJ0494
 OJ0494;                    North         East    Units  Estimated Accuracy
 OJ0494;SPC MI S     -   272,170.    4,087,380.      MT  (+/- 180 meters Scaled)
 OJ0494
 OJ0494                          SUPERSEDED SURVEY CONTROL
 OJ0494
 OJ0494.No superseded survey control is available for this station.
 OJ0494
 OJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ171682(NAD 83)
 OJ0494_MARKER: I = METAL ROD
 OJ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0494_SP_SET: COPPER-CLAD STEEL ROD
 OJ0494_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0494_ROD/PIPE-DEPTH: 3.05 meters
 OJ0494
 OJ0494  HISTORY     - Date     Condition        Report By
 OJ0494  HISTORY     - 1963     MONUMENTED       USLS
 OJ0494  HISTORY     - 1976     GOOD             NOS
 OJ0494  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0494
 OJ0494                          STATION DESCRIPTION
 OJ0494
 OJ0494'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0494'IN CASEVILLE.
 OJ0494'ON NORTH SIDE OF THE PIGEON RIVER, ON SOUTHEASTERLY SIDE OF THE
 OJ0494'SAGINAW BAY MARINA BASIN, NEAR EAST CORNER OF THE OFFICE AND
 OJ0494'MAINTENANCE BUILDING, 115.9 FT. SOUTH OF UTILITY POLE, 115.6 FEET
 OJ0494'NORTHWEST OF UTILITY POLE, IN LINE WITH NORTH FACE AND 1.0 FT. FROM
 OJ0494'EAST CORNER, 1/2 FT. BELOW GROUND SURFACE, BING HIGHEST POINT ON TOP
 OJ0494'OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 10 FT. LONG.
 OJ0494
 OJ0494                          STATION RECOVERY (1992)
 OJ0494
 OJ0494'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0489 ***********************************************************************
 OJ0489  DESIGNATION -  907 5027 POLE USLS
 OJ0489  PID         -  OJ0489
 OJ0489  STATE/COUNTY-  MI/HURON
 OJ0489  USGS QUAD   -  CASEVILLE (1970)
 OJ0489
 OJ0489                         *CURRENT SURVEY CONTROL
 OJ0489  ___________________________________________________________________
 OJ0489* NAD 83(1986)-  43 56 42.     (N)    083 16 36.     (W)     SCALED    
 OJ0489* NAVD 88     -       178.062  (meters)     584.19   (feet)  ADJUSTED  
 OJ0489  ___________________________________________________________________
 OJ0489  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0489  DYNAMIC HT  -         178.035 (meters)     584.10  (feet)  COMP
 OJ0489  MODELED GRAV-     980,461.9   (mgal)                       NAVD 88
 OJ0489
 OJ0489  VERT ORDER  -  FIRST     CLASS 0
 OJ0489
 OJ0489.The horizontal coordinates were scaled from a topographic map and have
 OJ0489.an estimated accuracy of +/- 6 seconds.
 OJ0489
 OJ0489.The orthometric height was determined by differential leveling
 OJ0489.and adjusted by the National Geodetic Survey in June 1991..
 OJ0489
 OJ0489.The geoid height was determined by GEOID03.
 OJ0489
 OJ0489.The dynamic height is computed by dividing the NAVD 88
 OJ0489.geopotential number by the normal gravity value computed on the
 OJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0489.degrees latitude (g = 980.6199 gals.).
 OJ0489
 OJ0489.The modeled gravity was interpolated from observed gravity values.
 OJ0489
 OJ0489;                    North         East    Units  Estimated Accuracy
 OJ0489;SPC MI S     -   272,170.    4,087,510.      MT  (+/- 180 meters Scaled)
 OJ0489
 OJ0489                          SUPERSEDED SURVEY CONTROL
 OJ0489
 OJ0489.No superseded survey control is available for this station.
 OJ0489
 OJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ173682(NAD 83)
 OJ0489_MARKER: I = METAL ROD
 OJ0489_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0489_SP_SET: COPPER-CLAD STEEL ROD
 OJ0489_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0489_ROD/PIPE-DEPTH: 2.44 meters
 OJ0489
 OJ0489  HISTORY     - Date     Condition        Report By
 OJ0489  HISTORY     - 1969     MONUMENTED       USLS
 OJ0489  HISTORY     - 1976     GOOD             NOS
 OJ0489  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0489
 OJ0489                          STATION DESCRIPTION
 OJ0489
 OJ0489'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0489'IN CASEVILLE.
 OJ0489'ON THE SOUTH SIDE OF THE PIGEON RIVER, AT THE STATE DOCKING FACILITIES
 OJ0489'70.2 FT. EAST OF NORTHEAST CORNER OF BLOCK UTILITY AND OFFICE BUILDING
 OJ0489'41.1 FT. SOUTH CENTER OF FLAGPOLE, 24.9 FT. EAST OF UTILITY POLE
 OJ0489'ANCHOR, 1.1 FT. WEST OF U.P. NO. DE 64 4064, 1 FT. BELOW GROUND
 OJ0489'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER
 OJ0489'COATED STEEL ROD, 8 FT. LONG.
 OJ0489
 OJ0489                          STATION RECOVERY (1992)
 OJ0489
 OJ0489'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0473 ***********************************************************************
 OJ0473  DESIGNATION -  907 5029 LSC 5 C 48
 OJ0473  PID         -  OJ0473
 OJ0473  STATE/COUNTY-  MI/HURON
 OJ0473  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0473
 OJ0473                         *CURRENT SURVEY CONTROL
 OJ0473  ___________________________________________________________________
 OJ0473* NAD 83(1986)-  43 51 18.     (N)    083 21 30.     (W)     SCALED    
 OJ0473* NAVD 88     -       184.095  (meters)     603.99   (feet)  ADJUSTED  
 OJ0473  ___________________________________________________________________
 OJ0473  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OJ0473  DYNAMIC HT  -         184.065 (meters)     603.89  (feet)  COMP
 OJ0473  MODELED GRAV-     980,455.1   (mgal)                       NAVD 88
 OJ0473  OBS GRAVITY -     980,452.0   (mgal)                       GRAV_OBS
 OJ0473
 OJ0473  VERT ORDER  -  FIRST     CLASS 0
 OJ0473
 OJ0473.The horizontal coordinates were scaled from a topographic map and have
 OJ0473.an estimated accuracy of +/- 6 seconds.
 OJ0473
 OJ0473.The orthometric height was determined by differential leveling
 OJ0473.and adjusted by the National Geodetic Survey in June 1991..
 OJ0473
 OJ0473.The geoid height was determined by GEOID03.
 OJ0473
 OJ0473.The dynamic height is computed by dividing the NAVD 88
 OJ0473.geopotential number by the normal gravity value computed on the
 OJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0473.degrees latitude (g = 980.6199 gals.).
 OJ0473
 OJ0473.The modeled gravity was interpolated from observed gravity values.
 OJ0473.The observed gravity was obtained from relative gravimeter ties
 OJ0473.to the IGSN71 gravity network.
 OJ0473
 OJ0473;                    North         East    Units  Estimated Accuracy
 OJ0473;SPC MI S     -   262,090.    4,081,070.      MT  (+/- 180 meters Scaled)
 OJ0473
 OJ0473                          SUPERSEDED SURVEY CONTROL
 OJ0473
 OJ0473.No superseded survey control is available for this station.
 OJ0473
 OJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ104584(NAD 83)
 OJ0473_MARKER: DD = SURVEY DISK
 OJ0473_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0473_SP_SET: COPPER-CLAD STEEL ROD
 OJ0473_STAMPING: LSC 5C48 1976 AC
 OJ0473_PROJECTION: FLUSH
 OJ0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0473+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 OJ0473_ROD/PIPE-DEPTH: 6.10 meters
 OJ0473
 OJ0473  HISTORY     - Date     Condition        Report By
 OJ0473  HISTORY     - 1976     MONUMENTED       NOS
 OJ0473  HISTORY     - 19920830 GOOD             USPSQD
 OJ0473  HISTORY     - 19980530 GOOD             USPSQD
 OJ0473  HISTORY     - 20050727 GOOD             ROWEIN
 OJ0473
 OJ0473                          STATION DESCRIPTION
 OJ0473
 OJ0473'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0473'0.9 MI NE FROM BAYPORT.
 OJ0473'0.9 MILE NORTHEAST ALONG HIGHWAY M25 MAIN STREET FROM THE INTERSECTION
 OJ0473'OF HALL STREET IN BAYPORT, AT THE SOUTHEAST CORNER OF THE INTERSECTION
 OJ0473'OF BAYPORT ROAD, 54 FEET SOUTHEAST CENTERLINE OF HIGHWAY M25, 44 FT.
 OJ0473'WEST CENTERLINE OF BAYPORT ROAD, 24.5 FT. SOUTH OF A 36 INCH OAK, 20.7
 OJ0473'FT. EAST OF MOST NORTHERLY LEG OF LEFTYS DRIVE IN SIGN BEING HIGHEST
 OJ0473'POINT OVER CROSS AT CENTER OF BRONZE DISK  ON TOP OF A 5/8 INCH
 OJ0473'COPPER COATED STEEL ROD 20 FOOT LONG AND PROTECTED BY A 6 INCH
 OJ0473'DIAMETER ROUND PROTECTOR.
 OJ0473
 OJ0473                          STATION RECOVERY (1992)
 OJ0473
 OJ0473'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0473'RECOVERED IN GOOD CONDITION.
 OJ0473
 OJ0473                          STATION RECOVERY (1998)
 OJ0473
 OJ0473'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0473'RECOVERED IN GOOD CONDITION.
 OJ0473
 OJ0473                          STATION RECOVERY (2005)
 OJ0473
 OJ0473'RECOVERY NOTE BY ROWE INCORPORATED 2005 (JJF)
 OJ0473'FOUND AS DESCRIBED, BUT SCALED COORDINATES ARE INCORRECT.  COORDINATES
 OJ0473'SHOULD BE 43 51 11 (N) AND 083 21 33 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0475 ***********************************************************************
 OJ0475  DESIGNATION -  907 5029 RUINS
 OJ0475  PID         -  OJ0475
 OJ0475  STATE/COUNTY-  MI/HURON
 OJ0475  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0475
 OJ0475                         *CURRENT SURVEY CONTROL
 OJ0475  ___________________________________________________________________
 OJ0475* NAD 83(1986)-  43 51 48.     (N)    083 21 12.     (W)     SCALED    
 OJ0475* NAVD 88     -       178.809  (meters)     586.64   (feet)  ADJUSTED  
 OJ0475  ___________________________________________________________________
 OJ0475  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0475  DYNAMIC HT  -         178.781 (meters)     586.55  (feet)  COMP
 OJ0475  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 OJ0475
 OJ0475  VERT ORDER  -  FIRST     CLASS 0
 OJ0475
 OJ0475.The horizontal coordinates were scaled from a topographic map and have
 OJ0475.an estimated accuracy of +/- 6 seconds.
 OJ0475
 OJ0475.The orthometric height was determined by differential leveling
 OJ0475.and adjusted by the National Geodetic Survey in June 1991..
 OJ0475
 OJ0475.The geoid height was determined by GEOID03.
 OJ0475
 OJ0475.The dynamic height is computed by dividing the NAVD 88
 OJ0475.geopotential number by the normal gravity value computed on the
 OJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0475.degrees latitude (g = 980.6199 gals.).
 OJ0475
 OJ0475.The modeled gravity was interpolated from observed gravity values.
 OJ0475
 OJ0475;                    North         East    Units  Estimated Accuracy
 OJ0475;SPC MI S     -   263,020.    4,081,460.      MT  (+/- 180 meters Scaled)
 OJ0475
 OJ0475                          SUPERSEDED SURVEY CONTROL
 OJ0475
 OJ0475.No superseded survey control is available for this station.
 OJ0475
 OJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ108593(NAD 83)
 OJ0475_MARKER: B = BOLT
 OJ0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0475_SP_SET: CONCRETE RUINS
 OJ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0475+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 OJ0475
 OJ0475  HISTORY     - Date     Condition        Report By
 OJ0475  HISTORY     - 1962     MONUMENTED       RBNF
 OJ0475  HISTORY     - 1976     GOOD             NOS
 OJ0475  HISTORY     - 19920830 GOOD             USPSQD
 OJ0475  HISTORY     - 19980530 GOOD             USPSQD
 OJ0475  HISTORY     - 20050727 GOOD             ROWEIN
 OJ0475
 OJ0475                          STATION DESCRIPTION
 OJ0475
 OJ0475'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0475'1.0 MI NE FROM BAYPORT.
 OJ0475'1.0 MILE NORTHEAST ALONG HIGHWAY 25 MAIN STREET FROM THE INTERSECTION
 OJ0475'OF HALL STREET IN BAYPORT, AT THE BAY SHORE MARINA, ON THE WEST SIDE
 OJ0475'OF THE SLIP, 266 FEET NOOTH OF A TUNNEL ENTRANCE, 75.5 FT. WEST OF
 OJ0475'STEEL PILE DOCKLINE, 2 3/4 FT. ABOVE THE GROUND, 0.9 FT. EAST OF WEST
 OJ0475'EDGE AND 0.7 FT. NORTH OF SOUTH EDGE OF CONCRETE RUINS, BEING HIGHEST
 OJ0475'POINT OVER CROSS CUT IN TOP OF 3/4 INCH DIAMETER STEEL BOLT PROTRUDING
 OJ0475'FROM THE TOP OF THE CONCRETE RUINS.
 OJ0475
 OJ0475                          STATION RECOVERY (1992)
 OJ0475
 OJ0475'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0475'RECOVERED IN GOOD CONDITION.
 OJ0475
 OJ0475                          STATION RECOVERY (1998)
 OJ0475
 OJ0475'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0475'RECOVERED IN GOOD CONDITION.
 OJ0475
 OJ0475                          STATION RECOVERY (2005)
 OJ0475
 OJ0475'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 OJ0475'FOUND AS DESCRIBED, BUT SCALED COORDINATES ARE INCORRECT.  COORDINATES
 OJ0475'SHOULD BE 43 51 31 (N) AND 083 21 21 (W).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0474 ***********************************************************************
 OJ0474  DESIGNATION -  907 5029 STEELE
 OJ0474  PID         -  OJ0474
 OJ0474  STATE/COUNTY-  MI/HURON
 OJ0474  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0474
 OJ0474                         *CURRENT SURVEY CONTROL
 OJ0474  ___________________________________________________________________
 OJ0474* NAD 83(1986)-  43 51 48.     (N)    083 21 12.     (W)     SCALED    
 OJ0474* NAVD 88     -       178.472  (meters)     585.54   (feet)  ADJUSTED  
 OJ0474  ___________________________________________________________________
 OJ0474  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OJ0474  DYNAMIC HT  -         178.444 (meters)     585.45  (feet)  COMP
 OJ0474  MODELED GRAV-     980,455.9   (mgal)                       NAVD 88
 OJ0474
 OJ0474  VERT ORDER  -  FIRST     CLASS 0
 OJ0474
 OJ0474.The horizontal coordinates were scaled from a topographic map and have
 OJ0474.an estimated accuracy of +/- 6 seconds.
 OJ0474
 OJ0474.The orthometric height was determined by differential leveling
 OJ0474.and adjusted by the National Geodetic Survey in June 1991..
 OJ0474
 OJ0474.The geoid height was determined by GEOID03.
 OJ0474
 OJ0474.The dynamic height is computed by dividing the NAVD 88
 OJ0474.geopotential number by the normal gravity value computed on the
 OJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0474.degrees latitude (g = 980.6199 gals.).
 OJ0474
 OJ0474.The modeled gravity was interpolated from observed gravity values.
 OJ0474
 OJ0474;                    North         East    Units  Estimated Accuracy
 OJ0474;SPC MI S     -   263,020.    4,081,460.      MT  (+/- 180 meters Scaled)
 OJ0474
 OJ0474                          SUPERSEDED SURVEY CONTROL
 OJ0474
 OJ0474.No superseded survey control is available for this station.
 OJ0474
 OJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ108593(NAD 83)
 OJ0474_MARKER: Z = SEE DESCRIPTION
 OJ0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0474_SP_SET: STEEL PILING
 OJ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0474+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 OJ0474
 OJ0474  HISTORY     - Date     Condition        Report By
 OJ0474  HISTORY     - 1962     MONUMENTED       RBNF
 OJ0474  HISTORY     - 1976     GOOD             NOS
 OJ0474  HISTORY     - 19920830 GOOD             USPSQD
 OJ0474  HISTORY     - 19980530 GOOD             USPSQD
 OJ0474  HISTORY     - 20050727 GOOD             ROWEIN
 OJ0474
 OJ0474                          STATION DESCRIPTION
 OJ0474
 OJ0474'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0474'1.0 MI NE FROM BAYPORT.
 OJ0474'1.0 MILE NORTHEAST ALONG HIGHWAY 25 MAIN STREET FROM THE INTERSECTION
 OJ0474'OF HALL STREET IN BAYPORT, AT THE BAY SHORE MARINA, ON THE WEST SIDE
 OJ0474'OF THE SLIP, 266 FEET NORTH OF THE ENTRANCE TO TUNNEL, 66 FEET NORTH
 OJ0474'OF SOUTH END AND 63.6 FEET SOUTH OF THE NORTHEAST CORNER OF THE STEEL
 OJ0474'PILE DOCK LINE, ON LINE WITH NORTH FACE AND 5.2 FEET EAST OF THE
 OJ0474'NORTHEAST CORNER OF CONVEYOR FOUNDATION RUINS, ON TOP OF THE STEEL
 OJ0474'PILING, BEING HIGHEST POINT IN A RECTANGLE FORMED BY TWO CUT LINES AND
 OJ0474'THE EDGES OF THE STEEL PILING.
 OJ0474
 OJ0474                          STATION RECOVERY (1992)
 OJ0474
 OJ0474'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0474'RECOVERED IN GOOD CONDITION.
 OJ0474
 OJ0474                          STATION RECOVERY (1998)
 OJ0474
 OJ0474'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0474'RECOVERED IN GOOD CONDITION.
 OJ0474
 OJ0474                          STATION RECOVERY (2005)
 OJ0474
 OJ0474'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 OJ0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0459 ***********************************************************************
 OJ0459  DESIGNATION -  907 5031 BRIDGE
 OJ0459  PID         -  OJ0459
 OJ0459  STATE/COUNTY-  MI/HURON
 OJ0459  USGS QUAD   -  SEBEWAING (1978)
 OJ0459
 OJ0459                         *CURRENT SURVEY CONTROL
 OJ0459  ___________________________________________________________________
 OJ0459* NAD 83(1986)-  43 44 00.     (N)    083 27 30.     (W)     SCALED    
 OJ0459* NAVD 88     -       179.942  (meters)     590.36   (feet)  ADJUSTED  
 OJ0459  ___________________________________________________________________
 OJ0459  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0459  DYNAMIC HT  -         179.912 (meters)     590.26  (feet)  COMP
 OJ0459  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 OJ0459
 OJ0459  VERT ORDER  -  FIRST     CLASS 0
 OJ0459
 OJ0459.The horizontal coordinates were scaled from a topographic map and have
 OJ0459.an estimated accuracy of +/- 6 seconds.
 OJ0459
 OJ0459.The orthometric height was determined by differential leveling
 OJ0459.and adjusted by the National Geodetic Survey in June 1991..
 OJ0459
 OJ0459.The geoid height was determined by GEOID03.
 OJ0459
 OJ0459.The dynamic height is computed by dividing the NAVD 88
 OJ0459.geopotential number by the normal gravity value computed on the
 OJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0459.degrees latitude (g = 980.6199 gals.).
 OJ0459
 OJ0459.The modeled gravity was interpolated from observed gravity values.
 OJ0459
 OJ0459;                    North         East    Units  Estimated Accuracy
 OJ0459;SPC MI S     -   248,480.    4,073,180.      MT  (+/- 180 meters Scaled)
 OJ0459
 OJ0459                          SUPERSEDED SURVEY CONTROL
 OJ0459
 OJ0459.No superseded survey control is available for this station.
 OJ0459
 OJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ020451(NAD 83)
 OJ0459_MARKER: Q = CHISELED SQUARE
 OJ0459_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0459_SP_SET: ABUTMENT
 OJ0459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0459+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2005
 OJ0459
 OJ0459  HISTORY     - Date     Condition        Report By
 OJ0459  HISTORY     - 1963     MONUMENTED       RBNF
 OJ0459  HISTORY     - 1976     GOOD             NOS
 OJ0459  HISTORY     - 19920829 GOOD             USPSQD
 OJ0459  HISTORY     - 19980530 POOR             USPSQD
 OJ0459  HISTORY     - 20050620 GOOD             INDIV
 OJ0459
 OJ0459                          STATION DESCRIPTION
 OJ0459
 OJ0459'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0459'IN SEBEWAING.
 OJ0459'ON THE NORTH SIDE OF THE SEBEWAING RIVER, ON TOP OF THE NORTHWEST
 OJ0459'CONCRETE ABUTMENT OF THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER THE
 OJ0459'RIVER, 3 FEET WEST OF WESTERLY RAIL OF TRACKS, 0.5 FOOT NORTH OF
 OJ0459'SOUTH FACE AND 0.4 FOOT WEST OF THE EAST FACE OF ABUTMENT, BEING
 OJ0459'HIGHEST POINT IN A 1 INCH SQUARE CUT INTO THE CONCRETE.
 OJ0459
 OJ0459                          STATION RECOVERY (1992)
 OJ0459
 OJ0459'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0459'RECOVERED IN GOOD CONDITION.
 OJ0459
 OJ0459                          STATION RECOVERY (1998)
 OJ0459
 OJ0459'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0459'MARK RECOVERED IN POOR CONDITION.
 OJ0459
 OJ0459                          STATION RECOVERY (2005)
 OJ0459
 OJ0459'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWM)
 OJ0459'MONUMENT RECOVERED AS DESCRIBED  BY SPICER GROUP, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0462 ***********************************************************************
 OJ0462  DESIGNATION -  907 5031 DUTCHER
 OJ0462  PID         -  OJ0462
 OJ0462  STATE/COUNTY-  MI/HURON
 OJ0462  USGS QUAD   -  SEBEWAING (1978)
 OJ0462
 OJ0462                         *CURRENT SURVEY CONTROL
 OJ0462  ___________________________________________________________________
 OJ0462* NAD 83(1986)-  43 44 00.     (N)    083 27 37.     (W)     SCALED    
 OJ0462* NAVD 88     -       177.711  (meters)     583.04   (feet)  ADJUSTED  
 OJ0462  ___________________________________________________________________
 OJ0462  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0462  DYNAMIC HT  -         177.680 (meters)     582.94  (feet)  COMP
 OJ0462  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 OJ0462
 OJ0462  VERT ORDER  -  FIRST     CLASS 0
 OJ0462
 OJ0462.The horizontal coordinates were scaled from a topographic map and have
 OJ0462.an estimated accuracy of +/- 6 seconds.
 OJ0462
 OJ0462.The orthometric height was determined by differential leveling
 OJ0462.and adjusted by the National Geodetic Survey in June 1991..
 OJ0462
 OJ0462.The geoid height was determined by GEOID03.
 OJ0462
 OJ0462.The dynamic height is computed by dividing the NAVD 88
 OJ0462.geopotential number by the normal gravity value computed on the
 OJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0462.degrees latitude (g = 980.6199 gals.).
 OJ0462
 OJ0462.The modeled gravity was interpolated from observed gravity values.
 OJ0462
 OJ0462;                    North         East    Units  Estimated Accuracy
 OJ0462;SPC MI S     -   248,480.    4,073,020.      MT  (+/- 180 meters Scaled)
 OJ0462
 OJ0462                          SUPERSEDED SURVEY CONTROL
 OJ0462
 OJ0462.No superseded survey control is available for this station.
 OJ0462
 OJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ018451(NAD 83)
 OJ0462_MARKER: I = METAL ROD
 OJ0462_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0462_SP_SET: BUILDING
 OJ0462_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0462_ROD/PIPE-DEPTH: 3.96 meters
 OJ0462
 OJ0462  HISTORY     - Date     Condition        Report By
 OJ0462  HISTORY     - 1963     MONUMENTED       RBNF
 OJ0462  HISTORY     - 1976     GOOD             NOS
 OJ0462  HISTORY     - 19920829 GOOD             USPSQD
 OJ0462  HISTORY     - 19980530 GOOD             USPSQD
 OJ0462
 OJ0462                          STATION DESCRIPTION
 OJ0462
 OJ0462'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0462'IN SEBEWAING.
 OJ0462'ON THE NORTH SIDE OF THE SEBEWAING RIVER, ABOUT 700 FT. DOWNRIVER
 OJ0462'FROM THE CHESAPEAKE AND OHIO RAILROAD BRIDGE, 35 FEET NORTH OF THE
 OJ0462'RIVER BANK, 1.0 FT. NOOTHEAST OF AND IN LINE WITH SOUTHEAST FACE OF
 OJ0462'EAST CORNER OF THE GRAY NET STORAGE BUILDING ON THE DUTCHER FISHERIES
 OJ0462'PROPERTY, ONE HALF FT. BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 OJ0462'ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD, 13 FT. LONG.
 OJ0462
 OJ0462                          STATION RECOVERY (1992)
 OJ0462
 OJ0462'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0462'RECOVERED IN GOOD CONDITION.
 OJ0462
 OJ0462                          STATION RECOVERY (1998)
 OJ0462
 OJ0462'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0461 ***********************************************************************
 OJ0461  DESIGNATION -  907 5031 FISH
 OJ0461  PID         -  OJ0461
 OJ0461  STATE/COUNTY-  MI/HURON
 OJ0461  USGS QUAD   -  SEBEWAING (1978)
 OJ0461
 OJ0461                         *CURRENT SURVEY CONTROL
 OJ0461  ___________________________________________________________________
 OJ0461* NAD 83(1986)-  43 44 00.     (N)    083 27 34.     (W)     SCALED    
 OJ0461* NAVD 88     -       178.146  (meters)     584.47   (feet)  ADJUSTED  
 OJ0461  ___________________________________________________________________
 OJ0461  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0461  DYNAMIC HT  -         178.115 (meters)     584.37  (feet)  COMP
 OJ0461  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 OJ0461
 OJ0461  VERT ORDER  -  FIRST     CLASS 0
 OJ0461
 OJ0461.The horizontal coordinates were scaled from a topographic map and have
 OJ0461.an estimated accuracy of +/- 6 seconds.
 OJ0461
 OJ0461.The orthometric height was determined by differential leveling
 OJ0461.and adjusted by the National Geodetic Survey in June 1991..
 OJ0461
 OJ0461.The geoid height was determined by GEOID03.
 OJ0461
 OJ0461.The dynamic height is computed by dividing the NAVD 88
 OJ0461.geopotential number by the normal gravity value computed on the
 OJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0461.degrees latitude (g = 980.6199 gals.).
 OJ0461
 OJ0461.The modeled gravity was interpolated from observed gravity values.
 OJ0461
 OJ0461;                    North         East    Units  Estimated Accuracy
 OJ0461;SPC MI S     -   248,480.    4,073,090.      MT  (+/- 180 meters Scaled)
 OJ0461
 OJ0461                          SUPERSEDED SURVEY CONTROL
 OJ0461
 OJ0461.No superseded survey control is available for this station.
 OJ0461
 OJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ019451(NAD 83)
 OJ0461_MARKER: I = METAL ROD
 OJ0461_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0461_SP_SET: COPPER-CLAD STEEL ROD
 OJ0461_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0461_ROD/PIPE-DEPTH: 0.30 meters
 OJ0461
 OJ0461  HISTORY     - Date     Condition        Report By
 OJ0461  HISTORY     - 1963     MONUMENTED       RBNF
 OJ0461  HISTORY     - 1976     GOOD             NOS
 OJ0461  HISTORY     - 19920829 GOOD             USPSQD
 OJ0461  HISTORY     - 19980530 GOOD             USPSQD
 OJ0461
 OJ0461                          STATION DESCRIPTION
 OJ0461
 OJ0461'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0461'IN SEBEWAING.
 OJ0461'ON NORTH SIDE OF THE SEBEWAING RIVER, ABOUT 200 FT. DOWNRIVER FROM
 OJ0461'THE CHESAPEAKE AND OHIO RAILROAD BRIDGE, AT AN ABANDONED FISHERY,
 OJ0461'ABOUT 125 FT. NORTHERLY OF THE RIVER BANK, 54.7 FEET SOUTHERLY OF A
 OJ0461'26 INCH POPLAR, 20.5 FT. EASTERLY OF A UTILITY POLE, 19.5 FT. NORTH
 OJ0461'OF AN 18 INCH ASH, 13.2 FT. WESTERLY OF A 12 INCH ASH, .25 FT. BELOW
 OJ0461'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH
 OJ0461'DIAMETER COPPER COATED STEEL ROD, 10 FEET LONG.
 OJ0461
 OJ0461                          STATION RECOVERY (1992)
 OJ0461
 OJ0461'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0461'RECOVERED IN GOOD CONDITION.
 OJ0461
 OJ0461                          STATION RECOVERY (1998)
 OJ0461
 OJ0461'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0460 ***********************************************************************
 OJ0460  DESIGNATION -  907 5031 SEB 6 A
 OJ0460  PID         -  OJ0460
 OJ0460  STATE/COUNTY-  MI/HURON
 OJ0460  USGS QUAD   -  SEBEWAING (1978)
 OJ0460
 OJ0460                         *CURRENT SURVEY CONTROL
 OJ0460  ___________________________________________________________________
 OJ0460* NAD 83(1986)-  43 44 00.     (N)    083 27 32.     (W)     SCALED    
 OJ0460* NAVD 88     -       178.821  (meters)     586.68   (feet)  ADJUSTED  
 OJ0460  ___________________________________________________________________
 OJ0460  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0460  DYNAMIC HT  -         178.791 (meters)     586.58  (feet)  COMP
 OJ0460  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 OJ0460
 OJ0460  VERT ORDER  -  FIRST     CLASS 0
 OJ0460
 OJ0460.The horizontal coordinates were scaled from a topographic map and have
 OJ0460.an estimated accuracy of +/- 6 seconds.
 OJ0460
 OJ0460.The orthometric height was determined by differential leveling
 OJ0460.and adjusted by the National Geodetic Survey in June 1991..
 OJ0460
 OJ0460.The geoid height was determined by GEOID03.
 OJ0460
 OJ0460.The dynamic height is computed by dividing the NAVD 88
 OJ0460.geopotential number by the normal gravity value computed on the
 OJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0460.degrees latitude (g = 980.6199 gals.).
 OJ0460
 OJ0460.The modeled gravity was interpolated from observed gravity values.
 OJ0460
 OJ0460;                    North         East    Units  Estimated Accuracy
 OJ0460;SPC MI S     -   248,480.    4,073,140.      MT  (+/- 180 meters Scaled)
 OJ0460
 OJ0460                          SUPERSEDED SURVEY CONTROL
 OJ0460
 OJ0460.No superseded survey control is available for this station.
 OJ0460
 OJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ019451(NAD 83)
 OJ0460_MARKER: DD = SURVEY DISK
 OJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0460_SP_SET: CONCRETE POST
 OJ0460_STAMPING: SEB 6A
 OJ0460_PROJECTION: FLUSH
 OJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0460+STABILITY: SURFACE MOTION
 OJ0460
 OJ0460  HISTORY     - Date     Condition        Report By
 OJ0460  HISTORY     - 1974     MONUMENTED       RBNF
 OJ0460  HISTORY     - 1976     GOOD             NOS
 OJ0460  HISTORY     - 19920829 MARK NOT FOUND   USPSQD
 OJ0460  HISTORY     - 19980530 GOOD             USPSQD
 OJ0460
 OJ0460                          STATION DESCRIPTION
 OJ0460
 OJ0460'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0460'IN SEBEWAING.
 OJ0460'NORTHWEST OF THE CHESAPEAKE RAILROAD BRIDGE OVER THE SEBEWAING RIVER,
 OJ0460'103.5 FEET WEST OF WEST RAIL OF TRACKS 18.6 FEET SOUTHWEST OF SOUTH
 OJ0460'EAST CORNER OF A 1 STORY FRAME BUILDING, 15.4 FT. SOUTHEAST OF A
 OJ0460'24 INCH TRUNKED BOX ELDER, 10.5 FT. SOUTHEAST OF THE SOUTHWEST CORNER
 OJ0460'OF BUILDING, BEING HIGHEAST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0460'SET INTO THE CONCRETE, FLUSH WITH THE GROUND SURFACE.
 OJ0460
 OJ0460                          STATION RECOVERY (1992)
 OJ0460
 OJ0460'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0460'MARK NOT FOUND.
 OJ0460
 OJ0460                          STATION RECOVERY (1998)
 OJ0460
 OJ0460'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0521 ***********************************************************************
 OJ0521  DESIGNATION -  907 5035 COAL USLS
 OJ0521  PID         -  OJ0521
 OJ0521  STATE/COUNTY-  MI/BAY
 OJ0521  USGS QUAD   -  BAY CITY NE (1973)
 OJ0521
 OJ0521                         *CURRENT SURVEY CONTROL
 OJ0521  ___________________________________________________________________
 OJ0521* NAD 83(1986)-  43 38 35.     (N)    083 50 48.     (W)     SCALED    
 OJ0521* NAVD 88     -       178.216  (meters)     584.70   (feet)  ADJUSTED  
 OJ0521  ___________________________________________________________________
 OJ0521  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OJ0521  DYNAMIC HT  -         178.181 (meters)     584.58  (feet)  COMP
 OJ0521  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 OJ0521
 OJ0521  VERT ORDER  -  FIRST     CLASS 0
 OJ0521
 OJ0521.The horizontal coordinates were scaled from a topographic map and have
 OJ0521.an estimated accuracy of +/- 6 seconds.
 OJ0521
 OJ0521.The orthometric height was determined by differential leveling
 OJ0521.and adjusted by the National Geodetic Survey in June 1991..
 OJ0521
 OJ0521.The geoid height was determined by GEOID03.
 OJ0521
 OJ0521.The dynamic height is computed by dividing the NAVD 88
 OJ0521.geopotential number by the normal gravity value computed on the
 OJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0521.degrees latitude (g = 980.6199 gals.).
 OJ0521
 OJ0521.The modeled gravity was interpolated from observed gravity values.
 OJ0521
 OJ0521;                    North         East    Units  Estimated Accuracy
 OJ0521;SPC MI S     -   238,190.    4,041,960.      MT  (+/- 180 meters Scaled)
 OJ0521
 OJ0521                          SUPERSEDED SURVEY CONTROL
 OJ0521
 OJ0521.No superseded survey control is available for this station.
 OJ0521
 OJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704361(NAD 83)
 OJ0521_MARKER: Q = CHISELED SQUARE
 OJ0521_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0521+WITH SETTING: PAVEMENT
 OJ0521_SP_SET: STEP
 OJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0521+STABILITY: SURFACE MOTION
 OJ0521
 OJ0521  HISTORY     - Date     Condition        Report By
 OJ0521  HISTORY     - 1953     MONUMENTED       USLS
 OJ0521  HISTORY     - 1976     GOOD             NOS
 OJ0521
 OJ0521                          STATION DESCRIPTION
 OJ0521
 OJ0521'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0521'IN ESSEXVILLE.
 OJ0521'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0521'POWER PLANT, NEAR POINT WHERE COAL CONVEYOR EMERGES FROM THE GROUND,
 OJ0521'AT CONTROL TOWER AT DOWNRIVER END OF THE CONVEYOR ON UPSTREAM CORNER
 OJ0521'OF FIRST STEP OF THREE LEADING TO THE CONTROL TOWER, BEING HIGHEST
 OJ0521'POINT IN SQUARE CUT IN THE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0526 ***********************************************************************
 OJ0526  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0526  DESIGNATION -  907 5035 CON
 OJ0526  PID         -  OJ0526
 OJ0526  STATE/COUNTY-  MI/BAY
 OJ0526  USGS QUAD   -  BAY CITY NE (1973)
 OJ0526
 OJ0526                         *CURRENT SURVEY CONTROL
 OJ0526  ___________________________________________________________________
 OJ0526* NAD 83(1986)-  43 38 21.     (N)    083 50 42.     (W)     SCALED    
 OJ0526* NAVD 88     -       179.208  (meters)     587.95   (feet)  ADJUSTED  
 OJ0526  ___________________________________________________________________
 OJ0526  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0526  DYNAMIC HT  -         179.173 (meters)     587.84  (feet)  COMP
 OJ0526  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 OJ0526
 OJ0526  VERT ORDER  -  FIRST     CLASS 0
 OJ0526
 OJ0526.The horizontal coordinates were scaled from a topographic map and have
 OJ0526.an estimated accuracy of +/- 6 seconds.
 OJ0526
 OJ0526.The orthometric height was determined by differential leveling
 OJ0526.and adjusted by the National Geodetic Survey in June 1991..
 OJ0526
 OJ0526.This Tidal Bench Mark is designated as VM 13047
 OJ0526.by the Center for Operational Oceanographic Products and Services.
 OJ0526
 OJ0526.The geoid height was determined by GEOID03.
 OJ0526
 OJ0526.The dynamic height is computed by dividing the NAVD 88
 OJ0526.geopotential number by the normal gravity value computed on the
 OJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0526.degrees latitude (g = 980.6199 gals.).
 OJ0526
 OJ0526.The modeled gravity was interpolated from observed gravity values.
 OJ0526
 OJ0526;                    North         East    Units  Estimated Accuracy
 OJ0526;SPC MI S     -   237,750.    4,042,090.      MT  (+/- 180 meters Scaled)
 OJ0526
 OJ0526                          SUPERSEDED SURVEY CONTROL
 OJ0526
 OJ0526.No superseded survey control is available for this station.
 OJ0526
 OJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ705357(NAD 83)
 OJ0526_MARKER: DD = SURVEY DISK
 OJ0526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0526_SP_SET: BUILDING
 OJ0526_STAMPING: CON 1947 GER
 OJ0526_MARK LOGO: USLS  
 OJ0526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0526
 OJ0526  HISTORY     - Date     Condition        Report By
 OJ0526  HISTORY     - 1947     MONUMENTED       USLS
 OJ0526  HISTORY     - 1976     GOOD             NOS
 OJ0526  HISTORY     - 19941012 GOOD             NOS
 OJ0526  HISTORY     - 19951017 GOOD             NOS
 OJ0526
 OJ0526                          STATION DESCRIPTION
 OJ0526
 OJ0526'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0526'IN ESSEXVILLE.
 OJ0526'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0526'POWER PLANT, ON THE NORTH FACE OF THE MAIN BUILDING, ON WEST SIDE OF
 OJ0526'ENTRANCE, 1.5 FT. EAST OF THE RIVER SIDE OF THE CONCRETE STEPS, 4 FT.
 OJ0526'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE
 OJ0526'DISK SET INTO THE FOUNDATION.
 OJ0526
 OJ0526                          STATION RECOVERY (1994)
 OJ0526
 OJ0526'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0526'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 OJ0526'THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY, WEADOCK
 OJ0526'POWER PLANT, ON THE NORTH FACE OF THE MAIN BUILDING, ON WEST SIDE OF
 OJ0526'ENTRANCE, 13.85 METERS (45.44 FT) SOUTH-SOUTHEAST OF FLAGPOLE, 8.8
 OJ0526'METERS (28.9 FT) EAST-NORTHEAST OF EAST FACE OF WEST WING OF BUILDING,
 OJ0526'3.4 METERS (11.2 FT) WEST-SOUTHWEST OF CENTER OF BUILDING ENTRANCE
 OJ0526'DOOR, 1.0 METER (3.3 FT) ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 OJ0526'CROSS AT CENTER OF BRONZE DISK SET INTO THE FOUNDATION.
 OJ0526
 OJ0526                          STATION RECOVERY (1995)
 OJ0526
 OJ0526'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0526'RECOVERED AS DSECRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0527 ***********************************************************************
 OJ0527  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0527  DESIGNATION -  907 5035 CORNER USLS
 OJ0527  PID         -  OJ0527
 OJ0527  STATE/COUNTY-  MI/BAY
 OJ0527  USGS QUAD   -  BAY CITY NE (1973)
 OJ0527
 OJ0527                         *CURRENT SURVEY CONTROL
 OJ0527  ___________________________________________________________________
 OJ0527* NAD 83(1986)-  43 38 18.     (N)    083 50 24.     (W)     SCALED    
 OJ0527* NAVD 88     -       178.330  (meters)     585.07   (feet)  ADJUSTED  
 OJ0527  ___________________________________________________________________
 OJ0527  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0527  DYNAMIC HT  -         178.295 (meters)     584.96  (feet)  COMP
 OJ0527  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 OJ0527
 OJ0527  VERT ORDER  -  FIRST     CLASS 0
 OJ0527
 OJ0527.The horizontal coordinates were scaled from a topographic map and have
 OJ0527.an estimated accuracy of +/- 6 seconds.
 OJ0527
 OJ0527.The orthometric height was determined by differential leveling
 OJ0527.and adjusted by the National Geodetic Survey in June 1991..
 OJ0527
 OJ0527.This Tidal Bench Mark is designated as VM 13054
 OJ0527.by the Center for Operational Oceanographic Products and Services.
 OJ0527
 OJ0527.The geoid height was determined by GEOID03.
 OJ0527
 OJ0527.The dynamic height is computed by dividing the NAVD 88
 OJ0527.geopotential number by the normal gravity value computed on the
 OJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0527.degrees latitude (g = 980.6199 gals.).
 OJ0527
 OJ0527.The modeled gravity was interpolated from observed gravity values.
 OJ0527
 OJ0527;                    North         East    Units  Estimated Accuracy
 OJ0527;SPC MI S     -   237,660.    4,042,500.      MT  (+/- 180 meters Scaled)
 OJ0527
 OJ0527                          SUPERSEDED SURVEY CONTROL
 OJ0527
 OJ0527.No superseded survey control is available for this station.
 OJ0527
 OJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ709356(NAD 83)
 OJ0527_MARKER: I = METAL ROD
 OJ0527_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OJ0527_SP_SET: STEEL ROD
 OJ0527_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0527+STABILITY: SURFACE MOTION
 OJ0527_ROD/PIPE-DEPTH: 3.66 meters
 OJ0527
 OJ0527  HISTORY     - Date     Condition        Report By
 OJ0527  HISTORY     - 1954     MONUMENTED       USLS
 OJ0527  HISTORY     - 1976     GOOD             NOS
 OJ0527
 OJ0527                          STATION DESCRIPTION
 OJ0527
 OJ0527'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0527'1.7 MI NORTH FROM ESSEXVILLE.
 OJ0527'1.7 MILES NORTH ALONG PINE STREET FROM THE INTERSECTION OF WOODSIDE
 OJ0527'AND PINE STREETS IN ESSEXVILLE, 28 FT. SOUTH CENTERLINE OF THE STREET
 OJ0527'WESTERLY OF WEST CURVE IN ROAD, 2.0 FT. NORTH AND IN LINE WTIH NORTH
 OJ0527'SOUTH SECTION OF FENCE, 1/4 FOOT BELOW THE GROUND SURFACE, BEING
 OJ0527'HIGHEST POINT ON TOP OF A 1 INCH DIAMETER STEEL ROD, 12 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0522 ***********************************************************************
 OJ0522  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0522  DESIGNATION -  907 5035 FS 9
 OJ0522  PID         -  OJ0522
 OJ0522  STATE/COUNTY-  MI/BAY
 OJ0522  USGS QUAD   -  BAY CITY NE (1973)
 OJ0522
 OJ0522                         *CURRENT SURVEY CONTROL
 OJ0522  ___________________________________________________________________
 OJ0522* NAD 83(1986)-  43 38 27.     (N)    083 50 44.     (W)     SCALED    
 OJ0522* NAVD 88     -       178.021  (meters)     584.06   (feet)  ADJUSTED  
 OJ0522  ___________________________________________________________________
 OJ0522  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0522  DYNAMIC HT  -         177.987 (meters)     583.95  (feet)  COMP
 OJ0522  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 OJ0522
 OJ0522  VERT ORDER  -  FIRST     CLASS 0
 OJ0522
 OJ0522.The horizontal coordinates were scaled from a topographic map and have
 OJ0522.an estimated accuracy of +/- 6 seconds.
 OJ0522
 OJ0522.The orthometric height was determined by differential leveling
 OJ0522.and adjusted by the National Geodetic Survey in March 1997..
 OJ0522
 OJ0522.This Tidal Bench Mark is designated as VM 13050
 OJ0522.by the Center for Operational Oceanographic Products and Services.
 OJ0522
 OJ0522.The geoid height was determined by GEOID03.
 OJ0522
 OJ0522.The dynamic height is computed by dividing the NAVD 88
 OJ0522.geopotential number by the normal gravity value computed on the
 OJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0522.degrees latitude (g = 980.6199 gals.).
 OJ0522
 OJ0522.The modeled gravity was interpolated from observed gravity values.
 OJ0522
 OJ0522;                    North         East    Units  Estimated Accuracy
 OJ0522;SPC MI S     -   237,940.    4,042,050.      MT  (+/- 180 meters Scaled)
 OJ0522
 OJ0522                          SUPERSEDED SURVEY CONTROL
 OJ0522
 OJ0522  NAVD 88 (06/15/91)  178.032  (m)          584.09   (f) UNKNOWN     1 0
 OJ0522
 OJ0522.Superseded values are not recommended for survey control.
 OJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0522.See file dsdata.txt to determine how the superseded data were derived.
 OJ0522
 OJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704359(NAD 83)
 OJ0522_MARKER: I = METAL ROD
 OJ0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0522_SP_SET: IRON ROD
 OJ0522_MARK LOGO: NONE  
 OJ0522_PROJECTION: RECESSED 3 CENTIMETERS
 OJ0522_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0522+STABILITY: SURFACE MOTION
 OJ0522_ROD/PIPE-DEPTH: 4.88 meters
 OJ0522
 OJ0522  HISTORY     - Date     Condition        Report By
 OJ0522  HISTORY     - 1947     MONUMENTED       USLS
 OJ0522  HISTORY     - 1976     GOOD             NOS
 OJ0522  HISTORY     - 19941012 GOOD             NOS
 OJ0522  HISTORY     - 19951017 GOOD             NOS
 OJ0522
 OJ0522                          STATION DESCRIPTION
 OJ0522
 OJ0522'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0522'IN ESSEXVILLE.
 OJ0522'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0522'POWER PLANT, AT UPSTREAM END AND ON RIVER SIDE OF LONG SHED OVER
 OJ0522'CONVEYOR LEADING FROM THE COAL STOCK PILE, NEAR DESIGNATION FIRE
 OJ0522'SECTION NO. 9, PAINTED ON THE SHED, 0.6 FEET WEST FROM RIVER FACE OF
 OJ0522'SHED, 0.5 FOOT NORTH FROM CONCRETE LANDING AT DOORWAY, 1 FOOT BELOW
 OJ0522'THE GROUND, BEING HIGHEST POINT ON TOP OF A 1 1/4 INCH DIAMETER IRON
 OJ0522'ROD, 16 FEET LONG.
 OJ0522
 OJ0522                          STATION RECOVERY (1994)
 OJ0522
 OJ0522'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0522'BENCHMARK IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST
 OJ0522'SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY,
 OJ0522'WEADOCK POWER PLANT, AT UPSTREAM END AND ON RIVER SIDE OF LONG SHED
 OJ0522'OVER CONVEYOR LEADING FROM THE COAL STOCK PILE, NEAR DESIGNATION FIRE
 OJ0522'SECTION NO.  9, PAINTED ON THE SHED, 30.9 FEET (9.4 M) NORTHEAST OF
 OJ0522'SOUTHEAST CORNER OF ALUMINUM SIDED GARAGE RUNNING PARALLEL TO RIVER,
 OJ0522'0.6 FEET (18.3 CM) WEST FROM RIVER FACE OF SHED, 0.5 FOOT (15.2 CM)
 OJ0522'NORTH FROM CONCRETE LANDING AT DOORWAY, 2.0 FT.THE TOP OF THE CONCRETE
 OJ0522'STEP AT ENTRANCE TO DOOR.  BELOW THE GROUND, BEING HIGHEST POINT ON
 OJ0522'TOP OF A 1 1/4 INCH DIAMETER IRON ROD, 16 FEET (4.9 M) LONG, AND
 OJ0522'RECESSED 30 CENIMETERS.
 OJ0522
 OJ0522                          STATION RECOVERY (1995)
 OJ0522
 OJ0522'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0522'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6034 ***********************************************************************
 AC6034  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6034  DESIGNATION -  907 5035 G
 AC6034  PID         -  AC6034
 AC6034  STATE/COUNTY-  MI/BAY
 AC6034  USGS QUAD   -  BAY CITY NE (1973)
 AC6034
 AC6034                         *CURRENT SURVEY CONTROL
 AC6034  ___________________________________________________________________
 AC6034* NAD 83(1986)-  43 38 31.     (N)    083 50 40.     (W)     SCALED    
 AC6034* NAVD 88     -       177.874  (meters)     583.57   (feet)  ADJUSTED  
 AC6034  ___________________________________________________________________
 AC6034  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AC6034  DYNAMIC HT  -         177.840 (meters)     583.46  (feet)  COMP
 AC6034  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 AC6034
 AC6034  VERT ORDER  -  SECOND    CLASS I
 AC6034
 AC6034.The horizontal coordinates were scaled from a topographic map and have
 AC6034.an estimated accuracy of +/- 6 seconds.
 AC6034
 AC6034.The orthometric height was determined by differential leveling
 AC6034.and adjusted by the National Geodetic Survey in May 2000..
 AC6034
 AC6034.This Tidal Bench Mark is designated as VM 13052
 AC6034.by the Center for Operational Oceanographic Products and Services.
 AC6034
 AC6034.The geoid height was determined by GEOID03.
 AC6034
 AC6034.The dynamic height is computed by dividing the NAVD 88
 AC6034.geopotential number by the normal gravity value computed on the
 AC6034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6034.degrees latitude (g = 980.6199 gals.).
 AC6034
 AC6034.The modeled gravity was interpolated from observed gravity values.
 AC6034
 AC6034;                    North         East    Units  Estimated Accuracy
 AC6034;SPC MI S     -   238,060.    4,042,140.      MT  (+/- 180 meters Scaled)
 AC6034
 AC6034                          SUPERSEDED SURVEY CONTROL
 AC6034
 AC6034  NAVD 88 (03/25/97)  177.875  (m)          583.58   (f) UNKNOWN     2 1
 AC6034
 AC6034.Superseded values are not recommended for survey control.
 AC6034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6034.See file dsdata.txt to determine how the superseded data were derived.
 AC6034
 AC6034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ705360(NAD 83)
 AC6034_MARKER: DB = BENCH MARK DISK
 AC6034_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6034_STAMPING: 5035 G 1990
 AC6034_MARK LOGO: NOS   
 AC6034_PROJECTION: FLUSH
 AC6034_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6034_ROD/PIPE-DEPTH: 15.8 meters
 AC6034
 AC6034  HISTORY     - Date     Condition        Report By
 AC6034  HISTORY     - 1990     MONUMENTED       NOS
 AC6034  HISTORY     - 19941012 GOOD             NOS
 AC6034  HISTORY     - 19951017 GOOD             NOS
 AC6034
 AC6034                          STATION DESCRIPTION
 AC6034
 AC6034'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC6034'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 AC6034'THE RIVER NEAR ITS MOUTH, AT THE CONSUMER POWER COMPANY, WEADOCK POWER
 AC6034'PLANT, 32.9 METERS (107.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 AC6034'ONE STORY DOUBLE-WIDE TRAINING TRAILER, 21.5 METERS (70.5 FT) WEST OF
 AC6034'CENTERLINE OF ROAD LEADING TO PARKING LOT, 18.4 METERS (60.4 FT)
 AC6034'NORTHEAST OF 0.8 METER (2.6 FT) DIAMETER DUTCH ELM TREE, 5.9 METERS
 AC6034'(19.4 FT) SOUTH-SOUTHEAST OF INSIDE OF PARKING LOT CURB, BEING HIGHEST
 AC6034'POINT OF STANDARD NOS BENCH MARK DISK, CRIMPED ATOP A 15.8 METER (51.8
 AC6034'FT) STAINLESS STEEL ROD, ENCASED IN CONCRETE KICKBLOCK WITH 4-INCH PVC
 AC6034'PIPE AND CAP.
 AC6034
 AC6034                          STATION RECOVERY (1995)
 AC6034
 AC6034'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC6034'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6035 ***********************************************************************
 AC6035  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6035  DESIGNATION -  907 5035 H
 AC6035  PID         -  AC6035
 AC6035  STATE/COUNTY-  MI/BAY
 AC6035  USGS QUAD   -  BAY CITY NE (1973)
 AC6035
 AC6035                         *CURRENT SURVEY CONTROL
 AC6035  ___________________________________________________________________
 AC6035* NAD 83(1986)-  43 38 22.     (N)    083 50 31.     (W)     SCALED    
 AC6035* NAVD 88     -       178.341  (meters)     585.11   (feet)  ADJUSTED  
 AC6035  ___________________________________________________________________
 AC6035  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 AC6035  DYNAMIC HT  -         178.306 (meters)     584.99  (feet)  COMP
 AC6035  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 AC6035
 AC6035  VERT ORDER  -  SECOND    CLASS I
 AC6035
 AC6035.The horizontal coordinates were scaled from a topographic map and have
 AC6035.an estimated accuracy of +/- 6 seconds.
 AC6035
 AC6035.The orthometric height was determined by differential leveling
 AC6035.and adjusted by the National Geodetic Survey in March 1997..
 AC6035
 AC6035.This Tidal Bench Mark is designated as VM 13053
 AC6035.by the Center for Operational Oceanographic Products and Services.
 AC6035
 AC6035.The geoid height was determined by GEOID03.
 AC6035
 AC6035.The dynamic height is computed by dividing the NAVD 88
 AC6035.geopotential number by the normal gravity value computed on the
 AC6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6035.degrees latitude (g = 980.6199 gals.).
 AC6035
 AC6035.The modeled gravity was interpolated from observed gravity values.
 AC6035
 AC6035;                    North         East    Units  Estimated Accuracy
 AC6035;SPC MI S     -   237,790.    4,042,340.      MT  (+/- 180 meters Scaled)
 AC6035
 AC6035                          SUPERSEDED SURVEY CONTROL
 AC6035
 AC6035.No superseded survey control is available for this station.
 AC6035
 AC6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ707357(NAD 83)
 AC6035_MARKER: DB = BENCH MARK DISK
 AC6035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC6035_STAMPING: 5035 H 1992
 AC6035_MARK LOGO: NOS   
 AC6035_PROJECTION: FLUSH
 AC6035_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6035_ROD/PIPE-DEPTH: 12.5 meters
 AC6035
 AC6035  HISTORY     - Date     Condition        Report By
 AC6035  HISTORY     - 1992     MONUMENTED       NOS
 AC6035  HISTORY     - 19941012 GOOD             NOS
 AC6035  HISTORY     - 19951017 GOOD             NOS
 AC6035
 AC6035                          STATION DESCRIPTION
 AC6035
 AC6035'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AC6035'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 AC6035'THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY, WEADOCK
 AC6035'POWER PLANT, 12.2 METERS (40.0 FT) SOUTHWEST OF CENTERLINE OF MAIN
 AC6035'PLANT ROAD, 6.0 METERS (19.7 FT) EAST-NORTHEAST OF MOST EASTERLY RAIL
 AC6035'OF RAILROAD TRACK, 1.5 METERS (4.9 FT) EAST OF LIGHT POLE, 0.6 METERS
 AC6035'(2.0 FT) NORTH OF WITNESS POST, BEING HIGHEST POINT OF STANDARD BENCH
 AC6035'MARK DISK, CRIMPED ATOP A 12.5 METER (41.0 FT) STAINLESS STEEL ROD,
 AC6035'ENCASED IN CONCRETE KICKBLOCK WITH 5-INCH PVC PIPE AND COVER.
 AC6035
 AC6035                          STATION RECOVERY (1995)
 AC6035
 AC6035'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AC6035'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0523 ***********************************************************************
 OJ0523  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0523  DESIGNATION -  907 5035 LEG
 OJ0523  PID         -  OJ0523
 OJ0523  STATE/COUNTY-  MI/BAY
 OJ0523  USGS QUAD   -  BAY CITY NE (1973)
 OJ0523
 OJ0523                         *CURRENT SURVEY CONTROL
 OJ0523  ___________________________________________________________________
 OJ0523* NAD 83(1986)-  43 38 27.     (N)    083 50 46.     (W)     SCALED    
 OJ0523* NAVD 88     -       178.820  (meters)     586.68   (feet)  ADJUSTED  
 OJ0523  ___________________________________________________________________
 OJ0523  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0523  DYNAMIC HT  -         178.785 (meters)     586.56  (feet)  COMP
 OJ0523  MODELED GRAV-     980,421.5   (mgal)                       NAVD 88
 OJ0523
 OJ0523  VERT ORDER  -  FIRST     CLASS 0
 OJ0523
 OJ0523.The horizontal coordinates were scaled from a topographic map and have
 OJ0523.an estimated accuracy of +/- 6 seconds.
 OJ0523
 OJ0523.The orthometric height was determined by differential leveling
 OJ0523.and adjusted by the National Geodetic Survey in March 1997..
 OJ0523
 OJ0523.This Tidal Bench Mark is designated as VM 13049
 OJ0523.by the Center for Operational Oceanographic Products and Services.
 OJ0523
 OJ0523.The geoid height was determined by GEOID03.
 OJ0523
 OJ0523.The dynamic height is computed by dividing the NAVD 88
 OJ0523.geopotential number by the normal gravity value computed on the
 OJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0523.degrees latitude (g = 980.6199 gals.).
 OJ0523
 OJ0523.The modeled gravity was interpolated from observed gravity values.
 OJ0523
 OJ0523;                    North         East    Units  Estimated Accuracy
 OJ0523;SPC MI S     -   237,940.    4,042,000.      MT  (+/- 180 meters Scaled)
 OJ0523
 OJ0523                          SUPERSEDED SURVEY CONTROL
 OJ0523
 OJ0523  NAVD 88 (06/15/91)  178.826  (m)          586.70   (f) UNKNOWN     1 0
 OJ0523
 OJ0523.Superseded values are not recommended for survey control.
 OJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0523.See file dsdata.txt to determine how the superseded data were derived.
 OJ0523
 OJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704359(NAD 83)
 OJ0523_MARKER: B = BOLT
 OJ0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0523_SP_SET: BUILDING
 OJ0523_STAMPING: U.S.L.S. B.M. LEG 1947
 OJ0523_MARK LOGO: NONE  
 OJ0523_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0523
 OJ0523  HISTORY     - Date     Condition        Report By
 OJ0523  HISTORY     - 1947     MONUMENTED       USLS
 OJ0523  HISTORY     - 1976     GOOD             NOS
 OJ0523  HISTORY     - 19941012 GOOD             NOS
 OJ0523  HISTORY     - 19951017 GOOD             NOS
 OJ0523
 OJ0523                          STATION DESCRIPTION
 OJ0523
 OJ0523'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0523'IN ESSEXVILLE.
 OJ0523'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0523'POWER PLANT, ON DOWNSTREAM BENT OF TWO SUPPORTING CONVEYOR LEADING TO
 OJ0523'THE POWER PLANT BUILDING, 11.6 FEET SOUTH FROM SOUTH CORNER OF A BRICK
 OJ0523'GARAGE, 1.4 FT. ABOVE CONCRETE FOOTING OF WEST LEG OF THE BENT, BEING
 OJ0523'HIGHEST POINT IN SQUARE FIELD IN TOP OF THE NORTHWEST ANCHOR BOLT WITH
 OJ0523'INSCRIPTION, U.S.L.S. B.M. LEG 1947, STAMPED IN NUT ON THE BOLT.
 OJ0523
 OJ0523                          STATION RECOVERY (1994)
 OJ0523
 OJ0523'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0523'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 OJ0523'THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY, WEADOCK
 OJ0523'PLANT, ON DOWNSTREAM BENT OF TWO SUPPORTING CONVEYOR LEADING TO THE
 OJ0523'POWER PLANT BUILDING, 25.7 METERS (84.3 FT) NORTH-NORTHWEST OF
 OJ0523'CENTERLINE OF ROAD LEADING TO GAUGE HOUSE, 20.9 METERS (68.6 FT) EAST
 OJ0523'OF THE SOUTHEAST CORNER OF BRICK GAUGE HOUSE, 3.55 METERS (11.65 FT)
 OJ0523'SOUTH-SOUTHEST OF SOUTHWEST CORNER OF A BRICK GARAGE, 0.43 METERS
 OJ0523'(1.41 FT) ABOVE CONCRETE FOOTING OF WEST LEG OF THE BENT, BEING
 OJ0523'HIGHEST POINT IN SQUARE FIELD IN TOP OF THE NORTHWEST ANCHOR BOLT WITH
 OJ0523'INSCRIPTION, U.S.L.S.  B.M.  LEG 1947, STAMPED IN NUT ON THE BOLT.
 OJ0523
 OJ0523                          STATION RECOVERY (1995)
 OJ0523
 OJ0523'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0182 ***********************************************************************
 PK0182  DESIGNATION -  907 5054 ETFP USLS
 PK0182  PID         -  PK0182
 PK0182  STATE/COUNTY-  MI/IOSCO
 PK0182  USGS QUAD   -  EAST TAWAS (1989)
 PK0182
 PK0182                         *CURRENT SURVEY CONTROL
 PK0182  ___________________________________________________________________
 PK0182* NAD 83(1986)-  44 16 38.     (N)    083 29 27.     (W)     SCALED    
 PK0182* NAVD 88     -       178.146  (meters)     584.47   (feet)  ADJUSTED  
 PK0182  ___________________________________________________________________
 PK0182  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0182  DYNAMIC HT  -         178.123 (meters)     584.39  (feet)  COMP
 PK0182  MODELED GRAV-     980,485.4   (mgal)                       NAVD 88
 PK0182
 PK0182  VERT ORDER  -  FIRST     CLASS II
 PK0182
 PK0182.The horizontal coordinates were scaled from a topographic map and have
 PK0182.an estimated accuracy of +/- 6 seconds.
 PK0182
 PK0182.The orthometric height was determined by differential leveling
 PK0182.and adjusted by the National Geodetic Survey in June 1991..
 PK0182
 PK0182.The geoid height was determined by GEOID03.
 PK0182
 PK0182.The dynamic height is computed by dividing the NAVD 88
 PK0182.geopotential number by the normal gravity value computed on the
 PK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0182.degrees latitude (g = 980.6199 gals.).
 PK0182
 PK0182.The modeled gravity was interpolated from observed gravity values.
 PK0182
 PK0182;                    North         East    Units  Estimated Accuracy
 PK0182;SPC MI C     -   107,120.    6,069,920.      MT  (+/- 180 meters Scaled)
 PK0182
 PK0182                          SUPERSEDED SURVEY CONTROL
 PK0182
 PK0182.No superseded survey control is available for this station.
 PK0182
 PK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012056(NAD 83)
 PK0182_MARKER: I = METAL ROD
 PK0182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0182_SP_SET: COPPER-CLAD STEEL ROD
 PK0182_PROJECTION: FLUSH
 PK0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0182_ROD/PIPE-DEPTH: 3.0  meters
 PK0182
 PK0182  HISTORY     - Date     Condition        Report By
 PK0182  HISTORY     - 1966     MONUMENTED       USLS
 PK0182  HISTORY     - 1983     GOOD             NGS
 PK0182
 PK0182                          STATION DESCRIPTION
 PK0182
 PK0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0182'IN EAST TAWAS.
 PK0182'IN EAST TAWAS, AT THE CITY PARK BETWEEN U.S. HIGHWAY 23 AND TAWAS BAY,
 PK0182'NEAR THE ENTRANCE TO THE CITY PIER AND MARINA, 0.31 METER (1.0 FT)
 PK0182'NORTHWEST AND ON LINE WITH THE NORTHEAST FACE OF THE EAST TAWAS
 PK0182'FILTRATION PLANT, 14.6 METERS (48.0 FT) WEST-SOUTHWEST OF THE
 PK0182'CENTERLINE OF NUEMAN STREET.  NOTE, THE DESIGNATION E.T.F.P. STANDS
 PK0182'FOR EAST TAWAS FILTRATION PLANT.
 PK0182'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0181 ***********************************************************************
 PK0181  DESIGNATION -  907 5054 FENCE USLS
 PK0181  PID         -  PK0181
 PK0181  STATE/COUNTY-  MI/IOSCO
 PK0181  USGS QUAD   -  EAST TAWAS (1989)
 PK0181
 PK0181                         *CURRENT SURVEY CONTROL
 PK0181  ___________________________________________________________________
 PK0181* NAD 83(1986)-  44 16 40.     (N)    083 29 28.     (W)     SCALED    
 PK0181* NAVD 88     -       179.081  (meters)     587.53   (feet)  ADJUSTED  
 PK0181  ___________________________________________________________________
 PK0181  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0181  DYNAMIC HT  -         179.058 (meters)     587.46  (feet)  COMP
 PK0181  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 PK0181
 PK0181  VERT ORDER  -  FIRST     CLASS II
 PK0181
 PK0181.The horizontal coordinates were scaled from a topographic map and have
 PK0181.an estimated accuracy of +/- 6 seconds.
 PK0181
 PK0181.The orthometric height was determined by differential leveling
 PK0181.and adjusted by the National Geodetic Survey in June 1991..
 PK0181
 PK0181.The geoid height was determined by GEOID03.
 PK0181
 PK0181.The dynamic height is computed by dividing the NAVD 88
 PK0181.geopotential number by the normal gravity value computed on the
 PK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0181.degrees latitude (g = 980.6199 gals.).
 PK0181
 PK0181.The modeled gravity was interpolated from observed gravity values.
 PK0181
 PK0181;                    North         East    Units  Estimated Accuracy
 PK0181;SPC MI C     -   107,180.    6,069,890.      MT  (+/- 180 meters Scaled)
 PK0181
 PK0181                          SUPERSEDED SURVEY CONTROL
 PK0181
 PK0181.No superseded survey control is available for this station.
 PK0181
 PK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012057(NAD 83)
 PK0181_MARKER: I = METAL ROD
 PK0181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0181_SP_SET: COPPER-CLAD STEEL ROD
 PK0181_PROJECTION: FLUSH
 PK0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0181_ROD/PIPE-DEPTH: 3.0  meters
 PK0181
 PK0181  HISTORY     - Date     Condition        Report By
 PK0181  HISTORY     - 1966     MONUMENTED       USLS
 PK0181  HISTORY     - 1983     GOOD             NGS
 PK0181
 PK0181                          STATION DESCRIPTION
 PK0181
 PK0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0181'IN EAST TAWAS.
 PK0181'IN EAST TAWAS, AT THE CITY PARK, BETWEEN U.S. HIGHWAY 23 AND TAWAS
 PK0181'BAY, JUST INSIDE THE NORTHEAST FENCE CORNER OF CITY PARK, AT THE
 PK0181'JUNCTION OF U.S. HIGHWAY 23 AND NUEMAN STREET, 0.64 METER (2.1 FT)
 PK0181'SOUTH OF EAST-WEST FENCE LINE, 0.30 METER (1.0 FT) WEST OF A
 PK0181'NORTH-SOUTH FENCE LINE, 9.9 METERS (32.6 FT) NORTHWEST OF A GUYED
 PK0181'UTILITY POLE, AND 8.6 METERS (28.2 FT) NORTHEAST OF AN 18-INCH ELM
 PK0181'TREE STUMP.
 PK0181'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0183 ***********************************************************************
 PK0183  DESIGNATION -  907 5054 G
 PK0183  PID         -  PK0183
 PK0183  STATE/COUNTY-  MI/IOSCO
 PK0183  USGS QUAD   -  EAST TAWAS (1989)
 PK0183
 PK0183                         *CURRENT SURVEY CONTROL
 PK0183  ___________________________________________________________________
 PK0183* NAD 83(1986)-  44 16 43.     (N)    083 29 23.     (W)     SCALED    
 PK0183* NAVD 88     -       177.563  (meters)     582.55   (feet)  ADJUSTED  
 PK0183  ___________________________________________________________________
 PK0183  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0183  DYNAMIC HT  -         177.540 (meters)     582.48  (feet)  COMP
 PK0183  MODELED GRAV-     980,485.7   (mgal)                       NAVD 88
 PK0183
 PK0183  VERT ORDER  -  FIRST     CLASS II
 PK0183
 PK0183.The horizontal coordinates were scaled from a topographic map and have
 PK0183.an estimated accuracy of +/- 6 seconds.
 PK0183
 PK0183.The orthometric height was determined by differential leveling
 PK0183.and adjusted by the National Geodetic Survey in June 1991..
 PK0183
 PK0183.The geoid height was determined by GEOID03.
 PK0183
 PK0183.The dynamic height is computed by dividing the NAVD 88
 PK0183.geopotential number by the normal gravity value computed on the
 PK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0183.degrees latitude (g = 980.6199 gals.).
 PK0183
 PK0183.The modeled gravity was interpolated from observed gravity values.
 PK0183
 PK0183;                    North         East    Units  Estimated Accuracy
 PK0183;SPC MI C     -   107,270.    6,070,000.      MT  (+/- 180 meters Scaled)
 PK0183
 PK0183                          SUPERSEDED SURVEY CONTROL
 PK0183
 PK0183.No superseded survey control is available for this station.
 PK0183
 PK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK013058(NAD 83)
 PK0183_MARKER: I = METAL ROD
 PK0183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0183_SP_SET: STAINLESS STEEL ROD
 PK0183_PROJECTION: FLUSH
 PK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0183+STABILITY: SURFACE MOTION
 PK0183_ROD/PIPE-DEPTH: 3.65 meters
 PK0183
 PK0183  HISTORY     - Date     Condition        Report By
 PK0183  HISTORY     - 1983     MONUMENTED       NOS
 PK0183  HISTORY     - 1983     GOOD             NGS
 PK0183
 PK0183                          STATION DESCRIPTION
 PK0183
 PK0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0183'IN EAST TAWAS.
 PK0183'IN EAST TAWAS, LOCATED AT THE SOUTH END OF NEWHAN STREET, ACROSS THE
 PK0183'STREET FROM THE EAST TAWAS FILTRATION PLANT, A STAINLESS STEEL ROD
 PK0183'3.65 METERS (12.0 FT) LONG AND 0.3 METER (1.0 FT) BELOW GROUND LEVEL.
 PK0183'THE POINT LEVELED TO WILL BE THE TOP OF A STAINLESS STEEL STUD SCREWED
 PK0183'INTO THE TOP OF THE ROD, 7.62 METERS (25.5 FT) EAST OF THE CENTERLINE
 PK0183'OF NEWHAN STREET, 10.39 METERS (34.1 FT) SOUTHWEST OF THE NORTHWEST
 PK0183'CORNER OF A ONE STORY CINDER BLOCK BUILDING (HARBOR REFUGE FACILITY),
 PK0183'5.79 METERS (19.0 FT) WEST OF THE SOUTHWEST CORNER OF THE HARBOR
 PK0183'REFUGE BUILDING, AND 0.79 METER (2.6 FT) NORTH OF THE NORTH METAL POST
 PK0183'SUPPORTING THE EAST TAWAS HARBOR OF REFUGE SIGN.
 PK0183'THE MARK IS ABOVE LEVEL WITH CENTER OF NEWHAN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0184 ***********************************************************************
 PK0184  DESIGNATION -  907 5054 HALL USLS
 PK0184  PID         -  PK0184
 PK0184  STATE/COUNTY-  MI/IOSCO
 PK0184  USGS QUAD   -  EAST TAWAS (1989)
 PK0184
 PK0184                         *CURRENT SURVEY CONTROL
 PK0184  ___________________________________________________________________
 PK0184* NAD 83(1986)-  44 16 40.     (N)    083 29 26.     (W)     SCALED    
 PK0184* NAVD 88     -       180.030  (meters)     590.65   (feet)  ADJUSTED  
 PK0184  ___________________________________________________________________
 PK0184  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0184  DYNAMIC HT  -         180.006 (meters)     590.57  (feet)  COMP
 PK0184  MODELED GRAV-     980,485.5   (mgal)                       NAVD 88
 PK0184
 PK0184  VERT ORDER  -  FIRST     CLASS II
 PK0184
 PK0184.The horizontal coordinates were scaled from a topographic map and have
 PK0184.an estimated accuracy of +/- 6 seconds.
 PK0184
 PK0184.The orthometric height was determined by differential leveling
 PK0184.and adjusted by the National Geodetic Survey in June 1991..
 PK0184
 PK0184.The geoid height was determined by GEOID03.
 PK0184
 PK0184.The dynamic height is computed by dividing the NAVD 88
 PK0184.geopotential number by the normal gravity value computed on the
 PK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0184.degrees latitude (g = 980.6199 gals.).
 PK0184
 PK0184.The modeled gravity was interpolated from observed gravity values.
 PK0184
 PK0184;                    North         East    Units  Estimated Accuracy
 PK0184;SPC MI C     -   107,180.    6,069,940.      MT  (+/- 180 meters Scaled)
 PK0184
 PK0184                          SUPERSEDED SURVEY CONTROL
 PK0184
 PK0184.No superseded survey control is available for this station.
 PK0184
 PK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012057(NAD 83)
 PK0184_MARKER: Z = SEE DESCRIPTION
 PK0184_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PK0184_SP_SET: BUILDING LEDGE
 PK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0184+STABILITY: SURFACE MOTION
 PK0184
 PK0184  HISTORY     - Date     Condition        Report By
 PK0184  HISTORY     - 1950     MONUMENTED       USLS
 PK0184  HISTORY     - 1983     GOOD             NGS
 PK0184
 PK0184                          STATION DESCRIPTION
 PK0184
 PK0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0184'IN EAST TAWAS.
 PK0184'IN EAST TAWAS, AT THE CITY PARK, BETWEEN U.S. HIGHWAY 23 AND TAWAS
 PK0184'BAY, NEAR ENTRANCE TO ROAD (NUEMAN STREET) LEADING TO CITY PIER AND
 PK0184'MARINA, ABOUT 61 METERS (200 FEET) EAST OF NUEMAN STREET, AT THE CITY
 PK0184'PARK COMMUNITY HALL, ON TOP AND AT THE NORTHEAST CORNER OF BRICK
 PK0184'LEDGE, BEING HIGHEST POINT IN A 1-INCH SQUARE FORMED BY THE EDGES AND
 PK0184'TWO GROOVES IN THE BRICK.
 PK0184'THE MARK IS 0.73 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0185 ***********************************************************************
 PK0185  DESIGNATION -  907 5054 STATE POLICE
 PK0185  PID         -  PK0185
 PK0185  STATE/COUNTY-  MI/IOSCO
 PK0185  USGS QUAD   -  EAST TAWAS (1989)
 PK0185
 PK0185                         *CURRENT SURVEY CONTROL
 PK0185  ___________________________________________________________________
 PK0185* NAD 83(1986)-  44 16 48.     (N)    083 29 10.     (W)     SCALED    
 PK0185* NAVD 88     -       179.855  (meters)     590.07   (feet)  ADJUSTED  
 PK0185  ___________________________________________________________________
 PK0185  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0185  DYNAMIC HT  -         179.831 (meters)     590.00  (feet)  COMP
 PK0185  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PK0185
 PK0185  VERT ORDER  -  FIRST     CLASS II
 PK0185
 PK0185.The horizontal coordinates were scaled from a topographic map and have
 PK0185.an estimated accuracy of +/- 6 seconds.
 PK0185
 PK0185.The orthometric height was determined by differential leveling
 PK0185.and adjusted by the National Geodetic Survey in June 1991..
 PK0185
 PK0185.The geoid height was determined by GEOID03.
 PK0185
 PK0185.The dynamic height is computed by dividing the NAVD 88
 PK0185.geopotential number by the normal gravity value computed on the
 PK0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0185.degrees latitude (g = 980.6199 gals.).
 PK0185
 PK0185.The modeled gravity was interpolated from observed gravity values.
 PK0185
 PK0185;                    North         East    Units  Estimated Accuracy
 PK0185;SPC MI C     -   107,430.    6,070,290.      MT  (+/- 180 meters Scaled)
 PK0185
 PK0185                          SUPERSEDED SURVEY CONTROL
 PK0185
 PK0185.No superseded survey control is available for this station.
 PK0185
 PK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK016059(NAD 83)
 PK0185_MARKER: DD = SURVEY DISK
 PK0185_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PK0185_SP_SET: BUILDING WALL
 PK0185_MARK LOGO: USLS  
 PK0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0185+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PK0185
 PK0185  HISTORY     - Date     Condition        Report By
 PK0185  HISTORY     - 1949     MONUMENTED       USLS
 PK0185  HISTORY     - 1983     GOOD             NGS
 PK0185  HISTORY     - 20050816 GOOD             USPSQD
 PK0185
 PK0185                          STATION DESCRIPTION
 PK0185
 PK0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0185'IN EAST TAWAS.
 PK0185'IN EAST TAWAS, AT THE STATE PARK, BETWEEN U.S. HIGHWAY 23 AND TAWAS
 PK0185'BAY, A USLS DISK SET VERTICALLY IN THE WEST FACE OF THE MICHIGAN STATE
 PK0185'POLICE BUILDING, ON SIDE OF BUILDING FACING STATE PARK, STATE POLICE
 PK0185'BUILDING IS 0.32 KM (0.2 MI) EAST-NORTHEAST ALONG HIGHWAY 23 FROM THE
 PK0185'JUNCTION OF NUEMAN STREET, 1.5 METERS (5.0 FT) SOUTHEAST OF THE
 PK0185'NORTHWEST CORNER.
 PK0185'THE MARK IS 0.30 M ABOVE GROUND.
 PK0185
 PK0185                          STATION RECOVERY (2005)
 PK0185
 PK0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0185'ADDITION TO THE ABOVE DESCRIPTION.
 PK0185'THE DISK IS SET VERTICALLY IN THE SOUTH FACE OF THE MICHIGAN STATE
 PK0185'POLICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0202 ***********************************************************************
 PK0202  DESIGNATION -  907 5056 AU SABLE
 PK0202  PID         -  PK0202
 PK0202  STATE/COUNTY-  MI/IOSCO
 PK0202  USGS QUAD   -  OSCODA (1989)
 PK0202
 PK0202                         *CURRENT SURVEY CONTROL
 PK0202  ___________________________________________________________________
 PK0202* NAD 83(1986)-  44 24 24.     (N)    083 19 28.     (W)     SCALED    
 PK0202* NAVD 88     -       179.508  (meters)     588.94   (feet)  ADJUSTED  
 PK0202  ___________________________________________________________________
 PK0202  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PK0202  DYNAMIC HT  -         179.490 (meters)     588.88  (feet)  COMP
 PK0202  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PK0202
 PK0202  VERT ORDER  -  FIRST     CLASS II
 PK0202
 PK0202.The horizontal coordinates were scaled from a topographic map and have
 PK0202.an estimated accuracy of +/- 6 seconds.
 PK0202
 PK0202.The orthometric height was determined by differential leveling
 PK0202.and adjusted by the National Geodetic Survey in June 1991..
 PK0202
 PK0202.The geoid height was determined by GEOID03.
 PK0202
 PK0202.The dynamic height is computed by dividing the NAVD 88
 PK0202.geopotential number by the normal gravity value computed on the
 PK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0202.degrees latitude (g = 980.6199 gals.).
 PK0202
 PK0202.The modeled gravity was interpolated from observed gravity values.
 PK0202
 PK0202;                    North         East    Units  Estimated Accuracy
 PK0202;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0202
 PK0202                          SUPERSEDED SURVEY CONTROL
 PK0202
 PK0202.No superseded survey control is available for this station.
 PK0202
 PK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0202_MARKER: Z = SEE DESCRIPTION
 PK0202_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PK0202_SP_SET: BUILDING WALL
 PK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0202+STABILITY: SURFACE MOTION
 PK0202
 PK0202  HISTORY     - Date     Condition        Report By
 PK0202  HISTORY     - 1972     MONUMENTED       NOS
 PK0202  HISTORY     - 1983     GOOD             NGS
 PK0202
 PK0202                          STATION DESCRIPTION
 PK0202
 PK0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0202'IN AU SABLE.
 PK0202'IN AU SABLE, AT AU SABLE HARBOR, ON THE SOUTH SIDE OF THE AU SABLE
 PK0202'RIVER AND ABOUT 46 METERS (150 FEET) EAST OF HIGHWAY 23.  ALSO ABOUT
 PK0202'92 METERS (300 FEET) SOUTH-SOUTHEAST OF SOUTHEAST ABUTMENT OF HIGHWAY
 PK0202'BRIDGE OVER THE AU SABLE RIVER.  NOTE, A BRASS PLUG SET VERTICALLY IN
 PK0202'WEST FACE AND ABOUT 0.2 METER (0.7 FT) SOUTH OF NORTHWEST CORNER OF A
 PK0202'CONCRETE BLOCK BUILDING (BUNYAN TOWN MARINA).
 PK0202'THE MARK IS 1.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0200 ***********************************************************************
 PK0200  DESIGNATION -  907 5056 F
 PK0200  PID         -  PK0200
 PK0200  STATE/COUNTY-  MI/IOSCO
 PK0200  USGS QUAD   -  OSCODA (1989)
 PK0200
 PK0200                         *CURRENT SURVEY CONTROL
 PK0200  ___________________________________________________________________
 PK0200* NAD 83(1986)-  44 24 21.     (N)    083 19 28.     (W)     SCALED    
 PK0200* NAVD 88     -       177.287  (meters)     581.65   (feet)  ADJUSTED  
 PK0200  ___________________________________________________________________
 PK0200  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 PK0200  DYNAMIC HT  -         177.269 (meters)     581.59  (feet)  COMP
 PK0200  MODELED GRAV-     980,513.2   (mgal)                       NAVD 88
 PK0200
 PK0200  VERT ORDER  -  FIRST     CLASS II
 PK0200
 PK0200.The horizontal coordinates were scaled from a topographic map and have
 PK0200.an estimated accuracy of +/- 6 seconds.
 PK0200
 PK0200.The orthometric height was determined by differential leveling
 PK0200.and adjusted by the National Geodetic Survey in June 1991..
 PK0200
 PK0200.The geoid height was determined by GEOID03.
 PK0200
 PK0200.The dynamic height is computed by dividing the NAVD 88
 PK0200.geopotential number by the normal gravity value computed on the
 PK0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0200.degrees latitude (g = 980.6199 gals.).
 PK0200
 PK0200.The modeled gravity was interpolated from observed gravity values.
 PK0200
 PK0200;                    North         East    Units  Estimated Accuracy
 PK0200;SPC MI C     -   121,560.    6,083,020.      MT  (+/- 180 meters Scaled)
 PK0200
 PK0200                          SUPERSEDED SURVEY CONTROL
 PK0200
 PK0200.No superseded survey control is available for this station.
 PK0200
 PK0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149195(NAD 83)
 PK0200_MARKER: I = METAL ROD
 PK0200_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PK0200+WITH SETTING: INFORMATION.
 PK0200_SP_SET: SHALLOW SET METAL ROD
 PK0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0200+STABILITY: SURFACE MOTION
 PK0200
 PK0200  HISTORY     - Date     Condition        Report By
 PK0200  HISTORY     - 1983     MONUMENTED       NOS
 PK0200  HISTORY     - 1983     GOOD             NGS
 PK0200
 PK0200                          STATION DESCRIPTION
 PK0200
 PK0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0200'IN OSCODA.
 PK0200'IN OSCODA, LOCATED 0.2 KM (0.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM
 PK0200'THE CENTER OF THE BRIDGE OVER THE AU SABLE RIVER AT SMITH STREET
 PK0200'LEADING EAST TO THE DEPARTMENT OF NATURAL RESOURCES PARKING LOT, A
 PK0200'STAINLESS STEEL ROD OF UNKNOWN LENGTH RECESSED 0.3 METER (1.0 FT)
 PK0200'BELOW THE GROUND LEVEL.  THE POINT LEVELED TO WILL BE THE TOP OF A
 PK0200'STAINLESS STEEL STUD SCREWED IN TOP OF THE ROD, 42.67 METERS
 PK0200'(140.0 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 23, 26.3 METERS
 PK0200'(86.3 FT) NORTHEAST OF A POWERLINE POLE, 32.3 METERS (106.0 FT) NORTH
 PK0200'OF THE CENTER OF SMITH STREET, 16.3 METERS (53.5 FT) EAST OF THE
 PK0200'CENTER OF A GRAVEL ROAD LEADING NORTH, 55.32 METERS (181.5 FT) WEST OF
 PK0200'THE CENTER OF A BLACK TOP STREET LEADING NORTH TO THE MAIN PIER
 PK0200'MARINA, AND 0.70 METER (2.3 FT) WEST OF THE NORTHWEST CORNER OF A
 PK0200'CREAM COLORED BUILDING AND IN LINE WITH THE NORTH FACE OF THE
 PK0200'BUILDING.
 PK0200'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0207 ***********************************************************************
 PK0207  DESIGNATION -  907 5056 MARINA USLS
 PK0207  PID         -  PK0207
 PK0207  STATE/COUNTY-  MI/IOSCO
 PK0207  USGS QUAD   -  OSCODA (1989)
 PK0207
 PK0207                         *CURRENT SURVEY CONTROL
 PK0207  ___________________________________________________________________
 PK0207* NAD 83(1986)-  44 24 24.     (N)    083 19 28.     (W)     SCALED    
 PK0207* NAVD 88     -       177.522  (meters)     582.42   (feet)  ADJUSTED  
 PK0207  ___________________________________________________________________
 PK0207  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PK0207  DYNAMIC HT  -         177.504 (meters)     582.36  (feet)  COMP
 PK0207  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PK0207
 PK0207  VERT ORDER  -  FIRST     CLASS II
 PK0207
 PK0207.The horizontal coordinates were scaled from a topographic map and have
 PK0207.an estimated accuracy of +/- 6 seconds.
 PK0207
 PK0207.The orthometric height was determined by differential leveling
 PK0207.and adjusted by the National Geodetic Survey in June 1991..
 PK0207
 PK0207.The geoid height was determined by GEOID03.
 PK0207
 PK0207.The dynamic height is computed by dividing the NAVD 88
 PK0207.geopotential number by the normal gravity value computed on the
 PK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0207.degrees latitude (g = 980.6199 gals.).
 PK0207
 PK0207.The modeled gravity was interpolated from observed gravity values.
 PK0207
 PK0207;                    North         East    Units  Estimated Accuracy
 PK0207;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0207
 PK0207                          SUPERSEDED SURVEY CONTROL
 PK0207
 PK0207.No superseded survey control is available for this station.
 PK0207
 PK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0207_MARKER: I = METAL ROD
 PK0207_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0207_SP_SET: COPPER-CLAD STEEL ROD
 PK0207_PROJECTION: FLUSH
 PK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0207+STABILITY: SURFACE MOTION
 PK0207_ROD/PIPE-DEPTH: 4.6  meters
 PK0207
 PK0207  HISTORY     - Date     Condition        Report By
 PK0207  HISTORY     - 1960     MONUMENTED       USLS
 PK0207  HISTORY     - 1983     GOOD             NGS
 PK0207
 PK0207                          STATION DESCRIPTION
 PK0207
 PK0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0207'IN AU SABLE.
 PK0207'IN AU SABLE, AT THE AU SABLE HARBOR, ON PROPERTY OF MAIN PIER MARINA,
 PK0207'ABOUT 27.0 METERS (90 FEET) EAST OF A LAGOON AND WATER GAGE NUMBER 907
 PK0207'5056, AT THE SOUTHEAST CORNER OF WESTERNMOST ONE OF TWO BUILDINGS OF
 PK0207'MAIN PIER MARINA, BUILDING LOOKS LIKE A TWO CAR GARAGE (NOW USED FOR
 PK0207'OUTBOARD MOTOR SERVICE), 7.6 METERS (25.0 FT) NORTHEAST OF NORTHEAST
 PK0207'CORNER OF A RANCH TYPE RESIDENCE, 0.61 METER (2.1 FT) SOUTH-SOUTHWEST
 PK0207'OF SOUTHEAST CORNER OF GARAGE TYPE BUILDING, AND 1.8 METERS (6.0 FT)
 PK0207'WEST OF WEST FACE OF MAIN PIER MARINA (MAIN BUILDING).
 PK0207'THE MARK IS 0.15 M BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0201 ***********************************************************************
 PK0201  DESIGNATION -  907 5056 OSCODA
 PK0201  PID         -  PK0201
 PK0201  STATE/COUNTY-  MI/IOSCO
 PK0201  USGS QUAD   -  OSCODA (1989)
 PK0201
 PK0201                         *CURRENT SURVEY CONTROL
 PK0201  ___________________________________________________________________
 PK0201* NAD 83(1986)-  44 24 24.     (N)    083 19 28.     (W)     SCALED    
 PK0201* NAVD 88     -       177.525  (meters)     582.43   (feet)  ADJUSTED  
 PK0201  ___________________________________________________________________
 PK0201  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PK0201  DYNAMIC HT  -         177.507 (meters)     582.37  (feet)  COMP
 PK0201  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PK0201
 PK0201  VERT ORDER  -  FIRST     CLASS II
 PK0201
 PK0201.The horizontal coordinates were scaled from a topographic map and have
 PK0201.an estimated accuracy of +/- 6 seconds.
 PK0201
 PK0201.The orthometric height was determined by differential leveling
 PK0201.and adjusted by the National Geodetic Survey in June 1991..
 PK0201
 PK0201.The geoid height was determined by GEOID03.
 PK0201
 PK0201.The dynamic height is computed by dividing the NAVD 88
 PK0201.geopotential number by the normal gravity value computed on the
 PK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0201.degrees latitude (g = 980.6199 gals.).
 PK0201
 PK0201.The modeled gravity was interpolated from observed gravity values.
 PK0201
 PK0201;                    North         East    Units  Estimated Accuracy
 PK0201;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0201
 PK0201                          SUPERSEDED SURVEY CONTROL
 PK0201
 PK0201.No superseded survey control is available for this station.
 PK0201
 PK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0201_MARKER: I = METAL ROD
 PK0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0201_SP_SET: COPPER-CLAD STEEL ROD
 PK0201_PROJECTION: FLUSH
 PK0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0201_ROD/PIPE-DEPTH: 4.6  meters
 PK0201
 PK0201  HISTORY     - Date     Condition        Report By
 PK0201  HISTORY     - 1972     MONUMENTED       NOS
 PK0201  HISTORY     - 1983     GOOD             NGS
 PK0201
 PK0201                          STATION DESCRIPTION
 PK0201
 PK0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0201'IN AU SABLE.
 PK0201'IN AU SABLE, AT AU SABLE HARBOR, ON SOUTH SIDE OF AU SABLE RIVER AND
 PK0201'ABOUT 61 METERS (200 FEET) EAST OF U.S. HIGHWAY 23, ABOUT 76 METERS
 PK0201'(250 FEET) SOUTH OF BUNYAN TOWN MARINA, 27.4 METERS (90.0 FT) EAST OF
 PK0201'APPROXIMATE CENTER OF A DRIVE LEADING NORTH TO BUNYAN TOWN MARINA,
 PK0201'31.7 METERS (104.0 FT) WEST OF SOUTHWEST CORNER OF DWELLING CHATEAU
 PK0201'SENSOR, 0.30 METER (1.0 FT) NORTH OF A UTILITY POLE, AND 20.3 METERS
 PK0201'(66.7 FT) SOUTH OF SOUTH EDGE OF BOAT SLIPS.
 PK0201'THE MARK IS 0.31 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0206 ***********************************************************************
 PK0206  DESIGNATION -  907 5056 WEAVERS
 PK0206  PID         -  PK0206
 PK0206  STATE/COUNTY-  MI/IOSCO
 PK0206  USGS QUAD   -  OSCODA (1989)
 PK0206
 PK0206                         *CURRENT SURVEY CONTROL
 PK0206  ___________________________________________________________________
 PK0206* NAD 83(1986)-  44 24 24.     (N)    083 19 28.     (W)     SCALED    
 PK0206* NAVD 88     -       177.220  (meters)     581.43   (feet)  ADJUSTED  
 PK0206  ___________________________________________________________________
 PK0206  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PK0206  DYNAMIC HT  -         177.202 (meters)     581.37  (feet)  COMP
 PK0206  MODELED GRAV-     980,513.3   (mgal)                       NAVD 88
 PK0206
 PK0206  VERT ORDER  -  FIRST     CLASS II
 PK0206
 PK0206.The horizontal coordinates were scaled from a topographic map and have
 PK0206.an estimated accuracy of +/- 6 seconds.
 PK0206
 PK0206.The orthometric height was determined by differential leveling
 PK0206.and adjusted by the National Geodetic Survey in June 1991..
 PK0206
 PK0206.The geoid height was determined by GEOID03.
 PK0206
 PK0206.The dynamic height is computed by dividing the NAVD 88
 PK0206.geopotential number by the normal gravity value computed on the
 PK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0206.degrees latitude (g = 980.6199 gals.).
 PK0206
 PK0206.The modeled gravity was interpolated from observed gravity values.
 PK0206
 PK0206;                    North         East    Units  Estimated Accuracy
 PK0206;SPC MI C     -   121,660.    6,083,010.      MT  (+/- 180 meters Scaled)
 PK0206
 PK0206                          SUPERSEDED SURVEY CONTROL
 PK0206
 PK0206.No superseded survey control is available for this station.
 PK0206
 PK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK149196(NAD 83)
 PK0206_MARKER: I = METAL ROD
 PK0206_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0206_SP_SET: COPPER-CLAD STEEL ROD
 PK0206_PROJECTION: FLUSH
 PK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0206+STABILITY: SURFACE MOTION
 PK0206_ROD/PIPE-DEPTH: 3.0  meters
 PK0206
 PK0206  HISTORY     - Date     Condition        Report By
 PK0206  HISTORY     - 1972     MONUMENTED       NOS
 PK0206  HISTORY     - 1983     GOOD             NGS
 PK0206
 PK0206                          STATION DESCRIPTION
 PK0206
 PK0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0206'IN AU SABLE.
 PK0206'IN AU SABLE, AT THE AU SABLE HARBOR, ABOUT 46 METERS (150 FEET) SOUTH
 PK0206'OF THE SOUTH FACE OF THE MAIN PIER MARINA BUILDING, AT THE NORTHEAST
 PK0206'CORNER OF AN EAST-WEST BOAT RAMP, ON PROPERTY OF MAIN PIER MARINA,
 PK0206'ALSO ABOUT 61 METERS (200 FEET) SOUTH OF SOUTH SIDE OF AU SABLE RIVER,
 PK0206'0.61 METER (2.0 FT) SOUTH AND IN LINE WITH EAST FACE OF DWELLING
 PK0206'CHATEAU TOM, 11.0 METERS (36.0 FT) NORTH-NORTHWEST OF NORTHEAST CORNER
 PK0206'OF A BOAT RAMP, AND 20.7 METERS (68.0 FT) EAST OF EAST SIDE OF A
 PK0206'LAGOON.
 PK0206'THE MARK IS 0.31 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0229 ***********************************************************************
 PK0229  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0229  DESIGNATION -  907 5059 ALCONA
 PK0229  PID         -  PK0229
 PK0229  STATE/COUNTY-  MI/ALCONA
 PK0229  USGS QUAD   -  HARRISVILLE (1989)
 PK0229
 PK0229                         *CURRENT SURVEY CONTROL
 PK0229  ___________________________________________________________________
 PK0229* NAD 83(1986)-  44 39 24.     (N)    083 17 21.     (W)     SCALED    
 PK0229* NAVD 88     -       187.349  (meters)     614.66   (feet)  ADJUSTED  
 PK0229  ___________________________________________________________________
 PK0229  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0229  DYNAMIC HT  -         187.329 (meters)     614.60  (feet)  COMP
 PK0229  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 PK0229
 PK0229  VERT ORDER  -  FIRST     CLASS II
 PK0229
 PK0229.The horizontal coordinates were scaled from a topographic map and have
 PK0229.an estimated accuracy of +/- 6 seconds.
 PK0229
 PK0229.The orthometric height was determined by differential leveling
 PK0229.and adjusted by the National Geodetic Survey in June 1991..
 PK0229
 PK0229.This Tidal Bench Mark is designated as VM 13067
 PK0229.by the Center for Operational Oceanographic Products and Services.
 PK0229
 PK0229.The geoid height was determined by GEOID03.
 PK0229
 PK0229.The dynamic height is computed by dividing the NAVD 88
 PK0229.geopotential number by the normal gravity value computed on the
 PK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0229.degrees latitude (g = 980.6199 gals.).
 PK0229
 PK0229.The modeled gravity was interpolated from observed gravity values.
 PK0229
 PK0229;                    North         East    Units  Estimated Accuracy
 PK0229;SPC MI C     -   149,470.    6,085,450.      MT  (+/- 180 meters Scaled)
 PK0229
 PK0229                          SUPERSEDED SURVEY CONTROL
 PK0229
 PK0229.No superseded survey control is available for this station.
 PK0229
 PK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185473(NAD 83)
 PK0229_MARKER: I = METAL ROD
 PK0229_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0229_SP_SET: COPPER-CLAD STEEL ROD
 PK0229_PROJECTION: RECESSED 15 CENTIMETERS
 PK0229_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0229+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0229_ROD/PIPE-DEPTH: 5.5  meters
 PK0229
 PK0229  HISTORY     - Date     Condition        Report By
 PK0229  HISTORY     - 1960     MONUMENTED       USLS
 PK0229  HISTORY     - 1983     GOOD             NGS
 PK0229  HISTORY     - 19941010 GOOD             NOS
 PK0229  HISTORY     - 20050731 GOOD             USPSQD
 PK0229
 PK0229                          STATION DESCRIPTION
 PK0229
 PK0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0229'IN HARRISVILLE.
 PK0229'IN HARRISVILLE, AT THE SOUTHWEST CORNER OF MAIN STREET AND SECOND
 PK0229'STREET, 9.94 METERS (32.6 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 PK0229'11.12 METERS (36.5 FT) WEST OF THE CENTERLINE OF SECOND STREET,
 PK0229'0.91 METER (3.0 FT) WEST OF THE WEST EDGE OF SECOND STREET SIDEWALK,
 PK0229'AND 0.30 METER (1.0 FT) SOUTH OF THE SOUTH EDGE OF MAIN STREET
 PK0229'SIDEWALK.
 PK0229
 PK0229                          STATION RECOVERY (1994)
 PK0229
 PK0229'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0229'IN HARRISVILLE, AT THE SOUTHWEST CORNER OF MAIN STREET AND SECOND
 PK0229'STREET, 9.94 METERS (32.61 FT) SOUTH OF THE CENTERLINE OF MAIN STREET,
 PK0229'11.12 METERS (36.48 FT) WEST OF THE CENTERLINE OF SECOND STREET, 0.91
 PK0229'METER (2.99 FT) WEST OF THE WEST EDGE OF SECOND STREET SIDEWALK, AND
 PK0229'0.30 METER (0.98 FT) SOUTH OF THE SOUTH EDGE OF MAIN STREET SIDEWALK.
 PK0229
 PK0229                          STATION RECOVERY (2005)
 PK0229
 PK0229'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0234 ***********************************************************************
 PK0234  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0234  DESIGNATION -  907 5059 CREEK
 PK0234  PID         -  PK0234
 PK0234  STATE/COUNTY-  MI/ALCONA
 PK0234  USGS QUAD   -  HARRISVILLE (1989)
 PK0234
 PK0234                         *CURRENT SURVEY CONTROL
 PK0234  ___________________________________________________________________
 PK0234* NAD 83(1986)-  44 39 35.     (N)    083 17 14.     (W)     SCALED    
 PK0234* NAVD 88     -       184.952  (meters)     606.80   (feet)  ADJUSTED  
 PK0234  ___________________________________________________________________
 PK0234  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0234  DYNAMIC HT  -         184.933 (meters)     606.73  (feet)  COMP
 PK0234  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PK0234
 PK0234  VERT ORDER  -  FIRST     CLASS II
 PK0234
 PK0234.The horizontal coordinates were scaled from a topographic map and have
 PK0234.an estimated accuracy of +/- 6 seconds.
 PK0234
 PK0234.The orthometric height was determined by differential leveling
 PK0234.and adjusted by the National Geodetic Survey in June 1991..
 PK0234
 PK0234.This Tidal Bench Mark is designated as VM 13065
 PK0234.by the Center for Operational Oceanographic Products and Services.
 PK0234
 PK0234.The geoid height was determined by GEOID03.
 PK0234
 PK0234.The dynamic height is computed by dividing the NAVD 88
 PK0234.geopotential number by the normal gravity value computed on the
 PK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0234.degrees latitude (g = 980.6199 gals.).
 PK0234
 PK0234.The modeled gravity was interpolated from observed gravity values.
 PK0234
 PK0234;                    North         East    Units  Estimated Accuracy
 PK0234;SPC MI C     -   149,810.    6,085,600.      MT  (+/- 180 meters Scaled)
 PK0234
 PK0234                          SUPERSEDED SURVEY CONTROL
 PK0234
 PK0234.No superseded survey control is available for this station.
 PK0234
 PK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK186476(NAD 83)
 PK0234_MARKER: DD = SURVEY DISK
 PK0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PK0234_SP_SET: STONE WALL
 PK0234_STAMPING: CREEK RCH 1948
 PK0234_MARK LOGO: USLS  
 PK0234_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0234+STABILITY: SURFACE MOTION
 PK0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0234+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0234
 PK0234  HISTORY     - Date     Condition        Report By
 PK0234  HISTORY     - 1948     MONUMENTED       USLS
 PK0234  HISTORY     - 1983     GOOD             NGS
 PK0234  HISTORY     - 19921105 GOOD             NOS
 PK0234  HISTORY     - 20050731 GOOD             USPSQD
 PK0234
 PK0234                          STATION DESCRIPTION
 PK0234
 PK0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0234'IN HARRISVILLE.
 PK0234'IN HARRISVILLE, ON THE LAKE SIDE OF LAKE STREET, BETWEEN CHURCH STREET
 PK0234'AND MADISON STREET, A DISK SET IN TOP AND 2.3 METERS (7.7 FT) SOUTH OF
 PK0234'NORTH END OF A STONE WALL OVER A CREEK FLOWING UNDER LAKE STREET,
 PK0234'ABOUT 20 METERS (66 FEET) NORTH OF THE APPROXIMATE CENTER OF THE
 PK0234'CREEK.
 PK0234'THE MARK IS 0.15 M ABOVE STREET.
 PK0234
 PK0234                          STATION RECOVERY (1992)
 PK0234
 PK0234'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 PK0234'IN HARRISVILLE, ON THE LAKE SIDE OF LAKE STREET, BETWEEN CHURCH STREET
 PK0234'AND MADISON STREET, A DISK SET IN TOP AND 2.3 METERS (7.5 FT) SOUTH OF
 PK0234'NORTH END OF A STONE WALL OVER A CREEK FLOWING UNDER LAKE STREET,
 PK0234'ABOUT 20 METERS (65.6 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 PK0234'CREEK.
 PK0234
 PK0234                          STATION RECOVERY (2005)
 PK0234
 PK0234'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0232 ***********************************************************************
 PK0232  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0232  DESIGNATION -  907 5059 CURTIS
 PK0232  PID         -  PK0232
 PK0232  STATE/COUNTY-  MI/ALCONA
 PK0232  USGS QUAD   -  HARRISVILLE (1989)
 PK0232
 PK0232                         *CURRENT SURVEY CONTROL
 PK0232  ___________________________________________________________________
 PK0232* NAD 83(1986)-  44 39 30.     (N)    083 17 18.     (W)     SCALED    
 PK0232* NAVD 88     -       178.822  (meters)     586.69   (feet)  ADJUSTED  
 PK0232  ___________________________________________________________________
 PK0232  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0232  DYNAMIC HT  -         178.804 (meters)     586.63  (feet)  COMP
 PK0232  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PK0232
 PK0232  VERT ORDER  -  FIRST     CLASS II
 PK0232
 PK0232.The horizontal coordinates were scaled from a topographic map and have
 PK0232.an estimated accuracy of +/- 6 seconds.
 PK0232
 PK0232.The orthometric height was determined by differential leveling
 PK0232.and adjusted by the National Geodetic Survey in June 1991..
 PK0232
 PK0232.This Tidal Bench Mark is designated as VM 13064
 PK0232.by the Center for Operational Oceanographic Products and Services.
 PK0232
 PK0232.The geoid height was determined by GEOID03.
 PK0232
 PK0232.The dynamic height is computed by dividing the NAVD 88
 PK0232.geopotential number by the normal gravity value computed on the
 PK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0232.degrees latitude (g = 980.6199 gals.).
 PK0232
 PK0232.The modeled gravity was interpolated from observed gravity values.
 PK0232
 PK0232;                    North         East    Units  Estimated Accuracy
 PK0232;SPC MI C     -   149,660.    6,085,520.      MT  (+/- 180 meters Scaled)
 PK0232
 PK0232                          SUPERSEDED SURVEY CONTROL
 PK0232
 PK0232.No superseded survey control is available for this station.
 PK0232
 PK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185475(NAD 83)
 PK0232_MARKER: I = METAL ROD
 PK0232_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 PK0232+WITH SETTING: INFORMATION.
 PK0232_SP_SET: SHALLOW SET METAL ROD
 PK0232_PROJECTION: FLUSH
 PK0232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0232+STABILITY: SURFACE MOTION
 PK0232_ROD/PIPE-DEPTH: 2.0  meters
 PK0232
 PK0232  HISTORY     - Date     Condition        Report By
 PK0232  HISTORY     - 1948     MONUMENTED       USLS
 PK0232  HISTORY     - 1983     GOOD             NGS
 PK0232  HISTORY     - 19941010 GOOD             NOS
 PK0232
 PK0232                          STATION DESCRIPTION
 PK0232
 PK0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0232'IN HARRISVILLE.
 PK0232'IN HARRISVILLE, JUST SOUTH OF AN EXTENDED LINE OF CHURCH STREET, AT
 PK0232'THE FOOT OF A BANK ON LAKE SIDE OF A LARGE RESIDENCE (PREVIOUSLY OWNED
 PK0232'BY MR. CURTIS), ABOUT 61 METERS (200 FEET) WEST OF THE WATERS EDGE,
 PK0232'0.33 METER (1.1 FT) EAST OF THE SOUTHEAST CORNER OF FIRST CONCRETE
 PK0232'STEP OF A FLIGHT OF STAIRS LEADING TO TOP OF BANK AND RESIDENCE,
 PK0232'0.18 METER (0.6 FT) SOUTH OF SOUTH EDGE OF A SIDEWALK LEADING TO
 PK0232'WATERS EDGE, 5.80 METERS (19.0 FT) SOUTH OF A 20-INCH DIAMETER CEDAR
 PK0232'TREE, AND 1.83 METERS (6.0 FT) EAST-NORTHEAST OF SOUTH END OF METAL
 PK0232'HANDRAIL TO STEP.
 PK0232'THE MARK IS ABOVE LEVEL WITH GROUND.
 PK0232
 PK0232                          STATION RECOVERY (1994)
 PK0232
 PK0232'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0232'IN HARRISVILLE, JUST SOUTH OF AN EXTENDED LINE OF CHURCH STREET, AT
 PK0232'THE FOOT OF A BANK ON LAKE SIDE OF A LARGE RESIDENCE (PREVIOUSLY OWNED
 PK0232'BY MR.  CURTIS) , AND NOW ONWED BY A MR.  LEMON.  ABOUT 61 METERS
 PK0232'(200.1 FT) WEST OF THE WATERS EDGE, 0.33 METER (1.08 FT) EAST OF THE
 PK0232'SOUTHEAST CORNER OF FIRST CONCRETE STEP OF A FLIGHT OF STAIRS LEADING
 PK0232'TO TOP OF BANK AND RESIDENCE, 0.18 METER (0.59 FT) SOUTH OF SOUTH EDGE
 PK0232'OF A SIDEWALK LEADING TO WATERS EDGE, 5.80 METERS (19.03 FT) SOUTH OF
 PK0232'A 20-INCH DIAMETER CEDAR TREE, AND 1.83 METERS (6.00 FT)
 PK0232'EAST-NORTHEAST OF SOUTH END OF METAL HANDRAIL TO STEP, BEING HIGHEST
 PK0232'POINT ON TOP OF A 1-INCH DIAMETER IRON BAR, 1.98 METERS (6.50 FT)
 PK0232'LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0233 ***********************************************************************
 PK0233  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0233  DESIGNATION -  907 5059 DOCK
 PK0233  PID         -  PK0233
 PK0233  STATE/COUNTY-  MI/ALCONA
 PK0233  USGS QUAD   -  HARRISVILLE (1989)
 PK0233
 PK0233                         *CURRENT SURVEY CONTROL
 PK0233  ___________________________________________________________________
 PK0233* NAD 83(1994)-  44 39 31.99904(N)    083 17 12.85699(W)     ADJUSTED  
 PK0233* NAVD 88     -       177.877  (meters)     583.58   (feet)  ADJUSTED  
 PK0233  ___________________________________________________________________
 PK0233  X           -     531,231.958 (meters)                     COMP
 PK0233  Y           -  -4,513,259.705 (meters)                     COMP
 PK0233  Z           -   4,460,564.222 (meters)                     COMP
 PK0233  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 PK0233  ELLIP HEIGHT-         142.08  (meters)          (07/12/02) GPS OBS
 PK0233  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0233  DYNAMIC HT  -         177.859 (meters)     583.53  (feet)  COMP
 PK0233  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PK0233  OBS GRAVITY -     980,514.8   (mgal)                       GRAV_OBS
 PK0233
 PK0233  HORZ ORDER  -  B
 PK0233  VERT ORDER  -  FIRST     CLASS II
 PK0233  ELLP ORDER  -  FOURTH    CLASS II
 PK0233
 PK0233.The horizontal coordinates were established by GPS observations
 PK0233.and adjusted by the National Geodetic Survey in September 1995..
 PK0233
 PK0233.The orthometric height was determined by differential leveling
 PK0233.and adjusted by the National Geodetic Survey in June 1991..
 PK0233
 PK0233.This Tidal Bench Mark is designated as VM 13062
 PK0233.by the Center for Operational Oceanographic Products and Services.
 PK0233
 PK0233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0233
 PK0233.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0233
 PK0233.The ellipsoidal height was determined by GPS observations
 PK0233.and is referenced to NAD 83.
 PK0233
 PK0233.The geoid height was determined by GEOID03.
 PK0233
 PK0233.The dynamic height is computed by dividing the NAVD 88
 PK0233.geopotential number by the normal gravity value computed on the
 PK0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0233.degrees latitude (g = 980.6199 gals.).
 PK0233
 PK0233.The modeled gravity was interpolated from observed gravity values.
 PK0233.The observed gravity was obtained from relative gravimeter ties
 PK0233.to the IGSN71 gravity network.
 PK0233
 PK0233;                    North         East     Units Scale Factor Converg.
 PK0233;SPC MI C     -   149,717.844 6,085,630.491   MT  0.99992497   +0 45 45.9
 PK0233;SPC MI C     -   491,200.28 19,965,979.30   iFT  0.99992497   +0 45 45.9
 PK0233;UTM  17      - 4,947,602.390   318,690.028   MT  1.00000427   -1 36 28.3
 PK0233
 PK0233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0233!SPC MI C     -   0.99997772  x   0.99992497  =   0.99990270
 PK0233!UTM  17      -   0.99997772  x   1.00000427  =   0.99998199
 PK0233
 PK0233                          SUPERSEDED SURVEY CONTROL
 PK0233
 PK0233  ELLIP H (09/20/95)  142.07   (m)                       GP(       ) 1 2
 PK0233  NAVD 88 (09/20/95)  177.88   (m)          583.6    (f) LEVELING    3  
 PK0233
 PK0233.Superseded values are not recommended for survey control.
 PK0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0233.See file dsdata.txt to determine how the superseded data were derived.
 PK0233
 PK0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1869047602(NAD 83)
 PK0233_MARKER: DD = SURVEY DISK
 PK0233_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PK0233+WITH SETTING: PAVEMENT
 PK0233_SP_SET: DOCK ABUTMENT
 PK0233_STAMPING: DOCK USLS 1961
 PK0233_MARK LOGO: USE   
 PK0233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0233+STABILITY: SURFACE MOTION
 PK0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0233+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0233
 PK0233  HISTORY     - Date     Condition        Report By
 PK0233  HISTORY     - 1961     MONUMENTED       USE
 PK0233  HISTORY     - 1983     GOOD             NGS
 PK0233  HISTORY     - 19940520 GOOD             NGS
 PK0233  HISTORY     - 19941010 GOOD             NOS
 PK0233  HISTORY     - 19950923 GOOD             NOS
 PK0233  HISTORY     - 20050731 GOOD             USPSQD
 PK0233
 PK0233                          STATION DESCRIPTION
 PK0233
 PK0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0233'IN HARRISVILLE.
 PK0233'IN HARRISVILLE, AT THE HARRISVILLE WATER COMMISSION PUBLIC DOCK WHICH
 PK0233'IS LOCATED ON LAKE HURON NEAR THE EXTENDED LINE OF CHURCH STREET, A
 PK0233'DISK SET IN TOP OF THE SOUTH END OF CONCRETE ABUTMENT OF DOCK, AT
 PK0233'ENTRANCE TO THE BOARDWALK OF THE DOCK.
 PK0233
 PK0233                          STATION RECOVERY (1994)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PK0233'STATION IS LOCATED IN QUAD 440831, IN THE TOWN OF HARRISVILLE, AND IN
 PK0233'THE SOUTHEAST 1/4 OF SECTION 12, T 26 N, R 9 E, HARRISVILLE TOWNSHIP
 PK0233'AND ON PROPERTY OF THE HARRISVILLE WATER COMMISSION.  OWNERSHIP--TOWN
 PK0233'OF HARRISVILLE.  STATION IS AT THE HARRISVILLE WATER COMMISSION PUBLIC
 PK0233'DOCK WHICH IS LOCATED ON LAKE HURON NEAR THE EXTENDED LINE OF CHURCH
 PK0233'STREET.  A U.S.  ARMY CORPS OF ENGINEERS STANDARD DISK SET IN THE
 PK0233'SOUTH END OF THE CONCRETE ABUTMENT OF THE DOCK, AT THE ENTRANCE TO THE
 PK0233'BOARDWALK OF THE DOCK.  STATION MARK IS A DISK SET IN THE SOUTH END OF
 PK0233'THE CONCRETE ABUTMENT OF THE DOCK.  NOTE--PERMISSION MAY BE OBTAINED
 PK0233'FROM THE HARBOR MASTER LOCATED AT THE STATION TO DRIVE VEHICLE ACROSS
 PK0233'AND DOWN SIDEWALK TO STATION.  OTHERWISE YOU WILL HAVE TO PACK
 PK0233'INSTRUMENT ABOUT 150 FT (45.7 M) FROM THE PARKING AREA TO THE STATION.
 PK0233
 PK0233                          STATION RECOVERY (1994)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0233'IN HARRISVILLE, AT THE HARRISVILLE WATER COMMISSION PUBLIC DOCK WHICH
 PK0233'IS LOCATED ON LAKE HURON NEAR THE EXTENDED LINE OF CHURCH STREET, A
 PK0233'DISK SET IN TOP OF THE SOUTH END OF CONCRETE ABUTMENT OF DOCK, AT
 PK0233'ENTRANCE TO THE BOARDWALK OF THE DOCK, 37.10 METERS (121.72 FT) EAST
 PK0233'OF SOUTHEAST CORNER OF HARBOR MASTER BUILDING, 1.65 METERS (5.41 FT)
 PK0233'SOUTH OF THE CENTERLINE OF THE CEMENT WALK LEADING TO DOCKS.
 PK0233
 PK0233                          STATION RECOVERY (1995)
 PK0233
 PK0233'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 PK0233'RECOVERED AS DESCRIBED.
 PK0233
 PK0233                          STATION RECOVERY (2005)
 PK0233
 PK0233'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0231 ***********************************************************************
 PK0231  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0231  DESIGNATION -  907 5059 SUMP
 PK0231  PID         -  PK0231
 PK0231  STATE/COUNTY-  MI/ALCONA
 PK0231  USGS QUAD   -  HARRISVILLE (1989)
 PK0231
 PK0231                         *CURRENT SURVEY CONTROL
 PK0231  ___________________________________________________________________
 PK0231* NAD 83(1986)-  44 39 30.     (N)    083 17 19.     (W)     SCALED    
 PK0231* NAVD 88     -       182.755  (meters)     599.59   (feet)  ADJUSTED  
 PK0231  ___________________________________________________________________
 PK0231  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0231  DYNAMIC HT  -         182.736 (meters)     599.53  (feet)  COMP
 PK0231  MODELED GRAV-     980,511.1   (mgal)                       NAVD 88
 PK0231
 PK0231  VERT ORDER  -  FIRST     CLASS II
 PK0231
 PK0231.The horizontal coordinates were scaled from a topographic map and have
 PK0231.an estimated accuracy of +/- 6 seconds.
 PK0231
 PK0231.The orthometric height was determined by differential leveling
 PK0231.and adjusted by the National Geodetic Survey in March 1997..
 PK0231
 PK0231.This Tidal Bench Mark is designated as VM 13063
 PK0231.by the Center for Operational Oceanographic Products and Services.
 PK0231
 PK0231.The geoid height was determined by GEOID03.
 PK0231
 PK0231.The dynamic height is computed by dividing the NAVD 88
 PK0231.geopotential number by the normal gravity value computed on the
 PK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0231.degrees latitude (g = 980.6199 gals.).
 PK0231
 PK0231.The modeled gravity was interpolated from observed gravity values.
 PK0231
 PK0231;                    North         East    Units  Estimated Accuracy
 PK0231;SPC MI C     -   149,650.    6,085,500.      MT  (+/- 180 meters Scaled)
 PK0231
 PK0231                          SUPERSEDED SURVEY CONTROL
 PK0231
 PK0231  NAVD 88 (06/15/91)  182.764  (m)          599.62   (f) UNKNOWN     1 2
 PK0231
 PK0231.Superseded values are not recommended for survey control.
 PK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0231.See file dsdata.txt to determine how the superseded data were derived.
 PK0231
 PK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185475(NAD 83)
 PK0231_MARKER: Q = CHISELED SQUARE
 PK0231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PK0231_SP_SET: SUMP
 PK0231_MARK LOGO: NONE  
 PK0231_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0231
 PK0231  HISTORY     - Date     Condition        Report By
 PK0231  HISTORY     - 1961     MONUMENTED       USLS
 PK0231  HISTORY     - 1983     GOOD             NGS
 PK0231  HISTORY     - 19941010 GOOD             NOS
 PK0231  HISTORY     - 19950923 GOOD             NOS
 PK0231  HISTORY     - 20050731 GOOD             USPSQD
 PK0231
 PK0231                          STATION DESCRIPTION
 PK0231
 PK0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0231'IN HARRISVILLE.
 PK0231'IN HARRISVILLE, NEAR THE SOUTHEAST CORNER OF PARKING LOT AT THE
 PK0231'HARRISVILLE WATER COMMISSION PUBLIC DOCK, ON THE NORTH SIDE OF A ROAD
 PK0231'LEADING FROM LAKE STREET TO THE DOCK, A CHISELED SQUARE NEAR THE
 PK0231'SOUTHWEST CORNER OF A 6 FEET BY 4 FEET CONCRETE SUMP CONTAINING A
 PK0231'WATER VALVE, 6.10 METERS (20.0 FT) NORTH OF APPROXIMATE CENTER OF ROAD
 PK0231'LEADING TO DOCK, 3.35 METERS (11.0 FT) SOUTH-SOUTHWEST OF SOUTHWEST
 PK0231'CORNER OF A TELEPHONE BOOTH, 1.83 METERS (6.0 FT) WEST OF A SIGN (NO
 PK0231'PARKING IN DRIVEWAY), AND 0.18 METER (0.6 FT) EAST OF THE WEST EDGE OF
 PK0231'SUMP.
 PK0231'THE MARK IS 0.45 M ABOVE ROAD.
 PK0231
 PK0231                          STATION RECOVERY (1994)
 PK0231
 PK0231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0231'IN HARRISVILLE, NEAR THE SOUTHEAST CORNER OF PARKING LOT AT THE
 PK0231'HARRISVILLE WATER COMMISSION PUBLIC DOCK, ON THE NORTH SIDE OF A ROAD
 PK0231'LEADING FROM LAKE STREET TO THE DOCK, A CHISELED SQUARE NEAR THE
 PK0231'SOUTHWEST CORNER OF A 6 FEET (1.8 M) BY 4 FEET (1.2 M) CONCRETE SUMP
 PK0231'CONTAINING A WATER VALVE, 6.10 METERS (20.01 FT) NORTH OF APPROXIMATE
 PK0231'CENTER OF ROAD LEADING TO DOCK.  6.8 METERS (22.3 FT) SOUTHWEST OF A
 PK0231'GRANITE MONUMENT FOR DAVID ALAN SHAW.  AND 0.18 METER (0.59 FT) EAST
 PK0231'OF THE WEST EDGE OF SUMP.
 PK0231
 PK0231                          STATION RECOVERY (1995)
 PK0231
 PK0231'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 PK0231'RECOVERED AS DESCRIBED.
 PK0231
 PK0231                          STATION RECOVERY (2005)
 PK0231
 PK0231'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0104 ***********************************************************************
 QJ0104  DESIGNATION -  907 5065 ALPENA C OF A
 QJ0104  PID         -  QJ0104
 QJ0104  STATE/COUNTY-  MI/ALPENA
 QJ0104  USGS QUAD   -  ALPENA (1971)
 QJ0104
 QJ0104                         *CURRENT SURVEY CONTROL
 QJ0104  ___________________________________________________________________
 QJ0104* NAD 83(1986)-  45 03 50.     (N)    083 26 02.     (W)     SCALED    
 QJ0104* NAVD 88     -       178.788  (meters)     586.57   (feet)  ADJUSTED  
 QJ0104  ___________________________________________________________________
 QJ0104  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0104  DYNAMIC HT  -         178.776 (meters)     586.53  (feet)  COMP
 QJ0104  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0104
 QJ0104  VERT ORDER  -  FIRST     CLASS II
 QJ0104
 QJ0104.The horizontal coordinates were scaled from a topographic map and have
 QJ0104.an estimated accuracy of +/- 6 seconds.
 QJ0104
 QJ0104.The orthometric height was determined by differential leveling
 QJ0104.and adjusted by the National Geodetic Survey in June 1991..
 QJ0104
 QJ0104.The geoid height was determined by GEOID03.
 QJ0104
 QJ0104.The dynamic height is computed by dividing the NAVD 88
 QJ0104.geopotential number by the normal gravity value computed on the
 QJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0104.degrees latitude (g = 980.6199 gals.).
 QJ0104
 QJ0104.The modeled gravity was interpolated from observed gravity values.
 QJ0104
 QJ0104;                    North         East    Units  Estimated Accuracy
 QJ0104;SPC MI C     -   194,570.    6,073,460.      MT  (+/- 180 meters Scaled)
 QJ0104
 QJ0104                          SUPERSEDED SURVEY CONTROL
 QJ0104
 QJ0104.No superseded survey control is available for this station.
 QJ0104
 QJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK083929(NAD 83)
 QJ0104_MARKER: Z = SEE DESCRIPTION
 QJ0104_SETTING: 0 = UNSPECIFIED SETTING
 QJ0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0104
 QJ0104  HISTORY     - Date     Condition        Report By
 QJ0104  HISTORY     - 1881     MONUMENTED       LOCSUR
 QJ0104  HISTORY     - 1983     GOOD             NGS
 QJ0104  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0104
 QJ0104                          STATION DESCRIPTION
 QJ0104
 QJ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0104'IN ALPENA.
 QJ0104'IN ALPENA, ON THE WEST CORNER OF THIRD AVENUE AND RIVER STREET, AT
 QJ0104'CENTRAL FIRE STATION, IN A WELL COVERED BY A 11-INCH BY 17-INCH IRON
 QJ0104'PLATE, BEING THE LEVEL SURFACE AT THE CENTER OF A FLAT STONE,
 QJ0104'0.30 METER (1.0 FT) EAST OF EAST CORNER OF FIRE STATION.
 QJ0104'THE MARK IS 0.61 M BELOW SIDEWALK.
 QJ0104
 QJ0104                          STATION RECOVERY (1999)
 QJ0104
 QJ0104'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0096 ***********************************************************************
 QJ0096  DESIGNATION -  907 5065 CITY HALL USLS
 QJ0096  PID         -  QJ0096
 QJ0096  STATE/COUNTY-  MI/ALPENA
 QJ0096  USGS QUAD   -  ALPENA (1971)
 QJ0096
 QJ0096                         *CURRENT SURVEY CONTROL
 QJ0096  ___________________________________________________________________
 QJ0096* NAD 83(1986)-  45 03 43.     (N)    083 25 49.     (W)     SCALED    
 QJ0096* NAVD 88     -       180.689  (meters)     592.81   (feet)  ADJUSTED  
 QJ0096  ___________________________________________________________________
 QJ0096  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0096  DYNAMIC HT  -         180.676 (meters)     592.77  (feet)  COMP
 QJ0096  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 QJ0096
 QJ0096  VERT ORDER  -  FIRST     CLASS II
 QJ0096
 QJ0096.The horizontal coordinates were scaled from a topographic map and have
 QJ0096.an estimated accuracy of +/- 6 seconds.
 QJ0096
 QJ0096.The orthometric height was determined by differential leveling
 QJ0096.and adjusted by the National Geodetic Survey in June 1991..
 QJ0096
 QJ0096.The geoid height was determined by GEOID03.
 QJ0096
 QJ0096.The dynamic height is computed by dividing the NAVD 88
 QJ0096.geopotential number by the normal gravity value computed on the
 QJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0096.degrees latitude (g = 980.6199 gals.).
 QJ0096
 QJ0096.The modeled gravity was interpolated from observed gravity values.
 QJ0096
 QJ0096;                    North         East    Units  Estimated Accuracy
 QJ0096;SPC MI C     -   194,360.    6,073,740.      MT  (+/- 180 meters Scaled)
 QJ0096
 QJ0096                          SUPERSEDED SURVEY CONTROL
 QJ0096
 QJ0096.No superseded survey control is available for this station.
 QJ0096
 QJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086927(NAD 83)
 QJ0096_MARKER: DD = SURVEY DISK
 QJ0096_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QJ0096_SP_SET: FACE OF BUILDING
 QJ0096_STAMPING: CITY HALL LDK 1941
 QJ0096_MARK LOGO: USLS  
 QJ0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0096+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 QJ0096
 QJ0096  HISTORY     - Date     Condition        Report By
 QJ0096  HISTORY     - 1941     MONUMENTED       USLS
 QJ0096  HISTORY     - 1983     GOOD             NGS
 QJ0096  HISTORY     - 19970330 GOOD             USPSQD
 QJ0096  HISTORY     - 19990515 GOOD             USPSQD
 QJ0096  HISTORY     - 20051230 GOOD             USPSQD
 QJ0096
 QJ0096                          STATION DESCRIPTION
 QJ0096
 QJ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0096'IN ALPENA.
 QJ0096'IN ALPENA, AT THE CITY HALL BUILDING, SET VERTICALLY IN THE NORTH FACE
 QJ0096'OF THE BUILDING, 15.70 METERS (51.5 FT) SOUTH OF A FLAGPOLE,
 QJ0096'6.61 METERS (21.7 FT) WEST OF THE NORTHEAST CORNER OF THE BUILDING,
 QJ0096'4.57 METERS (15.0 FT) EAST-NORTHEAST OF THE EXTENDED CENTER OF TWO
 QJ0096'DOORS AT MAIN ENTRANCE ON NORTH SIDE OF BUILDING, AND 3.90 METERS
 QJ0096'(12.8 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK.
 QJ0096'THE MARK IS 1.21 M ABOVE GROUND.
 QJ0096
 QJ0096                          STATION RECOVERY (1997)
 QJ0096
 QJ0096'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0096'RECOVERED IN GOOD CONDITION.
 QJ0096
 QJ0096                          STATION RECOVERY (1999)
 QJ0096
 QJ0096'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0096'RECOVERED IN GOOD CONDITION.
 QJ0096
 QJ0096                          STATION RECOVERY (2005)
 QJ0096
 QJ0096'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0006 ***********************************************************************
 QJ0006  DESIGNATION -  907 5065 FIRE LDK USLS
 QJ0006  PID         -  QJ0006
 QJ0006  STATE/COUNTY-  MI/ALPENA
 QJ0006  USGS QUAD   -  ALPENA (1971)
 QJ0006
 QJ0006                         *CURRENT SURVEY CONTROL
 QJ0006  ___________________________________________________________________
 QJ0006* NAD 83(1986)-  45 03 50.     (N)    083 26 02.     (W)     SCALED    
 QJ0006* NAVD 88     -       180.440  (meters)     591.99   (feet)  ADJUSTED  
 QJ0006  ___________________________________________________________________
 QJ0006  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0006  DYNAMIC HT  -         180.427 (meters)     591.95  (feet)  COMP
 QJ0006  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0006
 QJ0006  VERT ORDER  -  FIRST     CLASS II
 QJ0006
 QJ0006.The horizontal coordinates were scaled from a topographic map and have
 QJ0006.an estimated accuracy of +/- 6 seconds.
 QJ0006
 QJ0006.The orthometric height was determined by differential leveling
 QJ0006.and adjusted by the National Geodetic Survey in June 1991..
 QJ0006
 QJ0006.The geoid height was determined by GEOID03.
 QJ0006
 QJ0006.The dynamic height is computed by dividing the NAVD 88
 QJ0006.geopotential number by the normal gravity value computed on the
 QJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0006.degrees latitude (g = 980.6199 gals.).
 QJ0006
 QJ0006.The modeled gravity was interpolated from observed gravity values.
 QJ0006
 QJ0006;                    North         East    Units  Estimated Accuracy
 QJ0006;SPC MI C     -   194,570.    6,073,460.      MT  (+/- 180 meters Scaled)
 QJ0006
 QJ0006                          SUPERSEDED SURVEY CONTROL
 QJ0006
 QJ0006.No superseded survey control is available for this station.
 QJ0006
 QJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK083929(NAD 83)
 QJ0006_MARKER: DD = SURVEY DISK
 QJ0006_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0006_STAMPING: FIRE LDMK 1941
 QJ0006_MARK LOGO: USLS  
 QJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0006+STABILITY: SURFACE MOTION
 QJ0006
 QJ0006  HISTORY     - Date     Condition        Report By
 QJ0006  HISTORY     - 1941     MONUMENTED       USLS
 QJ0006  HISTORY     - 1966     GOOD             NGS
 QJ0006  HISTORY     - 1983     GOOD             NGS
 QJ0006  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0006
 QJ0006                          STATION DESCRIPTION
 QJ0006
 QJ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QJ0006'IN ALPENA.
 QJ0006'THE MARK IS SET VERTICALLY IN THE NORTHEAST WALL OF THE CENTRAL
 QJ0006'FIRE STATION AT RIVER STREET AND NORTH THIRD AVENUE, 20.5 FEET
 QJ0006'NORTHWEST OF NORTH THIRD STREET, 19.5 FEET SOUTHWEST OF RIVER
 QJ0006'STREET, 3 FEET NORTHWEST OF FIRE STATION CORNER AND 3.5 FEET
 QJ0006'ABOVE THE SIDEWALK.
 QJ0006
 QJ0006                          STATION RECOVERY (1983)
 QJ0006
 QJ0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ALPENA, SET
 QJ0006'VERTICALLY IN THE NORTHEAST WALL OF THE CENTRAL FIRE STATION LOCATED
 QJ0006'AT THE JUNCTION OF RIVER STREET AND NORTH THIRD AVENUE, 6.24 METERS
 QJ0006'(20.5 FT) NORTHWEST OF NORTH THIRD STREET, 5.94 METERS (19.5 FT)
 QJ0006'SOUTHWEST OF RIVER STREET, AND 0.82 METER (2.7 FT) NORTHWEST OF EAST
 QJ0006'CORNER OF FIRE STATION.  STAMPING IS--FIRE LDK 1941.
 QJ0006'THE MARK IS 1.10 M ABOVE SIDEWALK.
 QJ0006
 QJ0006                          STATION RECOVERY (1999)
 QJ0006
 QJ0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0099 ***********************************************************************
 QJ0099  DESIGNATION -  907 5065 KRUEGER USLS
 QJ0099  PID         -  QJ0099
 QJ0099  STATE/COUNTY-  MI/ALPENA
 QJ0099  USGS QUAD   -  ALPENA (1971)
 QJ0099
 QJ0099                         *CURRENT SURVEY CONTROL
 QJ0099  ___________________________________________________________________
 QJ0099* NAD 83(1986)-  45 03 33.     (N)    083 25 49.     (W)     SCALED    
 QJ0099* NAVD 88     -       177.587  (meters)     582.63   (feet)  ADJUSTED  
 QJ0099  ___________________________________________________________________
 QJ0099  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0099  DYNAMIC HT  -         177.574 (meters)     582.59  (feet)  COMP
 QJ0099  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0099
 QJ0099  VERT ORDER  -  FIRST     CLASS II
 QJ0099
 QJ0099.The horizontal coordinates were scaled from a topographic map and have
 QJ0099.an estimated accuracy of +/- 6 seconds.
 QJ0099
 QJ0099.The orthometric height was determined by differential leveling
 QJ0099.and adjusted by the National Geodetic Survey in June 1991..
 QJ0099
 QJ0099.The geoid height was determined by GEOID03.
 QJ0099
 QJ0099.The dynamic height is computed by dividing the NAVD 88
 QJ0099.geopotential number by the normal gravity value computed on the
 QJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0099.degrees latitude (g = 980.6199 gals.).
 QJ0099
 QJ0099.The modeled gravity was interpolated from observed gravity values.
 QJ0099
 QJ0099;                    North         East    Units  Estimated Accuracy
 QJ0099;SPC MI C     -   194,050.    6,073,750.      MT  (+/- 180 meters Scaled)
 QJ0099
 QJ0099                          SUPERSEDED SURVEY CONTROL
 QJ0099
 QJ0099.No superseded survey control is available for this station.
 QJ0099
 QJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086923(NAD 83)
 QJ0099_MARKER: I = METAL ROD
 QJ0099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0099_SP_SET: COPPER-CLAD STEEL ROD
 QJ0099_PROJECTION: RECESSED 15 CENTIMETERS
 QJ0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0099_ROD/PIPE-DEPTH: 6.10 meters
 QJ0099
 QJ0099  HISTORY     - Date     Condition        Report By
 QJ0099  HISTORY     - 1966     MONUMENTED       USLS
 QJ0099  HISTORY     - 1983     GOOD             NGS
 QJ0099  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0099
 QJ0099                          STATION DESCRIPTION
 QJ0099
 QJ0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0099'IN ALPENA.
 QJ0099'IN ALPENA, SET IN THE LAWN NEAR THE NORTH CORNER OF THE ARNOLDS MARINA
 QJ0099'AND BOAT WORKS LOCATED AT THE JUNCTION OF EAST CHISHOLM STREET AND
 QJ0099'HARBOR DRIVE, A 5/8-INCH DIAMETER COPPER COATED STEEL ROD,
 QJ0099'20.39 METERS (66.9 FT) SOUTH-SOUTHEAST OF A LIGHT POLE ON THE
 QJ0099'SOUTHEAST SIDE OF THE CURB ON HARBOR DRIVE, 15.30 METERS (50.2 FT)
 QJ0099'SOUTH OF A UTILITY POLE, 1.95 METERS (6.4 FT) SOUTHWEST OF THE EDGE OF
 QJ0099'A SIDEWALK, AND 0.70 METER (2.3 FT) NORTHWEST OF THE NORTH CORNER OF
 QJ0099'BUILDING.
 QJ0099
 QJ0099                          STATION RECOVERY (1999)
 QJ0099
 QJ0099'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0105 ***********************************************************************
 QJ0105  DESIGNATION -  907 5065 MCLELLANS USLS
 QJ0105  PID         -  QJ0105
 QJ0105  STATE/COUNTY-  MI/ALPENA
 QJ0105  USGS QUAD   -  ALPENA (1971)
 QJ0105
 QJ0105                         *CURRENT SURVEY CONTROL
 QJ0105  ___________________________________________________________________
 QJ0105* NAD 83(1986)-  45 03 48.     (N)    083 25 57.     (W)     SCALED    
 QJ0105* NAVD 88     -       179.374  (meters)     588.50   (feet)  ADJUSTED  
 QJ0105  ___________________________________________________________________
 QJ0105  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0105  DYNAMIC HT  -         179.361 (meters)     588.45  (feet)  COMP
 QJ0105  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0105
 QJ0105  VERT ORDER  -  FIRST     CLASS II
 QJ0105
 QJ0105.The horizontal coordinates were scaled from a topographic map and have
 QJ0105.an estimated accuracy of +/- 6 seconds.
 QJ0105
 QJ0105.The orthometric height was determined by differential leveling
 QJ0105.and adjusted by the National Geodetic Survey in June 1991..
 QJ0105
 QJ0105.The geoid height was determined by GEOID03.
 QJ0105
 QJ0105.The dynamic height is computed by dividing the NAVD 88
 QJ0105.geopotential number by the normal gravity value computed on the
 QJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0105.degrees latitude (g = 980.6199 gals.).
 QJ0105
 QJ0105.The modeled gravity was interpolated from observed gravity values.
 QJ0105
 QJ0105;                    North         East    Units  Estimated Accuracy
 QJ0105;SPC MI C     -   194,510.    6,073,570.      MT  (+/- 180 meters Scaled)
 QJ0105
 QJ0105                          SUPERSEDED SURVEY CONTROL
 QJ0105
 QJ0105.No superseded survey control is available for this station.
 QJ0105
 QJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK084928(NAD 83)
 QJ0105_MARKER: Q = CHISELED SQUARE
 QJ0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QJ0105_SP_SET: WATER TABLE
 QJ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0105
 QJ0105  HISTORY     - Date     Condition        Report By
 QJ0105  HISTORY     - 1958     MONUMENTED       USLS
 QJ0105  HISTORY     - 1983     GOOD             NGS
 QJ0105  HISTORY     - 19990515 GOOD             USPSQD
 QJ0105  HISTORY     - 20051230 MARK NOT FOUND   USPSQD
 QJ0105
 QJ0105                          STATION DESCRIPTION
 QJ0105
 QJ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0105'IN ALPENA.
 QJ0105'IN ALPENA, AT THE JUNCTION OF SECOND AVENUE AND RIVER STREET, ON THE
 QJ0105'RIVER FACE OF THE MCCRORY STORE BUILDING, THE HIGHEST POINT ON TOP OF
 QJ0105'A 1-INCH SQUARE CUT IN TOP OF THE LOWEST STONE WATER TABLE,
 QJ0105'2.99 METERS (9.8 FT) FROM EAST CORNER OF BUILDING, 2.26 METERS
 QJ0105'(7.4 FT) SOUTHWEST OF A FIRE HYDRANT, AND 0.15 METER (0.5 FT)
 QJ0105'WEST-SOUTHWEST OF THE OFFSET IN BUILDING.
 QJ0105'THE MARK IS 0.09 M ABOVE SIDEWALK.
 QJ0105
 QJ0105                          STATION RECOVERY (1999)
 QJ0105
 QJ0105'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0105'RECOVERED IN GOOD CONDITION.
 QJ0105
 QJ0105                          STATION RECOVERY (2005)
 QJ0105
 QJ0105'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0105'THE FORMER MCCRORY STORE BUILDING NOW HOUSES A BUSINESS CALLED
 QJ0105'CELEBRATIONS.  IT IS LOCATED AT 127 NORTH SECOND AVENUE.  AN
 QJ0105'INDENTATION APPEARS IN THE BUILDING WHERE THE MARK MAY HAVE BEEN
 QJ0105'LOCATED ORIGINALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0009 ***********************************************************************
 QJ0009  DESIGNATION -  907 5065 POST OFFICE USLS
 QJ0009  PID         -  QJ0009
 QJ0009  STATE/COUNTY-  MI/ALPENA
 QJ0009  USGS QUAD   -  ALPENA (1971)
 QJ0009
 QJ0009                         *CURRENT SURVEY CONTROL
 QJ0009  ___________________________________________________________________
 QJ0009* NAD 83(1986)-  45 03 44.     (N)    083 25 49.     (W)     SCALED    
 QJ0009* NAVD 88     -       180.166  (meters)     591.09   (feet)  ADJUSTED  
 QJ0009  ___________________________________________________________________
 QJ0009  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0009  DYNAMIC HT  -         180.154 (meters)     591.06  (feet)  COMP
 QJ0009  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 QJ0009
 QJ0009  VERT ORDER  -  FIRST     CLASS II
 QJ0009
 QJ0009.The horizontal coordinates were scaled from a topographic map and have
 QJ0009.an estimated accuracy of +/- 6 seconds.
 QJ0009
 QJ0009.The orthometric height was determined by differential leveling
 QJ0009.and adjusted by the National Geodetic Survey in June 1991..
 QJ0009
 QJ0009.The geoid height was determined by GEOID03.
 QJ0009
 QJ0009.The dynamic height is computed by dividing the NAVD 88
 QJ0009.geopotential number by the normal gravity value computed on the
 QJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0009.degrees latitude (g = 980.6199 gals.).
 QJ0009
 QJ0009.The modeled gravity was interpolated from observed gravity values.
 QJ0009
 QJ0009;                    North         East    Units  Estimated Accuracy
 QJ0009;SPC MI C     -   194,390.    6,073,740.      MT  (+/- 180 meters Scaled)
 QJ0009
 QJ0009                          SUPERSEDED SURVEY CONTROL
 QJ0009
 QJ0009  NGVD 29 (??/??/92)  180.325  (m)          591.62   (f) ADJ UNCH    1 2
 QJ0009
 QJ0009.Superseded values are not recommended for survey control.
 QJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0009.See file dsdata.txt to determine how the superseded data were derived.
 QJ0009
 QJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086927(NAD 83)
 QJ0009_MARKER: DD = SURVEY DISK
 QJ0009_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 QJ0009_MARK LOGO: USLS  
 QJ0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0009+STABILITY: POSITION/ELEVATION WELL
 QJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0009+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 QJ0009
 QJ0009  HISTORY     - Date     Condition        Report By
 QJ0009  HISTORY     - UNK      MONUMENTED       USLS
 QJ0009  HISTORY     - 1934     GOOD             NGS
 QJ0009  HISTORY     - 1966     GOOD             NGS
 QJ0009  HISTORY     - 1983     GOOD             NGS
 QJ0009  HISTORY     - 19990515 GOOD             USPSQD
 QJ0009  HISTORY     - 20051230 GOOD             USPSQD
 QJ0009
 QJ0009                          STATION DESCRIPTION
 QJ0009
 QJ0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QJ0009'AT ALPENA.
 QJ0009'AT ALPENA, ALPENA COUNTY, IN THE NORTHEAST FACE OF THE POST
 QJ0009'OFFICE, 28.8 FEET NORTHWEST OF THE NORTHWEST CURB OF FIRST
 QJ0009'STREET, 10.7 FEET SOUTHWEST OF THE SOUTHWEST CURB OF THE POST
 QJ0009'OFFICE DRIVE, 1.3 FEET NORTHEAST OF THE EAST CORNER OF THE
 QJ0009'BUILDING, AND 3.1 FEET ABOVE GROUND.  A U.S. LAKE SURVEY
 QJ0009'STANDARD DISK, SET VERTICALLY.
 QJ0009
 QJ0009                          STATION RECOVERY (1966)
 QJ0009
 QJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QJ0009'RECOVERED IN GOOD CONDITION.
 QJ0009
 QJ0009                          STATION RECOVERY (1983)
 QJ0009
 QJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0009'RECOVERED IN GOOD CONDITION.  NOTE, DELETE U.S. POST OFFICE, ADD
 QJ0009'FEDERAL BUILDING.
 QJ0009
 QJ0009                          STATION RECOVERY (1999)
 QJ0009
 QJ0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0009'RECOVERED IN GOOD CONDITION.
 QJ0009
 QJ0009                          STATION RECOVERY (2005)
 QJ0009
 QJ0009'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0009'THE FEDERAL BUILDING NOW HOUSES THE U.S. COAST GUARD (DEPARTMENT OF
 QJ0009'HOMELAND SECURITY) AND THE U.S. FISH AND WILDLIFE SERVICE (ALPENA
 QJ0009'FISHERY RESOURCES OFFICE)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0098 ***********************************************************************
 QJ0098  DESIGNATION -  907 5065 REST
 QJ0098  PID         -  QJ0098
 QJ0098  STATE/COUNTY-  MI/ALPENA
 QJ0098  USGS QUAD   -  ALPENA (1971)
 QJ0098
 QJ0098                         *CURRENT SURVEY CONTROL
 QJ0098  ___________________________________________________________________
 QJ0098* NAD 83(1986)-  45 03 36.     (N)    083 25 50.     (W)     SCALED    
 QJ0098* NAVD 88     -       179.376  (meters)     588.50   (feet)  ADJUSTED  
 QJ0098  ___________________________________________________________________
 QJ0098  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0098  DYNAMIC HT  -         179.363 (meters)     588.46  (feet)  COMP
 QJ0098  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0098
 QJ0098  VERT ORDER  -  FIRST     CLASS II
 QJ0098
 QJ0098.The horizontal coordinates were scaled from a topographic map and have
 QJ0098.an estimated accuracy of +/- 6 seconds.
 QJ0098
 QJ0098.The orthometric height was determined by differential leveling
 QJ0098.and adjusted by the National Geodetic Survey in June 1991..
 QJ0098
 QJ0098.The geoid height was determined by GEOID03.
 QJ0098
 QJ0098.The dynamic height is computed by dividing the NAVD 88
 QJ0098.geopotential number by the normal gravity value computed on the
 QJ0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0098.degrees latitude (g = 980.6199 gals.).
 QJ0098
 QJ0098.The modeled gravity was interpolated from observed gravity values.
 QJ0098
 QJ0098;                    North         East    Units  Estimated Accuracy
 QJ0098;SPC MI C     -   194,150.    6,073,720.      MT  (+/- 180 meters Scaled)
 QJ0098
 QJ0098                          SUPERSEDED SURVEY CONTROL
 QJ0098
 QJ0098.No superseded survey control is available for this station.
 QJ0098
 QJ0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086924(NAD 83)
 QJ0098_MARKER: Z = SEE DESCRIPTION
 QJ0098_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0098_SP_SET: WINDOW SILL
 QJ0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0098+STABILITY: SURFACE MOTION
 QJ0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0098+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 QJ0098
 QJ0098  HISTORY     - Date     Condition        Report By
 QJ0098  HISTORY     - 1972     MONUMENTED       NOS
 QJ0098  HISTORY     - 1983     GOOD             NGS
 QJ0098  HISTORY     - 19990515 GOOD             USPSQD
 QJ0098  HISTORY     - 20051230 GOOD             USPSQD
 QJ0098
 QJ0098                          STATION DESCRIPTION
 QJ0098
 QJ0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0098'IN ALPENA.
 QJ0098'IN ALPENA, ON SOUTHWEST SIDE OF THE THUNDER BAY RIVER, 27.1 METERS
 QJ0098'(89.0 FT) SOUTHWEST OF CENTERLINE OF CHISHOLM STREET AND 22.2 METERS
 QJ0098'(73.0 FT) NORTHWEST OF CENTERLINE OF HARBOR DRIVE, 2.7 METERS (9.0 FT)
 QJ0098'SOUTHWEST OF NORTHEAST CORNER OF CITY RESTROOM, 1.3 METERS (4.2 FT)
 QJ0098'ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRASS PLUG SET INTO
 QJ0098'THE FACE OF THE NORTHERLY WINDOW SILL.
 QJ0098
 QJ0098                          STATION RECOVERY (1999)
 QJ0098
 QJ0098'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0098'RECOVERED IN GOOD CONDITION.
 QJ0098
 QJ0098                          STATION RECOVERY (2005)
 QJ0098
 QJ0098'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0098'THE MARK HAS BEEN PAINTED OVER TO MATCH THE COLOR OF THE WINDOW SILL
 QJ0098'(BLUE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0103 ***********************************************************************
 QJ0103  DESIGNATION -  907 5065 RIVER USE
 QJ0103  PID         -  QJ0103
 QJ0103  STATE/COUNTY-  MI/ALPENA
 QJ0103  USGS QUAD   -  ALPENA (1971)
 QJ0103
 QJ0103                         *CURRENT SURVEY CONTROL
 QJ0103  ___________________________________________________________________
 QJ0103* NAD 83(1986)-  45 03 48.     (N)    083 25 48.     (W)     SCALED    
 QJ0103* NAVD 88     -       179.054  (meters)     587.45   (feet)  ADJUSTED  
 QJ0103  ___________________________________________________________________
 QJ0103  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QJ0103  DYNAMIC HT  -         179.042 (meters)     587.41  (feet)  COMP
 QJ0103  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 QJ0103
 QJ0103  VERT ORDER  -  FIRST     CLASS II
 QJ0103
 QJ0103.The horizontal coordinates were scaled from a topographic map and have
 QJ0103.an estimated accuracy of +/- 6 seconds.
 QJ0103
 QJ0103.The orthometric height was determined by differential leveling
 QJ0103.and adjusted by the National Geodetic Survey in June 1991..
 QJ0103
 QJ0103.The geoid height was determined by GEOID03.
 QJ0103
 QJ0103.The dynamic height is computed by dividing the NAVD 88
 QJ0103.geopotential number by the normal gravity value computed on the
 QJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0103.degrees latitude (g = 980.6199 gals.).
 QJ0103
 QJ0103.The modeled gravity was interpolated from observed gravity values.
 QJ0103
 QJ0103;                    North         East    Units  Estimated Accuracy
 QJ0103;SPC MI C     -   194,520.    6,073,760.      MT  (+/- 180 meters Scaled)
 QJ0103
 QJ0103                          SUPERSEDED SURVEY CONTROL
 QJ0103
 QJ0103.No superseded survey control is available for this station.
 QJ0103
 QJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086928(NAD 83)
 QJ0103_MARKER: DD = SURVEY DISK
 QJ0103_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QJ0103_SP_SET: ABUTMENT
 QJ0103_STAMPING: RIVER CBF 1963 USLS
 QJ0103_MARK LOGO: USE   
 QJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0103+STABILITY: SURFACE MOTION
 QJ0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0103+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 QJ0103
 QJ0103  HISTORY     - Date     Condition        Report By
 QJ0103  HISTORY     - 1963     MONUMENTED       USE
 QJ0103  HISTORY     - 1983     GOOD             NGS
 QJ0103  HISTORY     - 19990515 GOOD             USPSQD
 QJ0103  HISTORY     - 20051230 GOOD             USPSQD
 QJ0103
 QJ0103                          STATION DESCRIPTION
 QJ0103
 QJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0103'IN ALPENA.
 QJ0103'IN ALPENA, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH-SOUTHWEST
 QJ0103'ABUTMENT OF THE THUNDER BAY BRIDGE, 0.1 KM (0.05 MI) SOUTH-SOUTHWEST
 QJ0103'ALONG SECOND STREET FROM THE POST OFFICE, 9.05 METERS (29.7 FT)
 QJ0103'SOUTHEAST OF THE CENTERLINE OF SECOND AVENUE, 1.92 METERS (6.3 FT)
 QJ0103'BELOW THE TOP OF THE ABUTMENT, 1.52 METERS (5.0 FT) ABOVE BREAKWALL,
 QJ0103'AND 11.34 METERS (37.2 FT) SOUTHWEST OF A POWERLINE POLE.
 QJ0103'THE MARK IS 0.82 M BELOW SECOND AVENUE.
 QJ0103
 QJ0103                          STATION RECOVERY (1999)
 QJ0103
 QJ0103'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0103'RECOVERED IN GOOD CONDITION.
 QJ0103
 QJ0103                          STATION RECOVERY (2005)
 QJ0103
 QJ0103'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 QJ0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0097 ***********************************************************************
 QJ0097  DESIGNATION -  907 5065 STP USE
 QJ0097  PID         -  QJ0097
 QJ0097  STATE/COUNTY-  MI/ALPENA
 QJ0097  USGS QUAD   -  ALPENA (1971)
 QJ0097
 QJ0097                         *CURRENT SURVEY CONTROL
 QJ0097  ___________________________________________________________________
 QJ0097* NAD 83(1986)-  45 03 39.     (N)    083 25 42.     (W)     SCALED    
 QJ0097* NAVD 88     -       178.837  (meters)     586.73   (feet)  ADJUSTED  
 QJ0097  ___________________________________________________________________
 QJ0097  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0097  DYNAMIC HT  -         178.825 (meters)     586.70  (feet)  COMP
 QJ0097  MODELED GRAV-     980,544.1   (mgal)                       NAVD 88
 QJ0097
 QJ0097  VERT ORDER  -  FIRST     CLASS II
 QJ0097
 QJ0097.The horizontal coordinates were scaled from a topographic map and have
 QJ0097.an estimated accuracy of +/- 6 seconds.
 QJ0097
 QJ0097.The orthometric height was determined by differential leveling
 QJ0097.and adjusted by the National Geodetic Survey in June 1991..
 QJ0097
 QJ0097.The geoid height was determined by GEOID03.
 QJ0097
 QJ0097.The dynamic height is computed by dividing the NAVD 88
 QJ0097.geopotential number by the normal gravity value computed on the
 QJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0097.degrees latitude (g = 980.6199 gals.).
 QJ0097
 QJ0097.The modeled gravity was interpolated from observed gravity values.
 QJ0097
 QJ0097;                    North         East    Units  Estimated Accuracy
 QJ0097;SPC MI C     -   194,240.    6,073,900.      MT  (+/- 180 meters Scaled)
 QJ0097
 QJ0097                          SUPERSEDED SURVEY CONTROL
 QJ0097
 QJ0097.No superseded survey control is available for this station.
 QJ0097
 QJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK088925(NAD 83)
 QJ0097_MARKER: DD = SURVEY DISK
 QJ0097_SETTING: 0 = UNSPECIFIED SETTING
 QJ0097_STAMPING: STP 1972
 QJ0097_MARK LOGO: USE   
 QJ0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0097
 QJ0097  HISTORY     - Date     Condition        Report By
 QJ0097  HISTORY     - 1972     MONUMENTED       USE
 QJ0097  HISTORY     - 1983     GOOD             NGS
 QJ0097  HISTORY     - 19990515 GOOD             USPSQD
 QJ0097
 QJ0097                          STATION DESCRIPTION
 QJ0097
 QJ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0097'IN ALPENA.
 QJ0097'IN ALPENA, AT THE SEWAGE TREATMENT PLANT LOCATED AT THE JUNCTION OF
 QJ0097'HARBOR DRIVE AND WATER STREET AND ON THE SOUTHWEST SIDE OF THUNDER BAY
 QJ0097'RIVER, SET AT THE NORTH CORNER OF A CONCRETE FLOWER PLANTER BOX,
 QJ0097'20.03 METERS (65.7 FT) EAST OF AN ALUMINUM LIGHT POLE, 3.66 METERS
 QJ0097'(12.0 FT) WEST OF THE NORTH CORNER OF SEWAGE TREATMENT PLANT,
 QJ0097'2.56 METERS (8.4 FT) FROM THE EAST FACE OF BUILDING, 1.19 METERS
 QJ0097'(3.9 FT) NORTHEAST OF EDGE OF SIDEWALK TO THE ENTRANCE OF THE PLANT,
 QJ0097'AND 0.12 METER (0.4 FT) SOUTH OF NORTH CORNER OF THE FLOWER PLANTER
 QJ0097'BOX.
 QJ0097'THE MARK IS 0.52 M ABOVE GROUND.
 QJ0097
 QJ0097                          STATION RECOVERY (1999)
 QJ0097
 QJ0097'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0144 ***********************************************************************
 QJ0144  DESIGNATION -  907 5069 BAY USLS
 QJ0144  PID         -  QJ0144
 QJ0144  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0144  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0144
 QJ0144                         *CURRENT SURVEY CONTROL
 QJ0144  ___________________________________________________________________
 QJ0144* NAD 83(1986)-  45 20 34.     (N)    083 29 00.     (W)     SCALED    
 QJ0144* NAVD 88     -       177.951  (meters)     583.83   (feet)  ADJUSTED  
 QJ0144  ___________________________________________________________________
 QJ0144  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0144  DYNAMIC HT  -         177.942 (meters)     583.80  (feet)  COMP
 QJ0144  MODELED GRAV-     980,563.0   (mgal)                       NAVD 88
 QJ0144
 QJ0144  VERT ORDER  -  FIRST     CLASS II
 QJ0144
 QJ0144.The horizontal coordinates were scaled from a topographic map and have
 QJ0144.an estimated accuracy of +/- 6 seconds.
 QJ0144
 QJ0144.The orthometric height was determined by differential leveling
 QJ0144.and adjusted by the National Geodetic Survey in June 1991..
 QJ0144
 QJ0144.The geoid height was determined by GEOID03.
 QJ0144
 QJ0144.The dynamic height is computed by dividing the NAVD 88
 QJ0144.geopotential number by the normal gravity value computed on the
 QJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0144.degrees latitude (g = 980.6199 gals.).
 QJ0144
 QJ0144.The modeled gravity was interpolated from observed gravity values.
 QJ0144
 QJ0144;                    North         East    Units  Estimated Accuracy
 QJ0144;SPC MI C     -   225,520.    6,069,230.      MT  (+/- 180 meters Scaled)
 QJ0144
 QJ0144                          SUPERSEDED SURVEY CONTROL
 QJ0144
 QJ0144.No superseded survey control is available for this station.
 QJ0144
 QJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL054240(NAD 83)
 QJ0144_MARKER: I = METAL ROD
 QJ0144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0144+WITH SETTING: INFORMATION.
 QJ0144_SP_SET: SHALLOW SET METAL ROD
 QJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0144+STABILITY: SURFACE MOTION
 QJ0144
 QJ0144  HISTORY     - Date     Condition        Report By
 QJ0144  HISTORY     - 1950     MONUMENTED       USLS
 QJ0144  HISTORY     - 1983     GOOD             NGS
 QJ0144
 QJ0144                          STATION DESCRIPTION
 QJ0144
 QJ0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0144'32.75 KM (20.35 MI) SE FROM ROGERS CITY.
 QJ0144'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0144'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0144'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0144'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM
 QJ0144'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0144'0.2 KM (0.1 MI) EAST ALONG THE EXIT ROAD LEADING TO THE OLD LIGHTHOUSE
 QJ0144'TOWER, ALSO 0.4 KM (0.25 MI) WEST ALONG THE EXIT ROAD FROM THE PRESQUE
 QJ0144'LIGHT HOUSE, 7.25 METERS (23.8 FT) SOUTH OF TRIANGULAR BLAZE IN A
 QJ0144'0.42 METER (1.4 FT) SPRUCE TREE, 6.25 METERS (21.4 FT) WEST OF A
 QJ0144'TRIANGULAR BLAZE IN 0.30 METER (1.0 FT) SPRUCE TREE, 28.95 METERS
 QJ0144'(95.0 FT) SOUTHWEST OF A WOODEN GATE, 27.43 METERS (90.0 FT)
 QJ0144'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 10.97 METERS
 QJ0144'(36.0 FT) WEST OF THE CENTER OF THE OLD TURN AROUND ROAD, 26.36 METERS
 QJ0144'(86.5 FT) EAST OF A POWERLINE POLE NUMBERED GLI-35-12 N, AND
 QJ0144'6.37 METERS (20.9 FT) EAST OF A TRIPLE-TRUNKED CEDAR TREE.  ROD IS
 QJ0144'FLUSH WITH THE GROUND.
 QJ0144'THE MARK IS 0.42 METERS  S FROM A WITNESS POST.
 QJ0144'THE MARK IS 0.18 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0145 ***********************************************************************
 QJ0145  DESIGNATION -  907 5069 DRIVE
 QJ0145  PID         -  QJ0145
 QJ0145  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0145  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0145
 QJ0145                         *CURRENT SURVEY CONTROL
 QJ0145  ___________________________________________________________________
 QJ0145* NAD 83(1986)-  45 20 34.     (N)    083 28 52.     (W)     SCALED    
 QJ0145* NAVD 88     -       177.419  (meters)     582.08   (feet)  ADJUSTED  
 QJ0145  ___________________________________________________________________
 QJ0145  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0145  DYNAMIC HT  -         177.410 (meters)     582.05  (feet)  COMP
 QJ0145  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 QJ0145
 QJ0145  VERT ORDER  -  FIRST     CLASS II
 QJ0145
 QJ0145.The horizontal coordinates were scaled from a topographic map and have
 QJ0145.an estimated accuracy of +/- 6 seconds.
 QJ0145
 QJ0145.The orthometric height was determined by differential leveling
 QJ0145.and adjusted by the National Geodetic Survey in June 1991..
 QJ0145
 QJ0145.The geoid height was determined by GEOID03.
 QJ0145
 QJ0145.The dynamic height is computed by dividing the NAVD 88
 QJ0145.geopotential number by the normal gravity value computed on the
 QJ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0145.degrees latitude (g = 980.6199 gals.).
 QJ0145
 QJ0145.The modeled gravity was interpolated from observed gravity values.
 QJ0145
 QJ0145;                    North         East    Units  Estimated Accuracy
 QJ0145;SPC MI C     -   225,520.    6,069,400.      MT  (+/- 180 meters Scaled)
 QJ0145
 QJ0145                          SUPERSEDED SURVEY CONTROL
 QJ0145
 QJ0145.No superseded survey control is available for this station.
 QJ0145
 QJ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL056240(NAD 83)
 QJ0145_MARKER: I = METAL ROD
 QJ0145_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0145+WITH SETTING: INFORMATION.
 QJ0145_SP_SET: SHALLOW SET METAL ROD
 QJ0145_PROJECTION: FLUSH
 QJ0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0145_ROD/PIPE-DEPTH: 2.43 meters
 QJ0145
 QJ0145  HISTORY     - Date     Condition        Report By
 QJ0145  HISTORY     - 1975     MONUMENTED       NOS
 QJ0145  HISTORY     - 1983     GOOD             NGS
 QJ0145
 QJ0145                          STATION DESCRIPTION
 QJ0145
 QJ0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0145'32.9 KM (20.45 MI) SE FROM ROGERS CITY.
 QJ0145'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0145'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0145'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0145'ALONG HIGHLAND PINE ROAD AND COUNTY EAST HIGHWAY 638, THENCE 1.3 KM
 QJ0145'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0145'0.3 KM (0.2 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0145'OLD LIGHTHOUSE TOWER, 0.25 KM (0.15 MI) WEST ALONG EXIT ROAD FROM THE
 QJ0145'LIGHTHOUSE, 1.82 METERS (6.0 FT) NORTH OF THE CENTER OF THE ROAD, AND
 QJ0145'1.21 METERS (4.0 FT) SOUTHEAST OF THE TRIANGLAR BLAZE IN A TWELVE INCH
 QJ0145'CEDER TREE.  NOTE, THE USLS DESCRIPTION CALLED IT A 5/8-INCH COPPER
 QJ0145'COATED STEEL ROD, BUT IT IS A 7/8-INCH IRON ROD.
 QJ0145'THE MARK IS 0.48 METERS  S FROM A WITNESS POST.
 QJ0145'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0148 ***********************************************************************
 QJ0148  DESIGNATION -  907 5069 PI 2 USLS
 QJ0148  PID         -  QJ0148
 QJ0148  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0148  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0148
 QJ0148                         *CURRENT SURVEY CONTROL
 QJ0148  ___________________________________________________________________
 QJ0148* NAD 83(1986)-  45 20 32.     (N)    083 28 41.     (W)     SCALED    
 QJ0148* NAVD 88     -       179.952  (meters)     590.39   (feet)  ADJUSTED  
 QJ0148  ___________________________________________________________________
 QJ0148  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0148  DYNAMIC HT  -         179.943 (meters)     590.36  (feet)  COMP
 QJ0148  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 QJ0148  OBS GRAVITY -     980,563.2   (mgal)                       GRAV_OBS
 QJ0148
 QJ0148  VERT ORDER  -  FIRST     CLASS II
 QJ0148
 QJ0148.The horizontal coordinates were scaled from a topographic map and have
 QJ0148.an estimated accuracy of +/- 6 seconds.
 QJ0148
 QJ0148.The orthometric height was determined by differential leveling
 QJ0148.and adjusted by the National Geodetic Survey in June 1991..
 QJ0148
 QJ0148.The geoid height was determined by GEOID03.
 QJ0148
 QJ0148.The dynamic height is computed by dividing the NAVD 88
 QJ0148.geopotential number by the normal gravity value computed on the
 QJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0148.degrees latitude (g = 980.6199 gals.).
 QJ0148
 QJ0148.The modeled gravity was interpolated from observed gravity values.
 QJ0148.The observed gravity was obtained from relative gravimeter ties
 QJ0148.to the IGSN71 gravity network.
 QJ0148
 QJ0148;                    North         East    Units  Estimated Accuracy
 QJ0148;SPC MI C     -   225,460.    6,069,640.      MT  (+/- 180 meters Scaled)
 QJ0148
 QJ0148                          SUPERSEDED SURVEY CONTROL
 QJ0148
 QJ0148.No superseded survey control is available for this station.
 QJ0148
 QJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL058239(NAD 83)
 QJ0148_MARKER: DD = SURVEY DISK
 QJ0148_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0148_SP_SET: LIGHTHOUSE WALL
 QJ0148_STAMPING: PI 2 1938
 QJ0148_MARK LOGO: USLS  
 QJ0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0148
 QJ0148  HISTORY     - Date     Condition        Report By
 QJ0148  HISTORY     - 1938     MONUMENTED       USLS
 QJ0148  HISTORY     - 1983     GOOD             NGS
 QJ0148  HISTORY     - 19971011 GOOD             USPSQD
 QJ0148  HISTORY     - 19990816 GOOD             USPSQD
 QJ0148
 QJ0148                          STATION DESCRIPTION
 QJ0148
 QJ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0148'33.2 KM (20.60 MI) SE FROM ROGERS CITY.
 QJ0148'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0148'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0148'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, 6.8 KM (4.2 MI) EAST ALONG
 QJ0148'HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM (0.8 MI)
 QJ0148'NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE 0.55 KM
 QJ0148'(0.35 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE OLD
 QJ0148'LIGHTHOUSE, SET VERTICAL IN THE SOUTHWEST FACE OF THE OLD LIGHTHOUSE
 QJ0148'TOWER, AND 1.92 METERS (6.3 FT) FROM THE SOUTH SIDE OF THE DOORWAY TO
 QJ0148'THE LIGHTHOUSE.
 QJ0148'THE MARK IS 0.76 M ABOVE GROUND.
 QJ0148
 QJ0148                          STATION RECOVERY (1997)
 QJ0148
 QJ0148'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0148'RECOVERED IN GOOD CONDITION.
 QJ0148
 QJ0148                          STATION RECOVERY (1999)
 QJ0148
 QJ0148'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0149 ***********************************************************************
 QJ0149  DESIGNATION -  907 5069 PRESQUE ISLE
 QJ0149  PID         -  QJ0149
 QJ0149  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0149  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0149
 QJ0149                         *CURRENT SURVEY CONTROL
 QJ0149  ___________________________________________________________________
 QJ0149* NAD 83(1986)-  45 20 32.     (N)    083 28 41.     (W)     SCALED    
 QJ0149* NAVD 88     -       179.367  (meters)     588.47   (feet)  ADJUSTED  
 QJ0149  ___________________________________________________________________
 QJ0149  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0149  DYNAMIC HT  -         179.358 (meters)     588.44  (feet)  COMP
 QJ0149  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 QJ0149
 QJ0149  VERT ORDER  -  FIRST     CLASS II
 QJ0149
 QJ0149.The horizontal coordinates were scaled from a topographic map and have
 QJ0149.an estimated accuracy of +/- 6 seconds.
 QJ0149
 QJ0149.The orthometric height was determined by differential leveling
 QJ0149.and adjusted by the National Geodetic Survey in June 1991..
 QJ0149
 QJ0149.The geoid height was determined by GEOID03.
 QJ0149
 QJ0149.The dynamic height is computed by dividing the NAVD 88
 QJ0149.geopotential number by the normal gravity value computed on the
 QJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0149.degrees latitude (g = 980.6199 gals.).
 QJ0149
 QJ0149.The modeled gravity was interpolated from observed gravity values.
 QJ0149
 QJ0149;                    North         East    Units  Estimated Accuracy
 QJ0149;SPC MI C     -   225,460.    6,069,640.      MT  (+/- 180 meters Scaled)
 QJ0149
 QJ0149                          SUPERSEDED SURVEY CONTROL
 QJ0149
 QJ0149.No superseded survey control is available for this station.
 QJ0149
 QJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL058239(NAD 83)
 QJ0149_MARKER: Q = CHISELED SQUARE
 QJ0149_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0149_SP_SET: DOOR SILL
 QJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0149+STABILITY: SURFACE MOTION
 QJ0149
 QJ0149  HISTORY     - Date     Condition        Report By
 QJ0149  HISTORY     - 1858     MONUMENTED       USLS
 QJ0149  HISTORY     - 1983     GOOD             NGS
 QJ0149  HISTORY     - 19971011 POOR             USPSQD
 QJ0149  HISTORY     - 19990816 POOR             USPSQD
 QJ0149
 QJ0149                          STATION DESCRIPTION
 QJ0149
 QJ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0149'33.2 KM (20.60 MI) SE FROM ROGERS CITY.
 QJ0149'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0149'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0149'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0149'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM
 QJ0149'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0149'0.55 KM (0.35 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0149'OLD LIGHTHOUSE TOWER, A 2.35-CENTIMETER (2.5-INCH) CHISELED SQUARE ON
 QJ0149'THE DOOR SILL OF THE DOORWAY ON THE WEST SIDE OF THE OLD LIGHTHOUSE
 QJ0149'TOWER, 0.18 METER (0.6 FT) FROM THE WEST EDGE OF THE SILL, AND
 QJ0149'0.24 METER (0.8 FT) FROM THE SOUTH END.
 QJ0149'THE MARK IS 0.12 M ABOVE GROUND.
 QJ0149
 QJ0149                          STATION RECOVERY (1997)
 QJ0149
 QJ0149'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0149'MARK RECOVERED IN POOR CONDITION.
 QJ0149
 QJ0149                          STATION RECOVERY (1999)
 QJ0149
 QJ0149'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0149'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0146 ***********************************************************************
 QJ0146  DESIGNATION -  907 5069 TRAIL USLS
 QJ0146  PID         -  QJ0146
 QJ0146  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0146  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0146
 QJ0146                         *CURRENT SURVEY CONTROL
 QJ0146  ___________________________________________________________________
 QJ0146* NAD 83(1986)-  45 20 32.     (N)    083 28 48.     (W)     SCALED    
 QJ0146* NAVD 88     -       177.977  (meters)     583.91   (feet)  ADJUSTED  
 QJ0146  ___________________________________________________________________
 QJ0146  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0146  DYNAMIC HT  -         177.968 (meters)     583.88  (feet)  COMP
 QJ0146  MODELED GRAV-     980,563.1   (mgal)                       NAVD 88
 QJ0146
 QJ0146  VERT ORDER  -  FIRST     CLASS II
 QJ0146
 QJ0146.The horizontal coordinates were scaled from a topographic map and have
 QJ0146.an estimated accuracy of +/- 6 seconds.
 QJ0146
 QJ0146.The orthometric height was determined by differential leveling
 QJ0146.and adjusted by the National Geodetic Survey in June 1991..
 QJ0146
 QJ0146.The geoid height was determined by GEOID03.
 QJ0146
 QJ0146.The dynamic height is computed by dividing the NAVD 88
 QJ0146.geopotential number by the normal gravity value computed on the
 QJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0146.degrees latitude (g = 980.6199 gals.).
 QJ0146
 QJ0146.The modeled gravity was interpolated from observed gravity values.
 QJ0146
 QJ0146;                    North         East    Units  Estimated Accuracy
 QJ0146;SPC MI C     -   225,460.    6,069,490.      MT  (+/- 180 meters Scaled)
 QJ0146
 QJ0146                          SUPERSEDED SURVEY CONTROL
 QJ0146
 QJ0146.No superseded survey control is available for this station.
 QJ0146
 QJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL057239(NAD 83)
 QJ0146_MARKER: I = METAL ROD
 QJ0146_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0146+WITH SETTING: INFORMATION.
 QJ0146_SP_SET: SHALLOW SET METAL ROD
 QJ0146_PROJECTION: FLUSH
 QJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0146+STABILITY: SURFACE MOTION
 QJ0146_ROD/PIPE-DEPTH: 2.43 meters
 QJ0146
 QJ0146  HISTORY     - Date     Condition        Report By
 QJ0146  HISTORY     - 1950     MONUMENTED       USLS
 QJ0146  HISTORY     - 1983     GOOD             NGS
 QJ0146
 QJ0146                          STATION DESCRIPTION
 QJ0146
 QJ0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0146'33.0 KM (20.50 MI) SW FROM ROGERS CITY.
 QJ0146'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0146'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0146'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0146'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.30 KM
 QJ0146'(0.80 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0146'0.4 KM (0.25 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0146'OLD LIGHTHOUSE, ALSO ABOUT 0.2 KM (0.1 MI) WEST OF THE LIGHTHOUSE, A
 QJ0146'0.36-METER (1.4-INCH) IRON ROD, 23.33 METERS (76.2 FT) NORTH OF A
 QJ0146'POWERLINE POLE NUMBERED G-5, 10.82 METERS (35.5 FT) SOUTHEAST OF A
 QJ0146'TRIANGULAR BLAZE IN A 0.30-METER (1.0-FT) DIAMETER SPRUCE TREE,
 QJ0146'0.48 METER (1.6 FT) NORTHWEST OF A TRIANGULAR BLAZE IN A 0.18-METER
 QJ0146'(0.6-FT) DIAMETER CEDER TREE, AND 0.49 METER (1.5 FT) NORTHEAST OF A
 QJ0146'TRIANGULAR BLAZE IN A 0.2-METER (0.8-FT) DIAMETER WHITE PINE TREE.
 QJ0146'THE MARK IS 1.31 METERS  ENE FROM A WITNESS POST.
 QJ0146'THE MARK IS 0.18 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0176 ***********************************************************************
 QJ0176  DESIGNATION -  907 5073 LAUNDRY USE
 QJ0176  PID         -  QJ0176
 QJ0176  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0176  USGS QUAD   -  ROGERS CITY (1971)
 QJ0176
 QJ0176                         *CURRENT SURVEY CONTROL
 QJ0176  ___________________________________________________________________
 QJ0176* NAD 83(1986)-  45 25 17.     (N)    083 48 56.     (W)     SCALED    
 QJ0176* NAVD 88     -       183.632  (meters)     602.47   (feet)  ADJUSTED  
 QJ0176  ___________________________________________________________________
 QJ0176  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0176  DYNAMIC HT  -         183.623 (meters)     602.44  (feet)  COMP
 QJ0176  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 QJ0176
 QJ0176  VERT ORDER  -  FIRST     CLASS II
 QJ0176
 QJ0176.The horizontal coordinates were scaled from a topographic map and have
 QJ0176.an estimated accuracy of +/- 6 seconds.
 QJ0176
 QJ0176.The orthometric height was determined by differential leveling
 QJ0176.and adjusted by the National Geodetic Survey in June 1991..
 QJ0176
 QJ0176.The geoid height was determined by GEOID03.
 QJ0176
 QJ0176.The dynamic height is computed by dividing the NAVD 88
 QJ0176.geopotential number by the normal gravity value computed on the
 QJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0176.degrees latitude (g = 980.6199 gals.).
 QJ0176
 QJ0176.The modeled gravity was interpolated from observed gravity values.
 QJ0176
 QJ0176;                    North         East    Units  Estimated Accuracy
 QJ0176;SPC MI C     -   234,030.    6,043,130.      MT  (+/- 180 meters Scaled)
 QJ0176
 QJ0176                          SUPERSEDED SURVEY CONTROL
 QJ0176
 QJ0176.No superseded survey control is available for this station.
 QJ0176
 QJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL797336(NAD 83)
 QJ0176_MARKER: DD = SURVEY DISK
 QJ0176_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0176_SP_SET: FOUNDATION WALL
 QJ0176_STAMPING: BM LAUNDRY 1963
 QJ0176_MARK LOGO: USE   
 QJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0176+STABILITY: SURFACE MOTION
 QJ0176
 QJ0176  HISTORY     - Date     Condition        Report By
 QJ0176  HISTORY     - 1963     MONUMENTED       USE
 QJ0176  HISTORY     - 1983     GOOD             NGS
 QJ0176  HISTORY     - 20010331 GOOD             NGS
 QJ0176  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QJ0176
 QJ0176                          STATION DESCRIPTION
 QJ0176
 QJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0176'IN ROGERS CITY.
 QJ0176'IN ROGERS CITY AT THE NORTHEAST CORNER OF MICHIGAN AVENUE AND SECOND
 QJ0176'STREET, AT THE SOUTHEAST CORNER OF A BLUE BRICK BUILDING, IS ABOUT
 QJ0176'1.15 METERS (3.8 FT) ABOVE THE GROUND, 18.98 METERS (62.3 FT)
 QJ0176'NORTHEAST OF A FLAGPOLE IN THE CENTER OF AN ISLAND IN THE CENTER OF
 QJ0176'MICHIGAN AVENUE, IN LINE WITH THE NORTHEAST SIDE OF THE BLUE BRICK
 QJ0176'BUILDING, AND 1.06 METERS (3.5 FT) NORTHEAST OF THE SOUTHEAST CORNER
 QJ0176'OF THE BLUE BRICK BUILDING.
 QJ0176
 QJ0176                          STATION RECOVERY (2001)
 QJ0176
 QJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0176
 QJ0176                          STATION RECOVERY (2004)
 QJ0176
 QJ0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0176'BLUE BRICK BUILDING IS NOW PAINTED GOLD, BUT NO EVIDENCE OF THE MARKER
 QJ0176'COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0179 ***********************************************************************
 QJ0179  DESIGNATION -  907 5073 MONUMENT USLS
 QJ0179  PID         -  QJ0179
 QJ0179  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0179  USGS QUAD   -  ROGERS CITY (1971)
 QJ0179
 QJ0179                         *CURRENT SURVEY CONTROL
 QJ0179  ___________________________________________________________________
 QJ0179* NAD 83(1986)-  45 25 19.     (N)    083 48 50.     (W)     SCALED    
 QJ0179* NAVD 88     -       178.632  (meters)     586.06   (feet)  ADJUSTED  
 QJ0179  ___________________________________________________________________
 QJ0179  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0179  DYNAMIC HT  -         178.622 (meters)     586.03  (feet)  COMP
 QJ0179  MODELED GRAV-     980,561.7   (mgal)                       NAVD 88
 QJ0179
 QJ0179  VERT ORDER  -  FIRST     CLASS II
 QJ0179
 QJ0179.The horizontal coordinates were scaled from a topographic map and have
 QJ0179.an estimated accuracy of +/- 6 seconds.
 QJ0179
 QJ0179.The orthometric height was determined by differential leveling
 QJ0179.and adjusted by the National Geodetic Survey in June 1991..
 QJ0179
 QJ0179.The geoid height was determined by GEOID03.
 QJ0179
 QJ0179.The dynamic height is computed by dividing the NAVD 88
 QJ0179.geopotential number by the normal gravity value computed on the
 QJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0179.degrees latitude (g = 980.6199 gals.).
 QJ0179
 QJ0179.The modeled gravity was interpolated from observed gravity values.
 QJ0179
 QJ0179;                    North         East    Units  Estimated Accuracy
 QJ0179;SPC MI C     -   234,090.    6,043,260.      MT  (+/- 180 meters Scaled)
 QJ0179
 QJ0179                          SUPERSEDED SURVEY CONTROL
 QJ0179
 QJ0179.No superseded survey control is available for this station.
 QJ0179
 QJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL798336(NAD 83)
 QJ0179_MARKER: I = METAL ROD
 QJ0179_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0179+WITH SETTING: INFORMATION.
 QJ0179_SP_SET: SHALLOW SET METAL ROD
 QJ0179_PROJECTION: FLUSH
 QJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0179+STABILITY: SURFACE MOTION
 QJ0179_ROD/PIPE-DEPTH: 1.82 meters
 QJ0179
 QJ0179  HISTORY     - Date     Condition        Report By
 QJ0179  HISTORY     - 1963     MONUMENTED       USLS
 QJ0179  HISTORY     - 1983     GOOD             NGS
 QJ0179  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QJ0179  HISTORY     - 20040808 GOOD             USPSQD
 QJ0179
 QJ0179                          STATION DESCRIPTION
 QJ0179
 QJ0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0179'IN ROGERS CITY.
 QJ0179'IN ROGERS CITY LOCATED AT THE NORTHEAST END OF MICHIGAN AVENUE, IN THE
 QJ0179'LAWN AT THE SOUTHWEST EDGE OF LAKESIDE PARK, SET 0.3 METER (1.0 FT)
 QJ0179'WEST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A STONE MONUMENT,
 QJ0179'IS 0.12 METER (0.4 FT) BELOW GROUND LEVEL, AND 17.67 METERS (58.0 FT)
 QJ0179'NORTHEAST OF THE CENTER OF LAKE STREET.
 QJ0179'THE MARK IS 0.6 M BELOW LAKE STREET.
 QJ0179
 QJ0179                          STATION RECOVERY (2001)
 QJ0179
 QJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0179'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0179
 QJ0179                          STATION RECOVERY (2004)
 QJ0179
 QJ0179'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0177 ***********************************************************************
 QJ0177  DESIGNATION -  907 5073 ROGERS USE
 QJ0177  PID         -  QJ0177
 QJ0177  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0177  USGS QUAD   -  ROGERS CITY (1971)
 QJ0177
 QJ0177                         *CURRENT SURVEY CONTROL
 QJ0177  ___________________________________________________________________
 QJ0177* NAD 83(1986)-  45 25 13.     (N)    083 48 59.     (W)     SCALED    
 QJ0177* NAVD 88     -       185.242  (meters)     607.75   (feet)  ADJUSTED  
 QJ0177  ___________________________________________________________________
 QJ0177  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0177  DYNAMIC HT  -         185.232 (meters)     607.72  (feet)  COMP
 QJ0177  MODELED GRAV-     980,561.3   (mgal)                       NAVD 88
 QJ0177
 QJ0177  VERT ORDER  -  FIRST     CLASS II
 QJ0177
 QJ0177.The horizontal coordinates were scaled from a topographic map and have
 QJ0177.an estimated accuracy of +/- 6 seconds.
 QJ0177
 QJ0177.The orthometric height was determined by differential leveling
 QJ0177.and adjusted by the National Geodetic Survey in June 1991..
 QJ0177
 QJ0177.The geoid height was determined by GEOID03.
 QJ0177
 QJ0177.The dynamic height is computed by dividing the NAVD 88
 QJ0177.geopotential number by the normal gravity value computed on the
 QJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0177.degrees latitude (g = 980.6199 gals.).
 QJ0177
 QJ0177.The modeled gravity was interpolated from observed gravity values.
 QJ0177
 QJ0177;                    North         East    Units  Estimated Accuracy
 QJ0177;SPC MI C     -   233,900.    6,043,070.      MT  (+/- 180 meters Scaled)
 QJ0177
 QJ0177                          SUPERSEDED SURVEY CONTROL
 QJ0177
 QJ0177.No superseded survey control is available for this station.
 QJ0177
 QJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL796334(NAD 83)
 QJ0177_MARKER: DD = SURVEY DISK
 QJ0177_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QJ0177_SP_SET: FOUNDATION WALL
 QJ0177_STAMPING: BM ROGERS CBF USLS 1963
 QJ0177_MARK LOGO: USE   
 QJ0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0177
 QJ0177  HISTORY     - Date     Condition        Report By
 QJ0177  HISTORY     - 1963     MONUMENTED       USE
 QJ0177  HISTORY     - 1983     GOOD             NGS
 QJ0177  HISTORY     - 20010331 GOOD             NGS
 QJ0177  HISTORY     - 20040811 GOOD             USPSQD
 QJ0177
 QJ0177                          STATION DESCRIPTION
 QJ0177
 QJ0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0177'IN ROGERS CITY.
 QJ0177'IN ROGERS CITY AT THE SOUTHEAST CORNER OF EAST MICHIGAN AVENUE AND
 QJ0177'THIRD STREET, IS A CORPS OF ENGINEERS DISK SET VERTICALLY IN THE
 QJ0177'NORTHEAST FACE OF THE POST OFFICE BUILDING, IS ABOUT 1.15 METERS
 QJ0177'(3.8 FT) ABOVE THE LEVEL OF THE PARKING LOT ASPHALT, 24.07 METERS
 QJ0177'(79.0 FT) SOUTHEAST OF A FLAGPOLE IN THE CENTER OF AN ISLAND IN THE
 QJ0177'CENTER OF MICHIGAN AVENUE AND IN LINE WITH THE NORTHWEST AND SOUTHWEST
 QJ0177'WALL OF THE POST OFFICE BUILDING, 4.02 METERS (13.2 FT) NORTHWEST OF
 QJ0177'THE NORTHEAST CORNER OF THE LOADING DOCK, AND 0.6 METER (2.0 FT)
 QJ0177'SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING.
 QJ0177
 QJ0177                          STATION RECOVERY (2001)
 QJ0177
 QJ0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0177
 QJ0177                          STATION RECOVERY (2004)
 QJ0177
 QJ0177'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0518 ***********************************************************************
 QK0518  DESIGNATION -  907 5074 CULVERT USLS
 QK0518  PID         -  QK0518
 QK0518  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0518  USGS QUAD   -  ONAWAY (1986)
 QK0518
 QK0518                         *CURRENT SURVEY CONTROL
 QK0518  ___________________________________________________________________
 QK0518* NAD 83(1986)-  45 35 29.     (N)    084 09 59.     (W)     SCALED    
 QK0518* NAVD 88     -       179.201  (meters)     587.93   (feet)  ADJUSTED  
 QK0518  ___________________________________________________________________
 QK0518  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0518  DYNAMIC HT  -         179.196 (meters)     587.91  (feet)  COMP
 QK0518  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QK0518
 QK0518  VERT ORDER  -  FIRST     CLASS II
 QK0518
 QK0518.The horizontal coordinates were scaled from a topographic map and have
 QK0518.an estimated accuracy of +/- 6 seconds.
 QK0518
 QK0518.The orthometric height was determined by differential leveling
 QK0518.and adjusted by the National Geodetic Survey in June 1991..
 QK0518
 QK0518.The geoid height was determined by GEOID03.
 QK0518
 QK0518.The dynamic height is computed by dividing the NAVD 88
 QK0518.geopotential number by the normal gravity value computed on the
 QK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0518.degrees latitude (g = 980.6199 gals.).
 QK0518
 QK0518.The modeled gravity was interpolated from observed gravity values.
 QK0518
 QK0518;                    North         East    Units  Estimated Accuracy
 QK0518;SPC MI C     -   252,790.    6,015,630.      MT  (+/- 180 meters Scaled)
 QK0518
 QK0518                          SUPERSEDED SURVEY CONTROL
 QK0518
 QK0518.No superseded survey control is available for this station.
 QK0518
 QK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR210525(NAD 83)
 QK0518_MARKER: Q = CHISELED SQUARE
 QK0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0518_SP_SET: CULVERT HEADWALL
 QK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0518+STABILITY: SURFACE MOTION
 QK0518
 QK0518  HISTORY     - Date     Condition        Report By
 QK0518  HISTORY     - 1963     MONUMENTED       USLS
 QK0518  HISTORY     - 1983     GOOD             NGS
 QK0518  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0518
 QK0518                          STATION DESCRIPTION
 QK0518
 QK0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0518'27.8 KM (17.3 MI) SE FROM CHEBOYGAN.
 QK0518'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0518'THE POST OFFICE IN CHEBOYGAN, THENCE 27.6 KM (17.15 MI) EAST AND SOUTH
 QK0518'ALONG U.S. HIGHWAY 23, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY 23, IS
 QK0518'A 1-1/2 INCH SQUARE FORMED BY TWO CHISELED LINES ON THE NORTH CORNER
 QK0518'AT THE NORTHWEST END OF THE NORTHEAST HEADWALL, AND 10.36 METERS
 QK0518'(34.0 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 23.
 QK0518'THE MARK IS 0.9 M BELOW HIGHWAY 23.
 QK0518
 QK0518                          STATION RECOVERY (2004)
 QK0518
 QK0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0518'THERE IS NOW A METAL CULVERT INSTEAD OF A CONCRETE ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0519 ***********************************************************************
 QK0519  DESIGNATION -  907 5074 E
 QK0519  PID         -  QK0519
 QK0519  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0519  USGS QUAD   -  ONAWAY (1986)
 QK0519
 QK0519                         *CURRENT SURVEY CONTROL
 QK0519  ___________________________________________________________________
 QK0519* NAD 83(1986)-  45 35 23.     (N)    084 09 54.     (W)     SCALED    
 QK0519* NAVD 88     -       179.476  (meters)     588.83   (feet)  ADJUSTED  
 QK0519  ___________________________________________________________________
 QK0519  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0519  DYNAMIC HT  -         179.471 (meters)     588.81  (feet)  COMP
 QK0519  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QK0519
 QK0519  VERT ORDER  -  FIRST     CLASS II
 QK0519
 QK0519.The horizontal coordinates were scaled from a topographic map and have
 QK0519.an estimated accuracy of +/- 6 seconds.
 QK0519
 QK0519.The orthometric height was determined by differential leveling
 QK0519.and adjusted by the National Geodetic Survey in June 1991..
 QK0519
 QK0519.The geoid height was determined by GEOID03.
 QK0519
 QK0519.The dynamic height is computed by dividing the NAVD 88
 QK0519.geopotential number by the normal gravity value computed on the
 QK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0519.degrees latitude (g = 980.6199 gals.).
 QK0519
 QK0519.The modeled gravity was interpolated from observed gravity values.
 QK0519
 QK0519;                    North         East    Units  Estimated Accuracy
 QK0519;SPC MI C     -   252,610.    6,015,740.      MT  (+/- 180 meters Scaled)
 QK0519
 QK0519                          SUPERSEDED SURVEY CONTROL
 QK0519
 QK0519.No superseded survey control is available for this station.
 QK0519
 QK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR211523(NAD 83)
 QK0519_MARKER: I = METAL ROD
 QK0519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0519_SP_SET: STAINLESS STEEL ROD
 QK0519_MARK LOGO: NOS   
 QK0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0519
 QK0519  HISTORY     - Date     Condition        Report By
 QK0519  HISTORY     - 1983     MONUMENTED       NOS
 QK0519  HISTORY     - 1983     GOOD             NGS
 QK0519  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0519
 QK0519                          STATION DESCRIPTION
 QK0519
 QK0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0519'24.1 KM (15.0 MI) SE FROM CHEBOYGAN.
 QK0519'ABOUT 24.1 KM (15.0 MI) SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE
 QK0519'JUNCTION OF STATE HIGHWAY 27 IN CHEBOYGAN, AT A POINT ABOUT 0.1 KM
 QK0519'(0.05 MI) NORTHWEST OF THE NORTH ENTRANCE TO THE HURON DUNES ROADSIDE
 QK0519'PARK, 12.19 METERS (40.0 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY
 QK0519'23, 134.11 METERS (440.0 FT) SOUTHEAST OF THE BENCH MARK CULVERT,
 QK0519'5.30 METERS (17.4 FT) SOUTHEAST OF A DOUBLE TRUNK NORTHERN WHITE PINE
 QK0519'TREE, AND 0.60 METER (2.0 FT) NORTH OF A 0.3-METER (1.0-FT) TALL
 QK0519'BALSAM PINE TREE.  ROD IS FLUSH WITH THE GROUND.  ROD DEPTH (REPORTED
 QK0519'IN 1983 BY NOS) IS 12 FT.
 QK0519'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 QK0519'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QK0519
 QK0519                          STATION RECOVERY (2004)
 QK0519
 QK0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0520 ***********************************************************************
 QK0520  DESIGNATION -  907 5074 SPA USLS
 QK0520  PID         -  QK0520
 QK0520  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0520  USGS QUAD   -  ONAWAY (1986)
 QK0520
 QK0520                         *CURRENT SURVEY CONTROL
 QK0520  ___________________________________________________________________
 QK0520* NAD 83(1986)-  45 35 24.     (N)    084 09 50.     (W)     SCALED    
 QK0520* NAVD 88     -       179.354  (meters)     588.43   (feet)  ADJUSTED  
 QK0520  ___________________________________________________________________
 QK0520  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0520  DYNAMIC HT  -         179.349 (meters)     588.41  (feet)  COMP
 QK0520  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QK0520
 QK0520  VERT ORDER  -  FIRST     CLASS II
 QK0520
 QK0520.The horizontal coordinates were scaled from a topographic map and have
 QK0520.an estimated accuracy of +/- 6 seconds.
 QK0520
 QK0520.The orthometric height was determined by differential leveling
 QK0520.and adjusted by the National Geodetic Survey in June 1991..
 QK0520
 QK0520.The geoid height was determined by GEOID03.
 QK0520
 QK0520.The dynamic height is computed by dividing the NAVD 88
 QK0520.geopotential number by the normal gravity value computed on the
 QK0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0520.degrees latitude (g = 980.6199 gals.).
 QK0520
 QK0520.The modeled gravity was interpolated from observed gravity values.
 QK0520
 QK0520;                    North         East    Units  Estimated Accuracy
 QK0520;SPC MI C     -   252,640.    6,015,820.      MT  (+/- 180 meters Scaled)
 QK0520
 QK0520                          SUPERSEDED SURVEY CONTROL
 QK0520
 QK0520.No superseded survey control is available for this station.
 QK0520
 QK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR212524(NAD 83)
 QK0520_MARKER: I = METAL ROD
 QK0520_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0520+WITH SETTING: INFORMATION.
 QK0520_SP_SET: SHALLOW SET METAL ROD
 QK0520_PROJECTION: RECESSED 15 CENTIMETERS
 QK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0520+STABILITY: SURFACE MOTION
 QK0520_ROD/PIPE-DEPTH: 2.43 meters
 QK0520
 QK0520  HISTORY     - Date     Condition        Report By
 QK0520  HISTORY     - 1963     MONUMENTED       USLS
 QK0520  HISTORY     - 1983     GOOD             NGS
 QK0520  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0520
 QK0520                          STATION DESCRIPTION
 QK0520
 QK0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0520'28.2 KM (17.55 MI) SE FROM CHEBOYGAN.
 QK0520'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0520'THE POST OFFICE IN CHEBOYGAN, THENCE 27.8 KM (17.3 MI) EAST AND SOUTH
 QK0520'ALONG U.S. HIGHWAY 23, AT THE HURON DUNES ROADSIDE PARK, IT IS THE TOP
 QK0520'OF A 5/8-INCH COPPER CLAD STEEL ROD, 0.3 METER (1.0 FT) NORTH OF THE
 QK0520'NORTH CORNER IN LINE WITH THE EAST EDGE OF A CONCRETE FLOOR OF A
 QK0520'DRINKING FOUNTAIN SHELTER.
 QK0520
 QK0520                          STATION RECOVERY (2004)
 QK0520
 QK0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0520'THE WATER PUMP HAS BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0516 ***********************************************************************
 QK0516  DESIGNATION -  907 5074 TANK USLS
 QK0516  PID         -  QK0516
 QK0516  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0516  USGS QUAD   -  ONAWAY (1986)
 QK0516
 QK0516                         *CURRENT SURVEY CONTROL
 QK0516  ___________________________________________________________________
 QK0516* NAD 83(1986)-  45 35 23.     (N)    084 09 44.     (W)     SCALED    
 QK0516* NAVD 88     -       178.431  (meters)     585.40   (feet)  ADJUSTED  
 QK0516  ___________________________________________________________________
 QK0516  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0516  DYNAMIC HT  -         178.426 (meters)     585.39  (feet)  COMP
 QK0516  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QK0516
 QK0516  VERT ORDER  -  FIRST     CLASS II
 QK0516
 QK0516.The horizontal coordinates were scaled from a topographic map and have
 QK0516.an estimated accuracy of +/- 6 seconds.
 QK0516
 QK0516.The orthometric height was determined by differential leveling
 QK0516.and adjusted by the National Geodetic Survey in June 1991..
 QK0516
 QK0516.The geoid height was determined by GEOID03.
 QK0516
 QK0516.The dynamic height is computed by dividing the NAVD 88
 QK0516.geopotential number by the normal gravity value computed on the
 QK0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0516.degrees latitude (g = 980.6199 gals.).
 QK0516
 QK0516.The modeled gravity was interpolated from observed gravity values.
 QK0516
 QK0516;                    North         East    Units  Estimated Accuracy
 QK0516;SPC MI C     -   252,610.    6,015,950.      MT  (+/- 180 meters Scaled)
 QK0516
 QK0516                          SUPERSEDED SURVEY CONTROL
 QK0516
 QK0516.No superseded survey control is available for this station.
 QK0516
 QK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR213523(NAD 83)
 QK0516_MARKER: Q = CHISELED SQUARE
 QK0516_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0516+WITH SETTING: PAVEMENT
 QK0516_SP_SET: BASE OF TANK
 QK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0516+STABILITY: SURFACE MOTION
 QK0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0516+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 QK0516
 QK0516  HISTORY     - Date     Condition        Report By
 QK0516  HISTORY     - 1969     MONUMENTED       USLS
 QK0516  HISTORY     - 1983     GOOD             NGS
 QK0516  HISTORY     - 20040813 GOOD             USPSQD
 QK0516
 QK0516                          STATION DESCRIPTION
 QK0516
 QK0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0516'28.7 KM (17.85 MI) SE FROM CHEBOYGAN.
 QK0516'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0516'THE POST OFFICE IN CHEBOYGAN, THENCE 28.1 KM (17.45 MI) EAST AND SOUTH
 QK0516'ALONG U.S. HIGHWAY 23, THENCE 0.2 KM (0.15 MI) NORTHEAST ALONG A
 QK0516'GRAVEL ROAD AT THE HAMMOND BAY HARBOR AND OFFICE, IS A 1-1/2 INCH
 QK0516'SQUARE CUT IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE OF
 QK0516'THE STORAGE TANK, 22.15 METERS (72.7 FT) NORTHEAST OF A UTILITY POLE
 QK0516'NUMBERED CN2 63 275 R WITH A TRANSFORMER ATTACHED, 21.12 METERS
 QK0516'(69.3 FT) EAST OF THE SOUTHEAST CORNER OF A CONCRETE BASE FOR A RADIO
 QK0516'MAST, AND 10.66 METERS (35.0 FT) NORTH OF THE NORTHEAST OF A CORNER
 QK0516'FENCE POST OF THE NORTHEAST CORNER OF THE PARK OFFICE AND REST ROOMS.
 QK0516'THE MARK IS ABOVE LEVEL WITH FLOOR OF PARK OFFICE.
 QK0516
 QK0516                          STATION RECOVERY (2004)
 QK0516
 QK0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0515 ***********************************************************************
 QK0515  DESIGNATION -  907 5074 TREES USLS
 QK0515  PID         -  QK0515
 QK0515  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0515  USGS QUAD   -  ONAWAY (1986)
 QK0515
 QK0515                         *CURRENT SURVEY CONTROL
 QK0515  ___________________________________________________________________
 QK0515* NAD 83(1986)-  45 35 24.     (N)    084 09 46.     (W)     SCALED    
 QK0515* NAVD 88     -       177.443  (meters)     582.16   (feet)  ADJUSTED  
 QK0515  ___________________________________________________________________
 QK0515  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0515  DYNAMIC HT  -         177.438 (meters)     582.14  (feet)  COMP
 QK0515  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QK0515
 QK0515  VERT ORDER  -  FIRST     CLASS II
 QK0515
 QK0515.The horizontal coordinates were scaled from a topographic map and have
 QK0515.an estimated accuracy of +/- 6 seconds.
 QK0515
 QK0515.The orthometric height was determined by differential leveling
 QK0515.and adjusted by the National Geodetic Survey in June 1991..
 QK0515
 QK0515.The geoid height was determined by GEOID03.
 QK0515
 QK0515.The dynamic height is computed by dividing the NAVD 88
 QK0515.geopotential number by the normal gravity value computed on the
 QK0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0515.degrees latitude (g = 980.6199 gals.).
 QK0515
 QK0515.The modeled gravity was interpolated from observed gravity values.
 QK0515
 QK0515;                    North         East    Units  Estimated Accuracy
 QK0515;SPC MI C     -   252,640.    6,015,910.      MT  (+/- 180 meters Scaled)
 QK0515
 QK0515                          SUPERSEDED SURVEY CONTROL
 QK0515
 QK0515.No superseded survey control is available for this station.
 QK0515
 QK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR213524(NAD 83)
 QK0515_MARKER: I = METAL ROD
 QK0515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0515+WITH SETTING: INFORMATION.
 QK0515_SP_SET: SHALLOW SET METAL ROD
 QK0515_PROJECTION: RECESSED 30 CENTIMETERS
 QK0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0515_ROD/PIPE-DEPTH: 2.28 meters
 QK0515
 QK0515  HISTORY     - Date     Condition        Report By
 QK0515  HISTORY     - 1969     MONUMENTED       USLS
 QK0515  HISTORY     - 1983     GOOD             NGS
 QK0515  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0515
 QK0515                          STATION DESCRIPTION
 QK0515
 QK0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0515'28.7 KM (17.85 MI) SE FROM CHEBOYGAN.
 QK0515'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0515'THE POST OFFICE IN CHEBOYGAN, THENCE 28.1 KM (17.45 MI) EAST AND SOUTH
 QK0515'ALONG U.S. HIGHWAY 23, THENCE 0.2 KM (0.15 MI) NORTHEAST ALONG A
 QK0515'GRAVEL ROAD AT THE HAMMOND BAY HARBOR AND OFFICE, IS A 5/8-INCH COPPER
 QK0515'CLAD STEEL ROD, 0.3 METER (1.0 FT) UNDERGROUND, 61.72 METERS
 QK0515'(202.5 FT) NORTH-NORTHWEST OF THE EASTERNMOST ONE OF TWO BREATHER
 QK0515'PIPES ON THE WESTERN EDGE OF THE LAWN AREA, 54.31 METERS (178.2 FT)
 QK0515'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BASE OF THE RADIO MAST,
 QK0515'1.52 METERS (5.0 FT) SOUTHEAST OF A 0.18-METER (0.6-FT) TAMARACK TREE,
 QK0515'1.49 METERS (4.9 FT) SOUTHWEST OF A 0.18-METER (0.6-FT) WHITE PINE
 QK0515'TREE, AND 1.06 METERS (3.5 FT) NORTH OF A 0.18-METER (0.6-FT) WHITE
 QK0515'PINE TREE.
 QK0515'THE MARK IS ABOVE LEVEL WITH BASE OF RADIO MAST.
 QK0515
 QK0515                          STATION RECOVERY (2004)
 QK0515
 QK0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0515'NO RADIO MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0016 ***********************************************************************
 QK0016  DESIGNATION -  907 5076 CHEBOYGAN
 QK0016  PID         -  QK0016
 QK0016  STATE/COUNTY-  MI/CHEBOYGAN
 QK0016  USGS QUAD   -  
 QK0016
 QK0016                         *CURRENT SURVEY CONTROL
 QK0016  ___________________________________________________________________
 QK0016* NAD 83(1986)-  45 39 04.     (N)    084 28 55.     (W)     SCALED    
 QK0016* NAVD 88     -       179.015  (meters)     587.32   (feet)  ADJUSTED  
 QK0016  ___________________________________________________________________
 QK0016  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 QK0016  DYNAMIC HT  -         179.013 (meters)     587.31  (feet)  COMP
 QK0016  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 QK0016
 QK0016  VERT ORDER  -  FIRST     CLASS I
 QK0016
 QK0016.The horizontal coordinates were scaled from a topographic map and have
 QK0016.an estimated accuracy of +/- 6 seconds.
 QK0016
 QK0016.The orthometric height was determined by differential leveling
 QK0016.and adjusted by the National Geodetic Survey in June 1991..
 QK0016
 QK0016.The geoid height was determined by GEOID03.
 QK0016
 QK0016.The dynamic height is computed by dividing the NAVD 88
 QK0016.geopotential number by the normal gravity value computed on the
 QK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0016.degrees latitude (g = 980.6199 gals.).
 QK0016
 QK0016.The modeled gravity was interpolated from observed gravity values.
 QK0016
 QK0016;                    North         East    Units  Estimated Accuracy
 QK0016;SPC MI C     -   259,420.    5,991,010.      MT  (+/- 180 meters Scaled)
 QK0016
 QK0016                          SUPERSEDED SURVEY CONTROL
 QK0016
 QK0016.No superseded survey control is available for this station.
 QK0016
 QK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR961583(NAD 83)
 QK0016_MARKER: DB = BENCH MARK DISK
 QK0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0016_SP_SET: RETAINING WALL
 QK0016_STAMPING: CHEBOYGAN L.S.C. 1973
 QK0016_MARK LOGO: NOS   
 QK0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0016+STABILITY: SURFACE MOTION
 QK0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0016+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0016
 QK0016  HISTORY     - Date     Condition        Report By
 QK0016  HISTORY     - 1973     MONUMENTED       NOS
 QK0016  HISTORY     - 1973     GOOD             USLS
 QK0016  HISTORY     - 1975     GOOD             USGS
 QK0016  HISTORY     - 1983     GOOD             NGS
 QK0016  HISTORY     - 19960314 GOOD             NGS
 QK0016
 QK0016                          STATION DESCRIPTION
 QK0016
 QK0016'DESCRIBED BY US LAKE SURVEY 1973
 QK0016'AT CHEBOYGAN.
 QK0016'CHEBOYGAN IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 0.45 MILE
 QK0016'NORTHWEST ALONG HWY. U.S. 23 (MACKINAW AVE.) FROM THE INTERSECTION OF
 QK0016'MACKINAW AVE. AND MAIN ST. IN CHEBOYGAN, JUST SOUTHEAST OF THE
 QK0016'KIWANIS PARK AND NORTHWEST OF THE CENTER LINE OF DOT ST., ON
 QK0016'CONCRETE CAP OF SOUTHEAST CANAL WALL, 34 FEET SOUTHWEST OF
 QK0016'CENTER LINE OF MACKINAW AVE., 23.5 FEET WESTERLY OF UTILITY POLE
 QK0016'NO. 7, 10.4 FEET SOUTHWESTERLY OF NORTHEAST FACE OF MACKINAW
 QK0016'AVE. CURB, 2.8 FEET SOUTHWEST OF SOUTHWEST FACE OF BRIDGE OVER
 QK0016'CANAL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 QK0016'SET INTO TOP OF THE WALL.  NOTE-- PREV. DESIG. CHEBOYGAN 1973.
 QK0016
 QK0016                          STATION RECOVERY (1975)
 QK0016
 QK0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QK0016'RECOVERED IN GOOD CONDITION.
 QK0016
 QK0016                          STATION RECOVERY (1983)
 QK0016
 QK0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0016'0.4 KM (0.25 MI) NORTH-NORTHEAST ALONG MAIN STREET FROM THE POST
 QK0016'OFFICE, THENCE 0.7 KM (0.45 MI) WEST-NORTHWEST ALONG U.S. HIGHWAY 23
 QK0016'(MACKINAW AVENUE) AT DOT STREET LEADING WEST, DISK IS SET IN TOP AND
 QK0016'0.85 METER (2.8 FT) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE CAP
 QK0016'ON TOP OF THE SOUTHEAST STONE AND CONCRETE CANAL WALL AT THE SOUTHEAST
 QK0016'CORNER OF A BRIDGE OVER THE CANAL, 10.36 METERS (34.0 FT) SOUTHWEST OF
 QK0016'THE CENTER OF U.S. HIGHWAY 23, 12.34 METERS (40.5 FT) NORTHWEST OF THE
 QK0016'CENTER OF DOT STREET, 7.16 METERS (23.5 FT) WEST-NORTHWEST OF A
 QK0016'UTILITY POLE NUMBERED 7, AND 3.20 METERS (10.5 FT) SOUTH-SOUTHWEST OF
 QK0016'THE NORTHEAST EDGE OF THE SOUTH-SOUTHWEST CURB OF U.S. HIGHWAY 23.
 QK0016'STAMPING IS--CHEBOYGAN L S C 1973.
 QK0016'THE MARK IS ABOVE LEVEL WITH HIGHWAY 23.
 QK0016
 QK0016                          STATION RECOVERY (1996)
 QK0016
 QK0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0016'IN CHEBOYGAN, AT THE INTERSECTION OF MACKINAW AVENUE AND DOT STREET,
 QK0016'IN THE SOUTHEAST CONCRETE AND STONE RETAINING WALL FOR A CANAL, 11.5 M
 QK0016'(37.7 FT) NORTH OF THE STREET CENTER, 10.3 M (33.8 FT) SOUTHWEST OF
 QK0016'THE AVENUE CENTERLINE, 7.2 M (23.6 FT) NORTHWEST OF A UTILITY POLE
 QK0016'WITH 3 GUY CABLES, 0.9 M (3.0 FT) WEST OF THE WEST FACE OF A BRIDGE
 QK0016'SPANNING THE CANAL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0017 ***********************************************************************
 QK0017  DESIGNATION -  907 5076 CITY HALL USLS
 QK0017  PID         -  QK0017
 QK0017  STATE/COUNTY-  MI/CHEBOYGAN
 QK0017  USGS QUAD   -  
 QK0017
 QK0017                         *CURRENT SURVEY CONTROL
 QK0017  ___________________________________________________________________
 QK0017* NAD 83(1986)-  45 38 48.     (N)    084 28 36.     (W)     SCALED    
 QK0017* NAVD 88     -       180.345  (meters)     591.68   (feet)  ADJUSTED  
 QK0017  ___________________________________________________________________
 QK0017  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 QK0017  DYNAMIC HT  -         180.342 (meters)     591.67  (feet)  COMP
 QK0017  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QK0017
 QK0017  VERT ORDER  -  FIRST     CLASS I
 QK0017
 QK0017.The horizontal coordinates were scaled from a topographic map and have
 QK0017.an estimated accuracy of +/- 6 seconds.
 QK0017
 QK0017.The orthometric height was determined by differential leveling
 QK0017.and adjusted by the National Geodetic Survey in June 1991..
 QK0017.WARNING-Repeat measurements at this control monument indicate possible
 QK0017.vertical movement.
 QK0017
 QK0017.The geoid height was determined by GEOID03.
 QK0017
 QK0017.The dynamic height is computed by dividing the NAVD 88
 QK0017.geopotential number by the normal gravity value computed on the
 QK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0017.degrees latitude (g = 980.6199 gals.).
 QK0017
 QK0017.The modeled gravity was interpolated from observed gravity values.
 QK0017
 QK0017;                    North         East    Units  Estimated Accuracy
 QK0017;SPC MI C     -   258,920.    5,991,430.      MT  (+/- 180 meters Scaled)
 QK0017
 QK0017                          SUPERSEDED SURVEY CONTROL
 QK0017
 QK0017.No superseded survey control is available for this station.
 QK0017
 QK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR966578(NAD 83)
 QK0017_MARKER: Z = SEE DESCRIPTION
 QK0017_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0017_SP_SET: FOUNDATION WALL
 QK0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0017+STABILITY: SURFACE MOTION
 QK0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0017+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 QK0017
 QK0017  HISTORY     - Date     Condition        Report By
 QK0017  HISTORY     - 1935     MONUMENTED       USLS
 QK0017  HISTORY     - 1973     GOOD             USLS
 QK0017  HISTORY     - 1983     GOOD             NGS
 QK0017  HISTORY     - 20041004 GOOD             USPSQD
 QK0017
 QK0017                          STATION DESCRIPTION
 QK0017
 QK0017'DESCRIBED BY US LAKE SURVEY 1973
 QK0017'AT CHEBOYGAN.
 QK0017'CITY HALL IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN ON THE NORTH
 QK0017'CORNER OF HURON AND BACKUS STREETS, ON SOUTH CORNER OF THE CITY HALL,
 QK0017'ON TOP OF CORNER OF LOWEST COURSE OF FOUNDATION STONES WHICH
 QK0017'PROJECT BEYOND THE STONES ABOVE, 1-FOOT ABOVE THE GROUND, BEING
 QK0017'HIGHEST POINT OVER A CROSS CUT ON TOP OF THE STONE.  NOTE-- PREV.
 QK0017'DESIG. CITY HALL 1935.
 QK0017
 QK0017                          STATION RECOVERY (1983)
 QK0017
 QK0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0017'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0017'LOCATED AT THE INTERSECTION OF HURON AND BACKUS STREETS OF THE SOUTH
 QK0017'FOUNDATION CORNER OF THE CITY HALL BUILDING, A CROSS CUT ON THE TOP OF
 QK0017'THE STONE OF THE LOWEST COURSE OF THE FOUNDATION STONES WHICH PROJECT
 QK0017'HORIZONALLY ABOUT TEN CENTIMETERS BEYOND THE STONE WALL AND IS ABOUT
 QK0017'0.9 METER (1.0 FT) ABOVE GROUND, 14.93 METERS (49.0 FT) NORTHWEST OF
 QK0017'THE CENTER OF HURON STREET, 16.45 METERS (54.0 FT) NORTHEAST OF THE
 QK0017'CENTER OF BACKUS STREET, 10.05 METERS (33.0 FT) NORTH-NORTHWEST OF THE
 QK0017'TOP (CENTER) OF A FIRE HYDRANT, AND 1.82 METERS (6.0 FT) NORTHWEST OF
 QK0017'BENCH MARK A 301.
 QK0017'THE MARK IS 0.46 M ABOVE HURON STREET.
 QK0017
 QK0017                          STATION RECOVERY (2004)
 QK0017
 QK0017'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0546 ***********************************************************************
 QK0546  DESIGNATION -  907 5076 G
 QK0546  PID         -  QK0546
 QK0546  STATE/COUNTY-  MI/CHEBOYGAN
 QK0546  USGS QUAD   -  
 QK0546
 QK0546                         *CURRENT SURVEY CONTROL
 QK0546  ___________________________________________________________________
 QK0546* NAD 83(1986)-  45 38 48.     (N)    084 28 36.     (W)     SCALED    
 QK0546* NAVD 88     -       180.034  (meters)     590.66   (feet)  ADJUSTED  
 QK0546  ___________________________________________________________________
 QK0546  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 QK0546  DYNAMIC HT  -         180.032 (meters)     590.65  (feet)  COMP
 QK0546  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QK0546
 QK0546  VERT ORDER  -  FIRST     CLASS II
 QK0546
 QK0546.The horizontal coordinates were scaled from a topographic map and have
 QK0546.an estimated accuracy of +/- 6 seconds.
 QK0546
 QK0546.The orthometric height was determined by differential leveling
 QK0546.and adjusted by the National Geodetic Survey in July 2002..
 QK0546
 QK0546.The geoid height was determined by GEOID03.
 QK0546
 QK0546.The dynamic height is computed by dividing the NAVD 88
 QK0546.geopotential number by the normal gravity value computed on the
 QK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0546.degrees latitude (g = 980.6199 gals.).
 QK0546
 QK0546.The modeled gravity was interpolated from observed gravity values.
 QK0546
 QK0546;                    North         East    Units  Estimated Accuracy
 QK0546;SPC MI C     -   258,920.    5,991,430.      MT  (+/- 180 meters Scaled)
 QK0546
 QK0546                          SUPERSEDED SURVEY CONTROL
 QK0546
 QK0546  NAVD 88 (06/15/91)  180.037  (m)          590.67   (f) UNKNOWN     1 2
 QK0546
 QK0546.Superseded values are not recommended for survey control.
 QK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0546.See file dsdata.txt to determine how the superseded data were derived.
 QK0546
 QK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR966578(NAD 83)
 QK0546_MARKER: DB = BENCH MARK DISK
 QK0546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0546_SP_SET: SIDEWALK
 QK0546_STAMPING: 5076 G
 QK0546_MARK LOGO: NOS   
 QK0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0546+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0546
 QK0546  HISTORY     - Date     Condition        Report By
 QK0546  HISTORY     - 1980     MONUMENTED       NOS
 QK0546  HISTORY     - 1983     GOOD             NGS
 QK0546  HISTORY     - 19960314 GOOD             NGS
 QK0546
 QK0546                          STATION DESCRIPTION
 QK0546
 QK0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0546'IN CHEBOYGAN.
 QK0546'NOTE--FOUND SET IN A NEW CONCRETE SIDEWALK ON 8-25-83.  LOCATION
 QK0546'DIFFERS FROM THAT DESCRIBED IN THE 1980 WATER LEVEL BM DESCRIPTION.
 QK0546'IN CHEBOYGAN, AT THE EAST ENTRANCE TO THE CITY HALL BUILDING, AT THE
 QK0546'INTERSECTION OF HURON AND BACKUS STREETS, A NOS DISK SET FLUSH IN THE
 QK0546'SIDEWALK, 18.22 METERS (59.8 FT) NORTH-NORTHWEST OF THE TOP OF A FIRE
 QK0546'HYDRANT, 15.24 METERS (50.0 FT) NORTH OF THE FLAGPOLE AT THE SOUTHEAST
 QK0546'CORNER OF THE CITY HALL BUILDING, 12.8 METERS (42.0 FT) WEST OF THE
 QK0546'CENTER OF HURON STREET, 0.33 METER (1.1 FT) EAST OF THE EAST WALL
 QK0546'NORTH OF THE EAST ENTRANCE, AND 0.21 METER (0.7 FT) SOUTH OF THE NORTH
 QK0546'EDGE OF THE SIDEWALK LEADING WEST TO THE EAST ENTRANCE.
 QK0546'THE MARK IS 0.3 M ABOVE HURON STREET.
 QK0546
 QK0546                          STATION RECOVERY (1996)
 QK0546
 QK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0546'IN CHEBOYGAN, AT THE INTERSECTION OF HURON AND BACKUS STREETS, IN TOP
 QK0546'OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH EDGE OF THE CONCRETE SIDEWALK
 QK0546'LEADING TO THE SOUTHEAST ENTRANCE INTO THE CHEBOYGAN OPERA HOUSE AND
 QK0546'CITY HALL, 28.1 M (92.2 FT) NORTHEAST OF THE CENTER OF BACKUS STREET,
 QK0546'15.2 M (49.9 FT) NORTHEAST OF A FLAG POLE, 12.8 M (42.0 FT) NORTHWEST
 QK0546'OF THE CENTER OF HURON STREET, 2.7 M (8.9 FT) NORTHEAST OF THE
 QK0546'ENTRANCE DOOR, 0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF THE
 QK0546'BUILDING, 0.3 M (1.0 FT) ABOVE THE LEVEL OF HURON STREET, AND 0.2 M
 QK0546'(0.7 FT) NORTHWEST OF THE NORTH CORNER OF A PLANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0020 ***********************************************************************
 QK0020  DESIGNATION -  907 5076 GAGE USLS
 QK0020  PID         -  QK0020
 QK0020  STATE/COUNTY-  MI/CHEBOYGAN
 QK0020  USGS QUAD   -  
 QK0020
 QK0020                         *CURRENT SURVEY CONTROL
 QK0020  ___________________________________________________________________
 QK0020* NAD 83(1986)-  45 38 47.     (N)    084 28 24.     (W)     SCALED    
 QK0020* NAVD 88     -       178.005  (meters)     584.00   (feet)  ADJUSTED  
 QK0020  ___________________________________________________________________
 QK0020  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0020  DYNAMIC HT  -         178.002 (meters)     583.99  (feet)  COMP
 QK0020  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 QK0020
 QK0020  VERT ORDER  -  FIRST     CLASS I
 QK0020
 QK0020.The horizontal coordinates were scaled from a topographic map and have
 QK0020.an estimated accuracy of +/- 6 seconds.
 QK0020
 QK0020.The orthometric height was determined by differential leveling
 QK0020.and adjusted by the National Geodetic Survey in June 1991..
 QK0020
 QK0020.The geoid height was determined by GEOID03.
 QK0020
 QK0020.The dynamic height is computed by dividing the NAVD 88
 QK0020.geopotential number by the normal gravity value computed on the
 QK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0020.degrees latitude (g = 980.6199 gals.).
 QK0020
 QK0020.The modeled gravity was interpolated from observed gravity values.
 QK0020
 QK0020;                    North         East    Units  Estimated Accuracy
 QK0020;SPC MI C     -   258,890.    5,991,690.      MT  (+/- 180 meters Scaled)
 QK0020
 QK0020                          SUPERSEDED SURVEY CONTROL
 QK0020
 QK0020.No superseded survey control is available for this station.
 QK0020
 QK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR968578(NAD 83)
 QK0020_MARKER: Z = SEE DESCRIPTION
 QK0020_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QK0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0020+STABILITY: SURFACE MOTION
 QK0020
 QK0020  HISTORY     - Date     Condition        Report By
 QK0020  HISTORY     - 1935     MONUMENTED       USLS
 QK0020  HISTORY     - 1973     GOOD             USLS
 QK0020  HISTORY     - 1983     GOOD             NGS
 QK0020
 QK0020                          STATION DESCRIPTION
 QK0020
 QK0020'DESCRIBED BY US LAKE SURVEY 1973
 QK0020'AT CHEBOYGAN.
 QK0020'GAGE IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, ON NORTHEAST SIDE
 QK0020'OF THE U.S. COAST GUARD STATION YARD, ON CONCRETE RETAINING
 QK0020'WALL WHICH FORMS NORTHEAST END OF THE DOCK, 49.2 FEET FROM
 QK0020'NORTHEAST CORNER OF THE DOCK, 3.3 FEET FROM INNER END OF THE
 QK0020'WALL, BEING HIGHEST POINT IN A SQUARE CUT ON TOP OF THE WALL.
 QK0020'NOTE-- PREV. DESIG. GAGE 1935.
 QK0020
 QK0020                          STATION RECOVERY (1983)
 QK0020
 QK0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0020'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 QK0020'NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN, LOCATED AT 606 WATER STREET
 QK0020'(OLD RIVER RANGE STATION), A SQUARE CHISELED IN TOP OF THE
 QK0020'WEST-NORTHWEST END OF A RETAINING WALL RUNNING EAST-SOUTHEAST AND
 QK0020'WEST-NORTHWEST, 36.94 METERS (121.2 FT) EAST-SOUTHEAST OF THE CENTER
 QK0020'OF WATER STREET, 14.99 METERS (49.2 FT) WEST-NORTHWEST OF A RETAINING
 QK0020'WALL AND THE WATERS EDGE OF THE RIVER, 9.9 METERS (32.5 FT)
 QK0020'EAST-NORTHEAST OF A FLAGPOLE, AND 1.0 METER (3.3 FT) EAST-SOUTHEAST OF
 QK0020'THE WEST-NORTHWEST END OF THE RETAINING WALL.
 QK0020'THE MARK IS ABOVE LEVEL WITH WATER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0544 ***********************************************************************
 QK0544  DESIGNATION -  907 5076 K
 QK0544  PID         -  QK0544
 QK0544  STATE/COUNTY-  MI/CHEBOYGAN
 QK0544  USGS QUAD   -  
 QK0544
 QK0544                         *CURRENT SURVEY CONTROL
 QK0544  ___________________________________________________________________
 QK0544* NAD 83(1986)-  45 38 51.     (N)    084 28 28.     (W)     SCALED    
 QK0544* NAVD 88     -       179.323  (meters)     588.33   (feet)  ADJUSTED  
 QK0544  ___________________________________________________________________
 QK0544  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0544  DYNAMIC HT  -         179.321 (meters)     588.32  (feet)  COMP
 QK0544  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QK0544
 QK0544  VERT ORDER  -  FIRST     CLASS II
 QK0544
 QK0544.The horizontal coordinates were scaled from a topographic map and have
 QK0544.an estimated accuracy of +/- 6 seconds.
 QK0544
 QK0544.The orthometric height was determined by differential leveling
 QK0544.and adjusted by the National Geodetic Survey in July 2002..
 QK0544
 QK0544.The geoid height was determined by GEOID03.
 QK0544
 QK0544.The dynamic height is computed by dividing the NAVD 88
 QK0544.geopotential number by the normal gravity value computed on the
 QK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0544.degrees latitude (g = 980.6199 gals.).
 QK0544
 QK0544.The modeled gravity was interpolated from observed gravity values.
 QK0544
 QK0544;                    North         East    Units  Estimated Accuracy
 QK0544;SPC MI C     -   259,020.    5,991,600.      MT  (+/- 180 meters Scaled)
 QK0544
 QK0544                          SUPERSEDED SURVEY CONTROL
 QK0544
 QK0544  NAVD 88 (06/15/91)  179.329  (m)          588.35   (f) UNKNOWN     1 2
 QK0544
 QK0544.Superseded values are not recommended for survey control.
 QK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0544.See file dsdata.txt to determine how the superseded data were derived.
 QK0544
 QK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR967579(NAD 83)
 QK0544_MARKER: DB = BENCH MARK DISK
 QK0544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0544_SP_SET: SIDEWALK
 QK0544_STAMPING: 5076 K
 QK0544_MARK LOGO: NOS   
 QK0544_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0544+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 QK0544
 QK0544  HISTORY     - Date     Condition        Report By
 QK0544  HISTORY     - 1980     MONUMENTED       NOS
 QK0544  HISTORY     - 1983     GOOD             NGS
 QK0544  HISTORY     - 19960314 GOOD             NGS
 QK0544  HISTORY     - 20041004 GOOD             USPSQD
 QK0544
 QK0544                          STATION DESCRIPTION
 QK0544
 QK0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0544'IN CHEBOYGAN.
 QK0544'IN CHEBOYGAN, LOCATED AT THE JUNCTION OF U.S. HIGHWAY 23 (MACKINAC
 QK0544'AVENUE) AND MAIN STREET, THE DISK IS CEMENTED IN TOP OF THE
 QK0544'SOUTH-SOUTHWEST END OF THE SIDEWALK LEADING NORTH-NORTHEAST TO THE
 QK0544'OFFICE OF THE CONTINENTAL MOTOR INN, 9.44 METERS (31.0 FT)
 QK0544'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 23 (MACKINAW
 QK0544'AVENUE), 13.56 METERS (44.5 FT) WEST-NORTHWEST OF A FIRE PLUG, AND
 QK0544'3.04 METERS (10.0 FT) SOUTH-SOUTHWEST OF THE OFFICE DOOR OF THE
 QK0544'CONTINENTAL MOTOR INN.
 QK0544'THE MARK IS 0.15 M ABOVE HIGHWAY 23.
 QK0544
 QK0544                          STATION RECOVERY (1996)
 QK0544
 QK0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0544'IN CHEBOYGAN, AT THE INTERSECTION OF MACKINAW AVENUE AND MAIN STREET,
 QK0544'NEAR THE WEST CORNER OF A CONCRETE SIDEWALK LEADING TO THE CONTINENTAL
 QK0544'INN, 32.4 M (106.3 FT) NORTHWEST OF THE STREET CENTERLINE, 9.5 M (31.2
 QK0544'FT) NORTHEAST OF THE AVENUE CENTERLINE, 3.0 M (9.8 FT) SOUTHWEST OF
 QK0544'THE CENTER OF THE ENTRANCE DOOR OF THE INN OFFICE, 0.4 M (1.3 FT)
 QK0544'ABOVE THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH
 QK0544'CORNER OF A STAIRWAY.
 QK0544
 QK0544                          STATION RECOVERY (2004)
 QK0544
 QK0544'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0019 ***********************************************************************
 QK0019  DESIGNATION -  907 5076 MEDIC
 QK0019  PID         -  QK0019
 QK0019  STATE/COUNTY-  MI/CHEBOYGAN
 QK0019  USGS QUAD   -  
 QK0019
 QK0019                         *CURRENT SURVEY CONTROL
 QK0019  ___________________________________________________________________
 QK0019* NAD 83(1986)-  45 38 38.     (N)    084 28 42.     (W)     SCALED    
 QK0019* NAVD 88     -       181.069  (meters)     594.06   (feet)  ADJUSTED  
 QK0019  ___________________________________________________________________
 QK0019  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 QK0019  DYNAMIC HT  -         181.067 (meters)     594.05  (feet)  COMP
 QK0019  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QK0019
 QK0019  VERT ORDER  -  FIRST     CLASS I
 QK0019
 QK0019.The horizontal coordinates were scaled from a topographic map and have
 QK0019.an estimated accuracy of +/- 6 seconds.
 QK0019
 QK0019.The orthometric height was determined by differential leveling
 QK0019.and adjusted by the National Geodetic Survey in July 2002..
 QK0019.WARNING-Repeat measurements at this control monument indicate possible
 QK0019.vertical movement.
 QK0019
 QK0019.The geoid height was determined by GEOID03.
 QK0019
 QK0019.The dynamic height is computed by dividing the NAVD 88
 QK0019.geopotential number by the normal gravity value computed on the
 QK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0019.degrees latitude (g = 980.6199 gals.).
 QK0019
 QK0019.The modeled gravity was interpolated from observed gravity values.
 QK0019
 QK0019;                    North         East    Units  Estimated Accuracy
 QK0019;SPC MI C     -   258,610.    5,991,300.      MT  (+/- 180 meters Scaled)
 QK0019
 QK0019                          SUPERSEDED SURVEY CONTROL
 QK0019
 QK0019  NAVD 88 (06/15/91)  181.085  (m)          594.11   (f) UNKNOWN     1 1
 QK0019
 QK0019.Superseded values are not recommended for survey control.
 QK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0019.See file dsdata.txt to determine how the superseded data were derived.
 QK0019
 QK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR965575(NAD 83)
 QK0019_MARKER: DD = SURVEY DISK
 QK0019_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0019_SP_SET: BUILDING
 QK0019_MARK LOGO: USLS  
 QK0019_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0019+STABILITY: SURFACE MOTION
 QK0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0019+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0019
 QK0019  HISTORY     - Date     Condition        Report By
 QK0019  HISTORY     - 1950     MONUMENTED       USLS
 QK0019  HISTORY     - 1973     GOOD             USLS
 QK0019  HISTORY     - 1983     GOOD             NGS
 QK0019  HISTORY     - 19960314 GOOD             NGS
 QK0019  HISTORY     - 20041004 GOOD             USPSQD
 QK0019
 QK0019                          STATION DESCRIPTION
 QK0019
 QK0019'DESCRIBED BY US LAKE SURVEY 1973
 QK0019'AT CHEBOYGAN.
 QK0019'MEDIC IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, ON WEST CORNER OF
 QK0019'HURON AND ELM STREETS, ON HURON STREET FACE OF A ONE-STORY
 QK0019'YELLOW BRICK BUILDING UNSED AS A DOCTORS OFFICE, 17.2 FEET
 QK0019'NORTHEAST OF WEST CORNER AND 14.2 FEET SOUTHWEST OF EAST CORNER
 QK0019'OF BUILDING, 3-1/2-FEET ABOVE THE GROUND, BEING HORIZONTAL
 QK0019'LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO THE WALL.
 QK0019'NOTE-- PREV. DESIG MEDIC 1950.
 QK0019
 QK0019                          STATION RECOVERY (1983)
 QK0019
 QK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0019'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0019'LOCATED AT THE INTERSECTION OF HURON AND ELM STREETS, THE DISK IS SET
 QK0019'VERTICALLY IN THE SOUTHEAST WALL OF A ONE STORY YELLOW BRICK BUILDING
 QK0019'USED AS A DOCTORS OFFICE, IS ABOUT 0.91 METER (3.0 FT) ABOVE GROUND,
 QK0019'16.3 METERS (53.5 FT) NORTHWEST OF THE CENTER OF HURON STREET,
 QK0019'17.83 METERS (58.5 FT) SOUTHWEST OF THE CENTER OF ELM STREET,
 QK0019'5.24 METERS (17.2 FT) NORTHEAST OF THE SOUTH CORNER, AND 4.32 METERS
 QK0019'(14.2 FT) SOUTHWEST OF THE EAST CORNER.
 QK0019'THE MARK IS 1.06 M ABOVE HURON STREET.
 QK0019
 QK0019                          STATION RECOVERY (1996)
 QK0019
 QK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0019'IN CHEBOYGAN, AT THE INTERSECTION OF HURON AND ELM STREETS, SET
 QK0019'VERTICALLY IN THE SOUTHEAST FACE OF THE CHEBOYGAN MEDICAL CLINIC, 17.8
 QK0019'M (58.4 FT) SOUTHWEST OF THE CENTER OF ELM STREET, 16.3 M (53.5 FT)
 QK0019'NORTHWEST OF THE CENTER OF HURON STREET, 5.2 M (17.1 FT) NORTHEAST OF
 QK0019'THE SOUTH CORNER OF THE CLINIC, 4.3 M (14.1 FT) SOUTHWEST OF THE EAST
 QK0019'CORNER OF THE CLINIC, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF HURON
 QK0019'STREET.
 QK0019
 QK0019                          STATION RECOVERY (2004)
 QK0019
 QK0019'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0021 ***********************************************************************
 QK0021  DESIGNATION -  907 5076 RANGE
 QK0021  PID         -  QK0021
 QK0021  STATE/COUNTY-  MI/CHEBOYGAN
 QK0021  USGS QUAD   -  
 QK0021
 QK0021                         *CURRENT SURVEY CONTROL
 QK0021  ___________________________________________________________________
 QK0021* NAD 83(1986)-  45 38 46.     (N)    084 28 24.     (W)     SCALED    
 QK0021* NAVD 88     -       179.083  (meters)     587.54   (feet)  ADJUSTED  
 QK0021  ___________________________________________________________________
 QK0021  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0021  DYNAMIC HT  -         179.080 (meters)     587.53  (feet)  COMP
 QK0021  MODELED GRAV-     980,599.6   (mgal)                       NAVD 88
 QK0021
 QK0021  VERT ORDER  -  FIRST     CLASS I
 QK0021
 QK0021.The horizontal coordinates were scaled from a topographic map and have
 QK0021.an estimated accuracy of +/- 6 seconds.
 QK0021
 QK0021.The orthometric height was determined by differential leveling
 QK0021.and adjusted by the National Geodetic Survey in June 1991..
 QK0021
 QK0021.The geoid height was determined by GEOID03.
 QK0021
 QK0021.The dynamic height is computed by dividing the NAVD 88
 QK0021.geopotential number by the normal gravity value computed on the
 QK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0021.degrees latitude (g = 980.6199 gals.).
 QK0021
 QK0021.The modeled gravity was interpolated from observed gravity values.
 QK0021
 QK0021;                    North         East    Units  Estimated Accuracy
 QK0021;SPC MI C     -   258,860.    5,991,690.      MT  (+/- 180 meters Scaled)
 QK0021
 QK0021                          SUPERSEDED SURVEY CONTROL
 QK0021
 QK0021.No superseded survey control is available for this station.
 QK0021
 QK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR968578(NAD 83)
 QK0021_MARKER: DD = SURVEY DISK
 QK0021_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0021_SP_SET: BUILDING
 QK0021_STAMPING: RANGE LDK 1941
 QK0021_MARK LOGO: USLS  
 QK0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0021+STABILITY: SURFACE MOTION
 QK0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0021+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0021
 QK0021  HISTORY     - Date     Condition        Report By
 QK0021  HISTORY     - 1941     MONUMENTED       USLS
 QK0021  HISTORY     - 1973     GOOD             USLS
 QK0021  HISTORY     - 1983     GOOD             NGS
 QK0021  HISTORY     - 19960314 GOOD             NGS
 QK0021
 QK0021                          STATION DESCRIPTION
 QK0021
 QK0021'DESCRIBED BY US LAKE SURVEY 1973
 QK0021'AT CHEBOYGAN.
 QK0021'RANGE IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 2.5 FEET SOUTHEAST
 QK0021'OF NORTH CORNER AND IN NORTHEAST FACE OF U.S. COAST GUARD
 QK0021'STATION FOUNDATION, 1-FOOT ABOVE THE GROUND, BEING HORIZONTAL
 QK0021'LINE OF CROSS ON BRONZE DISC SET INTO THE MASONRY FOUNDATION.
 QK0021'NOTE-- PREV. DESIG. RANGE 1941.
 QK0021
 QK0021                          STATION RECOVERY (1983)
 QK0021
 QK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0021'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0021'LOCATED AT 606 WATER STREET (OLD RIVER RANGE STATION) AT THE NORTHWEST
 QK0021'CORNER OF A WHITE THREE STORY HOUSE, THE DISK IS SET VERTICALLY
 QK0021'0.76 METER (2.5 FT) SOUTHEAST OF THE NORTHWEST CORNER, 0.36 METER
 QK0021'(1.2 FT) ABOVE THE GROUND AND INTO THE STONE MASONRY FOUNDATION,
 QK0021'14.78 METERS (48.5 FT) EAST-SOUTHEAST OF THE CENTER OF WATER STREET,
 QK0021'17.06 METERS (56.0 FT) SOUTH OF THE NORTHEAST CORNER FENCE POST OF A
 QK0021'CHAIN LINK FENCE AROUND THE PROPERTY, 4.32 METERS (14.2 FT)
 QK0021'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE STONE MASONRY FOUNDATION
 QK0021'WALL, AND 17.22 METERS (56.5 FT) WEST-SOUTHWEST OF A FLAGPOLE.
 QK0021'STAMPING IS--RANGE LDK 1941.
 QK0021'THE MARK IS 0.7 M ABOVE WATER STREET.
 QK0021
 QK0021                          STATION RECOVERY (1996)
 QK0021
 QK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0021'IN CHEBOYGAN, SET VERTICALLY IN THE NORTHEAST FACE OF RANGE STATION
 QK0021'BUILDING AT 606 WATER STREET, 14.8 M (48.6 FT) SOUTHEAST OF THE STREET
 QK0021'CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET, 0.8 M (2.6 FT)
 QK0021'SOUTHEAST OF THE NORTH CORNER OF THE BUILDING, AND 0.4 M (1.3 FT)
 QK0021'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0022 ***********************************************************************
 QK0022  DESIGNATION -  907 5076 WL 263 USLS
 QK0022  PID         -  QK0022
 QK0022  STATE/COUNTY-  MI/CHEBOYGAN
 QK0022  USGS QUAD   -  
 QK0022
 QK0022                         *CURRENT SURVEY CONTROL
 QK0022  ___________________________________________________________________
 QK0022* NAD 83(1986)-  45 38 50.     (N)    084 28 26.     (W)     SCALED    
 QK0022* NAVD 88     -       180.044  (meters)     590.69   (feet)  ADJUSTED  
 QK0022  ___________________________________________________________________
 QK0022  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0022  DYNAMIC HT  -         180.042 (meters)     590.69  (feet)  COMP
 QK0022  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 QK0022
 QK0022  VERT ORDER  -  FIRST     CLASS I
 QK0022
 QK0022.The horizontal coordinates were scaled from a topographic map and have
 QK0022.an estimated accuracy of +/- 6 seconds.
 QK0022
 QK0022.The orthometric height was determined by differential leveling
 QK0022.and adjusted by the National Geodetic Survey in June 1991..
 QK0022
 QK0022.The geoid height was determined by GEOID03.
 QK0022
 QK0022.The dynamic height is computed by dividing the NAVD 88
 QK0022.geopotential number by the normal gravity value computed on the
 QK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0022.degrees latitude (g = 980.6199 gals.).
 QK0022
 QK0022.The modeled gravity was interpolated from observed gravity values.
 QK0022
 QK0022;                    North         East    Units  Estimated Accuracy
 QK0022;SPC MI C     -   258,980.    5,991,640.      MT  (+/- 180 meters Scaled)
 QK0022
 QK0022                          SUPERSEDED SURVEY CONTROL
 QK0022
 QK0022.No superseded survey control is available for this station.
 QK0022
 QK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR968579(NAD 83)
 QK0022_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0022_SP_SET: WALL
 QK0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0022
 QK0022  HISTORY     - Date     Condition        Report By
 QK0022  HISTORY     - 1935     MONUMENTED       USLS
 QK0022  HISTORY     - 1973     GOOD             USLS
 QK0022  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0022  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 QK0022
 QK0022                          STATION DESCRIPTION
 QK0022
 QK0022'DESCRIBED BY US LAKE SURVEY 1973
 QK0022'IN CHEBOYGAN.
 QK0022'WL 263 IS IN CHEBOYGAN, GHEBOYGAN COUNTY, MICHIGAN, ON THE SOUTHEAST
 QK0022'SIDE OF MAIN STREET, OPPOSITE THE END OF MACKINAW AVE., 1.0 FEET
 QK0022'SOUTHEAST OF NORTH CORNER AND ON NORTHEAST FACE OF A LARGE
 QK0022'CONCRETE BUILDING OCCUPIED BY THE TUBE FORMING INC. FACTORY,
 QK0022'3-1/2-FEET ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS ON
 QK0022'BRONZE DISC SET INTO THE CONCRETE WALL.  NOTE-- PREV. DESIG.
 QK0022'WL 263 1935.
 QK0022
 QK0022                          STATION RECOVERY (1983)
 QK0022
 QK0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0022'NOT RECOVERED THIS DATE, DISK MAY BE IN PLACE, THE BUILDING HAS BEEN
 QK0022'REFINISHED WITH A STUCCO FINISH.
 QK0022
 QK0022                          STATION RECOVERY (2004)
 QK0022
 QK0022'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0022'BUILDING APPEARS TO HAVE BEEN RE-SURFACED AND IS NOW THE RIVERTOWN
 QK0022'PLAZA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0429 ***********************************************************************
 QK0429  DESIGNATION -  907 5080 F
 QK0429  PID         -  QK0429
 QK0429  STATE/COUNTY-  MI/CHEBOYGAN
 QK0429  USGS QUAD   -  ST IGNACE (1976)
 QK0429
 QK0429                         *CURRENT SURVEY CONTROL
 QK0429  ___________________________________________________________________
 QK0429* NAD 83(1986)-  45 46 39.     (N)    084 43 13.     (W)     SCALED    
 QK0429* NAVD 88     -       179.037  (meters)     587.39   (feet)  ADJUSTED  
 QK0429  ___________________________________________________________________
 QK0429  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 QK0429  DYNAMIC HT  -         179.041 (meters)     587.40  (feet)  COMP
 QK0429  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 QK0429
 QK0429  VERT ORDER  -  FIRST     CLASS II
 QK0429
 QK0429.The horizontal coordinates were scaled from a topographic map and have
 QK0429.an estimated accuracy of +/- 6 seconds.
 QK0429
 QK0429.The orthometric height was determined by differential leveling
 QK0429.and adjusted by the National Geodetic Survey in June 1991..
 QK0429
 QK0429.The geoid height was determined by GEOID03.
 QK0429
 QK0429.The dynamic height is computed by dividing the NAVD 88
 QK0429.geopotential number by the normal gravity value computed on the
 QK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0429.degrees latitude (g = 980.6199 gals.).
 QK0429
 QK0429.The modeled gravity was interpolated from observed gravity values.
 QK0429
 QK0429;                    North         East    Units  Estimated Accuracy
 QK0429;SPC MI C     -   273,520.    5,972,500.      MT  (+/- 180 meters Scaled)
 QK0429
 QK0429                          SUPERSEDED SURVEY CONTROL
 QK0429
 QK0429.No superseded survey control is available for this station.
 QK0429
 QK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR772718(NAD 83)
 QK0429_MARKER: DJ = TIDAL STATION DISK
 QK0429_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0429_SP_SET: RETAINING WALL
 QK0429_STAMPING: 5080 F 1982
 QK0429_MARK LOGO: NOS   
 QK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0429+STABILITY: SURFACE MOTION
 QK0429
 QK0429  HISTORY     - Date     Condition        Report By
 QK0429  HISTORY     - 1982     MONUMENTED       NOS
 QK0429  HISTORY     - 1983     GOOD             NGS
 QK0429  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0429
 QK0429                          STATION DESCRIPTION
 QK0429
 QK0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0429'0.8 KM (0.5 MI) SE FROM MACKINAW CITY.
 QK0429'0.3 KM (0.2 MI) SOUTH ALONG HURON STREET AND STATE HIGHWAY 23 FROM THE
 QK0429'MUNICIPAL BUILDING IN MACKINAW CITY TO THE JUNCTION OF WEST RAILROAD
 QK0429'AVENUE AND A ROAD LEADING EAST TO THE STATE DOCKS, THENCE 0.5 KM
 QK0429'(0.3 MI) EAST TO THE MARK ON THE RIGHT, 48.95 METERS (160.6 FT) SOUTH
 QK0429'OF THE CENTERLINE OF THE ROAD LEADING TO THE DOCKS, 36.02 METERS
 QK0429'(118.2 FT) NORTH OF CONCRETE CORNER POST FOR A CHAIN LINK FENCE, AND
 QK0429'0.30 METERS (1.0 FT) WEST OF A METAL PIPE RAIL AT THE EDGE OF LOADING
 QK0429'DRIVEWAY FOR THE FERRY.
 QK0429'THE MARK IS ABOVE LEVEL WITH ROAD.
 QK0429
 QK0429                          STATION RECOVERY (2003)
 QK0429
 QK0429'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0183 ***********************************************************************
 QK0183  DESIGNATION -  907 5080 FIRE USLS
 QK0183  PID         -  QK0183
 QK0183  STATE/COUNTY-  MI/CHEBOYGAN
 QK0183  USGS QUAD   -  ST IGNACE (1976)
 QK0183
 QK0183                         *CURRENT SURVEY CONTROL
 QK0183  ___________________________________________________________________
 QK0183* NAD 83(1986)-  45 46 53.     (N)    084 43 32.     (W)     SCALED    
 QK0183* NAVD 88     -       180.105  (meters)     590.89   (feet)  ADJUSTED  
 QK0183  ___________________________________________________________________
 QK0183  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0183  DYNAMIC HT  -         180.110 (meters)     590.91  (feet)  COMP
 QK0183  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 QK0183
 QK0183  VERT ORDER  -  FIRST     CLASS I
 QK0183
 QK0183.The horizontal coordinates were scaled from a topographic map and have
 QK0183.an estimated accuracy of +/- 6 seconds.
 QK0183
 QK0183.The orthometric height was determined by differential leveling
 QK0183.and adjusted by the National Geodetic Survey in June 1991..
 QK0183
 QK0183.The geoid height was determined by GEOID03.
 QK0183
 QK0183.The dynamic height is computed by dividing the NAVD 88
 QK0183.geopotential number by the normal gravity value computed on the
 QK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0183.degrees latitude (g = 980.6199 gals.).
 QK0183
 QK0183.The modeled gravity was interpolated from observed gravity values.
 QK0183
 QK0183;                    North         East    Units  Estimated Accuracy
 QK0183;SPC MI C     -   273,950.    5,972,090.      MT  (+/- 180 meters Scaled)
 QK0183
 QK0183                          SUPERSEDED SURVEY CONTROL
 QK0183
 QK0183.No superseded survey control is available for this station.
 QK0183
 QK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR768722(NAD 83)
 QK0183_MARKER: Z = SEE DESCRIPTION
 QK0183_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0183+WITH SETTING: INTO GROUND
 QK0183_MARK LOGO: USLS  
 QK0183_PROJECTION: RECESSED 15 CENTIMETERS
 QK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0183+STABILITY: SURFACE MOTION
 QK0183_ROD/PIPE-DEPTH: 3.66 meters
 QK0183
 QK0183  HISTORY     - Date     Condition        Report By
 QK0183  HISTORY     - 1969     MONUMENTED       USLS
 QK0183  HISTORY     - 1973     GOOD             USLS
 QK0183  HISTORY     - 1983     GOOD             NGS
 QK0183  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0183
 QK0183                          STATION DESCRIPTION
 QK0183
 QK0183'DESCRIBED BY US LAKE SURVEY 1973
 QK0183'AT MACKINAW CITY.
 QK0183'FIRE IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, NEAR THE
 QK0183'SOUTHWEST CORNER OF THE INTERSECTION OF LANGLADE STREET AND
 QK0183'CENTRAL AVENUE, 2.7 FEET NORTH OF NORTH EDGE OF SIDEWALK NEAR
 QK0183'BUILDING, 1.6 FEET WEST OF WEST EDGE OF SIDEWALK 1.2 FEET FROM
 QK0183'THE SOUTHEAST CORNER OF THE MACKINAW CITY HALL, 1/2-FOOT BELOW
 QK0183'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0183'COPPER-COATED STEEL ROD, 12 FEET LONG.  NOTE-- PREV. DESIG.
 QK0183'FIRE 1969.
 QK0183
 QK0183                          STATION RECOVERY (1983)
 QK0183
 QK0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0183'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0183'CITY, SET ON THE GROUNDS OF THE MUNICIPAL BUILDING AT THE INTERSECTION
 QK0183'OF LANGLADE STREET AND CENTRAL AVENUE, 0.36 METERS (1.2 FT) SOUTHEAST
 QK0183'OF THE SOUTHEAST CORNER OF THE MUNICIPAL BUILDING.
 QK0183'THE MARK IS 0.9 M ABOVE LANGLADE STREET.
 QK0183
 QK0183                          STATION RECOVERY (2003)
 QK0183
 QK0183'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0183'THERE IS A HOLE IN THE GROUND WHERE THE MARKER SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6039 ***********************************************************************
 AC6039  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6039  DESIGNATION -  907 5080 G
 AC6039  PID         -  AC6039
 AC6039  STATE/COUNTY-  MI/CHEBOYGAN
 AC6039  USGS QUAD   -  ST IGNACE (1976)
 AC6039
 AC6039                         *CURRENT SURVEY CONTROL
 AC6039  ___________________________________________________________________
 AC6039* NAD 83(1986)-  45 46 40.     (N)    084 43 16.     (W)     SCALED    
 AC6039* NAVD 88     -       179.108  (meters)     587.62   (feet)  ADJUSTED  
 AC6039  ___________________________________________________________________
 AC6039  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AC6039  DYNAMIC HT  -         179.112 (meters)     587.64  (feet)  COMP
 AC6039  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 AC6039
 AC6039  VERT ORDER  -  SECOND    CLASS I
 AC6039
 AC6039.The horizontal coordinates were scaled from a topographic map and have
 AC6039.an estimated accuracy of +/- 6 seconds.
 AC6039
 AC6039.The orthometric height was determined by differential leveling
 AC6039.and adjusted by the National Geodetic Survey in March 1997..
 AC6039
 AC6039.This Tidal Bench Mark is designated as VM 13071
 AC6039.by the Center for Operational Oceanographic Products and Services.
 AC6039
 AC6039.The geoid height was determined by GEOID03.
 AC6039
 AC6039.The dynamic height is computed by dividing the NAVD 88
 AC6039.geopotential number by the normal gravity value computed on the
 AC6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6039.degrees latitude (g = 980.6199 gals.).
 AC6039
 AC6039.The modeled gravity was interpolated from observed gravity values.
 AC6039
 AC6039;                    North         East    Units  Estimated Accuracy
 AC6039;SPC MI C     -   273,550.    5,972,430.      MT  (+/- 180 meters Scaled)
 AC6039
 AC6039                          SUPERSEDED SURVEY CONTROL
 AC6039
 AC6039.No superseded survey control is available for this station.
 AC6039
 AC6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR771718(NAD 83)
 AC6039_MARKER: DB = BENCH MARK DISK
 AC6039_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6039_SP_SET: SEAWALL
 AC6039_STAMPING: 5080 G 1991
 AC6039_MARK LOGO: NOS   
 AC6039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6039+STABILITY: SURFACE MOTION
 AC6039
 AC6039  HISTORY     - Date     Condition        Report By
 AC6039  HISTORY     - 1991     MONUMENTED       NOS
 AC6039  HISTORY     - 19941006 GOOD             NOS
 AC6039  HISTORY     - 19950920 GOOD             NOS
 AC6039  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 AC6039
 AC6039                          STATION DESCRIPTION
 AC6039
 AC6039'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC6039'IN MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN 0.4 KM (0.25 MI) SOUTH
 AC6039'ALONG HURON AVENUE AND STATE HIGHWAY 23 FROM THE MUNICIPAL BUILDING TO
 AC6039'THE JUNCTION OF WEST RAILROAD AVENUE, THENCE 0.5 KM (0.30 MI) EAST
 AC6039'ALONG A ROAD LEADING TO THE STATE DOCK AND FISHING PIER, 30.0 METERS
 AC6039'(98.4 FT) NORTHWEST OF SOUTHEAST CORNER OF SEAWALL OF STATE DOCK, 5.0
 AC6039'METERS (16.4 FT) EAST OF THE WEST END OF THE CONCRETE RETAINING WALL,
 AC6039'0.5 METERS (1.6 FT) SOUTHWEST OF THE NORTHEAST FACE OF THE CONCRETE
 AC6039'SEAWALL AT THE INSORE END OF CITY FISHING PIER, BM IS A STANDARD NOS
 AC6039'DISC SET VERTICALLY IN CONCRETE SEAWALL 0.7 METERS (2.3 FT) ABOVE
 AC6039'GROUND LEVEL.
 AC6039
 AC6039                          STATION RECOVERY (1995)
 AC6039
 AC6039'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC6039'RECOVERED AS DESCRIBED.
 AC6039
 AC6039                          STATION RECOVERY (2003)
 AC6039
 AC6039'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AC6039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6040 ***********************************************************************
 AC6040  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6040  DESIGNATION -  907 5080 H
 AC6040  PID         -  AC6040
 AC6040  STATE/COUNTY-  MI/CHEBOYGAN
 AC6040  USGS QUAD   -  ST IGNACE (1976)
 AC6040
 AC6040                         *CURRENT SURVEY CONTROL
 AC6040  ___________________________________________________________________
 AC6040* NAD 83(1986)-  45 46 38.     (N)    084 43 13.     (W)     SCALED    
 AC6040* NAVD 88     -       180.220  (meters)     591.27   (feet)  ADJUSTED  
 AC6040  ___________________________________________________________________
 AC6040  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AC6040  DYNAMIC HT  -         180.225 (meters)     591.29  (feet)  COMP
 AC6040  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 AC6040
 AC6040  VERT ORDER  -  SECOND    CLASS I
 AC6040
 AC6040.The horizontal coordinates were scaled from a topographic map and have
 AC6040.an estimated accuracy of +/- 6 seconds.
 AC6040
 AC6040.The orthometric height was determined by differential leveling
 AC6040.and adjusted by the National Geodetic Survey in March 1997..
 AC6040
 AC6040.This Tidal Bench Mark is designated as VM 13072
 AC6040.by the Center for Operational Oceanographic Products and Services.
 AC6040
 AC6040.The geoid height was determined by GEOID03.
 AC6040
 AC6040.The dynamic height is computed by dividing the NAVD 88
 AC6040.geopotential number by the normal gravity value computed on the
 AC6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6040.degrees latitude (g = 980.6199 gals.).
 AC6040
 AC6040.The modeled gravity was interpolated from observed gravity values.
 AC6040
 AC6040;                    North         East    Units  Estimated Accuracy
 AC6040;SPC MI C     -   273,490.    5,972,500.      MT  (+/- 180 meters Scaled)
 AC6040
 AC6040                          SUPERSEDED SURVEY CONTROL
 AC6040
 AC6040.No superseded survey control is available for this station.
 AC6040
 AC6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR772718(NAD 83)
 AC6040_MARKER: DB = BENCH MARK DISK
 AC6040_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC6040+WITH SETTING: PAVEMENT
 AC6040_SP_SET: PIER DECK
 AC6040_STAMPING: 5080 H 1993
 AC6040_MARK LOGO: NOS   
 AC6040_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6040+STABILITY: SURFACE MOTION
 AC6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6040+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 AC6040
 AC6040  HISTORY     - Date     Condition        Report By
 AC6040  HISTORY     - 1993     MONUMENTED       NOS
 AC6040  HISTORY     - 19941006 GOOD             NOS
 AC6040  HISTORY     - 19950920 GOOD             NOS
 AC6040  HISTORY     - 20030607 GOOD             USPSQD
 AC6040
 AC6040                          STATION DESCRIPTION
 AC6040
 AC6040'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC6040'IN MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, 0.4 KM (0.25 MI) SOUTH
 AC6040'ALONG HURON AVENUE AND STATE HIGHWAY 23 FROM THE MUNICIPAL BUILDING TO
 AC6040'THE JUNCTION OF WEST RAILROAD AVENUE, THENCE 0.5 KM (0.30 MI) EAST
 AC6040'ALONG ROAD LEADING TO THE STATE DOCK AND CITY FISHING PIER, ON CITY
 AC6040'FISHING PIER, 5.49 M (18.01 FT) SOUTHWEST OF NORTHERN MOST OF TWO
 AC6040'SMALL BOLLARDS ON PIER DECK, 4.14 M (13.58 FT) SOUTH OF UTILITY POLE,
 AC6040'2.19 M (7.19 FT) WEST-NORTHWEST OF PIER SAFETY LADDER FROM DECK OF
 AC6040'PIER TO WATER SURFACE, BEING A STANDARD NOS DISK SET FLUSH WITH DECK
 AC6040'SURFACE.
 AC6040
 AC6040                          STATION RECOVERY (1995)
 AC6040
 AC6040'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC6040'RECOVERED AS DESCRIBED.
 AC6040
 AC6040                          STATION RECOVERY (2003)
 AC6040
 AC6040'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AC6040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0259 ***********************************************************************
 QK0259  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0259  DESIGNATION -  907 5080 MACKINAW
 QK0259  PID         -  QK0259
 QK0259  STATE/COUNTY-  MI/CHEBOYGAN
 QK0259  USGS QUAD   -  ST IGNACE (1976)
 QK0259
 QK0259                         *CURRENT SURVEY CONTROL
 QK0259  ___________________________________________________________________
 QK0259* NAD 83(1994)-  45 46 40.59935(N)    084 43 22.46507(W)     ADJUSTED  
 QK0259* NAVD 88     -       178.624  (meters)     586.04   (feet)  ADJUSTED  
 QK0259  ___________________________________________________________________
 QK0259  X           -     409,842.366 (meters)                     COMP
 QK0259  Y           -  -4,437,253.799 (meters)                     COMP
 QK0259  Z           -   4,548,170.705 (meters)                     COMP
 QK0259  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 QK0259  ELLIP HEIGHT-         143.17  (meters)          (07/17/02) GPS OBS
 QK0259  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 QK0259  DYNAMIC HT  -         178.628 (meters)     586.05  (feet)  COMP
 QK0259  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 QK0259  OBS GRAVITY -     980,638.3   (mgal)                       GRAV_OBS
 QK0259
 QK0259  HORZ ORDER  -  FIRST
 QK0259  VERT ORDER  -  FIRST     CLASS I
 QK0259  ELLP ORDER  -  FOURTH    CLASS I
 QK0259
 QK0259.The horizontal coordinates were established by GPS observations
 QK0259.and adjusted by the National Geodetic Survey in February 1997..
 QK0259
 QK0259.The orthometric height was determined by differential leveling
 QK0259.and adjusted by the National Geodetic Survey in June 1991..
 QK0259.WARNING-Repeat measurements at this control monument indicate possible
 QK0259.vertical movement.
 QK0259
 QK0259.This Tidal Bench Mark is designated as VM 13070
 QK0259.by the Center for Operational Oceanographic Products and Services.
 QK0259
 QK0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0259
 QK0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0259
 QK0259.The ellipsoidal height was determined by GPS observations
 QK0259.and is referenced to NAD 83.
 QK0259
 QK0259.The geoid height was determined by GEOID03.
 QK0259
 QK0259.The dynamic height is computed by dividing the NAVD 88
 QK0259.geopotential number by the normal gravity value computed on the
 QK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0259.degrees latitude (g = 980.6199 gals.).
 QK0259
 QK0259.The modeled gravity was interpolated from observed gravity values.
 QK0259.The observed gravity was obtained from relative gravimeter ties
 QK0259.to the IGSN71 gravity network.
 QK0259
 QK0259;                    North         East     Units Scale Factor Converg.
 QK0259;SPC MI C     -   273,568.674 5,972,293.834   MT  1.00001896   -0 15 05.9
 QK0259;SPC MI C     -   897,535.02 19,594,139.88   iFT  1.00001896   -0 15 05.9
 QK0259;SPC MI N     -   113,089.060 8,177,060.758   MT  0.99994179   +1 38 45.1
 QK0259;SPC MI N     -   371,027.10 26,827,627.16   iFT  0.99994179   +1 38 45.1
 QK0259;UTM  16      - 5,071,897.649   677,023.379   MT  0.99998527   +1 37 56.2
 QK0259
 QK0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0259!SPC MI C     -   0.99997756  x   1.00001896  =   0.99999651
 QK0259!SPC MI N     -   0.99997756  x   0.99994179  =   0.99991935
 QK0259!UTM  16      -   0.99997756  x   0.99998527  =   0.99996283
 QK0259
 QK0259|---------------------------------------------------------------------|
 QK0259| PID    Reference Object                     Distance      Geod. Az  |
 QK0259|                                                           dddmmss.s |
 QK0259| QK0428 J 299                               289.938 METERS 27359     |
 QK0259|---------------------------------------------------------------------|
 QK0259
 QK0259                          SUPERSEDED SURVEY CONTROL
 QK0259
 QK0259  ELLIP H (02/03/97)  143.26   (m)                       GP(       ) 4 1
 QK0259  NAD 83(1986)-  45 46 40.59519(N)    084 43 22.46797(W) AD(       ) 1
 QK0259  NAD 83(1986)-  45 46 40.59569(N)    084 43 22.46827(W) AD(       ) 3
 QK0259  NAVD 88 (09/30/91)  178.62   (m)          586.0    (f) LEVELING    3  
 QK0259  NGVD 29 (12/10/93)  178.65   (m)          586.1    (f) LEVELING    3  
 QK0259
 QK0259.Superseded values are not recommended for survey control.
 QK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0259.See file dsdata.txt to determine how the superseded data were derived.
 QK0259
 QK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7702371898(NAD 83)
 QK0259_MARKER: DD = SURVEY DISK
 QK0259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0259_SP_SET: MANHOLE COVER BASE
 QK0259_STAMPING: MACKINAW 1942 RCH
 QK0259_MARK LOGO: USLS  
 QK0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0259+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 QK0259
 QK0259  HISTORY     - Date     Condition        Report By
 QK0259  HISTORY     - 1942     MONUMENTED       USLS
 QK0259  HISTORY     - 1973     GOOD             USLS
 QK0259  HISTORY     - 1983     GOOD             NGS
 QK0259  HISTORY     - 19890403 GOOD             NGS
 QK0259  HISTORY     - 19930622 GOOD             NOS
 QK0259  HISTORY     - 19941006 GOOD             NOS
 QK0259  HISTORY     - 19950920 GOOD             NOS
 QK0259  HISTORY     - 20030607 GOOD             USPSQD
 QK0259
 QK0259                          STATION DESCRIPTION
 QK0259
 QK0259'DESCRIBED BY US LAKE SURVEY 1973
 QK0259'AT MACKINAW CITY.
 QK0259'MACKINAW IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON NORTH
 QK0259'SIDE OF THE FORMER STATE FERRY DOCK, ABOUT ABREAST OF FIFTH LIGHT POLE
 QK0259'FROM SHORE END OF THE DOCK, ON THE CONCRETE SIDEWALK, 2.0 FEET
 QK0259'FROM IRON FENCE ALONG NORTH SIDE OF THE DOCK, 0.8 FOOT FROM A
 QK0259'2-FOOT SQUARE IRON MANHOLE CASING, BEING HIGHEST POINT OVER
 QK0259'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 QK0259'NOTE-- PREV. DESIG. MACKINAW 1942.
 QK0259
 QK0259                          STATION RECOVERY (1983)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0259'THE MARK IS 0.18 M ABOVE ROAD.
 QK0259'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0259'CITY, 0.3 KM (0.2 MI) SOUTH ALONG HURON STREET AND STATE HIGHWAY 23
 QK0259'FROM THE MUNICIPAL BUILDING TO THE JUNCTION OF WEST RAILROAD AVENUE
 QK0259'AND A ROAD LEADING EAST TO THE STATE DOCKS, THENCE 0.3 KM (0.2 MI)
 QK0259'EAST TO THE MARK ON THE LEFT, 4.57 METERS (15.0 FT) NORTH OF THE
 QK0259'CENTERLINE OF THE ROAD LEADING TO THE DOCKS, 1.28 METERS (4.2 FT)
 QK0259'NORTH OF THE NORTH CURB OF THE ROAD, AND 0.60 METERS (2.0 FT) SOUTH OF
 QK0259'A CHAIN LINK FENCE.
 QK0259
 QK0259                          STATION RECOVERY (1989)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0259'THE STAION IS LOCATED ABOUT 24.9 KM (15.45 MI) NORTHWEST OF CHEBOYGAN,
 QK0259'10.7 KM (6.65 MI) NORTHEAST OF CARP LAKE AND 0.3 KM (0.20 MI) SOUTH OF
 QK0259'MACKINAW CITY.  OWNERSHIP--STATE OF MICHIGAN.
 QK0259'TO REACH THE STATION FROM THE POST OFFICE IN MACKINAW CITY, GO EAST ON
 QK0259'EAST CENTRAL AVENUE FOR 0.12 KM (0.05 MI) TO A CROSS STREET.  TURN
 QK0259'RIGHT AND GO SOUTH ON HURON STREET FOR 0.42 KM (0.25 MI) TO A PAVED
 QK0259'ROAD ON THE LEFT LEADING TO THE STATE BOAT DOCKS.  TURN LEFT AND GO
 QK0259'EAST ON THE PAVED ROAD AND NORTHEAST THROUGH THE PARKING LOT FOR 0.21
 QK0259'KM (0.15 MI) TO THE STATION ON THE LEFT, IN THE NORTHWEST CORNER OF
 QK0259'THE CONCRETE BASE OF A MANHOLE COVER.
 QK0259'THE STATION IS A STANDARD USLS DISK SET IN A DRILL HOLE IN THE
 QK0259'CONCRETE BASE OF A MANHOLE COVER.  LOCATED 103.7 M (340.2 FT) EAST OF
 QK0259'THE SOUTHEAST CORNER OF A WHITE CONCRETE BLOCK PUMP HOUSE ON THE NORTH
 QK0259'SIDE OF THE PARKING LOT, 10.7 M (35.1 FT) NORTH OF THE NORTH CURB OF
 QK0259'THE PARKING LOT, 9.1 M (29.9 FT) 9.1 M (29.9 FT) NORTHEAST OF A
 QK0259'STREETLIGHT POLE, 0.6 M (2.0 FT) SOUTH OF A FENCE AND 0.27 M (0.9 FT)
 QK0259'WEST OF THE NORTHWEST CORNER OF A METAL MANHOLE COVER.
 QK0259'DESCRIBED BY E.J. HANSMANN.
 QK0259
 QK0259                          STATION RECOVERY (1993)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0259'RECOVERED IN GOOD CONDITION.
 QK0259
 QK0259                          STATION RECOVERY (1994)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0259'THE STAION IS LOCATED ABOUT 24.9 KM (15.45 MI) NORTHWEST OF CHEBOYGAN,
 QK0259'10.7 KM (6.65 MI) NORTHEAST OF CARP LAKE AND 0.3 KM (0.20 MI) SOUTH OF
 QK0259'MACKINAW CITY.  OWNERSHIP--STATE OF MICHIGAN.  TO REACH THE STATION
 QK0259'FROM THE POST OFFICE IN MACKINAW CITY, GO EAST ON EAST CENTRAL AVENUE
 QK0259'FOR 0.12 KM (0.05 MI) TO A CROSS STREET.  TURN RIGHT AND GO SOUTH ON
 QK0259'HURON STREET FOR 0.42 KM (0.25 MI) TO A PAVED ROAD ON THE LEFT LEADING
 QK0259'TO THE STATE BOAT DOCKS.  TURN LEFT AND GO EAST ON THE PAVED ROAD AND
 QK0259'NORTHEAST THROUGH THE PARKING LOT FOR 0.21 KM (0.15 MI) TO THE STATION
 QK0259'ON THE LEFT, IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF A MANHOLE
 QK0259'COVER.  THE STATION IS A STANDARD USLS DISK SET IN A DRILL HOLE IN THE
 QK0259'CONCRETE BASE OF A MANHOLE COVER. LOCATED 103.7 M (340.2 FT) EAST OF
 QK0259'THE SOUTHEAST CORNER OF A WHITE CONCRETE BLOCK PUMP HOUSE ON THE NORTH
 QK0259'SIDE OF THE PARKING LOT, 10.7 M (35.1 FT) NORTH OF THE NORTH CURB OF
 QK0259'THE PARKING LOT, 9.1 M (29.9 FT) 9.1 M (29.9 FT) NORTHEAST OF A
 QK0259'STREETLIGHT POLE, 0.6 M (2.0 FT) SOUTH OF A FENCE AND 0.27 M (0.89 FT)
 QK0259'WEST OF THE NORTHWEST CORNER OF A METAL MANHOLE COVER.  DESCRIBED BY
 QK0259'E.J.  HANSMANN.  99 FT) SOUTH OF THE INSIDE EDGE OF CONCRETE WALL
 QK0259'ALONG NORTHERLY SIDE OF DOCK, AND 0.45 METERS (1.48 FT) SOUTH OF THE
 QK0259'NORTH CURB OF ROAD.
 QK0259
 QK0259                          STATION RECOVERY (1995)
 QK0259
 QK0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0259'RECOVERED AS DESCRIBED.
 QK0259
 QK0259                          STATION RECOVERY (2003)
 QK0259
 QK0259'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0261 ***********************************************************************
 QK0261  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0261  DESIGNATION -  907 5080 SPB
 QK0261  PID         -  QK0261
 QK0261  STATE/COUNTY-  MI/CHEBOYGAN
 QK0261  USGS QUAD   -  ST IGNACE (1976)
 QK0261
 QK0261                         *CURRENT SURVEY CONTROL
 QK0261  ___________________________________________________________________
 QK0261* NAD 83(1986)-  45 46 41.     (N)    084 43 35.     (W)     SCALED    
 QK0261* NAVD 88     -       179.795  (meters)     589.88   (feet)  ADJUSTED  
 QK0261  ___________________________________________________________________
 QK0261  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0261  DYNAMIC HT  -         179.799 (meters)     589.89  (feet)  COMP
 QK0261  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 QK0261
 QK0261  VERT ORDER  -  FIRST     CLASS I
 QK0261
 QK0261.The horizontal coordinates were scaled from a topographic map and have
 QK0261.an estimated accuracy of +/- 6 seconds.
 QK0261
 QK0261.The orthometric height was determined by differential leveling
 QK0261.and adjusted by the National Geodetic Survey in June 1991..
 QK0261
 QK0261.This Tidal Bench Mark is designated as VM 13073
 QK0261.by the Center for Operational Oceanographic Products and Services.
 QK0261
 QK0261.The geoid height was determined by GEOID03.
 QK0261
 QK0261.The dynamic height is computed by dividing the NAVD 88
 QK0261.geopotential number by the normal gravity value computed on the
 QK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0261.degrees latitude (g = 980.6199 gals.).
 QK0261
 QK0261.The modeled gravity was interpolated from observed gravity values.
 QK0261
 QK0261;                    North         East    Units  Estimated Accuracy
 QK0261;SPC MI C     -   273,580.    5,972,020.      MT  (+/- 180 meters Scaled)
 QK0261
 QK0261                          SUPERSEDED SURVEY CONTROL
 QK0261
 QK0261.No superseded survey control is available for this station.
 QK0261
 QK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767719(NAD 83)
 QK0261_MARKER: P = PIPE CAP
 QK0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QK0261_MARK LOGO: USLS  
 QK0261_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0261
 QK0261  HISTORY     - Date     Condition        Report By
 QK0261  HISTORY     - 1931     MONUMENTED       USLS
 QK0261  HISTORY     - 1973     GOOD             USLS
 QK0261  HISTORY     - 1983     GOOD             NGS
 QK0261  HISTORY     - 19930715 GOOD             NOS
 QK0261  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0261
 QK0261                          STATION DESCRIPTION
 QK0261
 QK0261'DESCRIBED BY US LAKE SURVEY 1973
 QK0261'AT MACKINAW CITY.
 QK0261'SPB IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON WEST SIDE
 QK0261'OF HIGHWAY U.S. 23, AT SOUTHWEST CORNER OF STREET INTERSECTION
 QK0261'OPPOSITE THE FORMER STATE FERRY DOCK, ABOUT ON LINE WITH NORTH
 QK0261'SIDE OF SIDEWALK ALONG SOUTH SIDE OF MOST NORTHERLY CONCRETE
 QK0261'ROADWAY ON THE FERRY PIER, 5.5 FEET NORTH OF NORTH EDGE OF
 QK0261'SIDEWALK ALONG THE INTERSECTING STREET, 1.0 FEET WEST OF WEST
 QK0261'EDGE OF SIDEWALK ALONG THE HIGHWAY, FLUSH WITH THE GROUND SURFACE,
 QK0261'BEING HIGHEST POINT ON TOP OF BRASS CAP ON A 2-INCH PIPE, MARKED,
 QK0261'STATE PARK BOUNDARY.  NOTE-- PREV. DESIG. SPB 1931.
 QK0261
 QK0261                          STATION RECOVERY (1983)
 QK0261
 QK0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0261'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0261'CITY, AT THE INTERSECTION OF HURON STREET AND WEST RAILROAD AVENUE,
 QK0261'22.03 METERS (72.3 FT) WEST OF THE CENTERLINE OF HURON AVENUE (STATE
 QK0261'HIGHWAY 23), 7.68 METERS (25.2 FT) SOUTH OF WEST RAILROAD AVENUE,
 QK0261'5.09 METERS (16.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A LARGE
 QK0261'WOOD AND METAL BUILDING (SHOE STORE), AND 0.30 METERS (1.0 FT) WEST OF
 QK0261'THE WEST EDGE OF SIDEWALK.  SET ON A 2-INCH PIPE FLUSH WITH THE
 QK0261'HIGHWAY.
 QK0261'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0261
 QK0261                          STATION RECOVERY (1993)
 QK0261
 QK0261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 QK0261'SPB IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON WEST SIDE OF
 QK0261'HIGHWAY U.S.  23, AT SOUTHWEST CORNER OF STREET INTERSECTION OPPOSITE
 QK0261'THE FORMER STATE FERRY DOCK, ABOUT ON LINE WITH NORTH SIDE OF SIDEWALK
 QK0261'ALONG SOUTH SIDE OF MOST NORTHERLY CONCRETE ROADWAY ON THE FERRY PIER,
 QK0261'5.5 FEET (1.7 M) NORTH OF NORTH EDGE OF SIDEWALK ALONG THE
 QK0261'INTERSECTING STREET, 1.0 FEET (0.3 M) WEST OF WEST EDGE OF SIDEWALK
 QK0261'ALONG THE HIGHWAY, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 QK0261'ON TOP OF BRASS CAP ON A 2-INCH PIPE, MARKED, STATE PARK BOUNDARY.
 QK0261'NOTE-- PREV.  DESIG.  SPB 1931. RECOVERED IN GOOD CONDITION.  NEW
 QK0261'DESCRIPTION FOLLOWS.  IN MACKINAW CITY, AT THE INTERSECTION OF HURON
 QK0261'STREET AND WEST RAILROAD AVENUE, 22.03 METERS (72.28 FT) WEST OF THE
 QK0261'CENTERLINE OF HURON AVENUE (STATE HIGHWAY 23) , 7.68 METERS (25.20 FT)
 QK0261'SOUTH OF WEST RAILROAD AVENUE, 5.09 METERS (16.70 FT) NORTHEAST OF THE
 QK0261'NORTHEAST CORNER OF A LARGE WOOD AND METAL BUILDING (SHOE STORE) , AND
 QK0261'0.30 METERS (0.98 FT) WEST OF THE WEST EDGE OF SIDEWALK.  SET ON A
 QK0261'2-INCH PIPE FLUSH WITH THE HIGHWAY.
 QK0261
 QK0261                          STATION RECOVERY (2003)
 QK0261
 QK0261'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0258 ***********************************************************************
 QK0258  CBN         -  This is a Cooperative Base Network Control Station.
 QK0258  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0258  DESIGNATION -  907 5080 STATE DOCK
 QK0258  PID         -  QK0258
 QK0258  STATE/COUNTY-  MI/CHEBOYGAN
 QK0258  USGS QUAD   -  ST IGNACE (1976)
 QK0258
 QK0258                         *CURRENT SURVEY CONTROL
 QK0258  ___________________________________________________________________
 QK0258* NAD 83(1994)-  45 46 40.16757(N)    084 43 12.31318(W)     ADJUSTED  
 QK0258* NAVD 88     -       178.130  (meters)     584.41   (feet)  ADJUSTED  
 QK0258  ___________________________________________________________________
 QK0258  X           -     410,061.606 (meters)                     COMP
 QK0258  Y           -  -4,437,242.802 (meters)                     COMP
 QK0258  Z           -   4,548,161.064 (meters)                     COMP
 QK0258  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 QK0258  ELLIP HEIGHT-         142.69  (meters)          (07/12/02) GPS OBS
 QK0258  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 QK0258  DYNAMIC HT  -         178.134 (meters)     584.43  (feet)  COMP
 QK0258  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 QK0258
 QK0258  HORZ ORDER  -  B
 QK0258  VERT ORDER  -  FIRST     CLASS I
 QK0258  ELLP ORDER  -  FOURTH    CLASS II
 QK0258
 QK0258.The horizontal coordinates were established by GPS observations
 QK0258.and adjusted by the National Geodetic Survey in September 1995..
 QK0258
 QK0258.The orthometric height was determined by differential leveling
 QK0258.and adjusted by the National Geodetic Survey in June 1991..
 QK0258
 QK0258.This Tidal Bench Mark is designated as VM 13069
 QK0258.by the Center for Operational Oceanographic Products and Services.
 QK0258
 QK0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0258
 QK0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0258
 QK0258.The ellipsoidal height was determined by GPS observations
 QK0258.and is referenced to NAD 83.
 QK0258
 QK0258.The geoid height was determined by GEOID03.
 QK0258
 QK0258.The dynamic height is computed by dividing the NAVD 88
 QK0258.geopotential number by the normal gravity value computed on the
 QK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0258.degrees latitude (g = 980.6199 gals.).
 QK0258
 QK0258.The modeled gravity was interpolated from observed gravity values.
 QK0258
 QK0258;                    North         East     Units Scale Factor Converg.
 QK0258;SPC MI C     -   273,554.384 5,972,513.094   MT  1.00001893   -0 14 58.8
 QK0258;SPC MI C     -   897,488.14 19,594,859.23   iFT  1.00001893   -0 14 58.8
 QK0258;UTM  16      - 5,071,890.575   677,242.983   MT  0.99998623   +1 38 03.5
 QK0258
 QK0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0258!SPC MI C     -   0.99997763  x   1.00001893  =   0.99999656
 QK0258!UTM  16      -   0.99997763  x   0.99998623  =   0.99996386
 QK0258
 QK0258                          SUPERSEDED SURVEY CONTROL
 QK0258
 QK0258  ELLIP H (09/20/95)  142.72   (m)                       GP(       ) 1 2
 QK0258  NAVD 88 (09/20/95)  178.13   (m)          584.4    (f) LEVELING    3  
 QK0258
 QK0258.Superseded values are not recommended for survey control.
 QK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0258.See file dsdata.txt to determine how the superseded data were derived.
 QK0258
 QK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7724371891(NAD 83)
 QK0258_MARKER: Z = SEE DESCRIPTION
 QK0258_SETTING: 0 = UNSPECIFIED SETTING
 QK0258_SP_SET: RAILROAD RAIL
 QK0258_MARK LOGO: USLS  
 QK0258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0258+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 QK0258
 QK0258  HISTORY     - Date     Condition        Report By
 QK0258  HISTORY     - 1931     MONUMENTED       USLS
 QK0258  HISTORY     - 1973     GOOD             USLS
 QK0258  HISTORY     - 1983     GOOD             NGS
 QK0258  HISTORY     - 19940819 GOOD             NGS
 QK0258  HISTORY     - 19941006 GOOD             NOS
 QK0258  HISTORY     - 19950920 GOOD             NOS
 QK0258  HISTORY     - 20030607 GOOD             USPSQD
 QK0258
 QK0258                          STATION DESCRIPTION
 QK0258
 QK0258'DESCRIBED BY US LAKE SURVEY 1973
 QK0258'AT MACKINAW CITY.
 QK0258'STATE DOCK IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON NORTH
 QK0258'SIDE OF THE FORMER STATE FERRY DOCK, ABOUT 123 FEET TOWARD SHORE
 QK0258'FROM THE LAKE SURVEY GATE HOUSE, 11.0 FEET FROM INSIDE EDGE
 QK0258'OF CONCRETE WALL ALONG NORTHERLY SIDE OF THE DOCK, 1.5 FEET
 QK0258'FROM CURB, UNDER 9-INCH DIAMETER IRON PLATE IN THE ROADWAY
 QK0258'PAVEMENT, 1.1 FEET BELOW THE PAVEMENT, BEING HIGHEST POINT ON
 QK0258'TOP OF END OF A RAILROAD RAIL (HIGHEST POINT BEING AT WEST SIDE
 QK0258'OF HEAD OF THE RAIL).  NOTE-- PREV. DESIG. STATE DOCK 1931.
 QK0258
 QK0258                          STATION RECOVERY (1983)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0258'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW
 QK0258'CITY, 0.3 KM (0.2 MI) SOUTH ALONG HURON AVENUE AND STATE HIGHWAY 23
 QK0258'FROM THE MUNICIPAL BUILDING TO THE JUNCTION OF WEST RAILROAD AVENUE,
 QK0258'THENCE 0.6 KM (0.35 MI) EAST ALONG A ROAD LEADING TO THE STATE DOCK
 QK0258'AND THE ARNOLD FERRY DOCK LANDING, BEING THE HIGHEST POINT ON TOP OF A
 QK0258'RAILROAD RAIL (WEST SIDE OF HEAD OF THE RAIL), ENCASED IN A 6-INCH
 QK0258'DIAMETER IRON PIPE WITH A 9-INCH DIAMETER METAL COVER, 37.49 METERS
 QK0258'(123.0 FT) WEST OF GAGE HOUSE, 3.35 METERS (11.0 FT) SOUTH OF THE
 QK0258'INSIDE EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF DOCK, AND
 QK0258'0.45 METERS (1.5 FT) SOUTH OF THE NORTH CURB OF ROAD.
 QK0258'THE MARK IS 0.45 M BELOW ROAD.
 QK0258
 QK0258                          STATION RECOVERY (1994)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0258'STATION IS LOCATED IN QUAD 450844, IN MACKINAW CITY.  IT IS IN SECTION
 QK0258'18, T 39 N, R 3 W, MACKINAW TOWNSHIP.  OWNERSHIP--STATE DEPARTMENT OF
 QK0258'TRANSPORTATION.  TO REACH FROM THE MUNICIPAL BUILDING IN MACKINAW
 QK0258'CITY, GO SOUTH ALONG HURON AVENUE AND STATE HIGHWAY 23 FOR 0.3 KM
 QK0258'(0.20 MI) TO THE JUNCTION OF WEST RAILROAD AVENUE.  TURN LEFT, EAST,
 QK0258'FOR 0.4 KM (0.25 MI) ALONG A ROAD LEADING TO THE STATE DOCK AND THE
 QK0258'ARNOLD FERRY DOCK LANDING AND THE STATION, SET IN ROAD.  THE STATION
 QK0258'MARK IS A PUNCH HOLE ON TOP OF A RAILROAD RAIL (WEST SIDE OF HEAD OF
 QK0258'THE RAIL AND 0.03 M (0.10 FT) NORTH OF THE SOUTH EDGE OF PIPE) ,
 QK0258'ENCASED IN A 6-IN DIAMETER IRON PIPE WITH A 9-IN DIAMETER METAL COVER,
 QK0258'37.49 M (123.00 FT) WEST OF GAGE HOUSE, 3.35 M (10.99 FT) SOUTH OF THE
 QK0258'INSIDE EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF DOCK AND 0.45 M
 QK0258'(1.48 FT) SOUTH OF THE NORTH CURB OF ROAD, AND 0.35 M (1.15 FT) BELOW
 QK0258'THE CONCRETE ROAD SURFACE.
 QK0258
 QK0258                          STATION RECOVERY (1994)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0258'STATE DOCK IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON NORTH
 QK0258'SIDE OF THE FORMER STATE FERRY DOCK, ABOUT 123 FEET (37.5 M) TOWARD
 QK0258'SHORE FROM THE LAKE SURVEY GATE HOUSE, 11.0 FEET (3.4 M) FROM INSIDE
 QK0258'EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF THE DOCK, 1.5 FEET (0.5
 QK0258'M) FROM CURB, UNDER 9-INCH DIAMETER IRON PLATE IN THE ROADWAY
 QK0258'PAVEMENT, 1.1 FEET (0.3 M) BELOW THE PAVEMENT, BEING HIGHEST POINT ON
 QK0258'TOP OF END OF A RAILROAD RAIL (HIGHEST POINT BEING AT WEST SIDE OF
 QK0258'HEAD OF THE RAIL) .  NOTE-- PREV.  DESIG.  STATE DOCK 1931. RECOVERED
 QK0258'IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN MACKINAW CITY, 0.3 KM
 QK0258'(0.20 MI) SOUTH ALONG HURON AVENUE AND STATE HIGHWAY 23 FROM THE
 QK0258'MUNICIPAL BUILDING TO THE JUNCTION OF WEST RAILROAD AVENUE, THENCE 0.6
 QK0258'KM (0.35 MI) EAST ALONG A ROAD LEADING TO THE STATE DOCK AND THE
 QK0258'ARNOLD FERRY DOCK LANDING, BEING THE HIGHEST POINT ON TOP OF A
 QK0258'RAILROAD RAIL (WEST SIDE OF HEAD OF THE RAIL) , ENCASED IN A 6-INCH
 QK0258'DIAMETER IRON PIPE WITH A 9-INCH DIAMETER METAL COVER, 37.49 METERS
 QK0258'(123.00 FT) WEST OF GAGE HOUSE, 3.35 METERS (10.99 FT) SOUTH OF THE
 QK0258'INSIDE EDGE OF CONCRETE WALL ALONG NORTHERLY SIDE OF DOCK, AND 0.45
 QK0258'METERS (1.48 FT) SOUTH OF THE NORTH CURB OF ROAD.
 QK0258
 QK0258                          STATION RECOVERY (1995)
 QK0258
 QK0258'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0258'RECOVERED AS DESCRIBED.
 QK0258
 QK0258                          STATION RECOVERY (2003)
 QK0258
 QK0258'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0258'COVER IS MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0421 ***********************************************************************
 QK0421  DESIGNATION -  907 5085 F
 QK0421  PID         -  QK0421
 QK0421  STATE/COUNTY-  MI/MACKINAC
 QK0421  USGS QUAD   -  ST IGNACE (1976)
 QK0421
 QK0421                         *CURRENT SURVEY CONTROL
 QK0421  ___________________________________________________________________
 QK0421* NAD 83(1986)-  45 52 00.     (N)    084 43 12.     (W)     SCALED    
 QK0421* NAVD 88     -       178.680  (meters)     586.22   (feet)  ADJUSTED  
 QK0421  ___________________________________________________________________
 QK0421  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0421  DYNAMIC HT  -         178.687 (meters)     586.24  (feet)  COMP
 QK0421  MODELED GRAV-     980,649.7   (mgal)                       NAVD 88
 QK0421
 QK0421  VERT ORDER  -  FIRST     CLASS 0
 QK0421
 QK0421.The horizontal coordinates were scaled from a topographic map and have
 QK0421.an estimated accuracy of +/- 6 seconds.
 QK0421
 QK0421.The orthometric height was determined by differential leveling
 QK0421.and adjusted by the National Geodetic Survey in June 1991..
 QK0421
 QK0421.The geoid height was determined by GEOID03.
 QK0421
 QK0421.The dynamic height is computed by dividing the NAVD 88
 QK0421.geopotential number by the normal gravity value computed on the
 QK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0421.degrees latitude (g = 980.6199 gals.).
 QK0421
 QK0421.The modeled gravity was interpolated from observed gravity values.
 QK0421
 QK0421;                    North         East    Units  Estimated Accuracy
 QK0421;SPC MI N     -   122,950.    8,177,000.      MT  (+/- 180 meters Scaled)
 QK0421
 QK0421                          SUPERSEDED SURVEY CONTROL
 QK0421
 QK0421.No superseded survey control is available for this station.
 QK0421
 QK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR769817(NAD 83)
 QK0421_MARKER: DD = SURVEY DISK
 QK0421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0421_SP_SET: SIDEWALK
 QK0421_STAMPING: 5085 F 1978
 QK0421_MARK LOGO: NOS   
 QK0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0421
 QK0421  HISTORY     - Date     Condition        Report By
 QK0421  HISTORY     - 1978     MONUMENTED       NOS
 QK0421  HISTORY     - 1983     GOOD             NGS
 QK0421  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 QK0421  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0421
 QK0421                          STATION DESCRIPTION
 QK0421
 QK0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0421'IN ST IGNACE.
 QK0421'IN ST. IGNACE, 0.5 KM (0.3 MI) NORTHWEST ALONG STATE STREET AND
 QK0421'INTERSTATE HIGHWAY 75 BUSINESS FROM THE POST OFFICE, AT THE
 QK0421'MICHIGAN STATE WATERWAYS COMMISSION, ST. IGNACE PUBLIC DOCK, SET FLUSH
 QK0421'IN SIDEWALK ON THE EAST SIDE OF BATH HOUSE, 19.38 METERS (63.6 FT)
 QK0421'SOUTH OF THE NORTH EDGE OF A WOODEN WALKWAY ON THE SOUTH SIDE OF THE
 QK0421'DOCK, 3.62 METERS (11.9 FT) EAST OF THE NORTHEAST CORNER OF THE BATH
 QK0421'HOUSE, 11.46 METERS (37.6 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 QK0421'BATH HOUSE, AND 0.27 METERS (0.9 FT) WEST OF THE EAST EDGE OF THE
 QK0421'CURB.
 QK0421'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 QK0421
 QK0421                          STATION RECOVERY (1995)
 QK0421
 QK0421'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0421'MARK NOT FOUND.
 QK0421
 QK0421                          STATION RECOVERY (1995)
 QK0421
 QK0421'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0236 ***********************************************************************
 QK0236  DESIGNATION -  907 5085 IGNATIUS USLS
 QK0236  PID         -  QK0236
 QK0236  STATE/COUNTY-  MI/MACKINAC
 QK0236  USGS QUAD   -  ST IGNACE (1976)
 QK0236
 QK0236                         *CURRENT SURVEY CONTROL
 QK0236  ___________________________________________________________________
 QK0236* NAD 83(1986)-  45 51 55.     (N)    084 43 19.     (W)     SCALED    
 QK0236* NAVD 88     -       189.710  (meters)     622.41   (feet)  ADJUSTED  
 QK0236  ___________________________________________________________________
 QK0236  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0236  DYNAMIC HT  -         189.718 (meters)     622.43  (feet)  COMP
 QK0236  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 QK0236
 QK0236  VERT ORDER  -  FIRST     CLASS 0
 QK0236
 QK0236.The horizontal coordinates were scaled from a topographic map and have
 QK0236.an estimated accuracy of +/- 6 seconds.
 QK0236
 QK0236.The orthometric height was determined by differential leveling
 QK0236.and adjusted by the National Geodetic Survey in June 1991..
 QK0236.WARNING-Repeat measurements at this control monument indicate possible
 QK0236.vertical movement.
 QK0236
 QK0236.The geoid height was determined by GEOID03.
 QK0236
 QK0236.The dynamic height is computed by dividing the NAVD 88
 QK0236.geopotential number by the normal gravity value computed on the
 QK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0236.degrees latitude (g = 980.6199 gals.).
 QK0236
 QK0236.The modeled gravity was interpolated from observed gravity values.
 QK0236
 QK0236;                    North         East    Units  Estimated Accuracy
 QK0236;SPC MI N     -   122,790.    8,176,860.      MT  (+/- 180 meters Scaled)
 QK0236
 QK0236                          SUPERSEDED SURVEY CONTROL
 QK0236
 QK0236.No superseded survey control is available for this station.
 QK0236
 QK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR768816(NAD 83)
 QK0236_MARKER: Q = CHISELED SQUARE
 QK0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0236_SP_SET: BUILDING
 QK0236_MARK LOGO: USLS  
 QK0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0236+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2003
 QK0236
 QK0236  HISTORY     - Date     Condition        Report By
 QK0236  HISTORY     - UNK      MONUMENTED       USLS
 QK0236  HISTORY     - 1972     GOOD             NGS
 QK0236  HISTORY     - 1983     GOOD             NGS
 QK0236  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0236  HISTORY     - 20030109 GOOD             MIDT
 QK0236
 QK0236                          STATION DESCRIPTION
 QK0236
 QK0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0236'AT ST IGNACE.
 QK0236'AT ST IGNACE, AT THE SOUTHWEST CORNER OF THE JUNCTION OF SPRING
 QK0236'AND CHURCH STREET, ON THE TOP OF THE NORTHEAST CORNER OF THE
 QK0236'WATER TABLE AT THE NORTHEAST CORNER OF THE ST IGNATIUS CHURCH,
 QK0236'(A LARGE ONE-STORY BRICK BUILDING), 47.3 FEET WEST OF THE WEST
 QK0236'CURB LINE OF CHURCH STREET, 27 FEET SOUTH OF THE SOUTH CURB OF
 QK0236'SPRING STREET AND 2.3 FEET ABOVE THE LEVEL OF THE GROUND, A
 QK0236'1-INCH OUTLINED SQUARE.
 QK0236
 QK0236                          STATION RECOVERY (1983)
 QK0236
 QK0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0236'0.3 KM (0.2 MI) NORTH ALONG STATE STREET FROM THE POST OFFICE, THENCE
 QK0236'0.2 KM (0.1 MI) WEST ALONG SPRING STREET TO CHURCH STREET, IN THE
 QK0236'NORTHWEST CORNER OF THE ST. IGNATIUS CHURCH IN THE WATER TABLE,
 QK0236'20.11 METERS (66.0 FT) WEST OF THE CENTERLINE OF CHURCH STREET, AND
 QK0236'14.93 METERS (49.0 FT) SOUTH OF THE CENTERLINE OF SPRING STREET.
 QK0236'THE MARK IS 0.92 M ABOVE GROUND.
 QK0236
 QK0236                          STATION RECOVERY (2002)
 QK0236
 QK0236'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0236'MARK NOT FOUND.
 QK0236
 QK0236                          STATION RECOVERY (2003)
 QK0236
 QK0236'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (LEW)
 QK0236'UPDATE TO PREVIOUS REPORT OF 06/05/2002. FOUND 1-INCH OUTLINED SQUARE,
 QK0236'3.3 FEET ABOVE GROUND, ON TOP OF NORTHEAST CORNER OF WATER TABLE AT
 QK0236'NORTHEAST CORNER OF ST. IGNATIUS CATHOLIC CHURCH AND BY THE
 QK0236'CORNERSTONE OF CHURCH. WATER TABLE IS PAINTED WHITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0239 ***********************************************************************
 QK0239  DESIGNATION -  907 5085 MULCRONE USLS
 QK0239  PID         -  QK0239
 QK0239  STATE/COUNTY-  MI/MACKINAC
 QK0239  USGS QUAD   -  ST IGNACE (1976)
 QK0239
 QK0239                         *CURRENT SURVEY CONTROL
 QK0239  ___________________________________________________________________
 QK0239* NAD 83(1986)-  45 51 54.     (N)    084 43 12.     (W)     SCALED    
 QK0239* NAVD 88     -       183.316  (meters)     601.43   (feet)  ADJUSTED  
 QK0239  ___________________________________________________________________
 QK0239  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0239  DYNAMIC HT  -         183.323 (meters)     601.45  (feet)  COMP
 QK0239  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 QK0239
 QK0239  VERT ORDER  -  FIRST     CLASS 0
 QK0239
 QK0239.The horizontal coordinates were scaled from a topographic map and have
 QK0239.an estimated accuracy of +/- 6 seconds.
 QK0239
 QK0239.The orthometric height was determined by differential leveling
 QK0239.and adjusted by the National Geodetic Survey in June 1991..
 QK0239.WARNING-Repeat measurements at this control monument indicate possible
 QK0239.vertical movement.
 QK0239
 QK0239.The geoid height was determined by GEOID03.
 QK0239
 QK0239.The dynamic height is computed by dividing the NAVD 88
 QK0239.geopotential number by the normal gravity value computed on the
 QK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0239.degrees latitude (g = 980.6199 gals.).
 QK0239
 QK0239.The modeled gravity was interpolated from observed gravity values.
 QK0239
 QK0239;                    North         East    Units  Estimated Accuracy
 QK0239;SPC MI N     -   122,770.    8,177,010.      MT  (+/- 180 meters Scaled)
 QK0239
 QK0239                          SUPERSEDED SURVEY CONTROL
 QK0239
 QK0239.No superseded survey control is available for this station.
 QK0239
 QK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR769815(NAD 83)
 QK0239_MARKER: Q = CHISELED SQUARE
 QK0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0239_SP_SET: CONCRETE FOUNDATION
 QK0239_MARK LOGO: USLS  
 QK0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0239+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0239
 QK0239  HISTORY     - Date     Condition        Report By
 QK0239  HISTORY     - 1926     MONUMENTED       USLS
 QK0239  HISTORY     - 1972     GOOD             NGS
 QK0239  HISTORY     - 1983     GOOD             NGS
 QK0239  HISTORY     - 19950701 GOOD             USPSQD
 QK0239  HISTORY     - 20020605 GOOD             MIDT
 QK0239  HISTORY     - 20060830 GOOD             USPSQD
 QK0239
 QK0239                          STATION DESCRIPTION
 QK0239
 QK0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0239'AT ST IGNACE.
 QK0239'AT ST IGNACE, IN THE NORTHWEST CORNER OF THE JUNCTION OF STATE
 QK0239'STREET AND MC CANN STREET, ON THE TOP OF A CONCRETE FOUNDATION
 QK0239'WHICH PROJECTS OUT OF THE WALL FOR A LARGE ONE STORY BRICK
 QK0239'BUILDING, 150 FEET WEST OF THE CENTER LINE OF STATE STREET, 141
 QK0239'FEET NORTH OF THE CENTER LINE OF MC CANN STREET, 2.7 FEET SOUTH
 QK0239'OF THE NORTHEAST CORNER OF THE BUILDING 2.4 FEET ABOVE THE LEVEL
 QK0239'OF THE GROUND AND 5 FEET ABOVE THE LEVEL OF STATE STREET, A
 QK0239'1 1/4 INCH OUTLINED SQUARE.
 QK0239
 QK0239                          STATION RECOVERY (1983)
 QK0239
 QK0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0239'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0239'0.2 KM (0.1 MI) NORTH ALONG STATE STREET FROM THE POST OFFICE, A
 QK0239'CHISELED SQUARE SET IN THE TOP OF THE WATER TABLE AT THE NORTHEAST
 QK0239'CORNER OF A LARGE BRICK BUILDING (THE MULCRONE BUILDING, WITH A CEMENT
 QK0239'BLOCK BUILDING THAT IS A CAR WASH), 44.80 METERS (147.0 FT) NORTH OF
 QK0239'THE CENTERLINE OF MCCANN STREET, 44.50 METERS (146.0 FT) WEST OF THE
 QK0239'CENTERLINE OF STATE STREET, 15.91 METERS (52.2 FT) NORTH OF THE
 QK0239'NORTHWEST CORNER OF THE CAR WASH, AND 0.82 METERS (2.7 FT) SOUTHWEST
 QK0239'OF THE NORTHEAST CORNER OF THE BUILDING.
 QK0239'THE MARK IS 0.6 M ABOVE GROUND.
 QK0239
 QK0239                          STATION RECOVERY (1995)
 QK0239
 QK0239'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0239'RECOVERED IN GOOD CONDITION.
 QK0239
 QK0239                          STATION RECOVERY (2002)
 QK0239
 QK0239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0239'RECOVERED IN GOOD CONDITION.
 QK0239
 QK0239                          STATION RECOVERY (2006)
 QK0239
 QK0239'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0237 ***********************************************************************
 QK0237  DESIGNATION -  907 5085 SCHOOL USLS
 QK0237  PID         -  QK0237
 QK0237  STATE/COUNTY-  MI/MACKINAC
 QK0237  USGS QUAD   -  ST IGNACE (1976)
 QK0237
 QK0237                         *CURRENT SURVEY CONTROL
 QK0237  ___________________________________________________________________
 QK0237* NAD 83(1986)-  45 51 57.     (N)    084 43 26.     (W)     SCALED    
 QK0237* NAVD 88     -       190.264  (meters)     624.22   (feet)  ADJUSTED  
 QK0237  ___________________________________________________________________
 QK0237  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0237  DYNAMIC HT  -         190.271 (meters)     624.25  (feet)  COMP
 QK0237  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 QK0237
 QK0237  VERT ORDER  -  FIRST     CLASS 0
 QK0237
 QK0237.The horizontal coordinates were scaled from a topographic map and have
 QK0237.an estimated accuracy of +/- 6 seconds.
 QK0237
 QK0237.The orthometric height was determined by differential leveling
 QK0237.and adjusted by the National Geodetic Survey in June 1991..
 QK0237
 QK0237.The geoid height was determined by GEOID03.
 QK0237
 QK0237.The dynamic height is computed by dividing the NAVD 88
 QK0237.geopotential number by the normal gravity value computed on the
 QK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0237.degrees latitude (g = 980.6199 gals.).
 QK0237
 QK0237.The modeled gravity was interpolated from observed gravity values.
 QK0237
 QK0237;                    North         East    Units  Estimated Accuracy
 QK0237;SPC MI N     -   122,850.    8,176,700.      MT  (+/- 180 meters Scaled)
 QK0237
 QK0237                          SUPERSEDED SURVEY CONTROL
 QK0237
 QK0237  NGVD 29 (??/??/92)  190.30   (m)          624.3    (f) COMPUTED    1 0
 QK0237
 QK0237.Superseded values are not recommended for survey control.
 QK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0237.See file dsdata.txt to determine how the superseded data were derived.
 QK0237
 QK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766816(NAD 83)
 QK0237_MARKER: Z = SEE DESCRIPTION
 QK0237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0237_SP_SET: 8 FEET
 QK0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0237
 QK0237  HISTORY     - Date     Condition        Report By
 QK0237  HISTORY     - UNK      MONUMENTED       USLS
 QK0237  HISTORY     - 1972     GOOD             NGS
 QK0237  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0237  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0237
 QK0237                          STATION DESCRIPTION
 QK0237
 QK0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0237'AT ST IGNACE.
 QK0237'AT ST IGNACE, ABOUT 0.1 MILE WEST OF THE JUNCTION OF SPRING AND
 QK0237'CHURCH STREET, ON THE GROUNDS OF THE LA SALLE HIGH SCHOOL,
 QK0237'81 1/2 FEET NORTH OF THE CENTER LINE OF SPRING STREET, 45.6 FEET
 QK0237'NORTH OF THE NORTH EDGE OF A SIDEWALK, 87 1/2 FEET EAST OF THE
 QK0237'SOUTHEAST CORNER OF THE EAST WING OF THE SCHOOL, 71.6 FEET
 QK0237'SOUTHEAST OF THE SOUTHWEST CORNER OF A SMALL BRICK BUILDING,
 QK0237'1 FOOT ABOVE THE LEVEL OF THE STREET, THE TOP OF A 1 INCH ROD
 QK0237'THAT IS 1 FOOT UNDERGROUND AND DRIVEN TO A DEPTH OF 8 FEET.
 QK0237
 QK0237                          STATION RECOVERY (1983)
 QK0237
 QK0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0237'NOT RECOVERED, AN ASPHALT PARKING LOT HAS BEEN BUILT OVER THE BENCH
 QK0237'MARK AREA.
 QK0237
 QK0237                          STATION RECOVERY (2002)
 QK0237
 QK0237'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0238 ***********************************************************************
 QK0238  DESIGNATION -  907 5085 SPRING USLS
 QK0238  PID         -  QK0238
 QK0238  STATE/COUNTY-  MI/MACKINAC
 QK0238  USGS QUAD   -  ST IGNACE (1976)
 QK0238
 QK0238                         *CURRENT SURVEY CONTROL
 QK0238  ___________________________________________________________________
 QK0238* NAD 83(1986)-  45 51 55.     (N)    084 43 28.     (W)     SCALED    
 QK0238* NAVD 88     -       189.478  (meters)     621.65   (feet)  ADJUSTED  
 QK0238  ___________________________________________________________________
 QK0238  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0238  DYNAMIC HT  -         189.485 (meters)     621.67  (feet)  COMP
 QK0238  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 QK0238
 QK0238  VERT ORDER  -  FIRST     CLASS 0
 QK0238
 QK0238.The horizontal coordinates were scaled from a topographic map and have
 QK0238.an estimated accuracy of +/- 6 seconds.
 QK0238
 QK0238.The orthometric height was determined by differential leveling
 QK0238.and adjusted by the National Geodetic Survey in June 1991..
 QK0238
 QK0238.The geoid height was determined by GEOID03.
 QK0238
 QK0238.The dynamic height is computed by dividing the NAVD 88
 QK0238.geopotential number by the normal gravity value computed on the
 QK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0238.degrees latitude (g = 980.6199 gals.).
 QK0238
 QK0238.The modeled gravity was interpolated from observed gravity values.
 QK0238
 QK0238;                    North         East    Units  Estimated Accuracy
 QK0238;SPC MI N     -   122,790.    8,176,660.      MT  (+/- 180 meters Scaled)
 QK0238
 QK0238                          SUPERSEDED SURVEY CONTROL
 QK0238
 QK0238  NGVD 29 (??/??/92)  189.52   (m)          621.8    (f) COMPUTED    1 0
 QK0238
 QK0238.Superseded values are not recommended for survey control.
 QK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0238.See file dsdata.txt to determine how the superseded data were derived.
 QK0238
 QK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766815(NAD 83)
 QK0238_MARKER: Z = SEE DESCRIPTION
 QK0238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0238_SP_SET: 30 FEET
 QK0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0238
 QK0238  HISTORY     - Date     Condition        Report By
 QK0238  HISTORY     - UNK      MONUMENTED       USLS
 QK0238  HISTORY     - 1972     GOOD             NGS
 QK0238  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0238  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0238
 QK0238                          STATION DESCRIPTION
 QK0238
 QK0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0238'AT ST IGNACE.
 QK0238'AT ST IGNACE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 QK0238'SPRING AND CHAMBERS STREET, ACROSS THE STREET FROM THE SOUTHWEST
 QK0238'CORNER OF THE LA SALLE HIGH SCHOOL, AT THE NORTHEAST CORNER OF
 QK0238'A CHAIN LINK FENCE AROUND AN ATHLETIC FIELD, 32 FEET WEST OF THE
 QK0238'CENTER LINE OF CHAMBERS STREET, 23 1/2 FEET SOUTH OF THE CENTER
 QK0238'LINE OF SPRING STREET, 2 FEET EAST OF A FENCE CORNER POST, IN
 QK0238'LINE WITH AN EAST-WEST FENCE, ABOUT LEVEL WITH THE STREETS, THE
 QK0238'TOP OF A COPPER COATED STEEL ROD, THAT IS 1/2 FOOT UNDERGROUND
 QK0238'AND DRIVEN TO A DEPTH OF 30 FEET.
 QK0238
 QK0238                          STATION RECOVERY (1983)
 QK0238
 QK0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0238'NOT RECOVERED, CONSIDERED DESTROYED BY SEWER CONSTRUCTION.
 QK0238
 QK0238                          STATION RECOVERY (2002)
 QK0238
 QK0238'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0245 ***********************************************************************
 QK0245  DESIGNATION -  907 5085 TURN USLS
 QK0245  PID         -  QK0245
 QK0245  STATE/COUNTY-  MI/MACKINAC
 QK0245  USGS QUAD   -  ST IGNACE (1976)
 QK0245
 QK0245                         *CURRENT SURVEY CONTROL
 QK0245  ___________________________________________________________________
 QK0245* NAD 83(1986)-  45 51 48.     (N)    084 43 04.     (W)     SCALED    
 QK0245* NAVD 88     -       178.918  (meters)     587.00   (feet)  ADJUSTED  
 QK0245  ___________________________________________________________________
 QK0245  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0245  DYNAMIC HT  -         178.925 (meters)     587.02  (feet)  COMP
 QK0245  MODELED GRAV-     980,649.2   (mgal)                       NAVD 88
 QK0245
 QK0245  VERT ORDER  -  FIRST     CLASS 0
 QK0245
 QK0245.The horizontal coordinates were scaled from a topographic map and have
 QK0245.an estimated accuracy of +/- 6 seconds.
 QK0245
 QK0245.The orthometric height was determined by differential leveling
 QK0245.and adjusted by the National Geodetic Survey in June 1991..
 QK0245
 QK0245.The geoid height was determined by GEOID03.
 QK0245
 QK0245.The dynamic height is computed by dividing the NAVD 88
 QK0245.geopotential number by the normal gravity value computed on the
 QK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0245.degrees latitude (g = 980.6199 gals.).
 QK0245
 QK0245.The modeled gravity was interpolated from observed gravity values.
 QK0245
 QK0245;                    North         East    Units  Estimated Accuracy
 QK0245;SPC MI N     -   122,590.    8,177,190.      MT  (+/- 180 meters Scaled)
 QK0245
 QK0245                          SUPERSEDED SURVEY CONTROL
 QK0245
 QK0245.No superseded survey control is available for this station.
 QK0245
 QK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR771813(NAD 83)
 QK0245_MARKER: Z = SEE DESCRIPTION
 QK0245_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0245_SP_SET: 8 FEET
 QK0245_MARK LOGO: USLS  
 QK0245_PROJECTION: RECESSED 9 CENTIMETERS
 QK0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0245_ROD/PIPE-DEPTH: 2.43 meters
 QK0245
 QK0245  HISTORY     - Date     Condition        Report By
 QK0245  HISTORY     - 1950     MONUMENTED       USLS
 QK0245  HISTORY     - 1972     GOOD             NGS
 QK0245  HISTORY     - 1983     GOOD             NGS
 QK0245  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 QK0245  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0245  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0245
 QK0245                          STATION DESCRIPTION
 QK0245
 QK0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0245'AT ST IGNACE.
 QK0245'AT ST IGNACE, ABOUT 100 YARDS NORTHEAST OF AND ACROSS STATE
 QK0245'STREET FROM THE POST OFFICE BUILDING, AT THE SOUTHEAST CORNER
 QK0245'OF A LARGE RED FRAME RAILROAD ENGINE HOUSE, 73 1/2 FEET NORTH
 QK0245'OF THE NORTH CORNER OF A TURN TABLE, 8 1/2 FEET NORTHEAST OF THE
 QK0245'EAST ONE OF TWO 4-FOOT HIGH VERTICAL RAILS, 1.1 FEET EAST OF
 QK0245'THE SOUTHEAST CORNER OF THE BUILDING, 1 FOOT BELOW THE LEVEL
 QK0245'OF THE STREET, A 1-1/4-INCH IRON ROD 1/2 FOOT BELOW THE LEVEL
 QK0245'OF THE GROUND AND DRIVEN TO A DEPTH OF 8 FEET.
 QK0245
 QK0245                          STATION RECOVERY (1983)
 QK0245
 QK0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0245'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0245'73.15 METERS (240.0 FT) NORTHEAST AND ACROSS SOUTH STATE STREET FROM
 QK0245'THE POST OFFICE, AT THE SOO LINE RAILROAD YARD, 0.1 KM (0.05 MI)
 QK0245'SOUTHWEST OF THE OLD DEPOT, THE MARK IS THE HIGH POINT ON TOP OF A 1
 QK0245'1/4 INCH DIAMETER IRON ROD, 24.38 METERS (80.0 FT) NORTH-NORTHEAST OF
 QK0245'A POWERLINE POLE WITH TRANSFORMER, 22.25 METERS (73.0 FT) NORTH OF THE
 QK0245'NORTH END OF A BRIDGE OVER TURNTABLE, 2.68 METERS (8.8 FT) EAST OF THE
 QK0245'EAST RAIL ENTERING THE OLD FOUNDATION, AND 0.36 METERS (1.2 FT)
 QK0245'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE OLD FOUNDATION.
 QK0245'THE MARK IS 1.1 METERS  S FROM A WITNESS POST.
 QK0245'THE MARK IS 0.9 M BELOW GROUND.
 QK0245
 QK0245                          STATION RECOVERY (1995)
 QK0245
 QK0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0245'MARK NOT FOUND.
 QK0245
 QK0245                          STATION RECOVERY (1995)
 QK0245
 QK0245'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0245'MARK NOT FOUND.
 QK0245
 QK0245                          STATION RECOVERY (2002)
 QK0245
 QK0245'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0411 ***********************************************************************
 QK0411  DESIGNATION -  907 5092 D
 QK0411  PID         -  QK0411
 QK0411  STATE/COUNTY-  MI/MACKINAC
 QK0411  USGS QUAD   -  CEDARVILLE (1975)
 QK0411
 QK0411                         *CURRENT SURVEY CONTROL
 QK0411  ___________________________________________________________________
 QK0411* NAD 83(1986)-  45 59 47.     (N)    084 21 42.     (W)     SCALED    
 QK0411* NAVD 88     -       177.884  (meters)     583.61   (feet)  ADJUSTED  
 QK0411  ___________________________________________________________________
 QK0411  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0411  DYNAMIC HT  -         177.890 (meters)     583.63  (feet)  COMP
 QK0411  MODELED GRAV-     980,649.0   (mgal)                       NAVD 88
 QK0411
 QK0411  VERT ORDER  -  FIRST     CLASS 0
 QK0411
 QK0411.The horizontal coordinates were scaled from a topographic map and have
 QK0411.an estimated accuracy of +/- 6 seconds.
 QK0411
 QK0411.The orthometric height was determined by differential leveling
 QK0411.and adjusted by the National Geodetic Survey in June 1991..
 QK0411
 QK0411.The geoid height was determined by GEOID03.
 QK0411
 QK0411.The dynamic height is computed by dividing the NAVD 88
 QK0411.geopotential number by the normal gravity value computed on the
 QK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0411.degrees latitude (g = 980.6199 gals.).
 QK0411
 QK0411.The modeled gravity was interpolated from observed gravity values.
 QK0411
 QK0411;                    North         East    Units  Estimated Accuracy
 QK0411;SPC MI N     -   138,230.    8,204,330.      MT  (+/- 180 meters Scaled)
 QK0411
 QK0411                          SUPERSEDED SURVEY CONTROL
 QK0411
 QK0411.No superseded survey control is available for this station.
 QK0411
 QK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR043970(NAD 83)
 QK0411_MARKER: B = BOLT
 QK0411_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0411_SP_SET: STAINLESS STEEL ROD
 QK0411_MARK LOGO: NOS   
 QK0411_PROJECTION: RECESSED 12 CENTIMETERS
 QK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0411+STABILITY: SURFACE MOTION
 QK0411_ROD/PIPE-DEPTH: 3.65 meters
 QK0411
 QK0411  HISTORY     - Date     Condition        Report By
 QK0411  HISTORY     - 1983     MONUMENTED       NOS
 QK0411  HISTORY     - 1983     GOOD             NGS
 QK0411  HISTORY     - 19940728 GOOD             USPSQD
 QK0411  HISTORY     - 19950712 GOOD             USPSQD
 QK0411  HISTORY     - 20040417 GOOD             USPSQD
 QK0411
 QK0411                          STATION DESCRIPTION
 QK0411
 QK0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0411'IN CEDARVILLE.
 QK0411'IN CEDARVILLE, ON CITY PROPERTY SOUTH OF HODECK STREET, IN THE LAWN OF
 QK0411'THE CEDARVILLE MOORING AND LAUNCHING FACILITY, THE POINT HELD IS THE
 QK0411'TOP OF A STUD SCREWED IN TOP OF A STAINLESS STEEL ROD THAT WAS DRIVEN
 QK0411'3.65 METERS (12.0 FT) IN THE GROUND AND IS RECESSED 0.12 METERS (0.4
 QK0411'FT) BELOW GROUND, 34.38 METERS (112.8 FT) NORTH OF A FLAGPOLE, 14.93
 QK0411'METERS (49.0 FT) SOUTH OF THE CENTER OF HODECK STREET, 13.1 METERS
 QK0411'(43.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE CEDARVILLE BAR, AND
 QK0411'0.54 METERS (1.8 FT) SOUTH-SOUTHEAST OF THE WEST ONE OF TWO METAL
 QK0411'POSTS SUPPORTING THE CEDARVILLE MOORING AND LAUNCHING FACILITY SIGN.
 QK0411'THE MARK IS 0.15 M BELOW STREET.
 QK0411
 QK0411                          STATION RECOVERY (1994)
 QK0411
 QK0411'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0411'RECOVERED IN GOOD CONDITION.
 QK0411
 QK0411                          STATION RECOVERY (1995)
 QK0411
 QK0411'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0411'RECOVERED IN GOOD CONDITION.
 QK0411
 QK0411                          STATION RECOVERY (2004)
 QK0411
 QK0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QK0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0044 ***********************************************************************
 QK0044  DESIGNATION -  907 5092 HUD USLS
 QK0044  PID         -  QK0044
 QK0044  STATE/COUNTY-  MI/MACKINAC
 QK0044  USGS QUAD   -  CEDARVILLE (1975)
 QK0044
 QK0044                         *CURRENT SURVEY CONTROL
 QK0044  ___________________________________________________________________
 QK0044* NAD 83(1986)-  45 59 48.     (N)    084 21 34.     (W)     SCALED    
 QK0044* NAVD 88     -       177.952  (meters)     583.83   (feet)  ADJUSTED  
 QK0044  ___________________________________________________________________
 QK0044  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0044  DYNAMIC HT  -         177.959 (meters)     583.85  (feet)  COMP
 QK0044  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 QK0044
 QK0044  VERT ORDER  -  FIRST     CLASS 0
 QK0044
 QK0044.The horizontal coordinates were scaled from a topographic map and have
 QK0044.an estimated accuracy of +/- 6 seconds.
 QK0044
 QK0044.The orthometric height was determined by differential leveling
 QK0044.and adjusted by the National Geodetic Survey in June 1991..
 QK0044.WARNING-Repeat measurements at this control monument indicate possible
 QK0044.vertical movement.
 QK0044
 QK0044.The geoid height was determined by GEOID03.
 QK0044
 QK0044.The dynamic height is computed by dividing the NAVD 88
 QK0044.geopotential number by the normal gravity value computed on the
 QK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0044.degrees latitude (g = 980.6199 gals.).
 QK0044
 QK0044.The modeled gravity was interpolated from observed gravity values.
 QK0044
 QK0044;                    North         East    Units  Estimated Accuracy
 QK0044;SPC MI N     -   138,260.    8,204,500.      MT  (+/- 180 meters Scaled)
 QK0044
 QK0044                          SUPERSEDED SURVEY CONTROL
 QK0044
 QK0044.No superseded survey control is available for this station.
 QK0044
 QK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR044970(NAD 83)
 QK0044_MARKER: Z = SEE DESCRIPTION
 QK0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0044_SP_SET: WATER TABLE
 QK0044_MARK LOGO: USLS  
 QK0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0044
 QK0044  HISTORY     - Date     Condition        Report By
 QK0044  HISTORY     - 1965     MONUMENTED       USLS
 QK0044  HISTORY     - 1972     GOOD             USLS
 QK0044  HISTORY     - 1983     GOOD             NGS
 QK0044  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 QK0044  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0044
 QK0044                          STATION DESCRIPTION
 QK0044
 QK0044'DESCRIBED BY US LAKE SURVEY 1972
 QK0044'AT CEDARVILLE.
 QK0044'HUD IS A CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 73.7 FEET SOUTH OF
 QK0044'CENTERLINE OF HODECK STREET, 71.9 FEET WESTERLY OF SOUTHWEST
 QK0044'CORNER OF RUDDS TEXACO MARINE SERVICE GARAGE, 63.9 FEET
 QK0044'EAST-SOUTHEAST OF SOUTHEAST CORNER OF POST OFFICE, 36.6 FEET
 QK0044'NORTHWEST OF NORTHWEST CORNER OF BOATHOUSE, 12.5 FEET NORTH OF
 QK0044'WATERS EDGE, 0.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF MAIN
 QK0044'BUILDING, 1-1/4 FEET ABOVE GROUND, BEING HIGHEST POINT OF 2-INCH
 QK0044'SQUARE CUT IN WATER TABLE.  NOTE-- PREV. DESIG. HUD 1965.
 QK0044
 QK0044                          STATION RECOVERY (1983)
 QK0044
 QK0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0044'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CEDARVILLE,
 QK0044'AT THE CEDARVILLE MARINA BUILDING ON HODECK STREET, ACROSS THE STREET
 QK0044'FROM THE FIRST UNION CHURCH, A 2-INCH SQUARE CUT IN THE TOP OF THE
 QK0044'SOUTHWEST CORNER OF THE FOUNDATION OF THE CONCRETE BLOCK BUILDING,
 QK0044'ABOUT 0.36 METERS (1.2 FT) ABOVE THE GROUND, 22.55 METERS (74.0 FT)
 QK0044'SOUTH OF THE CENTER OF HODECK STREET, AND 11.86 METERS (36.7 FT) SOUTH
 QK0044'OF A POLE SUPPORTING A SIGN (EVINRUDE BOATS AND MOTORS).
 QK0044'THE MARK IS 0.30 M ABOVE STREET.
 QK0044
 QK0044                          STATION RECOVERY (1994)
 QK0044
 QK0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0044'MARK NOT FOUND.
 QK0044
 QK0044                          STATION RECOVERY (1995)
 QK0044
 QK0044'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0049 ***********************************************************************
 QK0049  DESIGNATION -  907 5092 INN USLS
 QK0049  PID         -  QK0049
 QK0049  STATE/COUNTY-  MI/MACKINAC
 QK0049  USGS QUAD   -  CEDARVILLE (1975)
 QK0049
 QK0049                         *CURRENT SURVEY CONTROL
 QK0049  ___________________________________________________________________
 QK0049* NAD 83(1986)-  45 59 47.     (N)    084 21 32.     (W)     SCALED    
 QK0049* NAVD 88     -       179.958  (meters)     590.41   (feet)  ADJUSTED  
 QK0049  ___________________________________________________________________
 QK0049  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0049  DYNAMIC HT  -         179.965 (meters)     590.44  (feet)  COMP
 QK0049  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 QK0049
 QK0049  VERT ORDER  -  FIRST     CLASS 0
 QK0049
 QK0049.The horizontal coordinates were scaled from a topographic map and have
 QK0049.an estimated accuracy of +/- 6 seconds.
 QK0049
 QK0049.The orthometric height was determined by differential leveling
 QK0049.and adjusted by the National Geodetic Survey in June 1991..
 QK0049
 QK0049.The geoid height was determined by GEOID03.
 QK0049
 QK0049.The dynamic height is computed by dividing the NAVD 88
 QK0049.geopotential number by the normal gravity value computed on the
 QK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0049.degrees latitude (g = 980.6199 gals.).
 QK0049
 QK0049.The modeled gravity was interpolated from observed gravity values.
 QK0049
 QK0049;                    North         East    Units  Estimated Accuracy
 QK0049;SPC MI N     -   138,230.    8,204,550.      MT  (+/- 180 meters Scaled)
 QK0049
 QK0049                          SUPERSEDED SURVEY CONTROL
 QK0049
 QK0049.No superseded survey control is available for this station.
 QK0049
 QK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR045970(NAD 83)
 QK0049_MARKER: Z = SEE DESCRIPTION
 QK0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0049_SP_SET: IRON BAR
 QK0049_MARK LOGO: USLS  
 QK0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0049
 QK0049  HISTORY     - Date     Condition        Report By
 QK0049  HISTORY     - 1950     MONUMENTED       USLS
 QK0049  HISTORY     - 1972     GOOD             USLS
 QK0049  HISTORY     - 1983     GOOD             NGS
 QK0049  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QK0049  HISTORY     - 19950712 GOOD             USPSQD
 QK0049
 QK0049                          STATION DESCRIPTION
 QK0049
 QK0049'DESCRIBED BY US LAKE SURVEY 1972
 QK0049'AT CEDARVILLE.
 QK0049'INN IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 71.0 FEET NORTHEAST
 QK0049'OF ROD IN CENTER OF EAST STONE GATE POST AT ENTRANCE WALK TO
 QK0049'ABANDONED CEDAR INN, 65 FEET NORTH OF CENTERLINE OF HADECK
 QK0049'STREET, 63 FEET EAST OF EAST EDGE OF SIDEWALK LEADING TO INN,
 QK0049'23.3 FEET NORTHWEST OF 16 INCH MAPLE, 13.2 FEET SOUTH OF
 QK0049'SOUTHEAST CORNER AND IN LINE WITH EAST FACE OF INN, 1/4-FOOT
 QK0049'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 QK0049'SQUARE IRON BAR, 6 FEET LONG.  NOTE-- PREV. DESIG. INN 1950.
 QK0049
 QK0049                          STATION RECOVERY (1983)
 QK0049
 QK0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0049'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CEDARVILLE,
 QK0049'NEAR THE FLOTATION DOCKING SYSTEMS INC. BUILDING, A 3/4-INCH SQUARE
 QK0049'IRON BAR DRIVEN IN THE GROUND, 32.67 METERS (107.2 FT) NORTHEAST AND
 QK0049'ACROSS HODECK STREET FROM THE NORTHEAST CORNER OF THE FLOTATION
 QK0049'DOCKING SYSTEMS INC. BUILDING, 19.05 METERS (62.5 FT) NORTH OF THE
 QK0049'CENTER OF HODECK STREET, 10.72 METERS (35.2 FT) NORTH OF POWERLINE
 QK0049'POLE NUMBER E 6, AND 7.07 METERS (23.2 FT) NORTH-NORTHEAST OF A
 QK0049'21-INCH MAPLE TREE.
 QK0049'THE MARK IS 1.98 M ABOVE STREET.
 QK0049
 QK0049                          STATION RECOVERY (1994)
 QK0049
 QK0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0049'MARK NOT FOUND.
 QK0049
 QK0049                          STATION RECOVERY (1995)
 QK0049
 QK0049'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0046 ***********************************************************************
 QK0046  DESIGNATION -  907 5092 SCHOOL USE
 QK0046  PID         -  QK0046
 QK0046  STATE/COUNTY-  MI/MACKINAC
 QK0046  USGS QUAD   -  CEDARVILLE (1975)
 QK0046
 QK0046                         *CURRENT SURVEY CONTROL
 QK0046  ___________________________________________________________________
 QK0046* NAD 83(1986)-  45 59 56.     (N)    084 21 26.     (W)     SCALED    
 QK0046* NAVD 88     -       190.807  (meters)     626.01   (feet)  ADJUSTED  
 QK0046  ___________________________________________________________________
 QK0046  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0046  DYNAMIC HT  -         190.814 (meters)     626.03  (feet)  COMP
 QK0046  MODELED GRAV-     980,648.4   (mgal)                       NAVD 88
 QK0046
 QK0046  VERT ORDER  -  FIRST     CLASS 0
 QK0046
 QK0046.The horizontal coordinates were scaled from a topographic map and have
 QK0046.an estimated accuracy of +/- 6 seconds.
 QK0046
 QK0046.The orthometric height was determined by differential leveling
 QK0046.and adjusted by the National Geodetic Survey in June 1991..
 QK0046
 QK0046.The geoid height was determined by GEOID03.
 QK0046
 QK0046.The dynamic height is computed by dividing the NAVD 88
 QK0046.geopotential number by the normal gravity value computed on the
 QK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0046.degrees latitude (g = 980.6199 gals.).
 QK0046
 QK0046.The modeled gravity was interpolated from observed gravity values.
 QK0046
 QK0046;                    North         East    Units  Estimated Accuracy
 QK0046;SPC MI N     -   138,510.    8,204,670.      MT  (+/- 180 meters Scaled)
 QK0046
 QK0046                          SUPERSEDED SURVEY CONTROL
 QK0046
 QK0046.No superseded survey control is available for this station.
 QK0046
 QK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR046973(NAD 83)
 QK0046_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0046_SP_SET: CONCRETE PILLAR
 QK0046_MARK LOGO: USE   
 QK0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0046+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 QK0046
 QK0046  HISTORY     - Date     Condition        Report By
 QK0046  HISTORY     - 1971     MONUMENTED       USE
 QK0046  HISTORY     - 1972     GOOD             USLS
 QK0046  HISTORY     - 1983     GOOD             NGS
 QK0046  HISTORY     - 19940727 GOOD             USPSQD
 QK0046  HISTORY     - 19950712 GOOD             USPSQD
 QK0046  HISTORY     - 20010331 GOOD             NGS
 QK0046  HISTORY     - 20040417 GOOD             USPSQD
 QK0046
 QK0046                          STATION DESCRIPTION
 QK0046
 QK0046'DESCRIBED BY US LAKE SURVEY 1972
 QK0046'AT CEDARVILLE.
 QK0046'SCHOOL IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, IN SOUTHEAST
 QK0046'CORNER OF T-INTERSECTION OF HIGHWAY M-134 AND BEACH STREET, 56.0
 QK0046'FEET SOUTHEAST OF A FLAGPOLE, 0.5 FEET EAST OF SOUTHWEST CORNER
 QK0046'AND IN SOUTH FACE OF MOST SOUTHERLY CONCRETE PILLAR OF WEST
 QK0046'ENTRANCE OF CEDARVILLE HIGH SCHOOL, 4-1/2 FEET ABOVE THE GROUND,
 QK0046'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 QK0046'CONCRETE PILLAR.  NOTE-- PREV. DESIG. SCHOOL 1971.
 QK0046
 QK0046                          STATION RECOVERY (1983)
 QK0046
 QK0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CEDARVILLE,
 QK0046'0.4 KM (0.25 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0046'STATE HIGHWAY 129, SET VERTICALLY 0.15 METERS (0.5 FT) EAST OF THE
 QK0046'SOUTHWEST CORNER AND IN THE SOUTH FACE OF THE SOUTHERNMOST CONCRETE
 QK0046'PILLAR OF THE WEST ENTRANCE TO THE CEDARVILLE HIGH SCHOOL, ABOUT
 QK0046'1.37 METERS (4.5 FT) ABOVE THE GROUND, 57.3 METERS (188.0 FT) SOUTH OF
 QK0046'THE CENTERLINE OF THE HIGHWAY, AND 44.04 METERS (144.5 FT) EAST OF THE
 QK0046'CENTER OF BEECH STREET.
 QK0046'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0046
 QK0046                          STATION RECOVERY (1994)
 QK0046
 QK0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0046'RECOVERED IN GOOD CONDITION.
 QK0046
 QK0046                          STATION RECOVERY (1995)
 QK0046
 QK0046'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0046'RECOVERED IN GOOD CONDITION.
 QK0046
 QK0046                          STATION RECOVERY (2001)
 QK0046
 QK0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0046'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0046
 QK0046                          STATION RECOVERY (2004)
 QK0046
 QK0046'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QK0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0048 ***********************************************************************
 QK0048  DESIGNATION -  907 5092 SDD USLS
 QK0048  PID         -  QK0048
 QK0048  STATE/COUNTY-  MI/MACKINAC
 QK0048  USGS QUAD   -  CEDARVILLE (1975)
 QK0048
 QK0048                         *CURRENT SURVEY CONTROL
 QK0048  ___________________________________________________________________
 QK0048* NAD 83(1986)-  45 59 44.     (N)    084 21 40.     (W)     SCALED    
 QK0048* NAVD 88     -       178.620  (meters)     586.02   (feet)  ADJUSTED  
 QK0048  ___________________________________________________________________
 QK0048  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0048  DYNAMIC HT  -         178.627 (meters)     586.05  (feet)  COMP
 QK0048  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 QK0048
 QK0048  VERT ORDER  -  FIRST     CLASS 0
 QK0048
 QK0048.The horizontal coordinates were scaled from a topographic map and have
 QK0048.an estimated accuracy of +/- 6 seconds.
 QK0048
 QK0048.The orthometric height was determined by differential leveling
 QK0048.and adjusted by the National Geodetic Survey in June 1991..
 QK0048
 QK0048.The geoid height was determined by GEOID03.
 QK0048
 QK0048.The dynamic height is computed by dividing the NAVD 88
 QK0048.geopotential number by the normal gravity value computed on the
 QK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0048.degrees latitude (g = 980.6199 gals.).
 QK0048
 QK0048.The modeled gravity was interpolated from observed gravity values.
 QK0048
 QK0048;                    North         East    Units  Estimated Accuracy
 QK0048;SPC MI N     -   138,130.    8,204,380.      MT  (+/- 180 meters Scaled)
 QK0048
 QK0048                          SUPERSEDED SURVEY CONTROL
 QK0048
 QK0048  NGVD 29 (??/??/92)  178.612  (m)          586.00   (f) ADJ UNCH    1 0
 QK0048
 QK0048.Superseded values are not recommended for survey control.
 QK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0048.See file dsdata.txt to determine how the superseded data were derived.
 QK0048
 QK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR043969(NAD 83)
 QK0048_MARKER: Z = SEE DESCRIPTION
 QK0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0048_SP_SET: BRICK
 QK0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0048
 QK0048  HISTORY     - Date     Condition        Report By
 QK0048  HISTORY     - 1950     MONUMENTED       RBNF
 QK0048  HISTORY     - 1972     GOOD             USLS
 QK0048  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0048  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0048
 QK0048                          STATION DESCRIPTION
 QK0048
 QK0048'DESCRIBED BY US LAKE SURVEY 1972
 QK0048'AT CEDARVILLE.
 QK0048'SDD IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 88 FEET WEST OF
 QK0048'WEST EDGE OF SIDEWALK LEADING TO ENTRANCE OF THE ABANDONED
 QK0048'CEDAR INN, 31 FEET SOUTH OF CENTERLINE OF HODECK STREET, ON
 QK0048'STREET FACE AND 8.5 FEET WEST OF NORTHEAST CORNER OF THE BUILDING
 QK0048'OCCUPIED BY BON AIR DRUG STORE, 2 FEET ABOVE THE SIDEWALK,
 QK0048'BEING HIGHEST POINT IN A 3/4 X 1-INCH RECTANGLE FORMED BY
 QK0048'CORNER AND TWO LINES CUT IN TOP OF A BRICK IN FIRST BRICK LAYER
 QK0048'UNDER A WINDOW.  NOTE-- PREV. DESIG. SDD 1950.
 QK0048
 QK0048                          STATION RECOVERY (1983)
 QK0048
 QK0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0048'NOT FOUND THIS DATE, BUILDING REMODELED, COVERED OVER WITH SIDING.
 QK0048
 QK0048                          STATION RECOVERY (1995)
 QK0048
 QK0048'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0010 ***********************************************************************
 RH0010  DESIGNATION -  907 5098 PIPE USLS
 RH0010  PID         -  RH0010
 RH0010  STATE/COUNTY-  MI/CHIPPEWA
 RH0010  USGS QUAD   -  LIME ISLAND (1994)
 RH0010
 RH0010                         *CURRENT SURVEY CONTROL
 RH0010  ___________________________________________________________________
 RH0010* NAD 83(1986)-  46 00 59.     (N)    083 55 17.     (W)     SCALED    
 RH0010* NAVD 88     -       178.009  (meters)     584.02   (feet)  ADJUSTED  
 RH0010  ___________________________________________________________________
 RH0010  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 RH0010  DYNAMIC HT  -         178.012 (meters)     584.03  (feet)  COMP
 RH0010  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RH0010
 RH0010  VERT ORDER  -  FIRST     CLASS 0
 RH0010
 RH0010.The horizontal coordinates were scaled from a topographic map and have
 RH0010.an estimated accuracy of +/- 6 seconds.
 RH0010
 RH0010.The orthometric height was determined by differential leveling
 RH0010.and adjusted by the National Geodetic Survey in June 1991..
 RH0010
 RH0010.The geoid height was determined by GEOID03.
 RH0010
 RH0010.The dynamic height is computed by dividing the NAVD 88
 RH0010.geopotential number by the normal gravity value computed on the
 RH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RH0010.degrees latitude (g = 980.6199 gals.).
 RH0010
 RH0010.The modeled gravity was interpolated from observed gravity values.
 RH0010
 RH0010;                    North         East    Units  Estimated Accuracy
 RH0010;SPC MI N     -   141,680.    8,238,330.      MT  (+/- 180 meters Scaled)
 RH0010
 RH0010                          SUPERSEDED SURVEY CONTROL
 RH0010
 RH0010.No superseded survey control is available for this station.
 RH0010
 RH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM738000(NAD 83)
 RH0010_MARKER: Z = SEE DESCRIPTION
 RH0010_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 RH0010_SP_SET: GALVANIZED STEEL PIPE
 RH0010_MARK LOGO: USLS  
 RH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0010+STABILITY: SURFACE MOTION
 RH0010
 RH0010  HISTORY     - Date     Condition        Report By
 RH0010  HISTORY     - UNK      MONUMENTED       USLS
 RH0010  HISTORY     - 1983     GOOD             NGS
 RH0010
 RH0010                          STATION DESCRIPTION
 RH0010
 RH0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RH0010'5.0 KM (3.1 MI) NW FROM DE TOUR VILLAGE.
 RH0010'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 RH0010'THE JUNCTION OF DAWSON STREET EAST AND SOUTH CARIBOU DRIVE WEST IN
 RH0010'DE TOUR VILLAGE, THENCE 1.8 KM (1.15 MI) WEST ALONG DEMOCRAT ROAD
 RH0010'(NORTH CARIBOU ROAD), THENCE 1.6 KM (1.0 MI) NORTH ALONG SPRING BAY
 RH0010'THENCE 0.4 KM (0.2 MI) EAST-NORTHEAST (DOWNHILL), THENCE 0.1 KM
 RH0010'(0.05 MI) NORTHEAST ALONG A GRAVELED DOCK ROAD, AT THE SOUTHEAST
 RH0010'CORNER OF A BRICK BUILDING, THE HIGH POINT ON THE WEST EDGE OF A 2-3/4
 RH0010'INCH GALVANIZED PIPE BETWEEN TWO SAW CUTS, 0.09 METERS (0.3 FT) ABOVE
 RH0010'THE CONCRETE SURFACE OF THE PIER WALL, 3.32 METERS (10.9 FT) SOUTHEAST
 RH0010'OF THE SOUTHEAST CORNER OF THE BRICK MAINTENANCE BUILDING, 2.43 METERS
 RH0010'(8.0 FT) NORTHWEST OF THE CENTER OF THE GRAVELED ROAD LEADING TO THE
 RH0010'DOCK, AND 12.20 METERS (40.0 FT) WEST-SOUTHWEST OF THE SOUTHWEST
 RH0010'CORNER OF A METAL STORAGE BUILDING.  A PIPE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0087 ***********************************************************************
 QJ0087  TIDAL BM    -  This is a Tidal Bench Mark.
 QJ0087  DESIGNATION -  907 5099 BANK
 QJ0087  PID         -  QJ0087
 QJ0087  STATE/COUNTY-  MI/CHIPPEWA
 QJ0087  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0087
 QJ0087                         *CURRENT SURVEY CONTROL
 QJ0087  ___________________________________________________________________
 QJ0087* NAD 83(1986)-  45 59 35.     (N)    083 53 56.     (W)     SCALED    
 QJ0087* NAVD 88     -       179.871  (meters)     590.13   (feet)  ADJUSTED  
 QJ0087  ___________________________________________________________________
 QJ0087  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QJ0087  DYNAMIC HT  -         179.874 (meters)     590.14  (feet)  COMP
 QJ0087  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QJ0087
 QJ0087  VERT ORDER  -  FIRST     CLASS 0
 QJ0087
 QJ0087.The horizontal coordinates were scaled from a topographic map and have
 QJ0087.an estimated accuracy of +/- 6 seconds.
 QJ0087
 QJ0087.The orthometric height was determined by differential leveling
 QJ0087.and adjusted by the National Geodetic Survey in June 1991..
 QJ0087
 QJ0087.This Tidal Bench Mark is designated as VM 13077
 QJ0087.by the Center for Operational Oceanographic Products and Services.
 QJ0087
 QJ0087.The geoid height was determined by GEOID03.
 QJ0087
 QJ0087.The dynamic height is computed by dividing the NAVD 88
 QJ0087.geopotential number by the normal gravity value computed on the
 QJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0087.degrees latitude (g = 980.6199 gals.).
 QJ0087
 QJ0087.The modeled gravity was interpolated from observed gravity values.
 QJ0087
 QJ0087;                    North         East    Units  Estimated Accuracy
 QJ0087;SPC MI N     -   139,150.    8,240,170.      MT  (+/- 180 meters Scaled)
 QJ0087
 QJ0087                          SUPERSEDED SURVEY CONTROL
 QJ0087
 QJ0087.No superseded survey control is available for this station.
 QJ0087
 QJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL755973(NAD 83)
 QJ0087_MARKER: I = METAL ROD
 QJ0087_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0087_SP_SET: COPPER-CLAD STEEL ROD
 QJ0087_MARK LOGO: NONE  
 QJ0087_PROJECTION: RECESSED 20 CENTIMETERS
 QJ0087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0087+STABILITY: SURFACE MOTION
 QJ0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0087+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 QJ0087_ROD/PIPE-DEPTH: 3.04 meters
 QJ0087
 QJ0087  HISTORY     - Date     Condition        Report By
 QJ0087  HISTORY     - 1975     MONUMENTED       NOS
 QJ0087  HISTORY     - 1983     GOOD             NGS
 QJ0087  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0087  HISTORY     - 19940930 GOOD             NOS
 QJ0087  HISTORY     - 19950918 GOOD             NOS
 QJ0087  HISTORY     - 20050730 GOOD             NGS
 QJ0087
 QJ0087                          STATION DESCRIPTION
 QJ0087
 QJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0087'IN DE TOUR VILLAGE.
 QJ0087'IN DE TOUR VILLAGE, AT THE SOUTHEAST CORNER OF THE CENTRAL SAVINGS
 QJ0087'BANK LOCATED AT THE JUNCTION OF ELIZABETH STREET AND HURON STREET, THE
 QJ0087'HIGH POINT ON TOP OF A 5/8-INCH DIAMETER COPPER CLAD STEEL ROD, 19.05
 QJ0087'METERS (62.5 FT) SOUTHWEST OF POWERLINE POLE NUMBER DT 2198, 14.32
 QJ0087'METERS (47.0 FT) WEST OF THE CENTER OF HURON STREET, AND 0.67 METERS
 QJ0087'(2.2 FT) EAST OF THE EAST FACE AND IN LINE WITH THE SOUTH FACE OF THE
 QJ0087'BANK BUILDING.
 QJ0087
 QJ0087                          STATION RECOVERY (1994)
 QJ0087
 QJ0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0087'MARK NOT FOUND.
 QJ0087
 QJ0087                          STATION RECOVERY (1994)
 QJ0087
 QJ0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0087'IN DE TOUR VILLAGE, AT THE SOUTHEAST CORNER OF THE CENTRAL SAVINGS
 QJ0087'BANK LOCATED AT THE JUNCTION OF ELIZABETH STREET AND HURON STREET, THE
 QJ0087'HIGH POINT ON TOP OF A 5/8-INCH DIAMETER COPPER CLAD STEEL ROD 3.05
 QJ0087'METERS (10.01 FT) LONG, 19.05 METERS (62.50 FT) SOUTHWEST OF POWERLINE
 QJ0087'POLE NUMBER DT 2198, 14.32 METERS (46.98 FT) WEST OF THE CENTER OF
 QJ0087'HURON STREET, AND 0.67 METERS (2.20 FT) EAST OF THE EAST FACE AND IN
 QJ0087'LINE WITH THE SOUTH FACE OF THE BANK BUILDING.
 QJ0087
 QJ0087                          STATION RECOVERY (1995)
 QJ0087
 QJ0087'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0087'RECOVERED AS DESCRIBED.
 QJ0087
 QJ0087                          STATION RECOVERY (2005)
 QJ0087
 QJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6043 ***********************************************************************
 AC6043  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6043  DESIGNATION -  907 5099 F
 AC6043  PID         -  AC6043
 AC6043  STATE/COUNTY-  MI/CHIPPEWA
 AC6043  USGS QUAD   -  DE TOUR VILLAGE (1964)
 AC6043
 AC6043                         *CURRENT SURVEY CONTROL
 AC6043  ___________________________________________________________________
 AC6043* NAD 83(1986)-  45 59 34.     (N)    083 53 52.     (W)     SCALED    
 AC6043* NAVD 88     -       179.234  (meters)     588.04   (feet)  ADJUSTED  
 AC6043  ___________________________________________________________________
 AC6043  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 AC6043  DYNAMIC HT  -         179.237 (meters)     588.05  (feet)  COMP
 AC6043  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 AC6043
 AC6043  VERT ORDER  -  SECOND    CLASS I
 AC6043
 AC6043.The horizontal coordinates were scaled from a topographic map and have
 AC6043.an estimated accuracy of +/- 6 seconds.
 AC6043
 AC6043.The orthometric height was determined by differential leveling
 AC6043.and adjusted by the National Geodetic Survey in March 1997..
 AC6043
 AC6043.This Tidal Bench Mark is designated as VM 13076
 AC6043.by the Center for Operational Oceanographic Products and Services.
 AC6043
 AC6043.The geoid height was determined by GEOID03.
 AC6043
 AC6043.The dynamic height is computed by dividing the NAVD 88
 AC6043.geopotential number by the normal gravity value computed on the
 AC6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6043.degrees latitude (g = 980.6199 gals.).
 AC6043
 AC6043.The modeled gravity was interpolated from observed gravity values.
 AC6043
 AC6043;                    North         East    Units  Estimated Accuracy
 AC6043;SPC MI N     -   139,120.    8,240,260.      MT  (+/- 180 meters Scaled)
 AC6043
 AC6043                          SUPERSEDED SURVEY CONTROL
 AC6043
 AC6043.No superseded survey control is available for this station.
 AC6043
 AC6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL755973(NAD 83)
 AC6043_MARKER: DB = BENCH MARK DISK
 AC6043_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6043_SP_SET: FERRY RAMP SUPPORT
 AC6043_STAMPING: 5099 F 1993
 AC6043_MARK LOGO: NOS   
 AC6043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6043+STABILITY: SURFACE MOTION
 AC6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6043+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 AC6043
 AC6043  HISTORY     - Date     Condition        Report By
 AC6043  HISTORY     - 1993     MONUMENTED       NOS
 AC6043  HISTORY     - 19940930 GOOD             NOS
 AC6043  HISTORY     - 19950918 GOOD             NOS
 AC6043  HISTORY     - 20050730 GOOD             NGS
 AC6043
 AC6043                          STATION DESCRIPTION
 AC6043
 AC6043'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (MJB)
 AC6043'AT DETOUR VILLAGE, CHIPPEWA COUNTY, MICHIGAN, AT THE FOOT OF ELIZABETH
 AC6043'STREET, IN THE SOUTH CONCRETE SUPPORT OF THE NORTH FERRY LANDING RAMP,
 AC6043'16.2 METERS (53.1 FT) SOUTH OF THE SOUTH FACE OF THE NOS WATER LEVEL
 AC6043'GAUGE HOUSE, 13.2 METERS (43.3 FT) NORTH OF THE CENTERLINE OF THE
 AC6043'SOUTH FERRY LANDING RAMP, 3.2 METERS (10.5 FT) WEST OF THE EAST END OF
 AC6043'THE CONCRETE SUPPORT, BEING A STANDARD NOS DISK SET 1.1 METERS (3.6
 AC6043'FT) ABOVE THE ROAD SURFACE.
 AC6043
 AC6043                          STATION RECOVERY (1995)
 AC6043
 AC6043'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC6043'RECOVERED AS DESCRIBED.
 AC6043
 AC6043                          STATION RECOVERY (2005)
 AC6043
 AC6043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AC6043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0088 ***********************************************************************
 QJ0088  TIDAL BM    -  This is a Tidal Bench Mark.
 QJ0088  DESIGNATION -  907 5099 HARRY
 QJ0088  PID         -  QJ0088
 QJ0088  STATE/COUNTY-  MI/CHIPPEWA
 QJ0088  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0088
 QJ0088                         *CURRENT SURVEY CONTROL
 QJ0088  ___________________________________________________________________
 QJ0088* NAD 83(1986)-  45 59 33.     (N)    083 53 54.     (W)     SCALED    
 QJ0088* NAVD 88     -       178.514  (meters)     585.67   (feet)  ADJUSTED  
 QJ0088  ___________________________________________________________________
 QJ0088  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0088  DYNAMIC HT  -         178.517 (meters)     585.68  (feet)  COMP
 QJ0088  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QJ0088
 QJ0088  VERT ORDER  -  FIRST     CLASS 0
 QJ0088
 QJ0088.The horizontal coordinates were scaled from a topographic map and have
 QJ0088.an estimated accuracy of +/- 6 seconds.
 QJ0088
 QJ0088.The orthometric height was determined by differential leveling
 QJ0088.and adjusted by the National Geodetic Survey in June 1991..
 QJ0088
 QJ0088.This Tidal Bench Mark is designated as VM 13075
 QJ0088.by the Center for Operational Oceanographic Products and Services.
 QJ0088
 QJ0088.The geoid height was determined by GEOID03.
 QJ0088
 QJ0088.The dynamic height is computed by dividing the NAVD 88
 QJ0088.geopotential number by the normal gravity value computed on the
 QJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0088.degrees latitude (g = 980.6199 gals.).
 QJ0088
 QJ0088.The modeled gravity was interpolated from observed gravity values.
 QJ0088
 QJ0088;                    North         East    Units  Estimated Accuracy
 QJ0088;SPC MI N     -   139,090.    8,240,220.      MT  (+/- 180 meters Scaled)
 QJ0088
 QJ0088                          SUPERSEDED SURVEY CONTROL
 QJ0088
 QJ0088.No superseded survey control is available for this station.
 QJ0088
 QJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL755972(NAD 83)
 QJ0088_MARKER: DD = SURVEY DISK
 QJ0088_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0088+WITH SETTING: PAVEMENT
 QJ0088_SP_SET: HOUSE FOUNDATION
 QJ0088_MARK LOGO: USE   
 QJ0088_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0088+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 QJ0088
 QJ0088  HISTORY     - Date     Condition        Report By
 QJ0088  HISTORY     - 1977     MONUMENTED       USE
 QJ0088  HISTORY     - 1983     GOOD             NGS
 QJ0088  HISTORY     - 19930720 GOOD             NOS
 QJ0088  HISTORY     - 19950918 GOOD             NOS
 QJ0088  HISTORY     - 20050730 GOOD             NGS
 QJ0088
 QJ0088                          STATION DESCRIPTION
 QJ0088
 QJ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0088'IN DE TOUR VILLAGE.
 QJ0088'IN DE TOUR VILLAGE, AT THE EAST END OF ELIZABETH STREET, AN UNSTAMPED
 QJ0088'DISK CEMENTED IN THE TOP OF THE CONCRETE FOUNDATION AND AT THE
 QJ0088'SOUTHWEST CORNER OF THE WATER LEVEL GAGE STATION BUILDING, 11.88
 QJ0088'METERS (39.0 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH THREE
 QJ0088'TRANSFORMERS AND A LIGHT METER, 12.7 METERS (41.7 FT) NORTH OF THE
 QJ0088'CENTER OF THE APPROACH RAMP TO THE DRUMMOND ISLAND FERRY, 0.57 METERS
 QJ0088'(1.7 FT) SOUTH OF THE SOUTH EDGE OF THE DOOR AT THE WEST ENTRANCE TO
 QJ0088'THE WATER LEVEL GAGE STATION, AND 0.15 METERS (0.5 FT) WEST-NORTHWEST
 QJ0088'OF THE SOUTHWEST CORNER OF THE GAGE STATION BUILDING.
 QJ0088
 QJ0088                          STATION RECOVERY (1993)
 QJ0088
 QJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 QJ0088'IN DE TOUR VILLAGE, AT THE EAST END OF ELIZABETH STREET, AN UNSTAMPED
 QJ0088'DISK CEMENTED IN THE TOP OF THE CONCRETE FOUNDATION AND AT THE
 QJ0088'SOUTHWEST CORNER OF THE NOS WATER LEVEL GAUGE STATION BUILDING, 11.88
 QJ0088'METERS (38.98 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH THREE
 QJ0088'TRANSFORMERS AND A LIGHT METER, 12.7 METERS (41.7 FT) NORTH OF THE
 QJ0088'CENTER OF THE APPROACH RAMP TO THE DRUMMOND ISLAND FERRY, 0.57 METERS
 QJ0088'(1.87 FT) SOUTH OF THE SOUTH EDGE OF THE DOOR AT THE WEST ENTRANCE TO
 QJ0088'THE WATER LEVEL GAUGE STATION, AND 0.15 METERS (0.49 FT)
 QJ0088'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE GAGE STATION BUILDING.
 QJ0088
 QJ0088                          STATION RECOVERY (1995)
 QJ0088
 QJ0088'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0088'RECOVERED AS DESCRIBED.
 QJ0088
 QJ0088                          STATION RECOVERY (2005)
 QJ0088
 QJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0053 ***********************************************************************
 QJ0053  DESIGNATION -  907 5099 SM 33 USLS
 QJ0053  PID         -  QJ0053
 QJ0053  STATE/COUNTY-  MI/CHIPPEWA
 QJ0053  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0053
 QJ0053                         *CURRENT SURVEY CONTROL
 QJ0053  ___________________________________________________________________
 QJ0053* NAD 83(1986)-  45 59 31.     (N)    083 54 15.     (W)     SCALED    
 QJ0053* NAVD 88     -       190.025  (meters)     623.44   (feet)  ADJUSTED  
 QJ0053  ___________________________________________________________________
 QJ0053  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QJ0053  DYNAMIC HT  -         190.029 (meters)     623.45  (feet)  COMP
 QJ0053  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QJ0053
 QJ0053  VERT ORDER  -  FIRST     CLASS 0
 QJ0053
 QJ0053.The horizontal coordinates were scaled from a topographic map and have
 QJ0053.an estimated accuracy of +/- 6 seconds.
 QJ0053
 QJ0053.The orthometric height was determined by differential leveling
 QJ0053.and adjusted by the National Geodetic Survey in June 1991..
 QJ0053
 QJ0053.The geoid height was determined by GEOID03.
 QJ0053
 QJ0053.The dynamic height is computed by dividing the NAVD 88
 QJ0053.geopotential number by the normal gravity value computed on the
 QJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0053.degrees latitude (g = 980.6199 gals.).
 QJ0053
 QJ0053.The modeled gravity was interpolated from observed gravity values.
 QJ0053
 QJ0053;                    North         East    Units  Estimated Accuracy
 QJ0053;SPC MI N     -   139,010.    8,239,770.      MT  (+/- 180 meters Scaled)
 QJ0053
 QJ0053                          SUPERSEDED SURVEY CONTROL
 QJ0053
 QJ0053  NGVD 29 (??/??/92)  190.025  (m)          623.44   (f) ADJ UNCH    1 0
 QJ0053
 QJ0053.Superseded values are not recommended for survey control.
 QJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0053.See file dsdata.txt to determine how the superseded data were derived.
 QJ0053
 QJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL750972(NAD 83)
 QJ0053_MARKER: DD = SURVEY DISK
 QJ0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QJ0053_SP_SET: WATER TABLE
 QJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0053
 QJ0053  HISTORY     - Date     Condition        Report By
 QJ0053  HISTORY     - 1934     MONUMENTED       USLS
 QJ0053  HISTORY     - 1972     GOOD             USLS
 QJ0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0053
 QJ0053                          STATION DESCRIPTION
 QJ0053
 QJ0053'DESCRIBED BY US LAKE SURVEY 1972
 QJ0053'AT DETOUR.
 QJ0053'SM 33 IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, ON WEST SIDE OF
 QJ0053'ERIE STREET, JUST NORTH OF STE. MARYS STREET, ON WEST FACE OF
 QJ0053'THE ABANDONED HIGH SCHOOL BUILDING, 0.8 FEET SOUTH OF CONCRETE
 QJ0053'BLOCK ADDITION, 3 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE
 QJ0053'OF CROSS ON BRONZE DISC SET INTO THE CONCRETE WATER TABLE.
 QJ0053'NOTE-- MARK WAS PREVIOUSLY DESIGNATED SM 33 1934.
 QJ0053
 QJ0053                          STATION RECOVERY (1983)
 QJ0053
 QJ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0053'NOT RECOVERED, BUILDING GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0052 ***********************************************************************
 QJ0052  TIDAL BM    -  This is a Tidal Bench Mark.
 QJ0052  DESIGNATION -  907 5099 SM 34
 QJ0052  PID         -  QJ0052
 QJ0052  STATE/COUNTY-  MI/CHIPPEWA
 QJ0052  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0052
 QJ0052                         *CURRENT SURVEY CONTROL
 QJ0052  ___________________________________________________________________
 QJ0052* NAD 83(1986)-  45 59 31.     (N)    083 54 07.     (W)     SCALED    
 QJ0052* NAVD 88     -       186.970  (meters)     613.42   (feet)  ADJUSTED  
 QJ0052  ___________________________________________________________________
 QJ0052  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QJ0052  DYNAMIC HT  -         186.973 (meters)     613.43  (feet)  COMP
 QJ0052  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QJ0052
 QJ0052  VERT ORDER  -  SECOND    CLASS I
 QJ0052
 QJ0052.The horizontal coordinates were scaled from a topographic map and have
 QJ0052.an estimated accuracy of +/- 6 seconds.
 QJ0052
 QJ0052.The orthometric height was determined by differential leveling
 QJ0052.and adjusted by the National Geodetic Survey in May 2000..
 QJ0052.No vertical observational check was made to the station.
 QJ0052.WARNING-Repeat measurements at this control monument indicate possible
 QJ0052.vertical movement.
 QJ0052
 QJ0052.This Tidal Bench Mark is designated as VM 13079
 QJ0052.by the Center for Operational Oceanographic Products and Services.
 QJ0052
 QJ0052.The geoid height was determined by GEOID03.
 QJ0052
 QJ0052.The dynamic height is computed by dividing the NAVD 88
 QJ0052.geopotential number by the normal gravity value computed on the
 QJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0052.degrees latitude (g = 980.6199 gals.).
 QJ0052
 QJ0052.The modeled gravity was interpolated from observed gravity values.
 QJ0052
 QJ0052;                    North         East    Units  Estimated Accuracy
 QJ0052;SPC MI N     -   139,020.    8,239,940.      MT  (+/- 180 meters Scaled)
 QJ0052
 QJ0052                          SUPERSEDED SURVEY CONTROL
 QJ0052
 QJ0052  NAVD 88 (03/25/97)  186.968  (m)          613.41   (f) UNKNOWN     1 0
 QJ0052  NAVD 88 (06/15/91)  186.970  (m)          613.42   (f) UNKNOWN     1 0
 QJ0052  NGVD 29 (??/??/92)  186.988  (m)          613.48   (f) ADJ UNCH    1 0
 QJ0052
 QJ0052.Superseded values are not recommended for survey control.
 QJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0052.See file dsdata.txt to determine how the superseded data were derived.
 QJ0052
 QJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL752972(NAD 83)
 QJ0052_MARKER: DD = SURVEY DISK
 QJ0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QJ0052_SP_SET: BUILDING
 QJ0052_STAMPING: SM 34 1934 MCK
 QJ0052_MARK LOGO: USLS  
 QJ0052_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0052+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 QJ0052
 QJ0052  HISTORY     - Date     Condition        Report By
 QJ0052  HISTORY     - 1934     MONUMENTED       USLS
 QJ0052  HISTORY     - 1972     GOOD             USLS
 QJ0052  HISTORY     - 1978     GOOD             NGS
 QJ0052  HISTORY     - 1983     GOOD             NGS
 QJ0052  HISTORY     - 19940930 GOOD             NOS
 QJ0052  HISTORY     - 19950918 GOOD             NOS
 QJ0052  HISTORY     - 20010331 GOOD             NGS
 QJ0052  HISTORY     - 20050730 GOOD             NGS
 QJ0052
 QJ0052                          STATION DESCRIPTION
 QJ0052
 QJ0052'DESCRIBED BY US LAKE SURVEY 1972
 QJ0052'AT DETOUR.
 QJ0052'SM 34 IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, ON WEST SIDE
 QJ0052'OF ONTARIO STREET, 0.8 FEET NORTH OF SOUTHWEST CORNER AND IN
 QJ0052'WEST FACE OF ST. STEPHENS EPISCOPAL CHURCH, 4 FEET ABOVE THE
 QJ0052'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 QJ0052'LIMESTONE WALL.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED SM 34
 QJ0052'1934.
 QJ0052
 QJ0052                          STATION RECOVERY (1978)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 QJ0052'RECOVERED IN GOOD CONDITION.
 QJ0052
 QJ0052                          STATION RECOVERY (1983)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0052'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DE TOUR
 QJ0052'VILLAGE, AT THE ST. STEPHENS EPISCOPAL CHURCH LOCATED ON THE WEST SIDE
 QJ0052'OF ONTARIO STREET BETWEEN ELIZABETH STREET AND ST. MARYS STREET, SET
 QJ0052'VERTICALLY IN THE WEST FACE AND AT THE SOUTHWEST CORNER OF THE STONE
 QJ0052'WALL BUILDING, 0.24 METERS (0.8 FT) NORTH OF THE SOUTHWEST CORNER.
 QJ0052'THE MARK IS 1.21 M ABOVE GROUND.
 QJ0052
 QJ0052                          STATION RECOVERY (1994)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0052'SM 34 IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, ON WEST SIDE OF ONTARIO
 QJ0052'STREET, 0.8 FEET (24.4 CM) NORTH OF SOUTHWEST CORNER AND IN WEST FACE
 QJ0052'OF ST.  STEPHENS EPISCOPAL CHURCH, 4 FEET (1.2 M) ABOVE THE GROUND,
 QJ0052'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE LIMESTONE
 QJ0052'WALL.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED SM 34 1934. RECOVERED IN
 QJ0052'GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DE TOUR VILLAGE, AT THE
 QJ0052'ST.  STEPHENS EPISCOPAL CHURCH LOCATED ON THE WEST SIDE OF ONTARIO
 QJ0052'STREET BETWEEN ELIZABETH STREET AND ST.  MARYS STREET, SET VERTICALLY
 QJ0052'IN THE WEST FACE AND AT THE SOUTHWEST CORNER OF THE STONE WALL
 QJ0052'BUILDING, 0.24 METERS (0.79 FT) NORTH OF THE SOUTHWEST CORNER, 1.22
 QJ0052'METERS (4.00 FT) ABOVE THE GROUND.
 QJ0052
 QJ0052                          STATION RECOVERY (1995)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0052'RECOVERED AS DESCRIBED.
 QJ0052
 QJ0052                          STATION RECOVERY (2001)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0052'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0052
 QJ0052                          STATION RECOVERY (2005)
 QJ0052
 QJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0058 ***********************************************************************
 QJ0058  TIDAL BM    -  This is a Tidal Bench Mark.
 QJ0058  DESIGNATION -  907 5099 STORE
 QJ0058  PID         -  QJ0058
 QJ0058  STATE/COUNTY-  MI/CHIPPEWA
 QJ0058  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0058
 QJ0058                         *CURRENT SURVEY CONTROL
 QJ0058  ___________________________________________________________________
 QJ0058* NAD 83(1986)-  45 59 26.     (N)    083 54 01.     (W)     SCALED    
 QJ0058* NAVD 88     -       186.779  (meters)     612.79   (feet)  ADJUSTED  
 QJ0058  ___________________________________________________________________
 QJ0058  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QJ0058  DYNAMIC HT  -         186.782 (meters)     612.80  (feet)  COMP
 QJ0058  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 QJ0058
 QJ0058  VERT ORDER  -  FIRST     CLASS 0
 QJ0058
 QJ0058.The horizontal coordinates were scaled from a topographic map and have
 QJ0058.an estimated accuracy of +/- 6 seconds.
 QJ0058
 QJ0058.The orthometric height was determined by differential leveling
 QJ0058.and adjusted by the National Geodetic Survey in June 1991..
 QJ0058
 QJ0058.This Tidal Bench Mark is designated as VM 13078
 QJ0058.by the Center for Operational Oceanographic Products and Services.
 QJ0058
 QJ0058.The geoid height was determined by GEOID03.
 QJ0058
 QJ0058.The dynamic height is computed by dividing the NAVD 88
 QJ0058.geopotential number by the normal gravity value computed on the
 QJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0058.degrees latitude (g = 980.6199 gals.).
 QJ0058
 QJ0058.The modeled gravity was interpolated from observed gravity values.
 QJ0058
 QJ0058;                    North         East    Units  Estimated Accuracy
 QJ0058;SPC MI N     -   138,870.    8,240,070.      MT  (+/- 180 meters Scaled)
 QJ0058
 QJ0058                          SUPERSEDED SURVEY CONTROL
 QJ0058
 QJ0058.No superseded survey control is available for this station.
 QJ0058
 QJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL753970(NAD 83)
 QJ0058_MARKER: Z = SEE DESCRIPTION
 QJ0058_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0058+WITH SETTING: INFORMATION.
 QJ0058_SP_SET: IRON ROD
 QJ0058_MARK LOGO: USLS  
 QJ0058_PROJECTION: FLUSH
 QJ0058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0058_ROD/PIPE-DEPTH: 1.82 meters
 QJ0058
 QJ0058  HISTORY     - Date     Condition        Report By
 QJ0058  HISTORY     - 1949     MONUMENTED       USLS
 QJ0058  HISTORY     - 1972     GOOD             USLS
 QJ0058  HISTORY     - 1983     GOOD             NGS
 QJ0058  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0058  HISTORY     - 19940930 GOOD             NOS
 QJ0058  HISTORY     - 19950918 GOOD             NOS
 QJ0058
 QJ0058                          STATION DESCRIPTION
 QJ0058
 QJ0058'DESCRIBED BY US LAKE SURVEY 1972
 QJ0058'AT DETOUR.
 QJ0058'STORE IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, AT SOUTHEAST
 QJ0058'CORNER OF INTERSECTION OF STE. MARYS AND SUPERIOR STREETS, 1.7
 QJ0058'FEET NORTHEASTERLY OF NORTHWEST CORNER OF A GROCERY STORE, 1.3
 QJ0058'FEET EAST OF WEST EDGE OF SIDEWALK, 1.0 FEET NORTH OF NORTH
 QJ0058'FACE OF STORE, 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT
 QJ0058'ON TOP OF A 1-INCH DIAMETER IRON ROD, 6 FEET LONG.  NOTE-- MARK
 QJ0058'WAS PREVIOUSLY DESIGNATED STORE 1949.
 QJ0058
 QJ0058                          STATION RECOVERY (1983)
 QJ0058
 QJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DE TOUR
 QJ0058'VILLAGE, AT THE INTERSECTION OF ST. MARYS STREET AND SUPERIOR STREET,
 QJ0058'A 1-INCH IRON ROD SET AT THE NORTHWEST CORNER OF A CONCRETE BLOCK
 QJ0058'BUILDING (ABANDONED AT THIS DATE), 11.73 METERS (38.5 FT) EAST OF THE
 QJ0058'CENTER OF SUPERIOR STREET, 10.36 METERS (34.0 FT) SOUTH OF THE CENTER
 QJ0058'OF ST. MARYS STREET, 0.51 METERS (1.7 FT) NORTHEAST OF THE NORTHWEST
 QJ0058'CORNER OF THE BLOCK BUILDING, AND 0.30 METERS (1.0 FT) NORTH OF THE
 QJ0058'NORTH FACE.
 QJ0058'THE MARK IS ABOVE LEVEL WITH SUPERIOR STREET.
 QJ0058
 QJ0058                          STATION RECOVERY (1994)
 QJ0058
 QJ0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0058'MARK NOT FOUND.
 QJ0058
 QJ0058                          STATION RECOVERY (1994)
 QJ0058
 QJ0058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0058'STORE IS AT DETOUR, CHIPPEWA COUNTY, MICHIGAN, AT SOUTHEAST CORNER OF
 QJ0058'INTERSECTION OF STE.  MARYS AND SUPERIOR STREETS, 1.7 FEET (0.5 M)
 QJ0058'NORTHEASTERLY OF NORTHWEST CORNER OF A GROCERY STORE, 1.3 FEET (0.4 M)
 QJ0058'EAST OF WEST EDGE OF SIDEWALK, 1.0 FEET (0.3 M) NORTH OF NORTH FACE OF
 QJ0058'STORE.  NEW DESCRIPTION AS FOLLOWS. IN DE TOUR VILLAGE. AT THE
 QJ0058'INTERSECTION OF ST MARYS STREET AND SUPERIOR STREET, A 1-INCH IRON ROD
 QJ0058'1.8 METERS (5.9 FT) LONG. RECESSED 15 CENTIMETERS, AT THE NORTHWEST
 QJ0058'CORNER OF A CONCRETE BLOCK BUILDING (ABANDONED AT THIS DATE) , 11.73
 QJ0058'METERS (38.48 FT) EAST OF THE CENTER OF SUPERIOR STREET, 10.36 METERS
 QJ0058'(33.99 FT) SOUTH OF THE CENTER OF ST.  MARYS STREET, 0.51 METERS (1.67
 QJ0058'FT) NORTHEAST OF THE NORTHWEST CORNER OF THE BLOCK BUILDING, AND 0.30
 QJ0058'METERS (0.98 FT) NORTH OF THE NORTH FACE.
 QJ0058
 QJ0058                          STATION RECOVERY (1995)
 QJ0058
 QJ0058'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0058'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0732 ***********************************************************************
 RJ0732  DESIGNATION -  907 6010 A
 RJ0732  PID         -  RJ0732
 RJ0732  STATE/COUNTY-  MI/CHIPPEWA
 RJ0732  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0732
 RJ0732                         *CURRENT SURVEY CONTROL
 RJ0732  ___________________________________________________________________
 RJ0732* NAD 83(1986)-  46 10 18.     (N)    084 07 16.     (W)     SCALED    
 RJ0732* NAVD 88     -       177.600  (meters)     582.68   (feet)  ADJUSTED  
 RJ0732  ___________________________________________________________________
 RJ0732  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0732  DYNAMIC HT  -         177.606 (meters)     582.70  (feet)  COMP
 RJ0732  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RJ0732
 RJ0732  VERT ORDER  -  SECOND    CLASS I
 RJ0732
 RJ0732.The horizontal coordinates were scaled from a topographic map and have
 RJ0732.an estimated accuracy of +/- 6 seconds.
 RJ0732
 RJ0732.The orthometric height was determined by differential leveling
 RJ0732.and adjusted by the National Geodetic Survey in June 1991..
 RJ0732
 RJ0732.The geoid height was determined by GEOID03.
 RJ0732
 RJ0732.The dynamic height is computed by dividing the NAVD 88
 RJ0732.geopotential number by the normal gravity value computed on the
 RJ0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0732.degrees latitude (g = 980.6199 gals.).
 RJ0732
 RJ0732.The modeled gravity was interpolated from observed gravity values.
 RJ0732
 RJ0732;                    North         East    Units  Estimated Accuracy
 RJ0732;SPC MI N     -   158,340.    8,222,250.      MT  (+/- 180 meters Scaled)
 RJ0732
 RJ0732                          SUPERSEDED SURVEY CONTROL
 RJ0732
 RJ0732.No superseded survey control is available for this station.
 RJ0732
 RJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0732_MARKER: DB = BENCH MARK DISK
 RJ0732_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0732+WITH SETTING: PAVEMENT
 RJ0732_SP_SET: CONCRETE SLAB
 RJ0732_STAMPING: A 6010 1986
 RJ0732_MARK LOGO: NOS   
 RJ0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0732+STABILITY: SURFACE MOTION
 RJ0732
 RJ0732  HISTORY     - Date     Condition        Report By
 RJ0732  HISTORY     - 1986     MONUMENTED       NOS
 RJ0732
 RJ0732                          STATION DESCRIPTION
 RJ0732
 RJ0732'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0732'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0732'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0732'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, CEMENTED
 RJ0732'IN A DRILL HOLE IN A CONCRETE SLAB, 21.4 M (70.2 FT) SOUTH OF THE
 RJ0732'SOUTHWEST CORNER OF THE MAIN RESIDENCE OF THE MAIN RESIDENCE OF
 RJ0732'HARVEYS RESORT, 12.7 M (41.7 FT) EAST OF THE NORTHEAST CORNER OF A
 RJ0732'BAIT HOUSE, AND 0.6 M (2.0 FT) WEST OF THE WEST EDGE OF A BOAT RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0731 ***********************************************************************
 RJ0731  DESIGNATION -  907 6010 B
 RJ0731  PID         -  RJ0731
 RJ0731  STATE/COUNTY-  MI/CHIPPEWA
 RJ0731  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0731
 RJ0731                         *CURRENT SURVEY CONTROL
 RJ0731  ___________________________________________________________________
 RJ0731* NAD 83(1986)-  46 10 18.     (N)    084 07 16.     (W)     SCALED    
 RJ0731* NAVD 88     -       177.622  (meters)     582.75   (feet)  ADJUSTED  
 RJ0731  ___________________________________________________________________
 RJ0731  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0731  DYNAMIC HT  -         177.629 (meters)     582.77  (feet)  COMP
 RJ0731  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RJ0731
 RJ0731  VERT ORDER  -  SECOND    CLASS I
 RJ0731
 RJ0731.The horizontal coordinates were scaled from a topographic map and have
 RJ0731.an estimated accuracy of +/- 6 seconds.
 RJ0731
 RJ0731.The orthometric height was determined by differential leveling
 RJ0731.and adjusted by the National Geodetic Survey in June 1991..
 RJ0731
 RJ0731.The geoid height was determined by GEOID03.
 RJ0731
 RJ0731.The dynamic height is computed by dividing the NAVD 88
 RJ0731.geopotential number by the normal gravity value computed on the
 RJ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0731.degrees latitude (g = 980.6199 gals.).
 RJ0731
 RJ0731.The modeled gravity was interpolated from observed gravity values.
 RJ0731
 RJ0731;                    North         East    Units  Estimated Accuracy
 RJ0731;SPC MI N     -   158,340.    8,222,250.      MT  (+/- 180 meters Scaled)
 RJ0731
 RJ0731                          SUPERSEDED SURVEY CONTROL
 RJ0731
 RJ0731.No superseded survey control is available for this station.
 RJ0731
 RJ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0731_MARKER: DB = BENCH MARK DISK
 RJ0731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0731+WITH SETTING: PAVEMENT
 RJ0731_SP_SET: CONCRETE PAD
 RJ0731_STAMPING: B 6010 1986
 RJ0731_MARK LOGO: NOS   
 RJ0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0731+STABILITY: SURFACE MOTION
 RJ0731
 RJ0731  HISTORY     - Date     Condition        Report By
 RJ0731  HISTORY     - 1986     MONUMENTED       NOS
 RJ0731
 RJ0731                          STATION DESCRIPTION
 RJ0731
 RJ0731'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0731'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0731'17.3 KM (10.8 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0731'PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, CEMENTED IN
 RJ0731'A DRILL HOLE IN A CONRETE PAD, 11.9 M (39.0 FT) NORTH OF THE SOUTHEAST
 RJ0731'CORNER OF A BAIT HOUSE AT HARVEYS RESORT, 1.0 M (3.3 FT) EAST OF THE
 RJ0731'NORTHEAST CORNER OF THE BAIT HOUSE, AND 0.2 M (0.7 FT) SOUTH OF THE
 RJ0731'NORTH EDGE OF A PORCH, AND 0.2 M (0.7 FT) WEST OF THE EAST EDGE OF THE
 RJ0731'CONCRETE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0730 ***********************************************************************
 RJ0730  DESIGNATION -  907 6010 C
 RJ0730  PID         -  RJ0730
 RJ0730  STATE/COUNTY-  MI/CHIPPEWA
 RJ0730  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0730
 RJ0730                         *CURRENT SURVEY CONTROL
 RJ0730  ___________________________________________________________________
 RJ0730* NAD 83(1986)-  46 10 19.     (N)    084 07 17.     (W)     SCALED    
 RJ0730* NAVD 88     -       177.566  (meters)     582.56   (feet)  ADJUSTED  
 RJ0730  ___________________________________________________________________
 RJ0730  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0730  DYNAMIC HT  -         177.573 (meters)     582.59  (feet)  COMP
 RJ0730  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RJ0730
 RJ0730  VERT ORDER  -  SECOND    CLASS I
 RJ0730
 RJ0730.The horizontal coordinates were scaled from a topographic map and have
 RJ0730.an estimated accuracy of +/- 6 seconds.
 RJ0730
 RJ0730.The orthometric height was determined by differential leveling
 RJ0730.and adjusted by the National Geodetic Survey in June 1991..
 RJ0730
 RJ0730.The geoid height was determined by GEOID03.
 RJ0730
 RJ0730.The dynamic height is computed by dividing the NAVD 88
 RJ0730.geopotential number by the normal gravity value computed on the
 RJ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0730.degrees latitude (g = 980.6199 gals.).
 RJ0730
 RJ0730.The modeled gravity was interpolated from observed gravity values.
 RJ0730
 RJ0730;                    North         East    Units  Estimated Accuracy
 RJ0730;SPC MI N     -   158,370.    8,222,230.      MT  (+/- 180 meters Scaled)
 RJ0730
 RJ0730                          SUPERSEDED SURVEY CONTROL
 RJ0730
 RJ0730.No superseded survey control is available for this station.
 RJ0730
 RJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0730_MARKER: DB = BENCH MARK DISK
 RJ0730_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0730+WITH SETTING: PAVEMENT
 RJ0730_SP_SET: PLATFORM
 RJ0730_STAMPING: C 6010 1986
 RJ0730_MARK LOGO: NOS   
 RJ0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0730+STABILITY: SURFACE MOTION
 RJ0730
 RJ0730  HISTORY     - Date     Condition        Report By
 RJ0730  HISTORY     - 1986     MONUMENTED       NOS
 RJ0730
 RJ0730                          STATION DESCRIPTION
 RJ0730
 RJ0730'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0730'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0730'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0730'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 RJ0730'AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF A CONCRETE PLATFORM OF A
 RJ0730'FISH CLEANING HOUSE AT HARVEYS RESORT, 24.8 M (81.4 FT) WEST OF THE
 RJ0730'SOUTHWEST CORNER OF THE MAIN RESIDENCE, 4.9 M (16.1 FT) EAST OF THE
 RJ0730'EAST FACE OF A BULKHEAD, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF
 RJ0730'THE PLATFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0729 ***********************************************************************
 RJ0729  DESIGNATION -  907 6010 D
 RJ0729  PID         -  RJ0729
 RJ0729  STATE/COUNTY-  MI/CHIPPEWA
 RJ0729  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0729
 RJ0729                         *CURRENT SURVEY CONTROL
 RJ0729  ___________________________________________________________________
 RJ0729* NAD 83(1986)-  46 10 19.     (N)    084 07 16.     (W)     SCALED    
 RJ0729* NAVD 88     -       177.695  (meters)     582.99   (feet)  ADJUSTED  
 RJ0729  ___________________________________________________________________
 RJ0729  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0729  DYNAMIC HT  -         177.702 (meters)     583.01  (feet)  COMP
 RJ0729  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RJ0729
 RJ0729  VERT ORDER  -  SECOND    CLASS I
 RJ0729
 RJ0729.The horizontal coordinates were scaled from a topographic map and have
 RJ0729.an estimated accuracy of +/- 6 seconds.
 RJ0729
 RJ0729.The orthometric height was determined by differential leveling
 RJ0729.and adjusted by the National Geodetic Survey in June 1991..
 RJ0729
 RJ0729.The geoid height was determined by GEOID03.
 RJ0729
 RJ0729.The dynamic height is computed by dividing the NAVD 88
 RJ0729.geopotential number by the normal gravity value computed on the
 RJ0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0729.degrees latitude (g = 980.6199 gals.).
 RJ0729
 RJ0729.The modeled gravity was interpolated from observed gravity values.
 RJ0729
 RJ0729;                    North         East    Units  Estimated Accuracy
 RJ0729;SPC MI N     -   158,370.    8,222,250.      MT  (+/- 180 meters Scaled)
 RJ0729
 RJ0729                          SUPERSEDED SURVEY CONTROL
 RJ0729
 RJ0729.No superseded survey control is available for this station.
 RJ0729
 RJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0729_MARKER: DB = BENCH MARK DISK
 RJ0729_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0729+WITH SETTING: PAVEMENT
 RJ0729_SP_SET: CONCRETE FLOOR
 RJ0729_STAMPING: D 6010 1986
 RJ0729_MARK LOGO: NOS   
 RJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0729+STABILITY: SURFACE MOTION
 RJ0729
 RJ0729  HISTORY     - Date     Condition        Report By
 RJ0729  HISTORY     - 1986     MONUMENTED       NOS
 RJ0729
 RJ0729                          STATION DESCRIPTION
 RJ0729
 RJ0729'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0729'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0729'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0729'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 RJ0729'AND 0.2 M (0.7 FT) NORTH OF THE SOUTH EDGE OF A CONCRETE FLOOR OF A
 RJ0729'GARAGE BUILDING AT HARVEYS RESORT, 19.5 M (64.0 FT) WEST OF UTILITY
 RJ0729'POLE NUMBER PD255142B, 1.8 M (5.8 FT) EAST OF THE SOUTHEAST CORNER OF
 RJ0729'THE GARAGE, AND 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF THE ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0728 ***********************************************************************
 RJ0728  DESIGNATION -  907 6010 E
 RJ0728  PID         -  RJ0728
 RJ0728  STATE/COUNTY-  MI/CHIPPEWA
 RJ0728  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0728
 RJ0728                         *CURRENT SURVEY CONTROL
 RJ0728  ___________________________________________________________________
 RJ0728* NAD 83(1986)-  46 10 19.     (N)    084 07 15.     (W)     SCALED    
 RJ0728* NAVD 88     -       177.626  (meters)     582.76   (feet)  ADJUSTED  
 RJ0728  ___________________________________________________________________
 RJ0728  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0728  DYNAMIC HT  -         177.633 (meters)     582.78  (feet)  COMP
 RJ0728  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RJ0728
 RJ0728  VERT ORDER  -  SECOND    CLASS I
 RJ0728
 RJ0728.The horizontal coordinates were scaled from a topographic map and have
 RJ0728.an estimated accuracy of +/- 6 seconds.
 RJ0728
 RJ0728.The orthometric height was determined by differential leveling
 RJ0728.and adjusted by the National Geodetic Survey in June 1991..
 RJ0728
 RJ0728.The geoid height was determined by GEOID03.
 RJ0728
 RJ0728.The dynamic height is computed by dividing the NAVD 88
 RJ0728.geopotential number by the normal gravity value computed on the
 RJ0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0728.degrees latitude (g = 980.6199 gals.).
 RJ0728
 RJ0728.The modeled gravity was interpolated from observed gravity values.
 RJ0728
 RJ0728;                    North         East    Units  Estimated Accuracy
 RJ0728;SPC MI N     -   158,370.    8,222,270.      MT  (+/- 180 meters Scaled)
 RJ0728
 RJ0728                          SUPERSEDED SURVEY CONTROL
 RJ0728
 RJ0728.No superseded survey control is available for this station.
 RJ0728
 RJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS222171(NAD 83)
 RJ0728_MARKER: DB = BENCH MARK DISK
 RJ0728_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0728+WITH SETTING: PAVEMENT
 RJ0728_SP_SET: CONCRETE SLAB
 RJ0728_STAMPING: E 6010 1986
 RJ0728_MARK LOGO: NOS   
 RJ0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0728+STABILITY: SURFACE MOTION
 RJ0728
 RJ0728  HISTORY     - Date     Condition        Report By
 RJ0728  HISTORY     - 1986     MONUMENTED       NOS
 RJ0728
 RJ0728                          STATION DESCRIPTION
 RJ0728
 RJ0728'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0728'18.8 KM (11.7 MI) EAST FROM PICKFORD.
 RJ0728'17.3 KM (10.75 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE
 RJ0728'IN PICKFORD, THENCE 1.9 KM (1.2 MI) NORTH ALONG A DIRT ROAD, IN TOP OF
 RJ0728'AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST EDGE OF A CONCRETE SLAB
 RJ0728'SURROUNDING A GARAGE AT HARVEYS RESORT, AND 14.2 M (46.6 FT)
 RJ0728'NORTH-NORTHWEST OF UTILITY POLE NUMBER PD255142B, 0.2 M (0.7 FT) EAST
 RJ0728'THE SOUTHWEST CORNER OF A GARAGE, AND 0.2 M (0.7 MI) NORTHWEST OF THE
 RJ0728'SOUTHEAST EDGE OF THE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0128 ***********************************************************************
 RJ0128  DESIGNATION -  907 6032 BOULT USLS
 RJ0128  PID         -  RJ0128
 RJ0128  STATE/COUNTY-  MI/CHIPPEWA
 RJ0128  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0128
 RJ0128                         *CURRENT SURVEY CONTROL
 RJ0128  ___________________________________________________________________
 RJ0128* NAD 83(1986)-  46 29 12.     (N)    084 18 17.     (W)     SCALED    
 RJ0128* NAVD 88     -       179.039  (meters)     587.40   (feet)  ADJUSTED  
 RJ0128  ___________________________________________________________________
 RJ0128  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0128  DYNAMIC HT  -         179.049 (meters)     587.43  (feet)  COMP
 RJ0128  MODELED GRAV-     980,665.3   (mgal)                       NAVD 88
 RJ0128
 RJ0128  VERT ORDER  -  FIRST     CLASS 0
 RJ0128
 RJ0128.The horizontal coordinates were scaled from a topographic map and have
 RJ0128.an estimated accuracy of +/- 6 seconds.
 RJ0128
 RJ0128.The orthometric height was determined by differential leveling
 RJ0128.and adjusted by the National Geodetic Survey in June 1991..
 RJ0128
 RJ0128.The geoid height was determined by GEOID03.
 RJ0128
 RJ0128.The dynamic height is computed by dividing the NAVD 88
 RJ0128.geopotential number by the normal gravity value computed on the
 RJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0128.degrees latitude (g = 980.6199 gals.).
 RJ0128
 RJ0128.The modeled gravity was interpolated from observed gravity values.
 RJ0128
 RJ0128;                    North         East    Units  Estimated Accuracy
 RJ0128;SPC MI N     -   192,830.    8,206,890.      MT  (+/- 180 meters Scaled)
 RJ0128
 RJ0128                          SUPERSEDED SURVEY CONTROL
 RJ0128
 RJ0128  NGVD 29 (??/??/92)  179.04   (m)          587.4    (f) COMPUTED    1 0
 RJ0128
 RJ0128.Superseded values are not recommended for survey control.
 RJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0128.See file dsdata.txt to determine how the superseded data were derived.
 RJ0128
 RJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068516(NAD 83)
 RJ0128_MARKER: Z = SEE DESCRIPTION
 RJ0128_SETTING: 80 = SET IN A BOULDER
 RJ0128_SP_SET: BOULDER
 RJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0128+STABILITY: SURFACE MOTION
 RJ0128
 RJ0128  HISTORY     - Date     Condition        Report By
 RJ0128  HISTORY     - 1960     MONUMENTED       RBNF
 RJ0128  HISTORY     - 1972     GOOD             USLS
 RJ0128  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0128
 RJ0128                          STATION DESCRIPTION
 RJ0128
 RJ0128'DESCRIBED BY US LAKE SURVEY 1972
 RJ0128'AT SAULT STE MARIE.
 RJ0128'BOULT IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON NORTH
 RJ0128'SIDE OF PORTAGE AVENUE, 1.4 MILES SOUTHEASTERLY OF BRIDGE OVER
 RJ0128'POWER CANAL, 0.1 MILE NORTHWESTERLY OF LIGHT NO. 99, NEAR
 RJ0128'NORTHEAST CORNER OF DWELLING OWNED BY CITY OF SAULT STE. MARIE
 RJ0128'(FORMERLY OWNED BY JAMES BOULT), 31.3 FEET NORTH OF NORTHEAST
 RJ0128'CORNER OF ATTACHED GARAGE, 17.7 FEET NORTHEAST OF NORTHEAST
 RJ0128'CORNER OF PORCH, 1.0 FOOT WEST OF LINE OF EAST FACE OF GARAGE,
 RJ0128'JUST ABOVE THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 RJ0128'A 1-1/4 INCH SQUARE IRON ROD SET IN TOP OF A IMBEDDED GRANITE
 RJ0128'BOULDER.
 RJ0128
 RJ0128                          STATION RECOVERY (1983)
 RJ0128
 RJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0128'NOT RECOVERED, AREA HAS BEEN EXCAVATED AND FILLED IN, PRESUMED
 RJ0128'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0127 ***********************************************************************
 RJ0127  DESIGNATION -  907 6032 ISLAND B USLS
 RJ0127  PID         -  RJ0127
 RJ0127  STATE/COUNTY-  MI/CHIPPEWA
 RJ0127  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0127
 RJ0127                         *CURRENT SURVEY CONTROL
 RJ0127  ___________________________________________________________________
 RJ0127* NAD 83(1986)-  46 29 05.     (N)    084 18 03.     (W)     SCALED    
 RJ0127* NAVD 88     -       178.291  (meters)     584.94   (feet)  ADJUSTED  
 RJ0127  ___________________________________________________________________
 RJ0127  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0127  DYNAMIC HT  -         178.300 (meters)     584.97  (feet)  COMP
 RJ0127  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RJ0127
 RJ0127  VERT ORDER  -  FIRST     CLASS 0
 RJ0127
 RJ0127.The horizontal coordinates were scaled from a topographic map and have
 RJ0127.an estimated accuracy of +/- 6 seconds.
 RJ0127
 RJ0127.The orthometric height was determined by differential leveling
 RJ0127.and adjusted by the National Geodetic Survey in June 1991..
 RJ0127.WARNING-Repeat measurements at this control monument indicate possible
 RJ0127.vertical movement.
 RJ0127
 RJ0127.The geoid height was determined by GEOID03.
 RJ0127
 RJ0127.The dynamic height is computed by dividing the NAVD 88
 RJ0127.geopotential number by the normal gravity value computed on the
 RJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0127.degrees latitude (g = 980.6199 gals.).
 RJ0127
 RJ0127.The modeled gravity was interpolated from observed gravity values.
 RJ0127
 RJ0127;                    North         East    Units  Estimated Accuracy
 RJ0127;SPC MI N     -   192,630.    8,207,190.      MT  (+/- 180 meters Scaled)
 RJ0127
 RJ0127                          SUPERSEDED SURVEY CONTROL
 RJ0127
 RJ0127.No superseded survey control is available for this station.
 RJ0127
 RJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS071514(NAD 83)
 RJ0127_MARKER: Z = SEE DESCRIPTION
 RJ0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0127_SP_SET: CONCRETE SLAB
 RJ0127_MARK LOGO: USLS  
 RJ0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0127+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0127
 RJ0127  HISTORY     - Date     Condition        Report By
 RJ0127  HISTORY     - UNK      MONUMENTED       USLS
 RJ0127  HISTORY     - 1972     GOOD             USLS
 RJ0127  HISTORY     - 1983     GOOD             NGS
 RJ0127  HISTORY     - 20060829 GOOD             USPSQD
 RJ0127
 RJ0127                          STATION DESCRIPTION
 RJ0127
 RJ0127'DESCRIBED BY US LAKE SURVEY 1972
 RJ0127'AT SAULT STE MARIE.
 RJ0127'ISLAND B A BENCH MARK ESTABLISHED BY THE U.S.E.O. SAULT STE.
 RJ0127'MARIE, IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0127'NORTHEAST SIDE OF PORTAGE AVENUE, 1.6 MILES SOUTHEAST OF BRIDGE
 RJ0127'OVER POWER CANAL, IN ROTARY COMMUNITY PARK, 41.4 FEET SOUTH
 RJ0127'OF WATER LEVEL GAGE, 29.6 FEET NORTHEAST OF NORTH CORNER (B.M.
 RJ0127'OUT) OF 3X3-FOOT CONCRETE SLAB ATTACHED TO WOMENS OUT BUILDING,
 RJ0127'BEING HIGHEST POINT ON TOP OF A 1-INCH SQUARE ROD SET INSIDE
 RJ0127'A PIPE WITH 3-1/2 INCH DIAMETER SCREW CAP COVER ON TOP.
 RJ0127
 RJ0127                          STATION RECOVERY (1983)
 RJ0127
 RJ0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0127'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM
 RJ0127'SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE JUNCTION
 RJ0127'OF ASHMUN STREET IN SAULT STE. MARIE, IN THE ROTARY COMMUNITY PARK,
 RJ0127'THE HIGHEST POINT OF A 1-INCH SQUARE ROD PROTECTED BY A 3-1/2 INCH
 RJ0127'DIAMETER SCREW CAP COVER, 9.08 METERS (29.8 FT) NORTHEAST OF THE NORTH
 RJ0127'CORNER OF A 3 BY 3 FOOT CONCRETE SLAB ATTACHED TO THE WOMENS RESTROOM
 RJ0127'(BENCH MARK OUT), 12.22 METERS (40.1 FT) SOUTHEAST OF THE SOUTHWEST
 RJ0127'CORNER OF THE BUILDING WHICH HOUSES THE WATER GAGE, 23.95 METERS (78.6
 RJ0127'FT) WEST OF POWERLINE POLE NUMBER F 312, 3.66 METERS (12.0 FT) NORTH
 RJ0127'OF THE CENTER OF THE PARK ROAD.  A METAL ROD PROJECTING 2 INCHES.
 RJ0127
 RJ0127                          STATION RECOVERY (2006)
 RJ0127
 RJ0127'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0123 ***********************************************************************
 RJ0123  DESIGNATION -  907 6032 LITTLE RAPIDS
 RJ0123  PID         -  RJ0123
 RJ0123  STATE/COUNTY-  MI/CHIPPEWA
 RJ0123  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0123
 RJ0123                         *CURRENT SURVEY CONTROL
 RJ0123  ___________________________________________________________________
 RJ0123* NAD 83(1994)-  46 29 11.81903(N)    084 18 08.54779(W)     ADJUSTED  
 RJ0123* NAVD 88     -       178.514  (meters)     585.67   (feet)  ADJUSTED  
 RJ0123  ___________________________________________________________________
 RJ0123  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 RJ0123  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0123  DYNAMIC HT  -         178.524 (meters)     585.71  (feet)  COMP
 RJ0123  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RJ0123
 RJ0123  HORZ ORDER  -  THIRD
 RJ0123  VERT ORDER  -  FIRST     CLASS 0
 RJ0123
 RJ0123.The horizontal coordinates were established by classical geodetic methods
 RJ0123.and adjusted by the National Geodetic Survey in February 1997..
 RJ0123
 RJ0123.The orthometric height was determined by differential leveling
 RJ0123.and adjusted by the National Geodetic Survey in June 1991..
 RJ0123.WARNING-Repeat measurements at this control monument indicate possible
 RJ0123.vertical movement.
 RJ0123
 RJ0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0123
 RJ0123.The geoid height was determined by GEOID03.
 RJ0123
 RJ0123.The dynamic height is computed by dividing the NAVD 88
 RJ0123.geopotential number by the normal gravity value computed on the
 RJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0123.degrees latitude (g = 980.6199 gals.).
 RJ0123
 RJ0123.The modeled gravity was interpolated from observed gravity values.
 RJ0123
 RJ0123;                    North         East     Units Scale Factor Converg.
 RJ0123;SPC MI N     -   192,834.276 8,207,068.719   MT  0.99990899   +1 56 59.3
 RJ0123;SPC MI N     -   632,658.39 26,926,078.47   iFT  0.99990899   +1 56 59.3
 RJ0123;UTM  16      - 5,151,652.189   707,040.812   MT  1.00012694   +1 57 25.4
 RJ0123
 RJ0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0123!SPC MI N     -   0.99997776  x   0.99990899  =   0.99988676
 RJ0123!UTM  16      -   0.99997776  x   1.00012694  =   1.00010470
 RJ0123
 RJ0123:                Primary Azimuth Mark                     Grid Az
 RJ0123:SPC MI N     -  TOPSAIL ISLAND OLD TOWER                 014 15 21.2
 RJ0123:UTM  16      -  TOPSAIL ISLAND OLD TOWER                 014 14 55.1
 RJ0123
 RJ0123|---------------------------------------------------------------------|
 RJ0123| PID    Reference Object                     Distance      Geod. Az  |
 RJ0123|                                                           dddmmss.s |
 RJ0123| RJ1034 TOPSAIL ISLAND OLD TOWER            APPROX. 1.1 KM 0161220.5 |
 RJ0123| RJ1032 BELLVIEW PARK FLAGPOLE              APPROX. 1.2 KM 0205215.0 |
 RJ0123| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 2.0 KM 0355526.7 |
 RJ0123| RJ1028 BAYFIELD ROCK R RNG LT              APPROX. 1.7 KM 0844321.7 |
 RJ0123| RJ1033 LITTLE RAPIDS CUT LT 98             352.540 METERS 11153     |
 RJ0123| RJ0617 FERRY DOCK                          131.037 METERS 14614     |
 RJ0123| RJ1038 SAULT STE MARIE CABLE TV MAST       APPROX. 2.5 KM 2670452.3 |
 RJ0123| RJ0855 ONTARIO BELL RELAY TOWER            APPROX. 3.9 KM 3184338.4 |
 RJ0123| RJ0835 SAULT STE MARIE ST JOHN SPIRE       APPROX. 2.9 KM 3215908.6 |
 RJ0123| RJ0854 ONTARIO NATIONAL RELAY TR           APPROX. 3.2 KM 3264913.9 |
 RJ0123| RJ0853 SAULT STE MARIE ONTARIO TANK        APPROX. 5.8 KM 3485432.0 |
 RJ0123|---------------------------------------------------------------------|
 RJ0123
 RJ0123                          SUPERSEDED SURVEY CONTROL
 RJ0123
 RJ0123  NAD 83(1986)-  46 29 11.80282(N)    084 18 08.56332(W) AD(       ) 3
 RJ0123  NAD 27      -  46 29 11.72895(N)    084 18 08.42718(W) AD(       ) 3
 RJ0123  NGVD 29 (07/19/86)  178.47   (m)          585.5    (f) LEVELING    3  
 RJ0123
 RJ0123.Superseded values are not recommended for survey control.
 RJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0123.See file dsdata.txt to determine how the superseded data were derived.
 RJ0123
 RJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0704151652(NAD 83)
 RJ0123_MARKER: I = METAL ROD
 RJ0123_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0123+WITH SETTING: INTO GROUND
 RJ0123_MARK LOGO: USLS  
 RJ0123_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0123+STABILITY: SURFACE MOTION
 RJ0123
 RJ0123  HISTORY     - Date     Condition        Report By
 RJ0123  HISTORY     - 1981     MONUMENTED       NOS
 RJ0123  HISTORY     - 1972     GOOD             USLS
 RJ0123  HISTORY     - 1983     GOOD             NGS
 RJ0123  HISTORY     - 19950603 GOOD             USPSQD
 RJ0123
 RJ0123                          STATION DESCRIPTION
 RJ0123
 RJ0123'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0123'THE STATION IS LOCATED ON THE EAST SIDE OF SAULT STE MARIE, MI.
 RJ0123'ON US COAST GUARD PROPERTY NEAR THE FERRY DOCK TO SUGAR ISLAND.
 RJ0123'
 RJ0123'TO REACH THE STATION FROM THE JUNCTION OF ASHMUN STREET AND
 RJ0123'PORTAGE AVE. IN SAULT STE MARIE GO SOUTHEAST ON PORTAGE AVE.
 RJ0123'FOR 5.5 KILOMETERS(3.4 MILES) TO THE ENTRANCE TO THE COAST
 RJ0123'GUARD NAVIGATION AIDS STATION IN THE PARKING AREA FOR
 RJ0123'THE SUGAR ISLAND FERRY.  DRIVE INTO THE FENCED IN COAST
 RJ0123'GUARD AREA AND THE AREA OF THE STATION.  THE STATION AT
 RJ0123'THE TIME OF SURVEY HAD A 3 METER TRIPOD SET OVER THE TOP OF IT.
 RJ0123'
 RJ0123'THE STATION IS A 3 CM.(1.2 INCH) IRON ROD WITH A CROSS CUT INTO
 RJ0123'THE TOP.  THE ROD IS IMBEDDED INTO THE TOP OF A PARTIALLY
 RJ0123'EXPOSED RED SANDSTONE BOULDER.
 RJ0123'IT IS LOCATED
 RJ0123'16.61 METERS (54.5 FT) SOUTH FROM THE NORTHEAST FENCE CORNER,
 RJ0123'12.44 METERS (40.8 FT) NORTH FROM THE WEST CORNER OF THE COAST
 RJ0123'GUARD BUILDING, AND
 RJ0123'7.92 METERS (26.0 FT) NORTHWEST FROM THE NORTH CORNER OF THE
 RJ0123'COAST GUARD BUILDING.
 RJ0123'
 RJ0123'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.70 METERS.
 RJ0123
 RJ0123                          STATION RECOVERY (1972)
 RJ0123
 RJ0123'RECOVERY NOTE BY US LAKE SURVEY 1972
 RJ0123'AT SAULT STE MARIE.
 RJ0123'LITTLE RAPIDS (B.M. LITTLE, 1901), IS AT SAULT STE. MARIE,
 RJ0123'CHIPPEWA COUNTY, MICHIGAN, 1.6 MILES SOUTHEASTERLY OF BRIDGE
 RJ0123'OVER POWER CANAL, ABOUT 400 FEET NORTHEAST OF CENTERLINE OF
 RJ0123'PORTAGE STREET, NEAR LIGHT 99, 54.5 FEET SOUTH OF FENCE CORNER,
 RJ0123'40.8 FEET NORTH OF WEST CORNER AND 26.0 FEET NORTHWEST OF NORTH
 RJ0123'CORNER OF LIGHTKEEPERS DWELLING, FLUSH WITH GROUND SURFACE,
 RJ0123'BEING HIGHEST POINT ON TOP OF 1-1/4 INCH SQUARE IRON ROD SET IN
 RJ0123'TOP OF AN IMBEDDED RED SANDSTONE BOULDER.
 RJ0123
 RJ0123                          STATION RECOVERY (1983)
 RJ0123
 RJ0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0123'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.6 KM (2.25
 RJ0123'MILES) SOUTHEAST ALONG PORTAGE AVENUE FROM THE JUNCTION OF ASHMUN
 RJ0123'STREET IN SAULT STE. MARIE, ABOUT 122 METERS (400.0 FEET) NORTHEAST OF
 RJ0123'CENTERLINE OF PORTAGE STREET, NEAR COAST GUARD LIGHT POLE NUMBER 99,
 RJ0123'INSIDE A SECURITY FENCED AREA AND ON PROPERTY OF THE U.S. COAST GUARD,
 RJ0123'HIGH POINT ON TOP OF A 1 1/4 INCH SQUARE IRON ROD SET IN TOP OF AN
 RJ0123'IMBEDDED TWO BY TWO FOOT BOULDER, (RED SANDSTONE), 12.4 METERS (40.8
 RJ0123'FEET) NORTH OF WEST CORNER OF LIGHTKEEPERS HOUSE (NOW ABANDON),
 RJ0123'7.9 METERS (26.0 FEET) NORTHWEST OF NORTH CORNER OF LIGHTKEEPERS
 RJ0123'HOUSE.
 RJ0123'THE MARK IS ABOVE LEVEL WITH GROUND.
 RJ0123
 RJ0123                          STATION RECOVERY (1995)
 RJ0123
 RJ0123'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0126 ***********************************************************************
 RJ0126  DESIGNATION -  907 6032 OUT USLS
 RJ0126  PID         -  RJ0126
 RJ0126  STATE/COUNTY-  MI/CHIPPEWA
 RJ0126  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0126
 RJ0126                         *CURRENT SURVEY CONTROL
 RJ0126  ___________________________________________________________________
 RJ0126* NAD 83(1986)-  46 29 05.     (N)    084 18 03.     (W)     SCALED    
 RJ0126* NAVD 88     -       178.702  (meters)     586.29   (feet)  ADJUSTED  
 RJ0126  ___________________________________________________________________
 RJ0126  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0126  DYNAMIC HT  -         178.712 (meters)     586.32  (feet)  COMP
 RJ0126  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RJ0126
 RJ0126  VERT ORDER  -  FIRST     CLASS 0
 RJ0126
 RJ0126.The horizontal coordinates were scaled from a topographic map and have
 RJ0126.an estimated accuracy of +/- 6 seconds.
 RJ0126
 RJ0126.The orthometric height was determined by differential leveling
 RJ0126.and adjusted by the National Geodetic Survey in June 1991..
 RJ0126
 RJ0126.The geoid height was determined by GEOID03.
 RJ0126
 RJ0126.The dynamic height is computed by dividing the NAVD 88
 RJ0126.geopotential number by the normal gravity value computed on the
 RJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0126.degrees latitude (g = 980.6199 gals.).
 RJ0126
 RJ0126.The modeled gravity was interpolated from observed gravity values.
 RJ0126
 RJ0126;                    North         East    Units  Estimated Accuracy
 RJ0126;SPC MI N     -   192,630.    8,207,190.      MT  (+/- 180 meters Scaled)
 RJ0126
 RJ0126                          SUPERSEDED SURVEY CONTROL
 RJ0126
 RJ0126.No superseded survey control is available for this station.
 RJ0126
 RJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS071514(NAD 83)
 RJ0126_MARKER: Q = CHISELED SQUARE
 RJ0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0126_SP_SET: CONCRETE SLAB
 RJ0126_MARK LOGO: USLS  
 RJ0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0126
 RJ0126  HISTORY     - Date     Condition        Report By
 RJ0126  HISTORY     - 1968     MONUMENTED       USLS
 RJ0126  HISTORY     - 1972     GOOD             USLS
 RJ0126  HISTORY     - 1983     GOOD             NGS
 RJ0126  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0126  HISTORY     - 20011029 GOOD             USPSQD
 RJ0126  HISTORY     - 20040824 GOOD             USPSQD
 RJ0126  HISTORY     - 20060829 GOOD             USPSQD
 RJ0126
 RJ0126                          STATION DESCRIPTION
 RJ0126
 RJ0126'DESCRIBED BY US LAKE SURVEY 1972
 RJ0126'AT SAULT STE MARIE.
 RJ0126'OUT IS AT SAULT STE. MARIE CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0126'NORTHEAST SIDE OF PORTAGE AVENUE, 1.6 MILES SOUTHEASTERLY OF
 RJ0126'BRIDGE OVER POWER CANAL, IN ROTARY COMMUNITY PARK, 57.5 FEET
 RJ0126'SOUTHERLY OF WESTERLY CORNER OF COAST GUARD LOOKOUT NO. 3, 55
 RJ0126'FEET SOUTHWEST OF WATERS EDGE, 29.6 FEET NORTHWEST OF A PIPE
 RJ0126'WITH SCREW CAP COVER, 1/4-FOOT ABOVE THE GROUND, BEING HIGHEST
 RJ0126'POINT IN A 1-INCH SQUARE CUT IN TOP OF NORTH CORNER OF A 3X3-FOOT
 RJ0126'CONCRETE SLAB ATTACHED TO THE WOMENS OUT BUILDING.
 RJ0126
 RJ0126                          STATION RECOVERY (1983)
 RJ0126
 RJ0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0126'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3
 RJ0126'MI) SOUTHEAST ALONG EAST PORTAGE AVENUE FROM THE JUNCTION OF ASHMUN
 RJ0126'STREET IN SAULT STE. MARIE, IN THE ROTARY COMMUNITY PARK, ABOUT 274.0
 RJ0126'METERS (300 YARDS) SOUTHEAST OF THE SUGAR ISLAND FERRY DOCK, THE HIGH
 RJ0126'POINT OF A 1-INCH SQUARE CUT IN THE TOP OF A 3 BY 3 FOOT CONCRETE SLAB
 RJ0126'ATTACHED TO THE WOMENS RESTROOM BUILDING LOCATED ABOUT 16.8 METERS
 RJ0126'(55.0 FT) SOUTHWEST OF THE WATERS EDGE, 9.0 METERS (29.6 FT) NORTHWEST
 RJ0126'OF A PIPE WITH SCREW CAP COVER (BM ISLAND B).
 RJ0126'THE MARK IS 0.12 M ABOVE GROUND.
 RJ0126
 RJ0126                          STATION RECOVERY (1995)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0126'MARK NOT FOUND.
 RJ0126
 RJ0126                          STATION RECOVERY (2001)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0126'RECOVERED IN GOOD CONDITION.
 RJ0126
 RJ0126                          STATION RECOVERY (2004)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0126'RECOVERED IN GOOD CONDITION.
 RJ0126
 RJ0126                          STATION RECOVERY (2006)
 RJ0126
 RJ0126'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0125 ***********************************************************************
 RJ0125  DESIGNATION -  907 6032 SIGN USLS
 RJ0125  PID         -  RJ0125
 RJ0125  STATE/COUNTY-  MI/CHIPPEWA
 RJ0125  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0125
 RJ0125                         *CURRENT SURVEY CONTROL
 RJ0125  ___________________________________________________________________
 RJ0125* NAD 83(1986)-  46 29 05.     (N)    084 18 02.     (W)     SCALED    
 RJ0125* NAVD 88     -       177.729  (meters)     583.10   (feet)  ADJUSTED  
 RJ0125  ___________________________________________________________________
 RJ0125  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0125  DYNAMIC HT  -         177.739 (meters)     583.13  (feet)  COMP
 RJ0125  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RJ0125
 RJ0125  VERT ORDER  -  FIRST     CLASS 0
 RJ0125
 RJ0125.The horizontal coordinates were scaled from a topographic map and have
 RJ0125.an estimated accuracy of +/- 6 seconds.
 RJ0125
 RJ0125.The orthometric height was determined by differential leveling
 RJ0125.and adjusted by the National Geodetic Survey in June 1991..
 RJ0125
 RJ0125.The geoid height was determined by GEOID03.
 RJ0125
 RJ0125.The dynamic height is computed by dividing the NAVD 88
 RJ0125.geopotential number by the normal gravity value computed on the
 RJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0125.degrees latitude (g = 980.6199 gals.).
 RJ0125
 RJ0125.The modeled gravity was interpolated from observed gravity values.
 RJ0125
 RJ0125;                    North         East    Units  Estimated Accuracy
 RJ0125;SPC MI N     -   192,630.    8,207,220.      MT  (+/- 180 meters Scaled)
 RJ0125
 RJ0125                          SUPERSEDED SURVEY CONTROL
 RJ0125
 RJ0125.No superseded survey control is available for this station.
 RJ0125
 RJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS071514(NAD 83)
 RJ0125_MARKER: Z = SEE DESCRIPTION
 RJ0125_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0125+WITH SETTING: INTO GROUND
 RJ0125_MARK LOGO: USLS  
 RJ0125_PROJECTION: FLUSH
 RJ0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0125+STABILITY: SURFACE MOTION
 RJ0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0125+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0125_ROD/PIPE-DEPTH: 13.1 meters
 RJ0125
 RJ0125  HISTORY     - Date     Condition        Report By
 RJ0125  HISTORY     - 1969     MONUMENTED       USLS
 RJ0125  HISTORY     - 1972     GOOD             USLS
 RJ0125  HISTORY     - 1983     GOOD             NGS
 RJ0125  HISTORY     - 19950603 GOOD             USPSQD
 RJ0125  HISTORY     - 20011029 GOOD             USPSQD
 RJ0125  HISTORY     - 20040824 GOOD             USPSQD
 RJ0125  HISTORY     - 20060829 GOOD             USPSQD
 RJ0125
 RJ0125                          STATION DESCRIPTION
 RJ0125
 RJ0125'DESCRIBED BY US LAKE SURVEY 1972
 RJ0125'AT SAULT STE MARIE.
 RJ0125'SIGN IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0125'NORTHEAST SIDE OF PORTAGE AVENUE, 1.6 MILES SOUTHEASTERLY OF
 RJ0125'BRIDGE OVER POWER CANAL, IN ROTARY COMMUNITY PARK, 124.8 FEET
 RJ0125'SOUTHEASTERLY OF SOUTH CORNER OF COAST GUARD LOOKOUT NO. 3,
 RJ0125'118.1 FEET NORTHEAST OF UTILITY POLE NO. F31/1, 27 FEET
 RJ0125'NORTHEAST OF CENTERLINE OF PARK ROAD, 12 FEET WESTERLY OF
 RJ0125'WATERS EDGE, 9.0 FEET NORTHWEST OF UTILITY POLE NO. F31/2, 8.0
 RJ0125'FEET SOUTHERLY OF SOUTH POST OF BOAT SPEED LIMIT SIGN, 1 FOOT
 RJ0125'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0125'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 43 FEET LONG.
 RJ0125
 RJ0125                          STATION RECOVERY (1983)
 RJ0125
 RJ0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0125'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.7 KM (2.3
 RJ0125'MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0125'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, IN THE ROTARY COMMUNITY
 RJ0125'PARK, ABOUT 3.7 METERS (12.0 FT) SOUTHWEST OF THE WATERS EDGE, 8.2
 RJ0125'METERS (27.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF THE PARK ROAD,
 RJ0125'2.7 METERS (9.0 FT) NORTHWEST OF UTILITY POLE NUMBER F 31/2,
 RJ0125'2.4 METERS (8.0 FT) SOUTH OF THE SOUTH POST OF A BOAT SPEED LIMIT
 RJ0125'SIGN, 27.1 METERS (88.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RJ0125'WOMENS RESTROOM.
 RJ0125'THE MARK IS 2.0 METERS  NW FROM A WITNESS POST.
 RJ0125'THE MARK IS 0.31 M BELOW GROUND.
 RJ0125
 RJ0125                          STATION RECOVERY (1995)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2001)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2004)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0125'RECOVERED IN GOOD CONDITION.
 RJ0125
 RJ0125                          STATION RECOVERY (2006)
 RJ0125
 RJ0125'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0735 ***********************************************************************
 RJ0735  DESIGNATION -  907 6046 A
 RJ0735  PID         -  RJ0735
 RJ0735  STATE/COUNTY-  MI/CHIPPEWA
 RJ0735  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0735
 RJ0735                         *CURRENT SURVEY CONTROL
 RJ0735  ___________________________________________________________________
 RJ0735* NAD 83(1986)-  46 26 05.     (N)    084 15 57.     (W)     SCALED    
 RJ0735* NAVD 88     -       178.348  (meters)     585.13   (feet)  ADJUSTED  
 RJ0735  ___________________________________________________________________
 RJ0735  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0735  DYNAMIC HT  -         178.358 (meters)     585.16  (feet)  COMP
 RJ0735  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0735
 RJ0735  VERT ORDER  -  SECOND    CLASS I
 RJ0735
 RJ0735.The horizontal coordinates were scaled from a topographic map and have
 RJ0735.an estimated accuracy of +/- 6 seconds.
 RJ0735
 RJ0735.The orthometric height was determined by differential leveling
 RJ0735.and adjusted by the National Geodetic Survey in June 1991..
 RJ0735
 RJ0735.The geoid height was determined by GEOID03.
 RJ0735
 RJ0735.The dynamic height is computed by dividing the NAVD 88
 RJ0735.geopotential number by the normal gravity value computed on the
 RJ0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0735.degrees latitude (g = 980.6199 gals.).
 RJ0735
 RJ0735.The modeled gravity was interpolated from observed gravity values.
 RJ0735
 RJ0735;                    North         East    Units  Estimated Accuracy
 RJ0735;SPC MI N     -   187,170.    8,210,070.      MT  (+/- 180 meters Scaled)
 RJ0735
 RJ0735                          SUPERSEDED SURVEY CONTROL
 RJ0735
 RJ0735.No superseded survey control is available for this station.
 RJ0735
 RJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0735_MARKER: DB = BENCH MARK DISK
 RJ0735_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0735_SP_SET: CABIN FOUNDATION
 RJ0735_STAMPING: 6046 A 1986
 RJ0735_MARK LOGO: NOS   
 RJ0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0735+STABILITY: SURFACE MOTION
 RJ0735
 RJ0735  HISTORY     - Date     Condition        Report By
 RJ0735  HISTORY     - 1986     MONUMENTED       NOS
 RJ0735  HISTORY     - 19950603 GOOD             USPSQD
 RJ0735  HISTORY     - 20051123 POOR             INDIV
 RJ0735
 RJ0735                          STATION DESCRIPTION
 RJ0735
 RJ0735'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0735'17.9 KM (11.1 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0735'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0735'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0735'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0735'MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, IN THE
 RJ0735'NORTHWEST CORNER STONE OF CABIN NUMBER 3 (2ND CABIN EAST OF LAMPHEARS
 RJ0735'DRIVEWAY), 4.3 M (14.1 FT) EAST OF THE CENTER OF THE DRIVEWAY, 1.9 M
 RJ0735'(6.2 FT) SOUTH OF A 12-INCH PINE TREE, AND 0.3 M (1.0 FT) NORTHWEST OF
 RJ0735'THE NORTHWEST CORNER OF THE CABIN.
 RJ0735'THE MARK IS 0.4 M ABOVE THE GROUND.
 RJ0735
 RJ0735                          STATION RECOVERY (1995)
 RJ0735
 RJ0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0735'RECOVERED IN GOOD CONDITION.
 RJ0735
 RJ0735                          STATION RECOVERY (2005)
 RJ0735
 RJ0735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0735'THE CONCRETE FOOTING HAS HEAVED.  DISC APPEARS TO BE IN GOOD CONDITION
 RJ0735'BUT MAY NOT BE SUITABLE FOR LEVELING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0733 ***********************************************************************
 RJ0733  DESIGNATION -  907 6046 B
 RJ0733  PID         -  RJ0733
 RJ0733  STATE/COUNTY-  MI/CHIPPEWA
 RJ0733  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0733
 RJ0733                         *CURRENT SURVEY CONTROL
 RJ0733  ___________________________________________________________________
 RJ0733* NAD 83(1986)-  46 26 04.     (N)    084 15 58.     (W)     SCALED    
 RJ0733* NAVD 88     -       181.904  (meters)     596.80   (feet)  ADJUSTED  
 RJ0733  ___________________________________________________________________
 RJ0733  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0733  DYNAMIC HT  -         181.914 (meters)     596.83  (feet)  COMP
 RJ0733  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0733
 RJ0733  VERT ORDER  -  SECOND    CLASS I
 RJ0733
 RJ0733.The horizontal coordinates were scaled from a topographic map and have
 RJ0733.an estimated accuracy of +/- 6 seconds.
 RJ0733
 RJ0733.The orthometric height was determined by differential leveling
 RJ0733.and adjusted by the National Geodetic Survey in June 1991..
 RJ0733
 RJ0733.The geoid height was determined by GEOID03.
 RJ0733
 RJ0733.The dynamic height is computed by dividing the NAVD 88
 RJ0733.geopotential number by the normal gravity value computed on the
 RJ0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0733.degrees latitude (g = 980.6199 gals.).
 RJ0733
 RJ0733.The modeled gravity was interpolated from observed gravity values.
 RJ0733
 RJ0733;                    North         East    Units  Estimated Accuracy
 RJ0733;SPC MI N     -   187,130.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0733
 RJ0733                          SUPERSEDED SURVEY CONTROL
 RJ0733
 RJ0733.No superseded survey control is available for this station.
 RJ0733
 RJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0733_MARKER: DB = BENCH MARK DISK
 RJ0733_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0733_SP_SET: SHED FOUNDATION
 RJ0733_STAMPING: 6046 B 1986
 RJ0733_MARK LOGO: NOS   
 RJ0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0733+STABILITY: SURFACE MOTION
 RJ0733
 RJ0733  HISTORY     - Date     Condition        Report By
 RJ0733  HISTORY     - 1986     MONUMENTED       NOS
 RJ0733  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0733  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 RJ0733
 RJ0733                          STATION DESCRIPTION
 RJ0733
 RJ0733'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0733'10.9 KM (6.8 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0733'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROAD FROM ITS
 RJ0733'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0733'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0733'MILE ROAD, IN THE CENTER OF A 2 FOOT SQUARE CORNER POST OF THE
 RJ0733'FOUNDATION OF A CONCRETE SHED, 91.4 M (299.9 FT) WEST OF THE LAMPHEARS
 RJ0733'RESIDENCE, 64.0 M (210.0 FT) NORTH OF THE ROAD CENTER, 22.5 M (73.8
 RJ0733'FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, AND 6.1 M (20.0 FT) SOUTH
 RJ0733'OF A 12-INCH BIRCH TREE.
 RJ0733'THE MARK IS 0.3 M ABOVE THE GROUND.
 RJ0733
 RJ0733                          STATION RECOVERY (1995)
 RJ0733
 RJ0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0733'MARK NOT FOUND.
 RJ0733
 RJ0733                          STATION RECOVERY (2005)
 RJ0733
 RJ0733'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0736 ***********************************************************************
 RJ0736  DESIGNATION -  907 6046 C
 RJ0736  PID         -  RJ0736
 RJ0736  STATE/COUNTY-  MI/CHIPPEWA
 RJ0736  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0736
 RJ0736                         *CURRENT SURVEY CONTROL
 RJ0736  ___________________________________________________________________
 RJ0736* NAD 83(1986)-  46 26 05.     (N)    084 15 58.     (W)     SCALED    
 RJ0736* NAVD 88     -       178.552  (meters)     585.80   (feet)  ADJUSTED  
 RJ0736  ___________________________________________________________________
 RJ0736  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0736  DYNAMIC HT  -         178.562 (meters)     585.83  (feet)  COMP
 RJ0736  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0736
 RJ0736  VERT ORDER  -  SECOND    CLASS I
 RJ0736
 RJ0736.The horizontal coordinates were scaled from a topographic map and have
 RJ0736.an estimated accuracy of +/- 6 seconds.
 RJ0736
 RJ0736.The orthometric height was determined by differential leveling
 RJ0736.and adjusted by the National Geodetic Survey in June 1991..
 RJ0736
 RJ0736.The geoid height was determined by GEOID03.
 RJ0736
 RJ0736.The dynamic height is computed by dividing the NAVD 88
 RJ0736.geopotential number by the normal gravity value computed on the
 RJ0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0736.degrees latitude (g = 980.6199 gals.).
 RJ0736
 RJ0736.The modeled gravity was interpolated from observed gravity values.
 RJ0736
 RJ0736;                    North         East    Units  Estimated Accuracy
 RJ0736;SPC MI N     -   187,170.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0736
 RJ0736                          SUPERSEDED SURVEY CONTROL
 RJ0736
 RJ0736.No superseded survey control is available for this station.
 RJ0736
 RJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0736_MARKER: DB = BENCH MARK DISK
 RJ0736_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0736_SP_SET: CESSPOOL FOUNDATION
 RJ0736_STAMPING: 6046 C 1986
 RJ0736_MARK LOGO: NOS   
 RJ0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0736+STABILITY: SURFACE MOTION
 RJ0736
 RJ0736  HISTORY     - Date     Condition        Report By
 RJ0736  HISTORY     - 1986     MONUMENTED       NOS
 RJ0736  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0736  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 RJ0736
 RJ0736                          STATION DESCRIPTION
 RJ0736
 RJ0736'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0736'11.1 KM (6.9 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0736'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0736'INTERSECTION OF ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM
 RJ0736'(1.3 MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG
 RJ0736'FIVE MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, IN TOP
 RJ0736'OF THE SOUTHEAST CORNER OF A 1.7 M (5.5 FT) CONCRETE CESSPOOL
 RJ0736'FOUNDATION, 25.5 M (83.7 FT) NORTH-NORTHEAST OF A 24-INCH BIRCH TREE,
 RJ0736'5.7 M (18.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE LAMPHEARS
 RJ0736'RESIDENCE, AND 13.8 M (45.3 FT) SOUTH-SOUTHWEST OF THE SOUTHEAST
 RJ0736'CORNER OF A BRICK GRILL.
 RJ0736'THE MARK IS 0.3 M ABOVE THE GROUND.
 RJ0736
 RJ0736                          STATION RECOVERY (1995)
 RJ0736
 RJ0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0736'MARK NOT FOUND.
 RJ0736
 RJ0736                          STATION RECOVERY (2005)
 RJ0736
 RJ0736'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0734 ***********************************************************************
 RJ0734  DESIGNATION -  907 6046 D
 RJ0734  PID         -  RJ0734
 RJ0734  STATE/COUNTY-  MI/CHIPPEWA
 RJ0734  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0734
 RJ0734                         *CURRENT SURVEY CONTROL
 RJ0734  ___________________________________________________________________
 RJ0734* NAD 83(1986)-  46 26 05.     (N)    084 15 58.     (W)     SCALED    
 RJ0734* NAVD 88     -       179.147  (meters)     587.75   (feet)  ADJUSTED  
 RJ0734  ___________________________________________________________________
 RJ0734  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0734  DYNAMIC HT  -         179.156 (meters)     587.78  (feet)  COMP
 RJ0734  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0734
 RJ0734  VERT ORDER  -  SECOND    CLASS I
 RJ0734
 RJ0734.The horizontal coordinates were scaled from a topographic map and have
 RJ0734.an estimated accuracy of +/- 6 seconds.
 RJ0734
 RJ0734.The orthometric height was determined by differential leveling
 RJ0734.and adjusted by the National Geodetic Survey in June 1991..
 RJ0734
 RJ0734.The geoid height was determined by GEOID03.
 RJ0734
 RJ0734.The dynamic height is computed by dividing the NAVD 88
 RJ0734.geopotential number by the normal gravity value computed on the
 RJ0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0734.degrees latitude (g = 980.6199 gals.).
 RJ0734
 RJ0734.The modeled gravity was interpolated from observed gravity values.
 RJ0734
 RJ0734;                    North         East    Units  Estimated Accuracy
 RJ0734;SPC MI N     -   187,170.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0734
 RJ0734                          SUPERSEDED SURVEY CONTROL
 RJ0734
 RJ0734.No superseded survey control is available for this station.
 RJ0734
 RJ0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0734_MARKER: B = BOLT
 RJ0734_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0734_SP_SET: CESSPOOL FOUNDATION
 RJ0734_STAMPING: 6046 D 1986
 RJ0734_MARK LOGO: NONE  
 RJ0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0734+STABILITY: SURFACE MOTION
 RJ0734
 RJ0734  HISTORY     - Date     Condition        Report By
 RJ0734  HISTORY     - 1986     MONUMENTED       NOS
 RJ0734  HISTORY     - 19950603 GOOD             USPSQD
 RJ0734
 RJ0734                          STATION DESCRIPTION
 RJ0734
 RJ0734'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0734'11.1 KM (6.9 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0734'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0734'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0734'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0734'MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, THE TOP OF
 RJ0734'THE MOST NORTHEASTERLY 1 OF 4 1/4 INCH STEEL BOLTS ANCHORING A PUMP TO
 RJ0734'THE TOP OF THE CESSPOOL FOUNDATION, 19.0 M (62.3 FT) NORTH-NORTHWEST
 RJ0734'OF UTILITY POLE NUMBER E3614, 12.8 M (43.0 FT) NORTH-NORTHEAST OF
 RJ0734'UTILITY POLE NUMBER J3015, AND 3.4 M (11.1 FT) SOUTH OF THE CENTER OF
 RJ0734'A DRIVEWAY LEADING TO THE LAMPHEARS RESIDENCE.
 RJ0734'THE MARK IS 0.3 M ABOVE THE GROUND.
 RJ0734
 RJ0734                          STATION RECOVERY (1995)
 RJ0734
 RJ0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0737 ***********************************************************************
 RJ0737  DESIGNATION -  907 6046 E
 RJ0737  PID         -  RJ0737
 RJ0737  STATE/COUNTY-  MI/CHIPPEWA
 RJ0737  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0737
 RJ0737                         *CURRENT SURVEY CONTROL
 RJ0737  ___________________________________________________________________
 RJ0737* NAD 83(1986)-  46 26 05.     (N)    084 15 58.     (W)     SCALED    
 RJ0737* NAVD 88     -       178.109  (meters)     584.35   (feet)  ADJUSTED  
 RJ0737  ___________________________________________________________________
 RJ0737  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0737  DYNAMIC HT  -         178.119 (meters)     584.38  (feet)  COMP
 RJ0737  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0737
 RJ0737  VERT ORDER  -  SECOND    CLASS I
 RJ0737
 RJ0737.The horizontal coordinates were scaled from a topographic map and have
 RJ0737.an estimated accuracy of +/- 6 seconds.
 RJ0737
 RJ0737.The orthometric height was determined by differential leveling
 RJ0737.and adjusted by the National Geodetic Survey in June 1991..
 RJ0737
 RJ0737.The geoid height was determined by GEOID03.
 RJ0737
 RJ0737.The dynamic height is computed by dividing the NAVD 88
 RJ0737.geopotential number by the normal gravity value computed on the
 RJ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0737.degrees latitude (g = 980.6199 gals.).
 RJ0737
 RJ0737.The modeled gravity was interpolated from observed gravity values.
 RJ0737
 RJ0737;                    North         East    Units  Estimated Accuracy
 RJ0737;SPC MI N     -   187,170.    8,210,050.      MT  (+/- 180 meters Scaled)
 RJ0737
 RJ0737                          SUPERSEDED SURVEY CONTROL
 RJ0737
 RJ0737.No superseded survey control is available for this station.
 RJ0737
 RJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS100459(NAD 83)
 RJ0737_MARKER: B = BOLT
 RJ0737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ0737_SP_SET: SIGN POST FOUNDATION
 RJ0737_MARK LOGO: NONE  
 RJ0737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0737
 RJ0737  HISTORY     - Date     Condition        Report By
 RJ0737  HISTORY     - 1986     MONUMENTED       NOS
 RJ0737
 RJ0737                          STATION DESCRIPTION
 RJ0737
 RJ0737'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0737'11.1 KM (6.9 MI) SE FROM SAULTE SAINTE MARIE.
 RJ0737'8.5 KM (5.3 MI) EASTERLY ALONG PORTAGE AND RIVERSIDE ROADS FROM ITS
 RJ0737'JUNCTION WITH ASHMUND ROAD IN SAULTE SAINTE MARIE, THENCE 2.1 KM (1.3
 RJ0737'MI) SOUTH ALONG NICOLET ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG FIVE
 RJ0737'MILE ROAD, THENCE 0.2 KM (0.1 MI) NORTH ALONG A DRIVEWAY, THE HIGHEST
 RJ0737'POINT OF THE MOST SOUTHWESTERLY 1 OF 4 STEEL BOLTS IN A 2.5 BY 2.5
 RJ0737'FOOT CONCRETE SIGN FOUNDATION HAVING A CHISELED X ON THE BOLT AND 6046
 RJ0737'E 1986 CHISELED AT THE BASE OF THE BOLT, 30.7 M (100.7 FT)
 RJ0737'NORTH-NORTHEAST OF A 17-INCH PINE TREE, 30.7 M (100.7 FT) NORTH OF A
 RJ0737'FLAG POLE, 29.6 M (97.1 FT) EAST OF A 24-INCH BIRCH TREE.
 RJ0737'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0621 ***********************************************************************
 RJ0621  DESIGNATION -  907 6050 E
 RJ0621  PID         -  RJ0621
 RJ0621  STATE/COUNTY-  MI/CHIPPEWA
 RJ0621  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0621
 RJ0621                         *CURRENT SURVEY CONTROL
 RJ0621  ___________________________________________________________________
 RJ0621* NAD 83(1986)-  46 27 32.     (N)    084 17 16.     (W)     SCALED    
 RJ0621* NAVD 88     -       178.987  (meters)     587.23   (feet)  ADJUSTED  
 RJ0621  ___________________________________________________________________
 RJ0621  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0621  DYNAMIC HT  -         178.997 (meters)     587.26  (feet)  COMP
 RJ0621  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0621
 RJ0621  VERT ORDER  -  FIRST     CLASS 0
 RJ0621
 RJ0621.The horizontal coordinates were scaled from a topographic map and have
 RJ0621.an estimated accuracy of +/- 6 seconds.
 RJ0621
 RJ0621.The orthometric height was determined by differential leveling
 RJ0621.and adjusted by the National Geodetic Survey in June 1991..
 RJ0621
 RJ0621.The geoid height was determined by GEOID03.
 RJ0621
 RJ0621.The dynamic height is computed by dividing the NAVD 88
 RJ0621.geopotential number by the normal gravity value computed on the
 RJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0621.degrees latitude (g = 980.6199 gals.).
 RJ0621
 RJ0621.The modeled gravity was interpolated from observed gravity values.
 RJ0621
 RJ0621;                    North         East    Units  Estimated Accuracy
 RJ0621;SPC MI N     -   189,790.    8,208,290.      MT  (+/- 180 meters Scaled)
 RJ0621
 RJ0621                          SUPERSEDED SURVEY CONTROL
 RJ0621
 RJ0621.No superseded survey control is available for this station.
 RJ0621
 RJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS082486(NAD 83)
 RJ0621_MARKER: DB = BENCH MARK DISK
 RJ0621_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0621_SP_SET: CONCRETE FOUNDATION
 RJ0621_STAMPING: 907 6050 E 1977
 RJ0621_MARK LOGO: NOS   
 RJ0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0621+STABILITY: SURFACE MOTION
 RJ0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0621+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 RJ0621
 RJ0621  HISTORY     - Date     Condition        Report By
 RJ0621  HISTORY     - 1977     MONUMENTED       NOS
 RJ0621  HISTORY     - 1983     GOOD             NGS
 RJ0621  HISTORY     - 20011029 GOOD             USPSQD
 RJ0621  HISTORY     - 20040824 GOOD             USPSQD
 RJ0621  HISTORY     - 20051122 GOOD             INDIV
 RJ0621
 RJ0621                          STATION DESCRIPTION
 RJ0621
 RJ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0621'6.5 KM (4.0 MI) SE FROM SAULT STE MARIE.
 RJ0621'6.5 KM (4.0 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE
 RJ0621'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, AT THE
 RJ0621'NORTHERNMOST ENTRANCE TO THE RIVERSIDE CEMETERY, A DISK SET IN THE TOP
 RJ0621'AND AT THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 RJ0621'RECTANGULAR SHAPED WHITE BRICK CEMETERY ENTRANCE WITH RED SANDSTONE
 RJ0621'MARKER INLAYED AND INSCRIBED 1890, 13.3 METERS (43.6 FT) WEST OF THE
 RJ0621'CENTERLINE OF RIVERSIDE DRIVE, 6.0 METERS (19.6 FT) NORTH-NORTHWEST
 RJ0621'OF THE NORTHERNMOST ENTRANCE DRIVE TO THE CEMETERY, AND 35.0 METERS
 RJ0621'(114.7 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STORY FRAMED
 RJ0621'DWELLING.
 RJ0621'THE MARK IS 0.12 M ABOVE GROUND.
 RJ0621
 RJ0621                          STATION RECOVERY (2001)
 RJ0621
 RJ0621'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0621'RECOVERED IN GOOD CONDITION.
 RJ0621
 RJ0621                          STATION RECOVERY (2004)
 RJ0621
 RJ0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0621'RECOVERED IN GOOD CONDITION.
 RJ0621
 RJ0621                          STATION RECOVERY (2005)
 RJ0621
 RJ0621'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0114 ***********************************************************************
 RJ0114  DESIGNATION -  907 6050 FRECHETTE USLS
 RJ0114  PID         -  RJ0114
 RJ0114  STATE/COUNTY-  MI/CHIPPEWA
 RJ0114  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0114
 RJ0114                         *CURRENT SURVEY CONTROL
 RJ0114  ___________________________________________________________________
 RJ0114* NAD 83(1986)-  46 27 28.     (N)    084 17 12.     (W)     SCALED    
 RJ0114* NAVD 88     -       178.894  (meters)     586.92   (feet)  ADJUSTED  
 RJ0114  ___________________________________________________________________
 RJ0114  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0114  DYNAMIC HT  -         178.903 (meters)     586.95  (feet)  COMP
 RJ0114  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0114
 RJ0114  VERT ORDER  -  FIRST     CLASS 0
 RJ0114
 RJ0114.The horizontal coordinates were scaled from a topographic map and have
 RJ0114.an estimated accuracy of +/- 6 seconds.
 RJ0114
 RJ0114.The orthometric height was determined by differential leveling
 RJ0114.and adjusted by the National Geodetic Survey in June 1991..
 RJ0114.WARNING-Repeat measurements at this control monument indicate possible
 RJ0114.vertical movement.
 RJ0114
 RJ0114.The geoid height was determined by GEOID03.
 RJ0114
 RJ0114.The dynamic height is computed by dividing the NAVD 88
 RJ0114.geopotential number by the normal gravity value computed on the
 RJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0114.degrees latitude (g = 980.6199 gals.).
 RJ0114
 RJ0114.The modeled gravity was interpolated from observed gravity values.
 RJ0114
 RJ0114;                    North         East    Units  Estimated Accuracy
 RJ0114;SPC MI N     -   189,670.    8,208,380.      MT  (+/- 180 meters Scaled)
 RJ0114
 RJ0114                          SUPERSEDED SURVEY CONTROL
 RJ0114
 RJ0114.No superseded survey control is available for this station.
 RJ0114
 RJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083484(NAD 83)
 RJ0114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0114_SP_SET: BRIDGE ABUTMENT
 RJ0114_MARK LOGO: USLS  
 RJ0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0114
 RJ0114  HISTORY     - Date     Condition        Report By
 RJ0114  HISTORY     - 1960     MONUMENTED       USLS
 RJ0114  HISTORY     - 1972     GOOD             USLS
 RJ0114  HISTORY     - 1983     GOOD             NGS
 RJ0114  HISTORY     - 19950603 GOOD             USPSQD
 RJ0114  HISTORY     - 20011029 GOOD             USPSQD
 RJ0114  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 RJ0114  HISTORY     - 20051122 GOOD             INDIV
 RJ0114
 RJ0114                          STATION DESCRIPTION
 RJ0114
 RJ0114'DESCRIBED BY US LAKE SURVEY 1972
 RJ0114'4 MI SE FROM SAULT STE MARIE.
 RJ0114'FRECHETTE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.0 MILES SOUTHEASTERLY
 RJ0114'ALONG PORTAGE AVENUE (RIVERSIDE DRIVE) FROM BRIDGE OVER POWER
 RJ0114'CANAL IN SAULT STE. MARIE, ABOUT 0.1 MILE SOUTHERLY OF A REAR
 RJ0114'RANGE LIGHT, NEAR FRECHETTE POINT, ON SOUTHWESTERLY ABUTMENT
 RJ0114'OF BRIDGE OVER FRECHETTE CREEK, 16 FEET WEST OF CENTERLINE OF
 RJ0114'RIVERSIDE DRIVE, 0.4 FEET NORTH OF SOUTH FACE OF ABUTMENT,
 RJ0114'1/2-FOOT ABOVE ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 RJ0114'OF BRONZE DISC SET INTO TOP OF CONCRETE ABUTMENT.
 RJ0114
 RJ0114                          STATION RECOVERY (1983)
 RJ0114
 RJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0114'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.5 KM
 RJ0114'(4.65 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0114'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, A DISK SET IN TOP AND
 RJ0114'AT THE SOUTHWEST END OF SOUTHEAST HIGHWAY BRIDGE ABUTMENT OVER
 RJ0114'FRECHETTE CREEK, 4.9 METERS (16.0 FT) SOUTHWEST OF CENTERLINE OF
 RJ0114'RIVERSIDE DRIVE, AND 0.12 METERS (0.4 FT) NORTHWEST OF SOUTHEAST FACE
 RJ0114'OF ABUTMENT.
 RJ0114'THE MARK IS 0.15 M ABOVE ROAD.
 RJ0114
 RJ0114                          STATION RECOVERY (1995)
 RJ0114
 RJ0114'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0114'RECOVERED IN GOOD CONDITION.
 RJ0114
 RJ0114                          STATION RECOVERY (2001)
 RJ0114
 RJ0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0114'RECOVERED IN GOOD CONDITION.
 RJ0114
 RJ0114                          STATION RECOVERY (2004)
 RJ0114
 RJ0114'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0114'THE BRIDGE HAS BEEN REPLACED BY A LARGE METAL CULVERT.
 RJ0114
 RJ0114                          STATION RECOVERY (2005)
 RJ0114
 RJ0114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0116 ***********************************************************************
 RJ0116  DESIGNATION -  907 6050 OFFICE USLS
 RJ0116  PID         -  RJ0116
 RJ0116  STATE/COUNTY-  MI/CHIPPEWA
 RJ0116  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0116
 RJ0116                         *CURRENT SURVEY CONTROL
 RJ0116  ___________________________________________________________________
 RJ0116* NAD 83(1986)-  46 27 40.     (N)    084 17 13.     (W)     SCALED    
 RJ0116* NAVD 88     -       178.082  (meters)     584.26   (feet)  ADJUSTED  
 RJ0116  ___________________________________________________________________
 RJ0116  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0116  DYNAMIC HT  -         178.091 (meters)     584.29  (feet)  COMP
 RJ0116  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RJ0116
 RJ0116  VERT ORDER  -  FIRST     CLASS 0
 RJ0116
 RJ0116.The horizontal coordinates were scaled from a topographic map and have
 RJ0116.an estimated accuracy of +/- 6 seconds.
 RJ0116
 RJ0116.The orthometric height was determined by differential leveling
 RJ0116.and adjusted by the National Geodetic Survey in June 1991..
 RJ0116.WARNING-Repeat measurements at this control monument indicate possible
 RJ0116.vertical movement.
 RJ0116
 RJ0116.The geoid height was determined by GEOID03.
 RJ0116
 RJ0116.The dynamic height is computed by dividing the NAVD 88
 RJ0116.geopotential number by the normal gravity value computed on the
 RJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0116.degrees latitude (g = 980.6199 gals.).
 RJ0116
 RJ0116.The modeled gravity was interpolated from observed gravity values.
 RJ0116
 RJ0116;                    North         East    Units  Estimated Accuracy
 RJ0116;SPC MI N     -   190,040.    8,208,350.      MT  (+/- 180 meters Scaled)
 RJ0116
 RJ0116                          SUPERSEDED SURVEY CONTROL
 RJ0116
 RJ0116.No superseded survey control is available for this station.
 RJ0116
 RJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083488(NAD 83)
 RJ0116_MARKER: Z = SEE DESCRIPTION
 RJ0116_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0116+WITH SETTING: INTO GROUND
 RJ0116_MARK LOGO: USLS  
 RJ0116_PROJECTION: FLUSH
 RJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0116+STABILITY: SURFACE MOTION
 RJ0116_ROD/PIPE-DEPTH: 2.4  meters
 RJ0116
 RJ0116  HISTORY     - Date     Condition        Report By
 RJ0116  HISTORY     - 1968     MONUMENTED       USLS
 RJ0116  HISTORY     - 1972     GOOD             USLS
 RJ0116  HISTORY     - 1983     GOOD             NGS
 RJ0116  HISTORY     - 19950603 GOOD             USPSQD
 RJ0116
 RJ0116                          STATION DESCRIPTION
 RJ0116
 RJ0116'DESCRIBED BY US LAKE SURVEY 1972
 RJ0116'3.3 MI SE FROM SAULT STE MARIE.
 RJ0116'OFFICE IS IN CHIPPEWA COUNTY, MICHIGAN, 3.3 MILES SOUTHEASTERLY
 RJ0116'OF PORTAGE (RIVERSIDE DRIVE) AVENUE BRIDGE OVER POWER CANAL
 RJ0116'IN SAULT STE. MARIE, ON NORTHEAST SIDE OF RIVERSIDE DRIVE, ON
 RJ0116'PROPERTY OF MARINE CONSTRUCTION COMPANY, 15.5 FEET SOUTHERLY
 RJ0116'OF WEST CORNER, 1.5 FEET WEST OF SOUTH CORNER AND 0.6 FEET
 RJ0116'SOUTHWEST OF SOUTHWEST FACE OF YARD OFFICE, 1/4-FOOT ABOVE
 RJ0116'THE GROUND, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0116'STEEL ROD, 8 FEET LONG.
 RJ0116
 RJ0116                          STATION RECOVERY (1983)
 RJ0116
 RJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0116'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM
 RJ0116'(3.9 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0116'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ON PROPERTY OF SOO
 RJ0116'MARINE CONSTRUCTION COMPANY, AT SITE OF OLD DILAPIDATED YARD OFFICE
 RJ0116'BUILDING, ABOUT 91 METERS (300 FT) NORTHEAST OF RIVERSIDE DRIVE, SET
 RJ0116'BETWEEN TWO WITNESS POSTS, 0.46 METERS (1.5 FT) NORTHWEST OF THE SOUTH
 RJ0116'CORNER OF OLD YARD OFFICE BUILDING, 0.12 METERS (0.4 FT) SOUTHWEST OF
 RJ0116'SOUTHWEST FACE OF BUILDING, AND 4.7 METERS (15.5 FT) SOUTHEAST OF
 RJ0116'NORTHWEST CORNER OF BUILDING.
 RJ0116'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 RJ0116'THE MARK IS 0.3 M ABOVE GROUND.
 RJ0116
 RJ0116                          STATION RECOVERY (1995)
 RJ0116
 RJ0116'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0112 ***********************************************************************
 RJ0112  DESIGNATION -  907 6050 SM 13 USLS
 RJ0112  PID         -  RJ0112
 RJ0112  STATE/COUNTY-  MI/CHIPPEWA
 RJ0112  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0112
 RJ0112                         *CURRENT SURVEY CONTROL
 RJ0112  ___________________________________________________________________
 RJ0112* NAD 83(1986)-  46 27 03.     (N)    084 16 46.     (W)     SCALED    
 RJ0112* NAVD 88     -       180.377  (meters)     591.79   (feet)  ADJUSTED  
 RJ0112  ___________________________________________________________________
 RJ0112  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0112  DYNAMIC HT  -         180.387 (meters)     591.82  (feet)  COMP
 RJ0112  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0112
 RJ0112  VERT ORDER  -  FIRST     CLASS 0
 RJ0112
 RJ0112.The horizontal coordinates were scaled from a topographic map and have
 RJ0112.an estimated accuracy of +/- 6 seconds.
 RJ0112
 RJ0112.The orthometric height was determined by differential leveling
 RJ0112.and adjusted by the National Geodetic Survey in June 1991..
 RJ0112
 RJ0112.The geoid height was determined by GEOID03.
 RJ0112
 RJ0112.The dynamic height is computed by dividing the NAVD 88
 RJ0112.geopotential number by the normal gravity value computed on the
 RJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0112.degrees latitude (g = 980.6199 gals.).
 RJ0112
 RJ0112.The modeled gravity was interpolated from observed gravity values.
 RJ0112
 RJ0112;                    North         East    Units  Estimated Accuracy
 RJ0112;SPC MI N     -   188,920.    8,208,970.      MT  (+/- 180 meters Scaled)
 RJ0112
 RJ0112                          SUPERSEDED SURVEY CONTROL
 RJ0112
 RJ0112.No superseded survey control is available for this station.
 RJ0112
 RJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS089477(NAD 83)
 RJ0112_MARKER: DD = SURVEY DISK
 RJ0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0112_SP_SET: BLOCK FOUNDATION
 RJ0112_MARK LOGO: USLS  
 RJ0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0112+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 RJ0112
 RJ0112  HISTORY     - Date     Condition        Report By
 RJ0112  HISTORY     - 1934     MONUMENTED       USLS
 RJ0112  HISTORY     - 1972     GOOD             USLS
 RJ0112  HISTORY     - 1978     GOOD             NGS
 RJ0112  HISTORY     - 1983     GOOD             NGS
 RJ0112  HISTORY     - 19950603 GOOD             USPSQD
 RJ0112  HISTORY     - 20011029 GOOD             USPSQD
 RJ0112  HISTORY     - 20051123 GOOD             INDIV
 RJ0112
 RJ0112                          STATION DESCRIPTION
 RJ0112
 RJ0112'DESCRIBED BY US LAKE SURVEY 1972
 RJ0112'4.5 MI SE FROM SAULT STE MARIE.
 RJ0112'SM 13 IS IN CHIPPEWA COUNTY, MICHIGAN, 4.5 MILES SOUTHEASTERLY
 RJ0112'FROM PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0112'IN SAULT STE. MARIE, ABOUT 180 FEET NORTHWEST OF INTERSECTION
 RJ0112'OF RIVERSIDE AND NICOLET ROADS, 4.5 FEET EAST OF NORTHWEST
 RJ0112'CORNER AND IN NORTH FACE OF STANLEY SIPNIEWSKIS DWELLING, 2-1/2
 RJ0112'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 RJ0112'DISC SET INTO THE CEMENT BLOCK FOUNDATION.  A USLS DISK.
 RJ0112
 RJ0112                          STATION RECOVERY (1978)
 RJ0112
 RJ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0112'RECOVERED IN GOOD CONDITION.
 RJ0112
 RJ0112                          STATION RECOVERY (1983)
 RJ0112
 RJ0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0112'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.4 KM
 RJ0112'(5.2 MI) SOUTHEAST ALONG RIVERSIDE DRIVE (PORTAGE AVENUE) FROM THE
 RJ0112'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ABOUT 54.9 METERS
 RJ0112'(180.0 FT) NORTHWEST OF INTERSECTION OF RIVERSIDE AND NICOLET ROADS,
 RJ0112'SET VERTICALLY IN NORTHWEST FACE AND 1.4 METERS (4.5 FT) NORTHEAST OF
 RJ0112'THE SOUTHWEST CORNER OF MR. STANLEY SPNIEWSKIS DWELLING (CEMENT BLOCK
 RJ0112'FOUNDATION).
 RJ0112'THE MARK IS 0.76 M ABOVE GROUND.
 RJ0112
 RJ0112                          STATION RECOVERY (1995)
 RJ0112
 RJ0112'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0112'RECOVERED IN GOOD CONDITION.
 RJ0112
 RJ0112                          STATION RECOVERY (2001)
 RJ0112
 RJ0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0112'RECOVERED IN GOOD CONDITION.
 RJ0112
 RJ0112                          STATION RECOVERY (2005)
 RJ0112
 RJ0112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0112'DISC IS SET INTO THE CEMENT BLOCK FOUNDATION OF A HOUSE LOCATED AT
 RJ0112'3851 RIVERSIDE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0117 ***********************************************************************
 RJ0117  DESIGNATION -  907 6050 YARD
 RJ0117  PID         -  RJ0117
 RJ0117  STATE/COUNTY-  MI/CHIPPEWA
 RJ0117  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0117
 RJ0117                         *CURRENT SURVEY CONTROL
 RJ0117  ___________________________________________________________________
 RJ0117* NAD 83(1986)-  46 27 40.     (N)    084 17 13.     (W)     SCALED    
 RJ0117* NAVD 88     -       177.708  (meters)     583.03   (feet)  ADJUSTED  
 RJ0117  ___________________________________________________________________
 RJ0117  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0117  DYNAMIC HT  -         177.718 (meters)     583.06  (feet)  COMP
 RJ0117  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RJ0117
 RJ0117  VERT ORDER  -  FIRST     CLASS 0
 RJ0117
 RJ0117.The horizontal coordinates were scaled from a topographic map and have
 RJ0117.an estimated accuracy of +/- 6 seconds.
 RJ0117
 RJ0117.The orthometric height was determined by differential leveling
 RJ0117.and adjusted by the National Geodetic Survey in June 1991..
 RJ0117
 RJ0117.The geoid height was determined by GEOID03.
 RJ0117
 RJ0117.The dynamic height is computed by dividing the NAVD 88
 RJ0117.geopotential number by the normal gravity value computed on the
 RJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0117.degrees latitude (g = 980.6199 gals.).
 RJ0117
 RJ0117.The modeled gravity was interpolated from observed gravity values.
 RJ0117
 RJ0117;                    North         East    Units  Estimated Accuracy
 RJ0117;SPC MI N     -   190,040.    8,208,350.      MT  (+/- 180 meters Scaled)
 RJ0117
 RJ0117                          SUPERSEDED SURVEY CONTROL
 RJ0117
 RJ0117.No superseded survey control is available for this station.
 RJ0117
 RJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083488(NAD 83)
 RJ0117_MARKER: Z = SEE DESCRIPTION
 RJ0117_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0117+WITH SETTING: INTO GROUND
 RJ0117_MARK LOGO: NONE  
 RJ0117_PROJECTION: RECESSED 24 CENTIMETERS
 RJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0117+STABILITY: SURFACE MOTION
 RJ0117_ROD/PIPE-DEPTH: 18.3 meters
 RJ0117
 RJ0117  HISTORY     - Date     Condition        Report By
 RJ0117  HISTORY     - 1971     MONUMENTED       NOS
 RJ0117  HISTORY     - 1972     GOOD             USLS
 RJ0117  HISTORY     - 1983     GOOD             NGS
 RJ0117
 RJ0117                          STATION DESCRIPTION
 RJ0117
 RJ0117'DESCRIBED BY US LAKE SURVEY 1972
 RJ0117'3.3 MI SE FROM SAULT STE MARIE.
 RJ0117'YARD IS IN CHIPPEWA COUNTY, MICHIGAN, 3.3 MILES SOUTHEASTERLY
 RJ0117'OF PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0117'IN SAULT STE. MARIE, ON PROPERTY OF MARINE CONSTRUCTION COMPANY,
 RJ0117'110.7 FEET WEST OF WEST CORNER OF A RED TARPAPER SHED, 73.5
 RJ0117'FEET SOUTHERLY OF STEEL PILING ON NORTHERLY SIDE OF SMALL BOAT
 RJ0117'RAMP, 37.0 FEET NORTHEAST OF NORTH CORNER OF PLYWOOD SHED,
 RJ0117'12.2 FEET SOUTH OF EAST CORNER, 4.3 FEET EAST OF SOUTH CORNER AND
 RJ0117'IN LINE WITH SOUTH FACE OF OFFICE, 3/4-FOOT BELOW THE GROUND
 RJ0117'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0117'COPPER-COATED STEEL ROD, 60 FEET LONG.
 RJ0117
 RJ0117                          STATION RECOVERY (1983)
 RJ0117
 RJ0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0117'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.3 KM (3.9
 RJ0117'MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0117'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ON PROPERTY OF THE SOO
 RJ0117'MARINE CONSTRUCTION COMPANY, AT SITE OF AN OLD DILAPIDATED YARD OFFICE
 RJ0117'BUILDING, ABOUT 91 METERS (300 FT) NORTHEAST OF RIVERSIDE DRIVE,
 RJ0117'33.74 METERS (110.7 FT) WEST OF THE WEST CORNER OF A RED TARPAPER
 RJ0117'SHED, 22.4 METERS (73.5 FT) SOUTH OF A STEEL PILING ON THE NORTH SIDE
 RJ0117'OF A SMALL BOAT RAMP, 11.28 M (37.0 FT) NORTHEAST OF THE NORTH CORNER
 RJ0117'OF A PLYWOOD SHED, 1.31 M (4.3 FT) EAST OF THE SOUTH CORNER AND IN
 RJ0117'LINE WITH THE SOUTH FACE OF THE OFFICE, AND 1.01 METERS (3.3 FT) EAST
 RJ0117'OF BENCH MARK OFFICE.
 RJ0117'THE MARK IS 1.22 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0009 ***********************************************************************
 RJ0009  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0009  DESIGNATION -  907 6060 BOATHOUSE
 RJ0009  PID         -  RJ0009
 RJ0009  STATE/COUNTY-  MI/CHIPPEWA
 RJ0009  USGS QUAD   -  BARBEAU (1975)
 RJ0009
 RJ0009                         *CURRENT SURVEY CONTROL
 RJ0009  ___________________________________________________________________
 RJ0009* NAD 83(1986)-  46 30 03.     (N)    084 20 24.     (W)     SCALED    
 RJ0009* NAVD 88     -       178.751  (meters)     586.45   (feet)  ADJUSTED  
 RJ0009  ___________________________________________________________________
 RJ0009  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0009  DYNAMIC HT  -         178.762 (meters)     586.49  (feet)  COMP
 RJ0009  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0009
 RJ0009  VERT ORDER  -  FIRST     CLASS 0
 RJ0009
 RJ0009.The horizontal coordinates were scaled from a topographic map and have
 RJ0009.an estimated accuracy of +/- 6 seconds.
 RJ0009
 RJ0009.The orthometric height was determined by differential leveling
 RJ0009.and adjusted by the National Geodetic Survey in June 1991..
 RJ0009
 RJ0009.This Tidal Bench Mark is designated as VM 13172
 RJ0009.by the Center for Operational Oceanographic Products and Services.
 RJ0009
 RJ0009.The geoid height was determined by GEOID03.
 RJ0009
 RJ0009.The dynamic height is computed by dividing the NAVD 88
 RJ0009.geopotential number by the normal gravity value computed on the
 RJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0009.degrees latitude (g = 980.6199 gals.).
 RJ0009
 RJ0009.The modeled gravity was interpolated from observed gravity values.
 RJ0009
 RJ0009;                    North         East    Units  Estimated Accuracy
 RJ0009;SPC MI N     -   194,320.    8,204,130.      MT  (+/- 180 meters Scaled)
 RJ0009
 RJ0009                          SUPERSEDED SURVEY CONTROL
 RJ0009
 RJ0009.No superseded survey control is available for this station.
 RJ0009
 RJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS041531(NAD 83)
 RJ0009_MARKER: Z = SEE DESCRIPTION
 RJ0009_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0009_SP_SET: BUILDING WALL
 RJ0009_MARK LOGO: USE   
 RJ0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0009+STABILITY: SURFACE MOTION
 RJ0009
 RJ0009  HISTORY     - Date     Condition        Report By
 RJ0009  HISTORY     - 1945     MONUMENTED       DOD
 RJ0009  HISTORY     - 1972     GOOD             USLS
 RJ0009  HISTORY     - 1983     GOOD             NGS
 RJ0009  HISTORY     - 19941005 GOOD             NOS
 RJ0009  HISTORY     - 19950911 GOOD             NOS
 RJ0009  HISTORY     - 19960903 GOOD             NOS
 RJ0009  HISTORY     - 19970806 GOOD             NOS
 RJ0009
 RJ0009                          STATION DESCRIPTION
 RJ0009
 RJ0009'DESCRIBED BY US LAKE SURVEY 1972
 RJ0009'AT SAULT STE MARIE.
 RJ0009'BOATHOUSE A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0009'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0009'LOCKS, IN THE CORPS OF ENGINEERS BOATHOUSE, NEAR NORTHWEST CORNER
 RJ0009'OF THE BUILDING, 4.8 FEET FROM THE NORTH WALL, 1.2 FEET FROM THE
 RJ0009'WEST WALL, NEAR CENTER OF A 1.1 FOOT DIAMETER IRON WELL WITH A
 RJ0009'METAL COVER, BEING HIGHEST POINT OVER SMALL BRASS PLATE AT END OF
 RJ0009'THE IRON ARM FASTENED TO THE WELL.
 RJ0009
 RJ0009                          STATION RECOVERY (1983)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0009'MARIE, BELOW THE SOO LOCK, IN THE CORPS OF ENGINEERS BOATHOUSE WHICH
 RJ0009'IS LOCATED NEAR THE NORTHEAST CORNER OF BRADY PARK, INSIDE SECURITY
 RJ0009'AREA, INSIDE AND AT THE NORTHWEST CORNER OF BUILDING, INSIDE A METAL
 RJ0009'CAGE WHICH HOUSES THE WATER LEVEL GAGE, POINT HELD WAS HIGH POINT ON A
 RJ0009'ONE INCH BRASS PLATE AT THE END OF AN IRON ARM, LOCATED INSIDE AND
 RJ0009'NEAR CENTER OF A 0.31 METERS (1.1 FT) DIAMETER IRON WELL WITH METAL
 RJ0009'COVER, 1.5 METERS (4.8 FT) SOUTH OF NORTH WALL OF BUILDING,
 RJ0009'0.37 METERS (1.2 FT) EAST OF WEST WALL OF BUILDING.
 RJ0009'THE MARK IS ABOVE LEVEL WITH FLOOR OF BOATHOUSE.
 RJ0009
 RJ0009                          STATION RECOVERY (1994)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0009'BOATHOUSE IS IN SAULT STE.  MARIE,CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0009'SOO LOCK, IN THE CORPS OF ENGINEERS BOATHOUSE WHICH IS LOCATED NEAR
 RJ0009'THE NORTHEAST CORNER OF BRADY PARK, INSIDE SECURITY AREA, INSIDE AND
 RJ0009'AT THE NORTHWEST CORNER OF BUILDING, INSIDE A METAL CAGE WHICH HOUSES
 RJ0009'THE WATER LEVEL GAGE, POINT HELD WAS HIGH POINT ON A ONE INCH BRASS
 RJ0009'PLATE AT THE END OF AN IRON ARM, LOCATED INSIDE AND NEAR CENTER OF A
 RJ0009'0.31 METERS (1.02 FT) DIAMETER IRON WELL WITH METAL COVER, 1.5 METERS
 RJ0009'(4.9 FT) SOUTH OF NORTH WALL OF BUILDING, 0.37 METERS (1.21 FT) EAST
 RJ0009'OF WEST WALL OF BUILDING.
 RJ0009
 RJ0009                          STATION RECOVERY (1995)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0009'RECOVERED AS DESCRIBED.
 RJ0009
 RJ0009                          STATION RECOVERY (1996)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0009'RECOVERED AS DESCRIBED.
 RJ0009
 RJ0009                          STATION RECOVERY (1997)
 RJ0009
 RJ0009'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0009'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0010 ***********************************************************************
 RJ0010  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0010  DESIGNATION -  907 6060 BOATHOUSE W
 RJ0010  PID         -  RJ0010
 RJ0010  STATE/COUNTY-  MI/CHIPPEWA
 RJ0010  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0010
 RJ0010                         *CURRENT SURVEY CONTROL
 RJ0010  ___________________________________________________________________
 RJ0010* NAD 83(1986)-  46 29 59.     (N)    084 20 26.     (W)     SCALED    
 RJ0010* NAVD 88     -       179.424  (meters)     588.66   (feet)  ADJUSTED  
 RJ0010  ___________________________________________________________________
 RJ0010  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0010  DYNAMIC HT  -         179.434 (meters)     588.69  (feet)  COMP
 RJ0010  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0010
 RJ0010  VERT ORDER  -  FIRST     CLASS 0
 RJ0010
 RJ0010.The horizontal coordinates were scaled from a topographic map and have
 RJ0010.an estimated accuracy of +/- 6 seconds.
 RJ0010
 RJ0010.The orthometric height was determined by differential leveling
 RJ0010.and adjusted by the National Geodetic Survey in April 1998..
 RJ0010.WARNING-Repeat measurements at this control monument indicate possible
 RJ0010.vertical movement.
 RJ0010
 RJ0010.This Tidal Bench Mark is designated as VM 13173
 RJ0010.by the Center for Operational Oceanographic Products and Services.
 RJ0010
 RJ0010.The geoid height was determined by GEOID03.
 RJ0010
 RJ0010.The dynamic height is computed by dividing the NAVD 88
 RJ0010.geopotential number by the normal gravity value computed on the
 RJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0010.degrees latitude (g = 980.6199 gals.).
 RJ0010
 RJ0010.The modeled gravity was interpolated from observed gravity values.
 RJ0010
 RJ0010;                    North         East    Units  Estimated Accuracy
 RJ0010;SPC MI N     -   194,190.    8,204,090.      MT  (+/- 180 meters Scaled)
 RJ0010
 RJ0010                          SUPERSEDED SURVEY CONTROL
 RJ0010
 RJ0010  NAVD 88 (06/15/91)  179.426  (m)          588.67   (f) UNKNOWN     1 0
 RJ0010
 RJ0010.Superseded values are not recommended for survey control.
 RJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0010.See file dsdata.txt to determine how the superseded data were derived.
 RJ0010
 RJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS040530(NAD 83)
 RJ0010_MARKER: Q = CHISELED SQUARE
 RJ0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0010_SP_SET: WATER TABLE
 RJ0010_MARK LOGO: NONE  
 RJ0010_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0010
 RJ0010  HISTORY     - Date     Condition        Report By
 RJ0010  HISTORY     - 1971     MONUMENTED       NOS
 RJ0010  HISTORY     - 1972     GOOD             USLS
 RJ0010  HISTORY     - 1983     GOOD             NGS
 RJ0010  HISTORY     - 19850826 GOOD             NOS
 RJ0010  HISTORY     - 19970806 GOOD             NOS
 RJ0010
 RJ0010                          STATION DESCRIPTION
 RJ0010
 RJ0010'DESCRIBED BY US LAKE SURVEY 1972
 RJ0010'AT SAULT STE MARIE.
 RJ0010'BOATHOUSE W IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN,
 RJ0010'BELOW THE LOCKS, AT CORPS OF ENGINEERS BOATHOUSE, 10.2 FEET
 RJ0010'SOUTHERLY OF NORTHWEST CORNER OF BOATHOUSE, NEAR NORTH SIDE OF
 RJ0010'DOUBLE DOORWAY LEADING TO WATER LEVEL GAGE, -ABOUT 2 FEET ABOVE
 RJ0010'THE GROUND, BEING HIGHEST POINT IN A 1 INCH SQUARE CUT IN TOP OF
 RJ0010'SOUTHWEST CORNER OF CONCRETE WATER TABLE.
 RJ0010
 RJ0010                          STATION RECOVERY (1983)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0010'MARIE, BELOW THE LOCKS AT THE U.S. ARMY CORPS OF ENGINEERS BOATHOUSE,
 RJ0010'WHICH IS LOCATED NEAR THE NORTHEAST CORNER OF BRADY PARK, A CHISELED
 RJ0010'SQUARE CUT IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE WATER TABLE,
 RJ0010'NEAR THE NORTH SIDE OF A DOUBLE DOOR WHICH LEADS TO WATER LEVEL GAGE
 RJ0010'INSIDE BOATHOUSE, 3.1 METERS (10.2 FT) SOUTH OF NORTHWEST CORNER OF
 RJ0010'BOATHOUSE, 1.2 METERS (4.0 FT) NORTH OF THE CENTER OF DOUBLE DOORS,
 RJ0010'(WEST ENTRANCE TO BOATHOUSE).
 RJ0010'THE MARK IS 0.61 M ABOVE GROUND.
 RJ0010
 RJ0010                          STATION RECOVERY (1985)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985
 RJ0010'BOATHOUSE W IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0010'THE LOCKS AT THE U.S.  ARMY CORPS OF ENGINEERS BOATHOUSE, WHICH IS
 RJ0010'LOCATED NEAR THE NORTHEAST CORNER OF BRADY PARK, A 1-INCH CHISELED
 RJ0010'SQUARE CUT IN TOP OF THE SOUTHWEST CORNER OF THE CONCRETE WATER TABLE,
 RJ0010'NEAR THE NORTH SIDE OF A DOUBLE DOOR WHICH LEADS TO WATER LEVEL GAGE
 RJ0010'INSIDE BOATHOUSE, 3.1 METERS (10.2 FT) SOUTH OF NORTHWEST CORNER OF
 RJ0010'BOATHOUSE, 1.2 METERS (3.9 FT) NORTH OF THE CENTER OF DOUBLE DOORS,
 RJ0010'(WEST ENTRANCE TO BOATHOUSE) .
 RJ0010
 RJ0010                          STATION RECOVERY (1997)
 RJ0010
 RJ0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0010'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0011 ***********************************************************************
 RJ0011  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0011  DESIGNATION -  907 6060 BRADY
 RJ0011  PID         -  RJ0011
 RJ0011  STATE/COUNTY-  MI/CHIPPEWA
 RJ0011  USGS QUAD   -  BARBEAU (1975)
 RJ0011
 RJ0011                         *CURRENT SURVEY CONTROL
 RJ0011  ___________________________________________________________________
 RJ0011* NAD 83(1986)-  46 30 09.     (N)    084 20 29.     (W)     SCALED    
 RJ0011* NAVD 88     -       178.618  (meters)     586.02   (feet)  ADJUSTED  
 RJ0011  ___________________________________________________________________
 RJ0011  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0011  DYNAMIC HT  -         178.628 (meters)     586.05  (feet)  COMP
 RJ0011  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 RJ0011
 RJ0011  VERT ORDER  -  FIRST     CLASS 0
 RJ0011
 RJ0011.The horizontal coordinates were scaled from a topographic map and have
 RJ0011.an estimated accuracy of +/- 6 seconds.
 RJ0011
 RJ0011.The orthometric height was determined by differential leveling
 RJ0011.and adjusted by the National Geodetic Survey in June 1991..
 RJ0011
 RJ0011.This Tidal Bench Mark is designated as VM 13174
 RJ0011.by the Center for Operational Oceanographic Products and Services.
 RJ0011
 RJ0011.The geoid height was determined by GEOID03.
 RJ0011
 RJ0011.The dynamic height is computed by dividing the NAVD 88
 RJ0011.geopotential number by the normal gravity value computed on the
 RJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0011.degrees latitude (g = 980.6199 gals.).
 RJ0011
 RJ0011.The modeled gravity was interpolated from observed gravity values.
 RJ0011
 RJ0011;                    North         East    Units  Estimated Accuracy
 RJ0011;SPC MI N     -   194,500.    8,204,020.      MT  (+/- 180 meters Scaled)
 RJ0011
 RJ0011                          SUPERSEDED SURVEY CONTROL
 RJ0011
 RJ0011.No superseded survey control is available for this station.
 RJ0011
 RJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS039533(NAD 83)
 RJ0011_MARKER: Z = SEE DESCRIPTION
 RJ0011_SETTING: 66 = SET IN ROCK OUTCROP
 RJ0011_SP_SET: BEDROCK
 RJ0011_MARK LOGO: USE   
 RJ0011_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0011+STABILITY: POSITION/ELEVATION WELL
 RJ0011
 RJ0011  HISTORY     - Date     Condition        Report By
 RJ0011  HISTORY     - 1947     MONUMENTED       DOD
 RJ0011  HISTORY     - 1972     GOOD             USLS
 RJ0011  HISTORY     - 1983     GOOD             NGS
 RJ0011  HISTORY     - 19941005 GOOD             NOS
 RJ0011  HISTORY     - 19950911 GOOD             NOS
 RJ0011  HISTORY     - 19960903 GOOD             NOS
 RJ0011  HISTORY     - 19970806 GOOD             NOS
 RJ0011
 RJ0011                          STATION DESCRIPTION
 RJ0011
 RJ0011'DESCRIBED BY US LAKE SURVEY 1972
 RJ0011'AT SAULT STE MARIE.
 RJ0011'BRADY A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0011'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE LOCKS,
 RJ0011'IN BRADY PARK, NEAR NORTH CORNER OF THE CORPS OF ENGINEERS MOORING
 RJ0011'BASIN, 53.8 FEET FROM FACE OF CHANNEL WALL, 30.1 FEET FROM
 RJ0011'NORTH CORNER POST OF FENCE AROUND THE BASIN, 28.5 FEET FROM LIGHT
 RJ0011'POLE NO. 195, 12.5 FEET FROM SOUTHWEST CORNER AND 8.0 FEET FROM
 RJ0011'SOUTHEAST CORNER OF THE SOUTHEAST PIER SHELTER, BEING HIGHEST POINT
 RJ0011'ON TOP OF AN IRON ROD FOX WEDGED INTO BED ROCK AND INCLOSED IN A
 RJ0011'CEMENT FILLED 3-INCH PIPE CAPPED BY A REDUCER AND PIPE PLUG.
 RJ0011
 RJ0011                          STATION RECOVERY (1983)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0011'MARIE, BELOW THE LOCKS, IN BRADY PARK BUT INSIDE SECURITY AREA, NEAR
 RJ0011'THE NORTHWEST CORNER OF U.S. CORPS OF ENGINEERS MOORING BASIN, NEAR
 RJ0011'THE (SOUTHEAST PIER) SHELTER BUILDING, TOP OF AN IRON ROD WEDGED INTO
 RJ0011'BEDROCK, INSIDE A THREE INCH PIPE AND CAPPED BY A REDUCER AND PIPE
 RJ0011'PLUG, 2.4 METERS (8.0 FT) WEST OF SOUTHEAST CORNER OF SHELTER
 RJ0011'BUILDING, 1.2 METERS (4.0 FT) NORTH OF NORTH CORNER OF A TWO BY THREE
 RJ0011'FOOT SQUARE MANHOLE COVER, 3.7 METERS (12.0 FT) SOUTH OF SOUTHWEST
 RJ0011'CORNER OF SHELTER BUILDING, 16.4 METERS (53.8 FT) SOUTH OF NORTH EDGE
 RJ0011'OF CONCRETE SEAWALL, 9.2 METERS (30.1 FT) WEST-NORTHWEST OF NORTH
 RJ0011'CORNER POST OF SECURITY FENCE AROUND BASIN.
 RJ0011
 RJ0011                          STATION RECOVERY (1994)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0011'BRADY IS IN SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN BELOW THE
 RJ0011'LOCKS, IN BRADY PARK BUT INSIDE SECURITY AREA, NEAR THE NORTHWEST
 RJ0011'CORNER OF U.S.  CORPS OF ENGINEERS MOORING BASIN, NEAR THE (SOUTHEAST
 RJ0011'PIER) SHELTER BUILDING, TOP OF AN IRON ROD FOX WEDGED INTO BEDROCK,
 RJ0011'INSIDE A THREE INCH CEMENT FILLED PIPE AND CAPPED BY A REDUCER AND
 RJ0011'PIPE PLUG, 2.4 METERS (7.9 FT) WEST OF SOUTHEAST CORNER OF SHELTER
 RJ0011'BUILDING, 1.2 METERS (3.9 FT) NORTH OF NORTH CORNER OF A TWO BY THREE
 RJ0011'FOOT SQUARE MANHOLE COVER, 3.7 METERS (12.1 FT) SOUTH OF SOUTHWEST
 RJ0011'CORNER OF SHELTER BUILDING, 16.4 METERS (53.8 FT) SOUTH OF NORTH EDGE
 RJ0011'OF CONCRETE SEAWALL, 9.2 METERS (30.2 FT) WEST-NORTHWEST OF NORTH
 RJ0011'CORNER POST OF SECURITY FENCE AROUND BASIN.
 RJ0011
 RJ0011                          STATION RECOVERY (1995)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0011'BRADY IS IN SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN BELOW THE
 RJ0011'LOCKS, IN BRADY PARK BUT INSIDE SECURITY AREA, NEAR THE NORTHWEST
 RJ0011'CORNER OF U.S.  CORPS OF ENGINEERS MOORING BASIN, NEAR THE (SOUTHEAST
 RJ0011'PIER) SHELTER BUILDING, TOP OF AN IRON ROD FOX WEDGED INTO BEDROCK,
 RJ0011'INSIDE A THREE INCH CEMENT FILLED PIPE AND CAPPED BY A REDUCER AND
 RJ0011'PIPE PLUG, 2.4 METERS (7.9 FT) WEST OF SOUTHEAST CORNER OF SHELTER
 RJ0011'BUILDING, 1.2 METERS (3.9 FT) NORTH OF NORTH CORNER OF A TWO BY THREE
 RJ0011'FOOT SQUARE MANHOLE COVER, 3.7 METERS (12.1 FT) SOUTH OF SOUTHWEST
 RJ0011'CORNER OF SHELTER BUILDING, 16.4 METERS (53.8 FT) SOUTH OF NORTH EDGE
 RJ0011'OF CONCRETE SEAWALL, 9.2 METERS (30.2 FT) WEST-NORTHWEST OF NORTH
 RJ0011'CORNER POST OF SECURITY FENCE AROUND BASIN.
 RJ0011
 RJ0011                          STATION RECOVERY (1996)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0011'RECOVERED AS DESCRIBED.
 RJ0011
 RJ0011                          STATION RECOVERY (1997)
 RJ0011
 RJ0011'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0011'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0015 ***********************************************************************
 RJ0015  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0015  DESIGNATION -  907 6060 PC
 RJ0015  PID         -  RJ0015
 RJ0015  STATE/COUNTY-  MI/CHIPPEWA
 RJ0015  USGS QUAD   -  BARBEAU (1975)
 RJ0015
 RJ0015                         *CURRENT SURVEY CONTROL
 RJ0015  ___________________________________________________________________
 RJ0015* NAD 83(1986)-  46 30 08.     (N)    084 20 52.     (W)     SCALED    
 RJ0015* NAVD 88     -       178.914  (meters)     586.99   (feet)  ADJUSTED  
 RJ0015  ___________________________________________________________________
 RJ0015  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0015  DYNAMIC HT  -         178.925 (meters)     587.02  (feet)  COMP
 RJ0015  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RJ0015
 RJ0015  VERT ORDER  -  FIRST     CLASS 0
 RJ0015
 RJ0015.The horizontal coordinates were scaled from a topographic map and have
 RJ0015.an estimated accuracy of +/- 6 seconds.
 RJ0015
 RJ0015.The orthometric height was determined by differential leveling
 RJ0015.and adjusted by the National Geodetic Survey in June 1991..
 RJ0015
 RJ0015.This Tidal Bench Mark is designated as VM 13178
 RJ0015.by the Center for Operational Oceanographic Products and Services.
 RJ0015
 RJ0015.The geoid height was determined by GEOID03.
 RJ0015
 RJ0015.The dynamic height is computed by dividing the NAVD 88
 RJ0015.geopotential number by the normal gravity value computed on the
 RJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0015.degrees latitude (g = 980.6199 gals.).
 RJ0015
 RJ0015.The modeled gravity was interpolated from observed gravity values.
 RJ0015
 RJ0015;                    North         East    Units  Estimated Accuracy
 RJ0015;SPC MI N     -   194,450.    8,203,530.      MT  (+/- 180 meters Scaled)
 RJ0015
 RJ0015                          SUPERSEDED SURVEY CONTROL
 RJ0015
 RJ0015.No superseded survey control is available for this station.
 RJ0015
 RJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS034532(NAD 83)
 RJ0015_MARKER: DD = SURVEY DISK
 RJ0015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0015_SP_SET: SEAWALL
 RJ0015_STAMPING: PC
 RJ0015_MARK LOGO: USE   
 RJ0015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0015+STABILITY: SURFACE MOTION
 RJ0015
 RJ0015  HISTORY     - Date     Condition        Report By
 RJ0015  HISTORY     - 1946     MONUMENTED       DOD
 RJ0015  HISTORY     - 1972     GOOD             USLS
 RJ0015  HISTORY     - 1983     GOOD             NGS
 RJ0015  HISTORY     - 19941005 GOOD             NOS
 RJ0015  HISTORY     - 19970806 GOOD             NOS
 RJ0015
 RJ0015                          STATION DESCRIPTION
 RJ0015
 RJ0015'DESCRIBED BY US LAKE SURVEY 1972
 RJ0015'AT SAULT STE MARIE.
 RJ0015'P C A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0015'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, JUST BELOW THE
 RJ0015'LOCKS, ON SOUTH WALL OF APPROACH TO MAC ARTHUR LOCK, ABOUT 320
 RJ0015'FEET DOWNSTREAM FROM LINE OF EAST FACE OF ADMINISTRATION BUILDING,
 RJ0015'104.2 FEET NORTHEAST OF LIGHT POLE NO. 216, 2.0 FEET FROM CHANNEL
 RJ0015'FACE OF WALL, BEING HIGHEST POINT OVER CENTER OF BRONZE DISC SET
 RJ0015'INTO CONCRETE WALL.
 RJ0015
 RJ0015                          STATION RECOVERY (1983)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0015'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0015'MARIE, JUST BELOW THE SOO LOCK, SET IN TOP OF THE SOUTH SEAWALL OF
 RJ0015'APPROACH TO MAC ARTHUR LOCK, AND ABOUT 97.6 METERS (320.0 FT) EAST OF
 RJ0015'EXTENDED LINE OF EAST FACE OF U.S. CORPS OF ENGINEERS ADMINISTRATION
 RJ0015'BUILDING, 31.7 METERS (104.2 FT) NORTHEAST OF LIGHT POLE 216,
 RJ0015'0.6 METER (2.0 FT) SOUTH OF NORTH EDGE OF SEAWALL.
 RJ0015
 RJ0015                          STATION RECOVERY (1994)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0015'PC IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, JUST BELOW THE
 RJ0015'SOO LOCK, SET IN TOP OF THE SOUTH SEAWALL OF APPROACH TO MAC ARTHUR
 RJ0015'LOCK, AND ABOUT 97.6 METERS (320.2 FT) EAST OF EXTENDED LINE OF EAST
 RJ0015'FACE OF U.S.  CORPS OF ENGINEERS ADMINISTRATION BUILDING, 31.7 METERS
 RJ0015'(104.0 FT) NORTHEAST OF LIGHT POLE 216, 0.6 METER (2.0 FT) SOUTH OF
 RJ0015'NORTH EDGE OF SEAWALL.
 RJ0015
 RJ0015                          STATION RECOVERY (1997)
 RJ0015
 RJ0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0015'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0014 ***********************************************************************
 RJ0014  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0014  DESIGNATION -  907 6060 PT
 RJ0014  PID         -  RJ0014
 RJ0014  STATE/COUNTY-  MI/CHIPPEWA
 RJ0014  USGS QUAD   -  BARBEAU (1975)
 RJ0014
 RJ0014                         *CURRENT SURVEY CONTROL
 RJ0014  ___________________________________________________________________
 RJ0014* NAD 83(1986)-  46 30 07.     (N)    084 20 40.     (W)     SCALED    
 RJ0014* NAVD 88     -       178.774  (meters)     586.53   (feet)  ADJUSTED  
 RJ0014  ___________________________________________________________________
 RJ0014  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0014  DYNAMIC HT  -         178.784 (meters)     586.56  (feet)  COMP
 RJ0014  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RJ0014
 RJ0014  VERT ORDER  -  FIRST     CLASS 0
 RJ0014
 RJ0014.The horizontal coordinates were scaled from a topographic map and have
 RJ0014.an estimated accuracy of +/- 6 seconds.
 RJ0014
 RJ0014.The orthometric height was determined by differential leveling
 RJ0014.and adjusted by the National Geodetic Survey in June 1991..
 RJ0014
 RJ0014.This Tidal Bench Mark is designated as VM 13177
 RJ0014.by the Center for Operational Oceanographic Products and Services.
 RJ0014
 RJ0014.The geoid height was determined by GEOID03.
 RJ0014
 RJ0014.The dynamic height is computed by dividing the NAVD 88
 RJ0014.geopotential number by the normal gravity value computed on the
 RJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0014.degrees latitude (g = 980.6199 gals.).
 RJ0014
 RJ0014.The modeled gravity was interpolated from observed gravity values.
 RJ0014
 RJ0014;                    North         East    Units  Estimated Accuracy
 RJ0014;SPC MI N     -   194,430.    8,203,780.      MT  (+/- 180 meters Scaled)
 RJ0014
 RJ0014                          SUPERSEDED SURVEY CONTROL
 RJ0014
 RJ0014.No superseded survey control is available for this station.
 RJ0014
 RJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS037532(NAD 83)
 RJ0014_MARKER: DD = SURVEY DISK
 RJ0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0014_SP_SET: SEAWALL
 RJ0014_STAMPING: PT
 RJ0014_MARK LOGO: USE   
 RJ0014_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0014+STABILITY: SURFACE MOTION
 RJ0014
 RJ0014  HISTORY     - Date     Condition        Report By
 RJ0014  HISTORY     - 1947     MONUMENTED       DOD
 RJ0014  HISTORY     - 1972     GOOD             USLS
 RJ0014  HISTORY     - 1983     GOOD             NGS
 RJ0014  HISTORY     - 19920617 GOOD             NOS
 RJ0014  HISTORY     - 19950911 GOOD             NOS
 RJ0014  HISTORY     - 19960903 GOOD             NOS
 RJ0014  HISTORY     - 19970806 GOOD             NOS
 RJ0014
 RJ0014                          STATION DESCRIPTION
 RJ0014
 RJ0014'DESCRIBED BY US LAKE SURVEY 1972
 RJ0014'AT SAULT STE MARIE.
 RJ0014'P T A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0014'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH WALL OF APPROACH TO THE MAC ARTHUR LOCK, ON
 RJ0014'LINE OF WEST FACE OF THE CORPS OF ENGINEERS WAREHOUSE, 1.9 FEET
 RJ0014'FROM CHANNEL FACE OF THE WALL, BEING HIGHEST POINT OVER CENTER OF
 RJ0014'BRONZE DISC SET INTO THE CONCRETE.
 RJ0014
 RJ0014                          STATION RECOVERY (1983)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0014'MARIE, BELOW THE SOO LOCK, SET IN TOP OF THE SOUTH SEAWALL OF APPROACH
 RJ0014'TO MAC ARTHUR LOCK, ON AN EXTENDED LINE AND NORTH OF THE WEST FACE OF
 RJ0014'THE U.S. CORPS OF ENGINEERS WAREHOUSE BUILDING, 0.58 METERS (1.9 FT)
 RJ0014'SOUTH OF NORTH EDGE OF SEAWALL, NOTE, PART OF DISK NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (1992)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 RJ0014'PT IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH SEAWALL OF APPROACH TO THE MAC ARTHUR LOCK, ON AN
 RJ0014'EXTENDED LINE AND NORTH OF THE WEST FACE OF THE U.S.  CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING, 0.58 METERS (1.90 FT) SOUTH OF NORTH
 RJ0014'EDGE OF SEAWALL, NOTE, PART OF DISK NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (1995)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0014'PT IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH SEAWALL OF APPROACH TO THE MAC ARTHUR LOCK, ON AN
 RJ0014'EXTENDED LINE AND NORTH OF THE WEST FACE OF THE U.S.  CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING, 0.58 METERS (1.90 FT) SOUTH OF NORTH
 RJ0014'EDGE OF SEAWALL, NOTE, PART OF DISK NOT LEGIBLE.
 RJ0014
 RJ0014                          STATION RECOVERY (1996)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0014'RECOVERED AS DESCRIBED.
 RJ0014
 RJ0014                          STATION RECOVERY (1997)
 RJ0014
 RJ0014'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0014'PT IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0014'LOCKS, ON SOUTH SEAWALL OF APPROACH TO THE MAC ARTHUR LOCK, ON AN
 RJ0014'EXTENDED LINE AND NORTH OF THE WEST FACE OF THE U.S.  CORPS OF
 RJ0014'ENGINEERS WAREHOUSE BUILDING, 31.79M NORTH-NORTHEAST OF A CONCRETE
 RJ0014'LIGHT POLE NO.  216, 22.26 M (73.03 FT) NORTHWEST OF CONCRETE LIGHT
 RJ0014'POLE NO.  212, 8.92 M (29.27 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 RJ0014'THE COE WAREHOUSE, 7.90 M (25.92 FT) NORTH OF A CHAINLINK FENCE, 0.58
 RJ0014'METERS (1.90 FT) SOUTH OF NORTH EDGE OF SEAWALL, NOTE, PART OF DISK
 RJ0014'NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0012 ***********************************************************************
 RJ0012  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0012  DESIGNATION -  907 6060 WAREHOUSE E
 RJ0012  PID         -  RJ0012
 RJ0012  STATE/COUNTY-  MI/CHIPPEWA
 RJ0012  USGS QUAD   -  BARBEAU (1975)
 RJ0012
 RJ0012                         *CURRENT SURVEY CONTROL
 RJ0012  ___________________________________________________________________
 RJ0012* NAD 83(1986)-  46 30 04.     (N)    084 20 35.     (W)     SCALED    
 RJ0012* NAVD 88     -       179.661  (meters)     589.44   (feet)  ADJUSTED  
 RJ0012  ___________________________________________________________________
 RJ0012  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0012  DYNAMIC HT  -         179.671 (meters)     589.47  (feet)  COMP
 RJ0012  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RJ0012
 RJ0012  VERT ORDER  -  FIRST     CLASS 0
 RJ0012
 RJ0012.The horizontal coordinates were scaled from a topographic map and have
 RJ0012.an estimated accuracy of +/- 6 seconds.
 RJ0012
 RJ0012.The orthometric height was determined by differential leveling
 RJ0012.and adjusted by the National Geodetic Survey in June 1991..
 RJ0012
 RJ0012.This Tidal Bench Mark is designated as VM 13175
 RJ0012.by the Center for Operational Oceanographic Products and Services.
 RJ0012
 RJ0012.The geoid height was determined by GEOID03.
 RJ0012
 RJ0012.The dynamic height is computed by dividing the NAVD 88
 RJ0012.geopotential number by the normal gravity value computed on the
 RJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0012.degrees latitude (g = 980.6199 gals.).
 RJ0012
 RJ0012.The modeled gravity was interpolated from observed gravity values.
 RJ0012
 RJ0012;                    North         East    Units  Estimated Accuracy
 RJ0012;SPC MI N     -   194,340.    8,203,890.      MT  (+/- 180 meters Scaled)
 RJ0012
 RJ0012                          SUPERSEDED SURVEY CONTROL
 RJ0012
 RJ0012.No superseded survey control is available for this station.
 RJ0012
 RJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS038531(NAD 83)
 RJ0012_MARKER: B = BOLT
 RJ0012_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0012_SP_SET: GATE SILL
 RJ0012_MARK LOGO: USE   
 RJ0012_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0012+STABILITY: SURFACE MOTION
 RJ0012
 RJ0012  HISTORY     - Date     Condition        Report By
 RJ0012  HISTORY     - 1946     MONUMENTED       DOD
 RJ0012  HISTORY     - 1972     GOOD             USLS
 RJ0012  HISTORY     - 1983     GOOD             NGS
 RJ0012  HISTORY     - 19930730 GOOD             NOS
 RJ0012  HISTORY     - 19950911 GOOD             NOS
 RJ0012  HISTORY     - 19960903 GOOD             NOS
 RJ0012  HISTORY     - 19970806 GOOD             NOS
 RJ0012
 RJ0012                          STATION DESCRIPTION
 RJ0012
 RJ0012'DESCRIBED BY US LAKE SURVEY 1972
 RJ0012'AT SAULT STE MARIE.
 RJ0012'WHSE. E. A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0012'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0012'LOCKS, ON DOWNSTREAM SIDE OF THE CORPS OF ENGINEERS WAREHOUSE, ON
 RJ0012'CHANNEL END OF SILL OF ENTRANCE GATE TO THE COURT, BEING HIGHEST
 RJ0012'POINT OVER BRASS BOLT SET INTO THE CONCRETE.
 RJ0012
 RJ0012                          STATION RECOVERY (1983)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0012'MARIE, BELOW THE SOO LOCKS AT THE EAST SIDE AND MIDDLE ENTRANCE TO THE
 RJ0012'U.S. CORPS OF ENGINEERS WAREHOUSE BUILDING, A BRASS BOLT SET IN NORTH
 RJ0012'END OF CONCRETE SILL OF ENTRANCE GATE TO THE BUILDING COURT.
 RJ0012
 RJ0012                          STATION RECOVERY (1993)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 RJ0012'WAREHOUSE E IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0012'THE SOO LOCKS AT THE EASTSIDE AND MIDDLE ENTRANCE TO THE U.S.  CORPS
 RJ0012'OF ENGINEERS WAREHOUSE BUILDING, A BRASS BOLT SET IN NORTH (CHANNEL)
 RJ0012'END OF CONCRETE SILL OF ENTRANCE GATE TO THE BUILDING COURT.
 RJ0012
 RJ0012                          STATION RECOVERY (1995)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0012'WAREHOUSE E IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0012'THE SOO LOCKS AT THE EASTSIDE AND MIDDLE ENTRANCE TO THE U.S.  CORPS
 RJ0012'OF ENGINEERS WAREHOUSE BUILDING, A BRASS BOLT SET IN NORTH (CHANNEL)
 RJ0012'END OF CONCRETE SILL OF ENTRANCE GATE TO THE BUILDING COURT.
 RJ0012
 RJ0012                          STATION RECOVERY (1996)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0012'RECOVERED AS DESCRIBED
 RJ0012
 RJ0012                          STATION RECOVERY (1997)
 RJ0012
 RJ0012'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0012'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0013 ***********************************************************************
 RJ0013  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0013  DESIGNATION -  907 6060 WAREHOUSE N
 RJ0013  PID         -  RJ0013
 RJ0013  STATE/COUNTY-  MI/CHIPPEWA
 RJ0013  USGS QUAD   -  BARBEAU (1975)
 RJ0013
 RJ0013                         *CURRENT SURVEY CONTROL
 RJ0013  ___________________________________________________________________
 RJ0013* NAD 83(1986)-  46 30 04.     (N)    084 20 35.     (W)     SCALED    
 RJ0013* NAVD 88     -       179.678  (meters)     589.49   (feet)  ADJUSTED  
 RJ0013  ___________________________________________________________________
 RJ0013  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0013  DYNAMIC HT  -         179.688 (meters)     589.53  (feet)  COMP
 RJ0013  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RJ0013
 RJ0013  VERT ORDER  -  FIRST     CLASS 0
 RJ0013
 RJ0013.The horizontal coordinates were scaled from a topographic map and have
 RJ0013.an estimated accuracy of +/- 6 seconds.
 RJ0013
 RJ0013.The orthometric height was determined by differential leveling
 RJ0013.and adjusted by the National Geodetic Survey in June 1991..
 RJ0013
 RJ0013.This Tidal Bench Mark is designated as VM 13176
 RJ0013.by the Center for Operational Oceanographic Products and Services.
 RJ0013
 RJ0013.The geoid height was determined by GEOID03.
 RJ0013
 RJ0013.The dynamic height is computed by dividing the NAVD 88
 RJ0013.geopotential number by the normal gravity value computed on the
 RJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0013.degrees latitude (g = 980.6199 gals.).
 RJ0013
 RJ0013.The modeled gravity was interpolated from observed gravity values.
 RJ0013
 RJ0013;                    North         East    Units  Estimated Accuracy
 RJ0013;SPC MI N     -   194,340.    8,203,890.      MT  (+/- 180 meters Scaled)
 RJ0013
 RJ0013                          SUPERSEDED SURVEY CONTROL
 RJ0013
 RJ0013.No superseded survey control is available for this station.
 RJ0013
 RJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS038531(NAD 83)
 RJ0013_MARKER: B = BOLT
 RJ0013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0013_SP_SET: SILL
 RJ0013_MARK LOGO: USE   
 RJ0013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0013+STABILITY: SURFACE MOTION
 RJ0013
 RJ0013  HISTORY     - Date     Condition        Report By
 RJ0013  HISTORY     - 1946     MONUMENTED       DOD
 RJ0013  HISTORY     - 1972     GOOD             USLS
 RJ0013  HISTORY     - 1983     GOOD             NGS
 RJ0013  HISTORY     - 19941005 GOOD             NOS
 RJ0013  HISTORY     - 19970806 GOOD             NOS
 RJ0013
 RJ0013                          STATION DESCRIPTION
 RJ0013
 RJ0013'DESCRIBED BY US LAKE SURVEY 1972
 RJ0013'AT SAULT STE MARIE.
 RJ0013'WHSE N A BENCH MARK OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0013'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW THE
 RJ0013'LOCKS, ON CHANNEL SIDE OF THE CORPS OF ENGINEERS WAREHOUSE, ON
 RJ0013'DOWNSTREAM END OF DOORSILL OF THE MIDDLE ENTRANCE, BEING HIGHEST
 RJ0013'POINT OVER BRASS BOLT SET INTO THE CONCRETE.
 RJ0013
 RJ0013                          STATION RECOVERY (1983)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0013'MARIE, BELOW THE LOCKS, ON THE CANAL SIDE (CHANNEL SIDE) OF THE U.S.
 RJ0013'CORPS OF ENGINEERS WAREHOUSE BUILDING ON THE EAST SIDE OF THE MIDDLE
 RJ0013'ENTRANCE TO BUILDING, A BRASS BOLT SET IN CONCRETE DOOR SILL AT THE
 RJ0013'NORTHEAST CORNER OF SILL.
 RJ0013
 RJ0013                          STATION RECOVERY (1994)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0013'WAREHOUSE N IS IN SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, BELOW
 RJ0013'THE LOCKS, ON THE CANAL SIDE (CHANNEL SIDE) OF THE U.S.  CORPS OF
 RJ0013'ENGINEERS WAREHOUSE BUILDING ON THE EAST SIDE OF THE MIDDLE ENTRANCE
 RJ0013'TO BUILDING, A BRASS BOLT SET IN CONCRETE DOOR SILL AT THE NORTHEAST
 RJ0013'CORNER OF SILL.
 RJ0013
 RJ0013                          STATION RECOVERY (1997)
 RJ0013
 RJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0013'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0030 ***********************************************************************
 RJ0030  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0030  DESIGNATION -  907 6070 788 W
 RJ0030  PID         -  RJ0030
 RJ0030  STATE/COUNTY-  MI/CHIPPEWA
 RJ0030  USGS QUAD   -  BARBEAU (1975)
 RJ0030
 RJ0030                         *CURRENT SURVEY CONTROL
 RJ0030  ___________________________________________________________________
 RJ0030* NAD 83(1986)-  46 30 06.     (N)    084 22 09.     (W)     SCALED    
 RJ0030* NAVD 88     -       184.670  (meters)     605.87   (feet)  ADJUSTED  
 RJ0030  ___________________________________________________________________
 RJ0030  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0030  DYNAMIC HT  -         184.681 (meters)     605.91  (feet)  COMP
 RJ0030  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RJ0030
 RJ0030  VERT ORDER  -  FIRST     CLASS 0
 RJ0030
 RJ0030.The horizontal coordinates were scaled from a topographic map and have
 RJ0030.an estimated accuracy of +/- 6 seconds.
 RJ0030
 RJ0030.The orthometric height was determined by differential leveling
 RJ0030.and adjusted by the National Geodetic Survey in April 1998..
 RJ0030.WARNING-Repeat measurements at this control monument indicate possible
 RJ0030.vertical movement.
 RJ0030
 RJ0030.This Tidal Bench Mark is designated as VM 13182
 RJ0030.by the Center for Operational Oceanographic Products and Services.
 RJ0030
 RJ0030.The geoid height was determined by GEOID03.
 RJ0030
 RJ0030.The dynamic height is computed by dividing the NAVD 88
 RJ0030.geopotential number by the normal gravity value computed on the
 RJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0030.degrees latitude (g = 980.6199 gals.).
 RJ0030
 RJ0030.The modeled gravity was interpolated from observed gravity values.
 RJ0030
 RJ0030;                    North         East    Units  Estimated Accuracy
 RJ0030;SPC MI N     -   194,330.    8,201,890.      MT  (+/- 180 meters Scaled)
 RJ0030
 RJ0030                          SUPERSEDED SURVEY CONTROL
 RJ0030
 RJ0030  NAVD 88 (03/25/97)  184.674  (m)          605.88   (f) UNKNOWN     1 0
 RJ0030  NAVD 88 (06/15/91)  184.685  (m)          605.92   (f) UNKNOWN     1 0
 RJ0030
 RJ0030.Superseded values are not recommended for survey control.
 RJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0030.See file dsdata.txt to determine how the superseded data were derived.
 RJ0030
 RJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS018531(NAD 83)
 RJ0030_MARKER: DD = SURVEY DISK
 RJ0030_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0030_SP_SET: SEAWALL
 RJ0030_STAMPING: 788 W RCH 1942 FWT
 RJ0030_MARK LOGO: USLS  
 RJ0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0030+STABILITY: SURFACE MOTION
 RJ0030
 RJ0030  HISTORY     - Date     Condition        Report By
 RJ0030  HISTORY     - 1946     MONUMENTED       USLS
 RJ0030  HISTORY     - 1972     GOOD             USLS
 RJ0030  HISTORY     - 1983     GOOD             NGS
 RJ0030  HISTORY     - 19941004 GOOD             NOS
 RJ0030  HISTORY     - 19970810 GOOD             NOS
 RJ0030
 RJ0030                          STATION DESCRIPTION
 RJ0030
 RJ0030'DESCRIBED BY US LAKE SURVEY 1972
 RJ0030'AT SAULT STE MARIE.
 RJ0030'788W IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE
 RJ0030'THE LOCKS, ON SOUTH WALL OF THE SOUTH CANAL, ABOUT 1,100 FEET
 RJ0030'UPSTREAM FROM RAILROAD BRIDGE OVER THE CANALS, 13 FEET NORTH OF
 RJ0030'MOORING POST NO. 788 W, 5 FEET FROM CANAL FACE OF THE WALL,
 RJ0030'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 RJ0030'THE CONCRETE.
 RJ0030
 RJ0030                          STATION RECOVERY (1983)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0030'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0030'MARIE, ABOVE THE LOCKS ON SOUTH SEAWALL OF THE SOUTH CANAL ON PROPERTY
 RJ0030'OF THE U.S. CORPS OF ENGINEERS AND ABOUT 366.0 METERS (1200.0 FT)
 RJ0030'UPSTREAM FROM THE INTERNATIONAL BRIDGE OVER THE CANALS LEADING TO
 RJ0030'CANADA, 1.5 METERS (5.0 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 RJ0030'SEAWALL OF SOUTH CANAL, 4.0 METERS (13.0 FT) NORTH OF MOORING POST
 RJ0030'NUMBER 17.
 RJ0030
 RJ0030                          STATION RECOVERY (1994)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0030'788W IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE THE
 RJ0030'LOCKS ON SOUTH SEAWALL OF THE SOUTH CANAL ON PROPERTY OF THE U.S.
 RJ0030'CORPS OF ENGINEERS, ABOUT 366.0 METERS (1200.8 FT) UPSTREAM FROM THE
 RJ0030'INTERNATIONAL HIGHWAY BRIDGE OVER THE CANALS LEADING TO CANADA, ABOUT
 RJ0030'335 METERS (1099.1 FT) UPSTREAM FROM THE RAILROAD BRIDGE OVER THE
 RJ0030'CANALS, 1.5 METERS (4.9 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 RJ0030'SEAWALL OF SOUTH CANAL, 4.0 METERS (13.1 FT) NORTH OF MOORING POST
 RJ0030'NUMBER 17, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 RJ0030'INTO THE CONCRETE.
 RJ0030
 RJ0030                          STATION RECOVERY (1997)
 RJ0030
 RJ0030'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0030'788W IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE THE
 RJ0030'LOCKS ON SOUTH SEAWALL OF THE SOUTH CANAL ON PROPERTY OF THE U.S.
 RJ0030'CORPS OF ENGINEERS, ABOUT 366.0 METERS (1200.8 FT) UPSTREAM FROM THE
 RJ0030'INTERNATIONAL HIGHWAY BRIDGE OVER THE CANALS LEADING TO CANADA, ABOUT
 RJ0030'335 METERS (1099.1 FT) UPSTREAM FROM THE RAILROAD BRIDGE OVER THE
 RJ0030'CANALS, 1.5 METERS (4.9 FT) SOUTH OF THE NORTH FACE OF THE SOUTH
 RJ0030'SEAWALL OF SOUTH CANAL, 4.0 METERS (13.1 FT) NORTH OF MOORING POST
 RJ0030'NUMBER 788W, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 RJ0030'SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0607 ***********************************************************************
 RJ0607  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0607  DESIGNATION -  907 6070 KRISTIN
 RJ0607  PID         -  RJ0607
 RJ0607  STATE/COUNTY-  MI/CHIPPEWA
 RJ0607  USGS QUAD   -  BARBEAU (1975)
 RJ0607
 RJ0607                         *CURRENT SURVEY CONTROL
 RJ0607  ___________________________________________________________________
 RJ0607* NAD 83(1986)-  46 30 00.     (N)    084 21 46.     (W)     SCALED    
 RJ0607* NAVD 88     -       188.239  (meters)     617.58   (feet)  ADJUSTED  
 RJ0607  ___________________________________________________________________
 RJ0607  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0607  DYNAMIC HT  -         188.250 (meters)     617.62  (feet)  COMP
 RJ0607  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RJ0607
 RJ0607  VERT ORDER  -  FIRST     CLASS 0
 RJ0607
 RJ0607.The horizontal coordinates were scaled from a topographic map and have
 RJ0607.an estimated accuracy of +/- 6 seconds.
 RJ0607
 RJ0607.The orthometric height was determined by differential leveling
 RJ0607.and adjusted by the National Geodetic Survey in June 1991..
 RJ0607
 RJ0607.This Tidal Bench Mark is designated as VM 13185
 RJ0607.by the Center for Operational Oceanographic Products and Services.
 RJ0607
 RJ0607.The geoid height was determined by GEOID03.
 RJ0607
 RJ0607.The dynamic height is computed by dividing the NAVD 88
 RJ0607.geopotential number by the normal gravity value computed on the
 RJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0607.degrees latitude (g = 980.6199 gals.).
 RJ0607
 RJ0607.The modeled gravity was interpolated from observed gravity values.
 RJ0607
 RJ0607;                    North         East    Units  Estimated Accuracy
 RJ0607;SPC MI N     -   194,170.    8,202,380.      MT  (+/- 180 meters Scaled)
 RJ0607
 RJ0607                          SUPERSEDED SURVEY CONTROL
 RJ0607
 RJ0607.No superseded survey control is available for this station.
 RJ0607
 RJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS023529(NAD 83)
 RJ0607_MARKER: DD = SURVEY DISK
 RJ0607_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ0607_SP_SET: BRIDGE OVERPASS PIER
 RJ0607_STAMPING: KRISTIN 1972 USLS
 RJ0607_MARK LOGO: USLS  
 RJ0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0607+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 RJ0607
 RJ0607  HISTORY     - Date     Condition        Report By
 RJ0607  HISTORY     - 1972     MONUMENTED       NOS
 RJ0607  HISTORY     - 1983     GOOD             NGS
 RJ0607  HISTORY     - 19941004 GOOD             NOS
 RJ0607  HISTORY     - 19950913 GOOD             NOS
 RJ0607  HISTORY     - 19960902 GOOD             NOS
 RJ0607  HISTORY     - 19970810 GOOD             NOS
 RJ0607  HISTORY     - 20000913 GOOD             MIDT
 RJ0607
 RJ0607                          STATION DESCRIPTION
 RJ0607
 RJ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0607'IN SAULT STE MARIE.
 RJ0607'IN SAULT STE. MARIE, SET VERTICALLY IN THE WEST FACE OF THE
 RJ0607'WESTERNMOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE SOUTHBOUND
 RJ0607'LANES OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO LOCKS LEADING
 RJ0607'NORTH TO CANADA, ABOUT 195 METERS (640 FEET) SOUTH OF THE MAC ARTHUR
 RJ0607'LOCK, IN THE FIFTH SET OF PIERS SOUTH OF THE LOCKS.  NOTE, PIERS
 RJ0607'DRILLED INTO ROCK.
 RJ0607'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0607
 RJ0607                          STATION RECOVERY (1994)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0607'IN SAULT STE.  MARIE, SET VERTICALLY IN THE WEST FACE OF THE
 RJ0607'WESTERNMOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE SOUTHBOUND LANES
 RJ0607'OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO LOCKS LEADING NORTH
 RJ0607'TO CANADA, ABOUT 195 METERS (639.8 FT) SOUTH OF THE MAC ARTHUR LOCK,
 RJ0607'IN THE FIFTH SET OF PIERS SOUTH OF THE LOCKS.  NOTE, PIERS DRILLED
 RJ0607'INTO ROCK.
 RJ0607
 RJ0607                          STATION RECOVERY (1995)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0607'IN SAULT STE.  MARIE, SET VERTICALLY IN THE WEST FACE OF THE
 RJ0607'WESTERNMOST ONE OF TWO CONCRETE SUPPORT PIERS FOR THE SOUTHBOUND LANES
 RJ0607'OF THE INTERNATIONAL HIGHWAY BRIDGE OVER THE SOO LOCKS LEADING NORTH
 RJ0607'TO CANADA, ABOUT 195 METERS (639.8 FT) SOUTH OF THE MAC ARTHUR LOCK,
 RJ0607'IN THE FIFTH SET OF PIERS SOUTH OF THE LOCKS.  NOTE, PIERS DRILLED
 RJ0607'INTO ROCK.
 RJ0607
 RJ0607                          STATION RECOVERY (1996)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0607'RECOVERED AS DESCRIBED.
 RJ0607
 RJ0607                          STATION RECOVERY (1997)
 RJ0607
 RJ0607'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0607'RECOVERED AS DESCRIBED.
 RJ0607
 RJ0607                          STATION RECOVERY (2000)
 RJ0607
 RJ0607'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RJ0607'NOTE-16 IS STENCILED ON THE EAST AND WEST FACE OF THE PIER. MARK IS
 RJ0607'NORTH OF THE POWER CANAL AND CGS D 44 1934. YOU CAN DRIVE TO THE MARK
 RJ0607'BY GOING SOUTH ALONG THE WEST SIDE OF THE PIERS FROM NGS V 295 1983.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0028 ***********************************************************************
 RJ0028  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0028  DESIGNATION -  907 6070 MERIDIAN 2
 RJ0028  PID         -  RJ0028
 RJ0028  STATE/COUNTY-  MI/CHIPPEWA
 RJ0028  USGS QUAD   -  BARBEAU (1975)
 RJ0028
 RJ0028                         *CURRENT SURVEY CONTROL
 RJ0028  ___________________________________________________________________
 RJ0028* NAD 83(1986)-  46 30 05.     (N)    084 21 51.     (W)     SCALED    
 RJ0028* NAVD 88     -       187.454  (meters)     615.01   (feet)  ADJUSTED  
 RJ0028  ___________________________________________________________________
 RJ0028  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0028  DYNAMIC HT  -         187.464 (meters)     615.04  (feet)  COMP
 RJ0028  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RJ0028
 RJ0028  VERT ORDER  -  FIRST     CLASS 0
 RJ0028
 RJ0028.The horizontal coordinates were scaled from a topographic map and have
 RJ0028.an estimated accuracy of +/- 6 seconds.
 RJ0028
 RJ0028.The orthometric height was determined by differential leveling
 RJ0028.and adjusted by the National Geodetic Survey in June 1991..
 RJ0028.WARNING-Repeat measurements at this control monument indicate possible
 RJ0028.vertical movement.
 RJ0028
 RJ0028.This Tidal Bench Mark is designated as VM 13184
 RJ0028.by the Center for Operational Oceanographic Products and Services.
 RJ0028
 RJ0028.The geoid height was determined by GEOID03.
 RJ0028
 RJ0028.The dynamic height is computed by dividing the NAVD 88
 RJ0028.geopotential number by the normal gravity value computed on the
 RJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0028.degrees latitude (g = 980.6199 gals.).
 RJ0028
 RJ0028.The modeled gravity was interpolated from observed gravity values.
 RJ0028
 RJ0028;                    North         East    Units  Estimated Accuracy
 RJ0028;SPC MI N     -   194,320.    8,202,270.      MT  (+/- 180 meters Scaled)
 RJ0028
 RJ0028                          SUPERSEDED SURVEY CONTROL
 RJ0028
 RJ0028.No superseded survey control is available for this station.
 RJ0028
 RJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS022531(NAD 83)
 RJ0028_MARKER: DD = SURVEY DISK
 RJ0028_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0028_SP_SET: HISTORICAL MONUMENT
 RJ0028_MARK LOGO: USLS  
 RJ0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0028+STABILITY: SURFACE MOTION
 RJ0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0028+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 RJ0028
 RJ0028  HISTORY     - Date     Condition        Report By
 RJ0028  HISTORY     - 1971     MONUMENTED       NOS
 RJ0028  HISTORY     - 1972     GOOD             USLS
 RJ0028  HISTORY     - 1983     GOOD             NGS
 RJ0028  HISTORY     - 19941004 GOOD             NOS
 RJ0028  HISTORY     - 19950913 GOOD             NOS
 RJ0028  HISTORY     - 19960902 GOOD             NOS
 RJ0028  HISTORY     - 19970810 GOOD             NOS
 RJ0028  HISTORY     - 20051117 GOOD             USPSQD
 RJ0028
 RJ0028                          STATION DESCRIPTION
 RJ0028
 RJ0028'DESCRIBED BY US LAKE SURVEY 1972
 RJ0028'AT SAULT STE MARIE.
 RJ0028'MERIDIAN 2 IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN,
 RJ0028'NEAR INTERNATIONAL BRIDGE AT SOO LINE RAILROAD OVERPASS, 32 FEET
 RJ0028'NORTH OF CENTERLINE OF CANAL STREET, 18.7 FEET WEST OF UTILITY
 RJ0028'POLE NO. A19/1, 14.7 FEET NORTHEAST OF SOUTHEAST CORNER OF NORTH
 RJ0028'BRIDGE ABUTMENT, 5.4 FEET EAST OF BRASS WITNESS DISC SET IN FACE
 RJ0028'OF RETAINING WALL, 4.7 FEET SOUTH OF AN EAST-WEST CYCLONE FENCE,
 RJ0028'3 FEET ABOVE THE GROUND, BEING HIGHEST POINT OVER CENTER OF BRASS
 RJ0028'DISC SET INTO TOP OF A CONCRETE HISTORICAL MONUMENT (MARKS
 RJ0028'MICHIGAN MERIDIAN).
 RJ0028
 RJ0028                          STATION RECOVERY (1983)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0028'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0028'MARIE, ON PROPERTY OF U.S. ARMY CORPS OF ENGINEERS, NEAR THE HIGHWAY
 RJ0028'INTERNATIONAL BRIDGE AND AT THE SOO RAILROAD LINE OVERPASS BRIDGE OVER
 RJ0028'THE SOUTH CANAL OF THE SOO LOCKS, A BRASS DISK SET IN TOP OF A
 RJ0028'CONCRETE HISTORICAL MONUMENT (MARKS MICHIGAN MERIDIAN), 9.75 METERS
 RJ0028'(32.0 FT) NORTH OF THE CENTER OF THE PAVED STREET, 0.91 METERS
 RJ0028'(3.0 FT) NORTH OF A STEEL STAIRWAY LEADING TO THE RAILROAD, 4.5 METERS
 RJ0028'(14.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF SOUTH BRIDGE ABUTMENT,
 RJ0028'5.7 METERS (18.7 FT) WEST OF UTILITY POLE NUMBER A 19/1, AND
 RJ0028'1.4 METERS (4.7 FT) SOUTH OF AN EAST-WEST SECURITY FENCE.
 RJ0028'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0028
 RJ0028                          STATION RECOVERY (1994)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0028'MERIDIAN 2 IS AT SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ON
 RJ0028'PROPERTY OF U.S.  ARMY CORPS OF ENGINEERS, NEAR THE INTERNATIONAL
 RJ0028'HIGHWAY BRIDGE AND AT THE SOO RAILROAD LINE OVERPASS BRIDGE OVER THE
 RJ0028'SOUTH CANAL OF THE SOO LOCKS, A BRASS DISK SET IN TOP OF A CONCRETE
 RJ0028'HISTORICAL MONUMENT (MARKS MICHIGAN MERIDIAN) , 9.75 METERS (31.99 FT)
 RJ0028'NORTH OF THE CENTER OF CANAL STREET, 0.91 METERS (2.99 FT) NORTH OF A
 RJ0028'STEEL STAIRWAY LEADING TO THE RAILROAD, 4.5 METERS (14.8 FT) NORTHEAST
 RJ0028'OF THE SOUTHEAST CORNER OF SOUTH BRIDGE ABUTMENT, 5.7 METERS (18.7 FT)
 RJ0028'WEST OF UTILITY POLE NUMBER A 19/1, AND 1.4 METERS (4.6 FT) SOUTH OF
 RJ0028'AN EAST-WEST SECURITY FENCE.
 RJ0028
 RJ0028                          STATION RECOVERY (1995)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0028'RECOVERED AS DESCRIBED.
 RJ0028
 RJ0028                          STATION RECOVERY (1996)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0028'RECOVERED AS DESCRIBED.
 RJ0028
 RJ0028                          STATION RECOVERY (1997)
 RJ0028
 RJ0028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0028'RECOVERED AS DESCRIBED.
 RJ0028
 RJ0028                          STATION RECOVERY (2005)
 RJ0028
 RJ0028'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RJ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0029 ***********************************************************************
 RJ0029  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0029  DESIGNATION -  907 6070 Q
 RJ0029  PID         -  RJ0029
 RJ0029  STATE/COUNTY-  MI/CHIPPEWA
 RJ0029  USGS QUAD   -  BARBEAU (1975)
 RJ0029
 RJ0029                         *CURRENT SURVEY CONTROL
 RJ0029  ___________________________________________________________________
 RJ0029* NAD 83(1986)-  46 30 09.     (N)    084 21 49.     (W)     SCALED    
 RJ0029* NAVD 88     -       184.861  (meters)     606.50   (feet)  ADJUSTED  
 RJ0029  ___________________________________________________________________
 RJ0029  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0029  DYNAMIC HT  -         184.872 (meters)     606.53  (feet)  COMP
 RJ0029  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RJ0029
 RJ0029  VERT ORDER  -  FIRST     CLASS 0
 RJ0029
 RJ0029.The horizontal coordinates were scaled from a topographic map and have
 RJ0029.an estimated accuracy of +/- 6 seconds.
 RJ0029
 RJ0029.The orthometric height was determined by differential leveling
 RJ0029.and adjusted by the National Geodetic Survey in March 1997..
 RJ0029
 RJ0029.This Tidal Bench Mark is designated as VM 13183
 RJ0029.by the Center for Operational Oceanographic Products and Services.
 RJ0029
 RJ0029.The geoid height was determined by GEOID03.
 RJ0029
 RJ0029.The dynamic height is computed by dividing the NAVD 88
 RJ0029.geopotential number by the normal gravity value computed on the
 RJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0029.degrees latitude (g = 980.6199 gals.).
 RJ0029
 RJ0029.The modeled gravity was interpolated from observed gravity values.
 RJ0029
 RJ0029;                    North         East    Units  Estimated Accuracy
 RJ0029;SPC MI N     -   194,440.    8,202,310.      MT  (+/- 180 meters Scaled)
 RJ0029
 RJ0029                          SUPERSEDED SURVEY CONTROL
 RJ0029
 RJ0029  NAVD 88 (06/15/91)  184.860  (m)          606.49   (f) UNKNOWN     1 0
 RJ0029
 RJ0029.Superseded values are not recommended for survey control.
 RJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0029.See file dsdata.txt to determine how the superseded data were derived.
 RJ0029
 RJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS022532(NAD 83)
 RJ0029_MARKER: DD = SURVEY DISK
 RJ0029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0029_SP_SET: SEAWALL
 RJ0029_MARK LOGO: USE   
 RJ0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0029+STABILITY: SURFACE MOTION
 RJ0029
 RJ0029  HISTORY     - Date     Condition        Report By
 RJ0029  HISTORY     - 1946     MONUMENTED       DOD
 RJ0029  HISTORY     - 1972     GOOD             USLS
 RJ0029  HISTORY     - 1983     GOOD             NGS
 RJ0029  HISTORY     - 19941004 GOOD             NOS
 RJ0029  HISTORY     - 19950913 GOOD             NOS
 RJ0029  HISTORY     - 19960902 GOOD             NOS
 RJ0029  HISTORY     - 19970810 GOOD             NOS
 RJ0029
 RJ0029                          STATION DESCRIPTION
 RJ0029
 RJ0029'DESCRIBED BY US LAKE SURVEY 1972
 RJ0029'AT SAULT STE MARIE.
 RJ0029'Q A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0029'IS A SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ABOVE THE LOCKS,
 RJ0029'ON SOUTH WALL OF THE SOUTH CANAL, JUST DOWNSTREAM FROM RAILROAD
 RJ0029'BRIDGE OVER THE CANALS, 36.5 FEET EAST OF NORTHEAST CORNER OF
 RJ0029'THE BRIDGE ABUTMENT, 3.0 FEET FROM CANAL FACE OF THE WALL, BEING
 RJ0029'HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 RJ0029
 RJ0029                          STATION RECOVERY (1983)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0029'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0029'MARIE ON PROPERTY OF THE U.S. ARMY CORPS OF ENGINEERS, JUST DOWN
 RJ0029'STREAM FROM THE RAILROAD BRIDGE OVER THE SOUTH CANAL OF THE SOO LOCK,
 RJ0029'SET IN TOP OF THE SOUTH CONCRETE SEAWALL OF THE SOUTH CANAL,
 RJ0029'11.1 METERS (36.5 FT) EAST OF THE NORTHEAST CORNER OF THE SOUTH BRIDGE
 RJ0029'ABUTMENT OF RAILROAD BRIDGE, 0.9 METER (3.0 FT) SOUTH-SOUTHWEST OF
 RJ0029'THE NORTH EDGE OF SEAWALL.
 RJ0029
 RJ0029                          STATION RECOVERY (1994)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0029'Q A CONTROL POINT OF THE U.S.  ARMY ENGINEER DISTRICT, DETROIT, IS A
 RJ0029'SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ON PROPERTY OF THE U.S.
 RJ0029'ARMY CORPS OF ENGINEERS, JUST DOWN STREAM FROM THE RAILROAD BRIDGE
 RJ0029'OVER THE SOUTH CANAL OF THE SOO LOCK, SET IN TOP OF THE SOUTH CONCRETE
 RJ0029'SEAWALL OF THE SOUTH CANAL, 11.1 METERS (36.4 FT) EAST OF THE
 RJ0029'NORTHEAST CORNER OF THE SOUTH BRIDGE ABUTMENT OF RAILROAD BRIDGE, 0.9
 RJ0029'METER (3.0 FT) SOUTH-SOUTHWEST OF THE NORTH EDGE OF SEAWALL, BEING
 RJ0029'HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 RJ0029
 RJ0029                          STATION RECOVERY (1995)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0029'Q A CONTROL POINT OF THE U.S.  ARMY ENGINEER DISTRICT, DETROIT, IS A
 RJ0029'SAULT STE.  MARIE, CHIPPEWA COUNTY, MICHIGAN, ON PROPERTY OF THE U.S.
 RJ0029'ARMY CORPS OF ENGINEERS, JUST DOWN STREAM FROM THE RAILROAD BRIDGE
 RJ0029'OVER THE SOUTH CANAL OF THE SOO LOCK, SET IN TOP OF THE SOUTH CONCRETE
 RJ0029'SEAWALL OF THE SOUTH CANAL, 11.1 METERS (36.4 FT) EAST OF THE
 RJ0029'NORTHEAST CORNER OF THE SOUTH BRIDGE ABUTMENT OF RAILROAD BRIDGE, 0.9
 RJ0029'METER (3.0 FT) SOUTH-SOUTHWEST OF THE NORTH EDGE OF SEAWALL, BEING
 RJ0029'HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 RJ0029
 RJ0029                          STATION RECOVERY (1996)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0029'RECOVERED AS DESCRIBED.
 RJ0029
 RJ0029                          STATION RECOVERY (1997)
 RJ0029
 RJ0029'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0029'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6345 ***********************************************************************
 AC6345  TIDAL BM    -  This is a Tidal Bench Mark.
 AC6345  DESIGNATION -  907 6070 SW PIER 2
 AC6345  PID         -  AC6345
 AC6345  STATE/COUNTY-  MI/CHIPPEWA
 AC6345  USGS QUAD   -  BARBEAU (1975)
 AC6345
 AC6345                         *CURRENT SURVEY CONTROL
 AC6345  ___________________________________________________________________
 AC6345* NAD 83(1986)-  46 30 04.     (N)    084 22 21.     (W)     SCALED    
 AC6345* NAVD 88     -       184.339  (meters)     604.79   (feet)  ADJUSTED  
 AC6345  ___________________________________________________________________
 AC6345  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 AC6345  DYNAMIC HT  -         184.350 (meters)     604.82  (feet)  COMP
 AC6345  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 AC6345
 AC6345  VERT ORDER  -  SECOND    CLASS I
 AC6345
 AC6345.The horizontal coordinates were scaled from a topographic map and have
 AC6345.an estimated accuracy of +/- 6 seconds.
 AC6345
 AC6345.The orthometric height was determined by differential leveling
 AC6345.and adjusted by the National Geodetic Survey in March 1997..
 AC6345
 AC6345.This Tidal Bench Mark is designated as VM 13908
 AC6345.by the Center for Operational Oceanographic Products and Services.
 AC6345
 AC6345.The geoid height was determined by GEOID03.
 AC6345
 AC6345.The dynamic height is computed by dividing the NAVD 88
 AC6345.geopotential number by the normal gravity value computed on the
 AC6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6345.degrees latitude (g = 980.6199 gals.).
 AC6345
 AC6345.The modeled gravity was interpolated from observed gravity values.
 AC6345
 AC6345;                    North         East    Units  Estimated Accuracy
 AC6345;SPC MI N     -   194,260.    8,201,640.      MT  (+/- 180 meters Scaled)
 AC6345
 AC6345                          SUPERSEDED SURVEY CONTROL
 AC6345
 AC6345.No superseded survey control is available for this station.
 AC6345
 AC6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS016530(NAD 83)
 AC6345_MARKER: Z = SEE DESCRIPTION
 AC6345_SETTING: 66 = SET IN ROCK OUTCROP
 AC6345_SP_SET: BEDROCK
 AC6345_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6345_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6345+STABILITY: POSITION/ELEVATION WELL
 AC6345
 AC6345  HISTORY     - Date     Condition        Report By
 AC6345  HISTORY     - UNK      MONUMENTED       USLS
 AC6345  HISTORY     - 1946     GOOD             USLS
 AC6345  HISTORY     - 1983     MARK NOT FOUND   NGS
 AC6345  HISTORY     - 19941004 GOOD             NOS
 AC6345
 AC6345                          STATION DESCRIPTION
 AC6345
 AC6345'DESCRIBED BY US LAKE SURVEY 1946
 AC6345'AT SAULT STE MARIE.
 AC6345'SW PIER A BENCH MARK ESTABLISHED BY THE DETROIT DISTRICT, CORPS
 AC6345'OF ENGINEERS, IS A SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN,
 AC6345'NEAR ENTRANCE TO THE POWER CANAL, AT DOWNSTREAM END OF THE SOUTHWEST
 AC6345'PIER EXTENSION, IN THE SOUTHWEST PIER SELF-REGISTERING GAGE
 AC6345'HOUSE, IN NORTHWEST CORNER OF THE STILLING WELL, BEING HIGHEST
 AC6345'POINT OVER SMALL BRASS PLATE ON END OF ARM WELDED TO A PIPE SET
 AC6345'INTO BED ROCK.
 AC6345
 AC6345                          STATION RECOVERY (1983)
 AC6345
 AC6345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AC6345'NOT RECOVERED, NOT ACCESSIBLE DUE TO TRAP DOOR AND GAGE TAPE AT TIME
 AC6345'OF RECOVERY BEING IN THE WAY OF RECOVERY, PROBABLY BENCH MARK IS STILL
 AC6345'INTACT.
 AC6345
 AC6345                          STATION RECOVERY (1994)
 AC6345
 AC6345'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC6345'SW PIER A BENCH MARK ESTABLISHED BY THE DETROIT DISTRICT, CORPS OF
 AC6345'ENGINEERS, IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, NEAR
 AC6345'ENTRANCE TO THE POWER CANAL, AT DOWNSTREAM END OF THE SOUTHWEST PIER
 AC6345'EXTENSION, IN THE SOUTHWEST PIER SELF-REGISTERING GAGE HOUSE, IN
 AC6345'NORTHWEST CORNER OF THE STILLING WELL, BEING HIGHEST POINT OVER SMALL
 AC6345'BRASS PLATE ON END OF ARM WELDED TO A PIPE SET INTO BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0119 ***********************************************************************
 NF0119  DESIGNATION -  908
 NF0119  PID         -  NF0119
 NF0119  STATE/COUNTY-  MI/JACKSON
 NF0119  USGS QUAD   -  LESLIE (1970)
 NF0119
 NF0119                         *CURRENT SURVEY CONTROL
 NF0119  ___________________________________________________________________
 NF0119* NAD 83(1986)-  42 25 19.     (N)    084 26 29.     (W)     SCALED    
 NF0119* NAVD 88     -       276.33   (+/-2cm)     906.6    (feet)  VERTCON   
 NF0119  ___________________________________________________________________
 NF0119  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NF0119
 NF0119  VERT ORDER  -  ? (See Below)
 NF0119
 NF0119.The horizontal coordinates were scaled from a topographic map and have
 NF0119.an estimated accuracy of +/- 6 seconds.
 NF0119
 NF0119.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0119.The vertical order pertains to the NGVD 29 superseded value.
 NF0119
 NF0119.The geoid height was determined by GEOID03.
 NF0119
 NF0119;                    North         East    Units  Estimated Accuracy
 NF0119;SPC MI S     -   102,410.    3,993,850.      MT  (+/- 180 meters Scaled)
 NF0119
 NF0119                          SUPERSEDED SURVEY CONTROL
 NF0119
 NF0119  NGVD 29 (??/??/92)  276.457  (m)          907.01   (f) ADJ UNCH    ?  
 NF0119
 NF0119.Superseded values are not recommended for survey control.
 NF0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0119.See file dsdata.txt to determine how the superseded data were derived.
 NF0119
 NF0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM104997(NAD 83)
 NF0119_MARKER: B = BOLT
 NF0119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0119_SP_SET: BRIDGE GUARD RAIL
 NF0119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0119
 NF0119  HISTORY     - Date     Condition        Report By
 NF0119  HISTORY     - UNK      MONUMENTED       USGS
 NF0119  HISTORY     - 1934     GOOD             NGS
 NF0119  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0119
 NF0119                          STATION DESCRIPTION
 NF0119
 NF0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0119'2.1 MI S FROM LESLIE.
 NF0119'IN JACKSON COUNTY, 2.1 MILES SOUTH ALONG THE MICHIGAN CENTRAL
 NF0119'RAILROAD FROM THE STATION AT LESLIE, INGHAM COUNTY, 1 RAIL SOUTH
 NF0119'OF AN EAST-AND-WEST COUNTY-LINE ROAD CROSSING, AT A SMALL WOODEN
 NF0119'BRIDGE, ON THE EAST GUARDRAIL, 3.1 FEET EAST OF THE EAST RAIL,
 NF0119'AND 0.1 FOOT HIGHER THAN THE TOP OF THE RAIL.  THE TOP OF THE
 NF0119'NORTHERNMOST BOLT.
 NF0119
 NF0119                          STATION RECOVERY (1977)
 NF0119
 NF0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0101 ***********************************************************************
 QK0101  DESIGNATION -  908 7005 D USE
 QK0101  PID         -  QK0101
 QK0101  STATE/COUNTY-  MI/EMMET
 QK0101  USGS QUAD   -  
 QK0101
 QK0101                         *CURRENT SURVEY CONTROL
 QK0101  ___________________________________________________________________
 QK0101* NAD 83(1986)-  45 22 31.     (N)    084 57 38.     (W)     SCALED    
 QK0101* NAVD 88     -       179.462  (meters)     588.78   (feet)  ADJUSTED  
 QK0101  ___________________________________________________________________
 QK0101  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0101  DYNAMIC HT  -         179.458 (meters)     588.77  (feet)  COMP
 QK0101  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 QK0101
 QK0101  VERT ORDER  -  FIRST     CLASS I
 QK0101
 QK0101.The horizontal coordinates were scaled from a topographic map and have
 QK0101.an estimated accuracy of +/- 6 seconds.
 QK0101
 QK0101.The orthometric height was determined by differential leveling
 QK0101.and adjusted by the National Geodetic Survey in June 1991..
 QK0101.WARNING-Repeat measurements at this control monument indicate possible
 QK0101.vertical movement.
 QK0101
 QK0101.The geoid height was determined by GEOID03.
 QK0101
 QK0101.The dynamic height is computed by dividing the NAVD 88
 QK0101.geopotential number by the normal gravity value computed on the
 QK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0101.degrees latitude (g = 980.6199 gals.).
 QK0101
 QK0101.The modeled gravity was interpolated from observed gravity values.
 QK0101
 QK0101;                    North         East    Units  Estimated Accuracy
 QK0101;SPC MI C     -   228,930.    5,953,480.      MT  (+/- 180 meters Scaled)
 QK0101
 QK0101                          SUPERSEDED SURVEY CONTROL
 QK0101
 QK0101.No superseded survey control is available for this station.
 QK0101
 QK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR596266(NAD 83)
 QK0101_MARKER: T = CHISELED TRIANGLE
 QK0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0101_MARK LOGO: USE   
 QK0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0101+STABILITY: SURFACE MOTION
 QK0101
 QK0101  HISTORY     - Date     Condition        Report By
 QK0101  HISTORY     - 1893     MONUMENTED       DOD
 QK0101  HISTORY     - 1973     GOOD             USLS
 QK0101  HISTORY     - 1984     GOOD             NGS
 QK0101  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0101  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0101
 QK0101                          STATION DESCRIPTION
 QK0101
 QK0101'DESCRIBED BY US LAKE SURVEY 1973
 QK0101'AT PETOSKEY.
 QK0101'D ESTABLISHED BY THE GRAND RAPIDS DISTRICT, CORPS OF ENGINEERS,
 QK0101'IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, ON TOP OF EAST ABUTMENT
 QK0101'OF THE CHESAPEAKE AND OHIO RAILROAD BRIDGE OVER BEAR RIVER,
 QK0101'SOUTH OF WOODEN WALKWAY, 0.8 FEET WEST FROM EAST SIDE AND 2.0
 QK0101'FEET NORTH FROM UPSTREAM END OF THE ABUTMENT, BEING HIGHEST
 QK0101'POINT OF MASONRY SURFACE OVER A 1-INCH HOLE ENCLOSED BY A
 QK0101'TRIANGLE CUT INTO THE STONE.  NOTE-- MARK WAS PREVIOUSLY
 QK0101'DESIGNATED D 1893.
 QK0101
 QK0101                          STATION RECOVERY (1984)
 QK0101
 QK0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0101'RECOVERED IN GOOD CONDITION, NOTE, IS 1.5 METERS (5.0 FT) SOUTH OF THE
 QK0101'SOUTH RAIL OF THE RAILROAD.
 QK0101
 QK0101                          STATION RECOVERY (2001)
 QK0101
 QK0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0101'MARK NOT FOUND.
 QK0101
 QK0101                          STATION RECOVERY (2001)
 QK0101
 QK0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0101'THE RAILROAD BRIDGE AND ITS STRUCTURE IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0100 ***********************************************************************
 QK0100  DESIGNATION -  908 7005 DEPOT USE
 QK0100  PID         -  QK0100
 QK0100  STATE/COUNTY-  MI/EMMET
 QK0100  USGS QUAD   -  
 QK0100
 QK0100                         *CURRENT SURVEY CONTROL
 QK0100  ___________________________________________________________________
 QK0100* NAD 83(1986)-  45 22 31.     (N)    084 57 32.     (W)     SCALED    
 QK0100* NAVD 88     -       180.768  (meters)     593.07   (feet)  ADJUSTED  
 QK0100  ___________________________________________________________________
 QK0100  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0100  DYNAMIC HT  -         180.764 (meters)     593.06  (feet)  COMP
 QK0100  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 QK0100
 QK0100  VERT ORDER  -  FIRST     CLASS I
 QK0100
 QK0100.The horizontal coordinates were scaled from a topographic map and have
 QK0100.an estimated accuracy of +/- 6 seconds.
 QK0100
 QK0100.The orthometric height was determined by differential leveling
 QK0100.and adjusted by the National Geodetic Survey in June 1991..
 QK0100
 QK0100.The geoid height was determined by GEOID03.
 QK0100
 QK0100.The dynamic height is computed by dividing the NAVD 88
 QK0100.geopotential number by the normal gravity value computed on the
 QK0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0100.degrees latitude (g = 980.6199 gals.).
 QK0100
 QK0100.The modeled gravity was interpolated from observed gravity values.
 QK0100
 QK0100;                    North         East    Units  Estimated Accuracy
 QK0100;SPC MI C     -   228,930.    5,953,610.      MT  (+/- 180 meters Scaled)
 QK0100
 QK0100                          SUPERSEDED SURVEY CONTROL
 QK0100
 QK0100.No superseded survey control is available for this station.
 QK0100
 QK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR598266(NAD 83)
 QK0100_MARKER: Q = CHISELED SQUARE
 QK0100_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QK0100+WITH SETTING: PAVEMENT
 QK0100_MARK LOGO: USE   
 QK0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0100+STABILITY: SURFACE MOTION
 QK0100
 QK0100  HISTORY     - Date     Condition        Report By
 QK0100  HISTORY     - 1893     MONUMENTED       DOD
 QK0100  HISTORY     - 1973     GOOD             USLS
 QK0100  HISTORY     - 1984     GOOD             NGS
 QK0100  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0100  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0100
 QK0100                          STATION DESCRIPTION
 QK0100
 QK0100'DESCRIBED BY US LAKE SURVEY 1973
 QK0100'AT PETOSKEY.
 QK0100'DEPOT AT PETOSKEY, EMMET COUNTY, MICHIGAN, SOUTH OF CITY DOCK, ON
 QK0100'SOUTHWEST SIDE OF FORMER CHESAPEAKE AND OHIO RAILROAD DEPOT,
 QK0100'ON TOP OF NORTH SIDE OF THE MASONRY BASE OF MOST WESTERLY OF
 QK0100'SIX CYLINDRICAL COLUMNS, 3-1/4-FOOT ABOVE THE WALK, BEING HIGHEST
 QK0100'POINT IN A 1-INCH SQUARE CHISELED IN THE STONE.  NOTE-- MARK
 QK0100'WAS PREVIOUSLY DESIGNATED DEPOT 1893.
 QK0100
 QK0100                          STATION RECOVERY (1984)
 QK0100
 QK0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0100'RECOVERED IN GOOD CONDITION, NOTE, THE DEPOT IS NOW A HISTORICAL
 QK0100'MUSEUM LOCATED IN THE WATERFRONT PARK AND KNOWN AS THE LITTLE TRAVERSE
 QK0100'HISTORICAL MUSEUM.
 QK0100
 QK0100                          STATION RECOVERY (2001)
 QK0100
 QK0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0100'MARK NOT FOUND.
 QK0100
 QK0100                          STATION RECOVERY (2001)
 QK0100
 QK0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0099 ***********************************************************************
 QK0099  DESIGNATION -  908 7005 DIAMOND USLS
 QK0099  PID         -  QK0099
 QK0099  STATE/COUNTY-  MI/EMMET
 QK0099  USGS QUAD   -  
 QK0099
 QK0099                         *CURRENT SURVEY CONTROL
 QK0099  ___________________________________________________________________
 QK0099* NAD 83(1986)-  45 22 34.     (N)    084 57 28.     (W)     SCALED    
 QK0099* NAVD 88     -       178.663  (meters)     586.16   (feet)  ADJUSTED  
 QK0099  ___________________________________________________________________
 QK0099  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0099  DYNAMIC HT  -         178.658 (meters)     586.15  (feet)  COMP
 QK0099  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 QK0099
 QK0099  VERT ORDER  -  FIRST     CLASS I
 QK0099
 QK0099.The horizontal coordinates were scaled from a topographic map and have
 QK0099.an estimated accuracy of +/- 6 seconds.
 QK0099
 QK0099.The orthometric height was determined by differential leveling
 QK0099.and adjusted by the National Geodetic Survey in June 1991..
 QK0099
 QK0099.The geoid height was determined by GEOID03.
 QK0099
 QK0099.The dynamic height is computed by dividing the NAVD 88
 QK0099.geopotential number by the normal gravity value computed on the
 QK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0099.degrees latitude (g = 980.6199 gals.).
 QK0099
 QK0099.The modeled gravity was interpolated from observed gravity values.
 QK0099
 QK0099;                    North         East    Units  Estimated Accuracy
 QK0099;SPC MI C     -   229,020.    5,953,700.      MT  (+/- 180 meters Scaled)
 QK0099
 QK0099                          SUPERSEDED SURVEY CONTROL
 QK0099
 QK0099.No superseded survey control is available for this station.
 QK0099
 QK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599267(NAD 83)
 QK0099_MARKER: Z = SEE DESCRIPTION
 QK0099_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0099_MARK LOGO: CGS   
 QK0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0099
 QK0099  HISTORY     - Date     Condition        Report By
 QK0099  HISTORY     - 1959     MONUMENTED       USLS
 QK0099  HISTORY     - 1973     GOOD             USLS
 QK0099  HISTORY     - 1984     GOOD             NGS
 QK0099  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0099  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0099
 QK0099                          STATION DESCRIPTION
 QK0099
 QK0099'DESCRIBED BY US LAKE SURVEY 1973
 QK0099'AT PETOSKEY.
 QK0099'DIAMOND IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, AT WATER FRONT PARK,
 QK0099'ABOUT 200 FEET SOUTHERLY FROM INNER END OF CITY DOCK NEAR
 QK0099'NORTHEASTERLY CORNER OF FENCE AROUND LITTLE LEAGUE BASEBALL
 QK0099'DIAMOND, (BATES FIELD), AT A DIAGONAL IN FENCE FORMING BACKSTOP
 QK0099'BEHIND HOME PLATE, AT JUNCTION OF THE EXTENDED LINES OF THE
 QK0099'NORTHWEST AND NORTHEAST FENCE LINES, 11.4 FEET FROM WEST END
 QK0099'AND 11.1 FEET FROM EAST END OF THE BACKSTOP, 7.9 FEET NORTH
 QK0099'OF CENTER OF THE BACKSTOP, 1/2-FOOT BELOW THE GROUND SURFACE,
 QK0099'BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0099'COPPER-COATED STEEL ROD, 10 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY
 QK0099'DESIGNATED DIAMOND 1959.
 QK0099
 QK0099                          STATION RECOVERY (1984)
 QK0099
 QK0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0099'RECOVERED IN GOOD CONDITION.
 QK0099'THE MARK IS 0.31 M ABOVE DIRT DRIVE.
 QK0099
 QK0099                          STATION RECOVERY (2001)
 QK0099
 QK0099'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0099'MARK NOT FOUND.
 QK0099
 QK0099                          STATION RECOVERY (2001)
 QK0099
 QK0099'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0099'A CITY PARK IS NOW IN THE LOCATION OF THE ORIGINAL LITTLE LEAGUE
 QK0099'BASEBALL DIAMOND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0889 ***********************************************************************
 QK0889  DESIGNATION -  908 7005 GAS RESET
 QK0889  PID         -  QK0889
 QK0889  STATE/COUNTY-  MI/CHARLEVOIX
 QK0889  USGS QUAD   -  
 QK0889
 QK0889                         *CURRENT SURVEY CONTROL
 QK0889  ___________________________________________________________________
 QK0889* NAD 83(1986)-  45 22 32.     (N)    084 57 47.     (W)     SCALED    
 QK0889* NAVD 88     -       180.43   (meters)     592.0    (feet)  RESET     
 QK0889  ___________________________________________________________________
 QK0889  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0889
 QK0889  VERT ORDER  -  THIRD
 QK0889
 QK0889.The horizontal coordinates were scaled from a topographic map and have
 QK0889.an estimated accuracy of +/- 6 seconds.
 QK0889
 QK0889.The orthometric height was computed from unverified reset data.
 QK0889.No vertical observational check was made to the station.
 QK0889
 QK0889.The geoid height was determined by GEOID03.
 QK0889
 QK0889;                    North         East    Units  Estimated Accuracy
 QK0889;SPC MI C     -   228,960.    5,953,290.      MT  (+/- 180 meters Scaled)
 QK0889
 QK0889                          SUPERSEDED SURVEY CONTROL
 QK0889
 QK0889.No superseded survey control is available for this station.
 QK0889
 QK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR594266(NAD 83)
 QK0889_MARKER: DV = VERTICAL CONTROL DISK
 QK0889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QK0889_SP_SET: SIDEWALK
 QK0889_STAMPING: GAS RESET USLS 1984
 QK0889_MARK LOGO: NGS   
 QK0889_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0889+STABILITY: SURFACE MOTION
 QK0889
 QK0889  HISTORY     - Date     Condition        Report By
 QK0889  HISTORY     - 1984     MONUMENTED       NGS
 QK0889
 QK0889                          STATION DESCRIPTION
 QK0889
 QK0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0889'IN PETOSKEY, AT THE JUNCTION OF QUAINTANCE AVENUE AND QUINLAN STREET,
 QK0889'AT THE WEST DOOR AT THE SOUTHWEST CORNER OF THE OLD DPW BUILDING.
 QK0889'PERMISSION WAS GIVEN BY MR. LOWELL KOSLOSKEY, ASSISTANT DIRECTOR OF
 QK0889'PUBLIC WORKS, TO LOCATE THE MARK AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0096 ***********************************************************************
 QK0096  DESIGNATION -  908 7005 TUNNEL USLS
 QK0096  PID         -  QK0096
 QK0096  STATE/COUNTY-  MI/EMMET
 QK0096  USGS QUAD   -  
 QK0096
 QK0096                         *CURRENT SURVEY CONTROL
 QK0096  ___________________________________________________________________
 QK0096* NAD 83(1986)-  45 22 34.     (N)    084 57 24.     (W)     SCALED    
 QK0096* NAVD 88     -       185.637  (meters)     609.04   (feet)  ADJUSTED  
 QK0096  ___________________________________________________________________
 QK0096  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0096  DYNAMIC HT  -         185.632 (meters)     609.03  (feet)  COMP
 QK0096  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 QK0096
 QK0096  VERT ORDER  -  FIRST     CLASS I
 QK0096
 QK0096.The horizontal coordinates were scaled from a topographic map and have
 QK0096.an estimated accuracy of +/- 6 seconds.
 QK0096
 QK0096.The orthometric height was determined by differential leveling
 QK0096.and adjusted by the National Geodetic Survey in June 1991..
 QK0096.WARNING-Repeat measurements at this control monument indicate possible
 QK0096.vertical movement.
 QK0096
 QK0096.The geoid height was determined by GEOID03.
 QK0096
 QK0096.The dynamic height is computed by dividing the NAVD 88
 QK0096.geopotential number by the normal gravity value computed on the
 QK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0096.degrees latitude (g = 980.6199 gals.).
 QK0096
 QK0096.The modeled gravity was interpolated from observed gravity values.
 QK0096
 QK0096;                    North         East    Units  Estimated Accuracy
 QK0096;SPC MI C     -   229,020.    5,953,790.      MT  (+/- 180 meters Scaled)
 QK0096
 QK0096                          SUPERSEDED SURVEY CONTROL
 QK0096
 QK0096.No superseded survey control is available for this station.
 QK0096
 QK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599267(NAD 83)
 QK0096_MARKER: DD = SURVEY DISK
 QK0096_SETTING: 39 = SET IN A TUNNEL
 QK0096_MARK LOGO: USLS  
 QK0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0096
 QK0096  HISTORY     - Date     Condition        Report By
 QK0096  HISTORY     - 1962     MONUMENTED       USLS
 QK0096  HISTORY     - 1973     GOOD             USLS
 QK0096  HISTORY     - 1984     GOOD             NGS
 QK0096  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0096  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0096
 QK0096                          STATION DESCRIPTION
 QK0096
 QK0096'DESCRIBED BY US LAKE SURVEY 1973
 QK0096'AT PETOSKEY.
 QK0096'TUNNEL IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, ON THE NORTHWEST SIDE
 QK0096'OF HWY. U.S. 31 AND M-131, ON NORTHWEST SIDE OF A PEDESTRIAN
 QK0096'TUNNEL UNDER THE HIGHWAY WHICH LEADS TO THE CITY DOCK AND PARK,
 QK0096'29 FEET NORTHWEST OF THE CENTERLINE OF HWY. U.S. 31 AND M-131,
 QK0096'ON TOP OF THE NORTHWESTERLY RETAINING WALL OVER THE TUNNEL,
 QK0096'1.0 FEET NORTHWEST OF THE SOUTHEAST EDGE, BEING HIGHEST POINT
 QK0096'OVER CROSS IN CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 QK0096'NOTE-- MARK WAS PREVIOUSLY DESIGNATED TUNNEL 1962.
 QK0096
 QK0096                          STATION RECOVERY (1984)
 QK0096
 QK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0096'RECOVERED IN GOOD CONDITION.  NOTE, NORTH END OF TUNNEL IS LOCATED IN
 QK0096'THE WATERFRONT PARK ABOUT 61.0 METERS (200.0 FT) EAST OF THE LITTLE
 QK0096'TRAVERSE HISTORICAL MUSEUM (OLD RAILROAD DEPOT).
 QK0096
 QK0096                          STATION RECOVERY (2001)
 QK0096
 QK0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0096'MARK NOT FOUND.
 QK0096
 QK0096                          STATION RECOVERY (2001)
 QK0096
 QK0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0096'RETAINING WALL HAS BEEN RECAPPED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0097 ***********************************************************************
 QK0097  DESIGNATION -  908 7005 WL 220 USLS
 QK0097  PID         -  QK0097
 QK0097  STATE/COUNTY-  MI/EMMET
 QK0097  USGS QUAD   -  
 QK0097
 QK0097                         *CURRENT SURVEY CONTROL
 QK0097  ___________________________________________________________________
 QK0097* NAD 83(1986)-  45 22 34.     (N)    084 57 24.     (W)     SCALED    
 QK0097* NAVD 88     -       188.577  (meters)     618.69   (feet)  ADJUSTED  
 QK0097  ___________________________________________________________________
 QK0097  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0097  DYNAMIC HT  -         188.572 (meters)     618.67  (feet)  COMP
 QK0097  MODELED GRAV-     980,586.9   (mgal)                       NAVD 88
 QK0097
 QK0097  VERT ORDER  -  FIRST     CLASS I
 QK0097
 QK0097.The horizontal coordinates were scaled from a topographic map and have
 QK0097.an estimated accuracy of +/- 6 seconds.
 QK0097
 QK0097.The orthometric height was determined by differential leveling
 QK0097.and adjusted by the National Geodetic Survey in June 1991..
 QK0097
 QK0097.The geoid height was determined by GEOID03.
 QK0097
 QK0097.The dynamic height is computed by dividing the NAVD 88
 QK0097.geopotential number by the normal gravity value computed on the
 QK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0097.degrees latitude (g = 980.6199 gals.).
 QK0097
 QK0097.The modeled gravity was interpolated from observed gravity values.
 QK0097
 QK0097;                    North         East    Units  Estimated Accuracy
 QK0097;SPC MI C     -   229,020.    5,953,790.      MT  (+/- 180 meters Scaled)
 QK0097
 QK0097                          SUPERSEDED SURVEY CONTROL
 QK0097
 QK0097.No superseded survey control is available for this station.
 QK0097
 QK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599267(NAD 83)
 QK0097_MARKER: DD = SURVEY DISK
 QK0097_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0097_MARK LOGO: USLS  
 QK0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0097
 QK0097  HISTORY     - Date     Condition        Report By
 QK0097  HISTORY     - 1935     MONUMENTED       USLS
 QK0097  HISTORY     - 1973     GOOD             USLS
 QK0097  HISTORY     - 1984     GOOD             NGS
 QK0097
 QK0097                          STATION DESCRIPTION
 QK0097
 QK0097'DESCRIBED BY US LAKE SURVEY 1973
 QK0097'AT PETOSKEY.
 QK0097'WL 220 IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, AT THE SOUTHWEST CORNER
 QK0097'OF PETOSKEY AND BAY STREETS, ON BAY STREET FACE, (NORTH FACE),
 QK0097'OF A BRICK STORE BUILDING, 11.5 FEET WEST OF EAST CORNER, 3-FEET
 QK0097'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 QK0097'DISC SET INTO THE BRICK WALL.  NOTE-- MARK WAS PREVIOUSLY
 QK0097'DESIGNATED WL 220 1935.
 QK0097
 QK0097                          STATION RECOVERY (1984)
 QK0097
 QK0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0097'RECOVERED IN GOOD CONDITION, NOTE, BUILDING IS NOW KNOWN AS THE BEHAN
 QK0097'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0465 ***********************************************************************
 QK0465  DESIGNATION -  908 7006 ANDY USLS
 QK0465  PID         -  QK0465
 QK0465  STATE/COUNTY-  MI/CHARLEVOIX
 QK0465  USGS QUAD   -  
 QK0465
 QK0465                         *CURRENT SURVEY CONTROL
 QK0465  ___________________________________________________________________
 QK0465* NAD 83(1986)-  45 19 04.     (N)    085 15 34.     (W)     SCALED    
 QK0465* NAVD 88     -       183.971  (meters)     603.58   (feet)  ADJUSTED  
 QK0465  ___________________________________________________________________
 QK0465  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0465  DYNAMIC HT  -         183.967 (meters)     603.57  (feet)  COMP
 QK0465  MODELED GRAV-     980,586.7   (mgal)                       NAVD 88
 QK0465
 QK0465  VERT ORDER  -  FIRST     CLASS II
 QK0465
 QK0465.The horizontal coordinates were scaled from a topographic map and have
 QK0465.an estimated accuracy of +/- 6 seconds.
 QK0465
 QK0465.The orthometric height was determined by differential leveling
 QK0465.and adjusted by the National Geodetic Survey in June 1991..
 QK0465
 QK0465.The geoid height was determined by GEOID03.
 QK0465
 QK0465.The dynamic height is computed by dividing the NAVD 88
 QK0465.geopotential number by the normal gravity value computed on the
 QK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0465.degrees latitude (g = 980.6199 gals.).
 QK0465
 QK0465.The modeled gravity was interpolated from observed gravity values.
 QK0465
 QK0465;                    North         East    Units  Estimated Accuracy
 QK0465;SPC MI C     -   222,750.    5,930,000.      MT  (+/- 180 meters Scaled)
 QK0465
 QK0465                          SUPERSEDED SURVEY CONTROL
 QK0465
 QK0465.No superseded survey control is available for this station.
 QK0465
 QK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR364197(NAD 83)
 QK0465_MARKER: I = METAL ROD
 QK0465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0465_SP_SET: COPPER-CLAD STEEL ROD
 QK0465_MARK LOGO: USLS  
 QK0465_PROJECTION: FLUSH
 QK0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0465_ROD/PIPE-DEPTH: 16.8 meters
 QK0465
 QK0465  HISTORY     - Date     Condition        Report By
 QK0465  HISTORY     - 1969     MONUMENTED       USLS
 QK0465  HISTORY     - 1984     GOOD             NGS
 QK0465
 QK0465                          STATION DESCRIPTION
 QK0465
 QK0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0465'IN CHARLEVOIX.
 QK0465'IN CHARLEVOIX, ABOUT 61 METERS (200.0 FT) WEST OF THE JUNCTION OF
 QK0465'BRIDGE AND CLINTON STREETS, AT THE SOUTHWEST CORNER OF A BRICK
 QK0465'BUILDING OCCUPIED BY DOCTOR ANDERSON, 10.7 METERS (35.0 FT) NORTH OF
 QK0465'THE CENTERLINE OF CLINTON STREET, 5.1 METERS (16.6 FT) WEST OF THE
 QK0465'WEST CORNER OF THE STEPS TO THE BUILDING, 0.67 METERS (2.2 FT) SOUTH
 QK0465'OF THE SOUTHWEST CORNER AND IN LINE WITH THE WEST FACE OF THE
 QK0465'BUILDING, AND 0.12 METERS (0.39 FT) NORTH OF THE NORTH EDGE OF THE
 QK0465'SIDEWALK.
 QK0465'THE MARK IS 0.31 M BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0467 ***********************************************************************
 QK0467  DESIGNATION -  908 7006 CITY USLS
 QK0467  PID         -  QK0467
 QK0467  STATE/COUNTY-  MI/CHARLEVOIX
 QK0467  USGS QUAD   -  
 QK0467
 QK0467                         *CURRENT SURVEY CONTROL
 QK0467  ___________________________________________________________________
 QK0467* NAD 83(1986)-  45 19 07.     (N)    085 15 43.     (W)     SCALED    
 QK0467* NAVD 88     -       180.835  (meters)     593.29   (feet)  ADJUSTED  
 QK0467  ___________________________________________________________________
 QK0467  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0467  DYNAMIC HT  -         180.831 (meters)     593.28  (feet)  COMP
 QK0467  MODELED GRAV-     980,587.3   (mgal)                       NAVD 88
 QK0467
 QK0467  VERT ORDER  -  FIRST     CLASS II
 QK0467
 QK0467.The horizontal coordinates were scaled from a topographic map and have
 QK0467.an estimated accuracy of +/- 6 seconds.
 QK0467
 QK0467.The orthometric height was determined by differential leveling
 QK0467.and adjusted by the National Geodetic Survey in June 1991..
 QK0467
 QK0467.The geoid height was determined by GEOID03.
 QK0467
 QK0467.The dynamic height is computed by dividing the NAVD 88
 QK0467.geopotential number by the normal gravity value computed on the
 QK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0467.degrees latitude (g = 980.6199 gals.).
 QK0467
 QK0467.The modeled gravity was interpolated from observed gravity values.
 QK0467
 QK0467;                    North         East    Units  Estimated Accuracy
 QK0467;SPC MI C     -   222,850.    5,929,810.      MT  (+/- 180 meters Scaled)
 QK0467
 QK0467                          SUPERSEDED SURVEY CONTROL
 QK0467
 QK0467.No superseded survey control is available for this station.
 QK0467
 QK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR362198(NAD 83)
 QK0467_MARKER: DD = SURVEY DISK
 QK0467_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0467_SP_SET: BUILDING WALL
 QK0467_STAMPING: CITY 1946 LDK
 QK0467_MARK LOGO: USLS  
 QK0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0467
 QK0467  HISTORY     - Date     Condition        Report By
 QK0467  HISTORY     - 1946     MONUMENTED       USLS
 QK0467  HISTORY     - 1984     GOOD             NGS
 QK0467
 QK0467                          STATION DESCRIPTION
 QK0467
 QK0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0467'IN CHARLEVOIX.
 QK0467'IN CHARLEVOIX, ON THE SOUTH SIDE OF A ENTRANCE TO THE CANAL NEAR THE
 QK0467'COAST GUARD STATION, DISK SET VERTICALLY IN THE EAST FACE AND
 QK0467'0.35 METERS (1.1 FT) NORTH OF THE SOUTHEAST CORNER OF A YELLOW BRICK
 QK0467'DWELLING OWNED BY THE CITY AND OCCUPIED BY THE CITY MANAGER, IT NOW
 QK0467'APPEARS TO BE VACANT, THE BUILDING IS ABOUT ONE BLOCK EAST OF THE
 QK0467'JUNCTION OF PALMER AND GRANT STREETS.
 QK0467'THE MARK IS 1.2 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0464 ***********************************************************************
 QK0464  DESIGNATION -  908 7006 CONTROL USLS
 QK0464  PID         -  QK0464
 QK0464  STATE/COUNTY-  MI/CHARLEVOIX
 QK0464  USGS QUAD   -  
 QK0464
 QK0464                         *CURRENT SURVEY CONTROL
 QK0464  ___________________________________________________________________
 QK0464* NAD 83(1986)-  45 19 02.     (N)    085 15 30.     (W)     SCALED    
 QK0464* NAVD 88     -       182.478  (meters)     598.68   (feet)  ADJUSTED  
 QK0464  ___________________________________________________________________
 QK0464  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0464  DYNAMIC HT  -         182.473 (meters)     598.66  (feet)  COMP
 QK0464  MODELED GRAV-     980,586.4   (mgal)                       NAVD 88
 QK0464
 QK0464  VERT ORDER  -  FIRST     CLASS II
 QK0464
 QK0464.The horizontal coordinates were scaled from a topographic map and have
 QK0464.an estimated accuracy of +/- 6 seconds.
 QK0464
 QK0464.The orthometric height was determined by differential leveling
 QK0464.and adjusted by the National Geodetic Survey in June 1991..
 QK0464
 QK0464.The geoid height was determined by GEOID03.
 QK0464
 QK0464.The dynamic height is computed by dividing the NAVD 88
 QK0464.geopotential number by the normal gravity value computed on the
 QK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0464.degrees latitude (g = 980.6199 gals.).
 QK0464
 QK0464.The modeled gravity was interpolated from observed gravity values.
 QK0464
 QK0464;                    North         East    Units  Estimated Accuracy
 QK0464;SPC MI C     -   222,690.    5,930,090.      MT  (+/- 180 meters Scaled)
 QK0464
 QK0464                          SUPERSEDED SURVEY CONTROL
 QK0464
 QK0464.No superseded survey control is available for this station.
 QK0464
 QK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR365196(NAD 83)
 QK0464_MARKER: I = METAL ROD
 QK0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0464_SP_SET: COPPER-CLAD STEEL ROD
 QK0464_MARK LOGO: USLS  
 QK0464_PROJECTION: FLUSH
 QK0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0464_ROD/PIPE-DEPTH: 17.7 meters
 QK0464
 QK0464  HISTORY     - Date     Condition        Report By
 QK0464  HISTORY     - 1969     MONUMENTED       USLS
 QK0464  HISTORY     - 1984     GOOD             NGS
 QK0464
 QK0464                          STATION DESCRIPTION
 QK0464
 QK0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0464'IN CHARLEVOIX.
 QK0464'IN CHARLEVOIX, IN THE SOUTHEAST GUARDRAIL OF THE INTERSECTION OF
 QK0464'BRIDGE AND CLINTON STREETS, ON THE PROPERTY OF THE ROUND LAKE YACHT
 QK0464'BASIN, 16.1 METERS (52.9 FT) NORTH OF A GREY CONCRETE OCTAGONAL SHAPED
 QK0464'LAMP POLE, 1.8 METERS (6.0 FT) EAST OF THE EAST EDGE OF THE BRIDGE
 QK0464'STREET SIDEWALK, 0.31 METERS (1.0 FT) NORTH OF A TEN INCH DIAMETER
 QK0464'SIGNAL CONTROL POST, AND 0.24 METERS (0.8 FT) SOUTH OF THE SOUTH EDGE
 QK0464'OF CLINTON STREET CURB.
 QK0464'THE MARK IS 0.15 M BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0466 ***********************************************************************
 QK0466  DESIGNATION -  908 7006 PARK USLS
 QK0466  PID         -  QK0466
 QK0466  STATE/COUNTY-  MI/CHARLEVOIX
 QK0466  USGS QUAD   -  
 QK0466
 QK0466                         *CURRENT SURVEY CONTROL
 QK0466  ___________________________________________________________________
 QK0466* NAD 83(1986)-  45 19 05.     (N)    085 15 52.     (W)     SCALED    
 QK0466* NAVD 88     -       189.939  (meters)     623.16   (feet)  ADJUSTED  
 QK0466  ___________________________________________________________________
 QK0466  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 QK0466  DYNAMIC HT  -         189.935 (meters)     623.15  (feet)  COMP
 QK0466  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QK0466
 QK0466  VERT ORDER  -  FIRST     CLASS II
 QK0466
 QK0466.The horizontal coordinates were scaled from a topographic map and have
 QK0466.an estimated accuracy of +/- 6 seconds.
 QK0466
 QK0466.The orthometric height was determined by differential leveling
 QK0466.and adjusted by the National Geodetic Survey in June 1991..
 QK0466
 QK0466.The geoid height was determined by GEOID03.
 QK0466
 QK0466.The dynamic height is computed by dividing the NAVD 88
 QK0466.geopotential number by the normal gravity value computed on the
 QK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0466.degrees latitude (g = 980.6199 gals.).
 QK0466
 QK0466.The modeled gravity was interpolated from observed gravity values.
 QK0466
 QK0466;                    North         East    Units  Estimated Accuracy
 QK0466;SPC MI C     -   222,790.    5,929,610.      MT  (+/- 180 meters Scaled)
 QK0466
 QK0466                          SUPERSEDED SURVEY CONTROL
 QK0466
 QK0466.No superseded survey control is available for this station.
 QK0466
 QK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR360197(NAD 83)
 QK0466_MARKER: I = METAL ROD
 QK0466_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0466+WITH SETTING: INFORMATION.
 QK0466_SP_SET: SHALLOW SET METAL ROD
 QK0466_MARK LOGO: USLS  
 QK0466_PROJECTION: FLUSH
 QK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0466+STABILITY: SURFACE MOTION
 QK0466_ROD/PIPE-DEPTH: 2.3  meters
 QK0466
 QK0466  HISTORY     - Date     Condition        Report By
 QK0466  HISTORY     - 1949     MONUMENTED       USLS
 QK0466  HISTORY     - 1984     GOOD             NGS
 QK0466
 QK0466                          STATION DESCRIPTION
 QK0466
 QK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0466'IN CHARLEVOIX.
 QK0466'IN CHARLEVOIX, AT THE SOUTHEAST QUARDANT OF THE INTERSECTION OF PARK
 QK0466'AVENUE AND GRAND STREET, A ONE FOOT DIAMETER SHAFT DRIVEN INTO THE
 QK0466'GROUND, THE TOP OF THE SHAFT HELD, TOP OF THE AXLE IS TEN CENTIMETERS,
 QK0466'FOUR INCHES BELOW GROUND, 0.27 METERS (0.9 FT) WEST OF THE WEST EDGE
 QK0466'OF GRANT STREET SIDEWALK, 0.27 METERS (0.9 FT) SOUTH OF THE SOUTH EDGE
 QK0466'OF PARK AVENUE SIDEWALK (MEASURED FROM AN ARROW FORMED BY CRACKS IN
 QK0466'THE SIDEWALK), AND 5.1 METERS (16.7 FT) SOUTHWEST OF A FIRE HYDRANT.
 QK0466'THE MARK IS 0.25 M BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0468 ***********************************************************************
 QK0468  DESIGNATION -  908 7006 WL 218 USLS
 QK0468  PID         -  QK0468
 QK0468  STATE/COUNTY-  MI/CHARLEVOIX
 QK0468  USGS QUAD   -  
 QK0468
 QK0468                         *CURRENT SURVEY CONTROL
 QK0468  ___________________________________________________________________
 QK0468* NAD 83(1986)-  45 19 10.     (N)    085 15 48.     (W)     SCALED    
 QK0468* NAVD 88     -       179.577  (meters)     589.16   (feet)  ADJUSTED  
 QK0468  ___________________________________________________________________
 QK0468  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0468  DYNAMIC HT  -         179.573 (meters)     589.15  (feet)  COMP
 QK0468  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QK0468
 QK0468  VERT ORDER  -  FIRST     CLASS II
 QK0468
 QK0468.The horizontal coordinates were scaled from a topographic map and have
 QK0468.an estimated accuracy of +/- 6 seconds.
 QK0468
 QK0468.The orthometric height was determined by differential leveling
 QK0468.and adjusted by the National Geodetic Survey in June 1991..
 QK0468
 QK0468.The geoid height was determined by GEOID03.
 QK0468
 QK0468.The dynamic height is computed by dividing the NAVD 88
 QK0468.geopotential number by the normal gravity value computed on the
 QK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0468.degrees latitude (g = 980.6199 gals.).
 QK0468
 QK0468.The modeled gravity was interpolated from observed gravity values.
 QK0468
 QK0468;                    North         East    Units  Estimated Accuracy
 QK0468;SPC MI C     -   222,940.    5,929,700.      MT  (+/- 180 meters Scaled)
 QK0468
 QK0468                          SUPERSEDED SURVEY CONTROL
 QK0468
 QK0468.No superseded survey control is available for this station.
 QK0468
 QK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR361199(NAD 83)
 QK0468_MARKER: DD = SURVEY DISK
 QK0468_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0468_SP_SET: CONCRETE CHIMNEY FOUNDATION
 QK0468_STAMPING: WL 218 1935 HFL
 QK0468_MARK LOGO: USLS  
 QK0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0468+STABILITY: SURFACE MOTION
 QK0468
 QK0468  HISTORY     - Date     Condition        Report By
 QK0468  HISTORY     - 1935     MONUMENTED       USLS
 QK0468  HISTORY     - 1984     GOOD             NGS
 QK0468
 QK0468                          STATION DESCRIPTION
 QK0468
 QK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0468'IN CHARLEVOIX.
 QK0468'IN CHARLEVOIX, ON THE SOUTH SIDE OF AN ENTRANCE TO THE CHANNEL ON THE
 QK0468'EAST SIDE OF A U.S. FISH HATCHERY BUILDING, SET HORIZONALLY IN TOP AND
 QK0468'NEAR THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A LARGE BRICK
 QK0468'CHIMNEY OF A BUILDING, ABOUT 4.57 METERS (150.0 FT) NORTH-NORTHEAST OF
 QK0468'908 7006 CITY USLS CITY, AND 4.9 METERS (16.0 FT) SOUTH OF THE
 QK0468'NORTHEAST CORNER OF THE HATCHERY BUILDING (SANDSTONE BLOCK BUILDING).
 QK0468'THE MARK IS 1.1 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0383 ***********************************************************************
 PL0383  DESIGNATION -  908 7010 CASS USE
 PL0383  PID         -  PL0383
 PL0383  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0383  USGS QUAD   -  
 PL0383
 PL0383                         *CURRENT SURVEY CONTROL
 PL0383  ___________________________________________________________________
 PL0383* NAD 83(1986)-  44 45 40.     (N)    085 37 24.     (W)     SCALED    
 PL0383* NAVD 88     -       180.307  (meters)     591.56   (feet)  ADJUSTED  
 PL0383  ___________________________________________________________________
 PL0383  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 PL0383  DYNAMIC HT  -         180.294 (meters)     591.51  (feet)  COMP
 PL0383  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PL0383
 PL0383  VERT ORDER  -  FIRST     CLASS II
 PL0383
 PL0383.The horizontal coordinates were scaled from a topographic map and have
 PL0383.an estimated accuracy of +/- 6 seconds.
 PL0383
 PL0383.The orthometric height was determined by differential leveling
 PL0383.and adjusted by the National Geodetic Survey in June 1991..
 PL0383
 PL0383.The geoid height was determined by GEOID03.
 PL0383
 PL0383.The dynamic height is computed by dividing the NAVD 88
 PL0383.geopotential number by the normal gravity value computed on the
 PL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0383.degrees latitude (g = 980.6199 gals.).
 PL0383
 PL0383.The modeled gravity was interpolated from observed gravity values.
 PL0383
 PL0383;                    North         East    Units  Estimated Accuracy
 PL0383;SPC MI C     -   161,280.    5,900,520.      MT  (+/- 180 meters Scaled)
 PL0383
 PL0383                          SUPERSEDED SURVEY CONTROL
 PL0383
 PL0383.No superseded survey control is available for this station.
 PL0383
 PL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ089573(NAD 83)
 PL0383_MARKER: DD = SURVEY DISK
 PL0383_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PL0383_SP_SET: BUILDING WALL
 PL0383_STAMPING: CASS 1968
 PL0383_MARK LOGO: USE   
 PL0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0383+STABILITY: POSITION/ELEVATION WELL
 PL0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0383+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 PL0383
 PL0383  HISTORY     - Date     Condition        Report By
 PL0383  HISTORY     - 1968     MONUMENTED       USE
 PL0383  HISTORY     - 1984     GOOD             NGS
 PL0383  HISTORY     - 19940824 GOOD             USPSQD
 PL0383  HISTORY     - 19991001 GOOD             USPSQD
 PL0383  HISTORY     - 20020929 GOOD             USPSQD
 PL0383  HISTORY     - 20060327 GOOD             GEOCAC
 PL0383
 PL0383                          STATION DESCRIPTION
 PL0383
 PL0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0383'IN TRAVERSE CITY.
 PL0383'IN TRAVERSE CITY, IN THE NORTHEAST QUARDRANT OF THE INTERSECTION OF
 PL0383'CASS STREET AND EAST FRONT STREET, THE DISK IS SET VERTICALLY IN THE
 PL0383'NORTH FACE, 0.46 METERS (1.5 FT) EAST OF THE WEST FACE OF THE
 PL0383'NORTHWESTERN SAVINGS AND LOAN BUILDING, ABOUT 21.3 METERS (70.0 FT)
 PL0383'SOUTHWEST OF BENCH MARK RIVER, AND 3.4 METERS (11.0 FT) EAST OF THE
 PL0383'EAST CURB OF THE STREET.
 PL0383'THE MARK IS 0.69 M ABOVE SIDEWALK.
 PL0383
 PL0383                          STATION RECOVERY (1994)
 PL0383
 PL0383'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0383'RECOVERED IN GOOD CONDITION.
 PL0383
 PL0383                          STATION RECOVERY (1999)
 PL0383
 PL0383'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0383'RECOVERED IN GOOD CONDITION.
 PL0383
 PL0383                          STATION RECOVERY (2002)
 PL0383
 PL0383'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0383'FORMER NORTHWESTERN S AND L BUILDING, NOW WGTV - WGTQ TV STATION
 PL0383'OFFICES
 PL0383
 PL0383                          STATION RECOVERY (2006)
 PL0383
 PL0383'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0383'(ADD) MARK IS ABOUT 24.4 METERS (80.0 FEET) SOUTH OF SOUTH MOST
 PL0383'CONCRETE POST OF THE EAST GUARD RAIL OF THE NORTH CASS STREET BRIDGE.
 PL0383'BUILDING NOW HOUSES FEDERICO'S DESIGN JEWELERS AS WELL AS WGTU/WGTQ TV
 PL0383'29 AND 8.
 PL0383'HH2 GPS 44 45 52.0 (N)  085 37 15.4 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0390 ***********************************************************************
 PL0390  DESIGNATION -  908 7010 CEDAR CREEK USLS
 PL0390  PID         -  PL0390
 PL0390  STATE/COUNTY-  MI/LEELANAU
 PL0390  USGS QUAD   -  
 PL0390
 PL0390                         *CURRENT SURVEY CONTROL
 PL0390  ___________________________________________________________________
 PL0390* NAD 83(1986)-  44 47 36.     (N)    085 38 13.     (W)     SCALED    
 PL0390* NAVD 88     -       182.935  (meters)     600.18   (feet)  ADJUSTED  
 PL0390  ___________________________________________________________________
 PL0390  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 PL0390  DYNAMIC HT  -         182.921 (meters)     600.13  (feet)  COMP
 PL0390  MODELED GRAV-     980,538.9   (mgal)                       NAVD 88
 PL0390
 PL0390  VERT ORDER  -  FIRST     CLASS II
 PL0390
 PL0390.The horizontal coordinates were scaled from a topographic map and have
 PL0390.an estimated accuracy of +/- 6 seconds.
 PL0390
 PL0390.The orthometric height was determined by differential leveling
 PL0390.and adjusted by the National Geodetic Survey in June 1991..
 PL0390
 PL0390.The geoid height was determined by GEOID03.
 PL0390
 PL0390.The dynamic height is computed by dividing the NAVD 88
 PL0390.geopotential number by the normal gravity value computed on the
 PL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0390.degrees latitude (g = 980.6199 gals.).
 PL0390
 PL0390.The modeled gravity was interpolated from observed gravity values.
 PL0390
 PL0390;                    North         East    Units  Estimated Accuracy
 PL0390;SPC MI C     -   164,870.    5,899,500.      MT  (+/- 180 meters Scaled)
 PL0390
 PL0390                          SUPERSEDED SURVEY CONTROL
 PL0390
 PL0390.No superseded survey control is available for this station.
 PL0390
 PL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ078608(NAD 83)
 PL0390_MARKER: Q = CHISELED SQUARE
 PL0390_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0390_SP_SET: BRIDGE ABUTMENT
 PL0390_MARK LOGO: USLS  
 PL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0390+STABILITY: SURFACE MOTION
 PL0390
 PL0390  HISTORY     - Date     Condition        Report By
 PL0390  HISTORY     - 1953     MONUMENTED       USLS
 PL0390  HISTORY     - 1984     GOOD             NGS
 PL0390
 PL0390                          STATION DESCRIPTION
 PL0390
 PL0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0390'1.9 KM (1.2 MI) NORTH FROM GREILICKVILLE.
 PL0390'1.9 KM (1.2 MI) NORTH ALONG HIGHWAY M 22 FROM THE JUNCTION OF HIGHWAY
 PL0390'M 72 JUST SOUTH OF GREILICKVILLE, ABOUT 96.0 METERS (315.0 FT) NORTH
 PL0390'OF CHERRY BEND DRIVE, AT HIGHWAY M 22 BRIDGE OVER CEDAR CREEK, AT A
 PL0390'HIGH POINT OF A CHISELED SQUARE ON TOP OF THE SOUTHWEST ABUTMENT OF
 PL0390'THE HIGHWAY BRIDGE, AT THE NORTHEAST CORNER OF THE VISIBLE PORTION OF
 PL0390'THE ABUTMENT, 7.3 METERS (24.0 FT) NORTH OF CHERRY BEND ROAD HIGHWAY
 PL0390'SIGN, AND 0.9 METER (3.0 FT) WEST OF THE WEST FACE OF THE CONCRETE
 PL0390'BRIDGE PILLAR.
 PL0390'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0382 ***********************************************************************
 PL0382  DESIGNATION -  908 7010 CITY USE
 PL0382  PID         -  PL0382
 PL0382  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0382  USGS QUAD   -  
 PL0382
 PL0382                         *CURRENT SURVEY CONTROL
 PL0382  ___________________________________________________________________
 PL0382* NAD 83(1986)-  44 45 35.     (N)    085 37 26.     (W)     SCALED    
 PL0382* NAVD 88     -       182.662  (meters)     599.28   (feet)  ADJUSTED  
 PL0382  ___________________________________________________________________
 PL0382  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 PL0382  DYNAMIC HT  -         182.649 (meters)     599.24  (feet)  COMP
 PL0382  MODELED GRAV-     980,538.7   (mgal)                       NAVD 88
 PL0382
 PL0382  VERT ORDER  -  FIRST     CLASS II
 PL0382
 PL0382.The horizontal coordinates were scaled from a topographic map and have
 PL0382.an estimated accuracy of +/- 6 seconds.
 PL0382
 PL0382.The orthometric height was determined by differential leveling
 PL0382.and adjusted by the National Geodetic Survey in June 1991..
 PL0382
 PL0382.The geoid height was determined by GEOID03.
 PL0382
 PL0382.The dynamic height is computed by dividing the NAVD 88
 PL0382.geopotential number by the normal gravity value computed on the
 PL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0382.degrees latitude (g = 980.6199 gals.).
 PL0382
 PL0382.The modeled gravity was interpolated from observed gravity values.
 PL0382
 PL0382;                    North         East    Units  Estimated Accuracy
 PL0382;SPC MI C     -   161,120.    5,900,470.      MT  (+/- 180 meters Scaled)
 PL0382
 PL0382                          SUPERSEDED SURVEY CONTROL
 PL0382
 PL0382.No superseded survey control is available for this station.
 PL0382
 PL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ089571(NAD 83)
 PL0382_MARKER: DD = SURVEY DISK
 PL0382_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 PL0382_SP_SET: CITY HALL BUILDING WALL
 PL0382_STAMPING: CITY 1968
 PL0382_MARK LOGO: USE   
 PL0382_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0382+STABILITY: POSITION/ELEVATION WELL
 PL0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0382+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2006
 PL0382
 PL0382  HISTORY     - Date     Condition        Report By
 PL0382  HISTORY     - 1968     MONUMENTED       USE
 PL0382  HISTORY     - 1984     GOOD             NGS
 PL0382  HISTORY     - 19940824 GOOD             USPSQD
 PL0382  HISTORY     - 19991001 GOOD             USPSQD
 PL0382  HISTORY     - 20020929 GOOD             USPSQD
 PL0382  HISTORY     - 20060327 GOOD             GEOCAC
 PL0382
 PL0382                          STATION DESCRIPTION
 PL0382
 PL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0382'IN TRAVERSE CITY.
 PL0382'IN TRAVERSE CITY, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PL0382'CASS AND STATE STREETS, THE DISK IS SET VERTICALLY IN THE EAST FACE,
 PL0382'1.8 METERS (6.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE CITY HALL
 PL0382'BUILDING, AND 6.1 METERS (20.0 FT) SOUTHWEST OF A FLAG POLE.
 PL0382'THE MARK IS 0.76 M ABOVE GROUND.
 PL0382
 PL0382                          STATION RECOVERY (1994)
 PL0382
 PL0382'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (1999)
 PL0382
 PL0382'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (2002)
 PL0382
 PL0382'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0382'RECOVERED IN GOOD CONDITION.
 PL0382
 PL0382                          STATION RECOVERY (2006)
 PL0382
 PL0382'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0382'HH2 GPS 44 45 46.0 (N) 085 37 16.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0389 ***********************************************************************
 PL0389  DESIGNATION -  908 7010 E
 PL0389  PID         -  PL0389
 PL0389  STATE/COUNTY-  MI/LEELANAU
 PL0389  USGS QUAD   -  
 PL0389
 PL0389                         *CURRENT SURVEY CONTROL
 PL0389  ___________________________________________________________________
 PL0389* NAD 83(1986)-  44 47 36.     (N)    085 38 14.     (W)     SCALED    
 PL0389* NAVD 88     -       182.361  (meters)     598.30   (feet)  ADJUSTED  
 PL0389  ___________________________________________________________________
 PL0389  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 PL0389  DYNAMIC HT  -         182.348 (meters)     598.25  (feet)  COMP
 PL0389  MODELED GRAV-     980,538.8   (mgal)                       NAVD 88
 PL0389
 PL0389  VERT ORDER  -  FIRST     CLASS II
 PL0389
 PL0389.The horizontal coordinates were scaled from a topographic map and have
 PL0389.an estimated accuracy of +/- 6 seconds.
 PL0389
 PL0389.The orthometric height was determined by differential leveling
 PL0389.and adjusted by the National Geodetic Survey in June 1991..
 PL0389
 PL0389.The geoid height was determined by GEOID03.
 PL0389
 PL0389.The dynamic height is computed by dividing the NAVD 88
 PL0389.geopotential number by the normal gravity value computed on the
 PL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0389.degrees latitude (g = 980.6199 gals.).
 PL0389
 PL0389.The modeled gravity was interpolated from observed gravity values.
 PL0389
 PL0389;                    North         East    Units  Estimated Accuracy
 PL0389;SPC MI C     -   164,870.    5,899,470.      MT  (+/- 180 meters Scaled)
 PL0389
 PL0389                          SUPERSEDED SURVEY CONTROL
 PL0389
 PL0389.No superseded survey control is available for this station.
 PL0389
 PL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ077608(NAD 83)
 PL0389_MARKER: DD = SURVEY DISK
 PL0389_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0389_SP_SET: BRIDGE ABUTMENT
 PL0389_STAMPING: 7010 E 1977
 PL0389_MARK LOGO: NOS   
 PL0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0389+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 PL0389
 PL0389  HISTORY     - Date     Condition        Report By
 PL0389  HISTORY     - 1977     MONUMENTED       NOS
 PL0389  HISTORY     - 1984     GOOD             NGS
 PL0389  HISTORY     - 20041020 GOOD             INDIV
 PL0389
 PL0389                          STATION DESCRIPTION
 PL0389
 PL0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0389'1.9 KM (1.2 MI) SOUTH FROM GREILICKVILLE.
 PL0389'1.9 KM (1.2 MI) NORTH ALONG HIGHWAY M 22 FROM THE JUNCTION OF M 72
 PL0389'LOCATED JUST SOUTH OF GREILICKVILLE, TO THE BRIDGE OVER CEDAR CREEK,
 PL0389'JUST NORTH OF THE HARBOR WEST MARINA, SET IN TOP OF THE SOUTHEAST
 PL0389'FOUNDATION OF THE HIGHWAY BRIDGE OVER CEDAR CREEK, 7.8 METERS
 PL0389'(25.7 FT) EAST OF THE CENTERLINE OF HIGHWAY M 22, 0.24 METERS (0.8 FT)
 PL0389'SOUTH OF THE NORTH EDGE OF THE ABUTMENT, AND 0.15 METERS (0.5 FT) WEST
 PL0389'OF THE EAST EDGE OF THE ABUTMENT.
 PL0389'THE MARK IS 0.31 M ABOVE HIGHWAY SURFACE.
 PL0389
 PL0389                          STATION RECOVERY (2004)
 PL0389
 PL0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KRN)
 PL0389'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0388 ***********************************************************************
 PL0388  DESIGNATION -  908 7010 F
 PL0388  PID         -  PL0388
 PL0388  STATE/COUNTY-  MI/LEELANAU
 PL0388  USGS QUAD   -  
 PL0388
 PL0388                         *CURRENT SURVEY CONTROL
 PL0388  ___________________________________________________________________
 PL0388* NAD 83(1986)-  44 47 34.     (N)    085 38 12.     (W)     SCALED    
 PL0388* NAVD 88     -       183.263  (meters)     601.26   (feet)  ADJUSTED  
 PL0388  ___________________________________________________________________
 PL0388  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 PL0388  DYNAMIC HT  -         183.249 (meters)     601.21  (feet)  COMP
 PL0388  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 PL0388
 PL0388  VERT ORDER  -  FIRST     CLASS II
 PL0388
 PL0388.The horizontal coordinates were scaled from a topographic map and have
 PL0388.an estimated accuracy of +/- 6 seconds.
 PL0388
 PL0388.The orthometric height was determined by differential leveling
 PL0388.and adjusted by the National Geodetic Survey in June 1991..
 PL0388
 PL0388.The geoid height was determined by GEOID03.
 PL0388
 PL0388.The dynamic height is computed by dividing the NAVD 88
 PL0388.geopotential number by the normal gravity value computed on the
 PL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0388.degrees latitude (g = 980.6199 gals.).
 PL0388
 PL0388.The modeled gravity was interpolated from observed gravity values.
 PL0388
 PL0388;                    North         East    Units  Estimated Accuracy
 PL0388;SPC MI C     -   164,810.    5,899,520.      MT  (+/- 180 meters Scaled)
 PL0388
 PL0388                          SUPERSEDED SURVEY CONTROL
 PL0388
 PL0388.No superseded survey control is available for this station.
 PL0388
 PL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ078608(NAD 83)
 PL0388_MARKER: DD = SURVEY DISK
 PL0388_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0388_SP_SET: RETAINING WALL
 PL0388_STAMPING: 7010 F 1981
 PL0388_MARK LOGO: NOS   
 PL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0388+STABILITY: SURFACE MOTION
 PL0388
 PL0388  HISTORY     - Date     Condition        Report By
 PL0388  HISTORY     - 1981     MONUMENTED       NOS
 PL0388  HISTORY     - 1984     GOOD             NGS
 PL0388  HISTORY     - 20040510 MARK NOT FOUND   USPSQD
 PL0388
 PL0388                          STATION DESCRIPTION
 PL0388
 PL0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0388'1.6 KM (1.0 MI) NORTH FROM GREILICKVILLE.
 PL0388'1.6 KM (1.0 MI) NORTH ALONG HIGHWAY M 22 FROM THE JUNCTION OF M 72
 PL0388'JUST SOUTH OF GREILICKVILLE, TO HARBOR WEST MARINA ON THE RIGHT, THE
 PL0388'DISK IS SET IN THE MIDDLE AND TOP OF THE EAST RETAINING WALL OF THE
 PL0388'HARBOR WEST MARINA SIGN, 17.3 METERS (56.8 FT) EAST OF THE CENTERLINE
 PL0388'OF THE HIGHWAY, 1.2 METERS (4.0 FT) SOUTH OF THE NORTHEAST CORNER OF
 PL0388'THE RETAINING WALL, AND 1.2 METERS (4.0 FT) NORTH OF THE SOUTHEAST
 PL0388'CORNER OF THE RETAINING WALL.
 PL0388'THE MARK IS 1.2 M ABOVE GROUND.
 PL0388
 PL0388                          STATION RECOVERY (2004)
 PL0388
 PL0388'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0384 ***********************************************************************
 PL0384  DESIGNATION -  908 7010 RIVER USE
 PL0384  PID         -  PL0384
 PL0384  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0384  USGS QUAD   -  
 PL0384
 PL0384                         *CURRENT SURVEY CONTROL
 PL0384  ___________________________________________________________________
 PL0384* NAD 83(1986)-  44 45 41.     (N)    085 37 26.     (W)     SCALED    
 PL0384* NAVD 88     -       178.235  (meters)     584.76   (feet)  ADJUSTED  
 PL0384  ___________________________________________________________________
 PL0384  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 PL0384  DYNAMIC HT  -         178.222 (meters)     584.72  (feet)  COMP
 PL0384  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 PL0384
 PL0384  VERT ORDER  -  FIRST     CLASS II
 PL0384
 PL0384.The horizontal coordinates were scaled from a topographic map and have
 PL0384.an estimated accuracy of +/- 6 seconds.
 PL0384
 PL0384.The orthometric height was determined by differential leveling
 PL0384.and adjusted by the National Geodetic Survey in June 1991..
 PL0384
 PL0384.The geoid height was determined by GEOID03.
 PL0384
 PL0384.The dynamic height is computed by dividing the NAVD 88
 PL0384.geopotential number by the normal gravity value computed on the
 PL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0384.degrees latitude (g = 980.6199 gals.).
 PL0384
 PL0384.The modeled gravity was interpolated from observed gravity values.
 PL0384
 PL0384;                    North         East    Units  Estimated Accuracy
 PL0384;SPC MI C     -   161,310.    5,900,470.      MT  (+/- 180 meters Scaled)
 PL0384
 PL0384                          SUPERSEDED SURVEY CONTROL
 PL0384
 PL0384.No superseded survey control is available for this station.
 PL0384
 PL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ089573(NAD 83)
 PL0384_MARKER: DD = SURVEY DISK
 PL0384_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0384_SP_SET: BRIDGE ABUTMENT
 PL0384_STAMPING: RIVER CBF 1962
 PL0384_MARK LOGO: USE   
 PL0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0384+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 PL0384
 PL0384  HISTORY     - Date     Condition        Report By
 PL0384  HISTORY     - 1962     MONUMENTED       USE
 PL0384  HISTORY     - 1984     GOOD             NGS
 PL0384  HISTORY     - 19940824 GOOD             USPSQD
 PL0384  HISTORY     - 19991001 GOOD             USPSQD
 PL0384  HISTORY     - 20020929 GOOD             USPSQD
 PL0384  HISTORY     - 20060324 GOOD             GEOCAC
 PL0384
 PL0384                          STATION DESCRIPTION
 PL0384
 PL0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0384'IN TRAVERSE CITY.
 PL0384'IN TRAVERSE CITY, NEAR THE JUNCTION OF CASS STREET AND U.S. HIGHWAY
 PL0384'31, THE DISK IS SET IN TOP OF THE NORTH ABUTMENT OF THE CASS STREET
 PL0384'BRIDGE OVER THE BOARDMAN RIVER, 0.91 METERS (3.0 FT) WEST OF THE WEST
 PL0384'EDGE OF THE STREET SIDEWALK, AND 1.5 METERS (5.0 FT) EAST OF THE WEST
 PL0384'EDGE OF THE BRIDGE ABUTMENT.
 PL0384'THE MARK IS 0.91 M BELOW CASS STREET.
 PL0384
 PL0384                          STATION RECOVERY (1994)
 PL0384
 PL0384'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (1999)
 PL0384
 PL0384'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (2002)
 PL0384
 PL0384'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0384'RECOVERED IN GOOD CONDITION.
 PL0384
 PL0384                          STATION RECOVERY (2006)
 PL0384
 PL0384'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0384'HH2 GPS 44 45 53.3 (N)  085 37 16.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0264 ***********************************************************************
 PM0264  DESIGNATION -  908 7021 BRIDGE USE
 PM0264  PID         -  PM0264
 PM0264  STATE/COUNTY-  MI/MANISTEE
 PM0264  USGS QUAD   -  
 PM0264
 PM0264                         *CURRENT SURVEY CONTROL
 PM0264  ___________________________________________________________________
 PM0264* NAD 83(1986)-  44 15 02.     (N)    086 19 02.     (W)     SCALED    
 PM0264* NAVD 88     -       183.128  (meters)     600.81   (feet)  ADJUSTED  
 PM0264  ___________________________________________________________________
 PM0264  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PM0264  DYNAMIC HT  -         183.105 (meters)     600.74  (feet)  COMP
 PM0264  MODELED GRAV-     980,486.8   (mgal)                       NAVD 88
 PM0264
 PM0264  VERT ORDER  -  FIRST     CLASS II
 PM0264
 PM0264.The horizontal coordinates were scaled from a topographic map and have
 PM0264.an estimated accuracy of +/- 6 seconds.
 PM0264
 PM0264.The orthometric height was determined by differential leveling
 PM0264.and adjusted by the National Geodetic Survey in June 1991..
 PM0264
 PM0264.The geoid height was determined by GEOID03.
 PM0264
 PM0264.The dynamic height is computed by dividing the NAVD 88
 PM0264.geopotential number by the normal gravity value computed on the
 PM0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0264.degrees latitude (g = 980.6199 gals.).
 PM0264
 PM0264.The modeled gravity was interpolated from observed gravity values.
 PM0264
 PM0264;                    North         East    Units  Estimated Accuracy
 PM0264;SPC MI C     -   105,650.    5,844,230.      MT  (+/- 180 meters Scaled)
 PM0264
 PM0264                          SUPERSEDED SURVEY CONTROL
 PM0264
 PM0264.No superseded survey control is available for this station.
 PM0264
 PM0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP545999(NAD 83)
 PM0264_MARKER: DD = SURVEY DISK
 PM0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0264_SP_SET: BRIDGE WINGWALL
 PM0264_STAMPING: BRIDGE 1962
 PM0264_MARK LOGO: USE   
 PM0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0264
 PM0264  HISTORY     - Date     Condition        Report By
 PM0264  HISTORY     - 1962     MONUMENTED       USE
 PM0264  HISTORY     - 1984     GOOD             NGS
 PM0264  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0264  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0264  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 PM0264
 PM0264                          STATION DESCRIPTION
 PM0264
 PM0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0264'IN MANISTEE.
 PM0264'IN MANISTEE, AT THE CROSSING OF HIGHWAY 31 BRIDGE OVER THE MANISTEE
 PM0264'RIVER, A DISK SET IN TOP OF THE EXTREME NORTH END OF THE NORTHWEST
 PM0264'WINGWALL OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE, 17.1 METERS
 PM0264'(56.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 16.8 METERS
 PM0264'(55.0 FT) SOUTH OF THE CENTER OF MEMORIAL DRIVE.
 PM0264'THE MARK IS 4.6 M BELOW HIGHWAY.
 PM0264
 PM0264                          STATION RECOVERY (1990)
 PM0264
 PM0264'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0264'MARK NOT FOUND.
 PM0264
 PM0264                          STATION RECOVERY (2001)
 PM0264
 PM0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0264'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0264' 
 PM0264
 PM0264                          STATION RECOVERY (2003)
 PM0264
 PM0264'RECOVERY NOTE BY US POWER SQUADRON 2003 (RDT)
 PM0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0268 ***********************************************************************
 PM0268  DESIGNATION -  908 7021 CORNER USLS
 PM0268  PID         -  PM0268
 PM0268  STATE/COUNTY-  MI/MANISTEE
 PM0268  USGS QUAD   -  
 PM0268
 PM0268                         *CURRENT SURVEY CONTROL
 PM0268  ___________________________________________________________________
 PM0268* NAD 83(1986)-  44 15 02.     (N)    086 20 20.     (W)     SCALED    
 PM0268* NAVD 88     -       178.010  (meters)     584.02   (feet)  ADJUSTED  
 PM0268  ___________________________________________________________________
 PM0268  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PM0268  DYNAMIC HT  -         177.987 (meters)     583.95  (feet)  COMP
 PM0268  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PM0268
 PM0268  VERT ORDER  -  FIRST     CLASS II
 PM0268
 PM0268.The horizontal coordinates were scaled from a topographic map and have
 PM0268.an estimated accuracy of +/- 6 seconds.
 PM0268
 PM0268.The orthometric height was determined by differential leveling
 PM0268.and adjusted by the National Geodetic Survey in June 1991..
 PM0268
 PM0268.The geoid height was determined by GEOID03.
 PM0268
 PM0268.The dynamic height is computed by dividing the NAVD 88
 PM0268.geopotential number by the normal gravity value computed on the
 PM0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0268.degrees latitude (g = 980.6199 gals.).
 PM0268
 PM0268.The modeled gravity was interpolated from observed gravity values.
 PM0268
 PM0268;                    North         East    Units  Estimated Accuracy
 PM0268;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0268
 PM0268                          SUPERSEDED SURVEY CONTROL
 PM0268
 PM0268.No superseded survey control is available for this station.
 PM0268
 PM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0268_MARKER: I = METAL ROD
 PM0268_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0268_SP_SET: COPPER-CLAD STEEL ROD
 PM0268_MARK LOGO: USLS  
 PM0268_PROJECTION: FLUSH
 PM0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0268+STABILITY: SURFACE MOTION
 PM0268_ROD/PIPE-DEPTH: 3.4  meters
 PM0268
 PM0268  HISTORY     - Date     Condition        Report By
 PM0268  HISTORY     - 1965     MONUMENTED       USLS
 PM0268  HISTORY     - 1984     GOOD             NGS
 PM0268  HISTORY     - 1990     GOOD             USPSQD
 PM0268  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0268  HISTORY     - 20010331 GOOD             NGS
 PM0268  HISTORY     - 20011013 GOOD             USPSQD
 PM0268  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 PM0268
 PM0268                          STATION DESCRIPTION
 PM0268
 PM0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0268'IN MANISTEE.
 PM0268'IN MANISTEE, AT THE COAST GUARD STATION NEAR THE CITY PARK ON LAKE
 PM0268'MICHIGAN, INSIDE AND AT THE NORTHWEST CORNER OF A 3-1/2 FEET HIGH
 PM0268'CONCRETE BLOCK WALL OF THE COAST GUARD COMPOUND, 16.3 METERS (53.3 FT)
 PM0268'WEST OF THE EAST END OF THE WALL, 10.3 METERS (33.8 FT) NORTHWEST OF
 PM0268'THE NORTHWEST CORNER OF THE ORIGINAL GARAGE BUILDING, 0.82 METERS
 PM0268'(2.7 FT) EAST OF THE NORTHWEST CORNER OF THE WALL, 0.61 METERS
 PM0268'(2.0 FT) EAST OF THE WEST FACE OF THE NORTH-SOUTH WALL, AND
 PM0268'0.54 METERS (1.8 FT) SOUTH OF THE NORTH FACE OF THE EAST-WEST WALL.
 PM0268'THE MARK IS 0.15 M BELOW GROUND LEVEL.
 PM0268
 PM0268                          STATION RECOVERY (1990)
 PM0268
 PM0268'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0268'RECOVERED IN GOOD CONDITION.
 PM0268
 PM0268                          STATION RECOVERY (2001)
 PM0268
 PM0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0268' 
 PM0268
 PM0268                          STATION RECOVERY (2001)
 PM0268
 PM0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0268'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0268
 PM0268                          STATION RECOVERY (2001)
 PM0268
 PM0268'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0268'RECOVERED IN GOOD CONDITION.
 PM0268
 PM0268                          STATION RECOVERY (2004)
 PM0268
 PM0268'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0265 ***********************************************************************
 PM0265  DESIGNATION -  908 7021 LOT USLS
 PM0265  PID         -  PM0265
 PM0265  STATE/COUNTY-  MI/MANISTEE
 PM0265  USGS QUAD   -  
 PM0265
 PM0265                         *CURRENT SURVEY CONTROL
 PM0265  ___________________________________________________________________
 PM0265* NAD 83(1986)-  44 14 58.     (N)    086 19 24.     (W)     SCALED    
 PM0265* NAVD 88     -       184.838  (meters)     606.42   (feet)  ADJUSTED  
 PM0265  ___________________________________________________________________
 PM0265  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PM0265  DYNAMIC HT  -         184.815 (meters)     606.35  (feet)  COMP
 PM0265  MODELED GRAV-     980,486.5   (mgal)                       NAVD 88
 PM0265
 PM0265  VERT ORDER  -  FIRST     CLASS II
 PM0265
 PM0265.The horizontal coordinates were scaled from a topographic map and have
 PM0265.an estimated accuracy of +/- 6 seconds.
 PM0265
 PM0265.The orthometric height was determined by differential leveling
 PM0265.and adjusted by the National Geodetic Survey in June 1991..
 PM0265
 PM0265.The geoid height was determined by GEOID03.
 PM0265
 PM0265.The dynamic height is computed by dividing the NAVD 88
 PM0265.geopotential number by the normal gravity value computed on the
 PM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0265.degrees latitude (g = 980.6199 gals.).
 PM0265
 PM0265.The modeled gravity was interpolated from observed gravity values.
 PM0265
 PM0265;                    North         East    Units  Estimated Accuracy
 PM0265;SPC MI C     -   105,540.    5,843,740.      MT  (+/- 180 meters Scaled)
 PM0265
 PM0265                          SUPERSEDED SURVEY CONTROL
 PM0265
 PM0265.No superseded survey control is available for this station.
 PM0265
 PM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP540998(NAD 83)
 PM0265_MARKER: I = METAL ROD
 PM0265_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0265_SP_SET: COPPER-CLAD STEEL ROD
 PM0265_MARK LOGO: USLS  
 PM0265_PROJECTION: FLUSH
 PM0265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0265+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 PM0265_ROD/PIPE-DEPTH: 4.9  meters
 PM0265
 PM0265  HISTORY     - Date     Condition        Report By
 PM0265  HISTORY     - 1962     MONUMENTED       USLS
 PM0265  HISTORY     - 1984     GOOD             NGS
 PM0265  HISTORY     - 1990     GOOD             USPSQD
 PM0265  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0265  HISTORY     - 20011013 GOOD             USPSQD
 PM0265  HISTORY     - 20030213 GOOD             ABCI
 PM0265  HISTORY     - 20031209 GOOD             USPSQD
 PM0265
 PM0265                          STATION DESCRIPTION
 PM0265
 PM0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0265'IN MANISTEE.
 PM0265'IN MANISTEE, ABOUT TWO BLOCKS WEST OF THE HIGHWAY 31 BRIDGE OVER THE
 PM0265'MANISTEE RIVER, AT THE SOUTHEAST CORNER OF THE INTERSECTION FORMED BY
 PM0265'(MEMORIAL DRIVE) 5TH AVENUE AND WASHINGTON STREET, 13.4 METERS
 PM0265'(44.0 FT) EAST OF THE EAST CURBING OF WASHINGTON STREET, 3.7 METERS
 PM0265'(12.1 FT) EAST OF A POWERLINE POLE WITH A TRANSFORMER ATTACHED, AND
 PM0265'3.0 METERS (10.0 FT) SOUTH OF THE SOUTH CURB OF 5TH AVENUE.
 PM0265'THE MARK IS 0.12 M BELOW GROUND LEVEL.
 PM0265
 PM0265                          STATION RECOVERY (1990)
 PM0265
 PM0265'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2001)
 PM0265
 PM0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0265'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0265' 
 PM0265
 PM0265                          STATION RECOVERY (2001)
 PM0265
 PM0265'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2003)
 PM0265
 PM0265'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2003 (PGB)
 PM0265'RECOVERED IN GOOD CONDITION.
 PM0265
 PM0265                          STATION RECOVERY (2003)
 PM0265
 PM0265'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0267 ***********************************************************************
 PM0267  DESIGNATION -  908 7021 METER USLS
 PM0267  PID         -  PM0267
 PM0267  STATE/COUNTY-  MI/MANISTEE
 PM0267  USGS QUAD   -  
 PM0267
 PM0267                         *CURRENT SURVEY CONTROL
 PM0267  ___________________________________________________________________
 PM0267* NAD 83(1986)-  44 15 02.     (N)    086 20 20.     (W)     SCALED    
 PM0267* NAVD 88     -       177.981  (meters)     583.93   (feet)  ADJUSTED  
 PM0267  ___________________________________________________________________
 PM0267  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PM0267  DYNAMIC HT  -         177.958 (meters)     583.85  (feet)  COMP
 PM0267  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PM0267
 PM0267  VERT ORDER  -  FIRST     CLASS II
 PM0267
 PM0267.The horizontal coordinates were scaled from a topographic map and have
 PM0267.an estimated accuracy of +/- 6 seconds.
 PM0267
 PM0267.The orthometric height was determined by differential leveling
 PM0267.and adjusted by the National Geodetic Survey in June 1991..
 PM0267
 PM0267.The geoid height was determined by GEOID03.
 PM0267
 PM0267.The dynamic height is computed by dividing the NAVD 88
 PM0267.geopotential number by the normal gravity value computed on the
 PM0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0267.degrees latitude (g = 980.6199 gals.).
 PM0267
 PM0267.The modeled gravity was interpolated from observed gravity values.
 PM0267
 PM0267;                    North         East    Units  Estimated Accuracy
 PM0267;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0267
 PM0267                          SUPERSEDED SURVEY CONTROL
 PM0267
 PM0267.No superseded survey control is available for this station.
 PM0267
 PM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0267_MARKER: I = METAL ROD
 PM0267_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0267_SP_SET: COPPER-CLAD STEEL ROD
 PM0267_MARK LOGO: USLS  
 PM0267_PROJECTION: FLUSH
 PM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0267+STABILITY: SURFACE MOTION
 PM0267_ROD/PIPE-DEPTH: 3.0  meters
 PM0267
 PM0267  HISTORY     - Date     Condition        Report By
 PM0267  HISTORY     - 1962     MONUMENTED       USLS
 PM0267  HISTORY     - 1984     GOOD             NGS
 PM0267  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0267  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 PM0267  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 PM0267
 PM0267                          STATION DESCRIPTION
 PM0267
 PM0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0267'IN MANISTEE.
 PM0267'IN MANISTEE, AT THE COAST GUARD STATION, NEAR THE CITY PARK ON LAKE
 PM0267'MICHIGAN, BENCH MARK IS LOCATED ABOUT 1.2 METERS (4.0 FT) WEST OF AN
 PM0267'ELECTRIC METER ATTACHED TO THE WEST FACE OF THE STATION OFFICE
 PM0267'BUILDING AND ON LINE WITH THE NORTH FACE OF THE BUILDING, AND
 PM0267'0.94 METERS (3.1 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING.
 PM0267'THE MARK IS 0.12 M BELOW GROUND LEVEL.
 PM0267
 PM0267                          STATION RECOVERY (1990)
 PM0267
 PM0267'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0267'MARK NOT FOUND.
 PM0267
 PM0267                          STATION RECOVERY (2001)
 PM0267
 PM0267'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0267'MARK NOT FOUND.
 PM0267
 PM0267                          STATION RECOVERY (2005)
 PM0267
 PM0267'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0267'CONSTRUCTION OF NEW COAST GUARD STATION ON SITE, OLD BUILDING TORN
 PM0267'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0269 ***********************************************************************
 PM0269  DESIGNATION -  908 7021 PARK USLS
 PM0269  PID         -  PM0269
 PM0269  STATE/COUNTY-  MI/MANISTEE
 PM0269  USGS QUAD   -  
 PM0269
 PM0269                         *CURRENT SURVEY CONTROL
 PM0269  ___________________________________________________________________
 PM0269* NAD 83(1986)-  44 15 02.     (N)    086 20 20.     (W)     SCALED    
 PM0269* NAVD 88     -       179.102  (meters)     587.60   (feet)  ADJUSTED  
 PM0269  ___________________________________________________________________
 PM0269  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PM0269  DYNAMIC HT  -         179.080 (meters)     587.53  (feet)  COMP
 PM0269  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PM0269
 PM0269  VERT ORDER  -  FIRST     CLASS II
 PM0269
 PM0269.The horizontal coordinates were scaled from a topographic map and have
 PM0269.an estimated accuracy of +/- 6 seconds.
 PM0269
 PM0269.The orthometric height was determined by differential leveling
 PM0269.and adjusted by the National Geodetic Survey in June 1991..
 PM0269
 PM0269.The geoid height was determined by GEOID03.
 PM0269
 PM0269.The dynamic height is computed by dividing the NAVD 88
 PM0269.geopotential number by the normal gravity value computed on the
 PM0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0269.degrees latitude (g = 980.6199 gals.).
 PM0269
 PM0269.The modeled gravity was interpolated from observed gravity values.
 PM0269
 PM0269;                    North         East    Units  Estimated Accuracy
 PM0269;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0269
 PM0269                          SUPERSEDED SURVEY CONTROL
 PM0269
 PM0269.No superseded survey control is available for this station.
 PM0269
 PM0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0269_MARKER: Z = SEE DESCRIPTION
 PM0269_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PM0269+WITH SETTING: PAVEMENT
 PM0269_SP_SET: DOOR SILL
 PM0269_MARK LOGO: USLS  
 PM0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0269+STABILITY: SURFACE MOTION
 PM0269
 PM0269  HISTORY     - Date     Condition        Report By
 PM0269  HISTORY     - 1956     MONUMENTED       USLS
 PM0269  HISTORY     - 1984     GOOD             NGS
 PM0269  HISTORY     - 1990     GOOD             USPSQD
 PM0269  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0269  HISTORY     - 20011013 GOOD             USPSQD
 PM0269  HISTORY     - 20031209 GOOD             USPSQD
 PM0269  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 PM0269
 PM0269                          STATION DESCRIPTION
 PM0269
 PM0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0269'IN MANISTEE.
 PM0269'IN MANISTEE, IN THE CITY PARK JUST NORTH OF THE COAST GUARD STATION ON
 PM0269'LAKE MICHIGAN, ON THE SOUTHEAST SIDE OF A COMMON BRICK BUILDING
 PM0269'(UTILITY), THE HIGH POINT IS ON TOP OF A SMALL KNOB INSIDE A ROUGHLY
 PM0269'DEFINED 1/2 BY 1/2 INCH RECTANGLE FORMED BY TWO CHISELED LINES AND TWO
 PM0269'EDGES OF THE DOOR SILL (NORTH CORNER OF THE SILL), 2.6 METERS (8.5 FT)
 PM0269'NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 0.6 METER
 PM0269'(2.0 FT) SOUTH-SOUTHWEST OF A WATER FOUNTAIN.
 PM0269'THE MARK IS 0.4 M ABOVE GROUND.
 PM0269
 PM0269                          STATION RECOVERY (1990)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0269'RECOVERED IN GOOD CONDITION.
 PM0269
 PM0269                          STATION RECOVERY (2001)
 PM0269
 PM0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0269
 PM0269                          STATION RECOVERY (2001)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0269'RECOVERED IN GOOD CONDITION.
 PM0269
 PM0269                          STATION RECOVERY (2003)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0269'RECOVERED IN GOOD CONDITION.
 PM0269
 PM0269                          STATION RECOVERY (2004)
 PM0269
 PM0269'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0266 ***********************************************************************
 PM0266  DESIGNATION -  908 7021 STEPKA USLS
 PM0266  PID         -  PM0266
 PM0266  STATE/COUNTY-  MI/MANISTEE
 PM0266  USGS QUAD   -  
 PM0266
 PM0266                         *CURRENT SURVEY CONTROL
 PM0266  ___________________________________________________________________
 PM0266* NAD 83(1986)-  44 15 02.     (N)    086 20 20.     (W)     SCALED    
 PM0266* NAVD 88     -       178.064  (meters)     584.20   (feet)  ADJUSTED  
 PM0266  ___________________________________________________________________
 PM0266  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PM0266  DYNAMIC HT  -         178.041 (meters)     584.12  (feet)  COMP
 PM0266  MODELED GRAV-     980,486.4   (mgal)                       NAVD 88
 PM0266
 PM0266  VERT ORDER  -  FIRST     CLASS II
 PM0266
 PM0266.The horizontal coordinates were scaled from a topographic map and have
 PM0266.an estimated accuracy of +/- 6 seconds.
 PM0266
 PM0266.The orthometric height was determined by differential leveling
 PM0266.and adjusted by the National Geodetic Survey in June 1991..
 PM0266
 PM0266.The geoid height was determined by GEOID03.
 PM0266
 PM0266.The dynamic height is computed by dividing the NAVD 88
 PM0266.geopotential number by the normal gravity value computed on the
 PM0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0266.degrees latitude (g = 980.6199 gals.).
 PM0266
 PM0266.The modeled gravity was interpolated from observed gravity values.
 PM0266
 PM0266;                    North         East    Units  Estimated Accuracy
 PM0266;SPC MI C     -   105,690.    5,842,500.      MT  (+/- 180 meters Scaled)
 PM0266
 PM0266                          SUPERSEDED SURVEY CONTROL
 PM0266
 PM0266.No superseded survey control is available for this station.
 PM0266
 PM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527999(NAD 83)
 PM0266_MARKER: I = METAL ROD
 PM0266_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PM0266_SP_SET: COPPER-CLAD STEEL ROD
 PM0266_MARK LOGO: USLS  
 PM0266_PROJECTION: FLUSH
 PM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0266+STABILITY: SURFACE MOTION
 PM0266_ROD/PIPE-DEPTH: 4.0  meters
 PM0266
 PM0266  HISTORY     - Date     Condition        Report By
 PM0266  HISTORY     - 1962     MONUMENTED       USLS
 PM0266  HISTORY     - 1984     GOOD             NGS
 PM0266  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0266  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0266  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 PM0266
 PM0266                          STATION DESCRIPTION
 PM0266
 PM0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0266'IN MANISTEE.
 PM0266'IN MANISTEE, NEAR THE COAST GUARD STATION AND CITY PARK, AT THE
 PM0266'NORTHEAST CORNER OF AN INTERSECTION FORMED BY FIFTH AVENUE AND NORTH
 PM0266'LAKE SHORE DRIVE, NEAR THE NORTHWEST CORNER OF THE DWELLING AT 522
 PM0266'FIFTH AVENUE, ON AN EXTENDED LINE OF THE NORTH FACE OF THE DWELLING,
 PM0266'AND 0.33 METERS (1.1 FT) WEST OF THE NORTHWEST CORNER OF THE DWELLING.
 PM0266'THE MARK IS 0.18 M BELOW GROUND LEVEL.
 PM0266
 PM0266                          STATION RECOVERY (1990)
 PM0266
 PM0266'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0266'MARK NOT FOUND.
 PM0266
 PM0266                          STATION RECOVERY (2001)
 PM0266
 PM0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0266'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0266' 
 PM0266
 PM0266                          STATION RECOVERY (2003)
 PM0266
 PM0266'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0305 ***********************************************************************
 OL0305  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0305  DESIGNATION -  908 7023 DISC
 OL0305  PID         -  OL0305
 OL0305  STATE/COUNTY-  MI/MASON
 OL0305  USGS QUAD   -  
 OL0305
 OL0305                         *CURRENT SURVEY CONTROL
 OL0305  ___________________________________________________________________
 OL0305* NAD 83(1986)-  43 56 50.     (N)    086 26 29.     (W)     SCALED    
 OL0305* NAVD 88     -       178.432  (meters)     585.41   (feet)  ADJUSTED  
 OL0305  ___________________________________________________________________
 OL0305  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0305  DYNAMIC HT  -         178.401 (meters)     585.30  (feet)  COMP
 OL0305  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OL0305
 OL0305  VERT ORDER  -  FIRST     CLASS II
 OL0305
 OL0305.The horizontal coordinates were scaled from a topographic map and have
 OL0305.an estimated accuracy of +/- 6 seconds.
 OL0305
 OL0305.The orthometric height was determined by differential leveling
 OL0305.and adjusted by the National Geodetic Survey in June 1991..
 OL0305
 OL0305.This Tidal Bench Mark is designated as VM 13191
 OL0305.by the Center for Operational Oceanographic Products and Services.
 OL0305
 OL0305.The geoid height was determined by GEOID03.
 OL0305
 OL0305.The dynamic height is computed by dividing the NAVD 88
 OL0305.geopotential number by the normal gravity value computed on the
 OL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0305.degrees latitude (g = 980.6199 gals.).
 OL0305
 OL0305.The modeled gravity was interpolated from observed gravity values.
 OL0305
 OL0305;                    North         East    Units  Estimated Accuracy
 OL0305;SPC MI C     -    72,200.    5,833,460.      MT  (+/- 180 meters Scaled)
 OL0305
 OL0305                          SUPERSEDED SURVEY CONTROL
 OL0305
 OL0305.No superseded survey control is available for this station.
 OL0305
 OL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP448661(NAD 83)
 OL0305_MARKER: DD = SURVEY DISK
 OL0305_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0305_SP_SET: FOOTING OF BUILDING
 OL0305_MARK LOGO: USE   
 OL0305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0305+STABILITY: SURFACE MOTION
 OL0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0305+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0305
 OL0305  HISTORY     - Date     Condition        Report By
 OL0305  HISTORY     - 1978     MONUMENTED       USE
 OL0305  HISTORY     - 1984     GOOD             NGS
 OL0305  HISTORY     - 19901019 GOOD             NOS
 OL0305  HISTORY     - 19950726 GOOD             NOS
 OL0305  HISTORY     - 19950910 GOOD             USPSQD
 OL0305  HISTORY     - 20011128 GOOD             NGS
 OL0305  HISTORY     - 20040423 GOOD             USPSQD
 OL0305
 OL0305                          STATION DESCRIPTION
 OL0305
 OL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0305'IN LUDINGTON.
 OL0305'IN LUDINGTON, LOCATED ON CITY PROPERTY, SOUTH OF THE LUDINGTON SEWAGE
 OL0305'TREATMENT PLANT, THE DISK IS SET IN THE EXTENDED TOP OF THE NORTHWEST
 OL0305'CORNER OF THE FOUNDATION OF THE RED BRICK WATER GAGE HOUSE,
 OL0305'41.39 METERS (135.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE YELLOW
 OL0305'BRICK PLANT BUILDING, 46.93 METERS (154.0 FT) EAST OF THE CENTER OF A
 OL0305'GRAVEL STREET LEADING SOUTH TO THOMPSONS MARINA, 34.74 METERS
 OL0305'(114.0 FT) EAST-NORTHEAST OF THE FLAG POLE, 2.46 METERS (8.1 FT) WEST
 OL0305'OF THE NORTHEAST CORNER OF THE GAGE HOUSE, AND 0.13 METERS (0.45 FT)
 OL0305'NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE.  NOTE, NO
 OL0305'STAMPING ON DISK.
 OL0305'THE MARK IS 0.08 M ABOVE GROUND.
 OL0305
 OL0305                          STATION RECOVERY (1990)
 OL0305
 OL0305'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1990 (JRS)
 OL0305'IN LUDINGTON, LOCATED ON CITY PROPERTY, SOUTH OF THE LUDINGTON SEWAGE
 OL0305'TREATMENT PLANT, THE DISK IS SET IN THE EXTENDED TOP OF THE NORTHWEST
 OL0305'CORNER OF THE FOUNDATION OF THE RED BRICK WATER GAGE HOUSE, 41.39
 OL0305'METERS (135.79 FT) SOUTH OF THE SOUTHEAST CORNER OF THE YELLOW BRICK
 OL0305'PLANT BUILDING, 46.93 METERS (153.97 FT) EAST OF THE CENTER OF A
 OL0305'GRAVEL STREET LEADING SOUTH TO THOMPSONS MARINA, 34.74 METERS (113.98
 OL0305'FT) EAST-NORTHEAST OF THE FLAG POLE, 2.46 METERS (8.07 FT) WEST OF THE
 OL0305'NORTHEAST CORNER OF THE GAGE HOUSE, AND 0.13 METERS (0.43 FT)
 OL0305'NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE.  NOTE, NO
 OL0305'STAMPING ON DISK.
 OL0305
 OL0305                          STATION RECOVERY (1995)
 OL0305
 OL0305'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0305'RECOVERED AS DESCRIBED.
 OL0305
 OL0305                          STATION RECOVERY (1995)
 OL0305
 OL0305'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0305'RECOVERED IN GOOD CONDITION.
 OL0305
 OL0305                          STATION RECOVERY (2001)
 OL0305
 OL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0305'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0305
 OL0305                          STATION RECOVERY (2004)
 OL0305
 OL0305'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8294 ***********************************************************************
 AC8294  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8294  DESIGNATION -  908 7023 H
 AC8294  PID         -  AC8294
 AC8294  STATE/COUNTY-  MI/MASON
 AC8294  USGS QUAD   -  
 AC8294
 AC8294                         *CURRENT SURVEY CONTROL
 AC8294  ___________________________________________________________________
 AC8294* NAD 83(1986)-  43 57 03.     (N)    086 26 31.     (W)     SCALED    
 AC8294* NAVD 88     -       182.642  (meters)     599.22   (feet)  ADJUSTED  
 AC8294  ___________________________________________________________________
 AC8294  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 AC8294  DYNAMIC HT  -         182.611 (meters)     599.12  (feet)  COMP
 AC8294  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 AC8294
 AC8294  VERT ORDER  -  SECOND    CLASS I
 AC8294
 AC8294.The horizontal coordinates were scaled from a topographic map and have
 AC8294.an estimated accuracy of +/- 6 seconds.
 AC8294
 AC8294.The orthometric height was determined by differential leveling
 AC8294.and adjusted by the National Geodetic Survey in July 1997..
 AC8294
 AC8294.This Tidal Bench Mark is designated as VM 13190
 AC8294.by the Center for Operational Oceanographic Products and Services.
 AC8294
 AC8294.The geoid height was determined by GEOID03.
 AC8294
 AC8294.The dynamic height is computed by dividing the NAVD 88
 AC8294.geopotential number by the normal gravity value computed on the
 AC8294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8294.degrees latitude (g = 980.6199 gals.).
 AC8294
 AC8294.The modeled gravity was interpolated from observed gravity values.
 AC8294
 AC8294;                    North         East    Units  Estimated Accuracy
 AC8294;SPC MI C     -    72,600.    5,833,420.      MT  (+/- 180 meters Scaled)
 AC8294
 AC8294                          SUPERSEDED SURVEY CONTROL
 AC8294
 AC8294.No superseded survey control is available for this station.
 AC8294
 AC8294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP447665(NAD 83)
 AC8294_MARKER: DB = BENCH MARK DISK
 AC8294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC8294_STAMPING: 7023 H 1991
 AC8294_MARK LOGO: NOS   
 AC8294_PROJECTION: FLUSH
 AC8294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8294+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AC8294_ROD/PIPE-DEPTH: 10.4 meters
 AC8294
 AC8294  HISTORY     - Date     Condition        Report By
 AC8294  HISTORY     - 1991     MONUMENTED       NOS
 AC8294  HISTORY     - 19940813 GOOD             NOS
 AC8294  HISTORY     - 19950726 GOOD             NOS
 AC8294  HISTORY     - 20010815 GOOD             NGS
 AC8294  HISTORY     - 20021009 GOOD             USPSQD
 AC8294  HISTORY     - 20051014 GOOD             USPSQD
 AC8294
 AC8294                          STATION DESCRIPTION
 AC8294
 AC8294'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8294'IN LUDINGTON, MASON COUNTY, MICHIGAN, AT THE NORTHWEST CORNER OF EAST
 AC8294'MELENDY STREET AND SOUTH LAVINIA STREET, 28.0 FEET (8.5 M) NORTH OF
 AC8294'CENTERLINE OF EAST MELENDY STREET, 23.4 FEET (7.1 M) WEST OF
 AC8294'CENTERLINE OF SOUTH LAVINIA STREET, 2.5 FEET (0.8 M) EAST OF CENTER OF
 AC8294'LIGHT POLE NUMBER 2 ON THE NORTHWEST CORNER, BEING TOP OF STANDARD NOS
 AC8294'DISC 0.5 FEET (15.2 CM) BELOW THE GROUND SURFACE, CRIMPED TO A
 AC8294'STANELESS STEEL ROD DRIVEN 34.0 FEET (10.4 M) TO REFUSAL, AND
 AC8294'PROTECTED BY A KICK BLOCK AND PVC PIPE WITH METAL ACCESS COVER FLUSH
 AC8294'WITH THE GROUND.
 AC8294
 AC8294                          STATION RECOVERY (1995)
 AC8294
 AC8294'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8294'RECOVERED AS DESCRIBED.
 AC8294
 AC8294                          STATION RECOVERY (2001)
 AC8294
 AC8294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AC8294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AC8294
 AC8294                          STATION RECOVERY (2002)
 AC8294
 AC8294'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 AC8294'RECOVERED IN GOOD CONDITION.
 AC8294
 AC8294                          STATION RECOVERY (2005)
 AC8294
 AC8294'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AC8294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0300 ***********************************************************************
 OL0300  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0300  DESIGNATION -  908 7023 LAVINIA
 OL0300  PID         -  OL0300
 OL0300  STATE/COUNTY-  MI/MASON
 OL0300  USGS QUAD   -  
 OL0300
 OL0300                         *CURRENT SURVEY CONTROL
 OL0300  ___________________________________________________________________
 OL0300* NAD 83(1986)-  43 56 59.     (N)    086 26 32.     (W)     SCALED    
 OL0300* NAVD 88     -       181.347  (meters)     594.97   (feet)  ADJUSTED  
 OL0300  ___________________________________________________________________
 OL0300  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0300  DYNAMIC HT  -         181.316 (meters)     594.87  (feet)  COMP
 OL0300  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 OL0300
 OL0300  VERT ORDER  -  FIRST     CLASS II
 OL0300
 OL0300.The horizontal coordinates were scaled from a topographic map and have
 OL0300.an estimated accuracy of +/- 6 seconds.
 OL0300
 OL0300.The orthometric height was determined by differential leveling
 OL0300.and adjusted by the National Geodetic Survey in July 1997..
 OL0300
 OL0300.This Tidal Bench Mark is designated as VM 13189
 OL0300.by the Center for Operational Oceanographic Products and Services.
 OL0300
 OL0300.The geoid height was determined by GEOID03.
 OL0300
 OL0300.The dynamic height is computed by dividing the NAVD 88
 OL0300.geopotential number by the normal gravity value computed on the
 OL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0300.degrees latitude (g = 980.6199 gals.).
 OL0300
 OL0300.The modeled gravity was interpolated from observed gravity values.
 OL0300
 OL0300;                    North         East    Units  Estimated Accuracy
 OL0300;SPC MI C     -    72,480.    5,833,400.      MT  (+/- 180 meters Scaled)
 OL0300
 OL0300                          SUPERSEDED SURVEY CONTROL
 OL0300
 OL0300  NAVD 88 (06/15/91)  181.345  (m)          594.96   (f) UNKNOWN     1 2
 OL0300
 OL0300.Superseded values are not recommended for survey control.
 OL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0300.See file dsdata.txt to determine how the superseded data were derived.
 OL0300
 OL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP447664(NAD 83)
 OL0300_MARKER: I = METAL ROD
 OL0300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0300_SP_SET: STAINLESS STEEL ROD
 OL0300_MARK LOGO: USLS  
 OL0300_PROJECTION: RECESSED 36 CENTIMETERS
 OL0300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0300+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0300_ROD/PIPE-DEPTH: 3.05 meters
 OL0300
 OL0300  HISTORY     - Date     Condition        Report By
 OL0300  HISTORY     - 1956     MONUMENTED       USLS
 OL0300  HISTORY     - 1984     GOOD             NGS
 OL0300  HISTORY     - 19940813 GOOD             NOS
 OL0300  HISTORY     - 19950726 GOOD             NOS
 OL0300  HISTORY     - 19950910 GOOD             USPSQD
 OL0300  HISTORY     - 20010815 GOOD             NGS
 OL0300  HISTORY     - 20011128 GOOD             NGS
 OL0300  HISTORY     - 20040423 GOOD             USPSQD
 OL0300
 OL0300                          STATION DESCRIPTION
 OL0300
 OL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0300'IN LUDINGTON.
 OL0300'IN LUDINGTON LOCATED AT THE SOUTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0300'DOWLAND STREETS, IS A ONE INCH DIAMETER STEEL ROD TEN FEET LONG AND
 OL0300'ABOUT 0.36 METERS (1.2 FT) BELOW THE GROUND LEVEL, 10.21 METERS
 OL0300'(33.5 FT) SOUTH OF THE CENTER OF DOWLAND STREET, 8.22 METERS (27.0 FT)
 OL0300'EAST OF THE CENTER OF LAVINIA STREET, 1.28 METERS (4.2 FT)
 OL0300'EAST-NORTHEAST OF A GREEN METAL POST SUPPORTING THE STREET SIGN,
 OL0300'0.76 METERS (2.5 FT) NORTH OF A POWERLINE POLE, AND 0.3 METERS
 OL0300'(1.0 FT) SOUTH OF THE SOUTH EDGE OF THE DOWLAND STREET SIDEWALK.
 OL0300
 OL0300                          STATION RECOVERY (1994)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0300'IN LUDINGTON LOCATED AT THE SOUTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0300'DOWLAND STREETS, IS A ONE INCH DIAMETER STEEL ROD TEN FEET LONG AND
 OL0300'ABOUT 0.36 METERS (1.18 FT) BELOW THE GROUND LEVEL, 10.21 METERS
 OL0300'(33.50 FT) SOUTH OF THE CENTER OF DOWLAND STREET, 8.22 METERS (26.97
 OL0300'FT) EAST OF THE CENTER OF LAVINIA STREET, 1.28 METERS (4.20 FT)
 OL0300'EAST-NORTHEAST OF A GREEN METAL POST SUPPORTING THE STREET SIGN, 0.76
 OL0300'METERS (2.49 FT) NORTH OF A POWERLINE POLE, AND 0.3 METERS (1.0 FT)
 OL0300'SOUTH OF THE SOUTH EDGE OF THE DOWLAND STREET SIDEWALK.
 OL0300
 OL0300                          STATION RECOVERY (1995)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0300'RECOVERED IN GOOD CONDITION.  NOTE--NGS CAP AND KICKBLOCK SET 7/26/95.
 OL0300
 OL0300                          STATION RECOVERY (1995)
 OL0300
 OL0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0300'RECOVERED IN GOOD CONDITION.
 OL0300
 OL0300                          STATION RECOVERY (2001)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0300'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0300
 OL0300                          STATION RECOVERY (2001)
 OL0300
 OL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0300'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0300
 OL0300                          STATION RECOVERY (2004)
 OL0300
 OL0300'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0301 ***********************************************************************
 OL0301  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0301  DESIGNATION -  908 7023 LSTP
 OL0301  PID         -  OL0301
 OL0301  STATE/COUNTY-  MI/MASON
 OL0301  USGS QUAD   -  
 OL0301
 OL0301                         *CURRENT SURVEY CONTROL
 OL0301  ___________________________________________________________________
 OL0301* NAD 83(1986)-  43 56 53.     (N)    086 26 34.     (W)     SCALED    
 OL0301* NAVD 88     -       178.988  (meters)     587.23   (feet)  ADJUSTED  
 OL0301  ___________________________________________________________________
 OL0301  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0301  DYNAMIC HT  -         178.958 (meters)     587.13  (feet)  COMP
 OL0301  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OL0301
 OL0301  VERT ORDER  -  FIRST     CLASS II
 OL0301
 OL0301.The horizontal coordinates were scaled from a topographic map and have
 OL0301.an estimated accuracy of +/- 6 seconds.
 OL0301
 OL0301.The orthometric height was determined by differential leveling
 OL0301.and adjusted by the National Geodetic Survey in June 1991..
 OL0301
 OL0301.This Tidal Bench Mark is designated as VM 13188
 OL0301.by the Center for Operational Oceanographic Products and Services.
 OL0301
 OL0301.The geoid height was determined by GEOID03.
 OL0301
 OL0301.The dynamic height is computed by dividing the NAVD 88
 OL0301.geopotential number by the normal gravity value computed on the
 OL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0301.degrees latitude (g = 980.6199 gals.).
 OL0301
 OL0301.The modeled gravity was interpolated from observed gravity values.
 OL0301
 OL0301;                    North         East    Units  Estimated Accuracy
 OL0301;SPC MI C     -    72,300.    5,833,350.      MT  (+/- 180 meters Scaled)
 OL0301
 OL0301                          SUPERSEDED SURVEY CONTROL
 OL0301
 OL0301.No superseded survey control is available for this station.
 OL0301
 OL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP447662(NAD 83)
 OL0301_MARKER: DD = SURVEY DISK
 OL0301_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0301_SP_SET: FOUNDATION WALL
 OL0301_STAMPING: LSTP 1950 RCH
 OL0301_MARK LOGO: USLS  
 OL0301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0301+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0301
 OL0301  HISTORY     - Date     Condition        Report By
 OL0301  HISTORY     - 1950     MONUMENTED       USLS
 OL0301  HISTORY     - 1984     GOOD             NGS
 OL0301  HISTORY     - 19940813 GOOD             NOS
 OL0301  HISTORY     - 19950726 GOOD             NOS
 OL0301  HISTORY     - 19950910 GOOD             USPSQD
 OL0301  HISTORY     - 20010815 GOOD             NGS
 OL0301  HISTORY     - 20011128 GOOD             NGS
 OL0301  HISTORY     - 20040423 GOOD             USPSQD
 OL0301
 OL0301                          STATION DESCRIPTION
 OL0301
 OL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0301'IN LUDINGTON.
 OL0301'IN LUDINGTON, LOCATED AT THE LUDINGTON SEWAGE TREATMENT PLANT, THE
 OL0301'DISK IS SET VERTICALLY IN THE WEST FACE OF THE YELLOW BRICK BUILDING
 OL0301'OF THE PLANT, 6.37 METERS (20.9 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0301'THE BUILDING, 6.37 METERS (20.9 FT) SOUTH OF THE NORTHWEST CORNER OF
 OL0301'THE BUILING, AND 11.12 METERS (36.5 FT) NORTH-NORTHEAST OF A FIRE
 OL0301'HYDRANT.
 OL0301'THE MARK IS 0.60 M ABOVE GROUND.
 OL0301
 OL0301                          STATION RECOVERY (1994)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0301'IN LUDINGTON, LOCATED AT THE LUDINGTON SEWAGE TREATMENT PLANT, THE
 OL0301'DISK IS SET VERTICALLY IN THE WEST FACE OF THE YELLOW BRICK BUILDING
 OL0301'OF THE PLANT, 6.37 METERS (20.90 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0301'THE BUILDING, 6.37 METERS (20.90 FT) SOUTH OF THE NORTHWEST CORNER OF
 OL0301'THE BUILING, AND 11.12 METERS (36.48 FT) NORTH-NORTHEAST OF A FIRE
 OL0301'HYDRANT.
 OL0301
 OL0301                          STATION RECOVERY (1995)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0301'IN LUDINGTON, LOCATED AT THE LUDINGTON SEWAGE TREATMENT PLANT, THE
 OL0301'DISK IS SET VERTICALLY IN THE WEST FACE OF THE YELLOW BRICK BUILDING
 OL0301'OF THE PLANT, 6.37 METERS (20.90 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0301'THE BUILDING, 6.37 METERS (20.90 FT) SOUTH OF THE NORTHWEST CORNER OF
 OL0301'THE BUILING, AND 11.12 METERS (36.48 FT) NORTH-NORTHEAST OF A FIRE
 OL0301'HYDRANT.  HE SOUTHWEST CORNER OF A YELLOW BRICK PLANT BUILDING, 0.97
 OL0301'METERS (3.18 FT) NORTH OF THE SOUTHWEST CORNER OF A CONCRETE RETAINING
 OL0301'WALL ON THE EAST SIDE OF A BOAT SLIP, AND Z
 OL0301
 OL0301                          STATION RECOVERY (1995)
 OL0301
 OL0301'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0301'RECOVERED IN GOOD CONDITION.
 OL0301
 OL0301                          STATION RECOVERY (2001)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0301'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0301
 OL0301                          STATION RECOVERY (2001)
 OL0301
 OL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0301'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0301
 OL0301                          STATION RECOVERY (2004)
 OL0301
 OL0301'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0302 ***********************************************************************
 OL0302  DESIGNATION -  908 7023 OIL USLS
 OL0302  PID         -  OL0302
 OL0302  STATE/COUNTY-  MI/MASON
 OL0302  USGS QUAD   -  
 OL0302
 OL0302                         *CURRENT SURVEY CONTROL
 OL0302  ___________________________________________________________________
 OL0302* NAD 83(1986)-  43 56 52.     (N)    086 26 28.     (W)     SCALED    
 OL0302* NAVD 88     -       179.018  (meters)     587.33   (feet)  ADJUSTED  
 OL0302  ___________________________________________________________________
 OL0302  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0302  DYNAMIC HT  -         178.988 (meters)     587.23  (feet)  COMP
 OL0302  MODELED GRAV-     980,443.4   (mgal)                       NAVD 88
 OL0302
 OL0302  VERT ORDER  -  FIRST     CLASS II
 OL0302
 OL0302.The horizontal coordinates were scaled from a topographic map and have
 OL0302.an estimated accuracy of +/- 6 seconds.
 OL0302
 OL0302.The orthometric height was determined by differential leveling
 OL0302.and adjusted by the National Geodetic Survey in June 1991..
 OL0302
 OL0302.The geoid height was determined by GEOID03.
 OL0302
 OL0302.The dynamic height is computed by dividing the NAVD 88
 OL0302.geopotential number by the normal gravity value computed on the
 OL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0302.degrees latitude (g = 980.6199 gals.).
 OL0302
 OL0302.The modeled gravity was interpolated from observed gravity values.
 OL0302
 OL0302;                    North         East    Units  Estimated Accuracy
 OL0302;SPC MI C     -    72,260.    5,833,480.      MT  (+/- 180 meters Scaled)
 OL0302
 OL0302                          SUPERSEDED SURVEY CONTROL
 OL0302
 OL0302.No superseded survey control is available for this station.
 OL0302
 OL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP448662(NAD 83)
 OL0302_MARKER: X = CHISELED CROSS
 OL0302_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0302_SP_SET: CONCRETE FOOTING
 OL0302_MARK LOGO: USLS  
 OL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0302+STABILITY: SURFACE MOTION
 OL0302
 OL0302  HISTORY     - Date     Condition        Report By
 OL0302  HISTORY     - 1956     MONUMENTED       USLS
 OL0302  HISTORY     - 1984     GOOD             NGS
 OL0302  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 OL0302
 OL0302                          STATION DESCRIPTION
 OL0302
 OL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0302'IN LUDINGTON.
 OL0302'IN LUDINGTON, LOCATED ON LAKE STREET JUST NORTH OF THE LUDINGTON
 OL0302'SEWAGE TREATMENT PLANT ON THE INSIDE OF A SECURITY FENCE OF THE
 OL0302'STANDARD OIL COMPANY BULK STATION, THE MARK IS A ONE-HALF INCH CROSS
 OL0302'CHISLED INSIDE A ONE BY ONE INCH SQUARE FORMED BY FOUR CHISLED LINES
 OL0302'ON THE TOP OF AN IRON RAIL EMBEDDED IN A FOUR BY SIX FEET CONCRETE
 OL0302'FOOTING, LEVEL WITH THE GROUND AND IS SURROUNDED BY A THREE FOOT HIGH
 OL0302'RETAINING WALL, 27.43 METERS (90.0 FT) EAST OF THE CENTERLINE OF AN
 OL0302'ASPHALT ROAD LEADING SOUTH TO THOMPSONS MARINA, 11.67 METERS (38.3 FT)
 OL0302'SOUTH OF THE SOUTH RAIL OF A SPUR TRACK, 2.49 METERS (8.2 FT) NORTH OF
 OL0302'THE NORTH FACE OF A EIGHT BY EIGHT AND ONE-HALF FEET TIN BUILDING,
 OL0302'1.79 METERS (5.9 FT) NORTH OF A THREE FEET HIGH CONCRETE RETAINING
 OL0302'WALL, AND 1.58 METERS (5.2 FT) EAST OF A THREE FEET HIGH CONCRETE
 OL0302'RETAINING WALL.
 OL0302'THE MARK IS ABOVE LEVEL WITH GROUND.
 OL0302
 OL0302                          STATION RECOVERY (2003)
 OL0302
 OL0302'RECOVERY NOTE BY US POWER SQUADRON 2003 (ES)
 OL0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0304 ***********************************************************************
 OL0304  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0304  DESIGNATION -  908 7023 WALBAR
 OL0304  PID         -  OL0304
 OL0304  STATE/COUNTY-  MI/MASON
 OL0304  USGS QUAD   -  
 OL0304
 OL0304                         *CURRENT SURVEY CONTROL
 OL0304  ___________________________________________________________________
 OL0304* NAD 83(1994)-  43 56 49.29365(N)    086 26 31.09109(W)     ADJUSTED  
 OL0304* NAVD 88     -       177.724  (meters)     583.08   (feet)  ADJUSTED  
 OL0304  ___________________________________________________________________
 OL0304  X           -     285,452.664 (meters)                     COMP
 OL0304  Y           -  -4,590,799.578 (meters)                     COMP
 OL0304  Z           -   4,403,954.429 (meters)                     COMP
 OL0304  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 OL0304  ELLIP HEIGHT-         142.31  (meters)          (07/17/02) GPS OBS
 OL0304  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0304  DYNAMIC HT  -         177.694 (meters)     582.98  (feet)  COMP
 OL0304  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OL0304
 OL0304  HORZ ORDER  -  SECOND
 OL0304  VERT ORDER  -  FIRST     CLASS II
 OL0304  ELLP ORDER  -  FOURTH    CLASS I
 OL0304
 OL0304.The horizontal coordinates were established by GPS observations
 OL0304.and adjusted by the National Geodetic Survey in February 1997..
 OL0304.No horizontal observational check was made to the station.
 OL0304
 OL0304.The orthometric height was determined by differential leveling
 OL0304.and adjusted by the National Geodetic Survey in June 1998..
 OL0304
 OL0304.This Tidal Bench Mark is designated as VM 13187
 OL0304.by the Center for Operational Oceanographic Products and Services.
 OL0304
 OL0304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0304
 OL0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0304
 OL0304.The ellipsoidal height was determined by GPS observations
 OL0304.and is referenced to NAD 83.
 OL0304
 OL0304.The geoid height was determined by GEOID03.
 OL0304
 OL0304.The dynamic height is computed by dividing the NAVD 88
 OL0304.geopotential number by the normal gravity value computed on the
 OL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0304.degrees latitude (g = 980.6199 gals.).
 OL0304
 OL0304.The modeled gravity was interpolated from observed gravity values.
 OL0304
 OL0304;                    North         East     Units Scale Factor Converg.
 OL0304;SPC MI C     -    72,179.883 5,833,407.574   MT  1.00006252   -1 27 57.6
 OL0304;SPC MI C     -   236,810.64 19,138,476.29   iFT  1.00006252   -1 27 57.6
 OL0304;UTM  16      - 4,866,140.501   544,779.394   MT  0.99962466   +0 23 14.2
 OL0304
 OL0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0304!SPC MI C     -   0.99997769  x   1.00006252  =   1.00004020
 OL0304!UTM  16      -   0.99997769  x   0.99962466  =   0.99960235
 OL0304
 OL0304                          SUPERSEDED SURVEY CONTROL
 OL0304
 OL0304  ELLIP H (02/03/97)  142.44   (m)                       GP(       ) 4 1
 OL0304  NAD 83(1986)-  43 56 49.29792(N)    086 26 31.10121(W) AD(       ) 2
 OL0304  NAVD 88 (06/15/91)  177.726  (m)          583.09   (f) UNKNOWN     1 2
 OL0304
 OL0304.Superseded values are not recommended for survey control.
 OL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0304.See file dsdata.txt to determine how the superseded data were derived.
 OL0304
 OL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4477966141(NAD 83)
 OL0304_MARKER: Z = SEE DESCRIPTION
 OL0304_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OL0304_SP_SET: BULKHEAD
 OL0304_MARK LOGO: NONE  
 OL0304_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0304+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0304
 OL0304  HISTORY     - Date     Condition        Report By
 OL0304  HISTORY     - 1950     MONUMENTED       USLS
 OL0304  HISTORY     - 1984     GOOD             NGS
 OL0304  HISTORY     - 1990     GOOD
 OL0304  HISTORY     - 19910521 GOOD
 OL0304  HISTORY     - 19940813 GOOD             NOS
 OL0304  HISTORY     - 19950726 GOOD             NOS
 OL0304  HISTORY     - 19950910 GOOD             USPSQD
 OL0304  HISTORY     - 20010613 GOOD             NGS
 OL0304  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0304  HISTORY     - 20011128 GOOD             NGS
 OL0304  HISTORY     - 20040423 GOOD             USPSQD
 OL0304
 OL0304                          STATION DESCRIPTION
 OL0304
 OL0304'DESCRIBED BY US LAKE SURVEY 1950
 OL0304'IN LUDINGTON.
 OL0304'IN LUDINGTON, LOCATED ON CITY PROPERTY SOUTH-SOUTHWEST OF THE
 OL0304'LUDINGTON SEWAGE TREATMENT PLANT, IS THE TOP OF A STEEL REINFORCING
 OL0304'ROD PROJECTING ONE-FOURTH OF AN INCH ABOVE THE TOP OF A CONCRETE
 OL0304'RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, 54.65 METERS
 OL0304'(177.3 FT) SOUTHWEST OF BENCH MARK 908-7023 DISC, 80.19 METERS
 OL0304'(263.1 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW BRICK
 OL0304'PLANT BUILDING, 0.97 METERS (3.2 FT) NORTH OF THE SOUTHWEST CORNER OF
 OL0304'A CONCRETE RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, AND
 OL0304'22.25 METERS (73.0 FT) SOUTH-SOUTHWEST OF A FLAG POLE.
 OL0304'THE MARK IS ABOVE LEVEL WITH GROUND.
 OL0304
 OL0304                          STATION RECOVERY (1984)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0304'STATION IS LOCATED ON THE BULKHEAD AT THOMPSON MARINA IN THE SOUTH
 OL0304'PART OF LUDINGTON.  STATION IS ALSO THE PRIMARY BENCH MARK FOR THE
 OL0304'LAKE LEVEL GUAGE AT LUDINGTON.  IT IS VERY DIFFICULT TO OCCUPY WITH A
 OL0304'TRIPOD.
 OL0304'TO REACH FROM THE INTERSECTION OF OLD HWY 31 AND U.S. 10 IN LUDINGTON,
 OL0304'GO WEST ON U.S. 10 FOR 1.2 MI (1.93 KM) TO INTERSECTION OF WASHINGTON
 OL0304'AVE.  TURN LEFT, AND GO SOUTH ON WASHINGTON AVE. FOR 0.5 MI
 OL0304'(0.80 KM)  TO T INTERSECTION OF LAKE STREET.  TURN RIGHT, AND GO WEST
 OL0304'ON LAKE STREET 0.2 MI (0.32 KM) TO DRIVE LEFT, AND SIGN THOMPSON
 OL0304'MARINA. TURN LEFT AND GO SOUTH 0.05 MI (0.08 KM), THEN JOG RIGHT AND
 OL0304'LEFT INTO PARKING LOT FOR THOMPSON MARINA.
 OL0304'STATION IS MARKED BY A STEEL REINFORCING ROD THAT PROJECTS 0.03 M
 OL0304'(0.10 FT) ABOVE THE TOP OF THE BULKHEAD. STATION IS NEAR THE SW
 OL0304'CORNER OF BULKHEAD OF THE 1ST BOAT SLIP EAST OF THE OFFICE FOR
 OL0304'THOMPSON MARINA. IT IS ABOUT 90 YARDS SOUTH OF THE SE CORNER OF
 OL0304'THOMPSON CABINET CO FACTORY, ABOUT 19 YARDS EAST OF SE CORNER OF
 OL0304'OFFICE FOR THOMPSON MARINA, 22.2 M (72.83 FT) SW OF A FLAGPOLE, 18.95
 OL0304'M (62.17 FT) SSW OF A LARGE BOLLARD, 11.85 M (38.88 FT) SW OF NE
 OL0304'INSIDE CORNER OF BOAT SLIP, 0.83 M (2.72 FT) N OF S FACE OF BULKHEAD,
 OL0304'AND 0.15 M (0.49 FT) E OF W FACE OF BULKHEAD.
 OL0304'DESCRIBED BY PBW
 OL0304
 OL0304                          STATION RECOVERY (1990)
 OL0304
 OL0304'RECOVERED 1990
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (1991)
 OL0304
 OL0304'RECOVERED 1991
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (1994)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0304'IN LUDINGTON, LOCATED ON CITY PROPERTY SOUTH-SOUTHWEST OF THE
 OL0304'LUDINGTON SEWAGE TREATMENT PLANT, IS THE TOP OF A STEEL REINFORCING
 OL0304'ROD PROJECTING ONE-FOURTH OF AN INCH ABOVE THE TOP OF A CONCRETE
 OL0304'RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, 54.65 METERS (179.30
 OL0304'FT) SOUTHWEST OF BENCH MARK 908-7023 DISC, 80.19 METERS (263.09 FT)
 OL0304'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A YELLOW BRICK PLANT
 OL0304'BUILDING, 0.97 METERS (3.18 FT) NORTH OF THE SOUTHWEST CORNER OF A
 OL0304'CONCRETE RETAINING WALL ON THE EAST SIDE OF A BOAT SLIP, AND 22.25
 OL0304'METERS (73.00 FT) SOUTH-SOUTHWEST OF A FLAG POLE, ON THE BULKHEAD AT
 OL0304'THOMPSON MARINA IN THE SOUTH PART OF LUDINGTON.  STAION IS ALSO THE
 OL0304'PRIMARY BENCH MARK FOR THE LAKE LEVEL GUAGE IN LUDINGTON. IT IS VERY
 OL0304'DIFFICULT TO OCCUPY WITH A TRIPOD. TO REACH FROM THE INTERSECTION OF
 OL0304'OLD HWY 31 AND U.S. 10 IN LUDINGTON, GO WEST ON U.S.  10 FOR 1.2 MI
 OL0304'(1.9 KM) TO INTERSECTION OF WASHINGTON AVE.  TURN LEFT, AND GO SOUTH
 OL0304'ON WASHINGTON AVE.  FOR 0.5 MI (0.8 KM) TO T INTERSECTION OF LAKE
 OL0304'STREET.  TURN RIGHT, AND GO WEST ON LAKE STREET 0.2 MI (0.3 KM) TO
 OL0304'DRIVE LEFT, AND SIGN THOMPSON MARINA.  TURN LEFT AND GO SOUTH 0.05 MI
 OL0304'(0.08 KM) , THEN JOG RIGHT AND LEFT INTO PARKING LOT FOR THOMPSON
 OL0304'MARINA.  STATION IS MARKED BY A STEEL REINFORCING ROD PROJECTING 0.03
 OL0304'M (0.10 FT) ABOVE THE TOP OF THE BULKHEAD,  NEAR THE SW CORNER OF
 OL0304'BULKHEAD OF THE 1ST BOAT SLIP EAST OF THE OFFICE FOR THOMPSON MARINA,
 OL0304'ABOUT 90 YARDS SOUTH OF THE SE CORNER OF THOMPSON CABINET CO FACTORY,
 OL0304'ABOUT 19 YARDS EAST OF SE CORNER OF OFFICE FOR THOMPSON MARINA, 22.2 M
 OL0304'(72.8 FT) SW OF A FLAGPOLE, 18.95 M (62.17 FT) SSW OF A LARGE BOLLARD,
 OL0304'11.85 M (38.88 FT ) SW OF NE INSIDE CORNER OF BOAT SLIP, 0.83 M (2.72
 OL0304'FT) N OF S FACE OF BULKHEAD, AND 0.15 M (0.49 FT) E OF W FACE OF
 OL0304'BULKHEAD. DESCRIBED BY PBW
 OL0304
 OL0304                          STATION RECOVERY (1995)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0304'RECOVERED AS DESCRIBED.
 OL0304
 OL0304                          STATION RECOVERY (1995)
 OL0304
 OL0304'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0304'RECOVERED IN GOOD CONDITION.
 OL0304
 OL0304                          STATION RECOVERY (2001)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 OL0304'*** ATTENTION *** ATTENTION *** ATTENTION ***
 OL0304' 
 OL0304'ED THOMPSON, THE OWNER OF THE MARINA, MADE A SPECIAL REQUEST
 OL0304'THAT USERS OF THIS BENCH MARK CALL AHEAD BEFORE USING IT.
 OL0304'PLEASE PHONE ED THOMPSON AT 231-843-3387.
 OL0304
 OL0304                          STATION RECOVERY (2001)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0304'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0304
 OL0304                          STATION RECOVERY (2001)
 OL0304
 OL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0304'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0304
 OL0304                          STATION RECOVERY (2004)
 OL0304
 OL0304'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0299 ***********************************************************************
 OL0299  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0299  DESIGNATION -  908 7023 WINDOW
 OL0299  PID         -  OL0299
 OL0299  STATE/COUNTY-  MI/MASON
 OL0299  USGS QUAD   -  
 OL0299
 OL0299                         *CURRENT SURVEY CONTROL
 OL0299  ___________________________________________________________________
 OL0299* NAD 83(1986)-  43 57 06.     (N)    086 26 28.     (W)     SCALED    
 OL0299* NAVD 88     -       189.057  (meters)     620.26   (feet)  ADJUSTED  
 OL0299  ___________________________________________________________________
 OL0299  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0299  DYNAMIC HT  -         189.025 (meters)     620.16  (feet)  COMP
 OL0299  MODELED GRAV-     980,444.0   (mgal)                       NAVD 88
 OL0299
 OL0299  VERT ORDER  -  FIRST     CLASS II
 OL0299
 OL0299.The horizontal coordinates were scaled from a topographic map and have
 OL0299.an estimated accuracy of +/- 6 seconds.
 OL0299
 OL0299.The orthometric height was determined by differential leveling
 OL0299.and adjusted by the National Geodetic Survey in June 1998..
 OL0299
 OL0299.This Tidal Bench Mark is designated as VM 13192
 OL0299.by the Center for Operational Oceanographic Products and Services.
 OL0299
 OL0299.The geoid height was determined by GEOID03.
 OL0299
 OL0299.The dynamic height is computed by dividing the NAVD 88
 OL0299.geopotential number by the normal gravity value computed on the
 OL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0299.degrees latitude (g = 980.6199 gals.).
 OL0299
 OL0299.The modeled gravity was interpolated from observed gravity values.
 OL0299
 OL0299;                    North         East    Units  Estimated Accuracy
 OL0299;SPC MI C     -    72,690.    5,833,490.      MT  (+/- 180 meters Scaled)
 OL0299
 OL0299                          SUPERSEDED SURVEY CONTROL
 OL0299
 OL0299  NAVD 88 (06/15/91)  189.053  (m)          620.25   (f) UNKNOWN     1 2
 OL0299
 OL0299.Superseded values are not recommended for survey control.
 OL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0299.See file dsdata.txt to determine how the superseded data were derived.
 OL0299
 OL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP448666(NAD 83)
 OL0299_MARKER: Q = CHISELED SQUARE
 OL0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OL0299_SP_SET: SANDSTONE WINDOW SILL
 OL0299_MARK LOGO: USLS  
 OL0299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0299+STABILITY: SURFACE MOTION
 OL0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0299+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 OL0299
 OL0299  HISTORY     - Date     Condition        Report By
 OL0299  HISTORY     - 1956     MONUMENTED       USLS
 OL0299  HISTORY     - 1984     GOOD             NGS
 OL0299  HISTORY     - 19910430 GOOD             NOS
 OL0299  HISTORY     - 19950726 GOOD             NOS
 OL0299  HISTORY     - 19950910 GOOD             USPSQD
 OL0299  HISTORY     - 20010815 GOOD             NGS
 OL0299  HISTORY     - 20010815 GOOD             NGS
 OL0299  HISTORY     - 20040424 GOOD             USPSQD
 OL0299
 OL0299                          STATION DESCRIPTION
 OL0299
 OL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0299'IN LUDINGTON.
 OL0299'IN LUDINGTON LOCATED AT THE NORTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0299'DANAHER STREETS, IS A ONE AND ONE-HALF INCH SQUARE FORMED BY THREE CUT
 OL0299'LINES IN THE SOUTH EDGE OF THE WINDOW SILL, ON TOP AND AT THE EAST
 OL0299'SIDE OF THE SANDSTONE WINDOW SILL OF THE EMANUEL LUTHERAN CHURCH,
 OL0299'13.71 METERS (45.0 FT) NORTH OF THE CENTERLINE OF DANAHER STREET, AND
 OL0299'1.09 METERS (3.6 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 OL0299'THE MARK IS 1.12 M ABOVE GROUND.
 OL0299
 OL0299                          STATION RECOVERY (1991)
 OL0299
 OL0299'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (CNC)
 OL0299'IN LUDINGTON LOCATED AT THE NORTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0299'DANAHER STREETS, IS A ONE AND ONE-HALF INCH SQUARE FORMED BY THREE CUT
 OL0299'LINES IN THE SOUTH EDGE OF THE WINDOW SILL, ON TOP AND AT THE EAST
 OL0299'SIDE OF THE SANDSTONE WINDOW SILL OF THE EMANUEL LUTHERAN CHURCH,
 OL0299'13.71 METERS (44.98 FT) NORTH OF THE CENTERLINE OF DANAHER STREET, AND
 OL0299'1.09 METERS (3.58 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 OL0299
 OL0299                          STATION RECOVERY (1995)
 OL0299
 OL0299'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0299'IN LUDINGTON LOCATED AT THE NORTHEAST CORNER OF SOUTH LAVINIA AND EAST
 OL0299'DANAHER STREETS, IS A ONE AND ONE-HALF INCH SQUARE FORMED BY THREE CUT
 OL0299'LINES IN THE SOUTH EDGE OF THE WINDOW SILL, ON TOP AND AT THE EAST
 OL0299'SIDE OF THE SANDSTONE WINDOW SILL OF THE EMANUEL LUTHERAN CHURCH,
 OL0299'13.71 METERS (44.98 FT) NORTH OF THE CENTERLINE OF DANAHER STREET, AND
 OL0299'1.09 METERS (3.58 FT) WEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 OL0299
 OL0299                          STATION RECOVERY (1995)
 OL0299
 OL0299'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0299'RECOVERED IN GOOD CONDITION.
 OL0299
 OL0299                          STATION RECOVERY (2001)
 OL0299
 OL0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0299'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0299
 OL0299                          STATION RECOVERY (2001)
 OL0299
 OL0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0299'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0299
 OL0299                          STATION RECOVERY (2004)
 OL0299
 OL0299'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0299'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0319 ***********************************************************************
 OL0319  DESIGNATION -  908 7025 HERLINE USLS
 OL0319  PID         -  OL0319
 OL0319  STATE/COUNTY-  MI/OCEANA
 OL0319  USGS QUAD   -  
 OL0319
 OL0319                         *CURRENT SURVEY CONTROL
 OL0319  ___________________________________________________________________
 OL0319* NAD 83(1986)-  43 46 53.     (N)    086 26 24.     (W)     SCALED    
 OL0319* NAVD 88     -       180.500  (meters)     592.19   (feet)  ADJUSTED  
 OL0319  ___________________________________________________________________
 OL0319  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0319  DYNAMIC HT  -         180.466 (meters)     592.08  (feet)  COMP
 OL0319  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 OL0319
 OL0319  VERT ORDER  -  FIRST     CLASS II
 OL0319
 OL0319.The horizontal coordinates were scaled from a topographic map and have
 OL0319.an estimated accuracy of +/- 6 seconds.
 OL0319
 OL0319.The orthometric height was determined by differential leveling
 OL0319.and adjusted by the National Geodetic Survey in June 1991..
 OL0319
 OL0319.The geoid height was determined by GEOID03.
 OL0319
 OL0319.The dynamic height is computed by dividing the NAVD 88
 OL0319.geopotential number by the normal gravity value computed on the
 OL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0319.degrees latitude (g = 980.6199 gals.).
 OL0319
 OL0319.The modeled gravity was interpolated from observed gravity values.
 OL0319
 OL0319;                    North         East    Units  Estimated Accuracy
 OL0319;SPC MI S     -   255,480.    3,833,110.      MT  (+/- 180 meters Scaled)
 OL0319
 OL0319                          SUPERSEDED SURVEY CONTROL
 OL0319
 OL0319.No superseded survey control is available for this station.
 OL0319
 OL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP450477(NAD 83)
 OL0319_MARKER: DD = SURVEY DISK
 OL0319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0319_SP_SET: FOUNDATION WALL
 OL0319_STAMPING: HERLINE 1943 LDK
 OL0319_MARK LOGO: USLS  
 OL0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0319+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0319
 OL0319  HISTORY     - Date     Condition        Report By
 OL0319  HISTORY     - 1943     MONUMENTED       USLS
 OL0319  HISTORY     - 1984     GOOD             NGS
 OL0319  HISTORY     - 19940821 GOOD             USPSQD
 OL0319  HISTORY     - 19950910 GOOD             USPSQD
 OL0319  HISTORY     - 20010928 GOOD             USPSQD
 OL0319  HISTORY     - 20020718 GOOD             USPSQD
 OL0319  HISTORY     - 20030720 GOOD             USPSQD
 OL0319
 OL0319                          STATION DESCRIPTION
 OL0319
 OL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0319'IN PENTWATER.
 OL0319'IN PENTWATER, LOCATED AT 539 WEST LOWELL STREET, AT THE FARRINGTON
 OL0319'COTTAGE, THE DISK IS SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 OL0319'FOUNDATION WALL ABOUT 0.9 METER (3.0 FT) ABOVE THE GROUND, ABOUT
 OL0319'0.46 METERS (1.5 FT) ABOVE A GAS METER, 21.33 METERS (70.0 FT) SOUTH
 OL0319'OF THE CENTERLINE OF LOWELL STREET, AND 0.42 METERS (1.4 FT) NORTH OF
 OL0319'THE SOUTHEAST CORNER OF THE COTTAGE.
 OL0319'THE MARK IS 1.0 M ABOVE LOWELL STREET.
 OL0319
 OL0319                          STATION RECOVERY (1994)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (1995)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (2001)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (2002)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0319'RECOVERED IN GOOD CONDITION.
 OL0319
 OL0319                          STATION RECOVERY (2003)
 OL0319
 OL0319'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0320 ***********************************************************************
 OL0320  DESIGNATION -  908 7025 LAWN USLS
 OL0320  PID         -  OL0320
 OL0320  STATE/COUNTY-  MI/OCEANA
 OL0320  USGS QUAD   -  
 OL0320
 OL0320                         *CURRENT SURVEY CONTROL
 OL0320  ___________________________________________________________________
 OL0320* NAD 83(1986)-  43 46 53.     (N)    086 26 24.     (W)     SCALED    
 OL0320* NAVD 88     -       178.458  (meters)     585.49   (feet)  ADJUSTED  
 OL0320  ___________________________________________________________________
 OL0320  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0320  DYNAMIC HT  -         178.424 (meters)     585.38  (feet)  COMP
 OL0320  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 OL0320
 OL0320  VERT ORDER  -  FIRST     CLASS II
 OL0320
 OL0320.The horizontal coordinates were scaled from a topographic map and have
 OL0320.an estimated accuracy of +/- 6 seconds.
 OL0320
 OL0320.The orthometric height was determined by differential leveling
 OL0320.and adjusted by the National Geodetic Survey in June 1991..
 OL0320
 OL0320.The geoid height was determined by GEOID03.
 OL0320
 OL0320.The dynamic height is computed by dividing the NAVD 88
 OL0320.geopotential number by the normal gravity value computed on the
 OL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0320.degrees latitude (g = 980.6199 gals.).
 OL0320
 OL0320.The modeled gravity was interpolated from observed gravity values.
 OL0320
 OL0320;                    North         East    Units  Estimated Accuracy
 OL0320;SPC MI S     -   255,480.    3,833,110.      MT  (+/- 180 meters Scaled)
 OL0320
 OL0320                          SUPERSEDED SURVEY CONTROL
 OL0320
 OL0320.No superseded survey control is available for this station.
 OL0320
 OL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP450477(NAD 83)
 OL0320_MARKER: I = METAL ROD
 OL0320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OL0320+WITH SETTING: INFORMATION.
 OL0320_SP_SET: SHALLOW SET METAL ROD
 OL0320_MARK LOGO: USLS  
 OL0320_PROJECTION: RECESSED 76 CENTIMETERS
 OL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0320+STABILITY: SURFACE MOTION
 OL0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0320+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0320_ROD/PIPE-DEPTH: 2.10 meters
 OL0320
 OL0320  HISTORY     - Date     Condition        Report By
 OL0320  HISTORY     - 1943     MONUMENTED       USLS
 OL0320  HISTORY     - 1984     GOOD             NGS
 OL0320  HISTORY     - 19940821 GOOD             USPSQD
 OL0320  HISTORY     - 19950910 GOOD             USPSQD
 OL0320  HISTORY     - 20010928 GOOD             USPSQD
 OL0320  HISTORY     - 20020718 GOOD             USPSQD
 OL0320  HISTORY     - 20030720 GOOD             USPSQD
 OL0320
 OL0320                          STATION DESCRIPTION
 OL0320
 OL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0320'IN PENTWATER.
 OL0320'IN PENTWATER, LOCATED AT THE NORTHWEST CORNER OF A 1.21 METERS
 OL0320'(4.0 FT) HIGH CHAIN LINK FENCE AROUND THE CITY PARK, AT 539 WEST
 OL0320'LOWELL STREET, ABOUT 0.76 METERS (2.5 FT) UNDERGROUND, MARK IS A 1
 OL0320'INCH SQUARE ROD 2.1 METERS (7.0 FT) LONG, 24.38 METERS (80.0 FT) SOUTH
 OL0320'OF THE CENTERLINE OF LOWELL STREET, 15.42 METERS (50.6 FT)
 OL0320'EAST-NORTHEAST OF BENCH MARK HERLINE, 2.71 METERS (8.9 FT) WEST OF A
 OL0320'24 INCH DIAMETER MAPLE TREE, 1.00 METER (3.3 FT) NORTHEAST OF A CHAIN
 OL0320'LINK CORNER FENCE POST, AND 0.79 METERS (2.6 FT) NORTH OF THE FENCE.
 OL0320'THE MARK IS ABOVE LEVEL WITH LOWELL STREET.
 OL0320
 OL0320                          STATION RECOVERY (1994)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (1995)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (2001)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (2002)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0320'RECOVERED IN GOOD CONDITION.
 OL0320
 OL0320                          STATION RECOVERY (2003)
 OL0320
 OL0320'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0316 ***********************************************************************
 OL0316  DESIGNATION -  908 7025 NICK USLS
 OL0316  PID         -  OL0316
 OL0316  STATE/COUNTY-  MI/OCEANA
 OL0316  USGS QUAD   -  
 OL0316
 OL0316                         *CURRENT SURVEY CONTROL
 OL0316  ___________________________________________________________________
 OL0316* NAD 83(1986)-  43 46 54.     (N)    086 26 10.     (W)     SCALED    
 OL0316* NAVD 88     -       182.763  (meters)     599.61   (feet)  ADJUSTED  
 OL0316  ___________________________________________________________________
 OL0316  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0316  DYNAMIC HT  -         182.729 (meters)     599.50  (feet)  COMP
 OL0316  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 OL0316
 OL0316  VERT ORDER  -  FIRST     CLASS II
 OL0316
 OL0316.The horizontal coordinates were scaled from a topographic map and have
 OL0316.an estimated accuracy of +/- 6 seconds.
 OL0316
 OL0316.The orthometric height was determined by differential leveling
 OL0316.and adjusted by the National Geodetic Survey in June 1991..
 OL0316
 OL0316.The geoid height was determined by GEOID03.
 OL0316
 OL0316.The dynamic height is computed by dividing the NAVD 88
 OL0316.geopotential number by the normal gravity value computed on the
 OL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0316.degrees latitude (g = 980.6199 gals.).
 OL0316
 OL0316.The modeled gravity was interpolated from observed gravity values.
 OL0316
 OL0316;                    North         East    Units  Estimated Accuracy
 OL0316;SPC MI S     -   255,500.    3,833,420.      MT  (+/- 180 meters Scaled)
 OL0316
 OL0316                          SUPERSEDED SURVEY CONTROL
 OL0316
 OL0316.No superseded survey control is available for this station.
 OL0316
 OL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453477(NAD 83)
 OL0316_MARKER: Q = CHISELED SQUARE
 OL0316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0316_SP_SET: CONCRETE WINDOW SILL
 OL0316_MARK LOGO: USLS  
 OL0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0316+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0316
 OL0316  HISTORY     - Date     Condition        Report By
 OL0316  HISTORY     - 1949     MONUMENTED       USLS
 OL0316  HISTORY     - 1984     GOOD             NGS
 OL0316  HISTORY     - 19940821 GOOD             USPSQD
 OL0316  HISTORY     - 19950910 GOOD             USPSQD
 OL0316  HISTORY     - 20010928 GOOD             USPSQD
 OL0316  HISTORY     - 20020718 GOOD             USPSQD
 OL0316  HISTORY     - 20030720 GOOD             USPSQD
 OL0316
 OL0316                          STATION DESCRIPTION
 OL0316
 OL0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0316'IN PENTWATER.
 OL0316'IN PENTWATER, LOCATED ON WEST LOWEL STREET ON THE NORTH SIDE OF THE
 OL0316'STREET, A ONE INCH SQUARE FORMED BY TWO CHISEL MARKS, AT THE SOUTH AND
 OL0316'EAST EDGES OF A CONCRETE WINDOW SILL AT THE SOUTHEAST CORNER OF A
 OL0316'CONCRETE BLOCK HOUSE, ABOUT 50.29 METERS (165.0 FT) SOUTH OF THE
 OL0316'NICKERSON INN, 19.08 METERS (62.6 FT) NORTH OF THE CENTERLINE OF
 OL0316'LOWELL STREET, 9.32 METERS (30.6 FT) WEST OF THE WEST EDGE OF A
 OL0316'NORTH-SOUTH SIDEWALK LEADING TO THE INN, AND 0.42 METERS (1.4 FT)
 OL0316'NORTH OF THE SOUTHEAST CORNER OF THE HOUSE.
 OL0316'THE MARK IS 0.6 M ABOVE GROUND.
 OL0316
 OL0316                          STATION RECOVERY (1994)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (1995)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2001)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2002)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0316'RECOVERED IN GOOD CONDITION.
 OL0316
 OL0316                          STATION RECOVERY (2003)
 OL0316
 OL0316'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0318 ***********************************************************************
 OL0318  DESIGNATION -  908 7025 PRIVATE USE
 OL0318  PID         -  OL0318
 OL0318  STATE/COUNTY-  MI/OCEANA
 OL0318  USGS QUAD   -  
 OL0318
 OL0318                         *CURRENT SURVEY CONTROL
 OL0318  ___________________________________________________________________
 OL0318* NAD 83(1986)-  43 46 49.     (N)    086 26 11.     (W)     SCALED    
 OL0318* NAVD 88     -       177.897  (meters)     583.65   (feet)  ADJUSTED  
 OL0318  ___________________________________________________________________
 OL0318  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0318  DYNAMIC HT  -         177.863 (meters)     583.54  (feet)  COMP
 OL0318  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OL0318
 OL0318  VERT ORDER  -  FIRST     CLASS II
 OL0318
 OL0318.The horizontal coordinates were scaled from a topographic map and have
 OL0318.an estimated accuracy of +/- 6 seconds.
 OL0318
 OL0318.The orthometric height was determined by differential leveling
 OL0318.and adjusted by the National Geodetic Survey in June 1991..
 OL0318
 OL0318.The geoid height was determined by GEOID03.
 OL0318
 OL0318.The dynamic height is computed by dividing the NAVD 88
 OL0318.geopotential number by the normal gravity value computed on the
 OL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0318.degrees latitude (g = 980.6199 gals.).
 OL0318
 OL0318.The modeled gravity was interpolated from observed gravity values.
 OL0318
 OL0318;                    North         East    Units  Estimated Accuracy
 OL0318;SPC MI S     -   255,350.    3,833,400.      MT  (+/- 180 meters Scaled)
 OL0318
 OL0318                          SUPERSEDED SURVEY CONTROL
 OL0318
 OL0318.No superseded survey control is available for this station.
 OL0318
 OL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453476(NAD 83)
 OL0318_MARKER: DD = SURVEY DISK
 OL0318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0318_SP_SET: RETAINING WALL
 OL0318_STAMPING: PRIVATE 1965 U.S. LAKE SURVEY
 OL0318_MARK LOGO: USE   
 OL0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0318+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0318
 OL0318  HISTORY     - Date     Condition        Report By
 OL0318  HISTORY     - 1969     MONUMENTED       USE
 OL0318  HISTORY     - 1984     GOOD             NGS
 OL0318  HISTORY     - 19940821 GOOD             USPSQD
 OL0318  HISTORY     - 19950910 GOOD             USPSQD
 OL0318  HISTORY     - 20010928 GOOD             USPSQD
 OL0318  HISTORY     - 20020718 GOOD             USPSQD
 OL0318  HISTORY     - 20030720 GOOD             USPSQD
 OL0318
 OL0318                          STATION DESCRIPTION
 OL0318
 OL0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0318'IN PENTWATER.
 OL0318'IN PENTWATER, 0.2 KM (0.15 MI) WEST ALONG LOWELL STREET FROM THE
 OL0318'INTERSECTION OF HANCOCK STREET WHICH IS ONE BLOCK NORTH OF THE POST
 OL0318'OFFICE, THENCE 0.2 KM (0.1 MI) SOUTH-SOUTHWEST ALONG BRIDGE STREET TO
 OL0318'ITS END, AT THE EAST-WEST WALL (NORTH WALL OF THE ENTRANCE CHANNEL)
 OL0318'FROM LAKE MICHIGAN TO THE PENTWATER LAKE, SET IN TOP OF THE RETAINING
 OL0318'WALL ABOUT 4.96 METERS (16.3 FT) WEST OF THE EAST END, 50.29 METERS
 OL0318'(165.0 FT) EAST-SOUTHEAST OF AN EXTENDED CENTERLINE OF BRIDGE STREET,
 OL0318'0.51 METERS (1.7 FT) NORTH-NORTHEAST OF THE SOUTH-SOUTHWEST EDGE OF
 OL0318'THE RETAINING WALL, AND 0.12 METERS (0.4 FT) SOUTH-SOUTHWEST OF THE
 OL0318'NORTH-NORTHEAST EDGE OF THE RETAINING WALL.
 OL0318'THE MARK IS 0.76 M ABOVE WATER LEVEL.
 OL0318
 OL0318                          STATION RECOVERY (1994)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (1995)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (2001)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0318'33 FEET FROM FLAGPOLE IN CHANNEL LANE PARK.
 OL0318
 OL0318                          STATION RECOVERY (2002)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0318'RECOVERED IN GOOD CONDITION.
 OL0318
 OL0318                          STATION RECOVERY (2003)
 OL0318
 OL0318'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0315 ***********************************************************************
 OL0315  DESIGNATION -  908 7025 WL 210 USLS
 OL0315  PID         -  OL0315
 OL0315  STATE/COUNTY-  MI/OCEANA
 OL0315  USGS QUAD   -  
 OL0315
 OL0315                         *CURRENT SURVEY CONTROL
 OL0315  ___________________________________________________________________
 OL0315* NAD 83(1986)-  43 46 51.     (N)    086 25 58.     (W)     SCALED    
 OL0315* NAVD 88     -       185.036  (meters)     607.07   (feet)  ADJUSTED  
 OL0315  ___________________________________________________________________
 OL0315  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OL0315  DYNAMIC HT  -         185.001 (meters)     606.96  (feet)  COMP
 OL0315  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OL0315
 OL0315  VERT ORDER  -  FIRST     CLASS II
 OL0315
 OL0315.The horizontal coordinates were scaled from a topographic map and have
 OL0315.an estimated accuracy of +/- 6 seconds.
 OL0315
 OL0315.The orthometric height was determined by differential leveling
 OL0315.and adjusted by the National Geodetic Survey in June 1991..
 OL0315
 OL0315.The geoid height was determined by GEOID03.
 OL0315
 OL0315.The dynamic height is computed by dividing the NAVD 88
 OL0315.geopotential number by the normal gravity value computed on the
 OL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0315.degrees latitude (g = 980.6199 gals.).
 OL0315
 OL0315.The modeled gravity was interpolated from observed gravity values.
 OL0315
 OL0315;                    North         East    Units  Estimated Accuracy
 OL0315;SPC MI S     -   255,400.    3,833,690.      MT  (+/- 180 meters Scaled)
 OL0315
 OL0315                          SUPERSEDED SURVEY CONTROL
 OL0315
 OL0315.No superseded survey control is available for this station.
 OL0315
 OL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP456476(NAD 83)
 OL0315_MARKER: DD = SURVEY DISK
 OL0315_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0315_SP_SET: FOUNDATION WALL OF CHURCH
 OL0315_STAMPING: WL 210 1935 HFL
 OL0315_MARK LOGO: USLS  
 OL0315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0315+STABILITY: POSITION/ELEVATION WELL
 OL0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0315+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0315
 OL0315  HISTORY     - Date     Condition        Report By
 OL0315  HISTORY     - 1935     MONUMENTED       USLS
 OL0315  HISTORY     - 1984     GOOD             NGS
 OL0315  HISTORY     - 19940821 GOOD             USPSQD
 OL0315  HISTORY     - 19950910 GOOD             USPSQD
 OL0315  HISTORY     - 20010928 GOOD             USPSQD
 OL0315  HISTORY     - 20020718 GOOD             USPSQD
 OL0315  HISTORY     - 20030720 GOOD             USPSQD
 OL0315
 OL0315                          STATION DESCRIPTION
 OL0315
 OL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0315'IN PENTWATER.
 OL0315'IN PENTWATER, THE MARK IS LOCATED AT THE NORTHEAST CORNER OF HANCOCK
 OL0315'AND FIRST STREETS, THE DISK IS SET VERTICALLY IN THE WEST FACE OF THE
 OL0315'METHODIST EPISCOPAL CHURCH, ABOUT 1.21 METERS (4.0 FT) ABOVE THE
 OL0315'GROUND, 0.94 METERS (3.1 FT) SOUTH OF THE SOUTHERNMOST WINDOW, AND
 OL0315'0.91 METERS (3.0 FT) NORTH OF THE NORTH FACE OF THE WEST PORCH
 OL0315'ENTRANCE OFFSET.
 OL0315'THE MARK IS 1.52 M ABOVE HANCOCK STREET.
 OL0315
 OL0315                          STATION RECOVERY (1994)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (1995)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2001)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2002)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2002 (DKS)
 OL0315'RECOVERED IN GOOD CONDITION.
 OL0315
 OL0315                          STATION RECOVERY (2003)
 OL0315
 OL0315'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0362 ***********************************************************************
 OL0362  DESIGNATION -  908 7028 BUCK USLS
 OL0362  PID         -  OL0362
 OL0362  STATE/COUNTY-  MI/MUSKEGON
 OL0362  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0362
 OL0362                         *CURRENT SURVEY CONTROL
 OL0362  ___________________________________________________________________
 OL0362* NAD 83(1986)-  43 13 34.     (N)    086 20 04.     (W)     SCALED    
 OL0362* NAVD 88     -       179.338  (meters)     588.38   (feet)  ADJUSTED  
 OL0362  ___________________________________________________________________
 OL0362  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 OL0362  DYNAMIC HT  -         179.301 (meters)     588.26  (feet)  COMP
 OL0362  MODELED GRAV-     980,409.3   (mgal)                       NAVD 88
 OL0362
 OL0362  VERT ORDER  -  FIRST     CLASS II
 OL0362
 OL0362.The horizontal coordinates were scaled from a topographic map and have
 OL0362.an estimated accuracy of +/- 6 seconds.
 OL0362
 OL0362.The orthometric height was determined by differential leveling
 OL0362.and adjusted by the National Geodetic Survey in June 1991..
 OL0362
 OL0362.The geoid height was determined by GEOID03.
 OL0362
 OL0362.The dynamic height is computed by dividing the NAVD 88
 OL0362.geopotential number by the normal gravity value computed on the
 OL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0362.degrees latitude (g = 980.6199 gals.).
 OL0362
 OL0362.The modeled gravity was interpolated from observed gravity values.
 OL0362
 OL0362;                    North         East    Units  Estimated Accuracy
 OL0362;SPC MI S     -   193,600.    3,840,160.      MT  (+/- 180 meters Scaled)
 OL0362
 OL0362                          SUPERSEDED SURVEY CONTROL
 OL0362
 OL0362.No superseded survey control is available for this station.
 OL0362
 OL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN540861(NAD 83)
 OL0362_MARKER: I = METAL ROD
 OL0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0362_SP_SET: STAINLESS STEEL ROD
 OL0362_MARK LOGO: USLS  
 OL0362_PROJECTION: RECESSED 46 CENTIMETERS
 OL0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0362+STABILITY: SURFACE MOTION
 OL0362_ROD/PIPE-DEPTH: 3.0  meters
 OL0362
 OL0362  HISTORY     - Date     Condition        Report By
 OL0362  HISTORY     - 1956     MONUMENTED       USLS
 OL0362  HISTORY     - 1984     GOOD             NGS
 OL0362  HISTORY     - 19920512 GOOD             USPSQD
 OL0362  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 OL0362
 OL0362                          STATION DESCRIPTION
 OL0362
 OL0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0362'IN MUSKEGON.
 OL0362'IN MUSKEGON, LOCATED SOUTH OF THE MUSKEGON LAKE ENTRANCE CHANNEL, NEAR
 OL0362'THE NORTH END OF PERE MARQUETTE PARK ON THE NORTH SIDE OF THE STREET,
 OL0362'AT 3692 SIMPSON AVENUE, SET IN THE TOP OF A 1 INCH DIAMETER STEEL ROD,
 OL0362'3.04 METERS (10.0 FT) LONG AND ABOUT 0.46 METERS (1.5 FT) UNDERGROUND,
 OL0362'79.24 METERS (260.0 FT) EAST OF THE CENTER OF BEACH STREET,
 OL0362'5.82 METERS (19.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE,
 OL0362'AT 3692 SIMPSON AVENUE, 0.27 METERS (0.9 FT) SOUTH OF A POWERLINE
 OL0362'POLE, AND 0.18 METERS (0.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 OL0362'THE MARK IS 0.3 M BELOW SIMPSON AVENUE.
 OL0362
 OL0362                          STATION RECOVERY (1992)
 OL0362
 OL0362'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0362'RECOVERED IN GOOD CONDITION.
 OL0362
 OL0362                          STATION RECOVERY (1994)
 OL0362
 OL0362'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0366 ***********************************************************************
 OL0366  DESIGNATION -  908 7028 COAST GUARD A
 OL0366  PID         -  OL0366
 OL0366  STATE/COUNTY-  MI/MUSKEGON
 OL0366  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0366
 OL0366                         *CURRENT SURVEY CONTROL
 OL0366  ___________________________________________________________________
 OL0366* NAD 83(1986)-  43 13 38.     (N)    086 20 20.     (W)     SCALED    
 OL0366* NAVD 88     -       179.088  (meters)     587.56   (feet)  ADJUSTED  
 OL0366  ___________________________________________________________________
 OL0366  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 OL0366  DYNAMIC HT  -         179.051 (meters)     587.44  (feet)  COMP
 OL0366  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 OL0366
 OL0366  VERT ORDER  -  FIRST     CLASS II
 OL0366
 OL0366.The horizontal coordinates were scaled from a topographic map and have
 OL0366.an estimated accuracy of +/- 6 seconds.
 OL0366
 OL0366.The orthometric height was determined by differential leveling
 OL0366.and adjusted by the National Geodetic Survey in June 1991..
 OL0366
 OL0366.The geoid height was determined by GEOID03.
 OL0366
 OL0366.The dynamic height is computed by dividing the NAVD 88
 OL0366.geopotential number by the normal gravity value computed on the
 OL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0366.degrees latitude (g = 980.6199 gals.).
 OL0366
 OL0366.The modeled gravity was interpolated from observed gravity values.
 OL0366
 OL0366;                    North         East    Units  Estimated Accuracy
 OL0366;SPC MI S     -   193,730.    3,839,800.      MT  (+/- 180 meters Scaled)
 OL0366
 OL0366                          SUPERSEDED SURVEY CONTROL
 OL0366
 OL0366.No superseded survey control is available for this station.
 OL0366
 OL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN536862(NAD 83)
 OL0366_MARKER: DD = SURVEY DISK
 OL0366_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0366_SP_SET: FOUNDATION WALL
 OL0366_STAMPING: COAST GUARD A 1959 U.S. LAKE SURVEY CBF
 OL0366_MARK LOGO: USLS  
 OL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0366
 OL0366  HISTORY     - Date     Condition        Report By
 OL0366  HISTORY     - 1959     MONUMENTED       USLS
 OL0366  HISTORY     - 1984     GOOD             NGS
 OL0366  HISTORY     - 19920512 GOOD             USPSQD
 OL0366  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OL0366
 OL0366                          STATION DESCRIPTION
 OL0366
 OL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0366'IN MUSKEGON.
 OL0366'IN MUSKEGON, LOCATED ON THE PROPERTY OF THE MUSKEGON COAST GUARD, AT
 OL0366'THE STATION HOUSE, SET VERTICALLY IN THE EAST FACE OF THE STATION
 OL0366'HOUSE FOUNDATION WALL, ABOUT 1.06 METERS (3.5 FT) ABOVE THE GROUND,
 OL0366'5.24 METERS (17.2 FT) WEST OF THE WEST RETAINING WALL OF THE COAST
 OL0366'GUARD HARBOR, AND 0.73 METERS (2.4 FT) SOUTH OF THE NORTH CORNER OF
 OL0366'THE COAST GUARD STATION HOUSE.
 OL0366'THE MARK IS 0.6 M ABOVE WEST RETAINING WAL.
 OL0366
 OL0366                          STATION RECOVERY (1992)
 OL0366
 OL0366'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0366'RECOVERED IN GOOD CONDITION.
 OL0366
 OL0366                          STATION RECOVERY (1994)
 OL0366
 OL0366'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0365 ***********************************************************************
 OL0365  DESIGNATION -  908 7028 FLAGPOLE USLS
 OL0365  PID         -  OL0365
 OL0365  STATE/COUNTY-  MI/MUSKEGON
 OL0365  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0365
 OL0365                         *CURRENT SURVEY CONTROL
 OL0365  ___________________________________________________________________
 OL0365* NAD 83(1986)-  43 13 38.     (N)    086 20 20.     (W)     SCALED    
 OL0365* NAVD 88     -       178.353  (meters)     585.15   (feet)  ADJUSTED  
 OL0365  ___________________________________________________________________
 OL0365  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 OL0365  DYNAMIC HT  -         178.316 (meters)     585.03  (feet)  COMP
 OL0365  MODELED GRAV-     980,409.6   (mgal)                       NAVD 88
 OL0365
 OL0365  VERT ORDER  -  FIRST     CLASS II
 OL0365
 OL0365.The horizontal coordinates were scaled from a topographic map and have
 OL0365.an estimated accuracy of +/- 6 seconds.
 OL0365
 OL0365.The orthometric height was determined by differential leveling
 OL0365.and adjusted by the National Geodetic Survey in June 1991..
 OL0365
 OL0365.The geoid height was determined by GEOID03.
 OL0365
 OL0365.The dynamic height is computed by dividing the NAVD 88
 OL0365.geopotential number by the normal gravity value computed on the
 OL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0365.degrees latitude (g = 980.6199 gals.).
 OL0365
 OL0365.The modeled gravity was interpolated from observed gravity values.
 OL0365
 OL0365;                    North         East    Units  Estimated Accuracy
 OL0365;SPC MI S     -   193,730.    3,839,800.      MT  (+/- 180 meters Scaled)
 OL0365
 OL0365                          SUPERSEDED SURVEY CONTROL
 OL0365
 OL0365.No superseded survey control is available for this station.
 OL0365
 OL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN536862(NAD 83)
 OL0365_MARKER: DD = SURVEY DISK
 OL0365_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OL0365_SP_SET: CONCRETE SIDEWALK
 OL0365_STAMPING: FLAGPOLE 1940 LDK
 OL0365_MARK LOGO: USLS  
 OL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0365+STABILITY: SURFACE MOTION
 OL0365
 OL0365  HISTORY     - Date     Condition        Report By
 OL0365  HISTORY     - 1940     MONUMENTED       USLS
 OL0365  HISTORY     - 1984     GOOD             NGS
 OL0365  HISTORY     - 19920512 GOOD             USPSQD
 OL0365  HISTORY     - 19940721 MARK NOT FOUND   USPSQD
 OL0365
 OL0365                          STATION DESCRIPTION
 OL0365
 OL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0365'IN MUSKEGON.
 OL0365'IN MUSKEGON, LOCATED ON THE PROPERTY OF THE MUSKEGON COAST GUARD, AT
 OL0365'THE NORTH END OF PERE MARQUETTE PARK, SET IN TOP OF AN 18 INCH WIDE
 OL0365'CONCRETE SIDEWALK AROUND THE BASE OF THE FLAG POLE TOWER AND IS LEVEL
 OL0365'WITH THE GROUND, 8.90 METERS (29.2 FT) WEST OF THE WEST FACE OF THE
 OL0365'COAST GUARD STATION HOUSE, AND 0.90 METERS (0.3 FT) SOUTHEAST OF THE
 OL0365'SOUTHEAST LEG OF THE FLAG POLE TOWER.
 OL0365
 OL0365                          STATION RECOVERY (1992)
 OL0365
 OL0365'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0365'RECOVERED IN GOOD CONDITION.
 OL0365
 OL0365                          STATION RECOVERY (1994)
 OL0365
 OL0365'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0357 ***********************************************************************
 OL0357  DESIGNATION -  908 7028 MU 1 USLS
 OL0357  PID         -  OL0357
 OL0357  STATE/COUNTY-  MI/MUSKEGON
 OL0357  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0357
 OL0357                         *CURRENT SURVEY CONTROL
 OL0357  ___________________________________________________________________
 OL0357* NAD 83(1986)-  43 14 01.     (N)    086 15 25.     (W)     SCALED    
 OL0357* NAVD 88     -       179.983  (meters)     590.49   (feet)  ADJUSTED  
 OL0357  ___________________________________________________________________
 OL0357  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 OL0357  DYNAMIC HT  -         179.945 (meters)     590.37  (feet)  COMP
 OL0357  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 OL0357
 OL0357  VERT ORDER  -  FIRST     CLASS II
 OL0357
 OL0357.The horizontal coordinates were scaled from a topographic map and have
 OL0357.an estimated accuracy of +/- 6 seconds.
 OL0357
 OL0357.The orthometric height was determined by differential leveling
 OL0357.and adjusted by the National Geodetic Survey in June 1991..
 OL0357
 OL0357.The geoid height was determined by GEOID03.
 OL0357
 OL0357.The dynamic height is computed by dividing the NAVD 88
 OL0357.geopotential number by the normal gravity value computed on the
 OL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0357.degrees latitude (g = 980.6199 gals.).
 OL0357
 OL0357.The modeled gravity was interpolated from observed gravity values.
 OL0357
 OL0357;                    North         East    Units  Estimated Accuracy
 OL0357;SPC MI S     -   194,290.    3,846,480.      MT  (+/- 180 meters Scaled)
 OL0357
 OL0357                          SUPERSEDED SURVEY CONTROL
 OL0357
 OL0357.No superseded survey control is available for this station.
 OL0357
 OL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN603870(NAD 83)
 OL0357_MARKER: DD = SURVEY DISK
 OL0357_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0357_SP_SET: FOUNDATION WALL
 OL0357_STAMPING: MU 1 1942 MCK
 OL0357_MARK LOGO: USLS  
 OL0357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0357+STABILITY: POSITION/ELEVATION WELL
 OL0357
 OL0357  HISTORY     - Date     Condition        Report By
 OL0357  HISTORY     - 1942     MONUMENTED       USLS
 OL0357  HISTORY     - 1984     GOOD             NGS
 OL0357  HISTORY     - 19920812 GOOD             USPSQD
 OL0357  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OL0357
 OL0357                          STATION DESCRIPTION
 OL0357
 OL0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0357'IN MUSKEGON.
 OL0357'LOCATED ON THE NORTHEAST SIDE OF MART STREET, ABOUT 80.7 METERS
 OL0357'(265.0 FT) NORTHWEST OF THE INTERSECTION OF WESTERN AVENUE IN
 OL0357'MUSKEGON, SET VERTICALLY IN THE SOUTHWEST FACE OF THE FIVE STORY BRICK
 OL0357'BUILDING (KNOWN AS THE AMAZON BUILDING), ABOUT 1.0 METER (3.3 FT)
 OL0357'ABOVE THE GROUND, 9.90 METERS (32.5 FT) NORTHEAST OF THE CENTER OF
 OL0357'MART STREET, AND 4.26 METERS (14.0 FT) SOUTHEAST OF THE WEST CORNER OF
 OL0357'THE BUILDING.
 OL0357'THE MARK IS 1.12 M ABOVE MART STREET.
 OL0357
 OL0357                          STATION RECOVERY (1992)
 OL0357
 OL0357'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0357'RECOVERED IN GOOD CONDITION.
 OL0357
 OL0357                          STATION RECOVERY (1994)
 OL0357
 OL0357'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0357'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0356 ***********************************************************************
 OL0356  DESIGNATION -  908 7028 MU 2 USLS
 OL0356  PID         -  OL0356
 OL0356  STATE/COUNTY-  MI/MUSKEGON
 OL0356  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0356
 OL0356                         *CURRENT SURVEY CONTROL
 OL0356  ___________________________________________________________________
 OL0356* NAD 83(1986)-  43 14 04.     (N)    086 15 23.     (W)     SCALED    
 OL0356* NAVD 88     -       180.470  (meters)     592.09   (feet)  ADJUSTED  
 OL0356  ___________________________________________________________________
 OL0356  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 OL0356  DYNAMIC HT  -         180.432 (meters)     591.97  (feet)  COMP
 OL0356  MODELED GRAV-     980,405.9   (mgal)                       NAVD 88
 OL0356
 OL0356  VERT ORDER  -  FIRST     CLASS II
 OL0356
 OL0356.The horizontal coordinates were scaled from a topographic map and have
 OL0356.an estimated accuracy of +/- 6 seconds.
 OL0356
 OL0356.The orthometric height was determined by differential leveling
 OL0356.and adjusted by the National Geodetic Survey in June 1991..
 OL0356
 OL0356.The geoid height was determined by GEOID03.
 OL0356
 OL0356.The dynamic height is computed by dividing the NAVD 88
 OL0356.geopotential number by the normal gravity value computed on the
 OL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0356.degrees latitude (g = 980.6199 gals.).
 OL0356
 OL0356.The modeled gravity was interpolated from observed gravity values.
 OL0356
 OL0356;                    North         East    Units  Estimated Accuracy
 OL0356;SPC MI S     -   194,380.    3,846,520.      MT  (+/- 180 meters Scaled)
 OL0356
 OL0356                          SUPERSEDED SURVEY CONTROL
 OL0356
 OL0356.No superseded survey control is available for this station.
 OL0356
 OL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN603871(NAD 83)
 OL0356_MARKER: DD = SURVEY DISK
 OL0356_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0356_SP_SET: FOUNDATION WALL
 OL0356_STAMPING: MU 2 1942
 OL0356_MARK LOGO: USLS  
 OL0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0356+STABILITY: POSITION/ELEVATION WELL
 OL0356
 OL0356  HISTORY     - Date     Condition        Report By
 OL0356  HISTORY     - 1942     MONUMENTED       USLS
 OL0356  HISTORY     - 1984     GOOD             NGS
 OL0356  HISTORY     - 19920812 GOOD             USPSQD
 OL0356  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OL0356
 OL0356                          STATION DESCRIPTION
 OL0356
 OL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0356'IN MUSKEGON.
 OL0356'LOCATED ON THE NORTHWEST SIDE OF A ONE STORY BRICK BUILDING, ABOUT
 OL0356'102.10 METERS (335.0 FT) NORTHWEST OF WESTERN AVENUE BETWEEN FOURTH
 OL0356'AND FIFTH STREETS, SET VERTICALLY IN THE NORTHWEST FACE 7.8 METERS
 OL0356'(2.5 FT) NORTHEAST OF THE WEST CORNER OF THE RED BRICK BUILDING
 OL0356'(CONVENTION HALL), ABOUT 1.46 METERS (4.8 FT) ABOVE GROUND LEVEL,
 OL0356'32.06 METERS (105.2 FT) SOUTHWEST OF THE WEST CORNER OF THE L.C.
 OL0356'WALKER SPORTS ARENA, AND 12.13 METERS (39.8 FT) SOUTHEAST OF THE
 OL0356'SOUTHEAST RAIL OF THE SOUTH ONE OF TWO TRACKS.
 OL0356'THE MARK IS 1.46 M ABOVE GROUND.
 OL0356
 OL0356                          STATION RECOVERY (1992)
 OL0356
 OL0356'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0356'RECOVERED IN GOOD CONDITION.
 OL0356
 OL0356                          STATION RECOVERY (1994)
 OL0356
 OL0356'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0364 ***********************************************************************
 OL0364  DESIGNATION -  908 7028 TRAILERS USLS
 OL0364  PID         -  OL0364
 OL0364  STATE/COUNTY-  MI/MUSKEGON
 OL0364  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0364
 OL0364                         *CURRENT SURVEY CONTROL
 OL0364  ___________________________________________________________________
 OL0364* NAD 83(1986)-  43 13 37.     (N)    086 20 10.     (W)     SCALED    
 OL0364* NAVD 88     -       179.654  (meters)     589.41   (feet)  ADJUSTED  
 OL0364  ___________________________________________________________________
 OL0364  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 OL0364  DYNAMIC HT  -         179.617 (meters)     589.29  (feet)  COMP
 OL0364  MODELED GRAV-     980,409.4   (mgal)                       NAVD 88
 OL0364
 OL0364  VERT ORDER  -  FIRST     CLASS II
 OL0364
 OL0364.The horizontal coordinates were scaled from a topographic map and have
 OL0364.an estimated accuracy of +/- 6 seconds.
 OL0364
 OL0364.The orthometric height was determined by differential leveling
 OL0364.and adjusted by the National Geodetic Survey in June 1991..
 OL0364
 OL0364.The geoid height was determined by GEOID03.
 OL0364
 OL0364.The dynamic height is computed by dividing the NAVD 88
 OL0364.geopotential number by the normal gravity value computed on the
 OL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0364.degrees latitude (g = 980.6199 gals.).
 OL0364
 OL0364.The modeled gravity was interpolated from observed gravity values.
 OL0364
 OL0364;                    North         East    Units  Estimated Accuracy
 OL0364;SPC MI S     -   193,700.    3,840,030.      MT  (+/- 180 meters Scaled)
 OL0364
 OL0364                          SUPERSEDED SURVEY CONTROL
 OL0364
 OL0364.No superseded survey control is available for this station.
 OL0364
 OL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN539862(NAD 83)
 OL0364_MARKER: Q = CHISELED SQUARE
 OL0364_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0364_SP_SET: WINDOW SILL
 OL0364_MARK LOGO: USLS  
 OL0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0364
 OL0364  HISTORY     - Date     Condition        Report By
 OL0364  HISTORY     - 1949     MONUMENTED       USLS
 OL0364  HISTORY     - 1984     POOR             NGS
 OL0364  HISTORY     - 19920501 MARK NOT FOUND   USPSQD
 OL0364
 OL0364                          STATION DESCRIPTION
 OL0364
 OL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0364'IN MUSKEGON.
 OL0364'FOUNDATION WALL CRACKING ON THE BUILDING.  IN MUSKEGON, LOCATED AT THE
 OL0364'INTERSECTION OF WATSON AVENUE AND BEACH STREET, NEAR THE NORTH END OF
 OL0364'PERE MARQUETTE PARK, MARK IS A 1 INCH SQUARE FORMED BY THREE CHISEL
 OL0364'MARKS, AT THE EDGE OF THE CONCRETE WINDOW SILL ON THE WEST SIDE OF A
 OL0364'SMALL BRICK BUILDING USED AS A STORAGE BUILDING, 30.48 METERS
 OL0364'(100.0 FT) WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF WATSON
 OL0364'AVENUE AND BEACH STREET, AND 0.30 METERS (1.0 FT) NORTH OF THE SOUTH
 OL0364'END OF THE WINDOW SILL.
 OL0364'THE MARK IS 0.76 M ABOVE SIDEWALK.
 OL0364
 OL0364                          STATION RECOVERY (1992)
 OL0364
 OL0364'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0363 ***********************************************************************
 OL0363  DESIGNATION -  908 7028 YARD USLS
 OL0363  PID         -  OL0363
 OL0363  STATE/COUNTY-  MI/MUSKEGON
 OL0363  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0363
 OL0363                         *CURRENT SURVEY CONTROL
 OL0363  ___________________________________________________________________
 OL0363* NAD 83(1986)-  43 13 37.     (N)    086 20 15.     (W)     SCALED    
 OL0363* NAVD 88     -       179.727  (meters)     589.65   (feet)  ADJUSTED  
 OL0363  ___________________________________________________________________
 OL0363  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 OL0363  DYNAMIC HT  -         179.689 (meters)     589.53  (feet)  COMP
 OL0363  MODELED GRAV-     980,409.5   (mgal)                       NAVD 88
 OL0363
 OL0363  VERT ORDER  -  FIRST     CLASS II
 OL0363
 OL0363.The horizontal coordinates were scaled from a topographic map and have
 OL0363.an estimated accuracy of +/- 6 seconds.
 OL0363
 OL0363.The orthometric height was determined by differential leveling
 OL0363.and adjusted by the National Geodetic Survey in June 1991..
 OL0363
 OL0363.The geoid height was determined by GEOID03.
 OL0363
 OL0363.The dynamic height is computed by dividing the NAVD 88
 OL0363.geopotential number by the normal gravity value computed on the
 OL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0363.degrees latitude (g = 980.6199 gals.).
 OL0363
 OL0363.The modeled gravity was interpolated from observed gravity values.
 OL0363
 OL0363;                    North         East    Units  Estimated Accuracy
 OL0363;SPC MI S     -   193,700.    3,839,920.      MT  (+/- 180 meters Scaled)
 OL0363
 OL0363                          SUPERSEDED SURVEY CONTROL
 OL0363
 OL0363.No superseded survey control is available for this station.
 OL0363
 OL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN538862(NAD 83)
 OL0363_MARKER: I = METAL ROD
 OL0363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 OL0363+WITH SETTING: INFORMATION.
 OL0363_SP_SET: SHALLOW SET METAL ROD
 OL0363_MARK LOGO: USLS  
 OL0363_PROJECTION: FLUSH
 OL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0363+STABILITY: SURFACE MOTION
 OL0363_ROD/PIPE-DEPTH: 2.1  meters
 OL0363
 OL0363  HISTORY     - Date     Condition        Report By
 OL0363  HISTORY     - 1943     MONUMENTED       USLS
 OL0363  HISTORY     - 1984     GOOD             NGS
 OL0363  HISTORY     - 19920512 MARK NOT FOUND   USPSQD
 OL0363
 OL0363                          STATION DESCRIPTION
 OL0363
 OL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0363'IN MUSKEGON.
 OL0363'IN MUSKEGON, LOCATED AT THE NORTH END OF PERE MARQUETTE PARK, ABOUT
 OL0363'91.44 METERS (300.0 FT) SOUTHEAST OF THE MUSKEGON COAST GUARD STATION
 OL0363'HOUSE, 41.30 (135.5 FT) EAST OF THE CENTER OF THE BLACK TOP STREET
 OL0363'LEADING NORTH-NORTHWEST TO THE COAST GUARD STATION, 34.89 METERS
 OL0363'(114.5 FT) NORTH OF THE CENTERLINE OF THE STREET, 10.36 METERS
 OL0363'(34.0 FT) SOUTH OF A POWERLINE POLE WITH TWO TRANSFORMERS ATTACHED,
 OL0363'AND 1.82 METERS (6.0 FT) WEST OF THE SOUTH END POST OF A 4 FEET HIGH
 OL0363'CHAIN LINK FENCE.
 OL0363'THE MARK IS 0.06 METERS  E FROM A WITNESS POST.
 OL0363'THE MARK IS 0.76 M ABOVE BEACH STREET.
 OL0363
 OL0363                          STATION RECOVERY (1992)
 OL0363
 OL0363'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0378 ***********************************************************************
 OL0378  DESIGNATION -  908 7030 A 7 USLS
 OL0378  PID         -  OL0378
 OL0378  STATE/COUNTY-  MI/OTTAWA
 OL0378  USGS QUAD   -  GRAND HAVEN (1980)
 OL0378
 OL0378                         *CURRENT SURVEY CONTROL
 OL0378  ___________________________________________________________________
 OL0378* NAD 83(1986)-  43 03 40.     (N)    086 14 11.     (W)     SCALED    
 OL0378* NAVD 88     -       180.587  (meters)     592.48   (feet)  ADJUSTED  
 OL0378  ___________________________________________________________________
 OL0378  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0378  DYNAMIC HT  -         180.546 (meters)     592.34  (feet)  COMP
 OL0378  MODELED GRAV-     980,389.2   (mgal)                       NAVD 88
 OL0378
 OL0378  VERT ORDER  -  FIRST     CLASS II
 OL0378
 OL0378.The horizontal coordinates were scaled from a topographic map and have
 OL0378.an estimated accuracy of +/- 6 seconds.
 OL0378
 OL0378.The orthometric height was determined by differential leveling
 OL0378.and adjusted by the National Geodetic Survey in June 1991..
 OL0378
 OL0378.The geoid height was determined by GEOID03.
 OL0378
 OL0378.The dynamic height is computed by dividing the NAVD 88
 OL0378.geopotential number by the normal gravity value computed on the
 OL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0378.degrees latitude (g = 980.6199 gals.).
 OL0378
 OL0378.The modeled gravity was interpolated from observed gravity values.
 OL0378
 OL0378;                    North         East    Units  Estimated Accuracy
 OL0378;SPC MI S     -   175,100.    3,847,720.      MT  (+/- 180 meters Scaled)
 OL0378
 OL0378                          SUPERSEDED SURVEY CONTROL
 OL0378
 OL0378.No superseded survey control is available for this station.
 OL0378
 OL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621678(NAD 83)
 OL0378_MARKER: I = METAL ROD
 OL0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0378_SP_SET: CONCRETE POST
 OL0378_MARK LOGO: USLS  
 OL0378_PROJECTION: PROJECTING 9 CENTIMETERS
 OL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0378+STABILITY: SURFACE MOTION
 OL0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0378+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2005
 OL0378
 OL0378  HISTORY     - Date     Condition        Report By
 OL0378  HISTORY     - 1935     MONUMENTED       USLS
 OL0378  HISTORY     - 1984     GOOD             NGS
 OL0378  HISTORY     - 19920418 GOOD             USPSQD
 OL0378  HISTORY     - 19950924 GOOD             USPSQD
 OL0378  HISTORY     - 19970308 GOOD             USPSQD
 OL0378  HISTORY     - 20051207 GOOD             INDIV
 OL0378
 OL0378                          STATION DESCRIPTION
 OL0378
 OL0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0378'IN GRAND HAVEN.
 OL0378'IN GRAND HAVEN, LOCATED AT THE INTERSECTION OF HARBOR DRIVE AND HOWARD
 OL0378'AVENUE ON THE SOUTHEAST SIDE OF THE GRAND RIVER, NORTHWEST OF THE
 OL0378'CORPS OF ENGINEERS OFFICE, ABOUT 2.43 METERS (8.0 FT) BELOW HARBOR
 OL0378'DRIVE, A 1/2 INCH ROD SET IN TOP OF A CONCRETE POST, 16.15 METERS
 OL0378'(53.0 FT) NORTHWEST OF THE CENTERLINE OF SOUTH HARBOR DRIVE,
 OL0378'41.14 METERS (135.0 FT) SOUTHWEST OF AN EXTENDED CENTERLINE OF HOWARD
 OL0378'AVENUE, 6.58 METERS (21.6 FT) NORTHEAST OF THE SOUTH CORNER OF A
 OL0378'CONCRETE BLOCK WAREHOUSE, AND 5.02 METERS (16.5 FT) EAST-SOUTHEAST OF
 OL0378'THE EAST CORNER OF THE WAREHOUSE BUILDING.
 OL0378
 OL0378                          STATION RECOVERY (1992)
 OL0378
 OL0378'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0378'RECOVERED IN GOOD CONDITION.
 OL0378
 OL0378                          STATION RECOVERY (1995)
 OL0378
 OL0378'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0378'RECOVERED IN GOOD CONDITION.
 OL0378
 OL0378                          STATION RECOVERY (1997)
 OL0378
 OL0378'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0378'RECOVERED IN GOOD CONDITION.
 OL0378
 OL0378                          STATION RECOVERY (2005)
 OL0378
 OL0378'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0381 ***********************************************************************
 OL0381  DESIGNATION -  908 7030 E
 OL0381  PID         -  OL0381
 OL0381  STATE/COUNTY-  MI/OTTAWA
 OL0381  USGS QUAD   -  GRAND HAVEN (1980)
 OL0381
 OL0381                         *CURRENT SURVEY CONTROL
 OL0381  ___________________________________________________________________
 OL0381* NAD 83(1986)-  43 03 38.     (N)    086 14 16.     (W)     SCALED    
 OL0381* NAVD 88     -       179.029  (meters)     587.36   (feet)  ADJUSTED  
 OL0381  ___________________________________________________________________
 OL0381  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OL0381  DYNAMIC HT  -         178.988 (meters)     587.23  (feet)  COMP
 OL0381  MODELED GRAV-     980,389.0   (mgal)                       NAVD 88
 OL0381
 OL0381  VERT ORDER  -  FIRST     CLASS II
 OL0381
 OL0381.The horizontal coordinates were scaled from a topographic map and have
 OL0381.an estimated accuracy of +/- 6 seconds.
 OL0381
 OL0381.The orthometric height was determined by differential leveling
 OL0381.and adjusted by the National Geodetic Survey in June 1991..
 OL0381
 OL0381.The geoid height was determined by GEOID03.
 OL0381
 OL0381.The dynamic height is computed by dividing the NAVD 88
 OL0381.geopotential number by the normal gravity value computed on the
 OL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0381.degrees latitude (g = 980.6199 gals.).
 OL0381
 OL0381.The modeled gravity was interpolated from observed gravity values.
 OL0381
 OL0381;                    North         East    Units  Estimated Accuracy
 OL0381;SPC MI S     -   175,040.    3,847,600.      MT  (+/- 180 meters Scaled)
 OL0381
 OL0381                          SUPERSEDED SURVEY CONTROL
 OL0381
 OL0381.No superseded survey control is available for this station.
 OL0381
 OL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN620678(NAD 83)
 OL0381_MARKER: DB = BENCH MARK DISK
 OL0381_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0381_SP_SET: MOORING BOLLARD
 OL0381_STAMPING: 7030 E 1977
 OL0381_MARK LOGO: NOS   
 OL0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0381
 OL0381  HISTORY     - Date     Condition        Report By
 OL0381  HISTORY     - 1977     MONUMENTED       NOS
 OL0381  HISTORY     - 1984     GOOD             NGS
 OL0381  HISTORY     - 19920418 MARK NOT FOUND   USPSQD
 OL0381  HISTORY     - 19950924 GOOD             USPSQD
 OL0381  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 OL0381  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 OL0381  HISTORY     - 20051201 MARK NOT FOUND   INDIV
 OL0381
 OL0381                          STATION DESCRIPTION
 OL0381
 OL0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0381'IN GRAND HAVEN.
 OL0381'IN GRAND HAVEN, 0.5 KM (0.35 MI) SOUTHWEST ALONG SOUTH HARBOR DRIVE
 OL0381'FROM THE INTERSECTION OF WASHINGTON STREET, AT THE CORPS OF ENGINEERS
 OL0381'BOAT YARD, ON THE SOUTHWEST SIDE OF THE STREET, THE MARK IS CEMENTED
 OL0381'IN TOP OF THE SOUTHERNMOST ONE OF FOUR CONCRETE FILLED STEEL MOORING
 OL0381'BOLLARDS WHICH PROJECT ABOUT 1.0 METER (3.3 FT) ABOVE THE DOCK LEVEL,
 OL0381'0.46 METERS (1.5 FT) IN DIAMETER, 21.15 METERS (69.4 FT) NORTHWEST OF
 OL0381'THE NORTHWEST CORNER OF A METAL STORAGE BUILDING, 13.44 METERS
 OL0381'(44.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD STORAGE
 OL0381'BUILDING, AND 3.29 METERS (10.8 FT) SOUTHEAST OF THE SOUTHWEST EDGE OF
 OL0381'THE STEEL DOCK LINE.
 OL0381
 OL0381                          STATION RECOVERY (1992)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0381'MARK NOT FOUND.
 OL0381
 OL0381                          STATION RECOVERY (1995)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0381'RECOVERED IN GOOD CONDITION.
 OL0381
 OL0381                          STATION RECOVERY (1997)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0381'MARK NOT FOUND.
 OL0381
 OL0381                          STATION RECOVERY (2002)
 OL0381
 OL0381'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0381'MARK NOT FOUND.
 OL0381
 OL0381                          STATION RECOVERY (2005)
 OL0381
 OL0381'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0380 ***********************************************************************
 OL0380  DESIGNATION -  908 7030 LSC 7 C 1
 OL0380  PID         -  OL0380
 OL0380  STATE/COUNTY-  MI/OTTAWA
 OL0380  USGS QUAD   -  GRAND HAVEN (1980)
 OL0380
 OL0380                         *CURRENT SURVEY CONTROL
 OL0380  ___________________________________________________________________
 OL0380* NAD 83(1986)-  43 03 39.     (N)    086 14 14.     (W)     SCALED    
 OL0380* NAVD 88     -       178.086  (meters)     584.27   (feet)  ADJUSTED  
 OL0380  ___________________________________________________________________
 OL0380  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OL0380  DYNAMIC HT  -         178.045 (meters)     584.14  (feet)  COMP
 OL0380  MODELED GRAV-     980,389.1   (mgal)                       NAVD 88
 OL0380
 OL0380  VERT ORDER  -  FIRST     CLASS II
 OL0380
 OL0380.The horizontal coordinates were scaled from a topographic map and have
 OL0380.an estimated accuracy of +/- 6 seconds.
 OL0380
 OL0380.The orthometric height was determined by differential leveling
 OL0380.and adjusted by the National Geodetic Survey in June 1991..
 OL0380
 OL0380.The geoid height was determined by GEOID03.
 OL0380
 OL0380.The dynamic height is computed by dividing the NAVD 88
 OL0380.geopotential number by the normal gravity value computed on the
 OL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0380.degrees latitude (g = 980.6199 gals.).
 OL0380
 OL0380.The modeled gravity was interpolated from observed gravity values.
 OL0380
 OL0380;                    North         East    Units  Estimated Accuracy
 OL0380;SPC MI S     -   175,070.    3,847,650.      MT  (+/- 180 meters Scaled)
 OL0380
 OL0380                          SUPERSEDED SURVEY CONTROL
 OL0380
 OL0380.No superseded survey control is available for this station.
 OL0380
 OL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621678(NAD 83)
 OL0380_MARKER: DD = SURVEY DISK
 OL0380_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0380+WITH SETTING: PAVEMENT
 OL0380_SP_SET: CONCRETE BASE OF BOLLARD
 OL0380_STAMPING: LSC 7 C 1 1976 AC
 OL0380_MARK LOGO: NOS   
 OL0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0380
 OL0380  HISTORY     - Date     Condition        Report By
 OL0380  HISTORY     - 1976     MONUMENTED       NOS
 OL0380  HISTORY     - 1984     GOOD             NGS
 OL0380  HISTORY     - 19920418 POOR             USPSQD
 OL0380  HISTORY     - 19950924 GOOD             USPSQD
 OL0380  HISTORY     - 19970308 GOOD             USPSQD
 OL0380  HISTORY     - 20020325 GOOD             USPSQD
 OL0380  HISTORY     - 20051205 MARK NOT FOUND   INDIV
 OL0380
 OL0380                          STATION DESCRIPTION
 OL0380
 OL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0380'IN GRAND HAVEN.
 OL0380'IN GRAND HAVEN, 0.5 KM (0.35 MI) SOUTHWEST ALONG SOUTH HARBOR DRIVE
 OL0380'FROM THE INTERSECTION OF WASHINGTON STREET, DISK CEMENTED IN TOP OF
 OL0380'THE EAST CORNER OF THE NORTHEASTERNMOST ONE OF FOUR CONCRETE BOLLARD
 OL0380'BASES IN THE CORPS OF ENGINEERS BOAT YARD AND IS LEVEL WITH THE DOCK
 OL0380'AREA, 50.29 METERS (165.0 FT) NORTHEAST OF THE BENCH MARK 7030 E,
 OL0380'25.99 METERS (85.3 FT) NORTHEAST OF THE NORTH CORNER OF A WOODEN
 OL0380'WAREHOUSE, 3.88 METERS (12.75 FT) SOUTHEAST OF THE SOUTHEAST SEAWALL,
 OL0380'0.28 METERS (0.93 FT) SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE
 OL0380'BASE, AND 0.22 METERS (0.74 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 OL0380'BASE.
 OL0380
 OL0380                          STATION RECOVERY (1992)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0380'MARK RECOVERED IN POOR CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (1995)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0380'RECOVERED IN GOOD CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (1997)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0380'RECOVERED IN GOOD CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (2002)
 OL0380
 OL0380'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0380'RECOVERED IN GOOD CONDITION.
 OL0380
 OL0380                          STATION RECOVERY (2005)
 OL0380
 OL0380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0379 ***********************************************************************
 OL0379  DESIGNATION -  908 7030 OFFICE USE
 OL0379  PID         -  OL0379
 OL0379  STATE/COUNTY-  MI/OTTAWA
 OL0379  USGS QUAD   -  GRAND HAVEN (1980)
 OL0379
 OL0379                         *CURRENT SURVEY CONTROL
 OL0379  ___________________________________________________________________
 OL0379* NAD 83(1986)-  43 03 40.     (N)    086 14 13.     (W)     SCALED    
 OL0379* NAVD 88     -       179.582  (meters)     589.18   (feet)  ADJUSTED  
 OL0379  ___________________________________________________________________
 OL0379  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OL0379  DYNAMIC HT  -         179.541 (meters)     589.04  (feet)  COMP
 OL0379  MODELED GRAV-     980,389.1   (mgal)                       NAVD 88
 OL0379
 OL0379  VERT ORDER  -  FIRST     CLASS II
 OL0379
 OL0379.The horizontal coordinates were scaled from a topographic map and have
 OL0379.an estimated accuracy of +/- 6 seconds.
 OL0379
 OL0379.The orthometric height was determined by differential leveling
 OL0379.and adjusted by the National Geodetic Survey in June 1991..
 OL0379
 OL0379.The geoid height was determined by GEOID03.
 OL0379
 OL0379.The dynamic height is computed by dividing the NAVD 88
 OL0379.geopotential number by the normal gravity value computed on the
 OL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0379.degrees latitude (g = 980.6199 gals.).
 OL0379
 OL0379.The modeled gravity was interpolated from observed gravity values.
 OL0379
 OL0379;                    North         East    Units  Estimated Accuracy
 OL0379;SPC MI S     -   175,100.    3,847,670.      MT  (+/- 180 meters Scaled)
 OL0379
 OL0379                          SUPERSEDED SURVEY CONTROL
 OL0379
 OL0379.No superseded survey control is available for this station.
 OL0379
 OL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621678(NAD 83)
 OL0379_MARKER: DD = SURVEY DISK
 OL0379_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0379_SP_SET: BRICK FOUNDATION WALL
 OL0379_STAMPING: OFFICE
 OL0379_MARK LOGO: USE   
 OL0379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0379
 OL0379  HISTORY     - Date     Condition        Report By
 OL0379  HISTORY     - 1972     MONUMENTED       USE
 OL0379  HISTORY     - 1984     GOOD             NGS
 OL0379  HISTORY     - 19920418 MARK NOT FOUND   USPSQD
 OL0379  HISTORY     - 19920418 MARK NOT FOUND   USPSQD
 OL0379  HISTORY     - 19950924 GOOD             USPSQD
 OL0379  HISTORY     - 19970308 GOOD             USPSQD
 OL0379  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 OL0379  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 OL0379
 OL0379                          STATION DESCRIPTION
 OL0379
 OL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0379'IN GRAND HAVEN.
 OL0379'IN GRAND HAVEN, 0.3 KM (0.25 MI) SOUTHWEST ALONG SOUTH HARBOR DRIVE
 OL0379'FROM THE INTERSECTION OF WASHINGTON STREET, AT THE CORPS OF ENGINEERS
 OL0379'OFFICE, ON THE SOUTHWEST SIDE OF THE STREET, SET VERTICALLY IN THE
 OL0379'SOUTHWEST FACE, 0.42 METERS (1.4 FT) NORTHEAST OF THE WEST CORNER OF
 OL0379'THE BRICK OFFICE BUILDING, AND ABOUT 0.9 METER (3.0 FT) ABOVE THE
 OL0379'GROUND.
 OL0379
 OL0379                          STATION RECOVERY (1992)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0379'MARK NOT FOUND.
 OL0379
 OL0379                          STATION RECOVERY (1992)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0379'MARK NOT FOUND.
 OL0379
 OL0379                          STATION RECOVERY (1995)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0379'RECOVERED IN GOOD CONDITION.
 OL0379
 OL0379                          STATION RECOVERY (1997)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0379'RECOVERED IN GOOD CONDITION.
 OL0379
 OL0379                          STATION RECOVERY (2002)
 OL0379
 OL0379'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0379'MARK NOT FOUND.
 OL0379
 OL0379                          STATION RECOVERY (2005)
 OL0379
 OL0379'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 OL0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0377 ***********************************************************************
 OL0377  DESIGNATION -  908 7030 WL 206 USLS
 OL0377  PID         -  OL0377
 OL0377  STATE/COUNTY-  MI/OTTAWA
 OL0377  USGS QUAD   -  GRAND HAVEN (1980)
 OL0377
 OL0377                         *CURRENT SURVEY CONTROL
 OL0377  ___________________________________________________________________
 OL0377* NAD 83(1986)-  43 03 48.     (N)    086 13 54.     (W)     SCALED    
 OL0377* NAVD 88     -       183.323  (meters)     601.45   (feet)  ADJUSTED  
 OL0377  ___________________________________________________________________
 OL0377  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0377  DYNAMIC HT  -         183.281 (meters)     601.31  (feet)  COMP
 OL0377  MODELED GRAV-     980,389.6   (mgal)                       NAVD 88
 OL0377
 OL0377  VERT ORDER  -  FIRST     CLASS II
 OL0377
 OL0377.The horizontal coordinates were scaled from a topographic map and have
 OL0377.an estimated accuracy of +/- 6 seconds.
 OL0377
 OL0377.The orthometric height was determined by differential leveling
 OL0377.and adjusted by the National Geodetic Survey in June 1991..
 OL0377
 OL0377.The geoid height was determined by GEOID03.
 OL0377
 OL0377.The dynamic height is computed by dividing the NAVD 88
 OL0377.geopotential number by the normal gravity value computed on the
 OL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0377.degrees latitude (g = 980.6199 gals.).
 OL0377
 OL0377.The modeled gravity was interpolated from observed gravity values.
 OL0377
 OL0377;                    North         East    Units  Estimated Accuracy
 OL0377;SPC MI S     -   175,330.    3,848,110.      MT  (+/- 180 meters Scaled)
 OL0377
 OL0377                          SUPERSEDED SURVEY CONTROL
 OL0377
 OL0377.No superseded survey control is available for this station.
 OL0377
 OL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN625681(NAD 83)
 OL0377_MARKER: DD = SURVEY DISK
 OL0377_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0377_SP_SET: FOUNDATION WALL
 OL0377_STAMPING: WL 206 1935 HFL
 OL0377_MARK LOGO: USLS  
 OL0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0377+STABILITY: POSITION/ELEVATION WELL
 OL0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0377+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OL0377
 OL0377  HISTORY     - Date     Condition        Report By
 OL0377  HISTORY     - 1935     MONUMENTED       USLS
 OL0377  HISTORY     - 1984     GOOD             NGS
 OL0377  HISTORY     - 19920418 GOOD             USPSQD
 OL0377  HISTORY     - 19950924 GOOD             USPSQD
 OL0377  HISTORY     - 19970308 GOOD             USPSQD
 OL0377  HISTORY     - 20020325 GOOD             USPSQD
 OL0377  HISTORY     - 20051205 GOOD             INDIV
 OL0377
 OL0377                          STATION DESCRIPTION
 OL0377
 OL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0377'IN GRAND HAVEN.
 OL0377'IN GRAND HAVEN, LOCATED AT THE CORNER OF FRANKLIN AND SOUTH SECOND
 OL0377'STREETS, SET VERTICALLY IN THE SOUTHWEST FACE OF A LARGE BRICK
 OL0377'BUILDING (NATIONAL GUARD ARMORY), ABOUT 1.52 METERS (5.0 FT) NORTHWEST
 OL0377'OF THE SOUTH CORNER, ABOUT 1.06 METERS (3.5 FT) ABOVE THE SIDEWALK.
 OL0377
 OL0377                          STATION RECOVERY (1992)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (1995)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (1997)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (2002)
 OL0377
 OL0377'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0377'RECOVERED IN GOOD CONDITION.
 OL0377
 OL0377                          STATION RECOVERY (2005)
 OL0377
 OL0377'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0414 ***********************************************************************
 NG0414  TIDAL BM    -  This is a Tidal Bench Mark.
 NG0414  DESIGNATION -  908 7031 C
 NG0414  PID         -  NG0414
 NG0414  STATE/COUNTY-  MI/OTTAWA
 NG0414  USGS QUAD   -  HOLLAND WEST (1972)
 NG0414
 NG0414                         *CURRENT SURVEY CONTROL
 NG0414  ___________________________________________________________________
 NG0414* NAD 83(1986)-  42 46 07.     (N)    086 12 01.     (W)     SCALED    
 NG0414* NAVD 88     -       177.619  (meters)     582.74   (feet)  ADJUSTED  
 NG0414  ___________________________________________________________________
 NG0414  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NG0414  DYNAMIC HT  -         177.574 (meters)     582.59  (feet)  COMP
 NG0414  MODELED GRAV-     980,367.9   (mgal)                       NAVD 88
 NG0414
 NG0414  VERT ORDER  -  FIRST     CLASS II
 NG0414
 NG0414.The horizontal coordinates were scaled from a topographic map and have
 NG0414.an estimated accuracy of +/- 6 seconds.
 NG0414
 NG0414.The orthometric height was determined by differential leveling
 NG0414.and adjusted by the National Geodetic Survey in June 1998..
 NG0414
 NG0414.This Tidal Bench Mark is designated as VM 13198
 NG0414.by the Center for Operational Oceanographic Products and Services.
 NG0414
 NG0414.The geoid height was determined by GEOID03.
 NG0414
 NG0414.The dynamic height is computed by dividing the NAVD 88
 NG0414.geopotential number by the normal gravity value computed on the
 NG0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0414.degrees latitude (g = 980.6199 gals.).
 NG0414
 NG0414.The modeled gravity was interpolated from observed gravity values.
 NG0414
 NG0414;                    North         East    Units  Estimated Accuracy
 NG0414;SPC MI S     -   142,550.    3,849,950.      MT  (+/- 180 meters Scaled)
 NG0414
 NG0414                          SUPERSEDED SURVEY CONTROL
 NG0414
 NG0414  NAVD 88 (06/15/91)  177.635  (m)          582.79   (f) UNKNOWN     1 2
 NG0414
 NG0414.Superseded values are not recommended for survey control.
 NG0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0414.See file dsdata.txt to determine how the superseded data were derived.
 NG0414
 NG0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN654354(NAD 83)
 NG0414_MARKER: DB = BENCH MARK DISK
 NG0414_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NG0414_SP_SET: RETAINING WALL
 NG0414_STAMPING: 7031 C 1977
 NG0414_MARK LOGO: NOS   
 NG0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0414+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 NG0414
 NG0414  HISTORY     - Date     Condition        Report By
 NG0414  HISTORY     - 1977     MONUMENTED       NOS
 NG0414  HISTORY     - 1984     GOOD             NGS
 NG0414  HISTORY     - 1988     GOOD             USPSQD
 NG0414  HISTORY     - 19920511 GOOD             NOS
 NG0414  HISTORY     - 19950727 GOOD             NOS
 NG0414  HISTORY     - 19970308 GOOD             USPSQD
 NG0414  HISTORY     - 20020325 GOOD             USPSQD
 NG0414  HISTORY     - 20050514 GOOD             INDIV
 NG0414
 NG0414                          STATION DESCRIPTION
 NG0414
 NG0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0414'8.5 KM (5.3 MI) WSW FROM HOLLAND.
 NG0414'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0414'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0414'THENCE 6.2 KM (3.85 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT
 NG0414'2223 SOUTH SHORE DRIVE (ELDEAN SEAPORT STORE), SET IN TOP OF THE
 NG0414'CONCRETE RETAINING WALL OF THE DOCK BEHIND THE STORE, ABOUT
 NG0414'0.15 METERS (0.5 FT) ABOVE THE CONCRETE SIDEWALK, 22.67 METERS
 NG0414'(74.4 FT) NORTHEAST OF THE NORTHERNMOST CORNER OF THE STORE, AND
 NG0414'11.76 METERS (38.6 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 NG0414
 NG0414                          STATION RECOVERY (1988)
 NG0414
 NG0414'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414
 NG0414                          STATION RECOVERY (1992)
 NG0414
 NG0414'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (CNC)
 NG0414'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0414'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0414'THENCE 6.2 KM (3.85 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT
 NG0414'2223 SOUTH SHORE DRIVE (ELDEAN SEAPORT STORE) , SET IN TOP OF THE
 NG0414'CONCRETE RETAINING WALL OF THE DOCK BEHIND THE STORE, ABOUT 0.15
 NG0414'METERS (0.49 FT) ABOVE THE CONCRETE SIDEWALK, 22.67 METERS (74.38 FT)
 NG0414'NORTHEAST OF THE NORTHERNMOST CORNER OF THE STORE, AND 11.76 METERS
 NG0414'(38.58 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 NG0414
 NG0414                          STATION RECOVERY (1995)
 NG0414
 NG0414'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 NG0414'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0414'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0414'THENCE 6.2 KM (3.85 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT
 NG0414'2223 SOUTH SHORE DRIVE (ELDEAN SEAPORT STORE) , SET IN TOP OF THE
 NG0414'CONCRETE RETAINING WALL OF THE DOCK BEHIND THE STORE, ABOUT 0.15
 NG0414'METERS (0.49 FT) ABOVE THE CONCRETE SIDEWALK, 22.67 METERS (74.38 FT)
 NG0414'NORTHEAST OF THE NORTHERNMOST CORNER OF THE STORE, AND 11.76 METERS
 NG0414'(38.58 FT) NORTH OF THE NORTHEAST CORNER OF THE STORE.
 NG0414
 NG0414                          STATION RECOVERY (1997)
 NG0414
 NG0414'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414
 NG0414                          STATION RECOVERY (2002)
 NG0414
 NG0414'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0414'RECOVERED IN GOOD CONDITION.
 NG0414
 NG0414                          STATION RECOVERY (2005)
 NG0414
 NG0414'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0414'DISK IS IN RET WALL 0.5' BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0411 ***********************************************************************
 NG0411  CBN         -  This is a Cooperative Base Network Control Station.
 NG0411  TIDAL BM    -  This is a Tidal Bench Mark.
 NG0411  DESIGNATION -  908 7031 D
 NG0411  PID         -  NG0411
 NG0411  STATE/COUNTY-  MI/OTTAWA
 NG0411  USGS QUAD   -  HOLLAND WEST (1972)
 NG0411
 NG0411                         *CURRENT SURVEY CONTROL
 NG0411  ___________________________________________________________________
 NG0411* NAD 83(1994)-  42 46 14.10010(N)    086 11 55.78722(W)     ADJUSTED  
 NG0411* NAVD 88     -       177.786  (meters)     583.29   (feet)  ADJUSTED  
 NG0411  ___________________________________________________________________
 NG0411  X           -     310,880.615 (meters)                     COMP
 NG0411  Y           -  -4,679,087.178 (meters)                     COMP
 NG0411  Z           -   4,308,925.746 (meters)                     COMP
 NG0411  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 NG0411  ELLIP HEIGHT-         144.35  (meters)          (07/12/02) GPS OBS
 NG0411  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NG0411  DYNAMIC HT  -         177.741 (meters)     583.14  (feet)  COMP
 NG0411  MODELED GRAV-     980,368.3   (mgal)                       NAVD 88
 NG0411  OBS GRAVITY -     980,371.1   (mgal)                       GRAV_OBS
 NG0411
 NG0411  HORZ ORDER  -  B
 NG0411  VERT ORDER  -  FIRST     CLASS II
 NG0411  ELLP ORDER  -  FOURTH    CLASS II
 NG0411
 NG0411.The horizontal coordinates were established by GPS observations
 NG0411.and adjusted by the National Geodetic Survey in September 1995..
 NG0411
 NG0411.The orthometric height was determined by differential leveling
 NG0411.and adjusted by the National Geodetic Survey in July 1997..
 NG0411
 NG0411.This Tidal Bench Mark is designated as VM 13195
 NG0411.by the Center for Operational Oceanographic Products and Services.
 NG0411
 NG0411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0411
 NG0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0411
 NG0411.The ellipsoidal height was determined by GPS observations
 NG0411.and is referenced to NAD 83.
 NG0411
 NG0411.The geoid height was determined by GEOID03.
 NG0411
 NG0411.The dynamic height is computed by dividing the NAVD 88
 NG0411.geopotential number by the normal gravity value computed on the
 NG0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0411.degrees latitude (g = 980.6199 gals.).
 NG0411
 NG0411.The modeled gravity was interpolated from observed gravity values.
 NG0411.The observed gravity was obtained from relative gravimeter ties
 NG0411.to the IGSN71 gravity network.
 NG0411
 NG0411;                    North         East     Units Scale Factor Converg.
 NG0411;SPC MI S     -   142,764.269 3,850,074.530   MT  0.99990886   -1 14 48.6
 NG0411;SPC MI S     -   468,386.71 12,631,478.12   iFT  0.99990886   -1 14 48.6
 NG0411;UTM  16      - 4,735,650.178   565,544.660   MT  0.99965285   +0 32 38.6
 NG0411
 NG0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0411!SPC MI S     -   0.99997736  x   0.99990886  =   0.99988622
 NG0411!UTM  16      -   0.99997736  x   0.99965285  =   0.99963022
 NG0411
 NG0411                          SUPERSEDED SURVEY CONTROL
 NG0411
 NG0411  ELLIP H (09/20/95)  144.37   (m)                       GP(       ) 1 2
 NG0411  NAD 83(1986)-  42 46 14.10148(N)    086 11 55.79237(W) AD(       ) 2
 NG0411  NAVD 88 (06/15/91)  177.795  (m)          583.32   (f) UNKNOWN     1 2
 NG0411
 NG0411.Superseded values are not recommended for survey control.
 NG0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0411.See file dsdata.txt to determine how the superseded data were derived.
 NG0411
 NG0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6554535650(NAD 83)
 NG0411_MARKER: DB = BENCH MARK DISK
 NG0411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0411_SP_SET: BOAT HOIST FOUNDATION
 NG0411_STAMPING: 7031 D 1977
 NG0411_MARK LOGO: NOS   
 NG0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0411+STABILITY: SURFACE MOTION
 NG0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0411+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 NG0411
 NG0411  HISTORY     - Date     Condition        Report By
 NG0411  HISTORY     - 1977     MONUMENTED       NOS
 NG0411  HISTORY     - 1977     GOOD
 NG0411  HISTORY     - 1984     GOOD             NGS
 NG0411  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0411  HISTORY     - 19910517 GOOD
 NG0411  HISTORY     - 19940727 GOOD             NGS
 NG0411  HISTORY     - 19940816 GOOD             NOS
 NG0411  HISTORY     - 19970308 GOOD             USPSQD
 NG0411  HISTORY     - 19990810 GOOD             NGS
 NG0411  HISTORY     - 20050514 GOOD             INDIV
 NG0411
 NG0411                          STATION DESCRIPTION
 NG0411
 NG0411'DESCRIBED 1977
 NG0411'RECOVERED IN GOOD CONDITION.
 NG0411
 NG0411                          STATION RECOVERY (1984)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0411'8.2 KM (5.1 MI) WSW FROM HOLLAND.
 NG0411'STATION IS LOCATED IN THE CITY OF HOLLAND NEAR THE NE CORNER OF A
 NG0411'BULKHEAD AT THE MACATAWA YACHT CLUB.
 NG0411'TO REACH FROM THE INTERSECTION OF BUSINESS ROUTE 31 AND 32ND ST. GO
 NG0411'NORTHWESTERLY ON 32ND ST 4.3 MI (6.92 KM) TO INTERSECTION WITH SOUTH
 NG0411'SHORE ROAD.  TURN RIGHT AND GO EAST 0.05 MI (0.08 KM) TO DRIVE LEFT
 NG0411'INTO YACHT CLUB, AND STATION SITE.
 NG0411'STATION IS MARKED BY A STANDARD NOS DISK STAMPED 7031D 1977 SET INTO
 NG0411'THE SIDEWALK.  IT IS 22.06 M (72.38 FT) NE OF NE CORNER OF BUILDING,
 NG0411'20.96 M (68.77 FT) ENE OF FLAGPOLE, 2.86 M (9.38 FT) ENE OF MOST
 NG0411'EASTERLY SIDEWALK LAMP, 1.62 M (5.31 FT) WEST OF EDGE OF CONCRETE
 NG0411'BULKHEAD, AND 0.36 M (1.18 FT)  SOUTH OF EDGE OF BULKHEAD.
 NG0411'DESCRIBED BY GAB
 NG0411'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0411'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0411'THENCE 5.9 KM (3.65 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0411'ENTRANCE TO THE M.B.Y.C. PRIVATE CLUB, SET IN THE TOP OF THE NORTHWEST
 NG0411'CORNER OF A 6 BY 6 FEET CONCRETE FOUNDATION, PROJECTING ABOUT 1 FOOT
 NG0411'ABOVE THE GROUND WHICH FORMERLY SUPPORTED A BOAT HOIST, 28.65 METERS
 NG0411'(94.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE RESTAURANT AND BAR
 NG0411'BUILDING, 20.97 METERS (68.8 FT) EAST-NORTHEAST OF THE FLAG POLE MAST
 NG0411'IN THE MIDDLE OF THE SIDEWALK BEHIND THE BUILDING, 1.61 METERS
 NG0411'(5.3 FT) WEST OF THE NORTHEAST CORNER OF THE HOIST FOUNDATION, AND
 NG0411'0.22 METERS (0.75 FT) EAST OF THE NORTHWEST CORNER OF THE HOIST
 NG0411'FOUNDATION.
 NG0411
 NG0411                          STATION RECOVERY (1988)
 NG0411
 NG0411'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0411'MARK NOT FOUND.
 NG0411
 NG0411                          STATION RECOVERY (1991)
 NG0411
 NG0411'RECOVERED 1991
 NG0411'RECOVERED IN GOOD CONDITION.
 NG0411
 NG0411                          STATION RECOVERY (1994)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NG0411'NOTE--DO NOT DRIVE TO STATION WITHOUT EXPRESS PERMISSION OF THE YACHT
 NG0411'CLUB.  STATION IS LOCATED IN THE SOUTHWEST PORTION OF HOLLAND NEAR THE
 NG0411'INTERSECTION OF 32ND STREET AND SOUTH SHORE DRIVE ON PROPERTY OF THE
 NG0411'MACATAWA BAY YACHT CLUB, 2157 SOUTH SHORE DRIVE, MACATAWA, MI 49434.
 NG0411'GENERAL MANAGER IS JAMES BOOTHBY, PHONE 616-335-5815. CONTACT
 NG0411'COMMODORE DOUG PADNOS AT SAME NUMBER FOR PERMISSION BEFORE VISITING
 NG0411'STATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 NG0411'HIGHWAY 196 BUSINESS AND U.S.  HIGHWAY 31 ON THE NORTHEAST SIDE OF
 NG0411'HOLLAND, GO SOUTH ON HIGHWAY 31 FOR 3.18 KM (1.95 MI) TO A CROSSROAD
 NG0411'AT STOP LIGHT.  TURN RIGHT, WEST, ON 32ND STREET FOR 2.41 KM (1.50 MI)
 NG0411'TO ITS JUNCTION WITH HIGHWAYS 196 BUSINESS AND 31 BUSINESS.  CONTINUE
 NG0411'WEST FOR 6.80 KM (4.20 MI) TO A T-ROAD.  TURN RIGHT, EAST, ON SOUTH
 NG0411'SHORE DRIVE FOR 0.12 KM (0.05 MI) TO A DRIVE LEFT INTO THE MACATAWA
 NG0411'BAY YACHT CLUB.  TURN LEFT, NORTHWEST, ON DRIVE FOR 0.10 KM (0.05 MI)
 NG0411'TO END OF PARKING LOT AT RESTAURANT. WALK NORTHWEST ACROSS LAWN FOR
 NG0411'ABOUT 50 M (164.0 FT) TO THE NORTH CORNER OF THE LAWN AT CORNER OF
 NG0411'SEAWALL.  STATION IS A DISK SET IN A DRILL HOLE IN THE WEST CORNER OF
 NG0411'A 1.8 M (5.9 FT) SQUARE CONCRETE BASE FOR A NOW-REMOVED BOAT HOIST.
 NG0411'IT IS 28.65 M (94.00 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 NG0411'RESTAURANT AND BAR BUILDING, 21.0 M (68.9 FT) NORTH-NORTHEAST OF THE
 NG0411'FLAG POLE WITH PLAQUE IN MEMORY LUCILLE HALL GILL, 15.5 M (50.9 FT)
 NG0411'NORTHWEST OF TELEPHONE PEDESTAL 58, 1.7 M (5.6 FT) SOUTHWEST OF THE
 NG0411'NORTH CORNER OF THE SEAWALL, 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHWEST
 NG0411'EDGE OF THE SEAWALL, AND 0.3 M (1.0 FT) EAST OF THE WEST CORNER OF THE
 NG0411'BASE. DESCRIBED BY G.R.  HEID.
 NG0411
 NG0411                          STATION RECOVERY (1994)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NG0411'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0411'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0411'THENCE 5.9 KM (3.65 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0411'ENTRANCE TO THE M.B.Y.C.  PRIVATE CLUB, SET IN THE TOP OF THE
 NG0411'NORTHWEST CORNER OF A 6 BY 6 FEET (1.8 M) CONCRETE FOUNDATION,
 NG0411'PROJECTING ABOUT 1 FOOT (0.3 M) ABOVE THE GROUND WHICH FORMERLY
 NG0411'SUPPORTED A BOAT HOIST, 28.65 METERS (94.00 FT) NORTHEAST OF THE
 NG0411'NORTHEAST CORNER OF THE RESTAURANT AND BAR BUILDING, 20.97 METERS
 NG0411'(68.80 FT) EAST-NORTHEAST OF THE FLAG POLE MAST IN THE MIDDLE OF THE
 NG0411'SIDEWALK BEHIND THE BUILDING, 1.61 METERS (5.28 FT) WEST OF THE
 NG0411'NORTHEAST CORNER OF THE HOIST FOUNDATION, AND 0.22 METERS (0.72 FT)
 NG0411'EAST OF THE NORTHWEST CORNER OF THE HOIST FOUNDATION.  STATION IS
 NG0411'LOCATED IN THE CITY OF HOLLAND NEAR THE NE CORNER OF A BULKHEAD AT THE
 NG0411'MACATAWA YACHT CLUB.  TO REACH FROM THE INTERSECTION OF BUSINESS ROUTE
 NG0411'31 AND 32ND ST.  GO NORTHWESTERLY ON 32ND ST 4.3 MI (6.9 KM) TO
 NG0411'INTERSECTION WITH SOUTH SHORE ROAD.  TURN RIGHT AND GO EAST 0.05 MI
 NG0411'(0.08 KM) TO DRIVE LEFT INTO YACHT CLUB, AND STATION SITE.  STATION IS
 NG0411'MARKED BY A STANDARD NOS DISK STAMPED 7031 D 1977 SET INTO THE
 NG0411'CONCRETE FOUNDATION.  IT IS 22.06 M (72.38 FT) NE OF NE CORNER OF
 NG0411'BUILDING, 20.96 M (68.77 FT) ENE OF FLAGPOLE, 2.86 M (9.38 FT) ENE OF
 NG0411'MOST EASTERLY SIDEWALK LAMP, 1.62 M (5.31 FT) WEST OF EDGE OF CONCRETE
 NG0411'BULKHEAD, AND 0.36 M (1.18 FT) SOUTH OF EDGE OF BULKHEAD.
 NG0411
 NG0411                          STATION RECOVERY (1997)
 NG0411
 NG0411'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0411'RECOVERED IN GOOD CONDITION.
 NG0411
 NG0411                          STATION RECOVERY (1999)
 NG0411
 NG0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NG0411'RECOVERED AS DESCRIBED.
 NG0411
 NG0411                          STATION RECOVERY (2005)
 NG0411
 NG0411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0411'TANK WITH 23' X 23' BASE, 50'WEST OF CENTERLINE OF LAKESHORE DR, 375'
 NG0411'SOUTH OF CENTERLINE OF LAKEWOOD BLVD, AT ADDRESS 266 LAKESHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0410 ***********************************************************************
 NG0410  TIDAL BM    -  This is a Tidal Bench Mark.
 NG0410  DESIGNATION -  908 7031 F
 NG0410  PID         -  NG0410
 NG0410  STATE/COUNTY-  MI/OTTAWA
 NG0410  USGS QUAD   -  HOLLAND WEST (1972)
 NG0410
 NG0410                         *CURRENT SURVEY CONTROL
 NG0410  ___________________________________________________________________
 NG0410* NAD 83(1986)-  42 46 10.     (N)    086 11 46.     (W)     SCALED    
 NG0410* NAVD 88     -       177.970  (meters)     583.89   (feet)  ADJUSTED  
 NG0410  ___________________________________________________________________
 NG0410  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NG0410  DYNAMIC HT  -         177.926 (meters)     583.75  (feet)  COMP
 NG0410  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 NG0410
 NG0410  VERT ORDER  -  FIRST     CLASS II
 NG0410
 NG0410.The horizontal coordinates were scaled from a topographic map and have
 NG0410.an estimated accuracy of +/- 6 seconds.
 NG0410
 NG0410.The orthometric height was determined by differential leveling
 NG0410.and adjusted by the National Geodetic Survey in June 1991..
 NG0410
 NG0410.This Tidal Bench Mark is designated as VM 13196
 NG0410.by the Center for Operational Oceanographic Products and Services.
 NG0410
 NG0410.The geoid height was determined by GEOID03.
 NG0410
 NG0410.The dynamic height is computed by dividing the NAVD 88
 NG0410.geopotential number by the normal gravity value computed on the
 NG0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0410.degrees latitude (g = 980.6199 gals.).
 NG0410
 NG0410.The modeled gravity was interpolated from observed gravity values.
 NG0410
 NG0410;                    North         East    Units  Estimated Accuracy
 NG0410;SPC MI S     -   142,630.    3,850,290.      MT  (+/- 180 meters Scaled)
 NG0410
 NG0410                          SUPERSEDED SURVEY CONTROL
 NG0410
 NG0410.No superseded survey control is available for this station.
 NG0410
 NG0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN657355(NAD 83)
 NG0410_MARKER: DB = BENCH MARK DISK
 NG0410_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NG0410_SP_SET: BRIDGE WINGWALL
 NG0410_STAMPING: 7031 F 1980
 NG0410_MARK LOGO: NOS   
 NG0410_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0410+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 NG0410
 NG0410  HISTORY     - Date     Condition        Report By
 NG0410  HISTORY     - 1980     MONUMENTED       NOS
 NG0410  HISTORY     - 1984     GOOD             NGS
 NG0410  HISTORY     - 1988     GOOD             USPSQD
 NG0410  HISTORY     - 19940815 GOOD             NOS
 NG0410  HISTORY     - 19950727 GOOD             NOS
 NG0410  HISTORY     - 19970308 GOOD             USPSQD
 NG0410  HISTORY     - 20020325 GOOD             USPSQD
 NG0410  HISTORY     - 20051201 GOOD             INDIV
 NG0410
 NG0410                          STATION DESCRIPTION
 NG0410
 NG0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0410'8.1 KM (5.05 MI) WSW FROM HOLLAND.
 NG0410'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0410'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0410'THENCE 5.8 KM (3.6 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT A
 NG0410'CONCRETE BRIDGE UNDER SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.0 FT)
 NG0410'EAST OF THE ENTRANCE TO THE M.B.Y.C. PRIVATE CLUB, 5.66 METERS
 NG0410'(18.6 FT) NORTH OF THE CENTER OF SOUTH SHORE DRIVE, 4.17 METERS
 NG0410'(13.7 FT) SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBERED 2127, AND
 NG0410'0.15 METERS (0.5 FT) SOUTH OF THE NORTH END OF THE WEST WINGWALL.
 NG0410'THE MARK IS 0.15 M BELOW SOUTH SHORE DRIVE.
 NG0410
 NG0410                          STATION RECOVERY (1988)
 NG0410
 NG0410'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (1994)
 NG0410
 NG0410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NG0410'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0410'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0410'THENCE 5.8 KM (3.60 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT A
 NG0410'CONCRETE BRIDGE UNDER SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00
 NG0410'FT) EAST OF THE ENTRANCE TO THE M.B.Y.C.  PRIVATE CLUB, 5.66 METERS
 NG0410'(18.57 FT) NORTH OF THE CENTER OF SOUTH SHORE DRIVE, 4.17 METERS
 NG0410'(13.68 FT) SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBERED 2127, AND
 NG0410'0.15 METERS (0.49 FT) SOUTH OF THE NORTH END OF THE WEST WINGWALL.
 NG0410
 NG0410                          STATION RECOVERY (1995)
 NG0410
 NG0410'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 NG0410'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0410'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0410'THENCE 5.8 KM (3.60 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT A
 NG0410'CONCRETE BRIDGE UNDER SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00
 NG0410'FT) EAST OF THE ENTRANCE TO THE M.B.Y.C.  PRIVATE CLUB, 5.66 METERS
 NG0410'(18.57 FT) NORTH OF THE CENTER OF SOUTH SHORE DRIVE, 4.17 METERS
 NG0410'(13.68 FT) SOUTHEAST OF A TELEPHONE AND POWER POLE NUMBERED 2127, AND
 NG0410'0.15 METERS (0.49 FT) SOUTH OF THE NORTH END OF THE WEST WINGWALL.
 NG0410
 NG0410                          STATION RECOVERY (1997)
 NG0410
 NG0410'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (2002)
 NG0410
 NG0410'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0410'RECOVERED IN GOOD CONDITION.
 NG0410
 NG0410                          STATION RECOVERY (2005)
 NG0410
 NG0410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 NG0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8296 ***********************************************************************
 AC8296  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8296  DESIGNATION -  908 7031 H
 AC8296  PID         -  AC8296
 AC8296  STATE/COUNTY-  MI/OTTAWA
 AC8296  USGS QUAD   -  HOLLAND WEST (1972)
 AC8296
 AC8296                         *CURRENT SURVEY CONTROL
 AC8296  ___________________________________________________________________
 AC8296* NAD 83(1986)-  42 46 04.     (N)    086 12 04.     (W)     SCALED    
 AC8296* NAVD 88     -       177.859  (meters)     583.53   (feet)  ADJUSTED  
 AC8296  ___________________________________________________________________
 AC8296  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 AC8296  DYNAMIC HT  -         177.815 (meters)     583.38  (feet)  COMP
 AC8296  MODELED GRAV-     980,367.7   (mgal)                       NAVD 88
 AC8296
 AC8296  VERT ORDER  -  SECOND    CLASS I
 AC8296
 AC8296.The horizontal coordinates were scaled from a topographic map and have
 AC8296.an estimated accuracy of +/- 6 seconds.
 AC8296
 AC8296.The orthometric height was determined by differential leveling
 AC8296.and adjusted by the National Geodetic Survey in July 1997..
 AC8296
 AC8296.This Tidal Bench Mark is designated as VM 13197
 AC8296.by the Center for Operational Oceanographic Products and Services.
 AC8296
 AC8296.The geoid height was determined by GEOID03.
 AC8296
 AC8296.The dynamic height is computed by dividing the NAVD 88
 AC8296.geopotential number by the normal gravity value computed on the
 AC8296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8296.degrees latitude (g = 980.6199 gals.).
 AC8296
 AC8296.The modeled gravity was interpolated from observed gravity values.
 AC8296
 AC8296;                    North         East    Units  Estimated Accuracy
 AC8296;SPC MI S     -   142,460.    3,849,880.      MT  (+/- 180 meters Scaled)
 AC8296
 AC8296                          SUPERSEDED SURVEY CONTROL
 AC8296
 AC8296.No superseded survey control is available for this station.
 AC8296
 AC8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN653353(NAD 83)
 AC8296_MARKER: DB = BENCH MARK DISK
 AC8296_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8296_SP_SET: BULKHEAD
 AC8296_STAMPING: 7031 H 1988
 AC8296_MARK LOGO: NOS   
 AC8296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8296+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 AC8296
 AC8296  HISTORY     - Date     Condition        Report By
 AC8296  HISTORY     - 1988     MONUMENTED       NOS
 AC8296  HISTORY     - 19950727 GOOD             NOS
 AC8296  HISTORY     - 19950815 GOOD             NOS
 AC8296  HISTORY     - 20050514 GOOD             INDIV
 AC8296
 AC8296                          STATION DESCRIPTION
 AC8296
 AC8296'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8296'RECOVERED AS DESCRIBED.
 AC8296
 AC8296                          STATION RECOVERY (1995)
 AC8296
 AC8296'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 AC8296'0.72 KM (0.45 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL IN
 AC8296'HOLLAND, THENCE 1.52 KM (0.95 MI) SOUTHWEST ALONG MICHIGAN AVE, THENCE
 AC8296'6.96 KM (4.30 MI) WEST ALONG 32ND STREET, THENCE 0.08 KM (0.05 MI)
 AC8296'WEST ALONG SOUTH SHORE DRIVE, IN TOP OF THE BULKHEAD OF THE PIER OWNED
 AC8296'BY ELDEAN SHIP YARD, 32.3 FEET (9.8 M) NW OF CENTERLINE OF SOUTH SHORE
 AC8296'DRIVE, 19.8 FEET (6.0 M) WSW OF W SIDE OF PIER LEADING TO WATER LEVEL
 AC8296'GAUGE, 0.5 FEET (15.2 CM) SSE OF NORTH FACE OF BULKHEAD, SET FLUSH IN
 AC8296'TOP OF BULKHEAD 0.5 FEET (15.2 CM) ABOVE GROUND.
 AC8296
 AC8296                          STATION RECOVERY (2005)
 AC8296
 AC8296'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AC8296'130' SE OF SW CORNER OF PIPER RESTAURANT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5303 ***********************************************************************
 AH5303  DESIGNATION -  908 7031 J
 AH5303  PID         -  AH5303
 AH5303  STATE/COUNTY-  MI/OTTAWA
 AH5303  USGS QUAD   -  HOLLAND WEST (1972)
 AH5303
 AH5303                         *CURRENT SURVEY CONTROL
 AH5303  ___________________________________________________________________
 AH5303* NAD 83(1997)-  42 45 41.15483(N)    086 11 42.49176(W)     ADJUSTED  
 AH5303* NAVD 88     -       183.3    (meters)     601.     (feet)  GPS OBS   
 AH5303  ___________________________________________________________________
 AH5303  X           -     311,228.291 (meters)                     COMP
 AH5303  Y           -  -4,679,759.862 (meters)                     COMP
 AH5303  Z           -   4,308,183.055 (meters)                     COMP
 AH5303  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 AH5303  ELLIP HEIGHT-         149.74  (meters)          (04/28/99) GPS OBS
 AH5303  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 AH5303
 AH5303  HORZ ORDER  -  A
 AH5303  ELLP ORDER  -  THIRD     CLASS I
 AH5303
 AH5303.The horizontal coordinates were established by GPS observations
 AH5303.and adjusted by the National Geodetic Survey in April 1999..
 AH5303
 AH5303.The orthometric height was determined by GPS observations and a
 AH5303.high-resolution geoid model.
 AH5303
 AH5303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5303
 AH5303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5303
 AH5303.The ellipsoidal height was determined by GPS observations
 AH5303.and is referenced to NAD 83.
 AH5303
 AH5303.The geoid height was determined by GEOID03.
 AH5303
 AH5303;                    North         East     Units Scale Factor Converg.
 AH5303;SPC MI S     -   141,741.412 3,850,354.620   MT  0.99990919   -1 14 39.6
 AH5303;SPC MI S     -   465,030.88 12,632,397.05   iFT  0.99990919   -1 14 39.6
 AH5303;UTM  16      - 4,734,636.833   565,856.498   MT  0.99965336   +0 32 47.3
 AH5303
 AH5303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5303!SPC MI S     -   0.99997652  x   0.99990919  =   0.99988571
 AH5303!UTM  16      -   0.99997652  x   0.99965336  =   0.99962989
 AH5303
 AH5303                          SUPERSEDED SURVEY CONTROL
 AH5303
 AH5303.No superseded survey control is available for this station.
 AH5303
 AH5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6585634637(NAD 83)
 AH5303_MARKER: I = METAL ROD
 AH5303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5303_STAMPING: 7031 J 1997
 AH5303_MARK LOGO: NOS   
 AH5303_PROJECTION: FLUSH
 AH5303_MAGNETIC: I = MARKER IS A STEEL ROD
 AH5303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5303+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1997
 AH5303_ROD/PIPE-DEPTH: 9.1  meters
 AH5303_SLEEVE-DEPTH  : 1 meters
 AH5303
 AH5303  HISTORY     - Date     Condition        Report By
 AH5303  HISTORY     - 1997     MONUMENTED       NOS
 AH5303  HISTORY     - 19971203 GOOD             NGS
 AH5303
 AH5303                          STATION DESCRIPTION
 AH5303
 AH5303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH5303'LOCATED ON THE SOUTH SIDE OF AND NEAR THE WEST END OF LAKE MACATAWA IN
 AH5303'THE VILLAGE OF MACATAWA, 0.3 MI (0.5 KM) SOUTH ALONG STATE HIGHWAY 31
 AH5303'(RIVER AVENUE FROM THE CITY HALL AND 11TH STREET IN HOLLAND, THEN 1.1
 AH5303'MI (1.8 KM) WEST ALONG 17TH STREET, THEN 3.8 MI (6.1 KM)
 AH5303'WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, THEN 0.15 MI (0.24 KM)
 AH5303'SOUTHEAST ALONG THIRTY SECOND STREET, THEN 0.4 MI (0.6 KM) SOUTH ALONG
 AH5303'66TH STREET, THEN 0.05 MI (0.08 KM) EAST ALONG 147TH AVENUE TO THE
 AH5303'STATION ON THE RIGHT ACROSS THE AVENUE FROM THE RESIDENCE NUMBER 6591
 AH5303'147TH AVENUE.  ALSO CAN BE REACHED BY TRAVELING 4.0 MI (6.4 KM) WEST
 AH5303'ALONG 147TH AVENUE FROM ITS JUNCTION WITH BUSINESS ROUTE 31 IN
 AH5303'HOLLAND.  RK IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL ENCASED IN A
 AH5303'5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER SURROUNDED BY CONCRETE
 AH5303'AND FLUSH WITH GROUND LEVEL.  IT IS, 316.3 FT (96.4 M) EAST-SOUTHEAST
 AH5303'OF THE INTERSECTION OF 66TH STREET AND 147TH AVENUE, 160.0 FT (48.8 M)
 AH5303'SOUTHEAST AND ACROSS THE AVENUE FROM THE NORTHWEST CORNER OF HOUSE
 AH5303'NUMBER 6591, 149.0 FT (45.4 M) WEST OF A SMALL GROUP (10) OF MAPLES 3
 AH5303'TO 5 INCHES IN DIAMETER, 117.6 FT (35.8 M) SOUTHEAST AND ACROSS THE
 AH5303'AVENUE FROM THE NORTHEAST CORNER OF HOUSE, 64.0 FT (19.5 M) EAST OF A
 AH5303'NAIL AND WASHER IN A LONE 10 INCH DIAMETER PINE TREE, 29.0 FT (8.8 M)
 AH5303'SOUTH OF THE CENTERLINE OF 147TH AVENUE, 5.0 FT (1.5 M) NORTH OF THE
 AH5303'NORTH EDGE OF A FIELD AND NEAR THE SOUTH SIDE OF A SMALL DITCH ON THE
 AH5303'SOUTH SIDE OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0412 ***********************************************************************
 NG0412  TIDAL BM    -  This is a Tidal Bench Mark.
 NG0412  DESIGNATION -  908 7031 LAMP
 NG0412  PID         -  NG0412
 NG0412  STATE/COUNTY-  MI/OTTAWA
 NG0412  USGS QUAD   -  HOLLAND WEST (1972)
 NG0412
 NG0412                         *CURRENT SURVEY CONTROL
 NG0412  ___________________________________________________________________
 NG0412* NAD 83(1986)-  42 46 04.     (N)    086 11 58.     (W)     SCALED    
 NG0412* NAVD 88     -       177.811  (meters)     583.37   (feet)  ADJUSTED  
 NG0412  ___________________________________________________________________
 NG0412  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NG0412  DYNAMIC HT  -         177.767 (meters)     583.22  (feet)  COMP
 NG0412  MODELED GRAV-     980,367.9   (mgal)                       NAVD 88
 NG0412
 NG0412  VERT ORDER  -  FIRST     CLASS II
 NG0412
 NG0412.The horizontal coordinates were scaled from a topographic map and have
 NG0412.an estimated accuracy of +/- 6 seconds.
 NG0412
 NG0412.The orthometric height was determined by differential leveling
 NG0412.and adjusted by the National Geodetic Survey in June 1991..
 NG0412
 NG0412.This Tidal Bench Mark is designated as VM 13194
 NG0412.by the Center for Operational Oceanographic Products and Services.
 NG0412
 NG0412.The geoid height was determined by GEOID03.
 NG0412
 NG0412.The dynamic height is computed by dividing the NAVD 88
 NG0412.geopotential number by the normal gravity value computed on the
 NG0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0412.degrees latitude (g = 980.6199 gals.).
 NG0412
 NG0412.The modeled gravity was interpolated from observed gravity values.
 NG0412
 NG0412;                    North         East    Units  Estimated Accuracy
 NG0412;SPC MI S     -   142,450.    3,850,020.      MT  (+/- 180 meters Scaled)
 NG0412
 NG0412                          SUPERSEDED SURVEY CONTROL
 NG0412
 NG0412.No superseded survey control is available for this station.
 NG0412
 NG0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN654353(NAD 83)
 NG0412_MARKER: I = METAL ROD
 NG0412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NG0412_SP_SET: COPPER-CLAD STEEL ROD
 NG0412_MARK LOGO: USLS  
 NG0412_PROJECTION: RECESSED 20 CENTIMETERS
 NG0412_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0412+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 NG0412_ROD/PIPE-DEPTH: 5.5  meters
 NG0412
 NG0412  HISTORY     - Date     Condition        Report By
 NG0412  HISTORY     - 1959     MONUMENTED       USLS
 NG0412  HISTORY     - 1984     GOOD             NGS
 NG0412  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0412  HISTORY     - 19940815 GOOD             NOS
 NG0412  HISTORY     - 19950727 GOOD             NOS
 NG0412  HISTORY     - 19970308 GOOD             USPSQD
 NG0412  HISTORY     - 20020325 GOOD             USPSQD
 NG0412  HISTORY     - 20050514 GOOD             INDIV
 NG0412
 NG0412                          STATION DESCRIPTION
 NG0412
 NG0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0412'8.4 KM (5.25 MI) WSW FROM HOLLAND.
 NG0412'0.5 KM (0.35 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0412'STREET IN HOLLAND, THENCE 1.8 KM (1.1 MI) WEST ALONG 17TH STREET,
 NG0412'THENCE 6.1 KM (3.8 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0412'BASE OF A CONCRETE STAIRWAY LEADING SOUTHEAST TO A FRAME DWELLING, AT
 NG0412'2220 SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.0 FT) EAST-SOUTHEAST
 NG0412'AND ACROSS SOUTH SHORE DRIVE FROM THE ELDEAN SEAPORT STORE, SET IN TOP
 NG0412'OF A 5/8 INCH DIAMETER COPPER CLAD STEEL ROD, 23.95 METERS (78.6 FT)
 NG0412'SOUTHEAST OF THE CENTERLINE OF SOUTH SHORE DRIVE, 0.88 METERS (2.9 FT)
 NG0412'SOUTHEAST OF THE EASTERNMOST ONE OF TWO DECORATIVE LAMPS AT THE BASE
 NG0412'OF THE CONCRETE STEPS, 0.30 METERS (1.0 FT) NORTHWEST OF A CONCRETE
 NG0412'RETAINING WALL WHICH PROJECTS 0.46 METERS (1.5 FT), AND 0.24 METERS
 NG0412'(0.8 FT) NORTHEAST OF THE EASTERLY EDGE OF THE STEPS.
 NG0412'THE MARK IS 0.27 METERS  NW FROM A WITNESS POST.
 NG0412'THE MARK IS ABOVE LEVEL WITH SOUTH SHORE DRIVE.
 NG0412
 NG0412                          STATION RECOVERY (1988)
 NG0412
 NG0412'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0412'MARK NOT FOUND.
 NG0412
 NG0412                          STATION RECOVERY (1994)
 NG0412
 NG0412'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 NG0412'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0412'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0412'THENCE 6.1 KM (3.80 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0412'BASE OF A CONCRETE STAIRWAY LEADING SOUTHEAST TO A FRAME DWELLING, AT
 NG0412'2220 SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00 FT) EAST-SOUTHEAST
 NG0412'AND ACROSS SOUTH SHORE DRIVE FROM THE ELDEAN SEAPORT STORE, SET IN TOP
 NG0412'OF A 5/8 INCH DIAMETER COPPER CLAD STEEL ROD, 23.95 METERS (78.58 FT)
 NG0412'SOUTHEAST OF THE CENTERLINE OF SOUTH SHORE DRIVE, 0.88 METERS (2.89
 NG0412'FT) SOUTHEAST OF THE EASTERNMOST ONE OF TWO DECORATIVE LAMPS AT THE
 NG0412'BASE OF THE CONCRETE STEPS, 0.30 METERS (0.98 FT) NORTHWEST OF A
 NG0412'CONCRETE RETAINING WALL WHICH PROJECTS 0.46 METERS (1.51 FT) , AND
 NG0412'0.24 METERS (0.79 FT) NORTHEAST OF THE EASTERLY EDGE OF THE STEPS.
 NG0412
 NG0412                          STATION RECOVERY (1995)
 NG0412
 NG0412'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 NG0412'0.5 KM (0.30 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0412'STREET IN HOLLAND, THENCE 1.8 KM (1.10 MI) WEST ALONG 17TH STREET,
 NG0412'THENCE 6.1 KM (3.80 MI) WEST-SOUTHWEST ALONG SOUTH SHORE DRIVE, AT THE
 NG0412'BASE OF A CONCRETE STAIRWAY LEADING SOUTHEAST TO A FRAME DWELLING, AT
 NG0412'2220 SOUTH SHORE DRIVE, ABOUT 60.96 METERS (200.00 FT) EAST-SOUTHEAST
 NG0412'AND ACROSS SOUTH SHORE DRIVE FROM THE ELDEAN SEAPORT STORE, SET IN TOP
 NG0412'OF A 5/8 INCH DIAMETER COPPER CLAD STEEL ROD, 23.95 METERS (78.58 FT)
 NG0412'SOUTHEAST OF THE CENTERLINE OF SOUTH SHORE DRIVE, 0.88 METERS (2.89
 NG0412'FT) SOUTHEAST OF THE EASTERNMOST ONE OF TWO DECORATIVE LAMPS AT THE
 NG0412'BASE OF THE CONCRETE STEPS, 0.30 METERS (0.98 FT) NORTHWEST OF A
 NG0412'CONCRETE RETAINING WALL WHICH PROJECTS 0.46 METERS (1.51 FT) , AND
 NG0412'0.24 METERS (0.79 FT) NORTHEAST OF THE EASTERLY EDGE OF THE STEPS.
 NG0412
 NG0412                          STATION RECOVERY (1997)
 NG0412
 NG0412'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0412'RECOVERED IN GOOD CONDITION.
 NG0412
 NG0412                          STATION RECOVERY (2002)
 NG0412
 NG0412'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0412'RECOVERED IN GOOD CONDITION.
 NG0412
 NG0412                          STATION RECOVERY (2005)
 NG0412
 NG0412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0456 ***********************************************************************
 NG0456  DESIGNATION -  908 7036 CUT
 NG0456  PID         -  NG0456
 NG0456  STATE/COUNTY-  MI/BERRIEN
 NG0456  USGS QUAD   -  BENTON HARBOR (1980)
 NG0456
 NG0456                         *CURRENT SURVEY CONTROL
 NG0456  ___________________________________________________________________
 NG0456* NAD 83(1986)-  42 06 49.     (N)    086 29 07.     (W)     SCALED    
 NG0456* NAVD 88     -       178.237  (meters)     584.77   (feet)  ADJUSTED  
 NG0456  ___________________________________________________________________
 NG0456  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0456  DYNAMIC HT  -         178.178 (meters)     584.57  (feet)  COMP
 NG0456  MODELED GRAV-     980,287.5   (mgal)                       NAVD 88
 NG0456
 NG0456  VERT ORDER  -  FIRST     CLASS II
 NG0456
 NG0456.The horizontal coordinates were scaled from a topographic map and have
 NG0456.an estimated accuracy of +/- 6 seconds.
 NG0456
 NG0456.The orthometric height was determined by differential leveling
 NG0456.and adjusted by the National Geodetic Survey in June 1991..
 NG0456
 NG0456.The geoid height was determined by GEOID03.
 NG0456
 NG0456.The dynamic height is computed by dividing the NAVD 88
 NG0456.geopotential number by the normal gravity value computed on the
 NG0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0456.degrees latitude (g = 980.6199 gals.).
 NG0456
 NG0456.The modeled gravity was interpolated from observed gravity values.
 NG0456
 NG0456;                    North         East    Units  Estimated Accuracy
 NG0456;SPC MI S     -    70,360.    3,824,800.      MT  (+/- 180 meters Scaled)
 NG0456
 NG0456                          SUPERSEDED SURVEY CONTROL
 NG0456
 NG0456  NGVD 29 (01/19/93)  178.396  (m)          585.29   (f) ADJUSTED    1 2
 NG0456
 NG0456.Superseded values are not recommended for survey control.
 NG0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0456.See file dsdata.txt to determine how the superseded data were derived.
 NG0456
 NG0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM425625(NAD 83)
 NG0456_MARKER: Z = SEE DESCRIPTION
 NG0456_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NG0456+WITH SETTING: PAVEMENT
 NG0456_SP_SET: DOCK
 NG0456_MARK LOGO: NONE  
 NG0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0456+STABILITY: SURFACE MOTION
 NG0456
 NG0456  HISTORY     - Date     Condition        Report By
 NG0456  HISTORY     - UNK      MONUMENTED       USLS
 NG0456  HISTORY     - 1985     GOOD             NGS
 NG0456
 NG0456                          STATION DESCRIPTION
 NG0456
 NG0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0456'IN ST JOSEPH.
 NG0456'IN ST JOSEPH, AT 127 NORTH PIER STREET, 2 CHISELED LINES IN THE METAL
 NG0456'PLATEING AT THE NORTHEAST CORNER OF THE COAST GUARD DOCK, 25.3 M (83.0
 NG0456'FT) EAST OF THE SOUTHEAST CORNER OF 127 NORTH PIER STREET (COAST GUARD
 NG0456'OFFICE BUILDING), 15.2 M (49.9 FT) SOUTHEAST OF THE SOUTH CORNER OF A
 NG0456'CONCRETE BASE FOR A FLAG POLE, 0.4 M (1.3 FT) EAST OF THE SOUTHEAST
 NG0456'END OF A CHAIN LINK FENCE, AND 0.3 M (1.0 FT) NORTH OF A WATER LEVEL
 NG0456'GAGE WELL.
 NG0456'THE MARK IS ABOVE LEVEL WITH THE DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0455 ***********************************************************************
 NG0455  DESIGNATION -  908 7036 WL 236
 NG0455  PID         -  NG0455
 NG0455  STATE/COUNTY-  MI/BERRIEN
 NG0455  USGS QUAD   -  BENTON HARBOR (1980)
 NG0455
 NG0455                         *CURRENT SURVEY CONTROL
 NG0455  ___________________________________________________________________
 NG0455* NAD 83(1986)-  42 06 50.     (N)    086 29 06.     (W)     SCALED    
 NG0455* NAVD 88     -       179.238  (meters)     588.05   (feet)  ADJUSTED  
 NG0455  ___________________________________________________________________
 NG0455  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0455  DYNAMIC HT  -         179.178 (meters)     587.85  (feet)  COMP
 NG0455  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NG0455
 NG0455  VERT ORDER  -  FIRST     CLASS II
 NG0455
 NG0455.The horizontal coordinates were scaled from a topographic map and have
 NG0455.an estimated accuracy of +/- 6 seconds.
 NG0455
 NG0455.The orthometric height was determined by differential leveling
 NG0455.and adjusted by the National Geodetic Survey in June 1991..
 NG0455
 NG0455.The geoid height was determined by GEOID03.
 NG0455
 NG0455.The dynamic height is computed by dividing the NAVD 88
 NG0455.geopotential number by the normal gravity value computed on the
 NG0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0455.degrees latitude (g = 980.6199 gals.).
 NG0455
 NG0455.The modeled gravity was interpolated from observed gravity values.
 NG0455
 NG0455;                    North         East    Units  Estimated Accuracy
 NG0455;SPC MI S     -    70,390.    3,824,830.      MT  (+/- 180 meters Scaled)
 NG0455
 NG0455                          SUPERSEDED SURVEY CONTROL
 NG0455
 NG0455  NGVD 29 (01/19/93)  179.397  (m)          588.57   (f) ADJUSTED    1 2
 NG0455
 NG0455.Superseded values are not recommended for survey control.
 NG0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0455.See file dsdata.txt to determine how the superseded data were derived.
 NG0455
 NG0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM425625(NAD 83)
 NG0455_MARKER: DJ = TIDAL STATION DISK
 NG0455_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0455_SP_SET: BUILDING
 NG0455_STAMPING: WL 236 1935 RCH
 NG0455_MARK LOGO: USLS  
 NG0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0455+STABILITY: SURFACE MOTION
 NG0455
 NG0455  HISTORY     - Date     Condition        Report By
 NG0455  HISTORY     - 1935     MONUMENTED       USLS
 NG0455  HISTORY     - 1985     GOOD             NGS
 NG0455
 NG0455                          STATION DESCRIPTION
 NG0455
 NG0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0455'IN ST JOSEPH.
 NG0455'IN ST JOSEPH, AT 127 NORTH PIER STREET, SET VERTICALLY IN THE
 NG0455'SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE COAST GUARD OFFICE
 NG0455'BUILDING, AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 NG0455'BUILDING AT 127 NORTH PIER STREET.
 NG0455'THE MARK IS 0.7 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0454 ***********************************************************************
 NG0454  DESIGNATION -  908 7036 WL 237
 NG0454  PID         -  NG0454
 NG0454  STATE/COUNTY-  MI/BERRIEN
 NG0454  USGS QUAD   -  BENTON HARBOR (1980)
 NG0454
 NG0454                         *CURRENT SURVEY CONTROL
 NG0454  ___________________________________________________________________
 NG0454* NAD 83(1986)-  42 06 51.     (N)    086 29 04.     (W)     SCALED    
 NG0454* NAVD 88     -       179.910  (meters)     590.25   (feet)  ADJUSTED  
 NG0454  ___________________________________________________________________
 NG0454  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0454  DYNAMIC HT  -         179.850 (meters)     590.06  (feet)  COMP
 NG0454  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NG0454
 NG0454  VERT ORDER  -  FIRST     CLASS II
 NG0454
 NG0454.The horizontal coordinates were scaled from a topographic map and have
 NG0454.an estimated accuracy of +/- 6 seconds.
 NG0454
 NG0454.The orthometric height was determined by differential leveling
 NG0454.and adjusted by the National Geodetic Survey in June 1991..
 NG0454
 NG0454.The geoid height was determined by GEOID03.
 NG0454
 NG0454.The dynamic height is computed by dividing the NAVD 88
 NG0454.geopotential number by the normal gravity value computed on the
 NG0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0454.degrees latitude (g = 980.6199 gals.).
 NG0454
 NG0454.The modeled gravity was interpolated from observed gravity values.
 NG0454
 NG0454;                    North         East    Units  Estimated Accuracy
 NG0454;SPC MI S     -    70,420.    3,824,870.      MT  (+/- 180 meters Scaled)
 NG0454
 NG0454                          SUPERSEDED SURVEY CONTROL
 NG0454
 NG0454  NGVD 29 (01/19/93)  180.069  (m)          590.78   (f) ADJUSTED    1 2
 NG0454
 NG0454.Superseded values are not recommended for survey control.
 NG0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0454.See file dsdata.txt to determine how the superseded data were derived.
 NG0454
 NG0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM426625(NAD 83)
 NG0454_MARKER: DJ = TIDAL STATION DISK
 NG0454_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0454_SP_SET: BUILDING
 NG0454_STAMPING: WL 237 1935 RCH
 NG0454_MARK LOGO: USLS  
 NG0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0454+STABILITY: SURFACE MOTION
 NG0454
 NG0454  HISTORY     - Date     Condition        Report By
 NG0454  HISTORY     - 1935     MONUMENTED       USLS
 NG0454  HISTORY     - 1985     GOOD             NGS
 NG0454
 NG0454                          STATION DESCRIPTION
 NG0454
 NG0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0454'IN ST JOSEPH.
 NG0454'IN ST JOSEPH, AT 127 NORTH PIER STREET, SET VERTICALLY IN THE SOUTH
 NG0454'FACE OF THE BRICK WALL OF THE MICHIGAN NATIONAL GUARD BUILDING, 91.0 M
 NG0454'(298.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF 127 NORTH PIER STREET,
 NG0454'(COAST GUARD OFFICE BUILDING), AND 0.5 M (1.6 FT) WEST OF THE
 NG0454'SOUTHEAST CORNER OF THE BUILDING.
 NG0454'THE MARK IS 0.9 M ABOVE A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2168 ***********************************************************************
 ME2168  DESIGNATION -  908 7037 D
 ME2168  PID         -  ME2168
 ME2168  STATE/COUNTY-  MI/BERRIEN
 ME2168  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2168
 ME2168                         *CURRENT SURVEY CONTROL
 ME2168  ___________________________________________________________________
 ME2168* NAD 83(1986)-  41 47 52.     (N)    086 44 48.     (W)     SCALED    
 ME2168* NAVD 88     -       183.260  (meters)     601.25   (feet)  ADJUSTED  
 ME2168  ___________________________________________________________________
 ME2168  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2168  DYNAMIC HT  -         183.193 (meters)     601.03  (feet)  COMP
 ME2168  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME2168
 ME2168  VERT ORDER  -  FIRST     CLASS II
 ME2168
 ME2168.The horizontal coordinates were scaled from a topographic map and have
 ME2168.an estimated accuracy of +/- 6 seconds.
 ME2168
 ME2168.The orthometric height was determined by differential leveling
 ME2168.and adjusted by the National Geodetic Survey in June 1991..
 ME2168
 ME2168.The geoid height was determined by GEOID03.
 ME2168
 ME2168.The dynamic height is computed by dividing the NAVD 88
 ME2168.geopotential number by the normal gravity value computed on the
 ME2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2168.degrees latitude (g = 980.6199 gals.).
 ME2168
 ME2168.The modeled gravity was interpolated from observed gravity values.
 ME2168
 ME2168;                    North         East    Units  Estimated Accuracy
 ME2168;SPC MI S     -    35,870.    3,802,200.      MT  (+/- 180 meters Scaled)
 ME2168
 ME2168                          SUPERSEDED SURVEY CONTROL
 ME2168
 ME2168  NGVD 29 (01/19/93)  183.382  (m)          601.65   (f) ADJUSTED    1 2
 ME2168
 ME2168.Superseded values are not recommended for survey control.
 ME2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2168.See file dsdata.txt to determine how the superseded data were derived.
 ME2168
 ME2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM210273(NAD 83)
 ME2168_MARKER: DJ = TIDAL STATION DISK
 ME2168_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2168_SP_SET: BRIDGE ABUTMENT
 ME2168_STAMPING: 7037 D 1977
 ME2168_MARK LOGO: NOS   
 ME2168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2168
 ME2168  HISTORY     - Date     Condition        Report By
 ME2168  HISTORY     - 1977     MONUMENTED       NOS
 ME2168  HISTORY     - 1985     GOOD             NGS
 ME2168  HISTORY     - 19980606 GOOD             USPSQD
 ME2168  HISTORY     - 20010331 GOOD             NGS
 ME2168
 ME2168                          STATION DESCRIPTION
 ME2168
 ME2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2168'IN NEW BUFFALO.
 ME2168'IN NEW BUFFALO, AT THE INTERSECTION OF WHITTAKER STREET AND THE GALIEN
 ME2168'RIVER, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 ME2168'STREET BRIDGE SPANNING THE RIVER, 7.0 M (23.0 FT) SOUTHWEST OF THE
 ME2168'CENTERLINE OF THE STREET, AND 0.2 M (0.7 FT) NORTHEAST OF THE
 ME2168'SOUTHWEST END OF THE ABUTMENT.
 ME2168'THE MARK IS 0.3 M BELOW THE STREET.
 ME2168
 ME2168                          STATION RECOVERY (1998)
 ME2168
 ME2168'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2168'RECOVERED IN GOOD CONDITION.
 ME2168
 ME2168                          STATION RECOVERY (2001)
 ME2168
 ME2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2168'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2169 ***********************************************************************
 ME2169  DESIGNATION -  908 7037 E
 ME2169  PID         -  ME2169
 ME2169  STATE/COUNTY-  MI/BERRIEN
 ME2169  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2169
 ME2169                         *CURRENT SURVEY CONTROL
 ME2169  ___________________________________________________________________
 ME2169* NAD 83(1986)-  41 47 54.     (N)    086 44 49.     (W)     SCALED    
 ME2169* NAVD 88     -       183.298  (meters)     601.37   (feet)  ADJUSTED  
 ME2169  ___________________________________________________________________
 ME2169  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2169  DYNAMIC HT  -         183.231 (meters)     601.15  (feet)  COMP
 ME2169  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME2169
 ME2169  VERT ORDER  -  FIRST     CLASS II
 ME2169
 ME2169.The horizontal coordinates were scaled from a topographic map and have
 ME2169.an estimated accuracy of +/- 6 seconds.
 ME2169
 ME2169.The orthometric height was determined by differential leveling
 ME2169.and adjusted by the National Geodetic Survey in June 1991..
 ME2169
 ME2169.The geoid height was determined by GEOID03.
 ME2169
 ME2169.The dynamic height is computed by dividing the NAVD 88
 ME2169.geopotential number by the normal gravity value computed on the
 ME2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2169.degrees latitude (g = 980.6199 gals.).
 ME2169
 ME2169.The modeled gravity was interpolated from observed gravity values.
 ME2169
 ME2169;                    North         East    Units  Estimated Accuracy
 ME2169;SPC MI S     -    35,940.    3,802,180.      MT  (+/- 180 meters Scaled)
 ME2169
 ME2169                          SUPERSEDED SURVEY CONTROL
 ME2169
 ME2169  NGVD 29 (01/19/93)  183.420  (m)          601.77   (f) ADJUSTED    1 2
 ME2169
 ME2169.Superseded values are not recommended for survey control.
 ME2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2169.See file dsdata.txt to determine how the superseded data were derived.
 ME2169
 ME2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM210274(NAD 83)
 ME2169_MARKER: DJ = TIDAL STATION DISK
 ME2169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2169_SP_SET: BRIDGE ABUTMENT
 ME2169_STAMPING: 7037 E 1977
 ME2169_MARK LOGO: NOS   
 ME2169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2169
 ME2169  HISTORY     - Date     Condition        Report By
 ME2169  HISTORY     - 1977     MONUMENTED       NOS
 ME2169  HISTORY     - 1985     GOOD             NGS
 ME2169  HISTORY     - 19980606 GOOD             USPSQD
 ME2169  HISTORY     - 20010331 GOOD             NGS
 ME2169
 ME2169                          STATION DESCRIPTION
 ME2169
 ME2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2169'IN NEW BUFFALO.
 ME2169'IN NEW BUFFALO, AT THE INTERSECTION OF WHITTAKER STREET AND THE GALIEN
 ME2169'RIVER, IN THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE
 ME2169'STREET BRIDGE SPANNING THE RIVER, 5.9 M (19.4 FT) NORTHEAST OF THE
 ME2169'CENTERLINE OF THE STREET, AND 0.2 M (0.7 FT) SOUTHWEST OF THE
 ME2169'NORTHEAST END OF THE ABUTMENT.
 ME2169'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2169
 ME2169                          STATION RECOVERY (1998)
 ME2169
 ME2169'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2169'RECOVERED IN GOOD CONDITION.
 ME2169
 ME2169                          STATION RECOVERY (2001)
 ME2169
 ME2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2169'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2170 ***********************************************************************
 ME2170  DESIGNATION -  908 7037 POLE
 ME2170  PID         -  ME2170
 ME2170  STATE/COUNTY-  MI/BERRIEN
 ME2170  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME2170
 ME2170                         *CURRENT SURVEY CONTROL
 ME2170  ___________________________________________________________________
 ME2170* NAD 83(1986)-  41 47 43.     (N)    086 45 06.     (W)     SCALED    
 ME2170* NAVD 88     -       179.369  (meters)     588.48   (feet)  ADJUSTED  
 ME2170  ___________________________________________________________________
 ME2170  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2170  DYNAMIC HT  -         179.303 (meters)     588.26  (feet)  COMP
 ME2170  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME2170
 ME2170  VERT ORDER  -  FIRST     CLASS II
 ME2170
 ME2170.The horizontal coordinates were scaled from a topographic map and have
 ME2170.an estimated accuracy of +/- 6 seconds.
 ME2170
 ME2170.The orthometric height was determined by differential leveling
 ME2170.and adjusted by the National Geodetic Survey in June 1991..
 ME2170
 ME2170.The geoid height was determined by GEOID03.
 ME2170
 ME2170.The dynamic height is computed by dividing the NAVD 88
 ME2170.geopotential number by the normal gravity value computed on the
 ME2170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2170.degrees latitude (g = 980.6199 gals.).
 ME2170
 ME2170.The modeled gravity was interpolated from observed gravity values.
 ME2170
 ME2170;                    North         East    Units  Estimated Accuracy
 ME2170;SPC MI S     -    35,610.    3,801,780.      MT  (+/- 180 meters Scaled)
 ME2170
 ME2170                          SUPERSEDED SURVEY CONTROL
 ME2170
 ME2170  NGVD 29 (01/19/93)  179.491  (m)          588.88   (f) ADJUSTED    1 2
 ME2170
 ME2170.Superseded values are not recommended for survey control.
 ME2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2170.See file dsdata.txt to determine how the superseded data were derived.
 ME2170
 ME2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM206270(NAD 83)
 ME2170_MARKER: Q = CHISELED SQUARE
 ME2170_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2170+WITH SETTING: PAVEMENT
 ME2170_SP_SET: CONCRETE BASE
 ME2170_MARK LOGO: NONE  
 ME2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2170+STABILITY: SURFACE MOTION
 ME2170
 ME2170  HISTORY     - Date     Condition        Report By
 ME2170  HISTORY     - UNK      MONUMENTED       USLS
 ME2170  HISTORY     - 1985     GOOD             NGS
 ME2170  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 ME2170  HISTORY     - 20010331 MARK NOT FOUND   NGS
 ME2170
 ME2170                          STATION DESCRIPTION
 ME2170
 ME2170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2170'IN NEW BUFFALO.
 ME2170'IN NEW BUFFALO, AT THE INTERSECTION OF WATER AND NORTH WILLARD
 ME2170'STREETS, A CHISELED SQUARE IN THE NORTHEAST CORNER OF THE CONCRETE
 ME2170'BASE OF THE FLAGPOLE IN FRONT OF THE NEW BUFFALO YACHT CLUB, 28.3 M
 ME2170'(92.8 FT) NORTHWEST OF THE CENTER OF WATER STREET, 14.6 M (47.9 FT)
 ME2170'SOUTHWEST OF THE EXTENDED CENTER OF WILLARD STREET, AND 3.5 M (11.5
 ME2170'FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE CLUB HOUSE.
 ME2170'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2170
 ME2170                          STATION RECOVERY (1998)
 ME2170
 ME2170'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2170'MARK NOT FOUND.
 ME2170
 ME2170                          STATION RECOVERY (2001)
 ME2170
 ME2170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2170'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2171 ***********************************************************************
 ME2171  DESIGNATION -  908 7037 PROP A
 ME2171  PID         -  ME2171
 ME2171  STATE/COUNTY-  MI/BERRIEN
 ME2171  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME2171
 ME2171                         *CURRENT SURVEY CONTROL
 ME2171  ___________________________________________________________________
 ME2171* NAD 83(1986)-  41 47 42.     (N)    086 45 06.     (W)     SCALED    
 ME2171* NAVD 88     -       179.543  (meters)     589.05   (feet)  ADJUSTED  
 ME2171  ___________________________________________________________________
 ME2171  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2171  DYNAMIC HT  -         179.477 (meters)     588.83  (feet)  COMP
 ME2171  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME2171
 ME2171  VERT ORDER  -  FIRST     CLASS II
 ME2171
 ME2171.The horizontal coordinates were scaled from a topographic map and have
 ME2171.an estimated accuracy of +/- 6 seconds.
 ME2171
 ME2171.The orthometric height was determined by differential leveling
 ME2171.and adjusted by the National Geodetic Survey in June 1991..
 ME2171
 ME2171.The geoid height was determined by GEOID03.
 ME2171
 ME2171.The dynamic height is computed by dividing the NAVD 88
 ME2171.geopotential number by the normal gravity value computed on the
 ME2171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2171.degrees latitude (g = 980.6199 gals.).
 ME2171
 ME2171.The modeled gravity was interpolated from observed gravity values.
 ME2171
 ME2171;                    North         East    Units  Estimated Accuracy
 ME2171;SPC MI S     -    35,580.    3,801,780.      MT  (+/- 180 meters Scaled)
 ME2171
 ME2171                          SUPERSEDED SURVEY CONTROL
 ME2171
 ME2171  NGVD 29 (01/19/93)  179.665  (m)          589.45   (f) ADJUSTED    1 2
 ME2171
 ME2171.Superseded values are not recommended for survey control.
 ME2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2171.See file dsdata.txt to determine how the superseded data were derived.
 ME2171
 ME2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM206270(NAD 83)
 ME2171_MARKER: Q = CHISELED SQUARE
 ME2171_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 ME2171+WITH SETTING: PAVEMENT
 ME2171_SP_SET: CONCRETE PAD
 ME2171_MARK LOGO: NONE  
 ME2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2171+STABILITY: SURFACE MOTION
 ME2171
 ME2171  HISTORY     - Date     Condition        Report By
 ME2171  HISTORY     - UNK      MONUMENTED       NOS
 ME2171  HISTORY     - 1985     GOOD             NGS
 ME2171  HISTORY     - 19980607 MARK NOT FOUND   USPSQD
 ME2171  HISTORY     - 20010331 MARK NOT FOUND   NGS
 ME2171
 ME2171                          STATION DESCRIPTION
 ME2171
 ME2171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2171'IN NEW BUFFALO.
 ME2171'IN NEW BUFFALO, AT THE INTERSECTION OF WATER AND NORTH WILLARD
 ME2171'STREETS, A CHISELED SQUARE IN THE SOUTHEAST CORNER OF A CONCRETE PAD
 ME2171'SUPPORTING A LARGE PROPELLER WITH THE LETTERS NBYC ON THE FRONT LAWN
 ME2171'OF THE NEW BUFFALO YATCH CLUB, 12.3 M (40.4 FT) SOUTHWEST OF THE
 ME2171'EXTENDED CENTER OF NORTH WOLLARD STREET, AND 7.8 M (25.6 FT) NORTHWEST
 ME2171'OF THE CENTER OF WATER STREET.
 ME2171'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 ME2171
 ME2171                          STATION RECOVERY (1998)
 ME2171
 ME2171'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2171'MARK NOT FOUND.
 ME2171
 ME2171                          STATION RECOVERY (2001)
 ME2171
 ME2171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2171'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0189 ***********************************************************************
 QL0189  DESIGNATION -  908 7093 IRON USE
 QL0189  PID         -  QL0189
 QL0189  STATE/COUNTY-  MI/DELTA
 QL0189  USGS QUAD   -  GLADSTONE (1985)
 QL0189
 QL0189                         *CURRENT SURVEY CONTROL
 QL0189  ___________________________________________________________________
 QL0189* NAD 83(1986)-  45 52 15.     (N)    087 00 32.     (W)     SCALED    
 QL0189* NAVD 88     -       179.369  (meters)     588.48   (feet)  ADJUSTED  
 QL0189  ___________________________________________________________________
 QL0189  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 QL0189  DYNAMIC HT  -         179.371 (meters)     588.49  (feet)  COMP
 QL0189  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 QL0189
 QL0189  VERT ORDER  -  FIRST     CLASS 0
 QL0189
 QL0189.The horizontal coordinates were scaled from a topographic map and have
 QL0189.an estimated accuracy of +/- 6 seconds.
 QL0189
 QL0189.The orthometric height was determined by differential leveling
 QL0189.and adjusted by the National Geodetic Survey in June 1991..
 QL0189.WARNING-Repeat measurements at this control monument indicate possible
 QL0189.vertical movement.
 QL0189
 QL0189.The geoid height was determined by GEOID03.
 QL0189
 QL0189.The dynamic height is computed by dividing the NAVD 88
 QL0189.geopotential number by the normal gravity value computed on the
 QL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0189.degrees latitude (g = 980.6199 gals.).
 QL0189
 QL0189.The modeled gravity was interpolated from observed gravity values.
 QL0189
 QL0189;                    North         East    Units  Estimated Accuracy
 QL0189;SPC MI N     -   120,870.    7,999,310.      MT  (+/- 180 meters Scaled)
 QL0189
 QL0189                          SUPERSEDED SURVEY CONTROL
 QL0189
 QL0189.No superseded survey control is available for this station.
 QL0189
 QL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR993796(NAD 83)
 QL0189_MARKER: DD = SURVEY DISK
 QL0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0189_SP_SET: BUILDING
 QL0189_STAMPING: IRON
 QL0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0189
 QL0189  HISTORY     - Date     Condition        Report By
 QL0189  HISTORY     - UNK      MONUMENTED       DOD
 QL0189  HISTORY     - 1972     GOOD             NGS
 QL0189  HISTORY     - 1975     GOOD             NOS
 QL0189
 QL0189                          STATION DESCRIPTION
 QL0189
 QL0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0189'2.6 MI NE FROM GLADSTONE.
 QL0189'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0189'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0189'1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2 TO THE SMALL
 QL0189'COMMUNITY OF KIPLING, THENCE 0.1 MILE SOUTHEAST ALONG COUNTY
 QL0189'ROAD F 1 S TO GATE OF CITIES SERVICE OIL COMPANY, THENCE 0.1
 QL0189'MILE SOUTHEAST ALONG A GRAVEL ROAD TO THE MOST SOUTHEAST ONE OF
 QL0189'2-VERY LARGE ABANDONED CONCRETE BUILDING, 25 1/2 FEET SOUTHWEST
 QL0189'OF THE CENTER LINE OF THE ROAD LEADING TO A DOCK, SET VERTICALLY
 QL0189'IN THE SOUTHEAST FACE OF THE BUILDING, 0.6 FOOT SOUTHWEST OF THE
 QL0189'EAST CORNER OF THE BUILDING AND 4.4 FEET ABOVE THE LEVEL OF THE
 QL0189'GROUND.  SECTION 10, T 40 N, R 22 W.
 QL0189
 QL0189                          STATION RECOVERY (1975)
 QL0189
 QL0189'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0189'MARK IS ON PROPERTY OF CITIES SERVICE OIL COMPANY, ABOUT 450 FT.
 QL0189'NORTHWEST OF THE WATERS EDGE, ON EASTERLY FACE OF LARGER OF TWO TWO
 QL0189'STORY CONCRETE WAREHOUSE BUILDINGS BUILT BY CLEVELAND CLIFFS IRON
 QL0189'COMPANY IN 1905, 0.6 FT. FROM THE NORTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0190 ***********************************************************************
 QL0190  DESIGNATION -  908 7093 RUINS USLS
 QL0190  PID         -  QL0190
 QL0190  STATE/COUNTY-  MI/DELTA
 QL0190  USGS QUAD   -  GLADSTONE (1985)
 QL0190
 QL0190                         *CURRENT SURVEY CONTROL
 QL0190  ___________________________________________________________________
 QL0190* NAD 83(1986)-  45 52 14.     (N)    087 00 23.     (W)     SCALED    
 QL0190* NAVD 88     -       179.937  (meters)     590.34   (feet)  ADJUSTED  
 QL0190  ___________________________________________________________________
 QL0190  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 QL0190  DYNAMIC HT  -         179.938 (meters)     590.35  (feet)  COMP
 QL0190  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 QL0190
 QL0190  VERT ORDER  -  FIRST     CLASS 0
 QL0190
 QL0190.The horizontal coordinates were scaled from a topographic map and have
 QL0190.an estimated accuracy of +/- 6 seconds.
 QL0190
 QL0190.The orthometric height was determined by differential leveling
 QL0190.and adjusted by the National Geodetic Survey in June 1991..
 QL0190.WARNING-Repeat measurements at this control monument indicate possible
 QL0190.vertical movement.
 QL0190
 QL0190.The geoid height was determined by GEOID03.
 QL0190
 QL0190.The dynamic height is computed by dividing the NAVD 88
 QL0190.geopotential number by the normal gravity value computed on the
 QL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0190.degrees latitude (g = 980.6199 gals.).
 QL0190
 QL0190.The modeled gravity was interpolated from observed gravity values.
 QL0190
 QL0190;                    North         East    Units  Estimated Accuracy
 QL0190;SPC MI N     -   120,840.    7,999,500.      MT  (+/- 180 meters Scaled)
 QL0190
 QL0190                          SUPERSEDED SURVEY CONTROL
 QL0190
 QL0190.No superseded survey control is available for this station.
 QL0190
 QL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR995796(NAD 83)
 QL0190_MARKER: B = BOLT
 QL0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0190_SP_SET: FLOOR
 QL0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0190
 QL0190  HISTORY     - Date     Condition        Report By
 QL0190  HISTORY     - UNK      MONUMENTED       USLS
 QL0190  HISTORY     - 1972     GOOD             NGS
 QL0190  HISTORY     - 1975     GOOD             NOS
 QL0190
 QL0190                          STATION DESCRIPTION
 QL0190
 QL0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0190'2.8 MI NE FROM GLADSTONE.
 QL0190'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND
 QL0190'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0190'1.2 MILES NORTHEAST ALONG U.S. HIGHWAY 2 (OLD), THENCE 0.1 MILE
 QL0190'SOUTHEAST ALONG COUNTY ROAD F 1 S, THENCE 0.2 MILE SOUTHEAST
 QL0190'ALONG A GRAVEL ROAD TO A DOCK AND OLD CONCRETE RUINS OF
 QL0190'BUILDINGS, 128 1/2 FEET EAST OF THE MOST EASTERLY ONE OF 14
 QL0190'LARGE OIL STORAGE TANKS, 239 FEET NORTHWEST OF 4 LARGE
 QL0190'FLOODLIGHTS, 28 FEET NORTHEAST OF A RANGE LIGHT THAT IS PAINTED
 QL0190'RED, A CHISELED CROSS ON THE TOP OF MOST SOUTHWEST ONE OF
 QL0190'3 - 1 1/4 INCH IRON BOLTS THAT PROJECTS 5 INCHES ABOVE THE
 QL0190'FLOOR OF OLD BUILDING RUINS, AND 4 FEET ABOVE THE LEVEL OF THE
 QL0190'GROUND.  SECTION 10, T 40 N, R 22 W.
 QL0190
 QL0190                          STATION RECOVERY (1975)
 QL0190
 QL0190'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0190'MARK IS ON PROPERTY OF CITIES SERVICE OIL COMPANY, IN RUINS OF OLD
 QL0190'BUILDING, ABOUT 200 FT. NORTHWEST OF THE WATERS EDGE, NEAR SOUTH
 QL0190'CORNER OF THE RUINS, 28.3 FT. NORTHEAST OF A REAR RANGE LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0191 ***********************************************************************
 QL0191  DESIGNATION -  908 7093 TANK USLS
 QL0191  PID         -  QL0191
 QL0191  STATE/COUNTY-  MI/DELTA
 QL0191  USGS QUAD   -  GLADSTONE (1985)
 QL0191
 QL0191                         *CURRENT SURVEY CONTROL
 QL0191  ___________________________________________________________________
 QL0191* NAD 83(1986)-  45 52 13.     (N)    087 00 19.     (W)     SCALED    
 QL0191* NAVD 88     -       178.197  (meters)     584.63   (feet)  ADJUSTED  
 QL0191  ___________________________________________________________________
 QL0191  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 QL0191  DYNAMIC HT  -         178.199 (meters)     584.64  (feet)  COMP
 QL0191  MODELED GRAV-     980,620.6   (mgal)                       NAVD 88
 QL0191
 QL0191  VERT ORDER  -  FIRST     CLASS 0
 QL0191
 QL0191.The horizontal coordinates were scaled from a topographic map and have
 QL0191.an estimated accuracy of +/- 6 seconds.
 QL0191
 QL0191.The orthometric height was determined by differential leveling
 QL0191.and adjusted by the National Geodetic Survey in June 1991..
 QL0191.WARNING-Repeat measurements at this control monument indicate possible
 QL0191.vertical movement.
 QL0191
 QL0191.The geoid height was determined by GEOID03.
 QL0191
 QL0191.The dynamic height is computed by dividing the NAVD 88
 QL0191.geopotential number by the normal gravity value computed on the
 QL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0191.degrees latitude (g = 980.6199 gals.).
 QL0191
 QL0191.The modeled gravity was interpolated from observed gravity values.
 QL0191
 QL0191;                    North         East    Units  Estimated Accuracy
 QL0191;SPC MI N     -   120,810.    7,999,590.      MT  (+/- 180 meters Scaled)
 QL0191
 QL0191                          SUPERSEDED SURVEY CONTROL
 QL0191
 QL0191.No superseded survey control is available for this station.
 QL0191
 QL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR995796(NAD 83)
 QL0191_MARKER: DD = SURVEY DISK
 QL0191_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0191_SP_SET: 25 FT
 QL0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0191
 QL0191  HISTORY     - Date     Condition        Report By
 QL0191  HISTORY     - UNK      MONUMENTED       USLS
 QL0191  HISTORY     - 1972     GOOD             NGS
 QL0191  HISTORY     - 1975     GOOD             NOS
 QL0191
 QL0191                          STATION DESCRIPTION
 QL0191
 QL0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0191'2.8 MI NE FROM GLADSTONE.
 QL0191'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0191'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0191'1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2, THENCE 0.1 MILE
 QL0191'SOUTHEAST ALONG COUNTY ROAD F 1 S, THENCE 0.2 MILE SOUTHEAST
 QL0191'ALONG A GRAVEL ROAD, 362 FEET EAST OF THE MOST EASTERLY ONE OF
 QL0191'14 LARGE OIL STORAGE TANKS, 217.4 FEET NORTHEAST OF 4 LARGE
 QL0191'FLOOD LIGHTS, 96 FEET SOUTHWEST OF A TIDE GUAGE, 34 FEET
 QL0191'NORTHWEST OF THE NORTHWEST EDGE OF A WOODEN BULKHEAD FOR DOCK,
 QL0191'247 FEET EAST OF RUINS (USLS) DESCRIBED, THE TOP OF 5/8 INCH
 QL0191'COPPER COATED STEEL ROD 10 INCHES BELOW THE LEVEL OF THE GROUND.
 QL0191'THE ROD WAS DRIVEN TO A DEPTH OF 25 FEET.  SECTION 10, T 40 N,
 QL0191'R 22 W.
 QL0191
 QL0191                          STATION RECOVERY (1975)
 QL0191
 QL0191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0191'MARK IS ON PROPERTY OF CITIES SERVICE OIL COMPANY, 217.4 FT. NORTHEAST
 QL0191'OF POLE SUPPORTING FLOOD LIGHTS, 102.0 FT. SOUTHWEST OF NORTHEAST
 QL0191'CORNER OF WOOD DOCK WALL, 36.0 FT. NORTHWEST OF FACE OF WOOD DOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8316 ***********************************************************************
 AC8316  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8316  DESIGNATION -  908 7096 F
 AC8316  PID         -  AC8316
 AC8316  STATE/COUNTY-  MI/SCHOOLCRAFT
 AC8316  USGS QUAD   -  HUGHES POINT (1972)
 AC8316
 AC8316                         *CURRENT SURVEY CONTROL
 AC8316  ___________________________________________________________________
 AC8316* NAD 83(1986)-  45 58 18.     (N)    085 52 23.     (W)     SCALED    
 AC8316* NAVD 88     -       181.804  (meters)     596.47   (feet)  ADJUSTED  
 AC8316  ___________________________________________________________________
 AC8316  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AC8316  DYNAMIC HT  -         181.812 (meters)     596.49  (feet)  COMP
 AC8316  MODELED GRAV-     980,655.3   (mgal)                       NAVD 88
 AC8316
 AC8316  VERT ORDER  -  SECOND    CLASS I
 AC8316
 AC8316.The horizontal coordinates were scaled from a topographic map and have
 AC8316.an estimated accuracy of +/- 6 seconds.
 AC8316
 AC8316.The orthometric height was determined by differential leveling
 AC8316.and adjusted by the National Geodetic Survey in July 1997..
 AC8316
 AC8316.This Tidal Bench Mark is designated as VM 13238
 AC8316.by the Center for Operational Oceanographic Products and Services.
 AC8316
 AC8316.The geoid height was determined by GEOID03.
 AC8316
 AC8316.The dynamic height is computed by dividing the NAVD 88
 AC8316.geopotential number by the normal gravity value computed on the
 AC8316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8316.degrees latitude (g = 980.6199 gals.).
 AC8316
 AC8316.The modeled gravity was interpolated from observed gravity values.
 AC8316
 AC8316;                    North         East    Units  Estimated Accuracy
 AC8316;SPC MI N     -   132,700.    8,087,330.      MT  (+/- 180 meters Scaled)
 AC8316
 AC8316                          SUPERSEDED SURVEY CONTROL
 AC8316
 AC8316.No superseded survey control is available for this station.
 AC8316
 AC8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER873915(NAD 83)
 AC8316_MARKER: DB = BENCH MARK DISK
 AC8316_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8316+WITH SETTING: PAVEMENT
 AC8316_SP_SET: FLAG POLE BASE
 AC8316_STAMPING: 7096 F 1979
 AC8316_MARK LOGO: NOS   
 AC8316_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8316+STABILITY: SURFACE MOTION
 AC8316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC8316+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AC8316
 AC8316  HISTORY     - Date     Condition        Report By
 AC8316  HISTORY     - 1979     MONUMENTED       NOS
 AC8316  HISTORY     - 19940909 GOOD             NOS
 AC8316  HISTORY     - 19950921 GOOD             NOS
 AC8316  HISTORY     - 20060915 GOOD             USPSQD
 AC8316
 AC8316                          STATION DESCRIPTION
 AC8316
 AC8316'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8316'IN PORT INLAND, ON THE WEST SIDE OF COUNTY ROAD 432, ABOUT 8.4 MILES
 AC8316'(13.5 KM) EAST OF THE VILLAGE OF GULLIVER, IN FRONT OF SPECIALTY
 AC8316'MINERALS INC.  OFFICE BUILDING, (OLD PORT INLAND LIME AND STONE CO.) ,
 AC8316'4.9 METERS (16.1 FT) WEST OF THE INNER FACE OF WEST CURB, 0.3 METERS
 AC8316'(1.0 FT) SOUTHEAST OF THE EASTERLY FLAG POLE, BEING THE HIGHEST POINT
 AC8316'OF A STANDARD NOS DISK SET 0.17 METERS (0.56 FT) NORTHWEST OF THE
 AC8316'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
 AC8316
 AC8316                          STATION RECOVERY (1995)
 AC8316
 AC8316'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC8316'IN PORT INLAND, ON THE WEST SIDE OF COUNTY ROAD 432, ABOUT 8.4 MILES
 AC8316'(13.5 KM) EAST OF THE VILLAGE OF GULLIVER, IN FRONT OF SPECIALTY
 AC8316'MINERALS INC.  OFFICE BUILDING, (OLD PORT INLAND LIME AND STONE CO.) ,
 AC8316'4.9 METERS (16.1 FT) WEST OF THE INNER FACE OF WEST CURB, 0.3 METERS
 AC8316'(1.0 FT) SOUTHEAST OF THE EASTERLY FLAG POLE, BEING THE HIGHEST POINT
 AC8316'OF A STANDARD NOS DISK SET 0.17 METERS (0.56 FT) NORTHWEST OF THE
 AC8316'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
 AC8316
 AC8316                          STATION RECOVERY (2006)
 AC8316
 AC8316'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AC8316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8317 ***********************************************************************
 AC8317  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8317  DESIGNATION -  908 7096 G
 AC8317  PID         -  AC8317
 AC8317  STATE/COUNTY-  MI/SCHOOLCRAFT
 AC8317  USGS QUAD   -  HUGHES POINT (1972)
 AC8317
 AC8317                         *CURRENT SURVEY CONTROL
 AC8317  ___________________________________________________________________
 AC8317* NAD 83(1986)-  45 58 12.     (N)    085 52 28.     (W)     SCALED    
 AC8317* NAVD 88     -       181.363  (meters)     595.02   (feet)  ADJUSTED  
 AC8317  ___________________________________________________________________
 AC8317  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AC8317  DYNAMIC HT  -         181.371 (meters)     595.05  (feet)  COMP
 AC8317  MODELED GRAV-     980,655.0   (mgal)                       NAVD 88
 AC8317
 AC8317  VERT ORDER  -  SECOND    CLASS I
 AC8317
 AC8317.The horizontal coordinates were scaled from a topographic map and have
 AC8317.an estimated accuracy of +/- 6 seconds.
 AC8317
 AC8317.The orthometric height was determined by differential leveling
 AC8317.and adjusted by the National Geodetic Survey in July 1997..
 AC8317
 AC8317.This Tidal Bench Mark is designated as VM 13239
 AC8317.by the Center for Operational Oceanographic Products and Services.
 AC8317
 AC8317.The geoid height was determined by GEOID03.
 AC8317
 AC8317.The dynamic height is computed by dividing the NAVD 88
 AC8317.geopotential number by the normal gravity value computed on the
 AC8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8317.degrees latitude (g = 980.6199 gals.).
 AC8317
 AC8317.The modeled gravity was interpolated from observed gravity values.
 AC8317
 AC8317;                    North         East    Units  Estimated Accuracy
 AC8317;SPC MI N     -   132,510.    8,087,230.      MT  (+/- 180 meters Scaled)
 AC8317
 AC8317                          SUPERSEDED SURVEY CONTROL
 AC8317
 AC8317.No superseded survey control is available for this station.
 AC8317
 AC8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER872913(NAD 83)
 AC8317_MARKER: DB = BENCH MARK DISK
 AC8317_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC8317+WITH SETTING: PAVEMENT
 AC8317_SP_SET: STORAGE PLATFORM
 AC8317_STAMPING: 7096 G 1981
 AC8317_MARK LOGO: NOS   
 AC8317_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8317+STABILITY: SURFACE MOTION
 AC8317
 AC8317  HISTORY     - Date     Condition        Report By
 AC8317  HISTORY     - 1981     MONUMENTED       NOS
 AC8317  HISTORY     - 19940909 GOOD             NOS
 AC8317  HISTORY     - 19950921 GOOD             NOS
 AC8317
 AC8317                          STATION DESCRIPTION
 AC8317
 AC8317'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8317'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM THE
 AC8317'VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC. (OLD
 AC8317'PORT INLAND LIME AND STONE CO.) , LOCATED AT THE WEST SIDE AND NEAR
 AC8317'THE SOUTHWEST CORNER OF THE OIL HOUSE (BUILDING NO.  9) , ON A 72.
 AC8317'FT.  (21.9 M) X 35 FT.  (10.7 M) CONCRETE STORAGE PLATFORM, 2.5 FEET
 AC8317'(0.8 M) NORTH OF THE STEPS LEADING TO BUILDING.
 AC8317
 AC8317                          STATION RECOVERY (1995)
 AC8317
 AC8317'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC8317'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM THE
 AC8317'VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC. (OLD
 AC8317'PORT INLAND LIME AND STONE CO.) , LOCATED AT THE WEST SIDE AND NEAR
 AC8317'THE SOUTHWEST CORNER OF THE OIL HOUSE (BUILDING NO.  9) , ON A 72.
 AC8317'FT.  (21.9 M) X 35 FT.  (10.7 M) CONCRETE STORAGE PLATFORM, 2.5 FEET
 AC8317'(0.8 M) NORTH OF THE STEPS LEADING TO BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8318 ***********************************************************************
 AC8318  TIDAL BM    -  This is a Tidal Bench Mark.
 AC8318  DESIGNATION -  908 7096 H
 AC8318  PID         -  AC8318
 AC8318  STATE/COUNTY-  MI/SCHOOLCRAFT
 AC8318  USGS QUAD   -  HUGHES POINT (1972)
 AC8318
 AC8318                         *CURRENT SURVEY CONTROL
 AC8318  ___________________________________________________________________
 AC8318* NAD 83(1986)-  45 58 12.     (N)    085 52 16.     (W)     SCALED    
 AC8318* NAVD 88     -       178.572  (meters)     585.87   (feet)  ADJUSTED  
 AC8318  ___________________________________________________________________
 AC8318  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AC8318  DYNAMIC HT  -         178.580 (meters)     585.89  (feet)  COMP
 AC8318  MODELED GRAV-     980,654.8   (mgal)                       NAVD 88
 AC8318
 AC8318  VERT ORDER  -  SECOND    CLASS I
 AC8318
 AC8318.The horizontal coordinates were scaled from a topographic map and have
 AC8318.an estimated accuracy of +/- 6 seconds.
 AC8318
 AC8318.The orthometric height was determined by differential leveling
 AC8318.and adjusted by the National Geodetic Survey in July 1997..
 AC8318
 AC8318.This Tidal Bench Mark is designated as VM 13240
 AC8318.by the Center for Operational Oceanographic Products and Services.
 AC8318
 AC8318.The geoid height was determined by GEOID03.
 AC8318
 AC8318.The dynamic height is computed by dividing the NAVD 88
 AC8318.geopotential number by the normal gravity value computed on the
 AC8318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC8318.degrees latitude (g = 980.6199 gals.).
 AC8318
 AC8318.The modeled gravity was interpolated from observed gravity values.
 AC8318
 AC8318;                    North         East    Units  Estimated Accuracy
 AC8318;SPC MI N     -   132,510.    8,087,490.      MT  (+/- 180 meters Scaled)
 AC8318
 AC8318                          SUPERSEDED SURVEY CONTROL
 AC8318
 AC8318.No superseded survey control is available for this station.
 AC8318
 AC8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER874913(NAD 83)
 AC8318_MARKER: DB = BENCH MARK DISK
 AC8318_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC8318_SP_SET: BULKHEAD
 AC8318_STAMPING: 7096 H
 AC8318_MARK LOGO: NOS   
 AC8318_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC8318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC8318
 AC8318  HISTORY     - Date     Condition        Report By
 AC8318  HISTORY     - 1991     MONUMENTED       NOS
 AC8318  HISTORY     - 19940909 GOOD             NOS
 AC8318  HISTORY     - 19950921 GOOD             NOS
 AC8318
 AC8318                          STATION DESCRIPTION
 AC8318
 AC8318'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AC8318'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ALONG COUNTY ROAD 432 FROM
 AC8318'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.
 AC8318'(OLD PORT INLAND LIME AND STONE CO.) , 550 FEET (167.6 M) SOUTH OF THE
 AC8318'NORTHWEST CORNER OF THE HARBOR, 44.0 FEET (13.4 M) EAST OF THE MOST
 AC8318'NORTHERLY LEG OF A CONVEYOR STATION, 13.8 FEET (4.2 M) NORTH OF THE
 AC8318'NORTH RAIL LEADING TO THE CONVEYOR STATION, 3.3 FEET (1.0 M) WEST OF
 AC8318'THE BULKHEAD FACE, SET FLUSH IN TOP OF CONCRETE BULKHEAD.
 AC8318
 AC8318                          STATION RECOVERY (1995)
 AC8318
 AC8318'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AC8318'IN PORT INLAND, 8.4 MILES (13.5 KM) EAST ALONG COUNTY ROAD 432 FROM
 AC8318'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.
 AC8318'(OLD PORT INLAND LIME AND STONE CO.) , 550 FEET (167.6 M) SOUTH OF THE
 AC8318'NORTHWEST CORNER OF THE HARBOR, 44.0 FEET (13.4 M) EAST OF THE MOST
 AC8318'NORTHERLY LEG OF A CONVEYOR STATION, 13.8 FEET (4.2 M) NORTH OF THE
 AC8318'NORTH RAIL LEADING TO THE CONVEYOR STATION, 3.3 FEET (1.0 M) WEST OF
 AC8318'THE BULKHEAD FACE, SET FLUSH IN TOP OF CONCRETE BULKHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0550 ***********************************************************************
 QK0550  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0550  DESIGNATION -  908 7096 POLE
 QK0550  PID         -  QK0550
 QK0550  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0550  USGS QUAD   -  HUGHES POINT (1972)
 QK0550
 QK0550                         *CURRENT SURVEY CONTROL
 QK0550  ___________________________________________________________________
 QK0550* NAD 83(1986)-  45 58 22.     (N)    085 52 20.     (W)     SCALED    
 QK0550* NAVD 88     -       180.937  (meters)     593.62   (feet)  ADJUSTED  
 QK0550  ___________________________________________________________________
 QK0550  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 QK0550  DYNAMIC HT  -         180.945 (meters)     593.65  (feet)  COMP
 QK0550  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 QK0550
 QK0550  VERT ORDER  -  FIRST     CLASS 0
 QK0550
 QK0550.The horizontal coordinates were scaled from a topographic map and have
 QK0550.an estimated accuracy of +/- 6 seconds.
 QK0550
 QK0550.The orthometric height was determined by differential leveling
 QK0550.and adjusted by the National Geodetic Survey in June 1991..
 QK0550
 QK0550.This Tidal Bench Mark is designated as VM 13237
 QK0550.by the Center for Operational Oceanographic Products and Services.
 QK0550
 QK0550.The geoid height was determined by GEOID03.
 QK0550
 QK0550.The dynamic height is computed by dividing the NAVD 88
 QK0550.geopotential number by the normal gravity value computed on the
 QK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0550.degrees latitude (g = 980.6199 gals.).
 QK0550
 QK0550.The modeled gravity was interpolated from observed gravity values.
 QK0550
 QK0550;                    North         East    Units  Estimated Accuracy
 QK0550;SPC MI N     -   132,820.    8,087,390.      MT  (+/- 180 meters Scaled)
 QK0550
 QK0550                          SUPERSEDED SURVEY CONTROL
 QK0550
 QK0550.No superseded survey control is available for this station.
 QK0550
 QK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER873916(NAD 83)
 QK0550_MARKER: I = METAL ROD
 QK0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0550_SP_SET: COPPER-CLAD STEEL ROD
 QK0550_PROJECTION: FLUSH
 QK0550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0550_ROD/PIPE-DEPTH: 4    meters
 QK0550
 QK0550  HISTORY     - Date     Condition        Report By
 QK0550  HISTORY     - 1965     MONUMENTED       USLS
 QK0550  HISTORY     - 1975     GOOD             NOS
 QK0550  HISTORY     - 19940909 GOOD             NOS
 QK0550  HISTORY     - 19950921 GOOD             NOS
 QK0550  HISTORY     - 20060915 GOOD             USPSQD
 QK0550
 QK0550                          STATION DESCRIPTION
 QK0550
 QK0550'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0550'IN PORT INLAND.
 QK0550'ON THE EAST SIDE OF COUNTY ROAD 432 WHICH LEADS TO THE PRIVATE HARBOR
 QK0550'OF PORT INLAND, 183 METERS (600 FT) NORTHERLY OF THE INLAND LIME AND
 QK0550'STONE COMPANY OFFICE BUILDING, 11.3 METERS (37.2 FT) NW OF A
 QK0550'TRIANGULAR BLAZED 12 INCH POPLAR, 10.8 METERS (35.5 FT) WEST OF A
 QK0550'TRIANGULAR BLAZED 12 INCH PINE, 10 METERS (33.2 FT ) EAST OF THE ROAD
 QK0550'CENTERLINE, IN LINE WITH A ROW OF UTILITY POLES AND 0.6 METERS
 QK0550'(1.9 FT) S OF THE FOURTH POLE NORTH OF THE RAILROAD OVERPASS AT THE
 QK0550'HARBOR ENTRANCE. THE HIGHEST POINT OF A 5/8 INCH DIAMETER
 QK0550'COPPER-COATED STEEL ROD DRIVEN 12 FT IN THE GROUND.
 QK0550
 QK0550                          STATION RECOVERY (1994)
 QK0550
 QK0550'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0550'IN PORT INLAND, 8.3 MILES (13.4 KM) EAST ON COUNTY ROAD 432 FROM THE
 QK0550'VILLAGE OF GULLIVER, ON THE EAST SIDE OF COUNTY ROAD 432 WHICH LEADS
 QK0550'TO THE SPECIALITY MINERALS, INC.  (OLD PORT INLAND LIME AND STONE
 QK0550'CO.), 183 METERS (600.4 FT) NORTHERLY OF THE SPECIALTY MINERALS, INC.
 QK0550'OFFICE BUILDING, 11.3 METERS (37.1 FT) NW OF A TRIANGULAR BLAZED 12
 QK0550'INCH POPLAR, 10.8 METERS (35.4 FT) WEST OF A TRIANGULAR BLAZED 12 INCH
 QK0550'PINE, 10 METERS (32.8 FT) (33.2 FT ) EAST OF THE ROAD CENTERLINE, IN
 QK0550'LINE WITH A ROW OF UTILITY POLES AND 0.6 METERS (2.0 FT) S OF THE
 QK0550'FOURTH POLE NORTH OF THE RAILROAD OVERPASS AT THE HARBOR ENTRANCE.
 QK0550'THE HIGHEST POINT OF A 5/8 INCH DIAMETER COPPER-COATED STEEL ROD
 QK0550'DRIVEN 12 FT (3.7 M) IN THE GROUND.
 QK0550
 QK0550                          STATION RECOVERY (1995)
 QK0550
 QK0550'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0550'IN PORT INLAND, 8.3 MILES (13.4 KM) EAST ON COUNTY ROAD 432 FROM THE
 QK0550'VILLAGE OF GULLIVER, ON THE EAST SIDE OF COUNTY ROAD 432 WHICH LEADS
 QK0550'TO THE SPECIALITY MINERALS, INC.  (OLD PORT INLAND LIME AND STONE CO.)
 QK0550', 183 METERS (600.4 FT) NORTHERLY OF THE SPECIALTY MINERALS, INC.
 QK0550'OFFICE BUILDING, 11.3 METERS (37.1 FT) NW OF A TRIANGULAR BLAZED 12
 QK0550'INCH POPLAR, 10.8 METERS (35.4 FT) WEST OF A TRIANGULAR BLAZED 12 INCH
 QK0550'PINE, 10 METERS (32.8 FT) (33.2 FT ) EAST OF THE ROAD CENTERLINE, IN
 QK0550'LINE WITH A ROW OF UTILITY POLES AND 0.6 METERS (2.0 FT) S OF THE
 QK0550'FOURTH POLE NORTH OF THE RAILROAD OVERPASS AT THE HARBOR ENTRANCE.
 QK0550'THE HIGHEST POINT OF A 5/8 INCH DIAMETER COPPER-COATED STEEL ROD
 QK0550'DRIVEN 12 FT (3.7 M) IN THE GROUND.
 QK0550
 QK0550                          STATION RECOVERY (2006)
 QK0550
 QK0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0547 ***********************************************************************
 QK0547  CBN         -  This is a Cooperative Base Network Control Station.
 QK0547  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0547  DESIGNATION -  908 7096 TIE
 QK0547  PID         -  QK0547
 QK0547  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0547  USGS QUAD   -  HUGHES POINT (1972)
 QK0547
 QK0547                         *CURRENT SURVEY CONTROL
 QK0547  ___________________________________________________________________
 QK0547* NAD 83(1994)-  45 58 11.66077(N)    085 52 18.24734(W)     ADJUSTED  
 QK0547* NAVD 88     -       178.753  (meters)     586.46   (feet)  ADJUSTED  
 QK0547  ___________________________________________________________________
 QK0547  X           -     319,692.741 (meters)                     COMP
 QK0547  Y           -  -4,429,303.361 (meters)                     COMP
 QK0547  Z           -   4,563,026.590 (meters)                     COMP
 QK0547  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 QK0547  ELLIP HEIGHT-         143.70  (meters)          (06/11/02) GPS OBS
 QK0547  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 QK0547  DYNAMIC HT  -         178.761 (meters)     586.49  (feet)  COMP
 QK0547  MODELED GRAV-     980,654.9   (mgal)                       NAVD 88
 QK0547
 QK0547  HORZ ORDER  -  B
 QK0547  VERT ORDER  -  FIRST     CLASS 0
 QK0547  ELLP ORDER  -  FOURTH    CLASS I
 QK0547
 QK0547.The horizontal coordinates were established by GPS observations
 QK0547.and adjusted by the National Geodetic Survey in September 1995..
 QK0547
 QK0547.The orthometric height was determined by differential leveling
 QK0547.and adjusted by the National Geodetic Survey in June 1991..
 QK0547
 QK0547.This Tidal Bench Mark is designated as VM 13241
 QK0547.by the Center for Operational Oceanographic Products and Services.
 QK0547
 QK0547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0547
 QK0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0547
 QK0547.The ellipsoidal height was determined by GPS observations
 QK0547.and is referenced to NAD 83.
 QK0547
 QK0547.The geoid height was determined by GEOID03.
 QK0547
 QK0547.The dynamic height is computed by dividing the NAVD 88
 QK0547.geopotential number by the normal gravity value computed on the
 QK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0547.degrees latitude (g = 980.6199 gals.).
 QK0547
 QK0547.The modeled gravity was interpolated from observed gravity values.
 QK0547
 QK0547;                    North         East     Units Scale Factor Converg.
 QK0547;SPC MI N     -   132,502.832 8,087,436.340   MT  0.99991791   +0 48 55.8
 QK0547;SPC MI N     -   434,720.58 26,533,583.79   iFT  0.99991791   +0 48 55.8
 QK0547;UTM  16      - 5,091,322.650   587,411.310   MT  0.99969393   +0 48 40.5
 QK0547
 QK0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0547!SPC MI N     -   0.99997747  x   0.99991791  =   0.99989538
 QK0547!UTM  16      -   0.99997747  x   0.99969393  =   0.99967141
 QK0547
 QK0547                          SUPERSEDED SURVEY CONTROL
 QK0547
 QK0547  ELLIP H (09/20/95)  143.69   (m)                       GP(       ) 1 2
 QK0547  NAVD 88 (09/20/95)  178.75   (m)          586.4    (f) LEVELING    3  
 QK0547
 QK0547.Superseded values are not recommended for survey control.
 QK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0547.See file dsdata.txt to determine how the superseded data were derived.
 QK0547
 QK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8741191323(NAD 83)
 QK0547_MARKER: B = BOLT
 QK0547_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0547_SP_SET: BREAKWALL
 QK0547_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0547+STABILITY: SURFACE MOTION
 QK0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0547+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 QK0547
 QK0547  HISTORY     - Date     Condition        Report By
 QK0547  HISTORY     - 1969     MONUMENTED       USLS
 QK0547  HISTORY     - 1975     GOOD             NOS
 QK0547  HISTORY     - 19940805 GOOD             NGS
 QK0547  HISTORY     - 19940909 GOOD             NOS
 QK0547  HISTORY     - 19950530 GOOD             USPSQD
 QK0547  HISTORY     - 19950921 GOOD             NOS
 QK0547  HISTORY     - 20010717 GOOD             MIDT
 QK0547
 QK0547                          STATION DESCRIPTION
 QK0547
 QK0547'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0547'IN PORT INLAND.
 QK0547'IN PORT INLAND, ON THE PROPERTY OF INLAND LIME AND STONE COMPANY AT
 QK0547'THE NORTH END OF A BOAT SLIP, 10 METERS (30 FT) SE OF THE SE CORNER OF
 QK0547'SILL OF THE PUMP HOUSE BUILDING NO. 10, 7.4 METERS (24.2 FT) SE OF THE
 QK0547'SE CORNER OF A FENCE AROUND A TRANSFORMER.  THE HIGHEST POINT OF A
 QK0547'CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED TO THE TOP OF A
 QK0547'STEEL BREAKWALL.
 QK0547
 QK0547                          STATION RECOVERY (1994)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0547'STATION IS LOCATED IN QUAD 450854, 13 KM (8.05 MI) EAST-SOUTHEAST OF
 QK0547'GULLIVER, IN PORT INLAND, AT THE NORTH END OF A BOAT SLIP, IN THE
 QK0547'SOUTHEAST 1/4 OF SECTION 1, T 41 N, R 13 W, MUELLER TOWNSHIP.
 QK0547'OWNERSHIP--SPECIALTY MINERALS INCORPORATED, PORT INLAND OPERATIONS,
 QK0547'COUNTY ROAD 432, GULLIVER MI 49840, PHONE 906-283-3456.  TO REACH FROM
 QK0547'THE INTERSECTION OF U.S.  HIGHWAY 2 AND COUNTY ROUTE 432 IN GULLIVER,
 QK0547'GO SOUTHEAST ON ROUTE 432 FOR 8.15 MI (13.12 KM) TO THE OFFICE
 QK0547'BUILDING OF SPECIALITY MINERALS INC.  ON THE RIGHT.  CONTINUE SOUTH
 QK0547'FOR ABOUT 100 M (328.1 FT) , GOING UNDER RAILROAD OVERPASS, TO A
 QK0547'GRAVELED ROAD.  TURN LEFT, EAST FOR ABOUT 100 M, (328.1 FT) THEN TURN
 QK0547'RIGHT, SOUTHERLY, TO A GRAVELED PARKING AREA AND THE STATION ON THE
 QK0547'RIGHT, IN THE STEEL BREAKWALL.  STATION IS A PUNCH MARK ON THE CENTER
 QK0547'OF A CHISELED CROSS IN THE MOST WESTERLY BOLT SECURING A CLEAT IN THE
 QK0547'STEEL BREAKWALL.  IT IS 22.9 M (75.1 FT) EAST OF THE WEST END OF A
 QK0547'STEEL BREAKWALL WHERE PUMP STATION IS LOCATED WITH THREE PUMPS, 12.9 M
 QK0547'(42.3 FT) SOUTH OF THE CENTERLINE OF A GRAVELED ROAD RUNNING BETWEEN
 QK0547'BUILDINGS 7 AND 10, 9.1 M (29.9 FT) SOUTHEAST FROM THE SOUTHEAST
 QK0547'CORNER OF BUILDING 10 AND 0.3 M (1.0 FT) SOUTH FROM THE NORTH EDGE OF
 QK0547'BREAKWALL.  NOTE--CONTACT MR.  DAVID M.  MICKELSON, QUALITY ASSURANCE
 QK0547'COORDINATOR OR MR.  JAMES J.  WEBER, OPERATIONS ENGINEER, OF SPECIALTY
 QK0547'MINERALS INC.  OFFICE BEFORE ENTERING.  HARD HAT AND SAFETY GLASSES
 QK0547'WILL BE PROVIDED BY COMPANY.  GATE AT ENTRANCE IS NOT LOCKED DURING
 QK0547'OPERATING HOURS (24 HRS/DAY--MONDAY THROUGH FRIDAY) .  SANDBAGS WILL
 QK0547'HAVE TO BE USED AS 3RD LEG OF TRIPOD WILL HAVE TO REST ON A WOODEN
 QK0547'WALKWAY, 1.0 M (3.3 FT) BELOW THE BREAKWALL.
 QK0547
 QK0547                          STATION RECOVERY (1994)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0547'IN PORT INLAND, ABOUT 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM
 QK0547'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.,
 QK0547'(OLD PORT INLAND LIME AND STONE CO.) , AT THE NORTHWEST CORNER OF THE
 QK0547'HARBOR, AT THE NORTH END OF A BOAT SLIP, 10 METERS (32.8 FT) SE OF THE
 QK0547'SE CORNER OF SILL OF THE PUMP HOUSE BUILDING NO.  10, 0.60 METERS
 QK0547'(1.97 FT) EAST OF THE EAST FACE OF THE FIBERGLASS GAUGE HOUSE.  THE
 QK0547'HIGHEST POINT OF A CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED
 QK0547'TO THE TOP OF A STEEL BREAKWALL BULKHEAD CAP.
 QK0547
 QK0547                          STATION RECOVERY (1995)
 QK0547
 QK0547'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0547'RECOVERED IN GOOD CONDITION.
 QK0547
 QK0547                          STATION RECOVERY (1995)
 QK0547
 QK0547'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0547'IN PORT INLAND, ABOUT 8.4 MILES (13.5 KM) EAST ON COUNTY ROAD 432 FROM
 QK0547'THE VILLAGE OF GULLIVER, ON THE PROPERTY OF SPECIALTY MINERALS, INC.,
 QK0547'(OLD PORT INLAND LIME AND STONE CO.) , AT THE NORTHWEST CORNER OF THE
 QK0547'HARBOR, AT THE NORTH END OF A BOAT SLIP, 10 METERS (32.8 FT) SE OF THE
 QK0547'SE CORNER OF SILL OF THE PUMP HOUSE BUILDING NO.  10, 0.60 METERS
 QK0547'(1.97 FT) EAST OF THE EAST FACE OF THE FIBERGLASS GAUGE HOUSE.  THE
 QK0547'HIGHEST POINT OF A CROSS ON TOP OF WESTERLY BOLT OF A CLEAT FASTENED
 QK0547'TO THE TOP OF A STEEL BREAKWALL BULKHEAD CAP.
 QK0547
 QK0547                          STATION RECOVERY (2001)
 QK0547
 QK0547'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (GEK)
 QK0547'STATION IS LOCATED ON THE PROPERTY OF MICHIGAN LIMESTONE OPERATIONS,
 QK0547'INC., PERSONAL PROTECTIVE EQUIPMENT, AND ENTRY PERMIT REQUIRED (NOT
 QK0547'SUPPLIED BY MLO, INC.). MARK IS DIFFICULT TO OCCUPY W/O SPECIAL
 QK0547'EQUIPMENT, DUE TO A 3.5 FT HIGH WELDED STEEL RAILING 0.5 FT N OF THE
 QK0547'STA., AND IS ON THE EDGE OF A BREAKWALL DROPPING OFF TO THE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0275 ***********************************************************************
 RJ0275  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0275  DESIGNATION -  909 9004 HOUSE
 RJ0275  PID         -  RJ0275
 RJ0275  STATE/COUNTY-  MI/CHIPPEWA
 RJ0275  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0275
 RJ0275                         *CURRENT SURVEY CONTROL
 RJ0275  ___________________________________________________________________
 RJ0275* NAD 83(1986)-  46 29 06.     (N)    084 37 50.     (W)     SCALED    
 RJ0275* NAVD 88     -       184.959  (meters)     606.82   (feet)  ADJUSTED  
 RJ0275  ___________________________________________________________________
 RJ0275  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0275  DYNAMIC HT  -         184.968 (meters)     606.85  (feet)  COMP
 RJ0275  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 RJ0275
 RJ0275  VERT ORDER  -  FIRST     CLASS 0
 RJ0275
 RJ0275.The horizontal coordinates were scaled from a topographic map and have
 RJ0275.an estimated accuracy of +/- 6 seconds.
 RJ0275
 RJ0275.The orthometric height was determined by differential leveling
 RJ0275.and adjusted by the National Geodetic Survey in June 1991..
 RJ0275
 RJ0275.This Tidal Bench Mark is designated as VM 13359
 RJ0275.by the Center for Operational Oceanographic Products and Services.
 RJ0275
 RJ0275.The geoid height was determined by GEOID03.
 RJ0275
 RJ0275.The dynamic height is computed by dividing the NAVD 88
 RJ0275.geopotential number by the normal gravity value computed on the
 RJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0275.degrees latitude (g = 980.6199 gals.).
 RJ0275
 RJ0275.The modeled gravity was interpolated from observed gravity values.
 RJ0275
 RJ0275;                    North         East    Units  Estimated Accuracy
 RJ0275;SPC MI N     -   191,850.    8,181,890.      MT  (+/- 180 meters Scaled)
 RJ0275
 RJ0275                          SUPERSEDED SURVEY CONTROL
 RJ0275
 RJ0275.No superseded survey control is available for this station.
 RJ0275
 RJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS818506(NAD 83)
 RJ0275_MARKER: DB = BENCH MARK DISK
 RJ0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0275_SP_SET: FOUNDATION
 RJ0275_STAMPING: HOUSE
 RJ0275_MARK LOGO: USE   
 RJ0275_PROJECTION: FLUSH
 RJ0275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0275
 RJ0275  HISTORY     - Date     Condition        Report By
 RJ0275  HISTORY     - 1965     MONUMENTED       USLS
 RJ0275  HISTORY     - 1972     GOOD             USLS
 RJ0275  HISTORY     - 1983     GOOD             NGS
 RJ0275  HISTORY     - 19920619 GOOD             NOS
 RJ0275  HISTORY     - 19950907 GOOD             NOS
 RJ0275  HISTORY     - 20040825 GOOD             USPSQD
 RJ0275  HISTORY     - 20060829 GOOD             USPSQD
 RJ0275
 RJ0275                          STATION DESCRIPTION
 RJ0275
 RJ0275'DESCRIBED BY US LAKE SURVEY 1972
 RJ0275'AT POINT IROQUOIS.
 RJ0275'HOUSE IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0275'GOVERNMENT PROPERTY, ABOUT 165 FEET NORTHERLY OF OLD LIGHTHOUSE
 RJ0275'WHICH IS MAINTANCED BY U.S. FOREST SERVICE AS A HISTORICAL SITE,
 RJ0275'1.1 FEET NORTH OF SOUTH CORNER OF CONCRETE FOUNDATION OF LAKE
 RJ0275'SURVEY CENTER GAGEHOUSE, 0.5 FEET SOUTHWEST OF SOUTH FACE OF
 RJ0275'GAGEHOUSE, 0.4 FEET NORTHEAST OF SOUTH EDGE OF GAGEHOUSE
 RJ0275'FOUNDATION, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 RJ0275'DISC SET INTO TOP OF FOUNDATION.
 RJ0275
 RJ0275                          STATION RECOVERY (1983)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0275'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0275'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0275'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0275'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, ABOUT 50.3 METERS (165.0
 RJ0275'FT) NORTHEAST OF LIGHTHOUSE, 0.34 METERS (1.1 FT) NORTHWEST OF SOUTH
 RJ0275'CORNER OF CONCRETE FOUNDATION OF THE USLS GAGEHOUSE, 0.15 METERS
 RJ0275'(0.5 FT) SOUTHWEST OF SOUTH FACE OF GAGEHOUSE, AND 0.12 METERS
 RJ0275'(0.4 FT) NORTHEAST OF SOUTH EDGE OF FOUNDATION.
 RJ0275'THE MARK IS 0.15 M ABOVE GROUND.
 RJ0275
 RJ0275                          STATION RECOVERY (1992)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992 (JRS)
 RJ0275'HOUSE IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, 0.8 KM (0.50
 RJ0275'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0275'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0275'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, ABOUT 50.3 METERS (165.0
 RJ0275'FT) NORTHEAST OF LIGHTHOUSE, 0.34 METERS (1.12 FT) NORTHWEST OF SOUTH
 RJ0275'CORNER OF CONCRETE FOUNDATION OF THE NATIONAL OCEAN SERVICE GAUGE
 RJ0275'HOUSE, 0.15 METERS (0.49 FT) SOUTHWEST OF SOUTH FACE OF GAUGE HOUSE,
 RJ0275'AND 0.12 METERS (0.39 FT) NORTHEAST OF SOUTH EDGE OF FOUNDATION.
 RJ0275
 RJ0275                          STATION RECOVERY (1995)
 RJ0275
 RJ0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0275'RECOVERED AS DESCRIBED.
 RJ0275
 RJ0275                          STATION RECOVERY (2004)
 RJ0275
 RJ0275'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0275'RECOVERED IN GOOD CONDITION.
 RJ0275
 RJ0275                          STATION RECOVERY (2006)
 RJ0275
 RJ0275'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0272 ***********************************************************************
 RJ0272  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0272  DESIGNATION -  909 9004 IROQUOIS 1
 RJ0272  PID         -  RJ0272
 RJ0272  STATE/COUNTY-  MI/CHIPPEWA
 RJ0272  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0272
 RJ0272                         *CURRENT SURVEY CONTROL
 RJ0272  ___________________________________________________________________
 RJ0272* NAD 83(1986)-  46 29 02.     (N)    084 37 55.     (W)     SCALED    
 RJ0272* NAVD 88     -       187.314  (meters)     614.55   (feet)  ADJUSTED  
 RJ0272  ___________________________________________________________________
 RJ0272  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0272  DYNAMIC HT  -         187.323 (meters)     614.58  (feet)  COMP
 RJ0272  MODELED GRAV-     980,661.2   (mgal)                       NAVD 88
 RJ0272
 RJ0272  VERT ORDER  -  FIRST     CLASS 0
 RJ0272
 RJ0272.The horizontal coordinates were scaled from a topographic map and have
 RJ0272.an estimated accuracy of +/- 6 seconds.
 RJ0272
 RJ0272.The orthometric height was determined by differential leveling
 RJ0272.and adjusted by the National Geodetic Survey in June 1991..
 RJ0272
 RJ0272.This Tidal Bench Mark is designated as VM 13358
 RJ0272.by the Center for Operational Oceanographic Products and Services.
 RJ0272
 RJ0272.The geoid height was determined by GEOID03.
 RJ0272
 RJ0272.The dynamic height is computed by dividing the NAVD 88
 RJ0272.geopotential number by the normal gravity value computed on the
 RJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0272.degrees latitude (g = 980.6199 gals.).
 RJ0272
 RJ0272.The modeled gravity was interpolated from observed gravity values.
 RJ0272
 RJ0272;                    North         East    Units  Estimated Accuracy
 RJ0272;SPC MI N     -   191,720.    8,181,790.      MT  (+/- 180 meters Scaled)
 RJ0272
 RJ0272                          SUPERSEDED SURVEY CONTROL
 RJ0272
 RJ0272  NGVD 29 (??/??/92)  187.27   (m)          614.4    (f) COMPUTED    1 0
 RJ0272
 RJ0272.Superseded values are not recommended for survey control.
 RJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0272.See file dsdata.txt to determine how the superseded data were derived.
 RJ0272
 RJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS817505(NAD 83)
 RJ0272_MARKER: Z = SEE DESCRIPTION
 RJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0272_SP_SET: STONE POST
 RJ0272_MARK LOGO: NONE  
 RJ0272_PROJECTION: FLUSH
 RJ0272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0272+STABILITY: SURFACE MOTION
 RJ0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0272+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 RJ0272
 RJ0272  HISTORY     - Date     Condition        Report By
 RJ0272  HISTORY     - 1901     MONUMENTED       USLS
 RJ0272  HISTORY     - 1972     GOOD             USLS
 RJ0272  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0272  HISTORY     - 19941003 GOOD             NOS
 RJ0272  HISTORY     - 19950907 GOOD             NOS
 RJ0272  HISTORY     - 20050725 GOOD             NGS
 RJ0272
 RJ0272                          STATION DESCRIPTION
 RJ0272
 RJ0272'DESCRIBED BY US LAKE SURVEY 1972
 RJ0272'AT POINT IROQUOIS.
 RJ0272'IROQUOIS NO 1 IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN,
 RJ0272'ON U.S. GOVERNMENT PROPERTY, NEAR EAST-WEST COBBESTONE WALL
 RJ0272'SOUTH OF OLD LIGHTHOUSE DWELLING MAINTANCED BY U.S. FOREST
 RJ0272'SERVICE AS A HISTORICAL SITE, 87.5 FEET SOUTHEAST OF SOUTHWEST
 RJ0272'CORNER AND 76.4 FEET SOUTH OF SOUTHEAST CORNER OF DWELLING, 55.0
 RJ0272'FEET EAST OF THE FLAGPOLE, 8.0 FEET EAST OF EXTENDED LINE OF
 RJ0272'EAST FACE OF THE DWELLING, UNDER NORTHWEST CORNER OF SECOND
 RJ0272'COBBESTONE POST FROM SOUTHEAST CORNER OF WALL, 2-FEET BELOW
 RJ0272'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS PLUG
 RJ0272'SET INTO TOP OF A HORIZONTAL STONE POST.  LOCATION IS MARKED BY
 RJ0272'A CAPPED 1-INCH DIAMETER IRON PIPE PROJECTING 1-FOOT ABOVE
 RJ0272'THE GROUND.
 RJ0272
 RJ0272                          STATION RECOVERY (1983)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0272'NOT RECOVERED THIS SURVEY, INADEQUATE DESCRIPTION.
 RJ0272
 RJ0272                          STATION RECOVERY (1994)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0272'IROQUOIS 1 IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, 0.5 MILE
 RJ0272'(0.8 KM) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0272'THENCE 7.25 MILE (11.67 KM) NORTHWEST ALONG ROUTE 1 (ASPHALT ROAD) ,
 RJ0272'AT HISTORIC LIGHTHOUSE SITE, SOUTH OF THE LIGHTHOUSE DWELLING UNDER
 RJ0272'THE NORTHWEST CORNER OF THE SECOND COBBLESTONE POST FROM THE EAST END
 RJ0272'OF THE EAST-WEST COBBESTONE WALL, 26.5 METERS (86.9 FT) SOUTHEAST OF
 RJ0272'SOUTHWEST CORNER OF THE DWELLING, 23.29 METERS (76.41 FT) SOUTH OF
 RJ0272'SOUTHEAST CORNER OF DWELLING, 16.76 METERS (54.99 FT) EAST OF THE
 RJ0272'FLAGPOLE, 0.67 METERS (2.20 FT) BELOW THE GROUND SURFACE, BEING
 RJ0272'HIGHEST POINT ON TOP OF A BRASS PLUG SET INTO TOP OF A HORIZONTAL
 RJ0272'STONE POST.  BM IS MARKED BY A STANDARD WITNESS POST AND IS ACCESSIBLE
 RJ0272'BY A 5-INCH PVC PIPE.
 RJ0272
 RJ0272                          STATION RECOVERY (1995)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0272'RECOVERED AS DESCRIBED.
 RJ0272
 RJ0272                          STATION RECOVERY (2005)
 RJ0272
 RJ0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0270 ***********************************************************************
 RJ0270  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0270  DESIGNATION -  909 9004 IROQUOIS LH
 RJ0270  PID         -  RJ0270
 RJ0270  STATE/COUNTY-  MI/CHIPPEWA
 RJ0270  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0270
 RJ0270                         *CURRENT SURVEY CONTROL
 RJ0270  ___________________________________________________________________
 RJ0270* NAD 83(1994)-  46 29 03.40252(N)    084 37 56.41590(W)     ADJUSTED  
 RJ0270* NAVD 88     -       189.433  (meters)     621.50   (feet)  ADJUSTED  
 RJ0270  ___________________________________________________________________
 RJ0270  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 RJ0270  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0270  DYNAMIC HT  -         189.443 (meters)     621.53  (feet)  COMP
 RJ0270  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 RJ0270
 RJ0270  HORZ ORDER  -  THIRD
 RJ0270  VERT ORDER  -  FIRST     CLASS 0
 RJ0270
 RJ0270.The horizontal coordinates were established by classical geodetic methods
 RJ0270.and adjusted by the National Geodetic Survey in February 1997..
 RJ0270
 RJ0270.The orthometric height was determined by differential leveling
 RJ0270.and adjusted by the National Geodetic Survey in June 1991..
 RJ0270
 RJ0270.This Tidal Bench Mark is designated as VM 13354
 RJ0270.by the Center for Operational Oceanographic Products and Services.
 RJ0270
 RJ0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0270
 RJ0270.The geoid height was determined by GEOID03.
 RJ0270
 RJ0270.The dynamic height is computed by dividing the NAVD 88
 RJ0270.geopotential number by the normal gravity value computed on the
 RJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0270.degrees latitude (g = 980.6199 gals.).
 RJ0270
 RJ0270.The modeled gravity was interpolated from observed gravity values.
 RJ0270
 RJ0270;                    North         East     Units Scale Factor Converg.
 RJ0270;SPC MI N     -   191,765.301 8,181,756.674   MT  0.99990885   +1 42 40.8
 RJ0270;SPC MI N     -   629,151.25 26,843,033.71   iFT  0.99990885   +1 42 40.8
 RJ0270;SPC MI C     -   352,063.623 5,979,594.916   MT  1.00027655   -0 11 15.6
 RJ0270;SPC MI C     - 1,155,064.38 19,618,093.56   iFT  1.00027655   -0 11 15.6
 RJ0270;UTM  16      - 5,150,580.095   681,724.938   MT  1.00000594   +1 43 02.9
 RJ0270
 RJ0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0270!SPC MI N     -   0.99997602  x   0.99990885  =   0.99988487
 RJ0270!SPC MI C     -   0.99997602  x   1.00027655  =   1.00025256
 RJ0270!UTM  16      -   0.99997602  x   1.00000594  =   0.99998196
 RJ0270
 RJ0270                          SUPERSEDED SURVEY CONTROL
 RJ0270
 RJ0270  NAD 83(1986)-  46 29 03.38093(N)    084 37 56.42880(W) AD(       ) 4
 RJ0270  NAD 27      -  46 29 03.31900(N)    084 37 56.22900(W) AD(       ) 3
 RJ0270
 RJ0270.Superseded values are not recommended for survey control.
 RJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0270.See file dsdata.txt to determine how the superseded data were derived.
 RJ0270
 RJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8172550580(NAD 83)
 RJ0270_MARKER: B = BOLT
 RJ0270_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RJ0270_SP_SET: COPING STONE FOUNDATION
 RJ0270_MARK LOGO: USLS  
 RJ0270_PROJECTION: FLUSH
 RJ0270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0270+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0270
 RJ0270  HISTORY     - Date     Condition        Report By
 RJ0270  HISTORY     - 1901     MONUMENTED       USLS
 RJ0270  HISTORY     - 1972     GOOD             USLS
 RJ0270  HISTORY     - 1981     GOOD             NOS
 RJ0270  HISTORY     - 1983     GOOD             NGS
 RJ0270  HISTORY     - 19941003 GOOD             NOS
 RJ0270  HISTORY     - 19950907 GOOD             NOS
 RJ0270  HISTORY     - 20050801 GOOD             NGS
 RJ0270  HISTORY     - 20060829 GOOD             USPSQD
 RJ0270
 RJ0270                          STATION DESCRIPTION
 RJ0270
 RJ0270'DESCRIBED BY US LAKE SURVEY 1972
 RJ0270'AT POINT IROQUOIS.
 RJ0270'IROQUOIS LIGHTHOUSE IS A POINT IROQUOIS, CHIPPEWA COUNTY,
 RJ0270'MICHIGAN, ON U.S. GOVERNMENT PROPERTY, ON NORTH FACE OF OLD
 RJ0270'LIGHTHOUSE TOWER MAINTANCED BY THE U.S. FOREST SERVICE AS A
 RJ0270'HISTORICAL SITE, 3-FEET ABOVE THE GROUND, BEING CENTER OF PUNCH
 RJ0270'MARK IN END OF BRASS BOLT LEADED HORIZONTALLY INTO THE COPING
 RJ0270'STONE AND MARKED.
 RJ0270
 RJ0270                          STATION RECOVERY (1981)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0270'THE STATION WAS RECOVERED AS DESCRIBED.
 RJ0270
 RJ0270                          STATION RECOVERY (1983)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0270'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0270'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0270'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0270'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS.  A CENTER PUNCH MARK IN END
 RJ0270'OF A BRASS BOLT LEADED HORIZONTALLY INTO COPING STONE ON THE NORTH
 RJ0270'FACE OF OLD LIGHTHOUSE TOWER MAINTAINED BY THE U.S. FOREST SERVICE.
 RJ0270'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0270
 RJ0270                          STATION RECOVERY (1994)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0270'IROQUOIS LIGHTHOUSE IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN,
 RJ0270'ON U.S.  GOVERNMENT PROPERTY, 0.5 MILE (0.8 KM) NORTH ALONG STATE
 RJ0270'ROUTE 221 FROM THE POST OFFICE IN BRIMLEY, THENCE 7.25 MILE (11.67 KM)
 RJ0270'NORTHWEST ALONG ROUTE 1 (ASPHALT ROAD) , ON NORTH FACE OF OLD
 RJ0270'LIGHTHOUSE TOWER MAINTANCED BY THE U.S.  FOREST SERVICE AS A
 RJ0270'HISTORICAL SITE, 3-FEET ABOVE THE GROUND, 43.4 FEET (13.2 M) EAST OF
 RJ0270'THE EAST FACE OF WEST ROCK WALL AROUND LIGHT HOUSE, 28.0 FEET (8.5 M)
 RJ0270'SOUTH OF SOUTH FACE OF NORTH ROCK WALL, 13.4 FEET (4.1 M) WEST OF THE
 RJ0270'CENTERLINE OF THE STAIRS LEADING TO THE TOWER, BEING CENTER OF PUNCH
 RJ0270'MARK IN END OF BRASS BOLT LEADED VERTICALLY INTO THE COPING STONE AND
 RJ0270'MARKED.
 RJ0270
 RJ0270                          STATION RECOVERY (1995)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0270'RECOVERED AS DESCRIBED.
 RJ0270
 RJ0270                          STATION RECOVERY (2005)
 RJ0270
 RJ0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0270'MARK IS 0.85 M ABOVE GROUND AND 1.6 M EAST OF OLD BM.
 RJ0270
 RJ0270                          STATION RECOVERY (2006)
 RJ0270
 RJ0270'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0273 ***********************************************************************
 RJ0273  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0273  DESIGNATION -  909 9004 LOOK
 RJ0273  PID         -  RJ0273
 RJ0273  STATE/COUNTY-  MI/CHIPPEWA
 RJ0273  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0273
 RJ0273                         *CURRENT SURVEY CONTROL
 RJ0273  ___________________________________________________________________
 RJ0273* NAD 83(1986)-  46 29 03.     (N)    084 37 54.     (W)     SCALED    
 RJ0273* NAVD 88     -       189.404  (meters)     621.40   (feet)  ADJUSTED  
 RJ0273  ___________________________________________________________________
 RJ0273  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0273  DYNAMIC HT  -         189.413 (meters)     621.43  (feet)  COMP
 RJ0273  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RJ0273
 RJ0273  VERT ORDER  -  FIRST     CLASS 0
 RJ0273
 RJ0273.The horizontal coordinates were scaled from a topographic map and have
 RJ0273.an estimated accuracy of +/- 6 seconds.
 RJ0273
 RJ0273.The orthometric height was determined by differential leveling
 RJ0273.and adjusted by the National Geodetic Survey in June 1991..
 RJ0273
 RJ0273.This Tidal Bench Mark is designated as VM 13356
 RJ0273.by the Center for Operational Oceanographic Products and Services.
 RJ0273
 RJ0273.The geoid height was determined by GEOID03.
 RJ0273
 RJ0273.The dynamic height is computed by dividing the NAVD 88
 RJ0273.geopotential number by the normal gravity value computed on the
 RJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0273.degrees latitude (g = 980.6199 gals.).
 RJ0273
 RJ0273.The modeled gravity was interpolated from observed gravity values.
 RJ0273
 RJ0273;                    North         East    Units  Estimated Accuracy
 RJ0273;SPC MI N     -   191,750.    8,181,810.      MT  (+/- 180 meters Scaled)
 RJ0273
 RJ0273                          SUPERSEDED SURVEY CONTROL
 RJ0273
 RJ0273.No superseded survey control is available for this station.
 RJ0273
 RJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS817505(NAD 83)
 RJ0273_MARKER: DD = SURVEY DISK
 RJ0273_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0273_SP_SET: FOUNDATION
 RJ0273_STAMPING: LOOK 1971
 RJ0273_MARK LOGO: USLS  
 RJ0273_PROJECTION: FLUSH
 RJ0273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0273+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0273
 RJ0273  HISTORY     - Date     Condition        Report By
 RJ0273  HISTORY     - 1971     MONUMENTED       NOS
 RJ0273  HISTORY     - 1972     GOOD             USLS
 RJ0273  HISTORY     - 1983     GOOD             NGS
 RJ0273  HISTORY     - 19941003 GOOD             NOS
 RJ0273  HISTORY     - 19950907 GOOD             NOS
 RJ0273  HISTORY     - 20050725 GOOD             NGS
 RJ0273  HISTORY     - 20060829 GOOD             USPSQD
 RJ0273
 RJ0273                          STATION DESCRIPTION
 RJ0273
 RJ0273'DESCRIBED BY US LAKE SURVEY 1972
 RJ0273'AT POINT IROQUOIS.
 RJ0273'LOOK IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0273'GOVERNMENT PROPERTY, ABOUT 350 FEET NORTH OF LAKE SHORE ROAD,
 RJ0273'AT NORTHEAST CORNER OF OLD LIGHTHOUSE MAINTANCED BY U.S. FOREST
 RJ0273'SERVICE AS A HISTORICAL SITE, 0.5 FEET SOUTH OF NORTHEAST
 RJ0273'CORNER OF BUILDING, 3-FEET ABOVE THE GROUND SURFACE, BEING
 RJ0273'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 RJ0273'BLOCK FOUNDATION.
 RJ0273
 RJ0273                          STATION RECOVERY (1983)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0273'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0273'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0273'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0273'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, SET VERTICALLY IN EAST FACE
 RJ0273'AT NORTHEAST CORNER OF LIGHTHOUSE BUILDING, 0.15 METERS (0.5 FT) SOUTH
 RJ0273'OF NORTHEAST CORNER OF BUILDING.
 RJ0273'THE MARK IS 0.91 M ABOVE GROUND.
 RJ0273
 RJ0273                          STATION RECOVERY (1994)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0273'LOOK IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0273'GOVERNMENT PROPERTY, 0.5 MILE (0.8 KM) NORTH ALONG STATE ROUTE 221
 RJ0273'FROM THE POST OFFICE IN BRIMLEY, THENCE 7.25 MILE (11.67 KM) NORTHWEST
 RJ0273'ALONG ROUTE 1 (ASPHALT ROAD) , ABOUT 350 FEET (106.7 M) NORTH OF THE
 RJ0273'ROAD, IN EAST FACE AT NORTHEAST CORNER OF OLD LIGHTHOUSE DWELLING,
 RJ0273'MAINTANCED BY U.S.  FOREST SERVICE AS A HISTORICAL SITE, 21.6 FEET
 RJ0273'(6.6 M) WEST OF THE WEST FACE OF THE EAST ROCKWALL AROUND LIGHTHOUSE,
 RJ0273'6.0 FEET (1.8 M) NORTH OF THE CENTERLINE OF THE STEPS LEADING UP TO
 RJ0273'THE PRIVATE ENTRANCE, 0.5 FEET (15.2 CM) SOUTH OF NORTHEAST CORNER OF
 RJ0273'BUILDING, 3-FEET ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF
 RJ0273'CROSS ON BRONZE DISC SET VERTICALLY INTO THE CONCRETE BLOCK
 RJ0273'FOUNDATION.
 RJ0273
 RJ0273                          STATION RECOVERY (1995)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0273'RECOVERED AS DESCRIBED.
 RJ0273
 RJ0273                          STATION RECOVERY (2005)
 RJ0273
 RJ0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0273'RECOVERED IN GOOD CONDITION.
 RJ0273
 RJ0273                          STATION RECOVERY (2006)
 RJ0273
 RJ0273'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0271 ***********************************************************************
 RJ0271  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0271  DESIGNATION -  909 9004 OLD BM
 RJ0271  PID         -  RJ0271
 RJ0271  STATE/COUNTY-  MI/CHIPPEWA
 RJ0271  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0271
 RJ0271                         *CURRENT SURVEY CONTROL
 RJ0271  ___________________________________________________________________
 RJ0271* NAD 83(1986)-  46 29 04.     (N)    084 37 55.     (W)     SCALED    
 RJ0271* NAVD 88     -       189.634  (meters)     622.16   (feet)  ADJUSTED  
 RJ0271  ___________________________________________________________________
 RJ0271  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0271  DYNAMIC HT  -         189.644 (meters)     622.19  (feet)  COMP
 RJ0271  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RJ0271
 RJ0271  VERT ORDER  -  FIRST     CLASS 0
 RJ0271
 RJ0271.The horizontal coordinates were scaled from a topographic map and have
 RJ0271.an estimated accuracy of +/- 6 seconds.
 RJ0271
 RJ0271.The orthometric height was determined by differential leveling
 RJ0271.and adjusted by the National Geodetic Survey in June 1991..
 RJ0271.WARNING-Repeat measurements at this control monument indicate possible
 RJ0271.vertical movement.
 RJ0271
 RJ0271.This Tidal Bench Mark is designated as VM 13361
 RJ0271.by the Center for Operational Oceanographic Products and Services.
 RJ0271
 RJ0271.The geoid height was determined by GEOID03.
 RJ0271
 RJ0271.The dynamic height is computed by dividing the NAVD 88
 RJ0271.geopotential number by the normal gravity value computed on the
 RJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0271.degrees latitude (g = 980.6199 gals.).
 RJ0271
 RJ0271.The modeled gravity was interpolated from observed gravity values.
 RJ0271
 RJ0271;                    North         East    Units  Estimated Accuracy
 RJ0271;SPC MI N     -   191,790.    8,181,790.      MT  (+/- 180 meters Scaled)
 RJ0271
 RJ0271                          SUPERSEDED SURVEY CONTROL
 RJ0271
 RJ0271  NGVD 29 (??/??/92)  189.594  (m)          622.03   (f) ADJ UNCH    1 0
 RJ0271
 RJ0271.Superseded values are not recommended for survey control.
 RJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0271.See file dsdata.txt to determine how the superseded data were derived.
 RJ0271
 RJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS817505(NAD 83)
 RJ0271_MARKER: Q = CHISELED SQUARE
 RJ0271_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0271_SP_SET: STONE FOUNDATION
 RJ0271_MARK LOGO: USLS  
 RJ0271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0271+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2005
 RJ0271
 RJ0271  HISTORY     - Date     Condition        Report By
 RJ0271  HISTORY     - UNK      MONUMENTED       USLS
 RJ0271  HISTORY     - 1972     GOOD             USLS
 RJ0271  HISTORY     - 1978     GOOD             NGS
 RJ0271  HISTORY     - 1983     GOOD             NGS
 RJ0271  HISTORY     - 19861003 GOOD             NOS
 RJ0271  HISTORY     - 20050725 GOOD             NGS
 RJ0271
 RJ0271                          STATION DESCRIPTION
 RJ0271
 RJ0271'DESCRIBED BY US LAKE SURVEY 1972
 RJ0271'AT POINT IROQUOIS.
 RJ0271'OLD BM IS AT POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, U.S.
 RJ0271'GOVERNMENT PROPERTY, ON NORTHWEST FACE OF OLD LIGHTHOUSE TOWER
 RJ0271'WHICH IS MAINTANCED BY U.S. FOREST SERVICE, 5 FEET FROM B.M.
 RJ0271'IROQUOIS LIGHTHOUSE, 3-3/4 FEET ABOVE THE GROUND, BEING HIGHEST
 RJ0271'POINT ON TOP OF A SQUARE NOTCH CUT IN TOP OF THE STONE
 RJ0271'FOUNDATION.  (MARK IS PAINTED OVER).
 RJ0271
 RJ0271                          STATION RECOVERY (1978)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0271'RECOVERED IN GOOD CONDITION.
 RJ0271
 RJ0271                          STATION RECOVERY (1983)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0271'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0271'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0271'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0271'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, THE MARK IS THE TOP OF A
 RJ0271'SQUARE NOTCH CUT INTO TOP OF LIGHTHOUSE FOUNDATION, 1.5 METERS (5.0
 RJ0271'FT) WEST OF BENCH MARK IROQUOIS LIGHTHOUSE.  NOTE, MARK IS PAINTED
 RJ0271'OVER, AN ATTEMPT TO LEVEL TO PREVIOUS POINT HELD WAS MADE THIS SURVEY.
 RJ0271'THE MARK IS 1.0 M ABOVE GROUND.
 RJ0271
 RJ0271                          STATION RECOVERY (1986)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 RJ0271'RECOVERED AS DESCRIBED.
 RJ0271
 RJ0271                          STATION RECOVERY (2005)
 RJ0271
 RJ0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0271'SQUARE NOTCH IS STILL PAINT ENCRUSTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0274 ***********************************************************************
 RJ0274  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0274  DESIGNATION -  909 9004 UTILITY
 RJ0274  PID         -  RJ0274
 RJ0274  STATE/COUNTY-  MI/CHIPPEWA
 RJ0274  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0274
 RJ0274                         *CURRENT SURVEY CONTROL
 RJ0274  ___________________________________________________________________
 RJ0274* NAD 83(1986)-  46 29 04.     (N)    084 37 52.     (W)     SCALED    
 RJ0274* NAVD 88     -       184.933  (meters)     606.73   (feet)  ADJUSTED  
 RJ0274  ___________________________________________________________________
 RJ0274  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0274  DYNAMIC HT  -         184.943 (meters)     606.77  (feet)  COMP
 RJ0274  MODELED GRAV-     980,661.1   (mgal)                       NAVD 88
 RJ0274
 RJ0274  VERT ORDER  -  FIRST     CLASS 0
 RJ0274
 RJ0274.The horizontal coordinates were scaled from a topographic map and have
 RJ0274.an estimated accuracy of +/- 6 seconds.
 RJ0274
 RJ0274.The orthometric height was determined by differential leveling
 RJ0274.and adjusted by the National Geodetic Survey in June 1991..
 RJ0274.WARNING-Repeat measurements at this control monument indicate possible
 RJ0274.vertical movement.
 RJ0274
 RJ0274.This Tidal Bench Mark is designated as VM 13355
 RJ0274.by the Center for Operational Oceanographic Products and Services.
 RJ0274
 RJ0274.The geoid height was determined by GEOID03.
 RJ0274
 RJ0274.The dynamic height is computed by dividing the NAVD 88
 RJ0274.geopotential number by the normal gravity value computed on the
 RJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0274.degrees latitude (g = 980.6199 gals.).
 RJ0274
 RJ0274.The modeled gravity was interpolated from observed gravity values.
 RJ0274
 RJ0274;                    North         East    Units  Estimated Accuracy
 RJ0274;SPC MI N     -   191,790.    8,181,850.      MT  (+/- 180 meters Scaled)
 RJ0274
 RJ0274                          SUPERSEDED SURVEY CONTROL
 RJ0274
 RJ0274.No superseded survey control is available for this station.
 RJ0274
 RJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS818506(NAD 83)
 RJ0274_MARKER: I = METAL ROD
 RJ0274_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0274_SP_SET: STEEL ROD
 RJ0274_MARK LOGO: USLS  
 RJ0274_PROJECTION: FLUSH
 RJ0274_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0274+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0274_ROD/PIPE-DEPTH: 3.4  meters
 RJ0274
 RJ0274  HISTORY     - Date     Condition        Report By
 RJ0274  HISTORY     - 1965     MONUMENTED       USLS
 RJ0274  HISTORY     - 1972     GOOD             USLS
 RJ0274  HISTORY     - 1983     GOOD             NGS
 RJ0274  HISTORY     - 19941003 GOOD             NOS
 RJ0274  HISTORY     - 20040825 GOOD             USPSQD
 RJ0274  HISTORY     - 20060829 GOOD             USPSQD
 RJ0274
 RJ0274                          STATION DESCRIPTION
 RJ0274
 RJ0274'DESCRIBED BY US LAKE SURVEY 1972
 RJ0274'AT POINT IROQUOIS.
 RJ0274'UTILITY IS A POINT IROQUOIS, CHIPPEWA COUNTY, MICHIGAN, ON U.S.
 RJ0274'GOVERNMENT PROPERTY, ABOUT 85 FEET NORTHERLY OF OLD LIGHTHOUSE
 RJ0274'WHICH IS MAINTANCED BY U.S. FOREST SERVICE AS A HISTORICAL SITE,
 RJ0274'89.4 FEET SOUTH OF SOUTHEAST CORNER OF LAKE SURVEY CENTER
 RJ0274'GAGEHOUSE, 70.8 FEET SOUTHERLY OF UTILITY POLE NO. BR1/148N,
 RJ0274'22.2 FEET WESTERLY OF A 1-INCH DIAMETER IRON ROD IMBEDDED IN A
 RJ0274'2 X 2-1/2 FOOT BOULDER, 18.3 FEET SOUTHEAST OF SOUTH EDGE OF
 RJ0274'SIDEWALK, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 RJ0274'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 11 FEET
 RJ0274'LONG.
 RJ0274
 RJ0274                          STATION RECOVERY (1983)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0274'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0274'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0274'THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT SITE OF
 RJ0274'AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, ON THE BEACH AND NEAR A
 RJ0274'USLS GAGE HOUSE, 27.3 METERS (89.4 FT) SOUTH OF SOUTHEAST CORNER OF
 RJ0274'THE GAGE HOUSE, 21.6 METERS (70.8 FT) SOUTH OF UTILITY POLE NUMBER BR
 RJ0274'1/148 N, 6.8 METERS (22.2 FT) WEST OF A 1-INCH DIAMETER IRON ROD
 RJ0274'EMBEDDED IN A 2 FEET BY 2 FEET BOULDER, AND 5.6 METERS (18.3 FT)
 RJ0274'SOUTHEAST OF THE SOUTHEAST EDGE OF A SIDEWALK.
 RJ0274'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 RJ0274'THE MARK IS ABOVE LEVEL WITH GROUND.
 RJ0274
 RJ0274                          STATION RECOVERY (1994)
 RJ0274
 RJ0274'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0274'RECOVERED AS DESCRIBED.
 RJ0274
 RJ0274                          STATION RECOVERY (2004)
 RJ0274
 RJ0274'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0274'RECOVERED IN GOOD CONDITION.
 RJ0274
 RJ0274                          STATION RECOVERY (2006)
 RJ0274
 RJ0274'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1150 ***********************************************************************
 RJ1150  DESIGNATION -  909 9007 3 A
 RJ1150  PID         -  RJ1150
 RJ1150  STATE/COUNTY-  MI/CHIPPEWA
 RJ1150  USGS QUAD   -  WHITEFISH POINT (1951)
 RJ1150
 RJ1150                         *CURRENT SURVEY CONTROL
 RJ1150  ___________________________________________________________________
 RJ1150* NAD 83(1994)-  46 45 42.11325(N)    084 57 53.29862(W)     ADJUSTED  
 RJ1150* NAVD 88     -       185.382  (meters)     608.21   (feet)  ADJUSTED  
 RJ1150  ___________________________________________________________________
 RJ1150  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 RJ1150  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ1150  DYNAMIC HT  -         185.401 (meters)     608.27  (feet)  COMP
 RJ1150  MODELED GRAV-     980,715.7   (mgal)                       NAVD 88
 RJ1150
 RJ1150  HORZ ORDER  -  THIRD
 RJ1150  VERT ORDER  -  SECOND    CLASS I
 RJ1150
 RJ1150.The horizontal coordinates were established by classical geodetic methods
 RJ1150.and adjusted by the National Geodetic Survey in February 1997..
 RJ1150
 RJ1150.The orthometric height was determined by differential leveling
 RJ1150.and adjusted by the National Geodetic Survey in July 2002..
 RJ1150
 RJ1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1150
 RJ1150.The geoid height was determined by GEOID03.
 RJ1150
 RJ1150.The dynamic height is computed by dividing the NAVD 88
 RJ1150.geopotential number by the normal gravity value computed on the
 RJ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ1150.degrees latitude (g = 980.6199 gals.).
 RJ1150
 RJ1150.The modeled gravity was interpolated from observed gravity values.
 RJ1150
 RJ1150;                    North         East     Units Scale Factor Converg.
 RJ1150;SPC MI N     -   221,882.845 8,155,448.833   MT  0.99993739   +1 28 15.7
 RJ1150;SPC MI N     -   727,962.09 26,756,721.89   iFT  0.99993739   +1 28 15.7
 RJ1150;UTM  16      - 5,180,694.270   655,411.490   MT  0.99989687   +1 28 58.6
 RJ1150
 RJ1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1150!SPC MI N     -   0.99997665  x   0.99993739  =   0.99991405
 RJ1150!UTM  16      -   0.99997665  x   0.99989687  =   0.99987353
 RJ1150
 RJ1150:                Primary Azimuth Mark                     Grid Az
 RJ1150:SPC MI N     -  WHITEFISH PT RAD RECEIVING TWR           029 44 31.2
 RJ1150:UTM  16      -  WHITEFISH PT RAD RECEIVING TWR           029 43 48.3
 RJ1150
 RJ1150|---------------------------------------------------------------------|
 RJ1150| PID    Reference Object                     Distance      Geod. Az  |
 RJ1150|                                                           dddmmss.s |
 RJ1150| RJ1144 WHITEFISH PT RAD RECEIVING TWR      APPROX. 1.2 KM 0311246.9 |
 RJ1150| RJ1147 DOROTHY                             161.407 METERS 15710     |
 RJ1150| RJ1148 WHITEFISH PT HBR N BKWATER LT       316.650 METERS 16852     |
 RJ1150| RJ1149 WHITEFISH PT HBR S BKWATER LT       268.163 METERS 17951     |
 RJ1150| RJ1151 WHITEFISH PT HBR IN BKWATER LT      196.312 METERS 18352     |
 RJ1150|---------------------------------------------------------------------|
 RJ1150
 RJ1150                          SUPERSEDED SURVEY CONTROL
 RJ1150
 RJ1150  NAD 83(1986)-  46 45 42.10137(N)    084 57 53.28075(W) AD(       ) 3
 RJ1150  NAD 27      -  46 45 42.01574(N)    084 57 53.01294(W) AD(       ) 3
 RJ1150  NGVD 29 (07/19/86)  185.07   (m)          607.2    (f) LEVELING    3  
 RJ1150
 RJ1150.Superseded values are not recommended for survey control.
 RJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1150.See file dsdata.txt to determine how the superseded data were derived.
 RJ1150
 RJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5541180694(NAD 83)
 RJ1150_MARKER: DD = SURVEY DISK
 RJ1150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RJ1150_SP_SET: PREFABRICATED CONCRETE POST
 RJ1150_STAMPING: 3 A
 RJ1150_MARK LOGO: USE   
 RJ1150_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1150+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 RJ1150
 RJ1150  HISTORY     - Date     Condition        Report By
 RJ1150  HISTORY     - 1981     MONUMENTED       NOS
 RJ1150  HISTORY     - 19960708 GOOD             NGS
 RJ1150  HISTORY     - 20020912 GOOD             USPSQD
 RJ1150  HISTORY     - 20040825 GOOD             USPSQD
 RJ1150
 RJ1150                          STATION DESCRIPTION
 RJ1150
 RJ1150'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1150'THE STATION IS LOCATED AT THE INSHORE END OF THE NORTH
 RJ1150'BREAKWATER IN WHITEFISH POINT HARBOR.
 RJ1150'
 RJ1150'TO REACH THE STATION FROM THE JUNCTION OF MI 123 AND WIRE ROAD IN
 RJ1150'PARADISE, GO NORTH ON WIRE ROAD FOR 16.9 KM (10.5 MILES) TO THE
 RJ1150'ENTRANCE TO WHITEFISH POINT HARBOR ON THE RIGHT.  TURN
 RJ1150'RIGHT AND GO EAST FOR 0.1 KM (0.1 MILES) TO THE NORTH
 RJ1150'BREAKWATER AND THE VICINITY OF THE STATION.
 RJ1150'
 RJ1150'THE STATION IS A STANDARD USE DISK
 RJ1150'STAMPED---3A---,
 RJ1150'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT INSIDE A 25 CM
 RJ1150'(10 INCH) METAL PIPE SET FLUSH WITH THE GROUND.  IT IS LOCATED
 RJ1150'13.23 METERS (43.3 FT) WEST FROM THE SHORE END OF THE
 RJ1150'BREAKWATER PILING AND ON LINE WITH THE SHORE ARM OF THE
 RJ1150'NORTH BREAKWATER.
 RJ1150'
 RJ1150'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.65 METERS.
 RJ1150
 RJ1150                          STATION RECOVERY (1996)
 RJ1150
 RJ1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RJ1150'16.9 KM (10.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 RJ1150'STATE HIGHWAY 123 IN PARADISE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 RJ1150'A PAVED ROAD, 29.2 M (95.8 FT) SOUTHEAST OF THE EAST CORNER OF A
 RJ1150'PARKING AREA, 26.8 M (87.9 FT) NORTHEAST OF THE ROAD CENTER, 19.4 M
 RJ1150'(63.6 FT) NORTH OF THE NORTHEAST LEG OF A SIGN (WHITEFISH MOORING AND
 RJ1150'LAUNCHING FACILITY) , 13.3 M (43.6 FT) NORTHWEST OF THE NORTHWEST END
 RJ1150'OF A METAL RETAINING WALL, 5.3 M (17.4 FT) EAST OF THE CENTER OF A
 RJ1150'DRIVEWAY, 5.0 M (16.4 FT) NORTHEAST OF THE NORTH CORNER OF A SIDEWALK,
 RJ1150'0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 RJ1150'THE LEVEL OF THE DRIVEWAY.
 RJ1150
 RJ1150                          STATION RECOVERY (2002)
 RJ1150
 RJ1150'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLS)
 RJ1150'FOUND AT GROUND LEVEL. TELEPHONE POLE 1 FOOT WEST OF MARKER NO LONGER
 RJ1150'HAS A TRANSFORMER ON POLE.
 RJ1150
 RJ1150                          STATION RECOVERY (2004)
 RJ1150
 RJ1150'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8173 ***********************************************************************
 AB8173  DESIGNATION -  909 9007 POLE
 AB8173  PID         -  AB8173
 AB8173  STATE/COUNTY-  MI/CHIPPEWA
 AB8173  USGS QUAD   -  WHITEFISH POINT (1951)
 AB8173
 AB8173                         *CURRENT SURVEY CONTROL
 AB8173  ___________________________________________________________________
 AB8173* NAD 83(1986)-  46 45 40.     (N)    084 57 55.     (W)     SCALED    
 AB8173* NAVD 88     -       185.774  (meters)     609.49   (feet)  ADJUSTED  
 AB8173  ___________________________________________________________________
 AB8173  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 AB8173  DYNAMIC HT  -         185.794 (meters)     609.56  (feet)  COMP
 AB8173  MODELED GRAV-     980,715.5   (mgal)                       NAVD 88
 AB8173
 AB8173  VERT ORDER  -  SECOND    CLASS I
 AB8173
 AB8173.The horizontal coordinates were scaled from a topographic map and have
 AB8173.an estimated accuracy of +/- 6 seconds.
 AB8173
 AB8173.The orthometric height was determined by differential leveling
 AB8173.and adjusted by the National Geodetic Survey in July 2002..
 AB8173
 AB8173.The geoid height was determined by GEOID03.
 AB8173
 AB8173.The dynamic height is computed by dividing the NAVD 88
 AB8173.geopotential number by the normal gravity value computed on the
 AB8173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8173.degrees latitude (g = 980.6199 gals.).
 AB8173
 AB8173.The modeled gravity was interpolated from observed gravity values.
 AB8173
 AB8173;                    North         East    Units  Estimated Accuracy
 AB8173;SPC MI N     -   221,820.    8,155,410.      MT  (+/- 180 meters Scaled)
 AB8173
 AB8173                          SUPERSEDED SURVEY CONTROL
 AB8173
 AB8173.No superseded survey control is available for this station.
 AB8173
 AB8173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS553806(NAD 83)
 AB8173_MARKER: I = METAL ROD
 AB8173_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB8173_MARK LOGO: NONE  
 AB8173_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8173+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB8173
 AB8173  HISTORY     - Date     Condition        Report By
 AB8173  HISTORY     - UNK      MONUMENTED       USLS
 AB8173  HISTORY     - 19960708 GOOD             NGS
 AB8173
 AB8173                          STATION DESCRIPTION
 AB8173
 AB8173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8173'16.9 KM (10.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8173'STATE HIGHWAY 123 IN PARADISE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 AB8173'A PAVED ROAD, 48.7 M (159.8 FT) SOUTHWEST OF THE ROAD CENTER, 28.3 M
 AB8173'(92.8 FT) NORTHWEST OF THE NORTHWEST END OF A RETAINING WALL, 19.0 M
 AB8173'(62.3 FT) NORTHEAST OF THE NORTH CORNER OF BROWNS FISHERIES BUILDING,
 AB8173'9.0 M (29.5 FT) NORTHEAST OF THE NORTH CORNER OF A LEAN-TO ATTACHED TO
 AB8173'THE BUILDING, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.3 M (1.0
 AB8173'FT) EAST OF UTILITY POLE NUMBER EK1-588R WITH A TRANSFORMER ATTACHED,
 AB8173'AND THE ROD IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8174 ***********************************************************************
 AB8174  DESIGNATION -  909 9007 SHED
 AB8174  PID         -  AB8174
 AB8174  STATE/COUNTY-  MI/CHIPPEWA
 AB8174  USGS QUAD   -  WHITEFISH POINT (1951)
 AB8174
 AB8174                         *CURRENT SURVEY CONTROL
 AB8174  ___________________________________________________________________
 AB8174* NAD 83(1986)-  46 45 39.     (N)    084 58 00.     (W)     SCALED    
 AB8174* NAVD 88     -       185.528  (meters)     608.69   (feet)  ADJUSTED  
 AB8174  ___________________________________________________________________
 AB8174  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 AB8174  DYNAMIC HT  -         185.548 (meters)     608.75  (feet)  COMP
 AB8174  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 AB8174
 AB8174  VERT ORDER  -  SECOND    CLASS I
 AB8174
 AB8174.The horizontal coordinates were scaled from a topographic map and have
 AB8174.an estimated accuracy of +/- 6 seconds.
 AB8174
 AB8174.The orthometric height was determined by differential leveling
 AB8174.and adjusted by the National Geodetic Survey in July 2002..
 AB8174
 AB8174.The geoid height was determined by GEOID03.
 AB8174
 AB8174.The dynamic height is computed by dividing the NAVD 88
 AB8174.geopotential number by the normal gravity value computed on the
 AB8174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8174.degrees latitude (g = 980.6199 gals.).
 AB8174
 AB8174.The modeled gravity was interpolated from observed gravity values.
 AB8174
 AB8174;                    North         East    Units  Estimated Accuracy
 AB8174;SPC MI N     -   221,780.    8,155,310.      MT  (+/- 180 meters Scaled)
 AB8174
 AB8174                          SUPERSEDED SURVEY CONTROL
 AB8174
 AB8174.No superseded survey control is available for this station.
 AB8174
 AB8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS552805(NAD 83)
 AB8174_MARKER: I = METAL ROD
 AB8174_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB8174_MARK LOGO: NONE  
 AB8174_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8174+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1996
 AB8174
 AB8174  HISTORY     - Date     Condition        Report By
 AB8174  HISTORY     - UNK      MONUMENTED       USLS
 AB8174  HISTORY     - 19960708 GOOD             NGS
 AB8174
 AB8174                          STATION DESCRIPTION
 AB8174
 AB8174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8174'16.9 KM (10.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8174'STATE HIGHWAY 123 IN PARADISE, THENCE 0.2 KM (0.10 MI) SOUTHERLY ALONG
 AB8174'A GRAVELED ROAD, 5.1 M (16.7 FT) SOUTHWEST OF THE ROAD CENTER, 0.4 M
 AB8174'(1.3 FT) NORTHWEST OF THE NORTH CORNER OF THE 1ST SHED AFTER PASSING A
 AB8174'BRICK HOUSE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE ROD
 AB8174'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0428 ***********************************************************************
 RK0428  DESIGNATION -  909 9015 15 USE
 RK0428  PID         -  RK0428
 RK0428  STATE/COUNTY-  MI/MARQUETTE
 RK0428  USGS QUAD   -  MARQUETTE (1975)
 RK0428
 RK0428                         *CURRENT SURVEY CONTROL
 RK0428  ___________________________________________________________________
 RK0428* NAD 83(1986)-  46 34 48.     (N)    087 22 49.     (W)     SCALED    
 RK0428* NAVD 88     -       190.941  (meters)     626.45   (feet)  ADJUSTED  
 RK0428  ___________________________________________________________________
 RK0428  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0428  DYNAMIC HT  -         190.959 (meters)     626.50  (feet)  COMP
 RK0428  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 RK0428
 RK0428  VERT ORDER  -  FIRST     CLASS 0
 RK0428
 RK0428.The horizontal coordinates were scaled from a topographic map and have
 RK0428.an estimated accuracy of +/- 6 seconds.
 RK0428
 RK0428.The orthometric height was determined by differential leveling
 RK0428.and adjusted by the National Geodetic Survey in June 1991..
 RK0428
 RK0428.The geoid height was determined by GEOID03.
 RK0428
 RK0428.The dynamic height is computed by dividing the NAVD 88
 RK0428.geopotential number by the normal gravity value computed on the
 RK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0428.degrees latitude (g = 980.6199 gals.).
 RK0428
 RK0428.The modeled gravity was interpolated from observed gravity values.
 RK0428
 RK0428;                    North         East    Units  Estimated Accuracy
 RK0428;SPC MI N     -   199,760.    7,970,850.      MT  (+/- 180 meters Scaled)
 RK0428
 RK0428                          SUPERSEDED SURVEY CONTROL
 RK0428
 RK0428.No superseded survey control is available for this station.
 RK0428
 RK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708585(NAD 83)
 RK0428_MARKER: B = BOLT
 RK0428_SETTING: 66 = SET IN ROCK OUTCROP
 RK0428_SP_SET: ROCK OUTCROP
 RK0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0428+STABILITY: POSITION/ELEVATION WELL
 RK0428
 RK0428  HISTORY     - Date     Condition        Report By
 RK0428  HISTORY     - 1897     MONUMENTED       USE
 RK0428  HISTORY     - 1975     GOOD             NOS
 RK0428  HISTORY     - 1985     GOOD             NGS
 RK0428  HISTORY     - 19960823 GOOD             USPSQD
 RK0428
 RK0428                          STATION DESCRIPTION
 RK0428
 RK0428'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0428'IN MARQUETTE.
 RK0428'AT MARQUETTE,  THE SOUTH END OF PRESQUE ISLE PARK, ABOUT 400 FT.
 RK0428'NORTHEAST OF SHORE AND OF THE BREAKWATER, 25 FT. NORTH OF EDGE OF
 RK0428'VERTICAL BLUFF ABOVE THE WATERS EDGE, 21 FT. NORTH OF A 10 INCH DOUBLE
 RK0428'MAPLE TREE, ON TOP OF A SMALL OUTCROP OF LEDGE ROCK AT THE BASE OF A
 RK0428'KNOLL, AND THE TOP OF A THREE QUARTER INCH BRASS BOLT PROJECTING
 RK0428'THREE QUARTER INCH.
 RK0428
 RK0428                          STATION RECOVERY (1985)
 RK0428
 RK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0428'RECOVERED IN GOOD CONDITION.
 RK0428
 RK0428                          STATION RECOVERY (1996)
 RK0428
 RK0428'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0425 ***********************************************************************
 RK0425  DESIGNATION -  909 9015 ANCHOR NUT USLS
 RK0425  PID         -  RK0425
 RK0425  STATE/COUNTY-  MI/MARQUETTE
 RK0425  USGS QUAD   -  MARQUETTE (1975)
 RK0425
 RK0425                         *CURRENT SURVEY CONTROL
 RK0425  ___________________________________________________________________
 RK0425* NAD 83(1986)-  46 34 48.     (N)    087 23 31.     (W)     SCALED    
 RK0425* NAVD 88     -       185.249  (meters)     607.77   (feet)  ADJUSTED  
 RK0425  ___________________________________________________________________
 RK0425  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RK0425  DYNAMIC HT  -         185.265 (meters)     607.82  (feet)  COMP
 RK0425  MODELED GRAV-     980,700.7   (mgal)                       NAVD 88
 RK0425
 RK0425  VERT ORDER  -  FIRST     CLASS 0
 RK0425
 RK0425.The horizontal coordinates were scaled from a topographic map and have
 RK0425.an estimated accuracy of +/- 6 seconds.
 RK0425
 RK0425.The orthometric height was determined by differential leveling
 RK0425.and adjusted by the National Geodetic Survey in June 1991..
 RK0425
 RK0425.The geoid height was determined by GEOID03.
 RK0425
 RK0425.The dynamic height is computed by dividing the NAVD 88
 RK0425.geopotential number by the normal gravity value computed on the
 RK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0425.degrees latitude (g = 980.6199 gals.).
 RK0425
 RK0425.The modeled gravity was interpolated from observed gravity values.
 RK0425
 RK0425;                    North         East    Units  Estimated Accuracy
 RK0425;SPC MI N     -   199,770.    7,969,960.      MT  (+/- 180 meters Scaled)
 RK0425
 RK0425                          SUPERSEDED SURVEY CONTROL
 RK0425
 RK0425.No superseded survey control is available for this station.
 RK0425
 RK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699585(NAD 83)
 RK0425_MARKER: Z = SEE DESCRIPTION
 RK0425_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0425_SP_SET: BRIDGE
 RK0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0425+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0425
 RK0425  HISTORY     - Date     Condition        Report By
 RK0425  HISTORY     - 1935     MONUMENTED       USLS
 RK0425  HISTORY     - 1975     GOOD             NOS
 RK0425  HISTORY     - 1990     GOOD             USPSQD
 RK0425  HISTORY     - 19910611 GOOD             USPSQD
 RK0425  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0425  HISTORY     - 20010917 GOOD             USPSQD
 RK0425  HISTORY     - 20031010 GOOD             USPSQD
 RK0425  HISTORY     - 20060724 GOOD             USPSQD
 RK0425
 RK0425                          STATION DESCRIPTION
 RK0425
 RK0425'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0425'IN MARQUETTE.
 RK0425'IN THE MARQUETTE, AT PRESQUE ISLE HARBOR UNDER THE TRESTLE APPROACH TO
 RK0425'THE LAKE SUPERIOR AND ISHPEMING RAILROAD ORE DOCK, ON NORTHWEST SIDE
 RK0425'OF ROAD PASSING UNDER THE TRESTLE, ON FOOTING OF NORTHEAST COLUMN OF
 RK0425'STEEL BENT SUPPORTING TRESTLE ACROSS THE ROAD AND IN THE HIGHEST POINT
 RK0425'ON TOP OF NORTH ANCHOR NUT.
 RK0425
 RK0425                          STATION RECOVERY (1990)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (1991)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (1996)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0425'MARK NOT FOUND.
 RK0425
 RK0425                          STATION RECOVERY (2001)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (2003)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
 RK0425
 RK0425                          STATION RECOVERY (2006)
 RK0425
 RK0425'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0427 ***********************************************************************
 RK0427  DESIGNATION -  909 9015 MARINA
 RK0427  PID         -  RK0427
 RK0427  STATE/COUNTY-  MI/MARQUETTE
 RK0427  USGS QUAD   -  MARQUETTE (1975)
 RK0427
 RK0427                         *CURRENT SURVEY CONTROL
 RK0427  ___________________________________________________________________
 RK0427* NAD 83(1986)-  46 34 48.     (N)    087 23 07.     (W)     SCALED    
 RK0427* NAVD 88     -       186.346  (meters)     611.37   (feet)  ADJUSTED  
 RK0427  ___________________________________________________________________
 RK0427  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RK0427  DYNAMIC HT  -         186.363 (meters)     611.43  (feet)  COMP
 RK0427  MODELED GRAV-     980,701.0   (mgal)                       NAVD 88
 RK0427
 RK0427  VERT ORDER  -  FIRST     CLASS 0
 RK0427
 RK0427.The horizontal coordinates were scaled from a topographic map and have
 RK0427.an estimated accuracy of +/- 6 seconds.
 RK0427
 RK0427.The orthometric height was determined by differential leveling
 RK0427.and adjusted by the National Geodetic Survey in June 1991..
 RK0427
 RK0427.The geoid height was determined by GEOID03.
 RK0427
 RK0427.The dynamic height is computed by dividing the NAVD 88
 RK0427.geopotential number by the normal gravity value computed on the
 RK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0427.degrees latitude (g = 980.6199 gals.).
 RK0427
 RK0427.The modeled gravity was interpolated from observed gravity values.
 RK0427
 RK0427;                    North         East    Units  Estimated Accuracy
 RK0427;SPC MI N     -   199,760.    7,970,470.      MT  (+/- 180 meters Scaled)
 RK0427
 RK0427                          SUPERSEDED SURVEY CONTROL
 RK0427
 RK0427.No superseded survey control is available for this station.
 RK0427
 RK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS704585(NAD 83)
 RK0427_MARKER: DB = BENCH MARK DISK
 RK0427_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0427_SP_SET: BUILDING
 RK0427_STAMPING: MARINA 1972 AC
 RK0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0427+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0427
 RK0427  HISTORY     - Date     Condition        Report By
 RK0427  HISTORY     - 1972     MONUMENTED       NOS
 RK0427  HISTORY     - 1975     GOOD             NOS
 RK0427  HISTORY     - 1990     GOOD             USPSQD
 RK0427  HISTORY     - 19910611 GOOD             USPSQD
 RK0427  HISTORY     - 19960823 GOOD             USPSQD
 RK0427  HISTORY     - 20010917 GOOD             USPSQD
 RK0427  HISTORY     - 20031010 GOOD             USPSQD
 RK0427  HISTORY     - 20060724 GOOD             USPSQD
 RK0427
 RK0427                          STATION DESCRIPTION
 RK0427
 RK0427'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0427'IN MARQUETTE.
 RK0427'IN MARQUETTE, AT PRESQUE ISLE HARBOR, ON THE WEST FACE OF MARINA
 RK0427'BRICK OFFICE BUILDING 23.5 FT. NORTHEAST OF AN ORNAMENTAL LIGHT
 RK0427'POST, 0.7 FT. SOUTH OF NORTHWEST BUILDING CORNER, 4.8 FT. ABOVE
 RK0427'GROUND.
 RK0427
 RK0427                          STATION RECOVERY (1990)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (1991)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (1996)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (2001)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (2003)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
 RK0427
 RK0427                          STATION RECOVERY (2006)
 RK0427
 RK0427'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0426 ***********************************************************************
 RK0426  DESIGNATION -  909 9015 PRESQUE ISLE
 RK0426  PID         -  RK0426
 RK0426  STATE/COUNTY-  MI/MARQUETTE
 RK0426  USGS QUAD   -  MARQUETTE (1975)
 RK0426
 RK0426                         *CURRENT SURVEY CONTROL
 RK0426  ___________________________________________________________________
 RK0426* NAD 83(1986)-  46 34 54.     (N)    087 23 13.     (W)     SCALED    
 RK0426* NAVD 88     -       184.952  (meters)     606.80   (feet)  ADJUSTED  
 RK0426  ___________________________________________________________________
 RK0426  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RK0426  DYNAMIC HT  -         184.969 (meters)     606.85  (feet)  COMP
 RK0426  MODELED GRAV-     980,700.6   (mgal)                       NAVD 88
 RK0426
 RK0426  VERT ORDER  -  FIRST     CLASS 0
 RK0426
 RK0426.The horizontal coordinates were scaled from a topographic map and have
 RK0426.an estimated accuracy of +/- 6 seconds.
 RK0426
 RK0426.The orthometric height was determined by differential leveling
 RK0426.and adjusted by the National Geodetic Survey in June 1991..
 RK0426
 RK0426.The geoid height was determined by GEOID03.
 RK0426
 RK0426.The dynamic height is computed by dividing the NAVD 88
 RK0426.geopotential number by the normal gravity value computed on the
 RK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0426.degrees latitude (g = 980.6199 gals.).
 RK0426
 RK0426.The modeled gravity was interpolated from observed gravity values.
 RK0426
 RK0426;                    North         East    Units  Estimated Accuracy
 RK0426;SPC MI N     -   199,950.    7,970,340.      MT  (+/- 180 meters Scaled)
 RK0426
 RK0426                          SUPERSEDED SURVEY CONTROL
 RK0426
 RK0426.No superseded survey control is available for this station.
 RK0426
 RK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS703587(NAD 83)
 RK0426_MARKER: DB = BENCH MARK DISK
 RK0426_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0426_SP_SET: CONCRETE
 RK0426_STAMPING: PRESQUE ISLE 1972 AC
 RK0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0426+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0426
 RK0426  HISTORY     - Date     Condition        Report By
 RK0426  HISTORY     - 1972     MONUMENTED       NOS
 RK0426  HISTORY     - 1975     GOOD             NOS
 RK0426  HISTORY     - 1990     GOOD             USPSQD
 RK0426  HISTORY     - 19960823 GOOD             USPSQD
 RK0426  HISTORY     - 20010917 GOOD             USPSQD
 RK0426  HISTORY     - 20031010 GOOD             USPSQD
 RK0426  HISTORY     - 20060724 GOOD             USPSQD
 RK0426
 RK0426                          STATION DESCRIPTION
 RK0426
 RK0426'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0426'IN MARQUETTE.
 RK0426'IN MARQUETTE, AT PRESQUE ISLE HARBOR, AT THE ENTRANCE TO MARINA
 RK0426'PARKING LOT, 37.2 FT. EAST CENTERLINE OF LAKE SHORE BLVD., 9.4 FT.
 RK0426'SOUTH OF A 9 INCH MAPLE, 4.5 FT. SOUTHEAST OF A UTILITY POLE, ON
 RK0426'NORTHWEST 4 FT. SQUARE CONCRETE MARINA SIGN BASE.
 RK0426
 RK0426                          STATION RECOVERY (1990)
 RK0426
 RK0426'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0426'RECOVERED IN GOOD CONDITION.
 RK0426
 RK0426                          STATION RECOVERY (1996)
 RK0426
 RK0426'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0426'RECOVERED IN GOOD CONDITION.
 RK0426
 RK0426                          STATION RECOVERY (2001)
 RK0426
 RK0426'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0426'RECOVERED IN GOOD CONDITION.
 RK0426
 RK0426                          STATION RECOVERY (2003)
 RK0426
 RK0426'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0426'RECOVERED IN GOOD CONDITION.
 RK0426
 RK0426                          STATION RECOVERY (2006)
 RK0426
 RK0426'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0429 ***********************************************************************
 RK0429  DESIGNATION -  909 9015 SPIKE HEAD USLS
 RK0429  PID         -  RK0429
 RK0429  STATE/COUNTY-  MI/MARQUETTE
 RK0429  USGS QUAD   -  MARQUETTE (1975)
 RK0429
 RK0429                         *CURRENT SURVEY CONTROL
 RK0429  ___________________________________________________________________
 RK0429* NAD 83(1986)-  46 34 48.     (N)    087 22 49.     (W)     SCALED    
 RK0429* NAVD 88     -       185.757  (meters)     609.44   (feet)  ADJUSTED  
 RK0429  ___________________________________________________________________
 RK0429  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0429  DYNAMIC HT  -         185.774 (meters)     609.49  (feet)  COMP
 RK0429  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 RK0429
 RK0429  VERT ORDER  -  FIRST     CLASS 0
 RK0429
 RK0429.The horizontal coordinates were scaled from a topographic map and have
 RK0429.an estimated accuracy of +/- 6 seconds.
 RK0429
 RK0429.The orthometric height was determined by differential leveling
 RK0429.and adjusted by the National Geodetic Survey in June 1991..
 RK0429
 RK0429.The geoid height was determined by GEOID03.
 RK0429
 RK0429.The dynamic height is computed by dividing the NAVD 88
 RK0429.geopotential number by the normal gravity value computed on the
 RK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0429.degrees latitude (g = 980.6199 gals.).
 RK0429
 RK0429.The modeled gravity was interpolated from observed gravity values.
 RK0429
 RK0429;                    North         East    Units  Estimated Accuracy
 RK0429;SPC MI N     -   199,760.    7,970,850.      MT  (+/- 180 meters Scaled)
 RK0429
 RK0429                          SUPERSEDED SURVEY CONTROL
 RK0429
 RK0429.No superseded survey control is available for this station.
 RK0429
 RK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708585(NAD 83)
 RK0429_MARKER: S = SPIKE
 RK0429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0429_SP_SET: CONCRETE
 RK0429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0429
 RK0429  HISTORY     - Date     Condition        Report By
 RK0429  HISTORY     - 1935     MONUMENTED       USLS
 RK0429  HISTORY     - 1975     GOOD             NOS
 RK0429  HISTORY     - 19910611 GOOD             USPSQD
 RK0429  HISTORY     - 19960823 GOOD             USPSQD
 RK0429  HISTORY     - 20010917 GOOD             USPSQD
 RK0429  HISTORY     - 20031010 GOOD             USPSQD
 RK0429
 RK0429                          STATION DESCRIPTION
 RK0429
 RK0429'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0429'IN MARQUETTE.
 RK0429'IN MARQUETTE, AT PRESQUE ISLE HARBOR, ON SHORE END OF THE BREAKWATER,
 RK0429'4.0 FT. FROM INNER END OF THE CONCRETE, 2.0 FT. FROM HARBOR FACE OF
 RK0429'THE BREAKWATER FLUSH WITH SURFACE OF THE CONCRETE.
 RK0429
 RK0429                          STATION RECOVERY (1991)
 RK0429
 RK0429'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0429'RECOVERED IN GOOD CONDITION.
 RK0429
 RK0429                          STATION RECOVERY (1996)
 RK0429
 RK0429'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0429'RECOVERED IN GOOD CONDITION.
 RK0429
 RK0429                          STATION RECOVERY (2001)
 RK0429
 RK0429'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0429'RECOVERED IN GOOD CONDITION.
 RK0429
 RK0429                          STATION RECOVERY (2003)
 RK0429
 RK0429'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0430 ***********************************************************************
 RK0430  DESIGNATION -  909 9015 SQUARE USLS
 RK0430  PID         -  RK0430
 RK0430  STATE/COUNTY-  MI/MARQUETTE
 RK0430  USGS QUAD   -  MARQUETTE (1975)
 RK0430
 RK0430                         *CURRENT SURVEY CONTROL
 RK0430  ___________________________________________________________________
 RK0430* NAD 83(1986)-  46 34 48.     (N)    087 22 49.     (W)     SCALED    
 RK0430* NAVD 88     -       185.267  (meters)     607.83   (feet)  ADJUSTED  
 RK0430  ___________________________________________________________________
 RK0430  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0430  DYNAMIC HT  -         185.283 (meters)     607.88  (feet)  COMP
 RK0430  MODELED GRAV-     980,701.7   (mgal)                       NAVD 88
 RK0430
 RK0430  VERT ORDER  -  FIRST     CLASS 0
 RK0430
 RK0430.The horizontal coordinates were scaled from a topographic map and have
 RK0430.an estimated accuracy of +/- 6 seconds.
 RK0430
 RK0430.The orthometric height was determined by differential leveling
 RK0430.and adjusted by the National Geodetic Survey in June 1991..
 RK0430
 RK0430.The geoid height was determined by GEOID03.
 RK0430
 RK0430.The dynamic height is computed by dividing the NAVD 88
 RK0430.geopotential number by the normal gravity value computed on the
 RK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0430.degrees latitude (g = 980.6199 gals.).
 RK0430
 RK0430.The modeled gravity was interpolated from observed gravity values.
 RK0430
 RK0430;                    North         East    Units  Estimated Accuracy
 RK0430;SPC MI N     -   199,760.    7,970,850.      MT  (+/- 180 meters Scaled)
 RK0430
 RK0430                          SUPERSEDED SURVEY CONTROL
 RK0430
 RK0430.No superseded survey control is available for this station.
 RK0430
 RK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708585(NAD 83)
 RK0430_MARKER: Q = CHISELED SQUARE
 RK0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0430_SP_SET: CONCRETE WALL
 RK0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0430
 RK0430  HISTORY     - Date     Condition        Report By
 RK0430  HISTORY     - 1935     MONUMENTED       USLS
 RK0430  HISTORY     - 1975     GOOD             NOS
 RK0430  HISTORY     - 1985     GOOD             NGS
 RK0430  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0430  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0430
 RK0430                          STATION DESCRIPTION
 RK0430
 RK0430'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0430'IN MARQUETTE.
 RK0430'IN MARQUETTE, AT PRESQUE ISLE HARBOR, ABOUT HALF WAY BETWEEN SHORE
 RK0430'ENDS OF THE BREAKWATER AND THE LAKE SHORE AND ISHPEMING ORE DOCK,
 RK0430'AT FORK IN ROADS HAVING A TRIANGULAR GRASSY PLOT IN THE CENTER, ON
 RK0430'WEST END OF A CURVING CONCRETE WALL ALONG NORTHERLY SIDE OF THE ROAD,
 RK0430'87 FT. WEST OF LIGHT POLE IN THE TRIANGULAR PLOT, 0.3 FT. FROM END OF
 RK0430'THE WALL, ONE AND ONE HALF FT. ABOVE THE GROUND AND THE HIGHEST POINT
 RK0430'IN AT THE SOUTH CORNER OF THE SQUARE.
 RK0430
 RK0430                          STATION RECOVERY (1985)
 RK0430
 RK0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0430'RECOVERED IN GOOD CONDITION.
 RK0430
 RK0430                          STATION RECOVERY (1990)
 RK0430
 RK0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0430'MARK NOT FOUND.
 RK0430
 RK0430                          STATION RECOVERY (1996)
 RK0430
 RK0430'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0424 ***********************************************************************
 RK0424  DESIGNATION -  909 9015 WL 302 USLS
 RK0424  PID         -  RK0424
 RK0424  STATE/COUNTY-  MI/MARQUETTE
 RK0424  USGS QUAD   -  MARQUETTE (1975)
 RK0424
 RK0424                         *CURRENT SURVEY CONTROL
 RK0424  ___________________________________________________________________
 RK0424* NAD 83(1986)-  46 34 48.     (N)    087 23 43.     (W)     SCALED    
 RK0424* NAVD 88     -       186.180  (meters)     610.83   (feet)  ADJUSTED  
 RK0424  ___________________________________________________________________
 RK0424  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RK0424  DYNAMIC HT  -         186.196 (meters)     610.88  (feet)  COMP
 RK0424  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 RK0424
 RK0424  VERT ORDER  -  FIRST     CLASS 0
 RK0424
 RK0424.The horizontal coordinates were scaled from a topographic map and have
 RK0424.an estimated accuracy of +/- 6 seconds.
 RK0424
 RK0424.The orthometric height was determined by differential leveling
 RK0424.and adjusted by the National Geodetic Survey in June 1991..
 RK0424
 RK0424.The geoid height was determined by GEOID03.
 RK0424
 RK0424.The dynamic height is computed by dividing the NAVD 88
 RK0424.geopotential number by the normal gravity value computed on the
 RK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0424.degrees latitude (g = 980.6199 gals.).
 RK0424
 RK0424.The modeled gravity was interpolated from observed gravity values.
 RK0424
 RK0424;                    North         East    Units  Estimated Accuracy
 RK0424;SPC MI N     -   199,770.    7,969,710.      MT  (+/- 180 meters Scaled)
 RK0424
 RK0424                          SUPERSEDED SURVEY CONTROL
 RK0424
 RK0424.No superseded survey control is available for this station.
 RK0424
 RK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS697585(NAD 83)
 RK0424_MARKER: DD = SURVEY DISK
 RK0424_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0424_SP_SET: CONCRETE
 RK0424_STAMPING: WL 302 1935
 RK0424_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0424
 RK0424  HISTORY     - Date     Condition        Report By
 RK0424  HISTORY     - 1935     MONUMENTED       USLS
 RK0424  HISTORY     - 1975     GOOD             NOS
 RK0424
 RK0424                          STATION DESCRIPTION
 RK0424
 RK0424'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0424'IN MARQUETTE.
 RK0424'IN MARQUETTE, AT PRESQUE ISLE HARBOR, WEST OF THE INNER END OF THE
 RK0424'LAKE SUPERIOR AND ISHPEMING RAILROAD ORE DOCK, AT SOUTHEAST CORNER
 RK0424'OF THE ROUNDHOUSE, IN EAST FACE OF THE FOUNDATION, 0.5 FT. FROM THE
 RK0424'CORNER 1 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0115 ***********************************************************************
 RK0115  DESIGNATION -  909 9016 6 USLS
 RK0115  PID         -  RK0115
 RK0115  STATE/COUNTY-  MI/MARQUETTE
 RK0115  USGS QUAD   -  MARQUETTE (1975)
 RK0115
 RK0115                         *CURRENT SURVEY CONTROL
 RK0115  ___________________________________________________________________
 RK0115* NAD 83(1986)-  46 32 30.     (N)    087 23 31.     (W)     SCALED    
 RK0115* NAVD 88     -       191.303  (meters)     627.63   (feet)  ADJUSTED  
 RK0115  ___________________________________________________________________
 RK0115  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 RK0115  DYNAMIC HT  -         191.320 (meters)     627.69  (feet)  COMP
 RK0115  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 RK0115
 RK0115  VERT ORDER  -  FIRST     CLASS 0
 RK0115
 RK0115.The horizontal coordinates were scaled from a topographic map and have
 RK0115.an estimated accuracy of +/- 6 seconds.
 RK0115
 RK0115.The orthometric height was determined by differential leveling
 RK0115.and adjusted by the National Geodetic Survey in June 1991..
 RK0115.WARNING-Repeat measurements at this control monument indicate possible
 RK0115.vertical movement.
 RK0115
 RK0115.The geoid height was determined by GEOID03.
 RK0115
 RK0115.The dynamic height is computed by dividing the NAVD 88
 RK0115.geopotential number by the normal gravity value computed on the
 RK0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0115.degrees latitude (g = 980.6199 gals.).
 RK0115
 RK0115.The modeled gravity was interpolated from observed gravity values.
 RK0115
 RK0115;                    North         East    Units  Estimated Accuracy
 RK0115;SPC MI N     -   195,500.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0115
 RK0115                          SUPERSEDED SURVEY CONTROL
 RK0115
 RK0115.No superseded survey control is available for this station.
 RK0115
 RK0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699543(NAD 83)
 RK0115_MARKER: B = BOLT
 RK0115_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RK0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0115+STABILITY: SURFACE MOTION
 RK0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0115+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0115
 RK0115  HISTORY     - Date     Condition        Report By
 RK0115  HISTORY     - 1876     MONUMENTED       CGS
 RK0115  HISTORY     - 1948     GOOD             NGS
 RK0115  HISTORY     - 1975     GOOD             NOS
 RK0115  HISTORY     - 1985     GOOD             NGS
 RK0115  HISTORY     - 1990     GOOD             USPSQD
 RK0115  HISTORY     - 19910611 GOOD             USPSQD
 RK0115  HISTORY     - 20001024 GOOD             MIDT
 RK0115  HISTORY     - 20010917 GOOD             USPSQD
 RK0115  HISTORY     - 20041023 GOOD             USPSQD
 RK0115  HISTORY     - 20060724 GOOD             USPSQD
 RK0115
 RK0115                          STATION DESCRIPTION
 RK0115
 RK0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0115'IN MARQUETTE.
 RK0115'IN MARQUETTE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 RK0115'AND LAKE STREETS, IN THE NORTH WALL AND NEAR THE NORTHEAST CORNER
 RK0115'OF AN OLD STONE BUILDING NOW OCCUPIED BY THE HOLLAND FURNACE
 RK0115'COMPANY, SLIGHTLY EAST OF THE CENTER OF THE CORNER STONE IN THE
 RK0115'THIRD COURSE OF STONE ABOVE THE WATER TABLE AND SURROUNDED BY THE
 RK0115'LETTERS USBM CUT IN THE STONE, THE CENTER OF A SMALL HOLE IN
 RK0115'THE CENTER OF A BRASS BOLT SET IN THE STONE.  ESTABLISHED 1876.
 RK0115
 RK0115                          STATION RECOVERY (1975)
 RK0115
 RK0115'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0115'AT MARQUETTE, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF MAIN
 RK0115'AND LAKE STREETS, IN THE NORTH WALL AND NEAR THE NORTHEAST CORNER
 RK0115'OF AN OLD STONE BUILDING FORMERLY OCCUPIED BY THE HOLLAND FURNACE
 RK0115'COMPANY, SLIGHTLY EAST OF THE CENTER OF THE CORNER STONE IN THE
 RK0115'THIRD COURSE OF STONE ABOVE THE WATER TABLE.
 RK0115
 RK0115                          STATION RECOVERY (1985)
 RK0115
 RK0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0115'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0115'MARQUETTE, AT THE INTERSECTION OF MAIN STREET AND LAKE SHORE
 RK0115'BOULEVARD, A COPPER RIVET IN THE NORTH FACE OF THE STONE FOUNDATION AT
 RK0115'THE NORTHEAST CORNER OF THE JOHN WETING ARCHITECT OFFICE BUILDING,
 RK0115'11.1 M (36.4 FT) SOUTH OF THE CENTER OF THE STREET, 9.9 M (32.5 FT)
 RK0115'WEST OF THE CENTER OF THE BOULEVARD, AND 0.4 M (1.3 FT) WEST OF THE
 RK0115'NORTHEAST CORNER OF THE BUILDING.  NOTE--THE LETTERS USBM ARE
 RK0115'INSCRIBED IN THE STONE.  THE POINT LEVELED IS A HOLE IN THE CENTER OF
 RK0115'THE RIVET.
 RK0115'THE MARK IS 1.0 M ABOVE THE SIDEWALK.
 RK0115
 RK0115                          STATION RECOVERY (1990)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (1991)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (2000)
 RK0115
 RK0115'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0115'LOCATED 1 BLOCK SOUTH AND 2 BLOCKS EAST OF THE POST OFFICE AT 120 EAST
 RK0115'MAIN STREET, AT THE INTERSECTION WITH LAKE SHORE BLVD. IN A STONE AND
 RK0115'MASONARY BUILDING. THE RIVET IS 1/4 INCH IN DIAMETER.
 RK0115
 RK0115                          STATION RECOVERY (2001)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0115'OLD STONE BUILDING HAS ADDRESS OF 120 E MAIN STREET, MARQUETTE , MI.
 RK0115
 RK0115                          STATION RECOVERY (2004)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
 RK0115
 RK0115                          STATION RECOVERY (2006)
 RK0115
 RK0115'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0418 ***********************************************************************
 RK0418  DESIGNATION -  909 9016 GAGE USLS
 RK0418  PID         -  RK0418
 RK0418  STATE/COUNTY-  MI/MARQUETTE
 RK0418  USGS QUAD   -  MARQUETTE (1975)
 RK0418
 RK0418                         *CURRENT SURVEY CONTROL
 RK0418  ___________________________________________________________________
 RK0418* NAD 83(1986)-  46 32 30.     (N)    087 23 31.     (W)     SCALED    
 RK0418* NAVD 88     -       185.000  (meters)     606.95   (feet)  ADJUSTED  
 RK0418  ___________________________________________________________________
 RK0418  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 RK0418  DYNAMIC HT  -         185.016 (meters)     607.01  (feet)  COMP
 RK0418  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 RK0418
 RK0418  VERT ORDER  -  FIRST     CLASS 0
 RK0418
 RK0418.The horizontal coordinates were scaled from a topographic map and have
 RK0418.an estimated accuracy of +/- 6 seconds.
 RK0418
 RK0418.The orthometric height was determined by differential leveling
 RK0418.and adjusted by the National Geodetic Survey in June 1991..
 RK0418
 RK0418.The geoid height was determined by GEOID03.
 RK0418
 RK0418.The dynamic height is computed by dividing the NAVD 88
 RK0418.geopotential number by the normal gravity value computed on the
 RK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0418.degrees latitude (g = 980.6199 gals.).
 RK0418
 RK0418.The modeled gravity was interpolated from observed gravity values.
 RK0418
 RK0418;                    North         East    Units  Estimated Accuracy
 RK0418;SPC MI N     -   195,500.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0418
 RK0418                          SUPERSEDED SURVEY CONTROL
 RK0418
 RK0418.No superseded survey control is available for this station.
 RK0418
 RK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699543(NAD 83)
 RK0418_MARKER: Q = CHISELED SQUARE
 RK0418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0418_SP_SET: CONCRETE
 RK0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0418
 RK0418  HISTORY     - Date     Condition        Report By
 RK0418  HISTORY     - 1931     MONUMENTED       USLS
 RK0418  HISTORY     - 1975     GOOD             NOS
 RK0418  HISTORY     - 1985     GOOD             NGS
 RK0418  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0418  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0418
 RK0418                          STATION DESCRIPTION
 RK0418
 RK0418'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0418'IN MARQUETTE.
 RK0418'AT MARQUETTE ON THE LAKE SHORE AND ISHPEMING RAILROAD ORE DOCK, NEAR
 RK0418'THE LAKE SURVEY GAGE, ON NORTH SIDE OF THE DOCK, ON SHORE END OF THE
 RK0418'CONCRETE SECTION, 0.4 FT. FROM JUNCTION WITH THE WOOD SECTION, 5.0 FT.
 RK0418'FROM THE NORTH FACE.
 RK0418
 RK0418                          STATION RECOVERY (1985)
 RK0418
 RK0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0418'RECOVERED IN GOOD CONDITION.
 RK0418
 RK0418                          STATION RECOVERY (1990)
 RK0418
 RK0418'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0418'MARK NOT FOUND.
 RK0418
 RK0418                          STATION RECOVERY (2000)
 RK0418
 RK0418'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0418'ACCESS TO THE SITE IS RESTRICTED, HAZARDOUS AREA.  THE ORE DOCK WILL
 RK0418'BE DISMANTLED IN THE FUTURE, IT IS NO LONGER IN SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0419 ***********************************************************************
 RK0419  DESIGNATION -  909 9016 RIVET USLS
 RK0419  PID         -  RK0419
 RK0419  STATE/COUNTY-  MI/MARQUETTE
 RK0419  USGS QUAD   -  MARQUETTE (1975)
 RK0419
 RK0419                         *CURRENT SURVEY CONTROL
 RK0419  ___________________________________________________________________
 RK0419* NAD 83(1986)-  46 32 30.     (N)    087 23 31.     (W)     SCALED    
 RK0419* NAVD 88     -       190.347  (meters)     624.50   (feet)  ADJUSTED  
 RK0419  ___________________________________________________________________
 RK0419  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 RK0419  DYNAMIC HT  -         190.364 (meters)     624.55  (feet)  COMP
 RK0419  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 RK0419
 RK0419  VERT ORDER  -  FIRST     CLASS 0
 RK0419
 RK0419.The horizontal coordinates were scaled from a topographic map and have
 RK0419.an estimated accuracy of +/- 6 seconds.
 RK0419
 RK0419.The orthometric height was determined by differential leveling
 RK0419.and adjusted by the National Geodetic Survey in June 1991..
 RK0419
 RK0419.The geoid height was determined by GEOID03.
 RK0419
 RK0419.The dynamic height is computed by dividing the NAVD 88
 RK0419.geopotential number by the normal gravity value computed on the
 RK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0419.degrees latitude (g = 980.6199 gals.).
 RK0419
 RK0419.The modeled gravity was interpolated from observed gravity values.
 RK0419
 RK0419;                    North         East    Units  Estimated Accuracy
 RK0419;SPC MI N     -   195,500.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0419
 RK0419                          SUPERSEDED SURVEY CONTROL
 RK0419
 RK0419.No superseded survey control is available for this station.
 RK0419
 RK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699543(NAD 83)
 RK0419_MARKER: R = RIVET
 RK0419_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0419_SP_SET: BRIDGE
 RK0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0419
 RK0419  HISTORY     - Date     Condition        Report By
 RK0419  HISTORY     - 1932     MONUMENTED       USLS
 RK0419  HISTORY     - 1975     GOOD             NOS
 RK0419  HISTORY     - 1990     GOOD             USPSQD
 RK0419  HISTORY     - 19910611 GOOD             USPSQD
 RK0419  HISTORY     - 19960823 GOOD             USPSQD
 RK0419  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0419
 RK0419                          STATION DESCRIPTION
 RK0419
 RK0419'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0419'IN MARQUETTE.
 RK0419'AT MARQUETTE ON THE WEST SIDE OF LAKE STREET, ON TRESTLE APPROACH TO
 RK0419'THE LAKE SHORE AND ISHPEMING RAILROAD ORE DOCK, ON NORTH LEG OF STEEL
 RK0419'BENT JUST WEST OF THE STREET, AT NORTHEAST CORNER OF THE LEG.
 RK0419
 RK0419                          STATION RECOVERY (1990)
 RK0419
 RK0419'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0419'RECOVERED IN GOOD CONDITION.
 RK0419
 RK0419                          STATION RECOVERY (1991)
 RK0419
 RK0419'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0419'RECOVERED IN GOOD CONDITION.
 RK0419
 RK0419                          STATION RECOVERY (1996)
 RK0419
 RK0419'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0419'RECOVERED IN GOOD CONDITION.
 RK0419
 RK0419                          STATION RECOVERY (2000)
 RK0419
 RK0419'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0419'THE RAILROAD BRIDGE WAS DISMANTLED IN 1999. ASSUME DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0417 ***********************************************************************
 RK0417  DESIGNATION -  909 9016 STAIRS USLS
 RK0417  PID         -  RK0417
 RK0417  STATE/COUNTY-  MI/MARQUETTE
 RK0417  USGS QUAD   -  MARQUETTE (1975)
 RK0417
 RK0417                         *CURRENT SURVEY CONTROL
 RK0417  ___________________________________________________________________
 RK0417* NAD 83(1986)-  46 32 30.     (N)    087 23 31.     (W)     SCALED    
 RK0417* NAVD 88     -       186.118  (meters)     610.62   (feet)  ADJUSTED  
 RK0417  ___________________________________________________________________
 RK0417  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 RK0417  DYNAMIC HT  -         186.135 (meters)     610.68  (feet)  COMP
 RK0417  MODELED GRAV-     980,699.0   (mgal)                       NAVD 88
 RK0417
 RK0417  VERT ORDER  -  FIRST     CLASS 0
 RK0417
 RK0417.The horizontal coordinates were scaled from a topographic map and have
 RK0417.an estimated accuracy of +/- 6 seconds.
 RK0417
 RK0417.The orthometric height was determined by differential leveling
 RK0417.and adjusted by the National Geodetic Survey in June 1991..
 RK0417
 RK0417.The geoid height was determined by GEOID03.
 RK0417
 RK0417.The dynamic height is computed by dividing the NAVD 88
 RK0417.geopotential number by the normal gravity value computed on the
 RK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0417.degrees latitude (g = 980.6199 gals.).
 RK0417
 RK0417.The modeled gravity was interpolated from observed gravity values.
 RK0417
 RK0417;                    North         East    Units  Estimated Accuracy
 RK0417;SPC MI N     -   195,500.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0417
 RK0417                          SUPERSEDED SURVEY CONTROL
 RK0417
 RK0417.No superseded survey control is available for this station.
 RK0417
 RK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699543(NAD 83)
 RK0417_MARKER: I = METAL ROD
 RK0417_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0417_SP_SET: COPPER-CLAD STEEL ROD
 RK0417_PROJECTION: FLUSH
 RK0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0417_ROD/PIPE-DEPTH: 3.05 meters
 RK0417
 RK0417  HISTORY     - Date     Condition        Report By
 RK0417  HISTORY     - 1957     MONUMENTED       USLS
 RK0417  HISTORY     - 1975     GOOD             NOS
 RK0417  HISTORY     - 1985     GOOD             NGS
 RK0417  HISTORY     - 1990     GOOD             USPSQD
 RK0417  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0417  HISTORY     - 20010917 MARK NOT FOUND   USPSQD
 RK0417
 RK0417                          STATION DESCRIPTION
 RK0417
 RK0417'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0417'IN MARQUETTE.
 RK0417'AT MARQUETTE, ON EAST SIDE OF SOUTH LAKE STREET, JUST SOUTH OF TRESTLE
 RK0417'APPROACH TO THE LAKE SHORE AND ISHPEMING RAILROAD ORE DOCK, ABOUT 130
 RK0417'FT. SOUTH EAST OF SHORE END OF WOODEN SECTION OF THE TRESTLE, JUST
 RK0417'WEST OF STAIRWAY LEADING TO TOP OF THE TRESTLE, 10.3 FT. FROM THE
 RK0417'NORTHWEST CORNER AND 9.7 FT. FROM THE SOUTHWEST CORNER OF THE STAIRWAY
 RK0417'2.8 FT. WEST OF END OF A 12 BY 12 INCH BEAM WITH LETTERS BM CUT IN END
 RK0417'GRAIN, ONE HALF FT. BELOW THE GROUND SURFACE.
 RK0417
 RK0417                          STATION RECOVERY (1985)
 RK0417
 RK0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0417'RECOVERED IN GOOD CONDITION.
 RK0417
 RK0417                          STATION RECOVERY (1990)
 RK0417
 RK0417'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0417'RECOVERED IN GOOD CONDITION.
 RK0417
 RK0417                          STATION RECOVERY (1996)
 RK0417
 RK0417'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0417'MARK NOT FOUND.
 RK0417
 RK0417                          STATION RECOVERY (2001)
 RK0417
 RK0417'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0417'WOODEN TRESTLE APPROACH AND STAIRS TO ORE DOCK HAVE BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0113 ***********************************************************************
 RK0113  TIDAL BM    -  This is a Tidal Bench Mark.
 RK0113  DESIGNATION -  909 9018 11
 RK0113  PID         -  RK0113
 RK0113  STATE/COUNTY-  MI/MARQUETTE
 RK0113  USGS QUAD   -  MARQUETTE (1975)
 RK0113
 RK0113                         *CURRENT SURVEY CONTROL
 RK0113  ___________________________________________________________________
 RK0113* NAD 83(1986)-  46 32 41.     (N)    087 22 48.     (W)     SCALED    
 RK0113* NAVD 88     -       188.940  (meters)     619.88   (feet)  ADJUSTED  
 RK0113  ___________________________________________________________________
 RK0113  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0113  DYNAMIC HT  -         188.957 (meters)     619.94  (feet)  COMP
 RK0113  MODELED GRAV-     980,703.5   (mgal)                       NAVD 88
 RK0113
 RK0113  VERT ORDER  -  FIRST     CLASS 0
 RK0113
 RK0113.The horizontal coordinates were scaled from a topographic map and have
 RK0113.an estimated accuracy of +/- 6 seconds.
 RK0113
 RK0113.The orthometric height was determined by differential leveling
 RK0113.and adjusted by the National Geodetic Survey in June 1991..
 RK0113
 RK0113.This Tidal Bench Mark is designated as VM 13367
 RK0113.by the Center for Operational Oceanographic Products and Services.
 RK0113
 RK0113.The geoid height was determined by GEOID03.
 RK0113
 RK0113.The dynamic height is computed by dividing the NAVD 88
 RK0113.geopotential number by the normal gravity value computed on the
 RK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0113.degrees latitude (g = 980.6199 gals.).
 RK0113
 RK0113.The modeled gravity was interpolated from observed gravity values.
 RK0113
 RK0113;                    North         East    Units  Estimated Accuracy
 RK0113;SPC MI N     -   195,840.    7,970,860.      MT  (+/- 180 meters Scaled)
 RK0113
 RK0113                          SUPERSEDED SURVEY CONTROL
 RK0113
 RK0113  NGVD 29 (??/??/92)  188.905  (m)          619.77   (f) ADJ UNCH    1 0
 RK0113
 RK0113.Superseded values are not recommended for survey control.
 RK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0113.See file dsdata.txt to determine how the superseded data were derived.
 RK0113
 RK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708546(NAD 83)
 RK0113_MARKER: Q = CHISELED SQUARE
 RK0113_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RK0113_SP_SET: WATER TABLE FOUNDATION ON ROCK
 RK0113_STAMPING: U.S.B.M. NO. 11
 RK0113_MARK LOGO: NONE  
 RK0113_PROJECTION: FLUSH
 RK0113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0113+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0113
 RK0113  HISTORY     - Date     Condition        Report By
 RK0113  HISTORY     - 1894     MONUMENTED       CGS
 RK0113  HISTORY     - 1948     GOOD             NGS
 RK0113  HISTORY     - 1975     GOOD             NOS
 RK0113  HISTORY     - 1990     GOOD             USPSQD
 RK0113  HISTORY     - 19910611 GOOD             USPSQD
 RK0113  HISTORY     - 19940912 GOOD             NOS
 RK0113  HISTORY     - 19950904 GOOD             NOS
 RK0113  HISTORY     - 20010917 GOOD             USPSQD
 RK0113  HISTORY     - 20031010 GOOD             USPSQD
 RK0113  HISTORY     - 20060724 GOOD             USPSQD
 RK0113
 RK0113                          STATION DESCRIPTION
 RK0113
 RK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0113'AT MARQUETTE.
 RK0113'AT MARQUETTE, AT THE CITY WATER WORKS BUILDING, A CHISELED OUTLINE
 RK0113'SQUARE IN THE TOP OF THE WATER TABLE AT THE SOUTHWEST CORNER OF THE
 RK0113'WATER WORKS BUILDING, 3.3 FEET ABOVE THE GROUND, 0.8 FOOT EAST OF
 RK0113'THE SOUTHWEST CORNER OF THE BUILDING.  INSCRIBED IN STONE U S B M
 RK0113'NO 11.  NOTE-- THIS MARK AND BUILDING SEEM TO BE IN PERFECT
 RK0113'CONDITION AND IT WOULD SEEM IMPROBABLE THAT THE MARK HAS MOVED.
 RK0113'THE MARK IS SO LOCATED THAT A ROD CANNOT BE HELD ON IT PROPERLY.
 RK0113'NO DIFFICULTY SHOULD BE ENCOUNTERED WHEN OBSERVING ON THE MARK IF
 RK0113'A TAPE IS USED.
 RK0113
 RK0113                          STATION RECOVERY (1975)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0113'AT MARQUETTE A CHISELED OUTLINE SQUARE IN THE TOP OF THE WATER
 RK0113'TABLE AT THE SOUTHWEST CORNER OF THE WATER WORKS BUILDING, 3.3 FT.
 RK0113'ABOVE THE GROUND, 0.8 FT. EAST OF THE SOUTHWEST CORNER OF THE
 RK0113'BUILDING.
 RK0113
 RK0113                          STATION RECOVERY (1990)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (1991)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (1994)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0113'RECOVERED AS DESCRIBED.
 RK0113
 RK0113                          STATION RECOVERY (1995)
 RK0113
 RK0113'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0113'RECOVERED IN GOOD CONDITION.  NOTE--OLD WATER BUILDING IS NOW A
 RK0113'MUSEUM.
 RK0113
 RK0113                          STATION RECOVERY (2001)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (2003)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
 RK0113
 RK0113                          STATION RECOVERY (2006)
 RK0113
 RK0113'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0449 ***********************************************************************
 RK0449  TIDAL BM    -  This is a Tidal Bench Mark.
 RK0449  DESIGNATION -  909 9018 A
 RK0449  PID         -  RK0449
 RK0449  STATE/COUNTY-  MI/MARQUETTE
 RK0449  USGS QUAD   -  MARQUETTE (1975)
 RK0449
 RK0449                         *CURRENT SURVEY CONTROL
 RK0449  ___________________________________________________________________
 RK0449* NAD 83(1986)-  46 32 43.     (N)    087 22 50.     (W)     SCALED    
 RK0449* NAVD 88     -       190.542  (meters)     625.14   (feet)  ADJUSTED  
 RK0449  ___________________________________________________________________
 RK0449  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0449  DYNAMIC HT  -         190.559 (meters)     625.19  (feet)  COMP
 RK0449  MODELED GRAV-     980,703.1   (mgal)                       NAVD 88
 RK0449
 RK0449  VERT ORDER  -  FIRST     CLASS II
 RK0449
 RK0449.The horizontal coordinates were scaled from a topographic map and have
 RK0449.an estimated accuracy of +/- 6 seconds.
 RK0449
 RK0449.The orthometric height was determined by differential leveling
 RK0449.and adjusted by the National Geodetic Survey in June 1991..
 RK0449
 RK0449.This Tidal Bench Mark is designated as VM 13368
 RK0449.by the Center for Operational Oceanographic Products and Services.
 RK0449
 RK0449.The geoid height was determined by GEOID03.
 RK0449
 RK0449.The dynamic height is computed by dividing the NAVD 88
 RK0449.geopotential number by the normal gravity value computed on the
 RK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0449.degrees latitude (g = 980.6199 gals.).
 RK0449
 RK0449.The modeled gravity was interpolated from observed gravity values.
 RK0449
 RK0449;                    North         East    Units  Estimated Accuracy
 RK0449;SPC MI N     -   195,900.    7,970,810.      MT  (+/- 180 meters Scaled)
 RK0449
 RK0449                          SUPERSEDED SURVEY CONTROL
 RK0449
 RK0449.No superseded survey control is available for this station.
 RK0449
 RK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708547(NAD 83)
 RK0449_MARKER: DJ = TIDAL STATION DISK
 RK0449_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0449+WITH SETTING: PAVEMENT
 RK0449_SP_SET: SQUARE PAD
 RK0449_STAMPING: 9018 A 1979
 RK0449_MARK LOGO: NOS   
 RK0449_PROJECTION: FLUSH
 RK0449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0449+STABILITY: SURFACE MOTION
 RK0449
 RK0449  HISTORY     - Date     Condition        Report By
 RK0449  HISTORY     - 1979     MONUMENTED       NOS
 RK0449  HISTORY     - 1985     GOOD             NGS
 RK0449  HISTORY     - 1990     GOOD             USPSQD
 RK0449  HISTORY     - 19910611 GOOD             USPSQD
 RK0449  HISTORY     - 19940812 GOOD             NOS
 RK0449  HISTORY     - 19950904 GOOD             NOS
 RK0449  HISTORY     - 20010917 GOOD             USPSQD
 RK0449  HISTORY     - 20031010 GOOD             USPSQD
 RK0449  HISTORY     - 20060724 GOOD             USPSQD
 RK0449
 RK0449                          STATION DESCRIPTION
 RK0449
 RK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0449'IN MARQUETTE.
 RK0449'IN MARQUETTE, AT THE INTERSECTION OF LAKE SHORE BOULEVARD AND COAST
 RK0449'GUARD ROAD, IN THE EAST END OF A 15 FOOT SQUARE CONCRETE PAD
 RK0449'SUPPORTING A LARGE IRON KETTLE, ON A SMALL KNOLL IN THE MEDIAN OF THE
 RK0449'ROAD, 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF THE BOULEVARD, 11.0 M
 RK0449'(36.1 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE ROAD,
 RK0449'2.9 M (9.5 FT) NORTH OF THE SOUTHEAST CORNER OF THE PAD, AND 0.2 M
 RK0449'(0.7 FT) WEST OF THE EAST EDGE OF THE PAD.
 RK0449'THE MARK IS 0.3 M ABOVE THE GROUND.
 RK0449
 RK0449                          STATION RECOVERY (1990)
 RK0449
 RK0449'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0449'RECOVERED IN GOOD CONDITION.
 RK0449
 RK0449                          STATION RECOVERY (1991)
 RK0449
 RK0449'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0449'RECOVERED IN GOOD CONDITION.
 RK0449
 RK0449                          STATION RECOVERY (1994)
 RK0449
 RK0449'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0449'RECOVERED AS DESCRIBED.
 RK0449
 RK0449                          STATION RECOVERY (1995)
 RK0449
 RK0449'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0449'RECOVERED AS DESCRIBED.
 RK0449
 RK0449                          STATION RECOVERY (2001)
 RK0449
 RK0449'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0449'RECOVERED IN GOOD CONDITION.
 RK0449
 RK0449                          STATION RECOVERY (2003)
 RK0449
 RK0449'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0449'RECOVERED IN GOOD CONDITION.
 RK0449
 RK0449                          STATION RECOVERY (2006)
 RK0449
 RK0449'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0451 ***********************************************************************
 RK0451  TIDAL BM    -  This is a Tidal Bench Mark.
 RK0451  DESIGNATION -  909 9018 BM
 RK0451  PID         -  RK0451
 RK0451  STATE/COUNTY-  MI/MARQUETTE
 RK0451  USGS QUAD   -  MARQUETTE (1975)
 RK0451
 RK0451                         *CURRENT SURVEY CONTROL
 RK0451  ___________________________________________________________________
 RK0451* NAD 83(1986)-  46 32 44.     (N)    087 22 44.     (W)     SCALED    
 RK0451* NAVD 88     -       186.455  (meters)     611.73   (feet)  ADJUSTED  
 RK0451  ___________________________________________________________________
 RK0451  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0451  DYNAMIC HT  -         186.473 (meters)     611.79  (feet)  COMP
 RK0451  MODELED GRAV-     980,703.6   (mgal)                       NAVD 88
 RK0451
 RK0451  VERT ORDER  -  FIRST     CLASS II
 RK0451
 RK0451.The horizontal coordinates were scaled from a topographic map and have
 RK0451.an estimated accuracy of +/- 6 seconds.
 RK0451
 RK0451.The orthometric height was determined by differential leveling
 RK0451.and adjusted by the National Geodetic Survey in June 1991..
 RK0451
 RK0451.This Tidal Bench Mark is designated as VM 13372
 RK0451.by the Center for Operational Oceanographic Products and Services.
 RK0451
 RK0451.The geoid height was determined by GEOID03.
 RK0451
 RK0451.The dynamic height is computed by dividing the NAVD 88
 RK0451.geopotential number by the normal gravity value computed on the
 RK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0451.degrees latitude (g = 980.6199 gals.).
 RK0451
 RK0451.The modeled gravity was interpolated from observed gravity values.
 RK0451
 RK0451;                    North         East    Units  Estimated Accuracy
 RK0451;SPC MI N     -   195,930.    7,970,940.      MT  (+/- 180 meters Scaled)
 RK0451
 RK0451                          SUPERSEDED SURVEY CONTROL
 RK0451
 RK0451.No superseded survey control is available for this station.
 RK0451
 RK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS709547(NAD 83)
 RK0451_MARKER: DJ = TIDAL STATION DISK
 RK0451_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0451+WITH SETTING: PAVEMENT
 RK0451_SP_SET: PAD FOUNDATION
 RK0451_MARK LOGO: NOS   
 RK0451_PROJECTION: FLUSH
 RK0451_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0451+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0451
 RK0451  HISTORY     - Date     Condition        Report By
 RK0451  HISTORY     - 1979     MONUMENTED       NOS
 RK0451  HISTORY     - 1985     GOOD             NGS
 RK0451  HISTORY     - 1990     GOOD             USPSQD
 RK0451  HISTORY     - 19910611 GOOD             USPSQD
 RK0451  HISTORY     - 19940912 GOOD             NOS
 RK0451  HISTORY     - 19950904 GOOD             NOS
 RK0451  HISTORY     - 20010917 GOOD             USPSQD
 RK0451  HISTORY     - 20031010 GOOD             USPSQD
 RK0451  HISTORY     - 20060724 GOOD             USPSQD
 RK0451
 RK0451                          STATION DESCRIPTION
 RK0451
 RK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0451'IN MARQUETTE.
 RK0451'IN MARQUETTE, AT 1 COAST GUARD ROAD, IN THE SOUTHWEST CORNER OF THE
 RK0451'WATER LEVEL GAGE BUILDING, 91.3 M (299.5 FT) SOUTH OF THE SOUTHWEST
 RK0451'CORNER OF THE COAST GUARD OFFICE BUILDING, 11.3 M (37.1 FT) EAST OF
 RK0451'THE CENTER OF THE ROAD, AND 0.5 M (1.6 FT) SOUTHWEST OF THE SOUTHWEST
 RK0451'CORNER OF THE BUILDING. NOTE--THE DISK IS UNSTAMPED.
 RK0451'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 RK0451
 RK0451                          STATION RECOVERY (1990)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (1991)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (1994)
 RK0451
 RK0451'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0451'RECOVERED IN GOOD CONDITION.  ADD--THE CONCRETE PAD WHICH CONTAINS THE
 RK0451'MARK IS CRACKING AWAY FROM BUILDING.  POINT LEVELED TO THE HIGHEST
 RK0451'POINT OF DISK, NOT OVER CENTER.
 RK0451
 RK0451                          STATION RECOVERY (1995)
 RK0451
 RK0451'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0451'RECOVERED AS DESCRIBED.
 RK0451
 RK0451                          STATION RECOVERY (2001)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (2003)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
 RK0451
 RK0451                          STATION RECOVERY (2006)
 RK0451
 RK0451'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0450 ***********************************************************************
 RK0450  TIDAL BM    -  This is a Tidal Bench Mark.
 RK0450  DESIGNATION -  909 9018 J
 RK0450  PID         -  RK0450
 RK0450  STATE/COUNTY-  MI/MARQUETTE
 RK0450  USGS QUAD   -  MARQUETTE (1975)
 RK0450
 RK0450                         *CURRENT SURVEY CONTROL
 RK0450  ___________________________________________________________________
 RK0450* NAD 83(1986)-  46 32 44.     (N)    087 22 48.     (W)     SCALED    
 RK0450* NAVD 88     -       188.555  (meters)     618.62   (feet)  ADJUSTED  
 RK0450  ___________________________________________________________________
 RK0450  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0450  DYNAMIC HT  -         188.573 (meters)     618.68  (feet)  COMP
 RK0450  MODELED GRAV-     980,703.2   (mgal)                       NAVD 88
 RK0450
 RK0450  VERT ORDER  -  SECOND    CLASS I
 RK0450
 RK0450.The horizontal coordinates were scaled from a topographic map and have
 RK0450.an estimated accuracy of +/- 6 seconds.
 RK0450
 RK0450.The orthometric height was determined by differential leveling
 RK0450.and adjusted by the National Geodetic Survey in July 1999..
 RK0450
 RK0450.This Tidal Bench Mark is designated as VM 13369
 RK0450.by the Center for Operational Oceanographic Products and Services.
 RK0450
 RK0450.The geoid height was determined by GEOID03.
 RK0450
 RK0450.The dynamic height is computed by dividing the NAVD 88
 RK0450.geopotential number by the normal gravity value computed on the
 RK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0450.degrees latitude (g = 980.6199 gals.).
 RK0450
 RK0450.The modeled gravity was interpolated from observed gravity values.
 RK0450
 RK0450;                    North         East    Units  Estimated Accuracy
 RK0450;SPC MI N     -   195,930.    7,970,860.      MT  (+/- 180 meters Scaled)
 RK0450
 RK0450                          SUPERSEDED SURVEY CONTROL
 RK0450
 RK0450  NAVD 88 (06/15/91)  188.559  (m)          618.63   (f) UNKNOWN     1 2
 RK0450
 RK0450.Superseded values are not recommended for survey control.
 RK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0450.See file dsdata.txt to determine how the superseded data were derived.
 RK0450
 RK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS708547(NAD 83)
 RK0450_MARKER: DJ = TIDAL STATION DISK
 RK0450_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0450+WITH SETTING: PAVEMENT
 RK0450_SP_SET: PAD
 RK0450_STAMPING: 9018 J 1981
 RK0450_MARK LOGO: NOS   
 RK0450_PROJECTION: FLUSH
 RK0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0450+STABILITY: SURFACE MOTION
 RK0450
 RK0450  HISTORY     - Date     Condition        Report By
 RK0450  HISTORY     - 1981     MONUMENTED       NOS
 RK0450  HISTORY     - 1985     GOOD             NGS
 RK0450  HISTORY     - 1990     GOOD             USPSQD
 RK0450  HISTORY     - 19940912 GOOD             NOS
 RK0450  HISTORY     - 19950904 GOOD             NOS
 RK0450  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0450  HISTORY     - 20010917 MARK NOT FOUND   USPSQD
 RK0450
 RK0450                          STATION DESCRIPTION
 RK0450
 RK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0450'IN MARQUETTE.
 RK0450'IN MARQUETTE, AT THE INTERSECTION OF LAKE SHORE BOULEVARD AND ARCH
 RK0450'STREET, IN THE SOUTHEAST CORNER OF A 6 BY 6 FOOT CONCRETE PAD
 RK0450'SUPPORTING TWO TRANSFORMERS AT THE SOUTHEAST CORNER OF THE MARQUETTE
 RK0450'CITY WATER PUMPING STATION, 42.9 M (140.7 FT) EAST OF THE CENTERLINE
 RK0450'OF THE BOULEVARD, 34.8 M (114.2 FT) SOUTH OF THE CENTER OF THE STREET,
 RK0450'AND 3.6 M (11.8 FT) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 RK0450'BUILDING.
 RK0450'THE MARK IS 0.3 M ABOVE A DRIVEWAY.
 RK0450
 RK0450                          STATION RECOVERY (1990)
 RK0450
 RK0450'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0450'RECOVERED IN GOOD CONDITION.
 RK0450
 RK0450                          STATION RECOVERY (1994)
 RK0450
 RK0450'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0450'RECOVERED AS DESCRIBED.
 RK0450
 RK0450                          STATION RECOVERY (1995)
 RK0450
 RK0450'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0450'RECOVERED AS DESCRIBED.
 RK0450
 RK0450                          STATION RECOVERY (1996)
 RK0450
 RK0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0450'MARK NOT FOUND.
 RK0450
 RK0450                          STATION RECOVERY (2001)
 RK0450
 RK0450'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0450'WATERWORKS BUILDING HAS UNDERGONE EXTENSIVE NEW CONSTRUCTION AND
 RK0450'RENOVATIONS IN 1996.  CONCRETE PAD WITH TRANSFORMERS NOT EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7272 ***********************************************************************
 AH7272  TIDAL BM    -  This is a Tidal Bench Mark.
 AH7272  DESIGNATION -  909 9018 K
 AH7272  PID         -  AH7272
 AH7272  STATE/COUNTY-  MI/MARQUETTE
 AH7272  USGS QUAD   -  MARQUETTE (1975)
 AH7272
 AH7272                         *CURRENT SURVEY CONTROL
 AH7272  ___________________________________________________________________
 AH7272* NAD 83(1997)-  46 32 47.68707(N)    087 22 43.14677(W)     ADJUSTED  
 AH7272* NAVD 88     -       187.934  (meters)     616.58   (feet)  ADJUSTED  
 AH7272  ___________________________________________________________________
 AH7272  X           -     200,984.262 (meters)                     COMP
 AH7272  Y           -  -4,389,922.144 (meters)                     COMP
 AH7272  Z           -   4,607,354.241 (meters)                     COMP
 AH7272  LAPLACE CORR-          -9.26  (seconds)                    DEFLEC99
 AH7272  ELLIP HEIGHT-         153.12  (meters)          (07/12/02) GPS OBS
 AH7272  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 AH7272  DYNAMIC HT  -         187.951 (meters)     616.64  (feet)  COMP
 AH7272  MODELED GRAV-     980,703.6   (mgal)                       NAVD 88
 AH7272
 AH7272  HORZ ORDER  -  A
 AH7272  VERT ORDER  -  SECOND    CLASS I
 AH7272  ELLP ORDER  -  THIRD     CLASS II
 AH7272
 AH7272.The horizontal coordinates were established by GPS observations
 AH7272.and adjusted by the National Geodetic Survey in May 1999..
 AH7272
 AH7272.The orthometric height was determined by differential leveling
 AH7272.and adjusted by the National Geodetic Survey in October 1999..
 AH7272
 AH7272.This Tidal Bench Mark is designated as VM 17799
 AH7272.by the Center for Operational Oceanographic Products and Services.
 AH7272
 AH7272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7272
 AH7272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7272
 AH7272.The ellipsoidal height was determined by GPS observations
 AH7272.and is referenced to NAD 83.
 AH7272
 AH7272.The geoid height was determined by GEOID03.
 AH7272
 AH7272.The dynamic height is computed by dividing the NAVD 88
 AH7272.geopotential number by the normal gravity value computed on the
 AH7272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7272.degrees latitude (g = 980.6199 gals.).
 AH7272
 AH7272.The modeled gravity was interpolated from observed gravity values.
 AH7272
 AH7272;                    North         East     Units Scale Factor Converg.
 AH7272;SPC MI N     -   196,044.960 7,970,961.162   MT  0.99991321   -0 16 25.3
 AH7272;SPC MI N     -   643,192.13 26,151,447.38   iFT  0.99991321   -0 16 25.3
 AH7272;UTM  16      - 5,154,848.802   470,970.159   MT  0.99961036   -0 16 29.6
 AH7272
 AH7272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7272!SPC MI N     -   0.99997600  x   0.99991321  =   0.99988921
 AH7272!UTM  16      -   0.99997600  x   0.99961036  =   0.99958637
 AH7272
 AH7272                          SUPERSEDED SURVEY CONTROL
 AH7272
 AH7272  ELLIP H (05/25/99)  153.11   (m)                       GP(       ) 3 1
 AH7272
 AH7272.Superseded values are not recommended for survey control.
 AH7272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7272.See file dsdata.txt to determine how the superseded data were derived.
 AH7272
 AH7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7097054849(NAD 83)
 AH7272_MARKER: DD = SURVEY DISK
 AH7272_SETTING: 66 = SET IN ROCK OUTCROP
 AH7272_STAMPING: 9018 K 1995
 AH7272_MARK LOGO: NOS   
 AH7272_PROJECTION: FLUSH
 AH7272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7272+STABILITY: POSITION/ELEVATION WELL
 AH7272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7272+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AH7272
 AH7272  HISTORY     - Date     Condition        Report By
 AH7272  HISTORY     - 1995     MONUMENTED       NOS
 AH7272  HISTORY     - 19970602 GOOD             NGS
 AH7272  HISTORY     - 20010611 GOOD             MIDT
 AH7272  HISTORY     - 20040708 GOOD             COMPDA
 AH7272
 AH7272                          STATION DESCRIPTION
 AH7272
 AH7272'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AH7272'BM IS AT MARQUETTE, MARQUETTE COUNTY, MICHIGAN, IN A GRANITE
 AH7272'OUTCROPPING NEAR THE MARQUETTE COAST GUARD STATION, 36.9 M (121.1 FT)
 AH7272'WEST-NORTHWEST OF THE CENTERLINE OF THE COAST GUARD TOWER, 28.3 M
 AH7272'(92.8 FT) SOUTH OF SOUTHWEST CORNER OF COAST GUARD GARAGE, 13.8 M
 AH7272'(45.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 0.25 M (0.82 FT) NORTH
 AH7272'OF ORANGE FIBERGLASS WITNESS POST, 0.15 M (0.49 FT) ABOVE GROUND LEVEL
 AH7272'BEING HIGHEST PONT OF A STANDARD BRASS SURVEY DISK.
 AH7272
 AH7272                          STATION RECOVERY (1997)
 AH7272
 AH7272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH7272'THE STATION IS LOCATED IN MARQUETTE, MI., AT THE U.S.  COAST GUARD
 AH7272'STATION NEAR THE OLD LIGHTHOUSE.  NORTHEAST OF THE COAST GUARD OFFICE
 AH7272'BUILDINGS NORTHEAST CORNER, JUST EAST OF COAST GUARD ROAD, SET IN A
 AH7272'DRILL HOLE IN A 15X50-FOOT AREA OF OUTCROPPING BEDROCK.
 AH7272'OWNERSHIP--U.S.  COAST GUARD, 400 COAST GUARD ROAD, MARQUETTE, MI.
 AH7272'NOTE--CONTACT CHIEF DARRYL SANDVIG (24-HOURS) IN ADVANCE FOR ACCESS.
 AH7272'NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL GREAT LAKES DATUM
 AH7272'POINTS).  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 41,
 AH7272'BUSINESS HIGHWAY 41 AND STATE HIGHWAY 28 NEAR THE SOUTH EDGE OF
 AH7272'MARQUETTE, GO NORTHEAST, 0.4 KM (0.25 MI) ALONG BUSINESS 41 TO (E
 AH7272'BARAGA AVE) ON THE RIGHT.  TURN RIGHT, EAST, 0.04 KM (0.00 MI) TO
 AH7272'(LAKE SHORE 300 BLVD).  TURN LEFT, EASTERLY, 1.2 KM (0.75 MI) ALONG
 AH7272'THE BOULEVARD TO COAST GUARD ROAD ON THE RIGHT.  TURN RIGHT, EAST,
 AH7272'THEN NORTHERLY, 0.08 KM (0.05 MI) ALONG THE ROAD TO THE COAST GUARD
 AH7272'OFFICE AND PARKING LOT ON THE RIGHT AND THE CONTACT IN THE OFFICE
 AH7272'BUILDING.  STATION IS 15.4 M (50.5 FT) NORTH-NORTHEAST OF THE
 AH7272'NORTHEAST CORNER OF THE OFFICE BUILDING/HOUSE, 11.4 M (37.4 FT) EAST
 AH7272'OF A CHAIN-LINK FENCE CORNER POST, 4.8 M (15.7 FT) WEST OF THE
 AH7272'OUTCROPS EAST END, 2.4 M (7.9 FT) NORTH OF THE SOUTH EDGE OF THE
 AH7272'OUTCROP, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE STATION IS
 AH7272'ABOUT 0.5 M (1.6 FT) ABOVE THE GROUND LEVEL AND FLUSH WITH THE ROCK
 AH7272'SURFACE.  BY R.G.  HAYES
 AH7272
 AH7272                          STATION RECOVERY (2001)
 AH7272
 AH7272'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 AH7272'RECOVERED IN GOOD CONDITION.
 AH7272
 AH7272                          STATION RECOVERY (2004)
 AH7272
 AH7272'RECOVERY NOTE BY COMPASSDATA INC 2004 (JC)
 AH7272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0420 ***********************************************************************
 RK0420  TIDAL BM    -  This is a Tidal Bench Mark.
 RK0420  DESIGNATION -  909 9018 LIGHTHOUSE N
 RK0420  PID         -  RK0420
 RK0420  STATE/COUNTY-  MI/MARQUETTE
 RK0420  USGS QUAD   -  MARQUETTE (1975)
 RK0420
 RK0420                         *CURRENT SURVEY CONTROL
 RK0420  ___________________________________________________________________
 RK0420* NAD 83(1986)-  46 32 50.     (N)    087 22 41.     (W)     SCALED    
 RK0420* NAVD 88     -       196.428  (meters)     644.45   (feet)  ADJUSTED  
 RK0420  ___________________________________________________________________
 RK0420  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 RK0420  DYNAMIC HT  -         196.446 (meters)     644.51  (feet)  COMP
 RK0420  MODELED GRAV-     980,704.1   (mgal)                       NAVD 88
 RK0420
 RK0420  VERT ORDER  -  FIRST     CLASS 0
 RK0420
 RK0420.The horizontal coordinates were scaled from a topographic map and have
 RK0420.an estimated accuracy of +/- 6 seconds.
 RK0420
 RK0420.The orthometric height was determined by differential leveling
 RK0420.and adjusted by the National Geodetic Survey in June 1991..
 RK0420
 RK0420.This Tidal Bench Mark is designated as VM 13371
 RK0420.by the Center for Operational Oceanographic Products and Services.
 RK0420
 RK0420.The geoid height was determined by GEOID03.
 RK0420
 RK0420.The dynamic height is computed by dividing the NAVD 88
 RK0420.geopotential number by the normal gravity value computed on the
 RK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0420.degrees latitude (g = 980.6199 gals.).
 RK0420
 RK0420.The modeled gravity was interpolated from observed gravity values.
 RK0420
 RK0420;                    North         East    Units  Estimated Accuracy
 RK0420;SPC MI N     -   196,120.    7,971,010.      MT  (+/- 180 meters Scaled)
 RK0420
 RK0420                          SUPERSEDED SURVEY CONTROL
 RK0420
 RK0420.No superseded survey control is available for this station.
 RK0420
 RK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS710549(NAD 83)
 RK0420_MARKER: Z = SEE DESCRIPTION
 RK0420_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0420_SP_SET: STONE DOORSILL
 RK0420_MARK LOGO: NONE  
 RK0420_PROJECTION: FLUSH
 RK0420_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0420
 RK0420  HISTORY     - Date     Condition        Report By
 RK0420  HISTORY     - 1936     MONUMENTED       USLS
 RK0420  HISTORY     - 1985     GOOD             NGS
 RK0420  HISTORY     - 1990     GOOD             USPSQD
 RK0420  HISTORY     - 19930809 GOOD             NOS
 RK0420  HISTORY     - 19950904 GOOD             NOS
 RK0420  HISTORY     - 20010331 GOOD             NGS
 RK0420
 RK0420                          STATION DESCRIPTION
 RK0420
 RK0420'DESCRIBED BY US LAKE SURVEY 1936
 RK0420'IN MARQUETTE.
 RK0420'AT MARQUETTE, ON THE POINT OF LAND NORTH AND EAST OF INNER END OF
 RK0420'THE BREAKWATER, ON THE LIGHTHOUSE, AT MAIN ENTRANCE TO THE LIGHT
 RK0420'TOWER, DIRECTLY UNDER NUMERALS 1866 CARVED IN STONE ABOVE THE DOORWAY,
 RK0420'AT NORTH END OF THE STONE DOORSILL AND THE HIGHEST POINT AT EXTREME
 RK0420'OTHER EDGE OF THE SILL.
 RK0420
 RK0420                          STATION RECOVERY (1985)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0420'RECOVERED IN GOOD CONDITION.
 RK0420
 RK0420                          STATION RECOVERY (1990)
 RK0420
 RK0420'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0420'RECOVERED IN GOOD CONDITION.
 RK0420
 RK0420                          STATION RECOVERY (1993)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DTS)
 RK0420'AT MARQUETTE, ON THE POINT OF LAND NORTH AND EAST OF INNER END OF THE
 RK0420'BREAKWATER, ON THE LIGHTHOUSE, AT MAIN ENTRANCE TO THE LIGHT TOWER,
 RK0420'DIRECTLY UNDER NUMERALS 1866 CARVED IN STONE ABOVE THE DOORWAY, AT
 RK0420'NORTH END OF THE STONE DOORSILL, 1.95 METERS (6.40 FT) NORTH NORTHWEST
 RK0420'OF SOUTHEAST CORNER OF MAIN ENTRANCE, 1.03 METERS (3.38 FT) SOUTH
 RK0420'SOUTHEAST OF MORTHEAST CORNER OF DOORSILL, BEING THE HIGHEST POINT AT
 RK0420'EXTREME OUTER EDGE OF THE SILL.
 RK0420
 RK0420                          STATION RECOVERY (1995)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RK0420'RECOVERED AS DESCRIBED.
 RK0420
 RK0420                          STATION RECOVERY (2001)
 RK0420
 RK0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0420'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0421 ***********************************************************************
 RK0421  TIDAL BM    -  This is a Tidal Bench Mark.
 RK0421  DESIGNATION -  909 9018 TRI
 RK0421  PID         -  RK0421
 RK0421  STATE/COUNTY-  MI/MARQUETTE
 RK0421  USGS QUAD   -  MARQUETTE (1975)
 RK0421
 RK0421                         *CURRENT SURVEY CONTROL
 RK0421  ___________________________________________________________________
 RK0421* NAD 83(1986)-  46 32 48.     (N)    087 22 43.     (W)     SCALED    
 RK0421* NAVD 88     -       189.389  (meters)     621.35   (feet)  ADJUSTED  
 RK0421  ___________________________________________________________________
 RK0421  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 RK0421  DYNAMIC HT  -         189.407 (meters)     621.41  (feet)  COMP
 RK0421  MODELED GRAV-     980,703.6   (mgal)                       NAVD 88
 RK0421
 RK0421  VERT ORDER  -  FIRST     CLASS 0
 RK0421
 RK0421.The horizontal coordinates were scaled from a topographic map and have
 RK0421.an estimated accuracy of +/- 6 seconds.
 RK0421
 RK0421.The orthometric height was determined by differential leveling
 RK0421.and adjusted by the National Geodetic Survey in June 1991..
 RK0421
 RK0421.This Tidal Bench Mark is designated as VM 13370
 RK0421.by the Center for Operational Oceanographic Products and Services.
 RK0421
 RK0421.The geoid height was determined by GEOID03.
 RK0421
 RK0421.The dynamic height is computed by dividing the NAVD 88
 RK0421.geopotential number by the normal gravity value computed on the
 RK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0421.degrees latitude (g = 980.6199 gals.).
 RK0421
 RK0421.The modeled gravity was interpolated from observed gravity values.
 RK0421
 RK0421;                    North         East    Units  Estimated Accuracy
 RK0421;SPC MI N     -   196,060.    7,970,960.      MT  (+/- 180 meters Scaled)
 RK0421
 RK0421                          SUPERSEDED SURVEY CONTROL
 RK0421
 RK0421.No superseded survey control is available for this station.
 RK0421
 RK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS709548(NAD 83)
 RK0421_MARKER: DD = SURVEY DISK
 RK0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0421_SP_SET: POST
 RK0421_STAMPING: LSC TRI 1975 AC
 RK0421_MARK LOGO: NOS   
 RK0421_PROJECTION: FLUSH
 RK0421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0421+STABILITY: SURFACE MOTION
 RK0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0421+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2006
 RK0421
 RK0421  HISTORY     - Date     Condition        Report By
 RK0421  HISTORY     - 1975     MONUMENTED       NOS
 RK0421  HISTORY     - 1985     GOOD             NGS
 RK0421  HISTORY     - 1990     GOOD             USPSQD
 RK0421  HISTORY     - 19940912 GOOD             NOS
 RK0421  HISTORY     - 19960823 GOOD             USPSQD
 RK0421  HISTORY     - 20010917 GOOD             USPSQD
 RK0421  HISTORY     - 20031010 GOOD             USPSQD
 RK0421  HISTORY     - 20060409 GOOD             GEOCAC
 RK0421
 RK0421                          STATION DESCRIPTION
 RK0421
 RK0421'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0421'IN MARQUETTE.
 RK0421'AT MARQUETTE, AT THE COAST GUARD STATION, APPROXIMATELY 200 FT.
 RK0421'SOUTHEAST OF THE LAKE SUPERIOR SHORE LINE, ON A KNOLL, 56.2 FT.
 RK0421'NORTHEAST OF A FRAME STORAGE GARAGE BELONGING TO THE COAST GUARD,
 RK0421'33.75 FT. SOUTHEAST OF A PINE, 20.3 FT. SOUTHWEST OF A BENT TRUNK
 RK0421'PINE, 7 FT. ABOVE DIRT ROADWAY TO WEST, ONE HALF FT. ABOVE GROUND.
 RK0421
 RK0421                          STATION RECOVERY (1985)
 RK0421
 RK0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0421'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0421'MARQUETTE, AT 1 COAST GUARD ROAD, 62.0 M (203.4 FT) NORTH OF THE
 RK0421'NORTHEAST CORNER OF THE COAST GUARD OFFICE BUILDING, 25.8 M (84.6 FT)
 RK0421'EAST OF THE CENTER OF THE ROAD, 17.2 M (56.4 FT) EAST OF THE NORTHEAST
 RK0421'CORNER OF A GARAGE, AND 5.1 M (16.7 FT) NORTH OF A CHAIN-LINK FENCE.
 RK0421'NOTE--THE DISK IS UNSTAMPED.
 RK0421'THE MARK IS 1.0 M ABOVE THE ROAD.
 RK0421
 RK0421                          STATION RECOVERY (1990)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (1994)
 RK0421
 RK0421'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RK0421'IN MARQUETTE, AT 1 COAST GUARD ROAD, 62.0 M (203.4 FT) NORTH OF
 RK0421'NORTHEAST CORNER OF THE COAST GUARD OFFICE BUILDING, 25.8 M (84.6 FT)
 RK0421'EAST OF THE CENTER OF THE ROAD, 17.2 M (56.4 FT) EAST OF THE NORTHEAST
 RK0421'CORNER OF A GARAGE, AND 5.1 M (16.7 FT) NORTH OF A CHAIN-LINK FENCE.
 RK0421'NOTE--THE DISK IS UNSTAMPED.
 RK0421
 RK0421                          STATION RECOVERY (1996)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (2001)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0421'DISK IS 5 FEET, NOT 5 METERS NORTH OF A CHAIN LINK FENCE.
 RK0421
 RK0421                          STATION RECOVERY (2003)
 RK0421
 RK0421'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0421'RECOVERED IN GOOD CONDITION.
 RK0421
 RK0421                          STATION RECOVERY (2006)
 RK0421
 RK0421'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6139 ***********************************************************************
 AC6139  DESIGNATION -  909 9025 15
 AC6139  PID         -  AC6139
 AC6139  STATE/COUNTY-  MI/HOUGHTON
 AC6139  USGS QUAD   -  PORTAGE ENTRY (1984)
 AC6139
 AC6139                         *CURRENT SURVEY CONTROL
 AC6139  ___________________________________________________________________
 AC6139* NAD 83(1986)-  46 58 43.     (N)    088 26 00.     (W)     SCALED    
 AC6139* NAVD 88     -       184.980  (meters)     606.89   (feet)  ADJUSTED  
 AC6139  ___________________________________________________________________
 AC6139  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 AC6139  DYNAMIC HT  -         184.992 (meters)     606.93  (feet)  COMP
 AC6139  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 AC6139
 AC6139  VERT ORDER  -  SECOND    CLASS I
 AC6139
 AC6139.The horizontal coordinates were scaled from a topographic map and have
 AC6139.an estimated accuracy of +/- 6 seconds.
 AC6139
 AC6139.The orthometric height was determined by differential leveling
 AC6139.and adjusted by the National Geodetic Survey in March 1997..
 AC6139
 AC6139.The geoid height was determined by GEOID03.
 AC6139
 AC6139.The dynamic height is computed by dividing the NAVD 88
 AC6139.geopotential number by the normal gravity value computed on the
 AC6139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6139.degrees latitude (g = 980.6199 gals.).
 AC6139
 AC6139.The modeled gravity was interpolated from observed gravity values.
 AC6139
 AC6139;                    North         East    Units  Estimated Accuracy
 AC6139;SPC MI N     -   244,990.    7,890,950.      MT  (+/- 180 meters Scaled)
 AC6139
 AC6139                          SUPERSEDED SURVEY CONTROL
 AC6139
 AC6139.No superseded survey control is available for this station.
 AC6139
 AC6139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT909037(NAD 83)
 AC6139_MARKER: Z = SEE DESCRIPTION
 AC6139_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6139_SP_SET: BUILDING
 AC6139_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6139+STABILITY: SURFACE MOTION
 AC6139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6139+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 AC6139
 AC6139  HISTORY     - Date     Condition        Report By
 AC6139  HISTORY     - 1926     MONUMENTED       USE
 AC6139  HISTORY     - 19960725 GOOD             NGS
 AC6139  HISTORY     - 20030617 GOOD             GEOCAC
 AC6139
 AC6139                          STATION DESCRIPTION
 AC6139
 AC6139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6139'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 AC6139'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 AC6139'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 AC6139'PAVED ROAD, THE DATUM POINT IS THE EXTREME END OF THE CONCRETE SILL OF
 AC6139'THE NORTH DOOR OF THE MOST NORTHERLY OF 3 HOUSES, 26.2 M (86.0 FT)
 AC6139'EAST OF BENCH MARK F 26, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 AC6139'NOTE--THE MONUMENT IS ON PROPERTY OWNED BY C.W.  MARQUART, 1716 EAST
 AC6139'RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE NUMBER (847) 724-5394.
 AC6139
 AC6139                          STATION RECOVERY (2003)
 AC6139
 AC6139'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 AC6139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6140 ***********************************************************************
 AC6140  DESIGNATION -  909 9025 PUMP B
 AC6140  PID         -  AC6140
 AC6140  STATE/COUNTY-  MI/HOUGHTON
 AC6140  USGS QUAD   -  PORTAGE ENTRY (1984)
 AC6140
 AC6140                         *CURRENT SURVEY CONTROL
 AC6140  ___________________________________________________________________
 AC6140* NAD 83(1986)-  46 58 45.     (N)    088 25 55.     (W)     SCALED    
 AC6140* NAVD 88     -       184.764  (meters)     606.18   (feet)  ADJUSTED  
 AC6140  ___________________________________________________________________
 AC6140  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AC6140  DYNAMIC HT  -         184.776 (meters)     606.22  (feet)  COMP
 AC6140  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 AC6140
 AC6140  VERT ORDER  -  SECOND    CLASS I
 AC6140
 AC6140.The horizontal coordinates were scaled from a topographic map and have
 AC6140.an estimated accuracy of +/- 6 seconds.
 AC6140
 AC6140.The orthometric height was determined by differential leveling
 AC6140.and adjusted by the National Geodetic Survey in March 1997..
 AC6140
 AC6140.The geoid height was determined by GEOID03.
 AC6140
 AC6140.The dynamic height is computed by dividing the NAVD 88
 AC6140.geopotential number by the normal gravity value computed on the
 AC6140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6140.degrees latitude (g = 980.6199 gals.).
 AC6140
 AC6140.The modeled gravity was interpolated from observed gravity values.
 AC6140
 AC6140;                    North         East    Units  Estimated Accuracy
 AC6140;SPC MI N     -   245,050.    7,891,060.      MT  (+/- 180 meters Scaled)
 AC6140
 AC6140                          SUPERSEDED SURVEY CONTROL
 AC6140
 AC6140.No superseded survey control is available for this station.
 AC6140
 AC6140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT910038(NAD 83)
 AC6140_MARKER: I = METAL ROD
 AC6140_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC6140+WITH SETTING: INFORMATION.
 AC6140_MAGNETIC: I = MARKER IS A STEEL ROD
 AC6140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC6140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6140+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 AC6140
 AC6140  HISTORY     - Date     Condition        Report By
 AC6140  HISTORY     - 1957     MONUMENTED       USLS
 AC6140  HISTORY     - 19960725 GOOD             NGS
 AC6140
 AC6140                          STATION DESCRIPTION
 AC6140
 AC6140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6140'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 AC6140'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 AC6140'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 AC6140'PAVED ROAD, 44.8 M (147.0 FT) NORTHWEST OF THE ROAD CENTER, 25.1 M
 AC6140'(82.3 FT) NORTHWEST OF A FLAG POLE, 3.9 M (12.8 FT) SOUTH OF THE
 AC6140'CENTER OF A TRACK ROAD, 0.5 M (1.6 FT) NORTH OF THE NORTHEAST CORNER
 AC6140'OF A PUMP HOUSE, AND THE ROD PROJECTS 0.4 M (1.3 FT) ABOVE THE LEVEL
 AC6140'OF THE TRACK ROAD.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY C.W.
 AC6140'MARQUART, 1716 EAST RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE NUMBER
 AC6140'(847) 724-5394.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6138 ***********************************************************************
 AC6138  DESIGNATION -  909 9025 WL 311
 AC6138  PID         -  AC6138
 AC6138  STATE/COUNTY-  MI/HOUGHTON
 AC6138  USGS QUAD   -  PORTAGE ENTRY (1984)
 AC6138
 AC6138                         *CURRENT SURVEY CONTROL
 AC6138  ___________________________________________________________________
 AC6138* NAD 83(1986)-  46 58 47.     (N)    088 26 00.     (W)     SCALED    
 AC6138* NAVD 88     -       185.370  (meters)     608.17   (feet)  ADJUSTED  
 AC6138  ___________________________________________________________________
 AC6138  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 AC6138  DYNAMIC HT  -         185.382 (meters)     608.21  (feet)  COMP
 AC6138  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 AC6138
 AC6138  VERT ORDER  -  SECOND    CLASS I
 AC6138
 AC6138.The horizontal coordinates were scaled from a topographic map and have
 AC6138.an estimated accuracy of +/- 6 seconds.
 AC6138
 AC6138.The orthometric height was determined by differential leveling
 AC6138.and adjusted by the National Geodetic Survey in March 1997..
 AC6138
 AC6138.The geoid height was determined by GEOID03.
 AC6138
 AC6138.The dynamic height is computed by dividing the NAVD 88
 AC6138.geopotential number by the normal gravity value computed on the
 AC6138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6138.degrees latitude (g = 980.6199 gals.).
 AC6138
 AC6138.The modeled gravity was interpolated from observed gravity values.
 AC6138
 AC6138;                    North         East    Units  Estimated Accuracy
 AC6138;SPC MI N     -   245,110.    7,890,950.      MT  (+/- 180 meters Scaled)
 AC6138
 AC6138                          SUPERSEDED SURVEY CONTROL
 AC6138
 AC6138.No superseded survey control is available for this station.
 AC6138
 AC6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT909039(NAD 83)
 AC6138_MARKER: DD = SURVEY DISK
 AC6138_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC6138_SP_SET: BUILDING
 AC6138_STAMPING: WL 311 IDP 1935
 AC6138_MARK LOGO: USLS  
 AC6138_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6138+STABILITY: SURFACE MOTION
 AC6138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6138+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 AC6138
 AC6138  HISTORY     - Date     Condition        Report By
 AC6138  HISTORY     - 1935     MONUMENTED
 AC6138  HISTORY     - 19960725 GOOD             NGS
 AC6138  HISTORY     - 20030617 GOOD             GEOCAC
 AC6138
 AC6138                          STATION DESCRIPTION
 AC6138
 AC6138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6138'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 AC6138'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 AC6138'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 AC6138'PAVED ROAD, SET VERTICALLY IN THE NORTH FACE OF THE MOST WESTERLY OF 3
 AC6138'HOUSES, 81.5 M (267.4 FT) WEST OF THE ROAD CENTER, 36.7 M (120.4 FT)
 AC6138'WEST OF BENCH MARK PUMP B, 23.4 M (76.8 FT) SOUTHEAST OF BENCH MARK F
 AC6138'62, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) WEST
 AC6138'OF THE WEST EDGE OF A PORCH.  NOTE--THE MONUMENT IS ON PROPERTY OWNED
 AC6138'BY C.W.  MARQUART, 1716 EAST RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE
 AC6138'NUMBER (847) 724-5394.
 AC6138
 AC6138                          STATION RECOVERY (2003)
 AC6138
 AC6138'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 AC6138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5807 ***********************************************************************
 AC5807  DESIGNATION -  909 9035 LA BELLE
 AC5807  PID         -  AC5807
 AC5807  STATE/COUNTY-  MI/KEWEENAW
 AC5807  USGS QUAD   -  POINT ISABELLE (1975)
 AC5807
 AC5807                         *CURRENT SURVEY CONTROL
 AC5807  ___________________________________________________________________
 AC5807* NAD 83(1986)-  47 22 28.     (N)    087 58 09.     (W)     SCALED    
 AC5807* NAVD 88     -       184.127  (meters)     604.09   (feet)  ADJUSTED  
 AC5807  ___________________________________________________________________
 AC5807  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AC5807  DYNAMIC HT  -         184.154 (meters)     604.18  (feet)  COMP
 AC5807  MODELED GRAV-     980,755.9   (mgal)                       NAVD 88
 AC5807
 AC5807  VERT ORDER  -  SECOND    CLASS I
 AC5807
 AC5807.The horizontal coordinates were scaled from a topographic map and have
 AC5807.an estimated accuracy of +/- 6 seconds.
 AC5807
 AC5807.The orthometric height was determined by differential leveling
 AC5807.and adjusted by the National Geodetic Survey in March 1997..
 AC5807
 AC5807.The geoid height was determined by GEOID03.
 AC5807
 AC5807.The dynamic height is computed by dividing the NAVD 88
 AC5807.geopotential number by the normal gravity value computed on the
 AC5807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5807.degrees latitude (g = 980.6199 gals.).
 AC5807
 AC5807.The modeled gravity was interpolated from observed gravity values.
 AC5807
 AC5807;                    North         East    Units  Estimated Accuracy
 AC5807;SPC MI N     -   288,460.    7,926,800.      MT  (+/- 180 meters Scaled)
 AC5807
 AC5807                          SUPERSEDED SURVEY CONTROL
 AC5807
 AC5807.No superseded survey control is available for this station.
 AC5807
 AC5807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT268472(NAD 83)
 AC5807_MARKER: I = METAL ROD
 AC5807_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC5807+WITH SETTING: INFORMATION.
 AC5807_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5807+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5807
 AC5807  HISTORY     - Date     Condition        Report By
 AC5807  HISTORY     - UNK      MONUMENTED
 AC5807  HISTORY     - 19960717 GOOD             NGS
 AC5807
 AC5807                          STATION DESCRIPTION
 AC5807
 AC5807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5807'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5807'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5807'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5807'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, A METAL ROD
 AC5807'DRIVEN 2.4 METERS AND 0.2 M (0.7 FT) BELOW GROUND LEVEL, 0.2 M (0.7
 AC5807'FT) NORTH OF THE 2ND HOUSE WEST OF A LIGHTHOUSE, 0.2 M (0.7 FT) EAST
 AC5807'OF THE EAST END OF A PORCH.  NO ONE IN THE AREA KNOWS WHO OWNES THE
 AC5807'PROPERTY THAT THE MONUMENT IS ON, AND HOUSE IS VACANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5808 ***********************************************************************
 AC5808  DESIGNATION -  909 9035 MENDOTA
 AC5808  PID         -  AC5808
 AC5808  STATE/COUNTY-  MI/KEWEENAW
 AC5808  USGS QUAD   -  POINT ISABELLE (1975)
 AC5808
 AC5808                         *CURRENT SURVEY CONTROL
 AC5808  ___________________________________________________________________
 AC5808* NAD 83(1986)-  47 22 26.     (N)    087 58 00.     (W)     SCALED    
 AC5808* NAVD 88     -       184.971  (meters)     606.86   (feet)  ADJUSTED  
 AC5808  ___________________________________________________________________
 AC5808  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AC5808  DYNAMIC HT  -         184.998 (meters)     606.95  (feet)  COMP
 AC5808  MODELED GRAV-     980,755.7   (mgal)                       NAVD 88
 AC5808
 AC5808  VERT ORDER  -  SECOND    CLASS I
 AC5808
 AC5808.The horizontal coordinates were scaled from a topographic map and have
 AC5808.an estimated accuracy of +/- 6 seconds.
 AC5808
 AC5808.The orthometric height was determined by differential leveling
 AC5808.and adjusted by the National Geodetic Survey in March 1997..
 AC5808
 AC5808.The geoid height was determined by GEOID03.
 AC5808
 AC5808.The dynamic height is computed by dividing the NAVD 88
 AC5808.geopotential number by the normal gravity value computed on the
 AC5808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5808.degrees latitude (g = 980.6199 gals.).
 AC5808
 AC5808.The modeled gravity was interpolated from observed gravity values.
 AC5808
 AC5808;                    North         East    Units  Estimated Accuracy
 AC5808;SPC MI N     -   288,390.    7,926,990.      MT  (+/- 180 meters Scaled)
 AC5808
 AC5808                          SUPERSEDED SURVEY CONTROL
 AC5808
 AC5808.No superseded survey control is available for this station.
 AC5808
 AC5808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT270471(NAD 83)
 AC5808_MARKER: Q = CHISELED SQUARE
 AC5808_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5808_SP_SET: BUILDING
 AC5808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5808+STABILITY: SURFACE MOTION
 AC5808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5808+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5808
 AC5808  HISTORY     - Date     Condition        Report By
 AC5808  HISTORY     - UNK      MONUMENTED
 AC5808  HISTORY     - 19960717 GOOD             NGS
 AC5808
 AC5808                          STATION DESCRIPTION
 AC5808
 AC5808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5808'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5808'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5808'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5808'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, A CHISLER
 AC5808'SQUARE ON THE NORTHEAST CORNER OF A A FOUNDATION FOR A LIGHTHOUSE, 2.0
 AC5808'M (6.6 FT) WEST OF THE EXTENDED WALL OF THE LIGHTHOUSE, 0.1 M (0.3 FT)
 AC5808'NORTH OF A DOWN SPOUT, AND 0.1  M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5809 ***********************************************************************
 AC5809  DESIGNATION -  909 9035 OLD LIGHT
 AC5809  PID         -  AC5809
 AC5809  STATE/COUNTY-  MI/KEWEENAW
 AC5809  USGS QUAD   -  POINT ISABELLE (1975)
 AC5809
 AC5809                         *CURRENT SURVEY CONTROL
 AC5809  ___________________________________________________________________
 AC5809* NAD 83(1986)-  47 22 25.     (N)    087 58 00.     (W)     SCALED    
 AC5809* NAVD 88     -       185.649  (meters)     609.08   (feet)  ADJUSTED  
 AC5809  ___________________________________________________________________
 AC5809  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 AC5809  DYNAMIC HT  -         185.676 (meters)     609.17  (feet)  COMP
 AC5809  MODELED GRAV-     980,755.6   (mgal)                       NAVD 88
 AC5809
 AC5809  VERT ORDER  -  SECOND    CLASS I
 AC5809
 AC5809.The horizontal coordinates were scaled from a topographic map and have
 AC5809.an estimated accuracy of +/- 6 seconds.
 AC5809
 AC5809.The orthometric height was determined by differential leveling
 AC5809.and adjusted by the National Geodetic Survey in March 1997..
 AC5809
 AC5809.The geoid height was determined by GEOID03.
 AC5809
 AC5809.The dynamic height is computed by dividing the NAVD 88
 AC5809.geopotential number by the normal gravity value computed on the
 AC5809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5809.degrees latitude (g = 980.6199 gals.).
 AC5809
 AC5809.The modeled gravity was interpolated from observed gravity values.
 AC5809
 AC5809;                    North         East    Units  Estimated Accuracy
 AC5809;SPC MI N     -   288,360.    7,926,990.      MT  (+/- 180 meters Scaled)
 AC5809
 AC5809                          SUPERSEDED SURVEY CONTROL
 AC5809
 AC5809.No superseded survey control is available for this station.
 AC5809
 AC5809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT270471(NAD 83)
 AC5809_MARKER: DD = SURVEY DISK
 AC5809_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5809_SP_SET: BUILDING
 AC5809_MARK LOGO: USLS  
 AC5809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5809+STABILITY: SURFACE MOTION
 AC5809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5809+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5809
 AC5809  HISTORY     - Date     Condition        Report By
 AC5809  HISTORY     - UNK      MONUMENTED       USLS
 AC5809  HISTORY     - 19960717 GOOD             NGS
 AC5809
 AC5809                          STATION DESCRIPTION
 AC5809
 AC5809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5809'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5809'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5809'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5809'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, SET VERTICALLY
 AC5809'IN THE CENTER OF THE EAST AFCE OF THE STONE HEADER OF THE BASEMENT
 AC5809'WINDOW OF A LIGHTHOUSE, 3.9 M (12.8 FT) SOUTH OF THE EXTENDED LINE OF
 AC5809'THE NORTH WALL, AND 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.  NOTE--NO
 AC5809'STAMPING ON DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5968 ***********************************************************************
 AC5968  DESIGNATION -  909 9037 COPPER HARBOR
 AC5968  PID         -  AC5968
 AC5968  STATE/COUNTY-  MI/KEWEENAW
 AC5968  USGS QUAD   -  FORT WILKINS (1975)
 AC5968
 AC5968                         *CURRENT SURVEY CONTROL
 AC5968  ___________________________________________________________________
 AC5968* NAD 83(1986)-  47 28 28.     (N)    087 51 36.     (W)     SCALED    
 AC5968* NAVD 88     -       191.088  (meters)     626.93   (feet)  ADJUSTED  
 AC5968  ___________________________________________________________________
 AC5968  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AC5968  DYNAMIC HT  -         191.126 (meters)     627.05  (feet)  COMP
 AC5968  MODELED GRAV-     980,809.1   (mgal)                       NAVD 88
 AC5968
 AC5968  VERT ORDER  -  SECOND    CLASS I
 AC5968
 AC5968.The horizontal coordinates were scaled from a topographic map and have
 AC5968.an estimated accuracy of +/- 6 seconds.
 AC5968
 AC5968.The orthometric height was determined by differential leveling
 AC5968.and adjusted by the National Geodetic Survey in March 1997..
 AC5968
 AC5968.The geoid height was determined by GEOID03.
 AC5968
 AC5968.The dynamic height is computed by dividing the NAVD 88
 AC5968.geopotential number by the normal gravity value computed on the
 AC5968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5968.degrees latitude (g = 980.6199 gals.).
 AC5968
 AC5968.The modeled gravity was interpolated from observed gravity values.
 AC5968
 AC5968;                    North         East    Units  Estimated Accuracy
 AC5968;SPC MI N     -   299,480.    7,935,170.      MT  (+/- 180 meters Scaled)
 AC5968
 AC5968                          SUPERSEDED SURVEY CONTROL
 AC5968
 AC5968.No superseded survey control is available for this station.
 AC5968
 AC5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT351582(NAD 83)
 AC5968_MARKER: Q = CHISELED SQUARE
 AC5968_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC5968_SP_SET: SILL
 AC5968_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5968+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AC5968
 AC5968  HISTORY     - Date     Condition        Report By
 AC5968  HISTORY     - UNK      MONUMENTED
 AC5968  HISTORY     - 19960711 GOOD             NGS
 AC5968  HISTORY     - 20050808 GOOD             GEOCAC
 AC5968
 AC5968                          STATION DESCRIPTION
 AC5968
 AC5968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5968'3.0 KM (1.85 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 AC5968'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 2.1 KM (1.30 MI) NORTHERLY
 AC5968'ALONG A GRAVELED ROAD LEADING TO THE COPPER HARBOR LIGHTHOUSE, A
 AC5968'CHISELED SQUARE IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END OF
 AC5968'THE STONE DOOR SILL FOR THE WEST ENTRANCE INTO THE LIGHTHOUSE, 1.0 M
 AC5968'(3.3 FT) SOUTH OF THE NORTHWEST CORNER OF THE LIGHTHOUSE, AND 0.1 M
 AC5968'(0.3 FT) ABOVE THE LEVEL OF A SIDEWALK.
 AC5968
 AC5968                          STATION RECOVERY (2005)
 AC5968
 AC5968'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 AC5968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5971 ***********************************************************************
 AC5971  DESIGNATION -  909 9037 HIP
 AC5971  PID         -  AC5971
 AC5971  STATE/COUNTY-  MI/KEWEENAW
 AC5971  USGS QUAD   -  LAKE MEDORA (1975)
 AC5971
 AC5971                         *CURRENT SURVEY CONTROL
 AC5971  ___________________________________________________________________
 AC5971* NAD 83(1986)-  47 28 14.     (N)    087 53 26.     (W)     SCALED    
 AC5971* NAVD 88     -       183.826  (meters)     603.10   (feet)  ADJUSTED  
 AC5971  ___________________________________________________________________
 AC5971  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 AC5971  DYNAMIC HT  -         183.862 (meters)     603.22  (feet)  COMP
 AC5971  MODELED GRAV-     980,806.1   (mgal)                       NAVD 88
 AC5971
 AC5971  VERT ORDER  -  SECOND    CLASS I
 AC5971
 AC5971.The horizontal coordinates were scaled from a topographic map and have
 AC5971.an estimated accuracy of +/- 6 seconds.
 AC5971
 AC5971.The orthometric height was determined by differential leveling
 AC5971.and adjusted by the National Geodetic Survey in March 1997..
 AC5971
 AC5971.The geoid height was determined by GEOID03.
 AC5971
 AC5971.The dynamic height is computed by dividing the NAVD 88
 AC5971.geopotential number by the normal gravity value computed on the
 AC5971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5971.degrees latitude (g = 980.6199 gals.).
 AC5971
 AC5971.The modeled gravity was interpolated from observed gravity values.
 AC5971
 AC5971;                    North         East    Units  Estimated Accuracy
 AC5971;SPC MI N     -   299,070.    7,932,860.      MT  (+/- 180 meters Scaled)
 AC5971
 AC5971                          SUPERSEDED SURVEY CONTROL
 AC5971
 AC5971.No superseded survey control is available for this station.
 AC5971
 AC5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT328578(NAD 83)
 AC5971_MARKER: I = METAL ROD
 AC5971_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC5971_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5971+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 AC5971
 AC5971  HISTORY     - Date     Condition        Report By
 AC5971  HISTORY     - UNK      MONUMENTED
 AC5971  HISTORY     - 19960711 GOOD             NGS
 AC5971
 AC5971                          STATION DESCRIPTION
 AC5971
 AC5971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5971'IN COPPER HARBOR, AT THE INTERSECTION 5TH STREET AND BROCKWAY AVENUE,
 AC5971'39.0 M (128.0 FT) NORTH OF THE AVENUE CENTER, 3.5 M (11.5 FT) EAST OF
 AC5971'THE EXTENDED STREET CENTER, 0.9 M (3.0 FT) SOUTH OF UTILITY POLE
 AC5971'NUMBER 43, 0.3 M (1.0 FT) EAST OF THE NORTHEAST CORNER OF A HIP ROOF
 AC5971'HOUSE, AND THE ROD IS 0.3 M (1.0 FT) BELOW THE GROUND SURFACE.
 AC5971'NOTE--THE MARK IS ON PROPERTY OWNED BY CHRISTINE J.  PROTZEL, 505
 AC5971'BROCKWAY AVENUE, COPPER HARBOR, MI 49918.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5967 ***********************************************************************
 AC5967  DESIGNATION -  909 9037 LIGHT
 AC5967  PID         -  AC5967
 AC5967  STATE/COUNTY-  MI/KEWEENAW
 AC5967  USGS QUAD   -  FORT WILKINS (1975)
 AC5967
 AC5967                         *CURRENT SURVEY CONTROL
 AC5967  ___________________________________________________________________
 AC5967* NAD 83(1986)-  47 28 27.     (N)    087 51 34.     (W)     SCALED    
 AC5967* NAVD 88     -       190.306  (meters)     624.36   (feet)  ADJUSTED  
 AC5967  ___________________________________________________________________
 AC5967  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AC5967  DYNAMIC HT  -         190.344 (meters)     624.49  (feet)  COMP
 AC5967  MODELED GRAV-     980,809.0   (mgal)                       NAVD 88
 AC5967
 AC5967  VERT ORDER  -  SECOND    CLASS I
 AC5967
 AC5967.The horizontal coordinates were scaled from a topographic map and have
 AC5967.an estimated accuracy of +/- 6 seconds.
 AC5967
 AC5967.The orthometric height was determined by differential leveling
 AC5967.and adjusted by the National Geodetic Survey in March 1997..
 AC5967
 AC5967.The geoid height was determined by GEOID03.
 AC5967
 AC5967.The dynamic height is computed by dividing the NAVD 88
 AC5967.geopotential number by the normal gravity value computed on the
 AC5967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5967.degrees latitude (g = 980.6199 gals.).
 AC5967
 AC5967.The modeled gravity was interpolated from observed gravity values.
 AC5967
 AC5967;                    North         East    Units  Estimated Accuracy
 AC5967;SPC MI N     -   299,450.    7,935,210.      MT  (+/- 180 meters Scaled)
 AC5967
 AC5967                          SUPERSEDED SURVEY CONTROL
 AC5967
 AC5967.No superseded survey control is available for this station.
 AC5967
 AC5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT352582(NAD 83)
 AC5967_MARKER: Q = CHISELED SQUARE
 AC5967_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC5967_SP_SET: LIGHT TOWER FOOTING
 AC5967_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5967+STABILITY: SURFACE MOTION
 AC5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5967+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AC5967
 AC5967  HISTORY     - Date     Condition        Report By
 AC5967  HISTORY     - UNK      MONUMENTED
 AC5967  HISTORY     - 19960711 GOOD             NGS
 AC5967  HISTORY     - 20050808 GOOD             GEOCAC
 AC5967
 AC5967                          STATION DESCRIPTION
 AC5967
 AC5967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5967'3.0 KM (1.85 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 AC5967'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 2.1 KM (1.30 MI) NORTHERLY
 AC5967'ALONG A GRAVELED ROAD LEADING TO THE COPPER HARBOR LIGHTHOUSE, A
 AC5967'CHISELED SQUARE IN TOP OF AND 0.6 M (2.0 FT) NORTHWEST OF THE
 AC5967'SOUTHEAST CORNER OF A CONCRETE FOOTING FOR THE SOUTHEAST LEG OF A
 AC5967'LIGHT TOWER, 22.5 M (73.8 FT) WEST OF THE SOUTHWEST CORNER OF THE
 AC5967'LIGHTHOUSE, 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE, AND 0.4 M (1.3
 AC5967'FT) SOUTHEAST OF THE TOWER LEG.
 AC5967
 AC5967                          STATION RECOVERY (2005)
 AC5967
 AC5967'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 AC5967'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5966 ***********************************************************************
 AC5966  DESIGNATION -  909 9037 OUTCROP
 AC5966  PID         -  AC5966
 AC5966  STATE/COUNTY-  MI/KEWEENAW
 AC5966  USGS QUAD   -  FORT WILKINS (1975)
 AC5966
 AC5966                         *CURRENT SURVEY CONTROL
 AC5966  ___________________________________________________________________
 AC5966* NAD 83(1986)-  47 28 25.     (N)    087 51 37.     (W)     SCALED    
 AC5966* NAVD 88     -       184.976  (meters)     606.88   (feet)  ADJUSTED  
 AC5966  ___________________________________________________________________
 AC5966  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 AC5966  DYNAMIC HT  -         185.013 (meters)     607.00  (feet)  COMP
 AC5966  MODELED GRAV-     980,808.9   (mgal)                       NAVD 88
 AC5966
 AC5966  VERT ORDER  -  SECOND    CLASS I
 AC5966
 AC5966.The horizontal coordinates were scaled from a topographic map and have
 AC5966.an estimated accuracy of +/- 6 seconds.
 AC5966
 AC5966.The orthometric height was determined by differential leveling
 AC5966.and adjusted by the National Geodetic Survey in March 1997..
 AC5966
 AC5966.The geoid height was determined by GEOID03.
 AC5966
 AC5966.The dynamic height is computed by dividing the NAVD 88
 AC5966.geopotential number by the normal gravity value computed on the
 AC5966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5966.degrees latitude (g = 980.6199 gals.).
 AC5966
 AC5966.The modeled gravity was interpolated from observed gravity values.
 AC5966
 AC5966;                    North         East    Units  Estimated Accuracy
 AC5966;SPC MI N     -   299,390.    7,935,150.      MT  (+/- 180 meters Scaled)
 AC5966
 AC5966                          SUPERSEDED SURVEY CONTROL
 AC5966
 AC5966.No superseded survey control is available for this station.
 AC5966
 AC5966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT351581(NAD 83)
 AC5966_MARKER: Q = CHISELED SQUARE
 AC5966_SETTING: 66 = SET IN ROCK OUTCROP
 AC5966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5966+STABILITY: POSITION/ELEVATION WELL
 AC5966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5966+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 AC5966
 AC5966  HISTORY     - Date     Condition        Report By
 AC5966  HISTORY     - UNK      MONUMENTED
 AC5966  HISTORY     - 19960711 GOOD             NGS
 AC5966  HISTORY     - 20050808 GOOD             GEOCAC
 AC5966
 AC5966                          STATION DESCRIPTION
 AC5966
 AC5966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5966'3.0 KM (1.85 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 AC5966'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 2.1 KM (1.30 MI) NORTHERLY
 AC5966'ALONG A GRAVELED ROAD LEADING TO THE COPPER HARBOR LIGHTHOUSE, A
 AC5966'CHISELED SQUARE ON THE HIGHEST POINT OF A 15 BY 25-FOOT AREA OF
 AC5966'OUTCROPPING BEDROCK, 55.0 M (180.4 FT) SOUTH OF THE SOUTHWEST CORNER
 AC5966'OF THE LIGHTHOUSE, 30.0 M (98.4 FT) WEST OF THE SOUTH CORNER OF A ROCK
 AC5966'HOUSE, AND 6.5 M (21.3 FT) WEST OF A 24-INCH BIRCH TREE.
 AC5966
 AC5966                          STATION RECOVERY (2005)
 AC5966
 AC5966'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 AC5966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6019 ***********************************************************************
 AC6019  DESIGNATION -  909 9039 D
 AC6019  PID         -  AC6019
 AC6019  STATE/COUNTY-  MI/KEWEENAW
 AC6019  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6019
 AC6019                         *CURRENT SURVEY CONTROL
 AC6019  ___________________________________________________________________
 AC6019* NAD 83(1986)-  47 27 31.     (N)    088 08 59.     (W)     SCALED    
 AC6019* NAVD 88     -       184.491  (meters)     605.28   (feet)  ADJUSTED  
 AC6019  ___________________________________________________________________
 AC6019  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 AC6019  DYNAMIC HT  -         184.526 (meters)     605.40  (feet)  COMP
 AC6019  MODELED GRAV-     980,797.9   (mgal)                       NAVD 88
 AC6019
 AC6019  VERT ORDER  -  SECOND    CLASS I
 AC6019
 AC6019.The horizontal coordinates were scaled from a topographic map and have
 AC6019.an estimated accuracy of +/- 6 seconds.
 AC6019
 AC6019.The orthometric height was determined by differential leveling
 AC6019.and adjusted by the National Geodetic Survey in March 1997..
 AC6019
 AC6019.The geoid height was determined by GEOID03.
 AC6019
 AC6019.The dynamic height is computed by dividing the NAVD 88
 AC6019.geopotential number by the normal gravity value computed on the
 AC6019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6019.degrees latitude (g = 980.6199 gals.).
 AC6019
 AC6019.The modeled gravity was interpolated from observed gravity values.
 AC6019
 AC6019;                    North         East    Units  Estimated Accuracy
 AC6019;SPC MI N     -   298,000.    7,913,300.      MT  (+/- 180 meters Scaled)
 AC6019
 AC6019                          SUPERSEDED SURVEY CONTROL
 AC6019
 AC6019.No superseded survey control is available for this station.
 AC6019
 AC6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT133567(NAD 83)
 AC6019_MARKER: DB = BENCH MARK DISK
 AC6019_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC6019+WITH SETTING: PAVEMENT
 AC6019_SP_SET: RAMP
 AC6019_STAMPING: 9039 D 1982
 AC6019_MARK LOGO: NOS   
 AC6019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6019+STABILITY: SURFACE MOTION
 AC6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6019+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 AC6019
 AC6019  HISTORY     - Date     Condition        Report By
 AC6019  HISTORY     - 1982     MONUMENTED       NOS
 AC6019  HISTORY     - 19960717 GOOD             NGS
 AC6019  HISTORY     - 20010913 GOOD             USPSQD
 AC6019
 AC6019                          STATION DESCRIPTION
 AC6019
 AC6019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6019'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE INTERSECTION
 AC6019'OF FRONT STREET IN EAGLE HARBOR, THENCE 1.2 KM (0.75 MI) NORTHERLY
 AC6019'ALONG EAGLE HARBOR MARINA ROAD, IN TOP OF AND 0.6 M (2.0 FT) WEST OF
 AC6019'THE EAST END OF A COMPRETE RAMP AT A BOAT HOUSE, 20.0 M (65.6 FT)
 AC6019'SOUTHWEST OF AND LEVEL WITH THE SOUTHWEST SIDE OF A PARKING AREA, 4.5
 AC6019'M (14.8 FT) EAST OF THE NORTHWEST CORNER OF THE BOAD HOUSE, AND 0.5 M
 AC6019'(1.6 FT) NORTH OF THE EAST END OF AN OVERHEAD DOOR.
 AC6019
 AC6019                          STATION RECOVERY (2001)
 AC6019
 AC6019'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6018 ***********************************************************************
 AC6018  DESIGNATION -  909 9039 E
 AC6018  PID         -  AC6018
 AC6018  STATE/COUNTY-  MI/KEWEENAW
 AC6018  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6018
 AC6018                         *CURRENT SURVEY CONTROL
 AC6018  ___________________________________________________________________
 AC6018* NAD 83(1986)-  47 27 38.     (N)    088 09 00.     (W)     SCALED    
 AC6018* NAVD 88     -       184.954  (meters)     606.80   (feet)  ADJUSTED  
 AC6018  ___________________________________________________________________
 AC6018  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 AC6018  DYNAMIC HT  -         184.990 (meters)     606.92  (feet)  COMP
 AC6018  MODELED GRAV-     980,799.5   (mgal)                       NAVD 88
 AC6018
 AC6018  VERT ORDER  -  SECOND    CLASS I
 AC6018
 AC6018.The horizontal coordinates were scaled from a topographic map and have
 AC6018.an estimated accuracy of +/- 6 seconds.
 AC6018
 AC6018.The orthometric height was determined by differential leveling
 AC6018.and adjusted by the National Geodetic Survey in March 1997..
 AC6018
 AC6018.The geoid height was determined by GEOID03.
 AC6018
 AC6018.The dynamic height is computed by dividing the NAVD 88
 AC6018.geopotential number by the normal gravity value computed on the
 AC6018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6018.degrees latitude (g = 980.6199 gals.).
 AC6018
 AC6018.The modeled gravity was interpolated from observed gravity values.
 AC6018
 AC6018;                    North         East    Units  Estimated Accuracy
 AC6018;SPC MI N     -   298,210.    7,913,280.      MT  (+/- 180 meters Scaled)
 AC6018
 AC6018                          SUPERSEDED SURVEY CONTROL
 AC6018
 AC6018.No superseded survey control is available for this station.
 AC6018
 AC6018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT133569(NAD 83)
 AC6018_MARKER: DB = BENCH MARK DISK
 AC6018_SETTING: 66 = SET IN ROCK OUTCROP
 AC6018_STAMPING: 9039 E 1982
 AC6018_MARK LOGO: NOS   
 AC6018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6018+STABILITY: POSITION/ELEVATION WELL
 AC6018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6018+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2000
 AC6018
 AC6018  HISTORY     - Date     Condition        Report By
 AC6018  HISTORY     - 1982     MONUMENTED       NOS
 AC6018  HISTORY     - 19960717 GOOD             NGS
 AC6018  HISTORY     - 20000910 GOOD             MIDT
 AC6018
 AC6018                          STATION DESCRIPTION
 AC6018
 AC6018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6018'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE INTERSECTION
 AC6018'OF FRONT STREET IN EAGLE HARBOR, THENCE 1.2 KM (0.75 MI) NORTHERLY
 AC6018'ALONG EAGLE HARBOR MARINA ROAD, THENCE 0.1 KM (0.05 MI) NORTH ALONG A
 AC6018'TRACK ROAD, IN A 16 BY 30-FOOT AREA OF OUTCROPPING BEDROCK AT THE
 AC6018'WATERS EDGE, 29.0 M (95.1 FT) NORTHEAST OF THE ROAD CENTER, 4.7 M
 AC6018'(15.4 FT) WEST OF A 10-INCH PINE TREE, 2.0 M (6.6 FT) SOUTH OF THE
 AC6018'WATERS EDGE, AND 1.6 M (5.2 FT) ABOVE THE WATERS EDGE.
 AC6018
 AC6018                          STATION RECOVERY (2000)
 AC6018
 AC6018'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 AC6018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6023 ***********************************************************************
 AC6023  DESIGNATION -  909 9039 HOTEL
 AC6023  PID         -  AC6023
 AC6023  STATE/COUNTY-  MI/KEWEENAW
 AC6023  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6023
 AC6023                         *CURRENT SURVEY CONTROL
 AC6023  ___________________________________________________________________
 AC6023* NAD 83(1986)-  47 27 31.     (N)    088 09 31.     (W)     SCALED    
 AC6023* NAVD 88     -       185.262  (meters)     607.81   (feet)  ADJUSTED  
 AC6023  ___________________________________________________________________
 AC6023  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AC6023  DYNAMIC HT  -         185.297 (meters)     607.93  (feet)  COMP
 AC6023  MODELED GRAV-     980,798.9   (mgal)                       NAVD 88
 AC6023
 AC6023  VERT ORDER  -  SECOND    CLASS I
 AC6023
 AC6023.The horizontal coordinates were scaled from a topographic map and have
 AC6023.an estimated accuracy of +/- 6 seconds.
 AC6023
 AC6023.The orthometric height was determined by differential leveling
 AC6023.and adjusted by the National Geodetic Survey in March 1997..
 AC6023
 AC6023.The geoid height was determined by GEOID03.
 AC6023
 AC6023.The dynamic height is computed by dividing the NAVD 88
 AC6023.geopotential number by the normal gravity value computed on the
 AC6023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6023.degrees latitude (g = 980.6199 gals.).
 AC6023
 AC6023.The modeled gravity was interpolated from observed gravity values.
 AC6023
 AC6023;                    North         East    Units  Estimated Accuracy
 AC6023;SPC MI N     -   298,010.    7,912,630.      MT  (+/- 180 meters Scaled)
 AC6023
 AC6023                          SUPERSEDED SURVEY CONTROL
 AC6023
 AC6023.No superseded survey control is available for this station.
 AC6023
 AC6023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT126567(NAD 83)
 AC6023_MARKER: Q = CHISELED SQUARE
 AC6023_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC6023_SP_SET: SEAWALL
 AC6023_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC6023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6023+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC6023
 AC6023  HISTORY     - Date     Condition        Report By
 AC6023  HISTORY     - UNK      MONUMENTED
 AC6023  HISTORY     - 19960717 GOOD             NGS
 AC6023
 AC6023                          STATION DESCRIPTION
 AC6023
 AC6023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6023'0.2 KM (0.10 MI) EASTERLY ALONG NORTH STREET FROM THE JUNCTION OF
 AC6023'STATE HIGHWAY 26 IN EAGLE HARBOR, A CHISELED SQUARE IN TOP OF AND 0.2
 AC6023'M (0.7 FT) NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE SEAWALL,
 AC6023'35.0 M (114.8 FT) EAST OF THE SOUTHEAST CORNER OF THE LAKE BREEZE
 AC6023'HOTEL PARKING LOT, 20.9 M (68.6 FT) SOUTHEAST OF THE SOUTHWEST CORNER
 AC6023'OF THE HOTEL PORCH, 12.3 M (40.4 FT) EAST OF THE WEST END OF THE
 AC6023'SEAWALL, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE PARKING LOT.
 AC6023'NOTE--THE MONUMENT IS ON PROPERTY OF MARCIA RALEY, LAKE BREEZE HOTEL,
 AC6023'EAGLE HARBOR, MI 49950, TELEPHONE NUMBER (906) 289-4514.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7632 ***********************************************************************
 AB7632  DESIGNATION -  909 9041 2065
 AB7632  PID         -  AB7632
 AB7632  STATE/COUNTY-  MI/HOUGHTON
 AB7632  USGS QUAD   -  OSKAR (1975)
 AB7632
 AB7632                         *CURRENT SURVEY CONTROL
 AB7632  ___________________________________________________________________
 AB7632* NAD 83(1986)-  47 13 36.     (N)    088 37 32.     (W)     SCALED    
 AB7632* NAVD 88     -       189.588  (meters)     622.01   (feet)  ADJUSTED  
 AB7632  ___________________________________________________________________
 AB7632  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AB7632  DYNAMIC HT  -         189.621 (meters)     622.11  (feet)  COMP
 AB7632  MODELED GRAV-     980,782.9   (mgal)                       NAVD 88
 AB7632
 AB7632  VERT ORDER  -  FIRST     CLASS II
 AB7632
 AB7632.The horizontal coordinates were scaled from a topographic map and have
 AB7632.an estimated accuracy of +/- 6 seconds.
 AB7632
 AB7632.The orthometric height was determined by differential leveling
 AB7632.and adjusted by the National Geodetic Survey in July 2002..
 AB7632
 AB7632.The geoid height was determined by GEOID03.
 AB7632
 AB7632.The dynamic height is computed by dividing the NAVD 88
 AB7632.geopotential number by the normal gravity value computed on the
 AB7632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7632.degrees latitude (g = 980.6199 gals.).
 AB7632
 AB7632.The modeled gravity was interpolated from observed gravity values.
 AB7632
 AB7632;                    North         East    Units  Estimated Accuracy
 AB7632;SPC MI N     -   272,840.    7,876,900.      MT  (+/- 180 meters Scaled)
 AB7632
 AB7632                          SUPERSEDED SURVEY CONTROL
 AB7632
 AB7632.No superseded survey control is available for this station.
 AB7632
 AB7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT769316(NAD 83)
 AB7632_MARKER: DS = TRIANGULATION STATION DISK
 AB7632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7632_STAMPING: 2065
 AB7632_MARK LOGO: USE   
 AB7632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7632+STABILITY: SURFACE MOTION
 AB7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7632+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AB7632
 AB7632  HISTORY     - Date     Condition        Report By
 AB7632  HISTORY     - UNK      MONUMENTED       RBNF
 AB7632  HISTORY     - 19960709 GOOD             NGS
 AB7632
 AB7632                          STATION DESCRIPTION
 AB7632
 AB7632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7632'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7632'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG
 AB7632'BEAR LAKE ROAD, 117.3 M (384.8 FT) SOUTHWEST OF THE ROAD CENTER, 54.8
 AB7632'M (179.8 FT) SOUTH OF BENCH MARK PORTAGE A, 29.2 M (95.8 FT) EAST OF
 AB7632'LIGHT TOWER NUMBER 76, 14.3 M (46.9 FT) WEST OF THE CENTER OF A TRACK
 AB7632'ROAD, 2.0 M (6.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT)
 AB7632'WEST OF A WITNESS POST.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 AB7632'THE U.S.  COAST GUARD, ROUTE 1, BOX 81, HANCOCK, MI 49930, TELEPHONE
 AB7632'NUMBER (906) 482-5620.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7633 ***********************************************************************
 AB7633  DESIGNATION -  909 9041 2066
 AB7633  PID         -  AB7633
 AB7633  STATE/COUNTY-  MI/HOUGHTON
 AB7633  USGS QUAD   -  HANCOCK (1975)
 AB7633
 AB7633                         *CURRENT SURVEY CONTROL
 AB7633  ___________________________________________________________________
 AB7633* NAD 83(1986)-  47 13 39.     (N)    088 37 24.     (W)     SCALED    
 AB7633* NAVD 88     -       184.572  (meters)     605.55   (feet)  ADJUSTED  
 AB7633  ___________________________________________________________________
 AB7633  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AB7633  DYNAMIC HT  -         184.604 (meters)     605.65  (feet)  COMP
 AB7633  MODELED GRAV-     980,784.8   (mgal)                       NAVD 88
 AB7633
 AB7633  VERT ORDER  -  FIRST     CLASS II
 AB7633
 AB7633.The horizontal coordinates were scaled from a topographic map and have
 AB7633.an estimated accuracy of +/- 6 seconds.
 AB7633
 AB7633.The orthometric height was determined by differential leveling
 AB7633.and adjusted by the National Geodetic Survey in July 2002..
 AB7633
 AB7633.The geoid height was determined by GEOID03.
 AB7633
 AB7633.The dynamic height is computed by dividing the NAVD 88
 AB7633.geopotential number by the normal gravity value computed on the
 AB7633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7633.degrees latitude (g = 980.6199 gals.).
 AB7633
 AB7633.The modeled gravity was interpolated from observed gravity values.
 AB7633
 AB7633;                    North         East    Units  Estimated Accuracy
 AB7633;SPC MI N     -   272,930.    7,877,070.      MT  (+/- 180 meters Scaled)
 AB7633
 AB7633                          SUPERSEDED SURVEY CONTROL
 AB7633
 AB7633.No superseded survey control is available for this station.
 AB7633
 AB7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT771317(NAD 83)
 AB7633_MARKER: DD = SURVEY DISK
 AB7633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7633_STAMPING: 2066
 AB7633_MARK LOGO: USE   
 AB7633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7633+STABILITY: SURFACE MOTION
 AB7633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7633+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AB7633
 AB7633  HISTORY     - Date     Condition        Report By
 AB7633  HISTORY     - UNK      MONUMENTED       NGS
 AB7633  HISTORY     - 19960709 GOOD             NGS
 AB7633
 AB7633                          STATION DESCRIPTION
 AB7633
 AB7633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7633'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7633'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 AB7633'BEAR LAKE ROAD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG A DRIVEWAY
 AB7633'LEADING TO A BOAT HOUSE, 17.7 M (58.1 FT) WEST OF A STEEL RETAINING
 AB7633'WALL, 6.6 M (21.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A BOAT HOUSE
 AB7633'(BUILDING 4) , 2.0 M (6.6 FT) EAST OF THE EAST END OF A CULVERT, 0.5 M
 AB7633'(1.6 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AB7633'OF THE DRIVEWAY.  NOTE--THE MONUMENT IS ON PR0PERTY OWNED BY THE U.S.
 AB7633'COAST GUARD, ROUTE 1, BOX 81, HANCOCK, MI 49930, TELEPHONE NUMBER
 AB7633'(906) 482-5620.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8049 ***********************************************************************
 AA8049  DESIGNATION -  909 9041 G
 AA8049  PID         -  AA8049
 AA8049  STATE/COUNTY-  MI/HOUGHTON
 AA8049  USGS QUAD   -  HANCOCK (1975)
 AA8049
 AA8049                         *CURRENT SURVEY CONTROL
 AA8049  ___________________________________________________________________
 AA8049* NAD 83(1994)-  47 13 30.33380(N)    088 37 24.99016(W)     ADJUSTED  
 AA8049* NAVD 88     -       190.388  (meters)     624.63   (feet)  ADJUSTED  
 AA8049  ___________________________________________________________________
 AA8049  X           -     104,234.916 (meters)                     COMP
 AA8049  Y           -  -4,338,207.078 (meters)                     COMP
 AA8049  Z           -   4,658,910.367 (meters)                     COMP
 AA8049  LAPLACE CORR-          -7.95  (seconds)                    DEFLEC99
 AA8049  ELLIP HEIGHT-         156.78  (meters)          (07/12/02) GPS OBS
 AA8049  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AA8049  DYNAMIC HT  -         190.421 (meters)     624.74  (feet)  COMP
 AA8049  MODELED GRAV-     980,782.8   (mgal)                       NAVD 88
 AA8049
 AA8049  HORZ ORDER  -  A
 AA8049  VERT ORDER  -  FIRST     CLASS II
 AA8049  ELLP ORDER  -  THIRD     CLASS II
 AA8049
 AA8049.This is a reference station for the UPPER KEWEENAW 1
 AA8049.National Continuously Operating Reference Station (KEW1).
 AA8049
 AA8049.The horizontal coordinates were established by GPS observations
 AA8049.and adjusted by the National Geodetic Survey in September 1995..
 AA8049
 AA8049.The orthometric height was determined by differential leveling
 AA8049.and adjusted by the National Geodetic Survey in July 2002..
 AA8049
 AA8049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8049
 AA8049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8049
 AA8049.The ellipsoidal height was determined by GPS observations
 AA8049.and is referenced to NAD 83.
 AA8049
 AA8049.The geoid height was determined by GEOID03.
 AA8049
 AA8049.The dynamic height is computed by dividing the NAVD 88
 AA8049.geopotential number by the normal gravity value computed on the
 AA8049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8049.degrees latitude (g = 980.6199 gals.).
 AA8049
 AA8049.The modeled gravity was interpolated from observed gravity values.
 AA8049
 AA8049;                    North         East     Units Scale Factor Converg.
 AA8049;SPC MI N     -   272,661.501 7,877,038.371   MT  1.00003771   -1 10 24.7
 AA8049;SPC MI N     -   894,558.73 25,843,301.74   iFT  1.00003771   -1 10 24.7
 AA8049;UTM  16      - 5,231,456.847   377,084.851   MT  0.99978568   -1 11 30.9
 AA8049
 AA8049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8049!SPC MI N     -   0.99997543  x   1.00003771  =   1.00001314
 AA8049!UTM  16      -   0.99997543  x   0.99978568  =   0.99976111
 AA8049
 AA8049                          SUPERSEDED SURVEY CONTROL
 AA8049
 AA8049  ELLIP H (09/21/95)  156.90   (m)                       GP(       ) 2 1
 AA8049  NAVD 88 (05/20/97)  190.39   (m)          624.6    (f) LEVELING    3  
 AA8049
 AA8049.Superseded values are not recommended for survey control.
 AA8049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8049.See file dsdata.txt to determine how the superseded data were derived.
 AA8049
 AA8049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7708531457(NAD 83)
 AA8049_MARKER: DB = BENCH MARK DISK
 AA8049_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA8049_SP_SET: BASE OF TOWER
 AA8049_STAMPING: 9041 G 1982
 AA8049_MARK LOGO: NOS   
 AA8049_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8049+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AA8049
 AA8049  HISTORY     - Date     Condition        Report By
 AA8049  HISTORY     - 1982     MONUMENTED       NOS
 AA8049  HISTORY     - 19940726 GOOD             NGS
 AA8049  HISTORY     - 19960519 GOOD             NGS
 AA8049  HISTORY     - 19960709 GOOD             NGS
 AA8049
 AA8049                          STATION DESCRIPTION
 AA8049
 AA8049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8049'NOTE--CABLE GATE IS NOT PADLOCKED.
 AA8049' 
 AA8049'STATION IS LOCATED ABOUT 11 KM (6.85 MI) NORTH OF HANCOCK, 0.8 KM
 AA8049'(0.50 MI) SOUTH OF THE EAST SIDE OF THE CONFLUENCE OF PORTAGE LAKE AND
 AA8049'LAKE SUPERIOR, IN A GRASS TRIANGLE FORMED BY 3 CONCRETE SIDEWALKS ON
 AA8049'THE GROUNDS OF THE OLD COAST GUARD STATION.  OWNERSHIP--U.S. COAST
 AA8049'GUARD, ROUTE 1, BOX 81, HANCOCK MI 49930.  CONTACT DICK OTT, PHONE
 AA8049'906-482-5620, AT THE FACILITY, OR JIM GLAZ, USCG SAULT STE MARIE,
 AA8049'PHONE 906-635-3262.
 AA8049' 
 AA8049'TO REACH FROM THE CENTER OF THE U.S. HIGHWAY 41 BRIDGE BETWEEN HANCOCK
 AA8049'AND HOUGHTON, GO NORTH, THEN WEST ON HIGHWAY 41 FOR 1.66 KM (1.05 MI)
 AA8049'TO A FORK.  KEEP LEFT, WEST, THEN NORTH ON STATE HIGHWAY 203 FOR 14.03
 AA8049'KM (8.70 MI) TO A CROSSROAD.  TURN LEFT, WEST, THEN SOUTH ON BEAR LAKE
 AA8049'ROAD FOR 0.48 KM (0.30 MI) TO CABLE GATE AT OLD COAST GUARD STATION.
 AA8049'PASS THROUGH GATE AND CONTINUE SOUTH ON PAVED ROAD FOR ABOUT 0.1 MI
 AA8049'(0.2 KM) TO THE STATION ON THE RIGHT, IN THE REAR LAWN OF AND JUST
 AA8049'SOUTH OF THE SECOND BUILDING ON THE RIGHT AFTER PASSING THROUGH THE
 AA8049'CABLE GATE.
 AA8049' 
 AA8049'STATION MARK IS A DISK SET IN THE TOP OF THE SOUTHWEST ONE OF FOUR 0.5
 AA8049'M (1.6 FT) SQUARE CONCRETE BASES FOR THE LEGS OF A NOW-REMOVED TOWER.
 AA8049'STATION PROJECTS 15 CM .  IT IS 54.3 M (178.1 FT) WEST OF THE CENTER
 AA8049'OF THE PAVED ROAD, 22.8 M (74.8 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 AA8049'CORNER OF THE SECOND WHITE BUILDING ON THE RIGHT PAST THE CABLE GATE,
 AA8049'24.4 M (80.1 FT) NORTHEAST OF A UTILITY POLE WITH LIGHT ON THE EAST
 AA8049'SIDE OF BUILDING 4, 7.0 M (23.0 FT) WEST OF THE WEST EDGE OF A
 AA8049'CONCRETE SIDEWALK AND 5.8 M (19.0 FT) NORTH OF THE NORTH EDGE OF A
 AA8049'CONCRETE SIDEWALK LEADING TO BUILDING 4.
 AA8049
 AA8049                          STATION RECOVERY (1996)
 AA8049
 AA8049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 AA8049'RECOVERED AS DESCRIBED.
 AA8049
 AA8049                          STATION RECOVERY (1996)
 AA8049
 AA8049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA8049'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AA8049'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.6 KM (0.35 MI) WESTERLY ALONG
 AA8049'BEAR LAKE ROAD, NEAR THE CENTER OF A CONCRETE FOOTING FOR A FLAG POLE
 AA8049'(FLAG POLE REMOVED) , NEAR THE CENTER OF A TRIANGULAR SHAPED GRASSY
 AA8049'AREA FORMED BY 3 SIDEWALKS, 54.3 M (178.1 FT) WEST OF THE ROAD CENTER,
 AA8049'23.0 M (75.5 FT) NORTHEAST OF THE NORTH EDGE OF A SET OF STEPS LEADING
 AA8049'TO HOUSE NUMBER 4, 22.6 M (74.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 AA8049'OF THE 2ND HOUSE SOUTH OF THE ENTRANCE GATE, 6.3 M (20.7 FT) NORTH OF
 AA8049'A SIDEWALK, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--THE
 AA8049'MONUMENT IS ON PR0PERTY OWNED BY THE U.S. COAST GUARD, ROUTE 1, BOX
 AA8049'81, HANCOCK, MI 49930, TELEPHONE NUMBER (906) 482-5620.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7634 ***********************************************************************
 AB7634  DESIGNATION -  909 9041 KEWEENAW
 AB7634  PID         -  AB7634
 AB7634  STATE/COUNTY-  MI/HOUGHTON
 AB7634  USGS QUAD   -  HANCOCK (1975)
 AB7634
 AB7634                         *CURRENT SURVEY CONTROL
 AB7634  ___________________________________________________________________
 AB7634* NAD 83(1986)-  47 13 29.     (N)    088 37 25.     (W)     SCALED    
 AB7634* NAVD 88     -       189.291  (meters)     621.03   (feet)  ADJUSTED  
 AB7634  ___________________________________________________________________
 AB7634  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 AB7634  DYNAMIC HT  -         189.324 (meters)     621.14  (feet)  COMP
 AB7634  MODELED GRAV-     980,782.3   (mgal)                       NAVD 88
 AB7634
 AB7634  VERT ORDER  -  FIRST     CLASS II
 AB7634
 AB7634.The horizontal coordinates were scaled from a topographic map and have
 AB7634.an estimated accuracy of +/- 6 seconds.
 AB7634
 AB7634.The orthometric height was determined by differential leveling
 AB7634.and adjusted by the National Geodetic Survey in July 2002..
 AB7634
 AB7634.The geoid height was determined by GEOID03.
 AB7634
 AB7634.The dynamic height is computed by dividing the NAVD 88
 AB7634.geopotential number by the normal gravity value computed on the
 AB7634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7634.degrees latitude (g = 980.6199 gals.).
 AB7634
 AB7634.The modeled gravity was interpolated from observed gravity values.
 AB7634
 AB7634;                    North         East    Units  Estimated Accuracy
 AB7634;SPC MI N     -   272,620.    7,877,040.      MT  (+/- 180 meters Scaled)
 AB7634
 AB7634                          SUPERSEDED SURVEY CONTROL
 AB7634
 AB7634.No superseded survey control is available for this station.
 AB7634
 AB7634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT770314(NAD 83)
 AB7634_MARKER: I = METAL ROD
 AB7634_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB7634_MARK LOGO: NONE  
 AB7634_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7634+STABILITY: SURFACE MOTION
 AB7634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7634+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 AB7634
 AB7634  HISTORY     - Date     Condition        Report By
 AB7634  HISTORY     - UNK      MONUMENTED       RBNF
 AB7634  HISTORY     - 19960709 GOOD             NGS
 AB7634
 AB7634                          STATION DESCRIPTION
 AB7634
 AB7634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7634'14.0 KM (8.70 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7634'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 AB7634'BEAR LAKE ROAD, 37.8 M (124.0 FT) WEST OF THE ROAD CENTER, 20.2 M
 AB7634'(66.3 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 4.6 M (15.1 FT) NORTH OF
 AB7634'THE NORTHWEST CORNER OF A BUILDING, IN LINE WITH THE WEST WALL OF THE
 AB7634'BUILDING, AND THE ROD IS BELOW THE GROUND SURFACE.  NOTE--THE MONUMENT
 AB7634'IS ON PR0PERTY OWNED BY THE U.S.  COAST GUARD, ROUTE 1, BOX 81,
 AB7634'HANCOCK, MI 49930, TELEPHONE NUMBER (906) 482-5620.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7629 ***********************************************************************
 AB7629  DESIGNATION -  909 9041 NEWMAN
 AB7629  PID         -  AB7629
 AB7629  STATE/COUNTY-  MI/HOUGHTON
 AB7629  USGS QUAD   -  HANCOCK (1975)
 AB7629
 AB7629                         *CURRENT SURVEY CONTROL
 AB7629  ___________________________________________________________________
 AB7629* NAD 83(1986)-  47 12 26.     (N)    088 37 10.     (W)     SCALED    
 AB7629* NAVD 88     -       184.642  (meters)     605.78   (feet)  ADJUSTED  
 AB7629  ___________________________________________________________________
 AB7629  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AB7629  DYNAMIC HT  -         184.673 (meters)     605.88  (feet)  COMP
 AB7629  MODELED GRAV-     980,778.3   (mgal)                       NAVD 88
 AB7629
 AB7629  VERT ORDER  -  FIRST     CLASS II
 AB7629
 AB7629.The horizontal coordinates were scaled from a topographic map and have
 AB7629.an estimated accuracy of +/- 6 seconds.
 AB7629
 AB7629.The orthometric height was determined by differential leveling
 AB7629.and adjusted by the National Geodetic Survey in July 2002..
 AB7629
 AB7629.The geoid height was determined by GEOID03.
 AB7629
 AB7629.The dynamic height is computed by dividing the NAVD 88
 AB7629.geopotential number by the normal gravity value computed on the
 AB7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7629.degrees latitude (g = 980.6199 gals.).
 AB7629
 AB7629.The modeled gravity was interpolated from observed gravity values.
 AB7629
 AB7629;                    North         East    Units  Estimated Accuracy
 AB7629;SPC MI N     -   270,670.    7,877,310.      MT  (+/- 180 meters Scaled)
 AB7629
 AB7629                          SUPERSEDED SURVEY CONTROL
 AB7629
 AB7629.No superseded survey control is available for this station.
 AB7629
 AB7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT773294(NAD 83)
 AB7629_MARKER: DS = TRIANGULATION STATION DISK
 AB7629_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AB7629_SP_SET: FOOTING
 AB7629_STAMPING: NEWMAN 1991
 AB7629_MARK LOGO: USE   
 AB7629_PROJECTION: FLUSH
 AB7629_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7629+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 AB7629
 AB7629  HISTORY     - Date     Condition        Report By
 AB7629  HISTORY     - 1991     MONUMENTED       USE
 AB7629  HISTORY     - 19960709 GOOD             NGS
 AB7629  HISTORY     - 19980929 GOOD             MIDT
 AB7629  HISTORY     - 20060621 GOOD             GEOCAC
 AB7629
 AB7629                          STATION DESCRIPTION
 AB7629
 AB7629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7629'11.7 KM (7.25 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7629'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG
 AB7629'A ROAD LEADING TO A BOAT RAMP, NEAR THE SOUTHWEST CORNER OF THE
 AB7629'CONCRETE FOOTING FOR WATERWAY LIGHT NUMBER 68 AT THE END OF A PIER,
 AB7629'17.7 M (58.1 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK AT THE CENTER
 AB7629'OF A GATE, 4.0 M (13.1 FT) SOUTH OF THE EXTENDED ROAD CENTER, AND 0.2
 AB7629'M (0.7 FT) ABOVE THE LEVEL OF THE PIER.
 AB7629
 AB7629                          STATION RECOVERY (1998)
 AB7629
 AB7629'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 AB7629'RECOVERED AS DESCRIBED.
 AB7629
 AB7629                          STATION RECOVERY (2006)
 AB7629
 AB7629'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 AB7629'NAD 83(1986)- 47 12 30.0 (N)     088 37 06.0 )W)  HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7631 ***********************************************************************
 AB7631  DESIGNATION -  909 9041 PIER
 AB7631  PID         -  AB7631
 AB7631  STATE/COUNTY-  MI/HOUGHTON
 AB7631  USGS QUAD   -  HANCOCK (1975)
 AB7631
 AB7631                         *CURRENT SURVEY CONTROL
 AB7631  ___________________________________________________________________
 AB7631* NAD 83(1986)-  47 13 01.     (N)    088 37 10.     (W)     SCALED    
 AB7631* NAVD 88     -       184.562  (meters)     605.52   (feet)  ADJUSTED  
 AB7631  ___________________________________________________________________
 AB7631  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AB7631  DYNAMIC HT  -         184.594 (meters)     605.62  (feet)  COMP
 AB7631  MODELED GRAV-     980,780.0   (mgal)                       NAVD 88
 AB7631
 AB7631  VERT ORDER  -  FIRST     CLASS II
 AB7631
 AB7631.The horizontal coordinates were scaled from a topographic map and have
 AB7631.an estimated accuracy of +/- 6 seconds.
 AB7631
 AB7631.The orthometric height was determined by differential leveling
 AB7631.and adjusted by the National Geodetic Survey in July 2002..
 AB7631
 AB7631.The geoid height was determined by GEOID03.
 AB7631
 AB7631.The dynamic height is computed by dividing the NAVD 88
 AB7631.geopotential number by the normal gravity value computed on the
 AB7631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7631.degrees latitude (g = 980.6199 gals.).
 AB7631
 AB7631.The modeled gravity was interpolated from observed gravity values.
 AB7631
 AB7631;                    North         East    Units  Estimated Accuracy
 AB7631;SPC MI N     -   271,750.    7,877,340.      MT  (+/- 180 meters Scaled)
 AB7631
 AB7631                          SUPERSEDED SURVEY CONTROL
 AB7631
 AB7631.No superseded survey control is available for this station.
 AB7631
 AB7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT773305(NAD 83)
 AB7631_MARKER: DD = SURVEY DISK
 AB7631_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB7631_SP_SET: PIER
 AB7631_STAMPING: ER L1 19
 AB7631_MARK LOGO: NONE  
 AB7631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7631+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 AB7631
 AB7631  HISTORY     - Date     Condition        Report By
 AB7631  HISTORY     - 1941     MONUMENTED       USLS
 AB7631  HISTORY     - 19960709 GOOD             NGS
 AB7631  HISTORY     - 20060621 GOOD             GEOCAC
 AB7631
 AB7631                          STATION DESCRIPTION
 AB7631
 AB7631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7631'11.7 KM (7.25 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7631'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 AB7631'A ROAD LEADING TO LILY POND, THENCE 0.4 KM (0.25 MI) NORTHWEST ALONG A
 AB7631'PIER, NEAR THE NORTH CORNER OF THE HARBOR OF REFUGE MOORING PIER, 7.7
 AB7631'M (25.3 FT) NORTHWEST OF THE NORTH MOORING POST, AND 7.6 M (24.9 FT)
 AB7631'NORTHEAST OF WATERWAY LIGHT NUMBER 70.  NOTE--THE DISK HAS BEEN
 AB7631'SCRAPED AND ALL THAT REMAINS OF THE ORIGINAL STAMPING IS AS ABOVE.
 AB7631
 AB7631                          STATION RECOVERY (2006)
 AB7631
 AB7631'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 AB7631'NAD 83(1986)- 46 13 00.9 (N)     088 37 09.0 )W)  HANDHELD GPS
 AB7631' 
 AB7631'MARK LOGO IS US LAKE SURVEY
 AB7631'THE CONCRETE PIER WALL IS LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1512 ***********************************************************************
 RL1512  TIDAL BM    -  This is a Tidal Bench Mark.
 RL1512  DESIGNATION -  909 9044 2
 RL1512  PID         -  RL1512
 RL1512  STATE/COUNTY-  MI/ONTONAGON
 RL1512  USGS QUAD   -  
 RL1512
 RL1512                         *CURRENT SURVEY CONTROL
 RL1512  ___________________________________________________________________
 RL1512* NAD 83(1986)-  46 52 42.     (N)    089 19 19.     (W)     SCALED    
 RL1512* NAVD 88     -       185.412  (meters)     608.31   (feet)  ADJUSTED  
 RL1512  ___________________________________________________________________
 RL1512  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1512  DYNAMIC HT  -         185.443 (meters)     608.41  (feet)  COMP
 RL1512  MODELED GRAV-     980,772.2   (mgal)                       NAVD 88
 RL1512
 RL1512  VERT ORDER  -  FIRST     CLASS II
 RL1512
 RL1512.The horizontal coordinates were scaled from a topographic map and have
 RL1512.an estimated accuracy of +/- 6 seconds.
 RL1512
 RL1512.The orthometric height was determined by differential leveling
 RL1512.and adjusted by the National Geodetic Survey in June 1991..
 RL1512
 RL1512.This Tidal Bench Mark is designated as VM 13375
 RL1512.by the Center for Operational Oceanographic Products and Services.
 RL1512
 RL1512.The geoid height was determined by GEOID03.
 RL1512
 RL1512.The dynamic height is computed by dividing the NAVD 88
 RL1512.geopotential number by the normal gravity value computed on the
 RL1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1512.degrees latitude (g = 980.6199 gals.).
 RL1512
 RL1512.The modeled gravity was interpolated from observed gravity values.
 RL1512
 RL1512;                    North         East    Units  Estimated Accuracy
 RL1512;SPC MI N     -   235,450.    7,823,040.      MT  (+/- 180 meters Scaled)
 RL1512
 RL1512                          SUPERSEDED SURVEY CONTROL
 RL1512
 RL1512.No superseded survey control is available for this station.
 RL1512
 RL1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS230942(NAD 83)
 RL1512_MARKER: T = CHISELED TRIANGLE
 RL1512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1512_SP_SET: WATER TABLE
 RL1512_MARK LOGO: NONE  
 RL1512_PROJECTION: FLUSH
 RL1512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1512
 RL1512  HISTORY     - Date     Condition        Report By
 RL1512  HISTORY     - 1930     MONUMENTED       RBNF
 RL1512  HISTORY     - 1987     GOOD             NOS
 RL1512  HISTORY     - 19940913 GOOD             NOS
 RL1512  HISTORY     - 19950831 GOOD             NOS
 RL1512  HISTORY     - 20010617 GOOD             USPSQD
 RL1512
 RL1512                          STATION DESCRIPTION
 RL1512
 RL1512'DESCRIBED BY NATIONAL OCEAN SERVICE 1987
 RL1512'IN ONTONAGON.
 RL1512'THIS BENCH MARK IS IN ONTONAGON, ONTONAGON COUNTY, MICHIGAN, ON THE
 RL1512'WEST SIDE OF THE ONTONAGON RIVER AT THE OLD U.S. COAST GUARD LIGHT
 RL1512'STATION, ON THE NORTHEAST CORNER OF THE LIGHTHOUSE DWELLING, 0.8 M
 RL1512'ABOVE GROUND, BEING A CHISELED CUT FORMING A TRIANGLE ON THE CORNER
 RL1512'OF THE WATER TABLE.  U.S. B.M. IS STAMPED ON THE WATER TABLE.
 RL1512
 RL1512                          STATION RECOVERY (1994)
 RL1512
 RL1512'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RL1512'RECOVERED AS DESCRIBED.
 RL1512
 RL1512                          STATION RECOVERY (1995)
 RL1512
 RL1512'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RL1512'RECOVERED AS DESCRIBED.
 RL1512
 RL1512                          STATION RECOVERY (2001)
 RL1512
 RL1512'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8280 ***********************************************************************
 AE8280  TIDAL BM    -  This is a Tidal Bench Mark.
 AE8280  DESIGNATION -  909 9044 A
 AE8280  PID         -  AE8280
 AE8280  STATE/COUNTY-  MI/ONTONAGON
 AE8280  USGS QUAD   -  
 AE8280
 AE8280                         *CURRENT SURVEY CONTROL
 AE8280  ___________________________________________________________________
 AE8280* NAD 83(1986)-  46 52 24.     (N)    089 19 13.     (W)     SCALED    
 AE8280* NAVD 88     -       186.354  (meters)     611.40   (feet)  ADJUSTED  
 AE8280  ___________________________________________________________________
 AE8280  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AE8280  DYNAMIC HT  -         186.384 (meters)     611.49  (feet)  COMP
 AE8280  MODELED GRAV-     980,770.7   (mgal)                       NAVD 88
 AE8280
 AE8280  VERT ORDER  -  SECOND    CLASS I
 AE8280
 AE8280.The horizontal coordinates were scaled from a topographic map and have
 AE8280.an estimated accuracy of +/- 6 seconds.
 AE8280
 AE8280.The orthometric height was determined by differential leveling
 AE8280.and adjusted by the National Geodetic Survey in July 1999..
 AE8280.No vertical observational check was made to the station.
 AE8280
 AE8280.This Tidal Bench Mark is designated as VM 13377
 AE8280.by the Center for Operational Oceanographic Products and Services.
 AE8280
 AE8280.The geoid height was determined by GEOID03.
 AE8280
 AE8280.The dynamic height is computed by dividing the NAVD 88
 AE8280.geopotential number by the normal gravity value computed on the
 AE8280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8280.degrees latitude (g = 980.6199 gals.).
 AE8280
 AE8280.The modeled gravity was interpolated from observed gravity values.
 AE8280
 AE8280;                    North         East    Units  Estimated Accuracy
 AE8280;SPC MI N     -   234,890.    7,823,150.      MT  (+/- 180 meters Scaled)
 AE8280
 AE8280                          SUPERSEDED SURVEY CONTROL
 AE8280
 AE8280.No superseded survey control is available for this station.
 AE8280
 AE8280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS231937(NAD 83)
 AE8280_MARKER: DB = BENCH MARK DISK
 AE8280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8280_SP_SET: BRIDGE RETAINING WALL
 AE8280_STAMPING: 909 9044 A 1977
 AE8280_MARK LOGO: NOS   
 AE8280_PROJECTION: FLUSH
 AE8280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8280+STABILITY: SURFACE MOTION
 AE8280
 AE8280  HISTORY     - Date     Condition        Report By
 AE8280  HISTORY     - 1977     MONUMENTED       NOS
 AE8280  HISTORY     - 19940913 GOOD             NOS
 AE8280  HISTORY     - 19950831 GOOD             NOS
 AE8280  HISTORY     - 20010615 GOOD             USPSQD
 AE8280  HISTORY     - 20040809 GOOD             USPSQD
 AE8280
 AE8280                          STATION DESCRIPTION
 AE8280
 AE8280'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8280'IN ONTONAGON, ON THE EAST SIDE OF THGE ONTONAGON RIVER, ON A SMALL
 AE8280'BRIDGE ON ONTONAGON STREET NEAR GITCHIE GUNIE OIL CO.  AND AT THE WEST
 AE8280'CORNER OF ONTONAGON STREET AND RIVER STREET, 67.3 FEET (20.5 M)
 AE8280'SOUTHWEST OF THE CENTERLINE OF RIVER ST., 32.5 FEET (9.9 M) NORTHWEST
 AE8280'OF THE CENTERLINE OF ONTONAGON ST., 1.0 FEET (0.3 M) NORTHWEST OF
 AE8280'CONCRETE GUARD RAIL OF BRIDGE, IN THE HIGHEST STEP OF A THREE STEP
 AE8280'RETAINING WALL SUPPORTING THE NORTH CORNER OF BRIDGE.
 AE8280
 AE8280                          STATION RECOVERY (1995)
 AE8280
 AE8280'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8280'RECOVERED AS DESCRIBED.
 AE8280
 AE8280                          STATION RECOVERY (2001)
 AE8280
 AE8280'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8280'RECOVERED IN GOOD CONDITION.
 AE8280
 AE8280                          STATION RECOVERY (2004)
 AE8280
 AE8280'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8285 ***********************************************************************
 AE8285  TIDAL BM    -  This is a Tidal Bench Mark.
 AE8285  DESIGNATION -  909 9044 CHEVY
 AE8285  PID         -  AE8285
 AE8285  STATE/COUNTY-  MI/ONTONAGON
 AE8285  USGS QUAD   -  
 AE8285
 AE8285                         *CURRENT SURVEY CONTROL
 AE8285  ___________________________________________________________________
 AE8285* NAD 83(1986)-  46 52 30.     (N)    089 19 16.     (W)     SCALED    
 AE8285* NAVD 88     -       186.346  (meters)     611.37   (feet)  ADJUSTED  
 AE8285  ___________________________________________________________________
 AE8285  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AE8285  DYNAMIC HT  -         186.376 (meters)     611.47  (feet)  COMP
 AE8285  MODELED GRAV-     980,771.2   (mgal)                       NAVD 88
 AE8285
 AE8285  VERT ORDER  -  SECOND    CLASS I
 AE8285
 AE8285.The horizontal coordinates were scaled from a topographic map and have
 AE8285.an estimated accuracy of +/- 6 seconds.
 AE8285
 AE8285.The orthometric height was determined by differential leveling
 AE8285.and adjusted by the National Geodetic Survey in October 1999..
 AE8285
 AE8285.This Tidal Bench Mark is designated as VM 13382
 AE8285.by the Center for Operational Oceanographic Products and Services.
 AE8285
 AE8285.The geoid height was determined by GEOID03.
 AE8285
 AE8285.The dynamic height is computed by dividing the NAVD 88
 AE8285.geopotential number by the normal gravity value computed on the
 AE8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8285.degrees latitude (g = 980.6199 gals.).
 AE8285
 AE8285.The modeled gravity was interpolated from observed gravity values.
 AE8285
 AE8285;                    North         East    Units  Estimated Accuracy
 AE8285;SPC MI N     -   235,070.    7,823,090.      MT  (+/- 180 meters Scaled)
 AE8285
 AE8285                          SUPERSEDED SURVEY CONTROL
 AE8285
 AE8285  NAVD 88 (07/21/99)  186.349  (m)          611.38   (f) UNKNOWN     2 1
 AE8285
 AE8285.Superseded values are not recommended for survey control.
 AE8285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8285.See file dsdata.txt to determine how the superseded data were derived.
 AE8285
 AE8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS231938(NAD 83)
 AE8285_MARKER: I = METAL ROD
 AE8285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE8285_MARK LOGO: NONE  
 AE8285_PROJECTION: FLUSH
 AE8285_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8285+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 AE8285_ROD/PIPE-DEPTH: 3.05 meters
 AE8285
 AE8285  HISTORY     - Date     Condition        Report By
 AE8285  HISTORY     - 1975     MONUMENTED       NOS
 AE8285  HISTORY     - 19940913 GOOD             NOS
 AE8285  HISTORY     - 19950831 GOOD             NOS
 AE8285  HISTORY     - 20010615 GOOD             USPSQD
 AE8285  HISTORY     - 20040809 GOOD             USPSQD
 AE8285
 AE8285                          STATION DESCRIPTION
 AE8285
 AE8285'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8285'IN THE CITY OF ONTONAGON, AT THE NORTHERLY CORNER OF LAKE AND RIVER
 AE8285'STREETS, 33.0 FEET (10.1 M) EAST OF THE CENTERLINE OF RIVER STREET,
 AE8285'12.7 FEET (3.9 M) NORTHEAST OF UTILITY POLE NO.  D731, 2.1 FEET (0.6
 AE8285'M) NORTH OF THE NORTH EDGE OF THE LAKE STREET SIDEWALK, 1.2 FEET (0.4
 AE8285'M) SOUTHWEST OF THE SOUTHWEST CORNER AND IN LINE WITH THE SOUTH FACE
 AE8285'OF THE BUILDING NOW USED AS THE RIVERVIEW SENIOR CENTER, HIGHEST POINT
 AE8285'ON 5/8 INCH COPPER COATED STEEL ROD 0.4 FEET (12.2 CM) BELOW GROUND.
 AE8285
 AE8285                          STATION RECOVERY (1995)
 AE8285
 AE8285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8285'IN THE CITY OF ONTONAGON, AT THE NORTHERLY CORNER OF LAKE AND RIVER
 AE8285'STREETS, 33.0 FEET (10.1 M) EAST OF THE CENTERLINE OF RIVER STREET,
 AE8285'12.7 FEET (3.9 M) NORTHEAST OF UTILITY POLE NO.  D731, 2.1 FEET (0.6
 AE8285'M) NORTH OF THE NORTH EDGE OF THE LAKE STREET SIDEWALK, 1.2 FEET (0.4
 AE8285'M) SOUTHWEST OF THE SOUTHWEST CORNER AND IN LINE WITH THE SOUTH FACE
 AE8285'OF THE BUILDING NOW USED AS THE RIVERVIEW SENIOR CENTER, HIGHEST POINT
 AE8285'ON 5/8 INCH COPPER COATED STEEL ROD 0.4 FEET (12.2 CM) BELOW GROUND.
 AE8285
 AE8285                          STATION RECOVERY (2001)
 AE8285
 AE8285'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8285'RECOVERED IN GOOD CONDITION.
 AE8285
 AE8285                          STATION RECOVERY (2004)
 AE8285
 AE8285'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8283 ***********************************************************************
 AE8283  TIDAL BM    -  This is a Tidal Bench Mark.
 AE8283  DESIGNATION -  909 9044 K
 AE8283  PID         -  AE8283
 AE8283  STATE/COUNTY-  MI/ONTONAGON
 AE8283  USGS QUAD   -  
 AE8283
 AE8283                         *CURRENT SURVEY CONTROL
 AE8283  ___________________________________________________________________
 AE8283* NAD 83(1986)-  46 52 40.     (N)    089 19 16.     (W)     SCALED    
 AE8283* NAVD 88     -       184.887  (meters)     606.58   (feet)  ADJUSTED  
 AE8283  ___________________________________________________________________
 AE8283  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AE8283  DYNAMIC HT  -         184.917 (meters)     606.68  (feet)  COMP
 AE8283  MODELED GRAV-     980,772.0   (mgal)                       NAVD 88
 AE8283
 AE8283  VERT ORDER  -  SECOND    CLASS I
 AE8283
 AE8283.The horizontal coordinates were scaled from a topographic map and have
 AE8283.an estimated accuracy of +/- 6 seconds.
 AE8283
 AE8283.The orthometric height was determined by differential leveling
 AE8283.and adjusted by the National Geodetic Survey in July 1999..
 AE8283.No vertical observational check was made to the station.
 AE8283
 AE8283.This Tidal Bench Mark is designated as VM 13380
 AE8283.by the Center for Operational Oceanographic Products and Services.
 AE8283
 AE8283.The geoid height was determined by GEOID03.
 AE8283
 AE8283.The dynamic height is computed by dividing the NAVD 88
 AE8283.geopotential number by the normal gravity value computed on the
 AE8283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8283.degrees latitude (g = 980.6199 gals.).
 AE8283
 AE8283.The modeled gravity was interpolated from observed gravity values.
 AE8283
 AE8283;                    North         East    Units  Estimated Accuracy
 AE8283;SPC MI N     -   235,380.    7,823,100.      MT  (+/- 180 meters Scaled)
 AE8283
 AE8283                          SUPERSEDED SURVEY CONTROL
 AE8283
 AE8283.No superseded survey control is available for this station.
 AE8283
 AE8283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS231941(NAD 83)
 AE8283_MARKER: DJ = TIDAL STATION DISK
 AE8283_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE8283+WITH SETTING: PAVEMENT
 AE8283_SP_SET: FOUNDATION
 AE8283_STAMPING: 9044 K 1987
 AE8283_MARK LOGO: NOS   
 AE8283_PROJECTION: FLUSH
 AE8283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8283+STABILITY: SURFACE MOTION
 AE8283
 AE8283  HISTORY     - Date     Condition        Report By
 AE8283  HISTORY     - 1987     MONUMENTED       NOS
 AE8283  HISTORY     - 19940913 GOOD             NOS
 AE8283  HISTORY     - 19950831 GOOD             NOS
 AE8283  HISTORY     - 20010615 GOOD             USPSQD
 AE8283  HISTORY     - 20040809 GOOD             USPSQD
 AE8283
 AE8283                          STATION DESCRIPTION
 AE8283
 AE8283'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8283'IN ONTONAGON, ON NORTHEAST SIDE OF THE ONTONAGON RIVER, ON SOUTHERN
 AE8283'MOST CORNER OF THE CONCRETE FOUNDATION OF NOS GAUGE HOUSE, 0.6 FEET
 AE8283'(18.3 CM) WEST OF THE SOUTHERN MOST CORNER, AND FLUSH WITH THE GROUND.
 AE8283
 AE8283                          STATION RECOVERY (1995)
 AE8283
 AE8283'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8283'RECOVERED AS DESCRIBED.
 AE8283
 AE8283                          STATION RECOVERY (2001)
 AE8283
 AE8283'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8283'RECOVERED IN GOOD CONDITION.
 AE8283
 AE8283                          STATION RECOVERY (2004)
 AE8283
 AE8283'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8284 ***********************************************************************
 AE8284  TIDAL BM    -  This is a Tidal Bench Mark.
 AE8284  DESIGNATION -  909 9044 VFW
 AE8284  PID         -  AE8284
 AE8284  STATE/COUNTY-  MI/ONTONAGON
 AE8284  USGS QUAD   -  
 AE8284
 AE8284                         *CURRENT SURVEY CONTROL
 AE8284  ___________________________________________________________________
 AE8284* NAD 83(1986)-  46 52 30.     (N)    089 19 19.     (W)     SCALED    
 AE8284* NAVD 88     -       186.011  (meters)     610.27   (feet)  ADJUSTED  
 AE8284  ___________________________________________________________________
 AE8284  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 AE8284  DYNAMIC HT  -         186.042 (meters)     610.37  (feet)  COMP
 AE8284  MODELED GRAV-     980,771.3   (mgal)                       NAVD 88
 AE8284
 AE8284  VERT ORDER  -  SECOND    CLASS I
 AE8284
 AE8284.The horizontal coordinates were scaled from a topographic map and have
 AE8284.an estimated accuracy of +/- 6 seconds.
 AE8284
 AE8284.The orthometric height was determined by differential leveling
 AE8284.and adjusted by the National Geodetic Survey in July 1999..
 AE8284.No vertical observational check was made to the station.
 AE8284
 AE8284.This Tidal Bench Mark is designated as VM 13381
 AE8284.by the Center for Operational Oceanographic Products and Services.
 AE8284
 AE8284.The geoid height was determined by GEOID03.
 AE8284
 AE8284.The dynamic height is computed by dividing the NAVD 88
 AE8284.geopotential number by the normal gravity value computed on the
 AE8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8284.degrees latitude (g = 980.6199 gals.).
 AE8284
 AE8284.The modeled gravity was interpolated from observed gravity values.
 AE8284
 AE8284;                    North         East    Units  Estimated Accuracy
 AE8284;SPC MI N     -   235,070.    7,823,020.      MT  (+/- 180 meters Scaled)
 AE8284
 AE8284                          SUPERSEDED SURVEY CONTROL
 AE8284
 AE8284.No superseded survey control is available for this station.
 AE8284
 AE8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS230938(NAD 83)
 AE8284_MARKER: I = METAL ROD
 AE8284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE8284_MARK LOGO: NONE  
 AE8284_PROJECTION: FLUSH
 AE8284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE8284+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 AE8284_ROD/PIPE-DEPTH: 3.05 meters
 AE8284
 AE8284  HISTORY     - Date     Condition        Report By
 AE8284  HISTORY     - 1975     MONUMENTED       NOS
 AE8284  HISTORY     - 19940913 GOOD             NOS
 AE8284  HISTORY     - 19950831 GOOD             NOS
 AE8284  HISTORY     - 20010615 GOOD             USPSQD
 AE8284  HISTORY     - 20040809 GOOD             USPSQD
 AE8284
 AE8284                          STATION DESCRIPTION
 AE8284
 AE8284'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (JRS)
 AE8284'IN THE CITY OF ONTONAGON, ON THE NORTHEAST SIDE OF THE ONTONAGON
 AE8284'RIVER, 46.6 FEET (14.2 M) SOUTHEAST OF THE VFW POST 5600 SIGN POST,
 AE8284'1.1 FEET (0.3 M) NORTHEAST OF THE NORTHEAST EDGE OF SIDEWALK, 1.0 FEET
 AE8284'(0.3 M) SOUTHWEST OF THE SOUTH CORNER OF THE VFW HALL, AND IN LINE
 AE8284'WITH THE SOUTH FACE OF BUILDING, HIGHEST POINT ON A 5/8 INCH COPPER
 AE8284'COATED STEEL ROD 0.4 FEET (12.2 CM) BELOW GROUND.
 AE8284
 AE8284                          STATION RECOVERY (1995)
 AE8284
 AE8284'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 AE8284'RECOVERED AS DESCRIBED.
 AE8284
 AE8284                          STATION RECOVERY (2001)
 AE8284
 AE8284'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AE8284'RECOVERED IN GOOD CONDITION.
 AE8284
 AE8284                          STATION RECOVERY (2004)
 AE8284
 AE8284'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AE8284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0291 ***********************************************************************
 OK0291  DESIGNATION -  911.91
 OK0291  PID         -  OK0291
 OK0291  STATE/COUNTY-  MI/KENT
 OK0291  USGS QUAD   -  EVANS (1982)
 OK0291
 OK0291                         *CURRENT SURVEY CONTROL
 OK0291  ___________________________________________________________________
 OK0291* NAD 83(1986)-  43 11 39.     (N)    085 27 18.     (W)     SCALED    
 OK0291* NAVD 88     -       277.695  (meters)     911.07   (feet)  ADJUSTED  
 OK0291  ___________________________________________________________________
 OK0291  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 OK0291  DYNAMIC HT  -         277.632 (meters)     910.86  (feet)  COMP
 OK0291  MODELED GRAV-     980,385.3   (mgal)                       NAVD 88
 OK0291
 OK0291  VERT ORDER  -  SECOND    CLASS 0
 OK0291
 OK0291.The horizontal coordinates were scaled from a topographic map and have
 OK0291.an estimated accuracy of +/- 6 seconds.
 OK0291
 OK0291.The orthometric height was determined by differential leveling
 OK0291.and adjusted by the National Geodetic Survey in June 1991..
 OK0291
 OK0291.The geoid height was determined by GEOID03.
 OK0291
 OK0291.The dynamic height is computed by dividing the NAVD 88
 OK0291.geopotential number by the normal gravity value computed on the
 OK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0291.degrees latitude (g = 980.6199 gals.).
 OK0291
 OK0291.The modeled gravity was interpolated from observed gravity values.
 OK0291
 OK0291;                    North         East    Units  Estimated Accuracy
 OK0291;SPC MI S     -   188,760.    3,911,550.      MT  (+/- 180 meters Scaled)
 OK0291
 OK0291                          SUPERSEDED SURVEY CONTROL
 OK0291
 OK0291  NGVD 29 (??/??/92)  277.819  (m)          911.48   (f) ADJ UNCH    2 0
 OK0291
 OK0291.Superseded values are not recommended for survey control.
 OK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0291.See file dsdata.txt to determine how the superseded data were derived.
 OK0291
 OK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN255835(NAD 83)
 OK0291_MARKER: Q = CHISELED SQUARE
 OK0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0291_SP_SET: GAS PUMP
 OK0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0291
 OK0291  HISTORY     - Date     Condition        Report By
 OK0291  HISTORY     - UNK      MONUMENTED       USGS
 OK0291  HISTORY     - 1934     GOOD             NGS
 OK0291
 OK0291                          STATION DESCRIPTION
 OK0291
 OK0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0291'AT EVANS.
 OK0291'AT EVANS, ON THE GRAND TRUNK RAILWAY, AT A ROAD CROSSING, 126
 OK0291'FEET NORTH OF THE NORTH RAIL, 33 FEET EAST OF THE CENTERLINE
 OK0291'OF A GRAVEL ROAD, AT THE SOUTHWEST CORNER OF A BRICK STORE
 OK0291'BUILDING ON THE TOP OF THE CONCRETE BASE OF A GAS PUMP, AND
 OK0291'ABOUT LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0125 ***********************************************************************
 OK0125  DESIGNATION -  92 1/2
 OK0125  PID         -  OK0125
 OK0125  STATE/COUNTY-  MI/CLINTON
 OK0125  USGS QUAD   -  OVID WEST (1974)
 OK0125
 OK0125                         *CURRENT SURVEY CONTROL
 OK0125  ___________________________________________________________________
 OK0125* NAD 83(1986)-  43 00 21.     (N)    084 26 47.     (W)     SCALED    
 OK0125* NAVD 88     -       230.184  (meters)     755.20   (feet)  ADJUSTED  
 OK0125  ___________________________________________________________________
 OK0125  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 OK0125  DYNAMIC HT  -         230.133 (meters)     755.03  (feet)  COMP
 OK0125  MODELED GRAV-     980,391.7   (mgal)                       NAVD 88
 OK0125
 OK0125  VERT ORDER  -  SECOND    CLASS 0
 OK0125
 OK0125.The horizontal coordinates were scaled from a topographic map and have
 OK0125.an estimated accuracy of +/- 6 seconds.
 OK0125
 OK0125.The orthometric height was determined by differential leveling
 OK0125.and adjusted by the National Geodetic Survey in June 1991..
 OK0125
 OK0125.The geoid height was determined by GEOID03.
 OK0125
 OK0125.The dynamic height is computed by dividing the NAVD 88
 OK0125.geopotential number by the normal gravity value computed on the
 OK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0125.degrees latitude (g = 980.6199 gals.).
 OK0125
 OK0125.The modeled gravity was interpolated from observed gravity values.
 OK0125
 OK0125;                    North         East    Units  Estimated Accuracy
 OK0125;SPC MI S     -   167,270.    3,993,500.      MT  (+/- 180 meters Scaled)
 OK0125
 OK0125                          SUPERSEDED SURVEY CONTROL
 OK0125
 OK0125  NGVD 29 (??/??/92)  230.326  (m)          755.66   (f) ADJ UNCH    2 0
 OK0125
 OK0125.Superseded values are not recommended for survey control.
 OK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0125.See file dsdata.txt to determine how the superseded data were derived.
 OK0125
 OK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN081646(NAD 83)
 OK0125_MARKER: Z = SEE DESCRIPTION
 OK0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0125_STAMPING: BM 92 1/2
 OK0125_MARK LOGO: GTWRR 
 OK0125_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0125+STABILITY: SURFACE MOTION
 OK0125
 OK0125  HISTORY     - Date     Condition        Report By
 OK0125  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0125  HISTORY     - 1934     GOOD             NGS
 OK0125  HISTORY     - 19940927 GOOD             LOCENG
 OK0125
 OK0125                          STATION DESCRIPTION
 OK0125
 OK0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0125'1.1 MI W FROM SHEPARDSVILLE.
 OK0125'1.1 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0125'STATION AT SHEPARDSVILLE, CLINTON COUNTY, 6 RAILS WEST OF A
 OK0125'ROAD CROSSING 46 FEET NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH
 OK0125'OF A FENCE, AND 5 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0125'PLUG, STAMPED BM NO. 92 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0125'POST.
 OK0125
 OK0125                          STATION RECOVERY (1994)
 OK0125
 OK0125'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0125'RECOVERED STATION WITH FOLLOWING ADDITION.  PLACED SURVEY MARKER
 OK0125'WITNESS POST 2.0 FT (0.6 M) NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6776 ***********************************************************************
 AA6776  DESIGNATION -  92 90A
 AA6776  PID         -  AA6776
 AA6776  STATE/COUNTY-  MI/WAYNE
 AA6776  USGS QUAD   -  INKSTER (1983)
 AA6776
 AA6776                         *CURRENT SURVEY CONTROL
 AA6776  ___________________________________________________________________
 AA6776* NAD 83(1994)-  42 18 38.02731(N)    083 21 50.87677(W)     ADJUSTED  
 AA6776* NAVD 88     -       197.4    (meters)     648.     (feet)  GPS OBS   
 AA6776  ___________________________________________________________________
 AA6776  X           -     545,896.939 (meters)                     COMP
 AA6776  Y           -  -4,692,320.218 (meters)                     COMP
 AA6776  Z           -   4,271,286.734 (meters)                     COMP
 AA6776  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AA6776  ELLIP HEIGHT-         163.27  (meters)          (07/12/02) GPS OBS
 AA6776  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA6776
 AA6776  HORZ ORDER  -  FIRST
 AA6776  ELLP ORDER  -  FOURTH    CLASS I
 AA6776
 AA6776.The horizontal coordinates were established by GPS observations
 AA6776.and adjusted by the National Geodetic Survey in February 1997..
 AA6776
 AA6776.The orthometric height was determined by GPS observations and a
 AA6776.high-resolution geoid model.
 AA6776
 AA6776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6776
 AA6776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6776
 AA6776.The ellipsoidal height was determined by GPS observations
 AA6776.and is referenced to NAD 83.
 AA6776
 AA6776.The geoid height was determined by GEOID03.
 AA6776
 AA6776;                    North         East     Units Scale Factor Converg.
 AA6776;SPC MI S     -    90,527.906 4,082,650.101   MT  0.99995680   +0 40 56.1
 AA6776;SPC MI S     -   297,007.57 13,394,521.33   iFT  0.99995680   +0 40 56.1
 AA6776;UTM  17      - 4,686,965.350   305,157.801   MT  1.00006712   -1 35 30.9
 AA6776
 AA6776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6776!SPC MI S     -   0.99997439  x   0.99995680  =   0.99993120
 AA6776!UTM  17      -   0.99997439  x   1.00006712  =   1.00004151
 AA6776
 AA6776                          SUPERSEDED SURVEY CONTROL
 AA6776
 AA6776  ELLIP H (02/03/97)  163.32   (m)                       GP(       ) 4 1
 AA6776  NAD 83(1986)-  42 18 38.03233(N)    083 21 50.90566(W) AD(       ) 1
 AA6776
 AA6776.Superseded values are not recommended for survey control.
 AA6776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6776.See file dsdata.txt to determine how the superseded data were derived.
 AA6776
 AA6776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0515886965(NAD 83)
 AA6776_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6776_STAMPING: 92-90A 1960
 AA6776_MARK LOGO: MI-163
 AA6776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6776+STABILITY: SURFACE MOTION
 AA6776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6776+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 AA6776
 AA6776  HISTORY     - Date     Condition        Report By
 AA6776  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6776  HISTORY     - 20050804 GOOD             USPSQD
 AA6776
 AA6776                          STATION DESCRIPTION
 AA6776
 AA6776'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6776'STATION IS LOCATED APPROXIMATELY 6 MILESNORTH OF DETROIT METRO AIRPORT
 AA6776'ON CHERRY HILL ROAD AT VENOY ROAD. TO REACH FROM THE INTERSECTION OF
 AA6776'M-153 (FORD ROAD) AND VENOY ROAD, PROCEED SOUTH ON VENOY ROAD FOR 1.0
 AA6776'MILE TO CHERRY HILL ROAD AND THE STATION IN THE NORTHEAST QUADRANT.
 AA6776'THE STATION IS A WAYNE COUNTY BENCHMARK BRASS CAP SET IN THE TOP OF A
 AA6776'6 INCH DIAMETER CONCRETE MONUMENT SET IN A CAST IRON MONUMENT BOX SET
 AA6776'FLUSH WITH THE SIDEWALK. THE MONUMENT IS IN THE INTERSECTION OF TWO
 AA6776'SIDEWALKS,  CENTERLINE OF CHERRY HILL IS S 0 W, 56.0 FEET, CENTERLINE
 AA6776'OF VENOY IS N 90 W, 56.0 FEET.
 AA6776
 AA6776                          STATION RECOVERY (2005)
 AA6776
 AA6776'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AA6776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0125 ***********************************************************************
 NF0125  DESIGNATION -  928
 NF0125  PID         -  NF0125
 NF0125  STATE/COUNTY-  MI/JACKSON
 NF0125  USGS QUAD   -  JACKSON NORTH (1976)
 NF0125
 NF0125                         *CURRENT SURVEY CONTROL
 NF0125  ___________________________________________________________________
 NF0125* NAD 83(1986)-  42 17 03.     (N)    084 24 54.     (W)     SCALED    
 NF0125* NAVD 88     -       282.39   (+/-2cm)     926.5    (feet)  VERTCON   
 NF0125  ___________________________________________________________________
 NF0125  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NF0125
 NF0125  VERT ORDER  -  ? (See Below)
 NF0125
 NF0125.The horizontal coordinates were scaled from a topographic map and have
 NF0125.an estimated accuracy of +/- 6 seconds.
 NF0125
 NF0125.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0125.The vertical order pertains to the NGVD 29 superseded value.
 NF0125
 NF0125.The geoid height was determined by GEOID03.
 NF0125
 NF0125;                    North         East    Units  Estimated Accuracy
 NF0125;SPC MI S     -    87,110.    3,996,010.      MT  (+/- 180 meters Scaled)
 NF0125
 NF0125                          SUPERSEDED SURVEY CONTROL
 NF0125
 NF0125  NGVD 29 (??/??/92)  282.511  (m)          926.87   (f) ADJ UNCH    ?  
 NF0125
 NF0125.Superseded values are not recommended for survey control.
 NF0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0125.See file dsdata.txt to determine how the superseded data were derived.
 NF0125
 NF0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM131845(NAD 83)
 NF0125_MARKER: Q = CHISELED SQUARE
 NF0125_SETTING: 66 = SET IN ROCK OUTCROP
 NF0125_SP_SET: GRANITE ROCK
 NF0125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF0125+STABILITY: POSITION/ELEVATION WELL
 NF0125
 NF0125  HISTORY     - Date     Condition        Report By
 NF0125  HISTORY     - UNK      MONUMENTED       USGS
 NF0125  HISTORY     - 1934     GOOD             NGS
 NF0125
 NF0125                          STATION DESCRIPTION
 NF0125
 NF0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0125'2.5 MI NW FROM JACKSON.
 NF0125'2.5 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0125'THE STATION AT JACKSON, JACKSON COUNTY, 600 FEET SOUTH OF THE
 NF0125'CENTER OF SEC. 22, T. 2 S., R. 1 W., 50 FEET SOUTH OF A ROAD
 NF0125'CROSSING, 20 FEET WEST OF THE TRACK, 15 FEET EAST OF THE ROAD,
 NF0125'AND ON A LARGE GRANITE ROCK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0127 ***********************************************************************
 OK0127  DESIGNATION -  93 1/2
 OK0127  PID         -  OK0127
 OK0127  STATE/COUNTY-  MI/CLINTON
 OK0127  USGS QUAD   -  OVID WEST (1974)
 OK0127
 OK0127                         *CURRENT SURVEY CONTROL
 OK0127  ___________________________________________________________________
 OK0127* NAD 83(1986)-  43 00 20.     (N)    084 27 58.     (W)     SCALED    
 OK0127* NAVD 88     -       229.348  (meters)     752.45   (feet)  ADJUSTED  
 OK0127  ___________________________________________________________________
 OK0127  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OK0127  DYNAMIC HT  -         229.296 (meters)     752.28  (feet)  COMP
 OK0127  MODELED GRAV-     980,391.2   (mgal)                       NAVD 88
 OK0127
 OK0127  VERT ORDER  -  SECOND    CLASS 0
 OK0127
 OK0127.The horizontal coordinates were scaled from a topographic map and have
 OK0127.an estimated accuracy of +/- 6 seconds.
 OK0127
 OK0127.The orthometric height was determined by differential leveling
 OK0127.and adjusted by the National Geodetic Survey in June 1991..
 OK0127
 OK0127.The geoid height was determined by GEOID03.
 OK0127
 OK0127.The dynamic height is computed by dividing the NAVD 88
 OK0127.geopotential number by the normal gravity value computed on the
 OK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0127.degrees latitude (g = 980.6199 gals.).
 OK0127
 OK0127.The modeled gravity was interpolated from observed gravity values.
 OK0127
 OK0127;                    North         East    Units  Estimated Accuracy
 OK0127;SPC MI S     -   167,240.    3,991,890.      MT  (+/- 180 meters Scaled)
 OK0127
 OK0127                          SUPERSEDED SURVEY CONTROL
 OK0127
 OK0127  NGVD 29 (??/??/92)  229.489  (m)          752.92   (f) ADJ UNCH    2 0
 OK0127
 OK0127.Superseded values are not recommended for survey control.
 OK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0127.See file dsdata.txt to determine how the superseded data were derived.
 OK0127
 OK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN065645(NAD 83)
 OK0127_MARKER: Z = SEE DESCRIPTION
 OK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0127_STAMPING: BM 93 1/2
 OK0127_MARK LOGO: GTWRR 
 OK0127_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0127+STABILITY: SURFACE MOTION
 OK0127
 OK0127  HISTORY     - Date     Condition        Report By
 OK0127  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0127  HISTORY     - 1934     GOOD             NGS
 OK0127  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0127  HISTORY     - 19941027 GOOD             LOCENG
 OK0127  HISTORY     - 19951027 GOOD             LOCENG
 OK0127
 OK0127                          STATION DESCRIPTION
 OK0127
 OK0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0127'4.5 MI E FROM ST JOHNS.
 OK0127'2 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0127'STATION AT SHEPARDSVILLE, CLINTON COUNTY, 8 RAILS WEST OF A
 OK0127'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 2.1 FEET SOUTH
 OK0127'OF A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0127'PLUG, STAMPED BM 93 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0127
 OK0127                          STATION RECOVERY (1974)
 OK0127
 OK0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0127'MARK NOT FOUND.
 OK0127
 OK0127                          STATION RECOVERY (1994)
 OK0127
 OK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0127'RECOVERED BENCH MARK WITH FOLLOWING ADDITION.  SET PLASTIC SURVEY
 OK0127'MARKER WITNESS POST 2.0 FT (0.6 M) SOUTH.
 OK0127
 OK0127                          STATION RECOVERY (1995)
 OK0127
 OK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0127'RECOVERED BENCH MARK WITH FOLLOWING ADDITION.  SET PLASTIC SURVEY
 OK0127'MARKER WITNESS POST 2.0 FT (0.6 M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6835 ***********************************************************************
 AA6835  DESIGNATION -  93 256A
 AA6835  PID         -  AA6835
 AA6835  STATE/COUNTY-  MI/WAYNE
 AA6835  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6835
 AA6835                         *CURRENT SURVEY CONTROL
 AA6835  ___________________________________________________________________
 AA6835* NAD 83(1994)-  42 26 04.64111(N)    083 00 07.66431(W)     ADJUSTED  
 AA6835* NAVD 88     -       191.6    (meters)     629.     (feet)  GPS OBS   
 AA6835  ___________________________________________________________________
 AA6835  X           -     574,400.572 (meters)                     COMP
 AA6835  Y           -  -4,679,554.736 (meters)                     COMP
 AA6835  Z           -   4,281,463.793 (meters)                     COMP
 AA6835  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 AA6835  ELLIP HEIGHT-         157.36  (meters)          (07/12/02) GPS OBS
 AA6835  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 AA6835
 AA6835  HORZ ORDER  -  FIRST
 AA6835  ELLP ORDER  -  FOURTH    CLASS I
 AA6835
 AA6835.The horizontal coordinates were established by GPS observations
 AA6835.and adjusted by the National Geodetic Survey in February 1997..
 AA6835
 AA6835.The orthometric height was determined by GPS observations and a
 AA6835.high-resolution geoid model.
 AA6835
 AA6835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6835
 AA6835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6835
 AA6835.The ellipsoidal height was determined by GPS observations
 AA6835.and is referenced to NAD 83.
 AA6835
 AA6835.The geoid height was determined by GEOID03.
 AA6835
 AA6835;                    North         East     Units Scale Factor Converg.
 AA6835;SPC MI S     -   104,725.471 4,112,268.501   MT  0.99993759   +0 55 43.0
 AA6835;SPC MI S     -   343,587.50 13,491,694.56   iFT  0.99993759   +0 55 43.0
 AA6835;UTM  17      - 4,699,975.566   335,318.477   MT  0.99993368   -1 21 04.5
 AA6835
 AA6835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6835!SPC MI S     -   0.99997532  x   0.99993759  =   0.99991291
 AA6835!UTM  17      -   0.99997532  x   0.99993368  =   0.99990900
 AA6835
 AA6835                          SUPERSEDED SURVEY CONTROL
 AA6835
 AA6835  ELLIP H (02/03/97)  157.40   (m)                       GP(       ) 4 1
 AA6835  NAD 83(1986)-  42 26 04.64547(N)    083 00 07.69653(W) AD(       ) 1
 AA6835
 AA6835.Superseded values are not recommended for survey control.
 AA6835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6835.See file dsdata.txt to determine how the superseded data were derived.
 AA6835
 AA6835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3531899976(NAD 83)
 AA6835_MARKER: DD = SURVEY DISK
 AA6835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6835_STAMPING: 93-256A
 AA6835_MARK LOGO: MI1260
 AA6835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6835+STABILITY: SURFACE MOTION
 AA6835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6835+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2001
 AA6835
 AA6835  HISTORY     - Date     Condition        Report By
 AA6835  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6835  HISTORY     - 19961217 GOOD             WADTRI
 AA6835  HISTORY     - 20011212 GOOD             INDIV
 AA6835
 AA6835                          STATION DESCRIPTION
 AA6835
 AA6835'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6835'STATION IS LOCATED APPROXIMATELY 1 MILENORTH OF THE DETROIT CITY
 AA6835'AIRPORT ON SEVEN MILE ROAD AT ANNOTT STREET. TO REACH FROM THE
 AA6835'INTERSECTION OF M-53 (VAN DYKE ROAD) AND SEVEN MILE ROAD PROCEED EAST
 AA6835'1.15 MILESON SEVEN MILE ROAD TO ANNOTT STREET AND THE STATION IN THE
 AA6835'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6835'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6835'CAST IRON MONUMENT BOX AND SET FLUSH WITH THE TOP OF SIDEWALK. THE
 AA6835'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.
 AA6835
 AA6835                          STATION RECOVERY (1996)
 AA6835
 AA6835'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6835'RECOVERED AS DESCRIBED.
 AA6835
 AA6835                          STATION RECOVERY (2001)
 AA6835
 AA6835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (CAA)
 AA6835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0980 ***********************************************************************
 RJ0980  DESIGNATION -  93 USLS 1894
 RJ0980  PID         -  RJ0980
 RJ0980  STATE/COUNTY-  MI/CHIPPEWA
 RJ0980  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0980
 RJ0980                         *CURRENT SURVEY CONTROL
 RJ0980  ___________________________________________________________________
 RJ0980* NAD 83(1994)-  46 14 22.53398(N)    084 07 04.13816(W)     ADJUSTED  
 RJ0980* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0980  ___________________________________________________________________
 RJ0980  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 RJ0980  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0980
 RJ0980  HORZ ORDER  -  THIRD
 RJ0980
 RJ0980.The horizontal coordinates were established by classical geodetic methods
 RJ0980.and adjusted by the National Geodetic Survey in February 1997..
 RJ0980
 RJ0980.The orthometric height was scaled from a topographic map.
 RJ0980
 RJ0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0980
 RJ0980.The geoid height was determined by GEOID03.
 RJ0980
 RJ0980;                    North         East     Units Scale Factor Converg.
 RJ0980;SPC MI N     -   165,894.876 8,222,227.351   MT  0.99990315   +2 04 59.6
 RJ0980;SPC MI N     -   544,274.53 26,975,811.52   iFT  0.99990315   +2 04 59.6
 RJ0980;SPC MI C     -   324,854.757 6,019,196.638   MT  1.00016977   +0 10 32.8
 RJ0980;SPC MI C     - 1,065,796.45 19,748,020.47   iFT  1.00016977   +0 10 32.8
 RJ0980;UTM  16      - 5,124,706.613   722,204.986   MT  1.00020699   +2 04 56.9
 RJ0980
 RJ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0980!SPC MI N     -   0.99997814  x   0.99990315  =   0.99988129
 RJ0980!SPC MI C     -   0.99997814  x   1.00016977  =   1.00014791
 RJ0980!UTM  16      -   0.99997814  x   1.00020699  =   1.00018512
 RJ0980
 RJ0980:                Primary Azimuth Mark                     Grid Az
 RJ0980:SPC MI N     -  74                                       096 39 37.7
 RJ0980:SPC MI C     -  74                                       098 34 04.5
 RJ0980:UTM  16      -  74                                       096 39 40.4
 RJ0980
 RJ0980|---------------------------------------------------------------------|
 RJ0980| PID    Reference Object                     Distance      Geod. Az  |
 RJ0980|                                                           dddmmss.s |
 RJ0980| RJ0978 74                                  APPROX. 1.1 KM 0984437.3 |
 RJ0980|---------------------------------------------------------------------|
 RJ0980
 RJ0980                          SUPERSEDED SURVEY CONTROL
 RJ0980
 RJ0980  NAD 83(1986)-  46 14 22.51298(N)    084 07 04.14034(W) AD(       ) 3
 RJ0980  NAD 27      -  46 14 22.45800(N)    084 07 04.04900(W) AD(       ) 3
 RJ0980
 RJ0980.Superseded values are not recommended for survey control.
 RJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0980.See file dsdata.txt to determine how the superseded data were derived.
 RJ0980
 RJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2220524707(NAD 83)
 RJ0980_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0980_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0980+STABILITY: SURFACE MOTION
 RJ0980
 RJ0980  HISTORY     - Date     Condition        Report By
 RJ0980  HISTORY     - 1894     MONUMENTED       USLS
 RJ0980  HISTORY     - 1968     GOOD             USE
 RJ0980
 RJ0980                          STATION DESCRIPTION
 RJ0980
 RJ0980'DESCRIBED BY US LAKE SURVEY 1894
 RJ0980'ON THE SE CORNER OF NEEBISH ISLAND, NEAR THE JUNCTION OF THE MUNUSCONG
 RJ0980'CHANNEL AND LAKE MUNUSCONG, ACROSS FROM EVERENS POINT.  IT IS ABOUT
 RJ0980'1/2 MILE N OF THE EXTREME SE POINT OF THE ISLAND, 100 FEET IN FROM
 RJ0980'THE CHANNEL, 500 FEET UPSTREAM FROM A COTTAGE VISIBLE FROM THE
 RJ0980'RIVER, AND IN A SMALL CLEARING INSIDE THE BUSHES ALONG THE SHORE.
 RJ0980'IT IS 2 FEET ABOVE WATER LEVEL
 RJ0980'
 RJ0980'STATION MARK IS A DRILL HOLE WITH LETTERS---U S---IN A SQUARED
 RJ0980'ROCK WHOSE TOP IS 2 FEET UNDERGROUND.  THE CEDAR POST OVER THE MARK
 RJ0980'WAS REPLACED BY A STANDARD I B C BRONZE DISK SET IN THE TOP OF A
 RJ0980'7-INCH CYLINDER OF CONCRETE 20 INCHES LONG, WITH THE TOP PROJECTING
 RJ0980'6 INCHES ABOVE GROUND IN A SMALL CAIRN.
 RJ0980
 RJ0980                          STATION RECOVERY (1968)
 RJ0980
 RJ0980'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0020 ***********************************************************************
 NF0020  DESIGNATION -  935
 NF0020  PID         -  NF0020
 NF0020  STATE/COUNTY-  MI/INGHAM
 NF0020  USGS QUAD   -  MILLVILLE (1973)
 NF0020
 NF0020                         *CURRENT SURVEY CONTROL
 NF0020  ___________________________________________________________________
 NF0020* NAD 83(1986)-  42 36 00.     (N)    084 13 20.     (W)     SCALED    
 NF0020* NAVD 88     -       284.664  (meters)     933.94   (feet)  ADJUSTED  
 NF0020  ___________________________________________________________________
 NF0020  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0020  DYNAMIC HT  -         284.584 (meters)     933.67  (feet)  COMP
 NF0020  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NF0020
 NF0020  VERT ORDER  -  SECOND    CLASS 0
 NF0020
 NF0020.The horizontal coordinates were scaled from a topographic map and have
 NF0020.an estimated accuracy of +/- 6 seconds.
 NF0020
 NF0020.The orthometric height was determined by differential leveling
 NF0020.and adjusted by the National Geodetic Survey in June 1991..
 NF0020
 NF0020.The geoid height was determined by GEOID03.
 NF0020
 NF0020.The dynamic height is computed by dividing the NAVD 88
 NF0020.geopotential number by the normal gravity value computed on the
 NF0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0020.degrees latitude (g = 980.6199 gals.).
 NF0020
 NF0020.The modeled gravity was interpolated from observed gravity values.
 NF0020
 NF0020;                    North         East    Units  Estimated Accuracy
 NF0020;SPC MI S     -   122,200.    4,011,850.      MT  (+/- 180 meters Scaled)
 NF0020
 NF0020                          SUPERSEDED SURVEY CONTROL
 NF0020
 NF0020  NGVD 29 (??/??/92)  284.794  (m)          934.36   (f) ADJ UNCH    2 0
 NF0020
 NF0020.Superseded values are not recommended for survey control.
 NF0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0020.See file dsdata.txt to determine how the superseded data were derived.
 NF0020
 NF0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN278201(NAD 83)
 NF0020_MARKER: DD = SURVEY DISK
 NF0020_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0020_SP_SET: BUILDING
 NF0020_STAMPING: 935 1934
 NF0020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0020
 NF0020  HISTORY     - Date     Condition        Report By
 NF0020  HISTORY     - 1934     MONUMENTED       USGS
 NF0020  HISTORY     - 1934     GOOD             NGS
 NF0020  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0020  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0020
 NF0020                          STATION DESCRIPTION
 NF0020
 NF0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0020'AT VANTOWN.
 NF0020'AT VANTOWN, INGHAM COUNTY, ON COUNTY HIGHWAY 428, IN THE WEST
 NF0020'FACE OF THE MEMORIAL M.P. CHURCH, 19 YARDS SOUTHEAST OF THE
 NF0020'INTERSECTION WITH A NORTH-AND-SOUTH ROAD, 1.1 FEET SOUTH OF
 NF0020'THE NORTHWEST CORNER OF THE BUILDING, AND 3.4 FEET ABOVE GROUND.
 NF0020'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 935
 NF0020'1934 AND SET VERTICALLY.
 NF0020
 NF0020                          STATION RECOVERY (1977)
 NF0020
 NF0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0020'MARK NOT FOUND.
 NF0020
 NF0020                          STATION RECOVERY (2003)
 NF0020
 NF0020'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0020'THE ORIGINAL CHURCH HAS BEEN REMOVED AND A NEW CHURCH HAS BEEN
 NF0020'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1378 ***********************************************************************
 RL1378  DESIGNATION -  939.2
 RL1378  PID         -  RL1378
 RL1378  STATE/COUNTY-  MI/ONTONAGON
 RL1378  USGS QUAD   -  BERGLAND NE (1975)
 RL1378
 RL1378                         *CURRENT SURVEY CONTROL
 RL1378  ___________________________________________________________________
 RL1378* NAD 83(1986)-  46 44 40.     (N)    089 33 57.     (W)     SCALED    
 RL1378* NAVD 88     -       286.291  (meters)     939.27   (feet)  ADJUSTED  
 RL1378  ___________________________________________________________________
 RL1378  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1378  DYNAMIC HT  -         286.330 (meters)     939.40  (feet)  COMP
 RL1378  MODELED GRAV-     980,739.2   (mgal)                       NAVD 88
 RL1378
 RL1378  VERT ORDER  -  SECOND    CLASS 0
 RL1378
 RL1378.The horizontal coordinates were scaled from a topographic map and have
 RL1378.an estimated accuracy of +/- 6 seconds.
 RL1378
 RL1378.The orthometric height was determined by differential leveling
 RL1378.and adjusted by the National Geodetic Survey in June 1991..
 RL1378
 RL1378.The geoid height was determined by GEOID03.
 RL1378
 RL1378.The dynamic height is computed by dividing the NAVD 88
 RL1378.geopotential number by the normal gravity value computed on the
 RL1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1378.degrees latitude (g = 980.6199 gals.).
 RL1378
 RL1378.The modeled gravity was interpolated from observed gravity values.
 RL1378
 RL1378;                    North         East    Units  Estimated Accuracy
 RL1378;SPC MI N     -   221,140.    7,803,970.      MT  (+/- 180 meters Scaled)
 RL1378
 RL1378                          SUPERSEDED SURVEY CONTROL
 RL1378
 RL1378  NGVD 29 (??/??/92)  286.320  (m)          939.37   (f) ADJ UNCH    2 0
 RL1378
 RL1378.Superseded values are not recommended for survey control.
 RL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1378.See file dsdata.txt to determine how the superseded data were derived.
 RL1378
 RL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS040799(NAD 83)
 RL1378_MARKER: B = BOLT
 RL1378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1378_SP_SET: PINE TREE ROOT
 RL1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1378
 RL1378  HISTORY     - Date     Condition        Report By
 RL1378  HISTORY     - UNK      MONUMENTED       USGS
 RL1378  HISTORY     - 1948     GOOD             NGS
 RL1378  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1378  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1378  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1378
 RL1378                          STATION DESCRIPTION
 RL1378
 RL1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1378'0.7 MI SE FROM WHITE PINE.
 RL1378'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1378'SCHOOL AT WHITE PINE, ABOUT 0.5 MILE SOUTH OF A 12-FOOT WOODEN
 RL1378'BRIDGE, 126 FEET NORTHWEST OF THE CENTER LINE OF A SIDE ROAD
 RL1378'NORTHEAST, 48 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RL1378'SET IN THE NORTHWEST ROOT OF A 6-INCH PINE TREE.
 RL1378
 RL1378                          STATION RECOVERY (1987)
 RL1378
 RL1378'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1378'MARK NOT FOUND.
 RL1378
 RL1378                          STATION RECOVERY (1995)
 RL1378
 RL1378'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1378'MARK NOT FOUND.
 RL1378
 RL1378                          STATION RECOVERY (2004)
 RL1378
 RL1378'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0128 ***********************************************************************
 OK0128  DESIGNATION -  94 1/2
 OK0128  PID         -  OK0128
 OK0128  STATE/COUNTY-  MI/CLINTON
 OK0128  USGS QUAD   -  OVID WEST (1974)
 OK0128
 OK0128                         *CURRENT SURVEY CONTROL
 OK0128  ___________________________________________________________________
 OK0128* NAD 83(1986)-  43 00 19.     (N)    084 29 09.     (W)     SCALED    
 OK0128* NAVD 88     -       229.709  (meters)     753.64   (feet)  ADJUSTED  
 OK0128  ___________________________________________________________________
 OK0128  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OK0128  DYNAMIC HT  -         229.658 (meters)     753.47  (feet)  COMP
 OK0128  MODELED GRAV-     980,390.6   (mgal)                       NAVD 88
 OK0128
 OK0128  VERT ORDER  -  SECOND    CLASS 0
 OK0128
 OK0128.The horizontal coordinates were scaled from a topographic map and have
 OK0128.an estimated accuracy of +/- 6 seconds.
 OK0128
 OK0128.The orthometric height was determined by differential leveling
 OK0128.and adjusted by the National Geodetic Survey in June 1991..
 OK0128
 OK0128.The geoid height was determined by GEOID03.
 OK0128
 OK0128.The dynamic height is computed by dividing the NAVD 88
 OK0128.geopotential number by the normal gravity value computed on the
 OK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0128.degrees latitude (g = 980.6199 gals.).
 OK0128
 OK0128.The modeled gravity was interpolated from observed gravity values.
 OK0128
 OK0128;                    North         East    Units  Estimated Accuracy
 OK0128;SPC MI S     -   167,210.    3,990,290.      MT  (+/- 180 meters Scaled)
 OK0128
 OK0128                          SUPERSEDED SURVEY CONTROL
 OK0128
 OK0128  NGVD 29 (??/??/92)  229.851  (m)          754.10   (f) ADJ UNCH    2 0
 OK0128
 OK0128.Superseded values are not recommended for survey control.
 OK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0128.See file dsdata.txt to determine how the superseded data were derived.
 OK0128
 OK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN049644(NAD 83)
 OK0128_MARKER: Z = SEE DESCRIPTION
 OK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0128_STAMPING: BM 94 1/2
 OK0128_MARK LOGO: GTWRR 
 OK0128_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0128+STABILITY: SURFACE MOTION
 OK0128
 OK0128  HISTORY     - Date     Condition        Report By
 OK0128  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0128  HISTORY     - 1934     GOOD             NGS
 OK0128  HISTORY     - 19941027 POOR             LOCENG
 OK0128  HISTORY     - 19951027 POOR             LOCENG
 OK0128
 OK0128                          STATION DESCRIPTION
 OK0128
 OK0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0128'3.5 MI E FROM ST JOHNS.
 OK0128'3.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0128'STATION AT SAINT JOHNS, CLINTON COUNTY, 12 RAILS WEST OF A
 OK0128'ROAD CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 1.5 FEET SOUTH
 OK0128'OF A FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0128'PLUG, STAMPED BM 94 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0128
 OK0128                          STATION RECOVERY (1994)
 OK0128
 OK0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0128'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  LEANING TO NORTH
 OK0128'A LITTLE.  SET PLASTIC SURVEY MARKER POST 2.0 FT (0.6 M) SOUTH.
 OK0128
 OK0128                          STATION RECOVERY (1995)
 OK0128
 OK0128'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0128'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  LEANING TO NORTH
 OK0128'A LITTLE.  SET PLASTIC SURVEY MARKER POST 2.0 FT (0.6 M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6842 ***********************************************************************
 AA6842  DESIGNATION -  94 250
 AA6842  PID         -  AA6842
 AA6842  STATE/COUNTY-  MI/WAYNE
 AA6842  USGS QUAD   -  GROSSE POINTE (1983)
 AA6842
 AA6842                         *CURRENT SURVEY CONTROL
 AA6842  ___________________________________________________________________
 AA6842* NAD 83(1994)-  42 26 05.32836(N)    082 59 41.06679(W)     ADJUSTED  
 AA6842* NAVD 88     -       190.4    (meters)     625.     (feet)  GPS OBS   
 AA6842  ___________________________________________________________________
 AA6842  X           -     575,002.128 (meters)                     COMP
 AA6842  Y           -  -4,679,465.489 (meters)                     COMP
 AA6842  Z           -   4,281,478.581 (meters)                     COMP
 AA6842  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 AA6842  ELLIP HEIGHT-         156.08  (meters)          (07/12/02) GPS OBS
 AA6842  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AA6842
 AA6842  HORZ ORDER  -  FIRST
 AA6842  ELLP ORDER  -  FOURTH    CLASS I
 AA6842
 AA6842.The horizontal coordinates were established by GPS observations
 AA6842.and adjusted by the National Geodetic Survey in February 1997..
 AA6842
 AA6842.The orthometric height was determined by GPS observations and a
 AA6842.high-resolution geoid model.
 AA6842
 AA6842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6842
 AA6842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6842
 AA6842.The ellipsoidal height was determined by GPS observations
 AA6842.and is referenced to NAD 83.
 AA6842
 AA6842.The geoid height was determined by GEOID03.
 AA6842
 AA6842;                    North         East     Units Scale Factor Converg.
 AA6842;SPC MI S     -   104,756.551 4,112,875.973   MT  0.99993756   +0 56 01.1
 AA6842;SPC MI S     -   343,689.47 13,493,687.58   iFT  0.99993756   +0 56 01.1
 AA6842;UTM  17      - 4,699,982.456   335,926.701   MT  0.99993122   -1 20 46.5
 AA6842
 AA6842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6842!SPC MI S     -   0.99997552  x   0.99993756  =   0.99991308
 AA6842!UTM  17      -   0.99997552  x   0.99993122  =   0.99990674
 AA6842
 AA6842                          SUPERSEDED SURVEY CONTROL
 AA6842
 AA6842  ELLIP H (02/03/97)  156.12   (m)                       GP(       ) 4 1
 AA6842  NAD 83(1986)-  42 26 05.33272(N)    082 59 41.09901(W) AD(       ) 1
 AA6842
 AA6842.Superseded values are not recommended for survey control.
 AA6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6842.See file dsdata.txt to determine how the superseded data were derived.
 AA6842
 AA6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3592799982(NAD 83)
 AA6842_MARKER: DD = SURVEY DISK
 AA6842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6842_STAMPING: 94-250 1960
 AA6842_MARK LOGO: MI1260
 AA6842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6842+STABILITY: SURFACE MOTION
 AA6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6842+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AA6842
 AA6842  HISTORY     - Date     Condition        Report By
 AA6842  HISTORY     - 1994     MONUMENTED       WADTRI
 AA6842  HISTORY     - 19961217 GOOD             WADTRI
 AA6842  HISTORY     - 20021012 GOOD             USPSQD
 AA6842
 AA6842                          STATION DESCRIPTION
 AA6842
 AA6842'DESCRIBED BY WADE-TRIM INCORPORATED 1994 (MTM)
 AA6842'STATION IS LOCATED APPROXIMATELY 1 MILENORTH OF THE DETROIT CITY
 AA6842'AIRPORT ON SEVEN MILE ROAD AT WALTHAM ROAD. TO REACH FROM THE
 AA6842'INTERSECTION OF M-53 (VAN DYKE ROAD) AND SEVEN MILE ROAD PROCEED EAST
 AA6842'1.45 MILESON SEVEN MILE ROAD TO WALTHAM ROAD AND THE STATION IN THE
 AA6842'NORTHEAST QUADRANT. THE STATION IS A CITY OF DETROIT BENCHMARK BRASS
 AA6842'CAP SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT SET IN A
 AA6842'CAST IRON MONUMENT BOX AND SET FLUSH WITH THE TOP OF SIDEWALK. THE
 AA6842'MONUMENT IS IN THE CENTERLINE INTERSECTION OF TWO SIDEWALKS.
 AA6842
 AA6842                          STATION RECOVERY (1996)
 AA6842
 AA6842'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1996 (JEK)
 AA6842'RECOVERED AS DESCRIBED.
 AA6842
 AA6842                          STATION RECOVERY (2002)
 AA6842
 AA6842'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 AA6842'NEW DIRECTIONS TO MARKER - 18 FEET NORTH OF NORTH CURB OF 7 MILE RD.
 AA6842'10 FEET EAST OF WEST CURB OF WALTHAM RD. MARKER IN CAST IRON BOX IS
 AA6842'NOT IN INTERSECTION OF 2 SIDEWALKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1346 ***********************************************************************
 RL1346  DESIGNATION -  941.8
 RL1346  PID         -  RL1346
 RL1346  STATE/COUNTY-  MI/ONTONAGON
 RL1346  USGS QUAD   -  WHITE PINE (1956)
 RL1346
 RL1346                         *CURRENT SURVEY CONTROL
 RL1346  ___________________________________________________________________
 RL1346* NAD 83(1986)-  46 45 51.     (N)    089 37 16.     (W)     SCALED    
 RL1346* NAVD 88     -       287.154  (meters)     942.10   (feet)  ADJUSTED  
 RL1346  ___________________________________________________________________
 RL1346  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1346  DYNAMIC HT  -         287.192 (meters)     942.23  (feet)  COMP
 RL1346  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 RL1346
 RL1346  VERT ORDER  -  SECOND    CLASS 0
 RL1346
 RL1346.The horizontal coordinates were scaled from a topographic map and have
 RL1346.an estimated accuracy of +/- 6 seconds.
 RL1346
 RL1346.The orthometric height was determined by differential leveling
 RL1346.and adjusted by the National Geodetic Survey in June 1991..
 RL1346
 RL1346.The geoid height was determined by GEOID03.
 RL1346
 RL1346.The dynamic height is computed by dividing the NAVD 88
 RL1346.geopotential number by the normal gravity value computed on the
 RL1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1346.degrees latitude (g = 980.6199 gals.).
 RL1346
 RL1346.The modeled gravity was interpolated from observed gravity values.
 RL1346
 RL1346;                    North         East    Units  Estimated Accuracy
 RL1346;SPC MI N     -   223,470.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1346
 RL1346                          SUPERSEDED SURVEY CONTROL
 RL1346
 RL1346  NGVD 29 (??/??/92)  287.180  (m)          942.19   (f) ADJ UNCH    2 0
 RL1346
 RL1346.Superseded values are not recommended for survey control.
 RL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1346.See file dsdata.txt to determine how the superseded data were derived.
 RL1346
 RL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998822(NAD 83)
 RL1346_MARKER: N = NAIL
 RL1346_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1346_SP_SET: BIRCH TREE
 RL1346_STAMPING: USGS BM
 RL1346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1346
 RL1346  HISTORY     - Date     Condition        Report By
 RL1346  HISTORY     - UNK      MONUMENTED       USGS
 RL1346  HISTORY     - 1948     GOOD             NGS
 RL1346  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1346  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1346
 RL1346                          STATION DESCRIPTION
 RL1346
 RL1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1346'6.4 MI SW FROM SILVER CITY.
 RL1346'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1346'INTERSECTION WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.85
 RL1346'MILES SOUTH ALONG THE NONESUCH MINE ROAD, 0.2 MILE SOUTH OF A SIDE
 RL1346'ROAD WEST, 0.15 MILE SOUTH OF AN ABANDONED STEEL BRIDGE, AT A
 RL1346'DIM CROSS ROAD, IN A VERY SMALL CLEARING ON THE NORTHEAST SIDE
 RL1346'OF THE ROAD, 17 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RL1346'23 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 14 FEET NORTHWEST
 RL1346'OF BENCH MARK C 136, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL1346'NORTHWEST ROOT OF AN 18-INCH BIRCH TREE.
 RL1346
 RL1346                          STATION RECOVERY (1988)
 RL1346
 RL1346'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1346'MARK NOT FOUND.
 RL1346
 RL1346                          STATION RECOVERY (2004)
 RL1346
 RL1346'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0376 ***********************************************************************
 NE0376  DESIGNATION -  944 USLS RESET 1962
 NE0376  PID         -  NE0376
 NE0376  STATE/COUNTY-  MI/OAKLAND
 NE0376  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0376
 NE0376                         *CURRENT SURVEY CONTROL
 NE0376  ___________________________________________________________________
 NE0376* NAD 83(1986)-  42 38 19.     (N)    083 17 35.     (W)     SCALED    
 NE0376* NAVD 88     -       286.97   (+/-2cm)     941.5    (feet)  VERTCON   
 NE0376  ___________________________________________________________________
 NE0376  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NE0376
 NE0376  VERT ORDER  -  THIRD (See Below)
 NE0376
 NE0376.The horizontal coordinates were scaled from a topographic map and have
 NE0376.an estimated accuracy of +/- 6 seconds.
 NE0376
 NE0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0376.The vertical order pertains to the NGVD 29 superseded value.
 NE0376
 NE0376.The geoid height was determined by GEOID03.
 NE0376
 NE0376;                    North         East    Units  Estimated Accuracy
 NE0376;SPC MI S     -   127,040.    4,088,050.      MT  (+/- 180 meters Scaled)
 NE0376
 NE0376                          SUPERSEDED SURVEY CONTROL
 NE0376
 NE0376  NGVD 29 (03/27/06)  287.08   (m)          941.9    (f) RESET       3  
 NE0376
 NE0376.Superseded values are not recommended for survey control.
 NE0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0376.See file dsdata.txt to determine how the superseded data were derived.
 NE0376
 NE0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH120232(NAD 83)
 NE0376_MARKER: DD = SURVEY DISK
 NE0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0376_SP_SET: WALL
 NE0376_STAMPING: 944 RESET 1962
 NE0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0376
 NE0376  HISTORY     - Date     Condition        Report By
 NE0376  HISTORY     - 1962     MONUMENTED       MI-125
 NE0376  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE0376
 NE0376                          STATION DESCRIPTION
 NE0376
 NE0376'DESCRIBED BY OAKLAND COUNTY MICHIGAN 1962
 NE0376'AT PONTIAC.
 NE0376'AT PONTIAC, 50 FEET NORTH AND 49 FEET EAST OF THE INTERSECTION
 NE0376'OF SAGINAW AND HURON STREETS AT THE SOUTHWEST CORNER OF WAITES
 NE0376'DEPARTMENT STORE BUILDING, AND SET IN THE SOUTH WALL.
 NE0376
 NE0376                          STATION RECOVERY (2002)
 NE0376
 NE0376'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHJ)
 NE0376'PRESENT SITE OF 50TH DISTRICT COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0133 ***********************************************************************
 NF0133  DESIGNATION -  946
 NF0133  PID         -  NF0133
 NF0133  STATE/COUNTY-  MI/JACKSON
 NF0133  USGS QUAD   -  MICHIGAN CENTER (1971)
 NF0133
 NF0133                         *CURRENT SURVEY CONTROL
 NF0133  ___________________________________________________________________
 NF0133* NAD 83(1986)-  42 13 56.     (N)    084 19 38.     (W)     SCALED    
 NF0133* NAVD 88     -       287.997  (meters)     944.87   (feet)  ADJUSTED  
 NF0133  ___________________________________________________________________
 NF0133  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NF0133  DYNAMIC HT  -         287.893 (meters)     944.53  (feet)  COMP
 NF0133  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 NF0133
 NF0133  VERT ORDER  -  FIRST     CLASS II
 NF0133
 NF0133.The horizontal coordinates were scaled from a topographic map and have
 NF0133.an estimated accuracy of +/- 6 seconds.
 NF0133
 NF0133.The orthometric height was determined by differential leveling
 NF0133.and adjusted by the National Geodetic Survey in June 1991..
 NF0133
 NF0133.The geoid height was determined by GEOID03.
 NF0133
 NF0133.The dynamic height is computed by dividing the NAVD 88
 NF0133.geopotential number by the normal gravity value computed on the
 NF0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0133.degrees latitude (g = 980.6199 gals.).
 NF0133
 NF0133.The modeled gravity was interpolated from observed gravity values.
 NF0133
 NF0133;                    North         East    Units  Estimated Accuracy
 NF0133;SPC MI S     -    81,340.    4,003,260.      MT  (+/- 180 meters Scaled)
 NF0133
 NF0133                          SUPERSEDED SURVEY CONTROL
 NF0133
 NF0133.No superseded survey control is available for this station.
 NF0133
 NF0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM205790(NAD 83)
 NF0133_MARKER: P = PIPE CAP
 NF0133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0133_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0133_STAMPING: MICH 946
 NF0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0133
 NF0133  HISTORY     - Date     Condition        Report By
 NF0133  HISTORY     - UNK      MONUMENTED       USGS
 NF0133  HISTORY     - 1934     GOOD             NGS
 NF0133  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0133
 NF0133                          STATION DESCRIPTION
 NF0133
 NF0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0133'2.8 MI E FROM MICHIGAN CENTER.
 NF0133'AT MICHIGAN CENTER, JACKSON COUNTY, ON THE MICHIGAN CENTRAL
 NF0133'RAILROAD, AT THE CROSSING OF MAIN STREET, AND AT THE NORTHWEST
 NF0133'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NF0133'STAMPED MICH 946 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 NF0133'PIPE PROJECTING 1 FOOT ABOVE GROUND.
 NF0133
 NF0133                          STATION RECOVERY (1985)
 NF0133
 NF0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0130 ***********************************************************************
 OK0130  DESIGNATION -  95 1/2
 OK0130  PID         -  OK0130
 OK0130  STATE/COUNTY-  MI/CLINTON
 OK0130  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0130
 OK0130                         *CURRENT SURVEY CONTROL
 OK0130  ___________________________________________________________________
 OK0130* NAD 83(1986)-  43 00 19.     (N)    084 30 18.     (W)     SCALED    
 OK0130* NAVD 88     -       231.642  (meters)     759.98   (feet)  ADJUSTED  
 OK0130  ___________________________________________________________________
 OK0130  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OK0130  DYNAMIC HT  -         231.590 (meters)     759.81  (feet)  COMP
 OK0130  MODELED GRAV-     980,390.0   (mgal)                       NAVD 88
 OK0130
 OK0130  VERT ORDER  -  SECOND    CLASS 0
 OK0130
 OK0130.The horizontal coordinates were scaled from a topographic map and have
 OK0130.an estimated accuracy of +/- 6 seconds.
 OK0130
 OK0130.The orthometric height was determined by differential leveling
 OK0130.and adjusted by the National Geodetic Survey in June 1991..
 OK0130
 OK0130.The geoid height was determined by GEOID03.
 OK0130
 OK0130.The dynamic height is computed by dividing the NAVD 88
 OK0130.geopotential number by the normal gravity value computed on the
 OK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0130.degrees latitude (g = 980.6199 gals.).
 OK0130
 OK0130.The modeled gravity was interpolated from observed gravity values.
 OK0130
 OK0130;                    North         East    Units  Estimated Accuracy
 OK0130;SPC MI S     -   167,210.    3,988,720.      MT  (+/- 180 meters Scaled)
 OK0130
 OK0130                          SUPERSEDED SURVEY CONTROL
 OK0130
 OK0130  NGVD 29 (??/??/92)  231.782  (m)          760.44   (f) ADJ UNCH    2 0
 OK0130
 OK0130.Superseded values are not recommended for survey control.
 OK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0130.See file dsdata.txt to determine how the superseded data were derived.
 OK0130
 OK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN033644(NAD 83)
 OK0130_MARKER: Z = SEE DESCRIPTION
 OK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0130_STAMPING: BM 95 1/2
 OK0130_MARK LOGO: GTWRR 
 OK0130_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0130+STABILITY: SURFACE MOTION
 OK0130
 OK0130  HISTORY     - Date     Condition        Report By
 OK0130  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0130  HISTORY     - 1934     GOOD             NGS
 OK0130  HISTORY     - 19941024 GOOD             LOCENG
 OK0130  HISTORY     - 19951024 GOOD             LOCENG
 OK0130
 OK0130                          STATION DESCRIPTION
 OK0130
 OK0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0130'2.5 MI E FROM ST JOHNS.
 OK0130'2.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0130'STATION AT SAINT JOHNS, CLINTON COUNTY, 12 RAILS WEST OF A ROAD
 OK0130'CROSSING, 46 FEET NORTH OF THE NORTH RAIL, 1.8 FEET SOUTH OF A
 OK0130'FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0130'PLUG, STAMPED BM 95 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0130
 OK0130                          STATION RECOVERY (1994)
 OK0130
 OK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0130'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  TOP OF MONUMENT
 OK0130'IS STARTING TO BREAK UP.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0130'(0.6 M) SOUTH.
 OK0130
 OK0130                          STATION RECOVERY (1995)
 OK0130
 OK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0130'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  TOP OF MONUMENT
 OK0130'IS STARTING TO BREAK UP.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0130'(0.6 M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8069 ***********************************************************************
 AA8069  CBN         -  This is a Cooperative Base Network Control Station.
 AA8069  DESIGNATION -  95 WR
 AA8069  PID         -  AA8069
 AA8069  STATE/COUNTY-  MI/MECOSTA
 AA8069  USGS QUAD   -  LAKEVIEW (1985)
 AA8069
 AA8069                         *CURRENT SURVEY CONTROL
 AA8069  ___________________________________________________________________
 AA8069* NAD 83(1994)-  43 29 24.67024(N)    085 20 32.86256(W)     ADJUSTED  
 AA8069* NAVD 88     -       303.3    (meters)     995.     (feet)  GPS OBS   
 AA8069  ___________________________________________________________________
 AA8069  X           -     376,348.385 (meters)                     COMP
 AA8069  Y           -  -4,619,534.203 (meters)                     COMP
 AA8069  Z           -   4,367,357.101 (meters)                     COMP
 AA8069  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 AA8069  ELLIP HEIGHT-         270.70  (meters)          (07/12/02) GPS OBS
 AA8069  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 AA8069
 AA8069  HORZ ORDER  -  B
 AA8069  ELLP ORDER  -  FOURTH    CLASS II
 AA8069
 AA8069.The horizontal coordinates were established by GPS observations
 AA8069.and adjusted by the National Geodetic Survey in September 1995..
 AA8069
 AA8069.The orthometric height was determined by GPS observations and a
 AA8069.high-resolution geoid model.
 AA8069
 AA8069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8069
 AA8069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8069
 AA8069.The ellipsoidal height was determined by GPS observations
 AA8069.and is referenced to NAD 83.
 AA8069
 AA8069.The geoid height was determined by GEOID03.
 AA8069
 AA8069;                    North         East     Units Scale Factor Converg.
 AA8069;SPC MI S     -   221,528.580 3,921,072.864   MT  0.99996264   -0 39 50.6
 AA8069;SPC MI S     -   726,799.80 12,864,412.28   iFT  0.99996264   -0 39 50.6
 AA8069;UTM  16      - 4,816,585.903   634,025.279   MT  0.99982095   +1 08 27.4
 AA8069
 AA8069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8069!SPC MI S     -   0.99995755  x   0.99996264  =   0.99992019
 AA8069!UTM  16      -   0.99995755  x   0.99982095  =   0.99977851
 AA8069
 AA8069                          SUPERSEDED SURVEY CONTROL
 AA8069
 AA8069  ELLIP H (09/20/95)  270.74   (m)                       GP(       ) 1 2
 AA8069
 AA8069.Superseded values are not recommended for survey control.
 AA8069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8069.See file dsdata.txt to determine how the superseded data were derived.
 AA8069
 AA8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3402516586(NAD 83)
 AA8069_MARKER: DB = BENCH MARK DISK
 AA8069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8069_STAMPING: 95 WR 995 1955
 AA8069_MARK LOGO: USGS  
 AA8069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8069+STABILITY: SURFACE MOTION
 AA8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8069+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AA8069
 AA8069  HISTORY     - Date     Condition        Report By
 AA8069  HISTORY     - 1955     MONUMENTED       USGS
 AA8069  HISTORY     - 19940805 GOOD             NGS
 AA8069  HISTORY     - 20010626 GOOD             USPSQD
 AA8069
 AA8069                          STATION DESCRIPTION
 AA8069
 AA8069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8069'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) EAST OF MORLEY, 7.6 KM (4.70
 AA8069'MI) NORTHWEST OF LAKEVIEW, ALONG A PAVED COUNTY ROAD, ON THE
 AA8069'RIGHT-OF-WAY, ADJACENT TO AN UNFENCED CLOVER FIELD, ACROSS ROAD FROM
 AA8069'THE OLD DEERFIELD GRANGE HALL (NOW A PRIVATE RESIDENCE) , IN QUAD
 AA8069'430851, SECTION 25, T13N, R9W, DEERFIELD TOWNSHIP. OWNERSHIP--MECOSTA
 AA8069'COUNTY.  TO REACH FROM THE OVERPASS JUNCTION OF U.S.  HIGHWAY 131 AND
 AA8069'JEFFERSON ROAD (EXIT 125) WEST OF MORLEY, GO EAST ON JEFFERSON ROAD
 AA8069'FOR 3.13 KM (1.95 MI) TO A T-ROAD IN MORLEY. TURN LEFT, NORTH, FOR
 AA8069'0.12 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT, EAST, ON FOURTH STREET
 AA8069'(BECOMES JEFFERSON ROAD) FOR 8.21 KM (5.10 MI) TO A GRADED ROAD LEFT,
 AA8069'130TH AVENUE.  CONTINUE AHEAD FOR 0.06 KM (0.05 MI) TO THE STATION ON
 AA8069'THE RIGHT.  STATION PROJECTS 20 CM ABOVE GROUND.  LOCATED 64 M (210.0
 AA8069'FT) EAST FROM THE EXTENDED CENTER OF 130TH AVENUE, 8.1 M (26.6 FT)
 AA8069'SOUTH FROM AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER, 13.6 M (44.6
 AA8069'FT) EAST FROM THE EXTENDED EAST WALL OF THE GRANGE HALL BUILDING, 9.1
 AA8069'M (29.9 FT) EAST FROM TELEPHONE PEDESTAL 12971, 0.5 M (1.6 FT) WEST
 AA8069'FROM A FIBERGLASS WITNESS POST, 0.2 M (0.7 FT) NORTH FROM A METAL
 AA8069'WITNESS POST.
 AA8069
 AA8069                          STATION RECOVERY (2001)
 AA8069
 AA8069'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0515 ***********************************************************************
 NF0515  DESIGNATION -  951.5
 NF0515  PID         -  NF0515
 NF0515  STATE/COUNTY-  MI/BARRY
 NF0515  USGS QUAD   -  DELTON (1985)
 NF0515
 NF0515                         *CURRENT SURVEY CONTROL
 NF0515  ___________________________________________________________________
 NF0515* NAD 83(1986)-  42 27 29.     (N)    085 28 09.     (W)     SCALED    
 NF0515* NAVD 88     -       289.895  (meters)     951.10   (feet)  ADJUSTED  
 NF0515  ___________________________________________________________________
 NF0515  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF0515  DYNAMIC HT  -         289.806 (meters)     950.81  (feet)  COMP
 NF0515  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NF0515
 NF0515  VERT ORDER  -  SECOND    CLASS 0
 NF0515
 NF0515.The horizontal coordinates were scaled from a topographic map and have
 NF0515.an estimated accuracy of +/- 6 seconds.
 NF0515
 NF0515.The orthometric height was determined by differential leveling
 NF0515.and adjusted by the National Geodetic Survey in June 1991..
 NF0515
 NF0515.The geoid height was determined by GEOID03.
 NF0515
 NF0515.The dynamic height is computed by dividing the NAVD 88
 NF0515.geopotential number by the normal gravity value computed on the
 NF0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0515.degrees latitude (g = 980.6199 gals.).
 NF0515
 NF0515.The modeled gravity was interpolated from observed gravity values.
 NF0515
 NF0515;                    North         East    Units  Estimated Accuracy
 NF0515;SPC MI S     -   107,010.    3,909,320.      MT  (+/- 180 meters Scaled)
 NF0515
 NF0515                          SUPERSEDED SURVEY CONTROL
 NF0515
 NF0515  NGVD 29 (??/??/92)  290.018  (m)          951.50   (f) ADJ UNCH    2 0
 NF0515
 NF0515.Superseded values are not recommended for survey control.
 NF0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0515.See file dsdata.txt to determine how the superseded data were derived.
 NF0515
 NF0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258017(NAD 83)
 NF0515_MARKER: S = SPIKE
 NF0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0515_SP_SET: HICKORY TREE
 NF0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0515
 NF0515  HISTORY     - Date     Condition        Report By
 NF0515  HISTORY     - 1948     MONUMENTED       USGS
 NF0515  HISTORY     - 1948     GOOD             NGS
 NF0515  HISTORY     - 19940924 MARK NOT FOUND   MI-015
 NF0515  HISTORY     - 19960924 MARK NOT FOUND   MI-015
 NF0515
 NF0515                          STATION DESCRIPTION
 NF0515
 NF0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0515'0.7 MI W FROM MILO.
 NF0515'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND ROAD
 NF0515'JUNCTION AT MILO, AT THE TOP OF A GRADE, 20 FEET NORTH OF THE
 NF0515'CENTER LINE OF THE ROAD, 3 FEET SOUTH OF A WIRE FENCE, 26 FEET
 NF0515'WEST OF THE CENTER OF A GAP, 14 FEET WEST OF USC AND GS BM A 175,
 NF0515'3 FEET ABOVE THE ROAD AND IS A SQUARE SPIKE DRIVEN IN THE SOUTH
 NF0515'SIDE OF A 22-INCH HICKORY TREE ABOUT 8 INCHES ABOVE THE GROUND.
 NF0515
 NF0515                          STATION RECOVERY (1994)
 NF0515
 NF0515'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0515'MARK NOT FOUND.
 NF0515
 NF0515                          STATION RECOVERY (1996)
 NF0515
 NF0515'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0859 ***********************************************************************
 RL0859  DESIGNATION -  954.9
 RL0859  PID         -  RL0859
 RL0859  STATE/COUNTY-  MI/ONTONAGON
 RL0859  USGS QUAD   -  
 RL0859
 RL0859                         *CURRENT SURVEY CONTROL
 RL0859  ___________________________________________________________________
 RL0859* NAD 83(1986)-  46 43 43.     (N)    089 11 26.     (W)     SCALED    
 RL0859* NAVD 88     -       291.108  (meters)     955.08   (feet)  ADJUSTED  
 RL0859  ___________________________________________________________________
 RL0859  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 RL0859  DYNAMIC HT  -         291.139 (meters)     955.18  (feet)  COMP
 RL0859  MODELED GRAV-     980,711.5   (mgal)                       NAVD 88
 RL0859
 RL0859  VERT ORDER  -  SECOND    CLASS 0
 RL0859
 RL0859.The horizontal coordinates were scaled from a topographic map and have
 RL0859.an estimated accuracy of +/- 6 seconds.
 RL0859
 RL0859.The orthometric height was determined by differential leveling
 RL0859.and adjusted by the National Geodetic Survey in June 1991..
 RL0859
 RL0859.The geoid height was determined by GEOID03.
 RL0859
 RL0859.The dynamic height is computed by dividing the NAVD 88
 RL0859.geopotential number by the normal gravity value computed on the
 RL0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0859.degrees latitude (g = 980.6199 gals.).
 RL0859
 RL0859.The modeled gravity was interpolated from observed gravity values.
 RL0859
 RL0859;                    North         East    Units  Estimated Accuracy
 RL0859;SPC MI N     -   218,520.    7,832,590.      MT  (+/- 180 meters Scaled)
 RL0859
 RL0859                          SUPERSEDED SURVEY CONTROL
 RL0859
 RL0859  NGVD 29 (??/??/92)  291.123  (m)          955.13   (f) ADJ UNCH    2 0
 RL0859
 RL0859.Superseded values are not recommended for survey control.
 RL0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0859.See file dsdata.txt to determine how the superseded data were derived.
 RL0859
 RL0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326773(NAD 83)
 RL0859_MARKER: Q = CHISELED SQUARE
 RL0859_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0859_SP_SET: CULVERT
 RL0859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0859
 RL0859  HISTORY     - Date     Condition        Report By
 RL0859  HISTORY     - UNK      MONUMENTED       USGS
 RL0859  HISTORY     - 1948     GOOD             NGS
 RL0859  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0859
 RL0859                          STATION DESCRIPTION
 RL0859
 RL0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0859'1 MI SW FROM ROCKLAND.
 RL0859'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0859'ROCKLAND, THENCE 0.9 SOUTHWEST ALONG THE NORWICH ROAD, 0.4 MILE
 RL0859'SOUTHWEST OF THE CROSSING OF THE CHICAGO, MILWAUKEE, ST. PAUL
 RL0859'AND PACIFIC RAILWAY, AN OUTLINED SQUARE IN THE EAST HEAD WALL
 RL0859'OF A 10-FOOT CONCRETE BOX CULVERT, 5 FEET NORTH OF THE SOUTH
 RL0859'END OF THE HEAD WALL, 17 FEET EAST OF THE CENTER LINE OF THE
 RL0859'ROAD, AND ABOUT LEVEL WITH THE ROAD.
 RL0859
 RL0859                          STATION RECOVERY (2001)
 RL0859
 RL0859'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0859'NEW PIPE CULVERT INSTALLED AT LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0131 ***********************************************************************
 OK0131  DESIGNATION -  96 1/2
 OK0131  PID         -  OK0131
 OK0131  STATE/COUNTY-  MI/CLINTON
 OK0131  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0131
 OK0131                         *CURRENT SURVEY CONTROL
 OK0131  ___________________________________________________________________
 OK0131* NAD 83(1986)-  43 00 19.     (N)    084 31 30.     (W)     SCALED    
 OK0131* NAVD 88     -       233.312  (meters)     765.46   (feet)  ADJUSTED  
 OK0131  ___________________________________________________________________
 OK0131  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OK0131  DYNAMIC HT  -         233.260 (meters)     765.29  (feet)  COMP
 OK0131  MODELED GRAV-     980,389.4   (mgal)                       NAVD 88
 OK0131
 OK0131  VERT ORDER  -  SECOND    CLASS 0
 OK0131
 OK0131.The horizontal coordinates were scaled from a topographic map and have
 OK0131.an estimated accuracy of +/- 6 seconds.
 OK0131
 OK0131.The orthometric height was determined by differential leveling
 OK0131.and adjusted by the National Geodetic Survey in June 1991..
 OK0131
 OK0131.The geoid height was determined by GEOID03.
 OK0131
 OK0131.The dynamic height is computed by dividing the NAVD 88
 OK0131.geopotential number by the normal gravity value computed on the
 OK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0131.degrees latitude (g = 980.6199 gals.).
 OK0131
 OK0131.The modeled gravity was interpolated from observed gravity values.
 OK0131
 OK0131;                    North         East    Units  Estimated Accuracy
 OK0131;SPC MI S     -   167,220.    3,987,090.      MT  (+/- 180 meters Scaled)
 OK0131
 OK0131                          SUPERSEDED SURVEY CONTROL
 OK0131
 OK0131  NGVD 29 (??/??/92)  233.452  (m)          765.92   (f) ADJ UNCH    2 0
 OK0131
 OK0131.Superseded values are not recommended for survey control.
 OK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0131.See file dsdata.txt to determine how the superseded data were derived.
 OK0131
 OK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN017643(NAD 83)
 OK0131_MARKER: Z = SEE DESCRIPTION
 OK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0131_STAMPING: BM 96 1/2
 OK0131_MARK LOGO: GTWRR 
 OK0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0131+STABILITY: SURFACE MOTION
 OK0131
 OK0131  HISTORY     - Date     Condition        Report By
 OK0131  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0131  HISTORY     - 1934     GOOD             NGS
 OK0131  HISTORY     - 19941024 POOR             LOCENG
 OK0131  HISTORY     - 19951024 POOR             LOCENG
 OK0131
 OK0131                          STATION DESCRIPTION
 OK0131
 OK0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0131'1.5 MI E FROM ST JOHNS.
 OK0131'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0131'STATION AT SAINT JOHNS, CLINTON COUNTY, 38 YARDS EAST OF A
 OK0131'PRIVATE ROAD CROSSING, 44 FEET NORTH OF THE NORTH RAIL, 2.2 FEET
 OK0131'SOUTH OF A FENCE, AND 6 INCHES LOWER THAN THE TOP OF THE RAIL.
 OK0131'A BRONZE PLUG, STAMPED BM 96 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0131'POST.
 OK0131
 OK0131                          STATION RECOVERY (1994)
 OK0131
 OK0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0131'RECOVERED STATION WITH THE TOP 0.4 FT (12.2 CM) BREAKING UP DUE TO
 OK0131'EROZION FROM WEATHER.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0131'(0.6 M) SOUTH.
 OK0131
 OK0131                          STATION RECOVERY (1995)
 OK0131
 OK0131'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0131'RECOVERED STATION WITH THE TOP 0.4 FT (12.2 CM) BREAKING UP DUE TO
 OK0131'EROZION FROM WEATHER.  SET CARSONITE WITNESS POST BY STATION 2.0 FT
 OK0131'(0.6 M) SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1544 ***********************************************************************
 RL1544  DESIGNATION -  96 USE
 RL1544  PID         -  RL1544
 RL1544  STATE/COUNTY-  MI/HOUGHTON
 RL1544  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1544
 RL1544                         *CURRENT SURVEY CONTROL
 RL1544  ___________________________________________________________________
 RL1544* NAD 83(1994)-  46 58 42.62837(N)    088 26 00.18513(W)     ADJUSTED  
 RL1544* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 RL1544  ___________________________________________________________________
 RL1544  LAPLACE CORR-         -11.51  (seconds)                    DEFLEC99
 RL1544  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 RL1544
 RL1544  HORZ ORDER  -  THIRD
 RL1544
 RL1544.The horizontal coordinates were established by classical geodetic methods
 RL1544.and adjusted by the National Geodetic Survey in February 1997..
 RL1544
 RL1544.The orthometric height was scaled from a topographic map.
 RL1544
 RL1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1544
 RL1544.The geoid height was determined by GEOID03.
 RL1544
 RL1544;                    North         East     Units Scale Factor Converg.
 RL1544;SPC MI N     -   244,974.517 7,890,947.333   MT  0.99997610   -1 02 09.7
 RL1544;SPC MI N     -   803,722.17 25,888,934.82   iFT  0.99997610   -1 02 09.7
 RL1544;UTM  16      - 5,203,772.837   390,983.177   MT  0.99974607   -1 02 53.0
 RL1544
 RL1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1544!SPC MI N     -   0.99997678  x   0.99997610  =   0.99995288
 RL1544!UTM  16      -   0.99997678  x   0.99974607  =   0.99972285
 RL1544
 RL1544|---------------------------------------------------------------------|
 RL1544| PID    Reference Object                     Distance      Geod. Az  |
 RL1544|                                                           dddmmss.s |
 RL1544| RL1543 28 00 USE                           242.014 METERS 17120     |
 RL1544| RL1545 KEWEENAW WATERWAY LT 5              419.741 METERS 3343842.2 |
 RL1544| RL1548 KEWEENAW WATERWAY DBN 7             APPROX. 0.6 KM 3380301.3 |
 RL1544|---------------------------------------------------------------------|
 RL1544
 RL1544                          SUPERSEDED SURVEY CONTROL
 RL1544
 RL1544  NAD 83(1986)-  46 58 42.62098(N)    088 26 00.16349(W) AD(       ) 3
 RL1544  NAD 27      -  46 58 42.87731(N)    088 25 59.72219(W) AD(       ) 3
 RL1544
 RL1544.Superseded values are not recommended for survey control.
 RL1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1544.See file dsdata.txt to determine how the superseded data were derived.
 RL1544
 RL1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9098303773(NAD 83)
 RL1544_MARKER: DD = SURVEY DISK
 RL1544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1544+STABILITY: SURFACE MOTION
 RL1544
 RL1544  HISTORY     - Date     Condition        Report By
 RL1544  HISTORY     - 1981     MONUMENTED       NOS
 RL1544
 RL1544                          STATION DESCRIPTION
 RL1544
 RL1544'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1544'THE STATION IS LOCATED ON THE DOCKLINE IN FRONT OF AN ABANDONED
 RL1544'COAST GUARD STATION AT THE EASTERN ENTRANCE TO THE KEWEENAW
 RL1544'WATERWAY.
 RL1544'
 RL1544'TO REACH THE STATION FROM THE JUNCTION OF CALUMET STREET AND 9TH
 RL1544'STREET IN LAKE LINDEN GO EAST AND SOUTH ON 9TH STREET FOR 12.9
 RL1544'KILOMETERS (8.0 MILES) TO DREAMLAND AND THE JUNCTION WITH THE
 RL1544'SHORELINE ROAD.  CONTINUE ON THE SHORELINE ROAD SOUTH AND EAST
 RL1544'TO THE ABANDONED COAST GUARD STATION AND THE STATION AT THE
 RL1544'DOCKLINE.
 RL1544'
 RL1544'THE STATION IS A STANDARD USE DISK
 RL1544'STAMPED---96---,
 RL1544'CEMENTED FLUSH WITH THE CONCRETE DOCK DIRECTLY IN FRONT OF THE
 RL1544'ABANDONED PUMPHOUSE.
 RL1544'
 RL1544'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.48 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0167 ***********************************************************************
 NF0167  DESIGNATION -  960
 NF0167  PID         -  NF0167
 NF0167  STATE/COUNTY-  MI/JACKSON
 NF0167  USGS QUAD   -  CEMENT CITY (1971)
 NF0167
 NF0167                         *CURRENT SURVEY CONTROL
 NF0167  ___________________________________________________________________
 NF0167* NAD 83(1986)-  42 06 32.     (N)    084 16 41.     (W)     SCALED    
 NF0167* NAVD 88     -       292.161  (meters)     958.53   (feet)  ADJUSTED  
 NF0167  ___________________________________________________________________
 NF0167  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NF0167  DYNAMIC HT  -         292.051 (meters)     958.17  (feet)  COMP
 NF0167  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 NF0167
 NF0167  VERT ORDER  -  SECOND    CLASS 0
 NF0167
 NF0167.The horizontal coordinates were scaled from a topographic map and have
 NF0167.an estimated accuracy of +/- 6 seconds.
 NF0167
 NF0167.The orthometric height was determined by differential leveling
 NF0167.and adjusted by the National Geodetic Survey in June 1991..
 NF0167
 NF0167.The geoid height was determined by GEOID03.
 NF0167
 NF0167.The dynamic height is computed by dividing the NAVD 88
 NF0167.geopotential number by the normal gravity value computed on the
 NF0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0167.degrees latitude (g = 980.6199 gals.).
 NF0167
 NF0167.The modeled gravity was interpolated from observed gravity values.
 NF0167
 NF0167;                    North         East    Units  Estimated Accuracy
 NF0167;SPC MI S     -    67,640.    4,007,330.      MT  (+/- 180 meters Scaled)
 NF0167
 NF0167                          SUPERSEDED SURVEY CONTROL
 NF0167
 NF0167  NGVD 29 (??/??/92)  292.274  (m)          958.90   (f) ADJ UNCH    2 0
 NF0167
 NF0167.Superseded values are not recommended for survey control.
 NF0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0167.See file dsdata.txt to determine how the superseded data were derived.
 NF0167
 NF0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM250654(NAD 83)
 NF0167_MARKER: Q = CHISELED SQUARE
 NF0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0167_SP_SET: CULVERT
 NF0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0167
 NF0167  HISTORY     - Date     Condition        Report By
 NF0167  HISTORY     - UNK      MONUMENTED       USGS
 NF0167  HISTORY     - 1934     GOOD             NGS
 NF0167
 NF0167                          STATION DESCRIPTION
 NF0167
 NF0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0167'1.5 MI W FROM BROOKLYN.
 NF0167'1.5 MILES WEST ALONG COUNTY HIGHWAY 52 FROM BROOKLYN, JACKSON
 NF0167'COUNTY, 39.0 FEET SOUTH OF THE MAIL BOX OF E. MOORE, 26.0 FEET
 NF0167'SOUTHWEST OF THE INTERSECTION OF THE PRIVATE ROAD TO THE
 NF0167'RESIDENCE OF E. MOORE, 24.0 FEET SOUTH OF THE HIGHWAY, 9.0 FEET
 NF0167'NORTH OF A FENCE LINE, IN THE CENTER OF THE TOP OF A CONCRETE
 NF0167'HEADWALL, AND 1.0 FOOT LOWER THAN THE HIGHWAY.  A CHISELED
 NF0167'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0513 ***********************************************************************
 NF0513  DESIGNATION -  962
 NF0513  PID         -  NF0513
 NF0513  STATE/COUNTY-  MI/BARRY
 NF0513  USGS QUAD   -  DELTON (1985)
 NF0513
 NF0513                         *CURRENT SURVEY CONTROL
 NF0513  ___________________________________________________________________
 NF0513* NAD 83(1986)-  42 27 25.     (N)    085 26 40.     (W)     SCALED    
 NF0513* NAVD 88     -       292.941  (meters)     961.09   (feet)  ADJUSTED  
 NF0513  ___________________________________________________________________
 NF0513  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0513  DYNAMIC HT  -         292.852 (meters)     960.80  (feet)  COMP
 NF0513  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 NF0513
 NF0513  VERT ORDER  -  SECOND    CLASS 0
 NF0513
 NF0513.The horizontal coordinates were scaled from a topographic map and have
 NF0513.an estimated accuracy of +/- 6 seconds.
 NF0513
 NF0513.The orthometric height was determined by differential leveling
 NF0513.and adjusted by the National Geodetic Survey in June 1991..
 NF0513
 NF0513.The geoid height was determined by GEOID03.
 NF0513
 NF0513.The dynamic height is computed by dividing the NAVD 88
 NF0513.geopotential number by the normal gravity value computed on the
 NF0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0513.degrees latitude (g = 980.6199 gals.).
 NF0513
 NF0513.The modeled gravity was interpolated from observed gravity values.
 NF0513
 NF0513;                    North         East    Units  Estimated Accuracy
 NF0513;SPC MI S     -   106,860.    3,911,360.      MT  (+/- 180 meters Scaled)
 NF0513
 NF0513                          SUPERSEDED SURVEY CONTROL
 NF0513
 NF0513  NGVD 29 (??/??/92)  293.064  (m)          961.49   (f) ADJ UNCH    2 0
 NF0513
 NF0513.Superseded values are not recommended for survey control.
 NF0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0513.See file dsdata.txt to determine how the superseded data were derived.
 NF0513
 NF0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN279016(NAD 83)
 NF0513_MARKER: P = PIPE CAP
 NF0513_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0513_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0513_STAMPING: 962 1948
 NF0513_MARK LOGO: USGS  
 NF0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0513+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NF0513
 NF0513  HISTORY     - Date     Condition        Report By
 NF0513  HISTORY     - 1948     MONUMENTED       USGS
 NF0513  HISTORY     - 1948     GOOD             NGS
 NF0513  HISTORY     - 19940312 GOOD             LOCENG
 NF0513  HISTORY     - 19940312 GOOD             MI-015
 NF0513  HISTORY     - 20041023 GOOD             USPSQD
 NF0513
 NF0513                          STATION DESCRIPTION
 NF0513
 NF0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0513'0.5 MI E FROM MILO.
 NF0513'0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE MILO SCHOOL AND ROAD
 NF0513'JUNCTION AT MILO, AT A CROSS ROAD, 21 FEET EAST OF THE CENTER
 NF0513'LINE OF THE ROAD NORTH, 29 FEET NORTH OF THE CENTER LINE OF THE
 NF0513'ROAD EAST, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 2-STORY
 NF0513'FARM HOUSE (HOUSE NO. 7990), 9.5 FEET SOUTHWEST OF THE WEST END
 NF0513'OF A 30-INCH OAK TREE, AT THE SOUTHWEST CORNER OF THE LAWN OF
 NF0513'HOUSE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0513'WITH THE ROADS AND SET ON TOP OF A PIPE PROJECTING 5 INCHES.
 NF0513
 NF0513                          STATION RECOVERY (1994)
 NF0513
 NF0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0513'THE OAK TREE AND WOOD WITNESS POST MENTIONED IN THE OLD DESCRIPTION
 NF0513'ARE GONE.  A CARSONITE WITNESS POST WAS INSTALLED BY THE STATION.
 NF0513'STATION IS 1.0 FT (0.3 M) NORTH OF TELEPHONE RISER AND SIGN POST FOR
 NF0513'MILO AND PARKER ROADS.  STATION IS MARGINALLY SUITABLE FOR GPS.
 NF0513
 NF0513                          STATION RECOVERY (1994)
 NF0513
 NF0513'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0513'RECOVERED IN GOOD CONDITION.  ADD- 1 FT NORTH OF TELEPHONE RISER AND
 NF0513'SIGN POST FOR MILO AND PARKER ROADS OAK TREE AND WOOD WITNESS POST ARE
 NF0513'GONE, CARSONITE WITNESS POST INSTALLED. MARGINALLY SUITED FOR GPS.
 NF0513'LOCATED IN NEAR THE WEST 1/4 CORNER OF SECTION 24, PRAIRIEVILLE
 NF0513'TOWNSHIP
 NF0513
 NF0513                          STATION RECOVERY (2004)
 NF0513
 NF0513'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0513'TELLEPHONE RISER LABELED MILO D14
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0067 ***********************************************************************
 SG0067  DESIGNATION -  965
 SG0067  PID         -  SG0067
 SG0067  STATE/COUNTY-  MI/HOUGHTON
 SG0067  USGS QUAD   -  HANCOCK (1975)
 SG0067
 SG0067                         *CURRENT SURVEY CONTROL
 SG0067  ___________________________________________________________________
 SG0067* NAD 83(1986)-  47 08 57.     (N)    088 35 22.     (W)     SCALED    
 SG0067* NAVD 88     -       293.762  (meters)     963.78   (feet)  ADJUSTED  
 SG0067  ___________________________________________________________________
 SG0067  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 SG0067  DYNAMIC HT  -         293.806 (meters)     963.93  (feet)  COMP
 SG0067  MODELED GRAV-     980,755.0   (mgal)                       NAVD 88
 SG0067
 SG0067  VERT ORDER  -  FIRST     CLASS II
 SG0067
 SG0067.The horizontal coordinates were scaled from a topographic map and have
 SG0067.an estimated accuracy of +/- 6 seconds.
 SG0067
 SG0067.The orthometric height was determined by differential leveling
 SG0067.and adjusted by the National Geodetic Survey in June 1991..
 SG0067
 SG0067.The geoid height was determined by GEOID03.
 SG0067
 SG0067.The dynamic height is computed by dividing the NAVD 88
 SG0067.geopotential number by the normal gravity value computed on the
 SG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0067.degrees latitude (g = 980.6199 gals.).
 SG0067
 SG0067.The modeled gravity was interpolated from observed gravity values.
 SG0067
 SG0067;                    North         East    Units  Estimated Accuracy
 SG0067;SPC MI N     -   264,170.    7,879,460.      MT  (+/- 180 meters Scaled)
 SG0067
 SG0067                          SUPERSEDED SURVEY CONTROL
 SG0067
 SG0067  NGVD 29 (??/??/92)  293.772  (m)          963.82   (f) ADJ UNCH    1 2
 SG0067
 SG0067.Superseded values are not recommended for survey control.
 SG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0067.See file dsdata.txt to determine how the superseded data were derived.
 SG0067
 SG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT794229(NAD 83)
 SG0067_MARKER: DD = SURVEY DISK
 SG0067_SETTING: 0 = UNSPECIFIED SETTING
 SG0067_STAMPING: 965
 SG0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0067
 SG0067  HISTORY     - Date     Condition        Report By
 SG0067  HISTORY     - UNK      MONUMENTED       USGS
 SG0067  HISTORY     - 1934     GOOD             NGS
 SG0067  HISTORY     - 1962     MARK NOT FOUND   NGS
 SG0067  HISTORY     - 20050413 MARK NOT FOUND   GEOCAC
 SG0067
 SG0067                          STATION DESCRIPTION
 SG0067
 SG0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0067'AT SWEDETOWN.
 SG0067'AT SWEDETOWN, HOUGHTON COUNTY, WEST ALONG THE DULUTH, SOUTH SHORE
 SG0067'AND ATLANTIC RAILWAY MAIN LINE AND SIDING INTO BUILDINGS, 300 FEET
 SG0067'EAST OF A ROAD CROSSING, 6 FEET FROM THE NORTHWEST CORNER OF THE
 SG0067'BRICK MAGAZINE OF THE DU PONT POWDER CO., AND 3 FEET ABOVE GROUND.
 SG0067'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 965.
 SG0067
 SG0067                          STATION RECOVERY (1962)
 SG0067
 SG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0067'MARK NOT FOUND.
 SG0067
 SG0067                          STATION RECOVERY (2005)
 SG0067
 SG0067'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0067'THE 1934 DESCRIPTION IS TOO VAGUE. FOUND AN OLD RR GRADE AND WALKED
 SG0067'ITS LENGTH AS IT DISAPPEARS AT THE NEW CITY OF HANCOCK PUBLIC WORKS
 SG0067'FACILTIY.  NO TRACE OF OLD BUILDINGS OR THE MARK WAS FOUND.  PROBABLY
 SG0067'WAS DESTROYED ALONG WITH THE BUILDINGS MANY YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0800 ***********************************************************************
 RL0800  DESIGNATION -  965.8
 RL0800  PID         -  RL0800
 RL0800  STATE/COUNTY-  MI/ONTONAGON
 RL0800  USGS QUAD   -  
 RL0800
 RL0800                         *CURRENT SURVEY CONTROL
 RL0800  ___________________________________________________________________
 RL0800* NAD 83(1986)-  46 38 21.     (N)    089 10 44.     (W)     SCALED    
 RL0800* NAVD 88     -       294.394  (meters)     965.86   (feet)  ADJUSTED  
 RL0800  ___________________________________________________________________
 RL0800  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0800  DYNAMIC HT  -         294.409 (meters)     965.91  (feet)  COMP
 RL0800  MODELED GRAV-     980,658.2   (mgal)                       NAVD 88
 RL0800
 RL0800  VERT ORDER  -  SECOND    CLASS 0
 RL0800
 RL0800.The horizontal coordinates were scaled from a topographic map and have
 RL0800.an estimated accuracy of +/- 6 seconds.
 RL0800
 RL0800.The orthometric height was determined by differential leveling
 RL0800.and adjusted by the National Geodetic Survey in June 1991..
 RL0800
 RL0800.The geoid height was determined by GEOID03.
 RL0800
 RL0800.The dynamic height is computed by dividing the NAVD 88
 RL0800.geopotential number by the normal gravity value computed on the
 RL0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0800.degrees latitude (g = 980.6199 gals.).
 RL0800
 RL0800.The modeled gravity was interpolated from observed gravity values.
 RL0800
 RL0800;                    North         East    Units  Estimated Accuracy
 RL0800;SPC MI N     -   208,560.    7,833,200.      MT  (+/- 180 meters Scaled)
 RL0800
 RL0800                          SUPERSEDED SURVEY CONTROL
 RL0800
 RL0800  NGVD 29 (??/??/92)  294.406  (m)          965.90   (f) ADJ UNCH    2 0
 RL0800
 RL0800.Superseded values are not recommended for survey control.
 RL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0800.See file dsdata.txt to determine how the superseded data were derived.
 RL0800
 RL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS332673(NAD 83)
 RL0800_MARKER: Q = CHISELED SQUARE
 RL0800_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0800_SP_SET: BRIDGE BANISTER
 RL0800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0800
 RL0800  HISTORY     - Date     Condition        Report By
 RL0800  HISTORY     - UNK      MONUMENTED       USGS
 RL0800  HISTORY     - 1948     GOOD             NGS
 RL0800  HISTORY     - 1987     GOOD             USPSQD
 RL0800  HISTORY     - 19960626 POOR             USPSQD
 RL0800  HISTORY     - 19990331 MARK NOT FOUND   MIDT
 RL0800  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0800
 RL0800                          STATION DESCRIPTION
 RL0800
 RL0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0800'7.3 MI N FROM BRUCES CROSSING.
 RL0800'ABOUT 7.3 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0800'OF STATE HIGHWAY 28 AT BRUCES CROSSING, AN OUTLINE SQUARE IN THE
 RL0800'TOP OF THE SOUTH END OF THE CONCRETE FOUNDATION FOR EAST
 RL0800'BANISTER OF THE BRIDGE OVER BALTIMORE RIVER, 12 FEET EAST OF THE
 RL0800'CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF THE WEST FACE OF
 RL0800'CONCRETE BANISTER AND 1 FOOT ABOVE HIGHWAY.
 RL0800
 RL0800                          STATION RECOVERY (1987)
 RL0800
 RL0800'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0800'RECOVERED IN GOOD CONDITION.
 RL0800
 RL0800                          STATION RECOVERY (1996)
 RL0800
 RL0800'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0800'MARK RECOVERED IN POOR CONDITION.
 RL0800
 RL0800                          STATION RECOVERY (1999)
 RL0800
 RL0800'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0800'THE PORTION OF THE BRIDGE THE MARK WAS ON HAS BROKEN AWAY.
 RL0800
 RL0800                          STATION RECOVERY (2001)
 RL0800
 RL0800'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0800'SNOWPLOWS HAVE KNOCKED OFF CORNER OF CONCRETE THAT BORE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0132 ***********************************************************************
 OK0132  DESIGNATION -  97 1/2
 OK0132  PID         -  OK0132
 OK0132  STATE/COUNTY-  MI/CLINTON
 OK0132  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0132
 OK0132                         *CURRENT SURVEY CONTROL
 OK0132  ___________________________________________________________________
 OK0132* NAD 83(1986)-  43 00 18.     (N)    084 32 40.     (W)     SCALED    
 OK0132* NAVD 88     -       234.792  (meters)     770.31   (feet)  ADJUSTED  
 OK0132  ___________________________________________________________________
 OK0132  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 OK0132  DYNAMIC HT  -         234.739 (meters)     770.14  (feet)  COMP
 OK0132  MODELED GRAV-     980,388.8   (mgal)                       NAVD 88
 OK0132
 OK0132  VERT ORDER  -  SECOND    CLASS 0
 OK0132
 OK0132.The horizontal coordinates were scaled from a topographic map and have
 OK0132.an estimated accuracy of +/- 6 seconds.
 OK0132
 OK0132.The orthometric height was determined by differential leveling
 OK0132.and adjusted by the National Geodetic Survey in June 1991..
 OK0132
 OK0132.The geoid height was determined by GEOID03.
 OK0132
 OK0132.The dynamic height is computed by dividing the NAVD 88
 OK0132.geopotential number by the normal gravity value computed on the
 OK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0132.degrees latitude (g = 980.6199 gals.).
 OK0132
 OK0132.The modeled gravity was interpolated from observed gravity values.
 OK0132
 OK0132;                    North         East    Units  Estimated Accuracy
 OK0132;SPC MI S     -   167,190.    3,985,510.      MT  (+/- 180 meters Scaled)
 OK0132
 OK0132                          SUPERSEDED SURVEY CONTROL
 OK0132
 OK0132  NGVD 29 (??/??/92)  234.932  (m)          770.77   (f) ADJ UNCH    2 0
 OK0132
 OK0132.Superseded values are not recommended for survey control.
 OK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0132.See file dsdata.txt to determine how the superseded data were derived.
 OK0132
 OK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN001642(NAD 83)
 OK0132_MARKER: Z = SEE DESCRIPTION
 OK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0132_STAMPING: BM 97 1/2
 OK0132_MARK LOGO: GTWRR 
 OK0132_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0132+STABILITY: SURFACE MOTION
 OK0132
 OK0132  HISTORY     - Date     Condition        Report By
 OK0132  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0132  HISTORY     - 1934     GOOD             NGS
 OK0132  HISTORY     - 19941024 GOOD             LOCENG
 OK0132  HISTORY     - 19951024 GOOD             LOCENG
 OK0132
 OK0132                          STATION DESCRIPTION
 OK0132
 OK0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0132'0.5 MI E FROM ST JOHNS.
 OK0132'0.5 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0132'STATION AT SAINT JOHNS, CLINTON COUNTY, 14 RAILS WEST OF A
 OK0132'ROAD CROSSING, 45 FEET NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH
 OK0132'OF A FENCE, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A BRONZE
 OK0132'PLUG, STAMPED BM 97 1/2 AND SET IN THE TOP OF A CONCRETE POST.
 OK0132
 OK0132                          STATION RECOVERY (1994)
 OK0132
 OK0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0132'RECOVERED STATION WITH FOLLOWING ADDITION.  SET CARSONITE WITNESS POST
 OK0132'BY STATION 2.0 FT (0.6 M) NORTH.
 OK0132
 OK0132                          STATION RECOVERY (1995)
 OK0132
 OK0132'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0132'RECOVERED STATION WITH FOLLOWING ADDITION.  SET CARSONITE WITNESS POST
 OK0132'BY STATION 2.0 FT (0.6 M) NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0272 ***********************************************************************
 QL0272  DESIGNATION -  97 RE
 QL0272  PID         -  QL0272
 QL0272  STATE/COUNTY-  MI/MENOMINEE
 QL0272  USGS QUAD   -  CEDAR RIVER (1989)
 QL0272
 QL0272                         *CURRENT SURVEY CONTROL
 QL0272  ___________________________________________________________________
 QL0272* NAD 83(1986)-  45 23 19.     (N)    087 22 16.     (W)     SCALED    
 QL0272* NAVD 88     -       179.518  (meters)     588.97   (feet)  ADJUSTED  
 QL0272  ___________________________________________________________________
 QL0272  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 QL0272  DYNAMIC HT  -         179.506 (meters)     588.93  (feet)  COMP
 QL0272  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 QL0272
 QL0272  VERT ORDER  -  FIRST     CLASS 0
 QL0272
 QL0272.The horizontal coordinates were scaled from a topographic map and have
 QL0272.an estimated accuracy of +/- 6 seconds.
 QL0272
 QL0272.The orthometric height was determined by differential leveling
 QL0272.and adjusted by the National Geodetic Survey in June 1991..
 QL0272
 QL0272.The geoid height was determined by GEOID03.
 QL0272
 QL0272.The dynamic height is computed by dividing the NAVD 88
 QL0272.geopotential number by the normal gravity value computed on the
 QL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0272.degrees latitude (g = 980.6199 gals.).
 QL0272
 QL0272.The modeled gravity was interpolated from observed gravity values.
 QL0272
 QL0272;                    North         East    Units  Estimated Accuracy
 QL0272;SPC MI N     -    67,340.    7,970,940.      MT  (+/- 180 meters Scaled)
 QL0272
 QL0272                          SUPERSEDED SURVEY CONTROL
 QL0272
 QL0272.No superseded survey control is available for this station.
 QL0272
 QL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR709261(NAD 83)
 QL0272_MARKER: DD = SURVEY DISK
 QL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0272_STAMPING: 97 RE 1956
 QL0272_MARK LOGO: USGS  
 QL0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0272+STABILITY: SURFACE MOTION
 QL0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0272+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0272
 QL0272  HISTORY     - Date     Condition        Report By
 QL0272  HISTORY     - 1956     MONUMENTED       USGS
 QL0272  HISTORY     - 1972     GOOD             NGS
 QL0272  HISTORY     - 19940426 GOOD             MIDT
 QL0272  HISTORY     - 19940812 GOOD             USPSQD
 QL0272  HISTORY     - 19991115 MARK NOT FOUND   USPSQD
 QL0272  HISTORY     - 20020422 GOOD             USPSQD
 QL0272  HISTORY     - 20030423 GOOD             USPSQD
 QL0272  HISTORY     - 20060406 GOOD             USPSQD
 QL0272
 QL0272                          STATION DESCRIPTION
 QL0272
 QL0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0272'1.8 MI SW FROM CEDAR RIVER.
 QL0272'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 35 M FROM THE POST
 QL0272'OFFICE AT CEDAR RIVER, 124 FEET EAST OF THE CENTER OF THE
 QL0272'JUNCTION OF THE HIGHWAY AND A DRIVEWAY LEADING SOUTHEAST TO THE
 QL0272'J.W. WELLS STATE PARK, 55 1/2 FEET SOUTHEAST OF THE CENTER LINE
 QL0272'OF THE HIGHWAY, 89 1/2 FEET NORTH-NORTHEAST OF THE NORTHEAST
 QL0272'END OF AN 18-INCH PIPE CULVERT UNDER THE DRIVEWAY, 30 1/2 FEET
 QL0272'NORTHWEST OF THE NORTH LEG OF THE PARK SIGN, 9 FEET WEST OF A
 QL0272'METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY,
 QL0272'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  SECTION
 QL0272'34, T 35 N, R 25 W.  NOTE-- THE POINT HELD ON THIS MARK WAS NOT
 QL0272'THE CENTER OF THE DISK BUT RATHER THE HIGH POINT AS THE DISK IS
 QL0272'LEANING.
 QL0272
 QL0272                          STATION RECOVERY (1994)
 QL0272
 QL0272'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0272'RECOVERED AS DESCRIBED.
 QL0272
 QL0272                          STATION RECOVERY (1994)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 1994
 QL0272'RECOVERED IN GOOD CONDITION.
 QL0272
 QL0272                          STATION RECOVERY (1999)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 1999
 QL0272'MARK NOT FOUND.
 QL0272
 QL0272                          STATION RECOVERY (2002)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0272'SITE IS AT FORMER ENTRANCE TO J.W. WELLS STATE PARK.  FORMER ENTRANCE
 QL0272'IS NOW A DIM ROAD AND LOCATED DIRECTLLY ACROSS ST HWY M-35 FROM NO. 19
 QL0272'LANE.  DISK IS 1 FT NE OF A CARSONITE WITNESS POST.
 QL0272
 QL0272                          STATION RECOVERY (2003)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0272'RECOVERED IN GOOD CONDITION.
 QL0272
 QL0272                          STATION RECOVERY (2006)
 QL0272
 QL0272'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0192 ***********************************************************************
 NE0192  DESIGNATION -  970 USLS
 NE0192  PID         -  NE0192
 NE0192  STATE/COUNTY-  MI/MACOMB
 NE0192  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE0192
 NE0192                         *CURRENT SURVEY CONTROL
 NE0192  ___________________________________________________________________
 NE0192* NAD 83(1986)-  42 37 03.     (N)    082 49 25.     (W)     SCALED    
 NE0192* NAVD 88     -       175.411  (meters)     575.49   (feet)  ADJUSTED  
 NE0192  ___________________________________________________________________
 NE0192  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0192  DYNAMIC HT  -         175.361 (meters)     575.33  (feet)  COMP
 NE0192  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 NE0192
 NE0192  VERT ORDER  -  FIRST     CLASS 0
 NE0192
 NE0192.The horizontal coordinates were scaled from a topographic map and have
 NE0192.an estimated accuracy of +/- 6 seconds.
 NE0192
 NE0192.The orthometric height was determined by differential leveling
 NE0192.and adjusted by the National Geodetic Survey in June 1991..
 NE0192.WARNING-Repeat measurements at this control monument indicate possible
 NE0192.vertical movement.
 NE0192
 NE0192.The geoid height was determined by GEOID03.
 NE0192
 NE0192.The dynamic height is computed by dividing the NAVD 88
 NE0192.geopotential number by the normal gravity value computed on the
 NE0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0192.degrees latitude (g = 980.6199 gals.).
 NE0192
 NE0192.The modeled gravity was interpolated from observed gravity values.
 NE0192
 NE0192;                    North         East    Units  Estimated Accuracy
 NE0192;SPC MI S     -   125,290.    4,126,580.      MT  (+/- 180 meters Scaled)
 NE0192
 NE0192                          SUPERSEDED SURVEY CONTROL
 NE0192
 NE0192  NGVD 29 (??/??/??)  175.541  (m)          575.92   (f) ADJUSTED    1 0
 NE0192
 NE0192.Superseded values are not recommended for survey control.
 NE0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0192.See file dsdata.txt to determine how the superseded data were derived.
 NE0192
 NE0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH504199(NAD 83)
 NE0192_MARKER: Z = SEE DESCRIPTION
 NE0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0192_SP_SET: STEEL ROD
 NE0192_PROJECTION: RECESSED 8 CENTIMETERS
 NE0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0192_ROD/PIPE-DEPTH: 7.0  meters
 NE0192
 NE0192  HISTORY     - Date     Condition        Report By
 NE0192  HISTORY     - 1970     MONUMENTED       USLS
 NE0192  HISTORY     - 1970     GOOD             USLS
 NE0192  HISTORY     - 1980     GOOD             NGS
 NE0192  HISTORY     - 19990712 MARK NOT FOUND   USPSQD
 NE0192
 NE0192                          STATION DESCRIPTION
 NE0192
 NE0192'DESCRIBED BY US LAKE SURVEY 1970
 NE0192'0.8 MI S FROM SELFRIDGE AFB.
 NE0192'970 IS IN MACOMB COUNTY, MICHIGAN, ON SELFRIDGE AIR FORCE BASE,
 NE0192'ABOUT 0.8 MILE SOUTH ON JEFFERSON AVENUE OF NORTH ENTRANCE
 NE0192'GATE TO BASE, 138.9 FEET NORTHWEST OF NORTHWEST CORNER OF
 NE0192'BUILDING 970, HOUSING THE 403RD TACTICAL AIRLIFT WING, 62 FEET
 NE0192'EAST OF CENTERLINE OF JEFFERSON AVENUE, 24 FEET NORTH OF CENTERLINE
 NE0192'OF DRIVEWAY LEADING TO 970, 2.4 FEET EAST OF EAST EDGE OF
 NE0192'SIDEWALK, 2.1 FEET WEST OF A UTILITY POLE, 1/2 FOOT BELOW THE
 NE0192'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER
 NE0192'COPPER-COATED STEEL ROD, 23 FEET LONG.  NOTE-- BM 1970.
 NE0192
 NE0192                          STATION RECOVERY (1980)
 NE0192
 NE0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0192'IN HARRISON TOWNSHIP, ON THE SELFRIDGE AIR FORCE BASE, 1.3
 NE0192'KILOMETERS (0.8 MILE) SOUTH OF THE JEFFERSON AVENUE ENTRANCE, SET
 NE0192'BETWEEN A POWER POLE AND THE SIDEWALK ON THE NORTH SIDE OF THE
 NE0192'ENTRANCE DRIVE TO THE 191ST/171ST FIGHTER OPERATIONS BUILDING
 NE0192'NUMBER 970 ON JEFFERSON AVENUE, 42.6 METERS (140 FEET) NORTHWEST
 NE0192'OF THE NORTHWEST CORNER OF THE BUILDING,7.3 METERS (24.0 FEET)
 NE0192'NORTH OF THE CENTER OF THE ENTRANCE DRIVE FOR THE BUILDING,
 NE0192'0.71 METER (2.4 FEET) EAST OF THE EAST EDGE OF THE SIDEWALK, 0.61
 NE0192'METER (2.1 FEET) WEST OF THE POWER POLE, NOTE AT THIS TIME A 5-INCH
 NE0192'PVC PIPE WITH A ALUMINUM ACCESS COVER WAS PLACED AROUND THE ROD
 NE0192'FLUSH WITH THE GROUND.
 NE0192'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0192
 NE0192                          STATION RECOVERY (1999)
 NE0192
 NE0192'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0115 ***********************************************************************
 NF0115  DESIGNATION -  971
 NF0115  PID         -  NF0115
 NF0115  STATE/COUNTY-  MI/INGHAM
 NF0115  USGS QUAD   -  LESLIE (1970)
 NF0115
 NF0115                         *CURRENT SURVEY CONTROL
 NF0115  ___________________________________________________________________
 NF0115* NAD 83(1986)-  42 28 49.     (N)    084 25 41.     (W)     SCALED    
 NF0115* NAVD 88     -       295.588  (meters)     969.77   (feet)  ADJUSTED  
 NF0115  ___________________________________________________________________
 NF0115  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF0115  DYNAMIC HT  -         295.493 (meters)     969.46  (feet)  COMP
 NF0115  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 NF0115
 NF0115  VERT ORDER  -  FIRST     CLASS II
 NF0115
 NF0115.The horizontal coordinates were scaled from a topographic map and have
 NF0115.an estimated accuracy of +/- 6 seconds.
 NF0115
 NF0115.The orthometric height was determined by differential leveling
 NF0115.and adjusted by the National Geodetic Survey in January 2002..
 NF0115.No vertical observational check was made to the station.
 NF0115
 NF0115.The geoid height was determined by GEOID03.
 NF0115
 NF0115.The dynamic height is computed by dividing the NAVD 88
 NF0115.geopotential number by the normal gravity value computed on the
 NF0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0115.degrees latitude (g = 980.6199 gals.).
 NF0115
 NF0115.The modeled gravity was interpolated from observed gravity values.
 NF0115
 NF0115;                    North         East    Units  Estimated Accuracy
 NF0115;SPC MI S     -   108,890.    3,994,950.      MT  (+/- 180 meters Scaled)
 NF0115
 NF0115                          SUPERSEDED SURVEY CONTROL
 NF0115
 NF0115  NAVD 88 (06/15/91)  295.500  (m)          969.49   (f) UNKNOWN     1 2
 NF0115  NGVD 29 (??/??/92)  295.627  (m)          969.90   (f) ADJ UNCH    1 2
 NF0115
 NF0115.Superseded values are not recommended for survey control.
 NF0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0115.See file dsdata.txt to determine how the superseded data were derived.
 NF0115
 NF0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113063(NAD 83)
 NF0115_MARKER: P = PIPE CAP
 NF0115_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0115_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0115_STAMPING: MICH 969.903
 NF0115_MARK LOGO: USGS  
 NF0115_PROJECTION: FLUSH
 NF0115_MAGNETIC: P = MARKER IS A STEEL PIPE
 NF0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0115+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 NF0115
 NF0115  HISTORY     - Date     Condition        Report By
 NF0115  HISTORY     - UNK      MONUMENTED       USGS
 NF0115  HISTORY     - 1935     POOR             NGS
 NF0115  HISTORY     - 1977     POOR             NGS
 NF0115  HISTORY     - 19921116 GOOD             NGS
 NF0115  HISTORY     - 20000216 GOOD             NGS
 NF0115
 NF0115                          STATION DESCRIPTION
 NF0115
 NF0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NF0115'2 MI N FROM LESLIE.
 NF0115'2.0 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0115'STATION AT LESLIE, INGHAM COUNTY, AT A DIRT-ROAD CROSSING, 32
 NF0115'FEET NORTH OF THE CENTERLINE OF THE ROAD, 100 FEET EAST OF BENCH
 NF0115'MARK F 19, DESCRIBED ABOVE, 39.9 FEET EAST OF THE EAST RAIL AND
 NF0115'AT A FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 NF0115'CAP, STAMPED MICH. 969.903 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 NF0115'IRON PIPE PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- LEVELING BY
 NF0115'THE MICHIGAN GEODETIC SURVEY INDICATES THAT THIS BENCH MARK HAS
 NF0115'HEAVED ABOUT 0.35 FOOT DUE TO FROST ACTION.
 NF0115
 NF0115                          STATION RECOVERY (1977)
 NF0115
 NF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0115'LEVELING BY MICHIGAN GEODETIC SURVEYINDICATES THAT THIS BENCH MARK
 NF0115'HAS BEEN HEAVED ABOUT 0.35 FOOT DUE TO FROST ACTION. 2.0 MILES NORTH
 NF0115'ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION AT LESLIE,
 NF0115'INGHAM COUNTY, AT A DIRT-ROAD CROSSING, 32 FEET NORTH OF THE
 NF0115'CENTERLINE OF THE ROAD, 100 FEET EAST OF BENCH MARK F 19, DESCRIBED
 NF0115'ABOVE, 39.9 FEET EAST OF THE EAST RAIL AND AT A FENCE CORNER. A
 NF0115'UNITED STATES GEOLIGICAL SURVEY CAP, STAMPED MICH. 969.903 AND
 NF0115'RIVETED ON THE TOP OF A 3-1/2 INCH PIPE PROJECTING 1 FOOT ABOVE THE
 NF0115'GROUND.
 NF0115
 NF0115                          STATION RECOVERY (1992)
 NF0115
 NF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0115'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF0115'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 1.0
 NF0115'KM (0.60 MI) EASTERLY ALONG COVERT ROAD, 12.0 M (39.4 FT) EAST 0F THE
 NF0115'NEAR RAIL OF THE CONRAIL RAILROAD, 10.4 M (34.1 FT) WEST OF THE CENTER
 NF0115'OF A FIELD ENTRANCE, 9.4 M (30.8 FT) NORTH OF THE ROAD CENTERLINE, 0.2
 NF0115'M (0.7 FT) NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 0.2 M (0.7
 NF0115'FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 NF0115'POST.  NOTE--THE DISK IS AFFIXED TO A METAL PIPE AND PROJECTS 0.02 M
 NF0115'(0.07 FT) ABOVE THE GROUND SURFACE.
 NF0115
 NF0115                          STATION RECOVERY (2000)
 NF0115
 NF0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0115'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0168 ***********************************************************************
 NF0168  DESIGNATION -  984
 NF0168  PID         -  NF0168
 NF0168  STATE/COUNTY-  MI/JACKSON
 NF0168  USGS QUAD   -  CEMENT CITY (1971)
 NF0168
 NF0168                         *CURRENT SURVEY CONTROL
 NF0168  ___________________________________________________________________
 NF0168* NAD 83(1986)-  42 06 27.     (N)    084 15 48.     (W)     SCALED    
 NF0168* NAVD 88     -       299.410  (meters)     982.31   (feet)  ADJUSTED  
 NF0168  ___________________________________________________________________
 NF0168  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NF0168  DYNAMIC HT  -         299.297 (meters)     981.94  (feet)  COMP
 NF0168  MODELED GRAV-     980,238.2   (mgal)                       NAVD 88
 NF0168
 NF0168  VERT ORDER  -  SECOND    CLASS 0
 NF0168
 NF0168.The horizontal coordinates were scaled from a topographic map and have
 NF0168.an estimated accuracy of +/- 6 seconds.
 NF0168
 NF0168.The orthometric height was determined by differential leveling
 NF0168.and adjusted by the National Geodetic Survey in June 1991..
 NF0168
 NF0168.The geoid height was determined by GEOID03.
 NF0168
 NF0168.The dynamic height is computed by dividing the NAVD 88
 NF0168.geopotential number by the normal gravity value computed on the
 NF0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0168.degrees latitude (g = 980.6199 gals.).
 NF0168
 NF0168.The modeled gravity was interpolated from observed gravity values.
 NF0168
 NF0168;                    North         East    Units  Estimated Accuracy
 NF0168;SPC MI S     -    67,490.    4,008,550.      MT  (+/- 180 meters Scaled)
 NF0168
 NF0168                          SUPERSEDED SURVEY CONTROL
 NF0168
 NF0168  NGVD 29 (??/??/92)  299.523  (m)          982.68   (f) ADJ UNCH    2 0
 NF0168
 NF0168.Superseded values are not recommended for survey control.
 NF0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0168.See file dsdata.txt to determine how the superseded data were derived.
 NF0168
 NF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM262653(NAD 83)
 NF0168_MARKER: Q = CHISELED SQUARE
 NF0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0168_SP_SET: HEADWALL
 NF0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0168
 NF0168  HISTORY     - Date     Condition        Report By
 NF0168  HISTORY     - UNK      MONUMENTED       USGS
 NF0168  HISTORY     - 1934     GOOD             NGS
 NF0168
 NF0168                          STATION DESCRIPTION
 NF0168
 NF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0168'0.8 MI W FROM BROOKLYN.
 NF0168'0.8 MILE WEST ALONG COUNTY HIGHWAY 352, FROM BROOKLYN, 84 YARDS
 NF0168'EAST OF THE FARMHOUSE OF G.R. BOYED, 71.0 FEET NORTHWEST OF
 NF0168'POLE 225, AND IN THE TOP OF A CONCRETE HEADWALL, 10.9 FEET SOUTH
 NF0168'OF A FENCE LINE.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0029 ***********************************************************************
 SG0029  DESIGNATION -  987 USGS
 SG0029  PID         -  SG0029
 SG0029  STATE/COUNTY-  MI/KEWEENAW
 SG0029  USGS QUAD   -  MOHAWK (1975)
 SG0029
 SG0029                         *CURRENT SURVEY CONTROL
 SG0029  ___________________________________________________________________
 SG0029* NAD 83(1986)-  47 22 16.     (N)    088 18 50.     (W)     SCALED    
 SG0029* NAVD 88     -       300.413  (meters)     985.61   (feet)  ADJUSTED  
 SG0029  ___________________________________________________________________
 SG0029  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 SG0029  DYNAMIC HT  -         300.463 (meters)     985.77  (feet)  COMP
 SG0029  MODELED GRAV-     980,772.7   (mgal)                       NAVD 88
 SG0029
 SG0029  VERT ORDER  -  FIRST     CLASS II
 SG0029
 SG0029.The horizontal coordinates were scaled from a topographic map and have
 SG0029.an estimated accuracy of +/- 6 seconds.
 SG0029
 SG0029.The orthometric height was determined by differential leveling
 SG0029.and adjusted by the National Geodetic Survey in June 1991..
 SG0029
 SG0029.The geoid height was determined by GEOID03.
 SG0029
 SG0029.The dynamic height is computed by dividing the NAVD 88
 SG0029.geopotential number by the normal gravity value computed on the
 SG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0029.degrees latitude (g = 980.6199 gals.).
 SG0029
 SG0029.The modeled gravity was interpolated from observed gravity values.
 SG0029
 SG0029;                    North         East    Units  Estimated Accuracy
 SG0029;SPC MI N     -   288,460.    7,900,760.      MT  (+/- 180 meters Scaled)
 SG0029
 SG0029                          SUPERSEDED SURVEY CONTROL
 SG0029
 SG0029  NGVD 29 (??/??/92)  300.414  (m)          985.61   (f) ADJ UNCH    1 2
 SG0029
 SG0029.Superseded values are not recommended for survey control.
 SG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0029.See file dsdata.txt to determine how the superseded data were derived.
 SG0029
 SG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT008472(NAD 83)
 SG0029_MARKER: DD = SURVEY DISK
 SG0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0029_STAMPING: PRIM TRAV STA 987
 SG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0029+STABILITY: SURFACE MOTION
 SG0029
 SG0029  HISTORY     - Date     Condition        Report By
 SG0029  HISTORY     - UNK      MONUMENTED       USGS
 SG0029  HISTORY     - 1934     GOOD             NGS
 SG0029  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 SG0029
 SG0029                          STATION DESCRIPTION
 SG0029
 SG0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 SG0029'6 MI N FROM MOHAWK.
 SG0029'ABOUT 6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0029'COUNTY, THENCE ABOUT 1 MILE ALONG COUNTY HIGHWAY 365, AT THE
 SG0029'CLIFF MINES, ABOUT 600 FEET SOUTHEAST OF A MINE, AT A T-ROAD,
 SG0029'ON THE EAST SIDE OF THE HIGHWAY, AND 45 FEET EAST OF A STONE
 SG0029'MONUMENT IN MEMORY OF JOHN HAYS.  A UNITED STATES GEOLOGICAL
 SG0029'SURVEY STANDARD DISK, STAMPED PRIM. TRAV. STA. 987 AND SET IN THE
 SG0029'TOP OF A CONCRETE POST.
 SG0029
 SG0029                          STATION RECOVERY (1982)
 SG0029
 SG0029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SG0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0135 ***********************************************************************
 OK0135  DESIGNATION -  99 1/2
 OK0135  PID         -  OK0135
 OK0135  STATE/COUNTY-  MI/CLINTON
 OK0135  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0135
 OK0135                         *CURRENT SURVEY CONTROL
 OK0135  ___________________________________________________________________
 OK0135* NAD 83(1986)-  43 00 17.     (N)    084 35 03.     (W)     SCALED    
 OK0135* NAVD 88     -       229.677  (meters)     753.53   (feet)  ADJUSTED  
 OK0135  ___________________________________________________________________
 OK0135  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 OK0135  DYNAMIC HT  -         229.625 (meters)     753.36  (feet)  COMP
 OK0135  MODELED GRAV-     980,387.3   (mgal)                       NAVD 88
 OK0135
 OK0135  VERT ORDER  -  SECOND    CLASS 0
 OK0135
 OK0135.The horizontal coordinates were scaled from a topographic map and have
 OK0135.an estimated accuracy of +/- 6 seconds.
 OK0135
 OK0135.The orthometric height was determined by differential leveling
 OK0135.and adjusted by the National Geodetic Survey in June 1991..
 OK0135
 OK0135.The geoid height was determined by GEOID03.
 OK0135
 OK0135.The dynamic height is computed by dividing the NAVD 88
 OK0135.geopotential number by the normal gravity value computed on the
 OK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0135.degrees latitude (g = 980.6199 gals.).
 OK0135
 OK0135.The modeled gravity was interpolated from observed gravity values.
 OK0135
 OK0135;                    North         East    Units  Estimated Accuracy
 OK0135;SPC MI S     -   167,160.    3,982,270.      MT  (+/- 180 meters Scaled)
 OK0135
 OK0135                          SUPERSEDED SURVEY CONTROL
 OK0135
 OK0135  NGVD 29 (??/??/92)  229.817  (m)          753.99   (f) ADJ UNCH    2 0
 OK0135
 OK0135.Superseded values are not recommended for survey control.
 OK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0135.See file dsdata.txt to determine how the superseded data were derived.
 OK0135
 OK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN969641(NAD 83)
 OK0135_MARKER: Z = SEE DESCRIPTION
 OK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0135_STAMPING: BM 99 1/2
 OK0135_MARK LOGO: GTWRR 
 OK0135_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0135+STABILITY: SURFACE MOTION
 OK0135
 OK0135  HISTORY     - Date     Condition        Report By
 OK0135  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0135  HISTORY     - 1934     GOOD             NGS
 OK0135  HISTORY     - 19941024 GOOD             LOCENG
 OK0135  HISTORY     - 19951024 GOOD             LOCENG
 OK0135
 OK0135                          STATION DESCRIPTION
 OK0135
 OK0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0135'1.4 MI W FROM ST JOHNS.
 OK0135'1.4 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0135'STATION AT SAINT JOHNS, CLINTON COUNTY, 150 YARDS SOUTHWEST OF A
 OK0135'BARN WITH A CONCRETE SILO, 46 FEET NORTH OF THE NORTH RAIL, 1.8
 OK0135'FEET SOUTH OF A FENCE, AND 6 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0135'A BRONZE PLUG, STAMPED 99 1/2 AND SET IN THE TOP OF A CONCRETE
 OK0135'POST.
 OK0135
 OK0135                          STATION RECOVERY (1994)
 OK0135
 OK0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0135'RECOVERED STATION WITH THE FOLLOWING ADDITION.  SET CARSONITE WITNESS
 OK0135'POST BY STATION 2.0 FT (0.6 M) NORTH.
 OK0135
 OK0135                          STATION RECOVERY (1995)
 OK0135
 OK0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (EH)
 OK0135'RECOVERED STATION WITH THE FOLLOWING ADDITION.  SET CARSONITE WITNESS
 OK0135'POST BY STATION 2.0 FT (0.6 M) NORTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0120 ***********************************************************************
 RK0120  DESIGNATION -  991 USGS
 RK0120  PID         -  RK0120
 RK0120  STATE/COUNTY-  MI/MARQUETTE
 RK0120  USGS QUAD   -  MARQUETTE (1975)
 RK0120
 RK0120                         *CURRENT SURVEY CONTROL
 RK0120  ___________________________________________________________________
 RK0120* NAD 83(1986)-  46 32 40.     (N)    087 27 25.     (W)     SCALED    
 RK0120* NAVD 88     -       301.757  (meters)     990.01   (feet)  POSTED    
 RK0120  ___________________________________________________________________
 RK0120  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 RK0120  DYNAMIC HT  -         301.780 (meters)     990.09  (feet)  COMP
 RK0120  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 RK0120
 RK0120  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RK0120
 RK0120.The horizontal coordinates were scaled from a topographic map and have
 RK0120.an estimated accuracy of +/- 6 seconds.
 RK0120
 RK0120.The orthometric height was determined by differential leveling
 RK0120.and adjusted by the National Geodetic Survey in 1992..
 RK0120.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RK0120.rate of 1.1 thru 2.0 mm/km.
 RK0120
 RK0120.The geoid height was determined by GEOID03.
 RK0120
 RK0120.The dynamic height is computed by dividing the NAVD 88
 RK0120.geopotential number by the normal gravity value computed on the
 RK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0120.degrees latitude (g = 980.6199 gals.).
 RK0120
 RK0120.The modeled gravity was interpolated from observed gravity values.
 RK0120
 RK0120;                    North         East    Units  Estimated Accuracy
 RK0120;SPC MI N     -   195,840.    7,964,960.      MT  (+/- 180 meters Scaled)
 RK0120
 RK0120                          SUPERSEDED SURVEY CONTROL
 RK0120
 RK0120  NGVD 29 (??/??/92)  301.710  (m)          989.86   (f) ADJ UNCH    1 2
 RK0120
 RK0120.Superseded values are not recommended for survey control.
 RK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0120.See file dsdata.txt to determine how the superseded data were derived.
 RK0120
 RK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS649546(NAD 83)
 RK0120_MARKER: DD = SURVEY DISK
 RK0120_SETTING: 66 = SET IN ROCK OUTCROP
 RK0120_SP_SET: ROCK SHELF
 RK0120_STAMPING: 991 ADJ 1903
 RK0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0120+STABILITY: POSITION/ELEVATION WELL
 RK0120
 RK0120  HISTORY     - Date     Condition        Report By
 RK0120  HISTORY     - 1903     MONUMENTED       USGS
 RK0120  HISTORY     - 1948     GOOD             NGS
 RK0120  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0120  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0120
 RK0120                          STATION DESCRIPTION
 RK0120
 RK0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RK0120'3 MI W FROM MARQUETTE.
 RK0120'ABOUT 3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0120'RAILWAY FROM THE STATION AT MARQUETTE, AT THE CROSSING OF A BLACK
 RK0120'TOP ROAD WHICH IS THE ABANDONED ROUTE OF STATE HIGHWAY 28, ABOUT
 RK0120'90 YARDS WEST ALONG THE TRACK FROM MILE POST 158, 70 FEET
 RK0120'NORTH-NORTHEAST OF THE NORTH-NORTHEAST RAIL, 64 FEET NORTH OF
 RK0120'AN AUTOMATIC WARNING SIGNAL AT THE CROSSING, 24 FEET WEST OF THE
 RK0120'CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST AND ABOUT 8 FEET
 RK0120'BELOW AN 18-INCH PINE TREE GROWING ON THE EDGE OF THE HIGHWAY
 RK0120'CUT, ON THE TOP OF A SMALL AND THE LOWEST SHELF OF ROCK AT THE
 RK0120'SOUTHEAST TIP OF A LARGE ROCK OUTCROP, 3 FEET LOWER THAN THE
 RK0120'LEVEL OF A MUCH LARGER SHELF IN THE ROCK, 3 FEET LOWER THAN THE
 RK0120'TRACK AND ABOUT LEVEL WITH THE ROAD, A DISK SET IN A SHELF OF
 RK0120'ROCK.
 RK0120
 RK0120                          STATION RECOVERY (1985)
 RK0120
 RK0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0120'MARK NOT FOUND.
 RK0120
 RK0120                          STATION RECOVERY (2000)
 RK0120
 RK0120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0120'IT IS BELIEVED THE MARK MAY BE BURIED AS MUCH AS 3 FT BELOW GROUND.
 RK0120'DUG FOR OVER 1 HOUR BUT DID NOT FIND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1376 ***********************************************************************
 RL1376  DESIGNATION -  999.7
 RL1376  PID         -  RL1376
 RL1376  STATE/COUNTY-  MI/ONTONAGON
 RL1376  USGS QUAD   -  BERGLAND NE (1975)
 RL1376
 RL1376                         *CURRENT SURVEY CONTROL
 RL1376  ___________________________________________________________________
 RL1376* NAD 83(1986)-  46 44 14.     (N)    089 33 47.     (W)     SCALED    
 RL1376* NAVD 88     -       304.486  (meters)     998.97   (feet)  ADJUSTED  
 RL1376  ___________________________________________________________________
 RL1376  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1376  DYNAMIC HT  -         304.526 (meters)     999.10  (feet)  COMP
 RL1376  MODELED GRAV-     980,735.6   (mgal)                       NAVD 88
 RL1376
 RL1376  VERT ORDER  -  SECOND    CLASS 0
 RL1376
 RL1376.The horizontal coordinates were scaled from a topographic map and have
 RL1376.an estimated accuracy of +/- 6 seconds.
 RL1376
 RL1376.The orthometric height was determined by differential leveling
 RL1376.and adjusted by the National Geodetic Survey in June 1991..
 RL1376
 RL1376.The geoid height was determined by GEOID03.
 RL1376
 RL1376.The dynamic height is computed by dividing the NAVD 88
 RL1376.geopotential number by the normal gravity value computed on the
 RL1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1376.degrees latitude (g = 980.6199 gals.).
 RL1376
 RL1376.The modeled gravity was interpolated from observed gravity values.
 RL1376
 RL1376;                    North         East    Units  Estimated Accuracy
 RL1376;SPC MI N     -   220,330.    7,804,160.      MT  (+/- 180 meters Scaled)
 RL1376
 RL1376                          SUPERSEDED SURVEY CONTROL
 RL1376
 RL1376  NGVD 29 (??/??/92)  304.514  (m)          999.06   (f) ADJ UNCH    2 0
 RL1376
 RL1376.Superseded values are not recommended for survey control.
 RL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1376.See file dsdata.txt to determine how the superseded data were derived.
 RL1376
 RL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041791(NAD 83)
 RL1376_MARKER: Z = SEE DESCRIPTION
 RL1376_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1376_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RL1376_STAMPING: S 56
 RL1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1376
 RL1376  HISTORY     - Date     Condition        Report By
 RL1376  HISTORY     - UNK      MONUMENTED       USGS
 RL1376  HISTORY     - 1948     GOOD             NGS
 RL1376  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1376  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1376  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1376
 RL1376                          STATION DESCRIPTION
 RL1376
 RL1376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1376'1.2 MI S FROM WHITE PINE.
 RL1376'ABOUT 1.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1376'AT WHITE PINE, 33 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 RL1376'OF THE HIGHWAY AND A SIDE ROAD LEADING SOUTHEAST, IN LINE WITH
 RL1376'THE PROLONGED CENTER LINE OF THE ROAD SOUTHEAST, 165 FEET SOUTH
 RL1376'OF THE WEST END OF AN 18-INCH PIPE CULVERT, 4 FEET NORTH OF A
 RL1376'TRIANGULAR BLAZED 10-INCH POPLAR TREE, ABOUT LEVEL WITH THE
 RL1376'HIGHWAY AND IS A LEAD PLUG SET IN THE TOP OF A 3-INCH CONCRETE
 RL1376'FILLED IRON PIPE PROJECTING 10 INCHES.
 RL1376
 RL1376                          STATION RECOVERY (1987)
 RL1376
 RL1376'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1376'MARK NOT FOUND.
 RL1376
 RL1376                          STATION RECOVERY (1995)
 RL1376
 RL1376'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1376'MARK NOT FOUND.
 RL1376
 RL1376                          STATION RECOVERY (2004)
 RL1376
 RL1376'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0076 ***********************************************************************
 NF0076  DESIGNATION -  A
 NF0076  PID         -  NF0076
 NF0076  STATE/COUNTY-  MI/INGHAM
 NF0076  USGS QUAD   -  EAST LANSING (1970)
 NF0076
 NF0076                         *CURRENT SURVEY CONTROL
 NF0076  ___________________________________________________________________
 NF0076* NAD 83(1986)-  42 43 17.     (N)    084 27 45.     (W)     SCALED    
 NF0076* NAVD 88     -       256.98   (+/-2cm)     843.1    (feet)  VERTCON   
 NF0076  ___________________________________________________________________
 NF0076  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0076
 NF0076  VERT ORDER  -  ? (See Below)
 NF0076
 NF0076.The horizontal coordinates were scaled from a topographic map and have
 NF0076.an estimated accuracy of +/- 6 seconds.
 NF0076
 NF0076.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0076.The vertical order pertains to the NGVD 29 superseded value.
 NF0076
 NF0076.The geoid height was determined by GEOID03.
 NF0076
 NF0076;                    North         East    Units  Estimated Accuracy
 NF0076;SPC MI S     -   135,670.    3,992,150.      MT  (+/- 180 meters Scaled)
 NF0076
 NF0076                          SUPERSEDED SURVEY CONTROL
 NF0076
 NF0076  NGVD 29 (??/??/92)  257.108  (m)          843.53   (f) ADJ UNCH    ?  
 NF0076
 NF0076.Superseded values are not recommended for survey control.
 NF0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0076.See file dsdata.txt to determine how the superseded data were derived.
 NF0076
 NF0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN077329(NAD 83)
 NF0076_MARKER: DD = SURVEY DISK
 NF0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0076_STAMPING: A
 NF0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0076+STABILITY: SURFACE MOTION
 NF0076
 NF0076  HISTORY     - Date     Condition        Report By
 NF0076  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0076  HISTORY     - 1932     GOOD             MISCOL
 NF0076  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0076  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0076
 NF0076                          STATION DESCRIPTION
 NF0076
 NF0076'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0076'AT EAST LANSING.
 NF0076'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0076'FARM, AT THE SOUTHWEST CORNER OF PINETUM, 25.8 FEET EAST OF THE
 NF0076'CENTERLINE OF HAGARDORN ROAD, AND 4.2 FEET NORTH OF A POINT
 NF0076'2.5 FEET WEST OF A FENCE CORNER.  A MICHIGAN STATE COLLEGE
 NF0076'STANDARD DISK, STAMPED A AND SET IN THE TOP OF A CONCRETE POST.
 NF0076
 NF0076                          STATION RECOVERY (1978)
 NF0076
 NF0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0076'MARK NOT FOUND.
 NF0076
 NF0076                          STATION RECOVERY (1989)
 NF0076
 NF0076'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0270 ***********************************************************************
 QK0270  DESIGNATION -  A 1 MIDH
 QK0270  PID         -  QK0270
 QK0270  STATE/COUNTY-  MI/CHEBOYGAN
 QK0270  USGS QUAD   -  ST IGNACE (1976)
 QK0270
 QK0270                         *CURRENT SURVEY CONTROL
 QK0270  ___________________________________________________________________
 QK0270* NAD 83(1994)-  45 47 16.19111(N)    084 43 55.86031(W)     ADJUSTED  
 QK0270* NAVD 88     -       178.746  (meters)     586.44   (feet)  ADJUSTED  
 QK0270  ___________________________________________________________________
 QK0270  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 QK0270  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0270  DYNAMIC HT  -         178.751 (meters)     586.45  (feet)  COMP
 QK0270  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 QK0270  OBS GRAVITY -     980,639.7   (mgal)                       GRAV_OBS
 QK0270
 QK0270  HORZ ORDER  -  FIRST
 QK0270  VERT ORDER  -  FIRST     CLASS I
 QK0270
 QK0270.The horizontal coordinates were established by classical geodetic methods
 QK0270.and adjusted by the National Geodetic Survey in February 1997..
 QK0270
 QK0270.The orthometric height was determined by differential leveling
 QK0270.and adjusted by the National Geodetic Survey in June 1991..
 QK0270.WARNING-Repeat measurements at this control monument indicate possible
 QK0270.vertical movement.
 QK0270
 QK0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0270
 QK0270.The geoid height was determined by GEOID03.
 QK0270
 QK0270.The dynamic height is computed by dividing the NAVD 88
 QK0270.geopotential number by the normal gravity value computed on the
 QK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0270.degrees latitude (g = 980.6199 gals.).
 QK0270
 QK0270.The modeled gravity was interpolated from observed gravity values.
 QK0270.The observed gravity was obtained from relative gravimeter ties
 QK0270.to the IGSN71 gravity network.
 QK0270
 QK0270;                    North         East     Units Scale Factor Converg.
 QK0270;SPC MI C     -   274,670.762 5,971,577.325   MT  1.00002150   -0 15 29.5
 QK0270;SPC MI C     -   901,150.79 19,591,789.12   iFT  1.00002150   -0 15 29.5
 QK0270;UTM  16      - 5,072,975.545   676,271.053   MT  0.99998200   +1 37 33.3
 QK0270
 QK0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0270!SPC MI C     -   0.99997753  x   1.00002150  =   0.99999903
 QK0270!UTM  16      -   0.99997753  x   0.99998200  =   0.99995953
 QK0270
 QK0270:                Primary Azimuth Mark                     Grid Az
 QK0270:SPC MI C     -  ROUND ISLAND LIGHT                       056 08 40.4
 QK0270:UTM  16      -  ROUND ISLAND LIGHT                       054 15 37.6
 QK0270
 QK0270|---------------------------------------------------------------------|
 QK0270| PID    Reference Object                     Distance      Geod. Az  |
 QK0270|                                                           dddmmss.s |
 QK0270| QK0726 ROUND ISLAND LIGHT                  APPROX.11.0 KM 0555310.9 |
 QK0270| QK0725 ROUND ISLAND LH USLS 1896           APPROX.10.5 KM 0582728.5 |
 QK0270| QK0731 MACKINAW CITY CG RADIO MAST         237.559 METERS 09502     |
 QK0270|---------------------------------------------------------------------|
 QK0270
 QK0270                          SUPERSEDED SURVEY CONTROL
 QK0270
 QK0270  NAD 83(1986)-  45 47 16.18392(N)    084 43 55.85994(W) AD(       ) 1
 QK0270  NAD 27      -  45 47 16.14300(N)    084 43 55.68300(W) AD(       ) 1
 QK0270  NGVD 29 (??/??/92)  178.768  (m)          586.51   (f) ADJ UNCH    1 1
 QK0270
 QK0270.Superseded values are not recommended for survey control.
 QK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0270.See file dsdata.txt to determine how the superseded data were derived.
 QK0270
 QK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7627172976(NAD 83)
 QK0270_MARKER: DD = SURVEY DISK
 QK0270_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0270_SP_SET: BRIDGE
 QK0270_MARK LOGO: MIDH  
 QK0270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0270+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 QK0270
 QK0270  HISTORY     - Date     Condition        Report By
 QK0270  HISTORY     - 1954     MONUMENTED       MIDH
 QK0270  HISTORY     - 1972     GOOD
 QK0270  HISTORY     - 1983     GOOD             NGS
 QK0270  HISTORY     - 20030607 GOOD             USPSQD
 QK0270
 QK0270                          STATION DESCRIPTION
 QK0270
 QK0270'DESCRIBED BY MI DEPT OF HIGHWAYS 1954 (CTH)
 QK0270'STATION IS SITUATED WITHIN THE CITY LIMITS OF MACKINAW CITY, WITHIN
 QK0270'THE CONFINES OF
 QK0270'THE MACKINAC STATE PARK.  THE POINT IS SET ON THE CENTERLINE
 QK0270'OF THE EXTENSION OF 4TH ST.
 QK0270'APPROXIMATELY 25 FEET NORTH OF THE NORTH
 QK0270'EDGE OF THE PAVING AT THE TURNAROUND.  THIS
 QK0270'POINT ORIGINALLY ESTABLISHED
 QK0270'BY THE MICHIGAN STATE HIGHWAY DEPT. AND DESIGNATES THE
 QK0270'CENTERLINE OF THE
 QK0270'PROPOSED STRAITS OF MACKINAC BRIDGE.  THE MARK CONSISTS OF A TWO-INCH
 QK0270'IRON PIPE WITH CAP
 QK0270'AND IS SET IN CONCRETE, TOP OF CAP HAS INSCRIBED TRIANGLE
 QK0270'WITH PUNCHMARK IN CENTER, ONLY THE
 QK0270'CAP PROTRUDES ABOVE THE CONCRETE.
 QK0270'
 QK0270'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
 QK0270
 QK0270                          STATION RECOVERY (1972)
 QK0270
 QK0270'RECOVERED 1972
 QK0270'AT MACKINAW CITY.
 QK0270'A 1 IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, UNDER THE
 QK0270'SOUTH APPROACH TO THE MACKINAC BRIDGE, NORTH OF THE INTERSECTION
 QK0270'OF HURON AVENUE AND NICOLET STREET, AT THE MACKINAC BRIDGE
 QK0270'AUTHORITY BRUILDING HOUSING THE WILDERNESS STATE PARK, FORT
 QK0270'MICHIMILIMAC, ADMISSIONS ENTRANCE, 15.3 FEET NORTH OF SOUTH
 QK0270'CURB OF SIDEWALK, 15.0 FEET SOUTHEAST OF SOUTHWEST CORNER AND
 QK0270'15.0 FEET SOUTHWEST OF SOUTHEAST CORNER OF BUILDING, 14.8 FEET
 QK0270'EAST OF NORTHEAST CORNER OF WEST PILLAR, 14.8 FEET WEST OF
 QK0270'NORTHWEST CORNER OF EAST PILLAR, 27-INCHES BELOW SURFACE, UNDER
 QK0270'8-INCH DIAMETER HANDHOLE COVER, LABELED, WATER, BEING HIGHEST
 QK0270'POINT OVER CROSS IN BRONZE DISC SET IN CONCRETE, MARK IS ALSO
 QK0270'THE SOUTH CENTERLINE OF MACKINAC BRIDGE.  NOTE-- PREV. DESIG.
 QK0270'A 1 1972.
 QK0270
 QK0270                          STATION RECOVERY (1983)
 QK0270
 QK0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0270'RECOVERED IN GOOD CONDITION.
 QK0270
 QK0270                          STATION RECOVERY (2003)
 QK0270
 QK0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0103 ***********************************************************************
 OJ0103  DESIGNATION -  A 100
 OJ0103  PID         -  OJ0103
 OJ0103  STATE/COUNTY-  MI/ST CLAIR
 OJ0103  USGS QUAD   -  BROCKWAY (1978)
 OJ0103
 OJ0103                         *CURRENT SURVEY CONTROL
 OJ0103  ___________________________________________________________________
 OJ0103* NAD 83(1986)-  43 06 08.     (N)    082 45 07.     (W)     SCALED    
 OJ0103* NAVD 88     -       238.825  (meters)     783.54   (feet)  ADJUSTED  
 OJ0103  ___________________________________________________________________
 OJ0103  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0103  DYNAMIC HT  -         238.769 (meters)     783.36  (feet)  COMP
 OJ0103  MODELED GRAV-     980,382.0   (mgal)                       NAVD 88
 OJ0103
 OJ0103  VERT ORDER  -  SECOND    CLASS 0
 OJ0103
 OJ0103.The horizontal coordinates were scaled from a topographic map and have
 OJ0103.an estimated accuracy of +/- 6 seconds.
 OJ0103
 OJ0103.The orthometric height was determined by differential leveling
 OJ0103.and adjusted by the National Geodetic Survey in June 1991..
 OJ0103
 OJ0103.The geoid height was determined by GEOID03.
 OJ0103
 OJ0103.The dynamic height is computed by dividing the NAVD 88
 OJ0103.geopotential number by the normal gravity value computed on the
 OJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0103.degrees latitude (g = 980.6199 gals.).
 OJ0103
 OJ0103.The modeled gravity was interpolated from observed gravity values.
 OJ0103
 OJ0103;                    North         East    Units  Estimated Accuracy
 OJ0103;SPC MI S     -   179,230.    4,131,430.      MT  (+/- 180 meters Scaled)
 OJ0103
 OJ0103                          SUPERSEDED SURVEY CONTROL
 OJ0103
 OJ0103  NGVD 29 (??/??/92)  238.945  (m)          783.94   (f) ADJ UNCH    2 0
 OJ0103
 OJ0103.Superseded values are not recommended for survey control.
 OJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0103.See file dsdata.txt to determine how the superseded data were derived.
 OJ0103
 OJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH574736(NAD 83)
 OJ0103_MARKER: DB = BENCH MARK DISK
 OJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0103_STAMPING: A 100 1934
 OJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0103+STABILITY: SURFACE MOTION
 OJ0103
 OJ0103  HISTORY     - Date     Condition        Report By
 OJ0103  HISTORY     - 1934     MONUMENTED       CGS
 OJ0103  HISTORY     - 1960     GOOD             NGS
 OJ0103
 OJ0103                          STATION DESCRIPTION
 OJ0103
 OJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0103'3.1 MI SE FROM YALE.
 OJ0103'3.1 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OJ0103'THE STATION AT YALE, ST. CLAIR COUNTY, AT A DIRT-ROAD CROSSING,
 OJ0103'27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 19 FEET NORTHEAST
 OJ0103'OF THE NORTHEAST RAIL, AND 4 FEET LOWER THAN THE TRACK.  A
 OJ0103'STANDARD DISK, STAMPED A 100 1934 AND SET IN THE TOP OF A
 OJ0103'CONCRETE POST.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0325 ***********************************************************************
 OJ0325  DESIGNATION -  A 101 RESET 1960
 OJ0325  PID         -  OJ0325
 OJ0325  STATE/COUNTY-  MI/TUSCOLA
 OJ0325  USGS QUAD   -  JUNIATA (1963)
 OJ0325
 OJ0325                         *CURRENT SURVEY CONTROL
 OJ0325  ___________________________________________________________________
 OJ0325* NAD 83(1986)-  43 21 20.     (N)    083 28 56.     (W)     SCALED    
 OJ0325* NAVD 88     -       215.75   (+/-2cm)     707.8    (feet)  VERTCON   
 OJ0325  ___________________________________________________________________
 OJ0325  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OJ0325
 OJ0325  VERT ORDER  -  THIRD (See Below)
 OJ0325
 OJ0325.The horizontal coordinates were scaled from a topographic map and have
 OJ0325.an estimated accuracy of +/- 6 seconds.
 OJ0325
 OJ0325.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0325.The vertical order pertains to the NGVD 29 superseded value.
 OJ0325
 OJ0325.The geoid height was determined by GEOID03.
 OJ0325
 OJ0325;                    North         East    Units  Estimated Accuracy
 OJ0325;SPC MI S     -   206,490.    4,071,700.      MT  (+/- 180 meters Scaled)
 OJ0325
 OJ0325                          SUPERSEDED SURVEY CONTROL
 OJ0325
 OJ0325  NGVD 29 (??/??/??)  215.90   (m)          708.3    (f) RESET       3  
 OJ0325
 OJ0325.Superseded values are not recommended for survey control.
 OJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0325.See file dsdata.txt to determine how the superseded data were derived.
 OJ0325
 OJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ988032(NAD 83)
 OJ0325_MARKER: DB = BENCH MARK DISK
 OJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0325_STAMPING: A 101 1934 RESET 1960
 OJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0325+STABILITY: SURFACE MOTION
 OJ0325
 OJ0325  HISTORY     - Date     Condition        Report By
 OJ0325  HISTORY     - 1960     MONUMENTED       CGS
 OJ0325  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0325
 OJ0325                          STATION DESCRIPTION
 OJ0325
 OJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 OJ0325'1 MI W FROM JUNIATA.
 OJ0325'1.0 MILE WEST OF JUNIATA, TUSCOLA COUNTY, ALONG THE CHESAPEAKE
 OJ0325'AND OHIO RAILWAY, T. 11 N. R. 8 E., NEAR THE S. 1/16 CORNER
 OJ0325'SECTIONS 13 AND 14, 53 FEET SOUTH, 40 FEET EAST, AND 3.6 FEET
 OJ0325'LOWER THAN GRADE CROSSING, 2.5 FEET SOUTH OF FENCE IN A CONCRETE
 OJ0325'POST PROJECTING 3 INCHES ABOVE THE GROUND.  A STANDARD DISK,
 OJ0325'STAMPD A 101 1934 RESET 1960.
 OJ0325
 OJ0325                          STATION RECOVERY (1999)
 OJ0325
 OJ0325'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0087 ***********************************************************************
 OJ0087  DESIGNATION -  A 102
 OJ0087  PID         -  OJ0087
 OJ0087  STATE/COUNTY-  MI/SANILAC
 OJ0087  USGS QUAD   -  CARSONVILLE (1976)
 OJ0087
 OJ0087                         *CURRENT SURVEY CONTROL
 OJ0087  ___________________________________________________________________
 OJ0087* NAD 83(1986)-  43 25 35.     (N)    082 41 03.     (W)     SCALED    
 OJ0087* NAVD 88     -       232.700  (meters)     763.45   (feet)  ADJUSTED  
 OJ0087  ___________________________________________________________________
 OJ0087  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0087  DYNAMIC HT  -         232.654 (meters)     763.30  (feet)  COMP
 OJ0087  MODELED GRAV-     980,414.8   (mgal)                       NAVD 88
 OJ0087
 OJ0087  VERT ORDER  -  SECOND    CLASS 0
 OJ0087
 OJ0087.The horizontal coordinates were scaled from a topographic map and have
 OJ0087.an estimated accuracy of +/- 6 seconds.
 OJ0087
 OJ0087.The orthometric height was determined by differential leveling
 OJ0087.and adjusted by the National Geodetic Survey in June 1991..
 OJ0087
 OJ0087.The geoid height was determined by GEOID03.
 OJ0087
 OJ0087.The dynamic height is computed by dividing the NAVD 88
 OJ0087.geopotential number by the normal gravity value computed on the
 OJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0087.degrees latitude (g = 980.6199 gals.).
 OJ0087
 OJ0087.The modeled gravity was interpolated from observed gravity values.
 OJ0087
 OJ0087;                    North         East    Units  Estimated Accuracy
 OJ0087;SPC MI S     -   215,350.    4,136,230.      MT  (+/- 180 meters Scaled)
 OJ0087
 OJ0087                          SUPERSEDED SURVEY CONTROL
 OJ0087
 OJ0087  NGVD 29 (??/??/92)  232.822  (m)          763.85   (f) ADJ UNCH    2 0
 OJ0087
 OJ0087.Superseded values are not recommended for survey control.
 OJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0087.See file dsdata.txt to determine how the superseded data were derived.
 OJ0087
 OJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ636095(NAD 83)
 OJ0087_MARKER: DB = BENCH MARK DISK
 OJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0087_STAMPING: A 102 1934
 OJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0087+STABILITY: SURFACE MOTION
 OJ0087
 OJ0087  HISTORY     - Date     Condition        Report By
 OJ0087  HISTORY     - 1934     MONUMENTED       CGS
 OJ0087  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0087  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0087
 OJ0087                          STATION DESCRIPTION
 OJ0087
 OJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0087'0.3 MI W FROM CARSONVILLE.
 OJ0087'0.3 MILE WEST ALONG STATE HIGHWAY 46 FROM THE CHESAPEAKE AND
 OJ0087'OHIO RAILWAY STATION AT CARSONVILLE, SANILAC COUNTY, AT THE
 OJ0087'MIDDLE OF THE NORTH SIDE OF THE SCHOOL ATHLETIC FIELD, 49 YARDS
 OJ0087'EAST OF THE EAST END OF A CONCRETE CULVERT, 32.5 FEET SOUTH
 OJ0087'OF THE CENTERLINE OF THE HIGHWAY, 12.5 FEET SOUTHWEST OF A NO
 OJ0087'PARKING ON HIGHWAY SIGN, AND 1 FOOT HIGHER THAN THE HIGHWAY.  A
 OJ0087'STANDARD DISK, STAMPED A 102 1934 AND SET IN THE TOP OF A
 OJ0087'CONCRETE POST.  NOTE-- THIS MARK WAS PROBABLY DESTROYED DUE TO
 OJ0087'WIDENING OF ROAD.
 OJ0087
 OJ0087                          STATION RECOVERY (1994)
 OJ0087
 OJ0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0799 ***********************************************************************
 NE0799  DESIGNATION -  A 105
 NE0799  PID         -  NE0799
 NE0799  STATE/COUNTY-  MI/LIVINGSTON
 NE0799  USGS QUAD   -  OAK GROVE (1975)
 NE0799
 NE0799                         *CURRENT SURVEY CONTROL
 NE0799  ___________________________________________________________________
 NE0799* NAD 83(1986)-  42 42 18.     (N)    083 56 39.     (W)     SCALED    
 NE0799* NAVD 88     -       274.335  (meters)     900.05   (feet)  ADJUSTED  
 NE0799  ___________________________________________________________________
 NE0799  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NE0799  DYNAMIC HT  -         274.266 (meters)     899.82  (feet)  COMP
 NE0799  MODELED GRAV-     980,361.6   (mgal)                       NAVD 88
 NE0799
 NE0799  VERT ORDER  -  SECOND    CLASS 0
 NE0799
 NE0799.The horizontal coordinates were scaled from a topographic map and have
 NE0799.an estimated accuracy of +/- 6 seconds.
 NE0799
 NE0799.The orthometric height was determined by differential leveling
 NE0799.and adjusted by the National Geodetic Survey in June 1991..
 NE0799
 NE0799.The geoid height was determined by GEOID03.
 NE0799
 NE0799.The dynamic height is computed by dividing the NAVD 88
 NE0799.geopotential number by the normal gravity value computed on the
 NE0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0799.degrees latitude (g = 980.6199 gals.).
 NE0799
 NE0799.The modeled gravity was interpolated from observed gravity values.
 NE0799
 NE0799;                    North         East    Units  Estimated Accuracy
 NE0799;SPC MI S     -   133,940.    4,034,610.      MT  (+/- 180 meters Scaled)
 NE0799
 NE0799                          SUPERSEDED SURVEY CONTROL
 NE0799
 NE0799  NGVD 29 (??/??/92)  274.468  (m)          900.48   (f) ADJ UNCH    2 0
 NE0799
 NE0799.Superseded values are not recommended for survey control.
 NE0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0799.See file dsdata.txt to determine how the superseded data were derived.
 NE0799
 NE0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH588322(NAD 83)
 NE0799_MARKER: DB = BENCH MARK DISK
 NE0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0799_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0799_STAMPING: A 105 1934
 NE0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0799+STABILITY: SURFACE MOTION
 NE0799
 NE0799  HISTORY     - Date     Condition        Report By
 NE0799  HISTORY     - 1934     MONUMENTED       CGS
 NE0799  HISTORY     - 1973     GOOD             ENVENG
 NE0799  HISTORY     - 19950429 GOOD             USPSQD
 NE0799
 NE0799                          STATION DESCRIPTION
 NE0799
 NE0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0799'0.5 MI N FROM OAK GROVE.
 NE0799'0.5 MILE NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0799'AT OAK GROVE, LIVINGSTON COUNTY, 181 YARDS SOUTH OF MILEPOST 81,
 NE0799'15 YARDS SOUTHEAST OF THE CROSSING OF THE CENTERLINE OF A GRAVEL
 NE0799'ROAD AND THE EAST RAIL, 20.3 FEET EAST OF THE EAST RAIL, 5 YARDS
 NE0799'SOUTHWEST OF A 30-INCH OAK TREE, AND ABOUT 2 FEET LOWER THAN
 NE0799'THE TRACK.  A STANDARD DISK, STAMPED A 105 1934 AND SET IN THE
 NE0799'TOP OF A CONCRETE POST.
 NE0799
 NE0799                          STATION RECOVERY (1973)
 NE0799
 NE0799'RECOVERY NOTE BY ENVIRONMENTAL ENGINEERING INCORPORATED 1973
 NE0799'RECOVERED IN GOOD CONDITION.
 NE0799
 NE0799                          STATION RECOVERY (1995)
 NE0799
 NE0799'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0724 ***********************************************************************
 NE0724  DESIGNATION -  A 106
 NE0724  PID         -  NE0724
 NE0724  STATE/COUNTY-  MI/WASHTENAW
 NE0724  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE0724
 NE0724                         *CURRENT SURVEY CONTROL
 NE0724  ___________________________________________________________________
 NE0724* NAD 83(1986)-  42 17 16.     (N)    083 45 00.     (W)     SCALED    
 NE0724* NAVD 88     -       244.463  (meters)     802.04   (feet)  ADJUSTED  
 NE0724  ___________________________________________________________________
 NE0724  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NE0724  DYNAMIC HT  -         244.386 (meters)     801.79  (feet)  COMP
 NE0724  MODELED GRAV-     980,300.5   (mgal)                       NAVD 88
 NE0724
 NE0724  VERT ORDER  -  SECOND    CLASS 0
 NE0724
 NE0724.The horizontal coordinates were scaled from a topographic map and have
 NE0724.an estimated accuracy of +/- 6 seconds.
 NE0724
 NE0724.The orthometric height was determined by differential leveling
 NE0724.and adjusted by the National Geodetic Survey in June 1991..
 NE0724
 NE0724.The geoid height was determined by GEOID03.
 NE0724
 NE0724.The dynamic height is computed by dividing the NAVD 88
 NE0724.geopotential number by the normal gravity value computed on the
 NE0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0724.degrees latitude (g = 980.6199 gals.).
 NE0724
 NE0724.The modeled gravity was interpolated from observed gravity values.
 NE0724
 NE0724;                    North         East    Units  Estimated Accuracy
 NE0724;SPC MI S     -    87,690.    4,050,860.      MT  (+/- 180 meters Scaled)
 NE0724
 NE0724                          SUPERSEDED SURVEY CONTROL
 NE0724
 NE0724  NGVD 29 (??/??/92)  244.585  (m)          802.44   (f) ADJ UNCH    2 0
 NE0724
 NE0724.Superseded values are not recommended for survey control.
 NE0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0724.See file dsdata.txt to determine how the superseded data were derived.
 NE0724
 NE0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG732853(NAD 83)
 NE0724_MARKER: DB = BENCH MARK DISK
 NE0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0724_STAMPING: A 106 1934
 NE0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0724+STABILITY: SURFACE MOTION
 NE0724
 NE0724  HISTORY     - Date     Condition        Report By
 NE0724  HISTORY     - 1934     MONUMENTED       CGS
 NE0724  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0724  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0724
 NE0724                          STATION DESCRIPTION
 NE0724
 NE0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0724'AT ANN ARBOR.
 NE0724'AT ANN ARBOR, WASHTENAW COUNTY, 0.8 MILE NORTH ALONG THE ANN
 NE0724'ARBOR RAILROAD FROM THE NORTH END OF THE STATION, 150 YARDS
 NE0724'SOUTH OF THE CENTER OF THE SUMMIT STREET CROSSING, 23 YARDS
 NE0724'EAST OF THE EAST CORNER OF THE SNYDER BROS. CONSTRUCTION COMPANY
 NE0724'OFFICE, AND 22.6 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A
 NE0724'STANDARD DISK, STAMPED A 106 1934 AND SET IN THE TOP OF A
 NE0724'CONCRETE POST.
 NE0724
 NE0724                          STATION RECOVERY (1963)
 NE0724
 NE0724'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0724'MARK NOT FOUND.
 NE0724
 NE0724                          STATION RECOVERY (1987)
 NE0724
 NE0724'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0395 ***********************************************************************
 NE0395  DESIGNATION -  A 107
 NE0395  PID         -  NE0395
 NE0395  STATE/COUNTY-  MI/OAKLAND
 NE0395  USGS QUAD   -  ROCHESTER (1981)
 NE0395
 NE0395                         *CURRENT SURVEY CONTROL
 NE0395  ___________________________________________________________________
 NE0395* NAD 83(1986)-  42 40 34.     (N)    083 08 01.     (W)     SCALED    
 NE0395* NAVD 88     -       220.666  (meters)     723.97   (feet)  ADJUSTED  
 NE0395  ___________________________________________________________________
 NE0395  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0395  DYNAMIC HT  -         220.600 (meters)     723.75  (feet)  COMP
 NE0395  MODELED GRAV-     980,315.8   (mgal)                       NAVD 88
 NE0395
 NE0395  VERT ORDER  -  SECOND    CLASS 0
 NE0395
 NE0395.The horizontal coordinates were scaled from a topographic map and have
 NE0395.an estimated accuracy of +/- 6 seconds.
 NE0395
 NE0395.The orthometric height was determined by differential leveling
 NE0395.and adjusted by the National Geodetic Survey in June 1991..
 NE0395
 NE0395.The geoid height was determined by GEOID03.
 NE0395
 NE0395.The dynamic height is computed by dividing the NAVD 88
 NE0395.geopotential number by the normal gravity value computed on the
 NE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0395.degrees latitude (g = 980.6199 gals.).
 NE0395
 NE0395.The modeled gravity was interpolated from observed gravity values.
 NE0395
 NE0395;                    North         East    Units  Estimated Accuracy
 NE0395;SPC MI S     -   131,380.    4,101,060.      MT  (+/- 180 meters Scaled)
 NE0395
 NE0395                          SUPERSEDED SURVEY CONTROL
 NE0395
 NE0395  NGVD 29 (??/??/92)  220.801  (m)          724.41   (f) ADJ UNCH    2 0
 NE0395
 NE0395.Superseded values are not recommended for survey control.
 NE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0395.See file dsdata.txt to determine how the superseded data were derived.
 NE0395
 NE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251270(NAD 83)
 NE0395_MARKER: DB = BENCH MARK DISK
 NE0395_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0395_SP_SET: BRIDGE
 NE0395_STAMPING: A 107 1934
 NE0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0395
 NE0395  HISTORY     - Date     Condition        Report By
 NE0395  HISTORY     - 1934     MONUMENTED       CGS
 NE0395  HISTORY     - 1940     GOOD             NGS
 NE0395  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0395
 NE0395                          STATION DESCRIPTION
 NE0395
 NE0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0395'AT ROCHESTER.
 NE0395'AT ROCHESTER, OAKLAND COUNTY, 98 YARDS EAST OF THE SOUTHEAST
 NE0395'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 39 FEET
 NE0395'SOUTH OF A WARNING POST, AT A CONCRETE BRIDGE, IN THE TOP OF
 NE0395'THE NORTHEAST ABUTMENT, 21 FEET EAST OF THE CENTERLINE OF A
 NE0395'DIRT ROAD, AND ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD
 NE0395'DISK, STAMPED A 107 1934.
 NE0395
 NE0395                          STATION RECOVERY (1999)
 NE0395
 NE0395'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0657 ***********************************************************************
 NE0657  DESIGNATION -  A 108
 NE0657  PID         -  NE0657
 NE0657  STATE/COUNTY-  MI/WASHTENAW
 NE0657  USGS QUAD   -  YPSILANTI WEST (1983)
 NE0657
 NE0657                         *CURRENT SURVEY CONTROL
 NE0657  ___________________________________________________________________
 NE0657* NAD 83(1986)-  42 13 46.     (N)    083 43 46.     (W)     SCALED    
 NE0657* NAVD 88     -       252.039  (meters)     826.90   (feet)  ADJUSTED  
 NE0657  ___________________________________________________________________
 NE0657  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NE0657  DYNAMIC HT  -         251.958 (meters)     826.63  (feet)  COMP
 NE0657  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NE0657
 NE0657  VERT ORDER  -  SECOND    CLASS 0
 NE0657
 NE0657.The horizontal coordinates were scaled from a topographic map and have
 NE0657.an estimated accuracy of +/- 6 seconds.
 NE0657
 NE0657.The orthometric height was determined by differential leveling
 NE0657.and adjusted by the National Geodetic Survey in June 1991..
 NE0657
 NE0657.The geoid height was determined by GEOID03.
 NE0657
 NE0657.The dynamic height is computed by dividing the NAVD 88
 NE0657.geopotential number by the normal gravity value computed on the
 NE0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0657.degrees latitude (g = 980.6199 gals.).
 NE0657
 NE0657.The modeled gravity was interpolated from observed gravity values.
 NE0657
 NE0657;                    North         East    Units  Estimated Accuracy
 NE0657;SPC MI S     -    81,230.    4,052,600.      MT  (+/- 180 meters Scaled)
 NE0657
 NE0657                          SUPERSEDED SURVEY CONTROL
 NE0657
 NE0657  NGVD 29 (??/??/92)  252.157  (m)          827.29   (f) ADJ UNCH    2 0
 NE0657
 NE0657.Superseded values are not recommended for survey control.
 NE0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0657.See file dsdata.txt to determine how the superseded data were derived.
 NE0657
 NE0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG747788(NAD 83)
 NE0657_MARKER: DB = BENCH MARK DISK
 NE0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0657_STAMPING: A 108 1934
 NE0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0657+STABILITY: SURFACE MOTION
 NE0657
 NE0657  HISTORY     - Date     Condition        Report By
 NE0657  HISTORY     - 1934     MONUMENTED       CGS
 NE0657  HISTORY     - 1941     GOOD             NGS
 NE0657  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NE0657
 NE0657                          STATION DESCRIPTION
 NE0657
 NE0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0657'3.4 MI S FROM ANN ARBOR.
 NE0657'3.4 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0657'AT ANN ARBOR, WASHTENAW COUNTY, 25 YARDS SOUTH OF SIGNAL TOWER
 NE0657'41/8, 24.2 FEET SOUTHEAST OF THE CROSSING OF THE EAST RAIL AND
 NE0657'THE CENTERLINE OF A GRAVEL ROAD, 20.2 FEET SOUTH OF THE
 NE0657'CENTERLINE OF THE ROAD, AND 6 INCHES LOWER THAN THE TOP OF THE
 NE0657'RAIL.  A STANDARD DISK, STAMPED A 108 1934 AND SET IN THE
 NE0657'TOP OF A CONCRETE POST.  NOTE-- THE MARK IS 12 FEET EAST OF THE
 NE0657'EAST RAIL.
 NE0657
 NE0657                          STATION RECOVERY (1985)
 NE0657
 NE0657'RECOVERY NOTE BY US POWER SQUADRON 1985
 NE0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0215 ***********************************************************************
 NF0215  DESIGNATION -  A 11
 NF0215  PID         -  NF0215
 NF0215  STATE/COUNTY-  MI/CALHOUN
 NF0215  USGS QUAD   -  NORTHWEST ALBION (1980)
 NF0215
 NF0215                         *CURRENT SURVEY CONTROL
 NF0215  ___________________________________________________________________
 NF0215* NAD 83(1986)-  42 15 40.     (N)    084 47 14.     (W)     SCALED    
 NF0215* NAVD 88     -       287.523  (meters)     943.32   (feet)  ADJUSTED  
 NF0215  ___________________________________________________________________
 NF0215  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NF0215  DYNAMIC HT  -         287.423 (meters)     942.99  (feet)  COMP
 NF0215  MODELED GRAV-     980,267.4   (mgal)                       NAVD 88
 NF0215
 NF0215  VERT ORDER  -  FIRST     CLASS II
 NF0215
 NF0215.The horizontal coordinates were scaled from a topographic map and have
 NF0215.an estimated accuracy of +/- 6 seconds.
 NF0215
 NF0215.The orthometric height was determined by differential leveling
 NF0215.and adjusted by the National Geodetic Survey in June 1991..
 NF0215
 NF0215.The geoid height was determined by GEOID03.
 NF0215
 NF0215.The dynamic height is computed by dividing the NAVD 88
 NF0215.geopotential number by the normal gravity value computed on the
 NF0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0215.degrees latitude (g = 980.6199 gals.).
 NF0215
 NF0215.The modeled gravity was interpolated from observed gravity values.
 NF0215
 NF0215;                    North         East    Units  Estimated Accuracy
 NF0215;SPC MI S     -    84,630.    3,965,300.      MT  (+/- 180 meters Scaled)
 NF0215
 NF0215                          SUPERSEDED SURVEY CONTROL
 NF0215
 NF0215  NGVD 29 (??/??/92)  287.651  (m)          943.74   (f) ADJ UNCH    1 2
 NF0215
 NF0215.Superseded values are not recommended for survey control.
 NF0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0215.See file dsdata.txt to determine how the superseded data were derived.
 NF0215
 NF0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM825811(NAD 83)
 NF0215_MARKER: DB = BENCH MARK DISK
 NF0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0215_STAMPING: ELEV 943.735 FT A 11 1916
 NF0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0215+STABILITY: SURFACE MOTION
 NF0215
 NF0215  HISTORY     - Date     Condition        Report By
 NF0215  HISTORY     - 1916     MONUMENTED       CGS
 NF0215  HISTORY     - 1944     GOOD             NGS
 NF0215  HISTORY     - 1976     MARK NOT FOUND   USGS
 NF0215  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0215
 NF0215                          STATION DESCRIPTION
 NF0215
 NF0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NF0215'1.8 MI W FROM ALBION.
 NF0215'1.8 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0215'STATION AT ALBION, CALHOUN COUNTY, IN THE MIDDLE OF A SHORT
 NF0215'TANGENT, 39 FEET SOUTHEAST OF THE LEG NEAREST THE TRACKS OF
 NF0215'HIGH-TENSION TRANSMISSION-LINE TOWER 59302, AT YOUNGS FARM-ROAD
 NF0215'CROSSING, 16 FEET NORTHWEST OF THE CENTER OF THE CROSSING, AND
 NF0215'28.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK,
 NF0215'STAMPED ELEV 943.735 FT A 11 1916 AND SET IN THE TOP OF A
 NF0215'CONCRETE POST FLUSH WITH THE GROUND.
 NF0215
 NF0215                          STATION RECOVERY (1976)
 NF0215
 NF0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 NF0215'MARK NOT FOUND.
 NF0215
 NF0215                          STATION RECOVERY (1985)
 NF0215
 NF0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0133 ***********************************************************************
 OK0133  DESIGNATION -  A 110
 OK0133  PID         -  OK0133
 OK0133  STATE/COUNTY-  MI/CLINTON
 OK0133  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0133
 OK0133                         *CURRENT SURVEY CONTROL
 OK0133  ___________________________________________________________________
 OK0133* NAD 83(1986)-  43 00 17.     (N)    084 33 22.     (W)     SCALED    
 OK0133* NAVD 88     -       232.762  (meters)     763.65   (feet)  ADJUSTED  
 OK0133  ___________________________________________________________________
 OK0133  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 OK0133  DYNAMIC HT  -         232.709 (meters)     763.48  (feet)  COMP
 OK0133  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 OK0133
 OK0133  VERT ORDER  -  SECOND    CLASS 0
 OK0133
 OK0133.The horizontal coordinates were scaled from a topographic map and have
 OK0133.an estimated accuracy of +/- 6 seconds.
 OK0133
 OK0133.The orthometric height was determined by differential leveling
 OK0133.and adjusted by the National Geodetic Survey in June 1991..
 OK0133
 OK0133.The geoid height was determined by GEOID03.
 OK0133
 OK0133.The dynamic height is computed by dividing the NAVD 88
 OK0133.geopotential number by the normal gravity value computed on the
 OK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0133.degrees latitude (g = 980.6199 gals.).
 OK0133
 OK0133.The modeled gravity was interpolated from observed gravity values.
 OK0133
 OK0133;                    North         East    Units  Estimated Accuracy
 OK0133;SPC MI S     -   167,160.    3,984,560.      MT  (+/- 180 meters Scaled)
 OK0133
 OK0133                          SUPERSEDED SURVEY CONTROL
 OK0133
 OK0133  NGVD 29 (??/??/92)  232.901  (m)          764.11   (f) ADJ UNCH    2 0
 OK0133
 OK0133.Superseded values are not recommended for survey control.
 OK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0133.See file dsdata.txt to determine how the superseded data were derived.
 OK0133
 OK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN991642(NAD 83)
 OK0133_MARKER: DB = BENCH MARK DISK
 OK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0133_STAMPING: A 110 1934
 OK0133_MARK LOGO: CGS   
 OK0133_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0133+STABILITY: SURFACE MOTION
 OK0133
 OK0133  HISTORY     - Date     Condition        Report By
 OK0133  HISTORY     - 1934     MONUMENTED       CGS
 OK0133  HISTORY     - 1964     MARK NOT FOUND   USGS
 OK0133  HISTORY     - 19941024 MARK NOT FOUND   LOCENG
 OK0133
 OK0133                          STATION DESCRIPTION
 OK0133
 OK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0133'AT ST JOHNS.
 OK0133'AT SAINT JOHNS, CLINTON COUNTY, 87.5 YARDS EAST OF THE EAST END
 OK0133'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 62.5 YARDS WEST OF A
 OK0133'WATER TANK, 39 FEET EAST OF THE EAST END OF THE BRICK STATION
 OK0133'PLATFORM, 20 FEET SOUTH OF THE SOUTH RAIL, 7 FEET EAST OF A
 OK0133'POLE, AND 0.5 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OK0133'DISK, STAMPED A 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0133
 OK0133                          STATION RECOVERY (1964)
 OK0133
 OK0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0133'MARK NOT FOUND.
 OK0133
 OK0133                          STATION RECOVERY (1994)
 OK0133
 OK0133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (EH)
 OK0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0228 ***********************************************************************
 NF0228  DESIGNATION -  A 111
 NF0228  PID         -  NF0228
 NF0228  STATE/COUNTY-  MI/EATON
 NF0228  USGS QUAD   -  OLIVET (1980)
 NF0228
 NF0228                         *CURRENT SURVEY CONTROL
 NF0228  ___________________________________________________________________
 NF0228* NAD 83(1986)-  42 28 49.     (N)    084 56 16.     (W)     SCALED    
 NF0228* NAVD 88     -       268.852  (meters)     882.06   (feet)  ADJUSTED  
 NF0228  ___________________________________________________________________
 NF0228  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF0228  DYNAMIC HT  -         268.766 (meters)     881.78  (feet)  COMP
 NF0228  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 NF0228
 NF0228  VERT ORDER  -  SECOND    CLASS 0
 NF0228
 NF0228.The horizontal coordinates were scaled from a topographic map and have
 NF0228.an estimated accuracy of +/- 6 seconds.
 NF0228
 NF0228.The orthometric height was determined by differential leveling
 NF0228.and adjusted by the National Geodetic Survey in June 1991..
 NF0228
 NF0228.The geoid height was determined by GEOID03.
 NF0228
 NF0228.The dynamic height is computed by dividing the NAVD 88
 NF0228.geopotential number by the normal gravity value computed on the
 NF0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0228.degrees latitude (g = 980.6199 gals.).
 NF0228
 NF0228.The modeled gravity was interpolated from observed gravity values.
 NF0228
 NF0228;                    North         East    Units  Estimated Accuracy
 NF0228;SPC MI S     -   109,050.    3,953,040.      MT  (+/- 180 meters Scaled)
 NF0228
 NF0228                          SUPERSEDED SURVEY CONTROL
 NF0228
 NF0228  NGVD 29 (??/??/92)  268.971  (m)          882.45   (f) ADJ UNCH    2 0
 NF0228
 NF0228.Superseded values are not recommended for survey control.
 NF0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0228.See file dsdata.txt to determine how the superseded data were derived.
 NF0228
 NF0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN695051(NAD 83)
 NF0228_MARKER: DB = BENCH MARK DISK
 NF0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0228_STAMPING: A 111 1934
 NF0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0228+STABILITY: SURFACE MOTION
 NF0228
 NF0228  HISTORY     - Date     Condition        Report By
 NF0228  HISTORY     - 1934     MONUMENTED       CGS
 NF0228  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0228
 NF0228                          STATION DESCRIPTION
 NF0228
 NF0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0228'AT OLIVET.
 NF0228'AT OLIVET, EATON COUNTY, 31 YARDS NORTH OF THE WEST CORNER OF
 NF0228'THE GRAND TRUNK WESTERN RAILROAD STATION, AT A ROAD CROSSING,
 NF0228'35 YARDS NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0228'ROAD WITH THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 15
 NF0228'YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK.
 NF0228'A STANDARD DISK, STAMPED A 111 1934 AND SET IN THE TOP OF A
 NF0228'CONCRETE POST.
 NF0228
 NF0228                          STATION RECOVERY (2001)
 NF0228
 NF0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0228'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0205 ***********************************************************************
 NF0205  CBN         -  This is a Cooperative Base Network Control Station.
 NF0205  DESIGNATION -  A 112
 NF0205  PID         -  NF0205
 NF0205  STATE/COUNTY-  MI/HILLSDALE
 NF0205  USGS QUAD   -  MOSHERVILLE (1981)
 NF0205
 NF0205                         *CURRENT SURVEY CONTROL
 NF0205  ___________________________________________________________________
 NF0205* NAD 83(1994)-  42 00 42.77681(N)    084 43 44.00587(W)     ADJUSTED  
 NF0205* NAVD 88     -       317.477  (meters)    1041.59   (feet)  ADJUSTED  
 NF0205  ___________________________________________________________________
 NF0205  X           -     436,037.881 (meters)                     COMP
 NF0205  Y           -  -4,726,254.989 (meters)                     COMP
 NF0205  Z           -   4,246,774.421 (meters)                     COMP
 NF0205  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 NF0205  ELLIP HEIGHT-         283.67  (meters)          (06/11/02) GPS OBS
 NF0205  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF0205  DYNAMIC HT  -         317.360 (meters)    1041.21  (feet)  COMP
 NF0205  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NF0205  OBS GRAVITY -     980,246.4   (mgal)                       GRAV_OBS
 NF0205
 NF0205  HORZ ORDER  -  B
 NF0205  VERT ORDER  -  SECOND    CLASS 0
 NF0205  ELLP ORDER  -  FOURTH    CLASS I
 NF0205
 NF0205.The horizontal coordinates were established by GPS observations
 NF0205.and adjusted by the National Geodetic Survey in September 1995..
 NF0205
 NF0205.The orthometric height was determined by differential leveling
 NF0205.and adjusted by the National Geodetic Survey in June 1991..
 NF0205
 NF0205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0205
 NF0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0205
 NF0205.The ellipsoidal height was determined by GPS observations
 NF0205.and is referenced to NAD 83.
 NF0205
 NF0205.The geoid height was determined by GEOID03.
 NF0205
 NF0205.The dynamic height is computed by dividing the NAVD 88
 NF0205.geopotential number by the normal gravity value computed on the
 NF0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0205.degrees latitude (g = 980.6199 gals.).
 NF0205
 NF0205.The modeled gravity was interpolated from observed gravity values.
 NF0205.The observed gravity was obtained from relative gravimeter ties
 NF0205.to the IGSN71 gravity network.
 NF0205
 NF0205;                    North         East     Units Scale Factor Converg.
 NF0205;SPC MI S     -    56,924.410 3,969,994.493   MT  1.00002203   -0 14 47.4
 NF0205;SPC MI S     -   186,759.88 13,024,916.32   iFT  1.00002203   -0 14 47.4
 NF0205;UTM  16      - 4,653,590.741   688,058.106   MT  1.00003519   +1 31 13.7
 NF0205
 NF0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0205!SPC MI S     -   0.99995551  x   1.00002203  =   0.99997754
 NF0205!UTM  16      -   0.99995551  x   1.00003519  =   0.99999070
 NF0205
 NF0205                          SUPERSEDED SURVEY CONTROL
 NF0205
 NF0205  ELLIP H (09/20/95)  283.70   (m)                       GP(       ) 1 2
 NF0205  NAVD 88 (09/20/95)  317.48   (m)         1041.6    (f) LEVELING    3  
 NF0205  NGVD 29 (??/??/92)  317.590  (m)         1041.96   (f) ADJ UNCH    2 0
 NF0205
 NF0205.Superseded values are not recommended for survey control.
 NF0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0205.See file dsdata.txt to determine how the superseded data were derived.
 NF0205
 NF0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8805853591(NAD 83)
 NF0205_MARKER: DB = BENCH MARK DISK
 NF0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0205_STAMPING: A 112 1934
 NF0205_MARK LOGO: CGS   
 NF0205_PROJECTION: PROJECTING 13 CENTIMETERS
 NF0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0205+STABILITY: SURFACE MOTION
 NF0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0205+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 NF0205
 NF0205  HISTORY     - Date     Condition        Report By
 NF0205  HISTORY     - 1934     MONUMENTED       CGS
 NF0205  HISTORY     - 19940322 GOOD             NGS
 NF0205  HISTORY     - 20000426 GOOD             WOOLPT
 NF0205  HISTORY     - 20010426 GOOD             MIDT
 NF0205  HISTORY     - 20060713 GOOD             ADVGEO
 NF0205
 NF0205                          STATION DESCRIPTION
 NF0205
 NF0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0205'3.8 MI N FROM JONESVILLE.
 NF0205'3.8 MILES NORTH ALONG THE JACKSON DIVISION OF THE NEW YORK
 NF0205'CENTRAL RAILROAD FROM THE STATION AT JONESVILLE, HILLSDALE
 NF0205'COUNTY, 433 YARDS SOUTH OF MILEPOST J 4, AT A ROAD CROSSING,
 NF0205'40 YARDS SOUTH OF THE WEST RAIL AT THE CENTER OF THE CROSSING,
 NF0205'14 YARDS WEST OF THE WEST RAIL, AND 3 FEET LOWER THAN THE TOP
 NF0205'OF THE RAIL.  A STANDARD DISK, STAMPED A 112 1934 AND SET IN
 NF0205'THE TOP OF A CONCRETE POST.
 NF0205
 NF0205                          STATION RECOVERY (1994)
 NF0205
 NF0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0205'STATION IS LOCATED IN QUAD 420843, ABOUT 3.8 MI (6.1 KM) NORTHWEST OF
 NF0205'JONESVILLE, 2 MI (3.2 KM) SOUTHEAST OF LITCHFIELD, IN THE NORTHWEST
 NF0205'1/4 OF SECTION 25, T6S, R3W, LITCHFIELD TOWNSHIP.  TO REACH FROM THE
 NF0205'JUNCTION OF U.S.  HIGHWAY 12 AND STATE HIGHWAY 99 IN JONESVILLE, GO
 NF0205'NORTHWESTERLY ON HIGHWAY 99 FOR 5.1 MI (8.2 KM) TO CRONK RD.  TURN
 NF0205'LEFT AND GO SOUTH ON CRONK ROAD FOR 1 MI (1.6 KM) TO STERLING ROAD.
 NF0205'CONTINUE SOUTH ON CRONK ROAD FOR 0.2 MI (0.3 KM) TO A RAILROAD
 NF0205'CROSSING AND THE STATION ON THE LEFT.  STATION PROJECTS ABOUT 13 CM
 NF0205'ABOVE GROUND.  LOCATED 116 FT (35.4 M) SOUTHEAST FROM THE JUNCTION OF
 NF0205'CRONK ROAD AND THE RAILROAD TRACK, 60 FT (18.3 M) SOUTH FROM A
 NF0205'RAILROAD CROSSING SIGN, 36 FT (11.0 M) SOUTH FROM THE SOUTH RAIL, 27
 NF0205'FT (8.2 M) EAST FROM THE CENTER OF CRONK RD, AND 10 FT (3.0 M) NORTH
 NF0205'FROM A UTILITY POLE.
 NF0205
 NF0205                          STATION RECOVERY (2000)
 NF0205
 NF0205'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 NF0205'RECOVERED AS DESCRIBED.  NOTE-- NEW TIES WERE TAKEN.  THE STATION IS
 NF0205'18.252 M (59.882 FT) SOUTH 01 DEGREES EAST OF A RR CROSSING SIGN,
 NF0205'9.590 M (31.463 FT) SOUTH 57 DEGREES WEST OF THE SOUTHWEST RAIL, 8.200
 NF0205'M (26.903 FT) SOUTH 89 DEGREES EAST OF THE CENTERLINE OF CRONK ROAD,
 NF0205'AND 2.812 M (9.226 FT) NORTH 07 EAST OF A UTILITY POLE.
 NF0205
 NF0205                          STATION RECOVERY (2001)
 NF0205
 NF0205'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (KHS)
 NF0205'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 NF0205'TRANSPORTATION, (KHS)  IN GOOD CONDITION.  STATION IS GOOD FOR USE
 NF0205'WITH G.P.S.
 NF0205' 
 NF0205'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF0205' 
 NF0205' 
 NF0205' 
 NF0205'
 NF0205
 NF0205                          STATION RECOVERY (2006)
 NF0205
 NF0205'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAN)
 NF0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0332 ***********************************************************************
 NF0332  DESIGNATION -  A 115
 NF0332  PID         -  NF0332
 NF0332  STATE/COUNTY-  MI/KENT
 NF0332  USGS QUAD   -  ALTO (1978)
 NF0332
 NF0332                         *CURRENT SURVEY CONTROL
 NF0332  ___________________________________________________________________
 NF0332* NAD 83(1986)-  42 51 18.     (N)    085 23 05.     (W)     SCALED    
 NF0332* NAVD 88     -       251.721  (meters)     825.85   (feet)  POSTED    
 NF0332  ___________________________________________________________________
 NF0332  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF0332  DYNAMIC HT  -         251.650 (meters)     825.62  (feet)  COMP
 NF0332  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 NF0332
 NF0332  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NF0332
 NF0332.The horizontal coordinates were scaled from a topographic map and have
 NF0332.an estimated accuracy of +/- 6 seconds.
 NF0332
 NF0332.The orthometric height was determined by differential leveling
 NF0332.and adjusted by the National Geodetic Survey in 1992..
 NF0332.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NF0332.rate of 1.1 thru 2.0 mm/km.
 NF0332
 NF0332.The geoid height was determined by GEOID03.
 NF0332
 NF0332.The dynamic height is computed by dividing the NAVD 88
 NF0332.geopotential number by the normal gravity value computed on the
 NF0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0332.degrees latitude (g = 980.6199 gals.).
 NF0332
 NF0332.The modeled gravity was interpolated from observed gravity values.
 NF0332
 NF0332;                    North         East    Units  Estimated Accuracy
 NF0332;SPC MI S     -   151,010.    3,916,800.      MT  (+/- 180 meters Scaled)
 NF0332
 NF0332                          SUPERSEDED SURVEY CONTROL
 NF0332
 NF0332  NGVD 29 (??/??/92)  251.85   (m)          826.3    (f) COMPUTED    2 0
 NF0332
 NF0332.Superseded values are not recommended for survey control.
 NF0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0332.See file dsdata.txt to determine how the superseded data were derived.
 NF0332
 NF0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN319459(NAD 83)
 NF0332_MARKER: DB = BENCH MARK DISK
 NF0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0332_STAMPING: A 115 1934
 NF0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0332+STABILITY: SURFACE MOTION
 NF0332
 NF0332  HISTORY     - Date     Condition        Report By
 NF0332  HISTORY     - 1934     MONUMENTED       CGS
 NF0332  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0332  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0332
 NF0332                          STATION DESCRIPTION
 NF0332
 NF0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0332'IN ALTO.
 NF0332'AT ALTO, KENT COUNTY, ON THE PERE MARQUETTE DISTRICT OF THE
 NF0332'CHESAPEAKE AND OHIO RAILWAY, AT THE EAST END OF THE STATION,
 NF0332'19 YARDS NORTH OF THE ALTO COOPERATIVE CREAMERY, IN THE SOUTHEAST
 NF0332'ANGLE OF A ROAD CROSSING, 51 FEET EAST OF THE CENTERLINE OF THE
 NF0332'ROAD, 2.6 FEET NORTH OF A WIRE FENCE, AND 4 FEET LOWER THAN THE
 NF0332'TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 115 1934 AND SET
 NF0332'IN THE TOP OF A CONCRETE POST.  NOTE-- IT SEEMS PROBABLE THAT HAS
 NF0332'BEEN DESTROYED BY GRADING IN THE VICINITY OR BY TRUCKING.
 NF0332
 NF0332                          STATION RECOVERY (1999)
 NF0332
 NF0332'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0355 ***********************************************************************
 MC0355  DESIGNATION -  A 115 X
 MC0355  PID         -  MC0355
 MC0355  STATE/COUNTY-  MI/MONROE
 MC0355  USGS QUAD   -  STONY POINT (1978)
 MC0355
 MC0355                         *CURRENT SURVEY CONTROL
 MC0355  ___________________________________________________________________
 MC0355* NAD 83(1986)-  41 56 20.     (N)    083 21 26.     (W)     SCALED    
 MC0355* NAVD 88     -       179.621  (meters)     589.31   (feet)  ADJUSTED  
 MC0355  ___________________________________________________________________
 MC0355  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC0355  DYNAMIC HT  -         179.557 (meters)     589.10  (feet)  COMP
 MC0355  MODELED GRAV-     980,263.2   (mgal)                       NAVD 88
 MC0355
 MC0355  VERT ORDER  -  FIRST     CLASS I
 MC0355
 MC0355.The horizontal coordinates were scaled from a topographic map and have
 MC0355.an estimated accuracy of +/- 6 seconds.
 MC0355
 MC0355.The orthometric height was determined by differential leveling
 MC0355.and adjusted by the National Geodetic Survey in June 1991..
 MC0355
 MC0355.The geoid height was determined by GEOID03.
 MC0355
 MC0355.The dynamic height is computed by dividing the NAVD 88
 MC0355.geopotential number by the normal gravity value computed on the
 MC0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0355.degrees latitude (g = 980.6199 gals.).
 MC0355
 MC0355.The modeled gravity was interpolated from observed gravity values.
 MC0355
 MC0355;                    North         East    Units  Estimated Accuracy
 MC0355;SPC MI S     -    49,250.    4,083,720.      MT  (+/- 180 meters Scaled)
 MC0355
 MC0355                          SUPERSEDED SURVEY CONTROL
 MC0355
 MC0355  NGVD 29 (??/??/92)  179.786  (m)          589.85   (f) ADJ UNCH    1 1
 MC0355
 MC0355.Superseded values are not recommended for survey control.
 MC0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0355.See file dsdata.txt to determine how the superseded data were derived.
 MC0355
 MC0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG045456(NAD 83)
 MC0355_MARKER: DB = BENCH MARK DISK
 MC0355_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 MC0355_SP_SET: CULVERT HEADWALL
 MC0355_STAMPING: A 115 X 1934 589.743
 MC0355_MARK LOGO: CGS   
 MC0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0355+STABILITY: SURFACE MOTION
 MC0355
 MC0355  HISTORY     - Date     Condition        Report By
 MC0355  HISTORY     - 1934     MONUMENTED       CGS
 MC0355  HISTORY     - 1968     GOOD             NGS
 MC0355  HISTORY     - 19920624 GOOD             LOCSUR
 MC0355
 MC0355                          STATION DESCRIPTION
 MC0355
 MC0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0355'2 MI NE FROM MONROE.
 MC0355'ABOUT 2.0 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0355'RAILROAD FROM THE BRIDGE OVER THE BASIN RIVER AT MONROE, ABOUT
 MC0355'0.1 MILE SOUTHWEST OF MILEPOST 20, ABOUT 0.2 MILE NORTHEAST OF
 MC0355'I 75, ABOUT 4 RAILS SOUTHWEST OF THE CROSSING OF SANDY CREEK ROAD,
 MC0355'SET ON THE TOP OF THE NORTHEAST END OF THE NORTHWEST CONCRETE
 MC0355'HEAD WALL OF A 5-FOOT PIPE CULVERT UNDER THE TRACKS, 14.9 FEET
 MC0355'NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHBOUND TRACK, 1.7 FEET
 MC0355'SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL AND 3 FEET BELOW
 MC0355'THE LEVEL OF THE TRACK.
 MC0355
 MC0355                          STATION RECOVERY (1992)
 MC0355
 MC0355'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 MC0355'RECOVERED IN GOOD CONDITION.  ADD-- 2 FEET (0.6 M) SOUTHWEST OF
 MC0355'NORTHWEST END OF NORTHWEST HEADWALL FOR CONCRETE CULVERT UNDER GRAND
 MC0355'TRUNK WESTERN RAILROAD (FORMERLY D.T. AND S. R. R.), 160 FEET
 MC0355'(48.8 M) SOUTHWEST OF CENTERLINE SANDY CREEK ROAD AND 16 FEET (4.9 M)
 MC0355'NORTHWEST OF OF CENTERLINE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0351 ***********************************************************************
 NF0351  DESIGNATION -  A 116 790.464
 NF0351  PID         -  NF0351
 NF0351  STATE/COUNTY-  MI/BARRY
 NF0351  USGS QUAD   -  HASTINGS (1982)
 NF0351
 NF0351                         *CURRENT SURVEY CONTROL
 NF0351  ___________________________________________________________________
 NF0351* NAD 83(1986)-  42 38 52.     (N)    085 17 09.     (W)     SCALED    
 NF0351* NAVD 88     -       240.776  (meters)     789.95   (feet)  ADJUSTED  
 NF0351  ___________________________________________________________________
 NF0351  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0351  DYNAMIC HT  -         240.702 (meters)     789.70  (feet)  COMP
 NF0351  MODELED GRAV-     980,309.4   (mgal)                       NAVD 88
 NF0351
 NF0351  VERT ORDER  -  SECOND    CLASS 0
 NF0351
 NF0351.The horizontal coordinates were scaled from a topographic map and have
 NF0351.an estimated accuracy of +/- 6 seconds.
 NF0351
 NF0351.The orthometric height was determined by differential leveling
 NF0351.and adjusted by the National Geodetic Survey in June 1991..
 NF0351.WARNING-Repeat measurements at this control monument indicate possible
 NF0351.vertical movement.
 NF0351
 NF0351.The geoid height was determined by GEOID03.
 NF0351
 NF0351.The dynamic height is computed by dividing the NAVD 88
 NF0351.geopotential number by the normal gravity value computed on the
 NF0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0351.degrees latitude (g = 980.6199 gals.).
 NF0351
 NF0351.The modeled gravity was interpolated from observed gravity values.
 NF0351
 NF0351;                    North         East    Units  Estimated Accuracy
 NF0351;SPC MI S     -   127,900.    3,924,630.      MT  (+/- 180 meters Scaled)
 NF0351
 NF0351                          SUPERSEDED SURVEY CONTROL
 NF0351
 NF0351  NGVD 29 (??/??/92)  240.897  (m)          790.34   (f) ADJ UNCH    2 0
 NF0351
 NF0351.Superseded values are not recommended for survey control.
 NF0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0351.See file dsdata.txt to determine how the superseded data were derived.
 NF0351
 NF0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN405231(NAD 83)
 NF0351_MARKER: DB = BENCH MARK DISK
 NF0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0351_STAMPING: A 116 790.464 1934
 NF0351_MARK LOGO: CGS   
 NF0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0351+STABILITY: SURFACE MOTION
 NF0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0351+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 NF0351
 NF0351  HISTORY     - Date     Condition        Report By
 NF0351  HISTORY     - 1934     MONUMENTED       CGS
 NF0351  HISTORY     - 1948     GOOD             NGS
 NF0351  HISTORY     - 1985     GOOD             USPSQD
 NF0351  HISTORY     - 1987     POOR             USPSQD
 NF0351  HISTORY     - 19940310 GOOD             MI-015
 NF0351  HISTORY     - 20050409 POOR             USPSQD
 NF0351
 NF0351                          STATION DESCRIPTION
 NF0351
 NF0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0351'AT HASTINGS.
 NF0351'AT HASTINGS, AT THE JUNCTION OF SOUTH BOLTWOOD AND EAST STATE
 NF0351'STREETS, SET IN THE SOUTHEAST ANGLE OF THE JUNCTION, 12 1/2
 NF0351'FEET EAST OF THE EAST RAIL OF A RAILROAD SPUR TRACK, 13 1/2
 NF0351'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE BUILDING OCCUPIED
 NF0351'BY THE BARRY COUNTY ROAD COMMISSION, 3 FEET WEST-NORTHWEST OF A
 NF0351'FIRE PLUG, 3 FEET SOUTH OF THE SOUTH EDGE OF A SIDE WALK, AND
 NF0351'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 1/2 INCHES.
 NF0351
 NF0351                          STATION RECOVERY (1985)
 NF0351
 NF0351'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0351'RECOVERED IN GOOD CONDITION.
 NF0351
 NF0351                          STATION RECOVERY (1987)
 NF0351
 NF0351'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0351'MARK RECOVERED IN POOR CONDITION.
 NF0351
 NF0351                          STATION RECOVERY (1994)
 NF0351
 NF0351'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0351'RAILROAD TRACK SPUR HAS BEEN REMOVED REFERENCE TO BUILDING NOW READ
 NF0351'13.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CITY OF HASTINGS
 NF0351'PUBLIC SERVICES BUILDING CONCRETE AROUND DISK SHOWS SOME SPALLING, BUT
 NF0351'DISK APPEARS TO BE UNDISTURBED.  MARGINALLY SUITED FOR GPS LOCATED IN
 NF0351'THE NORTHEAST 1/4 OF SECTION 17, HASTINGS TOWNSHIP
 NF0351
 NF0351                          STATION RECOVERY (2005)
 NF0351
 NF0351'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0351'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0585 ***********************************************************************
 NF0585  DESIGNATION -  A 117
 NF0585  PID         -  NF0585
 NF0585  STATE/COUNTY-  MI/VAN BUREN
 NF0585  USGS QUAD   -  GOBLES WEST (1981)
 NF0585
 NF0585                         *CURRENT SURVEY CONTROL
 NF0585  ___________________________________________________________________
 NF0585* NAD 83(1986)-  42 22 24.     (N)    085 55 08.     (W)     SCALED    
 NF0585* NAVD 88     -       233.469  (meters)     765.97   (feet)  ADJUSTED  
 NF0585  ___________________________________________________________________
 NF0585  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF0585  DYNAMIC HT  -         233.404 (meters)     765.76  (feet)  COMP
 NF0585  MODELED GRAV-     980,336.8   (mgal)                       NAVD 88
 NF0585
 NF0585  VERT ORDER  -  FIRST     CLASS II
 NF0585
 NF0585.The horizontal coordinates were scaled from a topographic map and have
 NF0585.an estimated accuracy of +/- 6 seconds.
 NF0585
 NF0585.The orthometric height was determined by differential leveling
 NF0585.and adjusted by the National Geodetic Survey in June 1991..
 NF0585
 NF0585.The geoid height was determined by GEOID03.
 NF0585
 NF0585.The dynamic height is computed by dividing the NAVD 88
 NF0585.geopotential number by the normal gravity value computed on the
 NF0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0585.degrees latitude (g = 980.6199 gals.).
 NF0585
 NF0585.The modeled gravity was interpolated from observed gravity values.
 NF0585
 NF0585;                    North         East    Units  Estimated Accuracy
 NF0585;SPC MI S     -    98,190.    3,872,170.      MT  (+/- 180 meters Scaled)
 NF0585
 NF0585                          SUPERSEDED SURVEY CONTROL
 NF0585
 NF0585  NGVD 29 (01/19/93)  233.606  (m)          766.42   (f) ADJUSTED    1 2
 NF0585
 NF0585.Superseded values are not recommended for survey control.
 NF0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0585.See file dsdata.txt to determine how the superseded data were derived.
 NF0585
 NF0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM890917(NAD 83)
 NF0585_MARKER: DB = BENCH MARK DISK
 NF0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0585_SP_SET: CONCRETE POST
 NF0585_STAMPING: A 117 1934 766.304
 NF0585_MARK LOGO: CGS   
 NF0585_PROJECTION: PROJECTING 20 CENTIMETERS
 NF0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0585+STABILITY: SURFACE MOTION
 NF0585
 NF0585  HISTORY     - Date     Condition        Report By
 NF0585  HISTORY     - 1934     MONUMENTED       CGS
 NF0585  HISTORY     - 1948     GOOD             NGS
 NF0585  HISTORY     - 1977     GOOD             MIDH
 NF0585  HISTORY     - 1984     GOOD             NGS
 NF0585  HISTORY     - 1989     GOOD             USPSQD
 NF0585
 NF0585                          STATION DESCRIPTION
 NF0585
 NF0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0585'2.2 MI NW FROM GOBLES.
 NF0585'2.2 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0585'THE STATION AT GOBLES, AT THE CROSSING OF BLACK TOP ROAD
 NF0585'(COUNTY ROAD NO. 388), 35 FEET WEST OF THE CENTER LINE OF THE
 NF0585'ROAD, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET NORTHEAST
 NF0585'OF THE R/W FENCE, 52.8 FEET WEST AND ACROSS THE ROAD FROM A
 NF0585'CROSSING WARNING SIGN, 2 FEET SOUTHEAST OF A WHITE WOODEN
 NF0585'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK AND SET IN THE TOP
 NF0585'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0585
 NF0585                          STATION RECOVERY (1977)
 NF0585
 NF0585'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0585'RECOVERED IN GOOD CONDITION.
 NF0585
 NF0585                          STATION RECOVERY (1984)
 NF0585
 NF0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0585'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.8 KM (3.0
 NF0585'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF STATE HIGHWAY
 NF0585'40 IN GOBLES, AT THE NORTHEAST CORNER OF A PASTURE, 10.7 M (35.1 FT)
 NF0585'WEST OF THE CENTERLINE OF THE ROAD, 0.6 M (2.0 FT) NORTHEAST OF A
 NF0585'FENCE, AND 0.5 M (1.6 FT) EAST OF A FENCE CORNER.
 NF0585'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NF0585'THE MARK IS 0.2 M BELOW THE ROAD.
 NF0585
 NF0585                          STATION RECOVERY (1989)
 NF0585
 NF0585'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBO)
 NF0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0103 ***********************************************************************
 NG0103  DESIGNATION -  A 118
 NG0103  PID         -  NG0103
 NG0103  STATE/COUNTY-  MI/BERRIEN
 NG0103  USGS QUAD   -  STEVENSVILLE (1970)
 NG0103
 NG0103                         *CURRENT SURVEY CONTROL
 NG0103  ___________________________________________________________________
 NG0103* NAD 83(1986)-  42 00 51.     (N)    086 31 13.     (W)     SCALED    
 NG0103* NAVD 88     -       193.322  (meters)     634.26   (feet)  ADJUSTED  
 NG0103  ___________________________________________________________________
 NG0103  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NG0103  DYNAMIC HT  -         193.256 (meters)     634.04  (feet)  COMP
 NG0103  MODELED GRAV-     980,277.3   (mgal)                       NAVD 88
 NG0103
 NG0103  VERT ORDER  -  FIRST     CLASS II
 NG0103
 NG0103.The horizontal coordinates were scaled from a topographic map and have
 NG0103.an estimated accuracy of +/- 6 seconds.
 NG0103
 NG0103.The orthometric height was determined by differential leveling
 NG0103.and adjusted by the National Geodetic Survey in June 1991..
 NG0103
 NG0103.The geoid height was determined by GEOID03.
 NG0103
 NG0103.The dynamic height is computed by dividing the NAVD 88
 NG0103.geopotential number by the normal gravity value computed on the
 NG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0103.degrees latitude (g = 980.6199 gals.).
 NG0103
 NG0103.The modeled gravity was interpolated from observed gravity values.
 NG0103
 NG0103;                    North         East    Units  Estimated Accuracy
 NG0103;SPC MI S     -    59,400.    3,821,630.      MT  (+/- 180 meters Scaled)
 NG0103
 NG0103                          SUPERSEDED SURVEY CONTROL
 NG0103
 NG0103  NGVD 29 (01/19/93)  193.459  (m)          634.71   (f) ADJUSTED    1 2
 NG0103
 NG0103.Superseded values are not recommended for survey control.
 NG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0103.See file dsdata.txt to determine how the superseded data were derived.
 NG0103
 NG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM397514(NAD 83)
 NG0103_MARKER: DB = BENCH MARK DISK
 NG0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0103_SP_SET: CONCRETE POST
 NG0103_STAMPING: A 118 1934
 NG0103_MARK LOGO: CGS   
 NG0103_PROJECTION: FLUSH
 NG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0103+STABILITY: SURFACE MOTION
 NG0103
 NG0103  HISTORY     - Date     Condition        Report By
 NG0103  HISTORY     - 1934     MONUMENTED       CGS
 NG0103  HISTORY     - 1985     GOOD             NGS
 NG0103
 NG0103                          STATION DESCRIPTION
 NG0103
 NG0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0103'AT STEVENSVILLE.
 NG0103'AT STEVENSVILLE, BERRIEN COUNTY, 40 YARDS NORTHWEST OF THE PERE
 NG0103'MARQUETTE RAILWAY STATION, 12 YARDS WEST OF THE WEST RAIL OF THE
 NG0103'MAIN TRACK, 5 YARDS EAST OF THE CENTERLINE OF A ROAD LEADING
 NG0103'TO THE GARAGE OF F.L. MEILKE, AND 4 YARDS SOUTHWEST OF THE SOUTH
 NG0103'END OF A CONCRETE CULVERT.  A STANDARD DISK, STAMPED A 118 1934
 NG0103'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 NG0103'ABOVE GROUND.
 NG0103
 NG0103                          STATION RECOVERY (1985)
 NG0103
 NG0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0103'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 NG0103'STEVENSVILLE, AT THE INTERSECTION OF JOHN BEERS ROAD AND THE
 NG0103'CHESAPEAKE AND OHIO RAILROAD, 12.0 M (39.4 FT) NORTHWEST OF THE NEAR
 NG0103'RAIL, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 7.1 M (23.3
 NG0103'FT) NORTHEAST OF UTILITY POLE NUMBER B 312 429, 6.1 M (20.0 FT)
 NG0103'SOUTHWEST OF UTILITY POLE NUMBER B 247 99, AND 4.8 M (15.7 FT)
 NG0103'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH.  NOTE--PART OF
 NG0103'THE DISK HAS BEEN BROKEN OFF BUT THE MONUMENT IS STILL SOLID IN PLACE.
 NG0103'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 NG0103'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1017 ***********************************************************************
 RL1017  DESIGNATION -  A 120
 RL1017  PID         -  RL1017
 RL1017  STATE/COUNTY-  MI/GOGEBIC
 RL1017  USGS QUAD   -  IMP LAKE (1982)
 RL1017
 RL1017                         *CURRENT SURVEY CONTROL
 RL1017  ___________________________________________________________________
 RL1017* NAD 83(1986)-  46 11 07.     (N)    089 05 29.     (W)     SCALED    
 RL1017* NAVD 88     -       522.171  (meters)    1713.16   (feet)  ADJUSTED  
 RL1017  ___________________________________________________________________
 RL1017  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 RL1017  DYNAMIC HT  -         522.176 (meters)    1713.17  (feet)  COMP
 RL1017  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 RL1017
 RL1017  VERT ORDER  -  SECOND    CLASS 0
 RL1017
 RL1017.The horizontal coordinates were scaled from a topographic map and have
 RL1017.an estimated accuracy of +/- 6 seconds.
 RL1017
 RL1017.The orthometric height was determined by differential leveling
 RL1017.and adjusted by the National Geodetic Survey in June 1991..
 RL1017
 RL1017.The geoid height was determined by GEOID03.
 RL1017
 RL1017.The dynamic height is computed by dividing the NAVD 88
 RL1017.geopotential number by the normal gravity value computed on the
 RL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1017.degrees latitude (g = 980.6199 gals.).
 RL1017
 RL1017.The modeled gravity was interpolated from observed gravity values.
 RL1017
 RL1017;                    North         East    Units  Estimated Accuracy
 RL1017;SPC MI N     -   157,950.    7,838,570.      MT  (+/- 180 meters Scaled)
 RL1017
 RL1017                          SUPERSEDED SURVEY CONTROL
 RL1017
 RL1017  NGVD 29 (??/??/92)  522.189  (m)         1713.22   (f) ADJ UNCH    2 0
 RL1017
 RL1017.Superseded values are not recommended for survey control.
 RL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1017.See file dsdata.txt to determine how the superseded data were derived.
 RL1017
 RL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS386167(NAD 83)
 RL1017_MARKER: DB = BENCH MARK DISK
 RL1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1017_STAMPING: A 120 1948
 RL1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1017+STABILITY: SURFACE MOTION
 RL1017
 RL1017  HISTORY     - Date     Condition        Report By
 RL1017  HISTORY     - 1948     MONUMENTED       CGS
 RL1017  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1017
 RL1017                          STATION DESCRIPTION
 RL1017
 RL1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1017'7 MI NE FROM LAND O LAKES.
 RL1017'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1017'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1017'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD LEADING TO LAC VIEUX
 RL1017'DESERT, THENCE ABOUT 0.85 MILE NORTH A ROAD LEADING TO U.S.
 RL1017'HIGHWAY 2, 682 FEET NORTH-NORTHEAST OF AN 18-INCH CORRUGATED
 RL1017'PIPE CULVERT, 20 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE
 RL1017'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1017'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1017'5 INCHES.
 RL1017
 RL1017                          STATION RECOVERY (2005)
 RL1017
 RL1017'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1017'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0438 ***********************************************************************
 RL0438  DESIGNATION -  A 121
 RL0438  PID         -  RL0438
 RL0438  STATE/COUNTY-  MI/IRON
 RL0438  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0438
 RL0438                         *CURRENT SURVEY CONTROL
 RL0438  ___________________________________________________________________
 RL0438* NAD 83(1986)-  46 07 58.     (N)    088 56 24.     (W)     SCALED    
 RL0438* NAVD 88     -       533.127  (meters)    1749.10   (feet)  ADJUSTED  
 RL0438  ___________________________________________________________________
 RL0438  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL0438  DYNAMIC HT  -         533.132 (meters)    1749.12  (feet)  COMP
 RL0438  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 RL0438
 RL0438  VERT ORDER  -  SECOND    CLASS 0
 RL0438
 RL0438.The horizontal coordinates were scaled from a topographic map and have
 RL0438.an estimated accuracy of +/- 6 seconds.
 RL0438
 RL0438.The orthometric height was determined by differential leveling
 RL0438.and adjusted by the National Geodetic Survey in June 1991..
 RL0438
 RL0438.The geoid height was determined by GEOID03.
 RL0438
 RL0438.The dynamic height is computed by dividing the NAVD 88
 RL0438.geopotential number by the normal gravity value computed on the
 RL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0438.degrees latitude (g = 980.6199 gals.).
 RL0438
 RL0438.The modeled gravity was interpolated from observed gravity values.
 RL0438
 RL0438;                    North         East    Units  Estimated Accuracy
 RL0438;SPC MI N     -   151,820.    7,850,110.      MT  (+/- 180 meters Scaled)
 RL0438
 RL0438                          SUPERSEDED SURVEY CONTROL
 RL0438
 RL0438  NGVD 29 (??/??/92)  533.142  (m)         1749.15   (f) ADJ UNCH    2 0
 RL0438
 RL0438.Superseded values are not recommended for survey control.
 RL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0438.See file dsdata.txt to determine how the superseded data were derived.
 RL0438
 RL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS501106(NAD 83)
 RL0438_MARKER: DB = BENCH MARK DISK
 RL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0438_STAMPING: A 121 1948
 RL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0438+STABILITY: SURFACE MOTION
 RL0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0438+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 RL0438
 RL0438  HISTORY     - Date     Condition        Report By
 RL0438  HISTORY     - 1948     MONUMENTED       CGS
 RL0438  HISTORY     - 20050428 GOOD             GEOCAC
 RL0438
 RL0438                          STATION DESCRIPTION
 RL0438
 RL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0438'10.8 MI NE FROM PHELPS.
 RL0438'2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS STATE
 RL0438'BANK BUILDING AT PHELPS, THENCE ABOUT 8.15 MILES NORTH AND
 RL0438'NORTHEAST ALONG A GRAVEL ROAD, 81 FEET WEST OF THE TOP OF A
 RL0438'GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 24.5 FEET
 RL0438'WEST OF A TRIANGULAR BLAZED 18-INCH MAPLE TREE, 2 FEET NORTHEAST
 RL0438'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN
 RL0438'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0438
 RL0438                          STATION RECOVERY (2005)
 RL0438
 RL0438'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0438'NAD 83(1986)-  46 07 57.1 (N)    088 56 24.1 (W)  HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1008 ***********************************************************************
 RL1008  DESIGNATION -  A 122
 RL1008  PID         -  RL1008
 RL1008  STATE/COUNTY-  MI/ONTONAGON
 RL1008  USGS QUAD   -  PHELPS (1981)
 RL1008
 RL1008                         *CURRENT SURVEY CONTROL
 RL1008  ___________________________________________________________________
 RL1008* NAD 83(1986)-  46 20 16.     (N)    089 01 58.     (W)     SCALED    
 RL1008* NAVD 88     -       491.085  (meters)    1611.17   (feet)  ADJUSTED  
 RL1008  ___________________________________________________________________
 RL1008  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 RL1008  DYNAMIC HT  -         491.096 (meters)    1611.20  (feet)  COMP
 RL1008  MODELED GRAV-     980,621.1   (mgal)                       NAVD 88
 RL1008
 RL1008  VERT ORDER  -  SECOND    CLASS 0
 RL1008
 RL1008.The horizontal coordinates were scaled from a topographic map and have
 RL1008.an estimated accuracy of +/- 6 seconds.
 RL1008
 RL1008.The orthometric height was determined by differential leveling
 RL1008.and adjusted by the National Geodetic Survey in June 1991..
 RL1008
 RL1008.The geoid height was determined by GEOID03.
 RL1008
 RL1008.The dynamic height is computed by dividing the NAVD 88
 RL1008.geopotential number by the normal gravity value computed on the
 RL1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1008.degrees latitude (g = 980.6199 gals.).
 RL1008
 RL1008.The modeled gravity was interpolated from observed gravity values.
 RL1008
 RL1008;                    North         East    Units  Estimated Accuracy
 RL1008;SPC MI N     -   174,770.    7,843,530.      MT  (+/- 180 meters Scaled)
 RL1008
 RL1008                          SUPERSEDED SURVEY CONTROL
 RL1008
 RL1008  NGVD 29 (??/??/92)  491.104  (m)         1611.23   (f) ADJ UNCH    2 0
 RL1008
 RL1008.Superseded values are not recommended for survey control.
 RL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1008.See file dsdata.txt to determine how the superseded data were derived.
 RL1008
 RL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS435335(NAD 83)
 RL1008_MARKER: DB = BENCH MARK DISK
 RL1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1008_STAMPING: A 122 1948
 RL1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1008+STABILITY: SURFACE MOTION
 RL1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1008+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1008
 RL1008  HISTORY     - Date     Condition        Report By
 RL1008  HISTORY     - 1948     MONUMENTED       CGS
 RL1008  HISTORY     - 20040720 GOOD             GEOCAC
 RL1008
 RL1008                          STATION DESCRIPTION
 RL1008
 RL1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1008'10.6 MI NE FROM WATERSMEET.
 RL1008'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1008'FROM THE STATION AT WATERSMEET, THENCE ABOUT 3.95 MILES NORTH
 RL1008'ALONG TROUT CREEK ROAD, ABOUT 1.15 MILES NORTH OF THE BRIDGE
 RL1008'OVER MC GINTY CREEK, ABOUT 0.3 MILE NORTH OF THE
 RL1008'ONTONAGON-GOGEBIC COUNTY LINE, ABOUT 0.6 MILE SOUTHWEST OF THE
 RL1008'JUNCTION OF A ROAD SOUTHEAST, AT THE SOUTH END OF A CUT AND THE
 RL1008'NORTH END OF A SHORT FILL, 22 FEET EAST OF THE CENTER LINE OF THE
 RL1008'ROAD, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1008'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1008'4 INCHES.
 RL1008
 RL1008                          STATION RECOVERY (2004)
 RL1008
 RL1008'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1008'NAD 83 -  46 20 16.8 (N) -  089 02 00.0 (W)  HANDHELD DGPS
 RL1008' 
 RL1008'NOTE--EAST SIDE OF ROAD FROM A BERMED TRAIL WEST, 4 FT EAST OF MWP AND
 RL1008'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1059 ***********************************************************************
 RL1059  DESIGNATION -  A 123
 RL1059  PID         -  RL1059
 RL1059  STATE/COUNTY-  MI/ONTONAGON
 RL1059  USGS QUAD   -  
 RL1059
 RL1059                         *CURRENT SURVEY CONTROL
 RL1059  ___________________________________________________________________
 RL1059* NAD 83(1986)-  46 27 51.     (N)    089 01 58.     (W)     SCALED    
 RL1059* NAVD 88     -       380.939  (meters)    1249.80   (feet)  ADJUSTED  
 RL1059  ___________________________________________________________________
 RL1059  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 RL1059  DYNAMIC HT  -         380.949 (meters)    1249.83  (feet)  COMP
 RL1059  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 RL1059
 RL1059  VERT ORDER  -  SECOND    CLASS 0
 RL1059
 RL1059.The horizontal coordinates were scaled from a topographic map and have
 RL1059.an estimated accuracy of +/- 6 seconds.
 RL1059
 RL1059.The orthometric height was determined by differential leveling
 RL1059.and adjusted by the National Geodetic Survey in June 1991..
 RL1059
 RL1059.The geoid height was determined by GEOID03.
 RL1059
 RL1059.The dynamic height is computed by dividing the NAVD 88
 RL1059.geopotential number by the normal gravity value computed on the
 RL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1059.degrees latitude (g = 980.6199 gals.).
 RL1059
 RL1059.The modeled gravity was interpolated from observed gravity values.
 RL1059
 RL1059;                    North         East    Units  Estimated Accuracy
 RL1059;SPC MI N     -   188,820.    7,843,890.      MT  (+/- 180 meters Scaled)
 RL1059
 RL1059                          SUPERSEDED SURVEY CONTROL
 RL1059
 RL1059  NGVD 29 (??/??/92)  380.958  (m)         1249.86   (f) ADJ UNCH    2 0
 RL1059
 RL1059.Superseded values are not recommended for survey control.
 RL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1059.See file dsdata.txt to determine how the superseded data were derived.
 RL1059
 RL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS439476(NAD 83)
 RL1059_MARKER: DB = BENCH MARK DISK
 RL1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1059_STAMPING: A 123 1948
 RL1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1059+STABILITY: SURFACE MOTION
 RL1059
 RL1059  HISTORY     - Date     Condition        Report By
 RL1059  HISTORY     - 1948     MONUMENTED       CGS
 RL1059  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1059  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1059
 RL1059                          STATION DESCRIPTION
 RL1059
 RL1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1059'2 MI SW FROM TROUT CREEK.
 RL1059'ABOUT 1.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL1059'RAILWAY FROM THE STATION AT TROUT CREEK, THENCE ABOUT 1.0 MILE
 RL1059'SOUTH ALONG THE CALDERWOOD ROAD, 338 FEET NORTH OF THE CENTER
 RL1059'OF A CROSS ROAD AND A TURN IN THE CALDERWOOD ROAD WITH TANGENTS
 RL1059'NORTH AND WEST, 21 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL1059'39 FEET SOUTHWEST OF A POWER POLE, 1 FOOT WEST OF A FENCE LINE,
 RL1059'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1059'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL1059'INCHES.
 RL1059
 RL1059                          STATION RECOVERY (1978)
 RL1059
 RL1059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1059'MARK NOT FOUND.
 RL1059
 RL1059                          STATION RECOVERY (1985)
 RL1059
 RL1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0457 ***********************************************************************
 RL0457  DESIGNATION -  A 124
 RL0457  PID         -  RL0457
 RL0457  STATE/COUNTY-  MI/IRON
 RL0457  USGS QUAD   -  IRON RIVER (1944)
 RL0457
 RL0457                         *CURRENT SURVEY CONTROL
 RL0457  ___________________________________________________________________
 RL0457* NAD 83(1986)-  46 03 33.     (N)    088 44 07.     (W)     SCALED    
 RL0457* NAVD 88     -       492.751  (meters)    1616.63   (feet)  ADJUSTED  
 RL0457  ___________________________________________________________________
 RL0457  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 RL0457  DYNAMIC HT  -         492.758 (meters)    1616.66  (feet)  COMP
 RL0457  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RL0457
 RL0457  VERT ORDER  -  SECOND    CLASS 0
 RL0457
 RL0457.The horizontal coordinates were scaled from a topographic map and have
 RL0457.an estimated accuracy of +/- 6 seconds.
 RL0457
 RL0457.The orthometric height was determined by differential leveling
 RL0457.and adjusted by the National Geodetic Survey in June 1991..
 RL0457
 RL0457.The geoid height was determined by GEOID03.
 RL0457
 RL0457.The dynamic height is computed by dividing the NAVD 88
 RL0457.geopotential number by the normal gravity value computed on the
 RL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0457.degrees latitude (g = 980.6199 gals.).
 RL0457
 RL0457.The modeled gravity was interpolated from observed gravity values.
 RL0457
 RL0457;                    North         East    Units  Estimated Accuracy
 RL0457;SPC MI N     -   143,270.    7,865,750.      MT  (+/- 180 meters Scaled)
 RL0457
 RL0457                          SUPERSEDED SURVEY CONTROL
 RL0457
 RL0457  NGVD 29 (??/??/92)  492.752  (m)         1616.64   (f) ADJ UNCH    2 0
 RL0457
 RL0457.Superseded values are not recommended for survey control.
 RL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0457.See file dsdata.txt to determine how the superseded data were derived.
 RL0457
 RL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS657020(NAD 83)
 RL0457_MARKER: DB = BENCH MARK DISK
 RL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0457_STAMPING: A 124 1948
 RL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0457+STABILITY: SURFACE MOTION
 RL0457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0457+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL0457
 RL0457  HISTORY     - Date     Condition        Report By
 RL0457  HISTORY     - 1948     MONUMENTED       CGS
 RL0457  HISTORY     - 20000309 GOOD             MIDT
 RL0457  HISTORY     - 20020619 GOOD             USPSQD
 RL0457  HISTORY     - 20060803 GOOD             USPSQD
 RL0457
 RL0457                          STATION DESCRIPTION
 RL0457
 RL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0457'5.3 MI SW FROM IRON RIVER.
 RL0457'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0457'IRON RIVER, THENCE ABOUT 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY
 RL0457'73, AT AN S CURVE IN THE HIGHWAY AND AT THE CROSSING OF A POWER
 RL0457'LINE, 91 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD
 RL0457'LEADING WEST TO A FARM, 34 FEET SOUTHEAST OF THE CENTER LINE OF
 RL0457'THE ROAD, 37 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 8184, 2
 RL0457'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RL0457'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0457
 RL0457                          STATION RECOVERY (2000)
 RL0457
 RL0457'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0457'US-2, 4 MI SOUTH ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON LEFT. 82
 RL0457'FT -SW- OF RESIDENCE DRIVE -W-, 37.5 FT -SW- OF UTILITY POLE AND POWER
 RL0457'LINE CROSSING M-73, 33 FT -SE- OF THE C/L M-73, 16 FT -SW- OF SIGN
 RL0457'--PASS WITH CARE--, 1 -N- OF WITNESS POST, 1 FT BELOW LEVEL WITH
 RL0457'HIGHWAY.
 RL0457
 RL0457                          STATION RECOVERY (2002)
 RL0457
 RL0457'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0457'RECOVERED IN GOOD CONDITION.
 RL0457
 RL0457                          STATION RECOVERY (2006)
 RL0457
 RL0457'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0336 ***********************************************************************
 RL0336  DESIGNATION -  A 125
 RL0336  PID         -  RL0336
 RL0336  STATE/COUNTY-  MI/IRON
 RL0336  USGS QUAD   -  SMOKY LAKE (1981)
 RL0336
 RL0336                         *CURRENT SURVEY CONTROL
 RL0336  ___________________________________________________________________
 RL0336* NAD 83(1986)-  46 17 08.     (N)    088 53 21.     (W)     SCALED    
 RL0336* NAVD 88     -       491.943  (meters)    1613.98   (feet)  ADJUSTED  
 RL0336  ___________________________________________________________________
 RL0336  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL0336  DYNAMIC HT  -         491.951 (meters)    1614.01  (feet)  COMP
 RL0336  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 RL0336
 RL0336  VERT ORDER  -  SECOND    CLASS 0
 RL0336
 RL0336.The horizontal coordinates were scaled from a topographic map and have
 RL0336.an estimated accuracy of +/- 6 seconds.
 RL0336
 RL0336.The orthometric height was determined by differential leveling
 RL0336.and adjusted by the National Geodetic Survey in June 1991..
 RL0336
 RL0336.The geoid height was determined by GEOID03.
 RL0336
 RL0336.The dynamic height is computed by dividing the NAVD 88
 RL0336.geopotential number by the normal gravity value computed on the
 RL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0336.degrees latitude (g = 980.6199 gals.).
 RL0336
 RL0336.The modeled gravity was interpolated from observed gravity values.
 RL0336
 RL0336;                    North         East    Units  Estimated Accuracy
 RL0336;SPC MI N     -   168,700.    7,854,440.      MT  (+/- 180 meters Scaled)
 RL0336
 RL0336                          SUPERSEDED SURVEY CONTROL
 RL0336
 RL0336  NGVD 29 (??/??/92)  491.954  (m)         1614.02   (f) ADJ UNCH    2 0
 RL0336
 RL0336.Superseded values are not recommended for survey control.
 RL0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0336.See file dsdata.txt to determine how the superseded data were derived.
 RL0336
 RL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS544275(NAD 83)
 RL0336_MARKER: DB = BENCH MARK DISK
 RL0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0336_STAMPING: A 125 1948
 RL0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0336+STABILITY: SURFACE MOTION
 RL0336
 RL0336  HISTORY     - Date     Condition        Report By
 RL0336  HISTORY     - 1948     MONUMENTED       CGS
 RL0336  HISTORY     - 19970625 GOOD             USPSQD
 RL0336  HISTORY     - 20020613 GOOD             USPSQD
 RL0336
 RL0336                          STATION DESCRIPTION
 RL0336
 RL0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0336'5.2 MI N FROM ELMWOOD.
 RL0336'5.15 MILES NORTH ALONG FOREST SERVICE HIGHWAY NO. 16 FROM THE
 RL0336'INTERSECTION OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0336'ABOUT 0.65 MILE NORTHEAST OF A CROSS ROAD (EAST TO GIBBS
 RL0336'CITY - WEST TO MALLARD LAKE LOOKOUT TOWER), ABOUT 55 YARDS
 RL0336'SOUTHWEST OF THE TOP OF A GRADE, AT THE SOUTHWEST END OF A
 RL0336'RECESSING CUT, 39.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0336'HIGHWAY, 14.5 FEET SOUTH OF A TELEPHONE POLE, 3.5 FEET SOUTHEAST
 RL0336'OF THE TELEPHONE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 RL0336'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0336'POST PROJECTING 4 INCHES.
 RL0336
 RL0336                          STATION RECOVERY (1997)
 RL0336
 RL0336'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0336'RECOVERED IN GOOD CONDITION.
 RL0336
 RL0336                          STATION RECOVERY (2002)
 RL0336
 RL0336'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0376 ***********************************************************************
 RL0376  DESIGNATION -  A 126
 RL0376  PID         -  RL0376
 RL0376  STATE/COUNTY-  MI/IRON
 RL0376  USGS QUAD   -  PERCH LAKE (1985)
 RL0376
 RL0376                         *CURRENT SURVEY CONTROL
 RL0376  ___________________________________________________________________
 RL0376* NAD 83(1986)-  46 15 12.     (N)    088 42 00.     (W)     SCALED    
 RL0376* NAVD 88     -       483.180  (meters)    1585.23   (feet)  ADJUSTED  
 RL0376  ___________________________________________________________________
 RL0376  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0376  DYNAMIC HT  -         483.192 (meters)    1585.27  (feet)  COMP
 RL0376  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RL0376
 RL0376  VERT ORDER  -  SECOND    CLASS 0
 RL0376
 RL0376.The horizontal coordinates were scaled from a topographic map and have
 RL0376.an estimated accuracy of +/- 6 seconds.
 RL0376
 RL0376.The orthometric height was determined by differential leveling
 RL0376.and adjusted by the National Geodetic Survey in June 1991..
 RL0376
 RL0376.The geoid height was determined by GEOID03.
 RL0376
 RL0376.The dynamic height is computed by dividing the NAVD 88
 RL0376.geopotential number by the normal gravity value computed on the
 RL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0376.degrees latitude (g = 980.6199 gals.).
 RL0376
 RL0376.The modeled gravity was interpolated from observed gravity values.
 RL0376
 RL0376;                    North         East    Units  Estimated Accuracy
 RL0376;SPC MI N     -   164,790.    7,868,940.      MT  (+/- 180 meters Scaled)
 RL0376
 RL0376                          SUPERSEDED SURVEY CONTROL
 RL0376
 RL0376  NGVD 29 (??/??/92)  483.182  (m)         1585.24   (f) ADJ UNCH    2 0
 RL0376
 RL0376.Superseded values are not recommended for survey control.
 RL0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0376.See file dsdata.txt to determine how the superseded data were derived.
 RL0376
 RL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS689236(NAD 83)
 RL0376_MARKER: DB = BENCH MARK DISK
 RL0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0376_STAMPING: A 126 1948
 RL0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0376+STABILITY: SURFACE MOTION
 RL0376
 RL0376  HISTORY     - Date     Condition        Report By
 RL0376  HISTORY     - 1948     MONUMENTED       CGS
 RL0376  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0376
 RL0376                          STATION DESCRIPTION
 RL0376
 RL0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0376'2 MI N FROM GIBBS CITY.
 RL0376'1.95 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM ITS
 RL0376'JUNCTION WITH COUNTY ROAD 657 AT GIBBS CITY, AT THE BOTTOM OF
 RL0376'GRADES, ABOUT 100 YARDS NORTH OF A DRIVE EAST TO A FARM HOUSE,
 RL0376'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 52 FEET SOUTHWEST
 RL0376'AND ACROSS THE ROAD FROM A FENCE CORNER AND THE SOUTH POST OF A
 RL0376'GATE TO A PASTURE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL0376'POST, LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0376'POST PROJECTING 4 INCHES.
 RL0376
 RL0376                          STATION RECOVERY (1997)
 RL0376
 RL0376'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0314 ***********************************************************************
 RL0314  DESIGNATION -  A 127
 RL0314  PID         -  RL0314
 RL0314  STATE/COUNTY-  MI/IRON
 RL0314  USGS QUAD   -  PORTER LAKE (1985)
 RL0314
 RL0314                         *CURRENT SURVEY CONTROL
 RL0314  ___________________________________________________________________
 RL0314* NAD 83(1986)-  46 21 30.     (N)    088 35 47.     (W)     SCALED    
 RL0314* NAVD 88     -       458.667  (meters)    1504.81   (feet)  ADJUSTED  
 RL0314  ___________________________________________________________________
 RL0314  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 RL0314  DYNAMIC HT  -         458.681 (meters)    1504.86  (feet)  COMP
 RL0314  MODELED GRAV-     980,631.3   (mgal)                       NAVD 88
 RL0314
 RL0314  VERT ORDER  -  SECOND    CLASS 0
 RL0314
 RL0314.The horizontal coordinates were scaled from a topographic map and have
 RL0314.an estimated accuracy of +/- 6 seconds.
 RL0314
 RL0314.The orthometric height was determined by differential leveling
 RL0314.and adjusted by the National Geodetic Survey in June 1991..
 RL0314
 RL0314.The geoid height was determined by GEOID03.
 RL0314
 RL0314.The dynamic height is computed by dividing the NAVD 88
 RL0314.geopotential number by the normal gravity value computed on the
 RL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0314.degrees latitude (g = 980.6199 gals.).
 RL0314
 RL0314.The modeled gravity was interpolated from observed gravity values.
 RL0314
 RL0314;                    North         East    Units  Estimated Accuracy
 RL0314;SPC MI N     -   176,290.    7,877,160.      MT  (+/- 180 meters Scaled)
 RL0314
 RL0314                          SUPERSEDED SURVEY CONTROL
 RL0314
 RL0314  NGVD 29 (??/??/92)  458.660  (m)         1504.79   (f) ADJ UNCH    2 0
 RL0314
 RL0314.Superseded values are not recommended for survey control.
 RL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0314.See file dsdata.txt to determine how the superseded data were derived.
 RL0314
 RL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS771351(NAD 83)
 RL0314_MARKER: DB = BENCH MARK DISK
 RL0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0314_STAMPING: A 127 1948
 RL0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0314+STABILITY: SURFACE MOTION
 RL0314
 RL0314  HISTORY     - Date     Condition        Report By
 RL0314  HISTORY     - 1948     MONUMENTED       CGS
 RL0314  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0314
 RL0314                          STATION DESCRIPTION
 RL0314
 RL0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0314'5.6 MI W FROM PARK SIDING.
 RL0314'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0314'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 3.35 MILES
 RL0314'WEST AND SOUTHWEST ALONG A LOGGING ROAD, THENCE ABOUT 1.8 MILES
 RL0314'SOUTHWEST ALONG A LOGGING TRAIL LEADING TO THE NORTHWEST TIP OF
 RL0314'CABLE LAKE, ABOUT 0.25 MILE NORTHEAST OF THE NORTHWEST TIP OF
 RL0314'THE LAKE, ABOUT 0.1 MILE NORTHEAST OF THE CROSSING OF A SWAMPY
 RL0314'TRAIL AND STREAM DRAINING INTO NORTHWEST BAY OF LAKE, AT THE
 RL0314'NORTH EDGE OF A CLEARING AND AT THE JUNCTION OF TRAIL NORTH AND
 RL0314'SOUTH, 47 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST RAIL,
 RL0314'14 FEET WEST OF THE CENTER LINE OF THE TRAIL NORTH, 5 FEET
 RL0314'SOUTHEAST OF A 4-INCH SPRUCE TREE, ABOUT LEVEL WITH THE TRAIL
 RL0314'NORTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0314
 RL0314                          STATION RECOVERY (1982)
 RL0314
 RL0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0314'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0353 ***********************************************************************
 RL0353  DESIGNATION -  A 128
 RL0353  PID         -  RL0353
 RL0353  STATE/COUNTY-  MI/HOUGHTON
 RL0353  USGS QUAD   -  MARTEN LAKE (1985)
 RL0353
 RL0353                         *CURRENT SURVEY CONTROL
 RL0353  ___________________________________________________________________
 RL0353* NAD 83(1986)-  46 29 45.     (N)    088 42 36.     (W)     SCALED    
 RL0353* NAVD 88     -       426.835  (meters)    1400.37   (feet)  ADJUSTED  
 RL0353  ___________________________________________________________________
 RL0353  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 RL0353  DYNAMIC HT  -         426.847 (meters)    1400.41  (feet)  COMP
 RL0353  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 RL0353
 RL0353  VERT ORDER  -  SECOND    CLASS 0
 RL0353
 RL0353.The horizontal coordinates were scaled from a topographic map and have
 RL0353.an estimated accuracy of +/- 6 seconds.
 RL0353
 RL0353.The orthometric height was determined by differential leveling
 RL0353.and adjusted by the National Geodetic Survey in June 1991..
 RL0353
 RL0353.The geoid height was determined by GEOID03.
 RL0353
 RL0353.The dynamic height is computed by dividing the NAVD 88
 RL0353.geopotential number by the normal gravity value computed on the
 RL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0353.degrees latitude (g = 980.6199 gals.).
 RL0353
 RL0353.The modeled gravity was interpolated from observed gravity values.
 RL0353
 RL0353;                    North         East    Units  Estimated Accuracy
 RL0353;SPC MI N     -   191,750.    7,868,750.      MT  (+/- 180 meters Scaled)
 RL0353
 RL0353                          SUPERSEDED SURVEY CONTROL
 RL0353
 RL0353  NGVD 29 (??/??/92)  426.836  (m)         1400.38   (f) ADJ UNCH    2 0
 RL0353
 RL0353.Superseded values are not recommended for survey control.
 RL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0353.See file dsdata.txt to determine how the superseded data were derived.
 RL0353
 RL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS687505(NAD 83)
 RL0353_MARKER: DB = BENCH MARK DISK
 RL0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0353_STAMPING: A 128 1948
 RL0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0353+STABILITY: SURFACE MOTION
 RL0353
 RL0353  HISTORY     - Date     Condition        Report By
 RL0353  HISTORY     - 1948     MONUMENTED       CGS
 RL0353  HISTORY     - 1985     GOOD             NGS
 RL0353  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RL0353
 RL0353                          STATION DESCRIPTION
 RL0353
 RL0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0353'0.8 MI SW FROM SIDNAW.
 RL0353'0.75 MILE SOUTH AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO
 RL0353'GIBBS CITY FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0353'STATION AT SIDNAW, AT THE JUNCTION OF A ROAD EAST TO SIDNAW
 RL0353'LOOKOUT TOWER, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0353'GRAVEL ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST,
 RL0353'37.5 FEET EAST OF THE SOUTHEAST CORNER OF A ROCK BUILT FENCE
 RL0353'CORNER INSCRIBED ROYCROFT, 6 FEET EAST OF A TELEPHONE POLE,
 RL0353'1.5 FEET SOUTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN
 RL0353'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0353'CONCRETE POST PROJECTING 4 INCHES.
 RL0353
 RL0353                          STATION RECOVERY (1985)
 RL0353
 RL0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0353'RECOVERED IN GOOD CONDITION.
 RL0353
 RL0353                          STATION RECOVERY (1989)
 RL0353
 RL0353'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0647 ***********************************************************************
 RL0647  DESIGNATION -  A 129
 RL0647  PID         -  RL0647
 RL0647  STATE/COUNTY-  MI/BARAGA
 RL0647  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0647
 RL0647                         *CURRENT SURVEY CONTROL
 RL0647  ___________________________________________________________________
 RL0647* NAD 83(1986)-  46 38 31.     (N)    088 35 27.     (W)     SCALED    
 RL0647* NAVD 88     -       388.748  (meters)    1275.42   (feet)  ADJUSTED  
 RL0647  ___________________________________________________________________
 RL0647  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 RL0647  DYNAMIC HT  -         388.761 (meters)    1275.46  (feet)  COMP
 RL0647  MODELED GRAV-     980,635.3   (mgal)                       NAVD 88
 RL0647
 RL0647  VERT ORDER  -  SECOND    CLASS 0
 RL0647
 RL0647.The horizontal coordinates were scaled from a topographic map and have
 RL0647.an estimated accuracy of +/- 6 seconds.
 RL0647
 RL0647.The orthometric height was determined by differential leveling
 RL0647.and adjusted by the National Geodetic Survey in June 1991..
 RL0647
 RL0647.The geoid height was determined by GEOID03.
 RL0647
 RL0647.The dynamic height is computed by dividing the NAVD 88
 RL0647.geopotential number by the normal gravity value computed on the
 RL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0647.degrees latitude (g = 980.6199 gals.).
 RL0647
 RL0647.The modeled gravity was interpolated from observed gravity values.
 RL0647
 RL0647;                    North         East    Units  Estimated Accuracy
 RL0647;SPC MI N     -   207,800.    7,878,220.      MT  (+/- 180 meters Scaled)
 RL0647
 RL0647                          SUPERSEDED SURVEY CONTROL
 RL0647
 RL0647  NGVD 29 (??/??/92)  388.713  (m)         1275.30   (f) ADJ UNCH    2 0
 RL0647
 RL0647.Superseded values are not recommended for survey control.
 RL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0647.See file dsdata.txt to determine how the superseded data were derived.
 RL0647
 RL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS782666(NAD 83)
 RL0647_MARKER: DB = BENCH MARK DISK
 RL0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0647_STAMPING: A 129 1948
 RL0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0647+STABILITY: SURFACE MOTION
 RL0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0647+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 RL0647
 RL0647  HISTORY     - Date     Condition        Report By
 RL0647  HISTORY     - 1948     MONUMENTED       CGS
 RL0647  HISTORY     - 1985     GOOD             NGS
 RL0647  HISTORY     - 19920820 GOOD             USPSQD
 RL0647  HISTORY     - 20040518 GOOD             GEOCAC
 RL0647
 RL0647                          STATION DESCRIPTION
 RL0647
 RL0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0647'10 MI NW FROM COVINGTON.
 RL0647'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RL0647'U.S. HIGHWAY 141 AT COVINGTON, THENCE ABOUT 7.95 MILES NORTH
 RL0647'ALONG A GRAVEL AND SAND ROAD, ABOUT 0.65 MILE SOUTH OF THE
 RL0647'WIND SOCK AND RUNWAY INTERSECTION AT THE BIG LAKE AUXILIARY
 RL0647'AIRPORT, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 10.5 FEET
 RL0647'NORTH OF A TRIANGULAR BLAZED 10-INCH JACK PINE TREE, 2 FEET
 RL0647'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0647'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0647
 RL0647                          STATION RECOVERY (1985)
 RL0647
 RL0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0647'RECOVERED IN GOOD CONDITION.
 RL0647
 RL0647                          STATION RECOVERY (1992)
 RL0647
 RL0647'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0647'RECOVERED IN GOOD CONDITION.
 RL0647
 RL0647                          STATION RECOVERY (2004)
 RL0647
 RL0647'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0647'NAD 83 -  46 38 31.5 (N) -  088 35 27.4 (W) GARMIN GPS V
 RL0647' 
 RL0647'MARK IS LOCATED ALONG PLAINS ROAD, 7.8 MILES NORTH FROM THE JUNCTION
 RL0647'WITH STATE HWY M-28.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0855 ***********************************************************************
 RL0855  DESIGNATION -  A 130
 RL0855  PID         -  RL0855
 RL0855  STATE/COUNTY-  MI/ONTONAGON
 RL0855  USGS QUAD   -  
 RL0855
 RL0855                         *CURRENT SURVEY CONTROL
 RL0855  ___________________________________________________________________
 RL0855* NAD 83(1986)-  46 50 53.     (N)    089 20 44.     (W)     SCALED    
 RL0855* NAVD 88     -       199.666  (meters)     655.07   (feet)  ADJUSTED  
 RL0855  ___________________________________________________________________
 RL0855  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 RL0855  DYNAMIC HT  -         199.697 (meters)     655.17  (feet)  COMP
 RL0855  MODELED GRAV-     980,765.7   (mgal)                       NAVD 88
 RL0855
 RL0855  VERT ORDER  -  SECOND    CLASS 0
 RL0855
 RL0855.The horizontal coordinates were scaled from a topographic map and have
 RL0855.an estimated accuracy of +/- 6 seconds.
 RL0855
 RL0855.The orthometric height was determined by differential leveling
 RL0855.and adjusted by the National Geodetic Survey in June 1991..
 RL0855
 RL0855.The geoid height was determined by GEOID03.
 RL0855
 RL0855.The dynamic height is computed by dividing the NAVD 88
 RL0855.geopotential number by the normal gravity value computed on the
 RL0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0855.degrees latitude (g = 980.6199 gals.).
 RL0855
 RL0855.The modeled gravity was interpolated from observed gravity values.
 RL0855
 RL0855;                    North         East    Units  Estimated Accuracy
 RL0855;SPC MI N     -   232,130.    7,821,140.      MT  (+/- 180 meters Scaled)
 RL0855
 RL0855                          SUPERSEDED SURVEY CONTROL
 RL0855
 RL0855  NGVD 29 (??/??/92)  199.697  (m)          655.17   (f) ADJ UNCH    2 0
 RL0855
 RL0855.Superseded values are not recommended for survey control.
 RL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0855.See file dsdata.txt to determine how the superseded data were derived.
 RL0855
 RL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211909(NAD 83)
 RL0855_MARKER: DB = BENCH MARK DISK
 RL0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0855_STAMPING: A 130 1948
 RL0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0855+STABILITY: SURFACE MOTION
 RL0855
 RL0855  HISTORY     - Date     Condition        Report By
 RL0855  HISTORY     - 1948     MONUMENTED       CGS
 RL0855  HISTORY     - 19960626 GOOD             USPSQD
 RL0855  HISTORY     - 20010615 GOOD             USPSQD
 RL0855  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0855
 RL0855                          STATION DESCRIPTION
 RL0855
 RL0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0855'2.4 MI SW FROM ONTONAGON.
 RL0855'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0855'OF U.S. HIGHWAY 45 AT ONTONAGON THENCE ABOUT 1.0 MILE SOUTH
 RL0855'ALONG THE MATCHWOOD ROAD, ABOUT 0.7 MILE SOUTH OF A CROSSROAD,
 RL0855'ABOUT 0.2 MILE NORTH OF A HOUSE ON THE WEST SIDE OF ROAD (HOUSE
 RL0855'IN AN S CURVE), SET IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 RL0855'A DRIVE WAY WEST TO EDWARD HIBBELNS FARM, 95 FEET NORTHEAST OF
 RL0855'THE NORTHEAST CORNER OF THE HOUSE, 33 FEET WEST OF THE CENTER
 RL0855'LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF THE DRIVE,
 RL0855'4 FEET SOUTH OF A POWER POLE AND IN LINE WITH THE ROW OF POLES,
 RL0855'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0855'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 RL0855'INCHES.
 RL0855
 RL0855                          STATION RECOVERY (1996)
 RL0855
 RL0855'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0855'RECOVERED IN GOOD CONDITION.
 RL0855
 RL0855                          STATION RECOVERY (2001)
 RL0855
 RL0855'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0855'RECOVERED IN GOOD CONDITION.
 RL0855
 RL0855                          STATION RECOVERY (2004)
 RL0855
 RL0855'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0855'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1405 ***********************************************************************
 RL1405  DESIGNATION -  A 132
 RL1405  PID         -  RL1405
 RL1405  STATE/COUNTY-  MI/GOGEBIC
 RL1405  USGS QUAD   -  
 RL1405
 RL1405                         *CURRENT SURVEY CONTROL
 RL1405  ___________________________________________________________________
 RL1405* NAD 83(1986)-  46 39 31.     (N)    089 59 40.     (W)     SCALED    
 RL1405* NAVD 88     -       275.586  (meters)     904.15   (feet)  ADJUSTED  
 RL1405  ___________________________________________________________________
 RL1405  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 RL1405  DYNAMIC HT  -         275.620 (meters)     904.26  (feet)  COMP
 RL1405  MODELED GRAV-     980,729.2   (mgal)                       NAVD 88
 RL1405
 RL1405  VERT ORDER  -  SECOND    CLASS 0
 RL1405
 RL1405.The horizontal coordinates were scaled from a topographic map and have
 RL1405.an estimated accuracy of +/- 6 seconds.
 RL1405
 RL1405.The orthometric height was determined by differential leveling
 RL1405.and adjusted by the National Geodetic Survey in June 1991..
 RL1405
 RL1405.The geoid height was determined by GEOID03.
 RL1405
 RL1405.The dynamic height is computed by dividing the NAVD 88
 RL1405.geopotential number by the normal gravity value computed on the
 RL1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1405.degrees latitude (g = 980.6199 gals.).
 RL1405
 RL1405.The modeled gravity was interpolated from observed gravity values.
 RL1405
 RL1405;                    North         East    Units  Estimated Accuracy
 RL1405;SPC MI N     -   212,760.    7,770,880.      MT  (+/- 180 meters Scaled)
 RL1405
 RL1405                          SUPERSEDED SURVEY CONTROL
 RL1405
 RL1405  NGVD 29 (??/??/92)  275.621  (m)          904.27   (f) ADJ UNCH    2 0
 RL1405
 RL1405.Superseded values are not recommended for survey control.
 RL1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1405.See file dsdata.txt to determine how the superseded data were derived.
 RL1405
 RL1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS709715(NAD 83)
 RL1405_MARKER: DB = BENCH MARK DISK
 RL1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1405_STAMPING: A 132 1948
 RL1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1405+STABILITY: SURFACE MOTION
 RL1405
 RL1405  HISTORY     - Date     Condition        Report By
 RL1405  HISTORY     - 1948     MONUMENTED       CGS
 RL1405
 RL1405                          STATION DESCRIPTION
 RL1405
 RL1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1405'12.1 MI NW FROM THOMASTON.
 RL1405'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM THE
 RL1405'CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY IN
 RL1405'THOMASTON, THENCE ABOUT 2.0 MILES WEST ALONG A LOGGING GRAVEL
 RL1405'ROAD, ABOUT 0.35 MILE WEST OF THE JUNCTION OF A ROAD NORTHWEST,
 RL1405'ABOUT 0.1 MILE EAST OF A CURVE IN THE GRAVEL ROAD WITH TANGENTS
 RL1405'EAST AND NORTHWEST AND THE JUNCTION OF A GRASS ROAD LEADING
 RL1405'WEST, ABOUT 300 FEET EAST OF A SMALL STREAM, SET IN THE
 RL1405'SOUTHEAST CORNER OF A SMALL CLEARING, 13.5 FEET NORTH OF THE
 RL1405'CENTER LINE OF THE ROAD, 80 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 RL1405'9-INCH HEMLOCK TREE, 48 FEET WEST OF A TRIANGULAR BLAZED DEAD
 RL1405'18-INCH HEMLOCK TREE, 20 FEET EAST OF THE CENTER OF THE CLEARING,
 RL1405'2.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1405'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1405'10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0068 ***********************************************************************
 RM0068  DESIGNATION -  A 133
 RM0068  PID         -  RM0068
 RM0068  STATE/COUNTY-  MI/GOGEBIC
 RM0068  USGS QUAD   -  
 RM0068
 RM0068                         *CURRENT SURVEY CONTROL
 RM0068  ___________________________________________________________________
 RM0068* NAD 83(1994)-  46 39 56.19449(N)    090 02 46.30182(W)     ADJUSTED  
 RM0068* NAVD 88     -       189.508  (meters)     621.74   (feet)  ADJUSTED  
 RM0068  ___________________________________________________________________
 RM0068  LAPLACE CORR-           4.10  (seconds)                    DEFLEC99
 RM0068  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0068  DYNAMIC HT  -         189.534 (meters)     621.83  (feet)  COMP
 RM0068  MODELED GRAV-     980,745.0   (mgal)                       NAVD 88
 RM0068
 RM0068  HORZ ORDER  -  SECOND
 RM0068  VERT ORDER  -  SECOND    CLASS 0
 RM0068
 RM0068.The horizontal coordinates were established by classical geodetic methods
 RM0068.and adjusted by the National Geodetic Survey in February 1997..
 RM0068
 RM0068.The orthometric height was determined by differential leveling
 RM0068.and adjusted by the National Geodetic Survey in June 1991..
 RM0068
 RM0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0068
 RM0068.The geoid height was determined by GEOID03.
 RM0068
 RM0068.The dynamic height is computed by dividing the NAVD 88
 RM0068.geopotential number by the normal gravity value computed on the
 RM0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0068.degrees latitude (g = 980.6199 gals.).
 RM0068
 RM0068.The modeled gravity was interpolated from observed gravity values.
 RM0068
 RM0068;                    North         East     Units Scale Factor Converg.
 RM0068;SPC MI N     -   213,684.589 7,766,952.010   MT  0.99992484   -2 12 06.3
 RM0068;SPC MI N     -   701,064.92 25,482,126.02   iFT  0.99992484   -2 12 06.3
 RM0068;UTM  15      - 5,172,243.902   725,956.223   MT  1.00022760   +2 08 57.8
 RM0068;UTM  16      - 5,172,513.299   266,976.635   MT  1.00026748   -2 13 00.0
 RM0068
 RM0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0068!SPC MI N     -   0.99997511  x   0.99992484  =   0.99989995
 RM0068!UTM  15      -   0.99997511  x   1.00022760  =   1.00020270
 RM0068!UTM  16      -   0.99997511  x   1.00026748  =   1.00024258
 RM0068
 RM0068                          SUPERSEDED SURVEY CONTROL
 RM0068
 RM0068  NAD 83(1994)-  46 39 56.19494(N)    090 02 46.30066(W) AD(       ) 2
 RM0068  NAD 83(1986)-  46 39 56.18911(N)    090 02 46.29578(W) AD(       ) 2
 RM0068  NAD 27      -  46 39 56.38375(N)    090 02 45.66583(W) AD(       ) 2
 RM0068  NGVD 29 (??/??/92)  189.546  (m)          621.87   (f) ADJ UNCH    2 0
 RM0068
 RM0068.Superseded values are not recommended for survey control.
 RM0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0068.See file dsdata.txt to determine how the superseded data were derived.
 RM0068
 RM0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2595672244(NAD 83)
 RM0068_MARKER: DB = BENCH MARK DISK
 RM0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0068_SP_SET: ANCHOR FOUNDATION
 RM0068_STAMPING: A 133 1948
 RM0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0068+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 RM0068
 RM0068  HISTORY     - Date     Condition        Report By
 RM0068  HISTORY     - 1948     MONUMENTED       CGS
 RM0068  HISTORY     - 1978     GOOD             NGS
 RM0068  HISTORY     - 1987     GOOD             USPSQD
 RM0068  HISTORY     - 20020615 GOOD             USPSQD
 RM0068  HISTORY     - 20050806 GOOD             GEOCAC
 RM0068
 RM0068                          STATION DESCRIPTION
 RM0068
 RM0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0068'12.7 MI NW FROM NORTH BESSEMER.
 RM0068'ABOUT 12.7 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM
 RM0068'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AT
 RM0068'NORTH BESSEMER, AT THE BLACK RIVER PARK, SET IN THE TOP OF THE
 RM0068'CENTER OF THE EAST CONCRETE ANCHOR FOUNDATION AT THE SOUTH END
 RM0068'OF A SUSPENSION BRIDGE OVER A CHANNEL, 48 FEET SOUTH OF THE SOUTH
 RM0068'END OF THE BRIDGE AND 1 FOOT ABOVE THE GROUND.
 RM0068
 RM0068                          STATION RECOVERY (1978)
 RM0068
 RM0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0068'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF
 RM0068'IRONWOOD, 13 MILES
 RM0068'NORTH OF BESSEMER, AT THE MOUTH OF BLACK RIVER IN BLACK RIVER PARK
 RM0068'AND ON THE PROPERTY OF THE U.S. FOREST SERVICE.  PERMISSION TO
 RM0068'USE STATION GRANTED BY DAVE TUCCI, FOREST RANGER, BESSEMER
 RM0068'RANGER STATION, BESSEMER, MI 49911.
 RM0068'
 RM0068'TO REACH THE STATION FROM THE INTERSECTION OF CLEVELAND AVENUE
 RM0068'(U.S. HIGHWAY 2) AND NORTH LAKE ROAD AT THE SIGNAL LIGHT IN
 RM0068'IRONWOOD, GO NORTH ON NORTH LAKE ROAD FOR 4 MILES TO A CROSSROAD.
 RM0068'TURN RIGHT AND GO EAST ON PAVED ROAD, PASSING GOGEBIC COUNTY
 RM0068'AIRPORT FOR 2.85 MILES TO A T-ROAD.  TURN LEFT AS PER SIGN AND GO
 RM0068'NORTHERLY FOR 4.95 MILES TO A FORK.  TAKE LEFT FORK NORTH AND GO
 RM0068'6.5 MILES TO A PARKING AREA, END OF TRUCK TRAVEL.  PACK DOWN
 RM0068'WALKWAY TO SOUTH END OF FOOT BRIDGE AND MARK IN BRIDGE ANCHOR
 RM0068'SUPPORT.
 RM0068'
 RM0068'THE STATION IS A STANDARD CGS BENCH MARK DISK
 RM0068'STAMPED---A 133 1948---, SET INTO A DRILL HOLE
 RM0068'IN A 4 BY 4-FOOT CONCRETE BRIDGE ANCHOR THAT PROJECTS 15
 RM0068'INCHES ABOVE GROUND.
 RM0068'IT IS LOCATED
 RM0068'53.5  FEET SOUTH FROM FOOT BRIDGE AND
 RM0068'5 FEET EAST FROM CENTER OF WALKWAY.
 RM0068'
 RM0068'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 RM0068
 RM0068                          STATION RECOVERY (1987)
 RM0068
 RM0068'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0068'RECOVERED IN GOOD CONDITION.
 RM0068
 RM0068                          STATION RECOVERY (2002)
 RM0068
 RM0068'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0068'RECOVERED IN GOOD CONDITION.
 RM0068
 RM0068                          STATION RECOVERY (2005)
 RM0068
 RM0068'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 RM0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1317 ***********************************************************************
 RL1317  DESIGNATION -  A 134
 RL1317  PID         -  RL1317
 RL1317  STATE/COUNTY-  MI/ONTONAGON
 RL1317  USGS QUAD   -  STATELINE LAKE (1982)
 RL1317
 RL1317                         *CURRENT SURVEY CONTROL
 RL1317  ___________________________________________________________________
 RL1317* NAD 83(1986)-  46 35 07.     (N)    089 41 32.     (W)     SCALED    
 RL1317* NAVD 88     -       425.125  (meters)    1394.76   (feet)  ADJUSTED  
 RL1317  ___________________________________________________________________
 RL1317  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RL1317  DYNAMIC HT  -         425.160 (meters)    1394.88  (feet)  COMP
 RL1317  MODELED GRAV-     980,681.5   (mgal)                       NAVD 88
 RL1317
 RL1317  VERT ORDER  -  SECOND    CLASS 0
 RL1317
 RL1317.The horizontal coordinates were scaled from a topographic map and have
 RL1317.an estimated accuracy of +/- 6 seconds.
 RL1317
 RL1317.The orthometric height was determined by differential leveling
 RL1317.and adjusted by the National Geodetic Survey in June 1991..
 RL1317
 RL1317.The geoid height was determined by GEOID03.
 RL1317
 RL1317.The dynamic height is computed by dividing the NAVD 88
 RL1317.geopotential number by the normal gravity value computed on the
 RL1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1317.degrees latitude (g = 980.6199 gals.).
 RL1317
 RL1317.The modeled gravity was interpolated from observed gravity values.
 RL1317
 RL1317;                    North         East    Units  Estimated Accuracy
 RL1317;SPC MI N     -   203,780.    7,793,720.      MT  (+/- 180 meters Scaled)
 RL1317
 RL1317                          SUPERSEDED SURVEY CONTROL
 RL1317
 RL1317  NGVD 29 (??/??/92)  425.139  (m)         1394.81   (f) ADJ UNCH    2 0
 RL1317
 RL1317.Superseded values are not recommended for survey control.
 RL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1317.See file dsdata.txt to determine how the superseded data were derived.
 RL1317
 RL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS937626(NAD 83)
 RL1317_MARKER: DB = BENCH MARK DISK
 RL1317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1317_STAMPING: A 134 1948
 RL1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1317+STABILITY: SURFACE MOTION
 RL1317
 RL1317  HISTORY     - Date     Condition        Report By
 RL1317  HISTORY     - 1948     MONUMENTED       CGS
 RL1317  HISTORY     - 1985     GOOD             NGS
 RL1317  HISTORY     - 1988     GOOD             USPSQD
 RL1317  HISTORY     - 20010619 GOOD             USPSQD
 RL1317
 RL1317                          STATION DESCRIPTION
 RL1317
 RL1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1317'3.4 MI NW FROM MERRIWEATHER.
 RL1317'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1317'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 1.8 MILES NORTH
 RL1317'ALONG A LOGGING ROAD, IN THE SOUTHEAST CORNER OF A SMALL CLEARING
 RL1317'AND BORROW PIT ON THE WEST SIDE OF THE ROAD, 26 FEET WEST OF THE
 RL1317'CENTER LINE OF THE ROAD, 22 FEET NORTH OF A 6-INCH TRIANGULAR
 RL1317'BLAZED POPLAR TREE, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL1317'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1317'POST PROJECTING 5 INCHES.
 RL1317
 RL1317                          STATION RECOVERY (1985)
 RL1317
 RL1317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1317'RECOVERED IN GOOD CONDITION.
 RL1317
 RL1317                          STATION RECOVERY (1988)
 RL1317
 RL1317'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1317'RECOVERED IN GOOD CONDITION.
 RL1317
 RL1317                          STATION RECOVERY (2001)
 RL1317
 RL1317'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1350 ***********************************************************************
 RL1350  DESIGNATION -  A 136
 RL1350  PID         -  RL1350
 RL1350  STATE/COUNTY-  MI/ONTONAGON
 RL1350  USGS QUAD   -  WHITE PINE (1956)
 RL1350
 RL1350                         *CURRENT SURVEY CONTROL
 RL1350  ___________________________________________________________________
 RL1350* NAD 83(1986)-  46 48 16.     (N)    089 37 21.     (W)     SCALED    
 RL1350* NAVD 88     -       220.581  (meters)     723.69   (feet)  ADJUSTED  
 RL1350  ___________________________________________________________________
 RL1350  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1350  DYNAMIC HT  -         220.616 (meters)     723.80  (feet)  COMP
 RL1350  MODELED GRAV-     980,764.7   (mgal)                       NAVD 88
 RL1350
 RL1350  VERT ORDER  -  SECOND    CLASS 0
 RL1350
 RL1350.The horizontal coordinates were scaled from a topographic map and have
 RL1350.an estimated accuracy of +/- 6 seconds.
 RL1350
 RL1350.The orthometric height was determined by differential leveling
 RL1350.and adjusted by the National Geodetic Survey in June 1991..
 RL1350
 RL1350.The geoid height was determined by GEOID03.
 RL1350
 RL1350.The dynamic height is computed by dividing the NAVD 88
 RL1350.geopotential number by the normal gravity value computed on the
 RL1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1350.degrees latitude (g = 980.6199 gals.).
 RL1350
 RL1350.The modeled gravity was interpolated from observed gravity values.
 RL1350
 RL1350;                    North         East    Units  Estimated Accuracy
 RL1350;SPC MI N     -   227,950.    7,799,860.      MT  (+/- 180 meters Scaled)
 RL1350
 RL1350                          SUPERSEDED SURVEY CONTROL
 RL1350
 RL1350  NGVD 29 (??/??/92)  220.614  (m)          723.80   (f) ADJ UNCH    2 0
 RL1350
 RL1350.Superseded values are not recommended for survey control.
 RL1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1350.See file dsdata.txt to determine how the superseded data were derived.
 RL1350
 RL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS999867(NAD 83)
 RL1350_MARKER: DB = BENCH MARK DISK
 RL1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1350_STAMPING: A 136 1948
 RL1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1350+STABILITY: SURFACE MOTION
 RL1350
 RL1350  HISTORY     - Date     Condition        Report By
 RL1350  HISTORY     - 1948     MONUMENTED       CGS
 RL1350  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1350  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1350  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1350
 RL1350                          STATION DESCRIPTION
 RL1350
 RL1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1350'3.6 MI SW FROM SILVER CITY.
 RL1350'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1350'STATE HIGHWAY 64 IN SILVER CITY, THENCE 0.95 MILE SOUTH ALONG THE
 RL1350'NONESUCH MINE ROAD, 0.5 MILE NORTH OF THE BRIDGE OVER UNION RIVER,
 RL1350'0.1 MILE SOUTH OF A 70-FOOT STEEL TRUSS BRIDGE OVER A CREEK, ABOUT
 RL1350'45 YARDS SOUTH OF THE SUMMIT OF A GRADE WHICH ASCENDS TO THE SOUTH
 RL1350'FROM THE 70-FOOT BRIDGE, 52 FEET SOUTHWEST AND ACROSS THE ROAD
 RL1350'FROM THE EAST END OF A 12-INCH PIPE CULVERT, 23 FEET WEST OF THE
 RL1350'CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF A 6-INCH TRIANGULAR
 RL1350'BLAZED MAPLE, 2 FEET EAST OF A WHITE WOODEN POST, ABOUT 1 FOOT
 RL1350'ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 RL1350'PROJECTING 4 INCHES.
 RL1350
 RL1350                          STATION RECOVERY (1976)
 RL1350
 RL1350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1350'MARK NOT FOUND.
 RL1350
 RL1350                          STATION RECOVERY (1988)
 RL1350
 RL1350'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1350'MARK NOT FOUND.
 RL1350
 RL1350                          STATION RECOVERY (2004)
 RL1350
 RL1350'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0880 ***********************************************************************
 RL0880  DESIGNATION -  A 137
 RL0880  PID         -  RL0880
 RL0880  STATE/COUNTY-  MI/ONTONAGON
 RL0880  USGS QUAD   -  
 RL0880
 RL0880                         *CURRENT SURVEY CONTROL
 RL0880  ___________________________________________________________________
 RL0880* NAD 83(1986)-  46 43 52.     (N)    089 08 04.     (W)     SCALED    
 RL0880* NAVD 88     -       314.917  (meters)    1033.19   (feet)  ADJUSTED  
 RL0880  ___________________________________________________________________
 RL0880  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 RL0880  DYNAMIC HT  -         314.944 (meters)    1033.28  (feet)  COMP
 RL0880  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 RL0880
 RL0880  VERT ORDER  -  SECOND    CLASS 0
 RL0880
 RL0880.The horizontal coordinates were scaled from a topographic map and have
 RL0880.an estimated accuracy of +/- 6 seconds.
 RL0880
 RL0880.The orthometric height was determined by differential leveling
 RL0880.and adjusted by the National Geodetic Survey in June 1991..
 RL0880
 RL0880.The geoid height was determined by GEOID03.
 RL0880
 RL0880.The dynamic height is computed by dividing the NAVD 88
 RL0880.geopotential number by the normal gravity value computed on the
 RL0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0880.degrees latitude (g = 980.6199 gals.).
 RL0880
 RL0880.The modeled gravity was interpolated from observed gravity values.
 RL0880
 RL0880;                    North         East    Units  Estimated Accuracy
 RL0880;SPC MI N     -   218,680.    7,836,880.      MT  (+/- 180 meters Scaled)
 RL0880
 RL0880                          SUPERSEDED SURVEY CONTROL
 RL0880
 RL0880  NGVD 29 (??/??/92)  314.926  (m)         1033.22   (f) ADJ UNCH    2 0
 RL0880
 RL0880.Superseded values are not recommended for survey control.
 RL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0880.See file dsdata.txt to determine how the superseded data were derived.
 RL0880
 RL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS369774(NAD 83)
 RL0880_MARKER: DB = BENCH MARK DISK
 RL0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0880_STAMPING: A 137 1948
 RL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0880+STABILITY: SURFACE MOTION
 RL0880
 RL0880  HISTORY     - Date     Condition        Report By
 RL0880  HISTORY     - 1948     MONUMENTED       CGS
 RL0880  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0880  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0880  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0880  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL0880
 RL0880                          STATION DESCRIPTION
 RL0880
 RL0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0880'3.6 MI SW FROM MASS.
 RL0880'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0880'CROSSROAD AND THE CO-OP STORE AT MASS, ABOUT 0.95 MILE EAST OF
 RL0880'THE JUNCTION OF U.S. HIGHWAY 45, 181 FEET EAST OF THE CENTER
 RL0880'LINE OF A DIM LOGGING ROAD SOUTH, ABOUT 100 YARDS EAST OF A
 RL0880'CURVE WITH TANGENTS EAST AND SOUTHWEST, 58 FEET SOUTH AND ACROSS
 RL0880'THE HIGHWAY FROM AN S CURVE SIGN, 39 FEET SOUTH OF THE CENTER
 RL0880'LINE OF THE HIGHWAY, 6 FEET EAST OF A TRIANGULAR BLAZED 4-INCH
 RL0880'MAPLE TREE, 17 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1 1/2
 RL0880'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RL0880'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0880
 RL0880                          STATION RECOVERY (1977)
 RL0880
 RL0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0880'MARK NOT FOUND.
 RL0880
 RL0880                          STATION RECOVERY (1988)
 RL0880
 RL0880'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0880'MARK NOT FOUND.
 RL0880
 RL0880                          STATION RECOVERY (2001)
 RL0880
 RL0880'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0880'MARK NOT FOUND.
 RL0880
 RL0880                          STATION RECOVERY (2004)
 RL0880
 RL0880'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0792 ***********************************************************************
 RL0792  DESIGNATION -  A 138
 RL0792  PID         -  RL0792
 RL0792  STATE/COUNTY-  MI/ONTONAGON
 RL0792  USGS QUAD   -  
 RL0792
 RL0792                         *CURRENT SURVEY CONTROL
 RL0792  ___________________________________________________________________
 RL0792* NAD 83(1986)-  46 33 05.     (N)    089 10 43.     (W)     SCALED    
 RL0792* NAVD 88     -       339.323  (meters)    1113.26   (feet)  ADJUSTED  
 RL0792  ___________________________________________________________________
 RL0792  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 RL0792  DYNAMIC HT  -         339.337 (meters)    1113.31  (feet)  COMP
 RL0792  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 RL0792
 RL0792  VERT ORDER  -  SECOND    CLASS 0
 RL0792
 RL0792.The horizontal coordinates were scaled from a topographic map and have
 RL0792.an estimated accuracy of +/- 6 seconds.
 RL0792
 RL0792.The orthometric height was determined by differential leveling
 RL0792.and adjusted by the National Geodetic Survey in June 1991..
 RL0792
 RL0792.The geoid height was determined by GEOID03.
 RL0792
 RL0792.The dynamic height is computed by dividing the NAVD 88
 RL0792.geopotential number by the normal gravity value computed on the
 RL0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0792.degrees latitude (g = 980.6199 gals.).
 RL0792
 RL0792.The modeled gravity was interpolated from observed gravity values.
 RL0792
 RL0792;                    North         East    Units  Estimated Accuracy
 RL0792;SPC MI N     -   198,810.    7,832,960.      MT  (+/- 180 meters Scaled)
 RL0792
 RL0792                          SUPERSEDED SURVEY CONTROL
 RL0792
 RL0792  NGVD 29 (??/??/92)  339.344  (m)         1113.33   (f) ADJ UNCH    2 0
 RL0792
 RL0792.Superseded values are not recommended for survey control.
 RL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0792.See file dsdata.txt to determine how the superseded data were derived.
 RL0792
 RL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS329576(NAD 83)
 RL0792_MARKER: DB = BENCH MARK DISK
 RL0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0792_STAMPING: A 138 1948
 RL0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0792+STABILITY: SURFACE MOTION
 RL0792
 RL0792  HISTORY     - Date     Condition        Report By
 RL0792  HISTORY     - 1948     MONUMENTED       CGS
 RL0792  HISTORY     - 1987     GOOD             USPSQD
 RL0792  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0792  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0792
 RL0792                          STATION DESCRIPTION
 RL0792
 RL0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0792'1.2 MI N FROM BRUCES CROSSING.
 RL0792'ABOUT 1.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS
 RL0792'INTERSECTION WITH STATE HIGHWAY 28 AT BRUCES CROSSING, ABOUT
 RL0792'0.4 MILE NORTH OF A ROAD EAST, AT THE SOUTHEAST CORNER OF A LARGE
 RL0792'FIELD, ACROSS A VALLEY FROM A GROUP OF FARM BUILDINGS ON WEST
 RL0792'SIDE OF THE ROAD, 72 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0792'100 FEET NORTHWEST OF THE WEST END OF A 3-FOOT CONCRETE PIPE
 RL0792'CULVERT, 26 FEET NORTH OF A FENCE CORNER, 11 FEET NORTHWEST OF
 RL0792'THE 1ST POWER POLE NORTH OF A POWER POLE WITH TRANSFORMER AND
 RL0792'BRANCH LINE TO HOUSES ON EAST AND WEST SIDE OF HIGHWAY, 2 FEET
 RL0792'EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0792'POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0792'POST PROJECTING 6 INCHES.
 RL0792
 RL0792                          STATION RECOVERY (1987)
 RL0792
 RL0792'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0792'RECOVERED IN GOOD CONDITION.
 RL0792
 RL0792                          STATION RECOVERY (1996)
 RL0792
 RL0792'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0792'MARK NOT FOUND.
 RL0792
 RL0792                          STATION RECOVERY (2001)
 RL0792
 RL0792'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0792'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1215 ***********************************************************************
 RL1215  DESIGNATION -  A 140
 RL1215  PID         -  RL1215
 RL1215  STATE/COUNTY-  MI/GOGEBIC
 RL1215  USGS QUAD   -  WAKEFIELD (1975)
 RL1215
 RL1215                         *CURRENT SURVEY CONTROL
 RL1215  ___________________________________________________________________
 RL1215* NAD 83(1986)-  46 28 38.     (N)    089 56 26.     (W)     SCALED    
 RL1215* NAVD 88     -       465.342  (meters)    1526.71   (feet)  ADJUSTED  
 RL1215  ___________________________________________________________________
 RL1215  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RL1215  DYNAMIC HT  -         465.358 (meters)    1526.76  (feet)  COMP
 RL1215  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 RL1215
 RL1215  VERT ORDER  -  FIRST     CLASS II
 RL1215
 RL1215.The horizontal coordinates were scaled from a topographic map and have
 RL1215.an estimated accuracy of +/- 6 seconds.
 RL1215
 RL1215.The orthometric height was determined by differential leveling
 RL1215.and adjusted by the National Geodetic Survey in June 1991..
 RL1215
 RL1215.The geoid height was determined by GEOID03.
 RL1215
 RL1215.The dynamic height is computed by dividing the NAVD 88
 RL1215.geopotential number by the normal gravity value computed on the
 RL1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1215.degrees latitude (g = 980.6199 gals.).
 RL1215
 RL1215.The modeled gravity was interpolated from observed gravity values.
 RL1215
 RL1215;                    North         East    Units  Estimated Accuracy
 RL1215;SPC MI N     -   192,450.    7,774,250.      MT  (+/- 180 meters Scaled)
 RL1215
 RL1215                          SUPERSEDED SURVEY CONTROL
 RL1215
 RL1215  NGVD 29 (??/??/92)  465.356  (m)         1526.76   (f) ADJ UNCH    1 2
 RL1215
 RL1215.Superseded values are not recommended for survey control.
 RL1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1215.See file dsdata.txt to determine how the superseded data were derived.
 RL1215
 RL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS742512(NAD 83)
 RL1215_MARKER: DB = BENCH MARK DISK
 RL1215_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL1215_STAMPING: A 140 1948
 RL1215_MARK LOGO: CGS   
 RL1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1215+STABILITY: SURFACE MOTION
 RL1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1215+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 RL1215
 RL1215  HISTORY     - Date     Condition        Report By
 RL1215  HISTORY     - 1948     MONUMENTED       CGS
 RL1215  HISTORY     - 1985     GOOD             NGS
 RL1215  HISTORY     - 1987     GOOD             USPSQD
 RL1215  HISTORY     - 19950612 GOOD             USPSQD
 RL1215  HISTORY     - 20030822 GOOD             USPSQD
 RL1215  HISTORY     - 20040806 GOOD             USPSQD
 RL1215
 RL1215                          STATION DESCRIPTION
 RL1215
 RL1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1215'AT WAKEFIELD.
 RL1215'AT WAKEFIELD, ABOUT 1/2 BLOCK NORTH OF THE INTERSECTION OF STATE
 RL1215'HIGHWAY 28 AND U.S. HIGHWAY 2, SET VERTICALLY IN THE WEST
 RL1215'FACE AT THE NORTHWEST CORNER OF THE FOUNDATION OF THE MICHIGAN
 RL1215'STATE POLIC SUB-STATION, 13 FEET NORTH OF THE CENTER OF THE MAIN
 RL1215'ENTRANCE, 1 FOOT SOUTH OF THE NORTHWEST CORNER AND 1 1/2 FEET
 RL1215'ABOVE THE GROUND.
 RL1215
 RL1215                          STATION RECOVERY (1985)
 RL1215
 RL1215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (1987)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (1995)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2003)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1215'RECOVERED IN GOOD CONDITION.
 RL1215
 RL1215                          STATION RECOVERY (2004)
 RL1215
 RL1215'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1239 ***********************************************************************
 RL1239  DESIGNATION -  A 141
 RL1239  PID         -  RL1239
 RL1239  STATE/COUNTY-  MI/GOGEBIC
 RL1239  USGS QUAD   -  GOGEBIC (1982)
 RL1239
 RL1239                         *CURRENT SURVEY CONTROL
 RL1239  ___________________________________________________________________
 RL1239* NAD 83(1986)-  46 22 12.     (N)    089 34 30.     (W)     SCALED    
 RL1239* NAVD 88     -       458.917  (meters)    1505.63   (feet)  ADJUSTED  
 RL1239  ___________________________________________________________________
 RL1239  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 RL1239  DYNAMIC HT  -         458.926 (meters)    1505.66  (feet)  COMP
 RL1239  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 RL1239
 RL1239  VERT ORDER  -  SECOND    CLASS 0
 RL1239
 RL1239.The horizontal coordinates were scaled from a topographic map and have
 RL1239.an estimated accuracy of +/- 6 seconds.
 RL1239
 RL1239.The orthometric height was determined by differential leveling
 RL1239.and adjusted by the National Geodetic Survey in June 1991..
 RL1239
 RL1239.The geoid height was determined by GEOID03.
 RL1239
 RL1239.The dynamic height is computed by dividing the NAVD 88
 RL1239.geopotential number by the normal gravity value computed on the
 RL1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1239.degrees latitude (g = 980.6199 gals.).
 RL1239
 RL1239.The modeled gravity was interpolated from observed gravity values.
 RL1239
 RL1239;                    North         East    Units  Estimated Accuracy
 RL1239;SPC MI N     -   179,570.    7,801,920.      MT  (+/- 180 meters Scaled)
 RL1239
 RL1239                          SUPERSEDED SURVEY CONTROL
 RL1239
 RL1239  NGVD 29 (??/??/92)  458.927  (m)         1505.66   (f) ADJ UNCH    2 0
 RL1239
 RL1239.Superseded values are not recommended for survey control.
 RL1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1239.See file dsdata.txt to determine how the superseded data were derived.
 RL1239
 RL1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS019383(NAD 83)
 RL1239_MARKER: DB = BENCH MARK DISK
 RL1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1239_STAMPING: A 141 1948
 RL1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1239+STABILITY: SURFACE MOTION
 RL1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1239+SATELLITE: SATELLITE OBSERVATIONS - September 13, 1996
 RL1239
 RL1239  HISTORY     - Date     Condition        Report By
 RL1239  HISTORY     - 1948     MONUMENTED       CGS
 RL1239  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1239  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1239  HISTORY     - 19950913 MARK NOT FOUND   MIDT
 RL1239  HISTORY     - 19960913 MARK NOT FOUND   MIDT
 RL1239
 RL1239                          STATION DESCRIPTION
 RL1239
 RL1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1239'6.7 MI E FROM MARENISCO.
 RL1239'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1239'AND NORTHWESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1239'6.05 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 0.65 MILE EAST OF
 RL1239'PELTON CREEK BRIDGE, ABOUT 0.55 MILE EAST OF THE ENTRANCE TO
 RL1239'CAMP GOGEBIC ON NORTH SIDE OF HIGHWAY, ABOUT 0.15 MILE WEST OF
 RL1239'A ROAD NORTH, AT THE EAST END OF A THRU CUT, 95 FEET
 RL1239'NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM A TRIANGULAR BLAZED
 RL1239'20-INCH MAPLE TREE, 45 FEET NORTH OF THE CENTER LINE OF THE
 RL1239'HIGHWAY, 9 FEET EAST OF A 22-INCH MAPLE TREE, 2 FEET WEST OF
 RL1239'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET
 RL1239'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RL1239
 RL1239                          STATION RECOVERY (1978)
 RL1239
 RL1239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1239'MARK NOT FOUND.
 RL1239
 RL1239                          STATION RECOVERY (1987)
 RL1239
 RL1239'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1239'MARK NOT FOUND.
 RL1239
 RL1239                          STATION RECOVERY (1995)
 RL1239
 RL1239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1239'NOT RECOVERED.
 RL1239
 RL1239                          STATION RECOVERY (1996)
 RL1239
 RL1239'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL1239'STATION WAS NOT FOUND AT THIS TIME.  DESCRIPTION PUTS MARK AT LOCATION
 RL1239'OF A HAUL ROAD TO AN OLD GRAVEL PIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0998 ***********************************************************************
 RL0998  DESIGNATION -  A 142
 RL0998  PID         -  RL0998
 RL0998  STATE/COUNTY-  MI/GOGEBIC
 RL0998  USGS QUAD   -  PIONEER LAKE (1981)
 RL0998
 RL0998                         *CURRENT SURVEY CONTROL
 RL0998  ___________________________________________________________________
 RL0998* NAD 83(1986)-  46 16 14.     (N)    089 11 56.     (W)     SCALED    
 RL0998* NAVD 88     -       489.925  (meters)    1607.36   (feet)  ADJUSTED  
 RL0998  ___________________________________________________________________
 RL0998  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 RL0998  DYNAMIC HT  -         489.932 (meters)    1607.39  (feet)  COMP
 RL0998  MODELED GRAV-     980,611.8   (mgal)                       NAVD 88
 RL0998
 RL0998  VERT ORDER  -  SECOND    CLASS 0
 RL0998
 RL0998.The horizontal coordinates were scaled from a topographic map and have
 RL0998.an estimated accuracy of +/- 6 seconds.
 RL0998
 RL0998.The orthometric height was determined by differential leveling
 RL0998.and adjusted by the National Geodetic Survey in June 1991..
 RL0998
 RL0998.The geoid height was determined by GEOID03.
 RL0998
 RL0998.The dynamic height is computed by dividing the NAVD 88
 RL0998.geopotential number by the normal gravity value computed on the
 RL0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0998.degrees latitude (g = 980.6199 gals.).
 RL0998
 RL0998.The modeled gravity was interpolated from observed gravity values.
 RL0998
 RL0998;                    North         East    Units  Estimated Accuracy
 RL0998;SPC MI N     -   167,650.    7,830,540.      MT  (+/- 180 meters Scaled)
 RL0998
 RL0998                          SUPERSEDED SURVEY CONTROL
 RL0998
 RL0998  NGVD 29 (??/??/92)  489.944  (m)         1607.42   (f) ADJ UNCH    2 0
 RL0998
 RL0998.Superseded values are not recommended for survey control.
 RL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0998.See file dsdata.txt to determine how the superseded data were derived.
 RL0998
 RL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS305264(NAD 83)
 RL0998_MARKER: DB = BENCH MARK DISK
 RL0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0998_STAMPING: A 142 1948
 RL0998_MARK LOGO: CGS   
 RL0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0998+STABILITY: SURFACE MOTION
 RL0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0998+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL0998
 RL0998  HISTORY     - Date     Condition        Report By
 RL0998  HISTORY     - 1948     MONUMENTED       CGS
 RL0998  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0998  HISTORY     - 19950830 GOOD             MIDT
 RL0998  HISTORY     - 19950830 GOOD             MIDT
 RL0998  HISTORY     - 20050606 GOOD             USPSQD
 RL0998
 RL0998                          STATION DESCRIPTION
 RL0998
 RL0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0998'1.6 MI W FROM WATERSMEET.
 RL0998'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0998'AT WATERSMEET, THENCE ABOUT 1.1 MILES NORTHWEST ALONG U.S.
 RL0998'HIGHWAY 2, 489 FEET SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 RL0998'LEADING EAST TO WATERSMEET, AT THE JUNCTION OF A DRIVE WAY
 RL0998'SOUTH TO A FARM HOUSE, 72 FEET NORTHEAST OF THE NORTHEAST
 RL0998'CORNER OF THE HOUSE, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0998'HIGHWAY, 57 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY, 2 FEET
 RL0998'WEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 RL0998'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0998'INCHES.
 RL0998
 RL0998                          STATION RECOVERY (1987)
 RL0998
 RL0998'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0998'MARK NOT FOUND.
 RL0998
 RL0998                          STATION RECOVERY (1995)
 RL0998
 RL0998'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0998'RECOVERED AS DESCRIBED.
 RL0998
 RL0998                          STATION RECOVERY (1995)
 RL0998
 RL0998'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0998'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) NORTHWEST OF WATERSMEET. TO
 RL0998'REACH FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY 45 IN
 RL0998'WATERSMEET GO WEST ON US HIGHWAY 2 FOR 1.1 MI (1.8 KM) TO MARK ON THE
 RL0998'LEFT, AT A DRIVE SOUTH TO A RESIDENCE. STATION IS 72.0 FT (21.9 M)
 RL0998'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 51.0 FT (15.5 M)
 RL0998'SOUTHWEST OF THE CENTERLINE OF US HIGHWAY 2, 51.0 FT (15.5 M) EAST OF
 RL0998'THE CENTERLINE OF THE DRIVEWAY, 2.0 FT (0.6 M) WEST OF A METAL WITNESS
 RL0998'POST, ABOUT 1.5 FT (0.5 M) ABOVE THE HIGHWAY AND PROJECTING ABOUT
 RL0998'8-INCHES ABOVE GROUND.
 RL0998
 RL0998                          STATION RECOVERY (2005)
 RL0998
 RL0998'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL0998'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1168 ***********************************************************************
 RL1168  DESIGNATION -  A 144
 RL1168  PID         -  RL1168
 RL1168  STATE/COUNTY-  MI/GOGEBIC
 RL1168  USGS QUAD   -  MARENISCO (1975)
 RL1168
 RL1168                         *CURRENT SURVEY CONTROL
 RL1168  ___________________________________________________________________
 RL1168* NAD 83(1986)-  46 22 52.     (N)    089 41 54.     (W)     SCALED    
 RL1168* NAVD 88     -       462.681  (meters)    1517.98   (feet)  ADJUSTED  
 RL1168  ___________________________________________________________________
 RL1168  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 RL1168  DYNAMIC HT  -         462.683 (meters)    1517.99  (feet)  COMP
 RL1168  MODELED GRAV-     980,604.7   (mgal)                       NAVD 88
 RL1168
 RL1168  VERT ORDER  -  SECOND    CLASS 0
 RL1168
 RL1168.The horizontal coordinates were scaled from a topographic map and have
 RL1168.an estimated accuracy of +/- 6 seconds.
 RL1168
 RL1168.The orthometric height was determined by differential leveling
 RL1168.and adjusted by the National Geodetic Survey in June 1991..
 RL1168
 RL1168.The geoid height was determined by GEOID03.
 RL1168
 RL1168.The dynamic height is computed by dividing the NAVD 88
 RL1168.geopotential number by the normal gravity value computed on the
 RL1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1168.degrees latitude (g = 980.6199 gals.).
 RL1168
 RL1168.The modeled gravity was interpolated from observed gravity values.
 RL1168
 RL1168;                    North         East    Units  Estimated Accuracy
 RL1168;SPC MI N     -   181,120.    7,792,480.      MT  (+/- 180 meters Scaled)
 RL1168
 RL1168                          SUPERSEDED SURVEY CONTROL
 RL1168
 RL1168  NGVD 29 (??/??/92)  462.681  (m)         1517.98   (f) ADJ UNCH    2 0
 RL1168
 RL1168.Superseded values are not recommended for survey control.
 RL1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1168.See file dsdata.txt to determine how the superseded data were derived.
 RL1168
 RL1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS925399(NAD 83)
 RL1168_MARKER: DB = BENCH MARK DISK
 RL1168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1168_SP_SET: BUILDING
 RL1168_STAMPING: A 144 1948
 RL1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1168
 RL1168  HISTORY     - Date     Condition        Report By
 RL1168  HISTORY     - 1948     MONUMENTED       CGS
 RL1168  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1168  HISTORY     - 19980427 MARK NOT FOUND   MIDT
 RL1168  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1168
 RL1168                          STATION DESCRIPTION
 RL1168
 RL1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1168'AT MARENISCO.
 RL1168'AT MARENISCO, SET VERTICALLY IN THE SOUTH FACE NEAR THE SOUTHWEST
 RL1168'CORNER OF THE CITY HALL, 9.5 FEET EAST OF THE SOUTHWEST CORNER
 RL1168'AND 3 FEET ABOVE THE GROUND.
 RL1168
 RL1168                          STATION RECOVERY (1987)
 RL1168
 RL1168'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1168'MARK NOT FOUND.
 RL1168
 RL1168                          STATION RECOVERY (1998)
 RL1168
 RL1168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1168'THERE IS A NEW CITY HALL BUILDING AND THE OLD BUILDING COULD NOT BE
 RL1168'FOUND.  ASSUMED DESTROYED.
 RL1168
 RL1168                          STATION RECOVERY (2004)
 RL1168
 RL1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1247 ***********************************************************************
 RL1247  DESIGNATION -  A 145
 RL1247  PID         -  RL1247
 RL1247  STATE/COUNTY-  MI/GOGEBIC
 RL1247  USGS QUAD   -  WAKEFIELD (1975)
 RL1247
 RL1247                         *CURRENT SURVEY CONTROL
 RL1247  ___________________________________________________________________
 RL1247* NAD 83(1986)-  46 26 48.     (N)    089 56 52.     (W)     SCALED    
 RL1247* NAVD 88     -       492.781  (meters)    1616.73   (feet)  ADJUSTED  
 RL1247  ___________________________________________________________________
 RL1247  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RL1247  DYNAMIC HT  -         492.786 (meters)    1616.75  (feet)  COMP
 RL1247  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RL1247
 RL1247  VERT ORDER  -  SECOND    CLASS 0
 RL1247
 RL1247.The horizontal coordinates were scaled from a topographic map and have
 RL1247.an estimated accuracy of +/- 6 seconds.
 RL1247
 RL1247.The orthometric height was determined by differential leveling
 RL1247.and adjusted by the National Geodetic Survey in June 1991..
 RL1247
 RL1247.The geoid height was determined by GEOID03.
 RL1247
 RL1247.The dynamic height is computed by dividing the NAVD 88
 RL1247.geopotential number by the normal gravity value computed on the
 RL1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1247.degrees latitude (g = 980.6199 gals.).
 RL1247
 RL1247.The modeled gravity was interpolated from observed gravity values.
 RL1247
 RL1247;                    North         East    Units  Estimated Accuracy
 RL1247;SPC MI N     -   189,080.    7,773,570.      MT  (+/- 180 meters Scaled)
 RL1247
 RL1247                          SUPERSEDED SURVEY CONTROL
 RL1247
 RL1247  NGVD 29 (??/??/92)  492.783  (m)         1616.74   (f) ADJ UNCH    2 0
 RL1247
 RL1247.Superseded values are not recommended for survey control.
 RL1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1247.See file dsdata.txt to determine how the superseded data were derived.
 RL1247
 RL1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS735479(NAD 83)
 RL1247_MARKER: DB = BENCH MARK DISK
 RL1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1247_STAMPING: A 145 1948
 RL1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1247+STABILITY: SURFACE MOTION
 RL1247
 RL1247  HISTORY     - Date     Condition        Report By
 RL1247  HISTORY     - 1948     MONUMENTED       CGS
 RL1247  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1247  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1247  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1247  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1247
 RL1247                          STATION DESCRIPTION
 RL1247
 RL1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1247'2 MI S FROM WAKEFIELD.
 RL1247'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1247'HALL AT WAKEFIELD, THENCE ABOUT 1.4 MILES SOUTH ALONG CHANEY
 RL1247'LAKE ROAD, ABOUT 0.15 MILE SOUTH OF A DIM ROAD EAST, AT A DIM
 RL1247'DIRT ROAD LEADING NORTH AND PARALLELING THE HIGHWAY, 37 FEET
 RL1247'WEST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTHWEST OF THE
 RL1247'CENTER OF THE JUNCTION, 170 FEET SOUTH OF THE CREST OF A SMALL
 RL1247'KNOLL, 41 FEET SOUTHEATS OF A TRIANGULAR BLAZED BASS WOOD TREE,
 RL1247'ABOUT IN LINE WITH THE PROLONGED CENTER LINE OF THE DIRT ROAD
 RL1247'NORTH, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1247'POST PROJECTING 4 INCHES.
 RL1247
 RL1247                          STATION RECOVERY (1985)
 RL1247
 RL1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1247'MARK NOT FOUND.
 RL1247
 RL1247                          STATION RECOVERY (1988)
 RL1247
 RL1247'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1247'MARK NOT FOUND.
 RL1247
 RL1247                          STATION RECOVERY (1996)
 RL1247
 RL1247'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1247'MARK NOT FOUND.
 RL1247
 RL1247                          STATION RECOVERY (2004)
 RL1247
 RL1247'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1176 ***********************************************************************
 RL1176  DESIGNATION -  A 146
 RL1176  PID         -  RL1176
 RL1176  STATE/COUNTY-  MI/GOGEBIC
 RL1176  USGS QUAD   -  STATELINE LAKE (1982)
 RL1176
 RL1176                         *CURRENT SURVEY CONTROL
 RL1176  ___________________________________________________________________
 RL1176* NAD 83(1986)-  46 18 15.     (N)    089 44 05.     (W)     SCALED    
 RL1176* NAVD 88     -       479.611  (meters)    1573.52   (feet)  ADJUSTED  
 RL1176  ___________________________________________________________________
 RL1176  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 RL1176  DYNAMIC HT  -         479.612 (meters)    1573.53  (feet)  COMP
 RL1176  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 RL1176
 RL1176  VERT ORDER  -  SECOND    CLASS 0
 RL1176
 RL1176.The horizontal coordinates were scaled from a topographic map and have
 RL1176.an estimated accuracy of +/- 6 seconds.
 RL1176
 RL1176.The orthometric height was determined by differential leveling
 RL1176.and adjusted by the National Geodetic Survey in June 1991..
 RL1176
 RL1176.The geoid height was determined by GEOID03.
 RL1176
 RL1176.The dynamic height is computed by dividing the NAVD 88
 RL1176.geopotential number by the normal gravity value computed on the
 RL1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1176.degrees latitude (g = 980.6199 gals.).
 RL1176
 RL1176.The modeled gravity was interpolated from observed gravity values.
 RL1176
 RL1176;                    North         East    Units  Estimated Accuracy
 RL1176;SPC MI N     -   172,670.    7,789,390.      MT  (+/- 180 meters Scaled)
 RL1176
 RL1176                          SUPERSEDED SURVEY CONTROL
 RL1176
 RL1176  NGVD 29 (??/??/92)  479.611  (m)         1573.52   (f) ADJ UNCH    2 0
 RL1176
 RL1176.Superseded values are not recommended for survey control.
 RL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1176.See file dsdata.txt to determine how the superseded data were derived.
 RL1176
 RL1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS894314(NAD 83)
 RL1176_MARKER: DB = BENCH MARK DISK
 RL1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1176_STAMPING: A 146 1948
 RL1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1176+STABILITY: SURFACE MOTION
 RL1176
 RL1176  HISTORY     - Date     Condition        Report By
 RL1176  HISTORY     - 1948     MONUMENTED       CGS
 RL1176  HISTORY     - 1963     MARK NOT FOUND   USGS
 RL1176  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1176  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1176
 RL1176                          STATION DESCRIPTION
 RL1176
 RL1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1176'6.2 MI S FROM MARENISCO.
 RL1176'ABOUT 6.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1176'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, AT AN OLD
 RL1176'ABANDONED RAILROAD CROSSING, 127 FEET NORTHWEST AND ACROSS
 RL1176'THE HIGHWAY FROM POWER POLE NO. 126, 59 FEET SOUTHWEST OF THE
 RL1176'CENTER OF THE INTERSECTION OF THE ABANDONED RAILWAY, 37 FEET
 RL1176'WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.15 MILE SOUTH
 RL1176'OF AN 18-INCH PIPE CULVERT, ABOUT 0.1 MILE NORTH OF A DIM ROAD
 RL1176'WEST, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 RL1176'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1176'6 INCHES.  NOTE-- MAY HAVE BEEN DESTROYED BY HIGHWAY CONSTRUCTION.
 RL1176
 RL1176                          STATION RECOVERY (1963)
 RL1176
 RL1176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RL1176'MARK NOT FOUND.
 RL1176
 RL1176                          STATION RECOVERY (1987)
 RL1176
 RL1176'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1176'MARK NOT FOUND.
 RL1176
 RL1176                          STATION RECOVERY (2004)
 RL1176
 RL1176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1269 ***********************************************************************
 RL1269  DESIGNATION -  A 147
 RL1269  PID         -  RL1269
 RL1269  STATE/COUNTY-  MI/ONTONAGON
 RL1269  USGS QUAD   -  STATELINE LAKE (1982)
 RL1269
 RL1269                         *CURRENT SURVEY CONTROL
 RL1269  ___________________________________________________________________
 RL1269* NAD 83(1986)-  46 34 13.     (N)    089 37 55.     (W)     SCALED    
 RL1269* NAVD 88     -       396.894  (meters)    1302.14   (feet)  ADJUSTED  
 RL1269  ___________________________________________________________________
 RL1269  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 RL1269  DYNAMIC HT  -         396.919 (meters)    1302.23  (feet)  COMP
 RL1269  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 RL1269
 RL1269  VERT ORDER  -  FIRST     CLASS II
 RL1269
 RL1269.The horizontal coordinates were scaled from a topographic map and have
 RL1269.an estimated accuracy of +/- 6 seconds.
 RL1269
 RL1269.The orthometric height was determined by differential leveling
 RL1269.and adjusted by the National Geodetic Survey in June 1991..
 RL1269
 RL1269.The geoid height was determined by GEOID03.
 RL1269
 RL1269.The dynamic height is computed by dividing the NAVD 88
 RL1269.geopotential number by the normal gravity value computed on the
 RL1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1269.degrees latitude (g = 980.6199 gals.).
 RL1269
 RL1269.The modeled gravity was interpolated from observed gravity values.
 RL1269
 RL1269;                    North         East    Units  Estimated Accuracy
 RL1269;SPC MI N     -   201,960.    7,798,280.      MT  (+/- 180 meters Scaled)
 RL1269
 RL1269                          SUPERSEDED SURVEY CONTROL
 RL1269
 RL1269  NGVD 29 (??/??/92)  396.902  (m)         1302.17   (f) ADJ UNCH    1 2
 RL1269
 RL1269.Superseded values are not recommended for survey control.
 RL1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1269.See file dsdata.txt to determine how the superseded data were derived.
 RL1269
 RL1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS983607(NAD 83)
 RL1269_MARKER: DB = BENCH MARK DISK
 RL1269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1269_STAMPING: A 147 1948
 RL1269_MARK LOGO: CGS   
 RL1269_PROJECTION: PROJECTING 10 CENTIMETERS
 RL1269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1269+STABILITY: SURFACE MOTION
 RL1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1269+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL1269
 RL1269  HISTORY     - Date     Condition        Report By
 RL1269  HISTORY     - 1948     MONUMENTED       CGS
 RL1269  HISTORY     - 1985     GOOD             NGS
 RL1269  HISTORY     - 1987     GOOD             USPSQD
 RL1269  HISTORY     - 1989     GOOD             USPSQD
 RL1269  HISTORY     - 19950613 GOOD             USPSQD
 RL1269  HISTORY     - 20040802 GOOD             USPSQD
 RL1269
 RL1269                          STATION DESCRIPTION
 RL1269
 RL1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1269'AT MERRIWEATHER.
 RL1269'AT MERRIWEATHER, ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL1269'RAILWAY, ABOUT 0.9 MILE EAST OF THE CROSSING OF STATE HIGHWAY
 RL1269'64 AND THE RAILWAY, AT A ROAD CROSSING (LEADING SOUTH TO A GROUP
 RL1269'OF CAMPS ON THE NORTH SHORE OF LAKE GOGEBIC), 52 FEET SOUTHEAST
 RL1269'OF THE CENTER LINE OF THE CROSSING, 35 FEET SOUTH OF THE SOUTH
 RL1269'RAIL, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 36 FEET
 RL1269'NORTH OF THE NORTHWEST CORNER OF A SMALL CABIN, 11 FEET
 RL1269'NORTH-NORTHWEST OF A 9-INCH BIRCH TREE, 2 FEET WEST OF A WHITE
 RL1269'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 RL1269'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1269
 RL1269                          STATION RECOVERY (1985)
 RL1269
 RL1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1269'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  26.9 KM
 RL1269'(16.7 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL1269'HIGHWAY 2 IN WAKEFIELD, THENCE 0.9 KM (0.55 MI) EAST ALONG
 RL1269'OLD-M-28-BERGLAND ROAD, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A PAVED
 RL1269'ROAD, 11.9 M (39.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 11.0 M
 RL1269'(36.1 FT) NORTH OF THE NORTHWEST CORNER OF A SMALL CABIN, AND 10.7
 RL1269'(35.1 FT) SOUTH OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 RL1269'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 RL1269'THE MARK IS 0.3 M BELOW THE ROAD.
 RL1269
 RL1269                          STATION RECOVERY (1987)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1269'RECOVERED IN GOOD CONDITION.
 RL1269
 RL1269                          STATION RECOVERY (1989)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1269'RECOVERED IN GOOD CONDITION.
 RL1269
 RL1269                          STATION RECOVERY (1995)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1269'RECOVERED IN GOOD CONDITION.
 RL1269
 RL1269                          STATION RECOVERY (2004)
 RL1269
 RL1269'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0104 ***********************************************************************
 SG0104  DESIGNATION -  A 148
 SG0104  PID         -  SG0104
 SG0104  STATE/COUNTY-  MI/HOUGHTON
 SG0104  USGS QUAD   -  CHASSELL (1975)
 SG0104
 SG0104                         *CURRENT SURVEY CONTROL
 SG0104  ___________________________________________________________________
 SG0104* NAD 83(1986)-  47 01 32.     (N)    088 33 42.     (W)     SCALED    
 SG0104* NAVD 88     -       278.466  (meters)     913.60   (feet)  ADJUSTED  
 SG0104  ___________________________________________________________________
 SG0104  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 SG0104  DYNAMIC HT  -         278.491 (meters)     913.68  (feet)  COMP
 SG0104  MODELED GRAV-     980,695.8   (mgal)                       NAVD 88
 SG0104
 SG0104  VERT ORDER  -  SECOND    CLASS 0
 SG0104
 SG0104.The horizontal coordinates were scaled from a topographic map and have
 SG0104.an estimated accuracy of +/- 6 seconds.
 SG0104
 SG0104.The orthometric height was determined by differential leveling
 SG0104.and adjusted by the National Geodetic Survey in June 1991..
 SG0104
 SG0104.The geoid height was determined by GEOID03.
 SG0104
 SG0104.The dynamic height is computed by dividing the NAVD 88
 SG0104.geopotential number by the normal gravity value computed on the
 SG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0104.degrees latitude (g = 980.6199 gals.).
 SG0104
 SG0104.The modeled gravity was interpolated from observed gravity values.
 SG0104
 SG0104;                    North         East    Units  Estimated Accuracy
 SG0104;SPC MI N     -   250,390.    7,881,290.      MT  (+/- 180 meters Scaled)
 SG0104
 SG0104                          SUPERSEDED SURVEY CONTROL
 SG0104
 SG0104  NGVD 29 (??/??/92)  278.460  (m)          913.58   (f) ADJ UNCH    2 0
 SG0104
 SG0104.Superseded values are not recommended for survey control.
 SG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0104.See file dsdata.txt to determine how the superseded data were derived.
 SG0104
 SG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT813091(NAD 83)
 SG0104_MARKER: DB = BENCH MARK DISK
 SG0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0104_STAMPING: A 148 1948
 SG0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0104+STABILITY: SURFACE MOTION
 SG0104
 SG0104  HISTORY     - Date     Condition        Report By
 SG0104  HISTORY     - 1948     MONUMENTED       CGS
 SG0104  HISTORY     - 19960725 MARK NOT FOUND   NGS
 SG0104  HISTORY     - 20050712 MARK NOT FOUND   GEOCAC
 SG0104
 SG0104                          STATION DESCRIPTION
 SG0104
 SG0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0104'1.9 MI W FROM CHASSELL.
 SG0104'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 SG0104'AT CHASSELL, THENCE ABOUT 1.7 MILES WEST ALONG A BLACK TOP
 SG0104'ROAD, ABOUT 0.45 MILE WEST OF A CROSS ROAD, ABOUT 0.55 MILE
 SG0104'EAST OF A ROAD SOUTH, AT A DRIVE NORTH TO A HAY FIELD, 37 FEET
 SG0104'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH-NORTHEAST
 SG0104'OF THE CENTER OF THE JUNCTION, 18 FEET EAST OF THE CENTER
 SG0104'LINE OF THE DRIVE, 224 FEET WEST OF THE NORTH END OF AN 18-INCH
 SG0104'PIPE CULVERT, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST,
 SG0104'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 SG0104'PROJECTING 4 INCHES.
 SG0104
 SG0104                          STATION RECOVERY (1996)
 SG0104
 SG0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0104'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 SG0104'DESTROYED.
 SG0104
 SG0104                          STATION RECOVERY (2005)
 SG0104
 SG0104'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0104'FOUND TOP PARTS OF A CONCRETE POST (BROKEN) LAYING ON SURFACE NEAR A
 SG0104'POWER POLE IN THE VICINTY OF THE SCALED LOCATION. NO SURVEY DISK WAS
 SG0104'RECOVERED, ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0572 ***********************************************************************
 RL0572  DESIGNATION -  A 149
 RL0572  PID         -  RL0572
 RL0572  STATE/COUNTY-  MI/HOUGHTON
 RL0572  USGS QUAD   -  OTTER LAKE (1985)
 RL0572
 RL0572                         *CURRENT SURVEY CONTROL
 RL0572  ___________________________________________________________________
 RL0572* NAD 83(1986)-  46 53 34.     (N)    088 35 19.     (W)     SCALED    
 RL0572* NAVD 88     -       188.213  (meters)     617.50   (feet)  ADJUSTED  
 RL0572  ___________________________________________________________________
 RL0572  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 RL0572  DYNAMIC HT  -         188.225 (meters)     617.53  (feet)  COMP
 RL0572  MODELED GRAV-     980,679.0   (mgal)                       NAVD 88
 RL0572
 RL0572  VERT ORDER  -  SECOND    CLASS 0
 RL0572
 RL0572.The horizontal coordinates were scaled from a topographic map and have
 RL0572.an estimated accuracy of +/- 6 seconds.
 RL0572
 RL0572.The orthometric height was determined by differential leveling
 RL0572.and adjusted by the National Geodetic Survey in June 1991..
 RL0572
 RL0572.The geoid height was determined by GEOID03.
 RL0572
 RL0572.The dynamic height is computed by dividing the NAVD 88
 RL0572.geopotential number by the normal gravity value computed on the
 RL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0572.degrees latitude (g = 980.6199 gals.).
 RL0572
 RL0572.The modeled gravity was interpolated from observed gravity values.
 RL0572
 RL0572;                    North         East    Units  Estimated Accuracy
 RL0572;SPC MI N     -   235,670.    7,878,950.      MT  (+/- 180 meters Scaled)
 RL0572
 RL0572                          SUPERSEDED SURVEY CONTROL
 RL0572
 RL0572  NGVD 29 (??/??/92)  188.201  (m)          617.46   (f) ADJ UNCH    2 0
 RL0572
 RL0572.Superseded values are not recommended for survey control.
 RL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0572.See file dsdata.txt to determine how the superseded data were derived.
 RL0572
 RL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS789944(NAD 83)
 RL0572_MARKER: DB = BENCH MARK DISK
 RL0572_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0572_SP_SET: ABUTMENT
 RL0572_STAMPING: A 149 1948
 RL0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0572
 RL0572  HISTORY     - Date     Condition        Report By
 RL0572  HISTORY     - 1948     MONUMENTED       CGS
 RL0572
 RL0572                          STATION DESCRIPTION
 RL0572
 RL0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0572'4 MI SE FROM TAPIOLA.
 RL0572'2.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA
 RL0572'THENCE ABOUT 2.05 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.3
 RL0572'MILE SOUTHEAST OF A BRIDGE OVER OTTER RIVER, SET IN THE TOP
 RL0572'OF THE SOUTHWEST END OF THE NORTHWEST ABUTMENT OF A 40-FOOT
 RL0572'CONCRETE BRIDGE, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0572'ROAD, 1 FOOT SOUTHWEST OF THE CONCRETE HEAD WALL AND 1 FOOT
 RL0572'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0070 ***********************************************************************
 RM0070  DESIGNATION -  A 149 X
 RM0070  PID         -  RM0070
 RM0070  STATE/COUNTY-  MI/GOGEBIC
 RM0070  USGS QUAD   -  
 RM0070
 RM0070                         *CURRENT SURVEY CONTROL
 RM0070  ___________________________________________________________________
 RM0070* NAD 83(1986)-  46 39 31.     (N)    090 01 46.     (W)     SCALED    
 RM0070* NAVD 88     -       236.539  (meters)     776.04   (feet)  ADJUSTED  
 RM0070  ___________________________________________________________________
 RM0070  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0070  DYNAMIC HT  -         236.569 (meters)     776.14  (feet)  COMP
 RM0070  MODELED GRAV-     980,736.5   (mgal)                       NAVD 88
 RM0070
 RM0070  VERT ORDER  -  SECOND    CLASS 0
 RM0070
 RM0070.The horizontal coordinates were scaled from a topographic map and have
 RM0070.an estimated accuracy of +/- 6 seconds.
 RM0070
 RM0070.The orthometric height was determined by differential leveling
 RM0070.and adjusted by the National Geodetic Survey in June 1991..
 RM0070
 RM0070.The geoid height was determined by GEOID03.
 RM0070
 RM0070.The dynamic height is computed by dividing the NAVD 88
 RM0070.geopotential number by the normal gravity value computed on the
 RM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0070.degrees latitude (g = 980.6199 gals.).
 RM0070
 RM0070.The modeled gravity was interpolated from observed gravity values.
 RM0070
 RM0070;                    North         East    Units  Estimated Accuracy
 RM0070;SPC MI N     -   212,860.    7,768,200.      MT  (+/- 180 meters Scaled)
 RM0070
 RM0070                          SUPERSEDED SURVEY CONTROL
 RM0070
 RM0070  NGVD 29 (??/??/92)  236.576  (m)          776.17   (f) ADJ UNCH    2 0
 RM0070
 RM0070.Superseded values are not recommended for survey control.
 RM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0070.See file dsdata.txt to determine how the superseded data were derived.
 RM0070
 RM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM272715(NAD 83)
 RM0070_MARKER: DB = BENCH MARK DISK
 RM0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0070_SP_SET: BIRCH TREE
 RM0070_STAMPING: A 149 X 1948
 RM0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0070
 RM0070  HISTORY     - Date     Condition        Report By
 RM0070  HISTORY     - 1948     MONUMENTED       CGS
 RM0070  HISTORY     - 1950     MARK NOT FOUND   USGS
 RM0070  HISTORY     - 1976     MARK NOT FOUND   USGS
 RM0070
 RM0070                          STATION DESCRIPTION
 RM0070
 RM0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0070'13.8 MI NW FROM THOMASTON.
 RM0070'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM
 RM0070'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY IN
 RM0070'THOMASTON, THENCE ABOUT 2.1 MILES WEST ALONG A LOGGING GRAVEL ROAD,
 RM0070'THENCE ABOUT 0.55 MILE WEST ALONG A GRASS TRAIL, THENCE ABOUT
 RM0070'1.1 MILES SOUTHWEST AND WEST ALONG A DIM LOGGING TRAIL (NO TRAIL
 RM0070'TRAVEL), ABOUT 100 YARDS EAST OF THE SITE OF AN OLD LOGGING CAMP,
 RM0070'ABOUT 0.15 MILE NORTHEAST OF A FILL ACROSS TWO CREEKS, ABOUT 0.15
 RM0070'MILE WEST OF A FILL OVER A SMALL CREEK, 450 FEET SOUTHWEST OF A
 RM0070'FILL OVER A SMALL CREEK, 25 YARDS EAST OF A SMALL CREEK, SET
 RM0070'VERTICALLY IN THE SOUTHEAST FACE OF A 36-INCH BIRCH TREE WITH AN
 RM0070'8-INCH BIRCH GROWING ON SOUTH SIDE OF TREE, 110 FEET NORTHWEST
 RM0070'AND ACROSS THE TRAIL FROM A RAILROAD SPIKE IN THE CENTER OF A
 RM0070'TRIANGULAR BLAZE ON A 12-INCH BIRCH TREE, 37.7 FEET SOUTH OF A
 RM0070'RAILROAD SPIKE DRIVEN IN THE CENTER OF A TRIANGULAR BLAZE ON A
 RM0070'12-INCH BIRCH TREE, 75 FEET NORTH OF THE CENTER LINE OF THE TRAIL
 RM0070'AND ABOUT 3 1/2 FEET ABOVE THE GROUND.  NOTE-- TREE IN WHICH
 RM0070'TABLET IS SET MAY BE DOWN.
 RM0070
 RM0070                          STATION RECOVERY (1950)
 RM0070
 RM0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 RM0070'MARK NOT FOUND.
 RM0070
 RM0070                          STATION RECOVERY (1976)
 RM0070
 RM0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RM0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0242 ***********************************************************************
 PL0242  DESIGNATION -  A 15
 PL0242  PID         -  PL0242
 PL0242  STATE/COUNTY-  MI/OSCEOLA
 PL0242  USGS QUAD   -  
 PL0242
 PL0242                         *CURRENT SURVEY CONTROL
 PL0242  ___________________________________________________________________
 PL0242* NAD 83(1986)-  44 06 22.     (N)    085 27 29.     (W)     SCALED    
 PL0242* NAVD 88     -       371.826  (meters)    1219.90   (feet)  ADJUSTED  
 PL0242  ___________________________________________________________________
 PL0242  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 PL0242  DYNAMIC HT  -         371.769 (meters)    1219.71  (feet)  COMP
 PL0242  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PL0242
 PL0242  VERT ORDER  -  FIRST     CLASS II
 PL0242
 PL0242.The horizontal coordinates were scaled from a topographic map and have
 PL0242.an estimated accuracy of +/- 6 seconds.
 PL0242
 PL0242.The orthometric height was determined by differential leveling
 PL0242.and adjusted by the National Geodetic Survey in June 1991..
 PL0242
 PL0242.The geoid height was determined by GEOID03.
 PL0242
 PL0242.The dynamic height is computed by dividing the NAVD 88
 PL0242.geopotential number by the normal gravity value computed on the
 PL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0242.degrees latitude (g = 980.6199 gals.).
 PL0242
 PL0242.The modeled gravity was interpolated from observed gravity values.
 PL0242
 PL0242;                    North         East    Units  Estimated Accuracy
 PL0242;SPC MI C     -    88,310.    5,912,620.      MT  (+/- 180 meters Scaled)
 PL0242
 PL0242                          SUPERSEDED SURVEY CONTROL
 PL0242
 PL0242  NGVD 29 (??/??/92)  371.919  (m)         1220.20   (f) ADJ UNCH    1 2
 PL0242
 PL0242.Superseded values are not recommended for survey control.
 PL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0242.See file dsdata.txt to determine how the superseded data were derived.
 PL0242
 PL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP234848(NAD 83)
 PL0242_MARKER: P = PIPE CAP
 PL0242_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0242_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PL0242_STAMPING: ELEV 1220.204 FT A 15 1916
 PL0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0242+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0242
 PL0242  HISTORY     - Date     Condition        Report By
 PL0242  HISTORY     - 1916     MONUMENTED       CGS
 PL0242  HISTORY     - 1954     GOOD             NGS
 PL0242  HISTORY     - 19940903 GOOD             USPSQD
 PL0242  HISTORY     - 20010927 GOOD             USPSQD
 PL0242
 PL0242                          STATION DESCRIPTION
 PL0242
 PL0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PL0242'0.3 MI N FROM TUSTIN.
 PL0242'AT TUSTIN, 0.3 MILE NORTH OF THE PENNSYLVANIA RAILROAD
 PL0242'STATION, 1/8 MILE NORTH OF A CATTLE GUARD, 500 FEET NORTH OF
 PL0242'MILEPOST 320, 43.7 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 PL0242'AT THE WEST FENCE, AND 3 FEET LOWER THAN THE RAIL.  A STANDARD
 PL0242'CAP, STAMPED ELEV. 1220.204 FT. A 15 1916 AND FASTENED ON THE
 PL0242'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE GROUND.
 PL0242
 PL0242                          STATION RECOVERY (1994)
 PL0242
 PL0242'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0242'RECOVERED IN GOOD CONDITION.
 PL0242
 PL0242                          STATION RECOVERY (2001)
 PL0242
 PL0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0242'LOCATED BEHIND HOME OWNED BY DON DUNLAY AT 9230 NIELSON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0342 ***********************************************************************
 RK0342  DESIGNATION -  A 150
 RK0342  PID         -  RK0342
 RK0342  STATE/COUNTY-  MI/MARQUETTE
 RK0342  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0342
 RK0342                         *CURRENT SURVEY CONTROL
 RK0342  ___________________________________________________________________
 RK0342* NAD 83(1986)-  46 37 38.     (N)    087 42 41.     (W)     SCALED    
 RK0342* NAVD 88     -       429.903  (meters)    1410.44   (feet)  ADJUSTED  
 RK0342  ___________________________________________________________________
 RK0342  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 RK0342  DYNAMIC HT  -         429.935 (meters)    1410.55  (feet)  COMP
 RK0342  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 RK0342
 RK0342  VERT ORDER  -  SECOND    CLASS 0
 RK0342
 RK0342.The horizontal coordinates were scaled from a topographic map and have
 RK0342.an estimated accuracy of +/- 6 seconds.
 RK0342
 RK0342.The orthometric height was determined by differential leveling
 RK0342.and adjusted by the National Geodetic Survey in June 1991..
 RK0342
 RK0342.The geoid height was determined by GEOID03.
 RK0342
 RK0342.The dynamic height is computed by dividing the NAVD 88
 RK0342.geopotential number by the normal gravity value computed on the
 RK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0342.degrees latitude (g = 980.6199 gals.).
 RK0342
 RK0342.The modeled gravity was interpolated from observed gravity values.
 RK0342
 RK0342;                    North         East    Units  Estimated Accuracy
 RK0342;SPC MI N     -   205,180.    7,945,530.      MT  (+/- 180 meters Scaled)
 RK0342
 RK0342                          SUPERSEDED SURVEY CONTROL
 RK0342
 RK0342  NGVD 29 (??/??/92)  429.858  (m)         1410.29   (f) ADJ UNCH    2 0
 RK0342
 RK0342.Superseded values are not recommended for survey control.
 RK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0342.See file dsdata.txt to determine how the superseded data were derived.
 RK0342
 RK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS455639(NAD 83)
 RK0342_MARKER: DB = BENCH MARK DISK
 RK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0342_STAMPING: A 150 1948
 RK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0342+STABILITY: SURFACE MOTION
 RK0342
 RK0342  HISTORY     - Date     Condition        Report By
 RK0342  HISTORY     - 1948     MONUMENTED       CGS
 RK0342  HISTORY     - 1985     GOOD             NGS
 RK0342
 RK0342                          STATION DESCRIPTION
 RK0342
 RK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0342'22.7 MI NW FROM MARQUETTE.
 RK0342'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0342'IN MARQUETTE, THENCE 11.65 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0342'35, THENCE 5.0 MILES SOUTHWEST ALONG A SAND ROAD, 0.1 MILE
 RK0342'EAST OF THE JUNCTION WITH A DIM ROAD SOUTHWEST, 27 FEET
 RK0342'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST
 RK0342'OF A 10-INCH TRIANGULAR BLAZED PINE TREE, 6 FEET NORTHWEST
 RK0342'OF AN 8-INCH TRIANGULAR BLAZED PINE TREE, 2 FEET SOUTHEAST
 RK0342'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RK0342'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RK0342
 RK0342                          STATION RECOVERY (1985)
 RK0342
 RK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0590 ***********************************************************************
 RL0590  DESIGNATION -  A 151
 RL0590  PID         -  RL0590
 RL0590  STATE/COUNTY-  MI/BARAGA
 RL0590  USGS QUAD   -  PELKIE (1985)
 RL0590
 RL0590                         *CURRENT SURVEY CONTROL
 RL0590  ___________________________________________________________________
 RL0590* NAD 83(1986)-  46 45 51.     (N)    088 39 24.     (W)     SCALED    
 RL0590* NAVD 88     -       225.675  (meters)     740.40   (feet)  ADJUSTED  
 RL0590  ___________________________________________________________________
 RL0590  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 RL0590  DYNAMIC HT  -         225.690 (meters)     740.45  (feet)  COMP
 RL0590  MODELED GRAV-     980,674.5   (mgal)                       NAVD 88
 RL0590
 RL0590  VERT ORDER  -  SECOND    CLASS 0
 RL0590
 RL0590.The horizontal coordinates were scaled from a topographic map and have
 RL0590.an estimated accuracy of +/- 6 seconds.
 RL0590
 RL0590.The orthometric height was determined by differential leveling
 RL0590.and adjusted by the National Geodetic Survey in June 1991..
 RL0590
 RL0590.The geoid height was determined by GEOID03.
 RL0590
 RL0590.The dynamic height is computed by dividing the NAVD 88
 RL0590.geopotential number by the normal gravity value computed on the
 RL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0590.degrees latitude (g = 980.6199 gals.).
 RL0590
 RL0590.The modeled gravity was interpolated from observed gravity values.
 RL0590
 RL0590;                    North         East    Units  Estimated Accuracy
 RL0590;SPC MI N     -   221,480.    7,873,460.      MT  (+/- 180 meters Scaled)
 RL0590
 RL0590                          SUPERSEDED SURVEY CONTROL
 RL0590
 RL0590  NGVD 29 (??/??/92)  225.662  (m)          740.36   (f) ADJ UNCH    2 0
 RL0590
 RL0590.Superseded values are not recommended for survey control.
 RL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0590.See file dsdata.txt to determine how the superseded data were derived.
 RL0590
 RL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS734802(NAD 83)
 RL0590_MARKER: DB = BENCH MARK DISK
 RL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0590_STAMPING: A 151 1948
 RL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0590+STABILITY: SURFACE MOTION
 RL0590_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0590+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 RL0590
 RL0590  HISTORY     - Date     Condition        Report By
 RL0590  HISTORY     - 1948     MONUMENTED       CGS
 RL0590  HISTORY     - 1981     GOOD             MIDH
 RL0590  HISTORY     - 20040429 GOOD             GEOCAC
 RL0590
 RL0590                          STATION DESCRIPTION
 RL0590
 RL0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0590'4.8 MI E FROM ALSTON.
 RL0590'4.85 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT
 RL0590'ALSTON, AT A CROSS ROAD, ABOUT 0.3 MILE WEST OF THE EAST
 RL0590'BOUNDARY OF OTTOWA NATIONAL FOREST, 50 FEET SOUTH-SOUTHEAST OF
 RL0590'THE CENTER OF THE INTERSECTION, 41 FEET WEST OF THE WEST ONE
 RL0590'OF TWO TELEPHONE POLES, 17 FEET WEST OF A TRIANGULAR BLAZED
 RL0590'8-INCH ASPEN TREE, 23 FEET SOUTH-SOUTHEAST OF THE EAST END OF
 RL0590'A 16-INCH PIPE CULVERT UNDER ROAD SOUTH, 22 FEET EAST OF THE
 RL0590'CENTER LINE OF THE ROAD SOUTH, 39 FEET SOUTH OF THE CENTER LINE
 RL0590'OF THE HIGHWAY, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RL0590'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0590'PROJECTING 5 INCHES.
 RL0590
 RL0590                          STATION RECOVERY (1981)
 RL0590
 RL0590'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0590'4.85 MILES EAST ALONG STATE HIGHWAY M-3, FROM THE SCHOOL AT ALSTON
 RL0590'THENCE SOUTH ON GRAVEL ROAD FOR 0.10 MILES TO FOREST HUNTERS TRAIL
 RL0590'AND THE MARK ON THE LEFT. 25.5 FEET EAST OF THE NORTH -SOUTH GRAVEL
 RL0590'ROAD, 23 FEET SOUTH - SOUTHEAST OF THE EAST END OF A 16 INCH PIPE
 RL0590'CULVERT UNDER WOODS TRAIL (OLD M-35) , 39 FEET SOUTH OF THE PROLONGED
 RL0590'CENTERLINE OF THE WOODS TRAIL, 2 FEET WEST OF A METAL WITNESS POST,
 RL0590'ABOUT 1 FOOT ABOVE THE NORTH - SOUTH ROAD AND SET IN THE TOP OF A
 RL0590'CONCRETE POST PROJECTING 4 INCHES.
 RL0590
 RL0590                          STATION RECOVERY (2004)
 RL0590
 RL0590'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0590'NAD 83(1986)-  46 45 50.8 (N) -  088 39 25.6 (W)  HANDHELD DGPS
 RL0590' 
 RL0590'NOTE - HWY 35 WAS ABANDONED, EXISTING ROAD IS HWY M-38 AND FOLLOWS A
 RL0590'DIFFERENT ALIGNMENT.
 RL0590' 
 RL0590'4.8 MI E FROM ALSTON.
 RL0590'4.8 MILES EAST ALONG STATE HIGHWAY M-38 FROM THE JUNCTION WITH SOUTH
 RL0590'LAIRD ROAD AT ALSTON TO A CROSS ROAD, THENCE SOUTH (LEFT) ON GRAVEL
 RL0590'ROAD 0.10 MILES TO THE OLD HWY 35 GRADE AND THE MARK ON THE LEFT. IT
 RL0590'IS 25 FEET EAST OF THE N-S GRAVEL ROAD, 2 FEET WEST OF A METAL WITNESS
 RL0590'POST, ABOUT 1 FOOT ABOVE THE ROAD, PROJECTING 4 INCHES ABOVE GROUND.
 RL0590' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0619 ***********************************************************************
 RL0619  DESIGNATION -  A 152
 RL0619  PID         -  RL0619
 RL0619  STATE/COUNTY-  MI/HOUGHTON
 RL0619  USGS QUAD   -  
 RL0619
 RL0619                         *CURRENT SURVEY CONTROL
 RL0619  ___________________________________________________________________
 RL0619* NAD 83(1986)-  46 47 38.     (N)    088 47 40.     (W)     SCALED    
 RL0619* NAVD 88     -       307.995  (meters)    1010.48   (feet)  ADJUSTED  
 RL0619  ___________________________________________________________________
 RL0619  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 RL0619  DYNAMIC HT  -         308.012 (meters)    1010.54  (feet)  COMP
 RL0619  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 RL0619
 RL0619  VERT ORDER  -  SECOND    CLASS 0
 RL0619
 RL0619.The horizontal coordinates were scaled from a topographic map and have
 RL0619.an estimated accuracy of +/- 6 seconds.
 RL0619
 RL0619.The orthometric height was determined by differential leveling
 RL0619.and adjusted by the National Geodetic Survey in June 1991..
 RL0619
 RL0619.The geoid height was determined by GEOID03.
 RL0619
 RL0619.The dynamic height is computed by dividing the NAVD 88
 RL0619.geopotential number by the normal gravity value computed on the
 RL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0619.degrees latitude (g = 980.6199 gals.).
 RL0619
 RL0619.The modeled gravity was interpolated from observed gravity values.
 RL0619
 RL0619;                    North         East    Units  Estimated Accuracy
 RL0619;SPC MI N     -   225,020.    7,863,020.      MT  (+/- 180 meters Scaled)
 RL0619
 RL0619                          SUPERSEDED SURVEY CONTROL
 RL0619
 RL0619  NGVD 29 (??/??/92)  307.978  (m)         1010.42   (f) ADJ UNCH    2 0
 RL0619
 RL0619.Superseded values are not recommended for survey control.
 RL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0619.See file dsdata.txt to determine how the superseded data were derived.
 RL0619
 RL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS630838(NAD 83)
 RL0619_MARKER: DB = BENCH MARK DISK
 RL0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0619_STAMPING: A 152 1948
 RL0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0619+STABILITY: SURFACE MOTION
 RL0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0619+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 RL0619
 RL0619  HISTORY     - Date     Condition        Report By
 RL0619  HISTORY     - 1948     MONUMENTED       CGS
 RL0619  HISTORY     - 20041102 GOOD             GEOCAC
 RL0619
 RL0619                          STATION DESCRIPTION
 RL0619
 RL0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0619'2.4 MI NW FROM NISULA.
 RL0619'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0619'CEMETERY, THENCE ABOUT 2.0 MILES NORTH ALONG THE WINONA ROAD,
 RL0619'ABOUT 0.35 MILE SOUTH OF A BRIDGE OVER THE WEST BRANCH OF OTTER
 RL0619'RIVER, AT THE JUNCTION OF A ROAD EAST AND AT A HOUSE ON WEST
 RL0619'SIDE OF THE ROAD, 48 FEET WEST-NORTHWEST OF THE CENTER OF THE
 RL0619'JUNCTION, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 RL0619'SOUTH OF THE SOUTHEAST CORNER OF A GARAGE, 4 FEET EAST OF A
 RL0619'FENCE LINE, 5 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF
 RL0619'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 RL0619'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0619
 RL0619                          STATION RECOVERY (2004)
 RL0619
 RL0619'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0619'NAD 83(1986)-  46 47 38.0 (N) -  088 47 40.5 (W) HANDHELD GPS
 RL0619' 
 RL0619'ALONG PIKE LAKE ROAD, AT THE 'T' JUNCTION WITH NORTH LAIRD ROAD EAST.
 RL0619'41 FEET WEST OF THE CENTER LINE OF PIKE LAKE ROAD, 35 FT NORTH OF THE
 RL0619'C/L OF DRIVE WEST TO NO. 25993, 25 FT NORTH OF (PROJECTED WEST) C/L OF
 RL0619'ROAD EAST, 10.5 FT SOUTH OF POWER POLE 5135-19L25, 10.5 FT NW OF A
 RL0619'TELEPHONE CABLE JUNCTION BOX AND 6.5 FT NNW OF THE ANCHOR CABLE FOR
 RL0619'POLE AND 1 FOOT SOUTH OF A OLD WOODEN WITNESS POST IN POOR CONDITION.
 RL0619' 
 RL0619'NOTE - THE HOUSE IS STILL THERE BUT NO GARAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0495 ***********************************************************************
 RL0495  DESIGNATION -  A 153
 RL0495  PID         -  RL0495
 RL0495  STATE/COUNTY-  MI/HOUGHTON
 RL0495  USGS QUAD   -  DONKEN (1982)
 RL0495
 RL0495                         *CURRENT SURVEY CONTROL
 RL0495  ___________________________________________________________________
 RL0495* NAD 83(1986)-  46 56 41.     (N)    088 47 21.     (W)     SCALED    
 RL0495* NAVD 88     -       406.663  (meters)    1334.19   (feet)  ADJUSTED  
 RL0495  ___________________________________________________________________
 RL0495  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 RL0495  DYNAMIC HT  -         406.707 (meters)    1334.34  (feet)  COMP
 RL0495  MODELED GRAV-     980,710.2   (mgal)                       NAVD 88
 RL0495
 RL0495  VERT ORDER  -  FIRST     CLASS II
 RL0495
 RL0495.The horizontal coordinates were scaled from a topographic map and have
 RL0495.an estimated accuracy of +/- 6 seconds.
 RL0495
 RL0495.The orthometric height was determined by differential leveling
 RL0495.and adjusted by the National Geodetic Survey in June 1991..
 RL0495
 RL0495.The geoid height was determined by GEOID03.
 RL0495
 RL0495.The dynamic height is computed by dividing the NAVD 88
 RL0495.geopotential number by the normal gravity value computed on the
 RL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0495.degrees latitude (g = 980.6199 gals.).
 RL0495
 RL0495.The modeled gravity was interpolated from observed gravity values.
 RL0495
 RL0495;                    North         East    Units  Estimated Accuracy
 RL0495;SPC MI N     -   241,770.    7,863,800.      MT  (+/- 180 meters Scaled)
 RL0495
 RL0495                          SUPERSEDED SURVEY CONTROL
 RL0495
 RL0495  NGVD 29 (??/??/92)  406.653  (m)         1334.16   (f) ADJ UNCH    1 2
 RL0495
 RL0495.Superseded values are not recommended for survey control.
 RL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0495.See file dsdata.txt to determine how the superseded data were derived.
 RL0495
 RL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT638005(NAD 83)
 RL0495_MARKER: DB = BENCH MARK DISK
 RL0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0495_STAMPING: A 153 1948
 RL0495_MARK LOGO: CGS   
 RL0495_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0495+STABILITY: SURFACE MOTION
 RL0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0495+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 RL0495
 RL0495  HISTORY     - Date     Condition        Report By
 RL0495  HISTORY     - 1948     MONUMENTED       CGS
 RL0495  HISTORY     - 19960710 GOOD             MIDT
 RL0495
 RL0495                          STATION DESCRIPTION
 RL0495
 RL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0495'4.2 MI SW FROM TOIVOLA.
 RL0495'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE POST OFFICE
 RL0495'AT TOIVOLA, ABOUT 0.25 MILE NORTHEAST OF THE CHURCH AND ROAD
 RL0495'JUNCTION AT DONKEN, AT A ROAD SOUTHEAST TO AN IMITATION BRICK
 RL0495'HOUSE, 79 FEET SOUTH OF THE CENTER OF THE JUNCTION, 42 FEET
 RL0495'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET NORTH
 RL0495'OF A HIGHWAY R/W MARKER POST, 8 FEET NORTHWEST OF A TELEPHONE
 RL0495'POLE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0495'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0495'PROJECTING 4 INCHES.
 RL0495
 RL0495                          STATION RECOVERY (1996)
 RL0495
 RL0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0495'STATION IS LOCATED ABOUT 6.7 KM (4.15 MI) SOUTHWEST ALONG STATE
 RL0495'HIGHWAY M-26 FROM TOIVOLA.  TO REACH FROM THE POST OFFICE IN TOIVOLA
 RL0495'GO SOUTHWEST ALONG M-26 6.709 KM (4.15 MI) TO THE MARK ON THE LEFT.
 RL0495'STATION IS 20.1 M (65.9 FT) SOUTHWEST FROM THE CENTERLINE OF A
 RL0495'DRIVEWAY, 13.0 M (42.7 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 RL0495'HIGHWAY, 3.8 M (12.5 FT) NORTHWEST FROM A SUBSURFACE TELEPHONE CABLE
 RL0495'JUNCTION BOX, 1.1 M (3.6 FT) SOUTHWEST FROM A 5 CM SPRUCE TREE, 1.0 M
 RL0495'(3.3 FT) SOUTHEAST OF THE TOP OF THE BACK SLOPE, 0.33 M (1.08 FT)
 RL0495'SOUTH OF A CARSONITE WITNESS POST, ABOUT 0.02M ABOVE THE LEVEL OF THE
 RL0495'GROUND AND ABOUT 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0677 ***********************************************************************
 RL0677  DESIGNATION -  A 154
 RL0677  PID         -  RL0677
 RL0677  STATE/COUNTY-  MI/HOUGHTON
 RL0677  USGS QUAD   -  
 RL0677
 RL0677                         *CURRENT SURVEY CONTROL
 RL0677  ___________________________________________________________________
 RL0677* NAD 83(1986)-  46 40 46.     (N)    088 50 58.     (W)     SCALED    
 RL0677* NAVD 88     -       363.655  (meters)    1193.09   (feet)  ADJUSTED  
 RL0677  ___________________________________________________________________
 RL0677  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 RL0677  DYNAMIC HT  -         363.673 (meters)    1193.15  (feet)  COMP
 RL0677  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 RL0677
 RL0677  VERT ORDER  -  SECOND    CLASS 0
 RL0677
 RL0677.The horizontal coordinates were scaled from a topographic map and have
 RL0677.an estimated accuracy of +/- 6 seconds.
 RL0677
 RL0677.The orthometric height was determined by differential leveling
 RL0677.and adjusted by the National Geodetic Survey in June 1991..
 RL0677
 RL0677.The geoid height was determined by GEOID03.
 RL0677
 RL0677.The dynamic height is computed by dividing the NAVD 88
 RL0677.geopotential number by the normal gravity value computed on the
 RL0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0677.degrees latitude (g = 980.6199 gals.).
 RL0677
 RL0677.The modeled gravity was interpolated from observed gravity values.
 RL0677
 RL0677;                    North         East    Units  Estimated Accuracy
 RL0677;SPC MI N     -   212,400.    7,858,520.      MT  (+/- 180 meters Scaled)
 RL0677
 RL0677                          SUPERSEDED SURVEY CONTROL
 RL0677
 RL0677  NGVD 29 (??/??/92)  363.644  (m)         1193.06   (f) ADJ UNCH    2 0
 RL0677
 RL0677.Superseded values are not recommended for survey control.
 RL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0677.See file dsdata.txt to determine how the superseded data were derived.
 RL0677
 RL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS585712(NAD 83)
 RL0677_MARKER: DB = BENCH MARK DISK
 RL0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0677_STAMPING: A 154 1948
 RL0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0677+STABILITY: SURFACE MOTION
 RL0677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0677+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2004
 RL0677
 RL0677  HISTORY     - Date     Condition        Report By
 RL0677  HISTORY     - 1948     MONUMENTED       CGS
 RL0677  HISTORY     - 20040524 GOOD             GEOCAC
 RL0677
 RL0677                          STATION DESCRIPTION
 RL0677
 RL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0677'5.4 MI E FROM PORI.
 RL0677'5.4 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0677'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT PORI, ABOUT
 RL0677'0.3 MILE NORTHWEST OF A 25-FOOT WOODEN BRIDGE, ABOUT 0.25 MILE
 RL0677'EAST OF A ROAD SOUTH TO KENTON, AT A CURVE IN THE ROAD WITH
 RL0677'TANGENTS SOUTHEAST AND WEST AND A DIM ROAD EAST, 153 FEET WEST
 RL0677'OF THE CENTER LINE OF A DIM ROAD NORTH OFF DIM ROAD EAST, 67 FEET
 RL0677'NORTHEAST OF THE CENTER OF THE JUNCTION, 29 FEET NORTH OF THE
 RL0677'CENTER LINE OF THE ROAD EAST, 6 FEET WEST OF A TWIN TRIANGULAR
 RL0677'BLAZED 22-INCH MAPLE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 RL0677'WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0677'CONCRETE POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM
 RL0677'THE SCHOOL AT ALSTON, HOUGHTON COUNTY BY GOING 0.05 MILE WEST
 RL0677'ALONG STATE HIGHWAY 35, THENCE ABOUT 5.95 MILES SOUTH ALONG
 RL0677'A GRAVEL ROAD, THENCE ABOUT 4.35 MILES WEST ALONG A ROAD TO
 RL0677'PORI.
 RL0677
 RL0677                          STATION RECOVERY (2004)
 RL0677
 RL0677'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0677'NAD 83 -  46 40 45.2 (N) -  088 50 58.6 (W)  HANDHELD DGPS
 RL0677' 
 RL0677'IT IS 2 FT N-NW OF THE MWP+SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0329 ***********************************************************************
 RK0329  DESIGNATION -  A 155
 RK0329  PID         -  RK0329
 RK0329  STATE/COUNTY-  MI/MARQUETTE
 RK0329  USGS QUAD   -  DIORITE (1975)
 RK0329
 RK0329                         *CURRENT SURVEY CONTROL
 RK0329  ___________________________________________________________________
 RK0329* NAD 83(1986)-  46 34 05.     (N)    087 45 00.     (W)     SCALED    
 RK0329* NAVD 88     -       428.329  (meters)    1405.28   (feet)  ADJUSTED  
 RK0329  ___________________________________________________________________
 RK0329  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 RK0329  DYNAMIC HT  -         428.351 (meters)    1405.35  (feet)  COMP
 RK0329  MODELED GRAV-     980,652.1   (mgal)                       NAVD 88
 RK0329
 RK0329  VERT ORDER  -  SECOND    CLASS 0
 RK0329
 RK0329.The horizontal coordinates were scaled from a topographic map and have
 RK0329.an estimated accuracy of +/- 6 seconds.
 RK0329
 RK0329.The orthometric height was determined by differential leveling
 RK0329.and adjusted by the National Geodetic Survey in June 1991..
 RK0329
 RK0329.The geoid height was determined by GEOID03.
 RK0329
 RK0329.The dynamic height is computed by dividing the NAVD 88
 RK0329.geopotential number by the normal gravity value computed on the
 RK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0329.degrees latitude (g = 980.6199 gals.).
 RK0329
 RK0329.The modeled gravity was interpolated from observed gravity values.
 RK0329
 RK0329;                    North         East    Units  Estimated Accuracy
 RK0329;SPC MI N     -   198,640.    7,942,510.      MT  (+/- 180 meters Scaled)
 RK0329
 RK0329                          SUPERSEDED SURVEY CONTROL
 RK0329
 RK0329  NGVD 29 (??/??/92)  428.276  (m)         1405.10   (f) ADJ UNCH    2 0
 RK0329
 RK0329.Superseded values are not recommended for survey control.
 RK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0329.See file dsdata.txt to determine how the superseded data were derived.
 RK0329
 RK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS425574(NAD 83)
 RK0329_MARKER: DB = BENCH MARK DISK
 RK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0329_STAMPING: A 155 1948
 RK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0329+STABILITY: SURFACE MOTION
 RK0329
 RK0329  HISTORY     - Date     Condition        Report By
 RK0329  HISTORY     - 1948     MONUMENTED       CGS
 RK0329  HISTORY     - 1985     GOOD             NGS
 RK0329
 RK0329                          STATION DESCRIPTION
 RK0329
 RK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0329'11.9 MI NW FROM ISHPEMING.
 RK0329'4.2 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 RK0329'NORTH SECOND STREET IN ISHPEMING, THENCE 1.8 MILES NORTHWEST
 RK0329'AND NORTH ALONG OLD HIGHWAY 41 THENCE 4.55 MILES NORTH ALONG
 RK0329'A GRAVEL ROAD, THENCE 1.35 MILES NORTHEAST ALONG A VERY DIM
 RK0329'TRAIL, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A DIM ROAD EAST,
 RK0329'IN A SMALL CLEARING, ABOUT 300 FEET NORTH OF THE BOTTOM OF A
 RK0329'SHORT STEEP GRADE, 25 FEET NORTH OF A LARGE ROTTEN STUMP, 20
 RK0329'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE
 RK0329'WOODEN WITNESS POST ABOUT LEVEL WITH THE ROAD AND IN THE TOP
 RK0329'OF A CONCRETE POST PROJECTING 5 INCHES.  THIS MARK CAN ALSO
 RK0329'BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND NORTH
 RK0329'SECOND STREET IN ISHPEMING BY GOING NORTH ON SECOND STREET
 RK0329'EXTENSION ABOUT 9.6 MILES TO THE JUNCTION WITH A DIM ROAD
 RK0329'SOUTHWEST, THENCE SOUTHWEST 1.05 MILES TO THE SITE OF THE MARK.
 RK0329
 RK0329                          STATION RECOVERY (1985)
 RK0329
 RK0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0291 ***********************************************************************
 RK0291  DESIGNATION -  A 156
 RK0291  PID         -  RK0291
 RK0291  STATE/COUNTY-  MI/MARQUETTE
 RK0291  USGS QUAD   -  NEGAUNEE (1975)
 RK0291
 RK0291                         *CURRENT SURVEY CONTROL
 RK0291  ___________________________________________________________________
 RK0291* NAD 83(1986)-  46 32 14.     (N)    087 32 02.     (W)     SCALED    
 RK0291* NAVD 88     -       422.990  (meters)    1387.76   (feet)  ADJUSTED  
 RK0291  ___________________________________________________________________
 RK0291  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 RK0291  DYNAMIC HT  -         423.018 (meters)    1387.85  (feet)  COMP
 RK0291  MODELED GRAV-     980,668.9   (mgal)                       NAVD 88
 RK0291
 RK0291  VERT ORDER  -  FIRST     CLASS II
 RK0291
 RK0291.The horizontal coordinates were scaled from a topographic map and have
 RK0291.an estimated accuracy of +/- 6 seconds.
 RK0291
 RK0291.The orthometric height was determined by differential leveling
 RK0291.and adjusted by the National Geodetic Survey in June 1991..
 RK0291
 RK0291.The geoid height was determined by GEOID03.
 RK0291
 RK0291.The dynamic height is computed by dividing the NAVD 88
 RK0291.geopotential number by the normal gravity value computed on the
 RK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0291.degrees latitude (g = 980.6199 gals.).
 RK0291
 RK0291.The modeled gravity was interpolated from observed gravity values.
 RK0291
 RK0291;                    North         East    Units  Estimated Accuracy
 RK0291;SPC MI N     -   195,070.    7,959,050.      MT  (+/- 180 meters Scaled)
 RK0291
 RK0291                          SUPERSEDED SURVEY CONTROL
 RK0291
 RK0291  NGVD 29 (??/??/92)  422.935  (m)         1387.58   (f) ADJ UNCH    1 2
 RK0291
 RK0291.Superseded values are not recommended for survey control.
 RK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0291.See file dsdata.txt to determine how the superseded data were derived.
 RK0291
 RK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS590538(NAD 83)
 RK0291_MARKER: DB = BENCH MARK DISK
 RK0291_SETTING: 66 = SET IN ROCK OUTCROP
 RK0291_SP_SET: ROCK OUTCROP
 RK0291_STAMPING: A 156 1948
 RK0291_MARK LOGO: CGS   
 RK0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0291+STABILITY: POSITION/ELEVATION WELL
 RK0291
 RK0291  HISTORY     - Date     Condition        Report By
 RK0291  HISTORY     - 1948     MONUMENTED       CGS
 RK0291  HISTORY     - 1985     GOOD             NGS
 RK0291
 RK0291                          STATION DESCRIPTION
 RK0291
 RK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0291'7.2 MI W FROM MARQUETTE.
 RK0291'7.15 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0291'MARQUETTE, 1.1 MILES WEST OF THE JUNCTION OF STATE HIGHWAY 35,
 RK0291'SET IN THE TOP OF THE NORTHEAST END OF A LARGE ROCK OUTCROP
 RK0291'AT A ONE STORY WHITE HOUSE, 32 FEET NORTHWEST OF THE CENTER
 RK0291'LINE OF THE HIGHWAY, 51 FEET WEST OF THE NORTHWEST END OF A
 RK0291'PIPE CULVERT WITH STONE HEAD WALLS, 85 FEET NORTHEAST OF THE
 RK0291'CENTER LINE OF A DRIVE TO THE WHITE HOUSE, 5 FEET SOUTHWEST
 RK0291'OF THE EXTENDED CENTER LINE OF A DRIVE WAY SOUTHEAST TO A TAR
 RK0291'PAPER HOUSE, ABOUT LEVEL WITH THE HIGHWAY.
 RK0291
 RK0291                          STATION RECOVERY (1985)
 RK0291
 RK0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0269 ***********************************************************************
 RK0269  DESIGNATION -  A 157
 RK0269  PID         -  RK0269
 RK0269  STATE/COUNTY-  MI/MARQUETTE
 RK0269  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0269
 RK0269                         *CURRENT SURVEY CONTROL
 RK0269  ___________________________________________________________________
 RK0269* NAD 83(1986)-  46 44 34.     (N)    087 43 49.     (W)     SCALED    
 RK0269* NAVD 88     -       295.187  (meters)     968.46   (feet)  ADJUSTED  
 RK0269  ___________________________________________________________________
 RK0269  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 RK0269  DYNAMIC HT  -         295.208 (meters)     968.53  (feet)  COMP
 RK0269  MODELED GRAV-     980,679.6   (mgal)                       NAVD 88
 RK0269
 RK0269  VERT ORDER  -  SECOND    CLASS 0
 RK0269
 RK0269.The horizontal coordinates were scaled from a topographic map and have
 RK0269.an estimated accuracy of +/- 6 seconds.
 RK0269
 RK0269.The orthometric height was determined by differential leveling
 RK0269.and adjusted by the National Geodetic Survey in June 1991..
 RK0269
 RK0269.The geoid height was determined by GEOID03.
 RK0269
 RK0269.The dynamic height is computed by dividing the NAVD 88
 RK0269.geopotential number by the normal gravity value computed on the
 RK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0269.degrees latitude (g = 980.6199 gals.).
 RK0269
 RK0269.The modeled gravity was interpolated from observed gravity values.
 RK0269
 RK0269;                    North         East    Units  Estimated Accuracy
 RK0269;SPC MI N     -   218,040.    7,944,200.      MT  (+/- 180 meters Scaled)
 RK0269
 RK0269                          SUPERSEDED SURVEY CONTROL
 RK0269
 RK0269  NGVD 29 (??/??/92)  295.141  (m)          968.31   (f) ADJ UNCH    2 0
 RK0269
 RK0269.Superseded values are not recommended for survey control.
 RK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0269.See file dsdata.txt to determine how the superseded data were derived.
 RK0269
 RK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS442768(NAD 83)
 RK0269_MARKER: DB = BENCH MARK DISK
 RK0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0269_STAMPING: A 157 1948
 RK0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0269+STABILITY: SURFACE MOTION
 RK0269
 RK0269  HISTORY     - Date     Condition        Report By
 RK0269  HISTORY     - 1948     MONUMENTED       CGS
 RK0269  HISTORY     - 1952     POOR             USGS
 RK0269
 RK0269                          STATION DESCRIPTION
 RK0269
 RK0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0269'7.4 MI S FROM BIG BAY.
 RK0269'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM POWELL SCHOOL IN
 RK0269'BIG BAY, THENCE 2.75 MILES SOUTHWEST ALONG COUNTY ROAD 510,
 RK0269'THENCE 2.6 MILES SOUTHEAST ALONG STATE HIGHWAY 35, 0.1 MILE
 RK0269'NORTH OF THE BRIDGE OVER LOST CREEK, IN THE NORTHEAST CORNER
 RK0269'OF THE INTERSECTION WITH A ROAD EAST, 38 FEET EAST OF THE CENTER
 RK0269'LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER LINE OF THE
 RK0269'ROAD EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RK0269'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A
 RK0269'CONCRETE POST PROJECTING 6-INCHES.  NOTE-- THE USGS REPORT OF
 RK0269'AUGUST 1952 STATES THAT THE BENCH MARK HAD BEEN BROKEN BY A
 RK0269'ROAD GRADER.  THE TOP 18 INCHES WAS LEANING 45 DEGREES.  THE
 RK0269'GROOVES WERE FITTED TOGETHER AND THE DIRT TAMPED AROUND THE
 RK0269'MARK.  IT IS SATISFACTORY FOR PLANE TABLE SURVEYS, BUT DOUBTFUL
 RK0269'FOR PRECISE LEVELS.
 RK0269
 RK0269                          STATION RECOVERY (1952)
 RK0269
 RK0269'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 RK0269'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0009 ***********************************************************************
 NG0009  DESIGNATION -  A 158
 NG0009  PID         -  NG0009
 NG0009  STATE/COUNTY-  MI/ALLEGAN
 NG0009  USGS QUAD   -  HAMILTON WEST (1981)
 NG0009
 NG0009                         *CURRENT SURVEY CONTROL
 NG0009  ___________________________________________________________________
 NG0009* NAD 83(1994)-  42 43 45.21533(N)    086 05 19.28236(W)     ADJUSTED  
 NG0009* NAVD 88     -       207.986  (meters)     682.37   (feet)  ADJUSTED  
 NG0009  ___________________________________________________________________
 NG0009  X           -     320,088.937 (meters)                     COMP
 NG0009  Y           -  -4,681,614.488 (meters)                     COMP
 NG0009  Z           -   4,305,572.545 (meters)                     COMP
 NG0009  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 NG0009  ELLIP HEIGHT-         174.62  (meters)          (07/17/02) GPS OBS
 NG0009  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NG0009  DYNAMIC HT  -         207.933 (meters)     682.19  (feet)  COMP
 NG0009  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 NG0009
 NG0009  HORZ ORDER  -  FIRST
 NG0009  VERT ORDER  -  FIRST     CLASS II
 NG0009  ELLP ORDER  -  FOURTH    CLASS I
 NG0009
 NG0009.The horizontal coordinates were established by GPS observations
 NG0009.and adjusted by the National Geodetic Survey in May 2000..
 NG0009
 NG0009.The orthometric height was determined by differential leveling
 NG0009.and adjusted by the National Geodetic Survey in June 1991..
 NG0009.WARNING-Repeat measurements at this control monument indicate possible
 NG0009.vertical movement.
 NG0009
 NG0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0009
 NG0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0009
 NG0009.The ellipsoidal height was determined by GPS observations
 NG0009.and is referenced to NAD 83.
 NG0009
 NG0009.The geoid height was determined by GEOID03.
 NG0009
 NG0009.The dynamic height is computed by dividing the NAVD 88
 NG0009.geopotential number by the normal gravity value computed on the
 NG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0009.degrees latitude (g = 980.6199 gals.).
 NG0009
 NG0009.The modeled gravity was interpolated from observed gravity values.
 NG0009
 NG0009;                    North         East     Units Scale Factor Converg.
 NG0009;SPC MI S     -   137,981.161 3,858,992.030   MT  0.99991056   -1 10 18.8
 NG0009;SPC MI S     -   452,694.10 12,660,735.01   iFT  0.99991056   -1 10 18.8
 NG0009;UTM  16      - 4,731,149.170   574,605.003   MT  0.99966848   +0 37 06.2
 NG0009
 NG0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0009!SPC MI S     -   0.99997262  x   0.99991056  =   0.99988318
 NG0009!UTM  16      -   0.99997262  x   0.99966848  =   0.99964110
 NG0009
 NG0009                          SUPERSEDED SURVEY CONTROL
 NG0009
 NG0009  ELLIP H (05/11/00)  174.64   (m)                       GP(       ) 4 1
 NG0009  NAD 83(1994)-  42 43 45.21589(N)    086 05 19.28383(W) AD(       ) 1
 NG0009  ELLIP H (02/03/97)  174.64   (m)                       GP(       ) 4 1
 NG0009  NAD 83(1994)-  42 43 45.21673(N)    086 05 19.29500(W) AD(       ) 1
 NG0009  NAVD 88 (05/11/00)  207.98   (m)          682.3    (f) LEVELING    3  
 NG0009  NAVD 88 (12/16/94)  207.99   (m)          682.4    (f) LEVELING    3  
 NG0009  NGVD 29 (??/??/92)  208.273  (m)          683.31   (f) ADJ UNCH    1 2
 NG0009
 NG0009.Superseded values are not recommended for survey control.
 NG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0009.See file dsdata.txt to determine how the superseded data were derived.
 NG0009
 NG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7460531149(NAD 83)
 NG0009_MARKER: DB = BENCH MARK DISK
 NG0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0009_STAMPING: A 158 1948
 NG0009_MARK LOGO: CGS   
 NG0009_PROJECTION: PROJECTING 18 CENTIMETERS
 NG0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0009+STABILITY: SURFACE MOTION
 NG0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0009+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1999
 NG0009
 NG0009  HISTORY     - Date     Condition        Report By
 NG0009  HISTORY     - 1948     MONUMENTED       CGS
 NG0009  HISTORY     - 1984     GOOD             NGS
 NG0009  HISTORY     - 1988     GOOD             USPSQD
 NG0009  HISTORY     - 19940217 GOOD             MIDT
 NG0009  HISTORY     - 19950817 GOOD             USPSQD
 NG0009  HISTORY     - 19990810 GOOD             NGS
 NG0009
 NG0009                          STATION DESCRIPTION
 NG0009
 NG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0009'3.2 MI N FROM EAST SAUGATUCK.
 NG0009'ABOUT 3.25 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NG0009'THE BLACK TOP ROAD CROSSING AT EAST SAUGATUCK, AT AN EAST-WEST
 NG0009'ROAD CROSSING, 136 FEET EAST OF THE EAST RAIL OF THE TRACK,
 NG0009'21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 160 FEET NORTHEAST
 NG0009'AND ACROSS THE TRACK FROM SIGNAL LIGHT NO. 296, 21 FEET WEST OF
 NG0009'A 24-INCH ELM TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NG0009'ABOUT 6 FEET BELOW THE TRACK, ABOUT LEVEL WITH THE ROAD AND SET
 NG0009'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NG0009
 NG0009                          STATION RECOVERY (1984)
 NG0009
 NG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0009'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 NG0009'(0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH STREET
 NG0009'IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE STREET,
 NG0009'THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE 1.2 KM
 NG0009'(0.75 MI) SOUTH ALONG 56TH STREET, THENCE 0.5 KM (0.35 MI) EAST ALONG
 NG0009'143RD AVENUE, AT THE CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD
 NG0009'TRACKS, 0.2 KM (0.1 MI) WEST OF AN ARCH OVER A DRIVEWAY LEADING NORTH
 NG0009'TO THE N.R.W. RANCH, 41.94 METERS (137.6 FT) EAST OF THE EAST RAIL,
 NG0009'AND 9.02 METERS (29.6 FT) SOUTH OF THE CENTERLINE OF 143RD AVENUE.
 NG0009'THE MARK IS 0.27 METERS  W FROM A WITNESS POST.
 NG0009'THE MARK IS 0.46 M BELOW 143RD AVENUE.
 NG0009
 NG0009                          STATION RECOVERY (1988)
 NG0009
 NG0009'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0009'RECOVERED IN GOOD CONDITION.
 NG0009
 NG0009                          STATION RECOVERY (1994)
 NG0009
 NG0009'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NG0009'STATION IS LOCATED IN QUAD 420861 ON THE HAMILTON WEST QUADRANGLE MAP.
 NG0009'IT IS IN THE SOUTHWEST 1/4 SECTION 16, T-4-N, R-15-W, FILLMORE
 NG0009'TOWNSHIP.  ABOUT 6.5 MILES NORTH FROM HAMILTON, 6.0 MILES NORTHEAST
 NG0009'FROM NEW RICHMOND, AND 2.5 MILES SOUTH FROM HOLLAND. TO REACH FROM THE
 NG0009'INTERCHANGE OF INTERSTATE HIGHWAY 196 AND COUNTY ROAD A-2 (BLUE STAR
 NG0009'HIGHWAY), ABOUT 3 MILES NORTHEAST OF SAUGATUCK, GO NORTHEAST ALONG
 NG0009'COUNTY ROAD A-2 FOR .3 MILE TO 136TH AVENUE. GO EAST ALONG 136TH
 NG0009'AVENUE FOR 3.8 MILES TO 56TH STREET. GO NORTH ALONG 56TH STREET FOR
 NG0009'3.3 MILES TO 143RD AVENUE. GO EAST ALONG 143RD AVENUE FOR 0.35 MILE
 NG0009'JUST PAST THE RAILROAD TRACKS, TO THE STATION ON THE RIGHT AS
 NG0009'DESCRIBED. STATION IS 166 FEET WEST FROM A 10 INCH DIAMETER PINE TREE,
 NG0009'141.6 FEET EAST FROM EAST RAIL OF RAILROAD TRACKS 107 FEET SOUTHEAST
 NG0009'FROM A LIGHT POLE, 28.7 FEET SOUTH FROM CENTER OF 143RD STREET AND 1
 NG0009'FOOT WEST FROM A CARSONITE MARKER.
 NG0009
 NG0009                          STATION RECOVERY (1995)
 NG0009
 NG0009'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0009'RECOVERED IN GOOD CONDITION.
 NG0009
 NG0009                          STATION RECOVERY (1999)
 NG0009
 NG0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 NG0009'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0908 ***********************************************************************
 NF0908  DESIGNATION -  A 159
 NF0908  PID         -  NF0908
 NF0908  STATE/COUNTY-  MI/ALLEGAN
 NF0908  USGS QUAD   -  WAYLAND (1982)
 NF0908
 NF0908                         *CURRENT SURVEY CONTROL
 NF0908  ___________________________________________________________________
 NF0908* NAD 83(1986)-  42 43 31.     (N)    085 42 43.     (W)     SCALED    
 NF0908* NAVD 88     -       217.639  (meters)     714.04   (feet)  ADJUSTED  
 NF0908  ___________________________________________________________________
 NF0908  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF0908  DYNAMIC HT  -         217.580 (meters)     713.84  (feet)  COMP
 NF0908  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NF0908
 NF0908  VERT ORDER  -  SECOND    CLASS 0
 NF0908
 NF0908.The horizontal coordinates were scaled from a topographic map and have
 NF0908.an estimated accuracy of +/- 6 seconds.
 NF0908
 NF0908.The orthometric height was determined by differential leveling
 NF0908.and adjusted by the National Geodetic Survey in June 1991..
 NF0908
 NF0908.The geoid height was determined by GEOID03.
 NF0908
 NF0908.The dynamic height is computed by dividing the NAVD 88
 NF0908.geopotential number by the normal gravity value computed on the
 NF0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0908.degrees latitude (g = 980.6199 gals.).
 NF0908
 NF0908.The modeled gravity was interpolated from observed gravity values.
 NF0908
 NF0908;                    North         East    Units  Estimated Accuracy
 NF0908;SPC MI S     -   136,980.    3,889,830.      MT  (+/- 180 meters Scaled)
 NF0908
 NF0908                          SUPERSEDED SURVEY CONTROL
 NF0908
 NF0908  NGVD 29 (??/??/92)  217.771  (m)          714.47   (f) ADJ UNCH    2 0
 NF0908
 NF0908.Superseded values are not recommended for survey control.
 NF0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0908.See file dsdata.txt to determine how the superseded data were derived.
 NF0908
 NF0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN054311(NAD 83)
 NF0908_MARKER: DB = BENCH MARK DISK
 NF0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0908_STAMPING: A 159 1948
 NF0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0908+STABILITY: SURFACE MOTION
 NF0908
 NF0908  HISTORY     - Date     Condition        Report By
 NF0908  HISTORY     - 1948     MONUMENTED       CGS
 NF0908  HISTORY     - 1987     GOOD             USPSQD
 NF0908  HISTORY     - 1989     GOOD             USPSQD
 NF0908  HISTORY     - 1991     GOOD             USPSQD
 NF0908
 NF0908                          STATION DESCRIPTION
 NF0908
 NF0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0908'0.7 MI E FROM DORR.
 NF0908'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0908'CENTRAL RAILROAD STATION AT DORR, ABOUT 0.5 MILE EAST OF THE
 NF0908'INTERSECTION OF COUNTY ROAD 25 AT DORR, SET AT THE SOUTHEAST
 NF0908'CORNER OF A LARGE CEMETERY, 45 FEET NORTH OF THE CENTER LINE OF
 NF0908'THE ROAD, 10 FEET WEST-NORTHWEST OF THE CENTER LINE OF A DRIVE
 NF0908'TO A 1-STORY FARM HOUSE ON NORTH SIDE OF ROAD, 12 FEET NORTH
 NF0908'OF THE SOUTHEAST CORNER OF THE CEMETERY FENCE, 1 FOOT EAST OF THE
 NF0908'NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WTINESS
 NF0908'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0908'POST PROJECTING 3 INCHES.
 NF0908
 NF0908                          STATION RECOVERY (1987)
 NF0908
 NF0908'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0908'RECOVERED IN GOOD CONDITION.
 NF0908
 NF0908                          STATION RECOVERY (1989)
 NF0908
 NF0908'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0908'RECOVERED IN GOOD CONDITION.
 NF0908
 NF0908                          STATION RECOVERY (1991)
 NF0908
 NF0908'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0271 ***********************************************************************
 OK0271  DESIGNATION -  A 16
 OK0271  PID         -  OK0271
 OK0271  STATE/COUNTY-  MI/MECOSTA
 OK0271  USGS QUAD   -  BIG RAPIDS (1985)
 OK0271
 OK0271                         *CURRENT SURVEY CONTROL
 OK0271  ___________________________________________________________________
 OK0271* NAD 83(1986)-  43 42 05.     (N)    085 26 07.     (W)     SCALED    
 OK0271* NAVD 88     -       299.107  (meters)     981.32   (feet)  ADJUSTED  
 OK0271  ___________________________________________________________________
 OK0271  GEOID HEIGHT-         -32.78  (meters)                     GEOID03
 OK0271  DYNAMIC HT  -         299.054 (meters)     981.15  (feet)  COMP
 OK0271  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 OK0271
 OK0271  VERT ORDER  -  FIRST     CLASS II
 OK0271
 OK0271.The horizontal coordinates were scaled from a topographic map and have
 OK0271.an estimated accuracy of +/- 6 seconds.
 OK0271
 OK0271.The orthometric height was determined by differential leveling
 OK0271.and adjusted by the National Geodetic Survey in June 1991..
 OK0271
 OK0271.The geoid height was determined by GEOID03.
 OK0271
 OK0271.The dynamic height is computed by dividing the NAVD 88
 OK0271.geopotential number by the normal gravity value computed on the
 OK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0271.degrees latitude (g = 980.6199 gals.).
 OK0271
 OK0271.The modeled gravity was interpolated from observed gravity values.
 OK0271
 OK0271;                    North         East    Units  Estimated Accuracy
 OK0271;SPC MI S     -   245,080.    3,913,860.      MT  (+/- 180 meters Scaled)
 OK0271
 OK0271                          SUPERSEDED SURVEY CONTROL
 OK0271
 OK0271  NGVD 29 (??/??/92)  299.217  (m)          981.68   (f) ADJ UNCH    1 2
 OK0271
 OK0271.Superseded values are not recommended for survey control.
 OK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0271.See file dsdata.txt to determine how the superseded data were derived.
 OK0271
 OK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP260398(NAD 83)
 OK0271_MARKER: DB = BENCH MARK DISK
 OK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0271_STAMPING: ELEV 981.681 FT A 16 1916
 OK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0271+STABILITY: SURFACE MOTION
 OK0271
 OK0271  HISTORY     - Date     Condition        Report By
 OK0271  HISTORY     - 1916     MONUMENTED       CGS
 OK0271  HISTORY     - 1934     GOOD             NGS
 OK0271  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 OK0271  HISTORY     - 20050707 POOR             INDIV
 OK0271
 OK0271                          STATION DESCRIPTION
 OK0271
 OK0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0271'2.8 MI E FROM BIG RAPIDS.
 OK0271'2.8 MILES EAST ALONG THE C AND O RY., FROM THE STATION AT BIG
 OK0271'RAPIDS, AT A DIRT-ROAD CROSSING, 38 YARDS NORTH OF THE TRACK,
 OK0271'29 FEET EAST OF THE CENTERLINE OF THE ROAD, AND WEST OF A
 OK0271'STONE FENCE.  A STANDARD DISK, STAMPED ELEV. 981.681 FT. A 16
 OK0271'1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 18 INCHES
 OK0271'ABOVE GROUND.
 OK0271
 OK0271                          STATION RECOVERY (1974)
 OK0271
 OK0271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 OK0271'MARK NOT FOUND.
 OK0271
 OK0271                          STATION RECOVERY (2005)
 OK0271
 OK0271'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RRB)
 OK0271'STUB OF CONCRETE POST FOUND BROKEN OFF AT GROUND LEVEL.  DISK NOT
 OK0271'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0177 ***********************************************************************
 RL0177  DESIGNATION -  A 160
 RL0177  PID         -  RL0177
 RL0177  STATE/COUNTY-  MI/BARAGA
 RL0177  USGS QUAD   -  ALBERTA (1985)
 RL0177
 RL0177                         *CURRENT SURVEY CONTROL
 RL0177  ___________________________________________________________________
 RL0177* NAD 83(1986)-  46 40 43.     (N)    088 25 39.     (W)     SCALED    
 RL0177* NAVD 88     -       408.273  (meters)    1339.48   (feet)  ADJUSTED  
 RL0177  ___________________________________________________________________
 RL0177  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 RL0177  DYNAMIC HT  -         408.287 (meters)    1339.52  (feet)  COMP
 RL0177  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 RL0177
 RL0177  VERT ORDER  -  SECOND    CLASS 0
 RL0177
 RL0177.The horizontal coordinates were scaled from a topographic map and have
 RL0177.an estimated accuracy of +/- 6 seconds.
 RL0177
 RL0177.The orthometric height was determined by differential leveling
 RL0177.and adjusted by the National Geodetic Survey in June 1991..
 RL0177
 RL0177.The geoid height was determined by GEOID03.
 RL0177
 RL0177.The dynamic height is computed by dividing the NAVD 88
 RL0177.geopotential number by the normal gravity value computed on the
 RL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0177.degrees latitude (g = 980.6199 gals.).
 RL0177
 RL0177.The modeled gravity was interpolated from observed gravity values.
 RL0177
 RL0177;                    North         East    Units  Estimated Accuracy
 RL0177;SPC MI N     -   211,640.    7,890,800.      MT  (+/- 180 meters Scaled)
 RL0177
 RL0177                          SUPERSEDED SURVEY CONTROL
 RL0177
 RL0177  NGVD 29 (??/??/92)  408.237  (m)         1339.36   (f) ADJ UNCH    2 0
 RL0177
 RL0177.Superseded values are not recommended for survey control.
 RL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0177.See file dsdata.txt to determine how the superseded data were derived.
 RL0177
 RL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS908704(NAD 83)
 RL0177_MARKER: DB = BENCH MARK DISK
 RL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0177_STAMPING: A 160 1948
 RL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0177+STABILITY: SURFACE MOTION
 RL0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0177+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2005
 RL0177
 RL0177  HISTORY     - Date     Condition        Report By
 RL0177  HISTORY     - 1948     MONUMENTED       CGS
 RL0177  HISTORY     - 20050729 GOOD             GEOCAC
 RL0177
 RL0177                          STATION DESCRIPTION
 RL0177
 RL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0177'3.7 MI NE FROM ALBERTA.
 RL0177'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE FORD
 RL0177'MOTOR COMPANY MILL AT ALBERTA, ABOUT 0.4 MILE SOUTH OF A SMALL
 RL0177'ROADSIDE PARK AND DRINKING FOUNTAIN, AT THE NORTH END OF A SHORT
 RL0177'5-FOOT CUT, 111 FEET NORTH OF THE CENTER LINE OF A DIM ROAD
 RL0177'EAST, 31 FEET SOUTH OF THE EAST END OF A 12-INCH PIPE CULVERT,
 RL0177'25 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 8.5 FEET WEST
 RL0177'OF A MULTIPLE MAPLE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 RL0177'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL0177'OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0177
 RL0177                          STATION RECOVERY (2005)
 RL0177
 RL0177'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0177'NAD 83(1986)-  46 40 44.3 (N)    088 25 40.9 (W)   HANDHELD GPS
 RL0177' 
 RL0177'THE ROAD IS OLD HWY 41.
 RL0177' 
 RL0177'TO REACH FROM THE CROSSROADS AT BOVINE, FOLLOW US HWY 41 1.05 MILES
 RL0177'SOUTHWEST TO A SIDE ROAD LEFT, THENCE 2.5 MILES SOUTH ALONG OLD HWY 41
 RL0177'TO THE MARK ON THE LEFT.  IT IS ABOUT 1.35 MILE SOUTH OF THE END OF
 RL0177'PAVEMENT, 110 FEET NORTH OF THE CENTER OF A GATED ROAD EAST, 25 FEET
 RL0177'EAST OF THE C/L OF THE GRAVEL ROAD, 0.5 FT WEST OF A WITNESS POST,
 RL0177'ABOUT LEVEL WITH THE  ROAD AND FLUSH WITH GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0139 ***********************************************************************
 RL0139  DESIGNATION -  A 161
 RL0139  PID         -  RL0139
 RL0139  STATE/COUNTY-  MI/BARAGA
 RL0139  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0139
 RL0139                         *CURRENT SURVEY CONTROL
 RL0139  ___________________________________________________________________
 RL0139* NAD 83(1986)-  46 47 43.     (N)    088 09 03.     (W)     SCALED    
 RL0139* NAVD 88     -       364.609  (meters)    1196.22   (feet)  ADJUSTED  
 RL0139  ___________________________________________________________________
 RL0139  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 RL0139  DYNAMIC HT  -         364.625 (meters)    1196.27  (feet)  COMP
 RL0139  MODELED GRAV-     980,645.2   (mgal)                       NAVD 88
 RL0139
 RL0139  VERT ORDER  -  SECOND    CLASS 0
 RL0139
 RL0139.The horizontal coordinates were scaled from a topographic map and have
 RL0139.an estimated accuracy of +/- 6 seconds.
 RL0139
 RL0139.The orthometric height was determined by differential leveling
 RL0139.and adjusted by the National Geodetic Survey in June 1991..
 RL0139
 RL0139.The geoid height was determined by GEOID03.
 RL0139
 RL0139.The dynamic height is computed by dividing the NAVD 88
 RL0139.geopotential number by the normal gravity value computed on the
 RL0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0139.degrees latitude (g = 980.6199 gals.).
 RL0139
 RL0139.The modeled gravity was interpolated from observed gravity values.
 RL0139
 RL0139;                    North         East    Units  Estimated Accuracy
 RL0139;SPC MI N     -   224,260.    7,912,150.      MT  (+/- 180 meters Scaled)
 RL0139
 RL0139                          SUPERSEDED SURVEY CONTROL
 RL0139
 RL0139  NGVD 29 (??/??/92)  364.567  (m)         1196.08   (f) ADJ UNCH    2 0
 RL0139
 RL0139.Superseded values are not recommended for survey control.
 RL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0139.See file dsdata.txt to determine how the superseded data were derived.
 RL0139
 RL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS121830(NAD 83)
 RL0139_MARKER: DB = BENCH MARK DISK
 RL0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0139_STAMPING: A 161 1948
 RL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0139+STABILITY: SURFACE MOTION
 RL0139
 RL0139  HISTORY     - Date     Condition        Report By
 RL0139  HISTORY     - 1948     MONUMENTED       CGS
 RL0139  HISTORY     - 1934     GOOD             NGS
 RL0139
 RL0139                          STATION DESCRIPTION
 RL0139
 RL0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0139'21 MI E FROM L ANSE.
 RL0139'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0139'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0139'ABOUT 4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL
 RL0139'ROAD, THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE
 RL0139'ABOUT 2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2
 RL0139'MILE NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE
 RL0139'RIVER, THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH
 RL0139'AND ABOUT 3.3 MILES SOUTHEAST AND EAST ALONG TRAILS, THENCE ABOUT
 RL0139'2.15 MILES NORTHWEST AND NORTH ALONG A ROAD LEADING TO SENSEN BRENNEN
 RL0139'LOGGING CAMP ON THE FORD MOTOR COMPANY RAILROAD, ABOUT 1.05
 RL0139'MILES SOUTH OF THE RAILROAD, 35 YARDS SOUTH OF A BREAK IN
 RL0139'GRADE, 27 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 RL0139'ABOUT 0.1 MILE NORTH-NORTHWEST OF THE TOP OF A GRADE AND THE
 RL0139'JUNCTION OF A LOGGING ROAD WEST, 9 FEET EAST-NORTHEAST OF A
 RL0139'TRIANGULAR BLAZED 16-INCH MAPLE TREE, 44.5 FEET NORTH-NORTHWEST
 RL0139'OF A TRIANGULAR BLAZED 8-INCH HEMLOCK TREE, ABOUT LEVEL WITH
 RL0139'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0139'INCHES.
 RL0139
 RL0139                          STATION RECOVERY (1934)
 RL0139
 RL0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 RL0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0572 ***********************************************************************
 NF0572  DESIGNATION -  A 162
 NF0572  PID         -  NF0572
 NF0572  STATE/COUNTY-  MI/KALAMAZOO
 NF0572  USGS QUAD   -  KALAMAZOO SW (1979)
 NF0572
 NF0572                         *CURRENT SURVEY CONTROL
 NF0572  ___________________________________________________________________
 NF0572* NAD 83(1986)-  42 21 50.     (N)    085 43 38.     (W)     SCALED    
 NF0572* NAVD 88     -       231.581  (meters)     759.78   (feet)  ADJUSTED  
 NF0572  ___________________________________________________________________
 NF0572  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NF0572  DYNAMIC HT  -         231.513 (meters)     759.56  (feet)  COMP
 NF0572  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 NF0572
 NF0572  VERT ORDER  -  FIRST     CLASS II
 NF0572
 NF0572.The horizontal coordinates were scaled from a topographic map and have
 NF0572.an estimated accuracy of +/- 6 seconds.
 NF0572
 NF0572.The orthometric height was determined by differential leveling
 NF0572.and adjusted by the National Geodetic Survey in June 1991..
 NF0572
 NF0572.The geoid height was determined by GEOID03.
 NF0572
 NF0572.The dynamic height is computed by dividing the NAVD 88
 NF0572.geopotential number by the normal gravity value computed on the
 NF0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0572.degrees latitude (g = 980.6199 gals.).
 NF0572
 NF0572.The modeled gravity was interpolated from observed gravity values.
 NF0572
 NF0572;                    North         East    Units  Estimated Accuracy
 NF0572;SPC MI S     -    96,860.    3,887,930.      MT  (+/- 180 meters Scaled)
 NF0572
 NF0572                          SUPERSEDED SURVEY CONTROL
 NF0572
 NF0572  NGVD 29 (01/19/93)  231.710  (m)          760.20   (f) ADJUSTED    1 2
 NF0572
 NF0572.Superseded values are not recommended for survey control.
 NF0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0572.See file dsdata.txt to determine how the superseded data were derived.
 NF0572
 NF0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM048909(NAD 83)
 NF0572_MARKER: DB = BENCH MARK DISK
 NF0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0572_SP_SET: CONCRETE POST
 NF0572_STAMPING: A 162 1948
 NF0572_MARK LOGO: CGS   
 NF0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0572+STABILITY: SURFACE MOTION
 NF0572
 NF0572  HISTORY     - Date     Condition        Report By
 NF0572  HISTORY     - 1948     MONUMENTED       CGS
 NF0572  HISTORY     - 1983     GOOD             USPSQD
 NF0572  HISTORY     - 1984     GOOD             NGS
 NF0572  HISTORY     - 19970305 POOR             USPSQD
 NF0572
 NF0572                          STATION DESCRIPTION
 NF0572
 NF0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0572'1.1 MI SW FROM ALAMO.
 NF0572'1.1 MILES SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0572'THE BLACK TOP ROAD CROSSING AT ALAMO, ABOUT 1.1 MILES NORTHEAST
 NF0572'OF THE ROAD CROSSING AT WILLIAMS, AT AN EAST-WEST GRAVEL ROAD
 NF0572'CROSSING, 30 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD,
 NF0572'45.8 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 35 FEET EAST OF A
 NF0572'FENCE CORNER, 42.5 FEET EAST OF TELEPHONE POLE NO. 299 17, 1.5
 NF0572'FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 NF0572'WITNESS POST, 1 FOOT BELOW THE TRACK AND ROAD AND SET IN THE
 NF0572'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0572
 NF0572                          STATION RECOVERY (1983)
 NF0572
 NF0572'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0572'12 INCHES NORTH OF A METAL WITNESS POST. MCRR ABANDONED, RAILS AND
 NF0572'TIES MISSING TELEPHONE POLE MISSING, FENCE DETERIORATED PARTIALLY
 NF0572'CONCEALED BENEATH HEDGE TREES. ROAD NOW BLACK TOP.
 NF0572
 NF0572                          STATION RECOVERY (1984)
 NF0572
 NF0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0572'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM (2.0
 NF0572'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF 6TH STREET IN
 NF0572'ALAMO, THENCE 1.3 KM (0.8 MI) SOUTH ALONG 2ND AVENUE, THENCE 1.6 KM
 NF0572'(1.0 MI) EAST ALONG DE AVENUE, 14.3 M (46.9 FT) SOUTHEAST OF THE
 NF0572'CENTER OF AN OLD RAILROAD BED, 10.7 M (35.1 FT) EAST OF A FENCE
 NF0572'CORNER, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF THE AVENUE, AND 0.5 M
 NF0572'(1.6 FT) NORTH OF A FENCE.
 NF0572'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0572'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF0572
 NF0572                          STATION RECOVERY (1997)
 NF0572
 NF0572'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0572'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0691 ***********************************************************************
 RL0691  DESIGNATION -  A 163
 RL0691  PID         -  RL0691
 RL0691  STATE/COUNTY-  MI/BARAGA
 RL0691  USGS QUAD   -  SIDNAW (1985)
 RL0691
 RL0691                         *CURRENT SURVEY CONTROL
 RL0691  ___________________________________________________________________
 RL0691* NAD 83(1986)-  46 36 59.     (N)    088 38 54.     (W)     SCALED    
 RL0691* NAVD 88     -       378.403  (meters)    1241.48   (feet)  ADJUSTED  
 RL0691  ___________________________________________________________________
 RL0691  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 RL0691  DYNAMIC HT  -         378.414 (meters)    1241.51  (feet)  COMP
 RL0691  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RL0691
 RL0691  VERT ORDER  -  SECOND    CLASS 0
 RL0691
 RL0691.The horizontal coordinates were scaled from a topographic map and have
 RL0691.an estimated accuracy of +/- 6 seconds.
 RL0691
 RL0691.The orthometric height was determined by differential leveling
 RL0691.and adjusted by the National Geodetic Survey in June 1991..
 RL0691
 RL0691.The geoid height was determined by GEOID03.
 RL0691
 RL0691.The dynamic height is computed by dividing the NAVD 88
 RL0691.geopotential number by the normal gravity value computed on the
 RL0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0691.degrees latitude (g = 980.6199 gals.).
 RL0691
 RL0691.The modeled gravity was interpolated from observed gravity values.
 RL0691
 RL0691;                    North         East    Units  Estimated Accuracy
 RL0691;SPC MI N     -   205,050.    7,873,760.      MT  (+/- 180 meters Scaled)
 RL0691
 RL0691                          SUPERSEDED SURVEY CONTROL
 RL0691
 RL0691  NGVD 29 (??/??/92)  378.369  (m)         1241.37   (f) ADJ UNCH    2 0
 RL0691
 RL0691.Superseded values are not recommended for survey control.
 RL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0691.See file dsdata.txt to determine how the superseded data were derived.
 RL0691
 RL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS737638(NAD 83)
 RL0691_MARKER: DB = BENCH MARK DISK
 RL0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0691_STAMPING: A 163 1948
 RL0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0691+STABILITY: SURFACE MOTION
 RL0691
 RL0691  HISTORY     - Date     Condition        Report By
 RL0691  HISTORY     - 1948     MONUMENTED       CGS
 RL0691  HISTORY     - 1985     GOOD             NGS
 RL0691  HISTORY     - 20040519 MARK NOT FOUND   GEOCAC
 RL0691
 RL0691                          STATION DESCRIPTION
 RL0691
 RL0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0691'9.9 MI NW FROM COVINGTON.
 RL0691'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0691'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 4.85 MILES NORTH ALONG
 RL0691'A GRAVEL AND SAND ROAD, THENCE ABOUT 0.45 MILE WEST-SOUTHWEST
 RL0691'ALONG A SAND ROAD, THENCE ABOUT 2.55 MILES NORTHWEST ALONG A
 RL0691'SAND ROAD, 205 FEET EAST OF THE T JUNCTION OF A NORTH-SOUTH
 RL0691'GRAVEL ROAD, 26 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE
 RL0691'ROAD, 66 FEET NORTH-NORTHWEST AND ACROSS THE ROAD FROM A
 RL0691'TRIANGULAR BLAZED 9-INCH PINE TREE, 7 1/2 FEET SOUTH OF A
 RL0691'TRIANGULAR BLAZED 9-INCH PINE TREE, 2 1/2 FEET ABOVE THE ROAD
 RL0691'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0691
 RL0691                          STATION RECOVERY (1985)
 RL0691
 RL0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0691'RECOVERED IN GOOD CONDITION.
 RL0691
 RL0691                          STATION RECOVERY (2004)
 RL0691
 RL0691'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0691'ROAD CHANGES IN THIS AREA, THE JUNCTION WAS MOVED 1/4 MILE TO THE SSE
 RL0691'AND THE ENTIRE AREA RE-PLANTED WITH JACK PINES WITHIN THE LAST 10 YRS.
 RL0691' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0105 ***********************************************************************
 RL0105  DESIGNATION -  A 164
 RL0105  PID         -  RL0105
 RL0105  STATE/COUNTY-  MI/BARAGA
 RL0105  USGS QUAD   -  SKANEE NORTH (1984)
 RL0105
 RL0105                         *CURRENT SURVEY CONTROL
 RL0105  ___________________________________________________________________
 RL0105* NAD 83(1986)-  46 53 42.     (N)    088 08 23.     (W)     SCALED    
 RL0105* NAVD 88     -       213.065  (meters)     699.03   (feet)  ADJUSTED  
 RL0105  ___________________________________________________________________
 RL0105  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RL0105  DYNAMIC HT  -         213.079 (meters)     699.08  (feet)  COMP
 RL0105  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 RL0105
 RL0105  VERT ORDER  -  SECOND    CLASS 0
 RL0105
 RL0105.The horizontal coordinates were scaled from a topographic map and have
 RL0105.an estimated accuracy of +/- 6 seconds.
 RL0105
 RL0105.The orthometric height was determined by differential leveling
 RL0105.and adjusted by the National Geodetic Survey in June 1991..
 RL0105
 RL0105.The geoid height was determined by GEOID03.
 RL0105
 RL0105.The dynamic height is computed by dividing the NAVD 88
 RL0105.geopotential number by the normal gravity value computed on the
 RL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0105.degrees latitude (g = 980.6199 gals.).
 RL0105
 RL0105.The modeled gravity was interpolated from observed gravity values.
 RL0105
 RL0105;                    North         East    Units  Estimated Accuracy
 RL0105;SPC MI N     -   235,330.    7,913,150.      MT  (+/- 180 meters Scaled)
 RL0105
 RL0105                          SUPERSEDED SURVEY CONTROL
 RL0105
 RL0105  NGVD 29 (??/??/92)  213.030  (m)          698.92   (f) ADJ UNCH    2 0
 RL0105
 RL0105.Superseded values are not recommended for survey control.
 RL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0105.See file dsdata.txt to determine how the superseded data were derived.
 RL0105
 RL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS131941(NAD 83)
 RL0105_MARKER: DB = BENCH MARK DISK
 RL0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0105_STAMPING: A 164 1948
 RL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0105+STABILITY: SURFACE MOTION
 RL0105
 RL0105  HISTORY     - Date     Condition        Report By
 RL0105  HISTORY     - 1948     MONUMENTED       CGS
 RL0105
 RL0105                          STATION DESCRIPTION
 RL0105
 RL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0105'4.8 MI NE FROM SKANEE.
 RL0105'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0105'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT
 RL0105'2.0 MILES EAST AND ABOUT 0.5 MILE NORTH ALONG GRAVEL ROADS,
 RL0105'ABOUT 0.3 MILE NORTH OF THE OLD STANDARD SCHOOL BUILDING, AT THE
 RL0105'T JUNCTION OF A ROAD EAST AND AT A HOUSE ON WEST SIDE OF ROAD,
 RL0105'90 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION, 79 FEET
 RL0105'NORTH OF THE CENTER LINE OF THE DRIVE TO HOUSE, 46 FEET
 RL0105'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 30 FEET
 RL0105'WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 4 1/2 FEET
 RL0105'SOUTHEAST OF A 5-INCH ELM TREE, ABOUT LEVEL WITH THE ROAD AND
 RL0105'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0127 ***********************************************************************
 RK0127  DESIGNATION -  A 165
 RK0127  PID         -  RK0127
 RK0127  STATE/COUNTY-  MI/MARQUETTE
 RK0127  USGS QUAD   -  MARQUETTE (1975)
 RK0127
 RK0127                         *CURRENT SURVEY CONTROL
 RK0127  ___________________________________________________________________
 RK0127* NAD 83(1986)-  46 33 36.     (N)    087 23 43.     (W)     SCALED    
 RK0127* NAVD 88     -       187.913  (meters)     616.51   (feet)  ADJUSTED  
 RK0127  ___________________________________________________________________
 RK0127  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 RK0127  DYNAMIC HT  -         187.930 (meters)     616.57  (feet)  COMP
 RK0127  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 RK0127
 RK0127  VERT ORDER  -  FIRST     CLASS 0
 RK0127
 RK0127.The horizontal coordinates were scaled from a topographic map and have
 RK0127.an estimated accuracy of +/- 6 seconds.
 RK0127
 RK0127.The orthometric height was determined by differential leveling
 RK0127.and adjusted by the National Geodetic Survey in June 1991..
 RK0127
 RK0127.The geoid height was determined by GEOID03.
 RK0127
 RK0127.The dynamic height is computed by dividing the NAVD 88
 RK0127.geopotential number by the normal gravity value computed on the
 RK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0127.degrees latitude (g = 980.6199 gals.).
 RK0127
 RK0127.The modeled gravity was interpolated from observed gravity values.
 RK0127
 RK0127;                    North         East    Units  Estimated Accuracy
 RK0127;SPC MI N     -   197,540.    7,969,690.      MT  (+/- 180 meters Scaled)
 RK0127
 RK0127                          SUPERSEDED SURVEY CONTROL
 RK0127
 RK0127  NGVD 29 (??/??/92)  187.876  (m)          616.39   (f) ADJ UNCH    1 0
 RK0127
 RK0127.Superseded values are not recommended for survey control.
 RK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0127.See file dsdata.txt to determine how the superseded data were derived.
 RK0127
 RK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS697563(NAD 83)
 RK0127_MARKER: DB = BENCH MARK DISK
 RK0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0127_SP_SET: FOUNDATION
 RK0127_STAMPING: A 165 1948
 RK0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0127
 RK0127  HISTORY     - Date     Condition        Report By
 RK0127  HISTORY     - 1948     MONUMENTED       CGS
 RK0127  HISTORY     - 1975     GOOD             NOS
 RK0127  HISTORY     - 1979     GOOD             LOCENG
 RK0127  HISTORY     - 1985     GOOD             NGS
 RK0127  HISTORY     - 1990     GOOD             USPSQD
 RK0127  HISTORY     - 19910611 GOOD             USPSQD
 RK0127  HISTORY     - 19960823 GOOD             USPSQD
 RK0127  HISTORY     - 20010917 GOOD             USPSQD
 RK0127  HISTORY     - 20031010 GOOD             USPSQD
 RK0127  HISTORY     - 20060201 GOOD             GEOCAC
 RK0127
 RK0127                          STATION DESCRIPTION
 RK0127
 RK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0127'AT MARQUETTE.
 RK0127'AT MARQUETTE, ABOUT 0.4 MILE NORTH ALONG PRESQUE ISLE AVENUE
 RK0127'FROM THE NORTHERN MICHIGAN STATE COLLEGE, AT 1716 PRESQUE ISLE
 RK0127'AVENUE, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER
 RK0127'OF THE CONCRETE FOUNDATION OF A BARBER AND BEAUTY SHOP, 15 FEET
 RK0127'EAST OF THE CENTER LINE OF THE SIDE WALK, 1 FOOT EAST OF THE
 RK0127'SOUTHWEST CORNER, AND 7 1/2 INCHES ABOVE THE GROUND.
 RK0127
 RK0127                          STATION RECOVERY (1975)
 RK0127
 RK0127'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0127'IN MARQUETTE, ON EAST SIDE OF PRESQUE ISLE AVENUE, BETWEEN CENTER
 RK0127'STREET AND NORWOOD STREET, ON NORTH SIDE OF A DRIVEWAY, ON SOUTH
 RK0127'FACE OF 2 STORY BUILDING, 23.4 FT. EAST OF FACE OF EAST CURB OF
 RK0127'PRESQUE ISLE AVENUE, 20.7 FT. NORTH OF NORTHWEST CORNER OF 2 STORY
 RK0127'BUILDING ON SOUTH SIDE OF DRIVE, 1.3 FT. EAST OF SOUTHWEST CORNER OF
 RK0127'BUILDING, 0.8 FT. ABOVE GROUND.
 RK0127
 RK0127                          STATION RECOVERY (1979)
 RK0127
 RK0127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1985)
 RK0127
 RK0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1990)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1991)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (1996)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2001)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2003)
 RK0127
 RK0127'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0127'RECOVERED IN GOOD CONDITION.
 RK0127
 RK0127                          STATION RECOVERY (2006)
 RK0127
 RK0127'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0382 ***********************************************************************
 NF0382  DESIGNATION -  A 166
 NF0382  PID         -  NF0382
 NF0382  STATE/COUNTY-  MI/IONIA
 NF0382  USGS QUAD   -  LAKE ODESSA (1978)
 NF0382
 NF0382                         *CURRENT SURVEY CONTROL
 NF0382  ___________________________________________________________________
 NF0382* NAD 83(1986)-  42 48 23.     (N)    085 12 46.     (W)     SCALED    
 NF0382* NAVD 88     -       260.405  (meters)     854.35   (feet)  ADJUSTED  
 NF0382  ___________________________________________________________________
 NF0382  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NF0382  DYNAMIC HT  -         260.329 (meters)     854.10  (feet)  COMP
 NF0382  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 NF0382
 NF0382  VERT ORDER  -  SECOND    CLASS 0
 NF0382
 NF0382.The horizontal coordinates were scaled from a topographic map and have
 NF0382.an estimated accuracy of +/- 6 seconds.
 NF0382
 NF0382.The orthometric height was determined by differential leveling
 NF0382.and adjusted by the National Geodetic Survey in June 1991..
 NF0382
 NF0382.The geoid height was determined by GEOID03.
 NF0382
 NF0382.The dynamic height is computed by dividing the NAVD 88
 NF0382.geopotential number by the normal gravity value computed on the
 NF0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0382.degrees latitude (g = 980.6199 gals.).
 NF0382
 NF0382.The modeled gravity was interpolated from observed gravity values.
 NF0382
 NF0382;                    North         East    Units  Estimated Accuracy
 NF0382;SPC MI S     -   145,460.    3,930,800.      MT  (+/- 180 meters Scaled)
 NF0382
 NF0382                          SUPERSEDED SURVEY CONTROL
 NF0382
 NF0382  NGVD 29 (??/??/92)  260.526  (m)          854.74   (f) ADJ UNCH    2 0
 NF0382
 NF0382.Superseded values are not recommended for survey control.
 NF0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0382.See file dsdata.txt to determine how the superseded data were derived.
 NF0382
 NF0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN461408(NAD 83)
 NF0382_MARKER: DB = BENCH MARK DISK
 NF0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0382_STAMPING: A 166 1948
 NF0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0382+STABILITY: SURFACE MOTION
 NF0382
 NF0382  HISTORY     - Date     Condition        Report By
 NF0382  HISTORY     - 1948     MONUMENTED       CGS
 NF0382  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0382
 NF0382                          STATION DESCRIPTION
 NF0382
 NF0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0382'2.9 MI SE FROM CLARKSVILLE.
 NF0382'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 NF0382'FROM THE STATION AT CLARKSVILLE, THENCE ABOUT 1.1 MILES SOUTH
 NF0382'ALONG ELM ROAD, AT THE INTERSECTION OF CAMPBELL ROAD, IN THE
 NF0382'SOUTHWEST CORNER OF THE YARD AT A FARM HOUSE WITH LARGE SPRUCE
 NF0382'TREE AROUND YARD, 54 FEET NORTHEAST OF THE CENTER OF THE
 NF0382'INTERSECTION, 22 FEET NORTHWEST OF A TRANSFORMER POWER POLE,
 NF0382'8 FEET SOUTH-SOUTHEAST OF A 24-INCH APPLE TREE, 39 FEET EAST
 NF0382'OF THE CENTER LINE OF ELM ROAD, 30 FEET NORTH OF THE CENTER
 NF0382'LINE OF CAMPBELL ROAD, 1 FOOT WEST OF A WHITE WOODEN WITNESS
 NF0382'POST, 4 FEET ABOVE THE INTERSECTION AND SET IN THE TOP OF A CONCRETE
 NF0382'POST PROJECTING 3 INCHES.
 NF0382
 NF0382                          STATION RECOVERY (1985)
 NF0382
 NF0382'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0822 ***********************************************************************
 NF0822  DESIGNATION -  A 168
 NF0822  PID         -  NF0822
 NF0822  STATE/COUNTY-  MI/KENT
 NF0822  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0822
 NF0822                         *CURRENT SURVEY CONTROL
 NF0822  ___________________________________________________________________
 NF0822* NAD 83(1986)-  42 55 08.     (N)    085 40 22.     (W)     SCALED    
 NF0822* NAVD 88     -       195.595  (meters)     641.71   (feet)  ADJUSTED  
 NF0822  ___________________________________________________________________
 NF0822  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF0822  DYNAMIC HT  -         195.544 (meters)     641.55  (feet)  COMP
 NF0822  MODELED GRAV-     980,356.8   (mgal)                       NAVD 88
 NF0822
 NF0822  VERT ORDER  -  SECOND    CLASS 0
 NF0822
 NF0822.The horizontal coordinates were scaled from a topographic map and have
 NF0822.an estimated accuracy of +/- 6 seconds.
 NF0822
 NF0822.The orthometric height was determined by differential leveling
 NF0822.and adjusted by the National Geodetic Survey in June 1991..
 NF0822
 NF0822.The geoid height was determined by GEOID03.
 NF0822
 NF0822.The dynamic height is computed by dividing the NAVD 88
 NF0822.geopotential number by the normal gravity value computed on the
 NF0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0822.degrees latitude (g = 980.6199 gals.).
 NF0822
 NF0822.The modeled gravity was interpolated from observed gravity values.
 NF0822
 NF0822;                    North         East    Units  Estimated Accuracy
 NF0822;SPC MI S     -   158,430.    3,893,370.      MT  (+/- 180 meters Scaled)
 NF0822
 NF0822                          SUPERSEDED SURVEY CONTROL
 NF0822
 NF0822  NGVD 29 (??/??/92)  195.72   (m)          642.1    (f) COMPUTED    2 0
 NF0822
 NF0822.Superseded values are not recommended for survey control.
 NF0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0822.See file dsdata.txt to determine how the superseded data were derived.
 NF0822
 NF0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN083526(NAD 83)
 NF0822_MARKER: DB = BENCH MARK DISK
 NF0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0822_SP_SET: BRIDGE
 NF0822_STAMPING: A 168 1948
 NF0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0822+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 NF0822
 NF0822  HISTORY     - Date     Condition        Report By
 NF0822  HISTORY     - 1948     MONUMENTED       CGS
 NF0822  HISTORY     - 1985     GOOD             USPSQD
 NF0822  HISTORY     - 20010806 POOR             NGS
 NF0822  HISTORY     - 20060901 GOOD             GEOCAC
 NF0822
 NF0822                          STATION DESCRIPTION
 NF0822
 NF0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0822'AT GRAND RAPIDS.
 NF0822'AT GRAND RAPIDS, ABOUT 1.3 MILES SOUTH ALONG THE PENNSYLVANIA
 NF0822'RAIL ROAD FROM THE STATION, THENCE ABOUT 1.35 MILES SOUTHEAST
 NF0822'ALONG THE NEW YORK CENTRAL RAILROAD, ABOUT 0.1 MILE NORTHWEST
 NF0822'OF THE CROSSING OF BUCHANAN AVENUE SW (NORTH-SOUTH), SET IN
 NF0822'THE TOP OF THE NORTH WING WALL AT THE NORTHWEST END OF A 40-FOOT
 NF0822'CONCRETE BRIDGE OVER A CREEK, 7 FEET NORTHEAST OF THE NORTHEAST
 NF0822'RAIL AND ABOUT LEVEL WITH THE TRACK.
 NF0822
 NF0822                          STATION RECOVERY (1985)
 NF0822
 NF0822'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0822'MARK LOCATED NEAR CENTER OF NORTHWEST QUARTER OF SOUTHEAST QUARTER
 NF0822'SEC. 12, WYOMING TWP. MI T 6 N., r. 12 W., ABOUT 7 1/2 FEET NORTHEAST
 NF0822'OF NORTHEAST RAIL OF KENT-BARRY -EATON RAILROAD, ON NORTHWEST
 NF0822'ABUTMENT OF BRIDGE OVER PLASTER CREEK, ABOUT LEVEL WITH RAIL.
 NF0822
 NF0822                          STATION RECOVERY (2001)
 NF0822
 NF0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0822'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0822
 NF0822                          STATION RECOVERY (2006)
 NF0822
 NF0822'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0822'ON NORTHWEST ABUTMENT OF BRIDGE OVER PLASTER CREEK, ABOUT LEVEL WITH
 NF0822'RAIL. N 42  55.133 W 085  40.367  (NAD 83) CORDS WITHIN 25 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0447 ***********************************************************************
 NF0447  DESIGNATION -  A 169
 NF0447  PID         -  NF0447
 NF0447  STATE/COUNTY-  MI/BARRY
 NF0447  USGS QUAD   -  HASTINGS (1982)
 NF0447
 NF0447                         *CURRENT SURVEY CONTROL
 NF0447  ___________________________________________________________________
 NF0447* NAD 83(1986)-  42 40 22.     (N)    085 18 53.     (W)     SCALED    
 NF0447* NAVD 88     -       244.640  (meters)     802.62   (feet)  ADJUSTED  
 NF0447  ___________________________________________________________________
 NF0447  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0447  DYNAMIC HT  -         244.566 (meters)     802.38  (feet)  COMP
 NF0447  MODELED GRAV-     980,313.1   (mgal)                       NAVD 88
 NF0447
 NF0447  VERT ORDER  -  SECOND    CLASS 0
 NF0447
 NF0447.The horizontal coordinates were scaled from a topographic map and have
 NF0447.an estimated accuracy of +/- 6 seconds.
 NF0447
 NF0447.The orthometric height was determined by differential leveling
 NF0447.and adjusted by the National Geodetic Survey in June 1991..
 NF0447
 NF0447.The geoid height was determined by GEOID03.
 NF0447
 NF0447.The dynamic height is computed by dividing the NAVD 88
 NF0447.geopotential number by the normal gravity value computed on the
 NF0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0447.degrees latitude (g = 980.6199 gals.).
 NF0447
 NF0447.The modeled gravity was interpolated from observed gravity values.
 NF0447
 NF0447;                    North         East    Units  Estimated Accuracy
 NF0447;SPC MI S     -   130,710.    3,922,290.      MT  (+/- 180 meters Scaled)
 NF0447
 NF0447                          SUPERSEDED SURVEY CONTROL
 NF0447
 NF0447  NGVD 29 (??/??/92)  244.762  (m)          803.02   (f) ADJ UNCH    2 0
 NF0447
 NF0447.Superseded values are not recommended for survey control.
 NF0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0447.See file dsdata.txt to determine how the superseded data were derived.
 NF0447
 NF0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN380258(NAD 83)
 NF0447_MARKER: DB = BENCH MARK DISK
 NF0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0447_STAMPING: A 169 1948
 NF0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0447+STABILITY: SURFACE MOTION
 NF0447
 NF0447  HISTORY     - Date     Condition        Report By
 NF0447  HISTORY     - 1948     MONUMENTED       CGS
 NF0447  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0447  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0447
 NF0447                          STATION DESCRIPTION
 NF0447
 NF0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0447'7 MI S FROM FREEPORT.
 NF0447'7.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT FREEPORT,
 NF0447'ABOUT 0.65 MILE SOUTH OF A CROSS ROAD WITH BRICK SCHOOL IN NORTHWEST
 NF0447'QUARTER, ABOUT 0.25 MILE NORTH OF THE BRIDGE OVER CHANNEL BETWEEN
 NF0447'GARTER AND LONG LAKES, AT A HOUSE ON SOUTHEAST SIDE OF ROAD,
 NF0447'120 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A BARN, 26
 NF0447'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 69 FEET SOUTHEAST
 NF0447'AND ACROSS THE ROAD FROM A POWER POLE, 12 FEET SOUTH-SOUTHWEST OF
 NF0447'AN 18-INCH ELM TREE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 NF0447'DRIVE TO BARN, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0447'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0447'PROJECTING 2 INCHES.
 NF0447
 NF0447                          STATION RECOVERY (1979)
 NF0447
 NF0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0447'MARK NOT FOUND.
 NF0447
 NF0447                          STATION RECOVERY (1985)
 NF0447
 NF0447'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0957 ***********************************************************************
 NF0957  DESIGNATION -  A 170
 NF0957  PID         -  NF0957
 NF0957  STATE/COUNTY-  MI/ALLEGAN
 NF0957  USGS QUAD   -  MARTIN (1982)
 NF0957
 NF0957                         *CURRENT SURVEY CONTROL
 NF0957  ___________________________________________________________________
 NF0957* NAD 83(1986)-  42 32 13.     (N)    085 39 01.     (W)     SCALED    
 NF0957* NAVD 88     -       250.438  (meters)     821.65   (feet)  ADJUSTED  
 NF0957  ___________________________________________________________________
 NF0957  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NF0957  DYNAMIC HT  -         250.366 (meters)     821.41  (feet)  COMP
 NF0957  MODELED GRAV-     980,330.0   (mgal)                       NAVD 88
 NF0957
 NF0957  VERT ORDER  -  SECOND    CLASS 0
 NF0957
 NF0957.The horizontal coordinates were scaled from a topographic map and have
 NF0957.an estimated accuracy of +/- 6 seconds.
 NF0957
 NF0957.The orthometric height was determined by differential leveling
 NF0957.and adjusted by the National Geodetic Survey in June 1991..
 NF0957
 NF0957.The geoid height was determined by GEOID03.
 NF0957
 NF0957.The dynamic height is computed by dividing the NAVD 88
 NF0957.geopotential number by the normal gravity value computed on the
 NF0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0957.degrees latitude (g = 980.6199 gals.).
 NF0957
 NF0957.The modeled gravity was interpolated from observed gravity values.
 NF0957
 NF0957;                    North         East    Units  Estimated Accuracy
 NF0957;SPC MI S     -   115,990.    3,894,560.      MT  (+/- 180 meters Scaled)
 NF0957
 NF0957                          SUPERSEDED SURVEY CONTROL
 NF0957
 NF0957  NGVD 29 (??/??/92)  250.566  (m)          822.07   (f) ADJ UNCH    2 0
 NF0957
 NF0957.Superseded values are not recommended for survey control.
 NF0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0957.See file dsdata.txt to determine how the superseded data were derived.
 NF0957
 NF0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN108102(NAD 83)
 NF0957_MARKER: DB = BENCH MARK DISK
 NF0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0957_STAMPING: A 170 1948
 NF0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0957+STABILITY: SURFACE MOTION
 NF0957
 NF0957  HISTORY     - Date     Condition        Report By
 NF0957  HISTORY     - 1948     MONUMENTED       CGS
 NF0957  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0957  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0957
 NF0957                          STATION DESCRIPTION
 NF0957
 NF0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0957'AT MARTIN.
 NF0957'AT MARTIN, 0.5 MILE WEST ALONG STATE HIGHWAY 118 FROM THE JUNCTION
 NF0957'OF U.S. HIGHWAY 131, 107 YARDS EAST OF THE WEST CITY LIMITS OF
 NF0957'MARTIN, 0.3 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD NORTH,
 NF0957'31 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 149 FEET EAST OF
 NF0957'A DRIVE TO A FARMHOUSE, 1 FOOT NORTH OF THE R/W FENCE, 2 FEET
 NF0957'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 NF0957'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0957
 NF0957                          STATION RECOVERY (1997)
 NF0957
 NF0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0858 ***********************************************************************
 NF0858  DESIGNATION -  A 171
 NF0858  PID         -  NF0858
 NF0858  STATE/COUNTY-  MI/ALLEGAN
 NF0858  USGS QUAD   -  ALLEGAN (1981)
 NF0858
 NF0858                         *CURRENT SURVEY CONTROL
 NF0858  ___________________________________________________________________
 NF0858* NAD 83(1986)-  42 31 22.     (N)    085 46 47.     (W)     SCALED    
 NF0858* NAVD 88     -       219.443  (meters)     719.96   (feet)  ADJUSTED  
 NF0858  ___________________________________________________________________
 NF0858  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0858  DYNAMIC HT  -         219.382 (meters)     719.76  (feet)  COMP
 NF0858  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 NF0858
 NF0858  VERT ORDER  -  SECOND    CLASS 0
 NF0858
 NF0858.The horizontal coordinates were scaled from a topographic map and have
 NF0858.an estimated accuracy of +/- 6 seconds.
 NF0858
 NF0858.The orthometric height was determined by differential leveling
 NF0858.and adjusted by the National Geodetic Survey in June 1991..
 NF0858
 NF0858.The geoid height was determined by GEOID03.
 NF0858
 NF0858.The dynamic height is computed by dividing the NAVD 88
 NF0858.geopotential number by the normal gravity value computed on the
 NF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0858.degrees latitude (g = 980.6199 gals.).
 NF0858
 NF0858.The modeled gravity was interpolated from observed gravity values.
 NF0858
 NF0858;                    North         East    Units  Estimated Accuracy
 NF0858;SPC MI S     -   114,580.    3,883,900.      MT  (+/- 180 meters Scaled)
 NF0858
 NF0858                          SUPERSEDED SURVEY CONTROL
 NF0858
 NF0858  NGVD 29 (??/??/92)  219.577  (m)          720.40   (f) ADJ UNCH    2 0
 NF0858
 NF0858.Superseded values are not recommended for survey control.
 NF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0858.See file dsdata.txt to determine how the superseded data were derived.
 NF0858
 NF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN002085(NAD 83)
 NF0858_MARKER: DB = BENCH MARK DISK
 NF0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0858_STAMPING: A 171 1948
 NF0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0858+STABILITY: SURFACE MOTION
 NF0858
 NF0858  HISTORY     - Date     Condition        Report By
 NF0858  HISTORY     - 1948     MONUMENTED       CGS
 NF0858  HISTORY     - 1975     GOOD             LOCENG
 NF0858  HISTORY     - 19970308 GOOD             USPSQD
 NF0858  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0858
 NF0858                          STATION DESCRIPTION
 NF0858
 NF0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0858'4.6 MI SE FROM ALLEGAN.
 NF0858'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE
 NF0858'OVER KALAMAZOO RIVER AT ALLEGAN, THENCE ABOUT 1.0 MILE SOUTH
 NF0858'ALONG A GRAVEL ROAD, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF
 NF0858'THE NEW YORK CENTRAL RAILROAD, AT A JOGGED CROSSROAD, 23 FEET
 NF0858'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 70 FEET NORTH
 NF0858'OF THE CENTER LINE OF THE ROAD EAST, 43 FEET NORTH OF A FENCE
 NF0858'CORNER, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE
 NF0858'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 NF0858'OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0858
 NF0858                          STATION RECOVERY (1975)
 NF0858
 NF0858'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0858'RECOVERED IN GOOD CONDITION.
 NF0858
 NF0858                          STATION RECOVERY (1997)
 NF0858
 NF0858'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0858'RECOVERED IN GOOD CONDITION.
 NF0858
 NF0858                          STATION RECOVERY (1997)
 NF0858
 NF0858'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0858'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0932 ***********************************************************************
 NF0932  DESIGNATION -  A 172
 NF0932  PID         -  NF0932
 NF0932  STATE/COUNTY-  MI/ALLEGAN
 NF0932  USGS QUAD   -  WAYLAND (1982)
 NF0932
 NF0932                         *CURRENT SURVEY CONTROL
 NF0932  ___________________________________________________________________
 NF0932* NAD 83(1986)-  42 38 17.     (N)    085 42 14.     (W)     SCALED    
 NF0932* NAVD 88     -       222.308  (meters)     729.36   (feet)  ADJUSTED  
 NF0932  ___________________________________________________________________
 NF0932  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0932  DYNAMIC HT  -         222.246 (meters)     729.15  (feet)  COMP
 NF0932  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NF0932
 NF0932  VERT ORDER  -  SECOND    CLASS 0
 NF0932
 NF0932.The horizontal coordinates were scaled from a topographic map and have
 NF0932.an estimated accuracy of +/- 6 seconds.
 NF0932
 NF0932.The orthometric height was determined by differential leveling
 NF0932.and adjusted by the National Geodetic Survey in June 1991..
 NF0932
 NF0932.The geoid height was determined by GEOID03.
 NF0932
 NF0932.The dynamic height is computed by dividing the NAVD 88
 NF0932.geopotential number by the normal gravity value computed on the
 NF0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0932.degrees latitude (g = 980.6199 gals.).
 NF0932
 NF0932.The modeled gravity was interpolated from observed gravity values.
 NF0932
 NF0932;                    North         East    Units  Estimated Accuracy
 NF0932;SPC MI S     -   127,280.    3,890,340.      MT  (+/- 180 meters Scaled)
 NF0932
 NF0932                          SUPERSEDED SURVEY CONTROL
 NF0932
 NF0932  NGVD 29 (??/??/92)  222.441  (m)          729.79   (f) ADJ UNCH    2 0
 NF0932
 NF0932.Superseded values are not recommended for survey control.
 NF0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0932.See file dsdata.txt to determine how the superseded data were derived.
 NF0932
 NF0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN062214(NAD 83)
 NF0932_MARKER: DB = BENCH MARK DISK
 NF0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0932_STAMPING: A 172 1948
 NF0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0932+STABILITY: SURFACE MOTION
 NF0932
 NF0932  HISTORY     - Date     Condition        Report By
 NF0932  HISTORY     - 1948     MONUMENTED       CGS
 NF0932  HISTORY     - 1989     GOOD             USPSQD
 NF0932  HISTORY     - 19971011 GOOD             USPSQD
 NF0932
 NF0932                          STATION DESCRIPTION
 NF0932
 NF0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0932'3.6 MI NW FROM BRADLEY.
 NF0932'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE
 NF0932'AT BRADLEY, THENCE ABOUT 3.1 MILES WEST ALONG A COUNTY ROAD, ABOUT
 NF0932'0.35 MILE EAST OF A LARGE CEMETERY, ON THE WEST SIDE OF LAWN AT
 NF0932'DISTRICT NO. 2 SCHOOL, 65 FEET SOUTH OF THE CENTER LINE OF THE
 NF0932'ROAD, 38 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 NF0932'SCHOOL, 54 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 NF0932'8 FEET NORTH-NORTHWEST OF A 24-INCH TREE, 32 FEET SOUTH OF A FENCE
 NF0932'CORNER, 2 FEET EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE
 NF0932'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 NF0932'A CONCRETE POST PROJECTING 4 INCHES.
 NF0932
 NF0932                          STATION RECOVERY (1989)
 NF0932
 NF0932'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0932'RECOVERED IN GOOD CONDITION.
 NF0932
 NF0932                          STATION RECOVERY (1997)
 NF0932
 NF0932'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0932'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0917 ***********************************************************************
 NF0917  DESIGNATION -  A 173
 NF0917  PID         -  NF0917
 NF0917  STATE/COUNTY-  MI/ALLEGAN
 NF0917  USGS QUAD   -  MILLGROVE (1981)
 NF0917
 NF0917                         *CURRENT SURVEY CONTROL
 NF0917  ___________________________________________________________________
 NF0917* NAD 83(1986)-  42 37 23.     (N)    085 56 16.     (W)     SCALED    
 NF0917* NAVD 88     -       212.093  (meters)     695.84   (feet)  ADJUSTED  
 NF0917  ___________________________________________________________________
 NF0917  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF0917  DYNAMIC HT  -         212.037 (meters)     695.66  (feet)  COMP
 NF0917  MODELED GRAV-     980,352.5   (mgal)                       NAVD 88
 NF0917
 NF0917  VERT ORDER  -  SECOND    CLASS 0
 NF0917
 NF0917.The horizontal coordinates were scaled from a topographic map and have
 NF0917.an estimated accuracy of +/- 6 seconds.
 NF0917
 NF0917.The orthometric height was determined by differential leveling
 NF0917.and adjusted by the National Geodetic Survey in June 1991..
 NF0917
 NF0917.The geoid height was determined by GEOID03.
 NF0917
 NF0917.The dynamic height is computed by dividing the NAVD 88
 NF0917.geopotential number by the normal gravity value computed on the
 NF0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0917.degrees latitude (g = 980.6199 gals.).
 NF0917
 NF0917.The modeled gravity was interpolated from observed gravity values.
 NF0917
 NF0917;                    North         East    Units  Estimated Accuracy
 NF0917;SPC MI S     -   125,950.    3,871,130.      MT  (+/- 180 meters Scaled)
 NF0917
 NF0917                          SUPERSEDED SURVEY CONTROL
 NF0917
 NF0917  NGVD 29 (??/??/92)  212.229  (m)          696.29   (f) ADJ UNCH    2 0
 NF0917
 NF0917.Superseded values are not recommended for survey control.
 NF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0917.See file dsdata.txt to determine how the superseded data were derived.
 NF0917
 NF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN871195(NAD 83)
 NF0917_MARKER: DB = BENCH MARK DISK
 NF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0917_STAMPING: A 173 1948
 NF0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0917+STABILITY: SURFACE MOTION
 NF0917
 NF0917  HISTORY     - Date     Condition        Report By
 NF0917  HISTORY     - 1948     MONUMENTED       CGS
 NF0917  HISTORY     - 1957     MARK NOT FOUND   USGS
 NF0917  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0917
 NF0917                          STATION DESCRIPTION
 NF0917
 NF0917'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 NF0917'5.8 MI SE FROM HAMILTON.
 NF0917'4.1 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 NF0917'AT HAMILTON, THENCE 1.65 MILES EAST ALONG A GRAVEL ROAD, 1.0
 NF0917'MILE EAST OF THE CROSSING OF THE CHESAPEAKE AND OHIO RAILWAY,
 NF0917'0.55 MILE EAST OF A CROSSROAD, 0.95 MILE WEST OF A CROSSROAD,
 NF0917'SET ON THE EAST SLOPE OF A LOW GRADE, AND AT THE EAST END OF A
 NF0917'4-FOOT CUT, 29 FEET NORTH OF THE CENTERLINE OF THE ROAD, 63
 NF0917'FEET NORTHEAST AND ACROSS THE ROAD FROM A 14-INCH ELM TREE, 88
 NF0917'FEET NORTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE
 NF0917'WITH BRACE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0917'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0917'PROJECTING 6 INCHES.
 NF0917
 NF0917                          STATION RECOVERY (1997)
 NF0917
 NF0917'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0641 ***********************************************************************
 NF0641  DESIGNATION -  A 174
 NF0641  PID         -  NF0641
 NF0641  STATE/COUNTY-  MI/VAN BUREN
 NF0641  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0641
 NF0641                         *CURRENT SURVEY CONTROL
 NF0641  ___________________________________________________________________
 NF0641* NAD 83(1986)-  42 23 51.     (N)    085 57 26.     (W)     SCALED    
 NF0641* NAVD 88     -       228.633  (meters)     750.11   (feet)  ADJUSTED  
 NF0641  ___________________________________________________________________
 NF0641  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0641  DYNAMIC HT  -         228.570 (meters)     749.90  (feet)  COMP
 NF0641  MODELED GRAV-     980,339.9   (mgal)                       NAVD 88
 NF0641
 NF0641  VERT ORDER  -  FIRST     CLASS II
 NF0641
 NF0641.The horizontal coordinates were scaled from a topographic map and have
 NF0641.an estimated accuracy of +/- 6 seconds.
 NF0641
 NF0641.The orthometric height was determined by differential leveling
 NF0641.and adjusted by the National Geodetic Survey in June 1991..
 NF0641.WARNING-Repeat measurements at this control monument indicate possible
 NF0641.vertical movement.
 NF0641
 NF0641.The geoid height was determined by GEOID03.
 NF0641
 NF0641.The dynamic height is computed by dividing the NAVD 88
 NF0641.geopotential number by the normal gravity value computed on the
 NF0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0641.degrees latitude (g = 980.6199 gals.).
 NF0641
 NF0641.The modeled gravity was interpolated from observed gravity values.
 NF0641
 NF0641;                    North         East    Units  Estimated Accuracy
 NF0641;SPC MI S     -   100,930.    3,869,060.      MT  (+/- 180 meters Scaled)
 NF0641
 NF0641                          SUPERSEDED SURVEY CONTROL
 NF0641
 NF0641  NGVD 29 (01/19/93)  228.774  (m)          750.57   (f) ADJUSTED    1 2
 NF0641
 NF0641.Superseded values are not recommended for survey control.
 NF0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0641.See file dsdata.txt to determine how the superseded data were derived.
 NF0641
 NF0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM858944(NAD 83)
 NF0641_MARKER: DB = BENCH MARK DISK
 NF0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0641_SP_SET: CONCRETE POST
 NF0641_STAMPING: A 174 1948
 NF0641_MARK LOGO: CGS   
 NF0641_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0641+STABILITY: SURFACE MOTION
 NF0641
 NF0641  HISTORY     - Date     Condition        Report By
 NF0641  HISTORY     - 1948     MONUMENTED       CGS
 NF0641  HISTORY     - 1984     GOOD             NGS
 NF0641  HISTORY     - 1989     GOOD             USPSQD
 NF0641
 NF0641                          STATION DESCRIPTION
 NF0641
 NF0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0641'1 MI N FROM BLOOMINGDALE.
 NF0641'1.0 MILE NORTH ALONG A BLACK TOP ROAD LEADING TO CHESHIRE FROM
 NF0641'THE MICHIGAN CENTRAL RAILROAD STATION AT BLOOMINGDALE, AT AN
 NF0641'EAST-WEST CROSS ROAD, 174 FEET EAST OF THE CENTER LINE OF THE
 NF0641'BLACK TOP ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE CROSS
 NF0641'ROAD, 1.5 FEET SOUTH OF A FENCE LINE, 142 FEET EAST OF A
 NF0641'FENCE CORNER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NF0641'BELOW THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST
 NF0641'PROJECTING 4 INCHES.
 NF0641
 NF0641                          STATION RECOVERY (1984)
 NF0641
 NF0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0641'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE BLACK
 NF0641'TOP ROAD MENTIONED IN THE OLD DESCRIPTION IS NOW COUNTY ROAD 665.
 NF0641'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF0641'THE MARK IS 0.3 M BELOW A GRAVELED ROAD.
 NF0641
 NF0641                          STATION RECOVERY (1989)
 NF0641
 NF0641'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0514 ***********************************************************************
 NF0514  DESIGNATION -  A 175
 NF0514  PID         -  NF0514
 NF0514  STATE/COUNTY-  MI/BARRY
 NF0514  USGS QUAD   -  DELTON (1985)
 NF0514
 NF0514                         *CURRENT SURVEY CONTROL
 NF0514  ___________________________________________________________________
 NF0514* NAD 83(1986)-  42 27 29.     (N)    085 28 09.     (W)     SCALED    
 NF0514* NAVD 88     -       289.472  (meters)     949.71   (feet)  ADJUSTED  
 NF0514  ___________________________________________________________________
 NF0514  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF0514  DYNAMIC HT  -         289.383 (meters)     949.42  (feet)  COMP
 NF0514  MODELED GRAV-     980,308.8   (mgal)                       NAVD 88
 NF0514
 NF0514  VERT ORDER  -  SECOND    CLASS 0
 NF0514
 NF0514.The horizontal coordinates were scaled from a topographic map and have
 NF0514.an estimated accuracy of +/- 6 seconds.
 NF0514
 NF0514.The orthometric height was determined by differential leveling
 NF0514.and adjusted by the National Geodetic Survey in June 1991..
 NF0514
 NF0514.The geoid height was determined by GEOID03.
 NF0514
 NF0514.The dynamic height is computed by dividing the NAVD 88
 NF0514.geopotential number by the normal gravity value computed on the
 NF0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0514.degrees latitude (g = 980.6199 gals.).
 NF0514
 NF0514.The modeled gravity was interpolated from observed gravity values.
 NF0514
 NF0514;                    North         East    Units  Estimated Accuracy
 NF0514;SPC MI S     -   107,010.    3,909,320.      MT  (+/- 180 meters Scaled)
 NF0514
 NF0514                          SUPERSEDED SURVEY CONTROL
 NF0514
 NF0514  NGVD 29 (??/??/92)  289.595  (m)          950.11   (f) ADJ UNCH    2 0
 NF0514
 NF0514.Superseded values are not recommended for survey control.
 NF0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0514.See file dsdata.txt to determine how the superseded data were derived.
 NF0514
 NF0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258017(NAD 83)
 NF0514_MARKER: DB = BENCH MARK DISK
 NF0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0514_STAMPING: A 175 1948
 NF0514_MARK LOGO: CGS   
 NF0514_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0514+STABILITY: SURFACE MOTION
 NF0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0514+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NF0514
 NF0514  HISTORY     - Date     Condition        Report By
 NF0514  HISTORY     - 1948     MONUMENTED       CGS
 NF0514  HISTORY     - 19940312 GOOD             LOCENG
 NF0514  HISTORY     - 19940312 GOOD             LOCENG
 NF0514  HISTORY     - 19940312 GOOD             MI-015
 NF0514  HISTORY     - 19970311 GOOD             USPSQD
 NF0514  HISTORY     - 20041023 GOOD             USPSQD
 NF0514
 NF0514                          STATION DESCRIPTION
 NF0514
 NF0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0514'0.7 MI W FROM MILO.
 NF0514'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE MILO SCHOOL AND ROAD
 NF0514'JUNCTION AT MILO, AT THE TOP OF A GRADE, 25 FEET NORTH OF THE
 NF0514'CENTER LINE OF THE ROAD, 1.3 FEET SOUTH OF A FENCE LINE, 12
 NF0514'FEET WEST OF THE CENTER OF A GAP, 14 FEET EAST OF A 22-INCH HICKORY
 NF0514'TREE AND USGS BM 951.5, 2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0514'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0514'POST PROJECTING 4 INCHES.
 NF0514
 NF0514                          STATION RECOVERY (1994)
 NF0514
 NF0514'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0514'THE HICKORY TREE AND USGS BENCH MARK MENTIONED IN OLD DESCRIPTION ARE
 NF0514'GONE.  STATION IS 17.0 FT (5.2 M) WESTERLY OF CENTERLINE OF DRIVEWAY
 NF0514'TO HOUSE NUMBER 9290, 42.0 FT (12.8 M) WESTERLY OF POWER POLE AND 24.0
 NF0514'FT (7.3 M) NORTHERLY OF ROAD CONTERLINE.
 NF0514
 NF0514                          STATION RECOVERY (1994)
 NF0514
 NF0514'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0514'THE HICKORY TREE AND USGS BENCH MARK MENTIONED IN OLD DESCRIPTION ARE
 NF0514'GONE.  STATION IS 17.0 FT (5.2 M) WESTERLY OF CENTERLINE OF DRIVEWAY
 NF0514'TO HOUSE NUMBER 9290, 42.0 FT (12.8 M) WESTERLY OF POWER POLE AND 24.0
 NF0514'FT (7.3 M) NORTHERLY OF ROAD CENTERLINE.
 NF0514
 NF0514                          STATION RECOVERY (1994)
 NF0514
 NF0514'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0514'RECOVERED IN GOOD CONDITION.  NOTE-- CHANGES. 17.0 FEET WESTERLY OF
 NF0514'CENTERLINE DRIVEWAY FO HOUSE NUMBER 9290, 42.0 FEET WESTERLY OF POWER
 NF0514'POLE, AND 24.0 FEET NORTHERLY OF ROAD CENTERLINE. LOCATED IN THE
 NF0514'NORTHEAST 1/4 OF SECTION 22, PRAIRIEVILLE TOWNSHIP.
 NF0514
 NF0514                          STATION RECOVERY (1997)
 NF0514
 NF0514'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0514'RECOVERED IN GOOD CONDITION.
 NF0514
 NF0514                          STATION RECOVERY (2004)
 NF0514
 NF0514'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0514'CARSONITE WITNESS POST ON NORTH SIDE OF CONCRETE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0842 ***********************************************************************
 NF0842  DESIGNATION -  A 176
 NF0842  PID         -  NF0842
 NF0842  STATE/COUNTY-  MI/ALLEGAN
 NF0842  USGS QUAD   -  ORANGEVILLE (1982)
 NF0842
 NF0842                         *CURRENT SURVEY CONTROL
 NF0842  ___________________________________________________________________
 NF0842* NAD 83(1986)-  42 35 39.     (N)    085 37 02.     (W)     SCALED    
 NF0842* NAVD 88     -       251.527  (meters)     825.22   (feet)  ADJUSTED  
 NF0842  ___________________________________________________________________
 NF0842  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NF0842  DYNAMIC HT  -         251.455 (meters)     824.98  (feet)  COMP
 NF0842  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 NF0842
 NF0842  VERT ORDER  -  SECOND    CLASS 0
 NF0842
 NF0842.The horizontal coordinates were scaled from a topographic map and have
 NF0842.an estimated accuracy of +/- 6 seconds.
 NF0842
 NF0842.The orthometric height was determined by differential leveling
 NF0842.and adjusted by the National Geodetic Survey in June 1991..
 NF0842
 NF0842.The geoid height was determined by GEOID03.
 NF0842
 NF0842.The dynamic height is computed by dividing the NAVD 88
 NF0842.geopotential number by the normal gravity value computed on the
 NF0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0842.degrees latitude (g = 980.6199 gals.).
 NF0842
 NF0842.The modeled gravity was interpolated from observed gravity values.
 NF0842
 NF0842;                    North         East    Units  Estimated Accuracy
 NF0842;SPC MI S     -   122,300.    3,897,370.      MT  (+/- 180 meters Scaled)
 NF0842
 NF0842                          SUPERSEDED SURVEY CONTROL
 NF0842
 NF0842  NGVD 29 (??/??/92)  251.654  (m)          825.63   (f) ADJ UNCH    2 0
 NF0842
 NF0842.Superseded values are not recommended for survey control.
 NF0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0842.See file dsdata.txt to determine how the superseded data were derived.
 NF0842
 NF0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN134166(NAD 83)
 NF0842_MARKER: DB = BENCH MARK DISK
 NF0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0842_STAMPING: A 176 1948
 NF0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0842+STABILITY: SURFACE MOTION
 NF0842
 NF0842  HISTORY     - Date     Condition        Report By
 NF0842  HISTORY     - 1948     MONUMENTED       CGS
 NF0842  HISTORY     - 19971011 GOOD             USPSQD
 NF0842
 NF0842                          STATION DESCRIPTION
 NF0842
 NF0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0842'1 MI E FROM SHELBYVILLE.
 NF0842'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0842'RAILROAD STATION AT SHELBYVILLE, ABOUT 0.25 MILE WEST OF A
 NF0842'NORTH-SOUTH CROSSROAD, ABOUT 0.2 MILE EAST OF A TELEPHONE CABLE
 NF0842'LINE CROSSING ROAD, NEAR THE TOP OF A GRADE, 28 FEET SOUTH OF THE
 NF0842'CENTER LINE OF THE ROAD, 6 FEET WEST OF A TELEPHONE POLE, 2 FEET
 NF0842'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 NF0842'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0842
 NF0842                          STATION RECOVERY (1997)
 NF0842
 NF0842'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0842'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0852 ***********************************************************************
 NF0852  DESIGNATION -  A 178
 NF0852  PID         -  NF0852
 NF0852  STATE/COUNTY-  MI/ALLEGAN
 NF0852  USGS QUAD   -  WAYLAND (1982)
 NF0852
 NF0852                         *CURRENT SURVEY CONTROL
 NF0852  ___________________________________________________________________
 NF0852* NAD 83(1986)-  42 43 29.     (N)    085 38 39.     (W)     SCALED    
 NF0852* NAVD 88     -       232.352  (meters)     762.31   (feet)  ADJUSTED  
 NF0852  ___________________________________________________________________
 NF0852  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0852  DYNAMIC HT  -         232.287 (meters)     762.09  (feet)  COMP
 NF0852  MODELED GRAV-     980,336.1   (mgal)                       NAVD 88
 NF0852
 NF0852  VERT ORDER  -  SECOND    CLASS 0
 NF0852
 NF0852.The horizontal coordinates were scaled from a topographic map and have
 NF0852.an estimated accuracy of +/- 6 seconds.
 NF0852
 NF0852.The orthometric height was determined by differential leveling
 NF0852.and adjusted by the National Geodetic Survey in June 1991..
 NF0852
 NF0852.The geoid height was determined by GEOID03.
 NF0852
 NF0852.The dynamic height is computed by dividing the NAVD 88
 NF0852.geopotential number by the normal gravity value computed on the
 NF0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0852.degrees latitude (g = 980.6199 gals.).
 NF0852
 NF0852.The modeled gravity was interpolated from observed gravity values.
 NF0852
 NF0852;                    North         East    Units  Estimated Accuracy
 NF0852;SPC MI S     -   136,830.    3,895,380.      MT  (+/- 180 meters Scaled)
 NF0852
 NF0852                          SUPERSEDED SURVEY CONTROL
 NF0852
 NF0852  NGVD 29 (??/??/92)  232.482  (m)          762.73   (f) ADJ UNCH    2 0
 NF0852
 NF0852.Superseded values are not recommended for survey control.
 NF0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0852.See file dsdata.txt to determine how the superseded data were derived.
 NF0852
 NF0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN110311(NAD 83)
 NF0852_MARKER: DB = BENCH MARK DISK
 NF0852_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF0852_SP_SET: BRIDGE ABUTMENT
 NF0852_STAMPING: A 178 1948
 NF0852_MARK LOGO: CGS   
 NF0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0852
 NF0852  HISTORY     - Date     Condition        Report By
 NF0852  HISTORY     - 1948     MONUMENTED       CGS
 NF0852  HISTORY     - 1975     GOOD             LOCENG
 NF0852  HISTORY     - 1987     GOOD             USPSQD
 NF0852  HISTORY     - 1989     GOOD             USPSQD
 NF0852  HISTORY     - 19930623 GOOD             LOCSUR
 NF0852
 NF0852                          STATION DESCRIPTION
 NF0852
 NF0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0852'2.3 MI W FROM CORNING.
 NF0852'ABOUT 2.3 MILES WEST ALONG COUNTY ROAD 442 FROM THE SCHOOL
 NF0852'AND CROSSROADS AT CORNING, ABOUT 0.45 MILE EAST OF THE
 NF0852'INTERSECTION OF U.S. HIGHWAY 131, SET IN THE TOP OF THE NORTH
 NF0852'END OF THE WEST ABUTMENT OF A 20-FOOT CONCRETE BRIDGE OVER A
 NF0852'CREEK, 15 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT
 NF0852'NORTH OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE ROAD.
 NF0852'MARK MAY BE REACHED FROM MOLINE, ALLEGAN COUNTY BY GOING ABOUT
 NF0852'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION,
 NF0852'THENCE ABOUT 0.85 MILE EAST ALONG COUNTY ROAD 442.
 NF0852
 NF0852                          STATION RECOVERY (1975)
 NF0852
 NF0852'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (1987)
 NF0852
 NF0852'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (1989)
 NF0852
 NF0852'RECOVERY NOTE BY US POWER SQUADRON 1989 (HAN)
 NF0852'RECOVERED IN GOOD CONDITION.
 NF0852
 NF0852                          STATION RECOVERY (1993)
 NF0852
 NF0852'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF0852'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0316 ***********************************************************************
 MC0316  DESIGNATION -  A 179 X
 MC0316  PID         -  MC0316
 MC0316  STATE/COUNTY-  MI/MONROE
 MC0316  USGS QUAD   -  MONROE (1979)
 MC0316
 MC0316                         *CURRENT SURVEY CONTROL
 MC0316  ___________________________________________________________________
 MC0316* NAD 83(1986)-  41 54 58.     (N)    083 23 40.     (W)     SCALED    
 MC0316* NAVD 88     -       181.117  (meters)     594.21   (feet)  ADJUSTED  
 MC0316  ___________________________________________________________________
 MC0316  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0316  DYNAMIC HT  -         181.052 (meters)     594.00  (feet)  COMP
 MC0316  MODELED GRAV-     980,259.9   (mgal)                       NAVD 88
 MC0316
 MC0316  VERT ORDER  -  FIRST     CLASS II
 MC0316
 MC0316.The horizontal coordinates were scaled from a topographic map and have
 MC0316.an estimated accuracy of +/- 6 seconds.
 MC0316
 MC0316.The orthometric height was determined by differential leveling
 MC0316.and adjusted by the National Geodetic Survey in June 1991..
 MC0316
 MC0316.The geoid height was determined by GEOID03.
 MC0316
 MC0316.The dynamic height is computed by dividing the NAVD 88
 MC0316.geopotential number by the normal gravity value computed on the
 MC0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0316.degrees latitude (g = 980.6199 gals.).
 MC0316
 MC0316.The modeled gravity was interpolated from observed gravity values.
 MC0316
 MC0316;                    North         East    Units  Estimated Accuracy
 MC0316;SPC MI S     -    46,690.    4,080,660.      MT  (+/- 180 meters Scaled)
 MC0316
 MC0316                          SUPERSEDED SURVEY CONTROL
 MC0316
 MC0316  NGVD 29 (??/??/92)  181.284  (m)          594.76   (f) ADJ UNCH    1 2
 MC0316
 MC0316.Superseded values are not recommended for survey control.
 MC0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0316.See file dsdata.txt to determine how the superseded data were derived.
 MC0316
 MC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG014432(NAD 83)
 MC0316_MARKER: DB = BENCH MARK DISK
 MC0316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0316_SP_SET: BRIDGE
 MC0316_STAMPING: A 179 X 1954
 MC0316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0316
 MC0316  HISTORY     - Date     Condition        Report By
 MC0316  HISTORY     - 1954     MONUMENTED       CGS
 MC0316  HISTORY     - 1968     GOOD             NGS
 MC0316  HISTORY     - 1980     GOOD             NGS
 MC0316  HISTORY     - 1983     GOOD             LOCSUR
 MC0316  HISTORY     - 1985     GOOD             USPSQD
 MC0316  HISTORY     - 1987     GOOD             USPSQD
 MC0316
 MC0316                          STATION DESCRIPTION
 MC0316
 MC0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0316'AT MONROE.
 MC0316'AT MONROE, AT THE NORTH CORNER OF THE INTERSECTION OF EAST FRONT
 MC0316'STREET AND SOUTH MACOMB STREET, SET VERTICALLY IN THE SOUTHWEST
 MC0316'END OF THE NORTHWEST CONCRETE GUARD RAIL OF THE MACOMB STREET
 MC0316'BRIDGE OVER THE RAISIN RIVER, 8 FEET NORTHWEST OF THE NORTHWEST
 MC0316'CURB OF MACOMB STREET AND 3 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 MC0316
 MC0316                          STATION RECOVERY (1980)
 MC0316
 MC0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (1983)
 MC0316
 MC0316'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (1985)
 MC0316
 MC0316'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0316'RECOVERED IN GOOD CONDITION.
 MC0316
 MC0316                          STATION RECOVERY (1987)
 MC0316
 MC0316'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0237 ***********************************************************************
 NF0237  DESIGNATION -  A 18
 NF0237  PID         -  NF0237
 NF0237  STATE/COUNTY-  MI/IONIA
 NF0237  USGS QUAD   -  PORTLAND NORTH (1978)
 NF0237
 NF0237                         *CURRENT SURVEY CONTROL
 NF0237  ___________________________________________________________________
 NF0237* NAD 83(1986)-  42 53 00.     (N)    084 54 52.     (W)     SCALED    
 NF0237* NAVD 88     -       231.053  (meters)     758.05   (feet)  ADJUSTED  
 NF0237  ___________________________________________________________________
 NF0237  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0237  DYNAMIC HT  -         230.989 (meters)     757.84  (feet)  COMP
 NF0237  MODELED GRAV-     980,340.1   (mgal)                       NAVD 88
 NF0237
 NF0237  VERT ORDER  -  FIRST     CLASS II
 NF0237
 NF0237.The horizontal coordinates were scaled from a topographic map and have
 NF0237.an estimated accuracy of +/- 6 seconds.
 NF0237
 NF0237.The orthometric height was determined by differential leveling
 NF0237.and adjusted by the National Geodetic Survey in June 1991..
 NF0237
 NF0237.The geoid height was determined by GEOID03.
 NF0237
 NF0237.The dynamic height is computed by dividing the NAVD 88
 NF0237.geopotential number by the normal gravity value computed on the
 NF0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0237.degrees latitude (g = 980.6199 gals.).
 NF0237
 NF0237.The modeled gravity was interpolated from observed gravity values.
 NF0237
 NF0237;                    North         East    Units  Estimated Accuracy
 NF0237;SPC MI S     -   153,800.    3,955,250.      MT  (+/- 180 meters Scaled)
 NF0237
 NF0237                          SUPERSEDED SURVEY CONTROL
 NF0237
 NF0237  NGVD 29 (??/??/92)  231.189  (m)          758.49   (f) ADJ UNCH    1 2
 NF0237
 NF0237.Superseded values are not recommended for survey control.
 NF0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0237.See file dsdata.txt to determine how the superseded data were derived.
 NF0237
 NF0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN703499(NAD 83)
 NF0237_MARKER: DB = BENCH MARK DISK
 NF0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0237_STAMPING: ELEV 758.493 FT A 18 1916
 NF0237_PROJECTION: FLUSH
 NF0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0237+STABILITY: SURFACE MOTION
 NF0237
 NF0237  HISTORY     - Date     Condition        Report By
 NF0237  HISTORY     - 1916     MONUMENTED       CGS
 NF0237  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0237
 NF0237                          STATION DESCRIPTION
 NF0237
 NF0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0237'0.7 MI NW FROM PORTLAND.
 NF0237'0.7 MILES NORTHWEST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 NF0237'STATION AT PORTLAND, IONIA COUNTY, AT A RAILWAY CROSSING, 35
 NF0237'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 40.5 FEET
 NF0237'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED
 NF0237'ELEV. 758.493 FT. A 18 1916 AND SET IN THE TOP OF A CONCRETE
 NF0237'POST PROJECTING ABOUT 11 INCHES ABOVE GROUND.
 NF0237
 NF0237                          STATION RECOVERY (1992)
 NF0237
 NF0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0237'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0489 ***********************************************************************
 NE0489  DESIGNATION -  A 180
 NE0489  PID         -  NE0489
 NE0489  STATE/COUNTY-  MI/MONROE
 NE0489  USGS QUAD   -  FLAT ROCK (1973)
 NE0489
 NE0489                         *CURRENT SURVEY CONTROL
 NE0489  ___________________________________________________________________
 NE0489* NAD 83(1986)-  42 01 25.     (N)    083 16 53.     (W)     SCALED    
 NE0489* NAVD 88     -       180.667  (meters)     592.74   (feet)  ADJUSTED  
 NE0489  ___________________________________________________________________
 NE0489  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 NE0489  DYNAMIC HT  -         180.605 (meters)     592.53  (feet)  COMP
 NE0489  MODELED GRAV-     980,273.9   (mgal)                       NAVD 88
 NE0489
 NE0489  VERT ORDER  -  FIRST     CLASS I
 NE0489
 NE0489.The horizontal coordinates were scaled from a topographic map and have
 NE0489.an estimated accuracy of +/- 6 seconds.
 NE0489
 NE0489.The orthometric height was determined by differential leveling
 NE0489.and adjusted by the National Geodetic Survey in June 1991..
 NE0489.WARNING-Repeat measurements at this control monument indicate possible
 NE0489.vertical movement.
 NE0489
 NE0489.The geoid height was determined by GEOID03.
 NE0489
 NE0489.The dynamic height is computed by dividing the NAVD 88
 NE0489.geopotential number by the normal gravity value computed on the
 NE0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0489.degrees latitude (g = 980.6199 gals.).
 NE0489
 NE0489.The modeled gravity was interpolated from observed gravity values.
 NE0489
 NE0489;                    North         East    Units  Estimated Accuracy
 NE0489;SPC MI S     -    58,740.    4,089,880.      MT  (+/- 180 meters Scaled)
 NE0489
 NE0489                          SUPERSEDED SURVEY CONTROL
 NE0489
 NE0489  NGVD 29 (??/??/92)  180.834  (m)          593.29   (f) ADJ UNCH    1 1
 NE0489
 NE0489.Superseded values are not recommended for survey control.
 NE0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0489.See file dsdata.txt to determine how the superseded data were derived.
 NE0489
 NE0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG111549(NAD 83)
 NE0489_MARKER: X = CHISELED CROSS
 NE0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0489_SP_SET: RAIL
 NE0489_STAMPING: A 180 1954
 NE0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0489
 NE0489  HISTORY     - Date     Condition        Report By
 NE0489  HISTORY     - 1954     MONUMENTED       DTSRR
 NE0489  HISTORY     - 1954     GOOD             NGS
 NE0489  HISTORY     - 1973     GOOD             NGS
 NE0489  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 NE0489
 NE0489                          STATION DESCRIPTION
 NE0489
 NE0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0489'3.6 MI SW FROM ROCKWOOD.
 NE0489'ABOUT 3.55 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0489'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0489'ABOUT 130 YARDS NORTHEAST OF CROSSING OF LABO ROAD, 36 1/2 FEET
 NE0489'NORTHWEST OF MILE POST 27, 51 FEET NORTHWEST OF NORTHWEST
 NE0489'RAIL OF NORTHWEST TRACK, 54 FEET SOUTHEAST OF SOUTHEAST RAIL
 NE0489'OF NEW YORK CENTRAL RAILROAD, SOUTHEAST AND ACROSS NYC RR FROM
 NE0489'TELEPHONE CABLE POLE NO. 1430, 46 FEET NORTHEAST OF A TELEPHONE
 NE0489'POLE, 40 FEET SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET
 NE0489'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET
 NE0489'BELOW LEVEL OF TRACK AND IS A CHISELED CROSS ON THE TOP OF THE
 NE0489'NORTHEAST PART OF A CONCRETE ENCASED 6-FOOT LENGTH OF RAIL
 NE0489'PROJECTING ABOUT 1 INCH.  THE POINT LEVELED TO IS THE CROSS
 NE0489'AND NOT THE HIGH POINT OF RAIL.
 NE0489
 NE0489                          STATION RECOVERY (1973)
 NE0489
 NE0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0489'RECOVERED IN GOOD CONDITION.
 NE0489
 NE0489                          STATION RECOVERY (1992)
 NE0489
 NE0489'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0602 ***********************************************************************
 NE0602  DESIGNATION -  A 181
 NE0602  PID         -  NE0602
 NE0602  STATE/COUNTY-  MI/WAYNE
 NE0602  USGS QUAD   -  DETROIT (1980)
 NE0602
 NE0602                         *CURRENT SURVEY CONTROL
 NE0602  ___________________________________________________________________
 NE0602* NAD 83(1986)-  42 17 37.     (N)    083 06 37.     (W)     SCALED    
 NE0602* NAVD 88     -       180.487  (meters)     592.15   (feet)  ADJUSTED  
 NE0602  ___________________________________________________________________
 NE0602  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0602  DYNAMIC HT  -         180.433 (meters)     591.97  (feet)  COMP
 NE0602  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 NE0602
 NE0602  VERT ORDER  -  FIRST     CLASS 0
 NE0602
 NE0602.The horizontal coordinates were scaled from a topographic map and have
 NE0602.an estimated accuracy of +/- 6 seconds.
 NE0602
 NE0602.The orthometric height was determined by differential leveling
 NE0602.and adjusted by the National Geodetic Survey in June 1991..
 NE0602.WARNING-Repeat measurements at this control monument indicate possible
 NE0602.vertical movement.
 NE0602
 NE0602.The geoid height was determined by GEOID03.
 NE0602
 NE0602.The dynamic height is computed by dividing the NAVD 88
 NE0602.geopotential number by the normal gravity value computed on the
 NE0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0602.degrees latitude (g = 980.6199 gals.).
 NE0602
 NE0602.The modeled gravity was interpolated from observed gravity values.
 NE0602
 NE0602;                    North         East    Units  Estimated Accuracy
 NE0602;SPC MI S     -    88,930.    4,103,610.      MT  (+/- 180 meters Scaled)
 NE0602
 NE0602                          SUPERSEDED SURVEY CONTROL
 NE0602
 NE0602  NGVD 29 (??/??/??)  180.660  (m)          592.72   (f) ADJUSTED    1 0
 NE0602
 NE0602.Superseded values are not recommended for survey control.
 NE0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0602.See file dsdata.txt to determine how the superseded data were derived.
 NE0602
 NE0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG260845(NAD 83)
 NE0602_MARKER: DB = BENCH MARK DISK
 NE0602_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0602_SP_SET: BUILDING
 NE0602_STAMPING: A 181 1954
 NE0602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0602
 NE0602  HISTORY     - Date     Condition        Report By
 NE0602  HISTORY     - 1954     MONUMENTED       CGS
 NE0602  HISTORY     - 1980     GOOD             NGS
 NE0602  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0602  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0602
 NE0602                          STATION DESCRIPTION
 NE0602
 NE0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0602'AT DETROIT.
 NE0602'AT DETROIT, IN THE SOUTH PART OF TOWN, ALONG WEST JEFFERSON
 NE0602'AVENUE, AT JUNCTION OF SOLVAY STREET LEADING NORTHWEST, 18 1/2
 NE0602'FEET NORTHWEST OF NORTHWEST CURB OF WEST JEFFERSON AVENUE, 67
 NE0602'FEET SOUTHWEST OF SOUTHEST CURB OF SOLVAY STREET LEADING
 NE0602'NORTHWEST, SET VERTICALLY IN THE SOUTHEAST FACE OF TWO-STORY
 NE0602'FIRE HOUSE NO. 29 BUILDING, 1 FOOT NORTHEAST OF SOUTH CORNER
 NE0602'OF BUILDING AND ABOUT 3 FEET ABOVE LEVEL OF SIDEWALK.
 NE0602
 NE0602                          STATION RECOVERY (1980)
 NE0602
 NE0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0602'RECOVERED IN GOOD CONDITION.
 NE0602
 NE0602                          STATION RECOVERY (1989)
 NE0602
 NE0602'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0602'MARK NOT FOUND.
 NE0602
 NE0602                          STATION RECOVERY (1999)
 NE0602
 NE0602'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0602'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0012 ***********************************************************************
 QJ0012  DESIGNATION -  A 183
 QJ0012  PID         -  QJ0012
 QJ0012  STATE/COUNTY-  MI/ALPENA
 QJ0012  USGS QUAD   -  ALPENA (1971)
 QJ0012
 QJ0012                         *CURRENT SURVEY CONTROL
 QJ0012  ___________________________________________________________________
 QJ0012* NAD 83(1986)-  45 03 41.     (N)    083 27 23.     (W)     SCALED    
 QJ0012* NAVD 88     -       183.577  (meters)     602.29   (feet)  ADJUSTED  
 QJ0012  ___________________________________________________________________
 QJ0012  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 QJ0012  DYNAMIC HT  -         183.564 (meters)     602.24  (feet)  COMP
 QJ0012  MODELED GRAV-     980,542.8   (mgal)                       NAVD 88
 QJ0012
 QJ0012  VERT ORDER  -  SECOND    CLASS 0
 QJ0012
 QJ0012.The horizontal coordinates were scaled from a topographic map and have
 QJ0012.an estimated accuracy of +/- 6 seconds.
 QJ0012
 QJ0012.The orthometric height was determined by differential leveling
 QJ0012.and adjusted by the National Geodetic Survey in June 1991..
 QJ0012
 QJ0012.The geoid height was determined by GEOID03.
 QJ0012
 QJ0012.The dynamic height is computed by dividing the NAVD 88
 QJ0012.geopotential number by the normal gravity value computed on the
 QJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0012.degrees latitude (g = 980.6199 gals.).
 QJ0012
 QJ0012.The modeled gravity was interpolated from observed gravity values.
 QJ0012
 QJ0012;                    North         East    Units  Estimated Accuracy
 QJ0012;SPC MI C     -   194,280.    6,071,690.      MT  (+/- 180 meters Scaled)
 QJ0012
 QJ0012                          SUPERSEDED SURVEY CONTROL
 QJ0012
 QJ0012  NGVD 29 (??/??/92)  183.722  (m)          602.76   (f) ADJ UNCH    2 0
 QJ0012
 QJ0012.Superseded values are not recommended for survey control.
 QJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0012.See file dsdata.txt to determine how the superseded data were derived.
 QJ0012
 QJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK066927(NAD 83)
 QJ0012_MARKER: DB = BENCH MARK DISK
 QJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0012_STAMPING: A 183 1966
 QJ0012_MARK LOGO: CGS   
 QJ0012_PROJECTION: FLUSH
 QJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0012+STABILITY: SURFACE MOTION
 QJ0012
 QJ0012  HISTORY     - Date     Condition        Report By
 QJ0012  HISTORY     - 1966     MONUMENTED       CGS
 QJ0012  HISTORY     - 1983     GOOD             NGS
 QJ0012  HISTORY     - 1984     GOOD             DMA
 QJ0012  HISTORY     - 19990515 GOOD             USPSQD
 QJ0012
 QJ0012                          STATION DESCRIPTION
 QJ0012
 QJ0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0012'AT ALPENA.
 QJ0012'THE MARK IS LOCATED 0.2 MILE WEST OF THE INTERSECTION OF STATE
 QJ0012'HIGHWAY 32 AND THE DETROIT AND MACINAC RAILROAD TRACKS IN THE
 QJ0012'CENTER OF A GRASS ISLAND IN A MICHIGAN STATE HIGHWAYS REST AREA.
 QJ0012'THE MARK IS 94 FEET SOUTHWEST OF THE CENTER OF THREE 4-FOOT
 QJ0012'WILLOW TREES, 88 FEET WEST OF THE CENTERLINE OF S. ELEVENTH
 QJ0012'STREET, 85.5 FEET SOUTH OF A DRINKING FOUNTAIN, 61 FEET EAST
 QJ0012'OF A BLAZED MAPLE TREE, AND 44 FEET NORTH OF THE CENTERLINE
 QJ0012'OF STATE HIGHWAY 32.  IT IS A STANDARD DISK SET IN TOP OF A
 QJ0012'9-INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED A 183
 QJ0012'1966.  NOTE-- THE MARK IS 0.7 MILE SOUTHWEST OF M 36 AND 0.85
 QJ0012'MILE EAST OF B 183.
 QJ0012
 QJ0012                          STATION RECOVERY (1983)
 QJ0012
 QJ0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0012'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 QJ0012'NOTE, THE OLD DETROIT AND MACKINAC RAILROAD STATION IS NOW LEASED BY
 QJ0012'THE LUDLOW BLOCK ICE SALES COMPANY.  NOTE, DELETE 94 FEET SOUTHWEST OF
 QJ0012'THE CENTER OF THREE 4-FOOT WILLOW TREES, DELETE 88 FEET WEST OF THE
 QJ0012'CENTERLINE OF SOUTH 11TH STREET, ADD 28.65 METERS (94.0 FT) WEST OF
 QJ0012'THE CENTERLINE OF SOUTH ELEVENTH STREET.
 QJ0012'THE MARK IS ABOVE LEVEL WITH GROUND.
 QJ0012
 QJ0012                          STATION RECOVERY (1984)
 QJ0012
 QJ0012'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 QJ0012'RECOVERED IN GOOD CONDITION.
 QJ0012
 QJ0012                          STATION RECOVERY (1999)
 QJ0012
 QJ0012'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0475 ***********************************************************************
 NE0475  DESIGNATION -  A 185
 NE0475  PID         -  NE0475
 NE0475  STATE/COUNTY-  MI/WAYNE
 NE0475  USGS QUAD   -  INKSTER (1983)
 NE0475
 NE0475                         *CURRENT SURVEY CONTROL
 NE0475  ___________________________________________________________________
 NE0475* NAD 83(1986)-  42 16 58.     (N)    083 21 46.     (W)     SCALED    
 NE0475* NAVD 88     -       198.145  (meters)     650.08   (feet)  ADJUSTED  
 NE0475  ___________________________________________________________________
 NE0475  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NE0475  DYNAMIC HT  -         198.086 (meters)     649.89  (feet)  COMP
 NE0475  MODELED GRAV-     980,317.0   (mgal)                       NAVD 88
 NE0475
 NE0475  VERT ORDER  -  SECOND    CLASS 0
 NE0475
 NE0475.The horizontal coordinates were scaled from a topographic map and have
 NE0475.an estimated accuracy of +/- 6 seconds.
 NE0475
 NE0475.The orthometric height was determined by differential leveling
 NE0475.and adjusted by the National Geodetic Survey in June 1991..
 NE0475
 NE0475.The geoid height was determined by GEOID03.
 NE0475
 NE0475.The dynamic height is computed by dividing the NAVD 88
 NE0475.geopotential number by the normal gravity value computed on the
 NE0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0475.degrees latitude (g = 980.6199 gals.).
 NE0475
 NE0475.The modeled gravity was interpolated from observed gravity values.
 NE0475
 NE0475;                    North         East    Units  Estimated Accuracy
 NE0475;SPC MI S     -    87,440.    4,082,800.      MT  (+/- 180 meters Scaled)
 NE0475
 NE0475                          SUPERSEDED SURVEY CONTROL
 NE0475
 NE0475  NGVD 29 (??/??/92)  198.283  (m)          650.53   (f) ADJ UNCH    2 0
 NE0475
 NE0475.Superseded values are not recommended for survey control.
 NE0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0475.See file dsdata.txt to determine how the superseded data were derived.
 NE0475
 NE0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG051838(NAD 83)
 NE0475_MARKER: DB = BENCH MARK DISK
 NE0475_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0475_SP_SET: RETAINING WALL
 NE0475_STAMPING: A 185 1958
 NE0475_MARK LOGO: CGS   
 NE0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0475+STABILITY: SURFACE MOTION
 NE0475
 NE0475  HISTORY     - Date     Condition        Report By
 NE0475  HISTORY     - 1958     MONUMENTED       CGS
 NE0475  HISTORY     - 1983     GOOD             LOCSUR
 NE0475  HISTORY     - 1985     GOOD             NGS
 NE0475  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0475
 NE0475                          STATION DESCRIPTION
 NE0475
 NE0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0475'AT WAYNE.
 NE0475'LOCATED AT WAYNE, WAYNE COUNTY, MICHIGAN.  THE MARK IS SET IN
 NE0475'A DRILL HOLE IN THE EAST END OF A CONCRETE RETAINING WALL
 NE0475'AT THE JUNCTION OF VENOY ROAD AND THE MICHIGAN CENTRAL (NYC)
 NE0475'RAILROAD, 59 FEET SOUTHEAST OF THE CENTER-LINE INTERSECTION OF
 NE0475'THE ROAD AND RAILROAD, 33.4 FEET SOUTH OF THE SOUTH RAIL OF THE
 NE0475'MAIN TRACK AND 1.1 FEET EAST OF THE EAST END OF THE RETAINING
 NE0475'WALL.
 NE0475
 NE0475                          STATION RECOVERY (1983)
 NE0475
 NE0475'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0475'RECOVERED IN GOOD CONDITION.
 NE0475
 NE0475                          STATION RECOVERY (1985)
 NE0475
 NE0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0475'RECOVERED IN GOOD CONDITION.
 NE0475
 NE0475                          STATION RECOVERY (1989)
 NE0475
 NE0475'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0773 ***********************************************************************
 NE0773  DESIGNATION -  A 186
 NE0773  PID         -  NE0773
 NE0773  STATE/COUNTY-  MI/GENESEE
 NE0773  USGS QUAD   -  FLINT SOUTH (1975)
 NE0773
 NE0773                         *CURRENT SURVEY CONTROL
 NE0773  ___________________________________________________________________
 NE0773* NAD 83(1986)-  42 58 21.     (N)    083 44 11.     (W)     SCALED    
 NE0773* NAVD 88     -       231.584  (meters)     759.79   (feet)  ADJUSTED  
 NE0773  ___________________________________________________________________
 NE0773  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NE0773  DYNAMIC HT  -         231.524 (meters)     759.59  (feet)  COMP
 NE0773  MODELED GRAV-     980,355.9   (mgal)                       NAVD 88
 NE0773
 NE0773  VERT ORDER  -  SECOND    CLASS 0
 NE0773
 NE0773.This mark is at Bishop Intl Airport (FNT)
 NE0773
 NE0773.The horizontal coordinates were scaled from a topographic map and have
 NE0773.an estimated accuracy of +/- 6 seconds.
 NE0773
 NE0773.The orthometric height was determined by differential leveling
 NE0773.and adjusted by the National Geodetic Survey in June 1991..
 NE0773
 NE0773.The geoid height was determined by GEOID03.
 NE0773
 NE0773.The dynamic height is computed by dividing the NAVD 88
 NE0773.geopotential number by the normal gravity value computed on the
 NE0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0773.degrees latitude (g = 980.6199 gals.).
 NE0773
 NE0773.The modeled gravity was interpolated from observed gravity values.
 NE0773
 NE0773;                    North         East    Units  Estimated Accuracy
 NE0773;SPC MI S     -   163,750.    4,051,410.      MT  (+/- 180 meters Scaled)
 NE0773
 NE0773                          SUPERSEDED SURVEY CONTROL
 NE0773
 NE0773  NGVD 29 (??/??/92)  231.734  (m)          760.28   (f) ADJ UNCH    2 0
 NE0773
 NE0773.Superseded values are not recommended for survey control.
 NE0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0773.See file dsdata.txt to determine how the superseded data were derived.
 NE0773
 NE0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH768613(NAD 83)
 NE0773_MARKER: DB = BENCH MARK DISK
 NE0773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0773_SP_SET: BUILDING
 NE0773_STAMPING: A 186 1959
 NE0773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0773
 NE0773  HISTORY     - Date     Condition        Report By
 NE0773  HISTORY     - 1959     MONUMENTED       CGS
 NE0773  HISTORY     - 1971     GOOD             NGS
 NE0773  HISTORY     - 1978     GOOD             NGS
 NE0773  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0773  HISTORY     - 20050128 GOOD             USPSQD
 NE0773  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0773
 NE0773                          STATION DESCRIPTION
 NE0773
 NE0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0773'AT BISHOP AIRPORT.
 NE0773'THE B.M. IS SET VERTICALLY ABOUT ONE FOOT ABOVE GROUND AT THE
 NE0773'EXTREME SW CORNER OF THE SMALL CONCRETE BUILDING THAT IS USED
 NE0773'AS THE CONTROL VAULT BY THE FAA.  THIS BUILDING IS LOCATED
 NE0773'APPROXIMATELY 50 FEET EAST OF THE MOST EASTERLY OF THREE BRICK
 NE0773'HANGARS.
 NE0773
 NE0773                          STATION RECOVERY (1971)
 NE0773
 NE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 NE0773'RECOVERED IN GOOD CONDITION.
 NE0773
 NE0773                          STATION RECOVERY (1978)
 NE0773
 NE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0773'RECOVERED IN GOOD CONDITION.
 NE0773
 NE0773                          STATION RECOVERY (2001)
 NE0773
 NE0773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0773'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0773
 NE0773                          STATION RECOVERY (2005)
 NE0773
 NE0773'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0773'RECOVERED IN GOOD CONDITION.
 NE0773
 NE0773                          STATION RECOVERY (2006)
 NE0773
 NE0773'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0491 ***********************************************************************
 NF0491  DESIGNATION -  A 187
 NF0491  PID         -  NF0491
 NF0491  STATE/COUNTY-  MI/CALHOUN
 NF0491  USGS QUAD   -  BATTLE CREEK (1985)
 NF0491
 NF0491                         *CURRENT SURVEY CONTROL
 NF0491  ___________________________________________________________________
 NF0491* NAD 83(1986)-  42 19 08.     (N)    085 11 20.     (W)     SCALED    
 NF0491* NAVD 88     -       250.127  (meters)     820.62   (feet)  ADJUSTED  
 NF0491  ___________________________________________________________________
 NF0491  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF0491  DYNAMIC HT  -         250.048 (meters)     820.37  (feet)  COMP
 NF0491  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NF0491
 NF0491  VERT ORDER  -  SECOND    CLASS 0
 NF0491
 NF0491.The horizontal coordinates were scaled from a topographic map and have
 NF0491.an estimated accuracy of +/- 6 seconds.
 NF0491
 NF0491.The orthometric height was determined by differential leveling
 NF0491.and adjusted by the National Geodetic Survey in June 1991..
 NF0491
 NF0491.The geoid height was determined by GEOID03.
 NF0491
 NF0491.The dynamic height is computed by dividing the NAVD 88
 NF0491.geopotential number by the normal gravity value computed on the
 NF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0491.degrees latitude (g = 980.6199 gals.).
 NF0491
 NF0491.The modeled gravity was interpolated from observed gravity values.
 NF0491
 NF0491;                    North         East    Units  Estimated Accuracy
 NF0491;SPC MI S     -    91,290.    3,932,220.      MT  (+/- 180 meters Scaled)
 NF0491
 NF0491                          SUPERSEDED SURVEY CONTROL
 NF0491
 NF0491  NGVD 29 (??/??/92)  250.260  (m)          821.06   (f) ADJ UNCH    2 0
 NF0491
 NF0491.Superseded values are not recommended for survey control.
 NF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0491.See file dsdata.txt to determine how the superseded data were derived.
 NF0491
 NF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM492867(NAD 83)
 NF0491_MARKER: DB = BENCH MARK DISK
 NF0491_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0491_SP_SET: SILO BASE
 NF0491_STAMPING: A 187 1962
 NF0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0491+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 NF0491
 NF0491  HISTORY     - Date     Condition        Report By
 NF0491  HISTORY     - 1962     MONUMENTED       CGS
 NF0491  HISTORY     - 1987     GOOD             USPSQD
 NF0491  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0491  HISTORY     - 20050912 GOOD             USPSQD
 NF0491
 NF0491                          STATION DESCRIPTION
 NF0491
 NF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0491'AT BATTLE CREEK.
 NF0491'THE BENCH MARK IS 0.9 MILES NW ALONG THE GRAND TRUNK WESTERN
 NF0491'RAILROAD TRACKS FROM THE GRAND TRUNK WESTERN STATION AT BATTLE
 NF0491'CREEK, MICHIGAN ON THE PROPERTY OF THE RALSTON PURINA COMPANY.
 NF0491'THE MARK IS 74.18 FT SW OF THE SW RAIL OF THE MAIN GRAND TRUNK
 NF0491'WESTERN RAILROAD TRACK AND 231.8 FT NW OF THE CENTERLINE OF
 NF0491'MC CAMLY STREET.  THE MARK IS SET IN THE BASE OF A 50 FT COAL
 NF0491'SILO ON THE NE SIDE OF THE SILO.
 NF0491
 NF0491                          STATION RECOVERY (1987)
 NF0491
 NF0491'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0491'RECOVERED IN GOOD CONDITION.
 NF0491
 NF0491                          STATION RECOVERY (2001)
 NF0491
 NF0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0491'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0491
 NF0491                          STATION RECOVERY (2005)
 NF0491
 NF0491'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF0491'NOTE  THE COAL SILO WAS REMOVED 20 OR MORE YEARS AGO. HOWEVER, THE
 NF0491'BASIN-LIKE BASE REMAINS AND IS PART OF A SALINE PROCESSINIG SYSTEM -
 NF0491'THE EVAPORATION  BASIN. THE MARK REMAAINS BUT FREQUENTLY IS COVERED
 NF0491'BY A FILM OF DIED SALT WHICH MUST BE SCRAPED AWAY TO VIEW THE DISK.
 NF0491'ASSISTED BY DAVE LARSON, ENGINEER, RALSTON PURINA CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0326 ***********************************************************************
 PL0326  DESIGNATION -  A 190
 PL0326  PID         -  PL0326
 PL0326  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0326  USGS QUAD   -  
 PL0326
 PL0326                         *CURRENT SURVEY CONTROL
 PL0326  ___________________________________________________________________
 PL0326* NAD 83(1986)-  44 45 16.     (N)    085 35 34.     (W)     SCALED    
 PL0326* NAVD 88     -       187.364  (meters)     614.71   (feet)  ADJUSTED  
 PL0326  ___________________________________________________________________
 PL0326  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 PL0326  DYNAMIC HT  -         187.351 (meters)     614.67  (feet)  COMP
 PL0326  MODELED GRAV-     980,542.0   (mgal)                       NAVD 88
 PL0326
 PL0326  VERT ORDER  -  SECOND    CLASS 0
 PL0326
 PL0326.The horizontal coordinates were scaled from a topographic map and have
 PL0326.an estimated accuracy of +/- 6 seconds.
 PL0326
 PL0326.The orthometric height was determined by differential leveling
 PL0326.and adjusted by the National Geodetic Survey in June 1991..
 PL0326
 PL0326.The geoid height was determined by GEOID03.
 PL0326
 PL0326.The dynamic height is computed by dividing the NAVD 88
 PL0326.geopotential number by the normal gravity value computed on the
 PL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0326.degrees latitude (g = 980.6199 gals.).
 PL0326
 PL0326.The modeled gravity was interpolated from observed gravity values.
 PL0326
 PL0326;                    North         East    Units  Estimated Accuracy
 PL0326;SPC MI C     -   160,500.    5,902,930.      MT  (+/- 180 meters Scaled)
 PL0326
 PL0326                          SUPERSEDED SURVEY CONTROL
 PL0326
 PL0326  NGVD 29 (??/??/92)  187.480  (m)          615.09   (f) ADJ UNCH    2 0
 PL0326
 PL0326.Superseded values are not recommended for survey control.
 PL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0326.See file dsdata.txt to determine how the superseded data were derived.
 PL0326
 PL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ113566(NAD 83)
 PL0326_MARKER: DB = BENCH MARK DISK
 PL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0326_STAMPING: A 190 1955
 PL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0326+STABILITY: SURFACE MOTION
 PL0326
 PL0326  HISTORY     - Date     Condition        Report By
 PL0326  HISTORY     - 1955     MONUMENTED       CGS
 PL0326  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0326  HISTORY     - 19940824 MARK NOT FOUND   USPSQD
 PL0326
 PL0326                          STATION DESCRIPTION
 PL0326
 PL0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0326'0.8 MI E FROM TRAVERSE CITY.
 PL0326'AT TRAVERSE CITY, GRAND TRAVERSE COUNTY, ABOUT 0.8 MILE EAST
 PL0326'OF THE PERE MARQUETTE RAILWAY STATION, AT THE INTERSECTION OF
 PL0326'HASTINGS AND HANNAH AVENUES, 83.2 FEET SOUTHEAST OF THE CENTERLINE
 PL0326'CROSSING OF HASTINGS AVENUE, 75.0 FEET NORTHWEST OF THE NORTHWEST
 PL0326'CORNER OF THE PARKER MOTOR FREIGHT, INC. BUILDING, 51.0 FEET
 PL0326'EAST OF THE CENTERLINE OF HASTINGS AVENUE, 37.0 FEET SOUTH OF THE
 PL0326'SOUTH RAIL AND 4.0 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 PL0326'A 190 1955 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 PL0326'GROUND.
 PL0326
 PL0326                          STATION RECOVERY (1984)
 PL0326
 PL0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0326'NOT RECOVERED, PROBABLY GRADED OUT BY SNOW REMOVAL EQUIPMENT.
 PL0326
 PL0326                          STATION RECOVERY (1994)
 PL0326
 PL0326'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0065 ***********************************************************************
 NG0065  DESIGNATION -  A 192
 NG0065  PID         -  NG0065
 NG0065  STATE/COUNTY-  MI/BERRIEN
 NG0065  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0065
 NG0065                         *CURRENT SURVEY CONTROL
 NG0065  ___________________________________________________________________
 NG0065* NAD 83(1986)-  42 07 34.     (N)    086 25 59.     (W)     SCALED    
 NG0065* NAVD 88     -       190.102  (meters)     623.69   (feet)  ADJUSTED  
 NG0065  ___________________________________________________________________
 NG0065  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NG0065  DYNAMIC HT  -         190.038 (meters)     623.48  (feet)  COMP
 NG0065  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 NG0065
 NG0065  VERT ORDER  -  SECOND    CLASS 0
 NG0065
 NG0065.This mark is at Ross Fld-Twn Cities Airport (BEH)
 NG0065
 NG0065.The horizontal coordinates were scaled from a topographic map and have
 NG0065.an estimated accuracy of +/- 6 seconds.
 NG0065
 NG0065.The orthometric height was determined by differential leveling
 NG0065.and adjusted by the National Geodetic Survey in June 1991..
 NG0065
 NG0065.The geoid height was determined by GEOID03.
 NG0065
 NG0065.The dynamic height is computed by dividing the NAVD 88
 NG0065.geopotential number by the normal gravity value computed on the
 NG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0065.degrees latitude (g = 980.6199 gals.).
 NG0065
 NG0065.The modeled gravity was interpolated from observed gravity values.
 NG0065
 NG0065;                    North         East    Units  Estimated Accuracy
 NG0065;SPC MI S     -    71,650.    3,829,160.      MT  (+/- 180 meters Scaled)
 NG0065
 NG0065                          SUPERSEDED SURVEY CONTROL
 NG0065
 NG0065  NGVD 29 (??/??/92)  190.247  (m)          624.17   (f) ADJ UNCH    2 0
 NG0065
 NG0065.Superseded values are not recommended for survey control.
 NG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0065.See file dsdata.txt to determine how the superseded data were derived.
 NG0065
 NG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM468639(NAD 83)
 NG0065_MARKER: DB = BENCH MARK DISK
 NG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0065_SP_SET: CONCRETE POST
 NG0065_STAMPING: A 192 1964
 NG0065_MARK LOGO: CGS   
 NG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0065+STABILITY: SURFACE MOTION
 NG0065
 NG0065  HISTORY     - Date     Condition        Report By
 NG0065  HISTORY     - 1964     MONUMENTED       CGS
 NG0065  HISTORY     - 1969     GOOD             NGS
 NG0065  HISTORY     - 1985     GOOD             NGS
 NG0065
 NG0065                          STATION DESCRIPTION
 NG0065
 NG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NG0065'AT BENTON HARBOR.
 NG0065'THE STATION IS LOCATED AT THE BENTON HARBOR ST. JOSEPH AIRPORT
 NG0065'(ROSS FIELD).  DIRECTLY BENEATH THE AIRPORT BEACON.  30.7 FT.
 NG0065'WEST OF A LARGE METAL HANGER LEASED BY THE WHRILPOOL CORP.
 NG0065'A STANDARD DISK STAMPED A 192 1964 AND SET IN THE TOP OF A
 NG0065'CONCRETE POST FLUSH WITH THE GROUND.
 NG0065
 NG0065                          STATION RECOVERY (1969)
 NG0065
 NG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NG0065'RECOVERED IN GOOD CONDITION.
 NG0065
 NG0065                          STATION RECOVERY (1985)
 NG0065
 NG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0042 ***********************************************************************
 RK0042  DESIGNATION -  A 193
 RK0042  PID         -  RK0042
 RK0042  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0042  USGS QUAD   -  
 RK0042
 RK0042                         *CURRENT SURVEY CONTROL
 RK0042  ___________________________________________________________________
 RK0042* NAD 83(1986)-  46 20 45.     (N)    086 15 47.     (W)     SCALED    
 RK0042* NAVD 88     -       243.018  (meters)     797.30   (feet)  ADJUSTED  
 RK0042  ___________________________________________________________________
 RK0042  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RK0042  DYNAMIC HT  -         243.035 (meters)     797.36  (feet)  COMP
 RK0042  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 RK0042
 RK0042  VERT ORDER  -  SECOND    CLASS 0
 RK0042
 RK0042.The horizontal coordinates were scaled from a topographic map and have
 RK0042.an estimated accuracy of +/- 6 seconds.
 RK0042
 RK0042.The orthometric height was determined by differential leveling
 RK0042.and adjusted by the National Geodetic Survey in June 1991..
 RK0042
 RK0042.The geoid height was determined by GEOID03.
 RK0042
 RK0042.The dynamic height is computed by dividing the NAVD 88
 RK0042.geopotential number by the normal gravity value computed on the
 RK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0042.degrees latitude (g = 980.6199 gals.).
 RK0042
 RK0042.The modeled gravity was interpolated from observed gravity values.
 RK0042
 RK0042;                    North         East    Units  Estimated Accuracy
 RK0042;SPC MI N     -   173,930.    8,056,720.      MT  (+/- 180 meters Scaled)
 RK0042
 RK0042                          SUPERSEDED SURVEY CONTROL
 RK0042
 RK0042  NGVD 29 (??/??/92)  242.981  (m)          797.18   (f) ADJ UNCH    2 0
 RK0042
 RK0042.Superseded values are not recommended for survey control.
 RK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0042.See file dsdata.txt to determine how the superseded data were derived.
 RK0042
 RK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES567327(NAD 83)
 RK0042_MARKER: DB = BENCH MARK DISK
 RK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0042_STAMPING: A 193 1964
 RK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0042+STABILITY: SURFACE MOTION
 RK0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0042+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0042
 RK0042  HISTORY     - Date     Condition        Report By
 RK0042  HISTORY     - 1964     MONUMENTED       CGS
 RK0042  HISTORY     - 20020415 GOOD             MIDT
 RK0042  HISTORY     - 20060911 GOOD             USPSQD
 RK0042
 RK0042                          STATION DESCRIPTION
 RK0042
 RK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0042'0.7 MI E FROM CREIGHTON.
 RK0042'0.7 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATE HIGHWAY
 RK0042'M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 35, T 46 N,
 RK0042'R 16 W, ABOUT 0.2 MILE EAST OF MILEPOST 95, ABOUT TEN 33-FOOT
 RK0042'RAILS WEST OF THE EAST END OF THE CREIGHTON SIDING, 75 FEET
 RK0042'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 73 FEET SOUTH OF THE
 RK0042'CENTER LINE OF STATE HIGHWAY M 28, 123 FEET NORTHWEST ACROSS THE
 RK0042'TRACK FROM THE SEVENTH TELEGRAPH POLE EAST OF THE MILEPOST,
 RK0042'17 FEET WEST OF THE CENTER LINE OF AN ABANDONED GRAVELED DRIVE,
 RK0042'1.7 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 RK0042'LEVEL OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 RK0042'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0042
 RK0042                          STATION RECOVERY (2002)
 RK0042
 RK0042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0042'MARK IS LOCATED 0.17 MILE WEST ALONG M-28 FROM COUNTY ROAD 448 SOUTH
 RK0042'AND A LARGE SIGN 'SENEY NAT'L WILDLIFE REFUGE'.  NOTE ROAD IS WEST
 RK0042'BOUNDARY OF REFUGE.
 RK0042
 RK0042                          STATION RECOVERY (2006)
 RK0042
 RK0042'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0704 ***********************************************************************
 RJ0704  DESIGNATION -  A 194 RESET 1976
 RJ0704  PID         -  RJ0704
 RJ0704  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0704  USGS QUAD   -  SENEY (1972)
 RJ0704
 RJ0704                         *CURRENT SURVEY CONTROL
 RJ0704  ___________________________________________________________________
 RJ0704* NAD 83(1986)-  46 21 04.     (N)    085 56 57.     (W)     SCALED    
 RJ0704* NAVD 88     -       224.18   (+/-2cm)     735.5    (feet)  VERTCON   
 RJ0704  ___________________________________________________________________
 RJ0704  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 RJ0704
 RJ0704  VERT ORDER  -  THIRD (See Below)
 RJ0704
 RJ0704.The horizontal coordinates were scaled from a topographic map and have
 RJ0704.an estimated accuracy of +/- 6 seconds.
 RJ0704
 RJ0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0704.The vertical order pertains to the NGVD 29 superseded value.
 RJ0704
 RJ0704.The geoid height was determined by GEOID03.
 RJ0704
 RJ0704;                    North         East    Units  Estimated Accuracy
 RJ0704;SPC MI N     -   174,790.    8,080,870.      MT  (+/- 180 meters Scaled)
 RJ0704
 RJ0704                          SUPERSEDED SURVEY CONTROL
 RJ0704
 RJ0704  NGVD 29 (03/27/06)  224.15   (m)          735.4    (f) RESET       3  
 RJ0704
 RJ0704.Superseded values are not recommended for survey control.
 RJ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0704.See file dsdata.txt to determine how the superseded data were derived.
 RJ0704
 RJ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES808335(NAD 83)
 RJ0704_MARKER: DB = BENCH MARK DISK
 RJ0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0704_STAMPING: A 194 RESET 1976
 RJ0704_PROJECTION: FLUSH
 RJ0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0704+STABILITY: SURFACE MOTION
 RJ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0704+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ0704
 RJ0704  HISTORY     - Date     Condition        Report By
 RJ0704  HISTORY     - 1976     MONUMENTED       LOCENG
 RJ0704  HISTORY     - 19990909 GOOD             USPSQD
 RJ0704  HISTORY     - 20030728 GOOD             USPSQD
 RJ0704  HISTORY     - 20060911 GOOD             USPSQD
 RJ0704
 RJ0704                          STATION DESCRIPTION
 RJ0704
 RJ0704'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 RJ0704'0.4 MI NORTH FROM SENEY.
 RJ0704'0.4 MILE NORTH ALONG STATE HIGHWAY M-77 FROM THE JUNCTION OF STATE
 RJ0704'HIGHWAY M-28 IN SENEY, 69 FEET EAST OF THE CENTERLINE OF HIGHWAY,
 RJ0704'169 FEET SOUTH OF A 4 FOOT CULVERT CROSSING THE HIGHWAY, 1.2 FEET
 RJ0704'WEST OF A STEEL POST, NORTH EDGE OF DRIVE EAST OFF HIGHWAY.
 RJ0704'THE MARK IS 3 FT BELOW HIGHWAY.
 RJ0704
 RJ0704                          STATION RECOVERY (1999)
 RJ0704
 RJ0704'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0704'RECOVERED IN GOOD CONDITION.
 RJ0704
 RJ0704                          STATION RECOVERY (2003)
 RJ0704
 RJ0704'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0704'RECOVERED IN GOOD CONDITION.
 RJ0704
 RJ0704                          STATION RECOVERY (2006)
 RJ0704
 RJ0704'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0007 ***********************************************************************
 RK0007  DESIGNATION -  A 195
 RK0007  PID         -  RK0007
 RK0007  STATE/COUNTY-  MI/ALGER
 RK0007  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0007
 RK0007                         *CURRENT SURVEY CONTROL
 RK0007  ___________________________________________________________________
 RK0007* NAD 83(1994)-  46 31 32.87829(N)    086 13 17.15484(W)     ADJUSTED  
 RK0007* NAVD 88     -       281.931  (meters)     924.97   (feet)  ADJUSTED  
 RK0007  ___________________________________________________________________
 RK0007  X           -     289,716.534 (meters)                     COMP
 RK0007  Y           -  -4,386,704.790 (meters)                     COMP
 RK0007  Z           -   4,605,832.921 (meters)                     COMP
 RK0007  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 RK0007  ELLIP HEIGHT-         246.46  (meters)          (07/12/02) GPS OBS
 RK0007  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 RK0007  DYNAMIC HT  -         281.949 (meters)     925.03  (feet)  COMP
 RK0007  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 RK0007
 RK0007  HORZ ORDER  -  B
 RK0007  VERT ORDER  -  SECOND    CLASS 0
 RK0007  ELLP ORDER  -  FOURTH    CLASS II
 RK0007
 RK0007.The horizontal coordinates were established by GPS observations
 RK0007.and adjusted by the National Geodetic Survey in September 1995..
 RK0007
 RK0007.The orthometric height was determined by differential leveling
 RK0007.and adjusted by the National Geodetic Survey in June 1991..
 RK0007
 RK0007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0007
 RK0007.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0007
 RK0007.The ellipsoidal height was determined by GPS observations
 RK0007.and is referenced to NAD 83.
 RK0007
 RK0007.The geoid height was determined by GEOID03.
 RK0007
 RK0007.The dynamic height is computed by dividing the NAVD 88
 RK0007.geopotential number by the normal gravity value computed on the
 RK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0007.degrees latitude (g = 980.6199 gals.).
 RK0007
 RK0007.The modeled gravity was interpolated from observed gravity values.
 RK0007
 RK0007;                    North         East     Units Scale Factor Converg.
 RK0007;SPC MI N     -   193,959.169 8,059,730.392   MT  0.99991163   +0 33 45.9
 RK0007;SPC MI N     -   636,348.98 26,442,685.01   iFT  0.99991163   +0 33 45.9
 RK0007;UTM  16      - 5,152,764.547   559,712.642   MT  0.99964383   +0 33 54.0
 RK0007
 RK0007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0007!SPC MI N     -   0.99996137  x   0.99991163  =   0.99987300
 RK0007!UTM  16      -   0.99996137  x   0.99964383  =   0.99960521
 RK0007
 RK0007                          SUPERSEDED SURVEY CONTROL
 RK0007
 RK0007  ELLIP H (09/20/95)  246.46   (m)                       GP(       ) 1 2
 RK0007  NAVD 88 (09/20/95)  281.93   (m)          925.0    (f) LEVELING    3  
 RK0007  NGVD 29 (??/??/92)  281.888  (m)          924.83   (f) ADJ UNCH    2 0
 RK0007
 RK0007.Superseded values are not recommended for survey control.
 RK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0007.See file dsdata.txt to determine how the superseded data were derived.
 RK0007
 RK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5971352765(NAD 83)
 RK0007_MARKER: DB = BENCH MARK DISK
 RK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0007_SP_SET: CONCRETE POST
 RK0007_STAMPING: A 195 1964
 RK0007_MARK LOGO: CGS   
 RK0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0007+STABILITY: SURFACE MOTION
 RK0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0007+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 RK0007
 RK0007  HISTORY     - Date     Condition        Report By
 RK0007  HISTORY     - 1964     MONUMENTED       CGS
 RK0007  HISTORY     - 19920622 GOOD             LOCENG
 RK0007  HISTORY     - 19940424 GOOD             LOCENG
 RK0007  HISTORY     - 19940520 GOOD             NGS
 RK0007  HISTORY     - 20020415 GOOD             MIDT
 RK0007
 RK0007                          STATION DESCRIPTION
 RK0007
 RK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0007'20.9 MI SW FROM GRAND MARAIS.
 RK0007'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE
 RK0007'METHODIST CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND
 RK0007'SOUTH ALONG COUNTY ROADS 708, 700, AND 714, THENCE 5.8 MILES
 RK0007'SOUTH ALONG COUNTY ROAD 700, OR 0.1 MILE WEST ALONG STATE
 RK0007'HIGHWAY M 28 FROM A 50-FOOT CONCRETE HIGHWAY BRIDGE OVER
 RK0007'CREIGHTON CREEK AT CREIGHTON, THENCE 20.3 MILES NORTH ALONG SAND
 RK0007'ROADS, IN S 30, T 48 N, R 15 W, AT THE INTERSECTION OF ADAMS
 RK0007'TRAIL LEADING EAST AND WEST, COUNTY ROAD 700 LEADING NORTH, AND
 RK0007'A NARROW SAND ROAD LEADING SOUTH, 30 FEET WEST OF THE EXTENDED
 RK0007'CENTER LINE OF THE COUNTY ROAD, 61 FEET SOUTH OF THE
 RK0007'CENTER LINE OF ADAMS TRAIL, 23 FEET EAST OF THE CENTER LINE OF
 RK0007'THE SAND ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 RK0007'ABOUT LEVEL WITH THE SAND ROAD, ABOUT 2 FEET BELOW THE LEVEL OF
 RK0007'THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0007'PROJECTING 6 INCHES.
 RK0007
 RK0007                          STATION RECOVERY (1992)
 RK0007
 RK0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 RK0007'TO REACH FROM INT.  OF ST. HWY M-28 AND HWYS M-94 AND CO. HWY 15,
 RK0007'SHINGLETON, MICH, NORTH ON CO. HWY 15 4.9 MILES (7.9 KM) TO CO. HWY
 RK0007'H 58, EAST (RIGHT) ON CO. HWY 58 4.6 MILES (7.4 KM) TO THE
 RK0007'SETTLEMENT OF MELSTRAN, CONTINUE NLY AND ELY ALONG CO. HWY 58, 12.5
 RK0007'MILES (20.1 KM) TO THE INTERSECTION AT THE KINGSTON LAKE ROAD, CO.
 RK0007'HWY 58, NORTH (ALIAS CO. RD 700) AND STATION LOCATION 22.0 MILES
 RK0007'(35.4 KM) FROM SHINGLETON.  NOTE- METAL SIGN POST MISSING, WILL
 RK0007'INSTALL NEW POST WHEN SIGNS ARE RECEIVED FROM NGS.
 RK0007
 RK0007                          STATION RECOVERY (1994)
 RK0007
 RK0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0007'RECOVERED AS DESCRIBED.
 RK0007
 RK0007                          STATION RECOVERY (1994)
 RK0007
 RK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RK0007'STATION IS LOCATED ABOUT 22 MI (35.4 KM) NORTH-NORTHEAST OF
 RK0007'SHINGLETON, 23 KM (14.30 MI) SOUTHWEST FROM GRAND MARAIS, 12.5 MI
 RK0007'(20.1 KM) NORTHEAST OF MELSTRAND, IN SECTION 30, T48N, R15W.
 RK0007'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE INTERSECTION OF
 RK0007'STATE HIGHWAYS 28, 94 AND COUNTY ROUTE H-15 IN SHINGLETON, GO NORTH ON
 RK0007'ROUTE H-15 FOR 4.9 MI (7.9 KM) TO COUNTY ROUTE H-58.  TURN RIGHT,
 RK0007'EAST, ON ROUTE H-58 (ADAMS TRAIL) FOR 4.6 MI (7.4 KM) TO THE
 RK0007'SETTLEMENT OF MELSTRAND AT A SIDE ROAD RIGHT AND COUNTRY STORE ON THE
 RK0007'LEFT.  CONTINUE NORTHERLY AND EASTERLY ON ROUTE H-58 FOR 0.2 MI (0.3
 RK0007'KM) TO A FORK, ROADS ARE GRAVEL FROM HERE.  KEEP RIGHT, EAST, ON ROUTE
 RK0007'H-58 (NO ROAD SIGNS) FOR 12.3 MI (19.8 KM) TO THE INTERSECTION OF
 RK0007'H-58, ADAMS TRAIL ROAD AND A SAND ROAD LEADING SOUTH.  ROUTE H-58
 RK0007'TURNS NORTH HERE AND BECOMES KINGSTON LAKE ROAD.  THE STATION IS IN
 RK0007'THE SOUTHEAST CORNER OF THE INTERSECTION.  STATION PROJECTS 4 CM ABOVE
 RK0007'GROUND.  IT IS LOCATED 62 FT (18.9 M) SOUTH OF THE CENTERLINE OF ROUTE
 RK0007'H-58 COUNTY ROAD, 23 FT (7.0 M) SOUTHWEST OF THE SOUTH POST OF SIGN,
 RK0007'22.0 FT (6.7 M) EAST OF THE APPROXIMATE CENTER OF SAND ROAD LEADING
 RK0007'SOUTH, 13.0 FT (4.0 M) SOUTH OF A 4X4 INCH WOOD POST WITH ARROW, 3.0
 RK0007'FT (0.9 M) NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RK0007'SAND ROAD, AND ABOUT 2 FT (0.6 M) BELOW LEVEL OF THE EAST-WEST ROAD.
 RK0007
 RK0007                          STATION RECOVERY (2002)
 RK0007
 RK0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0007'LOCATION IS A SNOWMOBILE TRAIL IN WINTER MONTHS.  WITNESS POSTS DO NOT
 RK0007'SURVIVE AT THIS LOCATION. THE REMAINS OF THE METAL POST IS BURIED IN
 RK0007'THE GROUND, METAL LOCATOR WILL HELP IN LOCATING MARK. NO W.P. SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0341 ***********************************************************************
 RJ0341  DESIGNATION -  A 196
 RJ0341  PID         -  RJ0341
 RJ0341  STATE/COUNTY-  MI/LUCE
 RJ0341  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ0341
 RJ0341                         *CURRENT SURVEY CONTROL
 RJ0341  ___________________________________________________________________
 RJ0341* NAD 83(1986)-  46 21 13.     (N)    085 27 05.     (W)     SCALED    
 RJ0341* NAVD 88     -       222.963  (meters)     731.50   (feet)  ADJUSTED  
 RJ0341  ___________________________________________________________________
 RJ0341  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 RJ0341  DYNAMIC HT  -         222.977 (meters)     731.55  (feet)  COMP
 RJ0341  MODELED GRAV-     980,671.7   (mgal)                       NAVD 88
 RJ0341
 RJ0341  VERT ORDER  -  SECOND    CLASS 0
 RJ0341
 RJ0341.The horizontal coordinates were scaled from a topographic map and have
 RJ0341.an estimated accuracy of +/- 6 seconds.
 RJ0341
 RJ0341.The orthometric height was determined by differential leveling
 RJ0341.and adjusted by the National Geodetic Survey in June 1991..
 RJ0341
 RJ0341.The geoid height was determined by GEOID03.
 RJ0341
 RJ0341.The dynamic height is computed by dividing the NAVD 88
 RJ0341.geopotential number by the normal gravity value computed on the
 RJ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0341.degrees latitude (g = 980.6199 gals.).
 RJ0341
 RJ0341.The modeled gravity was interpolated from observed gravity values.
 RJ0341
 RJ0341;                    North         East    Units  Estimated Accuracy
 RJ0341;SPC MI N     -   175,690.    8,119,180.      MT  (+/- 180 meters Scaled)
 RJ0341
 RJ0341                          SUPERSEDED SURVEY CONTROL
 RJ0341
 RJ0341  NGVD 29 (??/??/92)  222.919  (m)          731.36   (f) ADJ UNCH    2 0
 RJ0341
 RJ0341.Superseded values are not recommended for survey control.
 RJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0341.See file dsdata.txt to determine how the superseded data were derived.
 RJ0341
 RJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS191345(NAD 83)
 RJ0341_MARKER: DB = BENCH MARK DISK
 RJ0341_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0341_SP_SET: 8.5 FT
 RJ0341_STAMPING: A 196 1964
 RJ0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0341
 RJ0341  HISTORY     - Date     Condition        Report By
 RJ0341  HISTORY     - 1964     MONUMENTED       CGS
 RJ0341
 RJ0341                          STATION DESCRIPTION
 RJ0341
 RJ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0341'2.5 MI E FROM NEWBERRY.
 RJ0341'ABOUT 2.5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RJ0341'AT NEWBERRY, IN S 29, T 46 N, R 9 W, ABOUT 0.45 MILE WEST OF A
 RJ0341'ROAD LEADING SOUTH AWAY FROM THE TRACK, 11 1/2 FEET SOUTH OF THE
 RJ0341'SOUTH RAIL, 10 FEET WEST OF MILEPOST 56, 1 1/2 FEET EAST OF
 RJ0341'THE WEST LEG OF A METAL RAIL RACK, 1.5 FEET NORTHWEST OF A
 RJ0341'METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK,
 RJ0341'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS
 RJ0341'DRIVEN TO A DEPTH OF 8 1/2 FEET AND IS ENCASED IN A 4-INCH
 RJ0341'METAL PIPE THAT PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0564 ***********************************************************************
 RJ0564  DESIGNATION -  A 197
 RJ0564  PID         -  RJ0564
 RJ0564  STATE/COUNTY-  MI/ALGER
 RJ0564  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0564
 RJ0564                         *CURRENT SURVEY CONTROL
 RJ0564  ___________________________________________________________________
 RJ0564* NAD 83(1986)-  46 38 59.     (N)    085 58 08.     (W)     SCALED    
 RJ0564* NAVD 88     -       259.561  (meters)     851.58   (feet)  ADJUSTED  
 RJ0564  ___________________________________________________________________
 RJ0564  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 RJ0564  DYNAMIC HT  -         259.582 (meters)     851.65  (feet)  COMP
 RJ0564  MODELED GRAV-     980,688.1   (mgal)                       NAVD 88
 RJ0564
 RJ0564  VERT ORDER  -  SECOND    CLASS 0
 RJ0564
 RJ0564.The horizontal coordinates were scaled from a topographic map and have
 RJ0564.an estimated accuracy of +/- 6 seconds.
 RJ0564
 RJ0564.The orthometric height was determined by differential leveling
 RJ0564.and adjusted by the National Geodetic Survey in June 1991..
 RJ0564
 RJ0564.The geoid height was determined by GEOID03.
 RJ0564
 RJ0564.The dynamic height is computed by dividing the NAVD 88
 RJ0564.geopotential number by the normal gravity value computed on the
 RJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0564.degrees latitude (g = 980.6199 gals.).
 RJ0564
 RJ0564.The modeled gravity was interpolated from observed gravity values.
 RJ0564
 RJ0564;                    North         East    Units  Estimated Accuracy
 RJ0564;SPC MI N     -   207,950.    8,078,930.      MT  (+/- 180 meters Scaled)
 RJ0564
 RJ0564                          SUPERSEDED SURVEY CONTROL
 RJ0564
 RJ0564  NGVD 29 (??/??/92)  259.521  (m)          851.45   (f) ADJ UNCH    2 0
 RJ0564
 RJ0564.Superseded values are not recommended for survey control.
 RJ0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0564.See file dsdata.txt to determine how the superseded data were derived.
 RJ0564
 RJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES789667(NAD 83)
 RJ0564_MARKER: DB = BENCH MARK DISK
 RJ0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0564_STAMPING: A 197 1964
 RJ0564_MARK LOGO: CGS   
 RJ0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0564+STABILITY: SURFACE MOTION
 RJ0564
 RJ0564  HISTORY     - Date     Condition        Report By
 RJ0564  HISTORY     - 1964     MONUMENTED       CGS
 RJ0564  HISTORY     - 19930605 GOOD             LOCENG
 RJ0564  HISTORY     - 19940801 GOOD             USPSQD
 RJ0564
 RJ0564                          STATION DESCRIPTION
 RJ0564
 RJ0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0564'2.4 MI SE FROM GRAND MARAIS.
 RJ0564'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0564'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 RJ0564'714, IN S 8, T 49 N, R 13 W, 49 FEET NORTHEAST OF THE CENTER
 RJ0564'OF THE JUNCTION OF COUNTY ROAD 703, 29 FEET EAST OF THE CENTER
 RJ0564'LINE OF COUNTY ROAD 703, 16 FEET NORTH OF THE CENTER LINE OF
 RJ0564'A NARROW PRIVATE ROAD LEADING EAST, 1 1/2 FEET WEST OF A FENCE
 RJ0564'LINE, 1.5 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RJ0564'THE ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0564'6 INCHES.
 RJ0564
 RJ0564                          STATION RECOVERY (1993)
 RJ0564
 RJ0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0564'RECOVERED AS DESCRIBED.
 RJ0564
 RJ0564                          STATION RECOVERY (1994)
 RJ0564
 RJ0564'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0319 ***********************************************************************
 RJ0319  DESIGNATION -  A 198
 RJ0319  PID         -  RJ0319
 RJ0319  STATE/COUNTY-  MI/LUCE
 RJ0319  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0319
 RJ0319                         *CURRENT SURVEY CONTROL
 RJ0319  ___________________________________________________________________
 RJ0319* NAD 83(1986)-  46 38 56.     (N)    085 22 46.     (W)     SCALED    
 RJ0319* NAVD 88     -       212.710  (meters)     697.87   (feet)  ADJUSTED  
 RJ0319  ___________________________________________________________________
 RJ0319  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 RJ0319  DYNAMIC HT  -         212.725 (meters)     697.92  (feet)  COMP
 RJ0319  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 RJ0319
 RJ0319  VERT ORDER  -  SECOND    CLASS 0
 RJ0319
 RJ0319.The horizontal coordinates were scaled from a topographic map and have
 RJ0319.an estimated accuracy of +/- 6 seconds.
 RJ0319
 RJ0319.The orthometric height was determined by differential leveling
 RJ0319.and adjusted by the National Geodetic Survey in June 1991..
 RJ0319
 RJ0319.The geoid height was determined by GEOID03.
 RJ0319
 RJ0319.The dynamic height is computed by dividing the NAVD 88
 RJ0319.geopotential number by the normal gravity value computed on the
 RJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0319.degrees latitude (g = 980.6199 gals.).
 RJ0319
 RJ0319.The modeled gravity was interpolated from observed gravity values.
 RJ0319
 RJ0319;                    North         East    Units  Estimated Accuracy
 RJ0319;SPC MI N     -   208,620.    8,124,040.      MT  (+/- 180 meters Scaled)
 RJ0319
 RJ0319                          SUPERSEDED SURVEY CONTROL
 RJ0319
 RJ0319  NGVD 29 (??/??/92)  212.669  (m)          697.73   (f) ADJ UNCH    2 0
 RJ0319
 RJ0319.Superseded values are not recommended for survey control.
 RJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0319.See file dsdata.txt to determine how the superseded data were derived.
 RJ0319
 RJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS240674(NAD 83)
 RJ0319_MARKER: DB = BENCH MARK DISK
 RJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0319_STAMPING: A 198 1964
 RJ0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0319+STABILITY: SURFACE MOTION
 RJ0319
 RJ0319  HISTORY     - Date     Condition        Report By
 RJ0319  HISTORY     - 1964     MONUMENTED       CGS
 RJ0319
 RJ0319                          STATION DESCRIPTION
 RJ0319
 RJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0319'16.7 MI SE FROM DEER PARK.
 RJ0319'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEAR PARK
 RJ0319'LODGE AT DEER PARK, THENCE 13.9 MILES EAST ALONG COUNTY ROADS
 RJ0319'410, 412 AND 414, OR 18.6 MILES NORTHEAST ALONG STATE HIGHWAY
 RJ0319'123 FROM THE SOO LINE RAILROAD STATION AT NEWBERRY, THENCE 6.3
 RJ0319'MILES NORTH ALONG COUNTY ROAD 500, THENCE 1.0 MILE NORTHWEST
 RJ0319'ALONG COUNTY ROAD 414, IN S 13, T 49 N, R 9 W, ABOUT 100 YARDS
 RJ0319'SOUTHEAST OF THE JUNCTION OF A GRADED SAND ROAD LEADING EAST
 RJ0319'TO CULHANE LAKE, AT THE JUNCTION OF A SAND ROAD THAT CONNECTS
 RJ0319'THE TWO ROADS, 120 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 RJ0319'LEADING EAST, 52 FEET NORTHEAST OF THE CENTER LINE OF COUNTY
 RJ0319'ROAD 414, 33 FEET EAST OF THE CENTER LINE OF THE CONNECTING
 RJ0319'ROAD, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 RJ0319'ABOVE THE LEVEL OF THE COUNTY ROAD, AND SET IN THE TOP OF A
 RJ0319'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0004 ***********************************************************************
 NF0004  DESIGNATION -  A 19=895
 NF0004  PID         -  NF0004
 NF0004  STATE/COUNTY-  MI/INGHAM
 NF0004  USGS QUAD   -  MASON (1970)
 NF0004
 NF0004                         *CURRENT SURVEY CONTROL
 NF0004  ___________________________________________________________________
 NF0004* NAD 83(1986)-  42 34 55.     (N)    084 26 53.     (W)     SCALED    
 NF0004* NAVD 88     -       272.216  (meters)     893.10   (feet)  ADJUSTED  
 NF0004  ___________________________________________________________________
 NF0004  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0004  DYNAMIC HT  -         272.132 (meters)     892.82  (feet)  COMP
 NF0004  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 NF0004
 NF0004  VERT ORDER  -  FIRST     CLASS II
 NF0004
 NF0004.The horizontal coordinates were scaled from a topographic map and have
 NF0004.an estimated accuracy of +/- 6 seconds.
 NF0004
 NF0004.The orthometric height was determined by differential leveling
 NF0004.and adjusted by the National Geodetic Survey in June 1991..
 NF0004
 NF0004.The geoid height was determined by GEOID03.
 NF0004
 NF0004.The dynamic height is computed by dividing the NAVD 88
 NF0004.geopotential number by the normal gravity value computed on the
 NF0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0004.degrees latitude (g = 980.6199 gals.).
 NF0004
 NF0004.The modeled gravity was interpolated from observed gravity values.
 NF0004
 NF0004;                    North         East    Units  Estimated Accuracy
 NF0004;SPC MI S     -   120,180.    3,993,320.      MT  (+/- 180 meters Scaled)
 NF0004
 NF0004                          SUPERSEDED SURVEY CONTROL
 NF0004
 NF0004  NGVD 29 (??/??/92)  272.344  (m)          893.52   (f) ADJ UNCH    1 2
 NF0004
 NF0004.Superseded values are not recommended for survey control.
 NF0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0004.See file dsdata.txt to determine how the superseded data were derived.
 NF0004
 NF0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN094175(NAD 83)
 NF0004_MARKER: DD = SURVEY DISK
 NF0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0004_SP_SET: BRIDGE
 NF0004_STAMPING: MICHIGAN 893.515
 NF0004_PROJECTION: FLUSH
 NF0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0004
 NF0004  HISTORY     - Date     Condition        Report By
 NF0004  HISTORY     - UNK      MONUMENTED       USGS
 NF0004  HISTORY     - 1916     GOOD             NGS
 NF0004  HISTORY     - 1934     GOOD             NGS
 NF0004  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0004  HISTORY     - 20030419 POOR             USPSQD
 NF0004  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0004
 NF0004                          STATION DESCRIPTION
 NF0004
 NF0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 NF0004'AT MASON.
 NF0004'AT MASON, INGHAM COUNTY, 1/8 MILE SOUTHEAST OF THE MICHIGAN
 NF0004'CENTRAL RAILROAD STATION, AT THE WEST COLUMBIA STREET BRIDGE
 NF0004'OVER SYCAMORE CREEK, ON THE NORTHWEST END OF THE NORTHEAST
 NF0004'WALL, AND 1.2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES
 NF0004'GEOLOGICAL SURVEY STANDARD DISK, STAMPED MICHIGAN 893.515.
 NF0004
 NF0004                          STATION RECOVERY (1934)
 NF0004
 NF0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0004'RECOVERED IN GOOD CONDITION.
 NF0004
 NF0004                          STATION RECOVERY (1992)
 NF0004
 NF0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0004'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0004
 NF0004                          STATION RECOVERY (2003)
 NF0004
 NF0004'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0004'3/4 OF MARK IS GONE. CHANGE NAME OF STREET FROM WEST COLUMBIA TO STATE
 NF0004'STREET. MARK IS USABLE.
 NF0004
 NF0004                          STATION RECOVERY (2005)
 NF0004
 NF0004'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0004'IT LOOKS LIKE THE MARK HAS BEEN DESTROYED AS A NEW BRIDGE HAS BEEN
 NF0004'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0548 ***********************************************************************
 RJ0548  DESIGNATION -  A 199
 RJ0548  PID         -  RJ0548
 RJ0548  STATE/COUNTY-  MI/LUCE
 RJ0548  USGS QUAD   -  MUSKALLONGE LAKE WEST (1968)
 RJ0548
 RJ0548                         *CURRENT SURVEY CONTROL
 RJ0548  ___________________________________________________________________
 RJ0548* NAD 83(1986)-  46 39 47.     (N)    085 44 41.     (W)     SCALED    
 RJ0548* NAVD 88     -       207.575  (meters)     681.02   (feet)  ADJUSTED  
 RJ0548  ___________________________________________________________________
 RJ0548  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 RJ0548  DYNAMIC HT  -         207.594 (meters)     681.08  (feet)  COMP
 RJ0548  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 RJ0548
 RJ0548  VERT ORDER  -  SECOND    CLASS 0
 RJ0548
 RJ0548.The horizontal coordinates were scaled from a topographic map and have
 RJ0548.an estimated accuracy of +/- 6 seconds.
 RJ0548
 RJ0548.The orthometric height was determined by differential leveling
 RJ0548.and adjusted by the National Geodetic Survey in June 1991..
 RJ0548
 RJ0548.The geoid height was determined by GEOID03.
 RJ0548
 RJ0548.The dynamic height is computed by dividing the NAVD 88
 RJ0548.geopotential number by the normal gravity value computed on the
 RJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0548.degrees latitude (g = 980.6199 gals.).
 RJ0548
 RJ0548.The modeled gravity was interpolated from observed gravity values.
 RJ0548
 RJ0548;                    North         East    Units  Estimated Accuracy
 RJ0548;SPC MI N     -   209,680.    8,096,060.      MT  (+/- 180 meters Scaled)
 RJ0548
 RJ0548                          SUPERSEDED SURVEY CONTROL
 RJ0548
 RJ0548  NGVD 29 (??/??/92)  207.538  (m)          680.90   (f) ADJ UNCH    2 0
 RJ0548
 RJ0548.Superseded values are not recommended for survey control.
 RJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0548.See file dsdata.txt to determine how the superseded data were derived.
 RJ0548
 RJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES960684(NAD 83)
 RJ0548_MARKER: DB = BENCH MARK DISK
 RJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0548_STAMPING: A 199 1964
 RJ0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0548+STABILITY: SURFACE MOTION
 RJ0548
 RJ0548  HISTORY     - Date     Condition        Report By
 RJ0548  HISTORY     - 1964     MONUMENTED       CGS
 RJ0548
 RJ0548                          STATION DESCRIPTION
 RJ0548
 RJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0548'11.1 MI SW FROM DEER PARK.
 RJ0548'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0548'LODGE AT DEER PARK, THENCE 7.5 MILES WEST AND NORTHWEST ALONG
 RJ0548'COUNTY ROADS 410 AND 416, THENCE 0.9 MILE NORTH ALONG COUNTY
 RJ0548'ROAD 433, IN S 12, T 49 N, R 12 W, ABOUT 0.7 MILE SOUTH OF A
 RJ0548'30-FOOT WOODEN BIRDGE OVER THE BLIND SUCKER RIVER, 36 FEET
 RJ0548'SOUTHWEST OF THE CENTER OF THE JUNCTION OF A NARROW SAND ROAD
 RJ0548'LEADING WEST, 34 FEET WEST OF THE CENTER LINE OF THE ROAD, 17
 RJ0548'FEET SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 1.4
 RJ0548'FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 RJ0548'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0249 ***********************************************************************
 QK0249  DESIGNATION -  A 2
 QK0249  PID         -  QK0249
 QK0249  STATE/COUNTY-  MI/MACKINAC
 QK0249  USGS QUAD   -  ST IGNACE (1976)
 QK0249
 QK0249                         *CURRENT SURVEY CONTROL
 QK0249  ___________________________________________________________________
 QK0249* NAD 83(1994)-  45 50 50.27400(N)    084 43 23.98667(W)     ADJUSTED  
 QK0249* NAVD 88     -       177.331  (meters)     581.79   (feet)  ADJUSTED  
 QK0249  ___________________________________________________________________
 QK0249  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 QK0249  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0249  DYNAMIC HT  -         177.337 (meters)     581.81  (feet)  COMP
 QK0249  MODELED GRAV-     980,647.2   (mgal)                       NAVD 88
 QK0249
 QK0249  HORZ ORDER  -  FIRST
 QK0249  VERT ORDER  -  FIRST     CLASS II
 QK0249
 QK0249.The horizontal coordinates were established by classical geodetic methods
 QK0249.and adjusted by the National Geodetic Survey in February 1997..
 QK0249
 QK0249.The orthometric height was determined by differential leveling
 QK0249.and adjusted by the National Geodetic Survey in June 1991..
 QK0249
 QK0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0249
 QK0249.The geoid height was determined by GEOID03.
 QK0249
 QK0249.The dynamic height is computed by dividing the NAVD 88
 QK0249.geopotential number by the normal gravity value computed on the
 QK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0249.degrees latitude (g = 980.6199 gals.).
 QK0249
 QK0249.The modeled gravity was interpolated from observed gravity values.
 QK0249
 QK0249;                    North         East     Units Scale Factor Converg.
 QK0249;SPC MI N     -   120,792.991 8,176,806.554   MT  0.99993188   +1 38 44.0
 QK0249;SPC MI N     -   396,302.46 26,826,793.16   iFT  0.99993188   +1 38 44.0
 QK0249;UTM  16      - 5,079,602.006   676,770.859   MT  0.99998417   +1 38 02.0
 QK0249
 QK0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0249!SPC MI N     -   0.99997775  x   0.99993188  =   0.99990963
 QK0249!UTM  16      -   0.99997775  x   0.99998417  =   0.99996192
 QK0249
 QK0249:                Primary Azimuth Mark                     Grid Az
 QK0249:SPC MI N     -  MACKINAC IS GRAND HOTEL TANK             084 47 58.3
 QK0249:UTM  16      -  MACKINAC IS GRAND HOTEL TANK             084 48 40.3
 QK0249
 QK0249|---------------------------------------------------------------------|
 QK0249| PID    Reference Object                     Distance      Geod. Az  |
 QK0249|                                                           dddmmss.s |
 QK0249| QK0736 MACKINAC IS GRAND HOTEL TANK        APPROX. 7.5 KM 0862642.3 |
 QK0249| QK0726 ROUND ISLAND LIGHT                  APPROX. 8.4 KM 0931116.9 |
 QK0249| QK0734 MACKINAW CITY MUNICIPAL TANK        APPROX. 7.1 KM 1801030.6 |
 QK0249|---------------------------------------------------------------------|
 QK0249
 QK0249                          SUPERSEDED SURVEY CONTROL
 QK0249
 QK0249  NAD 83(1986)-  45 50 50.26683(N)    084 43 23.98582(W) AD(       ) 1
 QK0249  NAD 27      -  45 50 50.22400(N)    084 43 23.80900(W) AD(       ) 1
 QK0249  NGVD 29 (??/??/92)  177.373  (m)          581.93   (f) ADJ UNCH    1 2
 QK0249
 QK0249.Superseded values are not recommended for survey control.
 QK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0249.See file dsdata.txt to determine how the superseded data were derived.
 QK0249
 QK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7677179602(NAD 83)
 QK0249_MARKER: P = PIPE CAP
 QK0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QK0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0249
 QK0249  HISTORY     - Date     Condition        Report By
 QK0249  HISTORY     - 1954     MONUMENTED       MIDH
 QK0249  HISTORY     - UNK      GOOD             NGS
 QK0249  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0249
 QK0249                          STATION DESCRIPTION
 QK0249
 QK0249'DESCRIBED BY MI DEPT OF HIGHWAYS 1954 (CTH)
 QK0249'STATION IS SITUATED 1.5 MILES WEST OF ST. IGNACE AT THE NORTHERN END
 QK0249'OF THE MOLE
 QK0249'SECTION COMPRISING THE NORTHERN APPROACH TO THE PROPOSED
 QK0249'STRAITS OF MACKINAC BRIDGE.
 QK0249'THIS POINT IS THE ORIGINAL NORTHERN POINT
 QK0249'DESIGNATING THE CENTERLINE OF THE BRIDGE AND
 QK0249'WAS ESTABLISHED BY THE MICHIGAN
 QK0249'STATE HIGHWAY DEPARTMENT.  THE MARK IS A 2-BY 48-INCH IRON PIPE
 QK0249'WITH CAP,
 QK0249'WITH TRIANGLE AND PUNCHMARK INSCRIBED ON TOP.  THIS MARK IS 8
 QK0249'FEET BELOW THE PRESENT
 QK0249'GROUND LEVEL, ACCESS TO SAME BY BRICK-SIDED CIRCULAR
 QK0249'MANHOLE WITH STANDARD SEWER MANHOLE
 QK0249'COLLAR AND LID.  THE PIPE
 QK0249'MARKER IS SET IN CONCRETE, WITH JUST THE CAP
 QK0249'PROTRUDING FROM THE CONCRETE.
 QK0249'UNLESS TRANSFERRED TO THE BRIDGE LEVEL LATER THIS MARKER WILL
 QK0249'BE
 QK0249'INACCESSIBLE AFTER THE BRIDGE IS COMPLETED.
 QK0249
 QK0249                          STATION RECOVERY (UNK )
 QK0249
 QK0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY UNK
 QK0249'1.5 MI W FROM ST IGNACE.
 QK0249'1.5 MILES WEST OF ST. IGNACE, MACKINAC COUNTY, AT THE NORTHERN
 QK0249'END OF THE MOLE SECTION COMPRISING THE NORTHERN APPROACH TO THE
 QK0249'PROPOSED STRAITS OF MACKINAC BRIDGE, THE NORTHERN POINT
 QK0249'DESIGNATING THE CENTERLINE OF THE BRIDGE, 8 FEET BELOW THE
 QK0249'PRESENT GROUND LEVEL, ACCESS TO SAME BY BRICK-SIDED CIRCULAR
 QK0249'MANHOLE WITH STANDARD SEWER MANHOLE COLLAR AND LID.  A 2- BY
 QK0249'48-INCH IRON PIPE WITH CAP, WITH TRIANGLE AND PUNCHMARK INSCRIBED
 QK0249'ON TOP, SET IN CONCRETE WITH JUST THE CAP PROTRUDING.
 QK0249'NOTE-- UNLESS THIS MARK IS TRANSFERRED TO THE BRIDGE LEVEL
 QK0249'LATER, THIS MARKER WILL BE INACCESSABLE AFTER THE BRIDGE IS
 QK0249'COMPLETED.
 QK0249
 QK0249                          STATION RECOVERY (1956)
 QK0249
 QK0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0249'THE STATION MARK WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD
 QK0249'CONDITION.  THE AREA IS
 QK0249'STILL UNDER CONSTRUCTION AND THE DESCRIPTION IS ADEQUATE AT THE
 QK0249'PRESENT TIME.
 QK0249'
 QK0249'MR. JACK KENNY, BRIDGE ENGINEER, STATES THAT THE CIRCULAR MANHOLE
 QK0249'THAT IS BUILT AROUND THE
 QK0249'STATION MARK WILL BE EXTENDED UP TO THE BRIDGE APPROACH AND THE
 QK0249'STATION MARK WILL BE PRESERVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0271 ***********************************************************************
 QK0271  DESIGNATION -  A 200
 QK0271  PID         -  QK0271
 QK0271  STATE/COUNTY-  MI/MACKINAC
 QK0271  USGS QUAD   -  ST IGNACE (1976)
 QK0271
 QK0271                         *CURRENT SURVEY CONTROL
 QK0271  ___________________________________________________________________
 QK0271* NAD 83(1986)-  45 51 20.     (N)    084 44 55.     (W)     SCALED    
 QK0271* NAVD 88     -       201.501  (meters)     661.09   (feet)  ADJUSTED  
 QK0271  ___________________________________________________________________
 QK0271  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QK0271  DYNAMIC HT  -         201.509 (meters)     661.12  (feet)  COMP
 QK0271  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 QK0271
 QK0271  VERT ORDER  -  FIRST     CLASS 0
 QK0271
 QK0271.The horizontal coordinates were scaled from a topographic map and have
 QK0271.an estimated accuracy of +/- 6 seconds.
 QK0271
 QK0271.The orthometric height was determined by differential leveling
 QK0271.and adjusted by the National Geodetic Survey in June 1991..
 QK0271
 QK0271.The geoid height was determined by GEOID03.
 QK0271
 QK0271.The dynamic height is computed by dividing the NAVD 88
 QK0271.geopotential number by the normal gravity value computed on the
 QK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0271.degrees latitude (g = 980.6199 gals.).
 QK0271
 QK0271.The modeled gravity was interpolated from observed gravity values.
 QK0271
 QK0271;                    North         East    Units  Estimated Accuracy
 QK0271;SPC MI N     -   121,650.    8,174,820.      MT  (+/- 180 meters Scaled)
 QK0271
 QK0271                          SUPERSEDED SURVEY CONTROL
 QK0271
 QK0271  NGVD 29 (??/??/92)  201.53   (m)          661.2    (f) COMPUTED    1 0
 QK0271
 QK0271.Superseded values are not recommended for survey control.
 QK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0271.See file dsdata.txt to determine how the superseded data were derived.
 QK0271
 QK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR747804(NAD 83)
 QK0271_MARKER: DB = BENCH MARK DISK
 QK0271_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0271_SP_SET: 8 FEET
 QK0271_STAMPING: A 200 1972
 QK0271_MARK LOGO: NGS   
 QK0271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0271
 QK0271  HISTORY     - Date     Condition        Report By
 QK0271  HISTORY     - 1972     MONUMENTED       NGS
 QK0271  HISTORY     - 1983     GOOD             NGS
 QK0271  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0271  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0271  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0271
 QK0271                          STATION DESCRIPTION
 QK0271
 QK0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0271'1 MI W FROM ST IGNACE.
 QK0271'ABOUT 1.0 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0271'OVER I-75 AT ST IGNACE, ON THE WEST SLOPE OF A LOW HILL, ABOUT
 QK0271'0.1 MILE EAST OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 100
 QK0271'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 103 FEET EAST OF
 QK0271'THE SOUTHEAST LEG OF A SIGN BOARD, 9 1/2 FEET SOUTHEAST OF THE
 QK0271'SOUTHWEST LEG OF A SIGN BOARD, 0.4 FOOT SOUTH OF A METAL WITNESS
 QK0271'POST, ABOUT LEVEL WITH THE HGIHWAY AND IS A DISK ON THE TOP OF
 QK0271'A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND
 QK0271'ENCASED IN A 6 INCH PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL
 QK0271'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 8 FEET.
 QK0271
 QK0271                          STATION RECOVERY (1983)
 QK0271
 QK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0271'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.
 QK0271
 QK0271                          STATION RECOVERY (1995)
 QK0271
 QK0271'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0271'MARK NOT FOUND.
 QK0271
 QK0271                          STATION RECOVERY (2001)
 QK0271
 QK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0271
 QK0271                          STATION RECOVERY (2002)
 QK0271
 QK0271'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0388 ***********************************************************************
 RJ0388  DESIGNATION -  A 201
 RJ0388  PID         -  RJ0388
 RJ0388  STATE/COUNTY-  MI/MACKINAC
 RJ0388  USGS QUAD   -  EPOUFETTE (1975)
 RJ0388
 RJ0388                         *CURRENT SURVEY CONTROL
 RJ0388  ___________________________________________________________________
 RJ0388* NAD 83(1986)-  46 02 43.     (N)    085 07 31.     (W)     SCALED    
 RJ0388* NAVD 88     -       227.067  (meters)     744.97   (feet)  ADJUSTED  
 RJ0388  ___________________________________________________________________
 RJ0388  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RJ0388  DYNAMIC HT  -         227.082 (meters)     745.02  (feet)  COMP
 RJ0388  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 RJ0388
 RJ0388  VERT ORDER  -  FIRST     CLASS 0
 RJ0388
 RJ0388.The horizontal coordinates were scaled from a topographic map and have
 RJ0388.an estimated accuracy of +/- 6 seconds.
 RJ0388
 RJ0388.The orthometric height was determined by differential leveling
 RJ0388.and adjusted by the National Geodetic Survey in June 1991..
 RJ0388
 RJ0388.The geoid height was determined by GEOID03.
 RJ0388
 RJ0388.The dynamic height is computed by dividing the NAVD 88
 RJ0388.geopotential number by the normal gravity value computed on the
 RJ0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0388.degrees latitude (g = 980.6199 gals.).
 RJ0388
 RJ0388.The modeled gravity was interpolated from observed gravity values.
 RJ0388
 RJ0388;                    North         East    Units  Estimated Accuracy
 RJ0388;SPC MI N     -   141,970.    8,145,080.      MT  (+/- 180 meters Scaled)
 RJ0388
 RJ0388                          SUPERSEDED SURVEY CONTROL
 RJ0388
 RJ0388  NGVD 29 (??/??/92)  227.107  (m)          745.10   (f) ADJ UNCH    1 0
 RJ0388
 RJ0388.Superseded values are not recommended for survey control.
 RJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0388.See file dsdata.txt to determine how the superseded data were derived.
 RJ0388
 RJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS450007(NAD 83)
 RJ0388_MARKER: DB = BENCH MARK DISK
 RJ0388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0388_SP_SET: GUARDRAIL BASE
 RJ0388_STAMPING: A 201 1972
 RJ0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0388
 RJ0388  HISTORY     - Date     Condition        Report By
 RJ0388  HISTORY     - 1972     MONUMENTED       NGS
 RJ0388  HISTORY     - 1984     GOOD             NGS
 RJ0388  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0388  HISTORY     - 20000524 MARK NOT FOUND   MIDT
 RJ0388
 RJ0388                          STATION DESCRIPTION
 RJ0388
 RJ0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0388'4.4 MI NW FROM BREVORT.
 RJ0388'ABOUT 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0388'LUTHERAN CHURCH AT BREVORT, 18 FEET NORTHEAST OF THE CENTER
 RJ0388'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 RJ0388'NORTHEAST CONCRETE GUARDRAIL FOR THE HIGHWAY BRIDGE OVER CUT
 RJ0388'RIVER, 42 FEET SOUTHEAST OF THE NORTHWEST END OF THE STONE
 RJ0388'GUARDRAIL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 RJ0388'SECTION 12, T 42 N, R 7 W.
 RJ0388
 RJ0388                          STATION RECOVERY (1984)
 RJ0388
 RJ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RJ0388'RECOVERED IN GOOD CONDITION.
 RJ0388
 RJ0388                          STATION RECOVERY (1995)
 RJ0388
 RJ0388'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0388'MARK NOT FOUND.
 RJ0388
 RJ0388                          STATION RECOVERY (2000)
 RJ0388
 RJ0388'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (LEW)
 RJ0388'STATION A 201 DESTROYED IN 1984 CUT RIVER BRIDGE IMPROVEMENT WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0698 ***********************************************************************
 RJ0698  DESIGNATION -  A 201 RESET 1984
 RJ0698  PID         -  RJ0698
 RJ0698  STATE/COUNTY-  MI/MACKINAC
 RJ0698  USGS QUAD   -  EPOUFETTE (1975)
 RJ0698
 RJ0698                         *CURRENT SURVEY CONTROL
 RJ0698  ___________________________________________________________________
 RJ0698* NAD 83(1986)-  46 02 43.     (N)    085 07 31.     (W)     SCALED    
 RJ0698* NAVD 88     -       228.11   (meters)     748.4    (feet)  RESET     
 RJ0698  ___________________________________________________________________
 RJ0698  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RJ0698
 RJ0698  VERT ORDER  -  THIRD
 RJ0698
 RJ0698.The horizontal coordinates were scaled from a topographic map and have
 RJ0698.an estimated accuracy of +/- 6 seconds.
 RJ0698
 RJ0698.The orthometric height was computed from unverified reset data.
 RJ0698.No vertical observational check was made to the station.
 RJ0698
 RJ0698.The geoid height was determined by GEOID03.
 RJ0698
 RJ0698;                    North         East    Units  Estimated Accuracy
 RJ0698;SPC MI N     -   141,970.    8,145,080.      MT  (+/- 180 meters Scaled)
 RJ0698
 RJ0698                          SUPERSEDED SURVEY CONTROL
 RJ0698
 RJ0698.No superseded survey control is available for this station.
 RJ0698
 RJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS450007(NAD 83)
 RJ0698_MARKER: DB = BENCH MARK DISK
 RJ0698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RJ0698_SP_SET: BILLBOARD BASE
 RJ0698_STAMPING: A 201 RESET 1984
 RJ0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0698
 RJ0698  HISTORY     - Date     Condition        Report By
 RJ0698  HISTORY     - 1984     MONUMENTED       NGS
 RJ0698  HISTORY     - 20020513 GOOD             MIDT
 RJ0698  HISTORY     - 20030606 GOOD             USPSQD
 RJ0698  HISTORY     - 20060830 GOOD             USPSQD
 RJ0698
 RJ0698                          STATION DESCRIPTION
 RJ0698
 RJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RJ0698'7.3 KM (4.5 MI) NW FROM BREVORT.
 RJ0698'7.3 KM (4.5 MI) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0698'LUTHERAN CHURCH IN BREVORT, JUST AFTER CROSSING THE CUT RIVER BRIDGE
 RJ0698'IN A ROADSIDE REST AREA ON THE NORTH SIDE OF HIGHWAY, IN THE CONCRETE
 RJ0698'BAES WHICH HOLDS A BILLBOARD WITH THE MICHIGAN STATE MAP INSIDE,
 RJ0698'21.9 METERS (72.0 FEET) NORTHEAST OF THE CENTERLINE OF HIGHWAY, AND
 RJ0698'18.6 METERS (61.0 FEET) SOUTHEAST OF A HAND OPERATED PUMP ATOP
 RJ0698'A WATER WELL.
 RJ0698'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 RJ0698
 RJ0698                          STATION RECOVERY (2002)
 RJ0698
 RJ0698'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RJ0698'STATION A 201 RESET 1984 IS IN SOUTHEAST CORNER OF A CONCRETE SLAB
 RJ0698'THAT WAS A SIGN BASE - SIGN REMOVED, 0.6 FEET WEST AND 0.6 FEET NORTH
 RJ0698'OF EDGES, N75W - 27.5 FEET OF WEST METAL GATE POST OF EAST DRIVE TO
 RJ0698'PICNIC AREA, S30W - 25 FEET OF METAL POST FOR BARBECUE GRILL AND N25W
 RJ0698'- 12 FEET OF WOOD POST FOR NATURE TRAIL SIGN.
 RJ0698
 RJ0698                          STATION RECOVERY (2003)
 RJ0698
 RJ0698'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0698'RECOVERED IN GOOD CONDITION.
 RJ0698
 RJ0698                          STATION RECOVERY (2006)
 RJ0698
 RJ0698'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0503 ***********************************************************************
 RJ0503  DESIGNATION -  A 202
 RJ0503  PID         -  RJ0503
 RJ0503  STATE/COUNTY-  MI/MACKINAC
 RJ0503  USGS QUAD   -  GOULD CITY (1973)
 RJ0503
 RJ0503                         *CURRENT SURVEY CONTROL
 RJ0503  ___________________________________________________________________
 RJ0503* NAD 83(1986)-  46 05 46.     (N)    085 41 51.     (W)     SCALED    
 RJ0503* NAVD 88     -       226.332  (meters)     742.56   (feet)  ADJUSTED  
 RJ0503  ___________________________________________________________________
 RJ0503  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0503  DYNAMIC HT  -         226.343 (meters)     742.59  (feet)  COMP
 RJ0503  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RJ0503
 RJ0503  VERT ORDER  -  FIRST     CLASS 0
 RJ0503
 RJ0503.The horizontal coordinates were scaled from a topographic map and have
 RJ0503.an estimated accuracy of +/- 6 seconds.
 RJ0503
 RJ0503.The orthometric height was determined by differential leveling
 RJ0503.and adjusted by the National Geodetic Survey in June 1991..
 RJ0503
 RJ0503.The geoid height was determined by GEOID03.
 RJ0503
 RJ0503.The dynamic height is computed by dividing the NAVD 88
 RJ0503.geopotential number by the normal gravity value computed on the
 RJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0503.degrees latitude (g = 980.6199 gals.).
 RJ0503
 RJ0503.The modeled gravity was interpolated from observed gravity values.
 RJ0503
 RJ0503;                    North         East    Units  Estimated Accuracy
 RJ0503;SPC MI N     -   146,740.    8,100,710.      MT  (+/- 180 meters Scaled)
 RJ0503
 RJ0503                          SUPERSEDED SURVEY CONTROL
 RJ0503
 RJ0503  NGVD 29 (??/??/92)  226.369  (m)          742.68   (f) ADJ UNCH    1 0
 RJ0503
 RJ0503.Superseded values are not recommended for survey control.
 RJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0503.See file dsdata.txt to determine how the superseded data were derived.
 RJ0503
 RJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS006055(NAD 83)
 RJ0503_MARKER: DB = BENCH MARK DISK
 RJ0503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0503_SP_SET: 13 1/2 FEET
 RJ0503_STAMPING: A 202 1972
 RJ0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0503
 RJ0503  HISTORY     - Date     Condition        Report By
 RJ0503  HISTORY     - 1972     MONUMENTED       NGS
 RJ0503  HISTORY     - 19950530 GOOD             USPSQD
 RJ0503  HISTORY     - 19950816 GOOD             USPSQD
 RJ0503  HISTORY     - 20001010 GOOD             WOOLPT
 RJ0503  HISTORY     - 20021111 GOOD             USPSQD
 RJ0503  HISTORY     - 20060915 GOOD             USPSQD
 RJ0503
 RJ0503                          STATION DESCRIPTION
 RJ0503
 RJ0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0503'AT GOULD CITY.
 RJ0503'AT GOULD CITY, 82 1/2 FEET SOUTHWEST OF THE CENTER OF THE
 RJ0503'CROSSING OF THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD
 RJ0503'AND COUNTY ROAD 1130, 38 FEET NORTHWEST OF AND ACROSS THE
 RJ0503'COUNTY ROAD FROM THE NORTHWEST CORNER OF THE POST OFFICE
 RJ0503'BUILDING, 56 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 RJ0503'TRACK, 38 1/2 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 RJ0503'80.5 FEET NORTH OF THE NORTHEAST CORNER OF A 2-STORY FRAME
 RJ0503'HOUSE, 12 1/2 FEET WEST OF TELEPHONE POLE NO. 47 WHICH IS BRACED
 RJ0503'BY A GUY WIRE, 4.5 FEET WEST OF THE WEST EDGE OF A CONCRETE
 RJ0503'SIDEWALK, 5 1/2 FEET EAST OF A BRACE WIRE, 0.5 FOOT NORTHEAST
 RJ0503'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND
 RJ0503'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT PROJECTS
 RJ0503'2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6
 RJ0503'INCH PIPE THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 RJ0503'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 13 1/2 FEET.
 RJ0503'SEC 29, T 42 N, R 11 W.
 RJ0503
 RJ0503                          STATION RECOVERY (1995)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (1995)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (2000)
 RJ0503
 RJ0503'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (2002)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0503'RECOVERED IN GOOD CONDITION.
 RJ0503
 RJ0503                          STATION RECOVERY (2006)
 RJ0503
 RJ0503'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0034 ***********************************************************************
 QL0034  DESIGNATION -  A 203
 QL0034  PID         -  QL0034
 QL0034  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0034  USGS QUAD   -  GULLIVER (1972)
 QL0034
 QL0034                         *CURRENT SURVEY CONTROL
 QL0034  ___________________________________________________________________
 QL0034* NAD 83(1986)-  45 59 19.     (N)    086 05 54.     (W)     SCALED    
 QL0034* NAVD 88     -       200.311  (meters)     657.19   (feet)  ADJUSTED  
 QL0034  ___________________________________________________________________
 QL0034  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QL0034  DYNAMIC HT  -         200.318 (meters)     657.21  (feet)  COMP
 QL0034  MODELED GRAV-     980,648.2   (mgal)                       NAVD 88
 QL0034
 QL0034  VERT ORDER  -  FIRST     CLASS 0
 QL0034
 QL0034.The horizontal coordinates were scaled from a topographic map and have
 QL0034.an estimated accuracy of +/- 6 seconds.
 QL0034
 QL0034.The orthometric height was determined by differential leveling
 QL0034.and adjusted by the National Geodetic Survey in June 1991..
 QL0034
 QL0034.The geoid height was determined by GEOID03.
 QL0034
 QL0034.The dynamic height is computed by dividing the NAVD 88
 QL0034.geopotential number by the normal gravity value computed on the
 QL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0034.degrees latitude (g = 980.6199 gals.).
 QL0034
 QL0034.The modeled gravity was interpolated from observed gravity values.
 QL0034
 QL0034;                    North         East    Units  Estimated Accuracy
 QL0034;SPC MI N     -   134,360.    8,069,850.      MT  (+/- 180 meters Scaled)
 QL0034
 QL0034                          SUPERSEDED SURVEY CONTROL
 QL0034
 QL0034  NGVD 29 (??/??/92)  200.28   (m)          657.1    (f) COMPUTED    1 0
 QL0034
 QL0034.Superseded values are not recommended for survey control.
 QL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0034.See file dsdata.txt to determine how the superseded data were derived.
 QL0034
 QL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER698931(NAD 83)
 QL0034_MARKER: DB = BENCH MARK DISK
 QL0034_SETTING: 66 = SET IN ROCK OUTCROP
 QL0034_SP_SET: LIMESTONE OUTCROP
 QL0034_STAMPING: A 203 1972
 QL0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0034+STABILITY: POSITION/ELEVATION WELL
 QL0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0034+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0034
 QL0034  HISTORY     - Date     Condition        Report By
 QL0034  HISTORY     - 1972     MONUMENTED       NGS
 QL0034  HISTORY     - 1979     GOOD             MIDH
 QL0034  HISTORY     - 20010911 GOOD             MIDT
 QL0034  HISTORY     - 20060918 GOOD             USPSQD
 QL0034
 QL0034                          STATION DESCRIPTION
 QL0034
 QL0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0034'3.9 MI W FROM GULLIVER.
 QL0034'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0034'AT GULLIVER, 0.15 MILE SOUTHWEST OF A ROAD INTERSECTION, AT THE
 QL0034'NORTHEAST END OF A SHALLOW ROCK CUT, 52 FEET NORTHWEST OF THE
 QL0034'CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF A POINT OF A LOW
 QL0034'ROCK AT THE NORTHEAST END OF THE CUT, SET IN THE TOP OF A
 QL0034'LARGE FLAT LIMESTONE OUTCROP AND 1 FOOT BELOW THE LEVEL OF THE
 QL0034'HIGHWAY.  SECTION 31, T42N, R14W
 QL0034
 QL0034                          STATION RECOVERY (1979)
 QL0034
 QL0034'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0034'RECOVERED IN GOOD CONDITION.
 QL0034
 QL0034                          STATION RECOVERY (2001)
 QL0034
 QL0034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0034'STATION IS S04W, 4.4' OF A CARSONITE WITNESS POST.
 QL0034
 QL0034                          STATION RECOVERY (2006)
 QL0034
 QL0034'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0095 ***********************************************************************
 QL0095  DESIGNATION -  A 204
 QL0095  PID         -  QL0095
 QL0095  STATE/COUNTY-  MI/DELTA
 QL0095  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0095
 QL0095                         *CURRENT SURVEY CONTROL
 QL0095  ___________________________________________________________________
 QL0095* NAD 83(1986)-  45 53 55.     (N)    086 33 24.     (W)     SCALED    
 QL0095* NAVD 88     -       178.023  (meters)     584.06   (feet)  ADJUSTED  
 QL0095  ___________________________________________________________________
 QL0095  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QL0095  DYNAMIC HT  -         178.026 (meters)     584.07  (feet)  COMP
 QL0095  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 QL0095
 QL0095  VERT ORDER  -  FIRST     CLASS 0
 QL0095
 QL0095.The horizontal coordinates were scaled from a topographic map and have
 QL0095.an estimated accuracy of +/- 6 seconds.
 QL0095
 QL0095.The orthometric height was determined by differential leveling
 QL0095.and adjusted by the National Geodetic Survey in June 1991..
 QL0095
 QL0095.The geoid height was determined by GEOID03.
 QL0095
 QL0095.The dynamic height is computed by dividing the NAVD 88
 QL0095.geopotential number by the normal gravity value computed on the
 QL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0095.degrees latitude (g = 980.6199 gals.).
 QL0095
 QL0095.The modeled gravity was interpolated from observed gravity values.
 QL0095
 QL0095;                    North         East    Units  Estimated Accuracy
 QL0095;SPC MI N     -   124,050.    8,034,400.      MT  (+/- 180 meters Scaled)
 QL0095
 QL0095                          SUPERSEDED SURVEY CONTROL
 QL0095
 QL0095  NGVD 29 (??/??/92)  177.99   (m)          584.0    (f) COMPUTED    1 0
 QL0095
 QL0095.Superseded values are not recommended for survey control.
 QL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0095.See file dsdata.txt to determine how the superseded data were derived.
 QL0095
 QL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER343828(NAD 83)
 QL0095_MARKER: DB = BENCH MARK DISK
 QL0095_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0095_SP_SET: 29.5 FT
 QL0095_STAMPING: A 204 1972
 QL0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0095+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0095
 QL0095  HISTORY     - Date     Condition        Report By
 QL0095  HISTORY     - 1972     MONUMENTED       NGS
 QL0095  HISTORY     - 20050201 GOOD             MIDT
 QL0095
 QL0095                          STATION DESCRIPTION
 QL0095
 QL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0095'4.4 MI W FROM COOKS.
 QL0095'ABOUT 4.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 QL0095'OF COUNTY ROAD 442 AT COOKS, 1.2 MILES WEST OF THE INTERSECTION
 QL0095'OF COUNTY ROADS 483 AND N 32 AND THE SMALL VILLAGE OF GARDEN
 QL0095'CORNERS, AT THE NORTHEAST EDGE OF A PICNIC AREA, 90 FEET
 QL0095'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 1/2 FEET
 QL0095'NORTHEAST OF THE NORTH CORNER OF THE CONCRETE BASE FOR AN IRON
 QL0095'BAR-B-QUE GRILL, 19 1/2 FEET SOUTHEAST OF A 26 INCH PINE TREE,
 QL0095'11 FEET NORTHWEST OF A TRIPLE FORKED MAPLE TREE, 0.8 FOOT
 QL0095'NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 QL0095'HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QL0095'THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED N A 6
 QL0095'INCH IRON PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 QL0095'GROUND.  THE MARK WAS DRIVEN TO REFUSAL AT A DEPTH OF 29 1/2
 QL0095'FEET.
 QL0095
 QL0095                          STATION RECOVERY (2005)
 QL0095
 QL0095'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0095'THE PICNIC AREA NO LONGER EXISTS.  THE 26 INCH PINE TREE IN THE
 QL0095'DESCRIPTION IS NOW A 36 INCH WHITE PINE AND IS EASILY THE MOST
 QL0095'PROMINENT TREE IN THE GENERAL AREA OF THE MONUMENT.  THE MONUMENT IS
 QL0095'1.11 MILES WEST OF THE INTERSECTION OF US-2 AND M-183.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0201 ***********************************************************************
 QL0201  DESIGNATION -  A 205
 QL0201  PID         -  QL0201
 QL0201  STATE/COUNTY-  MI/DELTA
 QL0201  USGS QUAD   -  GLADSTONE (1985)
 QL0201
 QL0201                         *CURRENT SURVEY CONTROL
 QL0201  ___________________________________________________________________
 QL0201* NAD 83(1986)-  45 45 24.     (N)    087 04 19.     (W)     SCALED    
 QL0201* NAVD 88     -       187.557  (meters)     615.34   (feet)  ADJUSTED  
 QL0201  ___________________________________________________________________
 QL0201  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 QL0201  DYNAMIC HT  -         187.557 (meters)     615.34  (feet)  COMP
 QL0201  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 QL0201
 QL0201  VERT ORDER  -  FIRST     CLASS 0
 QL0201
 QL0201.The horizontal coordinates were scaled from a topographic map and have
 QL0201.an estimated accuracy of +/- 6 seconds.
 QL0201
 QL0201.The orthometric height was determined by differential leveling
 QL0201.and adjusted by the National Geodetic Survey in June 1991..
 QL0201
 QL0201.The geoid height was determined by GEOID03.
 QL0201
 QL0201.The dynamic height is computed by dividing the NAVD 88
 QL0201.geopotential number by the normal gravity value computed on the
 QL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0201.degrees latitude (g = 980.6199 gals.).
 QL0201
 QL0201.The modeled gravity was interpolated from observed gravity values.
 QL0201
 QL0201;                    North         East    Units  Estimated Accuracy
 QL0201;SPC MI N     -   108,180.    7,994,400.      MT  (+/- 180 meters Scaled)
 QL0201
 QL0201                          SUPERSEDED SURVEY CONTROL
 QL0201
 QL0201  NGVD 29 (??/??/92)  187.57   (m)          615.4    (f) COMPUTED    1 0
 QL0201
 QL0201.Superseded values are not recommended for survey control.
 QL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0201.See file dsdata.txt to determine how the superseded data were derived.
 QL0201
 QL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944670(NAD 83)
 QL0201_MARKER: DB = BENCH MARK DISK
 QL0201_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0201_SP_SET: 80 FT
 QL0201_STAMPING: A 205 1972
 QL0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0201+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2004
 QL0201
 QL0201  HISTORY     - Date     Condition        Report By
 QL0201  HISTORY     - 1972     MONUMENTED       NGS
 QL0201  HISTORY     - 20021003 GOOD             USPSQD
 QL0201  HISTORY     - 20040910 GOOD             DAVWAN
 QL0201  HISTORY     - 20050912 GOOD             USPSQD
 QL0201  HISTORY     - 20060913 GOOD             USPSQD
 QL0201
 QL0201                          STATION DESCRIPTION
 QL0201
 QL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0201'AT ESCANABA.
 QL0201'AT ESCANABA, ABOUT 0.8 MILE WEST ALONG LUDINGTON STREET FROM THE
 QL0201'POST OFFICE AT ESCANABA, THENCE 0.75 MILE NORTH ALONG STEPHENSON
 QL0201'AVE, ABOUT 200 FEET NORTH OF THE CENTER OF THE INTERSECTION OF
 QL0201'STEPHENSON AVENUE, WASHINGTON AVENUE AND SHERIDAN ROAD, AT
 QL0201'THE SOUTH END OF ROSE PARK, 44 FEET WEST OF THE CENTER LINE OF
 QL0201'STEPHENSON AVENUE, 32 1/2 FEET NORTHEAST OF THE CENTER LINE
 QL0201'OF WASHINGTON AVENUE, 36 1/2 FEET SOUTH OF A 22 INCH MAPLE
 QL0201'TREE, 0.6 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE FOUNDATION
 QL0201'FOR A FLAG POLE, 1 FOOT BELOW THE LEVEL OF THE AVENUE AND IS
 QL0201'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS 2 INCHES
 QL0201'BELOW THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH IRON PIPE
 QL0201'THAT IS 2 INCHES BELOW THE LEVEL OF THE GROUND.  THE ROD WAS
 QL0201'DRIVEN TO A DEPTH OF 80 FEET.  SECTION 19, T39N, R22W.
 QL0201
 QL0201                          STATION RECOVERY (2002)
 QL0201
 QL0201'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2004)
 QL0201
 QL0201'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2005)
 QL0201
 QL0201'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0201'RECOVERED IN GOOD CONDITION.
 QL0201
 QL0201                          STATION RECOVERY (2006)
 QL0201
 QL0201'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0423 ***********************************************************************
 RJ0423  DESIGNATION -  A 206
 RJ0423  PID         -  RJ0423
 RJ0423  STATE/COUNTY-  MI/MACKINAC
 RJ0423  USGS QUAD   -  NAUBINWAY (1973)
 RJ0423
 RJ0423                         *CURRENT SURVEY CONTROL
 RJ0423  ___________________________________________________________________
 RJ0423* NAD 83(1986)-  46 06 00.     (N)    085 29 33.     (W)     SCALED    
 RJ0423* NAVD 88     -       179.601  (meters)     589.24   (feet)  ADJUSTED  
 RJ0423  ___________________________________________________________________
 RJ0423  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0423  DYNAMIC HT  -         179.612 (meters)     589.28  (feet)  COMP
 RJ0423  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 RJ0423
 RJ0423  VERT ORDER  -  FIRST     CLASS 0
 RJ0423
 RJ0423.The horizontal coordinates were scaled from a topographic map and have
 RJ0423.an estimated accuracy of +/- 6 seconds.
 RJ0423
 RJ0423.The orthometric height was determined by differential leveling
 RJ0423.and adjusted by the National Geodetic Survey in June 1991..
 RJ0423
 RJ0423.The geoid height was determined by GEOID03.
 RJ0423
 RJ0423.The dynamic height is computed by dividing the NAVD 88
 RJ0423.geopotential number by the normal gravity value computed on the
 RJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0423.degrees latitude (g = 980.6199 gals.).
 RJ0423
 RJ0423.The modeled gravity was interpolated from observed gravity values.
 RJ0423
 RJ0423;                    North         East    Units  Estimated Accuracy
 RJ0423;SPC MI N     -   147,450.    8,116,550.      MT  (+/- 180 meters Scaled)
 RJ0423
 RJ0423                          SUPERSEDED SURVEY CONTROL
 RJ0423
 RJ0423  NGVD 29 (??/??/92)  179.641  (m)          589.37   (f) ADJ UNCH    1 0
 RJ0423
 RJ0423.Superseded values are not recommended for survey control.
 RJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0423.See file dsdata.txt to determine how the superseded data were derived.
 RJ0423
 RJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS165062(NAD 83)
 RJ0423_MARKER: DB = BENCH MARK DISK
 RJ0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0423_SP_SET: 24 FT
 RJ0423_STAMPING: A 206 1972
 RJ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0423+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0423
 RJ0423  HISTORY     - Date     Condition        Report By
 RJ0423  HISTORY     - 1972     MONUMENTED       NGS
 RJ0423  HISTORY     - 19940727 GOOD             USPSQD
 RJ0423  HISTORY     - 19950816 GOOD             USPSQD
 RJ0423  HISTORY     - 20010331 GOOD             NGS
 RJ0423  HISTORY     - 20021111 GOOD             USPSQD
 RJ0423  HISTORY     - 20040417 GOOD             USPSQD
 RJ0423  HISTORY     - 20060915 GOOD             USPSQD
 RJ0423
 RJ0423                          STATION DESCRIPTION
 RJ0423
 RJ0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0423'2 MI W FROM NAUBINWAY.
 RJ0423'ABOUT 2.05 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0423'CHURCH AT NAUBINWAY, ABOUT 1.0 MILE WEST OF THE BRIDGE OVER
 RJ0423'MILLE COQUIN RIVER, ALONG A SHORT EAST-WEST TANGENT BETWEEN
 RJ0423'TWO CURVES IN THE HIGHWAY, 73 1/2 FEET SOUTH OF THE CENTER
 RJ0423'LINE OF THE HIGHWAY, 22 1/2 FEET EAST OF A CROOKED 12-INCH PINE
 RJ0423'TREE, 1.2 FEET EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE
 RJ0423'LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0423'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0423'6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0423'A DEPTH OF 24 FEET.
 RJ0423
 RJ0423                          STATION RECOVERY (1994)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (1995)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (2001)
 RJ0423
 RJ0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0423
 RJ0423                          STATION RECOVERY (2002)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (2004)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0423'RECOVERED IN GOOD CONDITION.
 RJ0423
 RJ0423                          STATION RECOVERY (2006)
 RJ0423
 RJ0423'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0230 ***********************************************************************
 QL0230  DESIGNATION -  A 207
 QL0230  PID         -  QL0230
 QL0230  STATE/COUNTY-  MI/DELTA
 QL0230  USGS QUAD   -  FORD RIVER (1985)
 QL0230
 QL0230                         *CURRENT SURVEY CONTROL
 QL0230  ___________________________________________________________________
 QL0230* NAD 83(1986)-  45 38 28.     (N)    087 11 41.     (W)     SCALED    
 QL0230* NAVD 88     -       179.104  (meters)     587.61   (feet)  ADJUSTED  
 QL0230  ___________________________________________________________________
 QL0230  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QL0230  DYNAMIC HT  -         179.101 (meters)     587.60  (feet)  COMP
 QL0230  MODELED GRAV-     980,596.4   (mgal)                       NAVD 88
 QL0230
 QL0230  VERT ORDER  -  FIRST     CLASS 0
 QL0230
 QL0230.The horizontal coordinates were scaled from a topographic map and have
 QL0230.an estimated accuracy of +/- 6 seconds.
 QL0230
 QL0230.The orthometric height was determined by differential leveling
 QL0230.and adjusted by the National Geodetic Survey in June 1991..
 QL0230
 QL0230.The geoid height was determined by GEOID03.
 QL0230
 QL0230.The dynamic height is computed by dividing the NAVD 88
 QL0230.geopotential number by the normal gravity value computed on the
 QL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0230.degrees latitude (g = 980.6199 gals.).
 QL0230
 QL0230.The modeled gravity was interpolated from observed gravity values.
 QL0230
 QL0230;                    North         East    Units  Estimated Accuracy
 QL0230;SPC MI N     -    95,360.    7,984,820.      MT  (+/- 180 meters Scaled)
 QL0230
 QL0230                          SUPERSEDED SURVEY CONTROL
 QL0230
 QL0230.No superseded survey control is available for this station.
 QL0230
 QL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR848541(NAD 83)
 QL0230_MARKER: DB = BENCH MARK DISK
 QL0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0230_SP_SET: CULVERT
 QL0230_STAMPING: A 207 1972
 QL0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0230+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2004
 QL0230
 QL0230  HISTORY     - Date     Condition        Report By
 QL0230  HISTORY     - 1972     MONUMENTED       NGS
 QL0230  HISTORY     - 1990     GOOD             USPSQD
 QL0230  HISTORY     - 19910903 GOOD             USPSQD
 QL0230  HISTORY     - 19960919 GOOD             USPSQD
 QL0230  HISTORY     - 20011025 GOOD             USPSQD
 QL0230  HISTORY     - 20030411 GOOD             USPSQD
 QL0230  HISTORY     - 20040912 GOOD             DAVWAN
 QL0230  HISTORY     - 20060406 GOOD             USPSQD
 QL0230
 QL0230                          STATION DESCRIPTION
 QL0230
 QL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0230'10.3 MI SW FROM ESCANABA.
 QL0230'ABOUT 10.3 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0230'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, AT THE SMALL
 QL0230'VILLAGE OF ISLAND VIEW, SET IN THE TOP OF THE NORTHEAST END
 QL0230'OF THE NORTHWEST HEADWALL FOR A 14-FOOT BOX CULVERT OVER NO SEE
 QL0230'UM CREEK, 36 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 QL0230'1 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEADWALL AND 3 FEET
 QL0230'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 31, T38N, R23W.
 QL0230
 QL0230                          STATION RECOVERY (1990)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (GCB)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (1991)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (1996)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2001)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2003)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2004)
 QL0230
 QL0230'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0230'RECOVERED IN GOOD CONDITION.
 QL0230
 QL0230                          STATION RECOVERY (2006)
 QL0230
 QL0230'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0320 ***********************************************************************
 QL0320  DESIGNATION -  A 208
 QL0320  PID         -  QL0320
 QL0320  STATE/COUNTY-  MI/MENOMINEE
 QL0320  USGS QUAD   -  BIRCH CREEK (1976)
 QL0320
 QL0320                         *CURRENT SURVEY CONTROL
 QL0320  ___________________________________________________________________
 QL0320* NAD 83(1986)-  45 13 37.     (N)    087 30 43.     (W)     SCALED    
 QL0320* NAVD 88     -       180.186  (meters)     591.16   (feet)  ADJUSTED  
 QL0320  ___________________________________________________________________
 QL0320  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 QL0320  DYNAMIC HT  -         180.169 (meters)     591.10  (feet)  COMP
 QL0320  MODELED GRAV-     980,520.5   (mgal)                       NAVD 88
 QL0320
 QL0320  VERT ORDER  -  FIRST     CLASS 0
 QL0320
 QL0320.The horizontal coordinates were scaled from a topographic map and have
 QL0320.an estimated accuracy of +/- 6 seconds.
 QL0320
 QL0320.The orthometric height was determined by differential leveling
 QL0320.and adjusted by the National Geodetic Survey in June 1991..
 QL0320
 QL0320.The geoid height was determined by GEOID03.
 QL0320
 QL0320.The dynamic height is computed by dividing the NAVD 88
 QL0320.geopotential number by the normal gravity value computed on the
 QL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0320.degrees latitude (g = 980.6199 gals.).
 QL0320
 QL0320.The modeled gravity was interpolated from observed gravity values.
 QL0320
 QL0320;                    North         East    Units  Estimated Accuracy
 QL0320;SPC MI N     -    49,440.    7,959,790.      MT  (+/- 180 meters Scaled)
 QL0320
 QL0320                          SUPERSEDED SURVEY CONTROL
 QL0320
 QL0320.No superseded survey control is available for this station.
 QL0320
 QL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR598082(NAD 83)
 QL0320_MARKER: DV = VERTICAL CONTROL DISK
 QL0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QL0320_SP_SET: CULVERT HEADWALL
 QL0320_STAMPING: A 208 1972
 QL0320_MARK LOGO: NGS   
 QL0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0320+STABILITY: SURFACE MOTION
 QL0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0320+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0320
 QL0320  HISTORY     - Date     Condition        Report By
 QL0320  HISTORY     - 1972     MONUMENTED       NGS
 QL0320  HISTORY     - 1990     GOOD             USPSQD
 QL0320  HISTORY     - 19940426 GOOD             MIDT
 QL0320  HISTORY     - 19960925 GOOD             USPSQD
 QL0320  HISTORY     - 20020420 GOOD             USPSQD
 QL0320  HISTORY     - 20030423 GOOD             USPSQD
 QL0320  HISTORY     - 20040817 GOOD             WILCOX
 QL0320  HISTORY     - 20060406 GOOD             USPSQD
 QL0320
 QL0320                          STATION DESCRIPTION
 QL0320
 QL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0320'8.5 MI NE FROM MENOMINEE.
 QL0320'ABOUT 8.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0320'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, SET IN THE TOP OF THE
 QL0320'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR AN 8 FOOT
 QL0320'BOX CULVERT FOR BEATTIE CREEK, 31 FEET NORTHWEST OF THE CENTER
 QL0320'LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 QL0320'HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.  SECTION
 QL0320'28, T 33 N, R 26 W.
 QL0320
 QL0320                          STATION RECOVERY (1990)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCH)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (1994)
 QL0320
 QL0320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0320'RECOVERED AS DESCRIBED.
 QL0320
 QL0320                          STATION RECOVERY (1996)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2002)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2003)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2004)
 QL0320
 QL0320'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0320'RECOVERED IN GOOD CONDITION.
 QL0320
 QL0320                          STATION RECOVERY (2006)
 QL0320
 QL0320'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0217 ***********************************************************************
 RK0217  DESIGNATION -  A 22
 RK0217  PID         -  RK0217
 RK0217  STATE/COUNTY-  MI/MARQUETTE
 RK0217  USGS QUAD   -  PALMER (1975)
 RK0217
 RK0217                         *CURRENT SURVEY CONTROL
 RK0217  ___________________________________________________________________
 RK0217* NAD 83(1986)-  46 28 58.     (N)    087 34 38.     (W)     SCALED    
 RK0217* NAVD 88     -       386.599  (meters)    1268.37   (feet)  POSTED    
 RK0217  ___________________________________________________________________
 RK0217  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 RK0217  DYNAMIC HT  -         386.620 (meters)    1268.44  (feet)  COMP
 RK0217  MODELED GRAV-     980,666.3   (mgal)                       NAVD 88
 RK0217
 RK0217  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RK0217
 RK0217.The horizontal coordinates were scaled from a topographic map and have
 RK0217.an estimated accuracy of +/- 6 seconds.
 RK0217
 RK0217.The orthometric height was determined by differential leveling
 RK0217.and adjusted by the National Geodetic Survey in 1992..
 RK0217.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RK0217.rate of 2.1 thru 3.0 mm/km.
 RK0217
 RK0217.The geoid height was determined by GEOID03.
 RK0217
 RK0217.The dynamic height is computed by dividing the NAVD 88
 RK0217.geopotential number by the normal gravity value computed on the
 RK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0217.degrees latitude (g = 980.6199 gals.).
 RK0217
 RK0217.The modeled gravity was interpolated from observed gravity values.
 RK0217
 RK0217;                    North         East    Units  Estimated Accuracy
 RK0217;SPC MI N     -   189,050.    7,955,680.      MT  (+/- 180 meters Scaled)
 RK0217
 RK0217                          SUPERSEDED SURVEY CONTROL
 RK0217
 RK0217  NGVD 29 (??/??/92)  386.529  (m)         1268.14   (f) ADJ UNCH    1 2
 RK0217
 RK0217.Superseded values are not recommended for survey control.
 RK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0217.See file dsdata.txt to determine how the superseded data were derived.
 RK0217
 RK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS556478(NAD 83)
 RK0217_MARKER: DB = BENCH MARK DISK
 RK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0217_STAMPING: ELEV 1268.137 FT A 22 1917
 RK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0217+STABILITY: SURFACE MOTION
 RK0217
 RK0217  HISTORY     - Date     Condition        Report By
 RK0217  HISTORY     - 1917     MONUMENTED       CGS
 RK0217  HISTORY     - 1934     POOR             NGS
 RK0217  HISTORY     - 1985     GOOD             NGS
 RK0217
 RK0217                          STATION DESCRIPTION
 RK0217
 RK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0217'2.5 MI SE FROM NEGAUNEE.
 RK0217'2-1/2 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 RK0217'RAILWAY FROM NEGAUNEE, MARQUETTE COUNTY, 3/4 MILE NORTHWEST
 RK0217'OF PARTRIDGE, 73 FEET SOUTHEAST OF THE SECTION FOREMANS HOUSE,
 RK0217'46 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 4 FEET
 RK0217'FROM A FENCE.  A STANDARD DISK, STAMPED ELEV. 1268.137 FT. A
 RK0217'22 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 RK0217'ABOVE GROUND.
 RK0217
 RK0217                          STATION RECOVERY (1985)
 RK0217
 RK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0454 ***********************************************************************
 RM0454  DESIGNATION -  A 233
 RM0454  PID         -  RM0454
 RM0454  STATE/COUNTY-  MI/GOGEBIC
 RM0454  USGS QUAD   -  IRONWOOD (1981)
 RM0454
 RM0454                         *CURRENT SURVEY CONTROL
 RM0454  ___________________________________________________________________
 RM0454* NAD 83(1986)-  46 27 30.     (N)    090 10 19.     (W)     SCALED    
 RM0454* NAVD 88     -       456.847  (meters)    1498.84   (feet)  ADJUSTED  
 RM0454  ___________________________________________________________________
 RM0454  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0454  DYNAMIC HT  -         456.867 (meters)    1498.90  (feet)  COMP
 RM0454  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 RM0454
 RM0454  VERT ORDER  -  FIRST     CLASS II
 RM0454
 RM0454.The horizontal coordinates were scaled from a topographic map and have
 RM0454.an estimated accuracy of +/- 6 seconds.
 RM0454
 RM0454.The orthometric height was determined by differential leveling
 RM0454.and adjusted by the National Geodetic Survey in June 1991..
 RM0454
 RM0454.The geoid height was determined by GEOID03.
 RM0454
 RM0454.The dynamic height is computed by dividing the NAVD 88
 RM0454.geopotential number by the normal gravity value computed on the
 RM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0454.degrees latitude (g = 980.6199 gals.).
 RM0454
 RM0454.The modeled gravity was interpolated from observed gravity values.
 RM0454
 RM0454;                    North         East    Units  Estimated Accuracy
 RM0454;SPC MI N     -   191,040.    7,756,420.      MT  (+/- 180 meters Scaled)
 RM0454
 RM0454                          SUPERSEDED SURVEY CONTROL
 RM0454
 RM0454.No superseded survey control is available for this station.
 RM0454
 RM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM171488(NAD 83)
 RM0454_MARKER: DV = VERTICAL CONTROL DISK
 RM0454_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RM0454_SP_SET: DOORSILL
 RM0454_STAMPING: A 233 1978
 RM0454_MARK LOGO: NGS   
 RM0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RM0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0454+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 RM0454
 RM0454  HISTORY     - Date     Condition        Report By
 RM0454  HISTORY     - 1978     MONUMENTED       NGS
 RM0454  HISTORY     - 1982     GOOD             NGS
 RM0454  HISTORY     - 1982     GOOD             NGS
 RM0454  HISTORY     - 1985     GOOD             NGS
 RM0454  HISTORY     - 1989     GOOD             USPSQD
 RM0454  HISTORY     - 19970630 GOOD             MIDT
 RM0454  HISTORY     - 20030502 GOOD             USPSQD
 RM0454  HISTORY     - 20040806 GOOD             USPSQD
 RM0454
 RM0454                          STATION DESCRIPTION
 RM0454
 RM0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0454'IN IRONWOOD.
 RM0454'IN IRONWOOD, AT THE MAIN ENTRANCE TO THE GEORGE N. SLEIGHT SCHOOL, AT
 RM0454'THE INTERSECTION OF NORTH LOWELL STREET AND ARCH STREET, 24.2 METERS
 RM0454'(79.5 FT) NORTH OF THE NORTH CURB RETURN OF ARCH STREET, 1.5 METERS
 RM0454'(5.0 FT) EAST OF THE EXTENDED CENTERLINE OF THE DOORWAY, AND SET IN
 RM0454'THE GRANITE DOORSILL AGAINST THE SOUTH FACE OF THE BUILDING.
 RM0454'THE MARK IS 0.61 M ABOVE STREET.
 RM0454
 RM0454                          STATION RECOVERY (1982)
 RM0454
 RM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (1985)
 RM0454
 RM0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (1989)
 RM0454
 RM0454'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0454'RECOVERED IN GOOD CONDITION.
 RM0454
 RM0454                          STATION RECOVERY (1997)
 RM0454
 RM0454'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0454'RECOVERED AS DESCRIBED.
 RM0454
 RM0454                          STATION RECOVERY (2003)
 RM0454
 RM0454'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0454'RECOVERED IN GOOD CONDITION.  THE 1982 DESCRIPTION IS ADEQUATE.  THE
 RM0454'BUILDING MAY OBSTRUCT SATELLITE OBSERVATIONS.
 RM0454
 RM0454                          STATION RECOVERY (2004)
 RM0454
 RM0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0860 ***********************************************************************
 MC0860  DESIGNATION -  A 234
 MC0860  PID         -  MC0860
 MC0860  STATE/COUNTY-  MI/MONROE
 MC0860  USGS QUAD   -  MONROE (1979)
 MC0860
 MC0860                         *CURRENT SURVEY CONTROL
 MC0860  ___________________________________________________________________
 MC0860* NAD 83(1986)-  41 54 51.     (N)    083 23 20.     (W)     SCALED    
 MC0860* NAVD 88     -       177.745  (meters)     583.15   (feet)  ADJUSTED  
 MC0860  ___________________________________________________________________
 MC0860  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0860  DYNAMIC HT  -         177.681 (meters)     582.94  (feet)  COMP
 MC0860  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 MC0860
 MC0860  VERT ORDER  -  FIRST     CLASS II
 MC0860
 MC0860.The horizontal coordinates were scaled from a topographic map and have
 MC0860.an estimated accuracy of +/- 6 seconds.
 MC0860
 MC0860.The orthometric height was determined by differential leveling
 MC0860.and adjusted by the National Geodetic Survey in June 1991..
 MC0860
 MC0860.The geoid height was determined by GEOID03.
 MC0860
 MC0860.The dynamic height is computed by dividing the NAVD 88
 MC0860.geopotential number by the normal gravity value computed on the
 MC0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0860.degrees latitude (g = 980.6199 gals.).
 MC0860
 MC0860.The modeled gravity was interpolated from observed gravity values.
 MC0860
 MC0860;                    North         East    Units  Estimated Accuracy
 MC0860;SPC MI S     -    46,480.    4,081,120.      MT  (+/- 180 meters Scaled)
 MC0860
 MC0860                          SUPERSEDED SURVEY CONTROL
 MC0860
 MC0860  NGVD 29 (??/??/92)  177.913  (m)          583.70   (f) ADJ UNCH    1 2
 MC0860
 MC0860.Superseded values are not recommended for survey control.
 MC0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0860.See file dsdata.txt to determine how the superseded data were derived.
 MC0860
 MC0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG018430(NAD 83)
 MC0860_MARKER: I = METAL ROD
 MC0860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0860_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0860_STAMPING: A 234 1980
 MC0860_PROJECTION: RECESSED 8 CENTIMETERS
 MC0860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0860+STABILITY: POSITION/ELEVATION WELL
 MC0860_ROD/PIPE-DEPTH: 3.4  meters
 MC0860_SLEEVE-DEPTH  : 3.0 meters
 MC0860
 MC0860  HISTORY     - Date     Condition        Report By
 MC0860  HISTORY     - 1980     MONUMENTED       NGS
 MC0860
 MC0860                          STATION DESCRIPTION
 MC0860
 MC0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0860'IN MONROE.
 MC0860'IN MOMROE, AT THE SOLDIERS AND SAILORS PARK, ON THE SOUTHWEST SIDE
 MC0860'OF THE RAISIN RIVER, NEAR THE T-JUNCTION OF FRONT STREET AND
 MC0860'JEROME STREET, AT A MAJOR POWER LINE CROSSING, 76.2 METERS (250 FEET)
 MC0860'NORTHEAST OF THE NORTHEAST CURB OF FRONT STREET,58.2 METERS (191
 MC0860'FEET) NORTHWEST OF THE EXTENDED CENTER OF JEROME STREET, 1.7 METERS
 MC0860'(5.5 FEET) NORTHWEST OF THE WEST LEG OF A MAJOR POWER LINE TOWER
 MC0860'NUMBER 1344.
 MC0860'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0889 ***********************************************************************
 NE0889  DESIGNATION -  A 235
 NE0889  PID         -  NE0889
 NE0889  STATE/COUNTY-  MI/WAYNE
 NE0889  USGS QUAD   -  GROSSE POINTE (1983)
 NE0889
 NE0889                         *CURRENT SURVEY CONTROL
 NE0889  ___________________________________________________________________
 NE0889* NAD 83(1986)-  42 22 45.     (N)    082 55 27.     (W)     SCALED    
 NE0889* NAVD 88     -       178.455  (meters)     585.48   (feet)  ADJUSTED  
 NE0889  ___________________________________________________________________
 NE0889  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0889  DYNAMIC HT  -         178.403 (meters)     585.31  (feet)  COMP
 NE0889  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 NE0889
 NE0889  VERT ORDER  -  FIRST     CLASS II
 NE0889
 NE0889.The horizontal coordinates were scaled from a topographic map and have
 NE0889.an estimated accuracy of +/- 6 seconds.
 NE0889
 NE0889.The orthometric height was determined by differential leveling
 NE0889.and adjusted by the National Geodetic Survey in June 1991..
 NE0889
 NE0889.The geoid height was determined by GEOID03.
 NE0889
 NE0889.The dynamic height is computed by dividing the NAVD 88
 NE0889.geopotential number by the normal gravity value computed on the
 NE0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0889.degrees latitude (g = 980.6199 gals.).
 NE0889
 NE0889.The modeled gravity was interpolated from observed gravity values.
 NE0889
 NE0889;                    North         East    Units  Estimated Accuracy
 NE0889;SPC MI S     -    98,670.    4,118,790.      MT  (+/- 180 meters Scaled)
 NE0889
 NE0889                          SUPERSEDED SURVEY CONTROL
 NE0889
 NE0889  NGVD 29 (??/??/??)  178.611  (m)          585.99   (f) ADJUSTED    1 2
 NE0889
 NE0889.Superseded values are not recommended for survey control.
 NE0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0889.See file dsdata.txt to determine how the superseded data were derived.
 NE0889
 NE0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG415936(NAD 83)
 NE0889_MARKER: I = METAL ROD
 NE0889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0889_SP_SET: STAINLESS STEEL ROD
 NE0889_STAMPING: A 235 1980
 NE0889_PROJECTION: RECESSED 8 CENTIMETERS
 NE0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0889_ROD/PIPE-DEPTH: 6.1  meters
 NE0889
 NE0889  HISTORY     - Date     Condition        Report By
 NE0889  HISTORY     - 1980     MONUMENTED       NGS
 NE0889
 NE0889                          STATION DESCRIPTION
 NE0889
 NE0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0889'IN GROSSE POINTE PARK.
 NE0889'IN GROSSE POINTE PARK, AT THE JUNCTION OF JEFFERSON AVE. AND THREE
 NE0889'MILE DRIVE, 4.35 METERS (14.2 FEET) NORTH OF THE NORTH CURB OF
 NE0889'JEFFERSON, 7.1 METERS (23.3 FEET) EAST OF THE EAST CURB OF THREE MILE,
 NE0889'3.6 METERS (11.8 FEET) NORTH OF A METAL STREET LAMP POLE, 1.9 METERS
 NE0889'(6.3 FEET) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 1.9 METERS
 NE0889'(6.3 FEET) WEST OF THE WEST EDGE OF A SIDEWALK.
 NE0889'THE MARK IS ABOVE LEVEL WITH SIDEWALD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0911 ***********************************************************************
 NE0911  DESIGNATION -  A 236
 NE0911  PID         -  NE0911
 NE0911  STATE/COUNTY-  MI/MACOMB
 NE0911  USGS QUAD   -  NEW HAVEN (1983)
 NE0911
 NE0911                         *CURRENT SURVEY CONTROL
 NE0911  ___________________________________________________________________
 NE0911* NAD 83(1986)-  42 38 45.     (N)    082 48 44.     (W)     SCALED    
 NE0911* NAVD 88     -       176.704  (meters)     579.74   (feet)  ADJUSTED  
 NE0911  ___________________________________________________________________
 NE0911  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE0911  DYNAMIC HT  -         176.653 (meters)     579.57  (feet)  COMP
 NE0911  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 NE0911
 NE0911  VERT ORDER  -  FIRST     CLASS II
 NE0911
 NE0911.The horizontal coordinates were scaled from a topographic map and have
 NE0911.an estimated accuracy of +/- 6 seconds.
 NE0911
 NE0911.The orthometric height was determined by differential leveling
 NE0911.and adjusted by the National Geodetic Survey in June 1991..
 NE0911
 NE0911.The geoid height was determined by GEOID03.
 NE0911
 NE0911.The dynamic height is computed by dividing the NAVD 88
 NE0911.geopotential number by the normal gravity value computed on the
 NE0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0911.degrees latitude (g = 980.6199 gals.).
 NE0911
 NE0911.The modeled gravity was interpolated from observed gravity values.
 NE0911
 NE0911;                    North         East    Units  Estimated Accuracy
 NE0911;SPC MI S     -   128,450.    4,127,460.      MT  (+/- 180 meters Scaled)
 NE0911
 NE0911                          SUPERSEDED SURVEY CONTROL
 NE0911
 NE0911  NGVD 29 (??/??/??)  176.833  (m)          580.16   (f) ADJUSTED    1 2
 NE0911
 NE0911.Superseded values are not recommended for survey control.
 NE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0911.See file dsdata.txt to determine how the superseded data were derived.
 NE0911
 NE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH514230(NAD 83)
 NE0911_MARKER: I = METAL ROD
 NE0911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0911_SP_SET: STAINLESS STEEL ROD
 NE0911_STAMPING: A 236 1980
 NE0911_MARK LOGO: NGS   
 NE0911_PROJECTION: RECESSED 10 CENTIMETERS
 NE0911_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0911+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 NE0911_ROD/PIPE-DEPTH: 12.1 meters
 NE0911
 NE0911  HISTORY     - Date     Condition        Report By
 NE0911  HISTORY     - 1980     MONUMENTED       NGS
 NE0911  HISTORY     - 19910713 GOOD             USPSQD
 NE0911  HISTORY     - 19940515 GOOD             LOCENG
 NE0911  HISTORY     - 19950521 GOOD             USPSQD
 NE0911  HISTORY     - 20010331 GOOD             NGS
 NE0911  HISTORY     - 20040928 GOOD             MIDT
 NE0911  HISTORY     - 20051122 GOOD             WOOLPT
 NE0911  HISTORY     - 20060707 GOOD             SPALD
 NE0911
 NE0911                          STATION DESCRIPTION
 NE0911
 NE0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0911'IN ANCHOR BAY GARDENS.
 NE0911'IN ANCHOR BAY GARDENS, SET SOUTHWEST OF POWER POLE DE65-RE68 AT
 NE0911'THE SOUTH CORNER OF THE PROPERTY OF HARBOR MANOR APARTMENT BUILDING
 NE0911'NUMBER 47109 JEFFERSON AVENUE, DIRECTLY ACROSS JEFFERSON AVENUE
 NE0911'FROM THE JUNCTION OF WAND STREET, 0.5 KILOMETER (0.3 MILE) NORTHEAST
 NE0911'OF THE JUNCTION OF 21 MILE ROAD, 17.08 METERS (56.0 FEET) SOUTH
 NE0911'OF THE SOUTH CORNER OF THE APARTMENT BUILDING NUMBER 47109, 13.2
 NE0911'METERS (43.3 FEET) NORTHWEST OF THE CENTER LINE OF JEFFERSON AVENUE,
 NE0911'2.8 METERS (9.2 FEET) NORTH OF THE CENTER OF A 24-INCH CIRCULAR
 NE0911'CATCH BASIN, 0.61 METER (2.0 FEET) SOUTHWEST OF POWER POLE DE65-
 NE0911'RE69 WITH 4 GUY WIRES.
 NE0911'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0911
 NE0911                          STATION RECOVERY (1991)
 NE0911
 NE0911'RECOVERY NOTE BY US POWER SQUADRON 1991 (DDH)
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (1994)
 NE0911
 NE0911'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0911'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION IS QUESTIONABLE
 NE0911'FOR GPS WORK DUE TO TWO UTILITY POLES TO THE NORTHEAST AND A TREE TO
 NE0911'THE NORTHWEST OBSTRUCTING UP TO EIGHTY DEGREES ABOVE THE HORIZON.
 NE0911
 NE0911                          STATION RECOVERY (1995)
 NE0911
 NE0911'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (2001)
 NE0911
 NE0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0911'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0911
 NE0911                          STATION RECOVERY (2004)
 NE0911
 NE0911'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004
 NE0911'0.92 METER WEST OF POWER POLE WITH 3 GUY WIRES.
 NE0911
 NE0911                          STATION RECOVERY (2005)
 NE0911
 NE0911'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (JWK)
 NE0911'RECOVERED IN GOOD CONDITION.
 NE0911
 NE0911                          STATION RECOVERY (2006)
 NE0911
 NE0911'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0911'STATE PLANE COORDINATES (MDOT CORS)
 NE0911'N 421470.05
 NE0911'E 13541360.59
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0943 ***********************************************************************
 NE0943  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0943  DESIGNATION -  A 237
 NE0943  PID         -  NE0943
 NE0943  STATE/COUNTY-  MI/ST CLAIR
 NE0943  USGS QUAD   -  ST CLAIR (1991)
 NE0943
 NE0943                         *CURRENT SURVEY CONTROL
 NE0943  ___________________________________________________________________
 NE0943* NAD 83(1986)-  42 48 47.     (N)    082 29 09.     (W)     SCALED    
 NE0943* NAVD 88     -       176.632  (meters)     579.50   (feet)  ADJUSTED  
 NE0943  ___________________________________________________________________
 NE0943  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0943  DYNAMIC HT  -         176.585 (meters)     579.35  (feet)  COMP
 NE0943  MODELED GRAV-     980,349.2   (mgal)                       NAVD 88
 NE0943
 NE0943  VERT ORDER  -  FIRST     CLASS II
 NE0943
 NE0943.The horizontal coordinates were scaled from a topographic map and have
 NE0943.an estimated accuracy of +/- 6 seconds.
 NE0943
 NE0943.The orthometric height was determined by differential leveling
 NE0943.and adjusted by the National Geodetic Survey in October 1997..
 NE0943
 NE0943.This Tidal Bench Mark is designated as VM 12983
 NE0943.by the Center for Operational Oceanographic Products and Services.
 NE0943
 NE0943.The geoid height was determined by GEOID03.
 NE0943
 NE0943.The dynamic height is computed by dividing the NAVD 88
 NE0943.geopotential number by the normal gravity value computed on the
 NE0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0943.degrees latitude (g = 980.6199 gals.).
 NE0943
 NE0943.The modeled gravity was interpolated from observed gravity values.
 NE0943
 NE0943;                    North         East    Units  Estimated Accuracy
 NE0943;SPC MI S     -   147,570.    4,153,800.      MT  (+/- 180 meters Scaled)
 NE0943
 NE0943                          SUPERSEDED SURVEY CONTROL
 NE0943
 NE0943  NAVD 88 (06/15/91)  176.638  (m)          579.52   (f) UNKNOWN     1 2
 NE0943  NGVD 29 (??/??/??)  176.760  (m)          579.92   (f) ADJUSTED    1 2
 NE0943
 NE0943.Superseded values are not recommended for survey control.
 NE0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0943.See file dsdata.txt to determine how the superseded data were derived.
 NE0943
 NE0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785411(NAD 83)
 NE0943_MARKER: F = FLANGE-ENCASED ROD
 NE0943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE0943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE0943_STAMPING: A 237 1980
 NE0943_PROJECTION: FLUSH
 NE0943_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0943+STABILITY: POSITION/ELEVATION WELL
 NE0943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0943+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0943_ROD/PIPE-DEPTH: 9.7  meters
 NE0943_SLEEVE-DEPTH  : 3.0 meters
 NE0943
 NE0943  HISTORY     - Date     Condition        Report By
 NE0943  HISTORY     - 1980     MONUMENTED       NGS
 NE0943  HISTORY     - 1983     GOOD             USPSQD
 NE0943  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0943  HISTORY     - 19941027 GOOD             NOS
 NE0943  HISTORY     - 19951102 GOOD             NOS
 NE0943  HISTORY     - 19990605 POOR             USPSQD
 NE0943  HISTORY     - 20050410 GOOD             USPSQD
 NE0943
 NE0943                          STATION DESCRIPTION
 NE0943
 NE0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0943'IN ST CLAIR.
 NE0943'IN ST CLAIR, 0.08 KILOMETERS (0.05 MILE) EAST OF STATE HIGHWAY 29,
 NE0943'ON THE PROPERTY OF THE MICHIGAN STATE POLICE, SET IN THE GRASSY AREA
 NE0943'ON THE SOUTH SIDE OF THE BOAT HOUSE AND NEAR THE WATERS EDGE, 7.23
 NE0943'METERS (23.7 FEET) SOUTH OF THE SOUTHEAST CORNER AND IN LINE WITH THE
 NE0943'EAST FACE OF THE BOAT HOUSE, 15.0 METERS (49.2 FEET) EASTSOUTHEAST OF
 NE0943'THE SOUTHWEST CORNER OF THE BOAT HOUSE, 8.7 METERS (28.6 FEET) EAST
 NE0943'OF THE EAST EDGE OF A PAVED PARKING AREA, AND 5.05 METERS (16.6 FEET)
 NE0943'SOUTHWEST OF THE SOUTHWEST EDGE OF AN ANGLED SEA WALL.
 NE0943'THE MARK IS 0.1 M BELOW GROUND.
 NE0943
 NE0943                          STATION RECOVERY (1983)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0943'IN ST. CLAIR, 0.5 MILES EAST OF HIGHWAY M-29 ON THE PROPERTY OF THE
 NE0943'MICHIGAN STATE POLICE POST, SET IN A GRASSY AREA ON THE SOUTH SIDE OF
 NE0943'THE BRICK BOATHOUSE NEAR THE WATER'S EDGE. 23.7 FEET SOUTH OF THE
 NE0943'SOUTHEAST CORNER AND IN LINE WITH THE EAST FACE OF THE BOATHOUSE,
 NE0943'28.6 FT. EAST OF THE EAST EDGE OF THE PAVED PARKING AREA AND 16.6
 NE0943'FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE ANGLED SEAWALL. A
 NE0943'STAINLESS STEEL ROD SET TO A DEPTH OF 9.7 METERS IN A SLEEVE
 NE0943'EXTENDING TO A DEPTH OF 3.0 METERS ENCASED IN A PIPE FLUSH WITH THE
 NE0943'GROUND.
 NE0943
 NE0943                          STATION RECOVERY (1983)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0943'MARK NOT FOUND.
 NE0943
 NE0943                          STATION RECOVERY (1994)
 NE0943
 NE0943'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0943'BM A 237 IS IN ST CLAIR, ST CLAIR COUNTY, MICHIGAN, AT THE MICHIGAN
 NE0943'STATE POLICE POST AT 1419 RIVERSIDE DRIVE (STATE HIGHWAY 29) , 0.8
 NE0943'KILOMETERS (0.50 MI) SOUTH OF THE OPERATION HOUSE OF THE HIGHWAY 29
 NE0943'DRAW BRIDGE OVER THE PINE RIVER, SET IN THE GRASSY AREA ON THE SOUTH
 NE0943'SIDE OF A BRICK GARAGE (FORMER BOAT HOUSE) AND NEAR THE WATERS EDGE,
 NE0943'80 METERS (262.5 FT) EAST OF THE CENTERLINE OF HIGHWAY 29, 7.23 METERS
 NE0943'(23.72 FT) SOUTH OF THE SOUTHEAST CORNER AND IN LINE WITH THE EAST
 NE0943'FACE THE BRICK GARAGE , 15.0 METERS (49.2 FT) EAST-SOUTHEAST OF THE
 NE0943'SOUTHWEST CORNER OF THE BRICK GARAGE, 9.0 METERS (29.5 FT) EAST OF THE
 NE0943'EAST EDGE OF A PAVED PARKING AREA, AND 9.95 METERS (32.64 FT) WEST OF
 NE0943'THE EAST FACE OF STEEL BULKHEAD.  BEING A STAINLESS STEEL ROD SET TO A
 NE0943'DEPTH OF 9.7 METERS (31.8 FT) IN A SLEEVE EXTENDING TO A DEPTH OF 3.0
 NE0943'METERS (9.8 FT) ENCASED IN A PIPE FLUSH WITH THE GROUND.  MARK IS 1
 NE0943'METER (3.3 FT) BELOW GROUND.
 NE0943
 NE0943                          STATION RECOVERY (1995)
 NE0943
 NE0943'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0943'RECOVERED AS DESCRIBED.
 NE0943
 NE0943                          STATION RECOVERY (1999)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0943'MARK RECOVERED IN POOR CONDITION.
 NE0943
 NE0943                          STATION RECOVERY (2005)
 NE0943
 NE0943'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0943'STATION RECOVERY DESCRIPTION FROM 1994 HAS CHANGED.  THE MICHIGAN
 NE0943'STATE POLICE POST HAS BEEN DEMOLISHED AND REPLACED BY HOMES.  THE MARK
 NE0943'IS NOW LOCATED BEHIND A PRIVATE RESIDENCE AT 1417 RIVERSIDE DRIVE.
 NE0943'MARK IS IN THE BACKYARD, LOCATED 5 FEET NORTH OF PROPERTY LINE AND 32
 NE0943'FEET WEST OF STEEL BREAKWALL.  ORANGE PLASTIC WITNESS POST IS IN PLACE
 NE0943'AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0608 ***********************************************************************
 OJ0608  DESIGNATION -  A 238
 OJ0608  PID         -  OJ0608
 OJ0608  STATE/COUNTY-  MI/SANILAC
 OJ0608  USGS QUAD   -  CROSWELL (1976)
 OJ0608
 OJ0608                         *CURRENT SURVEY CONTROL
 OJ0608  ___________________________________________________________________
 OJ0608* NAD 83(1986)-  43 16 32.     (N)    082 31 52.     (W)     SCALED    
 OJ0608* NAVD 88     -       188.086  (meters)     617.08   (feet)  ADJUSTED  
 OJ0608  ___________________________________________________________________
 OJ0608  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0608  DYNAMIC HT  -         188.047 (meters)     616.95  (feet)  COMP
 OJ0608  MODELED GRAV-     980,408.7   (mgal)                       NAVD 88
 OJ0608
 OJ0608  VERT ORDER  -  FIRST     CLASS II
 OJ0608
 OJ0608.The horizontal coordinates were scaled from a topographic map and have
 OJ0608.an estimated accuracy of +/- 6 seconds.
 OJ0608
 OJ0608.The orthometric height was determined by differential leveling
 OJ0608.and adjusted by the National Geodetic Survey in June 1991..
 OJ0608
 OJ0608.The geoid height was determined by GEOID03.
 OJ0608
 OJ0608.The dynamic height is computed by dividing the NAVD 88
 OJ0608.geopotential number by the normal gravity value computed on the
 OJ0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0608.degrees latitude (g = 980.6199 gals.).
 OJ0608
 OJ0608.The modeled gravity was interpolated from observed gravity values.
 OJ0608
 OJ0608;                    North         East    Units  Estimated Accuracy
 OJ0608;SPC MI S     -   198,850.    4,148,980.      MT  (+/- 180 meters Scaled)
 OJ0608
 OJ0608                          SUPERSEDED SURVEY CONTROL
 OJ0608
 OJ0608  NGVD 29 (??/??/??)  188.204  (m)          617.47   (f) ADJUSTED    1 2
 OJ0608
 OJ0608.Superseded values are not recommended for survey control.
 OJ0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0608.See file dsdata.txt to determine how the superseded data were derived.
 OJ0608
 OJ0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757925(NAD 83)
 OJ0608_MARKER: I = METAL ROD
 OJ0608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0608_SP_SET: STAINLESS STEEL ROD
 OJ0608_STAMPING: A 238 1980
 OJ0608_PROJECTION: FLUSH
 OJ0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0608_ROD/PIPE-DEPTH: 3.7  meters
 OJ0608
 OJ0608  HISTORY     - Date     Condition        Report By
 OJ0608  HISTORY     - 1980     MONUMENTED       NGS
 OJ0608  HISTORY     - 19940728 GOOD             USPSQD
 OJ0608  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0608
 OJ0608                          STATION DESCRIPTION
 OJ0608
 OJ0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0608'IN LEXINGTON.
 OJ0608'IN LEXINGTON, 0.8 KILOMETER (0.5 MILE) NORTH ALONG STATE HIGHWAY
 OJ0608'25 FROM THE JUNCTION OF HIGHWAY 25 AND HURON AVENUE, TO THE ENTRANCE
 OJ0608'TO LEXINGTON MUNICIPAL TRAILER PARK ON THE EAST SIDE OF THE HIGHWAY,
 OJ0608'SET WEST OF A CHAIN LINK FENCE AND NORTH OF THE ENTRANCE. 11.29
 OJ0608'METERS (37.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 7.7 METERS
 OJ0608'(25.3 FEET) WEST OF THE NORTHWEST EDGE OF A SMALL COMMEMORATIVE
 OJ0608'PLAQUE ON A 6 X 3 FOOT STONE, 3.32 METERS (10.9 FEET) NORTH OF THE
 OJ0608'SOUTH END POST OF THE FENCE ABUTTED TO THE NORTH ENTRANCE PILLAR,
 OJ0608'0.3 METER (1.0 FOOT) WEST OF THE FENCE, NOTE, SEVERAL ATTEMPTS
 OJ0608'WERE MADE TO DRIVE THE ROD, REFUSAL AT 3.7 METERS.
 OJ0608'THE MARK IS 0.1 M BELOW GROUND.
 OJ0608
 OJ0608                          STATION RECOVERY (1994)
 OJ0608
 OJ0608'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0608'RECOVERED IN GOOD CONDITION.
 OJ0608
 OJ0608                          STATION RECOVERY (2005)
 OJ0608
 OJ0608'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0608'SUSPECT ROAD, FENCE AND STONE/COMMEMORATIVE PLAQUE HAVE ALL BEEN
 OJ0608'CHANGED SINCE 1980 STATION RECOVERY DESCRIPTION.  COULD FIND NO SIGN
 OJ0608'OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0635 ***********************************************************************
 OJ0635  DESIGNATION -  A 239
 OJ0635  PID         -  OJ0635
 OJ0635  STATE/COUNTY-  MI/HURON
 OJ0635  USGS QUAD   -  FORESTVILLE (1963)
 OJ0635
 OJ0635                         *CURRENT SURVEY CONTROL
 OJ0635  ___________________________________________________________________
 OJ0635* NAD 83(1986)-  43 42 40.     (N)    082 36 33.     (W)     SCALED    
 OJ0635* NAVD 88     -       190.418  (meters)     624.73   (feet)  ADJUSTED  
 OJ0635  ___________________________________________________________________
 OJ0635  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OJ0635  DYNAMIC HT  -         190.383 (meters)     624.61  (feet)  COMP
 OJ0635  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 OJ0635
 OJ0635  VERT ORDER  -  FIRST     CLASS II
 OJ0635
 OJ0635.The horizontal coordinates were scaled from a topographic map and have
 OJ0635.an estimated accuracy of +/- 6 seconds.
 OJ0635
 OJ0635.The orthometric height was determined by differential leveling
 OJ0635.and adjusted by the National Geodetic Survey in June 1991..
 OJ0635
 OJ0635.The geoid height was determined by GEOID03.
 OJ0635
 OJ0635.The dynamic height is computed by dividing the NAVD 88
 OJ0635.geopotential number by the normal gravity value computed on the
 OJ0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0635.degrees latitude (g = 980.6199 gals.).
 OJ0635
 OJ0635.The modeled gravity was interpolated from observed gravity values.
 OJ0635
 OJ0635;                    North         East    Units  Estimated Accuracy
 OJ0635;SPC MI S     -   247,100.    4,141,640.      MT  (+/- 180 meters Scaled)
 OJ0635
 OJ0635                          SUPERSEDED SURVEY CONTROL
 OJ0635
 OJ0635  NGVD 29 (??/??/??)  190.528  (m)          625.09   (f) ADJUSTED    1 2
 OJ0635
 OJ0635.Superseded values are not recommended for survey control.
 OJ0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0635.See file dsdata.txt to determine how the superseded data were derived.
 OJ0635
 OJ0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ703410(NAD 83)
 OJ0635_MARKER: I = METAL ROD
 OJ0635_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0635_SP_SET: STAINLESS STEEL ROD
 OJ0635_STAMPING: A 239 1980
 OJ0635_PROJECTION: FLUSH
 OJ0635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0635_ROD/PIPE-DEPTH: 2.9  meters
 OJ0635
 OJ0635  HISTORY     - Date     Condition        Report By
 OJ0635  HISTORY     - 1980     MONUMENTED       NGS
 OJ0635  HISTORY     - 19991211 GOOD             USPSQD
 OJ0635  HISTORY     - 20020913 GOOD             ROWEIN
 OJ0635
 OJ0635                          STATION DESCRIPTION
 OJ0635
 OJ0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0635'5.55 KM NORTH FROM FORESTVILLE.
 OJ0635'5.55 KILOMETERS (3.45 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0635'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET ON THE EAST SIDE OF THE
 OJ0635'HIGHWAY AT HOUSE NUMBER 4839, AND NORTH OF UTILITY POLE NUMBER
 OJ0635'L200P269GTE. 13.35 METERS (43.8 FEET) EAST OF THE CENTER LINE OF THE
 OJ0635'HIGHWAY, 6.25 METERS (20.5 FEET) NORTH OF THE DRIVE. 0.55 METER
 OJ0635'(1.8 FEET) NORTH OF THE UTILITY POLE. NOTE-SEVERAL ATTEMPTS WERE
 OJ0635'MADE TO DRIVE THE ROD REFUSAL AT 2.9 METERS.
 OJ0635'THE MARK IS 0.1 M BELOW GROUND.
 OJ0635
 OJ0635                          STATION RECOVERY (1999)
 OJ0635
 OJ0635'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0635'RECOVERED IN GOOD CONDITION.
 OJ0635
 OJ0635                          STATION RECOVERY (2002)
 OJ0635
 OJ0635'RECOVERY NOTE BY ROWE INCORPORATED 2002
 OJ0635'POINT RECOVERED IN GOOD CONDITION, AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0058 ***********************************************************************
 NG0058  DESIGNATION -  A 24
 NG0058  PID         -  NG0058
 NG0058  STATE/COUNTY-  MI/BERRIEN
 NG0058  USGS QUAD   -  BENTON HARBOR (1980)
 NG0058
 NG0058                         *CURRENT SURVEY CONTROL
 NG0058  ___________________________________________________________________
 NG0058* NAD 83(1986)-  42 04 38.     (N)    086 24 37.     (W)     SCALED    
 NG0058* NAVD 88     -       193.320  (meters)     634.25   (feet)  ADJUSTED  
 NG0058  ___________________________________________________________________
 NG0058  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NG0058  DYNAMIC HT  -         193.254 (meters)     634.03  (feet)  COMP
 NG0058  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 NG0058
 NG0058  VERT ORDER  -  FIRST     CLASS II
 NG0058
 NG0058.The horizontal coordinates were scaled from a topographic map and have
 NG0058.an estimated accuracy of +/- 6 seconds.
 NG0058
 NG0058.The orthometric height was determined by differential leveling
 NG0058.and adjusted by the National Geodetic Survey in June 1991..
 NG0058
 NG0058.The geoid height was determined by GEOID03.
 NG0058
 NG0058.The dynamic height is computed by dividing the NAVD 88
 NG0058.geopotential number by the normal gravity value computed on the
 NG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0058.degrees latitude (g = 980.6199 gals.).
 NG0058
 NG0058.The modeled gravity was interpolated from observed gravity values.
 NG0058
 NG0058;                    North         East    Units  Estimated Accuracy
 NG0058;SPC MI S     -    66,170.    3,830,910.      MT  (+/- 180 meters Scaled)
 NG0058
 NG0058                          SUPERSEDED SURVEY CONTROL
 NG0058
 NG0058  NGVD 29 (??/??/92)  193.461  (m)          634.71   (f) ADJ UNCH    1 2
 NG0058
 NG0058.Superseded values are not recommended for survey control.
 NG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0058.See file dsdata.txt to determine how the superseded data were derived.
 NG0058
 NG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM487585(NAD 83)
 NG0058_MARKER: DB = BENCH MARK DISK
 NG0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0058_SP_SET: CULVERT
 NG0058_STAMPING: 634.713 A 24 1930
 NG0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0058
 NG0058  HISTORY     - Date     Condition        Report By
 NG0058  HISTORY     - 1930     MONUMENTED       CGS
 NG0058  HISTORY     - 1934     GOOD             NGS
 NG0058
 NG0058                          STATION DESCRIPTION
 NG0058
 NG0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0058'3.2 MI NW FROM SODUS.
 NG0058'3-1/4 MILES NORTHWEST ALONG THE CLEVELAND, CINCINNATI, CHICAGO
 NG0058'AND ST. LOUIS RAILWAY FROM SODUS, BERRIEN COUNTY, 26 RAILS
 NG0058'SOUTHEAST OF AN EAST-AND-WEST ROAD CROSSING, AT POLE 513, IN
 NG0058'THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF CULVERT 13, AND
 NG0058'8.7 FEET WEST OF THE WEST RAIL.  A STANDARD DISK STAMPED
 NG0058'634.713 A 24 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0006 ***********************************************************************
 NG0006  DESIGNATION -  A 25
 NG0006  PID         -  NG0006
 NG0006  STATE/COUNTY-  MI/ALLEGAN
 NG0006  USGS QUAD   -  HAMILTON WEST (1981)
 NG0006
 NG0006                         *CURRENT SURVEY CONTROL
 NG0006  ___________________________________________________________________
 NG0006* NAD 83(1994)-  42 40 56.24717(N)    086 04 52.17290(W)     ADJUSTED  
 NG0006* NAVD 88     -       224.083  (meters)     735.18   (feet)  ADJUSTED  
 NG0006  ___________________________________________________________________
 NG0006  X           -     320,946.738 (meters)                     COMP
 NG0006  Y           -  -4,685,112.309 (meters)                     COMP
 NG0006  Z           -   4,301,751.940 (meters)                     COMP
 NG0006  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 NG0006  ELLIP HEIGHT-         190.76  (meters)          (07/12/02) GPS OBS
 NG0006  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0006  DYNAMIC HT  -         224.026 (meters)     734.99  (feet)  COMP
 NG0006  MODELED GRAV-     980,357.5   (mgal)                       NAVD 88
 NG0006
 NG0006  HORZ ORDER  -  FIRST
 NG0006  VERT ORDER  -  FIRST     CLASS II
 NG0006  ELLP ORDER  -  FOURTH    CLASS II
 NG0006
 NG0006.The horizontal coordinates were established by GPS observations
 NG0006.and adjusted by the National Geodetic Survey in September 1995..
 NG0006
 NG0006.The orthometric height was determined by differential leveling
 NG0006.and adjusted by the National Geodetic Survey in June 1991..
 NG0006
 NG0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0006
 NG0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0006
 NG0006.The ellipsoidal height was determined by GPS observations
 NG0006.and is referenced to NAD 83.
 NG0006
 NG0006.The geoid height was determined by GEOID03.
 NG0006
 NG0006.The dynamic height is computed by dividing the NAVD 88
 NG0006.geopotential number by the normal gravity value computed on the
 NG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0006.degrees latitude (g = 980.6199 gals.).
 NG0006
 NG0006.The modeled gravity was interpolated from observed gravity values.
 NG0006
 NG0006;                    North         East     Units Scale Factor Converg.
 NG0006;SPC MI S     -   132,756.182 3,859,502.414   MT  0.99991311   -1 10 00.3
 NG0006;SPC MI S     -   435,551.78 12,662,409.49   iFT  0.99991311   -1 10 00.3
 NG0006;UTM  16      - 4,725,943.947   575,278.182   MT  0.99966972   +0 37 22.6
 NG0006
 NG0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0006!SPC MI S     -   0.99997008  x   0.99991311  =   0.99988320
 NG0006!UTM  16      -   0.99997008  x   0.99966972  =   0.99963981
 NG0006
 NG0006                          SUPERSEDED SURVEY CONTROL
 NG0006
 NG0006  ELLIP H (09/20/95)  190.78   (m)                       GP(       ) 1 2
 NG0006  NAD 83(1994)-  42 40 56.24812(N)    086 04 52.18426(W) AD(       ) 1
 NG0006  NAD 83(1986)-  42 40 56.24940(N)    086 04 52.18194(W) AD(       ) 1
 NG0006  NAD 83(1986)-  42 40 56.24508(N)    086 04 52.17171(W) AD(       ) 3
 NG0006  NAVD 88 (09/30/91)  224.08   (m)          735.2    (f) LEVELING    3  
 NG0006  NGVD 29 (??/??/92)  224.217  (m)          735.62   (f) ADJ UNCH    1 2
 NG0006
 NG0006.Superseded values are not recommended for survey control.
 NG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0006.See file dsdata.txt to determine how the superseded data were derived.
 NG0006
 NG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7527825944(NAD 83)
 NG0006_MARKER: DB = BENCH MARK DISK
 NG0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0006_SP_SET: CONCRETE POST
 NG0006_STAMPING: A 25 1930
 NG0006_MARK LOGO: CGS   
 NG0006_PROJECTION: PROJECTING 12 CENTIMETERS
 NG0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0006+STABILITY: SURFACE MOTION
 NG0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0006+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1994
 NG0006
 NG0006  HISTORY     - Date     Condition        Report By
 NG0006  HISTORY     - 1930     MONUMENTED       CGS
 NG0006  HISTORY     - 1948     GOOD             NGS
 NG0006  HISTORY     - 1984     GOOD             NGS
 NG0006  HISTORY     - 1988     GOOD             USPSQD
 NG0006  HISTORY     - 19890301 GOOD             NGS
 NG0006  HISTORY     - 19931027 GOOD             MIDT
 NG0006  HISTORY     - 19940523 GOOD             NGS
 NG0006
 NG0006                          STATION DESCRIPTION
 NG0006
 NG0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NG0006'AT EAST SAUGATUCK.
 NG0006'AT EAST SAUGATUCK, ALLEGAN COUNTY, 4 RAILS NORTH OF THE NORTH
 NG0006'END OF THE PERE MARQUETTE RAILWAY STATION, 63.4 FEET NORTH OF
 NG0006'THE CENTERLINE OF A GRAVEL ROAD, AND 26.6 FEET EAST OF THE EAST
 NG0006'RAIL.  A STANDARD DISK, STAMPED 735.619 A 25 1930 AND SET IN THE
 NG0006'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NG0006
 NG0006                          STATION RECOVERY (1984)
 NG0006
 NG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0006'THE MARK IS 0.3 M BELOW TRACKS.
 NG0006'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 NG0006'(0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE POST
 NG0006'OFFICE IN FENNVILLE, THENCE 8.8 KM (5.5 MI) NORTH ALONG 58TH STREET,
 NG0006'THENCE 2.6 KM (1.65 MI) EAST ALONG 136TH AVENUE, AT THE CROSSING OF
 NG0006'THE CHESAPEAKE AND OHIO RAILROAD TRACKS, 20.26 METERS (66.5 FT) NORTH
 NG0006'OF THE CENTERLINE OF 136TH AVENUE, 8.10 METERS (26.6 FT) EAST OF THE
 NG0006'EAST RAIL, 3.53 METERS (11.6 FT) SOUTH OF A TELEPHONE POLE, AND
 NG0006'2.04 METERS (6.7 FT) WEST-SOUTHWEST OF A METAL POLE WITH AN
 NG0006'ELECTRIC METER ATTACHED.
 NG0006'THE MARK IS 1.8 METERS  E FROM A WITNESS POST.
 NG0006
 NG0006                          STATION RECOVERY (1988)
 NG0006
 NG0006'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0006'RECOVERED IN GOOD CONDITION.
 NG0006
 NG0006                          STATION RECOVERY (1989)
 NG0006
 NG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NG0006'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) SOUTH OF HOLLAND, 10.1
 NG0006'KM (6.30 MI) NORTHEAST OF FENNVILLE AND 1.0 KM (0.60 MI) EAST OF EAST
 NG0006'SAUGATUCK.  OWNERSHIP--CHESAPEAKE AND OHIO RAILROAD.
 NG0006'TO REACH THE STATION FROM THE POST OFFICE IN FENNVILLE, GO WEST ON
 NG0006'STATE HIGHWAY 89 FOR 0.78 KM (0.50 MI) TO A PAVED ROAD ON THE RIGHT.
 NG0006'TURN RIGHT AND GO NORTH ON 58TH STREET FOR 9.87 KM (6.15 MI) TO A
 NG0006'CROSSROAD.  TURN RIGHT AND GO EAST ON 136TH AVENUE FOR 2.64 KM
 NG0006'(1.65 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT, JUST
 NG0006'AFTER CROSSING THE RAILROAD.
 NG0006'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NG0006'MONUMENT THAT PROJECTS 14 CM.  LOCATED 20.3 M (66.6 FT) NORTH OF THE
 NG0006'CENTERLINE OF 136TH AVENUE, 8.1 M (26.6 FT) EAST OF THE NEAR RAIL, 3.5
 NG0006'M (11.5 FT) SOUTH OF A UTILITY POLE, 2.0 M (6.6 FT) WEST-SOUTHWEST OF
 NG0006'A METAL POLE WITH A ELECTRIC METER AND 0.3 M (1.0 FT) EAST OF A
 NG0006'CARSONITE WITNESS POST.
 NG0006'DESCRIBED BY E.J. HANSMANN.
 NG0006
 NG0006                          STATION RECOVERY (1993)
 NG0006
 NG0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0006'STATION IS LOCATED IN QUAD 420861 ON THE HAMILTON WEST QUADRANGLE MAP.
 NG0006'IT IS IN THE SOUTHEAST 1/4 SECTION 33, T-4-N, R-15-W, FILLMORE
 NG0006'TOWNSHIP.  ABOUT 16.0 MILES NORTHWEST FROM ALLEGAN 6.5 MILES SOUTHEAST
 NG0006'FROM HOLLAND, 6.0 MILES NORTHEAST FROM SAUGATUCK, 6.0 MILES NORTHEAST
 NG0006'FROM FENNVILLE, AND ON THE CHESAPEAKE AND OHIO RAILROAD RIGHT-OF-WAY.
 NG0006'TO REACH FROM THE POST OFFICE IN FENNVILLE, GO WEST ALONG STATE
 NG0006'HIGHWAY M-89, FOR .50 MILE TO 58TH STREET. GO NORTH ALONG 58TH STREET
 NG0006'FOR 6.15 MILES TO 136TH AVENUE. GO EAST ALONG 136TH AVENUE FOR 1.65
 NG0006'MILES TO A RAILROAD CROSSING AND THE STATION ON THE LEFT AS DESCRIBED.
 NG0006'STATION IS 67.0 FEET NORTH FROM CENTER OF PAVEMENT AT 136TH AVENUE,
 NG0006'35.0 FEET NORTHWEST FROM UTILITY POLE, 27.0 FEET EAST FROM MOST
 NG0006'EASTERLY RAIL OF RAILROAD TRACKS, (6.5 FEET WEST FROM 0.33 FEET
 NG0006'DIAMETER STEEL POWER POST WITH METER) AND 0.5 FEET EAST FROM CARSONITE
 NG0006'WITNESS MARKER.
 NG0006
 NG0006                          STATION RECOVERY (1994)
 NG0006
 NG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NG0006'NOTE STATION HAS A GPS HORIZON BLOCKAGE OF 25 DEGREES FROM
 NG0006'EAST-NORTHEAST TO EAST-SOUTHEAST.  STATION IS LOCATED ABOUT 10 KM
 NG0006'(6.20 MI) SOUTH OF HOLLAND, 10 KM (6.20 MI) NORTH OF FENNVILLE, 1 KM
 NG0006'(0.60 MI) EAST OF EAST SAUGATUCK, IN THE NORTHEAST ANGLE OF THE
 NG0006'JUNCTION OF A ROAD AND RAILROAD TRACK.  OWNERSHIP--CHESAPEAKE AND OHIO
 NG0006'RAILROAD.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE
 NG0006'HIGHWAY 196 AND STATE HIGHWAY 89 (EXIT 34) , ABOUT 9 KM (5.60 MI) WEST
 NG0006'OF FENNVILLE, GO EAST ON HIGHWAY 89 FOR 8.41 KM (5.20 MI) TO A PAVED
 NG0006'ROAD LEFT AT THE WEST EDGE OF FENNVILLE.  TURN LEFT, NORTH, ON 58TH
 NG0006'STREET FOR 9.81 KM (6.10 MI) TO A CROSSROAD AT A BLINKER LIGHT.  TURN
 NG0006'RIGHT, EAST, ON 136TH AVENUE FOR 2.64 KM (1.65 MI) TO A RAILROAD
 NG0006'CROSSING AND THE STATION ON THE LEFT. STATION PROJECTS 10 CM ABOVE
 NG0006'GROUND IN LOW WEEDS.  IT IS 20.3 M (66.6 FT) NORTH OF, AND 0.5 M (1.6
 NG0006'FT) LOWER THAN THE ROAD CENTER, 8.2 M (26.9 FT) EAST OF THE NEAR RAIL
 NG0006'OF THE MAIN TRACK, 3.5 M (11.5 FT) SOUTH OF A UTILITY POLE, 2.0 M (6.6
 NG0006'FT) WEST OF A METAL POLE WITH ELECTRIC METER, AND 0.2 M (0.7 FT) EAST
 NG0006'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY G.R.  HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0001 ***********************************************************************
 OL0001  DESIGNATION -  A 26
 OL0001  PID         -  OL0001
 OL0001  STATE/COUNTY-  MI/OCEANA
 OL0001  USGS QUAD   -  
 OL0001
 OL0001                         *CURRENT SURVEY CONTROL
 OL0001  ___________________________________________________________________
 OL0001* NAD 83(1986)-  43 30 23.     (N)    086 20 37.     (W)     SCALED    
 OL0001* NAVD 88     -       210.130  (meters)     689.40   (feet)  ADJUSTED  
 OL0001  ___________________________________________________________________
 OL0001  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OL0001  DYNAMIC HT  -         210.089 (meters)     689.27  (feet)  COMP
 OL0001  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OL0001
 OL0001  VERT ORDER  -  FIRST     CLASS II
 OL0001
 OL0001.The horizontal coordinates were scaled from a topographic map and have
 OL0001.an estimated accuracy of +/- 6 seconds.
 OL0001
 OL0001.The orthometric height was determined by differential leveling
 OL0001.and adjusted by the National Geodetic Survey in June 1991..
 OL0001
 OL0001.The geoid height was determined by GEOID03.
 OL0001
 OL0001.The dynamic height is computed by dividing the NAVD 88
 OL0001.geopotential number by the normal gravity value computed on the
 OL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0001.degrees latitude (g = 980.6199 gals.).
 OL0001
 OL0001.The modeled gravity was interpolated from observed gravity values.
 OL0001
 OL0001;                    North         East    Units  Estimated Accuracy
 OL0001;SPC MI S     -   224,750.    3,840,150.      MT  (+/- 180 meters Scaled)
 OL0001
 OL0001                          SUPERSEDED SURVEY CONTROL
 OL0001
 OL0001  NGVD 29 (??/??/92)  210.235  (m)          689.75   (f) ADJ UNCH    1 2
 OL0001
 OL0001.Superseded values are not recommended for survey control.
 OL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0001.See file dsdata.txt to determine how the superseded data were derived.
 OL0001
 OL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP530172(NAD 83)
 OL0001_MARKER: DB = BENCH MARK DISK
 OL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0001_STAMPING: 689.746 A 26 1930
 OL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0001+STABILITY: SURFACE MOTION
 OL0001
 OL0001  HISTORY     - Date     Condition        Report By
 OL0001  HISTORY     - 1930     MONUMENTED       CGS
 OL0001  HISTORY     - 1944     GOOD             NGS
 OL0001  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0001  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0001  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0001  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0001
 OL0001                          STATION DESCRIPTION
 OL0001
 OL0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OL0001'AT ROTHBURY.
 OL0001'AT ROTHBURY, OCEANA COUNTY, 4.3 FEET NORTH OF THE NORTH END
 OL0001'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, OPPOSITE THREE
 OL0001'LARGE BILLBOARDS, AND 24.1 FEET EAST OF THE EAST RAIL.  A
 OL0001'STANDARD DISK, STAMPED 689.746 A 26 1930 AND SET IN THE TOP
 OL0001'OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OL0001'NOTE-- THE STATION HAS BEEN RAZED.
 OL0001
 OL0001                          STATION RECOVERY (1984)
 OL0001
 OL0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0001'SEARCHED FOR AND NOT RECOVERED THIS DATE, OLD STATION GONE, MARK
 OL0001'PROBABLY DESTROYED WHEN THE BUILDING WAS REMOVED.
 OL0001
 OL0001                          STATION RECOVERY (1994)
 OL0001
 OL0001'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0001'MARK NOT FOUND.
 OL0001
 OL0001                          STATION RECOVERY (2001)
 OL0001
 OL0001'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0001'MARK NOT FOUND.
 OL0001
 OL0001                          STATION RECOVERY (2004)
 OL0001
 OL0001'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0319 ***********************************************************************
 PL0319  DESIGNATION -  A 28
 PL0319  PID         -  PL0319
 PL0319  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0319  USGS QUAD   -  
 PL0319
 PL0319                         *CURRENT SURVEY CONTROL
 PL0319  ___________________________________________________________________
 PL0319* NAD 83(1986)-  44 37 31.     (N)    085 31 55.     (W)     SCALED    
 PL0319* NAVD 88     -       251.373  (meters)     824.71   (feet)  ADJUSTED  
 PL0319  ___________________________________________________________________
 PL0319  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 PL0319  DYNAMIC HT  -         251.350 (meters)     824.64  (feet)  COMP
 PL0319  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 PL0319
 PL0319  VERT ORDER  -  FIRST     CLASS II
 PL0319
 PL0319.The horizontal coordinates were scaled from a topographic map and have
 PL0319.an estimated accuracy of +/- 6 seconds.
 PL0319
 PL0319.The orthometric height was determined by differential leveling
 PL0319.and adjusted by the National Geodetic Survey in June 1991..
 PL0319
 PL0319.The geoid height was determined by GEOID03.
 PL0319
 PL0319.The dynamic height is computed by dividing the NAVD 88
 PL0319.geopotential number by the normal gravity value computed on the
 PL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0319.degrees latitude (g = 980.6199 gals.).
 PL0319
 PL0319.The modeled gravity was interpolated from observed gravity values.
 PL0319
 PL0319;                    North         East    Units  Estimated Accuracy
 PL0319;SPC MI C     -   146,080.    5,907,530.      MT  (+/- 180 meters Scaled)
 PL0319
 PL0319                          SUPERSEDED SURVEY CONTROL
 PL0319
 PL0319  NGVD 29 (??/??/92)  251.455  (m)          824.98   (f) ADJ UNCH    1 2
 PL0319
 PL0319.Superseded values are not recommended for survey control.
 PL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0319.See file dsdata.txt to determine how the superseded data were derived.
 PL0319
 PL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ164423(NAD 83)
 PL0319_MARKER: DB = BENCH MARK DISK
 PL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0319_STAMPING: 824.982 A 28 1930
 PL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0319+STABILITY: SURFACE MOTION
 PL0319
 PL0319  HISTORY     - Date     Condition        Report By
 PL0319  HISTORY     - 1930     MONUMENTED       CGS
 PL0319  HISTORY     - 1944     MARK NOT FOUND   NGS
 PL0319  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0319
 PL0319                          STATION DESCRIPTION
 PL0319
 PL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PL0319'IN MAYFIELD.
 PL0319'AT MAYFIELD, 10 RAILS NORTH OF THE PENNSYLVANIA RAILROAD STATION,
 PL0319'10 RAILS SOUTH OF THE RAILROAD WATER TANK, 18 FEET EAST OF THE EAST
 PL0319'RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 PL0319'824.982 A 28 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0319'5 INCHES ABOVE GROUND.
 PL0319
 PL0319                          STATION RECOVERY (1979)
 PL0319
 PL0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0096 ***********************************************************************
 PL0096  DESIGNATION -  A 29
 PL0096  PID         -  PL0096
 PL0096  STATE/COUNTY-  MI/ARENAC
 PL0096  USGS QUAD   -  STERLING (1968)
 PL0096
 PL0096                         *CURRENT SURVEY CONTROL
 PL0096  ___________________________________________________________________
 PL0096* NAD 83(1986)-  44 03 21.     (N)    084 03 43.     (W)     SCALED    
 PL0096* NAVD 88     -       238.746  (meters)     783.29   (feet)  ADJUSTED  
 PL0096  ___________________________________________________________________
 PL0096  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 PL0096  DYNAMIC HT  -         238.704 (meters)     783.15  (feet)  COMP
 PL0096  MODELED GRAV-     980,437.2   (mgal)                       NAVD 88
 PL0096
 PL0096  VERT ORDER  -  FIRST     CLASS II
 PL0096
 PL0096.The horizontal coordinates were scaled from a topographic map and have
 PL0096.an estimated accuracy of +/- 6 seconds.
 PL0096
 PL0096.The orthometric height was determined by differential leveling
 PL0096.and adjusted by the National Geodetic Survey in June 1991..
 PL0096
 PL0096.The geoid height was determined by GEOID03.
 PL0096
 PL0096.The dynamic height is computed by dividing the NAVD 88
 PL0096.geopotential number by the normal gravity value computed on the
 PL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0096.degrees latitude (g = 980.6199 gals.).
 PL0096
 PL0096.The modeled gravity was interpolated from observed gravity values.
 PL0096
 PL0096;                    North         East    Units  Estimated Accuracy
 PL0096;SPC MI C     -    82,190.    6,024,420.      MT  (+/- 180 meters Scaled)
 PL0096
 PL0096                          SUPERSEDED SURVEY CONTROL
 PL0096
 PL0096  NGVD 29 (??/??/92)  238.908  (m)          783.82   (f) ADJ UNCH    1 2
 PL0096
 PL0096.Superseded values are not recommended for survey control.
 PL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0096.See file dsdata.txt to determine how the superseded data were derived.
 PL0096
 PL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP353822(NAD 83)
 PL0096_MARKER: DB = BENCH MARK DISK
 PL0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0096_STAMPING: 783.817 A 29 1930
 PL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0096+STABILITY: SURFACE MOTION
 PL0096
 PL0096  HISTORY     - Date     Condition        Report By
 PL0096  HISTORY     - 1930     MONUMENTED       CGS
 PL0096  HISTORY     - 1934     GOOD             NGS
 PL0096  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 PL0096
 PL0096                          STATION DESCRIPTION
 PL0096
 PL0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0096'2.6 MI NW FROM STERLING.
 PL0096'2.6 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0096'THE STATION AT STERLING, ARENAC COUNTY, 5-1/2 RAILS SOUTHEAST
 PL0096'OF MILEPOST BC 35, AT A PRIVATE-ROAD CROSSING, 33 FEET SOUTHEAST
 PL0096'OF THE CENTERLINE OF THE ROAD, 39.3 FEET NORTHEAST OF THE NORTHEAST
 PL0096'RAIL, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 PL0096'783.817 A 29 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0096'5 INCHES ABOVE GROUND.
 PL0096
 PL0096                          STATION RECOVERY (2001)
 PL0096
 PL0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0036 ***********************************************************************
 PL0036  DESIGNATION -  A 290
 PL0036  PID         -  PL0036
 PL0036  STATE/COUNTY-  MI/OSCODA
 PL0036  USGS QUAD   -  ISLAND LAKE (1972)
 PL0036
 PL0036                         *CURRENT SURVEY CONTROL
 PL0036  ___________________________________________________________________
 PL0036* NAD 83(1986)-  44 33 34.     (N)    084 07 45.     (W)     SCALED    
 PL0036* NAVD 88     -       356.951  (meters)    1171.10   (feet)  ADJUSTED  
 PL0036  ___________________________________________________________________
 PL0036  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PL0036  DYNAMIC HT  -         356.899 (meters)    1170.93  (feet)  COMP
 PL0036  MODELED GRAV-     980,461.4   (mgal)                       NAVD 88
 PL0036
 PL0036  VERT ORDER  -  SECOND    CLASS 0
 PL0036
 PL0036.The horizontal coordinates were scaled from a topographic map and have
 PL0036.an estimated accuracy of +/- 6 seconds.
 PL0036
 PL0036.The orthometric height was determined by differential leveling
 PL0036.and adjusted by the National Geodetic Survey in June 1991..
 PL0036
 PL0036.The geoid height was determined by GEOID03.
 PL0036
 PL0036.The dynamic height is computed by dividing the NAVD 88
 PL0036.geopotential number by the normal gravity value computed on the
 PL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0036.degrees latitude (g = 980.6199 gals.).
 PL0036
 PL0036.The modeled gravity was interpolated from observed gravity values.
 PL0036
 PL0036;                    North         East    Units  Estimated Accuracy
 PL0036;SPC MI C     -   138,130.    6,018,870.      MT  (+/- 180 meters Scaled)
 PL0036
 PL0036                          SUPERSEDED SURVEY CONTROL
 PL0036
 PL0036  NGVD 29 (??/??/92)  357.083  (m)         1171.53   (f) ADJ UNCH    2 0
 PL0036
 PL0036.Superseded values are not recommended for survey control.
 PL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0036.See file dsdata.txt to determine how the superseded data were derived.
 PL0036
 PL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ279380(NAD 83)
 PL0036_MARKER: DB = BENCH MARK DISK
 PL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0036_STAMPING: A 290 1938
 PL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0036+STABILITY: SURFACE MOTION
 PL0036
 PL0036  HISTORY     - Date     Condition        Report By
 PL0036  HISTORY     - 1938     MONUMENTED       CGS
 PL0036  HISTORY     - 1950     MARK NOT FOUND   NGS
 PL0036  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0036
 PL0036                          STATION DESCRIPTION
 PL0036
 PL0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PL0036'6.2 MI S FROM MIO.
 PL0036'6.2 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0036'MIO, OSCODA COUNTY, IN THE BOTTOM OF A SMALL DEPRESSION BETWEEN
 PL0036'2 SMALL HILLS, 85 FEET NORTH OF THE NORTH END OF A 2-FOOT CUT,
 PL0036'42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 FEET LOWER
 PL0036'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 290 1938 AND SET IN
 PL0036'THE TOP OF A CONCRETE POST.  NOTE-- RECENT ROAD WORK MAY HAVE
 PL0036'COVERED THIS BENCH MARK.
 PL0036
 PL0036                          STATION RECOVERY (2001)
 PL0036
 PL0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0609 ***********************************************************************
 RM0609  DESIGNATION -  A 292
 RM0609  PID         -  RM0609
 RM0609  STATE/COUNTY-  MI/GOGEBIC
 RM0609  USGS QUAD   -  IRONWOOD (1981)
 RM0609
 RM0609                         *CURRENT SURVEY CONTROL
 RM0609  ___________________________________________________________________
 RM0609* NAD 83(1986)-  46 27 49.     (N)    090 11 01.     (W)     SCALED    
 RM0609* NAVD 88     -       442.510  (meters)    1451.80   (feet)  ADJUSTED  
 RM0609  ___________________________________________________________________
 RM0609  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0609  DYNAMIC HT  -         442.532 (meters)    1451.87  (feet)  COMP
 RM0609  MODELED GRAV-     980,648.4   (mgal)                       NAVD 88
 RM0609
 RM0609  VERT ORDER  -  FIRST     CLASS II
 RM0609
 RM0609.The horizontal coordinates were scaled from a topographic map and have
 RM0609.an estimated accuracy of +/- 6 seconds.
 RM0609
 RM0609.The orthometric height was determined by differential leveling
 RM0609.and adjusted by the National Geodetic Survey in June 1991..
 RM0609
 RM0609.The geoid height was determined by GEOID03.
 RM0609
 RM0609.The dynamic height is computed by dividing the NAVD 88
 RM0609.geopotential number by the normal gravity value computed on the
 RM0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0609.degrees latitude (g = 980.6199 gals.).
 RM0609
 RM0609.The modeled gravity was interpolated from observed gravity values.
 RM0609
 RM0609;                    North         East    Units  Estimated Accuracy
 RM0609;SPC MI N     -   191,660.    7,755,540.      MT  (+/- 180 meters Scaled)
 RM0609
 RM0609                          SUPERSEDED SURVEY CONTROL
 RM0609
 RM0609.No superseded survey control is available for this station.
 RM0609
 RM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM162494(NAD 83)
 RM0609_MARKER: I = METAL ROD
 RM0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0609_SP_SET: STAINLESS STEEL ROD
 RM0609_STAMPING: A 292 1982
 RM0609_MARK LOGO: NGS   
 RM0609_PROJECTION: FLUSH
 RM0609_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0609+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0609_ROD/PIPE-DEPTH: 4.8  meters
 RM0609
 RM0609  HISTORY     - Date     Condition        Report By
 RM0609  HISTORY     - 1982     MONUMENTED       NGS
 RM0609  HISTORY     - 19970630 GOOD             MIDT
 RM0609  HISTORY     - 20030822 GOOD             USPSQD
 RM0609  HISTORY     - 20040801 GOOD             USPSQD
 RM0609
 RM0609                          STATION DESCRIPTION
 RM0609
 RM0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0609'IN IRONWOOD.
 RM0609'IN IRONWOOD, IN CURRY PARK (CITY PARK) WHICH IS 1.0 KM (0.6 MI)
 RM0609'SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS AT THE JUNCTION OF
 RM0609'U.S. HIGHWAY 51 SOUTH, 28.0 METERS (92.0 FT) NORTH OF THE CENTERLINE
 RM0609'OF THE HIGHWAY AND/OR CLOVERLAND DRIVE, 17.4 METERS (57.0 FT) EAST OF
 RM0609'THE CENTERLINE OF A PAVED DRIVEWAY INTO PARK, 7.3 METERS (24.7 FT)
 RM0609'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PARK OFFICE, AND 0.9 METER
 RM0609'(3.5 FT) SOUTH OF THE SOUTHEAST END OF A SIDEWALK.
 RM0609'THE MARK IS 0.9 M BELOW HIGHWAY.
 RM0609
 RM0609                          STATION RECOVERY (1997)
 RM0609
 RM0609'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0609'RECOVERED AS DESCRIBED.
 RM0609
 RM0609                          STATION RECOVERY (2003)
 RM0609
 RM0609'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0609'RECOVERED IN GOOD CONDITION.  NOTE-- CURRY PARK IS ON THE NORTH SIDE
 RM0609'OF HIGHWAY 2.  TREES IN ALL QUADRANTS WILL OBSTRUCT SATELLITE
 RM0609'OBSERVATIONS.
 RM0609
 RM0609                          STATION RECOVERY (2004)
 RM0609
 RM0609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0586 ***********************************************************************
 RJ0586  FBN         -  This is a Federal Base Network Control Station.
 RJ0586  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0586  DESIGNATION -  A 293
 RJ0586  PID         -  RJ0586
 RJ0586  STATE/COUNTY-  MI/CHIPPEWA
 RJ0586  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0586
 RJ0586                         *CURRENT SURVEY CONTROL
 RJ0586  ___________________________________________________________________
 RJ0586* NAD 83(1994)-  46 29 02.31180(N)    084 37 56.45415(W)     ADJUSTED  
 RJ0586* NAVD 88     -       187.790  (meters)     616.11   (feet)  ADJUSTED  
 RJ0586  ___________________________________________________________________
 RJ0586  X           -     411,563.020 (meters)                     COMP
 RJ0586  Y           -  -4,380,276.382 (meters)                     COMP
 RJ0586  Z           -   4,602,563.809 (meters)                     COMP
 RJ0586  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 RJ0586  ELLIP HEIGHT-         151.35  (meters)          (06/11/02) GPS OBS
 RJ0586  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0586  DYNAMIC HT  -         187.799 (meters)     616.14  (feet)  COMP
 RJ0586  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 RJ0586
 RJ0586  HORZ ORDER  -  B
 RJ0586  VERT ORDER  -  FIRST     CLASS 0
 RJ0586  ELLP ORDER  -  FOURTH    CLASS I
 RJ0586
 RJ0586.The horizontal coordinates were established by GPS observations
 RJ0586.and adjusted by the National Geodetic Survey in September 1995..
 RJ0586
 RJ0586.The orthometric height was determined by differential leveling
 RJ0586.and adjusted by the National Geodetic Survey in June 1991..
 RJ0586
 RJ0586.This Tidal Bench Mark is designated as VM 13353
 RJ0586.by the Center for Operational Oceanographic Products and Services.
 RJ0586
 RJ0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0586
 RJ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0586
 RJ0586.The ellipsoidal height was determined by GPS observations
 RJ0586.and is referenced to NAD 83.
 RJ0586
 RJ0586.The geoid height was determined by GEOID03.
 RJ0586
 RJ0586.The dynamic height is computed by dividing the NAVD 88
 RJ0586.geopotential number by the normal gravity value computed on the
 RJ0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0586.degrees latitude (g = 980.6199 gals.).
 RJ0586
 RJ0586.The modeled gravity was interpolated from observed gravity values.
 RJ0586
 RJ0586;                    North         East     Units Scale Factor Converg.
 RJ0586;SPC MI N     -   191,731.616 8,181,756.864   MT  0.99990883   +1 42 40.7
 RJ0586;SPC MI N     -   629,040.73 26,843,034.33   iFT  0.99990883   +1 42 40.7
 RJ0586;UTM  16      - 5,150,546.406   681,725.132   MT  1.00000595   +1 43 02.8
 RJ0586
 RJ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0586!SPC MI N     -   0.99997628  x   0.99990883  =   0.99988511
 RJ0586!UTM  16      -   0.99997628  x   1.00000595  =   0.99998222
 RJ0586
 RJ0586                          SUPERSEDED SURVEY CONTROL
 RJ0586
 RJ0586  ELLIP H (09/20/95)  151.34   (m)                       GP(       ) 1 2
 RJ0586  NAVD 88 (09/20/95)  187.79   (m)          616.1    (f) LEVELING    3  
 RJ0586
 RJ0586.Superseded values are not recommended for survey control.
 RJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0586.See file dsdata.txt to determine how the superseded data were derived.
 RJ0586
 RJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8172550546(NAD 83)
 RJ0586_MARKER: DB = BENCH MARK DISK
 RJ0586_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0586_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0586_STAMPING: A 293 1983
 RJ0586_MARK LOGO: NGS   
 RJ0586_PROJECTION: RECESSED 5 CENTIMETERS
 RJ0586_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0586_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0586+STABILITY: POSITION/ELEVATION WELL
 RJ0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0586+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0586_ROD/PIPE-DEPTH: 12.2 meters
 RJ0586_SLEEVE-DEPTH  : 6.09 meters
 RJ0586
 RJ0586  HISTORY     - Date     Condition        Report By
 RJ0586  HISTORY     - 1983     MONUMENTED       NGS
 RJ0586  HISTORY     - 19940927 GOOD             NGS
 RJ0586  HISTORY     - 19941003 GOOD             NOS
 RJ0586  HISTORY     - 19950907 GOOD             NOS
 RJ0586  HISTORY     - 19970604 GOOD             NGS
 RJ0586  HISTORY     - 20010228 GOOD             MIDT
 RJ0586  HISTORY     - 20010426 GOOD             MIDT
 RJ0586  HISTORY     - 20040825 GOOD             USPSQD
 RJ0586  HISTORY     - 20060829 GOOD             USPSQD
 RJ0586
 RJ0586                          STATION DESCRIPTION
 RJ0586
 RJ0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0586'12.5 KM (7.75 MI) NW FROM BRIMLEY.
 RJ0586'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0586'BRIMLEY, THENCE 11.7 KM (7.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT
 RJ0586'THE SITE OF AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, SET IN THE
 RJ0586'NORTH LAWN OUTSIDE OF THE ROCK WALL AROUND THE LIGHTHOUSE, NEAR THE
 RJ0586'FLAG POLE, 58.52 METERS (192.0 FT) NORTH-NORTHEAST OF THE CENTER OF
 RJ0586'THE ASPHALT ROAD, 22.09 METERS (72.5 FT) SOUTH OF THE SOUTH FACE OF
 RJ0586'THE LIGHTHOUSE BUILDING, 21.40 METERS (70.2 FT) SOUTHEAST OF THE
 RJ0586'SOUTHWEST CORNER OF THE ROCK WALL, 21.64 METERS (71.0 FT) SOUTHWEST OF
 RJ0586'THE SOUTHEAST CORNER OF THE ROCK WALL, 3.72 METERS (12.2 FT)
 RJ0586'SOUTH-SOUTHEAST OF THE SOUTH FACE OF THE ROCK WALL, AND 2.83 METERS
 RJ0586'(9.2 FT) SOUTH OF THE FLAG POLE.
 RJ0586'THE MARK IS 0.30 M ABOVE ROAD.
 RJ0586
 RJ0586                          STATION RECOVERY (1994)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ0586'STATION IS LOCATED IN QUAD 460843, ABOUT 17 KM (10.55 MI) SOUTHWEST
 RJ0586'FROM SAULT STE MARIE, 8 MI (12.9 KM) NORTHWEST OF BRIMLEY, AT THE SITE
 RJ0586'OF AN OLD LIGHTHOUSE KNOWN AS POINT IROQUOIS, SET IN THE LAWN OUTSIDE
 RJ0586'OF THE ROCK WALL AROUND THE LIGHTHOUSE, NEAR THE ASPHALT ROAD.  IT IS
 RJ0586'IN SECTION 12, T 47 N, R 3 W, MILLS TOWNSHIP. OWNERSHIP--HIAWATHA
 RJ0586'NATIONAL FOREST, U.S.  DEPARTMENT OF AGRICULTURE, U.S.  FOREST
 RJ0586'SERVICE, 4000 INTERSTATE HIGHWAY 75 BUSINESS SPUR, SAULT STE MARIE MI
 RJ0586'49783, PHONE 906-635-5311, CONTACT POINT IROQUOIS CARETAKER BILL
 RJ0586'OWENS, PHONE 906-437-5235, PRIOR TO STATION OCCUPATION.  TO REACH FROM
 RJ0586'THE INTERSECTION OF STATE HIGHWAY 221 AND LAKE SHORE DRIVE IN BRIMLEY,
 RJ0586'GO NORTHWEST ON LAKE SHORE DRIVE FOR 7.2 MI (11.6 KM) TO A PAVED ROAD
 RJ0586'RIGHT AND CIRCULAR DRIVE LEADING TO AN OLD LIGHTHOUSE AND THE STATION
 RJ0586'IN FRONT LAWN NEAR FLAGPOLE.  DATUM CAP IS RECESSED 14 CM BELOW
 RJ0586'GROUND.  STATION IS 58.7 M (192.6 FT) NORTH FROM THE CENTERLINE OF
 RJ0586'HIGHWAY, 25.8 M (84.6 FT) SOUTHWEST FROM THE ONLY LAMP POST IN PARKING
 RJ0586'AREA, 22.2 M (72.8 FT) SOUTH OF THE SOUTH FACE OF THE LIGHTHOUSE
 RJ0586'BUILDING, 2.5 M (8.2 FT) SOUTHWEST FROM A FLAGPOLE AND 1.4 M (4.6 FT)
 RJ0586'EAST FROM THE EAST EDGE OF A SIDEWALK. NOTE--ACCESS TO DATUM POINT IS
 RJ0586'HAD THROUGH A 5-INCH LOGO CAP.
 RJ0586
 RJ0586                          STATION RECOVERY (1994)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (1995)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0586'RECOVERED AS DESCRIBED.
 RJ0586
 RJ0586                          STATION RECOVERY (1997)
 RJ0586
 RJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED)
 RJ0586'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) NORTHWEST OF BRIMLEY,
 RJ0586'MI., ABOUT 4.8 KM (3.00 MI) NORTHWEST OF BAY MILLS, AT THE OLD
 RJ0586'LIGHTHOUSE AT POINT IROQUOIS.  IN THE GRASS JUST OUTSIDE OF AND
 RJ0586'SOUTH-SOUTHWEST OF A LOW ROCK YARD FENCE, JUST SOUTHWEST OF A
 RJ0586'FLAGPOLE.  OWNERSHIP--STATE OF MICHIGAN.  NOTE--CONTACT MARY
 RJ0586'MCWILLIAMS U.S.D.A.  FOREST SERVICE, AT THE SITE (24-HOURS) IN
 RJ0586'ADVANCE.  THE RESIDENT OR SOMEONE WILL BE AT THE SITE 24-HOURS A DAY
 RJ0586'FOR SECURITY.  NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL GREAT
 RJ0586'LAKES DATUM POINTS).  TO REACH THE STATION FROM THE NORTH END OF STATE
 RJ0586'HIGHWAY 221 AT A TEE JUNCTION WITH LAKESHORE DRIVE ON THE NORTH SIDE
 RJ0586'OF BRIMLEY, GO NORTHWEST, 11.7 KM (7.25 MI) ALONG LAKESHORE DRIVE TO
 RJ0586'THE ENTRANCE TO THE OLD LIGHTHOUSE ON THE RIGHT.  TURN RIGHT,
 RJ0586'NORTHEAST, 0.08 KM (0.05 MI) ALONG ENTRANCE ROAD TO THE LIGHTHOUSE AND
 RJ0586'THE STATION ON THE LEFT, JUST SOUTHWEST OF THE FLAGPOLE.  STATION IS
 RJ0586'58.5 M (191.9 FT) NORTH-NORTHEAST OF THE LAKESHORE DRIVE CENTER, 22.2
 RJ0586'M (72.8 FT) SOUTH-SOUTHWEST OF THE LIGHTHOUSE BUILDINGS
 RJ0586'SOUTH-SOUTHWEST FACE, 21.4 M (70.2 FT) SOUTHEAST OF THE ROCK WALLS
 RJ0586'SOUTHWEST CORNER, 21.6 SOUTHWEST OF THE ROCK WALLS SOUTHEAST CORNER,
 RJ0586'3.5 M (11.5 FT) SOUTH-SOUTHWEST OF THE ROCK WALLS SOUTH-SOUTHWEST
 RJ0586'FACE, 2.7 M (8.9 FT) SOUTHWEST OF THE FLAGPOLE, 2.15 M (7.05 FT)
 RJ0586'SOUTH-SOUTHWEST OF A SHORT SIDEWALK LEADING TO THE FLAGPOLE, 1.35 M
 RJ0586'(4.43 FT) EAST-SOUTHEAST OF A SIDEWALK, AND THE STATION IS ABOUT LEVEL
 RJ0586'WITH THE SIDEWALK AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
 RJ0586'NOTE--THE DATUM POINT IS THE TOP CENTER OF A STAINLESS STEEL ROD,
 RJ0586'RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE GROUND SURFACE AND DRIVEN TO A
 RJ0586'DEPTH OF 12.2 M, (40.0 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT)
 RJ0586'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 RJ0586'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 RJ0586
 RJ0586                          STATION RECOVERY (2001)
 RJ0586
 RJ0586'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RJ0586'RECOVERED IN GOOD CONDITION.
 RJ0586
 RJ0586                          STATION RECOVERY (2001)
 RJ0586
 RJ0586'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0586'STATION WAS RECOVERED ON 04-03-2001,  BY THE SUPERIOR REGION OF
 RJ0586'THE MICHIGAN DEPARTMENT OF TRANSPORTATION, (LEW)  IN GOOD
 RJ0586'CONDITION.  STATION IS GOOD FOR USE WITH G.P.S.
 RJ0586' 
 RJ0586'STATION MARK IS A STAINLESS STEEL ROD IN A MONUMENT BOX WITH
 RJ0586'ACCESS COVER.  BOX IS A ALUMINUM AND STAMPING IS ON RIM OF BOX.
 RJ0586' 
 RJ0586'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RJ0586' 
 RJ0586' 
 RJ0586' 
 RJ0586'
 RJ0586
 RJ0586                          STATION RECOVERY (2004)
 RJ0586
 RJ0586'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0586'RECOVERED IN GOOD CONDITION.
 RJ0586
 RJ0586                          STATION RECOVERY (2006)
 RJ0586
 RJ0586'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0008 ***********************************************************************
 RH0008  DESIGNATION -  A 294
 RH0008  PID         -  RH0008
 RH0008  STATE/COUNTY-  MI/CHIPPEWA
 RH0008  USGS QUAD   -  LIME ISLAND (1994)
 RH0008
 RH0008                         *CURRENT SURVEY CONTROL
 RH0008  ___________________________________________________________________
 RH0008* NAD 83(1986)-  46 00 41.     (N)    083 55 33.     (W)     SCALED    
 RH0008* NAVD 88     -       201.635  (meters)     661.53   (feet)  ADJUSTED  
 RH0008  ___________________________________________________________________
 RH0008  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 RH0008  DYNAMIC HT  -         201.638 (meters)     661.54  (feet)  COMP
 RH0008  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 RH0008
 RH0008  VERT ORDER  -  FIRST     CLASS 0
 RH0008
 RH0008.The horizontal coordinates were scaled from a topographic map and have
 RH0008.an estimated accuracy of +/- 6 seconds.
 RH0008
 RH0008.The orthometric height was determined by differential leveling
 RH0008.and adjusted by the National Geodetic Survey in June 1991..
 RH0008
 RH0008.The geoid height was determined by GEOID03.
 RH0008
 RH0008.The dynamic height is computed by dividing the NAVD 88
 RH0008.geopotential number by the normal gravity value computed on the
 RH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RH0008.degrees latitude (g = 980.6199 gals.).
 RH0008
 RH0008.The modeled gravity was interpolated from observed gravity values.
 RH0008
 RH0008;                    North         East    Units  Estimated Accuracy
 RH0008;SPC MI N     -   141,110.    8,238,010.      MT  (+/- 180 meters Scaled)
 RH0008
 RH0008                          SUPERSEDED SURVEY CONTROL
 RH0008
 RH0008.No superseded survey control is available for this station.
 RH0008
 RH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL734994(NAD 83)
 RH0008_MARKER: I = METAL ROD
 RH0008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RH0008_SP_SET: STAINLESS STEEL ROD
 RH0008_STAMPING: A 294 1983
 RH0008_MARK LOGO: NGS   
 RH0008_PROJECTION: FLUSH
 RH0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0008_ROD/PIPE-DEPTH: 4.87 meters
 RH0008
 RH0008  HISTORY     - Date     Condition        Report By
 RH0008  HISTORY     - 1983     MONUMENTED       NGS
 RH0008  HISTORY     - 19940728 GOOD             USPSQD
 RH0008  HISTORY     - 20010331 GOOD             NGS
 RH0008
 RH0008                          STATION DESCRIPTION
 RH0008
 RH0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RH0008'4.2 KM (2.65 MI) NW FROM DE TOUR VILLAGE.
 RH0008'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 RH0008'THE JUNCTION OF DAWSON STREET EAST AND SOUTH CARIBOU DRIVE WEST IN DE
 RH0008'TOUR VILLAGE, THENCE 1.8 KM (1.15 MI) WEST ALONG DEMOCRAT ROAD (NORTH
 RH0008'CARIBOU ROAD), THENCE 1.3 KM (0.8 MI) NORTH ALONG SPRING BAY ROAD, AT
 RH0008'A PRIVATE GRAVELED DRIVEWAY WEST, SET NORTHEAST AND ACROSS THE ROAD
 RH0008'FROM THE DRIVEWAY, BY POWERLINE POLE NUMBER DT 187 WITH TRANSFORMER,
 RH0008'7.20 METERS (23.6 FT) EAST OF THE CENTER OF SPRING BAY ROAD,
 RH0008'1.13 METERS (3.7 FT) NORTH OF POWERLINE POLE NUMBER DT 187 WITH A GUY
 RH0008'CABLE ANCHOR TO THE EAST, 18.44 METERS (60.5 FT) NORTH OF AN EXTENDED
 RH0008'CENTERLINE OF THE GRAVELED DRIVEWAY WEST, AND 4.39 METERS (14.4 FT)
 RH0008'WEST-NORTHWEST OF THE GUY CABLE ANCHOR TO POWERLINE POLE NUMBER DT
 RH0008'187.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH.
 RH0008'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RH0008'THE MARK IS 0.3 M ABOVE ROAD.
 RH0008
 RH0008                          STATION RECOVERY (1994)
 RH0008
 RH0008'RECOVERY NOTE BY US POWER SQUADRON 1994
 RH0008'RECOVERED IN GOOD CONDITION.
 RH0008
 RH0008                          STATION RECOVERY (2001)
 RH0008
 RH0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RH0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0587 ***********************************************************************
 RJ0587  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0587  DESIGNATION -  A 295
 RJ0587  PID         -  RJ0587
 RJ0587  STATE/COUNTY-  MI/CHIPPEWA
 RJ0587  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ0587
 RJ0587                         *CURRENT SURVEY CONTROL
 RJ0587  ___________________________________________________________________
 RJ0587* NAD 83(1986)-  46 29 00.     (N)    084 37 52.     (W)     SCALED    
 RJ0587* NAVD 88     -       187.729  (meters)     615.91   (feet)  ADJUSTED  
 RJ0587  ___________________________________________________________________
 RJ0587  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0587  DYNAMIC HT  -         187.738 (meters)     615.94  (feet)  COMP
 RJ0587  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 RJ0587
 RJ0587  VERT ORDER  -  FIRST     CLASS 0
 RJ0587
 RJ0587.The horizontal coordinates were scaled from a topographic map and have
 RJ0587.an estimated accuracy of +/- 6 seconds.
 RJ0587
 RJ0587.The orthometric height was determined by differential leveling
 RJ0587.and adjusted by the National Geodetic Survey in June 1991..
 RJ0587
 RJ0587.This Tidal Bench Mark is designated as VM 17794
 RJ0587.by the Center for Operational Oceanographic Products and Services.
 RJ0587
 RJ0587.The geoid height was determined by GEOID03.
 RJ0587
 RJ0587.The dynamic height is computed by dividing the NAVD 88
 RJ0587.geopotential number by the normal gravity value computed on the
 RJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0587.degrees latitude (g = 980.6199 gals.).
 RJ0587
 RJ0587.The modeled gravity was interpolated from observed gravity values.
 RJ0587
 RJ0587;                    North         East    Units  Estimated Accuracy
 RJ0587;SPC MI N     -   191,660.    8,181,850.      MT  (+/- 180 meters Scaled)
 RJ0587
 RJ0587                          SUPERSEDED SURVEY CONTROL
 RJ0587
 RJ0587.No superseded survey control is available for this station.
 RJ0587
 RJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS818504(NAD 83)
 RJ0587_MARKER: I = METAL ROD
 RJ0587_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0587_SP_SET: STAINLESS STEEL ROD
 RJ0587_STAMPING: A 295 1983
 RJ0587_MARK LOGO: NGS   
 RJ0587_PROJECTION: FLUSH
 RJ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0587_ROD/PIPE-DEPTH: 8.8  meters
 RJ0587
 RJ0587  HISTORY     - Date     Condition        Report By
 RJ0587  HISTORY     - 1983     MONUMENTED       NGS
 RJ0587  HISTORY     - 20040825 GOOD             USPSQD
 RJ0587  HISTORY     - 20060829 GOOD             USPSQD
 RJ0587
 RJ0587                          STATION DESCRIPTION
 RJ0587
 RJ0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0587'12.4 KM (7.7 MI) NW FROM BRIMLEY.
 RJ0587'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0587'BRIMLEY, THENCE 11.7 KM (7.2 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT
 RJ0587'THE ENTRANCE TO THE POINT IROQUOIS LIGHTHOUSE, 7.3 METERS (24.0 FT)
 RJ0587'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 14.2 METERS (46.5 FT) SOUTH OF
 RJ0587'POWERLINE POLE NUMBER BRI-148, 30.3 METERS (99.3 FT) EAST OF EXTENDED
 RJ0587'CENTERLINE OF ENTRANCE NORTH TO POINT IROQUOIS LIGHTHOUSE, 22.0 METERS
 RJ0587'(72.3 FT) SOUTHEAST OF UNDERGROUND TELEPHONE JUNCTION BOX, AND
 RJ0587'0.52 METERS (1.7 FT) WEST OF UTILITY SUPPORT POLE NUMBER 142 X.
 RJ0587'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RJ0587'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0587
 RJ0587                          STATION RECOVERY (2004)
 RJ0587
 RJ0587'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0587'RECOVERED IN GOOD CONDITION.
 RJ0587
 RJ0587                          STATION RECOVERY (2006)
 RJ0587
 RJ0587'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0619 ***********************************************************************
 RJ0619  DESIGNATION -  A 296
 RJ0619  PID         -  RJ0619
 RJ0619  STATE/COUNTY-  MI/CHIPPEWA
 RJ0619  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0619
 RJ0619                         *CURRENT SURVEY CONTROL
 RJ0619  ___________________________________________________________________
 RJ0619* NAD 83(1986)-  46 28 09.     (N)    084 17 54.     (W)     SCALED    
 RJ0619* NAVD 88     -       178.125  (meters)     584.40   (feet)  ADJUSTED  
 RJ0619  ___________________________________________________________________
 RJ0619  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0619  DYNAMIC HT  -         178.135 (meters)     584.43  (feet)  COMP
 RJ0619  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0619
 RJ0619  VERT ORDER  -  FIRST     CLASS 0
 RJ0619
 RJ0619.The horizontal coordinates were scaled from a topographic map and have
 RJ0619.an estimated accuracy of +/- 6 seconds.
 RJ0619
 RJ0619.The orthometric height was determined by differential leveling
 RJ0619.and adjusted by the National Geodetic Survey in June 1991..
 RJ0619
 RJ0619.The geoid height was determined by GEOID03.
 RJ0619
 RJ0619.The dynamic height is computed by dividing the NAVD 88
 RJ0619.geopotential number by the normal gravity value computed on the
 RJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0619.degrees latitude (g = 980.6199 gals.).
 RJ0619
 RJ0619.The modeled gravity was interpolated from observed gravity values.
 RJ0619
 RJ0619;                    North         East    Units  Estimated Accuracy
 RJ0619;SPC MI N     -   190,910.    8,207,450.      MT  (+/- 180 meters Scaled)
 RJ0619
 RJ0619                          SUPERSEDED SURVEY CONTROL
 RJ0619
 RJ0619.No superseded survey control is available for this station.
 RJ0619
 RJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS074497(NAD 83)
 RJ0619_MARKER: I = METAL ROD
 RJ0619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0619_SP_SET: STAINLESS STEEL ROD
 RJ0619_STAMPING: A 296 1983
 RJ0619_MARK LOGO: NGS   
 RJ0619_PROJECTION: FLUSH
 RJ0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0619+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2005
 RJ0619_ROD/PIPE-DEPTH: 10.9 meters
 RJ0619
 RJ0619  HISTORY     - Date     Condition        Report By
 RJ0619  HISTORY     - 1983     MONUMENTED       NGS
 RJ0619  HISTORY     - 20051114 GOOD             INDIV
 RJ0619
 RJ0619                          STATION DESCRIPTION
 RJ0619
 RJ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0619'5.95 KM (3.7 MI) SE FROM SAULT STE MARIE.
 RJ0619'5.95 KM (3.7 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE
 RJ0619'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, SET AT THE
 RJ0619'MUNICIPAL BOAT HARBOR, 53.3 METERS (175.0 FT) EAST-NORTHEAST OF THE
 RJ0619'CENTERLINE OF RIVERSIDE DRIVE, 29.4 METERS (96.5 FT) SOUTHEAST OF THE
 RJ0619'SOUTHWEST CORNER OF A ONE STORY CINDER BLOCK BUILDING, 27.1 METERS
 RJ0619'(89.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE STORY CINDER
 RJ0619'BLOCK BUILDING, 6.0 METERS (19.6 FT) WEST-SOUTHWEST OF THE EAST EDGE
 RJ0619'OF THE METAL RAIL OF A SEA WALL, AND 0.6 METER (1.97 FT) WEST OF
 RJ0619'POWERLINE POLE NUMBER K31-201.
 RJ0619'THE MARK IS 0.3 M BELOW PORTAGE AVENUE.
 RJ0619
 RJ0619                          STATION RECOVERY (2005)
 RJ0619
 RJ0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0696 ***********************************************************************
 RJ0696  DESIGNATION -  A 297
 RJ0696  PID         -  RJ0696
 RJ0696  STATE/COUNTY-  MI/CHIPPEWA
 RJ0696  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0696
 RJ0696                         *CURRENT SURVEY CONTROL
 RJ0696  ___________________________________________________________________
 RJ0696* NAD 83(1986)-  46 29 05.     (N)    084 17 49.     (W)     SCALED    
 RJ0696* NAVD 88     -       177.801  (meters)     583.34   (feet)  ADJUSTED  
 RJ0696  ___________________________________________________________________
 RJ0696  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0696  DYNAMIC HT  -         177.811 (meters)     583.37  (feet)  COMP
 RJ0696  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RJ0696
 RJ0696  VERT ORDER  -  FIRST     CLASS 0
 RJ0696
 RJ0696.The horizontal coordinates were scaled from a topographic map and have
 RJ0696.an estimated accuracy of +/- 6 seconds.
 RJ0696
 RJ0696.The orthometric height was determined by differential leveling
 RJ0696.and adjusted by the National Geodetic Survey in June 1991..
 RJ0696
 RJ0696.The geoid height was determined by GEOID03.
 RJ0696
 RJ0696.The dynamic height is computed by dividing the NAVD 88
 RJ0696.geopotential number by the normal gravity value computed on the
 RJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0696.degrees latitude (g = 980.6199 gals.).
 RJ0696
 RJ0696.The modeled gravity was interpolated from observed gravity values.
 RJ0696
 RJ0696;                    North         East    Units  Estimated Accuracy
 RJ0696;SPC MI N     -   192,640.    8,207,490.      MT  (+/- 180 meters Scaled)
 RJ0696
 RJ0696                          SUPERSEDED SURVEY CONTROL
 RJ0696
 RJ0696.No superseded survey control is available for this station.
 RJ0696
 RJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS074514(NAD 83)
 RJ0696_MARKER: I = METAL ROD
 RJ0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0696_SP_SET: STAINLESS STEEL ROD
 RJ0696_STAMPING: A 297 1983
 RJ0696_MARK LOGO: NGS   
 RJ0696_PROJECTION: FLUSH
 RJ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0696_ROD/PIPE-DEPTH: 20.7 meters
 RJ0696
 RJ0696  HISTORY     - Date     Condition        Report By
 RJ0696  HISTORY     - 1983     MONUMENTED       NGS
 RJ0696  HISTORY     - 20041111 MARK NOT FOUND   INDIV
 RJ0696
 RJ0696                          STATION DESCRIPTION
 RJ0696
 RJ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0696'SUGAR ISLAND FERRY LANDING.
 RJ0696'AT THE SUGAR ISLAND FERRY LANDING ON SUGAR ISLAND, AT THE FIRST
 RJ0696'POWERLINE POLE EAST OF THE LANDING, SET BETWEEN TWO WITNESS POST,
 RJ0696'18.8 METERS (61.8 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 RJ0696'CONCRETE APPROCH APRON OF FERRY DOCK, 12.5 METERS (41.0 FT) SOUTH OF
 RJ0696'APPROXIMATE CENTER OF 1 1/2 MILE ROAD, AND 8.2 METERS (27.0 FT)
 RJ0696'WEST-NORTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES AND TRANSFORMER.
 RJ0696'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 RJ0696'THE MARK IS 0.51 M BELOW ROAD.
 RJ0696
 RJ0696                          STATION RECOVERY (2004)
 RJ0696
 RJ0696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ0696'MARKER APPEARS TO BE DESTROYED DURING PARKING LOT EXPANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0404 ***********************************************************************
 QK0404  DESIGNATION -  A 298
 QK0404  PID         -  QK0404
 QK0404  STATE/COUNTY-  MI/MACKINAC
 QK0404  USGS QUAD   -  PRENTISS BAY (1976)
 QK0404
 QK0404                         *CURRENT SURVEY CONTROL
 QK0404  ___________________________________________________________________
 QK0404* NAD 83(1986)-  45 58 58.     (N)    084 12 19.     (W)     SCALED    
 QK0404* NAVD 88     -       177.809  (meters)     583.36   (feet)  ADJUSTED  
 QK0404  ___________________________________________________________________
 QK0404  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 QK0404  DYNAMIC HT  -         177.814 (meters)     583.38  (feet)  COMP
 QK0404  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 QK0404
 QK0404  VERT ORDER  -  FIRST     CLASS 0
 QK0404
 QK0404.The horizontal coordinates were scaled from a topographic map and have
 QK0404.an estimated accuracy of +/- 6 seconds.
 QK0404
 QK0404.The orthometric height was determined by differential leveling
 QK0404.and adjusted by the National Geodetic Survey in June 1991..
 QK0404
 QK0404.The geoid height was determined by GEOID03.
 QK0404
 QK0404.The dynamic height is computed by dividing the NAVD 88
 QK0404.geopotential number by the normal gravity value computed on the
 QK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0404.degrees latitude (g = 980.6199 gals.).
 QK0404
 QK0404.The modeled gravity was interpolated from observed gravity values.
 QK0404
 QK0404;                    North         East    Units  Estimated Accuracy
 QK0404;SPC MI N     -   137,130.    8,216,490.      MT  (+/- 180 meters Scaled)
 QK0404
 QK0404                          SUPERSEDED SURVEY CONTROL
 QK0404
 QK0404.No superseded survey control is available for this station.
 QK0404
 QK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR164959(NAD 83)
 QK0404_MARKER: DB = BENCH MARK DISK
 QK0404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0404_SP_SET: CULVERT HEADWALL
 QK0404_STAMPING: A 298 1983
 QK0404_MARK LOGO: NGS   
 QK0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0404
 QK0404  HISTORY     - Date     Condition        Report By
 QK0404  HISTORY     - 1983     MONUMENTED       NGS
 QK0404  HISTORY     - 19940728 GOOD             USPSQD
 QK0404  HISTORY     - 19950712 GOOD             USPSQD
 QK0404  HISTORY     - 20010331 GOOD             NGS
 QK0404
 QK0404                          STATION DESCRIPTION
 QK0404
 QK0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0404'13.1 KM (8.15 MI) EAST FROM CEDARVILLE.
 QK0404'13.1 KM (8.15 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0404'STATE HIGHWAY 129 IN CEDARVILLE, AT A LARGE CULVERT UNDER THE HIGHWAY
 QK0404'AT BEAVERTAIL CREEK, SET IN THE NORTHWEST END OF THE SOUTHWEST
 QK0404'HEADWALL, 8.65 METERS (28.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 QK0404'THE HIGHWAY, 2.89 METERS (9.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 QK0404'ROADWAY RAIL, 1.24 METERS (4.1 FT) SOUTHEAST OF A 6-INCH DIAMETER
 QK0404'WHITE WOOD POST PROJECTING 0.6 METER (2.0 FT) ABOVE GROUND, AND
 QK0404'0.42 METERS (1.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 QK0404'HEADWALL.
 QK0404'THE MARK IS 0.42 METERS  ESE FROM A WITNESS POST.
 QK0404'THE MARK IS 0.76 M BELOW HIGHWAY.
 QK0404
 QK0404                          STATION RECOVERY (1994)
 QK0404
 QK0404'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0404'RECOVERED IN GOOD CONDITION.
 QK0404
 QK0404                          STATION RECOVERY (1995)
 QK0404
 QK0404'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0404'RECOVERED IN GOOD CONDITION.
 QK0404
 QK0404                          STATION RECOVERY (2001)
 QK0404
 QK0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0684 ***********************************************************************
 RJ0684  DESIGNATION -  A 299
 RJ0684  PID         -  RJ0684
 RJ0684  STATE/COUNTY-  MI/CHIPPEWA
 RJ0684  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0684
 RJ0684                         *CURRENT SURVEY CONTROL
 RJ0684  ___________________________________________________________________
 RJ0684* NAD 83(1986)-  46 25 11.     (N)    084 13 00.     (W)     SCALED    
 RJ0684* NAVD 88     -       204.709  (meters)     671.62   (feet)  ADJUSTED  
 RJ0684  ___________________________________________________________________
 RJ0684  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0684  DYNAMIC HT  -         204.721 (meters)     671.66  (feet)  COMP
 RJ0684  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RJ0684
 RJ0684  VERT ORDER  -  FIRST     CLASS 0
 RJ0684
 RJ0684.The horizontal coordinates were scaled from a topographic map and have
 RJ0684.an estimated accuracy of +/- 6 seconds.
 RJ0684
 RJ0684.The orthometric height was determined by differential leveling
 RJ0684.and adjusted by the National Geodetic Survey in June 1991..
 RJ0684
 RJ0684.The geoid height was determined by GEOID03.
 RJ0684
 RJ0684.The dynamic height is computed by dividing the NAVD 88
 RJ0684.geopotential number by the normal gravity value computed on the
 RJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0684.degrees latitude (g = 980.6199 gals.).
 RJ0684
 RJ0684.The modeled gravity was interpolated from observed gravity values.
 RJ0684
 RJ0684;                    North         East    Units  Estimated Accuracy
 RJ0684;SPC MI N     -   185,630.    8,213,910.      MT  (+/- 180 meters Scaled)
 RJ0684
 RJ0684                          SUPERSEDED SURVEY CONTROL
 RJ0684
 RJ0684.No superseded survey control is available for this station.
 RJ0684
 RJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS138444(NAD 83)
 RJ0684_MARKER: I = METAL ROD
 RJ0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0684_SP_SET: STAINLESS STEEL ROD
 RJ0684_STAMPING: A 299 1983
 RJ0684_MARK LOGO: NGS   
 RJ0684_PROJECTION: FLUSH
 RJ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0684_ROD/PIPE-DEPTH: 6.1  meters
 RJ0684
 RJ0684  HISTORY     - Date     Condition        Report By
 RJ0684  HISTORY     - 1983     MONUMENTED       NGS
 RJ0684
 RJ0684                          STATION DESCRIPTION
 RJ0684
 RJ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0684'16.75 KM (10.4 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0684'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0684'LANDING ON SUGAR, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD TO
 RJ0684'THE JUNCTION OF 3 MILE ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE
 RJ0684'ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD ROAD TO THE
 RJ0684'JUNCTION OF 6 MILE ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG 6 MILE
 RJ0684'ROAD TO THE MARK ON THE RIGHT, 10.9 METERS (35.6 FT) SOUTH OF THE
 RJ0684'CENTER OF 6 MILE ROAD, AND 1.8 METERS (6.0 FT) WEST OF POWERLINE POLE
 RJ0684'NUMBER SU1-115.
 RJ0684'THE MARK IS 0.9 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0293 ***********************************************************************
 QL0293  DESIGNATION -  A 30
 QL0293  PID         -  QL0293
 QL0293  STATE/COUNTY-  MI/MENOMINEE
 QL0293  USGS QUAD   -  MARINETTE EAST (1976)
 QL0293
 QL0293                         *CURRENT SURVEY CONTROL
 QL0293  ___________________________________________________________________
 QL0293* NAD 83(1986)-  45 06 13.     (N)    087 36 39.     (W)     SCALED    
 QL0293* NAVD 88     -       179.739  (meters)     589.69   (feet)  ADJUSTED  
 QL0293  ___________________________________________________________________
 QL0293  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QL0293  DYNAMIC HT  -         179.721 (meters)     589.63  (feet)  COMP
 QL0293  MODELED GRAV-     980,515.0   (mgal)                       NAVD 88
 QL0293
 QL0293  VERT ORDER  -  FIRST     CLASS II
 QL0293
 QL0293.The horizontal coordinates were scaled from a topographic map and have
 QL0293.an estimated accuracy of +/- 6 seconds.
 QL0293
 QL0293.The orthometric height was determined by differential leveling
 QL0293.and adjusted by the National Geodetic Survey in June 1991..
 QL0293
 QL0293.The geoid height was determined by GEOID03.
 QL0293
 QL0293.The dynamic height is computed by dividing the NAVD 88
 QL0293.geopotential number by the normal gravity value computed on the
 QL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0293.degrees latitude (g = 980.6199 gals.).
 QL0293
 QL0293.The modeled gravity was interpolated from observed gravity values.
 QL0293
 QL0293;                    North         East    Units  Estimated Accuracy
 QL0293;SPC MI N     -    35,780.    7,951,920.      MT  (+/- 180 meters Scaled)
 QL0293
 QL0293                          SUPERSEDED SURVEY CONTROL
 QL0293
 QL0293  NGVD 29 (??/??/92)  179.767  (m)          589.79   (f) ADJ UNCH    1 2
 QL0293
 QL0293.Superseded values are not recommended for survey control.
 QL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0293.See file dsdata.txt to determine how the superseded data were derived.
 QL0293
 QL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ519946(NAD 83)
 QL0293_MARKER: DB = BENCH MARK DISK
 QL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0293_STAMPING: 589.786 A 30 1930
 QL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0293+STABILITY: SURFACE MOTION
 QL0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0293+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 QL0293
 QL0293  HISTORY     - Date     Condition        Report By
 QL0293  HISTORY     - 1930     MONUMENTED       CGS
 QL0293  HISTORY     - 1972     GOOD             NGS
 QL0293  HISTORY     - 1981     MARK NOT FOUND   AEROS
 QL0293  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0293  HISTORY     - 19960319 MARK NOT FOUND   MIDT
 QL0293
 QL0293                          STATION DESCRIPTION
 QL0293
 QL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0293'AT MENOMINEE.
 QL0293'AT MENOMINEE, ABOUT MIDWAY BETWEEN 7 TH AND 8 TH STREET, NEAR
 QL0293'THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, AND
 QL0293'6 TH AVENUE, AT THE NORTHEAST CORNER OF THE LAWN OF A RESIDENT
 QL0293'AT 711 6 TH AVENUE, 32 FEET SOUTH OF THE CENTER LINE OF THE
 QL0293'AVENUE, 25 FEET WEST OF THE WEST RAIL, 21.8 FEET SOUTHWEST OF
 QL0293'A METAL POST SUPPORTING A FLASHING SIGN, 2.5 FEET SOUTH OF THE
 QL0293'SOUTH EDGE OF A CONCRETE SIDEWALK, ABOUT LEVEL WITH THE AVENUE
 QL0293'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
 QL0293'LEVEL OF THE GROUND.  SEC 2, T 31 N, R 27 W.
 QL0293
 QL0293                          STATION RECOVERY (1981)
 QL0293
 QL0293'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 QL0293'MARK NOT FOUND.
 QL0293
 QL0293                          STATION RECOVERY (1990)
 QL0293
 QL0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0293'MARK NOT FOUND.
 QL0293
 QL0293                          STATION RECOVERY (1996)
 QL0293
 QL0293'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0293'THE RAILROAD HAS BEEN DISMANTLED AND THE RIGHT OF WAY HAS REVERTED
 QL0293'BACK TO PRIVATE USE.  THE EXACT RAILROAD LOCATION IS HARD TO LOCATE,
 QL0293'THE AVENUE APPEARS TO HAVE BEEN WIDENED AND ALL 1972 REFERENCES ARE
 QL0293'GONE.  A CHAIN LINK FENCE IN NOW IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0545 ***********************************************************************
 QK0545  DESIGNATION -  A 301
 QK0545  PID         -  QK0545
 QK0545  STATE/COUNTY-  MI/CHEBOYGAN
 QK0545  USGS QUAD   -  
 QK0545
 QK0545                         *CURRENT SURVEY CONTROL
 QK0545  ___________________________________________________________________
 QK0545* NAD 83(1986)-  45 38 48.     (N)    084 28 35.     (W)     SCALED    
 QK0545* NAVD 88     -       179.887  (meters)     590.18   (feet)  ADJUSTED  
 QK0545  ___________________________________________________________________
 QK0545  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 QK0545  DYNAMIC HT  -         179.885 (meters)     590.17  (feet)  COMP
 QK0545  MODELED GRAV-     980,599.9   (mgal)                       NAVD 88
 QK0545
 QK0545  VERT ORDER  -  FIRST     CLASS II
 QK0545
 QK0545.The horizontal coordinates were scaled from a topographic map and have
 QK0545.an estimated accuracy of +/- 6 seconds.
 QK0545
 QK0545.The orthometric height was determined by differential leveling
 QK0545.and adjusted by the National Geodetic Survey in June 1991..
 QK0545
 QK0545.The geoid height was determined by GEOID03.
 QK0545
 QK0545.The dynamic height is computed by dividing the NAVD 88
 QK0545.geopotential number by the normal gravity value computed on the
 QK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0545.degrees latitude (g = 980.6199 gals.).
 QK0545
 QK0545.The modeled gravity was interpolated from observed gravity values.
 QK0545
 QK0545;                    North         East    Units  Estimated Accuracy
 QK0545;SPC MI C     -   258,920.    5,991,450.      MT  (+/- 180 meters Scaled)
 QK0545
 QK0545                          SUPERSEDED SURVEY CONTROL
 QK0545
 QK0545.No superseded survey control is available for this station.
 QK0545
 QK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR966578(NAD 83)
 QK0545_MARKER: I = METAL ROD
 QK0545_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0545_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0545_STAMPING: A 301 1983
 QK0545_MARK LOGO: NGS   
 QK0545_PROJECTION: RECESSED 4 CENTIMETERS
 QK0545_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0545_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0545+STABILITY: POSITION/ELEVATION WELL
 QK0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0545+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0545_ROD/PIPE-DEPTH: 18.3 meters
 QK0545_SLEEVE-DEPTH  : 6.09 meters
 QK0545
 QK0545  HISTORY     - Date     Condition        Report By
 QK0545  HISTORY     - 1983     MONUMENTED       NGS
 QK0545  HISTORY     - 19960314 GOOD             NGS
 QK0545  HISTORY     - 20041004 GOOD             USPSQD
 QK0545
 QK0545                          STATION DESCRIPTION
 QK0545
 QK0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0545'IN CHEBOYGAN.
 QK0545'IN CHEBOYGAN, IN THE LAWN AT THE SOUTHEAST CORNER OF THE CITY HALL
 QK0545'BUILDING, LOCATED AT THE JUNCTION OF HURON AND BACUS STREETS,
 QK0545'14.93 METERS (49.0 FT) NORTH OF THE CENTER OF BACUS STREET,
 QK0545'8.07 METERS (26.5 FT) WEST OF THE WEST CURB OF HURON STREET,
 QK0545'8.38 METERS (27.5 FT) NORTHWEST OF A FIRE HYDRANT, 1.76 METERS
 QK0545'(5.8 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, AND
 QK0545'1.64 METERS (5.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A
 QK0545'CONCRETE FOUNDATION FOR THE FLAGPOLE.
 QK0545'THE MARK IS 0.30 M ABOVE STREETS.
 QK0545
 QK0545                          STATION RECOVERY (1996)
 QK0545
 QK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0545'IN CHEBOYGAN, AT THE INTERSECTION OF HURON AND BACKUS STREETS, 14.9 M
 QK0545'(48.9 FT) NORTHEAST OF THE CENTER OF BACKUS STREET, 13.8 M (45.3 FT)
 QK0545'NORTHWEST OF THE CENTER OF HURON STREET, 8.4 M (27.6 FT) NORTHWEST OF
 QK0545'A FIRE HYDRANT, 1.8 M (5.9 FT) SOUTH OF THE SOUTH CORNER OF THE CITY
 QK0545'HALL AND OPERA HOUSE, 1.6 M (5.2 FT) NORTH OF THE NORTH CORNER OF A
 QK0545'FLAG POLE FOOTING, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 QK0545'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 QK0545
 QK0545                          STATION RECOVERY (2004)
 QK0545
 QK0545'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0505 ***********************************************************************
 QK0505  DESIGNATION -  A 302
 QK0505  PID         -  QK0505
 QK0505  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0505  USGS QUAD   -  ONAWAY (1986)
 QK0505
 QK0505                         *CURRENT SURVEY CONTROL
 QK0505  ___________________________________________________________________
 QK0505* NAD 83(1986)-  45 32 12.     (N)    084 07 42.     (W)     SCALED    
 QK0505* NAVD 88     -       181.364  (meters)     595.03   (feet)  ADJUSTED  
 QK0505  ___________________________________________________________________
 QK0505  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0505  DYNAMIC HT  -         181.359 (meters)     595.01  (feet)  COMP
 QK0505  MODELED GRAV-     980,585.1   (mgal)                       NAVD 88
 QK0505  OBS GRAVITY -     980,583.8   (mgal)                       GRAV_OBS
 QK0505
 QK0505  VERT ORDER  -  FIRST     CLASS II
 QK0505
 QK0505.The horizontal coordinates were scaled from a topographic map and have
 QK0505.an estimated accuracy of +/- 6 seconds.
 QK0505
 QK0505.The orthometric height was determined by differential leveling
 QK0505.and adjusted by the National Geodetic Survey in June 1991..
 QK0505
 QK0505.The geoid height was determined by GEOID03.
 QK0505
 QK0505.The dynamic height is computed by dividing the NAVD 88
 QK0505.geopotential number by the normal gravity value computed on the
 QK0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0505.degrees latitude (g = 980.6199 gals.).
 QK0505
 QK0505.The modeled gravity was interpolated from observed gravity values.
 QK0505.The observed gravity was obtained from relative gravimeter ties
 QK0505.to the IGSN71 gravity network.
 QK0505
 QK0505;                    North         East    Units  Estimated Accuracy
 QK0505;SPC MI C     -   246,720.    6,018,620.      MT  (+/- 180 meters Scaled)
 QK0505
 QK0505                          SUPERSEDED SURVEY CONTROL
 QK0505
 QK0505.No superseded survey control is available for this station.
 QK0505
 QK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR242465(NAD 83)
 QK0505_MARKER: DB = BENCH MARK DISK
 QK0505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0505_SP_SET: BRIDGE ABUTMENT
 QK0505_STAMPING: A 302 1983
 QK0505_MARK LOGO: NGS   
 QK0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0505+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 QK0505
 QK0505  HISTORY     - Date     Condition        Report By
 QK0505  HISTORY     - 1983     MONUMENTED       NGS
 QK0505  HISTORY     - 20040813 GOOD             USPSQD
 QK0505
 QK0505                          STATION DESCRIPTION
 QK0505
 QK0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0505'31.2 KM (19.4 MI) NW FROM ROGERS CITY.
 QK0505'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0505'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 29.4 KM (18.3 MI)
 QK0505'NORTHWEST ALONG HIGHWAY 23 AT A CONCRETE BRIDGE OVER THE BLACK MALLARD
 QK0505'RIVER, A DISK SET IN TOP OF THE WEST END OF THE NORTH ABUTMENT, 7.0 KM
 QK0505'(4.35 MI) SOUTH-SOUTHEAST ALONG HIGHWAY 23 FROM THE ENTERANCE TO THE
 QK0505'HAMMOND BAY REFUGE HARBOR, 7.5 KM (4.65 MI) NORHT-NORTHWEST ALONG
 QK0505'HIGHWAY 23 FROM THE OCQUEOC RIVER BRIDGE, 8.99 METERS (29.5 FT) WEST
 QK0505'OF THE CENTERLINE OF HIGHWAY 23, 5.33 METERS (17.5 FT) SOUTH OF THE
 QK0505'NORTH END OF THE NORTHWEST WINGWALL, AND 0.21 METER (0.7 FT) EAST OF
 QK0505'THE WEST END OF THE NORTH ABUTMENT.
 QK0505'THE MARK IS 0.82 M BELOW HIGHWAY 23.
 QK0505
 QK0505                          STATION RECOVERY (2004)
 QK0505
 QK0505'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0691 ***********************************************************************
 OJ0691  DESIGNATION -  A 303
 OJ0691  PID         -  OJ0691
 OJ0691  STATE/COUNTY-  MI/BAY
 OJ0691  USGS QUAD   -  PINCONNING (1973)
 OJ0691
 OJ0691                         *CURRENT SURVEY CONTROL
 OJ0691  ___________________________________________________________________
 OJ0691* NAD 83(1986)-  43 47 47.     (N)    083 57 59.     (W)     SCALED    
 OJ0691* NAVD 88     -       183.675  (meters)     602.61   (feet)  ADJUSTED  
 OJ0691  ___________________________________________________________________
 OJ0691  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0691  DYNAMIC HT  -         183.641 (meters)     602.50  (feet)  COMP
 OJ0691  MODELED GRAV-     980,433.5   (mgal)                       NAVD 88
 OJ0691
 OJ0691  VERT ORDER  -  FIRST     CLASS II
 OJ0691
 OJ0691.The horizontal coordinates were scaled from a topographic map and have
 OJ0691.an estimated accuracy of +/- 6 seconds.
 OJ0691
 OJ0691.The orthometric height was determined by differential leveling
 OJ0691.and adjusted by the National Geodetic Survey in June 1991..
 OJ0691
 OJ0691.The geoid height was determined by GEOID03.
 OJ0691
 OJ0691.The dynamic height is computed by dividing the NAVD 88
 OJ0691.geopotential number by the normal gravity value computed on the
 OJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0691.degrees latitude (g = 980.6199 gals.).
 OJ0691
 OJ0691.The modeled gravity was interpolated from observed gravity values.
 OJ0691
 OJ0691;                    North         East    Units  Estimated Accuracy
 OJ0691;SPC MI S     -   255,170.    4,032,220.      MT  (+/- 180 meters Scaled)
 OJ0691
 OJ0691                          SUPERSEDED SURVEY CONTROL
 OJ0691
 OJ0691.No superseded survey control is available for this station.
 OJ0691
 OJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ613535(NAD 83)
 OJ0691_MARKER: I = METAL ROD
 OJ0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0691_SP_SET: STAINLESS STEEL ROD
 OJ0691_STAMPING: A 303 1983
 OJ0691_MARK LOGO: NGS   
 OJ0691_PROJECTION: FLUSH
 OJ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0691_ROD/PIPE-DEPTH: 6.09 meters
 OJ0691
 OJ0691  HISTORY     - Date     Condition        Report By
 OJ0691  HISTORY     - 1983     MONUMENTED       NGS
 OJ0691  HISTORY     - 19970824 GOOD             USPSQD
 OJ0691  HISTORY     - 20060128 POOR             USPSQD
 OJ0691
 OJ0691                          STATION DESCRIPTION
 OJ0691
 OJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0691'6.5 KM (4.05 MI) SOUTH FROM PINCONNING.
 OJ0691'6.4 KM (4.0 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0691'PINCONNING ROAD IN PINCONNING, TO THE JUNCTION OF ERICKSON ROAD,
 OJ0691'THENCE 0.1 KM (0.05 MI) EAST TO THE MARK ON THE LEFT, 16.52 METERS
 OJ0691'(54.2 FT) NORTH OF CENTERLINE OF ERICKSON ROAD, 20.26 METERS (66.5 FT)
 OJ0691'WEST-NORTHWEST OF CENTERLINE OF KAISER ROAD, 1.03 METERS (3.4 FT)
 OJ0691'NORTH OF TELEPHONE JUNCTION BOX.
 OJ0691'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 OJ0691'THE MARK IS ABOVE LEVEL WITH ERICKSON ROAD.
 OJ0691
 OJ0691                          STATION RECOVERY (1997)
 OJ0691
 OJ0691'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0691'RECOVERED IN GOOD CONDITION.
 OJ0691
 OJ0691                          STATION RECOVERY (2006)
 OJ0691
 OJ0691'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0691'THE ENTIRE AREA HAS BEEN DISTURBED.  CENTURYTEL HAS BURIED CABLE WIRES
 OJ0691'IN THE AREA AS EVIDENCED BY THE NUMEROUS FLAGS.  ONLY THE BOTTOM STUB
 OJ0691'OF THE WITNESS POST REMAINS.  THE CONCRETE AND THE MARK ITSELF ARE
 OJ0691'TILTED AT ABOUT 45 DEGREES TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0175 ***********************************************************************
 PK0175  DESIGNATION -  A 304
 PK0175  PID         -  PK0175
 PK0175  STATE/COUNTY-  MI/IOSCO
 PK0175  USGS QUAD   -  TAWAS CITY (1989)
 PK0175
 PK0175                         *CURRENT SURVEY CONTROL
 PK0175  ___________________________________________________________________
 PK0175* NAD 83(1986)-  44 15 04.     (N)    083 32 22.     (W)     SCALED    
 PK0175* NAVD 88     -       181.270  (meters)     594.72   (feet)  ADJUSTED  
 PK0175  ___________________________________________________________________
 PK0175  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0175  DYNAMIC HT  -         181.246 (meters)     594.64  (feet)  COMP
 PK0175  MODELED GRAV-     980,481.9   (mgal)                       NAVD 88
 PK0175
 PK0175  VERT ORDER  -  FIRST     CLASS II
 PK0175
 PK0175.The horizontal coordinates were scaled from a topographic map and have
 PK0175.an estimated accuracy of +/- 6 seconds.
 PK0175
 PK0175.The orthometric height was determined by differential leveling
 PK0175.and adjusted by the National Geodetic Survey in June 1991..
 PK0175
 PK0175.The geoid height was determined by GEOID03.
 PK0175
 PK0175.The dynamic height is computed by dividing the NAVD 88
 PK0175.geopotential number by the normal gravity value computed on the
 PK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0175.degrees latitude (g = 980.6199 gals.).
 PK0175
 PK0175.The modeled gravity was interpolated from observed gravity values.
 PK0175
 PK0175;                    North         East    Units  Estimated Accuracy
 PK0175;SPC MI C     -   104,170.    6,066,070.      MT  (+/- 180 meters Scaled)
 PK0175
 PK0175                          SUPERSEDED SURVEY CONTROL
 PK0175
 PK0175.No superseded survey control is available for this station.
 PK0175
 PK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK972029(NAD 83)
 PK0175_MARKER: I = METAL ROD
 PK0175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0175_SP_SET: STAINLESS STEEL ROD
 PK0175_STAMPING: A 304 1983
 PK0175_MARK LOGO: NGS   
 PK0175_PROJECTION: RECESSED 8 CENTIMETERS
 PK0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0175_ROD/PIPE-DEPTH: 11.0 meters
 PK0175
 PK0175  HISTORY     - Date     Condition        Report By
 PK0175  HISTORY     - 1983     MONUMENTED       NGS
 PK0175
 PK0175                          STATION DESCRIPTION
 PK0175
 PK0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0175'2.2 KM (1.35 MI) SOUTH FROM TAWAS CITY.
 PK0175'2.2 KM (1.35 MI) SOUTH ALONG LAKE STREET FROM THE POST OFFICE IN TAWAS
 PK0175'CITY TO THE MARK ON THE LEFT, 32.06 METERS (105.2 FT) SOUTHEAST OF THE
 PK0175'CENTERLINE OF LAKE STREET, 9.29 METERS (30.5 FT) NORTHEAST OF A LARGE
 PK0175'PINE TREE, 9.05 METERS (29.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 PK0175'A ONE LEVEL HOUSE, AND 5.36 METERS (17.6 FT) SOUTHWEST OF THE
 PK0175'SOUTHWEST CORNER OF A LARGE METAL BUILDING (TAWAS BUILDING CENTER).
 PK0175'THE MARK IS 1.61 METERS  S FROM A WITNESS POST.
 PK0175'THE MARK IS ABOVE LEVEL WITH LAKE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0149 ***********************************************************************
 PK0149  DESIGNATION -  A 305
 PK0149  PID         -  PK0149
 PK0149  STATE/COUNTY-  MI/ARENAC
 PK0149  USGS QUAD   -  OMER (1968)
 PK0149
 PK0149                         *CURRENT SURVEY CONTROL
 PK0149  ___________________________________________________________________
 PK0149* NAD 83(1986)-  44 04 51.     (N)    083 48 22.     (W)     SCALED    
 PK0149* NAVD 88     -       188.185  (meters)     617.40   (feet)  ADJUSTED  
 PK0149  ___________________________________________________________________
 PK0149  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0149  DYNAMIC HT  -         188.154 (meters)     617.30  (feet)  COMP
 PK0149  MODELED GRAV-     980,454.3   (mgal)                       NAVD 88
 PK0149
 PK0149  VERT ORDER  -  FIRST     CLASS II
 PK0149
 PK0149.The horizontal coordinates were scaled from a topographic map and have
 PK0149.an estimated accuracy of +/- 6 seconds.
 PK0149
 PK0149.The orthometric height was determined by differential leveling
 PK0149.and adjusted by the National Geodetic Survey in June 1991..
 PK0149
 PK0149.The geoid height was determined by GEOID03.
 PK0149
 PK0149.The dynamic height is computed by dividing the NAVD 88
 PK0149.geopotential number by the normal gravity value computed on the
 PK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0149.degrees latitude (g = 980.6199 gals.).
 PK0149
 PK0149.The modeled gravity was interpolated from observed gravity values.
 PK0149
 PK0149;                    North         East    Units  Estimated Accuracy
 PK0149;SPC MI C     -    85,070.    6,044,900.      MT  (+/- 180 meters Scaled)
 PK0149
 PK0149                          SUPERSEDED SURVEY CONTROL
 PK0149
 PK0149.No superseded survey control is available for this station.
 PK0149
 PK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753846(NAD 83)
 PK0149_MARKER: I = METAL ROD
 PK0149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0149_SP_SET: STAINLESS STEEL ROD
 PK0149_STAMPING: A 305 1983
 PK0149_MARK LOGO: NGS   
 PK0149_PROJECTION: RECESSED 6 CENTIMETERS
 PK0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0149+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 PK0149_ROD/PIPE-DEPTH: 4.57 meters
 PK0149
 PK0149  HISTORY     - Date     Condition        Report By
 PK0149  HISTORY     - 1983     MONUMENTED       NGS
 PK0149  HISTORY     - 20010811 GOOD             USPSQD
 PK0149  HISTORY     - 20051211 GOOD             USPSQD
 PK0149
 PK0149                          STATION DESCRIPTION
 PK0149
 PK0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0149'7.0 KM (4.35 MI) NE FROM OMER.
 PK0149'3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0149'ARENAC STATE ROAD IN OMER, THENCE 3.7 KM (2.3 MI) NORTH ALONG STATE
 PK0149'HIGHWAY 65 TO THE MARK ON THE RIGHT, 25.42 METERS (83.4 FT) EAST OF
 PK0149'THE CENTERLINE OF STATE HIGHWAY 65, 19.81 METERS (65.0 FT) WEST OF THE
 PK0149'NORTHWEST CORNER OF A TWO STORY HOUSE, AND 9.20 METERS (30.2 FT) NORTH
 PK0149'OF THE NORTHERNMOST TREE OF A ROW OF THREE.
 PK0149'THE MARK IS 1.37 METERS  W FROM A WITNESS POST.
 PK0149'THE MARK IS 0.91 M BELOW HIGHWAY.
 PK0149
 PK0149                          STATION RECOVERY (2001)
 PK0149
 PK0149'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PK0149'BENCH MARK IS IN FRONT OF HOUSE AT 1168 M-65.
 PK0149
 PK0149                          STATION RECOVERY (2005)
 PK0149
 PK0149'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0500 ***********************************************************************
 QK0500  DESIGNATION -  A 306
 QK0500  PID         -  QK0500
 QK0500  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0500  USGS QUAD   -  OCQUEOC (1986)
 QK0500
 QK0500                         *CURRENT SURVEY CONTROL
 QK0500  ___________________________________________________________________
 QK0500* NAD 83(1986)-  45 29 32.     (N)    084 05 22.     (W)     SCALED    
 QK0500* NAVD 88     -       182.431  (meters)     598.53   (feet)  ADJUSTED  
 QK0500  ___________________________________________________________________
 QK0500  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0500  DYNAMIC HT  -         182.424 (meters)     598.50  (feet)  COMP
 QK0500  MODELED GRAV-     980,576.3   (mgal)                       NAVD 88
 QK0500
 QK0500  VERT ORDER  -  FIRST     CLASS II
 QK0500
 QK0500.The horizontal coordinates were scaled from a topographic map and have
 QK0500.an estimated accuracy of +/- 6 seconds.
 QK0500
 QK0500.The orthometric height was determined by differential leveling
 QK0500.and adjusted by the National Geodetic Survey in June 1991..
 QK0500
 QK0500.The geoid height was determined by GEOID03.
 QK0500
 QK0500.The dynamic height is computed by dividing the NAVD 88
 QK0500.geopotential number by the normal gravity value computed on the
 QK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0500.degrees latitude (g = 980.6199 gals.).
 QK0500
 QK0500.The modeled gravity was interpolated from observed gravity values.
 QK0500
 QK0500;                    North         East    Units  Estimated Accuracy
 QK0500;SPC MI C     -   241,790.    6,021,670.      MT  (+/- 180 meters Scaled)
 QK0500
 QK0500                          SUPERSEDED SURVEY CONTROL
 QK0500
 QK0500.No superseded survey control is available for this station.
 QK0500
 QK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR274417(NAD 83)
 QK0500_MARKER: I = METAL ROD
 QK0500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0500_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0500_STAMPING: A 306 1983
 QK0500_MARK LOGO: NGS   
 QK0500_PROJECTION: RECESSED 4 CENTIMETERS
 QK0500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0500+STABILITY: POSITION/ELEVATION WELL
 QK0500_ROD/PIPE-DEPTH: 37.8 meters
 QK0500_SLEEVE-DEPTH  : 6.09 meters
 QK0500
 QK0500  HISTORY     - Date     Condition        Report By
 QK0500  HISTORY     - 1983     MONUMENTED       NGS
 QK0500  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QK0500
 QK0500                          STATION DESCRIPTION
 QK0500
 QK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0500'24.9 KM (15.5 MI) NW FROM ROGERS CITY.
 QK0500'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0500'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.2 KM (14.40 MI)
 QK0500'NORTHWEST ALONG HIGHWAY 23, SET IN THE LAWN ON THE WEST SIDE OF THE
 QK0500'HURON BEACH AREA FIRE DEPARTMENT METAL BUILDING, 43.89 METERS
 QK0500'(144.0 FT) SOUTH-SOUTHWEST OF THE CENTELINE OF THE HIGHWAY,
 QK0500'29.19 METERS (95.8 FT) SOUTH-SOUTHWEST OF A TELEPHONE JUNCTION BOX,
 QK0500'27.12 METERS (89.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A PINK
 QK0500'BRICK HOUSE HOME OF COLLIN STONE, 6.40 METERS (21.0 FT) SOUTHWEST OF
 QK0500'THE NORTHWEST CORNER OF THE FIRE BUILDING, 2.07 METERS (6.8 FT)
 QK0500'WEST-NORTHWEST OF THE WEST FACE OF BUILDING, AND 20.72 METERS
 QK0500'(68.0 FT) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 QK0500'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QK0500
 QK0500                          STATION RECOVERY (2003)
 QK0500
 QK0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0500'THE FIREHOUSE BUILDING IS NOW ABANDONED AS THE A NEW FIREHOUSE HAS
 QK0500'BEEN BUILT 0.2 MILE NORTH OF THE OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0214 ***********************************************************************
 PK0214  DESIGNATION -  A 307
 PK0214  PID         -  PK0214
 PK0214  STATE/COUNTY-  MI/IOSCO
 PK0214  USGS QUAD   -  OSCODA (1989)
 PK0214
 PK0214                         *CURRENT SURVEY CONTROL
 PK0214  ___________________________________________________________________
 PK0214* NAD 83(1986)-  44 29 08.     (N)    083 19 08.     (W)     SCALED    
 PK0214* NAVD 88     -       178.645  (meters)     586.10   (feet)  ADJUSTED  
 PK0214  ___________________________________________________________________
 PK0214  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 PK0214  DYNAMIC HT  -         178.627 (meters)     586.05  (feet)  COMP
 PK0214  MODELED GRAV-     980,514.0   (mgal)                       NAVD 88
 PK0214
 PK0214  VERT ORDER  -  FIRST     CLASS II
 PK0214
 PK0214.The horizontal coordinates were scaled from a topographic map and have
 PK0214.an estimated accuracy of +/- 6 seconds.
 PK0214
 PK0214.The orthometric height was determined by differential leveling
 PK0214.and adjusted by the National Geodetic Survey in June 1991..
 PK0214
 PK0214.The geoid height was determined by GEOID03.
 PK0214
 PK0214.The dynamic height is computed by dividing the NAVD 88
 PK0214.geopotential number by the normal gravity value computed on the
 PK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0214.degrees latitude (g = 980.6199 gals.).
 PK0214
 PK0214.The modeled gravity was interpolated from observed gravity values.
 PK0214
 PK0214;                    North         East    Units  Estimated Accuracy
 PK0214;SPC MI C     -   130,430.    6,083,340.      MT  (+/- 180 meters Scaled)
 PK0214
 PK0214                          SUPERSEDED SURVEY CONTROL
 PK0214
 PK0214.No superseded survey control is available for this station.
 PK0214
 PK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK156284(NAD 83)
 PK0214_MARKER: I = METAL ROD
 PK0214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0214_SP_SET: STAINLESS STEEL ROD
 PK0214_STAMPING: A 307 1983
 PK0214_MARK LOGO: NGS   
 PK0214_PROJECTION: FLUSH
 PK0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0214+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0214_ROD/PIPE-DEPTH: 9.14 meters
 PK0214
 PK0214  HISTORY     - Date     Condition        Report By
 PK0214  HISTORY     - 1983     MONUMENTED       NGS
 PK0214  HISTORY     - 20050731 GOOD             USPSQD
 PK0214
 PK0214                          STATION DESCRIPTION
 PK0214
 PK0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0214'7.5 KM (4.65 MI) NORTH FROM OSCODA.
 PK0214'7.5 KM (4.65 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0214'RIVER ROAD IN OSCODA TO THE JUNCTION OF TREY DRIVE AND THE MARK ON THE
 PK0214'LEFT, 54.77 METERS (179.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0214'22.80 METERS (74.8 FT) EAST OF THE SOUTHEAST CORNER OF A ONE LEVEL
 PK0214'WOOD HOUSE, 22.03 METERS (72.3 FT) NORTHWEST OF THE NORTHWEST CORNER
 PK0214'OF A SMALL ONE LEVEL HOUSE, 6.43 METERS (21.1 FT) NORTH OF THE
 PK0214'APPROXIMATE CENTER OF TREY DRIVE, AND 1.43 METERS (4.7 FT) EAST OF A
 PK0214'POWERLINE POLE.
 PK0214'THE MARK IS 0.73 METERS  E FROM A WITNESS POST.
 PK0214'THE MARK IS ABOVE LEVEL WITH HIGHWAY AND DRIVE.
 PK0214
 PK0214                          STATION RECOVERY (2005)
 PK0214
 PK0214'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0157 ***********************************************************************
 QJ0157  DESIGNATION -  A 308
 QJ0157  PID         -  QJ0157
 QJ0157  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0157  USGS QUAD   -  POSEN (1971)
 QJ0157
 QJ0157                         *CURRENT SURVEY CONTROL
 QJ0157  ___________________________________________________________________
 QJ0157* NAD 83(1986)-  45 20 19.     (N)    083 41 41.     (W)     SCALED    
 QJ0157* NAVD 88     -       209.245  (meters)     686.50   (feet)  ADJUSTED  
 QJ0157  ___________________________________________________________________
 QJ0157  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 QJ0157  DYNAMIC HT  -         209.233 (meters)     686.46  (feet)  COMP
 QJ0157  MODELED GRAV-     980,554.2   (mgal)                       NAVD 88
 QJ0157
 QJ0157  VERT ORDER  -  FIRST     CLASS II
 QJ0157
 QJ0157.The horizontal coordinates were scaled from a topographic map and have
 QJ0157.an estimated accuracy of +/- 6 seconds.
 QJ0157
 QJ0157.The orthometric height was determined by differential leveling
 QJ0157.and adjusted by the National Geodetic Survey in June 1991..
 QJ0157
 QJ0157.The geoid height was determined by GEOID03.
 QJ0157
 QJ0157.The dynamic height is computed by dividing the NAVD 88
 QJ0157.geopotential number by the normal gravity value computed on the
 QJ0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0157.degrees latitude (g = 980.6199 gals.).
 QJ0157
 QJ0157.The modeled gravity was interpolated from observed gravity values.
 QJ0157
 QJ0157;                    North         East    Units  Estimated Accuracy
 QJ0157;SPC MI C     -   224,900.    6,052,660.      MT  (+/- 180 meters Scaled)
 QJ0157
 QJ0157                          SUPERSEDED SURVEY CONTROL
 QJ0157
 QJ0157.No superseded survey control is available for this station.
 QJ0157
 QJ0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL888241(NAD 83)
 QJ0157_MARKER: DB = BENCH MARK DISK
 QJ0157_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0157_SP_SET: ROCK OUTCROP
 QJ0157_STAMPING: A 308 1983
 QJ0157_MARK LOGO: NGS   
 QJ0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0157
 QJ0157  HISTORY     - Date     Condition        Report By
 QJ0157  HISTORY     - 1983     MONUMENTED       NGS
 QJ0157  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QJ0157
 QJ0157                          STATION DESCRIPTION
 QJ0157
 QJ0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0157'14.8 KM (9.2 MI) SE FROM ROGERS CITY.
 QJ0157'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0157'FROM THE POST OFFICE IN ROGERS CITY, THENCE 9.9 KM (6.15 MI) SOUTHEAST
 QJ0157'ALONG U.S. HIGHWAY 23 AT A POINT ABOUT 0.4 KM (0.25 MI) SOUTH OF THE
 QJ0157'JUNCTION OF STATE HIGHWAY 65, IS ABOUT 0.1 KM (0.05 MI) WEST OF A
 QJ0157'PRIVATE DRIVE LEADING SOUTH, A DISK CEMENTED IN TOP OF A ROCK SHELF
 QJ0157'ABOUT 0.3 METER (1.0 FT) BELOW THE HIGHWAY, ABOUT 0.3 METER (1.0 FT)
 QJ0157'ABOVE THE BOTTOM OF THE ROADSIDE DITCH, 9.14 METERS (30.0 FT)
 QJ0157'SOUTH-SOUTHWEST OF THE CENTERLINE OF HIGHWAY 23, 95.70 METERS
 QJ0157'(314.0 FT) WEST-SOUTHWEST OF HIGHWAY JUNCTION METERS 65 ROAD SIGN,
 QJ0157'81.38 METERS (267.0 FT) EAST-NORTHEAST OF THE CENTER OF THE PRIVATE
 QJ0157'DRIVE LEADING SOUTH, 11.27 METERS (37.0 FT) WEST-SOUTHWEST AND ACROSS
 QJ0157'THE HIGHWAY FROM THE WEST END OF A METAL GUARDRAIL, 1.06 METERS
 QJ0157'(3.5 FT) NORTH-NORTHEAST OF A 0.9-METER (3.0-FT) HIGH ROCK BANK, AND
 QJ0157'1.21 METERS (4.0 FT) SOUTHWEST OF A WITNESS POST.
 QJ0157'THE MARK IS 0.70 METERS  SE FROM A WITNESS POST.
 QJ0157'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QJ0157
 QJ0157                          STATION RECOVERY (2003)
 QJ0157
 QJ0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0245 ***********************************************************************
 PK0245  DESIGNATION -  A 309
 PK0245  PID         -  PK0245
 PK0245  STATE/COUNTY-  MI/ALCONA
 PK0245  USGS QUAD   -  BLACK RIVER (1971)
 PK0245
 PK0245                         *CURRENT SURVEY CONTROL
 PK0245  ___________________________________________________________________
 PK0245* NAD 83(1986)-  44 47 40.     (N)    083 20 12.     (W)     SCALED    
 PK0245* NAVD 88     -       201.197  (meters)     660.09   (feet)  ADJUSTED  
 PK0245  ___________________________________________________________________
 PK0245  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 PK0245  DYNAMIC HT  -         201.179 (meters)     660.03  (feet)  COMP
 PK0245  MODELED GRAV-     980,523.6   (mgal)                       NAVD 88
 PK0245
 PK0245  VERT ORDER  -  FIRST     CLASS II
 PK0245
 PK0245.The horizontal coordinates were scaled from a topographic map and have
 PK0245.an estimated accuracy of +/- 6 seconds.
 PK0245
 PK0245.The orthometric height was determined by differential leveling
 PK0245.and adjusted by the National Geodetic Survey in June 1991..
 PK0245
 PK0245.The geoid height was determined by GEOID03.
 PK0245
 PK0245.The dynamic height is computed by dividing the NAVD 88
 PK0245.geopotential number by the normal gravity value computed on the
 PK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0245.degrees latitude (g = 980.6199 gals.).
 PK0245
 PK0245.The modeled gravity was interpolated from observed gravity values.
 PK0245
 PK0245;                    North         East    Units  Estimated Accuracy
 PK0245;SPC MI C     -   164,730.    6,081,490.      MT  (+/- 180 meters Scaled)
 PK0245
 PK0245                          SUPERSEDED SURVEY CONTROL
 PK0245
 PK0245.No superseded survey control is available for this station.
 PK0245
 PK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK151627(NAD 83)
 PK0245_MARKER: I = METAL ROD
 PK0245_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0245_SP_SET: STAINLESS STEEL ROD
 PK0245_STAMPING: A 309 1983
 PK0245_MARK LOGO: NGS   
 PK0245_PROJECTION: FLUSH
 PK0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0245+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0245_ROD/PIPE-DEPTH: 6.09 meters
 PK0245
 PK0245  HISTORY     - Date     Condition        Report By
 PK0245  HISTORY     - 1983     MONUMENTED       NGS
 PK0245  HISTORY     - 19960511 GOOD             USPSQD
 PK0245  HISTORY     - 20050829 GOOD             USPSQD
 PK0245
 PK0245                          STATION DESCRIPTION
 PK0245
 PK0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0245'16.2 KM (10.05 MI) NORT FROM HARRISVILLE.
 PK0245'16.2 KM (10.05 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0245'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE LEFT,
 PK0245'24.99 METERS (82.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0245'24.74 METERS (81.2 FT) EAST OF A LIGHT POLE, 18.59 METERS (61.0 FT)
 PK0245'NORTH OF THE APPROXIMATE CENTER OF A DRIVE TO A HOUSE, 10.76 METERS
 PK0245'(35.3 FT) SOUTH OF THE SOUTHEAST CORNER OF A ONE LEVEL HOUSE,
 PK0245'2.71 METERS (8.9 FT) EAST OF THE GUY WIRE ANCHOR FOR A POWERLINE POLE,
 PK0245'AND 1.40 METERS (4.6 FT) WEST OF A POWERLINE POLE.
 PK0245'THE MARK IS 1.34 METERS  W FROM A WITNESS POST.
 PK0245'THE MARK IS 1.23 M ABOVE HIGHWAY.
 PK0245
 PK0245                          STATION RECOVERY (1996)
 PK0245
 PK0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0245'RECOVERED IN GOOD CONDITION.
 PK0245
 PK0245                          STATION RECOVERY (2005)
 PK0245
 PK0245'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0132 ***********************************************************************
 QL0132  DESIGNATION -  A 31
 QL0132  PID         -  QL0132
 QL0132  STATE/COUNTY-  MI/DELTA
 QL0132  USGS QUAD   -  FORD RIVER (1985)
 QL0132
 QL0132                         *CURRENT SURVEY CONTROL
 QL0132  ___________________________________________________________________
 QL0132* NAD 83(1986)-  45 44 29.     (N)    087 09 30.     (W)     SCALED    
 QL0132* NAVD 88     -       208.154  (meters)     682.92   (feet)  ADJUSTED  
 QL0132  ___________________________________________________________________
 QL0132  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 QL0132  DYNAMIC HT  -         208.154 (meters)     682.92  (feet)  COMP
 QL0132  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 QL0132
 QL0132  VERT ORDER  -  FIRST     CLASS II
 QL0132
 QL0132.The horizontal coordinates were scaled from a topographic map and have
 QL0132.an estimated accuracy of +/- 6 seconds.
 QL0132
 QL0132.The orthometric height was determined by differential leveling
 QL0132.and adjusted by the National Geodetic Survey in June 1991..
 QL0132
 QL0132.The geoid height was determined by GEOID03.
 QL0132
 QL0132.The dynamic height is computed by dividing the NAVD 88
 QL0132.geopotential number by the normal gravity value computed on the
 QL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0132.degrees latitude (g = 980.6199 gals.).
 QL0132
 QL0132.The modeled gravity was interpolated from observed gravity values.
 QL0132
 QL0132;                    North         East    Units  Estimated Accuracy
 QL0132;SPC MI N     -   106,500.    7,987,680.      MT  (+/- 180 meters Scaled)
 QL0132
 QL0132                          SUPERSEDED SURVEY CONTROL
 QL0132
 QL0132  NGVD 29 (??/??/92)  208.174  (m)          682.98   (f) ADJ UNCH    1 2
 QL0132
 QL0132.Superseded values are not recommended for survey control.
 QL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0132.See file dsdata.txt to determine how the superseded data were derived.
 QL0132
 QL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR876653(NAD 83)
 QL0132_MARKER: DB = BENCH MARK DISK
 QL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0132_STAMPING: 682.984 A 31 1930
 QL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0132+STABILITY: SURFACE MOTION
 QL0132
 QL0132  HISTORY     - Date     Condition        Report By
 QL0132  HISTORY     - 1930     MONUMENTED       CGS
 QL0132  HISTORY     - 1934     GOOD             NGS
 QL0132  HISTORY     - 1982     GOOD             MIDH
 QL0132  HISTORY     - 19960808 GOOD             USPSQD
 QL0132  HISTORY     - 20021122 GOOD             USPSQD
 QL0132  HISTORY     - 20051117 GOOD             USPSQD
 QL0132
 QL0132                          STATION DESCRIPTION
 QL0132
 QL0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QL0132'4.2 MI W FROM ESCANABA.
 QL0132'4.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0132'ESCANABA, DELTA COUNTY, 0.5 MILE EAST OF THE BOX-CAR STATION
 QL0132'AT PINE RIDGE, AT A PRIVATE-ROAD CROSSING KNOWN AS THE KROMER
 QL0132'CROSSING, 23.1 FEET EAST OF THE ROAD, AND 25.6 FEET NORTH OF
 QL0132'THE NORTH RAIL.  A STANDARD DISK, STAMPED 682.984 A 31 1930
 QL0132'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QL0132'GROUND.
 QL0132
 QL0132                          STATION RECOVERY (1982)
 QL0132
 QL0132'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 QL0132'3.8 MILES WEST ALONG US-2 AND US-41 FROM THE JUNCTION OF M-35 IN
 QL0132'ESCANABA, DELTA COUNTY, AT SAVAGE AUTO REPAIR SHOP, 202 FEET NORTH OF
 QL0132'THE CENTERLINE OF US-2 AND US-41, 82 FEET NORTHWEST OF THE NORTHEAST
 QL0132'CORNER OF A METAL BUILDING USED TO STORE TRACTOR TRAILERS, 25.2 FEET
 QL0132'NORTH OF THE NORTH RAIL OF THE RAILROAD TRACKS, 24.6 FEET SOUTH OF A
 QL0132'TELEPHONE POLE, 1.1 FEET WEST OF A METAL WITNESS POST, AND PROJECTING
 QL0132'ABOUT 1 INCH ABOVE THE GROUND.
 QL0132
 QL0132                          STATION RECOVERY (1996)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0132'RECOVERED IN GOOD CONDITION.
 QL0132
 QL0132                          STATION RECOVERY (2002)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0132'RECOVERED IN GOOD CONDITION.
 QL0132
 QL0132                          STATION RECOVERY (2005)
 QL0132
 QL0132'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0132'LARGE BUILDING IN DESCRIPTION HAS BURNED DOWN.  CEMENT SLAB REMAINS.
 QL0132'WALK NORTH BETWEEN SLAB AND SMALL BUILDING AND CROSS RR TRACKS.
 QL0132'PROCEED ONTO EMBANKMENT TO MARK.  WITNESS POST IS PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0092 ***********************************************************************
 QJ0092  DESIGNATION -  A 310
 QJ0092  PID         -  QJ0092
 QJ0092  STATE/COUNTY-  MI/ALPENA
 QJ0092  USGS QUAD   -  ALPENA (1971)
 QJ0092
 QJ0092                         *CURRENT SURVEY CONTROL
 QJ0092  ___________________________________________________________________
 QJ0092* NAD 83(1986)-  45 01 45.     (N)    083 27 52.     (W)     SCALED    
 QJ0092* NAVD 88     -       181.636  (meters)     595.92   (feet)  ADJUSTED  
 QJ0092  ___________________________________________________________________
 QJ0092  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QJ0092  DYNAMIC HT  -         181.622 (meters)     595.87  (feet)  COMP
 QJ0092  MODELED GRAV-     980,541.8   (mgal)                       NAVD 88
 QJ0092  OBS GRAVITY -     980,544.0   (mgal)                       GRAV_OBS
 QJ0092
 QJ0092  VERT ORDER  -  FIRST     CLASS II
 QJ0092
 QJ0092.The horizontal coordinates were scaled from a topographic map and have
 QJ0092.an estimated accuracy of +/- 6 seconds.
 QJ0092
 QJ0092.The orthometric height was determined by differential leveling
 QJ0092.and adjusted by the National Geodetic Survey in June 1991..
 QJ0092
 QJ0092.The geoid height was determined by GEOID03.
 QJ0092
 QJ0092.The dynamic height is computed by dividing the NAVD 88
 QJ0092.geopotential number by the normal gravity value computed on the
 QJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0092.degrees latitude (g = 980.6199 gals.).
 QJ0092
 QJ0092.The modeled gravity was interpolated from observed gravity values.
 QJ0092.The observed gravity was obtained from relative gravimeter ties
 QJ0092.to the IGSN71 gravity network.
 QJ0092
 QJ0092;                    North         East    Units  Estimated Accuracy
 QJ0092;SPC MI C     -   190,690.    6,071,090.      MT  (+/- 180 meters Scaled)
 QJ0092
 QJ0092                          SUPERSEDED SURVEY CONTROL
 QJ0092
 QJ0092.No superseded survey control is available for this station.
 QJ0092
 QJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK058891(NAD 83)
 QJ0092_MARKER: I = METAL ROD
 QJ0092_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0092_SP_SET: STAINLESS STEEL ROD
 QJ0092_STAMPING: A 310 1983
 QJ0092_MARK LOGO: NGS   
 QJ0092_PROJECTION: FLUSH
 QJ0092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0092_ROD/PIPE-DEPTH: 8.53 meters
 QJ0092
 QJ0092  HISTORY     - Date     Condition        Report By
 QJ0092  HISTORY     - 1983     MONUMENTED       NGS
 QJ0092  HISTORY     - 19990515 GOOD             USPSQD
 QJ0092
 QJ0092                          STATION DESCRIPTION
 QJ0092
 QJ0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0092'5.9 KM (3.65 MI) SOUTH FROM ALPENA.
 QJ0092'5.9 KM (3.65 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0092'ALPENA TO THE JUNCTION OF PINE ROAD AND THE MARK ON THE RIGHT,
 QJ0092'28.71 METERS (94.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0092'16.31 METERS (53.5 FT) WEST-SOUTHWEST OF THE CENTER METAL CULVERT
 QJ0092'UNDER PINE ROAD, 10.36 METERS (34.0 FT) EAST OF THE NORTHEAST CORNER
 QJ0092'OF A ONE LEVEL WOOD HOUSE, 9.14 METERS (30.0 FT) SOUTH OF THE
 QJ0092'APPROXIMATE CENTER OF PINE ROAD, AND 0.91 METER (3.0 FT) SOUTHWEST OF
 QJ0092'A POWERLINE POLE.
 QJ0092'THE MARK IS 0.91 METERS  SW FROM A WITNESS POST.
 QJ0092'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0092
 QJ0092                          STATION RECOVERY (1999)
 QJ0092
 QJ0092'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0445 ***********************************************************************
 QK0445  DESIGNATION -  A 311
 QK0445  PID         -  QK0445
 QK0445  STATE/COUNTY-  MI/EMMET
 QK0445  USGS QUAD   -  DEADMANS HILL (1986)
 QK0445
 QK0445                         *CURRENT SURVEY CONTROL
 QK0445  ___________________________________________________________________
 QK0445* NAD 83(1986)-  45 22 26.     (N)    084 57 28.     (W)     SCALED    
 QK0445* NAVD 88     -       179.840  (meters)     590.03   (feet)  ADJUSTED  
 QK0445  ___________________________________________________________________
 QK0445  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0445  DYNAMIC HT  -         179.835 (meters)     590.01  (feet)  COMP
 QK0445  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QK0445
 QK0445  VERT ORDER  -  FIRST     CLASS II
 QK0445
 QK0445.The horizontal coordinates were scaled from a topographic map and have
 QK0445.an estimated accuracy of +/- 6 seconds.
 QK0445
 QK0445.The orthometric height was determined by differential leveling
 QK0445.and adjusted by the National Geodetic Survey in June 1991..
 QK0445
 QK0445.The geoid height was determined by GEOID03.
 QK0445
 QK0445.The dynamic height is computed by dividing the NAVD 88
 QK0445.geopotential number by the normal gravity value computed on the
 QK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0445.degrees latitude (g = 980.6199 gals.).
 QK0445
 QK0445.The modeled gravity was interpolated from observed gravity values.
 QK0445
 QK0445;                    North         East    Units  Estimated Accuracy
 QK0445;SPC MI C     -   228,770.    5,953,700.      MT  (+/- 180 meters Scaled)
 QK0445
 QK0445                          SUPERSEDED SURVEY CONTROL
 QK0445
 QK0445.No superseded survey control is available for this station.
 QK0445
 QK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR599265(NAD 83)
 QK0445_MARKER: I = METAL ROD
 QK0445_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0445_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0445_STAMPING: A 311 1984
 QK0445_MARK LOGO: NGS   
 QK0445_PROJECTION: FLUSH
 QK0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0445+STABILITY: POSITION/ELEVATION WELL
 QK0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0445+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2001
 QK0445_ROD/PIPE-DEPTH: 6.1  meters
 QK0445_SLEEVE-DEPTH  : 3.3 meters
 QK0445
 QK0445  HISTORY     - Date     Condition        Report By
 QK0445  HISTORY     - 1984     MONUMENTED       NGS
 QK0445  HISTORY     - 20010124 GOOD             USPSQD
 QK0445  HISTORY     - 20011124 GOOD             USPSQD
 QK0445
 QK0445                          STATION DESCRIPTION
 QK0445
 QK0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0445'IN PETOSKEY.
 QK0445'IN PETOSKEY, ON THE LAKE FRONT AND AT THE OLD RAILROAD DEPOT (NOW A
 QK0445'MUSEUM) AT THE CITY PARK, 3.6 METERS (11.8 FT) SOUTH OF THE SOUTH RAIL
 QK0445'OF THE RAILROAD, 23.1 METERS (75.7 FT) NORTHEAST OF A 30-INCH DIAMETER
 QK0445'MAPLE TREE, 4.8 METERS (16.0 FT) EAST-SOUTHEAST OF A ROUND 24-INCH
 QK0445'DIAMETER MANHOLE COVER AND 1.9 METERS (6.3 FT) NORTHWEST OF THE
 QK0445'NORTHWEST PORCH CORNER OF THE MUSEUM.
 QK0445'THE MARK IS 0.3 M ABOVE SOUTH RAIL OF TRACK.
 QK0445
 QK0445                          STATION RECOVERY (2001)
 QK0445
 QK0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0445'RECOVERED IN GOOD CONDITION.
 QK0445
 QK0445                          STATION RECOVERY (2001)
 QK0445
 QK0445'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0477 ***********************************************************************
 QK0477  DESIGNATION -  A 312
 QK0477  PID         -  QK0477
 QK0477  STATE/COUNTY-  MI/CHARLEVOIX
 QK0477  USGS QUAD   -  
 QK0477
 QK0477                         *CURRENT SURVEY CONTROL
 QK0477  ___________________________________________________________________
 QK0477* NAD 83(1986)-  45 13 48.     (N)    085 21 12.     (W)     SCALED    
 QK0477* NAVD 88     -       228.126  (meters)     748.44   (feet)  ADJUSTED  
 QK0477  ___________________________________________________________________
 QK0477  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 QK0477  DYNAMIC HT  -         228.123 (meters)     748.43  (feet)  COMP
 QK0477  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 QK0477
 QK0477  VERT ORDER  -  FIRST     CLASS II
 QK0477
 QK0477.The horizontal coordinates were scaled from a topographic map and have
 QK0477.an estimated accuracy of +/- 6 seconds.
 QK0477
 QK0477.The orthometric height was determined by differential leveling
 QK0477.and adjusted by the National Geodetic Survey in June 1991..
 QK0477
 QK0477.The geoid height was determined by GEOID03.
 QK0477
 QK0477.The dynamic height is computed by dividing the NAVD 88
 QK0477.geopotential number by the normal gravity value computed on the
 QK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0477.degrees latitude (g = 980.6199 gals.).
 QK0477
 QK0477.The modeled gravity was interpolated from observed gravity values.
 QK0477
 QK0477;                    North         East    Units  Estimated Accuracy
 QK0477;SPC MI C     -   213,080.    5,922,520.      MT  (+/- 180 meters Scaled)
 QK0477
 QK0477                          SUPERSEDED SURVEY CONTROL
 QK0477
 QK0477.No superseded survey control is available for this station.
 QK0477
 QK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR292098(NAD 83)
 QK0477_MARKER: I = METAL ROD
 QK0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0477_SP_SET: STAINLESS STEEL ROD
 QK0477_STAMPING: A 312 1984
 QK0477_MARK LOGO: NGS   
 QK0477_PROJECTION: FLUSH
 QK0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0477+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2001
 QK0477_ROD/PIPE-DEPTH: 6.0  meters
 QK0477
 QK0477  HISTORY     - Date     Condition        Report By
 QK0477  HISTORY     - 1984     MONUMENTED       NGS
 QK0477  HISTORY     - 20010524 GOOD             INDIV
 QK0477
 QK0477                          STATION DESCRIPTION
 QK0477
 QK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0477'12.8 KM (8.0 MI) SOUTH FROM CHARLEVOIX.
 QK0477'12.8 KM (8.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0477'IN CHARLEVOIX, 0.2 KM (0.1 MI) NORTH ALONG BARNARD ROAD, 26.2 METERS
 QK0477'(86.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 METERS
 QK0477'(3.5 FT) SOUTH OF A 6-INCH BY 6-INCH CONCRETE POST PROJECTING 18
 QK0477'INCHES (USGS BM 79 RC 1951).
 QK0477'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 QK0477'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 QK0477
 QK0477                          STATION RECOVERY (2001)
 QK0477
 QK0477'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0477'STATION IS 0.1 MI NORTH OF BARNARD ROAD NOT ALONG BARNARD ROAD.
 QK0477'STATION IS 2.7 METERS (9 FT) SW OF A SMALL APPLE TREE IN THE EAST EDGE
 QK0477'OF A WOODS LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0366 ***********************************************************************
 PL0366  DESIGNATION -  A 313
 PL0366  PID         -  PL0366
 PL0366  STATE/COUNTY-  MI/ANTRIM
 PL0366  USGS QUAD   -  
 PL0366
 PL0366                         *CURRENT SURVEY CONTROL
 PL0366  ___________________________________________________________________
 PL0366* NAD 83(1986)-  44 53 08.     (N)    085 25 04.     (W)     SCALED    
 PL0366* NAVD 88     -       199.085  (meters)     653.16   (feet)  ADJUSTED  
 PL0366  ___________________________________________________________________
 PL0366  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PL0366  DYNAMIC HT  -         199.076 (meters)     653.14  (feet)  COMP
 PL0366  MODELED GRAV-     980,568.0   (mgal)                       NAVD 88
 PL0366
 PL0366  VERT ORDER  -  FIRST     CLASS II
 PL0366
 PL0366.The horizontal coordinates were scaled from a topographic map and have
 PL0366.an estimated accuracy of +/- 6 seconds.
 PL0366
 PL0366.The orthometric height was determined by differential leveling
 PL0366.and adjusted by the National Geodetic Survey in June 1991..
 PL0366
 PL0366.The geoid height was determined by GEOID03.
 PL0366
 PL0366.The dynamic height is computed by dividing the NAVD 88
 PL0366.geopotential number by the normal gravity value computed on the
 PL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0366.degrees latitude (g = 980.6199 gals.).
 PL0366
 PL0366.The modeled gravity was interpolated from observed gravity values.
 PL0366
 PL0366;                    North         East    Units  Estimated Accuracy
 PL0366;SPC MI C     -   174,870.    5,916,970.      MT  (+/- 180 meters Scaled)
 PL0366
 PL0366                          SUPERSEDED SURVEY CONTROL
 PL0366
 PL0366.No superseded survey control is available for this station.
 PL0366
 PL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ249714(NAD 83)
 PL0366_MARKER: I = METAL ROD
 PL0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0366_SP_SET: STAINLESS STEEL ROD
 PL0366_STAMPING: A 313 1984
 PL0366_MARK LOGO: NGS   
 PL0366_PROJECTION: FLUSH
 PL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0366_ROD/PIPE-DEPTH: 6.0  meters
 PL0366
 PL0366  HISTORY     - Date     Condition        Report By
 PL0366  HISTORY     - 1984     MONUMENTED       NGS
 PL0366  HISTORY     - 19950528 GOOD             USPSQD
 PL0366  HISTORY     - 19991109 GOOD             USPSQD
 PL0366  HISTORY     - 20040530 GOOD             USPSQD
 PL0366
 PL0366                          STATION DESCRIPTION
 PL0366
 PL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0366'1.6 KM (1.0 MI) SW FROM ELK RAPIDS.
 PL0366'1.6 KM (1.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0366'RIVER STREET IN ELK RAPIDS, AT LAMOREAUX ROAD LEADING WEST AND A
 PL0366'POWERLINE CROSSING, 23.4 METERS (77.0 FT) NORTHWEST OF THE CENTERLINE
 PL0366'OF THE HIGHWAY, 9.1 METERS (30.0 FT) NORTHEAST OF THE CENTERLINE OF
 PL0366'LAMOREAUX ROAD, AND 0.7 METER (2.5 FT) SOUTHEAST OF A POWERLINE POLE
 PL0366'WITH THREE GUY WIRES ATTACHED.
 PL0366'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 PL0366'THE MARK IS 2.4 M ABOVE CENTERLINE OF HIGHWAY.
 PL0366
 PL0366                          STATION RECOVERY (1995)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 1995
 PL0366'RECOVERED IN GOOD CONDITION.
 PL0366
 PL0366                          STATION RECOVERY (1999)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0366'RECOVERED IN GOOD CONDITION.
 PL0366
 PL0366                          STATION RECOVERY (2004)
 PL0366
 PL0366'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 PL0366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0395 ***********************************************************************
 PL0395  DESIGNATION -  A 314
 PL0395  PID         -  PL0395
 PL0395  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0395  USGS QUAD   -  
 PL0395
 PL0395                         *CURRENT SURVEY CONTROL
 PL0395  ___________________________________________________________________
 PL0395* NAD 83(1986)-  44 42 14.     (N)    085 39 06.     (W)     SCALED    
 PL0395* NAVD 88     -       271.342  (meters)     890.23   (feet)  ADJUSTED  
 PL0395  ___________________________________________________________________
 PL0395  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 PL0395  DYNAMIC HT  -         271.316 (meters)     890.14  (feet)  COMP
 PL0395  MODELED GRAV-     980,514.5   (mgal)                       NAVD 88
 PL0395
 PL0395  VERT ORDER  -  FIRST     CLASS II
 PL0395
 PL0395.The horizontal coordinates were scaled from a topographic map and have
 PL0395.an estimated accuracy of +/- 6 seconds.
 PL0395
 PL0395.The orthometric height was determined by differential leveling
 PL0395.and adjusted by the National Geodetic Survey in June 1991..
 PL0395
 PL0395.The geoid height was determined by GEOID03.
 PL0395
 PL0395.The dynamic height is computed by dividing the NAVD 88
 PL0395.geopotential number by the normal gravity value computed on the
 PL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0395.degrees latitude (g = 980.6199 gals.).
 PL0395
 PL0395.The modeled gravity was interpolated from observed gravity values.
 PL0395
 PL0395;                    North         East    Units  Estimated Accuracy
 PL0395;SPC MI C     -   154,960.    5,898,170.      MT  (+/- 180 meters Scaled)
 PL0395
 PL0395                          SUPERSEDED SURVEY CONTROL
 PL0395
 PL0395.No superseded survey control is available for this station.
 PL0395
 PL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ068509(NAD 83)
 PL0395_MARKER: I = METAL ROD
 PL0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0395_SP_SET: STAINLESS STEEL ROD
 PL0395_STAMPING: A 314 1984
 PL0395_MARK LOGO: NGS   
 PL0395_PROJECTION: FLUSH
 PL0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0395_ROD/PIPE-DEPTH: 23.1 meters
 PL0395
 PL0395  HISTORY     - Date     Condition        Report By
 PL0395  HISTORY     - 1984     MONUMENTED       NGS
 PL0395  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 PL0395
 PL0395                          STATION DESCRIPTION
 PL0395
 PL0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0395'7.7 KM (4.8 MI) SOUTH FROM TRAVERSE CITY.
 PL0395'7.7 KM (4.85 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0395'STATE HIGHWAYS M 22, M 72 AND M 37 IN THE WEST SIDE OF TRAVERSE CITY,
 PL0395'AT A ROADSIDE PARK EAST, IN THE WEST END OF A GRASS ISLAND,
 PL0395'39.0 METERS (128.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0395'24.23 METERS (79.5 FT) EAST-SOUTHEAST OF A SIGN (BLUE STAR MEMORIAL
 PL0395'HIGHWAY), 22.4 METERS (73.5 FT) NORTH OF THE CENTER OF THE BASE OF A
 PL0395'CONCRETE STEP, 13.86 METERS (45.5 FT) NORTH-NORTHEAST OF A HAND WELL
 PL0395'PUMP, AND 1.21 METERS (4.0 FT) EAST OF THE NORTH EDGE OF THE GRASS
 PL0395'ISLAND.
 PL0395'THE MARK IS 0.9 METERS  ESE FROM A WITNESS POST.
 PL0395'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0395
 PL0395                          STATION RECOVERY (1997)
 PL0395
 PL0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0289 ***********************************************************************
 OL0289  DESIGNATION -  A 315
 OL0289  PID         -  OL0289
 OL0289  STATE/COUNTY-  MI/MASON
 OL0289  USGS QUAD   -  CUSTER (1987)
 OL0289
 OL0289                         *CURRENT SURVEY CONTROL
 OL0289  ___________________________________________________________________
 OL0289* NAD 83(1986)-  43 57 16.     (N)    086 14 20.     (W)     SCALED    
 OL0289* NAVD 88     -       211.550  (meters)     694.06   (feet)  ADJUSTED  
 OL0289  ___________________________________________________________________
 OL0289  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OL0289  DYNAMIC HT  -         211.514 (meters)     693.94  (feet)  COMP
 OL0289  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 OL0289
 OL0289  VERT ORDER  -  FIRST     CLASS II
 OL0289
 OL0289.The horizontal coordinates were scaled from a topographic map and have
 OL0289.an estimated accuracy of +/- 6 seconds.
 OL0289
 OL0289.The orthometric height was determined by differential leveling
 OL0289.and adjusted by the National Geodetic Survey in June 1991..
 OL0289
 OL0289.The geoid height was determined by GEOID03.
 OL0289
 OL0289.The dynamic height is computed by dividing the NAVD 88
 OL0289.geopotential number by the normal gravity value computed on the
 OL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0289.degrees latitude (g = 980.6199 gals.).
 OL0289
 OL0289.The modeled gravity was interpolated from observed gravity values.
 OL0289
 OL0289;                    North         East    Units  Estimated Accuracy
 OL0289;SPC MI C     -    72,610.    5,849,730.      MT  (+/- 180 meters Scaled)
 OL0289
 OL0289                          SUPERSEDED SURVEY CONTROL
 OL0289
 OL0289.No superseded survey control is available for this station.
 OL0289
 OL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP610670(NAD 83)
 OL0289_MARKER: I = METAL ROD
 OL0289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0289_SP_SET: STAINLESS STEEL ROD
 OL0289_STAMPING: A 315 1984
 OL0289_MARK LOGO: NGS   
 OL0289_PROJECTION: FLUSH
 OL0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0289+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 OL0289_ROD/PIPE-DEPTH: 17.1 meters
 OL0289
 OL0289  HISTORY     - Date     Condition        Report By
 OL0289  HISTORY     - 1984     MONUMENTED       NGS
 OL0289  HISTORY     - 19961024 GOOD             USPSQD
 OL0289  HISTORY     - 20010815 GOOD             NGS
 OL0289  HISTORY     - 20040424 GOOD             USPSQD
 OL0289
 OL0289                          STATION DESCRIPTION
 OL0289
 OL0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0289'1.5 KM (0.95 MI) WEST FROM CUSTER.
 OL0289'1.5 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0289'CUSTER, AT THE INTERSECTION OF TUTTLE ROAD, ALSO 0.3 KM (0.25 MI)
 OL0289'NORTH ALONG MAIN STREET FROM THE POST OFFICE IN SCOTTVILLE, THENCE
 OL0289'3.2 KM (2.0 MI) EAST ALONG U.S. HIGHWAY 10, 25.29 METERS (83.0 FT)
 OL0289'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.46 METERS (24.5 FT) EAST OF
 OL0289'THE CENTER OF A GRAVEL ROAD LEADING SOUTH, 0.85 METERS (2.8 FT) SOUTH
 OL0289'OF A POWERLINE POLE WITH THREE GUYWIRE CABLES, 4.41 METERS (14.5 FT)
 OL0289'NORTH OF THE NORTH ONE OF TWO GUY WIRE ANCHORS, 4.87 METERS (16.0 FT)
 OL0289'WEST OF A GUY WIRE ANCHOR AND 1.52 METERS (5.0 FT) SOUTH-SOUTHEAST OF
 OL0289'A TELEPHONE JUNCTION BOX.  NOTE, DRIVING RATE MET, ROD ANCHORED.
 OL0289'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 OL0289'THE MARK IS 0.40 M BELOW HIGHWAY.
 OL0289
 OL0289                          STATION RECOVERY (1996)
 OL0289
 OL0289'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0289'RECOVERED IN GOOD CONDITION.
 OL0289
 OL0289                          STATION RECOVERY (2001)
 OL0289
 OL0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0289
 OL0289                          STATION RECOVERY (2004)
 OL0289
 OL0289'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0296 ***********************************************************************
 OL0296  DESIGNATION -  A 316
 OL0296  PID         -  OL0296
 OL0296  STATE/COUNTY-  MI/MASON
 OL0296  USGS QUAD   -  
 OL0296
 OL0296                         *CURRENT SURVEY CONTROL
 OL0296  ___________________________________________________________________
 OL0296* NAD 83(1986)-  43 57 20.     (N)    086 24 47.     (W)     SCALED    
 OL0296* NAVD 88     -       193.951  (meters)     636.32   (feet)  ADJUSTED  
 OL0296  ___________________________________________________________________
 OL0296  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 OL0296  DYNAMIC HT  -         193.917 (meters)     636.21  (feet)  COMP
 OL0296  MODELED GRAV-     980,444.3   (mgal)                       NAVD 88
 OL0296
 OL0296  VERT ORDER  -  FIRST     CLASS II
 OL0296
 OL0296.This mark is at Mason County Airport (LDM)
 OL0296
 OL0296.The horizontal coordinates were scaled from a topographic map and have
 OL0296.an estimated accuracy of +/- 6 seconds.
 OL0296
 OL0296.The orthometric height was determined by differential leveling
 OL0296.and adjusted by the National Geodetic Survey in June 1991..
 OL0296
 OL0296.The geoid height was determined by GEOID03.
 OL0296
 OL0296.The dynamic height is computed by dividing the NAVD 88
 OL0296.geopotential number by the normal gravity value computed on the
 OL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0296.degrees latitude (g = 980.6199 gals.).
 OL0296
 OL0296.The modeled gravity was interpolated from observed gravity values.
 OL0296
 OL0296;                    North         East    Units  Estimated Accuracy
 OL0296;SPC MI C     -    73,070.    5,835,750.      MT  (+/- 180 meters Scaled)
 OL0296
 OL0296                          SUPERSEDED SURVEY CONTROL
 OL0296
 OL0296.No superseded survey control is available for this station.
 OL0296
 OL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP470671(NAD 83)
 OL0296_MARKER: I = METAL ROD
 OL0296_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0296_SP_SET: STAINLESS STEEL ROD
 OL0296_STAMPING: A 316 1984
 OL0296_MARK LOGO: NGS   
 OL0296_PROJECTION: FLUSH
 OL0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0296+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0296_ROD/PIPE-DEPTH: 26.8 meters
 OL0296
 OL0296  HISTORY     - Date     Condition        Report By
 OL0296  HISTORY     - 1984     MONUMENTED       NGS
 OL0296  HISTORY     - 19950910 GOOD             USPSQD
 OL0296  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0296  HISTORY     - 20011013 GOOD             USPSQD
 OL0296  HISTORY     - 20040423 GOOD             USPSQD
 OL0296
 OL0296                          STATION DESCRIPTION
 OL0296
 OL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0296'2.65 KM (1.65 MI) EAST FROM LUDINGTON.
 OL0296'2.65 KM (1.65 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0296'LUDINGTON, AT A POINT AT THE SOUTH END OF THE NORTH-SOUTH RUNWAY OF
 OL0296'THE MASON COUNTY AIRPORT, 0.2 KM (0.1 MI) EAST OF THE JUNCTION OF
 OL0296'U.S. HIGHWAY 31 SOUTH, 0.3 KM (0.15 MI) WEST OF THE ENTRANCE TO THE
 OL0296'AIRPORT, 21.51 METERS (70.6 FT) NORTH OF THE CENTERLINE OF THE
 OL0296'HIGHWAY, 111.86 METERS (367.0 FT) EAST OF A FIRE HYDRANT, 77.26 METERS
 OL0296'(253.5 FT) WEST OF A FIRE HYDRANT, AND 0.21 METERS (0.7 FT) SOUTH OF
 OL0296'THE NORTH HIGHWAY RIGHT-OF-WAY FENCE.
 OL0296'THE MARK IS 0.27 METERS  ESE FROM A WITNESS POST.
 OL0296'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0296
 OL0296                          STATION RECOVERY (1995)
 OL0296
 OL0296'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0296'RECOVERED IN GOOD CONDITION.
 OL0296
 OL0296                          STATION RECOVERY (2001)
 OL0296
 OL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0296
 OL0296                          STATION RECOVERY (2001)
 OL0296
 OL0296'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 OL0296'RECOVERED IN GOOD CONDITION.
 OL0296
 OL0296                          STATION RECOVERY (2004)
 OL0296
 OL0296'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0621 ***********************************************************************
 OL0621  DESIGNATION -  A 317 RESET
 OL0621  PID         -  OL0621
 OL0621  STATE/COUNTY-  MI/MUSKEGON
 OL0621  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0621
 OL0621                         *CURRENT SURVEY CONTROL
 OL0621  ___________________________________________________________________
 OL0621* NAD 83(1986)-  43 12 59.     (N)    086 19 16.     (W)     SCALED    
 OL0621* NAVD 88     -       178.29   (meters)     584.9    (feet)  RESET     
 OL0621  ___________________________________________________________________
 OL0621  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OL0621
 OL0621  VERT ORDER  -  THIRD
 OL0621
 OL0621.The horizontal coordinates were scaled from a topographic map and have
 OL0621.an estimated accuracy of +/- 6 seconds.
 OL0621
 OL0621.The orthometric height was computed from unverified reset data.
 OL0621
 OL0621.The geoid height was determined by GEOID03.
 OL0621
 OL0621;                    North         East    Units  Estimated Accuracy
 OL0621;SPC MI S     -   192,500.    3,841,220.      MT  (+/- 180 meters Scaled)
 OL0621
 OL0621                          SUPERSEDED SURVEY CONTROL
 OL0621
 OL0621.No superseded survey control is available for this station.
 OL0621
 OL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN551850(NAD 83)
 OL0621_MARKER: DV = VERTICAL CONTROL DISK
 OL0621_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0621+WITH SETTING: PAVEMENT
 OL0621_SP_SET: LIGHT BASE
 OL0621_STAMPING: A 317 RESET 1993
 OL0621_MARK LOGO: NGS   
 OL0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0621+STABILITY: SURFACE MOTION
 OL0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0621+SATELLITE: SATELLITE OBSERVATIONS - 1993
 OL0621
 OL0621  HISTORY     - Date     Condition        Report By
 OL0621  HISTORY     - 1993     MONUMENTED       NGS
 OL0621
 OL0621                          STATION DESCRIPTION
 OL0621
 OL0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 OL0621'IN MUSKEGON, ALONG LAKE SHORE DIVE AT THE Y-FORK INTERSECTION OF
 OL0621'EDGEWATER STREET.  STATION IS ON PROPERTY OF THE VIKINGS LODGE, AT
 OL0621'3132 LAKESHORE DRIVE.  PERMISSION TO ESTABLISH STATION WAS OBTAINED
 OL0621'FROM MR. WILLIAM JANDT WHO AT THE PRESENT TIME IS CHIEF OF THE
 OL0621'VIKINGS LODGE, IN THE CONCRETE BASE OF THE MERCURY VAPOR LIGHT
 OL0621'STANDARD, WHICH SHINES ON PARKING LOT OF THE VIKINGS LODGE, 77.6 FEET
 OL0621'(23.7 M) WEST FROM THE NORTHWEST CORNER OF THE VIKINGS LODGE
 OL0621'BUILDING, 60.5 FEET (18.4 M) NORTHEAST FROM THE CENTER OF LAKESHORE
 OL0621'DRIVE, 36.0 FEET (11.0 M) EAST FROM A 24-INCH ASPEN TREE, 17.5 FEET
 OL0621'(5.3 M) NORTHWEST FROM THE CENTER ONE OF THREE ENTRANCES INTO THE
 OL0621'PARKING LOT OF THE VIKINGS LODGE, 0.5 FEET (15.2 CM) NORTHEASR FROM A
 OL0621'CARSONITE WITNESS POST AND 0.5 FEET (15.2 CM) SOUTHWEST FROM THE
 OL0621'LIGHT STANDARD.  STATION IS ABOUT LEVEL WITH LAKESHORE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0407 ***********************************************************************
 PL0407  DESIGNATION -  A 318
 PL0407  PID         -  PL0407
 PL0407  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0407  USGS QUAD   -  YUMA (1987)
 PL0407
 PL0407                         *CURRENT SURVEY CONTROL
 PL0407  ___________________________________________________________________
 PL0407* NAD 83(1986)-  44 34 38.     (N)    085 47 02.     (W)     SCALED    
 PL0407* NAVD 88     -       271.543  (meters)     890.89   (feet)  ADJUSTED  
 PL0407  ___________________________________________________________________
 PL0407  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PL0407  DYNAMIC HT  -         271.512 (meters)     890.79  (feet)  COMP
 PL0407  MODELED GRAV-     980,494.1   (mgal)                       NAVD 88
 PL0407
 PL0407  VERT ORDER  -  FIRST     CLASS II
 PL0407
 PL0407.The horizontal coordinates were scaled from a topographic map and have
 PL0407.an estimated accuracy of +/- 6 seconds.
 PL0407
 PL0407.The orthometric height was determined by differential leveling
 PL0407.and adjusted by the National Geodetic Survey in June 1991..
 PL0407
 PL0407.The geoid height was determined by GEOID03.
 PL0407
 PL0407.The dynamic height is computed by dividing the NAVD 88
 PL0407.geopotential number by the normal gravity value computed on the
 PL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0407.degrees latitude (g = 980.6199 gals.).
 PL0407
 PL0407.The modeled gravity was interpolated from observed gravity values.
 PL0407
 PL0407;                    North         East    Units  Estimated Accuracy
 PL0407;SPC MI C     -   141,060.    5,887,450.      MT  (+/- 180 meters Scaled)
 PL0407
 PL0407                          SUPERSEDED SURVEY CONTROL
 PL0407
 PL0407.No superseded survey control is available for this station.
 PL0407
 PL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ965367(NAD 83)
 PL0407_MARKER: I = METAL ROD
 PL0407_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0407_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PL0407_STAMPING: A 318 1984
 PL0407_MARK LOGO: NGS   
 PL0407_PROJECTION: FLUSH
 PL0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0407+STABILITY: POSITION/ELEVATION WELL
 PL0407_ROD/PIPE-DEPTH: 23.2 meters
 PL0407_SLEEVE-DEPTH  : 3.0 meters
 PL0407
 PL0407  HISTORY     - Date     Condition        Report By
 PL0407  HISTORY     - 1984     MONUMENTED       NGS
 PL0407  HISTORY     - 19971029 GOOD             USPSQD
 PL0407
 PL0407                          STATION DESCRIPTION
 PL0407
 PL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0407'IN KARLIN.
 PL0407'IN KARLIN, AT THE EAST SIDE OF THE POST OFFICE, LOCATED ABOUT ONE
 PL0407'BLOCK WEST OF THE JUNCTION OF KARLIN ROAD AND NESSEN ROAD, ON THE
 PL0407'PROPERTY OF ADA MEIKRANIZ, 18.0 METERS (59.1 FT) SOUTH OF THE
 PL0407'CENTERLINE OF NESSEN ROAD, 1.7 METERS (5.5 FT) EAST OF THE EAST FACE
 PL0407'OF THE POST OFFICE BUILDING, 2.3 METERS (7.5 FT) SOUTHEAST OF THE
 PL0407'NORTHEAST CORNER OF THE BUILDING, 3.9 METERS (12.8 FT) NORTHEAST OF
 PL0407'THE SOUTHEAST CORNER OF THE BUILDING, 6.7 METERS (21.9 FT) SOUTHWEST
 PL0407'OF A 4-INCH WELL CASING PROJECTING 18-INCHES, 6.4 METERS (21.0 FT)
 PL0407'SOUTH OF A FLAG POLE, AND 7.9 METERS (25.8 FT) WEST OF THE NORTHWEST
 PL0407'CORNER OF A ONE CAR GARAGE BUILDING.
 PL0407'THE MARK IS 0.31 M ABOVE ASPHALT ROAD.
 PL0407
 PL0407                          STATION RECOVERY (1997)
 PL0407
 PL0407'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0416 ***********************************************************************
 NG0416  DESIGNATION -  A 319
 NG0416  PID         -  NG0416
 NG0416  STATE/COUNTY-  MI/ALLEGAN
 NG0416  USGS QUAD   -  HOLLAND EAST (1980)
 NG0416
 NG0416                         *CURRENT SURVEY CONTROL
 NG0416  ___________________________________________________________________
 NG0416* NAD 83(1986)-  42 45 40.     (N)    086 05 49.     (W)     SCALED    
 NG0416* NAVD 88     -       197.337  (meters)     647.43   (feet)  ADJUSTED  
 NG0416  ___________________________________________________________________
 NG0416  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NG0416  DYNAMIC HT  -         197.288 (meters)     647.27  (feet)  COMP
 NG0416  MODELED GRAV-     980,367.8   (mgal)                       NAVD 88
 NG0416
 NG0416  VERT ORDER  -  FIRST     CLASS II
 NG0416
 NG0416.The horizontal coordinates were scaled from a topographic map and have
 NG0416.an estimated accuracy of +/- 6 seconds.
 NG0416
 NG0416.The orthometric height was determined by differential leveling
 NG0416.and adjusted by the National Geodetic Survey in June 1991..
 NG0416
 NG0416.The geoid height was determined by GEOID03.
 NG0416
 NG0416.The dynamic height is computed by dividing the NAVD 88
 NG0416.geopotential number by the normal gravity value computed on the
 NG0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0416.degrees latitude (g = 980.6199 gals.).
 NG0416
 NG0416.The modeled gravity was interpolated from observed gravity values.
 NG0416
 NG0416;                    North         East    Units  Estimated Accuracy
 NG0416;SPC MI S     -   141,540.    3,858,390.      MT  (+/- 180 meters Scaled)
 NG0416
 NG0416                          SUPERSEDED SURVEY CONTROL
 NG0416
 NG0416.No superseded survey control is available for this station.
 NG0416
 NG0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN738346(NAD 83)
 NG0416_MARKER: I = METAL ROD
 NG0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0416_SP_SET: STAINLESS STEEL ROD
 NG0416_STAMPING: A 319 1984
 NG0416_MARK LOGO: NGS   
 NG0416_PROJECTION: FLUSH
 NG0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0416_ROD/PIPE-DEPTH: 11.0 meters
 NG0416
 NG0416  HISTORY     - Date     Condition        Report By
 NG0416  HISTORY     - 1984     MONUMENTED       NGS
 NG0416  HISTORY     - 1988     GOOD             USPSQD
 NG0416
 NG0416                          STATION DESCRIPTION
 NG0416
 NG0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0416'3.3 KM (2.05 MI) SE FROM HOLLAND.
 NG0416'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0416'STREET IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE
 NG0416'STREET, THENCE 0.9 KM (0.55 MI) SOUTH ALONG LINCOLN AVENUE, AT A POINT
 NG0416'ABOUT HALFWAY BETWEEN EAST 40TH STREET AND THE JUNCTION OF U.S.
 NG0416'HIGHWAY 31, SET 5.27 METERS (17.3 FT) SOUTH OF THE SOUTHEAST CORNER OF
 NG0416'A 2 STORY HOUSE AT 1002 LINCOLN AVENUE, 17.67 METERS (58.0 FT) WEST OF
 NG0416'THE CENTER OF LINCOLN AVENUE, 1.00 METER (3.3 FT) SOUTH-SOUTHWEST OF A
 NG0416'CONCRETE RIGHT-OF-WAY POST, AND 0.27 METERS (0.9 FT) SOUTHEAST OF A
 NG0416'RIGHT-OF-WAY FENCE.  NOTE, DRIVING RATE EXCEEDED.
 NG0416'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 NG0416'THE MARK IS ABOVE LEVEL WITH LINCOLN AVENUE.
 NG0416
 NG0416                          STATION RECOVERY (1988)
 NG0416
 NG0416'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0413 ***********************************************************************
 NE0413  DESIGNATION -  A 32
 NE0413  PID         -  NE0413
 NE0413  STATE/COUNTY-  MI/OAKLAND
 NE0413  USGS QUAD   -  LAKE ORION (1991)
 NE0413
 NE0413                         *CURRENT SURVEY CONTROL
 NE0413  ___________________________________________________________________
 NE0413* NAD 83(1986)-  42 45 08.     (N)    083 11 49.     (W)     SCALED    
 NE0413* NAVD 88     -       275.667  (meters)     904.42   (feet)  ADJUSTED  
 NE0413  ___________________________________________________________________
 NE0413  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0413  DYNAMIC HT  -         275.580 (meters)     904.13  (feet)  COMP
 NE0413  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 NE0413
 NE0413  VERT ORDER  -  FIRST     CLASS II
 NE0413
 NE0413.The horizontal coordinates were scaled from a topographic map and have
 NE0413.an estimated accuracy of +/- 6 seconds.
 NE0413
 NE0413.The orthometric height was determined by differential leveling
 NE0413.and adjusted by the National Geodetic Survey in June 1991..
 NE0413
 NE0413.The geoid height was determined by GEOID03.
 NE0413
 NE0413.The dynamic height is computed by dividing the NAVD 88
 NE0413.geopotential number by the normal gravity value computed on the
 NE0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0413.degrees latitude (g = 980.6199 gals.).
 NE0413
 NE0413.The modeled gravity was interpolated from observed gravity values.
 NE0413
 NE0413;                    North         East    Units  Estimated Accuracy
 NE0413;SPC MI S     -   139,760.    4,095,750.      MT  (+/- 180 meters Scaled)
 NE0413
 NE0413                          SUPERSEDED SURVEY CONTROL
 NE0413
 NE0413  NGVD 29 (??/??/92)  275.792  (m)          904.83   (f) ADJ UNCH    1 2
 NE0413
 NE0413.Superseded values are not recommended for survey control.
 NE0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0413.See file dsdata.txt to determine how the superseded data were derived.
 NE0413
 NE0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH202356(NAD 83)
 NE0413_MARKER: DB = BENCH MARK DISK
 NE0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0413_STAMPING: 904.828 A 32 1930
 NE0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0413+STABILITY: SURFACE MOTION
 NE0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0413+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0413
 NE0413  HISTORY     - Date     Condition        Report By
 NE0413  HISTORY     - 1930     MONUMENTED       CGS
 NE0413  HISTORY     - 1938     GOOD             NGS
 NE0413  HISTORY     - 20030503 GOOD             NGS
 NE0413  HISTORY     - 20060314 GOOD             INDIV
 NE0413
 NE0413                          STATION DESCRIPTION
 NE0413
 NE0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0413'2.2 MI NW FROM GOODISON.
 NE0413'2.2 MILES NORTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NE0413'GOODISON, OAKLAND COUNTY, 9 RAILS NORTHWEST OF MILEPOST D 37,
 NE0413'6 RAILS SOUTHEAST OF THE CROSSING OF ADAMS ROAD, 40.7 FEET
 NE0413'SOUTHWEST OF THE SOUTHWEST RAIL, AND AT THE SOUTHWEST RIGHT-OF-WAY
 NE0413'FENCE.  A STANDARD DISK, STAMPED 904.828 A 32 1930 AND SET IN
 NE0413'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 NE0413
 NE0413                          STATION RECOVERY (2003)
 NE0413
 NE0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (LDR)
 NE0413'MOST LANDMARKS IN EARLIER DESCRIPTION ARE GONE, DUE TO MICHIGAN
 NE0413'CENTRAL RAILROAD
 NE0413'BEING ABANDONED AND THIS PORTION CONVERTED TO PAINT CREEK TRAI FOR
 NE0413'HIKERS.  ALONG THE
 NE0413'TRAIL FROM THE CENTER OF ADAMS ROAD, WALK APPROX 200 FEET S/E DOWN THE
 NE0413'TRAIL.
 NE0413'MONUMENT IS APPROX 40 FEET S/W FROM THE CENTER LINE OF THE TRAIL.
 NE0413'MARKED BY A PIECE
 NE0413'OF STEEL SIGN-POST, ABOUT 2 FEET PROTRUDING FRM THE GROUND, PAINTED
 NE0413'BRIGHT PINK AND
 NE0413'EASILY VISIBLE FROM THE TRAIL.
 NE0413
 NE0413                          STATION RECOVERY (2006)
 NE0413
 NE0413'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0413'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0279 ***********************************************************************
 PM0279  DESIGNATION -  A 320
 PM0279  PID         -  PM0279
 PM0279  STATE/COUNTY-  MI/MASON
 PM0279  USGS QUAD   -  
 PM0279
 PM0279                         *CURRENT SURVEY CONTROL
 PM0279  ___________________________________________________________________
 PM0279* NAD 83(1986)-  44 06 54.     (N)    086 16 50.     (W)     SCALED    
 PM0279* NAVD 88     -       218.020  (meters)     715.29   (feet)  ADJUSTED  
 PM0279  ___________________________________________________________________
 PM0279  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 PM0279  DYNAMIC HT  -         217.988 (meters)     715.18  (feet)  COMP
 PM0279  MODELED GRAV-     980,464.1   (mgal)                       NAVD 88
 PM0279
 PM0279  VERT ORDER  -  FIRST     CLASS II
 PM0279
 PM0279.The horizontal coordinates were scaled from a topographic map and have
 PM0279.an estimated accuracy of +/- 6 seconds.
 PM0279
 PM0279.The orthometric height was determined by differential leveling
 PM0279.and adjusted by the National Geodetic Survey in June 1991..
 PM0279
 PM0279.The geoid height was determined by GEOID03.
 PM0279
 PM0279.The dynamic height is computed by dividing the NAVD 88
 PM0279.geopotential number by the normal gravity value computed on the
 PM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0279.degrees latitude (g = 980.6199 gals.).
 PM0279
 PM0279.The modeled gravity was interpolated from observed gravity values.
 PM0279
 PM0279;                    North         East    Units  Estimated Accuracy
 PM0279;SPC MI C     -    90,520.    5,846,800.      MT  (+/- 180 meters Scaled)
 PM0279
 PM0279                          SUPERSEDED SURVEY CONTROL
 PM0279
 PM0279.No superseded survey control is available for this station.
 PM0279
 PM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP575848(NAD 83)
 PM0279_MARKER: I = METAL ROD
 PM0279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0279_SP_SET: STAINLESS STEEL ROD
 PM0279_STAMPING: A 320 1984
 PM0279_MARK LOGO: NGS   
 PM0279_PROJECTION: FLUSH
 PM0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0279_ROD/PIPE-DEPTH: 14.6 meters
 PM0279
 PM0279  HISTORY     - Date     Condition        Report By
 PM0279  HISTORY     - 1984     MONUMENTED       NGS
 PM0279  HISTORY     - 19961118 GOOD             USPSQD
 PM0279  HISTORY     - 20010815 MARK NOT FOUND   NGS
 PM0279  HISTORY     - 20040423 MARK NOT FOUND   USPSQD
 PM0279
 PM0279                          STATION DESCRIPTION
 PM0279
 PM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0279'6.0 KM (3.75 MI) WEST FROM FREESOIL.
 PM0279'5.3 KM (3.3 MI) WEST ALONG FREESOIL ROAD FROM THE POST OFFICE IN
 PM0279'FREESOIL, THENCE 0.72 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 31, ALSO,
 PM0279'16.5 KM (10.2 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0279'MANISTEE, AT THE TOP OF A HILL AND ABOUT 200 FEET EAST OF A SAND PIT,
 PM0279'18.5 METERS (60.7 FT) WEST OF THE CENTERLINE OF HIGHWAY 31, 1.4 METERS
 PM0279'(4.6 FT) SOUTH OF A POWERLINE POLE NUMBERED 87 WITH A TRANSFORMER AND
 PM0279'GUY WIRE ATTACHED, AND 4.3 METERS (14.0 FT) EAST-SOUTHEAST OF THE GUY
 PM0279'ANCHOR.  NOTE, ROD DRIVEN TO REQUIRED RATE.
 PM0279'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 PM0279'THE MARK IS ABOVE LEVEL WITH HIGHWAY 31.
 PM0279
 PM0279                          STATION RECOVERY (1996)
 PM0279
 PM0279'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0279'RECOVERED IN GOOD CONDITION.
 PM0279
 PM0279                          STATION RECOVERY (2001)
 PM0279
 PM0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0279
 PM0279                          STATION RECOVERY (2004)
 PM0279
 PM0279'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5489 ***********************************************************************
 AA5489  DESIGNATION -  A 320 RESET
 AA5489  PID         -  AA5489
 AA5489  STATE/COUNTY-  MI/MASON
 AA5489  USGS QUAD   -  
 AA5489
 AA5489                         *CURRENT SURVEY CONTROL
 AA5489  ___________________________________________________________________
 AA5489* NAD 83(1986)-  44 06 54.     (N)    086 16 50.     (W)     SCALED    
 AA5489* NAVD 88     -       218.05   (meters)     715.4    (feet)  RESET     
 AA5489  ___________________________________________________________________
 AA5489  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 AA5489
 AA5489  VERT ORDER  -  THIRD
 AA5489
 AA5489.The horizontal coordinates were scaled from a topographic map and have
 AA5489.an estimated accuracy of +/- 6 seconds.
 AA5489
 AA5489.The orthometric height was computed from unverified reset data.
 AA5489.No vertical observational check was made to the station.
 AA5489
 AA5489.The geoid height was determined by GEOID03.
 AA5489
 AA5489;                    North         East    Units  Estimated Accuracy
 AA5489;SPC MI C     -    90,520.    5,846,800.      MT  (+/- 180 meters Scaled)
 AA5489
 AA5489                          SUPERSEDED SURVEY CONTROL
 AA5489
 AA5489.No superseded survey control is available for this station.
 AA5489
 AA5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP575848(NAD 83)
 AA5489_MARKER: DV = VERTICAL CONTROL DISK
 AA5489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5489_STAMPING: A 320 RESET 1994
 AA5489_MARK LOGO: NGS   
 AA5489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5489+STABILITY: SURFACE MOTION
 AA5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5489+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 AA5489
 AA5489  HISTORY     - Date     Condition        Report By
 AA5489  HISTORY     - 1994     MONUMENTED       MIDT
 AA5489  HISTORY     - 20040423 GOOD             USPSQD
 AA5489
 AA5489                          STATION DESCRIPTION
 AA5489
 AA5489'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JHC)
 AA5489'5.3 KM (3.30 MI) WEST ALONG FREESOIL ROAD FROM THE POST OFFICE IN
 AA5489'FREESOIL, THENCE 0.72 KM (0.45 MI) NORTH ALONG U.S. HIGHWAY 31, ALSO
 AA5489'16.5 KM (10.25 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 AA5489'MANISTEE, AT THE TOP OF A HILL AND ABOUT 200 FEET (61.0 M) EAST OF A
 AA5489'SAND PIT, 22.5 M (73.8 FT) WEST OF THE CENTERLINE OF HIGHWAY 31, 2.4 M
 AA5489'(7.9 FT) NORTH, 55 DEGREES WEST OF FACE OF POWER POLW, 0.61 M (2.00
 AA5489'FT) NORTH OF A CARSONITE WITNESS POST, 0.61 M (2.00 FT) SOUTH OF A
 AA5489'CARSONITE WITNESS POST AND ACROSS THE ROAD FROM HOUSE NO. 8766.
 AA5489
 AA5489                          STATION RECOVERY (2004)
 AA5489
 AA5489'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0422 ***********************************************************************
 PL0422  DESIGNATION -  A 321
 PL0422  PID         -  PL0422
 PL0422  STATE/COUNTY-  MI/MANISTEE
 PL0422  USGS QUAD   -  COPEMISH (1987)
 PL0422
 PL0422                         *CURRENT SURVEY CONTROL
 PL0422  ___________________________________________________________________
 PL0422* NAD 83(1986)-  44 23 39.     (N)    085 58 12.     (W)     SCALED    
 PL0422* NAVD 88     -       235.796  (meters)     773.61   (feet)  ADJUSTED  
 PL0422  ___________________________________________________________________
 PL0422  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0422  DYNAMIC HT  -         235.766 (meters)     773.51  (feet)  COMP
 PL0422  MODELED GRAV-     980,484.0   (mgal)                       NAVD 88
 PL0422
 PL0422  VERT ORDER  -  FIRST     CLASS II
 PL0422
 PL0422.The horizontal coordinates were scaled from a topographic map and have
 PL0422.an estimated accuracy of +/- 6 seconds.
 PL0422
 PL0422.The orthometric height was determined by differential leveling
 PL0422.and adjusted by the National Geodetic Survey in June 1991..
 PL0422
 PL0422.The geoid height was determined by GEOID03.
 PL0422
 PL0422.The dynamic height is computed by dividing the NAVD 88
 PL0422.geopotential number by the normal gravity value computed on the
 PL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0422.degrees latitude (g = 980.6199 gals.).
 PL0422
 PL0422.The modeled gravity was interpolated from observed gravity values.
 PL0422
 PL0422;                    North         East    Units  Estimated Accuracy
 PL0422;SPC MI C     -   121,000.    5,872,270.      MT  (+/- 180 meters Scaled)
 PL0422
 PL0422                          SUPERSEDED SURVEY CONTROL
 PL0422
 PL0422.No superseded survey control is available for this station.
 PL0422
 PL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ820161(NAD 83)
 PL0422_MARKER: I = METAL ROD
 PL0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0422_SP_SET: STAINLESS STEEL ROD
 PL0422_STAMPING: A 321 1984
 PL0422_MARK LOGO: NGS   
 PL0422_PROJECTION: FLUSH
 PL0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0422+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PL0422_ROD/PIPE-DEPTH: 23.1 meters
 PL0422
 PL0422  HISTORY     - Date     Condition        Report By
 PL0422  HISTORY     - 1984     MONUMENTED       NGS
 PL0422  HISTORY     - 19961023 GOOD             USPSQD
 PL0422  HISTORY     - 20010331 GOOD             NGS
 PL0422  HISTORY     - 20040424 GOOD             USPSQD
 PL0422
 PL0422                          STATION DESCRIPTION
 PL0422
 PL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0422'5.36 KM (3.35 MI) NE FROM KALEVA.
 PL0422'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PL0422'KALEVA, THENCE 0.9 KM (0.55 MI) NORTH ALONG OSMO STREET AND COUNTY
 PL0422'ROAD 669, THENCE 3.1 KM (1.95 MI) EAST ALONG A GRAVEL ROAD, THENCE
 PL0422'1.2 KM (0.75 MI) NORTH ALONG NEMI ROAD TO A GRAVEL ROAD LEADING EAST,
 PL0422'12.8 METERS (42.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0422'12.1 METERS (39.5 FT) NORTH OF THE CENTER OF THE GRAVEL ROAD, AND
 PL0422'4.7 METERS (15.4 FT) NORTHEAST OF A POWERLINE POLE NUMBERED CH3/62/27.
 PL0422'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PL0422'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PL0422
 PL0422                          STATION RECOVERY (1996)
 PL0422
 PL0422'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0422'RECOVERED IN GOOD CONDITION.
 PL0422
 PL0422                          STATION RECOVERY (2001)
 PL0422
 PL0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0422
 PL0422                          STATION RECOVERY (2004)
 PL0422
 PL0422'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0433 ***********************************************************************
 NG0433  DESIGNATION -  A 322
 NG0433  PID         -  NG0433
 NG0433  STATE/COUNTY-  MI/ALLEGAN
 NG0433  USGS QUAD   -  PULLMAN (1981)
 NG0433
 NG0433                         *CURRENT SURVEY CONTROL
 NG0433  ___________________________________________________________________
 NG0433* NAD 83(1986)-  42 28 11.     (N)    086 05 28.     (W)     SCALED    
 NG0433* NAVD 88     -       196.937  (meters)     646.12   (feet)  ADJUSTED  
 NG0433  ___________________________________________________________________
 NG0433  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NG0433  DYNAMIC HT  -         196.883 (meters)     645.94  (feet)  COMP
 NG0433  MODELED GRAV-     980,343.0   (mgal)                       NAVD 88
 NG0433
 NG0433  VERT ORDER  -  FIRST     CLASS II
 NG0433
 NG0433.The horizontal coordinates were scaled from a topographic map and have
 NG0433.an estimated accuracy of +/- 6 seconds.
 NG0433
 NG0433.The orthometric height was determined by differential leveling
 NG0433.and adjusted by the National Geodetic Survey in June 1991..
 NG0433
 NG0433.The geoid height was determined by GEOID03.
 NG0433
 NG0433.The dynamic height is computed by dividing the NAVD 88
 NG0433.geopotential number by the normal gravity value computed on the
 NG0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0433.degrees latitude (g = 980.6199 gals.).
 NG0433
 NG0433.The modeled gravity was interpolated from observed gravity values.
 NG0433
 NG0433;                    North         East    Units  Estimated Accuracy
 NG0433;SPC MI S     -   109,170.    3,858,200.      MT  (+/- 180 meters Scaled)
 NG0433
 NG0433                          SUPERSEDED SURVEY CONTROL
 NG0433
 NG0433.No superseded survey control is available for this station.
 NG0433
 NG0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN747023(NAD 83)
 NG0433_MARKER: I = METAL ROD
 NG0433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0433_SP_SET: STAINLESS STEEL ROD
 NG0433_STAMPING: A 322 1984
 NG0433_MARK LOGO: NGS   
 NG0433_PROJECTION: FLUSH
 NG0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0433_ROD/PIPE-DEPTH: 21.8 meters
 NG0433
 NG0433  HISTORY     - Date     Condition        Report By
 NG0433  HISTORY     - 1984     MONUMENTED       NGS
 NG0433
 NG0433                          STATION DESCRIPTION
 NG0433
 NG0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0433'8.3 KM (5.15 MI) NORTH FROM GRAND JUNCTION.
 NG0433'0.4 KM (0.25 MI) WEST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0433'GRAND JUNCTION, THENCE 1.7 KM (1.05 MI) NORTH ALONG COUNTY ROAD 215,
 NG0433'THENCE 0.5 KM (0.3 MI) WEST ALONG BASE LINE ROAD, THENCE 5.6 KM
 NG0433'(3.5 MI) NORTH ALONG 56TH STREET, THENCE 0.1 KM (0.05 MI) WEST ALONG
 NG0433'107TH AVENUE (GRAVEL ROAD), AT THE CROSSING OF THE CHESAPEAKE AND OHIO
 NG0433'RAILROAD TRACKS, SET AT THE SOUTHWEST CORNER OF FRED NAGELS PROPERTY
 NG0433'BY A POWERLINE POLE, 75.89 METERS (249.0 FT) WEST OF THE CENTER OF
 NG0433'56TH STREET, 11.88 METERS (39.0 FT) NORTH OF THE CENTER OF 107TH
 NG0433'AVENUE, 11.76 METERS (38.6 FT) EAST OF THE EAST RAIL (SLOPE
 NG0433'MEASUREMENT), 5.05 METERS (16.6 FT) NORTH OF THE NORTH END OF A METAL
 NG0433'CULVERT UNDER 107TH AVENUE, 0.90 METERS (3.0 FT) SOUTH-SOUTHWEST OF A
 NG0433'POWERLINE POLE, AND 0.45 METERS (1.5 FT) EAST OF A WOVEN WIRE FENCE.
 NG0433'NOTE DRIVING RATE EXCEEDED.
 NG0433'THE MARK IS 0.51 METERS  SE FROM A WITNESS POST.
 NG0433'THE MARK IS 1.0 M BELOW 107TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0439 ***********************************************************************
 NG0439  DESIGNATION -  A 323
 NG0439  PID         -  NG0439
 NG0439  STATE/COUNTY-  MI/VAN BUREN
 NG0439  USGS QUAD   -  PULLMAN (1981)
 NG0439
 NG0439                         *CURRENT SURVEY CONTROL
 NG0439  ___________________________________________________________________
 NG0439* NAD 83(1986)-  42 24 02.     (N)    086 02 35.     (W)     SCALED    
 NG0439* NAVD 88     -       206.793  (meters)     678.45   (feet)  ADJUSTED  
 NG0439  ___________________________________________________________________
 NG0439  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NG0439  DYNAMIC HT  -         206.735 (meters)     678.26  (feet)  COMP
 NG0439  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 NG0439
 NG0439  VERT ORDER  -  FIRST     CLASS II
 NG0439
 NG0439.The horizontal coordinates were scaled from a topographic map and have
 NG0439.an estimated accuracy of +/- 6 seconds.
 NG0439
 NG0439.The orthometric height was determined by differential leveling
 NG0439.and adjusted by the National Geodetic Survey in June 1991..
 NG0439
 NG0439.The geoid height was determined by GEOID03.
 NG0439
 NG0439.The dynamic height is computed by dividing the NAVD 88
 NG0439.geopotential number by the normal gravity value computed on the
 NG0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0439.degrees latitude (g = 980.6199 gals.).
 NG0439
 NG0439.The modeled gravity was interpolated from observed gravity values.
 NG0439
 NG0439;                    North         East    Units  Estimated Accuracy
 NG0439;SPC MI S     -   101,410.    3,862,000.      MT  (+/- 180 meters Scaled)
 NG0439
 NG0439                          SUPERSEDED SURVEY CONTROL
 NG0439
 NG0439  NGVD 29 (01/19/93)  206.932  (m)          678.91   (f) ADJUSTED    1 2
 NG0439
 NG0439.Superseded values are not recommended for survey control.
 NG0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0439.See file dsdata.txt to determine how the superseded data were derived.
 NG0439
 NG0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM787946(NAD 83)
 NG0439_MARKER: I = METAL ROD
 NG0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0439_SP_SET: STAINLESS STEEL ROD
 NG0439_STAMPING: A 323 1984
 NG0439_MARK LOGO: NGS   
 NG0439_PROJECTION: FLUSH
 NG0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0439_ROD/PIPE-DEPTH: 26.8 meters
 NG0439
 NG0439  HISTORY     - Date     Condition        Report By
 NG0439  HISTORY     - 1984     MONUMENTED       NGS
 NG0439
 NG0439                          STATION DESCRIPTION
 NG0439
 NG0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0439'IN GRAND JUNCTION.
 NG0439'IN GRAND JUNCTION, AT 2497 5TH AVENUE, 31.5 M (103.3 FT) NORTH OF A
 NG0439'CABIN AT 2497 5TH AVENUE, 18.9 M (62.0 FT) EAST OF THE EXTENDED CENTER
 NG0439'OF A DRIVEWAY, 16.8 M (55.1 FT) WEST OF THE EXTENDED CENTER OF A TRACK
 NG0439'ROAD LEADING SOUTH, 9.6 M (31.5 FT) NORTH OF THE CENTER OF THE AVENUE,
 NG0439'5.3 M (17.4 FT) SOUTH OF A LARGE MAPLE TREE, AND 0.9 M (3.0 FT) EAST
 NG0439'OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX NUMBER 50960.
 NG0439'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0439'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NG0439'THE MARK IS 0.2 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0616 ***********************************************************************
 RM0616  DESIGNATION -  A 324
 RM0616  PID         -  RM0616
 RM0616  STATE/COUNTY-  MI/GOGEBIC
 RM0616  USGS QUAD   -  IRONWOOD (1981)
 RM0616
 RM0616                         *CURRENT SURVEY CONTROL
 RM0616  ___________________________________________________________________
 RM0616* NAD 83(1986)-  46 27 44.     (N)    090 08 44.     (W)     SCALED    
 RM0616* NAVD 88     -       461.766  (meters)    1514.98   (feet)  ADJUSTED  
 RM0616  ___________________________________________________________________
 RM0616  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0616  DYNAMIC HT  -         461.784 (meters)    1515.04  (feet)  COMP
 RM0616  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 RM0616
 RM0616  VERT ORDER  -  FIRST     CLASS II
 RM0616
 RM0616.The horizontal coordinates were scaled from a topographic map and have
 RM0616.an estimated accuracy of +/- 6 seconds.
 RM0616
 RM0616.The orthometric height was determined by differential leveling
 RM0616.and adjusted by the National Geodetic Survey in June 1991..
 RM0616
 RM0616.The geoid height was determined by GEOID03.
 RM0616
 RM0616.The dynamic height is computed by dividing the NAVD 88
 RM0616.geopotential number by the normal gravity value computed on the
 RM0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0616.degrees latitude (g = 980.6199 gals.).
 RM0616
 RM0616.The modeled gravity was interpolated from observed gravity values.
 RM0616
 RM0616;                    North         East    Units  Estimated Accuracy
 RM0616;SPC MI N     -   191,390.    7,758,460.      MT  (+/- 180 meters Scaled)
 RM0616
 RM0616                          SUPERSEDED SURVEY CONTROL
 RM0616
 RM0616.No superseded survey control is available for this station.
 RM0616
 RM0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM191493(NAD 83)
 RM0616_MARKER: I = METAL ROD
 RM0616_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0616_SP_SET: STAINLESS STEEL ROD
 RM0616_STAMPING: A 324 1985
 RM0616_MARK LOGO: NGS   
 RM0616_PROJECTION: FLUSH
 RM0616_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0616+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0616_ROD/PIPE-DEPTH: 7.3  meters
 RM0616
 RM0616  HISTORY     - Date     Condition        Report By
 RM0616  HISTORY     - 1985     MONUMENTED       NGS
 RM0616  HISTORY     - 1989     GOOD             USPSQD
 RM0616  HISTORY     - 19970630 GOOD             MIDT
 RM0616  HISTORY     - 20030502 GOOD             USPSQD
 RM0616  HISTORY     - 20040801 GOOD             USPSQD
 RM0616
 RM0616                          STATION DESCRIPTION
 RM0616
 RM0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0616'IN IRONWOOD.
 RM0616'IN IRONWOOD, AT THE INTERSECTION OF LUXMORE STREET AND THE SOO LINE
 RM0616'RAILROAD, 15.9 M (52.2 FT) SOUTH OF THE NEAR RAIL, 6.7 M (22.0 FT)
 RM0616'EAST OF THE CENTER OF THE STREET, AND 1.7 M (5.6 FT) EAST OF A UTILITY
 RM0616'POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RM0616'5-INCH LOGO CAP.
 RM0616'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RM0616'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RM0616
 RM0616                          STATION RECOVERY (1989)
 RM0616
 RM0616'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0616'RECOVERED IN GOOD CONDITION.
 RM0616
 RM0616                          STATION RECOVERY (1997)
 RM0616
 RM0616'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0616'RECOVERED AS DESCRIBED.
 RM0616
 RM0616                          STATION RECOVERY (2003)
 RM0616
 RM0616'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0616'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS EAST AND ACROSS
 RM0616'LUXMORE STREET FROM A SPEED LIMIT SIGN, 52 FEET SOUTH OF AN ABANDONED
 RM0616'RAILROAD BED, 57 FEET NORTH OF THE CENTER OF A SNOWMOBILE TRAIL, 6
 RM0616'FEET NORTH-NORTHWEST OF A 'SNOWMOBILE PROHIBITED' SIGN POST, AND 1.5
 RM0616'FEET WEST OF AN ORANGE WITNESS POST.
 RM0616
 RM0616                          STATION RECOVERY (2004)
 RM0616
 RM0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1491 ***********************************************************************
 RL1491  DESIGNATION -  A 325
 RL1491  PID         -  RL1491
 RL1491  STATE/COUNTY-  MI/ONTONAGON
 RL1491  USGS QUAD   -  
 RL1491
 RL1491                         *CURRENT SURVEY CONTROL
 RL1491  ___________________________________________________________________
 RL1491* NAD 83(1986)-  46 30 47.     (N)    089 06 47.     (W)     SCALED    
 RL1491* NAVD 88     -       390.606  (meters)    1281.51   (feet)  ADJUSTED  
 RL1491  ___________________________________________________________________
 RL1491  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 RL1491  DYNAMIC HT  -         390.616 (meters)    1281.55  (feet)  COMP
 RL1491  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL1491
 RL1491  VERT ORDER  -  FIRST     CLASS II
 RL1491
 RL1491.The horizontal coordinates were scaled from a topographic map and have
 RL1491.an estimated accuracy of +/- 6 seconds.
 RL1491
 RL1491.The orthometric height was determined by differential leveling
 RL1491.and adjusted by the National Geodetic Survey in June 1991..
 RL1491
 RL1491.The geoid height was determined by GEOID03.
 RL1491
 RL1491.The dynamic height is computed by dividing the NAVD 88
 RL1491.geopotential number by the normal gravity value computed on the
 RL1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1491.degrees latitude (g = 980.6199 gals.).
 RL1491
 RL1491.The modeled gravity was interpolated from observed gravity values.
 RL1491
 RL1491;                    North         East    Units  Estimated Accuracy
 RL1491;SPC MI N     -   194,410.    7,837,870.      MT  (+/- 180 meters Scaled)
 RL1491
 RL1491                          SUPERSEDED SURVEY CONTROL
 RL1491
 RL1491.No superseded survey control is available for this station.
 RL1491
 RL1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS379532(NAD 83)
 RL1491_MARKER: I = METAL ROD
 RL1491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1491_SP_SET: STAINLESS STEEL ROD
 RL1491_STAMPING: A 325 1985
 RL1491_MARK LOGO: NGS   
 RL1491_PROJECTION: FLUSH
 RL1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1491_ROD/PIPE-DEPTH: 4.3  meters
 RL1491
 RL1491  HISTORY     - Date     Condition        Report By
 RL1491  HISTORY     - 1985     MONUMENTED       NGS
 RL1491
 RL1491                          STATION DESCRIPTION
 RL1491
 RL1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1491'6.5 KM (4.05 MI) EAST FROM BRUCE CROSSING.
 RL1491'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1491'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 20.0 M (65.6 FT) WEST OF THE
 RL1491'CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) NORTH OF UTILITY POLE
 RL1491'NUMBER 75-0562.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RL1491'LOGO CAP.
 RL1491'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL1491'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0452 ***********************************************************************
 NG0452  DESIGNATION -  A 326
 NG0452  PID         -  NG0452
 NG0452  STATE/COUNTY-  MI/BERRIEN
 NG0452  USGS QUAD   -  BENTON HARBOR (1980)
 NG0452
 NG0452                         *CURRENT SURVEY CONTROL
 NG0452  ___________________________________________________________________
 NG0452* NAD 83(1986)-  42 06 50.     (N)    086 28 35.     (W)     SCALED    
 NG0452* NAVD 88     -       183.873  (meters)     603.26   (feet)  ADJUSTED  
 NG0452  ___________________________________________________________________
 NG0452  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NG0452  DYNAMIC HT  -         183.812 (meters)     603.06  (feet)  COMP
 NG0452  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NG0452
 NG0452  VERT ORDER  -  FIRST     CLASS II
 NG0452
 NG0452.The horizontal coordinates were scaled from a topographic map and have
 NG0452.an estimated accuracy of +/- 6 seconds.
 NG0452
 NG0452.The orthometric height was determined by differential leveling
 NG0452.and adjusted by the National Geodetic Survey in June 1991..
 NG0452
 NG0452.The geoid height was determined by GEOID03.
 NG0452
 NG0452.The dynamic height is computed by dividing the NAVD 88
 NG0452.geopotential number by the normal gravity value computed on the
 NG0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0452.degrees latitude (g = 980.6199 gals.).
 NG0452
 NG0452.The modeled gravity was interpolated from observed gravity values.
 NG0452
 NG0452;                    North         East    Units  Estimated Accuracy
 NG0452;SPC MI S     -    70,380.    3,825,540.      MT  (+/- 180 meters Scaled)
 NG0452
 NG0452                          SUPERSEDED SURVEY CONTROL
 NG0452
 NG0452  NGVD 29 (01/19/93)  184.030  (m)          603.77   (f) ADJUSTED    1 2
 NG0452
 NG0452.Superseded values are not recommended for survey control.
 NG0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0452.See file dsdata.txt to determine how the superseded data were derived.
 NG0452
 NG0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM432625(NAD 83)
 NG0452_MARKER: DB = BENCH MARK DISK
 NG0452_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0452_SP_SET: PIER
 NG0452_STAMPING: A 326 1985
 NG0452_MARK LOGO: NGS   
 NG0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0452+STABILITY: POSITION/ELEVATION WELL
 NG0452
 NG0452  HISTORY     - Date     Condition        Report By
 NG0452  HISTORY     - 1985     MONUMENTED       NGS
 NG0452
 NG0452                          STATION DESCRIPTION
 NG0452
 NG0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0452'IN ST JOSEPH.
 NG0452'IN ST JOSEPH, AT THE INTERSECTION OF U.S. HIGHWAY 33 AND UPTON DRIVE,
 NG0452'SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4
 NG0452'COLUMNS OF THE 1ST PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE
 NG0452'HIGHWAY OVERPASS OF THE DRIVE, 9.3 M (30.5 FT) SOUTHWEST OF THE CENTER
 NG0452'OF THE DRIVE, AND 8.7 M (28.5 FT) NORTHWEST OF THE CENTER OF THE
 NG0452'HIGHWAY.
 NG0452'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2180 ***********************************************************************
 ME2180  DESIGNATION -  A 327
 ME2180  PID         -  ME2180
 ME2180  STATE/COUNTY-  MI/BERRIEN
 ME2180  USGS QUAD   -  BRIDGMAN (1978)
 ME2180
 ME2180                         *CURRENT SURVEY CONTROL
 ME2180  ___________________________________________________________________
 ME2180* NAD 83(1986)-  41 53 58.     (N)    086 35 23.     (W)     SCALED    
 ME2180* NAVD 88     -       200.757  (meters)     658.65   (feet)  ADJUSTED  
 ME2180  ___________________________________________________________________
 ME2180  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2180  DYNAMIC HT  -         200.686 (meters)     658.42  (feet)  COMP
 ME2180  MODELED GRAV-     980,264.3   (mgal)                       NAVD 88
 ME2180
 ME2180  VERT ORDER  -  FIRST     CLASS II
 ME2180
 ME2180.The horizontal coordinates were scaled from a topographic map and have
 ME2180.an estimated accuracy of +/- 6 seconds.
 ME2180
 ME2180.The orthometric height was determined by differential leveling
 ME2180.and adjusted by the National Geodetic Survey in June 1991..
 ME2180
 ME2180.The geoid height was determined by GEOID03.
 ME2180
 ME2180.The dynamic height is computed by dividing the NAVD 88
 ME2180.geopotential number by the normal gravity value computed on the
 ME2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2180.degrees latitude (g = 980.6199 gals.).
 ME2180
 ME2180.The modeled gravity was interpolated from observed gravity values.
 ME2180
 ME2180;                    North         East    Units  Estimated Accuracy
 ME2180;SPC MI S     -    46,810.    3,815,540.      MT  (+/- 180 meters Scaled)
 ME2180
 ME2180                          SUPERSEDED SURVEY CONTROL
 ME2180
 ME2180  NGVD 29 (01/19/93)  200.885  (m)          659.07   (f) ADJUSTED    1 2
 ME2180
 ME2180.Superseded values are not recommended for survey control.
 ME2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2180.See file dsdata.txt to determine how the superseded data were derived.
 ME2180
 ME2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM340386(NAD 83)
 ME2180_MARKER: DB = BENCH MARK DISK
 ME2180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2180_SP_SET: BRIDGE ABUTMENT
 ME2180_STAMPING: A 327 1985
 ME2180_MARK LOGO: NGS   
 ME2180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2180+STABILITY: POSITION/ELEVATION WELL
 ME2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2180+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 ME2180
 ME2180  HISTORY     - Date     Condition        Report By
 ME2180  HISTORY     - 1985     MONUMENTED       NGS
 ME2180  HISTORY     - 20040617 GOOD             FISHBA
 ME2180
 ME2180                          STATION DESCRIPTION
 ME2180
 ME2180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2180'16.6 KM (10.3 MI) NE FROM NEW BUFFALO.
 ME2180'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2180'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 15.4 KM (9.55 MI)
 ME2180'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, IN TOP OF AND 4.5 M
 ME2180'(14.8 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 ME2180'BROWNTOWN ROAD OVERPASS OF THE HIGHWAY, 17.0 M (55.8 FT) NORTHWEST OF
 ME2180'THE CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 5.2 M
 ME2180'(17.1 FT) SOUTH OF THE CENTER OF THE ROAD.
 ME2180'THE MARK IS 1.1 M BELOW THE ROAD.
 ME2180
 ME2180                          STATION RECOVERY (2004)
 ME2180
 ME2180'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2180'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1467 ***********************************************************************
 RL1467  DESIGNATION -  A 328
 RL1467  PID         -  RL1467
 RL1467  STATE/COUNTY-  MI/BARAGA
 RL1467  USGS QUAD   -  NESTORIA (1985)
 RL1467
 RL1467                         *CURRENT SURVEY CONTROL
 RL1467  ___________________________________________________________________
 RL1467* NAD 83(1986)-  46 34 14.     (N)    088 16 32.     (W)     SCALED    
 RL1467* NAVD 88     -       501.384  (meters)    1644.96   (feet)  ADJUSTED  
 RL1467  ___________________________________________________________________
 RL1467  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 RL1467  DYNAMIC HT  -         501.404 (meters)    1645.02  (feet)  COMP
 RL1467  MODELED GRAV-     980,637.7   (mgal)                       NAVD 88
 RL1467
 RL1467  VERT ORDER  -  FIRST     CLASS II
 RL1467
 RL1467.The horizontal coordinates were scaled from a topographic map and have
 RL1467.an estimated accuracy of +/- 6 seconds.
 RL1467
 RL1467.The orthometric height was determined by differential leveling
 RL1467.and adjusted by the National Geodetic Survey in June 1991..
 RL1467
 RL1467.The geoid height was determined by GEOID03.
 RL1467
 RL1467.The dynamic height is computed by dividing the NAVD 88
 RL1467.geopotential number by the normal gravity value computed on the
 RL1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1467.degrees latitude (g = 980.6199 gals.).
 RL1467
 RL1467.The modeled gravity was interpolated from observed gravity values.
 RL1467
 RL1467;                    North         East    Units  Estimated Accuracy
 RL1467;SPC MI N     -   199,430.    7,902,220.      MT  (+/- 180 meters Scaled)
 RL1467
 RL1467                          SUPERSEDED SURVEY CONTROL
 RL1467
 RL1467.No superseded survey control is available for this station.
 RL1467
 RL1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS022582(NAD 83)
 RL1467_MARKER: I = METAL ROD
 RL1467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1467_SP_SET: STAINLESS STEEL ROD
 RL1467_STAMPING: A 328 1985
 RL1467_MARK LOGO: NGS   
 RL1467_PROJECTION: FLUSH
 RL1467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1467+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1467_ROD/PIPE-DEPTH: 19.5 meters
 RL1467
 RL1467  HISTORY     - Date     Condition        Report By
 RL1467  HISTORY     - 1985     MONUMENTED       NGS
 RL1467  HISTORY     - 19990920 GOOD             USPSQD
 RL1467  HISTORY     - 20000710 GOOD             MIDT
 RL1467
 RL1467                          STATION DESCRIPTION
 RL1467
 RL1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1467'21.7 KM (13.5 MI) EAST FROM COVINGTON.
 RL1467'21.7 KM (13.5 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1467'WITH U.S. HIGHWAY 141 IN COVINGTON, 0.6 KM (0.35 MI) WEST OF THE
 RL1467'INTERSECTION OF THE HIGHWAY AND THE SOO LINE RAILROAD, 51.2 M (168.0
 RL1467'FT) NORTHWEST OF THE NORTHWEST END OF A GUARD RAIL, 31.4 M (103.0 FT)
 RL1467'SOUTHEAST OF THE SOUTH LEG OF UTILITY POLE NUMBER 289, AND 23.4 M
 RL1467'(76.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO
 RL1467'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1467'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL1467'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RL1467
 RL1467                          STATION RECOVERY (1999)
 RL1467
 RL1467'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1467'RECOVERED IN GOOD CONDITION.
 RL1467
 RL1467                          STATION RECOVERY (2000)
 RL1467
 RL1467'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0469 ***********************************************************************
 RK0469  DESIGNATION -  A 329
 RK0469  PID         -  RK0469
 RK0469  STATE/COUNTY-  MI/MARQUETTE
 RK0469  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0469
 RK0469                         *CURRENT SURVEY CONTROL
 RK0469  ___________________________________________________________________
 RK0469* NAD 83(1986)-  46 30 09.     (N)    087 39 53.     (W)     SCALED    
 RK0469* NAVD 88     -       443.006  (meters)    1453.43   (feet)  ADJUSTED  
 RK0469  ___________________________________________________________________
 RK0469  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 RK0469  DYNAMIC HT  -         443.037 (meters)    1453.53  (feet)  COMP
 RK0469  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RK0469
 RK0469  VERT ORDER  -  FIRST     CLASS II
 RK0469
 RK0469.The horizontal coordinates were scaled from a topographic map and have
 RK0469.an estimated accuracy of +/- 6 seconds.
 RK0469
 RK0469.The orthometric height was determined by differential leveling
 RK0469.and adjusted by the National Geodetic Survey in June 1991..
 RK0469
 RK0469.The geoid height was determined by GEOID03.
 RK0469
 RK0469.The dynamic height is computed by dividing the NAVD 88
 RK0469.geopotential number by the normal gravity value computed on the
 RK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0469.degrees latitude (g = 980.6199 gals.).
 RK0469
 RK0469.The modeled gravity was interpolated from observed gravity values.
 RK0469
 RK0469;                    North         East    Units  Estimated Accuracy
 RK0469;SPC MI N     -   191,290.    7,948,980.      MT  (+/- 180 meters Scaled)
 RK0469
 RK0469                          SUPERSEDED SURVEY CONTROL
 RK0469
 RK0469.No superseded survey control is available for this station.
 RK0469
 RK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS489500(NAD 83)
 RK0469_MARKER: DB = BENCH MARK DISK
 RK0469_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0469_SP_SET: BRIDGE ABUTMENT
 RK0469_STAMPING: A 329 1985
 RK0469_MARK LOGO: NGS   
 RK0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0469+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0469
 RK0469  HISTORY     - Date     Condition        Report By
 RK0469  HISTORY     - 1985     MONUMENTED       NGS
 RK0469  HISTORY     - 19990712 GOOD             MIDT
 RK0469  HISTORY     - 19990922 GOOD             USPSQD
 RK0469  HISTORY     - 20041009 GOOD             USPSQD
 RK0469  HISTORY     - 20060718 GOOD             USPSQD
 RK0469
 RK0469                          STATION DESCRIPTION
 RK0469
 RK0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0469'IN ISHPEMING.
 RK0469'IN ISHPEMING, AT THE INTERSECTION OF THE LAKE SUPERIOR AND ISHPEMING
 RK0469'RAILROAD AND THIRD STREET, SET VERTICALLY IN THE WEST FACE OF THE WEST
 RK0469'ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, 121.6 M (398.9 FT)
 RK0469'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF STATE HIGHWAY 28,
 RK0469'6.3 M (20.7 FT) EAST OF THE CENTERLINE OF THE STREET, AND 0.4 M (1.3
 RK0469'FT) SOUTH OF THE NORTH END OF THE ABUTMENT.
 RK0469'THE MARK IS 1.4 M ABOVE THE STREET.
 RK0469
 RK0469                          STATION RECOVERY (1999)
 RK0469
 RK0469'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0469'RECOVERED IN GOOD CONDITION.
 RK0469
 RK0469                          STATION RECOVERY (1999)
 RK0469
 RK0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0469'RECOVERED IN GOOD CONDITION.
 RK0469
 RK0469                          STATION RECOVERY (2004)
 RK0469
 RK0469'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0469'RECOVERED IN GOOD CONDITION.
 RK0469
 RK0469                          STATION RECOVERY (2006)
 RK0469
 RK0469'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0469'MARK IS ON THE WEST FACE OF THE EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5262 ***********************************************************************
 AE5262  DESIGNATION -  A 330 RESET
 AE5262  PID         -  AE5262
 AE5262  STATE/COUNTY-  MI/BERRIEN
 AE5262  USGS QUAD   -  NEW BUFFALO EAST (1970)
 AE5262
 AE5262                         *CURRENT SURVEY CONTROL
 AE5262  ___________________________________________________________________
 AE5262* NAD 83(1986)-  41 47 35.     (N)    086 44 50.     (W)     SCALED    
 AE5262* NAVD 88     -       189.59   (meters)     622.0    (feet)  RESET     
 AE5262  ___________________________________________________________________
 AE5262  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AE5262
 AE5262  VERT ORDER  -  THIRD
 AE5262
 AE5262.The horizontal coordinates were scaled from a topographic map and have
 AE5262.an estimated accuracy of +/- 6 seconds.
 AE5262
 AE5262.The orthometric height was computed from unverified reset data.
 AE5262
 AE5262.The geoid height was determined by GEOID03.
 AE5262
 AE5262;                    North         East    Units  Estimated Accuracy
 AE5262;SPC MI S     -    35,350.    3,802,140.      MT  (+/- 180 meters Scaled)
 AE5262
 AE5262                          SUPERSEDED SURVEY CONTROL
 AE5262
 AE5262.No superseded survey control is available for this station.
 AE5262
 AE5262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM210268(NAD 83)
 AE5262_MARKER: DV = VERTICAL CONTROL DISK
 AE5262_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5262_SP_SET: POST OFFICE FOUNDATION
 AE5262_STAMPING: A 330 RESET 1997
 AE5262_MARK LOGO: NGS   
 AE5262_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5262+STABILITY: SURFACE MOTION
 AE5262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE5262+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5262
 AE5262  HISTORY     - Date     Condition        Report By
 AE5262  HISTORY     - 1997     MONUMENTED       NGS
 AE5262
 AE5262                          STATION DESCRIPTION
 AE5262
 AE5262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RLR)
 AE5262'STATION IS LOCATED IN QUAD.  410864.  IT IS IN THE TOWN OF NEW
 AE5262'BUFFALO, AT THE SOUTHWEST CORNER OF THE POST OFFICE BUILDING, (ZIP
 AE5262'49117), WHICH IS LOCATED AT THE CORNER OF BUFFALO ST AND MAYHEW ST.
 AE5262'DISK IS CEMENTED IN A DRILL HOLE ATOP THE EXTENTION OF THE CONCRETE
 AE5262'FOUNDATION WALL OF THE WEST WALL OF THE LOADING DOCK BY THE RAMP GOING
 AE5262'ONTO THE LOADING DOCK, 56.0 FT (17.1 M) EAST OF THE CENTERLINE OF
 AE5262'MAYHEW ST, 14.6 FT (4.5 M) SOUTH OF THE SOUTH FACE OF THE WALL OF THE
 AE5262'MAIN PART OF THE POST OFFICE BUILDING AND 5.6 FT (1.7 M) WEST OF THE
 AE5262'SOUTHWEST CORNER OF THE LOADING DOCK FOR THE POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1169 ***********************************************************************
 NF1169  DESIGNATION -  A 331
 NF1169  PID         -  NF1169
 NF1169  STATE/COUNTY-  MI/JACKSON
 NF1169  USGS QUAD   -  PARMA (1981)
 NF1169
 NF1169                         *CURRENT SURVEY CONTROL
 NF1169  ___________________________________________________________________
 NF1169* NAD 83(1986)-  42 15 58.     (N)    084 37 13.     (W)     SCALED    
 NF1169* NAVD 88     -       302.677  (meters)     993.03   (feet)  ADJUSTED  
 NF1169  ___________________________________________________________________
 NF1169  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NF1169  DYNAMIC HT  -         302.570 (meters)     992.68  (feet)  COMP
 NF1169  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 NF1169
 NF1169  VERT ORDER  -  FIRST     CLASS II
 NF1169
 NF1169.The horizontal coordinates were scaled from a topographic map and have
 NF1169.an estimated accuracy of +/- 6 seconds.
 NF1169
 NF1169.The orthometric height was determined by differential leveling
 NF1169.and adjusted by the National Geodetic Survey in June 1991..
 NF1169
 NF1169.The geoid height was determined by GEOID03.
 NF1169
 NF1169.The dynamic height is computed by dividing the NAVD 88
 NF1169.geopotential number by the normal gravity value computed on the
 NF1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1169.degrees latitude (g = 980.6199 gals.).
 NF1169
 NF1169.The modeled gravity was interpolated from observed gravity values.
 NF1169
 NF1169;                    North         East    Units  Estimated Accuracy
 NF1169;SPC MI S     -    85,130.    3,979,080.      MT  (+/- 180 meters Scaled)
 NF1169
 NF1169                          SUPERSEDED SURVEY CONTROL
 NF1169
 NF1169  NGVD 29 (01/19/93)  302.799  (m)          993.43   (f) ADJUSTED    1 2
 NF1169
 NF1169.Superseded values are not recommended for survey control.
 NF1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1169.See file dsdata.txt to determine how the superseded data were derived.
 NF1169
 NF1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM962820(NAD 83)
 NF1169_MARKER: DB = BENCH MARK DISK
 NF1169_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1169_SP_SET: BRIDGE ABUTMENT
 NF1169_STAMPING: A 331 1985
 NF1169_MARK LOGO: NGS   
 NF1169_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1169
 NF1169  HISTORY     - Date     Condition        Report By
 NF1169  HISTORY     - 1985     MONUMENTED       NGS
 NF1169  HISTORY     - 19941004 GOOD             LOCENG
 NF1169  HISTORY     - 19971010 GOOD             USPSQD
 NF1169
 NF1169                          STATION DESCRIPTION
 NF1169
 NF1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1169'12.3 KM (7.65 MI) EAST FROM ALBION.
 NF1169'12.3 KM (7.65 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE POST OFFICE
 NF1169'IN ALBION, IN TOP OF AND 2.8 M (9.2 FT) SOUTHEAST OF THE NORTHWEST
 NF1169'CORNER OF THE NORTHWEST ABUTMENT OF THE AVENUE OVERPASS OF INTERSTATE
 NF1169'HIGHWAY 94, AND 5.5 M (18.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 NF1169'AVENUE.
 NF1169'THE MARK IS 0.3 M ABOVE THE AVENUE.
 NF1169
 NF1169                          STATION RECOVERY (1994)
 NF1169
 NF1169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (PVS)
 NF1169'RECOVERED AS DESCRIBED.
 NF1169
 NF1169                          STATION RECOVERY (1997)
 NF1169
 NF1169'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7988 ***********************************************************************
 AH7988  DESIGNATION -  A 332
 AH7988  PID         -  AH7988
 AH7988  STATE/COUNTY-  MI/JACKSON
 AH7988  USGS QUAD   -  JACKSON NORTH (1976)
 AH7988
 AH7988                         *CURRENT SURVEY CONTROL
 AH7988  ___________________________________________________________________
 AH7988* NAD 83(1986)-  42 17 41.     (N)    084 24 49.     (W)     SCALED    
 AH7988* NAVD 88     -       290.755  (meters)     953.92   (feet)  ADJUSTED  
 AH7988  ___________________________________________________________________
 AH7988  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AH7988  DYNAMIC HT  -         290.653 (meters)     953.58  (feet)  COMP
 AH7988  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 AH7988
 AH7988  VERT ORDER  -  FIRST     CLASS II
 AH7988
 AH7988.The horizontal coordinates were scaled from a topographic map and have
 AH7988.an estimated accuracy of +/- 6 seconds.
 AH7988
 AH7988.The orthometric height was determined by differential leveling
 AH7988.and adjusted by the National Geodetic Survey in January 2002..
 AH7988
 AH7988.The geoid height was determined by GEOID03.
 AH7988
 AH7988.The dynamic height is computed by dividing the NAVD 88
 AH7988.geopotential number by the normal gravity value computed on the
 AH7988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7988.degrees latitude (g = 980.6199 gals.).
 AH7988
 AH7988.The modeled gravity was interpolated from observed gravity values.
 AH7988
 AH7988;                    North         East    Units  Estimated Accuracy
 AH7988;SPC MI S     -    88,280.    3,996,130.      MT  (+/- 180 meters Scaled)
 AH7988
 AH7988                          SUPERSEDED SURVEY CONTROL
 AH7988
 AH7988.No superseded survey control is available for this station.
 AH7988
 AH7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM132857(NAD 83)
 AH7988_MARKER: F = FLANGE-ENCASED ROD
 AH7988_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7988_STAMPING: A 332 1992
 AH7988_MARK LOGO: NGS   
 AH7988_PROJECTION: FLUSH
 AH7988_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7988+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AH7988_ROD/PIPE-DEPTH: 3.4  meters
 AH7988
 AH7988  HISTORY     - Date     Condition        Report By
 AH7988  HISTORY     - 1992     MONUMENTED       NGS
 AH7988  HISTORY     - 20000707 GOOD             NGS
 AH7988  HISTORY     - 20010522 GOOD             NGS
 AH7988
 AH7988                          STATION DESCRIPTION
 AH7988
 AH7988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7988'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7988'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 2.5 KM (1.55 MI)
 AH7988'NORTHERLY ALONG LANCING AVENUE, NEAR THE NORTHWEST CORNER OF THE
 AH7988'FIFIELD CEMETERY, 11.2 M (36.7 FT) EAST OF THE AVENUE CENTERLINE, 3.7
 AH7988'M (12.1 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE
 AH7988'LEVEL OF THE AVENUE, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AH7988'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7988
 AH7988                          STATION RECOVERY (2000)
 AH7988
 AH7988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7988'RECOVERED AS DESCRIBED.
 AH7988
 AH7988                          STATION RECOVERY (2001)
 AH7988
 AH7988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH7988'RECOVERED AS DESCRIBED.
 AH7988' 
 AH7988' 
 AH7988'
 AH7988'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7942 ***********************************************************************
 AH7942  DESIGNATION -  A 333
 AH7942  PID         -  AH7942
 AH7942  STATE/COUNTY-  MI/IONIA
 AH7942  USGS QUAD   -  PORTLAND NORTH (1978)
 AH7942
 AH7942                         *CURRENT SURVEY CONTROL
 AH7942  ___________________________________________________________________
 AH7942* NAD 83(1986)-  42 53 13.     (N)    084 55 17.     (W)     SCALED    
 AH7942* NAVD 88     -       219.501  (meters)     720.15   (feet)  ADJUSTED  
 AH7942  ___________________________________________________________________
 AH7942  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AH7942  DYNAMIC HT  -         219.440 (meters)     719.95  (feet)  COMP
 AH7942  MODELED GRAV-     980,340.3   (mgal)                       NAVD 88
 AH7942
 AH7942  VERT ORDER  -  FIRST     CLASS II
 AH7942
 AH7942.The horizontal coordinates were scaled from a topographic map and have
 AH7942.an estimated accuracy of +/- 6 seconds.
 AH7942
 AH7942.The orthometric height was determined by differential leveling
 AH7942.and adjusted by the National Geodetic Survey in January 2002..
 AH7942
 AH7942.The geoid height was determined by GEOID03.
 AH7942
 AH7942.The dynamic height is computed by dividing the NAVD 88
 AH7942.geopotential number by the normal gravity value computed on the
 AH7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7942.degrees latitude (g = 980.6199 gals.).
 AH7942
 AH7942.The modeled gravity was interpolated from observed gravity values.
 AH7942
 AH7942;                    North         East    Units  Estimated Accuracy
 AH7942;SPC MI S     -   154,210.    3,954,690.      MT  (+/- 180 meters Scaled)
 AH7942
 AH7942                          SUPERSEDED SURVEY CONTROL
 AH7942
 AH7942.No superseded survey control is available for this station.
 AH7942
 AH7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN697503(NAD 83)
 AH7942_MARKER: F = FLANGE-ENCASED ROD
 AH7942_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7942_STAMPING: A 333 1992
 AH7942_MARK LOGO: NGS   
 AH7942_PROJECTION: FLUSH
 AH7942_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7942+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 AH7942_ROD/PIPE-DEPTH: 6.2  meters
 AH7942
 AH7942  HISTORY     - Date     Condition        Report By
 AH7942  HISTORY     - 1992     MONUMENTED       NGS
 AH7942  HISTORY     - 19990407 GOOD             NGS
 AH7942
 AH7942                          STATION DESCRIPTION
 AH7942
 AH7942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7942'2.3 KM (1.40 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7942'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , THENCE 0.5
 AH7942'KM (0.30 MI) NORTHERLY ALONG QUARTERLINE STREET, THENCE 1.8 KM (1.10
 AH7942'MI) NORTHERLY ALONG LYONS ROAD, 10.1 M (33.1 FT) EAST OF THE MOST
 AH7942'EASTERLY OF 3 UNDERGROUND CABLE JUNCTION BOXES, 9.4 M (30.8 FT) NORTH
 AH7942'OF AND LEVEL WITH THE ROAD CENTER, 6.3 M (20.7 FT) WEST OF THE CENTER
 AH7942'OF A GRAVELED ROAD, 4.1 M (13.5 FT) NORTHWEST OF A UTILITY POLE WITH A
 AH7942'TRANSFORMER, AND 0.5 M (1.6 FT) SOUTH OF THE SOUTH END OF A FENCE.
 AH7942'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7942
 AH7942                          STATION RECOVERY (1999)
 AH7942
 AH7942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7942'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0491 ***********************************************************************
 NG0491  DESIGNATION -  A 334
 NG0491  PID         -  NG0491
 NG0491  STATE/COUNTY-  MI/VAN BUREN
 NG0491  USGS QUAD   -  BANGOR (1981)
 NG0491
 NG0491                         *CURRENT SURVEY CONTROL
 NG0491  ___________________________________________________________________
 NG0491* NAD 83(1986)-  42 19 35.     (N)    086 04 18.     (W)     SCALED    
 NG0491* NAVD 88     -       214.150  (meters)     702.59   (feet)  ADJUSTED  
 NG0491  ___________________________________________________________________
 NG0491  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NG0491  DYNAMIC HT  -         214.088 (meters)     702.39  (feet)  COMP
 NG0491  MODELED GRAV-     980,328.4   (mgal)                       NAVD 88
 NG0491
 NG0491  VERT ORDER  -  FIRST     CLASS II
 NG0491
 NG0491.The horizontal coordinates were scaled from a topographic map and have
 NG0491.an estimated accuracy of +/- 6 seconds.
 NG0491
 NG0491.The orthometric height was determined by differential leveling
 NG0491.and adjusted by the National Geodetic Survey in June 1991..
 NG0491
 NG0491.The geoid height was determined by GEOID03.
 NG0491
 NG0491.The dynamic height is computed by dividing the NAVD 88
 NG0491.geopotential number by the normal gravity value computed on the
 NG0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0491.degrees latitude (g = 980.6199 gals.).
 NG0491
 NG0491.The modeled gravity was interpolated from observed gravity values.
 NG0491
 NG0491;                    North         East    Units  Estimated Accuracy
 NG0491;SPC MI S     -    93,220.    3,859,480.      MT  (+/- 180 meters Scaled)
 NG0491
 NG0491                          SUPERSEDED SURVEY CONTROL
 NG0491
 NG0491  NGVD 29 (01/19/93)  214.282  (m)          703.02   (f) ADJUSTED    1 2
 NG0491
 NG0491.Superseded values are not recommended for survey control.
 NG0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0491.See file dsdata.txt to determine how the superseded data were derived.
 NG0491
 NG0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM764864(NAD 83)
 NG0491_MARKER: I = METAL ROD
 NG0491_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0491_SP_SET: STAINLESS STEEL ROD
 NG0491_STAMPING: A 334 1985
 NG0491_MARK LOGO: NGS   
 NG0491_PROJECTION: FLUSH
 NG0491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0491_ROD/PIPE-DEPTH: 7.3  meters
 NG0491
 NG0491  HISTORY     - Date     Condition        Report By
 NG0491  HISTORY     - 1985     MONUMENTED       NGS
 NG0491  HISTORY     - 19971010 GOOD             USPSQD
 NG0491
 NG0491                          STATION DESCRIPTION
 NG0491
 NG0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0491'9.3 KM (5.8 MI) SOUTH FROM GRAND JUNCTION.
 NG0491'9.3 KM (5.8 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION WITH
 NG0491'COUNTY ROAD 388 IN GRAND JUNCTION, 1.2 KM (0.75 MI) NORTH OF THE
 NG0491'INTERSECTION OF 28TH AVENUE, 44.5 M (146.0 FT) SOUTH OF THE CENTER OF
 NG0491'A PAVED DRIVEWAY, 28.0 M (91.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 NG0491'OF A HOUSE, 23.6 M (77.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A
 NG0491'HOUSE, 15.0 M (49.2 FT) EAST OF THE CENTERLINE OF THE ROAD, 1.0 M (3.3
 NG0491'FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 25293, AND 0.8 M
 NG0491'(2.6 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NG0491'THROUGH A 5-INCH LOGO CAP.
 NG0491'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST
 NG0491'THE MARK IS 0.3 M BELOW THE ROAD.
 NG0491
 NG0491                          STATION RECOVERY (1997)
 NG0491
 NG0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0467 ***********************************************************************
 NG0467  DESIGNATION -  A 335
 NG0467  PID         -  NG0467
 NG0467  STATE/COUNTY-  MI/BERRIEN
 NG0467  USGS QUAD   -  COLOMA (1978)
 NG0467
 NG0467                         *CURRENT SURVEY CONTROL
 NG0467  ___________________________________________________________________
 NG0467* NAD 83(1994)-  42 08 58.47012(N)    086 22 08.19011(W)     ADJUSTED  
 NG0467* NAVD 88     -       204.853  (meters)     672.09   (feet)  ADJUSTED  
 NG0467  ___________________________________________________________________
 NG0467  X           -     299,937.580 (meters)                     COMP
 NG0467  Y           -  -4,726,485.558 (meters)                     COMP
 NG0467  Z           -   4,258,050.812 (meters)                     COMP
 NG0467  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 NG0467  ELLIP HEIGHT-         171.20  (meters)          (07/17/02) GPS OBS
 NG0467  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NG0467  DYNAMIC HT  -         204.786 (meters)     671.87  (feet)  COMP
 NG0467  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 NG0467
 NG0467  HORZ ORDER  -  FIRST
 NG0467  VERT ORDER  -  FIRST     CLASS II
 NG0467  ELLP ORDER  -  FOURTH    CLASS I
 NG0467
 NG0467.The horizontal coordinates were established by GPS observations
 NG0467.and adjusted by the National Geodetic Survey in February 1997..
 NG0467
 NG0467.The orthometric height was determined by differential leveling
 NG0467.and adjusted by the National Geodetic Survey in June 1991..
 NG0467
 NG0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0467
 NG0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0467
 NG0467.The ellipsoidal height was determined by GPS observations
 NG0467.and is referenced to NAD 83.
 NG0467
 NG0467.The geoid height was determined by GEOID03.
 NG0467
 NG0467.The dynamic height is computed by dividing the NAVD 88
 NG0467.geopotential number by the normal gravity value computed on the
 NG0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0467.degrees latitude (g = 980.6199 gals.).
 NG0467
 NG0467.The modeled gravity was interpolated from observed gravity values.
 NG0467
 NG0467;                    North         East     Units Scale Factor Converg.
 NG0467;SPC MI S     -    74,121.976 3,834,516.529   MT  0.99998863   -1 21 45.4
 NG0467;SPC MI S     -   243,182.34 12,580,434.81   iFT  0.99998863   -1 21 45.4
 NG0467;UTM  16      - 4,666,576.280   552,140.284   MT  0.99963345   +0 25 24.6
 NG0467
 NG0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0467!SPC MI S     -   0.99997315  x   0.99998863  =   0.99996178
 NG0467!UTM  16      -   0.99997315  x   0.99963345  =   0.99960661
 NG0467
 NG0467                          SUPERSEDED SURVEY CONTROL
 NG0467
 NG0467  ELLIP H (02/03/97)  171.22   (m)                       GP(       ) 4 1
 NG0467  NAD 83(1994)-  42 08 58.47167(N)    086 22 08.20013(W) AD(       ) 1
 NG0467  NAVD 88 (12/16/94)  204.85   (m)          672.1    (f) LEVELING    3  
 NG0467  NGVD 29 (01/19/93)  205.006  (m)          672.59   (f) ADJUSTED    1 2
 NG0467
 NG0467.Superseded values are not recommended for survey control.
 NG0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0467.See file dsdata.txt to determine how the superseded data were derived.
 NG0467
 NG0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5214066576(NAD 83)
 NG0467_MARKER: DV = VERTICAL CONTROL DISK
 NG0467_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0467_SP_SET: BRIDGE ABUTMENT
 NG0467_STAMPING: A 335 1985
 NG0467_MARK LOGO: NGS   
 NG0467_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0467+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 NG0467
 NG0467  HISTORY     - Date     Condition        Report By
 NG0467  HISTORY     - 1985     MONUMENTED       NGS
 NG0467  HISTORY     - 19930929 GOOD             MIDT
 NG0467  HISTORY     - 20001019 GOOD             MI-159
 NG0467  HISTORY     - 20050417 GOOD             INDIV
 NG0467
 NG0467                          STATION DESCRIPTION
 NG0467
 NG0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0467'10.8 KM (6.7 MI) NE FROM ST JOSEPH.
 NG0467'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0467'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG FAIR
 NG0467'STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD, THENCE
 NG0467'5.7 KM (3.55 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, IN TOP OF AND
 NG0467'4.0 M (13.1 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE ABUTMENT
 NG0467'OF THE HIGHWAY OVERPASS OF U.S. HIGHWAY 31, 22.8 M (74.8 FT) WEST OF
 NG0467'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE U.S. HIGHWAY, AND 8.0 M
 NG0467'(26.2 FT) NORTH OF THE CENTERLINE OF RED ARROW HIGHWAY.
 NG0467'THE MARK IS 0.3 M ABOVE RED ARROW HIGHWAY.
 NG0467
 NG0467                          STATION RECOVERY (1993)
 NG0467
 NG0467'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0467'STATION IS LOCATED IN QUAD 420862 ON THE COLOMA QUADRANGLE MAP. IT IS
 NG0467'IN THE SOUTHWEST 1/4 SECTION 2, T-4-S, R-18-W, OF BENTON TOWNSHIP.
 NG0467'ABOUT 6.0 MILES NORTHEAST FROM BENTON HARBOR, 3.5 MILES SOUTHWEST FROM
 NG0467'COLOMA, AND 3.0 MILES SOUTH FROM RIVERSIDE. TO REACH FROM THE POST
 NG0467'OFFICE IN ST. JOSEPH, GO EAST ALONG INTERSTATE 94 BUSINESS ROUTE FOR
 NG0467'2.35 MILES TO TERRITORIAL ROAD. GO EAST ALONG TERRITORIAL ROAD FOR 0.7
 NG0467'MILE TO RED ARROW HIGHWAY. GO EAST ALONG RED ARROW HIGHWAY FOR 3.5
 NG0467'MILES TO STATION ON THE LEFT AS DESCRIBED. STATION IS 58.0 FEET
 NG0467'NORTHEAST FROM NORTHEAST CORNER OF CATCH BASIN RIM, 48.6 FEET NORTH
 NG0467'FROM NORTH FACE OF BARRIER WALL, 22.0 FEET NORTHEAST FROM NORTHEAST
 NG0467'CORNER OF ANOTHER CATCH BASIN RIM, AND 2.2 FEET NORTHEAST FROM NORTH
 NG0467'FACE OF ANOTHER BARRIER WALL.
 NG0467
 NG0467                          STATION RECOVERY (2000)
 NG0467
 NG0467'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0467'MARKER IS IN THE TOP OF THE NORTH WEST WING WALL OF RED ARROW HWY
 NG0467'BRIDGE OVER I-196 HWY AT INTERCHANGE OF NW COR OF BRIDGE. A-335 IS
 NG0467'PAINTED ON THE BRIDGE RAIL.
 NG0467
 NG0467                          STATION RECOVERY (2005)
 NG0467
 NG0467'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BPL)
 NG0467'RECOVERED BY WIGHTMAN AND ASSOCIATES, INC. IN 2005.  POINT IS SUITABLE
 NG0467'FOR GPS OBSERVATIONS. A DIFFICULT TRIPOD SETUP IS REQUIRED AS THE
 NG0467'POINT IS ON TOP OF ABUTMENT WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1199 ***********************************************************************
 NF1199  DESIGNATION -  A 336
 NF1199  PID         -  NF1199
 NF1199  STATE/COUNTY-  MI/CALHOUN
 NF1199  USGS QUAD   -  AUGUSTA (1985)
 NF1199
 NF1199                         *CURRENT SURVEY CONTROL
 NF1199  ___________________________________________________________________
 NF1199* NAD 83(1994)-  42 19 13.04679(N)    085 15 32.02635(W)     ADJUSTED  
 NF1199* NAVD 88     -       278.075  (meters)     912.32   (feet)  ADJUSTED  
 NF1199  ___________________________________________________________________
 NF1199  X           -     390,397.197 (meters)                     COMP
 NF1199  Y           -  -4,707,139.166 (meters)                     COMP
 NF1199  Z           -   4,272,140.604 (meters)                     COMP
 NF1199  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NF1199  ELLIP HEIGHT-         244.73  (meters)          (07/17/02) GPS OBS
 NF1199  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NF1199  DYNAMIC HT  -         277.988 (meters)     912.03  (feet)  COMP
 NF1199  MODELED GRAV-     980,302.1   (mgal)                       NAVD 88
 NF1199
 NF1199  HORZ ORDER  -  FIRST
 NF1199  VERT ORDER  -  FIRST     CLASS II
 NF1199  ELLP ORDER  -  FOURTH    CLASS I
 NF1199
 NF1199.The horizontal coordinates were established by GPS observations
 NF1199.and adjusted by the National Geodetic Survey in February 1997..
 NF1199
 NF1199.The orthometric height was determined by differential leveling
 NF1199.and adjusted by the National Geodetic Survey in June 1991..
 NF1199
 NF1199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1199
 NF1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1199
 NF1199.The ellipsoidal height was determined by GPS observations
 NF1199.and is referenced to NAD 83.
 NF1199
 NF1199.The geoid height was determined by GEOID03.
 NF1199
 NF1199.The dynamic height is computed by dividing the NAVD 88
 NF1199.geopotential number by the normal gravity value computed on the
 NF1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1199.degrees latitude (g = 980.6199 gals.).
 NF1199
 NF1199.The modeled gravity was interpolated from observed gravity values.
 NF1199
 NF1199;                    North         East     Units Scale Factor Converg.
 NF1199;SPC MI S     -    91,506.011 3,926,454.636   MT  0.99995513   -0 36 25.9
 NF1199;SPC MI S     -   300,216.57 12,882,069.02   iFT  0.99995513   -0 36 25.9
 NF1199;UTM  16      - 4,686,806.644   643,470.826   MT  0.99985327   +1 10 20.8
 NF1199
 NF1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1199!SPC MI S     -   0.99996162  x   0.99995513  =   0.99991675
 NF1199!UTM  16      -   0.99996162  x   0.99985327  =   0.99981489
 NF1199
 NF1199                          SUPERSEDED SURVEY CONTROL
 NF1199
 NF1199  ELLIP H (02/03/97)  244.74   (m)                       GP(       ) 4 1
 NF1199  NAD 83(1986)-  42 19 13.04699(N)    085 15 32.04031(W) AD(       ) 1
 NF1199  NGVD 29 (01/19/93)  278.206  (m)          912.75   (f) ADJUSTED    1 2
 NF1199
 NF1199.Superseded values are not recommended for survey control.
 NF1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1199.See file dsdata.txt to determine how the superseded data were derived.
 NF1199
 NF1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4347186807(NAD 83)
 NF1199_MARKER: I = METAL ROD
 NF1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1199_SP_SET: STAINLESS STEEL ROD
 NF1199_STAMPING: A 336 1985
 NF1199_MARK LOGO: NGS   
 NF1199_PROJECTION: FLUSH
 NF1199_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1199+STABILITY: POSITION/ELEVATION WELL
 NF1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1199+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2005
 NF1199_ROD/PIPE-DEPTH: 30.5 meters
 NF1199
 NF1199  HISTORY     - Date     Condition        Report By
 NF1199  HISTORY     - 1985     MONUMENTED       NGS
 NF1199  HISTORY     - 19920707 GOOD             HOLDEN
 NF1199  HISTORY     - 19970308 GOOD             USPSQD
 NF1199  HISTORY     - 20011128 GOOD             NGS
 NF1199  HISTORY     - 20031018 GOOD             USPSQD
 NF1199  HISTORY     - 20050209 GOOD             INDIV
 NF1199
 NF1199                          STATION DESCRIPTION
 NF1199
 NF1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1199'IN BATTLE CREEK.
 NF1199'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NF1199'IN BATTLE CREEK, AT THE INTERSECTION OF DICKMAN ROAD AND INTERSTATE
 NF1199'HIGHWAY 94 BUSINESS, 34.9 M (114.5 FT) SOUTHWEST OF THE CENTERLINE OF
 NF1199'THE EAST BOUND LANES OF THE ROAD, 9.0 M (29.5 FT) NORTHWEST OF THE
 NF1199'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 NF1199'SOUTHWEST OF A LIGHT POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 NF1199'A 5-INCH LOGO CAP.
 NF1199'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NF1199
 NF1199                          STATION RECOVERY (1992)
 NF1199
 NF1199'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1199'STATION IS LOCATED ABOUT 4 MILES NORTH NORTHWEST OF THE I-94
 NF1199'INTERCHANGE WITH HELMER ROAD, 4 MILES NORTHEAST OF THE I-94
 NF1199'INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK ROAD.  IT IS IN THE
 NF1199'NORTHWEST PART OF THE CITY OF BATTLE CREEK AT THE INTERSECTION OF
 NF1199'DICKMAN ROAD (ALSO M-96) AND SKYLINE DRIVE. IT IS IN THE SE 1/4 OF
 NF1199'SECTION 5 T2S,R8W, BATTLE CREEK TOWNSHIP, IN QUAD 42085212. IT CAN BE
 NF1199'PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK.
 NF1199'TO REACH FROM THE I-94 INTERCHANGE WITH CLIMAX AND BATTLE CREEK ROAD,
 NF1199'GO NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH
 NF1199'COLUMBIA AVENUE, BEAR LEFT AND GO NORTH ON SKYLINE DRIVE FOR 2.5 MI
 NF1199'(4.0 KM) TO DICKMAN ROAD AND THE STATION ON THE LEFT IN THE SOUTHWEST
 NF1199'QUADRANT AS DESCRIBED.
 NF1199'STATION IS 0.6 M (2.0 FT) SOUTHWEST OF A UTILITY POLE, 15.3 FT
 NF1199'(4.7 M) NORTHWEST FROM THE SOUTH END OF THE CURB, 9.0 M (29.5 FT)
 NF1199'SOUTHWEST OF THE SOUTH BOUND LANES OF SKYLINE FRIVE, 80.0 FT (24.4 M)
 NF1199'NORTHEAST FROM A UTILITY POLE, 34.9 M (114.5 FT) SOUTHWEST FROM THE
 NF1199'CENTER OF THE EAST BOUND LANES OF DICKMAN ROAD AND 0.3 M (1.0 FT) NE
 NF1199'FROM A CARSONITE WITNESS POST.  ACCESS TO THE DATUM POINT IS THROUGH
 NF1199'A 5-INCH LOGO CAP.
 NF1199
 NF1199                          STATION RECOVERY (1997)
 NF1199
 NF1199'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2001)
 NF1199
 NF1199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1199'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1199
 NF1199                          STATION RECOVERY (2003)
 NF1199
 NF1199'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1199'RECOVERED IN GOOD CONDITION.
 NF1199
 NF1199                          STATION RECOVERY (2005)
 NF1199
 NF1199'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLW)
 NF1199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1032 ***********************************************************************
 NE1032  DESIGNATION -  A 337
 NE1032  PID         -  NE1032
 NE1032  STATE/COUNTY-  MI/WASHTENAW
 NE1032  USGS QUAD   -  YPSILANTI EAST (1983)
 NE1032
 NE1032                         *CURRENT SURVEY CONTROL
 NE1032  ___________________________________________________________________
 NE1032* NAD 83(1986)-  42 13 52.     (N)    083 34 57.     (W)     SCALED    
 NE1032* NAVD 88     -       227.688  (meters)     747.01   (feet)  ADJUSTED  
 NE1032  ___________________________________________________________________
 NE1032  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NE1032  DYNAMIC HT  -         227.617 (meters)     746.77  (feet)  COMP
 NE1032  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NE1032
 NE1032  VERT ORDER  -  FIRST     CLASS II
 NE1032
 NE1032.The horizontal coordinates were scaled from a topographic map and have
 NE1032.an estimated accuracy of +/- 6 seconds.
 NE1032
 NE1032.The orthometric height was determined by differential leveling
 NE1032.and adjusted by the National Geodetic Survey in June 1991..
 NE1032
 NE1032.The geoid height was determined by GEOID03.
 NE1032
 NE1032.The dynamic height is computed by dividing the NAVD 88
 NE1032.geopotential number by the normal gravity value computed on the
 NE1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1032.degrees latitude (g = 980.6199 gals.).
 NE1032
 NE1032.The modeled gravity was interpolated from observed gravity values.
 NE1032
 NE1032;                    North         East    Units  Estimated Accuracy
 NE1032;SPC MI S     -    81,510.    4,064,730.      MT  (+/- 180 meters Scaled)
 NE1032
 NE1032                          SUPERSEDED SURVEY CONTROL
 NE1032
 NE1032  NGVD 29 (01/19/93)  227.816  (m)          747.43   (f) ADJUSTED    1 2
 NE1032
 NE1032.Superseded values are not recommended for survey control.
 NE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1032.See file dsdata.txt to determine how the superseded data were derived.
 NE1032
 NE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG868786(NAD 83)
 NE1032_MARKER: DB = BENCH MARK DISK
 NE1032_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1032_SP_SET: PIER
 NE1032_STAMPING: A 337 1985
 NE1032_MARK LOGO: NGS   
 NE1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1032+STABILITY: POSITION/ELEVATION WELL
 NE1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1032+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2003
 NE1032
 NE1032  HISTORY     - Date     Condition        Report By
 NE1032  HISTORY     - 1985     MONUMENTED       NGS
 NE1032  HISTORY     - 20031020 GOOD             INDIV
 NE1032  HISTORY     - 20050908 GOOD             INDIV
 NE1032
 NE1032                          STATION DESCRIPTION
 NE1032
 NE1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1032'18.4 KM (11.45 MI) EAST FROM ANN ARBOR.
 NE1032'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1032'HURON STREET IN ANN ARBOR, THENCE 13.5 KM (8.4 MI) EASTERLY ALONG
 NE1032'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE EAST FACE OF THE MOST
 NE1032'EASTERLY 1 OF 4 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 NE1032'OF HARRIS ROAD OVERPASS OF THE HIGHWAY, AND 13.4 M (44.0 FT) SOUTH OF
 NE1032'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 NE1032'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1032
 NE1032                          STATION RECOVERY (2003)
 NE1032
 NE1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE1032'RECOVERED IN GOOD CONDITION.
 NE1032
 NE1032                          STATION RECOVERY (2005)
 NE1032
 NE1032'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SFS)
 NE1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1006 ***********************************************************************
 NE1006  DESIGNATION -  A 338
 NE1006  PID         -  NE1006
 NE1006  STATE/COUNTY-  MI/WAYNE
 NE1006  USGS QUAD   -  DEARBORN (1983)
 NE1006
 NE1006                         *CURRENT SURVEY CONTROL
 NE1006  ___________________________________________________________________
 NE1006* NAD 83(1986)-  42 16 59.     (N)    083 08 54.     (W)     SCALED    
 NE1006* NAVD 88     -       178.747  (meters)     586.44   (feet)  ADJUSTED  
 NE1006  ___________________________________________________________________
 NE1006  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1006  DYNAMIC HT  -         178.693 (meters)     586.26  (feet)  COMP
 NE1006  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NE1006
 NE1006  VERT ORDER  -  FIRST     CLASS II
 NE1006
 NE1006.The horizontal coordinates were scaled from a topographic map and have
 NE1006.an estimated accuracy of +/- 6 seconds.
 NE1006
 NE1006.The orthometric height was determined by differential leveling
 NE1006.and adjusted by the National Geodetic Survey in June 1991..
 NE1006
 NE1006.The geoid height was determined by GEOID03.
 NE1006
 NE1006.The dynamic height is computed by dividing the NAVD 88
 NE1006.geopotential number by the normal gravity value computed on the
 NE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1006.degrees latitude (g = 980.6199 gals.).
 NE1006
 NE1006.The modeled gravity was interpolated from observed gravity values.
 NE1006
 NE1006;                    North         East    Units  Estimated Accuracy
 NE1006;SPC MI S     -    87,710.    4,100,480.      MT  (+/- 180 meters Scaled)
 NE1006
 NE1006                          SUPERSEDED SURVEY CONTROL
 NE1006
 NE1006  NGVD 29 (01/19/93)  178.911  (m)          586.98   (f) ADJUSTED    1 2
 NE1006
 NE1006.Superseded values are not recommended for survey control.
 NE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1006.See file dsdata.txt to determine how the superseded data were derived.
 NE1006
 NE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG228834(NAD 83)
 NE1006_MARKER: DB = BENCH MARK DISK
 NE1006_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1006_SP_SET: PIER
 NE1006_STAMPING: A 338 1985
 NE1006_MARK LOGO: NGS   
 NE1006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1006+STABILITY: POSITION/ELEVATION WELL
 NE1006
 NE1006  HISTORY     - Date     Condition        Report By
 NE1006  HISTORY     - 1985     MONUMENTED       NGS
 NE1006
 NE1006                          STATION DESCRIPTION
 NE1006
 NE1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1006'IN DETROIT.
 NE1006'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND PLEASANT
 NE1006'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST NORTHWESTERLY
 NE1006'1 OF 8 COLUMNS OF THE FIRST PIER SOUTHWEST OF THE AVENUE OF THE
 NE1006'HIGHWAY OVERPASS OF THE AVENUE, 17.1 M (56.1 FT) NORTHWEST OF THE
 NE1006'CENTER OF THE HIGHWAY, AND 12.0 M (39.4 FT) SOUTHWEST OF THE CENTER OF
 NE1006'THE AVENUE.
 NE1006'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0722 ***********************************************************************
 RJ0722  DESIGNATION -  A 339
 RJ0722  PID         -  RJ0722
 RJ0722  STATE/COUNTY-  MI/CHIPPEWA
 RJ0722  USGS QUAD   -  MUNUSCONG (1976)
 RJ0722
 RJ0722                         *CURRENT SURVEY CONTROL
 RJ0722  ___________________________________________________________________
 RJ0722* NAD 83(1986)-  46 09 29.     (N)    084 14 16.     (W)     SCALED    
 RJ0722* NAVD 88     -       191.512  (meters)     628.32   (feet)  ADJUSTED  
 RJ0722  ___________________________________________________________________
 RJ0722  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 RJ0722  DYNAMIC HT  -         191.519 (meters)     628.34  (feet)  COMP
 RJ0722  MODELED GRAV-     980,651.0   (mgal)                       NAVD 88
 RJ0722
 RJ0722  VERT ORDER  -  SECOND    CLASS I
 RJ0722
 RJ0722.The horizontal coordinates were scaled from a topographic map and have
 RJ0722.an estimated accuracy of +/- 6 seconds.
 RJ0722
 RJ0722.The orthometric height was determined by differential leveling
 RJ0722.and adjusted by the National Geodetic Survey in June 1991..
 RJ0722
 RJ0722.The geoid height was determined by GEOID03.
 RJ0722
 RJ0722.The dynamic height is computed by dividing the NAVD 88
 RJ0722.geopotential number by the normal gravity value computed on the
 RJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0722.degrees latitude (g = 980.6199 gals.).
 RJ0722
 RJ0722.The modeled gravity was interpolated from observed gravity values.
 RJ0722
 RJ0722;                    North         East    Units  Estimated Accuracy
 RJ0722;SPC MI N     -   156,510.    8,213,300.      MT  (+/- 180 meters Scaled)
 RJ0722
 RJ0722                          SUPERSEDED SURVEY CONTROL
 RJ0722
 RJ0722.No superseded survey control is available for this station.
 RJ0722
 RJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS132153(NAD 83)
 RJ0722_MARKER: DB = BENCH MARK DISK
 RJ0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0722_SP_SET: STAINLESS STEEL ROD
 RJ0722_STAMPING: A 339 1986
 RJ0722_MARK LOGO: NOS   
 RJ0722_PROJECTION: FLUSH
 RJ0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0722_ROD/PIPE-DEPTH: 3.6  meters
 RJ0722
 RJ0722  HISTORY     - Date     Condition        Report By
 RJ0722  HISTORY     - 1986     MONUMENTED       NOS
 RJ0722  HISTORY     - 1986     GOOD             NOS
 RJ0722
 RJ0722                          STATION DESCRIPTION
 RJ0722
 RJ0722'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0722'9.5 KM (5.9 MI) EAST FROM PICKFORD.
 RJ0722'9.5 KM (5.9 MI) EASTERLY ALONG GOGOMAN ROAD FROM THE POST OFFICE IN
 RJ0722'PICKFORD, 18.1 M (59.4 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 RJ0722'ESSENBERGS MOBIL HOME, 6.8 M (22.3 FT) NORTH-NORTHWEST OF UTILITY POLE
 RJ0722'NUMBER PD2557, AND 6.2 M (20.3 FT) SOUTH OF THE ROAD CENTERLINE.
 RJ0722
 RJ0722                          STATION RECOVERY (1986)
 RJ0722
 RJ0722'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5066 ***********************************************************************
 AA5066  DESIGNATION -  A 340
 AA5066  PID         -  AA5066
 AA5066  STATE/COUNTY-  MI/OSCEOLA
 AA5066  USGS QUAD   -  REED CITY NORTH (1987)
 AA5066
 AA5066                         *CURRENT SURVEY CONTROL
 AA5066  ___________________________________________________________________
 AA5066* NAD 83(1986)-  43 53 14.     (N)    085 32 33.     (W)     SCALED    
 AA5066* NAVD 88     -       341.946  (meters)    1121.87   (feet)  ADJUSTED  
 AA5066  ___________________________________________________________________
 AA5066  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 AA5066  DYNAMIC HT  -         341.892 (meters)    1121.69  (feet)  COMP
 AA5066  MODELED GRAV-     980,449.9   (mgal)                       NAVD 88
 AA5066
 AA5066  VERT ORDER  -  FIRST     CLASS II
 AA5066
 AA5066.The horizontal coordinates were scaled from a topographic map and have
 AA5066.an estimated accuracy of +/- 6 seconds.
 AA5066
 AA5066.The orthometric height was determined by differential leveling
 AA5066.and adjusted by the National Geodetic Survey in January 2002..
 AA5066
 AA5066.The geoid height was determined by GEOID03.
 AA5066
 AA5066.The dynamic height is computed by dividing the NAVD 88
 AA5066.geopotential number by the normal gravity value computed on the
 AA5066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5066.degrees latitude (g = 980.6199 gals.).
 AA5066
 AA5066.The modeled gravity was interpolated from observed gravity values.
 AA5066
 AA5066;                    North         East    Units  Estimated Accuracy
 AA5066;SPC MI C     -    64,090.    5,905,510.      MT  (+/- 180 meters Scaled)
 AA5066
 AA5066                          SUPERSEDED SURVEY CONTROL
 AA5066
 AA5066.No superseded survey control is available for this station.
 AA5066
 AA5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP170603(NAD 83)
 AA5066_MARKER: I = METAL ROD
 AA5066_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5066_STAMPING: A 340 1992
 AA5066_MARK LOGO: NGS   
 AA5066_PROJECTION: FLUSH
 AA5066_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5066+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AA5066_ROD/PIPE-DEPTH: 17.0 meters
 AA5066
 AA5066  HISTORY     - Date     Condition        Report By
 AA5066  HISTORY     - 1992     MONUMENTED       NGS
 AA5066  HISTORY     - 20051024 GOOD             USPSQD
 AA5066
 AA5066                          STATION DESCRIPTION
 AA5066
 AA5066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5066'1.2 M (3.9 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5066'U.S. HIGHWAY 131 IN REED CITY, 37.3 M (122.4 FT) EAST OF THE CENTER OF
 AA5066'230TH AVENUE, 15.7 M (51.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.5 M
 AA5066'(1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) NORTHWEST OF A
 AA5066'FENCE CORNER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE.
 AA5066'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5066
 AA5066                          STATION RECOVERY (2005)
 AA5066
 AA5066'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AA5066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7866 ***********************************************************************
 AH7866  DESIGNATION -  A 341
 AH7866  PID         -  AH7866
 AH7866  STATE/COUNTY-  MI/OSCEOLA
 AH7866  USGS QUAD   -  REED CITY SOUTH (1987)
 AH7866
 AH7866                         *CURRENT SURVEY CONTROL
 AH7866  ___________________________________________________________________
 AH7866* NAD 83(1986)-  43 51 55.     (N)    085 30 36.     (W)     SCALED    
 AH7866* NAVD 88     -       323.615  (meters)    1061.73   (feet)  ADJUSTED  
 AH7866  ___________________________________________________________________
 AH7866  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 AH7866  DYNAMIC HT  -         323.563 (meters)    1061.56  (feet)  COMP
 AH7866  MODELED GRAV-     980,448.9   (mgal)                       NAVD 88
 AH7866
 AH7866  VERT ORDER  -  FIRST     CLASS II
 AH7866
 AH7866.The horizontal coordinates were scaled from a topographic map and have
 AH7866.an estimated accuracy of +/- 6 seconds.
 AH7866
 AH7866.The orthometric height was determined by differential leveling
 AH7866.and adjusted by the National Geodetic Survey in January 2002..
 AH7866
 AH7866.The geoid height was determined by GEOID03.
 AH7866
 AH7866.The dynamic height is computed by dividing the NAVD 88
 AH7866.geopotential number by the normal gravity value computed on the
 AH7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7866.degrees latitude (g = 980.6199 gals.).
 AH7866
 AH7866.The modeled gravity was interpolated from observed gravity values.
 AH7866
 AH7866;                    North         East    Units  Estimated Accuracy
 AH7866;SPC MI C     -    61,610.    5,908,090.      MT  (+/- 180 meters Scaled)
 AH7866
 AH7866                          SUPERSEDED SURVEY CONTROL
 AH7866
 AH7866.No superseded survey control is available for this station.
 AH7866
 AH7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP197579(NAD 83)
 AH7866_MARKER: I = METAL ROD
 AH7866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7866_STAMPING: A 341 1992
 AH7866_MARK LOGO: NGS   
 AH7866_PROJECTION: FLUSH
 AH7866_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7866+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AH7866_ROD/PIPE-DEPTH: 12.1 meters
 AH7866
 AH7866  HISTORY     - Date     Condition        Report By
 AH7866  HISTORY     - 1992     MONUMENTED       NGS
 AH7866  HISTORY     - 20051024 GOOD             USPSQD
 AH7866
 AH7866                          STATION DESCRIPTION
 AH7866
 AH7866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7866'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7866'IN REED CITY, THENCE 1.2 KM (0.75 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7866'131 BUSINESS, 21.7 M (71.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 AH7866'THE ST.  PHILLIP CATHOLIC SCHOOL, 14.3 M (46.9 FT) NORTH OF THE CENTER
 AH7866'OF A PAVED ROAD, 13.0 M (42.7 FT) WEST OF THE HIGHWAY CENTERLINE, 4.2
 AH7866'M (13.8 FT) WEST OF A UTILITY POLE WITH 2 GUY WIRES, 0.5 M (1.6 FT)
 AH7866'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH7866'TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7866
 AH7866                          STATION RECOVERY (2005)
 AH7866
 AH7866'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AH7866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7893 ***********************************************************************
 AH7893  DESIGNATION -  A 342
 AH7893  PID         -  AH7893
 AH7893  STATE/COUNTY-  MI/MECOSTA
 AH7893  USGS QUAD   -  MECOSTA (1979)
 AH7893
 AH7893                         *CURRENT SURVEY CONTROL
 AH7893  ___________________________________________________________________
 AH7893* NAD 83(1986)-  43 35 44.     (N)    085 08 26.     (W)     SCALED    
 AH7893* NAVD 88     -       317.564  (meters)    1041.87   (feet)  ADJUSTED  
 AH7893  ___________________________________________________________________
 AH7893  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AH7893  DYNAMIC HT  -         317.506 (meters)    1041.68  (feet)  COMP
 AH7893  MODELED GRAV-     980,427.5   (mgal)                       NAVD 88
 AH7893
 AH7893  VERT ORDER  -  FIRST     CLASS II
 AH7893
 AH7893.The horizontal coordinates were scaled from a topographic map and have
 AH7893.an estimated accuracy of +/- 6 seconds.
 AH7893
 AH7893.The orthometric height was determined by differential leveling
 AH7893.and adjusted by the National Geodetic Survey in January 2002..
 AH7893
 AH7893.The geoid height was determined by GEOID03.
 AH7893
 AH7893.The dynamic height is computed by dividing the NAVD 88
 AH7893.geopotential number by the normal gravity value computed on the
 AH7893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7893.degrees latitude (g = 980.6199 gals.).
 AH7893
 AH7893.The modeled gravity was interpolated from observed gravity values.
 AH7893
 AH7893;                    North         East    Units  Estimated Accuracy
 AH7893;SPC MI S     -   233,070.    3,937,510.      MT  (+/- 180 meters Scaled)
 AH7893
 AH7893                          SUPERSEDED SURVEY CONTROL
 AH7893
 AH7893.No superseded survey control is available for this station.
 AH7893
 AH7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP500286(NAD 83)
 AH7893_MARKER: DV = VERTICAL CONTROL DISK
 AH7893_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AH7893_SP_SET: BUILDING
 AH7893_STAMPING: A 342 1992
 AH7893_MARK LOGO: NGS   
 AH7893_PROJECTION: FLUSH
 AH7893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7893+STABILITY: POSITION/ELEVATION WELL
 AH7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7893+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7893
 AH7893  HISTORY     - Date     Condition        Report By
 AH7893  HISTORY     - 1992     MONUMENTED       NGS
 AH7893
 AH7893                          STATION DESCRIPTION
 AH7893
 AH7893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7893'0.7 KM (0.45 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7893'IN REMUS, SET VERTICALLY IN THE EAST FACE OF THE CHIPPEWA JUNIOR HIGH
 AH7893'SCHOOL, 75.2 M (246.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 3.7 M (12.1
 AH7893'FT) NORTH OF THE SOUTHEAST CORNER OF THE NORTHEAST WING OF THE
 AH7893'BUILDING, AND 1.3 M (4.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8073 ***********************************************************************
 AA8073  CBN         -  This is a Cooperative Base Network Control Station.
 AA8073  DESIGNATION -  A 343
 AA8073  PID         -  AA8073
 AA8073  STATE/COUNTY-  MI/MONTCALM
 AA8073  USGS QUAD   -  STANTON (1982)
 AA8073
 AA8073                         *CURRENT SURVEY CONTROL
 AA8073  ___________________________________________________________________
 AA8073* NAD 83(1994)-  43 21 00.56137(N)    085 02 39.11859(W)     ADJUSTED  
 AA8073* NAVD 88     -       289.812  (meters)     950.82   (feet)  ADJUSTED  
 AA8073  ___________________________________________________________________
 AA8073  X           -     401,313.852 (meters)                     COMP
 AA8073  Y           -  -4,628,156.546 (meters)                     COMP
 AA8073  Z           -   4,356,047.476 (meters)                     COMP
 AA8073  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA8073  ELLIP HEIGHT-         257.25  (meters)          (07/12/02) GPS OBS
 AA8073  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AA8073  DYNAMIC HT  -         289.758 (meters)     950.65  (feet)  COMP
 AA8073  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 AA8073
 AA8073  HORZ ORDER  -  B
 AA8073  VERT ORDER  -  FIRST     CLASS II
 AA8073  ELLP ORDER  -  FOURTH    CLASS II
 AA8073
 AA8073.The horizontal coordinates were established by GPS observations
 AA8073.and adjusted by the National Geodetic Survey in September 1995..
 AA8073
 AA8073.The orthometric height was determined by differential leveling
 AA8073.and adjusted by the National Geodetic Survey in January 2002..
 AA8073
 AA8073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8073
 AA8073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8073
 AA8073.The ellipsoidal height was determined by GPS observations
 AA8073.and is referenced to NAD 83.
 AA8073
 AA8073.The geoid height was determined by GEOID03.
 AA8073
 AA8073.The dynamic height is computed by dividing the NAVD 88
 AA8073.geopotential number by the normal gravity value computed on the
 AA8073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8073.degrees latitude (g = 980.6199 gals.).
 AA8073
 AA8073.The modeled gravity was interpolated from observed gravity values.
 AA8073
 AA8073;                    North         East     Units Scale Factor Converg.
 AA8073;SPC MI S     -   205,735.484 3,945,071.961   MT  0.99993979   -0 27 39.9
 AA8073;SPC MI S     -   674,985.18 12,943,149.48   iFT  0.99993979   -0 27 39.9
 AA8073;UTM  16      - 4,801,557.681   658,507.672   MT  0.99990907   +1 20 34.3
 AA8073
 AA8073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8073!SPC MI S     -   0.99995966  x   0.99993979  =   0.99989945
 AA8073!UTM  16      -   0.99995966  x   0.99990907  =   0.99986873
 AA8073
 AA8073                          SUPERSEDED SURVEY CONTROL
 AA8073
 AA8073  ELLIP H (09/20/95)  257.25   (m)                       GP(       ) 1 2
 AA8073
 AA8073.Superseded values are not recommended for survey control.
 AA8073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8073.See file dsdata.txt to determine how the superseded data were derived.
 AA8073
 AA8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5850801558(NAD 83)
 AA8073_MARKER: I = METAL ROD
 AA8073_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA8073_STAMPING: A 343 1992
 AA8073_MARK LOGO: NGS   
 AA8073_PROJECTION: FLUSH
 AA8073_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8073+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 AA8073_ROD/PIPE-DEPTH: 15.2 meters
 AA8073
 AA8073  HISTORY     - Date     Condition        Report By
 AA8073  HISTORY     - 1992     MONUMENTED       NGS
 AA8073  HISTORY     - 19921112 GOOD             NGS
 AA8073  HISTORY     - 19940520 GOOD             NGS
 AA8073  HISTORY     - 20011205 GOOD             NGS
 AA8073
 AA8073                          STATION DESCRIPTION
 AA8073
 AA8073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA8073'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AA8073'EDMORE, THENCE 6.6 KM (4.10 MI) SOUTHERLY ALONG WYMAN ROAD, 12.8 M
 AA8073'(42.0 FT) SOUTH OF THE EXTENDED CENTERLINE OF MCBRIDE ROAD, 7.6 M
 AA8073'(24.9 FT) WEST OF THE ROAD CENTERLINE, 1.5 M (4.9 FT) SOUTH OF A
 AA8073'UTILITY POLE WITH A TRANSFORMER, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AA8073'ROAD, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 AA8073'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA8073
 AA8073                          STATION RECOVERY (1994)
 AA8073
 AA8073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8073'STATION IS IN QUAD 430842, ABOUT 6 KM (3.70 MI) SOUTH OF EDMORE, AT
 AA8073'THE SOUTH EDGE OF MCBRIDE, IN THE NORTHWEST 1/4 OF SECTION 28, T 12 N,
 AA8073'R 6 W, HOME TOWNSHIP.  TO REACH FROM THE POST OFFICE IN EDMORE, GO
 AA8073'WEST ON STATE HIGHWAY 46 (MAIN STREET) FOR 0.26 KM (0.15 MI) TO A
 AA8073'CROSS STREET AT BLINKER LIGHT.  TURN LEFT, SOUTH, ON FIRST STREET FOR
 AA8073'6.41 KM (4.00 MI) TO MCBRIDE ROAD (COUNTY ROAD 530) AND THE STATION ON
 AA8073'THE RIGHT.  ROD IS RECESSED 7 CM BELOW GROUND AND ACCESS COVER IS
 AA8073'RECESSED 1 CM BELOW GROUND.  STATION IS 12.3 M (40.4 FT) SOUTH FROM
 AA8073'THE EXTENDED CENTERLINE OF MCBRIDE ROAD, 7.4 M (24.3 FT) WEST FROM THE
 AA8073'CENTERLINE OF WYMAN ROAD, 1.3 M (4.3 FT) SOUTH FROM A UTILITY POLE
 AA8073'WITH A TRANSFORMER, 0.5 M (1.6 FT) NORTH FROM A WITNESS POST, AND
 AA8073'SLIGHTLY LOWER THAN THE ROAD.
 AA8073
 AA8073                          STATION RECOVERY (2001)
 AA8073
 AA8073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA8073'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8451 ***********************************************************************
 AH8451  DESIGNATION -  A 344
 AH8451  PID         -  AH8451
 AH8451  STATE/COUNTY-  MI/ST JOSEPH
 AH8451  USGS QUAD   -  CONSTANTINE (1972)
 AH8451
 AH8451                         *CURRENT SURVEY CONTROL
 AH8451  ___________________________________________________________________
 AH8451* NAD 83(1986)-  41 49 26.     (N)    085 39 49.     (W)     SCALED    
 AH8451* NAVD 88     -       246.778  (meters)     809.64   (feet)  ADJUSTED  
 AH8451  ___________________________________________________________________
 AH8451  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AH8451  DYNAMIC HT  -         246.690 (meters)     809.35  (feet)  COMP
 AH8451  MODELED GRAV-     980,260.8   (mgal)                       NAVD 88
 AH8451
 AH8451  VERT ORDER  -  FIRST     CLASS II
 AH8451
 AH8451.The horizontal coordinates were scaled from a topographic map and have
 AH8451.an estimated accuracy of +/- 6 seconds.
 AH8451
 AH8451.The orthometric height was determined by differential leveling
 AH8451.and adjusted by the National Geodetic Survey in March 2005..
 AH8451.No vertical observational check was made to the station.
 AH8451
 AH8451.The geoid height was determined by GEOID03.
 AH8451
 AH8451.The dynamic height is computed by dividing the NAVD 88
 AH8451.geopotential number by the normal gravity value computed on the
 AH8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8451.degrees latitude (g = 980.6199 gals.).
 AH8451
 AH8451.The modeled gravity was interpolated from observed gravity values.
 AH8451
 AH8451;                    North         East    Units  Estimated Accuracy
 AH8451;SPC MI S     -    36,810.    3,892,250.      MT  (+/- 180 meters Scaled)
 AH8451
 AH8451                          SUPERSEDED SURVEY CONTROL
 AH8451
 AH8451.No superseded survey control is available for this station.
 AH8451
 AH8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM109310(NAD 83)
 AH8451_MARKER: F = FLANGE-ENCASED ROD
 AH8451_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8451_STAMPING: A 344 1992
 AH8451_MARK LOGO: NGS   
 AH8451_PROJECTION: FLUSH
 AH8451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8451+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2003
 AH8451_ROD/PIPE-DEPTH: 14.6 meters
 AH8451_SLEEVE-DEPTH  : 0.90 meters
 AH8451
 AH8451  HISTORY     - Date     Condition        Report By
 AH8451  HISTORY     - 1992     MONUMENTED       NGS
 AH8451  HISTORY     - 20010529 GOOD             NGS
 AH8451  HISTORY     - 20030512 GOOD             NGS
 AH8451
 AH8451                          STATION DESCRIPTION
 AH8451
 AH8451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8451'3.0 KM (1.85 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8451'U.S. HIGHWAY 12 AT WHITE PIGEON, 79.1 M (259.5 FT) WEST OF THE
 AH8451'CENTERLINE OF THE HIGHWAY, 12.2 M (40.0 FT) WEST OF THE CENTER OF A
 AH8451'FIELD ENTRANCE, 9.6 M (31.5 FT) NORTH OF THE CENTER OF STEARS ROAD,
 AH8451'2.8 M (9.2 FT) EAST OF UTILITY POLE NUMBER S 489D-236, 0.4 M (1.3 FT)
 AH8451'SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH8451'ROAD.  NOTE--ACCESS TO THE DATUM PONT IS THROUGH A 5-INCH LOGO CAP.
 AH8451
 AH8451                          STATION RECOVERY (2001)
 AH8451
 AH8451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8451'RECOVERED AS DESCRIBED.
 AH8451
 AH8451                          STATION RECOVERY (2003)
 AH8451
 AH8451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 AH8451'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8417 ***********************************************************************
 AH8417  DESIGNATION -  A 345
 AH8417  PID         -  AH8417
 AH8417  STATE/COUNTY-  MI/KALAMAZOO
 AH8417  USGS QUAD   -  PORTAGE (1979)
 AH8417
 AH8417                         *CURRENT SURVEY CONTROL
 AH8417  ___________________________________________________________________
 AH8417* NAD 83(1986)-  42 15 49.     (N)    085 34 29.     (W)     SCALED    
 AH8417* NAVD 88     -       258.738  (meters)     848.88   (feet)  ADJUSTED  
 AH8417  ___________________________________________________________________
 AH8417  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH8417  DYNAMIC HT  -         258.657 (meters)     848.61  (feet)  COMP
 AH8417  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 AH8417
 AH8417  VERT ORDER  -  FIRST     CLASS II
 AH8417
 AH8417.The horizontal coordinates were scaled from a topographic map and have
 AH8417.an estimated accuracy of +/- 6 seconds.
 AH8417
 AH8417.The orthometric height was determined by differential leveling
 AH8417.and adjusted by the National Geodetic Survey in March 2005..
 AH8417
 AH8417.The geoid height was determined by GEOID03.
 AH8417
 AH8417.The dynamic height is computed by dividing the NAVD 88
 AH8417.geopotential number by the normal gravity value computed on the
 AH8417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8417.degrees latitude (g = 980.6199 gals.).
 AH8417
 AH8417.The modeled gravity was interpolated from observed gravity values.
 AH8417
 AH8417;                    North         East    Units  Estimated Accuracy
 AH8417;SPC MI S     -    85,540.    3,900,330.      MT  (+/- 180 meters Scaled)
 AH8417
 AH8417                          SUPERSEDED SURVEY CONTROL
 AH8417
 AH8417.No superseded survey control is available for this station.
 AH8417
 AH8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM175800(NAD 83)
 AH8417_MARKER: F = FLANGE-ENCASED ROD
 AH8417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8417_STAMPING: A 345 1992
 AH8417_MARK LOGO: NGS   
 AH8417_PROJECTION: FLUSH
 AH8417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8417+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8417_ROD/PIPE-DEPTH: 17.4 meters
 AH8417
 AH8417  HISTORY     - Date     Condition        Report By
 AH8417  HISTORY     - 1992     MONUMENTED       NGS
 AH8417  HISTORY     - 20010528 GOOD             NGS
 AH8417
 AH8417                          STATION DESCRIPTION
 AH8417
 AH8417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8417'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND EAST MILHAM AVENUE,
 AH8417'19.5 M (64.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 15.3 M (50.2
 AH8417'FT) WEST OF THE CENTERLINE OF THE LANE, 2.7 M (8.9 FT) SOUTHWEST OF
 AH8417'THE CENTER OF A TRAFFIC CONTROL ACCESS COVER, 1.6 M (5.2 FT) NORTH OF
 AH8417'A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE LANE.
 AH8417'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8417
 AH8417                          STATION RECOVERY (2001)
 AH8417
 AH8417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8417'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8193 ***********************************************************************
 AB8193  DESIGNATION -  A 346
 AB8193  PID         -  AB8193
 AB8193  STATE/COUNTY-  MI/CHIPPEWA
 AB8193  USGS QUAD   -  TIMBERLOST (1975)
 AB8193
 AB8193                         *CURRENT SURVEY CONTROL
 AB8193  ___________________________________________________________________
 AB8193* NAD 83(1986)-  46 36 32.     (N)    085 11 53.     (W)     SCALED    
 AB8193* NAVD 88     -       214.572  (meters)     703.98   (feet)  ADJUSTED  
 AB8193  ___________________________________________________________________
 AB8193  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 AB8193  DYNAMIC HT  -         214.585 (meters)     704.02  (feet)  COMP
 AB8193  MODELED GRAV-     980,669.5   (mgal)                       NAVD 88
 AB8193
 AB8193  VERT ORDER  -  SECOND    CLASS I
 AB8193
 AB8193.The horizontal coordinates were scaled from a topographic map and have
 AB8193.an estimated accuracy of +/- 6 seconds.
 AB8193
 AB8193.The orthometric height was determined by differential leveling
 AB8193.and adjusted by the National Geodetic Survey in July 2002..
 AB8193
 AB8193.The geoid height was determined by GEOID03.
 AB8193
 AB8193.The dynamic height is computed by dividing the NAVD 88
 AB8193.geopotential number by the normal gravity value computed on the
 AB8193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8193.degrees latitude (g = 980.6199 gals.).
 AB8193
 AB8193.The modeled gravity was interpolated from observed gravity values.
 AB8193
 AB8193;                    North         East    Units  Estimated Accuracy
 AB8193;SPC MI N     -   204,470.    8,138,020.      MT  (+/- 180 meters Scaled)
 AB8193
 AB8193                          SUPERSEDED SURVEY CONTROL
 AB8193
 AB8193.No superseded survey control is available for this station.
 AB8193
 AB8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS379632(NAD 83)
 AB8193_MARKER: I = METAL ROD
 AB8193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB8193_STAMPING: A 346 1996
 AB8193_MARK LOGO: NGS   
 AB8193_PROJECTION: FLUSH
 AB8193_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8193+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 AB8193_ROD/PIPE-DEPTH: 19.4 meters
 AB8193_SLEEVE-DEPTH  : 0.9 meters
 AB8193
 AB8193  HISTORY     - Date     Condition        Report By
 AB8193  HISTORY     - 1996     MONUMENTED       NGS
 AB8193  HISTORY     - 20040825 GOOD             USPSQD
 AB8193  HISTORY     - 20050902 GOOD             USPSQD
 AB8193
 AB8193                          STATION DESCRIPTION
 AB8193
 AB8193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8193'16.0 KM (9.95 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8193'OF WHITEFISH ROAD IN PARADISE, 9.9 M (32.5 FT) EAST OF A SIGN (76) ,
 AB8193'9.3 M (30.5 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.6 M (8.5 FT) SOUTH
 AB8193'OF THE NORTH CURB OF A TRAFFIC ISLAND, 1.9 M (6.2 FT) SOUTHWEST OF THE
 AB8193'EAST END OF THE ISLAND, 0.2 M (0.7 FT) NORTH OF THE SOUTH CURB, AND
 AB8193'0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AB8193'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB8193'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB8193
 AB8193                          STATION RECOVERY (2004)
 AB8193
 AB8193'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8193'RECOVERED IN GOOD CONDITION.
 AB8193
 AB8193                          STATION RECOVERY (2005)
 AB8193
 AB8193'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6026 ***********************************************************************
 AC6026  DESIGNATION -  A 347
 AC6026  PID         -  AC6026
 AC6026  STATE/COUNTY-  MI/KEWEENAW
 AC6026  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6026
 AC6026                         *CURRENT SURVEY CONTROL
 AC6026  ___________________________________________________________________
 AC6026* NAD 83(1986)-  47 26 20.     (N)    088 09 47.     (W)     SCALED    
 AC6026* NAVD 88     -       275.777  (meters)     904.78   (feet)  ADJUSTED  
 AC6026  ___________________________________________________________________
 AC6026  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 AC6026  DYNAMIC HT  -         275.826 (meters)     904.94  (feet)  COMP
 AC6026  MODELED GRAV-     980,783.8   (mgal)                       NAVD 88
 AC6026
 AC6026  VERT ORDER  -  SECOND    CLASS I
 AC6026
 AC6026.The horizontal coordinates were scaled from a topographic map and have
 AC6026.an estimated accuracy of +/- 6 seconds.
 AC6026
 AC6026.The orthometric height was determined by differential leveling
 AC6026.and adjusted by the National Geodetic Survey in March 1997..
 AC6026
 AC6026.The geoid height was determined by GEOID03.
 AC6026
 AC6026.The dynamic height is computed by dividing the NAVD 88
 AC6026.geopotential number by the normal gravity value computed on the
 AC6026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6026.degrees latitude (g = 980.6199 gals.).
 AC6026
 AC6026.The modeled gravity was interpolated from observed gravity values.
 AC6026
 AC6026;                    North         East    Units  Estimated Accuracy
 AC6026;SPC MI N     -   295,820.    7,912,260.      MT  (+/- 180 meters Scaled)
 AC6026
 AC6026                          SUPERSEDED SURVEY CONTROL
 AC6026
 AC6026.No superseded survey control is available for this station.
 AC6026
 AC6026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT123545(NAD 83)
 AC6026_MARKER: DV = VERTICAL CONTROL DISK
 AC6026_SETTING: 66 = SET IN ROCK OUTCROP
 AC6026_STAMPING: A 347 1996
 AC6026_MARK LOGO: NGS   
 AC6026_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6026+STABILITY: POSITION/ELEVATION WELL
 AC6026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6026+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2003
 AC6026
 AC6026  HISTORY     - Date     Condition        Report By
 AC6026  HISTORY     - 1996     MONUMENTED       NGS
 AC6026  HISTORY     - 20010913 GOOD             USPSQD
 AC6026  HISTORY     - 20031014 GOOD             GEOCAC
 AC6026
 AC6026                          STATION DESCRIPTION
 AC6026
 AC6026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6026'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6026'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 0.4 KM (0.25 MI)
 AC6026'SOUTHEASTERLY ALONG DELAWARE CUTOFF, NEAR THE SOUTHEAST END OF A LEDGE
 AC6026'IN AN AREA OF OUTCROPPING BEDROCK, 5.8 M (19.0 FT) NORTHEAST OF THE
 AC6026'ROAD CENTER, 1.5 M (4.9 FT) NORTHEAST OF UTILITY POLE NUMBER 9, 1.0 M
 AC6026'(3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.9 M (3.0 FT) SOUTHEAST OF
 AC6026'A WITNESS POST.
 AC6026
 AC6026                          STATION RECOVERY (2001)
 AC6026
 AC6026'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6026'RECOVERED IN GOOD CONDITION.
 AC6026
 AC6026                          STATION RECOVERY (2003)
 AC6026
 AC6026'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6026'NAD 83(1986)-  47 26 19.5 (N) -   088 09 46.5 (W) HANDHELD GPS
 AC6026' 
 AC6026'THE WITNESS POST WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0066 ***********************************************************************
 PK0066  DESIGNATION -  A 35
 PK0066  PID         -  PK0066
 PK0066  STATE/COUNTY-  MI/ARENAC
 PK0066  USGS QUAD   -  OMER (1968)
 PK0066
 PK0066                         *CURRENT SURVEY CONTROL
 PK0066  ___________________________________________________________________
 PK0066* NAD 83(1986)-  44 06 41.     (N)    083 48 25.     (W)     SCALED    
 PK0066* NAVD 88     -       194.374  (meters)     637.71   (feet)  POSTED    
 PK0066  ___________________________________________________________________
 PK0066  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PK0066  DYNAMIC HT  -         194.340 (meters)     637.60  (feet)  COMP
 PK0066  MODELED GRAV-     980,455.8   (mgal)                       NAVD 88
 PK0066
 PK0066  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 PK0066
 PK0066.The horizontal coordinates were scaled from a topographic map and have
 PK0066.an estimated accuracy of +/- 6 seconds.
 PK0066
 PK0066.The orthometric height was determined by differential leveling
 PK0066.and adjusted by the National Geodetic Survey in 1992..
 PK0066.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 PK0066.rate of 4.1 thru 8.0 mm/km.
 PK0066
 PK0066.The geoid height was determined by GEOID03.
 PK0066
 PK0066.The dynamic height is computed by dividing the NAVD 88
 PK0066.geopotential number by the normal gravity value computed on the
 PK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0066.degrees latitude (g = 980.6199 gals.).
 PK0066
 PK0066.The modeled gravity was interpolated from observed gravity values.
 PK0066
 PK0066;                    North         East    Units  Estimated Accuracy
 PK0066;SPC MI C     -    88,470.    6,044,810.      MT  (+/- 180 meters Scaled)
 PK0066
 PK0066                          SUPERSEDED SURVEY CONTROL
 PK0066
 PK0066  NGVD 29 (??/??/92)  194.558  (m)          638.31   (f) ADJ UNCH    1 2
 PK0066
 PK0066.Superseded values are not recommended for survey control.
 PK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0066.See file dsdata.txt to determine how the superseded data were derived.
 PK0066
 PK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753880(NAD 83)
 PK0066_MARKER: DB = BENCH MARK DISK
 PK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0066_STAMPING: A 35 1934
 PK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0066+STABILITY: SURFACE MOTION
 PK0066
 PK0066  HISTORY     - Date     Condition        Report By
 PK0066  HISTORY     - 1934     MONUMENTED       CGS
 PK0066  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0066  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PK0066
 PK0066                          STATION DESCRIPTION
 PK0066
 PK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0066'AT TWINING.
 PK0066'AT TWINING, ARENAC COUNTY, 75 YARDS SOUTH OF THE SOUTHWEST CORNER
 PK0066'OF THE DETROIT AND MACKINAC RAILWAY STATION, 0.4 MILE NORTH OF
 PK0066'MILEPOST 37, 70 YARDS NORTHWEST OF A HIGHWAY CROSSING, 12 YARDS
 PK0066'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 21 YARDS WEST OF THE
 PK0066'WEST RAIL OF THE MAIN TRACK, AND 6 YARDS WEST OF THE WEST RAIL
 PK0066'OF A SIDETRACK.  A STANDARD DISK, STAMPED A 35 1934 AND SET IN
 PK0066'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 PK0066'GROUND.
 PK0066
 PK0066                          STATION RECOVERY (1965)
 PK0066
 PK0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0066'MARK NOT FOUND.
 PK0066
 PK0066                          STATION RECOVERY (1983)
 PK0066
 PK0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0066'NOT RECOVERED, POSSIBLY TAKEN OUT BY FARM EQUIPMENT.
 PK0066
 PK0066                          STATION RECOVERY (1988)
 PK0066
 PK0066'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0031 ***********************************************************************
 PK0031  DESIGNATION -  A 36
 PK0031  PID         -  PK0031
 PK0031  STATE/COUNTY-  MI/ALCONA
 PK0031  USGS QUAD   -  BLACK RIVER (1971)
 PK0031
 PK0031                         *CURRENT SURVEY CONTROL
 PK0031  ___________________________________________________________________
 PK0031* NAD 83(1986)-  44 49 06.     (N)    083 18 20.     (W)     SCALED    
 PK0031* NAVD 88     -       179.304  (meters)     588.27   (feet)  ADJUSTED  
 PK0031  ___________________________________________________________________
 PK0031  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 PK0031  DYNAMIC HT  -         179.289 (meters)     588.22  (feet)  COMP
 PK0031  MODELED GRAV-     980,528.2   (mgal)                       NAVD 88
 PK0031
 PK0031  VERT ORDER  -  FIRST     CLASS II
 PK0031
 PK0031.The horizontal coordinates were scaled from a topographic map and have
 PK0031.an estimated accuracy of +/- 6 seconds.
 PK0031
 PK0031.The orthometric height was determined by differential leveling
 PK0031.and adjusted by the National Geodetic Survey in June 1991..
 PK0031
 PK0031.The geoid height was determined by GEOID03.
 PK0031
 PK0031.The dynamic height is computed by dividing the NAVD 88
 PK0031.geopotential number by the normal gravity value computed on the
 PK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0031.degrees latitude (g = 980.6199 gals.).
 PK0031
 PK0031.The modeled gravity was interpolated from observed gravity values.
 PK0031
 PK0031;                    North         East    Units  Estimated Accuracy
 PK0031;SPC MI C     -   167,410.    6,083,920.      MT  (+/- 180 meters Scaled)
 PK0031
 PK0031                          SUPERSEDED SURVEY CONTROL
 PK0031
 PK0031  NGVD 29 (??/??/92)  179.492  (m)          588.88   (f) ADJ UNCH    1 2
 PK0031
 PK0031.Superseded values are not recommended for survey control.
 PK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0031.See file dsdata.txt to determine how the superseded data were derived.
 PK0031
 PK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK177653(NAD 83)
 PK0031_MARKER: DB = BENCH MARK DISK
 PK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0031_STAMPING: A 36 1934
 PK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0031+STABILITY: SURFACE MOTION
 PK0031
 PK0031  HISTORY     - Date     Condition        Report By
 PK0031  HISTORY     - 1934     MONUMENTED       CGS
 PK0031  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0031  HISTORY     - 19960511 MARK NOT FOUND   USPSQD
 PK0031
 PK0031                          STATION DESCRIPTION
 PK0031
 PK0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0031'AT BLACK RIVER.
 PK0031'AT BLACK RIVER, ALCONA COUNTY, 53 FEET NORTH OF THE NORTH END
 PK0031'OF THE DETROIT AND MACKINAC RAILWAY STATION, AT THE SOUTHEAST
 PK0031'CORNER OF A STOCK PEN, 8 FEET WEST OF THE WEST RAIL OF A
 PK0031'SIDETRACK, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK,
 PK0031'STAMPED A 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0031
 PK0031                          STATION RECOVERY (1983)
 PK0031
 PK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0031'NOT RECOVERED, PROBABLY DESTROYED WHEN STOCK PENS AND RAILROAD STATION
 PK0031'WERE REMOVED.
 PK0031
 PK0031                          STATION RECOVERY (1996)
 PK0031
 PK0031'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0162 ***********************************************************************
 OJ0162  DESIGNATION -  A 38
 OJ0162  PID         -  OJ0162
 OJ0162  STATE/COUNTY-  MI/HURON
 OJ0162  USGS QUAD   -  KINDE EAST (1970)
 OJ0162
 OJ0162                         *CURRENT SURVEY CONTROL
 OJ0162  ___________________________________________________________________
 OJ0162* NAD 83(1986)-  43 53 47.     (N)    082 59 39.     (W)     SCALED    
 OJ0162* NAVD 88     -       219.648  (meters)     720.63   (feet)  ADJUSTED  
 OJ0162  ___________________________________________________________________
 OJ0162  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0162  DYNAMIC HT  -         219.613 (meters)     720.51  (feet)  COMP
 OJ0162  MODELED GRAV-     980,455.2   (mgal)                       NAVD 88
 OJ0162
 OJ0162  VERT ORDER  -  SECOND    CLASS 0
 OJ0162
 OJ0162.The horizontal coordinates were scaled from a topographic map and have
 OJ0162.an estimated accuracy of +/- 6 seconds.
 OJ0162
 OJ0162.The orthometric height was determined by differential leveling
 OJ0162.and adjusted by the National Geodetic Survey in June 1991..
 OJ0162
 OJ0162.The geoid height was determined by GEOID03.
 OJ0162
 OJ0162.The dynamic height is computed by dividing the NAVD 88
 OJ0162.geopotential number by the normal gravity value computed on the
 OJ0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0162.degrees latitude (g = 980.6199 gals.).
 OJ0162
 OJ0162.The modeled gravity was interpolated from observed gravity values.
 OJ0162
 OJ0162;                    North         East    Units  Estimated Accuracy
 OJ0162;SPC MI S     -   267,100.    4,110,280.      MT  (+/- 180 meters Scaled)
 OJ0162
 OJ0162                          SUPERSEDED SURVEY CONTROL
 OJ0162
 OJ0162  NGVD 29 (??/??/92)  219.780  (m)          721.06   (f) ADJ UNCH    2 0
 OJ0162
 OJ0162.Superseded values are not recommended for survey control.
 OJ0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0162.See file dsdata.txt to determine how the superseded data were derived.
 OJ0162
 OJ0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398622(NAD 83)
 OJ0162_MARKER: DB = BENCH MARK DISK
 OJ0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0162_STAMPING: A 38 1934
 OJ0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0162+STABILITY: SURFACE MOTION
 OJ0162
 OJ0162  HISTORY     - Date     Condition        Report By
 OJ0162  HISTORY     - 1934     MONUMENTED       CGS
 OJ0162  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0162  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0162
 OJ0162                          STATION DESCRIPTION
 OJ0162
 OJ0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0162'3 MI S FROM KINDE.
 OJ0162'3.0 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0162'STATION AT KINDE, HURON COUNTY, AT THE SIDING AT FILION, AT A
 OJ0162'GRAVEL-ROAD CROSSING, 37 FEET NORTH OF THE CENTERLINE OF THE
 OJ0162'ROAD, 28 FEET NORTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 OJ0162'37.7 FEET EAST OF THE EAST RAIL, 7-1/2 FEET NORTH OF A WIRE
 OJ0162'FENCE CORNER, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OJ0162'A 38 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SITE
 OJ0162'OF MARK IS NOW A GARDEN PLOT.
 OJ0162
 OJ0162                          STATION RECOVERY (1969)
 OJ0162
 OJ0162'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0162'MARK NOT FOUND.
 OJ0162
 OJ0162                          STATION RECOVERY (1999)
 OJ0162
 OJ0162'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0162'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0179 ***********************************************************************
 OJ0179  DESIGNATION -  A 39
 OJ0179  PID         -  OJ0179
 OJ0179  STATE/COUNTY-  MI/HURON
 OJ0179  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0179
 OJ0179                         *CURRENT SURVEY CONTROL
 OJ0179  ___________________________________________________________________
 OJ0179* NAD 83(1986)-  43 48 15.     (N)    082 39 32.     (W)     SCALED    
 OJ0179* NAVD 88     -       200.811  (meters)     658.83   (feet)  ADJUSTED  
 OJ0179  ___________________________________________________________________
 OJ0179  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OJ0179  DYNAMIC HT  -         200.776 (meters)     658.71  (feet)  COMP
 OJ0179  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 OJ0179
 OJ0179  VERT ORDER  -  SECOND    CLASS 0
 OJ0179
 OJ0179.The horizontal coordinates were scaled from a topographic map and have
 OJ0179.an estimated accuracy of +/- 6 seconds.
 OJ0179
 OJ0179.The orthometric height was determined by differential leveling
 OJ0179.and adjusted by the National Geodetic Survey in June 1991..
 OJ0179
 OJ0179.The geoid height was determined by GEOID03.
 OJ0179
 OJ0179.The dynamic height is computed by dividing the NAVD 88
 OJ0179.geopotential number by the normal gravity value computed on the
 OJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0179.degrees latitude (g = 980.6199 gals.).
 OJ0179
 OJ0179.The modeled gravity was interpolated from observed gravity values.
 OJ0179
 OJ0179;                    North         East    Units  Estimated Accuracy
 OJ0179;SPC MI S     -   257,350.    4,137,420.      MT  (+/- 180 meters Scaled)
 OJ0179
 OJ0179                          SUPERSEDED SURVEY CONTROL
 OJ0179
 OJ0179  NGVD 29 (??/??/92)  200.959  (m)          659.31   (f) ADJ UNCH    2 0
 OJ0179
 OJ0179.Superseded values are not recommended for survey control.
 OJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0179.See file dsdata.txt to determine how the superseded data were derived.
 OJ0179
 OJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ665514(NAD 83)
 OJ0179_MARKER: DB = BENCH MARK DISK
 OJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0179_STAMPING: A 39 1934
 OJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0179+STABILITY: SURFACE MOTION
 OJ0179
 OJ0179  HISTORY     - Date     Condition        Report By
 OJ0179  HISTORY     - 1934     MONUMENTED       CGS
 OJ0179  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0179  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0179
 OJ0179                          STATION DESCRIPTION
 OJ0179
 OJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0179'2.8 MI SW FROM HARBOR BEACH.
 OJ0179'2.8 MILES SOUTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OJ0179'THE STATION AT HARBOR BEACH, HURON COUNTY, AT A GRAVEL-ROAD
 OJ0179'CROSSING, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 26.3 FEET
 OJ0179'WEST OF THE WEST RAIL, 4 FEET SOUTHEAST OF A WIRE FENCE CORNER,
 OJ0179'AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OJ0179'A 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0179
 OJ0179                          STATION RECOVERY (1969)
 OJ0179
 OJ0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0179'MARK NOT FOUND.
 OJ0179
 OJ0179                          STATION RECOVERY (1999)
 OJ0179
 OJ0179'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0003 ***********************************************************************
 OK0003  DESIGNATION -  A 40
 OK0003  PID         -  OK0003
 OK0003  STATE/COUNTY-  MI/SAGINAW
 OK0003  USGS QUAD   -  AUBURN (1973)
 OK0003
 OK0003                         *CURRENT SURVEY CONTROL
 OK0003  ___________________________________________________________________
 OK0003* NAD 83(1986)-  43 30 41.     (N)    084 05 27.     (W)     SCALED    
 OK0003* NAVD 88     -       200.996  (meters)     659.43   (feet)  ADJUSTED  
 OK0003  ___________________________________________________________________
 OK0003  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OK0003  DYNAMIC HT  -         200.955 (meters)     659.30  (feet)  COMP
 OK0003  MODELED GRAV-     980,413.9   (mgal)                       NAVD 88
 OK0003
 OK0003  VERT ORDER  -  SECOND    CLASS 0
 OK0003
 OK0003.The horizontal coordinates were scaled from a topographic map and have
 OK0003.an estimated accuracy of +/- 6 seconds.
 OK0003
 OK0003.The orthometric height was determined by differential leveling
 OK0003.and adjusted by the National Geodetic Survey in June 1991..
 OK0003
 OK0003.The geoid height was determined by GEOID03.
 OK0003
 OK0003.The dynamic height is computed by dividing the NAVD 88
 OK0003.geopotential number by the normal gravity value computed on the
 OK0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0003.degrees latitude (g = 980.6199 gals.).
 OK0003
 OK0003.The modeled gravity was interpolated from observed gravity values.
 OK0003
 OK0003;                    North         East    Units  Estimated Accuracy
 OK0003;SPC MI S     -   223,460.    4,022,300.      MT  (+/- 180 meters Scaled)
 OK0003
 OK0003                          SUPERSEDED SURVEY CONTROL
 OK0003
 OK0003  NGVD 29 (??/??/92)  201.176  (m)          660.02   (f) ADJ UNCH    2 0
 OK0003
 OK0003.Superseded values are not recommended for survey control.
 OK0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0003.See file dsdata.txt to determine how the superseded data were derived.
 OK0003
 OK0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP351217(NAD 83)
 OK0003_MARKER: DB = BENCH MARK DISK
 OK0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0003_STAMPING: A 40 1934
 OK0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0003+STABILITY: SURFACE MOTION
 OK0003
 OK0003  HISTORY     - Date     Condition        Report By
 OK0003  HISTORY     - 1934     MONUMENTED       CGS
 OK0003  HISTORY     - 1955     MARK NOT FOUND   NGS
 OK0003  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OK0003  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OK0003
 OK0003                          STATION DESCRIPTION
 OK0003
 OK0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OK0003'1.5 MI SE FROM FREELAND.
 OK0003'1.5 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0003'THE STATION AT FREELAND, SAGINAW COUNTY, AT A ROAD CROSSING,
 OK0003'40 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 483, 30.6 FEET
 OK0003'NORTH OF THE NORTH RAIL, AND 3 FEET BELOW THE TOP OF THE RAIL.
 OK0003'A STANDARD DISK, STAMPED A 40 1934 AND SET IN THE TOP OF A
 OK0003'CONCRETE POST.  NOTE-- THE RAILWAY HAS BEEN DITCHED IN THIS
 OK0003'VICINITY AND A CONCRETE POST WAS FOUND LYING ON THE GROUND
 OK0003'NEAR THE FENCE LINE.
 OK0003
 OK0003                          STATION RECOVERY (1994)
 OK0003
 OK0003'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0003'MARK NOT FOUND.
 OK0003
 OK0003                          STATION RECOVERY (2001)
 OK0003
 OK0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0003'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0311 ***********************************************************************
 NE0311  DESIGNATION -  A 41
 NE0311  PID         -  NE0311
 NE0311  STATE/COUNTY-  MI/ST CLAIR
 NE0311  USGS QUAD   -  GOODELLS (1991)
 NE0311
 NE0311                         *CURRENT SURVEY CONTROL
 NE0311  ___________________________________________________________________
 NE0311* NAD 83(1986)-  42 59 09.     (N)    082 42 56.     (W)     SCALED    
 NE0311* NAVD 88     -       224.728  (meters)     737.30   (feet)  ADJUSTED  
 NE0311  ___________________________________________________________________
 NE0311  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0311  DYNAMIC HT  -         224.672 (meters)     737.11  (feet)  COMP
 NE0311  MODELED GRAV-     980,361.7   (mgal)                       NAVD 88
 NE0311
 NE0311  VERT ORDER  -  SECOND    CLASS 0
 NE0311
 NE0311.The horizontal coordinates were scaled from a topographic map and have
 NE0311.an estimated accuracy of +/- 6 seconds.
 NE0311
 NE0311.The orthometric height was determined by differential leveling
 NE0311.and adjusted by the National Geodetic Survey in June 1991..
 NE0311
 NE0311.The geoid height was determined by GEOID03.
 NE0311
 NE0311.The dynamic height is computed by dividing the NAVD 88
 NE0311.geopotential number by the normal gravity value computed on the
 NE0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0311.degrees latitude (g = 980.6199 gals.).
 NE0311
 NE0311.The modeled gravity was interpolated from observed gravity values.
 NE0311
 NE0311;                    North         East    Units  Estimated Accuracy
 NE0311;SPC MI S     -   166,360.    4,134,640.      MT  (+/- 180 meters Scaled)
 NE0311
 NE0311                          SUPERSEDED SURVEY CONTROL
 NE0311
 NE0311  NGVD 29 (??/??/92)  224.838  (m)          737.66   (f) ADJ UNCH    2 0
 NE0311
 NE0311.Superseded values are not recommended for survey control.
 NE0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0311.See file dsdata.txt to determine how the superseded data were derived.
 NE0311
 NE0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH601606(NAD 83)
 NE0311_MARKER: DB = BENCH MARK DISK
 NE0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0311_STAMPING: A 41 1934
 NE0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0311+STABILITY: SURFACE MOTION
 NE0311
 NE0311  HISTORY     - Date     Condition        Report By
 NE0311  HISTORY     - 1934     MONUMENTED       CGS
 NE0311  HISTORY     - 1977     GOOD             NGS
 NE0311  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0311  HISTORY     - 19991113 GOOD             USPSQD
 NE0311
 NE0311                          STATION DESCRIPTION
 NE0311
 NE0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0311'2.3 MI W FROM GOODELLS.
 NE0311'2.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0311'THE STATION AT GOODELLS, ST. CLAIR COUNTY, 58 YARDS SOUTHEAST
 NE0311'OF THE SOUTHEAST END OF WOODEN BRIDGE 320.29, AT A ROAD CROSSING,
 NE0311'25.7 FEET EAST OF THE CENTERLINE OF THE ROAD, 44.3 FEET SOUTH
 NE0311'OF THE SOUTH RAIL, 2.6 FEET WEST OF A WIRE FENCE, AND ABOUT
 NE0311'5.0 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0311'STAMPED A 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0311
 NE0311                          STATION RECOVERY (1977)
 NE0311
 NE0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0311'2.35 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS
 NE0311'CROSSING OF GOODELLS ROAD IN GOODELLS, 58 YARDS SOUTHEAST OF THE
 NE0311'SOUTHEAST END OF CONCRETE BRIDGE 320.29, AT A ROAD CROSSING, 26 FEET
 NE0311'EAST OF THE CENTER OF THE ROAD, 44 FEET SOUTH OF THE SOUTH RAIL, 3.6
 NE0311'FEET WEST OF THE END OF A FENCE.
 NE0311
 NE0311                          STATION RECOVERY (1988)
 NE0311
 NE0311'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0311'MARK NOT FOUND.
 NE0311
 NE0311                          STATION RECOVERY (1999)
 NE0311
 NE0311'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0776 ***********************************************************************
 NE0776  DESIGNATION -  A 42
 NE0776  PID         -  NE0776
 NE0776  STATE/COUNTY-  MI/GENESEE
 NE0776  USGS QUAD   -  SWARTZ CREEK (1975)
 NE0776
 NE0776                         *CURRENT SURVEY CONTROL
 NE0776  ___________________________________________________________________
 NE0776* NAD 83(1986)-  42 58 00.     (N)    083 46 56.     (W)     SCALED    
 NE0776* NAVD 88     -       236.693  (meters)     776.55   (feet)  ADJUSTED  
 NE0776  ___________________________________________________________________
 NE0776  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NE0776  DYNAMIC HT  -         236.632 (meters)     776.35  (feet)  COMP
 NE0776  MODELED GRAV-     980,358.3   (mgal)                       NAVD 88
 NE0776
 NE0776  VERT ORDER  -  SECOND    CLASS 0
 NE0776
 NE0776.The horizontal coordinates were scaled from a topographic map and have
 NE0776.an estimated accuracy of +/- 6 seconds.
 NE0776
 NE0776.The orthometric height was determined by differential leveling
 NE0776.and adjusted by the National Geodetic Survey in June 1991..
 NE0776.WARNING-Repeat measurements at this control monument indicate possible
 NE0776.vertical movement.
 NE0776
 NE0776.The geoid height was determined by GEOID03.
 NE0776
 NE0776.The dynamic height is computed by dividing the NAVD 88
 NE0776.geopotential number by the normal gravity value computed on the
 NE0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0776.degrees latitude (g = 980.6199 gals.).
 NE0776
 NE0776.The modeled gravity was interpolated from observed gravity values.
 NE0776
 NE0776;                    North         East    Units  Estimated Accuracy
 NE0776;SPC MI S     -   163,080.    4,047,680.      MT  (+/- 180 meters Scaled)
 NE0776
 NE0776                          SUPERSEDED SURVEY CONTROL
 NE0776
 NE0776  NGVD 29 (??/??/92)  236.840  (m)          777.03   (f) ADJ UNCH    2 0
 NE0776
 NE0776.Superseded values are not recommended for survey control.
 NE0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0776.See file dsdata.txt to determine how the superseded data were derived.
 NE0776
 NE0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH730608(NAD 83)
 NE0776_MARKER: DB = BENCH MARK DISK
 NE0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0776_STAMPING: A 42 1934
 NE0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0776+STABILITY: SURFACE MOTION
 NE0776
 NE0776  HISTORY     - Date     Condition        Report By
 NE0776  HISTORY     - 1934     MONUMENTED       CGS
 NE0776  HISTORY     - 1959     GOOD             NGS
 NE0776  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE0776  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0776
 NE0776                          STATION DESCRIPTION
 NE0776
 NE0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NE0776'2.9 MI W FROM TORREY.
 NE0776'2.9 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0776'STATION AT TORREY, GENESEE COUNTY, 22 YARDS WEST OF SIGNAL
 NE0776'264.2, IN THE SOUTHEAST QUADRANT AT A ROAD CROSSING, 27 FEET
 NE0776'SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE OF THE ROAD
 NE0776'WITH THE SOUTH RAIL OF THE SOUTH TRACK, 22.7 FEET NORTH OF THE
 NE0776'NORTH SIDE OF THE GATE TO A FARM ROAD, 20 FEET SOUTH OF THE
 NE0776'SOUTH RAIL OF THE SOUTH TRACK, AND ABOUT 2 FEET LOWER THAN THE
 NE0776'BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 42 1934 AND SET
 NE0776'IN THE TOP OF A CONCRETE POST.
 NE0776
 NE0776                          STATION RECOVERY (1966)
 NE0776
 NE0776'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE0776'MARK NOT FOUND.
 NE0776
 NE0776                          STATION RECOVERY (2005)
 NE0776
 NE0776'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0759 ***********************************************************************
 NE0759  DESIGNATION -  A 43
 NE0759  PID         -  NE0759
 NE0759  STATE/COUNTY-  MI/OAKLAND
 NE0759  USGS QUAD   -  FENTON (1983)
 NE0759
 NE0759                         *CURRENT SURVEY CONTROL
 NE0759  ___________________________________________________________________
 NE0759* NAD 83(1986)-  42 47 46.     (N)    083 39 47.     (W)     SCALED    
 NE0759* NAVD 88     -       276.852  (meters)     908.31   (feet)  ADJUSTED  
 NE0759  ___________________________________________________________________
 NE0759  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NE0759  DYNAMIC HT  -         276.773 (meters)     908.05  (feet)  COMP
 NE0759  MODELED GRAV-     980,329.9   (mgal)                       NAVD 88
 NE0759
 NE0759  VERT ORDER  -  SECOND    CLASS 0
 NE0759
 NE0759.The horizontal coordinates were scaled from a topographic map and have
 NE0759.an estimated accuracy of +/- 6 seconds.
 NE0759
 NE0759.The orthometric height was determined by differential leveling
 NE0759.and adjusted by the National Geodetic Survey in June 1991..
 NE0759
 NE0759.The geoid height was determined by GEOID03.
 NE0759
 NE0759.The dynamic height is computed by dividing the NAVD 88
 NE0759.geopotential number by the normal gravity value computed on the
 NE0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0759.degrees latitude (g = 980.6199 gals.).
 NE0759
 NE0759.The modeled gravity was interpolated from observed gravity values.
 NE0759
 NE0759;                    North         East    Units  Estimated Accuracy
 NE0759;SPC MI S     -   144,210.    4,057,560.      MT  (+/- 180 meters Scaled)
 NE0759
 NE0759                          SUPERSEDED SURVEY CONTROL
 NE0759
 NE0759  NGVD 29 (??/??/92)  276.960  (m)          908.66   (f) ADJ UNCH    2 0
 NE0759
 NE0759.Superseded values are not recommended for survey control.
 NE0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0759.See file dsdata.txt to determine how the superseded data were derived.
 NE0759
 NE0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH822416(NAD 83)
 NE0759_MARKER: DB = BENCH MARK DISK
 NE0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0759_STAMPING: A 43 1934
 NE0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0759+STABILITY: SURFACE MOTION
 NE0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0759+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0759
 NE0759  HISTORY     - Date     Condition        Report By
 NE0759  HISTORY     - 1934     MONUMENTED       CGS
 NE0759  HISTORY     - 1942     GOOD             NGS
 NE0759  HISTORY     - 20060310 GOOD             INDIV
 NE0759
 NE0759                          STATION DESCRIPTION
 NE0759
 NE0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0759'2.1 MI NW FROM HOLLY.
 NE0759'2.1 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0759'THE STATION AT HOLLY, OAKLAND COUNTY, 438 YARDS NORTHWEST OF
 NE0759'THE NORTH ABUTMENT OF BRIDGE 48.39, 17 YARDS SOUTHEAST OF THE
 NE0759'SOUTHWEST RAIL AT THE CROSSING OF A PRIVATE ROAD, 41.4 FEET
 NE0759'SOUTHWEST OF THE SOUTHWEST RAIL, 20 FEET SOUTHEAST OF THE
 NE0759'SOUTHEAST GATEPOST IN THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 NE0759'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 43 1934 AND
 NE0759'SET IN THE TOP OF A CONCRETE POST.
 NE0759
 NE0759                          STATION RECOVERY (2006)
 NE0759
 NE0759'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0759'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0132 ***********************************************************************
 RJ0132  DESIGNATION -  A 44
 RJ0132  PID         -  RJ0132
 RJ0132  STATE/COUNTY-  MI/CHIPPEWA
 RJ0132  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0132
 RJ0132                         *CURRENT SURVEY CONTROL
 RJ0132  ___________________________________________________________________
 RJ0132* NAD 83(1986)-  46 29 57.     (N)    084 20 34.     (W)     SCALED    
 RJ0132* NAVD 88     -       185.545  (meters)     608.74   (feet)  ADJUSTED  
 RJ0132  ___________________________________________________________________
 RJ0132  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0132  DYNAMIC HT  -         185.556 (meters)     608.78  (feet)  COMP
 RJ0132  MODELED GRAV-     980,667.9   (mgal)                       NAVD 88
 RJ0132
 RJ0132  VERT ORDER  -  FIRST     CLASS II
 RJ0132
 RJ0132.The horizontal coordinates were scaled from a topographic map and have
 RJ0132.an estimated accuracy of +/- 6 seconds.
 RJ0132
 RJ0132.The orthometric height was determined by differential leveling
 RJ0132.and adjusted by the National Geodetic Survey in June 1991..
 RJ0132
 RJ0132.The geoid height was determined by GEOID03.
 RJ0132
 RJ0132.The dynamic height is computed by dividing the NAVD 88
 RJ0132.geopotential number by the normal gravity value computed on the
 RJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0132.degrees latitude (g = 980.6199 gals.).
 RJ0132
 RJ0132.The modeled gravity was interpolated from observed gravity values.
 RJ0132
 RJ0132;                    North         East    Units  Estimated Accuracy
 RJ0132;SPC MI N     -   194,120.    8,203,920.      MT  (+/- 180 meters Scaled)
 RJ0132
 RJ0132                          SUPERSEDED SURVEY CONTROL
 RJ0132
 RJ0132  NGVD 29 (??/??/92)  185.504  (m)          608.61   (f) ADJ UNCH    1 2
 RJ0132
 RJ0132.Superseded values are not recommended for survey control.
 RJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0132.See file dsdata.txt to determine how the superseded data were derived.
 RJ0132
 RJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS038529(NAD 83)
 RJ0132_MARKER: DB = BENCH MARK DISK
 RJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0132_STAMPING: 608.650 A 44 1934
 RJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0132+STABILITY: SURFACE MOTION
 RJ0132
 RJ0132  HISTORY     - Date     Condition        Report By
 RJ0132  HISTORY     - 1934     MONUMENTED       CGS
 RJ0132  HISTORY     - 1944     GOOD             NGS
 RJ0132  HISTORY     - 1966     GOOD             NGS
 RJ0132  HISTORY     - 1978     GOOD             NGS
 RJ0132  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0132  HISTORY     - 20011029 MARK NOT FOUND   USPSQD
 RJ0132
 RJ0132                          STATION DESCRIPTION
 RJ0132
 RJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RJ0132'AT SAULT STE MARIE.
 RJ0132'AT SAULT STE. MARIE, CHIPPEWA COUNTY, ON PORTAGE STREET, IN FRONT
 RJ0132'OF THE POST OFFICE, IN A GRASS PLOT BOUNDED BY AN ORNAMENTAL
 RJ0132'HEDGE, 19 FEET EAST OF THE ENTRANCE WALK, AND 18 FEET NORTH
 RJ0132'OF THE SIDEWALK ON PORTAGE STREET.  A STANDARD DISK, STAMPED
 RJ0132'608.650 A 44 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0132'PROJECTING 6 INCHES ABOVE GROUND.
 RJ0132
 RJ0132                          STATION RECOVERY (1966)
 RJ0132
 RJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RJ0132'RECOVERED IN GOOD CONDITION.
 RJ0132
 RJ0132                          STATION RECOVERY (1978)
 RJ0132
 RJ0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0132'RECOVERED IN GOOD CONDITION.
 RJ0132
 RJ0132                          STATION RECOVERY (1995)
 RJ0132
 RJ0132'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0132'MARK NOT FOUND.
 RJ0132
 RJ0132                          STATION RECOVERY (2001)
 RJ0132
 RJ0132'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0329 ***********************************************************************
 RJ0329  DESIGNATION -  A 45
 RJ0329  PID         -  RJ0329
 RJ0329  STATE/COUNTY-  MI/CHIPPEWA
 RJ0329  USGS QUAD   -  ECKERMAN (1975)
 RJ0329
 RJ0329                         *CURRENT SURVEY CONTROL
 RJ0329  ___________________________________________________________________
 RJ0329* NAD 83(1986)-  46 21 11.     (N)    085 06 33.     (W)     SCALED    
 RJ0329* NAVD 88     -       220.314  (meters)     722.81   (feet)  ADJUSTED  
 RJ0329  ___________________________________________________________________
 RJ0329  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 RJ0329  DYNAMIC HT  -         220.331 (meters)     722.87  (feet)  COMP
 RJ0329  MODELED GRAV-     980,684.3   (mgal)                       NAVD 88
 RJ0329
 RJ0329  VERT ORDER  -  FIRST     CLASS II
 RJ0329
 RJ0329.The horizontal coordinates were scaled from a topographic map and have
 RJ0329.an estimated accuracy of +/- 6 seconds.
 RJ0329
 RJ0329.The orthometric height was determined by differential leveling
 RJ0329.and adjusted by the National Geodetic Survey in June 1991..
 RJ0329
 RJ0329.The geoid height was determined by GEOID03.
 RJ0329
 RJ0329.The dynamic height is computed by dividing the NAVD 88
 RJ0329.geopotential number by the normal gravity value computed on the
 RJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0329.degrees latitude (g = 980.6199 gals.).
 RJ0329
 RJ0329.The modeled gravity was interpolated from observed gravity values.
 RJ0329
 RJ0329;                    North         East    Units  Estimated Accuracy
 RJ0329;SPC MI N     -   176,200.    8,145,510.      MT  (+/- 180 meters Scaled)
 RJ0329
 RJ0329                          SUPERSEDED SURVEY CONTROL
 RJ0329
 RJ0329  NGVD 29 (??/??/92)  220.302  (m)          722.77   (f) ADJ UNCH    1 2
 RJ0329
 RJ0329.Superseded values are not recommended for survey control.
 RJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0329.See file dsdata.txt to determine how the superseded data were derived.
 RJ0329
 RJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS454350(NAD 83)
 RJ0329_MARKER: DB = BENCH MARK DISK
 RJ0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0329_STAMPING: A 35 1934
 RJ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0329+STABILITY: SURFACE MOTION
 RJ0329
 RJ0329  HISTORY     - Date     Condition        Report By
 RJ0329  HISTORY     - 1934     MONUMENTED       CGS
 RJ0329  HISTORY     - 1935     GOOD             NGS
 RJ0329  HISTORY     - 1965     GOOD             USGS
 RJ0329
 RJ0329                          STATION DESCRIPTION
 RJ0329
 RJ0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0329'2 MI E FROM HULBERT.
 RJ0329'2.0 MILES EAST ALONG THEDULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0329'FROM HULBERT, CHIPPEWA COUNTY, ONE RAIL EAST OF MILEPOST 39,
 RJ0329'AND 30 FEET SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED A 35
 RJ0329'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0329
 RJ0329                          STATION RECOVERY (1965)
 RJ0329
 RJ0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RJ0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0446 ***********************************************************************
 RJ0446  DESIGNATION -  A 46
 RJ0446  PID         -  RJ0446
 RJ0446  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0446  USGS QUAD   -  SENEY (1972)
 RJ0446
 RJ0446                         *CURRENT SURVEY CONTROL
 RJ0446  ___________________________________________________________________
 RJ0446* NAD 83(1986)-  46 20 40.     (N)    085 55 58.     (W)     SCALED    
 RJ0446* NAVD 88     -       224.735  (meters)     737.32   (feet)  ADJUSTED  
 RJ0446  ___________________________________________________________________
 RJ0446  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 RJ0446  DYNAMIC HT  -         224.751 (meters)     737.37  (feet)  COMP
 RJ0446  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 RJ0446
 RJ0446  VERT ORDER  -  FIRST     CLASS II
 RJ0446
 RJ0446.The horizontal coordinates were scaled from a topographic map and have
 RJ0446.an estimated accuracy of +/- 6 seconds.
 RJ0446
 RJ0446.The orthometric height was determined by differential leveling
 RJ0446.and adjusted by the National Geodetic Survey in June 1991..
 RJ0446.WARNING-Repeat measurements at this control monument indicate possible
 RJ0446.vertical movement.
 RJ0446
 RJ0446.The geoid height was determined by GEOID03.
 RJ0446
 RJ0446.The dynamic height is computed by dividing the NAVD 88
 RJ0446.geopotential number by the normal gravity value computed on the
 RJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0446.degrees latitude (g = 980.6199 gals.).
 RJ0446
 RJ0446.The modeled gravity was interpolated from observed gravity values.
 RJ0446
 RJ0446;                    North         East    Units  Estimated Accuracy
 RJ0446;SPC MI N     -   174,060.    8,082,150.      MT  (+/- 180 meters Scaled)
 RJ0446
 RJ0446                          SUPERSEDED SURVEY CONTROL
 RJ0446
 RJ0446  NGVD 29 (??/??/92)  224.703  (m)          737.21   (f) ADJ UNCH    1 2
 RJ0446
 RJ0446.Superseded values are not recommended for survey control.
 RJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0446.See file dsdata.txt to determine how the superseded data were derived.
 RJ0446
 RJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES821328(NAD 83)
 RJ0446_MARKER: DB = BENCH MARK DISK
 RJ0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0446_STAMPING: A 46 1934
 RJ0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0446+STABILITY: SURFACE MOTION
 RJ0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0446+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ0446
 RJ0446  HISTORY     - Date     Condition        Report By
 RJ0446  HISTORY     - 1934     MONUMENTED       CGS
 RJ0446  HISTORY     - 1964     GOOD             NGS
 RJ0446  HISTORY     - 19990909 GOOD             USPSQD
 RJ0446  HISTORY     - 20010915 GOOD             JCLS
 RJ0446  HISTORY     - 20010920 GOOD             JCLS
 RJ0446  HISTORY     - 20040920 GOOD             USPSQD
 RJ0446  HISTORY     - 20060911 GOOD             USPSQD
 RJ0446
 RJ0446                          STATION DESCRIPTION
 RJ0446
 RJ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0446'0.6 MI E FROM SENEY.
 RJ0446'ABOUT 0.6 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RJ0446'AT SENEY, IN S 33, T 46 N, R 13 W, 249 FEET WEST OF THE CENTER
 RJ0446'OF THE CROSSING OF STATE HIGHWAY M 28, 130 1/2 FEET NORTHEAST
 RJ0446'AND ACROSS THE TRACK FROM MILEPOST 79, 122 FEET SOUTHWEST OF THE
 RJ0446'CENTER LINE OF THE HIGHWAY, 44 1/2 FEET NORTH OF THE NORTH RAIL,
 RJ0446'48 FEET SOUTH OF TELEGRAPH POLE NUMBER 2924, ABOUT LEVEL WITH
 RJ0446'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0446'4 INCHES.
 RJ0446
 RJ0446                          STATION RECOVERY (1999)
 RJ0446
 RJ0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2001)
 RJ0446
 RJ0446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RJ0446'RECOVERED AS DESCRIBED.
 RJ0446
 RJ0446                          STATION RECOVERY (2001)
 RJ0446
 RJ0446'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2004)
 RJ0446
 RJ0446'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0446'RECOVERED IN GOOD CONDITION.
 RJ0446
 RJ0446                          STATION RECOVERY (2006)
 RJ0446
 RJ0446'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0104 ***********************************************************************
 RK0104  DESIGNATION -  A 47
 RK0104  PID         -  RK0104
 RK0104  STATE/COUNTY-  MI/ALGER
 RK0104  USGS QUAD   -  AU TRAIN (1985)
 RK0104
 RK0104                         *CURRENT SURVEY CONTROL
 RK0104  ___________________________________________________________________
 RK0104* NAD 83(1986)-  46 25 43.     (N)    086 48 04.     (W)     SCALED    
 RK0104* NAVD 88     -       212.306  (meters)     696.54   (feet)  ADJUSTED  
 RK0104  ___________________________________________________________________
 RK0104  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 RK0104  DYNAMIC HT  -         212.320 (meters)     696.59  (feet)  COMP
 RK0104  MODELED GRAV-     980,678.6   (mgal)                       NAVD 88
 RK0104
 RK0104  VERT ORDER  -  FIRST     CLASS II
 RK0104
 RK0104.The horizontal coordinates were scaled from a topographic map and have
 RK0104.an estimated accuracy of +/- 6 seconds.
 RK0104
 RK0104.The orthometric height was determined by differential leveling
 RK0104.and adjusted by the National Geodetic Survey in June 1991..
 RK0104
 RK0104.The geoid height was determined by GEOID03.
 RK0104
 RK0104.The dynamic height is computed by dividing the NAVD 88
 RK0104.geopotential number by the normal gravity value computed on the
 RK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0104.degrees latitude (g = 980.6199 gals.).
 RK0104
 RK0104.The modeled gravity was interpolated from observed gravity values.
 RK0104
 RK0104;                    North         East    Units  Estimated Accuracy
 RK0104;SPC MI N     -   182,880.    8,015,290.      MT  (+/- 180 meters Scaled)
 RK0104
 RK0104                          SUPERSEDED SURVEY CONTROL
 RK0104
 RK0104  NGVD 29 (??/??/92)  212.277  (m)          696.45   (f) ADJ UNCH    1 2
 RK0104
 RK0104.Superseded values are not recommended for survey control.
 RK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0104.See file dsdata.txt to determine how the superseded data were derived.
 RK0104
 RK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES152416(NAD 83)
 RK0104_MARKER: DB = BENCH MARK DISK
 RK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0104_STAMPING: A 47 1934
 RK0104_MARK LOGO: CGS   
 RK0104_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0104+STABILITY: SURFACE MOTION
 RK0104
 RK0104  HISTORY     - Date     Condition        Report By
 RK0104  HISTORY     - 1934     MONUMENTED       CGS
 RK0104  HISTORY     - 1955     GOOD             NGS
 RK0104  HISTORY     - 19960319 GOOD             MI-003
 RK0104  HISTORY     - 19980414 GOOD             NGS
 RK0104
 RK0104                          STATION DESCRIPTION
 RK0104
 RK0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RK0104'2 MI E FROM AU TRAIN.
 RK0104'2.0 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0104'FROM AU TRAIN, ALGER COUNTY, 12 FEET WEST OF MILEPOST 123, 25
 RK0104'FEET EAST OF POLE 4546, AND 15 FEET NORTH OF THE CENTERLINE OF THE
 RK0104'TRACK.  A STANDARD DISK, STAMPED A 47 1934 AND SET IN THE TOP OF A
 RK0104'CONCRETE POST.
 RK0104
 RK0104                          STATION RECOVERY (1996)
 RK0104
 RK0104'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0104'RECOVERED AS DESCRIBED.
 RK0104
 RK0104                          STATION RECOVERY (1998)
 RK0104
 RK0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0104'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0104'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0104'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  THE OLD DESCRIPTION
 RK0104'MENTIONS THE STATION BEING 12 FEET (3.7 M) WEST OF MILEPOST 123, A NEW
 RK0104'MILEPOST MARKER 123 IS NOW ACROSS THE TRACKS FROM THE STATION AND
 RK0104'ATTACHED TO OLD UTILITY POLE.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0104'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0104'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0104'NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0048 ***********************************************************************
 RL0048  DESIGNATION -  A 48
 RL0048  PID         -  RL0048
 RL0048  STATE/COUNTY-  MI/BARAGA
 RL0048  USGS QUAD   -  L'ANSE (1985)
 RL0048
 RL0048                         *CURRENT SURVEY CONTROL
 RL0048  ___________________________________________________________________
 RL0048* NAD 83(1986)-  46 45 27.     (N)    088 26 57.     (W)     SCALED    
 RL0048* NAVD 88     -       207.974  (meters)     682.33   (feet)  ADJUSTED  
 RL0048  ___________________________________________________________________
 RL0048  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 RL0048  DYNAMIC HT  -         207.987 (meters)     682.37  (feet)  COMP
 RL0048  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RL0048
 RL0048  VERT ORDER  -  FIRST     CLASS II
 RL0048
 RL0048.The horizontal coordinates were scaled from a topographic map and have
 RL0048.an estimated accuracy of +/- 6 seconds.
 RL0048
 RL0048.The orthometric height was determined by differential leveling
 RL0048.and adjusted by the National Geodetic Survey in June 1991..
 RL0048.WARNING-Repeat measurements at this control monument indicate possible
 RL0048.vertical movement.
 RL0048
 RL0048.The geoid height was determined by GEOID03.
 RL0048
 RL0048.The dynamic height is computed by dividing the NAVD 88
 RL0048.geopotential number by the normal gravity value computed on the
 RL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0048.degrees latitude (g = 980.6199 gals.).
 RL0048
 RL0048.The modeled gravity was interpolated from observed gravity values.
 RL0048
 RL0048;                    North         East    Units  Estimated Accuracy
 RL0048;SPC MI N     -   220,430.    7,889,300.      MT  (+/- 180 meters Scaled)
 RL0048
 RL0048                          SUPERSEDED SURVEY CONTROL
 RL0048
 RL0048  NGVD 29 (??/??/92)  207.948  (m)          682.24   (f) ADJ UNCH    1 2
 RL0048
 RL0048.Superseded values are not recommended for survey control.
 RL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0048.See file dsdata.txt to determine how the superseded data were derived.
 RL0048
 RL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS893792(NAD 83)
 RL0048_MARKER: DB = BENCH MARK DISK
 RL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0048_STAMPING: A 48 1934
 RL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0048+STABILITY: SURFACE MOTION
 RL0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0048+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1996
 RL0048
 RL0048  HISTORY     - Date     Condition        Report By
 RL0048  HISTORY     - 1934     MONUMENTED       CGS
 RL0048  HISTORY     - 1948     GOOD             NGS
 RL0048  HISTORY     - 19951015 POOR             USPSQD
 RL0048  HISTORY     - 19960909 MARK NOT FOUND   MIDT
 RL0048
 RL0048                          STATION DESCRIPTION
 RL0048
 RL0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0048'AT L ANSE.
 RL0048'AT L ANSE, AT THE CATHOLIC CHURCH, AT THE CORNER OF BROAD AND
 RL0048'SIXTH STREETS, 27 FEET SOUTHWEST OF THE CENTER LINE OF BROAD
 RL0048'STREET, 27 FEET NORTHEAST OF THE NORTH CORNER OF THE CHURCH,
 RL0048'22 FEET NORTHWEST OF THE CENTER LINE OF WALK TO THE MAIN ENTRANCE
 RL0048'TO CHURCH, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF THE SIDE
 RL0048'WALK ALONG BROAD STREET, 0.5 FOOT SOUTHEAST OF THE SOUTHEAST
 RL0048'EDGE OF THE SIDE WALK TO THE NORTHWEST ONE OF THREE ENTRANCES
 RL0048'TO CHURCH, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0048'3 INCHES.
 RL0048
 RL0048                          STATION RECOVERY (1995)
 RL0048
 RL0048'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0048'MARK RECOVERED IN POOR CONDITION.
 RL0048
 RL0048                          STATION RECOVERY (1996)
 RL0048
 RL0048'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0048'MARK NOT FOUND 08-10-96
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0147 ***********************************************************************
 RK0147  DESIGNATION -  A 49
 RK0147  PID         -  RK0147
 RK0147  STATE/COUNTY-  MI/MARQUETTE
 RK0147  USGS QUAD   -  HARVEY (1985)
 RK0147
 RK0147                         *CURRENT SURVEY CONTROL
 RK0147  ___________________________________________________________________
 RK0147* NAD 83(1986)-  46 29 10.     (N)    087 18 38.     (W)     SCALED    
 RK0147* NAVD 88     -       191.034  (meters)     626.75   (feet)  ADJUSTED  
 RK0147  ___________________________________________________________________
 RK0147  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 RK0147  DYNAMIC HT  -         191.051 (meters)     626.81  (feet)  COMP
 RK0147  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 RK0147
 RK0147  VERT ORDER  -  FIRST     CLASS II
 RK0147
 RK0147.The horizontal coordinates were scaled from a topographic map and have
 RK0147.an estimated accuracy of +/- 6 seconds.
 RK0147
 RK0147.The orthometric height was determined by differential leveling
 RK0147.and adjusted by the National Geodetic Survey in June 1991..
 RK0147
 RK0147.The geoid height was determined by GEOID03.
 RK0147
 RK0147.The dynamic height is computed by dividing the NAVD 88
 RK0147.geopotential number by the normal gravity value computed on the
 RK0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0147.degrees latitude (g = 980.6199 gals.).
 RK0147
 RK0147.The modeled gravity was interpolated from observed gravity values.
 RK0147
 RK0147;                    North         East    Units  Estimated Accuracy
 RK0147;SPC MI N     -   189,300.    7,976,160.      MT  (+/- 180 meters Scaled)
 RK0147
 RK0147                          SUPERSEDED SURVEY CONTROL
 RK0147
 RK0147  NGVD 29 (??/??/92)  191.012  (m)          626.68   (f) ADJ UNCH    1 2
 RK0147
 RK0147.Superseded values are not recommended for survey control.
 RK0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0147.See file dsdata.txt to determine how the superseded data were derived.
 RK0147
 RK0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS761481(NAD 83)
 RK0147_MARKER: DB = BENCH MARK DISK
 RK0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0147_STAMPING: A 49 1934
 RK0147_MARK LOGO: CGS   
 RK0147_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0147+STABILITY: SURFACE MOTION
 RK0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0147+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 RK0147
 RK0147  HISTORY     - Date     Condition        Report By
 RK0147  HISTORY     - 1934     MONUMENTED       CGS
 RK0147  HISTORY     - 1935     GOOD             NGS
 RK0147  HISTORY     - 19980413 GOOD             NGS
 RK0147  HISTORY     - 20030917 GOOD             MIDT
 RK0147  HISTORY     - 20060519 GOOD             GEOCAC
 RK0147
 RK0147                          STATION DESCRIPTION
 RK0147
 RK0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0147'1.6 MI E FROM LAKEWOOD.
 RK0147'1.6 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0147'RAILWAY FROM LAKEWOOD, MARQUETTE COUNTY, 6 FEET EAST OF MILEPOST
 RK0147'149, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET
 RK0147'NORTH AND 6 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED
 RK0147'A 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0147
 RK0147                          STATION RECOVERY (1998)
 RK0147
 RK0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0147'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0147'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0147'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0147'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0147'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0147'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0147
 RK0147                          STATION RECOVERY (2003)
 RK0147
 RK0147'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (KJF)
 RK0147'FROM THE JUNCTION OF M-28 AND US-41 IN HARVEY, GO EAST ON STATE
 RK0147'HIGHWAY M-28, 3.2 MILES TO CHOCOLAY DOWNS GOLF DRIVE.  GO SOUTH ON
 RK0147'CHOCOLAY DOWNS GOLF DRIVE 400 FEET TO THE ABANDONED RAILROAD GRADE.
 RK0147'GO SOUTHWESTERLY ON ABANDONED RAILROAD GRADE 1.2 MILES.  POINT IS ON
 RK0147'LEFT, 28.5 FEET FROM APPROXIMATE CENTERLINE OF ABANDONED RAILROAD
 RK0147'GRADE AND IS MARKED WITH A CARSONITE MARKER 0.6 FEET TO THE NORTHWEST
 RK0147
 RK0147                          STATION RECOVERY (2006)
 RK0147
 RK0147'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0701 ***********************************************************************
 RL0701  DESIGNATION -  A 50
 RL0701  PID         -  RL0701
 RL0701  STATE/COUNTY-  MI/ONTONAGON
 RL0701  USGS QUAD   -  
 RL0701
 RL0701                         *CURRENT SURVEY CONTROL
 RL0701  ___________________________________________________________________
 RL0701* NAD 83(1986)-  46 32 02.     (N)    089 11 57.     (W)     SCALED    
 RL0701* NAVD 88     -       345.419  (meters)    1133.26   (feet)  ADJUSTED  
 RL0701  ___________________________________________________________________
 RL0701  GEOID HEIGHT-         -31.89  (meters)                     GEOID03
 RL0701  DYNAMIC HT  -         345.432 (meters)    1133.30  (feet)  COMP
 RL0701  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RL0701
 RL0701  VERT ORDER  -  FIRST     CLASS II
 RL0701
 RL0701.The horizontal coordinates were scaled from a topographic map and have
 RL0701.an estimated accuracy of +/- 6 seconds.
 RL0701
 RL0701.The orthometric height was determined by differential leveling
 RL0701.and adjusted by the National Geodetic Survey in June 1991..
 RL0701.WARNING-Repeat measurements at this control monument indicate possible
 RL0701.vertical movement.
 RL0701
 RL0701.The geoid height was determined by GEOID03.
 RL0701
 RL0701.The dynamic height is computed by dividing the NAVD 88
 RL0701.geopotential number by the normal gravity value computed on the
 RL0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0701.degrees latitude (g = 980.6199 gals.).
 RL0701
 RL0701.The modeled gravity was interpolated from observed gravity values.
 RL0701
 RL0701;                    North         East    Units  Estimated Accuracy
 RL0701;SPC MI N     -   196,910.    7,831,330.      MT  (+/- 180 meters Scaled)
 RL0701
 RL0701                          SUPERSEDED SURVEY CONTROL
 RL0701
 RL0701  NGVD 29 (??/??/92)  345.464  (m)         1133.41   (f) ADJ UNCH    1 2
 RL0701
 RL0701.Superseded values are not recommended for survey control.
 RL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0701.See file dsdata.txt to determine how the superseded data were derived.
 RL0701
 RL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS313557(NAD 83)
 RL0701_MARKER: DB = BENCH MARK DISK
 RL0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0701_STAMPING: A 50 1934
 RL0701_MARK LOGO: CGS   
 RL0701_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0701+STABILITY: SURFACE MOTION
 RL0701
 RL0701  HISTORY     - Date     Condition        Report By
 RL0701  HISTORY     - 1934     MONUMENTED       CGS
 RL0701  HISTORY     - 1948     GOOD             NGS
 RL0701  HISTORY     - 1985     GOOD             NGS
 RL0701  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0701  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0701  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0701  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0701
 RL0701                          STATION DESCRIPTION
 RL0701
 RL0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0701'1.1 MI W FROM BRUCES CROSSING.
 RL0701'ABOUT 1.1 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0701'RAILWAY FROM THE STATION AT BRUCES CROSSING, ABOUT 0.1 MILE
 RL0701'WEST OF MILE POST 251, AT A NORTH-SOUTH CROSS ROAD, 45 FEET
 RL0701'NORTH OF THE NORTH RAIL OF THE TRACK, 21 FEET EAST OF THE
 RL0701'CENTER LINE OF THE ROAD, 3 FEET SOUTHEAST OF A FENCE CORNER,
 RL0701'2 FEET SOUTH OF THE R/W FENCE, 1 FOOT WEST OF A WHITE WOODEN
 RL0701'WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 RL0701'CONCRETE POST PROJECTING 4 INCHES.
 RL0701
 RL0701                          STATION RECOVERY (1985)
 RL0701
 RL0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0701'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 RL0701'FT) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0701'HIGHWAY 45 IN BRUCE CROSSING, 51.8 M (169.9 FT) NORTH OF THE
 RL0701'CENTERLINE OF THE HIGHWAY, 14.0 M (45.9 FT) NORTH OF THE NEAR RAIL OF
 RL0701'THE SOO LINE RAILROAD, ANS 6.4 M (21.0 FT) EAST OF A GRAVELED ROAD
 RL0701'LEADING NORTH.
 RL0701'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 RL0701'THE MARK IS 0.6 M BELOW THE RAIL.
 RL0701
 RL0701                          STATION RECOVERY (1987)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0701'MARK NOT FOUND.
 RL0701
 RL0701                          STATION RECOVERY (1996)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0701'MARK NOT FOUND.
 RL0701
 RL0701                          STATION RECOVERY (2001)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0701'FOUND WITNESS (DOWN), BUT NO MARK.
 RL0701
 RL0701                          STATION RECOVERY (2004)
 RL0701
 RL0701'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0358 ***********************************************************************
 RJ0358  DESIGNATION -  A 51
 RJ0358  PID         -  RJ0358
 RJ0358  STATE/COUNTY-  MI/LUCE
 RJ0358  USGS QUAD   -  SOO JUNCTION (1973)
 RJ0358
 RJ0358                         *CURRENT SURVEY CONTROL
 RJ0358  ___________________________________________________________________
 RJ0358* NAD 83(1986)-  46 20 13.     (N)    085 15 44.     (W)     SCALED    
 RJ0358* NAVD 88     -       217.174  (meters)     712.51   (feet)  ADJUSTED  
 RJ0358  ___________________________________________________________________
 RJ0358  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 RJ0358  DYNAMIC HT  -         217.190 (meters)     712.56  (feet)  COMP
 RJ0358  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 RJ0358
 RJ0358  VERT ORDER  -  FIRST     CLASS II
 RJ0358
 RJ0358.The horizontal coordinates were scaled from a topographic map and have
 RJ0358.an estimated accuracy of +/- 6 seconds.
 RJ0358
 RJ0358.The orthometric height was determined by differential leveling
 RJ0358.and adjusted by the National Geodetic Survey in June 1991..
 RJ0358
 RJ0358.The geoid height was determined by GEOID03.
 RJ0358
 RJ0358.The dynamic height is computed by dividing the NAVD 88
 RJ0358.geopotential number by the normal gravity value computed on the
 RJ0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0358.degrees latitude (g = 980.6199 gals.).
 RJ0358
 RJ0358.The modeled gravity was interpolated from observed gravity values.
 RJ0358
 RJ0358;                    North         East    Units  Estimated Accuracy
 RJ0358;SPC MI N     -   174,140.    8,133,770.      MT  (+/- 180 meters Scaled)
 RJ0358
 RJ0358                          SUPERSEDED SURVEY CONTROL
 RJ0358
 RJ0358  NGVD 29 (??/??/92)  217.168  (m)          712.49   (f) ADJ UNCH    1 2
 RJ0358
 RJ0358.Superseded values are not recommended for survey control.
 RJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0358.See file dsdata.txt to determine how the superseded data were derived.
 RJ0358
 RJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS337329(NAD 83)
 RJ0358_MARKER: DB = BENCH MARK DISK
 RJ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0358_STAMPING: A 51 1934
 RJ0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0358+STABILITY: SURFACE MOTION
 RJ0358
 RJ0358  HISTORY     - Date     Condition        Report By
 RJ0358  HISTORY     - 1934     MONUMENTED       CGS
 RJ0358
 RJ0358                          STATION DESCRIPTION
 RJ0358
 RJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0358'AT SOO JUNCTION.
 RJ0358'AT SOO JUNCTION, LUCE COUNTY, 20 FEET SOUTH OF THE SOUTH END
 RJ0358'OF THE DULTUH, SOUTH SHORE AND ATLANTIC RAILWAY STATION, AT THE
 RJ0358'EDGE OF THE PLATFORM, 20 FEET NORTH OF THE NORTH END OF THE
 RJ0358'CAFE, 50 FEET WEST OF THE CENTERLINE OF THE SAULT STE. MARIE
 RJ0358'TRACK, AND 25 FEET EAST OF THE CENTERLINE OF THE ST. IGNACE
 RJ0358'TRACK.  A STANDARD DISK, STAMPED A 51 1934 AND SET IN THE TOP
 RJ0358'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0041 ***********************************************************************
 RJ0041  DESIGNATION -  A 53
 RJ0041  PID         -  RJ0041
 RJ0041  STATE/COUNTY-  MI/CHIPPEWA
 RJ0041  USGS QUAD   -  PICKFORD (1975)
 RJ0041
 RJ0041                         *CURRENT SURVEY CONTROL
 RJ0041  ___________________________________________________________________
 RJ0041* NAD 83(1986)-  46 07 44.     (N)    084 18 02.     (W)     SCALED    
 RJ0041* NAVD 88     -       190.908  (meters)     626.34   (feet)  ADJUSTED  
 RJ0041  ___________________________________________________________________
 RJ0041  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 RJ0041  DYNAMIC HT  -         190.915 (meters)     626.36  (feet)  COMP
 RJ0041  MODELED GRAV-     980,646.2   (mgal)                       NAVD 88
 RJ0041
 RJ0041  VERT ORDER  -  SECOND    CLASS 0
 RJ0041
 RJ0041.The horizontal coordinates were scaled from a topographic map and have
 RJ0041.an estimated accuracy of +/- 6 seconds.
 RJ0041
 RJ0041.The orthometric height was determined by differential leveling
 RJ0041.and adjusted by the National Geodetic Survey in June 1991..
 RJ0041
 RJ0041.The geoid height was determined by GEOID03.
 RJ0041
 RJ0041.The dynamic height is computed by dividing the NAVD 88
 RJ0041.geopotential number by the normal gravity value computed on the
 RJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0041.degrees latitude (g = 980.6199 gals.).
 RJ0041
 RJ0041.The modeled gravity was interpolated from observed gravity values.
 RJ0041
 RJ0041;                    North         East    Units  Estimated Accuracy
 RJ0041;SPC MI N     -   153,100.    8,208,560.      MT  (+/- 180 meters Scaled)
 RJ0041
 RJ0041                          SUPERSEDED SURVEY CONTROL
 RJ0041
 RJ0041  NGVD 29 (??/??/92)  190.880  (m)          626.25   (f) ADJ UNCH    2 0
 RJ0041
 RJ0041.Superseded values are not recommended for survey control.
 RJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0041.See file dsdata.txt to determine how the superseded data were derived.
 RJ0041
 RJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS085119(NAD 83)
 RJ0041_MARKER: DB = BENCH MARK DISK
 RJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0041_STAMPING: A 53 1943
 RJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0041+STABILITY: SURFACE MOTION
 RJ0041
 RJ0041  HISTORY     - Date     Condition        Report By
 RJ0041  HISTORY     - 1934     MONUMENTED       CGS
 RJ0041  HISTORY     - 1948     GOOD             NGS
 RJ0041
 RJ0041                          STATION DESCRIPTION
 RJ0041
 RJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RJ0041'2 MI S FROM PICKFORD.
 RJ0041'2.0 MILES SOUTH ALONG STATE HIGHWAY 129 FROM PICKFORD, CHIPPEWA
 RJ0041'COUNTY, THENCE 3.0 MILES EAST ALONG STATE HIGHWAY 48, 1.0 MILE
 RJ0041'EAST OF A SCHOOLHOUSE, AT A ROAD INTERSECTION, 25 YARDS SOUTH
 RJ0041'OF THE CENTERLINE OF THE HIGHWAY, AND 11 YARDS EAST OF THE
 RJ0041'CENTERLINE OF THE CROSSROAD.  A STANDARD DISK, STAMPED A 53 1934
 RJ0041'AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0060 ***********************************************************************
 RK0060  DESIGNATION -  A 55
 RK0060  PID         -  RK0060
 RK0060  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0060  USGS QUAD   -  
 RK0060
 RK0060                         *CURRENT SURVEY CONTROL
 RK0060  ___________________________________________________________________
 RK0060* NAD 83(1986)-  46 08 38.     (N)    086 21 31.     (W)     SCALED    
 RK0060* NAVD 88     -       211.393  (meters)     693.55   (feet)  ADJUSTED  
 RK0060  ___________________________________________________________________
 RK0060  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RK0060  DYNAMIC HT  -         211.404 (meters)     693.58  (feet)  COMP
 RK0060  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 RK0060
 RK0060  VERT ORDER  -  SECOND    CLASS 0
 RK0060
 RK0060.The horizontal coordinates were scaled from a topographic map and have
 RK0060.an estimated accuracy of +/- 6 seconds.
 RK0060
 RK0060.The orthometric height was determined by differential leveling
 RK0060.and adjusted by the National Geodetic Survey in June 1991..
 RK0060
 RK0060.The geoid height was determined by GEOID03.
 RK0060
 RK0060.The dynamic height is computed by dividing the NAVD 88
 RK0060.geopotential number by the normal gravity value computed on the
 RK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0060.degrees latitude (g = 980.6199 gals.).
 RK0060
 RK0060.The modeled gravity was interpolated from observed gravity values.
 RK0060
 RK0060;                    North         East    Units  Estimated Accuracy
 RK0060;SPC MI N     -   151,420.    8,049,550.      MT  (+/- 180 meters Scaled)
 RK0060
 RK0060                          SUPERSEDED SURVEY CONTROL
 RK0060
 RK0060  NGVD 29 (??/??/92)  211.374  (m)          693.48   (f) ADJ UNCH    2 0
 RK0060
 RK0060.Superseded values are not recommended for survey control.
 RK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0060.See file dsdata.txt to determine how the superseded data were derived.
 RK0060
 RK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES495102(NAD 83)
 RK0060_MARKER: DB = BENCH MARK DISK
 RK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0060_STAMPING: A 55 1934
 RK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0060+STABILITY: SURFACE MOTION
 RK0060
 RK0060  HISTORY     - Date     Condition        Report By
 RK0060  HISTORY     - 1934     MONUMENTED       CGS
 RK0060  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0060
 RK0060                          STATION DESCRIPTION
 RK0060
 RK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0060'17.1 MI N FROM MANISTIQUE.
 RK0060'17.1 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION WITH
 RK0060'U.S. HIGHWAY 2 AT MANISTIQUE, SCHOOLCRAFT COUNTY, 27 FEET
 RK0060'SOUTHWEST OF THE CENTERLINE OF THE MANISTIQUE AND LAKE SUPERIOR
 RK0060'RAILROAD, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RK0060'A STANDARD DISK, STAMPED A 55 1934 AND SET IN THE TOP OF A
 RK0060'CONCRETE POST.
 RK0060
 RK0060                          STATION RECOVERY (1980)
 RK0060
 RK0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0060'PROBABLY DESTROYED BY ROADWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0011 ***********************************************************************
 QL0011  DESIGNATION -  A 56
 QL0011  PID         -  QL0011
 QL0011  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0011  USGS QUAD   -  
 QL0011
 QL0011                         *CURRENT SURVEY CONTROL
 QL0011  ___________________________________________________________________
 QL0011* NAD 83(1986)-  45 57 51.     (N)    086 15 29.     (W)     SCALED    
 QL0011* NAVD 88     -       185.762  (meters)     609.45   (feet)  ADJUSTED  
 QL0011  ___________________________________________________________________
 QL0011  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0011  DYNAMIC HT  -         185.768 (meters)     609.47  (feet)  COMP
 QL0011  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 QL0011
 QL0011  VERT ORDER  -  SECOND    CLASS 0
 QL0011
 QL0011.The horizontal coordinates were scaled from a topographic map and have
 QL0011.an estimated accuracy of +/- 6 seconds.
 QL0011
 QL0011.The orthometric height was determined by differential leveling
 QL0011.and adjusted by the National Geodetic Survey in June 1991..
 QL0011
 QL0011.The geoid height was determined by GEOID03.
 QL0011
 QL0011.The dynamic height is computed by dividing the NAVD 88
 QL0011.geopotential number by the normal gravity value computed on the
 QL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0011.degrees latitude (g = 980.6199 gals.).
 QL0011
 QL0011.The modeled gravity was interpolated from observed gravity values.
 QL0011
 QL0011;                    North         East    Units  Estimated Accuracy
 QL0011;SPC MI N     -   131,510.    8,057,510.      MT  (+/- 180 meters Scaled)
 QL0011
 QL0011                          SUPERSEDED SURVEY CONTROL
 QL0011
 QL0011  NGVD 29 (??/??/92)  185.759  (m)          609.44   (f) ADJ UNCH    2 0
 QL0011
 QL0011.Superseded values are not recommended for survey control.
 QL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0011.See file dsdata.txt to determine how the superseded data were derived.
 QL0011
 QL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER574903(NAD 83)
 QL0011_MARKER: DB = BENCH MARK DISK
 QL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0011_STAMPING: A 56 1934
 QL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0011+STABILITY: SURFACE MOTION
 QL0011
 QL0011  HISTORY     - Date     Condition        Report By
 QL0011  HISTORY     - 1934     MONUMENTED       CGS
 QL0011  HISTORY     - 1938     GOOD             NGS
 QL0011  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0011  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0011
 QL0011                          STATION DESCRIPTION
 QL0011
 QL0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QL0011'AT MANISTIQUE.
 QL0011'AT MANISTIQUE, SCHOOLCRAFT COUNTY, 10 RAILS WEST OF THE
 QL0011'MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE RAILWAY STATION, 15
 QL0011'FEET SOUTH OF THE NEAREST RAIL, AND IN LINE WITH A ROW OF POLES.
 QL0011'A STANDARD DISK, STAMPED A 56 1934 AND SET IN THE TOP OF A
 QL0011'CONCRETE POST.
 QL0011
 QL0011                          STATION RECOVERY (1972)
 QL0011
 QL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0011'MARK NOT FOUND.
 QL0011
 QL0011                          STATION RECOVERY (1980)
 QL0011
 QL0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0011'PROBABLY DESTROYED SINCE MARK WAS NOT FOUND IN 1955 EITHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0387 ***********************************************************************
 QL0387  DESIGNATION -  A 57
 QL0387  PID         -  QL0387
 QL0387  STATE/COUNTY-  MI/MENOMINEE
 QL0387  USGS QUAD   -  HERMANSVILLE (1989)
 QL0387
 QL0387                         *CURRENT SURVEY CONTROL
 QL0387  ___________________________________________________________________
 QL0387* NAD 83(1986)-  45 41 32.     (N)    087 32 32.     (W)     SCALED    
 QL0387* NAVD 88     -       260.890  (meters)     855.94   (feet)  ADJUSTED  
 QL0387  ___________________________________________________________________
 QL0387  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0387  DYNAMIC HT  -         260.884 (meters)     855.92  (feet)  COMP
 QL0387  MODELED GRAV-     980,586.0   (mgal)                       NAVD 88
 QL0387
 QL0387  VERT ORDER  -  SECOND    CLASS 0
 QL0387
 QL0387.The horizontal coordinates were scaled from a topographic map and have
 QL0387.an estimated accuracy of +/- 6 seconds.
 QL0387
 QL0387.The orthometric height was determined by differential leveling
 QL0387.and adjusted by the National Geodetic Survey in June 1991..
 QL0387
 QL0387.The geoid height was determined by GEOID03.
 QL0387
 QL0387.The dynamic height is computed by dividing the NAVD 88
 QL0387.geopotential number by the normal gravity value computed on the
 QL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0387.degrees latitude (g = 980.6199 gals.).
 QL0387
 QL0387.The modeled gravity was interpolated from observed gravity values.
 QL0387
 QL0387;                    North         East    Units  Estimated Accuracy
 QL0387;SPC MI N     -   101,160.    7,957,770.      MT  (+/- 180 meters Scaled)
 QL0387
 QL0387                          SUPERSEDED SURVEY CONTROL
 QL0387
 QL0387  NGVD 29 (??/??/92)  260.905  (m)          855.99   (f) ADJ UNCH    2 0
 QL0387
 QL0387.Superseded values are not recommended for survey control.
 QL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0387.See file dsdata.txt to determine how the superseded data were derived.
 QL0387
 QL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR577599(NAD 83)
 QL0387_MARKER: DB = BENCH MARK DISK
 QL0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0387_STAMPING: A 57 1934
 QL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0387+STABILITY: SURFACE MOTION
 QL0387
 QL0387  HISTORY     - Date     Condition        Report By
 QL0387  HISTORY     - 1934     MONUMENTED       CGS
 QL0387  HISTORY     - 1948     MARK NOT FOUND   NGS
 QL0387
 QL0387                          STATION DESCRIPTION
 QL0387
 QL0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 QL0387'0.9 MI W FROM POWERS JUNCTION.
 QL0387'0.9 MILE WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0387'POWERS JUNCTION, MENOMINEE COUNTY, 40 FEET EAST OF A STATION
 QL0387'1 MILE SIGN, AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 QL0387'A STANDARD DISK, STAMPED A 57 1934 AND SET IN THE TOP OF A
 QL0387'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0002 ***********************************************************************
 RM0002  DESIGNATION -  A 58
 RM0002  PID         -  RM0002
 RM0002  STATE/COUNTY-  MI/GOGEBIC
 RM0002  USGS QUAD   -  LAKE EVELYN (1973)
 RM0002
 RM0002                         *CURRENT SURVEY CONTROL
 RM0002  ___________________________________________________________________
 RM0002* NAD 83(1986)-  46 30 41.     (N)    090 03 09.     (W)     SCALED    
 RM0002* NAVD 88     -       357.886  (meters)    1174.16   (feet)  ADJUSTED  
 RM0002  ___________________________________________________________________
 RM0002  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0002  DYNAMIC HT  -         357.910 (meters)    1174.24  (feet)  COMP
 RM0002  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RM0002
 RM0002  VERT ORDER  -  FIRST     CLASS II
 RM0002
 RM0002.The horizontal coordinates were scaled from a topographic map and have
 RM0002.an estimated accuracy of +/- 6 seconds.
 RM0002
 RM0002.The orthometric height was determined by differential leveling
 RM0002.and adjusted by the National Geodetic Survey in June 1991..
 RM0002
 RM0002.The geoid height was determined by GEOID03.
 RM0002
 RM0002.The dynamic height is computed by dividing the NAVD 88
 RM0002.geopotential number by the normal gravity value computed on the
 RM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0002.degrees latitude (g = 980.6199 gals.).
 RM0002
 RM0002.The modeled gravity was interpolated from observed gravity values.
 RM0002
 RM0002;                    North         East    Units  Estimated Accuracy
 RM0002;SPC MI N     -   196,570.    7,765,810.      MT  (+/- 180 meters Scaled)
 RM0002
 RM0002                          SUPERSEDED SURVEY CONTROL
 RM0002
 RM0002  NGVD 29 (??/??/92)  357.909  (m)         1174.24   (f) ADJ UNCH    1 2
 RM0002
 RM0002.Superseded values are not recommended for survey control.
 RM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0002.See file dsdata.txt to determine how the superseded data were derived.
 RM0002
 RM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM261550(NAD 83)
 RM0002_MARKER: DB = BENCH MARK DISK
 RM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0002_STAMPING: A 58 1934
 RM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0002+STABILITY: SURFACE MOTION
 RM0002
 RM0002  HISTORY     - Date     Condition        Report By
 RM0002  HISTORY     - 1934     MONUMENTED       CGS
 RM0002
 RM0002                          STATION DESCRIPTION
 RM0002
 RM0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0002'5.1 MI E FROM NORTH IRONWOOD.
 RM0002'5.1 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0002'RAILROAD FROM THE STATION AT NORTH IRONWOOD, GOGEBIC COUNTY,
 RM0002'AT MILEAGE 294.1, 2-1/2 RAILS WEST OF THE SPUR 294 SIGN, AT A
 RM0002'ROAD CROSSING, 36 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RM0002'32 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3.5 FEET
 RM0002'EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED A
 RM0002'58 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0220 ***********************************************************************
 RL0220  DESIGNATION -  A 59
 RL0220  PID         -  RL0220
 RL0220  STATE/COUNTY-  MI/IRON
 RL0220  USGS QUAD   -  TRIANGLE RANCH (1985)
 RL0220
 RL0220                         *CURRENT SURVEY CONTROL
 RL0220  ___________________________________________________________________
 RL0220* NAD 83(1986)-  46 19 01.     (N)    088 28 04.     (W)     SCALED    
 RL0220* NAVD 88     -       483.901  (meters)    1587.60   (feet)  ADJUSTED  
 RL0220  ___________________________________________________________________
 RL0220  GEOID HEIGHT-         -32.40  (meters)                     GEOID03
 RL0220  DYNAMIC HT  -         483.913 (meters)    1587.64  (feet)  COMP
 RL0220  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 RL0220
 RL0220  VERT ORDER  -  SECOND    CLASS 0
 RL0220
 RL0220.The horizontal coordinates were scaled from a topographic map and have
 RL0220.an estimated accuracy of +/- 6 seconds.
 RL0220
 RL0220.The orthometric height was determined by differential leveling
 RL0220.and adjusted by the National Geodetic Survey in June 1991..
 RL0220
 RL0220.The geoid height was determined by GEOID03.
 RL0220
 RL0220.The dynamic height is computed by dividing the NAVD 88
 RL0220.geopotential number by the normal gravity value computed on the
 RL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0220.degrees latitude (g = 980.6199 gals.).
 RL0220
 RL0220.The modeled gravity was interpolated from observed gravity values.
 RL0220
 RL0220;                    North         East    Units  Estimated Accuracy
 RL0220;SPC MI N     -   171,500.    7,886,970.      MT  (+/- 180 meters Scaled)
 RL0220
 RL0220                          SUPERSEDED SURVEY CONTROL
 RL0220
 RL0220  NGVD 29 (??/??/92)  483.889  (m)         1587.56   (f) ADJ UNCH    2 0
 RL0220
 RL0220.Superseded values are not recommended for survey control.
 RL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0220.See file dsdata.txt to determine how the superseded data were derived.
 RL0220
 RL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS869303(NAD 83)
 RL0220_MARKER: DB = BENCH MARK DISK
 RL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0220_STAMPING: A 59 1934
 RL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0220+STABILITY: SURFACE MOTION
 RL0220
 RL0220  HISTORY     - Date     Condition        Report By
 RL0220  HISTORY     - 1934     MONUMENTED       CGS
 RL0220
 RL0220                          STATION DESCRIPTION
 RL0220
 RL0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0220'6.2 MI N FROM AMASA.
 RL0220'6.2 MILES NORTH ALONG U.S. HIGHWAY 141 FROM AMASA, IRON COUNTY,
 RL0220'1.9 MILES SOUTH OF BENCH MARK Z 66 DESCRIBED ABOVE, ABOUT 50
 RL0220'YARDS NORTH OF THE ANGLE OF A TURN, 28 FEET EAST OF THE
 RL0220'CENTERLINE OF THE HIGHWAY, AND 2 FEET WEST OF A FENCE.  A
 RL0220'STANDARD DISK, STAMPED A 59 1934 AND SET IN THE TOP OF A CONCRETE
 RL0220'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0003 ***********************************************************************
 QM0003  DESIGNATION -  A 60
 QM0003  PID         -  QM0003
 QM0003  STATE/COUNTY-  MI/DICKINSON
 QM0003  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0003
 QM0003                         *CURRENT SURVEY CONTROL
 QM0003  ___________________________________________________________________
 QM0003* NAD 83(1986)-  45 46 51.     (N)    088 03 25.     (W)     SCALED    
 QM0003* NAVD 88     -       333.174  (meters)    1093.09   (feet)  ADJUSTED  
 QM0003  ___________________________________________________________________
 QM0003  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 QM0003  DYNAMIC HT  -         333.164 (meters)    1093.06  (feet)  COMP
 QM0003  MODELED GRAV-     980,577.8   (mgal)                       NAVD 88
 QM0003
 QM0003  VERT ORDER  -  SECOND    CLASS 0
 QM0003
 QM0003.The horizontal coordinates were scaled from a topographic map and have
 QM0003.an estimated accuracy of +/- 6 seconds.
 QM0003
 QM0003.The orthometric height was determined by differential leveling
 QM0003.and adjusted by the National Geodetic Survey in June 1991..
 QM0003
 QM0003.The geoid height was determined by GEOID03.
 QM0003
 QM0003.The dynamic height is computed by dividing the NAVD 88
 QM0003.geopotential number by the normal gravity value computed on the
 QM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0003.degrees latitude (g = 980.6199 gals.).
 QM0003
 QM0003.The modeled gravity was interpolated from observed gravity values.
 QM0003
 QM0003;                    North         East    Units  Estimated Accuracy
 QM0003;SPC MI N     -   111,420.    7,917,810.      MT  (+/- 180 meters Scaled)
 QM0003
 QM0003                          SUPERSEDED SURVEY CONTROL
 QM0003
 QM0003  NGVD 29 (??/??/92)  333.172  (m)         1093.08   (f) ADJ UNCH    2 0
 QM0003
 QM0003.Superseded values are not recommended for survey control.
 QM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0003.See file dsdata.txt to determine how the superseded data were derived.
 QM0003
 QM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR178702(NAD 83)
 QM0003_MARKER: DB = BENCH MARK DISK
 QM0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0003_SP_SET: BRIDGE
 QM0003_STAMPING: A 60 1934
 QM0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0003
 QM0003  HISTORY     - Date     Condition        Report By
 QM0003  HISTORY     - 1934     MONUMENTED       CGS
 QM0003
 QM0003                          STATION DESCRIPTION
 QM0003
 QM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0003'2.5 MI S FROM IRON MOUNTAIN.
 QM0003'2.5 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0003'PACIFIC RAILROAD, FROM THE STATION AT IRON MOUNTAIN, AT THE
 QM0003'BRIDGE OVER MEMOMINEE RIVER, IN THE NORTH CONCRETE RETAINING
 QM0003'WALL, 1 FOOT NORTH OF THE SOUTHEAST CORNER, AND 9 FEET EAST
 QM0003'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A
 QM0003'60 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0245 ***********************************************************************
 RK0245  DESIGNATION -  A 61
 RK0245  PID         -  RK0245
 RK0245  STATE/COUNTY-  MI/MARQUETTE
 RK0245  USGS QUAD   -  REPUBLIC (1975)
 RK0245
 RK0245                         *CURRENT SURVEY CONTROL
 RK0245  ___________________________________________________________________
 RK0245* NAD 83(1986)-  46 24 19.     (N)    087 57 49.     (W)     SCALED    
 RK0245* NAVD 88     -       465.833  (meters)    1528.32   (feet)  ADJUSTED  
 RK0245  ___________________________________________________________________
 RK0245  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 RK0245  DYNAMIC HT  -         465.844 (meters)    1528.36  (feet)  COMP
 RK0245  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 RK0245
 RK0245  VERT ORDER  -  SECOND    CLASS 0
 RK0245
 RK0245.The horizontal coordinates were scaled from a topographic map and have
 RK0245.an estimated accuracy of +/- 6 seconds.
 RK0245
 RK0245.The orthometric height was determined by differential leveling
 RK0245.and adjusted by the National Geodetic Survey in June 1991..
 RK0245
 RK0245.The geoid height was determined by GEOID03.
 RK0245
 RK0245.The dynamic height is computed by dividing the NAVD 88
 RK0245.geopotential number by the normal gravity value computed on the
 RK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0245.degrees latitude (g = 980.6199 gals.).
 RK0245
 RK0245.The modeled gravity was interpolated from observed gravity values.
 RK0245
 RK0245;                    North         East    Units  Estimated Accuracy
 RK0245;SPC MI N     -   180,720.    7,925,910.      MT  (+/- 180 meters Scaled)
 RK0245
 RK0245                          SUPERSEDED SURVEY CONTROL
 RK0245
 RK0245  NGVD 29 (??/??/92)  465.772  (m)         1528.12   (f) ADJ UNCH    2 0
 RK0245
 RK0245.Superseded values are not recommended for survey control.
 RK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0245.See file dsdata.txt to determine how the superseded data were derived.
 RK0245
 RK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS259395(NAD 83)
 RK0245_MARKER: DB = BENCH MARK DISK
 RK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0245_STAMPING: A 61 1934
 RK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0245+STABILITY: SURFACE MOTION
 RK0245
 RK0245  HISTORY     - Date     Condition        Report By
 RK0245  HISTORY     - 1934     MONUMENTED       CGS
 RK0245  HISTORY     - 1951     MARK NOT FOUND   NGS
 RK0245  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0245
 RK0245                          STATION DESCRIPTION
 RK0245
 RK0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RK0245'1 MI N FROM REPUBLIC.
 RK0245'1 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RK0245'RAILROAD FROM THE STATION AT REPUBLIC, MARQUETTE COUNTY, 4 FEET
 RK0245'NORTH OF MILEPOST 338, 195 FEET NORTH OF A ROAD CROSSING, AND
 RK0245'27 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 RK0245'DISK, STAMPED A 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0245
 RK0245                          STATION RECOVERY (1985)
 RK0245
 RK0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0244 ***********************************************************************
 RL0244  DESIGNATION -  A 62
 RL0244  PID         -  RL0244
 RL0244  STATE/COUNTY-  MI/DICKINSON
 RL0244  USGS QUAD   -  SAGOLA (1955)
 RL0244
 RL0244                         *CURRENT SURVEY CONTROL
 RL0244  ___________________________________________________________________
 RL0244* NAD 83(1986)-  46 05 14.     (N)    088 01 04.     (W)     SCALED    
 RL0244* NAVD 88     -       420.726  (meters)    1380.33   (feet)  ADJUSTED  
 RL0244  ___________________________________________________________________
 RL0244  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 RL0244  DYNAMIC HT  -         420.723 (meters)    1380.32  (feet)  COMP
 RL0244  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 RL0244
 RL0244  VERT ORDER  -  SECOND    CLASS 0
 RL0244
 RL0244.The horizontal coordinates were scaled from a topographic map and have
 RL0244.an estimated accuracy of +/- 6 seconds.
 RL0244
 RL0244.The orthometric height was determined by differential leveling
 RL0244.and adjusted by the National Geodetic Survey in June 1991..
 RL0244
 RL0244.The geoid height was determined by GEOID03.
 RL0244
 RL0244.The dynamic height is computed by dividing the NAVD 88
 RL0244.geopotential number by the normal gravity value computed on the
 RL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0244.degrees latitude (g = 980.6199 gals.).
 RL0244
 RL0244.The modeled gravity was interpolated from observed gravity values.
 RL0244
 RL0244;                    North         East    Units  Estimated Accuracy
 RL0244;SPC MI N     -   145,430.    7,921,290.      MT  (+/- 180 meters Scaled)
 RL0244
 RL0244                          SUPERSEDED SURVEY CONTROL
 RL0244
 RL0244  NGVD 29 (??/??/92)  420.709  (m)         1380.28   (f) ADJ UNCH    2 0
 RL0244
 RL0244.Superseded values are not recommended for survey control.
 RL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0244.See file dsdata.txt to determine how the superseded data were derived.
 RL0244
 RL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS213042(NAD 83)
 RL0244_MARKER: DB = BENCH MARK DISK
 RL0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0244_STAMPING: A 62 1934
 RL0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0244+STABILITY: SURFACE MOTION
 RL0244
 RL0244  HISTORY     - Date     Condition        Report By
 RL0244  HISTORY     - 1934     MONUMENTED       CGS
 RL0244
 RL0244                          STATION DESCRIPTION
 RL0244
 RL0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0244'2.8 MI E FROM SAGOLA.
 RL0244'2.8 MILES EAST ALONG THE ROAD LEADING TO RALPH FROM SAGOLA,
 RL0244'DICKINSON COUNTY, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 RL0244'3 FEET WEST OF THE WEST LINE OF A LOG HOUSE, AND 1 FOOT NORTH
 RL0244'OF A FENCE.  A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE
 RL0244'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0279 ***********************************************************************
 RL0279  DESIGNATION -  A 63
 RL0279  PID         -  RL0279
 RL0279  STATE/COUNTY-  MI/IRON
 RL0279  USGS QUAD   -  BEECHWOOD (1981)
 RL0279
 RL0279                         *CURRENT SURVEY CONTROL
 RL0279  ___________________________________________________________________
 RL0279* NAD 83(1986)-  46 10 54.     (N)    088 46 55.     (W)     SCALED    
 RL0279* NAVD 88     -       477.707  (meters)    1567.28   (feet)  ADJUSTED  
 RL0279  ___________________________________________________________________
 RL0279  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 RL0279  DYNAMIC HT  -         477.717 (meters)    1567.31  (feet)  COMP
 RL0279  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 RL0279
 RL0279  VERT ORDER  -  SECOND    CLASS 0
 RL0279
 RL0279.The horizontal coordinates were scaled from a topographic map and have
 RL0279.an estimated accuracy of +/- 6 seconds.
 RL0279
 RL0279.The orthometric height was determined by differential leveling
 RL0279.and adjusted by the National Geodetic Survey in June 1991..
 RL0279
 RL0279.The geoid height was determined by GEOID03.
 RL0279
 RL0279.The dynamic height is computed by dividing the NAVD 88
 RL0279.geopotential number by the normal gravity value computed on the
 RL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0279.degrees latitude (g = 980.6199 gals.).
 RL0279
 RL0279.The modeled gravity was interpolated from observed gravity values.
 RL0279
 RL0279;                    North         East    Units  Estimated Accuracy
 RL0279;SPC MI N     -   156,960.    7,862,440.      MT  (+/- 180 meters Scaled)
 RL0279
 RL0279                          SUPERSEDED SURVEY CONTROL
 RL0279
 RL0279  NGVD 29 (??/??/92)  477.720  (m)         1567.32   (f) ADJ UNCH    2 0
 RL0279
 RL0279.Superseded values are not recommended for survey control.
 RL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0279.See file dsdata.txt to determine how the superseded data were derived.
 RL0279
 RL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS624157(NAD 83)
 RL0279_MARKER: DB = BENCH MARK DISK
 RL0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0279_STAMPING: A 63 1934
 RL0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0279+STABILITY: SURFACE MOTION
 RL0279
 RL0279  HISTORY     - Date     Condition        Report By
 RL0279  HISTORY     - 1934     MONUMENTED       CGS
 RL0279  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0279  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0279  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0279
 RL0279                          STATION DESCRIPTION
 RL0279
 RL0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0279'1.9 MI NW FROM BEECHWOOD.
 RL0279'1.9 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0279'FROM BEECHWOOD, IRON COUNTY, 32 RAILS EAST OF MILEPOST POWERS
 RL0279'78, 25 FEET EAST OF A COUNTY ROAD CROSSING, OPPOSITE THE ENTRANCE
 RL0279'TO THE BLANCHARD FARM, 30 FEET NORTH OF THE CENTERLINE OF THE
 RL0279'TRACK, AND 25 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 RL0279'STAMPED A 63 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0279'4 INCHES ABOVE GROUND.
 RL0279
 RL0279                          STATION RECOVERY (1978)
 RL0279
 RL0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0279'MARK NOT FOUND.
 RL0279
 RL0279                          STATION RECOVERY (1997)
 RL0279
 RL0279'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0279'MARK NOT FOUND.
 RL0279
 RL0279                          STATION RECOVERY (2002)
 RL0279
 RL0279'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0211 ***********************************************************************
 RK0211  DESIGNATION -  A 64
 RK0211  PID         -  RK0211
 RK0211  STATE/COUNTY-  MI/MARQUETTE
 RK0211  USGS QUAD   -  NORTHLAND (1986)
 RK0211
 RK0211                         *CURRENT SURVEY CONTROL
 RK0211  ___________________________________________________________________
 RK0211* NAD 83(1986)-  46 03 15.     (N)    087 30 27.     (W)     SCALED    
 RK0211* NAVD 88     -       318.030  (meters)    1043.40   (feet)  ADJUSTED  
 RK0211  ___________________________________________________________________
 RK0211  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 RK0211  DYNAMIC HT  -         318.035 (meters)    1043.42  (feet)  COMP
 RK0211  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 RK0211
 RK0211  VERT ORDER  -  SECOND    CLASS 0
 RK0211
 RK0211.The horizontal coordinates were scaled from a topographic map and have
 RK0211.an estimated accuracy of +/- 6 seconds.
 RK0211
 RK0211.The orthometric height was determined by differential leveling
 RK0211.and adjusted by the National Geodetic Survey in June 1991..
 RK0211
 RK0211.The geoid height was determined by GEOID03.
 RK0211
 RK0211.The dynamic height is computed by dividing the NAVD 88
 RK0211.geopotential number by the normal gravity value computed on the
 RK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0211.degrees latitude (g = 980.6199 gals.).
 RK0211
 RK0211.The modeled gravity was interpolated from observed gravity values.
 RK0211
 RK0211;                    North         East    Units  Estimated Accuracy
 RK0211;SPC MI N     -   141,370.    7,960,730.      MT  (+/- 180 meters Scaled)
 RK0211
 RK0211                          SUPERSEDED SURVEY CONTROL
 RK0211
 RK0211  NGVD 29 (??/??/92)  318.053  (m)         1043.48   (f) ADJ UNCH    2 0
 RK0211
 RK0211.Superseded values are not recommended for survey control.
 RK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0211.See file dsdata.txt to determine how the superseded data were derived.
 RK0211
 RK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS607001(NAD 83)
 RK0211_MARKER: DB = BENCH MARK DISK
 RK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0211_STAMPING: A 64 1934
 RK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0211+STABILITY: SURFACE MOTION
 RK0211
 RK0211  HISTORY     - Date     Condition        Report By
 RK0211  HISTORY     - 1934     MONUMENTED       CGS
 RK0211
 RK0211                          STATION DESCRIPTION
 RK0211
 RK0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0211'1.8 MI W FROM MASHEK.
 RK0211'1.8 MILES WEST ALONG THE ESCANABA AND LAKE SUPERIOR RAILROAD
 RK0211'FROM THE STATION AT MASHEK, MARQUETTE COUNTY, 27 FEET EAST OF A
 RK0211'SIGNPOST MARKED SPUR 31, 17 FEET SOUTH OF THE CENTERLINE OF THE
 RK0211'MAIN TRACK, AND 21 FEET EAST OF A TELEPHONE POLE.  A STANDARD
 RK0211'DISK, STAMPED A 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0054 ***********************************************************************
 SG0054  DESIGNATION -  A 65
 SG0054  PID         -  SG0054
 SG0054  STATE/COUNTY-  MI/HOUGHTON
 SG0054  USGS QUAD   -  HANCOCK (1975)
 SG0054
 SG0054                         *CURRENT SURVEY CONTROL
 SG0054  ___________________________________________________________________
 SG0054* NAD 83(1986)-  47 07 31.     (N)    088 34 32.     (W)     SCALED    
 SG0054* NAVD 88     -       185.636  (meters)     609.04   (feet)  ADJUSTED  
 SG0054  ___________________________________________________________________
 SG0054  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 SG0054  DYNAMIC HT  -         185.664 (meters)     609.13  (feet)  COMP
 SG0054  MODELED GRAV-     980,761.1   (mgal)                       NAVD 88
 SG0054
 SG0054  VERT ORDER  -  FIRST     CLASS II
 SG0054
 SG0054.The horizontal coordinates were scaled from a topographic map and have
 SG0054.an estimated accuracy of +/- 6 seconds.
 SG0054
 SG0054.The orthometric height was determined by differential leveling
 SG0054.and adjusted by the National Geodetic Survey in June 1991..
 SG0054
 SG0054.The geoid height was determined by GEOID03.
 SG0054
 SG0054.The dynamic height is computed by dividing the NAVD 88
 SG0054.geopotential number by the normal gravity value computed on the
 SG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0054.degrees latitude (g = 980.6199 gals.).
 SG0054
 SG0054.The modeled gravity was interpolated from observed gravity values.
 SG0054
 SG0054;                    North         East    Units  Estimated Accuracy
 SG0054;SPC MI N     -   261,490.    7,880,460.      MT  (+/- 180 meters Scaled)
 SG0054
 SG0054                          SUPERSEDED SURVEY CONTROL
 SG0054
 SG0054  NGVD 29 (??/??/92)  185.646  (m)          609.07   (f) ADJ UNCH    1 2
 SG0054
 SG0054.Superseded values are not recommended for survey control.
 SG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0054.See file dsdata.txt to determine how the superseded data were derived.
 SG0054
 SG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT804202(NAD 83)
 SG0054_MARKER: DB = BENCH MARK DISK
 SG0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0054_STAMPING: A 65 1934
 SG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0054+STABILITY: SURFACE MOTION
 SG0054
 SG0054  HISTORY     - Date     Condition        Report By
 SG0054  HISTORY     - 1934     MONUMENTED       CGS
 SG0054  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0054
 SG0054                          STATION DESCRIPTION
 SG0054
 SG0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0054'AT HANCOCK.
 SG0054'AT HANCOCK, HOUGHTON COUNTY, 0.9 MILE EAST OF THE MINERAL RANGE
 SG0054'RAILROAD PASSENGER STATION, ABOUT 20 RAILS WEST OF U.S. HIGHWAY 41
 SG0054'AND THE RAILROAD BRIDGE OVER PORTAGE RIVER, AND 12 FEET NORTH OF
 SG0054'THE MAIN TRACK.  A STANDARD DISK, STAMPED A 65 1934 AND SET IN THE
 SG0054'TOP OF A CONCRETE POST.
 SG0054
 SG0054                          STATION RECOVERY (1996)
 SG0054
 SG0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0054'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0034 ***********************************************************************
 SG0034  DESIGNATION -  A 66
 SG0034  PID         -  SG0034
 SG0034  STATE/COUNTY-  MI/KEWEENAW
 SG0034  USGS QUAD   -  EAGLE HARBOR (1975)
 SG0034
 SG0034                         *CURRENT SURVEY CONTROL
 SG0034  ___________________________________________________________________
 SG0034* NAD 83(1986)-  47 24 52.     (N)    088 09 36.     (W)     SCALED    
 SG0034* NAVD 88     -       339.097  (meters)    1112.52   (feet)  ADJUSTED  
 SG0034  ___________________________________________________________________
 SG0034  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 SG0034  DYNAMIC HT  -         339.152 (meters)    1112.70  (feet)  COMP
 SG0034  MODELED GRAV-     980,763.7   (mgal)                       NAVD 88
 SG0034
 SG0034  VERT ORDER  -  FIRST     CLASS II
 SG0034
 SG0034.The horizontal coordinates were scaled from a topographic map and have
 SG0034.an estimated accuracy of +/- 6 seconds.
 SG0034
 SG0034.The orthometric height was determined by differential leveling
 SG0034.and adjusted by the National Geodetic Survey in June 1991..
 SG0034
 SG0034.The geoid height was determined by GEOID03.
 SG0034
 SG0034.The dynamic height is computed by dividing the NAVD 88
 SG0034.geopotential number by the normal gravity value computed on the
 SG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0034.degrees latitude (g = 980.6199 gals.).
 SG0034
 SG0034.The modeled gravity was interpolated from observed gravity values.
 SG0034
 SG0034;                    North         East    Units  Estimated Accuracy
 SG0034;SPC MI N     -   293,100.    7,912,450.      MT  (+/- 180 meters Scaled)
 SG0034
 SG0034                          SUPERSEDED SURVEY CONTROL
 SG0034
 SG0034  NGVD 29 (??/??/92)  339.094  (m)         1112.51   (f) ADJ UNCH    1 2
 SG0034
 SG0034.Superseded values are not recommended for survey control.
 SG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0034.See file dsdata.txt to determine how the superseded data were derived.
 SG0034
 SG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT124518(NAD 83)
 SG0034_MARKER: DB = BENCH MARK DISK
 SG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0034_STAMPING: A 66 1934
 SG0034_MARK LOGO: CGS   
 SG0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0034+STABILITY: SURFACE MOTION
 SG0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0034+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 SG0034
 SG0034  HISTORY     - Date     Condition        Report By
 SG0034  HISTORY     - 1934     MONUMENTED       CGS
 SG0034  HISTORY     - 1982     GOOD             LOCSUR
 SG0034  HISTORY     - 19941227 GOOD             MIDT
 SG0034  HISTORY     - 19960717 GOOD             NGS
 SG0034  HISTORY     - 20000608 MARK NOT FOUND   USPSQD
 SG0034  HISTORY     - 20010908 MARK NOT FOUND   USPSQD
 SG0034  HISTORY     - 20010912 GOOD             USPSQD
 SG0034
 SG0034                          STATION DESCRIPTION
 SG0034
 SG0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0034'13 MI N FROM MOHAWK.
 SG0034'ABOUT 13 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0034'COUNTY, ABOUT 1.9 MILES EAST OF CENTERAL, 350 FEET WEST OF A
 SG0034'CONCRETE PIPE HIGHWAY CULVERT AT THE POINT OF A CURVE, 75 FEET
 SG0034'NORTHEAST OF AND ACROSS THE HIGHWAY FROM A GNARLED APPLE TREE
 SG0034'WITH FIVE FORKS, 25 FEET WEST OF AN 18-INCH PINE TREE, AND 35
 SG0034'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SG0034'STAMPED A 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0034
 SG0034                          STATION RECOVERY (1982)
 SG0034
 SG0034'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 SG0034'CHANGE DESC: TO 427' WEST OF CONCRETE CULVERT AT STATION 355 95, 230'
 SG0034'NORTHEAST ALONG U.S. HIGHWAY 41 FROM LOGGING ROAD TO NORTH, AND 40'
 SG0034'SOUTH OF THE CENTERLINE OF US HIGHWAY 41. THE GNARLED APPLE TREE AND
 SG0034'18 INCH PINE REFERENCES HAVE DIED OR BEEN CUT DOWN. THE MILAGE
 SG0034'LOCATION WAS SATISFACTORY.
 SG0034
 SG0034                          STATION RECOVERY (1994)
 SG0034
 SG0034'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0034'ABOUT 19.0 MI (30.6 KM) NORTHEAST OF CALUMET, ALONG U.S. HIGHWAY 41,
 SG0034'ON RIGHT-OF-WAY PROPERTY.  IT IS IN SECTION 19, T-58-N, R-30-W.  TO
 SG0034'REACH FROM THE JUNCTION OF US HIGHWAY 41 AND STATE HIGHWAY M-26 IN
 SG0034'PHOENIX, FOLLOW HIGHWAY 41 NORTH FOR 5.9 MI (9.5 KM) TO THE MARK ON
 SG0034'THE RIGHT.  STATION IS 427.0 FT (130.1 M) SOUTHWEST OF A CONCRETE
 SG0034'CULVERT AT HIGHWAY PLAN STATION 355 + 95, ABOUT 230 FT (70.1 M)
 SG0034'NORTHEAST ALONG US HIGHWAY 41 FROM A WOODS ROAD NORTH, 40.0 FT (12.2
 SG0034'M) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 41, ABOUT 5.0 FT (1.5 M)
 SG0034'SOUTHEAST OF THE WOODS LINE, AND 1.0 FT (0.3 M) SOUTHEAST OF A WITNESS
 SG0034'POST, PROJECTING ABOUT 4-INCHES ABOVE THE GROUND.
 SG0034
 SG0034                          STATION RECOVERY (1996)
 SG0034
 SG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0034'9.5 KM (5.90 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 SG0034'STATE HIGHWAY 26 IN PHOENIX, 12.3 M (40.4 FT) SOUTHEAST OF THE HIGHWAY
 SG0034'CENTERLINE, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0
 SG0034'FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3
 SG0034'FT) ABOVE THE GROUND SURFACE.
 SG0034
 SG0034                          STATION RECOVERY (2000)
 SG0034
 SG0034'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0034'HIGHWAY HAS BEEN REBUILT AND MARK GRADED OUT.
 SG0034
 SG0034                          STATION RECOVERY (2001)
 SG0034
 SG0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0034'HIGHWAY REBUILT MARK MAY HAVE BEEN REMOVED.
 SG0034
 SG0034                          STATION RECOVERY (2001)
 SG0034
 SG0034'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0937 ***********************************************************************
 RL0937  DESIGNATION -  A 67
 RL0937  PID         -  RL0937
 RL0937  STATE/COUNTY-  MI/GOGEBIC
 RL0937  USGS QUAD   -  LAND O' LAKES (1982)
 RL0937
 RL0937                         *CURRENT SURVEY CONTROL
 RL0937  ___________________________________________________________________
 RL0937* NAD 83(1986)-  46 13 50.     (N)    089 11 37.     (W)     SCALED    
 RL0937* NAVD 88     -       503.959  (meters)    1653.41   (feet)  ADJUSTED  
 RL0937  ___________________________________________________________________
 RL0937  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 RL0937  DYNAMIC HT  -         503.966 (meters)    1653.43  (feet)  COMP
 RL0937  MODELED GRAV-     980,612.7   (mgal)                       NAVD 88
 RL0937
 RL0937  VERT ORDER  -  SECOND    CLASS 0
 RL0937
 RL0937.The horizontal coordinates were scaled from a topographic map and have
 RL0937.an estimated accuracy of +/- 6 seconds.
 RL0937
 RL0937.The orthometric height was determined by differential leveling
 RL0937.and adjusted by the National Geodetic Survey in June 1991..
 RL0937
 RL0937.The geoid height was determined by GEOID03.
 RL0937
 RL0937.The dynamic height is computed by dividing the NAVD 88
 RL0937.geopotential number by the normal gravity value computed on the
 RL0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0937.degrees latitude (g = 980.6199 gals.).
 RL0937
 RL0937.The modeled gravity was interpolated from observed gravity values.
 RL0937
 RL0937;                    North         East    Units  Estimated Accuracy
 RL0937;SPC MI N     -   163,190.    7,830,820.      MT  (+/- 180 meters Scaled)
 RL0937
 RL0937                          SUPERSEDED SURVEY CONTROL
 RL0937
 RL0937  NGVD 29 (??/??/92)  503.979  (m)         1653.47   (f) ADJ UNCH    2 0
 RL0937
 RL0937.Superseded values are not recommended for survey control.
 RL0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0937.See file dsdata.txt to determine how the superseded data were derived.
 RL0937
 RL0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS308220(NAD 83)
 RL0937_MARKER: DB = BENCH MARK DISK
 RL0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0937_STAMPING: A 67 1934
 RL0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0937+STABILITY: SURFACE MOTION
 RL0937
 RL0937  HISTORY     - Date     Condition        Report By
 RL0937  HISTORY     - 1934     MONUMENTED       CGS
 RL0937  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0937  HISTORY     - 20001115 MARK NOT FOUND   MIDT
 RL0937
 RL0937                          STATION DESCRIPTION
 RL0937
 RL0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0937'3 MI S FROM WATERSMEET.
 RL0937'3.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0937'FROM THE STATION AT WATERSMEET, GOGEBIC COUNTY, AT THE CROSSING
 RL0937'OF U.S. HIGHWAY 45, 25 FEET NORTH OF THE CENTERLINE OF THE
 RL0937'HIGHWAY, 12 FEET EAST OF THE CENTERLINE OF THE TRACK, AND NEAR
 RL0937'A CROSSING-WARNING SIGN.  A STANDARD DISK, STAMPED A 67 1934
 RL0937'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL0937
 RL0937                          STATION RECOVERY (1978)
 RL0937
 RL0937'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0937'MARK NOT FOUND.
 RL0937
 RL0937                          STATION RECOVERY (2000)
 RL0937
 RL0937'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0937'THE RR HAS BEEN DISMANTLED AND IS NOW AN ORV TRAIL. THE ROAD IS NOW
 RL0937'OLD US HWY 45.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0170 ***********************************************************************
 QK0170  DESIGNATION -  A 76
 QK0170  PID         -  QK0170
 QK0170  STATE/COUNTY-  MI/CHEBOYGAN
 QK0170  USGS QUAD   -  ST IGNACE (1976)
 QK0170
 QK0170                         *CURRENT SURVEY CONTROL
 QK0170  ___________________________________________________________________
 QK0170* NAD 83(1986)-  45 46 48.     (N)    084 43 39.     (W)     SCALED    
 QK0170* NAVD 88     -       180.117  (meters)     590.93   (feet)  ADJUSTED  
 QK0170  ___________________________________________________________________
 QK0170  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0170  DYNAMIC HT  -         180.121 (meters)     590.95  (feet)  COMP
 QK0170  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 QK0170
 QK0170  VERT ORDER  -  FIRST     CLASS II
 QK0170
 QK0170.The horizontal coordinates were scaled from a topographic map and have
 QK0170.an estimated accuracy of +/- 6 seconds.
 QK0170
 QK0170.The orthometric height was determined by differential leveling
 QK0170.and adjusted by the National Geodetic Survey in June 1991..
 QK0170
 QK0170.The geoid height was determined by GEOID03.
 QK0170
 QK0170.The dynamic height is computed by dividing the NAVD 88
 QK0170.geopotential number by the normal gravity value computed on the
 QK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0170.degrees latitude (g = 980.6199 gals.).
 QK0170
 QK0170.The modeled gravity was interpolated from observed gravity values.
 QK0170
 QK0170;                    North         East    Units  Estimated Accuracy
 QK0170;SPC MI C     -   273,800.    5,971,940.      MT  (+/- 180 meters Scaled)
 QK0170
 QK0170                          SUPERSEDED SURVEY CONTROL
 QK0170
 QK0170  NGVD 29 (??/??/92)  180.129  (m)          590.97   (f) ADJ UNCH    1 2
 QK0170
 QK0170.Superseded values are not recommended for survey control.
 QK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0170.See file dsdata.txt to determine how the superseded data were derived.
 QK0170
 QK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766721(NAD 83)
 QK0170_MARKER: DB = BENCH MARK DISK
 QK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0170_STAMPING: A 76 1934
 QK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0170+STABILITY: SURFACE MOTION
 QK0170
 QK0170  HISTORY     - Date     Condition        Report By
 QK0170  HISTORY     - 1934     MONUMENTED       CGS
 QK0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0170
 QK0170                          STATION DESCRIPTION
 QK0170
 QK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0170'AT MACKINAW CITY.
 QK0170'AT MACKINAW CITY, CHEBOYGAN COUNTY, ON THE PENNSYLVANIA RAILROAD,
 QK0170'11 YARDS NORTH OF THE NORTH FACE OF UNION STATION, 18 YARDS
 QK0170'EAST OF A BRICK WALK LEADING TO THE ENTRANCE TO THE STATION,
 QK0170'6 YARDS SOUTH OF THE SOUTH RAIL OF THE FIRST TRACK NORTH OF THE
 QK0170'NORTH SIDE OF THE STATION, 2 YARDS SOUTH OF THE SOUTH EDGE OF
 QK0170'A BRICK WALK PARALLELING THE TRACK, AND 1 YARD WEST OF A TALL
 QK0170'ELECTRIC-LIGHT POLE.  A STANDARD DISK, STAMPED A 76 1934 AND
 QK0170'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QK0170'GROUND.
 QK0170
 QK0170                          STATION RECOVERY (1983)
 QK0170
 QK0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0170'NOT RECOVERED DUE TO CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0307 ***********************************************************************
 QK0307  DESIGNATION -  A 77
 QK0307  PID         -  QK0307
 QK0307  STATE/COUNTY-  MI/CHARLEVOIX
 QK0307  USGS QUAD   -  
 QK0307
 QK0307                         *CURRENT SURVEY CONTROL
 QK0307  ___________________________________________________________________
 QK0307* NAD 83(1986)-  45 20 20.     (N)    085 12 16.     (W)     SCALED    
 QK0307* NAVD 88     -       200.885  (meters)     659.07   (feet)  ADJUSTED  
 QK0307  ___________________________________________________________________
 QK0307  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0307  DYNAMIC HT  -         200.879 (meters)     659.05  (feet)  COMP
 QK0307  MODELED GRAV-     980,583.0   (mgal)                       NAVD 88
 QK0307
 QK0307  VERT ORDER  -  SECOND    CLASS 0
 QK0307
 QK0307.The horizontal coordinates were scaled from a topographic map and have
 QK0307.an estimated accuracy of +/- 6 seconds.
 QK0307
 QK0307.The orthometric height was determined by differential leveling
 QK0307.and adjusted by the National Geodetic Survey in June 1991..
 QK0307
 QK0307.The geoid height was determined by GEOID03.
 QK0307
 QK0307.The dynamic height is computed by dividing the NAVD 88
 QK0307.geopotential number by the normal gravity value computed on the
 QK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0307.degrees latitude (g = 980.6199 gals.).
 QK0307
 QK0307.The modeled gravity was interpolated from observed gravity values.
 QK0307
 QK0307;                    North         East    Units  Estimated Accuracy
 QK0307;SPC MI C     -   225,050.    5,934,340.      MT  (+/- 180 meters Scaled)
 QK0307
 QK0307                          SUPERSEDED SURVEY CONTROL
 QK0307
 QK0307  NGVD 29 (??/??/92)  200.960  (m)          659.32   (f) ADJ UNCH    2 0
 QK0307
 QK0307.Superseded values are not recommended for survey control.
 QK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0307.See file dsdata.txt to determine how the superseded data were derived.
 QK0307
 QK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR406221(NAD 83)
 QK0307_MARKER: DB = BENCH MARK DISK
 QK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0307_STAMPING: A 77 1934
 QK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0307+STABILITY: SURFACE MOTION
 QK0307
 QK0307  HISTORY     - Date     Condition        Report By
 QK0307  HISTORY     - 1934     MONUMENTED       CGS
 QK0307  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0307
 QK0307                          STATION DESCRIPTION
 QK0307
 QK0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0307'2.5 MI E FROM CHARLEVOIX.
 QK0307'2.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0307'STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 38 YARDS WEST OF
 QK0307'MILEPOST GR 212, 28 YARDS SOUTH OF A GATE IN A FENCE, 13 YARDS
 QK0307'SOUTH OF THE CENTER OF A ROAD CROSSING, 6 YARDS EAST OF THE
 QK0307'CENTERLINE OF THE ROAD, 1 YARD EAST OF A TELEPHONE POLE, AND
 QK0307'LEVEL WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED A 77
 QK0307'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 QK0307'ABOVE GROUND.
 QK0307
 QK0307                          STATION RECOVERY (1984)
 QK0307
 QK0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0307'NOT RECOVERED, APPEARS TO HAVE BEEN GRADED OUT OR COVERED OVER BY ROAD
 QK0307'GRADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0184 ***********************************************************************
 PL0184  DESIGNATION -  A 78
 PL0184  PID         -  PL0184
 PL0184  STATE/COUNTY-  MI/KALKASKA
 PL0184  USGS QUAD   -  FIFE LAKE (1985)
 PL0184
 PL0184                         *CURRENT SURVEY CONTROL
 PL0184  ___________________________________________________________________
 PL0184* NAD 83(1986)-  44 46 14.     (N)    085 15 28.     (W)     SCALED    
 PL0184* NAVD 88     -       302.962  (meters)     993.97   (feet)  ADJUSTED  
 PL0184  ___________________________________________________________________
 PL0184  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 PL0184  DYNAMIC HT  -         302.942 (meters)     993.90  (feet)  COMP
 PL0184  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 PL0184
 PL0184  VERT ORDER  -  SECOND    CLASS 0
 PL0184
 PL0184.The horizontal coordinates were scaled from a topographic map and have
 PL0184.an estimated accuracy of +/- 6 seconds.
 PL0184
 PL0184.The orthometric height was determined by differential leveling
 PL0184.and adjusted by the National Geodetic Survey in June 1991..
 PL0184
 PL0184.The geoid height was determined by GEOID03.
 PL0184
 PL0184.The dynamic height is computed by dividing the NAVD 88
 PL0184.geopotential number by the normal gravity value computed on the
 PL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0184.degrees latitude (g = 980.6199 gals.).
 PL0184
 PL0184.The modeled gravity was interpolated from observed gravity values.
 PL0184
 PL0184;                    North         East    Units  Estimated Accuracy
 PL0184;SPC MI C     -   161,940.    5,929,470.      MT  (+/- 180 meters Scaled)
 PL0184
 PL0184                          SUPERSEDED SURVEY CONTROL
 PL0184
 PL0184  NGVD 29 (??/??/92)  303.062  (m)          994.30   (f) ADJ UNCH    2 0
 PL0184
 PL0184.Superseded values are not recommended for survey control.
 PL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0184.See file dsdata.txt to determine how the superseded data were derived.
 PL0184
 PL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ378589(NAD 83)
 PL0184_MARKER: DB = BENCH MARK DISK
 PL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0184_STAMPING: A 78 1934
 PL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0184+STABILITY: SURFACE MOTION
 PL0184
 PL0184  HISTORY     - Date     Condition        Report By
 PL0184  HISTORY     - 1934     MONUMENTED       CGS
 PL0184  HISTORY     - 1949     GOOD             NGS
 PL0184  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0184  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0184  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0184  HISTORY     - 20010806 GOOD             NGS
 PL0184
 PL0184                          STATION DESCRIPTION
 PL0184
 PL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0184'6.5 MI NW FROM KALKASKA.
 PL0184'6.5 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM KALKASKA,
 PL0184'KALKASKA COUNTY, 1.1 MILES SOUTH OF THE JUNCTION OF THE COUNTY
 PL0184'ROAD LEADING TO RAPID CITY, 150 YARDS SOUTHEAST OF A LARGE
 PL0184'CONCRETE BLOCK ON THE SUMMIT OF A LONG HILL, 20 YARDS NORTH OF
 PL0184'THE FIRST CURVE SOUTH OF THE SUMMIT OF THE HILL, 2 YARDS EAST
 PL0184'OF TELEPHONE POLE 456, AND 8 YARDS EAST OF THE CENTERLINE OF THE
 PL0184'HIGHWAY.  A STANDARD DISK, STAMPED A 78 1934 AND SET IN THE TOP
 PL0184'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 PL0184
 PL0184                          STATION RECOVERY (1984)
 PL0184
 PL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0184'NOT RECOVERED, INADEQUATE DESCRIPTION, STATE HIGHWAY 72 RUNS EAST AND
 PL0184'WEST.
 PL0184
 PL0184                          STATION RECOVERY (1992)
 PL0184
 PL0184'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0184'MARK NOT FOUND.
 PL0184
 PL0184                          STATION RECOVERY (1997)
 PL0184
 PL0184'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0184'MARK NOT FOUND.
 PL0184
 PL0184                          STATION RECOVERY (2001)
 PL0184
 PL0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0154 ***********************************************************************
 QK0154  DESIGNATION -  A 79
 QK0154  PID         -  QK0154
 QK0154  STATE/COUNTY-  MI/OTSEGO
 QK0154  USGS QUAD   -  ELMIRA (1986)
 QK0154
 QK0154                         *CURRENT SURVEY CONTROL
 QK0154  ___________________________________________________________________
 QK0154* NAD 83(1986)-  45 04 19.     (N)    084 46 45.     (W)     SCALED    
 QK0154* NAVD 88     -       399.438  (meters)    1310.49   (feet)  ADJUSTED  
 QK0154  ___________________________________________________________________
 QK0154  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 QK0154  DYNAMIC HT  -         399.396 (meters)    1310.35  (feet)  COMP
 QK0154  MODELED GRAV-     980,499.9   (mgal)                       NAVD 88
 QK0154
 QK0154  VERT ORDER  -  SECOND    CLASS 0
 QK0154
 QK0154.The horizontal coordinates were scaled from a topographic map and have
 QK0154.an estimated accuracy of +/- 6 seconds.
 QK0154
 QK0154.The orthometric height was determined by differential leveling
 QK0154.and adjusted by the National Geodetic Survey in June 1991..
 QK0154
 QK0154.The geoid height was determined by GEOID03.
 QK0154
 QK0154.The dynamic height is computed by dividing the NAVD 88
 QK0154.geopotential number by the normal gravity value computed on the
 QK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0154.degrees latitude (g = 980.6199 gals.).
 QK0154
 QK0154.The modeled gravity was interpolated from observed gravity values.
 QK0154
 QK0154;                    North         East    Units  Estimated Accuracy
 QK0154;SPC MI C     -   195,130.    5,967,520.      MT  (+/- 180 meters Scaled)
 QK0154
 QK0154                          SUPERSEDED SURVEY CONTROL
 QK0154
 QK0154  NGVD 29 (??/??/92)  399.521  (m)         1310.76   (f) ADJ UNCH    2 0
 QK0154
 QK0154.Superseded values are not recommended for survey control.
 QK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0154.See file dsdata.txt to determine how the superseded data were derived.
 QK0154
 QK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ748933(NAD 83)
 QK0154_MARKER: DB = BENCH MARK DISK
 QK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0154_STAMPING: A 79 1934
 QK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0154+STABILITY: SURFACE MOTION
 QK0154
 QK0154  HISTORY     - Date     Condition        Report By
 QK0154  HISTORY     - 1934     MONUMENTED       CGS
 QK0154  HISTORY     - 1938     GOOD             NGS
 QK0154  HISTORY     - 1984     POOR             USGS
 QK0154  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0154
 QK0154                          STATION DESCRIPTION
 QK0154
 QK0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0154'6.2 MI W FROM GAYLORD.
 QK0154'6.2 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0154'STATION AT GAYLORD, OTSEGO COUNTY, ON THE RIGHT-OF-WAY OF THE
 QK0154'RURAL ELECTRIC CO. POWER LINE, 75 YARDS WEST OF THE OLD STATION
 QK0154'AT HALLOCK, 50 YARDS NORTH OF THE TED BROSKEY TWO-STORY
 QK0154'RESIDENCE IN 1934, AT A DIRT-ROAD CROSSING, 15 YARDS SOUTH OF
 QK0154'THE CENTERLINE OF THE OLD RAILROAD ROADBED, 10 YARDS EAST OF THE
 QK0154'CENTERLINE OF THE ROAD, AND 1 YARD EAST OF A TELEPHONE POLE.
 QK0154'A STANDARD DISK, STAMPED A 79 1934 AND SET IN THE TOP OF A
 QK0154'CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 QK0154
 QK0154                          STATION RECOVERY (1984)
 QK0154
 QK0154'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QK0154'MARK RECOVERED IN POOR CONDITION.
 QK0154
 QK0154                          STATION RECOVERY (1996)
 QK0154
 QK0154'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0030 ***********************************************************************
 PL0030  DESIGNATION -  A 81
 PL0030  PID         -  PL0030
 PL0030  STATE/COUNTY-  MI/OSCODA
 PL0030  USGS QUAD   -  MIO (1972)
 PL0030
 PL0030                         *CURRENT SURVEY CONTROL
 PL0030  ___________________________________________________________________
 PL0030* NAD 83(1986)-  44 41 37.     (N)    084 07 49.     (W)     SCALED    
 PL0030* NAVD 88     -       318.149  (meters)    1043.79   (feet)  ADJUSTED  
 PL0030  ___________________________________________________________________
 PL0030  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PL0030  DYNAMIC HT  -         318.111 (meters)    1043.67  (feet)  COMP
 PL0030  MODELED GRAV-     980,488.1   (mgal)                       NAVD 88
 PL0030
 PL0030  VERT ORDER  -  SECOND    CLASS 0
 PL0030
 PL0030.The horizontal coordinates were scaled from a topographic map and have
 PL0030.an estimated accuracy of +/- 6 seconds.
 PL0030
 PL0030.The orthometric height was determined by differential leveling
 PL0030.and adjusted by the National Geodetic Survey in June 1991..
 PL0030
 PL0030.The geoid height was determined by GEOID03.
 PL0030
 PL0030.The dynamic height is computed by dividing the NAVD 88
 PL0030.geopotential number by the normal gravity value computed on the
 PL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0030.degrees latitude (g = 980.6199 gals.).
 PL0030
 PL0030.The modeled gravity was interpolated from observed gravity values.
 PL0030
 PL0030;                    North         East    Units  Estimated Accuracy
 PL0030;SPC MI C     -   153,030.    6,018,740.      MT  (+/- 180 meters Scaled)
 PL0030
 PL0030                          SUPERSEDED SURVEY CONTROL
 PL0030
 PL0030  NGVD 29 (??/??/92)  318.285  (m)         1044.24   (f) ADJ UNCH    2 0
 PL0030
 PL0030.Superseded values are not recommended for survey control.
 PL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0030.See file dsdata.txt to determine how the superseded data were derived.
 PL0030
 PL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ273529(NAD 83)
 PL0030_MARKER: DB = BENCH MARK DISK
 PL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0030_STAMPING: A 81 1934
 PL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0030+STABILITY: SURFACE MOTION
 PL0030
 PL0030  HISTORY     - Date     Condition        Report By
 PL0030  HISTORY     - 1934     MONUMENTED       CGS
 PL0030  HISTORY     - 1950     GOOD             NGS
 PL0030  HISTORY     - 1972     MARK NOT FOUND   USGS
 PL0030  HISTORY     - 19950405 MARK NOT FOUND   RBNF
 PL0030  HISTORY     - 20011203 GOOD             NGS
 PL0030
 PL0030                          STATION DESCRIPTION
 PL0030
 PL0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PL0030'2.5 MI N FROM MIO.
 PL0030'2.5 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0030'MIO, OSCODA COUNTY, 500 YARDS NORTH OF A FARMHOUSE ON THE EVERGREEN
 PL0030'FARM, 300 YARDS SOUTH OF THE CENTERLINE OF A COUNTY ROAD, 42
 PL0030'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, LEVEL WITH THE HIGHWAY
 PL0030'AND 1 FOOT WEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED A 81
 PL0030'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0030
 PL0030                          STATION RECOVERY (1972)
 PL0030
 PL0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PL0030'MARK NOT FOUND.
 PL0030
 PL0030                          STATION RECOVERY (1995)
 PL0030
 PL0030'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1995
 PL0030'MARK NOT FOUND.
 PL0030
 PL0030                          STATION RECOVERY (2001)
 PL0030
 PL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0102 ***********************************************************************
 PK0102  DESIGNATION -  A 83
 PK0102  PID         -  PK0102
 PK0102  STATE/COUNTY-  MI/OSCODA
 PK0102  USGS QUAD   -  MC KINLEY (1972)
 PK0102
 PK0102                         *CURRENT SURVEY CONTROL
 PK0102  ___________________________________________________________________
 PK0102* NAD 83(1986)-  44 43 08.     (N)    083 55 41.     (W)     SCALED    
 PK0102* NAVD 88     -       305.594  (meters)    1002.60   (feet)  ADJUSTED  
 PK0102  ___________________________________________________________________
 PK0102  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 PK0102  DYNAMIC HT  -         305.557 (meters)    1002.48  (feet)  COMP
 PK0102  MODELED GRAV-     980,489.4   (mgal)                       NAVD 88
 PK0102
 PK0102  VERT ORDER  -  SECOND    CLASS 0
 PK0102
 PK0102.The horizontal coordinates were scaled from a topographic map and have
 PK0102.an estimated accuracy of +/- 6 seconds.
 PK0102
 PK0102.The orthometric height was determined by differential leveling
 PK0102.and adjusted by the National Geodetic Survey in June 1991..
 PK0102
 PK0102.The geoid height was determined by GEOID03.
 PK0102
 PK0102.The dynamic height is computed by dividing the NAVD 88
 PK0102.geopotential number by the normal gravity value computed on the
 PK0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0102.degrees latitude (g = 980.6199 gals.).
 PK0102
 PK0102.The modeled gravity was interpolated from observed gravity values.
 PK0102
 PK0102;                    North         East    Units  Estimated Accuracy
 PK0102;SPC MI C     -   155,910.    6,034,750.      MT  (+/- 180 meters Scaled)
 PK0102
 PK0102                          SUPERSEDED SURVEY CONTROL
 PK0102
 PK0102  NGVD 29 (??/??/92)  305.741  (m)         1003.09   (f) ADJ UNCH    2 0
 PK0102
 PK0102.Superseded values are not recommended for survey control.
 PK0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0102.See file dsdata.txt to determine how the superseded data were derived.
 PK0102
 PK0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK680558(NAD 83)
 PK0102_MARKER: DB = BENCH MARK DISK
 PK0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0102_STAMPING: A 83 1934
 PK0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0102+STABILITY: SURFACE MOTION
 PK0102
 PK0102  HISTORY     - Date     Condition        Report By
 PK0102  HISTORY     - 1934     MONUMENTED       CGS
 PK0102  HISTORY     - 1972     MARK NOT FOUND   USGS
 PK0102  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PK0102
 PK0102                          STATION DESCRIPTION
 PK0102
 PK0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0102'6.4 MI E FROM FAIRVIEW.
 PK0102'6.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0102'FAIRVIEW, OSCODA COUNTY, AT THE BOTTOM OF A SHORT STEEP GRADE
 PK0102'LEADING WEST, 20 FEET WEST OF THE CENTERLINE OF A DIRT ROAD,
 PK0102'37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH
 PK0102'WEST OF A 5-INCH SHORT-LEAFED PINE TREE, 14 FEET EAST OF A TRIO
 PK0102'OF OAK TREES, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 PK0102'DISK, STAMPED A 83 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0102'NOTE-- MARK MAY HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 PK0102
 PK0102                          STATION RECOVERY (1972)
 PK0102
 PK0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PK0102'MARK NOT FOUND.
 PK0102
 PK0102                          STATION RECOVERY (2001)
 PK0102
 PK0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PK0102'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0032 ***********************************************************************
 OK0032  DESIGNATION -  A 84
 OK0032  PID         -  OK0032
 OK0032  STATE/COUNTY-  MI/GLADWIN
 OK0032  USGS QUAD   -  WOODEN SHOE VILLAGE (1969)
 OK0032
 OK0032                         *CURRENT SURVEY CONTROL
 OK0032  ___________________________________________________________________
 OK0032* NAD 83(1986)-  43 55 24.     (N)    084 16 54.     (W)     SCALED    
 OK0032* NAVD 88     -       219.070  (meters)     718.73   (feet)  ADJUSTED  
 OK0032  ___________________________________________________________________
 OK0032  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OK0032  DYNAMIC HT  -         219.031 (meters)     718.60  (feet)  COMP
 OK0032  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 OK0032
 OK0032  VERT ORDER  -  SECOND    CLASS 0
 OK0032
 OK0032.The horizontal coordinates were scaled from a topographic map and have
 OK0032.an estimated accuracy of +/- 6 seconds.
 OK0032
 OK0032.The orthometric height was determined by differential leveling
 OK0032.and adjusted by the National Geodetic Survey in June 1991..
 OK0032
 OK0032.The geoid height was determined by GEOID03.
 OK0032
 OK0032.The dynamic height is computed by dividing the NAVD 88
 OK0032.geopotential number by the normal gravity value computed on the
 OK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0032.degrees latitude (g = 980.6199 gals.).
 OK0032
 OK0032.The modeled gravity was interpolated from observed gravity values.
 OK0032
 OK0032;                    North         East    Units  Estimated Accuracy
 OK0032;SPC MI C     -    67,420.    6,006,830.      MT  (+/- 180 meters Scaled)
 OK0032
 OK0032                          SUPERSEDED SURVEY CONTROL
 OK0032
 OK0032  NGVD 29 (??/??/92)  219.240  (m)          719.29   (f) ADJ UNCH    2 0
 OK0032
 OK0032.Superseded values are not recommended for survey control.
 OK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0032.See file dsdata.txt to determine how the superseded data were derived.
 OK0032
 OK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP182669(NAD 83)
 OK0032_MARKER: DB = BENCH MARK DISK
 OK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0032_STAMPING: A 84 1934
 OK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0032+STABILITY: SURFACE MOTION
 OK0032
 OK0032  HISTORY     - Date     Condition        Report By
 OK0032  HISTORY     - 1934     MONUMENTED       CGS
 OK0032  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0032
 OK0032                          STATION DESCRIPTION
 OK0032
 OK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0032'1.2 MI SE FROM HIGHWOOD.
 OK0032'1.2 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OK0032'THE STATION AT HIGHWOOD, GLADWIN COUNTY, 24 FEET NORTH OF THE
 OK0032'NORTH RAIL, 22 FEET SOUTH OF A WIRE FENCE, AND 3 FEET HIGHER
 OK0032'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 84 1934
 OK0032'AND SET IN THE TOP OF A CONCRETE POST.
 OK0032
 OK0032                          STATION RECOVERY (1998)
 OK0032
 OK0032'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0342 ***********************************************************************
 OK0342  DESIGNATION -  A 85
 OK0342  PID         -  OK0342
 OK0342  STATE/COUNTY-  MI/MONTCALM
 OK0342  USGS QUAD   -  EDMORE (1964)
 OK0342
 OK0342                         *CURRENT SURVEY CONTROL
 OK0342  ___________________________________________________________________
 OK0342* NAD 83(1986)-  43 24 29.     (N)    085 01 58.     (W)     SCALED    
 OK0342* NAVD 88     -       293.621  (meters)     963.32   (feet)  ADJUSTED  
 OK0342  ___________________________________________________________________
 OK0342  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 OK0342  DYNAMIC HT  -         293.567 (meters)     963.14  (feet)  COMP
 OK0342  MODELED GRAV-     980,426.5   (mgal)                       NAVD 88
 OK0342
 OK0342  VERT ORDER  -  SECOND    CLASS 0
 OK0342
 OK0342.The horizontal coordinates were scaled from a topographic map and have
 OK0342.an estimated accuracy of +/- 6 seconds.
 OK0342
 OK0342.The orthometric height was determined by differential leveling
 OK0342.and adjusted by the National Geodetic Survey in June 1991..
 OK0342
 OK0342.The geoid height was determined by GEOID03.
 OK0342
 OK0342.The dynamic height is computed by dividing the NAVD 88
 OK0342.geopotential number by the normal gravity value computed on the
 OK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0342.degrees latitude (g = 980.6199 gals.).
 OK0342
 OK0342.The modeled gravity was interpolated from observed gravity values.
 OK0342
 OK0342;                    North         East    Units  Estimated Accuracy
 OK0342;SPC MI S     -   212,160.    3,946,050.      MT  (+/- 180 meters Scaled)
 OK0342
 OK0342                          SUPERSEDED SURVEY CONTROL
 OK0342
 OK0342  NGVD 29 (??/??/92)  293.751  (m)          963.75   (f) ADJ UNCH    2 0
 OK0342
 OK0342.Superseded values are not recommended for survey control.
 OK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0342.See file dsdata.txt to determine how the superseded data were derived.
 OK0342
 OK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP592080(NAD 83)
 OK0342_MARKER: DB = BENCH MARK DISK
 OK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0342_STAMPING: A 85 1934
 OK0342_PROJECTION: FLUSH
 OK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0342+STABILITY: SURFACE MOTION
 OK0342
 OK0342  HISTORY     - Date     Condition        Report By
 OK0342  HISTORY     - 1934     MONUMENTED       CGS
 OK0342  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0342  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0342  HISTORY     - 19970322 MARK NOT FOUND   USPSQD
 OK0342  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0342
 OK0342                          STATION DESCRIPTION
 OK0342
 OK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0342'0.2 MI S FROM EDMORE.
 OK0342'AT EDMORE, ABOUT 1/4 MILE SOUTH OF THE PERE MARQUETTE RAILWAY
 OK0342'STATION, AT THE JUNCTION OF TRACKS, AT THE SOUTHWEST ANGLE OF
 OK0342'A ROAD CROSSING, 12 YARDS NORTH OF THE CENTERLINE OF STATE
 OK0342'HIGHWAY 46, ABOUT 22 FEET SOUTH OF THE SOUTH RAIL, AND 1.5 FEET
 OK0342'BELOW THE TOP OF RAIL.  A STANDARD DISK, STAMPED A 85 1934
 OK0342'AND SET IN THE TOP OF A CONCRETE POST.
 OK0342
 OK0342                          STATION RECOVERY (1992)
 OK0342
 OK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0342'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0342'ASSUMED DESTROYED.
 OK0342
 OK0342                          STATION RECOVERY (1994)
 OK0342
 OK0342'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0342'MARK NOT FOUND.
 OK0342
 OK0342                          STATION RECOVERY (1997)
 OK0342
 OK0342'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0342'MARK NOT FOUND.
 OK0342
 OK0342                          STATION RECOVERY (2001)
 OK0342
 OK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0086 ***********************************************************************
 OK0086  DESIGNATION -  A 86
 OK0086  PID         -  OK0086
 OK0086  STATE/COUNTY-  MI/SAGINAW
 OK0086  USGS QUAD   -  SHIELDS (1975)
 OK0086
 OK0086                         *CURRENT SURVEY CONTROL
 OK0086  ___________________________________________________________________
 OK0086* NAD 83(1986)-  43 23 54.     (N)    084 02 20.     (W)     SCALED    
 OK0086* NAVD 88     -       181.414  (meters)     595.19   (feet)  ADJUSTED  
 OK0086  ___________________________________________________________________
 OK0086  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 OK0086  DYNAMIC HT  -         181.376 (meters)     595.06  (feet)  COMP
 OK0086  MODELED GRAV-     980,409.2   (mgal)                       NAVD 88
 OK0086
 OK0086  VERT ORDER  -  SECOND    CLASS 0
 OK0086
 OK0086.The horizontal coordinates were scaled from a topographic map and have
 OK0086.an estimated accuracy of +/- 6 seconds.
 OK0086
 OK0086.The orthometric height was determined by differential leveling
 OK0086.and adjusted by the National Geodetic Survey in June 1991..
 OK0086
 OK0086.The geoid height was determined by GEOID03.
 OK0086
 OK0086.The dynamic height is computed by dividing the NAVD 88
 OK0086.geopotential number by the normal gravity value computed on the
 OK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0086.degrees latitude (g = 980.6199 gals.).
 OK0086
 OK0086.The modeled gravity was interpolated from observed gravity values.
 OK0086
 OK0086;                    North         East    Units  Estimated Accuracy
 OK0086;SPC MI S     -   210,920.    4,026,550.      MT  (+/- 180 meters Scaled)
 OK0086
 OK0086                          SUPERSEDED SURVEY CONTROL
 OK0086
 OK0086  NGVD 29 (??/??/92)  181.598  (m)          595.79   (f) ADJ UNCH    2 0
 OK0086
 OK0086.Superseded values are not recommended for survey control.
 OK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0086.See file dsdata.txt to determine how the superseded data were derived.
 OK0086
 OK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP397093(NAD 83)
 OK0086_MARKER: DB = BENCH MARK DISK
 OK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0086_STAMPING: A 86 1934
 OK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0086+STABILITY: SURFACE MOTION
 OK0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0086+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2001
 OK0086
 OK0086  HISTORY     - Date     Condition        Report By
 OK0086  HISTORY     - 1934     MONUMENTED       CGS
 OK0086  HISTORY     - 1966     GOOD             USGS
 OK0086  HISTORY     - 19940607 GOOD             USPSQD
 OK0086  HISTORY     - 20010303 GOOD             WOOLPT
 OK0086  HISTORY     - 20010808 GOOD             NGS
 OK0086
 OK0086                          STATION DESCRIPTION
 OK0086
 OK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0086'AT PAINES.
 OK0086'AT PAINES, SAGINAW COUNTY, 40 YARDS WEST OF THE CHESAPEAKE AND
 OK0086'OHIO RAILWAY STATION, 35 FEET SOUTHEAST OF SECTION POST 16, AT
 OK0086'THE BRANCHING OF THE MICHIGAN CENTRAL RAILROAD, 66 FEET SOUTHWEST
 OK0086'OF THE SWITCH 35 FEET SOUTH OF THE SOUTH RAIL OF THE MICHIGAN
 OK0086'CENTRAL RAILROAD, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD
 OK0086'DISK, STAMPED A 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0086
 OK0086                          STATION RECOVERY (1966)
 OK0086
 OK0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0086'RECOVERED IN GOOD CONDITION.
 OK0086
 OK0086                          STATION RECOVERY (1994)
 OK0086
 OK0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0086'RECOVERED IN GOOD CONDITION.
 OK0086
 OK0086                          STATION RECOVERY (2001)
 OK0086
 OK0086'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OK0086'RECOVERED IN GOOD CONDITION.
 OK0086
 OK0086                          STATION RECOVERY (2001)
 OK0086
 OK0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0206 ***********************************************************************
 PL0206  DESIGNATION -  A 87
 PL0206  PID         -  PL0206
 PL0206  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0206  USGS QUAD   -  FIFE LAKE (1985)
 PL0206
 PL0206                         *CURRENT SURVEY CONTROL
 PL0206  ___________________________________________________________________
 PL0206* NAD 83(1986)-  44 46 22.     (N)    085 21 38.     (W)     SCALED    
 PL0206* NAVD 88     -       202.882  (meters)     665.62   (feet)  ADJUSTED  
 PL0206  ___________________________________________________________________
 PL0206  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 PL0206  DYNAMIC HT  -         202.869 (meters)     665.58  (feet)  COMP
 PL0206  MODELED GRAV-     980,547.0   (mgal)                       NAVD 88
 PL0206
 PL0206  VERT ORDER  -  SECOND    CLASS 0
 PL0206
 PL0206.The horizontal coordinates were scaled from a topographic map and have
 PL0206.an estimated accuracy of +/- 6 seconds.
 PL0206
 PL0206.The orthometric height was determined by differential leveling
 PL0206.and adjusted by the National Geodetic Survey in June 1991..
 PL0206
 PL0206.The geoid height was determined by GEOID03.
 PL0206
 PL0206.The dynamic height is computed by dividing the NAVD 88
 PL0206.geopotential number by the normal gravity value computed on the
 PL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0206.degrees latitude (g = 980.6199 gals.).
 PL0206
 PL0206.The modeled gravity was interpolated from observed gravity values.
 PL0206
 PL0206;                    North         East    Units  Estimated Accuracy
 PL0206;SPC MI C     -   162,290.    5,921,330.      MT  (+/- 180 meters Scaled)
 PL0206
 PL0206                          SUPERSEDED SURVEY CONTROL
 PL0206
 PL0206  NGVD 29 (??/??/92)  202.983  (m)          665.95   (f) ADJ UNCH    2 0
 PL0206
 PL0206.Superseded values are not recommended for survey control.
 PL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0206.See file dsdata.txt to determine how the superseded data were derived.
 PL0206
 PL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ297590(NAD 83)
 PL0206_MARKER: DB = BENCH MARK DISK
 PL0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0206_STAMPING: A 87 1934
 PL0206_MARK LOGO: CGS   
 PL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0206+STABILITY: SURFACE MOTION
 PL0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0206+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 PL0206
 PL0206  HISTORY     - Date     Condition        Report By
 PL0206  HISTORY     - 1934     MONUMENTED       CGS
 PL0206  HISTORY     - 1984     GOOD             NGS
 PL0206  HISTORY     - 20021010 GOOD             USPSQD
 PL0206  HISTORY     - 20021010 GOOD             USPSQD
 PL0206  HISTORY     - 20060410 GOOD             GEOCAC
 PL0206
 PL0206                          STATION DESCRIPTION
 PL0206
 PL0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0206'2.5 MI E FROM WILLIAMSBURG.
 PL0206'2.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0206'STATION AT WILLIAMSBURG, GRAND TRAVERSE COUNTY, 150 YARDS WEST
 PL0206'OF THE HOME OF MISS ELVA BELDING IN 1934, AT A COUNTY-ROAD
 PL0206'CROSSING, 45 FEET NORTH OF THE CENTER OF THE CROSSING, 27 FEET
 PL0206'EAST OF THE CENTERLINE OF A DIRT ROAD LEADING TO AN UNPAINTED
 PL0206'BARN, AND 3 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED
 PL0206'A 87 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0206'15 INCHES ABOVE GROUND.
 PL0206
 PL0206                          STATION RECOVERY (1984)
 PL0206
 PL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0206'RECOVERED IN GOOD CONDITION.  NOTE, NOT LEVELED TO THIS DATE, LINE
 PL0206'REROUTED.
 PL0206
 PL0206                          STATION RECOVERY (2002)
 PL0206
 PL0206'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0206'RECOVERED AS DESCRIBED.
 PL0206
 PL0206                          STATION RECOVERY (2002)
 PL0206
 PL0206'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0206'RECOVERED IN GOOD CONDITION.
 PL0206
 PL0206                          STATION RECOVERY (2006)
 PL0206
 PL0206'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0206'HH2 GPS  44 46 22.4 (N)  085 21 40.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0325 ***********************************************************************
 QK0325  DESIGNATION -  A 88
 QK0325  PID         -  QK0325
 QK0325  STATE/COUNTY-  MI/LEELANAU
 QK0325  USGS QUAD   -  
 QK0325
 QK0325                         *CURRENT SURVEY CONTROL
 QK0325  ___________________________________________________________________
 QK0325* NAD 83(1994)-  45 06 28.44148(N)    085 38 21.35314(W)     ADJUSTED  
 QK0325* NAVD 88     -       255.546  (meters)     838.40   (feet)  ADJUSTED  
 QK0325  ___________________________________________________________________
 QK0325  X           -     342,864.818 (meters)                     COMP
 QK0325  Y           -  -4,496,205.321 (meters)                     COMP
 QK0325  Z           -   4,495,975.539 (meters)                     COMP
 QK0325  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 QK0325  ELLIP HEIGHT-         220.21  (meters)          (02/03/97) GPS OBS
 QK0325  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 QK0325  DYNAMIC HT  -         255.530 (meters)     838.35  (feet)  COMP
 QK0325  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 QK0325
 QK0325  HORZ ORDER  -  FIRST
 QK0325  VERT ORDER  -  SECOND    CLASS 0
 QK0325  ELLP ORDER  -  FOURTH    CLASS I
 QK0325
 QK0325.The horizontal coordinates were established by GPS observations
 QK0325.and adjusted by the National Geodetic Survey in February 1997..
 QK0325
 QK0325.The orthometric height was determined by differential leveling
 QK0325.and adjusted by the National Geodetic Survey in June 1991..
 QK0325
 QK0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0325
 QK0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0325
 QK0325.The ellipsoidal height was determined by GPS observations
 QK0325.and is referenced to NAD 83.
 QK0325
 QK0325.The geoid height was determined by GEOID03.
 QK0325
 QK0325.The dynamic height is computed by dividing the NAVD 88
 QK0325.geopotential number by the normal gravity value computed on the
 QK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0325.degrees latitude (g = 980.6199 gals.).
 QK0325
 QK0325.The modeled gravity was interpolated from observed gravity values.
 QK0325
 QK0325;                    North         East     Units Scale Factor Converg.
 QK0325;SPC MI C     -   199,827.721 5,899,860.614   MT  0.99991682   -0 53 56.3
 QK0325;SPC MI C     -   655,602.76 19,356,498.08   iFT  0.99991682   -0 53 56.3
 QK0325;UTM  16      - 4,995,837.479   607,045.247   MT  0.99974089   +0 57 50.7
 QK0325
 QK0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0325!SPC MI C     -   0.99996548  x   0.99991682  =   0.99988230
 QK0325!UTM  16      -   0.99996548  x   0.99974089  =   0.99970637
 QK0325
 QK0325                          SUPERSEDED SURVEY CONTROL
 QK0325
 QK0325  NAD 83(1986)-  45 06 28.43839(N)    085 38 21.34441(W) AD(       ) 1
 QK0325  NGVD 29 (??/??/92)  255.651  (m)          838.75   (f) ADJ UNCH    2 0
 QK0325
 QK0325.Superseded values are not recommended for survey control.
 QK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0325.See file dsdata.txt to determine how the superseded data were derived.
 QK0325
 QK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0704595837(NAD 83)
 QK0325_MARKER: DB = BENCH MARK DISK
 QK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0325_SP_SET: CONCRETE POST
 QK0325_STAMPING: A 88 1934
 QK0325_MARK LOGO: CGS   
 QK0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0325+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 QK0325
 QK0325  HISTORY     - Date     Condition        Report By
 QK0325  HISTORY     - 1934     MONUMENTED       CGS
 QK0325  HISTORY     - 19920910 GOOD             MIDT
 QK0325  HISTORY     - 20040525 GOOD             ROWEIN
 QK0325
 QK0325                          STATION DESCRIPTION
 QK0325
 QK0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0325'2 MI SW FROM NORTHPORT.
 QK0325'2 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM NORTHPORT, LEELANAU
 QK0325'COUNTY, 90 YARDS SOUTHEAST OF A LARGE BARN WITH THE PAINTED
 QK0325'LETTERS J.P. JOHNSON 1913, 40 YARDS SOUTH OF THE HOME OF J.P.
 QK0325'JOHNSON IN 1934, 23 YARDS SOUTHEAST OF THE TWO TALL POPLAR TREES
 QK0325'AT THE ENTRANCE, 10 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0325'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 QK0325'A 88 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 QK0325'ABOVE GROUND.
 QK0325
 QK0325                          STATION RECOVERY (1992)
 QK0325
 QK0325'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0325'STATION IS LOCATED IN QUAD 450853, ON THE GILLS PIER QUADRANGLE MAP.
 QK0325'IT IS IN THE NORTHEAST 1/4 OF SECTION 9, T-31-N, R-11-W, LEELANAU
 QK0325'TOWNSHIP. STATION IS LOCATED ON STATE HIGHWAY M-22 RIGHT-OF-WAY,
 QK0325'ABOUT 8.5 MI (13.7 KM) NORTHEAST OF LELAND, ABOUT 9.0 MI (14.5 KM)
 QK0325'NORTHERLY OF SUTTONS BAY AND ABOUT 1.5 MI (2.4 KM) SOUTHWEST OF
 QK0325'NORTHPORT.
 QK0325'TO REACH THE STATION FROM THE M-22 BRIDGE IN LELAND, OVER THE LAKE
 QK0325'LEELANAU CHANNEL, GO NORTHERLY FOR 9.5 MI (15.3 KM) ALONG HIGHWAY
 QK0325'M-22 TO STATION ON THE RIGHT, AS DESCRIBED.
 QK0325'STATION IS LOCATED ON A LINE EXTENDED SOUTHERLY FROM THE EAST LINE OF
 QK0325'A HOUSE, 34.0 FT (10.4 M) SOUTHEAST FROM THE CENTER OF M-22, 10.0 FT
 QK0325'(3.0 M) NORTHEASTERLY FROM POWER POLE, 67.0 FT (20.4 M) SOUTHWESTERLY
 QK0325'FROM A 24-INCH MAPLE, 1.0 FT (0.3 M) SOUTHWEST FROM METAL WITNESS
 QK0325'POST WITH SIGN.
 QK0325
 QK0325                          STATION RECOVERY (2004)
 QK0325
 QK0325'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0325'STATION IS LOCATED ON A LINE EXTENDED SOUTHERLY FROM THE EAST LINE OF
 QK0325'HOUSE 8631, 34 FT SOUTHEAST FROM THE CENTER OF M-22.  POWER POLE IS
 QK0325'NOW GONE.  METAL WITNESS POST HAS BEEN REPLACED WITH A CARSONITE POST.
 QK0325' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0013 ***********************************************************************
 PM0013  DESIGNATION -  A 89
 PM0013  PID         -  PM0013
 PM0013  STATE/COUNTY-  MI/BENZIE
 PM0013  USGS QUAD   -  
 PM0013
 PM0013                         *CURRENT SURVEY CONTROL
 PM0013  ___________________________________________________________________
 PM0013* NAD 83(1986)-  44 41 39.     (N)    086 14 26.     (W)     SCALED    
 PM0013* NAVD 88     -       187.001  (meters)     613.52   (feet)  ADJUSTED  
 PM0013  ___________________________________________________________________
 PM0013  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 PM0013  DYNAMIC HT  -         186.984 (meters)     613.46  (feet)  COMP
 PM0013  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 PM0013
 PM0013  VERT ORDER  -  SECOND    CLASS 0
 PM0013
 PM0013.The horizontal coordinates were scaled from a topographic map and have
 PM0013.an estimated accuracy of +/- 6 seconds.
 PM0013
 PM0013.The orthometric height was determined by differential leveling
 PM0013.and adjusted by the National Geodetic Survey in June 1991..
 PM0013
 PM0013.The geoid height was determined by GEOID03.
 PM0013
 PM0013.The dynamic height is computed by dividing the NAVD 88
 PM0013.geopotential number by the normal gravity value computed on the
 PM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0013.degrees latitude (g = 980.6199 gals.).
 PM0013
 PM0013.The modeled gravity was interpolated from observed gravity values.
 PM0013
 PM0013;                    North         East    Units  Estimated Accuracy
 PM0013;SPC MI C     -   154,780.    5,851,490.      MT  (+/- 180 meters Scaled)
 PM0013
 PM0013                          SUPERSEDED SURVEY CONTROL
 PM0013
 PM0013  NGVD 29 (??/??/92)  187.104  (m)          613.86   (f) ADJ UNCH    2 0
 PM0013
 PM0013.Superseded values are not recommended for survey control.
 PM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0013.See file dsdata.txt to determine how the superseded data were derived.
 PM0013
 PM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ601492(NAD 83)
 PM0013_MARKER: DB = BENCH MARK DISK
 PM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0013_STAMPING: A 89 1934
 PM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0013+STABILITY: SURFACE MOTION
 PM0013
 PM0013  HISTORY     - Date     Condition        Report By
 PM0013  HISTORY     - 1934     MONUMENTED       CGS
 PM0013  HISTORY     - 1939     GOOD             NGS
 PM0013  HISTORY     - 19960818 GOOD             USPSQD
 PM0013
 PM0013                          STATION DESCRIPTION
 PM0013
 PM0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 PM0013'4.8 MI N FROM FRANKFORT.
 PM0013'4.8 MILES NORTH ALONG STATE HIGHWAY 22 FROM FRANKFORT, BENZIE
 PM0013'COUNTY, 2.2 MILES NORTH OF THE CONGREGATIONAL ASSEMBLY DINING
 PM0013'HALL AT CRYSTALLIA, 275 YARDS SOUTHWEST OF THE OLSEN SERVICE
 PM0013'STATION, 0.1 MILE SOUTHWEST OF THE ENTRANCE TO THE CRYSTAL
 PM0013'DOWNS COUNTRY CLUB, 12 YARDS WEST OF THE CENTERLINE OF THE
 PM0013'HIGHWAY.  A STANDARD DISK, STAMPED A 89 1934 AND SET IN THE
 PM0013'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PM0013
 PM0013                          STATION RECOVERY (1996)
 PM0013
 PM0013'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0135 ***********************************************************************
 PL0135  DESIGNATION -  A 90
 PL0135  PID         -  PL0135
 PL0135  STATE/COUNTY-  MI/MISSAUKEE
 PL0135  USGS QUAD   -  
 PL0135
 PL0135                         *CURRENT SURVEY CONTROL
 PL0135  ___________________________________________________________________
 PL0135* NAD 83(1986)-  44 20 12.     (N)    084 59 04.     (W)     SCALED    
 PL0135* NAVD 88     -       356.183  (meters)    1168.58   (feet)  ADJUSTED  
 PL0135  ___________________________________________________________________
 PL0135  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 PL0135  DYNAMIC HT  -         356.133 (meters)    1168.41  (feet)  COMP
 PL0135  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PL0135
 PL0135  VERT ORDER  -  SECOND    CLASS 0
 PL0135
 PL0135.The horizontal coordinates were scaled from a topographic map and have
 PL0135.an estimated accuracy of +/- 6 seconds.
 PL0135
 PL0135.The orthometric height was determined by differential leveling
 PL0135.and adjusted by the National Geodetic Survey in June 1991..
 PL0135
 PL0135.The geoid height was determined by GEOID03.
 PL0135
 PL0135.The dynamic height is computed by dividing the NAVD 88
 PL0135.geopotential number by the normal gravity value computed on the
 PL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0135.degrees latitude (g = 980.6199 gals.).
 PL0135
 PL0135.The modeled gravity was interpolated from observed gravity values.
 PL0135
 PL0135;                    North         East    Units  Estimated Accuracy
 PL0135;SPC MI C     -   113,530.    5,950,730.      MT  (+/- 180 meters Scaled)
 PL0135
 PL0135                          SUPERSEDED SURVEY CONTROL
 PL0135
 PL0135  NGVD 29 (??/??/92)  356.303  (m)         1168.97   (f) ADJ UNCH    2 0
 PL0135
 PL0135.Superseded values are not recommended for survey control.
 PL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0135.See file dsdata.txt to determine how the superseded data were derived.
 PL0135
 PL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ606112(NAD 83)
 PL0135_MARKER: DB = BENCH MARK DISK
 PL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0135_STAMPING: A 90 1934
 PL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0135+STABILITY: SURFACE MOTION
 PL0135
 PL0135  HISTORY     - Date     Condition        Report By
 PL0135  HISTORY     - 1934     MONUMENTED       CGS
 PL0135  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0135  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 PL0135  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0135
 PL0135                          STATION DESCRIPTION
 PL0135
 PL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0135'2.4 MI W FROM MERRITT.
 PL0135'2.4 MILES WEST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 PL0135'MERRITT, MISSAUKEE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 74,
 PL0135'60 YARDS WEST OF THE ROY GARAGE, 39.4 FEET WEST OF THE CENTERLINE
 PL0135'OF STATE HIGHWAY 74, 30.5 FEET NORTH OF THE CENTERLINE OF STATE
 PL0135'HIGHWAY 55, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED
 PL0135'A 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0135
 PL0135                          STATION RECOVERY (1979)
 PL0135
 PL0135'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0135'MARK NOT FOUND.
 PL0135
 PL0135                          STATION RECOVERY (1994)
 PL0135
 PL0135'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0135'MARK NOT FOUND.
 PL0135
 PL0135                          STATION RECOVERY (2001)
 PL0135
 PL0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0107 ***********************************************************************
 PL0107  DESIGNATION -  A 91
 PL0107  PID         -  PL0107
 PL0107  STATE/COUNTY-  MI/ROSCOMMON
 PL0107  USGS QUAD   -  
 PL0107
 PL0107                         *CURRENT SURVEY CONTROL
 PL0107  ___________________________________________________________________
 PL0107* NAD 83(1986)-  44 18 20.     (N)    084 46 23.     (W)     SCALED    
 PL0107* NAVD 88     -       348.875  (meters)    1144.60   (feet)  ADJUSTED  
 PL0107  ___________________________________________________________________
 PL0107  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 PL0107  DYNAMIC HT  -         348.819 (meters)    1144.42  (feet)  COMP
 PL0107  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 PL0107
 PL0107  VERT ORDER  -  SECOND    CLASS 0
 PL0107
 PL0107.The horizontal coordinates were scaled from a topographic map and have
 PL0107.an estimated accuracy of +/- 6 seconds.
 PL0107
 PL0107.The orthometric height was determined by differential leveling
 PL0107.and adjusted by the National Geodetic Survey in June 1991..
 PL0107
 PL0107.The geoid height was determined by GEOID03.
 PL0107
 PL0107.The dynamic height is computed by dividing the NAVD 88
 PL0107.geopotential number by the normal gravity value computed on the
 PL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0107.degrees latitude (g = 980.6199 gals.).
 PL0107
 PL0107.The modeled gravity was interpolated from observed gravity values.
 PL0107
 PL0107;                    North         East    Units  Estimated Accuracy
 PL0107;SPC MI C     -   109,970.    5,967,570.      MT  (+/- 180 meters Scaled)
 PL0107
 PL0107                          SUPERSEDED SURVEY CONTROL
 PL0107
 PL0107  NGVD 29 (??/??/92)  348.998  (m)         1145.00   (f) ADJ UNCH    2 0
 PL0107
 PL0107.Superseded values are not recommended for survey control.
 PL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0107.See file dsdata.txt to determine how the superseded data were derived.
 PL0107
 PL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ776082(NAD 83)
 PL0107_MARKER: DB = BENCH MARK DISK
 PL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0107_STAMPING: A 91 1934
 PL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0107+STABILITY: SURFACE MOTION
 PL0107
 PL0107  HISTORY     - Date     Condition        Report By
 PL0107  HISTORY     - 1934     MONUMENTED       CGS
 PL0107  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0107
 PL0107                          STATION DESCRIPTION
 PL0107
 PL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0107'1 MI W FROM HOUGHTON LAKE.
 PL0107'1.0 MILE WEST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0107'HOUGHTON LAKE, ROSCOMMON COUNTY, AT THE SOUTH END OF THE TRIANGLE
 PL0107'FORMED BY THE INTERSECTION OF STATE HIGHWAY 55, 40.5 FEET SOUTH
 PL0107'OF THE CENTERLINE OF STATE HIGHWAY 55, 38.4 FEET NORTH OF THE
 PL0107'CENTERLINE OF U.S. HIGHWAY 27, AND LEVEL WITH THE HIGHWAY.
 PL0107'A STANDARD DISK, STAMPED A 91 1934 AND SET IN THE TOP OF A
 PL0107'CONCRETE POST.
 PL0107
 PL0107                          STATION RECOVERY (1979)
 PL0107
 PL0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0216 ***********************************************************************
 OK0216  DESIGNATION -  A 92
 OK0216  PID         -  OK0216
 OK0216  STATE/COUNTY-  MI/CLARE
 OK0216  USGS QUAD   -  MOUNT PLEASANT (1973)
 OK0216
 OK0216                         *CURRENT SURVEY CONTROL
 OK0216  ___________________________________________________________________
 OK0216* NAD 83(1986)-  43 49 51.     (N)    084 49 32.     (W)     SCALED    
 OK0216* NAVD 88     -       267.613  (meters)     877.99   (feet)  ADJUSTED  
 OK0216  ___________________________________________________________________
 OK0216  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 OK0216  DYNAMIC HT  -         267.565 (meters)     877.84  (feet)  COMP
 OK0216  MODELED GRAV-     980,431.2   (mgal)                       NAVD 88
 OK0216
 OK0216  VERT ORDER  -  SECOND    CLASS 0
 OK0216
 OK0216.The horizontal coordinates were scaled from a topographic map and have
 OK0216.an estimated accuracy of +/- 6 seconds.
 OK0216
 OK0216.The orthometric height was determined by differential leveling
 OK0216.and adjusted by the National Geodetic Survey in June 1991..
 OK0216
 OK0216.The geoid height was determined by GEOID03.
 OK0216
 OK0216.The dynamic height is computed by dividing the NAVD 88
 OK0216.geopotential number by the normal gravity value computed on the
 OK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0216.degrees latitude (g = 980.6199 gals.).
 OK0216
 OK0216.The modeled gravity was interpolated from observed gravity values.
 OK0216
 OK0216;                    North         East    Units  Estimated Accuracy
 OK0216;SPC MI C     -    57,240.    5,963,090.      MT  (+/- 180 meters Scaled)
 OK0216
 OK0216                          SUPERSEDED SURVEY CONTROL
 OK0216
 OK0216  NGVD 29 (??/??/92)  267.752  (m)          878.45   (f) ADJ UNCH    2 0
 OK0216
 OK0216.Superseded values are not recommended for survey control.
 OK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0216.See file dsdata.txt to determine how the superseded data were derived.
 OK0216
 OK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP748553(NAD 83)
 OK0216_MARKER: DB = BENCH MARK DISK
 OK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0216_STAMPING: A 92 1934
 OK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0216+STABILITY: SURFACE MOTION
 OK0216
 OK0216  HISTORY     - Date     Condition        Report By
 OK0216  HISTORY     - 1934     MONUMENTED       CGS
 OK0216  HISTORY     - 1976     GOOD             NGS
 OK0216  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0216
 OK0216                          STATION DESCRIPTION
 OK0216
 OK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0216'2 MI E FROM FARWELL.
 OK0216'2.0 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0216'STATION AT FARWELL, AT A ROAD CROSSING, 62 FEET EAST OF THE
 OK0216'CENTERLINE OF THE ROAD, 28.2 FEET NORTH OF THE NORTH RAIL, AND
 OK0216'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 92
 OK0216'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0216
 OK0216                          STATION RECOVERY (1976)
 OK0216
 OK0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OK0216'MARK IS 0.1 MILE SOUTH OF JUNCTION OF WASHINGTON ROAD AND HARRISON
 OK0216'AVE, WERE HARRISON AVE CROSSES THE CHESAPEAKE AND OHIO RAILROAD, 60
 OK0216'FEET EAST OF THE CENTER OF THE ROAD AND 28.2 FEET NORTH OF THE NORTH
 OK0216'RAIL. A WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK AND A ROD
 OK0216'DRIVEN AT NORTH EDGE OF MARK.
 OK0216
 OK0216                          STATION RECOVERY (2001)
 OK0216
 OK0216'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0216'RECOVERY NOTE BY SAGINAW BAY POWER SQUADRON 2001. FOUND CONCRETE POST
 OK0216'BROKE OFF WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0053 ***********************************************************************
 PL0053  DESIGNATION -  A 93
 PL0053  PID         -  PL0053
 PL0053  STATE/COUNTY-  MI/GLADWIN
 PL0053  USGS QUAD   -  SECORD LAKE (1969)
 PL0053
 PL0053                         *CURRENT SURVEY CONTROL
 PL0053  ___________________________________________________________________
 PL0053* NAD 83(1986)-  44 02 45.     (N)    084 22 00.     (W)     SCALED    
 PL0053* NAVD 88     -       233.012  (meters)     764.47   (feet)  ADJUSTED  
 PL0053  ___________________________________________________________________
 PL0053  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 PL0053  DYNAMIC HT  -         232.972 (meters)     764.34  (feet)  COMP
 PL0053  MODELED GRAV-     980,439.3   (mgal)                       NAVD 88
 PL0053
 PL0053  VERT ORDER  -  SECOND    CLASS 0
 PL0053
 PL0053.The horizontal coordinates were scaled from a topographic map and have
 PL0053.an estimated accuracy of +/- 6 seconds.
 PL0053
 PL0053.The orthometric height was determined by differential leveling
 PL0053.and adjusted by the National Geodetic Survey in June 1991..
 PL0053
 PL0053.The geoid height was determined by GEOID03.
 PL0053
 PL0053.The dynamic height is computed by dividing the NAVD 88
 PL0053.geopotential number by the normal gravity value computed on the
 PL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0053.degrees latitude (g = 980.6199 gals.).
 PL0053
 PL0053.The modeled gravity was interpolated from observed gravity values.
 PL0053
 PL0053;                    North         East    Units  Estimated Accuracy
 PL0053;SPC MI C     -    81,030.    6,000,000.      MT  (+/- 180 meters Scaled)
 PL0053
 PL0053                          SUPERSEDED SURVEY CONTROL
 PL0053
 PL0053  NGVD 29 (??/??/92)  233.166  (m)          764.98   (f) ADJ UNCH    2 0
 PL0053
 PL0053.Superseded values are not recommended for survey control.
 PL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0053.See file dsdata.txt to determine how the superseded data were derived.
 PL0053
 PL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP109803(NAD 83)
 PL0053_MARKER: DB = BENCH MARK DISK
 PL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0053_STAMPING: A 93 1934
 PL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0053+STABILITY: SURFACE MOTION
 PL0053
 PL0053  HISTORY     - Date     Condition        Report By
 PL0053  HISTORY     - 1934     MONUMENTED       CGS
 PL0053  HISTORY     - 1988     GOOD             USPSQD
 PL0053  HISTORY     - 19981202 GOOD             USPSQD
 PL0053
 PL0053                          STATION DESCRIPTION
 PL0053
 PL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0053'6 MI E FROM GLADWIN.
 PL0053'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 PL0053'GLADWIN, GLADWN COUNTY, THENCE 4.7 MILES NORTH ALONG STATE
 PL0053'HIGHWAY 30, 0.8 MILE NORTH OF SUGAR RIVER, 100 FEET SOUTH OF A
 PL0053'SIDE ROAD LEADING WEST INTO WOODS, 40 FEET WEST OF THE CENTERLINE
 PL0053'OF THE HIGHWAY, AT A FENCE CORNER, AND LEVEL WITH THE ROADWAY.
 PL0053'A STANDARD DISK, STAMPED A 93 1934 AND SET IN THE TOP OF A CONCRETE
 PL0053'POST.
 PL0053
 PL0053                          STATION RECOVERY (1988)
 PL0053
 PL0053'RECOVERY NOTE BY US POWER SQUADRON 1988 (DR)
 PL0053'RECOVERED IN GOOD CONDITION.
 PL0053
 PL0053                          STATION RECOVERY (1998)
 PL0053
 PL0053'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0438 ***********************************************************************
 OK0438  DESIGNATION -  A 95
 OK0438  PID         -  OK0438
 OK0438  STATE/COUNTY-  MI/LAKE
 OK0438  USGS QUAD   -  MARLBOROUGH (1987)
 OK0438
 OK0438                         *CURRENT SURVEY CONTROL
 OK0438  ___________________________________________________________________
 OK0438* NAD 83(1986)-  43 51 27.     (N)    085 51 28.     (W)     SCALED    
 OK0438* NAVD 88     -       247.750  (meters)     812.83   (feet)  ADJUSTED  
 OK0438  ___________________________________________________________________
 OK0438  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 OK0438  DYNAMIC HT  -         247.707 (meters)     812.69  (feet)  COMP
 OK0438  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 OK0438
 OK0438  VERT ORDER  -  SECOND    CLASS 0
 OK0438
 OK0438.The horizontal coordinates were scaled from a topographic map and have
 OK0438.an estimated accuracy of +/- 6 seconds.
 OK0438
 OK0438.The orthometric height was determined by differential leveling
 OK0438.and adjusted by the National Geodetic Survey in June 1991..
 OK0438
 OK0438.The geoid height was determined by GEOID03.
 OK0438
 OK0438.The dynamic height is computed by dividing the NAVD 88
 OK0438.geopotential number by the normal gravity value computed on the
 OK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0438.degrees latitude (g = 980.6199 gals.).
 OK0438
 OK0438.The modeled gravity was interpolated from observed gravity values.
 OK0438
 OK0438;                    North         East    Units  Estimated Accuracy
 OK0438;SPC MI C     -    61,200.    5,880,110.      MT  (+/- 180 meters Scaled)
 OK0438
 OK0438                          SUPERSEDED SURVEY CONTROL
 OK0438
 OK0438  NGVD 29 (??/??/92)  247.856  (m)          813.17   (f) ADJ UNCH    2 0
 OK0438
 OK0438.Superseded values are not recommended for survey control.
 OK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0438.See file dsdata.txt to determine how the superseded data were derived.
 OK0438
 OK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP917566(NAD 83)
 OK0438_MARKER: DB = BENCH MARK DISK
 OK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0438_STAMPING: A 95 1934
 OK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0438+STABILITY: SURFACE MOTION
 OK0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0438+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0438
 OK0438  HISTORY     - Date     Condition        Report By
 OK0438  HISTORY     - 1934     MONUMENTED       CGS
 OK0438  HISTORY     - 1982     GOOD             USGS
 OK0438  HISTORY     - 1984     GOOD             USPSQD
 OK0438  HISTORY     - 19990930 GOOD             USPSQD
 OK0438  HISTORY     - 20031011 GOOD             USPSQD
 OK0438
 OK0438                          STATION DESCRIPTION
 OK0438
 OK0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0438'2.6 MI S FROM BALDWIN.
 OK0438'2.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0438'STATION AT BALDWIN, LAKE COUNTY, 48 FEET NORTHEAST OF A
 OK0438'SEMAPHORE, AT A GRAVEL-ROAD CROSSING 36 FEET NORTH OF THE
 OK0438'CENTERLINE OF THE ROAD, 24 FEET EAST OF THE EAST RAIL, 18 FEET
 OK0438'WEST OF A FENCE, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK,
 OK0438'STAMPED A 95 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0438'PROJECTING 8 INCHES ABOVE GROUND.
 OK0438
 OK0438                          STATION RECOVERY (1982)
 OK0438
 OK0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0438'2.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0438'STATION AT BALDWIN, LAKE COUNTY, 35 FEET NORTH AND 31 FEET EAST OF
 OK0438'ROAD AT CROSSING, 4 FEET NORTHWEST OF POWER POLE, 1 FOOT SOUTH OF
 OK0438'NATIONAL FOREST SERVICE 4 X 4 WITNESS POST, A STANDARD DISK, STAMPED
 OK0438''A 95 1934' AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 OK0438'ABOVE GROUND.
 OK0438
 OK0438                          STATION RECOVERY (1984)
 OK0438
 OK0438'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0438'NO WITNESS POST. THE GRAVEL ROAD REFERED TO IN THE ORIGINAL
 OK0438'DESCRIPTION IS NOW BLACK- TOPPED AND IS DESIGNATED AS 72ND. STREET.
 OK0438'THE BENCH MARK IS IMMEDIATELY WEST OF THE ENTRANCE TO A SMALL PARKING
 OK0438'AREA WHICH IS EAST OF THE RY. TRACKS AND NORTH OF THE ROAD.
 OK0438
 OK0438                          STATION RECOVERY (1999)
 OK0438
 OK0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0438'RECOVERED IN GOOD CONDITION.
 OK0438
 OK0438                          STATION RECOVERY (2003)
 OK0438
 OK0438'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0469 ***********************************************************************
 OK0469  DESIGNATION -  A 96
 OK0469  PID         -  OK0469
 OK0469  STATE/COUNTY-  MI/NEWAYGO
 OK0469  USGS QUAD   -  WHITE CLOUD (1985)
 OK0469
 OK0469                         *CURRENT SURVEY CONTROL
 OK0469  ___________________________________________________________________
 OK0469* NAD 83(1986)-  43 32 21.     (N)    085 48 21.     (W)     SCALED    
 OK0469* NAVD 88     -       253.156  (meters)     830.56   (feet)  ADJUSTED  
 OK0469  ___________________________________________________________________
 OK0469  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OK0469  DYNAMIC HT  -         253.104 (meters)     830.39  (feet)  COMP
 OK0469  MODELED GRAV-     980,407.2   (mgal)                       NAVD 88
 OK0469
 OK0469  VERT ORDER  -  SECOND    CLASS 0
 OK0469
 OK0469.The horizontal coordinates were scaled from a topographic map and have
 OK0469.an estimated accuracy of +/- 6 seconds.
 OK0469
 OK0469.The orthometric height was determined by differential leveling
 OK0469.and adjusted by the National Geodetic Survey in June 1991..
 OK0469
 OK0469.The geoid height was determined by GEOID03.
 OK0469
 OK0469.The dynamic height is computed by dividing the NAVD 88
 OK0469.geopotential number by the normal gravity value computed on the
 OK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0469.degrees latitude (g = 980.6199 gals.).
 OK0469
 OK0469.The modeled gravity was interpolated from observed gravity values.
 OK0469
 OK0469;                    North         East    Units  Estimated Accuracy
 OK0469;SPC MI S     -   227,510.    3,883,690.      MT  (+/- 180 meters Scaled)
 OK0469
 OK0469                          SUPERSEDED SURVEY CONTROL
 OK0469
 OK0469  NGVD 29 (??/??/92)  253.268  (m)          830.93   (f) ADJ UNCH    2 0
 OK0469
 OK0469.Superseded values are not recommended for survey control.
 OK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0469.See file dsdata.txt to determine how the superseded data were derived.
 OK0469
 OK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP964213(NAD 83)
 OK0469_MARKER: DB = BENCH MARK DISK
 OK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0469_SP_SET: CONCRETE POST
 OK0469_STAMPING: A 96 1934
 OK0469_MARK LOGO: CGS   
 OK0469_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0469+STABILITY: SURFACE MOTION
 OK0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0469+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1993
 OK0469
 OK0469  HISTORY     - Date     Condition        Report By
 OK0469  HISTORY     - 1934     MONUMENTED       CGS
 OK0469  HISTORY     - 1987     GOOD             USPSQD
 OK0469  HISTORY     - 19930928 GOOD             NGS
 OK0469  HISTORY     - 19960527 GOOD             USPSQD
 OK0469
 OK0469                          STATION DESCRIPTION
 OK0469
 OK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0469'2 MI W FROM WHITE CLOUD.
 OK0469'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0469'STATION AT WHITE CLOUD, NEWAYGO COUNTY,70 FEET SOUTHWEST OF
 OK0469'POLE 366, 46 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 OK0469'20, 36 FEET NORTH OF THE NORTH RAIL, 46 FEET SOUTHWEST OF THE
 OK0469'SOUTHWEST END OF A ROW OF OAK TREES, AND 2 FEET HIGHER THAN
 OK0469'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED A 96 1934 AND
 OK0469'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OK0469'GROUND.
 OK0469
 OK0469                          STATION RECOVERY (1987)
 OK0469
 OK0469'RECOVERY NOTE BY US POWER SQUADRON 1987 (RD)
 OK0469'RECOVERED IN GOOD CONDITION.
 OK0469
 OK0469                          STATION RECOVERY (1993)
 OK0469
 OK0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 OK0469'RECOVERED IN GOOD CONDITION.
 OK0469
 OK0469                          STATION RECOVERY (1996)
 OK0469
 OK0469'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0381 ***********************************************************************
 OK0381  DESIGNATION -  A 97
 OK0381  PID         -  OK0381
 OK0381  STATE/COUNTY-  MI/KENT
 OK0381  USGS QUAD   -  SPARTA (1972)
 OK0381
 OK0381                         *CURRENT SURVEY CONTROL
 OK0381  ___________________________________________________________________
 OK0381* NAD 83(1986)-  43 11 46.     (N)    085 42 39.     (W)     SCALED    
 OK0381* NAVD 88     -       234.201  (meters)     768.37   (feet)  ADJUSTED  
 OK0381  ___________________________________________________________________
 OK0381  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 OK0381  DYNAMIC HT  -         234.145 (meters)     768.19  (feet)  COMP
 OK0381  MODELED GRAV-     980,375.9   (mgal)                       NAVD 88
 OK0381
 OK0381  VERT ORDER  -  SECOND    CLASS 0
 OK0381
 OK0381.The horizontal coordinates were scaled from a topographic map and have
 OK0381.an estimated accuracy of +/- 6 seconds.
 OK0381
 OK0381.The orthometric height was determined by differential leveling
 OK0381.and adjusted by the National Geodetic Survey in June 1991..
 OK0381
 OK0381.The geoid height was determined by GEOID03.
 OK0381
 OK0381.The dynamic height is computed by dividing the NAVD 88
 OK0381.geopotential number by the normal gravity value computed on the
 OK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0381.degrees latitude (g = 980.6199 gals.).
 OK0381
 OK0381.The modeled gravity was interpolated from observed gravity values.
 OK0381
 OK0381;                    North         East    Units  Estimated Accuracy
 OK0381;SPC MI S     -   189,270.    3,890,760.      MT  (+/- 180 meters Scaled)
 OK0381
 OK0381                          SUPERSEDED SURVEY CONTROL
 OK0381
 OK0381  NGVD 29 (??/??/92)  234.331  (m)          768.80   (f) ADJ UNCH    2 0
 OK0381
 OK0381.Superseded values are not recommended for survey control.
 OK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0381.See file dsdata.txt to determine how the superseded data were derived.
 OK0381
 OK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN047834(NAD 83)
 OK0381_MARKER: DB = BENCH MARK DISK
 OK0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0381_STAMPING: A 97 1934
 OK0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0381+STABILITY: SURFACE MOTION
 OK0381
 OK0381  HISTORY     - Date     Condition        Report By
 OK0381  HISTORY     - 1934     MONUMENTED       CGS
 OK0381  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0381  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 OK0381  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0381
 OK0381                          STATION DESCRIPTION
 OK0381
 OK0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0381'2.5 MI S FROM KENT CITY.
 OK0381'2.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0381'THE STATION AT KENT CITY, KENT COUNTY, AT A ROAD CROSSING,
 OK0381'37.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET WEST
 OK0381'OF THE WEST RAIL, 28.3 FEET EAST OF THE CENTERLINE OF A
 OK0381'ROAD PARALLELING THE TRACK, 8 FEET NORTHEAST OF A HIGH-TENSION
 OK0381'POWER-TRANSMISSION LINE POLE, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0381'A STANDARD DISK, STAMPED A 97 1934 AND SET IN THE TOP OF A
 OK0381'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0381
 OK0381                          STATION RECOVERY (1967)
 OK0381
 OK0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0381'MARK NOT FOUND.
 OK0381
 OK0381                          STATION RECOVERY (1977)
 OK0381
 OK0381'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OK0381'MARK NOT FOUND.
 OK0381
 OK0381                          STATION RECOVERY (1987)
 OK0381
 OK0381'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0683 ***********************************************************************
 NF0683  DESIGNATION -  A 98
 NF0683  PID         -  NF0683
 NF0683  STATE/COUNTY-  MI/ALLEGAN
 NF0683  USGS QUAD   -  WAYLAND (1982)
 NF0683
 NF0683                         *CURRENT SURVEY CONTROL
 NF0683  ___________________________________________________________________
 NF0683* NAD 83(1986)-  42 44 26.     (N)    085 39 52.     (W)     SCALED    
 NF0683* NAVD 88     -       245.963  (meters)     806.96   (feet)  ADJUSTED  
 NF0683  ___________________________________________________________________
 NF0683  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0683  DYNAMIC HT  -         245.895 (meters)     806.74  (feet)  COMP
 NF0683  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NF0683
 NF0683  VERT ORDER  -  SECOND    CLASS 0
 NF0683
 NF0683.The horizontal coordinates were scaled from a topographic map and have
 NF0683.an estimated accuracy of +/- 6 seconds.
 NF0683
 NF0683.The orthometric height was determined by differential leveling
 NF0683.and adjusted by the National Geodetic Survey in June 1991..
 NF0683
 NF0683.The geoid height was determined by GEOID03.
 NF0683
 NF0683.The dynamic height is computed by dividing the NAVD 88
 NF0683.geopotential number by the normal gravity value computed on the
 NF0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0683.degrees latitude (g = 980.6199 gals.).
 NF0683
 NF0683.The modeled gravity was interpolated from observed gravity values.
 NF0683
 NF0683;                    North         East    Units  Estimated Accuracy
 NF0683;SPC MI S     -   138,620.    3,893,750.      MT  (+/- 180 meters Scaled)
 NF0683
 NF0683                          SUPERSEDED SURVEY CONTROL
 NF0683
 NF0683  NGVD 29 (??/??/92)  246.092  (m)          807.39   (f) ADJ UNCH    2 0
 NF0683
 NF0683.Superseded values are not recommended for survey control.
 NF0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0683.See file dsdata.txt to determine how the superseded data were derived.
 NF0683
 NF0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN093328(NAD 83)
 NF0683_MARKER: DB = BENCH MARK DISK
 NF0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0683_STAMPING: A 98 1934 807.308
 NF0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0683+STABILITY: SURFACE MOTION
 NF0683
 NF0683  HISTORY     - Date     Condition        Report By
 NF0683  HISTORY     - 1934     MONUMENTED       CGS
 NF0683  HISTORY     - 1948     GOOD             NGS
 NF0683  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0683
 NF0683                          STATION DESCRIPTION
 NF0683
 NF0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0683'AT MOLINE.
 NF0683'AT MOLINE, ALONG THE PENNSYLVANIA RAILROAD, 55 FEET NORTH OF
 NF0683'THE NORTHEAST CORNER OF THE RAILROAD STATION, 30 FEET NORTH OF
 NF0683'THE CENTER LINE OF AN EAST-WEST STREET, 19 FEET WEST OF THE WEST
 NF0683'RAIL, 3 FEET NORTHEAST OF A POWER POLE, 2 FEET SOUTH OF A WHITE
 NF0683'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 NF0683'OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0683
 NF0683                          STATION RECOVERY (1983)
 NF0683
 NF0683'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0303 ***********************************************************************
 OK0303  DESIGNATION -  A 99
 OK0303  PID         -  OK0303
 OK0303  STATE/COUNTY-  MI/KENT
 OK0303  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0303
 OK0303                         *CURRENT SURVEY CONTROL
 OK0303  ___________________________________________________________________
 OK0303* NAD 83(1986)-  43 12 08.     (N)    085 18 44.     (W)     SCALED    
 OK0303* NAVD 88     -       257.203  (meters)     843.84   (feet)  ADJUSTED  
 OK0303  ___________________________________________________________________
 OK0303  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 OK0303  DYNAMIC HT  -         257.148 (meters)     843.66  (feet)  COMP
 OK0303  MODELED GRAV-     980,399.8   (mgal)                       NAVD 88
 OK0303
 OK0303  VERT ORDER  -  SECOND    CLASS 0
 OK0303
 OK0303.The horizontal coordinates were scaled from a topographic map and have
 OK0303.an estimated accuracy of +/- 6 seconds.
 OK0303
 OK0303.The orthometric height was determined by differential leveling
 OK0303.and adjusted by the National Geodetic Survey in June 1991..
 OK0303
 OK0303.The geoid height was determined by GEOID03.
 OK0303
 OK0303.The dynamic height is computed by dividing the NAVD 88
 OK0303.geopotential number by the normal gravity value computed on the
 OK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0303.degrees latitude (g = 980.6199 gals.).
 OK0303
 OK0303.The modeled gravity was interpolated from observed gravity values.
 OK0303
 OK0303;                    North         East    Units  Estimated Accuracy
 OK0303;SPC MI S     -   189,510.    3,923,160.      MT  (+/- 180 meters Scaled)
 OK0303
 OK0303                          SUPERSEDED SURVEY CONTROL
 OK0303
 OK0303  NGVD 29 (??/??/92)  257.336  (m)          844.28   (f) ADJ UNCH    2 0
 OK0303
 OK0303.Superseded values are not recommended for survey control.
 OK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0303.See file dsdata.txt to determine how the superseded data were derived.
 OK0303
 OK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN371846(NAD 83)
 OK0303_MARKER: DB = BENCH MARK DISK
 OK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0303_STAMPING: A 99 1934
 OK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0303+STABILITY: SURFACE MOTION
 OK0303
 OK0303  HISTORY     - Date     Condition        Report By
 OK0303  HISTORY     - 1934     MONUMENTED       CGS
 OK0303
 OK0303                          STATION DESCRIPTION
 OK0303
 OK0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0303'2.3 MI NE FROM LINCOLN LAKE.
 OK0303'2.3 MILES EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0303'AT LINCOLN LAKE, 42 FEET WEST OF THE CENTER OF A LANE CROSSING,
 OK0303'32 FEET NORTH OF THE NORTH RAIL, 59 FEET WEST OF A 20-INCH OAK
 OK0303'TREE MARKED U.S. 844.2, 12 FEET SOUTH OF A FENCE AND 2 FEET
 OK0303'HIGHER THAN TOP OF RAIL.  A STANDARD DISK, STAMPED A 99 1934
 OK0303'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0303'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0242 ***********************************************************************
 QK0242  DESIGNATION -  A O A
 QK0242  PID         -  QK0242
 QK0242  STATE/COUNTY-  MI/MACKINAC
 QK0242  USGS QUAD   -  ST IGNACE (1976)
 QK0242
 QK0242                         *CURRENT SURVEY CONTROL
 QK0242  ___________________________________________________________________
 QK0242* NAD 83(1986)-  45 51 53.     (N)    084 43 08.     (W)     SCALED    
 QK0242* NAVD 88     -       180.058  (meters)     590.74   (feet)  ADJUSTED  
 QK0242  ___________________________________________________________________
 QK0242  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0242  DYNAMIC HT  -         180.065 (meters)     590.76  (feet)  COMP
 QK0242  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 QK0242
 QK0242  VERT ORDER  -  FIRST     CLASS II
 QK0242
 QK0242.The horizontal coordinates were scaled from a topographic map and have
 QK0242.an estimated accuracy of +/- 6 seconds.
 QK0242
 QK0242.The orthometric height was determined by differential leveling
 QK0242.and adjusted by the National Geodetic Survey in June 1991..
 QK0242
 QK0242.The geoid height was determined by GEOID03.
 QK0242
 QK0242.The dynamic height is computed by dividing the NAVD 88
 QK0242.geopotential number by the normal gravity value computed on the
 QK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0242.degrees latitude (g = 980.6199 gals.).
 QK0242
 QK0242.The modeled gravity was interpolated from observed gravity values.
 QK0242
 QK0242;                    North         East    Units  Estimated Accuracy
 QK0242;SPC MI N     -   122,740.    8,177,100.      MT  (+/- 180 meters Scaled)
 QK0242
 QK0242                          SUPERSEDED SURVEY CONTROL
 QK0242
 QK0242  NGVD 29 (??/??/92)  180.102  (m)          590.88   (f) ADJ UNCH    1 2
 QK0242
 QK0242.Superseded values are not recommended for survey control.
 QK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0242.See file dsdata.txt to determine how the superseded data were derived.
 QK0242
 QK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR770815(NAD 83)
 QK0242_MARKER: Q = CHISELED SQUARE
 QK0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0242_SP_SET: PLATFORM
 QK0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0242
 QK0242  HISTORY     - Date     Condition        Report By
 QK0242  HISTORY     - UNK      MONUMENTED       SOORR
 QK0242  HISTORY     - 1934     GOOD             NGS
 QK0242  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0242
 QK0242                          STATION DESCRIPTION
 QK0242
 QK0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0242'AT ST IGNACE.
 QK0242'AT ST. IGNACE, MACKINAC COUNTY, 77 YARDS WEST OF THE DULUTH.
 QK0242'SOUTH SHORE AND ATLANTIC RAILWAY STATION, AT THE SOUTHEAST
 QK0242'CORNER OF THE CONCRETE PLATFORM, AND 2 INCHES NORTH OF THE
 QK0242'NORTHEAST CORNER OF THE STATION.  THE HIGH POINT OF A CHISELED
 QK0242'SQUARE.
 QK0242
 QK0242                          STATION RECOVERY (2002)
 QK0242
 QK0242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0277 ***********************************************************************
 NF0277  DESIGNATION -  A R P
 NF0277  PID         -  NF0277
 NF0277  STATE/COUNTY-  MI/CLINTON
 NF0277  USGS QUAD   -  LANSING NORTH (1980)
 NF0277
 NF0277                         *CURRENT SURVEY CONTROL
 NF0277  ___________________________________________________________________
 NF0277* NAD 83(1986)-  42 46 39.     (N)    084 35 22.     (W)     SCALED    
 NF0277* NAVD 88     -       259.397  (meters)     851.04   (feet)  ADJUSTED  
 NF0277  ___________________________________________________________________
 NF0277  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0277  DYNAMIC HT  -         259.325 (meters)     850.80  (feet)  COMP
 NF0277  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NF0277
 NF0277  VERT ORDER  -  SECOND    CLASS 0
 NF0277
 NF0277.This mark is at Capital City Airport (LAN)
 NF0277
 NF0277.The horizontal coordinates were scaled from a topographic map and have
 NF0277.an estimated accuracy of +/- 6 seconds.
 NF0277
 NF0277.The orthometric height was determined by differential leveling
 NF0277.and adjusted by the National Geodetic Survey in June 1991..
 NF0277
 NF0277.The geoid height was determined by GEOID03.
 NF0277
 NF0277.The dynamic height is computed by dividing the NAVD 88
 NF0277.geopotential number by the normal gravity value computed on the
 NF0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0277.degrees latitude (g = 980.6199 gals.).
 NF0277
 NF0277.The modeled gravity was interpolated from observed gravity values.
 NF0277
 NF0277;                    North         East    Units  Estimated Accuracy
 NF0277;SPC MI S     -   141,930.    3,981,770.      MT  (+/- 180 meters Scaled)
 NF0277
 NF0277                          SUPERSEDED SURVEY CONTROL
 NF0277
 NF0277  NGVD 29 (??/??/92)  259.56   (m)          851.6    (f) COMPUTED    2 0
 NF0277
 NF0277.Superseded values are not recommended for survey control.
 NF0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0277.See file dsdata.txt to determine how the superseded data were derived.
 NF0277
 NF0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN971389(NAD 83)
 NF0277_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0277_STAMPING: ARP 1955
 NF0277_MARK LOGO: CGS   
 NF0277_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0277+STABILITY: SURFACE MOTION
 NF0277
 NF0277  HISTORY     - Date     Condition        Report By
 NF0277  HISTORY     - 1955     MONUMENTED       CGS
 NF0277  HISTORY     - 1968     GOOD             NGS
 NF0277  HISTORY     - 1977     GOOD             NGS
 NF0277  HISTORY     - 19940628 GOOD             NGS
 NF0277
 NF0277                          STATION DESCRIPTION
 NF0277
 NF0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0277'AT CAPITAL CITY AIRPORT.
 NF0277'AT THE CAPITAL CITY AIRPORT, CLINTON COUNTY, AT THE GEOGRAPHIC
 NF0277'CENTER OF THE LANDING AREA, 517 FEET SOUTHEAST OF THE CENTERLINE
 NF0277'OF THE INTERSECTION OF THE EAST-AND-WEST RUNWAY AND THE
 NF0277'NORTHEAST-AND-SOUTHWEST RUNWAY, 436 FEET NORTHEAST OF THE NORTHEAST
 NF0277'CORNER OF THE FIELD LIGHTING VAULT, AND 393.4 FEET SOUTH OF THE
 NF0277'SOUTH EDGE OF THE EAST-AND-WEST RUNWAY.  A STANDARD TOPOGRAPHIC
 NF0277'DISK, STAMPED ARP 1955 AND SET IN THE TOP OF A CONCRETE POST
 NF0277'FLUSH WITH THE GROUND.
 NF0277
 NF0277                          STATION RECOVERY (1968)
 NF0277
 NF0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NF0277'RECOVERED IN GOOD CONDITION.
 NF0277
 NF0277                          STATION RECOVERY (1977)
 NF0277
 NF0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0277'THE MARK IS LOCATED NEAR THE CENTER OF THE CAPITAL CITY AIRPORT. THE
 NF0277'AREA HAS BEEN COVERED WITH ABOUT 3 FEET OF FILL SINCE THE MARK WAS
 NF0277'ESTABLISHED. IT IS NOW UNDER-GROUND ABOUT 3 FEET IN A STANDARD SIZE
 NF0277'MAN HOLE COVER. A SECURITY PASS MUST BE OBTAINED TO REACH THE
 NF0277'STATION, IT MAY BE OBTAINED FROM THE AIRPORT PUBLIC SAFETY OFFICE AT
 NF0277'THE AIRPORT. A COAST AND GEODETIC TOPOGRAPHIC DISK.
 NF0277
 NF0277                          STATION RECOVERY (1994)
 NF0277
 NF0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF0277'THIS STATION IS LOCATED AT THE CENTER OF THE AIRPORT.  THE STATION IS
 NF0277'12.30 FT (3.75 M) SOUTH OF THE CENTERLINE OF TAXIWAY B, 74.50 FT
 NF0277'(22.71 M) SOUTHEAST OF THE CENTERLINE OF TAXIWAY C.  DUE TO THE RECENT
 NF0277'CONSTRUCTION OF TAXIWAY B, THE STATION IS NOW LOCATED 3.0 FT (0.9 M)
 NF0277'BELOW A MANHOLE COVER WHICH IS 2.0 FT (0.6 M) IN DIAMETER. THE STATION
 NF0277'IS A STANDARD TOPOGRAPHIC DISK STAMPED A R P 1955 AND SET IN A
 NF0277'CONCRETE POST.  NOTE, UNADJUSTED GEODESY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0240 ***********************************************************************
 SG0240  DESIGNATION -  A USE MIGS 1934
 SG0240  PID         -  SG0240
 SG0240  STATE/COUNTY-  MI/HOUGHTON
 SG0240  USGS QUAD   -  OSKAR (1975)
 SG0240
 SG0240                         *CURRENT SURVEY CONTROL
 SG0240  ___________________________________________________________________
 SG0240* NAD 83(1994)-  47 09 59.40480(N)    088 38 38.81373(W)     ADJUSTED  
 SG0240* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 SG0240  ___________________________________________________________________
 SG0240  LAPLACE CORR-         -10.14  (seconds)                    DEFLEC99
 SG0240  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 SG0240
 SG0240  HORZ ORDER  -  THIRD
 SG0240
 SG0240.The horizontal coordinates were established by classical geodetic methods
 SG0240.and adjusted by the National Geodetic Survey in February 1997..
 SG0240
 SG0240.The orthometric height was scaled from a topographic map.
 SG0240
 SG0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0240
 SG0240.The geoid height was determined by GEOID03.
 SG0240
 SG0240;                    North         East     Units Scale Factor Converg.
 SG0240;SPC MI N     -   266,180.843 7,875,350.462   MT  1.00002137   -1 11 18.1
 SG0240;SPC MI N     -   873,296.73 25,837,763.98   iFT  1.00002137   -1 11 18.1
 SG0240;UTM  16      - 5,224,978.280   375,395.321   MT  0.99979082   -1 12 21.0
 SG0240
 SG0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0240!SPC MI N     -   0.99997641  x   1.00002137  =   0.99999778
 SG0240!UTM  16      -   0.99997641  x   0.99979082  =   0.99976723
 SG0240
 SG0240:                Primary Azimuth Mark                     Grid Az
 SG0240:SPC MI N     -  ROULEAU POINT RANGE REAR LIGHT           034 38 05.7
 SG0240:UTM  16      -  ROULEAU POINT RANGE REAR LIGHT           034 39 08.6
 SG0240
 SG0240|---------------------------------------------------------------------|
 SG0240| PID    Reference Object                     Distance      Geod. Az  |
 SG0240|                                                           dddmmss.s |
 SG0240| SG0202 ROULEAU POINT RANGE REAR LIGHT      APPROX. 3.9 KM 0332647.6 |
 SG0240| SG0203 ROULEAU POINT RANGE F LIGHT         APPROX. 3.5 KM 0332657.5 |
 SG0240|---------------------------------------------------------------------|
 SG0240
 SG0240                          SUPERSEDED SURVEY CONTROL
 SG0240
 SG0240  NAD 83(1986)-  47 09 59.40084(N)    088 38 38.78806(W) AD(       ) 3
 SG0240  NAD 27      -  47 09 59.67000(N)    088 38 38.35200(W) AD(       ) 3
 SG0240
 SG0240.Superseded values are not recommended for survey control.
 SG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0240.See file dsdata.txt to determine how the superseded data were derived.
 SG0240
 SG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7539524978(NAD 83)
 SG0240_MARKER: I = METAL ROD
 SG0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0240_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0240
 SG0240  HISTORY     - Date     Condition        Report By
 SG0240  HISTORY     - 1934     MONUMENTED       MIGS
 SG0240  HISTORY     - 1981     GOOD             NOS
 SG0240
 SG0240                          STATION DESCRIPTION
 SG0240
 SG0240'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0240'OPPOSITE HIGH POINT ON WESTERLY SHORE OF PORTAGE LAKE, SEC. 17,
 SG0240'T. 55 N., R. 34 W., IN THE YARD OF THE SUMMER HOME OF EMIL
 SG0240'TIKKANEN.  STATION MARK IS 70.1 FEET N. 32 DEG W. (MAG.) OF A
 SG0240'SMALL POINT OF SHORE, 76.6 FEET N. 27 DEG W. (MAG.) OF NORTHEAST
 SG0240'CORNER OF BATH HOUSE, 71.9 FEET S. 80 DEG E. (MAG.) OF THE HOUSE
 SG0240'AND 9.6 FEET N. 67 DEG W. (MAG.) OF THE CENTER OF A 27-INCH
 SG0240'PINE STUMP.
 SG0240'
 SG0240'TO REACH FROM THE SOUTH END OF THE HOUGHTON COUNTY BRIDGE,
 SG0240'DRIVE WEST AND NORTH 5.6 MILES (0.8 MILE BEYOND THE CORNERS
 SG0240'WHERE ROAD TO FREDA BRANCHES OFF TO THE WEST) ALONG THE SOUTH
 SG0240'SHORE OF PORTAGE LAKE TO THE POINT WHERE MR. TIKKANENS PRIVATE
 SG0240'ROAD BRANCHES OFF TOWARD THE SHORE.  FOLLOW THIS PRIVATE ROAD
 SG0240'TO MR. TIKKANENS YARD AND THE STATION, WHICH IS ABOUT TWO FEET
 SG0240'BACK FROM THE SHORE.
 SG0240'
 SG0240'THE STATION WAS LOCATED FOR THE USE OF THE U.S. ENGINEERS.
 SG0240'THEY HAVE IT MARKED AT PRESENT (1935) WITH A ONE-INCH IRON PIPE
 SG0240'DRIVEN INTO THE GROUND.  THE RESIDENT ENGINEER STATES THAT
 SG0240'IN THE NEAR FUTURE THE STATION WILL BE MARKED WITH ONE OF THEIR
 SG0240'STANDARD DISKS SET IN CONCRETE.
 SG0240
 SG0240                          STATION RECOVERY (1981)
 SG0240
 SG0240'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0240'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS NOW
 SG0240'MARKED WITH A US ARMY CORPS OF ENGINEERS DISK STAMPED---558---,.
 SG0240'
 SG0240'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.14 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0076 ***********************************************************************
 RK0076  DESIGNATION -  AA
 RK0076  PID         -  RK0076
 RK0076  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0076  USGS QUAD   -  
 RK0076
 RK0076                         *CURRENT SURVEY CONTROL
 RK0076  ___________________________________________________________________
 RK0076* NAD 83(1986)-  46 21 34.     (N)    086 16 56.     (W)     SCALED    
 RK0076* NAVD 88     -       246.851  (meters)     809.88   (feet)  ADJUSTED  
 RK0076  ___________________________________________________________________
 RK0076  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 RK0076  DYNAMIC HT  -         246.868 (meters)     809.93  (feet)  COMP
 RK0076  MODELED GRAV-     980,677.0   (mgal)                       NAVD 88
 RK0076
 RK0076  VERT ORDER  -  SECOND    CLASS 0
 RK0076
 RK0076.The horizontal coordinates were scaled from a topographic map and have
 RK0076.an estimated accuracy of +/- 6 seconds.
 RK0076
 RK0076.The orthometric height was determined by differential leveling
 RK0076.and adjusted by the National Geodetic Survey in June 1991..
 RK0076
 RK0076.The geoid height was determined by GEOID03.
 RK0076
 RK0076.The dynamic height is computed by dividing the NAVD 88
 RK0076.geopotential number by the normal gravity value computed on the
 RK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0076.degrees latitude (g = 980.6199 gals.).
 RK0076
 RK0076.The modeled gravity was interpolated from observed gravity values.
 RK0076
 RK0076;                    North         East    Units  Estimated Accuracy
 RK0076;SPC MI N     -   175,430.    8,055,230.      MT  (+/- 180 meters Scaled)
 RK0076
 RK0076                          SUPERSEDED SURVEY CONTROL
 RK0076
 RK0076  NGVD 29 (??/??/92)  246.813  (m)          809.75   (f) ADJ UNCH    2 0
 RK0076
 RK0076.Superseded values are not recommended for survey control.
 RK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0076.See file dsdata.txt to determine how the superseded data were derived.
 RK0076
 RK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES552342(NAD 83)
 RK0076_MARKER: N = NAIL
 RK0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0076_SP_SET: BEECH TREE
 RK0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0076
 RK0076  HISTORY     - Date     Condition        Report By
 RK0076  HISTORY     - UNK      MONUMENTED       CGS
 RK0076  HISTORY     - 1964     GOOD             NGS
 RK0076
 RK0076                          STATION DESCRIPTION
 RK0076
 RK0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RK0076'1.1 MI N FROM CREIGHTON.
 RK0076'BENCH MARK AA IS A NAIL AND WASHER IN A NOTCH CUT IN THE TIP
 RK0076'OF A ROOT ON THE SOUTHWEST SIDE OF AN 18-INCH BEECH TREE, 16.6
 RK0076'FEET SOUTHWEST OF E 193 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0085 ***********************************************************************
 RK0085  DESIGNATION -  AB
 RK0085  PID         -  RK0085
 RK0085  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0085  USGS QUAD   -  
 RK0085
 RK0085                         *CURRENT SURVEY CONTROL
 RK0085  ___________________________________________________________________
 RK0085* NAD 83(1986)-  46 25 35.     (N)    086 21 43.     (W)     SCALED    
 RK0085* NAVD 88     -       277.506  (meters)     910.45   (feet)  ADJUSTED  
 RK0085  ___________________________________________________________________
 RK0085  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 RK0085  DYNAMIC HT  -         277.524 (meters)     910.51  (feet)  COMP
 RK0085  MODELED GRAV-     980,671.1   (mgal)                       NAVD 88
 RK0085
 RK0085  VERT ORDER  -  SECOND    CLASS 0
 RK0085
 RK0085.The horizontal coordinates were scaled from a topographic map and have
 RK0085.an estimated accuracy of +/- 6 seconds.
 RK0085
 RK0085.The orthometric height was determined by differential leveling
 RK0085.and adjusted by the National Geodetic Survey in June 1991..
 RK0085
 RK0085.The geoid height was determined by GEOID03.
 RK0085
 RK0085.The dynamic height is computed by dividing the NAVD 88
 RK0085.geopotential number by the normal gravity value computed on the
 RK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0085.degrees latitude (g = 980.6199 gals.).
 RK0085
 RK0085.The modeled gravity was interpolated from observed gravity values.
 RK0085
 RK0085;                    North         East    Units  Estimated Accuracy
 RK0085;SPC MI N     -   182,810.    8,049,040.      MT  (+/- 180 meters Scaled)
 RK0085
 RK0085                          SUPERSEDED SURVEY CONTROL
 RK0085
 RK0085  NGVD 29 (??/??/92)  277.464  (m)          910.31   (f) ADJ UNCH    2 0
 RK0085
 RK0085.Superseded values are not recommended for survey control.
 RK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0085.See file dsdata.txt to determine how the superseded data were derived.
 RK0085
 RK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES490416(NAD 83)
 RK0085_MARKER: N = NAIL
 RK0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0085_SP_SET: 30 INCH MAPLE TREE
 RK0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0085
 RK0085  HISTORY     - Date     Condition        Report By
 RK0085  HISTORY     - UNK      MONUMENTED       CGS
 RK0085  HISTORY     - 1964     GOOD             NGS
 RK0085
 RK0085                          STATION DESCRIPTION
 RK0085
 RK0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RK0085'8 MI N FROM CREIGHTON.
 RK0085'BENCH MARK AB IS A NAIL AND WASHER IN A NOTCH CUT IN THE TOP OF A
 RK0085'LARGE ROOT ON THE SOUTH SIDE OF A 30-INCH MAPLE TREE, 18.3 FEET
 RK0085'SOUTH OF TT 45 T (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0092 ***********************************************************************
 RK0092  DESIGNATION -  AC
 RK0092  PID         -  RK0092
 RK0092  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0092  USGS QUAD   -  
 RK0092
 RK0092                         *CURRENT SURVEY CONTROL
 RK0092  ___________________________________________________________________
 RK0092* NAD 83(1986)-  46 28 41.     (N)    086 19 15.     (W)     SCALED    
 RK0092* NAVD 88     -       275.286  (meters)     903.17   (feet)  ADJUSTED  
 RK0092  ___________________________________________________________________
 RK0092  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 RK0092  DYNAMIC HT  -         275.303 (meters)     903.22  (feet)  COMP
 RK0092  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RK0092
 RK0092  VERT ORDER  -  SECOND    CLASS 0
 RK0092
 RK0092.The horizontal coordinates were scaled from a topographic map and have
 RK0092.an estimated accuracy of +/- 6 seconds.
 RK0092
 RK0092.The orthometric height was determined by differential leveling
 RK0092.and adjusted by the National Geodetic Survey in June 1991..
 RK0092
 RK0092.The geoid height was determined by GEOID03.
 RK0092
 RK0092.The dynamic height is computed by dividing the NAVD 88
 RK0092.geopotential number by the normal gravity value computed on the
 RK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0092.degrees latitude (g = 980.6199 gals.).
 RK0092
 RK0092.The modeled gravity was interpolated from observed gravity values.
 RK0092
 RK0092;                    North         East    Units  Estimated Accuracy
 RK0092;SPC MI N     -   188,580.    8,052,150.      MT  (+/- 180 meters Scaled)
 RK0092
 RK0092                          SUPERSEDED SURVEY CONTROL
 RK0092
 RK0092  NGVD 29 (??/??/92)  275.244  (m)          903.03   (f) ADJ UNCH    2 0
 RK0092
 RK0092.Superseded values are not recommended for survey control.
 RK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0092.See file dsdata.txt to determine how the superseded data were derived.
 RK0092
 RK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES521473(NAD 83)
 RK0092_MARKER: N = NAIL
 RK0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0092_SP_SET: 30 INCH MAPLE TREE
 RK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0092
 RK0092  HISTORY     - Date     Condition        Report By
 RK0092  HISTORY     - UNK      MONUMENTED       CGS
 RK0092  HISTORY     - 1964     GOOD             NGS
 RK0092
 RK0092                          STATION DESCRIPTION
 RK0092
 RK0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RK0092'13 MI N FROM CREIGHTON.
 RK0092'BENCH MARK AC IS A NAIL AND WASHER IN A NOTCH CUT IN THE TOP OF
 RK0092'A ROOT ON THE WEST SIDE OF A 30-INCH MAPLE TREE, 18 FEET SOUTHWEST
 RK0092'OF 53WR (USGS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8098 ***********************************************************************
 AA8098  CBN         -  This is a Cooperative Base Network Control Station.
 AA8098  PACS        -  This is a Primary Airport Control Station.
 AA8098  DESIGNATION -  ACB C
 AA8098  PID         -  AA8098
 AA8098  STATE/COUNTY-  MI/ANTRIM
 AA8098  USGS QUAD   -  BELLAIRE (1985)
 AA8098
 AA8098                         *CURRENT SURVEY CONTROL
 AA8098  ___________________________________________________________________
 AA8098* NAD 83(1994)-  44 59 25.95482(N)    085 11 46.83784(W)     ADJUSTED  
 AA8098* NAVD 88     -       188.48   (meters)     618.4    (feet)  GPS OBS   
 AA8098  ___________________________________________________________________
 AA8098  X           -     378,380.881 (meters)                     COMP
 AA8098  Y           -  -4,502,572.013 (meters)                     COMP
 AA8098  Z           -   4,486,714.160 (meters)                     COMP
 AA8098  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA8098  ELLIP HEIGHT-         154.12  (meters)          (07/12/02) GPS OBS
 AA8098  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 AA8098
 AA8098  HORZ ORDER  -  B
 AA8098  ELLP ORDER  -  FOURTH    CLASS II
 AA8098
 AA8098.This mark is at Antrim County Airport (ACB)
 AA8098
 AA8098.The horizontal coordinates were established by GPS observations
 AA8098.and adjusted by the National Geodetic Survey in September 1995..
 AA8098
 AA8098.The orthometric height was determined by GPS observations and a
 AA8098.high-resolution geoid model.
 AA8098
 AA8098.GPS derived orthometric heights for airport stations designated as
 AA8098.PACS or SACS are published to 2 decimal places.  This maintains
 AA8098.centimeter relative accuracy between the PACS and SACS.  It does
 AA8098.not indicate centimeter accuracy relative to other marks which are
 AA8098.part of the NAVD 88 network.
 AA8098
 AA8098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8098
 AA8098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8098
 AA8098.The ellipsoidal height was determined by GPS observations
 AA8098.and is referenced to NAD 83.
 AA8098
 AA8098.The geoid height was determined by GEOID03.
 AA8098
 AA8098;                    North         East     Units Scale Factor Converg.
 AA8098;SPC MI C     -   186,335.581 5,934,578.650   MT  0.99991304   -0 35 09.9
 AA8098;SPC MI C     -   611,337.21 19,470,402.40   iFT  0.99991304   -0 35 09.9
 AA8098;UTM  16      - 4,983,482.271   642,179.121   MT  0.99984857   +1 16 31.4
 AA8098
 AA8098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8098!SPC MI C     -   0.99997584  x   0.99991304  =   0.99988888
 AA8098!UTM  16      -   0.99997584  x   0.99984857  =   0.99982441
 AA8098
 AA8098                          SUPERSEDED SURVEY CONTROL
 AA8098
 AA8098  ELLIP H (09/20/95)  154.13   (m)                       GP(       ) 1 2
 AA8098
 AA8098.Superseded values are not recommended for survey control.
 AA8098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8098.See file dsdata.txt to determine how the superseded data were derived.
 AA8098
 AA8098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4217983482(NAD 83)
 AA8098_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA8098_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA8098_STAMPING: ACB C 1978
 AA8098_MARK LOGO: CGS   
 AA8098_PROJECTION: FLUSH
 AA8098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8098+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 AA8098_ROD/PIPE-DEPTH: 23.8 meters
 AA8098_SLEEVE-DEPTH  : 1.2 meters
 AA8098
 AA8098  HISTORY     - Date     Condition        Report By
 AA8098  HISTORY     - 1978     MONUMENTED       CGS
 AA8098  HISTORY     - 19870815 GOOD             NGS
 AA8098  HISTORY     - 20010801 GOOD             NGS
 AA8098  HISTORY     - 20040525 GOOD             ROWEIN
 AA8098
 AA8098                          STATION DESCRIPTION
 AA8098
 AA8098'DESCRIBED BY COAST AND GEODETIC SURVEY 1978 (CFS)
 AA8098'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 2
 AA8098'KM (1.25 MI) NORTHEAST OF BELLAIRE, AT THE ANTRIM COUNTY AIRPORT, IN
 AA8098'THE PARALLEL MEDIAN, AT A TAXI CROSSING, IN THE SOUTHEAST 1/4 OF
 AA8098'SECTION 18, T 30 N, R 7 W.  OWNERSHIP--ANTRIM COUNTY, ROUTE 2, BOX
 AA8098'256, BELLAIRE, MI 49615.  AIRPORT MANAGER IS JOHN STREHL, PHONE
 AA8098'616-533-8524.  TO REACH FROM THE JUNCTION OF CAYUGA AND BRIDGE STREETS
 AA8098'AT THE SOUTH END OF THE BUSINESS DISTRICT IN BELLAIRE (STATE HIGHWAY
 AA8098'88 MAKES RIGHT ANGLE TURN) , GO EAST ON CAYUGA STREET (HIGHWAY 88) FOR
 AA8098'0.87 KM (0.55 MI) TO A FORK AT STOP LIGHT.  KEEP LEFT, EAST, ON CAYUGA
 AA8098'STREET FOR 0.47 KM (0.30 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH,
 AA8098'ON FAIRGROUNDS ROAD FOR 1.01 KM (0.60 MI) TO THE NORTH AIRPORT
 AA8098'ENTRANCE ON THE LEFT.  TURN LEFT, WEST, ON ROAD FOR 0.10 KM (0.05 MI)
 AA8098'TO AN UNLOCKED GATE ON THE NORTH SIDE OF THE AIRPORT OFFICE.  PASS
 AA8098'THROUGH GATE, THEN TURN RIGHT, NORTHEAST, ON THE GENERAL AVIATION TAXI
 AA8098'FOR 0.77 KM (0.45 MI) TO THE PARALLEL (ALPHA) TAXI.  CONTINUE AHEAD ON
 AA8098'TAXI FOR 40 M (131.2 FT) TO THE RUNWAY HOLD LINE AND THE STATION ON
 AA8098'THE LEFT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS 30.4 M
 AA8098'(99.7 FT) WEST-NORTHWEST OF THE EDGE OF ALPHA TAXI, 70.2 M (230.3 FT)
 AA8098'EAST-SOUTHEAST OF THE RUNWAY EDGE, 26.9 M (88.3 FT) SOUTH-SOUTHWEST OF
 AA8098'THE TAXI EDGE, 18.1 M (59.4 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF
 AA8098'THE ILLUMINATED C SIGN, AND 28.3 M (92.8 FT) WEST-SOUTHWEST OF THE
 AA8098'CURVED PAVEMENT EDGE. DESCRIBED BY G.R.  HEID.
 AA8098
 AA8098                          STATION RECOVERY (1987)
 AA8098
 AA8098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 AA8098'STATION ACB C 1978 IS A STANDARD CGS TOPO DISK STAMPED ACB C 1978 SET
 AA8098'IN CONCRETE FLUSH WITH THE GROUND.  THE MARK IS LOCATED ON THE WEST
 AA8098'SIDE OF, AND NEAR, RUNWAY END 20.  THE MARK IS ON RANGE WEST WITH THE
 AA8098'SIXTH RUNWAY LIGHT SOUTH FROM RUNWAY END 20, 223.9 FT (68.2 M)
 AA8098'NORTHWEST OF RUNWAY LIGHT 7, 222.9 FT (67.9 M) SOUTHWEST FROM RUNWAY
 AA8098'LIGHT 5, 115.0 FT (35.1 M) WEST OF THE WEST EDGE OF RUNWAY 2-20 AND
 AA8098'105.0 FT (32.0 M) WEST OF RUNWAY LIGHT 6.
 AA8098
 AA8098                          STATION RECOVERY (2001)
 AA8098
 AA8098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA8098'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 AA8098
 AA8098                          STATION RECOVERY (2004)
 AA8098
 AA8098'RECOVERY NOTE BY ROWE INCORPORATED 2004 (SS)
 AA8098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0084 ***********************************************************************
 RJ0084  DESIGNATION -  ACCESS
 RJ0084  PID         -  RJ0084
 RJ0084  STATE/COUNTY-  MI/CHIPPEWA
 RJ0084  USGS QUAD   -  PICKFORD (1975)
 RJ0084
 RJ0084                         *CURRENT SURVEY CONTROL
 RJ0084  ___________________________________________________________________
 RJ0084* NAD 83(1986)-  46 12 05.     (N)    084 18 02.     (W)     SCALED    
 RJ0084* NAVD 88     -       186.349  (meters)     611.38   (feet)  ADJUSTED  
 RJ0084  ___________________________________________________________________
 RJ0084  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 RJ0084  DYNAMIC HT  -         186.357 (meters)     611.41  (feet)  COMP
 RJ0084  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 RJ0084
 RJ0084  VERT ORDER  -  FIRST     CLASS 0
 RJ0084
 RJ0084.The horizontal coordinates were scaled from a topographic map and have
 RJ0084.an estimated accuracy of +/- 6 seconds.
 RJ0084
 RJ0084.The orthometric height was determined by differential leveling
 RJ0084.and adjusted by the National Geodetic Survey in June 1991..
 RJ0084
 RJ0084.The geoid height was determined by GEOID03.
 RJ0084
 RJ0084.The dynamic height is computed by dividing the NAVD 88
 RJ0084.geopotential number by the normal gravity value computed on the
 RJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0084.degrees latitude (g = 980.6199 gals.).
 RJ0084
 RJ0084.The modeled gravity was interpolated from observed gravity values.
 RJ0084
 RJ0084;                    North         East    Units  Estimated Accuracy
 RJ0084;SPC MI N     -   161,160.    8,208,290.      MT  (+/- 180 meters Scaled)
 RJ0084
 RJ0084                          SUPERSEDED SURVEY CONTROL
 RJ0084
 RJ0084  NGVD 29 (??/??/92)  186.32   (m)          611.3    (f) COMPUTED    1 0
 RJ0084
 RJ0084.Superseded values are not recommended for survey control.
 RJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0084.See file dsdata.txt to determine how the superseded data were derived.
 RJ0084
 RJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS082199(NAD 83)
 RJ0084_MARKER: Z = SEE DESCRIPTION
 RJ0084_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0084+WITH SETTING: INTO GROUND
 RJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0084+STABILITY: SURFACE MOTION
 RJ0084
 RJ0084  HISTORY     - Date     Condition        Report By
 RJ0084  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0084  HISTORY     - 1972     GOOD             USLS
 RJ0084  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0084
 RJ0084                          STATION DESCRIPTION
 RJ0084
 RJ0084'DESCRIBED BY US LAKE SURVEY 1972
 RJ0084'6.8 MI S FROM BARBEAU.
 RJ0084'ACCESS IS IN CHIPPEWA COUNTY, MICHIGAN, 6.85 MILES SOUTH FROM THE POST
 RJ0084'OFFICE AT BARBEAU TO ROAD INTERSECTION, 53.0 FEET SOUTHEAST
 RJ0084'OF UTILITY POLE NO. REA A/23/29, 49 FEET WEST OF CENTERLINE
 RJ0084'OF RIVERSIDE DRIVE, 21.4 FEET NORTH OF A FENCE CORNER AND IN
 RJ0084'LINE WITH NORTH-SOUTH FENCELINE, 12 FEET SOUTH OF CENTERLINE OF
 RJ0084'MUNUSCONG BAY ACCESS ROAD, 3.6 FEET EAST OF STOP SIGN, 1/2-FOOT
 RJ0084'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0084'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 30 FEET LONG.
 RJ0084
 RJ0084                          STATION RECOVERY (1983)
 RJ0084
 RJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0084'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0865 ***********************************************************************
 RJ0865  DESIGNATION -  ACK IBC 1943
 RJ0865  PID         -  RJ0865
 RJ0865  STATE/COUNTY-  MI/CHIPPEWA
 RJ0865  USGS QUAD   -  DAFTER (1975)
 RJ0865
 RJ0865                         *CURRENT SURVEY CONTROL
 RJ0865  ___________________________________________________________________
 RJ0865* NAD 83(1994)-  46 30 17.77150(N)    084 22 35.08876(W)     ADJUSTED  
 RJ0865* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0865  ___________________________________________________________________
 RJ0865  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 RJ0865  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0865
 RJ0865  HORZ ORDER  -  THIRD
 RJ0865
 RJ0865.The horizontal coordinates were established by classical geodetic methods
 RJ0865.and adjusted by the National Geodetic Survey in February 1997..
 RJ0865
 RJ0865.The orthometric height was scaled from a topographic map.
 RJ0865
 RJ0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0865
 RJ0865.The geoid height was determined by GEOID03.
 RJ0865
 RJ0865;                    North         East     Units Scale Factor Converg.
 RJ0865;SPC MI N     -   194,678.710 8,201,320.223   MT  0.99991017   +1 53 46.7
 RJ0865;SPC MI N     -   638,709.68 26,907,218.58   iFT  0.99991017   +1 53 46.7
 RJ0865;SPC MI C     -   354,327.265 5,999,251.658   MT  1.00028642   -0 00 24.8
 RJ0865;SPC MI C     - 1,162,491.03 19,682,584.18   iFT  1.00028642   -0 00 24.8
 RJ0865;UTM  16      - 5,153,496.254   701,290.912   MT  1.00009807   +1 54 13.9
 RJ0865
 RJ0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0865!SPC MI N     -   0.99997814  x   0.99991017  =   0.99988831
 RJ0865!SPC MI C     -   0.99997814  x   1.00028642  =   1.00026456
 RJ0865!UTM  16      -   0.99997814  x   1.00009807  =   1.00007621
 RJ0865
 RJ0865:                Primary Azimuth Mark                     Grid Az
 RJ0865:SPC MI N     -  STEEL 2 IBC 1963                         008 04 58.2
 RJ0865:SPC MI C     -  STEEL 2 IBC 1963                         009 59 09.7
 RJ0865:UTM  16      -  STEEL 2 IBC 1963                         008 04 31.0
 RJ0865
 RJ0865|---------------------------------------------------------------------|
 RJ0865| PID    Reference Object                     Distance      Geod. Az  |
 RJ0865|                                                           dddmmss.s |
 RJ0865| RJ0851 STEEL 2 IBC 1963                    APPROX. 1.0 KM 0095844.9 |
 RJ0865|---------------------------------------------------------------------|
 RJ0865
 RJ0865                          SUPERSEDED SURVEY CONTROL
 RJ0865
 RJ0865  NAD 83(1986)-  46 30 17.75312(N)    084 22 35.09965(W) AD(       ) 3
 RJ0865  NAD 27      -  46 30 17.68300(N)    084 22 34.94900(W) AD(       ) 3
 RJ0865
 RJ0865.Superseded values are not recommended for survey control.
 RJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0865.See file dsdata.txt to determine how the superseded data were derived.
 RJ0865
 RJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0129153496(NAD 83)
 RJ0865_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0865+STABILITY: SURFACE MOTION
 RJ0865
 RJ0865  HISTORY     - Date     Condition        Report By
 RJ0865  HISTORY     - 1943     MONUMENTED       IBC
 RJ0865  HISTORY     - 1958     GOOD             IBC
 RJ0865
 RJ0865                          STATION DESCRIPTION
 RJ0865
 RJ0865'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0865'ON THE N SIDE NEAR THE W END OF THE HIGH DREDGE DUMP THAT EXTENDS
 RJ0865'W ON THE N SIDE OF THE AMERICAN LOCKS ABOUT 5/8 MILE W OF THE
 RJ0865'CANADIAN PACIFIC RAILWAY BRIDGE.  IT IS 37.5 FEET W OF FENCE, 35
 RJ0865'FEET E OF TOP OF BANK, AND ABOUT 25 FEET ABOVE WATER, ON SMALL
 RJ0865'EARTH RIDGE AMONG SOME SMALL POPLAR TREES.
 RJ0865'
 RJ0865'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK FLUSH
 RJ0865'WITH GROUND SET IN A CYLINDER OF CONCRETE 6 INCHES IN DIAMETER AND
 RJ0865'18 INCHES LONG.  THE SUBSURFACE MARK IS A ROUNDHEADED COPPER RIVET
 RJ0865'SET IN CONCRETE 22 INCHES UNDERGROUND.
 RJ0865
 RJ0865                          STATION RECOVERY (1958)
 RJ0865
 RJ0865'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0865'STATION IS 10 FEET SOUTH OF BANK AND NEAR A GUN EMPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0233 ***********************************************************************
 NE0233  DESIGNATION -  ADAMS
 NE0233  PID         -  NE0233
 NE0233  STATE/COUNTY-  MI/ST CLAIR
 NE0233  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0233
 NE0233                         *CURRENT SURVEY CONTROL
 NE0233  ___________________________________________________________________
 NE0233* NAD 83(1986)-  42 33 40.     (N)    082 38 09.     (W)     SCALED    
 NE0233* NAVD 88     -       177.815  (meters)     583.38   (feet)  ADJUSTED  
 NE0233  ___________________________________________________________________
 NE0233  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE0233  DYNAMIC HT  -         177.765 (meters)     583.22  (feet)  COMP
 NE0233  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NE0233
 NE0233  VERT ORDER  -  FIRST     CLASS 0
 NE0233
 NE0233.The horizontal coordinates were scaled from a topographic map and have
 NE0233.an estimated accuracy of +/- 6 seconds.
 NE0233
 NE0233.The orthometric height was determined by differential leveling
 NE0233.and adjusted by the National Geodetic Survey in June 1991..
 NE0233
 NE0233.The geoid height was determined by GEOID03.
 NE0233
 NE0233.The dynamic height is computed by dividing the NAVD 88
 NE0233.geopotential number by the normal gravity value computed on the
 NE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0233.degrees latitude (g = 980.6199 gals.).
 NE0233
 NE0233.The modeled gravity was interpolated from observed gravity values.
 NE0233
 NE0233;                    North         East    Units  Estimated Accuracy
 NE0233;SPC MI S     -   119,330.    4,142,110.      MT  (+/- 180 meters Scaled)
 NE0233
 NE0233                          SUPERSEDED SURVEY CONTROL
 NE0233
 NE0233  NGVD 29 (??/??/92)  177.952  (m)          583.83   (f) ADJ UNCH    1 0
 NE0233
 NE0233.Superseded values are not recommended for survey control.
 NE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0233.See file dsdata.txt to determine how the superseded data were derived.
 NE0233
 NE0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH657133(NAD 83)
 NE0233_MARKER: Z = SEE DESCRIPTION
 NE0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0233_SP_SET: IRON ROD
 NE0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0233
 NE0233  HISTORY     - Date     Condition        Report By
 NE0233  HISTORY     - 1956     MONUMENTED       USLS
 NE0233  HISTORY     - 1970     GOOD             USLS
 NE0233  HISTORY     - 19960929 GOOD             USPSQD
 NE0233
 NE0233                          STATION DESCRIPTION
 NE0233
 NE0233'DESCRIBED BY US LAKE SURVEY 1970
 NE0233'AT HARSENS ISLAND.
 NE0233'ADAMS IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0233'COUNTY, MICHIGAN, ABOUT 1 MILE UPRIVER FROM U.S. COAST GUARD
 NE0233'STATION, 157 FEET DOWNRIVER FROM DOWNRIVER EDGE OF A SMALL
 NE0233'BRIDGE, 24.8 FEET UPRIVER FROM A TRIANGULAR BLAZE IN A 10-INCH
 NE0233'SILVER POPLAR, 22 FEET WESTERLY OF CENTERLINE OF SOUTH CHANNEL
 NE0233'DRIVE, 22 FEET DOWNRIVER OF CENTERLINE OF DRIVEWAY LEADING TO
 NE0233'PROPERTY AT NO. 8064 SOUTH CHANNEL DRIVE, 1/2-FOOT BELOW THE
 NE0233'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0233'DIAMETER IRON ROD, 10 FEET LONG.  NOTE-- BM 1956
 NE0233
 NE0233                          STATION RECOVERY (1996)
 NE0233
 NE0233'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0281 ***********************************************************************
 QJ0281  DESIGNATION -  ADAMS POINT
 QJ0281  PID         -  QJ0281
 QJ0281  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0281  USGS QUAD   -  ADAMS POINT (1971)
 QJ0281
 QJ0281                         *CURRENT SURVEY CONTROL
 QJ0281  ___________________________________________________________________
 QJ0281* NAD 83(1994)-  45 24 51.79830(N)    083 42 59.69636(W)     ADJUSTED  
 QJ0281* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 QJ0281  ___________________________________________________________________
 QJ0281  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 QJ0281  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QJ0281
 QJ0281  HORZ ORDER  -  SECOND
 QJ0281
 QJ0281.The horizontal coordinates were established by classical geodetic methods
 QJ0281.and adjusted by the National Geodetic Survey in February 1997..
 QJ0281
 QJ0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0281
 QJ0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0281
 QJ0281.The geoid height was determined by GEOID03.
 QJ0281
 QJ0281;                    North         East     Units Scale Factor Converg.
 QJ0281;SPC MI C     -   233,305.735 6,050,883.009   MT  0.99994648   +0 27 33.2
 QJ0281;SPC MI C     -   765,438.76 19,851,978.38   iFT  0.99994648   +0 27 33.2
 QJ0281;UTM  17      - 5,032,575.540   287,441.757   MT  1.00015554   -1 56 07.7
 QJ0281
 QJ0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0281!SPC MI C     -   0.99997781  x   0.99994648  =   0.99992429
 QJ0281!UTM  17      -   0.99997781  x   1.00015554  =   1.00013335
 QJ0281
 QJ0281|---------------------------------------------------------------------|
 QJ0281| PID    Reference Object                     Distance      Geod. Az  |
 QJ0281|                                                           dddmmss.s |
 QJ0281| CH1650 ADAMS POINT RM 1                     21.709 METERS 10356     |
 QJ0281| QJ0284 H 13 MI 79                          258.136 METERS 11823     |
 QJ0281| CH1651 ADAMS POINT RM 2                     62.709 METERS 15758     |
 QJ0281| CH1652 ADAMS POINT RM 3                     22.468 METERS 24644     |
 QJ0281| QJ0305 ROGERS CITY RADIO WLC NE MAST       APPROX. 4.4 KM 2592018.2 |
 QJ0281| QJ0306 CALCITE LIGHT 816                   APPROX. 5.5 KM 2645843.4 |
 QJ0281| QJ0303 ROGERS CITY ST IGNATIUS SPIRE       APPROX. 7.3 KM 2694700.6 |
 QJ0281| QJ0302 ROGERS CITY MUNICIPAL TANK          APPROX. 8.1 KM 2704552.0 |
 QJ0281| QJ0304 CALCITE BREAKWATER LT 813           APPROX. 4.4 KM 2743057.5 |
 QJ0281| QJ0309 FORTY MILE POINT LIGHTHOUSE         APPROX.17.4 KM 2972626.8 |
 QJ0281|---------------------------------------------------------------------|
 QJ0281
 QJ0281                          SUPERSEDED SURVEY CONTROL
 QJ0281
 QJ0281  NAD 83(1986)-  45 24 51.78944(N)    083 42 59.69764(W) AD(       ) 2
 QJ0281  NAD 27      -  45 24 51.73900(N)    083 42 59.72300(W) AD(       ) 2
 QJ0281  NGVD 29 (07/19/86)  178.5    (m)          586.     (f) VERT ANG       
 QJ0281
 QJ0281.Superseded values are not recommended for survey control.
 QJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0281.See file dsdata.txt to determine how the superseded data were derived.
 QJ0281
 QJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8744232576(NAD 83)
 QJ0281_MARKER: Z = SEE DESCRIPTION
 QJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0281_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0281
 QJ0281  HISTORY     - Date     Condition        Report By
 QJ0281  HISTORY     - 1905     MONUMENTED       USLS
 QJ0281  HISTORY     - 1940     SEE DESCRIPTION  USLS
 QJ0281  HISTORY     - 1956     SEE DESCRIPTION  USLS
 QJ0281  HISTORY     - 1979     GOOD             NOS
 QJ0281
 QJ0281                          STATION DESCRIPTION
 QJ0281
 QJ0281'DESCRIBED BY US LAKE SURVEY 1905
 QJ0281'ON ADAMS POINT, EAST OF ROGERS, IN T. 35 N., R. 6 W. (POSEN
 QJ0281'TOWNSHIP), ABOUT 70 FEET
 QJ0281'FROM SHORE, AND JUST INSIDE TREE LINE, 26-1/2 FEET WEST OF 6-INCH
 QJ0281'NORWAY PINE TREE, 30 FEET
 QJ0281'NORTHWEST OF TWO 8-INCH BIRCH TREES, 30 FEET NORTH OF 8-INCH PINE
 QJ0281'TREE, 49 FEET NORTHEAST OF
 QJ0281'10-INCH BIRCH TREE, AND 18 FEET EAST OF A BLAZED 8-INCH
 QJ0281'STUMP.  MARKED BY SPIKE IN CONCRETE MONUMENT,
 QJ0281'MARKED U. S. L. S. 1905,
 QJ0281'PROJECTING 3 INCHES ABOVE SURFACE OF GROUND.
 QJ0281
 QJ0281                          STATION RECOVERY (1940)
 QJ0281
 QJ0281'RECOVERY NOTE BY US LAKE SURVEY 1940
 QJ0281'STATION RECOVERED IN GOOD CONDITION.  LOCATED 10 MI. N OF
 QJ0281'POSEN, 5 MI. E OF
 QJ0281'ROGERS CITY, ON THE MOST N PART OF ADAMS POINT,
 QJ0281'AT THE N EDGE OF THE BRUSH, ON A
 QJ0281'BROKEN ROCK RIDGE.
 QJ0281'
 QJ0281'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN THE TOP OF A
 QJ0281'CONCRETE POST ON A
 QJ0281'HIGH BROKEN RIDGE, BEARS S 72 DEG E, 72.27 FT.
 QJ0281'FROM THE STATION.
 QJ0281'
 QJ0281'REFERENCE MONUMENT 2 IS A BRONZE DISK, SET 12 IN. FROM THE
 QJ0281'EDGE OF A ROCK
 QJ0281'LEDGE IN THE WOODS, BEARS S 18 DEG E, 205.78 FT. FROM
 QJ0281'THE STATION.
 QJ0281'
 QJ0281'REFERENCE MONUMENT 3 IS A BRONZE DISK, SET IN A CONCRETE POST
 QJ0281'ON A HIGH BROKEN
 QJ0281'ROCK RIDGE, BEARS S 71 DEG W, 73.79 FT. FROM THE
 QJ0281'STATION.
 QJ0281'
 QJ0281'TO REACH FROM THE VIADUCT AT THE MICHIGAN LIMESTONE AND
 QJ0281'CHEMICAL COMPANY
 QJ0281'PLANT IN CALCITE (1-1/2 MI. SE OF ROGERS CITY),
 QJ0281'AT 0.0 MI. GO E ON A GRAVEL ROAD,
 QJ0281'AT 1.0 MI. TURN S ACROSS FOUR
 QJ0281'RAILROAD TRACKS AND CONTINUE E ON A TRAIL TO LITTLE
 QJ0281'TROUT LAKE,
 QJ0281'AT 1.6 MI PASS THROUGH A GATE, AT 1.9 MI. TAKE THE LEFT FORK, AT
 QJ0281'2.3 MI. CROSS THE
 QJ0281'RAILROAD, AT 2.7 MI. TAKE THE RIGHT FORK, AT
 QJ0281'2.9 MI. TAKE THE LEFT FORK, AT 3.4
 QJ0281'MI. CROSS A WOODEN BRIDGE, AT
 QJ0281'5.1 MI. TURN LEFT, AT 5.6 MI. TURN LEFT ON AN
 QJ0281'ABANDONED TRAIL
 QJ0281'ALONG THE SHORE, AT 7.0 MI. STOP 150 FT. S OF THE STATION.
 QJ0281'
 QJ0281'STATION MARK IS A CROSS ON A BRONZE DISK, SET IN THE TOP OF
 QJ0281'A 10- BY 12-IN.
 QJ0281'CONCRETE MONUMENT ABOUT 2 IN. ABOVE GROUND.
 QJ0281
 QJ0281                          STATION RECOVERY (1956)
 QJ0281
 QJ0281'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0281'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QJ0281'THE DISTANCE TO R.M. 1 WAS
 QJ0281'FOUND TO BE 1.05 FOOT SHORTER THAN THE ORIGINAL MEASURMENT AND THE
 QJ0281'DISTANCE TO R.M. 2 WAS 0.05 FOOT
 QJ0281'SHORTER.  NO RECORDS COULD BE FOUND REGARDING R.M. 3 IN
 QJ0281'ALL PREVIOUS DESCRIPTIONS.
 QJ0281'
 QJ0281'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QJ0281'
 QJ0281'THE STATION IS ABOUT 4 MILES EAST OF ROGERS CITY, NEAR THE SOUTH
 QJ0281'SHORE OF LAKE HURON ON A
 QJ0281'BROKEN ROCK RIDGE AT THE MOST NORTHERN PART OF ADAMS POINT ON
 QJ0281'PROPERTY OWNED BY THE MICHIGAN
 QJ0281'LIMESTONE DIVISION U. S. STEEL.  IT IS IN THE NORTH EDGE OF A WOODED
 QJ0281'THICKET, 146 FEET NORTHEAST OF THE
 QJ0281'NORTHEAST EDGE OF A HIGH PROMINENT BANK, 84 FEET
 QJ0281'SOUTH OF THE LAKE HURON HIGH WATER LINE AND 8 FEET
 QJ0281'NORTH OF A WHITE WITNESS POST.  THE MARK IS A 10 INCH
 QJ0281'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES WITH A STANDARD U S LAKE
 QJ0281'SURVEY DISK IN THE TOP STAMPED ADAMS PT 1905 S.
 QJ0281'
 QJ0281'REFERENCE MARK 1 IS ON THE TOP OF A LOW ROCKY RIDGE 66 FEET EAST OF A
 QJ0281'WHITE WITNESS POST.  THE MARK IS
 QJ0281'A 6 INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES WITH A
 QJ0281'STANDARD U.S. LAKE SURVEY DISK IN THE
 QJ0281'TOP STAMPED NO 1 ADAMS PT 1905 1940 S.
 QJ0281'
 QJ0281'REFERENCE MARK 2 IS A STANDARD U.S. LAKE SURVEY DISK SET IN A DRILL
 QJ0281'HOLE ON THE TOP OF
 QJ0281'OUTCROPPING BEDROCK LEDGE AND IS 8 FEET SOUTHWEST OF A 4 INCH BIRCH
 QJ0281'TREE.  THE DISK IS STAMPED NO 2
 QJ0281'ADAMS PT 1905 1940 S.
 QJ0281'
 QJ0281'REFERENCE MARK 3 IS 75 FEET SOUTHWEST OF THE WHITE WITNESS POST, 72
 QJ0281'FEET NORTH- EAST OF THE
 QJ0281'NORTHEAST EDGE OF THE HIGH PROMINENT BANK AND 77 FEET SOUTH OF THE
 QJ0281'LAKE HIGH WATER LINE.  THE MARK
 QJ0281'IS A 6 INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES WITH
 QJ0281'A STANDARD U.S. LAKE SURVEY DISK IN THE TOP
 QJ0281'STAMPED NO 3 ADAMS PT 1905 1940.
 QJ0281'
 QJ0281'TO REACH THE STATION FROM THE POST OFFICE IN ROGERS CITY, GO
 QJ0281'SOUTHEAST ON 3 RD.  STREET
 QJ0281'(U.S. HIGHWAY 23 BUSINESS ROUTE) FOR 0.55 MILE TO ST. CLAIR AVENUE.
 QJ0281'TURN LEFT AND GO NORTH ON ST.
 QJ0281'CLAIR AVENUE FOR 0.3 MILE TO CALCITE ROAD.  TURN RIGHT AND GO EAST
 QJ0281'ON CALCITE ROAD FOR 0.7 MILE TO THE
 QJ0281'LIMESTONE PLANT GUARDHOUSE.  CONTINUE EAST ON PAVED
 QJ0281'ROAD THROUGH UNDERPASS FOR 0.1 MILE TO A
 QJ0281'Y-INTERSECTION.  CONTINUE STRAIGHT AHEAD AND
 QJ0281'GO EAST FOR 0.75 MILE TO A FORK.  TAKE LEFT FORK FORK 2.2
 QJ0281'MILES TO A CROSSROAD JUST AFTER
 QJ0281'CROSSING A SMALL BRIDGE.  TURN LEFT AND FOLLOW WINDING ROAD NORTH AND
 QJ0281'EAST FOR 0.65 MILE TO A SIDE
 QJ0281'ROAD LEFT.  TURN LEFT CROSSING RAILROAD TRACKS AND GO NORTHEAST FOR
 QJ0281'0.4 MILE TO A Y-INTERSECTION AT A
 QJ0281'RAILROAD CROSSING.  TAKE LEFT FORK CROSSING TRACKS FOR
 QJ0281'0.05 MILE TO A T-ROAD.  TURN LEFT AND GO
 QJ0281'NORTHWEST FOR 0.05 MILE TO A DIM TRACK ROAD
 QJ0281'RIGHT AND THE MORE PROMINENT ROAD TURNS LEFT.  TURN RIGHT
 QJ0281'AND GO EAST ALONG THE LAKE FOR
 QJ0281'0.3 MILE TO THE SOUTH END OF THE WOODED THICKET AND A DIM TRACK ROAD.
 QJ0281'TURN LEFT AND FOLLOW DIM ROAD
 QJ0281'FOR 0.05 MILE TO THE STATION.
 QJ0281'
 QJ0281'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0281
 QJ0281                          STATION RECOVERY (1979)
 QJ0281
 QJ0281'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0281'THE STATION WAS RECOVERED AS DES.BY J.A.NELSON,1956
 QJ0281'THE FOLLOWING EXCEPTION,9.2 FEET NORTH OF A WHITE POST.
 QJ0281'
 QJ0281'HEIGHT OF LIGHT ABOVE STATION WAS 1.52 METERS.
 QJ0281'
 QJ0281'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8698 ***********************************************************************
 DH8698  SACS        -  This is a Secondary Airport Control Station.
 DH8698  DESIGNATION -  ADG A
 DH8698  PID         -  DH8698
 DH8698  STATE/COUNTY-  MI/LENAWEE
 DH8698  USGS QUAD   -  JASPER (1962)
 DH8698
 DH8698                         *CURRENT SURVEY CONTROL
 DH8698  ___________________________________________________________________
 DH8698* NAD 83(1994)-  41 52 22.71656(N)    084 04 41.05154(W)     ADJUSTED  
 DH8698* NAVD 88     -       244.17   (meters)     801.1    (feet)  GPS OBS   
 DH8698  ___________________________________________________________________
 DH8698  X           -     490,752.236 (meters)                     COMP
 DH8698  Y           -  -4,731,199.858 (meters)                     COMP
 DH8698  Z           -   4,235,248.325 (meters)                     COMP
 DH8698  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 DH8698  ELLIP HEIGHT-         209.40  (meters)          (03/07/06) GPS OBS
 DH8698  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 DH8698
 DH8698  HORZ ORDER  -  FIRST
 DH8698  ELLP ORDER  -  FOURTH    CLASS I
 DH8698
 DH8698.This mark is at Lenawee County Airport (ADG)
 DH8698
 DH8698.The horizontal coordinates were established by GPS observations
 DH8698.and adjusted by the WOOLPERT CONSULTANTS in March 2006..
 DH8698
 DH8698.The orthometric height was determined by GPS observations and a
 DH8698.high-resolution geoid model.
 DH8698
 DH8698.GPS derived orthometric heights for airport stations designated as
 DH8698.PACS or SACS are published to 2 decimal places.  This maintains
 DH8698.centimeter relative accuracy between the PACS and SACS.  It does
 DH8698.not indicate centimeter accuracy relative to other marks which are
 DH8698.part of the NAVD 88 network.
 DH8698
 DH8698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8698
 DH8698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8698
 DH8698.The ellipsoidal height was determined by GPS observations
 DH8698.and is referenced to NAD 83.
 DH8698
 DH8698.The geoid height was determined by GEOID03.
 DH8698
 DH8698;                    North         East     Units Scale Factor Converg.
 DH8698;SPC MI S     -    41,471.742 4,023,959.383   MT  1.00006147   +0 11 47.0
 DH8698;SPC MI S     -   136,062.15 13,201,966.48   iFT  1.00006147   +0 11 47.0
 DH8698;UTM  16      - 4,639,802.016   742,479.591   MT  1.00032357   +1 57 04.6
 DH8698;UTM  17      - 4,640,255.333   244,561.641   MT  1.00040298   -2 03 20.4
 DH8698
 DH8698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8698!SPC MI S     -   0.99996716  x   1.00006147  =   1.00002863
 DH8698!UTM  16      -   0.99996716  x   1.00032357  =   1.00029072
 DH8698!UTM  17      -   0.99996716  x   1.00040298  =   1.00037012
 DH8698
 DH8698                          SUPERSEDED SURVEY CONTROL
 DH8698
 DH8698.No superseded survey control is available for this station.
 DH8698
 DH8698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4248039802(NAD 83)
 DH8698_MARKER: DD = SURVEY DISK
 DH8698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8698_STAMPING: ADG A 2005
 DH8698_MARK LOGO: WOOLPT
 DH8698_PROJECTION: RECESSED 5 CENTIMETERS
 DH8698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH8698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8698+STABILITY: SURFACE MOTION
 DH8698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8698+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 DH8698
 DH8698  HISTORY     - Date     Condition        Report By
 DH8698  HISTORY     - 20050719 MONUMENTED       WOOLPT
 DH8698
 DH8698                          STATION DESCRIPTION
 DH8698
 DH8698'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH8698'THE STATION IS LOCATED ABOUT 2.7 MI SOUTHWEST OF ADRIAN, AT THE
 DH8698'LENAWEE COUNTY AIRPORT.  PLEASE CONTACT THE AIRPORT AT LEAST 24 HOURS
 DH8698'IN ADVANCE TO ACCESS THIS STATION. TO REACH THE STATION FROM THE
 DH8698'JUNCTION OF SOUTH HIGHWAY 223 AND STAT HIGHWAY 52 IN  SOUTH ADRIAN, GO
 DH8698'NORTHWEST FOR 0.2 MI TO TO AIRPORT ENTRANCE ON THE LEFT. TURN LEFT
 DH8698'AND PROCEED SOUTH ACROSS THE PARKING LOT TO A GATE. PROCEED SOUTH
 DH8698'THROUGH THE GATE.  TURN RIGHT AND PROCED WEST ALONG TAXIWAY B TO THE
 DH8698'STATION ON THE LEFT, BETWEEN THE  TAXIWAY AND THE TURF RUNWAY 11-29.
 DH8698'THE STATION IS A WOOLPERT AIRPORT GEODETIC CONTROL DISK STAMPED --ADG
 DH8698'A 2005-- SET IN THE  TOP OF A 1.0 FT DIAMETER CONCRETE MONUMENT, 4.2
 DH8698'FT IN DEPTH. THE STATION IS 111.3 FT  NORTHEAST OF A YELLOW PYLON AT
 DH8698'THE END OF TURF RUNWAY 11, 134.6 FT SOUTHWEST OF A  TAXIWAY REFLECTOR,
 DH8698'66.0 FT SOUTHEAST OF A TAXIWAY REFLECTOR, AND 53.5 FT SOUTH OF THE
 DH8698'SOUTH EDGE OF THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0067 ***********************************************************************
 MD0067  DESIGNATION -  ADRIAN 1
 MD0067  PID         -  MD0067
 MD0067  STATE/COUNTY-  MI/LENAWEE
 MD0067  USGS QUAD   -  ADRIAN (1979)
 MD0067
 MD0067                         *CURRENT SURVEY CONTROL
 MD0067  ___________________________________________________________________
 MD0067* NAD 83(1986)-  41 53 53.     (N)    084 02 04.     (W)     SCALED    
 MD0067* NAVD 88     -       239.357  (meters)     785.29   (feet)  ADJUSTED  
 MD0067  ___________________________________________________________________
 MD0067  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 MD0067  DYNAMIC HT  -         239.265 (meters)     784.99  (feet)  COMP
 MD0067  MODELED GRAV-     980,233.0   (mgal)                       NAVD 88
 MD0067
 MD0067  VERT ORDER  -  SECOND    CLASS 0
 MD0067
 MD0067.The horizontal coordinates were scaled from a topographic map and have
 MD0067.an estimated accuracy of +/- 6 seconds.
 MD0067
 MD0067.The orthometric height was determined by differential leveling
 MD0067.and adjusted by the National Geodetic Survey in June 1991..
 MD0067
 MD0067.The geoid height was determined by GEOID03.
 MD0067
 MD0067.The dynamic height is computed by dividing the NAVD 88
 MD0067.geopotential number by the normal gravity value computed on the
 MD0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0067.degrees latitude (g = 980.6199 gals.).
 MD0067
 MD0067.The modeled gravity was interpolated from observed gravity values.
 MD0067
 MD0067;                    North         East    Units  Estimated Accuracy
 MD0067;SPC MI S     -    44,270.    4,027,570.      MT  (+/- 180 meters Scaled)
 MD0067
 MD0067                          SUPERSEDED SURVEY CONTROL
 MD0067
 MD0067  NGVD 29 (??/??/92)  239.495  (m)          785.74   (f) ADJ UNCH    2 0
 MD0067
 MD0067.Superseded values are not recommended for survey control.
 MD0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0067.See file dsdata.txt to determine how the superseded data were derived.
 MD0067
 MD0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM460427(NAD 83)
 MD0067_MARKER: DB = BENCH MARK DISK
 MD0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0067_SP_SET: WATER TABLE
 MD0067_STAMPING: ADRIAN 1 1934
 MD0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MD0067+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2003
 MD0067
 MD0067  HISTORY     - Date     Condition        Report By
 MD0067  HISTORY     - 1934     MONUMENTED       CGS
 MD0067  HISTORY     - 1934     GOOD             NGS
 MD0067  HISTORY     - 20030604 GOOD             WILCOX
 MD0067
 MD0067                          STATION DESCRIPTION
 MD0067
 MD0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0067'AT ADRIAN.
 MD0067'AT ADRIAN, LENAWEE COUNTY, AT THE NEW MASONIC TEMPLE, IN THE
 MD0067'EAST FACE OF THE CONCRETE WATER TABLE, 2.8 FEET SOUTH OF THE
 MD0067'NORTHEAST CORNER OF THE BUILDING, AND ABOUT 4.5 FEET ABOVE
 MD0067'GROUND.  A STANDARD DISK, STAMPED ADRIAN 1 1934 AND SET
 MD0067'VERTICALLY.
 MD0067
 MD0067                          STATION RECOVERY (2003)
 MD0067
 MD0067'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (TT)
 MD0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0066 ***********************************************************************
 MD0066  DESIGNATION -  ADRIAN 2
 MD0066  PID         -  MD0066
 MD0066  STATE/COUNTY-  MI/LENAWEE
 MD0066  USGS QUAD   -  ADRIAN (1979)
 MD0066
 MD0066                         *CURRENT SURVEY CONTROL
 MD0066  ___________________________________________________________________
 MD0066* NAD 83(1986)-  41 53 28.     (N)    084 02 55.     (W)     SCALED    
 MD0066* NAVD 88     -       232.095  (meters)     761.47   (feet)  ADJUSTED  
 MD0066  ___________________________________________________________________
 MD0066  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 MD0066  DYNAMIC HT  -         232.006 (meters)     761.17  (feet)  COMP
 MD0066  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MD0066
 MD0066  VERT ORDER  -  SECOND    CLASS 0
 MD0066
 MD0066.The horizontal coordinates were scaled from a topographic map and have
 MD0066.an estimated accuracy of +/- 6 seconds.
 MD0066
 MD0066.The orthometric height was determined by differential leveling
 MD0066.and adjusted by the National Geodetic Survey in June 1991..
 MD0066
 MD0066.The geoid height was determined by GEOID03.
 MD0066
 MD0066.The dynamic height is computed by dividing the NAVD 88
 MD0066.geopotential number by the normal gravity value computed on the
 MD0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0066.degrees latitude (g = 980.6199 gals.).
 MD0066
 MD0066.The modeled gravity was interpolated from observed gravity values.
 MD0066
 MD0066;                    North         East    Units  Estimated Accuracy
 MD0066;SPC MI S     -    43,500.    4,026,400.      MT  (+/- 180 meters Scaled)
 MD0066
 MD0066                          SUPERSEDED SURVEY CONTROL
 MD0066
 MD0066  NGVD 29 (??/??/92)  232.233  (m)          761.92   (f) ADJ UNCH    2 0
 MD0066
 MD0066.Superseded values are not recommended for survey control.
 MD0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0066.See file dsdata.txt to determine how the superseded data were derived.
 MD0066
 MD0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM448418(NAD 83)
 MD0066_MARKER: DB = BENCH MARK DISK
 MD0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0066_STAMPING: ADRIAN 2 1934
 MD0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0066+STABILITY: SURFACE MOTION
 MD0066
 MD0066  HISTORY     - Date     Condition        Report By
 MD0066  HISTORY     - 1934     MONUMENTED       CGS
 MD0066
 MD0066                          STATION DESCRIPTION
 MD0066
 MD0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0066'AT ADRIAN.
 MD0066'AT ADRIAN, LENAWEE COUNTY, ON MC KENZIE STREET, ABOUT 650 FEET
 MD0066'NORTH OF THE GRADE CROSSING OF THE NEW YORK CENTRAL RAILROAD, 81
 MD0066'FEET NORTH OF THE WEST EXIT OF RIVERSIDE PARK, AND 33 FEET EAST
 MD0066'OF MC KENZIE STREET.  A STANDARD DISK, STAMPED ADRIAN 2 1934 AND
 MD0066'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0069 ***********************************************************************
 MD0069  DESIGNATION -  ADRIAN 3
 MD0069  PID         -  MD0069
 MD0069  STATE/COUNTY-  MI/LENAWEE
 MD0069  USGS QUAD   -  ADRIAN (1979)
 MD0069
 MD0069                         *CURRENT SURVEY CONTROL
 MD0069  ___________________________________________________________________
 MD0069* NAD 83(1986)-  41 53 58.     (N)    084 00 53.     (W)     SCALED    
 MD0069* NAVD 88     -       245.916  (meters)     806.81   (feet)  ADJUSTED  
 MD0069  ___________________________________________________________________
 MD0069  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 MD0069  DYNAMIC HT  -         245.821 (meters)     806.50  (feet)  COMP
 MD0069  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 MD0069
 MD0069  VERT ORDER  -  SECOND    CLASS 0
 MD0069
 MD0069.The horizontal coordinates were scaled from a topographic map and have
 MD0069.an estimated accuracy of +/- 6 seconds.
 MD0069
 MD0069.The orthometric height was determined by differential leveling
 MD0069.and adjusted by the National Geodetic Survey in June 1991..
 MD0069
 MD0069.The geoid height was determined by GEOID03.
 MD0069
 MD0069.The dynamic height is computed by dividing the NAVD 88
 MD0069.geopotential number by the normal gravity value computed on the
 MD0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0069.degrees latitude (g = 980.6199 gals.).
 MD0069
 MD0069.The modeled gravity was interpolated from observed gravity values.
 MD0069
 MD0069;                    North         East    Units  Estimated Accuracy
 MD0069;SPC MI S     -    44,430.    4,029,210.      MT  (+/- 180 meters Scaled)
 MD0069
 MD0069                          SUPERSEDED SURVEY CONTROL
 MD0069
 MD0069  NGVD 29 (??/??/92)  246.053  (m)          807.26   (f) ADJ UNCH    2 0
 MD0069
 MD0069.Superseded values are not recommended for survey control.
 MD0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0069.See file dsdata.txt to determine how the superseded data were derived.
 MD0069
 MD0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM476429(NAD 83)
 MD0069_MARKER: DB = BENCH MARK DISK
 MD0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0069_STAMPING: ADRIAN 3 1934
 MD0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0069+STABILITY: SURFACE MOTION
 MD0069
 MD0069  HISTORY     - Date     Condition        Report By
 MD0069  HISTORY     - 1934     MONUMENTED       CGS
 MD0069
 MD0069                          STATION DESCRIPTION
 MD0069
 MD0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0069'AT ADRIAN.
 MD0069'AT ADRIAN, LENAWEE COUNTY, AT THE CENTER OF THE EAST END OF THE
 MD0069'COUNTY FAIR GROUNDS, 67 FEET EAST OF THE CENTERLINE OF THE RACE
 MD0069'TRACK, 52.5 FT. S AND 18.1 FT W OF NW COR. OF STABLES, 31 FT
 MD0069'E OF RD.  A STANDARD DISK, STAMPED ADRIAN 3 1934 AND SET IN THE
 MD0069'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7678 ***********************************************************************
 AJ7678  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7678  DESIGNATION -  ADRIAN CORS ARP
 AJ7678  CORS_ID     -  ADRI
 AJ7678  PID         -  AJ7678
 AJ7678  STATE/COUNTY-  MI/LENAWEE
 AJ7678  USGS QUAD   -  ADRIAN (1979)
 AJ7678
 AJ7678                         *CURRENT SURVEY CONTROL
 AJ7678  ___________________________________________________________________
 AJ7678* NAD 83(CORS)-  41 55 08.33225(N)    084 01 27.38233(W)     ADJUSTED  
 AJ7678* NAVD 88     -                                                        
 AJ7678  ___________________________________________________________________
 AJ7678  EPOCH DATE  -        2002.00
 AJ7678  X           -     494,838.884 (meters)                     COMP
 AJ7678  Y           -  -4,727,341.525 (meters)                     COMP
 AJ7678  Z           -   4,239,050.414 (meters)                     COMP
 AJ7678  ELLIP HEIGHT-         207.11  (meters)          (03/??/02) GPS OBS
 AJ7678  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 AJ7678
 AJ7678  HORZ ORDER  -  SPECIAL (CORS)
 AJ7678  ELLP ORDER  -  SPECIAL (CORS)
 AJ7678
 AJ7678.ITRF positions are available for this station.
 AJ7678.The coordinates were established by GPS observations
 AJ7678.and adjusted by the National Geodetic Survey in March 2002..
 AJ7678.The coordinates are valid at the epoch date displayed above.
 AJ7678.The epoch date for horizontal control is a decimal equivalence
 AJ7678.of Year/Month/Day.
 AJ7678
 AJ7678
 AJ7678.The PID for the CORS L1 Phase Center is DG4064.
 AJ7678
 AJ7678.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7678
 AJ7678.The ellipsoidal height was determined by GPS observations
 AJ7678.and is referenced to NAD 83.
 AJ7678
 AJ7678.The geoid height was determined by GEOID03.
 AJ7678
 AJ7678;                    North         East     Units Scale Factor Converg.
 AJ7678;SPC MI S     -    46,598.477 4,028,404.821   MT  1.00004777   +0 13 58.8
 AJ7678;SPC MI S     -   152,882.14 13,216,551.25   iFT  1.00004777   +0 13 58.8
 AJ7678
 AJ7678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7678!SPC MI S     -   0.99996752  x   1.00004777  =   1.00001529
 AJ7678
 AJ7678                          SUPERSEDED SURVEY CONTROL
 AJ7678
 AJ7678  NAD 83(CORS)-  41 55 08.33225(N)    084 01 27.38234(W) AD(1997.00) c
 AJ7678  ELLIP H (01/??/02)  207.11   (m)                       GP(1997.00) c c
 AJ7678
 AJ7678.Superseded values are not recommended for survey control.
 AJ7678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7678.See file dsdata.txt to determine how the superseded data were derived.
 AJ7678
 AJ7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4676745064(NAD 83)
 AJ7678_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ7678
 AJ7678                          STATION DESCRIPTION
 AJ7678
 AJ7678'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ7678'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7678'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7678'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7678'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7678'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4064 ***********************************************************************
 DG4064  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4064  DESIGNATION -  ADRIAN CORS L1 PHASE CENTER
 DG4064  CORS_ID     -  ADRI
 DG4064  PID         -  DG4064
 DG4064  STATE/COUNTY-  MI/LENAWEE
 DG4064  USGS QUAD   -  ADRIAN (1979)
 DG4064
 DG4064                         *CURRENT SURVEY CONTROL
 DG4064  ___________________________________________________________________
 DG4064* NAD 83(CORS)-  41 55 08.33233(N)    084 01 27.38227(W)     ADJUSTED  
 DG4064* NAVD 88     -                                                        
 DG4064  ___________________________________________________________________
 DG4064  EPOCH DATE  -        2002.00
 DG4064  X           -     494,838.893 (meters)                     COMP
 DG4064  Y           -  -4,727,341.597 (meters)                     COMP
 DG4064  Z           -   4,239,050.483 (meters)                     COMP
 DG4064  ELLIP HEIGHT-         207.21  (meters)          (03/??/02) GPS OBS
 DG4064  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 DG4064
 DG4064  HORZ ORDER  -  SPECIAL (CORS)
 DG4064  ELLP ORDER  -  SPECIAL (CORS)
 DG4064
 DG4064.ITRF positions are available for this station.
 DG4064.The coordinates were established by GPS observations
 DG4064.and adjusted by the National Geodetic Survey in March 2002..
 DG4064.The coordinates are valid at the epoch date displayed above.
 DG4064.The epoch date for horizontal control is a decimal equivalence
 DG4064.of Year/Month/Day.
 DG4064
 DG4064
 DG4064.The PID for the CORS ARP is AJ7678.
 DG4064
 DG4064.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4064
 DG4064.The ellipsoidal height was determined by GPS observations
 DG4064.and is referenced to NAD 83.
 DG4064
 DG4064.The geoid height was determined by GEOID03.
 DG4064
 DG4064;                    North         East     Units Scale Factor Converg.
 DG4064;SPC MI S     -    46,598.480 4,028,404.822   MT  1.00004777   +0 13 58.8
 DG4064;SPC MI S     -   152,882.15 13,216,551.25   iFT  1.00004777   +0 13 58.8
 DG4064
 DG4064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4064!SPC MI S     -   0.99996750  x   1.00004777  =   1.00001527
 DG4064
 DG4064                          SUPERSEDED SURVEY CONTROL
 DG4064
 DG4064  NAD 83(CORS)-  41 55 08.33233(N)    084 01 27.38228(W) AD(1997.00) c
 DG4064  ELLIP H (01/??/02)  207.21   (m)                       GP(1997.00) c c
 DG4064
 DG4064.Superseded values are not recommended for survey control.
 DG4064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4064.See file dsdata.txt to determine how the superseded data were derived.
 DG4064
 DG4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4676745064(NAD 83)
 DG4064_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4064
 DG4064                          STATION DESCRIPTION
 DG4064
 DG4064'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4064'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4064'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4064'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4064'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4064'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1737 ***********************************************************************
 MD1737  DESIGNATION -  ADRIAN MUNICIPAL TANK
 MD1737  PID         -  MD1737
 MD1737  STATE/COUNTY-  MI/LENAWEE
 MD1737  USGS QUAD   -  ADRIAN (1979)
 MD1737
 MD1737                         *CURRENT SURVEY CONTROL
 MD1737  ___________________________________________________________________
 MD1737* NAD 83(1994)-  41 54 04.36849(N)    084 01 08.89077(W)     ADJUSTED  
 MD1737* NAVD 88     -                                                        
 MD1737  ___________________________________________________________________
 MD1737  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 MD1737  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 MD1737
 MD1737  HORZ ORDER  -  THIRD
 MD1737
 MD1737.The horizontal coordinates were established by classical geodetic methods
 MD1737.and adjusted by the National Geodetic Survey in February 1997..
 MD1737
 MD1737
 MD1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1737
 MD1737.The geoid height was determined by GEOID03.
 MD1737
 MD1737;                    North         East     Units Scale Factor Converg.
 MD1737;SPC MI S     -    44,626.654 4,028,839.090   MT  1.00005298   +0 14 11.4
 MD1737;SPC MI S     -   146,412.91 13,217,976.02   iFT  1.00005298   +0 14 11.4
 MD1737;UTM  16      - 4,643,105.825   747,261.725   MT  1.00035239   +1 59 30.4
 MD1737;UTM  17      - 4,643,216.953   249,563.251   MT  1.00037184   -2 01 02.5
 MD1737
 MD1737                          SUPERSEDED SURVEY CONTROL
 MD1737
 MD1737  NAD 83(1986)-  41 54 04.37554(N)    084 01 08.90915(W) AD(       ) 4
 MD1737  NAD 27      -  41 54 04.20600(N)    084 01 09.11300(W) AD(       ) 3
 MD1737
 MD1737.Superseded values are not recommended for survey control.
 MD1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1737.See file dsdata.txt to determine how the superseded data were derived.
 MD1737
 MD1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4726243106(NAD 83)
 MD1737
 MD1737  HISTORY     - Date     Condition        Report By
 MD1737  HISTORY     - 1943     MONUMENTED       CGS
 MD1737
 MD1737                          STATION DESCRIPTION
 MD1737
 MD1737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1737'STATION IS LOCATED ON THE NE CORNER OF BRISTOL AND
 MD1737'ADDISON STREETS IN
 MD1737'THE CITY OF ADRIAN.  IT IS A LARGE ROUND-TOP
 MD1737'WATER TANK SUPPORTED BY 10 STEEL
 MD1737'LEGS.  THE TANK IS ABOUT 125 FEET
 MD1737'HIGH AND HAS A CAPACITY OF 300,00 GALLONS OF WATER.
 MD1737'THE POINT
 MD1737'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 MD1737'
 MD1737'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1736 ***********************************************************************
 MD1736  DESIGNATION -  ADRIAN STUBNITZ GRN SPRING TK
 MD1736  PID         -  MD1736
 MD1736  STATE/COUNTY-  MI/LENAWEE
 MD1736  USGS QUAD   -  ADRIAN (1979)
 MD1736
 MD1736                         *CURRENT SURVEY CONTROL
 MD1736  ___________________________________________________________________
 MD1736* NAD 83(1994)-  41 53 31.76764(N)    084 01 50.02991(W)     ADJUSTED  
 MD1736* NAVD 88     -                                                        
 MD1736  ___________________________________________________________________
 MD1736  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 MD1736  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 MD1736
 MD1736  HORZ ORDER  -  THIRD
 MD1736
 MD1736.The horizontal coordinates were established by classical geodetic methods
 MD1736.and adjusted by the National Geodetic Survey in February 1997..
 MD1736
 MD1736
 MD1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1736
 MD1736.The geoid height was determined by GEOID03.
 MD1736
 MD1736;                    North         East     Units Scale Factor Converg.
 MD1736;SPC MI S     -    43,616.919 4,027,894.820   MT  1.00005568   +0 13 43.4
 MD1736;SPC MI S     -   143,100.13 13,214,878.02   iFT  1.00005568   +0 13 43.4
 MD1736;UTM  16      - 4,642,067.336   746,348.555   MT  1.00034684   +1 59 01.6
 MD1736;UTM  17      - 4,642,244.819   248,579.691   MT  1.00037791   -2 01 28.8
 MD1736
 MD1736                          SUPERSEDED SURVEY CONTROL
 MD1736
 MD1736  NAD 83(1986)-  41 53 31.77466(N)    084 01 50.04804(W) AD(       ) 4
 MD1736  NAD 27      -  41 53 31.60500(N)    084 01 50.25000(W) AD(       ) 3
 MD1736
 MD1736.Superseded values are not recommended for survey control.
 MD1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1736.See file dsdata.txt to determine how the superseded data were derived.
 MD1736
 MD1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4634942067(NAD 83)
 MD1736
 MD1736  HISTORY     - Date     Condition        Report By
 MD1736  HISTORY     - 1943     MONUMENTED       CGS
 MD1736
 MD1736                          STATION DESCRIPTION
 MD1736
 MD1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1736'STATION IS LOCATED ON THE S SIDE OF
 MD1736'LOGAN STREET
 MD1736'BETWEEN DIVISION AND CENTER STREETS IN THE CITY OF
 MD1736'ADRIAN.  IT IS A 4-LEGGED
 MD1736'SILVER STEEL WATER TANK ABOUT 110 FEET
 MD1736'HIGH.  THE POINT OBSERVED ON WAS THE SMALL
 MD1736'BALL ON TOP OF THE
 MD1736'TANK.
 MD1736'
 MD1736'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0951 ***********************************************************************
 RJ0951  DESIGNATION -  ADVANCE IBC 1944
 RJ0951  PID         -  RJ0951
 RJ0951  STATE/COUNTY-  MI/CHIPPEWA
 RJ0951  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0951
 RJ0951                         *CURRENT SURVEY CONTROL
 RJ0951  ___________________________________________________________________
 RJ0951* NAD 83(1994)-  46 22 41.32910(N)    084 08 37.42040(W)     ADJUSTED  
 RJ0951* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0951  ___________________________________________________________________
 RJ0951  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 RJ0951  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0951
 RJ0951  HORZ ORDER  -  THIRD
 RJ0951
 RJ0951.The horizontal coordinates were established by classical geodetic methods
 RJ0951.and adjusted by the National Geodetic Survey in February 1997..
 RJ0951
 RJ0951.The orthometric height was scaled from a topographic map.
 RJ0951
 RJ0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0951
 RJ0951.The geoid height was determined by GEOID03.
 RJ0951
 RJ0951;                    North         East     Units Scale Factor Converg.
 RJ0951;SPC MI N     -   181,212.391 8,219,675.559   MT  0.99990414   +2 03 52.1
 RJ0951;SPC MI N     -   594,528.84 26,967,439.50   iFT  0.99990414   +2 03 52.1
 RJ0951;SPC MI C     -   340,253.259 6,017,155.439   MT  1.00022794   +0 09 26.9
 RJ0951;SPC MI C     - 1,116,316.47 19,741,323.62   iFT  1.00022794   +0 09 26.9
 RJ0951;UTM  16      - 5,140,028.604   719,651.996   MT  1.00019310   +2 04 06.6
 RJ0951
 RJ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0951!SPC MI N     -   0.99997815  x   0.99990414  =   0.99988230
 RJ0951!SPC MI C     -   0.99997815  x   1.00022794  =   1.00020609
 RJ0951!UTM  16      -   0.99997815  x   1.00019310  =   1.00017125
 RJ0951
 RJ0951|---------------------------------------------------------------------|
 RJ0951| PID    Reference Object                     Distance      Geod. Az  |
 RJ0951|                                                           dddmmss.s |
 RJ0951| RJ0952 TS 39 USLS 1879                      11.143 METERS 26833     |
 RJ0951| RJ0953 ROCK IBC 1944                       APPROX. 0.9 KM 3522116.1 |
 RJ0951|---------------------------------------------------------------------|
 RJ0951
 RJ0951                          SUPERSEDED SURVEY CONTROL
 RJ0951
 RJ0951  NAD 83(1986)-  46 22 41.31927(N)    084 08 37.42961(W) AD(       ) 3
 RJ0951  NAD 27      -  46 22 41.24500(N)    084 08 37.32200(W) AD(       ) 3
 RJ0951
 RJ0951.Superseded values are not recommended for survey control.
 RJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0951.See file dsdata.txt to determine how the superseded data were derived.
 RJ0951
 RJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1965240029(NAD 83)
 RJ0951_MARKER: H = DRILL HOLE
 RJ0951_SETTING: 80 = SET IN A BOULDER
 RJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0951+STABILITY: SURFACE MOTION
 RJ0951
 RJ0951  HISTORY     - Date     Condition        Report By
 RJ0951  HISTORY     - 1944     MONUMENTED       IBC
 RJ0951
 RJ0951                          STATION DESCRIPTION
 RJ0951
 RJ0951'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0951'ON ADVANCE ISLAND IN THE LOWER END OF LAKE GEORGE, 1/2 MILE OFF
 RJ0951'THE SHORE OF SUGAR ISLAND, AND 1/2 MILE N OF DUCK ISLAND.  IT IS
 RJ0951'6 FEET FROM THE WATER ON THE E POINT OF THE ISLAND, AT EDGE OF
 RJ0951'GRASS IN 1958.
 RJ0951'
 RJ0951'STATION MARK IS A 1-INCH DRILL HOLE IN A ROCK 2 BY 2 FEET BY 3
 RJ0951'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0708 ***********************************************************************
 OK0708  DESIGNATION -  AEBIG AZ MK
 OK0708  PID         -  OK0708
 OK0708  STATE/COUNTY-  MI/OTTAWA
 OK0708  USGS QUAD   -  COOPERSVILLE (1980)
 OK0708
 OK0708                         *CURRENT SURVEY CONTROL
 OK0708  ___________________________________________________________________
 OK0708* NAD 83(1994)-  43 06 14.53780(N)    085 58 50.88629(W)     ADJUSTED  
 OK0708* NAVD 88     -       213.     (meters)     699.     (feet)  VERTCON   
 OK0708  ___________________________________________________________________
 OK0708  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 OK0708  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OK0708
 OK0708  HORZ ORDER  -  THIRD
 OK0708
 OK0708.The horizontal coordinates were established by classical geodetic methods
 OK0708.and adjusted by the National Geodetic Survey in February 1997..
 OK0708
 OK0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0708
 OK0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0708
 OK0708.The geoid height was determined by GEOID03.
 OK0708
 OK0708;                    North         East     Units Scale Factor Converg.
 OK0708;SPC MI S     -   179,432.939 3,868,623.473   MT  0.99991417   -1 05 54.5
 OK0708;SPC MI S     -   588,690.74 12,692,334.23   iFT  0.99991417   -1 05 54.5
 OK0708;UTM  16      - 4,772,872.239   582,933.169   MT  0.99968461   +0 41 47.3
 OK0708
 OK0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0708!SPC MI S     -   0.99997182  x   0.99991417  =   0.99988599
 OK0708!UTM  16      -   0.99997182  x   0.99968461  =   0.99965644
 OK0708
 OK0708                          SUPERSEDED SURVEY CONTROL
 OK0708
 OK0708  NAD 83(1986)-  43 06 14.54067(N)    085 58 50.89615(W) AD(       ) 3
 OK0708  NGVD 29 (12/07/92)  214.     (m)          702.     (f) VERT ANG       
 OK0708
 OK0708.Superseded values are not recommended for survey control.
 OK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0708.See file dsdata.txt to determine how the superseded data were derived.
 OK0708
 OK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8293372872(NAD 83)
 OK0708_MARKER: DZ = AZIMUTH MARK DISK
 OK0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0708_SP_SET: SQUARE CONCRETE MONUMENT
 OK0708_STAMPING: AEBIG 1932 AZIMUTH
 OK0708_MARK LOGO: CGS   
 OK0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0708+STABILITY: SURFACE MOTION
 OK0708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0708+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989
 OK0708
 OK0708  HISTORY     - Date     Condition        Report By
 OK0708  HISTORY     - 1932     MONUMENTED       CGS
 OK0708  HISTORY     - 19890509 GOOD             NGS
 OK0708  HISTORY     - 19950926 GOOD             USPSQD
 OK0708  HISTORY     - 20051202 MARK NOT FOUND   INDIV
 OK0708
 OK0708                          STATION DESCRIPTION
 OK0708
 OK0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0708'STATION IS LOCATED IN QUAD. 43O853, ABOUT 19 KM (11.81 MI) NORTHEAST
 OK0708'OF GRAND HAVEN, 8 KM (4.97 MI) NORTHWEST OF COOPERSVILLE, IN THE
 OK0708'SOUTHWEST 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON
 OK0708'PROPERTY OF MR. AUTHUR LUCAS.
 OK0708'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH AT THE SOUTHWEST CORNER
 OK0708'OF COOPERSVILLE, (INTERSECTION OF EAST MANVILLE STREET AND RANDALL
 OK0708'STREET), GO EAST ON WEST RANDALL STREET FOR 1.58 KM (0.98 MI) TO A
 OK0708'CROSS STREET, (68TH AVE.).  CONTINUE AHEAD WEST ON W. RANDALL STREET,
 OK0708'(WHICH TURNS INTO STATE ROAD) FOR 0.44 KM (0.27 MI) TO WHERE STATE
 OK0708'ROAD TURNS RIGHT AND CONTINUING STRAIGHT AHEAD ENTERS YOU ONTO
 OK0708'INTERSTATE HIGHWAY 96.  TURN RIGHT AND CONTINUE ON STATE ROAD FOR
 OK0708'2.43 KM (1.51 MI) TO A CROSS STREET, (80TH AVE).  TURN RIGHT AND GO
 OK0708'NORTH ON 80TH AVENUE FOR 3.49 KM (2.17 MI) TO A CROSS STREET, (TAFT
 OK0708'ST.).  TURN RIGHT AND GO EAST ON TAFT STREET FOR 0.53 KM (0.33 MI) TO
 OK0708'THE MARK ON THE LEFT ALONG THE NORTH SIDE OF ROAD.
 OK0708'AZIMUTH MARK 1 IS SET PROJECTING ABOUT 6 INCHES.  IT IS LOCATED 7.8 M
 OK0708'(25.59 FT) NORTH FROM THE CENTER OF TAFT STREET AND 0.31 M (1.02 FT)
 OK0708'WEST FROM A MWP.
 OK0708'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.1 M (3.61 FT) .
 OK0708'A TRAVERSE CONNECTION WAS MADE TO STATION AEBIG 1932 USING ELECTRONIC
 OK0708'DISTANCE MEASURING EQUIPMENT.
 OK0708'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0708
 OK0708                          STATION RECOVERY (1995)
 OK0708
 OK0708'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0708'RECOVERED IN GOOD CONDITION.
 OK0708
 OK0708                          STATION RECOVERY (2005)
 OK0708
 OK0708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0623 ***********************************************************************
 OK0623  DESIGNATION -  AEBIG RESET
 OK0623  PID         -  OK0623
 OK0623  STATE/COUNTY-  MI/OTTAWA
 OK0623  USGS QUAD   -  COOPERSVILLE (1980)
 OK0623
 OK0623                         *CURRENT SURVEY CONTROL
 OK0623  ___________________________________________________________________
 OK0623* NAD 83(1994)-  43 06 20.99175(N)    085 59 08.97015(W)     ADJUSTED  
 OK0623* NAVD 88     -       213.7    (meters)     701.     (feet)  GPS OBS   
 OK0623  ___________________________________________________________________
 OK0623  X           -     326,499.342 (meters)                     COMP
 OK0623  Y           -  -4,652,616.484 (meters)                     COMP
 OK0623  Z           -   4,336,216.103 (meters)                     COMP
 OK0623  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 OK0623  ELLIP HEIGHT-         180.15  (meters)          (07/17/02) GPS OBS
 OK0623  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OK0623
 OK0623  HORZ ORDER  -  FIRST
 OK0623  ELLP ORDER  -  FOURTH    CLASS I
 OK0623
 OK0623.The horizontal coordinates were established by classical geodetic methods
 OK0623.and adjusted by the National Geodetic Survey in February 1997..
 OK0623
 OK0623.The orthometric height was determined by GPS observations and a
 OK0623.high-resolution geoid model.
 OK0623
 OK0623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0623
 OK0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0623
 OK0623.The ellipsoidal height was determined by GPS observations
 OK0623.and is referenced to NAD 83.
 OK0623
 OK0623.The geoid height was determined by GEOID03.
 OK0623
 OK0623;                    North         East     Units Scale Factor Converg.
 OK0623;SPC MI S     -   179,639.903 3,868,218.500   MT  0.99991429   -1 06 06.8
 OK0623;SPC MI S     -   589,369.76 12,691,005.58   iFT  0.99991429   -1 06 06.8
 OK0623;UTM  16      - 4,773,066.371   582,522.007   MT  0.99968377   +0 41 35.1
 OK0623
 OK0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0623!SPC MI S     -   0.99997175  x   0.99991429  =   0.99988604
 OK0623!UTM  16      -   0.99997175  x   0.99968377  =   0.99965553
 OK0623
 OK0623|---------------------------------------------------------------------|
 OK0623| PID    Reference Object                     Distance      Geod. Az  |
 OK0623|                                                           dddmmss.s |
 OK0623| CH0727 AEBIG RM 1                           38.993 METERS 10122     |
 OK0623| OK0708 AEBIG AZ MK                         454.832 METERS 1155803.6 |
 OK0623| OK0624 COOPERSVILLE MUNICIPAL TANK         APPROX. 6.6 KM 1362834.5 |
 OK0623| CH0728 AEBIG RM 2                           21.129 METERS 24722     |
 OK0623| CH0729 AEBIG RM 3                           66.532 METERS 24903     |
 OK0623| OK0707 AEBIG RM 5                           64.498 METERS 25509     |
 OK0623| OL0554 SPRING LAKE MUNICIPAL TANK          APPROX.17.5 KM 2585606.0 |
 OK0623| OK0709 AEBIG RM 4                           73.329 METERS 30156     |
 OK0623|---------------------------------------------------------------------|
 OK0623
 OK0623                          SUPERSEDED SURVEY CONTROL
 OK0623
 OK0623  ELLIP H (02/03/97)  180.17   (m)                       GP(       ) 4 1
 OK0623  NAD 83(1986)-  43 06 20.99464(N)    085 59 08.97999(W) AD(       ) 1
 OK0623  NAD 27      -  43 06 20.91800(N)    085 59 08.80700(W) AD(       ) 1
 OK0623  NGVD 29 (03/27/91)  214.1    (m)          702.     (f) GPS OBS        
 OK0623
 OK0623.Superseded values are not recommended for survey control.
 OK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0623.See file dsdata.txt to determine how the superseded data were derived.
 OK0623
 OK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8252273066(NAD 83)
 OK0623_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0623_SP_SET: SURROUNDED BY MASS OF CONCRETE
 OK0623_STAMPING: AEBIG 1932 1969
 OK0623_MARK LOGO: CGS   
 OK0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0623+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 OK0623
 OK0623  HISTORY     - Date     Condition        Report By
 OK0623  HISTORY     - 1969     MONUMENTED       CGS
 OK0623  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OK0623  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OK0623  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0623  HISTORY     - 1981     GOOD             MIDH
 OK0623  HISTORY     - 19890509 GOOD             NGS
 OK0623  HISTORY     - 19890509 GOOD             NGS
 OK0623  HISTORY     - 19910626 GOOD             NGS
 OK0623  HISTORY     - 19930305 GOOD             MIDT
 OK0623  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 OK0623  HISTORY     - 20051202 GOOD             INDIV
 OK0623
 OK0623                          STATION DESCRIPTION
 OK0623
 OK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0623'ABOUT 12 MILES NORTHEAST
 OK0623'OF GRAND HAVEN, 2
 OK0623'MILES NORTH OF DENNISON, IN SW 1/4 SEC. 4, T. 8 N., R. 14
 OK0623'W., POLKTON TOWNSHIP, ON LAND OWNED
 OK0623'AND OCCUPIED BY G. B. AEBIG, JUST EAST OF
 OK0623'FARM BUILDINGS, IN LANE LEADING EAST FROM BARNS, 227.3
 OK0623'FEET EAST OF EAST SIDE OF MAIN
 OK0623'BARN, 9 FEET SOUTH OF NORTH FENCE LINE OF LANE, 12 FEET EAST OF GATE
 OK0623'IN LANE, AND 88 FEET EAST OF
 OK0623'36-INCH ELM TREE.  TO REACH FROM GRAND HAVEN, FOLLOW U.S. ROUTE 31
 OK0623'NORTH ACROSS BRIDGE TO JUNCTION
 OK0623'WITH U.S. ROUTE 16, FOLLOW U.S. ROUTE 16 EAST 10.2
 OK0623'MILES TO CROSSROADS AT SCHOOLHOUSE, TURN NORTH ON
 OK0623'GRAVEL ROAD 2.0 MILES TO CROSSROADS,
 OK0623'TURN EAST 1.0 MILE TO CROSSROADS, TURN NORTH 0.1 MILE TO MR. AEBIGS
 OK0623'FARM AND STATION SITE.
 OK0623'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE
 OK0623'NOTES 1A AND 7A.  UPPER MARK
 OK0623'PROJECTS 6 INCHES.  REFERENCE AND AZIMUTH
 OK0623'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OK0623'NOTE 11A, PROJECTING 4 INCHES.  NO. 1
 OK0623'IS ON SOUTH EDGE OF LANE, AND 127.95 FEET FROM STATION IN AZIMUTH
 OK0623'281 DEG 21 MIN.  NO. 2 IS ON SOUTH
 OK0623'EDGE OF LANE, 163 FEET EAST OF BARN, 19 FEET EAST OF ELM TREE, AND
 OK0623'69.32 FEET FROM STATION IN
 OK0623'AZIMUTH 67 DEG 23.  AZIMUTH MARK IS 26 FEET NORTH OF CENTER
 OK0623'FEET FROM STATION IN AZIMUTH 67 DEG 23
 OK0623'MIN.  AZIMUTH MARK IS 26 FEET NORTH OF CENTER
 OK0623'LINE OF EAST-WEST GRAVEL ROAD, ABOUT 0.2 MILE EAST OF
 OK0623'CROSSROADS, 22.8 FEET WEST OF
 OK0623'10-INCH ELM TREE, AND APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH
 OK0623'295 DEG 58 MIN 09 SEC.
 OK0623
 OK0623                          STATION RECOVERY (1958)
 OK0623
 OK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 OK0623'THE STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OK0623'RECOVERED AS
 OK0623'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE ORIGINAL
 OK0623'DESCRIPTION WAS FOUND TO BE
 OK0623'ADEQUATE.
 OK0623
 OK0623                          STATION RECOVERY (1969)
 OK0623
 OK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OK0623'THE STATION MARK, REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND
 OK0623'IN GOOD CONDITION.
 OK0623'THE STATION SITE WILL SOON BE CLEARED AND CULTIVATED
 OK0623'AND THE STATION MARK WAS LOWERED AT
 OK0623'THE OWNERS REQUEST.  REFERENCE MARKS
 OK0623'1 AND 2 WERE DESTROYED AND REFERENCE MARKS 3 AND 4
 OK0623'WERE SET.  THE DISTANCE
 OK0623'AND DIRECTION TO THE MARKS CHECKED.  A NEW DESCRIPTION FOLLOWS-
 OK0623'
 OK0623'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF GRAND HAVEN,
 OK0623'IN THE SW 1/4 OF
 OK0623'SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON THE PROPERTY
 OK0623'OF MR. ARTHUR LUCAS, 411 FEET EAST
 OK0623'OF THE CENTERLINE OF BOTH AVE,
 OK0623'219 FEET NORTHEAST OF A POWER POLE AND A METAL
 OK0623'WITNESS POST AND 241 FEET
 OK0623'SOUTHEAST OF A POWER POLE.  THE MONUMENT IS 2 FEET BELOW THE
 OK0623'SURFACE OF THE
 OK0623'GROUND AND THE DISK IS STAMPED AEBIG 1932 1969. (NOTE 1C 7A)
 OK0623'
 OK0623'TO REACH THE STATION FROM THE COOPERSVILLE REFORMED CHURCH AT THE
 OK0623'SOUTHWEST EDGE OF
 OK0623'COOPERSVILLE (INTERSECTION OF EASTMANVILLE AND RANDALL
 OK0623'STREETS), GO WEST ON RANDALL ST.
 OK0623'WHICH BECOMES STATE ROAD FOR 2.85 MILES
 OK0623'TO THE INTERSECTION OF 80TH AVE.  TURN RIGHT AND GO
 OK0623'NORTH ON 80TH AVE.
 OK0623'FOR 2.2 MILES TO THE INTERSECTION OF TAFT STREET.  CONTINUE NORTH ON
 OK0623'80TH AVE. FOR 0.1
 OK0623'MILE TO THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH
 OK0623'MARK FROM THE INTERSECTION OF TAFT
 OK0623'STREET AND 80TH AVE., GO EAST ON
 OK0623'TAFT ST. FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 OK0623'LEFT.
 OK0623'
 OK0623'REFERENCE MARK 3 IS 1 FOOT EAST OF A POWER POLE, 1 FOOT NORTHEAST
 OK0623'OF A METAL WITNESS
 OK0623'POST, 1 FOOT SOUTH OF A FENCE AND 210 FEET EAST OF
 OK0623'THE CENTERLINE OF 80TH AVE.  THE
 OK0623'MONUMENT PROJECTS 4 INCHES AND THE DISK
 OK0623'IS STAMPED AEBIG 1932 NO 3 1969.
 OK0623'
 OK0623'REFERENCE MARK 4 IS 1 FOOT SOUTH OF A POWER POLE, 71 FEET SOUTHEAST
 OK0623'OF THE SOUTHEAST
 OK0623'CORNER OF A HOUSE AND 205 FEET EAST OF THE CENTERLINE
 OK0623'OF 80TH AVE.  THE MONUMENT PROJECTS
 OK0623'6 INCHES AND THE DISK IS STAMPED
 OK0623'AEBIG 1932 NO 4 1969.
 OK0623'
 OK0623'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF TAFT ST.,
 OK0623'1 FOOT WEST OF A
 OK0623'METAL WITNESS POST, 2 FEET SOUTH OF A FENCE AND ON THE
 OK0623'HIGHEST POINT OF A SMALL RIDGE
 OK0623'ABOUT 4 FEET HIGHER IN ELEVATION THAN
 OK0623'THE STREET.  THE MONUMENT PROJECTS 6 INCHES AND
 OK0623'THE DISK IS STAMPED
 OK0623'AEBIG 1932 AZIMUTH
 OK0623'
 OK0623'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2-1/2 MILES
 OK0623'NORTHWEST COOPERSVILLE
 OK0623'
 OK0623'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0623
 OK0623                          STATION RECOVERY (1981)
 OK0623
 OK0623'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 OK0623'$
 OK0623'THE STATION, REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE FOUND IN
 OK0623'GOOD CONDITION.  THE STATION IS 1.5 FEET BELOW THE GROUND SURFACE IN
 OK0623'A CULTIVATED FIELD.  A METAL BAR WAS PLACED ADJACENT TO THE MONUMENT
 OK0623
 OK0623                          STATION RECOVERY (1989)
 OK0623
 OK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0623'THE STATION IS LOCATED IN QUAD. 430853, ABOUT 19 KM (11.80 MI)
 OK0623'NORTHEAST OF GRAND HAVEN, 8 KM (4.95 MI) NORTHWEST OF COOPERSVILLE, ON
 OK0623'THE SOUTHWEST 1/4 OF SECTION 4, T-8-N, R-14-W, POLKTON TOWNSHIP.
 OK0623'OWNERSHIP---MR. AUTHUR LUCAS.
 OK0623'TO REACH THE STATION FROM THE COOPERSVILLE REFORMED CHURCH AT THE
 OK0623'SOUTHWEST CORNER OF COOPERSVILLE (INTERSECTION OF EAST MANVILLE AND
 OK0623'RANDALL STREETS), GO WEST ON RANDALL STREET FOR 1.6 KM (1.00 MI) TO A
 OK0623'CROSS STREET (68TH AVE.).  CONTINUE AHEAD AND GO WEST ON RANDALL
 OK0623'STREET (TURNS INTO STATE ROAD) FOR 0.40 KM (0.25 MI) TO WHERE STATE
 OK0623'ROAD TURNS RIGHT AND ON-RAMP TO INTERSTATE HIGHWAY 96 STRAIGHT AHEAD.
 OK0623'TURN RIGHT AND CONTINUE ON STATE ROAD FOR 2.4 KM (1.50 MI) TO A CROSS
 OK0623'STREET (80TH AVE.).  TURN RIGHT AND GO NORTH ON 80TH AVENUE FOR 3.5 KM
 OK0623'(2.15 MI) TO A CROSS STREET (TAFT ST.).  CONTINUE AHEAD AND GO NORTH
 OK0623'FOR 0.25 KM (0.15 MI) TO A DRIVEWAY ON THE RIGHT AT THE HOME OF MR.
 OK0623'LEON CHASE AND THE STATION IN THE CULTIVATED FIELD TO THE EAST OF HIS
 OK0623'HOUSE.
 OK0623'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A MASS OF
 OK0623'CONCRETE RECESSED 0.6 METER BELOW THE GROUND.  LOCATED 125.27 M
 OK0623'(411.0 FT) EAST FROM THE CENTER OF 80TH AVENUE, 73.46 M (241.0 FT)
 OK0623'SOUTHEAST FROM A UTILITY POLE BY REFERENCE MARK 4 AND 64.31 M
 OK0623'(211.0 FT) EAST-NORTHEAST FROM A UTILITY POLE BY REFERENCE MARK 5.
 OK0623'DESCRIBED BY R.L. RAMSEY, TYPED BY GAM.
 OK0623
 OK0623                          STATION RECOVERY (1989)
 OK0623
 OK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0623'STATION IS LOCATED IN QUAD. 43O853, ABOUT 19 KM (11.81 MI) NORTHEAST
 OK0623'OF GRAND HAVEN, 8 KM (4.97 MI) NORTHWEST OF COOPERSVILLE, IN THE
 OK0623'SOUTHWEST 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON
 OK0623'PROPERTY OF MR. AUTHUR LUCAS.
 OK0623'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 4 WERE RECOVERED IN
 OK0623'GOOD CONTITION.  MR. LEON CHASE WHO OWNS THE AJOINTING PROPERTY WHERE
 OK0623'REFERENCE MARK 3 WAS LOCATED, ASKED THAT THIS REFERENCE MARK BE
 OK0623'RELOCATED, SO A NEW REFERENCE MARK 5 WAS ESTABLISHED AT THIS TIME.
 OK0623'THE ANGLE FROM THE AZIMUTH MARK TO REFERENCE MARK 4 WAS FOUND TO
 OK0623'DIFFER BY 30 MINUTES BUT THE DISTANCE CHECKED THE OLD DATA.
 OK0623'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH AT THE SOUTHWEST CORNER
 OK0623'OF COOPERSVILLE, (INTERSECTION OF EAST MANVILLE STREET AND RANDALL
 OK0623'STREET), GO EAST ON WEST RANDALL STREET FOR 1.58 KM (0.98 MI) TO A
 OK0623'CROSS STREET, (68TH AVE.).  CONTINUE AHEAD WEST ON W. RANDALL STREET,
 OK0623'(WHICH TURNS INTO STATE ROAD) FOR 0.44 KM (0.27 MI) TO WHERE STATE
 OK0623'ROAD TURNS RIGHT AND CONTINUING STRAIGHT AHEAD ENTERS YOU ONTO
 OK0623'INTERSTATE HIGHWAY 96.  TURN RIGHT AND CONTINUE ON STATE ROAD FOR
 OK0623'2.43 KM (1.51 MI) TO A CROSS STREET, (80TH AVE).  TURN RIGHT AND GO
 OK0623'NORTH ON 80TH AVENUE FOR 3.49 KM (2.17 MI) TO A CROSS STREET, (TAFT
 OK0623'ST.).  CONTINUE AHEAD NORTH FOR 0.21 KM (0.13 MI) TO A DRIVEWAY AT
 OK0623'THE HOME OF MR. LEON CHASE AND THE STATION IN THE CULTIVATED FIELD TO
 OK0623'THE EAST OF HIS HOUSE.
 OK0623'THE STATION IS RECESSED 2 FEET BELOW THE GROUND.  IT IS 125.27 M
 OK0623'(410.99 FT) EAST FROM THE CENTER OF 80TH AVENUE, 73.46 M (241.01 FT)
 OK0623'SOUTHEAST FROM A UTILITY POLE BY REFERENCE MARK 4 AND 64.31 M
 OK0623'(210.99 FT) EAST-NORTHEAST FROM A UTILITY POLE BY REFERENCE MARK 5.
 OK0623'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.7 M (5.58 FT) .
 OK0623'A TRAVERSE CONNECTION WAS MADE TO STATION AEBIG 1932 AZIMUTH USING
 OK0623'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OK0623'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0623
 OK0623                          STATION RECOVERY (1991)
 OK0623
 OK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0623'THE STATION IS LOCATED ABOUT 19 KM (11.8 MI) NORTHEAST OF GRAND HAVEN,
 OK0623'8 KM (5.0 MI) NORTHWEST OF COOPERSVILLE. OWNERSHIP--MR. AUTHUR LUCAS.
 OK0623'TO REACH THE STATION FROM THE COOPERSVILLE REFORMED CHURCH AT THE
 OK0623'SOUTHWEST CORNER OF COOPERSVILLE (INTERSECTION OF EAST MANVILLE AND
 OK0623'RANDALL STREETS), GO WEST ON RANDALL STREET FOR 1.6 KM (1.0 MI) TO A
 OK0623'CROSS STREET (68TH AVE.).  CONTINUE AHEAD AND GO WEST ON RANDALL
 OK0623'STREET (TURNS INTO STATE ROAD) FOR 0.40 KM (0.25 MI) TO WHERE STATE
 OK0623'ROAD TURNS RIGHT AND ENTRANCE RAMP TO INTERSTATE HIGHWAY 96 STRAIGHT
 OK0623'AHEAD. TURN RIGHT AND CONTINUE ON STATE ROAD FOR 2.4 KM (1.5 MI) TO A
 OK0623'CROSS STREET (80TH AVE.).  TURN RIGHT AND GO NORTH ON 80TH AVENUE FOR
 OK0623'3.5 KM (2.2 MI) TO A CROSS STREET (TAFT ST.).  CONTINUE AHEAD AND GO
 OK0623'NORTH FOR 0.25 KM (0.16 MI) TO A DRIVEWAY ON THE RIGHT AT THE HOME OF
 OK0623'MR. LEON CHASE AND THE STATION IN THE CULTIVATED FIELD TO THE EAST OF
 OK0623'HIS HOUSE.
 OK0623'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A MASS OF
 OK0623'CONCRETE RECESSED 0.6 METER BELOW THE GROUND.  LOCATED 125.27 M
 OK0623'(410.99 FT) EAST FROM THE CENTER OF 80TH AVENUE, 73.46 M (241.01 FT)
 OK0623'SOUTHEAST FROM A UTILITY POLE BY REFERENCE MARK 4 AND 64.31 M
 OK0623'(210.99 FT) EAST-NORTHEAST FROM A UTILITY POLE BY REFERENCE MARK 5.
 OK0623
 OK0623                          STATION RECOVERY (1993)
 OK0623
 OK0623'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 OK0623'STATION IS LOCATED IN QUAD 430853 ON THE COOPERSVILLE QUADRANGLE MAP.
 OK0623'IT IS IN THE SOUTHWEST 1/4 SECTION 4, T-8-N, R-14-W, POLKTON TOWNSHIP,
 OK0623'ABOUT 3.0 MILES (4.8 KM) NORTHWEST OF COOPERSVILLE, ABOUT 4.0 MILES
 OK0623'(6.4 KM) NORTHEAST OF NUNICA, ABOUT 6.0 MILES (9.7 KM) SOUTHERLY OF
 OK0623'RAVENNA, ABOUT 13.0 MILES (20.9 KM) NORTHEASTERLY OF GRAND HAVEN AND
 OK0623'ON THE PROPERTY OF MR. ARTHUR LUCAS. TO REACH FROM THE COOPERSVILLE
 OK0623'REFORMED CHURCH IN THE SOUTHWEST EDGE OF COOPERSVILLE AT THE
 OK0623'INTERSECTION OF EASTMANVILLE AND RANDALL STREETS, GO WEST ON RANDALL
 OK0623'STREET WHICH BECOMES STATE ROAD FOR 2.85 MILES (4.59 KM) TO THE
 OK0623'INTERSECTION WITH 80TH AVENUE. TURN RIGHT AND GO NORTH ALONG 80TH
 OK0623'AVENUE FOR 2.2 MILES (3.5 KM) TO THE INTERSECTION WITH TAFT STREET.
 OK0623'CONTINUE NORTH ALONG 80TH AVENUE FOR 0.1 MILES (0.2 KM) TO STATION ON
 OK0623'THE RIGHT ABOUT 400 FEET (121.9 M) EAST OF THE ROAD. STATION IS IN A
 OK0623'CROP FIELD 18 INCHES BELOW THE SURFACE (CORN AT THIS TIME) BEHIND A
 OK0623'SAND BLASTING COMPANY. IT IS 227.5 FT (69.3 M) NORTHEASTERLY OF THE
 OK0623'NORTHEAST CORNER OF POLE BUILDING, 193.8 FT (59.1 M) NORTHEASTERLY OF
 OK0623'THE SOUTHEAST CORNER OF A CONCRETE PAD, 178.8 FT (54.5 M)
 OK0623'NORTHEASTERLY OF A LIGHT POLE, AND 240.55 FT (73.32 M) SOUTHEASTERLY
 OK0623'OF RM NO 4.  PER REQUEST OF PROPERTY OWNER NO WITNESS POST WAS
 OK0623'INSTALLED AT LOCATION OF STATION.
 OK0623
 OK0623                          STATION RECOVERY (1995)
 OK0623
 OK0623'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0623'MARK NOT FOUND.
 OK0623
 OK0623                          STATION RECOVERY (2005)
 OK0623
 OK0623'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0623'18 INCHES BELOW GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0707 ***********************************************************************
 OK0707  DESIGNATION -  AEBIG RM 5
 OK0707  PID         -  OK0707
 OK0707  STATE/COUNTY-  MI/OTTAWA
 OK0707  USGS QUAD   -  COOPERSVILLE (1980)
 OK0707
 OK0707                         *CURRENT SURVEY CONTROL
 OK0707  ___________________________________________________________________
 OK0707* NAD 83(1994)-  43 06 20.45586(N)    085 59 11.72724(W)     ADJUSTED  
 OK0707* NAVD 88     -       214.     (meters)     702.     (feet)  VERTCON   
 OK0707  ___________________________________________________________________
 OK0707  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 OK0707  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OK0707
 OK0707  HORZ ORDER  -  THIRD
 OK0707
 OK0707.The horizontal coordinates were established by classical geodetic methods
 OK0707.and adjusted by the National Geodetic Survey in February 1997..
 OK0707.No horizontal observational check was made to the station.
 OK0707
 OK0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0707
 OK0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0707
 OK0707.The geoid height was determined by GEOID03.
 OK0707
 OK0707;                    North         East     Units Scale Factor Converg.
 OK0707;SPC MI S     -   179,624.569 3,868,155.858   MT  0.99991428   -1 06 08.7
 OK0707;SPC MI S     -   589,319.45 12,690,800.06   iFT  0.99991428   -1 06 08.7
 OK0707;UTM  16      - 4,773,049.087   582,459.890   MT  0.99968365   +0 41 33.2
 OK0707
 OK0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0707!SPC MI S     -   0.99997180  x   0.99991428  =   0.99988608
 OK0707!UTM  16      -   0.99997180  x   0.99968365  =   0.99965545
 OK0707
 OK0707                          SUPERSEDED SURVEY CONTROL
 OK0707
 OK0707  NAD 83(1986)-  43 06 20.45876(N)    085 59 11.73708(W) AD(       ) 3
 OK0707  NGVD 29 (12/07/92)  214.     (m)          702.     (f) VERT ANG       
 OK0707
 OK0707.Superseded values are not recommended for survey control.
 OK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0707.See file dsdata.txt to determine how the superseded data were derived.
 OK0707
 OK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8246073049(NAD 83)
 OK0707_MARKER: DR = REFERENCE MARK DISK
 OK0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0707_SP_SET: CONCRETE POST
 OK0707_STAMPING: AEBIG 1932 RM 5
 OK0707_MARK LOGO: NGS   
 OK0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0707+STABILITY: SURFACE MOTION
 OK0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0707+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OK0707
 OK0707  HISTORY     - Date     Condition        Report By
 OK0707  HISTORY     - 1989     MONUMENTED       NGS
 OK0707  HISTORY     - 19950926 MARK NOT FOUND   USPSQD
 OK0707  HISTORY     - 20051202 MARK NOT FOUND   INDIV
 OK0707
 OK0707                          STATION DESCRIPTION
 OK0707
 OK0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0707'STATION IS LOCATED IN QUAD. 43O853, ABOUT 19 KM (11.81 MI) NORTHEAST
 OK0707'OF GRAND HAVEN, 8 KM (4.97 MI) NORTHWEST OF COOPERSVILLE, IN THE
 OK0707'SOUTHWEST 1/4 OF SEC. 4, T-8-N, R-14-W, POLKTON TOWNSHIP AND ON
 OK0707'PROPERTY OF MR. AUTHUR LUCAS.
 OK0707'TO REACH FROM THE COOPERSVILLE REFORMED CHURCH AT THE SOUTHWEST CORNER
 OK0707'OF COOPERSVILLE, (INTERSECTION OF EAST MANVILLE STREET AND RANDALL
 OK0707'STREET), GO EAST ON WEST RANDALL STREET FOR 1.58 KM (0.98 MI) TO A
 OK0707'CROSS STREET, (68TH AVE.).  CONTINUE AHEAD WEST ON W. RANDALL STREET,
 OK0707'(WHICH TURNS INTO STATE ROAD) FOR 0.44 KM (0.27 MI) TO WHERE STATE
 OK0707'ROAD TURNS RIGHT AND CONTINUING STRAIGHT AHEAD ENTERS YOU ONTO
 OK0707'INTERSTATE HIGHWAY 96.  TURN RIGHT AND CONTINUE ON STATE ROAD FOR
 OK0707'2.43 KM (1.51 MI) TO A CROSS STREET, (80TH AVE).  TURN RIGHT AND GO
 OK0707'NORTH ON 80TH AVENUE FOR 3.49 KM (2.17 MI) TO A CROSS STREET, (TAFT
 OK0707'ST.).  CONTINUE AHEAD NORTH FOR 0.21 KM (0.13 MI) TO A DRIVEWAY AT
 OK0707'THE HOME OF MR. LEON CHASE AND THE STATION SET NEAR THE SOUTHEAST
 OK0707'CORNER OF THE NORTH ONE OF TWO METAL BUILDINGS BY A UTILITY POLE.
 OK0707'REFERENCE MARK 5 PROJECTS ABOUT 4 INCHES.  IT IS LOCATED 6.95 M
 OK0707'(22.80 FT) EAST FROM THE SOUTHEAST CORNER OF THE NORTH ONE OF TWO
 OK0707'LARGE METAL BUILDING AND 0.61 M (2.00 FT) NORTH FROM A UTILITY POLE
 OK0707'WITH TWO TRANSFORMERS AND A W.P.
 OK0707'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0707
 OK0707                          STATION RECOVERY (1995)
 OK0707
 OK0707'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0707'MARK NOT FOUND.
 OK0707
 OK0707                          STATION RECOVERY (2005)
 OK0707
 OK0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0707'LEON CHASE SAYS AN EMPLOYEE OF HIS TOOK THE DISK. WITNESS POLE HAS
 OK0707'BEEN RESET. CONCRETE MARKER PROBABLY CEMENTED INSIDE CONCRETE PAD THAT
 OK0707'SURROUNDS POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0632 ***********************************************************************
 QK0632  DESIGNATION -  AFTON
 QK0632  PID         -  QK0632
 QK0632  STATE/COUNTY-  MI/CHEBOYGAN
 QK0632  USGS QUAD   -  AFTON (1986)
 QK0632
 QK0632                         *CURRENT SURVEY CONTROL
 QK0632  ___________________________________________________________________
 QK0632* NAD 83(1994)-  45 22 00.46128(N)    084 29 12.84971(W)     ADJUSTED  
 QK0632* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 QK0632  ___________________________________________________________________
 QK0632  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 QK0632  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QK0632
 QK0632  HORZ ORDER  -  SECOND
 QK0632
 QK0632.The horizontal coordinates were established by classical geodetic methods
 QK0632.and adjusted by the National Geodetic Survey in February 1997..
 QK0632
 QK0632.The orthometric height was scaled from a topographic map.
 QK0632
 QK0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0632
 QK0632.The geoid height was determined by GEOID03.
 QK0632
 QK0632;                    North         East     Units Scale Factor Converg.
 QK0632;SPC MI C     -   227,819.577 5,990,581.020   MT  0.99993999   -0 05 05.8
 QK0632;SPC MI C     -   747,439.56 19,654,137.20   iFT  0.99993999   -0 05 05.8
 QK0632;UTM  16      - 5,026,770.332   696,801.964   MT  1.00007623   +1 47 20.2
 QK0632
 QK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0632!SPC MI C     -   0.99996451  x   0.99993999  =   0.99990450
 QK0632!UTM  16      -   0.99996451  x   1.00007623  =   1.00004073
 QK0632
 QK0632:                Primary Azimuth Mark                     Grid Az
 QK0632:SPC MI C     -  AFTON AZ MK                              003 23 36.8
 QK0632:UTM  16      -  AFTON AZ MK                              001 31 10.8
 QK0632
 QK0632|---------------------------------------------------------------------|
 QK0632| PID    Reference Object                     Distance      Geod. Az  |
 QK0632|                                                           dddmmss.s |
 QK0632| CH1653 AFTON AZ MK                                        0031831.0 |
 QK0632| CH1654 AFTON RM 1                            7.520 METERS 08956     |
 QK0632| CH1655 AFTON RM 2                           22.156 METERS 18541     |
 QK0632|---------------------------------------------------------------------|
 QK0632
 QK0632                          SUPERSEDED SURVEY CONTROL
 QK0632
 QK0632  NAD 83(1986)-  45 22 00.45363(N)    084 29 12.85183(W) AD(       ) 2
 QK0632  NAD 27      -  45 22 00.40400(N)    084 29 12.73400(W) AD(       ) 2
 QK0632
 QK0632.Superseded values are not recommended for survey control.
 QK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0632.See file dsdata.txt to determine how the superseded data were derived.
 QK0632
 QK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9680226770(NAD 83)
 QK0632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0632
 QK0632  HISTORY     - Date     Condition        Report By
 QK0632  HISTORY     - 1956     MONUMENTED       CGS
 QK0632
 QK0632                          STATION DESCRIPTION
 QK0632
 QK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0632'THE STATION IS ABOUT 7 MILES SOUTHEAST OF INDIAN RIVER, 3/4 MILE
 QK0632'SOUTHEAST OF THE VILLAGE OF
 QK0632'AFTON, 0.5 MILE SOUTH OF STATE HIGHWAY 68, ON THE WEST SIDE OF A
 QK0632'GRAVEL ROAD, ON THE ROAD
 QK0632'RIGHT-OF-WAY.  IT IS 44 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 QK0632'ROAD, 25 FEET NORTH OF A FENCE
 QK0632'CORNER, 4 FEET SOUTHEAST OF A WHITE WITNESS POST AND
 QK0632'3 FEET EAST OF A WIRE FENCE.  THE MARK PROJECTS 3
 QK0632'INCHES AND THE DISK IS STAMPED AFTON
 QK0632'1956.
 QK0632'
 QK0632'TO REACH THE STATION FROM THE POST OFFICE IN AFTON, GO EAST ON STATE
 QK0632'HIGHWAY 68 FOR 0.45 MILE TO
 QK0632'A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE.  TURN RIGHT
 QK0632'AND GO SOUTH ON A GRAVEL ROAD FOR
 QK0632'0.5 MILE TO THE STATION ON THE RIGHT.
 QK0632'
 QK0632'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD
 QK0632'AND 2 FEET WEST OF A WIRE
 QK0632'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED AFTON NO 1
 QK0632'1956.
 QK0632'
 QK0632'REFERENCE MARK 2 IS 45 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD
 QK0632'28 FEET SOUTH OF A WHITE
 QK0632'WITNESS POST AND 1 FOOT EAST OF A FENCE CORNER.  THE MARK PROJECTS 4
 QK0632'INCHES AND THE DISK IS STAMPED
 QK0632'AFTON NO 2 1956.
 QK0632'
 QK0632'THE AZIMUTH MARK IS 39 FEET NORTH OF THE CENTERLINE OF HIGHWAY 68, 38
 QK0632'FEET EAST OF THE CENTERLINE
 QK0632'OF A GRAVEL ROAD, 2 FEET SOUTHWEST OF A FENCE CORNER AND 2 FEET EAST
 QK0632'OF A WHITE WITNESS POST.  THE MARK
 QK0632'PROJECTS 3 INCHES AND THE DISK IS STAMPED AFTON
 QK0632'1956.
 QK0632'
 QK0632'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1166 ***********************************************************************
 RJ1166  DESIGNATION -  AGATE
 RJ1166  PID         -  RJ1166
 RJ1166  STATE/COUNTY-  MI/LUCE
 RJ1166  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ1166
 RJ1166                         *CURRENT SURVEY CONTROL
 RJ1166  ___________________________________________________________________
 RJ1166* NAD 83(1994)-  46 40 49.18061(N)    085 25 51.71842(W)     ADJUSTED  
 RJ1166* NAVD 88     -       216.8    (meters)     711.     (feet)  VERTCON   
 RJ1166  ___________________________________________________________________
 RJ1166  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 RJ1166  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 RJ1166
 RJ1166  HORZ ORDER  -  SECOND
 RJ1166  VERT ORDER  -  THIRD ? (See Below)
 RJ1166
 RJ1166.The horizontal coordinates were established by classical geodetic methods
 RJ1166.and adjusted by the National Geodetic Survey in February 1997..
 RJ1166
 RJ1166.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1166.The vertical order pertains to the NGVD 29 superseded value.
 RJ1166
 RJ1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1166
 RJ1166.The geoid height was determined by GEOID03.
 RJ1166
 RJ1166;                    North         East     Units Scale Factor Converg.
 RJ1166;SPC MI N     -   212,030.118 8,120,022.563   MT  0.99992658   +1 08 02.5
 RJ1166;SPC MI N     -   695,636.87 26,640,493.97   iFT  0.99992658   +1 08 02.5
 RJ1166;UTM  16      - 5,170,836.517   619,990.339   MT  0.99977697   +1 08 29.8
 RJ1166
 RJ1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1166!SPC MI N     -   0.99997170  x   0.99992658  =   0.99989828
 RJ1166!UTM  16      -   0.99997170  x   0.99977697  =   0.99974867
 RJ1166
 RJ1166|---------------------------------------------------------------------|
 RJ1166| PID    Reference Object                     Distance      Geod. Az  |
 RJ1166|                                                           dddmmss.s |
 RJ1166| CH1656 AGATE RM 1                           18.736 METERS 00057     |
 RJ1166| RJ1161 CRISP RESET                         APPROX.14.6 KM 0681359.5 |
 RJ1166| CH1657 AGATE RM 2                           18.940 METERS 26827     |
 RJ1166|---------------------------------------------------------------------|
 RJ1166
 RJ1166                          SUPERSEDED SURVEY CONTROL
 RJ1166
 RJ1166  NAD 83(1986)-  46 40 49.17428(N)    085 25 51.71525(W) AD(       ) 2
 RJ1166  NAD 27      -  46 40 49.12901(N)    085 25 51.24215(W) AD(       ) 2
 RJ1166  NGVD 29 (07/19/86)  216.8    (m)          711.     (f) LEVELING    3  
 RJ1166
 RJ1166.Superseded values are not recommended for survey control.
 RJ1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1166.See file dsdata.txt to determine how the superseded data were derived.
 RJ1166
 RJ1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1999070837(NAD 83)
 RJ1166_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1166_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1166+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 RJ1166
 RJ1166  HISTORY     - Date     Condition        Report By
 RJ1166  HISTORY     - 1965     MONUMENTED       CGS
 RJ1166  HISTORY     - 20040609 GOOD             GEOCAC
 RJ1166
 RJ1166                          STATION DESCRIPTION
 RJ1166
 RJ1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1166'STATION IS ABOUT 24-1/2 MILES NORTH OF NEWBERRY, 2-1/2 MILES NORTH
 RJ1166'OF PIKE LAKE,
 RJ1166'1-1/2 MILES SOUTH OF THE MOUTH OF THE TWO HEARTED RIVER,
 RJ1166'IN SECTION 33, T. 49 N., R. 9
 RJ1166'W., AND ON STATE FOREST PROPERTY.
 RJ1166'
 RJ1166'TO REACH FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON STATE
 RJ1166'HIGHWAY 123 FOR 4.35
 RJ1166'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND
 RJ1166'NORTH ON COUNTY ROUTE 407 FOR
 RJ1166'14.85 MILES TO FAIRS SERVICE STATION ON
 RJ1166'THE LEFT.  CONTINUE NORTH ON COUNTY ROUTE 407
 RJ1166'FOR 0.3 MILE TO A SIDE ROAD
 RJ1166'RIGHT.  TURN RIGHT AND GO EAST ON COUNTY ROUTE 412 FOR 0.85 MILE
 RJ1166'TO A Y-FORK.  TAKE
 RJ1166'THE LEFT FORK AND GO NORTHEASTERLY ON COUNTY ROUTE 412 FOR
 RJ1166'4.5 MILES TO A Y-FORK.  TAKE THE
 RJ1166'LEFT FORK AND GO NORTHEAST ON COUNTY
 RJ1166'ROUTE 412 FOR 3.15 MILES TO A REVERSE Y-FORK.
 RJ1166'CONTINUE EAST ON COUNTY
 RJ1166'ROUTE 412 FOR 1.85 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 RJ1166'NORTHERLY ON COUNTY
 RJ1166'ROUTE 412 FOR 2.65 MILES TO A CROSSROAD.  (COUNTY ROUTE
 RJ1166'423 STRAIGHT AHEAD.) TURN
 RJ1166'RIGHT AND GO EAST ON COUNTY ROUTE 412 FOR 0.35
 RJ1166'MILE TO A CROSSROAD AND STATION IN THE
 RJ1166'NORTHWEST ANGLE.
 RJ1166'
 RJ1166'STATION MARKS ARE STANDARD DISKS STAMPED AGATE 1965.  THE SURFACE
 RJ1166'DISK IS SET IN A
 RJ1166'ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS
 RJ1166'55 FEET NORTH OF THE CENTER OF
 RJ1166'COUNTY ROUTE 412, 48 FEET SOUTHWEST OF A
 RJ1166'6-INCH PINE TREE, 42 FEET NORTHWEST OF AN 8-INCH
 RJ1166'PINE TREE, 22 FEET WEST
 RJ1166'OF THE CENTER OF A SAND ROAD AND 4.6 FEET NORTH OF A METAL WITNESS
 RJ1166'POST.  THE UNDERGROUND
 RJ1166'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES
 RJ1166'BELOW THE GROUND SURFACE.
 RJ1166'
 RJ1166'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AGATE NO 1 1965, IS SET
 RJ1166'IN A ROUND
 RJ1166'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 40 FEET
 RJ1166'SOUTHEAST OF AN 8-INCH PINE
 RJ1166'TREE, 37 FEET NORTHWEST OF THE 6-INCH PINE
 RJ1166'TREE AND 16 FEET WEST OF THE CENTER OF THE
 RJ1166'SAND ROAD.
 RJ1166'
 RJ1166'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AGATE NO 2 1965, IS
 RJ1166'SET IN A ROUND
 RJ1166'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 63 FEET
 RJ1166'WEST OF THE METAL WITNESS POST,
 RJ1166'53 FEET NORTH OF THE CENTER OF COUNTY
 RJ1166'ROUTE 412 AND 28 FEET SOUTH-SOUTHEAST OF AN 8-INCH
 RJ1166'PINE TREE.
 RJ1166'
 RJ1166'NO AZIMUTH MARK SET AT THIS STATION.
 RJ1166'
 RJ1166'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RJ1166
 RJ1166                          STATION RECOVERY (2004)
 RJ1166
 RJ1166'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0157 ***********************************************************************
 SG0157  DESIGNATION -  AGATE MIGS 1934
 SG0157  PID         -  SG0157
 SG0157  STATE/COUNTY-  MI/KEWEENAW
 SG0157  USGS QUAD   -  DELAWARE (1997)
 SG0157
 SG0157                         *CURRENT SURVEY CONTROL
 SG0157  ___________________________________________________________________
 SG0157* NAD 83(1994)-  47 28 05.46526(N)    088 04 03.55907(W)     ADJUSTED  
 SG0157* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 SG0157  ___________________________________________________________________
 SG0157  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 SG0157  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 SG0157
 SG0157  HORZ ORDER  -  THIRD
 SG0157
 SG0157.The horizontal coordinates were established by classical geodetic methods
 SG0157.and adjusted by the National Geodetic Survey in February 1997..
 SG0157
 SG0157.The orthometric height was scaled from a topographic map.
 SG0157
 SG0157.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0157
 SG0157.The geoid height was determined by GEOID03.
 SG0157
 SG0157;                    North         East     Units Scale Factor Converg.
 SG0157;SPC MI N     -   298,972.746 7,919,503.486   MT  1.00011685   -0 46 18.1
 SG0157;SPC MI N     -   980,881.71 25,982,622.99   iFT  1.00011685   -0 46 18.1
 SG0157;UTM  16      - 5,257,746.353   419,543.048   MT  0.99967955   -0 47 12.5
 SG0157
 SG0157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0157!SPC MI N     -   0.99997555  x   1.00011685  =   1.00009240
 SG0157!UTM  16      -   0.99997555  x   0.99967955  =   0.99965511
 SG0157
 SG0157:                Primary Azimuth Mark                     Grid Az
 SG0157:SPC MI N     -  WEST BLUFF 2                             093 55 20.3
 SG0157:UTM  16      -  WEST BLUFF 2                             093 56 14.7
 SG0157
 SG0157|---------------------------------------------------------------------|
 SG0157| PID    Reference Object                     Distance      Geod. Az  |
 SG0157|                                                           dddmmss.s |
 SG0157| TY7767 WEST BLUFF 2                        APPROX. 7.5 KM 0930902.2 |
 SG0157|---------------------------------------------------------------------|
 SG0157
 SG0157                          SUPERSEDED SURVEY CONTROL
 SG0157
 SG0157  NAD 83(1986)-  47 28 05.45294(N)    088 04 03.53202(W) AD(       ) 3
 SG0157  NAD 27      -  47 28 05.77800(N)    088 04 03.14900(W) AD(       ) 3
 SG0157
 SG0157.Superseded values are not recommended for survey control.
 SG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0157.See file dsdata.txt to determine how the superseded data were derived.
 SG0157
 SG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1954357746(NAD 83)
 SG0157_MARKER: DD = SURVEY DISK
 SG0157_SETTING: 66 = SET IN ROCK OUTCROP
 SG0157_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SG0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0157
 SG0157  HISTORY     - Date     Condition        Report By
 SG0157  HISTORY     - 1934     MONUMENTED       MIGS
 SG0157  HISTORY     - 20000910 MARK NOT FOUND   MIDT
 SG0157
 SG0157                          STATION DESCRIPTION
 SG0157
 SG0157'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0157'NEAR AGATE HARBOR, WEST OF IT, IN SEC. 35, T. 59 N., R.
 SG0157'30 W., AND 36.7 FEET, TOWARD LAKE SUPERIOR, FROM THE CENTER
 SG0157'OF THE ROAD.
 SG0157'
 SG0157'TO REACH FROM EAGLE HARBOR, DRIVE EAST ALONG THE COMBINED
 SG0157'LAKE SHORE AND BROCKWAY MOUNTAIN DRIVES TO WHERE THESE DRIVES
 SG0157'SEPARATE (THIS POINT IS EAST FROM LAKE BAILEY AND WEST FROM
 SG0157'AGATE HARBOR).  FROM THIS FORK DRIVE EASTERLY ALONG THE LAKE
 SG0157'SHORE DRIVE A DISTANCE OF 0.5 MILE TO A PROMINENT OUTCROP
 SG0157'ON THE NORTH SIDE OF THE ROAD, AND THE STATION.
 SG0157'
 SG0157'SURFACE AND REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. AND S.S.
 SG0157'BRONZE DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK.
 SG0157'
 SG0157'REFERENCE MARK IS IN AN OUTCROP ON THE OPPOSITE (SOUTHERN)
 SG0157'SIDE OF THE ROAD.
 SG0157'
 SG0157'THE FLAGPOLE AT WEST BLUFF 2 WHICH AT PRESENT (1935) IS 25
 SG0157'MINUTES TO THE RIGHT OF TRUE STATION WEST BLUFF 2, IS A
 SG0157'CONVENIENT AZIMUTH MARK FOR STATION AGATE.
 SG0157
 SG0157                          STATION RECOVERY (2000)
 SG0157
 SG0157'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 SG0157'UNABLE TO VERIFY LOCATION. TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 SG0157'26 AND ROAD LEADING TO US-41 IN EAGLE HARBOR FOLLOW HIGHWAY 26 4.5 MI
 SG0157'TO SIDE ROAD LEFT, THEN LEFT FOR 0.3 MI TO HOUSE NO.835 AND THE AREA
 SG0157'AS INDICATED BY GPS. THE SEARCH WAS ABANDONED AFTER 30 MINUTES DUE TO
 SG0157'LACK OF REFERENCES.  NOTE-HOME IS AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0179 ***********************************************************************
 SG0179  DESIGNATION -  AHMEEK MIGS 1934
 SG0179  PID         -  SG0179
 SG0179  STATE/COUNTY-  MI/KEWEENAW
 SG0179  USGS QUAD   -  AHMEEK (1980)
 SG0179
 SG0179                         *CURRENT SURVEY CONTROL
 SG0179  ___________________________________________________________________
 SG0179* NAD 83(1994)-  47 18 07.31864(N)    088 23 53.91629(W)     ADJUSTED  
 SG0179* NAVD 88     -       267.     (meters)     876.     (feet)  SCALED    
 SG0179  ___________________________________________________________________
 SG0179  LAPLACE CORR-         -13.11  (seconds)                    DEFLEC99
 SG0179  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 SG0179
 SG0179  HORZ ORDER  -  THIRD
 SG0179
 SG0179.The horizontal coordinates were established by classical geodetic methods
 SG0179.and adjusted by the National Geodetic Survey in February 1997..
 SG0179
 SG0179.The orthometric height was scaled from a topographic map.
 SG0179
 SG0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0179
 SG0179.The geoid height was determined by GEOID03.
 SG0179
 SG0179;                    North         East     Units Scale Factor Converg.
 SG0179;SPC MI N     -   280,889.265 7,894,249.987   MT  1.00006078   -1 00 38.5
 SG0179;SPC MI N     -   921,552.71 25,899,770.30   iFT  1.00006078   -1 00 38.5
 SG0179;UTM  16      - 5,239,676.902   394,294.058   MT  0.99973732   -1 01 40.0
 SG0179
 SG0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0179!SPC MI N     -   0.99996353  x   1.00006078  =   1.00002431
 SG0179!UTM  16      -   0.99996353  x   0.99973732  =   0.99970086
 SG0179
 SG0179:                Primary Azimuth Mark                     Grid Az
 SG0179:SPC MI N     -  CALUMET FIRE TOWER MIGS 1934             189 58 05.6
 SG0179:UTM  16      -  CALUMET FIRE TOWER MIGS 1934             189 59 07.1
 SG0179
 SG0179|---------------------------------------------------------------------|
 SG0179| PID    Reference Object                     Distance      Geod. Az  |
 SG0179|                                                           dddmmss.s |
 SG0179| SG0183 CALUMET FIRE TOWER MIGS 1934        APPROX. 5.8 KM 1885727.1 |
 SG0179| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 7.3 KM 2094028.2 |
 SG0179|---------------------------------------------------------------------|
 SG0179
 SG0179                          SUPERSEDED SURVEY CONTROL
 SG0179
 SG0179  NAD 83(1986)-  47 18 07.31253(N)    088 23 53.88826(W) AD(       ) 3
 SG0179  NAD 27      -  47 18 07.57000(N)    088 23 53.47000(W) AD(       ) 3
 SG0179
 SG0179.Superseded values are not recommended for survey control.
 SG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0179.See file dsdata.txt to determine how the superseded data were derived.
 SG0179
 SG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9429439677(NAD 83)
 SG0179_MARKER: DD = SURVEY DISK
 SG0179_SETTING: 66 = SET IN ROCK OUTCROP
 SG0179_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SG0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0179
 SG0179  HISTORY     - Date     Condition        Report By
 SG0179  HISTORY     - 1934     MONUMENTED       MIGS
 SG0179  HISTORY     - 20010823 MARK NOT FOUND   MIDT
 SG0179  HISTORY     - 20041009 MARK NOT FOUND   GEOCAC
 SG0179
 SG0179                          STATION DESCRIPTION
 SG0179
 SG0179'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0179'NORTH OF AHMEEK VILLAGE, IN SEC. 29, T. 57 N., R. 32 W.,
 SG0179'56 FEET UP THE HILL FROM THE BREAK OF THE BANK ON THE EAST
 SG0179'SIDE OF THE ROAD (CONTINUATION OF PALLMAN STREET), 166.9 FEET
 SG0179'S. 58 DEG 5 MIN W. OF THE SOUTHWEST CORNER OF A 2.6- BY
 SG0179'3.0-FOOT CONCRETE PIER WITH A 6-INCH HOLE IN IT, WHICH IS
 SG0179'A FEW FEET WEST OF AN OLD CEMENT WATER TANK.
 SG0179'
 SG0179'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD
 SG0179'COPPER HARBOR TO THE POINT WHERE THE PRINCIPAL STREET (HUBBELL
 SG0179'STREET) OF AHMEEK VILLAGE CROSSES THE HIGHWAY, TURN WEST
 SG0179'ON TO HUBBELL STREET AND DRIVE 0.2 MILE WESTERLY TO POLLMAN
 SG0179'STREET.  TURN NORTH ON POLLMAN STREET AND DRIVE 0.3 MILE
 SG0179'ON THIS STREET AND ITS CONTINUATION TO A POINT ABREAST THE OLD
 SG0179'CEMENT WATER TANK, WHICH IS ON THE HILL EASTERLY FROM THE
 SG0179'ROAD, WALK UP THE SLOPE OF THE HILL TOWARD THE TANK AND THE
 SG0179'STATION.
 SG0179'
 SG0179'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0179'DISK SET IN OUTCROPPING BEDROCK.
 SG0179'
 SG0179'EITHER THE CENTER OF THE CAB AT CALUMET FIRE TOWER OR THE
 SG0179'LARGE STACK AT THE SUPERIOR BOILER HOUSE (CALUMET AND HECLA
 SG0179'COMPANY) IN CALUMET MAY BE USED AS AZIMUTH MARK FOR STATION
 SG0179'AHMEEK.
 SG0179
 SG0179                          STATION RECOVERY (2001)
 SG0179
 SG0179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0179'MARK NOT FOUND.
 SG0179
 SG0179                          STATION RECOVERY (2004)
 SG0179
 SG0179'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 SG0179'ONLY CONCRETE RUINS FOR OLD TANK FOUND, NEW STEEL TANK SW. SEVERAL
 SG0179'HOURS OF SEARCH USING DGPS, DISTANCE AND BEARING FROM OLD RUINS FAILED
 SG0179'TO REVEAL THE MARK.  LOCATION FALLS NEAR A POWER LINE SERVING THE
 SG0179'WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0040 ***********************************************************************
 QL0040  DESIGNATION -  AIRPORT
 QL0040  PID         -  QL0040
 QL0040  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0040  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0040
 QL0040                         *CURRENT SURVEY CONTROL
 QL0040  ___________________________________________________________________
 QL0040* NAD 83(1994)-  45 58 14.43304(N)    086 10 31.63283(W)     ADJUSTED  
 QL0040* NAVD 88     -       206.600  (meters)     677.82   (feet)  ADJUSTED  
 QL0040  ___________________________________________________________________
 QL0040  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 QL0040  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QL0040  DYNAMIC HT  -         206.607 (meters)     677.84  (feet)  COMP
 QL0040  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 QL0040
 QL0040  HORZ ORDER  -  SECOND
 QL0040  VERT ORDER  -  FIRST     CLASS 0
 QL0040
 QL0040.This mark is at Schoolcraft County Airport (ISQ)
 QL0040
 QL0040.The horizontal coordinates were established by classical geodetic methods
 QL0040.and adjusted by the National Geodetic Survey in February 1997..
 QL0040
 QL0040.The orthometric height was determined by differential leveling
 QL0040.and adjusted by the National Geodetic Survey in June 1991..
 QL0040
 QL0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0040
 QL0040.The geoid height was determined by GEOID03.
 QL0040
 QL0040.The dynamic height is computed by dividing the NAVD 88
 QL0040.geopotential number by the normal gravity value computed on the
 QL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0040.degrees latitude (g = 980.6199 gals.).
 QL0040
 QL0040.The modeled gravity was interpolated from observed gravity values.
 QL0040
 QL0040;                    North         East     Units Scale Factor Converg.
 QL0040;SPC MI N     -   132,298.497 8,063,899.417   MT  0.99991783   +0 35 45.5
 QL0040;SPC MI N     -   434,050.19 26,456,362.92   iFT  0.99991783   +0 35 45.5
 QL0040;UTM  16      - 5,091,119.879   563,880.187   MT  0.99965016   +0 35 34.3
 QL0040
 QL0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0040!SPC MI N     -   0.99997315  x   0.99991783  =   0.99989098
 QL0040!UTM  16      -   0.99997315  x   0.99965016  =   0.99962332
 QL0040
 QL0040|---------------------------------------------------------------------|
 QL0040| PID    Reference Object                     Distance      Geod. Az  |
 QL0040|                                                           dddmmss.s |
 QL0040| QL0041 AIRPORT RM 1                         29.180 METERS 00319     |
 QL0040| QL0588 AIRPORT AZ MK                       APPROX. 1.0 KM 0192517.1 |
 QL0040| QL0584 MANISTIQUE HIGH SCHOOL STACK        APPROX. 5.6 KM 2554455.5 |
 QL0040| QL0586 MANISTIQUE RADIO KQG 653 MAST       APPROX. 5.2 KM 2623826.7 |
 QL0040| QL0583 MANISTIQUE GREY STACK               APPROX. 5.5 KM 2662855.9 |
 QL0040| QL0039 AIRPORT RM 2                         27.913 METERS 27137     |
 QL0040| RK0623 MANISTIQUE LOOKOUT TOWER            APPROX. 5.5 KM 3533422.5 |
 QL0040|---------------------------------------------------------------------|
 QL0040
 QL0040                          SUPERSEDED SURVEY CONTROL
 QL0040
 QL0040  NAD 83(1986)-  45 58 14.42716(N)    086 10 31.62923(W) AD(       ) 2
 QL0040  NAD 27      -  45 58 14.53233(N)    086 10 31.12526(W) AD(       ) 2
 QL0040  NGVD 29 (??/??/92)  206.631  (m)          677.92   (f) ADJ UNCH    1 0
 QL0040
 QL0040.Superseded values are not recommended for survey control.
 QL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0040.See file dsdata.txt to determine how the superseded data were derived.
 QL0040
 QL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6388091120(NAD 83)
 QL0040_MARKER: DS = TRIANGULATION STATION DISK
 QL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0040_STAMPING: AIRPORT 1965
 QL0040_MARK LOGO: CGS   
 QL0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0040+STABILITY: SURFACE MOTION
 QL0040
 QL0040  HISTORY     - Date     Condition        Report By
 QL0040  HISTORY     - 1965     MONUMENTED       CGS
 QL0040  HISTORY     - 1971     SEE DESCRIPTION  USGS
 QL0040  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0040  HISTORY     - 1972     GOOD             NGS
 QL0040  HISTORY     - 1977     GOOD             MIDH
 QL0040  HISTORY     - 19950207 GOOD             LOCENG
 QL0040
 QL0040                          STATION DESCRIPTION
 QL0040
 QL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0040'THE STATION IS LOCATED AT THE SCHOOLCRAFT COUNTY AIRPORT, 3-1/2 MILES
 QL0040'EAST OF MANISTIQUE, 8
 QL0040'MILES WEST-SOUTHWEST OF GULLIVER, AND ON PROPERTY OWNED BY THE
 QL0040'COUNTY.
 QL0040'
 QL0040'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GULLIVER, GO WESTERLY
 QL0040'ON U.S. HIGHWAY 2 FOR 8.15 MILES
 QL0040'TO A SMALL HANGAR ON THE RIGHT, JUST AFTER PASSING A DRIVE-IN THEATRE
 QL0040'ON THE LEFT, AND THE STATION 563
 QL0040'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HANGAR.
 QL0040'
 QL0040'STATION MARKS ARE STANDARD DISKS STAMPED AIRPORT 1965.  THE SURFACE
 QL0040'DISK IS SET IN A ROUND CONCRETE
 QL0040'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 101
 QL0040'FEET EAST OF THE CENTER OF A DIRT
 QL0040'ROAD, 96 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL
 QL0040'BUILDING, 95 FEET EAST-NORTHEAST OF A 30 INCH PINE
 QL0040'TREE, AND 74 FEET SOUTHEAST OF A TWIN
 QL0040'TRUNKED 24 INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN
 QL0040'IRREGULAR MASS OF CONCRETE 48 INCHES
 QL0040'BELOW THE SURFACE OF THE GROUND.
 QL0040'
 QL0040'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AIRPORT NO 1 1965, IS
 QL0040'SET IN A ROUND CONCRETE
 QL0040'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 60
 QL0040'FEET NORTHEAST OF THE TWIN TRUNKED 24
 QL0040'INCH PINE TREE, AND 5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 QL0040'SMALL BUILDING.
 QL0040'
 QL0040'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AIRPORT NO 2 1965, IS
 QL0040'SET IN A ROUND CONCRETE
 QL0040'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 123
 QL0040'FEET SOUTHWEST OF THE SOUTHWEST CORNER
 QL0040'OF THE SMALL BUILDING, 51 FEET SOUTH OF A 26 INCH PINE
 QL0040'TREE, 30 FEET NORTH OF THE 30 INCH PINE
 QL0040'TREE, AND 9 FEET EAST OF THE CENTER OF THE DIRT
 QL0040'ROAD.
 QL0040'
 QL0040'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1965, IS SET IN A ROUND
 QL0040'CONCRETE MONUMENT WHICH
 QL0040'PROJECTS 2 INCHES.  IT IS 63 FEET EAST OF THE CENTER OF A GRASS
 QL0040'RUNWAY STRIP, AND 2 FEET SOUTH OF
 QL0040'A METAL WITNESS POST.
 QL0040'
 QL0040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A GRASS
 QL0040'RUNWAY STRIP FOR 0.55 MILE TO
 QL0040'THE NORTH END OF THE STRIP AND THE AZIMUTH MARK ON THE RIGHT.
 QL0040'
 QL0040'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0040
 QL0040                          STATION RECOVERY (1971)
 QL0040
 QL0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 QL0040'AIRPORT AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 QL0040'
 QL0040'DISTANCES AND DIRECTIONS CHECKED O.K.
 QL0040'
 QL0040'ORIGINAL DESCRIPTION IS ADEQUATE.
 QL0040
 QL0040                          STATION RECOVERY (1972)
 QL0040
 QL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0040'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 QL0040'IN GOOD CONDITION.
 QL0040'
 QL0040'THE AZIMUTH MARK WAS NOT LEVELED TO BY PARTY G-37 IN 1972.
 QL0040'
 QL0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.65 MILES EAST OF
 QL0040'MANISTIQUE.
 QL0040
 QL0040                          STATION RECOVERY (1972)
 QL0040
 QL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0040'4.6 MI E FROM MANISTIQUE.
 QL0040'ABOUT 4.15 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0040'AT MANISTIQUE, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD TO
 QL0040'TIMBER AREA, ALONG THE WEST SIDE OF THE SCHOOLCRAFT AIRPORT,
 QL0040'99 FEET EAST OF THE CENTER LINE OF THE TRACK ROAD, 96 FEET SOUTH
 QL0040'OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 20 FEET EAST OF A
 QL0040'METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST FLUSH
 QL0040'WITH THE LEVEL OF THE GROUND.  SECTION 3, T41N, R 15W
 QL0040
 QL0040                          STATION RECOVERY (1977)
 QL0040
 QL0040'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0040'STATION MARK,REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QL0040'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 QL0040'
 QL0040'TO REACH THE STATION FROM THE NEW COURTHOUSE IN MANISTIQUE, GO SOUTH
 QL0040'ON MAPLE STREET (EX. US-2) 0.3 MILES TO BLINKER LIGHT, CONTINUE
 QL0040'EASTERLY ON US-2 FOR 4.3 MILES TO THE WEST DRIVE ENTRANCE TO
 QL0040'SCHOOLCRAFT COUNTY AIRPORT, THEN TURN LEFT AND GO NORTH ON DRIVE 0.1
 QL0040'MILE TO NORTHWEST CORNER OF BLACKTOP AIRPLANE TIE DOWN PAD.  THEN
 QL0040'NORTHWEST FROM CORNER OF BLACKTOP 188 FEET TO STATION NEAR EDGE  OF
 QL0040'PINE TREES.
 QL0040'
 QL0040'TO REACH THE AZIMUTH GO NORTHWEST FROM THE NORTHWEST CORNER OF
 QL0040'NORTH-SOUTH BLACKTOP RUNWAY 509 FEET TO MARK.
 QL0040
 QL0040                          STATION RECOVERY (1995)
 QL0040
 QL0040'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 QL0040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1788 ***********************************************************************
 NF1788  DESIGNATION -  AIRPORT
 NF1788  PID         -  NF1788
 NF1788  STATE/COUNTY-  MI/CALHOUN
 NF1788  USGS QUAD   -  BATTLE CREEK (1985)
 NF1788
 NF1788                         *CURRENT SURVEY CONTROL
 NF1788  ___________________________________________________________________
 NF1788* NAD 83(1994)-  42 18 20.58991(N)    085 14 18.90577(W)     ADJUSTED  
 NF1788* NAVD 88     -       283.2    (meters)     929.     (feet)  VERTCON   
 NF1788  ___________________________________________________________________
 NF1788  X           -     392,156.609 (meters)                     COMP
 NF1788  Y           -  -4,708,090.139 (meters)                     COMP
 NF1788  Z           -   4,270,947.115 (meters)                     COMP
 NF1788  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 NF1788  ELLIP HEIGHT-         249.87  (meters)          (07/17/02) GPS OBS
 NF1788  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NF1788
 NF1788  HORZ ORDER  -  FIRST
 NF1788  ELLP ORDER  -  FOURTH    CLASS I
 NF1788
 NF1788.The horizontal coordinates were established by GPS observations
 NF1788.and adjusted by the National Geodetic Survey in February 1997..
 NF1788
 NF1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1788
 NF1788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1788
 NF1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1788
 NF1788.The ellipsoidal height was determined by GPS observations
 NF1788.and is referenced to NAD 83.
 NF1788
 NF1788.The geoid height was determined by GEOID03.
 NF1788
 NF1788;                    North         East     Units Scale Factor Converg.
 NF1788;SPC MI S     -    89,870.051 3,928,112.047   MT  0.99995764   -0 35 36.1
 NF1788;SPC MI S     -   294,849.25 12,887,506.72   iFT  0.99995764   -0 35 36.1
 NF1788;UTM  16      - 4,685,223.096   645,178.065   MT  0.99985933   +1 11 08.8
 NF1788
 NF1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1788!SPC MI S     -   0.99996081  x   0.99995764  =   0.99991845
 NF1788!UTM  16      -   0.99996081  x   0.99985933  =   0.99982015
 NF1788
 NF1788                          SUPERSEDED SURVEY CONTROL
 NF1788
 NF1788  ELLIP H (02/03/97)  249.88   (m)                       GP(       ) 4 1
 NF1788  NAD 83(1986)-  42 18 20.59000(N)    085 14 18.91964(W) AD(       ) 1
 NF1788  NGVD 29 (09/14/93)  283.4    (m)          930.     (f) GPS OBS        
 NF1788
 NF1788.Superseded values are not recommended for survey control.
 NF1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1788.See file dsdata.txt to determine how the superseded data were derived.
 NF1788
 NF1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4517885223(NAD 83)
 NF1788_MARKER: I = METAL ROD
 NF1788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1788_SP_SET: STAINLESS STEEL ROD
 NF1788_STAMPING: AIRPORT 1992
 NF1788_MARK LOGO: HOLDEN
 NF1788_PROJECTION: FLUSH
 NF1788_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1788+STABILITY: POSITION/ELEVATION WELL
 NF1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1788+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2005
 NF1788_ROD/PIPE-DEPTH: 8.8  meters
 NF1788
 NF1788  HISTORY     - Date     Condition        Report By
 NF1788  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1788  HISTORY     - 20011128 GOOD             NGS
 NF1788  HISTORY     - 20031018 GOOD             USPSQD
 NF1788  HISTORY     - 20050825 GOOD             USPSQD
 NF1788
 NF1788                          STATION DESCRIPTION
 NF1788
 NF1788'DESCRIBED BY HOLDEN GPS 1992
 NF1788'STATION IS LOCATED ABOUT 2 3/4 MILES NORTH OF THE I-94 INTERCHANGE
 NF1788'WITH HELMER ROAD, 4 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1788'M-66, 2 MILES NORTHWEST OF THE CENTER OF GOGUAC LAKE AND 1/2 MILE
 NF1788'NORTH OF COLUMBIA AVENUE, IN QUAD 420852. IT CAN BE PLOTTED ON THE
 NF1788'USGS QUADRANGLE MAP BATTLE CREEK IN THE SW 1/4 OF SECTION 10 T2S,R8W,
 NF1788'BATTLE CREEK TOWNSHIP.
 NF1788'TO REACH FROM THE I-94 INTERCHANGE WITH HELMER ROAD, GO NORTH ON
 NF1788'HELMER ROAD 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT.
 NF1788'STATION IS 33 FT (10.1 M) NORTHEAST FROM A FIRE HYDRANT, 16 FT
 NF1788'(4.9 M) SOUTH FROM A SIGN FOR TERRITORIAL ROAD, 2 FT (0.6 M) WEST OF
 NF1788'THE CURB, 100 FT (30.5 M) WEST OF THE CHAIN LINK FENCE AROUND THE
 NF1788'AIRPORT AND 375 FT (114.3 M) NORTH OF THE CENTER OF TERRITORIAL ROAD.
 NF1788'STATION IS GROUND VISIBLE WITH STATION ANDREWS 1048 M (3438.3 FT)
 NF1788'SOUTH.
 NF1788
 NF1788                          STATION RECOVERY (2001)
 NF1788
 NF1788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1788'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1788
 NF1788                          STATION RECOVERY (2003)
 NF1788
 NF1788'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1788'MARK IS NOW 23' EAST OF A FENCE AND CARSITE WITNESS POST.
 NF1788
 NF1788                          STATION RECOVERY (2005)
 NF1788
 NF1788'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1788'THE ENVIRONS HAVE CHANGED. ALSO, THE CARSITE WITNESS POST IS GONE.
 NF1788'A MORE CURRENT DESCRIPTION WOULD BE AS FOLLOWS
 NF1788' 
 NF1788'TO REACH FROM THE I94 INTERCHANGE WITH HELMER ROAD, GO NORTH ON HELMER
 NF1788'ROAD 2.7 MI (4.3 KM) TO THE STATION ON THE LEFT. STATION IS 404 FT.
 NF1788'NORTH OF THE CENTER OF THE TERRITORIAL ROAD EXTENSION INTO THE
 NF1788'AIRLPORT, 34 FT. NORTHEAST OF A FIRE HYDRANT, 23 FT. EAST OF THE
 NF1788'AIRLPORT CHAIN LINK FENCE AND 2 FT. WEST OF THE HELMER ROAD WEST CURB.
 NF1788' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1520 ***********************************************************************
 NE1520  DESIGNATION -  AIRPORT BCN BISHOP APT FLINT
 NE1520  PID         -  NE1520
 NE1520  STATE/COUNTY-  MI/GENESEE
 NE1520  USGS QUAD   -  FLINT SOUTH (1975)
 NE1520
 NE1520                         *CURRENT SURVEY CONTROL
 NE1520  ___________________________________________________________________
 NE1520* NAD 83(1994)-  42 58 21.80979(N)    083 44 16.95703(W)     ADJUSTED  
 NE1520* NAVD 88     -                                                        
 NE1520  ___________________________________________________________________
 NE1520  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NE1520  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NE1520
 NE1520  HORZ ORDER  -  THIRD
 NE1520
 NE1520.This mark is at Bishop Intl Airport (FNT)
 NE1520
 NE1520.The horizontal coordinates were established by classical geodetic methods
 NE1520.and adjusted by the National Geodetic Survey in February 1997..
 NE1520
 NE1520
 NE1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1520
 NE1520.The geoid height was determined by GEOID03.
 NE1520
 NE1520;                    North         East     Units Scale Factor Converg.
 NE1520;SPC MI S     -   163,778.208 4,051,276.007   MT  0.99990805   +0 25 40.1
 NE1520;SPC MI S     -   537,330.08 13,291,587.95   iFT  0.99990805   +0 25 40.1
 NE1520;UTM  17      - 4,761,423.999   276,721.745   MT  1.00021334   -1 52 01.8
 NE1520
 NE1520                          SUPERSEDED SURVEY CONTROL
 NE1520
 NE1520  NAD 83(1986)-  42 58 21.80801(N)    083 44 16.98318(W) AD(       ) 4
 NE1520  NAD 27      -  42 58 21.70900(N)    083 44 17.13700(W) AD(       ) 3
 NE1520
 NE1520.Superseded values are not recommended for survey control.
 NE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1520.See file dsdata.txt to determine how the superseded data were derived.
 NE1520
 NE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7672261424(NAD 83)
 NE1520
 NE1520  HISTORY     - Date     Condition        Report By
 NE1520  HISTORY     - 1959     MONUMENTED       CGS
 NE1520  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1520  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1520  HISTORY     - 1975     GOOD             NGS
 NE1520  HISTORY     - 1978     GOOD             NGS
 NE1520  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE1520  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE1520
 NE1520                          STATION DESCRIPTION
 NE1520
 NE1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1520'THE STATION IS LOCATED ON THE NORTH GABLE OF THE MOST WESTERLY OF
 NE1520'THREE BRICK
 NE1520'HANGARS AT THE BISHOP AIRPORT, NEAR FLINT, MICHIGAN.
 NE1520'A STANDARD AIRCRAFT BEACON
 NE1520'ATOP A SMALL STEEL TOWER, HELD IN PLACE
 NE1520'ON THE GABLE BY FOUR GUY WIRES.
 NE1520
 NE1520                          STATION RECOVERY (1965)
 NE1520
 NE1520'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FBM)
 NE1520'THIS STATION WAS RECOVERED AS DESCRIBED.
 NE1520
 NE1520                          STATION RECOVERY (1971)
 NE1520
 NE1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1520'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1520'
 NE1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE1520
 NE1520                          STATION RECOVERY (1975)
 NE1520
 NE1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE1520'STATION RECOVERED AS DESCRIBED.
 NE1520'
 NE1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE1520
 NE1520                          STATION RECOVERY (1978)
 NE1520
 NE1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 NE1520'RECOVERED AS DESCRIBED.
 NE1520'
 NE1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FLINT.
 NE1520
 NE1520                          STATION RECOVERY (2001)
 NE1520
 NE1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1520'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1520
 NE1520                          STATION RECOVERY (2005)
 NE1520
 NE1520'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1444 ***********************************************************************
 NF1444  DESIGNATION -  AIRPORT BCN CAPITOL CITY APT
 NF1444  PID         -  NF1444
 NF1444  STATE/COUNTY-  MI/CLINTON
 NF1444  USGS QUAD   -  LANSING NORTH (1980)
 NF1444
 NF1444                         *CURRENT SURVEY CONTROL
 NF1444  ___________________________________________________________________
 NF1444* NAD 83(1994)-  42 46 32.07478(N)    084 36 06.60219(W)     ADJUSTED  
 NF1444* NAVD 88     -                                                        
 NF1444  ___________________________________________________________________
 NF1444  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 NF1444  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1444
 NF1444  HORZ ORDER  -  THIRD
 NF1444
 NF1444.This mark is at Capital City Airport (LAN)
 NF1444
 NF1444.The horizontal coordinates were established by classical geodetic methods
 NF1444.and adjusted by the National Geodetic Survey in February 1997..
 NF1444
 NF1444
 NF1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1444
 NF1444.The geoid height was determined by GEOID03.
 NF1444
 NF1444;                    North         East     Units Scale Factor Converg.
 NF1444;SPC MI S     -   141,714.390 3,980,756.373   MT  0.99990869   -0 09 36.1
 NF1444;SPC MI S     -   464,942.22 13,060,224.32   iFT  0.99990869   -0 09 36.1
 NF1444;UTM  16      - 4,738,682.602   696,185.004   MT  1.00007353   +1 37 45.1
 NF1444
 NF1444                          SUPERSEDED SURVEY CONTROL
 NF1444
 NF1444  NAD 83(1986)-  42 46 32.07266(N)    084 36 06.62040(W) AD(       ) 4
 NF1444  NAD 27      -  42 46 31.94670(N)    084 36 06.68560(W) AD(       ) 3
 NF1444
 NF1444.Superseded values are not recommended for survey control.
 NF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1444.See file dsdata.txt to determine how the superseded data were derived.
 NF1444
 NF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9618538683(NAD 83)
 NF1444_MARKER: 21 = AIRPORT BEACON
 NF1444
 NF1444  HISTORY     - Date     Condition        Report By
 NF1444  HISTORY     - 1994     FIRST OBSERVED   NGS
 NF1444  HISTORY     - 1980     GOOD             NGS
 NF1444  HISTORY     - 19940628 GOOD             NGS
 NF1444
 NF1444                          STATION DESCRIPTION
 NF1444
 NF1444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (JCL)
 NF1444'(LANSING CAPITAL CITY AIRPORT BEACON 1932 HAS BEEN DESTROYED.  THE
 NF1444'TOWER WAS TAKEN DOWN AND A NEW TOWER WAS BUILT AT A NEW LOCATION
 NF1444'IN 1960).  THE STATION IS THE BEACON LIGHT OF THE AIRPORT BEACON
 NF1444'LANSING CAPITAL CITY AIRPORT.  IT IS A STANDARD AIRPORT BEACON
 NF1444'ATOP A FOUR LEGGED, SKELETON STEEL TOWER, PAINTED ALTERNATELY
 NF1444'RED AND WHITE AND APPROXIMATELY 60 FEET HIGH.
 NF1444'
 NF1444'LOCATED 3.5 MILES NORTHWEST OF THE CENTER OF LANSING, 260 FEET
 NF1444'EAST OF THE CENTER LINE OF AIRPORT ROAD, AND ON THE WEST SIDE OF THE
 NF1444'CAPITAL CITY AIRPORT.
 NF1444
 NF1444                          STATION RECOVERY (1980)
 NF1444
 NF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1444'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1444'
 NF1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1444'AIRPORT.
 NF1444
 NF1444                          STATION RECOVERY (1994)
 NF1444
 NF1444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF1444'THE AIRPORT BEACON IS LOCATED NEAR THE FIRE STATION COMPLEX ON THE
 NF1444'NORTH SIDE OF THE AIRPORT.  IT IS A STANDARD GREEN AND WHITE ROTATING
 NF1444'BEACON MOUNTED ATOP A POLE MARKED WITH ALTERNATING RED AND WHITE
 NF1444'PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1327 ***********************************************************************
 NE1327  DESIGNATION -  AIRPORT BCN DETROIT CITY APT
 NE1327  PID         -  NE1327
 NE1327  STATE/COUNTY-  MI/WAYNE
 NE1327  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1327
 NE1327                         *CURRENT SURVEY CONTROL
 NE1327  ___________________________________________________________________
 NE1327* NAD 83(1994)-  42 24 23.03507(N)    083 00 05.49276(W)     ADJUSTED  
 NE1327* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 NE1327  ___________________________________________________________________
 NE1327  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NE1327  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE1327
 NE1327  HORZ ORDER  -  THIRD
 NE1327
 NE1327.This mark is at Detroit City Airport (DET)
 NE1327
 NE1327.The horizontal coordinates were established by classical geodetic methods
 NE1327.and adjusted by the National Geodetic Survey in February 1997..
 NE1327
 NE1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1327
 NE1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1327
 NE1327.The geoid height was determined by GEOID03.
 NE1327
 NE1327;                    North         East     Units Scale Factor Converg.
 NE1327;SPC MI S     -   101,591.725 4,112,368.956   MT  0.99994155   +0 55 44.5
 NE1327;SPC MI S     -   333,306.18 13,492,024.13   iFT  0.99994155   +0 55 44.5
 NE1327;UTM  17      - 4,696,840.323   335,294.211   MT  0.99993378   -1 21 00.4
 NE1327
 NE1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1327!SPC MI S     -   0.99997576  x   0.99994155  =   0.99991731
 NE1327!UTM  17      -   0.99997576  x   0.99993378  =   0.99990954
 NE1327
 NE1327:                Primary Azimuth Mark                     Grid Az
 NE1327:SPC MI S     -  DET CITY APT AUX CONT PT Z               145 56 37.5
 NE1327:UTM  17      -  DET CITY APT AUX CONT PT Z               148 13 22.4
 NE1327
 NE1327|---------------------------------------------------------------------|
 NE1327| PID    Reference Object                     Distance      Geod. Az  |
 NE1327|                                                           dddmmss.s |
 NE1327| NE1119 DET CITY APT AUX CONT PT Z          APPROX. 1.8 KM 1465222.0 |
 NE1327| NE1325 DETROIT CITY APT AP STA A           296.711 METERS 27123     |
 NE1327| NE1319 DETROIT CHRYSLER CORP ANTENNA       APPROX. 1.0 KM 2782151.2 |
 NE1327| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 5.3 KM 3241124.2 |
 NE1327| NE1326 DETROIT CITY AIRPORT DF             335.759 METERS 32646     |
 NE1327| NE1328 DETROIT APT PT D TBM                241.092 METERS 33439     |
 NE1327| NE1318 NORTHEAST WATER DCS 1960            APPROX. 4.3 KM 3464259.9 |
 NE1327|---------------------------------------------------------------------|
 NE1327
 NE1327                          SUPERSEDED SURVEY CONTROL
 NE1327
 NE1327  NAD 83(1986)-  42 24 23.04209(N)    083 00 05.52557(W) AD(       ) 3
 NE1327  NAD 27      -  42 24 22.90277(N)    083 00 05.80700(W) AD(       ) 3
 NE1327  NGVD 29 (07/19/86)  189.2    (m)          621.     (f) VERT ANG       
 NE1327
 NE1327.Superseded values are not recommended for survey control.
 NE1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1327.See file dsdata.txt to determine how the superseded data were derived.
 NE1327
 NE1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3529496840(NAD 83)
 NE1327_MARKER: 21 = AIRPORT BEACON
 NE1327
 NE1327  HISTORY     - Date     Condition        Report By
 NE1327  HISTORY     - 1966     FIRST OBSERVED   CGS
 NE1327  HISTORY     - 1971     GOOD             NGS
 NE1327  HISTORY     - 1979     GOOD             NGS
 NE1327  HISTORY     - 1988     GOOD             USPSQD
 NE1327  HISTORY     - 19900915 GOOD             NGS
 NE1327  HISTORY     - 19991004 GOOD             USPSQD
 NE1327
 NE1327                          STATION DESCRIPTION
 NE1327
 NE1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1327'THE STATION IS AT DETROIT CITY AIRPORT,
 NE1327'ON TOP OF THE
 NE1327'CONTROL TOWER LOCATED AT
 NE1327'THE NORTH END OF THE OLD
 NE1327'TERMINAL BUILDING
 NE1327'AT THE SOUTHEAST END OF THE FIELD.
 NE1327'THE STATION IS THE CENTER OF THE STANDARD
 NE1327'GREEN AND
 NE1327'WHITE ROTATING BEACON.
 NE1327
 NE1327                          STATION RECOVERY (1971)
 NE1327
 NE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1327'STATION RECOVERED AS DESCRIBED.
 NE1327'
 NE1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1327
 NE1327                          STATION RECOVERY (1979)
 NE1327
 NE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1327'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1327'
 NE1327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT
 NE1327'CITY AIRPORT.
 NE1327
 NE1327                          STATION RECOVERY (1988)
 NE1327
 NE1327'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1327'RECOVERED IN GOOD CONDITION.
 NE1327
 NE1327                          STATION RECOVERY (1990)
 NE1327
 NE1327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DRM)
 NE1327'THE STATION IS AT DETROIT CITY AIRPORT, ON TOP OF THE CONTROL TOWER
 NE1327'LOCATED AT THE NORTH END OF THE OLD TERMINAL BUILDING AT THE SOUTHEAST
 NE1327'END OF THE FIELD.  THE STATION IS THE CENTER OF THE STANDARD GREEN AND
 NE1327'WHITE ROTATING BEACON.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA
 NE1327'1159.
 NE1327
 NE1327                          STATION RECOVERY (1999)
 NE1327
 NE1327'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0767 ***********************************************************************
 QK0767  DESIGNATION -  AIRPORT BCN EMMET CO APT 1956
 QK0767  PID         -  QK0767
 QK0767  STATE/COUNTY-  MI/EMMET
 QK0767  USGS QUAD   -  
 QK0767
 QK0767                         *CURRENT SURVEY CONTROL
 QK0767  ___________________________________________________________________
 QK0767* NAD 83(1994)-  45 34 11.11603(N)    084 47 05.83988(W)     ADJUSTED  
 QK0767* NAVD 88     -                                                        
 QK0767  ___________________________________________________________________
 QK0767  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QK0767  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0767
 QK0767  HORZ ORDER  -  THIRD
 QK0767
 QK0767.This mark is at Pellston Airport (PLN)
 QK0767
 QK0767.The horizontal coordinates were established by classical geodetic methods
 QK0767.and adjusted by the National Geodetic Survey in February 1997..
 QK0767
 QK0767
 QK0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0767
 QK0767.The geoid height was determined by GEOID03.
 QK0767
 QK0767;                    North         East     Units Scale Factor Converg.
 QK0767;SPC MI C     -   250,452.902 5,967,348.789   MT  0.99997249   -0 17 43.7
 QK0767;SPC MI C     -   821,695.87 19,577,915.97   iFT  0.99997249   -0 17 43.7
 QK0767;UTM  16      - 5,048,632.463   672,839.726   MT  0.99996729   +1 34 55.8
 QK0767
 QK0767                          SUPERSEDED SURVEY CONTROL
 QK0767
 QK0767  NAD 83(1986)-  45 34 11.11059(N)    084 47 05.84085(W) AD(       ) 4
 QK0767  NAD 27      -  45 34 11.06800(N)    084 47 05.66900(W) AD(       ) 3
 QK0767
 QK0767.Superseded values are not recommended for survey control.
 QK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0767.See file dsdata.txt to determine how the superseded data were derived.
 QK0767
 QK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7284048632(NAD 83)
 QK0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0767+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 QK0767
 QK0767  HISTORY     - Date     Condition        Report By
 QK0767  HISTORY     - 1956     MONUMENTED       CGS
 QK0767  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QK0767  HISTORY     - 1968     SEE DESCRIPTION  CGS
 QK0767  HISTORY     - 20040615 GOOD             GEOCAC
 QK0767
 QK0767                          STATION DESCRIPTION
 QK0767
 QK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0767'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE VILLAGE OF
 QK0767'PELLSTON, ON THE
 QK0767'GROUNDS OF THE PELLSTON-EMMET COUNTY AIRPORT.  IT IS 330 FEET EAST OF
 QK0767'THE ENTRANCE INTO THE AIRPORT
 QK0767'OFFICE AND 120 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 QK0767'TO THE OFFICE.  IT IS A FOUR LEGGED STEEL
 QK0767'STRUCTURE 60 FEET HIGH, PAINTED IN ALTERNATE
 QK0767'SECTIONS OF RED AND WHITE, WITH A REVOLVING FLASHING WHITE
 QK0767'AND BLUE LIGHT ON THE TOP OF
 QK0767'THE STRUCTURE.
 QK0767'
 QK0767'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EMMET TO
 QK0767'THE CENTER OF THE BASE OF THE
 QK0767'AIRPORT BEACON BY INTERSECTING THE FOUR LEGS OF THE STRUCTURE, THE
 QK0767'DISTANCE BEING 161.41 FEET (49.198
 QK0767'METERS) SOUTH OF STATION EMMET.
 QK0767'
 QK0767'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO NORTH
 QK0767'ON U.S. HIGHWAY 31 FOR 1.2 MILES
 QK0767'TO THE ENTRANCE TO THE AIRPORT ON THE LEFT, WEST SIDE.  TURN LEFT
 QK0767'INTO DRIVEWAY FOR 0.05 MILE TO THE
 QK0767'STATION ON THE LEFT, SOUTH SIDE OF THE DRIVEWAY AS DESCRIBED.
 QK0767
 QK0767                          STATION RECOVERY (1962)
 QK0767
 QK0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0767'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0767
 QK0767                          STATION RECOVERY (1968)
 QK0767
 QK0767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (BMR)
 QK0767'THE INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION AS
 QK0767'ORIGINALLY DESCRIBED.
 QK0767'
 QK0767'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE NORTH OF
 QK0767'PELLSTON
 QK0767
 QK0767                          STATION RECOVERY (2004)
 QK0767
 QK0767'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QK0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0478 ***********************************************************************
 QL0478  DESIGNATION -  AIRPORT BCN ESCANABA M APT ECC
 QL0478  PID         -  QL0478
 QL0478  STATE/COUNTY-  MI/DELTA
 QL0478  USGS QUAD   -  ESCANABA (1985)
 QL0478
 QL0478                         *CURRENT SURVEY CONTROL
 QL0478  ___________________________________________________________________
 QL0478* NAD 83(1994)-  45 43 24.37020(N)    087 04 59.14395(W)     ADJUSTED  
 QL0478* NAVD 88     -       200.     (meters)     656.     (feet)  SCALED    
 QL0478  ___________________________________________________________________
 QL0478  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QL0478  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 QL0478
 QL0478  HORZ ORDER  -  SECOND
 QL0478
 QL0478.This mark is at Delta County Airport (ESC)
 QL0478
 QL0478.The horizontal coordinates were established by classical geodetic methods
 QL0478.and adjusted by the National Geodetic Survey in February 1997..
 QL0478
 QL0478.The orthometric height was scaled from a topographic map.
 QL0478
 QL0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0478
 QL0478.The geoid height was determined by GEOID03.
 QL0478
 QL0478;                    North         East     Units Scale Factor Converg.
 QL0478;SPC MI N     -   104,491.125 7,993,531.472   MT  0.99995060   -0 03 36.2
 QL0478;SPC MI N     -   342,818.65 26,225,496.96   iFT  0.99995060   -0 03 36.2
 QL0478;UTM  16      - 5,063,323.458   493,533.738   MT  0.99960051   -0 03 34.2
 QL0478
 QL0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0478!SPC MI N     -   0.99997427  x   0.99995060  =   0.99992487
 QL0478!UTM  16      -   0.99997427  x   0.99960051  =   0.99957479
 QL0478
 QL0478                          SUPERSEDED SURVEY CONTROL
 QL0478
 QL0478  NAD 83(1986)-  45 43 24.36816(N)    087 04 59.14277(W) AD(       ) 2
 QL0478  NAD 27      -  45 43 24.47300(N)    087 04 58.65200(W) AD(       ) 2
 QL0478
 QL0478.Superseded values are not recommended for survey control.
 QL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0478.See file dsdata.txt to determine how the superseded data were derived.
 QL0478
 QL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9353463323(NAD 83)
 QL0478_MARKER: 21 = AIRPORT BEACON
 QL0478_SETTING: 0 = UNSPECIFIED SETTING
 QL0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0478+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2005
 QL0478
 QL0478  HISTORY     - Date     Condition        Report By
 QL0478  HISTORY     - 1980     FIRST OBSERVED   NGS
 QL0478  HISTORY     - 19900820 GOOD             NGS
 QL0478  HISTORY     - 20050515 GOOD             GEOCAC
 QL0478
 QL0478                          STATION DESCRIPTION
 QL0478
 QL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 QL0478'THE AIRPORT BEACON IS LOCATED ON THE SOUTH SIDE OF THE DELTA COUNTY
 QL0478'AIRPORT APPROXIMATELY 200 FT (61.0 M) SOUTHWEST OF THE TERMINAL
 QL0478'BUILDING.  THE BEACON IS A STANDARD CLEAR AND GREEN ROTATING LIGHT
 QL0478'MOUNTED ATOP A RED AND WHITE ALTERNATELY PAINTED STEEL MAST.  THE
 QL0478'POINT OBSERVED WAS THE SPINDLE OF THE BEACON.  THE SPINDLE WAS NOT
 QL0478'VISABLE FROM ARP 1966 AND THE STEM OF THE OBSTRUCTION LIGHT WAS
 QL0478'OBSERVED.  THE OBSTRUCTION LIGHT IS CENTERED ON TOP OF THE BEACON
 QL0478'LIGHT.
 QL0478
 QL0478                          STATION RECOVERY (2005)
 QL0478
 QL0478'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 QL0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0479 ***********************************************************************
 QL0479  DESIGNATION -  AIRPORT BCN ESCANABA MUN APT
 QL0479  PID         -  QL0479
 QL0479  STATE/COUNTY-  MI/DELTA
 QL0479  USGS QUAD   -  ESCANABA (1985)
 QL0479
 QL0479                         *CURRENT SURVEY CONTROL
 QL0479  ___________________________________________________________________
 QL0479* NAD 83(1994)-  45 43 24.33666(N)    087 04 59.17289(W)     ADJUSTED  
 QL0479* NAVD 88     -                                                        
 QL0479  ___________________________________________________________________
 QL0479  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QL0479  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 QL0479
 QL0479  HORZ ORDER  -  THIRD
 QL0479
 QL0479.This mark is at Delta County Airport (ESC)
 QL0479
 QL0479.The horizontal coordinates were established by classical geodetic methods
 QL0479.and adjusted by the National Geodetic Survey in February 1997..
 QL0479
 QL0479
 QL0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0479
 QL0479.The geoid height was determined by GEOID03.
 QL0479
 QL0479;                    North         East     Units Scale Factor Converg.
 QL0479;SPC MI N     -   104,490.090 7,993,530.845   MT  0.99995060   -0 03 36.2
 QL0479;SPC MI N     -   342,815.26 26,225,494.90   iFT  0.99995060   -0 03 36.2
 QL0479;UTM  16      - 5,063,322.423   493,533.112   MT  0.99960051   -0 03 34.2
 QL0479
 QL0479                          SUPERSEDED SURVEY CONTROL
 QL0479
 QL0479  NAD 83(1986)-  45 43 24.33461(N)    087 04 59.17171(W) AD(       ) 4
 QL0479  NAD 27      -  45 43 24.44000(N)    087 04 58.68100(W) AD(       ) 3
 QL0479
 QL0479.Superseded values are not recommended for survey control.
 QL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0479.See file dsdata.txt to determine how the superseded data were derived.
 QL0479
 QL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9353363322(NAD 83)
 QL0479
 QL0479  HISTORY     - Date     Condition        Report By
 QL0479  HISTORY     - 1954     MONUMENTED       CGS
 QL0479  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QL0479
 QL0479                          STATION DESCRIPTION
 QL0479
 QL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0479'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF ESCANABA
 QL0479'AT THE MUNICIPAL
 QL0479'AIRPORT.  IT IS APPROXIMATELY 50 FEET HIGH, PAINTED ORANGE AND WHITE,
 QL0479'AND IT HAS A REVOLVING LIGHT AT THE
 QL0479'TOP.
 QL0479'
 QL0479'THIS STATION WAS OCCUPIED ECCENTRIC AND A POSITION WAS COMPUTED
 QL0479'THROUGH INTERSECTION STATION BY
 QL0479'MEANS OF INVERSE COMPUTATIONS.
 QL0479'
 QL0479'TO REACH FROM THE INTERSECTION OF HIGHWAYS 2, 35 AND 41 AT THE WEST
 QL0479'EDGE OF ESACANABA, GO SOUTH ON
 QL0479'HIGHWAY 35 FOR 1.4 MILES TO THE ENTRANCE TO THE AIRPORT, TURN RIGHT
 QL0479'0.2 MILE TO THE AIRPORT AND
 QL0479'THE STATION ABOUT 400 FEET EAST OF THE HANGARS.
 QL0479
 QL0479                          STATION RECOVERY (1963)
 QL0479
 QL0479'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0479'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  LOCAL INQUIRY
 QL0479'REVEALS THAT STATION HAS
 QL0479'NOT BEEN MOVED SINCE 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0666 ***********************************************************************
 QK0666  DESIGNATION -  AIRPORT BCN GAYLORD APT
 QK0666  PID         -  QK0666
 QK0666  STATE/COUNTY-  MI/OTSEGO
 QK0666  USGS QUAD   -  GAYLORD (1986)
 QK0666
 QK0666                         *CURRENT SURVEY CONTROL
 QK0666  ___________________________________________________________________
 QK0666* NAD 83(1994)-  45 01 04.18995(N)    084 41 32.11154(W)     ADJUSTED  
 QK0666* NAVD 88     -                                                        
 QK0666  ___________________________________________________________________
 QK0666  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 QK0666  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 QK0666
 QK0666  HORZ ORDER  -  THIRD
 QK0666
 QK0666.This mark is at Otsego County Airport (GLR)
 QK0666
 QK0666.The horizontal coordinates were established by classical geodetic methods
 QK0666.and adjusted by the National Geodetic Survey in February 1997..
 QK0666
 QK0666
 QK0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0666
 QK0666.The geoid height was determined by GEOID03.
 QK0666
 QK0666;                    North         East     Units Scale Factor Converg.
 QK0666;SPC MI C     -   189,084.730 5,974,338.783   MT  0.99991355   -0 13 48.0
 QK0666;SPC MI C     -   620,356.73 19,600,849.03   iFT  0.99991355   -0 13 48.0
 QK0666;UTM  16      - 4,987,521.974   681,829.366   MT  1.00000655   +1 37 58.0
 QK0666
 QK0666                          SUPERSEDED SURVEY CONTROL
 QK0666
 QK0666  NAD 83(1986)-  45 01 04.18372(N)    084 41 32.11678(W) AD(       ) 4
 QK0666  NAD 27      -  45 01 04.13085(N)    084 41 32.00440(W) AD(       ) 3
 QK0666
 QK0666.Superseded values are not recommended for survey control.
 QK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0666.See file dsdata.txt to determine how the superseded data were derived.
 QK0666
 QK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8182987522(NAD 83)
 QK0666_MARKER: 21 = AIRPORT BEACON
 QK0666_SETTING: 0 = UNSPECIFIED SETTING
 QK0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0666
 QK0666  HISTORY     - Date     Condition        Report By
 QK0666  HISTORY     - 1976     FIRST OBSERVED   NGS
 QK0666  HISTORY     - 19900825 GOOD             NGS
 QK0666  HISTORY     - 19960812 GOOD             USPSQD
 QK0666
 QK0666                          STATION DESCRIPTION
 QK0666
 QK0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0666'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT
 QK0666'OF THE AIRPORT BEACON GAYLORD AIRPORT.  IT IS ABOUT 2 MILES
 QK0666'SOUTHWEST OF GAYLORD, AT THE NORTH EDGE OF THE AIRPORT.
 QK0666'THE BEACON IS ATOP A 50 FOOT HIGH, 4 LEGGED STEEL TOWER THAT
 QK0666'IS PAINTED RED AND WHITE WITH A RED LIGHT AT THE APEX.
 QK0666'
 QK0666'DESCRIBED BY G.R.HEID
 QK0666
 QK0666                          STATION RECOVERY (1990)
 QK0666
 QK0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QK0666'THE STATION IS LOCATED ON THE OTSEGO COUNTY AIRPORT IN GAYLORD.  THE
 QK0666'STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT OF THE
 QK0666'AIRPORT BEACON.  THE BEACON IS ATOP A 50 FT (15.2 M) HIGH LEGGED STEEL
 QK0666'TOWER AND IS 53 FT (16.2 M) WEST OF GAY AIR 1976.
 QK0666
 QK0666                          STATION RECOVERY (1996)
 QK0666
 QK0666'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0490 ***********************************************************************
 PL0490  DESIGNATION -  AIRPORT BCN GRAYLING APT
 PL0490  PID         -  PL0490
 PL0490  STATE/COUNTY-  MI/CRAWFORD
 PL0490  USGS QUAD   -  GRAYLING (1950)
 PL0490
 PL0490                         *CURRENT SURVEY CONTROL
 PL0490  ___________________________________________________________________
 PL0490* NAD 83(1994)-  44 40 46.96899(N)    084 43 23.66244(W)     ADJUSTED  
 PL0490* NAVD 88     -                                                        
 PL0490  ___________________________________________________________________
 PL0490  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 PL0490  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 PL0490
 PL0490  HORZ ORDER  -  THIRD
 PL0490
 PL0490.This mark is at Grayling (AAF) Airport (55D)
 PL0490
 PL0490.The horizontal coordinates were established by classical geodetic methods
 PL0490.and adjusted by the National Geodetic Survey in February 1997..
 PL0490
 PL0490
 PL0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0490
 PL0490.The geoid height was determined by GEOID03.
 PL0490
 PL0490;                    North         East     Units Scale Factor Converg.
 PL0490;SPC MI C     -   151,524.002 5,971,731.425   MT  0.99992324   -0 15 06.8
 PL0490;SPC MI C     -   497,125.99 19,592,294.70   iFT  0.99992324   -0 15 06.8
 PL0490;UTM  16      - 4,949,893.146   680,441.052   MT  1.00000040   +1 36 04.7
 PL0490
 PL0490                          SUPERSEDED SURVEY CONTROL
 PL0490
 PL0490  NAD 83(1986)-  44 40 46.96330(N)    084 43 23.66621(W) AD(       ) 4
 PL0490  NAD 27      -  44 40 46.90590(N)    084 43 23.56310(W) AD(       ) 3
 PL0490
 PL0490.Superseded values are not recommended for survey control.
 PL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0490.See file dsdata.txt to determine how the superseded data were derived.
 PL0490
 PL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8044149893(NAD 83)
 PL0490_MARKER: Z = SEE DESCRIPTION
 PL0490_SETTING: 0 = UNSPECIFIED SETTING
 PL0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0490
 PL0490  HISTORY     - Date     Condition        Report By
 PL0490  HISTORY     - 1976     MONUMENTED       NGS
 PL0490
 PL0490                          STATION DESCRIPTION
 PL0490
 PL0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0490'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT
 PL0490'OF THE AIRPORT BEACON GRAYLING AIRPORT.  IT IS 1.5 MILES
 PL0490'NORTHWEST OF GRAYLING, ON THE EAST SIDE OF THE NORTH-SOUTH
 PL0490'RUNWAY.
 PL0490'
 PL0490'THE BEACON IS ATOP A 70 FOOT HIGH, 4-LEGGED STEEL TOWER
 PL0490'THAT IS PAINTED RED AND WHITE, WITH AN OBSERVATION PLATFORM
 PL0490'AT THE TOP.
 PL0490'
 PL0490'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1607 ***********************************************************************
 NF1607  DESIGNATION -  AIRPORT BCN HASTINGS APT
 NF1607  PID         -  NF1607
 NF1607  STATE/COUNTY-  MI/BARRY
 NF1607  USGS QUAD   -  HASTINGS (1982)
 NF1607
 NF1607                         *CURRENT SURVEY CONTROL
 NF1607  ___________________________________________________________________
 NF1607* NAD 83(1994)-  42 40 02.21788(N)    085 20 58.16560(W)     ADJUSTED  
 NF1607* NAVD 88     -                                                        
 NF1607  ___________________________________________________________________
 NF1607  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 NF1607  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF1607
 NF1607  HORZ ORDER  -  THIRD
 NF1607
 NF1607.This mark is at Hastings Airport (9D9)
 NF1607
 NF1607.The horizontal coordinates were established by classical geodetic methods
 NF1607.and adjusted by the National Geodetic Survey in February 1997..
 NF1607
 NF1607
 NF1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1607
 NF1607.The geoid height was determined by GEOID03.
 NF1607
 NF1607;                    North         East     Units Scale Factor Converg.
 NF1607;SPC MI S     -   130,128.770 3,919,437.302   MT  0.99991406   -0 40 07.8
 NF1607;SPC MI S     -   426,931.66 12,859,046.27   iFT  0.99991406   -0 40 07.8
 NF1607;UTM  16      - 4,725,188.712   635,255.466   MT  0.99982507   +1 07 07.6
 NF1607
 NF1607                          SUPERSEDED SURVEY CONTROL
 NF1607
 NF1607  NAD 83(1986)-  42 40 02.21769(N)    085 20 58.18137(W) AD(       ) 4
 NF1607  NAD 27      -  42 40 02.08940(N)    085 20 58.14311(W) AD(       ) 3
 NF1607
 NF1607.Superseded values are not recommended for survey control.
 NF1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1607.See file dsdata.txt to determine how the superseded data were derived.
 NF1607
 NF1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3525525189(NAD 83)
 NF1607_MARKER: 21 = AIRPORT BEACON
 NF1607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1607+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF1607
 NF1607  HISTORY     - Date     Condition        Report By
 NF1607  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1607  HISTORY     - 19961017 GOOD             MI-015
 NF1607  HISTORY     - 19970308 GOOD             USPSQD
 NF1607  HISTORY     - 20050409 GOOD             USPSQD
 NF1607
 NF1607                          STATION DESCRIPTION
 NF1607
 NF1607'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1607'THE STATION IS LOCATED ABOUT 4-1/2 MILES EAST-SOUTHEAST
 NF1607'OF IRVING, 3 MILES
 NF1607'NORTHWEST OF HASTINGS, 1 MILE SOUTH OF
 NF1607'ALGONQUIN LAKE AND ON LAND OWNED BY
 NF1607'THE CITY OF HASTINGS.
 NF1607'
 NF1607'TO REACH THE STATION FROM THE JUNCTION OF WEST STATE ROAD AND N.
 NF1607'BROADWAY (STATE
 NF1607'HIGHWAY 43) IN THE NORTH PART OF HASTINGS GO NORTHWEST
 NF1607'ON WEST STATE ROAD FOR 2.95 MILES
 NF1607'TO A FORK.  TAKE THE LEFT FORK AND GO
 NF1607'WEST ON AIRPORT ROAD FOR 0.4 MILE TO THE STATION ON
 NF1607'THE LEFT.
 NF1607'
 NF1607'THE STATION IS A BEACON LIGHT AFFIXED TO THE TOP OF A 4-LEGGED
 NF1607'STEEL TOWER,
 NF1607'PAINTED SILVER, WITH A CAGE AROUND THE LIGHT AT THE TOP
 NF1607'WITH AN OVERALL HEIGHT OF 78
 NF1607'FEET.
 NF1607'
 NF1607'THE POINT INTERSECTED WAS THE BEACON LIGHT AT THE TOP.
 NF1607
 NF1607                          STATION RECOVERY (1996)
 NF1607
 NF1607'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF1607'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS M-37 AND M-43
 NF1607'IN HASTINGS, GO NORTH ON M-43 0.35 MILES (0.56 KM) TO STATE ROAD
 NF1607'(IMMEDIATELY NORTH OF THE THORNAPPLE RIVER BRIDGE) , TURN LEFT AND GO
 NF1607'WEST-NORTHWEST 2.95 MILES (4.75 KM) ON STATE ROAD TO AIRPORT ROAD,
 NF1607'TURN LEFTON AIRPORT ROAD AND GO WEST 0.4 MILES (0.6 KM) TO STATION ON
 NF1607'LEFT. THE STATION IS A BEACON LIGHT AFFIXED TO THE TOP OF A 4-LEGGED
 NF1607'STEEL TOWER, PAINTED SILVER, WITH A CAGE AROUND THE LIGHT AT THE TOP
 NF1607'WITH AN OVERALL HEIGHT OF 78 FEET (23.8 M) . THE POINT INTERSECTED WAS
 NF1607'THE BEACON LIGHT AT THE TOP.
 NF1607
 NF1607                          STATION RECOVERY (1997)
 NF1607
 NF1607'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1607'RECOVERED IN GOOD CONDITION.
 NF1607
 NF1607                          STATION RECOVERY (2005)
 NF1607
 NF1607'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF1607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1618 ***********************************************************************
 NF1618  DESIGNATION -  AIRPORT BCN KELLOGG REGION APT
 NF1618  PID         -  NF1618
 NF1618  STATE/COUNTY-  MI/CALHOUN
 NF1618  USGS QUAD   -  AUGUSTA (1985)
 NF1618
 NF1618                         *CURRENT SURVEY CONTROL
 NF1618  ___________________________________________________________________
 NF1618* NAD 83(1994)-  42 19 07.19462(N)    085 15 05.44899(W)     ADJUSTED  
 NF1618* NAVD 88     -                                                        
 NF1618  ___________________________________________________________________
 NF1618  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 NF1618  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NF1618
 NF1618  HORZ ORDER  -  THIRD
 NF1618
 NF1618.This mark is at W K Kellogg Airport (BTL)
 NF1618
 NF1618.The horizontal coordinates were established by classical geodetic methods
 NF1618.and adjusted by the National Geodetic Survey in February 1997..
 NF1618
 NF1618
 NF1618.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1618
 NF1618.The geoid height was determined by GEOID03.
 NF1618
 NF1618;                    North         East     Units Scale Factor Converg.
 NF1618;SPC MI S     -    91,319.036 3,927,061.255   MT  0.99995540   -0 36 07.8
 NF1618;SPC MI S     -   299,603.14 12,884,059.24   iFT  0.99995540   -0 36 07.8
 NF1618;UTM  16      - 4,686,638.614   644,082.896   MT  0.99985543   +1 10 38.6
 NF1618
 NF1618                          SUPERSEDED SURVEY CONTROL
 NF1618
 NF1618  NAD 83(1986)-  42 19 07.19408(N)    085 15 05.46579(W) AD(       ) 4
 NF1618  NAD 27      -  42 19 07.05943(N)    085 15 05.46567(W) AD(       ) 3
 NF1618
 NF1618.Superseded values are not recommended for survey control.
 NF1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1618.See file dsdata.txt to determine how the superseded data were derived.
 NF1618
 NF1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4408386639(NAD 83)
 NF1618_MARKER: 21 = AIRPORT BEACON
 NF1618
 NF1618  HISTORY     - Date     Condition        Report By
 NF1618  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1618  HISTORY     - 1976     GOOD             NGS
 NF1618  HISTORY     - 19940906 GOOD             NGS
 NF1618  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1618  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 NF1618  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 NF1618
 NF1618                          STATION DESCRIPTION
 NF1618
 NF1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1618'THE STATION IS LOCATED ABOUT 3 MILES WEST OF
 NF1618'BATTLE CREEK AND
 NF1618'AT THE NORTHWEST CORNER OF THE AIRPORT.
 NF1618'
 NF1618'THE STATION IS THE BEACON LIGHT AFFIXED TO THE TOP OF A 6-LEGGED
 NF1618'CHECKERED WATER
 NF1618'TANK WITH AN OVERALL HEIGHT OF 91 FEET.
 NF1618'
 NF1618'THE POINT INTERSECTED WAS THE BEACON LIGHT AT THE TOP.
 NF1618
 NF1618                          STATION RECOVERY (1976)
 NF1618
 NF1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 NF1618'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NF1618'
 NF1618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT W. K. KELLOGG
 NF1618'REGIONAL AIRFIELD.
 NF1618
 NF1618                          STATION RECOVERY (1994)
 NF1618
 NF1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF1618'THE STATION IS LOCATED AT THE NORTH SIDE OF THE AIRPORT ABOUT 900 FT
 NF1618'(274.3 M) NORTH OF THE NATIONAL GUARD HANGARS AND 250 FT (76.2 M)
 NF1618'SOUTH OF DICKMAN RD.  IT IS A STANDARD ROTATING BEACON ATOP 110 FT
 NF1618'(33.5 M) SIX-LEGGED WATER TANK WHICH IS PAINTED IN RED AND WHITE
 NF1618'CHECKS.  THE POINT INTERSECTED WAS THE SHAFT BENEATH THE BEACON LIGHT.
 NF1618'1988 NOTE, THE TANK IS NO LONGER RED AND WHITE CHECKS.  IT IS NOW
 NF1618'PAINTED WHITE.
 NF1618
 NF1618                          STATION RECOVERY (2001)
 NF1618
 NF1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1618'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1618
 NF1618                          STATION RECOVERY (2003)
 NF1618
 NF1618'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1618'WATER TANK NOT FOUND.
 NF1618
 NF1618                          STATION RECOVERY (2005)
 NF1618
 NF1618'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1618'THE MARK, WATER TOWER AND BEACON WERE DIASMANTELED AND REMOVED IN
 NF1618'1995.
 NF1618'INFORMANT JASMES CONDERS AIRRPORT OPERATIONS MANAGER
 NF1618' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1640 ***********************************************************************
 NF1640  DESIGNATION -  AIRPORT BCN KENT CO APT
 NF1640  PID         -  NF1640
 NF1640  STATE/COUNTY-  MI/KENT
 NF1640  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 NF1640
 NF1640                         *CURRENT SURVEY CONTROL
 NF1640  ___________________________________________________________________
 NF1640* NAD 83(1994)-  42 53 02.81913(N)    085 31 46.58634(W)     ADJUSTED  
 NF1640* NAVD 88     -                                                        
 NF1640  ___________________________________________________________________
 NF1640  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 NF1640  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF1640
 NF1640  HORZ ORDER  -  THIRD
 NF1640
 NF1640.This mark is at Kent Co Intl Airport (GRR)
 NF1640
 NF1640.The horizontal coordinates were established by classical geodetic methods
 NF1640.and adjusted by the National Geodetic Survey in February 1997..
 NF1640
 NF1640
 NF1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1640
 NF1640.The geoid height was determined by GEOID03.
 NF1640
 NF1640;                    North         East     Units Scale Factor Converg.
 NF1640;SPC MI S     -   154,400.129 3,905,006.550   MT  0.99990688   -0 47 29.1
 NF1640;SPC MI S     -   506,562.10 12,811,701.28   iFT  0.99990688   -0 47 29.1
 NF1640;UTM  16      - 4,748,994.886   620,075.265   MT  0.99977738   +1 00 02.7
 NF1640
 NF1640                          SUPERSEDED SURVEY CONTROL
 NF1640
 NF1640  NAD 83(1986)-  42 53 02.81849(N)    085 31 46.60179(W) AD(       ) 4
 NF1640  NAD 27      -  42 53 02.70331(N)    085 31 46.52449(W) AD(       ) 3
 NF1640
 NF1640.Superseded values are not recommended for survey control.
 NF1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1640.See file dsdata.txt to determine how the superseded data were derived.
 NF1640
 NF1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2007548995(NAD 83)
 NF1640_MARKER: 21 = AIRPORT BEACON
 NF1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1640+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 NF1640
 NF1640  HISTORY     - Date     Condition        Report By
 NF1640  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1640  HISTORY     - 19880901 GOOD             NGS
 NF1640  HISTORY     - 19970315 GOOD             USPSQD
 NF1640  HISTORY     - 19991009 GOOD             USPSQD
 NF1640  HISTORY     - 20030321 GOOD             USPSQD
 NF1640
 NF1640                          STATION DESCRIPTION
 NF1640
 NF1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1640'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-
 NF1640'NORTHEAST OF
 NF1640'DUTTON AND ON THE GROUNDS OF THE KENT COUNTY AIRPORT.
 NF1640'
 NF1640'THE STATION IS THE AIRPORT BEACON ATOP AND IN THE CENTER OF THE
 NF1640'CONTROL TOWER.  IT
 NF1640'HAS AN OVER-ALL HEIGHT OF 124 FEET.
 NF1640'
 NF1640'THE POINT INTERSECTED WAS THE TOP CENTER OF THE BEACON.
 NF1640
 NF1640                          STATION RECOVERY (1988)
 NF1640
 NF1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JLD)
 NF1640'THE BEACON IS LOCATED ON THE TOP AND IN THE CENTER OF THE CONTROL
 NF1640'TOWER AT MIDFIELD.
 NF1640
 NF1640                          STATION RECOVERY (1997)
 NF1640
 NF1640'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1640'RECOVERED IN GOOD CONDITION.
 NF1640
 NF1640                          STATION RECOVERY (1999)
 NF1640
 NF1640'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1640'RECOVERED IN GOOD CONDITION.
 NF1640
 NF1640                          STATION RECOVERY (2003)
 NF1640
 NF1640'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF1640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1195 ***********************************************************************
 RJ1195  DESIGNATION -  AIRPORT BCN LUCE CO APT
 RJ1195  PID         -  RJ1195
 RJ1195  STATE/COUNTY-  MI/LUCE
 RJ1195  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ1195
 RJ1195                         *CURRENT SURVEY CONTROL
 RJ1195  ___________________________________________________________________
 RJ1195* NAD 83(1994)-  46 18 36.36110(N)    085 27 25.08277(W)     ADJUSTED  
 RJ1195* NAVD 88     -       260.8    (meters)     856.     (feet)  VERTCON   
 RJ1195  ___________________________________________________________________
 RJ1195  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 RJ1195  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RJ1195
 RJ1195  HORZ ORDER  -  THIRD
 RJ1195
 RJ1195.This mark is at Luce Co Hale Airport (ERY)
 RJ1195
 RJ1195.The horizontal coordinates were established by classical geodetic methods
 RJ1195.and adjusted by the National Geodetic Survey in February 1997..
 RJ1195
 RJ1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1195
 RJ1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1195
 RJ1195.The geoid height was determined by GEOID03.
 RJ1195
 RJ1195;                    North         East     Units Scale Factor Converg.
 RJ1195;SPC MI N     -   170,847.751 8,118,839.856   MT  0.99990293   +1 06 55.0
 RJ1195;SPC MI N     -   560,524.12 26,636,613.70   iFT  0.99990293   +1 06 55.0
 RJ1195;UTM  16      - 5,129,659.669   618,810.720   MT  0.99977352   +1 06 57.2
 RJ1195
 RJ1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1195!SPC MI N     -   0.99996464  x   0.99990293  =   0.99986757
 RJ1195!UTM  16      -   0.99996464  x   0.99977352  =   0.99973817
 RJ1195
 RJ1195                          SUPERSEDED SURVEY CONTROL
 RJ1195
 RJ1195  NAD 83(1986)-  46 18 36.35486(N)    085 27 25.08063(W) AD(       ) 4
 RJ1195  NAD 27      -  46 18 36.35222(N)    085 27 24.72844(W) AD(       ) 3
 RJ1195  NGVD 29 (07/19/86)  260.8    (m)          856.     (f) VERT ANG       
 RJ1195
 RJ1195.Superseded values are not recommended for survey control.
 RJ1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1195.See file dsdata.txt to determine how the superseded data were derived.
 RJ1195
 RJ1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1881129660(NAD 83)
 RJ1195
 RJ1195  HISTORY     - Date     Condition        Report By
 RJ1195  HISTORY     - 1975     MONUMENTED       NGS
 RJ1195
 RJ1195                          STATION DESCRIPTION
 RJ1195
 RJ1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RJ1195'AIRPORT BEACON, LUCE COUNTY AIRPORT IS A SINGLE POLE STEEL
 RJ1195'STRUCTURE, ABOUT 50 FEET HIGH, WITH A REVOLVING LIGHT AT THE
 RJ1195'TOP.  THE STATION IS THE REVOLVING LIGHT.
 RJ1195'
 RJ1195'THE BEACON IS LOCATED ABOUT 4 MILES SOUTHEAST OF NEWBERRY AT THE
 RJ1195'LUCE COUNTY AIRPORT.  TRIANGULATION STATION UPPER 1965 IS ABOUT
 RJ1195'100 YARDS SOUTH OF THIS BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0560 ***********************************************************************
 OK0560  DESIGNATION -  AIRPORT BCN MT PLEASANT APT
 OK0560  PID         -  OK0560
 OK0560  STATE/COUNTY-  MI/ISABELLA
 OK0560  USGS QUAD   -  SHEPHERD (1973)
 OK0560
 OK0560                         *CURRENT SURVEY CONTROL
 OK0560  ___________________________________________________________________
 OK0560* NAD 83(1994)-  43 37 08.47380(N)    084 44 16.43816(W)     ADJUSTED  
 OK0560* NAVD 88     -                                                        
 OK0560  ___________________________________________________________________
 OK0560  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 OK0560  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 OK0560
 OK0560  HORZ ORDER  -  THIRD
 OK0560
 OK0560.This mark is at Mt. Pleasant Airport (MOP)
 OK0560
 OK0560.The horizontal coordinates were established by classical geodetic methods
 OK0560.and adjusted by the National Geodetic Survey in February 1997..
 OK0560
 OK0560
 OK0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0560
 OK0560.The geoid height was determined by GEOID03.
 OK0560
 OK0560;                    North         East     Units Scale Factor Converg.
 OK0560;SPC MI S     -   235,450.852 3,970,035.392   MT  0.99998897   -0 15 09.5
 OK0560;SPC MI S     -   772,476.55 13,025,050.50   iFT  0.99998897   -0 15 09.5
 OK0560;UTM  16      - 4,832,045.975   682,520.730   MT  1.00000978   +1 33 39.5
 OK0560
 OK0560                          SUPERSEDED SURVEY CONTROL
 OK0560
 OK0560  NAD 83(1986)-  43 37 08.46974(N)    084 44 16.45006(W) AD(       ) 4
 OK0560  NAD 27      -  43 37 08.36072(N)    084 44 16.40426(W) AD(       ) 3
 OK0560
 OK0560.Superseded values are not recommended for survey control.
 OK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0560.See file dsdata.txt to determine how the superseded data were derived.
 OK0560
 OK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8252132046(NAD 83)
 OK0560_MARKER: Z = SEE DESCRIPTION
 OK0560_SETTING: 0 = UNSPECIFIED SETTING
 OK0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0560
 OK0560  HISTORY     - Date     Condition        Report By
 OK0560  HISTORY     - 1976     MONUMENTED       NGS
 OK0560  HISTORY     - 19920910 GOOD             USPSQD
 OK0560  HISTORY     - 20010605 GOOD             USPSQD
 OK0560
 OK0560                          STATION DESCRIPTION
 OK0560
 OK0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0560'THE STATION IS THE CENTER OF THE ROTATING GREEN AND WHITE LIGHT
 OK0560'OF THE AIRPORT BEACON MOUNT PLEASANT AIRPORT.  IT IS LOCATED 2
 OK0560'MILES NORTHEAST OF DOWNTOWN MOUNT PLEASANT, 0.5 MILE NORTH OF
 OK0560'STATE HIGHWAY 20, 65 FEET NORTH OF THE CENTER OF AIRPORT ROAD,
 OK0560'AND 5 FEET SOUTH OF THE SOUTH WALL OF A CINDER BLOCK BUILDING
 OK0560'WHICH IS JUST EAST OF THE CONTROL TOWER BUILDING AT THE
 OK0560'AIRPORT.
 OK0560'THE BEACON IS ATOP A 50 FOOT HIGH, 4 LEGGED STEEL TOWER THAT
 OK0560'IS PAINTED RED AND WHITE WITH A RED LIGHT AT THE APEX.
 OK0560'
 OK0560'DESCRIBED BY G.R.HEID
 OK0560
 OK0560                          STATION RECOVERY (1992)
 OK0560
 OK0560'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0560'RECOVERED IN GOOD CONDITION.
 OK0560
 OK0560                          STATION RECOVERY (2001)
 OK0560
 OK0560'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0286 ***********************************************************************
 QJ0286  DESIGNATION -  AIRPORT BCN PHELPS COLLINS APT
 QJ0286  PID         -  QJ0286
 QJ0286  STATE/COUNTY-  MI/ALPENA
 QJ0286  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0286
 QJ0286                         *CURRENT SURVEY CONTROL
 QJ0286  ___________________________________________________________________
 QJ0286* NAD 83(1994)-  45 04 50.36048(N)    083 33 55.73420(W)     ADJUSTED  
 QJ0286* NAVD 88     -                                                        
 QJ0286  ___________________________________________________________________
 QJ0286  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 QJ0286  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 QJ0286
 QJ0286  HORZ ORDER  -  THIRD
 QJ0286
 QJ0286.This mark is at Alpena Airport (APN)
 QJ0286
 QJ0286.The horizontal coordinates were established by classical geodetic methods
 QJ0286.and adjusted by the National Geodetic Survey in February 1997..
 QJ0286
 QJ0286
 QJ0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0286
 QJ0286.The geoid height was determined by GEOID03.
 QJ0286
 QJ0286;                    North         East     Units Scale Factor Converg.
 QJ0286;SPC MI C     -   196,326.091 6,063,075.855   MT  0.99991557   +0 33 57.5
 QJ0286;SPC MI C     -   644,114.47 19,891,981.15   iFT  0.99991557   +0 33 57.5
 QJ0286;UTM  17      - 4,995,112.328   298,084.778   MT  1.00010133   -1 49 02.0
 QJ0286
 QJ0286                          SUPERSEDED SURVEY CONTROL
 QJ0286
 QJ0286  NAD 83(1986)-  45 04 50.35558(N)    083 33 55.73528(W) AD(       ) 4
 QJ0286  NAD 27      -  45 04 50.31300(N)    083 33 55.80600(W) AD(       ) 3
 QJ0286
 QJ0286.Superseded values are not recommended for survey control.
 QJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0286.See file dsdata.txt to determine how the superseded data were derived.
 QJ0286
 QJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9808595112(NAD 83)
 QJ0286_MARKER: 21 = AIRPORT BEACON
 QJ0286_SETTING: 0 = UNSPECIFIED SETTING
 QJ0286
 QJ0286  HISTORY     - Date     Condition        Report By
 QJ0286  HISTORY     - 1956     FIRST OBSERVED   CGS
 QJ0286  HISTORY     - 19900818 GOOD             NGS
 QJ0286  HISTORY     - 19990805 GOOD             USPSQD
 QJ0286
 QJ0286                          STATION DESCRIPTION
 QJ0286
 QJ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0286'THE STATION IS THE CENTER OF THE BASE OF THE AIRPORT BEACON
 QJ0286'AT THE
 QJ0286'PHELPS-COLLINS AIRPORT, WHICH IS ABOUT 6.5 MILES WEST OF ALPENA.  IT
 QJ0286'IS LOCATED NEAR THE WEST EDGE OF
 QJ0286'THE AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE.
 QJ0286'
 QJ0286'THE BEACON IS A FOUR LEGGED STEEL STRUCTURE ABOUT 75 FEET HIGH,
 QJ0286'PAINTED IN ALTERNATE SECTIONS OF
 QJ0286'ORANGE AND WHITE AND HAS A REVOLVING GREEN AND WHITE LIGHT ATOP.
 QJ0286'
 QJ0286'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLLINS THE
 QJ0286'DISTANCE BEING 28.2 FEET, 8.59
 QJ0286'METERS EAST OF STATION COLLINS.
 QJ0286'
 QJ0286'THE POINT MEASURED TO AND OBSERVED UPON WAS THE CENTER OF THE BASE OF
 QJ0286'THE BEACON TOWER.
 QJ0286
 QJ0286                          STATION RECOVERY (1990)
 QJ0286
 QJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0286'THE STATION IS A GREEN AND WHITE ROTATING BEACON ATOP THE CONTROL
 QJ0286'TOWER OF THE PHELPS-COLLINS AIRPORT AT THE SOUTHERN END OF THIRD ST.
 QJ0286
 QJ0286                          STATION RECOVERY (1999)
 QJ0286
 QJ0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1126 ***********************************************************************
 NE1126  DESIGNATION -  AIRPORT BCN ST CLAIR CO APT
 NE1126  PID         -  NE1126
 NE1126  STATE/COUNTY-  MI/ST CLAIR
 NE1126  USGS QUAD   -  SMITHS CREEK (1991)
 NE1126
 NE1126                         *CURRENT SURVEY CONTROL
 NE1126  ___________________________________________________________________
 NE1126* NAD 83(1994)-  42 54 33.82135(N)    082 31 29.98128(W)     ADJUSTED  
 NE1126* NAVD 88     -                                                        
 NE1126  ___________________________________________________________________
 NE1126  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NE1126  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1126
 NE1126  HORZ ORDER  -  THIRD
 NE1126
 NE1126.This mark is at St Clair Co Intl Airport (PHN)
 NE1126
 NE1126.The horizontal coordinates were established by classical geodetic methods
 NE1126.and adjusted by the National Geodetic Survey in February 1997..
 NE1126
 NE1126
 NE1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1126
 NE1126.The geoid height was determined by GEOID03.
 NE1126
 NE1126;                    North         East     Units Scale Factor Converg.
 NE1126;SPC MI S     -   158,196.641 4,150,366.188   MT  0.99990697   +1 15 11.9
 NE1126;SPC MI S     -   519,017.85 13,616,686.97   iFT  0.99990697   +1 15 11.9
 NE1126;UTM  17      - 4,751,881.369   375,516.607   MT  0.99979064   -1 02 18.3
 NE1126
 NE1126                          SUPERSEDED SURVEY CONTROL
 NE1126
 NE1126  NAD 83(1986)-  42 54 33.80805(N)    082 31 30.01581(W) AD(       ) 4
 NE1126  NAD 27      -  42 54 33.70077(N)    082 31 30.31028(W) AD(       ) 3
 NE1126
 NE1126.Superseded values are not recommended for survey control.
 NE1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1126.See file dsdata.txt to determine how the superseded data were derived.
 NE1126
 NE1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7551751881(NAD 83)
 NE1126_MARKER: 21 = AIRPORT BEACON
 NE1126
 NE1126  HISTORY     - Date     Condition        Report By
 NE1126  HISTORY     - 1991     FIRST OBSERVED   NGS
 NE1126  HISTORY     - 19910803 GOOD             NGS
 NE1126  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE1126
 NE1126                          STATION DESCRIPTION
 NE1126
 NE1126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NE1126'THE STATION IS LOCATED AT THE ST CLAIR COUNTY INTL AIRPORT SOUTH OF
 NE1126'THE TERMINAL BUILDING.  THE STATION IS A GREEN AND CLEAR ROTATING
 NE1126'BEACON MOUNTED ATOP A FOUR-LEGGED STEEL TOWER.  THE POINT OBSERVED WAS
 NE1126'THE SHAFT OF THE SPINDLE.  NOTE, THE AIRPORT BEACON TOWER IS ALSO THE
 NE1126'NORTH END OF THE NDB.
 NE1126
 NE1126                          STATION RECOVERY (2005)
 NE1126
 NE1126'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE1126'STATION DESCRIPTION FROM 1991 REQUIRES REVISION.  THE STATION, WHICH
 NE1126'IS A GREEN AND CLEAR ROTATING BEACON ON TOP OF A FOUR-LEGGED STEEL
 NE1126'TOWER HAS BEEN REMOVED-SO SUSPECT MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0622 ***********************************************************************
 RM0622  DESIGNATION -  AIRPORT BEACON GOGEBIC CO APT
 RM0622  PID         -  RM0622
 RM0622  STATE/COUNTY-  MI/GOGEBIC
 RM0622  USGS QUAD   -  PINE LAKE (1973)
 RM0622
 RM0622                         *CURRENT SURVEY CONTROL
 RM0622  ___________________________________________________________________
 RM0622* NAD 83(1994)-  46 31 18.71706(N)    090 07 55.82864(W)     ADJUSTED  
 RM0622* NAVD 88     -       374.     (meters)    1227.     (feet)  SCALED    
 RM0622  ___________________________________________________________________
 RM0622  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 RM0622  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 RM0622
 RM0622  HORZ ORDER  -  THIRD
 RM0622
 RM0622.This mark is at Gogebic County Airport (IWD)
 RM0622
 RM0622.The horizontal coordinates were established by classical geodetic methods
 RM0622.and adjusted by the National Geodetic Survey in February 1997..
 RM0622
 RM0622.The orthometric height was scaled from a topographic map.
 RM0622
 RM0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0622
 RM0622.The geoid height was determined by GEOID03.
 RM0622
 RM0622;                    North         East     Units Scale Factor Converg.
 RM0622;SPC MI N     -   197,975.744 7,759,746.390   MT  0.99991134   -2 15 50.1
 RM0622;SPC MI N     -   649,526.72 25,458,485.53   iFT  0.99991134   -2 15 50.1
 RM0622;UTM  15      - 5,156,029.178   719,960.652   MT  1.00019475   +2 04 54.6
 RM0622
 RM0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0622!SPC MI N     -   0.99994618  x   0.99991134  =   0.99985753
 RM0622!UTM  15      -   0.99994618  x   1.00019475  =   1.00014092
 RM0622
 RM0622                          SUPERSEDED SURVEY CONTROL
 RM0622
 RM0622  NAD 83(1994)-  46 31 18.71654(N)    090 07 55.82851(W) AD(       ) 4
 RM0622  NAD 83(1986)-  46 31 18.68328(N)    090 07 55.84214(W) AD(       ) 4
 RM0622  NAD 27      -  46 31 18.85993(N)    090 07 55.22114(W) AD(       ) 3
 RM0622
 RM0622.Superseded values are not recommended for survey control.
 RM0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0622.See file dsdata.txt to determine how the superseded data were derived.
 RM0622
 RM0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1996156029(NAD 83)
 RM0622_MARKER: 21 = AIRPORT BEACON
 RM0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0622+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0622
 RM0622  HISTORY     - Date     Condition        Report By
 RM0622  HISTORY     - 1964     FIRST OBSERVED   CGS
 RM0622  HISTORY     - 19900925 GOOD             NGS
 RM0622  HISTORY     - 20020615 GOOD             USPSQD
 RM0622  HISTORY     - 20030822 GOOD             USPSQD
 RM0622  HISTORY     - 20050323 GOOD             USPSQD
 RM0622
 RM0622                          STATION DESCRIPTION
 RM0622
 RM0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0622'A REVOLVING GREEN AND WHITE LIGHT ATOP A FOUR LEGGED RED AND
 RM0622'WHITE STEEL TOWER, 240 FEET NORTH OF NW CORNER OF HANGAR.
 RM0622
 RM0622                          STATION RECOVERY (1990)
 RM0622
 RM0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (HSK)
 RM0622'STATION IS A REVOLVING GREEN AND WHITE LIGHT ATOP A FOUR LEGGED STEEL
 RM0622'TOWER PAINTED RED AND WHITE, WHICH IS 240 FT (73.2 M) NORTH OF A
 RM0622'HANGAR.
 RM0622
 RM0622                          STATION RECOVERY (2002)
 RM0622
 RM0622'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0622'RECOVERED IN GOOD CONDITION.
 RM0622
 RM0622                          STATION RECOVERY (2003)
 RM0622
 RM0622'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0622'RECOVERED IN GOOD CONDITION.  TO REACH THE STATION FROM THE JUNCTION
 RM0622'OF HIGHWAY 2 AND LAKE STREET IN IRONWOOD, GO NORTH ON LAKE STREET
 RM0622'(COUNTY ROAD 505) FOR 4.0 MILES TO AIRPORT ROAD CROSSING.  TURN RIGHT
 RM0622'(EAST) ON AIRPORT ROAD AND GO 1.2 MILES TO THE AIRPORT BEACON ON THE
 RM0622'LEFT.
 RM0622
 RM0622                          STATION RECOVERY (2005)
 RM0622
 RM0622'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 RM0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1172 ***********************************************************************
 NE1172  DESIGNATION -  AIRPORT BEACON SELFRIDGE AFB
 NE1172  PID         -  NE1172
 NE1172  STATE/COUNTY-  MI/MACOMB
 NE1172  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE1172
 NE1172                         *CURRENT SURVEY CONTROL
 NE1172  ___________________________________________________________________
 NE1172* NAD 83(1994)-  42 36 39.52926(N)    082 49 09.83196(W)     ADJUSTED  
 NE1172* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 NE1172  ___________________________________________________________________
 NE1172  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NE1172  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE1172
 NE1172  HORZ ORDER  -  SECOND
 NE1172
 NE1172.The horizontal coordinates were established by classical geodetic methods
 NE1172.and adjusted by the National Geodetic Survey in February 1997..
 NE1172
 NE1172.The orthometric height was scaled from a topographic map.
 NE1172
 NE1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1172
 NE1172.The geoid height was determined by GEOID03.
 NE1172
 NE1172;                    North         East     Units Scale Factor Converg.
 NE1172;SPC MI S     -   124,571.149 4,126,941.295   MT  0.99991826   +1 03 10.7
 NE1172;SPC MI S     -   408,698.00 13,539,833.65   iFT  0.99991826   +1 03 10.7
 NE1172;UTM  17      - 4,719,220.683   350,769.637   MT  0.99987399   -1 13 55.2
 NE1172
 NE1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1172!SPC MI S     -   0.99997787  x   0.99991826  =   0.99989613
 NE1172!UTM  17      -   0.99997787  x   0.99987399  =   0.99985186
 NE1172
 NE1172                          SUPERSEDED SURVEY CONTROL
 NE1172
 NE1172  NAD 83(1986)-  42 36 39.53209(N)    082 49 09.86676(W) AD(       ) 2
 NE1172  NAD 27      -  42 36 39.40491(N)    082 49 10.16453(W) AD(       ) 2
 NE1172
 NE1172.Superseded values are not recommended for survey control.
 NE1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1172.See file dsdata.txt to determine how the superseded data were derived.
 NE1172
 NE1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5077019221(NAD 83)
 NE1172_MARKER: 21 = AIRPORT BEACON
 NE1172
 NE1172  HISTORY     - Date     Condition        Report By
 NE1172  HISTORY     - 1932     FIRST OBSERVED   CGS
 NE1172  HISTORY     - 1945     GOOD             CGS
 NE1172  HISTORY     - 1946     GOOD             CGS
 NE1172  HISTORY     - 1957     GOOD             CGS
 NE1172  HISTORY     - 1957     GOOD             CGS
 NE1172  HISTORY     - 1983     GOOD             DMA
 NE1172  HISTORY     - 19880929 GOOD             DMA
 NE1172  HISTORY     - 19990807 MARK NOT FOUND   USPSQD
 NE1172
 NE1172                          STATION DESCRIPTION
 NE1172
 NE1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1172'TWENTY-FOUR-INCH ROTATIMG BEACON ON NO. 10 HANGAR ROOF, SELFRIDGE
 NE1172'FIELD, 3 MILES EAST
 NE1172'OF MOUNT CLEMENS ON LAKE ST. CLAIR AND ON NORTH BANK OF THE CLINTON
 NE1172'RIVER.
 NE1172
 NE1172                          STATION RECOVERY (1945)
 NE1172
 NE1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 NE1172'THE BEACON LOCATED IN 1932 PLOTS ON THE WATER TANK.  THE SOURCE OF
 NE1172'THE DESCRIPTION IN
 NE1172'SPECIAL PUBLICATION NO. 214 IS NOT KNOWN BUT
 NE1172'WAS NOT SUBMITTED BY THE FIELD PARTY
 NE1172'WITH THE OBSERVATIONS AND
 NE1172'IS EVIDENTLY IN ERROR.
 NE1172
 NE1172                          STATION RECOVERY (1946)
 NE1172
 NE1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (EJL)
 NE1172'THE WATER TANK WAS CONSTRUCTED IN 1931 AND THE BEACON WAS
 NE1172'INSTALLED EITHER
 NE1172'THAT YEAR OR IN 1932.  THE BEST INFORMATION
 NE1172'OBTAINABLE INDICATES THAT THERE WAS
 NE1172'ALSO A REVOLVING BEACON ON
 NE1172'THE RIDGE OF HANGAR NO. 3, WHICH WAS REMOVED IN 1934
 NE1172'OR 1935.
 NE1172
 NE1172                          STATION RECOVERY (1957)
 NE1172
 NE1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1172'THIS BEACON IS NOW ON THE SELFRIDGE AIR
 NE1172'FORCE BASE WATER
 NE1172'TANK.  A 1957 GEOGRAPHIC POSITION WAS COMPUTED
 NE1172'AND A NEW DESCRIPTION WAS WRITTEN
 NE1172'BY THIS PARTY.
 NE1172
 NE1172                          STATION RECOVERY (1957)
 NE1172
 NE1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1172'THE STATION IS THE CENTER OF THE AIRPORT BEACON,
 NE1172'SELFRIDGE AIR
 NE1172'FORCE BASE.  IT IS A REVOLVING GREEN AND WHITE LIGHT
 NE1172'LOCATED ON THE TOP OF THE
 NE1172'SELFRIDGE AIR FORCE BASE WATER TANK.
 NE1172'THE TANK IS SUPPORTED BY A SIX-LEGGED STEEL
 NE1172'STRUCTURE, PAINTED
 NE1172'IN ALTERNATE SECTIONS OF RED AND WHITE, OVERALL HEIGHT IS
 NE1172'ABOUT 130
 NE1172'FT.
 NE1172'
 NE1172'THE STRUCTURE IS BETWEEN BASE SUPPLY AF 2596 STORAGE WAREHOUSE
 NE1172'NOS. 7 AND 8.  THE
 NE1172'NW LEG IS 14 FT. S OF THE CENTERLINE OF AN ALLEY
 NE1172'THAT RUNS BETWEEN WALNUT AND BIRCH
 NE1172'STREETS, AND 72 FT. SE OF THE S
 NE1172'END OF CEDAR STREET.
 NE1172'
 NE1172'THIS IS AN INTERSECTION STATION.
 NE1172
 NE1172                          STATION RECOVERY (1983)
 NE1172
 NE1172'RECOVERY NOTE BY DEFENSE MAP AGENCY 1983 (LW)
 NE1172'INTERSECTION STATION RECOVERED GOOD.
 NE1172
 NE1172                          STATION RECOVERY (1988)
 NE1172
 NE1172'RECOVERY NOTE BY DEFENSE MAP AGENCY 1988 (RBB)
 NE1172'RECOVERED IN GOOD CONDITION.
 NE1172
 NE1172                          STATION RECOVERY (1999)
 NE1172
 NE1172'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1416 ***********************************************************************
 NE1416  DESIGNATION -  AIRPORT BN DETROIT WAYNE APT
 NE1416  PID         -  NE1416
 NE1416  STATE/COUNTY-  MI/WAYNE
 NE1416  USGS QUAD   -  FLAT ROCK NE (1980)
 NE1416
 NE1416                         *CURRENT SURVEY CONTROL
 NE1416  ___________________________________________________________________
 NE1416* NAD 83(1994)-  42 14 13.02496(N)    083 19 56.84211(W)     ADJUSTED  
 NE1416* NAVD 88     -                                                        
 NE1416  ___________________________________________________________________
 NE1416  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 NE1416  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NE1416
 NE1416  HORZ ORDER  -  THIRD
 NE1416
 NE1416.This mark is at Detroit Metro/wayne Airport (DTW)
 NE1416
 NE1416.The horizontal coordinates were established by classical geodetic methods
 NE1416.and adjusted by the National Geodetic Survey in February 1997..
 NE1416
 NE1416
 NE1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1416
 NE1416.The geoid height was determined by GEOID03.
 NE1416
 NE1416;                    North         East     Units Scale Factor Converg.
 NE1416;SPC MI S     -    82,383.717 4,085,361.837   MT  0.99997039   +0 42 13.7
 NE1416;SPC MI S     -   270,287.79 13,403,418.10   iFT  0.99997039   +0 42 13.7
 NE1416;UTM  17      - 4,678,719.204   307,544.608   MT  1.00005576   -1 34 06.1
 NE1416
 NE1416                          SUPERSEDED SURVEY CONTROL
 NE1416
 NE1416  NAD 83(1986)-  42 14 13.03372(N)    083 19 56.86916(W) AD(       ) 4
 NE1416  NAD 27      -  42 14 12.88900(N)    083 19 57.12200(W) AD(       ) 3
 NE1416
 NE1416.Superseded values are not recommended for survey control.
 NE1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1416.See file dsdata.txt to determine how the superseded data were derived.
 NE1416
 NE1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0754578719(NAD 83)
 NE1416
 NE1416  HISTORY     - Date     Condition        Report By
 NE1416  HISTORY     - 1932     MONUMENTED       CGS
 NE1416  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NE1416  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1416  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1416  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NE1416  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1416  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NE1416
 NE1416                          STATION DESCRIPTION
 NE1416
 NE1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1416'A 24-INCH ROTATING BEACON ON HANGAR ROOF OF WAYNE COUNTY AIRPORT, 16
 NE1416'MILES SOUTHWEST OF
 NE1416'DETROIT, 8 MILES SOUTHWEST OF DEARBORN AND 6 MILES SOUTHEAST OF
 NE1416'WAYNE.
 NE1416
 NE1416                          STATION RECOVERY (1948)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NE1416'THIS BEACON WAS ORIGINALLY ON THE W END OF THE HANGAR, MOUNTED ON
 NE1416'A STEEL FRAME AND
 NE1416'ATOP A CONTROL TOWER.  SOMETIME ABOUT 1932, THE
 NE1416'BEACON WAS MOVED TO ITS PRESENT
 NE1416'POSITION ATOP A STEEL FRAME ON
 NE1416'THE HANGAR ROOF TOWARDS THE E END OF THE HANGAR.
 NE1416'THE ORIGINAL
 NE1416'STEEL FRAME IS STILL IN PLACE.  AIRPORT PERSONNEL ARE FAIRLY CERTAIN
 NE1416'THAT THE CHANGE
 NE1416'IN BEACON SITES WAS MADE IN 1932.
 NE1416
 NE1416                          STATION RECOVERY (1957)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1416'THE STATION WAS PREVIOUSLY LISTED AS WAYNE COUNTY AIRPORT BEACON.  IT
 NE1416'WAS RECOVERED AND FOUND IN GOOD
 NE1416'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NE1416'
 NE1416'THIS IS AN INTERSECTION STATION.
 NE1416
 NE1416                          STATION RECOVERY (1957)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1416'THIS INTERSECTION STATION WAS RECOVERED IN
 NE1416'GOOD CONDITION.
 NE1416'STATION IS A 24-INCH ROTATING BEACON ATOP A LARGE
 NE1416'HANGAR NEAR NE CORNER OF THE
 NE1416'DETROIT-WAYNE AIRPORT.
 NE1416
 NE1416                          STATION RECOVERY (1958)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 NE1416'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND IN GOOD
 NE1416'CONDITION.  THE
 NE1416'AIRPORT HAS BEEN RENAMED DETROIT METROPOLITAN WAYNE COUNTY AIRPORT.
 NE1416
 NE1416                          STATION RECOVERY (1965)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1416'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1416
 NE1416                          STATION RECOVERY (1968)
 NE1416
 NE1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 NE1416'THE STATION WAS RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0041 ***********************************************************************
 QL0041  DESIGNATION -  AIRPORT RM 1
 QL0041  PID         -  QL0041
 QL0041  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0041  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0041
 QL0041                         *CURRENT SURVEY CONTROL
 QL0041  ___________________________________________________________________
 QL0041* NAD 83(1986)-  45 58 14.     (N)    086 10 31.     (W)     SCALED    
 QL0041* NAVD 88     -       206.693  (meters)     678.13   (feet)  ADJUSTED  
 QL0041  ___________________________________________________________________
 QL0041  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QL0041  DYNAMIC HT  -         206.700 (meters)     678.15  (feet)  COMP
 QL0041  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 QL0041
 QL0041  VERT ORDER  -  FIRST     CLASS 0
 QL0041
 QL0041.This mark is at Schoolcraft County Airport (ISQ)
 QL0041
 QL0041.The horizontal coordinates were scaled from a topographic map and have
 QL0041.an estimated accuracy of +/- 6 seconds.
 QL0041
 QL0041.The orthometric height was determined by differential leveling
 QL0041.and adjusted by the National Geodetic Survey in June 1991..
 QL0041
 QL0041.The geoid height was determined by GEOID03.
 QL0041
 QL0041.The dynamic height is computed by dividing the NAVD 88
 QL0041.geopotential number by the normal gravity value computed on the
 QL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0041.degrees latitude (g = 980.6199 gals.).
 QL0041
 QL0041.The modeled gravity was interpolated from observed gravity values.
 QL0041
 QL0041;                    North         East    Units  Estimated Accuracy
 QL0041;SPC MI N     -   132,290.    8,063,910.      MT  (+/- 180 meters Scaled)
 QL0041
 QL0041                          SUPERSEDED SURVEY CONTROL
 QL0041
 QL0041  NGVD 29 (??/??/92)  206.724  (m)          678.23   (f) ADJ UNCH    1 0
 QL0041
 QL0041.Superseded values are not recommended for survey control.
 QL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0041.See file dsdata.txt to determine how the superseded data were derived.
 QL0041
 QL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER638911(NAD 83)
 QL0041_MARKER: DR = REFERENCE MARK DISK
 QL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0041_STAMPING: AIRPORT NO 1 1965
 QL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0041+STABILITY: SURFACE MOTION
 QL0041
 QL0041  HISTORY     - Date     Condition        Report By
 QL0041  HISTORY     - 1965     MONUMENTED       CGS
 QL0041  HISTORY     - 1972     GOOD             NGS
 QL0041
 QL0041                          STATION DESCRIPTION
 QL0041
 QL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0041'4.6 MI E FROM MANISTIQUE.
 QL0041'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0041'AT MANISTIQUE, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD TO
 QL0041'TIMBER AREA, ALONG THE WEST SIDE OF THE SCHOOLCRAFT AIRPORT,
 QL0041'95.7 FEET NORTH OF THE STATION MARK DESCRIBED, 60 FEET NORTHEAST
 QL0041'OF A LARGE FORKED PINE TREE, 5 FEET EAST OF THE SOUTHEAST CORNER
 QL0041'OF A SMALL SHACK, 134.0 FEET NORTHEAST OF RM 2 DESCRIBED, SET
 QL0041'IN THE TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE
 QL0041'GROUND.  SECTION 3, T41N, R15W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0039 ***********************************************************************
 QL0039  DESIGNATION -  AIRPORT RM 2
 QL0039  PID         -  QL0039
 QL0039  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0039  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0039
 QL0039                         *CURRENT SURVEY CONTROL
 QL0039  ___________________________________________________________________
 QL0039* NAD 83(1986)-  45 58 14.     (N)    086 10 31.     (W)     SCALED    
 QL0039* NAVD 88     -       206.639  (meters)     677.95   (feet)  ADJUSTED  
 QL0039  ___________________________________________________________________
 QL0039  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QL0039  DYNAMIC HT  -         206.646 (meters)     677.97  (feet)  COMP
 QL0039  MODELED GRAV-     980,643.2   (mgal)                       NAVD 88
 QL0039
 QL0039  VERT ORDER  -  FIRST     CLASS 0
 QL0039
 QL0039.This mark is at Schoolcraft County Airport (ISQ)
 QL0039
 QL0039.The horizontal coordinates were scaled from a topographic map and have
 QL0039.an estimated accuracy of +/- 6 seconds.
 QL0039
 QL0039.The orthometric height was determined by differential leveling
 QL0039.and adjusted by the National Geodetic Survey in June 1991..
 QL0039
 QL0039.The geoid height was determined by GEOID03.
 QL0039
 QL0039.The dynamic height is computed by dividing the NAVD 88
 QL0039.geopotential number by the normal gravity value computed on the
 QL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0039.degrees latitude (g = 980.6199 gals.).
 QL0039
 QL0039.The modeled gravity was interpolated from observed gravity values.
 QL0039
 QL0039;                    North         East    Units  Estimated Accuracy
 QL0039;SPC MI N     -   132,290.    8,063,910.      MT  (+/- 180 meters Scaled)
 QL0039
 QL0039                          SUPERSEDED SURVEY CONTROL
 QL0039
 QL0039  NGVD 29 (??/??/92)  206.670  (m)          678.05   (f) ADJ UNCH    1 0
 QL0039
 QL0039.Superseded values are not recommended for survey control.
 QL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0039.See file dsdata.txt to determine how the superseded data were derived.
 QL0039
 QL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER638911(NAD 83)
 QL0039_MARKER: DR = REFERENCE MARK DISK
 QL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0039_STAMPING: AIRPORT NO 2 1965
 QL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0039+STABILITY: SURFACE MOTION
 QL0039
 QL0039  HISTORY     - Date     Condition        Report By
 QL0039  HISTORY     - 1965     MONUMENTED       CGS
 QL0039  HISTORY     - 1972     GOOD             NGS
 QL0039
 QL0039                          STATION DESCRIPTION
 QL0039
 QL0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0039'4.6 MI E FROM MANISTIQUE.
 QL0039'ABOUT 4.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0039'AT MANISTIQUE, THENCE 0.15 MILE NORTH ALONG A TRACK ROAD TO
 QL0039'A TIMBER AREA, ALONG THE WEST SIDE OF THE SCHOOLCRAFT AIRPORT,
 QL0039'ABOUT 0.15 MILE NORTHWEST OF THE MAIN HANGAR, 51 FEET SOUTH OF
 QL0039'A 30 INCH PINE TREE, 29 1/2 FEET NORTH OF A 30-INCH PINE TREE,
 QL0039'7 1/2 FEET EAST OF A TRACK ROAD THRU TREES, 134 FEET SOUTHWEST
 QL0039'OF RM 1 DESCRIBED, SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0039'1 INCH ABOVE THE LEVEL OF THE GROUND.  SECTION 3, T 41N, R 15W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1276 ***********************************************************************
 NE1276  DESIGNATION -  AIRWAY BEACON 27
 NE1276  PID         -  NE1276
 NE1276  STATE/COUNTY-  MI/OAKLAND
 NE1276  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE1276
 NE1276                         *CURRENT SURVEY CONTROL
 NE1276  ___________________________________________________________________
 NE1276* NAD 83(1994)-  42 32 29.23447(N)    083 20 54.84854(W)     ADJUSTED  
 NE1276* NAVD 88     -                                                        
 NE1276  ___________________________________________________________________
 NE1276  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 NE1276  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NE1276
 NE1276  HORZ ORDER  -  THIRD
 NE1276
 NE1276.The horizontal coordinates were established by classical geodetic methods
 NE1276.and adjusted by the National Geodetic Survey in February 1997..
 NE1276
 NE1276
 NE1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1276
 NE1276.The geoid height was determined by GEOID03.
 NE1276
 NE1276;                    North         East     Units Scale Factor Converg.
 NE1276;SPC MI S     -   116,187.594 4,083,622.987   MT  0.99992476   +0 41 34.2
 NE1276;SPC MI S     -   381,192.89 13,397,713.21   iFT  0.99992476   +0 41 34.2
 NE1276;UTM  17      - 4,712,569.246   307,149.962   MT  1.00005760   -1 35 18.3
 NE1276
 NE1276                          SUPERSEDED SURVEY CONTROL
 NE1276
 NE1276  NAD 83(1986)-  42 32 29.23841(N)    083 20 54.87466(W) AD(       ) 4
 NE1276  NAD 27      -  42 32 29.11700(N)    083 20 55.11800(W) AD(       ) 3
 NE1276
 NE1276.Superseded values are not recommended for survey control.
 NE1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1276.See file dsdata.txt to determine how the superseded data were derived.
 NE1276
 NE1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0715012569(NAD 83)
 NE1276
 NE1276  HISTORY     - Date     Condition        Report By
 NE1276  HISTORY     - 1932     MONUMENTED       CGS
 NE1276
 NE1276                          STATION DESCRIPTION
 NE1276
 NE1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1276'A 24-INCH ROTATING BEACON ON 62-FOOT TOWER, ABOUT 7 MILES BY ROAD
 NE1276'NORTH OF REDFORD, ABOUT 3 MILES
 NE1276'SOUTH-SOUTHWEST OF BIRMINGHAM IN SEC. 35, T. 2 N., R. 9 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1367 ***********************************************************************
 NF1367  DESIGNATION -  AIRWAY BEACON NO 20
 NF1367  PID         -  NF1367
 NF1367  STATE/COUNTY-  MI/JACKSON
 NF1367  USGS QUAD   -  GRASS LAKE (1973)
 NF1367
 NF1367                         *CURRENT SURVEY CONTROL
 NF1367  ___________________________________________________________________
 NF1367* NAD 83(1994)-  42 15 09.00142(N)    084 13 42.95305(W)     ADJUSTED  
 NF1367* NAVD 88     -                                                        
 NF1367  ___________________________________________________________________
 NF1367  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 NF1367  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NF1367
 NF1367  HORZ ORDER  -  THIRD
 NF1367
 NF1367.The horizontal coordinates were established by classical geodetic methods
 NF1367.and adjusted by the National Geodetic Survey in February 1997..
 NF1367
 NF1367
 NF1367.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1367
 NF1367.The geoid height was determined by GEOID03.
 NF1367
 NF1367;                    North         East     Units Scale Factor Converg.
 NF1367;SPC MI S     -    83,595.869 4,011,393.378   MT  0.99996738   +0 05 38.3
 NF1367;SPC MI S     -   274,264.66 13,160,739.43   iFT  0.99996738   +0 05 38.3
 NF1367;UTM  16      - 4,681,531.022   728,619.993   MT  1.00024315   +1 51 51.5
 NF1367
 NF1367                          SUPERSEDED SURVEY CONTROL
 NF1367
 NF1367  NAD 83(1986)-  42 15 09.00323(N)    084 13 42.97319(W) AD(       ) 4
 NF1367  NAD 27      -  42 15 08.87441(N)    084 13 43.13924(W) AD(       ) 3
 NF1367
 NF1367.Superseded values are not recommended for survey control.
 NF1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1367.See file dsdata.txt to determine how the superseded data were derived.
 NF1367
 NF1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM2862081531(NAD 83)
 NF1367
 NF1367  HISTORY     - Date     Condition        Report By
 NF1367  HISTORY     - 1932     MONUMENTED       CGS
 NF1367  HISTORY     - 19970327 MARK NOT FOUND   USPSQD
 NF1367
 NF1367                          STATION DESCRIPTION
 NF1367
 NF1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1367'A 24-INCH ROTATING BEACON ON 51-FOOT TOWER NEAR GRASS LAKE.
 NF1367
 NF1367                          STATION RECOVERY (1997)
 NF1367
 NF1367'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0228 ***********************************************************************
 RJ0228  DESIGNATION -  AL
 RJ0228  PID         -  RJ0228
 RJ0228  STATE/COUNTY-  MI/CHIPPEWA
 RJ0228  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0228
 RJ0228                         *CURRENT SURVEY CONTROL
 RJ0228  ___________________________________________________________________
 RJ0228* NAD 83(1986)-  46 29 48.     (N)    084 08 49.     (W)     SCALED    
 RJ0228* NAVD 88     -       195.935  (meters)     642.83   (feet)  ADJUSTED  
 RJ0228  ___________________________________________________________________
 RJ0228  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 RJ0228  DYNAMIC HT  -         195.945 (meters)     642.86  (feet)  COMP
 RJ0228  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RJ0228
 RJ0228  VERT ORDER  -  FIRST     CLASS I
 RJ0228
 RJ0228.The horizontal coordinates were scaled from a topographic map and have
 RJ0228.an estimated accuracy of +/- 6 seconds.
 RJ0228
 RJ0228.The orthometric height was determined by differential leveling
 RJ0228.and adjusted by the National Geodetic Survey in June 1991..
 RJ0228
 RJ0228.The geoid height was determined by GEOID03.
 RJ0228
 RJ0228.The dynamic height is computed by dividing the NAVD 88
 RJ0228.geopotential number by the normal gravity value computed on the
 RJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0228.degrees latitude (g = 980.6199 gals.).
 RJ0228
 RJ0228.The modeled gravity was interpolated from observed gravity values.
 RJ0228
 RJ0228;                    North         East    Units  Estimated Accuracy
 RJ0228;SPC MI N     -   194,370.    8,218,950.      MT  (+/- 180 meters Scaled)
 RJ0228
 RJ0228                          SUPERSEDED SURVEY CONTROL
 RJ0228
 RJ0228  NGVD 29 (??/??/92)  195.925  (m)          642.80   (f) ADJ UNCH    1 1
 RJ0228
 RJ0228.Superseded values are not recommended for survey control.
 RJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0228.See file dsdata.txt to determine how the superseded data were derived.
 RJ0228
 RJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189531(NAD 83)
 RJ0228_MARKER: Z = SEE DESCRIPTION
 RJ0228_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0228+WITH SETTING: INTO GROUND
 RJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0228+STABILITY: SURFACE MOTION
 RJ0228
 RJ0228  HISTORY     - Date     Condition        Report By
 RJ0228  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0228  HISTORY     - 1969     GOOD             USLS
 RJ0228  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0228
 RJ0228                          STATION DESCRIPTION
 RJ0228
 RJ0228'DESCRIBED BY US LAKE SURVEY 1969
 RJ0228'AT SUGAR ISLAND.
 RJ0228'AL IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0228'DOCK PROCEED EAST ON PAVED ROAD 6.9 MILES TO CURVE, THEN NORTH
 RJ0228'0.9 MILE TO VICINITY OF MARK ON RIGHT, 72.5 FEET SOUTHEAST OF
 RJ0228'UTILITY POLE NO. SU I-27B-43, 38 FEET SOUTHWEST OF WEST CORNER
 RJ0228'OF A GARAGE, 31 FEET NORTHWEST OF NORTH CORNER AND IN LINE WITH
 RJ0228'NORTHEAST FACE OF A RED DWELLING, 29.0 FEET NORTH OF A UTILITY
 RJ0228'POLE, 13 FEET SOUTHEAST OF CENTERLINE OF ROAD, 1/4-FOOT BELOW
 RJ0228'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0228'DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.
 RJ0228
 RJ0228                          STATION RECOVERY (1983)
 RJ0228
 RJ0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0228'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0247 ***********************************************************************
 NE0247  DESIGNATION -  ALARM
 NE0247  PID         -  NE0247
 NE0247  STATE/COUNTY-  MI/ST CLAIR
 NE0247  USGS QUAD   -  ALGONAC (1978)
 NE0247
 NE0247                         *CURRENT SURVEY CONTROL
 NE0247  ___________________________________________________________________
 NE0247* NAD 83(1986)-  42 35 40.     (N)    082 36 24.     (W)     SCALED    
 NE0247* NAVD 88     -       175.805  (meters)     576.79   (feet)  ADJUSTED  
 NE0247  ___________________________________________________________________
 NE0247  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0247  DYNAMIC HT  -         175.756 (meters)     576.63  (feet)  COMP
 NE0247  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 NE0247
 NE0247  VERT ORDER  -  FIRST     CLASS 0
 NE0247
 NE0247.The horizontal coordinates were scaled from a topographic map and have
 NE0247.an estimated accuracy of +/- 6 seconds.
 NE0247
 NE0247.The orthometric height was determined by differential leveling
 NE0247.and adjusted by the National Geodetic Survey in June 1991..
 NE0247
 NE0247.The geoid height was determined by GEOID03.
 NE0247
 NE0247.The dynamic height is computed by dividing the NAVD 88
 NE0247.geopotential number by the normal gravity value computed on the
 NE0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0247.degrees latitude (g = 980.6199 gals.).
 NE0247
 NE0247.The modeled gravity was interpolated from observed gravity values.
 NE0247
 NE0247;                    North         East    Units  Estimated Accuracy
 NE0247;SPC MI S     -   123,080.    4,144,430.      MT  (+/- 180 meters Scaled)
 NE0247
 NE0247                          SUPERSEDED SURVEY CONTROL
 NE0247
 NE0247  NGVD 29 (??/??/92)  175.939  (m)          577.23   (f) ADJ UNCH    1 0
 NE0247
 NE0247.Superseded values are not recommended for survey control.
 NE0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0247.See file dsdata.txt to determine how the superseded data were derived.
 NE0247
 NE0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH681170(NAD 83)
 NE0247_MARKER: Z = SEE DESCRIPTION
 NE0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0247_SP_SET: STEEL ROD
 NE0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0247
 NE0247  HISTORY     - Date     Condition        Report By
 NE0247  HISTORY     - 1969     MONUMENTED       USLS
 NE0247  HISTORY     - 1970     GOOD             USLS
 NE0247
 NE0247                          STATION DESCRIPTION
 NE0247
 NE0247'DESCRIBED BY US LAKE SURVEY 1970
 NE0247'AT HARSENS ISLAND.
 NE0247'ALARM IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON SOUTHEAST
 NE0247'SIDE OF MIDDLE CHANNEL, ABOUT 3.1 MILES SOUTHWESTERLY OF FERRY
 NE0247'DOCK, AT NO. 4776 MIDDLE CHANNEL DRIVE, 85.2 FEET SOUTHWEST OF
 NE0247'UTILITY POLE NO. DE 63-40-G5, 21 FEET SOUTHWEST OF CENTERLINE
 NE0247'OF DRIVEWAY, 16.7 FEET SOUTHEAST OF TWIN-TRUNKED WILLOW, 16
 NE0247'FEET NORTHWEST OF CENTERLINE OF ROAD, 12.4 FEET SOUTHWEST OF
 NE0247'FIRE HYDRANT BASE, 1/2-FEET BELOW THE GROUND SURFACE, BEING
 NE0247'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 NE0247'ROD, 32 FEET LONG.  NOTE-- BM 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0559 ***********************************************************************
 QK0559  DESIGNATION -  ALBANY USLS 1905
 QK0559  PID         -  QK0559
 QK0559  STATE/COUNTY-  MI/CHIPPEWA
 QK0559  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0559
 QK0559                         *CURRENT SURVEY CONTROL
 QK0559  ___________________________________________________________________
 QK0559* NAD 83(1994)-  45 58 03.18365(N)    084 06 03.20244(W)     ADJUSTED  
 QK0559* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0559  ___________________________________________________________________
 QK0559  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 QK0559  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QK0559
 QK0559  HORZ ORDER  -  FIRST
 QK0559
 QK0559.The horizontal coordinates were established by classical geodetic methods
 QK0559.and adjusted by the National Geodetic Survey in February 1997..
 QK0559
 QK0559.The orthometric height was scaled from a topographic map.
 QK0559
 QK0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0559
 QK0559.The geoid height was determined by GEOID03.
 QK0559
 QK0559;                    North         East     Units Scale Factor Converg.
 QK0559;SPC MI N     -   135,727.093 8,224,637.419   MT  0.99991813   +2 05 43.6
 QK0559;SPC MI N     -   445,298.86 26,983,718.57   iFT  0.99991813   +2 05 43.6
 QK0559;UTM  16      - 5,094,529.403   724,612.894   MT  1.00022026   +2 05 06.6
 QK0559
 QK0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0559!SPC MI N     -   0.99997797  x   0.99991813  =   0.99989610
 QK0559!UTM  16      -   0.99997797  x   1.00022026  =   1.00019822
 QK0559
 QK0559:                Primary Azimuth Mark                     Grid Az
 QK0559:SPC MI N     -  HURON POINT USLS 1916                    092 59 19.3
 QK0559:UTM  16      -  HURON POINT USLS 1916                    092 59 56.3
 QK0559
 QK0559|---------------------------------------------------------------------|
 QK0559| PID    Reference Object                     Distance      Geod. Az  |
 QK0559|                                                           dddmmss.s |
 QK0559| QK0558 HURON POINT USLS 1916               APPROX. 2.4 KM 0950502.9 |
 QK0559|---------------------------------------------------------------------|
 QK0559
 QK0559                          SUPERSEDED SURVEY CONTROL
 QK0559
 QK0559  NAD 83(1986)-  45 58 03.17349(N)    084 06 03.20095(W) AD(       ) 1
 QK0559  NAD 27      -  45 58 03.09800(N)    084 06 03.15300(W) AD(       ) 1
 QK0559
 QK0559.Superseded values are not recommended for survey control.
 QK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0559.See file dsdata.txt to determine how the superseded data were derived.
 QK0559
 QK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2461394529(NAD 83)
 QK0559_MARKER: Z = SEE DESCRIPTION
 QK0559_SETTING: 0 = UNSPECIFIED SETTING
 QK0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0559
 QK0559  HISTORY     - Date     Condition        Report By
 QK0559  HISTORY     - 1905     MONUMENTED       USLS
 QK0559  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0559  HISTORY     - 1977     GOOD             NGS
 QK0559
 QK0559                          STATION DESCRIPTION
 QK0559
 QK0559'DESCRIBED BY US LAKE SURVEY 1905
 QK0559'AT NORTH END OF LAKE HURON, ON SOUTH END OF ALBANY ISLAND, 95.4 FEET
 QK0559'S. 45 DEG 45 MIN E. FROM SOUTHWEST CORNER
 QK0559'OF COTTAGE, 85.5 FEET S. 23 DEG 05 MIN E. FROM SOUTHEAST CORNER OF
 QK0559'COTTAGE, 75.4 FEET S. 25 DEG 47 MIN E.
 QK0559'FROM SPRUCE TREE IN FRONT OF COTTAGE, 97.0 FEET S. 16 DEG 17 MIN
 QK0559'E. FROM CEDAR TREE, AND 51 FEET N. 15 DEG 09 MIN
 QK0559'W. FROM BOULDER.  MARKED BY SPIKE
 QK0559'DRIVEN INTO HOLE AT THE INTERSECTION OF LINES OF CROSS CUT ON ROCK
 QK0559'AT SURFACE OF GROUND.
 QK0559
 QK0559                          STATION RECOVERY (1964)
 QK0559
 QK0559'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0559'HOW REACHED FROM JUNCTION OF DAWSON AND ONTARIO STREETS IN DETOUR
 QK0559'PROCEED SOUTHWESTERLY
 QK0559'ALONG ONTARIO STREET (STATE HIGHWAY 134) 10.55 MILES TO A DRIVEWAY
 QK0559'LEADING SOUTH TO ALBANY POINT.
 QK0559'FOLLOW DRIVEWAY TO EXTREME END OF POINT AND
 QK0559'VICINITY OF REF. NO. 3.
 QK0559'
 QK0559'CONDITION AND DESCRIPTION OF CENTER MARK- IN NORTH END OF LAKE HURON,
 QK0559'ON SOUTH END OF ALBANY IS., 75 WEST OF
 QK0559'WATERS EDGE, 75 FEET EAST OF WATERS EDGE, 150 FEET NORTH OF EXTREME
 QK0559'SOUTHERLY POINT, MARK IS 1/4 INCH SPIKE
 QK0559'LEADED INTO DRILL HOLE AT CENTER OF TWO CROSSED LINES CUT ON TOP
 QK0559'OF ERODED LIMESTONE SURFACE ROCK UNDER SMALL
 QK0559'CAIRN.  REF. NO. 1 IS 0.5 FT. N OF STATION.
 QK0559'REF. NO. 2 BEARS N 63 DEG 05 MIN E, 56.93 FEET.  REF. NO. 3
 QK0559'BEARS N 32 DEG 31 MIN W., 71.94 FEET.
 QK0559'(BEARINGS BASED ON MARTIN REEF LIGHT IN LIGHT LIST.)
 QK0559'REF. NO. 1 IS A
 QK0559'STANDARD BRONZE DISC, IS 0.5 FT. N OF AND IN SAME ROCK AS STATION.
 QK0559'
 QK0559'REF. NO. 2, AT SAME ELEVATION AS STATION, 20 FT. WEST OF WATERS EDGE
 QK0559'IS A 3-INCH CROSS CUT ON HIGH POINT
 QK0559'OF 3 X 3-1/2 X 2 FT. HIGH GRAY GRANITE BOULDER WITH WITH TAN VEINS,
 QK0559'IS 56.93 FT. FROM STATION IN BEARING N 63
 QK0559'DEG 05 MIN E.
 QK0559'
 QK0559'REF. NO. 3 BEARS N 32 DEG 31 MIN W, 71.94 FT. FROM STATION AND IS ON
 QK0559'A 4 FT. HIGH BROKEN LIME- STONE RIDGE, 15
 QK0559'FT. SOUTH OF OLD CABIN RUINS, 225 FT. NORTH OF EXTREME SOUTHERLY
 QK0559'POINT, 75 FT. WESTERLY OF WATERS
 QK0559'EDGE, 90 FT. EAST OF WATERS EDGE, AND IS A BRONZE DISC SET.
 QK0559'IN TOP OF A 6-INCH DIAMETER CONCRETE
 QK0559'MONUMENT 2 FEET LONG AND 1/4 FT. ABOVE THE GROUND.
 QK0559
 QK0559                          STATION RECOVERY (1977)
 QK0559
 QK0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (KO)
 QK0559'STATION RECOVERED, HOWEVER, NEW DESCRIPTION FOLLOWS--
 QK0559'
 QK0559'THE STATION IS LOCATED IN THE NORTHEND OF LAKE HURON, ON SOUTHEND
 QK0559'OF ALBANY IS., 75 FEET WEST OF WATERS EASTERN EDGE, 75 FEET EAST
 QK0559'OF WATERS WESTERN EDGE, 150 FEET NORTH OF EXTREME SOUTHERLY POINT.
 QK0559'MARK IS 1/4 INCH SPIKE LEADED INTO DRILLHOLE AT CENTER OF TWO
 QK0559'CROSSED LINES CUT ON TOP OF ERODED LIMESTONE SURFACE ROCK.
 QK0559'
 QK0559'TO REACH THE STATION FROM THE JUNCTION OF DAWSON AND ONTARIO
 QK0559'STREETS IN DETOUR VILLAGE, PROCEED SOUTHWESTERLY ALONG ONTARIO
 QK0559'STREET.  (STATE HIGHWAY 134) 10.55 MILES TO A DRIVEWAY LEADING
 QK0559'SOUTH TO ALBANY POINT.  FOLLOW DRIVEWAY TO BOAT DOCK ON EASTERN
 QK0559'EDGE OF ISLAND.  PROCEED ON FOOT DOWN PATH FROM BOAT DOCK TO
 QK0559'SOUTHERN END OF ISLAND.
 QK0559'
 QK0559'REFERENCE MARK 1 IS A STANDARD U. S. LAKE SURVEY DISK, STAMPED
 QK0559'ALBANY NO. 1 1964.  IT IS 0.5 FEET NORTH OF AND IN SAME ROCK AS
 QK0559'STATION.
 QK0559'
 QK0559'REFERENCE MARK 2 IS A 3-INCH CROSS CUT ON HIGH POINT OF 3X31/2X2
 QK0559'FEET HIGH GRAY GRANITE BOULDER WITH TAN VEINS, 20 FEET WEST OF
 QK0559'WATERS EDGE, 56.93 FEET FROM AND AT SAME ELEVATION AS STATION,
 QK0559'BEARING N 63 DEG 05 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1402 ***********************************************************************
 NF1402  DESIGNATION -  ALBION N MUN TANK
 NF1402  PID         -  NF1402
 NF1402  STATE/COUNTY-  MI/CALHOUN
 NF1402  USGS QUAD   -  SOUTHWEST ALBION (1980)
 NF1402
 NF1402                         *CURRENT SURVEY CONTROL
 NF1402  ___________________________________________________________________
 NF1402* NAD 83(1994)-  42 14 56.75216(N)    084 45 13.98944(W)     ADJUSTED  
 NF1402* NAVD 88     -                                                        
 NF1402  ___________________________________________________________________
 NF1402  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NF1402  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NF1402
 NF1402  HORZ ORDER  -  THIRD
 NF1402
 NF1402.The horizontal coordinates were established by classical geodetic methods
 NF1402.and adjusted by the National Geodetic Survey in February 1997..
 NF1402
 NF1402
 NF1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1402
 NF1402.The geoid height was determined by GEOID03.
 NF1402
 NF1402;                    North         East     Units Scale Factor Converg.
 NF1402;SPC MI S     -    83,282.071 3,968,045.145   MT  0.99996803   -0 15 48.7
 NF1402;SPC MI S     -   273,235.14 13,018,520.82   iFT  0.99996803   -0 15 48.7
 NF1402;UTM  16      - 4,679,876.513   685,295.213   MT  1.00002247   +1 30 38.2
 NF1402
 NF1402                          SUPERSEDED SURVEY CONTROL
 NF1402
 NF1402  NAD 83(1986)-  42 14 56.75105(N)    084 45 14.00754(W) AD(       ) 4
 NF1402  NAD 27      -  42 14 56.58967(N)    084 45 14.08562(W) AD(       ) 3
 NF1402
 NF1402.Superseded values are not recommended for survey control.
 NF1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1402.See file dsdata.txt to determine how the superseded data were derived.
 NF1402
 NF1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8529579877(NAD 83)
 NF1402_MARKER: 53 = ELEVATED TANK
 NF1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1402+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 NF1402
 NF1402  HISTORY     - Date     Condition        Report By
 NF1402  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1402  HISTORY     - 19991028 GOOD             USPSQD
 NF1402  HISTORY     - 20040324 GOOD             USPSQD
 NF1402  HISTORY     - 20050918 GOOD             USPSQD
 NF1402
 NF1402                          STATION DESCRIPTION
 NF1402
 NF1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1402'ALBION, NORTH MUNICIPAL WATER TANK IS LOCATED IN THE NORTH EDGE
 NF1402'OF ALBION ABOUT
 NF1402'200 FEET EAST OF THE INTERSECTION OF NORTH CLINTON
 NF1402'STREET AND WEST CHESTNUT STREET.
 NF1402'IT IS A DOUBLE ELLIPSOIDAL TANK,
 NF1402'PAINTED LIGHT GREEN AND IS SUPPORTED BY EIGHT LEGS.
 NF1402'IT HAS AN OVERALL
 NF1402'HEIGHT OF 135 FEET AND HAS A DOUBLE RED LIGHT ON TOP.
 NF1402'
 NF1402'THE POINT INTERSECTED WAS THE DOUBLE RED LIGHT ATOP THE TANK.
 NF1402
 NF1402                          STATION RECOVERY (1999)
 NF1402
 NF1402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1402'RECOVERED IN GOOD CONDITION.
 NF1402
 NF1402                          STATION RECOVERY (2004)
 NF1402
 NF1402'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1402'RECOVERED IN GOOD CONDITION.
 NF1402
 NF1402                          STATION RECOVERY (2005)
 NF1402
 NF1402'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1408 ***********************************************************************
 NF1408  DESIGNATION -  ALBION WOLVERINE CABLE TV MAST
 NF1408  PID         -  NF1408
 NF1408  STATE/COUNTY-  MI/CALHOUN
 NF1408  USGS QUAD   -  NORTHWEST ALBION (1980)
 NF1408
 NF1408                         *CURRENT SURVEY CONTROL
 NF1408  ___________________________________________________________________
 NF1408* NAD 83(1994)-  42 16 35.84890(N)    084 49 51.05513(W)     ADJUSTED  
 NF1408* NAVD 88     -                                                        
 NF1408  ___________________________________________________________________
 NF1408  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 NF1408  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NF1408
 NF1408  HORZ ORDER  -  THIRD
 NF1408
 NF1408.The horizontal coordinates were established by classical geodetic methods
 NF1408.and adjusted by the National Geodetic Survey in February 1997..
 NF1408
 NF1408
 NF1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1408
 NF1408.The geoid height was determined by GEOID03.
 NF1408
 NF1408;                    North         East     Units Scale Factor Converg.
 NF1408;SPC MI S     -    86,371.673 3,961,710.798   MT  0.99996286   -0 18 57.2
 NF1408;SPC MI S     -   283,371.63 12,997,738.84   iFT  0.99996286   -0 18 57.2
 NF1408;UTM  16      - 4,682,768.573   678,867.941   MT  0.99999367   +1 27 34.6
 NF1408
 NF1408                          SUPERSEDED SURVEY CONTROL
 NF1408
 NF1408  NAD 83(1986)-  42 16 35.84749(N)    084 49 51.07267(W) AD(       ) 4
 NF1408  NAD 27      -  42 16 35.69232(N)    084 49 51.13979(W) AD(       ) 3
 NF1408
 NF1408.Superseded values are not recommended for survey control.
 NF1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1408.See file dsdata.txt to determine how the superseded data were derived.
 NF1408
 NF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7886882769(NAD 83)
 NF1408_MARKER: 42 = RADIO/TV MAST
 NF1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1408+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2005
 NF1408
 NF1408  HISTORY     - Date     Condition        Report By
 NF1408  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1408  HISTORY     - 20040324 GOOD             USPSQD
 NF1408  HISTORY     - 20050918 GOOD             USPSQD
 NF1408
 NF1408                          STATION DESCRIPTION
 NF1408
 NF1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1408'ALBION, WOLVERINE CABLEVISION INCORPORATED MAST IS LOCATED
 NF1408'ABOUT 4-3/4 MILES
 NF1408'NORTHWEST OF ALBION AND IS OWNED JOINTLY BY TIME-LIFE
 NF1408'BROADCASTING AND FETZER BROADCASTING
 NF1408'OF GRAND RAPIDS, MICHIGAN.
 NF1408'
 NF1408'TO REACH THE STATION FROM THE INTERSECTION OF NORTH SUPERIOR
 NF1408'STREET AND AUSTIN
 NF1408'AVENUE IN THE NORTH EDGE OF ALBION GO WESTERLY ON
 NF1408'AUSTIN AVENUE FOR 1.3 MILES TO WHERE
 NF1408'AUSTIN AVENUE BECOMES MICHIGAN
 NF1408'AVENUE.  CONTINUE WESTERLY ON MICHIGAN AVENUE FOR 2.8
 NF1408'MILES TO A SIDE
 NF1408'ROAD RIGHT. TURN RIGHT AND GO NORTH ON 24 MILE ROAD FOR 0.1 MILE TO
 NF1408'THE STATION ON THE
 NF1408'LEFT.
 NF1408'
 NF1408'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 NF1408'ALTERNATELY RED
 NF1408'AND WHITE, AND HAS OVERALL HEIGHT OF 256 FEET.  IT
 NF1408'HAS TWO OCTAGONAL SHAPED REFLECTORS
 NF1408'NEAR THE TOP AND NUMEROUS ANTENNAE
 NF1408'FROM ABOUT HALF WAY OF THE MAST TO THE TOP.
 NF1408'
 NF1408'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1408
 NF1408                          STATION RECOVERY (2004)
 NF1408
 NF1408'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1408'RECOVERED IN GOOD CONDITION.
 NF1408
 NF1408                          STATION RECOVERY (2005)
 NF1408
 NF1408'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0557 ***********************************************************************
 RK0557  DESIGNATION -  ALFRED
 RK0557  PID         -  RK0557
 RK0557  STATE/COUNTY-  MI/DICKINSON
 RK0557  USGS QUAD   -  ALFRED (1986)
 RK0557
 RK0557                         *CURRENT SURVEY CONTROL
 RK0557  ___________________________________________________________________
 RK0557* NAD 83(1994)-  46 05 07.35617(N)    087 39 45.62915(W)     ADJUSTED  
 RK0557* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RK0557  ___________________________________________________________________
 RK0557  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 RK0557  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 RK0557
 RK0557  HORZ ORDER  -  FIRST
 RK0557
 RK0557.The horizontal coordinates were established by classical geodetic methods
 RK0557.and adjusted by the National Geodetic Survey in February 1997..
 RK0557
 RK0557.The orthometric height was scaled from a topographic map.
 RK0557
 RK0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0557
 RK0557.The geoid height was determined by GEOID03.
 RK0557
 RK0557;                    North         East     Units Scale Factor Converg.
 RK0557;SPC MI N     -   144,928.482 7,948,751.303   MT  0.99990889   -0 28 44.3
 RK0557;SPC MI N     -   475,487.15 26,078,580.39   iFT  0.99990889   -0 28 44.3
 RK0557;UTM  16      - 5,103,746.938   448,766.580   MT  0.99963227   -0 28 38.6
 RK0557
 RK0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0557!SPC MI N     -   0.99994563  x   0.99990889  =   0.99985452
 RK0557!UTM  16      -   0.99994563  x   0.99963227  =   0.99957792
 RK0557
 RK0557|---------------------------------------------------------------------|
 RK0557| PID    Reference Object                     Distance      Geod. Az  |
 RK0557|                                                           dddmmss.s |
 RK0557| RK0558 ALFRED 1954 RM 1                     16.253 METERS 00645     |
 RK0557| CJ1766 ALFRED RM 2                          30.512 METERS 27914     |
 RK0557| CJ1765 ALFRED AZ MK                                       2860613.7 |
 RK0557|---------------------------------------------------------------------|
 RK0557
 RK0557                          SUPERSEDED SURVEY CONTROL
 RK0557
 RK0557  NAD 83(1986)-  46 05 07.35328(N)    087 39 45.62423(W) AD(       ) 1
 RK0557  NAD 27      -  46 05 07.53000(N)    087 39 45.14000(W) AD(       ) 1
 RK0557
 RK0557.Superseded values are not recommended for survey control.
 RK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0557.See file dsdata.txt to determine how the superseded data were derived.
 RK0557
 RK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4876703747(NAD 83)
 RK0557_MARKER: DS = TRIANGULATION STATION DISK
 RK0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0557+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 RK0557
 RK0557  HISTORY     - Date     Condition        Report By
 RK0557  HISTORY     - 1954     MONUMENTED       CGS
 RK0557  HISTORY     - 1956     GOOD             CGS
 RK0557  HISTORY     - 20040520 GOOD             MIDNR
 RK0557
 RK0557                          STATION DESCRIPTION
 RK0557
 RK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0557'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF RALPH, 3-1/2 MILES
 RK0557'NORTH-NORTHWEST OF NORTHLAND AND AT THE SITE OF THE ALFRED LOOKOUT
 RK0557'TOWER.  IT IS 44 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RK0557'TOWER.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED
 RK0557'ALFRED 1954.
 RK0557'
 RK0557'REFERENCE MARK NO 1 IS SET IN THE CENTER OF THE BASE OF THE ALFRED
 RK0557'LOOKOUT TOWER.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 RK0557'ALFRED NO 1 1954.
 RK0557'
 RK0557'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALFRED TO
 RK0557'RM NO 1 AND THE DISTANCE IS SHOWN ABOVE.
 RK0557'
 RK0557'REFERENCE MARK NO 2 IS WEST OF THE STATION.  THE MARK PROJECTS 5
 RK0557'INCHES AND THE DISK IS STAMPED ALFRED NO 2 1954.
 RK0557'
 RK0557'AZIMUTH MARK IS 16 FEET NORTH OF THE APPROXIMATE CENTER OF A
 RK0557'TRACKROAD AND 3 FEET NORTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 RK0557'6 INCHES AND THE DISK IS STAMPED ALFRED 1954.
 RK0557'
 RK0557'TO REACH FROM THE POST OFFICE AT THE SOUTH EDGE OF RALPH, GO NORTH
 RK0557'FOR 0.25 MILE TO A CROSSROADS, TURN RIGHT (EAST) ON A BLACK TOP AND
 RK0557'GRAVEL ROAD FOR 6.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 RK0557'(SOUTHEAST) FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.  HERE
 RK0557'CONTINUE SOUTHEAST FOR 0.2 MILE TO THE ALFRED LOOKOUT TOWER AND
 RK0557'THE STATION SITE AS DESCRIBED ABOVE.
 RK0557'
 RK0557'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0557
 RK0557                          STATION RECOVERY (1956)
 RK0557
 RK0557'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0557'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 RK0557'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 RK0557'ARE IN GOOD CONDITION, THE DISTANCE ARE VERIFIED AND THE DESCRIPTION
 RK0557'IS ENTIRELY ADEQUATE.
 RK0557
 RK0557                          STATION RECOVERY (2004)
 RK0557
 RK0557'RECOVERY NOTE BY MI DEPT OF NAT RES 2004 (JJP)
 RK0557'SUITABLE FOR GPS OBSERVATIONS
 RK0557'BOTH REFERENCE MONUMENTS RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0558 ***********************************************************************
 RK0558  DESIGNATION -  ALFRED 1954 RM 1
 RK0558  PID         -  RK0558
 RK0558  STATE/COUNTY-  MI/DICKINSON
 RK0558  USGS QUAD   -  ALFRED (1986)
 RK0558
 RK0558                         *CURRENT SURVEY CONTROL
 RK0558  ___________________________________________________________________
 RK0558* NAD 83(1994)-  46 05 07.87893(N)    087 39 45.54025(W)     ADJUSTED  
 RK0558* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RK0558  ___________________________________________________________________
 RK0558  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 RK0558  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 RK0558
 RK0558  HORZ ORDER  -  SECOND
 RK0558
 RK0558.The horizontal coordinates were established by classical geodetic methods
 RK0558.and adjusted by the National Geodetic Survey in February 1997..
 RK0558
 RK0558.The orthometric height was scaled from a topographic map.
 RK0558
 RK0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0558
 RK0558.The geoid height was determined by GEOID03.
 RK0558
 RK0558;                    North         East     Units Scale Factor Converg.
 RK0558;SPC MI N     -   144,944.605 7,948,753.347   MT  0.99990889   -0 28 44.2
 RK0558;SPC MI N     -   475,540.04 26,078,587.10   iFT  0.99990889   -0 28 44.2
 RK0558;UTM  16      - 5,103,763.056   448,768.623   MT  0.99963226   -0 28 38.5
 RK0558
 RK0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0558!SPC MI N     -   0.99994563  x   0.99990889  =   0.99985452
 RK0558!UTM  16      -   0.99994563  x   0.99963226  =   0.99957791
 RK0558
 RK0558                          SUPERSEDED SURVEY CONTROL
 RK0558
 RK0558  NAD 83(1986)-  46 05 07.87603(N)    087 39 45.53534(W) AD(       ) 2
 RK0558  NAD 27      -  46 05 08.05300(N)    087 39 45.05000(W) AD(       ) 2
 RK0558
 RK0558.Superseded values are not recommended for survey control.
 RK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0558.See file dsdata.txt to determine how the superseded data were derived.
 RK0558
 RK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4876903763(NAD 83)
 RK0558_MARKER: DS = TRIANGULATION STATION DISK
 RK0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0558+STABILITY: SURFACE MOTION
 RK0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0558+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004
 RK0558
 RK0558  HISTORY     - Date     Condition        Report By
 RK0558  HISTORY     - 1954     MONUMENTED       CGS
 RK0558  HISTORY     - 20040520 GOOD             MIDNR
 RK0558
 RK0558                          STATION DESCRIPTION
 RK0558
 RK0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0558'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF RALPH AND 3-1/2
 RK0558'MILES NORTH-NORTHWEST OF NORTHLAND.  THE TOWER IS A STEEL STRUCTURE,
 RK0558'110 FEET HIGH WITH AN OBSERVATION BUILDING A-TOP.  REFERENCE MARK
 RK0558'ALFRED NO 1 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0558'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED ALFRED NO 1
 RK0558'1954.
 RK0558'
 RK0558'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALFRED TO
 RK0558'ALFRED LOOKOUT TOWER (ALFRED RM NO 1 1954) AND THE DISTANCE IS 53.32
 RK0558'FEET OR 16.2526 METERS.
 RK0558'
 RK0558'TO REACH FROM THE POST OFFICE IN RALPH, GO NORTH FOR 0.25 MILE TO
 RK0558'A CROSSROADS, TURN RIGHT (EAST) ON A BLACK TOP AND GRAVEL ROAD FOR
 RK0558'6.75 MILES TO A SIDE ROAD RIGHT, TURN RIGHT SOUTHEAST FOR 0.35 MILE
 RK0558'AND THE STATION AS DESCRIBED.
 RK0558
 RK0558                          STATION RECOVERY (2004)
 RK0558
 RK0558'RECOVERY NOTE BY MI DEPT OF NAT RES 2004 (JJP)
 RK0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0452 ***********************************************************************
 PL0452  DESIGNATION -  ALGER
 PL0452  PID         -  PL0452
 PL0452  STATE/COUNTY-  MI/ARENAC
 PL0452  USGS QUAD   -  STERLING NW (1968)
 PL0452
 PL0452                         *CURRENT SURVEY CONTROL
 PL0452  ___________________________________________________________________
 PL0452* NAD 83(1994)-  44 08 40.97908(N)    084 08 37.17585(W)     ADJUSTED  
 PL0452* NAVD 88     -       247.3    (meters)     811.     (feet)  VERTCON   
 PL0452  ___________________________________________________________________
 PL0452  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 PL0452  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PL0452
 PL0452  HORZ ORDER  -  SECOND
 PL0452
 PL0452.The horizontal coordinates were established by classical geodetic methods
 PL0452.and adjusted by the National Geodetic Survey in February 1997..
 PL0452
 PL0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0452
 PL0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0452
 PL0452.The geoid height was determined by GEOID03.
 PL0452
 PL0452;                    North         East     Units Scale Factor Converg.
 PL0452;SPC MI C     -    92,039.787 6,017,843.126   MT  1.00000908   +0 09 27.1
 PL0452;SPC MI C     -   301,967.81 19,743,579.81   iFT  1.00000908   +0 09 27.1
 PL0452;UTM  16      - 4,891,914.059   728,450.120   MT  1.00024191   +1 59 24.8
 PL0452
 PL0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0452!SPC MI C     -   0.99996670  x   1.00000908  =   0.99997578
 PL0452!UTM  16      -   0.99996670  x   1.00024191  =   1.00020860
 PL0452
 PL0452|---------------------------------------------------------------------|
 PL0452| PID    Reference Object                     Distance      Geod. Az  |
 PL0452|                                                           dddmmss.s |
 PL0452| CH1658 ALGER RM 1                           23.337 METERS 13421     |
 PL0452| PL0451 ALGER AZ MK                         APPROX. 0.7 KM 1483758.8 |
 PL0452| CH1659 ALGER RM 2                           23.118 METERS 33347     |
 PL0452|---------------------------------------------------------------------|
 PL0452
 PL0452                          SUPERSEDED SURVEY CONTROL
 PL0452
 PL0452  NAD 83(1986)-  44 08 40.97236(N)    084 08 37.18831(W) AD(       ) 2
 PL0452  NAD 27      -  44 08 40.90143(N)    084 08 37.19059(W) AD(       ) 2
 PL0452  NGVD 29 (07/19/86)  247.5    (m)          812.     (f) VERT ANG       
 PL0452
 PL0452.Superseded values are not recommended for survey control.
 PL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0452.See file dsdata.txt to determine how the superseded data were derived.
 PL0452
 PL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2845091914(NAD 83)
 PL0452_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0452+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 PL0452
 PL0452  HISTORY     - Date     Condition        Report By
 PL0452  HISTORY     - 1981     MONUMENTED       NGS
 PL0452  HISTORY     - 20011011 GOOD             USPSQD
 PL0452
 PL0452                          STATION DESCRIPTION
 PL0452
 PL0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0452'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST OF
 PL0452'WEST BRANCH, 2.5 KM (1-1/2 MI) NORTHWEST OF THE SMALL
 PL0452'COMMUNITY OF ALGER, ON HIGHWAY RIGHT-OF-WAY,
 PL0452'AND IN THE SW1/4,S8,T20N,R2E OF MOFFATT TOWNSHIP.
 PL0452'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0452'LANSING MI 48904,TELEPHONE NUMBER 517-373-2120.
 PL0452'OWNERSHIP--STATE OF MICHIGAN.
 PL0452'
 PL0452'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 PL0452'75 AND STATE HIGHWAY 33, EXIT 202, GO NORTH ON INTERSTATE
 PL0452'HIGHWAY 75 FOR 1.0 KM (0.65 MI) TO THE AZIMUTH MARK ON THE LEFT,
 PL0452'CONTINUE NORTH FOR 0.6 KM (0.4 MI) TO THE STATION ON THE RIGHT.
 PL0452'
 PL0452'THE STATION IS A STANDARD NGS DISK
 PL0452'STAMPED---ALGER 1981---,
 PL0452'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0452'FLUSH WITH GROUND.  IT IS LOCATED
 PL0452'41.4 METERS (135.8 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 PL0452'LANES,
 PL0452'4.55 METERS (14.0 FT) WEST FROM A FENCE AND
 PL0452'0.8 METER (2.5 FT) NORTH FROM A METAL WITNESS POST.
 PL0452'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0452'STAMPED---ALGER 1981---,
 PL0452'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 PL0452'
 PL0452'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 PL0452'STAMPED---ALGER NO 1 1981---,
 PL0452'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0452'FLUSH WITH GROUND.  IT IS LOCATED
 PL0452'45 METERS (147.6 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 PL0452'LANES,
 PL0452'0.55 METER (1.8 FT) WEST FROM THE FENCE AND
 PL0452'0.45 METER (1.48 FT) NORTH FROM A METAL WITNESS POST.
 PL0452'MARK IS LEVEL WITH STATION.
 PL0452'
 PL0452'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 PL0452'STAMPED---ALGER NO 2 1981---,
 PL0452'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0452'FLUSH WITH GROUND.  IT IS LOCATED
 PL0452'45 METERS (147.6 FT) EAST FROM THE CENTER OF THE NORTH BOUND
 PL0452'LANES,
 PL0452'0.6 METER (1.97 FT) WEST FROM A FENCE, AND
 PL0452'0.6 METER (1.97 FT) NORTH FROM A METAL WITNESS POST.
 PL0452'MARK IS LEVEL WITH STATION.
 PL0452'
 PL0452'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 PL0452'STAMPED---ALGER 1981---,
 PL0452'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0452'FLUSH WITH GROUND.  IT IS LOCATED
 PL0452'19 METERS (62.0 FT) EAST FROM THE CENTER OF THE SOUTH BOUND LANES,
 PL0452'12.2 METERS (40.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 PL0452'LANES,
 PL0452'7.4 METERS (24.0 FT) NORTH FROM THE CENTER OF A MEDIAN CROSSROAD
 PL0452'AND
 PL0452'3.3 METERS (10.9 FT) EAST-SOUTHEAST FROM A SIGN POST.
 PL0452'
 PL0452'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0452'
 PL0452'DESCRIBED BY R.T. WOODRUFF.
 PL0452
 PL0452                          STATION RECOVERY (2001)
 PL0452
 PL0452'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0451 ***********************************************************************
 PL0451  DESIGNATION -  ALGER AZ MK
 PL0451  PID         -  PL0451
 PL0451  STATE/COUNTY-  MI/ARENAC
 PL0451  USGS QUAD   -  STERLING NW (1968)
 PL0451
 PL0451                         *CURRENT SURVEY CONTROL
 PL0451  ___________________________________________________________________
 PL0451* NAD 83(1994)-  44 08 22.42725(N)    084 08 21.47154(W)     ADJUSTED  
 PL0451* NAVD 88     -       240.     (meters)     787.     (feet)  VERTCON   
 PL0451  ___________________________________________________________________
 PL0451  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 PL0451  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PL0451
 PL0451  HORZ ORDER  -  SECOND
 PL0451
 PL0451.The horizontal coordinates were established by classical geodetic methods
 PL0451.and adjusted by the National Geodetic Survey in February 1997..
 PL0451.No horizontal observational check was made to the station.
 PL0451
 PL0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0451
 PL0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0451
 PL0451.The geoid height was determined by GEOID03.
 PL0451
 PL0451;                    North         East     Units Scale Factor Converg.
 PL0451;SPC MI C     -    91,468.145 6,018,193.765   MT  1.00001032   +0 09 38.2
 PL0451;SPC MI C     -   300,092.34 19,744,730.20   iFT  1.00001032   +0 09 38.2
 PL0451;UTM  16      - 4,891,353.792   728,818.946   MT  1.00024399   +1 59 35.1
 PL0451
 PL0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0451!SPC MI C     -   0.99996787  x   1.00001032  =   0.99997819
 PL0451!UTM  16      -   0.99996787  x   1.00024399  =   1.00021185
 PL0451
 PL0451                          SUPERSEDED SURVEY CONTROL
 PL0451
 PL0451  NAD 83(1986)-  44 08 22.42050(N)    084 08 21.48408(W) AD(       ) 2
 PL0451  NAD 27      -  44 08 22.34941(N)    084 08 21.48700(W) AD(       ) 2
 PL0451  NGVD 29 (07/19/86)  240.     (m)          787.     (f) VERT ANG       
 PL0451
 PL0451.Superseded values are not recommended for survey control.
 PL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0451.See file dsdata.txt to determine how the superseded data were derived.
 PL0451
 PL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2881991354(NAD 83)
 PL0451_MARKER: DZ = AZIMUTH MARK DISK
 PL0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0451+STABILITY: SURFACE MOTION
 PL0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0451+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 PL0451
 PL0451  HISTORY     - Date     Condition        Report By
 PL0451  HISTORY     - 1981     MONUMENTED       NGS
 PL0451  HISTORY     - 20011011 GOOD             USPSQD
 PL0451
 PL0451                          STATION DESCRIPTION
 PL0451
 PL0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0451'THE STATION IS LOCATED ABOUT 21.1 KM (12-1/2 MI) SOUTHEAST
 PL0451'OF WEST BRANCH, 1.6 KM (1 MI) NORTHWEST OF THE SMALL
 PL0451'COMMUNITY OF ALGER, ON HIGHWAY RIGHT-OF-WAY, AND IN THE
 PL0451'NW1/4,S17,T20N,R2E OF MOFFATT TOWNSHIP.
 PL0451'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0451'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0451'
 PL0451'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 PL0451'HIGHWAY 75 AND STATE HIGHWAY 33, EXIT 202, GO NORTH ON
 PL0451'INTERSTATE 75 FOR 1.0 KM (0.65 MI) TO THE STATION ON THE LEFT.
 PL0451'
 PL0451'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0451'STAMPED---ALGER 1981---,
 PL0451'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0451'FLUSH WITH GROUND.  IT IS LOCATED
 PL0451'19.0 METERS (62.0 FT) EAST FROM THE CENTER OF THE SOUTH BOUND
 PL0451'LANES,
 PL0451'12.2 METERS (40.0 FT) WEST FROM THE CENTER OF THE NORTH BOUND
 PL0451'LANES,
 PL0451'7.4 METERS (24.0 FT) NORTH FROM THE CENTER OF THE MEDIAN
 PL0451'CROSSROAD, AND
 PL0451'3.3 METERS (10.9 FT) EAST-SOUTHEAST FROM A SIGN POST.
 PL0451'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0451'STAMPED---ALGER 1981---,
 PL0451'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 PL0451'
 PL0451'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0451'
 PL0451'DESCRIBED BY R.T. WOODRUFF.
 PL0451
 PL0451                          STATION RECOVERY (2001)
 PL0451
 PL0451'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1650 ***********************************************************************
 NF1650  DESIGNATION -  ALLEGAN CO MED FACILITY TANK
 NF1650  PID         -  NF1650
 NF1650  STATE/COUNTY-  MI/ALLEGAN
 NF1650  USGS QUAD   -  ALLEGAN (1981)
 NF1650
 NF1650                         *CURRENT SURVEY CONTROL
 NF1650  ___________________________________________________________________
 NF1650* NAD 83(1994)-  42 34 45.08313(N)    085 52 02.03796(W)     ADJUSTED  
 NF1650* NAVD 88     -                                                        
 NF1650  ___________________________________________________________________
 NF1650  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 NF1650  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NF1650
 NF1650  HORZ ORDER  -  THIRD
 NF1650
 NF1650.The horizontal coordinates were established by classical geodetic methods
 NF1650.and adjusted by the National Geodetic Survey in February 1997..
 NF1650
 NF1650
 NF1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1650
 NF1650.The geoid height was determined by GEOID03.
 NF1650
 NF1650;                    North         East     Units Scale Factor Converg.
 NF1650;SPC MI S     -   120,971.187 3,876,826.959   MT  0.99992105   -1 01 16.2
 NF1650;SPC MI S     -   396,887.10 12,719,248.55   iFT  0.99992105   -1 01 16.2
 NF1650;UTM  16      - 4,714,708.046   592,958.088   MT  0.99970631   +0 45 59.4
 NF1650
 NF1650                          SUPERSEDED SURVEY CONTROL
 NF1650
 NF1650  NAD 83(1986)-  42 34 45.08221(N)    085 52 02.05478(W) AD(       ) 4
 NF1650  NAD 27      -  42 34 44.95960(N)    085 52 01.96725(W) AD(       ) 3
 NF1650
 NF1650.Superseded values are not recommended for survey control.
 NF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1650.See file dsdata.txt to determine how the superseded data were derived.
 NF1650
 NF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9295814708(NAD 83)
 NF1650_MARKER: 53 = ELEVATED TANK
 NF1650
 NF1650  HISTORY     - Date     Condition        Report By
 NF1650  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1650
 NF1650                          STATION DESCRIPTION
 NF1650
 NF1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1650'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF ALLEGAN, 3-3/4
 NF1650'MILES
 NF1650'EAST-SOUTHEAST OF DUNNINGVILLE AND OWNED BY ALLEGAN COUNTY.
 NF1650'
 NF1650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40,89
 NF1650'AND 118 IN
 NF1650'ALLEGAN, GO NORTHWEST ON STATE HIGHWAYS 40 AND 89 FOR 4.6
 NF1650'MILES TO A CROSSROAD.  TURN
 NF1650'RIGHT AND GO EAST ON 121ST AVENUE FOR 1.1
 NF1650'MILES TO A T-ROAD.  TURN LEFT AND GO NORTH AND
 NF1650'EAST ON 34TH STREET
 NF1650'WHICH BECOMES 122ND. STREET FOR 1.1 MILES TO THE STATION ON THE
 NF1650'LEFT.
 NF1650'
 NF1650'THE STATION IS A WATER TANK, BLACK IN COLOR, HAS FOUR BRIDGED STEEL
 NF1650'LEGS, A CONICAL
 NF1650'ROOF, ELLIPSOIDAL BOTTOM AND HAS AN OVER-ALL HEIGHT OF
 NF1650'125 FEET.
 NF1650'
 NF1650'THE POINT INTERSECTED WAS THE CENTER OF THE CAP ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1651 ***********************************************************************
 NF1651  DESIGNATION -  ALLEGAN PLAINVIEW LOT
 NF1651  PID         -  NF1651
 NF1651  STATE/COUNTY-  MI/ALLEGAN
 NF1651  USGS QUAD   -  MILLGROVE (1981)
 NF1651
 NF1651                         *CURRENT SURVEY CONTROL
 NF1651  ___________________________________________________________________
 NF1651* NAD 83(1994)-  42 34 17.64975(N)    085 56 07.61381(W)     ADJUSTED  
 NF1651* NAVD 88     -                                                        
 NF1651  ___________________________________________________________________
 NF1651  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 NF1651  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1651
 NF1651  HORZ ORDER  -  THIRD
 NF1651
 NF1651.The horizontal coordinates were established by classical geodetic methods
 NF1651.and adjusted by the National Geodetic Survey in February 1997..
 NF1651
 NF1651
 NF1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1651
 NF1651.The geoid height was determined by GEOID03.
 NF1651
 NF1651;                    North         East     Units Scale Factor Converg.
 NF1651;SPC MI S     -   120,226.961 3,871,212.394   MT  0.99992176   -1 04 03.4
 NF1651;SPC MI S     -   394,445.41 12,700,828.06   iFT  0.99992176   -1 04 03.4
 NF1651;UTM  16      - 4,713,789.228   587,370.710   MT  0.99969392   +0 43 12.8
 NF1651
 NF1651                          SUPERSEDED SURVEY CONTROL
 NF1651
 NF1651  NAD 83(1986)-  42 34 17.64850(N)    085 56 07.63083(W) AD(       ) 4
 NF1651  NAD 27      -  42 34 17.53451(N)    085 56 07.52373(W) AD(       ) 3
 NF1651
 NF1651.Superseded values are not recommended for survey control.
 NF1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1651.See file dsdata.txt to determine how the superseded data were derived.
 NF1651
 NF1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8737113789(NAD 83)
 NF1651_MARKER: 57 = LOOKOUT TOWER
 NF1651
 NF1651  HISTORY     - Date     Condition        Report By
 NF1651  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1651  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF1651
 NF1651                          STATION DESCRIPTION
 NF1651
 NF1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1651'THE STATION IS LOCATED IN THE ALLEGAN STATE FOREST, ABOUT 5-1/4
 NF1651'MILES
 NF1651'WEST-NORTHWEST OF ALLEGAN, 2-1/2 MILES SOUTH OF DUNNINGVILLE AND
 NF1651'OWNED BY THE STATE OF
 NF1651'MICHIGAN.
 NF1651'
 NF1651'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40, 89 AND
 NF1651'STATE HIGHWAY 118
 NF1651'IN ALLEGAN, GO NORTHWEST ON STATE HIGHWAYS 40 AND 89
 NF1651'FOR 4.6 MILES TO A CROSSROAD.  TURN
 NF1651'LEFT AND GO WEST ON 121ST AVENUE
 NF1651'FOR 1.3 MILES TO THE STATION ON THE RIGHT.
 NF1651'
 NF1651'THE LOOKOUT TOWER IS A 4-LEGGED STEEL STRUCTURE, GREY IN COLOR, A
 NF1651'SQUARE OBSERVATION
 NF1651'ROOM ATOP AND HAS AN OVER-ALL HEIGHT OF 102 FEET.
 NF1651'
 NF1651'THE POINT INTERSECTED WAS THE FINIAL OF THE OBSERVATION ROOM.
 NF1651
 NF1651                          STATION RECOVERY (1997)
 NF1651
 NF1651'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1212 ***********************************************************************
 NE1212  DESIGNATION -  ALLENTON
 NE1212  PID         -  NE1212
 NE1212  STATE/COUNTY-  MI/ST CLAIR
 NE1212  USGS QUAD   -  ALLENTON (1991)
 NE1212
 NE1212                         *CURRENT SURVEY CONTROL
 NE1212  ___________________________________________________________________
 NE1212* NAD 83(1994)-  42 54 58.44383(N)    082 56 44.44721(W)     ADJUSTED  
 NE1212* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 NE1212  ___________________________________________________________________
 NE1212  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NE1212  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE1212
 NE1212  HORZ ORDER  -  FIRST
 NE1212
 NE1212.The horizontal coordinates were established by classical geodetic methods
 NE1212.and adjusted by the National Geodetic Survey in February 1997..
 NE1212
 NE1212.The orthometric height was scaled from a topographic map.
 NE1212
 NE1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1212
 NE1212.The geoid height was determined by GEOID03.
 NE1212
 NE1212;                    North         East     Units Scale Factor Converg.
 NE1212;SPC MI S     -   158,290.748 4,116,009.625   MT  0.99990703   +0 58 01.3
 NE1212;SPC MI S     -   519,326.60 13,503,968.59   iFT  0.99990703   +0 58 01.3
 NE1212;UTM  17      - 4,753,349.274   341,193.315   MT  0.99991026   -1 19 30.5
 NE1212
 NE1212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1212!SPC MI S     -   0.99996644  x   0.99990703  =   0.99987347
 NE1212!UTM  17      -   0.99996644  x   0.99991026  =   0.99987670
 NE1212
 NE1212:                Primary Azimuth Mark                     Grid Az
 NE1212:SPC MI S     -  CAPAC MUNICIPAL TANK                     003 43 32.0
 NE1212:UTM  17      -  CAPAC MUNICIPAL TANK                     006 01 03.8
 NE1212
 NE1212|---------------------------------------------------------------------|
 NE1212| PID    Reference Object                     Distance      Geod. Az  |
 NE1212|                                                           dddmmss.s |
 NE1212| OJ0833 CAPAC MUNICIPAL TANK                APPROX.10.6 KM 0044133.3 |
 NE1212| CH0731 ALLENTON RM 1                        33.659 METERS 04809     |
 NE1212| CH0730 ALLENTON AZ MK                                     1762509.4 |
 NE1212| CH0732 ALLENTON RM 2                        30.843 METERS 26520     |
 NE1212| NE1225 ALMONT MUNICIPAL TANK               APPROX. 8.2 KM 2730427.2 |
 NE1212| NE1226 ALMONT CONG CHURCH SPIRE            APPROX. 8.0 KM 2733839.5 |
 NE1212|---------------------------------------------------------------------|
 NE1212
 NE1212                          SUPERSEDED SURVEY CONTROL
 NE1212
 NE1212  NAD 83(1986)-  42 54 58.43725(N)    082 56 44.48008(W) AD(       ) 1
 NE1212  NAD 27      -  42 54 58.33544(N)    082 56 44.72427(W) AD(       ) 1
 NE1212
 NE1212.Superseded values are not recommended for survey control.
 NE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1212.See file dsdata.txt to determine how the superseded data were derived.
 NE1212
 NE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4119353349(NAD 83)
 NE1212_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1212
 NE1212  HISTORY     - Date     Condition        Report By
 NE1212  HISTORY     - 1943     MONUMENTED       CGS
 NE1212  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 NE1212  HISTORY     - 1980     GOOD             MIDH
 NE1212
 NE1212                          STATION DESCRIPTION
 NE1212
 NE1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1212'STATION IS LOCATED AT THE S EDGE OF ALLENTON, AT THE NE CORNER OF A
 NE1212'PASTURE FIELD ON THE W SIDE OF CAPAC
 NE1212'ROAD.  THE MARK IS SET ON LAND FORMERLY OWNED BY THE
 NE1212'PERE MARQUETTE RAILROAD, BUT IS
 NE1212'NOW IN THE PROCESS OF BEING REVERTED
 NE1212'BACK TO THE ORIGINAL OWNER, MR. ORVAL ROHLOFF.
 NE1212'THE MARK IS SET 59
 NE1212'FEET W OF THE CENTER LINE OF CAPAC ROAD, 36 FEET S OF THE CENTER
 NE1212'LINE OF THE OLD
 NE1212'RAILROAD BED AND 5.7 FEET N OF A REFERENCE POST WHICH WAS
 NE1212'PLACED IN THE E-W FENCELINE.
 NE1212'THE DISK IS SET 18 INCHES BELOW THE
 NE1212'SURFACE OF THE GROUND AND IS STAMPED ALLENTON
 NE1212'1943.
 NE1212'
 NE1212'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1212'DISKS SET IN
 NE1212'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1212'
 NE1212'REFERENCE MARK 1 IS 110.42 FEET NE OF THE STATION, 24.5 FEET E
 NE1212'OF THE CENTER LINE
 NE1212'OF CAPAC ROAD AND 1.5 FEET SE OF A POLE.  THE
 NE1212'DISK IS STAMPED ALLENTON NO 1 1943.
 NE1212'
 NE1212'REFERENCE MARK 2 IS 101.19 FEET W OF THE STATION AND 1.5 FEET
 NE1212'N OF THE E-W
 NE1212'FENCELINE.  THE DISK IS STAMPED ALLENTON NO 2 1943.
 NE1212'
 NE1212'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSE OF THE STATION
 NE1212'IN THE NE ANGLE OF
 NE1212'THE INTERSECTION OF HOUGHT AND CAPAC ROADS.  THE
 NE1212'MARK IS 110 FEET N OF THE CENTER LINE
 NE1212'OF HOUGHT ROAD, 68.0 FEET E
 NE1212'OF THE CENTER LINE OF CAPAC ROAD AND 1.0 FOOT S OF AN
 NE1212'E-W BARBEDWIRE
 NE1212'FENCE.  THE DISK IS STAMPED ALLENTON 1943.
 NE1212'
 NE1212'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND MILL
 NE1212'STREETS IN CAPAC,
 NE1212'GO S ON MAIN STREET (CAPAC ROAD) FOR 6.9 MILES TO
 NE1212'THE STATION ON THE RIGHT AS
 NE1212'DESCRIBED.  TO REACH THE AZIMUTH MARK
 NE1212'FROM THE STATION GO S ON CAPAC ROAD FOR 0.5
 NE1212'MILE TO ITS JUNCTION
 NE1212'WITH HOUGHT ROAD AND THE AZIMUTH MARK ON THE LEFT AS
 NE1212'DESCRIBED.
 NE1212'
 NE1212'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NE1212
 NE1212                          STATION RECOVERY (1974)
 NE1212
 NE1212'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JEM)
 NE1212'RECOVERED BY JOHN E MAXSON, COMMONWEALTH ASSOCIATES INC.
 NE1212'
 NE1212'ALLENTON 1943 (STA.) GOOD
 NE1212'
 NE1212'ALLENTON 1943
 NE1212'(AZ.) GOOD
 NE1212'
 NE1212'ALLENTON NO 1 1943 GOOD
 NE1212'
 NE1212'ALLENTON NO 2 1943 GOOD
 NE1212'
 NE1212'STATION MARK IS 13.60 FEET NE OF
 NE1212'THE BOTTOM BOLT ON
 NE1212'THE E. FACE OF THE NE LEG OF TRANSMISSION
 NE1212'LINE TOWER NO 3273
 NE1212'
 NE1212'DISTANCE AND DIRECTION FROM NEAREST TOWN- S EDGE OF ALLENTON
 NE1212
 NE1212                          STATION RECOVERY (1980)
 NE1212
 NE1212'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1212'THE STATION SURFACE MARK COUND NOT BE FOUND.  THE UNDERGROUND MARK IS
 NE1212'PRESUMED TO BE IN PLACE.  REFERENCE MARK 1 WAS FOUND BADLY TIPPED.
 NE1212'REFERENCE MARK 2 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NE1212'FOUND IN GOOD CONDITION.  THE TO REACH IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1665 ***********************************************************************
 NF1665  DESIGNATION -  ALLEPORT
 NF1665  PID         -  NF1665
 NF1665  STATE/COUNTY-  MI/ALLEGAN
 NF1665  USGS QUAD   -  ALLEGAN (1981)
 NF1665
 NF1665                         *CURRENT SURVEY CONTROL
 NF1665  ___________________________________________________________________
 NF1665* NAD 83(1994)-  42 31 47.55707(N)    085 49 04.45648(W)     ADJUSTED  
 NF1665* NAVD 88     -       213.7    (meters)     701.     (feet)  GPS OBS   
 NF1665  ___________________________________________________________________
 NF1665  X           -     343,305.089 (meters)                     COMP
 NF1665  Y           -  -4,695,012.001 (meters)                     COMP
 NF1665  Z           -   4,289,283.105 (meters)                     COMP
 NF1665  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 NF1665  ELLIP HEIGHT-         180.57  (meters)          (07/12/02) GPS OBS
 NF1665  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NF1665
 NF1665  HORZ ORDER  -  FIRST
 NF1665  ELLP ORDER  -  FOURTH    CLASS II
 NF1665
 NF1665.This mark is at Padgham Field Airport (35D)
 NF1665
 NF1665.The horizontal coordinates were established by GPS observations
 NF1665.and adjusted by the National Geodetic Survey in September 1995..
 NF1665
 NF1665.The orthometric height was determined by GPS observations and a
 NF1665.high-resolution geoid model.
 NF1665
 NF1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1665
 NF1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1665
 NF1665.The ellipsoidal height was determined by GPS observations
 NF1665.and is referenced to NAD 83.
 NF1665
 NF1665.The geoid height was determined by GEOID03.
 NF1665
 NF1665;                    North         East     Units Scale Factor Converg.
 NF1665;SPC MI S     -   115,423.574 3,880,781.215   MT  0.99992598   -0 59 15.4
 NF1665;SPC MI S     -   378,686.27 12,732,221.83   iFT  0.99992598   -0 59 15.4
 NF1665;UTM  16      - 4,709,287.607   597,082.561   MT  0.99971596   +0 47 56.9
 NF1665
 NF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1665!SPC MI S     -   0.99997168  x   0.99992598  =   0.99989766
 NF1665!UTM  16      -   0.99997168  x   0.99971596  =   0.99968765
 NF1665
 NF1665:                Primary Azimuth Mark                     Grid Az
 NF1665:SPC MI S     -  ALLEPORT AZ MK                           275 41 19.7
 NF1665:UTM  16      -  ALLEPORT AZ MK                           273 54 07.4
 NF1665
 NF1665|---------------------------------------------------------------------|
 NF1665| PID    Reference Object                     Distance      Geod. Az  |
 NF1665|                                                           dddmmss.s |
 NF1665| NF1664 ALLEPORT AZ MK                      APPROX. 0.6 KM 2744204.3 |
 NF1665|---------------------------------------------------------------------|
 NF1665
 NF1665                          SUPERSEDED SURVEY CONTROL
 NF1665
 NF1665  ELLIP H (09/20/95)  180.60   (m)                       GP(       ) 1 2
 NF1665  NAD 83(1986)-  42 31 47.55981(N)    085 49 04.47928(W) AD(       ) 1
 NF1665  NAD 83(1986)-  42 31 47.55989(N)    085 49 04.47902(W) AD(       ) 3
 NF1665  NGVD 29 (03/27/91)  214.0    (m)          702.     (f) GPS OBS        
 NF1665
 NF1665.Superseded values are not recommended for survey control.
 NF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1665.See file dsdata.txt to determine how the superseded data were derived.
 NF1665
 NF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9708309288(NAD 83)
 NF1665_MARKER: I = METAL ROD
 NF1665_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1665_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1665_STAMPING: ALLEPORT 1989
 NF1665_MARK LOGO: NGS   
 NF1665_PROJECTION: PROJECTING 1 CENTIMETERS
 NF1665_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1665+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1665_ROD/PIPE-DEPTH: 12.2 meters
 NF1665_SLEEVE-DEPTH  : 1 meters
 NF1665
 NF1665  HISTORY     - Date     Condition        Report By
 NF1665  HISTORY     - 1989     MONUMENTED       NGS
 NF1665  HISTORY     - 19971011 GOOD             USPSQD
 NF1665  HISTORY     - 20010703 GOOD             WOOLPT
 NF1665
 NF1665                          STATION DESCRIPTION
 NF1665
 NF1665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1665'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) EAST OF ALLEGAN, AT THE
 NF1665'ALLEGAN PADGHAM FIELD AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE
 NF1665'CENTER OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF ALLEGAN, C/O AIRPORT
 NF1665'MANAGER ROBERT ZAPF, 740 GRAND STREET, ALLEGAN MI 49010.  PHONE IS
 NF1665'(616)673-4157.
 NF1665'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 40, 89 AND 222 IN
 NF1665'ALLEGAN, GO EASTERLY FOR 2.2 KM (1.35 MI) ON HIGHWAY 222 TO A PAVED
 NF1665'ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE
 NF1665'AIRPORT ENTRANCE ROAD TO THE AIRPORT PARKING AREA LEFT.  TURN LEFT AND
 NF1665'GO EAST FOR 30 METERS ACROSS THE PARKING AREA TO A DIM TRACK ROAD LEFT
 NF1665'AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO NORTH THEN EAST THEN
 NF1665'SOUTH FOR 80 METERS ON THE DIM TRACK ROAD TO THE APRON.  CONTINUE
 NF1665'SOUTH THEN SOUTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A
 NF1665'CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO EAST FOR 0.5
 NF1665'KM (0.30 MI) TO THE STATION RIGHT, JUST AFTER CROSSING THE TURF
 NF1665'RUNWAY.
 NF1665'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1665'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NF1665'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1665'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1665'LOCATED 39.9 M (130.9 FT) SOUTHEAST FROM THE 7TH RUNWAY LIGHT EAST
 NF1665'FROM THE WEST END OF THE PAVED RUNWAY, 32.2 M (105.6 FT) SOUTHWEST
 NF1665'FROM THE 8TH RUNWAY LIGHT EAST FROM THE WEST END OF THE PAVED RUNWAY,
 NF1665'24.5 M (80.4 FT) SOUTH FROM THE SOUTH EDGE OF THE PAVED RUNWAY AND 0.8
 NF1665'M (2.6 FT) NORTH FROM A CARSONITE WITNESS POST.
 NF1665'DESCRIBED BY K.L. FANCHER.
 NF1665'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1665
 NF1665                          STATION RECOVERY (1997)
 NF1665
 NF1665'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1665'RECOVERED IN GOOD CONDITION.
 NF1665
 NF1665                          STATION RECOVERY (2001)
 NF1665
 NF1665'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 NF1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1664 ***********************************************************************
 NF1664  PACS        -  This is a Primary Airport Control Station.
 NF1664  DESIGNATION -  ALLEPORT AZ MK
 NF1664  PID         -  NF1664
 NF1664  STATE/COUNTY-  MI/ALLEGAN
 NF1664  USGS QUAD   -  ALLEGAN (1981)
 NF1664
 NF1664                         *CURRENT SURVEY CONTROL
 NF1664  ___________________________________________________________________
 NF1664* NAD 83(1994)-  42 31 49.09260(N)    085 49 29.71502(W)     ADJUSTED  
 NF1664* NAVD 88     -       214.72   (meters)     704.5    (feet)  GPS OBS   
 NF1664  ___________________________________________________________________
 NF1664  X           -     342,727.870 (meters)                     COMP
 NF1664  Y           -  -4,695,022.775 (meters)                     COMP
 NF1664  Z           -   4,289,318.678 (meters)                     COMP
 NF1664  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NF1664  ELLIP HEIGHT-         181.54  (meters)          (07/17/02) GPS OBS
 NF1664  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NF1664
 NF1664  HORZ ORDER  -  FIRST
 NF1664  ELLP ORDER  -  FOURTH    CLASS I
 NF1664
 NF1664.This mark is at Padgham Field Airport (35D)
 NF1664
 NF1664.The horizontal coordinates were established by GPS observations
 NF1664.and adjusted by the National Geodetic Survey in February 1997..
 NF1664
 NF1664.The orthometric height was determined by GPS observations and a
 NF1664.high-resolution geoid model.
 NF1664
 NF1664.GPS derived orthometric heights for airport stations designated as
 NF1664.PACS or SACS are published to 2 decimal places.  This maintains
 NF1664.centimeter relative accuracy between the PACS and SACS.  It does
 NF1664.not indicate centimeter accuracy relative to other marks which are
 NF1664.part of the NAVD 88 network.
 NF1664
 NF1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1664
 NF1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1664
 NF1664.The ellipsoidal height was determined by GPS observations
 NF1664.and is referenced to NAD 83.
 NF1664
 NF1664.The geoid height was determined by GEOID03.
 NF1664
 NF1664;                    North         East     Units Scale Factor Converg.
 NF1664;SPC MI S     -   115,480.904 3,880,205.709   MT  0.99992593   -0 59 32.6
 NF1664;SPC MI S     -   378,874.36 12,730,333.69   iFT  0.99992593   -0 59 32.6
 NF1664;UTM  16      - 4,709,326.957   596,505.669   MT  0.99971458   +0 47 39.8
 NF1664
 NF1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1664!SPC MI S     -   0.99997153  x   0.99992593  =   0.99989746
 NF1664!UTM  16      -   0.99997153  x   0.99971458  =   0.99968612
 NF1664
 NF1664:                Primary Azimuth Mark                     Grid Az
 NF1664:SPC MI S     -  ALLEPORT                                 095 41 19.8
 NF1664:UTM  16      -  ALLEPORT                                 093 54 07.4
 NF1664
 NF1664|---------------------------------------------------------------------|
 NF1664| PID    Reference Object                     Distance      Geod. Az  |
 NF1664|                                                           dddmmss.s |
 NF1664| NF1665 ALLEPORT                            APPROX. 0.6 KM 0944147.2 |
 NF1664|---------------------------------------------------------------------|
 NF1664
 NF1664                          SUPERSEDED SURVEY CONTROL
 NF1664
 NF1664  ELLIP H (02/03/97)  181.56   (m)                       GP(       ) 4 1
 NF1664  NAD 83(1986)-  42 31 49.09517(N)    085 49 29.73768(W) AD(       ) 1
 NF1664  NAD 83(1986)-  42 31 49.09525(N)    085 49 29.73742(W) AD(       ) 3
 NF1664  NGVD 29 (03/27/91)  214.9    (m)          705.     (f) GPS OBS        
 NF1664
 NF1664.Superseded values are not recommended for survey control.
 NF1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1664.See file dsdata.txt to determine how the superseded data were derived.
 NF1664
 NF1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9650609327(NAD 83)
 NF1664_MARKER: I = METAL ROD
 NF1664_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1664_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1664_STAMPING: ALLEPORT 1989
 NF1664_MARK LOGO: NGS   
 NF1664_PROJECTION: FLUSH
 NF1664_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1664+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1994
 NF1664_ROD/PIPE-DEPTH: 9.8  meters
 NF1664_SLEEVE-DEPTH  : 1.0 meters
 NF1664
 NF1664  HISTORY     - Date     Condition        Report By
 NF1664  HISTORY     - 1989     MONUMENTED       NGS
 NF1664  HISTORY     - 19940523 GOOD             NGS
 NF1664  HISTORY     - 19971011 GOOD             USPSQD
 NF1664
 NF1664                          STATION DESCRIPTION
 NF1664
 NF1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1664'THE STATION IS LOCATED ABOUT 2.2 KM (1.35 MI) EAST OF ALLEGAN, AT THE
 NF1664'ALLEGAN PADGHAM FIELD AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE EAST
 NF1664'END OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF ALLEGAN, C/O AIRPORT
 NF1664'MANAGER ROBERT ZAPF, 740 GRAND STREET, ALLEGAN MI 49010.  PHONE IS
 NF1664'(616) 673-4157.
 NF1664'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40, 89 AND
 NF1664'222 IN ALLEGAN, GO EASTERLY FOR 2.2 KM (1.35 MI) ON HIGHWAY 222 TO A
 NF1664'PAVED ROAD RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE
 NF1664'AIRPORT ENTRANCE ROAD TO THE AIRPORT PARKING AREA LEFT.  TURN LEFT AND
 NF1664'GO EAST FOR 30 METERS ACROSS THE PARKING AREA TO A DIM TRACK ROAD LEFT
 NF1664'AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO NORTH THEN EAST THEN
 NF1664'SOUTH FOR 80 METERS ON THE DIM TRACK ROAD TO THE APRON.  CONTINUE
 NF1664'SOUTH THEN SOUTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A
 NF1664'CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO EAST FOR 1.1
 NF1664'KM (0.70 MI) ON THE PAVED RUNWAY TO THE STATION RIGHT, ON TOP OF A
 NF1664'BERM JUST BEFORE THE END OF THE PAVED RUNWAY.
 NF1664'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1664'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 NF1664'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1664'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1664'LOCATED 35.6 M (116.8 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 NF1664'PAVED RUNWAY, 31.5 M (103.3 FT) SOUTHEAST FROM THE SOUTHEAST SUPPORT
 NF1664'LEG FOR A VASI, 27.3 M (89.6 FT) SOUTH FROM THE SOUTH EDGE OF THE
 NF1664'PAVED RUNWAY AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 NF1664'DESCRIBED BY K.L. FANCHER.
 NF1664'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1664
 NF1664                          STATION RECOVERY (1994)
 NF1664
 NF1664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1664'STATION IS LOCATED IN THE NORTHEAST SECTION OF ALLEGAN, AT PADGHAM
 NF1664'FIELD AIRPORT, AT THE EAST END OF RUNWAY 27.  OWNERSHIP--CITY OF
 NF1664'ALLEGAN, 740 GRAND STREET, ALLEGAN, MI 49010.  AIRPORT MANAGER IS DAN
 NF1664'DODGEN, PHONE 616-673-4157.  TO REACH FROM THE JUNCTION OF STATE
 NF1664'HIGHWAYS 40, 89 AND 222 ON THE WEST SIDE OF ALLEGAN, GO EAST ON
 NF1664'HIGHWAY 222 FOR 2.22 KM (1.35 MI) TO A ROAD RIGHT.  TURN RIGHT,
 NF1664'SOUTHERLY, ON ROAD FOR 0.10 KM (0.05 MI) TO THE AIRPORT PARKING LOT ON
 NF1664'THE LEFT.  BEAR LEFT ACROSS LOT FOR 50 M (164.0 FT) TO A GATE AT THE
 NF1664'AIRPORT OFFICE.  PASS THROUGH GATE, THEN BEAR RIGHT, SOUTH, ON APRON
 NF1664'FOR 0.13 KM (0.10 MI) TO THE PARALLEL TAXI ON THE LEFT.  TURN LEFT,
 NF1664'EAST, ON TAXI FOR 1.08 KM (0.65 MI) TO RUNWAY END AND THE STATION ON
 NF1664'THE SOUTH SIDE.  ACCESS COVER PROJECTS 1 CM ABOVE GROUND. STATION IS
 NF1664'27.3 M (89.6 FT) SOUTH OF THE RUNWAY EDGE, 35.9 M (117.8 FT) SOUTHWEST
 NF1664'OF THE SOUTHEAST CORNER OF THE RUNWAY, 35.4 M (116.1 FT) SOUTHEAST OF
 NF1664'THE SOUTHEAST LEG OF THE FRONT VASI, AND 35.9 M (117.8 FT)
 NF1664'WEST-SOUTHWEST OF THE REIL.  DESCRIBED BY G.R.  HEID.
 NF1664
 NF1664                          STATION RECOVERY (1997)
 NF1664
 NF1664'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0186 ***********************************************************************
 OK0186  DESIGNATION -  ALMA
 OK0186  PID         -  OK0186
 OK0186  STATE/COUNTY-  MI/GRATIOT
 OK0186  USGS QUAD   -  ALMA NORTH (1973)
 OK0186
 OK0186                         *CURRENT SURVEY CONTROL
 OK0186  ___________________________________________________________________
 OK0186* NAD 83(1986)-  43 22 37.     (N)    084 39 20.     (W)     SCALED    
 OK0186* NAVD 88     -       223.892  (meters)     734.55   (feet)  ADJUSTED  
 OK0186  ___________________________________________________________________
 OK0186  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 OK0186  DYNAMIC HT  -         223.850 (meters)     734.41  (feet)  COMP
 OK0186  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 OK0186
 OK0186  VERT ORDER  -  SECOND    CLASS 0
 OK0186
 OK0186.The horizontal coordinates were scaled from a topographic map and have
 OK0186.an estimated accuracy of +/- 6 seconds.
 OK0186
 OK0186.The orthometric height was determined by differential leveling
 OK0186.and adjusted by the National Geodetic Survey in June 1991..
 OK0186
 OK0186.The geoid height was determined by GEOID03.
 OK0186
 OK0186.The dynamic height is computed by dividing the NAVD 88
 OK0186.geopotential number by the normal gravity value computed on the
 OK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0186.degrees latitude (g = 980.6199 gals.).
 OK0186
 OK0186.The modeled gravity was interpolated from observed gravity values.
 OK0186
 OK0186;                    North         East    Units  Estimated Accuracy
 OK0186;SPC MI S     -   208,530.    3,976,590.      MT  (+/- 180 meters Scaled)
 OK0186
 OK0186                          SUPERSEDED SURVEY CONTROL
 OK0186
 OK0186  NGVD 29 (??/??/92)  224.050  (m)          735.07   (f) ADJ UNCH    2 0
 OK0186
 OK0186.Superseded values are not recommended for survey control.
 OK0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0186.See file dsdata.txt to determine how the superseded data were derived.
 OK0186
 OK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP899053(NAD 83)
 OK0186_MARKER: DB = BENCH MARK DISK
 OK0186_SETTING: 0 = UNSPECIFIED SETTING
 OK0186_STAMPING: ALMA 1934
 OK0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0186+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0186
 OK0186  HISTORY     - Date     Condition        Report By
 OK0186  HISTORY     - 1934     MONUMENTED       CGS
 OK0186  HISTORY     - 20010620 GOOD             USPSQD
 OK0186
 OK0186                          STATION DESCRIPTION
 OK0186
 OK0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0186'AT ALMA.
 OK0186'AT ALMA, GRATIOT COUNTY, AT THE SOUTHEAST CORNER OF THE CITY
 OK0186'HALL, AT THE NORTHWEST CORNER OF EAST SUPERIOR AND GRATIOT
 OK0186'AVENUES, 11 YARDS WEST OF THE CURB OF GRATIOT AVENUE, AND 7
 OK0186'YARDS NORTH OF THE CURB OF EAST SUPERIOR AVENUE.  A STANDARD
 OK0186'DISK, STAMPED ALMA 1934.
 OK0186
 OK0186                          STATION RECOVERY (2001)
 OK0186
 OK0186'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0538 ***********************************************************************
 OK0538  DESIGNATION -  ALMA MUNICIPAL TANK
 OK0538  PID         -  OK0538
 OK0538  STATE/COUNTY-  MI/GRATIOT
 OK0538  USGS QUAD   -  ALMA NORTH (1973)
 OK0538
 OK0538                         *CURRENT SURVEY CONTROL
 OK0538  ___________________________________________________________________
 OK0538* NAD 83(1994)-  43 22 44.89674(N)    084 39 17.34147(W)     ADJUSTED  
 OK0538* NAVD 88     -                                                        
 OK0538  ___________________________________________________________________
 OK0538  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 OK0538  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 OK0538
 OK0538  HORZ ORDER  -  THIRD
 OK0538
 OK0538.The horizontal coordinates were established by classical geodetic methods
 OK0538.and adjusted by the National Geodetic Survey in February 1997..
 OK0538
 OK0538
 OK0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0538
 OK0538.The geoid height was determined by GEOID03.
 OK0538
 OK0538;                    North         East     Units Scale Factor Converg.
 OK0538;SPC MI S     -   208,774.141 3,976,650.271   MT  0.99994403   -0 11 45.9
 OK0538;SPC MI S     -   684,954.53 13,046,752.86   iFT  0.99994403   -0 11 45.9
 OK0538;UTM  16      - 4,805,589.937   689,975.585   MT  1.00004397   +1 36 40.3
 OK0538
 OK0538                          SUPERSEDED SURVEY CONTROL
 OK0538
 OK0538  NAD 83(1986)-  43 22 44.89230(N)    084 39 17.35526(W) AD(       ) 4
 OK0538  NAD 27      -  43 22 44.77935(N)    084 39 17.32800(W) AD(       ) 3
 OK0538
 OK0538.Superseded values are not recommended for survey control.
 OK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0538.See file dsdata.txt to determine how the superseded data were derived.
 OK0538
 OK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8997605590(NAD 83)
 OK0538
 OK0538  HISTORY     - Date     Condition        Report By
 OK0538  HISTORY     - UNK      MONUMENTED
 OK0538  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0538  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0538
 OK0538                          STATION DESCRIPTION
 OK0538
 OK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0538'THIS STATION WAS NOT DESCRIBED IN 1932.  HOWEVER, THE HORIZONTAL
 OK0538'CONTROL DATA
 OK0538'CARRIES IT AS ALMA MUNICIPAL WATER TANK.  THE TANK WAS A
 OK0538'WOODEN TANK AT THAT TIME.  A
 OK0538'NEW METAL TANK HAS BEEN CONSTRUCTED ON THE
 OK0538'SAME LOCATION.  THE HORIZONTAL DIRECTION TO THE
 OK0538'NEW TANK CHECK WITH THE
 OK0538'OLD DIRECTION.
 OK0538'
 OK0538'THE STATION IS A METAL WATER TANK SUPPORTED BY FOUR METAL LEGS.  THE
 OK0538'ENTIRE STRUCTURE
 OK0538'IS PAINTED SILVER AND HAS AN OVER-ALL HEIGHT OF 90 FEET.
 OK0538'THE TANK HAS AN ELLIPSOIDAL TOP,
 OK0538'STRAIGHT SIDES AND A FLAT BOTTOM.
 OK0538'
 OK0538'THE POINT INTERSECTED WAS THE FINIAL OF THE TANK.
 OK0538'
 OK0538'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN ALMA
 OK0538
 OK0538                          STATION RECOVERY (2001)
 OK0538
 OK0538'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0538'NEW WATER TANK HAS BEEN BUILT AND OLD WATER TANK WAS TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0536 ***********************************************************************
 OK0536  DESIGNATION -  ALMA RAD MAST
 OK0536  PID         -  OK0536
 OK0536  STATE/COUNTY-  MI/GRATIOT
 OK0536  USGS QUAD   -  ALMA SOUTH (1973)
 OK0536
 OK0536                         *CURRENT SURVEY CONTROL
 OK0536  ___________________________________________________________________
 OK0536* NAD 83(1994)-  43 21 56.86880(N)    084 38 39.85186(W)     ADJUSTED  
 OK0536* NAVD 88     -                                                        
 OK0536  ___________________________________________________________________
 OK0536  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 OK0536  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OK0536
 OK0536  HORZ ORDER  -  THIRD
 OK0536
 OK0536.The horizontal coordinates were established by classical geodetic methods
 OK0536.and adjusted by the National Geodetic Survey in February 1997..
 OK0536
 OK0536
 OK0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0536
 OK0536.The geoid height was determined by GEOID03.
 OK0536
 OK0536;                    North         East     Units Scale Factor Converg.
 OK0536;SPC MI S     -   207,289.202 3,977,489.240   MT  0.99994205   -0 11 20.4
 OK0536;SPC MI S     -   680,082.68 13,049,505.38   iFT  0.99994205   -0 11 20.4
 OK0536;UTM  16      - 4,804,132.043   690,861.056   MT  1.00004812   +1 37 04.7
 OK0536
 OK0536                          SUPERSEDED SURVEY CONTROL
 OK0536
 OK0536  NAD 83(1986)-  43 21 56.86490(N)    084 38 39.86535(W) AD(       ) 4
 OK0536  NAD 27      -  43 21 56.74213(N)    084 38 39.83738(W) AD(       ) 3
 OK0536
 OK0536.Superseded values are not recommended for survey control.
 OK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0536.See file dsdata.txt to determine how the superseded data were derived.
 OK0536
 OK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9086104132(NAD 83)
 OK0536_MARKER: 42 = RADIO/TV MAST
 OK0536
 OK0536  HISTORY     - Date     Condition        Report By
 OK0536  HISTORY     - 1969     FIRST OBSERVED   CGS
 OK0536  HISTORY     - 19920524 GOOD             USPSQD
 OK0536  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0536
 OK0536                          STATION DESCRIPTION
 OK0536
 OK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0536'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF ALMA
 OK0536'AT 5310 NORTH
 OK0536'STATE ROAD.  IT WAS NOT DETERMINED WHO OWNED THE MAST.
 OK0536'
 OK0536'THE STATION IS A TRIANGULAR LACED STEEL STRUCTURE SUPPORTED BY GUY
 OK0536'CABLES, PAINTED IN
 OK0536'ALTERNATE SECTIONS OF RED AND WHITE AND HAS AN OVERALL HEIGHT OF 334
 OK0536'FEET.
 OK0536'
 OK0536'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 OK0536
 OK0536                          STATION RECOVERY (1992)
 OK0536
 OK0536'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0536'RECOVERED IN GOOD CONDITION.
 OK0536
 OK0536                          STATION RECOVERY (2001)
 OK0536
 OK0536'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0536'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0638 ***********************************************************************
 OK0638  DESIGNATION -  ALMAPORT
 OK0638  PID         -  OK0638
 OK0638  STATE/COUNTY-  MI/GRATIOT
 OK0638  USGS QUAD   -  ALMA SOUTH (1973)
 OK0638
 OK0638                         *CURRENT SURVEY CONTROL
 OK0638  ___________________________________________________________________
 OK0638* NAD 83(1994)-  43 19 23.75437(N)    084 41 11.68460(W)     ADJUSTED  
 OK0638* NAVD 88     -       228.9    (meters)     751.     (feet)  GPS OBS   
 OK0638  ___________________________________________________________________
 OK0638  X           -     430,378.955 (meters)                     COMP
 OK0638  Y           -  -4,627,558.741 (meters)                     COMP
 OK0638  Z           -   4,353,832.397 (meters)                     COMP
 OK0638  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 OK0638  ELLIP HEIGHT-         195.97  (meters)          (07/12/02) GPS OBS
 OK0638  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 OK0638
 OK0638  HORZ ORDER  -  FIRST
 OK0638  ELLP ORDER  -  FOURTH    CLASS II
 OK0638
 OK0638.This mark is at Gratiot Community Airport (AMN)
 OK0638
 OK0638.The horizontal coordinates were established by GPS observations
 OK0638.and adjusted by the National Geodetic Survey in September 1995..
 OK0638
 OK0638.The orthometric height was determined by GPS observations and a
 OK0638.high-resolution geoid model.
 OK0638
 OK0638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0638
 OK0638.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0638
 OK0638.The ellipsoidal height was determined by GPS observations
 OK0638.and is referenced to NAD 83.
 OK0638
 OK0638.The geoid height was determined by GEOID03.
 OK0638
 OK0638;                    North         East     Units Scale Factor Converg.
 OK0638;SPC MI S     -   202,576.399 3,974,052.925   MT  0.99993609   -0 13 03.8
 OK0638;SPC MI S     -   664,620.73 13,038,231.38   iFT  0.99993609   -0 13 03.8
 OK0638;UTM  16      - 4,799,312.784   687,574.658   MT  1.00003282   +1 35 15.8
 OK0638
 OK0638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0638!SPC MI S     -   0.99996927  x   0.99993609  =   0.99990536
 OK0638!UTM  16      -   0.99996927  x   1.00003282  =   1.00000209
 OK0638
 OK0638:                Primary Azimuth Mark                     Grid Az
 OK0638:SPC MI S     -  ALMAPORT AZ MK                           090 25 32.4
 OK0638:UTM  16      -  ALMAPORT AZ MK                           088 37 12.8
 OK0638
 OK0638|---------------------------------------------------------------------|
 OK0638| PID    Reference Object                     Distance      Geod. Az  |
 OK0638|                                                           dddmmss.s |
 OK0638| OK0639 ALMAPORT AZ MK                      APPROX. 0.7 KM 0901228.6 |
 OK0638|---------------------------------------------------------------------|
 OK0638
 OK0638                          SUPERSEDED SURVEY CONTROL
 OK0638
 OK0638  ELLIP H (09/20/95)  195.98   (m)                       GP(       ) 1 2
 OK0638  NAD 83(1986)-  43 19 23.74478(N)    084 41 11.69970(W) AD(       ) 1
 OK0638  NAD 83(1986)-  43 19 23.76775(N)    084 41 11.72278(W) AD(       ) 3
 OK0638  NGVD 29 (03/27/91)  229.0    (m)          751.     (f) GPS OBS        
 OK0638
 OK0638.Superseded values are not recommended for survey control.
 OK0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0638.See file dsdata.txt to determine how the superseded data were derived.
 OK0638
 OK0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8757599313(NAD 83)
 OK0638_MARKER: I = METAL ROD
 OK0638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0638_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0638_STAMPING: ALMAPORT 1989
 OK0638_MARK LOGO: NGS   
 OK0638_PROJECTION: FLUSH
 OK0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0638+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0638_ROD/PIPE-DEPTH: 5.5  meters
 OK0638_SLEEVE-DEPTH  : 1.0 meters
 OK0638
 OK0638  HISTORY     - Date     Condition        Report By
 OK0638  HISTORY     - 1989     MONUMENTED       NGS
 OK0638  HISTORY     - 19940521 GOOD             NGS
 OK0638  HISTORY     - 20010620 GOOD             USPSQD
 OK0638
 OK0638                          STATION DESCRIPTION
 OK0638
 OK0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0638'THE STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) SOUTHWEST OF ALMA, AT
 OK0638'THE ALMA GRATIOT COMMUNITY AIRPORT, IN THE NORTHEAST ANGLE OF THE
 OK0638'JUNCTION OF RUNWAY 09-27 AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY
 OK0638'OF ALMA AND GRATIOT COUNTY, C/O AIRPORT MANAGER JERRY HOLLENBECK, 3999
 OK0638'WEST SEAMAN ROAD, ALMA MI 48801.  PHONE IS (517) 463-5430.
 OK0638'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO SOUTH FOR 0.3 KM
 OK0638'(0.20 MI) ON STATE STREET TO A T-JUNCTION.  TURN RIGHT AND GO WEST
 OK0638'THEN SOUTH FOR 5.4 KM (3.35 MI) ON ELY STREET, RIVERSIDE DRIVE,
 OK0638'LINCOLN AVENUE AND ALGER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 OK0638'GO WEST FOR 1.6 KM (1.00 MI) ON SEAMAN ROAD TO A PAVED CROSSROAD. TURN
 OK0638'LEFT AND GO SOUTHERLY FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE
 OK0638'ROAD TO A PAVED ROAD LEFT AND THE AIRPORT OFFICE.  TURN LEFT AND GO
 OK0638'EAST THEN SOUTH FOR 0.1 KM (0.05 MI), PASSING TO THE NORTH THEN EAST
 OK0638'OF THE AIRPORT OFFICE, ON THE PAVED ROAD TO A GATE AND THE APRON. TURN
 OK0638'RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A
 OK0638'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI)
 OK0638'ON THE CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 OK0638'RUNWAY 09-27.
 OK0638'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0638'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 5.5 METERS IN A GREASE
 OK0638'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OK0638'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OK0638'39.4 M (129.3 FT) NORTHEAST FROM THE JUNCTION OF THE NORTH EDGE OF
 OK0638'RUNWAY 09-27 AND THE CENTER OF THE CONNECTING TAXIWAY, 25.7 M
 OK0638'(84.3 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY AND 18.8 M
 OK0638'(61.7 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 09-27.
 OK0638'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0638'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0638'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0638
 OK0638                          STATION RECOVERY (1994)
 OK0638
 OK0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0638'NOTE--ROUTE TO STATION HAS SEVERAL EXTRA TURNS BECAUSE OF DETOURS FOR
 OK0638'ROAD CONSTRUCTION.  STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTHWEST
 OK0638'OF ALMA, AT THE GRATIOT COMMUNITY AIRPORT, IN THE NORTHEAST ANGLE OF
 OK0638'THE JUNCTION OF RUNWAY 9-27 AND A TAXI.  OWNERSHIP--CITY OF ALMA AND
 OK0638'GRATIOT COUNTY.  AIRPORT MANAGER IS JERRY HOLLENBECK, PHONE
 OK0638'517-463-5430.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S.
 OK0638'HIGHWAYS 27 AND 27 BUSINESS ON THE EAST SIDE OF ALMA, GO WEST ON
 OK0638'HIGHWAY 27 BUSINESS FOR 4.78 KM (2.95 MI) TO A CROSS STREET IN
 OK0638'DOWNTOWN ALMA.  TURN LEFT, SOUTH, ON STATE STREET FOR 0.51 KM (0.30
 OK0638'MI) TO A T-ROAD.  TURN RIGHT, WEST, ON ELY STREET FOR 30 M (98.4 FT)
 OK0638'TO A STREET LEFT.  TURN LEFT, SOUTH, ON SOUTH STATE STREET FOR 0.50 KM
 OK0638'(0.30 MI) TO A CROSS STREET.  TURN RIGHT, WEST, ON ELIZABETH STREET
 OK0638'FOR 0.35 KM (0.20 MI) TO A T-ROAD.  TURN LEFT, SOUTH, ON LINCOLN
 OK0638'AVENUE (BECOMES ALGER ROAD) FOR 4.65 KM (2.90 MI) TO A CROSSROAD.
 OK0638'TURN RIGHT, WEST, ON SEAMAN ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD.
 OK0638'TURN LEFT, SOUTH, ON LUCE ROAD FOR 0.19 KM (0.10 MI) TO A DRIVE LEFT
 OK0638'JUST BEFORE REACHING THE AIRPORT OFFICE. TURN LEFT, THEN RIGHT, SOUTH,
 OK0638'ON DRIVE FOR 0.10 KM (0.05 MI) TO A GATE AT THE APRON.  PASS THROUGH
 OK0638'GATE, THEN BEAR RIGHT, SOUTHWEST, ACROSS APRON FOR 0.13 KM (0.10 MI)
 OK0638'TO A TAXI ON THE LEFT.  BEAR LEFT, SOUTH, ON TAXI FOR 0.16 KM (0.10
 OK0638'MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 OK0638'ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS 30.5 M (100.1 FT)
 OK0638'NORTH OF THE RUNWAY CENTER, 34.7 M (113.8 FT) EAST OF THE TAXI CENTER,
 OK0638'13.5 M (44.3 FT) NORTH-NORTHEAST OF THE NORTH ONE OF THREE TAXI
 OK0638'LIGHTS, 37.0 M (121.4 FT) SOUTHEAST OF THE EAST END OF THE 9-27 RAMP
 OK0638'SIGN, AND 20.5 M (67.3 FT) NORTHEAST OF THE CURVED PAVEMENT EDGE.
 OK0638'DESCRIBED BY G.R.  HEID..
 OK0638
 OK0638                          STATION RECOVERY (2001)
 OK0638
 OK0638'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0639 ***********************************************************************
 OK0639  DESIGNATION -  ALMAPORT AZ MK
 OK0639  PID         -  OK0639
 OK0639  STATE/COUNTY-  MI/GRATIOT
 OK0639  USGS QUAD   -  ALMA SOUTH (1973)
 OK0639
 OK0639                         *CURRENT SURVEY CONTROL
 OK0639  ___________________________________________________________________
 OK0639* NAD 83(1994)-  43 19 23.67150(N)    084 40 40.84517(W)     ADJUSTED  
 OK0639* NAVD 88     -       228.5    (meters)     750.     (feet)  GPS OBS   
 OK0639  ___________________________________________________________________
 OK0639  X           -     431,070.996 (meters)                     COMP
 OK0639  Y           -  -4,627,496.082 (meters)                     COMP
 OK0639  Z           -   4,353,830.529 (meters)                     COMP
 OK0639  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 OK0639  ELLIP HEIGHT-         195.96  (meters)          (07/17/02) GPS OBS
 OK0639  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 OK0639
 OK0639  HORZ ORDER  -  FIRST
 OK0639  ELLP ORDER  -  FOURTH    CLASS I
 OK0639
 OK0639.This mark is at Gratiot Community Airport (AMN)
 OK0639
 OK0639.The horizontal coordinates were established by GPS observations
 OK0639.and adjusted by the National Geodetic Survey in February 1997..
 OK0639
 OK0639.The orthometric height was determined by GPS observations and a
 OK0639.high-resolution geoid model.
 OK0639
 OK0639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0639
 OK0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0639
 OK0639.The ellipsoidal height was determined by GPS observations
 OK0639.and is referenced to NAD 83.
 OK0639
 OK0639.The geoid height was determined by GEOID03.
 OK0639
 OK0639;                    North         East     Units Scale Factor Converg.
 OK0639;SPC MI S     -   202,571.237 3,974,747.714   MT  0.99993609   -0 12 42.8
 OK0639;SPC MI S     -   664,603.80 13,040,510.87   iFT  0.99993609   -0 12 42.8
 OK0639;UTM  16      - 4,799,329.516   688,269.333   MT  1.00003603   +1 35 37.0
 OK0639
 OK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0639!SPC MI S     -   0.99996927  x   0.99993609  =   0.99990536
 OK0639!UTM  16      -   0.99996927  x   1.00003603  =   1.00000530
 OK0639
 OK0639:                Primary Azimuth Mark                     Grid Az
 OK0639:SPC MI S     -  ALMAPORT                                 270 25 32.6
 OK0639:UTM  16      -  ALMAPORT                                 268 37 12.8
 OK0639
 OK0639|---------------------------------------------------------------------|
 OK0639| PID    Reference Object                     Distance      Geod. Az  |
 OK0639|                                                           dddmmss.s |
 OK0639| OK0638 ALMAPORT                            APPROX. 0.7 KM 2701249.8 |
 OK0639|---------------------------------------------------------------------|
 OK0639
 OK0639                          SUPERSEDED SURVEY CONTROL
 OK0639
 OK0639  ELLIP H (02/03/97)  195.97   (m)                       GP(       ) 4 1
 OK0639  NAD 83(1986)-  43 19 23.66190(N)    084 40 40.86035(W) AD(       ) 1
 OK0639  NAD 83(1986)-  43 19 23.68488(N)    084 40 40.88355(W) AD(       ) 3
 OK0639  NGVD 29 (03/27/91)  228.9    (m)          751.     (f) GPS OBS        
 OK0639
 OK0639.Superseded values are not recommended for survey control.
 OK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0639.See file dsdata.txt to determine how the superseded data were derived.
 OK0639
 OK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8826999330(NAD 83)
 OK0639_MARKER: I = METAL ROD
 OK0639_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0639_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0639_STAMPING: ALMAPORT AZ MK 1989
 OK0639_MARK LOGO: NGS   
 OK0639_PROJECTION: FLUSH
 OK0639_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0639+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0639_ROD/PIPE-DEPTH: 5.5  meters
 OK0639_SLEEVE-DEPTH  : 1.0 meters
 OK0639
 OK0639  HISTORY     - Date     Condition        Report By
 OK0639  HISTORY     - 1989     MONUMENTED       NGS
 OK0639  HISTORY     - 20010620 GOOD             USPSQD
 OK0639
 OK0639                          STATION DESCRIPTION
 OK0639
 OK0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0639'THE STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) SOUTHWEST OF ALMA, AT
 OK0639'THE ALMA GRATIOT COMMUNITY AIRPORT, ALONG THE NORTH EDGE AND NEAR THE
 OK0639'EAST END OF RUNWAY 09-27.  OWNERSHIP---CITY OF ALMA AND GRATIOT
 OK0639'COUNTY, C/O AIRPORT MANAGER JERRY HOLLENBECK, 3999 WEST SEAMAN ROAD,
 OK0639'ALMA MI 48801.  PHONE IS (517) 463-5430.
 OK0639'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO SOUTH FOR 0.3 KM
 OK0639'(0.20 MI) ON STATE STREET TO A T-JUNCTION.  TURN RIGHT AND GO WEST
 OK0639'THEN SOUTHERLY FOR 5.4 KM (3.35 MI) ON ELY STREET, RIVERSIDE DRIVE,
 OK0639'LINCOLN AVENUE AND ALGER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND
 OK0639'GO WEST FOR 1.6 KM (1.00 MI) ON SEAMAN ROAD TO A PAVED CROSSROAD. TURN
 OK0639'LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO
 OK0639'A PAVED ROAD LEFT AND THE AIRPORT OFFICE.  TURN LEFT AND GO EAST THEN
 OK0639'SOUTH FOR 0.1 KM (0.05 MI), PASSING TO THE NORTH THEN EAST OF THE
 OK0639'AIRPORT OFFICE, TO A GATE AND THE APRON.  TURN RIGHT AND GO SOUTHWEST
 OK0639'FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY LEFT. TURN LEFT AND
 OK0639'GO SOUTH FOR 0.1 KM (0.05 MI) ON A CONNECTING TAXIWAY TO RUNWAY 09-27.
 OK0639'TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ON RUNWAY 09-27 TO THE
 OK0639'STATION ON THE LEFT JUST BEFORE A PAVED TURN-AROUND LEFT. THE STATION
 OK0639'IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM BELOW GROUND
 OK0639'DRIVEN TO REFUSAL AT A DEPTH OF 5.5 METERS IN A GREASE FILLED SLEEVE
 OK0639'EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE COVERED BY A
 OK0639'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED 20.2 M
 OK0639'(66.3 FT) NORTHWEST FROM THE JUNCTION OF THE NORTH EDGE OF RUNWAY
 OK0639'09-27 AND THE SOUTHWEST CORNER OF A PAVED TURNAROUND, 19.3 M
 OK0639'(63.3 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 09-27 AND 19.2 M
 OK0639'(63.0 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A PAVED TURN
 OK0639'AROUND.
 OK0639'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0639'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0639'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0639
 OK0639                          STATION RECOVERY (2001)
 OK0639
 OK0639'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1227 ***********************************************************************
 NE1227  DESIGNATION -  ALMONT
 NE1227  PID         -  NE1227
 NE1227  STATE/COUNTY-  MI/LAPEER
 NE1227  USGS QUAD   -  ALMONT (1991)
 NE1227
 NE1227                         *CURRENT SURVEY CONTROL
 NE1227  ___________________________________________________________________
 NE1227* NAD 83(1994)-  42 53 51.14982(N)    083 05 17.11811(W)     ADJUSTED  
 NE1227* NAVD 88     -       341.8    (meters)    1121.     (feet)  VERTCON   
 NE1227  ___________________________________________________________________
 NE1227  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NE1227  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE1227
 NE1227  HORZ ORDER  -  FIRST
 NE1227
 NE1227.The horizontal coordinates were established by classical geodetic methods
 NE1227.and adjusted by the National Geodetic Survey in February 1997..
 NE1227
 NE1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1227
 NE1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1227
 NE1227.The geoid height was determined by GEOID03.
 NE1227
 NE1227;                    North         East     Units Scale Factor Converg.
 NE1227;SPC MI S     -   156,028.189 4,104,415.838   MT  0.99990690   +0 52 12.4
 NE1227;SPC MI S     -   511,903.51 13,465,931.23   iFT  0.99990690   +0 52 12.4
 NE1227;UTM  17      - 4,751,552.136   329,518.007   MT  0.99995757   -1 25 18.1
 NE1227
 NE1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1227!SPC MI S     -   0.99995186  x   0.99990690  =   0.99985876
 NE1227!UTM  17      -   0.99995186  x   0.99995757  =   0.99990943
 NE1227
 NE1227:                Primary Azimuth Mark                     Grid Az
 NE1227:SPC MI S     -  ALMONT AZ MK                             019 19 06.4
 NE1227:UTM  17      -  ALMONT AZ MK                             021 36 36.9
 NE1227
 NE1227|---------------------------------------------------------------------|
 NE1227| PID    Reference Object                     Distance      Geod. Az  |
 NE1227|                                                           dddmmss.s |
 NE1227| CH0733 ALMONT AZ MK                                       0201118.8 |
 NE1227| NE1225 ALMONT MUNICIPAL TANK               APPROX. 4.3 KM 0535659.8 |
 NE1227| NE1226 ALMONT CONG CHURCH SPIRE            APPROX. 4.4 KM 0543019.5 |
 NE1227| CH0734 ALMONT RM 1                          21.911 METERS 09414     |
 NE1227| CH0735 ALMONT RM 2                          30.986 METERS 18012     |
 NE1227|---------------------------------------------------------------------|
 NE1227
 NE1227                          SUPERSEDED SURVEY CONTROL
 NE1227
 NE1227  NAD 83(1986)-  42 53 51.14505(N)    083 05 17.15079(W) AD(       ) 1
 NE1227  NAD 27      -  42 53 51.04254(N)    083 05 17.37675(W) AD(       ) 1
 NE1227  NGVD 29 (07/19/86)  341.9    (m)         1122.     (f) VERT ANG       
 NE1227
 NE1227.Superseded values are not recommended for survey control.
 NE1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1227.See file dsdata.txt to determine how the superseded data were derived.
 NE1227
 NE1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2951851552(NAD 83)
 NE1227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1227+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1227
 NE1227  HISTORY     - Date     Condition        Report By
 NE1227  HISTORY     - 1943     MONUMENTED       CGS
 NE1227  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NE1227  HISTORY     - 19970706 GOOD             USPSQD
 NE1227  HISTORY     - 20060905 GOOD             INDIV
 NE1227
 NE1227                          STATION DESCRIPTION
 NE1227
 NE1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1227'THE STATION IS LOCATED
 NE1227'2.5 MILES SW OF
 NE1227'ALMONT, ON THE SUMMIT OF A PROMINENT WOODED
 NE1227'HILL.  IT IS 19.6 FEET S OF A
 NE1227'TRIANGULAR-BLAZED 12-INCH OAK TREE,
 NE1227'19 FEET N OF A TRIANGULAR-BLAZED 10-INCH OAK
 NE1227'TREE, 14.6 FEET SE OF
 NE1227'A TRIANGULAR-BLAZED 12-INCH OAK TREE, 4.2 FEET W OF A REFERENCE
 NE1227'POST.  THE
 NE1227'DISK IS STAMPED ALMONT 1943.
 NE1227'
 NE1227'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1227'DISKS SET IN
 NE1227'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1227'
 NE1227'REFERENCE MARK 1 IS 71.76 FEET E OF THE STATION, 54 FEET E OF
 NE1227'A
 NE1227'TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE MARK IS ABOUT 5 FEET
 NE1227'LOWER IN ELEVATION
 NE1227'THAN THE STATION MARK.  THE DISK IS STAMPED
 NE1227'ALMONT NO 1 1943.
 NE1227'
 NE1227'REFERENCE MARK 2 IS 101.61 FEET S OF THE STATION, 82 FEET S
 NE1227'OF A
 NE1227'TRIANGULAR-BLAZED 12-INCH OAK TREE.  THE MARK IS ABOUT 6 FEET
 NE1227'LOWER IN ELEVATION THAN
 NE1227'THE STATION MARK.  THE DISK IS STAMPED
 NE1227'ALMONT NO 2 1943.
 NE1227'
 NE1227'THE AZIMUTH MARK IS 0.35 MILE NE OF THE STATION, 73 FEET NW
 NE1227'OF THE NW CORNER
 NE1227'OF THE W. M. HICKS FARMHOUSE.  IT IS 34 FEET W
 NE1227'OF THE NE CORNER FENCEPOST OF
 NE1227'PASTURE LAND, 29 FEET S OF THE
 NE1227'CENTER LINE OF A GRAVELED ROAD, 2.6 FEET W OF A
 NE1227'REFERENCE POST, 2
 NE1227'FEET N OF AN E-W FENCELINE.  THE DISK IS STAMPED ALMONT 1943.
 NE1227'
 NE1227'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53
 NE1227'AND ST. CLAIR
 NE1227'STREET IN ALMONT, GO W ON ST. CLAIR STREET FOR 2.0
 NE1227'MILES TO A CROSSROADS AND A
 NE1227'SCHOOLHOUSE ON THE LEFT, HERE TURN
 NE1227'LEFT AND GO 1.1 MILES TO A CROSSROADS*.
 NE1227'CONTINUE STRAIGHT AHEAD
 NE1227'FOR 0.3 MILE TO A WOODS ROAD RIGHT, TURN RIGHT AND MEANDER
 NE1227'ON A W
 NE1227'DIRECTION FOR 0.6 MILE TO THE SUMMIT OF THE HILL AND STATION AS
 NE1227'DESCRIBED.
 NE1227'
 NE1227'*TO REACH THE AZIMUTH MARK FROM THE CROSSROADS, GO W 0.1 MILE
 NE1227'TO W.M. HICKS
 NE1227'FARMHOUSE IN THE LEFT AND MARK AS DESCRIBED.
 NE1227'
 NE1227'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 NE1227
 NE1227                          STATION RECOVERY (1977)
 NE1227
 NE1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1227'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 NE1227'MARK WERE RECOVERED IN GOOD CONDITION.  THE
 NE1227'DIRECTIONS TO REFERENCE MARKS 1 AND 2 AND THE
 NE1227'AZIMUTH MARK COMPARED WITH THE 1943 DATA.
 NE1227'THE DISTANCE TO REFERENCE MARK 1 IS LONGER BY 0.040 METERS.
 NE1227'THE DISTANCE TO REFERENCE MARK 2 IS LONGER BY 0.015 METER.
 NE1227'THE STATION IS ON PROPERTY OWNED BY CAMP SKYLINE, OF ALMONT,
 NE1227'MICHIGAN.  A NEW DESCRIPTION FOLLOWS.
 NE1227'
 NE1227'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF THE SMALL
 NE1227'VILLAGE OF ALMONT, 9 MILES SOUTH OF IMLAY
 NE1227'CITY.  IT IS IN THE EAST SIDE OF SECTION 31, T 6 N, R 12 E.
 NE1227'
 NE1227'TO REACH THE STATION FROM THE POST OFFICE IN
 NE1227'ALMONT, GO SOUTH ON STATE HIGHWAY 53 FOR 1.0 MILE TO A
 NE1227'CROSSROAD (HOUGH ROAD).  TURN RIGHT GO WEST ON HOUGH ROAD FOR
 NE1227'1.95 MILES TO A CROSSROAD (SAND HILL ROAD). (TO REACH AZIMUTH
 NE1227'MARK, CONTINUE AHEAD ON HOUGH ROAD FOR 0.05 MILE TO THE MARK
 NE1227'ON THE
 NE1227'LEFT.) TURN LEFT AND GO SOUTH ON SAND HILL ROAD FOR 0.3
 NE1227'MILE TO A SIDE ROAD RIGHT, AND LOCKED GATE AND SIGN (CAMP
 NE1227'SKYLINE).  TURN RIGHT AND PASS THROUGH THE GATE, GO UPHILL
 NE1227'FOR 0.5 MILE TO THE FIRST RED BUILDING ON THE RIGHT.  HERE
 NE1227'KEEP TO THE LEFT OF BUILDING AND GO UPHILL FOR 0.05 MILE
 NE1227'TO A SIGN (TRAIL).  CONTINUE STRAIGHT AHEAD UPHILL FOR
 NE1227'0.05 MILE TO THE STATION ON THE HIGHEST POINT OF HILL.
 NE1227'
 NE1227'STATION MARKS, STAMPED---ALMONT 1943---, ARE STANDARD DISKS.
 NE1227'THE SURFACE DISK IS
 NE1227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NE1227'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 13.5 FEET
 NE1227'EAST OF A 14-INCH TREE, 16.8 FEET WEST OF A 12-INCH TREE, 18.8
 NE1227'FEET SOUTH-SOUTHEAST OF A 12-INCH TREE, AND 27.4 FEET NORTH
 NE1227'OF THE APPROXIMATE CENTER OF A TRAIL. 1943 DATA STATES
 NE1227'THAT THERE IS AN UNDERGROUND DISK.
 NE1227'
 NE1227'REFERENCE MARK 1, STAMPED---ALMONT NO 1 1943---, A STANDARD
 NE1227'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NE1227'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 8.1 FEET EAST
 NE1227'OF A 16-INCH TREE, 19.4 FEET SOUTHWEST OF A 10-INCH TREE, AND
 NE1227'30.9 FEET SOUTH OF A TWIN TRUNKED 24-INCH TREE.
 NE1227'
 NE1227'REFERENCE MARK 2, STAMPED---ALMONT NO 2 1943---, A STANDARD
 NE1227'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NE1227'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 NE1227'EAST OF A TWIN TRUNKED TREE, 20.4 FEET SOUTH OF AN 8-INCH
 NE1227'TREE, AND 28.5 FEET NORTHWEST OF A 18-INCH TREE.
 NE1227'
 NE1227'AZIMUTH MARK, STAMPED---ALMONT 1943---, A STANDARD DISK
 NE1227'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 NE1227'FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET NORTH OF A
 NE1227'FENCELINE, 29 FEET SOUTH OF THE APPROXIMATE CENTER
 NE1227'OF HOUGH ROAD, AND 73 FEET NORTHWEST OF THE NORTHWEST CORNER
 NE1227'OF A HOUSE.
 NE1227'
 NE1227'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1227'HEIGHT OF LIGHT ABOVE THE STATION WAS 22.12 METERS.
 NE1227'DESCRIBED BY G.F.SMITH
 NE1227
 NE1227                          STATION RECOVERY (1997)
 NE1227
 NE1227'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1227'RECOVERED IN GOOD CONDITION.
 NE1227
 NE1227                          STATION RECOVERY (2006)
 NE1227
 NE1227'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1227'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1226 ***********************************************************************
 NE1226  DESIGNATION -  ALMONT CONG CHURCH SPIRE
 NE1226  PID         -  NE1226
 NE1226  STATE/COUNTY-  MI/LAPEER
 NE1226  USGS QUAD   -  ALMONT (1991)
 NE1226
 NE1226                         *CURRENT SURVEY CONTROL
 NE1226  ___________________________________________________________________
 NE1226* NAD 83(1994)-  42 55 14.81551(N)    083 02 37.43010(W)     ADJUSTED  
 NE1226* NAVD 88     -                                                        
 NE1226  ___________________________________________________________________
 NE1226  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 NE1226  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE1226
 NE1226  HORZ ORDER  -  THIRD
 NE1226
 NE1226.The horizontal coordinates were established by classical geodetic methods
 NE1226.and adjusted by the National Geodetic Survey in February 1997..
 NE1226
 NE1226
 NE1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1226
 NE1226.The geoid height was determined by GEOID03.
 NE1226
 NE1226;                    North         East     Units Scale Factor Converg.
 NE1226;SPC MI S     -   158,665.403 4,107,997.486   MT  0.99990707   +0 54 01.1
 NE1226;SPC MI S     -   520,555.78 13,477,682.04   iFT  0.99990707   +0 54 01.1
 NE1226;UTM  17      - 4,754,044.103   333,202.420   MT  0.99994228   -1 23 31.5
 NE1226
 NE1226                          SUPERSEDED SURVEY CONTROL
 NE1226
 NE1226  NAD 83(1986)-  42 55 14.80993(N)    083 02 37.46218(W) AD(       ) 4
 NE1226  NAD 27      -  42 55 14.70812(N)    083 02 37.69403(W) AD(       ) 3
 NE1226
 NE1226.Superseded values are not recommended for survey control.
 NE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1226.See file dsdata.txt to determine how the superseded data were derived.
 NE1226
 NE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3320254044(NAD 83)
 NE1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1226+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1226
 NE1226  HISTORY     - Date     Condition        Report By
 NE1226  HISTORY     - 1943     MONUMENTED       CGS
 NE1226  HISTORY     - 19970706 GOOD             USPSQD
 NE1226  HISTORY     - 20060905 GOOD             INDIV
 NE1226
 NE1226                          STATION DESCRIPTION
 NE1226
 NE1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1226'STATION IS THE TALL PYRAMIDAL SPIRE ATOP THE CLOCK AND
 NE1226'BELL TOWER OF THE
 NE1226'CONGREGATIONAL CHURCH LOCATED ON THE NE CORNER
 NE1226'OF E ST. CLAIR AND N BRISTOL STREETS
 NE1226'IN THE VILLAGE OF ALMONT.
 NE1226'THE CHURCH IS OF RED BRICK AND WAS BUILT IN 1873.
 NE1226'OBSERVATIONS
 NE1226'WERE MADE ON THE WEATHERVANE AT THE APEX OF THE SPIRE.
 NE1226
 NE1226                          STATION RECOVERY (1997)
 NE1226
 NE1226'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1226'RECOVERED IN GOOD CONDITION.
 NE1226
 NE1226                          STATION RECOVERY (2006)
 NE1226
 NE1226'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1226'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1225 ***********************************************************************
 NE1225  DESIGNATION -  ALMONT MUNICIPAL TANK
 NE1225  PID         -  NE1225
 NE1225  STATE/COUNTY-  MI/LAPEER
 NE1225  USGS QUAD   -  ALMONT (1991)
 NE1225
 NE1225                         *CURRENT SURVEY CONTROL
 NE1225  ___________________________________________________________________
 NE1225* NAD 83(1994)-  42 55 12.51647(N)    083 02 44.96575(W)     ADJUSTED  
 NE1225* NAVD 88     -                                                        
 NE1225  ___________________________________________________________________
 NE1225  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 NE1225  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE1225
 NE1225  HORZ ORDER  -  THIRD
 NE1225
 NE1225.The horizontal coordinates were established by classical geodetic methods
 NE1225.and adjusted by the National Geodetic Survey in February 1997..
 NE1225
 NE1225
 NE1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1225
 NE1225.The geoid height was determined by GEOID03.
 NE1225
 NE1225;                    North         East     Units Scale Factor Converg.
 NE1225;SPC MI S     -   158,591.790 4,107,827.732   MT  0.99990707   +0 53 55.9
 NE1225;SPC MI S     -   520,314.27 13,477,125.10   iFT  0.99990707   +0 53 55.9
 NE1225;UTM  17      - 4,753,977.337   333,029.851   MT  0.99994298   -1 23 36.5
 NE1225
 NE1225                          SUPERSEDED SURVEY CONTROL
 NE1225
 NE1225  NAD 83(1986)-  42 55 12.51091(N)    083 02 44.99784(W) AD(       ) 4
 NE1225  NAD 27      -  42 55 12.40911(N)    083 02 45.22943(W) AD(       ) 3
 NE1225
 NE1225.Superseded values are not recommended for survey control.
 NE1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1225.See file dsdata.txt to determine how the superseded data were derived.
 NE1225
 NE1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3303053977(NAD 83)
 NE1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1225+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1225
 NE1225  HISTORY     - Date     Condition        Report By
 NE1225  HISTORY     - 1943     MONUMENTED       CGS
 NE1225  HISTORY     - 19970706 GOOD             USPSQD
 NE1225  HISTORY     - 20060905 GOOD             INDIV
 NE1225
 NE1225                          STATION DESCRIPTION
 NE1225
 NE1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1225'STATION IS THE CYLINDRICAL BLACK WATER TANK WITH FLAT
 NE1225'CONICAL ROOF ON
 NE1225'TOP OF THE 125-FOOT FOUR-LEGGED STEEL STRUCTURE
 NE1225'LOCATED ON THE S SIDE OF W ST.
 NE1225'CLAIR STREET BETWEEN BRANCH AND
 NE1225'MAIN STREETS IN THE VILLAGE OF ALMONT.  THE
 NE1225'LEGEND ALMONT IN
 NE1225'LARGE WHITE LETTERS IS PAINTED ON THE N AND S SIDES OF THE
 NE1225'TANK.
 NE1225'
 NE1225'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 NE1225
 NE1225                          STATION RECOVERY (1997)
 NE1225
 NE1225'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1225'RECOVERED IN GOOD CONDITION.
 NE1225
 NE1225                          STATION RECOVERY (2006)
 NE1225
 NE1225'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1225'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0101 ***********************************************************************
 QJ0101  DESIGNATION -  ALPENA 2
 QJ0101  PID         -  QJ0101
 QJ0101  STATE/COUNTY-  MI/ALPENA
 QJ0101  USGS QUAD   -  ALPENA (1971)
 QJ0101
 QJ0101                         *CURRENT SURVEY CONTROL
 QJ0101  ___________________________________________________________________
 QJ0101* NAD 83(1994)-  45 03 33.14780(N)    083 25 47.21499(W)     ADJUSTED  
 QJ0101* NAVD 88     -       177.622  (meters)     582.75   (feet)  ADJUSTED  
 QJ0101  ___________________________________________________________________
 QJ0101  X           -     516,385.070 (meters)                     COMP
 QJ0101  Y           -  -4,483,395.547 (meters)                     COMP
 QJ0101  Z           -   4,492,098.581 (meters)                     COMP
 QJ0101  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 QJ0101  ELLIP HEIGHT-         141.12  (meters)          (07/12/02) GPS OBS
 QJ0101  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0101  DYNAMIC HT  -         177.609 (meters)     582.71  (feet)  COMP
 QJ0101  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0101
 QJ0101  HORZ ORDER  -  FIRST
 QJ0101  VERT ORDER  -  FIRST     CLASS II
 QJ0101  ELLP ORDER  -  FOURTH    CLASS I
 QJ0101
 QJ0101.The horizontal coordinates were established by GPS observations
 QJ0101.and adjusted by the National Geodetic Survey in February 1997..
 QJ0101
 QJ0101.The orthometric height was determined by differential leveling
 QJ0101.and adjusted by the National Geodetic Survey in June 1991..
 QJ0101
 QJ0101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0101
 QJ0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0101
 QJ0101.The ellipsoidal height was determined by GPS observations
 QJ0101.and is referenced to NAD 83.
 QJ0101
 QJ0101.The geoid height was determined by GEOID03.
 QJ0101
 QJ0101.The dynamic height is computed by dividing the NAVD 88
 QJ0101.geopotential number by the normal gravity value computed on the
 QJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0101.degrees latitude (g = 980.6199 gals.).
 QJ0101
 QJ0101.The modeled gravity was interpolated from observed gravity values.
 QJ0101
 QJ0101;                    North         East     Units Scale Factor Converg.
 QJ0101;SPC MI C     -   194,057.338 6,073,786.344   MT  0.99991474   +0 39 42.6
 QJ0101;SPC MI C     -   636,671.06 19,927,120.55   iFT  0.99991474   +0 39 42.6
 QJ0101;UTM  17      - 4,992,399.823   308,693.387   MT  1.00005003   -1 43 13.5
 QJ0101
 QJ0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0101!SPC MI C     -   0.99997787  x   0.99991474  =   0.99989262
 QJ0101!UTM  17      -   0.99997787  x   1.00005003  =   1.00002790
 QJ0101
 QJ0101|---------------------------------------------------------------------|
 QJ0101| PID    Reference Object                     Distance      Geod. Az  |
 QJ0101|                                                           dddmmss.s |
 QJ0101| QJ0233 ALPENA                               28.913 METERS 05328     |
 QJ0101| QJ0102 ALPENA 2 RM 3                        22.632 METERS 14406     |
 QJ0101| QJ0094 ALPENA AZ MK                        APPROX. 1.9 KM 2234058.4 |
 QJ0101| QJ0234 ALPENA ST BERNARDS CATH SPIRE       APPROX. 0.9 KM 3185510.3 |
 QJ0101| QJ0100 ALPENA 2 RM 4                         7.011 METERS 32306     |
 QJ0101|---------------------------------------------------------------------|
 QJ0101
 QJ0101                          SUPERSEDED SURVEY CONTROL
 QJ0101
 QJ0101  ELLIP H (02/03/97)  141.10   (m)                       GP(       ) 4 1
 QJ0101  NAD 83(1986)-  45 03 33.13934(N)    083 25 47.21659(W) AD(       ) 1
 QJ0101  NAD 83(1986)-  45 03 33.14403(N)    083 25 47.21630(W) AD(       ) 3
 QJ0101  NAD 27      -  45 03 33.10047(N)    083 25 47.30981(W) AD(       ) 3
 QJ0101  NAVD 88 (09/29/94)  177.62   (m)          582.7    (f) LEVELING    3  
 QJ0101
 QJ0101.Superseded values are not recommended for survey control.
 QJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0101.See file dsdata.txt to determine how the superseded data were derived.
 QJ0101
 QJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0869392400(NAD 83)
 QJ0101_MARKER: DD = SURVEY DISK
 QJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0101_SP_SET: CONCRETE POST
 QJ0101_STAMPING: ALPENA 2 1971
 QJ0101_MARK LOGO: NGS   
 QJ0101_PROJECTION: FLUSH
 QJ0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0101+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1992
 QJ0101
 QJ0101  HISTORY     - Date     Condition        Report By
 QJ0101  HISTORY     - 1971     MONUMENTED       NGS
 QJ0101  HISTORY     - 1983     GOOD             NGS
 QJ0101  HISTORY     - 1984     GOOD             USAF
 QJ0101  HISTORY     - 19920601 GOOD             MIDT
 QJ0101
 QJ0101                          STATION DESCRIPTION
 QJ0101
 QJ0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QJ0101'THE STATION IS LOCATED AT THE SOUTH EDGE OF ALPENA, AT THE EAST
 QJ0101'SIDE OF THE ALPENA YACHT CLUB, NEAR THE END OF CHISOLM STREET,
 QJ0101'10 FEET SOUTHEAST OF A CONCRETE LIGHT POLE,
 QJ0101'5 FEET SOUTHWEST OF SOUTHWEST CURB OF PARKING LOT,
 QJ0101'73 FEET SOUTHEAST OF THE NORTHEAST CORNER OF BOAT BASIN AND
 QJ0101'11 FEET EAST OF THE EAST EDGE OF SIDEWALK ALONG THE EAST SIDE OF
 QJ0101'THE BASIN.
 QJ0101'
 QJ0101'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED ALPENA 2 1971.
 QJ0101'
 QJ0101'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON
 QJ0101'CHISOLM STREET FOR 0.1 MILE.  TURN LEFT ON U.S. HIGHWAY 23
 QJ0101'(BUSINESS) AND GO SOUTHWESTERLY FOR 1.3 MILES TO A SIDE ROAD LEFT.
 QJ0101'TURN LEFT AND GO NORTHEAST ON PAVED ROAD FOR 0.1 MILE TO THE
 QJ0101'ALPENA WATER WORKS PLANT AND THE MARK AS DESCRIBED.
 QJ0101'
 QJ0101'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALPENA 2 NO 3 1971,
 QJ0101'SET IN A DRILL HOLE IN THE TOP AND 3RD CONCRETE STEP NORTH OF A BOAT
 QJ0101'LAUNCHING RAMP, 3 FEET SOUTHEAST OF A CONCRETE LIGHT POLE AND
 QJ0101'3 FEET EAST OF THE SOUTH EDGE OF SIDEWALK.
 QJ0101'
 QJ0101'REFERENCE MARK 4 IS A STANDARD DISK STAMPED ALPENA 2 NO 4 1971,
 QJ0101'SET IN A DRILL HOLE IN TOP OF THE CONCRETE WEST CURB OF PARKING LOT,
 QJ0101'LOT, 19 FEET NORTHEAST OF A CONCRETE LIGHT POLE, 13 FEET EAST OF
 QJ0101'EAST EDGE OF THE SIDEWALK AND 53 FEET SOUTHEAST OF THE NORTHEAST
 QJ0101'CORNER OF THE BASIN.
 QJ0101'
 QJ0101'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALPENA 1956,
 QJ0101'SET IN A DRILL HOLE IN THE CONCRETE PARKING RAMP OF THE PLANT, 34
 QJ0101'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 34 FEET SOUTHWEST OF THE
 QJ0101'NORTHWEST CORNER OF THE PLANT, 29 FEET WEST OF THE WEST ENTRANCE TO
 QJ0101'PLANT AND 1 FOOT EAST OF A RETAINING WALL.
 QJ0101'
 QJ0101'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QJ0101
 QJ0101                          STATION RECOVERY (1983)
 QJ0101
 QJ0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0101'IN ALPENA.
 QJ0101'IN ALPENA, AT THE SOUTH EDGE OF TOWN, AT THE EAST SIDE OF THE ALPENA
 QJ0101'YACHT CLUB LOCATED NEAR THE SOUTHEAST END OF CHISHLOM STREET, SET IN
 QJ0101'THE GRASS BETWEEN THE PARKING LOT AND THE SIDEWALK ALONG THE EAST SIDE
 QJ0101'OF THE BASIN, 22.25 METERS (73.0 FT) SOUTHEAST OF THE NORTHEAST CORNER
 QJ0101'OF BOAT BASIN, 3.35 METERS (11.0 FT) EAST OF THE EAST EDGE OF SIDEWALK
 QJ0101'ALONG EAST SIDE OF BASIN, 3.04 METERS (10.0 FT) SOUTHEAST OF A
 QJ0101'CONCRETE LIGHT POLE, AND 1.52 METERS (5.0 FT) SOUTHWEST OF SOUTHWEST
 QJ0101'CURB OF PARKING LOT.
 QJ0101'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 QJ0101
 QJ0101                          STATION RECOVERY (1984)
 QJ0101
 QJ0101'RECOVERY NOTE BY US AIR FORCE 1984 (JF)
 QJ0101'ALPENA 2 1971 RECOVERED GOOD.
 QJ0101'
 QJ0101'DESCRIPTION ADEQUATE.
 QJ0101
 QJ0101                          STATION RECOVERY (1992)
 QJ0101
 QJ0101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0101'STATION IS LOCATED IN QUAD 440832 AND ON THE ALPENA QUADRANGLE MAP. IT
 QJ0101'IS IN THE CITY OF ALPENA ON CITY HARBOR PROPERTY. TO REACH FROM THE
 QJ0101'INTERSECTION OF UNITED STATES HIGHWAY 23 AND CHISOLM STREET (STATE
 QJ0101'AVENUE) IN DOWNTOWN ALPENA, GO SOUTH ON CHISOLM STREET 0.11 MI (0.18
 QJ0101'KM) TO CITY OF ALPENA SMALL BOAT HARBOR AND STATION STRAIGHT AHEAD.
 QJ0101'STATION IS RECESSED 0.1 FT (3.0 CM) BELOW GROUND SURFACE.  IT IS 73.0
 QJ0101'FT (22.3 M) SOUHEAST OF NORTHEAST CORNER OF BOAT BASIN, 18.5 FT (5.6
 QJ0101'M) NORTHWEST OF SOUTHWEST CORNER BACK OF CURB IN SOUTHWEST CORNER OF
 QJ0101'MARINA PARKING LOT, 11.0 FT (3.4 M) EAST OF EAST EDGE CONCRETE
 QJ0101'SIDEWALK, AND 10.0 FT (3.0 M) SOUTHEAST OF CONCRETE LAMP POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0102 ***********************************************************************
 QJ0102  DESIGNATION -  ALPENA 2 RM 3
 QJ0102  PID         -  QJ0102
 QJ0102  STATE/COUNTY-  MI/ALPENA
 QJ0102  USGS QUAD   -  ALPENA (1971)
 QJ0102
 QJ0102                         *CURRENT SURVEY CONTROL
 QJ0102  ___________________________________________________________________
 QJ0102* NAD 83(1986)-  45 03 33.     (N)    083 25 47.     (W)     SCALED    
 QJ0102* NAVD 88     -       177.478  (meters)     582.28   (feet)  ADJUSTED  
 QJ0102  ___________________________________________________________________
 QJ0102  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0102  DYNAMIC HT  -         177.466 (meters)     582.24  (feet)  COMP
 QJ0102  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0102
 QJ0102  VERT ORDER  -  FIRST     CLASS II
 QJ0102
 QJ0102.The horizontal coordinates were scaled from a topographic map and have
 QJ0102.an estimated accuracy of +/- 6 seconds.
 QJ0102
 QJ0102.The orthometric height was determined by differential leveling
 QJ0102.and adjusted by the National Geodetic Survey in June 1991..
 QJ0102
 QJ0102.The geoid height was determined by GEOID03.
 QJ0102
 QJ0102.The dynamic height is computed by dividing the NAVD 88
 QJ0102.geopotential number by the normal gravity value computed on the
 QJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0102.degrees latitude (g = 980.6199 gals.).
 QJ0102
 QJ0102.The modeled gravity was interpolated from observed gravity values.
 QJ0102
 QJ0102;                    North         East    Units  Estimated Accuracy
 QJ0102;SPC MI C     -   194,050.    6,073,790.      MT  (+/- 180 meters Scaled)
 QJ0102
 QJ0102                          SUPERSEDED SURVEY CONTROL
 QJ0102
 QJ0102.No superseded survey control is available for this station.
 QJ0102
 QJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086923(NAD 83)
 QJ0102_MARKER: DR = REFERENCE MARK DISK
 QJ0102_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0102_SP_SET: CONCRETE STEP
 QJ0102_STAMPING: ALPENA 2 NO 3 1971
 QJ0102_MARK LOGO: NGS   
 QJ0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0102
 QJ0102  HISTORY     - Date     Condition        Report By
 QJ0102  HISTORY     - 1971     MONUMENTED       NGS
 QJ0102  HISTORY     - 1983     GOOD             NGS
 QJ0102
 QJ0102                          STATION DESCRIPTION
 QJ0102
 QJ0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0102'IN ALPENA.
 QJ0102'IN ALPENA, AT THE SOUTH EDGE OF TOWN, AT THE EAST SIDE OF THE ALPENA
 QJ0102'YACHT CLUB LOCATED NEAR THE SOUTHEAST END OF CHISHOLM STREET, SET IN
 QJ0102'TOP OF THE THIRD CONCRETE STEP NORTH OF A BOAT LAUNCHING RAMP,
 QJ0102'0.91 METER (3.0 FT) SOUTHEAST OF A CONCRETE LIGHT POLE, 0.91 METER
 QJ0102'(3.0 FT) EAST OF THE SOUTHEAST EDGE OF SIDEWALK, AND 22.63 METERS
 QJ0102'(74.25 FT) SOUTHEAST OF THE STATION MARK (ALPENA 2 1971).
 QJ0102'THE MARK IS ABOVE LEVEL WITH STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0100 ***********************************************************************
 QJ0100  DESIGNATION -  ALPENA 2 RM 4
 QJ0100  PID         -  QJ0100
 QJ0100  STATE/COUNTY-  MI/ALPENA
 QJ0100  USGS QUAD   -  ALPENA (1971)
 QJ0100
 QJ0100                         *CURRENT SURVEY CONTROL
 QJ0100  ___________________________________________________________________
 QJ0100* NAD 83(1986)-  45 03 33.     (N)    083 25 47.     (W)     SCALED    
 QJ0100* NAVD 88     -       177.573  (meters)     582.59   (feet)  ADJUSTED  
 QJ0100  ___________________________________________________________________
 QJ0100  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0100  DYNAMIC HT  -         177.561 (meters)     582.55  (feet)  COMP
 QJ0100  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0100
 QJ0100  VERT ORDER  -  FIRST     CLASS II
 QJ0100
 QJ0100.The horizontal coordinates were scaled from a topographic map and have
 QJ0100.an estimated accuracy of +/- 6 seconds.
 QJ0100
 QJ0100.The orthometric height was determined by differential leveling
 QJ0100.and adjusted by the National Geodetic Survey in June 1991..
 QJ0100
 QJ0100.The geoid height was determined by GEOID03.
 QJ0100
 QJ0100.The dynamic height is computed by dividing the NAVD 88
 QJ0100.geopotential number by the normal gravity value computed on the
 QJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0100.degrees latitude (g = 980.6199 gals.).
 QJ0100
 QJ0100.The modeled gravity was interpolated from observed gravity values.
 QJ0100
 QJ0100;                    North         East    Units  Estimated Accuracy
 QJ0100;SPC MI C     -   194,050.    6,073,790.      MT  (+/- 180 meters Scaled)
 QJ0100
 QJ0100                          SUPERSEDED SURVEY CONTROL
 QJ0100
 QJ0100.No superseded survey control is available for this station.
 QJ0100
 QJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086923(NAD 83)
 QJ0100_MARKER: DR = REFERENCE MARK DISK
 QJ0100_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0100_SP_SET: CURB
 QJ0100_STAMPING: ALPENA 2 NO 4 1971
 QJ0100_MARK LOGO: NGS   
 QJ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0100
 QJ0100  HISTORY     - Date     Condition        Report By
 QJ0100  HISTORY     - 1971     MONUMENTED       NGS
 QJ0100  HISTORY     - 1983     GOOD             NGS
 QJ0100
 QJ0100                          STATION DESCRIPTION
 QJ0100
 QJ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0100'IN ALPENA.
 QJ0100'IN ALPENA, AT THE SOUTH EDGE OF TOWN, AT THE EAST SIDE OF THE ALPENA
 QJ0100'YACHT CLUB LOCATED NEAR THE SOUTHEAST END OF CHISHOLM STREET, SET IN
 QJ0100'TOP OF THE WEST CONCRETE CURB OF THE PARKING LOT, 16.15 METERS
 QJ0100'(53.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF BASIN, 5.79 METERS
 QJ0100'(19.0 FT) NORTHEAST OF A CONCRETE LIGHT POLE, AND 3.96 METERS
 QJ0100'(13.0 FT) EAST OF THE EAST EDGE OF SIDEWALK.
 QJ0100'THE MARK IS 0.18 M ABOVE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0094 ***********************************************************************
 QJ0094  DESIGNATION -  ALPENA AZ MK
 QJ0094  PID         -  QJ0094
 QJ0094  STATE/COUNTY-  MI/ALPENA
 QJ0094  USGS QUAD   -  ALPENA (1971)
 QJ0094
 QJ0094                         *CURRENT SURVEY CONTROL
 QJ0094  ___________________________________________________________________
 QJ0094* NAD 83(1994)-  45 02 47.50134(N)    083 26 48.70421(W)     ADJUSTED  
 QJ0094* NAVD 88     -       179.231  (meters)     588.03   (feet)  ADJUSTED  
 QJ0094  ___________________________________________________________________
 QJ0094  X           -     515,162.464 (meters)                     COMP
 QJ0094  Y           -  -4,484,541.265 (meters)                     COMP
 QJ0094  Z           -   4,491,104.251 (meters)                     COMP
 QJ0094  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 QJ0094  ELLIP HEIGHT-         142.77  (meters)          (07/12/02) GPS OBS
 QJ0094  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 QJ0094  DYNAMIC HT  -         179.218 (meters)     587.98  (feet)  COMP
 QJ0094  MODELED GRAV-     980,543.0   (mgal)                       NAVD 88
 QJ0094
 QJ0094  HORZ ORDER  -  FIRST
 QJ0094  VERT ORDER  -  FIRST     CLASS II
 QJ0094  ELLP ORDER  -  FOURTH    CLASS I
 QJ0094
 QJ0094.The horizontal coordinates were established by GPS observations
 QJ0094.and adjusted by the National Geodetic Survey in February 1997..
 QJ0094
 QJ0094.The orthometric height was determined by differential leveling
 QJ0094.and adjusted by the National Geodetic Survey in June 1991..
 QJ0094
 QJ0094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0094
 QJ0094.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0094
 QJ0094.The ellipsoidal height was determined by GPS observations
 QJ0094.and is referenced to NAD 83.
 QJ0094
 QJ0094.The geoid height was determined by GEOID03.
 QJ0094
 QJ0094.The dynamic height is computed by dividing the NAVD 88
 QJ0094.geopotential number by the normal gravity value computed on the
 QJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0094.degrees latitude (g = 980.6199 gals.).
 QJ0094
 QJ0094.The modeled gravity was interpolated from observed gravity values.
 QJ0094
 QJ0094;                    North         East     Units Scale Factor Converg.
 QJ0094;SPC MI C     -   192,633.036 6,072,457.183   MT  0.99991432   +0 38 59.1
 QJ0094;SPC MI C     -   631,998.15 19,922,759.79   iFT  0.99991432   +0 38 59.1
 QJ0094;UTM  17      - 4,991,031.805   307,305.983   MT  1.00005659   -1 43 55.7
 QJ0094
 QJ0094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0094!SPC MI C     -   0.99997762  x   0.99991432  =   0.99989194
 QJ0094!UTM  17      -   0.99997762  x   1.00005659  =   1.00003420
 QJ0094
 QJ0094:                Primary Azimuth Mark                     Grid Az
 QJ0094:SPC MI C     -  ALPENA 2                                 043 01 15.8
 QJ0094:UTM  17      -  ALPENA 2                                 045 24 10.6
 QJ0094
 QJ0094|---------------------------------------------------------------------|
 QJ0094| PID    Reference Object                     Distance      Geod. Az  |
 QJ0094|                                                           dddmmss.s |
 QJ0094| QJ0101 ALPENA 2                            APPROX. 1.9 KM 0434014.9 |
 QJ0094| QJ0233 ALPENA                              APPROX. 2.0 KM 0434847.6 |
 QJ0094|---------------------------------------------------------------------|
 QJ0094
 QJ0094                          SUPERSEDED SURVEY CONTROL
 QJ0094
 QJ0094  ELLIP H (02/03/97)  142.76   (m)                       GP(       ) 4 1
 QJ0094  NAD 83(1986)-  45 02 47.49286(N)    083 26 48.70582(W) AD(       ) 1
 QJ0094  NAVD 88 (09/29/94)  179.23   (m)          588.0    (f) LEVELING    3  
 QJ0094
 QJ0094.Superseded values are not recommended for survey control.
 QJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0094.See file dsdata.txt to determine how the superseded data were derived.
 QJ0094
 QJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0730691032(NAD 83)
 QJ0094_MARKER: DZ = AZIMUTH MARK DISK
 QJ0094_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QJ0094_SP_SET: CONCRETE DRIVE APRON
 QJ0094_STAMPING: ALPENA 1956
 QJ0094_MARK LOGO: USLS  
 QJ0094_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0094+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1992
 QJ0094
 QJ0094  HISTORY     - Date     Condition        Report By
 QJ0094  HISTORY     - 1956     MONUMENTED       USLS
 QJ0094  HISTORY     - 1983     GOOD             NGS
 QJ0094  HISTORY     - 19920601 GOOD             MIDT
 QJ0094
 QJ0094                          STATION DESCRIPTION
 QJ0094
 QJ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0094'3.4 KM (2.1 MI) SOUTH FROM ALPENA.
 QJ0094'1.1 KM (0.7 MI) SOUTHEAST ALONG U.S. HIGHWAY 23 (CHISOLM STREET) FROM
 QJ0094'THE COURTHOUSE IN ALPENA, THENCE 2.1 KM (1.3 MI) SOUTHEAST ALONG U.S.
 QJ0094'HIGHWAY 23 (STATE AVENUE) TO THE ENTRANCE TO THE ALPENA WATER PLANT,
 QJ0094'THENCE 0.2 KM (0.1 MI) NORTHEAST ALONG A PAVED AND GRAVELED ROAD, AT
 QJ0094'THE NORTH-NORTHWEST SECURITY GATE OF THE ALPENA WATER PLANT BRICK
 QJ0094'BUILDING, SET IN TOP OF A CONCRETE PARKING AREA AT THE NORTH END OF A
 QJ0094'SLOPING CONCRETE RETAINING WALL LEVEL WITH THE GROUND, 15.55 METERS
 QJ0094'(51.0 FT) SOUTH-SOUTHEAST AND INSIDE THE FENCE FROM THE CENTER OF THE
 QJ0094'DOUBLE GATE, 10.36 METERS (34.0 FT) SOUTH OF THE CENTER OF THE
 QJ0094'GRAVELED ROAD, 10.36 METERS (34.0 FT) SOUTHWEST OF THE NORTHWEST
 QJ0094'CORNER OF THE PLANT BUILDING, 8.83 METERS (29.0 FT) WEST OF THE WEST
 QJ0094'ENTRANCE TO THE PLANT, AND 0.3 METER (1.0 FT) EAST OF THE SLOPING
 QJ0094'RETAINING WALL.
 QJ0094'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 QJ0094
 QJ0094                          STATION RECOVERY (1992)
 QJ0094
 QJ0094'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0094'STATION IS LOCATED IN QUAD 450833 AND ON THE ALPENA QUADRANGLE MAP. IT
 QJ0094'IS IN THE ALPENA CITY LIMITS ON THE CITY WATER WORKS PLANT PROPERTY.
 QJ0094'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND RIPLEY
 QJ0094'AVENUE ON THE SOUTH SIDE OF ALPENA, GO NORTHEASTERLY ALONG U.S.
 QJ0094'HIGHWAY 23 FOR 0.33 MILES (0.53 KM) TO MASON STREET.  TURN RIGHT AND
 QJ0094'GO SOUTH FOR 100 FT (30.5 M) TO DRIVE TO WATER PLANT ON LEFT. CONTINUE
 QJ0094'SOUTHERLY FOR ON DRIVE FOR 0.05 MILES (0.08 KM) TO STATION ON RIGHT BY
 QJ0094'RETAINING WALL. STATION PROJECTS 1 CM ABOVE CONCRETE.  IT IS 34 FT
 QJ0094'(10.4 M) SOUTHWEST OF NORTHWEST CORNER OF WATER WORKS BUILDING, 34 FT
 QJ0094'(10.4 M) WEST OF CENTER OF DRIVE, 29 FT (8.8 M) EAST OF WEST ENTRANCE
 QJ0094'TO PLANT, AND 1.0 FT (0.3 M) EAST OF RETAINING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0240 ***********************************************************************
 QJ0240  DESIGNATION -  ALPENA BESSER CO WATER TANK
 QJ0240  PID         -  QJ0240
 QJ0240  STATE/COUNTY-  MI/ALPENA
 QJ0240  USGS QUAD   -  ALPENA (1971)
 QJ0240
 QJ0240                         *CURRENT SURVEY CONTROL
 QJ0240  ___________________________________________________________________
 QJ0240* NAD 83(1994)-  45 04 37.32783(N)    083 26 14.56741(W)     ADJUSTED  
 QJ0240* NAVD 88     -                                                        
 QJ0240  ___________________________________________________________________
 QJ0240  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 QJ0240  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QJ0240
 QJ0240  HORZ ORDER  -  THIRD
 QJ0240
 QJ0240.The horizontal coordinates were established by classical geodetic methods
 QJ0240.and adjusted by the National Geodetic Survey in February 1997..
 QJ0240
 QJ0240
 QJ0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0240
 QJ0240.The geoid height was determined by GEOID03.
 QJ0240
 QJ0240;                    North         East     Units Scale Factor Converg.
 QJ0240;SPC MI C     -   196,031.413 6,073,165.285   MT  0.99991542   +0 39 23.2
 QJ0240;SPC MI C     -   643,147.68 19,925,082.96   iFT  0.99991542   +0 39 23.2
 QJ0240;UTM  17      - 4,994,398.282   308,154.854   MT  1.00005257   -1 43 34.8
 QJ0240
 QJ0240                          SUPERSEDED SURVEY CONTROL
 QJ0240
 QJ0240  NAD 83(1986)-  45 04 37.32362(N)    083 26 14.56886(W) AD(       ) 4
 QJ0240  NAD 27      -  45 04 37.27800(N)    083 26 14.66000(W) AD(       ) 3
 QJ0240
 QJ0240.Superseded values are not recommended for survey control.
 QJ0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0240.See file dsdata.txt to determine how the superseded data were derived.
 QJ0240
 QJ0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0815594398(NAD 83)
 QJ0240
 QJ0240  HISTORY     - Date     Condition        Report By
 QJ0240  HISTORY     - 1956     MONUMENTED       CGS
 QJ0240  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0240
 QJ0240                          STATION DESCRIPTION
 QJ0240
 QJ0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0240'THE STATION IS THE FINIAL ON THE APEX OF THE ROOF OF THE
 QJ0240'BESSER COMPANY
 QJ0240'WATER TANK.  THE COMPANY MANUFACTURES CONCRETE BUILDING BLOCKS AND
 QJ0240'NUMEROUS BUILDING MATERIALS.  IT IS
 QJ0240'LOCATED IN THE NORTHWEST SECTION OF ALPENA AND JUST SOUTHEAST
 QJ0240'OF THE PLANT.  IT IS A BALL TYPE TANK ABOUT
 QJ0240'125 FEET HIGH WITH A SINGLE SUPPORTING STEEL
 QJ0240'PIPE UP THE CENTER.  THE LEGEND BESSER IS PAINTED IN BLACK ON
 QJ0240'THE NORTH AND SOUTH SIDES OF THE
 QJ0240'TANK.
 QJ0240
 QJ0240                          STATION RECOVERY (1999)
 QJ0240
 QJ0240'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5563 ***********************************************************************
 AJ5563  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5563  DESIGNATION -  ALPENA CORS ARP
 AJ5563  CORS_ID     -  NOR3
 AJ5563  PID         -  AJ5563
 AJ5563  STATE/COUNTY-  MI/ALPENA
 AJ5563  USGS QUAD   -  LAKE WINYAH (1971)
 AJ5563
 AJ5563                         *CURRENT SURVEY CONTROL
 AJ5563  ___________________________________________________________________
 AJ5563* NAD 83(CORS)-  45 04 06.87318(N)    083 34 07.10546(W)     ADJUSTED  
 AJ5563* NAVD 88     -                                                        
 AJ5563  ___________________________________________________________________
 AJ5563  EPOCH DATE  -        2002.00
 AJ5563  X           -     505,438.052 (meters)                     COMP
 AJ5563  Y           -  -4,483,925.610 (meters)                     COMP
 AJ5563  Z           -   4,492,858.293 (meters)                     COMP
 AJ5563  ELLIP HEIGHT-         175.50  (meters)          (03/??/02) GPS OBS
 AJ5563  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 AJ5563
 AJ5563  HORZ ORDER  -  SPECIAL (CORS)
 AJ5563  ELLP ORDER  -  SPECIAL (CORS)
 AJ5563
 AJ5563.ITRF positions are available for this station.
 AJ5563.The coordinates were established by GPS observations
 AJ5563.and adjusted by the National Geodetic Survey in March 2002..
 AJ5563.The coordinates are valid at the epoch date displayed above.
 AJ5563.The epoch date for horizontal control is a decimal equivalence
 AJ5563.of Year/Month/Day.
 AJ5563
 AJ5563
 AJ5563.The PID for the CORS L1 Phase Center is DG4058.
 AJ5563
 AJ5563.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5563
 AJ5563.The ellipsoidal height was determined by GPS observations
 AJ5563.and is referenced to NAD 83.
 AJ5563
 AJ5563.The geoid height was determined by GEOID03.
 AJ5563
 AJ5563;                    North         East     Units Scale Factor Converg.
 AJ5563;SPC MI C     -   194,981.350 6,062,840.393   MT  0.99991509   +0 33 49.4
 AJ5563;SPC MI C     -   639,702.59 19,891,208.64   iFT  0.99991509   +0 33 49.4
 AJ5563
 AJ5563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5563!SPC MI C     -   0.99997248  x   0.99991509  =   0.99988758
 AJ5563
 AJ5563                          SUPERSEDED SURVEY CONTROL
 AJ5563
 AJ5563  NAD 83(CORS)-  45 04 06.87318(N)    083 34 07.10546(W) AD(1997.00) c
 AJ5563  ELLIP H (10/??/01)  175.50   (m)                       GP(1997.00) c c
 AJ5563
 AJ5563.Superseded values are not recommended for survey control.
 AJ5563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5563.See file dsdata.txt to determine how the superseded data were derived.
 AJ5563
 AJ5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9779493778(NAD 83)
 AJ5563_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5563
 AJ5563                          STATION DESCRIPTION
 AJ5563
 AJ5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5563'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5563'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5563'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5563'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5563'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1688 ***********************************************************************
 DI1688  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1688  DESIGNATION -  ALPENA CORS ARP
 DI1688  CORS_ID     -  MIAL
 DI1688  PID         -  DI1688
 DI1688  STATE/COUNTY-  MI/ALPENA
 DI1688  USGS QUAD   -  ALPENA (1971)
 DI1688
 DI1688                         *CURRENT SURVEY CONTROL
 DI1688  ___________________________________________________________________
 DI1688* NAD 83(CORS)-  45 03 46.72866(N)    083 25 42.86723(W)     ADJUSTED  
 DI1688* NAVD 88     -                                                        
 DI1688  ___________________________________________________________________
 DI1688  EPOCH DATE  -        2002.00
 DI1688  X           -     516,445.984 (meters)                     COMP
 DI1688  Y           -  -4,483,093.087 (meters)                     COMP
 DI1688  Z           -   4,492,398.000 (meters)                     COMP
 DI1688  ELLIP HEIGHT-         145.75  (meters)          (09/??/06) GPS OBS
 DI1688  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 DI1688
 DI1688  HORZ ORDER  -  SPECIAL (CORS)
 DI1688  ELLP ORDER  -  SPECIAL (CORS)
 DI1688
 DI1688.ITRF positions are available for this station.
 DI1688.The coordinates were established by GPS observations
 DI1688.and adjusted by the National Geodetic Survey in September 2006..
 DI1688.The coordinates are valid at the epoch date displayed above.
 DI1688.The epoch date for horizontal control is a decimal equivalence
 DI1688.of Year/Month/Day.
 DI1688
 DI1688
 DI1688.The PID for the CORS L1 Phase Center is DI1689.
 DI1688
 DI1688.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1688
 DI1688.The ellipsoidal height was determined by GPS observations
 DI1688.and is referenced to NAD 83.
 DI1688
 DI1688.The geoid height was determined by GEOID03.
 DI1688
 DI1688;                    North         East     Units Scale Factor Converg.
 DI1688;SPC MI C     -   194,477.619 6,073,876.608   MT  0.99991488   +0 39 45.6
 DI1688;SPC MI C     -   638,049.93 19,927,416.69   iFT  0.99991488   +0 39 45.6
 DI1688
 DI1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1688!SPC MI C     -   0.99997715  x   0.99991488  =   0.99989203
 DI1688
 DI1688                          SUPERSEDED SURVEY CONTROL
 DI1688
 DI1688.No superseded survey control is available for this station.
 DI1688
 DI1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0880192816(NAD 83)
 DI1688_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1688
 DI1688                          STATION DESCRIPTION
 DI1688
 DI1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1688'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1688'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1688'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1688'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1688'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4058 ***********************************************************************
 DG4058  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4058  DESIGNATION -  ALPENA CORS L1 PHASE CENTER
 DG4058  CORS_ID     -  NOR3
 DG4058  PID         -  DG4058
 DG4058  STATE/COUNTY-  MI/ALPENA
 DG4058  USGS QUAD   -  LAKE WINYAH (1971)
 DG4058
 DG4058                         *CURRENT SURVEY CONTROL
 DG4058  ___________________________________________________________________
 DG4058* NAD 83(CORS)-  45 04 06.87326(N)    083 34 07.10540(W)     ADJUSTED  
 DG4058* NAVD 88     -                                                        
 DG4058  ___________________________________________________________________
 DG4058  EPOCH DATE  -        2002.00
 DG4058  X           -     505,438.061 (meters)                     COMP
 DG4058  Y           -  -4,483,925.678 (meters)                     COMP
 DG4058  Z           -   4,492,858.366 (meters)                     COMP
 DG4058  ELLIP HEIGHT-         175.60  (meters)          (03/??/02) GPS OBS
 DG4058  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 DG4058
 DG4058  HORZ ORDER  -  SPECIAL (CORS)
 DG4058  ELLP ORDER  -  SPECIAL (CORS)
 DG4058
 DG4058.ITRF positions are available for this station.
 DG4058.The coordinates were established by GPS observations
 DG4058.and adjusted by the National Geodetic Survey in March 2002..
 DG4058.The coordinates are valid at the epoch date displayed above.
 DG4058.The epoch date for horizontal control is a decimal equivalence
 DG4058.of Year/Month/Day.
 DG4058
 DG4058
 DG4058.The PID for the CORS ARP is AJ5563.
 DG4058
 DG4058.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4058
 DG4058.The ellipsoidal height was determined by GPS observations
 DG4058.and is referenced to NAD 83.
 DG4058
 DG4058.The geoid height was determined by GEOID03.
 DG4058
 DG4058;                    North         East     Units Scale Factor Converg.
 DG4058;SPC MI C     -   194,981.352 6,062,840.394   MT  0.99991509   +0 33 49.4
 DG4058;SPC MI C     -   639,702.60 19,891,208.64   iFT  0.99991509   +0 33 49.4
 DG4058
 DG4058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4058!SPC MI C     -   0.99997247  x   0.99991509  =   0.99988756
 DG4058
 DG4058                          SUPERSEDED SURVEY CONTROL
 DG4058
 DG4058  NAD 83(CORS)-  45 04 06.87326(N)    083 34 07.10540(W) AD(1997.00) c
 DG4058  ELLIP H (10/??/01)  175.60   (m)                       GP(1997.00) c c
 DG4058
 DG4058.Superseded values are not recommended for survey control.
 DG4058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4058.See file dsdata.txt to determine how the superseded data were derived.
 DG4058
 DG4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9779493778(NAD 83)
 DG4058_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4058
 DG4058                          STATION DESCRIPTION
 DG4058
 DG4058'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4058'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4058'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4058'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4058'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4058'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1689 ***********************************************************************
 DI1689  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1689  DESIGNATION -  ALPENA CORS L1 PHASE CENTER
 DI1689  CORS_ID     -  MIAL
 DI1689  PID         -  DI1689
 DI1689  STATE/COUNTY-  MI/ALPENA
 DI1689  USGS QUAD   -  ALPENA (1971)
 DI1689
 DI1689                         *CURRENT SURVEY CONTROL
 DI1689  ___________________________________________________________________
 DI1689* NAD 83(CORS)-  45 03 46.72867(N)    083 25 42.86721(W)     ADJUSTED  
 DI1689* NAVD 88     -                                                        
 DI1689  ___________________________________________________________________
 DI1689  EPOCH DATE  -        2002.00
 DI1689  X           -     516,445.990 (meters)                     COMP
 DI1689  Y           -  -4,483,093.136 (meters)                     COMP
 DI1689  Z           -   4,492,398.050 (meters)                     COMP
 DI1689  ELLIP HEIGHT-         145.82  (meters)          (09/??/06) GPS OBS
 DI1689  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 DI1689
 DI1689  HORZ ORDER  -  SPECIAL (CORS)
 DI1689  ELLP ORDER  -  SPECIAL (CORS)
 DI1689
 DI1689.ITRF positions are available for this station.
 DI1689.The coordinates were established by GPS observations
 DI1689.and adjusted by the National Geodetic Survey in September 2006..
 DI1689.The coordinates are valid at the epoch date displayed above.
 DI1689.The epoch date for horizontal control is a decimal equivalence
 DI1689.of Year/Month/Day.
 DI1689
 DI1689
 DI1689.The PID for the CORS ARP is DI1688.
 DI1689
 DI1689.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1689
 DI1689.The ellipsoidal height was determined by GPS observations
 DI1689.and is referenced to NAD 83.
 DI1689
 DI1689.The geoid height was determined by GEOID03.
 DI1689
 DI1689;                    North         East     Units Scale Factor Converg.
 DI1689;SPC MI C     -   194,477.619 6,073,876.608   MT  0.99991488   +0 39 45.6
 DI1689;SPC MI C     -   638,049.93 19,927,416.69   iFT  0.99991488   +0 39 45.6
 DI1689
 DI1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1689!SPC MI C     -   0.99997714  x   0.99991488  =   0.99989202
 DI1689
 DI1689                          SUPERSEDED SURVEY CONTROL
 DI1689
 DI1689.No superseded survey control is available for this station.
 DI1689
 DI1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0880192816(NAD 83)
 DI1689_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1689
 DI1689                          STATION DESCRIPTION
 DI1689
 DI1689'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1689'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1689'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1689'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1689'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1689'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0238 ***********************************************************************
 QJ0238  DESIGNATION -  ALPENA HURON CEMENT CO STACK
 QJ0238  PID         -  QJ0238
 QJ0238  STATE/COUNTY-  MI/ALPENA
 QJ0238  USGS QUAD   -  ALPENA (1971)
 QJ0238
 QJ0238                         *CURRENT SURVEY CONTROL
 QJ0238  ___________________________________________________________________
 QJ0238* NAD 83(1994)-  45 04 18.78624(N)    083 24 20.65789(W)     ADJUSTED  
 QJ0238* NAVD 88     -                                                        
 QJ0238  ___________________________________________________________________
 QJ0238  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 QJ0238  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 QJ0238
 QJ0238  HORZ ORDER  -  THIRD
 QJ0238
 QJ0238.The horizontal coordinates were established by classical geodetic methods
 QJ0238.and adjusted by the National Geodetic Survey in February 1997..
 QJ0238
 QJ0238
 QJ0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0238
 QJ0238.The geoid height was determined by GEOID03.
 QJ0238
 QJ0238;                    North         East     Units Scale Factor Converg.
 QJ0238;SPC MI C     -   195,488.145 6,075,663.175   MT  0.99991522   +0 40 43.7
 QJ0238;SPC MI C     -   641,365.31 19,933,278.13   iFT  0.99991522   +0 40 43.7
 QJ0238;UTM  17      - 4,993,751.552   310,628.325   MT  1.00004097   -1 42 13.5
 QJ0238
 QJ0238                          SUPERSEDED SURVEY CONTROL
 QJ0238
 QJ0238  NAD 83(1986)-  45 04 18.78244(N)    083 24 20.65993(W) AD(       ) 4
 QJ0238  NAD 27      -  45 04 18.74000(N)    083 24 20.75700(W) AD(       ) 3
 QJ0238
 QJ0238.Superseded values are not recommended for survey control.
 QJ0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0238.See file dsdata.txt to determine how the superseded data were derived.
 QJ0238
 QJ0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1062893752(NAD 83)
 QJ0238
 QJ0238  HISTORY     - Date     Condition        Report By
 QJ0238  HISTORY     - 1956     MONUMENTED       CGS
 QJ0238
 QJ0238                          STATION DESCRIPTION
 QJ0238
 QJ0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0238'THE STATION IS THE CENTER OF THE TOP OF THE HURON PORTLAND
 QJ0238'CEMENT COMPANY
 QJ0238'STACK WHICH IS LOCATED ABOUT 1-1/2 MILES EAST OF THE BUSINESS
 QJ0238'DISTRICT OF ALPENA.
 QJ0238'
 QJ0238'THE STACK IS IN THE NORTHEAST SECTION OF THE CEMENT COMPANY PLANT AND
 QJ0238'IS ADJACENT TO PRE-HEATING
 QJ0238'BUILDING NUMBER 213.  IT IS A ROUND CONCRETE STRUCTURE WITH A BRICK
 QJ0238'LINING.  THE OVERALL HEIGHT IS 200 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0235 ***********************************************************************
 QJ0235  DESIGNATION -  ALPENA MARKER RADIO BEACON
 QJ0235  PID         -  QJ0235
 QJ0235  STATE/COUNTY-  MI/ALPENA
 QJ0235  USGS QUAD   -  ALPENA (1971)
 QJ0235
 QJ0235                         *CURRENT SURVEY CONTROL
 QJ0235  ___________________________________________________________________
 QJ0235* NAD 83(1994)-  45 03 36.32834(N)    083 25 22.35515(W)     ADJUSTED  
 QJ0235* NAVD 88     -                                                        
 QJ0235  ___________________________________________________________________
 QJ0235  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 QJ0235  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QJ0235
 QJ0235  HORZ ORDER  -  THIRD
 QJ0235
 QJ0235.The horizontal coordinates were established by classical geodetic methods
 QJ0235.and adjusted by the National Geodetic Survey in February 1997..
 QJ0235
 QJ0235
 QJ0235.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0235
 QJ0235.The geoid height was determined by GEOID03.
 QJ0235
 QJ0235;                    North         East     Units Scale Factor Converg.
 QJ0235;SPC MI C     -   194,161.813 6,074,329.036   MT  0.99991478   +0 40 00.1
 QJ0235;SPC MI C     -   637,013.82 19,928,901.04   iFT  0.99991478   +0 40 00.1
 QJ0235;UTM  17      - 4,992,481.661   309,240.025   MT  1.00004747   -1 42 56.0
 QJ0235
 QJ0235                          SUPERSEDED SURVEY CONTROL
 QJ0235
 QJ0235  NAD 83(1986)-  45 03 36.32470(N)    083 25 22.35633(W) AD(       ) 4
 QJ0235  NAD 27      -  45 03 36.28100(N)    083 25 22.45000(W) AD(       ) 3
 QJ0235
 QJ0235.Superseded values are not recommended for survey control.
 QJ0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0235.See file dsdata.txt to determine how the superseded data were derived.
 QJ0235
 QJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0924092482(NAD 83)
 QJ0235
 QJ0235  HISTORY     - Date     Condition        Report By
 QJ0235  HISTORY     - 1956     MONUMENTED       CGS
 QJ0235  HISTORY     - 1985     MARK NOT FOUND   LOCENG
 QJ0235
 QJ0235                          STATION DESCRIPTION
 QJ0235
 QJ0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0235'THE STATION IS THE CENTER OF AN OCCULTING WHITE LIGHT OF THE
 QJ0235'ALPENA MARKER
 QJ0235'RADIO BEACON LOCATED ON THE NORTH SIDE OF THE ENTRANCE OF THUNDER BAY
 QJ0235'RIVER AT THE SOUTHEAST EDGE OF ALPENA.
 QJ0235'THE LIGHT IS AT THE TOP OF A RED SKELETON TOWER ON A
 QJ0235'CONCRETE PIER AND IS 42 FEET ABOVE THE LOW WATER
 QJ0235'LEVEL.
 QJ0235'
 QJ0235'THIS STATION IS LISTED IN LIGHT LIST, GREAT LAKES, CG-159 AS NO. 797.
 QJ0235
 QJ0235                          STATION RECOVERY (1985)
 QJ0235
 QJ0235'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1985 (DH)
 QJ0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0239 ***********************************************************************
 QJ0239  DESIGNATION -  ALPENA MUNICIPAL TANK
 QJ0239  PID         -  QJ0239
 QJ0239  STATE/COUNTY-  MI/ALPENA
 QJ0239  USGS QUAD   -  ALPENA (1971)
 QJ0239
 QJ0239                         *CURRENT SURVEY CONTROL
 QJ0239  ___________________________________________________________________
 QJ0239* NAD 83(1994)-  45 04 14.48200(N)    083 26 12.49286(W)     ADJUSTED  
 QJ0239* NAVD 88     -                                                        
 QJ0239  ___________________________________________________________________
 QJ0239  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 QJ0239  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QJ0239
 QJ0239  HORZ ORDER  -  THIRD
 QJ0239
 QJ0239.The horizontal coordinates were established by classical geodetic methods
 QJ0239.and adjusted by the National Geodetic Survey in February 1997..
 QJ0239
 QJ0239
 QJ0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0239
 QJ0239.The geoid height was determined by GEOID03.
 QJ0239
 QJ0239;                    North         East     Units Scale Factor Converg.
 QJ0239;SPC MI C     -   195,326.781 6,073,218.738   MT  0.99991517   +0 39 24.7
 QJ0239;SPC MI C     -   640,835.90 19,925,258.33   iFT  0.99991517   +0 39 24.7
 QJ0239;UTM  17      - 4,993,691.939   308,178.971   MT  1.00005246   -1 43 32.6
 QJ0239
 QJ0239                          SUPERSEDED SURVEY CONTROL
 QJ0239
 QJ0239  NAD 83(1986)-  45 04 14.47783(N)    083 26 12.49413(W) AD(       ) 4
 QJ0239  NAD 27      -  45 04 14.43200(N)    083 26 12.58500(W) AD(       ) 3
 QJ0239
 QJ0239.Superseded values are not recommended for survey control.
 QJ0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0239.See file dsdata.txt to determine how the superseded data were derived.
 QJ0239
 QJ0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0817993692(NAD 83)
 QJ0239
 QJ0239  HISTORY     - Date     Condition        Report By
 QJ0239  HISTORY     - 1956     MONUMENTED       CGS
 QJ0239  HISTORY     - 19970330 GOOD             USPSQD
 QJ0239  HISTORY     - 19990515 GOOD             USPSQD
 QJ0239
 QJ0239                          STATION DESCRIPTION
 QJ0239
 QJ0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0239'THE STATION IS THE RED LIGHT ON THE APEX OF THE ROOF OF THE
 QJ0239'MUNICIPAL WATER
 QJ0239'TANK.  IT IS LOCATED IN THE NORTHWEST EDGE OF ALPENA, ON THE NORTH
 QJ0239'SIDE OF THE THUNDER BAY RIVER AND IN
 QJ0239'THE SOUTHWEST ANGLE OF WALNUT AND W. OLDFIELD STREETS.
 QJ0239'IT IS AN 8 LEGGED STEEL STRUCTURE, SUPPORTING A
 QJ0239'MUSHROOM TYPE TANK.  THE ENTIRE STRUCTURE
 QJ0239'IS PAINTED GRAY AND IS ABOUT 130 FEET HIGH.
 QJ0239
 QJ0239                          STATION RECOVERY (1997)
 QJ0239
 QJ0239'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0239'RECOVERED IN GOOD CONDITION.
 QJ0239
 QJ0239                          STATION RECOVERY (1999)
 QJ0239
 QJ0239'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0231 ***********************************************************************
 QJ0231  DESIGNATION -  ALPENA RADIO STA KQA 293 MAST
 QJ0231  PID         -  QJ0231
 QJ0231  STATE/COUNTY-  MI/ALPENA
 QJ0231  USGS QUAD   -  ALPENA (1971)
 QJ0231
 QJ0231                         *CURRENT SURVEY CONTROL
 QJ0231  ___________________________________________________________________
 QJ0231* NAD 83(1994)-  45 02 42.26967(N)    083 27 30.08827(W)     ADJUSTED  
 QJ0231* NAVD 88     -                                                        
 QJ0231  ___________________________________________________________________
 QJ0231  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 QJ0231  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 QJ0231
 QJ0231  HORZ ORDER  -  THIRD
 QJ0231
 QJ0231.The horizontal coordinates were established by classical geodetic methods
 QJ0231.and adjusted by the National Geodetic Survey in February 1997..
 QJ0231
 QJ0231
 QJ0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0231
 QJ0231.The geoid height was determined by GEOID03.
 QJ0231
 QJ0231;                    North         East     Units Scale Factor Converg.
 QJ0231;SPC MI C     -   192,461.352 6,071,553.470   MT  0.99991428   +0 38 29.9
 QJ0231;SPC MI C     -   631,434.88 19,919,794.85   iFT  0.99991428   +0 38 29.9
 QJ0231;UTM  17      - 4,990,897.808   306,395.785   MT  1.00006091   -1 44 24.8
 QJ0231
 QJ0231                          SUPERSEDED SURVEY CONTROL
 QJ0231
 QJ0231  NAD 83(1986)-  45 02 42.26571(N)    083 27 30.08910(W) AD(       ) 4
 QJ0231  NAD 27      -  45 02 42.22200(N)    083 27 30.18000(W) AD(       ) 3
 QJ0231
 QJ0231.Superseded values are not recommended for survey control.
 QJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0231.See file dsdata.txt to determine how the superseded data were derived.
 QJ0231
 QJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0639690898(NAD 83)
 QJ0231
 QJ0231  HISTORY     - Date     Condition        Report By
 QJ0231  HISTORY     - 1956     MONUMENTED       CGS
 QJ0231  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0231
 QJ0231                          STATION DESCRIPTION
 QJ0231
 QJ0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0231'THE STATION IS THE RED LIGHT ON THE TOP OF THE MICHIGAN STATE
 QJ0231'POLICE RADIO MAST.
 QJ0231'IT IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER OF TOWN AND 0.5
 QJ0231'MILE SOUTHWEST OF THE STATE POLICE
 QJ0231'HEADQUARTERS, ON THE WEST SIDE OF U.S. HIGHWAY 23, IN A
 QJ0231'WOODED AREA OF SMALL TREES.  IT IS AN ALL STEEL
 QJ0231'STRUCTURE 200 FEET HIGH, PAINTED IN
 QJ0231'ALTERNATE SECTIONS OF RED AND WHITE.
 QJ0231
 QJ0231                          STATION RECOVERY (1999)
 QJ0231
 QJ0231'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0234 ***********************************************************************
 QJ0234  DESIGNATION -  ALPENA ST BERNARDS CATH SPIRE
 QJ0234  PID         -  QJ0234
 QJ0234  STATE/COUNTY-  MI/ALPENA
 QJ0234  USGS QUAD   -  ALPENA (1971)
 QJ0234
 QJ0234                         *CURRENT SURVEY CONTROL
 QJ0234  ___________________________________________________________________
 QJ0234* NAD 83(1994)-  45 03 53.95217(N)    083 26 12.80769(W)     ADJUSTED  
 QJ0234* NAVD 88     -                                                        
 QJ0234  ___________________________________________________________________
 QJ0234  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 QJ0234  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0234
 QJ0234  HORZ ORDER  -  THIRD
 QJ0234
 QJ0234.The horizontal coordinates were established by classical geodetic methods
 QJ0234.and adjusted by the National Geodetic Survey in February 1997..
 QJ0234
 QJ0234
 QJ0234.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0234
 QJ0234.The geoid height was determined by GEOID03.
 QJ0234
 QJ0234;                    North         East     Units Scale Factor Converg.
 QJ0234;SPC MI C     -   194,693.035 6,073,219.117   MT  0.99991495   +0 39 24.5
 QJ0234;SPC MI C     -   638,756.68 19,925,259.57   iFT  0.99991495   +0 39 24.5
 QJ0234;UTM  17      - 4,993,058.639   308,153.000   MT  1.00005258   -1 43 32.2
 QJ0234
 QJ0234                          SUPERSEDED SURVEY CONTROL
 QJ0234
 QJ0234  NAD 83(1986)-  45 03 53.94801(N)    083 26 12.80935(W) AD(       ) 4
 QJ0234  NAD 27      -  45 03 53.90500(N)    083 26 12.90200(W) AD(       ) 3
 QJ0234
 QJ0234.Superseded values are not recommended for survey control.
 QJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0234.See file dsdata.txt to determine how the superseded data were derived.
 QJ0234
 QJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0815393059(NAD 83)
 QJ0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0234
 QJ0234  HISTORY     - Date     Condition        Report By
 QJ0234  HISTORY     - 1956     MONUMENTED       CGS
 QJ0234  HISTORY     - 1979     GOOD             NOS
 QJ0234  HISTORY     - 19970330 GOOD             USPSQD
 QJ0234  HISTORY     - 19990515 GOOD             USPSQD
 QJ0234
 QJ0234                          STATION DESCRIPTION
 QJ0234
 QJ0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0234'THE STATION IS THE CROSS ON THE BELL TOWER OF THE ST. BERNARDS
 QJ0234'CATHOLIC CHURCH.
 QJ0234'IT IS LOCATED ABOUT 3 BLOCKS NORTHWEST OF THE CENTER OF TOWN, IN THE
 QJ0234'SOUTHEAST ANGLE OF CHISHOLM AND N.
 QJ0234'FIFTH STREETS.  IT IS A GRAY STONE STRUCTURE WITH A GREEN
 QJ0234'ROOFED CONICAL BELL TOWER, WITH A CROSS ON THE TOP,
 QJ0234'OVER THE NORTH AND MAIN ENTRANCE INTO
 QJ0234'THE BUILDING.
 QJ0234
 QJ0234                          STATION RECOVERY (1979)
 QJ0234
 QJ0234'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0234'RECOVERED AS DESCRIBED IN 1956 DESCRIPTION.
 QJ0234
 QJ0234                          STATION RECOVERY (1997)
 QJ0234
 QJ0234'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0234'RECOVERED IN GOOD CONDITION.
 QJ0234
 QJ0234                          STATION RECOVERY (1999)
 QJ0234
 QJ0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0230 ***********************************************************************
 QJ0230  DESIGNATION -  ALPENA ST MARYS CATH CH SPIRE
 QJ0230  PID         -  QJ0230
 QJ0230  STATE/COUNTY-  MI/ALPENA
 QJ0230  USGS QUAD   -  ALPENA (1971)
 QJ0230
 QJ0230                         *CURRENT SURVEY CONTROL
 QJ0230  ___________________________________________________________________
 QJ0230* NAD 83(1994)-  45 03 56.10948(N)    083 25 39.09311(W)     ADJUSTED  
 QJ0230* NAVD 88     -                                                        
 QJ0230  ___________________________________________________________________
 QJ0230  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 QJ0230  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QJ0230
 QJ0230  HORZ ORDER  -  THIRD
 QJ0230
 QJ0230.The horizontal coordinates were established by classical geodetic methods
 QJ0230.and adjusted by the National Geodetic Survey in February 1997..
 QJ0230
 QJ0230
 QJ0230.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0230
 QJ0230.The geoid height was determined by GEOID03.
 QJ0230
 QJ0230;                    North         East     Units Scale Factor Converg.
 QJ0230;SPC MI C     -   194,768.119 6,073,955.812   MT  0.99991498   +0 39 48.3
 QJ0230;SPC MI C     -   639,003.02 19,927,676.55   iFT  0.99991498   +0 39 48.3
 QJ0230;UTM  17      - 4,993,103.039   308,892.280   MT  1.00004910   -1 43 08.4
 QJ0230
 QJ0230                          SUPERSEDED SURVEY CONTROL
 QJ0230
 QJ0230  NAD 83(1986)-  45 03 56.10518(N)    083 25 39.09471(W) AD(       ) 4
 QJ0230  NAD 27      -  45 03 56.05900(N)    083 25 39.18900(W) AD(       ) 3
 QJ0230
 QJ0230.Superseded values are not recommended for survey control.
 QJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0230.See file dsdata.txt to determine how the superseded data were derived.
 QJ0230
 QJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0889293103(NAD 83)
 QJ0230
 QJ0230  HISTORY     - Date     Condition        Report By
 QJ0230  HISTORY     - 1956     MONUMENTED       CGS
 QJ0230  HISTORY     - 19970330 GOOD             USPSQD
 QJ0230  HISTORY     - 19990515 GOOD             USPSQD
 QJ0230
 QJ0230                          STATION DESCRIPTION
 QJ0230
 QJ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0230'THE STATION IS THE CROSS ON THE TOP OF THE BELL TOWER OF THE
 QJ0230'ST. MARYS CATHOLIC
 QJ0230'CHURCH.  IT IS LOCATED ABOUT 3 BLOCKS NORTH OF THE CENTER OF TOWN, IN
 QJ0230'THE SOUTHEAST ANGLE OF N. SECOND AND
 QJ0230'MILLER STREETS.  IT IS A RED BRICK BUILDING WITH A
 QJ0230'BELL TOWER OVER THE WEST AND MAIN ENTRANCE INTO THE
 QJ0230'BUILDING.  THE ROOF OF THE BELL TOWER
 QJ0230'IS PAINTED GRAY.
 QJ0230
 QJ0230                          STATION RECOVERY (1997)
 QJ0230
 QJ0230'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0230'RECOVERED IN GOOD CONDITION.
 QJ0230
 QJ0230                          STATION RECOVERY (1999)
 QJ0230
 QJ0230'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1561 ***********************************************************************
 RL1561  DESIGNATION -  ALPHA
 RL1561  PID         -  RL1561
 RL1561  STATE/COUNTY-  MI/IRON
 RL1561  USGS QUAD   -  FORTUNE LAKES (1944)
 RL1561
 RL1561                         *CURRENT SURVEY CONTROL
 RL1561  ___________________________________________________________________
 RL1561* NAD 83(1994)-  46 00 51.95949(N)    088 23 26.94098(W)     ADJUSTED  
 RL1561* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 RL1561  ___________________________________________________________________
 RL1561  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 RL1561  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 RL1561
 RL1561  HORZ ORDER  -  SECOND
 RL1561
 RL1561.The horizontal coordinates were established by classical geodetic methods
 RL1561.and adjusted by the National Geodetic Survey in February 1997..
 RL1561
 RL1561.The orthometric height was scaled from a topographic map.
 RL1561
 RL1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1561
 RL1561.The geoid height was determined by GEOID03.
 RL1561
 RL1561;                    North         East     Units Scale Factor Converg.
 RL1561;SPC MI N     -   137,774.220 7,892,305.541   MT  0.99991395   -1 00 19.0
 RL1561;SPC MI N     -   452,015.16 25,893,390.88   iFT  0.99991395   -1 00 19.0
 RL1561;UTM  16      - 5,096,591.443   392,334.190   MT  0.99974250   -1 00 02.9
 RL1561
 RL1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1561!SPC MI N     -   0.99993258  x   0.99991395  =   0.99984653
 RL1561!UTM  16      -   0.99993258  x   0.99974250  =   0.99967509
 RL1561
 RL1561:                Primary Azimuth Mark                     Grid Az
 RL1561:SPC MI N     -  ALPHA AZ MK                              025 41 02.8
 RL1561:UTM  16      -  ALPHA AZ MK                              025 40 46.7
 RL1561
 RL1561|---------------------------------------------------------------------|
 RL1561| PID    Reference Object                     Distance      Geod. Az  |
 RL1561|                                                           dddmmss.s |
 RL1561| CJ1771 ALPHA AZ MK                                        0244043.8 |
 RL1561| CJ1772 ALPHA RM 1                           22.610 METERS 04447     |
 RL1561| CJ1773 ALPHA RM 2                           22.288 METERS 31651     |
 RL1561|---------------------------------------------------------------------|
 RL1561
 RL1561                          SUPERSEDED SURVEY CONTROL
 RL1561
 RL1561  NAD 83(1994)-  46 00 51.95793(N)    088 23 26.93922(W) AD(       ) 2
 RL1561  NAD 83(1986)-  46 00 51.95791(N)    088 23 26.92860(W) AD(       ) 2
 RL1561  NAD 27      -  46 00 52.12000(N)    088 23 26.44000(W) AD(       ) 2
 RL1561
 RL1561.Superseded values are not recommended for survey control.
 RL1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1561.See file dsdata.txt to determine how the superseded data were derived.
 RL1561
 RL1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR9233496591(NAD 83)
 RL1561_MARKER: DS = TRIANGULATION STATION DISK
 RL1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1561
 RL1561  HISTORY     - Date     Condition        Report By
 RL1561  HISTORY     - 1954     MONUMENTED       CGS
 RL1561
 RL1561                          STATION DESCRIPTION
 RL1561
 RL1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1561'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF FLORENCE, WISCONSIN,
 RL1561'6 MILES SOUTH SOUTHWEST OF CRYSTAL FALLS AND 3 MILES SOUTH
 RL1561'SOUTHWEST OF ALPHA ALONG THE SOUTH RIGHT OF WAY OF GRAVEL
 RL1561'ROAD.  STATION IS 28 FEET SOUTH OF THE APPROXIMATE CENTER
 RL1561'OF ROAD, 12 FEET NORTHWEST OF A TRIANGLE BLAZED TELEPHONE
 RL1561'POLE, 6 FEET EAST OF WITNESS POST AND 5 FEET NORTH OF FENCE.
 RL1561'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 RL1561'ALPHA 1954.
 RL1561'
 RL1561'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE
 RL1561'CENTER OF ROAD AND 7 FEET SOUTH OF FENCE.  THE MARK PROJECTS
 RL1561'ABOUT 6 INCHES AND THE DISK IS STAMPED ALPHA NO 1 1954.
 RL1561'
 RL1561'REFERENCE MARK NO. 2 IS 25 FEET NORTH OF THE APPROXIMATE
 RL1561'CENTER OF ROAD AND 7 FEET SOUTH OF FENCE.  THE MARK PROJECTS
 RL1561'ABOUT 6 INCHES AND THE DISK IS STAMPED ALPHA NO 2 1954.
 RL1561'
 RL1561'AZIMUTH MARK IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 RL1561'ROAD, 2.5 FEET SOUTH OF WITNESS POST AND 1 FOOT WEST OF FENCE.
 RL1561'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 RL1561'ALPHA 1954.
 RL1561'
 RL1561'TO REACH FROM THE CIRCLE DRIVE IN FRONT OF THE HIGH SCHOOL
 RL1561'IN ALPHA GO SOUTH FOR 0.1 MILE TO T INTERSECTION.  TURN RIGHT
 RL1561'AND GO WESTERLY ON BLACK TOP ROAD FOR 0.5 MILE TO FORKS.  KEEP
 RL1561'LEFT FORK AND GO SOUTH FOR 0.65 MILE TO AZIMUTH MARK ON LEFT
 RL1561'OR EAST SIDE OF ROAD AS DESCRIBED.  CONTINUE SOUTH FOR 0.3 MILE
 RL1561'TO CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 0.15
 RL1561'MILE TO STATION ON LEFT OR SOUTH SIDE OF ROAD AS DESCRIBED.
 RL1561'
 RL1561'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0619 ***********************************************************************
 OK0619  DESIGNATION -  ALPINE
 OK0619  PID         -  OK0619
 OK0619  STATE/COUNTY-  MI/KENT
 OK0619  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0619
 OK0619                         *CURRENT SURVEY CONTROL
 OK0619  ___________________________________________________________________
 OK0619* NAD 83(1994)-  43 01 57.38335(N)    085 41 58.35545(W)     ADJUSTED  
 OK0619* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 OK0619  ___________________________________________________________________
 OK0619  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 OK0619  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0619
 OK0619  HORZ ORDER  -  FIRST
 OK0619
 OK0619.The horizontal coordinates were established by classical geodetic methods
 OK0619.and adjusted by the National Geodetic Survey in February 1997..
 OK0619
 OK0619.The orthometric height was scaled from a topographic map.
 OK0619
 OK0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0619
 OK0619.The geoid height was determined by GEOID03.
 OK0619
 OK0619;                    North         East     Units Scale Factor Converg.
 OK0619;SPC MI S     -   171,098.334 3,891,387.740   MT  0.99991019   -0 54 25.4
 OK0619;SPC MI S     -   561,346.24 12,767,020.14   iFT  0.99991019   -0 54 25.4
 OK0619;UTM  16      - 4,765,256.244   605,942.666   MT  0.99973807   +0 53 15.1
 OK0619
 OK0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0619!SPC MI S     -   0.99996483  x   0.99991019  =   0.99987503
 OK0619!UTM  16      -   0.99996483  x   0.99973807  =   0.99970291
 OK0619
 OK0619|---------------------------------------------------------------------|
 OK0619| PID    Reference Object                     Distance      Geod. Az  |
 OK0619|                                                           dddmmss.s |
 OK0619| OK0705 ALPINE RM 1                          29.837 METERS 01105     |
 OK0619| OK0402 ALPINE RM 2                                        13329     |
 OK0619| OK0706 ALPINE RM 3                          10.318 METERS 15010     |
 OK0619| NF1645 GRAND RAPIDS SILVER WATER TANK      APPROX.12.3 KM 1505631.7 |
 OK0619| NF1646 GRAND RAPIDS NATL BANK DOME         APPROX. 7.7 KM 1624422.8 |
 OK0619| OK0704 ALPINE AZ MK 2                      392.746 METERS 17550     |
 OK0619| NF1644 GRAND RAPIDS BLACK WATER TANK       APPROX. 5.6 KM 2114728.4 |
 OK0619| OK0618 BALLARDS                            APPROX. 9.4 KM 3484940.6 |
 OK0619|---------------------------------------------------------------------|
 OK0619
 OK0619                          SUPERSEDED SURVEY CONTROL
 OK0619
 OK0619  NAD 83(1986)-  43 01 57.38387(N)    085 41 58.36801(W) AD(       ) 1
 OK0619  NAD 27      -  43 01 57.29683(N)    085 41 58.24553(W) AD(       ) 1
 OK0619
 OK0619.Superseded values are not recommended for survey control.
 OK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0619.See file dsdata.txt to determine how the superseded data were derived.
 OK0619
 OK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0594365256(NAD 83)
 OK0619_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0619_SP_SET: SQUARE CONCRETE MONUMENT
 OK0619_STAMPING: ALPINE 1931
 OK0619_MARK LOGO: CGS   
 OK0619_PROJECTION: RECESSED 42 CENTIMETERS
 OK0619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0619+STABILITY: SURFACE MOTION
 OK0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0619+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 OK0619
 OK0619  HISTORY     - Date     Condition        Report By
 OK0619  HISTORY     - 1931     MONUMENTED       CGS
 OK0619  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OK0619  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OK0619  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OK0619  HISTORY     - 1980     GOOD             MIDH
 OK0619  HISTORY     - 19840221 GOOD             NGS
 OK0619  HISTORY     - 19840222 GOOD             NGS
 OK0619  HISTORY     - 1990     GOOD             USPSQD
 OK0619  HISTORY     - 19980708 GOOD             WADTRI
 OK0619  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0619  HISTORY     - 20030922 GOOD             INDIV
 OK0619
 OK0619                          STATION DESCRIPTION
 OK0619
 OK0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0619'ABOUT 1-1/2 MILES WEST OF
 OK0619'COMSTOCK PARK,
 OK0619'SUBURB NORTH OF GRAND RAPIDS, ABOUT 1/4 MILE SOUTH OF CENTER OF
 OK0619'SEC. 35, T. 8 N., R. 12 W.  TO
 OK0619'REACH FROM COMSTOCK PARK, TAKE WALKER-COMSTOCK
 OK0619'PARK ROAD (GRAVEL) WEST FROM POST OFFICE AND
 OK0619'CROSS PAVED ROAD M-37 AT PLATTE
 OK0619'CORNERS 1.2 MILES DISTANT, CONTINUE WEST FROM THIS CORNER 0.5
 OK0619'MILE AND TURN RIGHT (NORTH) ON
 OK0619'DIRT ROAD EXACTLY 1/4 MILE TO TOP OF GRADE AND EAST-AND-WEST FENCE
 OK0619'LINE BETWEEN TWO CULTIVATED
 OK0619'FIELDS ON WEST SIDE OF ROAD.  STATION IS IN NORTHEAST CORNER
 OK0619'OF CULTIVATED FIELD, 18 FEET WEST OF
 OK0619'NORTH-AND-SOUTH WIRE FENCE, 42 FEET WEST OF
 OK0619'CENTER LINE OF NORTH-AND-SOUTH ROAD LEADING TO STATION,
 OK0619'AND 19 FEET SOUTH OF EAST-
 OK0619'AND-WEST WIRE FENCE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 OK0619'STATION MARKS IN CONCRETE,
 OK0619'NOTES 1A AND 7A.  UPPER MARK IS 1 FOOT BELOW SURFACE OF
 OK0619'GROUND.  REFERENCE MARKS ARE STANDARD
 OK0619'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OK0619'NO. 1 IS 1 FOOT EAST OF NORTH-AND-SOUTH WIRE FENCE, 23
 OK0619'FEET WEST OF CENTER LINE OF
 OK0619'ROAD LEADING TOWARD STATION, AND 23.83 METERS (78.2 FEET) FROM
 OK0619'STATION IN AZIMUTH 191 DEG 05
 OK0619'MIN.  NO. 2 IS 1/4 MILE EAST OF WHERE ROAD LEADING TO STATION TURNS
 OK0619'OFF, 1 FOOT SOUTH OF FENCE, 16 FEET
 OK0619'SOUTH OF CENTER LINE OF EAST-AND-WEST GRAVEL ROAD, 10 FEET
 OK0619'EAST OF 14-INCH WALNUT TREE, 0.3 MILE WEST
 OK0619'OF JUNCTION OF GRAVEL ROAD WITH HIGHWAY
 OK0619'M-37, AND APPROXIMATELY 1/2 MILE FROM STATION IN AZIMUTH 313
 OK0619'DEG 28 MIN 59 SEC.
 OK0619
 OK0619                          STATION RECOVERY (1966)
 OK0619
 OK0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OK0619'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 OK0619'CONDITION AT THIS
 OK0619'TIME.  REFERENCE MARK 2 WAS NOT RECOVERED AFTER A
 OK0619'SEARCH WAS MADE AND IS ASSUMED LOST.
 OK0619'REFERENCE MARK 3 WAS ESTABLISHED
 OK0619'AT THIS TIME.  THE DISTANCE TO REFERENCE MARK 2 WAS
 OK0619'FOUND TO BE 9.7 FEET
 OK0619'LONGER THAN THE PREVIOUS STATED MEASUREMENT.  DUE TO VARIOUS CHANGES
 OK0619'A NEW AND COMPLETE
 OK0619'DESCRIPTION FOLLOWS.
 OK0619'
 OK0619'STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF GRAND RAPIDS, AT
 OK0619'THE NORTH EDGE OF
 OK0619'THE SUBURB OF WALKER AND ON PROPERTY OWNED BY MR.
 OK0619'ROY SPRINGER.
 OK0619'
 OK0619'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 37 AND
 OK0619'4 MILE ROAD, AT
 OK0619'THE NORTH EDGE OF WALKER, GO WEST ON 4 MILE ROAD FOR
 OK0619'0.5 MILE TO THE INTERSECTION OF
 OK0619'CORDES ROAD.  TURN RIGHT AND GO NORTH ON
 OK0619'CORDES ROAD FOR 0.25 MILE TO THE TOP OF A GRADE
 OK0619'AND THE STATION ON THE
 OK0619'LEFT.
 OK0619'
 OK0619'STATION MARK IS A STANDARD DISK, STAMPED ALPINE 1931, SET IN THE
 OK0619'TOP OF A CONCRETE
 OK0619'MONUMENT, 1 FOOT BELOW THE SURFACE OF THE GROUND.  IT
 OK0619'IS 40 FEET WEST OF THE CENTERLINE OF
 OK0619'THE ROAD, 32 FEET NORTHWEST OF A
 OK0619'METAL WITNESS POST AND A SIGN, 23 FEET EAST OF THE EAST
 OK0619'ROW OF APPLE
 OK0619'TREES, 27 FEET SOUTHEAST OF THE MOST NORTHEAST APPLE TREE IN THE
 OK0619'ORCHARD, AND JUST
 OK0619'ACROSS THE ROAD FROM A HOUSE (3784 CORDES ROAD).  (NOTE
 OK0619'1A 7A)
 OK0619'
 OK0619'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALPINE NO 1 1931,
 OK0619'SET IN THE TOP OF
 OK0619'A SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 OK0619'IT IS 92 FEET NORTHEAST OF THE
 OK0619'NORTHEAST APPLE TREE, 21 FEET WEST OF
 OK0619'THE CENTERLINE OF THE ROAD AND 1 FOOT NORTH OF A
 OK0619'METAL WITNESS POST
 OK0619'AND SIGN.
 OK0619'
 OK0619'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED ALPINE NO 3 1931
 OK0619'1966, SET IN THE
 OK0619'TOP OF A SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 OK0619'INCHES.  IT IS 40 FEET EAST OF THE
 OK0619'EAST EDGE OF THE ORCHARD, 23 FEET
 OK0619'WEST OF THE CENTERLINE OF THE ROAD AND 2.7 FEET SOUTH
 OK0619'OF THE WITNESS
 OK0619'POST.
 OK0619'
 OK0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- NORTHWEST OF GRAND
 OK0619'RAPIDS 5 MILES
 OK0619'
 OK0619'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0619
 OK0619                          STATION RECOVERY (1967)
 OK0619
 OK0619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OK0619'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE FOUND AS DESCRIBED
 OK0619'IN THE 1966
 OK0619'RECOVERY NOTE.  THE DISTANCE WAS CHECKED TO REFERENCE MARK 1
 OK0619'AND FOUND TO BE 97.90 FEET AS
 OK0619'STATED IN THE RECOVERY NOTE.  THE TANKS AND
 OK0619'DOME MENTIONED IN THE ORIGINAL DESCRIPTION WILL
 OK0619'NOT SEE FROM THE GROUND
 OK0619'AT THE STATION, TO SET A NEW AZIMUTH MARK FROM.  IT IS POSSIBLE
 OK0619'WITH A 15 TO 20
 OK0619'FOOT TOWER THAT THESE POINTS WILL SEE.
 OK0619'
 OK0619'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES NORTHWEST
 OK0619'OF GRAND RAPIDS.
 OK0619
 OK0619                          STATION RECOVERY (1980)
 OK0619
 OK0619'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0619'THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 OK0619'CONDITION.  THE STATION IS 40 FEET WEST OF CORDES ROAD IN THE
 OK0619'ENTRANCE TO AN APPLE ORCHARD AND IS BURIED 1 FOOT BELOW SURFACE OF
 OK0619'GROUND.
 OK0619
 OK0619                          STATION RECOVERY (1984)
 OK0619
 OK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 OK0619'THE STATION MARK REFERENCE MARK 1 AND 3 WERE RECOVERED IN GOOD
 OK0619'CONDITION.  THE DISTANCES AND DIRECTIONS TO BOTH REFERENCE MARKS
 OK0619'CHECKED THE 1966 DATA.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 OK0619'TIME.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE.  THE STATION
 OK0619'IS ON PROPERTY OWNED BY ROSS ROY FARM NYBLAD ORCHARDS INC.  OF KENT
 OK0619'CITY  MICHIGAN.
 OK0619' 
 OK0619'THE STATION IS A STANDARD CGS DISK STAMPED--ALPINE 1931--, SET INTO
 OK0619'THE
 OK0619'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN DIAMETER,
 OK0619'RECESSED 14 INCHES (42 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 OK0619'12.192 METERS (40.000 FT) WEST FROM THE CENTERLINE OF CORDER ROAD,
 OK0619'7.010 METERS (22.999 FT) EAST FROM THE EAST ROW OF APPLE TREES IN THE
 OK0619'SOUTH FIELD, 8.230 METERS (27.001 FT) SOUTHEAST FROM THE NORTHEAST
 OK0619'MOST APPLE TREE IN THE SOUTH FIELD, 5.791 METERS (18.999 FT) SOUTH
 OK0619'FROM THE CENTERLINE OF A FIELD ENTRANCE ROAD.
 OK0619' 
 OK0619'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ALPINE NO 1
 OK0619'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 OK0619'(36 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 OK0619'28.042 METERS (92.001 FT) NORTHEAST OF THE NORTHEAST MOST APPLE TREE
 OK0619'IN SOUTH FIELD, 25.908 METERS (85.000 FT) NORTH FROM THE CENTERLINE OF
 OK0619'FIELD ENTRANCE ROAD AND 6.401 METERS (21.001 FT) WEST FROM THE
 OK0619'CENTERLINE OF CORDES ROAD, 4.572 METERS (15.000 FT) EAST FROM THE
 OK0619'SOUTHEAST MOST APPLE TREE IN NORTH FIELD AND 0.61 METER (2.00
 OK0619'FT) HIGHER THAN THE STATION.
 OK0619' 
 OK0619'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--ALPINE NO 3 1931
 OK0619'1966--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 OK0619'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 OK0619'12.192 METERS (40.000 FT) EAST FROM THE EAST ROW OF APPLE TREES
 OK0619'IN SOUTH FIELD, 7.010 METERS (22.999 FT) WEST FROM THE CENTERLINE
 OK0619'OF CORDES ROAD AND 0.823 METERS (2.700 FT) SOUTH FROM A WITNESS POST
 OK0619'AND 0.61 METERS (2.00 FT) HIGHER THAN THE STATION.
 OK0619' 
 OK0619'AZIMUTH MARK NO 2 THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 OK0619'STAMPED--ALPINE 1931 1984--, SET INTO THE TOP OF A 10 INCH ROUND
 OK0619'CONCRETE MONUMENT, FLUSH WITH THE GROUND.  IT IS 38.0 FT (11.6 M)
 OK0619'SOUTH FROM THE CENTERLINE OF 4 MILE (6.4 KM) ROAD, 34.6 FT (10.5 M)
 OK0619'WEST FROM A FENCE LINE AND A UTILITY POLE, 31.5 FT (9.6 M) EAST FROM
 OK0619'THE CENTERLINE OF THE ENTRANCE TO THE ENGLISH HILLS GOLF COURSE AND
 OK0619'1.5 FT (0.5 M) EAST FROM THE EDGE OF CURB BORDERING THIS ENTRANCE.  A
 OK0619'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ALPINE 1931
 OK0619'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF LIGHT ABOVE
 OK0619'STATION WAS 1.5 METERS (4.9 FT).  THE STATION IS LOCATED ABOUT 5 MILES
 OK0619'(8.0 KM) NORTHWEST OF GRAND RAPIDS, AT THE NORTH EDGE OF THE SUBURB OF
 OK0619'WALKER AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 OK0619'JUNCTION OF STATE HIGHWAY 37 AND 4 MILE (6.4 KM) ROAD, AT THE NORTH
 OK0619'EDGE OF WALKER, GO WEST ON 4 MILE (6.4 KM) ROAD FOR 0.5 MILE (0.8 KM)
 OK0619'TO THE INTERSECTION OF CORDES ROAD AND THE STATION ON THE SOUTH SIDE
 OK0619'OF
 OK0619'4 MILE (6.4 KM) ROAD.
 OK0619
 OK0619                          STATION RECOVERY (1984)
 OK0619
 OK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OK0619'STATION IS LOCATED IN QUAD. 430853, IN THE SUBURB OF WALKER, ABOUT
 OK0619'8.05 KM (5.00 MI) NORTH OF GRAND RAPIDS, ABOUT 1/4 MILE SOUTH OF THE
 OK0619'CENTER OF SEC. 35, T 8 N, R 12 W, AND ON PROPERTY OWNED BY ROSS ROY
 OK0619'FARM, NYBLAD ORCHARDS INC. OF KENT CITY, MICHIGAN.
 OK0619'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE ROAD, AT THE
 OK0619'NORTH EDGE OF WALKER, GO WEST ON 4 MILE ROAD FOR 0.80 KM (0.50 MI) TO
 OK0619'THE INTERSECTION OF CORDES ROAD AND THE AZIMUTH MARK NO 1 SET IN THE
 OK0619'SOUTHEAST QUADRANT OF THIS INTERSECTION.  TURN RIGHT AND GO NORTH ON
 OK0619'CORDES ROAD FOR 0.40 KM (0.25 MI) TO THE TOP OF GRADE AND THE STATION
 OK0619'ON LEFT.
 OK0619'STATION IS RECESSED 42 CM BELOW THE GROUND SURFACE, 29.837 M
 OK0619'(97.890 FT) SOUTHWEST FROM ALPINE NO 1 1931, 12.192 M (40.000 FT)
 OK0619'WEST FROM THE CENTER OF CORDES ROAD, 10.318 M (33.852 FT) NORTHWEST
 OK0619'FROM ALPINE 1931 NO 3 1966, 8.230 M (27.001 FT) SOUTHEAST FROM THE
 OK0619'NORTHEAST MOST APPLE TREE IN THE SOUTH FIELD, 7.010 M (22.999 FT)
 OK0619'EAST FROM THE EAST ROW OF APPLE TREES, IN THE SOUTH FIELD AND 5.791 M
 OK0619'(18.999 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE ROAD.
 OK0619'A TRAVERSE CONNECTION WAS MADE TO THE ALPINE 1931 AZ MK 2 1984 USING
 OK0619'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OK0619'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OK0619'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OK0619
 OK0619                          STATION RECOVERY (1990)
 OK0619
 OK0619'RECOVERY NOTE BY US POWER SQUADRON 1990 (DMW)
 OK0619'RECOVERED IN GOOD CONDITION.
 OK0619
 OK0619                          STATION RECOVERY (1998)
 OK0619
 OK0619'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 OK0619'STATION IS LOCATED IN QUAD.  430853, IN THE SUBURB OF WALKER, ABOUT
 OK0619'8.05KMNORTH OF GRAND RAPIDS, ABOUT 1/4 MILE SOUTH OF THE CENTER OF
 OK0619'SECTION.  35, T8N, R12W, AND ON PROPERTY OWNED BY ROSS ROY FARM,
 OK0619'NYBLAD ORCHARDS INC.  OF KENT CITY, MICHIGAN.  TO REACH FROM THE
 OK0619'JUNCTION OF STATE HIGHWAY 37 AND 4 MILE (6.4 KM) ROAD, AT THE NORTH
 OK0619'EDGE OF WALKER, GO WEST ON 4 MILE (6.4 KM) ROAD FOR 0.80 KM (0.50 MI)
 OK0619'TO THE INTERSECTION OF CORDES ROAD AND THE AZIMUTH MARK NO 1 SET IN
 OK0619'THE SOUTHEAST QUADRANT OF THIS INTERSECTION.  TURN RIGHT AND GO NORTH
 OK0619'ON CORDES ROAD FOR 0.4 KM (0.25 MI) TO THE TOP OF GRADE AND THE
 OK0619'STATION OF LEFT.  STATION IS RECESSED 42 CM BELOW THE GROUND SURFACE,
 OK0619'29.837 M (97.890 FT) SOUTHWEST FROM ALPINE NO1 1931, 12.192 M (40.000
 OK0619'FT) WEST FROM THE CENTER OF CORDES ROAD, 10.318 M (33.852 FT)
 OK0619'NORTHWEST FROM ALPINE 1931 N03 1966, 8.32 M (27.30 FT) SOUTHEAST FROM
 OK0619'THE NORTHEAST MOST APPLE TREE IN THE SOUTH FIELD, 7.010 M (22.999 FT)
 OK0619'EAST FROM THE EAST ROW OF APPLE TREES, IN THE SOUTH FIELD AND 5.791 M
 OK0619'(18.999 FT) SOUTH FROM THE CENTER OF A FIELD ENTRANCE ROAD.
 OK0619
 OK0619                          STATION RECOVERY (2001)
 OK0619
 OK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0619'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0619
 OK0619                          STATION RECOVERY (2003)
 OK0619
 OK0619'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 OK0619'WITNESSES TO MARK -
 OK0619'S 1/4 COR. SEC. 35,T8N, R12W S01D27M41SE 1247.10' (380.12 M)
 OK0619'NW COR. GARAGE (HSE. 3784) EAST 114.2' (34.8 M)
 OK0619'FIRE HYDRANT SSE 57.5' (17.5 M)
 OK0619'SW COR. HSE. 3784 ESE 132.0' (40.2 M)
 OK0619'NW COR. HSE. 3784 NE 153.0' (46.6 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0704 ***********************************************************************
 OK0704  DESIGNATION -  ALPINE AZ MK 2
 OK0704  PID         -  OK0704
 OK0704  STATE/COUNTY-  MI/KENT
 OK0704  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0704
 OK0704                         *CURRENT SURVEY CONTROL
 OK0704  ___________________________________________________________________
 OK0704* NAD 83(1994)-  43 01 44.69004(N)    085 41 57.09405(W)     ADJUSTED  
 OK0704* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 OK0704  ___________________________________________________________________
 OK0704  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 OK0704  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0704
 OK0704  HORZ ORDER  -  THIRD
 OK0704
 OK0704.The horizontal coordinates were established by classical geodetic methods
 OK0704.and adjusted by the National Geodetic Survey in February 1997..
 OK0704
 OK0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0704
 OK0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0704
 OK0704.The geoid height was determined by GEOID03.
 OK0704
 OK0704;                    North         East     Units Scale Factor Converg.
 OK0704;SPC MI S     -   170,706.260 3,891,410.091   MT  0.99991003   -0 54 24.6
 OK0704;SPC MI S     -   560,059.91 12,767,093.47   iFT  0.99991003   -0 54 24.6
 OK0704;UTM  16      - 4,764,865.130   605,977.278   MT  0.99973816   +0 53 15.8
 OK0704
 OK0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0704!SPC MI S     -   0.99996651  x   0.99991003  =   0.99987654
 OK0704!UTM  16      -   0.99996651  x   0.99973816  =   0.99970468
 OK0704
 OK0704                          SUPERSEDED SURVEY CONTROL
 OK0704
 OK0704  NAD 83(1986)-  43 01 44.69056(N)    085 41 57.10660(W) AD(       ) 3
 OK0704  NGVD 29 (04/09/92)  247.3    (m)          811.     (f) VERT ANG       
 OK0704
 OK0704.Superseded values are not recommended for survey control.
 OK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0704.See file dsdata.txt to determine how the superseded data were derived.
 OK0704
 OK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0597764865(NAD 83)
 OK0704_MARKER: DZ = AZIMUTH MARK DISK
 OK0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0704_SP_SET: CONCRETE POST
 OK0704_STAMPING: ALPINE 1931 1984
 OK0704_MARK LOGO: NGS   
 OK0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0704+STABILITY: SURFACE MOTION
 OK0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0704+SATELLITE: SATELLITE OBSERVATIONS - 1984
 OK0704
 OK0704  HISTORY     - Date     Condition        Report By
 OK0704  HISTORY     - 1984     MONUMENTED       NGS
 OK0704  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0704
 OK0704                          STATION DESCRIPTION
 OK0704
 OK0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OK0704'ALPINE 1931 AZ MK 2 LOCATED IN QUAD. 430853, ABOUT 8.05 KM (5.00 MI)
 OK0704'NORTHWEST OF GRAND RAPIDS, IN THE SUBURB OF WALKER ON HIGHWAY
 OK0704'RIGHT-OF-WAY PROPERTY.
 OK0704'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37 AND 4 MILE ROAD, AT THE
 OK0704'NORTH EDGE OF WALKER, GO WEST ON 4 MILE ROAD FOR 0.80 KM (0.50 MI) TO
 OK0704'THE INTERSECTION OF CORDES ROAD AND THE AZIMUTH MARK SET IN THE
 OK0704'SOUTHEAST QUADRANT OF THIS INTERSECTION.
 OK0704'AZIMUTH MARK 2 IS FLUSH WITH GROUND, 11.582 M (37.999 FT) SOUTH FROM
 OK0704'THE CENTER OF 4 MILE ROAD, 10.546 M (34.600 FT) WEST FROM A FENCE
 OK0704'LINE AND UTILITY POLE, 9.601 M (31.499 FT) EAST FROM THE CENTER OF
 OK0704'THE ENTRANCE TO ENGLISH HILL GOLF COURSE AND 0.457 M (1.499 FT) EAST
 OK0704'FROM THE EDGE OF CURB BORDERING ENTRANCE ROAD.
 OK0704'A TRAVERSE CONNECTION WAS MADE TO STATION ALPINE 1931 USING ELECTRONIC
 OK0704'DISTANCE MEASURING EQUIPMENT.
 OK0704'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OK0704
 OK0704                          STATION RECOVERY (2001)
 OK0704
 OK0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0704'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0402 ***********************************************************************
 OK0402  DESIGNATION -  ALPINE RM 2
 OK0402  PID         -  OK0402
 OK0402  STATE/COUNTY-  MI/KENT
 OK0402  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0402
 OK0402                         *CURRENT SURVEY CONTROL
 OK0402  ___________________________________________________________________
 OK0402* NAD 83(1986)-  43 01 45.     (N)    085 41 30.     (W)     SCALED    
 OK0402* NAVD 88     -       236.082  (meters)     774.55   (feet)  ADJUSTED  
 OK0402  ___________________________________________________________________
 OK0402  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0402  DYNAMIC HT  -         236.023 (meters)     774.35  (feet)  COMP
 OK0402  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 OK0402
 OK0402  VERT ORDER  -  SECOND    CLASS 0
 OK0402
 OK0402.The horizontal coordinates were scaled from a topographic map and have
 OK0402.an estimated accuracy of +/- 6 seconds.
 OK0402
 OK0402.The orthometric height was determined by differential leveling
 OK0402.and adjusted by the National Geodetic Survey in June 1991..
 OK0402
 OK0402.The geoid height was determined by GEOID03.
 OK0402
 OK0402.The dynamic height is computed by dividing the NAVD 88
 OK0402.geopotential number by the normal gravity value computed on the
 OK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0402.degrees latitude (g = 980.6199 gals.).
 OK0402
 OK0402.The modeled gravity was interpolated from observed gravity values.
 OK0402
 OK0402;                    North         East    Units  Estimated Accuracy
 OK0402;SPC MI S     -   170,710.    3,892,020.      MT  (+/- 180 meters Scaled)
 OK0402
 OK0402                          SUPERSEDED SURVEY CONTROL
 OK0402
 OK0402  NGVD 29 (??/??/92)  236.218  (m)          774.99   (f) ADJ UNCH    2 0
 OK0402
 OK0402.Superseded values are not recommended for survey control.
 OK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0402.See file dsdata.txt to determine how the superseded data were derived.
 OK0402
 OK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN065648(NAD 83)
 OK0402_MARKER: DR = REFERENCE MARK DISK
 OK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0402_STAMPING: ALPINE NO 2 1931
 OK0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0402+STABILITY: SURFACE MOTION
 OK0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0402+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OK0402
 OK0402  HISTORY     - Date     Condition        Report By
 OK0402  HISTORY     - 1931     MONUMENTED       CGS
 OK0402  HISTORY     - 1941     GOOD             NGS
 OK0402  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0402  HISTORY     - 1984     GOOD             USPSQD
 OK0402  HISTORY     - 19970315 GOOD             USPSQD
 OK0402  HISTORY     - 20031004 GOOD             JCLS
 OK0402
 OK0402                          STATION DESCRIPTION
 OK0402
 OK0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 OK0402'1.6 MI NW FROM COMSTOCK PARK.
 OK0402'1.6 MILES NORTHWEST ALONG THE WALKER ROAD TO MARNE FROM THE
 OK0402'PENNSYLVANIA RAILROAD STATION AT COMSTOCK PARK, KENT COUNTY, 300
 OK0402'YARDS WEST OF A CONCRETE HIGHWAY, 30 FEET SOUTH OF THE
 OK0402'CENTERLINE OF A GRAVEL ROAD, 24 YARDS SOUTHWEST OF A 30-INCH
 OK0402'WHITE OAK TREE, 24 YARDS EAST OF A 26-INCH ELM TREE, 10 FEET
 OK0402'EAST OF AN 18-INCH WALNUT TREE, AND 4 INCHES HIGHER THAN THE
 OK0402'ROAD.  A STANDARD REFERENCE-MARK DISK, STAMPED ALPINE NO. 2 1931
 OK0402'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 OK0402'ABOVE GROUND.
 OK0402
 OK0402                          STATION RECOVERY (1984)
 OK0402
 OK0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0402'MARK NOT FOUND.
 OK0402
 OK0402                          STATION RECOVERY (1984)
 OK0402
 OK0402'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0402'LOCATED: NORTHEAST CORNER OF SOUTHEAST 1/4 OF SOUTHWEST 1/4 SEC. 35
 OK0402'T. 8 N. R. 12 WEST ALPINE TWP., MICH. BENCH MARK IS 1/2 MILE WEST OF
 OK0402'ALPINE AVE. ON FOUR MILE ROAD, THENCE 1300 FEET NORTH ON WEST SIDE OF
 OK0402'CORDES AVE., NEAR TOP OF HILL, ACROSS ROAD FROM BRICK HOUSE NO. 3784,
 OK0402'FORTY FOUR FEET SOUTHWEST AND ACROSS ROAD INTERSECTION OF ROAD
 OK0402'SHOULDER AND CENTER LINE OF DRIVEWAY TO HOUSE, 80 FEET NORTHWEST AND
 OK0402'ACROSS ROAD FROM POWER POLE WITH TRANSFORMER, 23 1/2 FEET WEST OF
 OK0402'CENTERLINE OF CORDES AVE., 40 FEET SOUTH OF GRAVEL DRIVE INTO
 OK0402'ORCHARD, 2 FEET SOUTH OF STEEL POST.
 OK0402
 OK0402                          STATION RECOVERY (1997)
 OK0402
 OK0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0402'RECOVERED IN GOOD CONDITION.
 OK0402
 OK0402                          STATION RECOVERY (2003)
 OK0402
 OK0402'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1419 ***********************************************************************
 RJ1419  DESIGNATION -  AMC 54
 RJ1419  PID         -  RJ1419
 RJ1419  STATE/COUNTY-  MI/CHIPPEWA
 RJ1419  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1419
 RJ1419                         *CURRENT SURVEY CONTROL
 RJ1419  ___________________________________________________________________
 RJ1419* NAD 83(1994)-  46 22 50.59079(N)    084 13 37.95262(W)     ADJUSTED  
 RJ1419* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 RJ1419  ___________________________________________________________________
 RJ1419  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 RJ1419  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ1419
 RJ1419  HORZ ORDER  -  THIRD
 RJ1419
 RJ1419.The horizontal coordinates were established by classical geodetic methods
 RJ1419.and adjusted by the National Geodetic Survey in February 1997..
 RJ1419
 RJ1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1419
 RJ1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1419
 RJ1419.The geoid height was determined by GEOID03.
 RJ1419
 RJ1419;                    North         East     Units Scale Factor Converg.
 RJ1419;SPC MI N     -   181,270.201 8,213,247.690   MT  0.99990422   +2 00 14.9
 RJ1419;SPC MI N     -   594,718.51 26,946,350.69   iFT  0.99990422   +2 00 14.9
 RJ1419;UTM  16      - 5,140,085.982   713,222.376   MT  1.00015889   +2 00 29.1
 RJ1419
 RJ1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1419!SPC MI N     -   0.99997764  x   0.99990422  =   0.99988186
 RJ1419!UTM  16      -   0.99997764  x   1.00015889  =   1.00013652
 RJ1419
 RJ1419                          SUPERSEDED SURVEY CONTROL
 RJ1419
 RJ1419  NAD 83(1986)-  46 22 50.58567(N)    084 13 37.96264(W) AD(       ) 3
 RJ1419  NGVD 29 (02/08/93)  179.3    (m)          588.     (f) VERT ANG       
 RJ1419
 RJ1419.Superseded values are not recommended for survey control.
 RJ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1419.See file dsdata.txt to determine how the superseded data were derived.
 RJ1419
 RJ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1322240086(NAD 83)
 RJ1419_MARKER: Z = SEE DESCRIPTION
 RJ1419_SETTING: 0 = UNSPECIFIED SETTING
 RJ1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1419
 RJ1419  HISTORY     - Date     Condition        Report By
 RJ1419  HISTORY     - 1987     MONUMENTED       NOS
 RJ1419  HISTORY     - 19940719 GOOD             USPSQD
 RJ1419
 RJ1419                          STATION DESCRIPTION
 RJ1419
 RJ1419'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1419'THE STATION IS LOCATED ON A CONCRETE CAISSON WHICH SUPPORTS
 RJ1419'THE WEST NEEBISH CHANNEL LT 54 APPROXIMATELY 7.5 NAUTICAL MILES
 RJ1419'SOUTHEAST OF THE FERRY LANDING TO SUGAR ISLAND ON THE ST MARYS
 RJ1419'RIVER.
 RJ1419'
 RJ1419'THE STATION CAN ONLY BE REACHED BY BOAT.
 RJ1419'
 RJ1419'THE STATION IS THE CENTER OF A CHISLED PUNCH MARK ON A 13 INCH
 RJ1419'PLATFORM WHICH IS ON THE CONCRETE CAISSON WHICH SUPPORTS THE
 RJ1419'WEST NEEBISH CHANNEL LT 54.  A ORANGE TRIANGLE WAS PAINTED AROUND
 RJ1419'THE PUNCH MARK AT THE TIME OF THE SURVAY.
 RJ1419'
 RJ1419'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1419'
 RJ1419'DESCRIBED BY R DECROIX.
 RJ1419
 RJ1419                          STATION RECOVERY (1994)
 RJ1419
 RJ1419'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1431 ***********************************************************************
 RJ1431  DESIGNATION -  AMC 61
 RJ1431  PID         -  RJ1431
 RJ1431  STATE/COUNTY-  MI/CHIPPEWA
 RJ1431  USGS QUAD   -  OAK RIDGE (1976)
 RJ1431
 RJ1431                         *CURRENT SURVEY CONTROL
 RJ1431  ___________________________________________________________________
 RJ1431* NAD 83(1994)-  46 19 57.62114(N)    084 11 03.02516(W)     ADJUSTED  
 RJ1431* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 RJ1431  ___________________________________________________________________
 RJ1431  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 RJ1431  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1431
 RJ1431  HORZ ORDER  -  THIRD
 RJ1431
 RJ1431.The horizontal coordinates were established by classical geodetic methods
 RJ1431.and adjusted by the National Geodetic Survey in February 1997..
 RJ1431
 RJ1431.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1431
 RJ1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1431
 RJ1431.The geoid height was determined by GEOID03.
 RJ1431
 RJ1431;                    North         East     Units Scale Factor Converg.
 RJ1431;SPC MI N     -   176,049.917 8,216,745.701   MT  0.99990318   +2 02 06.9
 RJ1431;SPC MI N     -   577,591.59 26,957,827.10   iFT  0.99990318   +2 02 06.9
 RJ1431;UTM  16      - 5,134,864.512   716,721.601   MT  1.00017739   +2 02 15.5
 RJ1431
 RJ1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1431!SPC MI N     -   0.99997780  x   0.99990318  =   0.99988098
 RJ1431!UTM  16      -   0.99997780  x   1.00017739  =   1.00015518
 RJ1431
 RJ1431                          SUPERSEDED SURVEY CONTROL
 RJ1431
 RJ1431  NAD 83(1986)-  46 19 57.61348(N)    084 11 03.02638(W) AD(       ) 3
 RJ1431  NGVD 29 (02/08/93)  178.2    (m)          585.     (f) VERT ANG       
 RJ1431
 RJ1431.Superseded values are not recommended for survey control.
 RJ1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1431.See file dsdata.txt to determine how the superseded data were derived.
 RJ1431
 RJ1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1672234865(NAD 83)
 RJ1431_MARKER: Z = SEE DESCRIPTION
 RJ1431_SETTING: 0 = UNSPECIFIED SETTING
 RJ1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1431
 RJ1431  HISTORY     - Date     Condition        Report By
 RJ1431  HISTORY     - 1987     MONUMENTED       NOS
 RJ1431  HISTORY     - 19940719 GOOD             USPSQD
 RJ1431
 RJ1431                          STATION DESCRIPTION
 RJ1431
 RJ1431'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1431'THE STATION IS LOCATED ON THE ST MARYS RIVER ON THE MIDDLE
 RJ1431'NEEBISH CHANNEL UPBOUND ON THE CONCRETE PLATFORM WHICH
 RJ1431'SUPPORTS THE MIDDLE NEEBISH LT 61.
 RJ1431'
 RJ1431'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14883.
 RJ1431'
 RJ1431'THE STATION IS A CHISLED X IN THE SOUTHEAST CORNER OF THE
 RJ1431'CONCRETE PLATFORM WHICH SUPPORTS LIGHT 61.  A TRIANGLE IS
 RJ1431'CHISLED AROUND THE STATION AND WAS PAINTED UNIVERSAL ORANGE
 RJ1431'AT THE TIME OF THE SURVEY.
 RJ1431'
 RJ1431'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1431'
 RJ1431'DESCRIBED BY R DECROIX.
 RJ1431
 RJ1431                          STATION RECOVERY (1994)
 RJ1431
 RJ1431'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0172 ***********************************************************************
 NE0172  DESIGNATION -  AMHERST USLS
 NE0172  PID         -  NE0172
 NE0172  STATE/COUNTY-  MI/MACOMB
 NE0172  USGS QUAD   -  MT CLEMENS WEST (1980)
 NE0172
 NE0172                         *CURRENT SURVEY CONTROL
 NE0172  ___________________________________________________________________
 NE0172* NAD 83(1986)-  42 30 34.     (N)    082 52 52.     (W)     SCALED    
 NE0172* NAVD 88     -       176.508  (meters)     579.09   (feet)  ADJUSTED  
 NE0172  ___________________________________________________________________
 NE0172  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NE0172  DYNAMIC HT  -         176.458 (meters)     578.93  (feet)  COMP
 NE0172  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NE0172
 NE0172  VERT ORDER  -  FIRST     CLASS 0
 NE0172
 NE0172.The horizontal coordinates were scaled from a topographic map and have
 NE0172.an estimated accuracy of +/- 6 seconds.
 NE0172
 NE0172.The orthometric height was determined by differential leveling
 NE0172.and adjusted by the National Geodetic Survey in June 1991..
 NE0172
 NE0172.The geoid height was determined by GEOID03.
 NE0172
 NE0172.The dynamic height is computed by dividing the NAVD 88
 NE0172.geopotential number by the normal gravity value computed on the
 NE0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0172.degrees latitude (g = 980.6199 gals.).
 NE0172
 NE0172.The modeled gravity was interpolated from observed gravity values.
 NE0172
 NE0172;                    North         East    Units  Estimated Accuracy
 NE0172;SPC MI S     -   113,200.    4,122,080.      MT  (+/- 180 meters Scaled)
 NE0172
 NE0172                          SUPERSEDED SURVEY CONTROL
 NE0172
 NE0172  NGVD 29 (??/??/92)  176.645  (m)          579.54   (f) ADJ UNCH    1 0
 NE0172
 NE0172.Superseded values are not recommended for survey control.
 NE0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0172.See file dsdata.txt to determine how the superseded data were derived.
 NE0172
 NE0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH454080(NAD 83)
 NE0172_MARKER: Z = SEE DESCRIPTION
 NE0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0172_SP_SET: STEEL ROD
 NE0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0172
 NE0172  HISTORY     - Date     Condition        Report By
 NE0172  HISTORY     - 1970     MONUMENTED       USLS
 NE0172  HISTORY     - 1970     GOOD             USLS
 NE0172  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0172  HISTORY     - 19940417 GOOD             USPSQD
 NE0172  HISTORY     - 19990628 GOOD             USPSQD
 NE0172
 NE0172                          STATION DESCRIPTION
 NE0172
 NE0172'DESCRIBED BY US LAKE SURVEY 1970
 NE0172'AT ST CLAIR SHORES.
 NE0172'AMHERST IS AT ST. CLAIR SHORES, ABOUT 0.9 MILES SOUTHWEST OF
 NE0172'INTERSECTION OF JEFFERSON AVENUE (M-29) AND THIRTEEN MILE ROAD, 116
 NE0172'FEET SOUTHWEST OF CENTERLINE OF AMHERST STREET, 31 FEET WESTERLY
 NE0172'OF CENTERLINE OF JEFFERSON AVENUE, 4.3 FEET WESTERLY OF A
 NE0172'UTILITY POLE, 3.2 FEET EASTERLY OF EAST EDGE OF SIDEWALK, 1 FOOT
 NE0172'BELOW GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8
 NE0172'INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET LONG.  NOTE-- BM
 NE0172'1970.
 NE0172
 NE0172                          STATION RECOVERY (1980)
 NE0172
 NE0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0172'NOT RECOVERED
 NE0172
 NE0172                          STATION RECOVERY (1994)
 NE0172
 NE0172'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0172'RECOVERED IN GOOD CONDITION.
 NE0172
 NE0172                          STATION RECOVERY (1999)
 NE0172
 NE0172'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0517 ***********************************************************************
 OL0517  DESIGNATION -  ANDERSON
 OL0517  PID         -  OL0517
 OL0517  STATE/COUNTY-  MI/OCEANA
 OL0517  USGS QUAD   -  
 OL0517
 OL0517                         *CURRENT SURVEY CONTROL
 OL0517  ___________________________________________________________________
 OL0517* NAD 83(1994)-  43 40 59.98879(N)    086 26 58.81650(W)     ADJUSTED  
 OL0517* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 OL0517  ___________________________________________________________________
 OL0517  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 OL0517  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OL0517
 OL0517  HORZ ORDER  -  FIRST
 OL0517
 OL0517.The horizontal coordinates were established by classical geodetic methods
 OL0517.and adjusted by the National Geodetic Survey in February 1997..
 OL0517
 OL0517.The orthometric height was scaled from a topographic map.
 OL0517
 OL0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0517
 OL0517.The geoid height was determined by GEOID03.
 OL0517
 OL0517;                    North         East     Units Scale Factor Converg.
 OL0517;SPC MI S     -   244,607.511 3,832,060.561   MT  1.00000402   -1 25 03.2
 OL0517;SPC MI S     -   802,518.08 12,572,377.17   iFT  1.00000402   -1 25 03.2
 OL0517;SPC MI C     -    42,903.422 5,832,037.041   MT  1.00015198   -1 28 17.2
 OL0517;SPC MI C     -   140,759.26 19,133,979.79   iFT  1.00015198   -1 28 17.2
 OL0517;UTM  16      - 4,836,849.134   544,356.146   MT  0.99962420   +0 22 48.4
 OL0517
 OL0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0517!SPC MI S     -   0.99996707  x   1.00000402  =   0.99997109
 OL0517!SPC MI C     -   0.99996707  x   1.00015198  =   1.00011904
 OL0517!UTM  16      -   0.99996707  x   0.99962420  =   0.99959128
 OL0517
 OL0517|---------------------------------------------------------------------|
 OL0517| PID    Reference Object                     Distance      Geod. Az  |
 OL0517|                                                           dddmmss.s |
 OL0517| CH0737 ANDERSON RM 1                                      02459     |
 OL0517| OL0510 CATHOLIC CH SPIRE NNE OF HART       APPROX.11.4 KM 0520505.7 |
 OL0517| CH0738 ANDERSON RM 2                                      26515     |
 OL0517| CH0736 ANDERSON AZ MK                                     2655422.2 |
 OL0517|---------------------------------------------------------------------|
 OL0517
 OL0517                          SUPERSEDED SURVEY CONTROL
 OL0517
 OL0517  NAD 83(1986)-  43 40 59.99215(N)    086 26 58.82508(W) AD(       ) 1
 OL0517  NAD 27      -  43 40 59.96835(N)    086 26 58.54000(W) AD(       ) 1
 OL0517
 OL0517.Superseded values are not recommended for survey control.
 OL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0517.See file dsdata.txt to determine how the superseded data were derived.
 OL0517
 OL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4435636849(NAD 83)
 OL0517_MARKER: DS = TRIANGULATION STATION DISK
 OL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0517_STAMPING: ANDERSON 1932
 OL0517_MARK LOGO: CGS   
 OL0517_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0517+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0517
 OL0517  HISTORY     - Date     Condition        Report By
 OL0517  HISTORY     - 1932     MONUMENTED       CGS
 OL0517  HISTORY     - 1932     GOOD             CGS
 OL0517  HISTORY     - 1965     GOOD             USLS
 OL0517  HISTORY     - 1968     GOOD             MIDH
 OL0517  HISTORY     - 1980     GOOD             MIDH
 OL0517  HISTORY     - 19910513 GOOD             NOS
 OL0517  HISTORY     - 20010928 GOOD             USPSQD
 OL0517  HISTORY     - 20051014 GOOD             USPSQD
 OL0517
 OL0517                          STATION DESCRIPTION
 OL0517
 OL0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0517'FIVE MILES SOUTHWEST OF HART, 1.5 MILES WEST OF VILLAGE OF MEARS, IN
 OL0517'SEC. 22, T. 15 N., R. 18 W., ON LAND OWNED AND OCCUPIED BY
 OL0517'WILLIAM ANDERSON, ON HIGH POINT OF GROUND IN SOUTHEAST CORNER OF
 OL0517'PASTURE, IN GROVE OF MAPLE TREES,
 OL0517'45 FEET NORTHWEST OF SOUTHEAST PASTURE FENCE
 OL0517'CORNER, 8 FEET NORTH OF SOUTH PASTURE FENCE LINE, 25
 OL0517'FEET SOUTHWEST OF TRIANGULAR
 OL0517'BLAZE ON 24-INCH MAPLE TREE, AND 37 FEET SOUTHEAST OF TRIANGULAR
 OL0517'BLAZE ON 15-INCH MAPLE TREE.
 OL0517'TO REACH FROM HART, FOLLOW GRAVEL ROAD WEST AND SOUTH 4 MILES TO
 OL0517'MEARS, PROCEED WEST 1.4 MILES
 OL0517'ON STATE PARK ROAD TO ANDERSONS HOUSE ON NORTH
 OL0517'SIDE OF ROAD (LARGE WHITE HOUSE JUST WEST OF OLD
 OL0517'BLUE HOUSE), FOLLOW FARM ROAD BETWEEN
 OL0517'HOUSE AND BARN, CONTINUE NORTHWEST THROUGH ORCHARD 300 YARDS TO
 OL0517'PASTURE AND STATION
 OL0517'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 OL0517'CONCRETE.
 OL0517'UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH
 OL0517'MARKS ARE STANDARD REFERENCE DISKS IN
 OL0517'CONCRETE.  REFERENCE MARK 1 PROJECTS 6 INCHES,
 OL0517'IS 85 FEET SOUTH OF NORTH PASTURE FENCE, 22 FEET
 OL0517'SOUTHEAST OF 18-INCH MAPLE, 1 FOOT
 OL0517'WEST OF EAST PASTURE FENCE, AND 98.79 FEET FROM STATION BEARING
 OL0517'N 24 DEG 59 MIN E.  REFERENCE MARK NO. 2 PROJECTS 6
 OL0517'INCHES, IS 1 FOOT NORTH OF SOUTH PASTURE FENCE, 54 FEET SOUTHWEST OF
 OL0517'24-INCH MAPLE TREE, AND 82.85 FEET
 OL0517'FROM STATION BEARING S 85 DEG 15 MIN W.  AZIMUTH MARK
 OL0517'PROJECTS 4 INCHES, IS ON RIDGE ABOUT 200
 OL0517'YARDS NORTH OF STATE PARK ROAD, 1 FOOT EAST OF
 OL0517'WEST PASTURE FENCE, 144 FEET NORTH OF DOUBLE MAPLE GROWING
 OL0517'NEAR SMALL CEDAR TREE, AND 0.2
 OL0517'MILE FROM STATION BEARING S 85 DEG 54 MIN W.
 OL0517
 OL0517                          STATION RECOVERY (1932)
 OL0517
 OL0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0517'RECOVERED IN GOOD CONDITION.
 OL0517
 OL0517                          STATION RECOVERY (1965)
 OL0517
 OL0517'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0517'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OL0517'
 OL0517'THE STATION IS 31 FEET E OF 30 INCH TREE, 24.4 FEET SW OF 30 INCH
 OL0517'MAPLE TREE, SURFACE MARK
 OL0517'BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE
 OL0517'CONCRETE MONUMENT ABOUT FLUSH
 OL0517'WITH THE GROUND SURFACE, SUB-SURFACE
 OL0517'MARK BEING A STANDARD BRONZE DISC SET IN A
 OL0517'CONCRETE BLOCK ABOUT 3 FEET
 OL0517'BELOW THE GROUND SURFACE.  TO REACH FROM HART FOLLOW BLACK
 OL0517'TOP ROAD W AND S
 OL0517'4 MILES TO MEARS, PROCEED WEST 1.4 MILE ON STATE PARK ROAD TO
 OL0517'PAUL M. WIENER FARMHOUSE
 OL0517'ON N SIDE WITH LARGE WHITE BARN JUST
 OL0517'W OF HOUSE, FOLLOW FARM DRIVEWAY N BETWEEN
 OL0517'HOUSE AND BARN TO MOST
 OL0517'NORTHERLY FARM BUILDING, THEN WALK W 0.15 MILE TO SOUTHERLY
 OL0517'SIDE OF GROVE OF
 OL0517'MAPLE TREES AND VICINITY OF STATION.
 OL0517'
 OL0517'REFERENCE MARK NO. 1 IS 98.9 FEET NNE OF STATION, 77 FEET NNE OF 30
 OL0517'INCH MAPLE TREE, 21 FEET SE OF
 OL0517'28 INCH MAPLE TREE, 21 FEET SE OF 28 INCH MAPLE TREE, 2 FEET E OF N-S
 OL0517'FENCE LINE, BEING A STANDARD BRONZE
 OL0517'DISC SET IN TOP OF 10 INCH SQUARE CONCRETE
 OL0517'MONUMENT ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 OL0517'
 OL0517'REFERENCE MARK NO 2 IS 83 FEET W OF STATION, 53.5 FEET WSW OF 30 INCH
 OL0517'MAPLE TREE, 53 FEET SSW OF
 OL0517'17 INCH MAPLE TREE, BEING A STANDARD BRONZE DISC SET IN THE TOP OF 10
 OL0517'INCH SQUARE CONCRETE MONUMENT ABOUT
 OL0517'FLUSH WITH THE GROUND SURFACE.
 OL0517'
 OL0517'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  IT IS ON A
 OL0517'RIDGE 0.2 MILE
 OL0517'WEST OF STATION, ABOUT 600 FEET NORTH OF CENTERLINE OF STATE
 OL0517'PARK ROAD, 144 FEET NORTH OF TWIN
 OL0517'MAPLE TREE NEAR A PINE TREE, ONE FOOT E
 OL0517'OF N-S FENCE, BEING A STANDARD BRONZE DISC SET IN
 OL0517'TOP OF 10 INCH SQUARE
 OL0517'CONCRETE MONUMENT 3 INCHES ABOVE THE GROUND.
 OL0517
 OL0517                          STATION RECOVERY (1968)
 OL0517
 OL0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1968 (LNE)
 OL0517'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 OL0517'GOOD CONDITION AS
 OL0517'REPORTED BY MR. LEO N. EBERT, MICHIGAN STATE HIGHWAY
 OL0517'DEPARTMENT.
 OL0517'
 OL0517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST
 OL0517'OF HART, 1.5 MILES WEST OF THE
 OL0517'VILLAGE OF MEARS, AND IN SEC. 22, T 15 N, R 18 W.
 OL0517
 OL0517                          STATION RECOVERY (1980)
 OL0517
 OL0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0517'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 OL0517'GOOD CONDITION.
 OL0517'
 OL0517'THE STATION AND REFERENCE MARK 2 ARE IN DANGER OF BEING DESTROYED DUE
 OL0517'TO ORCHARD CULTIVATION.  A METAL WITNESS POST WAS PLACED NEAR THE
 OL0517'STATION MONUMENT.
 OL0517'
 OL0517'OWNER OF LAND IS ONE DONALD WIENER.
 OL0517
 OL0517                          STATION RECOVERY (1991)
 OL0517
 OL0517'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 OL0517'STATION RECOVERED BY ITS PLOTTED POSITION.  IT IS UNDERNEATH THE EDGE
 OL0517'OF A TALL TREE, AND ABOUT 100 DEGREES OF THE HORIZON IS BLOCKED FOR
 OL0517'GPS.  NO MEASUREMENTS WERE MADE.
 OL0517'DESCRIBED BY PBW.
 OL0517
 OL0517                          STATION RECOVERY (2001)
 OL0517
 OL0517'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0517'STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND
 OL0517'UPROOTED WITH DISK STILL IN IT.  REFERENCE MARK 2 AND AZIMUTH MARK WAS
 OL0517'NOT FOUND.
 OL0517
 OL0517                          STATION RECOVERY (2005)
 OL0517
 OL0517'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1787 ***********************************************************************
 NF1787  DESIGNATION -  ANDREWS
 NF1787  PID         -  NF1787
 NF1787  STATE/COUNTY-  MI/CALHOUN
 NF1787  USGS QUAD   -  BATTLE CREEK (1985)
 NF1787
 NF1787                         *CURRENT SURVEY CONTROL
 NF1787  ___________________________________________________________________
 NF1787* NAD 83(1994)-  42 17 46.61078(N)    085 14 18.53463(W)     ADJUSTED  
 NF1787* NAVD 88     -       280.3    (meters)     920.     (feet)  VERTCON   
 NF1787  ___________________________________________________________________
 NF1787  X           -     392,223.475 (meters)                     COMP
 NF1787  Y           -  -4,708,790.483 (meters)                     COMP
 NF1787  Z           -   4,270,169.662 (meters)                     COMP
 NF1787  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 NF1787  ELLIP HEIGHT-         246.93  (meters)          (07/17/02) GPS OBS
 NF1787  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF1787
 NF1787  HORZ ORDER  -  FIRST
 NF1787  ELLP ORDER  -  FOURTH    CLASS I
 NF1787
 NF1787.The horizontal coordinates were established by GPS observations
 NF1787.and adjusted by the National Geodetic Survey in February 1997..
 NF1787
 NF1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1787
 NF1787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1787
 NF1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1787
 NF1787.The ellipsoidal height was determined by GPS observations
 NF1787.and is referenced to NAD 83.
 NF1787
 NF1787.The geoid height was determined by GEOID03.
 NF1787
 NF1787;                    North         East     Units Scale Factor Converg.
 NF1787;SPC MI S     -    88,821.626 3,928,109.691   MT  0.99995931   -0 35 35.9
 NF1787;SPC MI S     -   291,409.53 12,887,498.99   iFT  0.99995931   -0 35 35.9
 NF1787;UTM  16      - 4,684,175.207   645,208.256   MT  0.99985944   +1 11 08.3
 NF1787
 NF1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1787!SPC MI S     -   0.99996127  x   0.99995931  =   0.99992059
 NF1787!UTM  16      -   0.99996127  x   0.99985944  =   0.99982072
 NF1787
 NF1787                          SUPERSEDED SURVEY CONTROL
 NF1787
 NF1787  ELLIP H (02/03/97)  246.94   (m)                       GP(       ) 4 1
 NF1787  NAD 83(1986)-  42 17 46.61086(N)    085 14 18.54863(W) AD(       ) 1
 NF1787  NGVD 29 (09/14/93)  280.4    (m)          920.     (f) GPS OBS        
 NF1787
 NF1787.Superseded values are not recommended for survey control.
 NF1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1787.See file dsdata.txt to determine how the superseded data were derived.
 NF1787
 NF1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4520884175(NAD 83)
 NF1787_MARKER: I = METAL ROD
 NF1787_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1787_SP_SET: STAINLESS STEEL ROD
 NF1787_STAMPING: ANDREWS 1992
 NF1787_MARK LOGO: HOLDEN
 NF1787_PROJECTION: FLUSH
 NF1787_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1787+STABILITY: POSITION/ELEVATION WELL
 NF1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1787+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NF1787_ROD/PIPE-DEPTH: 7.3  meters
 NF1787
 NF1787  HISTORY     - Date     Condition        Report By
 NF1787  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1787  HISTORY     - 20011128 GOOD             NGS
 NF1787  HISTORY     - 20031018 POOR             USPSQD
 NF1787
 NF1787                          STATION DESCRIPTION
 NF1787
 NF1787'DESCRIBED BY HOLDEN GPS 1992
 NF1787'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE I-94 INTERCHANGE WITH
 NF1787'HELMER ROAD AND 3 1/2 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1787'M-66, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1787'BATTLE CREEK IN THE SE 1/4 OF SECTION 16 T2S,R8W, BATTLE CREEK
 NF1787'TOWNSHIP.
 NF1787'TO REACH FROM THE I-94 INTERCHANGE WITH HELMER ROAD, GO NORTH ON
 NF1787'HELMER ROAD 2.1 MI (3.4 KM) TO THE STATION ON THE LEFT.
 NF1787'STATION IS 1.0 FT (0.3 M) WEST OF THE CURB, 12 FT (3.7 M) NORTH FROM A
 NF1787'FIRE HYDRANT, 21 FT (6.4 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF1787'PARKING LOT FOR ANDREWS TOOL AND EQUIPMENT RENTAL, AND 400 FT
 NF1787'(121.9 M) SOUTH FROM THE CENTER OF COLUMBIA AVENUE.
 NF1787'STATION IS GROUND VISIBLE WITH STATION AIRPORT 1048 M (3438.3 FT) TO
 NF1787'THE NORTH.
 NF1787
 NF1787                          STATION RECOVERY (2001)
 NF1787
 NF1787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1787'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1787
 NF1787                          STATION RECOVERY (2003)
 NF1787
 NF1787'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1787'DUE TO RECENT ROAD WIDING, NOW 3' EAST OF A LIGHT POLE, 12' NORTH OF A
 NF1787'FIRE HYDRANT, WITH TOP ABOUT 1' ABOVE CURRENT GROUND LEVEL.  TOP IS
 NF1787'LOOSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1156 ***********************************************************************
 RJ1156  DESIGNATION -  ANDRUS
 RJ1156  PID         -  RJ1156
 RJ1156  STATE/COUNTY-  MI/CHIPPEWA
 RJ1156  USGS QUAD   -  SHELLDRAKE (1975)
 RJ1156
 RJ1156                         *CURRENT SURVEY CONTROL
 RJ1156  ___________________________________________________________________
 RJ1156* NAD 83(1994)-  46 42 21.45602(N)    085 02 28.07837(W)     ADJUSTED  
 RJ1156* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 RJ1156  ___________________________________________________________________
 RJ1156  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 RJ1156  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 RJ1156
 RJ1156  HORZ ORDER  -  SECOND
 RJ1156
 RJ1156.The horizontal coordinates were established by classical geodetic methods
 RJ1156.and adjusted by the National Geodetic Survey in February 1997..
 RJ1156
 RJ1156.The orthometric height was scaled from a topographic map.
 RJ1156
 RJ1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1156
 RJ1156.The geoid height was determined by GEOID03.
 RJ1156
 RJ1156;                    North         East     Units Scale Factor Converg.
 RJ1156;SPC MI N     -   215,542.112 8,149,773.197   MT  0.99992977   +1 24 57.1
 RJ1156;SPC MI N     -   707,159.16 26,738,101.04   iFT  0.99992977   +1 24 57.1
 RJ1156;UTM  16      - 5,174,352.743   649,737.345   MT  0.99987559   +1 25 33.6
 RJ1156
 RJ1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1156!SPC MI N     -   0.99997482  x   0.99992977  =   0.99990459
 RJ1156!UTM  16      -   0.99997482  x   0.99987559  =   0.99985041
 RJ1156
 RJ1156|---------------------------------------------------------------------|
 RJ1156| PID    Reference Object                     Distance      Geod. Az  |
 RJ1156|                                                           dddmmss.s |
 RJ1156| CH1663 ANDRUS RM 1                          23.044 METERS 04733     |
 RJ1156| CH1664 ANDRUS RM 2                          28.120 METERS 13447     |
 RJ1156| CH1662 ANDRUS AZ MK                                       3270534.8 |
 RJ1156|---------------------------------------------------------------------|
 RJ1156
 RJ1156                          SUPERSEDED SURVEY CONTROL
 RJ1156
 RJ1156  NAD 83(1986)-  46 42 21.44951(N)    085 02 28.07568(W) AD(       ) 2
 RJ1156  NAD 27      -  46 42 21.34864(N)    085 02 27.71182(W) AD(       ) 2
 RJ1156
 RJ1156.Superseded values are not recommended for survey control.
 RJ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1156.See file dsdata.txt to determine how the superseded data were derived.
 RJ1156
 RJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4973774353(NAD 83)
 RJ1156_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1156
 RJ1156  HISTORY     - Date     Condition        Report By
 RJ1156  HISTORY     - 1965     MONUMENTED       CGS
 RJ1156  HISTORY     - 1978     GOOD             NGS
 RJ1156
 RJ1156                          STATION DESCRIPTION
 RJ1156
 RJ1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1156'THE STATION IS LOCATED ABOUT 6 MLES SOUTH-SOUTHWEST OF WHITEFISH
 RJ1156'POINT, 5 MILES NORTH OF
 RJ1156'PARADISE, 0.4 MILE NORTHWEST OF ANDRUS LAKE, IN SECTION 27, T. 50 N.,
 RJ1156'R. 6 W., AND ON STATE OWNED
 RJ1156'PROPERTY.
 RJ1156'
 RJ1156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND WIRE
 RJ1156'ROAD IN PARADISE, GO
 RJ1156'NORTH ON WIRE ROAD FOR 5.15 MILES TO A SIDE ROAD LEFT AT A SIGN
 RJ1156'VERMILLION 9.  TURN LEFT AND GO
 RJ1156'WESTERLY ON A GRAVELED ROAD FOR 0.6 MILE TO A CROSS ROAD.* CONTINUE
 RJ1156'WEST ON THE GRAVELED ROAD FOR 0.1 MILE
 RJ1156'TO A WIRE GATE AND THE STATION ON THE LEFT.
 RJ1156'
 RJ1156'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON A SAND
 RJ1156'ROAD FOR 0.35 MILE TO THE
 RJ1156'AZIMUTH MARK ON THE LEFT.
 RJ1156'
 RJ1156'STATION MARKS ARE STANDARD DISKS STAMPED ANDRUS 1965.  THE SURFACE
 RJ1156'DISK IS SET IN A ROUND
 RJ1156'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 34 FEET SOUTHWEST
 RJ1156'OF THE CENTER OF THE WIRE GATE, 32
 RJ1156'FEET SOUTHWEST OF THE CENTER OF THE GRAVELED ROAD, 17 FEET NORTHEAST
 RJ1156'OF A 12 INCH PINE TREE WITH A
 RJ1156'TRIANGULAR BLAZE ON THE NORTHEAST SIDE, AND 3.6 FEET SOUTHWEST
 RJ1156'OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 RJ1156'IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1156'48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1156'
 RJ1156'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ANDRUS NO 1 1965, IS
 RJ1156'SET IN A ROUND CONCRETE
 RJ1156'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 48 FEET EAST OF THE CENTER
 RJ1156'OF THE WIRE GATE, 43 FEET NORTHEAST
 RJ1156'OF THE CENTER OF THE GRAVELED ROAD, AND 12 FEET NORTHWEST OF A
 RJ1156'5 INCH PINE TREE.
 RJ1156'
 RJ1156'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ANDRUS NO 2 1965, IS
 RJ1156'SET IN A ROUND CONCRETE
 RJ1156'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 35 FEET SOUTHWEST OF THE
 RJ1156'CENTER OF THE GRAVELED ROAD, 20 FEET
 RJ1156'SOUTHEAST OF A 6 INCH PINE TREE, AND 11 FEET NORTHWEST OF A 12
 RJ1156'INCH PINE TREE.
 RJ1156'
 RJ1156'AZIMUTH MARK, A STANDARD DISK STAMPED ANDRUS 1965, IS SET IN A ROUND
 RJ1156'CONCRETE MONUMENT WHICH PROJECTS 5
 RJ1156'INCHES.  IT IS 253 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 RJ1156'VOR, 61 FEET SOUTHWEST OF THE
 RJ1156'CENTER OF THE SAND ROAD, AND 2 FEET SOUTH OF A METAL
 RJ1156'WITNESS POST.
 RJ1156'
 RJ1156'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RJ1156
 RJ1156                          STATION RECOVERY (1978)
 RJ1156
 RJ1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 RJ1156'STATION, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED
 RJ1156'AND FOUND IN GOOD CONDITION.  A TO REACH FOLLOWS.
 RJ1156'
 RJ1156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND WIRE
 RJ1156'ROAD IN PARADICE, GO NORTH ON WIRE ROAD FOR 5.15 MILES TO A SIDE
 RJ1156'ROAD LEFT AT A SIGN VERMILLION 9.  TURN LEFT AND GO WESTERLY ON A
 RJ1156'GRAVELED ROAD FOR 0.6 MILE TO A CROSSROAD.  CONTINUE WEST ON THE
 RJ1156'GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE AND THE STATION ON THE
 RJ1156'LEFT.
 RJ1156'
 RJ1156'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTHWEST ON A SAND
 RJ1156'ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RJ1156'
 RJ1156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES N OF
 RJ1156'PARADISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0196 ***********************************************************************
 RJ0196  DESIGNATION -  ANK
 RJ0196  PID         -  RJ0196
 RJ0196  STATE/COUNTY-  MI/CHIPPEWA
 RJ0196  USGS QUAD   -  OAK RIDGE (1976)
 RJ0196
 RJ0196                         *CURRENT SURVEY CONTROL
 RJ0196  ___________________________________________________________________
 RJ0196* NAD 83(1986)-  46 15 08.     (N)    084 08 02.     (W)     SCALED    
 RJ0196* NAVD 88     -       183.988  (meters)     603.63   (feet)  ADJUSTED  
 RJ0196  ___________________________________________________________________
 RJ0196  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 RJ0196  DYNAMIC HT  -         183.997 (meters)     603.66  (feet)  COMP
 RJ0196  MODELED GRAV-     980,659.7   (mgal)                       NAVD 88
 RJ0196
 RJ0196  VERT ORDER  -  FIRST     CLASS I
 RJ0196
 RJ0196.The horizontal coordinates were scaled from a topographic map and have
 RJ0196.an estimated accuracy of +/- 6 seconds.
 RJ0196
 RJ0196.The orthometric height was determined by differential leveling
 RJ0196.and adjusted by the National Geodetic Survey in June 1991..
 RJ0196
 RJ0196.The geoid height was determined by GEOID03.
 RJ0196
 RJ0196.The dynamic height is computed by dividing the NAVD 88
 RJ0196.geopotential number by the normal gravity value computed on the
 RJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0196.degrees latitude (g = 980.6199 gals.).
 RJ0196
 RJ0196.The modeled gravity was interpolated from observed gravity values.
 RJ0196
 RJ0196;                    North         East    Units  Estimated Accuracy
 RJ0196;SPC MI N     -   167,250.    8,220,940.      MT  (+/- 180 meters Scaled)
 RJ0196
 RJ0196                          SUPERSEDED SURVEY CONTROL
 RJ0196
 RJ0196  NGVD 29 (??/??/92)  183.970  (m)          603.57   (f) ADJ UNCH    1 1
 RJ0196
 RJ0196.Superseded values are not recommended for survey control.
 RJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0196.See file dsdata.txt to determine how the superseded data were derived.
 RJ0196
 RJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS209260(NAD 83)
 RJ0196_MARKER: Z = SEE DESCRIPTION
 RJ0196_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0196+WITH SETTING: INTO GROUND
 RJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0196+STABILITY: SURFACE MOTION
 RJ0196
 RJ0196  HISTORY     - Date     Condition        Report By
 RJ0196  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0196  HISTORY     - 1969     GOOD             USLS
 RJ0196
 RJ0196                          STATION DESCRIPTION
 RJ0196
 RJ0196'DESCRIBED BY US LAKE SURVEY 1969
 RJ0196'AT NEEBISH ISLAND.
 RJ0196'ANK IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0196'4.5 MILES SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, 1.6 MILES
 RJ0196'SOUTH OF INTERSECTION OF 16 MILE ROAD AND CUMMING ROAD, 73 FEET
 RJ0196'EAST OF EXTENDED CENTERLINE OF CUMMING ROAD, 47.8 FEET NORTHEAST
 RJ0196'OF A UTILITY POLE, 32 FEET SOUTH OF CENTERLINE OF 17 1/2 MILE
 RJ0196'ROAD, 4.0 FEET WEST OF UTILITY POLE NO. U.S.C.G. 690, 1 FOOT
 RJ0196'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0196'DIAMETER IRON ROD, 8 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1463 ***********************************************************************
 NE1463  DESIGNATION -  ANN ARBOR BURTON MEM CLOCK TWR
 NE1463  PID         -  NE1463
 NE1463  STATE/COUNTY-  MI/WASHTENAW
 NE1463  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE1463
 NE1463                         *CURRENT SURVEY CONTROL
 NE1463  ___________________________________________________________________
 NE1463* NAD 83(1994)-  42 16 45.97586(N)    083 44 19.33981(W)     ADJUSTED  
 NE1463* NAVD 88     -                                                        
 NE1463  ___________________________________________________________________
 NE1463  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NE1463  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE1463
 NE1463  HORZ ORDER  -  THIRD
 NE1463
 NE1463.The horizontal coordinates were established by classical geodetic methods
 NE1463.and adjusted by the National Geodetic Survey in February 1997..
 NE1463
 NE1463
 NE1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1463
 NE1463.The geoid height was determined by GEOID03.
 NE1463
 NE1463;                    North         East     Units Scale Factor Converg.
 NE1463;SPC MI S     -    86,771.745 4,051,796.386   MT  0.99996235   +0 25 38.4
 NE1463;SPC MI S     -   284,684.20 13,293,295.23   iFT  0.99996235   +0 25 38.4
 NE1463;UTM  17      - 4,684,435.034   274,173.659   MT  1.00022752   -1 50 35.6
 NE1463
 NE1463                          SUPERSEDED SURVEY CONTROL
 NE1463
 NE1463  NAD 83(1986)-  42 16 45.98003(N)    083 44 19.36337(W) AD(       ) 4
 NE1463  NAD 27      -  42 16 45.84100(N)    083 44 19.57400(W) AD(       ) 3
 NE1463
 NE1463.Superseded values are not recommended for survey control.
 NE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1463.See file dsdata.txt to determine how the superseded data were derived.
 NE1463
 NE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7417484435(NAD 83)
 NE1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1463+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2005
 NE1463
 NE1463  HISTORY     - Date     Condition        Report By
 NE1463  HISTORY     - 1943     MONUMENTED       CGS
 NE1463  HISTORY     - 1977     GOOD             NGS
 NE1463  HISTORY     - 1984     GOOD             USPSQD
 NE1463  HISTORY     - 1987     GOOD             USPSQD
 NE1463  HISTORY     - 20050818 GOOD             USPSQD
 NE1463
 NE1463                          STATION DESCRIPTION
 NE1463
 NE1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1463'STATION IS LOCATED ON THE W SIDE OF INGALLS
 NE1463'BETWEEN E
 NE1463'WASHINGTON AND N UNIVERSITY STREETS IN THE CITY OF ANN
 NE1463'ARBOR.  IT IS TALL SANDSTONE
 NE1463'BUILDING ABOUT 100 FEET HIGH AND HAS
 NE1463'A CLOCK ON ALL FOUR SIDES OF THE TOP.  THE
 NE1463'POINT OBSERVED ON WAS
 NE1463'THE APEX OF THE ROOF.
 NE1463'
 NE1463'THIS IS AN INTERSECTION STATION.
 NE1463
 NE1463                          STATION RECOVERY (1977)
 NE1463
 NE1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1463'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1463'
 NE1463'THE TOWER IS 190 FEET HIGH WITH A 15 FOOT ANTENNA ON TOP.
 NE1463'
 NE1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANN ARBOR.
 NE1463
 NE1463                          STATION RECOVERY (1984)
 NE1463
 NE1463'RECOVERY NOTE BY US POWER SQUADRON 1984 (PAJ)
 NE1463'THIS IS AN INTERSECTION STATION.  THIS STATION WAS RECOVERED IN
 NE1463'GOOD CONDITION AS DESCRIBED.  THE TOWER IS 190 FEET HIGH WITH A 15
 NE1463'FOOT ANTENNA ON TOP.
 NE1463
 NE1463                          STATION RECOVERY (1987)
 NE1463
 NE1463'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE1463'RECOVERED IN GOOD CONDITION.
 NE1463
 NE1463                          STATION RECOVERY (2005)
 NE1463
 NE1463'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 NE1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1465 ***********************************************************************
 NE1465  DESIGNATION -  ANN ARBOR COLL HOSP FLAGSTAFF
 NE1465  PID         -  NE1465
 NE1465  STATE/COUNTY-  MI/WASHTENAW
 NE1465  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE1465
 NE1465                         *CURRENT SURVEY CONTROL
 NE1465  ___________________________________________________________________
 NE1465* NAD 83(1994)-  42 16 58.59345(N)    083 43 52.05642(W)     ADJUSTED  
 NE1465* NAVD 88     -                                                        
 NE1465  ___________________________________________________________________
 NE1465  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NE1465  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE1465
 NE1465  HORZ ORDER  -  THIRD
 NE1465
 NE1465.The horizontal coordinates were established by classical geodetic methods
 NE1465.and adjusted by the National Geodetic Survey in February 1997..
 NE1465
 NE1465
 NE1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1465
 NE1465.The geoid height was determined by GEOID03.
 NE1465
 NE1465;                    North         East     Units Scale Factor Converg.
 NE1465;SPC MI S     -    87,165.728 4,052,418.554   MT  0.99996171   +0 25 57.0
 NE1465;SPC MI S     -   285,976.80 13,295,336.46   iFT  0.99996171   +0 25 57.0
 NE1465;UTM  17      - 4,684,804.154   274,811.116   MT  1.00022398   -1 50 17.7
 NE1465
 NE1465                          SUPERSEDED SURVEY CONTROL
 NE1465
 NE1465  NAD 83(1986)-  42 16 58.59751(N)    083 43 52.07950(W) AD(       ) 4
 NE1465  NAD 27      -  42 16 58.46000(N)    083 43 52.29000(W) AD(       ) 3
 NE1465
 NE1465.Superseded values are not recommended for survey control.
 NE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1465.See file dsdata.txt to determine how the superseded data were derived.
 NE1465
 NE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7481184804(NAD 83)
 NE1465
 NE1465  HISTORY     - Date     Condition        Report By
 NE1465  HISTORY     - UNK      MONUMENTED
 NE1465  HISTORY     - 1977     GOOD             NGS
 NE1465  HISTORY     - 1984     GOOD             USPSQD
 NE1465  HISTORY     - 1987     GOOD             USPSQD
 NE1465  HISTORY     - 1989     GOOD             USPSQD
 NE1465
 NE1465                          STATION DESCRIPTION
 NE1465
 NE1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1465'THIS STATION WAS RECOVERED IN GOOD CONDITION, THERE WAS NO PREVIOUS
 NE1465'DESCRIPTION.  THE STATION IS LOCATED IN THE EASTERN SECTION OF ANN
 NE1465'ARBOR, ON THE GROUNDS OF THE UNIVERSITY OF MICHIGAN.  IT IS LOCATED
 NE1465'AT THE NORTH END OF OBSERVATORY STREET AND AT THE EAST END OF ANN
 NE1465'STREET.  IT IS ABOUT 100 FEET NORTH OF THE NORTH END OF
 NE1465'OBSERVATORY STREET AND ABOUT 100 FEET ABOVE THE STREET LEVEL, AND
 NE1465'IS NOT LOCATED ON THE HIGHEST PART OF THE BUILDING.
 NE1465'
 NE1465'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANN ARBOR.
 NE1465
 NE1465                          STATION RECOVERY (1984)
 NE1465
 NE1465'RECOVERY NOTE BY US POWER SQUADRON 1984 (RM)
 NE1465'STATION FOUND GOOD.
 NE1465'THIS STATION WAS RECOVERED IN GOOD CONDITION APPARENTLY.  CLOSE
 NE1465'ACCESS TO INSPECT ITS FOUNDATION AND STRUCTURE IS DIFFICULT TO
 NE1465'ACHIEVE OWING TO THE FACT THAT IT IS LOCATED ATOP A HOSPITAL BLDG.
 NE1465'IT IS, AS NOTED IN 1977, NOT AT THE HIGHEST ROOF LEVEL AND IS
 NE1465'OBSCURED FROM ANY NORTHERLY VIEW.  MORE RECENT BLDGS WITHIN
 NE1465'1/4 MILE OR SO (DORMITORIES AND PARKING STRUCTURES) FURTHER OBSCURE
 NE1465'THE VIEW FROM ANY DIRECTION EXCEPT DUE SOUTH ALONG OBSERVATORY ST,
 NE1465'WHICH IS, ITSELF, LESS THAN TWO MILES LONG.  HENCE, THE MARK,
 NE1465'THOUGH IN GOOD CONDITION, IS USELESS.
 NE1465
 NE1465                          STATION RECOVERY (1987)
 NE1465
 NE1465'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE1465'RECOVERED IN GOOD CONDITION.
 NE1465
 NE1465                          STATION RECOVERY (1989)
 NE1465
 NE1465'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1466 ***********************************************************************
 NE1466  DESIGNATION -  ANN ARBOR COLL POWER PLANT STK
 NE1466  PID         -  NE1466
 NE1466  STATE/COUNTY-  MI/WASHTENAW
 NE1466  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE1466
 NE1466                         *CURRENT SURVEY CONTROL
 NE1466  ___________________________________________________________________
 NE1466* NAD 83(1994)-  42 16 51.88736(N)    083 44 04.14664(W)     ADJUSTED  
 NE1466* NAVD 88     -                                                        
 NE1466  ___________________________________________________________________
 NE1466  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 NE1466  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE1466
 NE1466  HORZ ORDER  -  THIRD
 NE1466
 NE1466.The horizontal coordinates were established by classical geodetic methods
 NE1466.and adjusted by the National Geodetic Survey in February 1997..
 NE1466
 NE1466
 NE1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1466
 NE1466.The geoid height was determined by GEOID03.
 NE1466
 NE1466;                    North         East     Units Scale Factor Converg.
 NE1466;SPC MI S     -    86,956.739 4,052,143.117   MT  0.99996205   +0 25 48.8
 NE1466;SPC MI S     -   285,291.14 13,294,432.80   iFT  0.99996205   +0 25 48.8
 NE1466;UTM  17      - 4,684,606.190   274,527.540   MT  1.00022556   -1 50 25.6
 NE1466
 NE1466                          SUPERSEDED SURVEY CONTROL
 NE1466
 NE1466  NAD 83(1986)-  42 16 51.89278(N)    083 44 04.17134(W) AD(       ) 4
 NE1466  NAD 27      -  42 16 51.76783(N)    083 44 04.39768(W) AD(       ) 3
 NE1466
 NE1466.Superseded values are not recommended for survey control.
 NE1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1466.See file dsdata.txt to determine how the superseded data were derived.
 NE1466
 NE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7452884606(NAD 83)
 NE1466_MARKER: 63 = STACK
 NE1466
 NE1466  HISTORY     - Date     Condition        Report By
 NE1466  HISTORY     - UNK      FIRST OBSERVED
 NE1466  HISTORY     - 1977     GOOD             NGS
 NE1466  HISTORY     - 1987     GOOD             USPSQD
 NE1466  HISTORY     - 1989     GOOD             USPSQD
 NE1466
 NE1466                          STATION DESCRIPTION
 NE1466
 NE1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1466'THIS INTERSECTION STATION WAS RECOVERED IN GOOD CONDITION, THERE WAS
 NE1466'NO PREVIOUS DESCRIPTION.  THE STACK IS LOCATED NEAR THE INTERSECTION
 NE1466'OF EAST HURON STREET AND WASHTENAW STREET, ON THE NORTH SIDE OF THE
 NE1466'POWER PLANT BUILDING.  THE STACK IS CONSTRUCTED OF RED FIRE BRICK,
 NE1466'20 FEET IN DIAMETER AT THE BASE AND NEARLY SYMMETRICAL TO THE TOP
 NE1466'WITH A COLLAR AT THE TOP.  THE STACK IS 240 FEET HIGH, 50 FEET
 NE1466'SOUTH OF EAST HURON STREET, 150 FEET WEST OF WASHTENAW STREET.
 NE1466'THERE IS A SHORTER STACK OF SIMILAR CONSTRUCTION AT THE SOUTH END
 NE1466'OF THE BUILDING.
 NE1466'
 NE1466'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ANN ARBOR.
 NE1466
 NE1466                          STATION RECOVERY (1987)
 NE1466
 NE1466'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE1466'RECOVERED IN GOOD CONDITION.
 NE1466
 NE1466                          STATION RECOVERY (1989)
 NE1466
 NE1466'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3625 ***********************************************************************
 DH3625  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3625  DESIGNATION -  ANN ARBOR CORS ARP
 DH3625  CORS_ID     -  UOFM
 DH3625  PID         -  DH3625
 DH3625  STATE/COUNTY-  MI/WASHTENAW
 DH3625  USGS QUAD   -  ANN ARBOR WEST (1983)
 DH3625
 DH3625                         *CURRENT SURVEY CONTROL
 DH3625  ___________________________________________________________________
 DH3625* NAD 83(CORS)-  42 17 44.94125(N)    083 50 22.79793(W)     ADJUSTED  
 DH3625* NAVD 88     -                                                        
 DH3625  ___________________________________________________________________
 DH3625  EPOCH DATE  -        2002.00
 DH3625  X           -     507,058.771 (meters)                     COMP
 DH3625  Y           -  -4,697,844.612 (meters)                     COMP
 DH3625  Z           -   4,270,129.430 (meters)                     COMP
 DH3625  ELLIP HEIGHT-         243.77  (meters)          (06/??/05) GPS OBS
 DH3625  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DH3625
 DH3625  HORZ ORDER  -  SPECIAL (CORS)
 DH3625  ELLP ORDER  -  SPECIAL (CORS)
 DH3625
 DH3625.ITRF positions are available for this station.
 DH3625.The coordinates were established by GPS observations
 DH3625.and adjusted by the National Geodetic Survey in June 2005..
 DH3625.The coordinates are valid at the epoch date displayed above.
 DH3625.The epoch date for horizontal control is a decimal equivalence
 DH3625.of Year/Month/Day.
 DH3625
 DH3625
 DH3625.The PID for the CORS L1 Phase Center is DH3626.
 DH3625
 DH3625.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3625
 DH3625.The ellipsoidal height was determined by GPS observations
 DH3625.and is referenced to NAD 83.
 DH3625
 DH3625.The geoid height was determined by GEOID03.
 DH3625
 DH3625;                    North         East     Units Scale Factor Converg.
 DH3625;SPC MI S     -    88,533.910 4,043,457.542   MT  0.99995939   +0 21 31.1
 DH3625;SPC MI S     -   290,465.58 13,265,936.82   iFT  0.99995939   +0 21 31.1
 DH3625
 DH3625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3625!SPC MI S     -   0.99996177  x   0.99995939  =   0.99992116
 DH3625
 DH3625                          SUPERSEDED SURVEY CONTROL
 DH3625
 DH3625.No superseded survey control is available for this station.
 DH3625
 DH3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6590986527(NAD 83)
 DH3625_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3625
 DH3625                          STATION DESCRIPTION
 DH3625
 DH3625'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3625'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3625'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3625'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3625'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3625'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3626 ***********************************************************************
 DH3626  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3626  DESIGNATION -  ANN ARBOR CORS L1 PHASE CENTER
 DH3626  CORS_ID     -  UOFM
 DH3626  PID         -  DH3626
 DH3626  STATE/COUNTY-  MI/WASHTENAW
 DH3626  USGS QUAD   -  ANN ARBOR WEST (1983)
 DH3626
 DH3626                         *CURRENT SURVEY CONTROL
 DH3626  ___________________________________________________________________
 DH3626* NAD 83(CORS)-  42 17 44.94133(N)    083 50 22.79787(W)     ADJUSTED  
 DH3626* NAVD 88     -                                                        
 DH3626  ___________________________________________________________________
 DH3626  EPOCH DATE  -        2002.00
 DH3626  X           -     507,058.781 (meters)                     COMP
 DH3626  Y           -  -4,697,844.691 (meters)                     COMP
 DH3626  Z           -   4,270,129.506 (meters)                     COMP
 DH3626  ELLIP HEIGHT-         243.88  (meters)          (06/??/05) GPS OBS
 DH3626  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 DH3626
 DH3626  HORZ ORDER  -  SPECIAL (CORS)
 DH3626  ELLP ORDER  -  SPECIAL (CORS)
 DH3626
 DH3626.ITRF positions are available for this station.
 DH3626.The coordinates were established by GPS observations
 DH3626.and adjusted by the National Geodetic Survey in June 2005..
 DH3626.The coordinates are valid at the epoch date displayed above.
 DH3626.The epoch date for horizontal control is a decimal equivalence
 DH3626.of Year/Month/Day.
 DH3626
 DH3626
 DH3626.The PID for the CORS ARP is DH3625.
 DH3626
 DH3626.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3626
 DH3626.The ellipsoidal height was determined by GPS observations
 DH3626.and is referenced to NAD 83.
 DH3626
 DH3626.The geoid height was determined by GEOID03.
 DH3626
 DH3626;                    North         East     Units Scale Factor Converg.
 DH3626;SPC MI S     -    88,533.913 4,043,457.544   MT  0.99995939   +0 21 31.1
 DH3626;SPC MI S     -   290,465.59 13,265,936.82   iFT  0.99995939   +0 21 31.1
 DH3626
 DH3626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3626!SPC MI S     -   0.99996175  x   0.99995939  =   0.99992114
 DH3626
 DH3626                          SUPERSEDED SURVEY CONTROL
 DH3626
 DH3626.No superseded survey control is available for this station.
 DH3626
 DH3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6590986527(NAD 83)
 DH3626_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3626
 DH3626                          STATION DESCRIPTION
 DH3626
 DH3626'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3626'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3626'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3626'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3626'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3626'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1486 ***********************************************************************
 NE1486  DESIGNATION -  ANN ARBOR MUNICIPAL APT BCN
 NE1486  PID         -  NE1486
 NE1486  STATE/COUNTY-  MI/WASHTENAW
 NE1486  USGS QUAD   -  YPSILANTI WEST (1983)
 NE1486
 NE1486                         *CURRENT SURVEY CONTROL
 NE1486  ___________________________________________________________________
 NE1486* NAD 83(1994)-  42 13 28.05794(N)    083 44 09.61594(W)     ADJUSTED  
 NE1486* NAVD 88     -                                                        
 NE1486  ___________________________________________________________________
 NE1486  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NE1486  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE1486
 NE1486  HORZ ORDER  -  THIRD
 NE1486
 NE1486.This mark is at Ann Arbor Airport (ARB)
 NE1486
 NE1486.The horizontal coordinates were established by classical geodetic methods
 NE1486.and adjusted by the National Geodetic Survey in February 1997..
 NE1486
 NE1486
 NE1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1486
 NE1486.The geoid height was determined by GEOID03.
 NE1486
 NE1486;                    North         East     Units Scale Factor Converg.
 NE1486;SPC MI S     -    80,667.013 4,052,064.918   MT  0.99997286   +0 25 45.1
 NE1486;SPC MI S     -   264,655.55 13,294,176.24   iFT  0.99997286   +0 25 45.1
 NE1486;UTM  17      - 4,678,322.868   274,200.228   MT  1.00022738   -1 50 22.1
 NE1486
 NE1486                          SUPERSEDED SURVEY CONTROL
 NE1486
 NE1486  NAD 83(1986)-  42 13 28.06126(N)    083 44 09.63918(W) AD(       ) 4
 NE1486  NAD 27      -  42 13 27.91700(N)    083 44 09.85000(W) AD(       ) 3
 NE1486
 NE1486.Superseded values are not recommended for survey control.
 NE1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1486.See file dsdata.txt to determine how the superseded data were derived.
 NE1486
 NE1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7420078323(NAD 83)
 NE1486
 NE1486  HISTORY     - Date     Condition        Report By
 NE1486  HISTORY     - 1932     MONUMENTED       CGS
 NE1486  HISTORY     - 1977     GOOD             NGS
 NE1486  HISTORY     - 20020320 GOOD             USPSQD
 NE1486
 NE1486                          STATION DESCRIPTION
 NE1486
 NE1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1486'A 24-INCH ROTATING BEACON ON 51-FOOT TOWER, AT ANN ARBOR MUNICIPAL
 NE1486'AIRPORT, 3 MILES
 NE1486'SOUTH AND 1/2 MILE EAST OF ANN ARBOR, ON WEST SIDE OF SOUTH STATE
 NE1486'STREET COUNTY ROAD.
 NE1486
 NE1486                          STATION RECOVERY (1977)
 NE1486
 NE1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1486'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1486'
 NE1486'THE BEACON IS MOUNTED ON A 4 LEGGED STEEL TOWER PAINTED SILVER AND
 NE1486'FLASHES GREEN AND CLEAR.
 NE1486'
 NE1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 NE1486'ANN ARBOR.
 NE1486
 NE1486                          STATION RECOVERY (2002)
 NE1486
 NE1486'RECOVERY NOTE BY US POWER SQUADRON 2002 (MD)
 NE1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1567 ***********************************************************************
 NE1567  PACS        -  This is a Primary Airport Control Station.
 NE1567  DESIGNATION -  ANNAPORT
 NE1567  PID         -  NE1567
 NE1567  STATE/COUNTY-  MI/WASHTENAW
 NE1567  USGS QUAD   -  YPSILANTI WEST (1983)
 NE1567
 NE1567                         *CURRENT SURVEY CONTROL
 NE1567  ___________________________________________________________________
 NE1567* NAD 83(1994)-  42 13 24.72076(N)    083 44 42.52786(W)     ADJUSTED  
 NE1567* NAVD 88     -       252.620  (meters)     828.80   (feet)  ADJUSTED  
 NE1567  ___________________________________________________________________
 NE1567  X           -     515,394.263 (meters)                     COMP
 NE1567  Y           -  -4,702,350.698 (meters)                     COMP
 NE1567  Z           -   4,264,169.807 (meters)                     COMP
 NE1567  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 NE1567  ELLIP HEIGHT-         218.47  (meters)          (07/31/02) GPS OBS
 NE1567  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE1567  DYNAMIC HT  -         252.538 (meters)     828.54  (feet)  COMP
 NE1567  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 NE1567
 NE1567  HORZ ORDER  -  A
 NE1567  VERT ORDER  -  SECOND    CLASS II
 NE1567  ELLP ORDER  -  FOURTH    CLASS I
 NE1567
 NE1567.This mark is at Ann Arbor Airport (ARB)
 NE1567
 NE1567.The horizontal coordinates were established by GPS observations
 NE1567.and adjusted by the National Geodetic Survey in October 2000..
 NE1567
 NE1567.The orthometric height was determined by differential leveling
 NE1567.and adjusted by the National Geodetic Survey in August 1995..
 NE1567
 NE1567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1567
 NE1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1567
 NE1567.The ellipsoidal height was determined by GPS observations
 NE1567.and is referenced to NAD 83.
 NE1567
 NE1567.The geoid height was determined by GEOID03.
 NE1567
 NE1567.The dynamic height is computed by dividing the NAVD 88
 NE1567.geopotential number by the normal gravity value computed on the
 NE1567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1567.degrees latitude (g = 980.6199 gals.).
 NE1567
 NE1567.The modeled gravity was interpolated from observed gravity values.
 NE1567
 NE1567;                    North         East     Units Scale Factor Converg.
 NE1567;SPC MI S     -    80,558.437 4,051,310.949   MT  0.99997304   +0 25 22.7
 NE1567;SPC MI S     -   264,299.33 13,291,702.59   iFT  0.99997304   +0 25 22.7
 NE1567;UTM  17      - 4,678,244.202   273,442.357   MT  1.00023160   -1 50 44.1
 NE1567
 NE1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1567!SPC MI S     -   0.99996574  x   0.99997304  =   0.99993878
 NE1567!UTM  17      -   0.99996574  x   1.00023160  =   1.00019733
 NE1567
 NE1567:                Primary Azimuth Mark                     Grid Az
 NE1567:SPC MI S     -  ANNAPORT AZ MK                           053 38 10.1
 NE1567:UTM  17      -  ANNAPORT AZ MK                           055 54 16.9
 NE1567
 NE1567|---------------------------------------------------------------------|
 NE1567| PID    Reference Object                     Distance      Geod. Az  |
 NE1567|                                                           dddmmss.s |
 NE1567| NE1568 ANNAPORT AZ MK                      478.521 METERS 0540332.8 |
 NE1567| NE1040 S 336                               APPROX. 0.6 KM 3592556.4 |
 NE1567|---------------------------------------------------------------------|
 NE1567
 NE1567                          SUPERSEDED SURVEY CONTROL
 NE1567
 NE1567  ELLIP H (07/12/02)  218.50   (m)                       GP(       ) 4 1
 NE1567  ELLIP H (10/17/00)  218.48   (m)                       GP(       ) 3 1
 NE1567  NAD 83(1994)-  42 13 24.72096(N)    083 44 42.52741(W) AD(       ) 1
 NE1567  ELLIP H (02/03/97)  218.54   (m)                       GP(       ) 4 1
 NE1567  NAD 83(1986)-  42 13 24.72654(N)    083 44 42.55374(W) AD(       ) 1
 NE1567  NAD 83(1986)-  42 13 24.72595(N)    083 44 42.55265(W) AD(       ) 1
 NE1567  NAVD 88 (10/17/00)  252.62   (m)          828.8    (f) LEVELING    3  
 NE1567  NGVD 29 (03/27/91)  252.7    (m)          829.     (f) GPS OBS        
 NE1567
 NE1567.Superseded values are not recommended for survey control.
 NE1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1567.See file dsdata.txt to determine how the superseded data were derived.
 NE1567
 NE1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7344278244(NAD 83)
 NE1567_MARKER: I = METAL ROD
 NE1567_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1567_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1567_STAMPING: ANNAPORT 1989
 NE1567_MARK LOGO: NGS   
 NE1567_PROJECTION: FLUSH
 NE1567_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1567+STABILITY: POSITION/ELEVATION WELL
 NE1567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1567+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1999
 NE1567_ROD/PIPE-DEPTH: 28.0 meters
 NE1567_SLEEVE-DEPTH  : 1.0 meters
 NE1567
 NE1567  HISTORY     - Date     Condition        Report By
 NE1567  HISTORY     - 1989     MONUMENTED       NGS
 NE1567  HISTORY     - 19900205 GOOD
 NE1567  HISTORY     - 19910715 GOOD             NGS
 NE1567  HISTORY     - 19930809 GOOD             WOOLPT
 NE1567  HISTORY     - 19930810 GOOD             WOOLPT
 NE1567  HISTORY     - 19990906 GOOD             NGS
 NE1567  HISTORY     - 20020320 GOOD             USPSQD
 NE1567
 NE1567                          STATION DESCRIPTION
 NE1567
 NE1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1567'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF ANN ARBOR, AT
 NE1567'THE ANN ARBOR MUNICIPAL AIRPORT, IN THE SOUTHWEST END OF THE
 NE1567'NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY AND
 NE1567'THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF ANN ARBOR, C/O AIRPORT
 NE1567'MANAGER CHARLES FERGUSON, 801 AIRPORT DRIVE, ANN ARBOR MI 48108. PHONE
 NE1567'IS (313) 994-2841.
 NE1567'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1567'177) AND STATE STREET, IN SOUTHWEST ANN ARBOR, GO SOUTH FOR 0.8 KM
 NE1567'(0.50 MI) ON STATE STREET TO A STOPLIGHT AND A CROSSROAD.  TURN RIGHT
 NE1567'AND GO WEST FOR 0.5 KM (0.30 MI) ON ELLSWORTH ROAD TO A CROSSROAD.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON AIRPORT BOULEVARD TO A
 NE1567'CROSSROAD.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NE1567'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN RIGHT AND
 NE1567'GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY LEFT.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON A CONNECTING TAXIWAY TO
 NE1567'THE STATION ON THE LEFT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 NE1567'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1567'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 NE1567'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1567'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1567'LOCATED 32.5 M (106.6 FT) EAST FROM THE JUNCTION OF THE CENTER OF THE
 NE1567'PARALLEL TAXIWAY AND THE CENTER OF A CONNECTING TAXIWAY, 29.4 M
 NE1567'(96.5 FT) NORTHEAST FROM THE CENTER OF A CONNECTING TAXIWAY, 22.4 M
 NE1567'(73.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A 0.6 METER SQUARE METAL
 NE1567'DRAIN COVER AND 11.5 M (37.7 FT) SOUTH-SOUTHEAST FROM THE
 NE1567'SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1567'NOTE-CALL IN ADVANCE GATE WILL BE LOCKED, ALSO CONTACT CONTROL TOWER
 NE1567'AT THE AIRPORT, PHONE IS (313) 769-1830.
 NE1567'DESCRIBED BY J.B. WARD.
 NE1567'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1567
 NE1567                          STATION RECOVERY (1990)
 NE1567
 NE1567'RECOVERED 1990
 NE1567'RECOVERED IN GOOD CONDITION.
 NE1567
 NE1567                          STATION RECOVERY (1991)
 NE1567
 NE1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1567'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) SOUTH OF ANN ARBOR, AT
 NE1567'THE ANN ARBOR MUNICIPAL AIRPORT, IN THE SOUTHWEST END OF THE
 NE1567'NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY
 NE1567'AND THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF ANN ARBOR, C/O AIRPORT
 NE1567'MANAGER CHARLES FERGUSON, 801 AIRPORT DRIVE, ANN ARBOR, MI. 48108.
 NE1567'PHONE (313) 994-2841.
 NE1567'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1567'177) AND STATE STREET, IN SOUTHWEST ANN ARBOR, GO SOUTH FOR 0.8 KM
 NE1567'(0.5 MI) ON STATE STREET TO A STOPLIGHT AND A CROSSROAD.  TURN RIGHT
 NE1567'AND GO WEST FOR 0.5 KM (0.3 MI) ON ELLSWORTH ROAD TO A CROSSROAD.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.2 MI) ON AIRPORT BOULEVARD TO A
 NE1567'CROSSROAD.  CONTINUE SOUTH FOR 0.1 KM (0.1 MI) ON THE AIRPORT
 NE1567'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN RIGHT AND
 NE1567'GO SOUTHWEST FOR 0.1 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY LEFT.
 NE1567'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.1 MI) ON A CONNECTING TAXIWAY TO
 NE1567'THE STATION ON THE LEFT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 NE1567'THE STATION IS LOCATED 32.5 M (106.6 FT) EAST FROM THE JUNCTION OF THE
 NE1567'CENTER OF THE PARALLEL TAXIWAY AND THE CENTER OF A CONNECTING
 NE1567'TAXIWAY, 29.4 M (96.5 FT) NORTHEAST FROM THE CENTER OF A CONNECTING
 NE1567'TAXIWAY, 22.4 M (73.5 FT) NORTH-NORTHWEST FROM THE CENTER OF A 0.6
 NE1567'METER SQUARE METAL DRAIN COVER AND 11.5 M (37.7 FT) SOUTH-SOUTHEAST
 NE1567'FROM THE SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1567'NOTE-CALL IN ADVANCE GATE WILL BE LOCKED, ALSO CONTACT CONTROL TOWER
 NE1567'AT THE AIRPORT, PHONE IS (313) 769-1830.
 NE1567
 NE1567                          STATION RECOVERY (1993)
 NE1567
 NE1567'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1567'RECOVERED AS DESCRIBED.
 NE1567
 NE1567                          STATION RECOVERY (1993)
 NE1567
 NE1567'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1567'RECOVERED AS DESCRIBED.
 NE1567
 NE1567                          STATION RECOVERY (1999)
 NE1567
 NE1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 NE1567'RECOVERED AS DESCRIBED.  THIS STATION HSA BEEN DESIGNATED AS THE PACS
 NE1567'(PRIMARY AIRPORT CONTROL STATION).
 NE1567
 NE1567                          STATION RECOVERY (2002)
 NE1567
 NE1567'RECOVERY NOTE BY US POWER SQUADRON 2002 (MD)
 NE1567'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1568 ***********************************************************************
 NE1568  SACS        -  This is a Secondary Airport Control Station.
 NE1568  DESIGNATION -  ANNAPORT AZ MK
 NE1568  PID         -  NE1568
 NE1568  STATE/COUNTY-  MI/WASHTENAW
 NE1568  USGS QUAD   -  YPSILANTI WEST (1983)
 NE1568
 NE1568                         *CURRENT SURVEY CONTROL
 NE1568  ___________________________________________________________________
 NE1568* NAD 83(1994)-  42 13 33.82328(N)    083 44 25.63384(W)     ADJUSTED  
 NE1568* NAVD 88     -       251.718  (meters)     825.84   (feet)  ADJUSTED  
 NE1568  ___________________________________________________________________
 NE1568  X           -     515,758.752 (meters)                     COMP
 NE1568  Y           -  -4,702,120.178 (meters)                     COMP
 NE1568  Z           -   4,264,377.188 (meters)                     COMP
 NE1568  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 NE1568  ELLIP HEIGHT-         217.57  (meters)          (10/30/02) GPS OBS
 NE1568  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NE1568  DYNAMIC HT  -         251.637 (meters)     825.58  (feet)  COMP
 NE1568  MODELED GRAV-     980,293.4   (mgal)                       NAVD 88
 NE1568
 NE1568  HORZ ORDER  -  FIRST
 NE1568  VERT ORDER  -  SECOND    CLASS II
 NE1568  ELLP ORDER  -  FOURTH    CLASS I
 NE1568
 NE1568.This mark is at Ann Arbor Airport (ARB)
 NE1568
 NE1568.The horizontal coordinates were established by GPS observations
 NE1568.and adjusted by the National Geodetic Survey in October 2000..
 NE1568
 NE1568.The orthometric height was determined by differential leveling
 NE1568.and adjusted by the National Geodetic Survey in August 1995..
 NE1568
 NE1568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1568
 NE1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1568
 NE1568.The ellipsoidal height was determined by GPS observations
 NE1568.and is referenced to NAD 83.
 NE1568
 NE1568.The geoid height was determined by GEOID03.
 NE1568
 NE1568.The dynamic height is computed by dividing the NAVD 88
 NE1568.geopotential number by the normal gravity value computed on the
 NE1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1568.degrees latitude (g = 980.6199 gals.).
 NE1568
 NE1568.The modeled gravity was interpolated from observed gravity values.
 NE1568
 NE1568;                    North         East     Units Scale Factor Converg.
 NE1568;SPC MI S     -    80,842.150 4,051,696.276   MT  0.99997254   +0 25 34.2
 NE1568;SPC MI S     -   265,230.15 13,292,966.78   iFT  0.99997254   +0 25 34.2
 NE1568;UTM  17      - 4,678,512.509   273,838.715   MT  1.00022939   -1 50 33.1
 NE1568
 NE1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1568!SPC MI S     -   0.99996588  x   0.99997254  =   0.99993842
 NE1568!UTM  17      -   0.99996588  x   1.00022939  =   1.00019526
 NE1568
 NE1568:                Primary Azimuth Mark                     Grid Az
 NE1568:SPC MI S     -  ANNAPORT                                 233 38 09.9
 NE1568:UTM  17      -  ANNAPORT                                 235 54 17.2
 NE1568
 NE1568|---------------------------------------------------------------------|
 NE1568| PID    Reference Object                     Distance      Geod. Az  |
 NE1568|                                                           dddmmss.s |
 NE1568| NE1567 ANNAPORT                            478.521 METERS 2340344.1 |
 NE1568|---------------------------------------------------------------------|
 NE1568
 NE1568                          SUPERSEDED SURVEY CONTROL
 NE1568
 NE1568  ELLIP H (07/12/02)  217.60   (m)                       GP(       ) 4 1
 NE1568  ELLIP H (10/17/00)  217.59   (m)                       GP(       ) 2 1
 NE1568  NAD 83(1994)-  42 13 33.82330(N)    083 44 25.63300(W) AD(       ) 1
 NE1568  ELLIP H (02/03/97)  217.64   (m)                       GP(       ) 4 1
 NE1568  NAD 83(1986)-  42 13 33.82878(N)    083 44 25.65958(W) AD(       ) 1
 NE1568  NAD 83(1986)-  42 13 33.82822(N)    083 44 25.65843(W) AD(       ) 3
 NE1568  NGVD 29 (03/27/91)  251.8    (m)          826.     (f) GPS OBS        
 NE1568
 NE1568.Superseded values are not recommended for survey control.
 NE1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1568.See file dsdata.txt to determine how the superseded data were derived.
 NE1568
 NE1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7383978513(NAD 83)
 NE1568_MARKER: I = METAL ROD
 NE1568_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1568_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1568_STAMPING: ANNAPORT AZ MK 1989
 NE1568_MARK LOGO: NGS   
 NE1568_PROJECTION: FLUSH
 NE1568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1568+STABILITY: POSITION/ELEVATION WELL
 NE1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1568+SATELLITE: SATELLITE OBSERVATIONS - September 06, 1999
 NE1568_ROD/PIPE-DEPTH: 12.2 meters
 NE1568_SLEEVE-DEPTH  : 1.0 meters
 NE1568
 NE1568  HISTORY     - Date     Condition        Report By
 NE1568  HISTORY     - 1989     MONUMENTED       NGS
 NE1568  HISTORY     - 19900202 GOOD
 NE1568  HISTORY     - 19930809 GOOD             WOOLPT
 NE1568  HISTORY     - 19930810 GOOD             WOOLPT
 NE1568  HISTORY     - 19990906 GOOD             NGS
 NE1568  HISTORY     - 20020320 GOOD             USPSQD
 NE1568
 NE1568                          STATION DESCRIPTION
 NE1568
 NE1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1568'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF ANN ARBOR, AT
 NE1568'THE ANN ARBOR MUNICIPAL AIRPORT, IN THE NORTHEAST END OF THE
 NE1568'NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN THE PAVED RUNWAY AND
 NE1568'THE PARALLEL TAXIWAY.  OWNERSHIP---CITY OF ANN ARBOR, C/O AIRPORT
 NE1568'MANAGER CHARLES FERGUSON, 801 AIRPORT DRIVE, ANN ARBOR MI 48108. PHONE
 NE1568'IS (313) 994-2841.
 NE1568'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1568'177) AND STATE STREET, IN SOUTHWEST ANN ARBOR, GO SOUTH FOR 0.8 KM
 NE1568'(0.50 MI) ON STATE STREET TO A STOPLIGHT AND A CROSSROAD.  TURN RIGHT
 NE1568'AND GO WEST FOR 0.5 KM (0.30 MI) ON ELLSWORTH ROAD TO A CROSSROAD.
 NE1568'TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON AIRPORT BOULEVARD TO A
 NE1568'CROSSROAD.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NE1568'ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN LEFT AND
 NE1568'GO SOUTHEAST FOR 75 METERS ACROSS THE APRON TO A TAXIWAY LEFT.  TURN
 NE1568'LEFT AND GO EAST FOR 0.1 KM (0.05 MI) ON THE TAXIWAY TO THE PARALLEL
 NE1568'TAXIWAY.  TURN LEFT AND GO NORTHEAST FOR 0.3 KM (0.20 MI) ON THE
 NE1568'PARALLEL TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE A CONNECTING
 NE1568'TAXIWAY RIGHT.
 NE1568'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1568'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 NE1568'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1568'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1568'LOCATED 52.2 M (171.3 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 NE1568'PAVED RUNWAY, 31.4 M (103.0 FT) NORTH FROM THE CENTER OF A 1.0 METER
 NE1568'ROUND METAL DRAIN COVER, 7.6 M (24.9 FT) SOUTHEAST FROM THE SOUTHEAST
 NE1568'EDGE OF THE PARALLEL TAXIWAY AND 4.6 M (15.1 FT) EAST-SOUTHEAST FROM
 NE1568'THE EAST CORNER OF A 0.4 METER SQUARE CONCRETE BASE FOR A TAXIWAY
 NE1568'LIGHT.
 NE1568'NOTE-CALL IN ADVANCE GATE WILL BE LOCKED, ALSO CONTACT CONTROL TOWER
 NE1568'AT AIRPORT (313) 769-1830.
 NE1568'DESCRIBED BY J.B. WARD.
 NE1568
 NE1568                          STATION RECOVERY (1990)
 NE1568
 NE1568'RECOVERED 1990
 NE1568'RECOVERED IN GOOD CONDITION.
 NE1568
 NE1568                          STATION RECOVERY (1993)
 NE1568
 NE1568'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1568'RECOVERED AS DESCRIBED.
 NE1568
 NE1568                          STATION RECOVERY (1993)
 NE1568
 NE1568'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1568'RECOVERED AS DESCRIBED.
 NE1568
 NE1568                          STATION RECOVERY (1999)
 NE1568
 NE1568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 NE1568'RECOVERED AS DESCRIBED. THIS STATION HAS BEEN DESIGNATED AS A SACS
 NE1568'(SECONDARY AIRPORT CONTROL STATION).
 NE1568
 NE1568                          STATION RECOVERY (2002)
 NE1568
 NE1568'RECOVERY NOTE BY US POWER SQUADRON 2002 (MD)
 NE1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0182 ***********************************************************************
 RJ0182  DESIGNATION -  ANTENNA USLS
 RJ0182  PID         -  RJ0182
 RJ0182  STATE/COUNTY-  MI/CHIPPEWA
 RJ0182  USGS QUAD   -  OAK RIDGE (1976)
 RJ0182
 RJ0182                         *CURRENT SURVEY CONTROL
 RJ0182  ___________________________________________________________________
 RJ0182* NAD 83(1986)-  46 17 04.     (N)    084 12 43.     (W)     SCALED    
 RJ0182* NAVD 88     -       178.729  (meters)     586.38   (feet)  ADJUSTED  
 RJ0182  ___________________________________________________________________
 RJ0182  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0182  DYNAMIC HT  -         178.739 (meters)     586.41  (feet)  COMP
 RJ0182  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RJ0182
 RJ0182  VERT ORDER  -  FIRST     CLASS 0
 RJ0182
 RJ0182.The horizontal coordinates were scaled from a topographic map and have
 RJ0182.an estimated accuracy of +/- 6 seconds.
 RJ0182
 RJ0182.The orthometric height was determined by differential leveling
 RJ0182.and adjusted by the National Geodetic Survey in June 1991..
 RJ0182
 RJ0182.The geoid height was determined by GEOID03.
 RJ0182
 RJ0182.The dynamic height is computed by dividing the NAVD 88
 RJ0182.geopotential number by the normal gravity value computed on the
 RJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0182.degrees latitude (g = 980.6199 gals.).
 RJ0182
 RJ0182.The modeled gravity was interpolated from observed gravity values.
 RJ0182
 RJ0182;                    North         East    Units  Estimated Accuracy
 RJ0182;SPC MI N     -   170,620.    8,214,800.      MT  (+/- 180 meters Scaled)
 RJ0182
 RJ0182                          SUPERSEDED SURVEY CONTROL
 RJ0182
 RJ0182.No superseded survey control is available for this station.
 RJ0182
 RJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147294(NAD 83)
 RJ0182_MARKER: B = BOLT
 RJ0182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0182_SP_SET: FOUNDATION
 RJ0182_MARK LOGO: USLS  
 RJ0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0182+STABILITY: SURFACE MOTION
 RJ0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0182+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 RJ0182
 RJ0182  HISTORY     - Date     Condition        Report By
 RJ0182  HISTORY     - 1969     MONUMENTED       USLS
 RJ0182  HISTORY     - 1969     GOOD             USLS
 RJ0182  HISTORY     - 1983     GOOD             NGS
 RJ0182  HISTORY     - 20050730 GOOD             NGS
 RJ0182
 RJ0182                          STATION DESCRIPTION
 RJ0182
 RJ0182'DESCRIBED BY US LAKE SURVEY 1969
 RJ0182'3.3 MI ESE FROM BARBEAU.
 RJ0182'ANTENNA IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.3 MILES EAST
 RJ0182'SOUTHEAST OF BARBEAU, 0.8 MILE SOUTH AND SOUTHEAST OF
 RJ0182'INTERSECTION OF NEEBISH AND RIVER ROADS, 0.14 MILE EAST OF
 RJ0182'INTERSECTION OF RIVER ROAD AND A DIRT ROAD LEADING TO COAST
 RJ0182'GUARD LOOKOUT TOWER NO. 4, 29.6 FEET NORTHWEST OF SOUTHWEST
 RJ0182'CORNER AND 26.0 FEET SOUTHWEST OF NORTHWEST CORNER OF TOWER
 RJ0182'FOUNDATION, ON NORTHEAST CORNER OF A 6 X 6 FOOT CONCRETE ANTENNA
 RJ0182'FOUNDATION, 0.3 FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST
 RJ0182'POINT ON TOP OF ANCHOR BOLT SET INTO THE FOUNDATION.
 RJ0182
 RJ0182                          STATION RECOVERY (1983)
 RJ0182
 RJ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0182'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0182'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU THENCE 1.3
 RJ0182'KM (0.8 MI) SOUTH ALONG SCENIC ROAD, THENCE 0.16 KM (0.1 MI) SOUTHEAST
 RJ0182'ALONG A DIRT AND ROCK WOODS ROAD TO THE AREA OF THE U.S. COAST GUARD
 RJ0182'STATION NUMBER 4, MARK IS THE HIGH POINT OF THE TOP OF AN ANCHOR BOLT
 RJ0182'AT THE NORTHEAST CORNER OF AN ABANDONED 6 BY 6 FOOT CONCRETE ABUTEMENT
 RJ0182'FOUNDATION, 9.0 METERS (29.6 FT) NORTHWEST OF THE SOUTHWEST CORNER OF
 RJ0182'THE USCG LOOKOUT TOWER, AND 7.9 METERS (26.0 FT) SOUTHWEST OF THE
 RJ0182'NORTHWEST CORNER OF THE LOOKOUT TOWER FOUNDATION.
 RJ0182'THE MARK IS 0.09 M ABOVE GROUND.
 RJ0182
 RJ0182                          STATION RECOVERY (2005)
 RJ0182
 RJ0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0182'MARK IS ON WEST OF 3 ANCHORS OF RADIO TOWER, AT NW OF 4 BOLTS IN NW
 RJ0182'QUADRANT OF 6' BY 6' FOUNDATION.  'ANTENNA USLS 1969' IS STAMPED INTO
 RJ0182'BASE PLATE OF BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0296 ***********************************************************************
 QL0296  DESIGNATION -  AP 1966 STA A
 QL0296  PID         -  QL0296
 QL0296  STATE/COUNTY-  MI/MENOMINEE
 QL0296  USGS QUAD   -  CHAPPEE RAPIDS (1975)
 QL0296
 QL0296                         *CURRENT SURVEY CONTROL
 QL0296  ___________________________________________________________________
 QL0296* NAD 83(1986)-  45 07 32.     (N)    087 37 58.     (W)     SCALED    
 QL0296* NAVD 88     -       184.384  (meters)     604.93   (feet)  ADJUSTED  
 QL0296  ___________________________________________________________________
 QL0296  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QL0296  DYNAMIC HT  -         184.366 (meters)     604.87  (feet)  COMP
 QL0296  MODELED GRAV-     980,516.6   (mgal)                       NAVD 88
 QL0296
 QL0296  VERT ORDER  -  FIRST     CLASS 0
 QL0296
 QL0296.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0296
 QL0296.The horizontal coordinates were scaled from a topographic map and have
 QL0296.an estimated accuracy of +/- 6 seconds.
 QL0296
 QL0296.The orthometric height was determined by differential leveling
 QL0296.and adjusted by the National Geodetic Survey in June 1991..
 QL0296
 QL0296.The geoid height was determined by GEOID03.
 QL0296
 QL0296.The dynamic height is computed by dividing the NAVD 88
 QL0296.geopotential number by the normal gravity value computed on the
 QL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0296.degrees latitude (g = 980.6199 gals.).
 QL0296
 QL0296.The modeled gravity was interpolated from observed gravity values.
 QL0296
 QL0296;                    North         East    Units  Estimated Accuracy
 QL0296;SPC MI N     -    38,240.    7,950,210.      MT  (+/- 180 meters Scaled)
 QL0296
 QL0296                          SUPERSEDED SURVEY CONTROL
 QL0296
 QL0296.No superseded survey control is available for this station.
 QL0296
 QL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ502970(NAD 83)
 QL0296_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0296_STAMPING: AP 1966 STA A
 QL0296_MARK LOGO: CGS   
 QL0296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0296+STABILITY: SURFACE MOTION
 QL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0296+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 QL0296
 QL0296  HISTORY     - Date     Condition        Report By
 QL0296  HISTORY     - 1966     MONUMENTED       CGS
 QL0296  HISTORY     - 1972     GOOD             NGS
 QL0296  HISTORY     - 1990     GOOD             USPSQD
 QL0296  HISTORY     - 19900811 GOOD             NGS
 QL0296  HISTORY     - 20010331 GOOD             NGS
 QL0296  HISTORY     - 20040425 GOOD             JCLS
 QL0296  HISTORY     - 20040426 GOOD             JCLS
 QL0296
 QL0296                          STATION DESCRIPTION
 QL0296
 QL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0296'AT MENOMINEE AIRPORT.
 QL0296'AT THE MENOMINEE AIRPORT, 0.1 MILE WEST ALONG A TAXI STRIP FROM
 QL0296'THE NEW ADMINISTRATION BUILDING, 156 FEET SOUTHEAST OF THE
 QL0296'NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY (RUNWAY 18-36),
 QL0296'245 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE
 QL0296'NORTH-SOUTH AND THE EAST-WEST RUNWAY, 123 1/2 FEET EAST OF THE
 QL0296'CENTER LINE OF THE NORTH-SOUTH RUNWAY, 1 FOOT BELOW THE LEVEL
 QL0296'OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0296'1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 34, T 32 N, R 27 W.
 QL0296
 QL0296                          STATION RECOVERY (1990)
 QL0296
 QL0296'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0296'RECOVERED IN GOOD CONDITION.
 QL0296
 QL0296                          STATION RECOVERY (1990)
 QL0296
 QL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0296'THIS STATION IS LOCATED AT THE MENOMINEE-MARINETTE TWIN COUNTY AIRPORT
 QL0296'NEAR THE TERMINAL BUILDING.  IT IS 212.1 FT (64.6 M) NORTH OF THE
 QL0296'EAST-WEST TAXIWAY THAT LEADS FROM THE TERMINAL RAMP TO THE REST OF THE
 QL0296'FIELD, 122.8 FT (37.4 M) EAST OF THE NORTH-SOUTH TAXIWAY THAT LEADS TO
 QL0296'RUNWAY END 21, AND 12 FT (3.7 M) NORTH OF THE NORTH EDGE EXTENDED OF
 QL0296'THE TERMINAL RAMP.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN
 QL0296'THE TOP OF A 8 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT
 QL0296'IS STAMPED AP 1966 STA A.
 QL0296
 QL0296                          STATION RECOVERY (2001)
 QL0296
 QL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0296'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0296
 QL0296                          STATION RECOVERY (2004)
 QL0296
 QL0296'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 QL0296'RECOVERED IN GOOD CONDITION.
 QL0296
 QL0296                          STATION RECOVERY (2004)
 QL0296
 QL0296'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 QL0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0297 ***********************************************************************
 QL0297  DESIGNATION -  AP 1966 STA B
 QL0297  PID         -  QL0297
 QL0297  STATE/COUNTY-  MI/MENOMINEE
 QL0297  USGS QUAD   -  MARINETTE WEST (1975)
 QL0297
 QL0297                         *CURRENT SURVEY CONTROL
 QL0297  ___________________________________________________________________
 QL0297* NAD 83(1986)-  45 07 02.     (N)    087 37 58.     (W)     SCALED    
 QL0297* NAVD 88     -       184.138  (meters)     604.13   (feet)  ADJUSTED  
 QL0297  ___________________________________________________________________
 QL0297  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0297  DYNAMIC HT  -         184.120 (meters)     604.07  (feet)  COMP
 QL0297  MODELED GRAV-     980,516.2   (mgal)                       NAVD 88
 QL0297
 QL0297  VERT ORDER  -  FIRST     CLASS 0
 QL0297
 QL0297.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0297
 QL0297.The horizontal coordinates were scaled from a topographic map and have
 QL0297.an estimated accuracy of +/- 6 seconds.
 QL0297
 QL0297.The orthometric height was determined by differential leveling
 QL0297.and adjusted by the National Geodetic Survey in June 1991..
 QL0297
 QL0297.The geoid height was determined by GEOID03.
 QL0297
 QL0297.The dynamic height is computed by dividing the NAVD 88
 QL0297.geopotential number by the normal gravity value computed on the
 QL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0297.degrees latitude (g = 980.6199 gals.).
 QL0297
 QL0297.The modeled gravity was interpolated from observed gravity values.
 QL0297
 QL0297;                    North         East    Units  Estimated Accuracy
 QL0297;SPC MI N     -    37,310.    7,950,200.      MT  (+/- 180 meters Scaled)
 QL0297
 QL0297                          SUPERSEDED SURVEY CONTROL
 QL0297
 QL0297  NGVD 29 (??/??/92)  184.158  (m)          604.19   (f) ADJ UNCH    1 0
 QL0297
 QL0297.Superseded values are not recommended for survey control.
 QL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0297.See file dsdata.txt to determine how the superseded data were derived.
 QL0297
 QL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ502961(NAD 83)
 QL0297_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0297_STAMPING: AP 1966 STA B
 QL0297_MARK LOGO: CGS   
 QL0297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0297+STABILITY: SURFACE MOTION
 QL0297
 QL0297  HISTORY     - Date     Condition        Report By
 QL0297  HISTORY     - 1966     MONUMENTED       CGS
 QL0297  HISTORY     - 1972     GOOD             NGS
 QL0297  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0297  HISTORY     - 19900811 GOOD             NGS
 QL0297  HISTORY     - 19901026 GOOD             USPSQD
 QL0297  HISTORY     - 20010331 GOOD             NGS
 QL0297
 QL0297                          STATION DESCRIPTION
 QL0297
 QL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0297'AT MENOMINEE AIRPORT.
 QL0297'AT MENOMINEE AIRPORT, ABOUT 0.5 MILE SOUTH OF THE NEW
 QL0297'ADMINISTRATION BUILDING, AT THE INTERSECTION OF THE NORTH-SOUTH
 QL0297'RUNWAY AND THE NORTHWEST-SOUTHEAST RUNWAY, (RUNWAYS 18-36 AND
 QL0297'14-32) 122 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 QL0297'NORTH-SOUTH RUNWAY, 125 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QL0297'NORTHWEST-SOUTHEAST RUNWAY, 124 FEET EAST OF THE CENTER LINE OF
 QL0297'THE NORTH-SOUTH RUNWAY, ABOUT LEVEL WITH THE RUNWAYS AND SET IN
 QL0297'THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 QL0297'SEC 34, T 32 N, R 27 W.
 QL0297
 QL0297                          STATION RECOVERY (1990)
 QL0297
 QL0297'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0297'MARK NOT FOUND.
 QL0297
 QL0297                          STATION RECOVERY (1990)
 QL0297
 QL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0297'THIS STATION IS LOCATED AT THE MENOMINEE-MARINETTE TWIN COUNTY AIRPORT
 QL0297'NEAR THE SOUTHEAST END OF THE FIELD, BETWEEN RUNWAY END 32 AND THE
 QL0297'SOUTH END OF THE NORTH-SOUTH TAXIWAY (OLD RUNWAY END 36) .  IT IS
 QL0297'158.47 FT (48.30 M) WEST OF THE C/L END RWY 32, 156.6 FT (47.7 M)
 QL0297'NORTHEAST OF THE CENTER OF THE SOUTH END OF THE NORTH-SOUTH TAXIWAY,
 QL0297'124.5 FT (37.9 M) SOUTHWEST OF THE C/L OF RUNWAY 14-32, AND 123.2 FT
 QL0297'(37.6 M) EAST OF THE C/L OF THE NORTH-SOUTH TAXIWAY.  THE STATION IS A
 QL0297'STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF AN 8 INCH SQUARE
 QL0297'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED AP 1966
 QL0297'STA B.
 QL0297
 QL0297                          STATION RECOVERY (1990)
 QL0297
 QL0297'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0297'RECOVERED IN GOOD CONDITION.
 QL0297
 QL0297                          STATION RECOVERY (2001)
 QL0297
 QL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0014 ***********************************************************************
 QM0014  CBN         -  This is a Cooperative Base Network Control Station.
 QM0014  PACS        -  This is a Primary Airport Control Station.
 QM0014  DESIGNATION -  AP 1966 STA B
 QM0014  PID         -  QM0014
 QM0014  STATE/COUNTY-  MI/DICKINSON
 QM0014  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0014
 QM0014                         *CURRENT SURVEY CONTROL
 QM0014  ___________________________________________________________________
 QM0014* NAD 83(1994)-  45 48 35.57536(N)    088 06 56.72017(W)     ADJUSTED  
 QM0014* NAVD 88     -       344.357  (meters)    1129.78   (feet)  ADJUSTED  
 QM0014  ___________________________________________________________________
 QM0014  X           -     146,439.591 (meters)                     COMP
 QM0014  Y           -  -4,451,304.489 (meters)                     COMP
 QM0014  Z           -   4,550,765.542 (meters)                     COMP
 QM0014  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 QM0014  ELLIP HEIGHT-         310.13  (meters)          (06/11/02) GPS OBS
 QM0014  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 QM0014  DYNAMIC HT  -         344.350 (meters)    1129.76  (feet)  COMP
 QM0014  MODELED GRAV-     980,584.2   (mgal)                       NAVD 88
 QM0014
 QM0014  HORZ ORDER  -  B
 QM0014  VERT ORDER  -  SECOND    CLASS 0
 QM0014  ELLP ORDER  -  FOURTH    CLASS I
 QM0014
 QM0014.This mark is at Ford Airport (IMT)
 QM0014
 QM0014.The horizontal coordinates were established by GPS observations
 QM0014.and adjusted by the National Geodetic Survey in September 1995..
 QM0014
 QM0014.The orthometric height was determined by differential leveling
 QM0014.and adjusted by the National Geodetic Survey in June 1991..
 QM0014.WARNING-GPS observations at this control monument resulted in a GPS
 QM0014.derived orthometric height which differed from the leveled height by
 QM0014.more than one decimeter (0.1 meter).
 QM0014
 QM0014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QM0014
 QM0014.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0014
 QM0014.The ellipsoidal height was determined by GPS observations
 QM0014.and is referenced to NAD 83.
 QM0014
 QM0014.The geoid height was determined by GEOID03.
 QM0014
 QM0014.The dynamic height is computed by dividing the NAVD 88
 QM0014.geopotential number by the normal gravity value computed on the
 QM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0014.degrees latitude (g = 980.6199 gals.).
 QM0014
 QM0014.The modeled gravity was interpolated from observed gravity values.
 QM0014
 QM0014;                    North         East     Units Scale Factor Converg.
 QM0014;SPC MI N     -   114,705.670 7,913,282.675   MT  0.99993705   -0 48 23.2
 QM0014;SPC MI N     -   376,330.94 25,962,213.50   iFT  0.99993705   -0 48 23.2
 QM0014;UTM  16      - 5,073,529.714   413,309.188   MT  0.99969239   -0 48 00.3
 QM0014
 QM0014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0014!SPC MI N     -   0.99995138  x   0.99993705  =   0.99988844
 QM0014!UTM  16      -   0.99995138  x   0.99969239  =   0.99964379
 QM0014
 QM0014:                Primary Azimuth Mark                     Grid Az
 QM0014:SPC MI N     -  IMT D                                    338 29 49.8
 QM0014:UTM  16      -  IMT D                                    338 29 26.9
 QM0014
 QM0014|---------------------------------------------------------------------|
 QM0014| PID    Reference Object                     Distance      Geod. Az  |
 QM0014|                                                           dddmmss.s |
 QM0014| AA8108 IMT D                               APPROX. 0.5 KM 3374126.6 |
 QM0014|---------------------------------------------------------------------|
 QM0014
 QM0014                          SUPERSEDED SURVEY CONTROL
 QM0014
 QM0014  ELLIP H (09/20/95)  310.10   (m)                       GP(       ) 1 2
 QM0014  NAD 83(1994)-  45 48 35.57556(N)    088 06 56.71704(W) AD(       ) 1
 QM0014  NAVD 88 (06/11/02)  344.36   (m)         1129.8    (f) LEVELING    3  
 QM0014  NAVD 88 (03/30/95)  344.36   (m)         1129.8    (f) LEVELING    3  
 QM0014  NGVD 29 (??/??/92)  344.370  (m)         1129.82   (f) ADJ UNCH    2 0
 QM0014
 QM0014.Superseded values are not recommended for survey control.
 QM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0014.See file dsdata.txt to determine how the superseded data were derived.
 QM0014
 QM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1330973530(NAD 83)
 QM0014_MARKER: DT = TOPOGRAPHIC STATION DISK
 QM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0014_STAMPING: AP 1966 STA B
 QM0014_MARK LOGO: CGS   
 QM0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0014+STABILITY: SURFACE MOTION
 QM0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0014+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 QM0014
 QM0014  HISTORY     - Date     Condition        Report By
 QM0014  HISTORY     - 1966     MONUMENTED       CGS
 QM0014  HISTORY     - 1966     GOOD             NGS
 QM0014  HISTORY     - 1971     GOOD             NGS
 QM0014  HISTORY     - 19910824 GOOD             NGS
 QM0014  HISTORY     - 19920414 SEE DESCRIPTION  MIDT
 QM0014  HISTORY     - 19930909 GOOD             LOCENG
 QM0014  HISTORY     - 19940628 GOOD             NGS
 QM0014  HISTORY     - 20010717 GOOD             MIDT
 QM0014
 QM0014                          STATION DESCRIPTION
 QM0014
 QM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QM0014'IN KINGSFORD.
 QM0014'THE MARK IS LOCATED ON THE SOUTH SIDE OF FORD AIRPORT NEAR THE
 QM0014'SOUTH END OF THE NORTH-SOUTH RUNWAY, 419.2 FEET NORTHWEST OF
 QM0014'THE SOUTH CENTERLINE AND END OF THE NORTH-SOUTH RUNWAY, 406.3
 QM0014'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE NORTH-SOUTH
 QM0014'RUNWAY, AND 125.0 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 QM0014'RUNWAY.  BENCH IS A 8 INCH SQUARE CONCRETE POST SET FLUSH
 QM0014'WITH THE GROUND.
 QM0014
 QM0014                          STATION RECOVERY (1971)
 QM0014
 QM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 QM0014'RECOVERED IN GOOD CONDITION.
 QM0014
 QM0014                          STATION RECOVERY (1991)
 QM0014
 QM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QM0014'STATION IS LOCATED NEAR THE SOUTH END OF RWY 1-19.  STATION IS 250.0
 QM0014'FT (76.2 M) S OF S EDGE OF TAXIWAY, 75.3 FT (23.0 M) W OF W EDGE OF
 QM0014'OLD RWY, 419.2 FT (127.8 M) N OF OLD CL END OF RWY.  TOPO DISK IN TOP
 QM0014'OF CONCRETE POST FLUSH WITH GROUND, STAMPED AP 1966 STA B.
 QM0014
 QM0014                          STATION RECOVERY (1992)
 QM0014
 QM0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QM0014'STATION IS LOCATED IN QUAD. 450881, ON THE GROUNDS OF THE FORD
 QM0014'AIRPORT, THE COUNTY AIRPORT IN DICKINSON COUNTY. IT IS IN SECTION 34,
 QM0014'T-40-N, R-31-W, ABOUT 2-1/2 MILES SOUTHWEST OF IRON MOUNTAIN, ABOUT
 QM0014'1-1/2 MILES WEST OF KINGSFORD,  AND ON THE IRON MOUNTAIN MICH-WIS.
 QM0014'QUADRANGLE MAP.
 QM0014' 
 QM0014'TO REACH FROM THE MAIN TERMINAL AT THE FORD AIRPORT GO SOUTH OUT OF
 QM0014'EAST SIDE OF PARKING LOT BEARING TO THE LEFT (EAST) AND THROUGH GATE
 QM0014'BEARING SOUTH ACROSS PAVEMENT AND PLANE PARKING TO N-S TAXIWAY. FOLLOW
 QM0014'TAXIWAY SOUTH TO CURVE EAST, AT END OF CURVE DRIVE OFF PAVEMENT
 QM0014'SOUTHEASTERLY ACROSS GRASS APPROXIMATELY 350 FEET (106.7 M) TO STATION
 QM0014'AS DESCRIBED.
 QM0014' 
 QM0014'STATION IS 75 FT (22.9 M) WEST OF THE WEST EDGE OF NORTH-SOUTH RUNWAY
 QM0014'EXTENTION, 250 FT (76.2 M) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, AND
 QM0014'1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. NOTE  THE NORTH 2
 QM0014'INCHES OF CONCRETE HAS BROKE AWAY FROM MONUMENT AS THOUGH SOMETHING
 QM0014'QUITE HEAVY MAY HAVE ROLLED OVER THE EDGE AT SOME POINT IN TIME.
 QM0014'MONUMENT IS STILL STABLE IN THE GROUND.
 QM0014
 QM0014                          STATION RECOVERY (1993)
 QM0014
 QM0014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLP)
 QM0014'STATION IS LOCATED AT THE FORD AIRPORT, CITY OF KINGSFORD, DISKINSON
 QM0014'COUNTY, MICHIGAN QUAD. 450881.  NOTE--ACCESS TO AIRPORT SHOULD BE
 QM0014'CLEARED WITH MR. WILLIAM MARCHETTI, AIRPORT MANAGER AT (906)744-2573.
 QM0014'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-95 (CARPENTER
 QM0014'AVENUE) AND WOODWARD AVENUE IN THE CITY OF KINGSFORD, PROCEED WEST ON
 QM0014'WOODWARD AVENUE FOR 3 MILES (4.8 KM) TO THE FORD AIRPORT. STATION IS
 QM0014'LOCATED ON THE SOUTH SIDE OF FORD AIRPORT NEAR THE SOUTH END OF THE
 QM0014'NORTH-SOUTH RUNWAY, 419.2 FEET (127.8 M) NORTHWEST OF THE SOUTH
 QM0014'CENTERLINE AND END OF THE NORTH-SOUTH RUNWAY, 406.3 FEET (123.8 M)
 QM0014'NORTHWEST OF THE SOUTHWEST CORNER OF THE NORTH-SOUTH RUNWAY, AND 125.0
 QM0014'FEET (38.1 M) WEST OF THE CENTERLINE OF THE NORTH-SOUTH RUNWAY,   A
 QM0014'8-INCH CONCRETE POST SET FLUSH WITH GROUND.
 QM0014
 QM0014                          STATION RECOVERY (1994)
 QM0014
 QM0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QM0014'NOTE--ESCORT MAY BE REQUIRED TO REACH STATION.  THE STATION IS LOCATED
 QM0014'ABOUT 3 KM (1.85 MI) WEST OF IRON MOUNTAIN, AT THE IRON
 QM0014'MOUNTAIN-KINGSFORD/FORD AIRPORT, NEAR THE SOUTH END OF RUNWAY 1, IN
 QM0014'SOUTH CENTRAL SECTION 34, T 39 N, R 19 E.  OWNERSHIP--DICKINSON
 QM0014'COUNTY, COUNTY COURTHOUSE, PO BOX 609, IRON MOUNTAIN MI 49801. AIRPORT
 QM0014'MANAGER IS WILLIAM MARCHETTI (AT COURTHOUSE) , PHONE 906-774-9617.  TO
 QM0014'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 QM0014'HIGHWAY 95 IN DOWNTOWN IRON MOUNTAIN, GO WEST ON HIGHWAY 95 (EAST
 QM0014'LUDINGTON STREET) FOR 0.20 KM (0.10 MI) TO A CROSS STREET.  TURN LEFT,
 QM0014'SOUTH, ON HIGHWAY 95 (CARPENTER AVENUE) FOR 1.39 KM (0.85 MI) TO A
 QM0014'CROSS STREET.  TURN RIGHT, WEST, ON WOODWARD AVENUE FOR 4.45 KM (2.75
 QM0014'MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, EAST, ON
 QM0014'ROAD FOR 0.05 MI (0.08 KM) TO A SECURITY GATE ON THE NORTHEAST SIDE OF
 QM0014'SUPERIOR AVIATION, INC.  HANGAR.  PASS THROUGH GATE AND CROSS RAMP TO
 QM0014'ECHO TAXI.  TURN RIGHT AND GO SOUTH, THEN EAST FOR 0.2 MI (0.3 KM) ON
 QM0014'ECHO TAXI TO THE SOUTH END OF RUNWAY 1-19. TURN RIGHT AND GO SOUTH ON
 QM0014'THE CLOSED PORTION OF RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON
 QM0014'RIGHT.  THE STATION IS RECESSED 3 CM BELOW GROUND.  IT IS 123.6 M
 QM0014'(405.5 FT) NORTH OF THE SOUTHWEST CORNER OF THE CLOSED PORTION OF
 QM0014'RUNWAY 1, 22.9 M (75.1 FT) WEST OF THE WEST EDGE OF THE CLOSED PORTION
 QM0014'OF RUNWAY, 76.3 M (250.3 FT) SOUTH OF THE SOUTH EDGE OF TAXI, 58.5 M
 QM0014'(191.9 FT) NORTH-NORTHWEST OF THE WEST ONE OF FIVE RUNWAY APPROACH
 QM0014'LIGHTS, 39.7 M (130.2 FT) WEST-SOUTHWEST OF THE WEST ONE OF FIVE
 QM0014'RUNWAY APPROACH LIGHTS AND 0.4 M (1.3 FT) SOUTH OF A FIBERGLASS
 QM0014'WITNESS POST.
 QM0014
 QM0014                          STATION RECOVERY (2001)
 QM0014
 QM0014'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QM0014'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 QM0014'BY NGS.
 QM0014' 
 QM0014'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3878 ***********************************************************************
 AA3878  SACS        -  This is a Secondary Airport Control Station.
 AA3878  DESIGNATION -  AP 1969 STA A2 BEH
 AA3878  PID         -  AA3878
 AA3878  STATE/COUNTY-  MI/BERRIEN
 AA3878  USGS QUAD   -  BENTON HEIGHTS (1970)
 AA3878
 AA3878                         *CURRENT SURVEY CONTROL
 AA3878  ___________________________________________________________________
 AA3878* NAD 83(1994)-  42 07 38.47430(N)    086 25 07.12853(W)     ADJUSTED  
 AA3878* NAVD 88     -       194.68   (meters)     638.7    (feet)  GPS OBS   
 AA3878  ___________________________________________________________________
 AA3878  X           -     295,940.130 (meters)                     COMP
 AA3878  Y           -  -4,728,389.235 (meters)                     COMP
 AA3878  Z           -   4,256,213.668 (meters)                     COMP
 AA3878  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AA3878  ELLIP HEIGHT-         161.00  (meters)          (07/31/02) GPS OBS
 AA3878  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 AA3878
 AA3878  HORZ ORDER  -  FIRST
 AA3878  ELLP ORDER  -  FOURTH    CLASS I
 AA3878
 AA3878.This mark is at Ross Fld-Twn Cities Airport (BEH)
 AA3878
 AA3878.The horizontal coordinates were established by GPS observations
 AA3878.and adjusted by the National Geodetic Survey in August 2000..
 AA3878
 AA3878.The orthometric height was determined by GPS observations and a
 AA3878.high-resolution geoid model.
 AA3878
 AA3878.GPS derived orthometric heights for airport stations designated as
 AA3878.PACS or SACS are published to 2 decimal places.  This maintains
 AA3878.centimeter relative accuracy between the PACS and SACS.  It does
 AA3878.not indicate centimeter accuracy relative to other marks which are
 AA3878.part of the NAVD 88 network.
 AA3878
 AA3878.Photographs are available for this station.
 AA3878
 AA3878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3878
 AA3878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3878
 AA3878.The ellipsoidal height was determined by GPS observations
 AA3878.and is referenced to NAD 83.
 AA3878
 AA3878.The geoid height was determined by GEOID03.
 AA3878
 AA3878;                    North         East     Units Scale Factor Converg.
 AA3878;SPC MI S     -    71,753.414 3,830,349.168   MT  0.99999364   -1 23 47.2
 AA3878;SPC MI S     -   235,411.46 12,566,762.36   iFT  0.99999364   -1 23 47.2
 AA3878;UTM  16      - 4,664,079.868   548,050.252   MT  0.99962841   +0 23 23.9
 AA3878
 AA3878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3878!SPC MI S     -   0.99997475  x   0.99999364  =   0.99996839
 AA3878!UTM  16      -   0.99997475  x   0.99962841  =   0.99960317
 AA3878
 AA3878                          SUPERSEDED SURVEY CONTROL
 AA3878
 AA3878  ELLIP H (07/17/02)  160.98   (m)                       GP(       ) 4 1
 AA3878  ELLIP H (08/28/00)  161.01   (m)                       GP(       ) 4 1
 AA3878  NAD 83(1994)-  42 07 38.47447(N)    086 25 07.12678(W) AD(       ) 1
 AA3878  NAD 83(1994)-  42 07 38.47610(N)    086 25 07.13671(W) AD(       ) 1
 AA3878
 AA3878.Superseded values are not recommended for survey control.
 AA3878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3878.See file dsdata.txt to determine how the superseded data were derived.
 AA3878
 AA3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4805064080(NAD 83)
 AA3878_MARKER: DT = TOPOGRAPHIC STATION DISK
 AA3878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3878_SP_SET: CONCRETE POST
 AA3878_STAMPING: AP 1969 STA A2 BEH
 AA3878_MARK LOGO: CGS   
 AA3878_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3878+STABILITY: SURFACE MOTION
 AA3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3878+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AA3878
 AA3878  HISTORY     - Date     Condition        Report By
 AA3878  HISTORY     - 1969     MONUMENTED       CGS
 AA3878  HISTORY     - 19900515 GOOD             NGS
 AA3878  HISTORY     - 19911107 GOOD             MIDT
 AA3878  HISTORY     - 20000728 GOOD             NGS
 AA3878
 AA3878                          STATION DESCRIPTION
 AA3878
 AA3878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 (HSK)
 AA3878'THE STATION IS LOCATED ON ROSS FIELD AT THE EAST END OF RUNWAY 9-27,
 AA3878'200.8 FT (61.2 M) EAST OF THE EAST EDGE OF TAXIWAY, 123.5 FT (37.6 M)
 AA3878'SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27, 99.5 FT (30.3 M) WEST OF THE
 AA3878'WEST EDGE OF TAXIWAY AND ON RANGE WITH THE FIRST SET OF RUNWAY LIGHTS
 AA3878'WEST OF RUNWAY END 27.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AA3878'STAMPED AP 1969 STA A2 BEH SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 AA3878'WITH THE GROUND.
 AA3878
 AA3878                          STATION RECOVERY (1991)
 AA3878
 AA3878'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 AA3878'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4,
 AA3878'SECTION 17, T-4-S, R-18-W, BENTON TOWNSHIP AND ON THE BENTON HEIGHTS
 AA3878'QUADRANGLE MAP.  IT IS IN BENTON HARBOR, ON THE PROPERTY OF TWIN
 AA3878'CITIES AIRPORT, MANAGER JOHN R.CHADDOCK AT 1123 TERRITORIAL ROAD, ROSS
 AA3878'FIELD, BENTON HARBOR, MICH, 49022.  PHONE (616) 927-3194. TO REACH THE
 AA3878'STATION FROM THE INTERSTATE HIGHWAY I-94 AND INTERSTATE HIGHWAY
 AA3878'BUSINESS LOOP I-94 INTO BENTON HARBOR, EXIT 33 ABOUT 3-1/2 MILES EAST
 AA3878'FROM BENTON HARBOR, GO WEST ON BUSINESS LOOP I-94 FOR 1.2 MI (1.9 KM)
 AA3878'TO CRYSTAL ROAD EXIT, FOLLOW EXIT RAMP WESTERLY 0.1 MI (0.2 KM) TO
 AA3878'CRYSTAL ROAD, TURN RIGHT ON CRYSTAL ROAD AND GO NORTH 0.15 MI (0.24
 AA3878'KM) TO FIRST STOP, TERRITORIAL ROAD, TURN LEFT ON TERRITORIAL ROAD AND
 AA3878'GO WEST FOR 0.35 MI (0.56 KM) TO A Y INTERSECTION AND STOP SIGN,
 AA3878'CONTINUE WEST ON TERRITORIAL ROAD FOR 0.25 MI (0.40 KM) TO AIRPORT
 AA3878'ENTRANCE ON RIGHT, TURN RIGHT INTO DRIVE AND GO NORTH 0.1 MI (0.2 KM)
 AA3878'TO ONE WAY SIGN AND DRIVE ON RIGHT, TURN RIGHT AND FOLLOW ONE WAY EAST
 AA3878'FOR ABOUT 600 FEET (182.9 M) TO A T LEFT, TURN LEFT AND GO NORTH ABOUT
 AA3878'150 FEET (45.7 M) TO DRIVE RIGHT, TURN RIGHT AND GO EAST ABOUT 200 FT
 AA3878'(61.0 M) TO DRIVE LEFT, TURN LEFT AND GO NORTH INTO DRIVE TO
 AA3878'MAINTANENCE HANGOR AND ENTRANCE ONTO AIRFIELD, CONTINUE NORTH FOR 0.1
 AA3878'MI (0.2 KM) TO EAST-WEST TAXIWAY, TURN RIGHT AND GO EAST FOR 0.4 MI
 AA3878'(0.6 KM) TO END OF TAXIWAY AND STATION ON LEFT. STATION IS FLUSH WITH
 AA3878'GROUND.  IT IS 200.8 FT (61.2 M) EAST FROM EAST EDGE OF CROSS TAXIWAY,
 AA3878'123.5 FT (37.6 M) SOUTH FROM SOUTH EDGE OF EAST-WEST RUNWAY 9-27, 99.5
 AA3878'FT (30.3 M) WEST FROM WEST EDGE OF CROSS TAXIWAY AND 2.0 FT (0.6 M)
 AA3878'EAST FROM CARSONITE WITNESS POST.
 AA3878
 AA3878                          STATION RECOVERY (2000)
 AA3878
 AA3878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA3878'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  NOTE--THIS STATION
 AA3878'IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9496 ***********************************************************************
 AC9496  SACS        -  This is a Secondary Airport Control Station.
 AC9496  DESIGNATION -  AP 1969 STA B2 BEH
 AC9496  PID         -  AC9496
 AC9496  STATE/COUNTY-  MI/BERRIEN
 AC9496  USGS QUAD   -  BENTON HEIGHTS (1970)
 AC9496
 AC9496                         *CURRENT SURVEY CONTROL
 AC9496  ___________________________________________________________________
 AC9496* NAD 83(1994)-  42 07 38.83944(N)    086 26 10.27577(W)     ADJUSTED  
 AC9496* NAVD 88     -       190.44   (meters)     624.8    (feet)  GPS OBS   
 AC9496  ___________________________________________________________________
 AC9496  X           -     294,491.870 (meters)                     COMP
 AC9496  Y           -  -4,728,468.918 (meters)                     COMP
 AC9496  Z           -   4,256,219.166 (meters)                     COMP
 AC9496  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AC9496  ELLIP HEIGHT-         156.74  (meters)          (07/31/02) GPS OBS
 AC9496  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 AC9496
 AC9496  HORZ ORDER  -  FIRST
 AC9496  ELLP ORDER  -  FOURTH    CLASS I
 AC9496
 AC9496.This mark is at Ross Fld-Twn Cities Airport (BEH)
 AC9496
 AC9496.The horizontal coordinates were established by GPS observations
 AC9496.and adjusted by the National Geodetic Survey in August 2000..
 AC9496
 AC9496.The orthometric height was determined by GPS observations and a
 AC9496.high-resolution geoid model.
 AC9496
 AC9496.GPS derived orthometric heights for airport stations designated as
 AC9496.PACS or SACS are published to 2 decimal places.  This maintains
 AC9496.centimeter relative accuracy between the PACS and SACS.  It does
 AC9496.not indicate centimeter accuracy relative to other marks which are
 AC9496.part of the NAVD 88 network.
 AC9496
 AC9496.Photographs are available for this station.
 AC9496
 AC9496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9496
 AC9496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9496
 AC9496.The ellipsoidal height was determined by GPS observations
 AC9496.and is referenced to NAD 83.
 AC9496
 AC9496.The geoid height was determined by GEOID03.
 AC9496
 AC9496;                    North         East     Units Scale Factor Converg.
 AC9496;SPC MI S     -    71,800.173 3,828,899.513   MT  0.99999361   -1 24 30.1
 AC9496;SPC MI S     -   235,564.87 12,562,006.28   iFT  0.99999361   -1 24 30.1
 AC9496;UTM  16      - 4,664,081.411   546,600.374   MT  0.99962672   +0 22 41.5
 AC9496
 AC9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9496!SPC MI S     -   0.99997542  x   0.99999361  =   0.99996903
 AC9496!UTM  16      -   0.99997542  x   0.99962672  =   0.99960215
 AC9496
 AC9496                          SUPERSEDED SURVEY CONTROL
 AC9496
 AC9496  ELLIP H (08/28/00)  156.75   (m)                       GP(       ) 4 1
 AC9496
 AC9496.Superseded values are not recommended for survey control.
 AC9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9496.See file dsdata.txt to determine how the superseded data were derived.
 AC9496
 AC9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4660064081(NAD 83)
 AC9496_MARKER: DT = TOPOGRAPHIC STATION DISK
 AC9496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9496_STAMPING: AP 1969 STA B2 BEH
 AC9496_MARK LOGO: CGS   
 AC9496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9496+STABILITY: SURFACE MOTION
 AC9496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9496+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AC9496
 AC9496  HISTORY     - Date     Condition        Report By
 AC9496  HISTORY     - 1969     MONUMENTED       CGS
 AC9496  HISTORY     - 19900523 GOOD             NGS
 AC9496  HISTORY     - 20000728 GOOD             NGS
 AC9496
 AC9496                          STATION DESCRIPTION
 AC9496
 AC9496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC9496'THE STATION IS LOCATED ON ROSS FIELD AT THE WEST END OF RUNWAYS 9-27,
 AC9496'123.8 FT (37.7 M) SOUTH OF THE SOUTH EDGE OF RUNWAY 9-27, 100.5 FT
 AC9496'(30.6 M) WEST OF THE WEST EDGE OF TAXIWAY, 99.8 FT (30.4 M) EAST OF
 AC9496'THE EAST EDGE OF TAXIWAY AND 76.1 FT (23.2 M) NORTH OF THE CENTER OF
 AC9496'GRATE IN CATCH BASIN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 AC9496'STAMPED AP 1969 STA B2 BEH AND SET IN THE TOP OF A CONCRETE MONUMENT
 AC9496'FLUSH WITH THE GROUND.
 AC9496
 AC9496                          STATION RECOVERY (2000)
 AC9496
 AC9496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AC9496'THE STATION IS LOCATED ON THE NORTH SIDE OF BENTON HARBOR, AT THE
 AC9496'SOUTHWEST MICHIGAN AIRPORT, AT THE WEST END OF THE AIRPORT IN A GRASS
 AC9496'AREA BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP--CITIES
 AC9496'OF BENTON HARBOR AND ST JOSEPH, 1123 TERRITORIAL RD., BENTON HARBOR,
 AC9496'MI.  49022.  AIRPORT MANAGER IS LEE SCHERWITZ, PHONE 616-927-3194.
 AC9496'ESCORT REQUIRED TO REACH THE STATION.  TO REACH FROM THE OVERPASS AT
 AC9496'THE JUNCTION OF INTERSTATE HIGHWAYS 94, 94 BUSINESS, AND U.S. HIGHWAY
 AC9496'31 (EXIT 33) ON THE NORTHEAST SIDE OF BENTON HARBOR, GO WEST ON
 AC9496'HIGHWAY 94 BUSINESS FOR 2.97 KM (1.85 MI) TO A CROSSROAD IN A CURVE.
 AC9496'TURN RIGHT, NORTH, ON URBANDALE AVENUE FOR 0.46 KM (0.30 MI) TO A
 AC9496'T-ROAD.  TURN LEFT, WEST, ON TERRITORIAL ROAD FOR 0.33 KM (0.20 MI) TO
 AC9496'THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT, NORTH, ON ROAD
 AC9496'FOR 0.27 KM (0.15 MI) TO A ROAD RIGHT.  TURN RIGHT, EAST, ON ROAD FOR
 AC9496'0.25 KM (0.15 MI) TO A GATE AND THE AIRPORT MAINTENANCE AND FIRE
 AC9496'FIGHTING BUILDING.  PASS THROUGH THE GATE AND CONTINUE EAST ON PAVED
 AC9496'ROAD FOR 0.25 KM (0.15 MI) TO A TAXIWAY LEFT. TURN LEFT AND GO NORTH
 AC9496'ON TAXIWAY FOR 0.6 KM (0.35 MI) TO A T-JUNCTION WITH A PARALLEL
 AC9496'TAXIWAY.  TURN LEFT AND GO WEST ON TAXIWAY AND CROSSING RUNWAY 18/36
 AC9496'FOR 2.65 KM (1.65 MI) TO JUST BEFORE THE END OF THE TAXIWAY AND THE
 AC9496'STATION ON THE RIGHT NEAR THE CENTER OF THE GRASS AREA.  THE STATION
 AC9496'IS A STANDARD CGS TOPOGRAPHIC STATION DISC SET IN THE TOP OF A SQUARE
 AC9496'CONCRETE MONUMENT.  IT IS 52.97 M (173.79 FT) SOUTH OF THE CENTERLINE
 AC9496'OF RUNWAY 9/27, 30.63 M (100.49 FT) WEST OF THE WEST EDGE OF A
 AC9496'CONNECTOR TAXIWAY, 30.42 M (99.80 FT) EAST OF THE EAST EDGE OF A
 AC9496'TAXIWAY, AND 23.20 M (76.12 FT) NORTH OF THE CENTER OF A GRATE IN A
 AC9496'CATCH BASIN.  NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AC9496'CONTROL (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0182 ***********************************************************************
 QL0182  DESIGNATION -  AP STA A
 QL0182  PID         -  QL0182
 QL0182  STATE/COUNTY-  MI/DELTA
 QL0182  USGS QUAD   -  ESCANABA (1985)
 QL0182
 QL0182                         *CURRENT SURVEY CONTROL
 QL0182  ___________________________________________________________________
 QL0182* NAD 83(1986)-  45 43 12.     (N)    087 05 12.     (W)     SCALED    
 QL0182* NAVD 88     -       180.410  (meters)     591.90   (feet)  ADJUSTED  
 QL0182  ___________________________________________________________________
 QL0182  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 QL0182  DYNAMIC HT  -         180.409 (meters)     591.89  (feet)  COMP
 QL0182  MODELED GRAV-     980,606.8   (mgal)                       NAVD 88
 QL0182
 QL0182  VERT ORDER  -  FIRST     CLASS 0
 QL0182
 QL0182.This mark is at Delta County Airport (ESC)
 QL0182
 QL0182.The horizontal coordinates were scaled from a topographic map and have
 QL0182.an estimated accuracy of +/- 6 seconds.
 QL0182
 QL0182.The orthometric height was determined by differential leveling
 QL0182.and adjusted by the National Geodetic Survey in June 1991..
 QL0182
 QL0182.The geoid height was determined by GEOID03.
 QL0182
 QL0182.The dynamic height is computed by dividing the NAVD 88
 QL0182.geopotential number by the normal gravity value computed on the
 QL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0182.degrees latitude (g = 980.6199 gals.).
 QL0182
 QL0182.The modeled gravity was interpolated from observed gravity values.
 QL0182
 QL0182;                    North         East    Units  Estimated Accuracy
 QL0182;SPC MI N     -   104,110.    7,993,250.      MT  (+/- 180 meters Scaled)
 QL0182
 QL0182                          SUPERSEDED SURVEY CONTROL
 QL0182
 QL0182.No superseded survey control is available for this station.
 QL0182
 QL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR932629(NAD 83)
 QL0182_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0182_STAMPING: AP 1966 STA A
 QL0182_MARK LOGO: CGS   
 QL0182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0182+STABILITY: SURFACE MOTION
 QL0182
 QL0182  HISTORY     - Date     Condition        Report By
 QL0182  HISTORY     - 1966     MONUMENTED       CGS
 QL0182  HISTORY     - 1972     GOOD             NGS
 QL0182  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0182  HISTORY     - 19900820 GOOD             NGS
 QL0182
 QL0182                          STATION DESCRIPTION
 QL0182
 QL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0182'AT ESCANABA.
 QL0182'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, ABOUT 206 YARDS
 QL0182'NORTH OF THE SOUTHEAST CORNER OF A NORTH-SOUTH RUNWAY, (RUNWAY
 QL0182'NO. 18-36), 151 FEET SOUTH OF THE EXTENDED CENTER LINE OF AN
 QL0182'EAST-WEST RUNWAY (RUNWAY NO. 9-27), 101 FEET EAST OF THE EAST
 QL0182'EDGE OF THE NORTH-SOUTH RUNWAY, 50 1/2 FEET SOUTHWEST OF THE
 QL0182'SOUTH ONE OF TWO RED 1 1/2-FOOT-BY 1-BY-6-FOOT BOX AND LIGHT,
 QL0182'ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 QL0182'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.  SEC 1,
 QL0182'T 38 N, R 23 W.
 QL0182
 QL0182                          STATION RECOVERY (1981)
 QL0182
 QL0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0182'MARK NOT FOUND.
 QL0182
 QL0182                          STATION RECOVERY (1990)
 QL0182
 QL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0182'THE STATION IS LOCATED ON THE EAST SIDE OF THE DELTA COUNTY AIRPORT,
 QL0182'652.0 FT (198.7 M) NORTHEAST OF THE CENTERLINE END RUNWAY 36, 181.30
 QL0182'FT (55.26 M) SOUTHEAST OF THE CENTERLINE END RUNWAY 27, 150.0 FT (45.7
 QL0182'M) EAST OF THE CENTERLINE OF RUNWAY 18-36, 150.5 FT (45.9 M) SOUTH OF
 QL0182'THE CENTERLINE EXTENDED RUNWAY 9-27 AND 4.5 FT (1.4 M) WEST OF THE
 QL0182'SOUTHERLY REIL LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC STATION
 QL0182'STAMPED AP 1966 STA A SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT
 QL0182'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0038 ***********************************************************************
 QJ0038  DESIGNATION -  AP STA A
 QJ0038  PID         -  QJ0038
 QJ0038  STATE/COUNTY-  MI/ALPENA
 QJ0038  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0038
 QJ0038                         *CURRENT SURVEY CONTROL
 QJ0038  ___________________________________________________________________
 QJ0038* NAD 83(1994)-  45 03 53.79308(N)    083 33 38.49081(W)     ADJUSTED  
 QJ0038* NAVD 88     -       207.188  (meters)     679.75   (feet)  ADJUSTED  
 QJ0038  ___________________________________________________________________
 QJ0038  X           -     506,091.782 (meters)                     COMP
 QJ0038  Y           -  -4,484,136.235 (meters)                     COMP
 QJ0038  Z           -   4,492,569.799 (meters)                     COMP
 QJ0038  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 QJ0038  ELLIP HEIGHT-         170.84  (meters)          (07/12/02) GPS OBS
 QJ0038  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QJ0038  DYNAMIC HT  -         207.172 (meters)     679.70  (feet)  COMP
 QJ0038  MODELED GRAV-     980,537.1   (mgal)                       NAVD 88
 QJ0038
 QJ0038  HORZ ORDER  -  FIRST
 QJ0038  VERT ORDER  -  SECOND    CLASS 0
 QJ0038  ELLP ORDER  -  FOURTH    CLASS I
 QJ0038
 QJ0038.This mark is at Alpena Airport (APN)
 QJ0038
 QJ0038.The horizontal coordinates were established by GPS observations
 QJ0038.and adjusted by the National Geodetic Survey in February 1997..
 QJ0038
 QJ0038.The orthometric height was determined by differential leveling
 QJ0038.and adjusted by the National Geodetic Survey in June 1991..
 QJ0038
 QJ0038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0038
 QJ0038.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0038
 QJ0038.The ellipsoidal height was determined by GPS observations
 QJ0038.and is referenced to NAD 83.
 QJ0038
 QJ0038.The geoid height was determined by GEOID03.
 QJ0038
 QJ0038.The dynamic height is computed by dividing the NAVD 88
 QJ0038.geopotential number by the normal gravity value computed on the
 QJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0038.degrees latitude (g = 980.6199 gals.).
 QJ0038
 QJ0038.The modeled gravity was interpolated from observed gravity values.
 QJ0038
 QJ0038;                    North         East     Units Scale Factor Converg.
 QJ0038;SPC MI C     -   194,583.806 6,063,470.288   MT  0.99991495   +0 34 09.6
 QJ0038;SPC MI C     -   638,398.31 19,893,275.22   iFT  0.99991495   +0 34 09.6
 QJ0038;UTM  17      - 4,993,354.825   298,406.489   MT  1.00009974   -1 48 48.0
 QJ0038
 QJ0038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0038!SPC MI C     -   0.99997322  x   0.99991495  =   0.99988817
 QJ0038!UTM  17      -   0.99997322  x   1.00009974  =   1.00007295
 QJ0038
 QJ0038                          SUPERSEDED SURVEY CONTROL
 QJ0038
 QJ0038  ELLIP H (02/03/97)  170.81   (m)                       GP(       ) 4 1
 QJ0038  NAD 83(1986)-  45 03 53.78466(N)    083 33 38.49289(W) AD(       ) 1
 QJ0038  NAVD 88 (09/29/94)  207.19   (m)          679.8    (f) LEVELING    3  
 QJ0038  NGVD 29 (??/??/92)  207.330  (m)          680.22   (f) ADJ UNCH    2 0
 QJ0038
 QJ0038.Superseded values are not recommended for survey control.
 QJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0038.See file dsdata.txt to determine how the superseded data were derived.
 QJ0038
 QJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9840693355(NAD 83)
 QJ0038_MARKER: DT = TOPOGRAPHIC STATION DISK
 QJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0038_SP_SET: CONCRETE POST
 QJ0038_STAMPING: AP 1966 STA A
 QJ0038_MARK LOGO: CGS   
 QJ0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0038+STABILITY: SURFACE MOTION
 QJ0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0038+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1992
 QJ0038
 QJ0038  HISTORY     - Date     Condition        Report By
 QJ0038  HISTORY     - 1966     MONUMENTED       CGS
 QJ0038  HISTORY     - 1984     GOOD             DMA
 QJ0038  HISTORY     - 19900818 GOOD             NGS
 QJ0038  HISTORY     - 19920502 GOOD             MIDT
 QJ0038  HISTORY     - 19990805 GOOD             USPSQD
 QJ0038
 QJ0038                          STATION DESCRIPTION
 QJ0038
 QJ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0038'6.5 MI W FROM ALPENA.
 QJ0038'THE STATION IS LOCATED AT PHELPS COLLINS AIRPORT 175.0 FT EAST
 QJ0038'OF THE INTERSECTION OF THE CENTERLINE OF RUNWAY END 36 AND THE
 QJ0038'END OF THE OVERRUN.  IT IS A STANDARD TOPOGRAPHIC DISK SET IN
 QJ0038'THE TOP OF A CONCRETE POST AND IS STAMPED AP 1966 STA A.
 QJ0038
 QJ0038                          STATION RECOVERY (1984)
 QJ0038
 QJ0038'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 QJ0038'RECOVERED IN GOOD CONDITION.
 QJ0038
 QJ0038                          STATION RECOVERY (1990)
 QJ0038
 QJ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0038'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE AIRPORT NEAR RWY
 QJ0038'END 1.  IT IS 175.0 FT (53.3 M) EAST OF THE CENTERLINE END OF RWY 1
 QJ0038'(ON RANGE WIT THE END) AND 51.6 FT (15.7 M) NORTHEAST OF THE
 QJ0038'OBSTRUCTION LIGHT AT THE ARRESTOR CABLE HOUSING.  THE STATION IS A
 QJ0038'STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE POST 0.5 FT
 QJ0038'(15.2 CM) BELOW THE GROUND SURFACE.
 QJ0038
 QJ0038                          STATION RECOVERY (1992)
 QJ0038
 QJ0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0038'STATION IS LOCATED IN QUAD 450833 AND ON THE LAKE WINYAH QUADRANGLE
 QJ0038'MAP. IT IS IIN THE SOUTHEAST 1/4 OF SECTION 22, T-31-N, R-7-E, MAPLE
 QJ0038'RIDGE TOWNSHIP, ABOUT 15 MILES (24.1 KM) SOUTHEAST OF POSEN, ABOUT 6.5
 QJ0038'MILES (10.5 KM) EAST OF ALPENA, AND ABOUT 6.5 MILES (10.5 KM)
 QJ0038'NORTHEAST OF HERRON, LOCATED ON THE PHELPS-COLLINS (ALPENA COUNTY
 QJ0038'REGIONAL) AIRPORT. CONTACT COMBAT READINESS TRAINING CENTER/OTM
 QJ0038'PHELPS-COLLINS, MIKE PREUSS AIRFIELD MANAGER AIR NATIONAL GUARD,
 QJ0038'ALPENA, MICHIGAN, 49707, PHONE 517-354-6509. TO REACH THE STATION FROM
 QJ0038'THE INTERSECTION OF STATE HIGHWAY M-32 AND AIRPORT ROAD, 6.8 MILES
 QJ0038'(10.9 KM) WEST OF ALPENA, GO NORTH ON AIRPORT ROAD FOR 0.5 MILES (0.8
 QJ0038'KM) TO GUARD ENTRANCE POST AND ESCORT TO STATION. STATION IS RECESSED
 QJ0038'1.0 FT (0.3 M) BELOW GROUND SURFACE.  IT IS 175.0 FT (53.3 M) EAST OF
 QJ0038'SOUTH END OF THE CENTER OF THE NORTH/SOUTH RUNWAY, 100.0 FT (30.5 M)
 QJ0038'EAST OF EAST EDGE OF NORTH/SOUTH RUNWAY, AND 48.5 FT (14.8 M)
 QJ0038'NORTHEAST OF THE NORTHEAST CORNER OF CONCRETE CABLE BUNKER.
 QJ0038
 QJ0038                          STATION RECOVERY (1999)
 QJ0038
 QJ0038'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0183 ***********************************************************************
 QL0183  DESIGNATION -  AP STA B
 QL0183  PID         -  QL0183
 QL0183  STATE/COUNTY-  MI/DELTA
 QL0183  USGS QUAD   -  ESCANABA (1985)
 QL0183
 QL0183                         *CURRENT SURVEY CONTROL
 QL0183  ___________________________________________________________________
 QL0183* NAD 83(1986)-  45 43 12.     (N)    087 06 08.     (W)     SCALED    
 QL0183* NAVD 88     -       181.128  (meters)     594.25   (feet)  ADJUSTED  
 QL0183  ___________________________________________________________________
 QL0183  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QL0183  DYNAMIC HT  -         181.127 (meters)     594.25  (feet)  COMP
 QL0183  MODELED GRAV-     980,607.4   (mgal)                       NAVD 88
 QL0183
 QL0183  VERT ORDER  -  FIRST     CLASS 0
 QL0183
 QL0183.This mark is at Delta County Airport (ESC)
 QL0183
 QL0183.The horizontal coordinates were scaled from a topographic map and have
 QL0183.an estimated accuracy of +/- 6 seconds.
 QL0183
 QL0183.The orthometric height was determined by differential leveling
 QL0183.and adjusted by the National Geodetic Survey in June 1991..
 QL0183
 QL0183.The geoid height was determined by GEOID03.
 QL0183
 QL0183.The dynamic height is computed by dividing the NAVD 88
 QL0183.geopotential number by the normal gravity value computed on the
 QL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0183.degrees latitude (g = 980.6199 gals.).
 QL0183
 QL0183.The modeled gravity was interpolated from observed gravity values.
 QL0183
 QL0183;                    North         East    Units  Estimated Accuracy
 QL0183;SPC MI N     -   104,110.    7,992,040.      MT  (+/- 180 meters Scaled)
 QL0183
 QL0183                          SUPERSEDED SURVEY CONTROL
 QL0183
 QL0183  NGVD 29 (??/??/92)  181.15   (m)          594.3    (f) COMPUTED    1 0
 QL0183
 QL0183.Superseded values are not recommended for survey control.
 QL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0183.See file dsdata.txt to determine how the superseded data were derived.
 QL0183
 QL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR920629(NAD 83)
 QL0183_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0183_STAMPING: AP 1966 STA B
 QL0183_MARK LOGO: CGS   
 QL0183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0183+STABILITY: SURFACE MOTION
 QL0183
 QL0183  HISTORY     - Date     Condition        Report By
 QL0183  HISTORY     - 1966     MONUMENTED       CGS
 QL0183  HISTORY     - 1972     GOOD             NGS
 QL0183  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0183  HISTORY     - 19900820 GOOD             NGS
 QL0183
 QL0183                          STATION DESCRIPTION
 QL0183
 QL0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0183'AT ESCANABA.
 QL0183'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, ABOUT 0.35 MILE
 QL0183'WEST ALONG THE EAST-WEST RUNWAY FROM THE TAXI STRIP FOR THE
 QL0183'AIRPORT, ABOUT 0.45 MILE EAST OF THE WEST END OF THE EAST-WEST
 QL0183'RUNWAY, 106 1/2 FEET SOUTHEAST OF THE 10 TH RUNWAY LIGHT WEST OF
 QL0183'THE TAXI STRIP, 150 1/2 FEET SOUTH OF THE CENTER LINE OF THE
 QL0183'RUNWAY, 58 FEET NORTH OF THE CENTER OF A DRAINAGE DITCH, 1 FOOT
 QL0183'BELOW THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE
 QL0183'POST 1/2 FOOT BELOW THE LEVEL OF THE GROUND.  SEC 1, T 38 N,
 QL0183'R 23 W.
 QL0183
 QL0183                          STATION RECOVERY (1981)
 QL0183
 QL0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0183'MARK NOT FOUND.
 QL0183
 QL0183                          STATION RECOVERY (1990)
 QL0183
 QL0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0183'THE STATION IS LOCATED AT THE WEST END OF THE DELTA COUNTY AIRPORT,
 QL0183'2384 FT (726.6 M) EAST OF THE CENTERLINE END OF RUNWAY 9, 162.3 FT
 QL0183'(49.5 M) WEST-SOUTHWEST OF THE THIRD RUNWAY LIGHT EAST OF THE SECOND
 QL0183'TAXIWAY EAST OF RUNWAY END 99, 75.4 FT (23.0 M) SOUTH-SOUTHEAST OF THE
 QL0183'SECOND RUNWAY LIGHT EAST OF THE SECOND TAXIWAY EAST OF RUNWAY END 9
 QL0183'AND 150.5 FT (45.9 M) SOUTH OF THE CENTERLINE OF RUNWAY 9-27.  THE
 QL0183'STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A 8 INCH
 QL0183'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1966 STA B.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0011 ***********************************************************************
 SG0011  DESIGNATION -  AP STA B
 SG0011  PID         -  SG0011
 SG0011  STATE/COUNTY-  MI/HOUGHTON
 SG0011  USGS QUAD   -  LAURIUM (1975)
 SG0011
 SG0011                         *CURRENT SURVEY CONTROL
 SG0011  ___________________________________________________________________
 SG0011* NAD 83(1986)-  47 09 52.     (N)    088 29 57.     (W)     SCALED    
 SG0011* NAVD 88     -       332.538  (meters)    1091.00   (feet)  ADJUSTED  
 SG0011  ___________________________________________________________________
 SG0011  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 SG0011  DYNAMIC HT  -         332.579 (meters)    1091.14  (feet)  COMP
 SG0011  MODELED GRAV-     980,728.5   (mgal)                       NAVD 88
 SG0011
 SG0011  VERT ORDER  -  SECOND    CLASS 0
 SG0011
 SG0011.This mark is at Houghton Co Mem Airport (CMX)
 SG0011
 SG0011.The horizontal coordinates were scaled from a topographic map and have
 SG0011.an estimated accuracy of +/- 6 seconds.
 SG0011
 SG0011.The orthometric height was determined by differential leveling
 SG0011.and adjusted by the National Geodetic Survey in June 1991..
 SG0011
 SG0011.The geoid height was determined by GEOID03.
 SG0011
 SG0011.The dynamic height is computed by dividing the NAVD 88
 SG0011.geopotential number by the normal gravity value computed on the
 SG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0011.degrees latitude (g = 980.6199 gals.).
 SG0011
 SG0011.The modeled gravity was interpolated from observed gravity values.
 SG0011
 SG0011;                    North         East    Units  Estimated Accuracy
 SG0011;SPC MI N     -   265,730.    7,886,330.      MT  (+/- 180 meters Scaled)
 SG0011
 SG0011                          SUPERSEDED SURVEY CONTROL
 SG0011
 SG0011  NGVD 29 (??/??/92)  332.534  (m)         1090.99   (f) ADJ UNCH    2 0
 SG0011
 SG0011.Superseded values are not recommended for survey control.
 SG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0011.See file dsdata.txt to determine how the superseded data were derived.
 SG0011
 SG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT863245(NAD 83)
 SG0011_MARKER: DT = TOPOGRAPHIC STATION DISK
 SG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0011_STAMPING: AP 1962 STA B
 SG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0011+STABILITY: SURFACE MOTION
 SG0011
 SG0011  HISTORY     - Date     Condition        Report By
 SG0011  HISTORY     - 1962     MONUMENTED       CGS
 SG0011  HISTORY     - 1968     GOOD             LOCENG
 SG0011
 SG0011                          STATION DESCRIPTION
 SG0011
 SG0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SG0011'5.5 MI NE FROM HANCOCK.
 SG0011'AT HOUGHTON COUNTY MEMORIAL AIRPORT, 50 FEET SOUTHWEST OF THE
 SG0011'SOUTHWEST CORNER OF RUNWAY END 13.  A STANDARD TOPOGRAPHIC DISK
 SG0011'STAMPED AP 1962 STA B AND SET IN THE TOP OF A CONCRETE POST FLUSH
 SG0011'WITH THE GROUND.
 SG0011
 SG0011                          STATION RECOVERY (1968)
 SG0011
 SG0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SG0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0184 ***********************************************************************
 QL0184  DESIGNATION -  AP STA D
 QL0184  PID         -  QL0184
 QL0184  STATE/COUNTY-  MI/DELTA
 QL0184  USGS QUAD   -  ESCANABA (1985)
 QL0184
 QL0184                         *CURRENT SURVEY CONTROL
 QL0184  ___________________________________________________________________
 QL0184* NAD 83(1986)-  45 43 13.     (N)    087 06 42.     (W)     SCALED    
 QL0184* NAVD 88     -       184.772  (meters)     606.21   (feet)  ADJUSTED  
 QL0184  ___________________________________________________________________
 QL0184  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 QL0184  DYNAMIC HT  -         184.771 (meters)     606.20  (feet)  COMP
 QL0184  MODELED GRAV-     980,607.9   (mgal)                       NAVD 88
 QL0184
 QL0184  VERT ORDER  -  FIRST     CLASS 0
 QL0184
 QL0184.This mark is at Delta County Airport (ESC)
 QL0184
 QL0184.The horizontal coordinates were scaled from a topographic map and have
 QL0184.an estimated accuracy of +/- 6 seconds.
 QL0184
 QL0184.The orthometric height was determined by differential leveling
 QL0184.and adjusted by the National Geodetic Survey in June 1991..
 QL0184
 QL0184.The geoid height was determined by GEOID03.
 QL0184
 QL0184.The dynamic height is computed by dividing the NAVD 88
 QL0184.geopotential number by the normal gravity value computed on the
 QL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0184.degrees latitude (g = 980.6199 gals.).
 QL0184
 QL0184.The modeled gravity was interpolated from observed gravity values.
 QL0184
 QL0184;                    North         East    Units  Estimated Accuracy
 QL0184;SPC MI N     -   104,140.    7,991,310.      MT  (+/- 180 meters Scaled)
 QL0184
 QL0184                          SUPERSEDED SURVEY CONTROL
 QL0184
 QL0184  NGVD 29 (??/??/92)  184.79   (m)          606.3    (f) COMPUTED    1 0
 QL0184
 QL0184.Superseded values are not recommended for survey control.
 QL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0184.See file dsdata.txt to determine how the superseded data were derived.
 QL0184
 QL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR913629(NAD 83)
 QL0184_MARKER: DS = TRIANGULATION STATION DISK
 QL0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0184_STAMPING: AP 1917 STA D
 QL0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0184+STABILITY: SURFACE MOTION
 QL0184
 QL0184  HISTORY     - Date     Condition        Report By
 QL0184  HISTORY     - 1917     MONUMENTED       CGS
 QL0184  HISTORY     - 1972     GOOD             NGS
 QL0184  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0184
 QL0184                          STATION DESCRIPTION
 QL0184
 QL0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0184'AT ESCANABA.
 QL0184'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, AT THE WEST
 QL0184'END OF THE EAST-WEST RUNWAY (RUNWAY 9-27), 151 FEET SOUTH OF THE
 QL0184'CENTER LINE OF THE RUNWAY, DIRECTLY IN LINE WITH THE EXTENDED
 QL0184'WEST END OF THE RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN
 QL0184'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 QL0184'OF THE GROUND.  SEC 2, T 38 N, R 23 W.
 QL0184
 QL0184                          STATION RECOVERY (1981)
 QL0184
 QL0184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8097 ***********************************************************************
 AA8097  CBN         -  This is a Cooperative Base Network Control Station.
 AA8097  PACS        -  This is a Primary Airport Control Station.
 AA8097  DESIGNATION -  APN C
 AA8097  PID         -  AA8097
 AA8097  STATE/COUNTY-  MI/ALPENA
 AA8097  USGS QUAD   -  LAKE WINYAH (1971)
 AA8097
 AA8097                         *CURRENT SURVEY CONTROL
 AA8097  ___________________________________________________________________
 AA8097* NAD 83(1994)-  45 04 17.71557(N)    083 33 53.09278(W)     ADJUSTED  
 AA8097* NAVD 88     -       208.11   (meters)     682.8    (feet)  GPS OBS   
 AA8097  ___________________________________________________________________
 AA8097  X           -     505,715.810 (meters)                     COMP
 AA8097  Y           -  -4,483,653.140 (meters)                     COMP
 AA8097  Z           -   4,493,092.015 (meters)                     COMP
 AA8097  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AA8097  ELLIP HEIGHT-         171.73  (meters)          (07/12/02) GPS OBS
 AA8097  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 AA8097
 AA8097  HORZ ORDER  -  B
 AA8097  ELLP ORDER  -  FOURTH    CLASS II
 AA8097
 AA8097.This mark is at Alpena Airport (APN)
 AA8097
 AA8097.The horizontal coordinates were established by GPS observations
 AA8097.and adjusted by the National Geodetic Survey in September 1995..
 AA8097
 AA8097.The orthometric height was determined by GPS observations and a
 AA8097.high-resolution geoid model.
 AA8097
 AA8097.GPS derived orthometric heights for airport stations designated as
 AA8097.PACS or SACS are published to 2 decimal places.  This maintains
 AA8097.centimeter relative accuracy between the PACS and SACS.  It does
 AA8097.not indicate centimeter accuracy relative to other marks which are
 AA8097.part of the NAVD 88 network.
 AA8097
 AA8097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8097
 AA8097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8097
 AA8097.The ellipsoidal height was determined by GPS observations
 AA8097.and is referenced to NAD 83.
 AA8097
 AA8097.The geoid height was determined by GEOID03.
 AA8097
 AA8097;                    North         East     Units Scale Factor Converg.
 AA8097;SPC MI C     -   195,319.036 6,063,143.581   MT  0.99991520   +0 33 59.3
 AA8097;SPC MI C     -   640,810.49 19,892,203.35   iFT  0.99991520   +0 33 59.3
 AA8097;UTM  17      - 4,994,103.140   298,110.577   MT  1.00010120   -1 48 59.1
 AA8097
 AA8097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8097!SPC MI C     -   0.99997308  x   0.99991520  =   0.99988828
 AA8097!UTM  17      -   0.99997308  x   1.00010120  =   1.00007427
 AA8097
 AA8097                          SUPERSEDED SURVEY CONTROL
 AA8097
 AA8097  ELLIP H (09/20/95)  171.73   (m)                       GP(       ) 1 2
 AA8097
 AA8097.Superseded values are not recommended for survey control.
 AA8097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8097.See file dsdata.txt to determine how the superseded data were derived.
 AA8097
 AA8097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9811194103(NAD 83)
 AA8097_MARKER: I = METAL ROD
 AA8097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8097_STAMPING: APN C 1994
 AA8097_MARK LOGO: NGS   
 AA8097_PROJECTION: FLUSH
 AA8097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8097+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8097_ROD/PIPE-DEPTH: 17.7 meters
 AA8097_SLEEVE-DEPTH  : 1.2 meters
 AA8097
 AA8097  HISTORY     - Date     Condition        Report By
 AA8097  HISTORY     - 1994     MONUMENTED       NGS
 AA8097  HISTORY     - 19990805 GOOD             USPSQD
 AA8097
 AA8097                          STATION DESCRIPTION
 AA8097
 AA8097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8097'NOTE--ESCORT REQUIRED TO DRIVE TO STATION.  CAN WALK TO STATION
 AA8097'THROUGH GATE AT TERMINAL BUILDING WITH MANAGERS PERMISSION.  STATION
 AA8097'IS LOCATED ABOUT 11 KM (6.85 MI) WEST OF ALPENA, AT THE ALPENA COUNTY
 AA8097'REGIONAL AIRPORT, ABOUT 200 M (656.2 FT) NORTHEAST OF THE TERMINAL
 AA8097'BUILDING, BETWEEN ECHO TAXI AND THE ASOS WEATHER STATION, IN NORTH
 AA8097'CENTRAL SECTION 22, T 31 N, R 7 E.  OWNERSHIP--COUNTY OF ALPENA,
 AA8097'AIRPORT ROAD, ALPENA, MI 49707.  AIRPORT MANAGER IS ALAN MROZINSKI,
 AA8097'PHONE 517-354-2907.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 23
 AA8097'AND STATE HIGHWAY 32 IN DOWNTOWN ALPENA, GO WEST ON HIGHWAY 32 FOR
 AA8097'10.73 KM (6.65 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON
 AA8097'AIRPORT ROAD FOR 0.88 KM (0.55 MI) TO A DOUBLE ROAD RIGHT AT CURVE
 AA8097'LEFT.  BEAR RIGHT, NORTHEAST, ON ROAD FOR 0.14 KM (0.10 MI) TO THE
 AA8097'TERMINAL BUILDING.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS
 AA8097'28.7 M (94.2 FT) EAST OF THE EDGE OF ECHO TAXI, 19.0 M (62.3 FT) WEST
 AA8097'OF THE ASOS MAST, 12.8 M (42.0 FT) WEST OF THE RAIN GAUGE, AND 48.4 M
 AA8097'(158.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ILLUMINATED
 AA8097'CIVIL SIGN.  DESCRIBED BY G.R.  HEID.
 AA8097
 AA8097                          STATION RECOVERY (1999)
 AA8097
 AA8097'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1121 ***********************************************************************
 OJ1121  DESIGNATION -  APPIN 2
 OJ1121  PID         -  OJ1121
 OJ1121  STATE/COUNTY-  MI/HURON
 OJ1121  USGS QUAD   -  UBLY (1963)
 OJ1121
 OJ1121                         *CURRENT SURVEY CONTROL
 OJ1121  ___________________________________________________________________
 OJ1121* NAD 83(1994)-  43 41 11.46402(N)    082 59 52.28432(W)     ADJUSTED  
 OJ1121* NAVD 88     -       256.9    (meters)     843.     (feet)  VERTCON   
 OJ1121  ___________________________________________________________________
 OJ1121  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OJ1121  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ1121
 OJ1121  HORZ ORDER  -  THIRD
 OJ1121
 OJ1121.The horizontal coordinates were established by classical geodetic methods
 OJ1121.and adjusted by the National Geodetic Survey in February 1997..
 OJ1121.No horizontal observational check was made to the station.
 OJ1121
 OJ1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1121
 OJ1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1121
 OJ1121.The geoid height was determined by GEOID03.
 OJ1121
 OJ1121;                    North         East     Units Scale Factor Converg.
 OJ1121;SPC MI S     -   243,781.213 4,110,359.095   MT  1.00000480   +0 55 53.5
 OJ1121;SPC MI S     -   799,807.13 13,485,430.10   iFT  1.00000480   +0 55 53.5
 OJ1121;UTM  17      - 4,838,995.460   338,981.116   MT  0.99991891   -1 22 48.9
 OJ1121
 OJ1121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1121!SPC MI S     -   0.99996511  x   1.00000480  =   0.99996991
 OJ1121!UTM  17      -   0.99996511  x   0.99991891  =   0.99988402
 OJ1121
 OJ1121|---------------------------------------------------------------------|
 OJ1121| PID    Reference Object                     Distance      Geod. Az  |
 OJ1121|                                                           dddmmss.s |
 OJ1121| OJ1123 APPIN 2 RM 4                          8.638 METERS 09139     |
 OJ1121| OJ0914 APPIN                               395.133 METERS 09458     |
 OJ1121| OJ1122 APPIN 2 AZ MK                       319.852 METERS 17844     |
 OJ1121| OJ1124 APPIN 2 RM 5                         10.272 METERS 18532     |
 OJ1121|---------------------------------------------------------------------|
 OJ1121
 OJ1121                          SUPERSEDED SURVEY CONTROL
 OJ1121
 OJ1121  NAD 83(1986)-  43 41 11.45364(N)    082 59 52.30833(W) AD(       ) 3
 OJ1121  NGVD 29 (09/03/91)  257.0    (m)          843.     (f) VERT ANG       
 OJ1121
 OJ1121.Superseded values are not recommended for survey control.
 OJ1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1121.See file dsdata.txt to determine how the superseded data were derived.
 OJ1121
 OJ1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3898138995(NAD 83)
 OJ1121_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1121_SP_SET: CONCRETE POST
 OJ1121_STAMPING: APPIN 2 1906 1982
 OJ1121_MARK LOGO: NGS   
 OJ1121_PROJECTION: PROJECTING 10 CENTIMETERS
 OJ1121_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1121+STABILITY: POSITION/ELEVATION WELL
 OJ1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1121+SATELLITE: SATELLITE OBSERVATIONS - 1982
 OJ1121
 OJ1121  HISTORY     - Date     Condition        Report By
 OJ1121  HISTORY     - 1982     MONUMENTED       NGS
 OJ1121  HISTORY     - 19820621 GOOD             NGS
 OJ1121  HISTORY     - 19991120 GOOD             USPSQD
 OJ1121
 OJ1121                          STATION DESCRIPTION
 OJ1121
 OJ1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OJ1121'THE STATION IS LOCATED IN QUAD. 430824, ABOUT 6.4 KM (4.0 MI)
 OJ1121'SOUTHWEST OF UBLY, IN SECTION 31, T. 15 N., R. 13 E., BINGHAM TOWNSHIP
 OJ1121'AND ON PROPERTY OF MR. GENE STAMBAUH, PHONE NO. 517-685-8817 WHO LINE
 OJ1121'JUST SOUTH OF THE STATION IN THE MOBLE HOME.  HIS MAILING ADDRESS IS,
 OJ1121'BAD AXE ROAD, UBLY, MICHIGAN 48475.
 OJ1121'TO REACH THE STATION FROM THE POST OFFICE IN UBLY GO SOUTH ON BARFIELD
 OJ1121'STREET FOR 0.08 KM (0.05 MI) TO ITS JUNCTION WITH MAIN STREET.  TURN
 OJ1121'RIGHT AND GO WEST ON MAIN STREET FOR 0.8 KM (0.5 MI) TO ITS JUNCTION
 OJ1121'WITH STATE HIGHWAY 19, WHICH IS WASHINGTON STREET.  CONTINUE WEST ON
 OJ1121'MAIN STREET WHICH TURNS INTO ATWATER ROAD FOR 4.88 KM (3.03 MI) TO
 OJ1121'ITS JUNCTION WITH BAD AXE ROAD.  TURN LEFT AND GO SOUTH ON BAD AXE
 OJ1121'ROAD FOR 2.48 KM (1.54 MI) TO THE STATION ON THE LEFT AS DESCRIBED.
 OJ1121'THE STATION IS SET PROJECTING 0.12 M (0.39 FT) ABOVE THE GROUND.  IT
 OJ1121'IS LOCATED 13.411 M (43.999 FT) EAST FROM THE APPROXIMATE CENTER OF
 OJ1121'BAD AXE ROAD, 1.219 M (3.999 FT) EAST FROM A FENCE CORNER AND 0.305 M
 OJ1121'(1.001 FT) SOUTH FROM A WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ1121'1.1 M (3.6 FT) BELOW THE SURFACE.
 OJ1121'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1121'A TRAVERSE CONNECTION WAS MADE TO STATION APPIN USLS 1906 AND TO
 OJ1121'STATION APPIN 2 AZIMUTH 1982 USING ELECTRONIC DISTANCE MEASURING
 OJ1121'EQUIPMENT.
 OJ1121'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ1121
 OJ1121                          STATION RECOVERY (1982)
 OJ1121
 OJ1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1121'THE STATION IS LOCATED ABOUT 4.0 MILES (6.4 KM) SOUTHWEST OF UBLY, IN
 OJ1121'SECTION 31, T 15 N, R 13 E, BINGHAM TOWNSHIP AND ON PROPERTY OF MR
 OJ1121'GENE STAMBAUGH, WHO LIVES JUST SOUTH OF THE STATION IN THE MOBILE
 OJ1121'HOME.  HIS MAILING ADDRESS IS MR GENE STAMBAUGH, BAD AXE RD, UBLY,
 OJ1121'MICHIGAN 48475.
 OJ1121' 
 OJ1121'TO REACH THE STATION FROM THE POST OFFICE IN UBLY, MICHIGAN ZIP CODE
 OJ1121'48475, GO SOUTH ON GARFIELD STREET FOR 0.05 MILE (0.08 KM) TO ITS
 OJ1121'JUNCTION WITH MAIN STREET.  TURN RIGHT AND GO WEST ON MAIN STREET FOR
 OJ1121'0.5 MILES (0.8 KM) TO ITS JUNCTION WITH STATE HIGHWAY 19 (WHICH IS
 OJ1121'WASHINGTON STREET) . CONTINUE WEST ON MAIN STREET WHICH TURNS INTO
 OJ1121'ATWATER ROAD FOR 3.05 MILES (4.91 KM) TO ITS JUNCTION WITH BAD AXE
 OJ1121'ROAD.  TURN LEFT AND GO SOUTH ON BAD AXE ROAD FOR 1.55 MILES (2.49 KM)
 OJ1121'TO THE STATION ON THE LEFT AS DESCRIBED.
 OJ1121' 
 OJ1121'THE STATION IS A STANDARD NGS DISK STAMPED---APPIN USLS 2 1906
 OJ1121'1982---,
 OJ1121'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (32 CM) IN
 OJ1121'DIAMETER, PROJECTING 4 INCHES ABOVE THE GROUND.  THE STATION IS
 OJ1121'LOCATED 13.411 METERS (43.999 FT) EAST FROM THE APPROXIMATE CENTER OF
 OJ1121'BAD AXE ROAD, 1.219 METERS (3.999 FT) EAST FROM A FENCE CORNER AND
 OJ1121'0.305 METERS (1.001 FT) SOUTH FROM A WITNESS POST.
 OJ1121' 
 OJ1121'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--APPIN USLS 2 NO 4
 OJ1121'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 OJ1121'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 22.007
 OJ1121'METERS (72.201 FT) EAST FROM THE APPROXIMATE CENTER OF BAD AXE ROAD,
 OJ1121'0.305 M (1.001 FT) SOUTH FROM A WITNESS POST AND 9.754 METERS (32.001
 OJ1121'FT) EAST FROM A FENCE CORNER, AND 0.15 METERS (0.49 FT) LOWER THAN THE
 OJ1121'STATION.
 OJ1121' 
 OJ1121'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--APPIN USLS 2 NO 5
 OJ1121'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 OJ1121'(32 CM) IN DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 12.192
 OJ1121'METERS 40.000 FT) EAST FROM THE APPROXIMATE CENTER OF BAD AXE ROAD,
 OJ1121'10.790 METERS (35.400 FT) SOUTH FROM A FENCE CORNER AND 0.305 METERS
 OJ1121'(1.001 FT) WEST FROM A WITNESS POST AND 0.8 METER (2.6 FT) LOWER THAN
 OJ1121'THE STATION.
 OJ1121' 
 OJ1121'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--APPIN USLS 2 1982-,
 OJ1121'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (32 CM),
 OJ1121'FLUSH WITH THE SURFACE OF THE GROUND.  LOCATED 56.0 FT (17.1 M) EAST
 OJ1121'FROM THE APPROXIMATE CENTER OF BAD AXE ROAD, 1.0 FOOT (0.3 M) WEST
 OJ1121'FROM A UTILITY POLE AND 1.0 FOOT (0.3 M) EAST FROM A WITNESS POST.  A
 OJ1121'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION APPIN USLS 2
 OJ1121'1906 1982 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  TO REACH THE
 OJ1121'AZIMUTH MARK FROM THE STATION APPIN 2, CONTINUE SOUTH ON BAD AXE ROAD
 OJ1121'FOR 0.2 MILE (0.32 KM) TO THE MARK ON THE LEFT AS DESCRIBED.
 OJ1121' 
 OJ1121'
 OJ1121
 OJ1121                          STATION RECOVERY (1999)
 OJ1121
 OJ1121'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1122 ***********************************************************************
 OJ1122  DESIGNATION -  APPIN 2 AZ MK
 OJ1122  PID         -  OJ1122
 OJ1122  STATE/COUNTY-  MI/HURON
 OJ1122  USGS QUAD   -  UBLY (1963)
 OJ1122
 OJ1122                         *CURRENT SURVEY CONTROL
 OJ1122  ___________________________________________________________________
 OJ1122* NAD 83(1994)-  43 41 01.10289(N)    082 59 51.96831(W)     ADJUSTED  
 OJ1122* NAVD 88     -       258.5    (meters)     848.     (feet)  VERTCON   
 OJ1122  ___________________________________________________________________
 OJ1122  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 OJ1122  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ1122
 OJ1122  HORZ ORDER  -  THIRD
 OJ1122
 OJ1122.The horizontal coordinates were established by classical geodetic methods
 OJ1122.and adjusted by the National Geodetic Survey in February 1997..
 OJ1122.No horizontal observational check was made to the station.
 OJ1122
 OJ1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1122
 OJ1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1122
 OJ1122.The geoid height was determined by GEOID03.
 OJ1122
 OJ1122;                    North         East     Units Scale Factor Converg.
 OJ1122;SPC MI S     -   243,461.595 4,110,371.371   MT  1.00000410   +0 55 53.7
 OJ1122;SPC MI S     -   798,758.51 13,485,470.38   iFT  1.00000410   +0 55 53.7
 OJ1122;UTM  17      - 4,838,675.635   338,980.490   MT  0.99991891   -1 22 48.4
 OJ1122
 OJ1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1122!SPC MI S     -   0.99996486  x   1.00000410  =   0.99996896
 OJ1122!UTM  17      -   0.99996486  x   0.99991891  =   0.99988377
 OJ1122
 OJ1122                          SUPERSEDED SURVEY CONTROL
 OJ1122
 OJ1122  NAD 83(1986)-  43 41 01.09252(N)    082 59 51.99248(W) AD(       ) 3
 OJ1122  NGVD 29 (09/03/91)  258.6    (m)          848.     (f) VERT ANG       
 OJ1122
 OJ1122.Superseded values are not recommended for survey control.
 OJ1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1122.See file dsdata.txt to determine how the superseded data were derived.
 OJ1122
 OJ1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3898038676(NAD 83)
 OJ1122_MARKER: DZ = AZIMUTH MARK DISK
 OJ1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1122_SP_SET: CONCRETE POST
 OJ1122_STAMPING: APPIN 2 1982
 OJ1122_MARK LOGO: NGS   
 OJ1122_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1122+STABILITY: POSITION/ELEVATION WELL
 OJ1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1122+SATELLITE: SATELLITE OBSERVATIONS - 1982
 OJ1122
 OJ1122  HISTORY     - Date     Condition        Report By
 OJ1122  HISTORY     - 1982     MONUMENTED       NGS
 OJ1122  HISTORY     - 19991120 GOOD             USPSQD
 OJ1122
 OJ1122                          STATION DESCRIPTION
 OJ1122
 OJ1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OJ1122'THE STATION IS LOCATED IN QUAD 430824, ABOUT 6.4 KM (4.0 MI) SOUTHWEST
 OJ1122'OF UBLY, MICHIGAN, IS SECTION 31, T. 15 N., R. 13 E., BINGHAM
 OJ1122'TOWNSHIP AND ON PROPERTY OF MR. GENE STAMBAUGH, BAD AXE ROAD, UBLY,
 OJ1122'MICHIGAN 48475, PHONE NO. 517 685-8817, WHO LIVES JUST SOUTH OF THE
 OJ1122'STATION.
 OJ1122'TO REACH THE STATION FROM THE POST OFFICE IN UBLY, GO SOUTH ON
 OJ1122'GARFIELD STREET FOR 0.08 KM (0.05 MI) TO ITS JUNCTION WITH MAIN
 OJ1122'STREET.  TURN RIGHT AND GO SEST ON MAIN STREET FOR 0.8 KM (0.5 MI) TO
 OJ1122'ITS JUNCTION WITH STATE HIGHWAY 19, WHICH IS WASHINGTON STREET.
 OJ1122'CONTINUE WEST ON MAIN STREET WHICH TURNS INTO ATWATER ROAD FOR 4.88
 OJ1122'KM (3.03 MI) TO ITS JUNCTION WITH BAD AXE ROAD.  TURN LEFT AND GO
 OJ1122'SOUTH ON BAD AXE ROAD FOR 3.12 KM (1.94 MI) TO THE STATION OF THE
 OJ1122'LEFT BY A UTILITY POLE AS DESCRIBED.
 OJ1122'THE STATION IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 17.069 M
 OJ1122'(56.001 FT) EAST FROM THE APPROXIMATE CENTER OF BAD AXE ROAD, 0.305 M
 OJ1122'(1.001 FT) WEST FROM A TILITY POLE AND 0.305 M (1.001 FT) EAST FROM A
 OJ1122'WITNESS POST.
 OJ1122'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION APPIN USLS 2
 OJ1122'1906 1982 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OJ1122'HEIGHT OF TARGET SHOWN ABOVE MARK WAS 1.5 M (4.9 FT) .
 OJ1122'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ1122
 OJ1122                          STATION RECOVERY (1999)
 OJ1122
 OJ1122'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0751 ***********************************************************************
 OJ0751  DESIGNATION -  APPLEGATE AZ MK
 OJ0751  PID         -  OJ0751
 OJ0751  STATE/COUNTY-  MI/SANILAC
 OJ0751  USGS QUAD   -  CROSWELL (1976)
 OJ0751
 OJ0751                         *CURRENT SURVEY CONTROL
 OJ0751  ___________________________________________________________________
 OJ0751* NAD 83(1994)-  43 21 22.80853(N)    082 36 34.07934(W)     ADJUSTED  
 OJ0751* NAVD 88     -       247.6    (meters)     812.     (feet)  VERTCON   
 OJ0751  ___________________________________________________________________
 OJ0751  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OJ0751  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ0751
 OJ0751  HORZ ORDER  -  SECOND
 OJ0751
 OJ0751.The horizontal coordinates were established by classical geodetic methods
 OJ0751.and adjusted by the National Geodetic Survey in February 1997..
 OJ0751
 OJ0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0751
 OJ0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0751
 OJ0751.The geoid height was determined by GEOID03.
 OJ0751
 OJ0751;                    North         East     Units Scale Factor Converg.
 OJ0751;SPC MI S     -   207,687.432 4,142,434.236   MT  0.99994068   +1 11 45.0
 OJ0751;SPC MI S     -   681,389.21 13,590,663.50   iFT  0.99994068   +1 11 45.0
 OJ0751;UTM  17      - 4,801,644.308   369,574.651   MT  0.99980925   -1 06 18.4
 OJ0751
 OJ0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0751!SPC MI S     -   0.99996659  x   0.99994068  =   0.99990727
 OJ0751!UTM  17      -   0.99996659  x   0.99980925  =   0.99977584
 OJ0751
 OJ0751                          SUPERSEDED SURVEY CONTROL
 OJ0751
 OJ0751  NAD 83(1986)-  43 21 22.79602(N)    082 36 34.10469(W) AD(       ) 2
 OJ0751  NAD 27      -  43 21 22.70614(N)    082 36 34.36058(W) AD(       ) 2
 OJ0751  NGVD 29 (07/19/86)  247.7    (m)          813.     (f) VERT ANG       
 OJ0751
 OJ0751.Superseded values are not recommended for survey control.
 OJ0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0751.See file dsdata.txt to determine how the superseded data were derived.
 OJ0751
 OJ0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6957501644(NAD 83)
 OJ0751_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0751_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0751
 OJ0751  HISTORY     - Date     Condition        Report By
 OJ0751  HISTORY     - 1977     MONUMENTED       NGS
 OJ0751  HISTORY     - 19940728 GOOD             USPSQD
 OJ0751
 OJ0751                          STATION DESCRIPTION
 OJ0751
 OJ0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0751'THE STATION IS LOCATED IN SANILAC TOWNSHIP, 3-1/4 MILES WEST
 OJ0751'OF LAKE HURON, 2 MILES EAST OF APPLEGATE, AND IN SECTION
 OJ0751'29, T11N, R16E.
 OJ0751'
 OJ0751'TO REACH THE STATION FROM THE APPLEGATE POST OFFICE, GO SOUTH
 OJ0751'1/2 BLOCK TO A CROSSROAD, (APPLEGATE ROAD).
 OJ0751'TURN LEFT, EAST, ON APPLEGATE ROAD FOR 1.5 MILES TO SLIGHT
 OJ0751'RIDGE AND THE STATION ON THE LEFT.
 OJ0751'
 OJ0751'AZIMUTH MARK, STAMPED---APPLEGATE 1908 1976---, IS A STANDARD
 OJ0751'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0751'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF,
 OJ0751'AND 2 FEET HIGHER THAN THE HIGHWAY AND 8 FEET EAST OF A METAL
 OJ0751'WITNESS POST.
 OJ0751'
 OJ0751'AN EDM TRAVERSE TIE WAS MADE TO STATION APPLEGATE USLS.
 OJ0751'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0751'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0751'DESCRIBED BY G.R.HEID, G.F.SMITH
 OJ0751
 OJ0751                          STATION RECOVERY (1994)
 OJ0751
 OJ0751'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0752 ***********************************************************************
 OJ0752  DESIGNATION -  APPLEGATE AZ MK 2
 OJ0752  PID         -  OJ0752
 OJ0752  STATE/COUNTY-  MI/SANILAC
 OJ0752  USGS QUAD   -  CROSWELL (1976)
 OJ0752
 OJ0752                         *CURRENT SURVEY CONTROL
 OJ0752  ___________________________________________________________________
 OJ0752* NAD 83(1994)-  43 21 22.04402(N)    082 36 34.37984(W)     ADJUSTED  
 OJ0752* NAVD 88     -       247.5    (meters)     812.     (feet)  VERTCON   
 OJ0752  ___________________________________________________________________
 OJ0752  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OJ0752  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ0752
 OJ0752  HORZ ORDER  -  SECOND
 OJ0752
 OJ0752.The horizontal coordinates were established by classical geodetic methods
 OJ0752.and adjusted by the National Geodetic Survey in February 1997..
 OJ0752
 OJ0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0752
 OJ0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0752
 OJ0752.The geoid height was determined by GEOID03.
 OJ0752
 OJ0752;                    North         East     Units Scale Factor Converg.
 OJ0752;SPC MI S     -   207,663.704 4,142,427.963   MT  0.99994065   +1 11 44.8
 OJ0752;SPC MI S     -   681,311.36 13,590,642.92   iFT  0.99994065   +1 11 44.8
 OJ0752;UTM  17      - 4,801,620.854   369,567.432   MT  0.99980927   -1 06 18.6
 OJ0752
 OJ0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0752!SPC MI S     -   0.99996660  x   0.99994065  =   0.99990725
 OJ0752!UTM  17      -   0.99996660  x   0.99980927  =   0.99977588
 OJ0752
 OJ0752                          SUPERSEDED SURVEY CONTROL
 OJ0752
 OJ0752  NAD 83(1986)-  43 21 22.03151(N)    082 36 34.40519(W) AD(       ) 2
 OJ0752  NAD 27      -  43 21 21.94163(N)    082 36 34.66108(W) AD(       ) 2
 OJ0752  NGVD 29 (07/19/86)  247.6    (m)          812.     (f) VERT ANG       
 OJ0752
 OJ0752.Superseded values are not recommended for survey control.
 OJ0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0752.See file dsdata.txt to determine how the superseded data were derived.
 OJ0752
 OJ0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6956701621(NAD 83)
 OJ0752_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0752_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0752
 OJ0752  HISTORY     - Date     Condition        Report By
 OJ0752  HISTORY     - 1977     MONUMENTED       NGS
 OJ0752  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0752
 OJ0752                          STATION DESCRIPTION
 OJ0752
 OJ0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0752'THE STATION IS LOCATED IN SANILAC TOWNSHIP, 3-1/4 MILES WEST
 OJ0752'OF LAKE HURON, 2 MILES EAST OF APPLEGATE, AND IN SECTION
 OJ0752'29, T11N, R16E.
 OJ0752'
 OJ0752'TO REACH THE STATION FROM THE APPLEGATE POST OFFICE, GO SOUTH
 OJ0752'1/2 BLOCK TO A CROSSROAD, (APPLEGATE ROAD).
 OJ0752'TURN LEFT, EAST, ON APPLEGATE ROAD FOR 1.5 MILES TO SLIGHT
 OJ0752'RIDGE AND THE STATION ON THE RIGHT.
 OJ0752'
 OJ0752'AZIMUTH MARK 2, STAMPED---APPLEGATE 1908 NO 2 1976---, IS A
 OJ0752'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0752'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS DUE
 OJ0752'SOUTH OF A UTILITY POLE IN THE FIELD ACROSS THE HIGHWAY, 40
 OJ0752'FEET SOUTH OF AND 3 FEET HIGHER THAN THE HIGHWAY AND 5 FEET
 OJ0752'EAST OF A METAL WITNESS POST.
 OJ0752'
 OJ0752'AN EDM TRAVERSE TIE WAS MADE TO STATION APPLEGATE USLS.
 OJ0752'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0752'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0752'DESCRIBED BY G.R.HEID, G.F.SMITH
 OJ0752
 OJ0752                          STATION RECOVERY (1994)
 OJ0752
 OJ0752'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0747 ***********************************************************************
 OJ0747  DESIGNATION -  APPLEGATE RESET
 OJ0747  PID         -  OJ0747
 OJ0747  STATE/COUNTY-  MI/SANILAC
 OJ0747  USGS QUAD   -  CROSWELL (1976)
 OJ0747
 OJ0747                         *CURRENT SURVEY CONTROL
 OJ0747  ___________________________________________________________________
 OJ0747* NAD 83(1994)-  43 21 29.43007(N)    082 35 57.59968(W)     ADJUSTED  
 OJ0747* NAVD 88     -       254.6    (meters)     835.     (feet)  VERTCON   
 OJ0747  ___________________________________________________________________
 OJ0747  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 OJ0747  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ0747
 OJ0747  HORZ ORDER  -  FIRST
 OJ0747
 OJ0747.The horizontal coordinates were established by classical geodetic methods
 OJ0747.and adjusted by the National Geodetic Survey in February 1997..
 OJ0747
 OJ0747.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0747
 OJ0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0747
 OJ0747.The geoid height was determined by GEOID03.
 OJ0747
 OJ0747;                    North         East     Units Scale Factor Converg.
 OJ0747;SPC MI S     -   207,908.915 4,143,251.202   MT  0.99994094   +1 12 09.8
 OJ0747;SPC MI S     -   682,115.86 13,593,343.84   iFT  0.99994094   +1 12 09.8
 OJ0747;UTM  17      - 4,801,832.788   370,399.741   MT  0.99980661   -1 05 53.5
 OJ0747
 OJ0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0747!SPC MI S     -   0.99996549  x   0.99994094  =   0.99990643
 OJ0747!UTM  17      -   0.99996549  x   0.99980661  =   0.99977211
 OJ0747
 OJ0747|---------------------------------------------------------------------|
 OJ0747| PID    Reference Object                     Distance      Geod. Az  |
 OJ0747|                                                           dddmmss.s |
 OJ0747| CH0739 APPLEGATE RM 3                      185.136 METERS 15412     |
 OJ0747| CH0740 APPLEGATE RM 4                      172.510 METERS 18712     |
 OJ0747| OJ0752 APPLEGATE AZ MK 2                   APPROX. 0.9 KM 2543657.5 |
 OJ0747| OJ0751 APPLEGATE AZ MK                     APPROX. 0.8 KM 2560203.2 |
 OJ0747|---------------------------------------------------------------------|
 OJ0747
 OJ0747                          SUPERSEDED SURVEY CONTROL
 OJ0747
 OJ0747  NAD 83(1986)-  43 21 29.41748(N)    082 35 57.62501(W) AD(       ) 1
 OJ0747  NAD 27      -  43 21 29.32737(N)    082 35 57.88201(W) AD(       ) 1
 OJ0747  NGVD 29 (07/19/86)  254.7    (m)          836.     (f) VERT ANG       
 OJ0747
 OJ0747.Superseded values are not recommended for survey control.
 OJ0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0747.See file dsdata.txt to determine how the superseded data were derived.
 OJ0747
 OJ0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7040001833(NAD 83)
 OJ0747_MARKER: I = METAL ROD
 OJ0747_SETTING: 0 = UNSPECIFIED SETTING
 OJ0747
 OJ0747  HISTORY     - Date     Condition        Report By
 OJ0747  HISTORY     - 1977     MONUMENTED       NGS
 OJ0747  HISTORY     - 1980     GOOD             MIDH
 OJ0747  HISTORY     - 19940728 GOOD             USPSQD
 OJ0747
 OJ0747                          STATION DESCRIPTION
 OJ0747
 OJ0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0747'THE SURFACE MARK WAS FOUND DESTROYED, REFERENCE MARKS 1 AND 2
 OJ0747'WERE NOT RECOVERED.  THE UNDERGROUND STATION MARK WAS FOUND
 OJ0747'IN GOOD CONDITION.  A NEW SURFACE STATION MARK,
 OJ0747'REFERENCE MARKS 3 AND 4, AND AZIMUTH MARKS 1 AND 2
 OJ0747'WERE ESTABLISHED AT THIS TIME.  DUE TO DEEP SNOW DRIFTS,
 OJ0747'TERRAIN MAY NOT BE DESCRIBED CORRECTLY.  TAPED DISTANCES
 OJ0747'WERE MEASURED DURING VERY COLD WEATHER, THEREFORE DISTANCES
 OJ0747'MAY BE LONGER THAN ACTUALLY MEASURED.  A COMPLETE NEW
 OJ0747'DESCRIPTION FOLLOWS.
 OJ0747'
 OJ0747'THE STATION IS LOCATED IN SANILAC TOWNSHIP, 3-1/4 MILES WEST
 OJ0747'OF LAKE HURON, 2 MILES EAST OF APPLEGATE, 600 FEET NORTH OF
 OJ0747'APPLEGATE ROAD, ON A SMALL KNOLL ABOUT 15 FEET HIGHER THAN THE
 OJ0747'IMMEDIATE AREA, ON PROPERTY OWNED AND OCCUPIED BY MR. CHESTER
 OJ0747'FAIRMAN, APPLEGATE, MICHIGAN, PHONE 313-633-9919.  IT IS IN
 OJ0747'SOUTH CENTRAL SECTION 29, T11N, R16E.
 OJ0747'
 OJ0747'TO REACH THE STATION FROM THE APPLEGATE POST OFFICE, GO SOUTH
 OJ0747'1/2 BLOCK TO A CROSSROAD, (APPLEGATE ROAD).
 OJ0747'TURN LEFT, EAST, ON APPLEGATE ROAD FOR 1.5 MILES TO SLIGHT
 OJ0747'RIDGE AND AZIMUTH MARKS ON EACH SIDE OF THE ROAD.  CONTINUE
 OJ0747'EAST ON HIGHWAY FOR 0.45 MILE TO REFERENCE MARK 4 ON THE
 OJ0747'LEFT.  CONTINUE EAST ON HIGHWAY FOR 0.1 MILE TO
 OJ0747'REFERENCE MARK 3 ON THE LEFT.  CONTINUE
 OJ0747'EAST FOR 0.05 MILE TO DRIVEWAY ON THE LEFT.  TURN LEFT, NORTH,
 OJ0747'PASSING EAST OF MR. FAIRMANS HOUSE FOR 150 FEET TO A BARN ON
 OJ0747'THE LEFT.  BEAR LEFT, WEST, FOR 100 FEET, PASSING SOUTH OF
 OJ0747'BARN THEN NORTHWEST, DOWN HILL, ACROSS GRASSY AREA FOR 300
 OJ0747'FEET TO AN OLD FENCE LINE.  CONTINUE NORTHWEST, UPHILL,
 OJ0747'ACROSS CULTIVATED FIELD FOR 300 FEET TO TOP OF KNOLL AND
 OJ0747'THE STATION.
 OJ0747'
 OJ0747'THE STATION, NO STAMPING, IS A 1/2-INCH IRON ROD OF
 OJ0747'UNKNOWN LENGTH SET
 OJ0747'FLUSH IN CONCRETE. IT IS SURROUNDED BY THREE 1/4-INCH RODS
 OJ0747'PROJECTING 1/2-INCH AND SET 3 INCHES FROM THE STATION.
 OJ0747'AND IS 12 INCHES BELOW THE GROUND SURFACE.  IT IS 231.5 FEET
 OJ0747'WEST OF THE OLD FENCE LINE, 191 FEET SOUTHEAST OF A 6 FOOT
 OJ0747'DIRT PILE.
 OJ0747'
 OJ0747'REFERENCE MARK 3, STAMPED---APPLEGATE 1908 RM 3 1976---, IS A
 OJ0747'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0747'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS LOCATED AT
 OJ0747'A FENCE CORNER, 607.5 FEET FROM THE STATION, 5.5 FEET EAST
 OJ0747'OF A METAL WITNESS POST, 3.5 FEET NORTHWEST OF A UTILITY POLE
 OJ0747'43 FEET NORTH OF AND 3 FEET LOWER THAN THE HIGHWAY.
 OJ0747'
 OJ0747'REFERENCE MARK 4, STAMPED---APPLEGATE 1908 RM 4 1976---, IS A
 OJ0747'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0747'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 566.3 FEET FROM
 OJ0747'THE STATION. 39.5 FEET NORTH OF AND 3 FEET LOWER THAN THE
 OJ0747'HIGHWAY, 4 FEET NORTHWEST OF A METAL WITNESS POST AND 2.5 FEET
 OJ0747'NORTHEAST OF A UTILITY POLE.
 OJ0747'
 OJ0747'AZIMUTH MARK, STAMPED---APPLEGATE 1908 1976---, IS A STANDARD
 OJ0747'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0747'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 38 FEET NORTH OF,
 OJ0747'AND 2 FEET HIGHER THAN THE HIGHWAY AND 8 FEET EAST OF A METAL
 OJ0747'WITNESS POST.
 OJ0747'
 OJ0747'AZIMUTH MARK 2, STAMPED---APPLEGATE 1908 NO 2 1976---, IS A
 OJ0747'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0747'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS DUE
 OJ0747'SOUTH OF A UTILITY POLE IN THE FIELD ACROSS THE HIGHWAY, 40
 OJ0747'FEET SOUTH OF AND 3 FEET HIGHER THAN THE HIGHWAY AND 5 FEET
 OJ0747'EAST OF A METAL WITNESS POST.
 OJ0747'
 OJ0747'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0747'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 23.9 METERS.
 OJ0747'DESCRIBED BY G.R.HEID, G.F.SMITH
 OJ0747
 OJ0747                          STATION RECOVERY (1980)
 OJ0747
 OJ0747'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0747'THE STATION IS IN GOOD CONDITION AS DESCRIBED.  STATION IS ALSO ON
 OJ0747'LINE BETWEEN EAST PEAK OF OLD WOOD BARN ON COMPASS BEARING S70 W AND
 OJ0747'NORTHWEST CORNER OF WOOD BARN ON COMPASS BEARING N70 E.
 OJ0747'
 OJ0747'REFERENCE MARK 3 IS IN GOOD CONDITION AS DESCRIBED.
 OJ0747'
 OJ0747'REFERENCE MARK 4 IS IN GOOD CONDITION AS DESCRIBED AND ANGLE BETWEEN
 OJ0747'REFERENCE MARKS AGREE WITH ORIGINAL DATA.
 OJ0747'
 OJ0747'AZIMUTH MARKS ARE IN GOOD CONDITION.
 OJ0747
 OJ0747                          STATION RECOVERY (1994)
 OJ0747
 OJ0747'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0747'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1071 ***********************************************************************
 OJ1071  DESIGNATION -  APPOLD
 OJ1071  PID         -  OJ1071
 OJ1071  STATE/COUNTY-  MI/BAY
 OJ1071  USGS QUAD   -  BAY CITY (1973)
 OJ1071
 OJ1071                         *CURRENT SURVEY CONTROL
 OJ1071  ___________________________________________________________________
 OJ1071* NAD 83(1994)-  43 33 37.51613(N)    083 57 51.32334(W)     ADJUSTED  
 OJ1071* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 OJ1071  ___________________________________________________________________
 OJ1071  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 OJ1071  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ1071
 OJ1071  HORZ ORDER  -  FIRST
 OJ1071
 OJ1071.The horizontal coordinates were established by classical geodetic methods
 OJ1071.and adjusted by the National Geodetic Survey in February 1997..
 OJ1071
 OJ1071.The orthometric height was scaled from a topographic map.
 OJ1071
 OJ1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1071
 OJ1071.The geoid height was determined by GEOID03.
 OJ1071
 OJ1071;                    North         East     Units Scale Factor Converg.
 OJ1071;SPC MI S     -   228,951.966 4,032,512.234   MT  0.99997636   +0 16 25.9
 OJ1071;SPC MI S     -   751,154.74 13,230,027.01   iFT  0.99997636   +0 16 25.9
 OJ1071;UTM  17      - 4,827,321.389   260,590.261   MT  1.00030508   -2 02 37.3
 OJ1071;UTM  16      - 4,827,529.918   745,183.701   MT  1.00033950   +2 05 34.9
 OJ1071
 OJ1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1071!SPC MI S     -   0.99997673  x   0.99997636  =   0.99995309
 OJ1071!UTM  17      -   0.99997673  x   1.00030508  =   1.00028180
 OJ1071!UTM  16      -   0.99997673  x   1.00033950  =   1.00031622
 OJ1071
 OJ1071:                Primary Azimuth Mark                     Grid Az
 OJ1071:SPC MI S     -  APPOLD 2 AZ MK RESET                     015 33 07.8
 OJ1071:UTM  17      -  APPOLD 2 AZ MK RESET                     017 52 11.0
 OJ1071:UTM  16      -  APPOLD 2 AZ MK RESET                     013 43 58.8
 OJ1071
 OJ1071|---------------------------------------------------------------------|
 OJ1071| PID    Reference Object                     Distance      Geod. Az  |
 OJ1071|                                                           dddmmss.s |
 OJ1071| CH0744 APPOLD 2 AZ MK RESET                               0154933.7 |
 OJ1071| CH0741 APPOLD AZ MK                                       0154933.7 |
 OJ1071| OJ1075 BAY CITY WATER SUPPLY STACK         APPROX.12.6 KM 0253533.9 |
 OJ1071| OJ1073 BAY CITY BIGELOW FLOORING TANK      APPROX. 9.1 KM 0491256.3 |
 OJ1071| OJ1061 BAY CITY FIRST BAP CLOCK SPIRE      APPROX. 7.7 KM 0572452.8 |
 OJ1071| OJ1062 BAY CITY CITY HALL                  APPROX. 7.1 KM 0590241.0 |
 OJ1071| OJ1070 APPOLD 2                             20.062 METERS 06352     |
 OJ1071| OJ1067 BAY CITY COLUMBIA SUGAR CO STK      APPROX. 4.0 KM 0662705.8 |
 OJ1071| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX. 7.1 KM 0713736.5 |
 OJ1071| OJ1066 BAY CITY MURRAY BODY PLANT STK      APPROX. 7.2 KM 0760525.8 |
 OJ1071| OJ1069 FRANKENLUST ST PAULS LUTH CH        APPROX. 1.8 KM 0802125.9 |
 OJ1071| OJ1068 BAY CITY CLEMENTS AIRPORT BCN       APPROX. 6.1 KM 1040552.2 |
 OJ1071| OJ1072 BAY CITY RED LT TIP TRANS TWR       APPROX. 6.4 KM 1110757.0 |
 OJ1071| CH0742 APPOLD RM 1                          32.681 METERS 14621     |
 OJ1071| OJ1050 SAGINAW CONSUMERS POWER N STK       APPROX. 9.1 KM 1535121.0 |
 OJ1071| OJ1051 SAGINAW CONSUMERS POWER S STK       APPROX. 9.2 KM 1543134.6 |
 OJ1071| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX.12.8 KM 1641111.6 |
 OJ1071| OJ1043 SAGINAW CONSUMERS HEATING STK       APPROX.14.6 KM 1713309.1 |
 OJ1071| OJ1044 SAGINAW BEAN CO SIGN LETTER A       APPROX.14.5 KM 1733631.3 |
 OJ1071| OJ1047 SAGINAW HOLY FAMILY CATH CH         APPROX.16.0 KM 1755036.8 |
 OJ1071| CH0743 APPOLD RM 2                          34.897 METERS 24643     |
 OJ1071|---------------------------------------------------------------------|
 OJ1071
 OJ1071                          SUPERSEDED SURVEY CONTROL
 OJ1071
 OJ1071  NAD 83(1986)-  43 33 37.50492(N)    083 57 51.34708(W) AD(       ) 1
 OJ1071  NAD 27      -  43 33 37.41301(N)    083 57 51.43845(W) AD(       ) 1
 OJ1071
 OJ1071.Superseded values are not recommended for survey control.
 OJ1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1071.See file dsdata.txt to determine how the superseded data were derived.
 OJ1071
 OJ1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6059027321(NAD 83)
 OJ1071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1071
 OJ1071  HISTORY     - Date     Condition        Report By
 OJ1071  HISTORY     - 1932     MONUMENTED       CGS
 OJ1071  HISTORY     - 1960     SEE DESCRIPTION  CGS
 OJ1071
 OJ1071                          STATION DESCRIPTION
 OJ1071
 OJ1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1071'ABOUT 10 MILES NORTH OF SAGINAW, 5 MILES SOUTHWEST OF BAY CITY, IN NW
 OJ1071'1/4 SEC. 2, T. 13 N., R. 4 E., FRANKENLUST TOWNSHIP, IN
 OJ1071'PROJECTION OF RIGHT-OF-WAY FENCE BETWEEN NORTH-AND-SOUTH ROAD AND
 OJ1071'PROPERTY OF GEORGE J. APPOLD,
 OJ1071'26 FEET WEST OF CENTER LINE OF ROAD, 21 FEET SOUTH OF
 OJ1071'SOUTHERNMOST TREE OF NORTH-AND-SOUTH ROW OF PINE
 OJ1071'TREES IN FRONT OF MR. APPOLDS
 OJ1071'HOUSE, AND ABOUT 40 YARDS SOUTHEAST OF HIS HOUSE.  TO REACH FROM
 OJ1071'JUNCTION OF U.S. ROUTE 10
 OJ1071'AND ROUTE M-47 (2 MILES WEST OF SAGINAW), GO NORTH 8.1 MILESON
 OJ1071'ROUTE M-47 TO THE MICHIGAN
 OJ1071'HOUSE, TURN WEST (LEFT) ONTO CONCRETE HALF SLAB,
 OJ1071'FOLLOW 0.4 MILE TO POINT WHERE IT TURNS
 OJ1071'SOUTH, KEEP STRAIGHT AHEAD (WEST) 0.1 MILE
 OJ1071'ON GRAVEL ROAD, AND PROCEED NORTH 0.55 MILE TO STATION
 OJ1071'SITE.  SURFACE AND UNDER
 OJ1071'GROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A
 OJ1071'AND 7A.  UPPER MARK PROJECTS 4
 OJ1071'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 OJ1071'DISKS IN CONCRETE, NOTE 11A,
 OJ1071'PROJECTING 8 INCHES.  NO. 1 IS 36 FEET EAST OF CENTER
 OJ1071'LINE OF NORTH-AND-SOUTH ROAD, AND 107.26 FEET
 OJ1071'FROM STATION IN AZIMUTH 326 DEG. 23 MIN.
 OJ1071'NO. 2 IS IN EAST-AND-WEST FENCE LINE, ABOUT 100 FEET WEST OF
 OJ1071'ROAD, ABOUT 55 FEET SOUTH OF
 OJ1071'SOUTHEAST CORNER OF OUTHOUSE, AND 114.49 FEET FROM STATION IN AZIMUTH
 OJ1071'66 DEG. 43 MIN.  AZIMUTH
 OJ1071'MARK IS 29 FEET NORTH OF CENTER LINE OF EAST-AND-WEST SECTION-LINE
 OJ1071'ROAD, ABOUT 0.1 MILE EAST OF CROSSROAD, AND
 OJ1071'APPROXIMATELY 0.35 MILE FROM STATION
 OJ1071'IN AZIMUTH 195 DEG. 49 MIN. 31 SEC.  AZIMUTH FROM STATION TO
 OJ1071'SAGINAW CONSUMERS POWER CO., NORTH
 OJ1071'STACK, IS 333 DEG. 51 MIN. 18 SEC., BAY CITY, CITY HALL, 239 DEG. 02
 OJ1071'MIN. 37 SEC., AND BAY CITY, COLUMBIA SUGAR CO., STACK, 246
 OJ1071'DEG. 27 MIN. 00 SEC.
 OJ1071
 OJ1071                          STATION RECOVERY (1960)
 OJ1071
 OJ1071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OJ1071'ONLY THE UNDERGROUND STATION MARK, THE AZIMUTH MARK, AND NO. 1
 OJ1071'REFERENCE MARK WERE RECOVERED
 OJ1071'IN GOOD CONDITION.  THE SURFACE STATION MARK WAS FOUND UPROOTED OVER
 OJ1071'THE UNDERGROUND MARK, BUT NO EVIDENCE OF
 OJ1071'NO. 2 REFERENCE MARK WAS FOUND.  DUE TO THE IN-PROGRESS
 OJ1071'WORK OF EXCAVATION OF THE STATION SITE, A
 OJ1071'NEW STATION APPOLD 2 WAS ESTABLISHED, AND THEN
 OJ1071'THE SUBJECT STATION UNDERGROUND MARK WAS REMOVED AND THE
 OJ1071'DISK RECLAIMED.  IN ACCORDANCE WITH
 OJ1071'REQUEST OF PROPERTY OWNER, THE ORIGINAL AZIMUTH MARK WAS RESET ON THE
 OJ1071'ORIGINAL LINE FROM THE ORIGINAL
 OJ1071'STATION THRU THE 1932 AZIMUTH MARK AND ON THE OPPOSITE SIDE OF THE
 OJ1071'ROAD (INCIDENTALLY THE ORIGINAL
 OJ1071'DESCRIPTION ERRONEOUSLY STATED THAT THE AZIMUTH MARK WAS ON
 OJ1071'THE N SIDE OF THE ROAD).  THEN THE RESET MARK
 OJ1071'WAS OCCUPIED TO TRANSFER THE AZIMUTH TO THE
 OJ1071'1960 STATION APPOLD 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1070 ***********************************************************************
 OJ1070  DESIGNATION -  APPOLD 2
 OJ1070  PID         -  OJ1070
 OJ1070  STATE/COUNTY-  MI/BAY
 OJ1070  USGS QUAD   -  BAY CITY (1973)
 OJ1070
 OJ1070                         *CURRENT SURVEY CONTROL
 OJ1070  ___________________________________________________________________
 OJ1070* NAD 83(1994)-  43 33 37.80250(N)    083 57 50.52088(W)     ADJUSTED  
 OJ1070* NAVD 88     -       181.6    (meters)     596.     (feet)  VERTCON   
 OJ1070  ___________________________________________________________________
 OJ1070  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 OJ1070  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ1070
 OJ1070  HORZ ORDER  -  SECOND
 OJ1070
 OJ1070.The horizontal coordinates were established by classical geodetic methods
 OJ1070.and adjusted by the National Geodetic Survey in February 1997..
 OJ1070
 OJ1070.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1070
 OJ1070.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1070
 OJ1070.The geoid height was determined by GEOID03.
 OJ1070
 OJ1070;                    North         East     Units Scale Factor Converg.
 OJ1070;SPC MI S     -   228,960.890 4,032,530.201   MT  0.99997638   +0 16 26.4
 OJ1070;SPC MI S     -   751,184.02 13,230,085.96   iFT  0.99997638   +0 16 26.4
 OJ1070;UTM  17      - 4,827,329.582   260,608.580   MT  1.00030497   -2 02 36.8
 OJ1070;UTM  16      - 4,827,539.411   745,201.382   MT  1.00033961   +2 05 35.5
 OJ1070
 OJ1070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1070!SPC MI S     -   0.99997692  x   0.99997638  =   0.99995330
 OJ1070!UTM  17      -   0.99997692  x   1.00030497  =   1.00028188
 OJ1070!UTM  16      -   0.99997692  x   1.00033961  =   1.00031652
 OJ1070
 OJ1070|---------------------------------------------------------------------|
 OJ1070| PID    Reference Object                     Distance      Geod. Az  |
 OJ1070|                                                           dddmmss.s |
 OJ1070| CH0746 APPOLD 2 RM 3                        10.162 METERS 00329     |
 OJ1070| CH0747 APPOLD 2 RM 4                        10.150 METERS 00354     |
 OJ1070| CH0744 APPOLD 2 AZ MK RESET                               0143324.8 |
 OJ1070| CH0742 APPOLD RM 1                          36.021 METERS 17950     |
 OJ1070| CH0745 APPOLD 2 RM 1                                      17958     |
 OJ1070| OJ1071 APPOLD                               20.062 METERS 24352     |
 OJ1070| OJ1074 APPOLD 2 1960 ECC                   110.370 METERS 35439     |
 OJ1070|---------------------------------------------------------------------|
 OJ1070
 OJ1070                          SUPERSEDED SURVEY CONTROL
 OJ1070
 OJ1070  NAD 83(1986)-  43 33 37.79130(N)    083 57 50.54458(W) AD(       ) 2
 OJ1070  NAD 27      -  43 33 37.69944(N)    083 57 50.63585(W) AD(       ) 2
 OJ1070  NGVD 29 (07/19/86)  181.8    (m)          596.     (f) VERT ANG       
 OJ1070
 OJ1070.Superseded values are not recommended for survey control.
 OJ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1070.See file dsdata.txt to determine how the superseded data were derived.
 OJ1070
 OJ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6060927330(NAD 83)
 OJ1070_MARKER: DS = TRIANGULATION STATION DISK
 OJ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1070_STAMPING: APPOLD 2 1960
 OJ1070_MARK LOGO: CGS   
 OJ1070_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1070+STABILITY: SURFACE MOTION
 OJ1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1070+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 OJ1070
 OJ1070  HISTORY     - Date     Condition        Report By
 OJ1070  HISTORY     - 1960     MONUMENTED       CGS
 OJ1070  HISTORY     - 1978     GOOD             NGS
 OJ1070  HISTORY     - 1980     GOOD             MIDH
 OJ1070  HISTORY     - 1981     GOOD             NGS
 OJ1070  HISTORY     - 19910716 GOOD             LOCENG
 OJ1070
 OJ1070                          STATION DESCRIPTION
 OJ1070
 OJ1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (ALW)
 OJ1070'APPOLD 1932 WAS DESTROYED AFTER OBSERVATIONS.
 OJ1070'
 OJ1070'ABOUT 2.0 MILES DUE W ALONG SALZBURG ROAD FROM ITS INTERSECTION WITH
 OJ1070'EUCLID AVENUE IN BAY CITY TO
 OJ1070'CROSSROADS THAT IS 0.25 MILE W OF OVERPASS OVER INTERSTATE HIGHWAY,
 OJ1070'THENCE 1.0 MILES S ON THREE MILE ROAD,
 OJ1070'THENCE 0.5 MILE W ON OILED ROAD TO ROAD T-INTERSECTION
 OJ1070'(AZIMUTH MARK IS ABOUT 175 YARDS E OF THIS
 OJ1070'T-INTERSECTION), THENCE S FOR 0.4 MILE ON A
 OJ1070'GRAVEL ROAD TO STATION ON THE LEFT, ABOUT 0.2 MILE N OF LARGE
 OJ1070'MOUND OF OLD COAL MINE REFUSE, 26
 OJ1070'FEET E OF CENTER LINE OF ROAD, 22 FEET S OF CENTER OF TWIN 12-INCH
 OJ1070'POPLAR TREES, 2 FEET W OF FENCE, AND 2.5
 OJ1070'FEET N OF STEEL WITNESS POST, 2 FEET W OF THE LINE JOINING THE
 OJ1070'TWO REFERENCE MARKS, AND PROJECTING 0.6 FOOT
 OJ1070'ABOVE GROUND.
 OJ1070'
 OJ1070'REFERENCE STAMPED APPOLD 2 NO 1 1932 1960, NOTE 11A, PROJECTS 0.7
 OJ1070'FOOT, IS 49 FEET N OF A TELEPHONE
 OJ1070'POLE, 29 FEET E OF CENTER LINE OF ROAD, AND IN AZIMUTH 359 DEG. 50
 OJ1070'MIN. FROM THE STATION.  THE ARROW POINTS
 OJ1070'ABOUT 30 DEGREES TO THE LEFT (W) OF THE STATION.
 OJ1070'
 OJ1070'REFERENCE STAMPED APPOLD 2 NO. 3 1960, NOTE 11B, PROJECTS 0.3 FOOT,
 OJ1070'IS 27 FEET E OF CENTER LINE OF
 OJ1070'ROAD, AND A FOOT W OF FENCE.
 OJ1070'
 OJ1070'AZIMUTH STAMPED APPOLD 2 AZIMUTH RESET 1960, NOTE 16A, PROJECTS 0.5
 OJ1070'FOOT, IS ABOUT 175 YARDS E OF
 OJ1070'ROAD T-INTERSECTION, 29-1/2 FEET E OF TELEPHONE POLE, 23 FEET N OF
 OJ1070'CENTER LINE OF OILED ROAD, 0.2 FOOT
 OJ1070'LOWER THAN SAME, 2 FEET W OF FENCE, AND 2.8 FEET W OF STEEL
 OJ1070'WITNESS POST, IN AZIMUTH 194 DEG. 33 MIN. 21
 OJ1070'SEC. FROM THE STATION.
 OJ1070
 OJ1070                          STATION RECOVERY (1978)
 OJ1070
 OJ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OJ1070'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK FOUND IN GOOD
 OJ1070'CONDITION.  REFERENCE MARK 3 WAS FOUND TO HAVE BEEN HIT AND LEANING
 OJ1070'TO THE EAST.  THE MARK WAS DUG AROUND AND STRAIGHTENED UPRIGHT AND
 OJ1070'RESTAMPED.  THE AZIMUTH MARK IS NOT GROUND VISIBLE FROM THE
 OJ1070'STATION AND NO OBJECTS WERE VISIBLE TO ESTABLISH A NEW ONE FROM.
 OJ1070'THE DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.06 FOOT.  THE
 OJ1070'PREVIOUS TOO REACH IS ADEQUATE TO RECOVER THE STATION.
 OJ1070'
 OJ1070'THE STATION IS 120 FEET SOUTH OF THE SOUTH EDGE OF A GOLF COURSE,
 OJ1070'27 FEET NORTH OF THE CENTERLINE OF ENTRANCE TO HOUSING PROJECT, 26
 OJ1070'FEET EAST OF THE CENTERLINE OF BAY VALLEY ROAD, 3.2 FEET NORTHEAST
 OJ1070'OF A 4-INCH PIPE THAT IS FLUSH AND 1-FOOT SOUTH OF A METAL WITNESS
 OJ1070'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK STAMPED APPOLD 2
 OJ1070'1960.
 OJ1070'
 OJ1070'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTERLINE OF THE ROAD, 10
 OJ1070'FEET NORTH OF AN ENTRANCE TO THE HOUSING PROJECT.  THE MARK PROJECTS
 OJ1070'10 INCHES AND THE DISK STAMPED APPOLD 2 NO 1 1932 1960.
 OJ1070'
 OJ1070'REFERENCE MARK 4 IS 84 FEET SOUTH OF THE SOUTH EDGE OF GOLF COURSE,
 OJ1070'27 FEET EAST OF CENTERLINE OF THE ROAD AND 1-FOOT NORTH OF A METAL
 OJ1070'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED
 OJ1070'APPOLD 2 1960 NO 4 1978.
 OJ1070'
 OJ1070'THE AZIMUTH MARK IS 59 FEET WEST OF THE CENTERLINE OF DRIVEWAY,
 OJ1070'27 FEET SOUTHEAST OF POWER POLE NO. 2/22/B2, 19.5 FEET NORTH OF THE
 OJ1070'CENTERLINE OF HOTCHKISS ROAD AND 2-FEET WEST OF A METAL WITNESS
 OJ1070'POST.  THE MARK IS FLUSH AND THE DISK STAMPED APPOLD 2 RESET
 OJ1070'AZIMUTH 1960.
 OJ1070'
 OJ1070'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--BAY CITY.
 OJ1070'
 OJ1070'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ1070
 OJ1070                          STATION RECOVERY (1980)
 OJ1070
 OJ1070'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1070'THE STATION WAS FOUND IN GOOD CONDITION.  STATION IS IN TREES ON EAST
 OJ1070'SIDE OF DITCH AND EASILY VISABLE FROM ROAD TO WEST.
 OJ1070'
 OJ1070'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 OJ1070'
 OJ1070'THE AZIMUTH MARK IS IN GOOD CONDITION AS DESCRIBED BUT CANNOT BE SEEN
 OJ1070'FROM THE STATION.
 OJ1070
 OJ1070                          STATION RECOVERY (1981)
 OJ1070
 OJ1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1070'THE STATION, BOTH REFERENCE MARKS 1 AND 4, AND THE AZIMUTH MARK
 OJ1070'WAS RECOVERED IN GOOD CONDITION.  IT WAS NOTED THAT THE AZIMUTH
 OJ1070'MARK IS NO LONGER VISIBLE FROM THE GROUND.  THERE WAS NO PREVIOUS
 OJ1070'DATA AVAILABLE TO COMPARE EITHER DIRECTION OR THE DISTANCES TOO.
 OJ1070'THE STATION IS LOCATED 7.2 KM (4 1/2 MI) SOUTHWEST OF BAY CITY, 4
 OJ1070'KM (2 1/2 MI) SOUTH OF U.S. HIGHWAY 10, 0.8 KM (1/2 MI) WEST OF
 OJ1070'INTERSTATE HIGHWAY 75, AND IN THE NE 1/4, S 2, T13N, R4E, OF
 OJ1070'FRANKENLUST TOWNSHIP.
 OJ1070'OWNERSHIP--MICHIGAN DEPARTMENT OF HIGHWAYS, P.O. BOX
 OJ1070'DRAWER K, LANSING, MICHIGAN 48904, TELEPHONE (517)
 OJ1070'373-2120.
 OJ1070'
 OJ1070'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75
 OJ1070'AND MICHIGAN STATE HIGHWAY 84, SAGINAW ROAD, ABOUT 4.8 KM (3 MI)
 OJ1070'SOUTHWEST OF BAY CITY, GO SOUTHWESTERLY ON STATE HIGHWAY 84
 OJ1070'(SAGINAW ROAD) FOR 0.6 KM (0.4 MI) TO A CROSSROAD AND THE
 OJ1070'MICHIGAN HOUSE RESTAURANT ON THE RIGHT.  TURN RIGHT AND GO WEST
 OJ1070'ON DELTA ROAD FOR 0.8 KM (0.5 MI) TO A DIRT ROAD RIGHT,
 OJ1070'(BAY VALLEY ROAD).  TURN RIGHT AND GO NORTH ON BAY VALLEY ROAD FOR
 OJ1070'0.8 KM (0.5 MI) TO A SIDEROAD RIGHT, OLD BRIDGE ROAD.  CONTINUE
 OJ1070'AHEAD NORTH ON BAY VALLEY ROAD FOR 0.15 KM (0.1 MI) TO THE STATION
 OJ1070'ON THE RIGHT.
 OJ1070'
 OJ1070'THE STATION IS A STANDARD USCGS DISK
 OJ1070'STAMPED---APPOLD 2 1960---,
 OJ1070'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 28 CM IN DIAMETER
 OJ1070'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 OJ1070'13.32 METERS (43.7 FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 OJ1070'BUILDING,
 OJ1070'9.88 METERS (32.4 FEET) NORTH FROM THE CENTER OF A PAVED DRIVEWAY,
 OJ1070'8.38 METERS (27.5 FEET) EAST FROM THE CENTER OF A GRAVEL ROAD AND
 OJ1070'0.46 METER (1.5 FEET) SOUTH FROM A METAL WITNESS POST.
 OJ1070'
 OJ1070'REFERENCE MARK NUMBER 1 IS A STANDARD USCGS DISK
 OJ1070'STAMPED---APPOLD 2 NO 1 1932 1960---,
 OJ1070'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 30 CM ON A SIDE AND
 OJ1070'PROJECTING 35 CM ABOVE THE GROUND.  IT IS LOCATED
 OJ1070'26.21 METERS (86.0 FEET) SOUTH FROM THE CENTER OF THE PAVED DRIVEWAY,
 OJ1070'9.00 METERS (29.6 FEET) EAST FROM THE CENTER OF THE PAVED ROAD AND
 OJ1070'13.00 METERS (44.0 FEET) WEST FROM THE ENTRANCE TO APARTMENT NUMBER
 OJ1070'2256.  MARK IS LOWER THAN THE STATION 0.6 METER.
 OJ1070'
 OJ1070'REFERENCE MARK NUMBER 4 IS A STANDARD USCGS DISK
 OJ1070'STAMPED---APPOLD 2 NO 4 1978 1980---,
 OJ1070'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM IN DIAMETER
 OJ1070'AND PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 OJ1070'19.96 METERS (65.5 FEET) NORTH FROM THE CENTER OF THE PAVED
 OJ1070'DRIVEWAY,
 OJ1070'11.73 METERS (38.5 FEET) WEST-NORTHWEST FROM THE SOUTHWEST CORNER
 OJ1070'OF A BUILDING AND
 OJ1070'8.75 METERS (28.7 FEET) EAST FROM THE CENTER OF THE GRAVEL ROAD.
 OJ1070'MARK IS LEVEL WITH STATION.
 OJ1070'
 OJ1070'AZIMUTH MARK NUMBER 1 IS A STANDARD USCGS DISK,
 OJ1070'STAMPED---APPOLD 2 1960 RESET AZIMUTH---.  IT IS LOCATED
 OJ1070'28.97 METERS (95.1 FEET) WEST FROM A UTILITY POLE,
 OJ1070'8.62 METERS (28.3 FEET) EAST-SOUTHEAST FROM A UTILITY POLE,
 OJ1070'6.16 METERS (20.2 FEET) NORTH FROM THE CENTER OF THE PAVED ROAD AND
 OJ1070'0.85 METER (2.8 FEET) WEST FROM A METAL WITNESS POST.
 OJ1070'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A GRAVEL
 OJ1070'ROAD (BAY VALLEY ROAD) FOR 0.6 KM (0.4 MILE) TO A T-ROAD.  TURN
 OJ1070'RIGHT AND GO EAST FOR 0.15 KM (0.1 MILE) TO THE MARK ON THE LEFT.
 OJ1070'
 OJ1070'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.0 METERS.
 OJ1070
 OJ1070                          STATION RECOVERY (1991)
 OJ1070
 OJ1070'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OJ1070'FOUND IN GOOD CONDITION AT TOP OF BACKSLOPE ON EAST SIDE OF STREET 30
 OJ1070'FT (9.1 M) NORTH OF PAVED PRIVATE DRIVE TO RAIRWAY PINES COURT NUMBER
 OJ1070'4.  ACCESS NOW ONLY THRU BAY VALLEY RESORT AND CONDOMINIUMS.  NOT
 OJ1070'SUITABLE FOR GPS DUE TO LARGE PINE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1451 ***********************************************************************
 NF1451  DESIGNATION -  APRON
 NF1451  PID         -  NF1451
 NF1451  STATE/COUNTY-  MI/CLINTON
 NF1451  USGS QUAD   -  LANSING NORTH (1980)
 NF1451
 NF1451                         *CURRENT SURVEY CONTROL
 NF1451  ___________________________________________________________________
 NF1451* NAD 83(1994)-  42 46 31.69082(N)    084 35 28.42210(W)     ADJUSTED  
 NF1451* NAVD 88     -       260.5    (meters)     855.     (feet)  VERTCON   
 NF1451  ___________________________________________________________________
 NF1451  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 NF1451  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF1451
 NF1451  HORZ ORDER  -  SECOND
 NF1451
 NF1451.This mark is at Capital City Airport (LAN)
 NF1451
 NF1451.The horizontal coordinates were established by classical geodetic methods
 NF1451.and adjusted by the National Geodetic Survey in February 1997..
 NF1451
 NF1451.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1451
 NF1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1451
 NF1451.The geoid height was determined by GEOID03.
 NF1451
 NF1451;                    North         East     Units Scale Factor Converg.
 NF1451;SPC MI S     -   141,700.174 3,981,624.189   MT  0.99990870   -0 09 10.2
 NF1451;SPC MI S     -   464,895.58 13,063,071.49   iFT  0.99990870   -0 09 10.2
 NF1451;UTM  16      - 4,738,695.490   697,052.985   MT  1.00007773   +1 38 11.0
 NF1451
 NF1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1451!SPC MI S     -   0.99996441  x   0.99990870  =   0.99987311
 NF1451!UTM  16      -   0.99996441  x   1.00007773  =   1.00004214
 NF1451
 NF1451|---------------------------------------------------------------------|
 NF1451| PID    Reference Object                     Distance      Geod. Az  |
 NF1451|                                                           dddmmss.s |
 NF1451| NF1445 CAPITAL CITY APT ARP 1976           158.182 METERS 00201     |
 NF1451| CH0748 APRON RM 1                            8.181 METERS 16314     |
 NF1451| NF1487 LANSING GM OLDSMOBILE TANK          APPROX. 3.3 KM 1670721.5 |
 NF1451| CH0749 APRON RM 2                            8.864 METERS 25843     |
 NF1451| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 0.9 KM 2704708.5 |
 NF1451| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 3.9 KM 2791614.2 |
 NF1451| NF1119 GRAND                               APPROX. 6.4 KM 2793809.8 |
 NF1451| NF1454 APRON A PT 1976                       5.184 METERS 33355     |
 NF1451|---------------------------------------------------------------------|
 NF1451
 NF1451                          SUPERSEDED SURVEY CONTROL
 NF1451
 NF1451  NAD 83(1986)-  42 46 31.68873(N)    084 35 28.43948(W) AD(       ) 2
 NF1451  NAD 27      -  42 46 31.56270(N)    084 35 28.50797(W) AD(       ) 2
 NF1451  NGVD 29 (07/19/86)  260.6    (m)          855.     (f) VERT ANG       
 NF1451
 NF1451.Superseded values are not recommended for survey control.
 NF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1451.See file dsdata.txt to determine how the superseded data were derived.
 NF1451
 NF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9705338695(NAD 83)
 NF1451_MARKER: DS = TRIANGULATION STATION DISK
 NF1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1451
 NF1451  HISTORY     - Date     Condition        Report By
 NF1451  HISTORY     - 1976     MONUMENTED       NGS
 NF1451  HISTORY     - 1980     GOOD             NGS
 NF1451
 NF1451                          STATION DESCRIPTION
 NF1451
 NF1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1451'THE STATION IS LOCATED 4 MILES NORTH-NORTHWEST OF DOWNTOWN
 NF1451'LANSING, AT THE CAPITAL CITY AIRPORT, IN A GRASSY AREA, AT THE WEST
 NF1451'END OF THE PARKING TARMAC FOR LARGE PLANES.  A SECUITY PASS MUST BE
 NF1451'OBTAINED FROM THE AIRPORT PUBLIC SAFETY OFFICE (TELEPHONE
 NF1451'371-2020) TO REACH THE STATION.
 NF1451'
 NF1451'STATION MARKS ARE STANDARD DISKS STAMPED APRON 1976.  THE SURFACE
 NF1451'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1451'FLUSH WITH THE GROUND.  IT IS ABOUT 350 FEET WEST-NORTHWEST OF THE
 NF1451'NORTHWEST CORNER OF THE TERMINAL BUILDING, 96 FEET NORTHEAST OF A
 NF1451'CHAIN LINK FENCE CORNER, 28 FEET NORTH-NORTHWEST OF A LIGHT POLE,
 NF1451'54 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE TARMAC FOR
 NF1451'LIGHT PLANES, AND 3.5 FEET WEST OF THE HEAVY PLANES TARMAC.
 NF1451'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 NF1451'MASS 42 INCHES BELOW GROUND.
 NF1451'
 NF1451'REFERENCE MARK 1, A STANDARD DISK STAMPED APRON NO 1 1976, IS SET
 NF1451'IN A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION
 NF1451'TO A LIGHT POLE.  IT IS 8 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 NF1451'THE HEAVY PLANES TARMAC.
 NF1451'
 NF1451'REFERENCE MARK 2, A STANDARD DISK STAMPED APRON NO 2 1976, IS SET
 NF1451'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1451'THE GROUND.  IT IS 86.5 FEET NORTH OF THE FENCE CORNER, 41 FEET
 NF1451'NORTHWEST OF THE LIGHT POLE, 26 FEET NORTHEAST OF THE NORTHEAST
 NF1451'CORNER OF THE LIGHT PLANE TARMAC, AND 32 FEET WEST OF THE WEST
 NF1451'EDGE OF THE HEAVY PLANE TARMAC.
 NF1451'
 NF1451'CBL D, A BRASS DISK WITH THE LEGEND REMOVED, IS STAMPED CBL D.  IT
 NF1451'IS A CALIBRATION BASE LINE MARKER ESTABLISHED BY THE MICHIGAN
 NF1451'DEPARTMENT OF TRANSPORTATION.  IT IS ABOUT 2000 FEET NORTHEAST OF
 NF1451'THE TERMINAL BUILDING, 43 FEET SOUTHEAST OF THE EAST EDGE OF THE
 NF1451'NORTHEAST-SOUTHWEST TAXI-STRIP FOR RUNWAY 24, 41.6 FEET SOUTH OF
 NF1451'A BLUE RUNWAY LIGHT, AND 4.9 FEET NORTH OF A METAL WITNESS POST.
 NF1451'
 NF1451'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION AND REFERENCE
 NF1451'MARK 2.
 NF1451'
 NF1451'THE MICHIGAN DEPARTMENT OF TRANSPORTATION REPORTS THAT THE DISK
 NF1451'HAS BEEN RESTAMPED TO READ CBL D 1290.
 NF1451'
 NF1451'NEAREST TOWN--LANSING.
 NF1451'
 NF1451'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1451
 NF1451                          STATION RECOVERY (1980)
 NF1451
 NF1451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1451'THE STATION AND REFERENCE MARKS ONE AND TWO AS WELL AS CBL D 1290
 NF1451'1976 WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1451'
 NF1451'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1451'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0905 ***********************************************************************
 QK0905  DESIGNATION -  AR 1
 QK0905  PID         -  QK0905
 QK0905  STATE/COUNTY-  MI/OTSEGO
 QK0905  USGS QUAD   -  ELMIRA (1986)
 QK0905
 QK0905                         *CURRENT SURVEY CONTROL
 QK0905  ___________________________________________________________________
 QK0905* NAD 83(1994)-  45 01 40.14918(N)    084 45 55.04410(W)     ADJUSTED  
 QK0905* NAVD 88     -       413.7    (meters)    1357.     (feet)  GPS OBS   
 QK0905  ___________________________________________________________________
 QK0905  X           -     411,991.287 (meters)                     COMP
 QK0905  Y           -  -4,496,838.614 (meters)                     COMP
 QK0905  Z           -   4,489,802.062 (meters)                     COMP
 QK0905  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 QK0905  ELLIP HEIGHT-         378.95  (meters)          (07/17/02) GPS OBS
 QK0905  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 QK0905
 QK0905  HORZ ORDER  -  FIRST
 QK0905  ELLP ORDER  -  FOURTH    CLASS I
 QK0905
 QK0905.The horizontal coordinates were established by GPS observations
 QK0905.and adjusted by the National Geodetic Survey in February 1997..
 QK0905
 QK0905.The orthometric height was determined by GPS observations and a
 QK0905.high-resolution geoid model.
 QK0905
 QK0905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0905
 QK0905.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0905
 QK0905.The ellipsoidal height was determined by GPS observations
 QK0905.and is referenced to NAD 83.
 QK0905
 QK0905.The geoid height was determined by GEOID03.
 QK0905
 QK0905;                    North         East     Units Scale Factor Converg.
 QK0905;SPC MI C     -   190,220.384 5,968,587.857   MT  0.99991379   -0 16 53.7
 QK0905;SPC MI C     -   624,082.62 19,581,981.16   iFT  0.99991379   -0 16 53.7
 QK0905;UTM  16      - 4,988,470.156   676,044.099   MT  0.99998109   +1 34 52.9
 QK0905
 QK0905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0905!SPC MI C     -   0.99994059  x   0.99991379  =   0.99985438
 QK0905!UTM  16      -   0.99994059  x   0.99998109  =   0.99992168
 QK0905
 QK0905                          SUPERSEDED SURVEY CONTROL
 QK0905
 QK0905  ELLIP H (02/03/97)  378.99   (m)                       GP(       ) 4 1
 QK0905  NAD 83(1986)-  45 01 40.14232(N)    084 45 55.05030(W) AD(       ) 1
 QK0905
 QK0905.Superseded values are not recommended for survey control.
 QK0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0905.See file dsdata.txt to determine how the superseded data were derived.
 QK0905
 QK0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7604488470(NAD 83)
 QK0905_MARKER: DB = BENCH MARK DISK
 QK0905_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0905+WITH SETTING: INFORMATION.
 QK0905_SP_SET: METAL ROD DRIVEN INTO GROUND
 QK0905_STAMPING: AR 1 1983
 QK0905_MARK LOGO: USGS  
 QK0905_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0905+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2001
 QK0905
 QK0905  HISTORY     - Date     Condition        Report By
 QK0905  HISTORY     - 1983     MONUMENTED       USGS
 QK0905  HISTORY     - 19910911 GOOD
 QK0905  HISTORY     - 19960812 GOOD             USPSQD
 QK0905  HISTORY     - 20011218 GOOD             MI-137
 QK0905
 QK0905                          STATION DESCRIPTION
 QK0905
 QK0905'DESCRIBED BY US GEOLOGICAL SURVEY 1983
 QK0905'STATION IS LOCATED IN QUAD. 440844.  ABOUT 5 MILES (8.0 KM) SOUTHWEST
 QK0905'OF ELMIRA, 4 MILES (6.4 KM) WEST OF GAYLORD, IN THE NORTHWEST 1/4 OF
 QK0905'SECTION 2, T-30-N, R-4-W, HAYES TOWNSHIP, AND ON THE ELMIRA
 QK0905'QUADRANGLE MAP.  IT IS ON PROPERTY OF THE HAYES TOWNSHIP CEMETERY AT
 QK0905'THE NORTHWEST CORNER POST OF THE FENCE AROUND CEMETERY.
 QK0905'$
 QK0905'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 QK0905'STATE ROUTE M-32 AT THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR
 QK0905'3.95 MI (6.36 KM)  TO THE HAYES CEMETERY ON THE LEFT AND THE STATION
 QK0905'AS DESCRIBED, JUST BEFORE REACHING A SIDEROAD RIGHT, BURDO ROAD.
 QK0905'$
 QK0905'IT IS 32.0 FT (9.8 MT) SOUTH FROM THE CENTER OF M-32, 1.0 FT (0.3 MT)
 QK0905'NORTH FROM A METAL WITNESS POST AND THE NORTHWEST BRICK CORNER POST
 QK0905'FOR FENCE AROUND CEMETERY.
 QK0905
 QK0905                          STATION RECOVERY (1991)
 QK0905
 QK0905'RECOVERED 1991
 QK0905'RECOVERED IN GOOD CONDITION.
 QK0905
 QK0905                          STATION RECOVERY (1996)
 QK0905
 QK0905'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0905'RECOVERED IN GOOD CONDITION.
 QK0905
 QK0905                          STATION RECOVERY (2001)
 QK0905
 QK0905'RECOVERY NOTE BY OTSEGO COUNTY MICHIGAN 2001 (JSC)
 QK0905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0604 ***********************************************************************
 PM0604  DESIGNATION -  ARCA
 PM0604  PID         -  PM0604
 PM0604  STATE/COUNTY-  MI/MANISTEE
 PM0604  USGS QUAD   -  
 PM0604
 PM0604                         *CURRENT SURVEY CONTROL
 PM0604  ___________________________________________________________________
 PM0604* NAD 83(1994)-  44 29 22.25298(N)    086 14 18.65437(W)     ADJUSTED  
 PM0604* NAVD 88     -       179.2    (meters)     588.     (feet)  VERTCON   
 PM0604  ___________________________________________________________________
 PM0604  X           -     298,994.707 (meters)                     COMP
 PM0604  Y           -  -4,547,809.359 (meters)                     COMP
 PM0604  Z           -   4,447,157.868 (meters)                     COMP
 PM0604  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 PM0604  ELLIP HEIGHT-         143.83  (meters)          (07/17/02) GPS OBS
 PM0604  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PM0604
 PM0604  HORZ ORDER  -  SECOND
 PM0604  ELLP ORDER  -  FOURTH    CLASS I
 PM0604
 PM0604.The horizontal coordinates were established by GPS observations
 PM0604.and adjusted by the National Geodetic Survey in February 1997..
 PM0604
 PM0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0604
 PM0604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0604
 PM0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0604
 PM0604.The ellipsoidal height was determined by GPS observations
 PM0604.and is referenced to NAD 83.
 PM0604
 PM0604.The geoid height was determined by GEOID03.
 PM0604
 PM0604;                    North         East     Units Scale Factor Converg.
 PM0604;SPC MI C     -   132,045.625 5,851,127.607   MT  0.99994389   -1 19 20.2
 PM0604;SPC MI C     -   433,220.55 19,196,612.88   iFT  0.99994389   -1 19 20.2
 PM0604;UTM  16      - 4,926,526.467   560,547.219   MT  0.99964508   +0 32 01.1
 PM0604
 PM0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0604!SPC MI C     -   0.99997745  x   0.99994389  =   0.99992134
 PM0604!UTM  16      -   0.99997745  x   0.99964508  =   0.99962254
 PM0604
 PM0604                          SUPERSEDED SURVEY CONTROL
 PM0604
 PM0604  ELLIP H (02/03/97)  143.87   (m)                       GP(       ) 4 1
 PM0604  NAD 83(1986)-  44 29 22.25763(N)    086 14 18.65747(W) AD(       ) 2
 PM0604  NGVD 29 (12/10/93)  179.3    (m)          588.     (f) GPS OBS        
 PM0604
 PM0604.Superseded values are not recommended for survey control.
 PM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0604.See file dsdata.txt to determine how the superseded data were derived.
 PM0604
 PM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6054726526(NAD 83)
 PM0604_MARKER: DD = SURVEY DISK
 PM0604_SETTING: 0 = UNSPECIFIED SETTING
 PM0604_STAMPING: ARCA
 PM0604_MARK LOGO: NOS   
 PM0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0604+STABILITY: POSITION/ELEVATION WELL
 PM0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0604+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PM0604
 PM0604  HISTORY     - Date     Condition        Report By
 PM0604  HISTORY     - 1993     MONUMENTED       NOS
 PM0604  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0604  HISTORY     - 20051009 MARK NOT FOUND   USPSQD
 PM0604
 PM0604                          STATION DESCRIPTION
 PM0604
 PM0604'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0604'THE STATION IS LOCATED IN THE SOUTHERN PART OF ARCADIA IN GREBE PARK
 PM0604'SOUTHWEST OF THE INTERSECTION OF STATE AND FIRST STREET.
 PM0604'TO REACH THE STATION FROM THE INTERSECTION OF STATE STREET AND M 22 IN
 PM0604'ARCADIA, GO WEST ON STATE STREET 0.3 MI (0.5 KM) TO THE INTERSECTION
 PM0604'OF STATE AND FIRST AND STATION ON LEFT.
 PM0604'IT IS 75 FT (22.9 M) SOUTHWEST OF CENTERLINE INTERSECTION OF STATE AND
 PM0604'FIRST STREETS, 40 FT (12.2 M) WEST OF THE CENTERLINE OF FIRST STREET,
 PM0604'22 FT (6.7 M) SOUTH OF A GRAVEL PARKING LOT GUARD RAIL, 51 FT
 PM0604'(15.5 M) NORTH-NORTHWEST OF A WOODEN PARK SIGN AND 74 WEST-SOUTHWEST
 PM0604'OF A WITNESS SIGN ON A POWER POLE.
 PM0604'IT IS A BRONZE DISK IN A CONCRETE MONUMENT WITH A 4 INCH PVC SLEEVE
 PM0604'AND THREADED CAP, DISK IS 4 CM BELOW GROUND LEVEL.
 PM0604
 PM0604                          STATION RECOVERY (2001)
 PM0604
 PM0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0604
 PM0604                          STATION RECOVERY (2005)
 PM0604
 PM0604'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0196 ***********************************************************************
 SG0196  DESIGNATION -  ARCADIA
 SG0196  PID         -  SG0196
 SG0196  STATE/COUNTY-  MI/HOUGHTON
 SG0196  USGS QUAD   -  HANCOCK (1975)
 SG0196
 SG0196                         *CURRENT SURVEY CONTROL
 SG0196  ___________________________________________________________________
 SG0196* NAD 83(1994)-  47 08 51.22943(N)    088 31 33.30136(W)     ADJUSTED  
 SG0196* NAVD 88     -       373.     (meters)    1224.     (feet)  SCALED    
 SG0196  ___________________________________________________________________
 SG0196  LAPLACE CORR-         -17.96  (seconds)                    DEFLEC99
 SG0196  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 SG0196
 SG0196  HORZ ORDER  -  FIRST
 SG0196
 SG0196.The horizontal coordinates were established by classical geodetic methods
 SG0196.and adjusted by the National Geodetic Survey in February 1997..
 SG0196
 SG0196.The orthometric height was scaled from a topographic map.
 SG0196
 SG0196.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0196
 SG0196.The geoid height was determined by GEOID03.
 SG0196
 SG0196;                    North         East     Units Scale Factor Converg.
 SG0196;SPC MI N     -   263,896.644 7,884,270.028   MT  1.00001632   -1 06 10.5
 SG0196;SPC MI N     -   865,802.64 25,867,027.65   iFT  1.00001632   -1 06 10.5
 SG0196;UTM  16      - 5,222,692.038   384,312.070   MT  0.99976449   -1 07 07.6
 SG0196
 SG0196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0196!SPC MI N     -   0.99994687  x   1.00001632  =   0.99996319
 SG0196!UTM  16      -   0.99994687  x   0.99976449  =   0.99971137
 SG0196
 SG0196:                Primary Azimuth Mark                     Grid Az
 SG0196:SPC MI N     -  CALUMET C H COPPER CO STACK              024 13 32.3
 SG0196:UTM  16      -  CALUMET C H COPPER CO STACK              024 14 29.4
 SG0196
 SG0196|---------------------------------------------------------------------|
 SG0196| PID    Reference Object                     Distance      Geod. Az  |
 SG0196|                                                           dddmmss.s |
 SG0196| SG0181 CALUMET C H COPPER CO STACK         APPROX.12.8 KM 0230721.8 |
 SG0196| SG0171 CALUMET C H COPPER CO H S STK       APPROX.11.5 KM 0282451.8 |
 SG0196| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX.12.4 KM 0291010.8 |
 SG0196| SG0163 GAY ABANDONED MINE STACK            APPROX.28.9 KM 0721030.1 |
 SG0196| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.45.0 KM 1165520.2 |
 SG0196| RL1536 KEWEENAW WATERWAY LIGHTHOUSE        APPROX.21.1 KM 1600235.7 |
 SG0196| CJ1794 ARCADIA RM 1                         26.126 METERS 20544     |
 SG0196| SG0234 PAINESDALE MUNICIPAL TANK           APPROX.16.3 KM 2240040.7 |
 SG0196| CJ1793 ARCADIA AZ MK                                      2353054.4 |
 SG0196| SG0194 EAST QUINCY QUINCY MINE 2 STK       APPROX. 3.8 KM 2493031.2 |
 SG0196| SG0192 HANCOCK QUINCY MINE 6 TALL STK      APPROX. 3.5 KM 2552835.1 |
 SG0196| SG0193 FRANKLIN MINING TOWN TANK           APPROX. 2.4 KM 2834204.0 |
 SG0196| CJ1795 ARCADIA RM 2                         26.036 METERS 31325     |
 SG0196|---------------------------------------------------------------------|
 SG0196
 SG0196                          SUPERSEDED SURVEY CONTROL
 SG0196
 SG0196  NAD 83(1986)-  47 08 51.22516(N)    088 31 33.27678(W) AD(       ) 1
 SG0196  NAD 27      -  47 08 51.49200(N)    088 31 32.83000(W) AD(       ) 1
 SG0196
 SG0196.Superseded values are not recommended for survey control.
 SG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0196.See file dsdata.txt to determine how the superseded data were derived.
 SG0196
 SG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8431222692(NAD 83)
 SG0196_MARKER: DS = TRIANGULATION STATION DISK
 SG0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0196_STAMPING: ARCADIA 1939
 SG0196_MARK LOGO: CGS   
 SG0196_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0196+STABILITY: SURFACE MOTION
 SG0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0196+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 SG0196
 SG0196  HISTORY     - Date     Condition        Report By
 SG0196  HISTORY     - 1939     MONUMENTED       CGS
 SG0196  HISTORY     - 1959     GOOD             CGS
 SG0196  HISTORY     - 1962     GOOD             CGS
 SG0196  HISTORY     - 1975     GOOD             NGS
 SG0196  HISTORY     - 1977     GOOD             NGS
 SG0196  HISTORY     - 19940316 GOOD             MIDT
 SG0196  HISTORY     - 20040929 GOOD             GEOCAC
 SG0196
 SG0196                          STATION DESCRIPTION
 SG0196
 SG0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0196'ABOUT 3 MILES NORTHEAST OF HANCOCK IN THE RUINED VILLAGE OF
 SG0196'ARCADIA.  IT IS ON UNENCLOSED GROUND IN THE NORTHEAST CORNER
 SG0196'OF SEC. 20, T. 55 N., R. 38 W., 82 FEET SOUTH-SOUTHEAST OF
 SG0196'THE SOUTHEAST CORNER OF THE ABANDONED SCHOOL BUILDING AND
 SG0196'10 PACES WEST OF AN OLD EXCAVATION.  THE MARK IS STAMPED
 SG0196'ARCADIA 1939 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 SG0196'
 SG0196'TO REACH FROM THE HANCOCK END OF THE HANCOCK-HOUGHTON BRIDGE,
 SG0196'GO EAST ON U.S. HIGHWAY 41 FOR 3.15 MILES TO THE TOP OF THE
 SG0196'HILL OR 0.05 MILE PAST THE QUINCY MINE SHAFT HOUSE NO. 6,
 SG0196'TURN RIGHT AND FOLLOW THE GRAVEL ROAD FOR 0.2 MILE TO A FORK,
 SG0196'TAKE THE LEFT FORK AND CONTINUE FOR 0.15 MILE TO A FORK, TAKE
 SG0196'THE RIGHT FORK AND CONTINUE FOR 0.9 MILE TO A FORK, TAKE THE
 SG0196'RIGHT FORK AND CONTINUE FOR 0.1 MILE TO THE SCHOOLHOUSE AND
 SG0196'STATION.
 SG0196'
 SG0196'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SG0196'BRONZE DISKS SET IN CONCRETE.
 SG0196'ALL MARKS ARE WITNESSED BY STANDARD
 SG0196'MARKER POSTS WHICH PROJECT ABOUT 2-1/2 FEET ABOVE THE GROUND.
 SG0196'
 SG0196'REFERENCE MARK NO. 1 LIES 99-1/2 FEET SOUTHEAST OF THE SOUTHWEST
 SG0196'CORNER OF THE ABANDONED SCHOOLHOUSE, STAMPED ARCADIA NO 1 1939
 SG0196'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0196'
 SG0196'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 56 FEET
 SG0196'EAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING, STAMPED
 SG0196'ARCADIA NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0196'
 SG0196'AZIMUTH MARK IS WEST OF THE STATION, 1 FOOT SOUTHEAST OF A
 SG0196'BARBED WIRE FENCE AND 24 FEET NORTHWEST OF THE CENTER LINE
 SG0196'OF A GRAVEL ROAD, STAMPED ARCADIA 1939 AND PROJECTS 6 INCHES
 SG0196'ABOVE THE GROUND.
 SG0196'
 SG0196'TO REACH AZIMUTH MARK FROM THE STATION, GO OUT OF THE SCHOOLYARD
 SG0196'TO THE ROAD INTERSECTION, THEN TURN SHARP LEFT ON A GRAVEL
 SG0196'ROAD ALONG THE FENCE LINE AND PROCEED FOR 0.2 MILE TO THE
 SG0196'MARK ON THE LEFT.
 SG0196'
 SG0196'A 64-FOOT TOWER IS NECESSARY TO CLEAR ALL LINES.
 SG0196'
 SG0196'THE KEWEENAW WATERWAYS LIGHTHOUSE IS VISIBLE FROM THE GROUND.
 SG0196'
 SG0196'HEIGHT OF LIGHT ABOVE STATION MARK - 22.5 METERS.
 SG0196
 SG0196                          STATION RECOVERY (1959)
 SG0196
 SG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0196'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 SG0196'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  DIRECTIONS
 SG0196'TO REFERENCE MARKS AND DISTANCES TO REFERENCE MARKS CHECKED
 SG0196'AND FOUND CORRECT.
 SG0196'
 SG0196'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 SG0196'FOUNDATION IS ALL THAT REMAINS OF ABANDONED SCHOOL BUILDING,
 SG0196'WITNESS POST AT REFERENCE MARK NO. 1 HAS BEEN REMOVED, AND
 SG0196'REFERENCE MARK NO. 2 IS ABOUT 4 FEET EAST OF WEST EDGE OF
 SG0196'GRAVEL PIT.
 SG0196
 SG0196                          STATION RECOVERY (1962)
 SG0196
 SG0196'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0196'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION AS
 SG0196'DESCRIBED.  AZIMUTH MARK WAS NOT FOUND.
 SG0196
 SG0196                          STATION RECOVERY (1975)
 SG0196
 SG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 SG0196'THE STATION AND REFERENCE MARKS WERE RECOVERED AS
 SG0196'DESCRIBED.  AZIMUTH MARK WAS NOT SEARCHED FOR.
 SG0196'
 SG0196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0196'3 MILE NE OF HANCOCK.
 SG0196
 SG0196                          STATION RECOVERY (1977)
 SG0196
 SG0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 SG0196'STATION MARK, AND REFERENCE MARKS 1 AND 2, RECOVERED IN GOOD
 SG0196'CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE FOUNDATION
 SG0196'AND PART OF THE ROCK WALL OF THE OLD SCHOOL BUILDING STILL STANDS.
 SG0196'
 SG0196'TO REACH FROM THE HANCOCK END OF THE HOUGHTON-HANCOCK BRIDGE,
 SG0196'FOLLOW U.S. HIGHWAY 41 TOWARD COPPER HARBOR FOR ABOUT 3 MILES
 SG0196'TO THE OLD FRANKLIN SCHOOL (A PROMINENT 3 STORY BRICK BUILDING) ON
 SG0196'THE LEFT.  CONTINUE AHEAD ON HIGHWAY FOR 0.5 MILE TO A PAVED
 SG0196'ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.0 MILE TO WHERE
 SG0196'THE PAVED ROAD TURNS RIGHT IN THE EAST EDGE OF THE VILLAGE OF
 SG0196'PAAVOLA.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A
 SG0196'CROSSROAD.  TURN LEFT, EAST, ON GRAVELED ROAD FOR 0.3 MILE TO
 SG0196'AN ANGLE CROSSROAD.  TURN SHARP RIGHT AND GO SOUTHWEST ON TRACK
 SG0196'ROAD FOR 0.05 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND GO 50
 SG0196'FEET TO DIM FORK.  TAKE THE RIGHT FORK AROUND TO RIGHT OF OLD
 SG0196'GRAVEL PIT FOR 0.1 MILE TO STATION EAST OF OLD ROCK WALL.
 SG0196'
 SG0196'STATION MARK IS 82 FEET SE OF SE CORNER OF SCHOOL BUILDING.  IT
 SG0196'PROJECTS ABOUT 2 INCHES AND DISK IS STAMPED ARCADIA 1939.
 SG0196'
 SG0196'REFERENCE MARK 1 IS 99-1/2 FEET SE OF SW CORNER OF THE
 SG0196'BUILDING.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 SG0196'ARCADIA NO1 1939.
 SG0196'
 SG0196'REFERENCE MARK 2 IS ABOUT 4 FEET EAST OF EAST BLUFF OF GRAVEL
 SG0196'PIT.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ARCADIA
 SG0196'NO2 1939.
 SG0196'
 SG0196'IT WOULD TAKE A 64 FOOT TOWER TO CLEAR ALL LINES.
 SG0196'
 SG0196'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0196'ABOUT 3 MILES NORTHEAST OF HANCOCK.
 SG0196
 SG0196                          STATION RECOVERY (1994)
 SG0196
 SG0196'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0196'STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) NORTHEAST OF HANCOCK IN THE
 SG0196'SOUTHWEST 1/4 OF SECTION 20, T-55-N, R-33-W AND ON THE HANCOCK
 SG0196'QUADRANGLE MAP.  TO REACH FROM HANCOCK END OF THE PORTAGE LAKE LIFT
 SG0196'BRIDGE, FOLLOW US HIGHWAY 41 FOR 5.02 KM (3.10 MI) TO A PAVED ROAD
 SG0196'(ARCADIAN ROAD) ON THE RIGHT.  TURN RIGHT AND GO EASTERLY 1.83 KM
 SG0196'(1.15 MI) TO A FORK IN THE ROAD.  TAKE THE LEFT FORK TOWARDS PAAVOLA
 SG0196'LOCATION, 0.93 KM (0.55 MI) TO A GRAVEL ROAD ON RIGHT (OPPOSITE
 SG0196'CONCORD STREET) .  TURN RIGHT AND GO 1.14 KM (0.70 MI) TO ROAD ANGLING
 SG0196'LEFT.  CONTINUE STRAIGHT ALONG GRAVEL ROAD 0.08 KM (0.05 MI) TO A
 SG0196'CABLED WOODS ROAD ON RIGHT.  FOLLOW WOODS ROAD 157 M (515.1 FT) TO
 SG0196'STATION ON THE LEFT.  STATION IS A STANDARD BRASS DISK SET IN THE TOP
 SG0196'OF A 1 FT (0.3 M) SQUARE CONCRETE POST, SET IN AN 11 M (36.1 FT)
 SG0196'DIAMETER EARTHEN MOUND, STABILIZED WITH A RIGHT OF PIPE AND TIRES.
 SG0196'REFERENCE MARKS 1 AND 2 WERE DESTROYED.
 SG0196
 SG0196                          STATION RECOVERY (2004)
 SG0196
 SG0196'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0196'THE MARK IS LOCATED ON GATED PRIVATE LAND IN AN OLD GRAVEL PIT. METAL.
 SG0196' 
 SG0196'TO REACH FROM HANCOCK END OF THE PORTAGE LAKE LIFT BRIDGE FOLLOW STATE
 SG0196'HWY M-26 EAST 3.1 MILES (TOWARD DOLLAR BAY) TO AIRPORT PARK ROAD,
 SG0196'THENCE 1.75 MILE NORTH MILES ALONG AIRPORT PARK ROAD TO A CROSS ROAD,
 SG0196'THENCE 0.65 MILES WEST (LEFT) ALONG FORSMAN ROAD TO A GATED 2 TRACK
 SG0196'WOODS RD LEFT, FOLLOW WOODS SOUTH ON FOOT ABOUT 500 FT TO THE MARK.
 SG0196'IT IS SET IN A 35 FT BY 5 FT HIGH CIRCULAR MOUND OF EARTH STABLIZED BY
 SG0196'OLD TIRES. THE MARK IS FLUSH WITH THE GROUND SURFACE AND 0.5 FT WEST
 SG0196'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0911 ***********************************************************************
 OJ0911  DESIGNATION -  ARGYLE RESET
 OJ0911  PID         -  OJ0911
 OJ0911  STATE/COUNTY-  MI/SANILAC
 OJ0911  USGS QUAD   -  ARGYLE (1978)
 OJ0911
 OJ0911                         *CURRENT SURVEY CONTROL
 OJ0911  ___________________________________________________________________
 OJ0911* NAD 83(1994)-  43 35 36.62109(N)    082 54 44.49757(W)     ADJUSTED  
 OJ0911* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 OJ0911  ___________________________________________________________________
 OJ0911  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 OJ0911  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 OJ0911
 OJ0911  HORZ ORDER  -  FIRST
 OJ0911
 OJ0911.The horizontal coordinates were established by classical geodetic methods
 OJ0911.and adjusted by the National Geodetic Survey in February 1997..
 OJ0911
 OJ0911.The orthometric height was scaled from a topographic map.
 OJ0911
 OJ0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0911
 OJ0911.The geoid height was determined by GEOID03.
 OJ0911
 OJ0911;                    North         East     Units Scale Factor Converg.
 OJ0911;SPC MI S     -   233,564.275 4,117,429.992   MT  0.99998335   +0 59 22.9
 OJ0911;SPC MI S     -   766,286.99 13,508,628.58   iFT  0.99998335   +0 59 22.9
 OJ0911;UTM  17      - 4,828,502.728   345,633.846   MT  0.99989311   -1 19 08.1
 OJ0911
 OJ0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0911!SPC MI S     -   0.99996542  x   0.99998335  =   0.99994877
 OJ0911!UTM  17      -   0.99996542  x   0.99989311  =   0.99985854
 OJ0911
 OJ0911:                Primary Azimuth Mark                     Grid Az
 OJ0911:SPC MI S     -  PALMS USLS 1908                          080 05 09.0
 OJ0911:UTM  17      -  PALMS USLS 1908                          082 23 40.0
 OJ0911
 OJ0911|---------------------------------------------------------------------|
 OJ0911| PID    Reference Object                     Distance      Geod. Az  |
 OJ0911|                                                           dddmmss.s |
 OJ0911| OJ0908 PALMS USLS 1908                     APPROX.12.8 KM 0810431.9 |
 OJ0911|---------------------------------------------------------------------|
 OJ0911
 OJ0911                          SUPERSEDED SURVEY CONTROL
 OJ0911
 OJ0911  NAD 83(1986)-  43 35 36.61006(N)    082 54 44.52260(W) AD(       ) 1
 OJ0911  NAD 27      -  43 35 36.54600(N)    082 54 44.74400(W) AD(       ) 1
 OJ0911
 OJ0911.Superseded values are not recommended for survey control.
 OJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0911.See file dsdata.txt to determine how the superseded data were derived.
 OJ0911
 OJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4563428503(NAD 83)
 OJ0911_MARKER: DD = SURVEY DISK
 OJ0911_SETTING: 0 = UNSPECIFIED SETTING
 OJ0911
 OJ0911  HISTORY     - Date     Condition        Report By
 OJ0911  HISTORY     - 1932     MONUMENTED       CGS
 OJ0911  HISTORY     - 1980     GOOD             MIDH
 OJ0911  HISTORY     - 19940717 GOOD             USPSQD
 OJ0911
 OJ0911                          STATION DESCRIPTION
 OJ0911
 OJ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0911'ABOUT 13 MILES EAST OF CASS CITY, 2 MILES NORTHEAST OF ARGYLE, IN
 OJ0911'NORTHEAST CORNER OF NW
 OJ0911'1/4 NW 1/4 SEC. 2, T. 13 N., R. 13 E., ARGYLE TOWNSHIP, ON LAND
 OJ0911'OWNED BY MARSHALL SCHAGENA.  TO
 OJ0911'REACH FROM ARGYLE, GO NORTH 1.0 MILE TO CROSSROADS,
 OJ0911'PROCEED EAST 1.0 MILE TO ANOTHER CROSSROADS,
 OJ0911'CONTINUE EAST 0.1 MILE TO GAP
 OJ0911'IN FIELD TO SOUTH, AND CONTINUE 150 YARDS SOUTHEAST TO STATION
 OJ0911'SITE ON TOP OF KNOLL.  STATION IS
 OJ0911'48 FEET NORTH OF EAST-AND-WEST FENCE LINE, 100 FEET WEST OF
 OJ0911'NORTH-AND- SOUTH FENCE LINE,
 OJ0911'ABOUT 80 FEET SOUTHWEST OF OLD PINE STUMP SURROUNDED BY CHERRY
 OJ0911'BUSHES, AND 1908 WAS REPORTED TO BE
 OJ0911'52 FEET SOUTH OF FENCE, 352 FEET SOUTH OF
 OJ0911'SECTION-LINE ROAD, 311 FEET EAST OF FENCE, 590 FEET
 OJ0911'FROM SOUTHWEST CORNER OF P. LAWRENCES
 OJ0911'HOUSE ON MAGNETIC BEARING 221 DEG 22 MIN, AND 1,274 FEET FROM CORNER
 OJ0911'COMMON TO SECTIONS 2 AND
 OJ0911'3, ARGYLE TOWNSHIP, AND SECTIONS 34 AND 35, APPIN TOWNSHIP,
 OJ0911'ON MAGNETIC BEARING 105 DEG 40 MIN.
 OJ0911'ORIGINAL SURFACE AND UNDERGROUND MARKS WERE
 OJ0911'LARGE SPIKES SURROUNDED BY 3 OTHERS IN TOPS OF CONCRETE
 OJ0911'MONUMENTS, INSCRIBED
 OJ0911'U.S.L.S. 1908.  UPPER MARK WAS FLUSH WITH GROUND AND LOWER MARK WAS
 OJ0911'18 INCHES BELOW
 OJ0911'SURFACE OF GROUND.  IN 1932, UPPER MARK WAS FOUND TO HAVE BEEN
 OJ0911'PLOWED UP, AND WAS REPLACED BY
 OJ0911'STANDARD STATION DISK IN CONCRETE STAMPED
 OJ0911'ARGYLE U S L S 1908-1932.  TWO REFERENCE MARKS
 OJ0911'AND AZIMUTH MARK, STANDARD
 OJ0911'REFERENCE DISKS IN CONCRETE WERE ESTABLISHED IN 1932
 OJ0911'AND MARKED IN SIMILAR
 OJ0911'MANNER.  NO. 1 PROJECTS 4 INCHES ABOVE GROUND, IS IN NORTH-AND-SOUTH
 OJ0911'FENCE LINE, ABOUT 40 FEET
 OJ0911'NORTH OF SOUTHEAST CORNER OF FIELD, AND 100.25 FEET (SLOPE
 OJ0911'DISTANCE) FROM STATION IN AZIMUTH 275 DEG 32
 OJ0911'MIN.  NO. 2 PROJECTS 3 INCHES ABOVE GROUND,
 OJ0911'IS IN EAST-AND-WEST FENCE LINE, ABOUT 100 FEET WEST OF
 OJ0911'SOUTHEAST CORNER OF FIELD, AND
 OJ0911'60.78 FEET (SLOPE DISTANCE) FROM STATION IN AZIMUTH 38 DEG. 20 MIN.
 OJ0911'AZIMUTH MARK PROJECTS 4 INCHES ABOVE
 OJ0911'GROUND, IS 17 FEET WEST OF CENTER LINE OF NORTH-AND-SOUTH
 OJ0911'SECTION-LINE ROAD, 2 FEET EAST OF
 OJ0911'WEST RIGHT-OF-WAY FENCE OF SAME ROAD, ABOUT 45 YARDS SOUTH OF
 OJ0911'CROSSROADS WITH TALL POPLAR TREE IN
 OJ0911'SOUTHEAST CORNER, AND APPROXIMATELY 0.2 MILE
 OJ0911'FROM STATION IN AZIMUTH 97 DEG 10 MIN 27 SEC.  AZIMUTH
 OJ0911'FROM STATION TO ARGYLE, CATHOLIC
 OJ0911'CHURCH, CROSS ON TIP OF STEEPLE, DISTANT 2 MILES, IS 28 DEG 31 MIN 52
 OJ0911'SEC.
 OJ0911
 OJ0911                          STATION RECOVERY (1980)
 OJ0911
 OJ0911'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0911'THE STATION WAS FOUND IN GOOD CONDITION 1 MILE EAST OF PREVIOUS
 OJ0911'DESCRIPTION.  OTHERWISE AS DESCRIBED.
 OJ0911'
 OJ0911'REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED IN 1932
 OJ0911'
 OJ0911'AZIMUTH MARK WAS NOT LOCATED.
 OJ0911
 OJ0911                          STATION RECOVERY (1994)
 OJ0911
 OJ0911'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0761 ***********************************************************************
 RJ0761  DESIGNATION -  ARMY IBC 1943
 RJ0761  PID         -  RJ0761
 RJ0761  STATE/COUNTY-  MI/CHIPPEWA
 RJ0761  USGS QUAD   -  
 RJ0761
 RJ0761                         *CURRENT SURVEY CONTROL
 RJ0761  ___________________________________________________________________
 RJ0761* NAD 83(1994)-  46 30 59.59308(N)    084 07 08.44453(W)     ADJUSTED  
 RJ0761* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0761  ___________________________________________________________________
 RJ0761  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 RJ0761  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0761
 RJ0761  HORZ ORDER  -  THIRD
 RJ0761
 RJ0761.The horizontal coordinates were established by classical geodetic methods
 RJ0761.and adjusted by the National Geodetic Survey in February 1997..
 RJ0761
 RJ0761.The orthometric height was scaled from a topographic map.
 RJ0761
 RJ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0761
 RJ0761.The geoid height was determined by GEOID03.
 RJ0761
 RJ0761;                    North         East     Units Scale Factor Converg.
 RJ0761;SPC MI N     -   196,654.883 8,221,016.608   MT  0.99991096   +2 04 56.5
 RJ0761;SPC MI N     -   645,193.19 26,971,839.27   iFT  0.99991096   +2 04 56.5
 RJ0761;SPC MI C     -   355,647.989 6,019,010.336   MT  1.00029203   +0 10 29.8
 RJ0761;SPC MI C     - 1,166,824.11 19,747,409.24   iFT  1.00029203   +0 10 29.8
 RJ0761;UTM  16      - 5,155,475.719   720,991.698   MT  1.00020034   +2 05 28.4
 RJ0761
 RJ0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0761!SPC MI N     -   0.99997817  x   0.99991096  =   0.99988913
 RJ0761!SPC MI C     -   0.99997817  x   1.00029203  =   1.00027019
 RJ0761!UTM  16      -   0.99997817  x   1.00020034  =   1.00017851
 RJ0761
 RJ0761|---------------------------------------------------------------------|
 RJ0761| PID    Reference Object                     Distance      Geod. Az  |
 RJ0761|                                                           dddmmss.s |
 RJ0761| RJ0760 TERTIARY 29 USLS                      1.161 METERS 07856     |
 RJ0761| RJ0756 CHURCH IBC 1943                     317.134 METERS 23918     |
 RJ0761| RJ0757 SQUAW IBC 1943                      324.519 METERS 29220     |
 RJ0761| RJ0750 HICKLER IBC 1943                    366.589 METERS 32425     |
 RJ0761| RJ0749 REF MON 24 IBC ECC 1943             411.612 METERS 3512706.2 |
 RJ0761|---------------------------------------------------------------------|
 RJ0761
 RJ0761                          SUPERSEDED SURVEY CONTROL
 RJ0761
 RJ0761  NAD 83(1986)-  46 30 59.58721(N)    084 07 08.45391(W) AD(       ) 3
 RJ0761  NAD 27      -  46 30 59.50100(N)    084 07 08.34800(W) AD(       ) 3
 RJ0761
 RJ0761.Superseded values are not recommended for survey control.
 RJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0761.See file dsdata.txt to determine how the superseded data were derived.
 RJ0761
 RJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2099255476(NAD 83)
 RJ0761_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0761+STABILITY: SURFACE MOTION
 RJ0761
 RJ0761  HISTORY     - Date     Condition        Report By
 RJ0761  HISTORY     - 1943     MONUMENTED       IBC
 RJ0761
 RJ0761                          STATION DESCRIPTION
 RJ0761
 RJ0761'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0761'ON CHURCHVILLE POINT, SURGAR ISLAND, ON SAND HILLOCK.  IT IS 45
 RJ0761'FEET W OF HIGHWATER MARK, 8 FEET ABOVE, 35 FEET FROM TOP OF BANK,
 RJ0761'AND 1.160 METERS (3.81 FEET) FROM TERTIARY 29 (U S L S),
 RJ0761'S 78 DEG 56 MIN W.
 RJ0761'
 RJ0761'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0761'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET 1
 RJ0761'ABOVE THE SURFACE OF THE GROUND.
 RJ0761'
 RJ0761'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0761'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0761'2 INCHES ABOVE SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUNDHEADED
 RJ0761'COPPER RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10
 RJ0761'INCHES LONG SET 22 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0517 ***********************************************************************
 RK0517  DESIGNATION -  ARNOLD
 RK0517  PID         -  RK0517
 RK0517  STATE/COUNTY-  MI/MARQUETTE
 RK0517  USGS QUAD   -  ARNOLD (1989)
 RK0517
 RK0517                         *CURRENT SURVEY CONTROL
 RK0517  ___________________________________________________________________
 RK0517* NAD 83(1994)-  46 04 41.94454(N)    087 29 18.33662(W)     ADJUSTED  
 RK0517* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 RK0517  ___________________________________________________________________
 RK0517  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 RK0517  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 RK0517
 RK0517  HORZ ORDER  -  FIRST
 RK0517
 RK0517.The horizontal coordinates were established by classical geodetic methods
 RK0517.and adjusted by the National Geodetic Survey in February 1997..
 RK0517
 RK0517.The orthometric height was scaled from a topographic map.
 RK0517
 RK0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0517
 RK0517.The geoid height was determined by GEOID03.
 RK0517
 RK0517;                    North         East     Units Scale Factor Converg.
 RK0517;SPC MI N     -   144,046.122 7,962,221.927   MT  0.99990933   -0 21 10.9
 RK0517;SPC MI N     -   472,592.26 26,122,775.35   iFT  0.99990933   -0 21 10.9
 RK0517;UTM  16      - 5,102,865.160   462,233.391   MT  0.99961753   -0 21 06.5
 RK0517
 RK0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0517!SPC MI N     -   0.99995209  x   0.99990933  =   0.99986142
 RK0517!UTM  16      -   0.99995209  x   0.99961753  =   0.99956964
 RK0517
 RK0517|---------------------------------------------------------------------|
 RK0517| PID    Reference Object                     Distance      Geod. Az  |
 RK0517|                                                           dddmmss.s |
 RK0517| CJ1806 ARNOLD RM 1                          29.744 METERS 00656     |
 RK0517| CJ1805 ARNOLD AZ MK                                       0122532.5 |
 RK0517| RK0511 LATHROP TV RELAY MAST               APPROX.21.9 KM 0684824.8 |
 RK0517| RK0557 ALFRED                              APPROX.13.5 KM 2732339.9 |
 RK0517| RK0516 ARNOLD 1954 RM 2                     10.671 METERS 29812     |
 RK0517|---------------------------------------------------------------------|
 RK0517
 RK0517                          SUPERSEDED SURVEY CONTROL
 RK0517
 RK0517  NAD 83(1986)-  46 04 41.94133(N)    087 29 18.33278(W) AD(       ) 1
 RK0517  NAD 27      -  46 04 42.11200(N)    087 29 17.84600(W) AD(       ) 1
 RK0517
 RK0517.Superseded values are not recommended for survey control.
 RK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0517.See file dsdata.txt to determine how the superseded data were derived.
 RK0517
 RK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6223302865(NAD 83)
 RK0517_MARKER: DS = TRIANGULATION STATION DISK
 RK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0517
 RK0517  HISTORY     - Date     Condition        Report By
 RK0517  HISTORY     - 1954     MONUMENTED       CGS
 RK0517  HISTORY     - 1956     GOOD             CGS
 RK0517
 RK0517                          STATION DESCRIPTION
 RK0517
 RK0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0517'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL VILLAGE OF
 RK0517'ARNOLD ON THE EAST SIDE OF GRAVEL COUNTY ROUTE 557.  IT IS 46 FEET
 RK0517'SOUTH OF THE CENTER OF A DRIVEWAY, 21 FEET EAST OF THE SOUTHEAST
 RK0517'LEG OF THE ARNOLD FOREST SERVICE LOOKOUT TOWER AND 3 FEET WEST OF A
 RK0517'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RK0517'STAMPED ARNOLD 1954.
 RK0517'
 RK0517'REFERENCE MARK NO. 1 IS 50 FEET NORTH OF THE CENTER OF THE DRIVEWAY,
 RK0517'32 FEET SOUTH OF A SMALL WOODSHED AND 25 FEET WEST OF A SMALL TOOL
 RK0517'SHED.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARNOLD NO
 RK0517'1 1954.
 RK0517'
 RK0517'REFERENCE MARK NO. 2 IS SET IN THE CENTER OF THE BASE OF THE LOOKOUT
 RK0517'TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ARNOLD NO
 RK0517'2 1954.  A TRAVERSE CONNECTION WAS MADE FROM THE STATION MARK TO
 RK0517'REFERENCE MARK NO. 2 AND THE DISTANCE AND DIRECTION ARE SHOWN
 RK0517'ABOVE.
 RK0517'
 RK0517'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 RK0517'
 RK0517'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD, GO NORTH ON
 RK0517'GRAVEL COUNTY ROUTE 557 FOR 2.1 MILES TO THE STATION ON THE RIGHT AS
 RK0517'DESCRIBED.
 RK0517'
 RK0517'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0517
 RK0517                          STATION RECOVERY (1956)
 RK0517
 RK0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0517'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 RK0517'RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS ARE IN GOOD
 RK0517'CONDITION, THE DISTANCES AND DIRECTIONS ARE VERIFIED AND THE
 RK0517'DESCRIPTION IS ENTIRELY ADEQUATE.
 RK0517'
 RK0517'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 RK0517'
 RK0517'AZIMUTH MARK, A STANDARD DISK, STAMPED ARNOLD 1954, SET IN THE TOP OF
 RK0517'A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 64 FEET NORTH OF
 RK0517'A POWER LINE POLE, 61 FEET WEST OF THE CENTER OF COUNTY ROAD 557 AND
 RK0517'1 FOOT EAST OF THE EAST EDGE OF A POWER LINE.
 RK0517'
 RK0517'A STANDARD WITNESS POST WAS SET 1 FOOT NORTH OF THE AZIMUTH MARK.
 RK0517'
 RK0517'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON COUNTY ROAD 557
 RK0517'(GRAVEL ROAD) FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 RK0517'
 RK0517'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION MARK AND
 RK0517'WOULD REQUIRE CONSIDERABLE CLEARING TO BE MADE SO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0839 ***********************************************************************
 OJ0839  DESIGNATION -  ARNOLD
 OJ0839  PID         -  OJ0839
 OJ0839  STATE/COUNTY-  MI/SANILAC
 OJ0839  USGS QUAD   -  SNOVER (1963)
 OJ0839
 OJ0839                         *CURRENT SURVEY CONTROL
 OJ0839  ___________________________________________________________________
 OJ0839* NAD 83(1994)-  43 28 05.28095(N)    082 59 43.85527(W)     ADJUSTED  
 OJ0839* NAVD 88     -       256.67   (+/-2cm)     842.1    (feet)  VERTCON   
 OJ0839  ___________________________________________________________________
 OJ0839  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 OJ0839  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 OJ0839
 OJ0839  HORZ ORDER  -  FIRST
 OJ0839  VERT ORDER  -  THIRD ? (See Below)
 OJ0839
 OJ0839.The horizontal coordinates were established by classical geodetic methods
 OJ0839.and adjusted by the National Geodetic Survey in February 1997..
 OJ0839
 OJ0839.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0839.The vertical order pertains to the NGVD 29 superseded value.
 OJ0839
 OJ0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0839
 OJ0839.The geoid height was determined by GEOID03.
 OJ0839
 OJ0839;                    North         East     Units Scale Factor Converg.
 OJ0839;SPC MI S     -   219,524.620 4,110,942.976   MT  0.99995864   +0 55 59.2
 OJ0839;SPC MI S     -   720,225.13 13,487,345.72   iFT  0.99995864   +0 55 59.2
 OJ0839;UTM  17      - 4,814,736.513   338,587.283   MT  0.99992049   -1 22 23.2
 OJ0839
 OJ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0839!SPC MI S     -   0.99996510  x   0.99995864  =   0.99992375
 OJ0839!UTM  17      -   0.99996510  x   0.99992049  =   0.99988560
 OJ0839
 OJ0839|---------------------------------------------------------------------|
 OJ0839| PID    Reference Object                     Distance      Geod. Az  |
 OJ0839|                                                           dddmmss.s |
 OJ0839| CH0751 ARNOLD RM 1                          72.600 METERS 02312     |
 OJ0839| OJ0910 ARGYLE CATHOLIC CHURCH USLS         APPROX.11.6 KM 0244811.5 |
 OJ0839| CH0750 ARNOLD AZ MK                                       1211443.4 |
 OJ0839| CH0752 ARNOLD RM 2                          39.496 METERS 15238     |
 OJ0839| OJ0930 WILMOT                              APPROX.10.5 KM 2742640.4 |
 OJ0839| OJ0924 CASS CITY MUNICIPAL TANK            APPROX.20.9 KM 3142044.8 |
 OJ0839|---------------------------------------------------------------------|
 OJ0839
 OJ0839                          SUPERSEDED SURVEY CONTROL
 OJ0839
 OJ0839  NAD 83(1986)-  43 28 05.26874(N)    082 59 43.88256(W) AD(       ) 1
 OJ0839  NAD 27      -  43 28 05.19900(N)    082 59 44.09600(W) AD(       ) 1
 OJ0839  NGVD 29 (07/19/86)  256.79   (m)          842.5    (f) LEVELING    3  
 OJ0839
 OJ0839.Superseded values are not recommended for survey control.
 OJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0839.See file dsdata.txt to determine how the superseded data were derived.
 OJ0839
 OJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3858714737(NAD 83)
 OJ0839_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0839_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0839
 OJ0839  HISTORY     - Date     Condition        Report By
 OJ0839  HISTORY     - 1932     MONUMENTED       CGS
 OJ0839  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ0839  HISTORY     - 1980     GOOD             MIDH
 OJ0839  HISTORY     - 19940717 GOOD             USPSQD
 OJ0839
 OJ0839                          STATION DESCRIPTION
 OJ0839
 OJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0839'ABOUT 8 MILES NORTHWEST OF SANDUSKY, 1-1/2 MILES NORTHWEST OF SNOVER,
 OJ0839'ON LAND OWNED BY WILLIAM E. ARNOLD ABOUT 450 YARDS
 OJ0839'SOUTHWEST OF ARNOLDS HOUSE, 450 YARDS WEST OF ROAD, 117 FEET
 OJ0839'NORTH OF FENCE CORNER, 14 FEET
 OJ0839'WEST OF FENCE AT SMALL ANGLE IN FENCE, 30 FEET SOUTHEAST
 OJ0839'OF BREAK OF SLOPE ON NORTHWEST SIDE OF HILL, AND
 OJ0839'25 FEET EAST OF GRAVEL PIT ON WEST
 OJ0839'SLOPE OF HILL.  TO REACH FROM KINGSTON, GO EAST 11.0 MILES ON ROUTE
 OJ0839'M-46 TO GRAVEL ROAD TO
 OJ0839'NORTH, PROCEED NORTH 3.0 MILES TO SNOVER, PROCEED WEST 1.0 MILE ON
 OJ0839'GRAVEL ROAD TO ROAD TO NORTH,
 OJ0839'PROCEED NORTH 0.6 MILE TO ARNOLDS HOUSE WHICH IS ON
 OJ0839'HILLSIDE 100 YARDS WEST OF ROAD, FOLLOW FARM
 OJ0839'ROAD WEST 1/4 MILE THROUGH PASTURE AND
 OJ0839'BEAR LEFT AROUND BASE OF HILL TO ITS NORTHWEST SIDE, AND CLIMB
 OJ0839'STEEP SLOPE OF HILL TO LEFT TO
 OJ0839'STATION SITE AT TOP.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 OJ0839'STATION MARKS IN CONCRETE,
 OJ0839'NOTES 1A AND 7A.  UPPER MARK PROJECTS 2 INCHES.
 OJ0839'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OJ0839'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ0839'NO. 1 PROJECTS 5 INCHES, IS 1 FOOT WEST OF FENCE, 12 FEET
 OJ0839'SOUTHEAST OF BREAK OF SLOPE ON
 OJ0839'NORTHWEST SIDE OF HILL, AND 72.60 FEET FROM STATION IN AZIMUTH 203
 OJ0839'DEG. 12 MIN.  NO. 2 PROJECTS 4 INCHES,
 OJ0839'IS 1 FOOT NORTH OF FENCE, 54 FEET EAST OF FENCE, 54 FEET EAST OF
 OJ0839'FENCE CORNER, AND 129.58 FEET FROM STATION IN AZIMUTH 332
 OJ0839'DEG. 38 MIN.  AZIMUTH MARK PROJECTS 5 INCHES, IS ON
 OJ0839'RIGHT-OF-WAY OF PUBLIC ROAD, 28 FEET WEST OF CENTER
 OJ0839'LINE OF ROAD, 21 FEET NORTH OF
 OJ0839'CENTER OF GATE, 75 FEET WEST OF CONCRETE SILO ON EAST SIDE OF ROAD,
 OJ0839'AND APPROXIMATELY 0.25 MILE FROM
 OJ0839'STATION IN AZIMUTH 301 DEG. 14 MIN. 42 SEC.  AZIMUTH FROM STATION TO
 OJ0839'SNOVER, HIGH SCHOOL, BALL ON BELFRY,
 OJ0839'DISTANT APPROXIMATELY 1-1/2 MILES, IS 291 DEG. 38 MIN. 43 SEC.
 OJ0839
 OJ0839                          STATION RECOVERY (1958)
 OJ0839
 OJ0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ0839'THE STATION IS 396 MILES NORTH AND 8.3 WEST OF SANDUSKY, 3.6 MILE
 OJ0839'NORTH AND 1.3 MILES WEST OF
 OJ0839'SNOVER, T 12 N, R 12 E, IN NORTHEAST 1/4 SEC. 13, 1300 FEET WEST OF
 OJ0839'ARNOLD ROAD.
 OJ0839'
 OJ0839'TO REACH FROM ARNOLD ROAD, DRIVE WEST TO FARMHOUSE WHICH IS ON
 OJ0839'HILLSIDE 100 YARDS WEST OF
 OJ0839'ROAD, FOLLOW FARM ROAD WEST 1/4 MILE THRU PASTURE AND BEAR RIGHT
 OJ0839'AROUND BASE OF HILL TO ITS NORTHEAST
 OJ0839'SIDE AND CLIMB STEEP SLOPE OF HILL TO LEFT TO STATION SITE AT AT TOP.
 OJ0839'
 OJ0839'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISCS, STATION MARKS IN
 OJ0839'CONCRETE, NOTES 1A AND 7A.
 OJ0839'UPPER MARK PROJEVTS 2 INCHES, 72 FEET NORTH OF BREAK OF SLOPE ON
 OJ0839'SOUTH SIDE OF HILL, 69 FEET EAST OF
 OJ0839'A NORTH-SOUTH FENCE, IN CONCRETE POST, STANDARD TABLET STAMPED
 OJ0839'ARNOLD 1932.
 OJ0839'
 OJ0839'REFERENCE MARK 1 IS 70 FEET NORTH AND 13 FEET EAST OF STATION, 29
 OJ0839'FEET EAST OF NORTH-SOUTH
 OJ0839'FENCE AT BREAK OF SLOPE ON NORTHWEST SIDE OF HILL, IN CONCRETE POST,
 OJ0839'PROJECTING 5 INCHES, STANDARD TABLET
 OJ0839'STAMPED RM NO 1.
 OJ0839'
 OJ0839'REFERENCE MARK 2 IS 111 FEET SOUTH AND 47 FEET EAST OF STATION, 1
 OJ0839'FOOT NORTH OF EAST-WEST
 OJ0839'FENCE, IN CONCRETE POST SET FLUSH WITH GROUND, STANDARD TABLET
 OJ0839'STAMPED RM NO 2.
 OJ0839
 OJ0839                          STATION RECOVERY (1980)
 OJ0839
 OJ0839'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0839'THE STATION IS IN GOOD CONDITION FLUSH WITH GROUND.  THE FARMHOUSE
 OJ0839'FROM THE 1958 DESCRIPTION HAS BEEN REMOVED BUT THE FARM ROAD STILL
 OJ0839'EXISTS.  THE STATION IS ON A HIGH POINT OF THE NORTHWEST SIDE OF HILL
 OJ0839'IN NORTH SIDE OF JUNK PILE, 69 FEET EAST OF NORTH SOUTH FENCE,
 OJ0839'33 FEET SOUTH OF TWO TRACK TRAIL, 4.0 SOUTHEAST OF WITNESS POST.
 OJ0839'IT IS POSSIBLE TO DRIVE IN A FAIRLY STRAIGHT LINE FROM FIELD DRIVE, UP
 OJ0839'VALLEY ON NORTHEAST SIDE OF HILL, IN A WESTERLY DIRECTION TO STATION
 OJ0839'ON TOP, IN DRY CONDITIONS.
 OJ0839'
 OJ0839'REFERENCE MARK 1 IS IN GOOD CONDITION PROJECTING 2 INCHES.
 OJ0839'
 OJ0839'REFERENCE MARK 2 COULD NOT BE LOCATED AND APPEARS TO HAVE BEEN
 OJ0839'DESTROYED BY SHALLOW EXCAVATION FOR EAST/WEST FENCE REMOVAL
 OJ0839'THE SET AZIMUTH MARK WAS SEARCHED FOR BUT NOT LOCATED.
 OJ0839
 OJ0839                          STATION RECOVERY (1994)
 OJ0839
 OJ0839'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0516 ***********************************************************************
 RK0516  DESIGNATION -  ARNOLD 1954 RM 2
 RK0516  PID         -  RK0516
 RK0516  STATE/COUNTY-  MI/MARQUETTE
 RK0516  USGS QUAD   -  ARNOLD (1989)
 RK0516
 RK0516                         *CURRENT SURVEY CONTROL
 RK0516  ___________________________________________________________________
 RK0516* NAD 83(1994)-  46 04 42.10782(N)    087 29 18.77432(W)     ADJUSTED  
 RK0516* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 RK0516  ___________________________________________________________________
 RK0516  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 RK0516  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 RK0516
 RK0516  HORZ ORDER  -  SECOND
 RK0516
 RK0516.The horizontal coordinates were established by classical geodetic methods
 RK0516.and adjusted by the National Geodetic Survey in February 1997..
 RK0516
 RK0516.The orthometric height was scaled from a topographic map.
 RK0516
 RK0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0516
 RK0516.The geoid height was determined by GEOID03.
 RK0516
 RK0516;                    North         East     Units Scale Factor Converg.
 RK0516;SPC MI N     -   144,051.220 7,962,212.554   MT  0.99990933   -0 21 11.2
 RK0516;SPC MI N     -   472,608.99 26,122,744.60   iFT  0.99990933   -0 21 11.2
 RK0516;UTM  16      - 5,102,870.257   462,224.021   MT  0.99961754   -0 21 06.8
 RK0516
 RK0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0516!SPC MI N     -   0.99995209  x   0.99990933  =   0.99986142
 RK0516!UTM  16      -   0.99995209  x   0.99961754  =   0.99956965
 RK0516
 RK0516                          SUPERSEDED SURVEY CONTROL
 RK0516
 RK0516  NAD 83(1986)-  46 04 42.10461(N)    087 29 18.77048(W) AD(       ) 2
 RK0516  NAD 27      -  46 04 42.27500(N)    087 29 18.28400(W) AD(       ) 2
 RK0516
 RK0516.Superseded values are not recommended for survey control.
 RK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0516.See file dsdata.txt to determine how the superseded data were derived.
 RK0516
 RK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6222402870(NAD 83)
 RK0516_MARKER: DS = TRIANGULATION STATION DISK
 RK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0516+STABILITY: SURFACE MOTION
 RK0516
 RK0516  HISTORY     - Date     Condition        Report By
 RK0516  HISTORY     - 1954     MONUMENTED       CGS
 RK0516
 RK0516                          STATION DESCRIPTION
 RK0516
 RK0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0516'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL TOWN OF
 RK0516'ARNOLD.  IT IS A FOUR LEGGED WOODEN STRUCTURE ABOUT 110 FEET HIGH
 RK0516'WITH A LOOKOUT CAGE ON TOP.  REFERENCE MARK ARNOLD NO 2 IS AT THE
 RK0516'CENTER OF THE BASE OF THE LOOKOUT TOWER AND A TRAVERSE CONNECTION WAS
 RK0516'MADE TO THIS MARK FROM TRIANGULATION STATION ARNOLD.  THE DISTANCE
 RK0516'IS 10.671 METERS (35.01 FEET).
 RK0516'
 RK0516'TO REACH THE STATION FROM THE POST OFFICE IN ARNOLD, GO NORTH ON
 RK0516'GRAVEL COUNTY ROUTE 557 FOR 2.1 MILES TO THE STATION ON THE RIGHT AS
 RK0516'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0772 ***********************************************************************
 NE0772  DESIGNATION -  ARP
 NE0772  PID         -  NE0772
 NE0772  STATE/COUNTY-  MI/GENESEE
 NE0772  USGS QUAD   -  FLINT SOUTH (1975)
 NE0772
 NE0772                         *CURRENT SURVEY CONTROL
 NE0772  ___________________________________________________________________
 NE0772* NAD 83(1994)-  42 58 00.47190(N)    083 44 30.52846(W)     ADJUSTED  
 NE0772* NAVD 88     -       234.755  (meters)     770.19   (feet)  ADJUSTED  
 NE0772  ___________________________________________________________________
 NE0772  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 NE0772  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NE0772  DYNAMIC HT  -         234.694 (meters)     769.99  (feet)  COMP
 NE0772  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 NE0772
 NE0772  HORZ ORDER  -  THIRD
 NE0772  VERT ORDER  -  SECOND    CLASS 0
 NE0772
 NE0772.This mark is at Bishop Intl Airport (FNT)
 NE0772
 NE0772.The horizontal coordinates were established by classical geodetic methods
 NE0772.and adjusted by the National Geodetic Survey in February 1997..
 NE0772
 NE0772.The orthometric height was determined by differential leveling
 NE0772.and adjusted by the National Geodetic Survey in June 1991..
 NE0772
 NE0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0772
 NE0772.The geoid height was determined by GEOID03.
 NE0772
 NE0772.The dynamic height is computed by dividing the NAVD 88
 NE0772.geopotential number by the normal gravity value computed on the
 NE0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0772.degrees latitude (g = 980.6199 gals.).
 NE0772
 NE0772.The modeled gravity was interpolated from observed gravity values.
 NE0772
 NE0772;                    North         East     Units Scale Factor Converg.
 NE0772;SPC MI S     -   163,117.533 4,050,973.397   MT  0.99990789   +0 25 30.8
 NE0772;SPC MI S     -   535,162.51 13,290,595.13   iFT  0.99990789   +0 25 30.8
 NE0772;UTM  17      - 4,760,775.772   276,392.823   MT  1.00021515   -1 52 10.3
 NE0772
 NE0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0772!SPC MI S     -   0.99996850  x   0.99990789  =   0.99987639
 NE0772!UTM  17      -   0.99996850  x   1.00021515  =   1.00018364
 NE0772
 NE0772|---------------------------------------------------------------------|
 NE0772| PID    Reference Object                     Distance      Geod. Az  |
 NE0772|                                                           dddmmss.s |
 NE0772| NE1523 BISHOP APT STA D                    341.705 METERS 17109     |
 NE0772| NE1524 BISHOP APT STA C                    357.422 METERS 17444     |
 NE0772| NE1538 BISHOP AIRPORT ARP STA B            APPROX. 0.8 KM 2864354.7 |
 NE0772|---------------------------------------------------------------------|
 NE0772
 NE0772                          SUPERSEDED SURVEY CONTROL
 NE0772
 NE0772  NAD 83(1986)-  42 58 00.47009(N)    083 44 30.55469(W) AD(       ) 3
 NE0772  NAD 27      -  42 58 00.37000(N)    083 44 30.70900(W) AD(       ) 3
 NE0772  NGVD 29 (??/??/92)  234.904  (m)          770.68   (f) ADJ UNCH    2 0
 NE0772
 NE0772.Superseded values are not recommended for survey control.
 NE0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0772.See file dsdata.txt to determine how the superseded data were derived.
 NE0772
 NE0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7639360776(NAD 83)
 NE0772_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE0772_SETTING: 0 = UNSPECIFIED SETTING
 NE0772_SP_SET: SET INTO TOP OF A CONCRETE POST
 NE0772_STAMPING: ARP 1959
 NE0772_MARK LOGO: CGS   
 NE0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0772
 NE0772  HISTORY     - Date     Condition        Report By
 NE0772  HISTORY     - 1959     MONUMENTED       CGS
 NE0772  HISTORY     - 1959     GOOD             CGS
 NE0772  HISTORY     - 1965     GOOD             NGS
 NE0772  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE0772  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE0772  HISTORY     - 1975     GOOD             NGS
 NE0772  HISTORY     - 1978     GOOD             NGS
 NE0772  HISTORY     - 1978     GOOD             NGS
 NE0772  HISTORY     - 19920615 GOOD             NGS
 NE0772  HISTORY     - 20050128 GOOD             USPSQD
 NE0772
 NE0772                          STATION DESCRIPTION
 NE0772
 NE0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 NE0772'AT BISHOP AIRPORT.
 NE0772'ON RANGE WITH THE CENTER OF A RED AND WHITE CHECKED WATER TANK
 NE0772'AT THE OTTERBURN CHEVROLET PLANT NEAR SWARTZ CREEK AND THE
 NE0772'NORTH GABLE OF THE GLIDE SLOPE INDICATOR BUILDING, 759.0 FEET
 NE0772'NW OF THE NW EDGE OF RUNWAY 4-22, 12 FEET NE OF THE CENTER LINE
 NE0772'OF THE ROAD TO VORTAC PROJECTED, 332.3 FEET EAST OF THE EAST
 NE0772'EDGE OF THE N-S RUNWAY AND 312.8 FEET NNW OF THE NW CORNER OF
 NE0772'THE VORTAC BUILDING.
 NE0772
 NE0772                          STATION RECOVERY (1959)
 NE0772
 NE0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE0772'THE STATION IS LOCATED AT BISHOP AIRPORT IN THE TRIANGLE
 NE0772'FORMED BY RUNWAYS 18-36, 4-22 AND 9-27.  IT IS ON RANGE
 NE0772'WITH THE CENTER OF A RED AND WHITE CHECKED WATER TANK AT THE
 NE0772'OTTERBURN CHEVROLET PLANT NEAR SWARTZ CREEK AND THE
 NE0772'NORTH GABLE OF THE GLIDE SLOPE INDICATOR BUILDING,
 NE0772'759.0 FEET NW OF THE NW EDGE OF RUNWAY 4-22, 12 FEET NE OF THE
 NE0772'CENTER LINE OF THE ROAD TO VORTAC EXTENDED,
 NE0772'332 FEET E OF THE E EDGE OF N-S RWY, 313 FT NNW OF
 NE0772'NW CORNER OF VORTAC.
 NE0772
 NE0772                          STATION RECOVERY (1965)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NE0772'RECOVERED IN GOOD CONDITION.
 NE0772
 NE0772                          STATION RECOVERY (1965)
 NE0772
 NE0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FBM)
 NE0772'THIS STATION WAS RECOVERED AS DESCRIBED.
 NE0772
 NE0772                          STATION RECOVERY (1971)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE0772'RECOVERED IN GOOD CONDITION AS DESCRIBED
 NE0772'
 NE0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE0772
 NE0772                          STATION RECOVERY (1975)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE0772'RECOVERED AS DESCRIBED WITH EXCEPTION OF FOLLOWING NOTE.
 NE0772'
 NE0772'THE ILS-GS ANTENNA AND BUILDING FOR RUNWAY 18/36 HAVE BEEN REMOVED.
 NE0772'
 NE0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE0772
 NE0772                          STATION RECOVERY (1978)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0772'RECOVERED IN GOOD CONDITION.
 NE0772
 NE0772                          STATION RECOVERY (1978)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 NE0772'RECOVERED AS DESCRIBED.
 NE0772'
 NE0772'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FLINT.
 NE0772
 NE0772                          STATION RECOVERY (1992)
 NE0772
 NE0772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NE0772'THE STATION IS LOCATED AT BISHOP AIRPORT IN THE TRIANGLE FORMED BY
 NE0772'RUNWAYS 5-23, 9-27, AND 18-36.  IT IS 759.0 FT (231.3 M) NW OF THE NW
 NE0772'EDGE OF RWY 5-23, 332.0 FT (101.2 M) EAST OF THE EAST EDGE OF RWY
 NE0772'18-36, 312.0 FT (95.1 M) NNW OF THE NW CORNER OF THE VORTAC AND 12 FT
 NE0772'(3.7 M) NE OF THE CENTERLINE EXTENDED OF THE ROAD TO THE VORTAC.  IT
 NE0772'IS A STANDARD TOPO DISK STAMPED ARP 1959 SET IN THE TOP OF A CONCRETE
 NE0772'POST FLUSH WITH THE GROUND.
 NE0772
 NE0772                          STATION RECOVERY (2005)
 NE0772
 NE0772'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0035 ***********************************************************************
 OL0035  DESIGNATION -  ARP
 OL0035  PID         -  OL0035
 OL0035  STATE/COUNTY-  MI/MUSKEGON
 OL0035  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0035
 OL0035                         *CURRENT SURVEY CONTROL
 OL0035  ___________________________________________________________________
 OL0035* NAD 83(1994)-  43 10 15.93160(N)    086 14 09.46669(W)     ADJUSTED  
 OL0035* NAVD 88     -       190.418  (meters)     624.73   (feet)  ADJUSTED  
 OL0035  ___________________________________________________________________
 OL0035  X           -     305,857.649 (meters)                     COMP
 OL0035  Y           -  -4,649,033.587 (meters)                     COMP
 OL0035  Z           -   4,341,490.689 (meters)                     COMP
 OL0035  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 OL0035  ELLIP HEIGHT-         156.67  (meters)          (07/17/02) GPS OBS
 OL0035  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 OL0035  DYNAMIC HT  -         190.377 (meters)     624.60  (feet)  COMP
 OL0035  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 OL0035
 OL0035  HORZ ORDER  -  FIRST
 OL0035  VERT ORDER  -  FIRST     CLASS II
 OL0035  ELLP ORDER  -  FOURTH    CLASS I
 OL0035
 OL0035.This mark is at Muskegon Airport (MKG)
 OL0035
 OL0035.The horizontal coordinates were established by GPS observations
 OL0035.and adjusted by the National Geodetic Survey in February 1997..
 OL0035
 OL0035.The orthometric height was determined by differential leveling
 OL0035.and adjusted by the National Geodetic Survey in June 1991..
 OL0035
 OL0035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0035
 OL0035.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0035
 OL0035.The ellipsoidal height was determined by GPS observations
 OL0035.and is referenced to NAD 83.
 OL0035
 OL0035.The geoid height was determined by GEOID03.
 OL0035
 OL0035.The dynamic height is computed by dividing the NAVD 88
 OL0035.geopotential number by the normal gravity value computed on the
 OL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0035.degrees latitude (g = 980.6199 gals.).
 OL0035
 OL0035.The modeled gravity was interpolated from observed gravity values.
 OL0035
 OL0035;                    North         East     Units Scale Factor Converg.
 OL0035;SPC MI S     -   187,309.481 3,848,024.120   MT  0.99991932   -1 16 19.6
 OL0035;SPC MI S     -   614,532.42 12,624,751.05   iFT  0.99991932   -1 16 19.6
 OL0035;UTM  16      - 4,780,097.874   562,102.451   MT  0.99964744   +0 31 21.9
 OL0035
 OL0035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0035!SPC MI S     -   0.99997543  x   0.99991932  =   0.99989475
 OL0035!UTM  16      -   0.99997543  x   0.99964744  =   0.99962288
 OL0035
 OL0035                          SUPERSEDED SURVEY CONTROL
 OL0035
 OL0035  ELLIP H (02/03/97)  156.69   (m)                       GP(       ) 4 1
 OL0035  NAD 83(1994)-  43 10 15.93343(N)    086 14 09.47791(W) AD(       ) 1
 OL0035  NAVD 88 (12/16/94)  190.42   (m)          624.7    (f) LEVELING    3  
 OL0035  NGVD 29 (??/??/92)  190.555  (m)          625.18   (f) ADJ UNCH    1 2
 OL0035
 OL0035.Superseded values are not recommended for survey control.
 OL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0035.See file dsdata.txt to determine how the superseded data were derived.
 OL0035
 OL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6210280098(NAD 83)
 OL0035_MARKER: DT = TOPOGRAPHIC STATION DISK
 OL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0035_STAMPING: ARP 1952
 OL0035_MARK LOGO: CGS   
 OL0035_PROJECTION: PROJECTING 3 CENTIMETERS
 OL0035_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0035+STABILITY: SURFACE MOTION
 OL0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0035+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1993
 OL0035
 OL0035  HISTORY     - Date     Condition        Report By
 OL0035  HISTORY     - 1952     MONUMENTED       CGS
 OL0035  HISTORY     - 1968     GOOD             NGS
 OL0035  HISTORY     - 1976     GOOD             NGS
 OL0035  HISTORY     - 1984     GOOD             NGS
 OL0035  HISTORY     - 1987     GOOD             USPSQD
 OL0035  HISTORY     - 19890913 GOOD             NGS
 OL0035  HISTORY     - 19930309 GOOD             MIDT
 OL0035  HISTORY     - 19940720 GOOD             USPSQD
 OL0035
 OL0035                          STATION DESCRIPTION
 OL0035
 OL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 OL0035'2 MI S FROM MUSKEGON HEIGHTS.
 OL0035'AT THE MUSKEGON COUNTY AIRPORT, MUSKEGON COUNTY MICHIGAN.  NEAR
 OL0035'THE GEOGRAPHIC CENTER OF THE AIRPORT, 659.6 FT. SW. OF THE CL
 OL0035'OF RUNWAY 14/32, 423.7 FT. SSE OF THE CL OF TAXIWAY D, 36.6 FT.
 OL0035'SSW OF THE ANEMOMETER, 20.5 FT. N. OF AN 18 INCH SQUARE CONCRETE
 OL0035'CABLE SPLICE COVER, 1.0 FT. N. OF A WITNESS SIGN.  A STANDARD
 OL0035'TOPOGRAPHIC DISK STAMPED ARP 1952 SET IN THE TOP OF A ROUND
 OL0035'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OL0035
 OL0035                          STATION RECOVERY (1976)
 OL0035
 OL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OL0035'RECOVERED IN GOOD CONDITION.
 OL0035
 OL0035                          STATION RECOVERY (1984)
 OL0035
 OL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.2 KM
 OL0035'(0.15 MI) SOUTH ALONG PECK STREET FROM THE MUSKEGON HEIGHTS CITY HALL
 OL0035'AND CENTER AVENUE IN MUSKEGON HEIGHTS, THENCE 3.8 KM (2.35 MI)
 OL0035'SOUTHEAST ALONG AIRLINE HIGHWAY, THENCE 0.6 KM (0.4 MI) WEST ALONG
 OL0035'AIRPORT ROAD, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A BLACK TOP ROAD,
 OL0035'THENCE 0.3 KM (0.2 MI) WEST ALONG A BLACK TOP THEN GRAVEL ROAD TO THE
 OL0035'END OF AN OLD METAL HANGER, THENCE ABOUT 0.6 KM (0.4 MI) SOUTHWEST
 OL0035'ACROSS AN OPEN FIELD TO A WEATHER STATION (AN ANEMOMETER) ON TOP OF A
 OL0035'6.09 METERS (20.0 FT) HIGH METAL MAST, AND 10.05 METERS (33.0 FT)
 OL0035'SOUTHWEST OF AN ANEMOMETER ON A METAL MAST.  NOTE, CHECK WITH THE
 OL0035'AIRPORT MANAGER BEFORE ENTERING THE AIRPORT.
 OL0035'THE MARK IS 1.21 METERS  N FROM A WITNESS POST.
 OL0035
 OL0035                          STATION RECOVERY (1987)
 OL0035
 OL0035'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0035'RECOVERED IN GOOD CONDITION.
 OL0035
 OL0035                          STATION RECOVERY (1989)
 OL0035
 OL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RAH)
 OL0035'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT, 659.6 FT (201.0
 OL0035'M) SOUTHWEST OF THE CENTERLINE OF RUNWAY 14-32, 423.7 FT (129.1 M)
 OL0035'SOUTH-SOUTHEAST OF THE CENTERLINE OF TAXIWAY D, 36.6 FT (11.2 M)
 OL0035'SOUTH-SOUTHWEST OF THE ANEMOMETER, 20.5 FT (6.2 M) NORTH OF A 18 INCH
 OL0035'SQUARE CONCRETE CABLE SPLICE COVER, 1.0 FT (0.3 M) NORTH OF A WITNESS
 OL0035'SIGN.  A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1952 SET IN THE TOP OF
 OL0035'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 OL0035
 OL0035                          STATION RECOVERY (1993)
 OL0035
 OL0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 OL0035'STATION IS LOCATED IN QUAD 430862 ON THE MUSKEGON EAST QUADRANGLE MAP,
 OL0035'T-9-N, R-16-W, IN THE CITY OF NORTON SHORES, AT THE MUSKEGON COUNTY
 OL0035'AIRPORT, MUSKEGON COUNTY. THE STATION IS ABOUT 5 MI (8.0 KM) SOUTH OF
 OL0035'MUSKEGON, ABOUT 6 MI (9.7 KM) NORTHWEST OF FRUITPORT, AND ABOUT 6 MI
 OL0035'(9.7 KM) NORTH OF GRAND HAVEN. THE STATION IS NEAR THE GEOGRAPHIC
 OL0035'CENTER OF THE AIRPORT. ACCESS TO STATION WAS GRANTED BY CHUCK ATTWOOD,
 OL0035'MAINTENANCE SUPERVISOR, PHONE (616) 798-4596 EXTENTION 26. A
 OL0035'MAINTENANCE ESCORT MAY BE NECESSARY TO VISIT STATION. TO REACH THE
 OL0035'STATION FROM THE MUSKEGON HEIGHTS CITY HALL, AT THE INTERSECTION OF
 OL0035'PECK STREET AND CENTER AVENUE, GO SOUTH 0.1 MI (0.2 KM) ALONG PECK
 OL0035'STREET TO AIRLINE HIGHWAY. TURN LEFT AND GO SOUTHEAST 2.35 MI (3.78
 OL0035'KM) ALONG AIRLINE HIGHWAY TO AIRPORT ROAD. TURN RIGHT AND GO WEST 0.4
 OL0035'MI (0.6 KM) ON AIRPORT ROAD TO GRAND HAVEN ROAD. TURN LEFT AND GO
 OL0035'SOUTH 1.0 MI (1.6 KM) ON GRAND HAVEN ROAD TO ELLIS ROAD. TURN RIGHT
 OL0035'AND GO WEST 0.7 MI (1.1 KM) ON ELLIS ROAD TO AIRPORT ENTRANCE. TURN
 OL0035'RIGHT AND GO NORTH 0.2 MI (0.3 KM) TO SINCLAIR AND JOG RIGHT TO GATE
 OL0035'5.  PASS THROUGH GATE AND GO WEST 0.1 MI (0.2 KM) ACROSS HANGER
 OL0035'PARKING LOT TO RUNWAY.  TURN RIGHT AND GO NORTH APPROXIMATELY 660 FT
 OL0035'(201.2 M) FROM CENTERLINE OF RUNWAY 14/32, TO STATION ON THE RIGHT, AS
 OL0035'DESCRIBED. STATION IS A STANDARD TOPOGRAPHIC DISK IN THE TOP OF A
 OL0035'CONCRETE MONUMENT SET FLUSH WITH GROUND. IT IS 22.5 FT (6.9 M)
 OL0035'SOUTHWEST OF THE CENTER OF A HYDRO THERMOMETER POST, 20.7 FT (6.3 M)
 OL0035'SOUTHWEST OF THE CENTER OF A CEILOMETER POST, 36.4 FT (11.1 M)
 OL0035'SOUTHWEST OF THE CENTER OF METAL ANEMOMETER MAST, 32.5 FT (9.9 M)
 OL0035'SOUTHWEST OF GROUND POINT OF WESTERLY GUY WIRE, AND 3.8 FT (1.2 M)
 OL0035'NORTH OF WITNESS POST WITH SIGN. STATION IS AT THE AIRPORT WEATHER
 OL0035'STATION (NOT WIND SOCK) AS MENTIONED IN THE OLD DESCRIPTION. NOTE ---
 OL0035'THIS STATION IS LOCALLY KNOWN AT THE AIRPORT AS STATION MUSKEGON CO.
 OL0035'AIRPORT CENTER FIELD.
 OL0035
 OL0035                          STATION RECOVERY (1994)
 OL0035
 OL0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0181 ***********************************************************************
 QL0181  DESIGNATION -  ARP
 QL0181  PID         -  QL0181
 QL0181  STATE/COUNTY-  MI/DELTA
 QL0181  USGS QUAD   -  ESCANABA (1985)
 QL0181
 QL0181                         *CURRENT SURVEY CONTROL
 QL0181  ___________________________________________________________________
 QL0181* NAD 83(1986)-  45 43 19.     (N)    087 05 31.     (W)     SCALED    
 QL0181* NAVD 88     -       180.462  (meters)     592.07   (feet)  ADJUSTED  
 QL0181  ___________________________________________________________________
 QL0181  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QL0181  DYNAMIC HT  -         180.461 (meters)     592.06  (feet)  COMP
 QL0181  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 QL0181
 QL0181  VERT ORDER  -  FIRST     CLASS 0
 QL0181
 QL0181.This mark is at Delta County Airport (ESC)
 QL0181
 QL0181.The horizontal coordinates were scaled from a topographic map and have
 QL0181.an estimated accuracy of +/- 6 seconds.
 QL0181
 QL0181.The orthometric height was determined by differential leveling
 QL0181.and adjusted by the National Geodetic Survey in June 1991..
 QL0181.WARNING-Repeat measurements at this control monument indicate possible
 QL0181.vertical movement.
 QL0181
 QL0181.The geoid height was determined by GEOID03.
 QL0181
 QL0181.The dynamic height is computed by dividing the NAVD 88
 QL0181.geopotential number by the normal gravity value computed on the
 QL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0181.degrees latitude (g = 980.6199 gals.).
 QL0181
 QL0181.The modeled gravity was interpolated from observed gravity values.
 QL0181
 QL0181;                    North         East    Units  Estimated Accuracy
 QL0181;SPC MI N     -   104,330.    7,992,840.      MT  (+/- 180 meters Scaled)
 QL0181
 QL0181                          SUPERSEDED SURVEY CONTROL
 QL0181
 QL0181  NGVD 29 (??/??/92)  180.48   (m)          592.1    (f) COMPUTED    1 0
 QL0181
 QL0181.Superseded values are not recommended for survey control.
 QL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0181.See file dsdata.txt to determine how the superseded data were derived.
 QL0181
 QL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR928631(NAD 83)
 QL0181_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0181_STAMPING: ARP 1966
 QL0181_MARK LOGO: CGS   
 QL0181_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0181+STABILITY: SURFACE MOTION
 QL0181
 QL0181  HISTORY     - Date     Condition        Report By
 QL0181  HISTORY     - 1966     MONUMENTED       CGS
 QL0181  HISTORY     - 1972     GOOD             NGS
 QL0181  HISTORY     - 19900820 GOOD             NGS
 QL0181
 QL0181                          STATION DESCRIPTION
 QL0181
 QL0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0181'AT ESCANABA.
 QL0181'AT ESCANABA, AT THE ESCANABA MUNCIPAL AIRPORT, 0.2 MILE
 QL0181'NORTHEAST OF AND ACROSS THE EAST-WEST RUNWAY FROM THE
 QL0181'ADMINISTRATION BUILDING, ABOUT 225 YARDS SOUTHWEST OF THE
 QL0181'SOUTHWEST CORNER OF THE FAA VOR TAC BUILDING, ABOUT 163 YARDS
 QL0181'NORTH OF THE CENTER LINE OF THE EAST-WEST RUNWAY (RUNWAY NO.
 QL0181'9-27), 65 FEET SOUTH OF THE CENTER OF A DRAINAGE DITCH, ABOUT
 QL0181'MIDWAY BETWEEN THE 7 TH AND 8 TH RUNWAY LIGHTS WEST OF THE EAST
 QL0181'END OF RUNWAY, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP
 QL0181'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 1,
 QL0181'T 38 N, R 23 W.
 QL0181
 QL0181                          STATION RECOVERY (1990)
 QL0181
 QL0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0181'THE STATION IS LOCATED ON THE DELTA COUNTY AIRPORT, IT IS 688.23 FT
 QL0181'(209.77 M) SW OF THE VORTAC, 487.8 FT (148.7 M) NORTH OF THE
 QL0181'CENTERLINE OF RUNWAY 9-27, 432.6 FT (131.9 M) NNW OF THE SEVENTH
 QL0181'RUNWAY LIGHT WEST OF THE EAST END OF RUNWAY 9-27 ON THE NORTH SIDE OF
 QL0181'THE RUNWAY, 224.0 FT (68.3 M) SE OF A WINDSOCK, AND 61.4 FT (18.7 M)
 QL0181'SOUTH OF AN EAST-WEST DRAINAGE DITCH.  THE STATION IS A STANDARD TOPO
 QL0181'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST WHICH IS FLUSH
 QL0181'WITH THE GROUND, AND IT IS STAMPED ARP 1966.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0325 ***********************************************************************
 PL0325  DESIGNATION -  ARP
 PL0325  PID         -  PL0325
 PL0325  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0325  USGS QUAD   -  
 PL0325
 PL0325                         *CURRENT SURVEY CONTROL
 PL0325  ___________________________________________________________________
 PL0325* NAD 83(1994)-  44 44 32.89720(N)    085 34 55.62803(W)     ADJUSTED  
 PL0325* NAVD 88     -       188.170  (meters)     617.35   (feet)  ADJUSTED  
 PL0325  ___________________________________________________________________
 PL0325  LAPLACE CORR-           6.36  (seconds)                    DEFLEC99
 PL0325  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 PL0325  DYNAMIC HT  -         188.156 (meters)     617.31  (feet)  COMP
 PL0325  MODELED GRAV-     980,540.2   (mgal)                       NAVD 88
 PL0325
 PL0325  HORZ ORDER  -  THIRD
 PL0325  VERT ORDER  -  SECOND    CLASS 0
 PL0325
 PL0325.This mark is at Cherry Capital Airport (TVC)
 PL0325
 PL0325.The horizontal coordinates were established by classical geodetic methods
 PL0325.and adjusted by the National Geodetic Survey in February 1997..
 PL0325
 PL0325.The orthometric height was determined by differential leveling
 PL0325.and adjusted by the National Geodetic Survey in June 1991..
 PL0325
 PL0325.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0325
 PL0325.The geoid height was determined by GEOID03.
 PL0325
 PL0325.The dynamic height is computed by dividing the NAVD 88
 PL0325.geopotential number by the normal gravity value computed on the
 PL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0325.degrees latitude (g = 980.6199 gals.).
 PL0325
 PL0325.The modeled gravity was interpolated from observed gravity values.
 PL0325
 PL0325;                    North         East     Units Scale Factor Converg.
 PL0325;SPC MI C     -   159,156.548 5,903,748.528   MT  0.99991882   -0 51 31.0
 PL0325;SPC MI C     -   522,167.15 19,369,253.70   iFT  0.99991882   -0 51 31.0
 PL0325;UTM  16      - 4,955,320.675   612,250.304   MT  0.99975494   +0 59 53.5
 PL0325
 PL0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0325!SPC MI C     -   0.99997590  x   0.99991882  =   0.99989472
 PL0325!UTM  16      -   0.99997590  x   0.99975494  =   0.99973085
 PL0325
 PL0325:                Primary Azimuth Mark                     Grid Az
 PL0325:SPC MI C     -  TRAVERSE CITY AUX PT W01                 280 12 50.8
 PL0325:UTM  16      -  TRAVERSE CITY AUX PT W01                 278 21 26.3
 PL0325
 PL0325|---------------------------------------------------------------------|
 PL0325| PID    Reference Object                     Distance      Geod. Az  |
 PL0325|                                                           dddmmss.s |
 PL0325| PL0529 TRAVERSE CITY AUX PT W01            APPROX. 7.8 KM 2792119.8 |
 PL0325|---------------------------------------------------------------------|
 PL0325
 PL0325                          SUPERSEDED SURVEY CONTROL
 PL0325
 PL0325  NAD 83(1986)-  44 44 32.90591(N)    085 34 55.62775(W) AD(       ) 3
 PL0325  NGVD 29 (??/??/92)  188.284  (m)          617.73   (f) ADJ UNCH    2 0
 PL0325
 PL0325.Superseded values are not recommended for survey control.
 PL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0325.See file dsdata.txt to determine how the superseded data were derived.
 PL0325
 PL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1225055321(NAD 83)
 PL0325_MARKER: DT = TOPOGRAPHIC STATION DISK
 PL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0325_STAMPING: A R P 1955
 PL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0325+STABILITY: SURFACE MOTION
 PL0325
 PL0325  HISTORY     - Date     Condition        Report By
 PL0325  HISTORY     - 1955     MONUMENTED       CGS
 PL0325  HISTORY     - 1971     GOOD             NGS
 PL0325  HISTORY     - 19940824 MARK NOT FOUND   USPSQD
 PL0325
 PL0325                          STATION DESCRIPTION
 PL0325
 PL0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0325'2.5 MI SE FROM TRAVERSE CITY.
 PL0325'ABOUT 2.0 MILES EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 PL0325'STATION AT TRAVERSE CITY, THENCE 0.6 MILES SOUTH TO THE GEOGRAPHIC
 PL0325'CENETER OF THE RUNWAY AREA OF THE TRAVERSE CITY AIRPORT, 216.14
 PL0325'FEET SOUTHWEST OF RUNWAY LITE NO. 23, 211.22 FEET SOUTHEAST OF
 PL0325'RUNWAY LITE NO. 21 AND 75.05 FEET SOUTH OF RUNWAY LITE NO. 22.
 PL0325'A STANDARD TOPOGRAPHIC DISK, STAMPED ARP 1955 AND SET IN THE TOP
 PL0325'OF A CONCRETE POST FLUSH WITH THE GROUND.
 PL0325
 PL0325                          STATION RECOVERY (1971)
 PL0325
 PL0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PL0325'RECOVERED IN GOOD CONDITION.
 PL0325
 PL0325                          STATION RECOVERY (1994)
 PL0325
 PL0325'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0702 ***********************************************************************
 NF0702  DESIGNATION -  ARP
 NF0702  PID         -  NF0702
 NF0702  STATE/COUNTY-  MI/KENT
 NF0702  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 NF0702
 NF0702                         *CURRENT SURVEY CONTROL
 NF0702  ___________________________________________________________________
 NF0702* NAD 83(1986)-  42 52 57.     (N)    085 31 21.     (W)     SCALED    
 NF0702* NAVD 88     -       240.255  (meters)     788.24   (feet)  ADJUSTED  
 NF0702  ___________________________________________________________________
 NF0702  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF0702  DYNAMIC HT  -         240.190 (meters)     788.02  (feet)  COMP
 NF0702  MODELED GRAV-     980,343.8   (mgal)                       NAVD 88
 NF0702
 NF0702  VERT ORDER  -  SECOND    CLASS 0
 NF0702
 NF0702.This mark is at Kent Co Intl Airport (GRR)
 NF0702
 NF0702.The horizontal coordinates were scaled from a topographic map and have
 NF0702.an estimated accuracy of +/- 6 seconds.
 NF0702
 NF0702.The orthometric height was determined by differential leveling
 NF0702.and adjusted by the National Geodetic Survey in June 1991..
 NF0702
 NF0702.The geoid height was determined by GEOID03.
 NF0702
 NF0702.The dynamic height is computed by dividing the NAVD 88
 NF0702.geopotential number by the normal gravity value computed on the
 NF0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0702.degrees latitude (g = 980.6199 gals.).
 NF0702
 NF0702.The modeled gravity was interpolated from observed gravity values.
 NF0702
 NF0702;                    North         East    Units  Estimated Accuracy
 NF0702;SPC MI S     -   154,210.    3,905,590.      MT  (+/- 180 meters Scaled)
 NF0702
 NF0702                          SUPERSEDED SURVEY CONTROL
 NF0702
 NF0702  NGVD 29 (??/??/92)  240.385  (m)          788.66   (f) ADJ UNCH    2 0
 NF0702
 NF0702.Superseded values are not recommended for survey control.
 NF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0702.See file dsdata.txt to determine how the superseded data were derived.
 NF0702
 NF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN206488(NAD 83)
 NF0702_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0702_STAMPING: ARP 1964
 NF0702_MARK LOGO: CGS   
 NF0702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0702+STABILITY: SURFACE MOTION
 NF0702
 NF0702  HISTORY     - Date     Condition        Report By
 NF0702  HISTORY     - 1964     MONUMENTED       CGS
 NF0702  HISTORY     - 1983     GOOD             USPSQD
 NF0702  HISTORY     - 19880901 GOOD             NGS
 NF0702  HISTORY     - 19970315 GOOD             USPSQD
 NF0702  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0702  HISTORY     - 20031017 MARK NOT FOUND   INDIV
 NF0702
 NF0702                          STATION DESCRIPTION
 NF0702
 NF0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NF0702'12 MI SE FROM GRAND RAPIDS.
 NF0702'THE MARK IS LOCATED ON THE KENT COUNTY AIRPORT.  451.1 FEET NORTH
 NF0702'OF THE NORTH EDGE OF THE EAST-WEST TAXIWAY, 1207.5 FEET WEST OF THE
 NF0702'SOUTH END OF THE NORTH-SOUTH RUNWAY, 386.2 FEET WEST OF THE
 NF0702'ANEMOMETER, AND 479.6 FEET EAST OF A 2 1/2 INCH BRASS PLATE SET
 NF0702'IN THE TAXIWAY LEADING TO THE TERMINAL.  A STANDARD TOPOGRAPHIC DISK
 NF0702'IN A CONCRETE POST SET FLUSH WITH THE GROUND.
 NF0702
 NF0702                          STATION RECOVERY (1983)
 NF0702
 NF0702'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0702'THE LOCATION OF THE ANEMOMETER GIVEN IN THE DESCRIPTION OF THE
 NF0702'LOCATION OF THE MARK HAS BEEN CHANGED. THE MARK WAS FOUND TO BE 385
 NF0702'FEET SOUTH SOUTHWEST OF THE NEW LOCATION.
 NF0702
 NF0702                          STATION RECOVERY (1988)
 NF0702
 NF0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NF0702'THE STATION IS LOCATED AT THE KENT COUNTY INTL AIRPORT NEAR MIDFIELD.
 NF0702'IT IS 479 FT (146.0 M) EAST OF THE TAXIWAY LEADING TO THE MAIN RAMP,
 NF0702'387 FT (118.0 M) SOUTH OF AN ANEMOMETER, 276 FT (84.1 M) SOUTHWEST OF
 NF0702'THE SOUTHWEST CORNER OF THE ASR BUILDING.  THE STATION IS A STANDARD
 NF0702'TOPOGRAPHIC DISK STAMPED ARP 1964 SET IN THE TOP OF A CONCRETE POST
 NF0702'AND IS FLUSH WITH THE SURFACE.
 NF0702
 NF0702                          STATION RECOVERY (1997)
 NF0702
 NF0702'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0702'RECOVERED IN GOOD CONDITION.
 NF0702
 NF0702                          STATION RECOVERY (1999)
 NF0702
 NF0702'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0702'MARK NOT FOUND.
 NF0702
 NF0702                          STATION RECOVERY (2003)
 NF0702
 NF0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0656 ***********************************************************************
 NF0656  DESIGNATION -  ARP
 NF0656  PID         -  NF0656
 NF0656  STATE/COUNTY-  MI/KALAMAZOO
 NF0656  USGS QUAD   -  PORTAGE (1979)
 NF0656
 NF0656                         *CURRENT SURVEY CONTROL
 NF0656  ___________________________________________________________________
 NF0656* NAD 83(1994)-  42 14 07.19554(N)    085 33 10.15865(W)     ADJUSTED  
 NF0656* NAVD 88     -       264.664  (meters)     868.32   (feet)  ADJUSTED  
 NF0656  ___________________________________________________________________
 NF0656  X           -     366,736.223 (meters)                     COMP
 NF0656  Y           -  -4,715,400.052 (meters)                     COMP
 NF0656  Z           -   4,265,149.161 (meters)                     COMP
 NF0656  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NF0656  ELLIP HEIGHT-         231.72  (meters)          (07/17/02) GPS OBS
 NF0656  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0656  DYNAMIC HT  -         264.581 (meters)     868.05  (feet)  COMP
 NF0656  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 NF0656
 NF0656  HORZ ORDER  -  FIRST
 NF0656  VERT ORDER  -  SECOND    CLASS 0
 NF0656  ELLP ORDER  -  FOURTH    CLASS I
 NF0656
 NF0656.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 NF0656
 NF0656.The horizontal coordinates were established by GPS observations
 NF0656.and adjusted by the National Geodetic Survey in February 1997..
 NF0656
 NF0656.The orthometric height was determined by differential leveling
 NF0656.and adjusted by the National Geodetic Survey in June 1991..
 NF0656
 NF0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0656
 NF0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0656
 NF0656.The ellipsoidal height was determined by GPS observations
 NF0656.and is referenced to NAD 83.
 NF0656
 NF0656.The geoid height was determined by GEOID03.
 NF0656
 NF0656.The dynamic height is computed by dividing the NAVD 88
 NF0656.geopotential number by the normal gravity value computed on the
 NF0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0656.degrees latitude (g = 980.6199 gals.).
 NF0656
 NF0656.The modeled gravity was interpolated from observed gravity values.
 NF0656
 NF0656;                    North         East     Units Scale Factor Converg.
 NF0656;SPC MI S     -    82,369.244 3,902,095.173   MT  0.99997071   -0 48 26.0
 NF0656;SPC MI S     -   270,240.30 12,802,149.52   iFT  0.99997071   -0 48 26.0
 NF0656;UTM  16      - 4,676,919.197   619,410.487   MT  0.99977544   +0 58 22.3
 NF0656
 NF0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0656!SPC MI S     -   0.99996366  x   0.99997071  =   0.99993437
 NF0656!UTM  16      -   0.99996366  x   0.99977544  =   0.99973911
 NF0656
 NF0656                          SUPERSEDED SURVEY CONTROL
 NF0656
 NF0656  ELLIP H (02/03/97)  231.86   (m)                       GP(       ) 4 1
 NF0656  NAD 83(1986)-  42 14 07.19955(N)    085 33 10.16957(W) AD(       ) 1
 NF0656  NGVD 29 (??/??/92)  264.796  (m)          868.75   (f) ADJ UNCH    2 0
 NF0656
 NF0656.Superseded values are not recommended for survey control.
 NF0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0656.See file dsdata.txt to determine how the superseded data were derived.
 NF0656
 NF0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1941076919(NAD 83)
 NF0656_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0656_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NF0656_SP_SET: BASE OF OLD LIGHT
 NF0656_STAMPING: ARP 1957
 NF0656_MARK LOGO: CGS   
 NF0656_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0656+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 NF0656
 NF0656  HISTORY     - Date     Condition        Report By
 NF0656  HISTORY     - 1957     MONUMENTED       CGS
 NF0656  HISTORY     - 1957     GOOD
 NF0656  HISTORY     - 1968     GOOD             NGS
 NF0656  HISTORY     - 1978     GOOD             NGS
 NF0656  HISTORY     - 19900531 GOOD             NGS
 NF0656  HISTORY     - 19910516 GOOD
 NF0656  HISTORY     - 20021017 GOOD             USPSQD
 NF0656
 NF0656                          STATION DESCRIPTION
 NF0656
 NF0656'DESCRIBED 1957
 NF0656'RECOVERED IN GOOD CONDITION.
 NF0656
 NF0656                          STATION RECOVERY (1968)
 NF0656
 NF0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NF0656'AT KALAMAZOO.
 NF0656'THIS STATION IS LOCATED AT THE APPROXIMATE CENTER OF THE
 NF0656'KALAMAZOO MUNICIPAL AIRPORT, 76.7 FEET NE OF THE CENTERLINE
 NF0656'OF THE NW-SE TAXIWAY, 314.5 FEET S OF THE ANEOMOMETER, 631.2
 NF0656'FEET WSW OF THE CENTERLINE OF RUNWAY 17-35 AND 511.3 FEET
 NF0656'N OF THE CENTERLINE OF RUNWAY 9-27.  THE STATION IS A STANDARD
 NF0656'TOPOGRAPHIC DISK SET IN THE BASE OF AN OLD RUNWAY LIGHT AND
 NF0656'FLUSH WITH THE GROUND.  THE DISK IS STAMPED A.R.P. 1957.
 NF0656
 NF0656                          STATION RECOVERY (1978)
 NF0656
 NF0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0656'STATION IS LOCATED NEAR THE MIDPOINT OF THE KALAMAZOO COUNTY AIRPORT
 NF0656'IN THE GRASSY AREA BETWEEN TAXIWAY A AND THE VOR, WEST OF RUNWAY
 NF0656'17-35, NORTH OF RUNWAY 9-27, AND NORTHWEST OF TAXIWAY G.
 NF0656'TO REACH, GO TO THE KALAMAZOO COUNTY AIRPORT SOUTHEAST OF KALAMAZOO
 NF0656'AND ON THE EAST SIDE OF PORTAGE ROAD.  AFTER OBTAINING PERMISSION AND
 NF0656'CLEARANCE, PROCEED TO THE GRASSY AREA NORTHEAST OF TAXIWAY A,
 NF0656'SOUTHWEST OF THE VOR, AND NORTHWEST OF TAXIWAY G.
 NF0656'STATION IS MARKED BY A STANDARD CGS TOPO DISK STAMPED ARP 1957 AND SET
 NF0656'IN AN OLD CONCRETE LIGHT BASE, AND IS FLUSH.  IT IS 55.96 M
 NF0656'(183.60 FT) SOUTHEAST OF THE THIRD TAXIWAY LIGHT NORTHWEST OF
 NF0656'INTERSECTION TAXIWAYS A AND G, 47.64 M (156.30 FT) NORTHWEST OF SIGN
 NF0656'THAT READS TWY G, 33.31 M (109.28 FT) NORTHWEST OF FIRST TAXIWAY
 NF0656'LIGHT NORTHWEST OF INTERSECTION TAXIWAYS A AND G, 12.1 M (39.70 FT)
 NF0656'NORTHEAST EDGE OF TAXIWAY A, AND 9.8 M (32.15 FT) NORTHEAST OF SECOND
 NF0656'TAXIWAY LIGHT NORTHWEST OF INTERSECTION TAXIWAYS A AND G.
 NF0656'DESCRIBED BY PBW.
 NF0656
 NF0656                          STATION RECOVERY (1990)
 NF0656
 NF0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF0656'THE STATION IS LOCATED ON KALAMAZOO COUNTY AIRPORT IN THE GRASS AREA
 NF0656'WHERE THE VOR/DME FACILITY IS LOCATED.  THE STATION IS 183.6 FT (56.0
 NF0656'M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT NORTHEAST OF THE INTERSECTION
 NF0656'OF TAXIWAY A AND TAXIWAY G, 32.2 FT (9.8 M) NORTHEAST OF THE 2ND
 NF0656'TAXIWAY LIGHT, 109.3 FT (33.3 M) NORTHWEST OF THE 1ST TAXIWAY LIGHT,
 NF0656'156.3 FT (47.6 M) NORTHWEST OF THE CENTER OF TWY G SIGN AND 39.6 FT
 NF0656'(12.1 M) NORTHEAST OF TAXIWAY A.  THE STATION IS A STANDARD USCGS TOPO
 NF0656'DISK STAMPED ARP 1957 AND SET IN THE BASE OF AN OLD RUNWAY LIGHT AND
 NF0656'FLUSHED WITH THE GROUND.
 NF0656
 NF0656                          STATION RECOVERY (1991)
 NF0656
 NF0656'RECOVERED 1991
 NF0656'RECOVERED IN GOOD CONDITION.
 NF0656
 NF0656                          STATION RECOVERY (2002)
 NF0656
 NF0656'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0043 ***********************************************************************
 QJ0043  DESIGNATION -  ARP
 QJ0043  PID         -  QJ0043
 QJ0043  STATE/COUNTY-  MI/ALPENA
 QJ0043  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0043
 QJ0043                         *CURRENT SURVEY CONTROL
 QJ0043  ___________________________________________________________________
 QJ0043* NAD 83(1994)-  45 04 48.83014(N)    083 33 35.97332(W)     ADJUSTED  
 QJ0043* NAVD 88     -       206.841  (meters)     678.61   (feet)  ADJUSTED  
 QJ0043  ___________________________________________________________________
 QJ0043  X           -     506,011.554 (meters)                     COMP
 QJ0043  Y           -  -4,482,934.425 (meters)                     COMP
 QJ0043  Z           -   4,493,769.401 (meters)                     COMP
 QJ0043  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 QJ0043  ELLIP HEIGHT-         170.43  (meters)          (07/12/02) GPS OBS
 QJ0043  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 QJ0043  DYNAMIC HT  -         206.825 (meters)     678.56  (feet)  COMP
 QJ0043  MODELED GRAV-     980,537.5   (mgal)                       NAVD 88
 QJ0043
 QJ0043  HORZ ORDER  -  FIRST
 QJ0043  VERT ORDER  -  SECOND    CLASS 0
 QJ0043  ELLP ORDER  -  FOURTH    CLASS I
 QJ0043
 QJ0043.This mark is at Alpena Airport (APN)
 QJ0043
 QJ0043.The horizontal coordinates were established by GPS observations
 QJ0043.and adjusted by the National Geodetic Survey in February 1997..
 QJ0043
 QJ0043.The orthometric height was determined by differential leveling
 QJ0043.and adjusted by the National Geodetic Survey in June 1991..
 QJ0043
 QJ0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0043
 QJ0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0043
 QJ0043.The ellipsoidal height was determined by GPS observations
 QJ0043.and is referenced to NAD 83.
 QJ0043
 QJ0043.The geoid height was determined by GEOID03.
 QJ0043
 QJ0043.The dynamic height is computed by dividing the NAVD 88
 QJ0043.geopotential number by the normal gravity value computed on the
 QJ0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0043.degrees latitude (g = 980.6199 gals.).
 QJ0043
 QJ0043.The modeled gravity was interpolated from observed gravity values.
 QJ0043
 QJ0043;                    North         East     Units Scale Factor Converg.
 QJ0043;SPC MI C     -   196,283.138 6,063,508.460   MT  0.99991555   +0 34 11.4
 QJ0043;SPC MI C     -   643,973.55 19,893,400.46   iFT  0.99991555   +0 34 11.4
 QJ0043;UTM  17      - 4,995,051.412   298,515.303   MT  1.00009920   -1 48 48.0
 QJ0043
 QJ0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0043!SPC MI C     -   0.99997328  x   0.99991555  =   0.99988883
 QJ0043!UTM  17      -   0.99997328  x   1.00009920  =   1.00007248
 QJ0043
 QJ0043                          SUPERSEDED SURVEY CONTROL
 QJ0043
 QJ0043  ELLIP H (02/03/97)  170.41   (m)                       GP(       ) 4 1
 QJ0043  NAD 83(1986)-  45 04 48.82176(N)    083 33 35.97409(W) AD(       ) 1
 QJ0043  NAVD 88 (09/29/94)  206.84   (m)          678.6    (f) LEVELING    3  
 QJ0043  NGVD 29 (??/??/92)  206.983  (m)          679.08   (f) ADJ UNCH    2 0
 QJ0043
 QJ0043.Superseded values are not recommended for survey control.
 QJ0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0043.See file dsdata.txt to determine how the superseded data were derived.
 QJ0043
 QJ0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9851595051(NAD 83)
 QJ0043_MARKER: DD = SURVEY DISK
 QJ0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0043_SP_SET: CONCRETE POST
 QJ0043_STAMPING: ARP 1966
 QJ0043_MARK LOGO: CGS   
 QJ0043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0043+STABILITY: SURFACE MOTION
 QJ0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0043+SATELLITE: SATELLITE OBSERVATIONS - June 07, 1992
 QJ0043
 QJ0043  HISTORY     - Date     Condition        Report By
 QJ0043  HISTORY     - 1966     MONUMENTED       CGS
 QJ0043  HISTORY     - 1984     GOOD             DMA
 QJ0043  HISTORY     - 19900818 GOOD             NGS
 QJ0043  HISTORY     - 19920607 GOOD             MIDT
 QJ0043  HISTORY     - 19990805 GOOD             USPSQD
 QJ0043
 QJ0043                          STATION DESCRIPTION
 QJ0043
 QJ0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0043'6.5 MI W FROM ALPENA.
 QJ0043'THE STATION IS LOCATED NEAR THE CENTER OF THE FIELD OF PHELPS
 QJ0043'COLLINS AIRPORT, 350 FT NW OF THE NW EDGE OF RUNWAY 6-24 AND
 QJ0043'300 FT E OF THE E EDGE OF RUNWAY 18-36.  IT IS A STANDARD
 QJ0043'TOPOGRAPHIC DISK STAMPED ARP 1966 SET IN THE TOP OF A CONCRETE
 QJ0043'POST WHICH IS FLUSH WITH THE GROUND.
 QJ0043
 QJ0043                          STATION RECOVERY (1984)
 QJ0043
 QJ0043'RECOVERY NOTE BY DEFENSE MAP AGENCY 1984
 QJ0043'RECOVERED IN GOOD CONDITION.
 QJ0043
 QJ0043                          STATION RECOVERY (1990)
 QJ0043
 QJ0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0043'THE STATION IS LOCATED NEAR THE CENTER OF THE FIELD OF THE
 QJ0043'PHELPS-COLLINS AIRPORT, 350 FT (106.7 M) NW OF THE NW EDGE OF RWY
 QJ0043'7-25, AND 300 FT (91.4 M) E OF THE E EDGE OF RWY 1-19.  THE STATION IS
 QJ0043'A STANDARD DISK STAMPED ARP 1966 AND SET IN THE TOP OF A CONCRETE POST
 QJ0043'AND SET FLUSH WITH THE GROUND.
 QJ0043
 QJ0043                          STATION RECOVERY (1992)
 QJ0043
 QJ0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0043'STATION IS LOCATED IN QUAD 450833 AND ON THE LAKE WINYAH QUADRANGLE
 QJ0043'MAP. IT IS IN THE SOUTHEAST 1/4 OF SECTION 15,T-31-N, R-7-E, MAPLE
 QJ0043'RIDGE TOWNSHIP, ABOUT 14.25 MILES (22.93 KM) WEST OF POSEN, ABOUT 7.25
 QJ0043'MILES (11.67 KM) NORTHEAST OF HERRON, AND ABOUT 6.25 MILES (10.06 KM)
 QJ0043'WEST OF ALPENA, ON THE PHELPS-COLLINS (ALPENA COUNTY REGIONAL)AIRPORT.
 QJ0043'CONTACT COMBAT READINESS TRAINING CENTER/OTM PHELPH-COLLINS MIKE
 QJ0043'PREUSS, AIRFIELD MANAGER AIR NATIONAL GUARD, ALPENA, MICHIGAN 49707,
 QJ0043'PHONE 517-354-6509 BEFORE ACCESSING STATION. TO REACH FROM THE
 QJ0043'INTERSECTION OF STATE HIGHWAY M-32 AND AIRPORT ROAD, 6.8 MILES (10.9
 QJ0043'KM) WEST OF ALPENA, GO NORTH ON AIRPORT ROAD FOR 0.5 MILES (0.8 KM) TO
 QJ0043'GUARD ENTRANCE POST AND ESCORT TO STATION. STATION IS 10 CM ABOVE
 QJ0043'GROUND SURFACE.  IT IS 350 FT (106.7 M) NORTHWEST OF THE NORTHWEST
 QJ0043'EDGE OF NORTHEAST/SOUTHWEST RUNWAY, 300 FT (91.4 M) EAST OF THE EAST
 QJ0043'EDGE OF NORTH/SOUTH RUNWAY, AND 3 FT (0.9 M) SOUTHWEST OF A FIBERGLAS
 QJ0043'ROD.
 QJ0043
 QJ0043                          STATION RECOVERY (1999)
 QJ0043
 QJ0043'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0128 ***********************************************************************
 NF0128  DESIGNATION -  ARP
 NF0128  PID         -  NF0128
 NF0128  STATE/COUNTY-  MI/JACKSON
 NF0128  USGS QUAD   -  JACKSON NORTH (1976)
 NF0128
 NF0128                         *CURRENT SURVEY CONTROL
 NF0128  ___________________________________________________________________
 NF0128* NAD 83(1986)-  42 15 32.     (N)    084 27 37.     (W)     SCALED    
 NF0128* NAVD 88     -       302.471  (meters)     992.36   (feet)  ADJUSTED  
 NF0128  ___________________________________________________________________
 NF0128  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NF0128  DYNAMIC HT  -         302.363 (meters)     992.00  (feet)  COMP
 NF0128  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 NF0128
 NF0128  VERT ORDER  -  SECOND    CLASS 0
 NF0128
 NF0128.This mark is at Jackson Co-Reynolds Fld Airport (JXN)
 NF0128
 NF0128.The horizontal coordinates were scaled from a topographic map and have
 NF0128.an estimated accuracy of +/- 6 seconds.
 NF0128
 NF0128.The orthometric height was determined by differential leveling
 NF0128.and adjusted by the National Geodetic Survey in June 1991..
 NF0128
 NF0128.The geoid height was determined by GEOID03.
 NF0128
 NF0128.The dynamic height is computed by dividing the NAVD 88
 NF0128.geopotential number by the normal gravity value computed on the
 NF0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0128.degrees latitude (g = 980.6199 gals.).
 NF0128
 NF0128.The modeled gravity was interpolated from observed gravity values.
 NF0128
 NF0128;                    North         East    Units  Estimated Accuracy
 NF0128;SPC MI S     -    84,300.    3,992,280.      MT  (+/- 180 meters Scaled)
 NF0128
 NF0128                          SUPERSEDED SURVEY CONTROL
 NF0128
 NF0128  NGVD 29 (??/??/92)  302.588  (m)          992.74   (f) ADJ UNCH    2 0
 NF0128
 NF0128.Superseded values are not recommended for survey control.
 NF0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0128.See file dsdata.txt to determine how the superseded data were derived.
 NF0128
 NF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM094816(NAD 83)
 NF0128_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0128_SP_SET: CONCRETE POST
 NF0128_STAMPING: ARP 1958
 NF0128_MARK LOGO: CGS   
 NF0128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0128+STABILITY: SURFACE MOTION
 NF0128
 NF0128  HISTORY     - Date     Condition        Report By
 NF0128  HISTORY     - 1958     MONUMENTED       CGS
 NF0128  HISTORY     - 1970     GOOD             NGS
 NF0128  HISTORY     - 1985     GOOD             NGS
 NF0128  HISTORY     - 19900917 GOOD             NGS
 NF0128
 NF0128                          STATION DESCRIPTION
 NF0128
 NF0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NF0128'2.5 MI W FROM JACKSON.
 NF0128'LOCATED AT REYNOLDS MUNICIPAL AIRPORT, JACKSON, MICHIGAN-- 77
 NF0128'FEET NORTHEAST OF THE NORTHEAST EDGE OF RUNWAY 13-31-- 170 FEET
 NF0128'SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 5-23 AND 308 FEET
 NF0128'SOUTH EAST OF THE INTERSECTION OF RUNWAYS 5-23 AND 13-31.  THE
 NF0128'MARK IS A STANDARD TOPOGRAPHIC DISC SET IN A CONCRETE POST
 NF0128'FLUSH WITH THE GROUND AND IS STAMPED ARP 1958.
 NF0128
 NF0128                          STATION RECOVERY (1970)
 NF0128
 NF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0128'RECOVERED IN GOOD CONDITION.
 NF0128
 NF0128                          STATION RECOVERY (1985)
 NF0128
 NF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0128'RECOVERED IN GOOD CONDITION.
 NF0128
 NF0128                          STATION RECOVERY (1990)
 NF0128
 NF0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF0128'THE STATION IS LOCATED IN THE MIDFIELD GRASS AREA EAST OF THE
 NF0128'INTERSECTION OF THE RUNWAYS.  IT IS 187.7 FT (57.2 M) SOUTHWEST OF THE
 NF0128'FIRST RUNWAY LIGHT EAST OF THE INTERSECTION, 174.8 FT (53.3 M) EAST OF
 NF0128'THE SECOND RUNWAY LIGHT SOUTH OF THE INTERSECTION, 101.9 FT (31.1 M)
 NF0128'EAST OF THE EAST EDGE OF RUNWAY 13-31, 97.5 FT (29.7 M) NORTH OF THE
 NF0128'FIRST RUNWAY LIGHT SOUTH OF THE INTERSECTION AND 83.4 FT (25.4 M)
 NF0128'SOUTH OF THE CEILOMETER.  THE MARK IS THE SHANK OF A TOPO DISK SET IN
 NF0128'THE TOP OF A CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0497 ***********************************************************************
 NF0497  DESIGNATION -  ARP
 NF0497  PID         -  NF0497
 NF0497  STATE/COUNTY-  MI/CALHOUN
 NF0497  USGS QUAD   -  BATTLE CREEK (1985)
 NF0497
 NF0497                         *CURRENT SURVEY CONTROL
 NF0497  ___________________________________________________________________
 NF0497* NAD 83(1994)-  42 18 31.11310(N)    085 14 56.80146(W)     ADJUSTED  
 NF0497* NAVD 88     -       281.610  (meters)     923.92   (feet)  ADJUSTED  
 NF0497  ___________________________________________________________________
 NF0497  X           -     391,273.416 (meters)                     COMP
 NF0497  Y           -  -4,707,943.123 (meters)                     COMP
 NF0497  Z           -   4,271,186.183 (meters)                     COMP
 NF0497  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 NF0497  ELLIP HEIGHT-         248.28  (meters)          (07/12/02) GPS OBS
 NF0497  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NF0497  DYNAMIC HT  -         281.522 (meters)     923.63  (feet)  COMP
 NF0497  MODELED GRAV-     980,301.2   (mgal)                       NAVD 88
 NF0497
 NF0497  HORZ ORDER  -  FIRST
 NF0497  VERT ORDER  -  SECOND    CLASS 0
 NF0497  ELLP ORDER  -  FOURTH    CLASS II
 NF0497
 NF0497.This mark is at W K Kellogg Airport (BTL)
 NF0497
 NF0497.The horizontal coordinates were established by GPS observations
 NF0497.and adjusted by the National Geodetic Survey in September 1995..
 NF0497
 NF0497.The orthometric height was determined by differential leveling
 NF0497.and adjusted by the National Geodetic Survey in June 1991..
 NF0497.WARNING-GPS observations at this control monument resulted in a GPS
 NF0497.derived orthometric height which differed from the leveled height by
 NF0497.more than one decimeter (0.1 meter).
 NF0497
 NF0497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0497
 NF0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0497
 NF0497.The ellipsoidal height was determined by GPS observations
 NF0497.and is referenced to NAD 83.
 NF0497
 NF0497.The geoid height was determined by GEOID03.
 NF0497
 NF0497.The dynamic height is computed by dividing the NAVD 88
 NF0497.geopotential number by the normal gravity value computed on the
 NF0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0497.degrees latitude (g = 980.6199 gals.).
 NF0497
 NF0497.The modeled gravity was interpolated from observed gravity values.
 NF0497
 NF0497;                    North         East     Units Scale Factor Converg.
 NF0497;SPC MI S     -    90,203.758 3,927,247.586   MT  0.99995713   -0 36 01.9
 NF0497;SPC MI S     -   295,944.09 12,884,670.56   iFT  0.99995713   -0 36 01.9
 NF0497;UTM  16      - 4,685,529.772   644,303.747   MT  0.99985622   +1 10 43.6
 NF0497
 NF0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0497!SPC MI S     -   0.99996106  x   0.99995713  =   0.99991819
 NF0497!UTM  16      -   0.99996106  x   0.99985622  =   0.99981729
 NF0497
 NF0497                          SUPERSEDED SURVEY CONTROL
 NF0497
 NF0497  ELLIP H (09/20/95)  248.29   (m)                       GP(       ) 1 2
 NF0497  NAD 83(1986)-  42 18 31.11342(N)    085 14 56.81468(W) AD(       ) 1
 NF0497  NAD 83(1986)-  42 18 31.11975(N)    085 14 56.81736(W) AD(       ) 3
 NF0497  NAVD 88 (09/20/95)  281.61   (m)          923.9    (f) LEVELING    3  
 NF0497  NGVD 29 (??/??/92)  281.735  (m)          924.33   (f) ADJ UNCH    2 0
 NF0497
 NF0497.Superseded values are not recommended for survey control.
 NF0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0497.See file dsdata.txt to determine how the superseded data were derived.
 NF0497
 NF0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4430485530(NAD 83)
 NF0497_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0497_STAMPING: ARP 1953
 NF0497_MARK LOGO: CGS   
 NF0497_PROJECTION: FLUSH
 NF0497_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0497+STABILITY: SURFACE MOTION
 NF0497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0497+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1994
 NF0497
 NF0497  HISTORY     - Date     Condition        Report By
 NF0497  HISTORY     - 1953     MONUMENTED       CGS
 NF0497  HISTORY     - 1962     GOOD             NGS
 NF0497  HISTORY     - 1968     GOOD             NGS
 NF0497  HISTORY     - 1976     GOOD             NGS
 NF0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0497  HISTORY     - 19890219 GOOD             NGS
 NF0497  HISTORY     - 19910625 GOOD             NGS
 NF0497  HISTORY     - 19920707 GOOD             HOLDEN
 NF0497  HISTORY     - 19940521 GOOD             NGS
 NF0497  HISTORY     - 19940906 GOOD             NGS
 NF0497  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0497
 NF0497                          STATION DESCRIPTION
 NF0497
 NF0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 NF0497'5 MI W FROM BATTLE CREEK.
 NF0497'5 MILES WEST STATION IS AT KELLOGG FIELD, BATTLE CREEK, MICHIGAN,
 NF0497'NEAR THE GEOGRAPHIC CENTER OF THE LANDING AREA.  STATION IS
 NF0497'100 FEET SW OF THE SE END OF RUNWAY 4-22 AND 145.5 FEET NORTH
 NF0497'OF THE NORTH EDGE OF RUNWAY 9-27.  MARK IS A STANDARD
 NF0497'TOPOGRAPHIC DISK SET IN CONCRETE POST FLUSH WITH SURFACE OF
 NF0497'GROUND.
 NF0497
 NF0497                          STATION RECOVERY (1968)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NF0497'RECOVERED IN GOOD CONDITION.
 NF0497
 NF0497                          STATION RECOVERY (1976)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0497'RECOVERED IN GOOD CONDITION.
 NF0497
 NF0497                          STATION RECOVERY (1987)
 NF0497
 NF0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0497'MARK NOT FOUND.
 NF0497
 NF0497                          STATION RECOVERY (1989)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF0497'THE STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTHEAST OF GALESBURG,
 NF0497'9.1 KM (5.65 MI) SOUTHEAST OF AUGUSTA AND 4.2 KM (2.60 MI) SOUTHWEST
 NF0497'OF BATTLE CREEK, AT THE BATTLE CREEK W.K.KELLOGG REGIONAL AIRPORT.
 NF0497'OWNERSHIP-- CITY OF BATTLE CREEK, P.O.BOX 1717, BATTLE CREEK MI 49016.
 NF0497'AIRPORT MANAGER IS LUGENE DEMAREST, P.O.BOX 1717, AIRPORT TERMINAL
 NF0497'BUILDING, ROOM 200, BATTLE CREEK MI 49015.  PHONE IS 616-966-3470.
 NF0497'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NF0497'HELMER ROAD (EXIT 95) IN SOUTHWEST BATTLE CREEK, GO NORTH ON HELMER
 NF0497'ROAD FOR 5.47 KM (3.40 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND
 NF0497'GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.18 KM (0.10 MI) TO A
 NF0497'PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ACROSS THE
 NF0497'PARKING LOT FOR 0.1 KM (0.05 MI) TO GATE 6A.  PASS THROUGH THE GATE
 NF0497'AND GO WEST-SOUTHWEST ACROSS AN APRON FOR 0.2 KM (0.10 MI) TO A
 NF0497'TAXIWAY.  TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.4 KM (0.25 MI)
 NF0497'TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON TAXIWAY C
 NF0497'FOR 0.63 KM (0.40 MI) TO RUNWAY 9-27 AND THE STATION ON THE RIGHT.
 NF0497'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NF0497'MONUMENT THAT IS RECESSED 2 CM.  LOCATED 44.4 M (145.7 FT) NORTH OF
 NF0497'THE NORTH EDGE OF RUNWAY 9-27, 41.8 M (137.1 FT) NORTH-NORTHEAST OF
 NF0497'TAXIWAY SIGN WITH THE LETTER C, 30.5 M (100.1 FT) SOUTHEAST OF THE
 NF0497'SOUTHEAST EDGE OF RUNWAY 5-23 AND 29.0 M (95.1 FT) SOUTHEAST OF THE
 NF0497'SECOND RUNWAY LIGHT NORTH OF THE CROSSING OF RUNWAY 9-27.
 NF0497'NOTE-THIS IS AN OC AIRPORT AND HAS A CONTROL TOWER.
 NF0497'DESCRIBED BY E.J. HANSMANN.
 NF0497
 NF0497                          STATION RECOVERY (1991)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF0497'THE STATION IS LOCATED ABOUT 14.2 KM (8.8 MI) NORTHEAST OF GALESBURG,
 NF0497'9.1 KM (5.7 MI) SOUTHEAST OF AUGUSTA AND 4.2 KM (2.6 MI) SOUTHWEST OF
 NF0497'BATTLE CREEK, AT THE BATTLE CREEK W.K. KELLOGG REGIONAL AIRPORT.
 NF0497'OWNERSHIP-- CITY OF BATTLE CREEK, P.O.BOX 1717, BATTLE CREEK, MI.
 NF0497'49016.  AIRPORT MANAGER IS LUGENE DEMAREST, P.O.BOX 1717, AIRPORT
 NF0497'TERMINAL BUILDING ROOM 200, BATTLE CREEK, MI. 49015.  PHONE
 NF0497'616-966-3470.
 NF0497'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NF0497'HELMER ROAD (EXIT 95), IN SOUTHWEST BATTLE CREEK, GO NORTH ON HELMER
 NF0497'ROAD FOR 5.47 KM (3.40 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT
 NF0497'AND GO WEST ON THE AIRPORT ENTRANCE ROAD FOR 0.18 KM (0.11 MI) TO A
 NF0497'PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO NORTHWEST ACROSS THE
 NF0497'PARKING LOT FOR 0.1 KM (0.1 MI) TO GATE 6A.  PASS THROUGH THE GATE
 NF0497'AND GO WEST-SOUTHWEST ACROSS AN APRON FOR 0.2 KM (0.1 MI) TO A
 NF0497'TAXIWAY.  TURN LEFT AND GO SOUTH ON THE TAXIWAY FOR 0.4 KM (0.2 MI)
 NF0497'TO A TAXIWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON TAXIWAY C
 NF0497'FOR 0.63 KM (0.39 MI) TO RUNWAY 9-27 AND THE STATION ON THE RIGHT.
 NF0497'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NF0497'MONUMENT THAT IS RECESSED 2 CM.  LOCATED 44.4 M (145.7 FT) NORTH OF
 NF0497'THE NORTH EDGE OF RUNWAY 9-27, 41.8 M (137.1 FT) NORTH-NORTHEAST OF
 NF0497'TAXIWAY SIGN WITH THE LETTER C, 30.5 M (100.1 FT) SOUTHEAST OF THE
 NF0497'SOUTHEAST EDGE OF RUNWAY 5-23 AND 29.0 M (95.1 FT) SOUTHEAST OF THE
 NF0497'SECOND RUNWAY LIGHT NORTH OF THE CROSSING OF RUNWAY 9-27.
 NF0497
 NF0497                          STATION RECOVERY (1992)
 NF0497
 NF0497'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0497'RECOVERED IN GOOD CONDITION.
 NF0497
 NF0497                          STATION RECOVERY (1994)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0497'NOTE--ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ON THE
 NF0497'SOUTHWEST SIDE OF BATTLE CREEK, AT THE W.K.  KELLOGG REGIONAL AIRPORT,
 NF0497'IN A VEE FORMED BY THE JUNCTION OF RUNWAY 5-23 AND THE REMAINS OF
 NF0497'RUNWAY 9-27.  OWNERSHIP--CITY OF BATTLE CREEK, AIRPORT TERMINAL
 NF0497'BUILDING, BATTLE CREEK, MI 49816.  AIRPORT MANAGER IS DAN THURSTON,
 NF0497'PHONE 616-966-3470.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF
 NF0497'INTERSTATE HIGHWAY 94 AND HELMER ROAD (EXIT 95) , ABOUT 8 KM (4.95 MI)
 NF0497'SOUTH OF BATTLE CREEK, GO NORTH ON HELMER ROAD FOR 4.39 KM (2.70 MI)
 NF0497'TO A PAVED ROAD LEFT LEADING TO THE CARGO TERMINAL. CONTINUE AHEAD FOR
 NF0497'1.07 KM (0.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 NF0497'LEFT, WEST, ON ROAD FOR 0.24 KM (0.15 MI) TO THE TERMINAL BUILDING AND
 NF0497'OFFICE ON THE SECOND FLOOR.  STATION IS RECESSED 5 CM BELOW GROUND.
 NF0497'IT IS 30.2 M (99.1 FT) SOUTHEAST OF THE EDGE OF RUNWAY 5-23, 44.5 M
 NF0497'(146.0 FT) NORTH OF THE EDGE OF OLD RUNWAY 9-27, 29.1 M (95.5 FT)
 NF0497'SOUTH-SOUTHEAST OF A LIGHT ALONG RUNWAY 5-23, AND 41.3 M (135.5 FT)
 NF0497'NORTH-NORTHEAST OF A LIGHT ALONG THE OLD RUNWAY.  DESCRIBED BY G.R.
 NF0497'HEID.
 NF0497
 NF0497                          STATION RECOVERY (1994)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 NF0497'STATION IS LOCATED 100 FT (30.5 M) SE OF AND PERPENDICULAR OF THE SE
 NF0497'EDGE OF RUNWAY 5-23, AND 145.5 FT (44.3 M) N OF AND PERPENDICULAR TO
 NF0497'THE N EDGE OF RUNWAY 9-27.  A STANDARD CGS TOPOGRAPHIC DISK STAMPED
 NF0497'ARP 1953 SET IN THE TOP OF A CONCRETE POST THAT IS 1 INCH BELOW THE
 NF0497'SURFACE OF THE GROUND.
 NF0497
 NF0497                          STATION RECOVERY (2001)
 NF0497
 NF0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0497'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0008 ***********************************************************************
 OK0008  DESIGNATION -  ARP 1955
 OK0008  PID         -  OK0008
 OK0008  STATE/COUNTY-  MI/SAGINAW
 OK0008  USGS QUAD   -  AUBURN (1973)
 OK0008
 OK0008                         *CURRENT SURVEY CONTROL
 OK0008  ___________________________________________________________________
 OK0008* NAD 83(1986)-  43 31 55.     (N)    084 04 53.     (W)     SCALED    
 OK0008* NAVD 88     -       202.193  (meters)     663.36   (feet)  ADJUSTED  
 OK0008  ___________________________________________________________________
 OK0008  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OK0008  DYNAMIC HT  -         202.152 (meters)     663.23  (feet)  COMP
 OK0008  MODELED GRAV-     980,415.5   (mgal)                       NAVD 88
 OK0008
 OK0008  VERT ORDER  -  SECOND    CLASS 0
 OK0008
 OK0008.This mark is at Tri City Intl Airport (MBS)
 OK0008
 OK0008.The horizontal coordinates were scaled from a topographic map and have
 OK0008.an estimated accuracy of +/- 6 seconds.
 OK0008
 OK0008.The orthometric height was determined by differential leveling
 OK0008.and adjusted by the National Geodetic Survey in June 1991..
 OK0008
 OK0008.The geoid height was determined by GEOID03.
 OK0008
 OK0008.The dynamic height is computed by dividing the NAVD 88
 OK0008.geopotential number by the normal gravity value computed on the
 OK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0008.degrees latitude (g = 980.6199 gals.).
 OK0008
 OK0008.The modeled gravity was interpolated from observed gravity values.
 OK0008
 OK0008;                    North         East    Units  Estimated Accuracy
 OK0008;SPC MI S     -   225,750.    4,023,060.      MT  (+/- 180 meters Scaled)
 OK0008
 OK0008                          SUPERSEDED SURVEY CONTROL
 OK0008
 OK0008  NGVD 29 (??/??/92)  202.371  (m)          663.95   (f) ADJ UNCH    2 0
 OK0008
 OK0008.Superseded values are not recommended for survey control.
 OK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0008.See file dsdata.txt to determine how the superseded data were derived.
 OK0008
 OK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP358240(NAD 83)
 OK0008_MARKER: DT = TOPOGRAPHIC STATION DISK
 OK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0008_STAMPING: ARP 1955
 OK0008_MARK LOGO: CGS   
 OK0008_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0008+STABILITY: SURFACE MOTION
 OK0008
 OK0008  HISTORY     - Date     Condition        Report By
 OK0008  HISTORY     - 1955     MONUMENTED       CGS
 OK0008  HISTORY     - 1966     GOOD             NGS
 OK0008  HISTORY     - 1969     GOOD             NGS
 OK0008  HISTORY     - 19910810 GOOD             NGS
 OK0008  HISTORY     - 19940508 GOOD             USPSQD
 OK0008  HISTORY     - 20011203 GOOD             NGS
 OK0008
 OK0008                          STATION DESCRIPTION
 OK0008
 OK0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OK0008'1 MI E FROM FREELAND.
 OK0008'AT THE TRI-CITY AIRPORT, 164.34 FEET EAST OF THE CENTERLINE
 OK0008'INTERSECTION OF RUNWAYS 5-23 AND 14-32, 40.32 FEET NORTHEAST
 OK0008'OF THE MIDDLE OF AN UNUSED CONCRETE BASE FOR A RUNWAY LIGHT,
 OK0008'AND 39.92 FEET SOUTHEAST OF THE MIDDLE OF AN UNUSED CONCRETE
 OK0008'BASE FOR A RUNWAY LIGHT.  A STANDARD TOPOGRAPHIC DISK STAMPED
 OK0008'ARP 1955 AND SET IN THE TOP OF A CONCRETE POST.
 OK0008
 OK0008                          STATION RECOVERY (1969)
 OK0008
 OK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 OK0008'RECOVERED IN GOOD CONDITION.
 OK0008
 OK0008                          STATION RECOVERY (1991)
 OK0008
 OK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0008'THE STATION IS LOCATED IN THE CENTER OF THE AIRPORT END OF THE
 OK0008'MIDFIELD INTERSECTION.  IT IS 164.3 FT (50.1 M) EAST OF THE CENTERLINE
 OK0008'INTERSECTION OF RUNWAYS 5-23 AND 14-32, 39.2 FT (11.9 M) SOUTHEAST OF
 OK0008'A RUNWAY LIGHT AT THE EDGE OF RWY 5-23, 37.9 FT (11.6 M) NORTHEAST OF
 OK0008'A RUNWAY LIGHT AT THE EDGE OF RWY 14-32, AND 18.4 FT (5.6 M) NORTH OF
 OK0008'A PK NAIL AND WASHER IN THE CENTERLINE OF THE ASPHALT ROAD LEADING TO
 OK0008'THE VORTAC.  IT IS A CGS TOPO DISK STAMPED ARP 1955 AND SET IN THE TOP
 OK0008'OF A CONCRETE POST 0.1 FT (3.0 CM) BELOW GROUND LEVEL.
 OK0008
 OK0008                          STATION RECOVERY (1994)
 OK0008
 OK0008'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0008'RECOVERED IN GOOD CONDITION.
 OK0008
 OK0008                          STATION RECOVERY (2001)
 OK0008
 OK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0298 ***********************************************************************
 QL0298  DESIGNATION -  ARP 1966
 QL0298  PID         -  QL0298
 QL0298  STATE/COUNTY-  MI/MENOMINEE
 QL0298  USGS QUAD   -  MARINETTE WEST (1975)
 QL0298
 QL0298                         *CURRENT SURVEY CONTROL
 QL0298  ___________________________________________________________________
 QL0298* NAD 83(1986)-  45 07 18.     (N)    087 38 04.     (W)     SCALED    
 QL0298* NAVD 88     -       183.733  (meters)     602.80   (feet)  ADJUSTED  
 QL0298  ___________________________________________________________________
 QL0298  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QL0298  DYNAMIC HT  -         183.715 (meters)     602.74  (feet)  COMP
 QL0298  MODELED GRAV-     980,516.5   (mgal)                       NAVD 88
 QL0298
 QL0298  VERT ORDER  -  SECOND    CLASS 0
 QL0298
 QL0298.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0298
 QL0298.The horizontal coordinates were scaled from a topographic map and have
 QL0298.an estimated accuracy of +/- 6 seconds.
 QL0298
 QL0298.The orthometric height was determined by differential leveling
 QL0298.and adjusted by the National Geodetic Survey in June 1991..
 QL0298
 QL0298.The geoid height was determined by GEOID03.
 QL0298
 QL0298.The dynamic height is computed by dividing the NAVD 88
 QL0298.geopotential number by the normal gravity value computed on the
 QL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0298.degrees latitude (g = 980.6199 gals.).
 QL0298
 QL0298.The modeled gravity was interpolated from observed gravity values.
 QL0298
 QL0298;                    North         East    Units  Estimated Accuracy
 QL0298;SPC MI N     -    37,810.    7,950,080.      MT  (+/- 180 meters Scaled)
 QL0298
 QL0298                          SUPERSEDED SURVEY CONTROL
 QL0298
 QL0298  NGVD 29 (??/??/92)  183.763  (m)          602.90   (f) ADJ UNCH    2 0
 QL0298
 QL0298.Superseded values are not recommended for survey control.
 QL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0298.See file dsdata.txt to determine how the superseded data were derived.
 QL0298
 QL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ501966(NAD 83)
 QL0298_MARKER: DT = TOPOGRAPHIC STATION DISK
 QL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0298_STAMPING: ARP 1966
 QL0298_MARK LOGO: CGS   
 QL0298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0298+STABILITY: SURFACE MOTION
 QL0298
 QL0298  HISTORY     - Date     Condition        Report By
 QL0298  HISTORY     - 1966     MONUMENTED       CGS
 QL0298  HISTORY     - 1966     GOOD             NGS
 QL0298  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0298  HISTORY     - 19900811 GOOD             NGS
 QL0298  HISTORY     - 19901026 GOOD             USPSQD
 QL0298  HISTORY     - 20010331 GOOD             NGS
 QL0298
 QL0298                          STATION DESCRIPTION
 QL0298
 QL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QL0298'IN MENOMINEE.
 QL0298'BENCH IS LOCATED AT THE MENOMINEE COUNTY AIRPORT 349.9 FEET N
 QL0298'OF THE 5TH RUNWAY LIGHT N OF INTERSECTION RUNWAYS 14-32 AND
 QL0298'18-36 ON N SIDE OF RUNWAY 14-32, 321.3 FEET NE OF THE 6TH
 QL0298'RUNWAY LIGHT AND 329.1 FEET NE OF THE CENTERLINE RUNWAY 14-32.
 QL0298'BENCH IS A TOPO DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE
 QL0298'POST WHICH IS FLUSH WITH THE GROUND.
 QL0298
 QL0298                          STATION RECOVERY (1966)
 QL0298
 QL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QL0298'BENCH IS LOCATED AT THE MENOMINEE COUNTY AIRPORT 349.9 FEET N OF THE
 QL0298'6TH RUNWAY LIGHT N OF INTERSECTION RUNWAYS 14-32 AND 18-36 ON N SIDE
 QL0298'OF RUNWAY 14-32, 271 FEET NE OF THE 7TH RUNWAY LIGHT, AND 332.3 FEET
 QL0298'NE OF THE CENTERLINE RUNWAY 14-32. AND 90.2 FEET N OF THE N CORNER OF
 QL0298'A DRAINAGE GRID. BENCH IS A STANDARD TOPO DISK SET IN THE TOP OF A 8
 QL0298'INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 QL0298
 QL0298                          STATION RECOVERY (1990)
 QL0298
 QL0298'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0298'MARK NOT FOUND.
 QL0298
 QL0298                          STATION RECOVERY (1990)
 QL0298
 QL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0298'THIS STATION IS LOCATED THE THE MENOMINEE-MARINETTE TWIN COUNTY
 QL0298'AIRPORT IN THE GRASS TRIANGLE FORMED BY RUNWAY 14-32S INTERSECTION
 QL0298'WITH THE NORTH-SOUTH AND THE EAST-WEST TAXIWAYS.  THE STATION IS 349.8
 QL0298'FT (106.6 M) NORTH OF THE FIFTH RUNWAY LIGHT NORTHWEST OF THE
 QL0298'INTERSECTION OF RWY 14-32 WITH THE NORTH-SOUTH TAXIWAY, 332.3 FT
 QL0298'(101.3 M) NORTHEAST OF THE CENTERLINE OF RUNWAY 14-32, 320.4 FT (97.7
 QL0298'M) EAST OF THE SEVENTH RUNWAY LIGHT, 271.0 FT (82.6 M) NORTHEAST OF
 QL0298'THE SIXTH RUNWAY LIGHT, 90.2 FT (27.5 M) NORTH OF THE NORTH CORNER OF
 QL0298'A STEEL GRATE DRAIN, AND 22 FT (6.7 M) NORTHWEST OF THE LINE FORMED BY
 QL0298'THE SIXTH RWY LT AND ITS OPPOSITE LIGHT ON THE OTHER SIDE OF THE RWY.
 QL0298'THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN THE TOP OF
 QL0298'AN 8 INCH CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED
 QL0298'ARP 1966.
 QL0298
 QL0298                          STATION RECOVERY (1990)
 QL0298
 QL0298'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0298'RECOVERED IN GOOD CONDITION.
 QL0298
 QL0298                          STATION RECOVERY (2001)
 QL0298
 QL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0298'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0369 ***********************************************************************
 NE0369  SACS        -  This is a Secondary Airport Control Station.
 NE0369  DESIGNATION -  ARP PTK
 NE0369  PID         -  NE0369
 NE0369  STATE/COUNTY-  MI/OAKLAND
 NE0369  USGS QUAD   -  CLARKSTON (1983)
 NE0369
 NE0369                         *CURRENT SURVEY CONTROL
 NE0369  ___________________________________________________________________
 NE0369* NAD 83(1994)-  42 39 52.79636(N)    083 25 00.38664(W)     ADJUSTED  
 NE0369* NAVD 88     -       294.576  (meters)     966.45   (feet)  ADJUSTED  
 NE0369  ___________________________________________________________________
 NE0369  X           -     538,547.771 (meters)                     COMP
 NE0369  Y           -  -4,666,497.566 (meters)                     COMP
 NE0369  Z           -   4,300,359.701 (meters)                     COMP
 NE0369  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 NE0369  ELLIP HEIGHT-         260.59  (meters)          (07/12/02) GPS OBS
 NE0369  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NE0369  DYNAMIC HT  -         294.488 (meters)     966.17  (feet)  COMP
 NE0369  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 NE0369  OBS GRAVITY -     980,320.6   (mgal)                       GRAV_OBS
 NE0369
 NE0369  HORZ ORDER  -  FIRST
 NE0369  VERT ORDER  -  SECOND    CLASS 0
 NE0369  ELLP ORDER  -  FOURTH    CLASS I
 NE0369
 NE0369.This mark is at Oakland-Pontiac Airport (PTK)
 NE0369
 NE0369.The horizontal coordinates were established by GPS observations
 NE0369.and adjusted by the National Geodetic Survey in February 1997..
 NE0369
 NE0369.The orthometric height was determined by differential leveling
 NE0369.and adjusted by the National Geodetic Survey in June 1991..
 NE0369
 NE0369.Photographs are available for this station.
 NE0369
 NE0369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0369
 NE0369.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0369
 NE0369.The ellipsoidal height was determined by GPS observations
 NE0369.and is referenced to NAD 83.
 NE0369
 NE0369.The geoid height was determined by GEOID03.
 NE0369
 NE0369.The dynamic height is computed by dividing the NAVD 88
 NE0369.geopotential number by the normal gravity value computed on the
 NE0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0369.degrees latitude (g = 980.6199 gals.).
 NE0369
 NE0369.The modeled gravity was interpolated from observed gravity values.
 NE0369.The observed gravity was obtained from relative gravimeter ties
 NE0369.to the IGSN71 gravity network.
 NE0369
 NE0369;                    North         East     Units Scale Factor Converg.
 NE0369;SPC MI S     -   129,807.107 4,077,866.705   MT  0.99991424   +0 38 47.1
 NE0369;SPC MI S     -   425,876.34 13,378,827.77   iFT  0.99991424   +0 38 47.1
 NE0369;UTM  17      - 4,726,409.343   301,940.006   MT  1.00008264   -1 38 18.2
 NE0369
 NE0369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0369!SPC MI S     -   0.99995913  x   0.99991424  =   0.99987338
 NE0369!UTM  17      -   0.99995913  x   1.00008264  =   1.00004177
 NE0369
 NE0369|---------------------------------------------------------------------|
 NE0369| PID    Reference Object                     Distance      Geod. Az  |
 NE0369|                                                           dddmmss.s |
 NE0369| AA8115 PTK C                               208.603 METERS 24810     |
 NE0369|---------------------------------------------------------------------|
 NE0369
 NE0369                          SUPERSEDED SURVEY CONTROL
 NE0369
 NE0369  ELLIP H (02/03/97)  260.62   (m)                       GP(       ) 4 1
 NE0369  NAD 83(1986)-  42 39 52.79988(N)    083 25 00.41652(W) AD(       ) 1
 NE0369  NAVD 88 (04/30/95)  294.58   (m)          966.5    (f) LEVELING    3  
 NE0369  NGVD 29 (??/??/92)  294.667  (m)          966.75   (f) ADJ UNCH    2 0
 NE0369
 NE0369.Superseded values are not recommended for survey control.
 NE0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0369.See file dsdata.txt to determine how the superseded data were derived.
 NE0369
 NE0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0194026409(NAD 83)
 NE0369_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0369_STAMPING: ARP 1965
 NE0369_MARK LOGO: CGS   
 NE0369_PROJECTION: FLUSH
 NE0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0369+STABILITY: SURFACE MOTION
 NE0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0369+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 NE0369
 NE0369  HISTORY     - Date     Condition        Report By
 NE0369  HISTORY     - 1965     MONUMENTED       CGS
 NE0369  HISTORY     - 1978     GOOD             NGS
 NE0369  HISTORY     - 19920615 GOOD             NGS
 NE0369  HISTORY     - 19931016 GOOD             WADTRI
 NE0369  HISTORY     - 20000808 GOOD             WOOLPT
 NE0369  HISTORY     - 20040726 GOOD             NGS
 NE0369  HISTORY     - 20060207 GOOD             INDIV
 NE0369  HISTORY     - 20060227 GOOD             INDIV
 NE0369
 NE0369                          STATION DESCRIPTION
 NE0369
 NE0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0369'6.5 MI W FROM PONTIAC.
 NE0369'THE MARK IS LOCATED ON THE PONTIAC MUNICIPAL AIRPORT IN A GRASS
 NE0369'AREA DIRECTLY IN FRONT OF THE TERMINAL BUILDING.  100 FEET SOUTH
 NE0369'OF THE SOUTH EDGE OF THE EAST-WEST RUNWAY, 104.9 FEET NORTH
 NE0369'OF THE NORTH EDGE OF THE PARALLEL TAXIWAY AND 47.2 FEET NORTHEAST
 NE0369'OF A IRON DRAIN COVER.  A STANDARD TOPOGRAPHIC DISK IN A CONCRETE
 NE0369'POST SET FLUSH WITH THE GROUND, STAMPED ARP 1965.
 NE0369
 NE0369                          STATION RECOVERY (1978)
 NE0369
 NE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0369'RECOVERED IN GOOD CONDITION.
 NE0369
 NE0369                          STATION RECOVERY (1992)
 NE0369
 NE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 NE0369'THE STATION IS LOCATED ON THE OAKLAND-PONTIAC AIRPORT IN A GRASS AREA
 NE0369'DIRECTLY IN FRONT OF THE TERMINAL BUILDING, 100 FT (30.5 M) SOUTH OF
 NE0369'THE SOUTH EDGE OF THE EAST-WEST RUNWAY, 104.9 FT (32.0 M) NORTH OF THE
 NE0369'NORTH EDGE OF THE PARALLEL TAXIWAY AND 47.2 FT (14.4 M) NE OF AN IRON
 NE0369'DRAIN COVER.  A STANDARD TOPOGRAPHIC DISK IN A CONCRETE POST SET FLUSH
 NE0369'WITH THE GROUND, STAMPED ARP 1965.
 NE0369
 NE0369                          STATION RECOVERY (1993)
 NE0369
 NE0369'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE0369'RECOVERED AS DESCRIBED.
 NE0369
 NE0369                          STATION RECOVERY (2000)
 NE0369
 NE0369'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0369'RECOVERED IN GOOD CONDITION.
 NE0369
 NE0369                          STATION RECOVERY (2004)
 NE0369
 NE0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (GS)
 NE0369'STATION IS LOCATED ABOUT 10 KM (6.20 MI) WEST OF PONTIAC, AT THE
 NE0369'OAKLAND COUNTY  INTERNATIONAL AIRPORT.  OWNERSHIP - COUNTY OF OAKLAND,
 NE0369'1200 NORTH TELEGRAPH ROAD,  PONTIAC, MI. 48054.  THE AIRPORT MANAGER
 NE0369'IS KARL RANDALL, PHONE- 810-666-3900. NOTIFICATION IS REQUIRED TO
 NE0369'ACCESS THE STATION.
 NE0369' 
 NE0369'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 (TELEGRAPH ROAD) AND
 NE0369'STATE HIGHWAY M-59  (HIGHLAND ROAD) ON THE WEST SIDE OF PONTIAC, GO
 NE0369'WEST ON HIGHWAY M-59 FOR 8.32 KM (5.15 MI)  TO THE AIRPORT ENTRANCE ON
 NE0369'THE RIGHT.  TURN RIGHT, NORTH, ON THE AIRPORT ENTRANCE  ROAD FOR 0.44
 NE0369'KM (0.25 MI) TO THE TERMINAL BUILDING, PASS TRHOUGH THE GATE ON THE
 NE0369'WEST  SIDE OF THE BUILDING AND GO NORTH ACROSS THE APRON 0.25 KM (0.15
 NE0369'MI) TO THE TAXIWAY THAT  PARALLELS RUNWAY 9R/27L ALONG THE SOUTH SIDE.
 NE0369'TURN RIGHT ON THE TAXIWAY (C)  FOR 0.3 KM  (0.2 MI) TO THE STATION ON
 NE0369'THE LEFT IN A GRASS ISLAND BETWEN TAXIWAY C AND RUNWAY 9R/27L.
 NE0369' 
 NE0369'IT IS 32.0 M (104.9 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY, 30.5 M
 NE0369'(100 FT) SOUTH OF THE  SOUTH EDGE OF THE RUNWAY AND 14.4 M (47.2 FT)
 NE0369'NORTHEAST OF AN IRON DRAIN COVER.
 NE0369' 
 NE0369'THIS STATION IS DESIGNATED AS A SACS (SECONDARY AIRPORT CONTROL
 NE0369'STATION).
 NE0369
 NE0369                          STATION RECOVERY (2006)
 NE0369
 NE0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0369'RECOVERED IN GOOD CONDITION.
 NE0369
 NE0369                          STATION RECOVERY (2006)
 NE0369
 NE0369'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0369'RECOVERED AS DESCRIBED PETE SMITH NO LONGER WORKS AS THE MAINTENANCE
 NE0369'SUPERVISOR, MATT TREAIS IS THE NEW SUPERVISOR AT OAKLAND COUNTY
 NE0369'INTERNATIONAL AIRPORT  810-666-5459
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1514 ***********************************************************************
 RL1514  DESIGNATION -  ARVON
 RL1514  PID         -  RL1514
 RL1514  STATE/COUNTY-  MI/BARAGA
 RL1514  USGS QUAD   -  SKANEE SOUTH (1985)
 RL1514
 RL1514                         *CURRENT SURVEY CONTROL
 RL1514  ___________________________________________________________________
 RL1514* NAD 83(1994)-  46 45 21.61850(N)    088 13 48.81418(W)     ADJUSTED  
 RL1514* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 RL1514  ___________________________________________________________________
 RL1514  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 RL1514  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RL1514
 RL1514  HORZ ORDER  -  FIRST
 RL1514
 RL1514.The horizontal coordinates were established by classical geodetic methods
 RL1514.and adjusted by the National Geodetic Survey in February 1997..
 RL1514
 RL1514.The orthometric height was scaled from a topographic map.
 RL1514
 RL1514.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1514
 RL1514.The geoid height was determined by GEOID03.
 RL1514
 RL1514;                    North         East     Units Scale Factor Converg.
 RL1514;SPC MI N     -   219,983.684 7,906,018.559   MT  0.99993657   -0 53 21.1
 RL1514;SPC MI N     -   721,731.25 25,938,381.10   iFT  0.99993657   -0 53 21.1
 RL1514;UTM  16      - 5,178,785.231   406,046.853   MT  0.99970850   -0 53 46.4
 RL1514
 RL1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1514!SPC MI N     -   0.99991618  x   0.99993657  =   0.99985275
 RL1514!UTM  16      -   0.99991618  x   0.99970850  =   0.99962470
 RL1514
 RL1514|---------------------------------------------------------------------|
 RL1514| PID    Reference Object                     Distance      Geod. Az  |
 RL1514|                                                           dddmmss.s |
 RL1514| CJ1808 ARVON RM 1                           22.105 METERS 17613     |
 RL1514| RL1523 HERMAN MICROWAVE TOWER              APPROX.14.0 KM 2285547.0 |
 RL1514| RL1524 HERMAN LOOKOUT TOWER                APPROX.13.9 KM 2291518.2 |
 RL1514| RL1515 ARVON LOOKOUT TOWER 1956             10.406 METERS 24447     |
 RL1514| RL1525 L ANSE ST HWY PATROL RAD TOWER      APPROX.15.9 KM 2670511.4 |
 RL1514| CJ1809 ARVON RM 2                           26.274 METERS 26925     |
 RL1514| RL1532 L ANSE MUNICIPAL TANK               APPROX.17.3 KM 2694118.4 |
 RL1514| RL1584 BARAGA MICH CONSER DEPT RAD TR      APPROX.21.6 KM 2820205.8 |
 RL1514| RL0580 BARAGA                              APPROX.25.4 KM 2822501.0 |
 RL1514|---------------------------------------------------------------------|
 RL1514
 RL1514                          SUPERSEDED SURVEY CONTROL
 RL1514
 RL1514  NAD 83(1986)-  46 45 21.61223(N)    088 13 48.80192(W) AD(       ) 1
 RL1514  NAD 27      -  46 45 21.86200(N)    088 13 48.33900(W) AD(       ) 1
 RL1514
 RL1514.Superseded values are not recommended for survey control.
 RL1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1514.See file dsdata.txt to determine how the superseded data were derived.
 RL1514
 RL1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0604778785(NAD 83)
 RL1514_MARKER: DS = TRIANGULATION STATION DISK
 RL1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1514
 RL1514  HISTORY     - Date     Condition        Report By
 RL1514  HISTORY     - 1956     MONUMENTED       CGS
 RL1514  HISTORY     - 1975     GOOD             NGS
 RL1514  HISTORY     - 1977     GOOD             NGS
 RL1514
 RL1514                          STATION DESCRIPTION
 RL1514
 RL1514'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1514'THE STATION IS IN SECTION 6, T 50 N, R 31 W, ABOUT 10-1/2
 RL1514'MILES EAST OF LANSE, AND 5 MILES SOUTHEAST OF THE SOUTHERN END OF
 RL1514'HURON BAY.  THE STATION IS NEAR THE WESTERN PART OF AN EAST-WEST
 RL1514'RIDGE, AT THE ARVON LOOKOUT TOWER.  THIS RIDGE IS ABOUT 40
 RL1514'FEET HIGHER 1/2 MILE EAST OF STATION.
 RL1514'
 RL1514'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET AND
 RL1514'MAIN STREET, IN LANSE, GO NORTH ON MAIN STREET FOR 3.0 MILES TO A
 RL1514'ROAD FORK.  TAKE RIGHT FORK, EASTERLY, GRAVEL ROAD, AND GO 8.7
 RL1514'MILES TO A SIDE ROAD RIGHT, AT SIGN ARVON ROAD.  (THIS SIDE
 RL1514'ROAD IS 0.15 MILE SOUTH OF SLATE RIVER BRIDGE.) TURN RIGHT,
 RL1514'CONTINUE SOUTHEAST AND SOUTHERLY, ON A THIN GRAVELED ROAD, FOR
 RL1514'2.1 MILES TO A SIDE ROAD ON THE LEFT.  KEEP STRAIGHT AHEAD,
 RL1514'SOUTH, GO 1.35 MILES TO A SIDE ROAD LEFT, AT AN OLD RAILROAD
 RL1514'BED.  KEEP STRAIGHT AHEAD, GO 0.25 MILE TO A ROAD FORK.
 RL1514'TAKE RIGHT FORK, WESTERLY, GO 0.8 MILE TO A ROAD FORK.  TAKE
 RL1514'LEFT FORK, SOUTHERLY, ROCKY ROAD, GO 0.8 MILE TO ROAD FORKS.
 RL1514'KEEP STRAIGHT AHEAD, MIDDLE ROAD OF 3 ROADS, GO
 RL1514'SOUTHWESTERLY FOR 2.15 MILES TO LOOKOUT TOWER AND STATION.
 RL1514'
 RL1514'STATION MARKS, ARE STANDARD DISKS, STAMPED ARVON 1956.  THE
 RL1514'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH
 RL1514'PROJECTS 2 INCHES.  IT IS 41 FEET NORTHWEST OF THE CENTER OF
 RL1514'ROAD, 32.6 FEET NORTHEAST OF THE SOUTHEAST LEG OF LOOKOUT
 RL1514'TOWER, AND 20 FEET EAST OF THE NORTHEAST LEG OF LOOKOUT TOWER.
 RL1514'A STANDARD WITNESS POST WAS SET 11 FEET NORTHEAST OF MARK.  THE
 RL1514'UNDERGROUND STATION MARK DISK IS SET IN AN IRREGULAR MASS
 RL1514'OF CONCRETE 32 INCHES BELOW GROUND.
 RL1514'
 RL1514'REFERENCE MARK 1, A STANDARD DISK, STAMPED ARVON NO 1 1956, IS SET
 RL1514'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS 53
 RL1514'FEET SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, AND 13 FEET
 RL1514'SOUTHEAST OF CENTER OF ROAD.
 RL1514'
 RL1514'REFERENCE MARK 2, A STANDARD DISK, STAMPED ARVON NO 2 1956,
 RL1514'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.
 RL1514'IT IS IN THE TIMBER, 50.5 FEET WEST-NORTHWEST OF THE SOUTHWEST LEG
 RL1514'OF LOOKOUT TOWER, AND 44 FEET WEST OF THE NORTHWEST LEG OF
 RL1514'LOOKOUT TOWER.
 RL1514'
 RL1514'NO AZIMUTH MARK WAS SET.
 RL1514'
 RL1514'THE ARVON LOOKOUT TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110
 RL1514'FEET IN HEIGHT AND HAS A SMALL HOUSE ON TOP.  A TRAVERSE
 RL1514'CONNECTION WAS MADE FROM STATION TO THE APPROXIMATE CENTER AT
 RL1514'THE BASE OF TOWER.  DISTANCE BEING 10.406 METERS (34.14 FEET)
 RL1514'WEST-SOUTHWEST FROM STATION.
 RL1514'
 RL1514'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1514
 RL1514                          STATION RECOVERY (1975)
 RL1514
 RL1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1514'THE STATION MARK, REFERENCE MARKS 1, 2 WERE RECOVERED AND FOUND IN
 RL1514'GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND THE DISTANCE TO THE
 RL1514'REFERENCE MARKS CHECKED THE 1956 OBSERVATIONS ADEQUATELY.  A
 RL1514'COMPLETE NEW DESCRIPTION FOLLOWS.
 RL1514'
 RL1514'THE STATION IS LOCATED ABOUT 10-1/2 MILES EAST OF LANSE, 5 MILES
 RL1514'SOUTHEAST OF THE SOUTHERN END OF HURON BAY AND ON LAND OWNED BY
 RL1514'MR. WILLIAM RUNA, LANSE, MICHIGAN.
 RL1514'
 RL1514'TO REACH THE STATION FROM THE INTERSECTION OF BROAD AND MAIN STREET
 RL1514'IN LANSE, GO NORTH ON MAIN STREET FOR 3.0 MILES TO A FORK, TAKE
 RL1514'RIGHT FORK AND GO 8.6 MILES TO A SIDE ROAD RIGHT AT MAILBOX OF
 RL1514'MR. R. HERMAN.  TURN RIGHT AND GO SOUTHEAST ON COUNTY ROAD 42 FOR
 RL1514'2.1 MILES TO A SIDE ROAD LEFT, CONTINUE FOR 1.35 MILES TO A
 RL1514'CROSSROAD AT OLD RAILROAD BED, CONTINUE SOUTHERLY FOR 0.25 MILE TO A
 RL1514'FORK.  TAKE RIGHT FORK AND GO WEST FOR 0.8 MILE TO A FORK.  TAKE LEFT
 RL1514'FORK AND GO 0.95 MILE TO A FORK.  TAKE LEFT FORK, STRAIGHT AHEAD,
 RL1514'FOR 0.7 MILE TO A TRIPLE FORK.  TAKE CENTER ONE AND GO SOUTHERLY AND
 RL1514'WESTERLY UP WASHED OUT ROAD FOR 2.1 MILES TO LOOKOUT TOWER AND
 RL1514'STATION.
 RL1514'
 RL1514'STATION MARKS ARE STANDARD DISKS STAMPED ARVON 1956.  THE SURFACE
 RL1514'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 RL1514'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 32.6 FEET
 RL1514'NORTHEAST OF THE NORTHEAST LEG OF LOOKOUT TOWER, 20 FEET EAST OF
 RL1514'THE NORTHEAST LEG OF LOOKOUT TOWER AND 11 FEET NORTHEAST OF A METAL
 RL1514'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 RL1514'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 RL1514'
 RL1514'REFERENCE MARK 1, A STANDARD DISK STAMPED ARVON NO 1 1956, IS SET
 RL1514'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RL1514'INCHES ABOVE THE GROUND SURFACE.  IT IS 53 FEET SOUTHEAST OF THE
 RL1514'SOUTHEAST LEG OF THE LOOKOUT TOWER AND 13 FEET SOUTHEAST OF THE
 RL1514'TRACK ROAD.
 RL1514'
 RL1514'REFERENCE MARK 2, A STANDARD DISK STAMPED ARVON NO 2 1956, IS
 RL1514'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RL1514'INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET WEST-NORTHWEST OF
 RL1514'THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 44 FEET WEST OF THE
 RL1514'NORTHEAST LEG OF THE LOOKOUT TOWER.
 RL1514'
 RL1514'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 RL1514'
 RL1514'NO SUITABLE PLACE TO ESTABLISH AZIMUTH MARK.
 RL1514'
 RL1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES EAST
 RL1514'OF LANSE.
 RL1514
 RL1514                          STATION RECOVERY (1977)
 RL1514
 RL1514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1514'REFERENCE MARK NUMBER 2 WAS RECOVERED AND FOUND IN GOOD CONDITION,
 RL1514'AT THE TIME THE STATION WAS VISITED THERE WAS LOGGING IN THE AREA
 RL1514'TREES WERE CUT DOWN IN THE AREA WHERE THE STATION MARK SHOULD HAVE
 RL1514'BEEN, THE WITNESS POST WAS UNDER A TREE CUT DOWN.  IT IS BELIEVED
 RL1514'(STATION MARK) TO BE IN TACK.  A LARGE PILE OF DIRT WAS IN THE
 RL1514'AREA WHERE REFERENCE MARK NUMBER 1 SHOULD HAVE BEEN.
 RL1514'
 RL1514'TO REACH THE STATION FROM THE INTERSECTION OF BROAD STREET AND MAIN
 RL1514'STREET IN LANSE, GO ON MAIN STREET FOR 3.0 MILES TO A FORK.  TAKE
 RL1514'THE RIGHT FORK AND GO EASTERLY FOR 8.7 MILE TO A SIDE ROAD RIGHT.
 RL1514'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD FOR 2.1 MILES TO A
 RL1514'SIDE ROAD LEFT.  KEEP LEFT AHEAD SOUTHERLY FOR 1.35 MILE TO A
 RL1514'SIDE ROAD LEFT AT AN OLD RAILROAD BED.  CONTINUE AHEAD FOR 0.25
 RL1514'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO WESTERLY FOR 0.8 MILE
 RL1514'TO A FORK.  KEEP LEFT FORK FOR 0.8 MILE TO A THREE WAY FORK.  KEEP
 RL1514'MIDDLE FORK AND GO SOUTHERLY FOR 2.15 MILES TO THE HIGHEST PART
 RL1514'OF HILL AND STATION SITE NEAR THE BASE OF OLD LOOKOUT TOWER
 RL1514'BASE.  A FOUR-WHEEL DRIVE TRUCK WILL BE REQUIRED THE LAST 3/4 MILE
 RL1514'IF WET.
 RL1514'
 RL1514'IT WOULD REQUIRE A TOWER AT THIS STATION.
 RL1514'
 RL1514'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10-1/2
 RL1514'MILES EAST OF LANSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1515 ***********************************************************************
 RL1515  DESIGNATION -  ARVON LOOKOUT TOWER 1956
 RL1515  PID         -  RL1515
 RL1515  STATE/COUNTY-  MI/BARAGA
 RL1515  USGS QUAD   -  SKANEE SOUTH (1985)
 RL1515
 RL1515                         *CURRENT SURVEY CONTROL
 RL1515  ___________________________________________________________________
 RL1515* NAD 83(1994)-  46 45 21.47493(N)    088 13 49.25778(W)     ADJUSTED  
 RL1515* NAVD 88     -       569.     (meters)    1867.     (feet)  SCALED    
 RL1515  ___________________________________________________________________
 RL1515  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 RL1515  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RL1515
 RL1515  HORZ ORDER  -  THIRD
 RL1515
 RL1515.The horizontal coordinates were established by classical geodetic methods
 RL1515.and adjusted by the National Geodetic Survey in February 1997..
 RL1515
 RL1515.The orthometric height was scaled from a topographic map.
 RL1515
 RL1515.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1515
 RL1515.The geoid height was determined by GEOID03.
 RL1515
 RL1515;                    North         East     Units Scale Factor Converg.
 RL1515;SPC MI N     -   219,979.397 7,906,009.078   MT  0.99993656   -0 53 21.4
 RL1515;SPC MI N     -   721,717.18 25,938,349.99   iFT  0.99993656   -0 53 21.4
 RL1515;UTM  16      - 5,178,780.946   406,037.373   MT  0.99970852   -0 53 46.7
 RL1515
 RL1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1515!SPC MI N     -   0.99991618  x   0.99993656  =   0.99985274
 RL1515!UTM  16      -   0.99991618  x   0.99970852  =   0.99962472
 RL1515
 RL1515                          SUPERSEDED SURVEY CONTROL
 RL1515
 RL1515  NAD 83(1986)-  46 45 21.46867(N)    088 13 49.24552(W) AD(       ) 4
 RL1515  NAD 27      -  46 45 21.72000(N)    088 13 48.78000(W) AD(       ) 3
 RL1515
 RL1515.Superseded values are not recommended for survey control.
 RL1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1515.See file dsdata.txt to determine how the superseded data were derived.
 RL1515
 RL1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0603778781(NAD 83)
 RL1515_MARKER: 57 = LOOKOUT TOWER
 RL1515
 RL1515  HISTORY     - Date     Condition        Report By
 RL1515  HISTORY     - 1956     FIRST OBSERVED   CGS
 RL1515
 RL1515                          STATION DESCRIPTION
 RL1515
 RL1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1515'THE STATION IS IN SECTION 6, T 50 N, R 31 W, ABOUT 10-1/2 MILES
 RL1515'DUE EAST OF LANSE, AT THE WESTERN PART OF AN EAST-WEST WOODED
 RL1515'RIDGE.  THIS RIDGE IS ABOUT 40 FEET HIGHER 1/2 MILE EAST
 RL1515'OF STATION.
 RL1515'
 RL1515'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ARVON,
 RL1515'DISTANCE BEING 10.406 METERS (34.14 FEET) WEST-SOUTHWEST OF
 RL1515'STATION ARVON.  THE CONNECTION WAS MADE TO THE APPROXIMATE
 RL1515'CENTER AT BASE OF TOWER.
 RL1515'
 RL1515'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE ABOUT 110 FEET IN
 RL1515'HEIGHT AND HAS A SMALL HOUSE ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1311 ***********************************************************************
 RJ1311  DESIGNATION -  AS C9M 069
 RJ1311  PID         -  RJ1311
 RJ1311  STATE/COUNTY-  MI/CHIPPEWA
 RJ1311  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ1311
 RJ1311                         *CURRENT SURVEY CONTROL
 RJ1311  ___________________________________________________________________
 RJ1311* NAD 83(1994)-  46 14 24.83686(N)    084 06 39.77983(W)     ADJUSTED  
 RJ1311* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 RJ1311  ___________________________________________________________________
 RJ1311  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 RJ1311  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ1311
 RJ1311  HORZ ORDER  -  SECOND
 RJ1311
 RJ1311.The horizontal coordinates were established by classical geodetic methods
 RJ1311.and adjusted by the National Geodetic Survey in February 1997..
 RJ1311
 RJ1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1311
 RJ1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1311
 RJ1311.The geoid height was determined by GEOID03.
 RJ1311
 RJ1311;                    North         East     Units Scale Factor Converg.
 RJ1311;SPC MI N     -   165,984.917 8,222,746.230   MT  0.99990314   +2 05 17.2
 RJ1311;SPC MI N     -   544,569.94 26,977,513.88   iFT  0.99990314   +2 05 17.2
 RJ1311;UTM  16      - 5,124,796.676   722,724.024   MT  1.00020983   +2 05 14.6
 RJ1311
 RJ1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1311!SPC MI N     -   0.99997779  x   0.99990314  =   0.99988093
 RJ1311!UTM  16      -   0.99997779  x   1.00020983  =   1.00018761
 RJ1311
 RJ1311                          SUPERSEDED SURVEY CONTROL
 RJ1311
 RJ1311  NAD 83(1986)-  46 14 24.82818(N)    084 06 39.77643(W) AD(       ) 2
 RJ1311  NGVD 29 (05/22/90)  178.2    (m)          585.     (f) VERT ANG       
 RJ1311
 RJ1311.Superseded values are not recommended for survey control.
 RJ1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1311.See file dsdata.txt to determine how the superseded data were derived.
 RJ1311
 RJ1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2272424797(NAD 83)
 RJ1311_MARKER: I = METAL ROD
 RJ1311_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RJ1311_SP_SET: OBJECT IMBEDDED IN GROUND
 RJ1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1311
 RJ1311  HISTORY     - Date     Condition        Report By
 RJ1311  HISTORY     - 1988     MONUMENTED       USE
 RJ1311
 RJ1311                          STATION DESCRIPTION
 RJ1311
 RJ1311'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1311'THE STATION IS LOCATED ABOUT 33.5 KM (20.8 MI) SOUTHEAST OF SAULT STE
 RJ1311'MARIE, 37.8 KM (23.5 MI) EAST OF RUDYARD, 32.0 KM (19.9 MI)
 RJ1311'NORTH-NORTHWEST OF DETOUR VILLAGE ON MAN MADE ISLAND IN SEC 1,
 RJ1311'T44N-R2E.
 RJ1311'OWNERSHIP---STATE OF MICHIGAN
 RJ1311'
 RJ1311'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1311'4.4 KM
 RJ1311'(2.7 MI) ON 15 MILE ROAD TO
 RJ1311'SCENIC DRIVE, TURN RIGHT AND GO SOUTH FOR
 RJ1311'6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1311'DOWNRIVER FOR 15 MINUTES TO A POINT OF LAND CALLED WINTERS POINT,
 RJ1311'GO EAST FOR 15 MINUTES ACROSS MUNUSCONG LAKE TO WHERE MUNUSCONG
 RJ1311'CHANNEL EMPTIES INTO THE LAKE TO A MAN MADE ISLAND WHERE THE
 RJ1311'STATION IS LOCATED.
 RJ1311'
 RJ1311'THE STATION IS A 28.5 CM (1 1.2 IN) SQUARE ALUMINUM POST SET INTO THE
 RJ1311'GROUND, THAT IS STAMPED---POST NO. 8522---, PROTUDING
 RJ1311'8.9 CM (3.5 IN)
 RJ1311'FROM THE GROUND, LOCATED UNDER A METAL TRIPOD WITH ORANGE SLATS
 RJ1311'ON IT.
 RJ1311'
 RJ1311'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0627 ***********************************************************************
 RK0627  DESIGNATION -  ASHFORD
 RK0627  PID         -  RK0627
 RK0627  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0627  USGS QUAD   -  
 RK0627
 RK0627                         *CURRENT SURVEY CONTROL
 RK0627  ___________________________________________________________________
 RK0627* NAD 83(1994)-  46 08 24.42768(N)    086 19 17.87741(W)     ADJUSTED  
 RK0627* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 RK0627  ___________________________________________________________________
 RK0627  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 RK0627  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RK0627
 RK0627  HORZ ORDER  -  SECOND
 RK0627
 RK0627.The horizontal coordinates were established by classical geodetic methods
 RK0627.and adjusted by the National Geodetic Survey in February 1997..
 RK0627
 RK0627.The orthometric height was scaled from a topographic map.
 RK0627
 RK0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0627
 RK0627.The geoid height was determined by GEOID03.
 RK0627
 RK0627;                    North         East     Units Scale Factor Converg.
 RK0627;SPC MI N     -   151,022.737 8,052,410.209   MT  0.99990603   +0 29 25.1
 RK0627;SPC MI N     -   495,481.42 26,418,668.66   iFT  0.99990603   +0 29 25.1
 RK0627;UTM  16      - 5,109,839.492   552,394.761   MT  0.99963375   +0 29 20.9
 RK0627
 RK0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0627!SPC MI N     -   0.99996944  x   0.99990603  =   0.99987547
 RK0627!UTM  16      -   0.99996944  x   0.99963375  =   0.99960320
 RK0627
 RK0627:                Primary Azimuth Mark                     Grid Az
 RK0627:SPC MI N     -  ASHFORD AZ MK                            034 44 23.6
 RK0627:UTM  16      -  ASHFORD AZ MK                            034 44 27.8
 RK0627
 RK0627|---------------------------------------------------------------------|
 RK0627| PID    Reference Object                     Distance      Geod. Az  |
 RK0627|                                                           dddmmss.s |
 RK0627| CH1665 ASHFORD AZ MK                                      0351348.7 |
 RK0627| RK0626 HIAWATHA RAD STA KAX 350 MAST       APPROX. 1.4 KM 0794647.5 |
 RK0627| CH1666 ASHFORD RM 1                         22.141 METERS 12305     |
 RK0627| CH1667 ASHFORD RM 2                         22.640 METERS 24128     |
 RK0627|---------------------------------------------------------------------|
 RK0627
 RK0627                          SUPERSEDED SURVEY CONTROL
 RK0627
 RK0627  NAD 83(1986)-  46 08 24.42224(N)    086 19 17.87337(W) AD(       ) 2
 RK0627  NAD 27      -  46 08 24.55043(N)    086 19 17.32844(W) AD(       ) 2
 RK0627
 RK0627.Superseded values are not recommended for survey control.
 RK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0627.See file dsdata.txt to determine how the superseded data were derived.
 RK0627
 RK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5239509839(NAD 83)
 RK0627_MARKER: DS = TRIANGULATION STATION DISK
 RK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0627
 RK0627  HISTORY     - Date     Condition        Report By
 RK0627  HISTORY     - 1965     MONUMENTED       CGS
 RK0627
 RK0627                          STATION DESCRIPTION
 RK0627
 RK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0627'THE STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SHINGLETON, 13-1/2
 RK0627'MILES NORTH-NORTHWEST OF MANISTIQUE, 9 MILES SOUTHEAST OF STEUBEN,
 RK0627'IN SECTION 4, T. 43 N., R. 16 N., AND AT THE SOUTHWEST CORNER OF AN
 RK0627'OPEN FIELD ON PROPERTY OWNED BY MR. HERBERT SCHALON.
 RK0627'
 RK0627'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0627'SHINGLETON, GO SOUTH ON STATE HIGHWAY 94 FOR 8.0 MILES TO A CONCRETE
 RK0627'BRIDGE OVER THE SOUTH BRANCH OF STUTTS CREEK.  CONTINUE SOUTH ON
 RK0627'HIGHWAY 94 FOR 3.65 MILES TO A CROSSROAD.  CONTINUE SOUTH AND EAST
 RK0627'ON HIGHWAY 94 FOR 6.65 MILES TO A FIELD ROAD RIGHT AND THE AZIMUTH
 RK0627'MARK ON THE LEFT AT THE NORTHEAST CORNER OF A FIELD.  TURN RIGHT
 RK0627'AND GO SOUTH AND SOUTHWEST ON THE FIELD ROAD FOR 0.3 MILE TO THE
 RK0627'STATION.
 RK0627'
 RK0627'STATION MARKS ARE STANDARD DISKS STAMPED ASHFORD 1965.  THE SURFACE
 RK0627'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 RK0627'IT IS 118 FEET EAST OF THE WEST EDGE OF WOODS, 62 FEET NORTH OF THE
 RK0627'NORTH EDGE OF WOODS AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 RK0627'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 46
 RK0627'INCHES BELOW THE GROUND SURFACE.
 RK0627'
 RK0627'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASHFORD NO 1 1965, IS
 RK0627'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 RK0627'74.9 FEET EAST-SOUTHEAST OF THE METAL WITNESS POST AND 21 FEET NORTH
 RK0627'OF THE NORTH EDGE OF WOODS.
 RK0627'
 RK0627'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASHFORD NO 2 1965, IS
 RK0627'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 26
 RK0627'FEET NORTH OF THE NORTH EDGE OF WOODS AND 73 FEET SOUTHWEST OF THE
 RK0627'METAL WITNESS POST.
 RK0627'
 RK0627'AZIMUTH MARK, A STANDARD DISK STAMPED ASHFORD 1965, IS SET IN A ROUND
 RK0627'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 67 FEET EAST OF
 RK0627'THE CENTER OF A FIELD ROAD, 59 FEET SOUTH OF THE CENTER OF STATE
 RK0627'HIGHWAY 94 AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 RK0627'
 RK0627'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1164 ***********************************************************************
 RJ1164  DESIGNATION -  ASPEN
 RJ1164  PID         -  RJ1164
 RJ1164  STATE/COUNTY-  MI/LUCE
 RJ1164  USGS QUAD   -  BETSY LAKE SOUTH (1968)
 RJ1164
 RJ1164                         *CURRENT SURVEY CONTROL
 RJ1164  ___________________________________________________________________
 RJ1164* NAD 83(1994)-  46 35 04.53526(N)    085 20 34.28753(W)     ADJUSTED  
 RJ1164* NAVD 88     -       249.     (meters)     817.     (feet)  SCALED    
 RJ1164  ___________________________________________________________________
 RJ1164  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RJ1164  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 RJ1164
 RJ1164  HORZ ORDER  -  THIRD
 RJ1164
 RJ1164.The horizontal coordinates were established by classical geodetic methods
 RJ1164.and adjusted by the National Geodetic Survey in February 1997..
 RJ1164
 RJ1164.The orthometric height was scaled from a topographic map.
 RJ1164
 RJ1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1164
 RJ1164.The geoid height was determined by GEOID03.
 RJ1164
 RJ1164;                    North         East     Units Scale Factor Converg.
 RJ1164;SPC MI N     -   201,528.303 8,126,989.262   MT  0.99991646   +1 11 52.0
 RJ1164;SPC MI N     -   661,182.10 26,663,350.60   iFT  0.99991646   +1 11 52.0
 RJ1164;UTM  16      - 5,160,336.944   626,957.365   MT  0.99979812   +1 12 14.0
 RJ1164
 RJ1164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1164!SPC MI N     -   0.99996663  x   0.99991646  =   0.99988309
 RJ1164!UTM  16      -   0.99996663  x   0.99979812  =   0.99976475
 RJ1164
 RJ1164|---------------------------------------------------------------------|
 RJ1164| PID    Reference Object                     Distance      Geod. Az  |
 RJ1164|                                                           dddmmss.s |
 RJ1164| CH1668 ASPEN RM 1                           22.945 METERS 08511     |
 RJ1164| RJ1159 CULHANE                             APPROX.12.1 KM 1123150.6 |
 RJ1164| CH1669 ASPEN RM 2                           21.382 METERS 32431     |
 RJ1164|---------------------------------------------------------------------|
 RJ1164
 RJ1164                          SUPERSEDED SURVEY CONTROL
 RJ1164
 RJ1164  NAD 83(1986)-  46 35 04.52901(N)    085 20 34.28462(W) AD(       ) 3
 RJ1164  NAD 27      -  46 35 04.48385(N)    085 20 33.86213(W) AD(       ) 3
 RJ1164
 RJ1164.Superseded values are not recommended for survey control.
 RJ1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1164.See file dsdata.txt to determine how the superseded data were derived.
 RJ1164
 RJ1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2695760337(NAD 83)
 RJ1164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1164_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1164
 RJ1164  HISTORY     - Date     Condition        Report By
 RJ1164  HISTORY     - 1965     MONUMENTED       CGS
 RJ1164
 RJ1164                          STATION DESCRIPTION
 RJ1164
 RJ1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1164'STATION IS ABOUT 17-3/4 MILES NORTHEAST OF NEWBERRY, 15 MILES
 RJ1164'SOUTHWEST OF
 RJ1164'PARADISE, 3-1/2 MILES SOUTHWEST OF BETSY LAKE AND ON STATE LAND.
 RJ1164'
 RJ1164'TO REACH THE STATION FROM THE RAILROAD CROSSING WEST OF THE DEPOT IN
 RJ1164'NEWBERRY, GO NORTH
 RJ1164'ON STATE HIGHWAY 123 FOR 4.3 MILES TO A SIDE ROAD
 RJ1164'LEFT (LUCE COUNTY ROAD 407).
 RJ1164'CONTINUE NORTHEASTERLY ON HIGHWAY 123 FOR
 RJ1164'8.4 MILES TO A SIDE ROAD RIGHT (FORDNEY TOWER
 RJ1164'ROAD).  CONTINUE NORTHEAST
 RJ1164'ON HIGHWAY 123 FOR 5.65 MILES TO A SIDE ROAD LEFT (LUCE COUNTY
 RJ1164'ROAD 500).  TURN LEFT
 RJ1164'AND GO NORTHWEST AND NORTH ON COUNTY ROAD 500 WHICH IS A
 RJ1164'GRADED SAND ROAD FOR 1.55
 RJ1164'MILES TO THE STATION ON THE LEFT.
 RJ1164'
 RJ1164'STATION MARKS ARE STANDARD DISK STAMPED ASPEN 1965.  THE SURFACE DISK
 RJ1164'IS SET IN A ROUND
 RJ1164'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 5
 RJ1164'FEET EAST OF A METAL WITNESS POST,
 RJ1164'36 FEET NORTHEAST OF AN 8 INCH ASPEN
 RJ1164'TREE WITH A TRIANGULAR BLAZE ON ITS EAST SIDE AND 37
 RJ1164'FEET WEST OF THE
 RJ1164'CENTER OF A SAND ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RJ1164'MASS OF CONCRETE 42
 RJ1164'INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1164'
 RJ1164'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ASPEN NO 1 1965, IS SET
 RJ1164'IN A ROUND
 RJ1164'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.5 FEET
 RJ1164'NORTHWEST OF A METAL WITNESS
 RJ1164'POST, 25 FEET NORTH OF AN 8 INCH ASPEN
 RJ1164'TREE AND 39 FEET EAST OF THE CENTER OF THE SAND
 RJ1164'ROAD.
 RJ1164'
 RJ1164'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ASPEN NO 2 1965, IS
 RJ1164'SET IN A ROUND
 RJ1164'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.5
 RJ1164'FEET SOUTHWEST OF A METAL WITNESS
 RJ1164'POST AND 79 FEET WEST OF THE CENTER
 RJ1164'OF THE SAND ROAD.
 RJ1164'
 RJ1164'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1164'
 RJ1164'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0795 ***********************************************************************
 OJ0795  DESIGNATION -  ATKINS 2
 OJ0795  PID         -  OJ0795
 OJ0795  STATE/COUNTY-  MI/ST CLAIR
 OJ0795  USGS QUAD   -  RUBY (1976)
 OJ0795
 OJ0795                         *CURRENT SURVEY CONTROL
 OJ0795  ___________________________________________________________________
 OJ0795* NAD 83(1994)-  43 03 41.28347(N)    082 34 05.47834(W)     ADJUSTED  
 OJ0795* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 OJ0795  ___________________________________________________________________
 OJ0795  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 OJ0795  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OJ0795
 OJ0795  HORZ ORDER  -  FIRST
 OJ0795
 OJ0795.The horizontal coordinates were established by classical geodetic methods
 OJ0795.and adjusted by the National Geodetic Survey in February 1997..
 OJ0795
 OJ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0795
 OJ0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0795
 OJ0795.The geoid height was determined by GEOID03.
 OJ0795
 OJ0795;                    North         East     Units Scale Factor Converg.
 OJ0795;SPC MI S     -   175,009.148 4,146,479.298   MT  0.99991161   +1 13 26.1
 OJ0795;SPC MI S     -   574,176.99 13,603,934.70   iFT  0.99991161   +1 13 26.1
 OJ0795;UTM  17      - 4,768,834.024   372,305.928   MT  0.99980059   -1 04 15.2
 OJ0795
 OJ0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0795!SPC MI S     -   0.99996969  x   0.99991161  =   0.99988130
 OJ0795!UTM  17      -   0.99996969  x   0.99980059  =   0.99977028
 OJ0795
 OJ0795|---------------------------------------------------------------------|
 OJ0795| PID    Reference Object                     Distance      Geod. Az  |
 OJ0795|                                                           dddmmss.s |
 OJ0795| CH0754 ATKINS 2 RM 4                        11.507 METERS 08427     |
 OJ0795| OJ0802 ATKINS 2 AZ MK                      APPROX. 0.6 KM 1334327.4 |
 OJ0795| OJ0804 ATKINS USLS 1977                     45.737 METERS 16638     |
 OJ0795| CH0753 ATKINS 2 RM 3                        11.684 METERS 26852     |
 OJ0795|---------------------------------------------------------------------|
 OJ0795
 OJ0795                          SUPERSEDED SURVEY CONTROL
 OJ0795
 OJ0795  NAD 83(1986)-  43 03 41.27068(N)    082 34 05.50938(W) AD(       ) 1
 OJ0795  NAD 27      -  43 03 41.16798(N)    082 34 05.78992(W) AD(       ) 1
 OJ0795  NGVD 29 (07/19/86)  228.1    (m)          748.     (f) VERT ANG       
 OJ0795
 OJ0795.Superseded values are not recommended for survey control.
 OJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0795.See file dsdata.txt to determine how the superseded data were derived.
 OJ0795
 OJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7230668834(NAD 83)
 OJ0795_MARKER: DS = TRIANGULATION STATION DISK
 OJ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0795_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0795
 OJ0795  HISTORY     - Date     Condition        Report By
 OJ0795  HISTORY     - 1977     MONUMENTED       NGS
 OJ0795  HISTORY     - 1980     GOOD             MIDH
 OJ0795  HISTORY     - 19990703 GOOD             USPSQD
 OJ0795  HISTORY     - 20060409 GOOD             USPSQD
 OJ0795
 OJ0795                          STATION DESCRIPTION
 OJ0795
 OJ0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0795'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF AVOCA, 5-1/2
 OJ0795'MILES NORTH-NORTHWEST OF WADHAMS, 5-1/2 MILES SOUTHWEST OF
 OJ0795'LAKEPORT AND 2 MILES WEST OF NORTH STREET.  IT IS ON PROPERTIES
 OJ0795'OWNED BY MR. ERWIN CHARLES, 5810 CARRIGAN ROAD AND MR. ROBERT
 OJ0795'CHARLES, 5424 WILDCAT ROAD, NORTH STREET, MICHIGAN.  PHONE
 OJ0795'NUMBER OF MR. ERWIN CHARLES IS 313/385-4021.  THE STATION IS
 OJ0795'LOCATED IN THE NORTH PART OF SECTION 10, R16E, T2N.
 OJ0795'
 OJ0795'TO REACH THE STATION FROM THE POST OFFICE IN NORTH STREET,
 OJ0795'GO NORTH ON NORTH ROAD FOR 0.1 MILE TO A CROSSROAD,
 OJ0795'(CARRIGAN ROAD), TURN LEFT AND GO WEST ON CARRIGAN ROAD FOR 1.5
 OJ0795'MILES TO A CROSSROAD, (VINCENT ROAD), CONTINUE WEST ON CARRIGAN
 OJ0795'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 OJ0795'WEST FOR 0.1 MILE TO A TRACK ROAD RIGHT LEADING INTO A FIELD.
 OJ0795'TURN RIGHT, THEN LEFT, FOLLOWING TRACK ROAD WEST AND NORTH
 OJ0795'FOR 0.2 MILE TO A FENCELINE.  TURN LEFT AND GO WEST
 OJ0795'ALONG NORTH SIDE OF FENCELINE ALONG FIELD EDGE FOR 0.05 MILE
 OJ0795'TO STATION ON THE LEFT, ABOUT 4 FEET HIGHER THAN FIELD.
 OJ0795'NO MEASUREMENTS BETWEEN REFERENCE MARKS DUE TO TREES.
 OJ0795'
 OJ0795'STATION MARKS, STAMPED---ATKINS 2 1976---, ARE STANDARD DISKS.
 OJ0795'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0795'CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND
 OJ0795'SURFACE. IT IS 12 FEET SOUTH OF THE SOUTH EDGE OF THE FIELD,
 OJ0795'2.0 FEET NORTHWEST OF A METAL WITNESS POST, 1.7 FEET
 OJ0795'NORTH OF FENCELINE AND ABOUT 4
 OJ0795'FEET HIGHER THAN THE CULTIVATED FIELD.
 OJ0795'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 OJ0795'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 OJ0795'
 OJ0795'THE STATION MARK, STAMPED---ATKINS 1909---, IS A U.S.
 OJ0795'LAKE SURVEY DISK SET IN THE TOP OF AN IRREGULAR MASS OF
 OJ0795'CONCRETE WHICH APPEARS TO HAVE BEEN CHIPPED OFF BY FARM
 OJ0795'MACHINERY.  IT IS 149 FEET SOUTH OF A METAL WITNESS POST
 OJ0795'WHICH IS SET IN A FENCELINE AND 45.8 METERS SOUTH OF
 OJ0795'TRIANGULATION STATION ATKINS 2.
 OJ0795'
 OJ0795'REFERENCE MARK 3, STAMPED---ATKINS 2 NO 3 1976---, A STANDARD
 OJ0795'DISK SET IN THE TOP OF A 12-INCH CYLINRICAL CONCRETE MONUMENT
 OJ0795'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.8
 OJ0795'FEET NORTH OF FENCELINE AND 1.7 FEET SOUTH OF A METAL WITNESS
 OJ0795'POST.
 OJ0795'
 OJ0795'REFERENCE MARK 4, STAMPED---ATKINS 2 NO 4 1976---, A STANDARD
 OJ0795'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0795'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.6
 OJ0795'FEET NORTH OF FENCELINE AND 2.4 FEET SOUTH OF A METAL WITNESS
 OJ0795'POST.
 OJ0795'
 OJ0795'AZIMUTH MARK, STAMPED---ATKINS 2 1976---, A STANDARD DISK SET
 OJ0795'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OJ0795'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH
 OJ0795'OF THE APPROXIMATE CENTER OF CARRIGAN ROAD, 9.4 FEET SOUTHWEST
 OJ0795'OF A 16-INCH TREE AND 5.1 FEET WEST OF A METAL WITNESS POST.
 OJ0795'
 OJ0795'A TRAVERSE CONNECTION WAS MADE TO ATKINS USLS.
 OJ0795'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 OJ0795'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK.
 OJ0795'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 30.3 METERS.
 OJ0795'DESCRIBED BY D.A. BOWLING
 OJ0795
 OJ0795                          STATION RECOVERY (1980)
 OJ0795
 OJ0795'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RGW)
 OJ0795'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. TO
 OJ0795'REACH AND DESCRIPTION ARE ADEQUATE.
 OJ0795
 OJ0795                          STATION RECOVERY (1999)
 OJ0795
 OJ0795'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0795'RECOVERED IN GOOD CONDITION.
 OJ0795
 OJ0795                          STATION RECOVERY (2006)
 OJ0795
 OJ0795'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0795'FOUND MARK STAMPED ATKINS 2 1976 IN AN OVERGROWN FENCEROW, ALMOST
 OJ0795'DIRECTLY BEHIND A MOUNDED RISE IN TILLED FIELD.  WITNESS POST AND SIGN
 OJ0795'WERE GONE.
 OJ0795'FOUND MARK STAMPED ATKINS 1909 ENTIRELY REMOVED FROM TILLED FIELD
 OJ0795'WHERE IT BELONGED-CARRIED FROM FIELD AND WILL REPORT AS DESTROYED.
 OJ0795'FOUND MARK STAMPED ATKINS 2 NO 3 1976 IN OVERGROWN FENCEROW.  WITNESS
 OJ0795'POST IN PLACE BUT SIGN MISSING.
 OJ0795'CONTACT NAME IN STATION DESCRIPTION SHOULD READ MRS. LINDA CHARLES
 OJ0795'WITH A PHONE NUMBER OF 810-385-4021.  SHE IS THE OWNER OF THE
 OJ0795'CENTENNIAL FARM MARKS ARE LOCATED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0802 ***********************************************************************
 OJ0802  DESIGNATION -  ATKINS 2 AZ MK
 OJ0802  PID         -  OJ0802
 OJ0802  STATE/COUNTY-  MI/ST CLAIR
 OJ0802  USGS QUAD   -  RUBY (1976)
 OJ0802
 OJ0802                         *CURRENT SURVEY CONTROL
 OJ0802  ___________________________________________________________________
 OJ0802* NAD 83(1994)-  43 03 28.95815(N)    082 33 47.90498(W)     ADJUSTED  
 OJ0802* NAVD 88     -       224.1    (meters)     735.     (feet)  VERTCON   
 OJ0802  ___________________________________________________________________
 OJ0802  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 OJ0802  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0802
 OJ0802  HORZ ORDER  -  SECOND
 OJ0802
 OJ0802.The horizontal coordinates were established by classical geodetic methods
 OJ0802.and adjusted by the National Geodetic Survey in February 1997..
 OJ0802
 OJ0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0802
 OJ0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0802
 OJ0802.The geoid height was determined by GEOID03.
 OJ0802
 OJ0802;                    North         East     Units Scale Factor Converg.
 OJ0802;SPC MI S     -   174,637.422 4,146,884.961   MT  0.99991143   +1 13 38.1
 OJ0802;SPC MI S     -   572,957.42 13,605,265.62   iFT  0.99991143   +1 13 38.1
 OJ0802;UTM  17      - 4,768,446.395   372,696.339   MT  0.99979937   -1 04 02.9
 OJ0802
 OJ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0802!SPC MI S     -   0.99997030  x   0.99991143  =   0.99988173
 OJ0802!UTM  17      -   0.99997030  x   0.99979937  =   0.99976968
 OJ0802
 OJ0802                          SUPERSEDED SURVEY CONTROL
 OJ0802
 OJ0802  NAD 83(1986)-  43 03 28.94531(N)    082 33 47.93611(W) AD(       ) 2
 OJ0802  NAD 27      -  43 03 28.84234(N)    082 33 48.21745(W) AD(       ) 2
 OJ0802  NGVD 29 (07/19/86)  224.2    (m)          736.     (f) VERT ANG       
 OJ0802
 OJ0802.Superseded values are not recommended for survey control.
 OJ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0802.See file dsdata.txt to determine how the superseded data were derived.
 OJ0802
 OJ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7269668446(NAD 83)
 OJ0802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0802
 OJ0802  HISTORY     - Date     Condition        Report By
 OJ0802  HISTORY     - 1977     MONUMENTED       NGS
 OJ0802  HISTORY     - 19990703 GOOD             USPSQD
 OJ0802  HISTORY     - 20060409 GOOD             USPSQD
 OJ0802
 OJ0802                          STATION DESCRIPTION
 OJ0802
 OJ0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0802'THE STATION IS LOCATED ABOUT 6-1/2 MILES EAST OF AVOCA, 5-1/2
 OJ0802'MILES NORTH-NORTHWEST OF WADHAMS, 5-1/2 MILES SOUTHWEST OF
 OJ0802'LAKEPORT AND 2 MILES WEST OF NORTH STREET.
 OJ0802'
 OJ0802'TO REACH THE STATION FROM THE POST OFFICE IN NORTH STREET,
 OJ0802'GO NORTH ON NORTH ROAD FOR 0.1 MILE TO A CROSSROAD,
 OJ0802'(CARRIGAN ROAD), TURN LEFT AND GO WEST ON CARRIGAN ROAD FOR 1.5
 OJ0802'MILES TO A CROSSROAD, (VINCENT ROAD), CONTINUE WEST ON CARRIGAN
 OJ0802'ROAD FOR 0.4 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 OJ0802'
 OJ0802'AZIMUTH MARK, STAMPED---ATKINS 2 1976---, A STANDARD DISK SET
 OJ0802'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OJ0802'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 29 FEET NORTH
 OJ0802'OF THE APPROXIMATE CENTER OF CARRIGAN ROAD, 9.4 FEET SOUTHWEST
 OJ0802'OF A 16-INCH TREE AND 5.1 FEET WEST OF A METAL WITNESS POST.
 OJ0802'
 OJ0802'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION ATKINS 2.
 OJ0802'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0802'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0802'DESCRIBED BY D.A. BOWLING
 OJ0802
 OJ0802                          STATION RECOVERY (1999)
 OJ0802
 OJ0802'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0802'RECOVERED IN GOOD CONDITION.
 OJ0802
 OJ0802                          STATION RECOVERY (2006)
 OJ0802
 OJ0802'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0802'WITNESS POST HAS BEEN REMOVED.  MARK IS LOCATED IN AN OVERGROWN
 OJ0802'FENCEROW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0615 ***********************************************************************
 QK0615  DESIGNATION -  ATLANTA
 QK0615  PID         -  QK0615
 QK0615  STATE/COUNTY-  MI/MONTMORENCY
 QK0615  USGS QUAD   -  ATLANTA SE (1986)
 QK0615
 QK0615                         *CURRENT SURVEY CONTROL
 QK0615  ___________________________________________________________________
 QK0615* NAD 83(1994)-  45 00 23.08053(N)    084 02 03.00209(W)     ADJUSTED  
 QK0615* NAVD 88     -       307.95   (+/-2cm)    1010.3    (feet)  VERTCON   
 QK0615  ___________________________________________________________________
 QK0615  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 QK0615  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 QK0615  OBS GRAVITY -     980,503.0   (mgal)                       GRAV_OBS
 QK0615
 QK0615  HORZ ORDER  -  FIRST
 QK0615  VERT ORDER  -  THIRD ? (See Below)
 QK0615
 QK0615.The horizontal coordinates were established by classical geodetic methods
 QK0615.and adjusted by the National Geodetic Survey in February 1997..
 QK0615
 QK0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0615.The vertical order pertains to the NGVD 29 superseded value.
 QK0615
 QK0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0615
 QK0615.The geoid height was determined by GEOID03.
 QK0615.The observed gravity was obtained from relative gravimeter ties
 QK0615.to the IGSN71 gravity network.
 QK0615
 QK0615;                    North         East     Units Scale Factor Converg.
 QK0615;SPC MI C     -   187,818.013 6,026,211.257   MT  0.99991331   +0 14 05.6
 QK0615;SPC MI C     -   616,200.83 19,771,034.31   iFT  0.99991331   +0 14 05.6
 QK0615;UTM  16      - 4,987,942.491   733,727.027   MT  1.00027177   +2 05 54.0
 QK0615;UTM  17      - 4,988,142.079   260,887.764   MT  1.00030309   -2 08 48.2
 QK0615
 QK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0615!SPC MI C     -   0.99995734  x   0.99991331  =   0.99987066
 QK0615!UTM  16      -   0.99995734  x   1.00027177  =   1.00022910
 QK0615!UTM  17      -   0.99995734  x   1.00030309  =   1.00026042
 QK0615
 QK0615:                Primary Azimuth Mark                     Grid Az
 QK0615:SPC MI C     -  FLANDERS RESET                           075 40 37.1
 QK0615:UTM  16      -  FLANDERS RESET                           073 48 48.7
 QK0615:UTM  17      -  FLANDERS RESET                           078 03 30.9
 QK0615
 QK0615|---------------------------------------------------------------------|
 QK0615| PID    Reference Object                     Distance      Geod. Az  |
 QK0615|                                                           dddmmss.s |
 QK0615| QJ0287 FLANDERS RESET                      APPROX.25.0 KM 0755442.7 |
 QK0615| CH1670 ATLANTA RM 1                         21.092 METERS 09527     |
 QK0615| CH1671 ATLANTA RM 2                         19.451 METERS 19033     |
 QK0615| CH1672 ATLANTA RM 3                         19.447 METERS 19035     |
 QK0615| QK0616 EAST ATLANTA FIRE LOOKOUT TWR        11.089 METERS 22212     |
 QK0615| QK0619 PRESQUE ISLE S LOOKOUT TOWER        APPROX.17.8 KM 3253139.9 |
 QK0615|---------------------------------------------------------------------|
 QK0615
 QK0615                          SUPERSEDED SURVEY CONTROL
 QK0615
 QK0615  NAD 83(1986)-  45 00 23.07140(N)    084 02 03.00448(W) AD(       ) 1
 QK0615  NAD 27      -  45 00 23.04000(N)    084 02 03.00100(W) AD(       ) 1
 QK0615  NGVD 29 (07/19/86)  308.09   (m)         1010.8    (f) LEVELING    3  
 QK0615
 QK0615.Superseded values are not recommended for survey control.
 QK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0615.See file dsdata.txt to determine how the superseded data were derived.
 QK0615
 QK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ3372787942(NAD 83)
 QK0615_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0615
 QK0615  HISTORY     - Date     Condition        Report By
 QK0615  HISTORY     - 1932     MONUMENTED       CGS
 QK0615  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QK0615  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0615  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QK0615  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QK0615  HISTORY     - 20011205 GOOD             NGS
 QK0615
 QK0615                          STATION DESCRIPTION
 QK0615
 QK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0615'ABOUT 5-1/2 MILES EAST
 QK0615'OF ATLANTA, IN SE
 QK0615'1/4 SEC. 11, T. 30 N., R. 3 E., ON LAND LEASED TO STATE FOR EAST
 QK0615'ATLANTA FIRE LOOKOUT TOWER, 11.85
 QK0615'METERS (38.9 FEET) NORTHEAST OF SOUTHEAST TOWER
 QK0615'LEG, 6.90 METERS (22.6 FEET) NORTHEAST OF NORTHEAST
 QK0615'TOWER LEG, AND 11.80 METERS
 QK0615'(38.7 FEET) NORTHEAST OF NORTHWEST TOWER LEG.  TO REACH FROM ATLANTA,
 QK0615'GO EAST 5 MILES ON ROUTE
 QK0615'M-32 TO POINT WHERE HIGHWAY TURNS SOUTH, CONTINUE EAST ON OLD
 QK0615'DIRT ROAD, AND FOLLOW EAST AND
 QK0615'SOUTH 0.7 MILE TO FIRE TOWER AND STATION SITE.  SURFACE
 QK0615'AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 QK0615'MARKS IN CONCRETE, NOTES 1A AND
 QK0615'7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE MARKS ARE STANDARD
 QK0615'REFERENCE DISKS IN
 QK0615'CONCRETE, NOTE 11A, PROJECTING 6 INCHES.  NO. 1 IS 14.70 METERS (48.2
 QK0615'FEET) EAST OF CENTER LINE OF
 QK0615'ROAD, 3.40 METERS (11.2 FEET) SOUTH OF 12-INCH MAPLE TREE, AND
 QK0615'21.10 METERS (69.2 FEET) FROM STATION IN
 QK0615'AZIMUTH 175 DEG 25 MIN.  NO. 2 IS 10.6 METERS
 QK0615'(35 FEET) WEST OF CENTER LINE OF ROAD, 8.2 METERS (27 FEET)
 QK0615'SOUTH OF SOUTHEAST TOWER LEG,
 QK0615'10.40 METERS (34.1 FEET) SOUTHEAST OF SOUTHWEST TOWER LEG, AND 19.45
 QK0615'METERS (63.8 FEET) FROM
 QK0615'STATION IN AZIMUTH 10 DEG 33 MIN.  CENTER OF EAST ATLANTA, FIRE
 QK0615'LOOKOUT TOWER IS 11.10 METERS (36.4
 QK0615'FEET) FROM STATION IN AZIMUTH 42 DEG 12 MIN.
 QK0615
 QK0615                          STATION RECOVERY (1949)
 QK0615
 QK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RRY)
 QK0615'RECOVERED IN GOOD CONDITION.
 QK0615'
 QK0615'THE STATION MARK IS A BRONZE STATION DISK SET IN A 12-INCH
 QK0615'SQUARE CONCRETE
 QK0615'POST PROJECTING 4 INCHES ABOVE GROUND, 35 FEET NE
 QK0615'OF CENTER OF FOREST SERVICE
 QK0615'LOOKOUT TOWER (ATLANTA E.), 20
 QK0615'FEET NW OF CENTER LINE OF NE-SW TRAIL, AND
 QK0615'STAMPED ATLANTA, 1932.
 QK0615
 QK0615                          STATION RECOVERY (1956)
 QK0615
 QK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0615'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 QK0615'CONDITION.  THE STATION IS ON
 QK0615'PROPERTY OWNED BY MR. WILLIAM R. BODEN.  THE DIRECTION TO REFERENCE
 QK0615'MARK 1 DID NOT CHECK WITH THE
 QK0615'ORIGINAL OBSERVATIONS BY 93 SECONDS WHILE THE DIRECTION TO REFERENCE
 QK0615'MARK 2 CHECKED WITHIN 38 SECONDS AND
 QK0615'THE ATLANTA EAST LOOKOUT TOWER CHECKED WITHIN 1 MINUTE.
 QK0615'THE DISTANCES TO THE REFERENCE MARKS AND THE
 QK0615'LOOKOUT TOWER WERE FOUND TO BE THE SAME AS
 QK0615'STATED IN THE ORIGINAL DESCRIPTION.
 QK0615'
 QK0615'THE STATION IS ADEQUATELY DESCRIBED IN THE 1932 DESCRIPTION.
 QK0615'
 QK0615'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0615
 QK0615                          STATION RECOVERY (1963)
 QK0615
 QK0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 QK0615'R.M. 2 WAS DESTROYED.  THE DISK WAS FOUND AND TURNED IN TO THE DUNDEE
 QK0615'POST OFFICE, WHO SENT IT TO THE
 QK0615'WASHINGTON OFFICE.
 QK0615
 QK0615                          STATION RECOVERY (1972)
 QK0615
 QK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QK0615'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 QK0615'REFERENCE MARK 2
 QK0615'FOUND WITH THE DISK GONE.  A NEW DISK WAS SET IN
 QK0615'THE MONUMENT FOR REFERENCE MARK 3.
 QK0615'THE DISTANCE TO REFERENCE MARK 1
 QK0615'CHECKED.  THE LOOKOUT TOWER HAS BEEN TORN DOWN AND ALL
 QK0615'THAT REMAINS ARE THE
 QK0615'CONCRETE BASES.  A NEW DESCRIPTION FOLLOWS-
 QK0615'
 QK0615'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SEC. 11, T-30-N,
 QK0615'R-3-E, AT WHAT USED
 QK0615'TO BE THE SITE OF THE EAST ATLANTA FIRE LOOKOUT TOWER,
 QK0615'39 FEET NORTHEAST OF THE
 QK0615'SOUTHEAST TOWER BASE, 23 FEET NORTHEAST OF THE
 QK0615'NORTHEAST TOWER BASE, 22 FEET NORTHEAST OF
 QK0615'A 14 INCH MAPLE TREE, 17
 QK0615'FEET WEST OF THE CENTERLINE OF TRACK ROAD AND 1 FOOT SOUTH OF
 QK0615'A METAL WITNESS
 QK0615'POST.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0615'ATLANTA 1932. (NOTE 1A 7A)
 QK0615'
 QK0615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33
 QK0615'ABOUT 7 MILES EAST
 QK0615'OF ATLANTA, GO WESTERLY ON HIGHWAY 32 FOR 1.0 MILES
 QK0615'TO A REVERSE Y.  TURN SHARP RIGHT AND
 QK0615'GO EASTERLY ON TRACK ROAD FOR 0.75
 QK0615'MILE TO THE STATION IN WOODED AREA AT THE HIGHEST POINT
 QK0615'OF HILL.
 QK0615'
 QK0615'REFERENCE MARK 1 IS 10 FEET SOUTH OF A 14 INCH MAPLE TREE AND 52
 QK0615'FEET EAST OF THE
 QK0615'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES
 QK0615'AND THE DISK IS STAMPED ATLANTA
 QK0615'1932.  NO 1 (11A)
 QK0615'
 QK0615'REFERENCE MARK 3 IS 34 FEET SOUTHWEST OF THE CENTERLINE OF THE
 QK0615'ROAD, 25 FEET
 QK0615'SOUTH OF THE SOUTHEAST CONCRETE BASE AND 11 FEET EAST OF
 QK0615'A 16 INCH MAPLE TREE.  THE
 QK0615'MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 QK0615'STAMPED ATLANTA 1932 NO 3 1972.
 QK0615'
 QK0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5-1/2 MILES
 QK0615'EAST OF ATLANTA
 QK0615'
 QK0615'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QK0615
 QK0615                          STATION RECOVERY (2001)
 QK0615
 QK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0615'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0617 ***********************************************************************
 QK0617  DESIGNATION -  ATLANTA RADIO STA KQA 713 MAST
 QK0617  PID         -  QK0617
 QK0617  STATE/COUNTY-  MI/MONTMORENCY
 QK0617  USGS QUAD   -  ATLANTA (1986)
 QK0617
 QK0617                         *CURRENT SURVEY CONTROL
 QK0617  ___________________________________________________________________
 QK0617* NAD 83(1994)-  45 01 01.22949(N)    084 09 00.63799(W)     ADJUSTED  
 QK0617* NAVD 88     -                                                        
 QK0617  ___________________________________________________________________
 QK0617  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 QK0617  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QK0617
 QK0617  HORZ ORDER  -  THIRD
 QK0617
 QK0617.The horizontal coordinates were established by classical geodetic methods
 QK0617.and adjusted by the National Geodetic Survey in February 1997..
 QK0617
 QK0617
 QK0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0617
 QK0617.The geoid height was determined by GEOID03.
 QK0617
 QK0617;                    North         East     Units Scale Factor Converg.
 QK0617;SPC MI C     -   188,964.616 6,017,062.961   MT  0.99991353   +0 09 10.5
 QK0617;SPC MI C     -   619,962.65 19,741,020.21   iFT  0.99991353   +0 09 10.5
 QK0617;UTM  16      - 4,988,791.272   724,543.232   MT  1.00022001   +2 00 59.6
 QK0617
 QK0617                          SUPERSEDED SURVEY CONTROL
 QK0617
 QK0617  NAD 83(1986)-  45 01 01.22054(N)    084 09 00.64142(W) AD(       ) 4
 QK0617  NAD 27      -  45 01 01.19200(N)    084 09 00.63100(W) AD(       ) 3
 QK0617
 QK0617.Superseded values are not recommended for survey control.
 QK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0617.See file dsdata.txt to determine how the superseded data were derived.
 QK0617
 QK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2454388791(NAD 83)
 QK0617
 QK0617  HISTORY     - Date     Condition        Report By
 QK0617  HISTORY     - 1956     MONUMENTED       CGS
 QK0617  HISTORY     - 20011205 GOOD             NGS
 QK0617
 QK0617                          STATION DESCRIPTION
 QK0617
 QK0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0617'THE STATION IS THE CENTER OF THE BASE OF THE ATLANTA RADIO
 QK0617'STATION KQA 713
 QK0617'MAST, LOCATED ABOUT 0.75 MILE NORTH OF ATLANTA ON A HIGH WOODED HILL,
 QK0617'ON STATE PROPERTY.  IT IS A 4
 QK0617'LEGGED SELF SUPPORTING STEEL STRUCTURE, PAINTED IN ALTERNATE
 QK0617'SECTIONS OF RED AND WHITE WITH 2 RED LIGHTS AT
 QK0617'THE TOP AND 2 RED LIGHTS ABOUT THE MIDDLE
 QK0617'OF THE MAST.  IT IS ABOUT 115 FEET HIGH.  A TRAVERSE CONNECTION
 QK0617'WAS MADE FROM TRIANGULATION STATION
 QK0617'VOYER 1956.  THE DISTANCE IS 7.687 METERS, 25.22 FEET.
 QK0617'
 QK0617'TO REACH THE STATION FROM THE JUNCTION OF M 32 AND M 33 IN ATLANTA,
 QK0617'GO NORTH AND NORTHWEST ON M
 QK0617'33 FOR 1.05 MILES TO A GRAVEL SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QK0617'EAST UP HILL ON THE GRAVEL ROAD FOR
 QK0617'0.5 MILE TO THE STATION.
 QK0617
 QK0617                          STATION RECOVERY (2001)
 QK0617
 QK0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0617'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0634 ***********************************************************************
 RK0634  DESIGNATION -  ATLANTIC
 RK0634  PID         -  RK0634
 RK0634  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0634  USGS QUAD   -  
 RK0634
 RK0634                         *CURRENT SURVEY CONTROL
 RK0634  ___________________________________________________________________
 RK0634* NAD 83(1994)-  46 20 48.05586(N)    086 18 50.86743(W)     ADJUSTED  
 RK0634* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 RK0634  ___________________________________________________________________
 RK0634  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 RK0634  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RK0634
 RK0634  HORZ ORDER  -  SECOND
 RK0634
 RK0634.The horizontal coordinates were established by classical geodetic methods
 RK0634.and adjusted by the National Geodetic Survey in February 1997..
 RK0634
 RK0634.The orthometric height was scaled from a topographic map.
 RK0634
 RK0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0634
 RK0634.The geoid height was determined by GEOID03.
 RK0634
 RK0634;                    North         East     Units Scale Factor Converg.
 RK0634;SPC MI N     -   173,985.427 8,052,791.211   MT  0.99990341   +0 29 44.7
 RK0634;SPC MI N     -   570,818.33 26,419,918.67   iFT  0.99990341   +0 29 44.7
 RK0634;UTM  16      - 5,132,795.988   552,775.794   MT  0.99963424   +0 29 46.5
 RK0634
 RK0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0634!SPC MI N     -   0.99996709  x   0.99990341  =   0.99987050
 RK0634!UTM  16      -   0.99996709  x   0.99963424  =   0.99960134
 RK0634
 RK0634:                Primary Azimuth Mark                     Grid Az
 RK0634:SPC MI N     -  WALSH LOOKOUT TOWER                      089 29 47.3
 RK0634:UTM  16      -  WALSH LOOKOUT TOWER                      089 29 45.5
 RK0634
 RK0634|---------------------------------------------------------------------|
 RK0634| PID    Reference Object                     Distance      Geod. Az  |
 RK0634|                                                           dddmmss.s |
 RK0634| RK0616 WALSH LOOKOUT TOWER                 APPROX. 7.8 KM 0895932.0 |
 RK0634| CH1674 ATLANTIC RM 1                        32.513 METERS 10644     |
 RK0634| RK0046 D 193                                76.886 METERS 21613     |
 RK0634| CH1673 ATLANTIC AZ MK                                     2653632.2 |
 RK0634| CH1818 ROUTE 28 STATE OF MICHIGAN MARK                    2670027.9 |
 RK0634|---------------------------------------------------------------------|
 RK0634
 RK0634                          SUPERSEDED SURVEY CONTROL
 RK0634
 RK0634  NAD 83(1986)-  46 20 48.05067(N)    086 18 50.86512(W) AD(       ) 2
 RK0634  NAD 27      -  46 20 48.18947(N)    086 18 50.32249(W) AD(       ) 2
 RK0634
 RK0634.Superseded values are not recommended for survey control.
 RK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0634.See file dsdata.txt to determine how the superseded data were derived.
 RK0634
 RK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5277632796(NAD 83)
 RK0634_MARKER: DS = TRIANGULATION STATION DISK
 RK0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0634_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0634
 RK0634  HISTORY     - Date     Condition        Report By
 RK0634  HISTORY     - 1965     MONUMENTED       CGS
 RK0634
 RK0634                          STATION DESCRIPTION
 RK0634
 RK0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0634'THE STATION IS ABOUT 17-1/2 MILES WEST OF SENEY, 7-1/2 MILES EAST OF
 RK0634'SHINGLETON AND ON ROAD RIGHT-OF-WAY PROPERTY.
 RK0634'
 RK0634'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 77 AND
 RK0634'28 IN SENEY, GO WEST ON STATE HIGHWAY 28 FOR 4.8 MILES TO A CONCRETE
 RK0634'BRIDGE OVER HOLLAND CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR
 RK0634'3.6 MILES TO A CONCRETE BRIDGE OVER DRIGGS RIVER.  CONTINUE WEST
 RK0634'ON STATE HIGHWAY 28 FOR 7.1 MILES TO A CONCRETE BRIDGE OVER
 RK0634'CREIGHTON CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR 1.8 MILES
 RK0634'TO THE STATION ON THE RIGHT, NORTH SIDE OF THE ROAD.
 RK0634'
 RK0634'THE STATION MARK IS A STANDARD DISK STAMPED ATLANTIC 1965.  THE
 RK0634'SURFACE DISK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 RK0634'WITH GROUND SURFACE.  IT IS 106 FEET NORTH OF THE CENTER OF STATE
 RK0634'HIGHWAY 28 AND 28 FEET SOUTH OF THE SOUTH EDGE OF A SLOUGH.
 RK0634'(NOTE-- DUE TO EXTREME SWAMPY GROUND NO UNDERGROUND DISK WAS SET AT
 RK0634'THIS STATION.)
 RK0634'
 RK0634'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ATLANTIC NO 1 1965, IS
 RK0634'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 RK0634'INCHES ABOVE THE GROUND SURFACE.  IT IS 76 FEET NORTH OF THE CENTER
 RK0634'OF STATE HIGHWAY 28, 57 FEET NORTHWEST OF THE CENTER OF A GRAVEL
 RK0634'DRIVE TO A ROADSIDE PARK AND 4 FEET SOUTH OF A 4-INCH PINE TREE.
 RK0634'
 RK0634'BENCH MARK D 193, A STANDARD BENCH MARK DISK STAMPED D 193 1964, IS
 RK0634'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 RK0634'SURFACE.  IT IS 51 FEET NORTH OF THE NORTH RAIL OF A RAILROAD
 RK0634'TRACK, 42 FEET EAST OF THE CENTER OF A GRADED ROAD, 2 FEET EAST OF
 RK0634'A POWER POLE AND 98 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28.
 RK0634'
 RK0634'AZIMUTH MARK, A STANDARD DISK STAMPED ATLANTIC 1965, IS SET IN A
 RK0634'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 8 INCHES ABOVE
 RK0634'THE GROUND SURFACE.  IT IS 96 FEET SOUTH OF THE CENTER OF STATE
 RK0634'HIGHWAY 28, 52 FEET NORTH OF THE NORTH RAIL OF A RAILROAD TRACK
 RK0634'AND 1.5 FEET EAST OF A METAL WITNESS POST.
 RK0634'
 RK0634'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON STATE HIGHWAY
 RK0634'28 FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH SIDE OF THE
 RK0634'ROAD.
 RK0634'
 RK0634'MICH. STATE MARK, A ROUND BRASS DISK STAMPED STATE OF MICHIGAN, IS
 RK0634'RIVETED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 18 INCHES.  IT IS
 RK0634'47 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28, 41 FEET NORTH OF
 RK0634'MILEPOST MARKER 810-7 AND 2 FEET SOUTH OF A WHITE POST WITH A
 RK0634'YELLOW SIGN ON THE NORTH SIDE BELL TELEPHONE SYSTEM BURIED CABLE.
 RK0634'
 RK0634'TO REACH THE STATE MARK FROM THE STATION GO WEST ON STATE HIGHWAY 28
 RK0634'FOR 0.45 MILE TO THE MARK ON THE LEFT.
 RK0634'
 RK0634'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0231 ***********************************************************************
 SG0231  DESIGNATION -  ATLANTIC MINE SMOKESTK MIGS
 SG0231  PID         -  SG0231
 SG0231  STATE/COUNTY-  MI/HOUGHTON
 SG0231  USGS QUAD   -  SOUTH RANGE (1975)
 SG0231
 SG0231                         *CURRENT SURVEY CONTROL
 SG0231  ___________________________________________________________________
 SG0231* NAD 83(1994)-  47 05 50.36176(N)    088 37 45.71771(W)     ADJUSTED  
 SG0231* NAVD 88     -                                                        
 SG0231  ___________________________________________________________________
 SG0231  LAPLACE CORR-         -15.38  (seconds)                    DEFLEC99
 SG0231  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 SG0231
 SG0231  HORZ ORDER  -  THIRD
 SG0231
 SG0231.The horizontal coordinates were established by classical geodetic methods
 SG0231.and adjusted by the National Geodetic Survey in February 1997..
 SG0231
 SG0231
 SG0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0231
 SG0231.The geoid height was determined by GEOID03.
 SG0231
 SG0231;                    North         East     Units Scale Factor Converg.
 SG0231;SPC MI N     -   258,468.461 7,876,310.428   MT  1.00000345   -1 10 39.7
 SG0231;SPC MI N     -   847,993.64 25,840,913.48   iFT  1.00000345   -1 10 39.7
 SG0231;UTM  16      - 5,217,267.338   376,352.820   MT  0.99978790   -1 11 37.2
 SG0231
 SG0231                          SUPERSEDED SURVEY CONTROL
 SG0231
 SG0231  NAD 83(1986)-  47 05 50.35852(N)    088 37 45.69296(W) AD(       ) 4
 SG0231  NAD 27      -  47 05 50.61000(N)    088 37 45.26000(W) AD(       ) 3
 SG0231
 SG0231.Superseded values are not recommended for survey control.
 SG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0231.See file dsdata.txt to determine how the superseded data were derived.
 SG0231
 SG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7635317267(NAD 83)
 SG0231_MARKER: 63 = STACK
 SG0231
 SG0231  HISTORY     - Date     Condition        Report By
 SG0231  HISTORY     - 1934     FIRST OBSERVED   CGS
 SG0231  HISTORY     - 20031003 MARK NOT FOUND   GEOCAC
 SG0231
 SG0231                          STATION DESCRIPTION
 SG0231
 SG0231'DESCRIBED BY GEOCACHING 2003 (MPR)
 SG0231'THE SMOKESTACK HAS BEEN TORN DOWN.  ALL THAT REMAINS IS ABOUT 20 FEET
 SG0231'AT THE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1533 ***********************************************************************
 NE1533  DESIGNATION -  ATT RADIO STATION KQE 91 TOWER
 NE1533  PID         -  NE1533
 NE1533  STATE/COUNTY-  MI/LIVINGSTON
 NE1533  USGS QUAD   -  KENT LAKE (1983)
 NE1533
 NE1533                         *CURRENT SURVEY CONTROL
 NE1533  ___________________________________________________________________
 NE1533* NAD 83(1994)-  42 33 23.58158(N)    083 41 40.51743(W)     ADJUSTED  
 NE1533* NAVD 88     -                                                        
 NE1533  ___________________________________________________________________
 NE1533  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 NE1533  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NE1533
 NE1533  HORZ ORDER  -  THIRD
 NE1533
 NE1533.The horizontal coordinates were established by classical geodetic methods
 NE1533.and adjusted by the National Geodetic Survey in February 1997..
 NE1533
 NE1533
 NE1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1533
 NE1533.The geoid height was determined by GEOID03.
 NE1533
 NE1533;                    North         East     Units Scale Factor Converg.
 NE1533;SPC MI S     -   117,579.107 4,055,189.556   MT  0.99992322   +0 27 26.5
 NE1533;SPC MI S     -   385,758.23 13,304,427.68   iFT  0.99992322   +0 27 26.5
 NE1533;UTM  17      - 4,715,091.769   278,788.647   MT  1.00020210   -1 49 23.3
 NE1533
 NE1533                          SUPERSEDED SURVEY CONTROL
 NE1533
 NE1533  NAD 83(1986)-  42 33 23.58566(N)    083 41 40.54229(W) AD(       ) 4
 NE1533  NAD 27      -  42 33 23.48000(N)    083 41 40.76000(W) AD(       ) 3
 NE1533
 NE1533.Superseded values are not recommended for survey control.
 NE1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1533.See file dsdata.txt to determine how the superseded data were derived.
 NE1533
 NE1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7878915092(NAD 83)
 NE1533
 NE1533  HISTORY     - Date     Condition        Report By
 NE1533  HISTORY     - 1957     MONUMENTED       CGS
 NE1533  HISTORY     - 19990302 GOOD             USPSQD
 NE1533
 NE1533                          STATION DESCRIPTION
 NE1533
 NE1533'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1533'STATION IS LOCATED ON A HIGH HILL ABOUT 6 MI. SW OF
 NE1533'MILFORD, AND 2 MI.
 NE1533'S OF GENERAL MOTORS PROVING GROUND.  IT IS A
 NE1533'LARGE FOUR-LEGGED STEEL STRUCTURE,
 NE1533'368 FT. HIGH AND PAINTED RED
 NE1533'AND WHITE, AND HAS A NUMBER OF REFLECTORS ON TOP AND
 NE1533'A RED LIGHT
 NE1533'IN THE CENTER OF THE TOP OF THE TOWER.
 NE1533'
 NE1533'THERE IS ANOTHER TOWER, SMALLER IN STRUCTURE ABOUT 20 FT. E,
 NE1533'ABOUT 350 FT. HIGH
 NE1533'AND PAINTED RED AND WHITE.
 NE1533'
 NE1533'TO REACH THE STATION FROM THE INTERSECTION OF S. MAIN STREET
 NE1533'AND W. HURON ROAD
 NE1533'IN MILFORD, GO W ON HURON ROAD (WHICH BECOMES
 NE1533'GENERAL MOTORS ROAD) FOR 3.1 MI. TO
 NE1533'A T-ROAD INTERSECTION AND ENTRANCE
 NE1533'TO THE GENERAL MOTORS PROVING GROUND.  TURN LEFT AND
 NE1533'FOLLOW
 NE1533'MAIN WINDING ROAD FOR 3.3 MI. TO THE TOWER ON THE LEFT.
 NE1533'
 NE1533'THIS IS AN INTERSECTION STATION.
 NE1533
 NE1533                          STATION RECOVERY (1999)
 NE1533
 NE1533'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1533'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0956 ***********************************************************************
 OJ0956  DESIGNATION -  ATTICA METH CH SPIRE
 OJ0956  PID         -  OJ0956
 OJ0956  STATE/COUNTY-  MI/LAPEER
 OJ0956  USGS QUAD   -  ATTICA (1963)
 OJ0956
 OJ0956                         *CURRENT SURVEY CONTROL
 OJ0956  ___________________________________________________________________
 OJ0956* NAD 83(1994)-  43 02 00.23378(N)    083 09 46.30120(W)     ADJUSTED  
 OJ0956* NAVD 88     -                                                        
 OJ0956  ___________________________________________________________________
 OJ0956  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 OJ0956  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OJ0956
 OJ0956  HORZ ORDER  -  THIRD
 OJ0956
 OJ0956.The horizontal coordinates were established by classical geodetic methods
 OJ0956.and adjusted by the National Geodetic Survey in February 1997..
 OJ0956
 OJ0956
 OJ0956.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0956
 OJ0956.The geoid height was determined by GEOID03.
 OJ0956
 OJ0956;                    North         East     Units Scale Factor Converg.
 OJ0956;SPC MI S     -   171,027.834 4,098,094.111   MT  0.99991022   +0 49 09.2
 OJ0956;SPC MI S     -   561,114.94 13,445,190.65   iFT  0.99991022   +0 49 09.2
 OJ0956;UTM  17      - 4,766,793.706   323,801.300   MT  0.99998194   -1 28 34.9
 OJ0956
 OJ0956                          SUPERSEDED SURVEY CONTROL
 OJ0956
 OJ0956  NAD 83(1986)-  43 02 00.22877(N)    083 09 46.33182(W) AD(       ) 4
 OJ0956  NAD 27      -  43 02 00.13035(N)    083 09 46.54606(W) AD(       ) 3
 OJ0956
 OJ0956.Superseded values are not recommended for survey control.
 OJ0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0956.See file dsdata.txt to determine how the superseded data were derived.
 OJ0956
 OJ0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2380166794(NAD 83)
 OJ0956
 OJ0956  HISTORY     - Date     Condition        Report By
 OJ0956  HISTORY     - 1977     MONUMENTED       NGS
 OJ0956
 OJ0956                          STATION DESCRIPTION
 OJ0956
 OJ0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0956'THE ATTICA UNITED METHODIST CHURCH SPIRE IS LOCATED IN THE
 OJ0956'SMALL VILLAGE OF ATTICA, WHICH IS 4 MILES WEST-NORTHWEST OF
 OJ0956'IMLAY CITY AND ABOUT 200 FEET NORTH OF THE JUNCTION OF ATTICA
 OJ0956'AND ELK LAKE ROADS.
 OJ0956'
 OJ0956'THE STATION IS THE TOP CENTER OF THE WHITE SPIRE.
 OJ0956'
 OJ0956'DESCRIBED BY VDN (DAB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0957 ***********************************************************************
 OJ0957  DESIGNATION -  ATTICA UNIDENTIFIED MAST
 OJ0957  PID         -  OJ0957
 OJ0957  STATE/COUNTY-  MI/LAPEER
 OJ0957  USGS QUAD   -  ATTICA (1963)
 OJ0957
 OJ0957                         *CURRENT SURVEY CONTROL
 OJ0957  ___________________________________________________________________
 OJ0957* NAD 83(1994)-  43 00 15.30241(N)    083 10 39.51754(W)     ADJUSTED  
 OJ0957* NAVD 88     -                                                        
 OJ0957  ___________________________________________________________________
 OJ0957  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 OJ0957  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OJ0957
 OJ0957  HORZ ORDER  -  THIRD
 OJ0957
 OJ0957.The horizontal coordinates were established by classical geodetic methods
 OJ0957.and adjusted by the National Geodetic Survey in February 1997..
 OJ0957
 OJ0957
 OJ0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0957
 OJ0957.The geoid height was determined by GEOID03.
 OJ0957
 OJ0957;                    North         East     Units Scale Factor Converg.
 OJ0957;SPC MI S     -   167,773.235 4,096,935.354   MT  0.99990904   +0 48 33.0
 OJ0957;SPC MI S     -   550,437.12 13,441,388.96   iFT  0.99990904   +0 48 33.0
 OJ0957;UTM  17      - 4,763,587.883   322,513.035   MT  0.99998755   -1 29 08.4
 OJ0957
 OJ0957                          SUPERSEDED SURVEY CONTROL
 OJ0957
 OJ0957  NAD 83(1986)-  43 00 15.29782(N)    083 10 39.54824(W) AD(       ) 4
 OJ0957  NAD 27      -  43 00 15.19839(N)    083 10 39.76341(W) AD(       ) 3
 OJ0957
 OJ0957.Superseded values are not recommended for survey control.
 OJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0957.See file dsdata.txt to determine how the superseded data were derived.
 OJ0957
 OJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2251363588(NAD 83)
 OJ0957
 OJ0957  HISTORY     - Date     Condition        Report By
 OJ0957  HISTORY     - 1977     MONUMENTED       NGS
 OJ0957
 OJ0957                          STATION DESCRIPTION
 OJ0957
 OJ0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0957'THE ATTICA UNIDENTIFIED MAST IS LOCATED 8 MILES EAST-
 OJ0957'SOUTHEAST OF LAPEER, 5 MILES WEST-SOUTHWEST OF IMLAY CITY, 3
 OJ0957'MILES SOUTH OF STATE HIGHWAY 21, ON THE NORTH SIDE IF NEWARK
 OJ0957'ROAD, OWNER NOT DETERMINED AT THIS TIME.
 OJ0957'
 OJ0957'THE STATION IS THE LIGHT ATOP THE SINGLE COLUMN, GUYED, RED
 OJ0957'AND WHITE MAST WHICH IS 310 FEET HIGH.
 OJ0957'
 OJ0957'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21
 OJ0957'AND 24 IN LAPEER, GO SOUTH ON HIGHWAY 24 FOR 3-1/2 MILES TO A
 OJ0957'CROSSROAD.  TURN LEFT, EAST, ON NEWARK ROAD FOR 7-1/2 MILES
 OJ0957'TO THE MAST ON THE LEFT.
 OJ0957'
 OJ0957'DESCRIBED BY VDN (DAB)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0658 ***********************************************************************
 OJ0658  DESIGNATION -  ATWELL
 OJ0658  PID         -  OJ0658
 OJ0658  STATE/COUNTY-  MI/LAPEER
 OJ0658  USGS QUAD   -  ATTICA (1963)
 OJ0658
 OJ0658                         *CURRENT SURVEY CONTROL
 OJ0658  ___________________________________________________________________
 OJ0658* NAD 83(1986)-  43 00 36.     (N)    083 08 42.     (W)     SCALED    
 OJ0658* NAVD 88     -       275.977  (meters)     905.43   (feet)  ADJUSTED  
 OJ0658  ___________________________________________________________________
 OJ0658  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0658  DYNAMIC HT  -         275.901 (meters)     905.19  (feet)  COMP
 OJ0658  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 OJ0658
 OJ0658  VERT ORDER  -  SECOND    CLASS II
 OJ0658
 OJ0658.The horizontal coordinates were scaled from a topographic map and have
 OJ0658.an estimated accuracy of +/- 6 seconds.
 OJ0658
 OJ0658.The orthometric height was determined by differential leveling
 OJ0658.and adjusted by the National Geodetic Survey in June 1991..
 OJ0658
 OJ0658.The geoid height was determined by GEOID03.
 OJ0658
 OJ0658.The dynamic height is computed by dividing the NAVD 88
 OJ0658.geopotential number by the normal gravity value computed on the
 OJ0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0658.degrees latitude (g = 980.6199 gals.).
 OJ0658
 OJ0658.The modeled gravity was interpolated from observed gravity values.
 OJ0658
 OJ0658;                    North         East    Units  Estimated Accuracy
 OJ0658;SPC MI S     -   168,450.    4,099,590.      MT  (+/- 180 meters Scaled)
 OJ0658
 OJ0658                          SUPERSEDED SURVEY CONTROL
 OJ0658
 OJ0658  NGVD 29 (??/??/92)  276.105  (m)          905.85   (f) ADJ UNCH    2 2
 OJ0658
 OJ0658.Superseded values are not recommended for survey control.
 OJ0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0658.See file dsdata.txt to determine how the superseded data were derived.
 OJ0658
 OJ0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251641(NAD 83)
 OJ0658_MARKER: DS = TRIANGULATION STATION DISK
 OJ0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0658_SP_SET: CONCRETE POST
 OJ0658_STAMPING: ATWELL 1977
 OJ0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0658+STABILITY: SURFACE MOTION
 OJ0658
 OJ0658  HISTORY     - Date     Condition        Report By
 OJ0658  HISTORY     - 1977     MONUMENTED       NGS
 OJ0658  HISTORY     - 1977     GOOD             MIDH
 OJ0658
 OJ0658                          STATION DESCRIPTION
 OJ0658
 OJ0658'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 OJ0658'3.8 MI SW FROM IMLAY CITY.
 OJ0658'LAPEER COUNTY T7N R11E ATTICA TOWNSHIP SECTION 23. FROM THE
 OJ0658'INTERSECTION OF STATE HIGHWAY 21 AND STATE HIGHWAY 53 GO SOUTH 1.7
 OJ0658'MILES TO NEWARK ROAD, WEST 3.9 MILES TO ATWELL ROAD, NORTH 0.15 MILES
 OJ0658'TO MARK ON RIGHT. IT IS 24 FEET EAST OF CENTERLINE OF ATWELL ROAD
 OJ0658'AND 15 FEET SOUTHWEST OF A 1 INCH SPRUCE AND 12 FEET NORTH OF A 30
 OJ0658'INCH STUMP AND 11 FEET SOUTHSOUTHEAST OF A 6 INCH CHERRY AND 6 FEET
 OJ0658'SOUTHEAST OF A METAL WITNESS POST. A STANDARD DISK STAMPED ATWELL
 OJ0658'1977 SET IN TOP OF A CONCRETE POST FLUSH WITH GROUND, 1 FOOT ABOVE
 OJ0658'ATWELL ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0955 ***********************************************************************
 OJ0955  DESIGNATION -  ATWELL
 OJ0955  PID         -  OJ0955
 OJ0955  STATE/COUNTY-  MI/LAPEER
 OJ0955  USGS QUAD   -  ATTICA (1963)
 OJ0955
 OJ0955                         *CURRENT SURVEY CONTROL
 OJ0955  ___________________________________________________________________
 OJ0955* NAD 83(1994)-  43 00 21.51073(N)    083 08 42.30675(W)     ADJUSTED  
 OJ0955* NAVD 88     -       275.97   (+/-2cm)     905.4    (feet)  VERTCON   
 OJ0955  ___________________________________________________________________
 OJ0955  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OJ0955  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0955
 OJ0955  HORZ ORDER  -  FIRST
 OJ0955  VERT ORDER  -  THIRD ? (See Below)
 OJ0955
 OJ0955.The horizontal coordinates were established by classical geodetic methods
 OJ0955.and adjusted by the National Geodetic Survey in February 1997..
 OJ0955
 OJ0955.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0955.The vertical order pertains to the NGVD 29 superseded value.
 OJ0955
 OJ0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0955
 OJ0955.The geoid height was determined by GEOID03.
 OJ0955
 OJ0955;                    North         East     Units Scale Factor Converg.
 OJ0955;SPC MI S     -   168,002.780 4,099,586.734   MT  0.99990910   +0 49 52.8
 OJ0955;SPC MI S     -   551,190.22 13,450,087.71   iFT  0.99990910   +0 49 52.8
 OJ0955;UTM  17      - 4,763,711.089   325,171.673   MT  0.99997602   -1 27 48.5
 OJ0955
 OJ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0955!SPC MI S     -   0.99996215  x   0.99990910  =   0.99987126
 OJ0955!UTM  17      -   0.99996215  x   0.99997602  =   0.99993817
 OJ0955
 OJ0955:                Primary Azimuth Mark                     Grid Az
 OJ0955:SPC MI S     -  IMLAY CITY MUN TANK                      069 06 46.8
 OJ0955:UTM  17      -  IMLAY CITY MUN TANK                      071 24 28.1
 OJ0955
 OJ0955|---------------------------------------------------------------------|
 OJ0955| PID    Reference Object                     Distance      Geod. Az  |
 OJ0955|                                                           dddmmss.s |
 OJ0955| OJ0942 IMLAY CITY MUN TANK                 APPROX. 6.2 KM 0695639.6 |
 OJ0955| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 6.7 KM 1842449.7 |
 OJ0955| CH0755 ATWELL RM 1                          32.712 METERS 19622     |
 OJ0955| OJ0962 ATWELL AZ MK                        APPROX. 0.6 KM 2470809.4 |
 OJ0955| OJ0957 ATTICA UNIDENTIFIED MAST            APPROX. 2.7 KM 2655259.7 |
 OJ0955| OJ0956 ATTICA METH CH SPIRE                APPROX. 3.4 KM 3343407.2 |
 OJ0955| CH0756 ATWELL RM 2                          32.150 METERS 33527     |
 OJ0955|---------------------------------------------------------------------|
 OJ0955
 OJ0955                          SUPERSEDED SURVEY CONTROL
 OJ0955
 OJ0955  NAD 83(1986)-  43 00 21.50607(N)    083 08 42.33756(W) AD(       ) 1
 OJ0955  NAD 27      -  43 00 21.40648(N)    083 08 42.55663(W) AD(       ) 1
 OJ0955  NGVD 29 (07/19/86)  276.10   (m)          905.8    (f) LEVELING    3  
 OJ0955
 OJ0955.Superseded values are not recommended for survey control.
 OJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0955.See file dsdata.txt to determine how the superseded data were derived.
 OJ0955
 OJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2517263711(NAD 83)
 OJ0955_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0955_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0955
 OJ0955  HISTORY     - Date     Condition        Report By
 OJ0955  HISTORY     - 1977     MONUMENTED       NGS
 OJ0955
 OJ0955                          STATION DESCRIPTION
 OJ0955
 OJ0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0955'THE STATION IS LOCATED 4-1/2 MILES NORTH OF DRYDEN, 3 MILES
 OJ0955'SOUTH OF STATE HIGHWAY 21, 3-3/4 MILES WEST-SOUTHWEST OF
 OJ0955'IMLAY CITY, IN THE SOUTHEAST CORNER OF SECTION 22, T 7 N,
 OJ0955'R 11 E, ALONG A COUNTY ROAD, ON EDGE OF AN UNUSED
 OJ0955'CULTIVATED FIELD.  PROPERTY OWNER UNKNOWN.
 OJ0955'
 OJ0955'TO REACH THE STATION FROM THE IMLAT CITY POST OFFICE, GO EAST
 OJ0955'ON EAST THIRD STREET FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT,
 OJ0955'SOUTH, ON CEDAR ROAD (STATE HIGHWAY 53
 OJ0955'FOR 1.1 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON NEWARK
 OJ0955'ROAD FOR 3.5 MILES TO A DIRT CROSSROAD.  (TO REACH THE
 OJ0955'AZIMUTH MARK, CONTINUE WEST ON NEWARK ROAD FOR 0.35 MILE TO
 OJ0955'THE MARK ON THE RIGHT AT A DRIVEWAY RIGHT).  TURN RIGHT,
 OJ0955'NORTH, ON ATWELL ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT
 OJ0955'
 OJ0955'STATION MARKS, STAMPED---ATWELL 1977---, ARE STANDARD DISKS
 OJ0955'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0955'MONUMENT FLUSH WITH THE GROUND.  IT IS 103 FEET SOUTHEAST OF A
 OJ0955'UTILITY POLE (FIRST POLE ALONG ROAD ON LEFT), 65 FEET SOUTH OF
 OJ0955'A BRACE POLE, 24 FEET EAST OF THE ROAD CENTER, 13 FEET SOUTH-
 OJ0955'SOUTHEAST OF A 6-INCH WILD CHERRY TREE, 10.5 FEET NORTH OF A
 OJ0955'30-INCH, 40 FOOT HIGH DEAD TREE, AND 6.0 FEET SOUTHEAST OF A
 OJ0955'METAL WITNESS POST.
 OJ0955'
 OJ0955'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 OJ0955'CONCRETE MASS ABOUT 42 INCHES BELOW GROUND.
 OJ0955'
 OJ0955'REFERENCE MARK 1, STAMPED---ATWELL NO 1 1977---, IS A
 OJ0955'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0955'MONUMENT FLUSH WITH THE GROUND.  IT IS 40 FEET NORTH OF THE
 OJ0955'CENTER OF A FIELD ENTRANCE, 34.5 FEET WEST-SOUTHWEST OF AN
 OJ0955'UNUSED UTLITY POLE, 12.5 FEET WEST OF THE ROAD CENTER, 1.2
 OJ0955'FEET NORTH OF A METAL WITNESS POST.
 OJ0955'
 OJ0955'REFERENCE MARK 2, STAMPED---ATWELL NO 2 1977---, IS A
 OJ0955'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0955'MONUMENT FLUSH WITH THE GROUND.  IT IS 48.5 FEET WEST-
 OJ0955'NORTHWEST OF THE BRACE POLE, 15 FEET WEST OF THE ROAD CENTER,
 OJ0955'5.5 FEET NORTHEAST OF A UTILITY POLE, 2.5 FEET EAST OF AN
 OJ0955'UNUSED FENCE CORNER POST, AND 1.5 FEET SOUTH OF A METAL
 OJ0955'WITNESS POST.
 OJ0955'
 OJ0955'AZIMUTH MARK, STAMPED---ATWELL 1977---, IS A STANDARD DISK
 OJ0955'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OJ0955'GROUND ON THE SIDE OF A FILL BANK.  IT IS 40 FEET EAST OF A
 OJ0955'DRIVEWAY LEADING TO 4821 NEWARK ROAD, 13.5 FEET NORTH OF THE
 OJ0955'ROAD CENTER, 1.2 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT
 OJ0955'LOWER THAN THE ROAD.
 OJ0955'
 OJ0955'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0955'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.1 METERS
 OJ0955'DESCRIBED BY G.R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0962 ***********************************************************************
 OJ0962  DESIGNATION -  ATWELL AZ MK
 OJ0962  PID         -  OJ0962
 OJ0962  STATE/COUNTY-  MI/LAPEER
 OJ0962  USGS QUAD   -  ATTICA (1963)
 OJ0962
 OJ0962                         *CURRENT SURVEY CONTROL
 OJ0962  ___________________________________________________________________
 OJ0962* NAD 83(1994)-  43 00 14.05959(N)    083 09 06.38025(W)     ADJUSTED  
 OJ0962* NAVD 88     -       263.5    (meters)     864.     (feet)  VERTCON   
 OJ0962  ___________________________________________________________________
 OJ0962  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 OJ0962  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0962
 OJ0962  HORZ ORDER  -  SECOND
 OJ0962
 OJ0962.The horizontal coordinates were established by classical geodetic methods
 OJ0962.and adjusted by the National Geodetic Survey in February 1997..
 OJ0962
 OJ0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0962
 OJ0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0962
 OJ0962.The geoid height was determined by GEOID03.
 OJ0962
 OJ0962;                    North         East     Units Scale Factor Converg.
 OJ0962;SPC MI S     -   167,765.001 4,099,044.940   MT  0.99990902   +0 49 36.4
 OJ0962;SPC MI S     -   550,410.11 13,448,310.17   iFT  0.99990902   +0 49 36.4
 OJ0962;UTM  17      - 4,763,495.180   324,620.755   MT  0.99997840   -1 28 04.7
 OJ0962
 OJ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0962!SPC MI S     -   0.99996411  x   0.99990902  =   0.99987314
 OJ0962!UTM  17      -   0.99996411  x   0.99997840  =   0.99994251
 OJ0962
 OJ0962                          SUPERSEDED SURVEY CONTROL
 OJ0962
 OJ0962  NAD 83(1986)-  43 00 14.05495(N)    083 09 06.41112(W) AD(       ) 2
 OJ0962  NAD 27      -  43 00 13.95531(N)    083 09 06.62932(W) AD(       ) 2
 OJ0962  NGVD 29 (07/19/86)  263.6    (m)          865.     (f) VERT ANG       
 OJ0962
 OJ0962.Superseded values are not recommended for survey control.
 OJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0962.See file dsdata.txt to determine how the superseded data were derived.
 OJ0962
 OJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2462163495(NAD 83)
 OJ0962_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0962+STABILITY: SURFACE MOTION
 OJ0962
 OJ0962  HISTORY     - Date     Condition        Report By
 OJ0962  HISTORY     - 1977     MONUMENTED       NGS
 OJ0962
 OJ0962                          STATION DESCRIPTION
 OJ0962
 OJ0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0962'THE STATION IS LOCATED 4-1/2 MILES NORTH OF DRYDEN, 3 MILES
 OJ0962'SOUTH OF STATE HIGHWAY 21, 3-3/4 MILES WEST-SOUTHWEST OF
 OJ0962'IMLAY CITY.
 OJ0962'
 OJ0962'TO REACH THE STATION FROM THE IMLAT CITY POST OFFICE, GO EAST
 OJ0962'ON EAST THIRD STREET FOR 0.1 MILE TO A T-ROAD.  TURN RIGHT,
 OJ0962'SOUTH, ON CEDAR ROAD (STATE HIGHWAY 53
 OJ0962'FOR 1.1 MILES TO A CROSSROAD.  TURN RIGHT, WEST, ON NEWARK
 OJ0962'ROAD FOR 3.5 MILES TO A DIRT CROSSROAD.  CONTINUE WEST ON
 OJ0962'NEWARK ROAD FOR 0.35 MILE TO THE STATION ON THE RIGHT AT
 OJ0962'A DRIVEWAY RIGHT.
 OJ0962'
 OJ0962'AZIMUTH MARK, STAMPED---ATWELL 1977---, IS A STANDARD DISK
 OJ0962'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 OJ0962'GROUND ON THE SIDE OF A FILL BANK.  IT IS 40 FEET EAST OF A
 OJ0962'DRIVEWAY LEADING TO 4821 NEWARK ROAD, 13.5 FEET NORTH OF THE
 OJ0962'ROAD CENTER, 1.2 FEET WEST OF A METAL WITNESS POST, AND 1 FOOT
 OJ0962'LOWER THAN THE ROAD.
 OJ0962'
 OJ0962'AN EDM TRAVERSE TIE WAS MADE TO STATION ATWELL.
 OJ0962'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0962'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 OJ0962'DESCRIBED BY G.R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0319 ***********************************************************************
 PK0319  DESIGNATION -  AU GRES MUNICIPAL TANK
 PK0319  PID         -  PK0319
 PK0319  STATE/COUNTY-  MI/ARENAC
 PK0319  USGS QUAD   -  AU GRES (1976)
 PK0319
 PK0319                         *CURRENT SURVEY CONTROL
 PK0319  ___________________________________________________________________
 PK0319* NAD 83(1994)-  44 02 58.95199(N)    083 41 15.16832(W)     ADJUSTED  
 PK0319* NAVD 88     -                                                        
 PK0319  ___________________________________________________________________
 PK0319  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 PK0319  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 PK0319
 PK0319  HORZ ORDER  -  THIRD
 PK0319
 PK0319.The horizontal coordinates were established by classical geodetic methods
 PK0319.and adjusted by the National Geodetic Survey in February 1997..
 PK0319
 PK0319
 PK0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0319
 PK0319.The geoid height was determined by GEOID03.
 PK0319
 PK0319;                    North         East     Units Scale Factor Converg.
 PK0319;SPC MI C     -    81,686.208 6,054,425.302   MT  1.00003330   +0 28 47.0
 PK0319;SPC MI C     -   267,999.37 19,863,600.07   iFT  1.00003330   +0 28 47.0
 PK0319;UTM  17      - 4,880,905.968   284,705.574   MT  1.00017011   -1 52 09.5
 PK0319
 PK0319                          SUPERSEDED SURVEY CONTROL
 PK0319
 PK0319  NAD 83(1986)-  44 02 58.94040(N)    083 41 15.18374(W) AD(       ) 4
 PK0319  NAD 27      -  44 02 58.87014(N)    083 41 15.23810(W) AD(       ) 3
 PK0319
 PK0319.Superseded values are not recommended for survey control.
 PK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0319.See file dsdata.txt to determine how the superseded data were derived.
 PK0319
 PK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8470680906(NAD 83)
 PK0319_MARKER: 53 = ELEVATED TANK
 PK0319
 PK0319  HISTORY     - Date     Condition        Report By
 PK0319  HISTORY     - 1981     FIRST OBSERVED   NGS
 PK0319  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 PK0319
 PK0319                          STATION DESCRIPTION
 PK0319
 PK0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0319'THE STATION, AU GRES MUNICIPAL TANK, IS THE APEX OF VENT OF A
 PK0319'130-FEET 4-LEGGED ELEVATED WATER TANK WITH A DOME SHAPED TOP,
 PK0319'HEMISPHERICAL BOTTOM AND SILVER IN COLOR.
 PK0319'
 PK0319'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF AU GRES.
 PK0319'OWNERSHIP--CITY IF AU GRES.
 PK0319'
 PK0319'DESCRIBED BY G.E. NELSON.
 PK0319
 PK0319                          STATION RECOVERY (2001)
 PK0319
 PK0319'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0319'WATER TANK WAS TORN DOWN IN 1997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0663 ***********************************************************************
 RK0663  DESIGNATION -  AU TRAIN
 RK0663  PID         -  RK0663
 RK0663  STATE/COUNTY-  MI/ALGER
 RK0663  USGS QUAD   -  AU TRAIN (1985)
 RK0663
 RK0663                         *CURRENT SURVEY CONTROL
 RK0663  ___________________________________________________________________
 RK0663* NAD 83(1994)-  46 26 18.89774(N)    086 46 30.74955(W)     ADJUSTED  
 RK0663* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 RK0663  ___________________________________________________________________
 RK0663  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 RK0663  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RK0663
 RK0663  HORZ ORDER  -  SECOND
 RK0663
 RK0663.The horizontal coordinates were established by classical geodetic methods
 RK0663.and adjusted by the National Geodetic Survey in February 1997..
 RK0663
 RK0663.The orthometric height was scaled from a topographic map.
 RK0663
 RK0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0663
 RK0663.The geoid height was determined by GEOID03.
 RK0663
 RK0663;                    North         East     Units Scale Factor Converg.
 RK0663;SPC MI N     -   183,996.130 8,017,273.380   MT  0.99990640   +0 09 44.9
 RK0663;SPC MI N     -   603,661.84 26,303,390.35   iFT  0.99990640   +0 09 44.9
 RK0663;UTM  16      - 5,142,803.463   517,268.108   MT  0.99960367   +0 09 46.4
 RK0663
 RK0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0663!SPC MI N     -   0.99996461  x   0.99990640  =   0.99987101
 RK0663!UTM  16      -   0.99996461  x   0.99960367  =   0.99956829
 RK0663
 RK0663|---------------------------------------------------------------------|
 RK0663| PID    Reference Object                     Distance      Geod. Az  |
 RK0663|                                                           dddmmss.s |
 RK0663| RK0664 AU TRAIN 2                            8.084 METERS 00455     |
 RK0663| CH1675 AU TRAIN RM 1                        24.951 METERS 06221     |
 RK0663| RK0671 SHELTER                             APPROX.16.6 KM 2823217.8 |
 RK0663| CH1676 AU TRAIN RM 2                        27.161 METERS 30102     |
 RK0663| RK0662 TT 1 T USGS 1955                     54.572 METERS 30504     |
 RK0663|---------------------------------------------------------------------|
 RK0663
 RK0663                          SUPERSEDED SURVEY CONTROL
 RK0663
 RK0663  NAD 83(1986)-  46 26 18.89229(N)    086 46 30.74692(W) AD(       ) 2
 RK0663  NAD 27      -  46 26 19.10700(N)    086 46 30.18100(W) AD(       ) 2
 RK0663
 RK0663.Superseded values are not recommended for survey control.
 RK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0663.See file dsdata.txt to determine how the superseded data were derived.
 RK0663
 RK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1726842803(NAD 83)
 RK0663_MARKER: DS = TRIANGULATION STATION DISK
 RK0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0663
 RK0663  HISTORY     - Date     Condition        Report By
 RK0663  HISTORY     - 1955     MONUMENTED       CGS
 RK0663  HISTORY     - 1971     SEE DESCRIPTION  NGS
 RK0663
 RK0663                          STATION DESCRIPTION
 RK0663
 RK0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0663'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MUNISING, ABOUT 3 MILES
 RK0663'EAST OF AU TRAIN, ON THE ROAD RIGHT-OF-WAY OF STATE HIGHWAY 28 AND
 RK0663'IN SECTION 26, T. 47 N., R. 20 W.
 RK0663'
 RK0663'TO REACH THE STATION FROM THE POST OFFICE IN AU TRAIN, GO NORTH ON
 RK0663'BLACKTOP ROAD FOR 0.15 MILE TO THE JUNCTION OF STATE HIGHWAY 28,
 RK0663'TURN RIGHT AND GO EAST ON STATE HIGHWAY 28, BLACKTOP ROAD, FOR 2.95
 RK0663'MILES TO A CONCRETE BRIDGE ON THE LEFT AND THE STATION ON LEFT
 RK0663'APPROXIMATELY 150 FEET EAST-NORTHEAST OF THE CONCRETE BRIDGE.
 RK0663'
 RK0663'STATION MARK, A STANDARD DISK, STAMPED AU TRAIN 1955, IS SET IN THE
 RK0663'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 71 FEET
 RK0663'NORTH OF THE CENTER OF STATE HIGHWAY 28, 20 FEET SOUTHWEST OF A OAK
 RK0663'TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE OF THE TREE AND 4
 RK0663'FEET NORTH OF A WHITE WITNESS POST.
 RK0663'
 RK0663'REFERENCE MARK NO 1, A STANDARD DISK, STAMPED AU TRAIN NO 1 1955, IS
 RK0663'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 RK0663'IS 105 FEET NORTH OF THE CENTER OF STATE HIGHWAY 28, 1 FOOT NORTH OF
 RK0663'AN EAST-WEST FENCE LINE AND APPROXIMATELY 3 FEET LOWER THAN THE
 RK0663'STATION.
 RK0663'
 RK0663'REFERENCE MARK NO. 2, A STANDARD DISK , STAMPED AU TRAIN NO 2 1955,
 RK0663'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT
 RK0663'IS 12 FEET NORTH OF A DIM TRACK ROAD AND 1 FOOT EAST OF A POWER LINE
 RK0663'POLE.
 RK0663'
 RK0663'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 RK0663'
 RK0663'U.S. GEOLOGICAL SURVEY BENCH MARK IS A STANDARD BENCH MARK DISK SET
 RK0663'IN A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 54 FEET
 RK0663'SOUTHEAST OF THE SOUTHEAST CORNER OF A CHICKEN HOUSE AND 4 FEET
 RK0663'NORTH OF THE NORTHEAST CORNER OF A LARGE CONCRETE SLAB AT THE
 RK0663'EAST EDGE OF AN ORCHARD.  THE MARK IS STAMPED 856 TT1T 1954.
 RK0663'
 RK0663'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RK0663
 RK0663                          STATION RECOVERY (1971)
 RK0663
 RK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RK0663'THE STATION MARK, REFERENCE MARKS AND TT 1 T (USGS) WERE FOUND IN
 RK0663'GOOD CONDITION.  THE STATION MARK WAS IN THE WAY OF ROAD
 RK0663'CONSTRUCTION AND WAS DESTROYED AT THE REQUEST OF THE HIGHWAY
 RK0663'DEPARTMENT AFTER A NEW STATION AU TRAIN 2 1971 WAS ESTABLISHED.
 RK0663'THE LINE OF SIGHT TO TT 1 T (USGS) WAS OBSTRUCTED BY A BUILDING
 RK0663'AND NO MEASUREMENT OR DIRECTION COULD BE TAKEN.  THE DIRECTION
 RK0663'BETWEEN THE MARKS CHECKED AS DID THE DISTANCE TO THEM.  THE
 RK0663'UNDERGROUND STATION MARK WAS LEFT INTACT.  THE REFERENCE MARKS AND
 RK0663'THE USGS MARK WERE OUT OF CONSTRUCTION LIMITS AND WERE
 RK0663'LEFT INTACT.
 RK0663'
 RK0663'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RK0663'
 RK0663'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 RK0663'OF AU TRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0664 ***********************************************************************
 RK0664  DESIGNATION -  AU TRAIN 2
 RK0664  PID         -  RK0664
 RK0664  STATE/COUNTY-  MI/ALGER
 RK0664  USGS QUAD   -  AU TRAIN (1985)
 RK0664
 RK0664                         *CURRENT SURVEY CONTROL
 RK0664  ___________________________________________________________________
 RK0664* NAD 83(1994)-  46 26 19.15858(N)    086 46 30.71706(W)     ADJUSTED  
 RK0664* NAVD 88     -       261.     (meters)     856.     (feet)  SCALED    
 RK0664  ___________________________________________________________________
 RK0664  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 RK0664  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RK0664
 RK0664  HORZ ORDER  -  THIRD
 RK0664
 RK0664.The horizontal coordinates were established by classical geodetic methods
 RK0664.and adjusted by the National Geodetic Survey in February 1997..
 RK0664.No horizontal observational check was made to the station.
 RK0664
 RK0664.The orthometric height was scaled from a topographic map.
 RK0664
 RK0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0664
 RK0664.The geoid height was determined by GEOID03.
 RK0664
 RK0664;                    North         East     Units Scale Factor Converg.
 RK0664;SPC MI N     -   184,004.186 8,017,274.051   MT  0.99990641   +0 09 44.9
 RK0664;SPC MI N     -   603,688.27 26,303,392.56   iFT  0.99990641   +0 09 44.9
 RK0664;UTM  16      - 5,142,811.516   517,268.779   MT  0.99960367   +0 09 46.4
 RK0664
 RK0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0664!SPC MI N     -   0.99996461  x   0.99990641  =   0.99987102
 RK0664!UTM  16      -   0.99996461  x   0.99960367  =   0.99956829
 RK0664
 RK0664|---------------------------------------------------------------------|
 RK0664| PID    Reference Object                     Distance      Geod. Az  |
 RK0664|                                                           dddmmss.s |
 RK0664| CH1675 AU TRAIN RM 1                        21.697 METERS 08039     |
 RK0664| RK0663 AU TRAIN                              8.084 METERS 18455     |
 RK0664| CH1676 AU TRAIN RM 2                        24.682 METERS 28357     |
 RK0664| RK0662 TT 1 T USGS 1955                     50.994 METERS 29711     |
 RK0664|---------------------------------------------------------------------|
 RK0664
 RK0664                          SUPERSEDED SURVEY CONTROL
 RK0664
 RK0664  NAD 83(1986)-  46 26 19.15312(N)    086 46 30.71443(W) AD(       ) 3
 RK0664  NAD 27      -  46 26 19.36784(N)    086 46 30.14852(W) AD(       ) 3
 RK0664
 RK0664.Superseded values are not recommended for survey control.
 RK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0664.See file dsdata.txt to determine how the superseded data were derived.
 RK0664
 RK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1726942812(NAD 83)
 RK0664_MARKER: DS = TRIANGULATION STATION DISK
 RK0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0664_STAMPING: AU TRAIN 2 1971
 RK0664_MARK LOGO: NGS   
 RK0664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0664+STABILITY: SURFACE MOTION
 RK0664
 RK0664  HISTORY     - Date     Condition        Report By
 RK0664  HISTORY     - 1971     MONUMENTED       NGS
 RK0664  HISTORY     - 19960724 GOOD             MI-003
 RK0664
 RK0664                          STATION DESCRIPTION
 RK0664
 RK0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 RK0664'THE STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF MUNISING, ON ROAD
 RK0664'RIGHT-OF-WAY, IN SEC. 26, T-47-N, R-20-W, 123 FEET EAST OF THE
 RK0664'CENTERLINE OF A DRIVEWAY, 21 FEET SOUTHEAST OF AN 18 INCH MAPLE
 RK0664'TREE, 98 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 28 AND 1 FOOT
 RK0664'EAST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6 INCHES AND THE
 RK0664'DISK IS STAMPED AU TRAIN 2 1971.
 RK0664'
 RK0664'TO REACH THE STATION FROM THE BRIDGE OVER THE AU TRAIN RIVER AT THE
 RK0664'NORTH EDGE OF AU TRAIN, GO EAST ON STATE HIGHWAY 28 FOR 2.95 MILES
 RK0664'TO THE STATION ON THE LEFT.
 RK0664'
 RK0664'REFERENCE MARK 1 IS 12 FEET NORTH OF A TWIN TRUNK 12 INCH MAPLE TREE,
 RK0664'1 FOOT NORTH OF OLD FENCE LINE AND 108 FEET NORTH OF THE CENTERLINE
 RK0664'OF THE HIGHWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 RK0664'STAMPED AU TRAIN NO 1 1955.
 RK0664'
 RK0664'REFERENCE MARK 2 IS 121 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RK0664'1 FOOT EAST OF A POWER POLE AND 12 FEET NORTH OF THE CENTERLINE OF A
 RK0664'DRIVEWAY.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RK0664'AU TRAIN NO 2 1955.
 RK0664'
 RK0664'TT 1 T (USGS) IS A STANDARD USGS DISK SET IN THE TOP OF A 6 X 6 INCH
 RK0664'CONCRETE POST PROJECTING ABOUT 4 INCHES AND STAMPED 856 FT STA TT 1
 RK0664'T 1954, 4 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL WOODEN
 RK0664'BUILDING AND 10 FEET WEST OF THE CENTERLINE OF DRIVE BETWEEN 2
 RK0664'BUILDINGS.
 RK0664'
 RK0664'NO AVAILABLE PLACE FOR AN AZIMUTH MARK OR ANYTHING FROM WHICH TO SET
 RK0664'ONE FROM.
 RK0664'
 RK0664'HEIGHT OF LIGHT ABOVE STATION MARK 2 METER.
 RK0664'
 RK0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 RK0664'OF AU TRAIN.
 RK0664
 RK0664                          STATION RECOVERY (1996)
 RK0664
 RK0664'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0664'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5557 ***********************************************************************
 AJ5557  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5557  DESIGNATION -  AUBURN HILLS CORS ARP
 AJ5557  CORS_ID     -  METR
 AJ5557  PID         -  AJ5557
 AJ5557  STATE/COUNTY-  MI/OAKLAND
 AJ5557  USGS QUAD   -  ROCHESTER (1981)
 AJ5557
 AJ5557                         *CURRENT SURVEY CONTROL
 AJ5557  ___________________________________________________________________
 AJ5557* NAD 83(CORS)-  42 41 05.08005(N)    083 14 33.95255(W)     ADJUSTED  
 AJ5557* NAVD 88     -                                                        
 AJ5557  ___________________________________________________________________
 AJ5557  EPOCH DATE  -        2002.00
 AJ5557  X           -     552,539.784 (meters)                     COMP
 AJ5557  Y           -  -4,663,339.751 (meters)                     COMP
 AJ5557  Z           -   4,302,000.347 (meters)                     COMP
 AJ5557  ELLIP HEIGHT-         261.62  (meters)          (03/??/02) GPS OBS
 AJ5557  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 AJ5557
 AJ5557  HORZ ORDER  -  SPECIAL (CORS)
 AJ5557  ELLP ORDER  -  SPECIAL (CORS)
 AJ5557
 AJ5557.ITRF positions are available for this station.
 AJ5557.The coordinates were established by GPS observations
 AJ5557.and adjusted by the National Geodetic Survey in March 2002..
 AJ5557.The coordinates are valid at the epoch date displayed above.
 AJ5557.The epoch date for horizontal control is a decimal equivalence
 AJ5557.of Year/Month/Day.
 AJ5557
 AJ5557
 AJ5557.The PID for the CORS L1 Phase Center is DG4055.
 AJ5557
 AJ5557.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5557
 AJ5557.The ellipsoidal height was determined by GPS observations
 AJ5557.and is referenced to NAD 83.
 AJ5557
 AJ5557.The geoid height was determined by GEOID03.
 AJ5557
 AJ5557;                    North         East     Units Scale Factor Converg.
 AJ5557;SPC MI S     -   132,212.872 4,092,100.442   MT  0.99991296   +0 45 53.5
 AJ5557;SPC MI S     -   433,769.27 13,425,526.38   iFT  0.99991296   +0 45 53.5
 AJ5557
 AJ5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5557!SPC MI S     -   0.99995897  x   0.99991296  =   0.99987194
 AJ5557
 AJ5557                          SUPERSEDED SURVEY CONTROL
 AJ5557
 AJ5557  NAD 83(CORS)-  42 41 05.08004(N)    083 14 33.95254(W) AD(1997.00) c
 AJ5557  ELLIP H (10/??/01)  261.62   (m)                       GP(1997.00) c c
 AJ5557
 AJ5557.Superseded values are not recommended for survey control.
 AJ5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5557.See file dsdata.txt to determine how the superseded data were derived.
 AJ5557
 AJ5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1626028246(NAD 83)
 AJ5557_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5557
 AJ5557                          STATION DESCRIPTION
 AJ5557
 AJ5557'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5557'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5557'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5557'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5557'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5557'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4055 ***********************************************************************
 DG4055  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4055  DESIGNATION -  AUBURN HILLS CORS L1 PHASE CENTER
 DG4055  CORS_ID     -  METR
 DG4055  PID         -  DG4055
 DG4055  STATE/COUNTY-  MI/OAKLAND
 DG4055  USGS QUAD   -  ROCHESTER (1981)
 DG4055
 DG4055                         *CURRENT SURVEY CONTROL
 DG4055  ___________________________________________________________________
 DG4055* NAD 83(CORS)-  42 41 05.08013(N)    083 14 33.95250(W)     ADJUSTED  
 DG4055* NAVD 88     -                                                        
 DG4055  ___________________________________________________________________
 DG4055  EPOCH DATE  -        2002.00
 DG4055  X           -     552,539.795 (meters)                     COMP
 DG4055  Y           -  -4,663,339.830 (meters)                     COMP
 DG4055  Z           -   4,302,000.424 (meters)                     COMP
 DG4055  ELLIP HEIGHT-         261.73  (meters)          (03/??/02) GPS OBS
 DG4055  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 DG4055
 DG4055  HORZ ORDER  -  SPECIAL (CORS)
 DG4055  ELLP ORDER  -  SPECIAL (CORS)
 DG4055
 DG4055.ITRF positions are available for this station.
 DG4055.The coordinates were established by GPS observations
 DG4055.and adjusted by the National Geodetic Survey in March 2002..
 DG4055.The coordinates are valid at the epoch date displayed above.
 DG4055.The epoch date for horizontal control is a decimal equivalence
 DG4055.of Year/Month/Day.
 DG4055
 DG4055
 DG4055.The PID for the CORS ARP is AJ5557.
 DG4055
 DG4055.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4055
 DG4055.The ellipsoidal height was determined by GPS observations
 DG4055.and is referenced to NAD 83.
 DG4055
 DG4055.The geoid height was determined by GEOID03.
 DG4055
 DG4055;                    North         East     Units Scale Factor Converg.
 DG4055;SPC MI S     -   132,212.875 4,092,100.443   MT  0.99991296   +0 45 53.5
 DG4055;SPC MI S     -   433,769.27 13,425,526.39   iFT  0.99991296   +0 45 53.5
 DG4055
 DG4055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4055!SPC MI S     -   0.99995895  x   0.99991296  =   0.99987192
 DG4055
 DG4055                          SUPERSEDED SURVEY CONTROL
 DG4055
 DG4055  NAD 83(CORS)-  42 41 05.08012(N)    083 14 33.95248(W) AD(1997.00) c
 DG4055  ELLIP H (10/??/01)  261.72   (m)                       GP(1997.00) c c
 DG4055
 DG4055.Superseded values are not recommended for survey control.
 DG4055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4055.See file dsdata.txt to determine how the superseded data were derived.
 DG4055
 DG4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1626028246(NAD 83)
 DG4055_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4055
 DG4055                          STATION DESCRIPTION
 DG4055
 DG4055'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4055'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4055'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4055'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4055'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4055'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0604 ***********************************************************************
 RK0604  DESIGNATION -  AUSABLE
 RK0604  PID         -  RK0604
 RK0604  STATE/COUNTY-  MI/ALGER
 RK0604  USGS QUAD   -  GRAND SABLE LAKE (1966)
 RK0604
 RK0604                         *CURRENT SURVEY CONTROL
 RK0604  ___________________________________________________________________
 RK0604* NAD 83(1994)-  46 39 04.44030(N)    086 07 11.24718(W)     ADJUSTED  
 RK0604* NAVD 88     -       272.67   (+/-2cm)     894.6    (feet)  VERTCON   
 RK0604  ___________________________________________________________________
 RK0604  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 RK0604  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 RK0604
 RK0604  HORZ ORDER  -  SECOND
 RK0604  VERT ORDER  -  THIRD ? (See Below)
 RK0604
 RK0604.The horizontal coordinates were established by classical geodetic methods
 RK0604.and adjusted by the National Geodetic Survey in February 1997..
 RK0604
 RK0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0604.The vertical order pertains to the NGVD 29 superseded value.
 RK0604
 RK0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0604
 RK0604.The geoid height was determined by GEOID03.
 RK0604
 RK0604;                    North         East     Units Scale Factor Converg.
 RK0604;SPC MI N     -   207,982.323 8,067,373.001   MT  0.99992321   +0 38 10.3
 RK0604;SPC MI N     -   682,356.70 26,467,759.19   iFT  0.99992321   +0 38 10.3
 RK0604;UTM  16      - 5,166,784.358   567,352.459   MT  0.99965576   +0 38 24.4
 RK0604
 RK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0604!SPC MI N     -   0.99996288  x   0.99992321  =   0.99988609
 RK0604!UTM  16      -   0.99996288  x   0.99965576  =   0.99961865
 RK0604
 RK0604:                Primary Azimuth Mark                     Grid Az
 RK0604:SPC MI N     -  GRAND MARAIS HBR REFUGE OUT LT           071 35 25.7
 RK0604:UTM  16      -  GRAND MARAIS HBR REFUGE OUT LT           071 35 11.6
 RK0604
 RK0604|---------------------------------------------------------------------|
 RK0604| PID    Reference Object                     Distance      Geod. Az  |
 RK0604|                                                           dddmmss.s |
 RK0604| RJ1243 GRAND MARAIS HBR REFUGE OUT LT      APPROX.11.9 KM 0721336.0 |
 RK0604| RJ1244 HARBOR                              APPROX.11.7 KM 0744213.0 |
 RK0604| CH1677 AUSABLE RM 1                         38.640 METERS 13537     |
 RK0604| CH1678 AUSABLE RM 2                         27.795 METERS 22939     |
 RK0604|---------------------------------------------------------------------|
 RK0604
 RK0604                          SUPERSEDED SURVEY CONTROL
 RK0604
 RK0604  NAD 83(1986)-  46 39 04.43479(N)    086 07 11.24401(W) AD(       ) 2
 RK0604  NAD 27      -  46 39 04.53448(N)    086 07 10.61251(W) AD(       ) 2
 RK0604  NGVD 29 (07/19/86)  272.63   (m)          894.5    (f) LEVELING    3  
 RK0604
 RK0604.Superseded values are not recommended for survey control.
 RK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0604.See file dsdata.txt to determine how the superseded data were derived.
 RK0604
 RK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6735266784(NAD 83)
 RK0604_MARKER: DS = TRIANGULATION STATION DISK
 RK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0604_STAMPING: AUSABLE 1965
 RK0604_MARK LOGO: CGS   
 RK0604_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0604+STABILITY: SURFACE MOTION
 RK0604
 RK0604  HISTORY     - Date     Condition        Report By
 RK0604  HISTORY     - 1965     MONUMENTED       CGS
 RK0604  HISTORY     - 19960605 GOOD             MI-003
 RK0604
 RK0604                          STATION DESCRIPTION
 RK0604
 RK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0604'STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF GRAND MARAIS, 1-1/2 MILES
 RK0604'SOUTH-SOUTHEAST OF THE AUSABLE POINT LIGHTHOUSE, 1/2 MILE SOUTHWEST
 RK0604'OF A TOURIST ATTRACTION, KNOWN AS THE DEVEILE OR LOG SLIDES, IN
 RK0604'SECTION 12, T. 49 N., R. 15 W. AND ON PROPERTY OWNED BY THE
 RK0604'CLEVELAND CLIFFS IRON CORP.
 RK0604'
 RK0604'TO REACH THE STATION FROM THE POST OFFICE IN GRAND MARIAS, GO WEST
 RK0604'ON RANDOLPH STREET FOR 1 BLOCK TO THE JUNCTION WITH STATE HIGHWAY
 RK0604'77.  TURN LEFT AND GO SOUTH ON HIGHWAY 77 FOR 1 MILE TO A CROSSROAD.
 RK0604'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.05 MILES TO A
 RK0604'CROSSROAD.  CONTINUE AHEAD WEST ON A PAVED ROAD FOR 1.05 MILES TO
 RK0604'GRAND SABLE LAKE ON THE LEFT.  CONTINUE AHEAD WEST-SOUTHWEST ON
 RK0604'A GRAVELED ROAD FOR 3.45 MILES TO A Y-FORK.  TAKE THE RIGHT FORK
 RK0604'AND GO WESTERLY ON A GRAVELED ROAD FOR 0.7 MILE TO A T-ROAD.  TURN
 RK0604'RIGHT AND GO NORTHERLY ON A GRAVELED ROAD FOR 0.65 MILE TO
 RK0604'A SIDE ROAD LEFT.  TURN LEFT AND GO WESTERLY ON A DIRT ROAD FOR 0.4
 RK0604'MILE TO A CLEARING ON THE LEFT AND RIGHT AND THE STATION ON THE
 RK0604'RIGHT.
 RK0604'
 RK0604'STATION MARKS ARE STANDARD DISKS STAMPED AUSABLE 1965.  THE SURFACE
 RK0604'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 RK0604'IT IS 48.5 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 70 FEET
 RK0604'NORTHEAST OF A 20 INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE
 RK0604'SOUTHEAST SIDE, 63 FEET SOUTHEAST OF A 18 INCH MAPLE TREE, AND 7
 RK0604'FEET NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 RK0604'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE
 RK0604'GROUND.
 RK0604'
 RK0604'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUSABLE NO 1 1965, IS
 RK0604'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RK0604'120 FEET SOUTHEAST OF THE METAL WITNESS POST, 34 FEET SOUTH OF THE
 RK0604'CENTER OF THE DIRT ROAD, AND 14.5 FEET NORTHEAST OF A 18 INCH
 RK0604'BEECH TREE.
 RK0604'
 RK0604'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUSABLE NO 2 1965, IS
 RK0604'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 29
 RK0604'FEET SOUTH OF THE TRIANGULAR BLAZED 20 INCH MAPLE TREE, 17 FEET
 RK0604'SOUTH OF THE CENTER OF THE DIRT ROAD, AND 15 FEET NORTHEAST OF A 18
 RK0604'INCH MAPLE TREE.
 RK0604'
 RK0604'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 RK0604'THIS TIME.
 RK0604'
 RK0604'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0604
 RK0604                          STATION RECOVERY (1996)
 RK0604
 RK0604'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0604'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0257 ***********************************************************************
 QK0257  DESIGNATION -  AUTH
 QK0257  PID         -  QK0257
 QK0257  STATE/COUNTY-  MI/MACKINAC
 QK0257  USGS QUAD   -  ST IGNACE (1976)
 QK0257
 QK0257                         *CURRENT SURVEY CONTROL
 QK0257  ___________________________________________________________________
 QK0257* NAD 83(1986)-  45 50 54.     (N)    084 43 24.     (W)     SCALED    
 QK0257* NAVD 88     -       183.079  (meters)     600.65   (feet)  ADJUSTED  
 QK0257  ___________________________________________________________________
 QK0257  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0257  DYNAMIC HT  -         183.085 (meters)     600.67  (feet)  COMP
 QK0257  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 QK0257
 QK0257  VERT ORDER  -  FIRST     CLASS 0
 QK0257
 QK0257.The horizontal coordinates were scaled from a topographic map and have
 QK0257.an estimated accuracy of +/- 6 seconds.
 QK0257
 QK0257.The orthometric height was determined by differential leveling
 QK0257.and adjusted by the National Geodetic Survey in June 1991..
 QK0257
 QK0257.The geoid height was determined by GEOID03.
 QK0257
 QK0257.The dynamic height is computed by dividing the NAVD 88
 QK0257.geopotential number by the normal gravity value computed on the
 QK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0257.degrees latitude (g = 980.6199 gals.).
 QK0257
 QK0257.The modeled gravity was interpolated from observed gravity values.
 QK0257
 QK0257;                    North         East    Units  Estimated Accuracy
 QK0257;SPC MI N     -   120,910.    8,176,800.      MT  (+/- 180 meters Scaled)
 QK0257
 QK0257                          SUPERSEDED SURVEY CONTROL
 QK0257
 QK0257.No superseded survey control is available for this station.
 QK0257
 QK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767797(NAD 83)
 QK0257_MARKER: DD = SURVEY DISK
 QK0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0257_SP_SET: CEMENT BLOCK
 QK0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0257
 QK0257  HISTORY     - Date     Condition        Report By
 QK0257  HISTORY     - 1972     MONUMENTED       NOS
 QK0257  HISTORY     - 1972     GOOD             USLS
 QK0257  HISTORY     - 1983     GOOD             NGS
 QK0257  HISTORY     - 19941207 GOOD             USPSQD
 QK0257  HISTORY     - 19950701 GOOD             USPSQD
 QK0257  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 QK0257
 QK0257                          STATION DESCRIPTION
 QK0257
 QK0257'DESCRIBED BY US LAKE SURVEY 1972
 QK0257'AT ST IGNACE.
 QK0257'AUTH IS AT ST. IGNACE, MACKINAC COUNTY, MICHIGAN, ON THE EAST SIDE
 QK0257'OF THE MACKINAC BRIDGE APPROACH, BETWEEN THE TOLL BOOTHS AND
 QK0257'THE OFFICE BUILDING OF THE MACKINAC BRIDGE AUTHORITY, 48.5 FEET
 QK0257'NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE LAMP POST BASE,
 QK0257'42.4 FEET NORTHWEST OF SOUTHWEST CORNER OF OFFICE BUILDING, 18.5
 QK0257'FEET SOUTHWEST OF NORTHWEST CORNER, 12.7 FEET NORTHWEST OF
 QK0257'SOUTHWEST CORNER AND 7.7 FEET WEST OF WEST FACE OF PLANTER
 QK0257'RETAINING WALL AT FRONT OF OFFICE BUILDING, 16.6 FEET EAST OF
 QK0257'OUTER EDGE OF CURB, 15.3 FEET SOUTHEAST OF FIRE PLUG, 2 FEET
 QK0257'BELOW THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 QK0257'CENTER OF BRONZE DISC SET INTO TOP OF CEMENT BLOCK UNDERGROUND
 QK0257'TUNNEL.  NOTE-- PREV. DESIG. AUTH 1972
 QK0257
 QK0257                          STATION RECOVERY (1983)
 QK0257
 QK0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0257'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.35 KM
 QK0257'(0.85 MI) SOUTHWEST ALONG INTERSTATE HIGHWAY 75 BUSINESS AND U.S.
 QK0257'HIGHWAY 2 WEST FROM THE POST OFFICE IN ST. IGNACE, THENCE 1.1 KM
 QK0257'(0.7 MI) SOUTH ALONG INTERSTATE HIGHWAY 75, AT THE OFFICE BUILDING
 QK0257'ACROSS FROM THE MACKINAC BRIDGE TOLL BOOTHS, IN THE FRONT LAWN OF THE
 QK0257'OFFICE BUILDING, ABOUT 0.60 METERS (2.0 FT) BELOW GROUND LEVEL,
 QK0257'ENCLOSED WITH A SQUARE RED TILE SLEEVE WITH COVER, 12.95 METERS
 QK0257'(42.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF BUILDING, 4.66 METERS
 QK0257'(15.3 FT) SOUTHEAST OF A FIRE HYDRANT, 5.05 METERS (16.6 FT) EAST OF
 QK0257'EAST CURB OF ROAD, AND 2.34 METERS (7.7 FT) WEST OF A PLANTER BOX.
 QK0257'THE MARK IS ABOVE LEVEL WITH ROAD.
 QK0257
 QK0257                          STATION RECOVERY (1994)
 QK0257
 QK0257'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0257'RECOVERED IN GOOD CONDITION.
 QK0257
 QK0257                          STATION RECOVERY (1995)
 QK0257
 QK0257'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0257'RECOVERED IN GOOD CONDITION.
 QK0257
 QK0257                          STATION RECOVERY (2002)
 QK0257
 QK0257'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLS)
 QK0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1229 ***********************************************************************
 RJ1229  DESIGNATION -  AUTUMN
 RJ1229  PID         -  RJ1229
 RJ1229  STATE/COUNTY-  MI/LUCE
 RJ1229  USGS QUAD   -  HARDWOOD ISLAND (1972)
 RJ1229
 RJ1229                         *CURRENT SURVEY CONTROL
 RJ1229  ___________________________________________________________________
 RJ1229* NAD 83(1994)-  46 20 12.57409(N)    085 48 48.90562(W)     ADJUSTED  
 RJ1229* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 RJ1229  ___________________________________________________________________
 RJ1229  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RJ1229  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RJ1229
 RJ1229  HORZ ORDER  -  THIRD
 RJ1229
 RJ1229.The horizontal coordinates were established by classical geodetic methods
 RJ1229.and adjusted by the National Geodetic Survey in February 1997..
 RJ1229
 RJ1229.The orthometric height was scaled from a topographic map.
 RJ1229
 RJ1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1229
 RJ1229.The geoid height was determined by GEOID03.
 RJ1229
 RJ1229;                    North         East     Units Scale Factor Converg.
 RJ1229;SPC MI N     -   173,345.054 8,091,332.125   MT  0.99990324   +0 51 27.1
 RJ1229;SPC MI N     -   568,717.37 26,546,365.24   iFT  0.99990324   +0 51 27.1
 RJ1229;UTM  16      - 5,132,156.215   591,307.541   MT  0.99970248   +0 51 30.0
 RJ1229
 RJ1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1229!SPC MI N     -   0.99996963  x   0.99990324  =   0.99987287
 RJ1229!UTM  16      -   0.99996963  x   0.99970248  =   0.99967212
 RJ1229
 RJ1229|---------------------------------------------------------------------|
 RJ1229| PID    Reference Object                     Distance      Geod. Az  |
 RJ1229|                                                           dddmmss.s |
 RJ1229| CH1680 AUTUMN RM 1                          10.657 METERS 18346     |
 RJ1229| CH1679 AUTUMN AZ MK                                       2034041.1 |
 RJ1229| RJ1232 SENEY LOOKOUT TOWER 1965            APPROX. 9.3 KM 2720655.9 |
 RJ1229| CH1681 AUTUMN RM 2                          11.729 METERS 28250     |
 RJ1229|---------------------------------------------------------------------|
 RJ1229
 RJ1229                          SUPERSEDED SURVEY CONTROL
 RJ1229
 RJ1229  NAD 83(1986)-  46 20 12.56812(N)    085 48 48.90273(W) AD(       ) 3
 RJ1229  NAD 27      -  46 20 12.62408(N)    085 48 48.42269(W) AD(       ) 3
 RJ1229
 RJ1229.Superseded values are not recommended for survey control.
 RJ1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1229.See file dsdata.txt to determine how the superseded data were derived.
 RJ1229
 RJ1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9130832156(NAD 83)
 RJ1229_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1229_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1229
 RJ1229  HISTORY     - Date     Condition        Report By
 RJ1229  HISTORY     - 1965     MONUMENTED       CGS
 RJ1229
 RJ1229                          STATION DESCRIPTION
 RJ1229
 RJ1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1229'STATION IS ABOUT 0.2 MILE NORTHEAST OF A CONCRETE BRIDGE OVER THE
 RJ1229'EAST BRANCH OF FOX RIVER, 6
 RJ1229'MILES WEST OF MCMILLAN, 6 MILES EAST OF SENEY AND ON THE PROPERTY OF
 RJ1229'THE CLEVELAND CLIFFS IRON CO.
 RJ1229'
 RJ1229'TO REACH THE STATION FROM THE CROSSROAD IN MCMILLAN, GO WEST ON STATE
 RJ1229'HIGHWAY 28 FOR 4.55 MILES TO
 RJ1229'A SIDE ROAD LEFT.  CONTINUE WEST ON HIGHWAY 28 FOR 1.5 MILES TO A DIM
 RJ1229'SIDE ROAD RIGHT ABOUT 0.1 MILE EAST
 RJ1229'OF A BRIDGE OVER THE EAST BRANCH OF FOX RIVER AND
 RJ1229'A LOG CABIN ON THE RIGHT*.  TURN RIGHT AND GO NORTH ON
 RJ1229'THE TRACK ROAD ON THE WEST SIDE OF
 RJ1229'THE LOG CABIN FOR 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 RJ1229'EAST-NORTH AND NORTHWEST ON THE
 RJ1229'TRACK ROAD FOR 0.15 MILE TO THE STATION ON THE LEFT.
 RJ1229'
 RJ1229'STATION MARKS ARE STANDARD DISKS STAMPED AUTUMN 1965.  THE SURFACE
 RJ1229'DISK IS SET IN A ROUND CONCRETE
 RJ1229'MONUMENT WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND.  IT IS 3
 RJ1229'FEET SOUTHWEST OF A METAL WITNESS
 RJ1229'POST, 14 FEET SOUTHEAST OF A 4 INCH TRIANGULAR BLAZED
 RJ1229'MAPLE TREE AND 39 FEET SOUTH OF THE CENTER OF A
 RJ1229'TRACK ROAD.  THE UNDERGROUND DISK IS SET
 RJ1229'IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE SURFACE OF
 RJ1229'THE GROUND.
 RJ1229'
 RJ1229'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AUTUMN NO 1 1965, IS
 RJ1229'SET IN A ROUND CONCRETE
 RJ1229'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2 FEET NORTH OF A METAL
 RJ1229'WITNESS POST, 48 FEET
 RJ1229'SOUTH-SOUTHEAST OF THE 4 INCH TRIANGULAR BLAZED MAPLE TREE AND 75
 RJ1229'FEET SOUTH OF THE CENTER OF THE
 RJ1229'TRACK ROAD.
 RJ1229'
 RJ1229'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AUTUMN NO 2 1965, IS
 RJ1229'SET IN A ROUND CONCRETE
 RJ1229'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 1.4 FEET SOUTHEAST OF A
 RJ1229'METAL WITNESS POST, 16 FEET
 RJ1229'SOUTHEAST OF THE CENTER OF THE TRACK ROAD AND 34 FEET WEST OF THE 4
 RJ1229'INCH TRIANGULAR BLAZED MAPLE TREE.
 RJ1229'
 RJ1229'AZIMUTH MARK, A STANDARD DISK STAMPED AUTUMN 1965, IS SET IN A ROUND
 RJ1229'CONCRETE MONUMENT WHICH IS
 RJ1229'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 20 FEET SOUTH OF THE
 RJ1229'CENTERLINE OF STATE HIGHWAY 28 AND
 RJ1229'327 FEET EAST OF THE SOUTHEAST END OF A CONCRETE
 RJ1229'BRIDGE OVER THE EAST BRANCH OF FOX RIVER.
 RJ1229'
 RJ1229'* TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE WEST ON HIGHWAY
 RJ1229'28 FOR ABOUT 200 FEET TO THE
 RJ1229'MARK ON THE SHOULDER OF THE ROAD ON THE LEFT.
 RJ1229'
 RJ1229'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0338 ***********************************************************************
 PK0338  DESIGNATION -  AVERY RESET
 PK0338  PID         -  PK0338
 PK0338  STATE/COUNTY-  MI/MONTMORENCY
 PK0338  USGS QUAD   -  RUST (1972)
 PK0338
 PK0338                         *CURRENT SURVEY CONTROL
 PK0338  ___________________________________________________________________
 PK0338* NAD 83(1994)-  44 57 41.31815(N)    083 58 15.78178(W)     ADJUSTED  
 PK0338* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 PK0338  ___________________________________________________________________
 PK0338  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 PK0338  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 PK0338
 PK0338  HORZ ORDER  -  THIRD
 PK0338
 PK0338.The horizontal coordinates were established by classical geodetic methods
 PK0338.and adjusted by the National Geodetic Survey in February 1997..
 PK0338
 PK0338.The orthometric height was scaled from a topographic map.
 PK0338
 PK0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0338
 PK0338.The geoid height was determined by GEOID03.
 PK0338
 PK0338;                    North         East     Units Scale Factor Converg.
 PK0338;SPC MI C     -   182,847.259 6,031,211.131   MT  0.99991276   +0 16 46.1
 PK0338;SPC MI C     -   599,892.58 19,787,438.09   iFT  0.99991276   +0 16 46.1
 PK0338;UTM  17      - 4,982,965.976   265,678.641   MT  1.00027520   -2 06 01.4
 PK0338;UTM  16      - 4,983,135.084   738,887.758   MT  1.00030178   +2 08 28.9
 PK0338
 PK0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0338!SPC MI C     -   0.99995971  x   0.99991276  =   0.99987247
 PK0338!UTM  17      -   0.99995971  x   1.00027520  =   1.00023490
 PK0338!UTM  16      -   0.99995971  x   1.00030178  =   1.00026147
 PK0338
 PK0338|---------------------------------------------------------------------|
 PK0338| PID    Reference Object                     Distance      Geod. Az  |
 PK0338|                                                           dddmmss.s |
 PK0338| CH1686 AVERY RM 3                            6.705 METERS 16516     |
 PK0338| CH1684 AVERY RM 1                            9.145 METERS 17713     |
 PK0338| CH1683 AVERY AZ MK 2                                      18127     |
 PK0338| CH1682 AVERY AZ MK                                        2265408.3 |
 PK0338| CH1685 AVERY RM 2                           21.496 METERS 27120     |
 PK0338|---------------------------------------------------------------------|
 PK0338
 PK0338                          SUPERSEDED SURVEY CONTROL
 PK0338
 PK0338  NAD 83(1986)-  44 57 41.30813(N)    083 58 15.78306(W) AD(       ) 3
 PK0338  NAD 27      -  44 57 41.27800(N)    083 58 15.79500(W) AD(       ) 3
 PK0338
 PK0338.Superseded values are not recommended for survey control.
 PK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0338.See file dsdata.txt to determine how the superseded data were derived.
 PK0338
 PK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK6567982966(NAD 83)
 PK0338_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0338
 PK0338  HISTORY     - Date     Condition        Report By
 PK0338  HISTORY     - 1956     MONUMENTED       CGS
 PK0338  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PK0338  HISTORY     - 20011205 GOOD             NGS
 PK0338
 PK0338                          STATION DESCRIPTION
 PK0338
 PK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PK0338'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ATLANTA, 8 MILES
 PK0338'SOUTHWEST OF HILLMAN AND 4
 PK0338'MILES NORTHEAST OF THE SMALL COMMUNITY OF AVERY, ON THE EAST SIDE OF
 PK0338'A NORTH-SOUTH GRADED GRAVELED
 PK0338'ROAD AND ON ROAD RIGHT-OF-WAY.  IT IS 35 FEET EAST OF THE
 PK0338'CENTER OF THE GRAVELED ROAD, 4 FEET SOUTH OF A
 PK0338'WHITE WITNESS POST AND 3 FEET WEST OF
 PK0338'A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED AVERY
 PK0338'1956.
 PK0338'
 PK0338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33
 PK0338'WHICH IS ABOUT 8 MILES
 PK0338'SOUTHWEST OF HILLMAN AND 4-1/2 MILES EAST OF ATLANTA, GO SOUTH ON
 PK0338'STATE HIGHWAY 33 FOR 2.65 MILES TO
 PK0338'THE SMALL COMMUNITY OF AVERY AND A SIDE ROAD LEFT AT A SHELL
 PK0338'SERVICE STATION IN THE NORTHEAST ANGLE.
 PK0338'TURN LEFT AND FOLLOW GRADED GRAVELED ROAD
 PK0338'EAST AND NORTHEAST FOR 2.7 MILES TO THE AZIMUTH MARK ON
 PK0338'THE NORTH SIDE.  CONTINUE EAST ON
 PK0338'GRADED GRAVELED ROAD FOR 0.2 MILE TO A FORK IN THE ROAD.  TAKE LEFT
 PK0338'FORK AND GO NORTH ON GRADED
 PK0338'ROAD FOR 0.25 MILE TO THE STATION ON THE EAST SIDE AS DESCRIBED.
 PK0338'
 PK0338'REFERENCE MARK 1 IS 35 FEET EAST OF THE CENTER OF THE GRAVELED ROAD
 PK0338'AND 2 FEET WEST OF A FENCE
 PK0338'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED AVERY NO 1 1956.
 PK0338'
 PK0338'REFERENCE MARK 2 IS 33 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 PK0338'AND 1 FOOT EAST OF A FENCE
 PK0338'LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED AVERY NO 2 1956.
 PK0338'
 PK0338'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTER OF EAST-WEST GRAVELED
 PK0338'ROAD, 2 FEET EAST OF A
 PK0338'WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENC LINE.  THE MARK
 PK0338'PROJECTS ABOUT 4 INCHES AND THE
 PK0338'DISK IS STAMPED AVERY 1956.
 PK0338'
 PK0338'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER
 PK0338
 PK0338                          STATION RECOVERY (1972)
 PK0338
 PK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PK0338'ALL MARKS WERE FOUND DESTROYED BY GRADING EXCEPT REFERENCE MARK
 PK0338'2.  PRIOR TO THE
 PK0338'TOTAL DESTRUCTION MR. NORMAN CALDWELL (COUNTY SURVEYOR)
 PK0338'LOWERED THE UNDERGROUND STATION
 PK0338'MARK AND SET A POINT SO THAT GRADING
 PK0338'WOULD MISS THE POINT.  HE ALSO MOVED REFERENCE
 PK0338'MARK 2 5.00 FEET WEST
 PK0338'AND ON LINE FROM THE STATION MARK.  THIS POINT SET BY MR.
 PK0338'CALDWELL WAS HELD
 PK0338'AND A NEW STATION MARK (SURFACE AND UNDERGROUND) WERE SET.  REFERENCE
 PK0338'MARK 3 AND A NEW
 PK0338'AZIMUTH MARK WERE SET.  THERE WERE NO OBJECTS
 PK0338'VISIBLE FROM WHICH TO SET THE
 PK0338'AZIMUTH MARK FROM AND A POLARIS OBSERVATION
 PK0338'WAS MADE.  A NEW DESCRIPTION FOLLOWS-
 PK0338'
 PK0338'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ATLANTA, ABOUT
 PK0338'4 MILES EAST OF
 PK0338'THE SMALL SETTLEMENT OF AVERY, ON ROAD RIGHT-OF-WAY,
 PK0338'284 FEET NORTH OF THE CENTERLINE
 PK0338'OF A DRIVEWAY EAST, 30 FEET EAST OF
 PK0338'THE CENTERLINE OF GRAVELED ROAD, 82 FEET SOUTHEAST
 PK0338'AND ACROSS THE ROAD
 PK0338'FROM A POWER POLE, 1 FOOT EAST OF A METAL WITNESS POST AND IN THE
 PK0338'BACK SLOPE OF THE
 PK0338'ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 PK0338'STAMPED AVERY 1956 1972.  (NOTE 1C
 PK0338'7A)
 PK0338'
 PK0338'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33
 PK0338'(ABOUT 7 MILES
 PK0338'EAST OF ATLANTA), GO SOUTH ON HIGHWAY 33 FOR 2.65 MILE
 PK0338'TO A SIDE ROAD LEFT.  TURN LEFT
 PK0338'ON THE GRADED ROAD AND GO EAST FOR 3.0
 PK0338'MILES TO A T-ROAD AND THE AZIMUTH MARK ON THE
 PK0338'RIGHT.  TURN LEFT ON THE
 PK0338'GRADED ROAD AND GO NORTH FOR 0.25 MILE TO THE STATION ON THE
 PK0338'RIGHT.
 PK0338'
 PK0338'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE POWER POLE AND 40 FEET
 PK0338'WEST OF THE
 PK0338'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND
 PK0338'THE DISK IS STAMPED AVERY NO 2
 PK0338'1956.
 PK0338'
 PK0338'REFERENCE MARK 3 IS 35 FEET EAST OF THE CENTERLINE OF THE ROAD
 PK0338'AND 262 FEET NORTH
 PK0338'OF THE CENTERLINE OF THE DRIVEWAY.  THE MONUMENT PROJECTS
 PK0338'2 INCHES AND THE DISK IS STAMPED
 PK0338'AVERY 1956 NO 3 1972.
 PK0338'
 PK0338'THE AZIMUTH MARK IS 60 FEET SOUTH OF A POWER POLE, 86 FEET SOUTH
 PK0338'OF THE CENTERLINE
 PK0338'OF THE ROAD, 28 FEET WEST OF THE CENTERLINE OF ROAD
 PK0338'AND 1 FOOT NORTH OF A METAL WITNESS
 PK0338'POST.  THE MONUMENT PROJECTS 6
 PK0338'INCHES AND THE DISK IS STAMPED AVERY 1956 1972.
 PK0338'
 PK0338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 8 MILES
 PK0338'SOUTHWEST OF HILLMAN.
 PK0338'
 PK0338'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PK0338
 PK0338                          STATION RECOVERY (2001)
 PK0338
 PK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PK0338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0815 ***********************************************************************
 OJ0815  DESIGNATION -  AVOCA AZ MK
 OJ0815  PID         -  OJ0815
 OJ0815  STATE/COUNTY-  MI/ST CLAIR
 OJ0815  USGS QUAD   -  AVOCA (1976)
 OJ0815
 OJ0815                         *CURRENT SURVEY CONTROL
 OJ0815  ___________________________________________________________________
 OJ0815* NAD 83(1994)-  43 01 52.33046(N)    082 43 59.23686(W)     ADJUSTED  
 OJ0815* NAVD 88     -       230.0    (meters)     755.     (feet)  VERTCON   
 OJ0815  ___________________________________________________________________
 OJ0815  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 OJ0815  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0815
 OJ0815  HORZ ORDER  -  SECOND
 OJ0815
 OJ0815.The horizontal coordinates were established by classical geodetic methods
 OJ0815.and adjusted by the National Geodetic Survey in February 1997..
 OJ0815
 OJ0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0815
 OJ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0815
 OJ0815.The geoid height was determined by GEOID03.
 OJ0815
 OJ0815;                    North         East     Units Scale Factor Converg.
 OJ0815;SPC MI S     -   171,374.067 4,133,113.126   MT  0.99991012   +1 06 42.0
 OJ0815;SPC MI S     -   562,250.88 13,560,082.43   iFT  0.99991012   +1 06 42.0
 OJ0815;UTM  17      - 4,765,737.300   358,806.122   MT  0.99984525   -1 10 58.3
 OJ0815
 OJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0815!SPC MI S     -   0.99996937  x   0.99991012  =   0.99987949
 OJ0815!UTM  17      -   0.99996937  x   0.99984525  =   0.99981462
 OJ0815
 OJ0815|---------------------------------------------------------------------|
 OJ0815| PID    Reference Object                     Distance      Geod. Az  |
 OJ0815|                                                           dddmmss.s |
 OJ0815| OJ0813 AVOCA AZ MK 2                        47.582 METERS 17105     |
 OJ0815| OJ0814 AVOCA AZ MK 3                        56.926 METERS 17524     |
 OJ0815| OJ0828 EMMETT MUSIC CO MAST                APPROX. 6.1 KM 2655545.7 |
 OJ0815| OJ0805 AVOCA RESET                         APPROX. 0.8 KM 3253457.1 |
 OJ0815|---------------------------------------------------------------------|
 OJ0815
 OJ0815                          SUPERSEDED SURVEY CONTROL
 OJ0815
 OJ0815  NAD 83(1986)-  43 01 52.31977(N)    082 43 59.26807(W) AD(       ) 2
 OJ0815  NAD 27      -  43 01 52.22162(N)    082 43 59.53396(W) AD(       ) 2
 OJ0815  NGVD 29 (07/19/86)  230.1    (m)          755.     (f) VERT ANG       
 OJ0815
 OJ0815.Superseded values are not recommended for survey control.
 OJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0815.See file dsdata.txt to determine how the superseded data were derived.
 OJ0815
 OJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5880665737(NAD 83)
 OJ0815_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0815
 OJ0815  HISTORY     - Date     Condition        Report By
 OJ0815  HISTORY     - 1977     MONUMENTED       NGS
 OJ0815  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 OJ0815
 OJ0815                          STATION DESCRIPTION
 OJ0815
 OJ0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0815'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0815'3-1/2 MILES NORTH-NORTHEAST OF EMMETT.
 OJ0815'
 OJ0815'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0815'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0815'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0815'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE MARK
 OJ0815'ON THE RIGHT.
 OJ0815'
 OJ0815'AZIMUTH MARK, STAMPED---AVOCA USLS 1943---, A STANDARD DISK SET
 OJ0815'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OJ0815'FLUSH WITH THE GROUND SURFACE.  IT IS 135 FEET NORTH OF THE
 OJ0815'APPROXIMATE CENTER OF IMLAY CITY ROAD, 30 FEET SOUTHWEST OF THE
 OJ0815'APPROXIMATE CENTER OF ACCESS ROAD, 24.5 FEET EAST OF THE
 OJ0815'APPROXIMATE CENTER OF BRICKER ROAD, 11 FEET NORTH-NORTHEAST OF
 OJ0815'L-SHAPED CULVERT, 1 FOOT NORTH OF METAL WITNESS POST AND IN
 OJ0815'THE NORTH END OF GRASSY TRAFFIC TRIANGLE.
 OJ0815'
 OJ0815'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION
 OJ0815'AVOCA USLS.
 OJ0815'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0815'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.0 METER.
 OJ0815'DESCRIBED BY D.A. BOWLING.
 OJ0815
 OJ0815                          STATION RECOVERY (2006)
 OJ0815
 OJ0815'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0815'SUSPECT RECENT CULVERT AND DITCH WORK HAVE DISPLACED OR DESTROYED
 OJ0815'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0813 ***********************************************************************
 OJ0813  DESIGNATION -  AVOCA AZ MK 2
 OJ0813  PID         -  OJ0813
 OJ0813  STATE/COUNTY-  MI/ST CLAIR
 OJ0813  USGS QUAD   -  AVOCA (1976)
 OJ0813
 OJ0813                         *CURRENT SURVEY CONTROL
 OJ0813  ___________________________________________________________________
 OJ0813* NAD 83(1994)-  43 01 50.80722(N)    082 43 58.91093(W)     ADJUSTED  
 OJ0813* NAVD 88     -       230.48   (+/-2cm)     756.2    (feet)  VERTCON   
 OJ0813  ___________________________________________________________________
 OJ0813  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 OJ0813  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0813
 OJ0813  HORZ ORDER  -  SECOND
 OJ0813  VERT ORDER  -  THIRD ? (See Below)
 OJ0813
 OJ0813.The horizontal coordinates were established by classical geodetic methods
 OJ0813.and adjusted by the National Geodetic Survey in February 1997..
 OJ0813
 OJ0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0813.The vertical order pertains to the NGVD 29 superseded value.
 OJ0813
 OJ0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0813
 OJ0813.The geoid height was determined by GEOID03.
 OJ0813
 OJ0813;                    North         East     Units Scale Factor Converg.
 OJ0813;SPC MI S     -   171,327.218 4,133,121.415   MT  0.99991011   +1 06 42.3
 OJ0813;SPC MI S     -   562,097.17 13,560,109.63   iFT  0.99991011   +1 06 42.3
 OJ0813;UTM  17      - 4,765,690.158   358,812.528   MT  0.99984523   -1 10 58.1
 OJ0813
 OJ0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0813!SPC MI S     -   0.99996929  x   0.99991011  =   0.99987941
 OJ0813!UTM  17      -   0.99996929  x   0.99984523  =   0.99981453
 OJ0813
 OJ0813|---------------------------------------------------------------------|
 OJ0813| PID    Reference Object                     Distance      Geod. Az  |
 OJ0813|                                                           dddmmss.s |
 OJ0813| OJ0121 9 R                                  25.456 METERS 17740     |
 OJ0813| OJ0814 AVOCA AZ MK 3                        10.132 METERS 19605     |
 OJ0813| OJ0805 AVOCA RESET                         APPROX. 0.8 KM 3270328.5 |
 OJ0813| OJ0815 AVOCA AZ MK                          47.582 METERS 35105     |
 OJ0813|---------------------------------------------------------------------|
 OJ0813
 OJ0813                          SUPERSEDED SURVEY CONTROL
 OJ0813
 OJ0813  NAD 83(1986)-  43 01 50.79681(N)    082 43 58.94220(W) AD(       ) 2
 OJ0813  NAD 27      -  43 01 50.69837(N)    082 43 59.20806(W) AD(       ) 2
 OJ0813  NGVD 29 (07/19/86)  230.59   (m)          756.5    (f) LEVELING    3  
 OJ0813
 OJ0813.Superseded values are not recommended for survey control.
 OJ0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0813.See file dsdata.txt to determine how the superseded data were derived.
 OJ0813
 OJ0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5881365690(NAD 83)
 OJ0813_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0813_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0813
 OJ0813  HISTORY     - Date     Condition        Report By
 OJ0813  HISTORY     - 1977     MONUMENTED       NGS
 OJ0813  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 OJ0813
 OJ0813                          STATION DESCRIPTION
 OJ0813
 OJ0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0813'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0813'3-1/2 MILES NORTH-NORTHEAST OF EMMETT.
 OJ0813'
 OJ0813'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0813'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0813'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0813'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE MARK
 OJ0813'ON THE RIGHT.
 OJ0813'
 OJ0813'AZIMUTH MARK 2, STAMPED---AVOCA USLS NO 2 1976---, A STANDARD
 OJ0813'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0813'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF
 OJ0813'THE APPROXIMATE CENTER OF BRICKER ROAD, 27 FEET SOUTH OF THE
 OJ0813'APPROXIMATE CENTER OF IMLAY CITY ROAD, 8 FEET EAST OF AN
 OJ0813'INTERSECTION SIGN AND 2.5 FEET WEST OF A METAL WITNESS POST.
 OJ0813'
 OJ0813'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION
 OJ0813'AVOCA USLS.
 OJ0813'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0813'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.0 METER.
 OJ0813'DESCRIBED BY D.A. BOWLING.
 OJ0813
 OJ0813                          STATION RECOVERY (2006)
 OJ0813
 OJ0813'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0813'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0814 ***********************************************************************
 OJ0814  DESIGNATION -  AVOCA AZ MK 3
 OJ0814  PID         -  OJ0814
 OJ0814  STATE/COUNTY-  MI/ST CLAIR
 OJ0814  USGS QUAD   -  AVOCA (1976)
 OJ0814
 OJ0814                         *CURRENT SURVEY CONTROL
 OJ0814  ___________________________________________________________________
 OJ0814* NAD 83(1994)-  43 01 50.49172(N)    082 43 59.03486(W)     ADJUSTED  
 OJ0814* NAVD 88     -       230.6    (meters)     757.     (feet)  VERTCON   
 OJ0814  ___________________________________________________________________
 OJ0814  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 OJ0814  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0814
 OJ0814  HORZ ORDER  -  SECOND
 OJ0814
 OJ0814.The horizontal coordinates were established by classical geodetic methods
 OJ0814.and adjusted by the National Geodetic Survey in February 1997..
 OJ0814
 OJ0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0814
 OJ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0814
 OJ0814.The geoid height was determined by GEOID03.
 OJ0814
 OJ0814;                    North         East     Units Scale Factor Converg.
 OJ0814;SPC MI S     -   171,317.430 4,133,118.799   MT  0.99991010   +1 06 42.2
 OJ0814;SPC MI S     -   562,065.06 13,560,101.05   iFT  0.99991010   +1 06 42.2
 OJ0814;UTM  17      - 4,765,680.484   358,809.522   MT  0.99984524   -1 10 58.2
 OJ0814
 OJ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0814!SPC MI S     -   0.99996928  x   0.99991010  =   0.99987938
 OJ0814!UTM  17      -   0.99996928  x   0.99984524  =   0.99981452
 OJ0814
 OJ0814|---------------------------------------------------------------------|
 OJ0814| PID    Reference Object                     Distance      Geod. Az  |
 OJ0814|                                                           dddmmss.s |
 OJ0814| OJ0813 AVOCA AZ MK 2                        10.132 METERS 01605     |
 OJ0814| OJ0805 AVOCA RESET                         APPROX. 0.8 KM 3273615.2 |
 OJ0814| OJ0815 AVOCA AZ MK                          56.926 METERS 35524     |
 OJ0814|---------------------------------------------------------------------|
 OJ0814
 OJ0814                          SUPERSEDED SURVEY CONTROL
 OJ0814
 OJ0814  NAD 83(1986)-  43 01 50.48133(N)    082 43 59.06612(W) AD(       ) 2
 OJ0814  NAD 27      -  43 01 50.38286(N)    082 43 59.33200(W) AD(       ) 2
 OJ0814  NGVD 29 (07/19/86)  230.7    (m)          757.     (f) VERT ANG       
 OJ0814
 OJ0814.Superseded values are not recommended for survey control.
 OJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0814.See file dsdata.txt to determine how the superseded data were derived.
 OJ0814
 OJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5881065680(NAD 83)
 OJ0814_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0814_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0814
 OJ0814  HISTORY     - Date     Condition        Report By
 OJ0814  HISTORY     - 1977     MONUMENTED       NGS
 OJ0814  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 OJ0814
 OJ0814                          STATION DESCRIPTION
 OJ0814
 OJ0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0814'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0814'3-1/2 MILES NORTH-NORTHEAST OF EMMETT.
 OJ0814'
 OJ0814'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0814'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0814'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0814'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE MARK
 OJ0814'ON THE RIGHT.
 OJ0814'
 OJ0814'AZIMUTH MARK 3, STAMPED---AVOCA USLS NO 3 1976---, A STANDARD
 OJ0814'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0814'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF
 OJ0814'THE APPROXIMATE CENTER OF IMLAY CITY ROAD, 29 FEET EAST OF THE
 OJ0814'APPROXIMATE CENTER OF BRICKER ROAD, 15.5 FEET NORTH OF AN 18-
 OJ0814'INCH OAK TREE AND 4 FEET EAST OF A METAL WITNESS POST.
 OJ0814'
 OJ0814'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION
 OJ0814'AVOCA USLS.
 OJ0814'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0814'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.0 METER.
 OJ0814'DESCRIBED BY D.A. BOWLING.
 OJ0814
 OJ0814                          STATION RECOVERY (2006)
 OJ0814
 OJ0814'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 OJ0814'SUSPECT RECENT CULVERT AND DITCH WORK HAVE DISPLACED OR DESTROYED
 OJ0814'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5354 ***********************************************************************
 DF5354  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5354  DESIGNATION -  AVOCA CORS ARP
 DF5354  CORS_ID     -  AVCA
 DF5354  PID         -  DF5354
 DF5354  STATE/COUNTY-  MI/ST CLAIR
 DF5354  USGS QUAD   -  AVOCA (1976)
 DF5354
 DF5354                         *CURRENT SURVEY CONTROL
 DF5354  ___________________________________________________________________
 DF5354* NAD 83(CORS)-  43 03 39.26039(N)    082 41 15.85462(W)     ADJUSTED  
 DF5354* NAVD 88     -                                                        
 DF5354  ___________________________________________________________________
 DF5354  EPOCH DATE  -        2002.00
 DF5354  X           -     594,062.794 (meters)                     COMP
 DF5354  Y           -  -4,629,523.852 (meters)                     COMP
 DF5354  Z           -   4,332,585.462 (meters)                     COMP
 DF5354  ELLIP HEIGHT-         201.62  (meters)          (05/??/03) GPS OBS
 DF5354  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DF5354
 DF5354  HORZ ORDER  -  SPECIAL (CORS)
 DF5354  ELLP ORDER  -  SPECIAL (CORS)
 DF5354
 DF5354.ITRF positions are available for this station.
 DF5354.The coordinates were established by GPS observations
 DF5354.and adjusted by the National Geodetic Survey in May 2003..
 DF5354.The coordinates are valid at the epoch date displayed above.
 DF5354.The epoch date for horizontal control is a decimal equivalence
 DF5354.of Year/Month/Day.
 DF5354
 DF5354
 DF5354.The PID for the CORS L1 Phase Center is DG4070.
 DF5354
 DF5354.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5354
 DF5354.The ellipsoidal height was determined by GPS observations
 DF5354.and is referenced to NAD 83.
 DF5354
 DF5354.The geoid height was determined by GEOID03.
 DF5354
 DF5354;                    North         East     Units Scale Factor Converg.
 DF5354;SPC MI S     -   174,745.655 4,136,745.065   MT  0.99991158   +1 08 33.2
 DF5354;SPC MI S     -   573,312.52 13,571,998.24   iFT  0.99991158   +1 08 33.2
 DF5354
 DF5354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5354!SPC MI S     -   0.99996838  x   0.99991158  =   0.99987997
 DF5354
 DF5354                          SUPERSEDED SURVEY CONTROL
 DF5354
 DF5354.No superseded survey control is available for this station.
 DF5354
 DF5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6257068961(NAD 83)
 DF5354_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5354
 DF5354                          STATION DESCRIPTION
 DF5354
 DF5354'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5354'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5354'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5354'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5354'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5354'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4070 ***********************************************************************
 DG4070  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4070  DESIGNATION -  AVOCA CORS L1 PHASE CENTER
 DG4070  CORS_ID     -  AVCA
 DG4070  PID         -  DG4070
 DG4070  STATE/COUNTY-  MI/ST CLAIR
 DG4070  USGS QUAD   -  AVOCA (1976)
 DG4070
 DG4070                         *CURRENT SURVEY CONTROL
 DG4070  ___________________________________________________________________
 DG4070* NAD 83(CORS)-  43 03 39.26047(N)    082 41 15.85456(W)     ADJUSTED  
 DG4070* NAVD 88     -                                                        
 DG4070  ___________________________________________________________________
 DG4070  EPOCH DATE  -        2002.00
 DG4070  X           -     594,062.805 (meters)                     COMP
 DG4070  Y           -  -4,629,523.922 (meters)                     COMP
 DG4070  Z           -   4,332,585.532 (meters)                     COMP
 DG4070  ELLIP HEIGHT-         201.72  (meters)          (05/??/03) GPS OBS
 DG4070  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 DG4070
 DG4070  HORZ ORDER  -  SPECIAL (CORS)
 DG4070  ELLP ORDER  -  SPECIAL (CORS)
 DG4070
 DG4070.ITRF positions are available for this station.
 DG4070.The coordinates were established by GPS observations
 DG4070.and adjusted by the National Geodetic Survey in May 2003..
 DG4070.The coordinates are valid at the epoch date displayed above.
 DG4070.The epoch date for horizontal control is a decimal equivalence
 DG4070.of Year/Month/Day.
 DG4070
 DG4070
 DG4070.The PID for the CORS ARP is DF5354.
 DG4070
 DG4070.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4070
 DG4070.The ellipsoidal height was determined by GPS observations
 DG4070.and is referenced to NAD 83.
 DG4070
 DG4070.The geoid height was determined by GEOID03.
 DG4070
 DG4070;                    North         East     Units Scale Factor Converg.
 DG4070;SPC MI S     -   174,745.658 4,136,745.066   MT  0.99991158   +1 08 33.2
 DG4070;SPC MI S     -   573,312.53 13,571,998.25   iFT  0.99991158   +1 08 33.2
 DG4070
 DG4070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4070!SPC MI S     -   0.99996837  x   0.99991158  =   0.99987995
 DG4070
 DG4070                          SUPERSEDED SURVEY CONTROL
 DG4070
 DG4070.No superseded survey control is available for this station.
 DG4070
 DG4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6257068961(NAD 83)
 DG4070_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4070
 DG4070                          STATION DESCRIPTION
 DG4070
 DG4070'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4070'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4070'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4070'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4070'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4070'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0808 ***********************************************************************
 OJ0808  DESIGNATION -  AVOCA GREENWOOD ENERGY STACK
 OJ0808  PID         -  OJ0808
 OJ0808  STATE/COUNTY-  MI/ST CLAIR
 OJ0808  USGS QUAD   -  AVOCA (1976)
 OJ0808
 OJ0808                         *CURRENT SURVEY CONTROL
 OJ0808  ___________________________________________________________________
 OJ0808* NAD 83(1994)-  43 06 19.91958(N)    082 41 46.78561(W)     ADJUSTED  
 OJ0808* NAVD 88     -                                                        
 OJ0808  ___________________________________________________________________
 OJ0808  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 OJ0808  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0808
 OJ0808  HORZ ORDER  -  THIRD
 OJ0808
 OJ0808.The horizontal coordinates were established by classical geodetic methods
 OJ0808.and adjusted by the National Geodetic Survey in February 1997..
 OJ0808
 OJ0808
 OJ0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0808
 OJ0808.The geoid height was determined by GEOID03.
 OJ0808
 OJ0808;                    North         East     Units Scale Factor Converg.
 OJ0808;SPC MI S     -   179,688.198 4,135,947.016   MT  0.99991427   +1 08 12.2
 OJ0808;SPC MI S     -   589,528.21 13,569,379.97   iFT  0.99991427   +1 08 12.2
 OJ0808;UTM  17      - 4,773,930.670   361,970.491   MT  0.99983438   -1 09 33.7
 OJ0808
 OJ0808                          SUPERSEDED SURVEY CONTROL
 OJ0808
 OJ0808  NAD 83(1986)-  43 06 19.90839(N)    082 41 46.81505(W) AD(       ) 4
 OJ0808  NAD 27      -  43 06 19.81217(N)    082 41 47.08072(W) AD(       ) 3
 OJ0808
 OJ0808.Superseded values are not recommended for survey control.
 OJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0808.See file dsdata.txt to determine how the superseded data were derived.
 OJ0808
 OJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6197073931(NAD 83)
 OJ0808
 OJ0808  HISTORY     - Date     Condition        Report By
 OJ0808  HISTORY     - 1977     MONUMENTED       NGS
 OJ0808
 OJ0808                          STATION DESCRIPTION
 OJ0808
 OJ0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0808'THE AVOCA GREENWOOD ENERGY STACK IS LOCATED AT THE DETROIT
 OJ0808'EDISON GREENWOOD ENERGY CENTER, 4 MILES SOUTH OF THE SANILAC
 OJ0808'COUNTY LINE, 4 MILES NORTHEAST OF THE JUNCTION OF STATE
 OJ0808'HIGHWAYS 19 AND 136 IN BRADFORD, 3 MILES NORTH OF AVOCA, IN
 OJ0808'THE NORTHWEST CORNER OF SECTION 27, T 8 N, R 15 E.
 OJ0808'
 OJ0808'THE STATION IS THE TOP CENTER OF THE LIGHT COLORED CONCRETE
 OJ0808'STACK THAT IS 500 FEET HIGH.
 OJ0808'
 OJ0808'TO REACH THE STACK FROM THE VILLAGE OF AVOCA, GO WEST ON
 OJ0808'HIGHWAY 136 FOR 0.3 MILE TO A CROSSROAD.  TURN RIGHT,
 OJ0808'NORTH, ON KILGOR ROAD FOR 2.9 MILES TO A PRIVATE ROAD RIGHT
 OJ0808'AT A GUARD GATE, AND THE STACK IN THE COMPLEX.
 OJ0808'
 OJ0808'DESCRIBED BY GRH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0805 ***********************************************************************
 OJ0805  DESIGNATION -  AVOCA RESET
 OJ0805  PID         -  OJ0805
 OJ0805  STATE/COUNTY-  MI/ST CLAIR
 OJ0805  USGS QUAD   -  AVOCA (1976)
 OJ0805
 OJ0805                         *CURRENT SURVEY CONTROL
 OJ0805  ___________________________________________________________________
 OJ0805* NAD 83(1994)-  43 02 12.44079(N)    082 44 18.02109(W)     ADJUSTED  
 OJ0805* NAVD 88     -       236.5    (meters)     776.     (feet)  VERTCON   
 OJ0805  ___________________________________________________________________
 OJ0805  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 OJ0805  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0805
 OJ0805  HORZ ORDER  -  FIRST
 OJ0805
 OJ0805.The horizontal coordinates were established by classical geodetic methods
 OJ0805.and adjusted by the National Geodetic Survey in February 1997..
 OJ0805
 OJ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0805
 OJ0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0805
 OJ0805.The geoid height was determined by GEOID03.
 OJ0805
 OJ0805;                    North         East     Units Scale Factor Converg.
 OJ0805;SPC MI S     -   171,986.249 4,132,675.991   MT  0.99991038   +1 06 29.2
 OJ0805;SPC MI S     -   564,259.35 13,558,648.26   iFT  0.99991038   +1 06 29.2
 OJ0805;UTM  17      - 4,766,366.452   358,393.874   MT  0.99984668   -1 11 11.6
 OJ0805
 OJ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0805!SPC MI S     -   0.99996835  x   0.99991038  =   0.99987873
 OJ0805!UTM  17      -   0.99996835  x   0.99984668  =   0.99981503
 OJ0805
 OJ0805:                Primary Azimuth Mark                     Grid Az
 OJ0805:SPC MI S     -  AVOCA GREENWOOD ENERGY STACK             023 00 39.4
 OJ0805:UTM  17      -  AVOCA GREENWOOD ENERGY STACK             025 18 20.2
 OJ0805
 OJ0805|---------------------------------------------------------------------|
 OJ0805| PID    Reference Object                     Distance      Geod. Az  |
 OJ0805|                                                           dddmmss.s |
 OJ0805| OJ0808 AVOCA GREENWOOD ENERGY STACK        APPROX. 8.4 KM 0240708.6 |
 OJ0805| OJ0815 AVOCA AZ MK                         APPROX. 0.8 KM 1453444.3 |
 OJ0805| OJ0813 AVOCA AZ MK 2                       APPROX. 0.8 KM 1470315.5 |
 OJ0805| OJ0814 AVOCA AZ MK 3                       APPROX. 0.8 KM 1473602.3 |
 OJ0805| NE1192 EMMETT CATHOLIC CH SPIRE            APPROX. 5.3 KM 2040210.4 |
 OJ0805| NE1187 EMMETT CH OUR LADY SPIRE USLS       APPROX. 5.2 KM 2041243.1 |
 OJ0805| CH0757 AVOCA RM 1                           23.239 METERS 21950     |
 OJ0805| OJ0828 EMMETT MUSIC CO MAST                APPROX. 5.8 KM 2592725.1 |
 OJ0805| OJ0816 USLS MARK                            15.317 METERS 26703     |
 OJ0805| CH0758 AVOCA RM 2                           19.735 METERS 30427     |
 OJ0805|---------------------------------------------------------------------|
 OJ0805
 OJ0805                          SUPERSEDED SURVEY CONTROL
 OJ0805
 OJ0805  NAD 83(1986)-  43 02 12.43036(N)    082 44 18.05221(W) AD(       ) 1
 OJ0805  NAD 27      -  43 02 12.33232(N)    082 44 18.31715(W) AD(       ) 1
 OJ0805  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 OJ0805
 OJ0805.Superseded values are not recommended for survey control.
 OJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0805.See file dsdata.txt to determine how the superseded data were derived.
 OJ0805
 OJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5839466366(NAD 83)
 OJ0805_MARKER: DS = TRIANGULATION STATION DISK
 OJ0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0805_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0805
 OJ0805  HISTORY     - Date     Condition        Report By
 OJ0805  HISTORY     - 1969     MONUMENTED       CGS
 OJ0805  HISTORY     - 1973     GOOD             NGS
 OJ0805  HISTORY     - 1977     GOOD             NGS
 OJ0805  HISTORY     - 1980     GOOD             MIDH
 OJ0805
 OJ0805                          STATION DESCRIPTION
 OJ0805
 OJ0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OJ0805'THE BOLT IN THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2
 OJ0805'AND THE AZIMUTH
 OJ0805'MARK WERE FOUND IN GOOD CONDITION.  THE USLS (SURFACE
 OJ0805'MARK) WAS FOUND EITHER SETTLED OR
 OJ0805'BEEN HIT AND LEANING TO THE SOUTH.
 OJ0805'THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 OJ0805'CHECKED .  THE DISTANCE TO
 OJ0805'REFERENCE MARK 2 CHECKED BUT THE DIRECTION WAS FOUND IN ERROR.  A
 OJ0805'NEW SURFACE
 OJ0805'STATION MRK AND UNDERGROUND MARK WERE SET.  A NEW DESCRIPTION
 OJ0805'FOLLOWS-
 OJ0805'
 OJ0805'ABOUT 5 MILES NORTHEAST OF EMMETT, NEAR THE WEST EDGE OF A CULTIVATED
 OJ0805'FIELD OWNED BY MR.
 OJ0805'RAY COWHY 4555 BRICKER ROAD, 56 FEET SOUTHEAST
 OJ0805'OF AN 8 INCH WILD CHERRY TREE, 51
 OJ0805'FEET EAST OF A FENCE, 33 FEET
 OJ0805'EAST OF THE CENTERLINE OF FARM LANE, 67 FEET
 OJ0805'NORTHEAST OF A 10 INCH
 OJ0805'CRAB APPLE TREE, 64 FEET SOUTHEAST OF A METAL WITNESS POST,
 OJ0805'MONUMENT IS 14
 OJ0805'INCHES UNDERGROUND AND THE DISK ARE STAMPED AVOCA USLS 1909 1969.
 OJ0805'
 OJ0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0805'21 (ABOUT 2 MILES
 OJ0805'NORTH OF EMMETT), GO EAST ON HIGHWAY 21 FOR 1.7 MILES
 OJ0805'TO BRICKER ROAD, TURN LEFT AND GO
 OJ0805'NORTH ON BRICKER ROAD FOR 2.55 MILES
 OJ0805'TO IMLAY CITY ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 OJ0805'CONTINUE NORTH ON
 OJ0805'BRICKER ROAD FOR 0.4 MILE TO A FIELD ENTRANCE ROAD ON THE LEFT.  TURN
 OJ0805'LEFT AND GO ACROSS
 OJ0805'HAY FIELD FOR 0.2 MILE TO A FENCE AND THE STATION.
 OJ0805'
 OJ0805'REFERENCE MARK 1 IS A STANDARD USLS DISK SET IN THE TOP OF A 6
 OJ0805'INCH CONCRETE POST
 OJ0805'PROJECTING 2 INCHES.  IT IS 1 FOOT EAST OF THE FENCE,
 OJ0805'AND 10 FEET SOUTHWEST OF THE APPLE
 OJ0805'TREE.  STAMPED AVOCA REF 1 1935.
 OJ0805'
 OJ0805'REFERENCE MARK 2 IS A STANDARD USLS DISK SET IN THE TOP OF A 6
 OJ0805'INCH CONCRETE POST
 OJ0805'WHICH PROJECTS 2 INCHES AND DISK IS STAMPED AVOCA
 OJ0805'REF 2 1935.  IT IS 1 FOOT WEST OF THE
 OJ0805'FENCE, 18 FEET NORTH OF AN 8 INCH
 OJ0805'WILD CHERRY TREE, 18 FEET WEST OF THE CENTERLINE OF THE
 OJ0805'LANE AND 1 FOOT
 OJ0805'NORTH OF THE WITNESS POST.
 OJ0805'
 OJ0805'USLS (SURFACE MARK) IS AN IRON BOLT SET IN CONCRETE SURROUNDED BY
 OJ0805'3 SPIKES WITH USLS
 OJ0805'1909 ENGRAVED IN THE CONCRETE.  THE MONUMENT PROJECTS
 OJ0805'ABOUT 6 INCHES, 1 FOOT EAST OF THE
 OJ0805'FENCE, 18 FEET WEST OF THE CENTERLINE
 OJ0805'OF THE LANE, 3 FEET NORTH OF A 6 INCH WILD CHERRY
 OJ0805'TREE AND LEANING
 OJ0805'TO THE SOUTH.
 OJ0805'
 OJ0805'THE AZIMUTH MARK IS 135 FEET NORTH OF THE CENTERLINE OF IMLAY
 OJ0805'CITY ROAD, 25 FEET
 OJ0805'EAST OF THE CENTERLINE OF BRICKER ROAD, 11 FEET
 OJ0805'NORTHEAST OF THE EAST END OF A
 OJ0805'CONCRETE HEADWALL, 1 FOOT NORTH OF A
 OJ0805'METAL WITNESS POST, 25 FEET SOUTHWEST OF
 OJ0805'CENTERLINE OF TURN-OFF ROAD,
 OJ0805'MONUMENT IS FLUSH AND DISK IS STAMPED AVOCA USLS 1943.
 OJ0805'
 OJ0805'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ0805'
 OJ0805'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 OJ0805'SOUTHWEST OF AVOCA
 OJ0805
 OJ0805                          STATION RECOVERY (1973)
 OJ0805
 OJ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AAV)
 OJ0805'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK FOUND AS DESCRIBED,
 OJ0805'CONDITION - GOOD.
 OJ0805'
 OJ0805'DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES SW OF
 OJ0805'VILLAGE OF AVOCA
 OJ0805
 OJ0805                          STATION RECOVERY (1977)
 OJ0805
 OJ0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0805'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE USLS MARK
 OJ0805'WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969.  THE
 OJ0805'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND DUE TO TREES
 OJ0805'ON LINE.  AZIMUTH MARKS 2 AND 3 WERE ESTABLISHED AT THIS
 OJ0805'TIME.  LONGER DISTANCES WERE NOTED TO BOTH REFERENCE MARKS,
 OJ0805'0.044 METER TO REFERENCE MARK 1, 0.016 TO REFERENCE MARK 2 AND
 OJ0805'A LONGER MEASUREMENT OF 0.028 METER TO THE USLS MARK. THE
 OJ0805'DIRECTION TO REFERENCE MARK 2, AZIMUTH MARK AND THE USLS MARK
 OJ0805'CHECKED THE 1969 DIRECTION.  THE DIRECTION TO REFERENCE MARK
 OJ0805'1 WAS FOUND AT THIS TIME TO BE 2 DEGREES, 13 MINUTES HIGHER.
 OJ0805'A COMPLETE NEW DESCRIPTION FOLLOWS.
 OJ0805'
 OJ0805'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTHWEST OF AVOCA,
 OJ0805'3-1/2 MILES NORTH-NORTHEAST OF EMMETT AND ON PROPERTY OF MR.
 OJ0805'RAY COWHY, 4555 BRICKER ROAD.  IT IS IN THE SOUTHEAST 1/4 OF
 OJ0805'SECTION 18, T7N, R15E.
 OJ0805'
 OJ0805'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 OJ0805'21 AT THE NORTH EDGE OF EMMETT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0805'1.7 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO NORTH ON
 OJ0805'BRICKER ROAD FOR 2.5 MILES TO IMLAY CITY ROAD AND THE AZIMUTH
 OJ0805'MARKS AND BENCH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD ON
 OJ0805'BRICKER ROAD FOR 0.4 MILE TO FIELD ENTRANCE ON THE LEFT, TURN
 OJ0805'LEFT, WEST, PASSING THRU WIRE GATE, AND GO 0.1 MILE ON TRACK
 OJ0805'ROAD ACROSS PASTURE TO A FENCE CORNER.  CONTINUE WEST ON TRACK
 OJ0805'ROAD ALONG NORTH SIDE OF FENCE FOR 0.1 MILE TO A FENCE, TURN
 OJ0805'RIGHT AND GO 129 FEET TO STATION.
 OJ0805'
 OJ0805'STATION MARKS, STAMPED---AVOCA USLS 1909 1969---, ARE STANDARD
 OJ0805'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OJ0805'CYLINDRICAL CONCRETE MONUMENT THAT IS 16 INCHES BELOW THE
 OJ0805'GROUND SURFACE.  IT IS 52.0 FEET EAST OF THE MAIN FENCE AROUND
 OJ0805'THE PASTURE AND 10.5 FEET EAST OF AN ELECTRIC FENCE.  THE
 OJ0805'UNDERGROUND DISK IS IN PLACE AS NOTED IN THE ORIGINAL
 OJ0805'DESCRIPTION.
 OJ0805'
 OJ0805'REFERENCE MARK 1, STAMPED---AVOCA REF 1 1935---, A U.S. LAKE
 OJ0805'SURVEY REFERENCE DISK SET IN THE TOP OF A 6-INCH SQUARE
 OJ0805'CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE
 OJ0805'IT IS 20 FEET WEST OF APPROXIMATE CENTER OF A FARM LANE, 2 FEET
 OJ0805'SOUTH OF A 2 FOOT TRIANGULAR SHAPED BOULDER PROJECTING 6 INCHES
 OJ0805'ABOVE THE GROUND SURFACE AND 1 FOOT EAST OF THE MAIN FENCE.
 OJ0805'
 OJ0805'REFERENCE MARK 2, STAMPED---AVOCA REF 2 1935---, A U.S. LAKE
 OJ0805'SURVEY REFERENCE DISK SET IN THE TOP OF A 6-INCH SQUARE
 OJ0805'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND
 OJ0805'SURFACE.  IT IS 6 FEET SOUTH OF A 6-INCH FENCE POST, 3.5 FEET
 OJ0805'NORTH OF A 6-INCH FENCE POST AND 1.5 FEET NORTH-NORTHWEST OF A
 OJ0805'METAL WITNESS POST IN FENCELINE
 OJ0805'
 OJ0805'USLS MARK, ETCHED---USLS 1909---, A 12-INCH CYLINDRICAL
 OJ0805'CONCRETE MONUMENT WITH A 1/2-INCH BOLT SURROUNDED BY THREE
 OJ0805'1/4-INCH BOLTS IN THE CENTER.  THE MONUMENT PROJECTS 2 INCHES
 OJ0805'ABOVE THE GROUND SURFACE.  IT IS 6 FEET SOUTH OF A 6-INCH
 OJ0805'FENCE POST, 3.5 FEET NORTH OF A 6-INCH FENCE POST AND 1 FOOT
 OJ0805'EAST OF THE MAIN FENCE.
 OJ0805'
 OJ0805'AZIMUTH MARK, STAMPED---AVOCA USLS 1943---, A STANDARD DISK SET
 OJ0805'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 OJ0805'FLUSH WITH THE GROUND SURFACE.  IT IS 135 FEET NORTH OF THE
 OJ0805'APPROXIMATE CENTER OF IMLAY CITY ROAD, 30 FEET SOUTHWEST OF THE
 OJ0805'APPROXIMATE CENTER OF ACCESS ROAD, 24.5 FEET EAST OF THE
 OJ0805'APPROXIMATE CENTER OF BRICKER ROAD, 11 FEET NORTH-NORTHEAST OF
 OJ0805'L-SHAPED CULVERT, 1 FOOT NORTH OF METAL WITNESS POST AND IN
 OJ0805'THE NORTH END OF GRASSY TRAFFIC TRIANGLE.
 OJ0805'
 OJ0805'AZIMUTH MARK 2, STAMPED---AVOCA USLS NO 2 1976---, A STANDARD
 OJ0805'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0805'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF
 OJ0805'THE APPROXIMATE CENTER OF BRICKER ROAD, 27 FEET SOUTH OF THE
 OJ0805'APPROXIMATE CENTER OF IMLAY CITY ROAD, 8 FEET EAST OF AN
 OJ0805'INTERSECTION SIGN AND 2.5 FEET WEST OF A METAL WITNESS POST.
 OJ0805'
 OJ0805'AZIMUTH MARK 3, STAMPED---AVOCA USLS NO 3 1976---, A STANDARD
 OJ0805'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0805'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 57 FEET SOUTH OF
 OJ0805'THE APPROXIMATE CENTER OF IMLAY CITY ROAD, 29 FEET EAST OF THE
 OJ0805'APPROXIMATE CENTER OF BRICKER ROAD, 15.5 FEET NORTH OF AN 18-
 OJ0805'INCH OAK TREE AND 4 FEET EAST OF A METAL WITNESS POST.
 OJ0805'
 OJ0805'BENCH MARK, STAMPED---9 R---, IS A C + GS AND STATE SURVEY MARK.
 OJ0805'THE DISK IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 OJ0805'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET
 OJ0805'EAST OF A METAL WITNESS POST, 39 FEET EAST OF THE APPROXIMATE
 OJ0805'CENTER OF BRICKER ROAD, 20 FEET SOUTH-SOUTHEAST OF A
 OJ0805'MULTI-TRUNKED OAK TREE AND 31 FEET NORTHWEST OF DIRT ACCESS
 OJ0805'ROAD.
 OJ0805'
 OJ0805'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0805'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 30.6 METERS.
 OJ0805'DESCRIBED BY D.A. BOWLING.
 OJ0805
 OJ0805                          STATION RECOVERY (1980)
 OJ0805
 OJ0805'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GW)
 OJ0805'THE STATION WAS RECOVERED AS DESCRIBED. THE AZIMUTH AND REFERENCES
 OJ0805'MARKS WERE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1083 ***********************************************************************
 OJ1083  DESIGNATION -  AXESPORT
 OJ1083  PID         -  OJ1083
 OJ1083  STATE/COUNTY-  MI/HURON
 OJ1083  USGS QUAD   -  BAD AXE EAST (1970)
 OJ1083
 OJ1083                         *CURRENT SURVEY CONTROL
 OJ1083  ___________________________________________________________________
 OJ1083* NAD 83(1994)-  43 47 07.49041(N)    082 59 00.93536(W)     ADJUSTED  
 OJ1083* NAVD 88     -       232.2    (meters)     762.     (feet)  GPS OBS   
 OJ1083  ___________________________________________________________________
 OJ1083  X           -     563,390.461 (meters)                     COMP
 OJ1083  Y           -  -4,577,610.034 (meters)                     COMP
 OJ1083  Z           -   4,391,046.441 (meters)                     COMP
 OJ1083  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 OJ1083  ELLIP HEIGHT-         197.69  (meters)          (07/17/02) GPS OBS
 OJ1083  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ1083
 OJ1083  HORZ ORDER  -  FIRST
 OJ1083  ELLP ORDER  -  FOURTH    CLASS I
 OJ1083
 OJ1083.The horizontal coordinates were established by GPS observations
 OJ1083.and adjusted by the National Geodetic Survey in February 1997..
 OJ1083
 OJ1083.The orthometric height was determined by GPS observations and a
 OJ1083.high-resolution geoid model.
 OJ1083
 OJ1083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1083
 OJ1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1083
 OJ1083.The ellipsoidal height was determined by GPS observations
 OJ1083.and is referenced to NAD 83.
 OJ1083
 OJ1083.The geoid height was determined by GEOID03.
 OJ1083
 OJ1083;                    North         East     Units Scale Factor Converg.
 OJ1083;SPC MI S     -   254,786.786 4,111,328.482   MT  1.00003053   +0 56 28.4
 OJ1083;SPC MI S     -   835,914.65 13,488,610.51   iFT  1.00003053   +0 56 28.4
 OJ1083;UTM  17      - 4,849,951.836   340,393.723   MT  0.99991333   -1 22 22.3
 OJ1083
 OJ1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1083!SPC MI S     -   0.99996900  x   1.00003053  =   0.99999953
 OJ1083!UTM  17      -   0.99996900  x   0.99991333  =   0.99988233
 OJ1083
 OJ1083:                Primary Azimuth Mark                     Grid Az
 OJ1083:SPC MI S     -  AXESPORT AZ MK                           207 19 43.4
 OJ1083:UTM  17      -  AXESPORT AZ MK                           209 38 34.1
 OJ1083
 OJ1083|---------------------------------------------------------------------|
 OJ1083| PID    Reference Object                     Distance      Geod. Az  |
 OJ1083|                                                           dddmmss.s |
 OJ1083| OJ1084 AXESPORT AZ MK                      APPROX. 0.9 KM 2081611.8 |
 OJ1083|---------------------------------------------------------------------|
 OJ1083
 OJ1083                          SUPERSEDED SURVEY CONTROL
 OJ1083
 OJ1083  ELLIP H (02/03/97)  197.70   (m)                       GP(       ) 4 1
 OJ1083  NAD 83(1986)-  43 47 07.48932(N)    082 59 00.95216(W) AD(       ) 1
 OJ1083  NAD 83(1986)-  43 47 07.48581(N)    082 59 00.95139(W) AD(       ) 3
 OJ1083  NGVD 29 (03/27/91)  232.3    (m)          762.     (f) GPS OBS        
 OJ1083
 OJ1083.Superseded values are not recommended for survey control.
 OJ1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1083.See file dsdata.txt to determine how the superseded data were derived.
 OJ1083
 OJ1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4039449952(NAD 83)
 OJ1083_MARKER: I = METAL ROD
 OJ1083_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1083_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1083_STAMPING: AXESPORT 1989
 OJ1083_MARK LOGO: NGS   
 OJ1083_PROJECTION: FLUSH
 OJ1083_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1083+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OJ1083_ROD/PIPE-DEPTH: 8.5  meters
 OJ1083_SLEEVE-DEPTH  : 1.0 meters
 OJ1083
 OJ1083  HISTORY     - Date     Condition        Report By
 OJ1083  HISTORY     - 1989     MONUMENTED       NGS
 OJ1083  HISTORY     - 19900110 GOOD
 OJ1083  HISTORY     - 19910715 GOOD             NGS
 OJ1083  HISTORY     - 19991120 GOOD             USPSQD
 OJ1083
 OJ1083                          STATION DESCRIPTION
 OJ1083
 OJ1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1083'THE STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) SOUTHEAST OF BAD AXE, AT
 OJ1083'THE BAD AXE-HURON COUNTY MEMORIAL AIRPORT, IN THE NORTHEAST ANGLE OF
 OJ1083'THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTING TAXIWAY.
 OJ1083'OWNERSHIP---HURON COUNTY, C/O AIRPORT MANAGER GARRETT KLADZYK, 352
 OJ1083'THOMPSON ROAD, BAD AXE MI 48413.  PHONE IS (517) 269-6511 OR HOME
 OJ1083'(517) 269-8235.
 OJ1083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 142
 OJ1083'(HURON AVENUE) IN BAD AXE, GO EAST FOR 1.6 KM (1.00 MI) ON HIGHWAY 142
 OJ1083'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.00 MI) ON
 OJ1083'NUGENT ROAD TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 KM
 OJ1083'(0.20 MI) ON THOMPSON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OJ1083'SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 OJ1083'PARKING AREA.  TURN LEFT AND GO SOUTH FOR 50 METERS ACROSS THE PARKING
 OJ1083'AREA TO A GATE AND THE AIRPORT OFFICE RIGHT.  CONTINUE SOUTH FOR 30
 OJ1083'METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND GO
 OJ1083'SOUTHEAST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1083'TAXIWAY TO THE STATION ON THE LEFT JUST AFTER CROSSING THE PAVED
 OJ1083'RUNWAY.
 OJ1083'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1083'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.5 METERS IN A GREASE
 OJ1083'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1083'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1083'23.8 M (78.1 FT) EAST-NORTHEAST FROM THE EAST CORNER OF A 0.6 METER
 OJ1083'SQUARE CONCRETE BURIED CABLE MARKER, 18.8 M (61.7 FT) SOUTHEAST FROM
 OJ1083'THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 4.3 M (14.1 FT) NORTHEAST
 OJ1083'FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY.
 OJ1083'DESCRIBED BY K.L. FANCHER.
 OJ1083'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1083
 OJ1083                          STATION RECOVERY (1990)
 OJ1083
 OJ1083'RECOVERED 1990
 OJ1083'RECOVERED IN GOOD CONDITION.
 OJ1083
 OJ1083                          STATION RECOVERY (1991)
 OJ1083
 OJ1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1083'THE STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) SOUTHEAST OF BAD AXE, AT
 OJ1083'THE BAD AXE/HURON COUNTY MEMORIAL AIRPORT, IN THE NORTHEAST ANGLE OF
 OJ1083'THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTING TAXIWAY.
 OJ1083'OWNERSHIP---HURON COUNTY, C/O AIRPORT MANAGER GARRETT KLADZYK, 352
 OJ1083'THOMPSON ROAD, BAD AXE, MI. 48413. PHONE (517) 269-6511 OR HOME
 OJ1083'269-8235.
 OJ1083'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 142
 OJ1083'(HURON AVENUE) IN BAD AXE, GO EAST FOR 1.6 KM (1.0 MI) ON HIGHWAY 142
 OJ1083'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.0 MI) ON
 OJ1083'NUGENT ROAD TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 KM
 OJ1083'(0.2 MI) ON THOMPSON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OJ1083'SOUTHWEST FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 OJ1083'PARKING AREA.  TURN LEFT AND GO SOUTH FOR 50 METERS ACROSS THE
 OJ1083'PARKING AREA TO A GATE AND THE AIRPORT OFFICE RIGHT.  CONTINUE SOUTH
 OJ1083'FOR 30 METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND
 OJ1083'GO SOUTHEAST FOR 0.2 KM (0.1 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1083'TAXIWAY TO THE STATION ON THE LEFT JUST AFTER CROSSING THE PAVED
 OJ1083'RUNWAY.
 OJ1083'LOCATED 23.8 M (78.1 FT) EAST-NORTHEAST FROM THE EAST CORNER OF A 0.6
 OJ1083'METER SQUARE CONCRETE BURIED CABLE MARKER, 18.8 M (61.7 FT) SOUTHEAST
 OJ1083'FROM THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 4.3 M (14.1 FT)
 OJ1083'NORTHEAST FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY.
 OJ1083
 OJ1083                          STATION RECOVERY (1999)
 OJ1083
 OJ1083'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1084 ***********************************************************************
 OJ1084  DESIGNATION -  AXESPORT AZ MK
 OJ1084  PID         -  OJ1084
 OJ1084  STATE/COUNTY-  MI/HURON
 OJ1084  USGS QUAD   -  BAD AXE EAST (1970)
 OJ1084
 OJ1084                         *CURRENT SURVEY CONTROL
 OJ1084  ___________________________________________________________________
 OJ1084* NAD 83(1994)-  43 46 43.11077(N)    082 59 19.02975(W)     ADJUSTED  
 OJ1084* NAVD 88     -       229.2    (meters)     752.     (feet)  GPS OBS   
 OJ1084  ___________________________________________________________________
 OJ1084  X           -     563,052.182 (meters)                     COMP
 OJ1084  Y           -  -4,578,174.043 (meters)                     COMP
 OJ1084  Z           -   4,390,501.113 (meters)                     COMP
 OJ1084  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 OJ1084  ELLIP HEIGHT-         194.70  (meters)          (07/17/02) GPS OBS
 OJ1084  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ1084
 OJ1084  HORZ ORDER  -  FIRST
 OJ1084  ELLP ORDER  -  FOURTH    CLASS I
 OJ1084
 OJ1084.The horizontal coordinates were established by GPS observations
 OJ1084.and adjusted by the National Geodetic Survey in February 1997..
 OJ1084
 OJ1084.The orthometric height was determined by GPS observations and a
 OJ1084.high-resolution geoid model.
 OJ1084
 OJ1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1084
 OJ1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1084
 OJ1084.The ellipsoidal height was determined by GPS observations
 OJ1084.and is referenced to NAD 83.
 OJ1084
 OJ1084.The geoid height was determined by GEOID03.
 OJ1084
 OJ1084;                    North         East     Units Scale Factor Converg.
 OJ1084;SPC MI S     -   254,027.794 4,110,936.255   MT  1.00002867   +0 56 16.1
 OJ1084;SPC MI S     -   833,424.52 13,487,323.67   iFT  1.00002867   +0 56 16.1
 OJ1084;UTM  17      - 4,849,209.385   339,971.220   MT  0.99991499   -1 22 34.2
 OJ1084
 OJ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1084!SPC MI S     -   0.99996947  x   1.00002867  =   0.99999814
 OJ1084!UTM  17      -   0.99996947  x   0.99991499  =   0.99988446
 OJ1084
 OJ1084:                Primary Azimuth Mark                     Grid Az
 OJ1084:SPC MI S     -  AXESPORT                                 027 19 43.1
 OJ1084:UTM  17      -  AXESPORT                                 029 38 33.4
 OJ1084
 OJ1084|---------------------------------------------------------------------|
 OJ1084| PID    Reference Object                     Distance      Geod. Az  |
 OJ1084|                                                           dddmmss.s |
 OJ1084| OJ1083 AXESPORT                            APPROX. 0.9 KM 0281559.2 |
 OJ1084|---------------------------------------------------------------------|
 OJ1084
 OJ1084                          SUPERSEDED SURVEY CONTROL
 OJ1084
 OJ1084  ELLIP H (02/03/97)  194.71   (m)                       GP(       ) 4 1
 OJ1084  NAD 83(1986)-  43 46 43.10988(N)    082 59 19.04660(W) AD(       ) 1
 OJ1084  NAD 83(1986)-  43 46 43.10624(N)    082 59 19.04546(W) AD(       ) 3
 OJ1084  NGVD 29 (03/27/91)  229.3    (m)          752.     (f) GPS OBS        
 OJ1084
 OJ1084.Superseded values are not recommended for survey control.
 OJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1084.See file dsdata.txt to determine how the superseded data were derived.
 OJ1084
 OJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ3997149209(NAD 83)
 OJ1084_MARKER: I = METAL ROD
 OJ1084_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1084_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1084_STAMPING: AXESPORT AZ MK 1989
 OJ1084_MARK LOGO: NGS   
 OJ1084_PROJECTION: FLUSH
 OJ1084_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1084+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 OJ1084_ROD/PIPE-DEPTH: 7.3  meters
 OJ1084_SLEEVE-DEPTH  : 1.0 meters
 OJ1084
 OJ1084  HISTORY     - Date     Condition        Report By
 OJ1084  HISTORY     - 1989     MONUMENTED       NGS
 OJ1084  HISTORY     - 19900109 GOOD
 OJ1084  HISTORY     - 19991120 GOOD             USPSQD
 OJ1084
 OJ1084                          STATION DESCRIPTION
 OJ1084
 OJ1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1084'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF BAD AXE, AT
 OJ1084'THE BAD AXE-HURON COUNTY MEMORIAL AIRPORT, ALONG THE SOUTHEAST EDGE
 OJ1084'AND NEAR THE SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---HURON
 OJ1084'COUNTY, C/O AIRPORT MANAGER GARRETT KLADZYK, 352 THOMPSON ROAD, BAD
 OJ1084'AXE MI 48413.  PHONE IS (517) 269-6511 OR HOME (517) 269-8235.
 OJ1084'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 53 AND 142
 OJ1084'(HURON AVENUE) IN BAD AXE, GO EAST FOR 1.6 KM (1.00 MI) TO A PAVED
 OJ1084'CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 1.6 KM (1.00 MI) ON NUGENT
 OJ1084'ROAD TO A PAVED CROSSROAD.  TURN RIGHT AND GO WEST FOR 0.3 KM
 OJ1084'(0.20 MI) ON THOMPSON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 OJ1084'SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 OJ1084'PARKING AREA.  TURN LEFT AND GO SOUTH FOR 50 METERS ACROSS THE PARKING
 OJ1084'AREA TO A GATE AND THE AIRPORT OFFICE RIGHT.  CONTINUE SOUTH FOR 30
 OJ1084'METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND GO
 OJ1084'SOUTHEAST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1084'TAXIWAY TO THE PAVED RUNWAY.  TURN RIGHT AND GO SOUTHWEST FOR 0.9 KM
 OJ1084'(0.55 MI) ON THE PAVED RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE
 OJ1084'THE END OF THE RUNWAY.
 OJ1084'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1084'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 7.3 METERS IN A GREASE
 OJ1084'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1084'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1084'27.2 M (89.2 FT) EAST-NORTHEAST FROM THE SOUTHEAST CORNER OF THE PAVED
 OJ1084'RUNWAY, 20.0 M (65.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 OJ1084'RUNWAY, 12.8 M (42.0 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 OJ1084'A 0.4 METER SQUARE CONCRETE POST AND 9.8 M (32.2 FT) NORTHWEST FROM A
 OJ1084'CARSONITE WITNESS POST.
 OJ1084'DESCRIBED BY K.L. FANCHER.
 OJ1084'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1084
 OJ1084                          STATION RECOVERY (1990)
 OJ1084
 OJ1084'RECOVERED 1990
 OJ1084'RECOVERED IN GOOD CONDITION.
 OJ1084
 OJ1084                          STATION RECOVERY (1999)
 OJ1084
 OJ1084'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1480 ***********************************************************************
 NE1480  DESIGNATION -  AZALIA
 NE1480  PID         -  NE1480
 NE1480  STATE/COUNTY-  MI/MONROE
 NE1480  USGS QUAD   -  MILAN (1973)
 NE1480
 NE1480                         *CURRENT SURVEY CONTROL
 NE1480  ___________________________________________________________________
 NE1480* NAD 83(1994)-  42 01 08.76801(N)    083 40 14.30912(W)     ADJUSTED  
 NE1480* NAVD 88     -       205.     (meters)     673.     (feet)  SCALED    
 NE1480  ___________________________________________________________________
 NE1480  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NE1480  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE1480
 NE1480  HORZ ORDER  -  FIRST
 NE1480
 NE1480.The horizontal coordinates were established by classical geodetic methods
 NE1480.and adjusted by the National Geodetic Survey in February 1997..
 NE1480
 NE1480.The orthometric height was scaled from a topographic map.
 NE1480
 NE1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1480
 NE1480.The geoid height was determined by GEOID03.
 NE1480
 NE1480;                    North         East     Units Scale Factor Converg.
 NE1480;SPC MI S     -    57,900.103 4,057,649.476   MT  1.00002013   +0 28 25.2
 NE1480;SPC MI S     -   189,960.97 13,312,498.28   iFT  1.00002013   +0 28 25.2
 NE1480;UTM  17      - 4,655,347.977   278,881.535   MT  1.00020167   -1 47 18.2
 NE1480
 NE1480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1480!SPC MI S     -   0.99997333  x   1.00002013  =   0.99999346
 NE1480!UTM  17      -   0.99997333  x   1.00020167  =   1.00017500
 NE1480
 NE1480:                Primary Azimuth Mark                     Grid Az
 NE1480:SPC MI S     -  MILAN FEDERAL PRISON TANK                359 36 05.8
 NE1480:UTM  17      -  MILAN FEDERAL PRISON TANK                001 51 49.2
 NE1480
 NE1480|---------------------------------------------------------------------|
 NE1480| PID    Reference Object                     Distance      Geod. Az  |
 NE1480|                                                           dddmmss.s |
 NE1480| NE1481 MILAN FEDERAL PRISON TANK           APPROX. 8.5 KM 0000431.0 |
 NE1480| CH0760 AZALIA RM 1                          28.015 METERS 00831     |
 NE1480| MC1500 DUNDEE MUNICIPAL TANK               APPROX. 6.8 KM 1714259.4 |
 NE1480| MC1499 DUNDEE ST JOHNS EVAN LUTH CH        APPROX. 7.3 KM 1760718.1 |
 NE1480| CH0759 AZALIA AZ MK                                       2165553.2 |
 NE1480| CH0761 AZALIA RM 2                          31.854 METERS 26014     |
 NE1480| NE1482 MILAN MUNICIPAL TANK                APPROX. 7.2 KM 3530731.5 |
 NE1480|---------------------------------------------------------------------|
 NE1480
 NE1480                          SUPERSEDED SURVEY CONTROL
 NE1480
 NE1480  NAD 83(1986)-  42 01 08.77710(N)    083 40 14.33019(W) AD(       ) 1
 NE1480  NAD 27      -  42 01 08.61800(N)    083 40 14.55200(W) AD(       ) 1
 NE1480
 NE1480.Superseded values are not recommended for survey control.
 NE1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1480.See file dsdata.txt to determine how the superseded data were derived.
 NE1480
 NE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7888255348(NAD 83)
 NE1480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1480+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 NE1480
 NE1480  HISTORY     - Date     Condition        Report By
 NE1480  HISTORY     - 1943     MONUMENTED       CGS
 NE1480  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NE1480  HISTORY     - 1980     GOOD             MIDH
 NE1480  HISTORY     - 20010626 GOOD             INDIV
 NE1480
 NE1480                          STATION DESCRIPTION
 NE1480
 NE1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1480'STATION IS LOCATED ABOUT 0.25 MILE W OF THE VILLAGE OF AZALIA ON THE
 NE1480'N SIDE OF COUPER ROAD.  THE MARK
 NE1480'IS SET IN THE SE CORNER OF THE SCHOOL LOT OF DISTRICT 10 SCHOOL.
 NE1480'IT IS 46 FEET N OF THE CENTER LINE
 NE1480'OF COUPER ROAD AND 15.5 FEET W OF THE N-S FENCE LINE AND A REFERENCE
 NE1480'POST.  THE DISK IS STAMPED AZALIA 1943.
 NE1480'
 NE1480'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARK ARE BRONZE
 NE1480'DISKS SET IN
 NE1480'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1480'
 NE1480'REFERENCE MARK 2 IS 104.51 FEET W OF THE STATION.  IT IS 40
 NE1480'CORNER OF THE COAL
 NE1480'SHED AND 1.0 FOOT W OF THE N-S FENCE LINE.
 NE1480'THE DISK IS STAMPED AZALIA NO 1 1943.
 NE1480'
 NE1480'REFERENCE MARK 2 IS 104.51 FEET W OF THE STATION.  IT IS 40
 NE1480'FEET N OF THE
 NE1480'CENTER LINE OF COUPER ROAD AND 3.0 FEET NE OF A FENCE
 NE1480'CORNER.  THE DISK IS STAMPED
 NE1480'AZALIA NO 2 1943.
 NE1480'
 NE1480'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SW OF THE STATION.
 NE1480'IT IS 0.2 MILE S
 NE1480'OF THE JUNCTION OF COUPER AND CROWE ROADS, 29 FEET
 NE1480'E OF THE CENTER LINE OF CROWE ROAD,
 NE1480'17.6 FEET N OF A 24-INCH WALNUT
 NE1480'TREE AND 4.2 FEET S OF A REFERENCE POST.  THE DISK IS
 NE1480'STAMPED AZALIA 1943.
 NE1480'
 NE1480'TO REACH THE STATION FROM THE JUNCTION OF COUPER AND CROWE
 NE1480'ROADS, WHICH IS
 NE1480'ABOUT 0.5 MILE W OF THE VILLAGE OF AZALIA, GO E ON
 NE1480'COUPER ROAD FOR 0.2 MILE TO THE
 NE1480'STATION AT A SCHOOLHOUSE ON THE LEFT AS DESCRIBED.
 NE1480'
 NE1480'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON COUPER
 NE1480'ROAD FOR 0.2 MILE,
 NE1480'TURN LEFT ON CROWE ROAD AND GO 0.2 MILE TO THE
 NE1480'AZIMUTH ON THE LEFT AS DESCRIBED.
 NE1480'
 NE1480'HEIGHT OF LIGHT ABOVE STATION MARK-33 METERS.
 NE1480
 NE1480                          STATION RECOVERY (1973)
 NE1480
 NE1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1480'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1480'THE AZIMUTH MARK
 NE1480'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED BY
 NE1480'ROAD WORK.  THE DESCRIPTION IS GOOD
 NE1480'WITH THE FOLLOWING-
 NE1480'
 NE1480'THE SCHOOL IS NOW THE PRIVATE RESIDENCE OF MR. HILARIO ORIGEL
 NE1480'AND THE ADDRESS IS
 NE1480'15800 OSTRANDER ROAD.  ALL BUILDINGS AND FENCES ARE
 NE1480'THE SAME SO THE DESCRIPTION IS GOOD.
 NE1480'
 NE1480'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.25 MILE WEST OF
 NE1480'AZALIA
 NE1480
 NE1480                          STATION RECOVERY (1980)
 NE1480
 NE1480'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1480'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1480'THE DISTANCE BETWEEN STATION AND RM 1 IS 0.15 FEET SHORTER AND THE
 NE1480'ANGLE BETWEEN RM 2 AND RM 1 IS 3 MINUTES UNDER THE PREVIOUSLY RECORDED
 NE1480'FIGURES.  THIS APPEARS TO HAVE BEEN CAUSED BY AN 8 INCH ASH TREE
 NE1480'GROWING DIRECTLY BESIDE RM 1.  STATION MARK AND RM 2 APPEAR TO BE
 NE1480'UNDISTURBED.
 NE1480
 NE1480                          STATION RECOVERY (2001)
 NE1480
 NE1480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 NE1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1661 ***********************************************************************
 NE1661  DESIGNATION -  AZIMUTH MARK
 NE1661  PID         -  NE1661
 NE1661  STATE/COUNTY-  MI/LIVINGSTON
 NE1661  USGS QUAD   -  HAMBURG (1983)
 NE1661
 NE1661                         *CURRENT SURVEY CONTROL
 NE1661  ___________________________________________________________________
 NE1661* NAD 83(1994)-  42 27 19.66132(N)    083 48 04.61855(W)     ADJUSTED  
 NE1661* NAVD 88     -       276.1    (meters)     906.     (feet)  VERTCON   
 NE1661  ___________________________________________________________________
 NE1661  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 NE1661  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NE1661
 NE1661  HORZ ORDER  -  THIRD
 NE1661
 NE1661.The horizontal coordinates were established by classical geodetic methods
 NE1661.and adjusted by the National Geodetic Survey in February 1997..
 NE1661
 NE1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1661
 NE1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1661
 NE1661.The geoid height was determined by GEOID03.
 NE1661
 NE1661;                    North         East     Units Scale Factor Converg.
 NE1661;SPC MI S     -   106,286.495 4,046,503.572   MT  0.99993481   +0 23 05.1
 NE1661;SPC MI S     -   348,708.97 13,275,930.35   iFT  0.99993481   +0 23 05.1
 NE1661;UTM  17      - 4,704,150.150   269,657.841   MT  1.00025285   -1 53 30.3
 NE1661
 NE1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1661!SPC MI S     -   0.99996193  x   0.99993481  =   0.99989674
 NE1661!UTM  17      -   0.99996193  x   1.00025285  =   1.00021477
 NE1661
 NE1661                          SUPERSEDED SURVEY CONTROL
 NE1661
 NE1661  NAD 83(1986)-  42 27 19.66341(N)    083 48 04.64366(W) AD(       ) 3
 NE1661  NGVD 29 (04/09/92)  276.2    (m)          906.     (f) VERT ANG       
 NE1661
 NE1661.Superseded values are not recommended for survey control.
 NE1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1661.See file dsdata.txt to determine how the superseded data were derived.
 NE1661
 NE1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6965804150(NAD 83)
 NE1661_MARKER: DD = SURVEY DISK
 NE1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1661_SP_SET: CONCRETE POST
 NE1661_STAMPING: AZIMUTH MARK 1980
 NE1661_MARK LOGO: MIDH  
 NE1661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NE1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1661+STABILITY: SURFACE MOTION
 NE1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1661+SATELLITE: SATELLITE OBSERVATIONS - 1983
 NE1661
 NE1661  HISTORY     - Date     Condition        Report By
 NE1661  HISTORY     - 1983     MONUMENTED       MIDH
 NE1661  HISTORY     - 19990215 GOOD             USPSQD
 NE1661
 NE1661                          STATION DESCRIPTION
 NE1661
 NE1661'DESCRIBED BY MI DEPT OF HIGHWAYS 1983
 NE1661'AZIMUTH MARK 1980 (MIDOT) IS LOCATED IN QUAD. 420833, IN AN OPEN FIELD
 NE1661'BEHIND THE ALPINE FOOD CENTER IN HAMBURG, MICHIGAN.
 NE1661'TO REACH FROM THE POST OFFICE IN HAMBURG, WALK WESTERLY FOR ABOUT
 NE1661'156.06 M (512.01 FT) PASSING IN BEHIND THE ALPINE FOOD CENTER TO THE
 NE1661'STATION AS DESCRIBED.
 NE1661'STATION IS A STANDARD MICHIGAN DEPARTMENT OF TRANSPORTATION ALUMINUM
 NE1661'DISK SET INTO A 12 INCH ROUND CONCRETE MONUMENT, FLUSH WITH GROUND.
 NE1661'LOCATED 83.820 M (274.999 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 NE1661'THE ALPINE FOOD CENTER, 31.699 M (103.999 FT) SOUTH FROM A 12 INCH
 NE1661'CEDAR TREE, 25.603 M (83.999 FT) EAST-NORTHEAST FROM AN 8 INCH METAL
 NE1661'PIPE IN THE GROUND WITH ABOUT 4 FEET PROJECTING ABOVE GROUND, 21.336
 NE1661'M (70.000 FT) NORTHWEST FROM A 6 INCH CEDAR TREE AND 0.457 M
 NE1661'(1.499 FT) SOUTHWEST FROM A WITNESS POST.
 NE1661'A TRAVERSE CONNECTION WAS MADE TO STATION HAMBURG 2 1983 USING
 NE1661'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1661'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 NE1661'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NE1661
 NE1661                          STATION RECOVERY (1999)
 NE1661
 NE1661'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1767 ***********************************************************************
 NF1767  DESIGNATION -  AZO F
 NF1767  PID         -  NF1767
 NF1767  STATE/COUNTY-  MI/KALAMAZOO
 NF1767  USGS QUAD   -  PORTAGE (1979)
 NF1767
 NF1767                         *CURRENT SURVEY CONTROL
 NF1767  ___________________________________________________________________
 NF1767* NAD 83(1994)-  42 13 41.94837(N)    085 33 02.33101(W)     ADJUSTED  
 NF1767* NAVD 88     -       263.     (meters)     863.     (feet)  GPS OBS   
 NF1767  ___________________________________________________________________
 NF1767  X           -     366,955.719 (meters)                     COMP
 NF1767  Y           -  -4,715,907.248 (meters)                     COMP
 NF1767  Z           -   4,264,571.510 (meters)                     COMP
 NF1767  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NF1767  ELLIP HEIGHT-         230.48  (meters)          (07/17/02) GPS OBS
 NF1767  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF1767
 NF1767  HORZ ORDER  -  FIRST
 NF1767  ELLP ORDER  -  FOURTH    CLASS I
 NF1767
 NF1767.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 NF1767
 NF1767.The horizontal coordinates were established by GPS observations
 NF1767.and adjusted by the National Geodetic Survey in February 1997..
 NF1767.No horizontal observational check was made to the station.
 NF1767
 NF1767.The orthometric height was determined by GPS observations and a
 NF1767.high-resolution geoid model.
 NF1767.No vertical observational check was made to the station.
 NF1767
 NF1767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1767
 NF1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1767
 NF1767.The ellipsoidal height was determined by GPS observations
 NF1767.and is referenced to NAD 83.
 NF1767
 NF1767.The geoid height was determined by GEOID03.
 NF1767
 NF1767;                    North         East     Units Scale Factor Converg.
 NF1767;SPC MI S     -    81,587.817 3,902,263.676   MT  0.99997209   -0 48 20.6
 NF1767;SPC MI S     -   267,676.56 12,802,702.35   iFT  0.99997209   -0 48 20.6
 NF1767;UTM  16      - 4,676,143.533   619,603.144   MT  0.99977601   +0 58 27.1
 NF1767
 NF1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1767!SPC MI S     -   0.99996385  x   0.99997209  =   0.99993594
 NF1767!UTM  16      -   0.99996385  x   0.99977601  =   0.99973987
 NF1767
 NF1767                          SUPERSEDED SURVEY CONTROL
 NF1767
 NF1767  ELLIP H (02/03/97)  230.63   (m)                       GP(       ) 4 1
 NF1767  NAD 83(1986)-  42 13 41.95237(N)    085 33 02.34193(W) AD(       ) 1
 NF1767
 NF1767.Superseded values are not recommended for survey control.
 NF1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1767.See file dsdata.txt to determine how the superseded data were derived.
 NF1767
 NF1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1960376144(NAD 83)
 NF1767_MARKER: DD = SURVEY DISK
 NF1767_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NF1767_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NF1767_STAMPING: AZO F 1978
 NF1767_MARK LOGO: NOS   
 NF1767_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1767+SATELLITE: SATELLITE OBSERVATIONS - 1978
 NF1767
 NF1767  HISTORY     - Date     Condition        Report By
 NF1767  HISTORY     - 1978     MONUMENTED       NOS
 NF1767  HISTORY     - 19900531 GOOD             NGS
 NF1767
 NF1767                          STATION DESCRIPTION
 NF1767
 NF1767'DESCRIBED BY NATIONAL OCEAN SERVICE 1978
 NF1767'STATION IS LOCATED AT KALAMAZOO COUNTY AIRPORT IN THE GRASSY AREA
 NF1767'BETWEEN TAXIWAY B AND THE AIR MUSEUM.
 NF1767'TO REACH, GO TO THE KALAMAZOO COUNTY AIRPORT SOUTHEAST OF KALAMAZOO,
 NF1767'AND ON THE EAST SIDE OF PORTAGE ROAD.  AFTER OBTAINING PERMISSION AND
 NF1767'CLEARANCE, PROCEED TO THE GRASSY AREA WEST OF TAXIWAY B, AND EAST OF
 NF1767'THE FENCE AROUND THE AIR MUSEUM.
 NF1767'STATION IS MARKED BY A STANDARD NOS DISK STAMPED AZO F 1978 THAT IS
 NF1767'SURROUNDED BY A MASS OF CONCRETE, AND IS FLUSH. IT IS 67.15 M
 NF1767'(220.31 FT) NORTHWEST OF A TAXIWAY LIGHT, 66.69 M (218.80 FT)
 NF1767'SOUTHWEST OF ANOTHER TAXIWAY LIGHT, 44.8 M (146.98 FT) EAST OF
 NF1767'SOUTHEAST CORNER OF METAL FENCE POST OF FENCE AROUND AIR MUSEUM,
 NF1767'60.933 M (199.911 FT)    SOUTH OF STATION KALAPORT, AND 29.26 M
 NF1767'(96.00 FT) WEST OF TAXIWAY LIGHT B 23.
 NF1767'DESCRIBED BY PBW.
 NF1767
 NF1767                          STATION RECOVERY (1990)
 NF1767
 NF1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF1767'AZO F 1978 IS A STANDARD NOS DISK STAMPED AZO F 1978 SET IN CONCRETE
 NF1767'FLUSH WITH THE GROUND NEAR RWY END 35.  THE MARK IS LOCATED ON THE SW
 NF1767'RANGE OF A PAIR OF TAXIWAY LIGHTS, 220.3 FT (67.1 M) NW OF A TAXIWAY
 NF1767'LT, 218.8 FT (66.7 M) SW OF A TAXIWAY LT AND 147.0 FT (44.8 M) NE OF A
 NF1767'METAL FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8111 ***********************************************************************
 AA8111  CBN         -  This is a Cooperative Base Network Control Station.
 AA8111  PACS        -  This is a Primary Airport Control Station.
 AA8111  DESIGNATION -  AZO G
 AA8111  PID         -  AA8111
 AA8111  STATE/COUNTY-  MI/KALAMAZOO
 AA8111  USGS QUAD   -  PORTAGE (1979)
 AA8111
 AA8111                         *CURRENT SURVEY CONTROL
 AA8111  ___________________________________________________________________
 AA8111* NAD 83(1994)-  42 14 26.57218(N)    085 33 17.28119(W)     ADJUSTED  
 AA8111* NAVD 88     -       263.52   (meters)     864.6    (feet)  GPS OBS   
 AA8111  ___________________________________________________________________
 AA8111  X           -     366,542.174 (meters)                     COMP
 AA8111  Y           -  -4,715,011.099 (meters)                     COMP
 AA8111  Z           -   4,265,590.978 (meters)                     COMP
 AA8111  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AA8111  ELLIP HEIGHT-         230.48  (meters)          (07/12/02) GPS OBS
 AA8111  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AA8111
 AA8111  HORZ ORDER  -  B
 AA8111  ELLP ORDER  -  FOURTH    CLASS II
 AA8111
 AA8111.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 AA8111
 AA8111.The horizontal coordinates were established by GPS observations
 AA8111.and adjusted by the National Geodetic Survey in September 1995..
 AA8111
 AA8111.The orthometric height was determined by GPS observations and a
 AA8111.high-resolution geoid model.
 AA8111
 AA8111.GPS derived orthometric heights for airport stations designated as
 AA8111.PACS or SACS are published to 2 decimal places.  This maintains
 AA8111.centimeter relative accuracy between the PACS and SACS.  It does
 AA8111.not indicate centimeter accuracy relative to other marks which are
 AA8111.part of the NAVD 88 network.
 AA8111
 AA8111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8111
 AA8111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8111
 AA8111.The ellipsoidal height was determined by GPS observations
 AA8111.and is referenced to NAD 83.
 AA8111
 AA8111.The geoid height was determined by GEOID03.
 AA8111
 AA8111;                    North         East     Units Scale Factor Converg.
 AA8111;SPC MI S     -    82,969.335 3,901,940.317   MT  0.99996965   -0 48 30.8
 AA8111;SPC MI S     -   272,209.10 12,801,641.46   iFT  0.99996965   -0 48 30.8
 AA8111;UTM  16      - 4,677,514.072   619,237.098   MT  0.99977493   +0 58 17.9
 AA8111
 AA8111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8111!SPC MI S     -   0.99996385  x   0.99996965  =   0.99993350
 AA8111!UTM  16      -   0.99996385  x   0.99977493  =   0.99973879
 AA8111
 AA8111:                Primary Azimuth Mark                     Grid Az
 AA8111:SPC MI S     -  AZO H                                    160 25 47.4
 AA8111:UTM  16      -  AZO H                                    158 38 58.7
 AA8111
 AA8111|---------------------------------------------------------------------|
 AA8111| PID    Reference Object                     Distance      Geod. Az  |
 AA8111|                                                           dddmmss.s |
 AA8111| DH6850 AZO H                               APPROX. 0.6 KM 1593716.6 |
 AA8111|---------------------------------------------------------------------|
 AA8111
 AA8111                          SUPERSEDED SURVEY CONTROL
 AA8111
 AA8111  ELLIP H (09/20/95)  230.50   (m)                       GP(       ) 1 2
 AA8111
 AA8111.Superseded values are not recommended for survey control.
 AA8111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8111.See file dsdata.txt to determine how the superseded data were derived.
 AA8111
 AA8111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1923777514(NAD 83)
 AA8111_MARKER: I = METAL ROD
 AA8111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8111_STAMPING: AZO G 1994
 AA8111_MARK LOGO: NGS   
 AA8111_PROJECTION: FLUSH
 AA8111_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8111+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AA8111_ROD/PIPE-DEPTH: 18.3 meters
 AA8111_SLEEVE-DEPTH  : 1.20 meters
 AA8111
 AA8111  HISTORY     - Date     Condition        Report By
 AA8111  HISTORY     - 1994     MONUMENTED       NGS
 AA8111  HISTORY     - 19980810 GOOD             JCLS
 AA8111  HISTORY     - 20050629 GOOD             WOOLPT
 AA8111
 AA8111                          STATION DESCRIPTION
 AA8111
 AA8111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8111'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF KALAMAZOO, AT THE
 AA8111'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, OUTSIDE THE PERIMETER
 AA8111'FENCE, IN A LAWN BETWEEN A PARKING LOT AND THE COUNTY
 AA8111'FIRE-CRASH-RESCUE BUILDING, IN THE SOUTHEAST 1/4 OF SECTION 2, T 3 S,
 AA8111'R 11 W.  OWNERSHIP--KALAMAZOO COUNTY.  AIRPORT MANAGER IS KENNETH
 AA8111'POTTS, PHONE 616-388-3668.  ESCORT NOT REQUIRED.  TO REACH FROM THE
 AA8111'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND PORTAGE ROAD
 AA8111'(EXIT 78) ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE ROAD FOR
 AA8111'0.34 KM (0.20 MI) TO A CROSSROAD.  TURN LEFT, EAST, ON FAIRFIELD ROAD
 AA8111'FOR 0.40 KM (0.25 MI) TO A ROAD RIGHT LEADING TO THE TERMINAL
 AA8111'BUILDING.  TURN RIGHT, SOUTHERLY, ON ROAD FOR 0.12 KM (0.05 MI) TO THE
 AA8111'STATION ON THE LEFT.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION
 AA8111'IS 42.4 M (139.1 FT) EAST-SOUTHEAST OF THE ROAD CENTER, 24.6 M (80.7
 AA8111'FT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE RESCUE BUILDING,
 AA8111'4.3 M (14.1 FT) NORTH OF A METAL GUARDRAIL AT NORTH EDGE OF A PARKING
 AA8111'LOT, 10.5 M (34.4 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AA8111'HIGH PERIMETER FENCE, 13.3 M (43.6 FT) SOUTH-SOUTHEAST OF THE CENTER
 AA8111'OF A ROUND DRAIN COVER, AND 9.8 M (32.2 FT) WEST OF A FIBERGLASS
 AA8111'WITNESS POST IN THE PERIMETER FENCE.
 AA8111
 AA8111                          STATION RECOVERY (1998)
 AA8111
 AA8111'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA8111'RECOVERED IN GOOD CONDITION.
 AA8111
 AA8111                          STATION RECOVERY (2005)
 AA8111
 AA8111'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005
 AA8111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6850 ***********************************************************************
 DH6850  PACS        -  This is a Primary Airport Control Station.
 DH6850  DESIGNATION -  AZO H
 DH6850  PID         -  DH6850
 DH6850  STATE/COUNTY-  MI/KALAMAZOO
 DH6850  USGS QUAD   -  PORTAGE (1979)
 DH6850
 DH6850                         *CURRENT SURVEY CONTROL
 DH6850  ___________________________________________________________________
 DH6850* NAD 83(1994)-  42 14 08.10429(N)    085 33 08.04946(W)     ADJUSTED  
 DH6850* NAVD 88     -       263.90   (meters)     865.8    (feet)  GPS OBS   
 DH6850  ___________________________________________________________________
 DH6850  X           -     366,782.930 (meters)                     COMP
 DH6850  Y           -  -4,715,376.875 (meters)                     COMP
 DH6850  Z           -   4,265,169.344 (meters)                     COMP
 DH6850  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DH6850  ELLIP HEIGHT-         230.86  (meters)          (08/26/05) GPS OBS
 DH6850  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DH6850
 DH6850  HORZ ORDER  -  B
 DH6850  ELLP ORDER  -  FOURTH    CLASS I
 DH6850
 DH6850.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DH6850
 DH6850.The horizontal coordinates were established by GPS observations
 DH6850.and adjusted by the WOOLPERT CONSULTANTS in August 2005..
 DH6850
 DH6850.The orthometric height was determined by GPS observations and a
 DH6850.high-resolution geoid model.
 DH6850
 DH6850.GPS derived orthometric heights for airport stations designated as
 DH6850.PACS or SACS are published to 2 decimal places.  This maintains
 DH6850.centimeter relative accuracy between the PACS and SACS.  It does
 DH6850.not indicate centimeter accuracy relative to other marks which are
 DH6850.part of the NAVD 88 network.
 DH6850
 DH6850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6850
 DH6850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6850
 DH6850.The ellipsoidal height was determined by GPS observations
 DH6850.and is referenced to NAD 83.
 DH6850
 DH6850.The geoid height was determined by GEOID03.
 DH6850
 DH6850;                    North         East     Units Scale Factor Converg.
 DH6850;SPC MI S     -    82,396.599 3,902,143.923   MT  0.99997066   -0 48 24.5
 DH6850;SPC MI S     -   270,330.05 12,802,309.46   iFT  0.99997066   -0 48 24.5
 DH6850;UTM  16      - 4,676,948.047   619,458.355   MT  0.99977558   +0 58 23.8
 DH6850
 DH6850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6850!SPC MI S     -   0.99996379  x   0.99997066  =   0.99993445
 DH6850!UTM  16      -   0.99996379  x   0.99977558  =   0.99973938
 DH6850
 DH6850:                Primary Azimuth Mark                     Grid Az
 DH6850:SPC MI S     -  AZO G                                    340 25 47.3
 DH6850:UTM  16      -  AZO G                                    338 38 59.0
 DH6850
 DH6850|---------------------------------------------------------------------|
 DH6850| PID    Reference Object                     Distance      Geod. Az  |
 DH6850|                                                           dddmmss.s |
 DH6850| AA8111 AZO G                               APPROX. 0.6 KM 3393722.8 |
 DH6850|---------------------------------------------------------------------|
 DH6850
 DH6850                          SUPERSEDED SURVEY CONTROL
 DH6850
 DH6850.No superseded survey control is available for this station.
 DH6850
 DH6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1945876948(NAD 83)
 DH6850_MARKER: I = METAL ROD
 DH6850_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH6850_STAMPING: AZO H 2005
 DH6850_MARK LOGO: WOOLPT
 DH6850_PROJECTION: FLUSH
 DH6850_MAGNETIC: I = MARKER IS A STEEL ROD
 DH6850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6850+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 DH6850_ROD/PIPE-DEPTH: 21.0 meters
 DH6850_SLEEVE-DEPTH  : 0.9 meters
 DH6850
 DH6850  HISTORY     - Date     Condition        Report By
 DH6850  HISTORY     - 20050628 MONUMENTED       WOOLPT
 DH6850
 DH6850                          STATION DESCRIPTION
 DH6850
 DH6850'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CTS)
 DH6850'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF KALAMAZOO, AT THE
 DH6850'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, IN THE GRASS MID-FIELD
 DH6850'AREA, SOUTH OF THE VOR. OWNERSHIP--KALAMAZOO COUNTY. AIRPORT ASSISTANT
 DH6850'DIRECTOR IS KENNETH POTTS, PHONE 269-388-3668. ARRANGEMENTS TO ACCESS
 DH6850'THE AIRFIELD MUST BE MADE 48 HOURS IN ADVANCE, ESCORT IS REQURIED ON
 DH6850'AIRFIELD.
 DH6850' 
 DH6850'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 DH6850'AND PORTAGE ROAD ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE
 DH6850'ROAD FOR 1 KM (0.6 MI) TO DUNCAN AVIATION ON THE LEFT, TURN LEFT AND
 DH6850'GO  EASTERLY THROUGH SECURITY GATE NO. 21 ONTO RAMP, CONTINUE EASTERLY
 DH6850'ON RAMP FOR 0.4 KM (0.25 MI) TO TAXIWAY A ON THE RIGHT, TURN RIGHT AND
 DH6850'GO SOUTHERLY ON TAXIWAY A FOR 0.4 (0.25 MI), CROSSING RUNWAY 05/23, TO
 DH6850'STATION ON LEFT. ACCESS COVER IS FLUSH WITH THE GROUND.
 DH6850' 
 DH6850'STATION IS 55.9 M (317.5 FT) SOUTHEAST OF A WIND GAUGE TOWER, 72.5 M
 DH6850'(238.0 FT) NORTH OF A SIGN DENOTING --ON TAXIWAY G AT TAXIWAY A--
 DH6850'SIGN, 70.3 M (230.5 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DH6850'SIGN DENOTING --ON TAXIWAY A AT TAXIWAY G--, AND 55.9 M (183.5 FT)
 DH6850'EAST OF NSRS STATION --ARP-(PID NF0656) SET IN THE BASE OF A LIGHT
 DH6850'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6851 ***********************************************************************
 DH6851  SACS        -  This is a Secondary Airport Control Station.
 DH6851  DESIGNATION -  AZO I
 DH6851  PID         -  DH6851
 DH6851  STATE/COUNTY-  MI/KALAMAZOO
 DH6851  USGS QUAD   -  PORTAGE (1979)
 DH6851
 DH6851                         *CURRENT SURVEY CONTROL
 DH6851  ___________________________________________________________________
 DH6851* NAD 83(1994)-  42 13 46.37904(N)    085 33 03.82443(W)     ADJUSTED  
 DH6851* NAVD 88     -       263.93   (meters)     865.9    (feet)  GPS OBS   
 DH6851  ___________________________________________________________________
 DH6851  X           -     366,914.470 (meters)                     COMP
 DH6851  Y           -  -4,715,818.592 (meters)                     COMP
 DH6851  Z           -   4,264,673.010 (meters)                     COMP
 DH6851  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DH6851  ELLIP HEIGHT-         230.88  (meters)          (08/26/05) GPS OBS
 DH6851  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 DH6851
 DH6851  HORZ ORDER  -  FIRST
 DH6851  ELLP ORDER  -  FOURTH    CLASS I
 DH6851
 DH6851.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DH6851
 DH6851.The horizontal coordinates were established by GPS observations
 DH6851.and adjusted by the WOOLPERT CONSULTANTS in August 2005..
 DH6851
 DH6851.The orthometric height was determined by GPS observations and a
 DH6851.high-resolution geoid model.
 DH6851
 DH6851.GPS derived orthometric heights for airport stations designated as
 DH6851.PACS or SACS are published to 2 decimal places.  This maintains
 DH6851.centimeter relative accuracy between the PACS and SACS.  It does
 DH6851.not indicate centimeter accuracy relative to other marks which are
 DH6851.part of the NAVD 88 network.
 DH6851
 DH6851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6851
 DH6851.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6851
 DH6851.The ellipsoidal height was determined by GPS observations
 DH6851.and is referenced to NAD 83.
 DH6851
 DH6851.The geoid height was determined by GEOID03.
 DH6851
 DH6851;                    North         East     Units Scale Factor Converg.
 DH6851;SPC MI S     -    81,724.989 3,902,231.357   MT  0.99997184   -0 48 21.7
 DH6851;SPC MI S     -   268,126.60 12,802,596.32   iFT  0.99997184   -0 48 21.7
 DH6851;UTM  16      - 4,676,279.609   619,566.587   MT  0.99977590   +0 58 26.2
 DH6851
 DH6851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6851!SPC MI S     -   0.99996379  x   0.99997184  =   0.99993563
 DH6851!UTM  16      -   0.99996379  x   0.99977590  =   0.99973970
 DH6851
 DH6851                          SUPERSEDED SURVEY CONTROL
 DH6851
 DH6851.No superseded survey control is available for this station.
 DH6851
 DH6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1956776280(NAD 83)
 DH6851_MARKER: DD = SURVEY DISK
 DH6851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6851_STAMPING: AZO I 2005
 DH6851_MARK LOGO: WOOLPT
 DH6851_PROJECTION: FLUSH
 DH6851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6851+STABILITY: SURFACE MOTION
 DH6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6851+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 DH6851
 DH6851  HISTORY     - Date     Condition        Report By
 DH6851  HISTORY     - 20050628 MONUMENTED       WOOLPT
 DH6851
 DH6851                          STATION DESCRIPTION
 DH6851
 DH6851'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CTS)
 DH6851'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF KALAMAZOO, AT THE
 DH6851'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, IN THE GRASS AREA
 DH6851'BETWEEN THE AVIATION MUSEUM AND TAXIWAY B-S. OWNERSHIP--KALAMAZOO
 DH6851'COUNTY.  AIRPORT ASSISTANT DIRECTOR IS KENNETH POTTS, PHONE
 DH6851'269-388-3668.  ARRANGEMENTS TO ACCESS THE AIRFIELD MUST BE MADE 48
 DH6851'HOURS IN ADVANCE,  ESCORT IS REQURIED ON AIRFIELD.
 DH6851' 
 DH6851'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 DH6851'AND PORTAGE ROAD ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE
 DH6851'ROAD FOR 1.6 KM (1.0 MI) TO MILHAM ROAD. TURN LEFT AND GO EASTERLY  ON
 DH6851'MILHAM RD. FOR 0.4 KM (0.25 MI) TO THE AIRPORT SECURITY GATE  NO. 15
 DH6851'ON THE LEFT. TURN LEFT, AND GO NORTHERLY THROUGH SECURITY GATE FOR 0.1
 DH6851'KM (0.1 MI) TO THE PERIMETER ROAD ON YOUR RIGHT, TURN RIGHT AND GO
 DH6851'EASTERLY FOR 0.3 KM (0.2 MI) TO THE AVIATION MUSEUM ON THE RIGHT AND
 DH6851'THE STATION ON THE LEFT. THE DISK IS SET FLUSH WITH THE GROUND.
 DH6851' 
 DH6851'STATION IS 59.5 M (195.2 FT) SOUTH OF THE SOUTH EDGE OF THE AVIATION
 DH6851'MUSEUM TAXIWAY, 46.6 M (153.0 FT) EAST SOUTHEAST OF THE SOUTHEAST
 DH6851'CORNER  OF THE AVIATION MUSEUM RAMP, AND 43.6 M (143.0 FT) WEST OF THE
 DH6851'WESTERN  EDGE OF TAXIWAY B-S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6852 ***********************************************************************
 DH6852  SACS        -  This is a Secondary Airport Control Station.
 DH6852  DESIGNATION -  AZO J
 DH6852  PID         -  DH6852
 DH6852  STATE/COUNTY-  MI/KALAMAZOO
 DH6852  USGS QUAD   -  PORTAGE (1979)
 DH6852
 DH6852                         *CURRENT SURVEY CONTROL
 DH6852  ___________________________________________________________________
 DH6852* NAD 83(1994)-  42 14 36.65538(N)    085 33 00.68134(W)     ADJUSTED  
 DH6852* NAVD 88     -       260.00   (meters)     853.0    (feet)  GPS OBS   
 DH6852  ___________________________________________________________________
 DH6852  X           -     366,905.199 (meters)                     COMP
 DH6852  Y           -  -4,714,770.457 (meters)                     COMP
 DH6852  Z           -   4,265,818.944 (meters)                     COMP
 DH6852  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DH6852  ELLIP HEIGHT-         226.96  (meters)          (08/26/05) GPS OBS
 DH6852  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DH6852
 DH6852  HORZ ORDER  -  FIRST
 DH6852  ELLP ORDER  -  FOURTH    CLASS I
 DH6852
 DH6852.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 DH6852
 DH6852.The horizontal coordinates were established by GPS observations
 DH6852.and adjusted by the WOOLPERT CONSULTANTS in August 2005..
 DH6852
 DH6852.The orthometric height was determined by GPS observations and a
 DH6852.high-resolution geoid model.
 DH6852
 DH6852.GPS derived orthometric heights for airport stations designated as
 DH6852.PACS or SACS are published to 2 decimal places.  This maintains
 DH6852.centimeter relative accuracy between the PACS and SACS.  It does
 DH6852.not indicate centimeter accuracy relative to other marks which are
 DH6852.part of the NAVD 88 network.
 DH6852
 DH6852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6852
 DH6852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6852
 DH6852.The ellipsoidal height was determined by GPS observations
 DH6852.and is referenced to NAD 83.
 DH6852
 DH6852.The geoid height was determined by GEOID03.
 DH6852
 DH6852;                    North         East     Units Scale Factor Converg.
 DH6852;SPC MI S     -    83,275.052 3,902,325.228   MT  0.99996911   -0 48 19.5
 DH6852;SPC MI S     -   273,212.11 12,802,904.29   iFT  0.99996911   -0 48 19.5
 DH6852;UTM  16      - 4,677,831.537   619,612.254   MT  0.99977604   +0 58 29.3
 DH6852
 DH6852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6852!SPC MI S     -   0.99996441  x   0.99996911  =   0.99993352
 DH6852!UTM  16      -   0.99996441  x   0.99977604  =   0.99974045
 DH6852
 DH6852                          SUPERSEDED SURVEY CONTROL
 DH6852
 DH6852.No superseded survey control is available for this station.
 DH6852
 DH6852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1961277832(NAD 83)
 DH6852_MARKER: DD = SURVEY DISK
 DH6852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6852_STAMPING: AZO J 2005
 DH6852_MARK LOGO: WOOLPT
 DH6852_PROJECTION: FLUSH
 DH6852_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6852+STABILITY: SURFACE MOTION
 DH6852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6852+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 DH6852
 DH6852  HISTORY     - Date     Condition        Report By
 DH6852  HISTORY     - 20050628 MONUMENTED       WOOLPT
 DH6852
 DH6852                          STATION DESCRIPTION
 DH6852
 DH6852'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CTS)
 DH6852'STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) SOUTH OF KALAMAZOO, AT THE
 DH6852'KALAMAZOO-BATTLE CREEK INTERNATIONAL AIRPORT, IN THE GRASS AREA
 DH6852'BETWEEN EAST OF RUNWAY 17. OWNERSHIP--KALAMAZOO COUNTY. AIRPORT
 DH6852'ASSISTANT DIRECTOR IS KENNETH POTTS, PHONE 269-388-3668. ARRANGEMENTS
 DH6852'TO ACCESS THE AIRFIELD MUST BE MADE 48 HOURS IN ADVANCE, ESCORT IS
 DH6852'REQURIED ON AIRFIELD.
 DH6852' 
 DH6852'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 94
 DH6852'AND PORTAGE ROAD ON THE SOUTH SIDE OF KALAMAZOO, GO SOUTH ON PORTAGE
 DH6852'ROAD FOR 1.0 KM (0.6 MI) TO DUNCAN AVIATION ON THE LEFT. TURN LEFT AND
 DH6852'PROCEED EASTERLY THROUGH SECURITY GATE NO. 21 ONTO RAMP. CONTINUE
 DH6852'ALONG RAMP FOR 0.6 KM (0.4 MI) TO THE AZO RESCUE BUILDING AND GRAVEL
 DH6852'PERIMETERROAD. CONTINUE NORTHEASTERLY ALONG PERIMETER ROAD FOR 0.9 KM
 DH6852'(0.5 MI) TO STATION ON RIGHT. THE DISK IS SET FLUSH WITH THE GROUND.
 DH6852' 
 DH6852'STATION IS APPROXIMATELY 137 M (450 FT) SOUTH OF GRAVEL PERIMETER
 DH6852'ROAD, 93.8 M (307.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DH6852'WESTERN  MICHIGAN UNIVERSITY HANGER, 77.4 M (254.0 FT) EAST OF THE
 DH6852'EAST EDGE OF A CONCRETE CULVERT, AND 70.3 M (230.8 FT) WEST SOUTH WEST
 DH6852'OF THE  SOUTHWEST CORNER OF THE WESTERN MICHIGAN UNIVERSITY RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0053 ***********************************************************************
 NF0053  DESIGNATION -  B
 NF0053  PID         -  NF0053
 NF0053  STATE/COUNTY-  MI/INGHAM
 NF0053  USGS QUAD   -  EAST LANSING (1970)
 NF0053
 NF0053                         *CURRENT SURVEY CONTROL
 NF0053  ___________________________________________________________________
 NF0053* NAD 83(1986)-  42 43 17.     (N)    084 27 45.     (W)     SCALED    
 NF0053* NAVD 88     -       259.566  (meters)     851.59   (feet)  ADJUSTED  
 NF0053  ___________________________________________________________________
 NF0053  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0053  DYNAMIC HT  -         259.494 (meters)     851.36  (feet)  COMP
 NF0053  MODELED GRAV-     980,334.7   (mgal)                       NAVD 88
 NF0053
 NF0053  VERT ORDER  -  SECOND    CLASS 0
 NF0053
 NF0053.The horizontal coordinates were scaled from a topographic map and have
 NF0053.an estimated accuracy of +/- 6 seconds.
 NF0053
 NF0053.The orthometric height was determined by differential leveling
 NF0053.and adjusted by the National Geodetic Survey in June 1991..
 NF0053
 NF0053.The geoid height was determined by GEOID03.
 NF0053
 NF0053.The dynamic height is computed by dividing the NAVD 88
 NF0053.geopotential number by the normal gravity value computed on the
 NF0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0053.degrees latitude (g = 980.6199 gals.).
 NF0053
 NF0053.The modeled gravity was interpolated from observed gravity values.
 NF0053
 NF0053;                    North         East    Units  Estimated Accuracy
 NF0053;SPC MI S     -   135,670.    3,992,150.      MT  (+/- 180 meters Scaled)
 NF0053
 NF0053                          SUPERSEDED SURVEY CONTROL
 NF0053
 NF0053  NGVD 29 (??/??/92)  259.698  (m)          852.03   (f) ADJ UNCH    2 0
 NF0053
 NF0053.Superseded values are not recommended for survey control.
 NF0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0053.See file dsdata.txt to determine how the superseded data were derived.
 NF0053
 NF0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN077329(NAD 83)
 NF0053_MARKER: DD = SURVEY DISK
 NF0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0053_STAMPING: B
 NF0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0053+STABILITY: SURFACE MOTION
 NF0053
 NF0053  HISTORY     - Date     Condition        Report By
 NF0053  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0053  HISTORY     - 1934     GOOD             NGS
 NF0053  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0053  HISTORY     - 1989     POOR             USPSQD
 NF0053
 NF0053                          STATION DESCRIPTION
 NF0053
 NF0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0053'3.6 MI W FROM HASLETT.
 NF0053'3.6 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0053'STATION AT HASLETT, INGHAM COUNTY, 0.7 MILE EAST OF FARM LANE,
 NF0053'0.5 MILE EAST OF MILEPOST C 225, AT THE CROSSING OF HAYDON ROAD,
 NF0053'52.1 FEET NORTH OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0053'ROAD WITH THE NORTH RAIL OF THE NORTH TRACK, 14 YARDS NORTH
 NF0053'OF THE NORTH RAIL OF THE NORTH TRACK, 7.2 FEET EAST OF THE
 NF0053'SOUTHEAST CORNER OF A FENCE, AND IN LINE WITH THE RIGHT-OF-WAY
 NF0053'FENCE.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED B AND
 NF0053'SET IN THE TOP OF A CONCRETE POST.
 NF0053
 NF0053                          STATION RECOVERY (1977)
 NF0053
 NF0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0053'MARK NOT FOUND.
 NF0053
 NF0053                          STATION RECOVERY (1989)
 NF0053
 NF0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0053'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0012 ***********************************************************************
 NG0012  DESIGNATION -  B 1 USGS
 NG0012  PID         -  NG0012
 NG0012  STATE/COUNTY-  MI/OTTAWA
 NG0012  USGS QUAD   -  HOLLAND EAST (1980)
 NG0012
 NG0012                         *CURRENT SURVEY CONTROL
 NG0012  ___________________________________________________________________
 NG0012* NAD 83(1986)-  42 47 19.     (N)    086 06 31.     (W)     SCALED    
 NG0012* NAVD 88     -       185.961  (meters)     610.11   (feet)  ADJUSTED  
 NG0012  ___________________________________________________________________
 NG0012  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0012  DYNAMIC HT  -         185.916 (meters)     609.96  (feet)  COMP
 NG0012  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 NG0012
 NG0012  VERT ORDER  -  FIRST     CLASS II
 NG0012
 NG0012.The horizontal coordinates were scaled from a topographic map and have
 NG0012.an estimated accuracy of +/- 6 seconds.
 NG0012
 NG0012.The orthometric height was determined by differential leveling
 NG0012.and adjusted by the National Geodetic Survey in June 1991..
 NG0012
 NG0012.The geoid height was determined by GEOID03.
 NG0012
 NG0012.The dynamic height is computed by dividing the NAVD 88
 NG0012.geopotential number by the normal gravity value computed on the
 NG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0012.degrees latitude (g = 980.6199 gals.).
 NG0012
 NG0012.The modeled gravity was interpolated from observed gravity values.
 NG0012
 NG0012;                    North         East    Units  Estimated Accuracy
 NG0012;SPC MI S     -   144,610.    3,857,500.      MT  (+/- 180 meters Scaled)
 NG0012
 NG0012                          SUPERSEDED SURVEY CONTROL
 NG0012
 NG0012  NGVD 29 (??/??/92)  186.112  (m)          610.60   (f) ADJ UNCH    1 2
 NG0012
 NG0012.Superseded values are not recommended for survey control.
 NG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0012.See file dsdata.txt to determine how the superseded data were derived.
 NG0012
 NG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN729377(NAD 83)
 NG0012_MARKER: DD = SURVEY DISK
 NG0012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0012_SP_SET: BANISTER
 NG0012_STAMPING: 610.602 B 1 1928
 NG0012_MARK LOGO: USGS  
 NG0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0012+STABILITY: POSITION/ELEVATION WELL
 NG0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0012+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 NG0012
 NG0012  HISTORY     - Date     Condition        Report By
 NG0012  HISTORY     - 1928     MONUMENTED       USGS
 NG0012  HISTORY     - 1944     GOOD             NGS
 NG0012  HISTORY     - 1983     GOOD             USPSQD
 NG0012  HISTORY     - 1984     GOOD             NGS
 NG0012  HISTORY     - 1987     GOOD             USPSQD
 NG0012  HISTORY     - 1988     GOOD             USPSQD
 NG0012  HISTORY     - 19970308 GOOD             USPSQD
 NG0012  HISTORY     - 20040429 GOOD             INDIV
 NG0012
 NG0012                          STATION DESCRIPTION
 NG0012
 NG0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NG0012'IN HOLLAND.
 NG0012'AT HOLLAND, OTTAWA COUNTY, AT THE SOUTH ENTRANCE TO THE POST
 NG0012'OFFICE, IN THE HEAD OF THE WEST BANISTER, AND 3 FEET HIGHER THAN
 NG0012'THE GROUND.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 NG0012'610.602 B 1 1928.
 NG0012
 NG0012                          STATION RECOVERY (1983)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (1984)
 NG0012
 NG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HOLLAND,
 NG0012'LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF RIVER AVENUE
 NG0012'AND 10TH STREET, SET VERTICALLY IN THE SOUTH FACE OF THE WEST BANISTER
 NG0012'AT THE SOUTH ENTRANCE TO THE POST OFFICE, 0.2 KM (0.1 MI) NORTH OF THE
 NG0012'HOLLAND CITY HALL, 18.20 METERS (59.8 FT) EAST OF THE CENTER OF RIVER
 NG0012'AVENUE, AND 10.9 METERS (35.8 FT) NORTH OF THE CENTER OF 10TH STREET.
 NG0012'THE MARK IS 0.76 M ABOVE 10TH STREET.
 NG0012
 NG0012                          STATION RECOVERY (1987)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (1988)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (1997)
 NG0012
 NG0012'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0012'RECOVERED IN GOOD CONDITION.
 NG0012
 NG0012                          STATION RECOVERY (2004)
 NG0012
 NG0012'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0539 ***********************************************************************
 NF0539  DESIGNATION -  B 10
 NF0539  PID         -  NF0539
 NF0539  STATE/COUNTY-  MI/KALAMAZOO
 NF0539  USGS QUAD   -  KALAMAZOO (1995)
 NF0539
 NF0539                         *CURRENT SURVEY CONTROL
 NF0539  ___________________________________________________________________
 NF0539* NAD 83(1986)-  42 17 44.     (N)    085 35 00.     (W)     SCALED    
 NF0539* NAVD 88     -       237.894  (meters)     780.49   (feet)  ADJUSTED  
 NF0539  ___________________________________________________________________
 NF0539  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NF0539  DYNAMIC HT  -         237.821 (meters)     780.25  (feet)  COMP
 NF0539  MODELED GRAV-     980,306.4   (mgal)                       NAVD 88
 NF0539
 NF0539  VERT ORDER  -  FIRST     CLASS II
 NF0539
 NF0539.The horizontal coordinates were scaled from a topographic map and have
 NF0539.an estimated accuracy of +/- 6 seconds.
 NF0539
 NF0539.The orthometric height was determined by differential leveling
 NF0539.and adjusted by the National Geodetic Survey in June 1991..
 NF0539.WARNING-Repeat measurements at this control monument indicate possible
 NF0539.vertical movement.
 NF0539
 NF0539.The geoid height was determined by GEOID03.
 NF0539
 NF0539.The dynamic height is computed by dividing the NAVD 88
 NF0539.geopotential number by the normal gravity value computed on the
 NF0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0539.degrees latitude (g = 980.6199 gals.).
 NF0539
 NF0539.The modeled gravity was interpolated from observed gravity values.
 NF0539
 NF0539;                    North         East    Units  Estimated Accuracy
 NF0539;SPC MI S     -    89,090.    3,899,670.      MT  (+/- 180 meters Scaled)
 NF0539
 NF0539                          SUPERSEDED SURVEY CONTROL
 NF0539
 NF0539  NGVD 29 (01/19/93)  238.028  (m)          780.93   (f) ADJUSTED    1 2
 NF0539
 NF0539.Superseded values are not recommended for survey control.
 NF0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0539.See file dsdata.txt to determine how the superseded data were derived.
 NF0539
 NF0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM167835(NAD 83)
 NF0539_MARKER: DB = BENCH MARK DISK
 NF0539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0539_SP_SET: RAILROAD STATION BUILDING
 NF0539_STAMPING: B 10 1916 ELEV. 780.930 FT.
 NF0539_MARK LOGO: CGS   
 NF0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0539+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 NF0539
 NF0539  HISTORY     - Date     Condition        Report By
 NF0539  HISTORY     - 1916     MONUMENTED       CGS
 NF0539  HISTORY     - 1957     GOOD             NGS
 NF0539  HISTORY     - 1983     GOOD             USPSQD
 NF0539  HISTORY     - 1985     GOOD             NGS
 NF0539  HISTORY     - 19930105 GOOD             NGS
 NF0539  HISTORY     - 19950706 GOOD             MIDT
 NF0539  HISTORY     - 19970304 GOOD             USPSQD
 NF0539  HISTORY     - 20010528 GOOD             NGS
 NF0539  HISTORY     - 20021017 GOOD             USPSQD
 NF0539
 NF0539                          STATION DESCRIPTION
 NF0539
 NF0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0539'AT KALAMAZOO.
 NF0539'AT KALAMAZOO, KALAMAZOO COUNTY, AT THE MICHIGAN CENTRAL RAILROAD
 NF0539'STATION, IN THE EAST WALL, 1 FOOT SOUTH OF THE NORTHEAST CORNER,
 NF0539'AND 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED ELEV
 NF0539'780.930 FT B 10 1916.
 NF0539
 NF0539                          STATION RECOVERY (1983)
 NF0539
 NF0539'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0539'DISK IS IN ON OUTSIDE VERTICAL WALL. THERE IS A STEEL WITNESS POST
 NF0539'WITHOUT A SIGN.
 NF0539
 NF0539                          STATION RECOVERY (1985)
 NF0539
 NF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0539'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 NF0539'KALAMAZOO, AT THE INTERSECTION OF BURNICK STREET AND THE CONRAIL
 NF0539'RAILROAD, SET VERTICALLY IN THE EAST FACE OF THE BRICK WALL OF THE
 NF0539'GREYHOUND BUS AND AMTRAC RAILROAD STATIONS, 17.9 M (58.7 FT) WEST OF
 NF0539'THE CENTERLINE THE STREET, 9.1 M (29.9 FT) SOUTH OF THE NEAR RAIL OF
 NF0539'THE CONRAIL RAILROAD, AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER
 NF0539'OF THE BUILDING.
 NF0539'THE MARK IS 0.6 M ABOVE THE GROUND.
 NF0539
 NF0539                          STATION RECOVERY (1993)
 NF0539
 NF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0539'IN KALAMAZOO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND BURDICK
 NF0539'STREET, SET VERTICALLY IN THE EAST FACE OF THE RAILROAD STATION, 17.5
 NF0539'M (57.4 FT) WEST OF THE CENTERLINE OF THE STREET, 9.1 M (29.9 FT)
 NF0539'SOUTH OF THE NEAR RAIL, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE GROUND,
 NF0539'AND 0.3 M (1.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE STATION.
 NF0539
 NF0539                          STATION RECOVERY (1995)
 NF0539
 NF0539'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (CFS)
 NF0539'RECOVERED AS DESCRIBED.
 NF0539
 NF0539                          STATION RECOVERY (1997)
 NF0539
 NF0539'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0539'RECOVERED IN GOOD CONDITION.
 NF0539
 NF0539                          STATION RECOVERY (2001)
 NF0539
 NF0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0539'RECOVERED AS DESCRIBED.
 NF0539
 NF0539                          STATION RECOVERY (2002)
 NF0539
 NF0539'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0371 ***********************************************************************
 OJ0371  DESIGNATION -  B 101
 OJ0371  PID         -  OJ0371
 OJ0371  STATE/COUNTY-  MI/TUSCOLA
 OJ0371  USGS QUAD   -  VASSAR (1973)
 OJ0371
 OJ0371                         *CURRENT SURVEY CONTROL
 OJ0371  ___________________________________________________________________
 OJ0371* NAD 83(1986)-  43 21 46.     (N)    083 31 19.     (W)     SCALED    
 OJ0371* NAVD 88     -       207.104  (meters)     679.47   (feet)  ADJUSTED  
 OJ0371  ___________________________________________________________________
 OJ0371  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OJ0371  DYNAMIC HT  -         207.060 (meters)     679.33  (feet)  COMP
 OJ0371  MODELED GRAV-     980,403.8   (mgal)                       NAVD 88
 OJ0371
 OJ0371  VERT ORDER  -  SECOND    CLASS 0
 OJ0371
 OJ0371.The horizontal coordinates were scaled from a topographic map and have
 OJ0371.an estimated accuracy of +/- 6 seconds.
 OJ0371
 OJ0371.The orthometric height was determined by differential leveling
 OJ0371.and adjusted by the National Geodetic Survey in June 1991..
 OJ0371
 OJ0371.The geoid height was determined by GEOID03.
 OJ0371
 OJ0371.The dynamic height is computed by dividing the NAVD 88
 OJ0371.geopotential number by the normal gravity value computed on the
 OJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0371.degrees latitude (g = 980.6199 gals.).
 OJ0371
 OJ0371.The modeled gravity was interpolated from observed gravity values.
 OJ0371
 OJ0371;                    North         East    Units  Estimated Accuracy
 OJ0371;SPC MI S     -   207,260.    4,068,470.      MT  (+/- 180 meters Scaled)
 OJ0371
 OJ0371                          SUPERSEDED SURVEY CONTROL
 OJ0371
 OJ0371  NGVD 29 (??/??/92)  207.257  (m)          679.98   (f) ADJ UNCH    2 0
 OJ0371
 OJ0371.Superseded values are not recommended for survey control.
 OJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0371.See file dsdata.txt to determine how the superseded data were derived.
 OJ0371
 OJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ956041(NAD 83)
 OJ0371_MARKER: DB = BENCH MARK DISK
 OJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0371_STAMPING: B 101 1934
 OJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0371+STABILITY: SURFACE MOTION
 OJ0371
 OJ0371  HISTORY     - Date     Condition        Report By
 OJ0371  HISTORY     - 1934     MONUMENTED       CGS
 OJ0371  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0371
 OJ0371                          STATION DESCRIPTION
 OJ0371
 OJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0371'3 MI W FROM JUNIATA.
 OJ0371'3.0 MILES WEST ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 OJ0371'AT JUNIATA, TUSCOLA COUNTY, AT A DIRT-ROAD CROSSING 28 FEET WEST
 OJ0371'OF THE CENTERLINE OF THE ROAD, 27 FEET NORTH OF THE NORTH RAIL,
 OJ0371'4 FEET SOUTHEAST OF A FENCE CORNER, AND ABOUT 5 FEET LOWER THAN
 OJ0371'THE TRACK.  A STANDARD DISK, STAMPED B 101 1934 AND SET IN THE
 OJ0371'TOP OF A CONCRETE POST.  NOTE-- IN SEPTEMBER 1958, IT WAS
 OJ0371'REPORTED BY USGS THAT THE PERE MARQUETTE RAILWAY HAD BEEN
 OJ0371'PURCHASED BY THE CHESAPEAKE AND OHIO RAILWAY.
 OJ0371
 OJ0371                          STATION RECOVERY (1999)
 OJ0371
 OJ0371'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0088 ***********************************************************************
 OJ0088  DESIGNATION -  B 102
 OJ0088  PID         -  OJ0088
 OJ0088  STATE/COUNTY-  MI/SANILAC
 OJ0088  USGS QUAD   -  CARSONVILLE (1976)
 OJ0088
 OJ0088                         *CURRENT SURVEY CONTROL
 OJ0088  ___________________________________________________________________
 OJ0088* NAD 83(1986)-  43 25 30.     (N)    082 43 29.     (W)     SCALED    
 OJ0088* NAVD 88     -       227.805  (meters)     747.39   (feet)  ADJUSTED  
 OJ0088  ___________________________________________________________________
 OJ0088  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0088  DYNAMIC HT  -         227.759 (meters)     747.24  (feet)  COMP
 OJ0088  MODELED GRAV-     980,413.0   (mgal)                       NAVD 88
 OJ0088
 OJ0088  VERT ORDER  -  SECOND    CLASS 0
 OJ0088
 OJ0088.The horizontal coordinates were scaled from a topographic map and have
 OJ0088.an estimated accuracy of +/- 6 seconds.
 OJ0088
 OJ0088.The orthometric height was determined by differential leveling
 OJ0088.and adjusted by the National Geodetic Survey in June 1991..
 OJ0088
 OJ0088.The geoid height was determined by GEOID03.
 OJ0088
 OJ0088.The dynamic height is computed by dividing the NAVD 88
 OJ0088.geopotential number by the normal gravity value computed on the
 OJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0088.degrees latitude (g = 980.6199 gals.).
 OJ0088
 OJ0088.The modeled gravity was interpolated from observed gravity values.
 OJ0088
 OJ0088;                    North         East    Units  Estimated Accuracy
 OJ0088;SPC MI S     -   215,130.    4,132,940.      MT  (+/- 180 meters Scaled)
 OJ0088
 OJ0088                          SUPERSEDED SURVEY CONTROL
 OJ0088
 OJ0088  NGVD 29 (??/??/92)  227.927  (m)          747.79   (f) ADJ UNCH    2 0
 OJ0088
 OJ0088.Superseded values are not recommended for survey control.
 OJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0088.See file dsdata.txt to determine how the superseded data were derived.
 OJ0088
 OJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ603094(NAD 83)
 OJ0088_MARKER: DB = BENCH MARK DISK
 OJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0088_STAMPING: B 102 1934
 OJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0088+STABILITY: SURFACE MOTION
 OJ0088
 OJ0088  HISTORY     - Date     Condition        Report By
 OJ0088  HISTORY     - 1934     MONUMENTED       CGS
 OJ0088  HISTORY     - 1938     GOOD             NGS
 OJ0088  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0088
 OJ0088                          STATION DESCRIPTION
 OJ0088
 OJ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OJ0088'2.5 MI W FROM CARSONVILLE.
 OJ0088'2.5 MILES WEST ALONG STATE HIGHWAY 46 FROM THE CHESAPEAKE AND
 OJ0088'OHIO RAILWAY STATION AT CARSONVILLE, SANILAC COUNTY, 200 YARDS
 OJ0088'WEST OF THE BRIDGE OVER BLACK RIVER, 26 YARDS SOUTHWEST OF THE
 OJ0088'SOUTHWEST CORNER OF THE TWO-STORY FARMHOUSE OF MRS. DAVE CROREY,
 OJ0088'23.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 4.1 FEET SOUTH
 OJ0088'OF A WIRE FENCE, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 OJ0088'DISK, STAMPED B 102 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0088
 OJ0088                          STATION RECOVERY (1994)
 OJ0088
 OJ0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0174 ***********************************************************************
 OK0174  DESIGNATION -  B 103
 OK0174  PID         -  OK0174
 OK0174  STATE/COUNTY-  MI/GRATIOT
 OK0174  USGS QUAD   -  POMPEII (1965)
 OK0174
 OK0174                         *CURRENT SURVEY CONTROL
 OK0174  ___________________________________________________________________
 OK0174* NAD 83(1986)-  43 13 07.     (N)    084 30 33.     (W)     SCALED    
 OK0174* NAVD 88     -       208.838  (meters)     685.16   (feet)  ADJUSTED  
 OK0174  ___________________________________________________________________
 OK0174  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 OK0174  DYNAMIC HT  -         208.798 (meters)     685.03  (feet)  COMP
 OK0174  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OK0174
 OK0174  VERT ORDER  -  SECOND    CLASS 0
 OK0174
 OK0174.The horizontal coordinates were scaled from a topographic map and have
 OK0174.an estimated accuracy of +/- 6 seconds.
 OK0174
 OK0174.The orthometric height was determined by differential leveling
 OK0174.and adjusted by the National Geodetic Survey in June 1991..
 OK0174
 OK0174.The geoid height was determined by GEOID03.
 OK0174
 OK0174.The dynamic height is computed by dividing the NAVD 88
 OK0174.geopotential number by the normal gravity value computed on the
 OK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0174.degrees latitude (g = 980.6199 gals.).
 OK0174
 OK0174.The modeled gravity was interpolated from observed gravity values.
 OK0174
 OK0174;                    North         East    Units  Estimated Accuracy
 OK0174;SPC MI S     -   190,910.    3,988,420.      MT  (+/- 180 meters Scaled)
 OK0174
 OK0174                          SUPERSEDED SURVEY CONTROL
 OK0174
 OK0174  NGVD 29 (??/??/92)  209.002  (m)          685.70   (f) ADJ UNCH    2 0
 OK0174
 OK0174.Superseded values are not recommended for survey control.
 OK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0174.See file dsdata.txt to determine how the superseded data were derived.
 OK0174
 OK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN023881(NAD 83)
 OK0174_MARKER: DB = BENCH MARK DISK
 OK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0174_STAMPING: B 103 1934
 OK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0174+STABILITY: SURFACE MOTION
 OK0174
 OK0174  HISTORY     - Date     Condition        Report By
 OK0174  HISTORY     - 1934     MONUMENTED       CGS
 OK0174  HISTORY     - 1964     MARK NOT FOUND   USGS
 OK0174  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0174  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0174
 OK0174                          STATION DESCRIPTION
 OK0174
 OK0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0174'2.6 MI SE FROM NORTH STAR.
 OK0174'2.6 MILES SOUTHEAST ALONG THE ANN ARBOR RAILROAD FROM THE
 OK0174'STATION AT NORTH STAR, GRATIOT COUNTY, 0.1 MILE NORTHWEST OF
 OK0174'MILEPOST 131, 30 YARDS EAST OF A ROAD CROSSING, 14 YARDS EAST
 OK0174'OF THE EAST RAIL, 9 YARDS EAST OF A POWER TRANSMISSION LINE
 OK0174'POLE, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 OK0174'B 103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0174
 OK0174                          STATION RECOVERY (1964)
 OK0174
 OK0174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0174'MARK NOT FOUND.
 OK0174
 OK0174                          STATION RECOVERY (1992)
 OK0174
 OK0174'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0174'MARK NOT FOUND.
 OK0174
 OK0174                          STATION RECOVERY (2001)
 OK0174
 OK0174'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0013 ***********************************************************************
 NF0013  DESIGNATION -  B 104
 NF0013  PID         -  NF0013
 NF0013  STATE/COUNTY-  MI/INGHAM
 NF0013  USGS QUAD   -  DANSVILLE (1976)
 NF0013
 NF0013                         *CURRENT SURVEY CONTROL
 NF0013  ___________________________________________________________________
 NF0013* NAD 83(1986)-  42 36 03.     (N)    084 19 21.     (W)     SCALED    
 NF0013* NAVD 88     -       284.405  (meters)     933.09   (feet)  ADJUSTED  
 NF0013  ___________________________________________________________________
 NF0013  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF0013  DYNAMIC HT  -         284.322 (meters)     932.81  (feet)  COMP
 NF0013  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 NF0013
 NF0013  VERT ORDER  -  SECOND    CLASS 0
 NF0013
 NF0013.The horizontal coordinates were scaled from a topographic map and have
 NF0013.an estimated accuracy of +/- 6 seconds.
 NF0013
 NF0013.The orthometric height was determined by differential leveling
 NF0013.and adjusted by the National Geodetic Survey in June 1991..
 NF0013
 NF0013.The geoid height was determined by GEOID03.
 NF0013
 NF0013.The dynamic height is computed by dividing the NAVD 88
 NF0013.geopotential number by the normal gravity value computed on the
 NF0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0013.degrees latitude (g = 980.6199 gals.).
 NF0013
 NF0013.The modeled gravity was interpolated from observed gravity values.
 NF0013
 NF0013;                    North         East    Units  Estimated Accuracy
 NF0013;SPC MI S     -   122,280.    4,003,620.      MT  (+/- 180 meters Scaled)
 NF0013
 NF0013                          SUPERSEDED SURVEY CONTROL
 NF0013
 NF0013  NGVD 29 (??/??/92)  284.532  (m)          933.50   (f) ADJ UNCH    2 0
 NF0013
 NF0013.Superseded values are not recommended for survey control.
 NF0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0013.See file dsdata.txt to determine how the superseded data were derived.
 NF0013
 NF0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN196199(NAD 83)
 NF0013_MARKER: DB = BENCH MARK DISK
 NF0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0013_STAMPING: B 104 1934
 NF0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0013+STABILITY: SURFACE MOTION
 NF0013
 NF0013  HISTORY     - Date     Condition        Report By
 NF0013  HISTORY     - 1934     MONUMENTED       CGS
 NF0013  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0013  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0013  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0013
 NF0013                          STATION DESCRIPTION
 NF0013
 NF0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0013'9.1 MI E FROM MASON.
 NF0013'9.1 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0013'AT MASON, INGHAM COUNTY, 1.8 MILES EAST OF THE INTERSECTION WITH
 NF0013'COUNTY HIGHWAY 503, 350 YARDS WEST OF A ROAD ENDING NORTH,
 NF0013'20 YARDS SOUTHWEST OF A 20-INCH HICKORY TREE, AND 21.3 FEET
 NF0013'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 NF0013'B 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0013
 NF0013                          STATION RECOVERY (1977)
 NF0013
 NF0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0013'MARK NOT FOUND.
 NF0013
 NF0013                          STATION RECOVERY (2003)
 NF0013
 NF0013'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0013'MARK NOT FOUND.
 NF0013
 NF0013                          STATION RECOVERY (2005)
 NF0013
 NF0013'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0013'I WAS UNABLE TO LOCATE ANY TRACE OF THE BENCHMARK AT THESE
 NF0013'COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0800 ***********************************************************************
 NE0800  DESIGNATION -  B 105
 NE0800  PID         -  NE0800
 NE0800  STATE/COUNTY-  MI/LIVINGSTON
 NE0800  USGS QUAD   -  OAK GROVE (1975)
 NE0800
 NE0800                         *CURRENT SURVEY CONTROL
 NE0800  ___________________________________________________________________
 NE0800* NAD 83(1986)-  42 40 31.     (N)    083 56 28.     (W)     SCALED    
 NE0800* NAVD 88     -       280.078  (meters)     918.89   (feet)  ADJUSTED  
 NE0800  ___________________________________________________________________
 NE0800  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NE0800  DYNAMIC HT  -         280.008 (meters)     918.66  (feet)  COMP
 NE0800  MODELED GRAV-     980,361.3   (mgal)                       NAVD 88
 NE0800
 NE0800  VERT ORDER  -  SECOND    CLASS 0
 NE0800
 NE0800.The horizontal coordinates were scaled from a topographic map and have
 NE0800.an estimated accuracy of +/- 6 seconds.
 NE0800
 NE0800.The orthometric height was determined by differential leveling
 NE0800.and adjusted by the National Geodetic Survey in June 1991..
 NE0800
 NE0800.The geoid height was determined by GEOID03.
 NE0800
 NE0800.The dynamic height is computed by dividing the NAVD 88
 NE0800.geopotential number by the normal gravity value computed on the
 NE0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0800.degrees latitude (g = 980.6199 gals.).
 NE0800
 NE0800.The modeled gravity was interpolated from observed gravity values.
 NE0800
 NE0800;                    North         East    Units  Estimated Accuracy
 NE0800;SPC MI S     -   130,640.    4,034,880.      MT  (+/- 180 meters Scaled)
 NE0800
 NE0800                          SUPERSEDED SURVEY CONTROL
 NE0800
 NE0800  NGVD 29 (??/??/92)  280.211  (m)          919.33   (f) ADJ UNCH    2 0
 NE0800
 NE0800.Superseded values are not recommended for survey control.
 NE0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0800.See file dsdata.txt to determine how the superseded data were derived.
 NE0800
 NE0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH590289(NAD 83)
 NE0800_MARKER: DB = BENCH MARK DISK
 NE0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0800_STAMPING: B 105 1934
 NE0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0800+STABILITY: SURFACE MOTION
 NE0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0800+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 NE0800
 NE0800  HISTORY     - Date     Condition        Report By
 NE0800  HISTORY     - 1934     MONUMENTED       CGS
 NE0800  HISTORY     - 19950429 GOOD             USPSQD
 NE0800  HISTORY     - 20050427 GOOD             TETR
 NE0800
 NE0800                          STATION DESCRIPTION
 NE0800
 NE0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0800'1.6 MI S FROM OAK GROVE.
 NE0800'1.6 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0800'AT OAK GROVE, LIVINGSTON COUNTY, 0.3 MILE SOUTH OF MILEPOST
 NE0800'79, 32 YARDS NORTH OF A ROAD CROSSING, 16.3 FEET EAST OF THE
 NE0800'EAST RAIL, 20 YARDS NORTHEAST OF THE INTERSECTION OF THE
 NE0800'RIGHT-OF-WAY FENCE AND A FENCE LEADING EAST, AND LEVEL WITH THE
 NE0800'TRACK.  A STANDARD DISK, STAMPED B 105 1934 AND SET IN THE TOP
 NE0800'OF A CONCRETE POST.
 NE0800
 NE0800                          STATION RECOVERY (1995)
 NE0800
 NE0800'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0800'RECOVERED IN GOOD CONDITION.
 NE0800
 NE0800                          STATION RECOVERY (2005)
 NE0800
 NE0800'RECOVERY NOTE BY TETRA TECH MPS 2005 (ANB)
 NE0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0725 ***********************************************************************
 NE0725  DESIGNATION -  B 106
 NE0725  PID         -  NE0725
 NE0725  STATE/COUNTY-  MI/WASHTENAW
 NE0725  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE0725
 NE0725                         *CURRENT SURVEY CONTROL
 NE0725  ___________________________________________________________________
 NE0725* NAD 83(1986)-  42 16 42.     (N)    083 45 04.     (W)     SCALED    
 NE0725* NAVD 88     -       246.317  (meters)     808.12   (feet)  ADJUSTED  
 NE0725  ___________________________________________________________________
 NE0725  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE0725  DYNAMIC HT  -         246.239 (meters)     807.87  (feet)  COMP
 NE0725  MODELED GRAV-     980,299.2   (mgal)                       NAVD 88
 NE0725
 NE0725  VERT ORDER  -  SECOND    CLASS 0
 NE0725
 NE0725.The horizontal coordinates were scaled from a topographic map and have
 NE0725.an estimated accuracy of +/- 6 seconds.
 NE0725
 NE0725.The orthometric height was determined by differential leveling
 NE0725.and adjusted by the National Geodetic Survey in June 1991..
 NE0725
 NE0725.The geoid height was determined by GEOID03.
 NE0725
 NE0725.The dynamic height is computed by dividing the NAVD 88
 NE0725.geopotential number by the normal gravity value computed on the
 NE0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0725.degrees latitude (g = 980.6199 gals.).
 NE0725
 NE0725.The modeled gravity was interpolated from observed gravity values.
 NE0725
 NE0725;                    North         East    Units  Estimated Accuracy
 NE0725;SPC MI S     -    86,640.    4,050,770.      MT  (+/- 180 meters Scaled)
 NE0725
 NE0725                          SUPERSEDED SURVEY CONTROL
 NE0725
 NE0725  NGVD 29 (??/??/92)  246.437  (m)          808.52   (f) ADJ UNCH    2 0
 NE0725
 NE0725.Superseded values are not recommended for survey control.
 NE0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0725.See file dsdata.txt to determine how the superseded data were derived.
 NE0725
 NE0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG731843(NAD 83)
 NE0725_MARKER: DB = BENCH MARK DISK
 NE0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0725_STAMPING: 808.519 B 106 1934
 NE0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0725+STABILITY: SURFACE MOTION
 NE0725
 NE0725  HISTORY     - Date     Condition        Report By
 NE0725  HISTORY     - 1934     MONUMENTED       CGS
 NE0725  HISTORY     - 1945     GOOD             NGS
 NE0725  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0725  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0725  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 NE0725
 NE0725                          STATION DESCRIPTION
 NE0725
 NE0725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NE0725'AT ANN ARBOR.
 NE0725'AT ANN ARBOR, WASHTENAW COUNTY, ON THE ANN ARBOR RAILROAD, 130
 NE0725'YARDS NORTH OF THE NORTH END OF THE STATION, 43 YARDS NORTH
 NE0725'OF THE NORTH END OF THE FREIGHT HOUSE, 32 YARDS NORTH OF THE
 NE0725'CROSSING OF THE CENTERLINE OF NORTH WILLIAM STREET AND THE
 NE0725'WEST RAIL, AND 17.7 FEET WEST OF THE WEST RAIL OF THE MAIN
 NE0725'TRACK.  A STANDARD DISK, STAMPED 808.519 B 106 1934 AND SET
 NE0725'IN THE TOP OF A CONCRETE POST.
 NE0725
 NE0725                          STATION RECOVERY (1987)
 NE0725
 NE0725'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0725'MARK NOT FOUND.
 NE0725
 NE0725                          STATION RECOVERY (1989)
 NE0725
 NE0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0725'MARK NOT FOUND.
 NE0725
 NE0725                          STATION RECOVERY (2003)
 NE0725
 NE0725'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 NE0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0396 ***********************************************************************
 NE0396  DESIGNATION -  B 107
 NE0396  PID         -  NE0396
 NE0396  STATE/COUNTY-  MI/OAKLAND
 NE0396  USGS QUAD   -  ROCHESTER (1981)
 NE0396
 NE0396                         *CURRENT SURVEY CONTROL
 NE0396  ___________________________________________________________________
 NE0396* NAD 83(1986)-  42 40 36.     (N)    083 07 57.     (W)     SCALED    
 NE0396* NAVD 88     -       222.023  (meters)     728.42   (feet)  ADJUSTED  
 NE0396  ___________________________________________________________________
 NE0396  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0396  DYNAMIC HT  -         221.956 (meters)     728.20  (feet)  COMP
 NE0396  MODELED GRAV-     980,315.9   (mgal)                       NAVD 88
 NE0396
 NE0396  VERT ORDER  -  SECOND    CLASS 0
 NE0396
 NE0396.The horizontal coordinates were scaled from a topographic map and have
 NE0396.an estimated accuracy of +/- 6 seconds.
 NE0396
 NE0396.The orthometric height was determined by differential leveling
 NE0396.and adjusted by the National Geodetic Survey in June 1991..
 NE0396
 NE0396.The geoid height was determined by GEOID03.
 NE0396
 NE0396.The dynamic height is computed by dividing the NAVD 88
 NE0396.geopotential number by the normal gravity value computed on the
 NE0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0396.degrees latitude (g = 980.6199 gals.).
 NE0396
 NE0396.The modeled gravity was interpolated from observed gravity values.
 NE0396
 NE0396;                    North         East    Units  Estimated Accuracy
 NE0396;SPC MI S     -   131,440.    4,101,150.      MT  (+/- 180 meters Scaled)
 NE0396
 NE0396                          SUPERSEDED SURVEY CONTROL
 NE0396
 NE0396  NGVD 29 (??/??/92)  222.158  (m)          728.86   (f) ADJ UNCH    2 0
 NE0396
 NE0396.Superseded values are not recommended for survey control.
 NE0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0396.See file dsdata.txt to determine how the superseded data were derived.
 NE0396
 NE0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH252271(NAD 83)
 NE0396_MARKER: DB = BENCH MARK DISK
 NE0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0396_SP_SET: BRIDGE
 NE0396_STAMPING: B 107 1934
 NE0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0396
 NE0396  HISTORY     - Date     Condition        Report By
 NE0396  HISTORY     - 1934     MONUMENTED       CGS
 NE0396  HISTORY     - 1940     GOOD             NGS
 NE0396  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0396  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NE0396  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE0396  HISTORY     - 20030425 POOR             GEOCAC
 NE0396
 NE0396                          STATION DESCRIPTION
 NE0396
 NE0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0396'AT ROCHESTER.
 NE0396'AT ROCHESTER, OAKLAND COUNTY, 147 YARDS EAST OF THE SOUTHEAST
 NE0396'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, IN THE TOP
 NE0396'OF AN OLD CONCRETE BRIDGE SEAT, 1 FOOT EAST OF THE WEST END,
 NE0396'7 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 6 INCHES HIGHER THAN
 NE0396'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 107 1934.
 NE0396
 NE0396                          STATION RECOVERY (1999)
 NE0396
 NE0396'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0396'MARK NOT FOUND.
 NE0396
 NE0396                          STATION RECOVERY (2001)
 NE0396
 NE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0396
 NE0396                          STATION RECOVERY (2001)
 NE0396
 NE0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0396
 NE0396                          STATION RECOVERY (2003)
 NE0396
 NE0396'RECOVERY NOTE BY GEOCACHING 2003 (JPO)
 NE0396'THE ORIGINAL BRIDGE IS NOW BURIED EXCEPT THE SEATS. THERE IS A NEW
 NE0396'BRIDGE 50 FEET ABOVE THE OLD BRIDGE CONTANING THE BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0658 ***********************************************************************
 NE0658  DESIGNATION -  B 108
 NE0658  PID         -  NE0658
 NE0658  STATE/COUNTY-  MI/WASHTENAW
 NE0658  USGS QUAD   -  YPSILANTI WEST (1983)
 NE0658
 NE0658                         *CURRENT SURVEY CONTROL
 NE0658  ___________________________________________________________________
 NE0658* NAD 83(1986)-  42 12 42.     (N)    083 43 35.     (W)     SCALED    
 NE0658* NAVD 88     -       253.678  (meters)     832.28   (feet)  ADJUSTED  
 NE0658  ___________________________________________________________________
 NE0658  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NE0658  DYNAMIC HT  -         253.596 (meters)     832.01  (feet)  COMP
 NE0658  MODELED GRAV-     980,291.5   (mgal)                       NAVD 88
 NE0658
 NE0658  VERT ORDER  -  SECOND    CLASS 0
 NE0658
 NE0658.The horizontal coordinates were scaled from a topographic map and have
 NE0658.an estimated accuracy of +/- 6 seconds.
 NE0658
 NE0658.The orthometric height was determined by differential leveling
 NE0658.and adjusted by the National Geodetic Survey in June 1991..
 NE0658
 NE0658.The geoid height was determined by GEOID03.
 NE0658
 NE0658.The dynamic height is computed by dividing the NAVD 88
 NE0658.geopotential number by the normal gravity value computed on the
 NE0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0658.degrees latitude (g = 980.6199 gals.).
 NE0658
 NE0658.The modeled gravity was interpolated from observed gravity values.
 NE0658
 NE0658;                    North         East    Units  Estimated Accuracy
 NE0658;SPC MI S     -    79,250.    4,052,870.      MT  (+/- 180 meters Scaled)
 NE0658
 NE0658                          SUPERSEDED SURVEY CONTROL
 NE0658
 NE0658  NGVD 29 (??/??/92)  253.796  (m)          832.66   (f) ADJ UNCH    2 0
 NE0658
 NE0658.Superseded values are not recommended for survey control.
 NE0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0658.See file dsdata.txt to determine how the superseded data were derived.
 NE0658
 NE0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG749768(NAD 83)
 NE0658_MARKER: DB = BENCH MARK DISK
 NE0658_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0658_SP_SET: CONCRETE BASE
 NE0658_STAMPING: B 108 1934
 NE0658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0658
 NE0658  HISTORY     - Date     Condition        Report By
 NE0658  HISTORY     - 1934     MONUMENTED       CGS
 NE0658  HISTORY     - 1941     GOOD             NGS
 NE0658  HISTORY     - 1966     MARK NOT FOUND   USGS
 NE0658
 NE0658                          STATION DESCRIPTION
 NE0658
 NE0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0658'0.1 MI N FROM PITTSFIELD.
 NE0658'0.1 MILE NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0658'AT PITTSFIELD, WASHTENAW COUNTY, 96 YARDS NORTH OF THE
 NE0658'INTERSECTION OF THE WEST RAIL OF THE ANN ARBOR RAILROAD AND
 NE0658'THE NORTH RAIL OF THE NEW YORK CENTRAL RAILROAD, 16 YARDS
 NE0658'SOUTH OF SIGNAL TOWER 40/6, AT AN ABANDONED SIGNAL TOWER, IN
 NE0658'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE, 6 FEET
 NE0658'WEST OF THE WEST RAIL, AND 6 INCHES LOWER THAN THE TOP OF THE
 NE0658'RAIL.  A STANDARD DISK, STAMPED B 108 1934.  NOTE-- THE MARK
 NE0658'IS OPPOSITE A DERAIL SWITCH.
 NE0658
 NE0658                          STATION RECOVERY (1966)
 NE0658
 NE0658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0031 ***********************************************************************
 MD0031  DESIGNATION -  B 109
 MD0031  PID         -  MD0031
 MD0031  STATE/COUNTY-  MI/LENAWEE
 MD0031  USGS QUAD   -  ADRIAN (1979)
 MD0031
 MD0031                         *CURRENT SURVEY CONTROL
 MD0031  ___________________________________________________________________
 MD0031* NAD 83(1986)-  41 53 30.     (N)    084 00 58.     (W)     SCALED    
 MD0031* NAVD 88     -       243.502  (meters)     798.89   (feet)  ADJUSTED  
 MD0031  ___________________________________________________________________
 MD0031  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 MD0031  DYNAMIC HT  -         243.408 (meters)     798.58  (feet)  COMP
 MD0031  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 MD0031
 MD0031  VERT ORDER  -  SECOND    CLASS 0
 MD0031
 MD0031.The horizontal coordinates were scaled from a topographic map and have
 MD0031.an estimated accuracy of +/- 6 seconds.
 MD0031
 MD0031.The orthometric height was determined by differential leveling
 MD0031.and adjusted by the National Geodetic Survey in June 1991..
 MD0031
 MD0031.The geoid height was determined by GEOID03.
 MD0031
 MD0031.The dynamic height is computed by dividing the NAVD 88
 MD0031.geopotential number by the normal gravity value computed on the
 MD0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0031.degrees latitude (g = 980.6199 gals.).
 MD0031
 MD0031.The modeled gravity was interpolated from observed gravity values.
 MD0031
 MD0031;                    North         East    Units  Estimated Accuracy
 MD0031;SPC MI S     -    43,570.    4,029,100.      MT  (+/- 180 meters Scaled)
 MD0031
 MD0031                          SUPERSEDED SURVEY CONTROL
 MD0031
 MD0031  NGVD 29 (??/??/92)  243.639  (m)          799.34   (f) ADJ UNCH    2 0
 MD0031
 MD0031.Superseded values are not recommended for survey control.
 MD0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0031.See file dsdata.txt to determine how the superseded data were derived.
 MD0031
 MD0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM475420(NAD 83)
 MD0031_MARKER: DB = BENCH MARK DISK
 MD0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0031_SP_SET: SIGNAL BLOCK
 MD0031_STAMPING: B 109 1934
 MD0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0031
 MD0031  HISTORY     - Date     Condition        Report By
 MD0031  HISTORY     - 1934     MONUMENTED       CGS
 MD0031  HISTORY     - 1941     GOOD             NGS
 MD0031
 MD0031                          STATION DESCRIPTION
 MD0031
 MD0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 MD0031'AT ADRIAN.
 MD0031'AT ADRIAN, LENAWEE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0031'AT THE CROSSING OF THE WABASH RAILWAY, ABOUT 47 YARDS WEST OF THE
 MD0031'SOUTHWEST CORNER OF A SIGNAL AND SWITCHING TOWER, 19.1 FEET SOUTH
 MD0031'OF THE SOUTH RAIL OF THE NEW YORK CENTRAL RAILROAD MAIN TRACK,
 MD0031'IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE SIGNAL HINGE
 MD0031'BLOCK, AND ABOUT 3 INCHES LOWER THAN THE TOP OF A RAIL.  A
 MD0031'STANDARD DISK, STAMPED B 109 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0477 ***********************************************************************
 PL0477  DESIGNATION -  B 11
 PL0477  PID         -  PL0477
 PL0477  STATE/COUNTY-  MI/CRAWFORD
 PL0477  USGS QUAD   -  BIG BRADFORD LAKE (1951)
 PL0477
 PL0477                         *CURRENT SURVEY CONTROL
 PL0477  ___________________________________________________________________
 PL0477* NAD 83(1994)-  44 47 06.81751(N)    084 38 44.08793(W)     ADJUSTED  
 PL0477* NAVD 88     -       396.     (meters)    1299.     (feet)  SCALED    
 PL0477  ___________________________________________________________________
 PL0477  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 PL0477  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 PL0477
 PL0477  HORZ ORDER  -  SECOND
 PL0477
 PL0477.The horizontal coordinates were established by classical geodetic methods
 PL0477.and adjusted by the National Geodetic Survey in February 1997..
 PL0477
 PL0477.The orthometric height was scaled from a topographic map.
 PL0477
 PL0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0477
 PL0477.The geoid height was determined by GEOID03.
 PL0477
 PL0477;                    North         East     Units Scale Factor Converg.
 PL0477;SPC MI C     -   163,224.219 5,977,928.452   MT  0.99991650   -0 11 49.3
 PL0477;SPC MI C     -   535,512.53 19,612,626.15   iFT  0.99991650   -0 11 49.3
 PL0477;UTM  16      - 4,961,788.909   686,256.718   MT  1.00002661   +1 39 32.6
 PL0477
 PL0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0477!SPC MI C     -   0.99994336  x   0.99991650  =   0.99985987
 PL0477!UTM  16      -   0.99994336  x   1.00002661  =   0.99996997
 PL0477
 PL0477                          SUPERSEDED SURVEY CONTROL
 PL0477
 PL0477  NAD 83(1986)-  44 47 06.80975(N)    084 38 44.08447(W) AD(       ) 2
 PL0477  NAD 27      -  44 47 06.75473(N)    084 38 43.99406(W) AD(       ) 2
 PL0477
 PL0477.Superseded values are not recommended for survey control.
 PL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0477.See file dsdata.txt to determine how the superseded data were derived.
 PL0477
 PL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8625761789(NAD 83)
 PL0477_MARKER: DB = BENCH MARK DISK
 PL0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0477_SP_SET: SQUARE CONCRETE MONUMENT
 PL0477_STAMPING: B 11 AMS 1949
 PL0477_MARK LOGO: AMS   
 PL0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0477+STABILITY: SURFACE MOTION
 PL0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0477+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1984
 PL0477
 PL0477  HISTORY     - Date     Condition        Report By
 PL0477  HISTORY     - 1949     MONUMENTED       CGS
 PL0477  HISTORY     - 1949     GOOD             AMS
 PL0477  HISTORY     - 19840724 GOOD             NGS
 PL0477
 PL0477                          STATION DESCRIPTION
 PL0477
 PL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0477'STATION IS LOCATED 10 MILES NORTHEAST OF GRAYLING.  IT IS 148 FEET
 PL0477'SOUTH OF THE
 PL0477'CENTER OF A PAVED ROAD, 17 FEET SOUTHEAST OF A POWER POLE NO. 277, 17
 PL0477'FEET SOUTH OF A FENCE CORNER AND 2
 PL0477'FEET EAST OF A FENCE LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE
 PL0477'POST FLUSH WITH THE GROUND WITH A STANDARD U.S.
 PL0477'ARMY CORPS OF ENGINEERS BENCH MARK DISK
 PL0477'STAMPED B-11 AMS 1949.
 PL0477'
 PL0477'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 PL0477'STATE HIGHWAY 92 2 MILES NORTH
 PL0477'OF GRAYLING GO NORTHEAST ON HIGHWAY 92 FOR 8.0 MILES TO THE STATION
 PL0477'AS DESCRIBED.
 PL0477'
 PL0477'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HARD AND
 PL0477'THE DISTANCE WAS FOUND TO BE
 PL0477'27.413 METERS.  (89.94 FEET).
 PL0477
 PL0477                          STATION RECOVERY (1949)
 PL0477
 PL0477'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1949
 PL0477'RECOVERED IN GOOD CONDITION.
 PL0477
 PL0477                          STATION RECOVERY (1984)
 PL0477
 PL0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0477'STATION IS LOCATED IN QUAD. 440844, ABOUT 16.1 KM (10.0 MI) NORTHEAST
 PL0477'FROM GRAYLING IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PL0477'HARDWICK PINES ROAD AND COUNTY ROUTE 612 AND ON HIGHWAY RIGHT-OF-WAY.
 PL0477'TO REACH FROM THE JUNCTION OF BUSINESS LOOP 75 AND STATE HIGHWAY 93,
 PL0477'ABOUT 3.2 KM (2.0 MI) NORTH OF GRAYLING, GO NORTH ON HIGHWAY 93 FOR
 PL0477'8.05 KM (5.00 MI) TO THE END OF STATE HIGHWAY 93 AT THE HARDWICK
 PL0477'PINES STATE PARK.  STATE ROUTE 93 NOW BECOMES HARDWICK PINES ROAD.
 PL0477'CONTINUE NORTH ON HARDWICK PINES ROAD FOR 7.77 KM (4.83 MI) TO THE
 PL0477'STATION LEFT JUST BEFORE REACHING THE JUNCTION OF COUNTY ROUTE 612
 PL0477'AND THE END OF HARDWICK PINES ROAD.
 PL0477'BENCH MARK B 11 IS SET FLUSH WITH THE GROUND.  IT IS ABOUT LEVEL WITH
 PL0477'AND 27.413 M (89.937 FT) NORTHWEST FROM STATION HARD 1949, 14.63 M
 PL0477'(48.00 FT) SOUTH FROM THE CENTER OF COUNTY ROUTE 612, 11.89 M
 PL0477'(39.01 FT) NORTHWEST FROM A 24 INCH MAPLE TREE, 0.61 M (2.00 FT) EAST
 PL0477'FROM A NORTH-SOUTH FENCE LINE AND 0.46 M (1.51 FT) NORTH FROM A FWP.
 PL0477'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0136 ***********************************************************************
 OK0136  DESIGNATION -  B 110
 OK0136  PID         -  OK0136
 OK0136  STATE/COUNTY-  MI/CLINTON
 OK0136  USGS QUAD   -  ST JOHNS NORTH (1965)
 OK0136
 OK0136                         *CURRENT SURVEY CONTROL
 OK0136  ___________________________________________________________________
 OK0136* NAD 83(1986)-  43 00 15.     (N)    084 36 05.     (W)     SCALED    
 OK0136* NAVD 88     -       227.402  (meters)     746.07   (feet)  ADJUSTED  
 OK0136  ___________________________________________________________________
 OK0136  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OK0136  DYNAMIC HT  -         227.350 (meters)     745.90  (feet)  COMP
 OK0136  MODELED GRAV-     980,386.6   (mgal)                       NAVD 88
 OK0136
 OK0136  VERT ORDER  -  SECOND    CLASS 0
 OK0136
 OK0136.The horizontal coordinates were scaled from a topographic map and have
 OK0136.an estimated accuracy of +/- 6 seconds.
 OK0136
 OK0136.The orthometric height was determined by differential leveling
 OK0136.and adjusted by the National Geodetic Survey in June 1991..
 OK0136
 OK0136.The geoid height was determined by GEOID03.
 OK0136
 OK0136.The dynamic height is computed by dividing the NAVD 88
 OK0136.geopotential number by the normal gravity value computed on the
 OK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0136.degrees latitude (g = 980.6199 gals.).
 OK0136
 OK0136.The modeled gravity was interpolated from observed gravity values.
 OK0136
 OK0136;                    North         East    Units  Estimated Accuracy
 OK0136;SPC MI S     -   167,110.    3,980,860.      MT  (+/- 180 meters Scaled)
 OK0136
 OK0136                          SUPERSEDED SURVEY CONTROL
 OK0136
 OK0136  NGVD 29 (??/??/92)  227.543  (m)          746.53   (f) ADJ UNCH    2 0
 OK0136
 OK0136.Superseded values are not recommended for survey control.
 OK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0136.See file dsdata.txt to determine how the superseded data were derived.
 OK0136
 OK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN954640(NAD 83)
 OK0136_MARKER: DB = BENCH MARK DISK
 OK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0136_STAMPING: B 110 1934
 OK0136_MARK LOGO: CGS   
 OK0136_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0136+STABILITY: SURFACE MOTION
 OK0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0136+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 OK0136
 OK0136  HISTORY     - Date     Condition        Report By
 OK0136  HISTORY     - 1934     MONUMENTED       CGS
 OK0136  HISTORY     - 19940624 GOOD             LOCENG
 OK0136  HISTORY     - 20011211 GOOD             ROWEIN
 OK0136  HISTORY     - 20040301 GOOD             ROWEIN
 OK0136
 OK0136                          STATION DESCRIPTION
 OK0136
 OK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0136'2.3 MI W FROM ST JOHNS.
 OK0136'2.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0136'STATION AT SAINT JOHNS, CLINTON COUNTY, AT A ROAD CROSSING, 34
 OK0136'FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE
 OK0136'SOUTH RAIL, 3.8 FEET NORTHEAST OF A CORNER FENCE POST AT THE
 OK0136'SOUTHWEST CORNER OF THE CROSSING, AND 4 FEET LOWER THAN THE
 OK0136'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 110 1934 AND SET IN
 OK0136'THE TOP OF A CONCRETE POST.
 OK0136
 OK0136                          STATION RECOVERY (1994)
 OK0136
 OK0136'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0136'FOUND CGS DISK STAMPED B 110 1934 IN TOP OF CONCRETE POST, (6-INCHES
 OK0136'EXPOSED) LEANING SOUTHWESTERLY.  BENCH MARK IS 34.0 FT (10.4 M) WEST
 OK0136'OF CENTER OF AIRPORT ROAD AND 45.0 FT (13.7 M) SOUTH OF SOUTH RAIL OF
 OK0136'RAILROAD TRACK.  SET CARSONITE WITNESS MARKER NEXT TO MONUMENT.
 OK0136
 OK0136                          STATION RECOVERY (2001)
 OK0136
 OK0136'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0136'FOUND BRASS DISK IN CONCRETE STAMPED B110 WITH CARSONITE MARKER AT THE
 OK0136'SOUTHWEST QUAD OF AIRPORT ROAD AND RAILROAD BED.
 OK0136
 OK0136                          STATION RECOVERY (2004)
 OK0136
 OK0136'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 OK0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0595 ***********************************************************************
 MD0595  DESIGNATION -  B 112
 MD0595  PID         -  MD0595
 MD0595  STATE/COUNTY-  MI/HILLSDALE
 MD0595  USGS QUAD   -  HILLSDALE (1979)
 MD0595
 MD0595                         *CURRENT SURVEY CONTROL
 MD0595  ___________________________________________________________________
 MD0595* NAD 83(1986)-  41 59 07.     (N)    084 41 00.     (W)     SCALED    
 MD0595* NAVD 88     -       339.506  (meters)    1113.86   (feet)  ADJUSTED  
 MD0595  ___________________________________________________________________
 MD0595  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 MD0595  DYNAMIC HT  -         339.380 (meters)    1113.45  (feet)  COMP
 MD0595  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 MD0595
 MD0595  VERT ORDER  -  SECOND    CLASS 0
 MD0595
 MD0595.The horizontal coordinates were scaled from a topographic map and have
 MD0595.an estimated accuracy of +/- 6 seconds.
 MD0595
 MD0595.The orthometric height was determined by differential leveling
 MD0595.and adjusted by the National Geodetic Survey in June 1991..
 MD0595
 MD0595.The geoid height was determined by GEOID03.
 MD0595
 MD0595.The dynamic height is computed by dividing the NAVD 88
 MD0595.geopotential number by the normal gravity value computed on the
 MD0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0595.degrees latitude (g = 980.6199 gals.).
 MD0595
 MD0595.The modeled gravity was interpolated from observed gravity values.
 MD0595
 MD0595;                    North         East    Units  Estimated Accuracy
 MD0595;SPC MI S     -    53,950.    3,973,760.      MT  (+/- 180 meters Scaled)
 MD0595
 MD0595                          SUPERSEDED SURVEY CONTROL
 MD0595
 MD0595  NGVD 29 (??/??/92)  339.617  (m)         1114.23   (f) ADJ UNCH    2 0
 MD0595
 MD0595.Superseded values are not recommended for survey control.
 MD0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0595.See file dsdata.txt to determine how the superseded data were derived.
 MD0595
 MD0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM919507(NAD 83)
 MD0595_MARKER: DB = BENCH MARK DISK
 MD0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0595_STAMPING: B 112 1934
 MD0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0595+STABILITY: SURFACE MOTION
 MD0595
 MD0595  HISTORY     - Date     Condition        Report By
 MD0595  HISTORY     - 1934     MONUMENTED       CGS
 MD0595  HISTORY     - 1940     GOOD             NGS
 MD0595  HISTORY     - 1988     GOOD             USPSQD
 MD0595
 MD0595                          STATION DESCRIPTION
 MD0595
 MD0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MD0595'0.8 MI W FROM JONESVILLE.
 MD0595'0.8 MILE WEST ALONG THE JACKSON DIVISION OF THE NEW YORK CENTRAL
 MD0595'RAILROAD FROM THE STATION AT JONESVILLE, HILLSDALE COUNTY, IN A
 MD0595'PLOT OF GRASS BETWEEN THE LANSING BRANCH AND THE MAIN LINE OF THE
 MD0595'NEW YORK CENTRAL RAILROAD, AT THE CROSSING OF A TOWNLINE ROAD ON
 MD0595'THE LANSING BRANCH, 28 FEET SOUTH OF THE SOUTH RAIL AT THE
 MD0595'CENTERLINE OF THE ROAD, AND ABOUT 2 FEET HIGHER THAN THE TOP OF
 MD0595'RAIL.  A STANDARD DISK, STAMPED B 112 1934 AND SET IN THE TOP
 MD0595'OF A CONCRETE POST.
 MD0595
 MD0595                          STATION RECOVERY (1988)
 MD0595
 MD0595'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0609 ***********************************************************************
 MD0609  DESIGNATION -  B 113
 MD0609  PID         -  MD0609
 MD0609  STATE/COUNTY-  MI/BRANCH
 MD0609  USGS QUAD   -  COLDWATER WEST (1960)
 MD0609
 MD0609                         *CURRENT SURVEY CONTROL
 MD0609  ___________________________________________________________________
 MD0609* NAD 83(1986)-  41 54 34.     (N)    085 06 26.     (W)     SCALED    
 MD0609* NAVD 88     -       282.770  (meters)     927.72   (feet)  ADJUSTED  
 MD0609  ___________________________________________________________________
 MD0609  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 MD0609  DYNAMIC HT  -         282.669 (meters)     927.39  (feet)  COMP
 MD0609  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 MD0609
 MD0609  VERT ORDER  -  SECOND    CLASS 0
 MD0609
 MD0609.The horizontal coordinates were scaled from a topographic map and have
 MD0609.an estimated accuracy of +/- 6 seconds.
 MD0609
 MD0609.The orthometric height was determined by differential leveling
 MD0609.and adjusted by the National Geodetic Survey in June 1991..
 MD0609
 MD0609.The geoid height was determined by GEOID03.
 MD0609
 MD0609.The dynamic height is computed by dividing the NAVD 88
 MD0609.geopotential number by the normal gravity value computed on the
 MD0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0609.degrees latitude (g = 980.6199 gals.).
 MD0609
 MD0609.The modeled gravity was interpolated from observed gravity values.
 MD0609
 MD0609;                    North         East    Units  Estimated Accuracy
 MD0609;SPC MI S     -    45,750.    3,938,560.      MT  (+/- 180 meters Scaled)
 MD0609
 MD0609                          SUPERSEDED SURVEY CONTROL
 MD0609
 MD0609  NGVD 29 (??/??/92)  282.905  (m)          928.16   (f) ADJ UNCH    2 0
 MD0609
 MD0609.Superseded values are not recommended for survey control.
 MD0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0609.See file dsdata.txt to determine how the superseded data were derived.
 MD0609
 MD0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM569414(NAD 83)
 MD0609_MARKER: DB = BENCH MARK DISK
 MD0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0609_STAMPING: B 113 1934
 MD0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0609+STABILITY: SURFACE MOTION
 MD0609
 MD0609  HISTORY     - Date     Condition        Report By
 MD0609  HISTORY     - 1934     MONUMENTED       CGS
 MD0609  HISTORY     - 1977     MARK NOT FOUND   MIDH
 MD0609
 MD0609                          STATION DESCRIPTION
 MD0609
 MD0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0609'5 MI E FROM BRONSON.
 MD0609'ABOUT 5 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0609'BRONSON, BRANCH COUNTY, 0.2 MILE WEST OF MILEPOST C 150, AT THE
 MD0609'CROSSING OF U.S. HIGHWAY 112, 17 YARDS EAST OF THE CENTERLINE OF
 MD0609'THE HIGHWAY, 7 YARDS SOUTH OF THE SOUTH RAIL, 8.5 FEET NORTH OF A
 MD0609'POLE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0609'STAMPED B 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0609
 MD0609                          STATION RECOVERY (1977)
 MD0609
 MD0609'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 MD0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0063 ***********************************************************************
 MD0063  DESIGNATION -  B 114
 MD0063  PID         -  MD0063
 MD0063  STATE/COUNTY-  MI/LENAWEE
 MD0063  USGS QUAD   -  ROME CENTER (1962)
 MD0063
 MD0063                         *CURRENT SURVEY CONTROL
 MD0063  ___________________________________________________________________
 MD0063* NAD 83(1986)-  41 52 36.     (N)    084 08 18.     (W)     SCALED    
 MD0063* NAVD 88     -       247.378  (meters)     811.61   (feet)  ADJUSTED  
 MD0063  ___________________________________________________________________
 MD0063  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 MD0063  DYNAMIC HT  -         247.285 (meters)     811.30  (feet)  COMP
 MD0063  MODELED GRAV-     980,242.5   (mgal)                       NAVD 88
 MD0063
 MD0063  VERT ORDER  -  SECOND    CLASS 0
 MD0063
 MD0063.The horizontal coordinates were scaled from a topographic map and have
 MD0063.an estimated accuracy of +/- 6 seconds.
 MD0063
 MD0063.The orthometric height was determined by differential leveling
 MD0063.and adjusted by the National Geodetic Survey in June 1991..
 MD0063
 MD0063.The geoid height was determined by GEOID03.
 MD0063
 MD0063.The dynamic height is computed by dividing the NAVD 88
 MD0063.geopotential number by the normal gravity value computed on the
 MD0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0063.degrees latitude (g = 980.6199 gals.).
 MD0063
 MD0063.The modeled gravity was interpolated from observed gravity values.
 MD0063
 MD0063;                    North         East    Units  Estimated Accuracy
 MD0063;SPC MI S     -    41,870.    4,018,960.      MT  (+/- 180 meters Scaled)
 MD0063
 MD0063                          SUPERSEDED SURVEY CONTROL
 MD0063
 MD0063  NGVD 29 (??/??/92)  247.519  (m)          812.07   (f) ADJ UNCH    2 0
 MD0063
 MD0063.Superseded values are not recommended for survey control.
 MD0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0063.See file dsdata.txt to determine how the superseded data were derived.
 MD0063
 MD0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM374400(NAD 83)
 MD0063_MARKER: DB = BENCH MARK DISK
 MD0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MD0063_SP_SET: ABUTMENT
 MD0063_STAMPING: B 114 1934
 MD0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD0063
 MD0063  HISTORY     - Date     Condition        Report By
 MD0063  HISTORY     - 1934     MONUMENTED       CGS
 MD0063
 MD0063                          STATION DESCRIPTION
 MD0063
 MD0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0063'1.1 MI E FROM CADMUS.
 MD0063'1.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0063'STATION AT CADMUS, LENAWEE COUNTY, AT STEEL BRIDGE 158, IN THE
 MD0063'TOP OF THE SOUTH END OF THE WEST STONE ABUTMENT, 1 FOOT NORTH
 MD0063'OF THE SOUTH EDGE OF THE SECOND STEP FROM THE TOP OF THE
 MD0063'ABUTMENT, 12 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 3.5 FEET
 MD0063'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 114
 MD0063'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0328 ***********************************************************************
 NF0328  DESIGNATION -  B 115
 NF0328  PID         -  NF0328
 NF0328  STATE/COUNTY-  MI/KENT
 NF0328  USGS QUAD   -  FREEPORT (1978)
 NF0328
 NF0328                         *CURRENT SURVEY CONTROL
 NF0328  ___________________________________________________________________
 NF0328* NAD 83(1986)-  42 51 13.     (N)    085 21 02.     (W)     SCALED    
 NF0328* NAVD 88     -       248.866  (meters)     816.49   (feet)  ADJUSTED  
 NF0328  ___________________________________________________________________
 NF0328  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NF0328  DYNAMIC HT  -         248.796 (meters)     816.26  (feet)  COMP
 NF0328  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 NF0328
 NF0328  VERT ORDER  -  SECOND    CLASS 0
 NF0328
 NF0328.The horizontal coordinates were scaled from a topographic map and have
 NF0328.an estimated accuracy of +/- 6 seconds.
 NF0328
 NF0328.The orthometric height was determined by differential leveling
 NF0328.and adjusted by the National Geodetic Survey in June 1991..
 NF0328
 NF0328.The geoid height was determined by GEOID03.
 NF0328
 NF0328.The dynamic height is computed by dividing the NAVD 88
 NF0328.geopotential number by the normal gravity value computed on the
 NF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0328.degrees latitude (g = 980.6199 gals.).
 NF0328
 NF0328.The modeled gravity was interpolated from observed gravity values.
 NF0328
 NF0328;                    North         East    Units  Estimated Accuracy
 NF0328;SPC MI S     -   150,830.    3,919,590.      MT  (+/- 180 meters Scaled)
 NF0328
 NF0328                          SUPERSEDED SURVEY CONTROL
 NF0328
 NF0328  NGVD 29 (??/??/92)  248.990  (m)          816.89   (f) ADJ UNCH    2 0
 NF0328
 NF0328.Superseded values are not recommended for survey control.
 NF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0328.See file dsdata.txt to determine how the superseded data were derived.
 NF0328
 NF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN347458(NAD 83)
 NF0328_MARKER: DB = BENCH MARK DISK
 NF0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0328_STAMPING: B 115 1934
 NF0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0328+STABILITY: SURFACE MOTION
 NF0328
 NF0328  HISTORY     - Date     Condition        Report By
 NF0328  HISTORY     - 1934     MONUMENTED       CGS
 NF0328  HISTORY     - 1948     GOOD             NGS
 NF0328  HISTORY     - 1985     GOOD             USPSQD
 NF0328  HISTORY     - 1987     GOOD             USPSQD
 NF0328  HISTORY     - 1989     GOOD             USPSQD
 NF0328  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 NF0328  HISTORY     - 19991009 GOOD             USPSQD
 NF0328  HISTORY     - 20010806 GOOD             NGS
 NF0328
 NF0328                          STATION DESCRIPTION
 NF0328
 NF0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0328'1.6 MI E FROM ALTO.
 NF0328'1.6 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0328'STATION AT ALTO, AT THE CROSSING OF WINGEIER AVENUE SE, 51 FEET
 NF0328'NORTHEAST OF THE CENTER OF THE CROSSING, 41 FEET NORTH OF THE
 NF0328'NORTH RAIL, 32 FEET EAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 NF0328'NORTHWEST OF A TELEPHONE POLE, 6 FEET EAST-SOUTHEAST OF A
 NF0328'FENCE CORNER, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 NF0328'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0328'6 INCHES.
 NF0328
 NF0328                          STATION RECOVERY (1985)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (1987)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (1989)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (1994)
 NF0328
 NF0328'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 NF0328'MARK NOT FOUND.
 NF0328
 NF0328                          STATION RECOVERY (1999)
 NF0328
 NF0328'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0328'RECOVERED IN GOOD CONDITION.
 NF0328
 NF0328                          STATION RECOVERY (2001)
 NF0328
 NF0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0328'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0354 ***********************************************************************
 NF0354  DESIGNATION -  B 116
 NF0354  PID         -  NF0354
 NF0354  STATE/COUNTY-  MI/BARRY
 NF0354  USGS QUAD   -  DOWLING (1982)
 NF0354
 NF0354                         *CURRENT SURVEY CONTROL
 NF0354  ___________________________________________________________________
 NF0354* NAD 83(1986)-  42 36 42.     (N)    085 17 26.     (W)     SCALED    
 NF0354* NAVD 88     -       258.030  (meters)     846.55   (feet)  ADJUSTED  
 NF0354  ___________________________________________________________________
 NF0354  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF0354  DYNAMIC HT  -         257.950 (meters)     846.29  (feet)  COMP
 NF0354  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 NF0354
 NF0354  VERT ORDER  -  SECOND    CLASS 0
 NF0354
 NF0354.The horizontal coordinates were scaled from a topographic map and have
 NF0354.an estimated accuracy of +/- 6 seconds.
 NF0354
 NF0354.The orthometric height was determined by differential leveling
 NF0354.and adjusted by the National Geodetic Survey in June 1991..
 NF0354
 NF0354.The geoid height was determined by GEOID03.
 NF0354
 NF0354.The dynamic height is computed by dividing the NAVD 88
 NF0354.geopotential number by the normal gravity value computed on the
 NF0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0354.degrees latitude (g = 980.6199 gals.).
 NF0354
 NF0354.The modeled gravity was interpolated from observed gravity values.
 NF0354
 NF0354;                    North         East    Units  Estimated Accuracy
 NF0354;SPC MI S     -   123,900.    3,924,200.      MT  (+/- 180 meters Scaled)
 NF0354
 NF0354                          SUPERSEDED SURVEY CONTROL
 NF0354
 NF0354  NGVD 29 (??/??/92)  258.150  (m)          846.95   (f) ADJ UNCH    2 0
 NF0354
 NF0354.Superseded values are not recommended for survey control.
 NF0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0354.See file dsdata.txt to determine how the superseded data were derived.
 NF0354
 NF0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN402191(NAD 83)
 NF0354_MARKER: DB = BENCH MARK DISK
 NF0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0354_STAMPING: 846.914 B 116 1934
 NF0354_MARK LOGO: CGS   
 NF0354_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0354+STABILITY: SURFACE MOTION
 NF0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0354+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 NF0354
 NF0354  HISTORY     - Date     Condition        Report By
 NF0354  HISTORY     - 1934     MONUMENTED       CGS
 NF0354  HISTORY     - 1940     GOOD             NGS
 NF0354  HISTORY     - 1979     POOR             USGS
 NF0354  HISTORY     - 19941109 POOR             MI-015
 NF0354  HISTORY     - 20050409 POOR             USPSQD
 NF0354
 NF0354                          STATION DESCRIPTION
 NF0354
 NF0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0354'2.5 MI S FROM HASTINGS.
 NF0354'2.5 MILES SOUTH OF HASTINGS, BARRY COUNTY, IN THE SOUTHEAST
 NF0354'QUARTER OF SECTION 30, T 3 N, R 8 W, AT THE POINT WHERE THE
 NF0354'OLD ROADBED OF THE CHICAGO, KALAMAZOO AND SAGINAW RAILWAY
 NF0354'CROSSES A NORTH-AND-SOUTH DIRT ROAD, 0.3 MILE NORTH OF THE
 NF0354'POINT WHERE A GRAVEL ROAD SWINGS NORTHEAST AND SOUTH, 0.15
 NF0354'MILE NORTH OF THE JUNCTION OF A DIRT ROAD LEADING WEST, 35 FEET
 NF0354'SOUTHEAST OF THE CENTERLINE OF THE OLD RAILROAD BED, 32 FEET
 NF0354'WEST OF THE CENTERLINE OF THE ROAD, 4 FEET SOUTHWEST OF A FENCE,
 NF0354'2 FEET SOUTHEAST OF ANOTHER FENCE, AND IN THE FENCE CORNER.  A
 NF0354'STANDARD DISK, STAMPED 846.914 B 116 1934 AND SET IN THE TOP
 NF0354'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 NF0354
 NF0354                          STATION RECOVERY (1979)
 NF0354
 NF0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0354'MARK RECOVERED IN POOR CONDITION.
 NF0354
 NF0354                          STATION RECOVERY (1994)
 NF0354
 NF0354'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0354'FOUND MARK IN POOR CONDITION. NOTE--2.0 FEET SOUTHEAST OF OLD RAILROAD
 NF0354'R/W FENCE, 4.0 FEET SOUTHOF VERY OLD FENCE CORNER POST, AND CARSONITE
 NF0354'WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT SUITABLE FOR GPS.
 NF0354
 NF0354                          STATION RECOVERY (2005)
 NF0354
 NF0354'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0354'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0587 ***********************************************************************
 NF0587  DESIGNATION -  B 117
 NF0587  PID         -  NF0587
 NF0587  STATE/COUNTY-  MI/VAN BUREN
 NF0587  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0587
 NF0587                         *CURRENT SURVEY CONTROL
 NF0587  ___________________________________________________________________
 NF0587* NAD 83(1986)-  42 22 59.     (N)    085 57 25.     (W)     SCALED    
 NF0587* NAVD 88     -       224.447  (meters)     736.37   (feet)  ADJUSTED  
 NF0587  ___________________________________________________________________
 NF0587  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0587  DYNAMIC HT  -         224.385 (meters)     736.17  (feet)  COMP
 NF0587  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 NF0587
 NF0587  VERT ORDER  -  SECOND    CLASS 0
 NF0587
 NF0587.The horizontal coordinates were scaled from a topographic map and have
 NF0587.an estimated accuracy of +/- 6 seconds.
 NF0587
 NF0587.The orthometric height was determined by differential leveling
 NF0587.and adjusted by the National Geodetic Survey in June 1991..
 NF0587
 NF0587.The geoid height was determined by GEOID03.
 NF0587
 NF0587.The dynamic height is computed by dividing the NAVD 88
 NF0587.geopotential number by the normal gravity value computed on the
 NF0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0587.degrees latitude (g = 980.6199 gals.).
 NF0587
 NF0587.The modeled gravity was interpolated from observed gravity values.
 NF0587
 NF0587;                    North         East    Units  Estimated Accuracy
 NF0587;SPC MI S     -    99,330.    3,869,050.      MT  (+/- 180 meters Scaled)
 NF0587
 NF0587                          SUPERSEDED SURVEY CONTROL
 NF0587
 NF0587  NGVD 29 (??/??/92)  224.582  (m)          736.82   (f) ADJ UNCH    2 0
 NF0587
 NF0587.Superseded values are not recommended for survey control.
 NF0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0587.See file dsdata.txt to determine how the superseded data were derived.
 NF0587
 NF0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM858928(NAD 83)
 NF0587_MARKER: DB = BENCH MARK DISK
 NF0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0587_STAMPING: B 117 1934 736.823
 NF0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0587+STABILITY: SURFACE MOTION
 NF0587
 NF0587  HISTORY     - Date     Condition        Report By
 NF0587  HISTORY     - 1934     MONUMENTED       CGS
 NF0587  HISTORY     - 1948     GOOD             NGS
 NF0587  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0587  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0587  HISTORY     - 19971010 MARK NOT FOUND   USPSQD
 NF0587  HISTORY     - 20000816 MARK NOT FOUND   MI-159
 NF0587
 NF0587                          STATION DESCRIPTION
 NF0587
 NF0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0587'AT BLOOMINGDALE.
 NF0587'AT BLOOMINGDALE, IN THE SOUTHEAST CORNER OF A SMALL CITY PARK
 NF0587'AND 186 FEET EAST OF THE SOUTHEAST CORNER OF THE MICHIGAN CENTRAL
 NF0587'RAILROAD STATION, 43.5 FEET NORTH-NORTHEAST OF THE NEAR RAIL OF
 NF0587'THE MAIN TRACK, 50 FEET WEST OF THE CENTER LINE OF A NORTH-SOUTH
 NF0587'STREET, 58 FEET SOUTHEAST OF A FLAG POLE IN PARK, 56.5 FEET
 NF0587'SOUTHEAST OF A MEMORIAL STONE IN MEMORY OF VETERANS OF ALL WARS,
 NF0587'3 FEET NORTHWEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A
 NF0587'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND TRACK
 NF0587'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0587
 NF0587                          STATION RECOVERY (1983)
 NF0587
 NF0587'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0587'MARK NOT FOUND.
 NF0587
 NF0587                          STATION RECOVERY (1984)
 NF0587
 NF0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0587'THIS AREA IS NOW THE SITE OF A PARKING AREA.
 NF0587
 NF0587                          STATION RECOVERY (1997)
 NF0587
 NF0587'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0587'MARK NOT FOUND.
 NF0587
 NF0587                          STATION RECOVERY (2000)
 NF0587
 NF0587'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0587'COULD NOT FIND ACTUAL MARKER, COULD BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0815 ***********************************************************************
 ME0815  DESIGNATION -  B 118
 ME0815  PID         -  ME0815
 ME0815  STATE/COUNTY-  MI/BERRIEN
 ME0815  USGS QUAD   -  BRIDGMAN (1978)
 ME0815
 ME0815                         *CURRENT SURVEY CONTROL
 ME0815  ___________________________________________________________________
 ME0815* NAD 83(1986)-  41 59 09.     (N)    086 32 05.     (W)     SCALED    
 ME0815* NAVD 88     -       200.784  (meters)     658.74   (feet)  ADJUSTED  
 ME0815  ___________________________________________________________________
 ME0815  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 ME0815  DYNAMIC HT  -         200.715 (meters)     658.51  (feet)  COMP
 ME0815  MODELED GRAV-     980,275.6   (mgal)                       NAVD 88
 ME0815
 ME0815  VERT ORDER  -  SECOND    CLASS 0
 ME0815
 ME0815.The horizontal coordinates were scaled from a topographic map and have
 ME0815.an estimated accuracy of +/- 6 seconds.
 ME0815
 ME0815.The orthometric height was determined by differential leveling
 ME0815.and adjusted by the National Geodetic Survey in June 1991..
 ME0815
 ME0815.The geoid height was determined by GEOID03.
 ME0815
 ME0815.The dynamic height is computed by dividing the NAVD 88
 ME0815.geopotential number by the normal gravity value computed on the
 ME0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0815.degrees latitude (g = 980.6199 gals.).
 ME0815
 ME0815.The modeled gravity was interpolated from observed gravity values.
 ME0815
 ME0815;                    North         East    Units  Estimated Accuracy
 ME0815;SPC MI S     -    56,280.    3,820,350.      MT  (+/- 180 meters Scaled)
 ME0815
 ME0815                          SUPERSEDED SURVEY CONTROL
 ME0815
 ME0815  NGVD 29 (??/??/92)  200.915  (m)          659.17   (f) ADJ UNCH    2 0
 ME0815
 ME0815.Superseded values are not recommended for survey control.
 ME0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0815.See file dsdata.txt to determine how the superseded data were derived.
 ME0815
 ME0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM385483(NAD 83)
 ME0815_MARKER: DB = BENCH MARK DISK
 ME0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0815_STAMPING: B 118 1934
 ME0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0815+STABILITY: SURFACE MOTION
 ME0815
 ME0815  HISTORY     - Date     Condition        Report By
 ME0815  HISTORY     - 1934     MONUMENTED       CGS
 ME0815  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0815
 ME0815                          STATION DESCRIPTION
 ME0815
 ME0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0815'2.1 MI S FROM STEVENSVILLE.
 ME0815'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0815'THE PERE MARQUETTE RAILWAY, 5 RAILS SOUTH OF MP NO. C 87, 13
 ME0815'YARDS EAST OF THE EAST RAIL, 20 YARDS NORTHEAST OF THE CENTER
 ME0815'OF A DIRT ROAD CROSSING, 12 1/2 YARDS NORTH OF THE CENTER LINE OF
 ME0815'A DIRT ROAD, 1 YARD WEST OF A FENCE LINE, A CONCRETE POST, 7
 ME0815'INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED B 118 1934.
 ME0815
 ME0815                          STATION RECOVERY (1985)
 ME0815
 ME0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0815'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0013 ***********************************************************************
 MD0013  DESIGNATION -  B 119
 MD0013  PID         -  MD0013
 MD0013  STATE/COUNTY-  MI/HILLSDALE
 MD0013  USGS QUAD   -  PITTSFORD (1962)
 MD0013
 MD0013                         *CURRENT SURVEY CONTROL
 MD0013  ___________________________________________________________________
 MD0013* NAD 83(1986)-  41 48 40.     (N)    084 23 22.     (W)     SCALED    
 MD0013* NAVD 88     -       281.163  (meters)     922.45   (feet)  ADJUSTED  
 MD0013  ___________________________________________________________________
 MD0013  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 MD0013  DYNAMIC HT  -         281.054 (meters)     922.09  (feet)  COMP
 MD0013  MODELED GRAV-     980,226.6   (mgal)                       NAVD 88
 MD0013
 MD0013  VERT ORDER  -  SECOND    CLASS 0
 MD0013
 MD0013.The horizontal coordinates were scaled from a topographic map and have
 MD0013.an estimated accuracy of +/- 6 seconds.
 MD0013
 MD0013.The orthometric height was determined by differential leveling
 MD0013.and adjusted by the National Geodetic Survey in June 1991..
 MD0013
 MD0013.The geoid height was determined by GEOID03.
 MD0013
 MD0013.The dynamic height is computed by dividing the NAVD 88
 MD0013.geopotential number by the normal gravity value computed on the
 MD0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0013.degrees latitude (g = 980.6199 gals.).
 MD0013
 MD0013.The modeled gravity was interpolated from observed gravity values.
 MD0013
 MD0013;                    North         East    Units  Estimated Accuracy
 MD0013;SPC MI S     -    34,560.    3,998,110.      MT  (+/- 180 meters Scaled)
 MD0013
 MD0013                          SUPERSEDED SURVEY CONTROL
 MD0013
 MD0013  NGVD 29 (??/??/92)  281.289  (m)          922.86   (f) ADJ UNCH    2 0
 MD0013
 MD0013.Superseded values are not recommended for survey control.
 MD0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0013.See file dsdata.txt to determine how the superseded data were derived.
 MD0013
 MD0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM168320(NAD 83)
 MD0013_MARKER: DB = BENCH MARK DISK
 MD0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0013_STAMPING: B 119 1934
 MD0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0013+STABILITY: SURFACE MOTION
 MD0013
 MD0013  HISTORY     - Date     Condition        Report By
 MD0013  HISTORY     - 1934     MONUMENTED       CGS
 MD0013  HISTORY     - 1961     MARK NOT FOUND   USGS
 MD0013  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0013
 MD0013                          STATION DESCRIPTION
 MD0013
 MD0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0013'2.1 MI N FROM PRATTVILLE.
 MD0013'2.1 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0013'STATION AT PRATTVILLE, HILLSDALE COUNTY, ABOUT 28.4 FEET SOUTHWEST
 MD0013'OF A WIRE FENCE CORNER POST, 21.9 FEET NORTHEAST OF THE EAST
 MD0013'RAIL AT THE CROSSING OF THE CENTERLINE OF A GRAVEL ROAD, 16
 MD0013'FEET NORTH OF THE CENTERLINE OF THE ROAD, 11.5 FEET EAST OF THE
 MD0013'EAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 MD0013'DISK, STAMPED B 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0013'NOTE-- BELIEVED DESTROYED WHEN ROAD WAS REBUILT.
 MD0013
 MD0013                          STATION RECOVERY (1961)
 MD0013
 MD0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD0013'MARK NOT FOUND.
 MD0013
 MD0013                          STATION RECOVERY (1988)
 MD0013
 MD0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0206 ***********************************************************************
 QK0206  DESIGNATION -  B 12
 QK0206  PID         -  QK0206
 QK0206  STATE/COUNTY-  MI/CHEBOYGAN
 QK0206  USGS QUAD   -  WOLVERINE (1986)
 QK0206
 QK0206                         *CURRENT SURVEY CONTROL
 QK0206  ___________________________________________________________________
 QK0206* NAD 83(1986)-  45 33 44.     (N)    084 31 32.     (W)     SCALED    
 QK0206* NAVD 88     -       184.038  (meters)     603.80   (feet)  ADJUSTED  
 QK0206  ___________________________________________________________________
 QK0206  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QK0206  DYNAMIC HT  -         184.035 (meters)     603.79  (feet)  COMP
 QK0206  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QK0206
 QK0206  VERT ORDER  -  FIRST     CLASS I
 QK0206
 QK0206.The horizontal coordinates were scaled from a topographic map and have
 QK0206.an estimated accuracy of +/- 6 seconds.
 QK0206
 QK0206.The orthometric height was determined by differential leveling
 QK0206.and adjusted by the National Geodetic Survey in June 1991..
 QK0206.WARNING-Repeat measurements at this control monument indicate possible
 QK0206.vertical movement.
 QK0206
 QK0206.The geoid height was determined by GEOID03.
 QK0206
 QK0206.The dynamic height is computed by dividing the NAVD 88
 QK0206.geopotential number by the normal gravity value computed on the
 QK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0206.degrees latitude (g = 980.6199 gals.).
 QK0206
 QK0206.The modeled gravity was interpolated from observed gravity values.
 QK0206
 QK0206;                    North         East    Units  Estimated Accuracy
 QK0206;SPC MI C     -   249,540.    5,987,600.      MT  (+/- 180 meters Scaled)
 QK0206
 QK0206                          SUPERSEDED SURVEY CONTROL
 QK0206
 QK0206  NGVD 29 (??/??/92)  184.070  (m)          603.90   (f) ADJ UNCH    1 1
 QK0206
 QK0206.Superseded values are not recommended for survey control.
 QK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0206.See file dsdata.txt to determine how the superseded data were derived.
 QK0206
 QK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR931483(NAD 83)
 QK0206_MARKER: DB = BENCH MARK DISK
 QK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0206+STABILITY: SURFACE MOTION
 QK0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0206+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2004
 QK0206
 QK0206  HISTORY     - Date     Condition        Report By
 QK0206  HISTORY     - 1916     MONUMENTED       CGS
 QK0206  HISTORY     - 1973     GOOD             USLS
 QK0206  HISTORY     - 20040716 GOOD             GEOCAC
 QK0206
 QK0206                          STATION DESCRIPTION
 QK0206
 QK0206'DESCRIBED BY US LAKE SURVEY 1973
 QK0206'AT MULLETT LAKE.
 QK0206'B 12 IS AT MULLETT LAKE, CHEBOYGAN, MICHIGAN, ESTABLISHED BY U.S.
 QK0206'COAST AND GEODETIC SURVEY, 7.0 MILES SOUTHERLY ALONG M-27 (MAIN
 QK0206'ST.) FROM POST OFFICE IN CHEBOYGAN, THEN 0.13 MILE EAST ALONG
 QK0206'POLISH LINE RD., SOUTHEASTERLY ALONG PENN CENTRAL R.R. TRACK
 QK0206'FROM EXTENDED CENTER LINE OF POLISH LINE RD., 90 FEET SOUTH OF
 QK0206'SOUTH FACE OF FORMER MICHIGAN CENTRAL RAILROAD DEPOT, NOW A
 QK0206'PRIVATELY OWNED DWELLING, 37.7 FEET WESTERLY OF WESTERLY RAIL OF
 QK0206'PENN CENTRAL RAILROAD TRACKS, 3/4-FOOT ABOVE THE GROUND, BEING
 QK0206'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 QK0206'TOP OF A WHITE MARBLE POST.  NOTE-- PREV. DESIG. B 12 1916.
 QK0206
 QK0206                          STATION RECOVERY (2004)
 QK0206
 QK0206'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 QK0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1018 ***********************************************************************
 RL1018  DESIGNATION -  B 120
 RL1018  PID         -  RL1018
 RL1018  STATE/COUNTY-  MI/GOGEBIC
 RL1018  USGS QUAD   -  IMP LAKE (1982)
 RL1018
 RL1018                         *CURRENT SURVEY CONTROL
 RL1018  ___________________________________________________________________
 RL1018* NAD 83(1986)-  46 11 45.     (N)    089 04 43.     (W)     SCALED    
 RL1018* NAVD 88     -       529.190  (meters)    1736.18   (feet)  ADJUSTED  
 RL1018  ___________________________________________________________________
 RL1018  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1018  DYNAMIC HT  -         529.196 (meters)    1736.20  (feet)  COMP
 RL1018  MODELED GRAV-     980,608.1   (mgal)                       NAVD 88
 RL1018
 RL1018  VERT ORDER  -  SECOND    CLASS 0
 RL1018
 RL1018.The horizontal coordinates were scaled from a topographic map and have
 RL1018.an estimated accuracy of +/- 6 seconds.
 RL1018
 RL1018.The orthometric height was determined by differential leveling
 RL1018.and adjusted by the National Geodetic Survey in June 1991..
 RL1018
 RL1018.The geoid height was determined by GEOID03.
 RL1018
 RL1018.The dynamic height is computed by dividing the NAVD 88
 RL1018.geopotential number by the normal gravity value computed on the
 RL1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1018.degrees latitude (g = 980.6199 gals.).
 RL1018
 RL1018.The modeled gravity was interpolated from observed gravity values.
 RL1018
 RL1018;                    North         East    Units  Estimated Accuracy
 RL1018;SPC MI N     -   159,090.    7,839,590.      MT  (+/- 180 meters Scaled)
 RL1018
 RL1018                          SUPERSEDED SURVEY CONTROL
 RL1018
 RL1018  NGVD 29 (??/??/92)  529.207  (m)         1736.24   (f) ADJ UNCH    2 0
 RL1018
 RL1018.Superseded values are not recommended for survey control.
 RL1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1018.See file dsdata.txt to determine how the superseded data were derived.
 RL1018
 RL1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS396179(NAD 83)
 RL1018_MARKER: DB = BENCH MARK DISK
 RL1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1018_STAMPING: B 120 1948
 RL1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1018+STABILITY: SURFACE MOTION
 RL1018
 RL1018  HISTORY     - Date     Condition        Report By
 RL1018  HISTORY     - 1948     MONUMENTED       CGS
 RL1018  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1018
 RL1018                          STATION DESCRIPTION
 RL1018
 RL1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1018'8 MI NE FROM LAND O LAKES.
 RL1018'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1018'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1018'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1018'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING
 RL1018'TO U.S. HIGHWAY 2, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION
 RL1018'OF A ROAD NORTH TO IMP LAKE, AT THE TOP OF A LOW GRADE IN ROAD
 RL1018'AND AT THE JUNCTION OF A DIM TRAIL EAST, 21 FEET SOUTHEAST OF
 RL1018'THE CENTER LINE OF THE GRAVEL ROAD, 47 FEET SOUTHWEST OF A
 RL1018'TRIANGULAR BLAZED 20-INCH MAPLE TREE, 5 FEET NORTHWEST OF A
 RL1018'2 1/2 FOOT BOULDER, 15 FEET SOUTH OF THE CENTER LINE OF THE
 RL1018'TRAIL EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL1018'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1018'PROJECTING 4 INCHES.
 RL1018
 RL1018                          STATION RECOVERY (2005)
 RL1018
 RL1018'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1018'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0439 ***********************************************************************
 RL0439  DESIGNATION -  B 121
 RL0439  PID         -  RL0439
 RL0439  STATE/COUNTY-  MI/IRON
 RL0439  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0439
 RL0439                         *CURRENT SURVEY CONTROL
 RL0439  ___________________________________________________________________
 RL0439* NAD 83(1986)-  46 07 58.     (N)    088 55 18.     (W)     SCALED    
 RL0439* NAVD 88     -       525.268  (meters)    1723.32   (feet)  ADJUSTED  
 RL0439  ___________________________________________________________________
 RL0439  GEOID HEIGHT-         -31.58  (meters)                     GEOID03
 RL0439  DYNAMIC HT  -         525.274 (meters)    1723.34  (feet)  COMP
 RL0439  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 RL0439
 RL0439  VERT ORDER  -  SECOND    CLASS 0
 RL0439
 RL0439.The horizontal coordinates were scaled from a topographic map and have
 RL0439.an estimated accuracy of +/- 6 seconds.
 RL0439
 RL0439.The orthometric height was determined by differential leveling
 RL0439.and adjusted by the National Geodetic Survey in June 1991..
 RL0439
 RL0439.The geoid height was determined by GEOID03.
 RL0439
 RL0439.The dynamic height is computed by dividing the NAVD 88
 RL0439.geopotential number by the normal gravity value computed on the
 RL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0439.degrees latitude (g = 980.6199 gals.).
 RL0439
 RL0439.The modeled gravity was interpolated from observed gravity values.
 RL0439
 RL0439;                    North         East    Units  Estimated Accuracy
 RL0439;SPC MI N     -   151,780.    7,851,530.      MT  (+/- 180 meters Scaled)
 RL0439
 RL0439                          SUPERSEDED SURVEY CONTROL
 RL0439
 RL0439  NGVD 29 (??/??/92)  525.283  (m)         1723.37   (f) ADJ UNCH    2 0
 RL0439
 RL0439.Superseded values are not recommended for survey control.
 RL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0439.See file dsdata.txt to determine how the superseded data were derived.
 RL0439
 RL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS515105(NAD 83)
 RL0439_MARKER: DB = BENCH MARK DISK
 RL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0439_STAMPING: B 121 1948
 RL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0439+STABILITY: SURFACE MOTION
 RL0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0439+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 RL0439
 RL0439  HISTORY     - Date     Condition        Report By
 RL0439  HISTORY     - 1948     MONUMENTED       CGS
 RL0439  HISTORY     - 20050407 GOOD             GEOCAC
 RL0439
 RL0439                          STATION DESCRIPTION
 RL0439
 RL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0439'11.8 MI NE FROM PHELPS.
 RL0439'2.65 MILES EAST ALONG STATE HIGHWAY 17 FROM THE PHELPS STATE
 RL0439'BANK BUILDING AT PHELPS, THENCE ABOUT 9.1 MILES NORTH AND
 RL0439'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.25 MILE WEST OF THE
 RL0439'JUNCTION OF A TRAIL SOUTH, ABOUT 0.9 MILE WEST OF THE JUNCTION
 RL0439'OF A NORTHEAST-SOUTHWEST ROAD, AT THE OUTSIDE OF A CURVE WITH
 RL0439'TANGENTS WEST AND SOUTHEAST AND 110 FEET EAST OF THE TOP OF A
 RL0439'GRADE, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE
 RL0439'EAST END OF A CUT, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RL0439'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0439'POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM ELMWOOD,
 RL0439'IRON COUNTY BY GOING ABOUT 5.2 MILES SOUTH ALONG FOREST SERVICE
 RL0439'ROAD NO. 16, THENCE ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 2,
 RL0439'THENCE ABOUT 2.8 MILES SOUTHWEST ALONG SMOKY LAKE ROAD, THENCE
 RL0439'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD AND SITE OF MARK.
 RL0439
 RL0439                          STATION RECOVERY (2005)
 RL0439
 RL0439'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0439'NAD 83(1986)-  46 07 57.6 (N)    088 55 19.5 (W)  HANDHELD GPS
 RL0439' 
 RL0439'TO REACH FROM THE JUNCTION OF US HWY 2 AND NAT'L FOREST HWY 16, GO
 RL0439'SOUTH ALONG A PAVED ROAD 2.7 MILES TO A GRAVEL ROAD RIGHT, THENCE WEST
 RL0439'ALONG FOREST ROAD NO.3210 TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1009 ***********************************************************************
 RL1009  DESIGNATION -  B 122
 RL1009  PID         -  RL1009
 RL1009  STATE/COUNTY-  MI/ONTONAGON
 RL1009  USGS QUAD   -  PHELPS (1981)
 RL1009
 RL1009                         *CURRENT SURVEY CONTROL
 RL1009  ___________________________________________________________________
 RL1009* NAD 83(1986)-  46 20 54.     (N)    089 01 27.     (W)     SCALED    
 RL1009* NAVD 88     -       508.314  (meters)    1667.69   (feet)  ADJUSTED  
 RL1009  ___________________________________________________________________
 RL1009  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 RL1009  DYNAMIC HT  -         508.326 (meters)    1667.73  (feet)  COMP
 RL1009  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 RL1009
 RL1009  VERT ORDER  -  SECOND    CLASS 0
 RL1009
 RL1009.The horizontal coordinates were scaled from a topographic map and have
 RL1009.an estimated accuracy of +/- 6 seconds.
 RL1009
 RL1009.The orthometric height was determined by differential leveling
 RL1009.and adjusted by the National Geodetic Survey in June 1991..
 RL1009
 RL1009.The geoid height was determined by GEOID03.
 RL1009
 RL1009.The dynamic height is computed by dividing the NAVD 88
 RL1009.geopotential number by the normal gravity value computed on the
 RL1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1009.degrees latitude (g = 980.6199 gals.).
 RL1009
 RL1009.The modeled gravity was interpolated from observed gravity values.
 RL1009
 RL1009;                    North         East    Units  Estimated Accuracy
 RL1009;SPC MI N     -   175,930.    7,844,220.      MT  (+/- 180 meters Scaled)
 RL1009
 RL1009                          SUPERSEDED SURVEY CONTROL
 RL1009
 RL1009  NGVD 29 (??/??/92)  508.332  (m)         1667.75   (f) ADJ UNCH    2 0
 RL1009
 RL1009.Superseded values are not recommended for survey control.
 RL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1009.See file dsdata.txt to determine how the superseded data were derived.
 RL1009
 RL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS442347(NAD 83)
 RL1009_MARKER: DB = BENCH MARK DISK
 RL1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1009_STAMPING: B 122 1948
 RL1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1009+STABILITY: SURFACE MOTION
 RL1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1009+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1009
 RL1009  HISTORY     - Date     Condition        Report By
 RL1009  HISTORY     - 1948     MONUMENTED       CGS
 RL1009  HISTORY     - 20040720 GOOD             GEOCAC
 RL1009
 RL1009                          STATION DESCRIPTION
 RL1009
 RL1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1009'11.7 MI NE FROM WATERSMEET.
 RL1009'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1009'FROM THE STATION AT WATERSMEET, THENCE ABOUT 5.0 MILES NORTH
 RL1009'ALONG TROUT CREEK ROAD, ABOUT 2.2 MILES NORTH OF THE BRIDGE
 RL1009'OVER MC GINTY CREEK, ABOUT 1.25 MILES SOUTH OF THE BRIDGE OVER
 RL1009'DEADMAN CREEK, ABOUT 0.45 MILE NORTH OF THE JUNCTION OF A ROAD
 RL1009'SOUTHEAST, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF A ROAD
 RL1009'WEST TO HIGHWAY 45, ON THE OUTSIDE OF A CURVE SOUTH AND
 RL1009'NORTHWEST, ABOUT 85 YARDS NORTH OF THE TOP OF A GRADE, AT THE
 RL1009'Y JUNCTION OF AN OLD LOGGING RAILROAD BED, 21.5 FEET EAST OF THE
 RL1009'CENTER LINE OF THE ROAD, IN THE SOUTHEAST EDGE OF ABANDONDED
 RL1009'RR BED, 96 FEET NORTHEAST AND ACROSS THE ROAD FROM A 24-INCH
 RL1009'MAPLE TREE, 60.5 FEET NORTHEAST AND ACROSS THE ROAD FROM A
 RL1009'14-INCH HEMLOCK TREE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 RL1009'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1009'POST PROJECTING 4 INCHES.
 RL1009
 RL1009                          STATION RECOVERY (2004)
 RL1009
 RL1009'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1009'NAD 83 -  46 20 54.9 (N) -  089 01 29.5 (W)  HANDHELD DGPS
 RL1009' 
 RL1009'FOUND THE OLD 14-INCH HEMLOCK WITH BLAZE IN GOOD CONDITION.  MARK IS
 RL1009'2.5 FT NORTH OF A 12-INCH WHITE BIRCH TREE, 1 FT SOUTH OF A METAL
 RL1009'WITNESS POST AND FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0262 ***********************************************************************
 RL0262  DESIGNATION -  B 123
 RL0262  PID         -  RL0262
 RL0262  STATE/COUNTY-  MI/HOUGHTON
 RL0262  USGS QUAD   -  
 RL0262
 RL0262                         *CURRENT SURVEY CONTROL
 RL0262  ___________________________________________________________________
 RL0262* NAD 83(1986)-  46 29 14.     (N)    088 54 50.     (W)     SCALED    
 RL0262* NAVD 88     -       361.616  (meters)    1186.40   (feet)  ADJUSTED  
 RL0262  ___________________________________________________________________
 RL0262  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 RL0262  DYNAMIC HT  -         361.629 (meters)    1186.44  (feet)  COMP
 RL0262  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 RL0262
 RL0262  VERT ORDER  -  FIRST     CLASS II
 RL0262
 RL0262.The horizontal coordinates were scaled from a topographic map and have
 RL0262.an estimated accuracy of +/- 6 seconds.
 RL0262
 RL0262.The orthometric height was determined by differential leveling
 RL0262.and adjusted by the National Geodetic Survey in June 1991..
 RL0262.WARNING-Repeat measurements at this control monument indicate possible
 RL0262.vertical movement.
 RL0262
 RL0262.The geoid height was determined by GEOID03.
 RL0262
 RL0262.The dynamic height is computed by dividing the NAVD 88
 RL0262.geopotential number by the normal gravity value computed on the
 RL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0262.degrees latitude (g = 980.6199 gals.).
 RL0262
 RL0262.The modeled gravity was interpolated from observed gravity values.
 RL0262
 RL0262;                    North         East    Units  Estimated Accuracy
 RL0262;SPC MI N     -   191,150.    7,853,080.      MT  (+/- 180 meters Scaled)
 RL0262
 RL0262                          SUPERSEDED SURVEY CONTROL
 RL0262
 RL0262  NGVD 29 (??/??/92)  361.580  (m)         1186.28   (f) ADJ UNCH    1 2
 RL0262
 RL0262.Superseded values are not recommended for survey control.
 RL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0262.See file dsdata.txt to determine how the superseded data were derived.
 RL0262
 RL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS531499(NAD 83)
 RL0262_MARKER: DB = BENCH MARK DISK
 RL0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0262_STAMPING: B 123 1948
 RL0262_MARK LOGO: CGS   
 RL0262_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0262+STABILITY: SURFACE MOTION
 RL0262
 RL0262  HISTORY     - Date     Condition        Report By
 RL0262  HISTORY     - 1948     MONUMENTED       CGS
 RL0262  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0262  HISTORY     - 1985     GOOD             NGS
 RL0262
 RL0262                          STATION DESCRIPTION
 RL0262
 RL0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0262'1 MI W FROM KENTON.
 RL0262'1.05 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0262'RAILWAY FROM THE STATION AT KENTON, 90 YARDS WEST OF A SIGN
 RL0262'STATION ONE MILE, ABOUT 30 FEET WEST OF THE EAST END OF A CUT,
 RL0262'51 FEET WEST OF THE SOUTH END OF A 10-INCH IRON PIPE CULVERT
 RL0262'UNDER RAILROAD BETWEEN 2 CUTS, 50 FEET SOUTH OF THE SOUTH RAIL,
 RL0262'50 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 28 PARALLELING
 RL0262'THE TRACK, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 2 FEET
 RL0262'ABOVE THE TRACK, 1 1/2 FEET BELOW THE HIGHWAY AND SET IN THE
 RL0262'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0262
 RL0262                          STATION RECOVERY (1978)
 RL0262
 RL0262'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0262'MARK NOT FOUND.
 RL0262
 RL0262                          STATION RECOVERY (1985)
 RL0262
 RL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0262'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.2 KM
 RL0262'(15.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0262'HIGHWAY 45 IN BRUCE CROSSING, ACROSS THE HIGHWAY FROM A SMALL RESORT,
 RL0262'26.1 M (85.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.6 M
 RL0262'(51.2 FT) WEST OF THE WEST EDGE OF A PIPE CULVERT, 9.3 M (30.5 FT)
 RL0262'NORTH-NORTHWEST OF A UTILITY POLE, AND 9.0 M (29.5 FT) SOUTH OF THE
 RL0262'NEAR RAIL OF THE SOO LINE RAILROAD.
 RL0262'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL0262'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0456 ***********************************************************************
 RL0456  DESIGNATION -  B 124
 RL0456  PID         -  RL0456
 RL0456  STATE/COUNTY-  MI/IRON
 RL0456  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0456
 RL0456                         *CURRENT SURVEY CONTROL
 RL0456  ___________________________________________________________________
 RL0456* NAD 83(1986)-  46 03 09.     (N)    088 45 07.     (W)     SCALED    
 RL0456* NAVD 88     -       487.142  (meters)    1598.23   (feet)  ADJUSTED  
 RL0456  ___________________________________________________________________
 RL0456  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0456  DYNAMIC HT  -         487.147 (meters)    1598.25  (feet)  COMP
 RL0456  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 RL0456
 RL0456  VERT ORDER  -  SECOND    CLASS 0
 RL0456
 RL0456.The horizontal coordinates were scaled from a topographic map and have
 RL0456.an estimated accuracy of +/- 6 seconds.
 RL0456
 RL0456.The orthometric height was determined by differential leveling
 RL0456.and adjusted by the National Geodetic Survey in June 1991..
 RL0456
 RL0456.The geoid height was determined by GEOID03.
 RL0456
 RL0456.The dynamic height is computed by dividing the NAVD 88
 RL0456.geopotential number by the normal gravity value computed on the
 RL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0456.degrees latitude (g = 980.6199 gals.).
 RL0456
 RL0456.The modeled gravity was interpolated from observed gravity values.
 RL0456
 RL0456;                    North         East    Units  Estimated Accuracy
 RL0456;SPC MI N     -   142,560.    7,864,440.      MT  (+/- 180 meters Scaled)
 RL0456
 RL0456                          SUPERSEDED SURVEY CONTROL
 RL0456
 RL0456  NGVD 29 (??/??/92)  487.143  (m)         1598.23   (f) ADJ UNCH    2 0
 RL0456
 RL0456.Superseded values are not recommended for survey control.
 RL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0456.See file dsdata.txt to determine how the superseded data were derived.
 RL0456
 RL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS644013(NAD 83)
 RL0456_MARKER: DB = BENCH MARK DISK
 RL0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0456_STAMPING: B 124 1948
 RL0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0456+STABILITY: SURFACE MOTION
 RL0456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0456+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL0456
 RL0456  HISTORY     - Date     Condition        Report By
 RL0456  HISTORY     - 1948     MONUMENTED       CGS
 RL0456  HISTORY     - 20000309 GOOD             MIDT
 RL0456  HISTORY     - 20020619 GOOD             USPSQD
 RL0456  HISTORY     - 20060803 GOOD             USPSQD
 RL0456
 RL0456                          STATION DESCRIPTION
 RL0456
 RL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0456'6.2 MI SW FROM IRON RIVER.
 RL0456'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0456'IRON RIVER, THENCE ABOUT 4.9 MILES SOUTHWEST ALONG STATE HIGHWAY
 RL0456'73, ABOUT 0.65 MILE SOUTHWEST OF A SIGN ENTERING OTTAWA NATIONAL
 RL0456'FOREST AT THE NORTHEAST BOUNDARY OF THE FOREST, AT THE NORTHEAST
 RL0456'END OF A CURVE WITH TANGENTS SOUTH AND NORTHEAST AND THE JUNCTION
 RL0456'OF A TRAIL NORTHWEST, 33 FEET NORTHWEST OF THE CENTER LINE
 RL0456'OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0456'TRAIL NORTHWEST, 20 FEET SOUTH OF A 20-INCH ELM TREE, 2 FEET
 RL0456'NORTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET BELOW THE HIGHWAY
 RL0456'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0456
 RL0456                          STATION RECOVERY (2000)
 RL0456
 RL0456'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0456'US-2, 4.9 MI SOUTH ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON RIGHT
 RL0456'AT HWY CURVE TO THE LEFT. 32 FT -NW- OF HWY C/L, 18 FT -SW- OF C/L
 RL0456'WOODS ROAD -NE-, 7 FT -SE- OF TELEPHONE CABLE LOCATION SIGN POST, 1.6
 RL0456'FT -SW- OF WITNESS POST AND 1.5 FT BELOW LEVEL WITH HIGHWAY.
 RL0456
 RL0456                          STATION RECOVERY (2002)
 RL0456
 RL0456'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0456'RECOVERED IN GOOD CONDITION.
 RL0456
 RL0456                          STATION RECOVERY (2006)
 RL0456
 RL0456'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0335 ***********************************************************************
 RL0335  DESIGNATION -  B 125
 RL0335  PID         -  RL0335
 RL0335  STATE/COUNTY-  MI/IRON
 RL0335  USGS QUAD   -  SMOKY LAKE (1981)
 RL0335
 RL0335                         *CURRENT SURVEY CONTROL
 RL0335  ___________________________________________________________________
 RL0335* NAD 83(1986)-  46 17 53.     (N)    088 52 33.     (W)     SCALED    
 RL0335* NAVD 88     -       479.951  (meters)    1574.64   (feet)  ADJUSTED  
 RL0335  ___________________________________________________________________
 RL0335  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 RL0335  DYNAMIC HT  -         479.959 (meters)    1574.67  (feet)  COMP
 RL0335  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 RL0335
 RL0335  VERT ORDER  -  SECOND    CLASS 0
 RL0335
 RL0335.The horizontal coordinates were scaled from a topographic map and have
 RL0335.an estimated accuracy of +/- 6 seconds.
 RL0335
 RL0335.The orthometric height was determined by differential leveling
 RL0335.and adjusted by the National Geodetic Survey in June 1991..
 RL0335
 RL0335.The geoid height was determined by GEOID03.
 RL0335
 RL0335.The dynamic height is computed by dividing the NAVD 88
 RL0335.geopotential number by the normal gravity value computed on the
 RL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0335.degrees latitude (g = 980.6199 gals.).
 RL0335
 RL0335.The modeled gravity was interpolated from observed gravity values.
 RL0335
 RL0335;                    North         East    Units  Estimated Accuracy
 RL0335;SPC MI N     -   170,060.    7,855,500.      MT  (+/- 180 meters Scaled)
 RL0335
 RL0335                          SUPERSEDED SURVEY CONTROL
 RL0335
 RL0335  NGVD 29 (??/??/92)  479.963  (m)         1574.68   (f) ADJ UNCH    2 0
 RL0335
 RL0335.Superseded values are not recommended for survey control.
 RL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0335.See file dsdata.txt to determine how the superseded data were derived.
 RL0335
 RL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS555288(NAD 83)
 RL0335_MARKER: DB = BENCH MARK DISK
 RL0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0335_STAMPING: B 125 1948
 RL0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0335+STABILITY: SURFACE MOTION
 RL0335
 RL0335  HISTORY     - Date     Condition        Report By
 RL0335  HISTORY     - 1948     MONUMENTED       CGS
 RL0335  HISTORY     - 19970625 GOOD             USPSQD
 RL0335  HISTORY     - 20020613 GOOD             USPSQD
 RL0335
 RL0335                          STATION DESCRIPTION
 RL0335
 RL0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0335'6.2 MI N FROM ELMWOOD.
 RL0335'6.25 MILES NORTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE
 RL0335'INTERSECTION OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0335'160 FEET SOUTH OF THE SOUTHEAST CORNER OF A 60-FOOT WOODEN
 RL0335'BRIDGE OVER PAINT RIVER, 39 FEET EAST OF THE CENTER LINE OF
 RL0335'THE HIGHWAY, 30 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 RL0335'NORTHEAST, 36 FEET NORTH OF A TELEPHONE POLE AND 3 FEET EAST
 RL0335'OF BEING IN LINE WITH THE ROW OF POLES, 2 FEET SOUTH OF A WHITE
 RL0335'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 RL0335'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0335
 RL0335                          STATION RECOVERY (1997)
 RL0335
 RL0335'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0335'RECOVERED IN GOOD CONDITION.
 RL0335
 RL0335                          STATION RECOVERY (2002)
 RL0335
 RL0335'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0313 ***********************************************************************
 RL0313  DESIGNATION -  B 127
 RL0313  PID         -  RL0313
 RL0313  STATE/COUNTY-  MI/IRON
 RL0313  USGS QUAD   -  PORTER LAKE (1985)
 RL0313
 RL0313                         *CURRENT SURVEY CONTROL
 RL0313  ___________________________________________________________________
 RL0313* NAD 83(1986)-  46 21 58.     (N)    088 35 20.     (W)     SCALED    
 RL0313* NAVD 88     -       461.795  (meters)    1515.07   (feet)  ADJUSTED  
 RL0313  ___________________________________________________________________
 RL0313  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 RL0313  DYNAMIC HT  -         461.812 (meters)    1515.13  (feet)  COMP
 RL0313  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 RL0313
 RL0313  VERT ORDER  -  SECOND    CLASS 0
 RL0313
 RL0313.The horizontal coordinates were scaled from a topographic map and have
 RL0313.an estimated accuracy of +/- 6 seconds.
 RL0313
 RL0313.The orthometric height was determined by differential leveling
 RL0313.and adjusted by the National Geodetic Survey in June 1991..
 RL0313
 RL0313.The geoid height was determined by GEOID03.
 RL0313
 RL0313.The dynamic height is computed by dividing the NAVD 88
 RL0313.geopotential number by the normal gravity value computed on the
 RL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0313.degrees latitude (g = 980.6199 gals.).
 RL0313
 RL0313.The modeled gravity was interpolated from observed gravity values.
 RL0313
 RL0313;                    North         East    Units  Estimated Accuracy
 RL0313;SPC MI N     -   177,140.    7,877,750.      MT  (+/- 180 meters Scaled)
 RL0313
 RL0313                          SUPERSEDED SURVEY CONTROL
 RL0313
 RL0313  NGVD 29 (??/??/92)  461.789  (m)         1515.05   (f) ADJ UNCH    2 0
 RL0313
 RL0313.Superseded values are not recommended for survey control.
 RL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0313.See file dsdata.txt to determine how the superseded data were derived.
 RL0313
 RL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS777359(NAD 83)
 RL0313_MARKER: DB = BENCH MARK DISK
 RL0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0313_STAMPING: B 127 1948
 RL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0313+STABILITY: SURFACE MOTION
 RL0313
 RL0313  HISTORY     - Date     Condition        Report By
 RL0313  HISTORY     - 1948     MONUMENTED       CGS
 RL0313  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0313
 RL0313                          STATION DESCRIPTION
 RL0313
 RL0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0313'4.8 MI W FROM PARK SIDING.
 RL0313'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0313'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 3.35
 RL0313'MILES SOUTHWEST ALONG A LOGGING ROAD, THENCE ABOUT 0.9 MILE
 RL0313'SOUTHWEST ALONG A LOGGING TRAIL LEADING TO THE NORTHWEST TIP OF
 RL0313'CABLE LAKE, ABOUT 0.2 MILE SOUTHWEST OF A BRIDGE OVER A CREEK, AT
 RL0313'THE Y JUNCTION OF A TRAIL WEST, 28 FEET NORTH OF THE CENTER
 RL0313'LINE OF THE TRAIL WEST, 29 FEET NORTHWEST OF THE CENTER LINE
 RL0313'OF THE MAIN TRAIL, 7 FEET SOUTH-SOUTHWEST OF A 4-INCH PINE
 RL0313'TREE, 7 FEET EAST OF A 4-INCH TAMERAK TREE, ABOUT 1 FOOT ABOVE
 RL0313'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RL0313'INCHES.
 RL0313
 RL0313                          STATION RECOVERY (1982)
 RL0313
 RL0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0695 ***********************************************************************
 RL0695  DESIGNATION -  B 128
 RL0695  PID         -  RL0695
 RL0695  STATE/COUNTY-  MI/HOUGHTON
 RL0695  USGS QUAD   -  SIDNAW (1985)
 RL0695
 RL0695                         *CURRENT SURVEY CONTROL
 RL0695  ___________________________________________________________________
 RL0695* NAD 83(1986)-  46 30 26.     (N)    088 42 39.     (W)     SCALED    
 RL0695* NAVD 88     -       417.141  (meters)    1368.57   (feet)  ADJUSTED  
 RL0695  ___________________________________________________________________
 RL0695  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 RL0695  DYNAMIC HT  -         417.152 (meters)    1368.61  (feet)  COMP
 RL0695  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RL0695
 RL0695  VERT ORDER  -  FIRST     CLASS II
 RL0695
 RL0695.The horizontal coordinates were scaled from a topographic map and have
 RL0695.an estimated accuracy of +/- 6 seconds.
 RL0695
 RL0695.The orthometric height was determined by differential leveling
 RL0695.and adjusted by the National Geodetic Survey in June 1991..
 RL0695
 RL0695.The geoid height was determined by GEOID03.
 RL0695
 RL0695.The dynamic height is computed by dividing the NAVD 88
 RL0695.geopotential number by the normal gravity value computed on the
 RL0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0695.degrees latitude (g = 980.6199 gals.).
 RL0695
 RL0695.The modeled gravity was interpolated from observed gravity values.
 RL0695
 RL0695;                    North         East    Units  Estimated Accuracy
 RL0695;SPC MI N     -   193,020.    7,868,710.      MT  (+/- 180 meters Scaled)
 RL0695
 RL0695                          SUPERSEDED SURVEY CONTROL
 RL0695
 RL0695  NGVD 29 (??/??/92)  417.151  (m)         1368.60   (f) ADJ UNCH    1 2
 RL0695
 RL0695.Superseded values are not recommended for survey control.
 RL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0695.See file dsdata.txt to determine how the superseded data were derived.
 RL0695
 RL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS687518(NAD 83)
 RL0695_MARKER: DB = BENCH MARK DISK
 RL0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0695_STAMPING: B 128 1948
 RL0695_MARK LOGO: CGS   
 RL0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0695+STABILITY: SURFACE MOTION
 RL0695
 RL0695  HISTORY     - Date     Condition        Report By
 RL0695  HISTORY     - 1948     MONUMENTED       CGS
 RL0695  HISTORY     - 1985     GOOD             NGS
 RL0695  HISTORY     - 1989     GOOD             USPSQD
 RL0695
 RL0695                          STATION DESCRIPTION
 RL0695
 RL0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0695'AT SIDNAW.
 RL0695'AT SIDNAW, ABOUT 0.1 MILE NORTH OF THE POST OFFICE, AT THE SOUTH
 RL0695'AND MAIN GATE TO THE PRICKETT-GROOMS AIRPORT, ABOUT 0.1 MILE
 RL0695'SOUTHEAST OF THE SIDNAW SCHOOL, 22 FEET WEST OF THE CENTER LINE
 RL0695'OF THE ENTRANCE ROAD, 16.5 FEET NORTH OF A WIRE FENCE, 18 FEET
 RL0695'NORTHWEST OF THE NORTHWEST CORNER OF A STONE BUILT WEST GATE POST
 RL0695'AT AIRPORT ENTRANCE, 33.5 FEET NORTHWEST OF THE NORTHWEST
 RL0695'CORNER OF THE EAST GATE POST, 2 FEET EAST OF A WHITE WOODEN
 RL0695'WITNESS POST, 1 FOOT BELOW THE AIRPORT ROAD AND SET IN THE TOP
 RL0695'OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0695
 RL0695                          STATION RECOVERY (1985)
 RL0695
 RL0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0695'RECOVERED IN GOOD CONDITION.
 RL0695
 RL0695                          STATION RECOVERY (1989)
 RL0695
 RL0695'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0648 ***********************************************************************
 RL0648  DESIGNATION -  B 129
 RL0648  PID         -  RL0648
 RL0648  STATE/COUNTY-  MI/BARAGA
 RL0648  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0648
 RL0648                         *CURRENT SURVEY CONTROL
 RL0648  ___________________________________________________________________
 RL0648* NAD 83(1986)-  46 39 05.     (N)    088 35 21.     (W)     SCALED    
 RL0648* NAVD 88     -       397.957  (meters)    1305.63   (feet)  ADJUSTED  
 RL0648  ___________________________________________________________________
 RL0648  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 RL0648  DYNAMIC HT  -         397.970 (meters)    1305.67  (feet)  COMP
 RL0648  MODELED GRAV-     980,636.0   (mgal)                       NAVD 88
 RL0648
 RL0648  VERT ORDER  -  SECOND    CLASS 0
 RL0648
 RL0648.The horizontal coordinates were scaled from a topographic map and have
 RL0648.an estimated accuracy of +/- 6 seconds.
 RL0648
 RL0648.The orthometric height was determined by differential leveling
 RL0648.and adjusted by the National Geodetic Survey in June 1991..
 RL0648
 RL0648.The geoid height was determined by GEOID03.
 RL0648
 RL0648.The dynamic height is computed by dividing the NAVD 88
 RL0648.geopotential number by the normal gravity value computed on the
 RL0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0648.degrees latitude (g = 980.6199 gals.).
 RL0648
 RL0648.The modeled gravity was interpolated from observed gravity values.
 RL0648
 RL0648;                    North         East    Units  Estimated Accuracy
 RL0648;SPC MI N     -   208,850.    7,878,370.      MT  (+/- 180 meters Scaled)
 RL0648
 RL0648                          SUPERSEDED SURVEY CONTROL
 RL0648
 RL0648  NGVD 29 (??/??/92)  397.922  (m)         1305.52   (f) ADJ UNCH    2 0
 RL0648
 RL0648.Superseded values are not recommended for survey control.
 RL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0648.See file dsdata.txt to determine how the superseded data were derived.
 RL0648
 RL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784676(NAD 83)
 RL0648_MARKER: DB = BENCH MARK DISK
 RL0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0648_STAMPING: B 129 1948
 RL0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0648+STABILITY: SURFACE MOTION
 RL0648
 RL0648  HISTORY     - Date     Condition        Report By
 RL0648  HISTORY     - 1948     MONUMENTED       CGS
 RL0648  HISTORY     - 20040518 MARK NOT FOUND   GEOCAC
 RL0648
 RL0648                          STATION DESCRIPTION
 RL0648
 RL0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0648'10.6 MI NW FROM COVINGTON.
 RL0648'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 RL0648'U.S. HIGHWAY 141 AT COVINGTON, THENCE ABOUT 8.6 MILES NORTH
 RL0648'ALONG A GRAVEL AND SAND ROAD, AT THE BIG LAKE AUXILIARY AIRPORT,
 RL0648'28 FEET EAST OF THE CENTER LINE OF THE ROAD, 50 FEET WEST OF
 RL0648'THE WIND SOCK, 26 YARDS SOUTH OF THE PROLONGED SOUTH EDGE OF THE
 RL0648'EAST-WEST RUNWAY, 37 FEET WEST OF THE WEST EDGE OF THE NORTH-SOUTH
 RL0648'RUN WAY, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0648'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0648'4 INCHES.
 RL0648
 RL0648                          STATION RECOVERY (2004)
 RL0648
 RL0648'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0648'THE SITE LOCATION IS ALONG PLAINS ROAD.  THE AIRPORT NO LONGER EXISTS.
 RL0648' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0143 ***********************************************************************
 PL0143  DESIGNATION -  B 13
 PL0143  PID         -  PL0143
 PL0143  STATE/COUNTY-  MI/OTSEGO
 PL0143  USGS QUAD   -  OTSEGO LAKE (1951)
 PL0143
 PL0143                         *CURRENT SURVEY CONTROL
 PL0143  ___________________________________________________________________
 PL0143* NAD 83(1986)-  44 55 11.     (N)    084 41 34.     (W)     SCALED    
 PL0143* NAVD 88     -       390.873  (meters)    1282.39   (feet)  ADJUSTED  
 PL0143  ___________________________________________________________________
 PL0143  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0143  DYNAMIC HT  -         390.832 (meters)    1282.25  (feet)  COMP
 PL0143  MODELED GRAV-     980,498.2   (mgal)                       NAVD 88
 PL0143
 PL0143  VERT ORDER  -  FIRST     CLASS II
 PL0143
 PL0143.The horizontal coordinates were scaled from a topographic map and have
 PL0143.an estimated accuracy of +/- 6 seconds.
 PL0143
 PL0143.The orthometric height was determined by differential leveling
 PL0143.and adjusted by the National Geodetic Survey in June 1991..
 PL0143
 PL0143.The geoid height was determined by GEOID03.
 PL0143
 PL0143.The dynamic height is computed by dividing the NAVD 88
 PL0143.geopotential number by the normal gravity value computed on the
 PL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0143.degrees latitude (g = 980.6199 gals.).
 PL0143
 PL0143.The modeled gravity was interpolated from observed gravity values.
 PL0143
 PL0143;                    North         East    Units  Estimated Accuracy
 PL0143;SPC MI C     -   178,180.    5,974,250.      MT  (+/- 180 meters Scaled)
 PL0143
 PL0143                          SUPERSEDED SURVEY CONTROL
 PL0143
 PL0143  NGVD 29 (??/??/92)  390.971  (m)         1282.71   (f) ADJ UNCH    1 2
 PL0143
 PL0143.Superseded values are not recommended for survey control.
 PL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0143.See file dsdata.txt to determine how the superseded data were derived.
 PL0143
 PL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ820766(NAD 83)
 PL0143_MARKER: DB = BENCH MARK DISK
 PL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0143_STAMPING: ELEV 1282.711 FT B 13 1916
 PL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0143+STABILITY: SURFACE MOTION
 PL0143
 PL0143  HISTORY     - Date     Condition        Report By
 PL0143  HISTORY     - 1916     MONUMENTED       CGS
 PL0143  HISTORY     - 1949     GOOD             NGS
 PL0143  HISTORY     - 1976     POOR             NGS
 PL0143  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 PL0143
 PL0143                          STATION DESCRIPTION
 PL0143
 PL0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0143'AT OTSEGO LAKE.
 PL0143'AT OTSEGO LAKE, OTSEGO COUNTY, 95 YARDS NORTH OF THE NORTH END
 PL0143'OF THE MICHIGAN CENTRAL RAILROAD STATION, 0.3 MILE SOUTH OF
 PL0143'MILEPOST 70, AND 46.4 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 PL0143'A STANDARD DISK, STAMPED ELEV. 1282.711 FT. B 13 1916 AND SET IN
 PL0143'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND, 47
 PL0143'FEET WEST OF THE CENTERLINE OF A HIGHWAY AND 2 FEET BELOW THE
 PL0143'HIGHWAY.
 PL0143
 PL0143                          STATION RECOVERY (1976)
 PL0143
 PL0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0143'THE RAILROAD IS NOW NEW YORK CENTRALAND THE STATION IS NOW GONE, MARK
 PL0143'IS 29.5 FEET WEST OF THE CENTER OF OLD HIGHWAY 27, 47 FEET EAST OF
 PL0143'THE EAST RAIL OF THE MAIN TRACK AND 200 FEET NORTH OF THE CENTER OF
 PL0143'WASHINGTON AVE. IT IS 0.25 FEET SOUTH OF MILE POST BC 112. THE
 PL0143'CONCRETE IS CRACKED AND THE MARK LOOSE IN THE GROUND.
 PL0143
 PL0143                          STATION RECOVERY (1996)
 PL0143
 PL0143'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0854 ***********************************************************************
 RL0854  DESIGNATION -  B 130
 RL0854  PID         -  RL0854
 RL0854  STATE/COUNTY-  MI/ONTONAGON
 RL0854  USGS QUAD   -  
 RL0854
 RL0854                         *CURRENT SURVEY CONTROL
 RL0854  ___________________________________________________________________
 RL0854* NAD 83(1986)-  46 50 12.     (N)    089 20 43.     (W)     SCALED    
 RL0854* NAVD 88     -       214.795  (meters)     704.71   (feet)  ADJUSTED  
 RL0854  ___________________________________________________________________
 RL0854  GEOID HEIGHT-         -31.30  (meters)                     GEOID03
 RL0854  DYNAMIC HT  -         214.828 (meters)     704.81  (feet)  COMP
 RL0854  MODELED GRAV-     980,762.3   (mgal)                       NAVD 88
 RL0854
 RL0854  VERT ORDER  -  SECOND    CLASS 0
 RL0854
 RL0854.The horizontal coordinates were scaled from a topographic map and have
 RL0854.an estimated accuracy of +/- 6 seconds.
 RL0854
 RL0854.The orthometric height was determined by differential leveling
 RL0854.and adjusted by the National Geodetic Survey in June 1991..
 RL0854
 RL0854.The geoid height was determined by GEOID03.
 RL0854
 RL0854.The dynamic height is computed by dividing the NAVD 88
 RL0854.geopotential number by the normal gravity value computed on the
 RL0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0854.degrees latitude (g = 980.6199 gals.).
 RL0854
 RL0854.The modeled gravity was interpolated from observed gravity values.
 RL0854
 RL0854;                    North         East    Units  Estimated Accuracy
 RL0854;SPC MI N     -   230,870.    7,821,120.      MT  (+/- 180 meters Scaled)
 RL0854
 RL0854                          SUPERSEDED SURVEY CONTROL
 RL0854
 RL0854  NGVD 29 (??/??/92)  214.824  (m)          704.80   (f) ADJ UNCH    2 0
 RL0854
 RL0854.Superseded values are not recommended for survey control.
 RL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0854.See file dsdata.txt to determine how the superseded data were derived.
 RL0854
 RL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211896(NAD 83)
 RL0854_MARKER: DB = BENCH MARK DISK
 RL0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0854_STAMPING: B 130 1948
 RL0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0854+STABILITY: SURFACE MOTION
 RL0854
 RL0854  HISTORY     - Date     Condition        Report By
 RL0854  HISTORY     - 1948     MONUMENTED       CGS
 RL0854  HISTORY     - 1984     POOR             NGS
 RL0854  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0854  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0854  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0854
 RL0854                          STATION DESCRIPTION
 RL0854
 RL0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0854'3.2 MI SW FROM ONTONAGON.
 RL0854'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0854'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 1.8 MILES SOUTHWEST
 RL0854'ALONG THE MATCHWOOD ROAD, SET IN THE SOUTHWEST ANGLE OF THE
 RL0854'JUNCTION OF A ROAD WEST, 28 FEET WEST OF THE CENTER LINE OF THE
 RL0854'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 5.5 FEET
 RL0854'WEST OF A FENCE CORNER, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 RL0854'POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0854'POST PROJECTING 8 INCHES.
 RL0854
 RL0854                          STATION RECOVERY (1984)
 RL0854
 RL0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0854'STATION FOUND LEANING TO THE SOUTHEAST AND LOOSE IN THE GROUND, BUT
 RL0854'WAS LEFT IN PLACE.
 RL0854
 RL0854                          STATION RECOVERY (1996)
 RL0854
 RL0854'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0854'MARK NOT FOUND.
 RL0854
 RL0854                          STATION RECOVERY (2001)
 RL0854
 RL0854'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0854'MARK NOT FOUND.
 RL0854
 RL0854                          STATION RECOVERY (2004)
 RL0854
 RL0854'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0854'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1375 ***********************************************************************
 RL1375  DESIGNATION -  B 131
 RL1375  PID         -  RL1375
 RL1375  STATE/COUNTY-  MI/ONTONAGON
 RL1375  USGS QUAD   -  BERGLAND NE (1975)
 RL1375
 RL1375                         *CURRENT SURVEY CONTROL
 RL1375  ___________________________________________________________________
 RL1375* NAD 83(1986)-  46 44 00.     (N)    089 33 47.     (W)     SCALED    
 RL1375* NAVD 88     -       301.378  (meters)     988.77   (feet)  ADJUSTED  
 RL1375  ___________________________________________________________________
 RL1375  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1375  DYNAMIC HT  -         301.417 (meters)     988.90  (feet)  COMP
 RL1375  MODELED GRAV-     980,733.7   (mgal)                       NAVD 88
 RL1375
 RL1375  VERT ORDER  -  SECOND    CLASS 0
 RL1375
 RL1375.The horizontal coordinates were scaled from a topographic map and have
 RL1375.an estimated accuracy of +/- 6 seconds.
 RL1375
 RL1375.The orthometric height was determined by differential leveling
 RL1375.and adjusted by the National Geodetic Survey in June 1991..
 RL1375
 RL1375.The geoid height was determined by GEOID03.
 RL1375
 RL1375.The dynamic height is computed by dividing the NAVD 88
 RL1375.geopotential number by the normal gravity value computed on the
 RL1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1375.degrees latitude (g = 980.6199 gals.).
 RL1375
 RL1375.The modeled gravity was interpolated from observed gravity values.
 RL1375
 RL1375;                    North         East    Units  Estimated Accuracy
 RL1375;SPC MI N     -   219,900.    7,804,140.      MT  (+/- 180 meters Scaled)
 RL1375
 RL1375                          SUPERSEDED SURVEY CONTROL
 RL1375
 RL1375  NGVD 29 (??/??/92)  301.406  (m)          988.86   (f) ADJ UNCH    2 0
 RL1375
 RL1375.Superseded values are not recommended for survey control.
 RL1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1375.See file dsdata.txt to determine how the superseded data were derived.
 RL1375
 RL1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041787(NAD 83)
 RL1375_MARKER: DB = BENCH MARK DISK
 RL1375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1375_SP_SET: BRIDGE
 RL1375_STAMPING: B 131 1948
 RL1375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1375+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 RL1375
 RL1375  HISTORY     - Date     Condition        Report By
 RL1375  HISTORY     - 1948     MONUMENTED       CGS
 RL1375  HISTORY     - 1987     GOOD             USPSQD
 RL1375  HISTORY     - 1989     GOOD             USPSQD
 RL1375  HISTORY     - 19950613 GOOD             USPSQD
 RL1375  HISTORY     - 20000801 GOOD             MIDT
 RL1375  HISTORY     - 20040804 GOOD             USPSQD
 RL1375
 RL1375                          STATION DESCRIPTION
 RL1375
 RL1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1375'1.4 MI S FROM WHITE PINE.
 RL1375'ABOUT 1.45 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1375'AT WHITE PINE, SET IN THE TOP OF THE SOUTHEAST END OF THE
 RL1375'SOUTHWEST CONCRETE HEAD WALL OF A 37-FOOT CONCRETE BRIDGE
 RL1375'NO. 1810-F OVER MINERAL RIVER, 22 FEET SOUTHWEST OF AND ABOUT
 RL1375'1 FOOT ABOVE THE CENTER LINE OF THE ROAD.
 RL1375
 RL1375                          STATION RECOVERY (1987)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (1989)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (1995)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (2000)
 RL1375
 RL1375'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1375'RECOVERED IN GOOD CONDITION.
 RL1375
 RL1375                          STATION RECOVERY (2004)
 RL1375
 RL1375'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1375'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0485 ***********************************************************************
 RM0485  DESIGNATION -  B 132
 RM0485  PID         -  RM0485
 RM0485  STATE/COUNTY-  MI/GOGEBIC
 RM0485  USGS QUAD   -  
 RM0485
 RM0485                         *CURRENT SURVEY CONTROL
 RM0485  ___________________________________________________________________
 RM0485* NAD 83(1986)-  46 39 22.     (N)    090 00 24.     (W)     SCALED    
 RM0485* NAVD 88     -       274.712  (meters)     901.28   (feet)  ADJUSTED  
 RM0485  ___________________________________________________________________
 RM0485  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 RM0485  DYNAMIC HT  -         274.747 (meters)     901.40  (feet)  COMP
 RM0485  MODELED GRAV-     980,730.6   (mgal)                       NAVD 88
 RM0485
 RM0485  VERT ORDER  -  SECOND    CLASS 0
 RM0485
 RM0485.The horizontal coordinates were scaled from a topographic map and have
 RM0485.an estimated accuracy of +/- 6 seconds.
 RM0485
 RM0485.The orthometric height was determined by differential leveling
 RM0485.and adjusted by the National Geodetic Survey in June 1991..
 RM0485
 RM0485.The geoid height was determined by GEOID03.
 RM0485
 RM0485.The dynamic height is computed by dividing the NAVD 88
 RM0485.geopotential number by the normal gravity value computed on the
 RM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0485.degrees latitude (g = 980.6199 gals.).
 RM0485
 RM0485.The modeled gravity was interpolated from observed gravity values.
 RM0485
 RM0485;                    North         East    Units  Estimated Accuracy
 RM0485;SPC MI N     -   212,510.    7,769,940.      MT  (+/- 180 meters Scaled)
 RM0485
 RM0485                          SUPERSEDED SURVEY CONTROL
 RM0485
 RM0485  NGVD 29 (??/??/92)  274.748  (m)          901.40   (f) ADJ UNCH    2 0
 RM0485
 RM0485.Superseded values are not recommended for survey control.
 RM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0485.See file dsdata.txt to determine how the superseded data were derived.
 RM0485
 RM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM290713(NAD 83)
 RM0485_MARKER: DB = BENCH MARK DISK
 RM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0485_STAMPING: B 132 1948
 RM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0485+STABILITY: SURFACE MOTION
 RM0485
 RM0485  HISTORY     - Date     Condition        Report By
 RM0485  HISTORY     - 1948     MONUMENTED       CGS
 RM0485
 RM0485                          STATION DESCRIPTION
 RM0485
 RM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0485'12.8 MI NW FROM THOMASTON.
 RM0485'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM
 RM0485'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RM0485'IN THOMASTON, THENCE ABOUT 2.1 MILES WEST ALONG A LOGGING
 RM0485'GRAVEL ROAD, THENCE ABOUT 0.55 MILE WEST ALONG A GRASS TRAIL
 RM0485'204 FEET WEST OF A 3-FOOT WOODEN CULVERT ON TRAIL, ABOUT 90
 RM0485'YARDS EAST OF THE JUNCTION OF A DIM TRAIL LEADING WEST AND A
 RM0485'CURVE IN MAIN TRAIL WITH TANGENTS EAST AND NORTHWEST, 98 FEET
 RM0485'EAST OF THE EAST BANK OF A SMALL CREEK, 25 FEET SOUTH OF THE
 RM0485'TRAIL, 21 FEET NORTHWEST OF A TRIANGULAR BLAZED 10-INCH HEMLOCK
 RM0485'TREE, 41 FEET NORTHEAST OF A TRIANGULAR BLAZED 5 TRUNKED 5-INCH
 RM0485'WILD CHERRY TREE, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 RM0485'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0046 ***********************************************************************
 RM0046  DESIGNATION -  B 133
 RM0046  PID         -  RM0046
 RM0046  STATE/COUNTY-  MI/GOGEBIC
 RM0046  USGS QUAD   -  PINE LAKE (1973)
 RM0046
 RM0046                         *CURRENT SURVEY CONTROL
 RM0046  ___________________________________________________________________
 RM0046* NAD 83(1986)-  46 32 07.     (N)    090 09 20.     (W)     SCALED    
 RM0046* NAVD 88     -       368.981  (meters)    1210.57   (feet)  ADJUSTED  
 RM0046  ___________________________________________________________________
 RM0046  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 RM0046  DYNAMIC HT  -         369.013 (meters)    1210.67  (feet)  COMP
 RM0046  MODELED GRAV-     980,689.1   (mgal)                       NAVD 88
 RM0046
 RM0046  VERT ORDER  -  SECOND    CLASS 0
 RM0046
 RM0046.The horizontal coordinates were scaled from a topographic map and have
 RM0046.an estimated accuracy of +/- 6 seconds.
 RM0046
 RM0046.The orthometric height was determined by differential leveling
 RM0046.and adjusted by the National Geodetic Survey in June 1991..
 RM0046
 RM0046.The geoid height was determined by GEOID03.
 RM0046
 RM0046.The dynamic height is computed by dividing the NAVD 88
 RM0046.geopotential number by the normal gravity value computed on the
 RM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0046.degrees latitude (g = 980.6199 gals.).
 RM0046
 RM0046.The modeled gravity was interpolated from observed gravity values.
 RM0046
 RM0046;                    North         East    Units  Estimated Accuracy
 RM0046;SPC MI N     -   199,540.    7,758,010.      MT  (+/- 180 meters Scaled)
 RM0046
 RM0046                          SUPERSEDED SURVEY CONTROL
 RM0046
 RM0046  NGVD 29 (??/??/92)  369.005  (m)         1210.64   (f) ADJ UNCH    2 0
 RM0046
 RM0046.Superseded values are not recommended for survey control.
 RM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0046.See file dsdata.txt to determine how the superseded data were derived.
 RM0046
 RM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM181574(NAD 83)
 RM0046_MARKER: DB = BENCH MARK DISK
 RM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0046_STAMPING: B 133 1948
 RM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0046+STABILITY: SURFACE MOTION
 RM0046
 RM0046  HISTORY     - Date     Condition        Report By
 RM0046  HISTORY     - 1948     MONUMENTED       CGS
 RM0046  HISTORY     - 1987     GOOD             USPSQD
 RM0046  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0046  HISTORY     - 20020613 GOOD             USPSQD
 RM0046
 RM0046                          STATION DESCRIPTION
 RM0046
 RM0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0046'1.7 MI N FROM NORTH IRONWOOD.
 RM0046'ABOUT 1.7 MILES NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0046'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0046'IRONWOOD, ABOUT 0.5 MILE SOUTH OF A ROAD EAST, 180 FEET NORTH OF A
 RM0046'POWER POLE WITH TRANSFORMER, 113 FEET EAST-SOUTHEAST AND ACROSS THE
 RM0046'ROAD FROM THE SOUTHEAST CORNER OF A WHITE HOUSE, 138 FEET NORTHEAST
 RM0046'AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF AN IMMITATION
 RM0046'BRICK GARAGE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 RM0046'NORTH OF A FOREST SERVICE LOCATION POST, 11 FEET NORTH OF A FENCE
 RM0046'CORNER, 1 1/2 FEET WEST OF THE FENCE LINE, 1 FOOT ABOVE THE ROAD
 RM0046'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RM0046
 RM0046                          STATION RECOVERY (1987)
 RM0046
 RM0046'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0046'RECOVERED IN GOOD CONDITION.
 RM0046
 RM0046                          STATION RECOVERY (1996)
 RM0046
 RM0046'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0046'MARK NOT FOUND.
 RM0046
 RM0046                          STATION RECOVERY (2002)
 RM0046
 RM0046'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1318 ***********************************************************************
 RL1318  DESIGNATION -  B 134
 RL1318  PID         -  RL1318
 RL1318  STATE/COUNTY-  MI/ONTONAGON
 RL1318  USGS QUAD   -  STATELINE LAKE (1982)
 RL1318
 RL1318                         *CURRENT SURVEY CONTROL
 RL1318  ___________________________________________________________________
 RL1318* NAD 83(1986)-  46 35 48.     (N)    089 42 00.     (W)     SCALED    
 RL1318* NAVD 88     -       422.672  (meters)    1386.72   (feet)  ADJUSTED  
 RL1318  ___________________________________________________________________
 RL1318  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RL1318  DYNAMIC HT  -         422.706 (meters)    1386.83  (feet)  COMP
 RL1318  MODELED GRAV-     980,682.7   (mgal)                       NAVD 88
 RL1318
 RL1318  VERT ORDER  -  SECOND    CLASS 0
 RL1318
 RL1318.The horizontal coordinates were scaled from a topographic map and have
 RL1318.an estimated accuracy of +/- 6 seconds.
 RL1318
 RL1318.The orthometric height was determined by differential leveling
 RL1318.and adjusted by the National Geodetic Survey in June 1991..
 RL1318
 RL1318.The geoid height was determined by GEOID03.
 RL1318
 RL1318.The dynamic height is computed by dividing the NAVD 88
 RL1318.geopotential number by the normal gravity value computed on the
 RL1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1318.degrees latitude (g = 980.6199 gals.).
 RL1318
 RL1318.The modeled gravity was interpolated from observed gravity values.
 RL1318
 RL1318;                    North         East    Units  Estimated Accuracy
 RL1318;SPC MI N     -   205,070.    7,793,170.      MT  (+/- 180 meters Scaled)
 RL1318
 RL1318                          SUPERSEDED SURVEY CONTROL
 RL1318
 RL1318  NGVD 29 (??/??/92)  422.686  (m)         1386.76   (f) ADJ UNCH    2 0
 RL1318
 RL1318.Superseded values are not recommended for survey control.
 RL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1318.See file dsdata.txt to determine how the superseded data were derived.
 RL1318
 RL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS931638(NAD 83)
 RL1318_MARKER: DB = BENCH MARK DISK
 RL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1318_STAMPING: B 134 1948
 RL1318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1318+STABILITY: SURFACE MOTION
 RL1318
 RL1318  HISTORY     - Date     Condition        Report By
 RL1318  HISTORY     - 1948     MONUMENTED       CGS
 RL1318  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1318  HISTORY     - 1985     GOOD             NGS
 RL1318  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1318  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1318
 RL1318                          STATION DESCRIPTION
 RL1318
 RL1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1318'4.3 MI NW FROM MERRIWEATHER.
 RL1318'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1318'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 2.75 MILES
 RL1318'NORTH ALONG A LOGGING ROAD, 0.1 MILE SOUTH OF THE JUNCTION OF
 RL1318'A ROAD SOUTHWEST TO INKALA, IN A SMALL CLEARING ABOUT MIDWAYS
 RL1318'ALONG A SHORT NORTH-SOUTH TANGENT, 109 FEET SOUTH OF THE EAST
 RL1318'END OF A 24-INCH WOODEN CULVERT, 27 FEET EAST OF THE CENTER
 RL1318'LINE OF THE ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL1318'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1318'PROJECTING 4 INCHES.
 RL1318
 RL1318                          STATION RECOVERY (1976)
 RL1318
 RL1318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1318'MARK NOT FOUND.
 RL1318
 RL1318                          STATION RECOVERY (1985)
 RL1318
 RL1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1318'RECOVERED IN GOOD CONDITION.
 RL1318
 RL1318                          STATION RECOVERY (1988)
 RL1318
 RL1318'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1318'MARK NOT FOUND.
 RL1318
 RL1318                          STATION RECOVERY (2001)
 RL1318
 RL1318'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1347 ***********************************************************************
 RL1347  DESIGNATION -  B 136
 RL1347  PID         -  RL1347
 RL1347  STATE/COUNTY-  MI/ONTONAGON
 RL1347  USGS QUAD   -  WHITE PINE (1956)
 RL1347
 RL1347                         *CURRENT SURVEY CONTROL
 RL1347  ___________________________________________________________________
 RL1347* NAD 83(1986)-  46 46 29.     (N)    089 37 18.     (W)     SCALED    
 RL1347* NAVD 88     -       283.615  (meters)     930.49   (feet)  ADJUSTED  
 RL1347  ___________________________________________________________________
 RL1347  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1347  DYNAMIC HT  -         283.654 (meters)     930.62  (feet)  COMP
 RL1347  MODELED GRAV-     980,743.4   (mgal)                       NAVD 88
 RL1347
 RL1347  VERT ORDER  -  SECOND    CLASS 0
 RL1347
 RL1347.The horizontal coordinates were scaled from a topographic map and have
 RL1347.an estimated accuracy of +/- 6 seconds.
 RL1347
 RL1347.The orthometric height was determined by differential leveling
 RL1347.and adjusted by the National Geodetic Survey in June 1991..
 RL1347
 RL1347.The geoid height was determined by GEOID03.
 RL1347
 RL1347.The dynamic height is computed by dividing the NAVD 88
 RL1347.geopotential number by the normal gravity value computed on the
 RL1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1347.degrees latitude (g = 980.6199 gals.).
 RL1347
 RL1347.The modeled gravity was interpolated from observed gravity values.
 RL1347
 RL1347;                    North         East    Units  Estimated Accuracy
 RL1347;SPC MI N     -   224,650.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1347
 RL1347                          SUPERSEDED SURVEY CONTROL
 RL1347
 RL1347  NGVD 29 (??/??/92)  283.643  (m)          930.59   (f) ADJ UNCH    2 0
 RL1347
 RL1347.Superseded values are not recommended for survey control.
 RL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1347.See file dsdata.txt to determine how the superseded data were derived.
 RL1347
 RL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998834(NAD 83)
 RL1347_MARKER: DB = BENCH MARK DISK
 RL1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1347_STAMPING: B 136 1948
 RL1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1347+STABILITY: SURFACE MOTION
 RL1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1347+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 RL1347
 RL1347  HISTORY     - Date     Condition        Report By
 RL1347  HISTORY     - 1948     MONUMENTED       CGS
 RL1347  HISTORY     - 1976     GOOD             USGS
 RL1347  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1347  HISTORY     - 20040718 GOOD             GEOCAC
 RL1347  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1347
 RL1347                          STATION DESCRIPTION
 RL1347
 RL1347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1347'5.7 MI SW FROM SILVER CITY.
 RL1347'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS INTERSECTION
 RL1347'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.1 MILES SOUTH ALONG
 RL1347'THE NONESUCH MINE ROAD, 0.4 MILE NORTH OF A 60-FOOT STEEL TRUSS
 RL1347'BRIDGE, AT THE SOUTH EDGE OF A VERY SMALL CLEARING, 42 FEET
 RL1347'NORTHEAST OF THE NORTHEAST CORNER OF A 25-FOOT WOODEN BRIDGE,
 RL1347'44 FEET EAST OF THE CENTER LINE OF THE ROAD, 11 FEET NORTH-NORTHEAST
 RL1347'OF A 20-INCH MAPLE TREE, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN
 RL1347'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL1347'CONCRETE POST PROJECTING 6 INCHES.
 RL1347
 RL1347                          STATION RECOVERY (1976)
 RL1347
 RL1347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1347'ABOUT 2.6 MI WEST ALONG STATE HWY. 107 FROM ITS INTERSECTION WITH
 RL1347'STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.1 MILES SOUTH ALONG THE
 RL1347'SOUTH BOUNDARY ROAD, 37 FT N AND 99 FT E OF CENTERLINE RD AT CUL.,
 RL1347'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1347'PROJECTING 6 INCHES.
 RL1347
 RL1347                          STATION RECOVERY (1988)
 RL1347
 RL1347'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1347'MARK NOT FOUND.
 RL1347
 RL1347                          STATION RECOVERY (2004)
 RL1347
 RL1347'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1347'MARK IS 1 FT WEST OF METAL WITNESS POST WITH SIGN ATTACHED. LOCATED IN
 RL1347'HEAVY BRUSH, NOT VISIBLE FROM ROAD.  MARK IS NOW ABOUT 6 FEET MORE OR
 RL1347'LESS, BELOW LEVEL WITH SOUTH BOUNDARY ROAD.
 RL1347' 
 RL1347'--NOTE--
 RL1347'USGS 1976 REFERENCE TO 'CUL', MEANS CULVERT, FOR SMALL STREAM CROSSING
 RL1347'ROAD WHICH REPLACED THE CIRCA 1948 WOODEN BRIDGE.
 RL1347
 RL1347                          STATION RECOVERY (2004)
 RL1347
 RL1347'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0879 ***********************************************************************
 RL0879  DESIGNATION -  B 137
 RL0879  PID         -  RL0879
 RL0879  STATE/COUNTY-  MI/ONTONAGON
 RL0879  USGS QUAD   -  
 RL0879
 RL0879                         *CURRENT SURVEY CONTROL
 RL0879  ___________________________________________________________________
 RL0879* NAD 83(1986)-  46 44 10.     (N)    089 06 53.     (W)     SCALED    
 RL0879* NAVD 88     -       312.868  (meters)    1026.47   (feet)  ADJUSTED  
 RL0879  ___________________________________________________________________
 RL0879  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 RL0879  DYNAMIC HT  -         312.895 (meters)    1026.56  (feet)  COMP
 RL0879  MODELED GRAV-     980,690.2   (mgal)                       NAVD 88
 RL0879
 RL0879  VERT ORDER  -  SECOND    CLASS 0
 RL0879
 RL0879.The horizontal coordinates were scaled from a topographic map and have
 RL0879.an estimated accuracy of +/- 6 seconds.
 RL0879
 RL0879.The orthometric height was determined by differential leveling
 RL0879.and adjusted by the National Geodetic Survey in June 1991..
 RL0879
 RL0879.The geoid height was determined by GEOID03.
 RL0879
 RL0879.The dynamic height is computed by dividing the NAVD 88
 RL0879.geopotential number by the normal gravity value computed on the
 RL0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0879.degrees latitude (g = 980.6199 gals.).
 RL0879
 RL0879.The modeled gravity was interpolated from observed gravity values.
 RL0879
 RL0879;                    North         East    Units  Estimated Accuracy
 RL0879;SPC MI N     -   219,200.    7,838,400.      MT  (+/- 180 meters Scaled)
 RL0879
 RL0879                          SUPERSEDED SURVEY CONTROL
 RL0879
 RL0879  NGVD 29 (??/??/92)  312.876  (m)         1026.49   (f) ADJ UNCH    2 0
 RL0879
 RL0879.Superseded values are not recommended for survey control.
 RL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0879.See file dsdata.txt to determine how the superseded data were derived.
 RL0879
 RL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS384780(NAD 83)
 RL0879_MARKER: DB = BENCH MARK DISK
 RL0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0879_STAMPING: B 137 1948
 RL0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0879+STABILITY: SURFACE MOTION
 RL0879
 RL0879  HISTORY     - Date     Condition        Report By
 RL0879  HISTORY     - 1948     MONUMENTED       CGS
 RL0879  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0879  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0879  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0879  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL0879
 RL0879                          STATION DESCRIPTION
 RL0879
 RL0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0879'2.6 MI SW FROM MASS.
 RL0879'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0879'CROSSROAD AND THE CO-OP STORE AT MASS, ABOUT 0.6 MILE NORTHWEST
 RL0879'OF A SIDE ROAD SOUTH, AT THE OUTSIDE OF A LONG CURVE WITH
 RL0879'TANGENTS WEST AND NORTHEAST, AT THE EAST END OF A LARGE CLEARING
 RL0879'ON SOUTH SIDE OF THE WEST TANGENT, 65 FEET EAST OF THE 1ST
 RL0879'TELEPHONE POLE EAST OF CURVE, 8 FEET WEST-NORTHWEST OF A 10-INCH
 RL0879'TRIANGULAR BLAZED BIRCH TREE, 35 FEET SOUTHEAST OF THE CENTER
 RL0879'LINE OF THE HIGHWAY, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0879'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL0879'CONCRETE POST PROJECTING 2 INCHES.
 RL0879
 RL0879                          STATION RECOVERY (1977)
 RL0879
 RL0879'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0879'MARK NOT FOUND.
 RL0879
 RL0879                          STATION RECOVERY (1988)
 RL0879
 RL0879'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0879'MARK NOT FOUND.
 RL0879
 RL0879                          STATION RECOVERY (2001)
 RL0879
 RL0879'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0879'MARK NOT FOUND.
 RL0879
 RL0879                          STATION RECOVERY (2004)
 RL0879
 RL0879'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0879'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0790 ***********************************************************************
 RL0790  DESIGNATION -  B 138
 RL0790  PID         -  RL0790
 RL0790  STATE/COUNTY-  MI/ONTONAGON
 RL0790  USGS QUAD   -  
 RL0790
 RL0790                         *CURRENT SURVEY CONTROL
 RL0790  ___________________________________________________________________
 RL0790* NAD 83(1986)-  46 31 01.     (N)    089 10 53.     (W)     SCALED    
 RL0790* NAVD 88     -       354.849  (meters)    1164.20   (feet)  ADJUSTED  
 RL0790  ___________________________________________________________________
 RL0790  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 RL0790  DYNAMIC HT  -         354.860 (meters)    1164.24  (feet)  COMP
 RL0790  MODELED GRAV-     980,634.3   (mgal)                       NAVD 88
 RL0790
 RL0790  VERT ORDER  -  SECOND    CLASS 0
 RL0790
 RL0790.The horizontal coordinates were scaled from a topographic map and have
 RL0790.an estimated accuracy of +/- 6 seconds.
 RL0790
 RL0790.The orthometric height was determined by differential leveling
 RL0790.and adjusted by the National Geodetic Survey in June 1991..
 RL0790
 RL0790.The geoid height was determined by GEOID03.
 RL0790
 RL0790.The dynamic height is computed by dividing the NAVD 88
 RL0790.geopotential number by the normal gravity value computed on the
 RL0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0790.degrees latitude (g = 980.6199 gals.).
 RL0790
 RL0790.The modeled gravity was interpolated from observed gravity values.
 RL0790
 RL0790;                    North         East    Units  Estimated Accuracy
 RL0790;SPC MI N     -   194,980.    7,832,640.      MT  (+/- 180 meters Scaled)
 RL0790
 RL0790                          SUPERSEDED SURVEY CONTROL
 RL0790
 RL0790  NGVD 29 (??/??/92)  354.864  (m)         1164.25   (f) ADJ UNCH    2 0
 RL0790
 RL0790.Superseded values are not recommended for survey control.
 RL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0790.See file dsdata.txt to determine how the superseded data were derived.
 RL0790
 RL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326537(NAD 83)
 RL0790_MARKER: DB = BENCH MARK DISK
 RL0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0790_STAMPING: B 138 1948
 RL0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0790+STABILITY: SURFACE MOTION
 RL0790
 RL0790  HISTORY     - Date     Condition        Report By
 RL0790  HISTORY     - 1948     MONUMENTED       CGS
 RL0790  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0790  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0790  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0790  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0790
 RL0790                          STATION DESCRIPTION
 RL0790
 RL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0790'1.4 MI S FROM BRUCES CROSSING.
 RL0790'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0790'OF STATE HIGHWAY 28 AT BRUCES CROSSING, THENCE ABOUT 0.15
 RL0790'MILE WEST ALONG A GRAVEL DRIVE, AT THE UPPER PENINSULA AIRPORT,
 RL0790'35 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE RED BARN, 118
 RL0790'FEET NORTH OF THE NORTHWEST CORNER OF THE NORTH ONE OF A GROUP
 RL0790'OF SMALL HANGARS, 54 FEET WEST OF A FENCE CORNER, 27 FEET EAST
 RL0790'OF THE CENTER LINE OF A DRIVE TO HANGARS, 13 FEET NORTHWEST
 RL0790'OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0790'1 FOOT BELOW THE DRIVE AND SET IN THE TOP OF A CONCRETE POST
 RL0790'PROJECTING 6 INCHES.
 RL0790
 RL0790                          STATION RECOVERY (1978)
 RL0790
 RL0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0790'MARK NOT FOUND.
 RL0790
 RL0790                          STATION RECOVERY (1985)
 RL0790
 RL0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0790'MARK NOT FOUND.
 RL0790
 RL0790                          STATION RECOVERY (1987)
 RL0790
 RL0790'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0790'MARK NOT FOUND.
 RL0790
 RL0790                          STATION RECOVERY (1996)
 RL0790
 RL0790'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0755 ***********************************************************************
 RL0755  DESIGNATION -  B 139
 RL0755  PID         -  RL0755
 RL0755  STATE/COUNTY-  MI/ONTONAGON
 RL0755  USGS QUAD   -  
 RL0755
 RL0755                         *CURRENT SURVEY CONTROL
 RL0755  ___________________________________________________________________
 RL0755* NAD 83(1986)-  46 51 57.     (N)    089 10 51.     (W)     SCALED    
 RL0755* NAVD 88     -       212.194  (meters)     696.17   (feet)  ADJUSTED  
 RL0755  ___________________________________________________________________
 RL0755  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 RL0755  DYNAMIC HT  -         212.226 (meters)     696.28  (feet)  COMP
 RL0755  MODELED GRAV-     980,755.1   (mgal)                       NAVD 88
 RL0755
 RL0755  VERT ORDER  -  SECOND    CLASS 0
 RL0755
 RL0755.The horizontal coordinates were scaled from a topographic map and have
 RL0755.an estimated accuracy of +/- 6 seconds.
 RL0755
 RL0755.The orthometric height was determined by differential leveling
 RL0755.and adjusted by the National Geodetic Survey in June 1991..
 RL0755
 RL0755.The geoid height was determined by GEOID03.
 RL0755
 RL0755.The dynamic height is computed by dividing the NAVD 88
 RL0755.geopotential number by the normal gravity value computed on the
 RL0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0755.degrees latitude (g = 980.6199 gals.).
 RL0755
 RL0755.The modeled gravity was interpolated from observed gravity values.
 RL0755
 RL0755;                    North         East    Units  Estimated Accuracy
 RL0755;SPC MI N     -   233,750.    7,833,750.      MT  (+/- 180 meters Scaled)
 RL0755
 RL0755                          SUPERSEDED SURVEY CONTROL
 RL0755
 RL0755  NGVD 29 (??/??/92)  212.221  (m)          696.26   (f) ADJ UNCH    2 0
 RL0755
 RL0755.Superseded values are not recommended for survey control.
 RL0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0755.See file dsdata.txt to determine how the superseded data were derived.
 RL0755
 RL0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS337925(NAD 83)
 RL0755_MARKER: DB = BENCH MARK DISK
 RL0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0755_STAMPING: B 139 1948
 RL0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0755+STABILITY: SURFACE MOTION
 RL0755
 RL0755  HISTORY     - Date     Condition        Report By
 RL0755  HISTORY     - 1948     MONUMENTED       CGS
 RL0755  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0755  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0755  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0755  HISTORY     - 19970522 MARK NOT FOUND   MIDT
 RL0755  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0755  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0755
 RL0755                          STATION DESCRIPTION
 RL0755
 RL0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0755'6.3 MI E FROM ONTONAGON.
 RL0755'ABOUT 6.3 MILES EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 RL0755'AT ONTONAGON, ABOUT 0.75 MILE WEST OF A CROSS ROAD, SET AT THE
 RL0755'JUNCTION OF A ROAD NORTH, 25 FEET NORTH OF THE CENTER LINE OF
 RL0755'THE ROAD, 21 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH,
 RL0755'61 FEET NORTH OF THE NORTHWEST CORNER OF A 3-CAR GARAGE, 62 FEET
 RL0755'NORTH-NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE WITH
 RL0755'TRANSFORMER, 13 FEET EAST OF THE PROLONGED CENTER LINE OF A
 RL0755'DRIVE SOUTH TO BARN YARD, 3 FEET EAST OF A NORTH-SOUTH FENCE
 RL0755'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 RL0755'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0755'6 INCHES.
 RL0755
 RL0755                          STATION RECOVERY (1977)
 RL0755
 RL0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (1987)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (1996)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (1997)
 RL0755
 RL0755'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0755'THERE HAS BEEN ROAD CONSTRUCTION IN THE AREA.
 RL0755
 RL0755                          STATION RECOVERY (2001)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0755'MARK NOT FOUND.
 RL0755
 RL0755                          STATION RECOVERY (2004)
 RL0755
 RL0755'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0215 ***********************************************************************
 PL0215  DESIGNATION -  B 14
 PL0215  PID         -  PL0215
 PL0215  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0215  USGS QUAD   -  FIFE LAKE (1985)
 PL0215
 PL0215                         *CURRENT SURVEY CONTROL
 PL0215  ___________________________________________________________________
 PL0215* NAD 83(1986)-  44 32 45.     (N)    085 20 53.     (W)     SCALED    
 PL0215* NAVD 88     -       315.357  (meters)    1034.63   (feet)  ADJUSTED  
 PL0215  ___________________________________________________________________
 PL0215  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 PL0215  DYNAMIC HT  -         315.325 (meters)    1034.53  (feet)  COMP
 PL0215  MODELED GRAV-     980,505.6   (mgal)                       NAVD 88
 PL0215
 PL0215  VERT ORDER  -  FIRST     CLASS II
 PL0215
 PL0215.The horizontal coordinates were scaled from a topographic map and have
 PL0215.an estimated accuracy of +/- 6 seconds.
 PL0215
 PL0215.The orthometric height was determined by differential leveling
 PL0215.and adjusted by the National Geodetic Survey in June 1991..
 PL0215
 PL0215.The geoid height was determined by GEOID03.
 PL0215
 PL0215.The dynamic height is computed by dividing the NAVD 88
 PL0215.geopotential number by the normal gravity value computed on the
 PL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0215.degrees latitude (g = 980.6199 gals.).
 PL0215
 PL0215.The modeled gravity was interpolated from observed gravity values.
 PL0215
 PL0215;                    North         East    Units  Estimated Accuracy
 PL0215;SPC MI C     -   137,060.    5,922,020.      MT  (+/- 180 meters Scaled)
 PL0215
 PL0215                          SUPERSEDED SURVEY CONTROL
 PL0215
 PL0215  NGVD 29 (??/??/92)  315.447  (m)         1034.93   (f) ADJ UNCH    1 2
 PL0215
 PL0215.Superseded values are not recommended for survey control.
 PL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0215.See file dsdata.txt to determine how the superseded data were derived.
 PL0215
 PL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ312338(NAD 83)
 PL0215_MARKER: DB = BENCH MARK DISK
 PL0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0215_STAMPING: 1034.929 FT B 14 1916
 PL0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0215+STABILITY: SURFACE MOTION
 PL0215
 PL0215  HISTORY     - Date     Condition        Report By
 PL0215  HISTORY     - 1916     MONUMENTED       CGS
 PL0215  HISTORY     - 1934     GOOD             NGS
 PL0215  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0215  HISTORY     - 19831018 MARK NOT FOUND   USGS
 PL0215  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 PL0215
 PL0215                          STATION DESCRIPTION
 PL0215
 PL0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0215'3.1 MI E FROM WALTON JUNCTION.
 PL0215'3.1 MILES EAST ALONG THE ABANDONED LINE OF THE MANISTEE AND
 PL0215'NORTHEASTERN RAILROAD FROM WALTON JUNCTION, GRAND TRAVERSE
 PL0215'COUNTY, 0.5 MILE SOUTHWEST OF THE NORTHEAST CORNER OF SEC. 24,
 PL0215'T. 25 N., R. 9 W., AT THE EAST END OF A LONG SHALLOW CUT IN
 PL0215'SAND, AND 15 YARDS SOUTH OF THE FORMER LOCATION OF THE TRACK.
 PL0215'A STANDARD DISK, STAMPED ELEV. 1034.929 FT. B 14 1916 AND SET
 PL0215'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PL0215
 PL0215                          STATION RECOVERY (1983)
 PL0215
 PL0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0215'MARK NOT FOUND.
 PL0215
 PL0215                          STATION RECOVERY (1983)
 PL0215
 PL0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (DEP)
 PL0215'MARK NOT FOUND.
 PL0215
 PL0215                          STATION RECOVERY (1999)
 PL0215
 PL0215'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1217 ***********************************************************************
 RL1217  DESIGNATION -  B 140
 RL1217  PID         -  RL1217
 RL1217  STATE/COUNTY-  MI/GOGEBIC
 RL1217  USGS QUAD   -  WAKEFIELD (1975)
 RL1217
 RL1217                         *CURRENT SURVEY CONTROL
 RL1217  ___________________________________________________________________
 RL1217* NAD 83(1986)-  46 28 36.     (N)    089 56 13.     (W)     SCALED    
 RL1217* NAVD 88     -       468.621  (meters)    1537.47   (feet)  ADJUSTED  
 RL1217  ___________________________________________________________________
 RL1217  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RL1217  DYNAMIC HT  -         468.637 (meters)    1537.52  (feet)  COMP
 RL1217  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 RL1217
 RL1217  VERT ORDER  -  SECOND    CLASS 0
 RL1217
 RL1217.The horizontal coordinates were scaled from a topographic map and have
 RL1217.an estimated accuracy of +/- 6 seconds.
 RL1217
 RL1217.The orthometric height was determined by differential leveling
 RL1217.and adjusted by the National Geodetic Survey in June 1991..
 RL1217
 RL1217.The geoid height was determined by GEOID03.
 RL1217
 RL1217.The dynamic height is computed by dividing the NAVD 88
 RL1217.geopotential number by the normal gravity value computed on the
 RL1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1217.degrees latitude (g = 980.6199 gals.).
 RL1217
 RL1217.The modeled gravity was interpolated from observed gravity values.
 RL1217
 RL1217;                    North         East    Units  Estimated Accuracy
 RL1217;SPC MI N     -   192,380.    7,774,530.      MT  (+/- 180 meters Scaled)
 RL1217
 RL1217                          SUPERSEDED SURVEY CONTROL
 RL1217
 RL1217  NGVD 29 (??/??/92)  468.635  (m)         1537.51   (f) ADJ UNCH    2 0
 RL1217
 RL1217.Superseded values are not recommended for survey control.
 RL1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1217.See file dsdata.txt to determine how the superseded data were derived.
 RL1217
 RL1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS745512(NAD 83)
 RL1217_MARKER: DB = BENCH MARK DISK
 RL1217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1217_SP_SET: ARCHWAY
 RL1217_STAMPING: B 140 1948
 RL1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1217
 RL1217  HISTORY     - Date     Condition        Report By
 RL1217  HISTORY     - 1948     MONUMENTED       CGS
 RL1217  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1217  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RL1217  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1217
 RL1217                          STATION DESCRIPTION
 RL1217
 RL1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1217'AT WAKEFIELD.
 RL1217'AT WAKEFIELD, SET VERTICALLY IN THE LOWER PART OF THE CONCRETE
 RL1217'ARCHWAY ON THE WEST SIDE OF THE SOUTH MAIN ENTRANCE TO THE
 RL1217'WAKEFIELD HIGH SCHOOL BUILDING, 6 FEET WEST OF THE CENTER LINE
 RL1217'OF THE ENTRANCE AND 1 FOOT ABOVE THE LEVEL OF THE TOP STEP.
 RL1217
 RL1217                          STATION RECOVERY (1985)
 RL1217
 RL1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1217'THE ENTRANCE AT THE HIGH SCHOOL HAS BEEN BRICKED OVER.
 RL1217
 RL1217                          STATION RECOVERY (1987)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (1995)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (2003)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1217'MARK NOT FOUND.
 RL1217
 RL1217                          STATION RECOVERY (2004)
 RL1217
 RL1217'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1240 ***********************************************************************
 RL1240  DESIGNATION -  B 141
 RL1240  PID         -  RL1240
 RL1240  STATE/COUNTY-  MI/GOGEBIC
 RL1240  USGS QUAD   -  GOGEBIC (1982)
 RL1240
 RL1240                         *CURRENT SURVEY CONTROL
 RL1240  ___________________________________________________________________
 RL1240* NAD 83(1986)-  46 22 04.     (N)    089 33 28.     (W)     SCALED    
 RL1240* NAVD 88     -       442.854  (meters)    1452.93   (feet)  ADJUSTED  
 RL1240  ___________________________________________________________________
 RL1240  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1240  DYNAMIC HT  -         442.866 (meters)    1452.97  (feet)  COMP
 RL1240  MODELED GRAV-     980,626.2   (mgal)                       NAVD 88
 RL1240
 RL1240  VERT ORDER  -  SECOND    CLASS 0
 RL1240
 RL1240.The horizontal coordinates were scaled from a topographic map and have
 RL1240.an estimated accuracy of +/- 6 seconds.
 RL1240
 RL1240.The orthometric height was determined by differential leveling
 RL1240.and adjusted by the National Geodetic Survey in June 1991..
 RL1240
 RL1240.The geoid height was determined by GEOID03.
 RL1240
 RL1240.The dynamic height is computed by dividing the NAVD 88
 RL1240.geopotential number by the normal gravity value computed on the
 RL1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1240.degrees latitude (g = 980.6199 gals.).
 RL1240
 RL1240.The modeled gravity was interpolated from observed gravity values.
 RL1240
 RL1240;                    North         East    Units  Estimated Accuracy
 RL1240;SPC MI N     -   179,280.    7,803,240.      MT  (+/- 180 meters Scaled)
 RL1240
 RL1240                          SUPERSEDED SURVEY CONTROL
 RL1240
 RL1240  NGVD 29 (??/??/92)  442.867  (m)         1452.97   (f) ADJ UNCH    2 0
 RL1240
 RL1240.Superseded values are not recommended for survey control.
 RL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1240.See file dsdata.txt to determine how the superseded data were derived.
 RL1240
 RL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS032380(NAD 83)
 RL1240_MARKER: DB = BENCH MARK DISK
 RL1240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL1240_SP_SET: BRIDGE ABUTMENT
 RL1240_STAMPING: B 141 1948
 RL1240_MARK LOGO: CGS   
 RL1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1240+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1998
 RL1240
 RL1240  HISTORY     - Date     Condition        Report By
 RL1240  HISTORY     - 1948     MONUMENTED       CGS
 RL1240  HISTORY     - 1987     GOOD             USPSQD
 RL1240  HISTORY     - 19950830 GOOD             MIDT
 RL1240  HISTORY     - 19960913 GOOD             MIDT
 RL1240  HISTORY     - 19980427 GOOD             MIDT
 RL1240
 RL1240                          STATION DESCRIPTION
 RL1240
 RL1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1240'7.6 MI E FROM MARENISCO.
 RL1240'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1240'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1240'6.9 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 0.7 MILE EAST OF A
 RL1240'ROAD LEADING NORTH, SET IN THE TOP OF THE SOUTH END OF THE
 RL1240'WEST ABUTMENT OF THE BRIDGE OVER SLATE RIVER, 24 FEET SOUTH
 RL1240'OF THE CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF THE WEST
 RL1240'END OF THE WEST RETAINING WALL, AND ABOUT LEVEL WITH THE HIGHWAY.
 RL1240
 RL1240                          STATION RECOVERY (1987)
 RL1240
 RL1240'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1240'RECOVERED IN GOOD CONDITION.
 RL1240
 RL1240                          STATION RECOVERY (1995)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1240'RECOVERED AS DESCRIBED.
 RL1240
 RL1240                          STATION RECOVERY (1996)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL1240'RECOVERED AS DESCRIBED.
 RL1240
 RL1240                          STATION RECOVERY (1998)
 RL1240
 RL1240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0933 ***********************************************************************
 RL0933  DESIGNATION -  B 142
 RL0933  PID         -  RL0933
 RL0933  STATE/COUNTY-  MI/GOGEBIC
 RL0933  USGS QUAD   -  PIONEER LAKE (1981)
 RL0933
 RL0933                         *CURRENT SURVEY CONTROL
 RL0933  ___________________________________________________________________
 RL0933* NAD 83(1986)-  46 15 48.     (N)    089 10 48.     (W)     SCALED    
 RL0933* NAVD 88     -       492.008  (meters)    1614.20   (feet)  ADJUSTED  
 RL0933  ___________________________________________________________________
 RL0933  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RL0933  DYNAMIC HT  -         492.014 (meters)    1614.22  (feet)  COMP
 RL0933  MODELED GRAV-     980,612.1   (mgal)                       NAVD 88
 RL0933
 RL0933  VERT ORDER  -  SECOND    CLASS 0
 RL0933
 RL0933.The horizontal coordinates were scaled from a topographic map and have
 RL0933.an estimated accuracy of +/- 6 seconds.
 RL0933
 RL0933.The orthometric height was determined by differential leveling
 RL0933.and adjusted by the National Geodetic Survey in June 1991..
 RL0933
 RL0933.The geoid height was determined by GEOID03.
 RL0933
 RL0933.The dynamic height is computed by dividing the NAVD 88
 RL0933.geopotential number by the normal gravity value computed on the
 RL0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0933.degrees latitude (g = 980.6199 gals.).
 RL0933
 RL0933.The modeled gravity was interpolated from observed gravity values.
 RL0933
 RL0933;                    North         East    Units  Estimated Accuracy
 RL0933;SPC MI N     -   166,800.    7,831,970.      MT  (+/- 180 meters Scaled)
 RL0933
 RL0933                          SUPERSEDED SURVEY CONTROL
 RL0933
 RL0933  NGVD 29 (??/??/92)  492.027  (m)         1614.26   (f) ADJ UNCH    2 0
 RL0933
 RL0933.Superseded values are not recommended for survey control.
 RL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0933.See file dsdata.txt to determine how the superseded data were derived.
 RL0933
 RL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS320256(NAD 83)
 RL0933_MARKER: DB = BENCH MARK DISK
 RL0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0933_STAMPING: B 142 1948
 RL0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0933+STABILITY: SURFACE MOTION
 RL0933
 RL0933  HISTORY     - Date     Condition        Report By
 RL0933  HISTORY     - 1948     MONUMENTED       CGS
 RL0933  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0933
 RL0933                          STATION DESCRIPTION
 RL0933
 RL0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0933'0.4 MI S FROM WATERSMEET.
 RL0933'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0933'AT WATERSMEET, AT THE INTERSECTION OF U.S. HIGHWAY 2, 286 FEET
 RL0933'WEST OF THE CENTER LINE OF HIGHWAY 45, 90 FEET NORTH OF THE
 RL0933'CENTER LINE OF HIGHWAY 2, 104 FEET SOUTHWEST OF THE SOUTHWEST
 RL0933'CORNER OF A GARAGE, 29 FEET NORTHWEST OF THE CENTER LINE OF A
 RL0933'DRIVE WAY TO GARAGE AND SERVICE STATION, 24 FEET NORTH OF THE
 RL0933'WEST END OF A 2-FOOT CONCRETE PIPE CULVERT UNDER DRIVE TO GARAGE,
 RL0933'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0933'HIGHWAY 2 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0933'INCHES.
 RL0933
 RL0933                          STATION RECOVERY (1988)
 RL0933
 RL0933'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0933'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1170 ***********************************************************************
 RL1170  DESIGNATION -  B 144
 RL1170  PID         -  RL1170
 RL1170  STATE/COUNTY-  MI/GOGEBIC
 RL1170  USGS QUAD   -  MARENISCO (1975)
 RL1170
 RL1170                         *CURRENT SURVEY CONTROL
 RL1170  ___________________________________________________________________
 RL1170* NAD 83(1986)-  46 22 54.     (N)    089 41 49.     (W)     SCALED    
 RL1170* NAVD 88     -       461.633  (meters)    1514.54   (feet)  ADJUSTED  
 RL1170  ___________________________________________________________________
 RL1170  GEOID HEIGHT-         -31.00  (meters)                     GEOID03
 RL1170  DYNAMIC HT  -         461.635 (meters)    1514.55  (feet)  COMP
 RL1170  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 RL1170
 RL1170  VERT ORDER  -  SECOND    CLASS 0
 RL1170
 RL1170.The horizontal coordinates were scaled from a topographic map and have
 RL1170.an estimated accuracy of +/- 6 seconds.
 RL1170
 RL1170.The orthometric height was determined by differential leveling
 RL1170.and adjusted by the National Geodetic Survey in June 1991..
 RL1170
 RL1170.The geoid height was determined by GEOID03.
 RL1170
 RL1170.The dynamic height is computed by dividing the NAVD 88
 RL1170.geopotential number by the normal gravity value computed on the
 RL1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1170.degrees latitude (g = 980.6199 gals.).
 RL1170
 RL1170.The modeled gravity was interpolated from observed gravity values.
 RL1170
 RL1170;                    North         East    Units  Estimated Accuracy
 RL1170;SPC MI N     -   181,170.    7,792,590.      MT  (+/- 180 meters Scaled)
 RL1170
 RL1170                          SUPERSEDED SURVEY CONTROL
 RL1170
 RL1170  NGVD 29 (??/??/92)  461.633  (m)         1514.54   (f) ADJ UNCH    2 0
 RL1170
 RL1170.Superseded values are not recommended for survey control.
 RL1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1170.See file dsdata.txt to determine how the superseded data were derived.
 RL1170
 RL1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS926399(NAD 83)
 RL1170_MARKER: DB = BENCH MARK DISK
 RL1170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1170_SP_SET: FOUNDATION
 RL1170_STAMPING: B 144 1948
 RL1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1170+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2004
 RL1170
 RL1170  HISTORY     - Date     Condition        Report By
 RL1170  HISTORY     - 1948     MONUMENTED       CGS
 RL1170  HISTORY     - 1987     GOOD             USPSQD
 RL1170  HISTORY     - 20040807 GOOD             USPSQD
 RL1170
 RL1170                          STATION DESCRIPTION
 RL1170
 RL1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1170'AT MARENISCO.
 RL1170'AT MARENISCO, SET IN THE EAST FACE OF THE CONCRETE FOUNDATION
 RL1170'OF ST. CATHERINES CATHOLIC CHURCH, 0.7 FOOT SOUTH OF THE NORTHEAST
 RL1170'CORNER AND 1 FOOT ABOVE THE GROUND.
 RL1170
 RL1170                          STATION RECOVERY (1987)
 RL1170
 RL1170'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1170'RECOVERED IN GOOD CONDITION.
 RL1170
 RL1170                          STATION RECOVERY (2004)
 RL1170
 RL1170'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1177 ***********************************************************************
 RL1177  DESIGNATION -  B 146
 RL1177  PID         -  RL1177
 RL1177  STATE/COUNTY-  MI/GOGEBIC
 RL1177  USGS QUAD   -  STATELINE LAKE (1982)
 RL1177
 RL1177                         *CURRENT SURVEY CONTROL
 RL1177  ___________________________________________________________________
 RL1177* NAD 83(1986)-  46 17 26.     (N)    089 44 26.     (W)     SCALED    
 RL1177* NAVD 88     -       481.105  (meters)    1578.43   (feet)  ADJUSTED  
 RL1177  ___________________________________________________________________
 RL1177  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 RL1177  DYNAMIC HT  -         481.106 (meters)    1578.43  (feet)  COMP
 RL1177  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 RL1177
 RL1177  VERT ORDER  -  SECOND    CLASS 0
 RL1177
 RL1177.The horizontal coordinates were scaled from a topographic map and have
 RL1177.an estimated accuracy of +/- 6 seconds.
 RL1177
 RL1177.The orthometric height was determined by differential leveling
 RL1177.and adjusted by the National Geodetic Survey in June 1991..
 RL1177
 RL1177.The geoid height was determined by GEOID03.
 RL1177
 RL1177.The dynamic height is computed by dividing the NAVD 88
 RL1177.geopotential number by the normal gravity value computed on the
 RL1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1177.degrees latitude (g = 980.6199 gals.).
 RL1177
 RL1177.The modeled gravity was interpolated from observed gravity values.
 RL1177
 RL1177;                    North         East    Units  Estimated Accuracy
 RL1177;SPC MI N     -   171,170.    7,788,880.      MT  (+/- 180 meters Scaled)
 RL1177
 RL1177                          SUPERSEDED SURVEY CONTROL
 RL1177
 RL1177  NGVD 29 (??/??/92)  481.105  (m)         1578.43   (f) ADJ UNCH    2 0
 RL1177
 RL1177.Superseded values are not recommended for survey control.
 RL1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1177.See file dsdata.txt to determine how the superseded data were derived.
 RL1177
 RL1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS889299(NAD 83)
 RL1177_MARKER: DB = BENCH MARK DISK
 RL1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1177_STAMPING: B 146 1948
 RL1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1177+STABILITY: SURFACE MOTION
 RL1177
 RL1177  HISTORY     - Date     Condition        Report By
 RL1177  HISTORY     - 1948     MONUMENTED       CGS
 RL1177  HISTORY     - 1963     MARK NOT FOUND   USGS
 RL1177  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1177  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1177  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1177
 RL1177                          STATION DESCRIPTION
 RL1177
 RL1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1177'7.2 MI S FROM MARENISCO.
 RL1177'ABOUT 7.15 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1177'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT 0.3 MILE
 RL1177'SOUTH OF THE JUNCTION OF A ROAD NORTHEAST, ABOUT 0.15 MILE NORTH
 RL1177'OF THE TOP OF A GRADE, AT A SMALL CUT, 64 FEET WEST AND ACROSS
 RL1177'THE ROAD FROM POWER POLE NO. 147, 30 FEET WEST OF THE CENTER
 RL1177'LINE OF THE ROAD, 4 1/2 FEET NORTH-NORTHEAST OF A TRIANGULAR
 RL1177'BLAZED 11-INCH ASPEN TREE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL1177'POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL1177'POST PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM WINEGAR,
 RL1177'WISCONSIN, VILAS COUNTY BY GOING ABOUT 1.05 MILES NORTH ALONG
 RL1177'A COUNTY ROAD TO THE MICHIGAN STATE LINE THENCE ABOUT 2.1 MILES
 RL1177'NORTH ALONG STATE HIGHWAY 64.  NOTE-- MAY HAVE BEEN DESTROYED
 RL1177'BY HWY CONSTRUCTION.
 RL1177
 RL1177                          STATION RECOVERY (1963)
 RL1177
 RL1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RL1177'MARK NOT FOUND.
 RL1177
 RL1177                          STATION RECOVERY (1978)
 RL1177
 RL1177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1177'MARK NOT FOUND.
 RL1177
 RL1177                          STATION RECOVERY (1987)
 RL1177
 RL1177'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1177'MARK NOT FOUND.
 RL1177
 RL1177                          STATION RECOVERY (2004)
 RL1177
 RL1177'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0710 ***********************************************************************
 RL0710  DESIGNATION -  B 147
 RL0710  PID         -  RL0710
 RL0710  STATE/COUNTY-  MI/ONTONAGON
 RL0710  USGS QUAD   -  
 RL0710
 RL0710                         *CURRENT SURVEY CONTROL
 RL0710  ___________________________________________________________________
 RL0710* NAD 83(1986)-  46 33 32.     (N)    089 24 43.     (W)     SCALED    
 RL0710* NAVD 88     -       375.913  (meters)    1233.31   (feet)  ADJUSTED  
 RL0710  ___________________________________________________________________
 RL0710  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL0710  DYNAMIC HT  -         375.929 (meters)    1233.36  (feet)  COMP
 RL0710  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 RL0710
 RL0710  VERT ORDER  -  SECOND    CLASS 0
 RL0710
 RL0710.The horizontal coordinates were scaled from a topographic map and have
 RL0710.an estimated accuracy of +/- 6 seconds.
 RL0710
 RL0710.The orthometric height was determined by differential leveling
 RL0710.and adjusted by the National Geodetic Survey in June 1991..
 RL0710
 RL0710.The geoid height was determined by GEOID03.
 RL0710
 RL0710.The dynamic height is computed by dividing the NAVD 88
 RL0710.geopotential number by the normal gravity value computed on the
 RL0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0710.degrees latitude (g = 980.6199 gals.).
 RL0710
 RL0710.The modeled gravity was interpolated from observed gravity values.
 RL0710
 RL0710;                    North         East    Units  Estimated Accuracy
 RL0710;SPC MI N     -   200,160.    7,815,100.      MT  (+/- 180 meters Scaled)
 RL0710
 RL0710                          SUPERSEDED SURVEY CONTROL
 RL0710
 RL0710  NGVD 29 (??/??/92)  375.899  (m)         1233.26   (f) ADJ UNCH    2 0
 RL0710
 RL0710.Superseded values are not recommended for survey control.
 RL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0710.See file dsdata.txt to determine how the superseded data were derived.
 RL0710
 RL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS151589(NAD 83)
 RL0710_MARKER: DB = BENCH MARK DISK
 RL0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0710_STAMPING: B 147 1948
 RL0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0710+STABILITY: SURFACE MOTION
 RL0710
 RL0710  HISTORY     - Date     Condition        Report By
 RL0710  HISTORY     - 1948     MONUMENTED       CGS
 RL0710  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0710  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0710  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0710  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0710  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0710  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0710
 RL0710                          STATION DESCRIPTION
 RL0710
 RL0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0710'0.6 MI W FROM MATCHWOOD.
 RL0710'ABOUT 0.65 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0710'RAILWAY FROM THE ROAD CROSSING AT MATCHWOOD, AT A HOUSE ON NORTH
 RL0710'SIDE OF STATE HIGHWAY 28 WHICH PARALLELS THE TRACK, 72 FEET
 RL0710'SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE
 RL0710'NORTH TO THE HOUSE, 74 FEET SOUTHEAST OF THE SOUTH END OF AN
 RL0710'18-INCH PIPE CULVERT UNDER THE HIGHWAY, 38 FEET NORTH OF THE
 RL0710'NORTH RAIL OF THE TRACK, 99 FEET WEST-SOUTHWEST OF TELEPHONE
 RL0710'POLE 4427, 2 FEET EAST OF A WHITE WOODEN WITNESS POST 1 FOOT
 RL0710'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0710'4 INCHES.
 RL0710
 RL0710                          STATION RECOVERY (1978)
 RL0710
 RL0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (1985)
 RL0710
 RL0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (1987)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (1996)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (2001)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0710'MARK NOT FOUND.
 RL0710
 RL0710                          STATION RECOVERY (2004)
 RL0710
 RL0710'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0106 ***********************************************************************
 SG0106  DESIGNATION -  B 148 RESET 1969
 SG0106  PID         -  SG0106
 SG0106  STATE/COUNTY-  MI/HOUGHTON
 SG0106  USGS QUAD   -  CHASSELL (1975)
 SG0106
 SG0106                         *CURRENT SURVEY CONTROL
 SG0106  ___________________________________________________________________
 SG0106* NAD 83(1986)-  47 01 32.     (N)    088 34 56.     (W)     SCALED    
 SG0106* NAVD 88     -       263.34   (+/-2cm)     864.0    (feet)  VERTCON   
 SG0106  ___________________________________________________________________
 SG0106  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 SG0106
 SG0106  VERT ORDER  -  THIRD (See Below)
 SG0106
 SG0106.The horizontal coordinates were scaled from a topographic map and have
 SG0106.an estimated accuracy of +/- 6 seconds.
 SG0106
 SG0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0106.The vertical order pertains to the NGVD 29 superseded value.
 SG0106
 SG0106.The geoid height was determined by GEOID03.
 SG0106
 SG0106;                    North         East    Units  Estimated Accuracy
 SG0106;SPC MI N     -   250,420.    7,879,730.      MT  (+/- 180 meters Scaled)
 SG0106
 SG0106                          SUPERSEDED SURVEY CONTROL
 SG0106
 SG0106  NGVD 29 (03/27/06)  263.33   (m)          863.9    (f) RESET       3  
 SG0106
 SG0106.Superseded values are not recommended for survey control.
 SG0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0106.See file dsdata.txt to determine how the superseded data were derived.
 SG0106
 SG0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT797092(NAD 83)
 SG0106_MARKER: DB = BENCH MARK DISK
 SG0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0106_STAMPING: B 148 RESET 1969
 SG0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0106+STABILITY: SURFACE MOTION
 SG0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0106+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 SG0106
 SG0106  HISTORY     - Date     Condition        Report By
 SG0106  HISTORY     - 1969     MONUMENTED       CGS
 SG0106  HISTORY     - 20050712 GOOD             GEOCAC
 SG0106
 SG0106                          STATION DESCRIPTION
 SG0106
 SG0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 SG0106'2.9 MI W FROM CHASSELL.
 SG0106'2.7 MILE WEST ALONG FIFTH STREET FROM ITS INTERSECTION WITH
 SG0106'WILSON MEMORIAL DRIVE IN CHASSELL, SET IN THE TOP OF A ROUND
 SG0106'CONCRETE POST PROJECTING 4 INCHES, 48 FEET EAST OF THE CENTERLINE
 SG0106'OF A DRIVEWAY TO THE HOME OF MR. ELMER KOSKI, 30 FEET NORTH
 SG0106'OF THE CENTERLINE OF THE PAVED ROAD, 2 FEET NORTHWEST OF A
 SG0106'POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 SG0106
 SG0106                          STATION RECOVERY (2005)
 SG0106
 SG0106'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0106'NAD 83(1986)-  47 01 31.4 (N)    088 34 55.9 (W)   HANDHELD GPS
 SG0106' 
 SG0106'NOTE - MEMORIAL DRIVE IN CHASSELL IS US HWY 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0573 ***********************************************************************
 RL0573  DESIGNATION -  B 149
 RL0573  PID         -  RL0573
 RL0573  STATE/COUNTY-  MI/HOUGHTON
 RL0573  USGS QUAD   -  OTTER LAKE (1985)
 RL0573
 RL0573                         *CURRENT SURVEY CONTROL
 RL0573  ___________________________________________________________________
 RL0573* NAD 83(1986)-  46 53 43.     (N)    088 36 14.     (W)     SCALED    
 RL0573* NAVD 88     -       214.799  (meters)     704.72   (feet)  ADJUSTED  
 RL0573  ___________________________________________________________________
 RL0573  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 RL0573  DYNAMIC HT  -         214.814 (meters)     704.77  (feet)  COMP
 RL0573  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 RL0573
 RL0573  VERT ORDER  -  SECOND    CLASS 0
 RL0573
 RL0573.The horizontal coordinates were scaled from a topographic map and have
 RL0573.an estimated accuracy of +/- 6 seconds.
 RL0573
 RL0573.The orthometric height was determined by differential leveling
 RL0573.and adjusted by the National Geodetic Survey in June 1991..
 RL0573
 RL0573.The geoid height was determined by GEOID03.
 RL0573
 RL0573.The dynamic height is computed by dividing the NAVD 88
 RL0573.geopotential number by the normal gravity value computed on the
 RL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0573.degrees latitude (g = 980.6199 gals.).
 RL0573
 RL0573.The modeled gravity was interpolated from observed gravity values.
 RL0573
 RL0573;                    North         East    Units  Estimated Accuracy
 RL0573;SPC MI N     -   235,970.    7,877,790.      MT  (+/- 180 meters Scaled)
 RL0573
 RL0573                          SUPERSEDED SURVEY CONTROL
 RL0573
 RL0573  NGVD 29 (??/??/92)  214.787  (m)          704.68   (f) ADJ UNCH    2 0
 RL0573
 RL0573.Superseded values are not recommended for survey control.
 RL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0573.See file dsdata.txt to determine how the superseded data were derived.
 RL0573
 RL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS778947(NAD 83)
 RL0573_MARKER: DB = BENCH MARK DISK
 RL0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0573_STAMPING: B 149 1948
 RL0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0573+STABILITY: SURFACE MOTION
 RL0573
 RL0573  HISTORY     - Date     Condition        Report By
 RL0573  HISTORY     - 1948     MONUMENTED       CGS
 RL0573  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0573
 RL0573                          STATION DESCRIPTION
 RL0573
 RL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0573'3 MI SE FROM TAPIOLA.
 RL0573'2.0 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0573'THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE
 RL0573'WEST OF THE BRIDGE OVER OTTER RIVER, AT A DRIVE NORTH, 55 FEET
 RL0573'NORTHWEST OF THE CENTER OF THE JUNCTION, 43 FEET WEST OF THE
 RL0573'CENTER LINE OF THE DRIVE, 32 FEET NORTH OF THE CENTER LINE OF
 RL0573'THE ROAD, 10 FEET SOUTH OF A TRIANGULAR BLAZED 22-INCH SPRUCE
 RL0573'TREE, 36 FEET EAST OF THE FIRST POWER POLE EAST OF A POWER POLE
 RL0573'WITH TRANSFORMER AND BRANCH LINE TO HOUSE SOUTH OF ROAD, 114
 RL0573'FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIM ROAD
 RL0573'SOUTH, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0573'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0573'6 INCHES.
 RL0573
 RL0573                          STATION RECOVERY (2004)
 RL0573
 RL0573'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0069 ***********************************************************************
 RM0069  DESIGNATION -  B 149 X
 RM0069  PID         -  RM0069
 RM0069  STATE/COUNTY-  MI/GOGEBIC
 RM0069  USGS QUAD   -  
 RM0069
 RM0069                         *CURRENT SURVEY CONTROL
 RM0069  ___________________________________________________________________
 RM0069* NAD 83(1986)-  46 39 27.     (N)    090 01 58.     (W)     SCALED    
 RM0069* NAVD 88     -       240.942  (meters)     790.49   (feet)  ADJUSTED  
 RM0069  ___________________________________________________________________
 RM0069  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RM0069  DYNAMIC HT  -         240.973 (meters)     790.59  (feet)  COMP
 RM0069  MODELED GRAV-     980,736.4   (mgal)                       NAVD 88
 RM0069
 RM0069  VERT ORDER  -  SECOND    CLASS 0
 RM0069
 RM0069.The horizontal coordinates were scaled from a topographic map and have
 RM0069.an estimated accuracy of +/- 6 seconds.
 RM0069
 RM0069.The orthometric height was determined by differential leveling
 RM0069.and adjusted by the National Geodetic Survey in June 1991..
 RM0069
 RM0069.The geoid height was determined by GEOID03.
 RM0069
 RM0069.The dynamic height is computed by dividing the NAVD 88
 RM0069.geopotential number by the normal gravity value computed on the
 RM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0069.degrees latitude (g = 980.6199 gals.).
 RM0069
 RM0069.The modeled gravity was interpolated from observed gravity values.
 RM0069
 RM0069;                    North         East    Units  Estimated Accuracy
 RM0069;SPC MI N     -   212,740.    7,767,940.      MT  (+/- 180 meters Scaled)
 RM0069
 RM0069                          SUPERSEDED SURVEY CONTROL
 RM0069
 RM0069  NGVD 29 (??/??/92)  240.980  (m)          790.62   (f) ADJ UNCH    2 0
 RM0069
 RM0069.Superseded values are not recommended for survey control.
 RM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0069.See file dsdata.txt to determine how the superseded data were derived.
 RM0069
 RM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM270713(NAD 83)
 RM0069_MARKER: DB = BENCH MARK DISK
 RM0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0069_SP_SET: MAPLE TREE
 RM0069_STAMPING: B 149 X 1948
 RM0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0069
 RM0069  HISTORY     - Date     Condition        Report By
 RM0069  HISTORY     - 1948     MONUMENTED       CGS
 RM0069
 RM0069                          STATION DESCRIPTION
 RM0069
 RM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0069'14.1 MI NW FROM THOMASTON.
 RM0069'ABOUT 10.1 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM THE
 RM0069'CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY IN
 RM0069'THOMASTON, THENCE ABOUT 2.1 MILES WEST ALONG A LOGGING GRAVEL ROAD,
 RM0069'THENCE ABOUT 0.55 MILE WEST ALONG A GRASS TRAIL, THENCE ABOUT 1.35
 RM0069'MILES WEST AND SOUTHWEST ALONG A DIM GRASS TRAIL (NO TRUCK TRAVEL),
 RM0069'ABOUT 0.75 MILE EAST OF THE EAST BANK OF BLACK RIVER, NEAR THE TOP
 RM0069'OF A LONG GRADE DECENDING TO THE NORTHEAST, ABOUT 0.1 MILE SOUTHWEST
 RM0069'OF A FILL OVER TWO CREEKS, SET VERTICALLY IN THE NORTHWEST FACE OF
 RM0069'A 12-INCH TOPPED RED MAPLE TREE, 16.5 FEET SOUTHEAST OF THE CENTER
 RM0069'LINE OF THE TRAIL, 78.5 FEET EAST-NORTHEAST AND ACROSS THE TRAIL
 RM0069'FROM A RAILROAD SPIKE IN THE CENTER OF A TRIANGULAR BLAZE ON A
 RM0069'LONG 7-INCH HEMLOCK TREE WHICH IS GROWING 3 FEET WEST OF A 3-FOOT
 RM0069'STUMP, 3 FEET ABOVE THE GROUND AND ABOUT 7 FEET ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0243 ***********************************************************************
 PL0243  DESIGNATION -  B 15
 PL0243  PID         -  PL0243
 PL0243  STATE/COUNTY-  MI/OSCEOLA
 PL0243  USGS QUAD   -  
 PL0243
 PL0243                         *CURRENT SURVEY CONTROL
 PL0243  ___________________________________________________________________
 PL0243* NAD 83(1986)-  44 04 57.     (N)    085 27 09.     (W)     SCALED    
 PL0243* NAVD 88     -       380.146  (meters)    1247.20   (feet)  ADJUSTED  
 PL0243  ___________________________________________________________________
 PL0243  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 PL0243  DYNAMIC HT  -         380.087 (meters)    1247.00  (feet)  COMP
 PL0243  MODELED GRAV-     980,454.0   (mgal)                       NAVD 88
 PL0243
 PL0243  VERT ORDER  -  FIRST     CLASS II
 PL0243
 PL0243.The horizontal coordinates were scaled from a topographic map and have
 PL0243.an estimated accuracy of +/- 6 seconds.
 PL0243
 PL0243.The orthometric height was determined by differential leveling
 PL0243.and adjusted by the National Geodetic Survey in June 1991..
 PL0243
 PL0243.The geoid height was determined by GEOID03.
 PL0243
 PL0243.The dynamic height is computed by dividing the NAVD 88
 PL0243.geopotential number by the normal gravity value computed on the
 PL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0243.degrees latitude (g = 980.6199 gals.).
 PL0243
 PL0243.The modeled gravity was interpolated from observed gravity values.
 PL0243
 PL0243;                    North         East    Units  Estimated Accuracy
 PL0243;SPC MI C     -    85,680.    5,913,030.      MT  (+/- 180 meters Scaled)
 PL0243
 PL0243                          SUPERSEDED SURVEY CONTROL
 PL0243
 PL0243  NGVD 29 (??/??/92)  380.240  (m)         1247.50   (f) ADJ UNCH    1 2
 PL0243
 PL0243.Superseded values are not recommended for survey control.
 PL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0243.See file dsdata.txt to determine how the superseded data were derived.
 PL0243
 PL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP238822(NAD 83)
 PL0243_MARKER: P = PIPE CAP
 PL0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0243_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PL0243_STAMPING: ELEV 1247.504 FT B 15 1916
 PL0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0243
 PL0243  HISTORY     - Date     Condition        Report By
 PL0243  HISTORY     - 1916     MONUMENTED       CGS
 PL0243  HISTORY     - 1934     GOOD             NGS
 PL0243  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 PL0243  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0243
 PL0243                          STATION DESCRIPTION
 PL0243
 PL0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0243'1.5 MI S FROM TUSTIN.
 PL0243'1.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0243'STATION AT TUSTIN, 43-2/3 30-FOOT RAILS NORTH OF MILEPOST 318,
 PL0243'7-2/3 RAILS NORTH OF THE NORTH FENCE OF A WOOD LOT SOUTH OF A
 PL0243'DEEP CUT, 45.2 FEET EAST OF THE EAST RAIL, 8 YARDS SOUTH OF AN
 PL0243'18-INCH ELM TREE AT THE WEST FENCE, AND JUST EAST OF AN
 PL0243'EMBEDDED 6- BY 8- BY 16-INCH POINTED GRANITE BOULDER PROJECTING
 PL0243'1/2 FOOT ABOVE GROUND.  A STANDARD CAP, STAMPED ELEV. 1247.504
 PL0243'FT. B 15 1916 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 PL0243'FLUSH WITH THE GROUND.
 PL0243
 PL0243                          STATION RECOVERY (1994)
 PL0243
 PL0243'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0243'MARK NOT FOUND.
 PL0243
 PL0243                          STATION RECOVERY (2001)
 PL0243
 PL0243'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0341 ***********************************************************************
 RK0341  DESIGNATION -  B 150
 RK0341  PID         -  RK0341
 RK0341  STATE/COUNTY-  MI/MARQUETTE
 RK0341  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0341
 RK0341                         *CURRENT SURVEY CONTROL
 RK0341  ___________________________________________________________________
 RK0341* NAD 83(1986)-  46 37 12.     (N)    087 41 38.     (W)     SCALED    
 RK0341* NAVD 88     -       415.881  (meters)    1364.44   (feet)  ADJUSTED  
 RK0341  ___________________________________________________________________
 RK0341  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 RK0341  DYNAMIC HT  -         415.911 (meters)    1364.53  (feet)  COMP
 RK0341  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 RK0341
 RK0341  VERT ORDER  -  SECOND    CLASS 0
 RK0341
 RK0341.The horizontal coordinates were scaled from a topographic map and have
 RK0341.an estimated accuracy of +/- 6 seconds.
 RK0341
 RK0341.The orthometric height was determined by differential leveling
 RK0341.and adjusted by the National Geodetic Survey in June 1991..
 RK0341
 RK0341.The geoid height was determined by GEOID03.
 RK0341
 RK0341.The dynamic height is computed by dividing the NAVD 88
 RK0341.geopotential number by the normal gravity value computed on the
 RK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0341.degrees latitude (g = 980.6199 gals.).
 RK0341
 RK0341.The modeled gravity was interpolated from observed gravity values.
 RK0341
 RK0341;                    North         East    Units  Estimated Accuracy
 RK0341;SPC MI N     -   204,370.    7,946,860.      MT  (+/- 180 meters Scaled)
 RK0341
 RK0341                          SUPERSEDED SURVEY CONTROL
 RK0341
 RK0341  NGVD 29 (??/??/92)  415.836  (m)         1364.29   (f) ADJ UNCH    2 0
 RK0341
 RK0341.Superseded values are not recommended for survey control.
 RK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0341.See file dsdata.txt to determine how the superseded data were derived.
 RK0341
 RK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS468631(NAD 83)
 RK0341_MARKER: DB = BENCH MARK DISK
 RK0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0341_STAMPING: B 150 1948
 RK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0341+STABILITY: SURFACE MOTION
 RK0341
 RK0341  HISTORY     - Date     Condition        Report By
 RK0341  HISTORY     - 1948     MONUMENTED       CGS
 RK0341  HISTORY     - 1985     GOOD             NGS
 RK0341
 RK0341                          STATION DESCRIPTION
 RK0341
 RK0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0341'23.7 MI NW FROM MARQUETTE.
 RK0341'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0341'IN MARQUETTE, THENCE 11.65 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0341'35, THENCE 6.0 MILES SOUTHWEST ALONG A SAND ROAD, 0.2 MILE
 RK0341'NORTHEAST OF A BRIDGE OVER DEER CREEK, AT THE JUNCTION OF A
 RK0341'SAND ROAD NORTHEAST, 150 FEET SOUTHEAST OF A POLE BRIDGE OVER
 RK0341'A SMALL STREAM, 25 FEET NORTHWEST OF THE CENTER LINE OF THE
 RK0341'SIDE ROAD, 20 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 6
 RK0341'FEET NORTHWEST OF AN 8-INCH TRIANGULAR BLAZED PINE TREE, 1 1/2
 RK0341'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 RK0341'THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 RK0341'PROJECTING 3 INCHES.
 RK0341
 RK0341                          STATION RECOVERY (1985)
 RK0341
 RK0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0564 ***********************************************************************
 RL0564  DESIGNATION -  B 151
 RL0564  PID         -  RL0564
 RL0564  STATE/COUNTY-  MI/BARAGA
 RL0564  USGS QUAD   -  PELKIE (1985)
 RL0564
 RL0564                         *CURRENT SURVEY CONTROL
 RL0564  ___________________________________________________________________
 RL0564* NAD 83(1986)-  46 47 11.     (N)    088 38 47.     (W)     SCALED    
 RL0564* NAVD 88     -       215.486  (meters)     706.97   (feet)  ADJUSTED  
 RL0564  ___________________________________________________________________
 RL0564  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 RL0564  DYNAMIC HT  -         215.499 (meters)     707.02  (feet)  COMP
 RL0564  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 RL0564
 RL0564  VERT ORDER  -  SECOND    CLASS 0
 RL0564
 RL0564.The horizontal coordinates were scaled from a topographic map and have
 RL0564.an estimated accuracy of +/- 6 seconds.
 RL0564
 RL0564.The orthometric height was determined by differential leveling
 RL0564.and adjusted by the National Geodetic Survey in June 1991..
 RL0564
 RL0564.The geoid height was determined by GEOID03.
 RL0564
 RL0564.The dynamic height is computed by dividing the NAVD 88
 RL0564.geopotential number by the normal gravity value computed on the
 RL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0564.degrees latitude (g = 980.6199 gals.).
 RL0564
 RL0564.The modeled gravity was interpolated from observed gravity values.
 RL0564
 RL0564;                    North         East    Units  Estimated Accuracy
 RL0564;SPC MI N     -   223,940.    7,874,300.      MT  (+/- 180 meters Scaled)
 RL0564
 RL0564                          SUPERSEDED SURVEY CONTROL
 RL0564
 RL0564  NGVD 29 (??/??/92)  215.473  (m)          706.93   (f) ADJ UNCH    2 0
 RL0564
 RL0564.Superseded values are not recommended for survey control.
 RL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0564.See file dsdata.txt to determine how the superseded data were derived.
 RL0564
 RL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS743827(NAD 83)
 RL0564_MARKER: DB = BENCH MARK DISK
 RL0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0564_STAMPING: B 151 1948
 RL0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0564+STABILITY: SURFACE MOTION
 RL0564
 RL0564  HISTORY     - Date     Condition        Report By
 RL0564  HISTORY     - 1948     MONUMENTED       CGS
 RL0564
 RL0564                          STATION DESCRIPTION
 RL0564
 RL0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0564'2.6 MI SW FROM PELKIE.
 RL0564'2.65 MILES SOUTH AND WEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 RL0564'AT PELKIE, AT A RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS
 RL0564'WEST AND NORTH, 21 FEET SOUTH-SOUTHEAST OF THE POINT OF
 RL0564'INTERSECTION OF THE PROLONGATION OF BOTH TANGENTS, 18 FEET SOUTH
 RL0564'OF THE PROLONGED CENTER LINE OF THE WEST TANGENT, 7 FEET EAST
 RL0564'OF THE PROLONGED CENTER LINE OF THE NORTH TANGENT, 44 FEET
 RL0564'EAST-NORTHEAST OF A POWER POLE, 24 FEET SOUTH OF THE PROLONGATION
 RL0564'OF A FENCE EAST, 3 FEET WEST OF A FENCE LINE, 1 1/2 FEET EAST
 RL0564'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL0564'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0618 ***********************************************************************
 RL0618  DESIGNATION -  B 152
 RL0618  PID         -  RL0618
 RL0618  STATE/COUNTY-  MI/HOUGHTON
 RL0618  USGS QUAD   -  
 RL0618
 RL0618                         *CURRENT SURVEY CONTROL
 RL0618  ___________________________________________________________________
 RL0618* NAD 83(1986)-  46 48 19.     (N)    088 48 04.     (W)     SCALED    
 RL0618* NAVD 88     -       305.163  (meters)    1001.19   (feet)  ADJUSTED  
 RL0618  ___________________________________________________________________
 RL0618  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 RL0618  DYNAMIC HT  -         305.181 (meters)    1001.25  (feet)  COMP
 RL0618  MODELED GRAV-     980,666.3   (mgal)                       NAVD 88
 RL0618
 RL0618  VERT ORDER  -  SECOND    CLASS 0
 RL0618
 RL0618.The horizontal coordinates were scaled from a topographic map and have
 RL0618.an estimated accuracy of +/- 6 seconds.
 RL0618
 RL0618.The orthometric height was determined by differential leveling
 RL0618.and adjusted by the National Geodetic Survey in June 1991..
 RL0618
 RL0618.The geoid height was determined by GEOID03.
 RL0618
 RL0618.The dynamic height is computed by dividing the NAVD 88
 RL0618.geopotential number by the normal gravity value computed on the
 RL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0618.degrees latitude (g = 980.6199 gals.).
 RL0618
 RL0618.The modeled gravity was interpolated from observed gravity values.
 RL0618
 RL0618;                    North         East    Units  Estimated Accuracy
 RL0618;SPC MI N     -   226,290.    7,862,540.      MT  (+/- 180 meters Scaled)
 RL0618
 RL0618                          SUPERSEDED SURVEY CONTROL
 RL0618
 RL0618  NGVD 29 (??/??/92)  305.146  (m)         1001.13   (f) ADJ UNCH    2 0
 RL0618
 RL0618.Superseded values are not recommended for survey control.
 RL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0618.See file dsdata.txt to determine how the superseded data were derived.
 RL0618
 RL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS625851(NAD 83)
 RL0618_MARKER: DB = BENCH MARK DISK
 RL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0618_STAMPING: B 152 1948
 RL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0618+STABILITY: SURFACE MOTION
 RL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0618+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 RL0618
 RL0618  HISTORY     - Date     Condition        Report By
 RL0618  HISTORY     - 1948     MONUMENTED       CGS
 RL0618  HISTORY     - 20030708 GOOD             GEOCAC
 RL0618
 RL0618                          STATION DESCRIPTION
 RL0618
 RL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0618'3.4 MI NW FROM NISULA.
 RL0618'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0618'CEMETERY, THENCE ABOUT 3.0 MILES NORTHWEST ALONG THE WINONA
 RL0618'ROAD, ABOUT 0.65 MILE NORTHWEST OF A 20-FOOT WOODEN BRIDGE OVER
 RL0618'THE WEST BRANCH OF OTTER RIVER, ABOUT 0.3 MILE SOUTHEAST OF A
 RL0618'CURVE WITH TANGENTS SOUTHEAST AND WEST, 23 FEET NORTHEAST OF THE
 RL0618'CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF A TRIANGULAR
 RL0618'BLAZED 12-INCH HEMLOCK TREE, 15 FEET NORTHWEST OF A TRIANGULAR
 RL0618'BLAZED 8-INCH ASPEN TREE, 2 FEET NORTHWEST OF A WHITE WOODEN
 RL0618'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0618'CONCRETE POST PROJECTING 6 INCHES.
 RL0618
 RL0618                          STATION RECOVERY (2003)
 RL0618
 RL0618'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0618'THE STATE HIGHWAY IN NISULA IS NOW M-38. MARK IS 0.5 MILE NORTHWEST OF
 RL0618'A CONCRETE BRIDGE OVER THE WEST BRANCH OF THE OTTER RIVER AND 2 FT
 RL0618'NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0676 ***********************************************************************
 RL0676  DESIGNATION -  B 154
 RL0676  PID         -  RL0676
 RL0676  STATE/COUNTY-  MI/ONTONAGON
 RL0676  USGS QUAD   -  
 RL0676
 RL0676                         *CURRENT SURVEY CONTROL
 RL0676  ___________________________________________________________________
 RL0676* NAD 83(1986)-  46 40 45.     (N)    088 52 06.     (W)     SCALED    
 RL0676* NAVD 88     -       379.620  (meters)    1245.47   (feet)  ADJUSTED  
 RL0676  ___________________________________________________________________
 RL0676  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 RL0676  DYNAMIC HT  -         379.640 (meters)    1245.54  (feet)  COMP
 RL0676  MODELED GRAV-     980,653.9   (mgal)                       NAVD 88
 RL0676
 RL0676  VERT ORDER  -  SECOND    CLASS 0
 RL0676
 RL0676.The horizontal coordinates were scaled from a topographic map and have
 RL0676.an estimated accuracy of +/- 6 seconds.
 RL0676
 RL0676.The orthometric height was determined by differential leveling
 RL0676.and adjusted by the National Geodetic Survey in June 1991..
 RL0676
 RL0676.The geoid height was determined by GEOID03.
 RL0676
 RL0676.The dynamic height is computed by dividing the NAVD 88
 RL0676.geopotential number by the normal gravity value computed on the
 RL0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0676.degrees latitude (g = 980.6199 gals.).
 RL0676
 RL0676.The modeled gravity was interpolated from observed gravity values.
 RL0676
 RL0676;                    North         East    Units  Estimated Accuracy
 RL0676;SPC MI N     -   212,400.    7,857,080.      MT  (+/- 180 meters Scaled)
 RL0676
 RL0676                          SUPERSEDED SURVEY CONTROL
 RL0676
 RL0676  NGVD 29 (??/??/92)  379.610  (m)         1245.44   (f) ADJ UNCH    2 0
 RL0676
 RL0676.Superseded values are not recommended for survey control.
 RL0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0676.See file dsdata.txt to determine how the superseded data were derived.
 RL0676
 RL0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS571712(NAD 83)
 RL0676_MARKER: DB = BENCH MARK DISK
 RL0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0676_STAMPING: B 154 1948
 RL0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0676+STABILITY: SURFACE MOTION
 RL0676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0676+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 RL0676
 RL0676  HISTORY     - Date     Condition        Report By
 RL0676  HISTORY     - 1948     MONUMENTED       CGS
 RL0676  HISTORY     - 20040525 GOOD             GEOCAC
 RL0676
 RL0676                          STATION DESCRIPTION
 RL0676
 RL0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0676'4.4 MI E FROM PORI.
 RL0676'4.4 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0676'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AT PORI, ABOUT
 RL0676'0.75 MILE WEST OF A ROAD SOUTH TO KENTON, AT THE ED. GILLSTROMS
 RL0676'RESIDENCE ON SOUTH SIDE OF ROAD, 97 FEET NORTHEAST AND ACROSS
 RL0676'THE ROAD FROM THE NORTHEAST CORNER OF A GARAGE, 80 FEET NORTHWEST
 RL0676'AND ACROSS THE ROAD FROM A TELEPHONE POLE, 30 FEET NORTH OF THE
 RL0676'CENTER LINE OF THE ROAD, 8 1/2 FEET EAST OF A TRIANGULAR BLAZED
 RL0676'8-INCH ASPEN TREE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 RL0676'POST, 5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0676'POST PROJECTING 3 INCHES.
 RL0676
 RL0676                          STATION RECOVERY (2004)
 RL0676
 RL0676'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0676'NAD 83 -  46 40 45.5 (N) -  088 52 07.0 (W)  HANDHELD DGPS
 RL0676' 
 RL0676'IT IS 50 FT EAST OF A DRIVE SOUTH, 3 FT N-NW OF THE MWP+SIGN AND
 RL0676'ACROSS ROAD AND EAST OF 5793 S. LAIRD ROAD (L1180).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0330 ***********************************************************************
 RK0330  DESIGNATION -  B 155
 RK0330  PID         -  RK0330
 RK0330  STATE/COUNTY-  MI/MARQUETTE
 RK0330  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0330
 RK0330                         *CURRENT SURVEY CONTROL
 RK0330  ___________________________________________________________________
 RK0330* NAD 83(1986)-  46 34 49.     (N)    087 44 26.     (W)     SCALED    
 RK0330* NAVD 88     -       424.384  (meters)    1392.33   (feet)  ADJUSTED  
 RK0330  ___________________________________________________________________
 RK0330  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 RK0330  DYNAMIC HT  -         424.407 (meters)    1392.41  (feet)  COMP
 RK0330  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 RK0330
 RK0330  VERT ORDER  -  SECOND    CLASS 0
 RK0330
 RK0330.The horizontal coordinates were scaled from a topographic map and have
 RK0330.an estimated accuracy of +/- 6 seconds.
 RK0330
 RK0330.The orthometric height was determined by differential leveling
 RK0330.and adjusted by the National Geodetic Survey in June 1991..
 RK0330
 RK0330.The geoid height was determined by GEOID03.
 RK0330
 RK0330.The dynamic height is computed by dividing the NAVD 88
 RK0330.geopotential number by the normal gravity value computed on the
 RK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0330.degrees latitude (g = 980.6199 gals.).
 RK0330
 RK0330.The modeled gravity was interpolated from observed gravity values.
 RK0330
 RK0330;                    North         East    Units  Estimated Accuracy
 RK0330;SPC MI N     -   199,990.    7,943,240.      MT  (+/- 180 meters Scaled)
 RK0330
 RK0330                          SUPERSEDED SURVEY CONTROL
 RK0330
 RK0330  NGVD 29 (??/??/92)  424.332  (m)         1392.16   (f) ADJ UNCH    2 0
 RK0330
 RK0330.Superseded values are not recommended for survey control.
 RK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0330.See file dsdata.txt to determine how the superseded data were derived.
 RK0330
 RK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS432587(NAD 83)
 RK0330_MARKER: DB = BENCH MARK DISK
 RK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0330_STAMPING: B 155 1948
 RK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0330+STABILITY: SURFACE MOTION
 RK0330
 RK0330  HISTORY     - Date     Condition        Report By
 RK0330  HISTORY     - 1948     MONUMENTED       CGS
 RK0330  HISTORY     - 1985     GOOD             NGS
 RK0330
 RK0330                          STATION DESCRIPTION
 RK0330
 RK0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0330'9.6 MI NW FROM ISHPEMING.
 RK0330'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0330'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0330'0.8 MILE WEST ALONG A GRAVEL ROAD, AT A CURVE WITH TANGENTS
 RK0330'EXTENDING NORTH AND SOUTHEAST AND THE JUNCTION WITH A DIM
 RK0330'ROAD SOUTHWEST, 77 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RK0330'MAIN ROAD, 12 FEET SOUTH OF THE CENTER LINE OF A CUT OFF ROAD
 RK0330'FORMING THE SOUTH SIDE OF THE INTERSECTION TRIANGLE, 2 FEET
 RK0330'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL
 RK0330'OF THE MAIN ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 RK0330'ABOUT 5 INCHES.
 RK0330
 RK0330                          STATION RECOVERY (1985)
 RK0330
 RK0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0292 ***********************************************************************
 RK0292  DESIGNATION -  B 156
 RK0292  PID         -  RK0292
 RK0292  STATE/COUNTY-  MI/MARQUETTE
 RK0292  USGS QUAD   -  NEGAUNEE (1975)
 RK0292
 RK0292                         *CURRENT SURVEY CONTROL
 RK0292  ___________________________________________________________________
 RK0292* NAD 83(1986)-  46 31 46.     (N)    087 33 00.     (W)     SCALED    
 RK0292* NAVD 88     -       429.924  (meters)    1410.51   (feet)  ADJUSTED  
 RK0292  ___________________________________________________________________
 RK0292  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 RK0292  DYNAMIC HT  -         429.953 (meters)    1410.60  (feet)  COMP
 RK0292  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 RK0292
 RK0292  VERT ORDER  -  SECOND    CLASS 0
 RK0292
 RK0292.The horizontal coordinates were scaled from a topographic map and have
 RK0292.an estimated accuracy of +/- 6 seconds.
 RK0292
 RK0292.The orthometric height was determined by differential leveling
 RK0292.and adjusted by the National Geodetic Survey in June 1991..
 RK0292
 RK0292.The geoid height was determined by GEOID03.
 RK0292
 RK0292.The dynamic height is computed by dividing the NAVD 88
 RK0292.geopotential number by the normal gravity value computed on the
 RK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0292.degrees latitude (g = 980.6199 gals.).
 RK0292
 RK0292.The modeled gravity was interpolated from observed gravity values.
 RK0292
 RK0292;                    North         East    Units  Estimated Accuracy
 RK0292;SPC MI N     -   194,220.    7,957,810.      MT  (+/- 180 meters Scaled)
 RK0292
 RK0292                          SUPERSEDED SURVEY CONTROL
 RK0292
 RK0292  NGVD 29 (??/??/92)  429.869  (m)         1410.33   (f) ADJ UNCH    2 0
 RK0292
 RK0292.Superseded values are not recommended for survey control.
 RK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0292.See file dsdata.txt to determine how the superseded data were derived.
 RK0292
 RK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS578530(NAD 83)
 RK0292_MARKER: DB = BENCH MARK DISK
 RK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0292_STAMPING: B 156 1969
 RK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0292+STABILITY: SURFACE MOTION
 RK0292
 RK0292  HISTORY     - Date     Condition        Report By
 RK0292  HISTORY     - 1969     MONUMENTED       CGS
 RK0292  HISTORY     - 1969     GOOD             NGS
 RK0292  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0292
 RK0292                          STATION DESCRIPTION
 RK0292
 RK0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RK0292'4 MI NE FROM NEQUANEE.
 RK0292'GO 7.7 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0292'MARQUETTE, THENCE 0.1 MILE SOUTHEAST ON A PAVED ROAD, IN THE
 RK0292'NORTH CORNER OF A T INTERSECTION, 57 FEET NORTHWEST OF THE
 RK0292'CENTERLINE OF THE ROAD, 54 FEET NORTHEAST OF THE CENTERLINE
 RK0292'OF A ROAD, 42 FEET SOUTHWEST OF THE FIRST POLE NORTHEAST OF THE
 RK0292'SIDE ROAD, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 RK0292'CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND.
 RK0292'NOTE-- THE MARK HAS BEEN HIT SEVERAL TIMES AND PART OF THE
 RK0292'STAMPING OBLITERATED PLUS PART OF THE CONCRETE BEING CHIPPED
 RK0292'AWAY.
 RK0292
 RK0292                          STATION RECOVERY (1985)
 RK0292
 RK0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0268 ***********************************************************************
 RK0268  DESIGNATION -  B 157
 RK0268  PID         -  RK0268
 RK0268  STATE/COUNTY-  MI/MARQUETTE
 RK0268  USGS QUAD   -  BIG BAY (1985)
 RK0268
 RK0268                         *CURRENT SURVEY CONTROL
 RK0268  ___________________________________________________________________
 RK0268* NAD 83(1986)-  46 45 27.     (N)    087 44 20.     (W)     SCALED    
 RK0268* NAVD 88     -       318.079  (meters)    1043.56   (feet)  ADJUSTED  
 RK0268  ___________________________________________________________________
 RK0268  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0268  DYNAMIC HT  -         318.101 (meters)    1043.64  (feet)  COMP
 RK0268  MODELED GRAV-     980,675.3   (mgal)                       NAVD 88
 RK0268
 RK0268  VERT ORDER  -  SECOND    CLASS 0
 RK0268
 RK0268.The horizontal coordinates were scaled from a topographic map and have
 RK0268.an estimated accuracy of +/- 6 seconds.
 RK0268
 RK0268.The orthometric height was determined by differential leveling
 RK0268.and adjusted by the National Geodetic Survey in June 1991..
 RK0268
 RK0268.The geoid height was determined by GEOID03.
 RK0268
 RK0268.The dynamic height is computed by dividing the NAVD 88
 RK0268.geopotential number by the normal gravity value computed on the
 RK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0268.degrees latitude (g = 980.6199 gals.).
 RK0268
 RK0268.The modeled gravity was interpolated from observed gravity values.
 RK0268
 RK0268;                    North         East    Units  Estimated Accuracy
 RK0268;SPC MI N     -   219,680.    7,943,550.      MT  (+/- 180 meters Scaled)
 RK0268
 RK0268                          SUPERSEDED SURVEY CONTROL
 RK0268
 RK0268  NGVD 29 (??/??/92)  318.032  (m)         1043.41   (f) ADJ UNCH    2 0
 RK0268
 RK0268.Superseded values are not recommended for survey control.
 RK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0268.See file dsdata.txt to determine how the superseded data were derived.
 RK0268
 RK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS435784(NAD 83)
 RK0268_MARKER: DB = BENCH MARK DISK
 RK0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0268_STAMPING: B 157 1948
 RK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0268+STABILITY: SURFACE MOTION
 RK0268
 RK0268  HISTORY     - Date     Condition        Report By
 RK0268  HISTORY     - 1948     MONUMENTED       CGS
 RK0268
 RK0268                          STATION DESCRIPTION
 RK0268
 RK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0268'6.2 MI S FROM BIG BAY.
 RK0268'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM POWELL SCHOOL IN
 RK0268'BIG BAY, THENCE 2.75 MILES SOUTHWEST ALONG COUNTY ROAD 510,
 RK0268'THENCE 1.5 MILES SOUTHEAST ALONG STATE HIGHWAY 35, 1.05 MILES
 RK0268'SOUTHEAST OF THE JUNCTION OF A ROAD WEST TO ANDERSONS HOMESTEAD,
 RK0268'35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHWEST
 RK0268'OF THE CENTER LINE OF A ROAD NORTHWEST, 9 FEET NORTHEAST OF THE
 RK0268'EXTENDED CENTER LINE OF A DIM ROAD SOUTHEAST, 2 FEET EAST OF
 RK0268'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CENTER LINE
 RK0268'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 7
 RK0268'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0008 ***********************************************************************
 NG0008  DESIGNATION -  B 158
 NG0008  PID         -  NG0008
 NG0008  STATE/COUNTY-  MI/ALLEGAN
 NG0008  USGS QUAD   -  HAMILTON WEST (1981)
 NG0008
 NG0008                         *CURRENT SURVEY CONTROL
 NG0008  ___________________________________________________________________
 NG0008* NAD 83(1986)-  42 43 08.     (N)    086 05 13.     (W)     SCALED    
 NG0008* NAVD 88     -       206.930  (meters)     678.90   (feet)  ADJUSTED  
 NG0008  ___________________________________________________________________
 NG0008  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NG0008  DYNAMIC HT  -         206.878 (meters)     678.73  (feet)  COMP
 NG0008  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 NG0008
 NG0008  VERT ORDER  -  SECOND    CLASS 0
 NG0008
 NG0008.The horizontal coordinates were scaled from a topographic map and have
 NG0008.an estimated accuracy of +/- 6 seconds.
 NG0008
 NG0008.The orthometric height was determined by differential leveling
 NG0008.and adjusted by the National Geodetic Survey in June 1991..
 NG0008
 NG0008.The geoid height was determined by GEOID03.
 NG0008
 NG0008.The dynamic height is computed by dividing the NAVD 88
 NG0008.geopotential number by the normal gravity value computed on the
 NG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0008.degrees latitude (g = 980.6199 gals.).
 NG0008
 NG0008.The modeled gravity was interpolated from observed gravity values.
 NG0008
 NG0008;                    North         East    Units  Estimated Accuracy
 NG0008;SPC MI S     -   136,830.    3,859,110.      MT  (+/- 180 meters Scaled)
 NG0008
 NG0008                          SUPERSEDED SURVEY CONTROL
 NG0008
 NG0008  NGVD 29 (??/??/92)  207.071  (m)          679.37   (f) ADJ UNCH    2 0
 NG0008
 NG0008.Superseded values are not recommended for survey control.
 NG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0008.See file dsdata.txt to determine how the superseded data were derived.
 NG0008
 NG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN747300(NAD 83)
 NG0008_MARKER: DB = BENCH MARK DISK
 NG0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0008_STAMPING: B 158 1948
 NG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0008+STABILITY: SURFACE MOTION
 NG0008
 NG0008  HISTORY     - Date     Condition        Report By
 NG0008  HISTORY     - 1948     MONUMENTED       CGS
 NG0008  HISTORY     - 1978     MARK NOT FOUND   USGS
 NG0008  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0008  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0008
 NG0008                          STATION DESCRIPTION
 NG0008
 NG0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0008'2.4 MI W FROM FILLMORE.
 NG0008'ABOUT 2.45 MILES WEST ALONG A COUNTY ROAD FROM THE CROSSING OF
 NG0008'THE CHESAPEAKE AND OHIO RAILWAY AT FILLMORE, AT THE INTERSECTION
 NG0008'OF THE CHESAPEAKE AND OHIO RAILWAY, 49 FEET EAST OF THE EAST RAIL
 NG0008'OF THE TRACK, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 40
 NG0008'FEET EAST OF TELEPHONE BOX NO. 303, 44 FEET WEST OF A 24-INCH
 NG0008'ELM TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 6 FEET
 NG0008'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0008'6 INCHES.  MARK MAY BE REACHED FROM THE ROAD CROSSING AT EAST
 NG0008'SAUGATUCK BY GOING ABOUT 2.5 MILES NORTH ALONG THE CHESAPEAKE
 NG0008'AND OHIO RAILWAY TO AN EAST-WEST ROAD CROSSING.
 NG0008
 NG0008                          STATION RECOVERY (1978)
 NG0008
 NG0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NG0008'MARK NOT FOUND.
 NG0008
 NG0008                          STATION RECOVERY (1984)
 NG0008
 NG0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0008'NOT RECOVERED, MARK WAS PROBABLY KNOCKED OUT BY FARM MACHINERY.
 NG0008
 NG0008                          STATION RECOVERY (1988)
 NG0008
 NG0008'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0909 ***********************************************************************
 NF0909  DESIGNATION -  B 159
 NF0909  PID         -  NF0909
 NF0909  STATE/COUNTY-  MI/ALLEGAN
 NF0909  USGS QUAD   -  WAYLAND (1982)
 NF0909
 NF0909                         *CURRENT SURVEY CONTROL
 NF0909  ___________________________________________________________________
 NF0909* NAD 83(1986)-  42 43 31.     (N)    085 41 33.     (W)     SCALED    
 NF0909* NAVD 88     -       230.374  (meters)     755.82   (feet)  ADJUSTED  
 NF0909  ___________________________________________________________________
 NF0909  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF0909  DYNAMIC HT  -         230.311 (meters)     755.61  (feet)  COMP
 NF0909  MODELED GRAV-     980,341.3   (mgal)                       NAVD 88
 NF0909
 NF0909  VERT ORDER  -  SECOND    CLASS 0
 NF0909
 NF0909.The horizontal coordinates were scaled from a topographic map and have
 NF0909.an estimated accuracy of +/- 6 seconds.
 NF0909
 NF0909.The orthometric height was determined by differential leveling
 NF0909.and adjusted by the National Geodetic Survey in June 1991..
 NF0909
 NF0909.The geoid height was determined by GEOID03.
 NF0909
 NF0909.The dynamic height is computed by dividing the NAVD 88
 NF0909.geopotential number by the normal gravity value computed on the
 NF0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0909.degrees latitude (g = 980.6199 gals.).
 NF0909
 NF0909.The modeled gravity was interpolated from observed gravity values.
 NF0909
 NF0909;                    North         East    Units  Estimated Accuracy
 NF0909;SPC MI S     -   136,960.    3,891,420.      MT  (+/- 180 meters Scaled)
 NF0909
 NF0909                          SUPERSEDED SURVEY CONTROL
 NF0909
 NF0909  NGVD 29 (??/??/92)  230.506  (m)          756.25   (f) ADJ UNCH    2 0
 NF0909
 NF0909.Superseded values are not recommended for survey control.
 NF0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0909.See file dsdata.txt to determine how the superseded data were derived.
 NF0909
 NF0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN070311(NAD 83)
 NF0909_MARKER: DB = BENCH MARK DISK
 NF0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0909_STAMPING: B 159 1948
 NF0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0909+STABILITY: SURFACE MOTION
 NF0909
 NF0909  HISTORY     - Date     Condition        Report By
 NF0909  HISTORY     - 1948     MONUMENTED       CGS
 NF0909  HISTORY     - 1987     GOOD             USPSQD
 NF0909  HISTORY     - 1989     GOOD             USPSQD
 NF0909  HISTORY     - 1991     GOOD             USPSQD
 NF0909
 NF0909                          STATION DESCRIPTION
 NF0909
 NF0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0909'1.7 MI E FROM DORR.
 NF0909'ABOUT 1.7 MILES EAST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0909'CENTRAL RAILROAD STATION AT DORR, ABOUT 0.55 MILE WEST OF A
 NF0909'CROSS ROAD AND SPROAT SCHOOL, ABOUT 1.0 MILE EAST OF A LARGE
 NF0909'CEMETERY, SET IN THE NORTHEAST CORNER OF THE JUNCTION OF A
 NF0909'DRIVE TO A 1 1/2 STORY FARM HOUSE, 38 FEET NORTH OF THE CENTER
 NF0909'LINE OF THE ROAD, 17 FEET EAST OF THE CENTER LINE OF THE DRIVE,
 NF0909'96 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 30 FEET
 NF0909'EAST-SOUTHEAST OF A POWER POLE, 2 FEET SOUTH OF A WHITE WOODEN
 NF0909'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0909'CONCRETE POST PROJECTING 6 INCHES.
 NF0909
 NF0909                          STATION RECOVERY (1987)
 NF0909
 NF0909'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0909'RECOVERED IN GOOD CONDITION.
 NF0909
 NF0909                          STATION RECOVERY (1989)
 NF0909
 NF0909'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0909'RECOVERED IN GOOD CONDITION.
 NF0909
 NF0909                          STATION RECOVERY (1991)
 NF0909
 NF0909'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0178 ***********************************************************************
 RL0178  DESIGNATION -  B 160
 RL0178  PID         -  RL0178
 RL0178  STATE/COUNTY-  MI/BARAGA
 RL0178  USGS QUAD   -  ALBERTA (1985)
 RL0178
 RL0178                         *CURRENT SURVEY CONTROL
 RL0178  ___________________________________________________________________
 RL0178* NAD 83(1986)-  46 41 19.     (N)    088 25 19.     (W)     SCALED    
 RL0178* NAVD 88     -       383.518  (meters)    1258.26   (feet)  ADJUSTED  
 RL0178  ___________________________________________________________________
 RL0178  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 RL0178  DYNAMIC HT  -         383.533 (meters)    1258.31  (feet)  COMP
 RL0178  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RL0178
 RL0178  VERT ORDER  -  SECOND    CLASS 0
 RL0178
 RL0178.The horizontal coordinates were scaled from a topographic map and have
 RL0178.an estimated accuracy of +/- 6 seconds.
 RL0178
 RL0178.The orthometric height was determined by differential leveling
 RL0178.and adjusted by the National Geodetic Survey in June 1991..
 RL0178
 RL0178.The geoid height was determined by GEOID03.
 RL0178
 RL0178.The dynamic height is computed by dividing the NAVD 88
 RL0178.geopotential number by the normal gravity value computed on the
 RL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0178.degrees latitude (g = 980.6199 gals.).
 RL0178
 RL0178.The modeled gravity was interpolated from observed gravity values.
 RL0178
 RL0178;                    North         East    Units  Estimated Accuracy
 RL0178;SPC MI N     -   212,740.    7,891,240.      MT  (+/- 180 meters Scaled)
 RL0178
 RL0178                          SUPERSEDED SURVEY CONTROL
 RL0178
 RL0178  NGVD 29 (??/??/92)  383.482  (m)         1258.14   (f) ADJ UNCH    2 0
 RL0178
 RL0178.Superseded values are not recommended for survey control.
 RL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0178.See file dsdata.txt to determine how the superseded data were derived.
 RL0178
 RL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS912715(NAD 83)
 RL0178_MARKER: DB = BENCH MARK DISK
 RL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0178_STAMPING: B 160 1948
 RL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0178+STABILITY: SURFACE MOTION
 RL0178
 RL0178  HISTORY     - Date     Condition        Report By
 RL0178  HISTORY     - 1948     MONUMENTED       CGS
 RL0178
 RL0178                          STATION DESCRIPTION
 RL0178
 RL0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0178'4.4 MI NE FROM ALBERTA.
 RL0178'ABOUT 4.4 MILES NORTHEAST ALONG U.S. HIGHWAY 41 FROM THE FORD
 RL0178'MOTOR COMPANY MILL AT ALBERTA, ABOUT 5.8 MILES SOUTHEAST ALONG
 RL0178'U.S. HIGHWAY 41 FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0178'STATION AT L ANSE, ABOUT 0.3 MILE NORTH OF A SMALL ROADSIDE
 RL0178'PARK AND DRINKING FOUNTAIN, AT THE OUTSIDE OF A LONG CURVE WITH
 RL0178'TANGENTS SOUTH AND WEST AND THE JUNCTION OF A TRAIL LEADING
 RL0178'NORTH PASSING ALONG EAST SIDE OF PILES OF BLACK SHALE, 92 FEET
 RL0178'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET EAST OF
 RL0178'THE CENTER LINE OF THE TRAIL, 8.5 FEET EAST OF A TRIANGULAR
 RL0178'BLAZED 12-INCH FORKED MAPLE TREE, 2 FEET NORTHWEST OF A WHITE
 RL0178'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND TRAIL
 RL0178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0130 ***********************************************************************
 RL0130  DESIGNATION -  B 161
 RL0130  PID         -  RL0130
 RL0130  STATE/COUNTY-  MI/BARAGA
 RL0130  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0130
 RL0130                         *CURRENT SURVEY CONTROL
 RL0130  ___________________________________________________________________
 RL0130* NAD 83(1986)-  46 46 23.     (N)    088 13 48.     (W)     SCALED    
 RL0130* NAVD 88     -       372.725  (meters)    1222.85   (feet)  ADJUSTED  
 RL0130  ___________________________________________________________________
 RL0130  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 RL0130  DYNAMIC HT  -         372.742 (meters)    1222.90  (feet)  COMP
 RL0130  MODELED GRAV-     980,648.1   (mgal)                       NAVD 88
 RL0130
 RL0130  VERT ORDER  -  SECOND    CLASS 0
 RL0130
 RL0130.The horizontal coordinates were scaled from a topographic map and have
 RL0130.an estimated accuracy of +/- 6 seconds.
 RL0130
 RL0130.The orthometric height was determined by differential leveling
 RL0130.and adjusted by the National Geodetic Survey in June 1991..
 RL0130
 RL0130.The geoid height was determined by GEOID03.
 RL0130
 RL0130.The dynamic height is computed by dividing the NAVD 88
 RL0130.geopotential number by the normal gravity value computed on the
 RL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0130.degrees latitude (g = 980.6199 gals.).
 RL0130
 RL0130.The modeled gravity was interpolated from observed gravity values.
 RL0130
 RL0130;                    North         East    Units  Estimated Accuracy
 RL0130;SPC MI N     -   221,880.    7,906,070.      MT  (+/- 180 meters Scaled)
 RL0130
 RL0130                          SUPERSEDED SURVEY CONTROL
 RL0130
 RL0130  NGVD 29 (??/??/92)  372.690  (m)         1222.73   (f) ADJ UNCH    2 0
 RL0130
 RL0130.Superseded values are not recommended for survey control.
 RL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0130.See file dsdata.txt to determine how the superseded data were derived.
 RL0130
 RL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS060806(NAD 83)
 RL0130_MARKER: DB = BENCH MARK DISK
 RL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0130_STAMPING: B 161 1948
 RL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0130+STABILITY: SURFACE MOTION
 RL0130
 RL0130  HISTORY     - Date     Condition        Report By
 RL0130  HISTORY     - 1948     MONUMENTED       CGS
 RL0130
 RL0130                          STATION DESCRIPTION
 RL0130
 RL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0130'12.9 MI E FROM L ANSE.
 RL0130'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0130'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT 4.05
 RL0130'MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 RL0130'ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT 0.95
 RL0130'MILE NORTHEAST ALONG A LOGGING TRAIL, ABOUT 0.1 MILE NORTH
 RL0130'ALONG DIRT ROAD AND 0.95 MILE NORTHEAST ALONG LOGGING TRAIL
 RL0130'FROM THE JUNCTION OF THE TRAIL EAST TO ARVON LOOKOUT TOWER,
 RL0130'AT THE TOP OF A SMALL GRADE, ABOUT 0.1 MILE WEST OF A CURVE WITH
 RL0130'TANGENTS WEST AND SOUTHEAST, 19 FEET SOUTH OF THE CENTER LINE
 RL0130'OF THE ROAD, 7 FEET WEST OF A TRIANGULAR BLAZED 10-INCH MAPLE
 RL0130'TREE, 13 FEET NORTHEAST OF AN 8-INCH HEMLOCK TREE, ABOUT LEVEL
 RL0130'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0130'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0577 ***********************************************************************
 NF0577  DESIGNATION -  B 162
 NF0577  PID         -  NF0577
 NF0577  STATE/COUNTY-  MI/VAN BUREN
 NF0577  USGS QUAD   -  GOBLES EAST (1981)
 NF0577
 NF0577                         *CURRENT SURVEY CONTROL
 NF0577  ___________________________________________________________________
 NF0577* NAD 83(1986)-  42 21 40.     (N)    085 50 03.     (W)     SCALED    
 NF0577* NAVD 88     -       239.936  (meters)     787.19   (feet)  ADJUSTED  
 NF0577  ___________________________________________________________________
 NF0577  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0577  DYNAMIC HT  -         239.868 (meters)     786.97  (feet)  COMP
 NF0577  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 NF0577
 NF0577  VERT ORDER  -  FIRST     CLASS II
 NF0577
 NF0577.The horizontal coordinates were scaled from a topographic map and have
 NF0577.an estimated accuracy of +/- 6 seconds.
 NF0577
 NF0577.The orthometric height was determined by differential leveling
 NF0577.and adjusted by the National Geodetic Survey in June 1991..
 NF0577
 NF0577.The geoid height was determined by GEOID03.
 NF0577
 NF0577.The dynamic height is computed by dividing the NAVD 88
 NF0577.geopotential number by the normal gravity value computed on the
 NF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0577.degrees latitude (g = 980.6199 gals.).
 NF0577
 NF0577.The modeled gravity was interpolated from observed gravity values.
 NF0577
 NF0577;                    North         East    Units  Estimated Accuracy
 NF0577;SPC MI S     -    96,700.    3,879,120.      MT  (+/- 180 meters Scaled)
 NF0577
 NF0577                          SUPERSEDED SURVEY CONTROL
 NF0577
 NF0577  NGVD 29 (01/19/93)  240.069  (m)          787.63   (f) ADJUSTED    1 2
 NF0577
 NF0577.Superseded values are not recommended for survey control.
 NF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0577.See file dsdata.txt to determine how the superseded data were derived.
 NF0577
 NF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM960905(NAD 83)
 NF0577_MARKER: DB = BENCH MARK DISK
 NF0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0577_SP_SET: CONCRETE POST
 NF0577_STAMPING: B 162 1948
 NF0577_MARK LOGO: CGS   
 NF0577_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0577+STABILITY: SURFACE MOTION
 NF0577
 NF0577  HISTORY     - Date     Condition        Report By
 NF0577  HISTORY     - 1948     MONUMENTED       CGS
 NF0577  HISTORY     - 1983     GOOD             USPSQD
 NF0577  HISTORY     - 1984     GOOD             NGS
 NF0577  HISTORY     - 19971010 GOOD             USPSQD
 NF0577
 NF0577                          STATION DESCRIPTION
 NF0577
 NF0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0577'1 MI W FROM KENDALL.
 NF0577'1.0 MILE WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0577'BLACK TOP ROAD CROSSING AT KENDALL, ABOUT 105 YARDS EAST OF
 NF0577'MILE POST K 16 SH 24, AT A PRIVATE FIELD ROAD CROSSING, 41 FEET
 NF0577'SOUTH OF THE SOUTH RAIL, 65 FEET SOUTHWEST OF THE CENTER OF THE
 NF0577'CROSSING, 3 FEET NORTH OF THE R/W FENCE LINE, 32 FEET WEST OF
 NF0577'THE WEST GATE POST OF FIELD ROAD, ABOUT 36 YARDS SOUTH AND ACROSS
 NF0577'THE TRACK FROM THE CENTER LINE OF A BLACK TOP ROAD PARALLELING
 NF0577'THE TRACK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 NF0577'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0577'5 INCHES.
 NF0577
 NF0577                          STATION RECOVERY (1983)
 NF0577
 NF0577'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0577'12 INCHES NORTH OF A METAL WITNESS POST PROJECTS 3 INCHES OUT GROUND.
 NF0577'MCRR ABANDONED , RAILS AND TIES MISSING WOODEN WITNESS POST LYING
 NF0577'NEARBY.
 NF0577
 NF0577                          STATION RECOVERY (1984)
 NF0577
 NF0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0577'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.8 KM (1.1
 NF0577'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL, AT
 NF0577'A FIELD ROAD LEADING SOUTH CROSSING AN OLD RAILROAD BED, 33.5 M (109.9
 NF0577'FT) SOUTH OF THE CENTERLINE OF THE ROAD, 13.4 M (44.0 FT) SOUTH OF THE
 NF0577'CENTER OF THE RAILROAD BED, AND 0.9 M (3.0 FT) NORTH OF A FENCE.
 NF0577'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0577'THE MARK IS 0.6 M ABOVE THE RAILROAD BED.
 NF0577
 NF0577                          STATION RECOVERY (1997)
 NF0577
 NF0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0692 ***********************************************************************
 RL0692  DESIGNATION -  B 163
 RL0692  PID         -  RL0692
 RL0692  STATE/COUNTY-  MI/BARAGA
 RL0692  USGS QUAD   -  SIDNAW (1985)
 RL0692
 RL0692                         *CURRENT SURVEY CONTROL
 RL0692  ___________________________________________________________________
 RL0692* NAD 83(1986)-  46 36 39.     (N)    088 37 46.     (W)     SCALED    
 RL0692* NAVD 88     -       389.293  (meters)    1277.21   (feet)  ADJUSTED  
 RL0692  ___________________________________________________________________
 RL0692  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 RL0692  DYNAMIC HT  -         389.305 (meters)    1277.24  (feet)  COMP
 RL0692  MODELED GRAV-     980,633.3   (mgal)                       NAVD 88
 RL0692
 RL0692  VERT ORDER  -  SECOND    CLASS 0
 RL0692
 RL0692.The horizontal coordinates were scaled from a topographic map and have
 RL0692.an estimated accuracy of +/- 6 seconds.
 RL0692
 RL0692.The orthometric height was determined by differential leveling
 RL0692.and adjusted by the National Geodetic Survey in June 1991..
 RL0692
 RL0692.The geoid height was determined by GEOID03.
 RL0692
 RL0692.The dynamic height is computed by dividing the NAVD 88
 RL0692.geopotential number by the normal gravity value computed on the
 RL0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0692.degrees latitude (g = 980.6199 gals.).
 RL0692
 RL0692.The modeled gravity was interpolated from observed gravity values.
 RL0692
 RL0692;                    North         East    Units  Estimated Accuracy
 RL0692;SPC MI N     -   204,400.    7,875,190.      MT  (+/- 180 meters Scaled)
 RL0692
 RL0692                          SUPERSEDED SURVEY CONTROL
 RL0692
 RL0692  NGVD 29 (??/??/92)  389.258  (m)         1277.09   (f) ADJ UNCH    2 0
 RL0692
 RL0692.Superseded values are not recommended for survey control.
 RL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0692.See file dsdata.txt to determine how the superseded data were derived.
 RL0692
 RL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS752632(NAD 83)
 RL0692_MARKER: DB = BENCH MARK DISK
 RL0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0692_STAMPING: B 163 1948
 RL0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0692+STABILITY: SURFACE MOTION
 RL0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0692+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 RL0692
 RL0692  HISTORY     - Date     Condition        Report By
 RL0692  HISTORY     - 1948     MONUMENTED       CGS
 RL0692  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0692  HISTORY     - 20040516 GOOD             GEOCAC
 RL0692
 RL0692                          STATION DESCRIPTION
 RL0692
 RL0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0692'8.8 MI NW FROM COVINGTON.
 RL0692'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0692'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 4.85 MILES NORTH ALONG
 RL0692'A GRAVEL AND SAND ROAD, THENCE ABOUT 0.45 MILE WEST-SOUTHWEST
 RL0692'ALONG A SAND ROAD, THENCE ABOUT 1.55 MILES NORTHWEST ALONG A
 RL0692'SAND ROAD, ON THE CREST OF A SMALL KNOLL, 44 FEET WEST OF THE
 RL0692'CREST OF THE KNOLL, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0692'ROAD, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0692'POST PROJECTING 3 INCHES.
 RL0692
 RL0692                          STATION RECOVERY (1985)
 RL0692
 RL0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0692'MARK NOT FOUND.
 RL0692
 RL0692                          STATION RECOVERY (2004)
 RL0692
 RL0692'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0692'NAD 83 -  46 36 39.7 (N) -  088 37 47.5 (W)  HANDHELD DGPS
 RL0692' 
 RL0692'DUE TO ROAD CHANGES, NEW TO REACH FOLLOWS.
 RL0692' 
 RL0692'COVINGTON, 2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 RL0692'U.S. HWY  141 AT COVINGTON, THENCE ABOUT 4.25 MILES NORTH ALONG PLAINS
 RL0692'ROAD,  THENCE ABOUT 1.65 MILE NORTHWEST ALONG A 2-TRACK SAND FOREST
 RL0692'ROAD TO MARK ON THE LEFT.  ABOUT 1.0 MILE MW OF C 163.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0106 ***********************************************************************
 RL0106  DESIGNATION -  B 164
 RL0106  PID         -  RL0106
 RL0106  STATE/COUNTY-  MI/BARAGA
 RL0106  USGS QUAD   -  GLOVERS CORNER (1984)
 RL0106
 RL0106                         *CURRENT SURVEY CONTROL
 RL0106  ___________________________________________________________________
 RL0106* NAD 83(1986)-  46 53 43.     (N)    088 07 20.     (W)     SCALED    
 RL0106* NAVD 88     -       219.681  (meters)     720.74   (feet)  ADJUSTED  
 RL0106  ___________________________________________________________________
 RL0106  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 RL0106  DYNAMIC HT  -         219.696 (meters)     720.79  (feet)  COMP
 RL0106  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 RL0106
 RL0106  VERT ORDER  -  SECOND    CLASS 0
 RL0106
 RL0106.The horizontal coordinates were scaled from a topographic map and have
 RL0106.an estimated accuracy of +/- 6 seconds.
 RL0106
 RL0106.The orthometric height was determined by differential leveling
 RL0106.and adjusted by the National Geodetic Survey in June 1991..
 RL0106
 RL0106.The geoid height was determined by GEOID03.
 RL0106
 RL0106.The dynamic height is computed by dividing the NAVD 88
 RL0106.geopotential number by the normal gravity value computed on the
 RL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0106.degrees latitude (g = 980.6199 gals.).
 RL0106
 RL0106.The modeled gravity was interpolated from observed gravity values.
 RL0106
 RL0106;                    North         East    Units  Estimated Accuracy
 RL0106;SPC MI N     -   235,340.    7,914,490.      MT  (+/- 180 meters Scaled)
 RL0106
 RL0106                          SUPERSEDED SURVEY CONTROL
 RL0106
 RL0106  NGVD 29 (??/??/92)  219.646  (m)          720.62   (f) ADJ UNCH    2 0
 RL0106
 RL0106.Superseded values are not recommended for survey control.
 RL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0106.See file dsdata.txt to determine how the superseded data were derived.
 RL0106
 RL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS145941(NAD 83)
 RL0106_MARKER: DB = BENCH MARK DISK
 RL0106_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0106_SP_SET: ABUTMENT
 RL0106_STAMPING: B 164 1948
 RL0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0106
 RL0106  HISTORY     - Date     Condition        Report By
 RL0106  HISTORY     - 1948     MONUMENTED       CGS
 RL0106  HISTORY     - 20050701 MARK NOT FOUND   GEOCAC
 RL0106
 RL0106                          STATION DESCRIPTION
 RL0106
 RL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0106'5.6 MI NE FROM SKANEE.
 RL0106'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0106'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT
 RL0106'2.0 MILES EAST, ABOUT 0.5 MILE NORTH AND ABOUT 0.85 MILE EAST
 RL0106'ALONG GRAVEL ROADS, ABOUT 0.65 MILE WEST OF THE CROSSROADS AT
 RL0106'GLOVERS CORNER, SET IN THE TOP OF THE NORTH END OF THE WEST
 RL0106'ABUTMENT OF A 17-FOOT CONCRETE AND STEEL BRIDGE OVER GULSKOOG
 RL0106'CREEK, 139 FEET EAST OF THE JUNCTION OF A DRIVE TO A HOUSE ON
 RL0106'SOUTH SIDE OF ROAD, 9 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RL0106'1 FOOT NORTH OF THE STEEL BEAM AND 1 1/2 FEET BELOW THE ROAD.
 RL0106
 RL0106                          STATION RECOVERY (2005)
 RL0106
 RL0106'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0106'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROUTE, THE BRIDGE WAS
 RL0106'REMOVED AND REPLACED WITH TWO (2) LARGE METAL CORRUGATED PIPE
 RL0106'CULVERTS.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0128 ***********************************************************************
 RK0128  DESIGNATION -  B 165
 RK0128  PID         -  RK0128
 RK0128  STATE/COUNTY-  MI/MARQUETTE
 RK0128  USGS QUAD   -  MARQUETTE (1975)
 RK0128
 RK0128                         *CURRENT SURVEY CONTROL
 RK0128  ___________________________________________________________________
 RK0128* NAD 83(1986)-  46 33 52.     (N)    087 24 21.     (W)     SCALED    
 RK0128* NAVD 88     -       194.468  (meters)     638.02   (feet)  ADJUSTED  
 RK0128  ___________________________________________________________________
 RK0128  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0128  DYNAMIC HT  -         194.486 (meters)     638.08  (feet)  COMP
 RK0128  MODELED GRAV-     980,701.1   (mgal)                       NAVD 88
 RK0128
 RK0128  VERT ORDER  -  SECOND    CLASS 0
 RK0128
 RK0128.The horizontal coordinates were scaled from a topographic map and have
 RK0128.an estimated accuracy of +/- 6 seconds.
 RK0128
 RK0128.The orthometric height was determined by differential leveling
 RK0128.and adjusted by the National Geodetic Survey in June 1991..
 RK0128
 RK0128.The geoid height was determined by GEOID03.
 RK0128
 RK0128.The dynamic height is computed by dividing the NAVD 88
 RK0128.geopotential number by the normal gravity value computed on the
 RK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0128.degrees latitude (g = 980.6199 gals.).
 RK0128
 RK0128.The modeled gravity was interpolated from observed gravity values.
 RK0128
 RK0128;                    North         East    Units  Estimated Accuracy
 RK0128;SPC MI N     -   198,040.    7,968,890.      MT  (+/- 180 meters Scaled)
 RK0128
 RK0128                          SUPERSEDED SURVEY CONTROL
 RK0128
 RK0128  NGVD 29 (??/??/92)  194.431  (m)          637.90   (f) ADJ UNCH    2 0
 RK0128
 RK0128.Superseded values are not recommended for survey control.
 RK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0128.See file dsdata.txt to determine how the superseded data were derived.
 RK0128
 RK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS688568(NAD 83)
 RK0128_MARKER: DB = BENCH MARK DISK
 RK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0128_STAMPING: B 165 1948
 RK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0128+STABILITY: SURFACE MOTION
 RK0128
 RK0128  HISTORY     - Date     Condition        Report By
 RK0128  HISTORY     - 1948     MONUMENTED       CGS
 RK0128  HISTORY     - 1985     GOOD             NGS
 RK0128  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RK0128
 RK0128                          STATION DESCRIPTION
 RK0128
 RK0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0128'1 MI NW FROM MARQUETTE.
 RK0128'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0128'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 0.5 MILE WEST
 RK0128'ALONG COUNTY ROAD 550, AT A TURN IN COUNTY ROAD 550 WITH TANGENTS
 RK0128'EAST AND NORTH AND THE JUNCTION OF WRIGHT STREET WEST, 92 FEET
 RK0128'NORTHWEST OF THE CENTER OF THE JUNCTION, 76 FEET NORTH OF THE
 RK0128'CENTER LINE OF WRIGHT STREET, 49 FEET WEST OF THE CENTER LINE
 RK0128'OF THE NORTH TANGENT OF COUNTY ROAD 550, 17 FEET NORTHWEST
 RK0128'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 RK0128'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0128'POST PROJECTING 2 INCHES.
 RK0128
 RK0128                          STATION RECOVERY (1985)
 RK0128
 RK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0128'RECOVERED IN GOOD CONDITION.
 RK0128
 RK0128                          STATION RECOVERY (2001)
 RK0128
 RK0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0128'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0383 ***********************************************************************
 NF0383  DESIGNATION -  B 166
 NF0383  PID         -  NF0383
 NF0383  STATE/COUNTY-  MI/IONIA
 NF0383  USGS QUAD   -  LAKE ODESSA (1978)
 NF0383
 NF0383                         *CURRENT SURVEY CONTROL
 NF0383  ___________________________________________________________________
 NF0383* NAD 83(1986)-  42 47 27.     (N)    085 12 45.     (W)     SCALED    
 NF0383* NAVD 88     -       257.947  (meters)     846.28   (feet)  ADJUSTED  
 NF0383  ___________________________________________________________________
 NF0383  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF0383  DYNAMIC HT  -         257.872 (meters)     846.04  (feet)  COMP
 NF0383  MODELED GRAV-     980,321.4   (mgal)                       NAVD 88
 NF0383
 NF0383  VERT ORDER  -  SECOND    CLASS 0
 NF0383
 NF0383.The horizontal coordinates were scaled from a topographic map and have
 NF0383.an estimated accuracy of +/- 6 seconds.
 NF0383
 NF0383.The orthometric height was determined by differential leveling
 NF0383.and adjusted by the National Geodetic Survey in June 1991..
 NF0383
 NF0383.The geoid height was determined by GEOID03.
 NF0383
 NF0383.The dynamic height is computed by dividing the NAVD 88
 NF0383.geopotential number by the normal gravity value computed on the
 NF0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0383.degrees latitude (g = 980.6199 gals.).
 NF0383
 NF0383.The modeled gravity was interpolated from observed gravity values.
 NF0383
 NF0383;                    North         East    Units  Estimated Accuracy
 NF0383;SPC MI S     -   143,730.    3,930,800.      MT  (+/- 180 meters Scaled)
 NF0383
 NF0383                          SUPERSEDED SURVEY CONTROL
 NF0383
 NF0383  NGVD 29 (??/??/92)  258.068  (m)          846.68   (f) ADJ UNCH    2 0
 NF0383
 NF0383.Superseded values are not recommended for survey control.
 NF0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0383.See file dsdata.txt to determine how the superseded data were derived.
 NF0383
 NF0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN461391(NAD 83)
 NF0383_MARKER: DB = BENCH MARK DISK
 NF0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0383_STAMPING: B 166 1948
 NF0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0383+STABILITY: SURFACE MOTION
 NF0383
 NF0383  HISTORY     - Date     Condition        Report By
 NF0383  HISTORY     - 1948     MONUMENTED       CGS
 NF0383
 NF0383                          STATION DESCRIPTION
 NF0383
 NF0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0383'4 MI SE FROM CLARKSVILLE.
 NF0383'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0383'THE STATION AT CLARKSVILLE, THENCE ABOUT 2.2 MILES SOUTH ALONG
 NF0383'ELM ROAD, ABOUT 0.4 MILE NORTH OF THE INTERSECTION OF STATE
 NF0383'HIGHWAY 50, AT A LARGE UNPAINTED HOUSE ON EAST SIDE OF ROAD
 NF0383'(HOUSE NO. 13762), 108 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NF0383'CORNER OF THE HOUSE 98 FEET SOUTH OF THE CENTER LINE OF THE
 NF0383'DRIVE TO HOUSE, 27 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NF0383'11 FEET SOUTH OF A 22-INCH MAPLE TREE 4 FEET SOUTH OF A FENCE
 NF0383'CORNER, 1 FOOT WEST OF FENCE LINE SOUTH, 1 1/2 FEET NORTH OF A
 NF0383'WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE ROAD AND SET
 NF0383'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0394 ***********************************************************************
 NF0394  DESIGNATION -  B 167 RESET 1962
 NF0394  PID         -  NF0394
 NF0394  STATE/COUNTY-  MI/KENT
 NF0394  USGS QUAD   -  ALTO (1978)
 NF0394
 NF0394                         *CURRENT SURVEY CONTROL
 NF0394  ___________________________________________________________________
 NF0394* NAD 83(1986)-  42 52 11.     (N)    085 27 32.     (W)     SCALED    
 NF0394* NAVD 88     -       219.21   (+/-2cm)     719.2    (feet)  VERTCON   
 NF0394  ___________________________________________________________________
 NF0394  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0394
 NF0394  VERT ORDER  -  THIRD (See Below)
 NF0394
 NF0394.The horizontal coordinates were scaled from a topographic map and have
 NF0394.an estimated accuracy of +/- 6 seconds.
 NF0394
 NF0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0394.The vertical order pertains to the NGVD 29 superseded value.
 NF0394
 NF0394.The geoid height was determined by GEOID03.
 NF0394
 NF0394;                    North         East    Units  Estimated Accuracy
 NF0394;SPC MI S     -   152,720.    3,910,760.      MT  (+/- 180 meters Scaled)
 NF0394
 NF0394                          SUPERSEDED SURVEY CONTROL
 NF0394
 NF0394  NGVD 29 (??/??/??)  219.34   (m)          719.6    (f) RESET       3  
 NF0394
 NF0394.Superseded values are not recommended for survey control.
 NF0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0394.See file dsdata.txt to determine how the superseded data were derived.
 NF0394
 NF0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258475(NAD 83)
 NF0394_MARKER: DB = BENCH MARK DISK
 NF0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0394_SP_SET: ABUTMENT
 NF0394_STAMPING: B 167 RESET 1962
 NF0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0394
 NF0394  HISTORY     - Date     Condition        Report By
 NF0394  HISTORY     - 1963     MONUMENTED       MI-081
 NF0394  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0394
 NF0394                          STATION DESCRIPTION
 NF0394
 NF0394'DESCRIBED BY KENT COUNTY MICHIGAN 1963
 NF0394'0.9 MI SW FROM MC CORDS.
 NF0394'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0394'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 0.1 MILE
 NF0394'SOUTH ALONG WHITNEYVILLE AVENUE, SET IN TOP OF THE WEST END
 NF0394'OF THE NORTH ABUTMENT OF A CONCRETE BRIDGE, 22 FEET WEST OF
 NF0394'AND ABOUT 1 FOOT BELOW THE CENTERLINE OF THE ROAD.
 NF0394
 NF0394                          STATION RECOVERY (1985)
 NF0394
 NF0394'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0594 ***********************************************************************
 NF0594  DESIGNATION -  B 170
 NF0594  PID         -  NF0594
 NF0594  STATE/COUNTY-  MI/ALLEGAN
 NF0594  USGS QUAD   -  OTSEGO (1973)
 NF0594
 NF0594                         *CURRENT SURVEY CONTROL
 NF0594  ___________________________________________________________________
 NF0594* NAD 83(1986)-  42 27 53.     (N)    085 38 32.     (W)     SCALED    
 NF0594* NAVD 88     -       219.486  (meters)     720.10   (feet)  ADJUSTED  
 NF0594  ___________________________________________________________________
 NF0594  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0594  DYNAMIC HT  -         219.421 (meters)     719.88  (feet)  COMP
 NF0594  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NF0594
 NF0594  VERT ORDER  -  SECOND    CLASS 0
 NF0594
 NF0594.The horizontal coordinates were scaled from a topographic map and have
 NF0594.an estimated accuracy of +/- 6 seconds.
 NF0594
 NF0594.The orthometric height was determined by differential leveling
 NF0594.and adjusted by the National Geodetic Survey in June 1991..
 NF0594
 NF0594.The geoid height was determined by GEOID03.
 NF0594
 NF0594.The dynamic height is computed by dividing the NAVD 88
 NF0594.geopotential number by the normal gravity value computed on the
 NF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0594.degrees latitude (g = 980.6199 gals.).
 NF0594
 NF0594.The modeled gravity was interpolated from observed gravity values.
 NF0594
 NF0594;                    North         East    Units  Estimated Accuracy
 NF0594;SPC MI S     -   107,950.    3,895,100.      MT  (+/- 180 meters Scaled)
 NF0594
 NF0594                          SUPERSEDED SURVEY CONTROL
 NF0594
 NF0594  NGVD 29 (??/??/92)  219.619  (m)          720.53   (f) ADJ UNCH    2 0
 NF0594
 NF0594.Superseded values are not recommended for survey control.
 NF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0594.See file dsdata.txt to determine how the superseded data were derived.
 NF0594
 NF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN116022(NAD 83)
 NF0594_MARKER: DB = BENCH MARK DISK
 NF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0594_STAMPING: B 170 1948
 NF0594_MARK LOGO: CGS   
 NF0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0594+STABILITY: SURFACE MOTION
 NF0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0594+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0594
 NF0594  HISTORY     - Date     Condition        Report By
 NF0594  HISTORY     - 1948     MONUMENTED       CGS
 NF0594  HISTORY     - 1974     POOR             NGS
 NF0594  HISTORY     - 1984     GOOD             NGS
 NF0594  HISTORY     - 1989     GOOD             USPSQD
 NF0594  HISTORY     - 19940317 GOOD             MIDT
 NF0594  HISTORY     - 20051015 GOOD             USPSQD
 NF0594
 NF0594                          STATION DESCRIPTION
 NF0594
 NF0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0594'1.5 MI N FROM PLAINWELL.
 NF0594'1.5 MILES NORTH ALONG U.S. HIGHWAY 131 FROM ITS JUNCTION WITH
 NF0594'STATE HIGHWAY 89 AT PLAINWELL, AT THE SOUTHEAST CORNER OF THE
 NF0594'OTSEGO-PLAINWELL MUNICIPAL AIRPORT, AND AT AN EAST-WEST BLACK
 NF0594'TOP ROAD CROSSING (COUNTY ROAD 412 EAST), 49 FEET WEST OF THE
 NF0594'CENTER LINE OF THE HIGHWAY, 71 FEET NORTH OF THE CENTER LINE OF THE
 NF0594'BLACK TOP ROAD WEST, 39 FEET NORTH OF A FENCE CORNER, 1 FOOT
 NF0594'EAST OF THE AIRPORT FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 NF0594'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 NF0594'CONCRETE POST PROJECTING 4 INCHES.
 NF0594
 NF0594                          STATION RECOVERY (1974)
 NF0594
 NF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0594'MARK RECOVERED IN POOR CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (1984)
 NF0594
 NF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0594'RECOVERED IN GOOD CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (1989)
 NF0594
 NF0594'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0594'RECOVERED IN GOOD CONDITION.
 NF0594
 NF0594                          STATION RECOVERY (1994)
 NF0594
 NF0594'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 NF0594'STATION IS LOCATED 1.5 MILES (2.4 KM) NORTH ALONG 10TH STREET FROM ITS
 NF0594'JUNCTION WITH STATE HIGHWAY 89 AT THE SOUTHEAST CORNER OF THE
 NF0594'OTSEGO-PLAINWELL MUNI AIRPORT AND AT A EAST - WEST BLACKTO ROAD
 NF0594'CROSSIN (106TH AVE. AND 10TH STREET).  IN THE SOUTHEAST CORNER OF
 NF0594'SECTION 18, T-1-N, R-11-W. STATION IS 48.3 FEET (14.7 M) WEST FROM
 NF0594'CENTERLINE OF 10TH STREET, 112.2 FEET (34.2 M) SOUTH FROM FACE OF OAK
 NF0594'TREE, AND 40.3 FEET (12.3 M) NORTH FROM A UTILITY POLE. STATION IS SET
 NF0594'IN CONCRETE 1 FOOT (0.3 M) NORTH OF WITNESS POST, ABOUT 1 FOOT (0.3 M)
 NF0594'BELOW PAVEMENT LEVEL AND 4 INCHES ABOVE GROUND.
 NF0594
 NF0594                          STATION RECOVERY (2005)
 NF0594
 NF0594'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0857 ***********************************************************************
 NF0857  DESIGNATION -  B 171
 NF0857  PID         -  NF0857
 NF0857  STATE/COUNTY-  MI/ALLEGAN
 NF0857  USGS QUAD   -  ALLEGAN (1981)
 NF0857
 NF0857                         *CURRENT SURVEY CONTROL
 NF0857  ___________________________________________________________________
 NF0857* NAD 83(1986)-  42 30 29.     (N)    085 46 45.     (W)     SCALED    
 NF0857* NAVD 88     -       223.508  (meters)     733.29   (feet)  ADJUSTED  
 NF0857  ___________________________________________________________________
 NF0857  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF0857  DYNAMIC HT  -         223.447 (meters)     733.09  (feet)  COMP
 NF0857  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 NF0857
 NF0857  VERT ORDER  -  SECOND    CLASS 0
 NF0857
 NF0857.The horizontal coordinates were scaled from a topographic map and have
 NF0857.an estimated accuracy of +/- 6 seconds.
 NF0857
 NF0857.The orthometric height was determined by differential leveling
 NF0857.and adjusted by the National Geodetic Survey in June 1991..
 NF0857
 NF0857.The geoid height was determined by GEOID03.
 NF0857
 NF0857.The dynamic height is computed by dividing the NAVD 88
 NF0857.geopotential number by the normal gravity value computed on the
 NF0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0857.degrees latitude (g = 980.6199 gals.).
 NF0857
 NF0857.The modeled gravity was interpolated from observed gravity values.
 NF0857
 NF0857;                    North         East    Units  Estimated Accuracy
 NF0857;SPC MI S     -   112,950.    3,883,920.      MT  (+/- 180 meters Scaled)
 NF0857
 NF0857                          SUPERSEDED SURVEY CONTROL
 NF0857
 NF0857  NGVD 29 (??/??/92)  223.643  (m)          733.74   (f) ADJ UNCH    2 0
 NF0857
 NF0857.Superseded values are not recommended for survey control.
 NF0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0857.See file dsdata.txt to determine how the superseded data were derived.
 NF0857
 NF0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN002069(NAD 83)
 NF0857_MARKER: DB = BENCH MARK DISK
 NF0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0857_STAMPING: B 171 1948
 NF0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0857+STABILITY: SURFACE MOTION
 NF0857
 NF0857  HISTORY     - Date     Condition        Report By
 NF0857  HISTORY     - 1948     MONUMENTED       CGS
 NF0857  HISTORY     - 1977     GOOD             MIDH
 NF0857  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0857  HISTORY     - 19971011 GOOD             USPSQD
 NF0857
 NF0857                          STATION DESCRIPTION
 NF0857
 NF0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0857'5.6 MI SE FROM ALLEGAN.
 NF0857'ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE
 NF0857'OVER KALAMAZOO RIVER AT ALLEGAN, THENCE ABOUT 2.0 MILES SOUTH
 NF0857'ALONG A GRAVEL ROAD, ABOUT 0.8 MILE NORTH OF THE INTERSECTION
 NF0857'OF STATE HIGHWAY 89, ABOUT 1.1 MILES SOUTH OF THE CROSSING OF
 NF0857'THE NEW YORK CENTRAL RAILROAD, AT THE JUNCTION OF A ROAD EAST,
 NF0857'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 99 FEET NORTH
 NF0857'OF THE CENTER LINE OF THE ROAD EAST, 59 FEET NORTH OF A
 NF0857'10-INCH OAK TREE, 1 FOOT WEST OF A WIRE FENCE, 2 FEET NORTH OF
 NF0857'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 NF0857'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0857
 NF0857                          STATION RECOVERY (1977)
 NF0857
 NF0857'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0857'RECOVERED IN GOOD CONDITION.
 NF0857
 NF0857                          STATION RECOVERY (1997)
 NF0857
 NF0857'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0857'MARK NOT FOUND.
 NF0857
 NF0857                          STATION RECOVERY (1997)
 NF0857
 NF0857'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0931 ***********************************************************************
 NF0931  DESIGNATION -  B 172
 NF0931  PID         -  NF0931
 NF0931  STATE/COUNTY-  MI/ALLEGAN
 NF0931  USGS QUAD   -  WAYLAND (1982)
 NF0931
 NF0931                         *CURRENT SURVEY CONTROL
 NF0931  ___________________________________________________________________
 NF0931* NAD 83(1986)-  42 38 17.     (N)    085 43 19.     (W)     SCALED    
 NF0931* NAVD 88     -       217.428  (meters)     713.35   (feet)  ADJUSTED  
 NF0931  ___________________________________________________________________
 NF0931  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF0931  DYNAMIC HT  -         217.368 (meters)     713.15  (feet)  COMP
 NF0931  MODELED GRAV-     980,340.6   (mgal)                       NAVD 88
 NF0931
 NF0931  VERT ORDER  -  SECOND    CLASS 0
 NF0931
 NF0931.The horizontal coordinates were scaled from a topographic map and have
 NF0931.an estimated accuracy of +/- 6 seconds.
 NF0931
 NF0931.The orthometric height was determined by differential leveling
 NF0931.and adjusted by the National Geodetic Survey in June 1991..
 NF0931
 NF0931.The geoid height was determined by GEOID03.
 NF0931
 NF0931.The dynamic height is computed by dividing the NAVD 88
 NF0931.geopotential number by the normal gravity value computed on the
 NF0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0931.degrees latitude (g = 980.6199 gals.).
 NF0931
 NF0931.The modeled gravity was interpolated from observed gravity values.
 NF0931
 NF0931;                    North         East    Units  Estimated Accuracy
 NF0931;SPC MI S     -   127,310.    3,888,860.      MT  (+/- 180 meters Scaled)
 NF0931
 NF0931                          SUPERSEDED SURVEY CONTROL
 NF0931
 NF0931  NGVD 29 (??/??/92)  217.561  (m)          713.78   (f) ADJ UNCH    2 0
 NF0931
 NF0931.Superseded values are not recommended for survey control.
 NF0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0931.See file dsdata.txt to determine how the superseded data were derived.
 NF0931
 NF0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN047214(NAD 83)
 NF0931_MARKER: DB = BENCH MARK DISK
 NF0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0931_STAMPING: B 172 1948
 NF0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0931+STABILITY: SURFACE MOTION
 NF0931
 NF0931  HISTORY     - Date     Condition        Report By
 NF0931  HISTORY     - 1948     MONUMENTED       CGS
 NF0931  HISTORY     - 1974     GOOD             NGS
 NF0931  HISTORY     - 1987     GOOD             USPSQD
 NF0931  HISTORY     - 1989     GOOD             USPSQD
 NF0931  HISTORY     - 19971011 GOOD             USPSQD
 NF0931  HISTORY     - 19990322 GOOD             USPSQD
 NF0931
 NF0931                          STATION DESCRIPTION
 NF0931
 NF0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0931'4.6 MI NW FROM BRADLEY.
 NF0931'ABOUT 0.5 MILE NORTH ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE
 NF0931'AT BRADLEY, THENCE ABOUT 4.05 MILES WEST ALONG A COUNTY ROAD,
 NF0931'ABOUT 0.3 MILE EAST OF A 50-FOOT BRIDGE, IN THE SOUTHWEST QUARTER
 NF0931'OF THE INTERSECTION OF COUNTY ROAD 639, 33 FEET SOUTH OF THE
 NF0931'CENTER LINE OF THE ROAD, 43 FEET WEST OF THE CENTER LINE OF
 NF0931'COUNTY ROAD 639, 14 FEET WEST OF A FENCE CORNER, 177 FEET SOUTHWEST
 NF0931'AND ACROSS THE INTERSECTION FROM A SMALL WHITE BUNGALOW, 119 FEET
 NF0931'WEST OF A 24-INCH MAPLE TREE ON SOUTH EDGE OF ROAD EAST, 53 FEET
 NF0931'SOUTH AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 22/1, 2 FEET
 NF0931'NORTH OF THE FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0931'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0931'POST PROJECTING 4 INCHES.
 NF0931
 NF0931                          STATION RECOVERY (1974)
 NF0931
 NF0931'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1987)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1989)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1997)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0931'RECOVERED IN GOOD CONDITION.
 NF0931
 NF0931                          STATION RECOVERY (1999)
 NF0931
 NF0931'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0920 ***********************************************************************
 NF0920  DESIGNATION -  B 173
 NF0920  PID         -  NF0920
 NF0920  STATE/COUNTY-  MI/ALLEGAN
 NF0920  USGS QUAD   -  MILLGROVE (1981)
 NF0920
 NF0920                         *CURRENT SURVEY CONTROL
 NF0920  ___________________________________________________________________
 NF0920* NAD 83(1986)-  42 37 23.     (N)    085 53 58.     (W)     SCALED    
 NF0920* NAVD 88     -       215.622  (meters)     707.42   (feet)  ADJUSTED  
 NF0920  ___________________________________________________________________
 NF0920  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF0920  DYNAMIC HT  -         215.565 (meters)     707.23  (feet)  COMP
 NF0920  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 NF0920
 NF0920  VERT ORDER  -  SECOND    CLASS 0
 NF0920
 NF0920.The horizontal coordinates were scaled from a topographic map and have
 NF0920.an estimated accuracy of +/- 6 seconds.
 NF0920
 NF0920.The orthometric height was determined by differential leveling
 NF0920.and adjusted by the National Geodetic Survey in June 1991..
 NF0920
 NF0920.The geoid height was determined by GEOID03.
 NF0920
 NF0920.The dynamic height is computed by dividing the NAVD 88
 NF0920.geopotential number by the normal gravity value computed on the
 NF0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0920.degrees latitude (g = 980.6199 gals.).
 NF0920
 NF0920.The modeled gravity was interpolated from observed gravity values.
 NF0920
 NF0920;                    North         East    Units  Estimated Accuracy
 NF0920;SPC MI S     -   125,890.    3,874,270.      MT  (+/- 180 meters Scaled)
 NF0920
 NF0920                          SUPERSEDED SURVEY CONTROL
 NF0920
 NF0920  NGVD 29 (??/??/92)  215.759  (m)          707.87   (f) ADJ UNCH    2 0
 NF0920
 NF0920.Superseded values are not recommended for survey control.
 NF0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0920.See file dsdata.txt to determine how the superseded data were derived.
 NF0920
 NF0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN902195(NAD 83)
 NF0920_MARKER: DB = BENCH MARK DISK
 NF0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0920_STAMPING: B 173 1948
 NF0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0920+STABILITY: SURFACE MOTION
 NF0920
 NF0920  HISTORY     - Date     Condition        Report By
 NF0920  HISTORY     - 1948     MONUMENTED       CGS
 NF0920  HISTORY     - 1987     GOOD             USPSQD
 NF0920  HISTORY     - 1989     GOOD             USPSQD
 NF0920
 NF0920                          STATION DESCRIPTION
 NF0920
 NF0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0920'4.1 MI SW FROM MONTEREY.
 NF0920'ABOUT 3.1 MILES WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0920'AT MONTEREY, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIRT ROAD, AT
 NF0920'AN EAST-WEST CROSSROAD, 38 FEET NORTH OF THE CENTER LINE OF THE
 NF0920'EAST-WEST ROAD, 54 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0920'ROAD, 57 FEET SOUTHWEST OF A 20-INCH POPLAR TREE, 107 FEET
 NF0920'WEST-NORTHWEST AND ACROSS THE NORTH-SOUTH ROAD FROM THE WEST
 NF0920'END OF THE NORTH HEADWALL OF A PIPE CULVERT UNDER ROAD EAST,
 NF0920'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0920'INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0920'6 INCHES.
 NF0920
 NF0920                          STATION RECOVERY (1987)
 NF0920
 NF0920'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0920'RECOVERED IN GOOD CONDITION.
 NF0920
 NF0920                          STATION RECOVERY (1989)
 NF0920
 NF0920'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0920'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0642 ***********************************************************************
 NF0642  DESIGNATION -  B 174
 NF0642  PID         -  NF0642
 NF0642  STATE/COUNTY-  MI/VAN BUREN
 NF0642  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0642
 NF0642                         *CURRENT SURVEY CONTROL
 NF0642  ___________________________________________________________________
 NF0642* NAD 83(1986)-  42 24 39.     (N)    085 57 28.     (W)     SCALED    
 NF0642* NAVD 88     -       223.535  (meters)     733.38   (feet)  ADJUSTED  
 NF0642  ___________________________________________________________________
 NF0642  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0642  DYNAMIC HT  -         223.473 (meters)     733.18  (feet)  COMP
 NF0642  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 NF0642
 NF0642  VERT ORDER  -  SECOND    CLASS 0
 NF0642
 NF0642.The horizontal coordinates were scaled from a topographic map and have
 NF0642.an estimated accuracy of +/- 6 seconds.
 NF0642
 NF0642.The orthometric height was determined by differential leveling
 NF0642.and adjusted by the National Geodetic Survey in June 1991..
 NF0642
 NF0642.The geoid height was determined by GEOID03.
 NF0642
 NF0642.The dynamic height is computed by dividing the NAVD 88
 NF0642.geopotential number by the normal gravity value computed on the
 NF0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0642.degrees latitude (g = 980.6199 gals.).
 NF0642
 NF0642.The modeled gravity was interpolated from observed gravity values.
 NF0642
 NF0642;                    North         East    Units  Estimated Accuracy
 NF0642;SPC MI S     -   102,410.    3,869,040.      MT  (+/- 180 meters Scaled)
 NF0642
 NF0642                          SUPERSEDED SURVEY CONTROL
 NF0642
 NF0642  NGVD 29 (??/??/92)  223.671  (m)          733.83   (f) ADJ UNCH    2 0
 NF0642
 NF0642.Superseded values are not recommended for survey control.
 NF0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0642.See file dsdata.txt to determine how the superseded data were derived.
 NF0642
 NF0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM857959(NAD 83)
 NF0642_MARKER: DB = BENCH MARK DISK
 NF0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0642_SP_SET: CONCRETE POST
 NF0642_STAMPING: B 174 1948
 NF0642_MARK LOGO: CGS   
 NF0642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0642+STABILITY: SURFACE MOTION
 NF0642
 NF0642  HISTORY     - Date     Condition        Report By
 NF0642  HISTORY     - 1948     MONUMENTED       CGS
 NF0642  HISTORY     - 1983     GOOD             USPSQD
 NF0642  HISTORY     - 1984     GOOD             NGS
 NF0642  HISTORY     - 1989     GOOD             USPSQD
 NF0642  HISTORY     - 19971010 GOOD             USPSQD
 NF0642
 NF0642                          STATION DESCRIPTION
 NF0642
 NF0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0642'2 MI N FROM BLOOMINGDALE.
 NF0642'1.95 MILES NORTH ALONG A BLACK TOP ROAD TO CHESHIRE FROM THE
 NF0642'MICHIGAN CENTRAL RAILROAD STATION AT BLOOMINGDALE, ABOUT 0.
 NF0642'MILE SOUTH OF THE VAN BUREN-ALLEGAN COUNTY LINE AND A CURVE
 NF0642'IN THE ROAD WITH TANGENTS EAST AND SOUTH AND THE JUNCTION OF A
 NF0642'ROAD WEST, ABOUT 0.45 MILE NORTH OF A CROSSROAD, ABOUT 0.1 MILE
 NF0642'NORTH OF THE TOP OF A GRADE, 30 FEET EAST OF THE CENTER LINE OF THE
 NF0642'ROAD, 101 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 NF0642'CORNER OF A 2-STORY FARM HOUSE, 15 FEET NORTH OF THE CENTER LINE
 NF0642'OF A DRIVE TO A FIELD, 16 FEET SOUTH OF A 30-INCH SYCAMORE TREE,
 NF0642'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 0.5
 NF0642'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0642'4 INCHES.
 NF0642
 NF0642                          STATION RECOVERY (1983)
 NF0642
 NF0642'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0642'8 INCHES EAST OF A METAL WITNESS POST. BURIED 4 INCHES BELOW SURFACE.
 NF0642'NEARBY LANDMARKS MISSING OR CHANGED: SYCAMORE TREE MISSING. WOODEN
 NF0642'WITNESS POST LEANING 45 DEGREES. RIALS AND CROSSTIES ARE MISSING IN
 NF0642'BLOOMINGDALE, RAILROAD STATION BUILDING STILL STANDING.
 NF0642
 NF0642                          STATION RECOVERY (1984)
 NF0642
 NF0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0642'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE BLACK
 NF0642'TOP ROAD MENTIONED IN THE OLD DESCRIPTION IS NOW COUNTY ROAD 665.  NOT
 NF0642'LEVELED TO DURING THIS SURVEY.
 NF0642
 NF0642                          STATION RECOVERY (1989)
 NF0642
 NF0642'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0642'RECOVERED IN GOOD CONDITION.
 NF0642
 NF0642                          STATION RECOVERY (1997)
 NF0642
 NF0642'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0516 ***********************************************************************
 NF0516  DESIGNATION -  B 175
 NF0516  PID         -  NF0516
 NF0516  STATE/COUNTY-  MI/BARRY
 NF0516  USGS QUAD   -  DELTON (1985)
 NF0516
 NF0516                         *CURRENT SURVEY CONTROL
 NF0516  ___________________________________________________________________
 NF0516* NAD 83(1986)-  42 27 52.     (N)    085 28 40.     (W)     SCALED    
 NF0516* NAVD 88     -       285.848  (meters)     937.82   (feet)  ADJUSTED  
 NF0516  ___________________________________________________________________
 NF0516  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF0516  DYNAMIC HT  -         285.761 (meters)     937.53  (feet)  COMP
 NF0516  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NF0516
 NF0516  VERT ORDER  -  SECOND    CLASS 0
 NF0516
 NF0516.The horizontal coordinates were scaled from a topographic map and have
 NF0516.an estimated accuracy of +/- 6 seconds.
 NF0516
 NF0516.The orthometric height was determined by differential leveling
 NF0516.and adjusted by the National Geodetic Survey in June 1991..
 NF0516
 NF0516.The geoid height was determined by GEOID03.
 NF0516
 NF0516.The dynamic height is computed by dividing the NAVD 88
 NF0516.geopotential number by the normal gravity value computed on the
 NF0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0516.degrees latitude (g = 980.6199 gals.).
 NF0516
 NF0516.The modeled gravity was interpolated from observed gravity values.
 NF0516
 NF0516;                    North         East    Units  Estimated Accuracy
 NF0516;SPC MI S     -   107,730.    3,908,630.      MT  (+/- 180 meters Scaled)
 NF0516
 NF0516                          SUPERSEDED SURVEY CONTROL
 NF0516
 NF0516  NGVD 29 (??/??/92)  285.972  (m)          938.23   (f) ADJ UNCH    2 0
 NF0516
 NF0516.Superseded values are not recommended for survey control.
 NF0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0516.See file dsdata.txt to determine how the superseded data were derived.
 NF0516
 NF0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN251024(NAD 83)
 NF0516_MARKER: DB = BENCH MARK DISK
 NF0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0516_STAMPING: B 175 1948
 NF0516_MARK LOGO: CGS   
 NF0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0516+STABILITY: SURFACE MOTION
 NF0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0516+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NF0516
 NF0516  HISTORY     - Date     Condition        Report By
 NF0516  HISTORY     - 1948     MONUMENTED       CGS
 NF0516  HISTORY     - 19940312 GOOD             LOCENG
 NF0516  HISTORY     - 19940312 GOOD             MI-015
 NF0516  HISTORY     - 20041023 GOOD             USPSQD
 NF0516
 NF0516                          STATION DESCRIPTION
 NF0516
 NF0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0516'1.4 MI W FROM MILO.
 NF0516'1.45 MILES WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND ROAD
 NF0516'JUNCTION AT MILO, AT A TURN IN THE ROAD WITH TANGENTS SOUTH AND
 NF0516'WEST AND A ROAD LEADING NORTH, 91 FEET NORTH OF THE PROLONGED
 NF0516'CENTER LINE OF THE ROAD WEST, 25 FEET EAST OF THE CENTER LINE
 NF0516'OF THE ROAD NORTH, 1 FOOT WEST OF A WIRE FENCE, 49 FEET SOUTH OF
 NF0516'A 20-INCH HICKORY TREE IN THE FENCE LINE, 83 FEET NORTH OF A
 NF0516'FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0516'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0516'PROJECTING 4 INCHES.  MARK MAY BE REACHED FROM DOSTER BY GOING
 NF0516'ABOUT 3.45 MILES EAST ALONG A GRAVEL ROAD FROM THE COUNTY LINE
 NF0516'CROSSROAD AT DOSTER.
 NF0516
 NF0516                          STATION RECOVERY (1994)
 NF0516
 NF0516'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0516'THE 20-INCH HICKORY TREE MENTIONED IN OLD DESCRIPTION IS NOW 34-INCHES
 NF0516'IN DIAMETER.  STATION IS 26.0 FT (7.9 M) EAST OF CENTERLINE, 87.0 FT
 NF0516'(26.5 M) NORTH OF CENTERLINE AND ABOUT 2.0 FT (0.6 M) BELOW THE ROAD.
 NF0516
 NF0516                          STATION RECOVERY (1994)
 NF0516
 NF0516'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0516'HICKORY  NOW 34 INCHES IN DIAMETER, 26 FEET EAST OF CENTERLINE, 82.0
 NF0516'FEET NORTH OF CENTERLINE ABOUT 2 INCHES BELOW GROUND. LOCATED IN THE
 NF0516'SOUTHWEST 1/4 OF SECTION 15, PRAIRIEVILLE TOWNSHIP.
 NF0516
 NF0516                          STATION RECOVERY (2004)
 NF0516
 NF0516'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0516'NOW 8' WEST OF A FENCE, 11.5' SW OF A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0841 ***********************************************************************
 NF0841  DESIGNATION -  B 176
 NF0841  PID         -  NF0841
 NF0841  STATE/COUNTY-  MI/ALLEGAN
 NF0841  USGS QUAD   -  ORANGEVILLE (1982)
 NF0841
 NF0841                         *CURRENT SURVEY CONTROL
 NF0841  ___________________________________________________________________
 NF0841* NAD 83(1986)-  42 35 41.     (N)    085 35 53.     (W)     SCALED    
 NF0841* NAVD 88     -       233.690  (meters)     766.70   (feet)  ADJUSTED  
 NF0841  ___________________________________________________________________
 NF0841  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NF0841  DYNAMIC HT  -         233.622 (meters)     766.47  (feet)  COMP
 NF0841  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 NF0841
 NF0841  VERT ORDER  -  SECOND    CLASS 0
 NF0841
 NF0841.The horizontal coordinates were scaled from a topographic map and have
 NF0841.an estimated accuracy of +/- 6 seconds.
 NF0841
 NF0841.The orthometric height was determined by differential leveling
 NF0841.and adjusted by the National Geodetic Survey in June 1991..
 NF0841
 NF0841.The geoid height was determined by GEOID03.
 NF0841
 NF0841.The dynamic height is computed by dividing the NAVD 88
 NF0841.geopotential number by the normal gravity value computed on the
 NF0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0841.degrees latitude (g = 980.6199 gals.).
 NF0841
 NF0841.The modeled gravity was interpolated from observed gravity values.
 NF0841
 NF0841;                    North         East    Units  Estimated Accuracy
 NF0841;SPC MI S     -   122,340.    3,898,950.      MT  (+/- 180 meters Scaled)
 NF0841
 NF0841                          SUPERSEDED SURVEY CONTROL
 NF0841
 NF0841  NGVD 29 (??/??/92)  233.816  (m)          767.11   (f) ADJ UNCH    2 0
 NF0841
 NF0841.Superseded values are not recommended for survey control.
 NF0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0841.See file dsdata.txt to determine how the superseded data were derived.
 NF0841
 NF0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN150167(NAD 83)
 NF0841_MARKER: DB = BENCH MARK DISK
 NF0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0841_STAMPING: B 176 1948
 NF0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0841+STABILITY: SURFACE MOTION
 NF0841
 NF0841  HISTORY     - Date     Condition        Report By
 NF0841  HISTORY     - 1948     MONUMENTED       CGS
 NF0841  HISTORY     - 19971011 GOOD             USPSQD
 NF0841
 NF0841                          STATION DESCRIPTION
 NF0841
 NF0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0841'2 MI E FROM SHELBYVILLE.
 NF0841'ABOUT 2.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0841'RAILROAD STATION AT SHELBYVILLE, ABOUT 0.25 MILE EAST OF THE
 NF0841'JUNCTION OF A ROAD SOUTH, AT THE T JUNCTION OF A ROAD NORTH, 92
 NF0841'FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 30 FEET WEST
 NF0841'OF THE CENTER LINE OF THE BLACK TOP ROAD, 1 FOOT EAST OF A WIRE
 NF0841'FENCE, 60 FEET NORTH OF A FENCE CORNER, 36 FEET NORTHWEST OF
 NF0841'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 16-INCH PIPE
 NF0841'CULVERTON ROAD NORTH, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0841'POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0841'POST PROJECTING 3 INCHES.
 NF0841
 NF0841                          STATION RECOVERY (1997)
 NF0841
 NF0841'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0371 ***********************************************************************
 NF0371  DESIGNATION -  B 177
 NF0371  PID         -  NF0371
 NF0371  STATE/COUNTY-  MI/BARRY
 NF0371  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0371
 NF0371                         *CURRENT SURVEY CONTROL
 NF0371  ___________________________________________________________________
 NF0371* NAD 83(1986)-  42 40 18.     (N)    085 23 02.     (W)     SCALED    
 NF0371* NAVD 88     -       247.292  (meters)     811.32   (feet)  ADJUSTED  
 NF0371  ___________________________________________________________________
 NF0371  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF0371  DYNAMIC HT  -         247.218 (meters)     811.08  (feet)  COMP
 NF0371  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 NF0371
 NF0371  VERT ORDER  -  SECOND    CLASS 0
 NF0371
 NF0371.The horizontal coordinates were scaled from a topographic map and have
 NF0371.an estimated accuracy of +/- 6 seconds.
 NF0371
 NF0371.The orthometric height was determined by differential leveling
 NF0371.and adjusted by the National Geodetic Survey in June 1991..
 NF0371
 NF0371.The geoid height was determined by GEOID03.
 NF0371
 NF0371.The dynamic height is computed by dividing the NAVD 88
 NF0371.geopotential number by the normal gravity value computed on the
 NF0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0371.degrees latitude (g = 980.6199 gals.).
 NF0371
 NF0371.The modeled gravity was interpolated from observed gravity values.
 NF0371
 NF0371;                    North         East    Units  Estimated Accuracy
 NF0371;SPC MI S     -   130,650.    3,916,620.      MT  (+/- 180 meters Scaled)
 NF0371
 NF0371                          SUPERSEDED SURVEY CONTROL
 NF0371
 NF0371  NGVD 29 (??/??/92)  247.416  (m)          811.73   (f) ADJ UNCH    2 0
 NF0371
 NF0371.Superseded values are not recommended for survey control.
 NF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0371.See file dsdata.txt to determine how the superseded data were derived.
 NF0371
 NF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN324256(NAD 83)
 NF0371_MARKER: DB = BENCH MARK DISK
 NF0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0371_STAMPING: B 177 1948
 NF0371_MARK LOGO: CGS   
 NF0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0371+STABILITY: SURFACE MOTION
 NF0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0371+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0371
 NF0371  HISTORY     - Date     Condition        Report By
 NF0371  HISTORY     - 1948     MONUMENTED       CGS
 NF0371  HISTORY     - 1985     GOOD             USPSQD
 NF0371  HISTORY     - 1987     GOOD             USPSQD
 NF0371  HISTORY     - 19940312 GOOD             MI-015
 NF0371  HISTORY     - 19940822 GOOD             NGS
 NF0371  HISTORY     - 19970308 GOOD             USPSQD
 NF0371  HISTORY     - 19970323 GOOD             USPSQD
 NF0371  HISTORY     - 20041030 GOOD             USPSQD
 NF0371
 NF0371                          STATION DESCRIPTION
 NF0371
 NF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0371'6.4 MI SE FROM MIDDLEVILLE.
 NF0371'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.W. KELLOGG
 NF0371'SCHOOL AT MIDDLEVILLE, AT A NORTH-SOUTH CROSSROAD, 256 FEET
 NF0371'NORTHWEST OF THE CENTER OF THE INTERSECTION, 49 FEET NORTHEAST
 NF0371'OF THE CENTER LINE OF THE HIGHWAY, 6 FEET NORTHWEST OF A FENCE
 NF0371'CORNER, 1 FOOT SOUTHWEST OF THE FENCE LINE, 4 FEET WEST OF A
 NF0371'CONCRETE HIGHWAY R/W MARKER POST, 1 1/2 FEET NORTHWEST OF A WHITE
 NF0371'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 NF0371'OF A CONCRETE POST PROJECTING 2 INCHES.  MARK MAY BE REACHED
 NF0371'FROM HASTINGS, BARRY COUNTY BY GOING ABOUT 0.2 MILE SOUTH
 NF0371'ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE, THENCE ABOUT 5.5
 NF0371'MILES NORTHWEST ALONG STATE HIGHWAY 37.
 NF0371
 NF0371                          STATION RECOVERY (1985)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0371'WITNESS POST GONE AND NOW 3 FEET NORTHWEST OF CEMENT RIGHT OF WAY
 NF0371'POST.
 NF0371
 NF0371                          STATION RECOVERY (1987)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0371'RECOVERED IN GOOD CONDITION.
 NF0371
 NF0371                          STATION RECOVERY (1994)
 NF0371
 NF0371'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0371'WODD WITNESS POST GONE, CARSONITE WITNESS POST INSTALLED, 4 FEET WEST
 NF0371'NORTHWEST OF UNDERGROUND CABLE WARNING POST 7.5 FEET WEST NORTHWEST OF
 NF0371'TELEPHONE RISER. SUITED FOR GPS. LOCATED IN THE SOUTHWEST 1/4 OF
 NF0371'SECTION 4, RUTLAND TOWNSHIP.
 NF0371
 NF0371                          STATION RECOVERY (1994)
 NF0371
 NF0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 NF0371'STATION IS IN QUAD 420851.  STATION IS LOCATED ABOUT FIVE MILES
 NF0371'NORTHWEST OF HASTINGS, SIX MILES SOUTHEAST OF MIDDLEVILLE AND ALONG
 NF0371'HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF STATE HIGHWAYS M
 NF0371'43 AND M 37 IN HASTINGS, AT THE NORTHWEST CORNER OF THE BARRY COUNTY
 NF0371'COURTHOUSE, GO WEST ON HIGHWAY M 43 AND M 37 FOR 2.35 MI (3.78 KM) TO
 NF0371'WHERE HIGHWAY M 43 GOES SOUTH AND HIGHWAY M 37 GOES NORTH.  TURN RIGHT
 NF0371'AND GO NORTH ON HIGHWAY M 37 FOR 3.1 MILES (5.0 KM) TO A CROSSROAD, N.
 NF0371'IRVING RD, AND THE STATION ON THE RIGHT AS DESCRIBED. STATION IS SET
 NF0371'FLUSH WITH GROUND.  IT IS 205.0 FT (62.5 M) NORTHWEST FROM THE
 NF0371'CENTERLINE OF N. IRVING RD, 48.5 FT (14.8 M) NORTHEAST FROM THE
 NF0371'CENTERLINE OF HIGHWAY M 37, 7.7 FT (2.3 M) WEST-NORTHWEST OF A
 NF0371'TELEPHONE JUNCTION BOX, 4.3 FT (1.3 M) NORTHWEST FROM AN UNDERGROUND
 NF0371'TELEPHONE CABLE WARNING POST, 3.4 FT (1.0 M) WEST-NORTHWEST FROM A
 NF0371'HIGHWAY RIGHT-OF-WAY POST AND 0.5 FT (15.2 CM) SOUTHEAST FROM A
 NF0371'CARSONITE WITNESS POST. RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC
 NF0371'ADVISOR - MICHIGAN.
 NF0371
 NF0371                          STATION RECOVERY (1997)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0371'RECOVERED IN GOOD CONDITION.
 NF0371
 NF0371                          STATION RECOVERY (1997)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0371'RECOVERED IN GOOD CONDITION.
 NF0371
 NF0371                          STATION RECOVERY (2004)
 NF0371
 NF0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0685 ***********************************************************************
 NF0685  DESIGNATION -  B 178
 NF0685  PID         -  NF0685
 NF0685  STATE/COUNTY-  MI/ALLEGAN
 NF0685  USGS QUAD   -  WAYLAND (1982)
 NF0685
 NF0685                         *CURRENT SURVEY CONTROL
 NF0685  ___________________________________________________________________
 NF0685* NAD 83(1986)-  42 39 46.     (N)    085 39 10.     (W)     SCALED    
 NF0685* NAVD 88     -       226.810  (meters)     744.13   (feet)  ADJUSTED  
 NF0685  ___________________________________________________________________
 NF0685  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0685  DYNAMIC HT  -         226.747 (meters)     743.92  (feet)  COMP
 NF0685  MODELED GRAV-     980,335.0   (mgal)                       NAVD 88
 NF0685
 NF0685  VERT ORDER  -  SECOND    CLASS 0
 NF0685
 NF0685.The horizontal coordinates were scaled from a topographic map and have
 NF0685.an estimated accuracy of +/- 6 seconds.
 NF0685
 NF0685.The orthometric height was determined by differential leveling
 NF0685.and adjusted by the National Geodetic Survey in June 1991..
 NF0685
 NF0685.The geoid height was determined by GEOID03.
 NF0685
 NF0685.The dynamic height is computed by dividing the NAVD 88
 NF0685.geopotential number by the normal gravity value computed on the
 NF0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0685.degrees latitude (g = 980.6199 gals.).
 NF0685
 NF0685.The modeled gravity was interpolated from observed gravity values.
 NF0685
 NF0685;                    North         East    Units  Estimated Accuracy
 NF0685;SPC MI S     -   129,960.    3,894,570.      MT  (+/- 180 meters Scaled)
 NF0685
 NF0685                          SUPERSEDED SURVEY CONTROL
 NF0685
 NF0685  NGVD 29 (??/??/92)  226.942  (m)          744.56   (f) ADJ UNCH    2 0
 NF0685
 NF0685.Superseded values are not recommended for survey control.
 NF0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0685.See file dsdata.txt to determine how the superseded data were derived.
 NF0685
 NF0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN104242(NAD 83)
 NF0685_MARKER: DB = BENCH MARK DISK
 NF0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0685_STAMPING: B 178 1948
 NF0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0685+STABILITY: SURFACE MOTION
 NF0685
 NF0685  HISTORY     - Date     Condition        Report By
 NF0685  HISTORY     - 1948     MONUMENTED       CGS
 NF0685  HISTORY     - 1974     GOOD             NGS
 NF0685  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0685
 NF0685                          STATION DESCRIPTION
 NF0685
 NF0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0685'0.8 MI S FROM WAYLAND.
 NF0685'0.75 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0685'AT WAYLAND, SET IN THE SOUTHWEST QUARTER OF AN EAST-WEST GRAVEL ROAD
 NF0685'CROSSING, 48 FEET WEST OF THE WEST RAIL, 26 FEET SOUTH OF THE
 NF0685'CENTER LINE OF THE ROAD, 2 1/2 FEET EAST OF A POWER POLE (FIRST
 NF0685'POLE SOUTH OF A POLE WITH A TRANSFORMER), 2 FEET NORTH OF A WHITE
 NF0685'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 NF0685'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0685
 NF0685                          STATION RECOVERY (1974)
 NF0685
 NF0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0685'RECOVERED IN GOOD CONDITION.
 NF0685
 NF0685                          STATION RECOVERY (1983)
 NF0685
 NF0685'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0297 ***********************************************************************
 MC0297  DESIGNATION -  B 179
 MC0297  PID         -  MC0297
 MC0297  STATE/COUNTY-  MI/MONROE
 MC0297  USGS QUAD   -  ERIE (1979)
 MC0297
 MC0297                         *CURRENT SURVEY CONTROL
 MC0297  ___________________________________________________________________
 MC0297* NAD 83(1986)-  41 51 50.     (N)    083 26 41.     (W)     SCALED    
 MC0297* NAVD 88     -       178.975  (meters)     587.19   (feet)  ADJUSTED  
 MC0297  ___________________________________________________________________
 MC0297  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 MC0297  DYNAMIC HT  -         178.910 (meters)     586.97  (feet)  COMP
 MC0297  MODELED GRAV-     980,252.5   (mgal)                       NAVD 88
 MC0297
 MC0297  VERT ORDER  -  FIRST     CLASS I
 MC0297
 MC0297.The horizontal coordinates were scaled from a topographic map and have
 MC0297.an estimated accuracy of +/- 6 seconds.
 MC0297
 MC0297.The orthometric height was determined by differential leveling
 MC0297.and adjusted by the National Geodetic Survey in June 1991..
 MC0297.WARNING-Repeat measurements at this control monument indicate possible
 MC0297.vertical movement.
 MC0297
 MC0297.The geoid height was determined by GEOID03.
 MC0297
 MC0297.The dynamic height is computed by dividing the NAVD 88
 MC0297.geopotential number by the normal gravity value computed on the
 MC0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0297.degrees latitude (g = 980.6199 gals.).
 MC0297
 MC0297.The modeled gravity was interpolated from observed gravity values.
 MC0297
 MC0297;                    North         East    Units  Estimated Accuracy
 MC0297;SPC MI S     -    40,840.    4,076,550.      MT  (+/- 180 meters Scaled)
 MC0297
 MC0297                          SUPERSEDED SURVEY CONTROL
 MC0297
 MC0297  NGVD 29 (??/??/92)  179.157  (m)          587.78   (f) ADJ UNCH    1 1
 MC0297
 MC0297.Superseded values are not recommended for survey control.
 MC0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0297.See file dsdata.txt to determine how the superseded data were derived.
 MC0297
 MC0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG970375(NAD 83)
 MC0297_MARKER: DB = BENCH MARK DISK
 MC0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0297_SP_SET: CATCH BASIN
 MC0297_STAMPING: B 179 1954
 MC0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0297
 MC0297  HISTORY     - Date     Condition        Report By
 MC0297  HISTORY     - 1954     MONUMENTED       CGS
 MC0297  HISTORY     - 1968     GOOD             NGS
 MC0297  HISTORY     - 1973     POOR             NGS
 MC0297  HISTORY     - 1987     GOOD             USPSQD
 MC0297
 MC0297                          STATION DESCRIPTION
 MC0297
 MC0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0297'5.6 MI SW FROM MONROE.
 MC0297'ABOUT 4.6 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD
 MC0297'(NORTHBOUND TRACK) FROM THE CROSSING OF EAST FIRST STREET AT
 MC0297'MONROE, THENCE 1.0 MILE NORTHWEST ALONG LA PLAISANCE ROAD, ABOUT
 MC0297'0.45 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 25 AT LA
 MC0297'SALLE, ABOUT 0.1 MILE NORTHWEST OF THE APPROXIMATE CENTER OF A
 MC0297'CURVE, SET ON THE TOP OF THE WEST CORNER OF A 3-BY-4-FOOT
 MC0297'CONCRETE CATCH BASIN, 22 1/2 FEET SOUTHWEST OF THE CENTER LINE
 MC0297'OF THE ROAD AND 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 MC0297
 MC0297                          STATION RECOVERY (1973)
 MC0297
 MC0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0297'MARK RECOVERED IN POOR CONDITION.
 MC0297
 MC0297                          STATION RECOVERY (1987)
 MC0297
 MC0297'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0490 ***********************************************************************
 NE0490  DESIGNATION -  B 180
 NE0490  PID         -  NE0490
 NE0490  STATE/COUNTY-  MI/MONROE
 NE0490  USGS QUAD   -  FLAT ROCK (1973)
 NE0490
 NE0490                         *CURRENT SURVEY CONTROL
 NE0490  ___________________________________________________________________
 NE0490* NAD 83(1986)-  42 02 09.     (N)    083 16 15.     (W)     SCALED    
 NE0490* NAVD 88     -       180.743  (meters)     592.99   (feet)  ADJUSTED  
 NE0490  ___________________________________________________________________
 NE0490  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 NE0490  DYNAMIC HT  -         180.681 (meters)     592.78  (feet)  COMP
 NE0490  MODELED GRAV-     980,275.8   (mgal)                       NAVD 88
 NE0490
 NE0490  VERT ORDER  -  FIRST     CLASS I
 NE0490
 NE0490.The horizontal coordinates were scaled from a topographic map and have
 NE0490.an estimated accuracy of +/- 6 seconds.
 NE0490
 NE0490.The orthometric height was determined by differential leveling
 NE0490.and adjusted by the National Geodetic Survey in June 1991..
 NE0490.WARNING-Repeat measurements at this control monument indicate possible
 NE0490.vertical movement.
 NE0490
 NE0490.The geoid height was determined by GEOID03.
 NE0490
 NE0490.The dynamic height is computed by dividing the NAVD 88
 NE0490.geopotential number by the normal gravity value computed on the
 NE0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0490.degrees latitude (g = 980.6199 gals.).
 NE0490
 NE0490.The modeled gravity was interpolated from observed gravity values.
 NE0490
 NE0490;                    North         East    Units  Estimated Accuracy
 NE0490;SPC MI S     -    60,110.    4,090,740.      MT  (+/- 180 meters Scaled)
 NE0490
 NE0490                          SUPERSEDED SURVEY CONTROL
 NE0490
 NE0490  NGVD 29 (??/??/92)  180.912  (m)          593.54   (f) ADJ UNCH    1 1
 NE0490
 NE0490.Superseded values are not recommended for survey control.
 NE0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0490.See file dsdata.txt to determine how the superseded data were derived.
 NE0490
 NE0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG120562(NAD 83)
 NE0490_MARKER: Z = SEE DESCRIPTION
 NE0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0490_SP_SET: RAIL
 NE0490_STAMPING: B 180 1954
 NE0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0490
 NE0490  HISTORY     - Date     Condition        Report By
 NE0490  HISTORY     - 1954     MONUMENTED       DTSRR
 NE0490  HISTORY     - 1968     GOOD             NGS
 NE0490  HISTORY     - 1973     GOOD             NGS
 NE0490  HISTORY     - 1988     GOOD             USPSQD
 NE0490  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 NE0490
 NE0490                          STATION DESCRIPTION
 NE0490
 NE0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0490'2.5 MI SW FROM ROCKWOOD.
 NE0490'ABOUT 2.5 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0490'LINE RAILROAD FROM THE CROSSING HURON RIVER DRIVE AT ROCKWOOD,
 NE0490'WAYNE COUNTY, ABOUT 13 1/2 RAILS SOUTHWEST OF THE CROSSING OF
 NE0490'SIGLER ROAD, 51 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 NE0490'TRACK, 35.2 FEET NORTHWEST OF THE NORTHWEST SIDE OF MILEPOST
 NE0490'28, 40 1/2 FEET NORTH OF A TELEGRAPH POLE, IN LINE WITH A ROW
 NE0490'OF POLES, 0.9 FEET SOUTHWEST OF A METAL WITNESS POST, A CROSS
 NE0490'CUT ON THE TOP OF A VERTICAL RAIL WHICH IS SET IN CONCRETE
 NE0490'AND PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 29,
 NE0490'T 5 S, R 10 E
 NE0490
 NE0490                          STATION RECOVERY (1973)
 NE0490
 NE0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0490'RECOVERED IN GOOD CONDITION.
 NE0490
 NE0490                          STATION RECOVERY (1988)
 NE0490
 NE0490'RECOVERY NOTE BY US POWER SQUADRON 1988 (BM)
 NE0490'RECOVERED IN GOOD CONDITION.
 NE0490
 NE0490                          STATION RECOVERY (1992)
 NE0490
 NE0490'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0363 ***********************************************************************
 QJ0363  CBN         -  This is a Cooperative Base Network Control Station.
 QJ0363  DESIGNATION -  B 183 RESET
 QJ0363  PID         -  QJ0363
 QJ0363  STATE/COUNTY-  MI/ALPENA
 QJ0363  USGS QUAD   -  ALPENA (1971)
 QJ0363
 QJ0363                         *CURRENT SURVEY CONTROL
 QJ0363  ___________________________________________________________________
 QJ0363* NAD 83(1994)-  45 03 42.63549(N)    083 28 26.77569(W)     ADJUSTED  
 QJ0363* NAVD 88     -       193.78   (meters)     635.8    (feet)  RESET     
 QJ0363  ___________________________________________________________________
 QJ0363  X           -     512,894.426 (meters)                     COMP
 QJ0363  Y           -  -4,483,599.074 (meters)                     COMP
 QJ0363  Z           -   4,492,316.959 (meters)                     COMP
 QJ0363  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 QJ0363  ELLIP HEIGHT-         157.35  (meters)          (06/11/02) GPS OBS
 QJ0363  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 QJ0363  OBS GRAVITY -     980,543.3   (mgal)                       GRAV_OBS
 QJ0363
 QJ0363  HORZ ORDER  -  B
 QJ0363  VERT ORDER  -  THIRD
 QJ0363  ELLP ORDER  -  FOURTH    CLASS I
 QJ0363
 QJ0363.The horizontal coordinates were established by GPS observations
 QJ0363.and adjusted by the National Geodetic Survey in September 1995..
 QJ0363
 QJ0363.The orthometric height was computed from unverified reset data.
 QJ0363.No vertical observational check was made to the station.
 QJ0363
 QJ0363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0363
 QJ0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0363
 QJ0363.The ellipsoidal height was determined by GPS observations
 QJ0363.and is referenced to NAD 83.
 QJ0363
 QJ0363.The geoid height was determined by GEOID03.
 QJ0363.The observed gravity was obtained from relative gravimeter ties
 QJ0363.to the IGSN71 gravity network.
 QJ0363
 QJ0363;                    North         East     Units Scale Factor Converg.
 QJ0363;SPC MI C     -   194,310.816 6,070,292.560   MT  0.99991484   +0 37 49.8
 QJ0363;SPC MI C     -   637,502.68 19,915,658.01   iFT  0.99991484   +0 37 49.8
 QJ0363;UTM  17      - 4,992,798.366   305,212.659   MT  1.00006656   -1 45 06.8
 QJ0363
 QJ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0363!SPC MI C     -   0.99997533  x   0.99991484  =   0.99989017
 QJ0363!UTM  17      -   0.99997533  x   1.00006656  =   1.00004189
 QJ0363
 QJ0363                          SUPERSEDED SURVEY CONTROL
 QJ0363
 QJ0363  ELLIP H (09/20/95)  157.35   (m)                       GP(       ) 1 2
 QJ0363  NAVD 88 (09/20/95)  193.78   (m)          635.8    (f) LEVELING    3  
 QJ0363  NGVD 29 (03/27/06)  193.93   (m)          636.3    (f) RESET       3  
 QJ0363
 QJ0363.Superseded values are not recommended for survey control.
 QJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0363.See file dsdata.txt to determine how the superseded data were derived.
 QJ0363
 QJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0521392798(NAD 83)
 QJ0363_MARKER: DV = VERTICAL CONTROL DISK
 QJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0363_SP_SET: CONCRETE POST
 QJ0363_STAMPING: B 183 RESET 1991
 QJ0363_MARK LOGO: NGS   
 QJ0363_PROJECTION: FLUSH
 QJ0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0363+STABILITY: SURFACE MOTION
 QJ0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0363+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 QJ0363
 QJ0363  HISTORY     - Date     Condition        Report By
 QJ0363  HISTORY     - 1991     MONUMENTED       MIDT
 QJ0363  HISTORY     - 19941012 GOOD             NGS
 QJ0363  HISTORY     - 20010426 GOOD             MIDT
 QJ0363
 QJ0363                          STATION DESCRIPTION
 QJ0363
 QJ0363'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 QJ0363'2.0 MILES WEST OF ALPENA, 70 FT (21.3 M) NORTH OF STATE HIGHWAY M-32
 QJ0363'AND BABLEY STREET INTERSECTION, 6.18 FT (1.88 M) SOUTH 40.  DEG.
 QJ0363'EAST OF A POWER POLE, 55.45 FT (16.90 M) SOUTH 50 DEG.  WEST OF
 QJ0363'SOUTHEAST CORNER OF SOUTH SIGH POST, 95.05 FT (28.97 M) SOUTH OF
 QJ0363'SOUTHEAST CORNER OF 4 FOOT CONCRETE SIDEWALK IN FRONT OF ALL PHASE
 QJ0363'ELECTRIC BUILDING, IN TOP OF A 10 INCH DIAMETER CONCRETE CYLINDER,
 QJ0363'3.0 FEET LONG AND FLUSH WITH GROUND.  DESCRIBED BY CLIFFORD C.
 QJ0363'LINDGREN, MIDOT RLS.
 QJ0363
 QJ0363                          STATION RECOVERY (1994)
 QJ0363
 QJ0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QJ0363'STATION IS LOCATED IN QUAD 450832, ABOUT 2.0 MILES (3.2 KM) WEST OF
 QJ0363'ALPENA, ALONG THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 32.  TO REACH
 QJ0363'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 23 AND STATE HIGHWAY 32
 QJ0363'IN ALPENA, GO WEST ON HIGHWAY 32 FOR 2.0 MI (3.2 KM) TO A CROSS
 QJ0363'STREET, BAGLEY STREET.  CONTINUE AHEAD FOR 0.1 MI (0.2 KM) TO A PAVED
 QJ0363'DRIVE ON RIGHT, LEADING TO THE ALL PHASE ELECTRIC BUILDING, AND THE
 QJ0363'STATION ON THE RIGHT.  STATION IS FLUSH WITH GROUND.  LOCATED 30.4 M
 QJ0363'(99.7 FT) SOUTH FROM THE SOUTHEAST CORNER OF THE BUILDING, 21.8 M
 QJ0363'(71.5 FT) NORTH FROM THE CENTERLINE OF HIGHWAY 32, 20.8 M (68.2 FT)
 QJ0363'EAST FROM THE CENTER OF THE PAVED DRIVE, 1.8 M (5.9 FT) SOUTHEAST FROM
 QJ0363'A UTILITY POLE AND 0.4 M (1.3 FT) SOUTH FROM A FIBERGLASS WITNESS
 QJ0363'POST.
 QJ0363
 QJ0363                          STATION RECOVERY (2001)
 QJ0363
 QJ0363'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (BNB)
 QJ0363'STATION WAS RECOVERED ON 04-03-2001 BY THE MICHIGAN DEPARTMENT
 QJ0363'OF TRANSPORTATION, NORTH REGION, (BNB)  IN GOOD CONDITION.  STATION
 QJ0363'IS GOOD FOR USE WITH G.P.S.
 QJ0363' 
 QJ0363'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QJ0363' 
 QJ0363' 
 QJ0363'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0476 ***********************************************************************
 NE0476  DESIGNATION -  B 185
 NE0476  PID         -  NE0476
 NE0476  STATE/COUNTY-  MI/WAYNE
 NE0476  USGS QUAD   -  INKSTER (1983)
 NE0476
 NE0476                         *CURRENT SURVEY CONTROL
 NE0476  ___________________________________________________________________
 NE0476* NAD 83(1986)-  42 17 07.     (N)    083 20 31.     (W)     SCALED    
 NE0476* NAVD 88     -       195.961  (meters)     642.92   (feet)  ADJUSTED  
 NE0476  ___________________________________________________________________
 NE0476  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NE0476  DYNAMIC HT  -         195.902 (meters)     642.72  (feet)  COMP
 NE0476  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 NE0476
 NE0476  VERT ORDER  -  SECOND    CLASS 0
 NE0476
 NE0476.The horizontal coordinates were scaled from a topographic map and have
 NE0476.an estimated accuracy of +/- 6 seconds.
 NE0476
 NE0476.The orthometric height was determined by differential leveling
 NE0476.and adjusted by the National Geodetic Survey in June 1991..
 NE0476
 NE0476.The geoid height was determined by GEOID03.
 NE0476
 NE0476.The dynamic height is computed by dividing the NAVD 88
 NE0476.geopotential number by the normal gravity value computed on the
 NE0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0476.degrees latitude (g = 980.6199 gals.).
 NE0476
 NE0476.The modeled gravity was interpolated from observed gravity values.
 NE0476
 NE0476;                    North         East    Units  Estimated Accuracy
 NE0476;SPC MI S     -    87,740.    4,084,510.      MT  (+/- 180 meters Scaled)
 NE0476
 NE0476                          SUPERSEDED SURVEY CONTROL
 NE0476
 NE0476  NGVD 29 (??/??/92)  196.099  (m)          643.37   (f) ADJ UNCH    2 0
 NE0476
 NE0476.Superseded values are not recommended for survey control.
 NE0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0476.See file dsdata.txt to determine how the superseded data were derived.
 NE0476
 NE0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG069841(NAD 83)
 NE0476_MARKER: DB = BENCH MARK DISK
 NE0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0476_SP_SET: ABUTMENT
 NE0476_STAMPING: B 185 1958
 NE0476_MARK LOGO: CGS   
 NE0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0476+STABILITY: SURFACE MOTION
 NE0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0476+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 NE0476
 NE0476  HISTORY     - Date     Condition        Report By
 NE0476  HISTORY     - 1958     MONUMENTED       CGS
 NE0476  HISTORY     - 1983     GOOD             LOCSUR
 NE0476  HISTORY     - 1985     GOOD             NGS
 NE0476  HISTORY     - 19990811 GOOD             USPSQD
 NE0476  HISTORY     - 20060828 GOOD             GEOCAC
 NE0476  HISTORY     - 20060912 GOOD             MANNIK
 NE0476
 NE0476                          STATION DESCRIPTION
 NE0476
 NE0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0476'AT ELOISE.
 NE0476'LOCATED ON THE MICHIGAN CENTRAL RAILROAD AT THE VILLAGE OF
 NE0476'ELOISE, WAYNE COUNTY, MICHIGAN.  THE MARK IS SET IN THE SOUTH
 NE0476'HEADWALL OF A ROAD UNDER PASS ON THE MICHIGAN CENTRAL RAILROAD
 NE0476'DIRECTLY SOUTH OF THE MAIN GATE OF THE WAYNE COUNTY GENERAL
 NE0476'HOSPITAL AND INFERMERY, 19.7 FEET SOUTH OF THE SOUTH RAIL OF
 NE0476'THE MAIN TRACK, 1.0 FEET EAST OF THE WEST END OF THE BRIDGE
 NE0476'HEADWALL.
 NE0476
 NE0476                          STATION RECOVERY (1983)
 NE0476
 NE0476'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0476'RECOVERED IN GOOD CONDITION.
 NE0476
 NE0476                          STATION RECOVERY (1985)
 NE0476
 NE0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0476'RECOVERED IN GOOD CONDITION.
 NE0476
 NE0476                          STATION RECOVERY (1999)
 NE0476
 NE0476'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0476'RECOVERED IN GOOD CONDITION.
 NE0476
 NE0476                          STATION RECOVERY (2006)
 NE0476
 NE0476'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 NE0476'RECOVERED AS DESCRIBED IN THE 1958 DIRECTIONS. MARK IS ON THE TOP OF
 NE0476'THE HEADWALL NEAR THE WEST END, ABOUT 2FT ABOVE THE LEVEL OF THE
 NE0476'RAILS. NO OTHER MEASUREMENTS CHECKED AT THIS TIME.
 NE0476
 NE0476                          STATION RECOVERY (2006)
 NE0476
 NE0476'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (ELA)
 NE0476'MARK IS ON HEADWALL FOR AN ABANDONED ROADWAY UNDER THE RAILROAD,
 NE0476'APPROXIMATELY 850 FEET WSW OF HENRY RUFF ROAD. THE VILLAGE OF ELOISE
 NE0476'REFERENCED IN THE 1958 DESCRIPTION NO LONGER EXISTS.
 NE0476' 
 NE0476'THE WAYNE COUNTY GENERAL HOSPITAL AND INFERMERY REFERENCED IN THE 1958
 NE0476'DESCRIPTION IS NOW WAYNE COUNTY HEALTH AND COMMUNITY SERVICES
 NE0476'ADMINISTRATIVE OFFICE, HEALTH DEPARTMENT 30712 MICHIGAN AVENUE WHICH
 NE0476'IS AT THE NW QUADRANT OF MICHIGAN AVENUE AND HENRY RUFF ROAD.
 NE0476' 
 NE0476'THE MARK IS LOCATED WSW OF THE WAYNE COUNTY LIBRARY FOR THE BLIND AND
 NE0476'PHYSICALLY HANDICAPPED, 30555 MICHIGAN AVENUE WHICH IS AT THE SW
 NE0476'QUADRANT OF MICHIGAN AVENUE AND HENRY RUFF ROAD.
 NE0476' 
 NE0476'TIE TO RAIL IN 1958 DESCRIPTION IS WITHIN 0.2 FEET.  TIE TO WEST END
 NE0476'OF HEADWALL ACCURATE.  MEASURED TIE TO WOODEN POWER POLE 22.7 FEET SW.
 NE0476'MARK IS APPROXIMATELY 2 FEET BELOW THE RAIL (CONTRARY TO THE 2006
 NE0476'RECOVERY).
 NE0476' 
 NE0476'LOCATION 42-17-07.585 N, 083-20-30.960 W.
 NE0476' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0493 ***********************************************************************
 NF0493  DESIGNATION -  B 187
 NF0493  PID         -  NF0493
 NF0493  STATE/COUNTY-  MI/CALHOUN
 NF0493  USGS QUAD   -  BATTLE CREEK (1985)
 NF0493
 NF0493                         *CURRENT SURVEY CONTROL
 NF0493  ___________________________________________________________________
 NF0493* NAD 83(1994)-  42 19 13.31135(N)    085 12 13.58275(W)     ADJUSTED  
 NF0493* NAVD 88     -       255.815  (meters)     839.29   (feet)  ADJUSTED  
 NF0493  ___________________________________________________________________
 NF0493  X           -     394,923.826 (meters)                     COMP
 NF0493  Y           -  -4,706,739.441 (meters)                     COMP
 NF0493  Z           -   4,272,131.586 (meters)                     COMP
 NF0493  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 NF0493  ELLIP HEIGHT-         222.37  (meters)          (07/17/02) GPS OBS
 NF0493  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0493  DYNAMIC HT  -         255.735 (meters)     839.02  (feet)  COMP
 NF0493  MODELED GRAV-     980,300.4   (mgal)                       NAVD 88
 NF0493
 NF0493  HORZ ORDER  -  FIRST
 NF0493  VERT ORDER  -  FIRST     CLASS II
 NF0493  ELLP ORDER  -  FOURTH    CLASS I
 NF0493
 NF0493.The horizontal coordinates were established by GPS observations
 NF0493.and adjusted by the National Geodetic Survey in February 1997..
 NF0493
 NF0493.The orthometric height was determined by differential leveling
 NF0493.and adjusted by the National Geodetic Survey in June 1991..
 NF0493
 NF0493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0493
 NF0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0493
 NF0493.The ellipsoidal height was determined by GPS observations
 NF0493.and is referenced to NAD 83.
 NF0493
 NF0493.The geoid height was determined by GEOID03.
 NF0493
 NF0493.The dynamic height is computed by dividing the NAVD 88
 NF0493.geopotential number by the normal gravity value computed on the
 NF0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0493.degrees latitude (g = 980.6199 gals.).
 NF0493
 NF0493.The modeled gravity was interpolated from observed gravity values.
 NF0493
 NF0493;                    North         East     Units Scale Factor Converg.
 NF0493;SPC MI S     -    91,467.509 3,930,998.301   MT  0.99995511   -0 34 10.8
 NF0493;SPC MI S     -   300,090.25 12,896,976.05   iFT  0.99995511   -0 34 10.8
 NF0493;UTM  16      - 4,686,909.241   648,013.069   MT  0.99986956   +1 12 34.5
 NF0493
 NF0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0493!SPC MI S     -   0.99996513  x   0.99995511  =   0.99992024
 NF0493!UTM  16      -   0.99996513  x   0.99986956  =   0.99983469
 NF0493
 NF0493                          SUPERSEDED SURVEY CONTROL
 NF0493
 NF0493  ELLIP H (02/03/97)  222.38   (m)                       GP(       ) 4 1
 NF0493  NAD 83(1986)-  42 19 13.31146(N)    085 12 13.59690(W) AD(       ) 1
 NF0493  NGVD 29 (01/19/93)  255.944  (m)          839.71   (f) ADJUSTED    1 2
 NF0493
 NF0493.Superseded values are not recommended for survey control.
 NF0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0493.See file dsdata.txt to determine how the superseded data were derived.
 NF0493
 NF0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4801386909(NAD 83)
 NF0493_MARKER: DB = BENCH MARK DISK
 NF0493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF0493_SP_SET: ABUTMENT OR PIER OF LARGE BRID
 NF0493_STAMPING: B 187 1962
 NF0493_MARK LOGO: CGS   
 NF0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0493+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 NF0493
 NF0493  HISTORY     - Date     Condition        Report By
 NF0493  HISTORY     - 1962     MONUMENTED       CGS
 NF0493  HISTORY     - 1983     GOOD             LOCSUR
 NF0493  HISTORY     - 1985     GOOD             NGS
 NF0493  HISTORY     - 1987     GOOD             USPSQD
 NF0493  HISTORY     - 19920707 GOOD             HOLDEN
 NF0493  HISTORY     - 20011128 GOOD             NGS
 NF0493  HISTORY     - 20031018 GOOD             USPSQD
 NF0493
 NF0493                          STATION DESCRIPTION
 NF0493
 NF0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0493'AT BATTLE CREEK.
 NF0493'1.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD TRACK
 NF0493'FROM THE GRAND TRUNK WESTERN RAILROAD STATION AT BATTLE CREEK,
 NF0493'MICHIGAN.  MARK IS SET IN THE TOP CENTER OF THE NE ABUTMENT
 NF0493'OF THE GRAND TRUNK WESTERN RAILROAD BRIDGE OVER UPTON AVENUE.
 NF0493'MARK IS 6.6 FEET N OF AND AT THE SAME ELEVATION AS THE N RAIL.
 NF0493
 NF0493                          STATION RECOVERY (1983)
 NF0493
 NF0493'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (1985)
 NF0493
 NF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (1987)
 NF0493
 NF0493'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0493'RECOVERED IN GOOD CONDITION.
 NF0493
 NF0493                          STATION RECOVERY (1992)
 NF0493
 NF0493'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0493'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE I-94 INTERCHANGE
 NF0493'WITH THE HELMER ROAD, AND 4 MILES NORTH NORTHWEST OF THE I-94
 NF0493'INTERCHANGE WITH M-66. IT IS IN THE CITY OF BATTLE CREEK, IN THE SE
 NF0493'1/4 OF SECTION 2 T2S,R8W, BATTLE CREEK TOWNSHIP, IN QUAD 42085213. IT
 NF0493'CAN BE PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK.
 NF0493'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 3.0
 NF0493'MI (4.8 KM) TO DICKMAN ROAD, TURN LEFT AND GO WEST AND NORTHERLY 1.5
 NF0493'MI (2.4 KM) ON DICKMAN ROAD TO UPTON AVENUE, TURN RIGHT AND GO NORTH
 NF0493'UNDER THE RAILROAD BRIDGE TO THE STATION ON THE RIGHT IN THE TOP OF
 NF0493'THE ABUTMENT AS DESCRIBED.
 NF0493'STATION IS 6.6 FT (2.0 M) NORTH OF THE NORTH RAIL IN THE TOP CENTER OF
 NF0493'THE NORTHEAST ABUTMENT, 32.0 FT (9.8 M) NORTHEAST FROM THE CENTER OF
 NF0493'UPTON AVENUE, 32.0 FT (9.8 M) SOUTHEAST FROM A UTILITY POLE, 114.5 FT
 NF0493'(34.9 M) SOUTHEAST FROM THE SOUTH CORNER OF A BUILDING.
 NF0493
 NF0493                          STATION RECOVERY (2001)
 NF0493
 NF0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0493'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0493
 NF0493                          STATION RECOVERY (2003)
 NF0493
 NF0493'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0005 ***********************************************************************
 NF0005  DESIGNATION -  B 19
 NF0005  PID         -  NF0005
 NF0005  STATE/COUNTY-  MI/INGHAM
 NF0005  USGS QUAD   -  MASON (1970)
 NF0005
 NF0005                         *CURRENT SURVEY CONTROL
 NF0005  ___________________________________________________________________
 NF0005* NAD 83(1986)-  42 34 48.     (N)    084 26 50.     (W)     SCALED    
 NF0005* NAVD 88     -       271.001  (meters)     889.11   (feet)  ADJUSTED  
 NF0005  ___________________________________________________________________
 NF0005  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0005  DYNAMIC HT  -         270.917 (meters)     888.83  (feet)  COMP
 NF0005  MODELED GRAV-     980,305.3   (mgal)                       NAVD 88
 NF0005
 NF0005  VERT ORDER  -  FIRST     CLASS II
 NF0005
 NF0005.The horizontal coordinates were scaled from a topographic map and have
 NF0005.an estimated accuracy of +/- 6 seconds.
 NF0005
 NF0005.The orthometric height was determined by differential leveling
 NF0005.and adjusted by the National Geodetic Survey in June 1991..
 NF0005
 NF0005.The geoid height was determined by GEOID03.
 NF0005
 NF0005.The dynamic height is computed by dividing the NAVD 88
 NF0005.geopotential number by the normal gravity value computed on the
 NF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0005.degrees latitude (g = 980.6199 gals.).
 NF0005
 NF0005.The modeled gravity was interpolated from observed gravity values.
 NF0005
 NF0005;                    North         East    Units  Estimated Accuracy
 NF0005;SPC MI S     -   119,970.    3,993,390.      MT  (+/- 180 meters Scaled)
 NF0005
 NF0005                          SUPERSEDED SURVEY CONTROL
 NF0005
 NF0005  NGVD 29 (??/??/92)  271.129  (m)          889.53   (f) ADJ UNCH    1 2
 NF0005
 NF0005.Superseded values are not recommended for survey control.
 NF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0005.See file dsdata.txt to determine how the superseded data were derived.
 NF0005
 NF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN094173(NAD 83)
 NF0005_MARKER: Q = CHISELED SQUARE
 NF0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0005_SP_SET: CULVERT
 NF0005_PROJECTION: FLUSH
 NF0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0005+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF0005
 NF0005  HISTORY     - Date     Condition        Report By
 NF0005  HISTORY     - UNK      MONUMENTED       CGS
 NF0005  HISTORY     - 1916     GOOD             NGS
 NF0005  HISTORY     - 1934     GOOD             NGS
 NF0005  HISTORY     - 1977     GOOD             NGS
 NF0005  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0005  HISTORY     - 20030419 GOOD             USPSQD
 NF0005  HISTORY     - 20050319 POOR             GEOCAC
 NF0005
 NF0005                          STATION DESCRIPTION
 NF0005
 NF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 NF0005'AT MASON.
 NF0005'AT MASON, INGHAM COUNTY, 800 FEET SOUTH OF THE MICHIGAN CENTRAL
 NF0005'RAILROAD STATION, 7.0 FEET WEST OF THE WEST RAIL AT A STONE
 NF0005'CULVERT, AND ON THE NORTHWEST CORNER OF THE WEST HEADWALL.
 NF0005'A CHISELED SQUARE.
 NF0005
 NF0005                          STATION RECOVERY (1934)
 NF0005
 NF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0005'RECOVERED IN GOOD CONDITION.
 NF0005
 NF0005                          STATION RECOVERY (1977)
 NF0005
 NF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0005'AT MASON 800 FEET SOUTH OF WHAT USE TO BE MICHIGAN CENTRAL RAILROAD
 NF0005'STATION, AT A STONE CULVERT ON THE NORTHWEST CORNER OF THE WEST HEAD
 NF0005'WALL, 7.0 FEET WEST OF THE WEST RAIL.
 NF0005
 NF0005                          STATION RECOVERY (1992)
 NF0005
 NF0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0005'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0005
 NF0005                          STATION RECOVERY (2003)
 NF0005
 NF0005'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0005'MARK IS A 2INCH SQUARE CHISLED ON TOP NW CORNER OF TOP LINTEL OVER
 NF0005'CREEK.
 NF0005
 NF0005                          STATION RECOVERY (2005)
 NF0005
 NF0005'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0005'THE SQUARE WAS LOCATED AT THE FOLLOWING COORDINATES - N42 34.828 W84
 NF0005'26.847 (WGS84). THE SQUARE IS VERY BADLY WEATHERED BUT IS STILL
 NF0005'VISIBLE. IT IS LOCATED ON A BRIDGE/CULVERT OVER SYCAMORE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0324 ***********************************************************************
 PL0324  DESIGNATION -  B 190
 PL0324  PID         -  PL0324
 PL0324  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0324  USGS QUAD   -  
 PL0324
 PL0324                         *CURRENT SURVEY CONTROL
 PL0324  ___________________________________________________________________
 PL0324* NAD 83(1986)-  44 44 48.     (N)    085 34 50.     (W)     SCALED    
 PL0324* NAVD 88     -       188.092  (meters)     617.10   (feet)  ADJUSTED  
 PL0324  ___________________________________________________________________
 PL0324  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 PL0324  DYNAMIC HT  -         188.079 (meters)     617.06  (feet)  COMP
 PL0324  MODELED GRAV-     980,541.5   (mgal)                       NAVD 88
 PL0324
 PL0324  VERT ORDER  -  SECOND    CLASS 0
 PL0324
 PL0324.The horizontal coordinates were scaled from a topographic map and have
 PL0324.an estimated accuracy of +/- 6 seconds.
 PL0324
 PL0324.The orthometric height was determined by differential leveling
 PL0324.and adjusted by the National Geodetic Survey in June 1991..
 PL0324
 PL0324.The geoid height was determined by GEOID03.
 PL0324
 PL0324.The dynamic height is computed by dividing the NAVD 88
 PL0324.geopotential number by the normal gravity value computed on the
 PL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0324.degrees latitude (g = 980.6199 gals.).
 PL0324
 PL0324.The modeled gravity was interpolated from observed gravity values.
 PL0324
 PL0324;                    North         East    Units  Estimated Accuracy
 PL0324;SPC MI C     -   159,620.    5,903,880.      MT  (+/- 180 meters Scaled)
 PL0324
 PL0324                          SUPERSEDED SURVEY CONTROL
 PL0324
 PL0324  NGVD 29 (??/??/92)  188.207  (m)          617.48   (f) ADJ UNCH    2 0
 PL0324
 PL0324.Superseded values are not recommended for survey control.
 PL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0324.See file dsdata.txt to determine how the superseded data were derived.
 PL0324
 PL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ123557(NAD 83)
 PL0324_MARKER: DB = BENCH MARK DISK
 PL0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0324_STAMPING: B 190 1955
 PL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0324+STABILITY: SURFACE MOTION
 PL0324
 PL0324  HISTORY     - Date     Condition        Report By
 PL0324  HISTORY     - 1955     MONUMENTED       CGS
 PL0324  HISTORY     - 1971     GOOD             NGS
 PL0324  HISTORY     - 1978     GOOD             NGS
 PL0324  HISTORY     - 1990     GOOD             USPSQD
 PL0324
 PL0324                          STATION DESCRIPTION
 PL0324
 PL0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 PL0324'2.5 MI E FROM TRAVERSE CITY.
 PL0324'ABOUT 2.0 MILES EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 PL0324'STATION AT TRAVERSE CITY, THENCE 0.5 MILE SOUTH ALONG A CONCRETE
 PL0324'ROAD TO THE SOUTHWEST CORNER OF THE U.S. COAST GUARD HANGAR,
 PL0324'0.5 FOOT WEST OF THE WEST SIDE OF THE HANGAR AND 0.5 FOOT NORTH OF
 PL0324'THE SOUTH SIDE OF THE HANGAR.  A STANDARD DISK, STAMPED B 190 1955
 PL0324'AND SET IN A DRILL HOLE IN THE CONCRETE APRON.
 PL0324
 PL0324                          STATION RECOVERY (1971)
 PL0324
 PL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 PL0324'RECOVERED IN GOOD CONDITION.
 PL0324
 PL0324                          STATION RECOVERY (1978)
 PL0324
 PL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 PL0324'RECOVERED IN GOOD CONDITION.
 PL0324
 PL0324                          STATION RECOVERY (1990)
 PL0324
 PL0324'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0701 ***********************************************************************
 NF0701  DESIGNATION -  B 192
 NF0701  PID         -  NF0701
 NF0701  STATE/COUNTY-  MI/KENT
 NF0701  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 NF0701
 NF0701                         *CURRENT SURVEY CONTROL
 NF0701  ___________________________________________________________________
 NF0701* NAD 83(1986)-  42 53 04.     (N)    085 31 45.     (W)     SCALED    
 NF0701* NAVD 88     -       243.290  (meters)     798.19   (feet)  ADJUSTED  
 NF0701  ___________________________________________________________________
 NF0701  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF0701  DYNAMIC HT  -         243.224 (meters)     797.98  (feet)  COMP
 NF0701  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 NF0701
 NF0701  VERT ORDER  -  SECOND    CLASS 0
 NF0701
 NF0701.This mark is at Kent Co Intl Airport (GRR)
 NF0701
 NF0701.The horizontal coordinates were scaled from a topographic map and have
 NF0701.an estimated accuracy of +/- 6 seconds.
 NF0701
 NF0701.The orthometric height was determined by differential leveling
 NF0701.and adjusted by the National Geodetic Survey in June 1991..
 NF0701
 NF0701.The geoid height was determined by GEOID03.
 NF0701
 NF0701.The dynamic height is computed by dividing the NAVD 88
 NF0701.geopotential number by the normal gravity value computed on the
 NF0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0701.degrees latitude (g = 980.6199 gals.).
 NF0701
 NF0701.The modeled gravity was interpolated from observed gravity values.
 NF0701
 NF0701;                    North         East    Units  Estimated Accuracy
 NF0701;SPC MI S     -   154,440.    3,905,040.      MT  (+/- 180 meters Scaled)
 NF0701
 NF0701                          SUPERSEDED SURVEY CONTROL
 NF0701
 NF0701  NGVD 29 (??/??/92)  243.420  (m)          798.62   (f) ADJ UNCH    2 0
 NF0701
 NF0701.Superseded values are not recommended for survey control.
 NF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0701.See file dsdata.txt to determine how the superseded data were derived.
 NF0701
 NF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN201490(NAD 83)
 NF0701_MARKER: DB = BENCH MARK DISK
 NF0701_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0701_SP_SET: HEADWALL
 NF0701_STAMPING: B 192 1964
 NF0701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0701
 NF0701  HISTORY     - Date     Condition        Report By
 NF0701  HISTORY     - 1964     MONUMENTED       CGS
 NF0701  HISTORY     - 1983     GOOD             USPSQD
 NF0701  HISTORY     - 1987     GOOD             USPSQD
 NF0701  HISTORY     - 1989     GOOD             USPSQD
 NF0701  HISTORY     - 19970315 GOOD             USPSQD
 NF0701  HISTORY     - 19991009 GOOD             USPSQD
 NF0701  HISTORY     - 20031015 GOOD             INDIV
 NF0701
 NF0701                          STATION DESCRIPTION
 NF0701
 NF0701'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NF0701'12 MI SE FROM GRAND RAPIDS.
 NF0701'THE MARK IS ON THE KENT COUNTY AIRPORT ON A HEADWALL ON THE EAST
 NF0701'SIDE OF THE TERMINAL BUILDING.  79.6 FEET SOUTHWEST OF THE EAST
 NF0701'CORNER OF THE TERMINAL BUILDING, 8.6 FEET NORTH OF THE CENTER LINE
 NF0701'OF AN UNDERPASS, AND 19.8 FEET NORTHEAST ALONG THE HEADWALL FROM
 NF0701'THE OBSERVATION DECK.  A STANDARD BRONZE DISK SET FLUSH WITH THE
 NF0701'HEADWALL STAMPED B 192 1964)
 NF0701
 NF0701                          STATION RECOVERY (1983)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1987)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1989)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1997)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (1999)
 NF0701
 NF0701'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0701'RECOVERED IN GOOD CONDITION.
 NF0701
 NF0701                          STATION RECOVERY (2003)
 NF0701
 NF0701'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0043 ***********************************************************************
 RK0043  DESIGNATION -  B 193
 RK0043  PID         -  RK0043
 RK0043  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0043  USGS QUAD   -  
 RK0043
 RK0043                         *CURRENT SURVEY CONTROL
 RK0043  ___________________________________________________________________
 RK0043* NAD 83(1986)-  46 20 47.     (N)    086 16 35.     (W)     SCALED    
 RK0043* NAVD 88     -       244.583  (meters)     802.44   (feet)  ADJUSTED  
 RK0043  ___________________________________________________________________
 RK0043  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RK0043  DYNAMIC HT  -         244.600 (meters)     802.49  (feet)  COMP
 RK0043  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 RK0043
 RK0043  VERT ORDER  -  SECOND    CLASS 0
 RK0043
 RK0043.The horizontal coordinates were scaled from a topographic map and have
 RK0043.an estimated accuracy of +/- 6 seconds.
 RK0043
 RK0043.The orthometric height was determined by differential leveling
 RK0043.and adjusted by the National Geodetic Survey in June 1991..
 RK0043
 RK0043.The geoid height was determined by GEOID03.
 RK0043
 RK0043.The dynamic height is computed by dividing the NAVD 88
 RK0043.geopotential number by the normal gravity value computed on the
 RK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0043.degrees latitude (g = 980.6199 gals.).
 RK0043
 RK0043.The modeled gravity was interpolated from observed gravity values.
 RK0043
 RK0043;                    North         East    Units  Estimated Accuracy
 RK0043;SPC MI N     -   173,980.    8,055,700.      MT  (+/- 180 meters Scaled)
 RK0043
 RK0043                          SUPERSEDED SURVEY CONTROL
 RK0043
 RK0043  NGVD 29 (??/??/92)  244.546  (m)          802.31   (f) ADJ UNCH    2 0
 RK0043
 RK0043.Superseded values are not recommended for survey control.
 RK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0043.See file dsdata.txt to determine how the superseded data were derived.
 RK0043
 RK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES556327(NAD 83)
 RK0043_MARKER: DB = BENCH MARK DISK
 RK0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0043_SP_SET: ABUTMENT
 RK0043_STAMPING: B 193 1964
 RK0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0043+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0043
 RK0043  HISTORY     - Date     Condition        Report By
 RK0043  HISTORY     - 1964     MONUMENTED       CGS
 RK0043  HISTORY     - 19940801 GOOD             USPSQD
 RK0043  HISTORY     - 19990909 GOOD             USPSQD
 RK0043  HISTORY     - 20020415 GOOD             MIDT
 RK0043  HISTORY     - 20030728 GOOD             USPSQD
 RK0043  HISTORY     - 20060911 GOOD             USPSQD
 RK0043
 RK0043                          STATION DESCRIPTION
 RK0043
 RK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0043'AT CREIGHTON.
 RK0043'AT CREIGHTON, ABOUT 75 YARDS NORTH OF THE SOO LINE RAILROAD,
 RK0043'IN S 268 T 46 N, R 16 W, SET IN THE TOP OF THE NORTH END OF THE
 RK0043'WEST CONCRETE ABUTMENT OF A 50-FOOT CONCRETE BRIDGE OVER
 RK0043'CREIGHTON CREEK, 25 FEET NORTH OF THE CENTER LINE OF STATE
 RK0043'HIGHWAY M 28, 1 FOOT SOUTH OF THE NORTH END OF THE TOP OF THE
 RK0043'ABUTMENT, AND ABOUT LEVEL WITH THE HIGHWAY.
 RK0043
 RK0043                          STATION RECOVERY (1994)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (1999)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (2002)
 RK0043
 RK0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (2003)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0043'RECOVERED IN GOOD CONDITION.
 RK0043
 RK0043                          STATION RECOVERY (2006)
 RK0043
 RK0043'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0705 ***********************************************************************
 RJ0705  DESIGNATION -  B 194 RESET 1976
 RJ0705  PID         -  RJ0705
 RJ0705  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0705  USGS QUAD   -  SENEY (1972)
 RJ0705
 RJ0705                         *CURRENT SURVEY CONTROL
 RJ0705  ___________________________________________________________________
 RJ0705* NAD 83(1986)-  46 21 34.     (N)    085 56 57.     (W)     SCALED    
 RJ0705* NAVD 88     -       224.45   (+/-2cm)     736.4    (feet)  VERTCON   
 RJ0705  ___________________________________________________________________
 RJ0705  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RJ0705
 RJ0705  VERT ORDER  -  THIRD (See Below)
 RJ0705
 RJ0705.The horizontal coordinates were scaled from a topographic map and have
 RJ0705.an estimated accuracy of +/- 6 seconds.
 RJ0705
 RJ0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0705.The vertical order pertains to the NGVD 29 superseded value.
 RJ0705
 RJ0705.The geoid height was determined by GEOID03.
 RJ0705
 RJ0705;                    North         East    Units  Estimated Accuracy
 RJ0705;SPC MI N     -   175,710.    8,080,860.      MT  (+/- 180 meters Scaled)
 RJ0705
 RJ0705                          SUPERSEDED SURVEY CONTROL
 RJ0705
 RJ0705  NGVD 29 (03/27/06)  224.42   (m)          736.3    (f) RESET       3  
 RJ0705
 RJ0705.Superseded values are not recommended for survey control.
 RJ0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0705.See file dsdata.txt to determine how the superseded data were derived.
 RJ0705
 RJ0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES808345(NAD 83)
 RJ0705_MARKER: DB = BENCH MARK DISK
 RJ0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0705_STAMPING: B 194 RESET 1976
 RJ0705_PROJECTION: FLUSH
 RJ0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0705+STABILITY: SURFACE MOTION
 RJ0705
 RJ0705  HISTORY     - Date     Condition        Report By
 RJ0705  HISTORY     - 1976     MONUMENTED       LOCENG
 RJ0705  HISTORY     - 19990909 GOOD             USPSQD
 RJ0705  HISTORY     - 20030728 GOOD             USPSQD
 RJ0705  HISTORY     - 20060911 GOOD             USPSQD
 RJ0705
 RJ0705                          STATION DESCRIPTION
 RJ0705
 RJ0705'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 RJ0705'1.0 MI NORTH FROM SENEY.
 RJ0705'1.0 MILE NORTH ALONG STATE HIGHWAY M-77 FROM THE JUNCTION OF STATE
 RJ0705'HIGHWAY M-28 IN SENEY, 91 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 RJ0705'116 FEET SOUTH OF A 3 FOOT CULVERT UNDER THE HIGHWAY 1.5 FEET WEST
 RJ0705'OF A STEEL POST, 60 FEET NORTH OF POWER POLE NO. 201/33.
 RJ0705'THE MARK IS 4.5 FT BELOW HIGHWAY.
 RJ0705
 RJ0705                          STATION RECOVERY (1999)
 RJ0705
 RJ0705'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0705'RECOVERED IN GOOD CONDITION.
 RJ0705
 RJ0705                          STATION RECOVERY (2003)
 RJ0705
 RJ0705'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0705'RECOVERED IN GOOD CONDITION.
 RJ0705
 RJ0705                          STATION RECOVERY (2006)
 RJ0705
 RJ0705'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0008 ***********************************************************************
 RK0008  DESIGNATION -  B 195
 RK0008  PID         -  RK0008
 RK0008  STATE/COUNTY-  MI/ALGER
 RK0008  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0008
 RK0008                         *CURRENT SURVEY CONTROL
 RK0008  ___________________________________________________________________
 RK0008* NAD 83(1994)-  46 32 30.22357(N)    086 13 18.12675(W)     ADJUSTED  
 RK0008* NAVD 88     -       285.409  (meters)     936.38   (feet)  ADJUSTED  
 RK0008  ___________________________________________________________________
 RK0008  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 RK0008  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0008  DYNAMIC HT  -         285.427 (meters)     936.44  (feet)  COMP
 RK0008  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 RK0008
 RK0008  HORZ ORDER  -  SECOND
 RK0008  VERT ORDER  -  SECOND    CLASS 0
 RK0008
 RK0008.The horizontal coordinates were established by classical geodetic methods
 RK0008.and adjusted by the National Geodetic Survey in February 1997..
 RK0008
 RK0008.The orthometric height was determined by differential leveling
 RK0008.and adjusted by the National Geodetic Survey in June 1991..
 RK0008
 RK0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0008
 RK0008.The geoid height was determined by GEOID03.
 RK0008
 RK0008.The dynamic height is computed by dividing the NAVD 88
 RK0008.geopotential number by the normal gravity value computed on the
 RK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0008.degrees latitude (g = 980.6199 gals.).
 RK0008
 RK0008.The modeled gravity was interpolated from observed gravity values.
 RK0008
 RK0008;                    North         East     Units Scale Factor Converg.
 RK0008;SPC MI N     -   195,729.448 8,059,692.297   MT  0.99991283   +0 33 45.2
 RK0008;SPC MI N     -   642,156.98 26,442,560.03   iFT  0.99991283   +0 33 45.2
 RK0008;UTM  16      - 5,154,534.348   559,674.485   MT  0.99964377   +0 33 53.9
 RK0008
 RK0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0008!SPC MI N     -   0.99996083  x   0.99991283  =   0.99987366
 RK0008!UTM  16      -   0.99996083  x   0.99964377  =   0.99960461
 RK0008
 RK0008                          SUPERSEDED SURVEY CONTROL
 RK0008
 RK0008  NAD 83(1986)-  46 32 30.21809(N)    086 13 18.12395(W) AD(       ) 2
 RK0008  NAD 27      -  46 32 30.33556(N)    086 13 17.53474(W) AD(       ) 2
 RK0008  NGVD 29 (??/??/92)  285.366  (m)          936.24   (f) ADJ UNCH    2 0
 RK0008
 RK0008.Superseded values are not recommended for survey control.
 RK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0008.See file dsdata.txt to determine how the superseded data were derived.
 RK0008
 RK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5967454534(NAD 83)
 RK0008_MARKER: DB = BENCH MARK DISK
 RK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0008_STAMPING: B 195 1964
 RK0008_MARK LOGO: CGS   
 RK0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0008+STABILITY: SURFACE MOTION
 RK0008
 RK0008  HISTORY     - Date     Condition        Report By
 RK0008  HISTORY     - 1964     MONUMENTED       CGS
 RK0008  HISTORY     - 1965     GOOD             CGS
 RK0008  HISTORY     - 19940424 GOOD             LOCENG
 RK0008
 RK0008                          STATION DESCRIPTION
 RK0008
 RK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0008'19.8 MI SW FROM GRAND MARAIS.
 RK0008'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0008'CHRUCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0008'COUNTY ROADS 708, 700, AND 714, THENCE 4.7 MILES SOUTH ALONG
 RK0008'COUNTY ROAD 700, IN S 19, T 48 N, R 15 W, ABOUT 1.1 MILES NORTH
 RK0008'OF THE JUNCTION OF ADAMS TRAIL ROAD, 52 FEET NORTH OF THE CENTER OF
 RK0008'THE JUNCTION OF A NARROW SAND ROAD LEADING NORTHWEST, ON THE
 RK0008'OUTSIDE OF A CURVE AND 48 FEET NORTHWEST OF THE CENTER LINE OF
 RK0008'THE ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF THE SAND ROADS,
 RK0008'1.9 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RK0008'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RK0008
 RK0008                          STATION RECOVERY (1965)
 RK0008
 RK0008'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0008'STATION IS 11 MILES NORTHEAST OF MELSTRAND, 14-1/2 MILES SOUTHWEST
 RK0008'OF GRAND MARAIS, 20 MILES NORTHWEST OF SENEY, 2.5 MILES SOUTH OF
 RK0008'KINGSTON LAKE, IN THE AREA KNOWN LOCALLY AS THE KINGSTON PLAINS, IN
 RK0008'SECTION 19, T48N, R15W, AND ON STATE FOREST LAND.
 RK0008'
 RK0008'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 28 AND 77 IN
 RK0008'SENEY (0.1 MILE WEST OF THE SCHOOLHOUSE IN SENEY), GO NORTH ON STATE
 RK0008'ROUTE 77 FOR 15.35 MILES TO A GRAVEL SIDE ROAD LEFT (ADAMS TRAIL).
 RK0008'TURN LEFT, GO SOUTHWESTERLY ON GRAVEL ROAD FOR 12.0 MILES TO A
 RK0008'GRAVEL ROAD ON THE RIGHT WITH THE SIGN KINGSTON LAKE 4 AND
 RK0008'OTHER SIGNS.  TURN RIGHT, GO NORTH FOR 1.0 MILE TO STATION.
 RK0008'
 RK0008'BENCH MARK B 195 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 RK0008'MARK STAMPED B 195 1964 SET IN A ROUND CONCRETE MONUMENT WHICH
 RK0008'PROJECTS 2 INCHES.  IT IS 1.8 FEET SOUTHWEST OF A WITNESS POST, 48
 RK0008'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 51 FEET
 RK0008'NORTHWEST OF THE INTERSECTION OF THE GRAVEL ROAD AND A TRACK ROAD
 RK0008'WEST, AND 19 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD.
 RK0008'
 RK0008'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RK0008
 RK0008                          STATION RECOVERY (1994)
 RK0008
 RK0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0008'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0340 ***********************************************************************
 RJ0340  DESIGNATION -  B 196
 RJ0340  PID         -  RJ0340
 RJ0340  STATE/COUNTY-  MI/LUCE
 RJ0340  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ0340
 RJ0340                         *CURRENT SURVEY CONTROL
 RJ0340  ___________________________________________________________________
 RJ0340* NAD 83(1986)-  46 21 08.     (N)    085 26 36.     (W)     SCALED    
 RJ0340* NAVD 88     -       222.882  (meters)     731.24   (feet)  ADJUSTED  
 RJ0340  ___________________________________________________________________
 RJ0340  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 RJ0340  DYNAMIC HT  -         222.896 (meters)     731.28  (feet)  COMP
 RJ0340  MODELED GRAV-     980,672.8   (mgal)                       NAVD 88
 RJ0340
 RJ0340  VERT ORDER  -  SECOND    CLASS 0
 RJ0340
 RJ0340.The horizontal coordinates were scaled from a topographic map and have
 RJ0340.an estimated accuracy of +/- 6 seconds.
 RJ0340
 RJ0340.The orthometric height was determined by differential leveling
 RJ0340.and adjusted by the National Geodetic Survey in June 1991..
 RJ0340
 RJ0340.The geoid height was determined by GEOID03.
 RJ0340
 RJ0340.The dynamic height is computed by dividing the NAVD 88
 RJ0340.geopotential number by the normal gravity value computed on the
 RJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0340.degrees latitude (g = 980.6199 gals.).
 RJ0340
 RJ0340.The modeled gravity was interpolated from observed gravity values.
 RJ0340
 RJ0340;                    North         East    Units  Estimated Accuracy
 RJ0340;SPC MI N     -   175,550.    8,119,800.      MT  (+/- 180 meters Scaled)
 RJ0340
 RJ0340                          SUPERSEDED SURVEY CONTROL
 RJ0340
 RJ0340  NGVD 29 (??/??/92)  222.836  (m)          731.09   (f) ADJ UNCH    2 0
 RJ0340
 RJ0340.Superseded values are not recommended for survey control.
 RJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0340.See file dsdata.txt to determine how the superseded data were derived.
 RJ0340
 RJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS197343(NAD 83)
 RJ0340_MARKER: DB = BENCH MARK DISK
 RJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0340_STAMPING: B 196 1964
 RJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0340+STABILITY: SURFACE MOTION
 RJ0340
 RJ0340  HISTORY     - Date     Condition        Report By
 RJ0340  HISTORY     - 1964     MONUMENTED       CGS
 RJ0340
 RJ0340                          STATION DESCRIPTION
 RJ0340
 RJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0340'2.9 MI E FROM NEWBERRY.
 RJ0340'ABOUT 2.9 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0340'STATION AT NEWBERRY, IN S 29, T 46 N, R 9 W, ABOUT 0.45 MILE
 RJ0340'EAST OF MILEPOST 56, 21 1/2 FEET SOUTH OF THE SOUTH RAIL, 75
 RJ0340'FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTH
 RJ0340'AWAY FROM THE TRACK, 15 1/2 FEET SOUTHWEST OF THE 13TH TELEGRAPH
 RJ0340'POLE EAST OF THE MILEPOST, 1.5 FEET EAST OF A METAL WITNESS
 RJ0340'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RJ0340'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0563 ***********************************************************************
 RJ0563  DESIGNATION -  B 197
 RJ0563  PID         -  RJ0563
 RJ0563  STATE/COUNTY-  MI/ALGER
 RJ0563  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0563
 RJ0563                         *CURRENT SURVEY CONTROL
 RJ0563  ___________________________________________________________________
 RJ0563* NAD 83(1986)-  46 38 10.     (N)    085 58 07.     (W)     SCALED    
 RJ0563* NAVD 88     -       265.918  (meters)     872.43   (feet)  ADJUSTED  
 RJ0563  ___________________________________________________________________
 RJ0563  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 RJ0563  DYNAMIC HT  -         265.938 (meters)     872.50  (feet)  COMP
 RJ0563  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 RJ0563
 RJ0563  VERT ORDER  -  SECOND    CLASS 0
 RJ0563
 RJ0563.The horizontal coordinates were scaled from a topographic map and have
 RJ0563.an estimated accuracy of +/- 6 seconds.
 RJ0563
 RJ0563.The orthometric height was determined by differential leveling
 RJ0563.and adjusted by the National Geodetic Survey in June 1991..
 RJ0563
 RJ0563.The geoid height was determined by GEOID03.
 RJ0563
 RJ0563.The dynamic height is computed by dividing the NAVD 88
 RJ0563.geopotential number by the normal gravity value computed on the
 RJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0563.degrees latitude (g = 980.6199 gals.).
 RJ0563
 RJ0563.The modeled gravity was interpolated from observed gravity values.
 RJ0563
 RJ0563;                    North         East    Units  Estimated Accuracy
 RJ0563;SPC MI N     -   206,440.    8,078,970.      MT  (+/- 180 meters Scaled)
 RJ0563
 RJ0563                          SUPERSEDED SURVEY CONTROL
 RJ0563
 RJ0563  NGVD 29 (??/??/92)  265.876  (m)          872.29   (f) ADJ UNCH    2 0
 RJ0563
 RJ0563.Superseded values are not recommended for survey control.
 RJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0563.See file dsdata.txt to determine how the superseded data were derived.
 RJ0563
 RJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES789652(NAD 83)
 RJ0563_MARKER: DB = BENCH MARK DISK
 RJ0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0563_STAMPING: B 197 1964
 RJ0563_MARK LOGO: CGS   
 RJ0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0563+STABILITY: SURFACE MOTION
 RJ0563
 RJ0563  HISTORY     - Date     Condition        Report By
 RJ0563  HISTORY     - 1964     MONUMENTED       CGS
 RJ0563  HISTORY     - 19930605 GOOD             LOCENG
 RJ0563  HISTORY     - 19940801 GOOD             USPSQD
 RJ0563
 RJ0563                          STATION DESCRIPTION
 RJ0563
 RJ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0563'3.3 MI SE FROM GRAND MARAIS.
 RJ0563'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0563'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 RJ0563'714, THENCE 0.9 MILE SOUTH ALONG COUNTY ROAD 703, IN S 17,
 RJ0563'T 49 N, R 13 W, ABOUT 88 YARDS NORTH OF THE CENTER OF A CURVE
 RJ0563'IN THE ROAD, 203 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 RJ0563'NORTHEAST CORNER OF A CABIN WITH METAL SIDING, 31 FEET EAST
 RJ0563'OF THE CENTER LINE OF THE ROAD, 1.6 FEET WEST OF A METAL WITNESS
 RJ0563'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0563'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0563
 RJ0563                          STATION RECOVERY (1993)
 RJ0563
 RJ0563'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0563'RECOVERED AS DESCRIBED.
 RJ0563
 RJ0563                          STATION RECOVERY (1994)
 RJ0563
 RJ0563'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0320 ***********************************************************************
 RJ0320  DESIGNATION -  B 198
 RJ0320  PID         -  RJ0320
 RJ0320  STATE/COUNTY-  MI/LUCE
 RJ0320  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0320
 RJ0320                         *CURRENT SURVEY CONTROL
 RJ0320  ___________________________________________________________________
 RJ0320* NAD 83(1986)-  46 38 56.     (N)    085 23 41.     (W)     SCALED    
 RJ0320* NAVD 88     -       215.206  (meters)     706.05   (feet)  ADJUSTED  
 RJ0320  ___________________________________________________________________
 RJ0320  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 RJ0320  DYNAMIC HT  -         215.221 (meters)     706.10  (feet)  COMP
 RJ0320  MODELED GRAV-     980,681.4   (mgal)                       NAVD 88
 RJ0320
 RJ0320  VERT ORDER  -  SECOND    CLASS 0
 RJ0320
 RJ0320.The horizontal coordinates were scaled from a topographic map and have
 RJ0320.an estimated accuracy of +/- 6 seconds.
 RJ0320
 RJ0320.The orthometric height was determined by differential leveling
 RJ0320.and adjusted by the National Geodetic Survey in June 1991..
 RJ0320
 RJ0320.The geoid height was determined by GEOID03.
 RJ0320
 RJ0320.The dynamic height is computed by dividing the NAVD 88
 RJ0320.geopotential number by the normal gravity value computed on the
 RJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0320.degrees latitude (g = 980.6199 gals.).
 RJ0320
 RJ0320.The modeled gravity was interpolated from observed gravity values.
 RJ0320
 RJ0320;                    North         East    Units  Estimated Accuracy
 RJ0320;SPC MI N     -   208,590.    8,122,870.      MT  (+/- 180 meters Scaled)
 RJ0320
 RJ0320                          SUPERSEDED SURVEY CONTROL
 RJ0320
 RJ0320  NGVD 29 (??/??/92)  215.165  (m)          705.92   (f) ADJ UNCH    2 0
 RJ0320
 RJ0320.Superseded values are not recommended for survey control.
 RJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0320.See file dsdata.txt to determine how the superseded data were derived.
 RJ0320
 RJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS228673(NAD 83)
 RJ0320_MARKER: DB = BENCH MARK DISK
 RJ0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0320_STAMPING: B 198 1964
 RJ0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0320+STABILITY: SURFACE MOTION
 RJ0320
 RJ0320  HISTORY     - Date     Condition        Report By
 RJ0320  HISTORY     - 1964     MONUMENTED       CGS
 RJ0320
 RJ0320                          STATION DESCRIPTION
 RJ0320
 RJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0320'15.8 MI SE FROM DEER PARK.
 RJ0320'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0320'LODGE AT DEEP PARK, THENCE 13.0 MILES EAST ALONG COUNTY ROADS
 RJ0320'410, 412 AND 414, IN S 14, T 49 N, R 9 W, ABOUT 0.35 MILE WEST
 RJ0320'OF THE JUNCTION OF A GRADED SAND ROAD LEADING NORTH TO THE
 RJ0320'MOUTH OF THE LITTLE TWO HEARTED RIVER 41 FEET NORTHEAST OF THE
 RJ0320'CENTER LINE OF THE ROAD, 22 FEET EAST OF THE CENTER LINE OF THE
 RJ0320'SAND ROAD, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RJ0320'LEVEL WITH THE ROAD LEADING NORTH, ABOUT 2 FEET ABOVE THE
 RJ0320'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RJ0320'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1399 ***********************************************************************
 RJ1399  DESIGNATION -  B 199 RESET
 RJ1399  PID         -  RJ1399
 RJ1399  STATE/COUNTY-  MI/LUCE
 RJ1399  USGS QUAD   -  MUSKALLONGE LAKE WEST (1968)
 RJ1399
 RJ1399                         *CURRENT SURVEY CONTROL
 RJ1399  ___________________________________________________________________
 RJ1399* NAD 83(1986)-  46 40 22.     (N)    085 44 29.     (W)     SCALED    
 RJ1399* NAVD 88     -       192.23   (meters)     630.7    (feet)  RESET     
 RJ1399  ___________________________________________________________________
 RJ1399  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 RJ1399
 RJ1399  VERT ORDER  -  THIRD
 RJ1399
 RJ1399.The horizontal coordinates were scaled from a topographic map and have
 RJ1399.an estimated accuracy of +/- 6 seconds.
 RJ1399
 RJ1399.The orthometric height was computed from unverified reset data.
 RJ1399.No vertical observational check was made to the station.
 RJ1399
 RJ1399.The geoid height was determined by GEOID03.
 RJ1399
 RJ1399;                    North         East    Units  Estimated Accuracy
 RJ1399;SPC MI N     -   210,770.    8,096,300.      MT  (+/- 180 meters Scaled)
 RJ1399
 RJ1399                          SUPERSEDED SURVEY CONTROL
 RJ1399
 RJ1399  NGVD 29 (03/27/06)  192.19   (m)          630.5    (f) RESET       3  
 RJ1399
 RJ1399.Superseded values are not recommended for survey control.
 RJ1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1399.See file dsdata.txt to determine how the superseded data were derived.
 RJ1399
 RJ1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES962695(NAD 83)
 RJ1399_MARKER: DV = VERTICAL CONTROL DISK
 RJ1399_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RJ1399_SP_SET: BRIDGE ABUTMENT
 RJ1399_STAMPING: B 199 RESET 1991
 RJ1399_MARK LOGO: NGS   
 RJ1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1399+STABILITY: SURFACE MOTION
 RJ1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1399+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ1399
 RJ1399  HISTORY     - Date     Condition        Report By
 RJ1399  HISTORY     - 1991     MONUMENTED       NGS
 RJ1399  HISTORY     - 20040608 GOOD             GEOCAC
 RJ1399
 RJ1399                          STATION DESCRIPTION
 RJ1399
 RJ1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RJ1399'IN SECTION 1, T-49-N, R-12-W, ABOUT 12 MILES WEST-SOUTHWEST OF DEER
 RJ1399'PARK, 14 MILES EAST-SOUTHEAST OF GRAND MARAIS, ABOUT 0.2 MILE SOUTH
 RJ1399'OF THE SHORELINE OF LAKE SUPERIOR AND ON HIGHWAY RIGHT-OF-WAY OF
 RJ1399'COUNTY ROUTE H-38.  TO REACH FROM THE JUNCTION OF STATE ROUTE M-77
 RJ1399'AND COUNTY ROUTE H-58 IN GRAND MARAIS, GO EAST ON COUNTY ROUTE H-58
 RJ1399'FOR 13.05 MI (21.00 KM) TO A BRIDGE OVER THE BLIND SUCKER RIVER, IN
 RJ1399'THE NORTHEAST ABUTMENT OF THE CONCRETE BRIDGE OVER THE BLIND SUCKER
 RJ1399'RIVER.  DESCRIBED BY RONALD L. RAMSEY, NGS - GEODETIC ADVISOR -
 RJ1399'MICHIGAN.
 RJ1399
 RJ1399                          STATION RECOVERY (2004)
 RJ1399
 RJ1399'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0289 ***********************************************************************
 OK0289  DESIGNATION -  B 2
 OK0289  PID         -  OK0289
 OK0289  STATE/COUNTY-  MI/KENT
 OK0289  USGS QUAD   -  EVANS (1982)
 OK0289
 OK0289                         *CURRENT SURVEY CONTROL
 OK0289  ___________________________________________________________________
 OK0289* NAD 83(1986)-  43 11 40.     (N)    085 28 12.     (W)     SCALED    
 OK0289* NAVD 88     -       275.383  (meters)     903.49   (feet)  ADJUSTED  
 OK0289  ___________________________________________________________________
 OK0289  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 OK0289  DYNAMIC HT  -         275.320 (meters)     903.28  (feet)  COMP
 OK0289  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 OK0289
 OK0289  VERT ORDER  -  SECOND    CLASS 0
 OK0289
 OK0289.The horizontal coordinates were scaled from a topographic map and have
 OK0289.an estimated accuracy of +/- 6 seconds.
 OK0289
 OK0289.The orthometric height was determined by differential leveling
 OK0289.and adjusted by the National Geodetic Survey in June 1991..
 OK0289
 OK0289.The geoid height was determined by GEOID03.
 OK0289
 OK0289.The dynamic height is computed by dividing the NAVD 88
 OK0289.geopotential number by the normal gravity value computed on the
 OK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0289.degrees latitude (g = 980.6199 gals.).
 OK0289
 OK0289.The modeled gravity was interpolated from observed gravity values.
 OK0289
 OK0289;                    North         East    Units  Estimated Accuracy
 OK0289;SPC MI S     -   188,800.    3,910,330.      MT  (+/- 180 meters Scaled)
 OK0289
 OK0289                          SUPERSEDED SURVEY CONTROL
 OK0289
 OK0289  NGVD 29 (??/??/92)  275.507  (m)          903.89   (f) ADJ UNCH    2 0
 OK0289
 OK0289.Superseded values are not recommended for survey control.
 OK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0289.See file dsdata.txt to determine how the superseded data were derived.
 OK0289
 OK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN243835(NAD 83)
 OK0289_MARKER: DD = SURVEY DISK
 OK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0289_STAMPING: B 2 1928
 OK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0289+STABILITY: SURFACE MOTION
 OK0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0289+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2003
 OK0289
 OK0289  HISTORY     - Date     Condition        Report By
 OK0289  HISTORY     - UNK      MONUMENTED       USGS
 OK0289  HISTORY     - 1934     GOOD             NGS
 OK0289  HISTORY     - 20030516 GOOD             INDIV
 OK0289  HISTORY     - 20050319 GOOD             USPSQD
 OK0289
 OK0289                          STATION DESCRIPTION
 OK0289
 OK0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0289'1 MI E FROM SHEFFIELD.
 OK0289'1.0 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0289'AT SHEFFIELD, 30 FEET EAST OF THE CENTER OF A GRAVEL-ROAD
 OK0289'CROSSING, 40 FEET NORTH OF THE NORTH RAIL, 12 FEET EAST OF AN
 OK0289'18-INCH ELM TREE, 2 FEET SOUTH OF THE FENCE LINE, AND ABOUT 2
 OK0289'FEET LOWER THAN THE TOP OF RAIL.  A U.S. GEOLOGICAL SURVEY
 OK0289'STANDARD DISK, STAMPED B 2 1928 AND SET IN THE TOP OF A CONCRETE
 OK0289'POST PROJECTING 5 INCHES ABOVE GROUND.
 OK0289
 OK0289                          STATION RECOVERY (2003)
 OK0289
 OK0289'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 OK0289'WITNESSES TO MARK -
 OK0289'W 1/4 COR. SEC. 2, T9N, R10W N00D41M35SW 1277.15' (389.28 M)
 OK0289'ADDRESS POST WSW 72' (21.9 M)      C/L PINE LAKE AVE. WEST 30' (9.1 M)
 OK0289' 
 OK0289'C/L 12 IN. HICKORY WNW 71' (21.6 M)
 OK0289'TOP TELE. BOX NORTH 18' (5.5 M)
 OK0289'C/L 15 IN. POPLAR SOUTH 59' (18.0 M)
 OK0289
 OK0289                          STATION RECOVERY (2005)
 OK0289
 OK0289'RECOVERY NOTE BY US POWER SQUADRON 2005
 OK0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0184 ***********************************************************************
 RJ0184  DESIGNATION -  B 2
 RJ0184  PID         -  RJ0184
 RJ0184  STATE/COUNTY-  MI/CHIPPEWA
 RJ0184  USGS QUAD   -  OAK RIDGE (1976)
 RJ0184
 RJ0184                         *CURRENT SURVEY CONTROL
 RJ0184  ___________________________________________________________________
 RJ0184* NAD 83(1986)-  46 15 36.     (N)    084 11 28.     (W)     SCALED    
 RJ0184* NAVD 88     -       181.556  (meters)     595.65   (feet)  ADJUSTED  
 RJ0184  ___________________________________________________________________
 RJ0184  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0184  DYNAMIC HT  -         181.565 (meters)     595.68  (feet)  COMP
 RJ0184  MODELED GRAV-     980,662.6   (mgal)                       NAVD 88
 RJ0184
 RJ0184  VERT ORDER  -  FIRST     CLASS I
 RJ0184
 RJ0184.The horizontal coordinates were scaled from a topographic map and have
 RJ0184.an estimated accuracy of +/- 6 seconds.
 RJ0184
 RJ0184.The orthometric height was determined by differential leveling
 RJ0184.and adjusted by the National Geodetic Survey in June 1991..
 RJ0184
 RJ0184.The geoid height was determined by GEOID03.
 RJ0184
 RJ0184.The dynamic height is computed by dividing the NAVD 88
 RJ0184.geopotential number by the normal gravity value computed on the
 RJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0184.degrees latitude (g = 980.6199 gals.).
 RJ0184
 RJ0184.The modeled gravity was interpolated from observed gravity values.
 RJ0184
 RJ0184;                    North         East    Units  Estimated Accuracy
 RJ0184;SPC MI N     -   167,960.    8,216,500.      MT  (+/- 180 meters Scaled)
 RJ0184
 RJ0184                          SUPERSEDED SURVEY CONTROL
 RJ0184
 RJ0184  NGVD 29 (??/??/92)  181.537  (m)          595.59   (f) ADJ UNCH    1 1
 RJ0184
 RJ0184.Superseded values are not recommended for survey control.
 RJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0184.See file dsdata.txt to determine how the superseded data were derived.
 RJ0184
 RJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS164267(NAD 83)
 RJ0184_MARKER: Z = SEE DESCRIPTION
 RJ0184_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0184+WITH SETTING: INTO GROUND
 RJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0184+STABILITY: SURFACE MOTION
 RJ0184
 RJ0184  HISTORY     - Date     Condition        Report By
 RJ0184  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0184  HISTORY     - 1969     GOOD             USLS
 RJ0184  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0184
 RJ0184                          STATION DESCRIPTION
 RJ0184
 RJ0184'DESCRIBED BY US LAKE SURVEY 1969
 RJ0184'6 MI SE FROM BARBEAU.
 RJ0184'B2 IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 6 MILES SOUTHEAST
 RJ0184'OF BARBEAU, 2.93 MILES SOUTH OF INTERSECTION OF NEEBISH AND
 RJ0184'RIVER ROADS, 45.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF GRAY
 RJ0184'MAIL BOX, 35.2 FEET EAST OF UTILITY POLE B2-236, 15 FEET SOUTH
 RJ0184'OF CENTERLINE OF DRIVEWAY, 12 FEET EAST OF CENTERLINE OF RIVER
 RJ0184'ROAD, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 RJ0184'ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET LONG.
 RJ0184
 RJ0184                          STATION RECOVERY (1983)
 RJ0184
 RJ0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0143 ***********************************************************************
 NF0143  DESIGNATION -  B 20
 NF0143  PID         -  NF0143
 NF0143  STATE/COUNTY-  MI/WASHTENAW
 NF0143  USGS QUAD   -  CHELSEA (1973)
 NF0143
 NF0143                         *CURRENT SURVEY CONTROL
 NF0143  ___________________________________________________________________
 NF0143* NAD 83(1986)-  42 16 48.     (N)    084 06 58.     (W)     SCALED    
 NF0143* NAVD 88     -       309.328  (meters)    1014.85   (feet)  ADJUSTED  
 NF0143  ___________________________________________________________________
 NF0143  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NF0143  DYNAMIC HT  -         309.222 (meters)    1014.51  (feet)  COMP
 NF0143  MODELED GRAV-     980,271.3   (mgal)                       NAVD 88
 NF0143
 NF0143  VERT ORDER  -  FIRST     CLASS II
 NF0143
 NF0143.The horizontal coordinates were scaled from a topographic map and have
 NF0143.an estimated accuracy of +/- 6 seconds.
 NF0143
 NF0143.The orthometric height was determined by differential leveling
 NF0143.and adjusted by the National Geodetic Survey in June 1991..
 NF0143
 NF0143.The geoid height was determined by GEOID03.
 NF0143
 NF0143.The dynamic height is computed by dividing the NAVD 88
 NF0143.geopotential number by the normal gravity value computed on the
 NF0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0143.degrees latitude (g = 980.6199 gals.).
 NF0143
 NF0143.The modeled gravity was interpolated from observed gravity values.
 NF0143
 NF0143;                    North         East    Units  Estimated Accuracy
 NF0143;SPC MI S     -    86,670.    4,020,670.      MT  (+/- 180 meters Scaled)
 NF0143
 NF0143                          SUPERSEDED SURVEY CONTROL
 NF0143
 NF0143  NGVD 29 (??/??/92)  309.445  (m)         1015.24   (f) ADJ UNCH    1 2
 NF0143
 NF0143.Superseded values are not recommended for survey control.
 NF0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0143.See file dsdata.txt to determine how the superseded data were derived.
 NF0143
 NF0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM377848(NAD 83)
 NF0143_MARKER: DB = BENCH MARK DISK
 NF0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0143_STAMPING: ELEV 1015.237 FT B 20 1916
 NF0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0143+STABILITY: SURFACE MOTION
 NF0143
 NF0143  HISTORY     - Date     Condition        Report By
 NF0143  HISTORY     - 1916     MONUMENTED       CGS
 NF0143  HISTORY     - 1934     GOOD             NGS
 NF0143  HISTORY     - 1973     POOR             USGS
 NF0143  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0143  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NF0143
 NF0143                          STATION DESCRIPTION
 NF0143
 NF0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0143'1.4 MI E FROM FRANCISCO.
 NF0143'IN WASHTENAW COUNTY, 1.4 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0143'RAILROAD FROM THE STATION AT FRANCISCO, JACKSON COUNTY, 0.4
 NF0143'MILE EAST OF A ROAD CROSSING, BETWEEN TWO GATES, AND 42 FEET
 NF0143'NORTH OF THE SOUTH FENCE.  A STANDARD DISK, STAMPED ELEV 1015.237
 NF0143'FT B 20 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0143'8 INCHES ABOVE GROUND.
 NF0143
 NF0143                          STATION RECOVERY (1973)
 NF0143
 NF0143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0143'MARK RECOVERED IN POOR CONDITION.
 NF0143
 NF0143                          STATION RECOVERY (1985)
 NF0143
 NF0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0143'MARK NOT FOUND.
 NF0143
 NF0143                          STATION RECOVERY (1998)
 NF0143
 NF0143'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0277 ***********************************************************************
 QK0277  DESIGNATION -  B 200
 QK0277  PID         -  QK0277
 QK0277  STATE/COUNTY-  MI/MACKINAC
 QK0277  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0277
 QK0277                         *CURRENT SURVEY CONTROL
 QK0277  ___________________________________________________________________
 QK0277* NAD 83(1986)-  45 51 40.     (N)    084 47 22.     (W)     SCALED    
 QK0277* NAVD 88     -       206.146  (meters)     676.33   (feet)  ADJUSTED  
 QK0277  ___________________________________________________________________
 QK0277  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 QK0277  DYNAMIC HT  -         206.154 (meters)     676.36  (feet)  COMP
 QK0277  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 QK0277
 QK0277  VERT ORDER  -  FIRST     CLASS 0
 QK0277
 QK0277.The horizontal coordinates were scaled from a topographic map and have
 QK0277.an estimated accuracy of +/- 6 seconds.
 QK0277
 QK0277.The orthometric height was determined by differential leveling
 QK0277.and adjusted by the National Geodetic Survey in June 1991..
 QK0277
 QK0277.The geoid height was determined by GEOID03.
 QK0277
 QK0277.The dynamic height is computed by dividing the NAVD 88
 QK0277.geopotential number by the normal gravity value computed on the
 QK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0277.degrees latitude (g = 980.6199 gals.).
 QK0277
 QK0277.The modeled gravity was interpolated from observed gravity values.
 QK0277
 QK0277;                    North         East    Units  Estimated Accuracy
 QK0277;SPC MI N     -   122,180.    8,171,630.      MT  (+/- 180 meters Scaled)
 QK0277
 QK0277                          SUPERSEDED SURVEY CONTROL
 QK0277
 QK0277  NGVD 29 (??/??/92)  206.17   (m)          676.4    (f) COMPUTED    1 0
 QK0277
 QK0277.Superseded values are not recommended for survey control.
 QK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0277.See file dsdata.txt to determine how the superseded data were derived.
 QK0277
 QK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR715809(NAD 83)
 QK0277_MARKER: DB = BENCH MARK DISK
 QK0277_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0277_SP_SET: 3.2 FEET
 QK0277_STAMPING: B 200 1972
 QK0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0277
 QK0277  HISTORY     - Date     Condition        Report By
 QK0277  HISTORY     - 1972     MONUMENTED       NGS
 QK0277  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0277
 QK0277                          STATION DESCRIPTION
 QK0277
 QK0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0277'3.2 MI NW FROM ST IGNACE.
 QK0277'ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0277'OVER I 75 AT ST IGNACE, AT THE NORTHWEST EDGE OF A GROUP OF
 QK0277'15 EVERGREEN TREES, 64 FEET SOUTHWEST OF THE CENTER LINE OF
 QK0277'THE HIGHWAY, 6 FEET NORTH-NORTHEAST OF THE NORTH ONE OF THE
 QK0277'GROUP OF TREES, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT
 QK0277'LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 QK0277'COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND PROTECTED
 QK0277'BY A 6 INCH METAL PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL
 QK0277'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 QK0277'3.2 FEET.  2.0 MILES NW MIGHT BE 3.2 MILES NW.
 QK0277
 QK0277                          STATION RECOVERY (1995)
 QK0277
 QK0277'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0389 ***********************************************************************
 RJ0389  DESIGNATION -  B 201
 RJ0389  PID         -  RJ0389
 RJ0389  STATE/COUNTY-  MI/MACKINAC
 RJ0389  USGS QUAD   -  EPOUFETTE (1975)
 RJ0389
 RJ0389                         *CURRENT SURVEY CONTROL
 RJ0389  ___________________________________________________________________
 RJ0389* NAD 83(1986)-  46 03 07.     (N)    085 08 35.     (W)     SCALED    
 RJ0389* NAVD 88     -       227.508  (meters)     746.42   (feet)  ADJUSTED  
 RJ0389  ___________________________________________________________________
 RJ0389  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RJ0389  DYNAMIC HT  -         227.523 (meters)     746.47  (feet)  COMP
 RJ0389  MODELED GRAV-     980,675.9   (mgal)                       NAVD 88
 RJ0389
 RJ0389  VERT ORDER  -  FIRST     CLASS 0
 RJ0389
 RJ0389.The horizontal coordinates were scaled from a topographic map and have
 RJ0389.an estimated accuracy of +/- 6 seconds.
 RJ0389
 RJ0389.The orthometric height was determined by differential leveling
 RJ0389.and adjusted by the National Geodetic Survey in June 1991..
 RJ0389
 RJ0389.The geoid height was determined by GEOID03.
 RJ0389
 RJ0389.The dynamic height is computed by dividing the NAVD 88
 RJ0389.geopotential number by the normal gravity value computed on the
 RJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0389.degrees latitude (g = 980.6199 gals.).
 RJ0389
 RJ0389.The modeled gravity was interpolated from observed gravity values.
 RJ0389
 RJ0389;                    North         East    Units  Estimated Accuracy
 RJ0389;SPC MI N     -   142,680.    8,143,680.      MT  (+/- 180 meters Scaled)
 RJ0389
 RJ0389                          SUPERSEDED SURVEY CONTROL
 RJ0389
 RJ0389  NGVD 29 (??/??/92)  227.548  (m)          746.55   (f) ADJ UNCH    1 0
 RJ0389
 RJ0389.Superseded values are not recommended for survey control.
 RJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0389.See file dsdata.txt to determine how the superseded data were derived.
 RJ0389
 RJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS436014(NAD 83)
 RJ0389_MARKER: DB = BENCH MARK DISK
 RJ0389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0389_SP_SET: 32 FT
 RJ0389_STAMPING: B 201 1972
 RJ0389_MARK LOGO: CGS   
 RJ0389_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0389
 RJ0389  HISTORY     - Date     Condition        Report By
 RJ0389  HISTORY     - 1972     MONUMENTED       NGS
 RJ0389  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0389  HISTORY     - 20000524 GOOD             MIDT
 RJ0389  HISTORY     - 20030606 GOOD             USPSQD
 RJ0389  HISTORY     - 20060830 GOOD             USPSQD
 RJ0389
 RJ0389                          STATION DESCRIPTION
 RJ0389
 RJ0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0389'5.4 MI NW FROM BREVORT.
 RJ0389'ABOUT 5.35 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0389'LUTHERAN CHURCH AT BREVORT, ABOUT 0.1 MILE NORTHWEST OF THE
 RJ0389'NORTHWEST END OF THE CUT RIVER BRIDGE, ABOUT 0.55 MILE
 RJ0389'SOUTHEAST OF THE JUNCTION OF HIAWATHA TRAIL, IN A SMALL STAND
 RJ0389'OF WHITE BIRCH TREES, 63 1/2 FEET SOUTHWEST OF THE CENTER
 RJ0389'LINE OF THE HIGHWAY, 12 1/2 FEET NORTHWEST OF A BIRCH TREE WITH
 RJ0389'3- 4-INCH TRUNKS, 0.5 FOOT NORTHEAST OF A METAL WITNESS POST,
 RJ0389'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A
 RJ0389'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 RJ0389'THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 RJ0389'WAS DRIVEN TO A DEPTH OF 32 FEET.  SECTION 11, T 42 N, R 7 W.
 RJ0389
 RJ0389                          STATION RECOVERY (1995)
 RJ0389
 RJ0389'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0389'MARK NOT FOUND.
 RJ0389
 RJ0389                          STATION RECOVERY (2000)
 RJ0389
 RJ0389'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (LEW)
 RJ0389'STATION B 201 IS LOCATED ON U.S.  HIGHWAY 2, APPROXIMATELY 5.4 MILES
 RJ0389'(8.7 KM) NORTHWEST OF BREVORT, 0.98 MILES (1.58 KM) NORTHWEST OF THE
 RJ0389'NORTHWEST END OF THE CUT RIVER BRIDGE, IN SECTION 11, T42N-R7W.  TO
 RJ0389'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 2 AND HIAWATHA TRAIL IN
 RJ0389'EPOUFETTE, PROCEED SOUTHEASTERLY 0.56 MILES (0.90 KM) ALONG US-2 TO
 RJ0389'STATION LOCATED ON THE RIGHT (SOUTHWEST) SIDE OF THE HIGHWAY, 63.0
 RJ0389'FEET (19.2 M) SOUTHWEST OF EXISTING CENTERLINE OF US-2 AND 0.3 FEET
 RJ0389'(9.1 CM) NORTHWEST OF A METAL WITNESS POST.  STATION IS A U.S.  COAST
 RJ0389'AND GEODETIC SURVEY BENCH MARK DISK SET ON TOP OF A ROD THAT IS FLUSH
 RJ0389'WITH THE GROUND SURFACE AND IS ENCASED IN A 6 INCH DIAMETER METAL PIPE
 RJ0389'THAT PROJECTS 0.5 FEET (15.2 CM) ABOVE THE GROUND SURFACE.
 RJ0389
 RJ0389                          STATION RECOVERY (2003)
 RJ0389
 RJ0389'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0389'RECOVERED IN GOOD CONDITION.
 RJ0389
 RJ0389                          STATION RECOVERY (2006)
 RJ0389
 RJ0389'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0507 ***********************************************************************
 RJ0507  DESIGNATION -  B 202
 RJ0507  PID         -  RJ0507
 RJ0507  STATE/COUNTY-  MI/MACKINAC
 RJ0507  USGS QUAD   -  GOULD CITY (1973)
 RJ0507
 RJ0507                         *CURRENT SURVEY CONTROL
 RJ0507  ___________________________________________________________________
 RJ0507* NAD 83(1986)-  46 06 06.     (N)    085 41 43.     (W)     SCALED    
 RJ0507* NAVD 88     -       226.923  (meters)     744.50   (feet)  ADJUSTED  
 RJ0507  ___________________________________________________________________
 RJ0507  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0507  DYNAMIC HT  -         226.935 (meters)     744.54  (feet)  COMP
 RJ0507  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RJ0507
 RJ0507  VERT ORDER  -  FIRST     CLASS 0
 RJ0507
 RJ0507.The horizontal coordinates were scaled from a topographic map and have
 RJ0507.an estimated accuracy of +/- 6 seconds.
 RJ0507
 RJ0507.The orthometric height was determined by differential leveling
 RJ0507.and adjusted by the National Geodetic Survey in June 1991..
 RJ0507
 RJ0507.The geoid height was determined by GEOID03.
 RJ0507
 RJ0507.The dynamic height is computed by dividing the NAVD 88
 RJ0507.geopotential number by the normal gravity value computed on the
 RJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0507.degrees latitude (g = 980.6199 gals.).
 RJ0507
 RJ0507.The modeled gravity was interpolated from observed gravity values.
 RJ0507
 RJ0507;                    North         East    Units  Estimated Accuracy
 RJ0507;SPC MI N     -   147,360.    8,100,870.      MT  (+/- 180 meters Scaled)
 RJ0507
 RJ0507                          SUPERSEDED SURVEY CONTROL
 RJ0507
 RJ0507  NGVD 29 (??/??/92)  226.961  (m)          744.62   (f) ADJ UNCH    1 0
 RJ0507
 RJ0507.Superseded values are not recommended for survey control.
 RJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0507.See file dsdata.txt to determine how the superseded data were derived.
 RJ0507
 RJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS008061(NAD 83)
 RJ0507_MARKER: DB = BENCH MARK DISK
 RJ0507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0507_SP_SET: 11 1/2 FEET
 RJ0507_STAMPING: B 202 1972
 RJ0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0507
 RJ0507  HISTORY     - Date     Condition        Report By
 RJ0507  HISTORY     - 1972     MONUMENTED       NGS
 RJ0507  HISTORY     - 19950530 GOOD             USPSQD
 RJ0507  HISTORY     - 19950816 GOOD             USPSQD
 RJ0507  HISTORY     - 20010331 GOOD             NGS
 RJ0507  HISTORY     - 20021111 GOOD             USPSQD
 RJ0507  HISTORY     - 20060915 GOOD             USPSQD
 RJ0507
 RJ0507                          STATION DESCRIPTION
 RJ0507
 RJ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0507'0.5 MI N FROM GOULD CITY.
 RJ0507'ABOUT 0.5 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0507'AT GOULD CITY, 0.15 MILE NORTHWEST OF THE INTERSECTION OF U.S.
 RJ0507'HIGHWAY 2, 369 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD,
 RJ0507'148 FEET SOUTH OF THE SOUTHEAST CORNER OF FENCE AROUND THE
 RJ0507'LAKE PIPE LINE COMPANY, INC. PUMPING STATION, 2.5 FEET SOUTH
 RJ0507'OF THE SOUTHEAST PIPE CORNER POST IN CHAIN LINK FENCE AROUND A
 RJ0507'SMALL SUB STATION FOR LAKEHEAD PIPE LINE CO., 226 FEET WEST
 RJ0507'OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 0.8 FOOT WEST
 RJ0507'OF A METAL WITNESS POST, AND IS A DISK ON TOP OF A COPPER COATED
 RJ0507'STEEL ROD PROJECTING 1 INCH AND PROTECTED BY A 6-INCH STEEL
 RJ0507'PIPE WHICH PROJECTS 2 INCHES.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0507'AT A DEPTH OF 11 1/2 FEET.  SEC 20, T 42 N, R 11 W.
 RJ0507
 RJ0507                          STATION RECOVERY (1995)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (1995)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (2001)
 RJ0507
 RJ0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0507
 RJ0507                          STATION RECOVERY (2002)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0507'RECOVERED IN GOOD CONDITION.
 RJ0507
 RJ0507                          STATION RECOVERY (2006)
 RJ0507
 RJ0507'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0035 ***********************************************************************
 QL0035  DESIGNATION -  B 203
 QL0035  PID         -  QL0035
 QL0035  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0035  USGS QUAD   -  GULLIVER (1972)
 QL0035
 QL0035                         *CURRENT SURVEY CONTROL
 QL0035  ___________________________________________________________________
 QL0035* NAD 83(1986)-  45 59 13.     (N)    086 06 52.     (W)     SCALED    
 QL0035* NAVD 88     -       203.172  (meters)     666.57   (feet)  ADJUSTED  
 QL0035  ___________________________________________________________________
 QL0035  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 QL0035  DYNAMIC HT  -         203.179 (meters)     666.60  (feet)  COMP
 QL0035  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 QL0035
 QL0035  VERT ORDER  -  FIRST     CLASS 0
 QL0035
 QL0035.The horizontal coordinates were scaled from a topographic map and have
 QL0035.an estimated accuracy of +/- 6 seconds.
 QL0035
 QL0035.The orthometric height was determined by differential leveling
 QL0035.and adjusted by the National Geodetic Survey in June 1991..
 QL0035
 QL0035.The geoid height was determined by GEOID03.
 QL0035
 QL0035.The dynamic height is computed by dividing the NAVD 88
 QL0035.geopotential number by the normal gravity value computed on the
 QL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0035.degrees latitude (g = 980.6199 gals.).
 QL0035
 QL0035.The modeled gravity was interpolated from observed gravity values.
 QL0035
 QL0035;                    North         East    Units  Estimated Accuracy
 QL0035;SPC MI N     -   134,160.    8,068,610.      MT  (+/- 180 meters Scaled)
 QL0035
 QL0035                          SUPERSEDED SURVEY CONTROL
 QL0035
 QL0035  NGVD 29 (??/??/92)  203.207  (m)          666.69   (f) ADJ UNCH    1 0
 QL0035
 QL0035.Superseded values are not recommended for survey control.
 QL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0035.See file dsdata.txt to determine how the superseded data were derived.
 QL0035
 QL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER685929(NAD 83)
 QL0035_MARKER: DB = BENCH MARK DISK
 QL0035_SETTING: 66 = SET IN ROCK OUTCROP
 QL0035_SP_SET: ROCK OUTCROP
 QL0035_STAMPING: B 203 1972
 QL0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0035+STABILITY: POSITION/ELEVATION WELL
 QL0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0035+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0035
 QL0035  HISTORY     - Date     Condition        Report By
 QL0035  HISTORY     - 1972     MONUMENTED       NGS
 QL0035  HISTORY     - 1979     GOOD             MIDH
 QL0035  HISTORY     - 20010911 GOOD             MIDT
 QL0035  HISTORY     - 20060918 GOOD             USPSQD
 QL0035
 QL0035                          STATION DESCRIPTION
 QL0035
 QL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0035'4.7 MI W FROM GULLIVER.
 QL0035'ABOUT 4.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0035'AT GULLIVER, ABOUT 0.15 MILE EAST OF THE JUNCTION OF COUNTY
 QL0035'ROAD 438 LEADING NORTH, AT THE EAST END OF A SHALLOW ROCK CUT,
 QL0035'56 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 QL0035'NORTHWEST OF A POWER LINE POLE, 16 FEET NORTHEAST OF A TRIPLE
 QL0035'FORKED APPLE TREE, SET IN THE TOP OF A ROCK OUTCROP THAT
 QL0035'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE
 QL0035'THE LEVEL OF THE HIGHWAY.  SECTION 31, T 42N, R14W
 QL0035
 QL0035                          STATION RECOVERY (1979)
 QL0035
 QL0035'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0035'RECOVERED IN GOOD CONDITION.
 QL0035
 QL0035                          STATION RECOVERY (2001)
 QL0035
 QL0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0035'STATION IS S20W, 1.0' OF A CARSONITE WITNESS POST.
 QL0035
 QL0035                          STATION RECOVERY (2006)
 QL0035
 QL0035'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0096 ***********************************************************************
 QL0096  DESIGNATION -  B 204
 QL0096  PID         -  QL0096
 QL0096  STATE/COUNTY-  MI/DELTA
 QL0096  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0096
 QL0096                         *CURRENT SURVEY CONTROL
 QL0096  ___________________________________________________________________
 QL0096* NAD 83(1986)-  45 54 03.     (N)    086 33 59.     (W)     SCALED    
 QL0096* NAVD 88     -       177.794  (meters)     583.31   (feet)  ADJUSTED  
 QL0096  ___________________________________________________________________
 QL0096  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QL0096  DYNAMIC HT  -         177.796 (meters)     583.32  (feet)  COMP
 QL0096  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QL0096
 QL0096  VERT ORDER  -  FIRST     CLASS 0
 QL0096
 QL0096.The horizontal coordinates were scaled from a topographic map and have
 QL0096.an estimated accuracy of +/- 6 seconds.
 QL0096
 QL0096.The orthometric height was determined by differential leveling
 QL0096.and adjusted by the National Geodetic Survey in June 1991..
 QL0096
 QL0096.The geoid height was determined by GEOID03.
 QL0096
 QL0096.The dynamic height is computed by dividing the NAVD 88
 QL0096.geopotential number by the normal gravity value computed on the
 QL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0096.degrees latitude (g = 980.6199 gals.).
 QL0096
 QL0096.The modeled gravity was interpolated from observed gravity values.
 QL0096
 QL0096;                    North         East    Units  Estimated Accuracy
 QL0096;SPC MI N     -   124,300.    8,033,650.      MT  (+/- 180 meters Scaled)
 QL0096
 QL0096                          SUPERSEDED SURVEY CONTROL
 QL0096
 QL0096  NGVD 29 (??/??/92)  177.75   (m)          583.2    (f) COMPUTED    1 0
 QL0096
 QL0096.Superseded values are not recommended for survey control.
 QL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0096.See file dsdata.txt to determine how the superseded data were derived.
 QL0096
 QL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER336831(NAD 83)
 QL0096_MARKER: DB = BENCH MARK DISK
 QL0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0096_SP_SET: BRIDGE SEAT
 QL0096_STAMPING: B 204 1972
 QL0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0096+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0096
 QL0096  HISTORY     - Date     Condition        Report By
 QL0096  HISTORY     - 1972     MONUMENTED       NGS
 QL0096  HISTORY     - 20021113 GOOD             USPSQD
 QL0096  HISTORY     - 20050201 GOOD             MIDT
 QL0096
 QL0096                          STATION DESCRIPTION
 QL0096
 QL0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0096'4.8 MI W FROM COOKS.
 QL0096'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0096'COUNTY ROAD 442 AT COOKS, AT A 51-FOOT LONG CONCRETE HIGHWAY
 QL0096'BRIDGE OVER LITTLE FISHDAM RIVER, 24 FEET SOUTH OF THE CENTER
 QL0096'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST
 QL0096'CONCRETE SEAT OF BRIDGE, 0.8 FOOT NORTHWEST OF THE SOUTH END OF
 QL0096'THE EAST CONCRETE ABUTMENT OF THE BRIDGE AND 3.2 FEET BELOW THE
 QL0096'LEVEL OF THE HIGHWAY.  SECTION 33, T 41 N, R 18 W.
 QL0096
 QL0096                          STATION RECOVERY (2002)
 QL0096
 QL0096'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0096'RECOVERED IN GOOD CONDITION.
 QL0096
 QL0096                          STATION RECOVERY (2005)
 QL0096
 QL0096'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0199 ***********************************************************************
 QL0199  DESIGNATION -  B 205
 QL0199  PID         -  QL0199
 QL0199  STATE/COUNTY-  MI/DELTA
 QL0199  USGS QUAD   -  GLADSTONE (1985)
 QL0199
 QL0199                         *CURRENT SURVEY CONTROL
 QL0199  ___________________________________________________________________
 QL0199* NAD 83(1986)-  45 45 53.     (N)    087 04 06.     (W)     SCALED    
 QL0199* NAVD 88     -       189.453  (meters)     621.56   (feet)  ADJUSTED  
 QL0199  ___________________________________________________________________
 QL0199  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 QL0199  DYNAMIC HT  -         189.453 (meters)     621.56  (feet)  COMP
 QL0199  MODELED GRAV-     980,611.1   (mgal)                       NAVD 88
 QL0199
 QL0199  VERT ORDER  -  FIRST     CLASS 0
 QL0199
 QL0199.The horizontal coordinates were scaled from a topographic map and have
 QL0199.an estimated accuracy of +/- 6 seconds.
 QL0199
 QL0199.The orthometric height was determined by differential leveling
 QL0199.and adjusted by the National Geodetic Survey in June 1991..
 QL0199
 QL0199.The geoid height was determined by GEOID03.
 QL0199
 QL0199.The dynamic height is computed by dividing the NAVD 88
 QL0199.geopotential number by the normal gravity value computed on the
 QL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0199.degrees latitude (g = 980.6199 gals.).
 QL0199
 QL0199.The modeled gravity was interpolated from observed gravity values.
 QL0199
 QL0199;                    North         East    Units  Estimated Accuracy
 QL0199;SPC MI N     -   109,080.    7,994,690.      MT  (+/- 180 meters Scaled)
 QL0199
 QL0199                          SUPERSEDED SURVEY CONTROL
 QL0199
 QL0199  NGVD 29 (??/??/92)  189.46   (m)          621.6    (f) COMPUTED    1 0
 QL0199
 QL0199.Superseded values are not recommended for survey control.
 QL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0199.See file dsdata.txt to determine how the superseded data were derived.
 QL0199
 QL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR946679(NAD 83)
 QL0199_MARKER: DB = BENCH MARK DISK
 QL0199_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0199_SP_SET: 48 FT
 QL0199_STAMPING: B 205 1972
 QL0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0199+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 QL0199
 QL0199  HISTORY     - Date     Condition        Report By
 QL0199  HISTORY     - 1972     MONUMENTED       NGS
 QL0199  HISTORY     - 20021003 GOOD             USPSQD
 QL0199  HISTORY     - 20040910 GOOD             DAVWAN
 QL0199  HISTORY     - 20050912 GOOD             USPSQD
 QL0199  HISTORY     - 20060913 GOOD             USPSQD
 QL0199
 QL0199                          STATION DESCRIPTION
 QL0199
 QL0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0199'2.2 MI N FROM ESCANABA.
 QL0199'ABOUT 0.8 MILE WEST ALONG LUDINGTON STREET FROM THE POST OFFICE
 QL0199'AND THE INTERSECTION OF 6 TH STREET AT ESCANABA, THENCE 0.75
 QL0199'MILE NORTH ALONG STEPHENSON AVENUE, THENCE 0.65 MILE NORTH ALONG
 QL0199'SHERIDAN ROAD, 193 FEET EAST OF THE CENTER LINE OF SHERIDAN
 QL0199'ROAD, 168 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 QL0199'CHICAGO AND NORTHWESTERN RAILROAD, 38 FEET NORTH OF THE EXTENDED
 QL0199'CENTER LINE OF 15 TH AVENUE, 284 FEET SOUTH OF THE SOUTHEAST
 QL0199'CORNER OF A METAL RAILROAD YARD BUILDING, 20 FEET EAST OF THE
 QL0199'CENTER LINE OF A TRACK ROAD, 3 FEET EAST OF A BRACE POLE FOR A
 QL0199'POWER LINE, 0.4 FOOT NORTHEAST OF A METAL WITNESS POST, 7 FEET
 QL0199'ABOVE THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 QL0199'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 QL0199'GROUND AND ENCASED IN A 4 INCH METAL PIPE THAT IS FLUSH WITH THE
 QL0199'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 48 FEET
 QL0199'TO REFUSAL.  SECTION 19, T 39 N, R 22 W.
 QL0199
 QL0199                          STATION RECOVERY (2002)
 QL0199
 QL0199'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2004)
 QL0199
 QL0199'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2005)
 QL0199
 QL0199'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0199'RECOVERED IN GOOD CONDITION.
 QL0199
 QL0199                          STATION RECOVERY (2006)
 QL0199
 QL0199'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0492 ***********************************************************************
 RJ0492  DESIGNATION -  B 206
 RJ0492  PID         -  RJ0492
 RJ0492  STATE/COUNTY-  MI/MACKINAC
 RJ0492  USGS QUAD   -  ENGADINE (1973)
 RJ0492
 RJ0492                         *CURRENT SURVEY CONTROL
 RJ0492  ___________________________________________________________________
 RJ0492* NAD 83(1986)-  46 06 03.     (N)    085 30 50.     (W)     SCALED    
 RJ0492* NAVD 88     -       180.797  (meters)     593.16   (feet)  ADJUSTED  
 RJ0492  ___________________________________________________________________
 RJ0492  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0492  DYNAMIC HT  -         180.807 (meters)     593.20  (feet)  COMP
 RJ0492  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0492
 RJ0492  VERT ORDER  -  FIRST     CLASS 0
 RJ0492
 RJ0492.The horizontal coordinates were scaled from a topographic map and have
 RJ0492.an estimated accuracy of +/- 6 seconds.
 RJ0492
 RJ0492.The orthometric height was determined by differential leveling
 RJ0492.and adjusted by the National Geodetic Survey in June 1991..
 RJ0492
 RJ0492.The geoid height was determined by GEOID03.
 RJ0492
 RJ0492.The dynamic height is computed by dividing the NAVD 88
 RJ0492.geopotential number by the normal gravity value computed on the
 RJ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0492.degrees latitude (g = 980.6199 gals.).
 RJ0492
 RJ0492.The modeled gravity was interpolated from observed gravity values.
 RJ0492
 RJ0492;                    North         East    Units  Estimated Accuracy
 RJ0492;SPC MI N     -   147,510.    8,114,890.      MT  (+/- 180 meters Scaled)
 RJ0492
 RJ0492                          SUPERSEDED SURVEY CONTROL
 RJ0492
 RJ0492  NGVD 29 (??/??/92)  180.836  (m)          593.29   (f) ADJ UNCH    1 0
 RJ0492
 RJ0492.Superseded values are not recommended for survey control.
 RJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0492.See file dsdata.txt to determine how the superseded data were derived.
 RJ0492
 RJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS148063(NAD 83)
 RJ0492_MARKER: DB = BENCH MARK DISK
 RJ0492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0492_SP_SET: 16 FEET
 RJ0492_STAMPING: B 206 1972
 RJ0492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0492+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0492
 RJ0492  HISTORY     - Date     Condition        Report By
 RJ0492  HISTORY     - 1972     MONUMENTED       NGS
 RJ0492  HISTORY     - 19950816 GOOD             USPSQD
 RJ0492  HISTORY     - 20010331 GOOD             NGS
 RJ0492  HISTORY     - 20021111 GOOD             USPSQD
 RJ0492  HISTORY     - 20040417 GOOD             USPSQD
 RJ0492  HISTORY     - 20060915 GOOD             USPSQD
 RJ0492
 RJ0492                          STATION DESCRIPTION
 RJ0492
 RJ0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0492'3.1 MI W FROM NAUBINWAY.
 RJ0492'ABOUT 3.1 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0492'CHURCH AT NAUBINWAY, AT THE JUNCTION OF A NARROW PRIVATE ROAD
 RJ0492'THAT LEADS NORTHEAST THRU A METAL GATE, 76 FEET NORTH OF THE
 RJ0492'CENTER LINE OF THE HIGHWAY, 68 FEET NORTHWEST OF THE NORTH
 RJ0492'END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 15 FEET WEST
 RJ0492'OF THE CENTER OF A METAL GATE, 12 FEET NORTHWEST OF THE CENTER
 RJ0492'LINE OF THE PRIVATE ROAD, 1.1 FEET EAST OF A METAL WITNESS
 RJ0492'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 RJ0492'THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 RJ0492'INCH METAL PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 RJ0492'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  NOTE-- THE
 RJ0492'PRIVATE ROAD MENTIONED IS LOCALLY KNOWN AS GREYLOCK ROAD.
 RJ0492
 RJ0492                          STATION RECOVERY (1995)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2001)
 RJ0492
 RJ0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0492'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0492
 RJ0492                          STATION RECOVERY (2002)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2004)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0492'RECOVERED IN GOOD CONDITION.
 RJ0492
 RJ0492                          STATION RECOVERY (2006)
 RJ0492
 RJ0492'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0231 ***********************************************************************
 QL0231  DESIGNATION -  B 207
 QL0231  PID         -  QL0231
 QL0231  STATE/COUNTY-  MI/DELTA
 QL0231  USGS QUAD   -  FORD RIVER (1985)
 QL0231
 QL0231                         *CURRENT SURVEY CONTROL
 QL0231  ___________________________________________________________________
 QL0231* NAD 83(1986)-  45 37 57.     (N)    087 12 12.     (W)     SCALED    
 QL0231* NAVD 88     -       182.167  (meters)     597.66   (feet)  ADJUSTED  
 QL0231  ___________________________________________________________________
 QL0231  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 QL0231  DYNAMIC HT  -         182.164 (meters)     597.65  (feet)  COMP
 QL0231  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 QL0231
 QL0231  VERT ORDER  -  FIRST     CLASS 0
 QL0231
 QL0231.The horizontal coordinates were scaled from a topographic map and have
 QL0231.an estimated accuracy of +/- 6 seconds.
 QL0231
 QL0231.The orthometric height was determined by differential leveling
 QL0231.and adjusted by the National Geodetic Survey in June 1991..
 QL0231
 QL0231.The geoid height was determined by GEOID03.
 QL0231
 QL0231.The dynamic height is computed by dividing the NAVD 88
 QL0231.geopotential number by the normal gravity value computed on the
 QL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0231.degrees latitude (g = 980.6199 gals.).
 QL0231
 QL0231.The modeled gravity was interpolated from observed gravity values.
 QL0231
 QL0231;                    North         East    Units  Estimated Accuracy
 QL0231;SPC MI N     -    94,400.    7,984,150.      MT  (+/- 180 meters Scaled)
 QL0231
 QL0231                          SUPERSEDED SURVEY CONTROL
 QL0231
 QL0231.No superseded survey control is available for this station.
 QL0231
 QL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR841532(NAD 83)
 QL0231_MARKER: DB = BENCH MARK DISK
 QL0231_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0231_SP_SET: 5.2 FT
 QL0231_STAMPING: B 207 1972
 QL0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0231+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0231
 QL0231  HISTORY     - Date     Condition        Report By
 QL0231  HISTORY     - 1972     MONUMENTED       NGS
 QL0231  HISTORY     - 19960922 GOOD             USPSQD
 QL0231  HISTORY     - 20011025 GOOD             USPSQD
 QL0231  HISTORY     - 20030411 GOOD             USPSQD
 QL0231  HISTORY     - 20040913 GOOD             DAVWAN
 QL0231  HISTORY     - 20060406 GOOD             USPSQD
 QL0231
 QL0231                          STATION DESCRIPTION
 QL0231
 QL0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0231'11 MI SW FROM ESCANABA.
 QL0231'ABOUT 11.0 MILES SOUTHWEST ALONG STATE HIGHWAY 35M FROM THE
 QL0231'JUNCTION OF U.S. HIGHWAY 2 AND 41 AT ESCANABA, ABOUT 0.7 MILE
 QL0231'SOUTHWEST OF A BOX CULVERT UNDER THE HIGHWAY FOR NO SEE UM
 QL0231'CREEK, 78 1/2 FEET WEST OF THE CENTER OF THE INTERSECTION OF
 QL0231'THE HIGHWAY AND COUNTY ROAD A 23 (A GRAVEL ROAD), 57 FEET
 QL0231'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST
 QL0231'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY
 QL0231'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 QL0231'PROTECTED BY A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE
 QL0231'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 QL0231'DEPTH OF 5.2 FEET.  SECTION 1, T37N, R24W.
 QL0231
 QL0231                          STATION RECOVERY (1996)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2001)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2003)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2004)
 QL0231
 QL0231'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0231'RECOVERED IN GOOD CONDITION.
 QL0231
 QL0231                          STATION RECOVERY (2006)
 QL0231
 QL0231'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0321 ***********************************************************************
 QL0321  DESIGNATION -  B 208
 QL0321  PID         -  QL0321
 QL0321  STATE/COUNTY-  MI/MENOMINEE
 QL0321  USGS QUAD   -  BIRCH CREEK (1976)
 QL0321
 QL0321                         *CURRENT SURVEY CONTROL
 QL0321  ___________________________________________________________________
 QL0321* NAD 83(1986)-  45 12 54.     (N)    087 31 21.     (W)     SCALED    
 QL0321* NAVD 88     -       179.679  (meters)     589.50   (feet)  ADJUSTED  
 QL0321  ___________________________________________________________________
 QL0321  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 QL0321  DYNAMIC HT  -         179.662 (meters)     589.44  (feet)  COMP
 QL0321  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 QL0321
 QL0321  VERT ORDER  -  FIRST     CLASS 0
 QL0321
 QL0321.The horizontal coordinates were scaled from a topographic map and have
 QL0321.an estimated accuracy of +/- 6 seconds.
 QL0321
 QL0321.The orthometric height was determined by differential leveling
 QL0321.and adjusted by the National Geodetic Survey in June 1991..
 QL0321
 QL0321.The geoid height was determined by GEOID03.
 QL0321
 QL0321.The dynamic height is computed by dividing the NAVD 88
 QL0321.geopotential number by the normal gravity value computed on the
 QL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0321.degrees latitude (g = 980.6199 gals.).
 QL0321
 QL0321.The modeled gravity was interpolated from observed gravity values.
 QL0321
 QL0321;                    North         East    Units  Estimated Accuracy
 QL0321;SPC MI N     -    48,120.    7,958,950.      MT  (+/- 180 meters Scaled)
 QL0321
 QL0321                          SUPERSEDED SURVEY CONTROL
 QL0321
 QL0321.No superseded survey control is available for this station.
 QL0321
 QL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR589069(NAD 83)
 QL0321_MARKER: DV = VERTICAL CONTROL DISK
 QL0321_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0321_SP_SET: 16 FEET
 QL0321_STAMPING: B 208 1972
 QL0321_MARK LOGO: NGS   
 QL0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0321+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0321
 QL0321  HISTORY     - Date     Condition        Report By
 QL0321  HISTORY     - 1972     MONUMENTED       NGS
 QL0321  HISTORY     - 1990     GOOD             USPSQD
 QL0321  HISTORY     - 19910821 GOOD             USPSQD
 QL0321  HISTORY     - 19940426 GOOD             MIDT
 QL0321  HISTORY     - 19960925 GOOD             USPSQD
 QL0321  HISTORY     - 20011028 GOOD             USPSQD
 QL0321  HISTORY     - 20030423 GOOD             USPSQD
 QL0321  HISTORY     - 20040817 GOOD             WILCOX
 QL0321  HISTORY     - 20060406 GOOD             USPSQD
 QL0321
 QL0321                          STATION DESCRIPTION
 QL0321
 QL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0321'7.5 MI NE FROM MENOMINEE.
 QL0321'ABOUT 7.5 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0321'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, IN THE SMALL VILLAGE
 QL0321'OF INGALLSTON, 97 FEET WEST OF THE CENTER OF THE JUNCTION OF
 QL0321'A GRAVELED DRIVEWAY LEADING SOUTHEAST PAST A LARGE BUILDING
 QL0321'WITH INGALLSTON PAINTED ON THE ROOF, 63 1/2 FEET NORTHWEST OF
 QL0321'THE CENTER LINE OF THE HIGHWAY, 56 FEET WEST OF THE NORTHWEST
 QL0321'END OF AN 18 INCH PIPE CULVERT UNDER THE HIGHWAY, 1.6 FEET
 QL0321'NORTHEAST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF
 QL0321'THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 QL0321'ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4
 QL0321'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 QL0321'DEPTH OF 16 FEET.  SECTION 33, T 33 N, R 26 W.
 QL0321
 QL0321                          STATION RECOVERY (1990)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (1991)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (1994)
 QL0321
 QL0321'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0321'RECOVERED AS DESCRIBED.
 QL0321
 QL0321                          STATION RECOVERY (1996)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2001)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 2001 (RB)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2003)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2004)
 QL0321
 QL0321'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0321'RECOVERED IN GOOD CONDITION.
 QL0321
 QL0321                          STATION RECOVERY (2006)
 QL0321
 QL0321'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0702 ***********************************************************************
 NE0702  DESIGNATION -  B 21
 NE0702  PID         -  NE0702
 NE0702  STATE/COUNTY-  MI/WASHTENAW
 NE0702  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE0702
 NE0702                         *CURRENT SURVEY CONTROL
 NE0702  ___________________________________________________________________
 NE0702* NAD 83(1986)-  42 15 31.     (N)    083 37 55.     (W)     SCALED    
 NE0702* NAVD 88     -       220.562  (meters)     723.63   (feet)  ADJUSTED  
 NE0702  ___________________________________________________________________
 NE0702  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NE0702  DYNAMIC HT  -         220.493 (meters)     723.40  (feet)  COMP
 NE0702  MODELED GRAV-     980,300.0   (mgal)                       NAVD 88
 NE0702
 NE0702  VERT ORDER  -  FIRST     CLASS II
 NE0702
 NE0702.The horizontal coordinates were scaled from a topographic map and have
 NE0702.an estimated accuracy of +/- 6 seconds.
 NE0702
 NE0702.The orthometric height was determined by differential leveling
 NE0702.and adjusted by the National Geodetic Survey in June 1991..
 NE0702
 NE0702.The geoid height was determined by GEOID03.
 NE0702
 NE0702.The dynamic height is computed by dividing the NAVD 88
 NE0702.geopotential number by the normal gravity value computed on the
 NE0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0702.degrees latitude (g = 980.6199 gals.).
 NE0702
 NE0702.The modeled gravity was interpolated from observed gravity values.
 NE0702
 NE0702;                    North         East    Units  Estimated Accuracy
 NE0702;SPC MI S     -    84,530.    4,060,620.      MT  (+/- 180 meters Scaled)
 NE0702
 NE0702                          SUPERSEDED SURVEY CONTROL
 NE0702
 NE0702  NGVD 29 (??/??/92)  220.686  (m)          724.03   (f) ADJ UNCH    1 2
 NE0702
 NE0702.Superseded values are not recommended for survey control.
 NE0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0702.See file dsdata.txt to determine how the superseded data were derived.
 NE0702
 NE0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG829818(NAD 83)
 NE0702_MARKER: Q = CHISELED SQUARE
 NE0702_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0702_SP_SET: BRIDGE
 NE0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0702
 NE0702  HISTORY     - Date     Condition        Report By
 NE0702  HISTORY     - UNK      MONUMENTED       CGS
 NE0702  HISTORY     - 1934     GOOD             NGS
 NE0702  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0702
 NE0702                          STATION DESCRIPTION
 NE0702
 NE0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0702'1.7 MI W FROM YPSILANTI.
 NE0702'1.7 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0702'AT YPSILANTI, WASHTENAW COUNTY, AT THE RAILROAD BRIDGE OVER HURON
 NE0702'RIVER, AND ON THE NORTH END OF THE EAST ABUTMENT.  A CHISELED
 NE0702'SQUARE, NEAR THE LETTERS US.
 NE0702
 NE0702                          STATION RECOVERY (1985)
 NE0702
 NE0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0168 ***********************************************************************
 RK0168  DESIGNATION -  B 22
 RK0168  PID         -  RK0168
 RK0168  STATE/COUNTY-  MI/MARQUETTE
 RK0168  USGS QUAD   -  SANDS (1975)
 RK0168
 RK0168                         *CURRENT SURVEY CONTROL
 RK0168  ___________________________________________________________________
 RK0168* NAD 83(1986)-  46 26 41.     (N)    087 28 59.     (W)     SCALED    
 RK0168* NAVD 88     -       372.919  (meters)    1223.49   (feet)  POSTED    
 RK0168  ___________________________________________________________________
 RK0168  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 RK0168  DYNAMIC HT  -         372.940 (meters)    1223.55  (feet)  COMP
 RK0168  MODELED GRAV-     980,653.7   (mgal)                       NAVD 88
 RK0168
 RK0168  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RK0168
 RK0168.The horizontal coordinates were scaled from a topographic map and have
 RK0168.an estimated accuracy of +/- 6 seconds.
 RK0168
 RK0168.The orthometric height was determined by differential leveling
 RK0168.and adjusted by the National Geodetic Survey in 1992..
 RK0168.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RK0168.rate of 4.1 thru 8.0 mm/km.
 RK0168
 RK0168.The geoid height was determined by GEOID03.
 RK0168
 RK0168.The dynamic height is computed by dividing the NAVD 88
 RK0168.geopotential number by the normal gravity value computed on the
 RK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0168.degrees latitude (g = 980.6199 gals.).
 RK0168
 RK0168.The modeled gravity was interpolated from observed gravity values.
 RK0168
 RK0168;                    North         East    Units  Estimated Accuracy
 RK0168;SPC MI N     -   184,770.    7,962,890.      MT  (+/- 180 meters Scaled)
 RK0168
 RK0168                          SUPERSEDED SURVEY CONTROL
 RK0168
 RK0168  NGVD 29 (??/??/92)  372.818  (m)         1223.15   (f) ADJ UNCH    1 2
 RK0168
 RK0168.Superseded values are not recommended for survey control.
 RK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0168.See file dsdata.txt to determine how the superseded data were derived.
 RK0168
 RK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS628435(NAD 83)
 RK0168_MARKER: DB = BENCH MARK DISK
 RK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0168_STAMPING: ELEV 1223.154 FT B 22 1917
 RK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0168+STABILITY: SURFACE MOTION
 RK0168
 RK0168  HISTORY     - Date     Condition        Report By
 RK0168  HISTORY     - 1917     MONUMENTED       CGS
 RK0168  HISTORY     - 1934     GOOD             NGS
 RK0168
 RK0168                          STATION DESCRIPTION
 RK0168
 RK0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0168'AT CASCADE JUNCTION.
 RK0168'AT CASCADE JUNCTION, MARQUETTE COUNTY, ON THE CHICAGO AND NORTH
 RK0168'WESTERN RAILWAY, 100 YARDS SOUTHEAST OF THE ABANDONED STATION,
 RK0168'AT A RAILROAD JUNCTION, 12-1/2 31-FOOT RAILS SOUTHEAST OF THE
 RK0168'FROG, 52 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK,
 RK0168'AND 8 FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 RK0168'ELEV. 1223.154 FT. B 22 1917 AND SET IN THE TOP OF A CONCRETE
 RK0168'POST PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0453 ***********************************************************************
 RM0453  DESIGNATION -  B 233
 RM0453  PID         -  RM0453
 RM0453  STATE/COUNTY-  MI/GOGEBIC
 RM0453  USGS QUAD   -  IRONWOOD (1981)
 RM0453
 RM0453                         *CURRENT SURVEY CONTROL
 RM0453  ___________________________________________________________________
 RM0453* NAD 83(1986)-  46 27 17.     (N)    090 10 16.     (W)     SCALED    
 RM0453* NAVD 88     -       458.566  (meters)    1504.48   (feet)  ADJUSTED  
 RM0453  ___________________________________________________________________
 RM0453  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0453  DYNAMIC HT  -         458.585 (meters)    1504.54  (feet)  COMP
 RM0453  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 RM0453
 RM0453  VERT ORDER  -  FIRST     CLASS II
 RM0453
 RM0453.The horizontal coordinates were scaled from a topographic map and have
 RM0453.an estimated accuracy of +/- 6 seconds.
 RM0453
 RM0453.The orthometric height was determined by differential leveling
 RM0453.and adjusted by the National Geodetic Survey in June 1991..
 RM0453
 RM0453.The geoid height was determined by GEOID03.
 RM0453
 RM0453.The dynamic height is computed by dividing the NAVD 88
 RM0453.geopotential number by the normal gravity value computed on the
 RM0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0453.degrees latitude (g = 980.6199 gals.).
 RM0453
 RM0453.The modeled gravity was interpolated from observed gravity values.
 RM0453
 RM0453;                    North         East    Units  Estimated Accuracy
 RM0453;SPC MI N     -   190,640.    7,756,460.      MT  (+/- 180 meters Scaled)
 RM0453
 RM0453                          SUPERSEDED SURVEY CONTROL
 RM0453
 RM0453.No superseded survey control is available for this station.
 RM0453
 RM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM172484(NAD 83)
 RM0453_MARKER: DV = VERTICAL CONTROL DISK
 RM0453_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RM0453_SP_SET: LEDGE
 RM0453_STAMPING: B 233 1978
 RM0453_MARK LOGO: NGS   
 RM0453_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RM0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0453+STABILITY: SURFACE MOTION
 RM0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0453+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0453
 RM0453  HISTORY     - Date     Condition        Report By
 RM0453  HISTORY     - 1978     MONUMENTED       NGS
 RM0453  HISTORY     - 1982     GOOD             NGS
 RM0453  HISTORY     - 1982     GOOD             NGS
 RM0453  HISTORY     - 1985     GOOD             NGS
 RM0453  HISTORY     - 1987     GOOD             USPSQD
 RM0453  HISTORY     - 19970630 GOOD             MIDT
 RM0453  HISTORY     - 20030502 GOOD             USPSQD
 RM0453  HISTORY     - 20040801 GOOD             USPSQD
 RM0453
 RM0453                          STATION DESCRIPTION
 RM0453
 RM0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0453'IN IRONWOOD.
 RM0453'IN IRONWOOD, SET IN A STONE LEDGE ALONG THE SOUTHEAST FACE OF THE
 RM0453'IRONWOOD POST OFFICE ON EAST AYER STREET BETWEEN SUFFOLK STREET AND
 RM0453'LOWELL STREET, 11.7 METERS (38.5 FT) NORTHWEST OF THE CENTERLINE OF
 RM0453'EAST AYER STREET, 3.8 METERS (12.5 FT) SOUTHWEST OF THE EXTENDED
 RM0453'CENTER OF THE MAIN ENTRANCE, AND IN THE APPROXIMATE CENTER OF THE
 RM0453'FIRST WINDOW SOUTHWEST OF THE MAIN ENTRANCE.
 RM0453'THE MARK IS 0.9 M ABOVE STREET.
 RM0453
 RM0453                          STATION RECOVERY (1982)
 RM0453
 RM0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (1985)
 RM0453
 RM0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (1987)
 RM0453
 RM0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0453'RECOVERED IN GOOD CONDITION.
 RM0453
 RM0453                          STATION RECOVERY (1997)
 RM0453
 RM0453'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0453'RECOVERED AS DESCRIBED.
 RM0453
 RM0453                          STATION RECOVERY (2003)
 RM0453
 RM0453'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0453'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ON THE WINDOW LEDGE
 RM0453'BETWEEN THE BUILDING AND THE BASE OF THE WESTERN STAIRS LEADING TO THE
 RM0453'SOUTH ENTRANCE.  THE BUILDING MAY OBSTRUCT SATELLITE OBSERVATIONS.
 RM0453
 RM0453                          STATION RECOVERY (2004)
 RM0453
 RM0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0862 ***********************************************************************
 MC0862  DESIGNATION -  B 234
 MC0862  PID         -  MC0862
 MC0862  STATE/COUNTY-  MI/MONROE
 MC0862  USGS QUAD   -  MONROE (1979)
 MC0862
 MC0862                         *CURRENT SURVEY CONTROL
 MC0862  ___________________________________________________________________
 MC0862* NAD 83(1986)-  41 54 30.     (N)    083 22 49.     (W)     SCALED    
 MC0862* NAVD 88     -       175.663  (meters)     576.32   (feet)  ADJUSTED  
 MC0862  ___________________________________________________________________
 MC0862  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 MC0862  DYNAMIC HT  -         175.600 (meters)     576.11  (feet)  COMP
 MC0862  MODELED GRAV-     980,259.0   (mgal)                       NAVD 88
 MC0862
 MC0862  VERT ORDER  -  FIRST     CLASS II
 MC0862
 MC0862.The horizontal coordinates were scaled from a topographic map and have
 MC0862.an estimated accuracy of +/- 6 seconds.
 MC0862
 MC0862.The orthometric height was determined by differential leveling
 MC0862.and adjusted by the National Geodetic Survey in June 1991..
 MC0862
 MC0862.The geoid height was determined by GEOID03.
 MC0862
 MC0862.The dynamic height is computed by dividing the NAVD 88
 MC0862.geopotential number by the normal gravity value computed on the
 MC0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0862.degrees latitude (g = 980.6199 gals.).
 MC0862
 MC0862.The modeled gravity was interpolated from observed gravity values.
 MC0862
 MC0862;                    North         East    Units  Estimated Accuracy
 MC0862;SPC MI S     -    45,840.    4,081,840.      MT  (+/- 180 meters Scaled)
 MC0862
 MC0862                          SUPERSEDED SURVEY CONTROL
 MC0862
 MC0862  NGVD 29 (??/??/92)  175.831  (m)          576.87   (f) ADJ UNCH    1 2
 MC0862
 MC0862.Superseded values are not recommended for survey control.
 MC0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0862.See file dsdata.txt to determine how the superseded data were derived.
 MC0862
 MC0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG025423(NAD 83)
 MC0862_MARKER: I = METAL ROD
 MC0862_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0862_SP_SET: STAINLESS STEEL ROD
 MC0862_STAMPING: B 234 1980
 MC0862_PROJECTION: RECESSED 8 CENTIMETERS
 MC0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0862_ROD/PIPE-DEPTH: 9.8  meters
 MC0862
 MC0862  HISTORY     - Date     Condition        Report By
 MC0862  HISTORY     - 1980     MONUMENTED       NGS
 MC0862
 MC0862                          STATION DESCRIPTION
 MC0862
 MC0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0862'IN MONROE.
 MC0862'IN MONROE, 0.24 KILOMETER (0.15 MILE) SOUTHEAST ALONG EAST FRONT
 MC0862'STREET FROM THE JUNCTION OF THE DETROIT AND TOLEDO SHORE LINE
 MC0862'RAILROAD, 0.08 KILOMETER (0.05 MILE) NORTHWEST OF THE JUNCTION
 MC0862'OF LINK STREET, SET DIRECTLY ACROSS FRONT STREET FROM HOUSE NUMBER
 MC0862'1325. 10 METERS (33 FEET) SOUTHWEST OF THE CENTER OF FRONT STEET,
 MC0862'18.6 METERS (61 FEET) NORTHWEST OF THE CORNER OF A 7-FOOT CHAIN LINK
 MC0862'FENCE AROUND PARKING AREA, 8.35 METERS (27.5 FEET) SOUTHEAST OF THE
 MC0862'SOUTHEAST GATE POST AT THE ENTRANCE TO THE PARKING AREA, 1.6 METERS
 MC0862'5.3 FEET) SOUTHWEST OF A POWER POLE WITH TWO HIGH VOLTAGE POWER
 MC0862'LINES GOING INTO THE GROUND, 0.45 METERS (1.5 FEET) NORTHEAST OF
 MC0862'THE CHAIN LINK FENCE.
 MC0862'41
 MC0862'THE MARK IS ABOVE LEVEL WITH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0890 ***********************************************************************
 NE0890  DESIGNATION -  B 235
 NE0890  PID         -  NE0890
 NE0890  STATE/COUNTY-  MI/WAYNE
 NE0890  USGS QUAD   -  GROSSE POINTE (1983)
 NE0890
 NE0890                         *CURRENT SURVEY CONTROL
 NE0890  ___________________________________________________________________
 NE0890* NAD 83(1986)-  42 23 03.     (N)    082 54 25.     (W)     SCALED    
 NE0890* NAVD 88     -       178.583  (meters)     585.90   (feet)  ADJUSTED  
 NE0890  ___________________________________________________________________
 NE0890  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0890  DYNAMIC HT  -         178.531 (meters)     585.73  (feet)  COMP
 NE0890  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 NE0890
 NE0890  VERT ORDER  -  FIRST     CLASS II
 NE0890
 NE0890.The horizontal coordinates were scaled from a topographic map and have
 NE0890.an estimated accuracy of +/- 6 seconds.
 NE0890
 NE0890.The orthometric height was determined by differential leveling
 NE0890.and adjusted by the National Geodetic Survey in June 1991..
 NE0890
 NE0890.The geoid height was determined by GEOID03.
 NE0890
 NE0890.The dynamic height is computed by dividing the NAVD 88
 NE0890.geopotential number by the normal gravity value computed on the
 NE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0890.degrees latitude (g = 980.6199 gals.).
 NE0890
 NE0890.The modeled gravity was interpolated from observed gravity values.
 NE0890
 NE0890;                    North         East    Units  Estimated Accuracy
 NE0890;SPC MI S     -    99,250.    4,120,200.      MT  (+/- 180 meters Scaled)
 NE0890
 NE0890                          SUPERSEDED SURVEY CONTROL
 NE0890
 NE0890  NGVD 29 (??/??/??)  178.738  (m)          586.41   (f) ADJUSTED    1 2
 NE0890
 NE0890.Superseded values are not recommended for survey control.
 NE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0890.See file dsdata.txt to determine how the superseded data were derived.
 NE0890
 NE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG430941(NAD 83)
 NE0890_MARKER: I = METAL ROD
 NE0890_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0890_SP_SET: STAINLESS STEEL ROD
 NE0890_STAMPING: B 235 1980
 NE0890_PROJECTION: RECESSED 8 CENTIMETERS
 NE0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0890_ROD/PIPE-DEPTH: 6.1  meters
 NE0890
 NE0890  HISTORY     - Date     Condition        Report By
 NE0890  HISTORY     - 1980     MONUMENTED       NGS
 NE0890
 NE0890                          STATION DESCRIPTION
 NE0890
 NE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0890'IN GROSSE POINT  PARK.
 NE0890'IN GROSSE POINTE, AT THE JUNCTION OF JEFFERSON AVENUE AND LAKELAND
 NE0890'STREET, AT THE NOUTHEAST END OF A BRICK WALL IN FRONT OF A THREE
 NE0890'STORY BRICK HOUSE, 7.35 METERS (24.2 FEET) NORTHWEST OF THE NORTH
 NE0890'WEST CURB OF JEFFERSON 5.85 METERS (19.2 FEET) SOUTHWEST OF THE
 NE0890'SOUTHWEST CURB OF LAKELAND 6.5 METERS (21.3 FEET) WEST OF A FIRE
 NE0890'HYDRANT 1.05 METERS (3.5 FEET) SOUTHWEST OF THE SOUTHWEST EDGE OF
 NE0890'THE SIDEWALK RUNNING PARALLEL TO LAKELAND 0.5 METERS (1.8 FEET)
 NE0890'SOUTHWEST OF THE SOUTHWEST FACE OF THE BRICK PILLAR ON THE NORTH
 NE0890'EAST END OF THE BRICK WALL.
 NE0890'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0912 ***********************************************************************
 NE0912  DESIGNATION -  B 236
 NE0912  PID         -  NE0912
 NE0912  STATE/COUNTY-  MI/MACOMB
 NE0912  USGS QUAD   -  NEW HAVEN (1983)
 NE0912
 NE0912                         *CURRENT SURVEY CONTROL
 NE0912  ___________________________________________________________________
 NE0912* NAD 83(1986)-  42 39 20.     (N)    082 47 59.     (W)     SCALED    
 NE0912* NAVD 88     -       176.211  (meters)     578.12   (feet)  ADJUSTED  
 NE0912  ___________________________________________________________________
 NE0912  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE0912  DYNAMIC HT  -         176.161 (meters)     577.95  (feet)  COMP
 NE0912  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 NE0912
 NE0912  VERT ORDER  -  FIRST     CLASS II
 NE0912
 NE0912.The horizontal coordinates were scaled from a topographic map and have
 NE0912.an estimated accuracy of +/- 6 seconds.
 NE0912
 NE0912.The orthometric height was determined by differential leveling
 NE0912.and adjusted by the National Geodetic Survey in June 1991..
 NE0912
 NE0912.The geoid height was determined by GEOID03.
 NE0912
 NE0912.The dynamic height is computed by dividing the NAVD 88
 NE0912.geopotential number by the normal gravity value computed on the
 NE0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0912.degrees latitude (g = 980.6199 gals.).
 NE0912
 NE0912.The modeled gravity was interpolated from observed gravity values.
 NE0912
 NE0912;                    North         East    Units  Estimated Accuracy
 NE0912;SPC MI S     -   129,550.    4,128,460.      MT  (+/- 180 meters Scaled)
 NE0912
 NE0912                          SUPERSEDED SURVEY CONTROL
 NE0912
 NE0912  NGVD 29 (??/??/??)  176.338  (m)          578.54   (f) ADJUSTED    1 2
 NE0912
 NE0912.Superseded values are not recommended for survey control.
 NE0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0912.See file dsdata.txt to determine how the superseded data were derived.
 NE0912
 NE0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH524241(NAD 83)
 NE0912_MARKER: I = METAL ROD
 NE0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0912_SP_SET: STAINLESS STEEL ROD
 NE0912_STAMPING: B 236 1980
 NE0912_PROJECTION: RECESSED 10 CENTIMETERS
 NE0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0912_ROD/PIPE-DEPTH: 13.7 meters
 NE0912
 NE0912  HISTORY     - Date     Condition        Report By
 NE0912  HISTORY     - 1980     MONUMENTED       NGS
 NE0912  HISTORY     - 19910713 GOOD             USPSQD
 NE0912  HISTORY     - 19950521 GOOD             USPSQD
 NE0912  HISTORY     - 20010331 GOOD             NGS
 NE0912  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE0912
 NE0912                          STATION DESCRIPTION
 NE0912
 NE0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0912'IN ANCHOR BAY HARBOR.
 NE0912'IN ANCHOR BAY HARBOR, AT THE JUNCTION OF BOOK COURT AND JEFFERSON
 NE0912'AVENUE, 2.1 KILOMETER (1.3 MILES) NORTHEAST OF THE JUNCTION OF
 NE0912'21 MILE ROAD, SET NORTHWEST OF THE NORTHWEST CORNER OF THE FIRST
 NE0912'HOUSE WEST OF THE JUNCTION NUMBER 47993 ( A SINGLE STORY HOUSE WITH
 NE0912'YELLOW ALUMINUM SIDING), 48.5 METERS (159.0 FEET) NORTH OF THE
 NE0912'CENTER LINE OF JEFFERSON AVENUE, 12.3 METERS (39.5 FEET) SOUTHWEST
 NE0912'OF THE SOUTHWEST CORNER OF THE GARAGE, 6.8 METERS (22.3 FEET) WEST
 NE0912'OF THE WEST FACE OF THE CONCRETE BLOCK PORCH OF THE ENTRANCE TO
 NE0912'THE REAR OF THE HOUSE, 0.42 METER (1.4 FEET) NORTHWEST OF THE
 NE0912'NORTHWEST CORNER OF THE HOUSE.
 NE0912'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0912
 NE0912                          STATION RECOVERY (1991)
 NE0912
 NE0912'RECOVERY NOTE BY US POWER SQUADRON 1991 (DDH)
 NE0912'RECOVERED IN GOOD CONDITION.
 NE0912
 NE0912                          STATION RECOVERY (1995)
 NE0912
 NE0912'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0912'RECOVERED IN GOOD CONDITION.
 NE0912
 NE0912                          STATION RECOVERY (2001)
 NE0912
 NE0912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0912'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0912
 NE0912                          STATION RECOVERY (2003)
 NE0912
 NE0912'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0958 ***********************************************************************
 NE0958  DESIGNATION -  B 237
 NE0958  PID         -  NE0958
 NE0958  STATE/COUNTY-  MI/ST CLAIR
 NE0958  USGS QUAD   -  PORT HURON (1991)
 NE0958
 NE0958                         *CURRENT SURVEY CONTROL
 NE0958  ___________________________________________________________________
 NE0958* NAD 83(1986)-  42 59 58.     (N)    082 26 06.     (W)     SCALED    
 NE0958* NAVD 88     -       182.376  (meters)     598.35   (feet)  ADJUSTED  
 NE0958  ___________________________________________________________________
 NE0958  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0958  DYNAMIC HT  -         182.331 (meters)     598.20  (feet)  COMP
 NE0958  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 NE0958
 NE0958  VERT ORDER  -  FIRST     CLASS II
 NE0958
 NE0958.The horizontal coordinates were scaled from a topographic map and have
 NE0958.an estimated accuracy of +/- 6 seconds.
 NE0958
 NE0958.The orthometric height was determined by differential leveling
 NE0958.and adjusted by the National Geodetic Survey in June 1991..
 NE0958
 NE0958.The geoid height was determined by GEOID03.
 NE0958
 NE0958.The dynamic height is computed by dividing the NAVD 88
 NE0958.geopotential number by the normal gravity value computed on the
 NE0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0958.degrees latitude (g = 980.6199 gals.).
 NE0958
 NE0958.The modeled gravity was interpolated from observed gravity values.
 NE0958
 NE0958;                    North         East    Units  Estimated Accuracy
 NE0958;SPC MI S     -   168,360.    4,157,480.      MT  (+/- 180 meters Scaled)
 NE0958
 NE0958                          SUPERSEDED SURVEY CONTROL
 NE0958
 NE0958  NGVD 29 (??/??/??)  182.492  (m)          598.73   (f) ADJUSTED    1 2
 NE0958
 NE0958.Superseded values are not recommended for survey control.
 NE0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0958.See file dsdata.txt to determine how the superseded data were derived.
 NE0958
 NE0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH830617(NAD 83)
 NE0958_MARKER: DB = BENCH MARK DISK
 NE0958_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0958_SP_SET: WALL
 NE0958_STAMPING: B 237 1980
 NE0958_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0958+STABILITY: POSITION/ELEVATION WELL
 NE0958
 NE0958  HISTORY     - Date     Condition        Report By
 NE0958  HISTORY     - 1980     MONUMENTED       NGS
 NE0958  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0958  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0958
 NE0958                          STATION DESCRIPTION
 NE0958
 NE0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0958'IN PORT HURON.
 NE0958'IN PORT HURON, AT THE JUNCTION OF 10 TH AVENUE AND ELMWOOD STREET, SET
 NE0958'VERTICALLY IN THE NORTH FACE NEAR THE NORTHEAST CORNER OF THE U.S.
 NE0958'CUSTOMS BUILDING NEAR THE WEST END OF THE BLUEWATER BRIDGE, 9.25
 NE0958'METERS (30.3 FEET) SOUTH OF THE SOUTH CURB OF ELMWOOD STREET, 12.9
 NE0958'METERS (42.3 FEET) WEST OF THE WEST CURB OF 10 TH AVENUE, AND 1.0
 NE0958'METER (3.3 FEET) WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 NE0958'THE MARK IS 0.91 M ABOVE GROUND.
 NE0958
 NE0958                          STATION RECOVERY (1994)
 NE0958
 NE0958'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0958'MARK NOT FOUND.
 NE0958
 NE0958                          STATION RECOVERY (1997)
 NE0958
 NE0958'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0958'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0609 ***********************************************************************
 OJ0609  DESIGNATION -  B 238
 OJ0609  PID         -  OJ0609
 OJ0609  STATE/COUNTY-  MI/SANILAC
 OJ0609  USGS QUAD   -  CROSWELL (1976)
 OJ0609
 OJ0609                         *CURRENT SURVEY CONTROL
 OJ0609  ___________________________________________________________________
 OJ0609* NAD 83(1986)-  43 17 35.     (N)    082 31 55.     (W)     SCALED    
 OJ0609* NAVD 88     -       187.635  (meters)     615.60   (feet)  ADJUSTED  
 OJ0609  ___________________________________________________________________
 OJ0609  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0609  DYNAMIC HT  -         187.597 (meters)     615.47  (feet)  COMP
 OJ0609  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 OJ0609  OBS GRAVITY -     980,406.2   (mgal)                       GRAV_OBS
 OJ0609
 OJ0609  VERT ORDER  -  FIRST     CLASS II
 OJ0609
 OJ0609.The horizontal coordinates were scaled from a topographic map and have
 OJ0609.an estimated accuracy of +/- 6 seconds.
 OJ0609
 OJ0609.The orthometric height was determined by differential leveling
 OJ0609.and adjusted by the National Geodetic Survey in June 1991..
 OJ0609
 OJ0609.The geoid height was determined by GEOID03.
 OJ0609
 OJ0609.The dynamic height is computed by dividing the NAVD 88
 OJ0609.geopotential number by the normal gravity value computed on the
 OJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0609.degrees latitude (g = 980.6199 gals.).
 OJ0609
 OJ0609.The modeled gravity was interpolated from observed gravity values.
 OJ0609.The observed gravity was obtained from relative gravimeter ties
 OJ0609.to the IGSN71 gravity network.
 OJ0609
 OJ0609;                    North         East    Units  Estimated Accuracy
 OJ0609;SPC MI S     -   200,790.    4,148,870.      MT  (+/- 180 meters Scaled)
 OJ0609
 OJ0609                          SUPERSEDED SURVEY CONTROL
 OJ0609
 OJ0609  NGVD 29 (??/??/??)  187.751  (m)          615.98   (f) ADJUSTED    1 2
 OJ0609
 OJ0609.Superseded values are not recommended for survey control.
 OJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0609.See file dsdata.txt to determine how the superseded data were derived.
 OJ0609
 OJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757944(NAD 83)
 OJ0609_MARKER: I = METAL ROD
 OJ0609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0609_SP_SET: STAINLESS STEEL ROD
 OJ0609_STAMPING: B 238 1980
 OJ0609_PROJECTION: FLUSH
 OJ0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0609_ROD/PIPE-DEPTH: 4.6  meters
 OJ0609
 OJ0609  HISTORY     - Date     Condition        Report By
 OJ0609  HISTORY     - 1980     MONUMENTED       NGS
 OJ0609  HISTORY     - 19940728 GOOD             USPSQD
 OJ0609
 OJ0609                          STATION DESCRIPTION
 OJ0609
 OJ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0609'2.7 KM NORTH FROM LEXINGTON.
 OJ0609'2.7 KILOMETERS (1.7 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0609'JUNCTION OF STATE HIGHWAY 25 AND HURON AVENUE IN LEXINGTON SET
 OJ0609'NEAR THE ENTRANCE DRIVE TO HOUSE NUMBER 4655. 26.77 METERS (87.8
 OJ0609'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 4.57 METERS (15.0
 OJ0609'FEET) SOUTH OF THE CENTER OF THE DRIVE, 0.70 METER (2.3 FEET)WEST
 OJ0609'OF UTILITY POLE NUMBER DE0540G6.
 OJ0609'THE MARK IS 0.1 M BELOW GROUND.
 OJ0609
 OJ0609                          STATION RECOVERY (1994)
 OJ0609
 OJ0609'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0636 ***********************************************************************
 OJ0636  DESIGNATION -  B 239
 OJ0636  PID         -  OJ0636
 OJ0636  STATE/COUNTY-  MI/HURON
 OJ0636  USGS QUAD   -  FORESTVILLE (1963)
 OJ0636
 OJ0636                         *CURRENT SURVEY CONTROL
 OJ0636  ___________________________________________________________________
 OJ0636* NAD 83(1986)-  43 43 46.     (N)    082 36 43.     (W)     SCALED    
 OJ0636* NAVD 88     -       179.298  (meters)     588.25   (feet)  ADJUSTED  
 OJ0636  ___________________________________________________________________
 OJ0636  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OJ0636  DYNAMIC HT  -         179.265 (meters)     588.14  (feet)  COMP
 OJ0636  MODELED GRAV-     980,430.3   (mgal)                       NAVD 88
 OJ0636
 OJ0636  VERT ORDER  -  FIRST     CLASS II
 OJ0636
 OJ0636.The horizontal coordinates were scaled from a topographic map and have
 OJ0636.an estimated accuracy of +/- 6 seconds.
 OJ0636
 OJ0636.The orthometric height was determined by differential leveling
 OJ0636.and adjusted by the National Geodetic Survey in June 1991..
 OJ0636
 OJ0636.The geoid height was determined by GEOID03.
 OJ0636
 OJ0636.The dynamic height is computed by dividing the NAVD 88
 OJ0636.geopotential number by the normal gravity value computed on the
 OJ0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0636.degrees latitude (g = 980.6199 gals.).
 OJ0636
 OJ0636.The modeled gravity was interpolated from observed gravity values.
 OJ0636
 OJ0636;                    North         East    Units  Estimated Accuracy
 OJ0636;SPC MI S     -   249,130.    4,141,370.      MT  (+/- 180 meters Scaled)
 OJ0636
 OJ0636                          SUPERSEDED SURVEY CONTROL
 OJ0636
 OJ0636  NGVD 29 (??/??/??)  179.407  (m)          588.60   (f) ADJUSTED    1 2
 OJ0636
 OJ0636.Superseded values are not recommended for survey control.
 OJ0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0636.See file dsdata.txt to determine how the superseded data were derived.
 OJ0636
 OJ0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ701430(NAD 83)
 OJ0636_MARKER: DB = BENCH MARK DISK
 OJ0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0636_SP_SET: ABUTMENT
 OJ0636_STAMPING: B 239 1980
 OJ0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0636
 OJ0636  HISTORY     - Date     Condition        Report By
 OJ0636  HISTORY     - 1980     MONUMENTED       NGS
 OJ0636  HISTORY     - 19991211 GOOD             USPSQD
 OJ0636
 OJ0636                          STATION DESCRIPTION
 OJ0636
 OJ0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0636'7.7 KM NORTH FROM FORESTVILLE.
 OJ0636'7.7 KILOMETERS (4.8 FEET) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0636'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET IN THE EAST END OF
 OJ0636'THE NORTH ABUTMENT OF THE BRIDGE OVER WHITE RIVER. 9.91 METERS
 OJ0636'(23.5 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 0.21 METER
 OJ0636'(0.7 FOOT) WEST OF THE EAST END OF THE NORTH ABUTMENT, 0.21 METER
 OJ0636'(0.7 FOOT) NORTH OF THE SOUTH END OF THE NORTH ABUTMENT.
 OJ0636'THE MARK IS 1.3 M BELOW HIGHWAY.
 OJ0636
 OJ0636                          STATION RECOVERY (1999)
 OJ0636
 OJ0636'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0167 ***********************************************************************
 QL0167  DESIGNATION -  B 23=PTS 54
 QL0167  PID         -  QL0167
 QL0167  STATE/COUNTY-  MI/DELTA
 QL0167  USGS QUAD   -  ESCANABA (1985)
 QL0167
 QL0167                         *CURRENT SURVEY CONTROL
 QL0167  ___________________________________________________________________
 QL0167* NAD 83(1986)-  45 44 41.     (N)    087 02 40.     (W)     SCALED    
 QL0167* NAVD 88     -       178.937  (meters)     587.06   (feet)  ADJUSTED  
 QL0167  ___________________________________________________________________
 QL0167  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 QL0167  DYNAMIC HT  -         178.936 (meters)     587.06  (feet)  COMP
 QL0167  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 QL0167
 QL0167  VERT ORDER  -  FIRST     CLASS II
 QL0167
 QL0167.The horizontal coordinates were scaled from a topographic map and have
 QL0167.an estimated accuracy of +/- 6 seconds.
 QL0167
 QL0167.The orthometric height was determined by differential leveling
 QL0167.and adjusted by the National Geodetic Survey in June 1991..
 QL0167
 QL0167.The geoid height was determined by GEOID03.
 QL0167
 QL0167.The dynamic height is computed by dividing the NAVD 88
 QL0167.geopotential number by the normal gravity value computed on the
 QL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0167.degrees latitude (g = 980.6199 gals.).
 QL0167
 QL0167.The modeled gravity was interpolated from observed gravity values.
 QL0167
 QL0167;                    North         East    Units  Estimated Accuracy
 QL0167;SPC MI N     -   106,850.    7,996,540.      MT  (+/- 180 meters Scaled)
 QL0167
 QL0167                          SUPERSEDED SURVEY CONTROL
 QL0167
 QL0167  NGVD 29 (??/??/92)  178.957  (m)          587.13   (f) ADJ UNCH    1 2
 QL0167
 QL0167.Superseded values are not recommended for survey control.
 QL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0167.See file dsdata.txt to determine how the superseded data were derived.
 QL0167
 QL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR965656(NAD 83)
 QL0167_MARKER: DD = SURVEY DISK
 QL0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0167_SP_SET: WATER TABLE
 QL0167_STAMPING: PRIM TRAV STA NO 54 1911
 QL0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0167
 QL0167  HISTORY     - Date     Condition        Report By
 QL0167  HISTORY     - 1911     MONUMENTED       USGS
 QL0167  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0167  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 QL0167
 QL0167                          STATION DESCRIPTION
 QL0167
 QL0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0167'AT ESCANABA.
 QL0167'AT ESCANABA, DELTA COUNTY, IN THE WEST FACE OF THE LIGHTHOUSE,
 QL0167'NORTH OF THE ENTRANCE, AND IN THE WATER TABLE.  A UNITED STATES
 QL0167'GEOLOGICAL SURVEY STANDARD DISK, STAMPED PRIM TRAV STA NO 54
 QL0167'1911.
 QL0167
 QL0167                          STATION RECOVERY (1996)
 QL0167
 QL0167'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0002 ***********************************************************************
 OL0002  DESIGNATION -  B 26
 OL0002  PID         -  OL0002
 OL0002  STATE/COUNTY-  MI/OCEANA
 OL0002  USGS QUAD   -  
 OL0002
 OL0002                         *CURRENT SURVEY CONTROL
 OL0002  ___________________________________________________________________
 OL0002* NAD 83(1986)-  43 33 34.     (N)    086 20 38.     (W)     SCALED    
 OL0002* NAVD 88     -       229.662  (meters)     753.48   (feet)  ADJUSTED  
 OL0002  ___________________________________________________________________
 OL0002  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OL0002  DYNAMIC HT  -         229.617 (meters)     753.34  (feet)  COMP
 OL0002  MODELED GRAV-     980,420.7   (mgal)                       NAVD 88
 OL0002
 OL0002  VERT ORDER  -  FIRST     CLASS II
 OL0002
 OL0002.The horizontal coordinates were scaled from a topographic map and have
 OL0002.an estimated accuracy of +/- 6 seconds.
 OL0002
 OL0002.The orthometric height was determined by differential leveling
 OL0002.and adjusted by the National Geodetic Survey in June 1991..
 OL0002.WARNING-Repeat measurements at this control monument indicate possible
 OL0002.vertical movement.
 OL0002
 OL0002.The geoid height was determined by GEOID03.
 OL0002
 OL0002.The dynamic height is computed by dividing the NAVD 88
 OL0002.geopotential number by the normal gravity value computed on the
 OL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0002.degrees latitude (g = 980.6199 gals.).
 OL0002
 OL0002.The modeled gravity was interpolated from observed gravity values.
 OL0002
 OL0002;                    North         East    Units  Estimated Accuracy
 OL0002;SPC MI S     -   230,640.    3,840,260.      MT  (+/- 180 meters Scaled)
 OL0002
 OL0002                          SUPERSEDED SURVEY CONTROL
 OL0002
 OL0002  NGVD 29 (??/??/92)  229.717  (m)          753.66   (f) ADJ UNCH    1 2
 OL0002
 OL0002.Superseded values are not recommended for survey control.
 OL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0002.See file dsdata.txt to determine how the superseded data were derived.
 OL0002
 OL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP529231(NAD 83)
 OL0002_MARKER: DB = BENCH MARK DISK
 OL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0002_STAMPING: 753.663 B 26 1930
 OL0002_MARK LOGO: CGS   
 OL0002_PROJECTION: PROJECTING 6 CENTIMETERS
 OL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0002+STABILITY: SURFACE MOTION
 OL0002
 OL0002  HISTORY     - Date     Condition        Report By
 OL0002  HISTORY     - 1930     MONUMENTED       CGS
 OL0002  HISTORY     - 1944     GOOD             NGS
 OL0002  HISTORY     - 1984     GOOD             NGS
 OL0002  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0002  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0002  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0002
 OL0002                          STATION DESCRIPTION
 OL0002
 OL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OL0002'AT NEW ERA.
 OL0002'AT NEW ERA, OCEANA COUNTY, 225 FEET SOUTH OF THE SOUTH END OF
 OL0002'THE CHESAPEAKE AND OHIO RAILWAY STATION, 23.6 FEET SOUTH OF THE
 OL0002'CENTERLINE OF A GRAVEL ROAD, AND 27.5 FEET EAST OF THE EAST
 OL0002'RAIL.  A STANDARD DISK, STAMPED 753.663 B 26 1930 AND SET IN
 OL0002'THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE
 OL0002'GROUND.
 OL0002
 OL0002                          STATION RECOVERY (1984)
 OL0002
 OL0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0002'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.1 KM
 OL0002'(0.05 MI) EAST ALONG RAY STREET FROM FIRST STREET IN NEW ERA, AT THE
 OL0002'CROSSING OF THE OLD CHESAPEAKE AND OHIO RAILROAD BED, 8.22 METERS
 OL0002'(27.0 FT) EAST OF THE CENTER OF THE OLD RAILROAD BED, 8.38 METERS
 OL0002'(27.5 FT) SOUTH OF THE CENTER OF RAY STREET, 16.82 METERS (55.2 FT)
 OL0002'SOUTHEAST AND ACROSS RAY STREET FROM A POWERLINE POLE WITH A STREET
 OL0002'LIGHT ATTACHED, 9.23 METERS (30.3 FT) WEST OF A TELEPHONE POLE WITH A
 OL0002'GUY WIRE ATTACHED, AND 4.41 METERS (14.5 FT) SOUTHWEST OF A TELEPHONE
 OL0002'POLE GUY WIRE ANCHOR.
 OL0002'THE MARK IS 0.24 METERS  N FROM A WITNESS POST.
 OL0002'THE MARK IS ABOVE LEVEL WITH RAY STREET.
 OL0002
 OL0002                          STATION RECOVERY (1994)
 OL0002
 OL0002'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0002'MARK NOT FOUND.
 OL0002
 OL0002                          STATION RECOVERY (2001)
 OL0002
 OL0002'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0002'MARK NOT FOUND.
 OL0002
 OL0002                          STATION RECOVERY (2004)
 OL0002
 OL0002'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0320 ***********************************************************************
 PL0320  DESIGNATION -  B 28
 PL0320  PID         -  PL0320
 PL0320  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0320  USGS QUAD   -  BOON (1987)
 PL0320
 PL0320                         *CURRENT SURVEY CONTROL
 PL0320  ___________________________________________________________________
 PL0320* NAD 83(1986)-  44 34 43.     (N)    085 32 17.     (W)     SCALED    
 PL0320* NAVD 88     -       303.606  (meters)     996.08   (feet)  ADJUSTED  
 PL0320  ___________________________________________________________________
 PL0320  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 PL0320  DYNAMIC HT  -         303.573 (meters)     995.97  (feet)  COMP
 PL0320  MODELED GRAV-     980,499.3   (mgal)                       NAVD 88
 PL0320
 PL0320  VERT ORDER  -  FIRST     CLASS II
 PL0320
 PL0320.The horizontal coordinates were scaled from a topographic map and have
 PL0320.an estimated accuracy of +/- 6 seconds.
 PL0320
 PL0320.The orthometric height was determined by differential leveling
 PL0320.and adjusted by the National Geodetic Survey in June 1991..
 PL0320
 PL0320.The geoid height was determined by GEOID03.
 PL0320
 PL0320.The dynamic height is computed by dividing the NAVD 88
 PL0320.geopotential number by the normal gravity value computed on the
 PL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0320.degrees latitude (g = 980.6199 gals.).
 PL0320
 PL0320.The modeled gravity was interpolated from observed gravity values.
 PL0320
 PL0320;                    North         East    Units  Estimated Accuracy
 PL0320;SPC MI C     -   140,900.    5,906,980.      MT  (+/- 180 meters Scaled)
 PL0320
 PL0320                          SUPERSEDED SURVEY CONTROL
 PL0320
 PL0320  NGVD 29 (??/??/92)  303.683  (m)          996.33   (f) ADJ UNCH    1 2
 PL0320
 PL0320.Superseded values are not recommended for survey control.
 PL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0320.See file dsdata.txt to determine how the superseded data were derived.
 PL0320
 PL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ160371(NAD 83)
 PL0320_MARKER: DB = BENCH MARK DISK
 PL0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0320_STAMPING: 996.333 B 28 1930
 PL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0320+STABILITY: SURFACE MOTION
 PL0320
 PL0320  HISTORY     - Date     Condition        Report By
 PL0320  HISTORY     - 1930     MONUMENTED       CGS
 PL0320  HISTORY     - 1934     GOOD             NGS
 PL0320  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 PL0320
 PL0320                          STATION DESCRIPTION
 PL0320
 PL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0320'IN KINGSLEY.
 PL0320'AT KINGSLEY, 6 RAILS NORTHEAST OF THE NORTHEAST END OF THE
 PL0320'PENNSYLVANIA RAILROAD STATION, 19 FEET SOUTHWEST OF THE NORTHEAST
 PL0320'END OF SNYDERS WAREHOUSE, IN A SMALL GROVE OF COTTONWOODS BETWEEN
 PL0320'THE TRACK AND ADJACENT STREET, AND 23.3 FEET NORTHWEST OF THE
 PL0320'NORTHWEST RAIL.  A STANDARD DISK, STAMPED 996.333 B 28 1930 AND
 PL0320'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0320
 PL0320                          STATION RECOVERY (1999)
 PL0320
 PL0320'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0097 ***********************************************************************
 PL0097  DESIGNATION -  B 29
 PL0097  PID         -  PL0097
 PL0097  STATE/COUNTY-  MI/ARENAC
 PL0097  USGS QUAD   -  STERLING (1968)
 PL0097
 PL0097                         *CURRENT SURVEY CONTROL
 PL0097  ___________________________________________________________________
 PL0097* NAD 83(1986)-  44 02 04.     (N)    084 01 30.     (W)     SCALED    
 PL0097* NAVD 88     -       231.064  (meters)     758.08   (feet)  ADJUSTED  
 PL0097  ___________________________________________________________________
 PL0097  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PL0097  DYNAMIC HT  -         231.023 (meters)     757.95  (feet)  COMP
 PL0097  MODELED GRAV-     980,437.7   (mgal)                       NAVD 88
 PL0097
 PL0097  VERT ORDER  -  FIRST     CLASS II
 PL0097
 PL0097.The horizontal coordinates were scaled from a topographic map and have
 PL0097.an estimated accuracy of +/- 6 seconds.
 PL0097
 PL0097.The orthometric height was determined by differential leveling
 PL0097.and adjusted by the National Geodetic Survey in June 1991..
 PL0097
 PL0097.The geoid height was determined by GEOID03.
 PL0097
 PL0097.The dynamic height is computed by dividing the NAVD 88
 PL0097.geopotential number by the normal gravity value computed on the
 PL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0097.degrees latitude (g = 980.6199 gals.).
 PL0097
 PL0097.The modeled gravity was interpolated from observed gravity values.
 PL0097
 PL0097;                    North         East    Units  Estimated Accuracy
 PL0097;SPC MI C     -    79,820.    6,027,390.      MT  (+/- 180 meters Scaled)
 PL0097
 PL0097                          SUPERSEDED SURVEY CONTROL
 PL0097
 PL0097  NGVD 29 (??/??/92)  231.230  (m)          758.63   (f) ADJ UNCH    1 2
 PL0097
 PL0097.Superseded values are not recommended for survey control.
 PL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0097.See file dsdata.txt to determine how the superseded data were derived.
 PL0097
 PL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP383800(NAD 83)
 PL0097_MARKER: DB = BENCH MARK DISK
 PL0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0097_STAMPING: 758.627 B 29 1930
 PL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0097+STABILITY: SURFACE MOTION
 PL0097
 PL0097  HISTORY     - Date     Condition        Report By
 PL0097  HISTORY     - 1930     MONUMENTED       CGS
 PL0097  HISTORY     - 1934     GOOD             NGS
 PL0097  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 PL0097
 PL0097                          STATION DESCRIPTION
 PL0097
 PL0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0097'AT STERLING.
 PL0097'AT STERLING, ARENAC COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 PL0097'29 RAILS NORTHWEST OF THE NORTHWEST END OF THE STATION, 12 RAILS
 PL0097'NORTHWEST OF THE SECTION HOUSE, ONE RAIL SOUTHEAST OF A CATTLE
 PL0097'GUARD, ALMOST OPPOSITE THE NORTHWEST END OF A SIDETRACK, AND
 PL0097'28.8 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD DISK,
 PL0097'STAMPED 758.627 B 29 1930 AND SET IN THE TOP OF A CONCRETE POST
 PL0097'PROJECTING 6 INCHES ABOVE GROUND.
 PL0097
 PL0097                          STATION RECOVERY (2001)
 PL0097
 PL0097'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0065 ***********************************************************************
 PL0065  DESIGNATION -  B 290
 PL0065  PID         -  PL0065
 PL0065  STATE/COUNTY-  MI/OGEMAW
 PL0065  USGS QUAD   -  ROSE CITY (1965)
 PL0065
 PL0065                         *CURRENT SURVEY CONTROL
 PL0065  ___________________________________________________________________
 PL0065* NAD 83(1986)-  44 25 29.     (N)    084 06 59.     (W)     SCALED    
 PL0065* NAVD 88     -       289.417  (meters)     949.53   (feet)  ADJUSTED  
 PL0065  ___________________________________________________________________
 PL0065  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 PL0065  DYNAMIC HT  -         289.374 (meters)     949.39  (feet)  COMP
 PL0065  MODELED GRAV-     980,463.4   (mgal)                       NAVD 88
 PL0065
 PL0065  VERT ORDER  -  SECOND    CLASS 0
 PL0065
 PL0065.The horizontal coordinates were scaled from a topographic map and have
 PL0065.an estimated accuracy of +/- 6 seconds.
 PL0065
 PL0065.The orthometric height was determined by differential leveling
 PL0065.and adjusted by the National Geodetic Survey in June 1991..
 PL0065
 PL0065.The geoid height was determined by GEOID03.
 PL0065
 PL0065.The dynamic height is computed by dividing the NAVD 88
 PL0065.geopotential number by the normal gravity value computed on the
 PL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0065.degrees latitude (g = 980.6199 gals.).
 PL0065
 PL0065.The modeled gravity was interpolated from observed gravity values.
 PL0065
 PL0065;                    North         East    Units  Estimated Accuracy
 PL0065;SPC MI C     -   123,160.    6,019,930.      MT  (+/- 180 meters Scaled)
 PL0065
 PL0065                          SUPERSEDED SURVEY CONTROL
 PL0065
 PL0065  NGVD 29 (??/??/92)  289.554  (m)          949.98   (f) ADJ UNCH    2 0
 PL0065
 PL0065.Superseded values are not recommended for survey control.
 PL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0065.See file dsdata.txt to determine how the superseded data were derived.
 PL0065
 PL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ295230(NAD 83)
 PL0065_MARKER: DB = BENCH MARK DISK
 PL0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0065_SP_SET: CULVERT
 PL0065_STAMPING: B 290 1938
 PL0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0065
 PL0065  HISTORY     - Date     Condition        Report By
 PL0065  HISTORY     - 1938     MONUMENTED       CGS
 PL0065
 PL0065                          STATION DESCRIPTION
 PL0065
 PL0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PL0065'0.4 MI N FROM ROSE CITY.
 PL0065'0.4 MILE NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0065'ROSE CITY, OGEMAW COUNTY, 75 YARDS SOUTHEAST OF A LOG CABIN,
 PL0065'24 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF THE
 PL0065'SOUTH END OF THE WEST SIDE OF A CONCRETE BOX CULVERT OVER
 PL0065'HOUGHTON CREEK, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 PL0065'DISK, STAMPED B 290 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0610 ***********************************************************************
 RM0610  DESIGNATION -  B 292
 RM0610  PID         -  RM0610
 RM0610  STATE/COUNTY-  MI/GOGEBIC
 RM0610  USGS QUAD   -  IRONWOOD (1981)
 RM0610
 RM0610                         *CURRENT SURVEY CONTROL
 RM0610  ___________________________________________________________________
 RM0610* NAD 83(1986)-  46 27 48.     (N)    090 09 23.     (W)     SCALED    
 RM0610* NAVD 88     -       455.441  (meters)    1494.23   (feet)  ADJUSTED  
 RM0610  ___________________________________________________________________
 RM0610  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0610  DYNAMIC HT  -         455.460 (meters)    1494.29  (feet)  COMP
 RM0610  MODELED GRAV-     980,641.7   (mgal)                       NAVD 88
 RM0610
 RM0610  VERT ORDER  -  FIRST     CLASS II
 RM0610
 RM0610.The horizontal coordinates were scaled from a topographic map and have
 RM0610.an estimated accuracy of +/- 6 seconds.
 RM0610
 RM0610.The orthometric height was determined by differential leveling
 RM0610.and adjusted by the National Geodetic Survey in June 1991..
 RM0610
 RM0610.The geoid height was determined by GEOID03.
 RM0610
 RM0610.The dynamic height is computed by dividing the NAVD 88
 RM0610.geopotential number by the normal gravity value computed on the
 RM0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0610.degrees latitude (g = 980.6199 gals.).
 RM0610
 RM0610.The modeled gravity was interpolated from observed gravity values.
 RM0610
 RM0610;                    North         East    Units  Estimated Accuracy
 RM0610;SPC MI N     -   191,550.    7,757,630.      MT  (+/- 180 meters Scaled)
 RM0610
 RM0610                          SUPERSEDED SURVEY CONTROL
 RM0610
 RM0610.No superseded survey control is available for this station.
 RM0610
 RM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM183494(NAD 83)
 RM0610_MARKER: I = METAL ROD
 RM0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0610_SP_SET: STAINLESS STEEL ROD
 RM0610_STAMPING: B 292 1982
 RM0610_MARK LOGO: NGS   
 RM0610_PROJECTION: FLUSH
 RM0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0610_ROD/PIPE-DEPTH: 3.4  meters
 RM0610
 RM0610  HISTORY     - Date     Condition        Report By
 RM0610  HISTORY     - 1982     MONUMENTED       NGS
 RM0610  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 RM0610  HISTORY     - 19970630 MARK NOT FOUND   MIDT
 RM0610  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0610  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0610
 RM0610                          STATION DESCRIPTION
 RM0610
 RM0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0610'IN IRONWOOD.
 RM0610'IN IRONWOOD, AT THE JUNCTION OF U.S. HIGHWAY 2 AND LAKE STREET, SET IN
 RM0610'THE LAWN AND AT THE SOUTHWEST CORNER OF THE COLONEL SANDERS KENTUCKY
 RM0610'FRIED CHICKEN PLACE, 15.2 METERS (50.0 FT) NORTH OF THE CENTERLINE OF
 RM0610'THE HIGHWAY, 15.9 METERS (52.0 FT) EAST OF THE CENTERLINE OF LAKE
 RM0610'STREET NORTH.  18.3 METERS (60.0 FT) SOUTHEAST OF A POWERLINE POLE
 RM0610'WITH 3 TRANSFORMERS, 6.4 METERS (21.0 FT) NORTHEAST OF A FIRE HYDRANT,
 RM0610'8.7 METERS (28.5 FT) WEST OF THE CENTER OF 2 DOORS AT THE MAIN
 RM0610'ENTRANCE ON THE SOUTH SIDE OF BUILDING, AND 1.5 METERS (5.0 FT) WEST
 RM0610'OF THE SOUTHWEST CORNER OF THE BUILDING.
 RM0610'THE MARK IS 0.15 M ABOVE HIGHWAY.
 RM0610
 RM0610                          STATION RECOVERY (1989)
 RM0610
 RM0610'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0610'MARK NOT FOUND.
 RM0610
 RM0610                          STATION RECOVERY (1997)
 RM0610
 RM0610'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (BRT)
 RM0610'THERE HAS BEEN BUILDING CONSTRUCTION AT THE DESCRIBED LOCATION.  THE
 RM0610'KENTUCKY FRIED CHICKEN PLACE HAS BEEN REMODELED AND THE A DECORATIVE
 RM0610'CEDAR BUSH IS AT THE DESCRIBED LOCATION.  LOCATING THE MARK, IF IT
 RM0610'STILL EXISTS WOULD DAMAGE THE PROPERTY.
 RM0610
 RM0610                          STATION RECOVERY (2003)
 RM0610
 RM0610'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0610'MARK NOT FOUND.
 RM0610
 RM0610                          STATION RECOVERY (2004)
 RM0610
 RM0610'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0597 ***********************************************************************
 RJ0597  DESIGNATION -  B 293
 RJ0597  PID         -  RJ0597
 RJ0597  STATE/COUNTY-  MI/CHIPPEWA
 RJ0597  USGS QUAD   -  BRIMLEY (1975)
 RJ0597
 RJ0597                         *CURRENT SURVEY CONTROL
 RJ0597  ___________________________________________________________________
 RJ0597* NAD 83(1986)-  46 25 06.     (N)    084 30 59.     (W)     SCALED    
 RJ0597* NAVD 88     -       207.413  (meters)     680.49   (feet)  ADJUSTED  
 RJ0597  ___________________________________________________________________
 RJ0597  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0597  DYNAMIC HT  -         207.423 (meters)     680.52  (feet)  COMP
 RJ0597  MODELED GRAV-     980,659.6   (mgal)                       NAVD 88
 RJ0597
 RJ0597  VERT ORDER  -  FIRST     CLASS 0
 RJ0597
 RJ0597.The horizontal coordinates were scaled from a topographic map and have
 RJ0597.an estimated accuracy of +/- 6 seconds.
 RJ0597
 RJ0597.The orthometric height was determined by differential leveling
 RJ0597.and adjusted by the National Geodetic Survey in June 1991..
 RJ0597
 RJ0597.The geoid height was determined by GEOID03.
 RJ0597
 RJ0597.The dynamic height is computed by dividing the NAVD 88
 RJ0597.geopotential number by the normal gravity value computed on the
 RJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0597.degrees latitude (g = 980.6199 gals.).
 RJ0597
 RJ0597.The modeled gravity was interpolated from observed gravity values.
 RJ0597
 RJ0597;                    North         East    Units  Estimated Accuracy
 RJ0597;SPC MI N     -   184,710.    8,190,880.      MT  (+/- 180 meters Scaled)
 RJ0597
 RJ0597                          SUPERSEDED SURVEY CONTROL
 RJ0597
 RJ0597.No superseded survey control is available for this station.
 RJ0597
 RJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS908435(NAD 83)
 RJ0597_MARKER: I = METAL ROD
 RJ0597_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0597_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0597_STAMPING: B 293 1983
 RJ0597_MARK LOGO: NGS   
 RJ0597_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0597+STABILITY: POSITION/ELEVATION WELL
 RJ0597_ROD/PIPE-DEPTH: 24.4 meters
 RJ0597_SLEEVE-DEPTH  : 6.09 meters
 RJ0597
 RJ0597  HISTORY     - Date     Condition        Report By
 RJ0597  HISTORY     - 1983     MONUMENTED       NGS
 RJ0597
 RJ0597                          STATION DESCRIPTION
 RJ0597
 RJ0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0597'5.2 KM (3.25 MI) NE FROM BRIMLEY.
 RJ0597'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0597'BRIMLEY, THENCE 4.4 KM (2.75 MI) EASTERLY ALONG STATE ROUTE M 221, SET
 RJ0597'IN THE FRONT LAWN OF THE HANK SAVOIE HOME, 25.70 METERS (84.5 FT)
 RJ0597'SOUTH OF THE CENTER OF STATE ROUTE M 221 (WASIKA BAY ROAD),
 RJ0597'22.80 METERS (74.8 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 RJ0597'21.49 METERS (70.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE GARAGE
 RJ0597'THAT IS ATTACHED TO THE HOUSE, 18.74 METERS (61.5 FT) NORTH OF THE
 RJ0597'NORTH FACE OF HOUSE, AND 13.93 METERS (45.7 FT) WEST OF A LARGE POWER
 RJ0597'POLE.
 RJ0597'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0090 ***********************************************************************
 QJ0090  DESIGNATION -  B 294
 QJ0090  PID         -  QJ0090
 QJ0090  STATE/COUNTY-  MI/CHIPPEWA
 QJ0090  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0090
 QJ0090                         *CURRENT SURVEY CONTROL
 QJ0090  ___________________________________________________________________
 QJ0090* NAD 83(1986)-  45 59 59.     (N)    083 55 26.     (W)     SCALED    
 QJ0090* NAVD 88     -       214.275  (meters)     703.00   (feet)  ADJUSTED  
 QJ0090  ___________________________________________________________________
 QJ0090  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0090  DYNAMIC HT  -         214.279 (meters)     703.01  (feet)  COMP
 QJ0090  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 QJ0090
 QJ0090  VERT ORDER  -  FIRST     CLASS 0
 QJ0090
 QJ0090.The horizontal coordinates were scaled from a topographic map and have
 QJ0090.an estimated accuracy of +/- 6 seconds.
 QJ0090
 QJ0090.The orthometric height was determined by differential leveling
 QJ0090.and adjusted by the National Geodetic Survey in June 1991..
 QJ0090
 QJ0090.The geoid height was determined by GEOID03.
 QJ0090
 QJ0090.The dynamic height is computed by dividing the NAVD 88
 QJ0090.geopotential number by the normal gravity value computed on the
 QJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0090.degrees latitude (g = 980.6199 gals.).
 QJ0090
 QJ0090.The modeled gravity was interpolated from observed gravity values.
 QJ0090
 QJ0090;                    North         East    Units  Estimated Accuracy
 QJ0090;SPC MI N     -   139,820.    8,238,210.      MT  (+/- 180 meters Scaled)
 QJ0090
 QJ0090                          SUPERSEDED SURVEY CONTROL
 QJ0090
 QJ0090.No superseded survey control is available for this station.
 QJ0090
 QJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL735981(NAD 83)
 QJ0090_MARKER: DB = BENCH MARK DISK
 QJ0090_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0090_SP_SET: ROCK OUTCROP
 QJ0090_STAMPING: B 294 1983
 QJ0090_MARK LOGO: NGS   
 QJ0090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0090+STABILITY: POSITION/ELEVATION WELL
 QJ0090
 QJ0090  HISTORY     - Date     Condition        Report By
 QJ0090  HISTORY     - 1983     MONUMENTED       NGS
 QJ0090  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0090
 QJ0090                          STATION DESCRIPTION
 QJ0090
 QJ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0090'2.8 KM (1.75 MI) WNW FROM DE TOUR VILLAGE.
 QJ0090'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 QJ0090'THE JUNCTION OF DAWSON STREET AND SOUTH CARIBOU DRIVE WEST IN DE TOUR
 QJ0090'VILLAGE, THENCE 1.7 KM (1.05 MI) WEST ALONG DEMOCRAT ROAD (NORTH
 QJ0090'CARIBOU ROAD), SET IN TOP OF A ROCK OUTCROP 1.52 METERS (5.0 FT) BY
 QJ0090'1.68 METERS (5.5 FT) PROJECTING ABOUT 0.2 METER (0.65 FT) ABOVE THE
 QJ0090'GROUND, 0.2 KM (0.1 MI) EAST OF SPRING BAY ROAD LEADING NORTH,
 QJ0090'18.60 METERS (61.0 FT) EAST OF A POWERLINE POLE WITH A TRIANGULAR
 QJ0090'BLAZE, 11.28 METERS (37.0 FT) NORTH OF THE CENTER OF DEMOCRAT ROAD,
 QJ0090'AND 2.74 METERS (9.0 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 QJ0090'TIMBER LINE.
 QJ0090'THE MARK IS 1.16 METERS  E FROM A WITNESS POST.
 QJ0090'THE MARK IS 0.15 M BELOW ROAD.
 QJ0090
 QJ0090                          STATION RECOVERY (1994)
 QJ0090
 QJ0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0588 ***********************************************************************
 RJ0588  DESIGNATION -  B 295
 RJ0588  PID         -  RJ0588
 RJ0588  STATE/COUNTY-  MI/CHIPPEWA
 RJ0588  USGS QUAD   -  BRIMLEY (1975)
 RJ0588
 RJ0588                         *CURRENT SURVEY CONTROL
 RJ0588  ___________________________________________________________________
 RJ0588* NAD 83(1986)-  46 28 19.     (N)    084 37 16.     (W)     SCALED    
 RJ0588* NAVD 88     -       190.058  (meters)     623.55   (feet)  ADJUSTED  
 RJ0588  ___________________________________________________________________
 RJ0588  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 RJ0588  DYNAMIC HT  -         190.067 (meters)     623.58  (feet)  COMP
 RJ0588  MODELED GRAV-     980,659.6   (mgal)                       NAVD 88
 RJ0588
 RJ0588  VERT ORDER  -  FIRST     CLASS 0
 RJ0588
 RJ0588.The horizontal coordinates were scaled from a topographic map and have
 RJ0588.an estimated accuracy of +/- 6 seconds.
 RJ0588
 RJ0588.The orthometric height was determined by differential leveling
 RJ0588.and adjusted by the National Geodetic Survey in June 1991..
 RJ0588
 RJ0588.The geoid height was determined by GEOID03.
 RJ0588
 RJ0588.The dynamic height is computed by dividing the NAVD 88
 RJ0588.geopotential number by the normal gravity value computed on the
 RJ0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0588.degrees latitude (g = 980.6199 gals.).
 RJ0588
 RJ0588.The modeled gravity was interpolated from observed gravity values.
 RJ0588
 RJ0588;                    North         East    Units  Estimated Accuracy
 RJ0588;SPC MI N     -   190,420.    8,182,660.      MT  (+/- 180 meters Scaled)
 RJ0588
 RJ0588                          SUPERSEDED SURVEY CONTROL
 RJ0588
 RJ0588.No superseded survey control is available for this station.
 RJ0588
 RJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS826492(NAD 83)
 RJ0588_MARKER: I = METAL ROD
 RJ0588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0588+WITH SETTING: INFORMATION.
 RJ0588_SP_SET: SHALLOW SET METAL ROD
 RJ0588_STAMPING: B 295 1983
 RJ0588_MARK LOGO: NGS   
 RJ0588_PROJECTION: FLUSH
 RJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0588+STABILITY: SURFACE MOTION
 RJ0588_ROD/PIPE-DEPTH: 1.2  meters
 RJ0588
 RJ0588  HISTORY     - Date     Condition        Report By
 RJ0588  HISTORY     - 1983     MONUMENTED       NGS
 RJ0588  HISTORY     - 20060829 GOOD             USPSQD
 RJ0588
 RJ0588                          STATION DESCRIPTION
 RJ0588
 RJ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0588'10.8 KM (6.7 MI) NW FROM BRIMLEY.
 RJ0588'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0588'BRIMLEY, THENCE 10.0 KM (6.2 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT
 RJ0588'THE ENTRANCE TO THE HIAWATHA NATIONAL RECREATION AREA (MONOCLE LAKE),
 RJ0588'18.0 METERS (59.1 FT) WEST-SOUTHWEST OF CENTERLINE, 7.0 METERS
 RJ0588'(23.0 FT) WEST-SOUTHWEST OF SOUTH SUPPORT LEG OF NATIONAL FOREST
 RJ0588'RECREATION SIGN (MONOCLE LAKE), AND 11.2 METERS (36.8 FT)
 RJ0588'NORTH-NORTHWEST OF THE CENTER OF ASPHALT ROAD LEADING WEST TO
 RJ0588'RECREATION AREA.  NOTE, AFTER MANY FUTILE ATTEMPTS IN AREA TO DRIVE
 RJ0588'ROD DEEPER, ROD WAS ANCHORED AT THIS DEPTH.
 RJ0588'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 RJ0588'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0588
 RJ0588                          STATION RECOVERY (2006)
 RJ0588
 RJ0588'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0622 ***********************************************************************
 RJ0622  DESIGNATION -  B 296
 RJ0622  PID         -  RJ0622
 RJ0622  STATE/COUNTY-  MI/CHIPPEWA
 RJ0622  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0622
 RJ0622                         *CURRENT SURVEY CONTROL
 RJ0622  ___________________________________________________________________
 RJ0622* NAD 83(1986)-  46 26 08.     (N)    084 16 07.     (W)     SCALED    
 RJ0622* NAVD 88     -       185.364  (meters)     608.15   (feet)  ADJUSTED  
 RJ0622  ___________________________________________________________________
 RJ0622  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0622  DYNAMIC HT  -         185.374 (meters)     608.18  (feet)  COMP
 RJ0622  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0622
 RJ0622  VERT ORDER  -  FIRST     CLASS 0
 RJ0622
 RJ0622.The horizontal coordinates were scaled from a topographic map and have
 RJ0622.an estimated accuracy of +/- 6 seconds.
 RJ0622
 RJ0622.The orthometric height was determined by differential leveling
 RJ0622.and adjusted by the National Geodetic Survey in June 1991..
 RJ0622
 RJ0622.The geoid height was determined by GEOID03.
 RJ0622
 RJ0622.The dynamic height is computed by dividing the NAVD 88
 RJ0622.geopotential number by the normal gravity value computed on the
 RJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0622.degrees latitude (g = 980.6199 gals.).
 RJ0622
 RJ0622.The modeled gravity was interpolated from observed gravity values.
 RJ0622
 RJ0622;                    North         East    Units  Estimated Accuracy
 RJ0622;SPC MI N     -   187,250.    8,209,860.      MT  (+/- 180 meters Scaled)
 RJ0622
 RJ0622                          SUPERSEDED SURVEY CONTROL
 RJ0622
 RJ0622.No superseded survey control is available for this station.
 RJ0622
 RJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS098460(NAD 83)
 RJ0622_MARKER: I = METAL ROD
 RJ0622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0622_SP_SET: STAINLESS STEEL ROD
 RJ0622_STAMPING: B 296 1983
 RJ0622_MARK LOGO: NGS   
 RJ0622_PROJECTION: FLUSH
 RJ0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0622_ROD/PIPE-DEPTH: 14.6 meters
 RJ0622
 RJ0622  HISTORY     - Date     Condition        Report By
 RJ0622  HISTORY     - 1983     MONUMENTED       NGS
 RJ0622  HISTORY     - 1986     GOOD             NOS
 RJ0622  HISTORY     - 20051128 POOR             INDIV
 RJ0622
 RJ0622                          STATION DESCRIPTION
 RJ0622
 RJ0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0622'10.5 KM (6.55 MI) SE FROM SAULT STE MARIE.
 RJ0622'10.5 KM (6.55 MI) EAST ALONG PORTAGE AVENUE FROM THE JUNCTION OF
 RJ0622'ASHMUN STREET IN SAULT STE. MARIE TO THE MARK, SET AT THE WORSHAM
 RJ0622'RESIDENCE ON THE EAST SIDE OF THE ROAD BY A POWERLINE POLE,
 RJ0622'12.1 METERS (39.7 FT) EAST-NORTHEAST OF CENTERLINE OF PORTAGE AVENUE,
 RJ0622'14.3 METERS (47.0 FT) SOUTHEAST OF CENTER OF DRIVEWAY TO HOUSE,
 RJ0622'31.6 METERS (104.0 FT) SOUTHWEST OF SOUTHWEST CORNER OF SOUTH WING OF
 RJ0622'ONE STORY HOUSE, 0.7 METER (2.4 FT) WEST OF POWERLINE POLE NUMBER E
 RJ0622'3301.
 RJ0622'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 RJ0622'THE MARK IS ABOVE LEVEL WITH PORTAGE AVENUE.
 RJ0622
 RJ0622                          STATION RECOVERY (1986)
 RJ0622
 RJ0622'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 RJ0622'RECOVERED IN GOOD CONDITION.
 RJ0622
 RJ0622                          STATION RECOVERY (2005)
 RJ0622
 RJ0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0622'THE MONUMENT BOX IS LEANING SOUTH, THE ROD MAY BE BENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0695 ***********************************************************************
 RJ0695  DESIGNATION -  B 297
 RJ0695  PID         -  RJ0695
 RJ0695  STATE/COUNTY-  MI/CHIPPEWA
 RJ0695  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0695
 RJ0695                         *CURRENT SURVEY CONTROL
 RJ0695  ___________________________________________________________________
 RJ0695* NAD 83(1986)-  46 29 01.     (N)    084 16 44.     (W)     SCALED    
 RJ0695* NAVD 88     -       179.110  (meters)     587.63   (feet)  ADJUSTED  
 RJ0695  ___________________________________________________________________
 RJ0695  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RJ0695  DYNAMIC HT  -         179.120 (meters)     587.66  (feet)  COMP
 RJ0695  MODELED GRAV-     980,664.3   (mgal)                       NAVD 88
 RJ0695
 RJ0695  VERT ORDER  -  FIRST     CLASS 0
 RJ0695
 RJ0695.The horizontal coordinates were scaled from a topographic map and have
 RJ0695.an estimated accuracy of +/- 6 seconds.
 RJ0695
 RJ0695.The orthometric height was determined by differential leveling
 RJ0695.and adjusted by the National Geodetic Survey in June 1991..
 RJ0695
 RJ0695.The geoid height was determined by GEOID03.
 RJ0695
 RJ0695.The dynamic height is computed by dividing the NAVD 88
 RJ0695.geopotential number by the normal gravity value computed on the
 RJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0695.degrees latitude (g = 980.6199 gals.).
 RJ0695
 RJ0695.The modeled gravity was interpolated from observed gravity values.
 RJ0695
 RJ0695;                    North         East    Units  Estimated Accuracy
 RJ0695;SPC MI N     -   192,560.    8,208,880.      MT  (+/- 180 meters Scaled)
 RJ0695
 RJ0695                          SUPERSEDED SURVEY CONTROL
 RJ0695
 RJ0695.No superseded survey control is available for this station.
 RJ0695
 RJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS088513(NAD 83)
 RJ0695_MARKER: I = METAL ROD
 RJ0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0695_SP_SET: STAINLESS STEEL ROD
 RJ0695_STAMPING: B 297 1983
 RJ0695_MARK LOGO: NGS   
 RJ0695_PROJECTION: FLUSH
 RJ0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0695_ROD/PIPE-DEPTH: 15.9 meters
 RJ0695
 RJ0695  HISTORY     - Date     Condition        Report By
 RJ0695  HISTORY     - 1983     MONUMENTED       NGS
 RJ0695
 RJ0695                          STATION DESCRIPTION
 RJ0695
 RJ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0695'1.4 KM (0.85 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0695'1.4 KM (0.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0695'FERRY LANDING ON SUGAR ISLAND, AT THE JUNCTION OF WHITEHEAD ROAD (A
 RJ0695'GRAVEL ROAD) LEADING SOUTH, 12.2 METERS (40.1 FT) SOUTH OF THE
 RJ0695'CENTERLINE OF THE ROAD, 13.7 METERS (45.0 FT) EAST OF THE APPROXIMATE
 RJ0695'CENTER OF WHITEHEAD ROAD, 2.4 METERS (8.0 FT) SOUTH-SOUTHWEST OF A
 RJ0695'POWERLINE POLE WITH TWO GUY WIRES, 1.5 METERS (5.0 FT) WEST-SOUTHWEST
 RJ0695'OF THE WESTERNMOST ONE OF TWO TELEPHONE JUNCTION BOXES, AND
 RJ0695'12.8 METERS (42.0 FT) NORTHEAST OF A STREET SIGN.
 RJ0695'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 RJ0695'THE MARK IS 0.61 M ABOVE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0710 ***********************************************************************
 RJ0710  DESIGNATION -  B 297 RESET 1984
 RJ0710  PID         -  RJ0710
 RJ0710  STATE/COUNTY-  MI/CHIPPEWA
 RJ0710  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0710
 RJ0710                         *CURRENT SURVEY CONTROL
 RJ0710  ___________________________________________________________________
 RJ0710* NAD 83(1986)-  46 29 01.     (N)    084 16 44.     (W)     SCALED    
 RJ0710* NAVD 88     -       179.07   (meters)     587.5    (feet)  RESET     
 RJ0710  ___________________________________________________________________
 RJ0710  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RJ0710
 RJ0710  VERT ORDER  -  THIRD
 RJ0710
 RJ0710.The horizontal coordinates were scaled from a topographic map and have
 RJ0710.an estimated accuracy of +/- 6 seconds.
 RJ0710
 RJ0710.The orthometric height was computed from unverified reset data.
 RJ0710.No vertical observational check was made to the station.
 RJ0710
 RJ0710.The geoid height was determined by GEOID03.
 RJ0710
 RJ0710;                    North         East    Units  Estimated Accuracy
 RJ0710;SPC MI N     -   192,560.    8,208,880.      MT  (+/- 180 meters Scaled)
 RJ0710
 RJ0710                          SUPERSEDED SURVEY CONTROL
 RJ0710
 RJ0710.No superseded survey control is available for this station.
 RJ0710
 RJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS088513(NAD 83)
 RJ0710_MARKER: DB = BENCH MARK DISK
 RJ0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0710_STAMPING: B 297 RESET 1984
 RJ0710_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0710+STABILITY: SURFACE MOTION
 RJ0710
 RJ0710  HISTORY     - Date     Condition        Report By
 RJ0710  HISTORY     - 1984     MONUMENTED       NGS
 RJ0710
 RJ0710                          STATION DESCRIPTION
 RJ0710
 RJ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RJ0710'1.4 KM (0.85 MI) EAST FROM SUGAR ISLAND.
 RJ0710'1.4 KM (0.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0710'FERRY LANDING IN SUGAR ISLAND, AT THE JUNCTION OF WHITEHEAD ROAD
 RJ0710'(A GRAVEL ROAD) LEADING SOUTH, 14.3 METERS (47.0 FEET) SOUTH OF THE
 RJ0710'CENTERLINE OF THE ROAD, 15.2 METERS (50.0 FEET) EAST OF THE
 RJ0710'APPROXIMATE CENTER OF WHITEHEAD ROAD, 0.9 METERS (3.0 FEET) EAST
 RJ0710'OF A TOWERLINE POLE, AND 10.7 METERS (35.0 FEET) EAST-NORTHEAST
 RJ0710'OF A STREET SIGN.
 RJ0710'THE MARK IS 2.0 FT  WNW FROM A WITNESS POST.
 RJ0710'THE MARK IS 1.6 FT ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0405 ***********************************************************************
 QK0405  DESIGNATION -  B 298
 QK0405  PID         -  QK0405
 QK0405  STATE/COUNTY-  MI/CHIPPEWA
 QK0405  USGS QUAD   -  PRENTISS BAY (1976)
 QK0405
 QK0405                         *CURRENT SURVEY CONTROL
 QK0405  ___________________________________________________________________
 QK0405* NAD 83(1986)-  45 59 13.     (N)    084 13 04.     (W)     SCALED    
 QK0405* NAVD 88     -       180.769  (meters)     593.07   (feet)  ADJUSTED  
 QK0405  ___________________________________________________________________
 QK0405  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 QK0405  DYNAMIC HT  -         180.774 (meters)     593.09  (feet)  COMP
 QK0405  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 QK0405
 QK0405  VERT ORDER  -  FIRST     CLASS 0
 QK0405
 QK0405.The horizontal coordinates were scaled from a topographic map and have
 QK0405.an estimated accuracy of +/- 6 seconds.
 QK0405
 QK0405.The orthometric height was determined by differential leveling
 QK0405.and adjusted by the National Geodetic Survey in June 1991..
 QK0405
 QK0405.The geoid height was determined by GEOID03.
 QK0405
 QK0405.The dynamic height is computed by dividing the NAVD 88
 QK0405.geopotential number by the normal gravity value computed on the
 QK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0405.degrees latitude (g = 980.6199 gals.).
 QK0405
 QK0405.The modeled gravity was interpolated from observed gravity values.
 QK0405
 QK0405;                    North         East    Units  Estimated Accuracy
 QK0405;SPC MI N     -   137,560.    8,215,510.      MT  (+/- 180 meters Scaled)
 QK0405
 QK0405                          SUPERSEDED SURVEY CONTROL
 QK0405
 QK0405.No superseded survey control is available for this station.
 QK0405
 QK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR154963(NAD 83)
 QK0405_MARKER: DB = BENCH MARK DISK
 QK0405_SETTING: 66 = SET IN ROCK OUTCROP
 QK0405_SP_SET: ROCK OUTCROP
 QK0405_STAMPING: B 298 1983
 QK0405_MARK LOGO: NGS   
 QK0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0405+STABILITY: POSITION/ELEVATION WELL
 QK0405
 QK0405  HISTORY     - Date     Condition        Report By
 QK0405  HISTORY     - 1983     MONUMENTED       NGS
 QK0405  HISTORY     - 19940728 GOOD             USPSQD
 QK0405  HISTORY     - 20010331 GOOD             NGS
 QK0405
 QK0405                          STATION DESCRIPTION
 QK0405
 QK0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0405'12.0 KM (7.45 MI) EAST FROM CEDARVILLE.
 QK0405'12.0 KM (7.45 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0405'STATE HIGHWAY 129 IN CEDARVILLE, AT A POINT ABOUT 30.48 METERS
 QK0405'(100.0 FT) SOUTHEAST OF THE TOP OF A ROCKY HILL ALONG THE POWERLINE
 QK0405'WHICH PARALLELS THE HIGHWAY, SET IN A ROCK OUTCROP 0.91 METERS
 QK0405'(3.0 FT) BY 1.21 METERS (4.0 FT) AND PROJECTING 0.18 METERS (0.6 FT)
 QK0405'ABOVE GROUND, ABOUT 1-1/4 POLES EAST-SOUTHEAST OF A POWERLINE CROSSING
 QK0405'THE HIGHWAY, 15.84 METERS (52.0 FT) NORTH-NORTHEAST OF THE CENTERLINE
 QK0405'OF THE HIGHWAY, 30.69 METERS (100.7 FT) SOUTHEAST OF POWERLINE POLE
 QK0405'NUMBER GT 4165, 8.53 METERS (28.0 FT) SOUTH-SOUTHWEST OF THE POWER
 QK0405'POLE LINE, AND 5.27 METERS (17.3 FT) WEST OF THE CENTER OF A 9-INCH
 QK0405'DIAMETER PINE TREE.
 QK0405'THE MARK IS 0.82 METERS  NNW FROM A WITNESS POST.
 QK0405'THE MARK IS 0.76 M ABOVE HIGHWAY.
 QK0405
 QK0405                          STATION RECOVERY (1994)
 QK0405
 QK0405'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0405'RECOVERED IN GOOD CONDITION.
 QK0405
 QK0405                          STATION RECOVERY (2001)
 QK0405
 QK0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0683 ***********************************************************************
 RJ0683  DESIGNATION -  B 299
 RJ0683  PID         -  RJ0683
 RJ0683  STATE/COUNTY-  MI/CHIPPEWA
 RJ0683  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0683
 RJ0683                         *CURRENT SURVEY CONTROL
 RJ0683  ___________________________________________________________________
 RJ0683* NAD 83(1986)-  46 24 22.     (N)    084 12 27.     (W)     SCALED    
 RJ0683* NAVD 88     -       187.371  (meters)     614.73   (feet)  ADJUSTED  
 RJ0683  ___________________________________________________________________
 RJ0683  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0683  DYNAMIC HT  -         187.381 (meters)     614.77  (feet)  COMP
 RJ0683  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0683
 RJ0683  VERT ORDER  -  FIRST     CLASS 0
 RJ0683
 RJ0683.The horizontal coordinates were scaled from a topographic map and have
 RJ0683.an estimated accuracy of +/- 6 seconds.
 RJ0683
 RJ0683.The orthometric height was determined by differential leveling
 RJ0683.and adjusted by the National Geodetic Survey in June 1991..
 RJ0683
 RJ0683.The geoid height was determined by GEOID03.
 RJ0683
 RJ0683.The dynamic height is computed by dividing the NAVD 88
 RJ0683.geopotential number by the normal gravity value computed on the
 RJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0683.degrees latitude (g = 980.6199 gals.).
 RJ0683
 RJ0683.The modeled gravity was interpolated from observed gravity values.
 RJ0683
 RJ0683;                    North         East    Units  Estimated Accuracy
 RJ0683;SPC MI N     -   184,140.    8,214,660.      MT  (+/- 180 meters Scaled)
 RJ0683
 RJ0683                          SUPERSEDED SURVEY CONTROL
 RJ0683
 RJ0683.No superseded survey control is available for this station.
 RJ0683
 RJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS146429(NAD 83)
 RJ0683_MARKER: I = METAL ROD
 RJ0683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0683_SP_SET: STAINLESS STEEL ROD
 RJ0683_STAMPING: B 299 1983
 RJ0683_MARK LOGO: NGS   
 RJ0683_PROJECTION: FLUSH
 RJ0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0683_ROD/PIPE-DEPTH: 4.9  meters
 RJ0683
 RJ0683  HISTORY     - Date     Condition        Report By
 RJ0683  HISTORY     - 1983     MONUMENTED       NGS
 RJ0683
 RJ0683                          STATION DESCRIPTION
 RJ0683
 RJ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0683'19.0 KM (11.8 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0683'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0683'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0683'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 4.85 KM
 RJ0683'(3.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG
 RJ0683'6 MILE ROAD TO THE JUNCTION OF HOMESTEAD ROAD, THENCE 1.5 KM (0.95 MI)
 RJ0683'SOUTH ALONG HOMESTEAD ROAD TO THE MARK ON THE RIGHT, 11.8 KM (38.6 FT)
 RJ0683'WEST OF THE CENTER OF HOMESTEAD ROAD, 4.8 KM (15.9 FT) SOUTH OF THE
 RJ0683'CENTER OF A DRIVEWAY, AND 1.5 METERS (5.1 FT) NORTH OF POWERLINE POLE
 RJ0683'NUMBER SU1-134A.
 RJ0683'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 RJ0683'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0295 ***********************************************************************
 OK0295  DESIGNATION -  B 3
 OK0295  PID         -  OK0295
 OK0295  STATE/COUNTY-  MI/KENT
 OK0295  USGS QUAD   -  EVANS (1982)
 OK0295
 OK0295                         *CURRENT SURVEY CONTROL
 OK0295  ___________________________________________________________________
 OK0295* NAD 83(1986)-  43 11 40.     (N)    085 24 57.     (W)     SCALED    
 OK0295* NAVD 88     -       263.615  (meters)     864.88   (feet)  ADJUSTED  
 OK0295  ___________________________________________________________________
 OK0295  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 OK0295  DYNAMIC HT  -         263.556 (meters)     864.68  (feet)  COMP
 OK0295  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 OK0295
 OK0295  VERT ORDER  -  SECOND    CLASS 0
 OK0295
 OK0295.The horizontal coordinates were scaled from a topographic map and have
 OK0295.an estimated accuracy of +/- 6 seconds.
 OK0295
 OK0295.The orthometric height was determined by differential leveling
 OK0295.and adjusted by the National Geodetic Survey in June 1991..
 OK0295
 OK0295.The geoid height was determined by GEOID03.
 OK0295
 OK0295.The dynamic height is computed by dividing the NAVD 88
 OK0295.geopotential number by the normal gravity value computed on the
 OK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0295.degrees latitude (g = 980.6199 gals.).
 OK0295
 OK0295.The modeled gravity was interpolated from observed gravity values.
 OK0295
 OK0295;                    North         East    Units  Estimated Accuracy
 OK0295;SPC MI S     -   188,750.    3,914,730.      MT  (+/- 180 meters Scaled)
 OK0295
 OK0295                          SUPERSEDED SURVEY CONTROL
 OK0295
 OK0295  NGVD 29 (??/??/92)  263.743  (m)          865.30   (f) ADJ UNCH    2 0
 OK0295
 OK0295.Superseded values are not recommended for survey control.
 OK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0295.See file dsdata.txt to determine how the superseded data were derived.
 OK0295
 OK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN287836(NAD 83)
 OK0295_MARKER: DD = SURVEY DISK
 OK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0295_STAMPING: B 3 1928
 OK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0295+STABILITY: SURFACE MOTION
 OK0295
 OK0295  HISTORY     - Date     Condition        Report By
 OK0295  HISTORY     - 1928     MONUMENTED       USGS
 OK0295  HISTORY     - 1934     GOOD             NGS
 OK0295
 OK0295                          STATION DESCRIPTION
 OK0295
 OK0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0295'AT HARVARD.
 OK0295'THE MARK IS COVERED BY GRASS AND ELDER BUSHES.  AT HARVARD,
 OK0295'ON THE GRAND TRUNK RAILWAY, OPPOSITE A BRICK STORE, 42 FEET
 OK0295'FROM THE CENTER OF A GRAVEL ROAD CROSSING, 45 FEET NORTH OF THE
 OK0295'NORTH RAIL OF THE MAIN TRACK, 12 FEET WEST OF THE WEST END OF
 OK0295'THE LEONARD CROSSETT AND RILEY WAREHOUSE, 1 FOOT NORTH OF A
 OK0295'FENCE LINE, AND LEVEL WITH THE TOP OF RAIL.  A U.S. GEOLOGICAL
 OK0295'SURVEY STANDARD DISK, STAMPED B 3 1928 AND SET IN THE TOP OF A
 OK0295'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0294 ***********************************************************************
 QL0294  DESIGNATION -  B 30
 QL0294  PID         -  QL0294
 QL0294  STATE/COUNTY-  MI/MENOMINEE
 QL0294  USGS QUAD   -  MARINETTE EAST (1976)
 QL0294
 QL0294                         *CURRENT SURVEY CONTROL
 QL0294  ___________________________________________________________________
 QL0294* NAD 83(1986)-  45 06 58.     (N)    087 37 00.     (W)     SCALED    
 QL0294* NAVD 88     -       180.886  (meters)     593.46   (feet)  ADJUSTED  
 QL0294  ___________________________________________________________________
 QL0294  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QL0294  DYNAMIC HT  -         180.868 (meters)     593.40  (feet)  COMP
 QL0294  MODELED GRAV-     980,515.7   (mgal)                       NAVD 88
 QL0294
 QL0294  VERT ORDER  -  FIRST     CLASS II
 QL0294
 QL0294.The horizontal coordinates were scaled from a topographic map and have
 QL0294.an estimated accuracy of +/- 6 seconds.
 QL0294
 QL0294.The orthometric height was determined by differential leveling
 QL0294.and adjusted by the National Geodetic Survey in June 1991..
 QL0294.WARNING-Repeat measurements at this control monument indicate possible
 QL0294.vertical movement.
 QL0294
 QL0294.The geoid height was determined by GEOID03.
 QL0294
 QL0294.The dynamic height is computed by dividing the NAVD 88
 QL0294.geopotential number by the normal gravity value computed on the
 QL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0294.degrees latitude (g = 980.6199 gals.).
 QL0294
 QL0294.The modeled gravity was interpolated from observed gravity values.
 QL0294
 QL0294;                    North         East    Units  Estimated Accuracy
 QL0294;SPC MI N     -    37,180.    7,951,470.      MT  (+/- 180 meters Scaled)
 QL0294
 QL0294                          SUPERSEDED SURVEY CONTROL
 QL0294
 QL0294  NGVD 29 (??/??/92)  180.918  (m)          593.56   (f) ADJ UNCH    1 2
 QL0294
 QL0294.Superseded values are not recommended for survey control.
 QL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0294.See file dsdata.txt to determine how the superseded data were derived.
 QL0294
 QL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ514960(NAD 83)
 QL0294_MARKER: DB = BENCH MARK DISK
 QL0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0294_STAMPING: 593.562 B 30 1930
 QL0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0294+STABILITY: SURFACE MOTION
 QL0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0294+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996
 QL0294
 QL0294  HISTORY     - Date     Condition        Report By
 QL0294  HISTORY     - 1930     MONUMENTED       CGS
 QL0294  HISTORY     - 1972     GOOD             NGS
 QL0294  HISTORY     - 1981     GOOD             AEROS
 QL0294  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0294  HISTORY     - 19960319 MARK NOT FOUND   MIDT
 QL0294  HISTORY     - 19961012 MARK NOT FOUND   USPSQD
 QL0294
 QL0294                          STATION DESCRIPTION
 QL0294
 QL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0294'AT MENOMINEE.
 QL0294'AT MENOMINEE, AT THE CROSSING OF 19 TH AVENUE AND THE CHICAGO
 QL0294'AND NORTH WESTERN RAILWAY, 57 FEET NORTHEAST OF THE CENTER OF THE
 QL0294'JUNCTION OF 19 TH AVENUE AND 12 TH STREET, 58 FEET NORTHWEST OF
 QL0294'THE CENTER LINE OF THE CROSSING, 33 FEET NORTH OF THE CENTER
 QL0294'LINE OF THE AVENUE, 20.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 QL0294'1.5 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 QL0294'AVENUE AND SET IN THE TOP OF A CONCRETE POST 6 INCHES BELOW THE
 QL0294'LEVEL OF THE GROUND.  SEC 34, T 32 N, R 27 W.
 QL0294
 QL0294                          STATION RECOVERY (1981)
 QL0294
 QL0294'RECOVERY NOTE BY AERO SERVICE CORPORATION 1981
 QL0294'RECOVERED IN GOOD CONDITION.
 QL0294
 QL0294                          STATION RECOVERY (1990)
 QL0294
 QL0294'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0294'MARK NOT FOUND.
 QL0294
 QL0294                          STATION RECOVERY (1996)
 QL0294
 QL0294'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0294'MARK NOT FOUND.  LOCATED IN QUAD 450873, AT MENOMINEE.  THE RAILROAD
 QL0294'HAS BEEN DISMANTLED AND THE RIGHT OF WAY HAS REVERTED BACK TO PRIVATE
 QL0294'USE.  LOCATION IS NOW A PAVED PARKING LOT.  A SIDEWALK HAS BEEN
 QL0294'CONSTRUCTED NEAR THE LOCATION.  IF MARK STILL EXISTS IT IS
 QL0294'INACCESSIBLE.
 QL0294
 QL0294                          STATION RECOVERY (1996)
 QL0294
 QL0294'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0696 ***********************************************************************
 RK0696  DESIGNATION -  B 30
 RK0696  PID         -  RK0696
 RK0696  STATE/COUNTY-  MI/MARQUETTE
 RK0696  USGS QUAD   -  MARQUETTE (1975)
 RK0696
 RK0696                         *CURRENT SURVEY CONTROL
 RK0696  ___________________________________________________________________
 RK0696* NAD 83(1994)-  46 32 23.80302(N)    087 23 14.47460(W)     ADJUSTED  
 RK0696* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RK0696  ___________________________________________________________________
 RK0696  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 RK0696  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RK0696
 RK0696  HORZ ORDER  -  THIRD
 RK0696
 RK0696.The horizontal coordinates were established by classical geodetic methods
 RK0696.and adjusted by the National Geodetic Survey in February 1997..
 RK0696
 RK0696.The orthometric height was scaled from a topographic map.
 RK0696
 RK0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0696
 RK0696.The geoid height was determined by GEOID03.
 RK0696
 RK0696;                    North         East     Units Scale Factor Converg.
 RK0696;SPC MI N     -   195,310.758 7,970,290.193   MT  0.99991269   -0 16 47.9
 RK0696;SPC MI N     -   640,783.33 26,149,246.04   iFT  0.99991269   -0 16 47.9
 RK0696;UTM  16      - 5,154,114.836   470,299.378   MT  0.99961084   -0 16 52.2
 RK0696
 RK0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0696!SPC MI N     -   0.99997638  x   0.99991269  =   0.99988907
 RK0696!UTM  16      -   0.99997638  x   0.99961084  =   0.99958723
 RK0696
 RK0696                          SUPERSEDED SURVEY CONTROL
 RK0696
 RK0696  NAD 83(1986)-  46 32 23.79927(N)    087 23 14.46780(W) AD(       ) 3
 RK0696
 RK0696.Superseded values are not recommended for survey control.
 RK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0696.See file dsdata.txt to determine how the superseded data were derived.
 RK0696
 RK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7029954115(NAD 83)
 RK0696_MARKER: DE = TRAVERSE STATION DISK
 RK0696_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0696+WITH SETTING: PAVEMENT
 RK0696_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0696+STABILITY: SURFACE MOTION
 RK0696
 RK0696  HISTORY     - Date     Condition        Report By
 RK0696  HISTORY     - 1981     MONUMENTED       NOS
 RK0696  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0696
 RK0696                          STATION DESCRIPTION
 RK0696
 RK0696'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RK0696'THE STATION IS LOCATED IN MARQUETTE ON THE NORTHEAST END OF THE
 RK0696'SOO LINE RAILROAD ORE DOCK IN MARQUETTE HARBOR.
 RK0696'
 RK0696'TO REACH THE STATION FROM THE COAST GUARD IN MARQUETTE, PROCEED
 RK0696'BY BOAT SOUTHWESTERLY ACROSS THE HARBOR BASIN TO THE OFFSHORE
 RK0696'END OF THE ORE DOCK AND THE VICINITY OF THE STATION.
 RK0696'
 RK0696'THE STATION IS A STANDARD USE DISK
 RK0696'STAMPED---30---,
 RK0696'SET INTO A DRILL HOLE
 RK0696'FLUSH WITH THE CONCRETE RETAINING WALL AROUND THE ORE DOCK.
 RK0696'IT IS LOCATED 4.07 METERS (1.2 FT) WEST-NORTHWEST FROM A BOLLARD,
 RK0696'2.0 METERS (0.6 FT) EAST-SOUTHEAST FROM A BOLLARD, AND
 RK0696'1.30 METERS (0.4 FT) NORTHEAST FROM THE INSIDE ANGLE POINT OF THE
 RK0696'RETAINING WALL.
 RK0696'
 RK0696'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.69 METERS.
 RK0696'
 RK0696'DESCRIBED BY B. LINK.
 RK0696
 RK0696                          STATION RECOVERY (2000)
 RK0696
 RK0696'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0696'ACCESS TO THE SITE IS RESTRICTED, HAZARDOUS AREA.  THE ORE DOCK WILL
 RK0696'BE DISMANTLED IN THE FUTURE, IT IS NO LONER IN SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0543 ***********************************************************************
 QK0543  DESIGNATION -  B 301
 QK0543  PID         -  QK0543
 QK0543  STATE/COUNTY-  MI/CHEBOYGAN
 QK0543  USGS QUAD   -  
 QK0543
 QK0543                         *CURRENT SURVEY CONTROL
 QK0543  ___________________________________________________________________
 QK0543* NAD 83(1986)-  45 38 48.     (N)    084 28 21.     (W)     SCALED    
 QK0543* NAVD 88     -       178.208  (meters)     584.67   (feet)  ADJUSTED  
 QK0543  ___________________________________________________________________
 QK0543  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0543  DYNAMIC HT  -         178.206 (meters)     584.66  (feet)  COMP
 QK0543  MODELED GRAV-     980,599.5   (mgal)                       NAVD 88
 QK0543
 QK0543  VERT ORDER  -  FIRST     CLASS II
 QK0543
 QK0543.The horizontal coordinates were scaled from a topographic map and have
 QK0543.an estimated accuracy of +/- 6 seconds.
 QK0543
 QK0543.The orthometric height was determined by differential leveling
 QK0543.and adjusted by the National Geodetic Survey in June 1991..
 QK0543
 QK0543.The geoid height was determined by GEOID03.
 QK0543
 QK0543.The dynamic height is computed by dividing the NAVD 88
 QK0543.geopotential number by the normal gravity value computed on the
 QK0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0543.degrees latitude (g = 980.6199 gals.).
 QK0543
 QK0543.The modeled gravity was interpolated from observed gravity values.
 QK0543
 QK0543;                    North         East    Units  Estimated Accuracy
 QK0543;SPC MI C     -   258,920.    5,991,750.      MT  (+/- 180 meters Scaled)
 QK0543
 QK0543                          SUPERSEDED SURVEY CONTROL
 QK0543
 QK0543.No superseded survey control is available for this station.
 QK0543
 QK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR969578(NAD 83)
 QK0543_MARKER: I = METAL ROD
 QK0543_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0543_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0543_STAMPING: B 301 1983
 QK0543_MARK LOGO: NGS   
 QK0543_PROJECTION: RECESSED 4 CENTIMETERS
 QK0543_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0543_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0543+STABILITY: POSITION/ELEVATION WELL
 QK0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0543+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0543_ROD/PIPE-DEPTH: 12.2 meters
 QK0543_SLEEVE-DEPTH  : 6.09 meters
 QK0543
 QK0543  HISTORY     - Date     Condition        Report By
 QK0543  HISTORY     - 1983     MONUMENTED       NGS
 QK0543  HISTORY     - 19960314 GOOD             NGS
 QK0543
 QK0543                          STATION DESCRIPTION
 QK0543
 QK0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0543'IN CHEBOYGAN.
 QK0543'IN CHEBOYGAN, LOCATED IN THE LAWN BY THE FLAGPOLE AT THE OLD RIVER
 QK0543'RANGE STATION, LOCATED AT 606 WATER STREET, 28.65 METERS (94.0 FT)
 QK0543'EAST-SOUTHEAST OF THE CENTER OF WATER STREET, 15.84 METERS (52.0 FT)
 QK0543'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE RANGE STATION HOUSE,
 QK0543'11.79 METERS (38.7 FT) NORTH-NORTHEAST OF THE CORNER OF THE HOUSE,
 QK0543'2.62 METERS (8.6 FT) SOUTHWEST OF THE FLAGPOLE, 24.84 METERS (81.5 FT)
 QK0543'WEST OF THE WATER GAGE, AND 4.78 METERS (15.7 FT) EAST-SOUTHEAST OF A
 QK0543'CRAB APPLE TREE.
 QK0543'THE MARK IS ABOVE LEVEL WITH STREET.
 QK0543
 QK0543                          STATION RECOVERY (1996)
 QK0543
 QK0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0543'IN CHEBOYGAN, AT 606 WATER STREET, 28.6 M (93.8 FT) SOUTHEAST OF THE
 QK0543'STREET CENTER, 15.8 M (51.8 FT) EAST OF THE NORTH CORNER OF A HOUSE AT
 QK0543'606 WATER STREET, 8.8 M (28.9 FT) SOUTHWEST OF THE SOUTH CORNER OF A
 QK0543'GARAGE, 4.8 M (15.7 FT) NORTHEAST OF A CRAB APPLE TREE, 2.6 M (8.5 FT)
 QK0543'SOUTHWEST OF A FLAGPOLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 QK0543'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0501 ***********************************************************************
 QK0501  DESIGNATION -  B 302
 QK0501  PID         -  QK0501
 QK0501  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0501  USGS QUAD   -  OCQUEOC (1986)
 QK0501
 QK0501                         *CURRENT SURVEY CONTROL
 QK0501  ___________________________________________________________________
 QK0501* NAD 83(1986)-  45 29 54.     (N)    084 06 14.     (W)     SCALED    
 QK0501* NAVD 88     -       181.058  (meters)     594.02   (feet)  ADJUSTED  
 QK0501  ___________________________________________________________________
 QK0501  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QK0501  DYNAMIC HT  -         181.051 (meters)     594.00  (feet)  COMP
 QK0501  MODELED GRAV-     980,577.5   (mgal)                       NAVD 88
 QK0501
 QK0501  VERT ORDER  -  FIRST     CLASS II
 QK0501
 QK0501.The horizontal coordinates were scaled from a topographic map and have
 QK0501.an estimated accuracy of +/- 6 seconds.
 QK0501
 QK0501.The orthometric height was determined by differential leveling
 QK0501.and adjusted by the National Geodetic Survey in June 1991..
 QK0501
 QK0501.The geoid height was determined by GEOID03.
 QK0501
 QK0501.The dynamic height is computed by dividing the NAVD 88
 QK0501.geopotential number by the normal gravity value computed on the
 QK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0501.degrees latitude (g = 980.6199 gals.).
 QK0501
 QK0501.The modeled gravity was interpolated from observed gravity values.
 QK0501
 QK0501;                    North         East    Units  Estimated Accuracy
 QK0501;SPC MI C     -   242,460.    6,020,540.      MT  (+/- 180 meters Scaled)
 QK0501
 QK0501                          SUPERSEDED SURVEY CONTROL
 QK0501
 QK0501.No superseded survey control is available for this station.
 QK0501
 QK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR262423(NAD 83)
 QK0501_MARKER: I = METAL ROD
 QK0501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0501_SP_SET: STAINLESS STEEL ROD
 QK0501_STAMPING: B 302 1983
 QK0501_MARK LOGO: NGS   
 QK0501_PROJECTION: FLUSH
 QK0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0501_ROD/PIPE-DEPTH: 28.0 meters
 QK0501
 QK0501  HISTORY     - Date     Condition        Report By
 QK0501  HISTORY     - 1983     MONUMENTED       NGS
 QK0501  HISTORY     - 20040813 GOOD             USPSQD
 QK0501
 QK0501                          STATION DESCRIPTION
 QK0501
 QK0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0501'26.2 KM (16.3 MI) NW FROM ROGERS CITY.
 QK0501'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0501'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 24.5 KM (15.2 MI)
 QK0501'NORTHWEST ALONG HIGHWAY 23 AT A GRAVEL ROAD LEADING NORTHEAST, THENCE
 QK0501'ABOUT 42.6 METERS (140.0 FT) NORTHEAST TO A GRAVEL T-ROAD, THENCE
 QK0501'0.1 KM (0.05 MI) SOUTHEAST ALONG THE GRAVEL T-ROAD AT BEACH LANE
 QK0501'LEADING NORTHEAST TO THE LAKE HURON SHORE, IS 11.4 KM (7.1 MI)
 QK0501'SOUTH-SOUTHEAST OF THE ENTRANCE ROAD TO THE HAMMOND BAY REFUGE HARBOR,
 QK0501'46.02 METERS (151.0 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD
 QK0501'LEADING NORTHEAST TO THE GRAVEL T-ROAD, 41.02 METERS (134.6 FT)
 QK0501'NORTHEAST OF THE CENTERLINE OF HIGHWAY 23, 3.20 METERS (10.5 FT)
 QK0501'NORTHEAST OF THE GRAVEL T-ROAD LEADING SOUTHEAST, 1.67 METERS (5.5 FT)
 QK0501'SOUTHWEST OF A 2.43 METERS (8.0 FT) HIGH WOOD POLE WITH THE BEACH LANE
 QK0501'SIGN ATTACHED, 0.70 METER (2.3 FT) NORTHWEST OF A POWERLINE POLE
 QK0501'NUMBERED HB 120, AND 20.11 METERS (66.0 FT) SOUTH-SOUTHWEST OF THE
 QK0501'SOUTHWEST CORNER OF A SMALL STUCCO HOUSE.  NOTE, ROD DRIVEN TO THE
 QK0501'DRIVING RATE AND ANCHORED.
 QK0501'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 QK0501'THE MARK IS ABOVE LEVEL WITH GRAVEL T-ROAD.
 QK0501
 QK0501                          STATION RECOVERY (2004)
 QK0501
 QK0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0501'NEW TELEPHONE POLE HAS BEEN INSTALLED TWO FEET NNE OF OLD ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0692 ***********************************************************************
 OJ0692  DESIGNATION -  B 303
 OJ0692  PID         -  OJ0692
 OJ0692  STATE/COUNTY-  MI/BAY
 OJ0692  USGS QUAD   -  PINCONNING (1973)
 OJ0692
 OJ0692                         *CURRENT SURVEY CONTROL
 OJ0692  ___________________________________________________________________
 OJ0692* NAD 83(1986)-  43 48 49.     (N)    083 57 59.     (W)     SCALED    
 OJ0692* NAVD 88     -       183.210  (meters)     601.08   (feet)  ADJUSTED  
 OJ0692  ___________________________________________________________________
 OJ0692  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0692  DYNAMIC HT  -         183.177 (meters)     600.97  (feet)  COMP
 OJ0692  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 OJ0692
 OJ0692  VERT ORDER  -  FIRST     CLASS II
 OJ0692
 OJ0692.The horizontal coordinates were scaled from a topographic map and have
 OJ0692.an estimated accuracy of +/- 6 seconds.
 OJ0692
 OJ0692.The orthometric height was determined by differential leveling
 OJ0692.and adjusted by the National Geodetic Survey in June 1991..
 OJ0692
 OJ0692.The geoid height was determined by GEOID03.
 OJ0692
 OJ0692.The dynamic height is computed by dividing the NAVD 88
 OJ0692.geopotential number by the normal gravity value computed on the
 OJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0692.degrees latitude (g = 980.6199 gals.).
 OJ0692
 OJ0692.The modeled gravity was interpolated from observed gravity values.
 OJ0692
 OJ0692;                    North         East    Units  Estimated Accuracy
 OJ0692;SPC MI S     -   257,080.    4,032,210.      MT  (+/- 180 meters Scaled)
 OJ0692
 OJ0692                          SUPERSEDED SURVEY CONTROL
 OJ0692
 OJ0692.No superseded survey control is available for this station.
 OJ0692
 OJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ614554(NAD 83)
 OJ0692_MARKER: I = METAL ROD
 OJ0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0692_SP_SET: STAINLESS STEEL ROD
 OJ0692_STAMPING: B 303 1983
 OJ0692_MARK LOGO: NGS   
 OJ0692_PROJECTION: FLUSH
 OJ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0692+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0692_ROD/PIPE-DEPTH: 4.87 meters
 OJ0692
 OJ0692  HISTORY     - Date     Condition        Report By
 OJ0692  HISTORY     - 1983     MONUMENTED       NGS
 OJ0692  HISTORY     - 19970824 GOOD             USPSQD
 OJ0692  HISTORY     - 20060128 GOOD             USPSQD
 OJ0692
 OJ0692                          STATION DESCRIPTION
 OJ0692
 OJ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0692'4.5 KM (2.8 MI) SOUTH FROM PINCONNING.
 OJ0692'4.5 KM (2.8 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0692'PINCONNING ROAD IN PINCONNING, TO THE MARK ON THE LEFT, 21.30 METERS
 OJ0692'(69.9 FT) EAST OF CENTERLINE OF HIGHWAY 13, 18.98 METERS (62.3 FT)
 OJ0692'SOUTH OF CENTER OF THE DRIVEWAY TO PLANT, AND 0.76 METER (2.5 FT) EAST
 OJ0692'OF EAST POST OF WACO MANUFACTURING PLANT SIGN.
 OJ0692'THE MARK IS 0.76 METERS  N FROM A WITNESS POST.
 OJ0692'THE MARK IS 0.60 M BELOW HIGHWAY 13.
 OJ0692
 OJ0692                          STATION RECOVERY (1997)
 OJ0692
 OJ0692'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0692'RECOVERED IN GOOD CONDITION.
 OJ0692
 OJ0692                          STATION RECOVERY (2006)
 OJ0692
 OJ0692'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0692'THE WACO MANUFACTURING PLANT IS NOW CLOSED AND THE SIGN HAS BEEN TAKEN
 OJ0692'DOWN.  THE METAL POSTS THAT HELD THE SIGN ARE STILL STANDING BUT THE
 OJ0692'WITNESS POST IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0176 ***********************************************************************
 PK0176  DESIGNATION -  B 304
 PK0176  PID         -  PK0176
 PK0176  STATE/COUNTY-  MI/IOSCO
 PK0176  USGS QUAD   -  TAWAS CITY (1989)
 PK0176
 PK0176                         *CURRENT SURVEY CONTROL
 PK0176  ___________________________________________________________________
 PK0176* NAD 83(1986)-  44 15 23.     (N)    083 31 49.     (W)     SCALED    
 PK0176* NAVD 88     -       178.730  (meters)     586.38   (feet)  ADJUSTED  
 PK0176  ___________________________________________________________________
 PK0176  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0176  DYNAMIC HT  -         178.706 (meters)     586.30  (feet)  COMP
 PK0176  MODELED GRAV-     980,482.7   (mgal)                       NAVD 88
 PK0176
 PK0176  VERT ORDER  -  FIRST     CLASS II
 PK0176
 PK0176.The horizontal coordinates were scaled from a topographic map and have
 PK0176.an estimated accuracy of +/- 6 seconds.
 PK0176
 PK0176.The orthometric height was determined by differential leveling
 PK0176.and adjusted by the National Geodetic Survey in June 1991..
 PK0176
 PK0176.The geoid height was determined by GEOID03.
 PK0176
 PK0176.The dynamic height is computed by dividing the NAVD 88
 PK0176.geopotential number by the normal gravity value computed on the
 PK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0176.degrees latitude (g = 980.6199 gals.).
 PK0176
 PK0176.The modeled gravity was interpolated from observed gravity values.
 PK0176
 PK0176;                    North         East    Units  Estimated Accuracy
 PK0176;SPC MI C     -   104,770.    6,066,790.      MT  (+/- 180 meters Scaled)
 PK0176
 PK0176                          SUPERSEDED SURVEY CONTROL
 PK0176
 PK0176.No superseded survey control is available for this station.
 PK0176
 PK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK980034(NAD 83)
 PK0176_MARKER: I = METAL ROD
 PK0176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0176_SP_SET: STAINLESS STEEL ROD
 PK0176_STAMPING: B 304 1983
 PK0176_MARK LOGO: NGS   
 PK0176_PROJECTION: RECESSED 5 CENTIMETERS
 PK0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0176_ROD/PIPE-DEPTH: 11.0 meters
 PK0176
 PK0176  HISTORY     - Date     Condition        Report By
 PK0176  HISTORY     - 1983     MONUMENTED       NGS
 PK0176  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 PK0176
 PK0176                          STATION DESCRIPTION
 PK0176
 PK0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0176'1.1 KM (0.7 MI) SOUTH FROM TAWAS CITY.
 PK0176'1.1 KM (0.7 MI) SOUTH ALONG LAKE STREET FROM THE POST OFFICE IN TAWAS
 PK0176'CITY TO THE MARK ON THE LEFT, 19.87 METERS (65.2 FT) SOUTHEAST OF THE
 PK0176'CENTERLINE OF LAKE STREET, 13.89 METERS (45.6 FT) NORTH OF THE
 PK0176'NORTHWEST CORNER OF THE SOUTHWESTERNMOST CABIN OF THE MOTEL,
 PK0176'3.13 METERS (10.3 FT) WEST OF A FIRE HYDRANT, 2.95 METERS (9.7 FT)
 PK0176'NORTHWEST OF THE WEST BRACE POLE FOR A MOTEL SIGN, AND 2.07 METERS
 PK0176'(6.8 FT) NORTHEAST OF POWERLINE POLE NUMBER E 2627.
 PK0176'THE MARK IS 0.30 M BELOW LAKE STREET.
 PK0176
 PK0176                          STATION RECOVERY (2005)
 PK0176
 PK0176'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0176'A 2-3 FT HIGH LANDSCAPING MOUND AT SMITH'S PINEHAVEN RESORT COVERS THE
 PK0176'LOCATION OF WHERE THE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0150 ***********************************************************************
 PK0150  DESIGNATION -  B 305
 PK0150  PID         -  PK0150
 PK0150  STATE/COUNTY-  MI/ARENAC
 PK0150  USGS QUAD   -  OMER (1968)
 PK0150
 PK0150                         *CURRENT SURVEY CONTROL
 PK0150  ___________________________________________________________________
 PK0150* NAD 83(1986)-  44 05 41.     (N)    083 48 23.     (W)     SCALED    
 PK0150* NAVD 88     -       189.984  (meters)     623.31   (feet)  ADJUSTED  
 PK0150  ___________________________________________________________________
 PK0150  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0150  DYNAMIC HT  -         189.954 (meters)     623.21  (feet)  COMP
 PK0150  MODELED GRAV-     980,455.0   (mgal)                       NAVD 88
 PK0150
 PK0150  VERT ORDER  -  FIRST     CLASS II
 PK0150
 PK0150.The horizontal coordinates were scaled from a topographic map and have
 PK0150.an estimated accuracy of +/- 6 seconds.
 PK0150
 PK0150.The orthometric height was determined by differential leveling
 PK0150.and adjusted by the National Geodetic Survey in June 1991..
 PK0150
 PK0150.The geoid height was determined by GEOID03.
 PK0150
 PK0150.The dynamic height is computed by dividing the NAVD 88
 PK0150.geopotential number by the normal gravity value computed on the
 PK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0150.degrees latitude (g = 980.6199 gals.).
 PK0150
 PK0150.The modeled gravity was interpolated from observed gravity values.
 PK0150
 PK0150;                    North         East    Units  Estimated Accuracy
 PK0150;SPC MI C     -    86,620.    6,044,870.      MT  (+/- 180 meters Scaled)
 PK0150
 PK0150                          SUPERSEDED SURVEY CONTROL
 PK0150
 PK0150.No superseded survey control is available for this station.
 PK0150
 PK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753862(NAD 83)
 PK0150_MARKER: I = METAL ROD
 PK0150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0150_SP_SET: STAINLESS STEEL ROD
 PK0150_STAMPING: B 305 1983
 PK0150_MARK LOGO: NGS   
 PK0150_PROJECTION: FLUSH
 PK0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0150+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 PK0150_ROD/PIPE-DEPTH: 7.92 meters
 PK0150
 PK0150  HISTORY     - Date     Condition        Report By
 PK0150  HISTORY     - 1983     MONUMENTED       NGS
 PK0150  HISTORY     - 20010811 GOOD             USPSQD
 PK0150  HISTORY     - 20051211 GOOD             USPSQD
 PK0150
 PK0150                          STATION DESCRIPTION
 PK0150
 PK0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0150'8.5 KM (5.3 MI) NE FROM OMER.
 PK0150'3.3 KM (2.05 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0150'ARENAC STATE ROAD IN OMER, THENCE 5.2 KM (3.25 MI) NORTH ALONG STATE
 PK0150'HIGHWAY 65 TO THE MARK ON THE RIGHT, ALSO 2.2 KM (1.35 MI) SOUTH ALONG
 PK0150'HIGHWAY 65 FROM THE JUNCTION OF TWINING ROAD IN TWINING, 9.72 METERS
 PK0150'(31.9 FT) EAST OF THE CENTERLINE OF HIGHWAY 65, 15.94 METERS (52.3 FT)
 PK0150'NORTH-NORTHWEST OF NORTHWEST CORNER OF A TWO STORY HOUSE, 8.56 METERS
 PK0150'(28.1 FT) WEST OF TELEPHONE JUNCTION BOX NUMBER 6000-21, 0.76 METER
 PK0150'(2.5 FT) SOUTH OF A POWERLINE POLE, AND 0.73 METER (2.4 FT) WEST OF A
 PK0150'CONCRETE RIGHT-OF-WAY MARKER.
 PK0150'THE MARK IS 0.76 METERS  S FROM A WITNESS POST.
 PK0150'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0150
 PK0150                          STATION RECOVERY (2001)
 PK0150
 PK0150'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0150'RECOVERED IN GOOD CONDITION.
 PK0150
 PK0150                          STATION RECOVERY (2005)
 PK0150
 PK0150'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0190 ***********************************************************************
 QJ0190  DESIGNATION -  B 306
 QJ0190  PID         -  QJ0190
 QJ0190  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0190  USGS QUAD   -  MOLTKE (1971)
 QJ0190
 QJ0190                         *CURRENT SURVEY CONTROL
 QJ0190  ___________________________________________________________________
 QJ0190* NAD 83(1986)-  45 29 09.     (N)    083 57 48.     (W)     SCALED    
 QJ0190* NAVD 88     -       200.669  (meters)     658.36   (feet)  ADJUSTED  
 QJ0190  ___________________________________________________________________
 QJ0190  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 QJ0190  DYNAMIC HT  -         200.661 (meters)     658.34  (feet)  COMP
 QJ0190  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 QJ0190
 QJ0190  VERT ORDER  -  FIRST     CLASS II
 QJ0190
 QJ0190.The horizontal coordinates were scaled from a topographic map and have
 QJ0190.an estimated accuracy of +/- 6 seconds.
 QJ0190
 QJ0190.The orthometric height was determined by differential leveling
 QJ0190.and adjusted by the National Geodetic Survey in June 1991..
 QJ0190
 QJ0190.The geoid height was determined by GEOID03.
 QJ0190
 QJ0190.The dynamic height is computed by dividing the NAVD 88
 QJ0190.geopotential number by the normal gravity value computed on the
 QJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0190.degrees latitude (g = 980.6199 gals.).
 QJ0190
 QJ0190.The modeled gravity was interpolated from observed gravity values.
 QJ0190
 QJ0190;                    North         East    Units  Estimated Accuracy
 QJ0190;SPC MI C     -   241,120.    6,031,530.      MT  (+/- 180 meters Scaled)
 QJ0190
 QJ0190                          SUPERSEDED SURVEY CONTROL
 QJ0190
 QJ0190.No superseded survey control is available for this station.
 QJ0190
 QJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL684411(NAD 83)
 QJ0190_MARKER: I = METAL ROD
 QJ0190_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0190_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0190_STAMPING: B 306 1983
 QJ0190_MARK LOGO: NGS   
 QJ0190_PROJECTION: FLUSH
 QJ0190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0190+STABILITY: POSITION/ELEVATION WELL
 QJ0190_ROD/PIPE-DEPTH: 7.71 meters
 QJ0190_SLEEVE-DEPTH  : 6.09 meters
 QJ0190
 QJ0190  HISTORY     - Date     Condition        Report By
 QJ0190  HISTORY     - 1983     MONUMENTED       NGS
 QJ0190
 QJ0190                          STATION DESCRIPTION
 QJ0190
 QJ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0190'14.7 KM (9.15 MI) NW FROM ROGERS CITY.
 QJ0190'1.8 KM (1.1 MI) NORTHWEST ALONG THIRD STREET AND U.S. HIGHWAY 23
 QJ0190'BUSINESS FROM THE POST OFFICE IN ROGERS CITY, THENCE 12.95 KM
 QJ0190'(8.05 MI) NORTHWEST ALONG HIGHWAY 23, SET IN THE LAWN AT THE NORTHWEST
 QJ0190'CORNER OF HAROLD SPENS HOME, 49.68 METERS (163.0 FT) SOUTH OF THE
 QJ0190'CENTERLINE OF THE HIGHWAY, 11.64 METERS (38.2 FT) SOUTHWEST OF A
 QJ0190'POWERLINE POLE NUMBERED HB2-130-12A, 10.42 METERS (34.2 FT)
 QJ0190'WEST-NORTHWEST OF THE CENTER OF THE DOOR AT THE MAIN ENTRANCE TO THE
 QJ0190'HOUSE, AND 2.83 METERS (9.3 FT) NORTH OF THE NORTHWEST CORNER OF THE
 QJ0190'HOUSE AND IN LINE WITH THE WEST FACE.
 QJ0190'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0215 ***********************************************************************
 PK0215  DESIGNATION -  B 307
 PK0215  PID         -  PK0215
 PK0215  STATE/COUNTY-  MI/IOSCO
 PK0215  USGS QUAD   -  OSCODA (1989)
 PK0215
 PK0215                         *CURRENT SURVEY CONTROL
 PK0215  ___________________________________________________________________
 PK0215* NAD 83(1986)-  44 29 52.     (N)    083 19 08.     (W)     SCALED    
 PK0215* NAVD 88     -       178.453  (meters)     585.47   (feet)  ADJUSTED  
 PK0215  ___________________________________________________________________
 PK0215  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 PK0215  DYNAMIC HT  -         178.435 (meters)     585.42  (feet)  COMP
 PK0215  MODELED GRAV-     980,513.7   (mgal)                       NAVD 88
 PK0215  OBS GRAVITY -     980,513.0   (mgal)                       GRAV_OBS
 PK0215
 PK0215  VERT ORDER  -  FIRST     CLASS II
 PK0215
 PK0215.The horizontal coordinates were scaled from a topographic map and have
 PK0215.an estimated accuracy of +/- 6 seconds.
 PK0215
 PK0215.The orthometric height was determined by differential leveling
 PK0215.and adjusted by the National Geodetic Survey in June 1991..
 PK0215
 PK0215.The geoid height was determined by GEOID03.
 PK0215
 PK0215.The dynamic height is computed by dividing the NAVD 88
 PK0215.geopotential number by the normal gravity value computed on the
 PK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0215.degrees latitude (g = 980.6199 gals.).
 PK0215
 PK0215.The modeled gravity was interpolated from observed gravity values.
 PK0215.The observed gravity was obtained from relative gravimeter ties
 PK0215.to the IGSN71 gravity network.
 PK0215
 PK0215;                    North         East    Units  Estimated Accuracy
 PK0215;SPC MI C     -   131,780.    6,083,330.      MT  (+/- 180 meters Scaled)
 PK0215
 PK0215                          SUPERSEDED SURVEY CONTROL
 PK0215
 PK0215.No superseded survey control is available for this station.
 PK0215
 PK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK156297(NAD 83)
 PK0215_MARKER: I = METAL ROD
 PK0215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0215_SP_SET: STAINLESS STEEL ROD
 PK0215_STAMPING: B 307 1983
 PK0215_MARK LOGO: NGS   
 PK0215_PROJECTION: FLUSH
 PK0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0215+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0215_ROD/PIPE-DEPTH: 7.31 meters
 PK0215
 PK0215  HISTORY     - Date     Condition        Report By
 PK0215  HISTORY     - 1983     MONUMENTED       NGS
 PK0215  HISTORY     - 20050731 GOOD             USPSQD
 PK0215
 PK0215                          STATION DESCRIPTION
 PK0215
 PK0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0215'8.9 KM (5.55 MI) NORTH FROM OSCODA.
 PK0215'8.9 KM (5.55 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0215'RIVER ROAD IN OSCODA, AT THE JUNCTION OF CHRISTOPHER DRIVE, IN THE
 PK0215'NORTHWEST ANGLE OF THE INTERSECTION, 30.63 METERS (100.5 FT) WEST OF
 PK0215'THE CENTERLINE OF THE HIGHWAY, 10.75 METERS (35.3 FT) NORTH OF THE
 PK0215'APPROXIMATE CENTER OF CHRISTOPHER DRIVE, 2.31 METERS (7.6 FT)
 PK0215'NORTHEAST OF A TELEPHONE JUNCTION BOX, AND 1.70 METERS (5.6 FT) NORTH
 PK0215'OF A POWERLINE POLE WITH SINGLE GUY WIRE.
 PK0215'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0215'THE MARK IS 0.30 M BELOW HIGHWAY.
 PK0215
 PK0215                          STATION RECOVERY (2005)
 PK0215
 PK0215'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0215'WITNESS POST IS BENT IN HALF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0152 ***********************************************************************
 QJ0152  DESIGNATION -  B 308
 QJ0152  PID         -  QJ0152
 QJ0152  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0152  USGS QUAD   -  POSEN (1971)
 QJ0152
 QJ0152                         *CURRENT SURVEY CONTROL
 QJ0152  ___________________________________________________________________
 QJ0152* NAD 83(1986)-  45 20 05.     (N)    083 38 38.     (W)     SCALED    
 QJ0152* NAVD 88     -       202.532  (meters)     664.47   (feet)  ADJUSTED  
 QJ0152  ___________________________________________________________________
 QJ0152  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 QJ0152  DYNAMIC HT  -         202.521 (meters)     664.44  (feet)  COMP
 QJ0152  MODELED GRAV-     980,557.8   (mgal)                       NAVD 88
 QJ0152
 QJ0152  VERT ORDER  -  FIRST     CLASS II
 QJ0152
 QJ0152.The horizontal coordinates were scaled from a topographic map and have
 QJ0152.an estimated accuracy of +/- 6 seconds.
 QJ0152
 QJ0152.The orthometric height was determined by differential leveling
 QJ0152.and adjusted by the National Geodetic Survey in June 1991..
 QJ0152
 QJ0152.The geoid height was determined by GEOID03.
 QJ0152
 QJ0152.The dynamic height is computed by dividing the NAVD 88
 QJ0152.geopotential number by the normal gravity value computed on the
 QJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0152.degrees latitude (g = 980.6199 gals.).
 QJ0152
 QJ0152.The modeled gravity was interpolated from observed gravity values.
 QJ0152
 QJ0152;                    North         East    Units  Estimated Accuracy
 QJ0152;SPC MI C     -   224,500.    6,056,650.      MT  (+/- 180 meters Scaled)
 QJ0152
 QJ0152                          SUPERSEDED SURVEY CONTROL
 QJ0152
 QJ0152.No superseded survey control is available for this station.
 QJ0152
 QJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL928235(NAD 83)
 QJ0152_MARKER: DB = BENCH MARK DISK
 QJ0152_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0152_SP_SET: HEADWALL OF CULVERT
 QJ0152_STAMPING: B 308 1983
 QJ0152_MARK LOGO: NGS   
 QJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0152+STABILITY: SURFACE MOTION
 QJ0152
 QJ0152  HISTORY     - Date     Condition        Report By
 QJ0152  HISTORY     - 1983     MONUMENTED       NGS
 QJ0152  HISTORY     - 20060106 MARK NOT FOUND   MIDT
 QJ0152
 QJ0152                          STATION DESCRIPTION
 QJ0152
 QJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0152'18.8 KM (11.7 MI) SE FROM ROGERS CITY.
 QJ0152'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0152'FROM THE POST OFFICE IN ROGERS CITY, THENCE 13.9 KM (8.65 MI)
 QJ0152'SOUTHEAST ALONG U.S. HIGHWAY 23 AT A CONCRETE CULVERT UNDER THE
 QJ0152'HIGHWAY AND IS SET IN THE WEST END OF THE SOUTH HEADWALL, IS 4.4 KM
 QJ0152'(2.75 MI) EAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF STATE
 QJ0152'HIGHWAY 65, 8.9 METERS (29.2 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 QJ0152'23, 50.99 METERS (167.3 FT) WEST OF THE HIGHWAY 23 SOUTH ROAD SIGN,
 QJ0152'19.20 METERS (63.0 FT) WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM
 QJ0152'HIGHWAY 23 NORTH ROAD SIGN, AND 0.6 METER (2.0 FT) SOUTHEAST OF A
 QJ0152'0.18 METER (0.6 FT) DIAMETER WHITE WOODEN POST PROJECTING 0.6 METER
 QJ0152'(2.0 FT).
 QJ0152'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QJ0152
 QJ0152                          STATION RECOVERY (2006)
 QJ0152
 QJ0152'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0152'MARK DESTROYED DURING ROAD WIDENING 1987, HEADWALL REMOVED CULVERT
 QJ0152'EXTENDED. MIDT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0246 ***********************************************************************
 PK0246  DESIGNATION -  B 309
 PK0246  PID         -  PK0246
 PK0246  STATE/COUNTY-  MI/ALCONA
 PK0246  USGS QUAD   -  BLACK RIVER (1971)
 PK0246
 PK0246                         *CURRENT SURVEY CONTROL
 PK0246  ___________________________________________________________________
 PK0246* NAD 83(1986)-  44 48 26.     (N)    083 20 51.     (W)     SCALED    
 PK0246* NAVD 88     -       207.398  (meters)     680.44   (feet)  ADJUSTED  
 PK0246  ___________________________________________________________________
 PK0246  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 PK0246  DYNAMIC HT  -         207.379 (meters)     680.38  (feet)  COMP
 PK0246  MODELED GRAV-     980,524.0   (mgal)                       NAVD 88
 PK0246
 PK0246  VERT ORDER  -  FIRST     CLASS II
 PK0246
 PK0246.The horizontal coordinates were scaled from a topographic map and have
 PK0246.an estimated accuracy of +/- 6 seconds.
 PK0246
 PK0246.The orthometric height was determined by differential leveling
 PK0246.and adjusted by the National Geodetic Survey in June 1991..
 PK0246
 PK0246.The geoid height was determined by GEOID03.
 PK0246
 PK0246.The dynamic height is computed by dividing the NAVD 88
 PK0246.geopotential number by the normal gravity value computed on the
 PK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0246.degrees latitude (g = 980.6199 gals.).
 PK0246
 PK0246.The modeled gravity was interpolated from observed gravity values.
 PK0246
 PK0246;                    North         East    Units  Estimated Accuracy
 PK0246;SPC MI C     -   166,140.    6,080,620.      MT  (+/- 180 meters Scaled)
 PK0246
 PK0246                          SUPERSEDED SURVEY CONTROL
 PK0246
 PK0246.No superseded survey control is available for this station.
 PK0246
 PK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK143642(NAD 83)
 PK0246_MARKER: I = METAL ROD
 PK0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0246_SP_SET: STAINLESS STEEL ROD
 PK0246_STAMPING: B 309 1983
 PK0246_MARK LOGO: NGS   
 PK0246_PROJECTION: FLUSH
 PK0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0246+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0246_ROD/PIPE-DEPTH: 9.75 meters
 PK0246
 PK0246  HISTORY     - Date     Condition        Report By
 PK0246  HISTORY     - 1983     MONUMENTED       NGS
 PK0246  HISTORY     - 19960511 GOOD             USPSQD
 PK0246  HISTORY     - 20050829 GOOD             USPSQD
 PK0246
 PK0246                          STATION DESCRIPTION
 PK0246
 PK0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0246'17.8 KM (11.05 MI) NORT FROM HARRISVILLE.
 PK0246'17.8 KM (11.05 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0246'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE LEFT,
 PK0246'14.41 METERS (47.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0246'21.98 METERS (72.1 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 PK0246'CEMENT WALL IN THE YARD OF HOUSE NUMBER 5105, 13.84 METERS (45.4 FT)
 PK0246'EAST OF POWERLINE POLE NUMBER 5105, 4.02 METERS (13.2 FT) NORTHWEST OF
 PK0246'A POLE MARKING A TELEPHONE LINE, AND 1.68 METERS (5.5 FT) SOUTH OF A
 PK0246'CLUSTER OF FOUR BEECH TREES.
 PK0246'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 PK0246'THE MARK IS 1.23 M ABOVE HIGHWAY.
 PK0246
 PK0246                          STATION RECOVERY (1996)
 PK0246
 PK0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0246'RECOVERED IN GOOD CONDITION.
 PK0246
 PK0246                          STATION RECOVERY (2005)
 PK0246
 PK0246'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0348 ***********************************************************************
 OJ0348  DESIGNATION -  B 31
 OJ0348  PID         -  OJ0348
 OJ0348  STATE/COUNTY-  MI/TUSCOLA
 OJ0348  USGS QUAD   -  REESE (1973)
 OJ0348
 OJ0348                         *CURRENT SURVEY CONTROL
 OJ0348  ___________________________________________________________________
 OJ0348* NAD 83(1994)-  43 24 27.54528(N)    083 38 28.62454(W)     ADJUSTED  
 OJ0348* NAVD 88     -       199.862  (meters)     655.71   (feet)  ADJUSTED  
 OJ0348  ___________________________________________________________________
 OJ0348  X           -     514,011.594 (meters)                     COMP
 OJ0348  Y           -  -4,612,517.173 (meters)                     COMP
 OJ0348  Z           -   4,360,627.408 (meters)                     COMP
 OJ0348  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 OJ0348  ELLIP HEIGHT-         165.49  (meters)          (07/17/02) GPS OBS
 OJ0348  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OJ0348  DYNAMIC HT  -         199.820 (meters)     655.58  (feet)  COMP
 OJ0348  MODELED GRAV-     980,407.5   (mgal)                       NAVD 88
 OJ0348
 OJ0348  HORZ ORDER  -  FIRST
 OJ0348  VERT ORDER  -  FIRST     CLASS II
 OJ0348  ELLP ORDER  -  FOURTH    CLASS I
 OJ0348
 OJ0348.The horizontal coordinates were established by GPS observations
 OJ0348.and adjusted by the National Geodetic Survey in February 1997..
 OJ0348
 OJ0348.The orthometric height was determined by differential leveling
 OJ0348.and adjusted by the National Geodetic Survey in June 1991..
 OJ0348
 OJ0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0348
 OJ0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0348
 OJ0348.The ellipsoidal height was determined by GPS observations
 OJ0348.and is referenced to NAD 83.
 OJ0348
 OJ0348.The geoid height was determined by GEOID03.
 OJ0348
 OJ0348.The dynamic height is computed by dividing the NAVD 88
 OJ0348.geopotential number by the normal gravity value computed on the
 OJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0348.degrees latitude (g = 980.6199 gals.).
 OJ0348
 OJ0348.The modeled gravity was interpolated from observed gravity values.
 OJ0348
 OJ0348;                    North         East     Units Scale Factor Converg.
 OJ0348;SPC MI S     -   212,154.970 4,058,752.075   MT  0.99994845   +0 29 37.1
 OJ0348;SPC MI S     -   696,046.49 13,316,115.73   iFT  0.99994845   +0 29 37.1
 OJ0348;UTM  17      - 4,809,474.088   286,137.625   MT  1.00016264   -1 48 56.6
 OJ0348
 OJ0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0348!SPC MI S     -   0.99997405  x   0.99994845  =   0.99992250
 OJ0348!UTM  17      -   0.99997405  x   1.00016264  =   1.00013668
 OJ0348
 OJ0348                          SUPERSEDED SURVEY CONTROL
 OJ0348
 OJ0348  NAD 83(1986)-  43 24 27.53760(N)    083 38 28.64420(W) AD(       ) 1
 OJ0348  NAD 83(1986)-  43 24 27.53684(N)    083 38 28.64828(W) AD(       ) 3
 OJ0348  NAVD 88 (09/30/91)  199.86   (m)          655.7    (f) LEVELING    3  
 OJ0348  NGVD 29 (??/??/92)  200.022  (m)          656.24   (f) ADJ UNCH    1 2
 OJ0348
 OJ0348.Superseded values are not recommended for survey control.
 OJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0348.See file dsdata.txt to determine how the superseded data were derived.
 OJ0348
 OJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8613809474(NAD 83)
 OJ0348_MARKER: DB = BENCH MARK DISK
 OJ0348_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OJ0348_SP_SET: HEADWALL
 OJ0348_STAMPING: B 31 1930 656.239
 OJ0348_MARK LOGO: CGS   
 OJ0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0348+STABILITY: SURFACE MOTION
 OJ0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0348+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2005
 OJ0348
 OJ0348  HISTORY     - Date     Condition        Report By
 OJ0348  HISTORY     - 1930     MONUMENTED       CGS
 OJ0348  HISTORY     - 1958     GOOD             NGS
 OJ0348  HISTORY     - 19890301 GOOD             NGS
 OJ0348  HISTORY     - 19990529 GOOD             USPSQD
 OJ0348  HISTORY     - 20050714 GOOD             ROWEIN
 OJ0348
 OJ0348                          STATION DESCRIPTION
 OJ0348
 OJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0348'3.3 MI NW FROM VASSAR.
 OJ0348'3.0 MILES NORTH AND 3 MILES WEST OF VASSAR, TUSCOLA COUNTY,
 OJ0348'1.7 MILES EAST OF RICHVILLE, T. 12 N., R. 7 E., NEAR COR. SECS
 OJ0348'27, 28, 33 AND 34, 5 RAILS NORTHWEST OF THE CROSSING OF STATE
 OJ0348'HIGHWAY N-46, 421 FEET NORTHWEST OF THE CENTERLINE OF A
 OJ0348'NORTH-SOUTH RAILROAD CROSSING, 141 FEET NORTHWEST OF STATE
 OJ0348'HIGHWAY M-46, 8 FEET SOUTHWEST OF CENTERLINE OF RAILROAD TRACKS,
 OJ0348'IN SOUTHEAST END OF SOUTHWEST HEADWALL.  A STANDARD DISK,
 OJ0348'STAMPED 656.239 B 31 1930.
 OJ0348
 OJ0348                          STATION RECOVERY (1989)
 OJ0348
 OJ0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0348'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) NORTHWEST OF VASSAR, 6.1
 OJ0348'KM (3.80 MI) SOUTHEAST OF REESE AND 2.6 KM (1.60 MI) EAST OF
 OJ0348'RICHVILLE.  OWNERSHIP--PENN CENTRAL RAILROAD.
 OJ0348'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 46 IN
 OJ0348'RICHVILLE, GO EAST ON HIGHWAY 46 FOR 2.56 KM (1.60 MI) TO THE STATION
 OJ0348'ON THE LEFT, JUST BEFORE CROSSING THE PENN CENTRAL RAILROAD.
 OJ0348'THE STATION IS SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 OJ0348'HEADWALL OF A 20 X 40 CONCRETE RAILROAD BRIDGE.  LOCATED 43.0 M
 OJ0348'(141.1 FT) NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 46, 1.6 M
 OJ0348'(5.2 FT) SOUTHWEST OF THE NEAR RAIL, AND 0.6 M (2.0 FT) NORTHWEST OF
 OJ0348'THE SOUTHEAST END OF THE HEADWALL.
 OJ0348'NOTE-THERE IS ROOM TO USE TRIPOD OR TRIVET.
 OJ0348'NOTE-THE RAILROAD IS VERY SELDOM USED.
 OJ0348'DESCRIBED BY E.J. HANSMANN.
 OJ0348
 OJ0348                          STATION RECOVERY (1999)
 OJ0348
 OJ0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0348'RECOVERED IN GOOD CONDITION.
 OJ0348
 OJ0348                          STATION RECOVERY (2005)
 OJ0348
 OJ0348'RECOVERY NOTE BY ROWE INCORPORATED 2005 (IDJ)
 OJ0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0093 ***********************************************************************
 QJ0093  DESIGNATION -  B 310
 QJ0093  PID         -  QJ0093
 QJ0093  STATE/COUNTY-  MI/ALPENA
 QJ0093  USGS QUAD   -  ALPENA (1971)
 QJ0093
 QJ0093                         *CURRENT SURVEY CONTROL
 QJ0093  ___________________________________________________________________
 QJ0093* NAD 83(1986)-  45 02 36.     (N)    083 27 26.     (W)     SCALED    
 QJ0093* NAVD 88     -       181.183  (meters)     594.43   (feet)  ADJUSTED  
 QJ0093  ___________________________________________________________________
 QJ0093  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 QJ0093  DYNAMIC HT  -         181.170 (meters)     594.39  (feet)  COMP
 QJ0093  MODELED GRAV-     980,542.4   (mgal)                       NAVD 88
 QJ0093
 QJ0093  VERT ORDER  -  FIRST     CLASS II
 QJ0093
 QJ0093.The horizontal coordinates were scaled from a topographic map and have
 QJ0093.an estimated accuracy of +/- 6 seconds.
 QJ0093
 QJ0093.The orthometric height was determined by differential leveling
 QJ0093.and adjusted by the National Geodetic Survey in June 1991..
 QJ0093
 QJ0093.The geoid height was determined by GEOID03.
 QJ0093
 QJ0093.The dynamic height is computed by dividing the NAVD 88
 QJ0093.geopotential number by the normal gravity value computed on the
 QJ0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0093.degrees latitude (g = 980.6199 gals.).
 QJ0093
 QJ0093.The modeled gravity was interpolated from observed gravity values.
 QJ0093
 QJ0093;                    North         East    Units  Estimated Accuracy
 QJ0093;SPC MI C     -   192,270.    6,071,650.      MT  (+/- 180 meters Scaled)
 QJ0093
 QJ0093                          SUPERSEDED SURVEY CONTROL
 QJ0093
 QJ0093.No superseded survey control is available for this station.
 QJ0093
 QJ0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK064907(NAD 83)
 QJ0093_MARKER: I = METAL ROD
 QJ0093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0093_SP_SET: STAINLESS STEEL ROD
 QJ0093_STAMPING: B 310 1983
 QJ0093_MARK LOGO: NGS   
 QJ0093_PROJECTION: FLUSH
 QJ0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0093_ROD/PIPE-DEPTH: 7.31 meters
 QJ0093
 QJ0093  HISTORY     - Date     Condition        Report By
 QJ0093  HISTORY     - 1983     MONUMENTED       NGS
 QJ0093  HISTORY     - 19990515 GOOD             USPSQD
 QJ0093
 QJ0093                          STATION DESCRIPTION
 QJ0093
 QJ0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0093'4.0 KM (2.5 MI) SOUTH FROM ALPENA.
 QJ0093'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0093'ALPENA TO THE MARK ON THE RIGHT, 28.31 METERS (92.9 FT) WEST OF THE
 QJ0093'CENTERLINE OF THE HIGHWAY, 26.76 METERS (87.8 FT) NORTH OF A LARGE
 QJ0093'METAL LIGHT POLE IN THE CENTER OF THE DRIVE TO THE ALPENA MALL,
 QJ0093'22.65 METERS (74.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK
 QJ0093'BUILDING (HOLIDAY STORE), AND 1.04 METERS (3.4 FT) SOUTH OF POWERLINE
 QJ0093'POLE NUMBER S 80.
 QJ0093'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 QJ0093'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0093
 QJ0093                          STATION RECOVERY (1999)
 QJ0093
 QJ0093'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0446 ***********************************************************************
 QK0446  DESIGNATION -  B 311
 QK0446  PID         -  QK0446
 QK0446  STATE/COUNTY-  MI/EMMET
 QK0446  USGS QUAD   -  DEADMANS HILL (1986)
 QK0446
 QK0446                         *CURRENT SURVEY CONTROL
 QK0446  ___________________________________________________________________
 QK0446* NAD 83(1986)-  45 22 16.     (N)    084 58 01.     (W)     SCALED    
 QK0446* NAVD 88     -       193.016  (meters)     633.25   (feet)  ADJUSTED  
 QK0446  ___________________________________________________________________
 QK0446  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0446  DYNAMIC HT  -         193.011 (meters)     633.24  (feet)  COMP
 QK0446  MODELED GRAV-     980,583.1   (mgal)                       NAVD 88
 QK0446
 QK0446  VERT ORDER  -  FIRST     CLASS II
 QK0446
 QK0446.The horizontal coordinates were scaled from a topographic map and have
 QK0446.an estimated accuracy of +/- 6 seconds.
 QK0446
 QK0446.The orthometric height was determined by differential leveling
 QK0446.and adjusted by the National Geodetic Survey in June 1991..
 QK0446
 QK0446.The geoid height was determined by GEOID03.
 QK0446
 QK0446.The dynamic height is computed by dividing the NAVD 88
 QK0446.geopotential number by the normal gravity value computed on the
 QK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0446.degrees latitude (g = 980.6199 gals.).
 QK0446
 QK0446.The modeled gravity was interpolated from observed gravity values.
 QK0446
 QK0446;                    North         East    Units  Estimated Accuracy
 QK0446;SPC MI C     -   228,470.    5,952,980.      MT  (+/- 180 meters Scaled)
 QK0446
 QK0446                          SUPERSEDED SURVEY CONTROL
 QK0446
 QK0446.No superseded survey control is available for this station.
 QK0446
 QK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR591261(NAD 83)
 QK0446_MARKER: I = METAL ROD
 QK0446_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0446_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0446_STAMPING: B 311 1984
 QK0446_MARK LOGO: NGS   
 QK0446_PROJECTION: FLUSH
 QK0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0446+STABILITY: POSITION/ELEVATION WELL
 QK0446_ROD/PIPE-DEPTH: 7.9  meters
 QK0446_SLEEVE-DEPTH  : 3.1 meters
 QK0446
 QK0446  HISTORY     - Date     Condition        Report By
 QK0446  HISTORY     - 1984     MONUMENTED       NGS
 QK0446  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0446  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0446
 QK0446                          STATION DESCRIPTION
 QK0446
 QK0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0446'IN PETOSKEY.
 QK0446'IN PETOSKEY, AT THE STATE BANK AND TRUST COMPANY, IN THE NORTHWEST
 QK0446'CORNER OF MITCHELL AND MADISON STREETS, 13.9 METERS (45.7 FT) NORTH OF
 QK0446'THE CENTERLINE OF MADISON STREET, 12.0 METERS (39.5 FT) SOUTHWEST OF
 QK0446'THE SOUTHEAST CORNER OF THE BANK, 3.6 METERS (11.8 FT) EAST OF A
 QK0446'FLAGPOLE, AND 3.5 METERS (11.5 FT) WEST OF THE WEST CURB OF THE
 QK0446'DRIVE-IN TELLER DRIVEWAY.
 QK0446'THE MARK IS ABOVE LEVEL WITH CENTER OF MADISON ST.
 QK0446
 QK0446                          STATION RECOVERY (2001)
 QK0446
 QK0446'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0446'MARK NOT FOUND.
 QK0446
 QK0446                          STATION RECOVERY (2001)
 QK0446
 QK0446'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0476 ***********************************************************************
 QK0476  DESIGNATION -  B 312
 QK0476  PID         -  QK0476
 QK0476  STATE/COUNTY-  MI/CHARLEVOIX
 QK0476  USGS QUAD   -  
 QK0476
 QK0476                         *CURRENT SURVEY CONTROL
 QK0476  ___________________________________________________________________
 QK0476* NAD 83(1986)-  45 14 34.     (N)    085 20 48.     (W)     SCALED    
 QK0476* NAVD 88     -       231.299  (meters)     758.85   (feet)  ADJUSTED  
 QK0476  ___________________________________________________________________
 QK0476  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QK0476  DYNAMIC HT  -         231.295 (meters)     758.84  (feet)  COMP
 QK0476  MODELED GRAV-     980,593.0   (mgal)                       NAVD 88
 QK0476
 QK0476  VERT ORDER  -  FIRST     CLASS II
 QK0476
 QK0476.The horizontal coordinates were scaled from a topographic map and have
 QK0476.an estimated accuracy of +/- 6 seconds.
 QK0476
 QK0476.The orthometric height was determined by differential leveling
 QK0476.and adjusted by the National Geodetic Survey in June 1991..
 QK0476
 QK0476.The geoid height was determined by GEOID03.
 QK0476
 QK0476.The dynamic height is computed by dividing the NAVD 88
 QK0476.geopotential number by the normal gravity value computed on the
 QK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0476.degrees latitude (g = 980.6199 gals.).
 QK0476
 QK0476.The modeled gravity was interpolated from observed gravity values.
 QK0476
 QK0476;                    North         East    Units  Estimated Accuracy
 QK0476;SPC MI C     -   214,500.    5,923,070.      MT  (+/- 180 meters Scaled)
 QK0476
 QK0476                          SUPERSEDED SURVEY CONTROL
 QK0476
 QK0476.No superseded survey control is available for this station.
 QK0476
 QK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR297112(NAD 83)
 QK0476_MARKER: I = METAL ROD
 QK0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0476_SP_SET: STAINLESS STEEL ROD
 QK0476_STAMPING: B 312 1984
 QK0476_MARK LOGO: NGS   
 QK0476_PROJECTION: FLUSH
 QK0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0476_ROD/PIPE-DEPTH: 9.1  meters
 QK0476
 QK0476  HISTORY     - Date     Condition        Report By
 QK0476  HISTORY     - 1984     MONUMENTED       NGS
 QK0476
 QK0476                          STATION DESCRIPTION
 QK0476
 QK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0476'11.2 KM (7.0 MI) SOUTH FROM CHARLEVOIX.
 QK0476'11.2 KM (7.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0476'IN CHARLEVOIX, AT FACULAK ROAD WEST, 36.2 METERS (119.0 FT) WEST OF
 QK0476'THE CENTERLINE OF THE HIGHWAY, 24.4 METERS (80.0 FT) SOUTH OF THE
 QK0476'CENTERLINE OF FACULAK ROAD, 16.7 METERS (55.0 FT) NORTH-NORTHWEST OF A
 QK0476'TELEPHONE JUNCTION BOX, AND 0.3 METER (1.0 FT) EAST OF A WIRE FENCE.
 QK0476'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 QK0476'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0367 ***********************************************************************
 PL0367  DESIGNATION -  B 313
 PL0367  PID         -  PL0367
 PL0367  STATE/COUNTY-  MI/ANTRIM
 PL0367  USGS QUAD   -  WALTON (1985)
 PL0367
 PL0367                         *CURRENT SURVEY CONTROL
 PL0367  ___________________________________________________________________
 PL0367* NAD 83(1986)-  44 52 25.     (N)    085 25 30.     (W)     SCALED    
 PL0367* NAVD 88     -       195.047  (meters)     639.92   (feet)  ADJUSTED  
 PL0367  ___________________________________________________________________
 PL0367  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 PL0367  DYNAMIC HT  -         195.038 (meters)     639.89  (feet)  COMP
 PL0367  MODELED GRAV-     980,563.8   (mgal)                       NAVD 88
 PL0367
 PL0367  VERT ORDER  -  FIRST     CLASS II
 PL0367
 PL0367.The horizontal coordinates were scaled from a topographic map and have
 PL0367.an estimated accuracy of +/- 6 seconds.
 PL0367
 PL0367.The orthometric height was determined by differential leveling
 PL0367.and adjusted by the National Geodetic Survey in June 1991..
 PL0367
 PL0367.The geoid height was determined by GEOID03.
 PL0367
 PL0367.The dynamic height is computed by dividing the NAVD 88
 PL0367.geopotential number by the normal gravity value computed on the
 PL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0367.degrees latitude (g = 980.6199 gals.).
 PL0367
 PL0367.The modeled gravity was interpolated from observed gravity values.
 PL0367
 PL0367;                    North         East    Units  Estimated Accuracy
 PL0367;SPC MI C     -   173,550.    5,916,380.      MT  (+/- 180 meters Scaled)
 PL0367
 PL0367                          SUPERSEDED SURVEY CONTROL
 PL0367
 PL0367.No superseded survey control is available for this station.
 PL0367
 PL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ244701(NAD 83)
 PL0367_MARKER: I = METAL ROD
 PL0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0367_SP_SET: STAINLESS STEEL ROD
 PL0367_STAMPING: B 313 1984
 PL0367_MARK LOGO: NGS   
 PL0367_PROJECTION: FLUSH
 PL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0367_ROD/PIPE-DEPTH: 6.1  meters
 PL0367
 PL0367  HISTORY     - Date     Condition        Report By
 PL0367  HISTORY     - 1984     MONUMENTED       NGS
 PL0367  HISTORY     - 19950528 GOOD             USPSQD
 PL0367  HISTORY     - 19991109 GOOD             USPSQD
 PL0367  HISTORY     - 20030301 GOOD             USPSQD
 PL0367
 PL0367                          STATION DESCRIPTION
 PL0367
 PL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0367'3.2 KM (2.0 MI) SW FROM ELK RAPIDS.
 PL0367'3.2 KM (2.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0367'RIVER STREET IN ELK RAPIDS, AT SUNSET SHORE DRIVE LEADING WEST AND THE
 PL0367'CAMELOT MOTEL IN THE SOUTHWEST CORNER, 29.0 METERS (95.2 FT) WEST OF
 PL0367'THE CENTERLINE OF THE HIGHWAY, 6.2 METERS (20.5 FT) SOUTH OF THE
 PL0367'CENTERLINE OF SUNSET SHORE DRIVE, 9.1 METERS (30.0 FT) NORTHWEST OF
 PL0367'THE EAST CORNER OF THE MOTEL, AND 0.8 METER (2.8 FT) EAST OF A
 PL0367'POWERLINE POLE WITH A TRANSFORMER ATTACHED.
 PL0367'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 PL0367
 PL0367                          STATION RECOVERY (1995)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 1995
 PL0367'RECOVERED IN GOOD CONDITION.
 PL0367
 PL0367                          STATION RECOVERY (1999)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0367'RECOVERED IN GOOD CONDITION.
 PL0367
 PL0367                          STATION RECOVERY (2003)
 PL0367
 PL0367'RECOVERY NOTE BY US POWER SQUADRON 2003 (BFV)
 PL0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0396 ***********************************************************************
 PL0396  DESIGNATION -  B 314
 PL0396  PID         -  PL0396
 PL0396  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0396  USGS QUAD   -  
 PL0396
 PL0396                         *CURRENT SURVEY CONTROL
 PL0396  ___________________________________________________________________
 PL0396* NAD 83(1986)-  44 41 16.     (N)    085 39 16.     (W)     SCALED    
 PL0396* NAVD 88     -       274.914  (meters)     901.95   (feet)  ADJUSTED  
 PL0396  ___________________________________________________________________
 PL0396  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 PL0396  DYNAMIC HT  -         274.888 (meters)     901.86  (feet)  COMP
 PL0396  MODELED GRAV-     980,516.1   (mgal)                       NAVD 88
 PL0396
 PL0396  VERT ORDER  -  FIRST     CLASS II
 PL0396
 PL0396.The horizontal coordinates were scaled from a topographic map and have
 PL0396.an estimated accuracy of +/- 6 seconds.
 PL0396
 PL0396.The orthometric height was determined by differential leveling
 PL0396.and adjusted by the National Geodetic Survey in June 1991..
 PL0396
 PL0396.The geoid height was determined by GEOID03.
 PL0396
 PL0396.The dynamic height is computed by dividing the NAVD 88
 PL0396.geopotential number by the normal gravity value computed on the
 PL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0396.degrees latitude (g = 980.6199 gals.).
 PL0396
 PL0396.The modeled gravity was interpolated from observed gravity values.
 PL0396
 PL0396;                    North         East    Units  Estimated Accuracy
 PL0396;SPC MI C     -   153,170.    5,897,930.      MT  (+/- 180 meters Scaled)
 PL0396
 PL0396                          SUPERSEDED SURVEY CONTROL
 PL0396
 PL0396.No superseded survey control is available for this station.
 PL0396
 PL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ066491(NAD 83)
 PL0396_MARKER: I = METAL ROD
 PL0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0396_SP_SET: STAINLESS STEEL ROD
 PL0396_STAMPING: B 314 1984
 PL0396_MARK LOGO: NGS   
 PL0396_PROJECTION: FLUSH
 PL0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0396_ROD/PIPE-DEPTH: 23.1 meters
 PL0396
 PL0396  HISTORY     - Date     Condition        Report By
 PL0396  HISTORY     - 1984     MONUMENTED       NGS
 PL0396  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 PL0396
 PL0396                          STATION DESCRIPTION
 PL0396
 PL0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0396'2.01 KM (1.25 MI) NORTH FROM CHUMS CORNER.
 PL0396'2.01 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0396'STATE HIGHWAY M 37 IN CHUMS CORNER, 21.94 METERS (72.0 FT) EAST OF THE
 PL0396'CENTERLINE OF THE HIGHWAY, 39.62 METERS (130.0 FT) NORTH OF THE
 PL0396'CENTERLINE OF AN EXTENDED EXIT ROAD TO THE SUNDOWNER DRIVE-IN THEATER,
 PL0396'17.06 METERS (56.0 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY LEADING
 PL0396'EAST TO KARLIN MARINE, AND 0.60 METERS (2.0 FT) NORTH OF A POWERLINE
 PL0396'POLE NUMBERED 270.
 PL0396'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 PL0396'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0396
 PL0396                          STATION RECOVERY (1997)
 PL0396
 PL0396'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0290 ***********************************************************************
 OL0290  DESIGNATION -  B 315
 OL0290  PID         -  OL0290
 OL0290  STATE/COUNTY-  MI/MASON
 OL0290  USGS QUAD   -  
 OL0290
 OL0290                         *CURRENT SURVEY CONTROL
 OL0290  ___________________________________________________________________
 OL0290* NAD 83(1986)-  43 57 17.     (N)    086 15 36.     (W)     SCALED    
 OL0290* NAVD 88     -       206.024  (meters)     675.93   (feet)  ADJUSTED  
 OL0290  ___________________________________________________________________
 OL0290  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OL0290  DYNAMIC HT  -         205.988 (meters)     675.81  (feet)  COMP
 OL0290  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 OL0290
 OL0290  VERT ORDER  -  FIRST     CLASS II
 OL0290
 OL0290.The horizontal coordinates were scaled from a topographic map and have
 OL0290.an estimated accuracy of +/- 6 seconds.
 OL0290
 OL0290.The orthometric height was determined by differential leveling
 OL0290.and adjusted by the National Geodetic Survey in June 1991..
 OL0290
 OL0290.The geoid height was determined by GEOID03.
 OL0290
 OL0290.The dynamic height is computed by dividing the NAVD 88
 OL0290.geopotential number by the normal gravity value computed on the
 OL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0290.degrees latitude (g = 980.6199 gals.).
 OL0290
 OL0290.The modeled gravity was interpolated from observed gravity values.
 OL0290
 OL0290;                    North         East    Units  Estimated Accuracy
 OL0290;SPC MI C     -    72,680.    5,848,030.      MT  (+/- 180 meters Scaled)
 OL0290
 OL0290                          SUPERSEDED SURVEY CONTROL
 OL0290
 OL0290.No superseded survey control is available for this station.
 OL0290
 OL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP593671(NAD 83)
 OL0290_MARKER: I = METAL ROD
 OL0290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0290_SP_SET: STAINLESS STEEL ROD
 OL0290_STAMPING: B 315 1984
 OL0290_MARK LOGO: NGS   
 OL0290_PROJECTION: FLUSH
 OL0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0290+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 OL0290_ROD/PIPE-DEPTH: 17.1 meters
 OL0290
 OL0290  HISTORY     - Date     Condition        Report By
 OL0290  HISTORY     - 1984     MONUMENTED       NGS
 OL0290  HISTORY     - 19961024 GOOD             USPSQD
 OL0290  HISTORY     - 20010815 GOOD             NGS
 OL0290  HISTORY     - 20051013 GOOD             USPSQD
 OL0290
 OL0290                          STATION DESCRIPTION
 OL0290
 OL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0290'3.1 KM (1.95 MI) WEST FROM CUSTER.
 OL0290'3.1 KM (1.95 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0290'CUSTER, AT THE INTERSECTION OF TUTTLE ROAD, ALSO 0.3 KM (0.25 MI)
 OL0290'NORTH ALONG MAIN STREET FROM THE POST OFFICE IN SCOTTVILLE, THENCE
 OL0290'1.6 KM (1.0 MI) EAST ALONG U.S. HIGHWAY 10, 21.18 METERS (69.5 FT)
 OL0290'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 7.92 METERS (26.0 FT) EAST OF
 OL0290'THE CENTER OF TUTTLE ROAD LEADING SOUTH, 46.81 METERS (153.6 FT)
 OL0290'EAST-NORTHEAST OF THE NORTHEAST CORNER OF GERIS THRIFT SHOP,
 OL0290'5.05 METERS (16.6 FT) SOUTH OF A GUY WIRE ANCHOR, 4.26 METERS
 OL0290'(14.0 FT) EAST OF A GUY WIRE ANCHOR AND 0.76 METERS (2.5 FT) WEST OF A
 OL0290'POWERLINE POLE WITH A TRANSFORMER.  NOTE, DRIVING RATE EXCEEDED, ROD
 OL0290'ANCHORED.
 OL0290'THE MARK IS 0.18 METERS  E FROM A WITNESS POST.
 OL0290'THE MARK IS 0.60 M ABOVE HIGHWAY.
 OL0290
 OL0290                          STATION RECOVERY (1996)
 OL0290
 OL0290'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0290'RECOVERED IN GOOD CONDITION.
 OL0290
 OL0290                          STATION RECOVERY (2001)
 OL0290
 OL0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0290
 OL0290                          STATION RECOVERY (2005)
 OL0290
 OL0290'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0334 ***********************************************************************
 OL0334  DESIGNATION -  B 316
 OL0334  PID         -  OL0334
 OL0334  STATE/COUNTY-  MI/OCEANA
 OL0334  USGS QUAD   -  
 OL0334
 OL0334                         *CURRENT SURVEY CONTROL
 OL0334  ___________________________________________________________________
 OL0334* NAD 83(1986)-  43 37 02.     (N)    086 21 29.     (W)     SCALED    
 OL0334* NAVD 88     -       254.111  (meters)     833.70   (feet)  ADJUSTED  
 OL0334  ___________________________________________________________________
 OL0334  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OL0334  DYNAMIC HT  -         254.061 (meters)     833.53  (feet)  COMP
 OL0334  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 OL0334
 OL0334  VERT ORDER  -  FIRST     CLASS II
 OL0334
 OL0334.The horizontal coordinates were scaled from a topographic map and have
 OL0334.an estimated accuracy of +/- 6 seconds.
 OL0334
 OL0334.The orthometric height was determined by differential leveling
 OL0334.and adjusted by the National Geodetic Survey in June 1991..
 OL0334
 OL0334.The geoid height was determined by GEOID03.
 OL0334
 OL0334.The dynamic height is computed by dividing the NAVD 88
 OL0334.geopotential number by the normal gravity value computed on the
 OL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0334.degrees latitude (g = 980.6199 gals.).
 OL0334
 OL0334.The modeled gravity was interpolated from observed gravity values.
 OL0334
 OL0334;                    North         East    Units  Estimated Accuracy
 OL0334;SPC MI S     -   237,090.    3,839,270.      MT  (+/- 180 meters Scaled)
 OL0334
 OL0334                          SUPERSEDED SURVEY CONTROL
 OL0334
 OL0334.No superseded survey control is available for this station.
 OL0334
 OL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP517295(NAD 83)
 OL0334_MARKER: I = METAL ROD
 OL0334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0334_SP_SET: STAINLESS STEEL ROD
 OL0334_STAMPING: B 316 1984
 OL0334_MARK LOGO: NGS   
 OL0334_PROJECTION: FLUSH
 OL0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0334+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 OL0334_ROD/PIPE-DEPTH: 17.1 meters
 OL0334
 OL0334  HISTORY     - Date     Condition        Report By
 OL0334  HISTORY     - 1984     MONUMENTED       NGS
 OL0334  HISTORY     - 19940820 GOOD             USPSQD
 OL0334  HISTORY     - 20010928 GOOD             USPSQD
 OL0334  HISTORY     - 20041014 GOOD             USPSQD
 OL0334
 OL0334                          STATION DESCRIPTION
 OL0334
 OL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0334'1.0 KM (0.65 MI) NNE FROM SHELBY.
 OL0334'1.0 KM (0.65 MI) NORTHEAST ALONG STATE STREET (OCEANA HIGHWAY) FROM A
 OL0334'FIVE POINT INTERSECTION OF FIRST STREET WEST, MICHIGAN AVENUE, AND
 OL0334'STATE STREET IN SHELBY, AT THE SOUTHEAST CORNER OF THE SHELBY HIGH
 OL0334'SCHOOL YARD, 10.66 METERS (35.0 FT) WEST OF THE CENTERLINE OF STATE
 OL0334'STREET (OCEANA HIGHWAY), 29.87 METERS (98.0 FT) WEST-NORTHWEST AND
 OL0334'ACROSS STATE STREET FROM THE NORTHWEST CORNER OF THE CHERRY HILL SUPER
 OL0334'MARKET, 22.86 METERS (75.0 FT) SOUTH OF A TELEPHONE POLE AND A (CATV)
 OL0334'JUNCTION BOX ON THE WEST SIDE OF THE POLE, 0.60 METERS (2.0 FT)
 OL0334'WEST-NORTHWEST OF THE EAST END POST OF A CHAIN LINK FENCE, AND
 OL0334'0.15 METERS (0.5 FT) NORTH OF THE CHAIN LINK FENCE.  NOTE, DRIVING
 OL0334'RATE EXCEEDED AND ANCHORED.
 OL0334'THE MARK IS 0.27 METERS  NE FROM A WITNESS POST.
 OL0334'THE MARK IS 0.15 M BELOW STATE STREET.
 OL0334
 OL0334                          STATION RECOVERY (1994)
 OL0334
 OL0334'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0334'RECOVERED IN GOOD CONDITION.
 OL0334
 OL0334                          STATION RECOVERY (2001)
 OL0334
 OL0334'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0334'RECOVERED IN GOOD CONDITION.
 OL0334
 OL0334                          STATION RECOVERY (2004)
 OL0334
 OL0334'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0367 ***********************************************************************
 OL0367  DESIGNATION -  B 317
 OL0367  PID         -  OL0367
 OL0367  STATE/COUNTY-  MI/MUSKEGON
 OL0367  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0367
 OL0367                         *CURRENT SURVEY CONTROL
 OL0367  ___________________________________________________________________
 OL0367* NAD 83(1986)-  43 13 15.     (N)    086 15 45.     (W)     SCALED    
 OL0367* NAVD 88     -       188.974  (meters)     619.99   (feet)  ADJUSTED  
 OL0367  ___________________________________________________________________
 OL0367  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 OL0367  DYNAMIC HT  -         188.934 (meters)     619.86  (feet)  COMP
 OL0367  MODELED GRAV-     980,405.1   (mgal)                       NAVD 88
 OL0367
 OL0367  VERT ORDER  -  FIRST     CLASS II
 OL0367
 OL0367.The horizontal coordinates were scaled from a topographic map and have
 OL0367.an estimated accuracy of +/- 6 seconds.
 OL0367
 OL0367.The orthometric height was determined by differential leveling
 OL0367.and adjusted by the National Geodetic Survey in June 1991..
 OL0367
 OL0367.The geoid height was determined by GEOID03.
 OL0367
 OL0367.The dynamic height is computed by dividing the NAVD 88
 OL0367.geopotential number by the normal gravity value computed on the
 OL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0367.degrees latitude (g = 980.6199 gals.).
 OL0367
 OL0367.The modeled gravity was interpolated from observed gravity values.
 OL0367
 OL0367;                    North         East    Units  Estimated Accuracy
 OL0367;SPC MI S     -   192,880.    3,845,990.      MT  (+/- 180 meters Scaled)
 OL0367
 OL0367                          SUPERSEDED SURVEY CONTROL
 OL0367
 OL0367.No superseded survey control is available for this station.
 OL0367
 OL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN598856(NAD 83)
 OL0367_MARKER: I = METAL ROD
 OL0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0367_SP_SET: STAINLESS STEEL ROD
 OL0367_STAMPING: B 317 1984
 OL0367_MARK LOGO: NGS   
 OL0367_PROJECTION: RECESSED 5 CENTIMETERS
 OL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0367_ROD/PIPE-DEPTH: 20.9 meters
 OL0367
 OL0367  HISTORY     - Date     Condition        Report By
 OL0367  HISTORY     - 1984     MONUMENTED       NGS
 OL0367  HISTORY     - 19940728 GOOD             USPSQD
 OL0367
 OL0367                          STATION DESCRIPTION
 OL0367
 OL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0367'IN MUSKEGON.
 OL0367'IN MUSKEGON, LOCATED AT THE INTERSECTION OF HENRY STREET AND WEST
 OL0367'LARCH AVENUE, WHICH IS ONE BLOCK NORTH OF LAKETON AVENUE, 11.52 METERS
 OL0367'(37.8 FT) SOUTH OF THE CENTER OF WEST LARCH AVENUE, 11.46 METERS
 OL0367'(37.6 FT) EAST OF THE CENTER OF HENRY STREET, 3.47 METERS (11.4 FT)
 OL0367'WEST-SOUTHWEST OF THE WEST RAIL OF THE CHESAPEAKE AND OHIO RAILROAD
 OL0367'TRACKS, 0.67 METERS (2.2 FT) WEST-NORTHWEST OF A TELEPHONE POLE, AND
 OL0367'0.70 METERS (2.3 FT) EAST OF A GUY WIRE ANCHOR.  NOTE, DRIVEN TO
 OL0367'REFUSAL AND ANCHORED.
 OL0367'THE MARK IS 0.67 METERS  ENE FROM A WITNESS POST.
 OL0367'THE MARK IS ABOVE LEVEL WITH STREET.
 OL0367
 OL0367                          STATION RECOVERY (1994)
 OL0367
 OL0367'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0415 ***********************************************************************
 PL0415  DESIGNATION -  B 318
 PL0415  PID         -  PL0415
 PL0415  STATE/COUNTY-  MI/MANISTEE
 PL0415  USGS QUAD   -  COPEMISH (1987)
 PL0415
 PL0415                         *CURRENT SURVEY CONTROL
 PL0415  ___________________________________________________________________
 PL0415* NAD 83(1986)-  44 29 02.     (N)    085 55 42.     (W)     SCALED    
 PL0415* NAVD 88     -       244.307  (meters)     801.53   (feet)  ADJUSTED  
 PL0415  ___________________________________________________________________
 PL0415  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 PL0415  DYNAMIC HT  -         244.277 (meters)     801.43  (feet)  COMP
 PL0415  MODELED GRAV-     980,487.2   (mgal)                       NAVD 88
 PL0415  OBS GRAVITY -     980,490.3   (mgal)                       GRAV_OBS
 PL0415
 PL0415  VERT ORDER  -  FIRST     CLASS II
 PL0415
 PL0415.The horizontal coordinates were scaled from a topographic map and have
 PL0415.an estimated accuracy of +/- 6 seconds.
 PL0415
 PL0415.The orthometric height was determined by differential leveling
 PL0415.and adjusted by the National Geodetic Survey in June 1991..
 PL0415
 PL0415.The geoid height was determined by GEOID03.
 PL0415
 PL0415.The dynamic height is computed by dividing the NAVD 88
 PL0415.geopotential number by the normal gravity value computed on the
 PL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0415.degrees latitude (g = 980.6199 gals.).
 PL0415
 PL0415.The modeled gravity was interpolated from observed gravity values.
 PL0415.The observed gravity was obtained from relative gravimeter ties
 PL0415.to the IGSN71 gravity network.
 PL0415
 PL0415;                    North         East    Units  Estimated Accuracy
 PL0415;SPC MI C     -   130,900.    5,875,780.      MT  (+/- 180 meters Scaled)
 PL0415
 PL0415                          SUPERSEDED SURVEY CONTROL
 PL0415
 PL0415.No superseded survey control is available for this station.
 PL0415
 PL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ852261(NAD 83)
 PL0415_MARKER: I = METAL ROD
 PL0415_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0415_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PL0415_STAMPING: B 318 1984
 PL0415_MARK LOGO: NGS   
 PL0415_PROJECTION: FLUSH
 PL0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0415+STABILITY: POSITION/ELEVATION WELL
 PL0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0415+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2002
 PL0415_ROD/PIPE-DEPTH: 24.4 meters
 PL0415_SLEEVE-DEPTH  : 3.0 meters
 PL0415
 PL0415  HISTORY     - Date     Condition        Report By
 PL0415  HISTORY     - 1984     MONUMENTED       NGS
 PL0415  HISTORY     - 19961023 GOOD             USPSQD
 PL0415  HISTORY     - 20010331 GOOD             NGS
 PL0415  HISTORY     - 20020820 GOOD             INDIV
 PL0415
 PL0415                          STATION DESCRIPTION
 PL0415
 PL0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0415'IN COPEMISH.
 PL0415'IN COPEMISH, ABOUT ONE BLOCK SOUTHWEST OF HIGHWAY M 115 ON SPRINGDALE
 PL0415'ROAD, AT THE SOUTHEAST CORNER AND IN THE LAWN OF THE SAINT RAPHAELS
 PL0415'CATHOLIC CHURCH, 25.9 METERS (85.0 FT) NORTH-NORTHWEST OF THE
 PL0415'CENTERLINE OF SPRINGDALE ROAD, 6.6 METERS (21.6 FT) EAST-SOUTHEAST OF
 PL0415'THE SOUTHEAST CORNER OF THE CHURCH, 1.8 METERS (16.0 FT)
 PL0415'WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE ASPHALT PARKING LOT,
 PL0415'20.1 METERS (66.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 PL0415'EAST ENTRANCE SIDEWALK TO THE CHURCH, 2.0 METERS (6.4 FT)
 PL0415'NORTH-NORTHWEST OF A TWO FEET HIGH SHRUB PINE, 2.1 METERS (7.0 FT)
 PL0415'NORTHEAST OF A TWO FEET HIGH SHRUB PINE, AND 4.9 METERS (16.0 FT)
 PL0415'SOUTHEAST OF A FOUR INCH BLUE SPRUCE TREE.
 PL0415'THE MARK IS ABOVE LEVEL WITH PARKING LOT SURFACE.
 PL0415
 PL0415                          STATION RECOVERY (1996)
 PL0415
 PL0415'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0415'RECOVERED IN GOOD CONDITION.
 PL0415
 PL0415                          STATION RECOVERY (2001)
 PL0415
 PL0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0415'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 PL0415
 PL0415                          STATION RECOVERY (2002)
 PL0415
 PL0415'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PGB)
 PL0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0417 ***********************************************************************
 NG0417  DESIGNATION -  B 319
 NG0417  PID         -  NG0417
 NG0417  STATE/COUNTY-  MI/ALLEGAN
 NG0417  USGS QUAD   -  HAMILTON WEST (1981)
 NG0417
 NG0417                         *CURRENT SURVEY CONTROL
 NG0417  ___________________________________________________________________
 NG0417* NAD 83(1986)-  42 44 51.     (N)    086 05 47.     (W)     SCALED    
 NG0417* NAVD 88     -       206.976  (meters)     679.05   (feet)  ADJUSTED  
 NG0417  ___________________________________________________________________
 NG0417  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NG0417  DYNAMIC HT  -         206.925 (meters)     678.89  (feet)  COMP
 NG0417  MODELED GRAV-     980,366.0   (mgal)                       NAVD 88
 NG0417
 NG0417  VERT ORDER  -  FIRST     CLASS II
 NG0417
 NG0417.The horizontal coordinates were scaled from a topographic map and have
 NG0417.an estimated accuracy of +/- 6 seconds.
 NG0417
 NG0417.The orthometric height was determined by differential leveling
 NG0417.and adjusted by the National Geodetic Survey in June 1991..
 NG0417
 NG0417.The geoid height was determined by GEOID03.
 NG0417
 NG0417.The dynamic height is computed by dividing the NAVD 88
 NG0417.geopotential number by the normal gravity value computed on the
 NG0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0417.degrees latitude (g = 980.6199 gals.).
 NG0417
 NG0417.The modeled gravity was interpolated from observed gravity values.
 NG0417
 NG0417;                    North         East    Units  Estimated Accuracy
 NG0417;SPC MI S     -   140,020.    3,858,400.      MT  (+/- 180 meters Scaled)
 NG0417
 NG0417                          SUPERSEDED SURVEY CONTROL
 NG0417
 NG0417.No superseded survey control is available for this station.
 NG0417
 NG0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN739331(NAD 83)
 NG0417_MARKER: I = METAL ROD
 NG0417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0417_SP_SET: STAINLESS STEEL ROD
 NG0417_STAMPING: B 319 1984
 NG0417_MARK LOGO: NGS   
 NG0417_PROJECTION: FLUSH
 NG0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0417_ROD/PIPE-DEPTH: 10.6 meters
 NG0417
 NG0417  HISTORY     - Date     Condition        Report By
 NG0417  HISTORY     - 1984     MONUMENTED       NGS
 NG0417  HISTORY     - 1988     GOOD             USPSQD
 NG0417
 NG0417                          STATION DESCRIPTION
 NG0417
 NG0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0417'4.8 KM (3.0 MI) SOUTH FROM HOLLAND.
 NG0417'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL IN
 NG0417'HOLLAND, THENCE 1.8 KM (1.0 MI) SOUTHEAST ALONG STATE STREET, THENCE
 NG0417'2.4 KM (1.5 MI) SOUTH ALONG LINCOLN AVENUE, AT THE TOP OF A SMALL HILL
 NG0417'AND THE SCHAAP RESIDENCES ON THE WEST SIDE OF THE STREET, 8.07 METERS
 NG0417'(26.5 FT) WEST OF THE CENTERLINE OF LINCOLN AVENUE, 16.21 METERS
 NG0417'(53.2 FT) SOUTH OF THE CENTER OF THE DRIVEWAY LEADING WEST,
 NG0417'3.84 METERS (12.6 FT) SOUTH OF A GUY WIRE ANCHOR, 2.89 METERS (9.5 FT)
 NG0417'SOUTHEAST OF A TELEPHONE JUNCTION BOX, 2.43 METERS (8.0 FT) EAST OF A
 NG0417'GUY WIRE ANCHOR, AND 0.76 METERS (2.5 FT) NORTH OF A POWERLINE POLE
 NG0417'WITH A STREET LIGHT ATTACHED.  NOTE, DRIVING RATE 2 1/2 MINUTES PER
 NG0417'FOOT AND ROD ANCHORED.
 NG0417'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NG0417'THE MARK IS 0.15 M BELOW LINCOLN AVENUE.
 NG0417
 NG0417                          STATION RECOVERY (1988)
 NG0417
 NG0417'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0414 ***********************************************************************
 NE0414  DESIGNATION -  B 32
 NE0414  PID         -  NE0414
 NE0414  STATE/COUNTY-  MI/OAKLAND
 NE0414  USGS QUAD   -  ROCHESTER (1981)
 NE0414
 NE0414                         *CURRENT SURVEY CONTROL
 NE0414  ___________________________________________________________________
 NE0414* NAD 83(1986)-  42 43 53.     (N)    083 09 41.     (W)     SCALED    
 NE0414* NAVD 88     -       256.416  (meters)     841.26   (feet)  ADJUSTED  
 NE0414  ___________________________________________________________________
 NE0414  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0414  DYNAMIC HT  -         256.337 (meters)     841.00  (feet)  COMP
 NE0414  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 NE0414
 NE0414  VERT ORDER  -  FIRST     CLASS II
 NE0414
 NE0414.The horizontal coordinates were scaled from a topographic map and have
 NE0414.an estimated accuracy of +/- 6 seconds.
 NE0414
 NE0414.The orthometric height was determined by differential leveling
 NE0414.and adjusted by the National Geodetic Survey in June 1991..
 NE0414
 NE0414.The geoid height was determined by GEOID03.
 NE0414
 NE0414.The dynamic height is computed by dividing the NAVD 88
 NE0414.geopotential number by the normal gravity value computed on the
 NE0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0414.degrees latitude (g = 980.6199 gals.).
 NE0414
 NE0414.The modeled gravity was interpolated from observed gravity values.
 NE0414
 NE0414;                    North         East    Units  Estimated Accuracy
 NE0414;SPC MI S     -   137,490.    4,098,690.      MT  (+/- 180 meters Scaled)
 NE0414
 NE0414                          SUPERSEDED SURVEY CONTROL
 NE0414
 NE0414  NGVD 29 (??/??/92)  256.544  (m)          841.68   (f) ADJ UNCH    1 2
 NE0414
 NE0414.Superseded values are not recommended for survey control.
 NE0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0414.See file dsdata.txt to determine how the superseded data were derived.
 NE0414
 NE0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH230332(NAD 83)
 NE0414_MARKER: DB = BENCH MARK DISK
 NE0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0414_STAMPING: 841.678 B 32 1930
 NE0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0414+STABILITY: SURFACE MOTION
 NE0414
 NE0414  HISTORY     - Date     Condition        Report By
 NE0414  HISTORY     - 1930     MONUMENTED       CGS
 NE0414  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0414
 NE0414                          STATION DESCRIPTION
 NE0414
 NE0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0414'AT GOODISON.
 NE0414'AT GOODISON, OAKLAND COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NE0414'7 RAILS NORTHWEST OF THE STATION, 39 FEET SOUTHWEST OF THE
 NE0414'SOUTHWEST RAIL OF THE MAIN TRACK, AND IN LINE WITH A ROW OF
 NE0414'POLES.  A STANDARD DISK, STAMPED 841.678 B 32 1930 AND SET IN
 NE0414'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0277 ***********************************************************************
 PM0277  DESIGNATION -  B 320
 PM0277  PID         -  PM0277
 PM0277  STATE/COUNTY-  MI/MASON
 PM0277  USGS QUAD   -  
 PM0277
 PM0277                         *CURRENT SURVEY CONTROL
 PM0277  ___________________________________________________________________
 PM0277* NAD 83(1986)-  44 08 06.     (N)    086 16 46.     (W)     SCALED    
 PM0277* NAVD 88     -       203.212  (meters)     666.70   (feet)  ADJUSTED  
 PM0277  ___________________________________________________________________
 PM0277  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 PM0277  DYNAMIC HT  -         203.183 (meters)     666.61  (feet)  COMP
 PM0277  MODELED GRAV-     980,467.6   (mgal)                       NAVD 88
 PM0277
 PM0277  VERT ORDER  -  FIRST     CLASS II
 PM0277
 PM0277.The horizontal coordinates were scaled from a topographic map and have
 PM0277.an estimated accuracy of +/- 6 seconds.
 PM0277
 PM0277.The orthometric height was determined by differential leveling
 PM0277.and adjusted by the National Geodetic Survey in June 1991..
 PM0277
 PM0277.The geoid height was determined by GEOID03.
 PM0277
 PM0277.The dynamic height is computed by dividing the NAVD 88
 PM0277.geopotential number by the normal gravity value computed on the
 PM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0277.degrees latitude (g = 980.6199 gals.).
 PM0277
 PM0277.The modeled gravity was interpolated from observed gravity values.
 PM0277
 PM0277;                    North         East    Units  Estimated Accuracy
 PM0277;SPC MI C     -    92,740.    5,846,940.      MT  (+/- 180 meters Scaled)
 PM0277
 PM0277                          SUPERSEDED SURVEY CONTROL
 PM0277
 PM0277.No superseded survey control is available for this station.
 PM0277
 PM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP576871(NAD 83)
 PM0277_MARKER: I = METAL ROD
 PM0277_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0277_SP_SET: STAINLESS STEEL ROD
 PM0277_STAMPING: B 320 1984
 PM0277_MARK LOGO: NGS   
 PM0277_PROJECTION: FLUSH
 PM0277_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0277+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 PM0277_ROD/PIPE-DEPTH: 18.3 meters
 PM0277
 PM0277  HISTORY     - Date     Condition        Report By
 PM0277  HISTORY     - 1984     MONUMENTED       NGS
 PM0277  HISTORY     - 19931207 GOOD             MIDT
 PM0277  HISTORY     - 19961118 GOOD             USPSQD
 PM0277  HISTORY     - 20010815 GOOD             NGS
 PM0277  HISTORY     - 20051013 GOOD             USPSQD
 PM0277
 PM0277                          STATION DESCRIPTION
 PM0277
 PM0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0277'13.9 KM (8.6 MI) SOUTH FROM MANISTEE.
 PM0277'13.9 KM (8.6 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0277'MANISTEE, AT THE JUNCTION OF KOENIG ROAD, 10.2 METERS (33.6 FT) EAST
 PM0277'OF THE CENTERLINE OF THE HIGHWAY, 20.7 METERS (68.0 FT) SOUTH OF THE
 PM0277'APPROXIMATE CENTER OF KOENIG ROAD, 1.1 METERS (3.7 FT) SOUTH OF A
 PM0277'POWERLINE POLE, 7.7 METERS (25.3 FT) SOUTH-SOUTHWEST OF A TELEPHONE
 PM0277'JUNCTION BOX, AND 11.9 METERS (39.0 FT) SOUTH OF THE SOUTH END OF A
 PM0277'TEN FEET CONCRETE CULVERT HEADWALL.  NOTE, ROD DRIVEN TO DRIVING RATE.
 PM0277'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 PM0277'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PM0277
 PM0277                          STATION RECOVERY (1993)
 PM0277
 PM0277'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JHC)
 PM0277'RECOVERED IN GOOD CONDITION.
 PM0277
 PM0277                          STATION RECOVERY (1996)
 PM0277
 PM0277'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0277'RECOVERED IN GOOD CONDITION.
 PM0277
 PM0277                          STATION RECOVERY (2001)
 PM0277
 PM0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0277'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0277
 PM0277                          STATION RECOVERY (2005)
 PM0277
 PM0277'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0423 ***********************************************************************
 PL0423  DESIGNATION -  B 321
 PL0423  PID         -  PL0423
 PL0423  STATE/COUNTY-  MI/MANISTEE
 PL0423  USGS QUAD   -  COPEMISH (1987)
 PL0423
 PL0423                         *CURRENT SURVEY CONTROL
 PL0423  ___________________________________________________________________
 PL0423* NAD 83(1986)-  44 23 02.     (N)    085 58 54.     (W)     SCALED    
 PL0423* NAVD 88     -       232.172  (meters)     761.72   (feet)  ADJUSTED  
 PL0423  ___________________________________________________________________
 PL0423  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0423  DYNAMIC HT  -         232.142 (meters)     761.62  (feet)  COMP
 PL0423  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 PL0423
 PL0423  VERT ORDER  -  FIRST     CLASS II
 PL0423
 PL0423.The horizontal coordinates were scaled from a topographic map and have
 PL0423.an estimated accuracy of +/- 6 seconds.
 PL0423
 PL0423.The orthometric height was determined by differential leveling
 PL0423.and adjusted by the National Geodetic Survey in June 1991..
 PL0423
 PL0423.The geoid height was determined by GEOID03.
 PL0423
 PL0423.The dynamic height is computed by dividing the NAVD 88
 PL0423.geopotential number by the normal gravity value computed on the
 PL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0423.degrees latitude (g = 980.6199 gals.).
 PL0423
 PL0423.The modeled gravity was interpolated from observed gravity values.
 PL0423
 PL0423;                    North         East    Units  Estimated Accuracy
 PL0423;SPC MI C     -   119,870.    5,871,320.      MT  (+/- 180 meters Scaled)
 PL0423
 PL0423                          SUPERSEDED SURVEY CONTROL
 PL0423
 PL0423.No superseded survey control is available for this station.
 PL0423
 PL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ811150(NAD 83)
 PL0423_MARKER: I = METAL ROD
 PL0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0423_SP_SET: STAINLESS STEEL ROD
 PL0423_STAMPING: B 321 1984
 PL0423_MARK LOGO: NGS   
 PL0423_PROJECTION: FLUSH
 PL0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0423+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PL0423_ROD/PIPE-DEPTH: 26.8 meters
 PL0423
 PL0423  HISTORY     - Date     Condition        Report By
 PL0423  HISTORY     - 1984     MONUMENTED       NGS
 PL0423  HISTORY     - 19961023 GOOD             USPSQD
 PL0423  HISTORY     - 20010331 GOOD             NGS
 PL0423  HISTORY     - 20040424 GOOD             USPSQD
 PL0423
 PL0423                          STATION DESCRIPTION
 PL0423
 PL0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0423'3.5 KM (2.2 MI) NE FROM KALEVA.
 PL0423'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PL0423'KALEVA, THENCE 0.9 KM (0.55 MI) NORTH ALONG OSMO STREET AND COUNTY
 PL0423'ROAD 669, THENCE 2.5 KM (1.55 MI) EAST ALONG A GRAVEL ROAD, THENCE
 PL0423'0.2 KM (0.1 MI) WEST OF A GRAVEL ROAD LEADING SOUTH, AT A NORTH
 PL0423'DRIVEWAY, 11.3 METERS (37.2 FT) NORTH OF THE CENTERLINE OF THE
 PL0423'HIGHWAY, AND 31.7 METERS (104.0 FT) EAST OF THE CENTER OF THE
 PL0423'DRIVEWAY.
 PL0423'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PL0423'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PL0423
 PL0423                          STATION RECOVERY (1996)
 PL0423
 PL0423'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0423'RECOVERED IN GOOD CONDITION.
 PL0423
 PL0423                          STATION RECOVERY (2001)
 PL0423
 PL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0423'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0423
 PL0423                          STATION RECOVERY (2004)
 PL0423
 PL0423'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0434 ***********************************************************************
 NG0434  DESIGNATION -  B 322
 NG0434  PID         -  NG0434
 NG0434  STATE/COUNTY-  MI/ALLEGAN
 NG0434  USGS QUAD   -  PULLMAN (1981)
 NG0434
 NG0434                         *CURRENT SURVEY CONTROL
 NG0434  ___________________________________________________________________
 NG0434* NAD 83(1986)-  42 26 46.     (N)    086 05 26.     (W)     SCALED    
 NG0434* NAVD 88     -       197.077  (meters)     646.58   (feet)  ADJUSTED  
 NG0434  ___________________________________________________________________
 NG0434  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NG0434  DYNAMIC HT  -         197.023 (meters)     646.40  (feet)  COMP
 NG0434  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 NG0434
 NG0434  VERT ORDER  -  FIRST     CLASS II
 NG0434
 NG0434.The horizontal coordinates were scaled from a topographic map and have
 NG0434.an estimated accuracy of +/- 6 seconds.
 NG0434
 NG0434.The orthometric height was determined by differential leveling
 NG0434.and adjusted by the National Geodetic Survey in June 1991..
 NG0434
 NG0434.The geoid height was determined by GEOID03.
 NG0434
 NG0434.The dynamic height is computed by dividing the NAVD 88
 NG0434.geopotential number by the normal gravity value computed on the
 NG0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0434.degrees latitude (g = 980.6199 gals.).
 NG0434
 NG0434.The modeled gravity was interpolated from observed gravity values.
 NG0434
 NG0434;                    North         East    Units  Estimated Accuracy
 NG0434;SPC MI S     -   106,540.    3,858,200.      MT  (+/- 180 meters Scaled)
 NG0434
 NG0434                          SUPERSEDED SURVEY CONTROL
 NG0434
 NG0434.No superseded survey control is available for this station.
 NG0434
 NG0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM747997(NAD 83)
 NG0434_MARKER: I = METAL ROD
 NG0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0434_SP_SET: STAINLESS STEEL ROD
 NG0434_STAMPING: B 322 1984
 NG0434_MARK LOGO: NGS   
 NG0434_PROJECTION: FLUSH
 NG0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0434_ROD/PIPE-DEPTH: 15.8 meters
 NG0434
 NG0434  HISTORY     - Date     Condition        Report By
 NG0434  HISTORY     - 1984     MONUMENTED       NGS
 NG0434
 NG0434                          STATION DESCRIPTION
 NG0434
 NG0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0434'5.6 KM (3.5 MI) NORTH FROM GRAND JUNCTION.
 NG0434'0.4 KM (0.25 MI) WEST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0434'GRAND JUNCTION, THENCE 1.7 KM (1.05 MI) NORTH ALONG COUNTY ROAD 215,
 NG0434'THENCE 0.5 KM (0.3 MI) WEST ALONG BASE LINE ROAD, THENCE 3.0 KM
 NG0434'(1.9 MI) NORTH ALONG 56TH STREET, ABOUT 0.2 KM (0.1 MI) SOUTH OF THE
 NG0434'INTERSECTION OF 104TH AVENUE, SET BY A POWERLINE POLE WEST OF 56TH
 NG0434'STREET AND ABOUT ONE FOOT BELOW THE RAILROAD TRACKS, 22.79 METERS
 NG0434'(74.8 FT) WEST OF THE CENTER OF 56TH STREET, 14.93 METERS (49.0 FT)
 NG0434'EAST OF THE EAST RAIL, 20.72 METERS (68.0 FT) NORTH OF THE CENTER OF
 NG0434'AN OLD TRACK ROAD WHICH CROSSES THE TRACKS, 12.19 METERS (40.0 FT)
 NG0434'SOUTH OF THE CENTER OF A 40 INCH IN DIAMETER TREE, 11.27 METERS
 NG0434'(37.0 FT) NORTHEAST OF A TELEGRAPH POLE, AND 0.76 METERS (2.5 FT)
 NG0434'NORTH-NORTHEAST OF A POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD
 NG0434'ANCHORED.
 NG0434'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 NG0434'THE MARK IS 0.4 M ABOVE 56TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0440 ***********************************************************************
 NG0440  DESIGNATION -  B 323
 NG0440  PID         -  NG0440
 NG0440  STATE/COUNTY-  MI/VAN BUREN
 NG0440  USGS QUAD   -  PULLMAN (1981)
 NG0440
 NG0440                         *CURRENT SURVEY CONTROL
 NG0440  ___________________________________________________________________
 NG0440* NAD 83(1986)-  42 24 01.     (N)    086 01 08.     (W)     SCALED    
 NG0440* NAVD 88     -       206.231  (meters)     676.61   (feet)  ADJUSTED  
 NG0440  ___________________________________________________________________
 NG0440  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NG0440  DYNAMIC HT  -         206.174 (meters)     676.42  (feet)  COMP
 NG0440  MODELED GRAV-     980,339.8   (mgal)                       NAVD 88
 NG0440
 NG0440  VERT ORDER  -  FIRST     CLASS II
 NG0440
 NG0440.The horizontal coordinates were scaled from a topographic map and have
 NG0440.an estimated accuracy of +/- 6 seconds.
 NG0440
 NG0440.The orthometric height was determined by differential leveling
 NG0440.and adjusted by the National Geodetic Survey in June 1991..
 NG0440
 NG0440.The geoid height was determined by GEOID03.
 NG0440
 NG0440.The dynamic height is computed by dividing the NAVD 88
 NG0440.geopotential number by the normal gravity value computed on the
 NG0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0440.degrees latitude (g = 980.6199 gals.).
 NG0440
 NG0440.The modeled gravity was interpolated from observed gravity values.
 NG0440
 NG0440;                    North         East    Units  Estimated Accuracy
 NG0440;SPC MI S     -   101,340.    3,863,990.      MT  (+/- 180 meters Scaled)
 NG0440
 NG0440                          SUPERSEDED SURVEY CONTROL
 NG0440
 NG0440  NGVD 29 (01/19/93)  206.371  (m)          677.07   (f) ADJUSTED    1 2
 NG0440
 NG0440.Superseded values are not recommended for survey control.
 NG0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0440.See file dsdata.txt to determine how the superseded data were derived.
 NG0440
 NG0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM807946(NAD 83)
 NG0440_MARKER: I = METAL ROD
 NG0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0440_SP_SET: STAINLESS STEEL ROD
 NG0440_STAMPING: B 323 1984
 NG0440_MARK LOGO: NGS   
 NG0440_PROJECTION: FLUSH
 NG0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0440_ROD/PIPE-DEPTH: 24.4 meters
 NG0440
 NG0440  HISTORY     - Date     Condition        Report By
 NG0440  HISTORY     - 1984     MONUMENTED       NGS
 NG0440  HISTORY     - 20000816 GOOD             MI-159
 NG0440
 NG0440                          STATION DESCRIPTION
 NG0440
 NG0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0440'4.6 KM (2.85 MI) EAST FROM GRAND JUNCTION.
 NG0440'4.6 KM (2.85 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE
 NG0440'IN GRAND JUNCTION, 56.4 M (185.0 FT) SOUTH OF THE CENTERLINE OF THE
 NG0440'ROAD, 18.6 M (61.0 FT) WEST OF A UTILITY POLE, 6.4 M (21.0 FT) WEST OF
 NG0440'THE CENTER OF 48-1/2 STREET, AND 0.2 M (0.7 FT) NORTH-NORTHWEST OF A
 NG0440'WITNESS POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NG0440'LOGO CAP.
 NG0440'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NG0440'THE MARK IS 0.2 M BELOW THE STREET.
 NG0440
 NG0440                          STATION RECOVERY (2000)
 NG0440
 NG0440'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0440'NOT GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0615 ***********************************************************************
 RM0615  DESIGNATION -  B 324
 RM0615  PID         -  RM0615
 RM0615  STATE/COUNTY-  MI/GOGEBIC
 RM0615  USGS QUAD   -  BESSEMER (1975)
 RM0615
 RM0615                         *CURRENT SURVEY CONTROL
 RM0615  ___________________________________________________________________
 RM0615* NAD 83(1986)-  46 28 22.     (N)    090 07 27.     (W)     SCALED    
 RM0615* NAVD 88     -       456.246  (meters)    1496.87   (feet)  ADJUSTED  
 RM0615  ___________________________________________________________________
 RM0615  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RM0615  DYNAMIC HT  -         456.263 (meters)    1496.92  (feet)  COMP
 RM0615  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 RM0615
 RM0615  VERT ORDER  -  FIRST     CLASS II
 RM0615
 RM0615.The horizontal coordinates were scaled from a topographic map and have
 RM0615.an estimated accuracy of +/- 6 seconds.
 RM0615
 RM0615.The orthometric height was determined by differential leveling
 RM0615.and adjusted by the National Geodetic Survey in June 1991..
 RM0615
 RM0615.The geoid height was determined by GEOID03.
 RM0615
 RM0615.The dynamic height is computed by dividing the NAVD 88
 RM0615.geopotential number by the normal gravity value computed on the
 RM0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0615.degrees latitude (g = 980.6199 gals.).
 RM0615
 RM0615.The modeled gravity was interpolated from observed gravity values.
 RM0615
 RM0615;                    North         East    Units  Estimated Accuracy
 RM0615;SPC MI N     -   192,500.    7,760,150.      MT  (+/- 180 meters Scaled)
 RM0615
 RM0615                          SUPERSEDED SURVEY CONTROL
 RM0615
 RM0615.No superseded survey control is available for this station.
 RM0615
 RM0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM207505(NAD 83)
 RM0615_MARKER: DV = VERTICAL CONTROL DISK
 RM0615_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RM0615+WITH SETTING: INFORMATION.
 RM0615_SP_SET: SHALLOW-SET METAL ROD
 RM0615_STAMPING: B 324 1985
 RM0615_MARK LOGO: NGS   
 RM0615_PROJECTION: FLUSH
 RM0615_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0615+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0615_ROD/PIPE-DEPTH: 1.8  meters
 RM0615
 RM0615  HISTORY     - Date     Condition        Report By
 RM0615  HISTORY     - 1985     MONUMENTED       NGS
 RM0615  HISTORY     - 1989     GOOD             USPSQD
 RM0615  HISTORY     - 19970630 GOOD             MIDT
 RM0615  HISTORY     - 20000821 GOOD             MIDT
 RM0615  HISTORY     - 20030822 GOOD             USPSQD
 RM0615  HISTORY     - 20040801 GOOD             USPSQD
 RM0615
 RM0615                          STATION DESCRIPTION
 RM0615
 RM0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0615'4.2 KM (2.6 MI) EAST FROM IRONWOOD.
 RM0615'4.2 KM (2.6 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 RM0615'LOWELL STREET IN IRONWOOD, OR 5.7 KM (3.55 MI) WESTERLY ALONG U.S.
 RM0615'HIGHWAY 2 FROM THE JOHNSTON HIGH SCHOOL IN BESSEMER, 70.2 M (230.3 FT)
 RM0615'EAST OF THE CENTER OF SECTION 12 ROAD, 24.8 M (81.4 FT) NORTH OF THE
 RM0615'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 1.9 M (6.2 FT)
 RM0615'EAST OF A UTILITY POLE WITH TWO GUY WIRES. NOTE--ACCESS TO DATUM POINT
 RM0615'IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0615'THE MARK IS 1.9 METERS  E FROM  A WITNESS POST
 RM0615'THE MARK IS 2.1 M BELOW THE HIGHWAY.
 RM0615
 RM0615                          STATION RECOVERY (1989)
 RM0615
 RM0615'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0615'RECOVERED IN GOOD CONDITION.
 RM0615
 RM0615                          STATION RECOVERY (1997)
 RM0615
 RM0615'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0615'RECOVERED AS DESCRIBED.  NOTE-MARK IS 2.6 FEET (0.8 M) EAST OF A
 RM0615'UTILITY POLE WITH 2 GUY WIRES AND A PLASTIC WITNESS POST.  (MPR)
 RM0615
 RM0615                          STATION RECOVERY (2000)
 RM0615
 RM0615'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RM0615'RECOVERED IN GOOD CONDITION.
 RM0615
 RM0615                          STATION RECOVERY (2003)
 RM0615
 RM0615'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0615'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 30 FEET EAST
 RM0615'OF THE SOUTHERNMOST --WOLVERINE NORDIC SKI AREA-- SIGN POST.  IT IS
 RM0615'0.9 M EAST OF UTILITY POLE NUMBER --13-55/65-- AND 0.9 M EAST OF A
 RM0615'WITNESS POST.
 RM0615
 RM0615                          STATION RECOVERY (2004)
 RM0615
 RM0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1488 ***********************************************************************
 RL1488  DESIGNATION -  B 325
 RL1488  PID         -  RL1488
 RL1488  STATE/COUNTY-  MI/ONTONAGON
 RL1488  USGS QUAD   -  
 RL1488
 RL1488                         *CURRENT SURVEY CONTROL
 RL1488  ___________________________________________________________________
 RL1488* NAD 83(1986)-  46 28 39.     (N)    089 02 01.     (W)     SCALED    
 RL1488* NAVD 88     -       370.759  (meters)    1216.40   (feet)  ADJUSTED  
 RL1488  ___________________________________________________________________
 RL1488  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 RL1488  DYNAMIC HT  -         370.768 (meters)    1216.43  (feet)  COMP
 RL1488  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RL1488
 RL1488  VERT ORDER  -  FIRST     CLASS II
 RL1488
 RL1488.The horizontal coordinates were scaled from a topographic map and have
 RL1488.an estimated accuracy of +/- 6 seconds.
 RL1488
 RL1488.The orthometric height was determined by differential leveling
 RL1488.and adjusted by the National Geodetic Survey in June 1991..
 RL1488
 RL1488.The geoid height was determined by GEOID03.
 RL1488
 RL1488.The dynamic height is computed by dividing the NAVD 88
 RL1488.geopotential number by the normal gravity value computed on the
 RL1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1488.degrees latitude (g = 980.6199 gals.).
 RL1488
 RL1488.The modeled gravity was interpolated from observed gravity values.
 RL1488
 RL1488;                    North         East    Units  Estimated Accuracy
 RL1488;SPC MI N     -   190,300.    7,843,860.      MT  (+/- 180 meters Scaled)
 RL1488
 RL1488                          SUPERSEDED SURVEY CONTROL
 RL1488
 RL1488.No superseded survey control is available for this station.
 RL1488
 RL1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS438491(NAD 83)
 RL1488_MARKER: I = METAL ROD
 RL1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1488_SP_SET: STAINLESS STEEL ROD
 RL1488_STAMPING: B 325 1985
 RL1488_MARK LOGO: NGS   
 RL1488_PROJECTION: FLUSH
 RL1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1488_ROD/PIPE-DEPTH: 7.9  meters
 RL1488
 RL1488  HISTORY     - Date     Condition        Report By
 RL1488  HISTORY     - 1985     MONUMENTED       NGS
 RL1488
 RL1488                          STATION DESCRIPTION
 RL1488
 RL1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1488'15.5 KM (9.65 MI) EAST FROM BRUCE CROSSING.
 RL1488'15.5 KM (9.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1488'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 56.4 M (185.0 FT) SOUTHWEST OF
 RL1488'THE CENTER OF MILE WEST ROAD S, 24.7 M (81.0 FT) SOUTHEAST OF THE
 RL1488'CENTERLINE OF THE HIGHWAY, AND 3.2 M (10.5 FT) EAST OF THE WEST END OF
 RL1488'A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1488'CAP.
 RL1488'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 RL1488'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0457 ***********************************************************************
 NG0457  DESIGNATION -  B 326
 NG0457  PID         -  NG0457
 NG0457  STATE/COUNTY-  MI/BERRIEN
 NG0457  USGS QUAD   -  BENTON HARBOR (1980)
 NG0457
 NG0457                         *CURRENT SURVEY CONTROL
 NG0457  ___________________________________________________________________
 NG0457* NAD 83(1986)-  42 06 35.     (N)    086 28 30.     (W)     SCALED    
 NG0457* NAVD 88     -       189.190  (meters)     620.70   (feet)  ADJUSTED  
 NG0457  ___________________________________________________________________
 NG0457  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NG0457  DYNAMIC HT  -         189.127 (meters)     620.49  (feet)  COMP
 NG0457  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NG0457
 NG0457  VERT ORDER  -  FIRST     CLASS II
 NG0457
 NG0457.The horizontal coordinates were scaled from a topographic map and have
 NG0457.an estimated accuracy of +/- 6 seconds.
 NG0457
 NG0457.The orthometric height was determined by differential leveling
 NG0457.and adjusted by the National Geodetic Survey in June 1991..
 NG0457
 NG0457.The geoid height was determined by GEOID03.
 NG0457
 NG0457.The dynamic height is computed by dividing the NAVD 88
 NG0457.geopotential number by the normal gravity value computed on the
 NG0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0457.degrees latitude (g = 980.6199 gals.).
 NG0457
 NG0457.The modeled gravity was interpolated from observed gravity values.
 NG0457
 NG0457;                    North         East    Units  Estimated Accuracy
 NG0457;SPC MI S     -    69,910.    3,825,640.      MT  (+/- 180 meters Scaled)
 NG0457
 NG0457                          SUPERSEDED SURVEY CONTROL
 NG0457
 NG0457  NGVD 29 (01/19/93)  189.345  (m)          621.21   (f) ADJUSTED    1 2
 NG0457
 NG0457.Superseded values are not recommended for survey control.
 NG0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0457.See file dsdata.txt to determine how the superseded data were derived.
 NG0457
 NG0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM434620(NAD 83)
 NG0457_MARKER: DB = BENCH MARK DISK
 NG0457_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0457_SP_SET: BRIDGE ABUTMENT
 NG0457_STAMPING: B 326 1985
 NG0457_MARK LOGO: NGS   
 NG0457_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0457+STABILITY: POSITION/ELEVATION WELL
 NG0457
 NG0457  HISTORY     - Date     Condition        Report By
 NG0457  HISTORY     - 1985     MONUMENTED       NGS
 NG0457
 NG0457                          STATION DESCRIPTION
 NG0457
 NG0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0457'IN ST JOSEPH.
 NG0457'IN ST JOSEPH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 BUSINESS
 NG0457'AND THE MORRISON CHANNEL, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 NG0457'SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 NG0457'CHANNEL, 6.8 M (22.3 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST
 NG0457'BOUND LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF THE
 NG0457'NORTHWEST END OF THE ABUTMENT.
 NG0457'THE MARK IS 0.5 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2179 ***********************************************************************
 ME2179  DESIGNATION -  B 327
 ME2179  PID         -  ME2179
 ME2179  STATE/COUNTY-  MI/BERRIEN
 ME2179  USGS QUAD   -  BRIDGMAN (1978)
 ME2179
 ME2179                         *CURRENT SURVEY CONTROL
 ME2179  ___________________________________________________________________
 ME2179* NAD 83(1986)-  41 53 08.     (N)    086 36 02.     (W)     SCALED    
 ME2179* NAVD 88     -       195.903  (meters)     642.73   (feet)  ADJUSTED  
 ME2179  ___________________________________________________________________
 ME2179  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2179  DYNAMIC HT  -         195.833 (meters)     642.50  (feet)  COMP
 ME2179  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 ME2179
 ME2179  VERT ORDER  -  FIRST     CLASS II
 ME2179
 ME2179.The horizontal coordinates were scaled from a topographic map and have
 ME2179.an estimated accuracy of +/- 6 seconds.
 ME2179
 ME2179.The orthometric height was determined by differential leveling
 ME2179.and adjusted by the National Geodetic Survey in June 1991..
 ME2179
 ME2179.The geoid height was determined by GEOID03.
 ME2179
 ME2179.The dynamic height is computed by dividing the NAVD 88
 ME2179.geopotential number by the normal gravity value computed on the
 ME2179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2179.degrees latitude (g = 980.6199 gals.).
 ME2179
 ME2179.The modeled gravity was interpolated from observed gravity values.
 ME2179
 ME2179;                    North         East    Units  Estimated Accuracy
 ME2179;SPC MI S     -    45,290.    3,814,600.      MT  (+/- 180 meters Scaled)
 ME2179
 ME2179                          SUPERSEDED SURVEY CONTROL
 ME2179
 ME2179  NGVD 29 (01/19/93)  196.029  (m)          643.14   (f) ADJUSTED    1 2
 ME2179
 ME2179.Superseded values are not recommended for survey control.
 ME2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2179.See file dsdata.txt to determine how the superseded data were derived.
 ME2179
 ME2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM331371(NAD 83)
 ME2179_MARKER: DB = BENCH MARK DISK
 ME2179_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2179_SP_SET: BRIDGE ABUTMENT
 ME2179_STAMPING: B 327 1985
 ME2179_MARK LOGO: NGS   
 ME2179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2179+STABILITY: POSITION/ELEVATION WELL
 ME2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2179+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 ME2179
 ME2179  HISTORY     - Date     Condition        Report By
 ME2179  HISTORY     - 1985     MONUMENTED       NGS
 ME2179  HISTORY     - 20040616 GOOD             FISHBA
 ME2179
 ME2179                          STATION DESCRIPTION
 ME2179
 ME2179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2179'14.8 KM (9.2 MI) NE FROM NEW BUFFALO.
 ME2179'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2179'RED ARROW HIGHWAY, THENCE 13.6 KM (8.45 MI) NORTHEASTERLY ALONG
 ME2179'INTERSTATE HIGHWAY 94, IN TOP OF AND 3.8 M (12.5 FT) NORTH OF THE
 ME2179'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE NORTHEAST BOUND LANES
 ME2179'OF THE HIGHWAY OVERPASS OF SAWYER ROAD, AND 11.2 M (36.7 FT) SOUTH OF
 ME2179'THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY.
 ME2179'THE MARK IS 1.1 M BELOW THE HIGHWAY.
 ME2179
 ME2179                          STATION RECOVERY (2004)
 ME2179
 ME2179'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2179'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1466 ***********************************************************************
 RL1466  DESIGNATION -  B 328
 RL1466  PID         -  RL1466
 RL1466  STATE/COUNTY-  MI/BARAGA
 RL1466  USGS QUAD   -  NESTORIA (1985)
 RL1466
 RL1466                         *CURRENT SURVEY CONTROL
 RL1466  ___________________________________________________________________
 RL1466* NAD 83(1986)-  46 34 04.     (N)    088 15 10.     (W)     SCALED    
 RL1466* NAVD 88     -       504.996  (meters)    1656.81   (feet)  ADJUSTED  
 RL1466  ___________________________________________________________________
 RL1466  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 RL1466  DYNAMIC HT  -         505.015 (meters)    1656.87  (feet)  COMP
 RL1466  MODELED GRAV-     980,635.8   (mgal)                       NAVD 88
 RL1466
 RL1466  VERT ORDER  -  FIRST     CLASS II
 RL1466
 RL1466.The horizontal coordinates were scaled from a topographic map and have
 RL1466.an estimated accuracy of +/- 6 seconds.
 RL1466
 RL1466.The orthometric height was determined by differential leveling
 RL1466.and adjusted by the National Geodetic Survey in June 1991..
 RL1466
 RL1466.The geoid height was determined by GEOID03.
 RL1466
 RL1466.The dynamic height is computed by dividing the NAVD 88
 RL1466.geopotential number by the normal gravity value computed on the
 RL1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1466.degrees latitude (g = 980.6199 gals.).
 RL1466
 RL1466.The modeled gravity was interpolated from observed gravity values.
 RL1466
 RL1466;                    North         East    Units  Estimated Accuracy
 RL1466;SPC MI N     -   199,090.    7,903,970.      MT  (+/- 180 meters Scaled)
 RL1466
 RL1466                          SUPERSEDED SURVEY CONTROL
 RL1466
 RL1466.No superseded survey control is available for this station.
 RL1466
 RL1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS039578(NAD 83)
 RL1466_MARKER: DB = BENCH MARK DISK
 RL1466_SETTING: 66 = SET IN ROCK OUTCROP
 RL1466_SP_SET: ROCK OUTCROP
 RL1466_STAMPING: B 328 1985
 RL1466_MARK LOGO: NGS   
 RL1466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1466+STABILITY: POSITION/ELEVATION WELL
 RL1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1466+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1466
 RL1466  HISTORY     - Date     Condition        Report By
 RL1466  HISTORY     - 1985     MONUMENTED       NGS
 RL1466  HISTORY     - 19990920 GOOD             USPSQD
 RL1466  HISTORY     - 20000710 GOOD             MIDT
 RL1466  HISTORY     - 20060812 GOOD             GEOCAC
 RL1466
 RL1466                          STATION DESCRIPTION
 RL1466
 RL1466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1466'23.8 KM (14.8 MI) WEST FROM CHAMPION.
 RL1466'23.8 KM (14.8 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1466'IN CHAMPION, OR 23.8 KM (14.8 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM
 RL1466'ITS JUNCTION WITH U.S. HIGHWAY 141 IN COVINGTON, IN THE SOUTHWESTERN
 RL1466'1/3 OF AN 8 BY 9 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 19.6 M
 RL1466'(64.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT)
 RL1466'NORTH-NORTHWEST OF A UTILITY POLE.
 RL1466'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RL1466'THE MARK IS 3.6 M ABOVE THE HIGHYWAY.
 RL1466
 RL1466                          STATION RECOVERY (1999)
 RL1466
 RL1466'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1466'RECOVERED IN GOOD CONDITION.
 RL1466
 RL1466                          STATION RECOVERY (2000)
 RL1466
 RL1466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1466'RECOVERED IN GOOD CONDITION.
 RL1466
 RL1466                          STATION RECOVERY (2006)
 RL1466
 RL1466'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0468 ***********************************************************************
 RK0468  DESIGNATION -  B 329
 RK0468  PID         -  RK0468
 RK0468  STATE/COUNTY-  MI/MARQUETTE
 RK0468  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0468
 RK0468                         *CURRENT SURVEY CONTROL
 RK0468  ___________________________________________________________________
 RK0468* NAD 83(1986)-  46 30 24.     (N)    087 39 15.     (W)     SCALED    
 RK0468* NAVD 88     -       449.123  (meters)    1473.50   (feet)  ADJUSTED  
 RK0468  ___________________________________________________________________
 RK0468  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 RK0468  DYNAMIC HT  -         449.154 (meters)    1473.60  (feet)  COMP
 RK0468  MODELED GRAV-     980,667.0   (mgal)                       NAVD 88
 RK0468
 RK0468  VERT ORDER  -  FIRST     CLASS II
 RK0468
 RK0468.The horizontal coordinates were scaled from a topographic map and have
 RK0468.an estimated accuracy of +/- 6 seconds.
 RK0468
 RK0468.The orthometric height was determined by differential leveling
 RK0468.and adjusted by the National Geodetic Survey in June 1991..
 RK0468
 RK0468.The geoid height was determined by GEOID03.
 RK0468
 RK0468.The dynamic height is computed by dividing the NAVD 88
 RK0468.geopotential number by the normal gravity value computed on the
 RK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0468.degrees latitude (g = 980.6199 gals.).
 RK0468
 RK0468.The modeled gravity was interpolated from observed gravity values.
 RK0468
 RK0468;                    North         East    Units  Estimated Accuracy
 RK0468;SPC MI N     -   191,750.    7,949,800.      MT  (+/- 180 meters Scaled)
 RK0468
 RK0468                          SUPERSEDED SURVEY CONTROL
 RK0468
 RK0468.No superseded survey control is available for this station.
 RK0468
 RK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS498505(NAD 83)
 RK0468_MARKER: I = METAL ROD
 RK0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RK0468_SP_SET: STAINLESS STEEL ROD
 RK0468_STAMPING: B 329 1985
 RK0468_MARK LOGO: NGS   
 RK0468_PROJECTION: RECESSED 3 CENTIMETERS
 RK0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0468+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 RK0468_ROD/PIPE-DEPTH: 4.6  meters
 RK0468
 RK0468  HISTORY     - Date     Condition        Report By
 RK0468  HISTORY     - 1985     MONUMENTED       NGS
 RK0468  HISTORY     - 19990712 GOOD             MIDT
 RK0468  HISTORY     - 19990922 GOOD             USPSQD
 RK0468  HISTORY     - 20041009 GOOD             USPSQD
 RK0468  HISTORY     - 20060604 GOOD             GEOCAC
 RK0468
 RK0468                          STATION DESCRIPTION
 RK0468
 RK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0468'18.9 KM (11.75 MI) WEST FROM MARQUETTE.
 RK0468'18.9 KM (11.75 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0468'WITH WASHINGTON STREET IN MARQUETTE, 27.2 M (89.2 FT) NORTH OF A FLAG
 RK0468'POLE, 16.8 M (55.1 FT) NORTHEAST OF THE CENTER OF THE NORTHEAST
 RK0468'DRIVEWAY LEADING INTO THE ISHPEMING NATIONAL GUARD ARMORY PARKING LOT,
 RK0468'11.1 M (36.4 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 RK0468'OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHEAST OF A UTILITY POLE.
 RK0468'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RK0468'THE MARK IS 0.9 METERS  NE FROM  A WITNESS POST
 RK0468'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RK0468
 RK0468                          STATION RECOVERY (1999)
 RK0468
 RK0468'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0468'AT THE ISPHEMING NATIONAL GURAD ARMORY, 20.7 FT S OF THE BACK OF CURB
 RK0468'US-41, 8.9 FT W OF GUY WIRE ANCHOR, ABOUT 1 FT ABOVE LEVEL WITH THE
 RK0468'HIGHWAY 2.49 FT EAST OF THE FACE OF A UTILITY POLE AND WITNESS POST.
 RK0468' 
 RK0468'--NOTE--A WATER MAIN HAS BEEN RECENTLY CONSTRUCTED VERY CLOSE TO THE
 RK0468'MARKS LOCATION, PARALELL TO CURB LINE.
 RK0468
 RK0468                          STATION RECOVERY (1999)
 RK0468
 RK0468'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0468'RECOVERED IN GOOD CONDITION.
 RK0468
 RK0468                          STATION RECOVERY (2004)
 RK0468
 RK0468'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0468'RECOVERED IN GOOD CONDITION.
 RK0468
 RK0468                          STATION RECOVERY (2006)
 RK0468
 RK0468'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2166 ***********************************************************************
 ME2166  DESIGNATION -  B 330
 ME2166  PID         -  ME2166
 ME2166  STATE/COUNTY-  MI/BERRIEN
 ME2166  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME2166
 ME2166                         *CURRENT SURVEY CONTROL
 ME2166  ___________________________________________________________________
 ME2166* NAD 83(1986)-  41 47 01.     (N)    086 46 06.     (W)     SCALED    
 ME2166* NAVD 88     -       187.590  (meters)     615.45   (feet)  ADJUSTED  
 ME2166  ___________________________________________________________________
 ME2166  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 ME2166  DYNAMIC HT  -         187.521 (meters)     615.23  (feet)  COMP
 ME2166  MODELED GRAV-     980,251.9   (mgal)                       NAVD 88
 ME2166
 ME2166  VERT ORDER  -  FIRST     CLASS II
 ME2166
 ME2166.The horizontal coordinates were scaled from a topographic map and have
 ME2166.an estimated accuracy of +/- 6 seconds.
 ME2166
 ME2166.The orthometric height was determined by differential leveling
 ME2166.and adjusted by the National Geodetic Survey in June 1991..
 ME2166
 ME2166.The geoid height was determined by GEOID03.
 ME2166
 ME2166.The dynamic height is computed by dividing the NAVD 88
 ME2166.geopotential number by the normal gravity value computed on the
 ME2166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2166.degrees latitude (g = 980.6199 gals.).
 ME2166
 ME2166.The modeled gravity was interpolated from observed gravity values.
 ME2166
 ME2166;                    North         East    Units  Estimated Accuracy
 ME2166;SPC MI S     -    34,350.    3,800,360.      MT  (+/- 180 meters Scaled)
 ME2166
 ME2166                          SUPERSEDED SURVEY CONTROL
 ME2166
 ME2166  NGVD 29 (01/19/93)  187.709  (m)          615.84   (f) ADJUSTED    1 2
 ME2166
 ME2166.Superseded values are not recommended for survey control.
 ME2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2166.See file dsdata.txt to determine how the superseded data were derived.
 ME2166
 ME2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM192257(NAD 83)
 ME2166_MARKER: I = METAL ROD
 ME2166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2166_SP_SET: STAINLESS STEEL ROD
 ME2166_STAMPING: B 330 1985
 ME2166_MARK LOGO: NGS   
 ME2166_PROJECTION: FLUSH
 ME2166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2166_ROD/PIPE-DEPTH: 15.8 meters
 ME2166
 ME2166  HISTORY     - Date     Condition        Report By
 ME2166  HISTORY     - 1985     MONUMENTED       NGS
 ME2166
 ME2166                          STATION DESCRIPTION
 ME2166
 ME2166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2166'4.5 KM (2.8 MI) SW FROM NEW BUFFALO.
 ME2166'4.5 KM (2.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION
 ME2166'WITH RED ARROW HIGHWAY IN NEW BUFFALO, 14.8 M (48.6 FT) SOUTHEAST OF
 ME2166'THE NEAR RAIL OF THE CONRAIL RAILROAD, 12.5 M (41.0 FT) NORTHWEST OF
 ME2166'THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) SOUTHWEST OF UTILITY
 ME2166'POLE NUMBER B660.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 ME2166'LOGO CAP.
 ME2166'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 ME2166'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1155 ***********************************************************************
 NF1155  DESIGNATION -  B 331
 NF1155  PID         -  NF1155
 NF1155  STATE/COUNTY-  MI/JACKSON
 NF1155  USGS QUAD   -  JACKSON NORTH (1976)
 NF1155
 NF1155                         *CURRENT SURVEY CONTROL
 NF1155  ___________________________________________________________________
 NF1155* NAD 83(1986)-  42 15 02.     (N)    084 23 17.     (W)     SCALED    
 NF1155* NAVD 88     -       291.311  (meters)     955.74   (feet)  ADJUSTED  
 NF1155  ___________________________________________________________________
 NF1155  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NF1155  DYNAMIC HT  -         291.207 (meters)     955.40  (feet)  COMP
 NF1155  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 NF1155
 NF1155  VERT ORDER  -  FIRST     CLASS II
 NF1155
 NF1155.The horizontal coordinates were scaled from a topographic map and have
 NF1155.an estimated accuracy of +/- 6 seconds.
 NF1155
 NF1155.The orthometric height was determined by differential leveling
 NF1155.and adjusted by the National Geodetic Survey in June 1991..
 NF1155
 NF1155.The geoid height was determined by GEOID03.
 NF1155
 NF1155.The dynamic height is computed by dividing the NAVD 88
 NF1155.geopotential number by the normal gravity value computed on the
 NF1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1155.degrees latitude (g = 980.6199 gals.).
 NF1155
 NF1155.The modeled gravity was interpolated from observed gravity values.
 NF1155
 NF1155;                    North         East    Units  Estimated Accuracy
 NF1155;SPC MI S     -    83,370.    3,998,240.      MT  (+/- 180 meters Scaled)
 NF1155
 NF1155                          SUPERSEDED SURVEY CONTROL
 NF1155
 NF1155  NGVD 29 (01/19/93)  291.433  (m)          956.14   (f) ADJUSTED    1 2
 NF1155
 NF1155.Superseded values are not recommended for survey control.
 NF1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1155.See file dsdata.txt to determine how the superseded data were derived.
 NF1155
 NF1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM154808(NAD 83)
 NF1155_MARKER: F = FLANGE-ENCASED ROD
 NF1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1155_SP_SET: STAINLESS STEEL ROD
 NF1155_STAMPING: B 331 1985
 NF1155_MARK LOGO: NGS   
 NF1155_PROJECTION: FLUSH
 NF1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1155+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NF1155_ROD/PIPE-DEPTH: 13.4 meters
 NF1155
 NF1155  HISTORY     - Date     Condition        Report By
 NF1155  HISTORY     - 1985     MONUMENTED       NGS
 NF1155  HISTORY     - 19910707 GOOD             USPSQD
 NF1155  HISTORY     - 20010520 GOOD             NGS
 NF1155  HISTORY     - 20050710 GOOD             GEOCAC
 NF1155
 NF1155                          STATION DESCRIPTION
 NF1155
 NF1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1155'IN JACKSON.
 NF1155'IN JACKSON, AT THE INTERSECTION OF SUMMIT STREET AND EAST MICHIGAN
 NF1155'AVENUE, 33.5 M (109.9 FT) WEST OF THE EXTENDED CENTER OF THE STREET,
 NF1155'13.6 M (44.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 10.5 M (34.4
 NF1155'FT) EAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 1306, AND 0.6 M (2.0
 NF1155'FT) NORTH-NORTHEAST OF THE SOUTH END OF A CHAIN LINK FENCE.
 NF1155'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1155'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 NF1155'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1155
 NF1155                          STATION RECOVERY (1991)
 NF1155
 NF1155'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1155'RECOVERED IN GOOD CONDITION.
 NF1155
 NF1155                          STATION RECOVERY (2001)
 NF1155
 NF1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1155'RECOVERED AS DESCRIBED.
 NF1155
 NF1155                          STATION RECOVERY (2005)
 NF1155
 NF1155'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1155'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF LOOMIS PARK,
 NF1155'OTHERWISE AS DESCRIBED.  HANDHELD COORDINATES ARE N42-15-02.82
 NF1155'W084-23-18.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7987 ***********************************************************************
 AH7987  DESIGNATION -  B 332
 AH7987  PID         -  AH7987
 AH7987  STATE/COUNTY-  MI/JACKSON
 AH7987  USGS QUAD   -  JACKSON NORTH (1976)
 AH7987
 AH7987                         *CURRENT SURVEY CONTROL
 AH7987  ___________________________________________________________________
 AH7987* NAD 83(1986)-  42 18 35.     (N)    084 24 50.     (W)     SCALED    
 AH7987* NAVD 88     -       289.964  (meters)     951.32   (feet)  ADJUSTED  
 AH7987  ___________________________________________________________________
 AH7987  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 AH7987  DYNAMIC HT  -         289.862 (meters)     950.99  (feet)  COMP
 AH7987  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 AH7987
 AH7987  VERT ORDER  -  FIRST     CLASS II
 AH7987
 AH7987.The horizontal coordinates were scaled from a topographic map and have
 AH7987.an estimated accuracy of +/- 6 seconds.
 AH7987
 AH7987.The orthometric height was determined by differential leveling
 AH7987.and adjusted by the National Geodetic Survey in January 2002..
 AH7987
 AH7987.The geoid height was determined by GEOID03.
 AH7987
 AH7987.The dynamic height is computed by dividing the NAVD 88
 AH7987.geopotential number by the normal gravity value computed on the
 AH7987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7987.degrees latitude (g = 980.6199 gals.).
 AH7987
 AH7987.The modeled gravity was interpolated from observed gravity values.
 AH7987
 AH7987;                    North         East    Units  Estimated Accuracy
 AH7987;SPC MI S     -    89,940.    3,996,110.      MT  (+/- 180 meters Scaled)
 AH7987
 AH7987                          SUPERSEDED SURVEY CONTROL
 AH7987
 AH7987.No superseded survey control is available for this station.
 AH7987
 AH7987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM131874(NAD 83)
 AH7987_MARKER: F = FLANGE-ENCASED ROD
 AH7987_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7987_STAMPING: B 332 1992
 AH7987_MARK LOGO: NGS   
 AH7987_PROJECTION: FLUSH
 AH7987_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7987+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2001
 AH7987_ROD/PIPE-DEPTH: 4.6  meters
 AH7987
 AH7987  HISTORY     - Date     Condition        Report By
 AH7987  HISTORY     - 1992     MONUMENTED       NGS
 AH7987  HISTORY     - 20000616 GOOD             NGS
 AH7987  HISTORY     - 20010522 GOOD             NGS
 AH7987
 AH7987                          STATION DESCRIPTION
 AH7987
 AH7987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7987'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7987'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 4.2 KM (2.60 MI)
 AH7987'NORTHERLY ALONG LANCING AVENUE, 30.7 M (100.7 FT) SOUTH OF THE
 AH7987'CENTERLINE OF MORRILL ROAD, 15.5 M (50.9 FT) WEST OF THE AVENUE
 AH7987'CENTERLINE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AH7987'ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7987'THROUGH A 5-INCH LOGO CAP.
 AH7987
 AH7987                          STATION RECOVERY (2000)
 AH7987
 AH7987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7987'RECOVERED AS DESCRIBED.
 AH7987
 AH7987                          STATION RECOVERY (2001)
 AH7987
 AH7987'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH7987'RECOVERED AS DESCRIBED.
 AH7987'
 AH7987'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7943 ***********************************************************************
 AH7943  DESIGNATION -  B 333
 AH7943  PID         -  AH7943
 AH7943  STATE/COUNTY-  MI/IONIA
 AH7943  USGS QUAD   -  PORTLAND NORTH (1978)
 AH7943
 AH7943                         *CURRENT SURVEY CONTROL
 AH7943  ___________________________________________________________________
 AH7943* NAD 83(1986)-  42 52 52.     (N)    084 54 48.     (W)     SCALED    
 AH7943* NAVD 88     -       234.031  (meters)     767.82   (feet)  ADJUSTED  
 AH7943  ___________________________________________________________________
 AH7943  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AH7943  DYNAMIC HT  -         233.967 (meters)     767.61  (feet)  COMP
 AH7943  MODELED GRAV-     980,339.7   (mgal)                       NAVD 88
 AH7943
 AH7943  VERT ORDER  -  FIRST     CLASS II
 AH7943
 AH7943.The horizontal coordinates were scaled from a topographic map and have
 AH7943.an estimated accuracy of +/- 6 seconds.
 AH7943
 AH7943.The orthometric height was determined by differential leveling
 AH7943.and adjusted by the National Geodetic Survey in January 2002..
 AH7943
 AH7943.The geoid height was determined by GEOID03.
 AH7943
 AH7943.The dynamic height is computed by dividing the NAVD 88
 AH7943.geopotential number by the normal gravity value computed on the
 AH7943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7943.degrees latitude (g = 980.6199 gals.).
 AH7943
 AH7943.The modeled gravity was interpolated from observed gravity values.
 AH7943
 AH7943;                    North         East    Units  Estimated Accuracy
 AH7943;SPC MI S     -   153,560.    3,955,340.      MT  (+/- 180 meters Scaled)
 AH7943
 AH7943                          SUPERSEDED SURVEY CONTROL
 AH7943
 AH7943.No superseded survey control is available for this station.
 AH7943
 AH7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN704497(NAD 83)
 AH7943_MARKER: DV = VERTICAL CONTROL DISK
 AH7943_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH7943+WITH SETTING: PAVEMENT
 AH7943_SP_SET: FLAGPOLE FOUNDATION
 AH7943_STAMPING: B 333 1999
 AH7943_MARK LOGO: NGS   
 AH7943_PROJECTION: FLUSH
 AH7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7943+STABILITY: SURFACE MOTION
 AH7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7943+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7943_ROD/PIPE-DEPTH: 6.7  meters
 AH7943
 AH7943  HISTORY     - Date     Condition        Report By
 AH7943  HISTORY     - 1999     MONUMENTED       NGS
 AH7943  HISTORY     - 20000616 GOOD             NGS
 AH7943
 AH7943                          STATION DESCRIPTION
 AH7943
 AH7943'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7943'2.3 KM (1.40 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7943'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77), THENCE 0.5 KM
 AH7943'(0.30 MI) NORTHERLY ALONG QUARTERLINE STREET TO THE JUNCTION OF LYONS
 AH7943'ROAD, CONTINUE NORTHWESTERLY ALONG LYONS ROAD FOR 0.8 KM (0.50 MI) TO
 AH7943'THE WESTWOOD ELEMENTARY SCHOOL ON THE LEFT AND MARK IN THE 5 FOOT BY 5
 AH7943'FOOT CONCRETE FOUNDATION FOR A FLAGPOLE, 46.03 M (151.02 FT) SOUTHWEST
 AH7943'OF THE CENTERLINE OF LYONS ROAD, 4.10 M (13.45 FT) SOUTH OF THE
 AH7943'NORTHEAST CORNER OF THE SCHOOL, AND 0.31 M (1.02 FT) NORTH FROM THE
 AH7943'FLAGPOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF3876 ***********************************************************************
 DF3876  DESIGNATION -  B 333 RESET
 DF3876  PID         -  DF3876
 DF3876  STATE/COUNTY-  MI/IONIA
 DF3876  USGS QUAD   -  PORTLAND NORTH (1978)
 DF3876
 DF3876                         *CURRENT SURVEY CONTROL
 DF3876  ___________________________________________________________________
 DF3876* NAD 83(1986)-  42 52 52.     (N)    084 54 48.     (W)     SCALED    
 DF3876* NAVD 88     -       234.23   (meters)     768.5    (feet)  RESET     
 DF3876  ___________________________________________________________________
 DF3876  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DF3876
 DF3876  VERT ORDER  -  THIRD
 DF3876
 DF3876.The horizontal coordinates were scaled from a topographic map and have
 DF3876.an estimated accuracy of +/- 6 seconds.
 DF3876
 DF3876.The orthometric height was computed from unverified reset data.
 DF3876.No vertical observational check was made to the station.
 DF3876
 DF3876.The geoid height was determined by GEOID03.
 DF3876
 DF3876;                    North         East    Units  Estimated Accuracy
 DF3876;SPC MI S     -   153,560.    3,955,340.      MT  (+/- 180 meters Scaled)
 DF3876
 DF3876                          SUPERSEDED SURVEY CONTROL
 DF3876
 DF3876.No superseded survey control is available for this station.
 DF3876
 DF3876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN704497(NAD 83)
 DF3876_MARKER: DV = VERTICAL CONTROL DISK
 DF3876_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF3876_SP_SET: POWER TRANSFORMER BASE
 DF3876_STAMPING: B 333 RESET 2002
 DF3876_MARK LOGO: NGS   
 DF3876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF3876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF3876
 DF3876  HISTORY     - Date     Condition        Report By
 DF3876  HISTORY     - 2002     MONUMENTED       NGS
 DF3876
 DF3876                          STATION DESCRIPTION
 DF3876
 DF3876'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (RLR)
 DF3876'1.40 MILES (2.25 KM) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 DF3876'JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT 17) , THENCE .030 MILE (0.048
 DF3876'KM) NORTHERLY ALONG QUARTERLINE STREET TO THE JUNCTION OF LYONS ROAD.
 DF3876'CONTINUE NORTHWESTERLY ALONG LYONS ROAD FOR 0.59 MILE (0.95 KM) TO THE
 DF3876'WESTWOOD ELEMENTARY SCHOOL ON THE LEFT AT 883 CROSS STREET.  THE DISK
 DF3876'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR THE MAIN
 DF3876'ELECTRICAL POWER TRANSFORMER BOXES AT THE NORTHEAST CORNER OF THE
 DF3876'SCHOOL BUILDING.  IT IS ABOUT 15 INCHES ABOVE THE SURROUNDING GROUND
 DF3876'LEVEL, 24.8 FEET (7.6 M) WEST FROM THE NORTHEAST CORNER OF SCHOOL
 DF3876'BUILDING, 21.0 FEET (6.4 M) SOUTHEAST FROM THE APPROXIMATE CENTER OF
 DF3876'THE DRIVE AROUND THE NORTH SIDE OF BUILDING, 10.6 FEET (3.2 M)
 DF3876'NORTHWEST FROM THE CENTER OF A SET OF DOUBLE DOORS TO SCHOOL BUILDING
 DF3876'AND 4.4 FEET (1.3 M) NORTHWEST OF THE FACE OF THE SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0490 ***********************************************************************
 NG0490  DESIGNATION -  B 334
 NG0490  PID         -  NG0490
 NG0490  STATE/COUNTY-  MI/VAN BUREN
 NG0490  USGS QUAD   -  BANGOR (1981)
 NG0490
 NG0490                         *CURRENT SURVEY CONTROL
 NG0490  ___________________________________________________________________
 NG0490* NAD 83(1986)-  42 18 31.     (N)    086 04 29.     (W)     SCALED    
 NG0490* NAVD 88     -       216.329  (meters)     709.74   (feet)  ADJUSTED  
 NG0490  ___________________________________________________________________
 NG0490  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NG0490  DYNAMIC HT  -         216.266 (meters)     709.53  (feet)  COMP
 NG0490  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 NG0490
 NG0490  VERT ORDER  -  FIRST     CLASS II
 NG0490
 NG0490.The horizontal coordinates were scaled from a topographic map and have
 NG0490.an estimated accuracy of +/- 6 seconds.
 NG0490
 NG0490.The orthometric height was determined by differential leveling
 NG0490.and adjusted by the National Geodetic Survey in June 1991..
 NG0490
 NG0490.The geoid height was determined by GEOID03.
 NG0490
 NG0490.The dynamic height is computed by dividing the NAVD 88
 NG0490.geopotential number by the normal gravity value computed on the
 NG0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0490.degrees latitude (g = 980.6199 gals.).
 NG0490
 NG0490.The modeled gravity was interpolated from observed gravity values.
 NG0490
 NG0490;                    North         East    Units  Estimated Accuracy
 NG0490;SPC MI S     -    91,250.    3,859,190.      MT  (+/- 180 meters Scaled)
 NG0490
 NG0490                          SUPERSEDED SURVEY CONTROL
 NG0490
 NG0490  NGVD 29 (01/19/93)  216.460  (m)          710.17   (f) ADJUSTED    1 2
 NG0490
 NG0490.Superseded values are not recommended for survey control.
 NG0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0490.See file dsdata.txt to determine how the superseded data were derived.
 NG0490
 NG0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM762844(NAD 83)
 NG0490_MARKER: I = METAL ROD
 NG0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0490_SP_SET: STAINLESS STEEL ROD
 NG0490_STAMPING: B 334 1985
 NG0490_MARK LOGO: NGS   
 NG0490_PROJECTION: FLUSH
 NG0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0490+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2006
 NG0490_ROD/PIPE-DEPTH: 9.8  meters
 NG0490
 NG0490  HISTORY     - Date     Condition        Report By
 NG0490  HISTORY     - 1985     MONUMENTED       NGS
 NG0490  HISTORY     - 20000724 GOOD             MI-159
 NG0490  HISTORY     - 20060904 GOOD             GEOCAC
 NG0490
 NG0490                          STATION DESCRIPTION
 NG0490
 NG0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0490'18.5 KM (11.5 MI) SOUTH FROM GRAND JUNCTION.
 NG0490'11.3 KM (7.0 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION
 NG0490'WITH COUNTY ROAD 388 IN GRAND JUNCTION, THENCE 0.2 KM (0.1 MI) WEST
 NG0490'ALONG STATE HIGHWAY 43, 56.4 M (185.0 FT) SOUTHEAST OF THE CENTER OF
 NG0490'THE ENTRANCE INTO THE RIDGEWAY FARMS MARKET, 40.9 M (134.2 FT) SOUTH
 NG0490'OF THE CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) NORTHEAST OF THE
 NG0490'NORTHEAST CORNER OF THE MARKET, AND 0.8 M (2.6 FT) EAST OF UTILITY
 NG0490'POLE NUMBER 4171.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NG0490'LOGO CAP.
 NG0490'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST
 NG0490'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 NG0490
 NG0490                          STATION RECOVERY (2000)
 NG0490
 NG0490'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0490'RECOVERED IN GOOD CONDITION.
 NG0490
 NG0490                          STATION RECOVERY (2006)
 NG0490
 NG0490'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NG0490'PERFECT CONDITION, CURRENT DESCRIPTION IS PERFECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0466 ***********************************************************************
 NG0466  DESIGNATION -  B 335
 NG0466  PID         -  NG0466
 NG0466  STATE/COUNTY-  MI/BERRIEN
 NG0466  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0466
 NG0466                         *CURRENT SURVEY CONTROL
 NG0466  ___________________________________________________________________
 NG0466* NAD 83(1994)-  42 08 23.36505(N)    086 23 23.58425(W)     ADJUSTED  
 NG0466* NAVD 88     -       200.913  (meters)     659.16   (feet)  ADJUSTED  
 NG0466  ___________________________________________________________________
 NG0466  X           -     298,255.510 (meters)                     COMP
 NG0466  Y           -  -4,727,317.314 (meters)                     COMP
 NG0466  Z           -   4,257,245.023 (meters)                     COMP
 NG0466  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 NG0466  ELLIP HEIGHT-         167.23  (meters)          (07/17/02) GPS OBS
 NG0466  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NG0466  DYNAMIC HT  -         200.846 (meters)     658.94  (feet)  COMP
 NG0466  MODELED GRAV-     980,286.1   (mgal)                       NAVD 88
 NG0466
 NG0466  HORZ ORDER  -  FIRST
 NG0466  VERT ORDER  -  FIRST     CLASS II
 NG0466  ELLP ORDER  -  FOURTH    CLASS I
 NG0466
 NG0466.The horizontal coordinates were established by GPS observations
 NG0466.and adjusted by the National Geodetic Survey in February 1997..
 NG0466
 NG0466.The orthometric height was determined by differential leveling
 NG0466.and adjusted by the National Geodetic Survey in June 1991..
 NG0466
 NG0466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0466
 NG0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0466
 NG0466.The ellipsoidal height was determined by GPS observations
 NG0466.and is referenced to NAD 83.
 NG0466
 NG0466.The geoid height was determined by GEOID03.
 NG0466
 NG0466.The dynamic height is computed by dividing the NAVD 88
 NG0466.geopotential number by the normal gravity value computed on the
 NG0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0466.degrees latitude (g = 980.6199 gals.).
 NG0466
 NG0466.The modeled gravity was interpolated from observed gravity values.
 NG0466
 NG0466;                    North         East     Units Scale Factor Converg.
 NG0466;SPC MI S     -    73,080.530 3,832,759.958   MT  0.99999081   -1 22 36.7
 NG0466;SPC MI S     -   239,765.52 12,574,671.78   iFT  0.99999081   -1 22 36.7
 NG0466;UTM  16      - 4,665,480.981   550,417.643   MT  0.99963128   +0 24 33.7
 NG0466
 NG0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0466!SPC MI S     -   0.99997377  x   0.99999081  =   0.99996458
 NG0466!UTM  16      -   0.99997377  x   0.99963128  =   0.99960506
 NG0466
 NG0466                          SUPERSEDED SURVEY CONTROL
 NG0466
 NG0466  ELLIP H (02/03/97)  167.25   (m)                       GP(       ) 4 1
 NG0466  NAD 83(1994)-  42 08 23.36661(N)    086 23 23.59426(W) AD(       ) 1
 NG0466  NAVD 88 (12/16/94)  200.91   (m)          659.2    (f) LEVELING    3  
 NG0466  NGVD 29 (01/19/93)  201.066  (m)          659.66   (f) ADJUSTED    1 2
 NG0466
 NG0466.Superseded values are not recommended for survey control.
 NG0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0466.See file dsdata.txt to determine how the superseded data were derived.
 NG0466
 NG0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5041865481(NAD 83)
 NG0466_MARKER: I = METAL ROD
 NG0466_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0466_SP_SET: STAINLESS STEEL ROD
 NG0466_STAMPING: B 335 1985
 NG0466_MARK LOGO: NGS   
 NG0466_PROJECTION: FLUSH
 NG0466_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0466+STABILITY: POSITION/ELEVATION WELL
 NG0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0466+SATELLITE: SATELLITE OBSERVATIONS - February 17, 1994
 NG0466_ROD/PIPE-DEPTH: 10.9 meters
 NG0466
 NG0466  HISTORY     - Date     Condition        Report By
 NG0466  HISTORY     - 1985     MONUMENTED       NGS
 NG0466  HISTORY     - 19940217 GOOD             MIDT
 NG0466  HISTORY     - 20001024 GOOD             MI-159
 NG0466
 NG0466                          STATION DESCRIPTION
 NG0466
 NG0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0466'8.7 KM (5.4 MI) NE FROM ST JOSEPH.
 NG0466'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0466'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG ALONG
 NG0466'FAIR STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD,
 NG0466'THENCE 3.6 KM (2.25 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, 2.1 KM
 NG0466'(1.3 MI) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 131, 24.3 M
 NG0466'(79.7 FT) SOUTHWEST OF A UTILITY POLE, 13.5 M (44.3 FT) SOUTHEAST OF
 NG0466'THE CENTERLINE OF THE HIGHWAY, AND 8.7 M (28.5 FT) SOUTHWEST OF THE
 NG0466'CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NG0466'THROUGH A 5-INCH LOGO CAP.
 NG0466'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NG0466'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NG0466
 NG0466                          STATION RECOVERY (1994)
 NG0466
 NG0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NG0466'STATION IS LOCATED IN QUAD 420862 ON THE BENTON HEIGHTS QUADRANGLE
 NG0466'MAP. IT IS IN THE NORTHEAST 1/4 SECTION 10, T-4-S, R-18-W, BENTON
 NG0466'TOWNSHIP. IT IS ABOUT 6.5 MILES SOUTHWEST FROM COLOMA, ABOUT 4.5 MILES
 NG0466'NORTHEAST FROM BENTON HARBOR AND ABOUT 4 MILES WEST FROM MILLBURG. TO
 NG0466'REACH FROM THE POST OFFICE IN ST. JOSEPH. GO EAST ALONG INTERSTATE 94
 NG0466'BUSINESS ROUTE FOR 2.4 MILES TO TERRITORIAL ROAD. GO EAST ALONG
 NG0466'TERITORIAL ROAD FOR 0.7 MILE TO RED ARROW HIGHWAY. GO NORTHEAST ALONG
 NG0466'RED ARROW HIGHWAY FOR 2.3 MILES TO STATION ON RIGHT AS DESCRIBED.
 NG0466'STATION IS 92.6 FEET NORTHEAST FROM A UTILITY POLE 79.6 FEET SOUTHWEST
 NG0466'FROM ANOTHER UTILITY POLE, 49 FEET SOUTHWEST FROM CENTER OF FIELD
 NG0466'ENTRANCE, 44 FEET SOUTHEAST FROM CENTER OF RED ARROW HIGHWAY AND 0.8
 NG0466'FOOT NORTH FROM CAR.2 KM) ALONG CONNECTING TAXIWAY TO STATION ON THE
 NG0466'RIGHT AS DESCRIBED. STATION IS 128 FEET SOUTHEAST FROM 6TH RUNWAY
 NG0466'LIGHT SOUTHWEST FROM SOUTHEAST EDGE OF RUNWAY, 97 FEET EAST FROM
 NG0466'CENTER OF CONNECTING TAXIWAY AND INTERSECTION OF SOUTHEAST EDGE OF
 NG0466'RUNWAY, 63.4 FEET SOUTHEAST FROM RUNWAY LIGHT NEAR TAXIWAY, AND 56.1
 NG0466'FEET SOUTHEAST FROM SOUTHEAST EDGE OF RUNWAY.
 NG0466
 NG0466                          STATION RECOVERY (2000)
 NG0466
 NG0466'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0466'0.6 MILES SW ON RED ARROW HWY FROM BERRIEN CENTER RD AT TWELEVE
 NG0466'CORNERS. 1.3 MILES SW OF CENTER OF BRIDGE OVER PASS ON I-196 HWY NEAR
 NG0466'THE N AND S 1/4 LINE OF SECTION 10 BENTON TWP - BERRIEN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1198 ***********************************************************************
 NF1198  FBN         -  This is a Federal Base Network Control Station.
 NF1198  PACS        -  This is a Primary Airport Control Station.
 NF1198  DESIGNATION -  B 336
 NF1198  PID         -  NF1198
 NF1198  STATE/COUNTY-  MI/CALHOUN
 NF1198  USGS QUAD   -  BATTLE CREEK (1985)
 NF1198
 NF1198                         *CURRENT SURVEY CONTROL
 NF1198  ___________________________________________________________________
 NF1198* NAD 83(1994)-  42 19 07.74086(N)    085 14 19.58519(W)     ADJUSTED  
 NF1198* NAVD 88     -       281.650  (meters)     924.05   (feet)  ADJUSTED  
 NF1198  ___________________________________________________________________
 NF1198  X           -     392,059.710 (meters)                     COMP
 NF1198  Y           -  -4,707,114.238 (meters)                     COMP
 NF1198  Z           -   4,272,021.944 (meters)                     COMP
 NF1198  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 NF1198  ELLIP HEIGHT-         248.29  (meters)          (06/11/02) GPS OBS
 NF1198  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF1198  DYNAMIC HT  -         281.562 (meters)     923.76  (feet)  COMP
 NF1198  MODELED GRAV-     980,301.5   (mgal)                       NAVD 88
 NF1198
 NF1198  HORZ ORDER  -  B
 NF1198  VERT ORDER  -  FIRST     CLASS II
 NF1198  ELLP ORDER  -  FOURTH    CLASS I
 NF1198
 NF1198.This mark is at W K Kellogg Airport (BTL)
 NF1198
 NF1198.The horizontal coordinates were established by GPS observations
 NF1198.and adjusted by the National Geodetic Survey in September 1995..
 NF1198
 NF1198.The orthometric height was determined by differential leveling
 NF1198.and adjusted by the National Geodetic Survey in June 1991..
 NF1198
 NF1198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1198
 NF1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1198
 NF1198.The ellipsoidal height was determined by GPS observations
 NF1198.and is referenced to NAD 83.
 NF1198
 NF1198.The geoid height was determined by GEOID03.
 NF1198
 NF1198.The dynamic height is computed by dividing the NAVD 88
 NF1198.geopotential number by the normal gravity value computed on the
 NF1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1198.degrees latitude (g = 980.6199 gals.).
 NF1198
 NF1198.The modeled gravity was interpolated from observed gravity values.
 NF1198
 NF1198;                    North         East     Units Scale Factor Converg.
 NF1198;SPC MI S     -    91,324.931 3,928,111.557   MT  0.99995538   -0 35 36.6
 NF1198;SPC MI S     -   299,622.48 12,887,505.11   iFT  0.99995538   -0 35 36.6
 NF1198;UTM  16      - 4,686,677.118   645,132.406   MT  0.99985917   +1 11 09.5
 NF1198
 NF1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1198!SPC MI S     -   0.99996106  x   0.99995538  =   0.99991644
 NF1198!UTM  16      -   0.99996106  x   0.99985917  =   0.99982024
 NF1198
 NF1198                          SUPERSEDED SURVEY CONTROL
 NF1198
 NF1198  ELLIP H (09/20/95)  248.31   (m)                       GP(       ) 1 2
 NF1198  NAD 83(1986)-  42 19 07.74111(N)    085 14 19.59921(W) AD(       ) 1
 NF1198  NAVD 88 (12/16/94)  281.65   (m)          924.0    (f) LEVELING    3  
 NF1198  NGVD 29 (01/19/93)  281.781  (m)          924.48   (f) ADJUSTED    1 2
 NF1198
 NF1198.Superseded values are not recommended for survey control.
 NF1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1198.See file dsdata.txt to determine how the superseded data were derived.
 NF1198
 NF1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4513286677(NAD 83)
 NF1198_MARKER: I = METAL ROD
 NF1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1198_SP_SET: STAINLESS STEEL ROD
 NF1198_STAMPING: B 336 1985
 NF1198_MARK LOGO: NGS   
 NF1198_PROJECTION: RECESSED 2 CENTIMETERS
 NF1198_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1198+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 NF1198_ROD/PIPE-DEPTH: 21.9 meters
 NF1198
 NF1198  HISTORY     - Date     Condition        Report By
 NF1198  HISTORY     - 1985     MONUMENTED       NGS
 NF1198  HISTORY     - 19920707 GOOD             HOLDEN
 NF1198  HISTORY     - 19921026 GOOD             MIDT
 NF1198  HISTORY     - 19940521 GOOD             NGS
 NF1198  HISTORY     - 20010426 GOOD             MIDT
 NF1198  HISTORY     - 20011128 GOOD             NGS
 NF1198  HISTORY     - 20050208 GOOD             INDIV
 NF1198  HISTORY     - 20050629 GOOD             WOOLPT
 NF1198
 NF1198                          STATION DESCRIPTION
 NF1198
 NF1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1198'IN BATTLE CREEK.
 NF1198'THE MARK IS 0.3 M ABOVE DICKMAN ROAD.
 NF1198'IN BATTLE CREEK, AT THE INTERSECTION OF DICKMAN AND HELMER ROADS, AT
 NF1198'THE SOUTHWEST CORNER OF REESE CEMETERY, 21.0 M (68.9 FT) EAST OF THE
 NF1198'CENTERLINE OF THE NORTH BOUND LANES OF HELMER ROAD, 14.7 M (48.2 FT)
 NF1198'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF DICKMAN ROAD, AND
 NF1198'4.2 M (13.8 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER.
 NF1198'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1198'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NF1198
 NF1198                          STATION RECOVERY (1992)
 NF1198
 NF1198'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1198'STATION IS LOCATED ABOUT 4 MILES NORTH OF THE I-94 INTERCHANGE WITH
 NF1198'HELMER ROAD, 4 MILES NORTHEAST OF THE I-94 INTERCHANGE WITH THE
 NF1198'CLIMAX AND BATTLE CREEK ROAD.  IT IS IN THE CITY OF SPRINGFIELD
 NF1198'ACROSS DICKMAN ROAD FROM THE NORTHEAST CORNER OF THE W. K. KELLOGG
 NF1198'REGIONAL AIRFIELD.  IT IS IN THE NW 1/4 OF SECTION 10 T2S,R8W, BATTLE
 NF1198'CREEK TOWNSHIP, IN QUAD 42085213.  IT CAN BE PLOTTED ON THE USGS
 NF1198'QUADRANGLE MAP BATTLE CREEK.
 NF1198'TO REACH FROM THE I-94 INTERCHANGE WITH CLIMAX AND BATTLE CREEK ROAD,
 NF1198'GO NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH
 NF1198'COLUMBIA AVENUE, BEAR LEFT AND GO NORTH ON SKYLINE DRIVE FOR 2.5 MI
 NF1198'(4.0 KM) TO DICKMAN ROAD, TURN RIGHT AND GO EAST 1.0 MI (1.6 KM) TO
 NF1198'HELMER ROAD AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT AND
 NF1198'DESCRIBED.
 NF1198'STATION IS 19.6 FT (6.0 M) NORTHEAST FROM A TRAFFIC SIGNAL POLE, 33.3
 NF1198'FT (10.1 M) SOUTHEAST FROM A 6 FOOT HIGH CHAIN LINK FENCE CORNER, 1.0
 NF1198'FT (0.3 M) SOUTH OF THE CHAINLINK FENCE AND CARSONITE WITNESS POST,
 NF1198'14.7 M (48.2 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF
 NF1198'DICKMAN ROAD, 21.0 M (68.9 FT) EAST OF THE CENTER OF THE NORTH BOUND
 NF1198'LANES OF HELMER ROAD,4.2 MNE OF THE CENTER OF A MANHOLE COVER.
 NF1198'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1198
 NF1198                          STATION RECOVERY (1992)
 NF1198
 NF1198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1198'STATION IS LOCATED IN QUAD 420852 ON THE BATTLE CREEK QUADRANGLE MAP.
 NF1198'IT IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 4, T-2-S, R-8-W, IN THE
 NF1198'CITY OF SPRINGFIELD. IT IS ABOUT 3.0 MI (4.8 KM) NORTH OF THE
 NF1198'INTERCHANGE OF INTERSTATE HIGHWAY 94 (EXIT 95) WITH HELMER ROAD, AT
 NF1198'THE INTERSECTION OF HELMER ROAD NORTH AND DICKMAN ROAD (BUSINESS ROUTE
 NF1198'94). TO REACH THE STATION FROM THE INTERSECTION ON INTERSTATE HIGHWAY
 NF1198'94 AND HELMER ROAD WHICH IS ABOUT 3 MILES (4.8 KM) SOUTH OF
 NF1198'SPRINGFIELD, GO NORTHERLY ALONG HELMER ROAD FOR 3.8 MI (6.1 KM) TO
 NF1198'DICKMAN ROAD (BUSINESS ROUTE I-94).  TURN LEFT AND GO WEST ALONG
 NF1198'DICKMAN ROAD (BUSINESS ROUTE I-94) FOR 0.1 MI (0.2 KM) TO THE STATION
 NF1198'ON THE RIGHT, IN THE NORTHEAST CORNER OF DICKMAN ROAD (BUSINESS ROUTE
 NF1198'I-94) AND THE CONTINUATION OF HELMER ROAD NORTH. STATION IS A
 NF1198'STAINLESS STEEL ROD ENCASED IN A PIPE, RECESSED 0.03 FT. IT IS 1.0
 NF1198'FEET (0.3 M) ABOVE ROAD SURFACE, 22.5 FT (6.9 M) NORTH FROM NORTH EDGE
 NF1198'OF DICKMAN ROAD, 0.6 FEET (18.3 CM) SOUTH FROM CHAINLINK FENCE, 33.5
 NF1198'FT (10.2 M) EAST FROM SOUTHWEST CORNER OF CHAIN LINK FENCE, 19.5 FT
 NF1198'(5.9 M) NORTHEAST FROM TRAFFIC SIGNAL POST AND 1.0 FT (0.3 M) SOUTH
 NF1198'FROM CARSONITE WITNESS POST. ACCESS TO DATUM IS THROUGH 5-INCH LOGO
 NF1198'CAP.
 NF1198
 NF1198                          STATION RECOVERY (1994)
 NF1198
 NF1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1198'A TALL TRIPOD IS NEEDED TO GET ANTENNA ABOVE A 1.6 M (5.2 FT) HIGH
 NF1198'METAL FENCE.  STATION IS LOCATED ABOUT 5 KM (3.10 MI) WEST OF BATTLE
 NF1198'CREEK, ACROSS THE ROAD FROM THE NORTHEAST CORNER OF THE W.K.  KELLOGG
 NF1198'REGIONAL AIRPORT, AT THE SOUTHWEST CORNER OF THE REESE CEMETERY, IN
 NF1198'THE WEST ANGLE OF THE JUNCTION OF WEST DICKMAN AND HELMER ROADS, NEAR
 NF1198'THE NORTHWEST CORNER OF SECTION 10, T 2 S, R 8 W.  OWNERSHIP--STATE
 NF1198'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE
 NF1198'JUNCTION OF INTERSTATE HIGHWAY 94 AND HELMER ROAD (EXIT 95) , ABOUT 8
 NF1198'KM (4.95 MI) SOUTH OF BATTLE CREEK, GO NORTH ON HELMER ROAD FOR 6.25
 NF1198'KM (3.90 MI) TO A T-ROAD.  TURN LEFT, WEST, ON WEST DICKMAN ROAD FOR
 NF1198'0.21 KM (0.15 MI) TO THE STATION ON THE RIGHT, JUST BEFORE REACHING
 NF1198'HELMER ROAD.  ACCESS COVER IS 2 CM BELOW GROUND.  STATION IS 6.3 M
 NF1198'(20.7 FT) NORTH OF THE NORTH CURB OF WEST DICKMAN ROAD, 15.1 M (49.5
 NF1198'FT) EAST OF THE EAST CURB OF HELMER ROAD, 0.18 M (0.59 FT) SOUTH OF A
 NF1198'FIBERGLASS WITNESS POST IN THE FENCE LINE, 10.1 M (33.1 FT) EAST OF A
 NF1198'FENCE CORNER, 4.4 M (14.4 FT) NORTHEAST OF A MANHOLE COVER, AND 6.0 M
 NF1198'(19.7 FT) NORTHEAST OF A SIGNAL POLE. DESCRIBED BY G.R.  HEID.
 NF1198
 NF1198                          STATION RECOVERY (2001)
 NF1198
 NF1198'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (GRH)
 NF1198'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 NF1198'TRANSPORTATION, (GRH)  IN GOOD CONDITION.  STATION IS GOOD FOR USE
 NF1198'WITH G.P.S.
 NF1198' 
 NF1198'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1198' 
 NF1198' 
 NF1198'
 NF1198
 NF1198                          STATION RECOVERY (2001)
 NF1198
 NF1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1198'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1198
 NF1198                          STATION RECOVERY (2005)
 NF1198
 NF1198'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLW)
 NF1198'RECOVERED IN GOOD CONDITION.
 NF1198
 NF1198                          STATION RECOVERY (2005)
 NF1198
 NF1198'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005
 NF1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1031 ***********************************************************************
 NE1031  DESIGNATION -  B 337
 NE1031  PID         -  NE1031
 NE1031  STATE/COUNTY-  MI/WASHTENAW
 NE1031  USGS QUAD   -  YPSILANTI EAST (1983)
 NE1031
 NE1031                         *CURRENT SURVEY CONTROL
 NE1031  ___________________________________________________________________
 NE1031* NAD 83(1986)-  42 13 12.     (N)    083 33 45.     (W)     SCALED    
 NE1031* NAVD 88     -       223.293  (meters)     732.59   (feet)  ADJUSTED  
 NE1031  ___________________________________________________________________
 NE1031  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 NE1031  DYNAMIC HT  -         223.223 (meters)     732.36  (feet)  COMP
 NE1031  MODELED GRAV-     980,303.8   (mgal)                       NAVD 88
 NE1031
 NE1031  VERT ORDER  -  FIRST     CLASS II
 NE1031
 NE1031.The horizontal coordinates were scaled from a topographic map and have
 NE1031.an estimated accuracy of +/- 6 seconds.
 NE1031
 NE1031.The orthometric height was determined by differential leveling
 NE1031.and adjusted by the National Geodetic Survey in June 1991..
 NE1031
 NE1031.The geoid height was determined by GEOID03.
 NE1031
 NE1031.The dynamic height is computed by dividing the NAVD 88
 NE1031.geopotential number by the normal gravity value computed on the
 NE1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1031.degrees latitude (g = 980.6199 gals.).
 NE1031
 NE1031.The modeled gravity was interpolated from observed gravity values.
 NE1031
 NE1031;                    North         East    Units  Estimated Accuracy
 NE1031;SPC MI S     -    80,290.    4,066,390.      MT  (+/- 180 meters Scaled)
 NE1031
 NE1031                          SUPERSEDED SURVEY CONTROL
 NE1031
 NE1031  NGVD 29 (01/19/93)  223.423  (m)          733.01   (f) ADJUSTED    1 2
 NE1031
 NE1031.Superseded values are not recommended for survey control.
 NE1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1031.See file dsdata.txt to determine how the superseded data were derived.
 NE1031
 NE1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG885773(NAD 83)
 NE1031_MARKER: DB = BENCH MARK DISK
 NE1031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1031_SP_SET: BRIDGE ABUTMENT
 NE1031_STAMPING: B 337 1985
 NE1031_MARK LOGO: NGS   
 NE1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1031
 NE1031  HISTORY     - Date     Condition        Report By
 NE1031  HISTORY     - 1985     MONUMENTED       NGS
 NE1031  HISTORY     - 20051002 MARK NOT FOUND   OHM
 NE1031
 NE1031                          STATION DESCRIPTION
 NE1031
 NE1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1031'20.6 KM (12.8 MI) EAST FROM ANN ARBOR.
 NE1031'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1031'HURON STREET IN ANN ARBOR, THENCE 15.7 KM (9.75 MI) EASTERLY ALONG
 NE1031'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE SOUTH FACE OF THE EAST
 NE1031'CONCRETE ABUTMENT OF THE EAST BOUND HIGHWAY OVERPASS OF WIARD ROAD,
 NE1031'AND 6.4 M (21.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 NE1031'THE HIGHWAY.
 NE1031'THE MARK IS 0.7 M ABOVE THE GROUND.
 NE1031
 NE1031                          STATION RECOVERY (2005)
 NE1031
 NE1031'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2005 (KSW)
 NE1031'BRIDGE OVER I-94 WAS RECONSTRUCTION AND THE MARK DOES NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1005 ***********************************************************************
 NE1005  DESIGNATION -  B 338
 NE1005  PID         -  NE1005
 NE1005  STATE/COUNTY-  MI/WAYNE
 NE1005  USGS QUAD   -  DEARBORN (1983)
 NE1005
 NE1005                         *CURRENT SURVEY CONTROL
 NE1005  ___________________________________________________________________
 NE1005* NAD 83(1986)-  42 17 29.     (N)    083 08 31.     (W)     SCALED    
 NE1005* NAVD 88     -       176.044  (meters)     577.57   (feet)  ADJUSTED  
 NE1005  ___________________________________________________________________
 NE1005  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE1005  DYNAMIC HT  -         175.991 (meters)     577.40  (feet)  COMP
 NE1005  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NE1005
 NE1005  VERT ORDER  -  FIRST     CLASS II
 NE1005
 NE1005.The horizontal coordinates were scaled from a topographic map and have
 NE1005.an estimated accuracy of +/- 6 seconds.
 NE1005
 NE1005.The orthometric height was determined by differential leveling
 NE1005.and adjusted by the National Geodetic Survey in June 1991..
 NE1005
 NE1005.The geoid height was determined by GEOID03.
 NE1005
 NE1005.The dynamic height is computed by dividing the NAVD 88
 NE1005.geopotential number by the normal gravity value computed on the
 NE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1005.degrees latitude (g = 980.6199 gals.).
 NE1005
 NE1005.The modeled gravity was interpolated from observed gravity values.
 NE1005
 NE1005;                    North         East    Units  Estimated Accuracy
 NE1005;SPC MI S     -    88,640.    4,101,000.      MT  (+/- 180 meters Scaled)
 NE1005
 NE1005                          SUPERSEDED SURVEY CONTROL
 NE1005
 NE1005  NGVD 29 (01/19/93)  176.209  (m)          578.11   (f) ADJUSTED    1 2
 NE1005
 NE1005.Superseded values are not recommended for survey control.
 NE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1005.See file dsdata.txt to determine how the superseded data were derived.
 NE1005
 NE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG234843(NAD 83)
 NE1005_MARKER: DB = BENCH MARK DISK
 NE1005_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1005_SP_SET: BRIDGE ABUTMENT
 NE1005_STAMPING: B 338 1985
 NE1005_MARK LOGO: NGS   
 NE1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1005
 NE1005  HISTORY     - Date     Condition        Report By
 NE1005  HISTORY     - 1985     MONUMENTED       NGS
 NE1005
 NE1005                          STATION DESCRIPTION
 NE1005
 NE1005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1005'IN DETRIOT.
 NE1005'IN DETROIT, AT THE INTERSECTION OF OAKWOOD BOULEVARD AND THE ROUGE
 NE1005'RIVER, IN TOP OF AND 1.0 M (3.3 FT) NORTHWEST OF THE SOUTHEAST END OF
 NE1005'THE NORTHEAST CONCRETE ABUTMENT OF THE AVENUE BRIDGE SPANNING THE
 NE1005'RIVER, AND 10.0 M (32.8 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST
 NE1005'BOUND LANES OF THE BOULEVARD.
 NE1005'THE MARK IS 3.6 M BELOW THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0723 ***********************************************************************
 RJ0723  DESIGNATION -  B 339
 RJ0723  PID         -  RJ0723
 RJ0723  STATE/COUNTY-  MI/CHIPPEWA
 RJ0723  USGS QUAD   -  MUNUSCONG (1976)
 RJ0723
 RJ0723                         *CURRENT SURVEY CONTROL
 RJ0723  ___________________________________________________________________
 RJ0723* NAD 83(1986)-  46 09 29.     (N)    084 13 05.     (W)     SCALED    
 RJ0723* NAVD 88     -       183.128  (meters)     600.81   (feet)  ADJUSTED  
 RJ0723  ___________________________________________________________________
 RJ0723  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 RJ0723  DYNAMIC HT  -         183.135 (meters)     600.84  (feet)  COMP
 RJ0723  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RJ0723
 RJ0723  VERT ORDER  -  SECOND    CLASS I
 RJ0723
 RJ0723.The horizontal coordinates were scaled from a topographic map and have
 RJ0723.an estimated accuracy of +/- 6 seconds.
 RJ0723
 RJ0723.The orthometric height was determined by differential leveling
 RJ0723.and adjusted by the National Geodetic Survey in June 1991..
 RJ0723
 RJ0723.The geoid height was determined by GEOID03.
 RJ0723
 RJ0723.The dynamic height is computed by dividing the NAVD 88
 RJ0723.geopotential number by the normal gravity value computed on the
 RJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0723.degrees latitude (g = 980.6199 gals.).
 RJ0723
 RJ0723.The modeled gravity was interpolated from observed gravity values.
 RJ0723
 RJ0723;                    North         East    Units  Estimated Accuracy
 RJ0723;SPC MI N     -   156,560.    8,214,820.      MT  (+/- 180 meters Scaled)
 RJ0723
 RJ0723                          SUPERSEDED SURVEY CONTROL
 RJ0723
 RJ0723.No superseded survey control is available for this station.
 RJ0723
 RJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147153(NAD 83)
 RJ0723_MARKER: DB = BENCH MARK DISK
 RJ0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0723_SP_SET: STAINLESS STEEL ROD
 RJ0723_STAMPING: B 339 1986
 RJ0723_MARK LOGO: NOS   
 RJ0723_PROJECTION: RECESSED 10 CENTIMETERS
 RJ0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0723_ROD/PIPE-DEPTH: 3.6  meters
 RJ0723
 RJ0723  HISTORY     - Date     Condition        Report By
 RJ0723  HISTORY     - 1986     MONUMENTED       NOS
 RJ0723  HISTORY     - 1986     GOOD             NOS
 RJ0723
 RJ0723                          STATION DESCRIPTION
 RJ0723
 RJ0723'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0723'11.1 KM (6.9 MI) EAST FROM PICKFORD.
 RJ0723'11.1 KM (6.9 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0723'PICKFORD, 8.8 M (28.9 FT) NORTHWEST OF A UTILITY POLE, 8.5 M (27.9 FT)
 RJ0723'NORTHWEST OF CORNER POST T 43 N R 2 E, 5.9 M (19.3 FT) SOUTH OF THE
 RJ0723'ROAD CENTERLINE, AND 0.3 M (1.0 FT) EAST OF THE EXTERDED CENTER OF A
 RJ0723'DIRT ROAD LEADING NORTH.
 RJ0723
 RJ0723                          STATION RECOVERY (1986)
 RJ0723
 RJ0723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5064 ***********************************************************************
 AA5064  DESIGNATION -  B 340
 AA5064  PID         -  AA5064
 AA5064  STATE/COUNTY-  MI/LAKE
 AA5064  USGS QUAD   -  REED CITY NORTH (1987)
 AA5064
 AA5064                         *CURRENT SURVEY CONTROL
 AA5064  ___________________________________________________________________
 AA5064* NAD 83(1986)-  43 53 15.     (N)    085 35 04.     (W)     SCALED    
 AA5064* NAVD 88     -       365.475  (meters)    1199.06   (feet)  ADJUSTED  
 AA5064  ___________________________________________________________________
 AA5064  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AA5064  DYNAMIC HT  -         365.417 (meters)    1198.87  (feet)  COMP
 AA5064  MODELED GRAV-     980,448.7   (mgal)                       NAVD 88
 AA5064
 AA5064  VERT ORDER  -  FIRST     CLASS II
 AA5064
 AA5064.The horizontal coordinates were scaled from a topographic map and have
 AA5064.an estimated accuracy of +/- 6 seconds.
 AA5064
 AA5064.The orthometric height was determined by differential leveling
 AA5064.and adjusted by the National Geodetic Survey in January 2002..
 AA5064
 AA5064.The geoid height was determined by GEOID03.
 AA5064
 AA5064.The dynamic height is computed by dividing the NAVD 88
 AA5064.geopotential number by the normal gravity value computed on the
 AA5064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5064.degrees latitude (g = 980.6199 gals.).
 AA5064
 AA5064.The modeled gravity was interpolated from observed gravity values.
 AA5064
 AA5064;                    North         East    Units  Estimated Accuracy
 AA5064;SPC MI C     -    64,170.    5,902,140.      MT  (+/- 180 meters Scaled)
 AA5064
 AA5064                          SUPERSEDED SURVEY CONTROL
 AA5064
 AA5064.No superseded survey control is available for this station.
 AA5064
 AA5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP137603(NAD 83)
 AA5064_MARKER: I = METAL ROD
 AA5064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5064_STAMPING: B 340 1992
 AA5064_MARK LOGO: NGS   
 AA5064_PROJECTION: FLUSH
 AA5064_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5064+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5064_ROD/PIPE-DEPTH: 13.7 meters
 AA5064
 AA5064  HISTORY     - Date     Condition        Report By
 AA5064  HISTORY     - 1992     MONUMENTED       NGS
 AA5064  HISTORY     - 20031010 GOOD             USPSQD
 AA5064
 AA5064                          STATION DESCRIPTION
 AA5064
 AA5064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5064'4.6 M (15.1 FT) WESTERLY ALONG U.S. HIGHWAY 10 FROM THE JUNCTION OF
 AA5064'U.S. HIGHWAY 131 IN REED CITY, 200.0 M (656.2 FT) WEST OF THE CENTER
 AA5064'OF DEER LAKE ROAD, 13.1 M (43.0 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AA5064'8.2 M (26.9 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO D AND D
 AA5064'PRODUCTS, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AA5064'(1.3 FT) NORTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AA5064'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5064
 AA5064                          STATION RECOVERY (2003)
 AA5064
 AA5064'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVR)
 AA5064'DESCRIPTION IS LISTED AS 4.6M (15.1 FT))WESTERLY ALONG U.S. HIGHWAY 10
 AA5064'FROM THE JUNCTION OF U.S. HIGHWAY 131 IN REED CITY.
 AA5064'DESCRIPTION WRONG, SHOULD BE 4.6 MI MI WESTERLY ALONG U.S. HIGHWAY 10
 AA5064'FROM THE JUNCTION OF U.S. 131 IN REED CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8074 ***********************************************************************
 AA8074  FBN         -  This is a Federal Base Network Control Station.
 AA8074  DESIGNATION -  B 341
 AA8074  PID         -  AA8074
 AA8074  STATE/COUNTY-  MI/OSCEOLA
 AA8074  USGS QUAD   -  REED CITY SOUTH (1987)
 AA8074
 AA8074                         *CURRENT SURVEY CONTROL
 AA8074  ___________________________________________________________________
 AA8074* NAD 83(1994)-  43 50 39.85094(N)    085 30 08.98976(W)     ADJUSTED  
 AA8074* NAVD 88     -       341.792  (meters)    1121.36   (feet)  ADJUSTED  
 AA8074  ___________________________________________________________________
 AA8074  X           -     361,315.135 (meters)                     COMP
 AA8074  Y           -  -4,593,503.625 (meters)                     COMP
 AA8074  Z           -   4,395,853.011 (meters)                     COMP
 AA8074  LAPLACE CORR-           3.28  (seconds)                    DEFLEC99
 AA8074  ELLIP HEIGHT-         308.92  (meters)          (06/11/02) GPS OBS
 AA8074  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AA8074  DYNAMIC HT  -         341.737 (meters)    1121.18  (feet)  COMP
 AA8074  MODELED GRAV-     980,446.9   (mgal)                       NAVD 88
 AA8074
 AA8074  HORZ ORDER  -  B
 AA8074  VERT ORDER  -  FIRST     CLASS II
 AA8074  ELLP ORDER  -  FOURTH    CLASS I
 AA8074
 AA8074.The horizontal coordinates were established by GPS observations
 AA8074.and adjusted by the National Geodetic Survey in September 1995..
 AA8074
 AA8074.The orthometric height was determined by differential leveling
 AA8074.and adjusted by the National Geodetic Survey in January 2002..
 AA8074
 AA8074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8074
 AA8074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8074
 AA8074.The ellipsoidal height was determined by GPS observations
 AA8074.and is referenced to NAD 83.
 AA8074
 AA8074.The geoid height was determined by GEOID03.
 AA8074
 AA8074.The dynamic height is computed by dividing the NAVD 88
 AA8074.geopotential number by the normal gravity value computed on the
 AA8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8074.degrees latitude (g = 980.6199 gals.).
 AA8074
 AA8074.The modeled gravity was interpolated from observed gravity values.
 AA8074
 AA8074;                    North         East     Units Scale Factor Converg.
 AA8074;SPC MI C     -    59,284.730 5,908,655.938   MT  1.00009487   -0 48 08.5
 AA8074;SPC MI C     -   194,503.71 19,385,354.13   iFT  1.00009487   -0 48 08.5
 AA8074;UTM  16      - 4,855,681.069   620,374.855   MT  0.99977822   +1 02 14.8
 AA8074
 AA8074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8074!SPC MI C     -   0.99995156  x   1.00009487  =   1.00004643
 AA8074!UTM  16      -   0.99995156  x   0.99977822  =   0.99972979
 AA8074
 AA8074                          SUPERSEDED SURVEY CONTROL
 AA8074
 AA8074  ELLIP H (09/20/95)  308.93   (m)                       GP(       ) 1 2
 AA8074  NAVD 88 (06/11/02)  341.79   (m)         1121.4    (f) LEVELING    3  
 AA8074
 AA8074.Superseded values are not recommended for survey control.
 AA8074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8074.See file dsdata.txt to determine how the superseded data were derived.
 AA8074
 AA8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2037555681(NAD 83)
 AA8074_MARKER: I = METAL ROD
 AA8074_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA8074_STAMPING: B 341 1992
 AA8074_MARK LOGO: NGS   
 AA8074_PROJECTION: FLUSH
 AA8074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8074+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AA8074_ROD/PIPE-DEPTH: 7.30 meters
 AA8074
 AA8074  HISTORY     - Date     Condition        Report By
 AA8074  HISTORY     - 1992     MONUMENTED       NGS
 AA8074  HISTORY     - 19921111 GOOD             NGS
 AA8074  HISTORY     - 19940411 GOOD             NGS
 AA8074  HISTORY     - 20010426 GOOD             MIDT
 AA8074  HISTORY     - 20010927 GOOD             USPSQD
 AA8074  HISTORY     - 20051024 GOOD             USPSQD
 AA8074
 AA8074                          STATION DESCRIPTION
 AA8074
 AA8074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA8074'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AA8074'IN REED CITY, THENCE 3.6 KM (2.25 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AA8074'131 BUSINESS, 63.7 M (209.0 FT) EAST OF THE HIGHWAY CENTERLINE, 9.1 M
 AA8074'(29.9 FT) NORTH OF THE CENTERLINE OF HERSEY ROAD, 1.0 M (3.3 FT) BELOW
 AA8074'THE LEVEL OF THE ROAD, 0.7 M (2.3 FT) WEST OF A UTILITY POLE, AND 0.3
 AA8074'M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 AA8074'IS THROUGH A 5-INCH LOGO CAP.
 AA8074
 AA8074                          STATION RECOVERY (1994)
 AA8074
 AA8074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8074'STATION IS LOCATED IN QUAD 430854, ABOUT 2.0 MILES (3.2 KM) SOUTH FROM
 AA8074'REED CITY, AND 3.0 MILES (4.8 KM) WEST FROM HERSEY, IN THE SOUTHWEST
 AA8074'1/4 OF SECTION 22, T16N, R9W, RICHMOND TOWNSHIP, OSCEOLA COUNTY.  TO
 AA8074'REACH FROM THE POST OFFICE IN REED CITY, GO EAST ON UPTON AVENUE FOR
 AA8074'0.1 MI (0.2 KM) TO U.S.  HIGHWAY 131 BUSINESS.  TURN RIGHT AND GO
 AA8074'SOUTH ON HIGHWAY 131 BUSINESS FOR 2.25 MI (3.62 KM) TO HERSEY ROAD.
 AA8074'TURN LEFT ON HERSEY ROAD AND GO EAST FOR ABOUT 210 FT (64.0 M) TO THE
 AA8074'STATION ON THE LEFT BY A UTILITY POLE.  STATION IS 209 FT (63.7 M)
 AA8074'EAST FROM THE CENTERLINE OF U.S.  HIGHWAY 131 BUSINESS, 29.9 FT (9.1
 AA8074'M) NORTH FROM THE CENTERLINE OF HERSEY ROAD, 2.3 FT (0.7 M) WEST FROM
 AA8074'A UTILITY POLE AND FIBERGLASS WITNESS POST, 1 FT (0.3 M) SOUTH FROM A
 AA8074'FIBERGLASS WITNESS POST AND ABOUT 3.3 FT (1.0 M) BELOW THE LEVEL OF
 AA8074'HERSEY ROAD.
 AA8074
 AA8074                          STATION RECOVERY (2001)
 AA8074
 AA8074'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JAS)
 AA8074'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 AA8074'TRANSPORTATION,  GRAND REGION (JAS)  IN GOOD CONDITION.  STATION IS
 AA8074'GOOD FOR USE WITH G.P.S.
 AA8074' 
 AA8074'STAINLESS STEEL ROD SET IN MONUMENT BOX WITH HAND-FLIP TOP
 AA8074'TO PROTECT ROD.
 AA8074' 
 AA8074'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8074' 
 AA8074' 
 AA8074' 
 AA8074' 
 AA8074'
 AA8074
 AA8074                          STATION RECOVERY (2001)
 AA8074
 AA8074'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 AA8074'RECOVERED IN GOOD CONDITION.
 AA8074
 AA8074                          STATION RECOVERY (2005)
 AA8074
 AA8074'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AA8074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7894 ***********************************************************************
 AH7894  DESIGNATION -  B 342
 AH7894  PID         -  AH7894
 AH7894  STATE/COUNTY-  MI/MECOSTA
 AH7894  USGS QUAD   -  MECOSTA (1979)
 AH7894
 AH7894                         *CURRENT SURVEY CONTROL
 AH7894  ___________________________________________________________________
 AH7894* NAD 83(1986)-  43 35 47.     (N)    085 07 33.     (W)     SCALED    
 AH7894* NAVD 88     -       318.813  (meters)    1045.97   (feet)  ADJUSTED  
 AH7894  ___________________________________________________________________
 AH7894  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AH7894  DYNAMIC HT  -         318.755 (meters)    1045.78  (feet)  COMP
 AH7894  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 AH7894
 AH7894  VERT ORDER  -  FIRST     CLASS II
 AH7894
 AH7894.The horizontal coordinates were scaled from a topographic map and have
 AH7894.an estimated accuracy of +/- 6 seconds.
 AH7894
 AH7894.The orthometric height was determined by differential leveling
 AH7894.and adjusted by the National Geodetic Survey in January 2002..
 AH7894
 AH7894.The geoid height was determined by GEOID03.
 AH7894
 AH7894.The dynamic height is computed by dividing the NAVD 88
 AH7894.geopotential number by the normal gravity value computed on the
 AH7894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7894.degrees latitude (g = 980.6199 gals.).
 AH7894
 AH7894.The modeled gravity was interpolated from observed gravity values.
 AH7894
 AH7894;                    North         East    Units  Estimated Accuracy
 AH7894;SPC MI S     -   233,150.    3,938,700.      MT  (+/- 180 meters Scaled)
 AH7894
 AH7894                          SUPERSEDED SURVEY CONTROL
 AH7894
 AH7894.No superseded survey control is available for this station.
 AH7894
 AH7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP512287(NAD 83)
 AH7894_MARKER: I = METAL ROD
 AH7894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7894_STAMPING: B 342 1992
 AH7894_MARK LOGO: NGS   
 AH7894_PROJECTION: FLUSH
 AH7894_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7894+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7894_ROD/PIPE-DEPTH: 3.7  meters
 AH7894
 AH7894  HISTORY     - Date     Condition        Report By
 AH7894  HISTORY     - 1992     MONUMENTED       NGS
 AH7894
 AH7894                          STATION DESCRIPTION
 AH7894
 AH7894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7894'1.9 KM (1.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7894'IN REMUS, 50.2 M (164.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 24.9 M
 AH7894'(81.7 FT) EAST OF JUNCTION UTILITY POLE NUMBER 9039, 16.9 M (55.4 FT)
 AH7894'WEST OF THE CENTER OF 20TH AVENUE, 1.2 M (3.9 FT) NORTHEAST OF A
 AH7894'WITNESS POST, 0.5 M (1.6 FT) NORTHEAST OF THE NORTHEAST END OF A
 AH7894'FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS
 AH7894'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7910 ***********************************************************************
 AH7910  DESIGNATION -  B 343
 AH7910  PID         -  AH7910
 AH7910  STATE/COUNTY-  MI/MONTCALM
 AH7910  USGS QUAD   -  STANTON (1982)
 AH7910
 AH7910                         *CURRENT SURVEY CONTROL
 AH7910  ___________________________________________________________________
 AH7910* NAD 83(1986)-  43 19 55.     (N)    085 02 40.     (W)     SCALED    
 AH7910* NAVD 88     -       288.599  (meters)     946.85   (feet)  ADJUSTED  
 AH7910  ___________________________________________________________________
 AH7910  GEOID HEIGHT-         -32.54  (meters)                     GEOID03
 AH7910  DYNAMIC HT  -         288.545 (meters)     946.67  (feet)  COMP
 AH7910  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 AH7910
 AH7910  VERT ORDER  -  FIRST     CLASS II
 AH7910
 AH7910.The horizontal coordinates were scaled from a topographic map and have
 AH7910.an estimated accuracy of +/- 6 seconds.
 AH7910
 AH7910.The orthometric height was determined by differential leveling
 AH7910.and adjusted by the National Geodetic Survey in January 2002..
 AH7910
 AH7910.The geoid height was determined by GEOID03.
 AH7910
 AH7910.The dynamic height is computed by dividing the NAVD 88
 AH7910.geopotential number by the normal gravity value computed on the
 AH7910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7910.degrees latitude (g = 980.6199 gals.).
 AH7910
 AH7910.The modeled gravity was interpolated from observed gravity values.
 AH7910
 AH7910;                    North         East    Units  Estimated Accuracy
 AH7910;SPC MI S     -   203,710.    3,945,040.      MT  (+/- 180 meters Scaled)
 AH7910
 AH7910                          SUPERSEDED SURVEY CONTROL
 AH7910
 AH7910.No superseded survey control is available for this station.
 AH7910
 AH7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN585995(NAD 83)
 AH7910_MARKER: I = METAL ROD
 AH7910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7910_STAMPING: B 343 1992
 AH7910_MARK LOGO: NGS   
 AH7910_PROJECTION: FLUSH
 AH7910_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7910+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7910_ROD/PIPE-DEPTH: 12.9 meters
 AH7910
 AH7910  HISTORY     - Date     Condition        Report By
 AH7910  HISTORY     - 1992     MONUMENTED       NGS
 AH7910
 AH7910                          STATION DESCRIPTION
 AH7910
 AH7910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7910'2.8 KM (1.75 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7910'STANTON, THENCE 4.5 KM (2.80 MI) NORTHERLY ALONG WYMAN ROAD, 13.2 M
 AH7910'(43.3 FT) SOUTH OF THE ENTRANCE INTO A DRAG STRIP, 11.6 M (38.1 FT)
 AH7910'WEST OF AND LEVEL WITH THE ROAD CENTERLINE, AND 0.3 M (1.0 FT) EAST OF
 AH7910'A WITNESS POST AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AH7910'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8449 ***********************************************************************
 AH8449  DESIGNATION -  B 344
 AH8449  PID         -  AH8449
 AH8449  STATE/COUNTY-  MI/ST JOSEPH
 AH8449  USGS QUAD   -  CONSTANTINE (1972)
 AH8449
 AH8449                         *CURRENT SURVEY CONTROL
 AH8449  ___________________________________________________________________
 AH8449* NAD 83(1986)-  41 50 34.     (N)    085 40 11.     (W)     SCALED    
 AH8449* NAVD 88     -       237.480  (meters)     779.13   (feet)  ADJUSTED  
 AH8449  ___________________________________________________________________
 AH8449  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AH8449  DYNAMIC HT  -         237.396 (meters)     778.86  (feet)  COMP
 AH8449  MODELED GRAV-     980,263.1   (mgal)                       NAVD 88
 AH8449
 AH8449  VERT ORDER  -  FIRST     CLASS II
 AH8449
 AH8449.The horizontal coordinates were scaled from a topographic map and have
 AH8449.an estimated accuracy of +/- 6 seconds.
 AH8449
 AH8449.The orthometric height was determined by differential leveling
 AH8449.and adjusted by the National Geodetic Survey in March 2005..
 AH8449.No vertical observational check was made to the station.
 AH8449
 AH8449.The geoid height was determined by GEOID03.
 AH8449
 AH8449.The dynamic height is computed by dividing the NAVD 88
 AH8449.geopotential number by the normal gravity value computed on the
 AH8449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8449.degrees latitude (g = 980.6199 gals.).
 AH8449
 AH8449.The modeled gravity was interpolated from observed gravity values.
 AH8449
 AH8449;                    North         East    Units  Estimated Accuracy
 AH8449;SPC MI S     -    38,910.    3,891,770.      MT  (+/- 180 meters Scaled)
 AH8449
 AH8449                          SUPERSEDED SURVEY CONTROL
 AH8449
 AH8449.No superseded survey control is available for this station.
 AH8449
 AH8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM104331(NAD 83)
 AH8449_MARKER: DV = VERTICAL CONTROL DISK
 AH8449_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8449_SP_SET: BRIDGE ABUTMENT
 AH8449_STAMPING: B 344 1992
 AH8449_MARK LOGO: NGS   
 AH8449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8449+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8449
 AH8449  HISTORY     - Date     Condition        Report By
 AH8449  HISTORY     - 1992     MONUMENTED       NGS
 AH8449  HISTORY     - 20010528 GOOD             NGS
 AH8449
 AH8449                          STATION DESCRIPTION
 AH8449
 AH8449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8449'0.4 KM (0.25 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE POST OFFICE
 AH8449'IN CONSTANTINE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 AH8449'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 AH8449'SPANNING THE ST.  JOSEPH RIVER, 9.9 M (32.5 FT) SOUTHWEST OF THE
 AH8449'CENTERLINE OF THE HIGHWAY, 3.4 M (11.2 FT) SOUTHEAST OF THE NORTHWEST
 AH8449'END OF THE WEST ABUTMENT WINGWALL, AND 1.3 M (4.3 FT) BELOW THE LEVEL
 AH8449'OF THE HIGHWAY.
 AH8449
 AH8449                          STATION RECOVERY (2001)
 AH8449
 AH8449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8194 ***********************************************************************
 AB8194  DESIGNATION -  B 346
 AB8194  PID         -  AB8194
 AB8194  STATE/COUNTY-  MI/CHIPPEWA
 AB8194  USGS QUAD   -  TIMBERLOST (1975)
 AB8194
 AB8194                         *CURRENT SURVEY CONTROL
 AB8194  ___________________________________________________________________
 AB8194* NAD 83(1986)-  46 36 32.     (N)    085 12 53.     (W)     SCALED    
 AB8194* NAVD 88     -       223.732  (meters)     734.03   (feet)  ADJUSTED  
 AB8194  ___________________________________________________________________
 AB8194  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 AB8194  DYNAMIC HT  -         223.746 (meters)     734.07  (feet)  COMP
 AB8194  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 AB8194
 AB8194  VERT ORDER  -  SECOND    CLASS I
 AB8194
 AB8194.The horizontal coordinates were scaled from a topographic map and have
 AB8194.an estimated accuracy of +/- 6 seconds.
 AB8194
 AB8194.The orthometric height was determined by differential leveling
 AB8194.and adjusted by the National Geodetic Survey in July 2002..
 AB8194
 AB8194.The geoid height was determined by GEOID03.
 AB8194
 AB8194.The dynamic height is computed by dividing the NAVD 88
 AB8194.geopotential number by the normal gravity value computed on the
 AB8194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8194.degrees latitude (g = 980.6199 gals.).
 AB8194
 AB8194.The modeled gravity was interpolated from observed gravity values.
 AB8194
 AB8194;                    North         East    Units  Estimated Accuracy
 AB8194;SPC MI N     -   204,440.    8,136,750.      MT  (+/- 180 meters Scaled)
 AB8194
 AB8194                          SUPERSEDED SURVEY CONTROL
 AB8194
 AB8194.No superseded survey control is available for this station.
 AB8194
 AB8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS367632(NAD 83)
 AB8194_MARKER: I = METAL ROD
 AB8194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8194_STAMPING: B 346 1996
 AB8194_MARK LOGO: NGS   
 AB8194_PROJECTION: FLUSH
 AB8194_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8194+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 AB8194_ROD/PIPE-DEPTH: 12.0 meters
 AB8194
 AB8194  HISTORY     - Date     Condition        Report By
 AB8194  HISTORY     - 1996     MONUMENTED       NGS
 AB8194  HISTORY     - 20040825 GOOD             USPSQD
 AB8194  HISTORY     - 20050902 GOOD             USPSQD
 AB8194
 AB8194                          STATION DESCRIPTION
 AB8194
 AB8194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8194'17.5 KM (10.85 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8194'OF WHITEFISH ROAD IN PARADISE, 24.2 M (79.4 FT) NORTHWEST OF THE
 AB8194'HIGHWAY CENTERLINE, 7.4 M (24.3 FT) SOUTH OF A 16-INCH PINE TREE, 0.7
 AB8194'M (2.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF
 AB8194'THE NORTH END OF A SIGN (FIRE DANGER) .  NOTE--ACCESS TO THE DATUM
 AB8194'POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8194
 AB8194                          STATION RECOVERY (2004)
 AB8194
 AB8194'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8194'RECOVERED IN GOOD CONDITION.
 AB8194
 AB8194                          STATION RECOVERY (2005)
 AB8194
 AB8194'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6027 ***********************************************************************
 AC6027  DESIGNATION -  B 347
 AC6027  PID         -  AC6027
 AC6027  STATE/COUNTY-  MI/KEWEENAW
 AC6027  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6027
 AC6027                         *CURRENT SURVEY CONTROL
 AC6027  ___________________________________________________________________
 AC6027* NAD 83(1986)-  47 26 14.     (N)    088 09 07.     (W)     SCALED    
 AC6027* NAVD 88     -       333.490  (meters)    1094.13   (feet)  ADJUSTED  
 AC6027  ___________________________________________________________________
 AC6027  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 AC6027  DYNAMIC HT  -         333.549 (meters)    1094.32  (feet)  COMP
 AC6027  MODELED GRAV-     980,780.9   (mgal)                       NAVD 88
 AC6027
 AC6027  VERT ORDER  -  SECOND    CLASS I
 AC6027
 AC6027.The horizontal coordinates were scaled from a topographic map and have
 AC6027.an estimated accuracy of +/- 6 seconds.
 AC6027
 AC6027.The orthometric height was determined by differential leveling
 AC6027.and adjusted by the National Geodetic Survey in March 1997..
 AC6027
 AC6027.The geoid height was determined by GEOID03.
 AC6027
 AC6027.The dynamic height is computed by dividing the NAVD 88
 AC6027.geopotential number by the normal gravity value computed on the
 AC6027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6027.degrees latitude (g = 980.6199 gals.).
 AC6027
 AC6027.The modeled gravity was interpolated from observed gravity values.
 AC6027
 AC6027;                    North         East    Units  Estimated Accuracy
 AC6027;SPC MI N     -   295,620.    7,913,100.      MT  (+/- 180 meters Scaled)
 AC6027
 AC6027                          SUPERSEDED SURVEY CONTROL
 AC6027
 AC6027.No superseded survey control is available for this station.
 AC6027
 AC6027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT131543(NAD 83)
 AC6027_MARKER: DV = VERTICAL CONTROL DISK
 AC6027_SETTING: 66 = SET IN ROCK OUTCROP
 AC6027_STAMPING: B 347 1996
 AC6027_MARK LOGO: NGS   
 AC6027_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6027+STABILITY: POSITION/ELEVATION WELL
 AC6027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6027+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6027
 AC6027  HISTORY     - Date     Condition        Report By
 AC6027  HISTORY     - 1996     MONUMENTED       NGS
 AC6027  HISTORY     - 20010913 GOOD             USPSQD
 AC6027  HISTORY     - 20031013 GOOD             GEOCAC
 AC6027
 AC6027                          STATION DESCRIPTION
 AC6027
 AC6027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6027'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6027'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 1.3 KM (0.80 MI)
 AC6027'SOUTHEASTERLY ALONG DELAWARE CUTOFF, IN A 3 BY 3-FOOT AREA OF
 AC6027'OUTCROPPING BEDROCK NEAR THE CREST OF A HILL, 6.0 M (19.7 FT) NORTH OF
 AC6027'THE ROAD CENTER, 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.5 M
 AC6027'(1.6 FT) WEST OF A WITNESS POST.
 AC6027
 AC6027                          STATION RECOVERY (2001)
 AC6027
 AC6027'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6027'RECOVERED IN GOOD CONDITION.
 AC6027
 AC6027                          STATION RECOVERY (2003)
 AC6027
 AC6027'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6027'NAD 83(1986)-  47 26 12.9 (N) -   088 09 07.5 (W) HANDHELD GPS
 AC6027' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0070 ***********************************************************************
 PK0070  DESIGNATION -  B 35
 PK0070  PID         -  PK0070
 PK0070  STATE/COUNTY-  MI/ARENAC
 PK0070  USGS QUAD   -  WHITTEMORE (1968)
 PK0070
 PK0070                         *CURRENT SURVEY CONTROL
 PK0070  ___________________________________________________________________
 PK0070* NAD 83(1986)-  44 08 31.     (N)    083 47 09.     (W)     SCALED    
 PK0070* NAVD 88     -       193.470  (meters)     634.74   (feet)  ADJUSTED  
 PK0070  ___________________________________________________________________
 PK0070  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0070  DYNAMIC HT  -         193.440 (meters)     634.64  (feet)  COMP
 PK0070  MODELED GRAV-     980,459.3   (mgal)                       NAVD 88
 PK0070
 PK0070  VERT ORDER  -  FIRST     CLASS II
 PK0070
 PK0070.The horizontal coordinates were scaled from a topographic map and have
 PK0070.an estimated accuracy of +/- 6 seconds.
 PK0070
 PK0070.The orthometric height was determined by differential leveling
 PK0070.and adjusted by the National Geodetic Survey in June 1991..
 PK0070
 PK0070.The geoid height was determined by GEOID03.
 PK0070
 PK0070.The dynamic height is computed by dividing the NAVD 88
 PK0070.geopotential number by the normal gravity value computed on the
 PK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0070.degrees latitude (g = 980.6199 gals.).
 PK0070
 PK0070.The modeled gravity was interpolated from observed gravity values.
 PK0070
 PK0070;                    North         East    Units  Estimated Accuracy
 PK0070;SPC MI C     -    91,870.    6,046,480.      MT  (+/- 180 meters Scaled)
 PK0070
 PK0070                          SUPERSEDED SURVEY CONTROL
 PK0070
 PK0070  NGVD 29 (??/??/92)  193.663  (m)          635.38   (f) ADJ UNCH    1 2
 PK0070
 PK0070.Superseded values are not recommended for survey control.
 PK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0070.See file dsdata.txt to determine how the superseded data were derived.
 PK0070
 PK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ771914(NAD 83)
 PK0070_MARKER: DB = BENCH MARK DISK
 PK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0070_STAMPING: B 35 1934
 PK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0070+STABILITY: SURFACE MOTION
 PK0070
 PK0070  HISTORY     - Date     Condition        Report By
 PK0070  HISTORY     - 1934     MONUMENTED       CGS
 PK0070  HISTORY     - 1953     MARK NOT FOUND   NGS
 PK0070  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0070  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PK0070  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 PK0070
 PK0070                          STATION DESCRIPTION
 PK0070
 PK0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PK0070'AT TURNER.
 PK0070'AT TURNER, ARENAC COUNTY, 25 YARDS NORTH OF THE NORTHEAST CORNER
 PK0070'OF THE DETROIT AND MACKINAC STATION, 7 RAILS SOUTH OF A ROAD
 PK0070'CROSSING, 7 YARDS EAST OF THE SIDEWALK LEADING TO THE STATION,
 PK0070'AND 10 YARDS WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD
 PK0070'DISK, STAMPED B 35 1934 AND SET IN THE TOP OF A CONCRETE POST
 PK0070'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PK0070
 PK0070                          STATION RECOVERY (1965)
 PK0070
 PK0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0070'MARK NOT FOUND.
 PK0070
 PK0070                          STATION RECOVERY (1989)
 PK0070
 PK0070'RECOVERY NOTE BY US POWER SQUADRON 1989 (ES)
 PK0070'MARK NOT FOUND.
 PK0070
 PK0070                          STATION RECOVERY (2001)
 PK0070
 PK0070'RECOVERY NOTE BY US POWER SQUADRON 2001 (LH)
 PK0070'DETROIT AND MACKINAC STATION HAS BEEN REMOVED AND AREA HAS BEEN
 PK0070'LANDSCAPED.  NO BENCH MARK WAS FOUND IS AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0032 ***********************************************************************
 PK0032  DESIGNATION -  B 36
 PK0032  PID         -  PK0032
 PK0032  STATE/COUNTY-  MI/ALPENA
 PK0032  USGS QUAD   -  SOUTH POINT (1971)
 PK0032
 PK0032                         *CURRENT SURVEY CONTROL
 PK0032  ___________________________________________________________________
 PK0032* NAD 83(1986)-  44 52 38.     (N)    083 22 09.     (W)     SCALED    
 PK0032* NAVD 88     -       185.332  (meters)     608.04   (feet)  ADJUSTED  
 PK0032  ___________________________________________________________________
 PK0032  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PK0032  DYNAMIC HT  -         185.317 (meters)     607.99  (feet)  COMP
 PK0032  MODELED GRAV-     980,532.5   (mgal)                       NAVD 88
 PK0032
 PK0032  VERT ORDER  -  FIRST     CLASS II
 PK0032
 PK0032.The horizontal coordinates were scaled from a topographic map and have
 PK0032.an estimated accuracy of +/- 6 seconds.
 PK0032
 PK0032.The orthometric height was determined by differential leveling
 PK0032.and adjusted by the National Geodetic Survey in June 1991..
 PK0032
 PK0032.The geoid height was determined by GEOID03.
 PK0032
 PK0032.The dynamic height is computed by dividing the NAVD 88
 PK0032.geopotential number by the normal gravity value computed on the
 PK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0032.degrees latitude (g = 980.6199 gals.).
 PK0032
 PK0032.The modeled gravity was interpolated from observed gravity values.
 PK0032
 PK0032;                    North         East    Units  Estimated Accuracy
 PK0032;SPC MI C     -   173,890.    6,078,810.      MT  (+/- 180 meters Scaled)
 PK0032
 PK0032                          SUPERSEDED SURVEY CONTROL
 PK0032
 PK0032  NGVD 29 (??/??/92)  185.513  (m)          608.64   (f) ADJ UNCH    1 2
 PK0032
 PK0032.Superseded values are not recommended for survey control.
 PK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0032.See file dsdata.txt to determine how the superseded data were derived.
 PK0032
 PK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK128720(NAD 83)
 PK0032_MARKER: DB = BENCH MARK DISK
 PK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0032_STAMPING: B 36 1934
 PK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0032+STABILITY: SURFACE MOTION
 PK0032
 PK0032  HISTORY     - Date     Condition        Report By
 PK0032  HISTORY     - 1934     MONUMENTED       CGS
 PK0032  HISTORY     - 1971     GOOD             MIDNR
 PK0032  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0032  HISTORY     - 19990804 MARK NOT FOUND   USPSQD
 PK0032
 PK0032                          STATION DESCRIPTION
 PK0032
 PK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0032'4.4 MI S FROM OSSINEKE.
 PK0032'4.4 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0032'THE STATION AT OSSINEKE, ALPENA COUNTY, 77 RAILS SOUTH OF
 PK0032'MILEPOST 107, 9 FEET SOUTH OF POLE 4423, 46 FEET WEST OF THE
 PK0032'WEST RAIL, 2 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE
 PK0032'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 36 1934 AND SET
 PK0032'IN THE TOP OF A CONCRETE POST.
 PK0032
 PK0032                          STATION RECOVERY (1971)
 PK0032
 PK0032'RECOVERY NOTE BY MI DEPT OF NAT RES 1971
 PK0032'RECOVERED IN GOOD CONDITION.
 PK0032
 PK0032                          STATION RECOVERY (1983)
 PK0032
 PK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0032'NOT RECOVERED, LOCKED GATES, LEVEL LINE REROUTED ALONG HIGHWAY 23.
 PK0032
 PK0032                          STATION RECOVERY (1999)
 PK0032
 PK0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0025 ***********************************************************************
 QJ0025  DESIGNATION -  B 37
 QJ0025  PID         -  QJ0025
 QJ0025  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0025  USGS QUAD   -  HAWKS (1971)
 QJ0025
 QJ0025                         *CURRENT SURVEY CONTROL
 QJ0025  ___________________________________________________________________
 QJ0025* NAD 83(1986)-  45 18 37.     (N)    083 56 54.     (W)     SCALED    
 QJ0025* NAVD 88     -       255.833  (meters)     839.35   (feet)  POSTED    
 QJ0025  ___________________________________________________________________
 QJ0025  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 QJ0025  DYNAMIC HT  -         255.820 (meters)     839.30  (feet)  COMP
 QJ0025  MODELED GRAV-     980,542.5   (mgal)                       NAVD 88
 QJ0025
 QJ0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QJ0025
 QJ0025.The horizontal coordinates were scaled from a topographic map and have
 QJ0025.an estimated accuracy of +/- 6 seconds.
 QJ0025
 QJ0025.The orthometric height was determined by differential leveling
 QJ0025.and adjusted by the National Geodetic Survey in 1992..
 QJ0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QJ0025.rate of 0.0 thru 1.0 mm/km.
 QJ0025
 QJ0025.The geoid height was determined by GEOID03.
 QJ0025
 QJ0025.The dynamic height is computed by dividing the NAVD 88
 QJ0025.geopotential number by the normal gravity value computed on the
 QJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0025.degrees latitude (g = 980.6199 gals.).
 QJ0025
 QJ0025.The modeled gravity was interpolated from observed gravity values.
 QJ0025
 QJ0025;                    North         East    Units  Estimated Accuracy
 QJ0025;SPC MI C     -   221,620.    6,032,800.      MT  (+/- 180 meters Scaled)
 QJ0025
 QJ0025                          SUPERSEDED SURVEY CONTROL
 QJ0025
 QJ0025  NGVD 29 (??/??/92)  255.887  (m)          839.52   (f) ADJ UNCH    1 2
 QJ0025
 QJ0025.Superseded values are not recommended for survey control.
 QJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0025.See file dsdata.txt to determine how the superseded data were derived.
 QJ0025
 QJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL688216(NAD 83)
 QJ0025_MARKER: DB = BENCH MARK DISK
 QJ0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0025_STAMPING: B 37 1934
 QJ0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0025+STABILITY: SURFACE MOTION
 QJ0025
 QJ0025  HISTORY     - Date     Condition        Report By
 QJ0025  HISTORY     - 1934     MONUMENTED       CGS
 QJ0025  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0025  HISTORY     - 20010331 POOR             NGS
 QJ0025  HISTORY     - 20010331 POOR             NGS
 QJ0025
 QJ0025                          STATION DESCRIPTION
 QJ0025
 QJ0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QJ0025'AT BUNTON.
 QJ0025'AT BUNTON, PRESQUE ISLE COUNTY, 20 YARDS WEST OF THE DETROIT
 QJ0025'AND MACKINAC RAILWAY STATION, 0.3 MILE WEST OF MILEPOST 154,
 QJ0025'4 RAILS WEST OF A ROAD CROSSING, 10 YARDS NORTH OF POLE 1355,
 QJ0025'AND 11 YARDS SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 QJ0025'B 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 QJ0025'INCHES ABOVE GROUND.
 QJ0025
 QJ0025                          STATION RECOVERY (1983)
 QJ0025
 QJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0025'NOT RECOVERED THIS DATE, OLD RAILROAD STATION AND AREA HAS BEEN
 QJ0025'CLEARED, MARK LOST.
 QJ0025
 QJ0025                          STATION RECOVERY (2001)
 QJ0025
 QJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0025'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0025
 QJ0025                          STATION RECOVERY (2001)
 QJ0025
 QJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0025'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0163 ***********************************************************************
 OJ0163  DESIGNATION -  B 38
 OJ0163  PID         -  OJ0163
 OJ0163  STATE/COUNTY-  MI/HURON
 OJ0163  USGS QUAD   -  KINDE EAST (1970)
 OJ0163
 OJ0163                         *CURRENT SURVEY CONTROL
 OJ0163  ___________________________________________________________________
 OJ0163* NAD 83(1986)-  43 55 28.     (N)    082 59 42.     (W)     SCALED    
 OJ0163* NAVD 88     -       216.716  (meters)     711.01   (feet)  ADJUSTED  
 OJ0163  ___________________________________________________________________
 OJ0163  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 OJ0163  DYNAMIC HT  -         216.682 (meters)     710.90  (feet)  COMP
 OJ0163  MODELED GRAV-     980,458.4   (mgal)                       NAVD 88
 OJ0163
 OJ0163  VERT ORDER  -  SECOND    CLASS 0
 OJ0163
 OJ0163.The horizontal coordinates were scaled from a topographic map and have
 OJ0163.an estimated accuracy of +/- 6 seconds.
 OJ0163
 OJ0163.The orthometric height was determined by differential leveling
 OJ0163.and adjusted by the National Geodetic Survey in June 1991..
 OJ0163
 OJ0163.The geoid height was determined by GEOID03.
 OJ0163
 OJ0163.The dynamic height is computed by dividing the NAVD 88
 OJ0163.geopotential number by the normal gravity value computed on the
 OJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0163.degrees latitude (g = 980.6199 gals.).
 OJ0163
 OJ0163.The modeled gravity was interpolated from observed gravity values.
 OJ0163
 OJ0163;                    North         East    Units  Estimated Accuracy
 OJ0163;SPC MI S     -   270,220.    4,110,160.      MT  (+/- 180 meters Scaled)
 OJ0163
 OJ0163                          SUPERSEDED SURVEY CONTROL
 OJ0163
 OJ0163  NGVD 29 (??/??/92)  216.849  (m)          711.45   (f) ADJ UNCH    2 0
 OJ0163
 OJ0163.Superseded values are not recommended for survey control.
 OJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0163.See file dsdata.txt to determine how the superseded data were derived.
 OJ0163
 OJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398654(NAD 83)
 OJ0163_MARKER: DB = BENCH MARK DISK
 OJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0163_STAMPING: P 38 1934
 OJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0163+STABILITY: SURFACE MOTION
 OJ0163
 OJ0163  HISTORY     - Date     Condition        Report By
 OJ0163  HISTORY     - 1934     MONUMENTED       CGS
 OJ0163  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0163
 OJ0163                          STATION DESCRIPTION
 OJ0163
 OJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0163'1 MI S FROM KINDE.
 OJ0163'1.0 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0163'STATION AT KINDE, HURON COUNTY, AT THE FIRST ROAD CROSSING
 OJ0163'SOUTH OF THE STATION, AT A GRAVEL-ROAD CROSSING, 28 FEET SOUTH
 OJ0163'OF THE CENTERLINE OF THE ROAD, 27.9 FEET WEST OF THE WEST RAIL,
 OJ0163'2.9 FEET NORTH OF A WIRE FENCE CORNER, AND 1/2 FOOT HIGHER THAN
 OJ0163'THE RAIL.  A STANDARD DISK, STAMPED B 38 1934 AND SET IN THE TOP
 OJ0163'OF A CONCRETE POST.
 OJ0163
 OJ0163                          STATION RECOVERY (1999)
 OJ0163
 OJ0163'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0180 ***********************************************************************
 OJ0180  DESIGNATION -  B 39
 OJ0180  PID         -  OJ0180
 OJ0180  STATE/COUNTY-  MI/HURON
 OJ0180  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0180
 OJ0180                         *CURRENT SURVEY CONTROL
 OJ0180  ___________________________________________________________________
 OJ0180* NAD 83(1986)-  43 46 58.     (N)    082 40 56.     (W)     SCALED    
 OJ0180* NAVD 88     -       213.087  (meters)     699.10   (feet)  ADJUSTED  
 OJ0180  ___________________________________________________________________
 OJ0180  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OJ0180  DYNAMIC HT  -         213.050 (meters)     698.98  (feet)  COMP
 OJ0180  MODELED GRAV-     980,437.1   (mgal)                       NAVD 88
 OJ0180
 OJ0180  VERT ORDER  -  SECOND    CLASS 0
 OJ0180
 OJ0180.The horizontal coordinates were scaled from a topographic map and have
 OJ0180.an estimated accuracy of +/- 6 seconds.
 OJ0180
 OJ0180.The orthometric height was determined by differential leveling
 OJ0180.and adjusted by the National Geodetic Survey in June 1991..
 OJ0180
 OJ0180.The geoid height was determined by GEOID03.
 OJ0180
 OJ0180.The dynamic height is computed by dividing the NAVD 88
 OJ0180.geopotential number by the normal gravity value computed on the
 OJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0180.degrees latitude (g = 980.6199 gals.).
 OJ0180
 OJ0180.The modeled gravity was interpolated from observed gravity values.
 OJ0180
 OJ0180;                    North         East    Units  Estimated Accuracy
 OJ0180;SPC MI S     -   254,940.    4,135,590.      MT  (+/- 180 meters Scaled)
 OJ0180
 OJ0180                          SUPERSEDED SURVEY CONTROL
 OJ0180
 OJ0180  NGVD 29 (??/??/92)  213.229  (m)          699.57   (f) ADJ UNCH    2 0
 OJ0180
 OJ0180.Superseded values are not recommended for survey control.
 OJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0180.See file dsdata.txt to determine how the superseded data were derived.
 OJ0180
 OJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ646491(NAD 83)
 OJ0180_MARKER: DB = BENCH MARK DISK
 OJ0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0180_STAMPING: B 39 1934
 OJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0180+STABILITY: SURFACE MOTION
 OJ0180
 OJ0180  HISTORY     - Date     Condition        Report By
 OJ0180  HISTORY     - 1934     MONUMENTED       CGS
 OJ0180  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0180
 OJ0180                          STATION DESCRIPTION
 OJ0180
 OJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0180'4.7 MI S FROM HARBOR BEACH.
 OJ0180'4.7 MILES SOUTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0180'OF THE PERE MARQUETTE RAILROAD, 87.1 FEET SOUTH OF THE
 OJ0180'INTERSECTION OF THE CENTER LINE OF A DIRT ROAD AND THE SOUTHEAST
 OJ0180'RAIL, 35.1 FEET WEST OF THE CENTER LINE OF DIRT ROAD, 25.1 FEET
 OJ0180'SOUTHEAST OF THE SOUTHEAST RAIL, 5.0 FEET NORTHWEST OF THE
 OJ0180'CORNER POST OF A WIRE FENCE, 1.0 FOOT BELOW TOP OF RAIL, ON
 OJ0180'TOP OF A CONCRETE POST.
 OJ0180
 OJ0180                          STATION RECOVERY (1999)
 OJ0180
 OJ0180'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0301 ***********************************************************************
 OK0301  DESIGNATION -  B 4
 OK0301  PID         -  OK0301
 OK0301  STATE/COUNTY-  MI/KENT
 OK0301  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0301
 OK0301                         *CURRENT SURVEY CONTROL
 OK0301  ___________________________________________________________________
 OK0301* NAD 83(1986)-  43 11 54.     (N)    085 21 04.     (W)     SCALED    
 OK0301* NAVD 88     -       261.594  (meters)     858.25   (feet)  ADJUSTED  
 OK0301  ___________________________________________________________________
 OK0301  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 OK0301  DYNAMIC HT  -         261.536 (meters)     858.06  (feet)  COMP
 OK0301  MODELED GRAV-     980,394.0   (mgal)                       NAVD 88
 OK0301
 OK0301  VERT ORDER  -  SECOND    CLASS 0
 OK0301
 OK0301.The horizontal coordinates were scaled from a topographic map and have
 OK0301.an estimated accuracy of +/- 6 seconds.
 OK0301
 OK0301.The orthometric height was determined by differential leveling
 OK0301.and adjusted by the National Geodetic Survey in June 1991..
 OK0301
 OK0301.The geoid height was determined by GEOID03.
 OK0301
 OK0301.The dynamic height is computed by dividing the NAVD 88
 OK0301.geopotential number by the normal gravity value computed on the
 OK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0301.degrees latitude (g = 980.6199 gals.).
 OK0301
 OK0301.The modeled gravity was interpolated from observed gravity values.
 OK0301
 OK0301;                    North         East    Units  Estimated Accuracy
 OK0301;SPC MI S     -   189,120.    3,919,990.      MT  (+/- 180 meters Scaled)
 OK0301
 OK0301                          SUPERSEDED SURVEY CONTROL
 OK0301
 OK0301  NGVD 29 (??/??/92)  261.724  (m)          858.67   (f) ADJ UNCH    2 0
 OK0301
 OK0301.Superseded values are not recommended for survey control.
 OK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0301.See file dsdata.txt to determine how the superseded data were derived.
 OK0301
 OK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN339841(NAD 83)
 OK0301_MARKER: DD = SURVEY DISK
 OK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0301_STAMPING: B 4 1928
 OK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0301+STABILITY: SURFACE MOTION
 OK0301
 OK0301  HISTORY     - Date     Condition        Report By
 OK0301  HISTORY     - 1928     MONUMENTED       USGS
 OK0301  HISTORY     - 1934     GOOD             NGS
 OK0301
 OK0301                          STATION DESCRIPTION
 OK0301
 OK0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0301'0.3 MI E FROM LINCOLN LAKE.
 OK0301'0.3 MILE EAST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0301'AT LINCOLN LAKE, ABOUT 25 YARDS SOUTHEAST OF THE SOUTHEAST
 OK0301'CORNER OF A WOODEN SCHOOLHOUSE, 200 FEET EAST OF THE CENTER
 OK0301'OF A GRAVEL-ROAD CROSSING, 24 FEET NORTH OF THE NORTH RAIL, 16
 OK0301'FEET SOUTH OF A FENCE AND ABOUT 4 FEET HIGHER THAN THE TOP OF
 OK0301'RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 4 1928
 OK0301'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0301'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0313 ***********************************************************************
 NE0313  DESIGNATION -  B 41
 NE0313  PID         -  NE0313
 NE0313  STATE/COUNTY-  MI/ST CLAIR
 NE0313  USGS QUAD   -  MEMPHIS (1991)
 NE0313
 NE0313                         *CURRENT SURVEY CONTROL
 NE0313  ___________________________________________________________________
 NE0313* NAD 83(1986)-  42 59 25.     (N)    082 45 47.     (W)     SCALED    
 NE0313* NAVD 88     -       236.132  (meters)     774.71   (feet)  ADJUSTED  
 NE0313  ___________________________________________________________________
 NE0313  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE0313  DYNAMIC HT  -         236.071 (meters)     774.51  (feet)  COMP
 NE0313  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 NE0313
 NE0313  VERT ORDER  -  SECOND    CLASS 0
 NE0313
 NE0313.The horizontal coordinates were scaled from a topographic map and have
 NE0313.an estimated accuracy of +/- 6 seconds.
 NE0313
 NE0313.The orthometric height was determined by differential leveling
 NE0313.and adjusted by the National Geodetic Survey in June 1991..
 NE0313
 NE0313.The geoid height was determined by GEOID03.
 NE0313
 NE0313.The dynamic height is computed by dividing the NAVD 88
 NE0313.geopotential number by the normal gravity value computed on the
 NE0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0313.degrees latitude (g = 980.6199 gals.).
 NE0313
 NE0313.The modeled gravity was interpolated from observed gravity values.
 NE0313
 NE0313;                    North         East    Units  Estimated Accuracy
 NE0313;SPC MI S     -   166,780.    4,130,760.      MT  (+/- 180 meters Scaled)
 NE0313
 NE0313                          SUPERSEDED SURVEY CONTROL
 NE0313
 NE0313.No superseded survey control is available for this station.
 NE0313
 NE0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH562612(NAD 83)
 NE0313_MARKER: DB = BENCH MARK DISK
 NE0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0313_STAMPING: B 41 1934
 NE0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0313+STABILITY: SURFACE MOTION
 NE0313
 NE0313  HISTORY     - Date     Condition        Report By
 NE0313  HISTORY     - 1934     MONUMENTED       CGS
 NE0313  HISTORY     - 1977     GOOD             MIDH
 NE0313  HISTORY     - 1977     GOOD             NGS
 NE0313  HISTORY     - 20030930 MARK NOT FOUND   ROWEIN
 NE0313
 NE0313                          STATION DESCRIPTION
 NE0313
 NE0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0313'AT EMMETT.
 NE0313'AT EMMETT, ST. CLAIR COUNTY, 46 YARDS EAST OF THE SOUTHEAST
 NE0313'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 26.4 FEET
 NE0313'SOUTH OF THE CENTERLINE OF A CINDER ROAD, 27.5 FEET NORTH OF
 NE0313'THE NORTH RAIL, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A
 NE0313'STANDARD DISK, STAMPED B 41 1934 AND SET IN THE TOP OF A CONCRETE
 NE0313'POST.
 NE0313
 NE0313                          STATION RECOVERY (1977)
 NE0313
 NE0313'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0313'ST.CLAIR COUNTY T7N R14E, EMMETT TOWNSHIP SECTION 36. FROM THE POST
 NE0313'OFFICE IN EMMETT GO NORTH 0.1 MILE ALONG STATE HIGHWAY 19 TO MARY
 NE0313'STREET, GO EAST 0.1 MILE TO MARK ON RIGHT. IT IS 32 FEET NORTHWEST OF
 NE0313'SWITCH ARM, 30 FEET SOUTH OF CENTERLINE OF MARY STREET, 28 FEET NORTH
 NE0313'OF NORTH RAIL, 14 FEET WESTSOUTHWEST OF A TELEPHONE POLE. STANDARD
 NE0313'DISK STAMPED B41 1934 SET IN TOP OF CONCRETE POST.
 NE0313
 NE0313                          STATION RECOVERY (1977)
 NE0313
 NE0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0313'0.1 MILE EAST ALONG GRAND TRUNK RAILROAD FROM ITS JUNCTION WITH MAIN
 NE0313'STREET IN EMMETT, 30 FEET SOUTH OF THE CENTER OF MARY STREET, 28 FEET
 NE0313'NORTH OF THE NORTH RAIL, 32 FEET NORTH WEST OF A SWITCHING ARM. THE
 NE0313'DEPOT HAS BEEN REMOVED.
 NE0313
 NE0313                          STATION RECOVERY (2003)
 NE0313
 NE0313'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0782 ***********************************************************************
 NE0782  DESIGNATION -  B 42
 NE0782  PID         -  NE0782
 NE0782  STATE/COUNTY-  MI/GENESEE
 NE0782  USGS QUAD   -  DURAND (1975)
 NE0782
 NE0782                         *CURRENT SURVEY CONTROL
 NE0782  ___________________________________________________________________
 NE0782* NAD 83(1986)-  42 56 03.     (N)    083 53 27.     (W)     SCALED    
 NE0782* NAVD 88     -       236.872  (meters)     777.14   (feet)  ADJUSTED  
 NE0782  ___________________________________________________________________
 NE0782  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NE0782  DYNAMIC HT  -         236.812 (meters)     776.94  (feet)  COMP
 NE0782  MODELED GRAV-     980,361.8   (mgal)                       NAVD 88
 NE0782
 NE0782  VERT ORDER  -  SECOND    CLASS 0
 NE0782
 NE0782.The horizontal coordinates were scaled from a topographic map and have
 NE0782.an estimated accuracy of +/- 6 seconds.
 NE0782
 NE0782.The orthometric height was determined by differential leveling
 NE0782.and adjusted by the National Geodetic Survey in June 1991..
 NE0782
 NE0782.The geoid height was determined by GEOID03.
 NE0782
 NE0782.The dynamic height is computed by dividing the NAVD 88
 NE0782.geopotential number by the normal gravity value computed on the
 NE0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0782.degrees latitude (g = 980.6199 gals.).
 NE0782
 NE0782.The modeled gravity was interpolated from observed gravity values.
 NE0782
 NE0782;                    North         East    Units  Estimated Accuracy
 NE0782;SPC MI S     -   159,410.    4,038,840.      MT  (+/- 180 meters Scaled)
 NE0782
 NE0782                          SUPERSEDED SURVEY CONTROL
 NE0782
 NE0782  NGVD 29 (??/??/92)  237.010  (m)          777.59   (f) ADJ UNCH    2 0
 NE0782
 NE0782.Superseded values are not recommended for survey control.
 NE0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0782.See file dsdata.txt to determine how the superseded data were derived.
 NE0782
 NE0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH641575(NAD 83)
 NE0782_MARKER: DB = BENCH MARK DISK
 NE0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0782_STAMPING: B 42 1934
 NE0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0782+STABILITY: SURFACE MOTION
 NE0782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0782+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 NE0782
 NE0782  HISTORY     - Date     Condition        Report By
 NE0782  HISTORY     - 1934     MONUMENTED       CGS
 NE0782  HISTORY     - 19961025 GOOD             USPSQD
 NE0782  HISTORY     - 20030211 GOOD             ADVGEO
 NE0782  HISTORY     - 20030612 GOOD             ROWEIN
 NE0782
 NE0782                          STATION DESCRIPTION
 NE0782
 NE0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0782'0.9 MI E FROM DUFFIELD.
 NE0782'0.9 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0782'STATION AT DUFFIELD, GENESEE COUNTY, 0.4 MILE EAST OF MILEPOST
 NE0782'C 258, 55 YARDS EAST OF A BATTERY CHAMBER, IN THE SOUTHWEST
 NE0782'QUADRANT OF A ROAD CROSSING, 40.2 FEET SOUTHWEST OF THE
 NE0782'INTERSECTION OF THE CENTERLINE OF THE ROAD WITH THE SOUTH RAIL
 NE0782'OF THE SOUTH TRACK, AND 20.5 FEET SOUTH OF THE SOUTH RAIL.  A
 NE0782'STANDARD DISK, STAMPED B 42 1934 AND SET IN THE TOP OF A CONCRETE
 NE0782'POST.
 NE0782
 NE0782                          STATION RECOVERY (1996)
 NE0782
 NE0782'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0782'RECOVERED IN GOOD CONDITION.
 NE0782
 NE0782                          STATION RECOVERY (2003)
 NE0782
 NE0782'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (WFS)
 NE0782'RECOVERED AS DESCRIBED
 NE0782
 NE0782                          STATION RECOVERY (2003)
 NE0782
 NE0782'RECOVERY NOTE BY ROWE INCORPORATED 2003 (MWR)
 NE0782'FOUND IN GOOD CONDITION WITH THE FOLLOWING UPDATED DESCRIPTION.
 NE0782'TO REACH FROM THE INTERSECTION OF DUFFIELD AND REID ROADS AT DUFFIELD,
 NE0782'GO EAST ON REID ROAD ONE MILE TO NICHOLS ROAD, TURN LEFT AND GO NORTH
 NE0782'ON NICHOLS ROAD 0.25 MILE TO END OF ROAD, CONTINUE NORTH ON TWO TRACK
 NE0782'0.25 MILE TO RAILROAD TRACKS AND THE STATION ON THE LEFT.
 NE0782'THE STATION IS 35 FEET SOUTH OF THE SOUTH RAIL, 8.7 FEET SOUTH OF A
 NE0782'FIBER OPTIC MARKER POST, 28 FEET WEST OF THE CENTER OF A TWO TRACK,
 NE0782'AND 28.5 FEET NORTHEAST OF A 10 INCH HICKORY.
 NE0782' 
 NE0782' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0763 ***********************************************************************
 NE0763  DESIGNATION -  B 43
 NE0763  PID         -  NE0763
 NE0763  STATE/COUNTY-  MI/OAKLAND
 NE0763  USGS QUAD   -  DAVISBURG (1983)
 NE0763
 NE0763                         *CURRENT SURVEY CONTROL
 NE0763  ___________________________________________________________________
 NE0763* NAD 83(1986)-  42 47 16.     (N)    083 37 14.     (W)     SCALED    
 NE0763* NAVD 88     -       286.882  (meters)     941.21   (feet)  ADJUSTED  
 NE0763  ___________________________________________________________________
 NE0763  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NE0763  DYNAMIC HT  -         286.799 (meters)     940.94  (feet)  COMP
 NE0763  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 NE0763
 NE0763  VERT ORDER  -  SECOND    CLASS 0
 NE0763
 NE0763.The horizontal coordinates were scaled from a topographic map and have
 NE0763.an estimated accuracy of +/- 6 seconds.
 NE0763
 NE0763.The orthometric height was determined by differential leveling
 NE0763.and adjusted by the National Geodetic Survey in June 1991..
 NE0763
 NE0763.The geoid height was determined by GEOID03.
 NE0763
 NE0763.The dynamic height is computed by dividing the NAVD 88
 NE0763.geopotential number by the normal gravity value computed on the
 NE0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0763.degrees latitude (g = 980.6199 gals.).
 NE0763
 NE0763.The modeled gravity was interpolated from observed gravity values.
 NE0763
 NE0763;                    North         East    Units  Estimated Accuracy
 NE0763;SPC MI S     -   143,310.    4,061,040.      MT  (+/- 180 meters Scaled)
 NE0763
 NE0763                          SUPERSEDED SURVEY CONTROL
 NE0763
 NE0763  NGVD 29 (??/??/92)  286.987  (m)          941.56   (f) ADJ UNCH    2 0
 NE0763
 NE0763.Superseded values are not recommended for survey control.
 NE0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0763.See file dsdata.txt to determine how the superseded data were derived.
 NE0763
 NE0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH856405(NAD 83)
 NE0763_MARKER: DB = BENCH MARK DISK
 NE0763_SETTING: 0 = UNSPECIFIED SETTING
 NE0763_STAMPING: B 43 1934
 NE0763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0763
 NE0763  HISTORY     - Date     Condition        Report By
 NE0763  HISTORY     - 1934     MONUMENTED       CGS
 NE0763  HISTORY     - 1947     GOOD             NGS
 NE0763
 NE0763                          STATION DESCRIPTION
 NE0763
 NE0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 NE0763'AT HOLLY.
 NE0763'AT HOLLY, OAKLAND COUNTY, 500 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0763'SIDE OF THE GRAND TRUNK WESTERN RAILWAY STATION, AT THE EAST
 NE0763'ANGLE OF THE JUNCTION WITH THE PERE MARQUETTE RAILWAY (NOW
 NE0763'KNOWN AS THE CHESAPEAKE AND OHIO RAILWAY), 12 YARDS EAST OF THE
 NE0763'CROSSING IN THE SOUTHWEST FACE OF THE ABANDONED SWITCH HOUSE,
 NE0763'1.1 FEET SOUTHEAST OF THE WEST CORNER OF THE BUILDING, AND 1.9
 NE0763'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED B 43 1934 AND
 NE0763'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0135 ***********************************************************************
 RJ0135  DESIGNATION -  B 44
 RJ0135  PID         -  RJ0135
 RJ0135  STATE/COUNTY-  MI/CHIPPEWA
 RJ0135  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0135
 RJ0135                         *CURRENT SURVEY CONTROL
 RJ0135  ___________________________________________________________________
 RJ0135* NAD 83(1986)-  46 29 49.     (N)    084 20 43.     (W)     SCALED    
 RJ0135* NAVD 88     -       186.948  (meters)     613.35   (feet)  ADJUSTED  
 RJ0135  ___________________________________________________________________
 RJ0135  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0135  DYNAMIC HT  -         186.959 (meters)     613.38  (feet)  COMP
 RJ0135  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 RJ0135
 RJ0135  VERT ORDER  -  FIRST     CLASS II
 RJ0135
 RJ0135.The horizontal coordinates were scaled from a topographic map and have
 RJ0135.an estimated accuracy of +/- 6 seconds.
 RJ0135
 RJ0135.The orthometric height was determined by differential leveling
 RJ0135.and adjusted by the National Geodetic Survey in June 1991..
 RJ0135
 RJ0135.The geoid height was determined by GEOID03.
 RJ0135
 RJ0135.The dynamic height is computed by dividing the NAVD 88
 RJ0135.geopotential number by the normal gravity value computed on the
 RJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0135.degrees latitude (g = 980.6199 gals.).
 RJ0135
 RJ0135.The modeled gravity was interpolated from observed gravity values.
 RJ0135
 RJ0135;                    North         East    Units  Estimated Accuracy
 RJ0135;SPC MI N     -   193,870.    8,203,740.      MT  (+/- 180 meters Scaled)
 RJ0135
 RJ0135                          SUPERSEDED SURVEY CONTROL
 RJ0135
 RJ0135  NGVD 29 (??/??/92)  186.907  (m)          613.21   (f) ADJ UNCH    1 2
 RJ0135
 RJ0135.Superseded values are not recommended for survey control.
 RJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0135.See file dsdata.txt to determine how the superseded data were derived.
 RJ0135
 RJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS037526(NAD 83)
 RJ0135_MARKER: DB = BENCH MARK DISK
 RJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0135_STAMPING: 613.250 B 44 1934
 RJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0135+STABILITY: SURFACE MOTION
 RJ0135
 RJ0135  HISTORY     - Date     Condition        Report By
 RJ0135  HISTORY     - 1934     MONUMENTED       CGS
 RJ0135  HISTORY     - 1944     GOOD             NGS
 RJ0135  HISTORY     - 1966     MARK NOT FOUND   NGS
 RJ0135
 RJ0135                          STATION DESCRIPTION
 RJ0135
 RJ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RJ0135'AT SAULT STE MARIE.
 RJ0135'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE INTERSECTION OF
 RJ0135'SPRUCE AND BINGHAM STREETS, AT THE COUNTY COURTHOUSE, IN THE
 RJ0135'SOUTHEAST CORNER OF THE GROUNDS, AND 3 FEET INSIDE THE
 RJ0135'RIGHT-ANGLE FORMED BY THE SIDEWALKS.  A STANDARD DISK, STAMPED
 RJ0135'613.250 B 44 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0135'PROJECTING 6 INCHES ABOVE GROUND.
 RJ0135
 RJ0135                          STATION RECOVERY (1966)
 RJ0135
 RJ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RJ0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0330 ***********************************************************************
 RJ0330  DESIGNATION -  B 45
 RJ0330  PID         -  RJ0330
 RJ0330  STATE/COUNTY-  MI/CHIPPEWA
 RJ0330  USGS QUAD   -  HULBERT (1975)
 RJ0330
 RJ0330                         *CURRENT SURVEY CONTROL
 RJ0330  ___________________________________________________________________
 RJ0330* NAD 83(1986)-  46 21 22.     (N)    085 09 04.     (W)     SCALED    
 RJ0330* NAVD 88     -       221.440  (meters)     726.51   (feet)  ADJUSTED  
 RJ0330  ___________________________________________________________________
 RJ0330  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 RJ0330  DYNAMIC HT  -         221.457 (meters)     726.56  (feet)  COMP
 RJ0330  MODELED GRAV-     980,686.0   (mgal)                       NAVD 88
 RJ0330
 RJ0330  VERT ORDER  -  FIRST     CLASS II
 RJ0330
 RJ0330.The horizontal coordinates were scaled from a topographic map and have
 RJ0330.an estimated accuracy of +/- 6 seconds.
 RJ0330
 RJ0330.The orthometric height was determined by differential leveling
 RJ0330.and adjusted by the National Geodetic Survey in June 1991..
 RJ0330
 RJ0330.The geoid height was determined by GEOID03.
 RJ0330
 RJ0330.The dynamic height is computed by dividing the NAVD 88
 RJ0330.geopotential number by the normal gravity value computed on the
 RJ0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0330.degrees latitude (g = 980.6199 gals.).
 RJ0330
 RJ0330.The modeled gravity was interpolated from observed gravity values.
 RJ0330
 RJ0330;                    North         East    Units  Estimated Accuracy
 RJ0330;SPC MI N     -   176,460.    8,142,270.      MT  (+/- 180 meters Scaled)
 RJ0330
 RJ0330                          SUPERSEDED SURVEY CONTROL
 RJ0330
 RJ0330  NGVD 29 (??/??/92)  221.428  (m)          726.47   (f) ADJ UNCH    1 2
 RJ0330
 RJ0330.Superseded values are not recommended for survey control.
 RJ0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0330.See file dsdata.txt to determine how the superseded data were derived.
 RJ0330
 RJ0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS422352(NAD 83)
 RJ0330_MARKER: DB = BENCH MARK DISK
 RJ0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0330_STAMPING: B 45 1934
 RJ0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0330+STABILITY: SURFACE MOTION
 RJ0330
 RJ0330  HISTORY     - Date     Condition        Report By
 RJ0330  HISTORY     - 1934     MONUMENTED       CGS
 RJ0330  HISTORY     - 1935     GOOD             NGS
 RJ0330  HISTORY     - 1965     POOR             USGS
 RJ0330
 RJ0330                          STATION DESCRIPTION
 RJ0330
 RJ0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0330'AT HULBERT.
 RJ0330'AT HULBERT, CHIPPEWA COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RJ0330'ATLANTIC RAILWAY, NEAR MILEPOST 41, 5 RAILS WEST OF THE
 RJ0330'FREIGHT SHED, 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 RJ0330'AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED B 45 1934
 RJ0330'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- POST LEANS
 RJ0330'10 DEG E.
 RJ0330
 RJ0330                          STATION RECOVERY (1965)
 RJ0330
 RJ0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RJ0330'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0447 ***********************************************************************
 RJ0447  DESIGNATION -  B 46
 RJ0447  PID         -  RJ0447
 RJ0447  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0447  USGS QUAD   -  SENEY (1972)
 RJ0447
 RJ0447                         *CURRENT SURVEY CONTROL
 RJ0447  ___________________________________________________________________
 RJ0447* NAD 83(1986)-  46 20 40.     (N)    085 56 49.     (W)     SCALED    
 RJ0447* NAVD 88     -       224.142  (meters)     735.37   (feet)  ADJUSTED  
 RJ0447  ___________________________________________________________________
 RJ0447  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 RJ0447  DYNAMIC HT  -         224.157 (meters)     735.42  (feet)  COMP
 RJ0447  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 RJ0447
 RJ0447  VERT ORDER  -  FIRST     CLASS II
 RJ0447
 RJ0447.The horizontal coordinates were scaled from a topographic map and have
 RJ0447.an estimated accuracy of +/- 6 seconds.
 RJ0447
 RJ0447.The orthometric height was determined by differential leveling
 RJ0447.and adjusted by the National Geodetic Survey in June 1991..
 RJ0447
 RJ0447.The geoid height was determined by GEOID03.
 RJ0447
 RJ0447.The dynamic height is computed by dividing the NAVD 88
 RJ0447.geopotential number by the normal gravity value computed on the
 RJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0447.degrees latitude (g = 980.6199 gals.).
 RJ0447
 RJ0447.The modeled gravity was interpolated from observed gravity values.
 RJ0447
 RJ0447;                    North         East    Units  Estimated Accuracy
 RJ0447;SPC MI N     -   174,050.    8,081,060.      MT  (+/- 180 meters Scaled)
 RJ0447
 RJ0447                          SUPERSEDED SURVEY CONTROL
 RJ0447
 RJ0447  NGVD 29 (??/??/92)  224.109  (m)          735.26   (f) ADJ UNCH    1 2
 RJ0447
 RJ0447.Superseded values are not recommended for survey control.
 RJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0447.See file dsdata.txt to determine how the superseded data were derived.
 RJ0447
 RJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES810328(NAD 83)
 RJ0447_MARKER: DB = BENCH MARK DISK
 RJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0447_STAMPING: B 46 1934
 RJ0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0447+STABILITY: SURFACE MOTION
 RJ0447
 RJ0447  HISTORY     - Date     Condition        Report By
 RJ0447  HISTORY     - 1934     MONUMENTED       CGS
 RJ0447  HISTORY     - 1964     MARK NOT FOUND   NGS
 RJ0447
 RJ0447                          STATION DESCRIPTION
 RJ0447
 RJ0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0447'AT SENEY.
 RJ0447'AT SENEY, SCHOOLCRAFT COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RJ0447'ATLANTIC RAILWAY, 17 RAILS WEST OF THE STATION, AT MILEAGE
 RJ0447'79.8, ONE RAIL EAST OF THE CENTER OF A GRADE CROSSING, 60 FEET
 RJ0447'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28, 10 FEET NORTH OF
 RJ0447'THE CENTELINE OF THE TRACK, AND 2 FEET EAST OF A CONCRETE WALK.
 RJ0447'A STANDARD DISK, STAMPED B 46 1934 AND SET IN THE TOP OF A
 RJ0447'CONCRETE POST.  NOTE-- A PRECAST CONCRETE POST WAS FOUND AT
 RJ0447'THE DESCRIBED LOCATION OF THIS MARK.  IT WAS BROKEN OFF BUT
 RJ0447'THE DISK WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0105 ***********************************************************************
 RK0105  DESIGNATION -  B 47
 RK0105  PID         -  RK0105
 RK0105  STATE/COUNTY-  MI/ALGER
 RK0105  USGS QUAD   -  AU TRAIN (1985)
 RK0105
 RK0105                         *CURRENT SURVEY CONTROL
 RK0105  ___________________________________________________________________
 RK0105* NAD 83(1986)-  46 25 56.     (N)    086 50 19.     (W)     SCALED    
 RK0105* NAVD 88     -       187.103  (meters)     613.85   (feet)  ADJUSTED  
 RK0105  ___________________________________________________________________
 RK0105  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RK0105  DYNAMIC HT  -         187.116 (meters)     613.90  (feet)  COMP
 RK0105  MODELED GRAV-     980,681.2   (mgal)                       NAVD 88
 RK0105
 RK0105  VERT ORDER  -  FIRST     CLASS II
 RK0105
 RK0105.The horizontal coordinates were scaled from a topographic map and have
 RK0105.an estimated accuracy of +/- 6 seconds.
 RK0105
 RK0105.The orthometric height was determined by differential leveling
 RK0105.and adjusted by the National Geodetic Survey in June 1991..
 RK0105
 RK0105.The geoid height was determined by GEOID03.
 RK0105
 RK0105.The dynamic height is computed by dividing the NAVD 88
 RK0105.geopotential number by the normal gravity value computed on the
 RK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0105.degrees latitude (g = 980.6199 gals.).
 RK0105
 RK0105.The modeled gravity was interpolated from observed gravity values.
 RK0105
 RK0105;                    North         East    Units  Estimated Accuracy
 RK0105;SPC MI N     -   183,280.    8,012,400.      MT  (+/- 180 meters Scaled)
 RK0105
 RK0105                          SUPERSEDED SURVEY CONTROL
 RK0105
 RK0105  NGVD 29 (??/??/92)  187.080  (m)          613.78   (f) ADJ UNCH    1 2
 RK0105
 RK0105.Superseded values are not recommended for survey control.
 RK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0105.See file dsdata.txt to determine how the superseded data were derived.
 RK0105
 RK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES123420(NAD 83)
 RK0105_MARKER: DB = BENCH MARK DISK
 RK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0105_STAMPING: B 47 1934
 RK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0105+STABILITY: SURFACE MOTION
 RK0105
 RK0105  HISTORY     - Date     Condition        Report By
 RK0105  HISTORY     - 1934     MONUMENTED       CGS
 RK0105  HISTORY     - 1955     MARK NOT FOUND   NGS
 RK0105  HISTORY     - 19980414 MARK NOT FOUND   NGS
 RK0105
 RK0105                          STATION DESCRIPTION
 RK0105
 RK0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RK0105'AT AU TRAIN.
 RK0105'AT AU TRAIN, ALGER COUNTY, ON THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0105'RAILWAY, 19 RAILS WEST OF THE STATION, 24-1/2 RAILS WEST OF
 RK0105'MILEPOST 125, 35 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 RK0105'AND MIDWAY BETWEEN TWO PINE TREES IN LINE WITH A ROW OF POLES.
 RK0105'A STANDARD DISK, STAMPED B 47 1934 AND SET IN THE TOP OF A CONCRETE
 RK0105'POST.  NOTE-- EXCAVATIONS APPEAR IN AREA
 RK0105
 RK0105                          STATION RECOVERY (1998)
 RK0105
 RK0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0105'THIS STATION IS PROBABLY STILL THERE, BUT IT IS STILL COVERED BY
 RK0105'BRIDGE TIMBERS AS THE BRIDGE IS STILL IN GOOD CONDITION AS DESCRIBED
 RK0105'IN 1958.  THESE TIMBERS MAY BE REMOVED WHEN THE RAILROAD IS CONVERTED
 RK0105'TO RAILS TO TRAILS IN NEAR FUTURE.  RECOVERED BY RONALD L.  RAMSEY,
 RK0105'NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0053 ***********************************************************************
 RL0053  DESIGNATION -  B 48
 RL0053  PID         -  RL0053
 RL0053  STATE/COUNTY-  MI/BARAGA
 RL0053  USGS QUAD   -  ALBERTA (1985)
 RL0053
 RL0053                         *CURRENT SURVEY CONTROL
 RL0053  ___________________________________________________________________
 RL0053* NAD 83(1986)-  46 44 46.     (N)    088 29 47.     (W)     SCALED    
 RL0053* NAVD 88     -       189.349  (meters)     621.22   (feet)  ADJUSTED  
 RL0053  ___________________________________________________________________
 RL0053  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 RL0053  DYNAMIC HT  -         189.361 (meters)     621.26  (feet)  COMP
 RL0053  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 RL0053
 RL0053  VERT ORDER  -  FIRST     CLASS II
 RL0053
 RL0053.The horizontal coordinates were scaled from a topographic map and have
 RL0053.an estimated accuracy of +/- 6 seconds.
 RL0053
 RL0053.The orthometric height was determined by differential leveling
 RL0053.and adjusted by the National Geodetic Survey in June 1991..
 RL0053
 RL0053.The geoid height was determined by GEOID03.
 RL0053
 RL0053.The dynamic height is computed by dividing the NAVD 88
 RL0053.geopotential number by the normal gravity value computed on the
 RL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0053.degrees latitude (g = 980.6199 gals.).
 RL0053
 RL0053.The modeled gravity was interpolated from observed gravity values.
 RL0053
 RL0053;                    North         East    Units  Estimated Accuracy
 RL0053;SPC MI N     -   219,230.    7,885,670.      MT  (+/- 180 meters Scaled)
 RL0053
 RL0053                          SUPERSEDED SURVEY CONTROL
 RL0053
 RL0053  NGVD 29 (??/??/92)  189.328  (m)          621.15   (f) ADJ UNCH    1 2
 RL0053
 RL0053.Superseded values are not recommended for survey control.
 RL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0053.See file dsdata.txt to determine how the superseded data were derived.
 RL0053
 RL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS856780(NAD 83)
 RL0053_MARKER: DB = BENCH MARK DISK
 RL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0053_STAMPING: B 48 1934
 RL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0053+STABILITY: SURFACE MOTION
 RL0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0053+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2000
 RL0053
 RL0053  HISTORY     - Date     Condition        Report By
 RL0053  HISTORY     - 1934     MONUMENTED       CGS
 RL0053  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0053  HISTORY     - 20001106 GOOD             MIDT
 RL0053
 RL0053                          STATION DESCRIPTION
 RL0053
 RL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0053'2 MI W FROM L ANSE.
 RL0053'2 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0053'FROM L ANSE, BARAGA COUNTY, 8 FEET SOUTHWEST OF MILEPOST 19,
 RL0053'35 FEET NORTH OF THE TRACK, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY
 RL0053'FENCE.  A STANDARD DISK, STAMPED B 48 1934 AND SET IN THE TOP
 RL0053'OF A CONCRETE POST.
 RL0053
 RL0053                          STATION RECOVERY (1982)
 RL0053
 RL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0053'MARK NOT FOUND.
 RL0053
 RL0053                          STATION RECOVERY (2000)
 RL0053
 RL0053'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0053'LANSE, 1.83 MI WEST ALONG US-41 FROM THE M.D.O.T. SERVICE FACILITY,
 RL0053'THENCE 0.85 MI SW ALONG MENGE CREEK RD, 195 FT EAST OF DRIVE TO HSE
 RL0053'B-4415-W, 79 FT S77E OF UTILITY POLE, 52 FT S ROAD C/L, 52 FT SW ALONG
 RL0053'THE RR FROM MILE POST 19, 37 FT N OF THE N RAIL, 0.7 N OF WITNESS
 RL0053'POST, LEVEL WITH RR TRACK, 3 FT ABOVE THE ROAD, 3-INCHS BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0146 ***********************************************************************
 RK0146  DESIGNATION -  B 49
 RK0146  PID         -  RK0146
 RK0146  STATE/COUNTY-  MI/MARQUETTE
 RK0146  USGS QUAD   -  HARVEY (1985)
 RK0146
 RK0146                         *CURRENT SURVEY CONTROL
 RK0146  ___________________________________________________________________
 RK0146* NAD 83(1986)-  46 29 04.     (N)    087 16 11.     (W)     SCALED    
 RK0146* NAVD 88     -       189.236  (meters)     620.85   (feet)  ADJUSTED  
 RK0146  ___________________________________________________________________
 RK0146  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RK0146  DYNAMIC HT  -         189.252 (meters)     620.90  (feet)  COMP
 RK0146  MODELED GRAV-     980,693.4   (mgal)                       NAVD 88
 RK0146
 RK0146  VERT ORDER  -  FIRST     CLASS II
 RK0146
 RK0146.The horizontal coordinates were scaled from a topographic map and have
 RK0146.an estimated accuracy of +/- 6 seconds.
 RK0146
 RK0146.The orthometric height was determined by differential leveling
 RK0146.and adjusted by the National Geodetic Survey in June 1991..
 RK0146
 RK0146.The geoid height was determined by GEOID03.
 RK0146
 RK0146.The dynamic height is computed by dividing the NAVD 88
 RK0146.geopotential number by the normal gravity value computed on the
 RK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0146.degrees latitude (g = 980.6199 gals.).
 RK0146
 RK0146.The modeled gravity was interpolated from observed gravity values.
 RK0146
 RK0146;                    North         East    Units  Estimated Accuracy
 RK0146;SPC MI N     -   189,100.    7,979,290.      MT  (+/- 180 meters Scaled)
 RK0146
 RK0146                          SUPERSEDED SURVEY CONTROL
 RK0146
 RK0146  NGVD 29 (??/??/92)  189.214  (m)          620.78   (f) ADJ UNCH    1 2
 RK0146
 RK0146.Superseded values are not recommended for survey control.
 RK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0146.See file dsdata.txt to determine how the superseded data were derived.
 RK0146
 RK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS792479(NAD 83)
 RK0146_MARKER: DB = BENCH MARK DISK
 RK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0146_STAMPING: B 49 1934
 RK0146_MARK LOGO: CGS   
 RK0146_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0146+STABILITY: SURFACE MOTION
 RK0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0146+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2006
 RK0146
 RK0146  HISTORY     - Date     Condition        Report By
 RK0146  HISTORY     - 1934     MONUMENTED       CGS
 RK0146  HISTORY     - 1935     GOOD             NGS
 RK0146  HISTORY     - 19980413 GOOD             NGS
 RK0146  HISTORY     - 20060607 GOOD             GEOCAC
 RK0146
 RK0146                          STATION DESCRIPTION
 RK0146
 RK0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0146'2 MI W FROM GORDON.
 RK0146'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0146'RAILWAY FROM GORDON, MARQUETTE COUNTY, 1-1/4 RAILS EAST OF POLE
 RK0146'5447, ACROSS THE TRACK FROM MILEPOST 147, 12 FEET SOUTH AND 20
 RK0146'FEET WEST OF A POLE, AND 38 FEET SOUTH OF THE CENTERLINE OF THE
 RK0146'TRACK.  A STANDARD DISK, STAMPED B 49 1934 AND SET IN THE TOP
 RK0146'OF A CONCRETE POST.
 RK0146
 RK0146                          STATION RECOVERY (1998)
 RK0146
 RK0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0146'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0146'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0146'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0146'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0146'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0146'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0146
 RK0146                          STATION RECOVERY (2006)
 RK0146
 RK0146'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0146'MARK IS LOCATED 0.7 MILES EAST OF CHOCOLAY DOWNS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0306 ***********************************************************************
 OK0306  DESIGNATION -  B 5
 OK0306  PID         -  OK0306
 OK0306  STATE/COUNTY-  MI/MONTCALM
 OK0306  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0306
 OK0306                         *CURRENT SURVEY CONTROL
 OK0306  ___________________________________________________________________
 OK0306* NAD 83(1986)-  43 11 49.     (N)    085 16 58.     (W)     SCALED    
 OK0306* NAVD 88     -       254.797  (meters)     835.95   (feet)  ADJUSTED  
 OK0306  ___________________________________________________________________
 OK0306  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 OK0306  DYNAMIC HT  -         254.742 (meters)     835.77  (feet)  COMP
 OK0306  MODELED GRAV-     980,398.4   (mgal)                       NAVD 88
 OK0306
 OK0306  VERT ORDER  -  SECOND    CLASS 0
 OK0306
 OK0306.The horizontal coordinates were scaled from a topographic map and have
 OK0306.an estimated accuracy of +/- 6 seconds.
 OK0306
 OK0306.The orthometric height was determined by differential leveling
 OK0306.and adjusted by the National Geodetic Survey in June 1991..
 OK0306
 OK0306.The geoid height was determined by GEOID03.
 OK0306
 OK0306.The dynamic height is computed by dividing the NAVD 88
 OK0306.geopotential number by the normal gravity value computed on the
 OK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0306.degrees latitude (g = 980.6199 gals.).
 OK0306
 OK0306.The modeled gravity was interpolated from observed gravity values.
 OK0306
 OK0306;                    North         East    Units  Estimated Accuracy
 OK0306;SPC MI S     -   188,900.    3,925,550.      MT  (+/- 180 meters Scaled)
 OK0306
 OK0306                          SUPERSEDED SURVEY CONTROL
 OK0306
 OK0306  NGVD 29 (??/??/92)  254.930  (m)          836.38   (f) ADJ UNCH    2 0
 OK0306
 OK0306.Superseded values are not recommended for survey control.
 OK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0306.See file dsdata.txt to determine how the superseded data were derived.
 OK0306
 OK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN395841(NAD 83)
 OK0306_MARKER: DD = SURVEY DISK
 OK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0306_STAMPING: B 5
 OK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0306+STABILITY: SURFACE MOTION
 OK0306
 OK0306  HISTORY     - Date     Condition        Report By
 OK0306  HISTORY     - UNK      MONUMENTED       USGS
 OK0306  HISTORY     - 1934     GOOD             NGS
 OK0306  HISTORY     - 19990101 MARK NOT FOUND   SDI
 OK0306  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0306
 OK0306                          STATION DESCRIPTION
 OK0306
 OK0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0306'1.5 MI W FROM GREENVILLE.
 OK0306'1.5 MILES WEST ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OK0306'AT GREENVILLE, 34 FEET NORTH OF MILEPOST M54-A42, 21 FEET WEST
 OK0306'OF THE CENTER OF A DIRT ROAD CROSSING, 35 FEET NORTH OF THE NORTH
 OK0306'RAIL, 3-1/2 FEET FROM A FENCE CORNER AND LEVEL WITH THE TOP OF
 OK0306'RAIL.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED B 5 AND
 OK0306'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES
 OK0306'ABOVE GROUND.
 OK0306
 OK0306                          STATION RECOVERY (1999)
 OK0306
 OK0306'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0306'NOT FOUND BY THE SURVEY CREW IN JANUARY OF 1999.  DUE TO HEAVY
 OK0306'CONSTRUCTION IN THE AREA, IT IS LIKELY THAT THE MONUMENT WAS
 OK0306'DESTROYED.
 OK0306
 OK0306                          STATION RECOVERY (2001)
 OK0306
 OK0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0306'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0702 ***********************************************************************
 RL0702  DESIGNATION -  B 50
 RL0702  PID         -  RL0702
 RL0702  STATE/COUNTY-  MI/ONTONAGON
 RL0702  USGS QUAD   -  
 RL0702
 RL0702                         *CURRENT SURVEY CONTROL
 RL0702  ___________________________________________________________________
 RL0702* NAD 83(1986)-  46 32 08.     (N)    089 13 42.     (W)     SCALED    
 RL0702* NAVD 88     -       363.647  (meters)    1193.07   (feet)  ADJUSTED  
 RL0702  ___________________________________________________________________
 RL0702  GEOID HEIGHT-         -31.83  (meters)                     GEOID03
 RL0702  DYNAMIC HT  -         363.660 (meters)    1193.11  (feet)  COMP
 RL0702  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 RL0702
 RL0702  VERT ORDER  -  FIRST     CLASS II
 RL0702
 RL0702.The horizontal coordinates were scaled from a topographic map and have
 RL0702.an estimated accuracy of +/- 6 seconds.
 RL0702
 RL0702.The orthometric height was determined by differential leveling
 RL0702.and adjusted by the National Geodetic Survey in June 1991..
 RL0702
 RL0702.The geoid height was determined by GEOID03.
 RL0702
 RL0702.The dynamic height is computed by dividing the NAVD 88
 RL0702.geopotential number by the normal gravity value computed on the
 RL0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0702.degrees latitude (g = 980.6199 gals.).
 RL0702
 RL0702.The modeled gravity was interpolated from observed gravity values.
 RL0702
 RL0702;                    North         East    Units  Estimated Accuracy
 RL0702;SPC MI N     -   197,150.    7,829,100.      MT  (+/- 180 meters Scaled)
 RL0702
 RL0702                          SUPERSEDED SURVEY CONTROL
 RL0702
 RL0702  NGVD 29 (??/??/92)  363.665  (m)         1193.12   (f) ADJ UNCH    1 2
 RL0702
 RL0702.Superseded values are not recommended for survey control.
 RL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0702.See file dsdata.txt to determine how the superseded data were derived.
 RL0702
 RL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS291559(NAD 83)
 RL0702_MARKER: DB = BENCH MARK DISK
 RL0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0702_STAMPING: B 50 1934
 RL0702_MARK LOGO: CGS   
 RL0702_PROJECTION: PROJECTING 5 CENTIMETERS
 RL0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0702+STABILITY: SURFACE MOTION
 RL0702
 RL0702  HISTORY     - Date     Condition        Report By
 RL0702  HISTORY     - 1934     MONUMENTED       CGS
 RL0702  HISTORY     - 1943     MARK NOT FOUND   NGS
 RL0702  HISTORY     - 1978     GOOD             USGS
 RL0702  HISTORY     - 1985     GOOD             NGS
 RL0702  HISTORY     - 20010615 GOOD             USPSQD
 RL0702  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0702
 RL0702                          STATION DESCRIPTION
 RL0702
 RL0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RL0702'2.5 MI E FROM EWEN.
 RL0702'2.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0702'RAILROAD FROM THE STATION AT EWEN, ONTONAGON COUNTY, AT A
 RL0702'CROSSING KNOWN IN 1934 AS BALTIMORE CROSSING, 15 FEET NORTH
 RL0702'OF THE CENTERLINE OF THE TRACK, AND AT THE EAST CATTLE GUARD.
 RL0702'A STANDARD DISK, STAMPED B 50 1934 AND SET IN THE TOP OF A
 RL0702'CONCRETE POST.  NOTE-- PROBABLY TORN OUT BY EXCAVATION OF RR
 RL0702'DITCH.
 RL0702
 RL0702                          STATION RECOVERY (1978)
 RL0702
 RL0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0702'THIS MARK WAS PREVIOUSLY REPORTED AS NOT BEING RECOVERED. THE MARK IS
 RL0702'LOCATED AS DESCRIBED AND ADD 25 FT. EAST OF RR CULVERT NO. 252.45 AND
 RL0702'DELETE THE REFERENCE TO CATTLE GUARD.
 RL0702
 RL0702                          STATION RECOVERY (1985)
 RL0702
 RL0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0702'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.9 KM (2.4
 RL0702'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0702'HIGHWAY 45 IN BRUCE CROSSING, 182.6 M (599.1 FT) EAST OF THE
 RL0702'CENTERLINE OF NORTH BALTIMORE ROAD, 92.0 M (301.8 FT) NORTH OF THE
 RL0702'CENTERLINE OF THE HIGHWAY, 61.9 M (203.1 FT) NORTH OF THE NORTHEAST
 RL0702'CORNER OF A WHITE HOUSE, AND 4.6 M (15.1 FT) NORTH OF THE NEAR RAIL OF
 RL0702'THE SOO LINE RAILROAD.
 RL0702'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0702'THE MARK IS 0.6 M ABOVE THE TRACKS.
 RL0702
 RL0702                          STATION RECOVERY (2001)
 RL0702
 RL0702'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0702'RECOVERED IN GOOD CONDITION.
 RL0702
 RL0702                          STATION RECOVERY (2004)
 RL0702
 RL0702'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0359 ***********************************************************************
 RJ0359  DESIGNATION -  B 51
 RJ0359  PID         -  RJ0359
 RJ0359  STATE/COUNTY-  MI/LUCE
 RJ0359  USGS QUAD   -  SOO JUNCTION (1973)
 RJ0359
 RJ0359                         *CURRENT SURVEY CONTROL
 RJ0359  ___________________________________________________________________
 RJ0359* NAD 83(1986)-  46 20 11.     (N)    085 15 27.     (W)     SCALED    
 RJ0359* NAVD 88     -       216.744  (meters)     711.10   (feet)  ADJUSTED  
 RJ0359  ___________________________________________________________________
 RJ0359  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 RJ0359  DYNAMIC HT  -         216.760 (meters)     711.15  (feet)  COMP
 RJ0359  MODELED GRAV-     980,683.7   (mgal)                       NAVD 88
 RJ0359
 RJ0359  VERT ORDER  -  FIRST     CLASS II
 RJ0359
 RJ0359.The horizontal coordinates were scaled from a topographic map and have
 RJ0359.an estimated accuracy of +/- 6 seconds.
 RJ0359
 RJ0359.The orthometric height was determined by differential leveling
 RJ0359.and adjusted by the National Geodetic Survey in June 1991..
 RJ0359
 RJ0359.The geoid height was determined by GEOID03.
 RJ0359
 RJ0359.The dynamic height is computed by dividing the NAVD 88
 RJ0359.geopotential number by the normal gravity value computed on the
 RJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0359.degrees latitude (g = 980.6199 gals.).
 RJ0359
 RJ0359.The modeled gravity was interpolated from observed gravity values.
 RJ0359
 RJ0359;                    North         East    Units  Estimated Accuracy
 RJ0359;SPC MI N     -   174,090.    8,134,140.      MT  (+/- 180 meters Scaled)
 RJ0359
 RJ0359                          SUPERSEDED SURVEY CONTROL
 RJ0359
 RJ0359  NGVD 29 (??/??/92)  216.739  (m)          711.08   (f) ADJ UNCH    1 2
 RJ0359
 RJ0359.Superseded values are not recommended for survey control.
 RJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0359.See file dsdata.txt to determine how the superseded data were derived.
 RJ0359
 RJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS341328(NAD 83)
 RJ0359_MARKER: DB = BENCH MARK DISK
 RJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0359_STAMPING: B 51 1934
 RJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0359+STABILITY: SURFACE MOTION
 RJ0359
 RJ0359  HISTORY     - Date     Condition        Report By
 RJ0359  HISTORY     - 1934     MONUMENTED       CGS
 RJ0359
 RJ0359                          STATION DESCRIPTION
 RJ0359
 RJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0359'AT SOO JUNCTION.
 RJ0359'AT SOO JUNCTION, LUCE COUNTY, 690 FEET SOUTHEAST ALONG THE ST.
 RJ0359'IGNACE LINE OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0359'FROM THE STATION, 2-1/4 RAILS SOUTH OF A DWARF SIGNAL, ACROSS
 RJ0359'THE TRACK FROM A SMALL FRAME ENGINE HOUSE, AND 25 FEET EAST
 RJ0359'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 51
 RJ0359'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 RJ0359'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0073 ***********************************************************************
 RJ0073  DESIGNATION -  B 53
 RJ0073  PID         -  RJ0073
 RJ0073  STATE/COUNTY-  MI/CHIPPEWA
 RJ0073  USGS QUAD   -  PICKFORD (1975)
 RJ0073
 RJ0073                         *CURRENT SURVEY CONTROL
 RJ0073  ___________________________________________________________________
 RJ0073* NAD 83(1986)-  46 07 34.     (N)    084 15 36.     (W)     SCALED    
 RJ0073* NAVD 88     -       196.396  (meters)     644.34   (feet)  ADJUSTED  
 RJ0073  ___________________________________________________________________
 RJ0073  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 RJ0073  DYNAMIC HT  -         196.403 (meters)     644.37  (feet)  COMP
 RJ0073  MODELED GRAV-     980,646.6   (mgal)                       NAVD 88
 RJ0073
 RJ0073  VERT ORDER  -  FIRST     CLASS 0
 RJ0073
 RJ0073.The horizontal coordinates were scaled from a topographic map and have
 RJ0073.an estimated accuracy of +/- 6 seconds.
 RJ0073
 RJ0073.The orthometric height was determined by differential leveling
 RJ0073.and adjusted by the National Geodetic Survey in June 1991..
 RJ0073.WARNING-Repeat measurements at this control monument indicate possible
 RJ0073.vertical movement.
 RJ0073
 RJ0073.The geoid height was determined by GEOID03.
 RJ0073
 RJ0073.The dynamic height is computed by dividing the NAVD 88
 RJ0073.geopotential number by the normal gravity value computed on the
 RJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0073.degrees latitude (g = 980.6199 gals.).
 RJ0073
 RJ0073.The modeled gravity was interpolated from observed gravity values.
 RJ0073
 RJ0073;                    North         East    Units  Estimated Accuracy
 RJ0073;SPC MI N     -   152,900.    8,211,710.      MT  (+/- 180 meters Scaled)
 RJ0073
 RJ0073                          SUPERSEDED SURVEY CONTROL
 RJ0073
 RJ0073  NGVD 29 (??/??/92)  196.354  (m)          644.20   (f) ADJ UNCH    1 0
 RJ0073
 RJ0073.Superseded values are not recommended for survey control.
 RJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0073.See file dsdata.txt to determine how the superseded data were derived.
 RJ0073
 RJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS116117(NAD 83)
 RJ0073_MARKER: DB = BENCH MARK DISK
 RJ0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0073_MARK LOGO: CGS   
 RJ0073_PROJECTION: PROJECTING 6 CENTIMETERS
 RJ0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0073+STABILITY: SURFACE MOTION
 RJ0073
 RJ0073  HISTORY     - Date     Condition        Report By
 RJ0073  HISTORY     - 1934     MONUMENTED       CGS
 RJ0073  HISTORY     - 1972     GOOD             USLS
 RJ0073  HISTORY     - 1983     GOOD             NGS
 RJ0073
 RJ0073                          STATION DESCRIPTION
 RJ0073
 RJ0073'DESCRIBED BY US LAKE SURVEY 1972
 RJ0073'2.8 MI NW FROM STALWART.
 RJ0073'B 3 A BENCH MARK ESTABLISHED BY THE FORMER U.S. COAST AND
 RJ0073'GEODETIC SURVEY, IS IN CHIPPEWA COUNTY, MICHIGAN, 2.8 MILES
 RJ0073'WEST AND NORTH ALONG HIGHWAY M-48 FROM THE POST OFFICE AT
 RJ0073'STALWART, ON A CURVE, 72 FEET WEST OF CENTERLINE OF HIGHWAY
 RJ0073'M-48, 62.1 FEET NORTH OF EXTENDED LINE OF NORTH FACE OF A TWO
 RJ0073'STORY FARM DWELLING, 30.8 FEET NORTH OF UTILITY POLE NO. 114-A,
 RJ0073'11.6 FEET NORTH OF FENCE CORNER, 1/3-FOOT ABOVE THE GROUND BEING
 RJ0073'HIGHEST PONT OVER CROSS AT CENTER OF A BRONZE DISC SET INTO TOP
 RJ0073'OF A 6X6-INCH CONCRETE POST.
 RJ0073
 RJ0073                          STATION RECOVERY (1983)
 RJ0073
 RJ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0073'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 RJ0073'(2.8 MI) NORTH-NORTHWEST ALONG STATE ROUTE 48 FROM THE POST OFFICE IN
 RJ0073'STALWART, ON A CURVE IN THE HIGHWAY, 22.0 METERS (72.0 FT) WEST OF THE
 RJ0073'CENTERLINE OF HIGHWAY, 18.9 METERS (62.1 FT) NORTH OF EXTENDED LINE OF
 RJ0073'NORTH FACE OF ABANDONED TWO STORY FARM DWELLING, 9.4 METERS (30.8 FT)
 RJ0073'NORTH OF UTILITY POLE NUMBER 114-8, AND 3.5 METERS (11.6 FT) NORTH OF
 RJ0073'A FENCE CORNER POST.
 RJ0073'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 RJ0073'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0061 ***********************************************************************
 RK0061  DESIGNATION -  B 55
 RK0061  PID         -  RK0061
 RK0061  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0061  USGS QUAD   -  
 RK0061
 RK0061                         *CURRENT SURVEY CONTROL
 RK0061  ___________________________________________________________________
 RK0061* NAD 83(1986)-  46 09 04.     (N)    086 23 37.     (W)     SCALED    
 RK0061* NAVD 88     -       213.524  (meters)     700.54   (feet)  ADJUSTED  
 RK0061  ___________________________________________________________________
 RK0061  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RK0061  DYNAMIC HT  -         213.535 (meters)     700.57  (feet)  COMP
 RK0061  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 RK0061
 RK0061  VERT ORDER  -  SECOND    CLASS 0
 RK0061
 RK0061.The horizontal coordinates were scaled from a topographic map and have
 RK0061.an estimated accuracy of +/- 6 seconds.
 RK0061
 RK0061.The orthometric height was determined by differential leveling
 RK0061.and adjusted by the National Geodetic Survey in June 1991..
 RK0061
 RK0061.The geoid height was determined by GEOID03.
 RK0061
 RK0061.The dynamic height is computed by dividing the NAVD 88
 RK0061.geopotential number by the normal gravity value computed on the
 RK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0061.degrees latitude (g = 980.6199 gals.).
 RK0061
 RK0061.The modeled gravity was interpolated from observed gravity values.
 RK0061
 RK0061;                    North         East    Units  Estimated Accuracy
 RK0061;SPC MI N     -   152,200.    8,046,840.      MT  (+/- 180 meters Scaled)
 RK0061
 RK0061                          SUPERSEDED SURVEY CONTROL
 RK0061
 RK0061  NGVD 29 (??/??/92)  213.503  (m)          700.47   (f) ADJ UNCH    2 0
 RK0061
 RK0061.Superseded values are not recommended for survey control.
 RK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0061.See file dsdata.txt to determine how the superseded data were derived.
 RK0061
 RK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES468110(NAD 83)
 RK0061_MARKER: DB = BENCH MARK DISK
 RK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0061_STAMPING: B 55 1934
 RK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0061+STABILITY: SURFACE MOTION
 RK0061
 RK0061  HISTORY     - Date     Condition        Report By
 RK0061  HISTORY     - 1934     MONUMENTED       CGS
 RK0061
 RK0061                          STATION DESCRIPTION
 RK0061
 RK0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0061'19.2 MI N FROM MANISTIQUE.
 RK0061'19.2 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION WITH
 RK0061'U.S. HIGHWAY 2 AT MANISTIQUE, SCHOOLCRAFT COUNTY, 200 FEET
 RK0061'EAST OF JACK PINE LODGE, 12 FEET EAST OF THE EAST LINE OF A
 RK0061'LOG CABIN, AND 27 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RK0061'A STANDARD DISK, STAMPED B 55 1934 AND SET IN THE TOP OF A
 RK0061'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0012 ***********************************************************************
 QL0012  DESIGNATION -  B 56
 QL0012  PID         -  QL0012
 QL0012  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0012  USGS QUAD   -  
 QL0012
 QL0012                         *CURRENT SURVEY CONTROL
 QL0012  ___________________________________________________________________
 QL0012* NAD 83(1986)-  45 56 44.     (N)    086 16 58.     (W)     SCALED    
 QL0012* NAVD 88     -       180.645  (meters)     592.67   (feet)  ADJUSTED  
 QL0012  ___________________________________________________________________
 QL0012  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QL0012  DYNAMIC HT  -         180.650 (meters)     592.68  (feet)  COMP
 QL0012  MODELED GRAV-     980,636.2   (mgal)                       NAVD 88
 QL0012
 QL0012  VERT ORDER  -  SECOND    CLASS 0
 QL0012
 QL0012.The horizontal coordinates were scaled from a topographic map and have
 QL0012.an estimated accuracy of +/- 6 seconds.
 QL0012
 QL0012.The orthometric height was determined by differential leveling
 QL0012.and adjusted by the National Geodetic Survey in June 1991..
 QL0012
 QL0012.The geoid height was determined by GEOID03.
 QL0012
 QL0012.The dynamic height is computed by dividing the NAVD 88
 QL0012.geopotential number by the normal gravity value computed on the
 QL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0012.degrees latitude (g = 980.6199 gals.).
 QL0012
 QL0012.The modeled gravity was interpolated from observed gravity values.
 QL0012
 QL0012;                    North         East    Units  Estimated Accuracy
 QL0012;SPC MI N     -   129,430.    8,055,610.      MT  (+/- 180 meters Scaled)
 QL0012
 QL0012                          SUPERSEDED SURVEY CONTROL
 QL0012
 QL0012  NGVD 29 (??/??/92)  180.642  (m)          592.66   (f) ADJ UNCH    2 0
 QL0012
 QL0012.Superseded values are not recommended for survey control.
 QL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0012.See file dsdata.txt to determine how the superseded data were derived.
 QL0012
 QL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER555882(NAD 83)
 QL0012_MARKER: DB = BENCH MARK DISK
 QL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0012_STAMPING: B 56 1934
 QL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0012+STABILITY: SURFACE MOTION
 QL0012
 QL0012  HISTORY     - Date     Condition        Report By
 QL0012  HISTORY     - 1934     MONUMENTED       CGS
 QL0012  HISTORY     - 1938     GOOD             NGS
 QL0012
 QL0012                          STATION DESCRIPTION
 QL0012
 QL0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QL0012'1.8 MI W FROM MANISTIQUE.
 QL0012'1.8 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0012'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0012'COUNTY, AT MILEAGE 384.7, 57 FEET WEST OF THE CENTERLINE OF A
 QL0012'ROAD, 24 FEET NORTH OF THE NEAREST RAIL, AND LEVEL WITH THE TOP OF
 QL0012'THE RAIL.  A STANDARD DISK, STAMPED B 56 1934 AND SET IN THE TOP
 QL0012'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0388 ***********************************************************************
 QL0388  DESIGNATION -  B 57
 QL0388  PID         -  QL0388
 QL0388  STATE/COUNTY-  MI/MENOMINEE
 QL0388  USGS QUAD   -  HERMANSVILLE (1989)
 QL0388
 QL0388                         *CURRENT SURVEY CONTROL
 QL0388  ___________________________________________________________________
 QL0388* NAD 83(1986)-  45 42 19.     (N)    087 35 03.     (W)     SCALED    
 QL0388* NAVD 88     -       269.686  (meters)     884.79   (feet)  ADJUSTED  
 QL0388  ___________________________________________________________________
 QL0388  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QL0388  DYNAMIC HT  -         269.681 (meters)     884.78  (feet)  COMP
 QL0388  MODELED GRAV-     980,590.9   (mgal)                       NAVD 88
 QL0388
 QL0388  VERT ORDER  -  SECOND    CLASS 0
 QL0388
 QL0388.The horizontal coordinates were scaled from a topographic map and have
 QL0388.an estimated accuracy of +/- 6 seconds.
 QL0388
 QL0388.The orthometric height was determined by differential leveling
 QL0388.and adjusted by the National Geodetic Survey in June 1991..
 QL0388
 QL0388.The geoid height was determined by GEOID03.
 QL0388
 QL0388.The dynamic height is computed by dividing the NAVD 88
 QL0388.geopotential number by the normal gravity value computed on the
 QL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0388.degrees latitude (g = 980.6199 gals.).
 QL0388
 QL0388.The modeled gravity was interpolated from observed gravity values.
 QL0388
 QL0388;                    North         East    Units  Estimated Accuracy
 QL0388;SPC MI N     -   102,640.    7,954,510.      MT  (+/- 180 meters Scaled)
 QL0388
 QL0388                          SUPERSEDED SURVEY CONTROL
 QL0388
 QL0388  NGVD 29 (??/??/92)  269.701  (m)          884.84   (f) ADJ UNCH    2 0
 QL0388
 QL0388.Superseded values are not recommended for survey control.
 QL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0388.See file dsdata.txt to determine how the superseded data were derived.
 QL0388
 QL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR545614(NAD 83)
 QL0388_MARKER: DB = BENCH MARK DISK
 QL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0388_STAMPING: B 57 1934
 QL0388_MARK LOGO: CGS   
 QL0388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0388+STABILITY: SURFACE MOTION
 QL0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0388+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1996
 QL0388
 QL0388  HISTORY     - Date     Condition        Report By
 QL0388  HISTORY     - 1934     MONUMENTED       CGS
 QL0388  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0388  HISTORY     - 19960503 GOOD             MIDT
 QL0388
 QL0388                          STATION DESCRIPTION
 QL0388
 QL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0388'3.3 MI W FROM POWERS.
 QL0388'3.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM POWERS
 QL0388'MENOMINEE COUNTY, AT MILEAGE 3.3, 90 FEET EAST OF A PRIVATE-GRADE
 QL0388'CROSSING, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 QL0388'10 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED B 57 1934
 QL0388'AND SET IN THE TOP OF A CONCRETE POST.
 QL0388
 QL0388                          STATION RECOVERY (1963)
 QL0388
 QL0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0388'MARK NOT FOUND.
 QL0388
 QL0388                          STATION RECOVERY (1996)
 QL0388
 QL0388'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0388'NOTE-MARK WAS FOUND BURIED 0.40 M (1.31 FT) BELOW GROUND STATION IS
 QL0388'LOCATED ABOUT 4.8 KM (3.00 MI) WEST OF POWERS, ABOUT 1.2 KM (0.75 MI)
 QL0388'EAST OF HERMANSVILLE ALONG THE RAILROAD RIGHT OF WAY. IN SECTION 12,
 QL0388'T-38-N, R-27-W, MEYER TOWNSHIP TO REACH FROM THE FLASHING TRAFFIC
 QL0388'LIGHT ON US-2 AT HERMANSVILLE GO SOUTH 0.8 KM (0.50 MI) INTO
 QL0388'HERMANSVILLE TO THE EAST-WEST RAILROAD TRACK.  FROM HERE PACK EAST
 QL0388'ALONG THE EAST-WEST GRADE ABOUT 1 KM (0.60 MI) TO THE STATION ON THE
 QL0388'RIGHT STATION IS 111.8 M (366.8 FT) N72W OF A OLD POLE, 11.35 M (37.24
 QL0388'FT) S84E OF A OLD POLE, 29.5 M (96.8 FT) EAST OF A TRAIL CROSSING THE
 QL0388'TRACK, 10.2 M (33.5 FT) N15W OF A 0.4 M (1.3 FT) POPLAR, 4.7 M (15.4
 QL0388'FT) SOUTH OF THE SOUTH RAIL OF THE TRACK, 0.77 M (2.53 FT) NORTH OF A
 QL0388'CARSONITE WITNESS POST AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 QL0388'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0003 ***********************************************************************
 RM0003  DESIGNATION -  B 58
 RM0003  PID         -  RM0003
 RM0003  STATE/COUNTY-  MI/GOGEBIC
 RM0003  USGS QUAD   -  LAKE EVELYN (1973)
 RM0003
 RM0003                         *CURRENT SURVEY CONTROL
 RM0003  ___________________________________________________________________
 RM0003* NAD 83(1986)-  46 30 33.     (N)    090 03 56.     (W)     SCALED    
 RM0003* NAVD 88     -       360.312  (meters)    1182.12   (feet)  ADJUSTED  
 RM0003  ___________________________________________________________________
 RM0003  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0003  DYNAMIC HT  -         360.337 (meters)    1182.21  (feet)  COMP
 RM0003  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 RM0003
 RM0003  VERT ORDER  -  FIRST     CLASS II
 RM0003
 RM0003.The horizontal coordinates were scaled from a topographic map and have
 RM0003.an estimated accuracy of +/- 6 seconds.
 RM0003
 RM0003.The orthometric height was determined by differential leveling
 RM0003.and adjusted by the National Geodetic Survey in June 1991..
 RM0003
 RM0003.The geoid height was determined by GEOID03.
 RM0003
 RM0003.The dynamic height is computed by dividing the NAVD 88
 RM0003.geopotential number by the normal gravity value computed on the
 RM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0003.degrees latitude (g = 980.6199 gals.).
 RM0003
 RM0003.The modeled gravity was interpolated from observed gravity values.
 RM0003
 RM0003;                    North         East    Units  Estimated Accuracy
 RM0003;SPC MI N     -   196,370.    7,764,800.      MT  (+/- 180 meters Scaled)
 RM0003
 RM0003                          SUPERSEDED SURVEY CONTROL
 RM0003
 RM0003  NGVD 29 (??/??/92)  360.336  (m)         1182.20   (f) ADJ UNCH    1 2
 RM0003
 RM0003.Superseded values are not recommended for survey control.
 RM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0003.See file dsdata.txt to determine how the superseded data were derived.
 RM0003
 RM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM251548(NAD 83)
 RM0003_MARKER: DB = BENCH MARK DISK
 RM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0003_STAMPING: B 58 1934
 RM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0003+STABILITY: SURFACE MOTION
 RM0003
 RM0003  HISTORY     - Date     Condition        Report By
 RM0003  HISTORY     - 1934     MONUMENTED       CGS
 RM0003  HISTORY     - 1976     MARK NOT FOUND   USGS
 RM0003  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0003
 RM0003                          STATION DESCRIPTION
 RM0003
 RM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0003'4.3 MI E FROM NORTH IRONWOOD.
 RM0003'4.3 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0003'RAILROAD FROM THE STATION AT NORTH IRONWOOD, GOGEBIC COUNTY,
 RM0003'AT MILEAGE 294.9, AT NORTH BESSEMER, 5 FEET SOUTH OF THE SOUTHWEST
 RM0003'CORNER OF THE BOX-CAR STATION, AT A ROAD CROSSING, 42 FEET EAST
 RM0003'OF THE CENTERLINE OF THE ROAD, AND 18 FEET SOUTH OF THE CENTERLINE
 RM0003'OF THE TRACK.  A STANDARD DISK, STAMPED B 58 1934 AND SET IN
 RM0003'THE TOP OF A CONCRETE POST.
 RM0003
 RM0003                          STATION RECOVERY (1976)
 RM0003
 RM0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RM0003'MARK NOT FOUND.
 RM0003
 RM0003                          STATION RECOVERY (1987)
 RM0003
 RM0003'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0221 ***********************************************************************
 RL0221  DESIGNATION -  B 59
 RL0221  PID         -  RL0221
 RL0221  STATE/COUNTY-  MI/IRON
 RL0221  USGS QUAD   -  TRIANGLE RANCH (1985)
 RL0221
 RL0221                         *CURRENT SURVEY CONTROL
 RL0221  ___________________________________________________________________
 RL0221* NAD 83(1986)-  46 17 35.     (N)    088 27 51.     (W)     SCALED    
 RL0221* NAVD 88     -       462.477  (meters)    1517.31   (feet)  ADJUSTED  
 RL0221  ___________________________________________________________________
 RL0221  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 RL0221  DYNAMIC HT  -         462.488 (meters)    1517.35  (feet)  COMP
 RL0221  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 RL0221
 RL0221  VERT ORDER  -  SECOND    CLASS 0
 RL0221
 RL0221.The horizontal coordinates were scaled from a topographic map and have
 RL0221.an estimated accuracy of +/- 6 seconds.
 RL0221
 RL0221.The orthometric height was determined by differential leveling
 RL0221.and adjusted by the National Geodetic Survey in June 1991..
 RL0221
 RL0221.The geoid height was determined by GEOID03.
 RL0221
 RL0221.The dynamic height is computed by dividing the NAVD 88
 RL0221.geopotential number by the normal gravity value computed on the
 RL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0221.degrees latitude (g = 980.6199 gals.).
 RL0221
 RL0221.The modeled gravity was interpolated from observed gravity values.
 RL0221
 RL0221;                    North         East    Units  Estimated Accuracy
 RL0221;SPC MI N     -   168,840.    7,887,200.      MT  (+/- 180 meters Scaled)
 RL0221
 RL0221                          SUPERSEDED SURVEY CONTROL
 RL0221
 RL0221  NGVD 29 (??/??/92)  462.467  (m)         1517.28   (f) ADJ UNCH    2 0
 RL0221
 RL0221.Superseded values are not recommended for survey control.
 RL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0221.See file dsdata.txt to determine how the superseded data were derived.
 RL0221
 RL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS872276(NAD 83)
 RL0221_MARKER: DB = BENCH MARK DISK
 RL0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0221_STAMPING: B 59 1934
 RL0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0221+STABILITY: SURFACE MOTION
 RL0221
 RL0221  HISTORY     - Date     Condition        Report By
 RL0221  HISTORY     - 1934     MONUMENTED       CGS
 RL0221  HISTORY     - 1948     POOR             NGS
 RL0221
 RL0221                          STATION DESCRIPTION
 RL0221
 RL0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0221'4.4 MI N FROM AMASA.
 RL0221'4.4 MILES NORTH ALONG U.S. HIGHWAY 141 FROM THE POST OFFICE AT
 RL0221'AMASA, ABOUT 115 YARDS SOUTHEAST OF A CULVERT OVER LITTLE
 RL0221'HEMLOCK CREEK AND A CURVE IN THE HIGHWAY WITH TANGENTS SOUTHEAST
 RL0221'AND NORTH, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RL0221'13 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE TO A 2-STORY
 RL0221'FARM HOUSE, 4 FEET SOUTHEAST OF THE SOUTHEAST GATE POST, 2.5
 RL0221'FEET SOUTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE HIGHWAY
 RL0221'AND SET IN THE TOP OF A CONCRET POST PROJECTING 3 INCHES.
 RL0221'NOTE-- MARK IS SLANTING SLIGHTLY AND APPEARS TO BE BROKEN OFF
 RL0221'BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0004 ***********************************************************************
 QM0004  DESIGNATION -  B 60
 QM0004  PID         -  QM0004
 QM0004  STATE/COUNTY-  MI/DICKINSON
 QM0004  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0004
 QM0004                         *CURRENT SURVEY CONTROL
 QM0004  ___________________________________________________________________
 QM0004* NAD 83(1986)-  45 47 46.     (N)    088 03 53.     (W)     SCALED    
 QM0004* NAVD 88     -       340.825  (meters)    1118.19   (feet)  ADJUSTED  
 QM0004  ___________________________________________________________________
 QM0004  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 QM0004  DYNAMIC HT  -         340.819 (meters)    1118.17  (feet)  COMP
 QM0004  MODELED GRAV-     980,586.3   (mgal)                       NAVD 88
 QM0004
 QM0004  VERT ORDER  -  SECOND    CLASS 0
 QM0004
 QM0004.The horizontal coordinates were scaled from a topographic map and have
 QM0004.an estimated accuracy of +/- 6 seconds.
 QM0004
 QM0004.The orthometric height was determined by differential leveling
 QM0004.and adjusted by the National Geodetic Survey in June 1991..
 QM0004
 QM0004.The geoid height was determined by GEOID03.
 QM0004
 QM0004.The dynamic height is computed by dividing the NAVD 88
 QM0004.geopotential number by the normal gravity value computed on the
 QM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0004.degrees latitude (g = 980.6199 gals.).
 QM0004
 QM0004.The modeled gravity was interpolated from observed gravity values.
 QM0004
 QM0004;                    North         East    Units  Estimated Accuracy
 QM0004;SPC MI N     -   113,120.    7,917,230.      MT  (+/- 180 meters Scaled)
 QM0004
 QM0004                          SUPERSEDED SURVEY CONTROL
 QM0004
 QM0004  NGVD 29 (??/??/92)  340.825  (m)         1118.19   (f) ADJ UNCH    2 0
 QM0004
 QM0004.Superseded values are not recommended for survey control.
 QM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0004.See file dsdata.txt to determine how the superseded data were derived.
 QM0004
 QM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR172719(NAD 83)
 QM0004_MARKER: DB = BENCH MARK DISK
 QM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0004_STAMPING: B 60 1934
 QM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0004+STABILITY: SURFACE MOTION
 QM0004
 QM0004  HISTORY     - Date     Condition        Report By
 QM0004  HISTORY     - 1934     MONUMENTED       CGS
 QM0004  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0004  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QM0004
 QM0004                          STATION DESCRIPTION
 QM0004
 QM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0004'1.2 MI S FROM IRON MOUNTAIN.
 QM0004'1.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 QM0004'PACIFIC RAILROAD FROM THE STATION AT IRON MOUNTAIN, AT KINGSFORD,
 QM0004'275 FEET SOUTH OF THE CENTERLINE OF BREITING AVENUE, 36 FEET
 QM0004'WEST OF THE CENTERLINE OF THE MAIN TRACK, 12 FEET NORTH OF A
 QM0004'FENCE CORNER, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK,
 QM0004'STAMPED B 60 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QM0004
 QM0004                          STATION RECOVERY (2001)
 QM0004
 QM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0004
 QM0004                          STATION RECOVERY (2001)
 QM0004
 QM0004'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0004'RAILWAY SIDING IS ABANDONED AND DISK ON POST NOT FOUND USING
 QM0004'MEASUREMENTS IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0189 ***********************************************************************
 RK0189  DESIGNATION -  B 60
 RK0189  PID         -  RK0189
 RK0189  STATE/COUNTY-  MI/MARQUETTE
 RK0189  USGS QUAD   -  ARNOLD (1989)
 RK0189
 RK0189                         *CURRENT SURVEY CONTROL
 RK0189  ___________________________________________________________________
 RK0189* NAD 83(1986)-  46 02 52.     (N)    087 28 17.     (W)     SCALED    
 RK0189* NAVD 88     -       314.603  (meters)    1032.16   (feet)  ADJUSTED  
 RK0189  ___________________________________________________________________
 RK0189  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 RK0189  DYNAMIC HT  -         314.608 (meters)    1032.18  (feet)  COMP
 RK0189  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 RK0189
 RK0189  VERT ORDER  -  SECOND    CLASS 0
 RK0189
 RK0189.The horizontal coordinates were scaled from a topographic map and have
 RK0189.an estimated accuracy of +/- 6 seconds.
 RK0189
 RK0189.The orthometric height was determined by differential leveling
 RK0189.and adjusted by the National Geodetic Survey in June 1991..
 RK0189
 RK0189.The geoid height was determined by GEOID03.
 RK0189
 RK0189.The dynamic height is computed by dividing the NAVD 88
 RK0189.geopotential number by the normal gravity value computed on the
 RK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0189.degrees latitude (g = 980.6199 gals.).
 RK0189
 RK0189.The modeled gravity was interpolated from observed gravity values.
 RK0189
 RK0189;                    North         East    Units  Estimated Accuracy
 RK0189;SPC MI N     -   140,640.    7,963,520.      MT  (+/- 180 meters Scaled)
 RK0189
 RK0189                          SUPERSEDED SURVEY CONTROL
 RK0189
 RK0189  NGVD 29 (??/??/92)  314.627  (m)         1032.24   (f) ADJ UNCH    2 0
 RK0189
 RK0189.Superseded values are not recommended for survey control.
 RK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0189.See file dsdata.txt to determine how the superseded data were derived.
 RK0189
 RK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR635994(NAD 83)
 RK0189_MARKER: DB = BENCH MARK DISK
 RK0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0189_STAMPING: B 60 1934
 RK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0189+STABILITY: SURFACE MOTION
 RK0189
 RK0189  HISTORY     - Date     Condition        Report By
 RK0189  HISTORY     - 1934     MONUMENTED       CGS
 RK0189
 RK0189                          STATION DESCRIPTION
 RK0189
 RK0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0189'AT MASHEK.
 RK0189'AT MASHEK, MARQUETTE COUNTY, ONTHE ESCANABA AND LAKE SUPERIOR
 RK0189'RAILROAD, 21 FEET WEST OF THE STATION, 15 FEET EAST OF A ROAD
 RK0189'CROSSING, 27 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK,
 RK0189'AND 1 FOOT NORTH OF A FENCE.  A STANDARD DISK, STAMPED B 60
 RK0189'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0246 ***********************************************************************
 RK0246  DESIGNATION -  B 61
 RK0246  PID         -  RK0246
 RK0246  STATE/COUNTY-  MI/MARQUETTE
 RK0246  USGS QUAD   -  REPUBLIC (1975)
 RK0246
 RK0246                         *CURRENT SURVEY CONTROL
 RK0246  ___________________________________________________________________
 RK0246* NAD 83(1986)-  46 25 55.     (N)    087 57 02.     (W)     SCALED    
 RK0246* NAVD 88     -       467.037  (meters)    1532.27   (feet)  ADJUSTED  
 RK0246  ___________________________________________________________________
 RK0246  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 RK0246  DYNAMIC HT  -         467.050 (meters)    1532.31  (feet)  COMP
 RK0246  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RK0246
 RK0246  VERT ORDER  -  SECOND    CLASS 0
 RK0246
 RK0246.The horizontal coordinates were scaled from a topographic map and have
 RK0246.an estimated accuracy of +/- 6 seconds.
 RK0246
 RK0246.The orthometric height was determined by differential leveling
 RK0246.and adjusted by the National Geodetic Survey in June 1991..
 RK0246
 RK0246.The geoid height was determined by GEOID03.
 RK0246
 RK0246.The dynamic height is computed by dividing the NAVD 88
 RK0246.geopotential number by the normal gravity value computed on the
 RK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0246.degrees latitude (g = 980.6199 gals.).
 RK0246
 RK0246.The modeled gravity was interpolated from observed gravity values.
 RK0246
 RK0246;                    North         East    Units  Estimated Accuracy
 RK0246;SPC MI N     -   183,670.    7,926,950.      MT  (+/- 180 meters Scaled)
 RK0246
 RK0246                          SUPERSEDED SURVEY CONTROL
 RK0246
 RK0246  NGVD 29 (??/??/92)  466.974  (m)         1532.06   (f) ADJ UNCH    2 0
 RK0246
 RK0246.Superseded values are not recommended for survey control.
 RK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0246.See file dsdata.txt to determine how the superseded data were derived.
 RK0246
 RK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS269424(NAD 83)
 RK0246_MARKER: DB = BENCH MARK DISK
 RK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0246_STAMPING: B 61 1934
 RK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0246+STABILITY: SURFACE MOTION
 RK0246
 RK0246  HISTORY     - Date     Condition        Report By
 RK0246  HISTORY     - 1934     MONUMENTED       CGS
 RK0246  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0246
 RK0246                          STATION DESCRIPTION
 RK0246
 RK0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0246'3 MI N FROM REPUBLIC.
 RK0246'3 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RK0246'RAILROAD FROM THE STATION AT REPUBLIC, MARQUETTE COUNTY, 6 RAILS
 RK0246'NORTH OF MILEPOST 340, 0.1 MILE SOUTH OF STATE HIGHWAY 45, AND
 RK0246'15 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 RK0246'DISK, STAMPED B 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0246
 RK0246                          STATION RECOVERY (1985)
 RK0246
 RK0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0009 ***********************************************************************
 SG0009  DESIGNATION -  B 62 RESET 1959
 SG0009  PID         -  SG0009
 SG0009  STATE/COUNTY-  MI/HOUGHTON
 SG0009  USGS QUAD   -  POINT MILLS (1975)
 SG0009
 SG0009                         *CURRENT SURVEY CONTROL
 SG0009  ___________________________________________________________________
 SG0009* NAD 83(1986)-  47 00 44.     (N)    088 29 49.     (W)     SCALED    
 SG0009* NAVD 88     -       184.24   (+/-2cm)     604.5    (feet)  VERTCON   
 SG0009  ___________________________________________________________________
 SG0009  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 SG0009
 SG0009  VERT ORDER  -  THIRD (See Below)
 SG0009
 SG0009.The horizontal coordinates were scaled from a topographic map and have
 SG0009.an estimated accuracy of +/- 6 seconds.
 SG0009
 SG0009.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0009.The vertical order pertains to the NGVD 29 superseded value.
 SG0009
 SG0009.The geoid height was determined by GEOID03.
 SG0009
 SG0009;                    North         East    Units  Estimated Accuracy
 SG0009;SPC MI N     -   248,810.    7,886,180.      MT  (+/- 180 meters Scaled)
 SG0009
 SG0009                          SUPERSEDED SURVEY CONTROL
 SG0009
 SG0009  NGVD 29 (03/27/06)  184.24   (m)          604.5    (f) RESET       3  
 SG0009
 SG0009.Superseded values are not recommended for survey control.
 SG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0009.See file dsdata.txt to determine how the superseded data were derived.
 SG0009
 SG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT862076(NAD 83)
 SG0009_MARKER: DB = BENCH MARK DISK
 SG0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0009_SP_SET: ABUTMENT
 SG0009_STAMPING: B 62 RESET 1959
 SG0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0009
 SG0009  HISTORY     - Date     Condition        Report By
 SG0009  HISTORY     - 1959     MONUMENTED       CGS
 SG0009
 SG0009                          STATION DESCRIPTION
 SG0009
 SG0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 SG0009'2.3 MI S FROM CHASSELL.
 SG0009'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM CHASSELL,
 SG0009'HOUGHTON COUNTY, AT A CONCRETE BRIDGE, IN THE SOUTHWEST ABUTMENT
 SG0009'5 INCHES EAST AND 4 INCHES SOUTH OF THE NORTHWEST CORNER OF SAID
 SG0009'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0280 ***********************************************************************
 RL0280  DESIGNATION -  B 63
 RL0280  PID         -  RL0280
 RL0280  STATE/COUNTY-  MI/IRON
 RL0280  USGS QUAD   -  BEECHWOOD (1981)
 RL0280
 RL0280                         *CURRENT SURVEY CONTROL
 RL0280  ___________________________________________________________________
 RL0280* NAD 83(1986)-  46 11 04.     (N)    088 49 27.     (W)     SCALED    
 RL0280* NAVD 88     -       478.600  (meters)    1570.21   (feet)  ADJUSTED  
 RL0280  ___________________________________________________________________
 RL0280  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 RL0280  DYNAMIC HT  -         478.609 (meters)    1570.24  (feet)  COMP
 RL0280  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 RL0280
 RL0280  VERT ORDER  -  SECOND    CLASS 0
 RL0280
 RL0280.The horizontal coordinates were scaled from a topographic map and have
 RL0280.an estimated accuracy of +/- 6 seconds.
 RL0280
 RL0280.The orthometric height was determined by differential leveling
 RL0280.and adjusted by the National Geodetic Survey in June 1991..
 RL0280
 RL0280.The geoid height was determined by GEOID03.
 RL0280
 RL0280.The dynamic height is computed by dividing the NAVD 88
 RL0280.geopotential number by the normal gravity value computed on the
 RL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0280.degrees latitude (g = 980.6199 gals.).
 RL0280
 RL0280.The modeled gravity was interpolated from observed gravity values.
 RL0280
 RL0280;                    North         East    Units  Estimated Accuracy
 RL0280;SPC MI N     -   157,350.    7,859,190.      MT  (+/- 180 meters Scaled)
 RL0280
 RL0280                          SUPERSEDED SURVEY CONTROL
 RL0280
 RL0280  NGVD 29 (??/??/92)  478.613  (m)         1570.25   (f) ADJ UNCH    2 0
 RL0280
 RL0280.Superseded values are not recommended for survey control.
 RL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0280.See file dsdata.txt to determine how the superseded data were derived.
 RL0280
 RL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS592161(NAD 83)
 RL0280_MARKER: DB = BENCH MARK DISK
 RL0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0280_STAMPING: B 63 1934
 RL0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0280+STABILITY: SURFACE MOTION
 RL0280
 RL0280  HISTORY     - Date     Condition        Report By
 RL0280  HISTORY     - 1934     MONUMENTED       CGS
 RL0280  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0280  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0280  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0280
 RL0280                          STATION DESCRIPTION
 RL0280
 RL0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0280'1.3 MI E FROM BASSWOOD.
 RL0280'1.3 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0280'BASSWOOD, IRON COUNTY, 11 RAILS WEST OF MILEPOST POWERS 80,
 RL0280'30 FEET EAST OF A COUNTY ROAD CROSSING, AND 25 FEET NORTH OF
 RL0280'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 63
 RL0280'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 RL0280'ABOVE GROUND.
 RL0280
 RL0280                          STATION RECOVERY (1978)
 RL0280
 RL0280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0280'MARK NOT FOUND.
 RL0280
 RL0280                          STATION RECOVERY (1997)
 RL0280
 RL0280'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0280'MARK NOT FOUND.
 RL0280
 RL0280                          STATION RECOVERY (2002)
 RL0280
 RL0280'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0059 ***********************************************************************
 SG0059  DESIGNATION -  B 65
 SG0059  PID         -  SG0059
 SG0059  STATE/COUNTY-  MI/HOUGHTON
 SG0059  USGS QUAD   -  HANCOCK (1975)
 SG0059
 SG0059                         *CURRENT SURVEY CONTROL
 SG0059  ___________________________________________________________________
 SG0059* NAD 83(1986)-  47 07 33.     (N)    088 34 58.     (W)     SCALED    
 SG0059* NAVD 88     -       210.804  (meters)     691.61   (feet)  ADJUSTED  
 SG0059  ___________________________________________________________________
 SG0059  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 SG0059  DYNAMIC HT  -         210.836 (meters)     691.72  (feet)  COMP
 SG0059  MODELED GRAV-     980,759.9   (mgal)                       NAVD 88
 SG0059
 SG0059  VERT ORDER  -  FIRST     CLASS II
 SG0059
 SG0059.The horizontal coordinates were scaled from a topographic map and have
 SG0059.an estimated accuracy of +/- 6 seconds.
 SG0059
 SG0059.The orthometric height was determined by differential leveling
 SG0059.and adjusted by the National Geodetic Survey in July 2002..
 SG0059
 SG0059.The geoid height was determined by GEOID03.
 SG0059
 SG0059.The dynamic height is computed by dividing the NAVD 88
 SG0059.geopotential number by the normal gravity value computed on the
 SG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0059.degrees latitude (g = 980.6199 gals.).
 SG0059
 SG0059.The modeled gravity was interpolated from observed gravity values.
 SG0059
 SG0059;                    North         East    Units  Estimated Accuracy
 SG0059;SPC MI N     -   261,570.    7,879,910.      MT  (+/- 180 meters Scaled)
 SG0059
 SG0059                          SUPERSEDED SURVEY CONTROL
 SG0059
 SG0059  NAVD 88 (06/15/91)  210.800  (m)          691.60   (f) UNKNOWN     1 2
 SG0059  NGVD 29 (??/??/92)  210.810  (m)          691.63   (f) ADJ UNCH    1 2
 SG0059
 SG0059.Superseded values are not recommended for survey control.
 SG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0059.See file dsdata.txt to determine how the superseded data were derived.
 SG0059
 SG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT799203(NAD 83)
 SG0059_MARKER: DB = BENCH MARK DISK
 SG0059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SG0059_SP_SET: STEP
 SG0059_STAMPING: B 65 1934
 SG0059_MARK LOGO: CGS   
 SG0059_PROJECTION: FLUSH
 SG0059_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SG0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0059+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 SG0059
 SG0059  HISTORY     - Date     Condition        Report By
 SG0059  HISTORY     - 1934     MONUMENTED       CGS
 SG0059  HISTORY     - 1942     GOOD             NGS
 SG0059  HISTORY     - 19960517 GOOD             USPSQD
 SG0059  HISTORY     - 19960709 GOOD             NGS
 SG0059  HISTORY     - 19980929 GOOD             MIDT
 SG0059
 SG0059                          STATION DESCRIPTION
 SG0059
 SG0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0059'AT HANCOCK.
 SG0059'AT HANCOCK, HOUGHTON COUNTY, ON QUINCY STREET, AT THE ENTRANCE TO
 SG0059'THE FIRST NATIONAL BANK, AT THE RIGHT SIDE OF THE DOOR, AND IN A
 SG0059'STEP.  A STANDARD DISK, STAMPED B 65 1934.
 SG0059
 SG0059                          STATION RECOVERY (1942)
 SG0059
 SG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 SG0059'RECOVERED IN GOOD CONDITION.
 SG0059
 SG0059                          STATION RECOVERY (1996)
 SG0059
 SG0059'RECOVERY NOTE BY US POWER SQUADRON 1996
 SG0059'RECOVERED IN GOOD CONDITION.
 SG0059
 SG0059                          STATION RECOVERY (1996)
 SG0059
 SG0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0059'IN HANCOCK, AT THE INTERSECTION OF QUINCY AND RAVINE STREETS, NEAR THE
 SG0059'WEST END OF A CONCRETE STEP AT THE ENTRANCE TO A BRICK BUILDING, 14.8
 SG0059'M (48.6 FT) EAST OF THE CENTER OF RAVINE STREET, 9.3 M (30.5 FT) SOUTH
 SG0059'OF THE CENTER OF QUINCY STREET, 1.4 M (4.6 FT) WEST OF THE CENTER OF A
 SG0059'DOOR, 0.3 M (1.0 FT) NORTH OF THE NORTH FACE OF THE BUILDING, AND 0.3
 SG0059'M (1.0 FT) ABOVE THE LEVEL OF QUINCY STREET.
 SG0059
 SG0059                          STATION RECOVERY (1998)
 SG0059
 SG0059'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0059'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0035 ***********************************************************************
 SG0035  DESIGNATION -  B 66
 SG0035  PID         -  SG0035
 SG0035  STATE/COUNTY-  MI/KEWEENAW
 SG0035  USGS QUAD   -  DELAWARE (1997)
 SG0035
 SG0035                         *CURRENT SURVEY CONTROL
 SG0035  ___________________________________________________________________
 SG0035* NAD 83(1986)-  47 25 08.     (N)    088 07 18.     (W)     SCALED    
 SG0035* NAVD 88     -       338.915  (meters)    1111.92   (feet)  ADJUSTED  
 SG0035  ___________________________________________________________________
 SG0035  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 SG0035  DYNAMIC HT  -         338.969 (meters)    1112.10  (feet)  COMP
 SG0035  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 SG0035
 SG0035  VERT ORDER  -  FIRST     CLASS II
 SG0035
 SG0035.The horizontal coordinates were scaled from a topographic map and have
 SG0035.an estimated accuracy of +/- 6 seconds.
 SG0035
 SG0035.The orthometric height was determined by differential leveling
 SG0035.and adjusted by the National Geodetic Survey in June 1991..
 SG0035
 SG0035.The geoid height was determined by GEOID03.
 SG0035
 SG0035.The dynamic height is computed by dividing the NAVD 88
 SG0035.geopotential number by the normal gravity value computed on the
 SG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0035.degrees latitude (g = 980.6199 gals.).
 SG0035
 SG0035.The modeled gravity was interpolated from observed gravity values.
 SG0035
 SG0035;                    North         East    Units  Estimated Accuracy
 SG0035;SPC MI N     -   293,550.    7,915,350.      MT  (+/- 180 meters Scaled)
 SG0035
 SG0035                          SUPERSEDED SURVEY CONTROL
 SG0035
 SG0035  NGVD 29 (??/??/92)  338.911  (m)         1111.91   (f) ADJ UNCH    1 2
 SG0035
 SG0035.Superseded values are not recommended for survey control.
 SG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0035.See file dsdata.txt to determine how the superseded data were derived.
 SG0035
 SG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT153523(NAD 83)
 SG0035_MARKER: DB = BENCH MARK DISK
 SG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0035_STAMPING: B 66 1934
 SG0035_MARK LOGO: CGS   
 SG0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0035+STABILITY: SURFACE MOTION
 SG0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0035+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 SG0035
 SG0035  HISTORY     - Date     Condition        Report By
 SG0035  HISTORY     - 1934     MONUMENTED       CGS
 SG0035  HISTORY     - 19941228 GOOD             MIDT
 SG0035  HISTORY     - 19960717 GOOD             NGS
 SG0035  HISTORY     - 20010912 GOOD             USPSQD
 SG0035  HISTORY     - 20031013 GOOD             GEOCAC
 SG0035
 SG0035                          STATION DESCRIPTION
 SG0035
 SG0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0035'15 MI N FROM MOHAWK.
 SG0035'ABOUT 15 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0035'COUNTY, 25 FEET EAST OF HIGHWAY STATION 440+00, 25 FEET EAST
 SG0035'OF A 3-FOOT BOULDER EMBEDDED IN THE NORTH SIDE OF A CUT SLOPE,
 SG0035'IN A CLUMP OF HARD MAPLE TREES, 7 FEET NORTH OF THE TOP OF A
 SG0035'SLOPE OF A 3-FOOT CUT, AND 40 FEET NORTH OF THE CENTERLINE OF
 SG0035'THE HIGHWAY.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN THE
 SG0035'TOP OF A CONCRETE POST.
 SG0035
 SG0035                          STATION RECOVERY (1994)
 SG0035
 SG0035'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0035'RECOVERED AS DESCRIBED.
 SG0035
 SG0035                          STATION RECOVERY (1996)
 SG0035
 SG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0035'12.8 KM (7.95 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 SG0035'STATE HIGHWAY 26 IN PHOENIX, 114.0 M (374.0 FT) EAST OF THE CENTER OF
 SG0035'A CULVERT UNDER THE HIGHWAY, 8.6 M (28.2 FT) NORTH OF THE HIGHWAY
 SG0035'CENTERLINE, 2.4 M (7.9 FT) EAST OF AN 8-INCH PINE TREE WITH B 66
 SG0035'PAINTED ON THE SOUTH SIDE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 SG0035'HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT
 SG0035'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 SG0035
 SG0035                          STATION RECOVERY (2001)
 SG0035
 SG0035'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0035'DUE TO HWY RECONSTRUCTION THE MARK NOW LAYS 60 FT NORTH OF THE
 SG0035'CENTERLINE OF THE HWY INSTEAD OF 28 FT AS IN PREVIOUS DECRIPTION.
 SG0035
 SG0035                          STATION RECOVERY (2003)
 SG0035
 SG0035'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0035'NAD 83(1986)-  47 25 08.3 (N) -   088 07 16.1 (W) HANDHELD GPS
 SG0035' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0938 ***********************************************************************
 RL0938  DESIGNATION -  B 67
 RL0938  PID         -  RL0938
 RL0938  STATE/COUNTY-  MI/GOGEBIC
 RL0938  USGS QUAD   -  LAND O' LAKES (1982)
 RL0938
 RL0938                         *CURRENT SURVEY CONTROL
 RL0938  ___________________________________________________________________
 RL0938* NAD 83(1986)-  46 12 27.     (N)    089 10 31.     (W)     SCALED    
 RL0938* NAVD 88     -       511.723  (meters)    1678.88   (feet)  ADJUSTED  
 RL0938  ___________________________________________________________________
 RL0938  GEOID HEIGHT-         -31.32  (meters)                     GEOID03
 RL0938  DYNAMIC HT  -         511.727 (meters)    1678.89  (feet)  COMP
 RL0938  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 RL0938
 RL0938  VERT ORDER  -  SECOND    CLASS 0
 RL0938
 RL0938.The horizontal coordinates were scaled from a topographic map and have
 RL0938.an estimated accuracy of +/- 6 seconds.
 RL0938
 RL0938.The orthometric height was determined by differential leveling
 RL0938.and adjusted by the National Geodetic Survey in June 1991..
 RL0938
 RL0938.The geoid height was determined by GEOID03.
 RL0938
 RL0938.The dynamic height is computed by dividing the NAVD 88
 RL0938.geopotential number by the normal gravity value computed on the
 RL0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0938.degrees latitude (g = 980.6199 gals.).
 RL0938
 RL0938.The modeled gravity was interpolated from observed gravity values.
 RL0938
 RL0938;                    North         East    Units  Estimated Accuracy
 RL0938;SPC MI N     -   160,590.    7,832,160.      MT  (+/- 180 meters Scaled)
 RL0938
 RL0938                          SUPERSEDED SURVEY CONTROL
 RL0938
 RL0938  NGVD 29 (??/??/92)  511.742  (m)         1678.94   (f) ADJ UNCH    2 0
 RL0938
 RL0938.Superseded values are not recommended for survey control.
 RL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0938.See file dsdata.txt to determine how the superseded data were derived.
 RL0938
 RL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS321194(NAD 83)
 RL0938_MARKER: DB = BENCH MARK DISK
 RL0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0938_STAMPING: B 67 1934
 RL0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0938+STABILITY: SURFACE MOTION
 RL0938
 RL0938  HISTORY     - Date     Condition        Report By
 RL0938  HISTORY     - 1934     MONUMENTED       CGS
 RL0938  HISTORY     - 20001115 MARK NOT FOUND   MIDT
 RL0938
 RL0938                          STATION DESCRIPTION
 RL0938
 RL0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0938'4.4 MI S FROM WATERSMEET.
 RL0938'4.4 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0938'OF U.S. HIGHWAY 2 AT WATERSMEET, GOGEBIC COUNTY, AT THE CROSSING
 RL0938'OF A ROW OF POWER-TRANSMISSION LINE POLES, 40 FEET WEST OF A
 RL0938'POLE, AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 RL0938'STANDARD DISK, STAMPED B 67 1934 AND SET IN THE TOP OF A CONCRETE
 RL0938'POST PROJECTING 4 INCHES ABOVE GROUND.
 RL0938
 RL0938                          STATION RECOVERY (2000)
 RL0938
 RL0938'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0938'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0470 ***********************************************************************
 NE0470  DESIGNATION -  B 75
 NE0470  PID         -  NE0470
 NE0470  STATE/COUNTY-  MI/WAYNE
 NE0470  USGS QUAD   -  WAYNE (1980)
 NE0470
 NE0470                         *CURRENT SURVEY CONTROL
 NE0470  ___________________________________________________________________
 NE0470* NAD 83(1986)-  42 15 40.     (N)    083 29 12.     (W)     SCALED    
 NE0470* NAVD 88     -       211.550  (meters)     694.06   (feet)  ADJUSTED  
 NE0470  ___________________________________________________________________
 NE0470  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 NE0470  DYNAMIC HT  -         211.485 (meters)     693.85  (feet)  COMP
 NE0470  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NE0470
 NE0470  VERT ORDER  -  FIRST     CLASS II
 NE0470
 NE0470.The horizontal coordinates were scaled from a topographic map and have
 NE0470.an estimated accuracy of +/- 6 seconds.
 NE0470
 NE0470.The orthometric height was determined by differential leveling
 NE0470.and adjusted by the National Geodetic Survey in June 1991..
 NE0470
 NE0470.The geoid height was determined by GEOID03.
 NE0470
 NE0470.The dynamic height is computed by dividing the NAVD 88
 NE0470.geopotential number by the normal gravity value computed on the
 NE0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0470.degrees latitude (g = 980.6199 gals.).
 NE0470
 NE0470.The modeled gravity was interpolated from observed gravity values.
 NE0470
 NE0470;                    North         East    Units  Estimated Accuracy
 NE0470;SPC MI S     -    84,920.    4,072,610.      MT  (+/- 180 meters Scaled)
 NE0470
 NE0470                          SUPERSEDED SURVEY CONTROL
 NE0470
 NE0470  NGVD 29 (01/19/93)  211.683  (m)          694.50   (f) ADJUSTED    1 2
 NE0470
 NE0470.Superseded values are not recommended for survey control.
 NE0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0470.See file dsdata.txt to determine how the superseded data were derived.
 NE0470
 NE0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG948817(NAD 83)
 NE0470_MARKER: DB = BENCH MARK DISK
 NE0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0470_SP_SET: WINGWALL
 NE0470_STAMPING: B 75 1960
 NE0470_MARK LOGO: CGS   
 NE0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0470+STABILITY: SURFACE MOTION
 NE0470
 NE0470  HISTORY     - Date     Condition        Report By
 NE0470  HISTORY     - 1960     MONUMENTED       CGS
 NE0470  HISTORY     - 1983     GOOD             LOCSUR
 NE0470  HISTORY     - 1985     GOOD             NGS
 NE0470  HISTORY     - 1989     GOOD             USPSQD
 NE0470
 NE0470                          STATION DESCRIPTION
 NE0470
 NE0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE0470'3.5 MI N FROM BELLEVILLE.
 NE0470'LOCATED ALONG THE NEW YORK CENTRAL RAILROAD, 5.7 FEET WEST OF
 NE0470'THE STATION AT WAYNE, AT THE INTERSECTION OF BELLEVILLE ROAD.
 NE0470'37 FEET EAST OF THE CENTERLINE OF BELLEVILLE ROAD AND 18.5 FEET
 NE0470'SOUTH OF SOUTH RAIL.  A STANDARD DISK CEMENTED IN THE TOP OF
 NE0470'THE SOUTHEAST L SHAPED WING WALL OF BRIDGE OVER BELLEVILLE
 NE0470'ROAD AND 2 FEET NORTH OF SOUTHEAST CORNER OF WING WALL.  STAMPED
 NE0470'B 75 1960.
 NE0470
 NE0470                          STATION RECOVERY (1983)
 NE0470
 NE0470'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0470'RECOVERED IN GOOD CONDITION.
 NE0470
 NE0470                          STATION RECOVERY (1985)
 NE0470
 NE0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0470'RECOVERED IN GOOD CONDITION.
 NE0470
 NE0470                          STATION RECOVERY (1989)
 NE0470
 NE0470'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0171 ***********************************************************************
 QK0171  DESIGNATION -  B 76
 QK0171  PID         -  QK0171
 QK0171  STATE/COUNTY-  MI/EMMET
 QK0171  USGS QUAD   -  ST IGNACE (1976)
 QK0171
 QK0171                         *CURRENT SURVEY CONTROL
 QK0171  ___________________________________________________________________
 QK0171* NAD 83(1986)-  45 46 02.     (N)    084 44 40.     (W)     SCALED    
 QK0171* NAVD 88     -       196.549  (meters)     644.84   (feet)  ADJUSTED  
 QK0171  ___________________________________________________________________
 QK0171  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0171  DYNAMIC HT  -         196.554 (meters)     644.86  (feet)  COMP
 QK0171  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 QK0171
 QK0171  VERT ORDER  -  SECOND    CLASS 0
 QK0171
 QK0171.The horizontal coordinates were scaled from a topographic map and have
 QK0171.an estimated accuracy of +/- 6 seconds.
 QK0171
 QK0171.The orthometric height was determined by differential leveling
 QK0171.and adjusted by the National Geodetic Survey in June 1991..
 QK0171
 QK0171.The geoid height was determined by GEOID03.
 QK0171
 QK0171.The dynamic height is computed by dividing the NAVD 88
 QK0171.geopotential number by the normal gravity value computed on the
 QK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0171.degrees latitude (g = 980.6199 gals.).
 QK0171
 QK0171.The modeled gravity was interpolated from observed gravity values.
 QK0171
 QK0171;                    North         East    Units  Estimated Accuracy
 QK0171;SPC MI C     -   272,390.    5,970,610.      MT  (+/- 180 meters Scaled)
 QK0171
 QK0171                          SUPERSEDED SURVEY CONTROL
 QK0171
 QK0171  NGVD 29 (??/??/92)  196.559  (m)          644.88   (f) ADJ UNCH    2 0
 QK0171
 QK0171.Superseded values are not recommended for survey control.
 QK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0171.See file dsdata.txt to determine how the superseded data were derived.
 QK0171
 QK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR753706(NAD 83)
 QK0171_MARKER: DB = BENCH MARK DISK
 QK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0171_STAMPING: B 76 1934
 QK0171_MARK LOGO: CGS   
 QK0171_PROJECTION: FLUSH
 QK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0171+STABILITY: SURFACE MOTION
 QK0171
 QK0171  HISTORY     - Date     Condition        Report By
 QK0171  HISTORY     - 1934     MONUMENTED       CGS
 QK0171  HISTORY     - 1963     GOOD             LPCO
 QK0171  HISTORY     - 1983     GOOD             NGS
 QK0171
 QK0171                          STATION DESCRIPTION
 QK0171
 QK0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0171'1.4 MI S FROM MACKINAW CITY.
 QK0171'IN EMMET COUNTY, 1.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 QK0171'FROM THE STATION AT MACKINAW CITY, CHEBOYGAN COUNTY, 0.3 MILE
 QK0171'NORTH OF MILEPOST 458, 30 YARDS NORTHEAST OF A TWO-ROOM HOME,
 QK0171'19 YARDS NORTHWEST OF THE CENTER OF A ROAD CROSSING, 12 YARDS
 QK0171'NORTH OF THE CENTERLINE OF THE ROAD, 15 YARDS WEST OF THE WEST
 QK0171'RAIL, AND 4-1/2 YARDS SOUTHEAST OF TELEPHONE POLE 9334-1/2.  A
 QK0171'STANDARD DISK, STAMPED B 76 1934 AND SET IN THE TOP OF A CONCRETE
 QK0171'POST PROJECTING 3 INCHES ABOVE GROUND.
 QK0171
 QK0171                          STATION RECOVERY (1963)
 QK0171
 QK0171'RECOVERY NOTE BY LAKEHEAD PIPELINE COMPANY 1963
 QK0171'RECOVERED IN GOOD CONDITION.
 QK0171
 QK0171                          STATION RECOVERY (1983)
 QK0171
 QK0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0171'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO IN 1983.  NEW
 QK0171'DESCRIPTION FOLLOWS.  2.25 KM (1.4 MI) SOUTH ALONG THE MICHIGAN
 QK0171'NORTHERN RAILROAD FROM THE STATION IN MACKINAW CITY, 0.48 KM (0.3 MI)
 QK0171'NORTH OF MILEPOST 458, AT A ROAD CROSSING, 17.37 METERS (57.0 FT)
 QK0171'NORTHWEST OF THE ROAD CROSSING, 10.97 METERS (36.0 FT) NORTH OF THE
 QK0171'CENTER OF THE ROAD, AND 13.71 METERS (45.0 FT) WEST OF THE WEST RAIL.
 QK0171'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 QK0171'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0308 ***********************************************************************
 QK0308  DESIGNATION -  B 77
 QK0308  PID         -  QK0308
 QK0308  STATE/COUNTY-  MI/CHARLEVOIX
 QK0308  USGS QUAD   -  
 QK0308
 QK0308                         *CURRENT SURVEY CONTROL
 QK0308  ___________________________________________________________________
 QK0308* NAD 83(1986)-  45 18 57.     (N)    085 14 44.     (W)     SCALED    
 QK0308* NAVD 88     -       180.068  (meters)     590.77   (feet)  ADJUSTED  
 QK0308  ___________________________________________________________________
 QK0308  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0308  DYNAMIC HT  -         180.062 (meters)     590.75  (feet)  COMP
 QK0308  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 QK0308
 QK0308  VERT ORDER  -  FIRST     CLASS II
 QK0308
 QK0308.The horizontal coordinates were scaled from a topographic map and have
 QK0308.an estimated accuracy of +/- 6 seconds.
 QK0308
 QK0308.The orthometric height was determined by differential leveling
 QK0308.and adjusted by the National Geodetic Survey in June 1991..
 QK0308
 QK0308.The geoid height was determined by GEOID03.
 QK0308
 QK0308.The dynamic height is computed by dividing the NAVD 88
 QK0308.geopotential number by the normal gravity value computed on the
 QK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0308.degrees latitude (g = 980.6199 gals.).
 QK0308
 QK0308.The modeled gravity was interpolated from observed gravity values.
 QK0308
 QK0308;                    North         East    Units  Estimated Accuracy
 QK0308;SPC MI C     -   222,520.    5,931,090.      MT  (+/- 180 meters Scaled)
 QK0308
 QK0308                          SUPERSEDED SURVEY CONTROL
 QK0308
 QK0308  NGVD 29 (??/??/92)  180.152  (m)          591.05   (f) ADJ UNCH    1 2
 QK0308
 QK0308.Superseded values are not recommended for survey control.
 QK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0308.See file dsdata.txt to determine how the superseded data were derived.
 QK0308
 QK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR375195(NAD 83)
 QK0308_MARKER: DB = BENCH MARK DISK
 QK0308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0308_STAMPING: B 77 1934
 QK0308_MARK LOGO: CGS   
 QK0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0308
 QK0308  HISTORY     - Date     Condition        Report By
 QK0308  HISTORY     - 1934     MONUMENTED       CGS
 QK0308  HISTORY     - 1944     GOOD             NGS
 QK0308  HISTORY     - 1984     GOOD             NGS
 QK0308  HISTORY     - 1988     GOOD             USPSQD
 QK0308
 QK0308                          STATION DESCRIPTION
 QK0308
 QK0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 QK0308'AT CHARLEVOIX.
 QK0308'AT CHARLEVOIX, CHARLEVOIX COUNTY, ON THE CHESAPEAKE AND OHIO
 QK0308'RAILWAY, 0.2 MILE SOUTH OF THE STATION, AT THE DRAWBRIDGE OVER
 QK0308'THE OUTLET FROM LAKE CHARLEVOIX TO LAKE MICHIGAN, AT THE NORTH
 QK0308'ABUTMENT, IN THE CENTER OF THE TOP OF THE SECOND STEP FROM THE
 QK0308'TOP OF THE WEST SIDE, 3-1/2 YARDS WEST OF THE WEST RAIL, AND
 QK0308'3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED B 77 1934.
 QK0308
 QK0308                          STATION RECOVERY (1984)
 QK0308
 QK0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0308'RECOVERED IN GOOD CONDITION.  NOTE, RAILROAD DRAWBRIDGE HAS BEEN
 QK0308'REMOVED, THE BENCH MARK ON THE COAST GUARD PROPERTY.
 QK0308
 QK0308                          STATION RECOVERY (1988)
 QK0308
 QK0308'RECOVERY NOTE BY US POWER SQUADRON 1988 (WH)
 QK0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0185 ***********************************************************************
 PL0185  DESIGNATION -  B 78
 PL0185  PID         -  PL0185
 PL0185  STATE/COUNTY-  MI/KALKASKA
 PL0185  USGS QUAD   -  LEETSVILLE (1985)
 PL0185
 PL0185                         *CURRENT SURVEY CONTROL
 PL0185  ___________________________________________________________________
 PL0185* NAD 83(1986)-  44 46 01.     (N)    085 12 56.     (W)     SCALED    
 PL0185* NAVD 88     -       273.224  (meters)     896.40   (feet)  ADJUSTED  
 PL0185  ___________________________________________________________________
 PL0185  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 PL0185  DYNAMIC HT  -         273.204 (meters)     896.34  (feet)  COMP
 PL0185  MODELED GRAV-     980,535.8   (mgal)                       NAVD 88
 PL0185
 PL0185  VERT ORDER  -  SECOND    CLASS 0
 PL0185
 PL0185.The horizontal coordinates were scaled from a topographic map and have
 PL0185.an estimated accuracy of +/- 6 seconds.
 PL0185
 PL0185.The orthometric height was determined by differential leveling
 PL0185.and adjusted by the National Geodetic Survey in June 1991..
 PL0185
 PL0185.The geoid height was determined by GEOID03.
 PL0185
 PL0185.The dynamic height is computed by dividing the NAVD 88
 PL0185.geopotential number by the normal gravity value computed on the
 PL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0185.degrees latitude (g = 980.6199 gals.).
 PL0185
 PL0185.The modeled gravity was interpolated from observed gravity values.
 PL0185
 PL0185;                    North         East    Units  Estimated Accuracy
 PL0185;SPC MI C     -   161,510.    5,932,800.      MT  (+/- 180 meters Scaled)
 PL0185
 PL0185                          SUPERSEDED SURVEY CONTROL
 PL0185
 PL0185  NGVD 29 (??/??/92)  273.323  (m)          896.73   (f) ADJ UNCH    2 0
 PL0185
 PL0185.Superseded values are not recommended for survey control.
 PL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0185.See file dsdata.txt to determine how the superseded data were derived.
 PL0185
 PL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ412586(NAD 83)
 PL0185_MARKER: DB = BENCH MARK DISK
 PL0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0185_STAMPING: B 78 1934
 PL0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0185+STABILITY: SURFACE MOTION
 PL0185
 PL0185  HISTORY     - Date     Condition        Report By
 PL0185  HISTORY     - 1934     MONUMENTED       CGS
 PL0185  HISTORY     - 1949     GOOD             NGS
 PL0185  HISTORY     - 19971105 MARK NOT FOUND   USPSQD
 PL0185  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0185
 PL0185                          STATION DESCRIPTION
 PL0185
 PL0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0185'4.1 MI NW FROM KALKASKA.
 PL0185'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 72 FROM KALKASKA,
 PL0185'KALKASKA COUNTY, AT THE JUNCTION OF A COUNTY HIGHWAY LEADING TO
 PL0185'RAPID CITY, 5 YARDS NORTH AND 1 YARD EAST OF A YELLOW SIGN
 PL0185'POINTING THE DIRECTIONS TO KALKASKA, TRAVERSE CITY AND RAPID
 PL0185'CITY, 6 YARDS SOUTH OF THE CENTERLINE OF THE COUNTY HIGHWAY
 PL0185'LEADING TO RAPID CITY, 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE,
 PL0185'AND IN A GRASS FIELD.  A STANDARD DISK, STAMPED B 78 1934 AND SET
 PL0185'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PL0185
 PL0185                          STATION RECOVERY (1997)
 PL0185
 PL0185'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0185'MARK NOT FOUND.
 PL0185
 PL0185                          STATION RECOVERY (2001)
 PL0185
 PL0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0155 ***********************************************************************
 QK0155  DESIGNATION -  B 79
 QK0155  PID         -  QK0155
 QK0155  STATE/COUNTY-  MI/OTSEGO
 QK0155  USGS QUAD   -  ELMIRA (1986)
 QK0155
 QK0155                         *CURRENT SURVEY CONTROL
 QK0155  ___________________________________________________________________
 QK0155* NAD 83(1986)-  45 02 55.     (N)    084 45 20.     (W)     SCALED    
 QK0155* NAVD 88     -       415.804  (meters)    1364.18   (feet)  ADJUSTED  
 QK0155  ___________________________________________________________________
 QK0155  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 QK0155  DYNAMIC HT  -         415.759 (meters)    1364.04  (feet)  COMP
 QK0155  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 QK0155
 QK0155  VERT ORDER  -  SECOND    CLASS 0
 QK0155
 QK0155.The horizontal coordinates were scaled from a topographic map and have
 QK0155.an estimated accuracy of +/- 6 seconds.
 QK0155
 QK0155.The orthometric height was determined by differential leveling
 QK0155.and adjusted by the National Geodetic Survey in June 1991..
 QK0155
 QK0155.The geoid height was determined by GEOID03.
 QK0155
 QK0155.The dynamic height is computed by dividing the NAVD 88
 QK0155.geopotential number by the normal gravity value computed on the
 QK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0155.degrees latitude (g = 980.6199 gals.).
 QK0155
 QK0155.The modeled gravity was interpolated from observed gravity values.
 QK0155
 QK0155;                    North         East    Units  Estimated Accuracy
 QK0155;SPC MI C     -   192,530.    5,969,370.      MT  (+/- 180 meters Scaled)
 QK0155
 QK0155                          SUPERSEDED SURVEY CONTROL
 QK0155
 QK0155  NGVD 29 (??/??/92)  415.889  (m)         1364.46   (f) ADJ UNCH    2 0
 QK0155
 QK0155.Superseded values are not recommended for survey control.
 QK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0155.See file dsdata.txt to determine how the superseded data were derived.
 QK0155
 QK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ767908(NAD 83)
 QK0155_MARKER: DB = BENCH MARK DISK
 QK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0155_STAMPING: B 79 1934
 QK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0155+STABILITY: SURFACE MOTION
 QK0155
 QK0155  HISTORY     - Date     Condition        Report By
 QK0155  HISTORY     - 1934     MONUMENTED       CGS
 QK0155  HISTORY     - 1938     GOOD             NGS
 QK0155  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0155
 QK0155                          STATION DESCRIPTION
 QK0155
 QK0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0155'4.2 MI W FROM GAYLORD.
 QK0155'4.2 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0155'STATION AT GAYLORD, OTSEGO COUNTY, 125 YARDS SOUTH OF A
 QK0155'TWO-STORY UNPAINTED HOUSE, ON THE RIGHT-OF-WAY OF THE RURAL
 QK0155'ELECTRIC CO. POWER LINE, 31 YARDS SOUTHEAST OF A POWER-LINE
 QK0155'POLE, AT A DIRT-ROAD CROSSING, 14 YARDS NORTH OF THE CENTERLINE
 QK0155'OF THE OLD RAILROAD ROADBED, 10 YARDS EAST OF THE CENTERLINE
 QK0155'OF THE ROAD, 1-1/2 YARDS SOUTH OF A WIRE FENCE, AND LEVEL WITH
 QK0155'THE ROAD.  A STANDARD DISK, STAMPED B 79 1934 AND SET IN THE
 QK0155'TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.
 QK0155
 QK0155                          STATION RECOVERY (1996)
 QK0155
 QK0155'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0031 ***********************************************************************
 PL0031  DESIGNATION -  B 81
 PL0031  PID         -  PL0031
 PL0031  STATE/COUNTY-  MI/OSCODA
 PL0031  USGS QUAD   -  MIO (1972)
 PL0031
 PL0031                         *CURRENT SURVEY CONTROL
 PL0031  ___________________________________________________________________
 PL0031* NAD 83(1986)-  44 39 36.     (N)    084 07 46.     (W)     SCALED    
 PL0031* NAVD 88     -       286.393  (meters)     939.61   (feet)  ADJUSTED  
 PL0031  ___________________________________________________________________
 PL0031  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 PL0031  DYNAMIC HT  -         286.358 (meters)     939.49  (feet)  COMP
 PL0031  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 PL0031
 PL0031  VERT ORDER  -  SECOND    CLASS 0
 PL0031
 PL0031.The horizontal coordinates were scaled from a topographic map and have
 PL0031.an estimated accuracy of +/- 6 seconds.
 PL0031
 PL0031.The orthometric height was determined by differential leveling
 PL0031.and adjusted by the National Geodetic Survey in June 1991..
 PL0031
 PL0031.The geoid height was determined by GEOID03.
 PL0031
 PL0031.The dynamic height is computed by dividing the NAVD 88
 PL0031.geopotential number by the normal gravity value computed on the
 PL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0031.degrees latitude (g = 980.6199 gals.).
 PL0031
 PL0031.The modeled gravity was interpolated from observed gravity values.
 PL0031
 PL0031;                    North         East    Units  Estimated Accuracy
 PL0031;SPC MI C     -   149,300.    6,018,810.      MT  (+/- 180 meters Scaled)
 PL0031
 PL0031                          SUPERSEDED SURVEY CONTROL
 PL0031
 PL0031  NGVD 29 (??/??/92)  286.531  (m)          940.06   (f) ADJ UNCH    2 0
 PL0031
 PL0031.Superseded values are not recommended for survey control.
 PL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0031.See file dsdata.txt to determine how the superseded data were derived.
 PL0031
 PL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ275491(NAD 83)
 PL0031_MARKER: DB = BENCH MARK DISK
 PL0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0031_SP_SET: BRIDGE ABUTMENT
 PL0031_STAMPING: B 81 1934
 PL0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0031
 PL0031  HISTORY     - Date     Condition        Report By
 PL0031  HISTORY     - 1934     MONUMENTED       CGS
 PL0031  HISTORY     - 1950     GOOD             NGS
 PL0031  HISTORY     - 19950405 MARK NOT FOUND   RBNF
 PL0031  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0031
 PL0031                          STATION DESCRIPTION
 PL0031
 PL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PL0031'0.6 MI N FROM MIO.
 PL0031'0.6 MILE NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0031'MIO, OSCODA COUNTY, AT THE BRIDGE OVER AU SABLE RIVER, IN THE TOP
 PL0031'OF THE EAST END OF THE NORTH ABUTMENT, 22 FEET EAST OF THE
 PL0031'CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.
 PL0031'A STANDARD DISK, STAMPED B 81 1934.
 PL0031
 PL0031                          STATION RECOVERY (1995)
 PL0031
 PL0031'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1995
 PL0031'MARK NOT FOUND.
 PL0031
 PL0031                          STATION RECOVERY (2001)
 PL0031
 PL0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0103 ***********************************************************************
 PK0103  DESIGNATION -  B 83
 PK0103  PID         -  PK0103
 PK0103  STATE/COUNTY-  MI/OSCODA
 PK0103  USGS QUAD   -  MC KINLEY (1972)
 PK0103
 PK0103                         *CURRENT SURVEY CONTROL
 PK0103  ___________________________________________________________________
 PK0103* NAD 83(1986)-  44 43 16.     (N)    083 57 58.     (W)     SCALED    
 PK0103* NAVD 88     -       326.866  (meters)    1072.39   (feet)  ADJUSTED  
 PK0103  ___________________________________________________________________
 PK0103  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 PK0103  DYNAMIC HT  -         326.827 (meters)    1072.26  (feet)  COMP
 PK0103  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 PK0103
 PK0103  VERT ORDER  -  SECOND    CLASS 0
 PK0103
 PK0103.The horizontal coordinates were scaled from a topographic map and have
 PK0103.an estimated accuracy of +/- 6 seconds.
 PK0103
 PK0103.The orthometric height was determined by differential leveling
 PK0103.and adjusted by the National Geodetic Survey in June 1991..
 PK0103
 PK0103.The geoid height was determined by GEOID03.
 PK0103
 PK0103.The dynamic height is computed by dividing the NAVD 88
 PK0103.geopotential number by the normal gravity value computed on the
 PK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0103.degrees latitude (g = 980.6199 gals.).
 PK0103
 PK0103.The modeled gravity was interpolated from observed gravity values.
 PK0103
 PK0103;                    North         East    Units  Estimated Accuracy
 PK0103;SPC MI C     -   156,140.    6,031,730.      MT  (+/- 180 meters Scaled)
 PK0103
 PK0103                          SUPERSEDED SURVEY CONTROL
 PK0103
 PK0103  NGVD 29 (??/??/92)  327.011  (m)         1072.87   (f) ADJ UNCH    2 0
 PK0103
 PK0103.Superseded values are not recommended for survey control.
 PK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0103.See file dsdata.txt to determine how the superseded data were derived.
 PK0103
 PK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK650562(NAD 83)
 PK0103_MARKER: DB = BENCH MARK DISK
 PK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0103_STAMPING: B 83 1934
 PK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0103+STABILITY: SURFACE MOTION
 PK0103
 PK0103  HISTORY     - Date     Condition        Report By
 PK0103  HISTORY     - 1934     MONUMENTED       CGS
 PK0103  HISTORY     - 1972     MARK NOT FOUND   USGS
 PK0103  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PK0103
 PK0103                          STATION DESCRIPTION
 PK0103
 PK0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0103'4.4 MI E FROM FAIRVIEW.
 PK0103'4.4 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0103'FAIRVIEW, OSCODA COUNTY, 19 FEET WEST OF THE CENTERLINE OF A
 PK0103'T-ROAD LEADING NORTH, 32 FEET NORTH OF THE CENTERLINE OF THE
 PK0103'HIGHWAY, 5 FEET EAST OF A POLE, AND 1 FOOT HIGHER THAN THE
 PK0103'HIGHWAY. A STANDARD DISK, STAMPED B 83 1934 AND SET IN THE TOP
 PK0103'OF A CONCRETE POST.  NOTE-- MARK BELIEVED DESTROYED WHEN NEW
 PK0103'HIGHWAY 72 WAS CONSTRUCTED.
 PK0103
 PK0103                          STATION RECOVERY (1972)
 PK0103
 PK0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PK0103'MARK NOT FOUND.
 PK0103
 PK0103                          STATION RECOVERY (2001)
 PK0103
 PK0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PK0103'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0175 ***********************************************************************
 OK0175  DESIGNATION -  B 85
 OK0175  PID         -  OK0175
 OK0175  STATE/COUNTY-  MI/MONTCALM
 OK0175  USGS QUAD   -  VESTABURG (1979)
 OK0175
 OK0175                         *CURRENT SURVEY CONTROL
 OK0175  ___________________________________________________________________
 OK0175* NAD 83(1986)-  43 24 07.     (N)    084 59 05.     (W)     SCALED    
 OK0175* NAVD 88     -       275.264  (meters)     903.10   (feet)  ADJUSTED  
 OK0175  ___________________________________________________________________
 OK0175  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 OK0175  DYNAMIC HT  -         275.213 (meters)     902.93  (feet)  COMP
 OK0175  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 OK0175
 OK0175  VERT ORDER  -  SECOND    CLASS 0
 OK0175
 OK0175.The horizontal coordinates were scaled from a topographic map and have
 OK0175.an estimated accuracy of +/- 6 seconds.
 OK0175
 OK0175.The orthometric height was determined by differential leveling
 OK0175.and adjusted by the National Geodetic Survey in June 1991..
 OK0175
 OK0175.The geoid height was determined by GEOID03.
 OK0175
 OK0175.The dynamic height is computed by dividing the NAVD 88
 OK0175.geopotential number by the normal gravity value computed on the
 OK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0175.degrees latitude (g = 980.6199 gals.).
 OK0175
 OK0175.The modeled gravity was interpolated from observed gravity values.
 OK0175
 OK0175;                    North         East    Units  Estimated Accuracy
 OK0175;SPC MI S     -   211,450.    3,949,940.      MT  (+/- 180 meters Scaled)
 OK0175
 OK0175                          SUPERSEDED SURVEY CONTROL
 OK0175
 OK0175  NGVD 29 (??/??/92)  275.403  (m)          903.55   (f) ADJ UNCH    2 0
 OK0175
 OK0175.Superseded values are not recommended for survey control.
 OK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0175.See file dsdata.txt to determine how the superseded data were derived.
 OK0175
 OK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP631074(NAD 83)
 OK0175_MARKER: DB = BENCH MARK DISK
 OK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0175_STAMPING: B 85 1934
 OK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0175+STABILITY: SURFACE MOTION
 OK0175
 OK0175  HISTORY     - Date     Condition        Report By
 OK0175  HISTORY     - 1934     MONUMENTED       CGS
 OK0175  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0175  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0175
 OK0175                          STATION DESCRIPTION
 OK0175
 OK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0175'0.5 MI W FROM CEDAR LAKE.
 OK0175'0.5 MILE WEST ALONG THE C AND O RAIWLAY FROM THE STATION AT
 OK0175'CEDAR LAKE, 0.2 MILE EAST OF MILEPOST S 57, 13 YARDS EAST OF
 OK0175'THE CENTERLINE OF A DIRT ROAD, 15 YARDS SOUTH OF THE SOUTH
 OK0175'RAIL, 2 FEET NORTH OF A FENCE, AND LEVEL WITH THE TOP OF THE
 OK0175'RAIL.  A STANDARD DISK, STAMPED B 85 1934 AND SET IN THE TOP
 OK0175'OF A CONCRETE POST.
 OK0175
 OK0175                          STATION RECOVERY (1994)
 OK0175
 OK0175'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0175'MARK NOT FOUND.
 OK0175
 OK0175                          STATION RECOVERY (2001)
 OK0175
 OK0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0209 ***********************************************************************
 PL0209  DESIGNATION -  B 87
 PL0209  PID         -  PL0209
 PL0209  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0209  USGS QUAD   -  WALTON (1985)
 PL0209
 PL0209                         *CURRENT SURVEY CONTROL
 PL0209  ___________________________________________________________________
 PL0209* NAD 83(1986)-  44 46 20.     (N)    085 24 32.     (W)     SCALED    
 PL0209* NAVD 88     -       222.575  (meters)     730.23   (feet)  ADJUSTED  
 PL0209  ___________________________________________________________________
 PL0209  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PL0209  DYNAMIC HT  -         222.561 (meters)     730.19  (feet)  COMP
 PL0209  MODELED GRAV-     980,547.2   (mgal)                       NAVD 88
 PL0209
 PL0209  VERT ORDER  -  SECOND    CLASS 0
 PL0209
 PL0209.The horizontal coordinates were scaled from a topographic map and have
 PL0209.an estimated accuracy of +/- 6 seconds.
 PL0209
 PL0209.The orthometric height was determined by differential leveling
 PL0209.and adjusted by the National Geodetic Survey in June 1991..
 PL0209
 PL0209.The geoid height was determined by GEOID03.
 PL0209
 PL0209.The dynamic height is computed by dividing the NAVD 88
 PL0209.geopotential number by the normal gravity value computed on the
 PL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0209.degrees latitude (g = 980.6199 gals.).
 PL0209
 PL0209.The modeled gravity was interpolated from observed gravity values.
 PL0209
 PL0209;                    North         East    Units  Estimated Accuracy
 PL0209;SPC MI C     -   162,270.    5,917,510.      MT  (+/- 180 meters Scaled)
 PL0209
 PL0209                          SUPERSEDED SURVEY CONTROL
 PL0209
 PL0209  NGVD 29 (??/??/92)  222.671  (m)          730.55   (f) ADJ UNCH    2 0
 PL0209
 PL0209.Superseded values are not recommended for survey control.
 PL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0209.See file dsdata.txt to determine how the superseded data were derived.
 PL0209
 PL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ259588(NAD 83)
 PL0209_MARKER: DB = BENCH MARK DISK
 PL0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0209_STAMPING: B 87 1934
 PL0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0209+STABILITY: SURFACE MOTION
 PL0209
 PL0209  HISTORY     - Date     Condition        Report By
 PL0209  HISTORY     - 1934     MONUMENTED       CGS
 PL0209  HISTORY     - 1981     MARK NOT FOUND   USGS
 PL0209  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0209  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PL0209  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PL0209
 PL0209                          STATION DESCRIPTION
 PL0209
 PL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0209'AT WILLIAMSBURG.
 PL0209'AT WILLIAMSBURG, GRAND TRAVERSE COUNTY, ON THE CHESAPEAKE AND
 PL0209'OHIO RAILWAY, 47 YARDS WEST OF THE SEMAPHORE IN FRONT OF THE
 PL0209'STATION, AT A COUNTY-ROAD CROSSING, 96 FEET NORTHEAST OF THE
 PL0209'CENTER OF THE CROSSING, 42 FEET NORTH OF THE NORTH RAIL OF THE
 PL0209'MAIN TRACK, 30 FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 PL0209'AND 3 FEET WEST OF TELEPHONE POLE 154.  A STANDARD DISK, STAMPED
 PL0209'B 87 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0209'6 INCHES ABOVE GROUND.
 PL0209
 PL0209                          STATION RECOVERY (1981)
 PL0209
 PL0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PL0209'MARK NOT FOUND.
 PL0209
 PL0209                          STATION RECOVERY (1984)
 PL0209
 PL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0209'NOT RECOVERED, PROBABLY GRADED OUT.
 PL0209
 PL0209                          STATION RECOVERY (2002)
 PL0209
 PL0209'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0209'MARK NOT FOUND.
 PL0209
 PL0209                          STATION RECOVERY (2002)
 PL0209
 PL0209'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0326 ***********************************************************************
 QK0326  DESIGNATION -  B 88
 QK0326  PID         -  QK0326
 QK0326  STATE/COUNTY-  MI/LEELANAU
 QK0326  USGS QUAD   -  
 QK0326
 QK0326                         *CURRENT SURVEY CONTROL
 QK0326  ___________________________________________________________________
 QK0326* NAD 83(1986)-  45 05 11.     (N)    085 40 12.     (W)     SCALED    
 QK0326* NAVD 88     -       216.959  (meters)     711.81   (feet)  ADJUSTED  
 QK0326  ___________________________________________________________________
 QK0326  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0326  DYNAMIC HT  -         216.945 (meters)     711.76  (feet)  COMP
 QK0326  MODELED GRAV-     980,543.7   (mgal)                       NAVD 88
 QK0326
 QK0326  VERT ORDER  -  SECOND    CLASS 0
 QK0326
 QK0326.The horizontal coordinates were scaled from a topographic map and have
 QK0326.an estimated accuracy of +/- 6 seconds.
 QK0326
 QK0326.The orthometric height was determined by differential leveling
 QK0326.and adjusted by the National Geodetic Survey in June 1991..
 QK0326
 QK0326.The geoid height was determined by GEOID03.
 QK0326
 QK0326.The dynamic height is computed by dividing the NAVD 88
 QK0326.geopotential number by the normal gravity value computed on the
 QK0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0326.degrees latitude (g = 980.6199 gals.).
 QK0326
 QK0326.The modeled gravity was interpolated from observed gravity values.
 QK0326
 QK0326;                    North         East    Units  Estimated Accuracy
 QK0326;SPC MI C     -   197,480.    5,897,400.      MT  (+/- 180 meters Scaled)
 QK0326
 QK0326                          SUPERSEDED SURVEY CONTROL
 QK0326
 QK0326  NGVD 29 (??/??/92)  217.065  (m)          712.15   (f) ADJ UNCH    2 0
 QK0326
 QK0326.Superseded values are not recommended for survey control.
 QK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0326.See file dsdata.txt to determine how the superseded data were derived.
 QK0326
 QK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ046934(NAD 83)
 QK0326_MARKER: DB = BENCH MARK DISK
 QK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0326_STAMPING: B 88 1934
 QK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0326+STABILITY: SURFACE MOTION
 QK0326
 QK0326  HISTORY     - Date     Condition        Report By
 QK0326  HISTORY     - 1934     MONUMENTED       CGS
 QK0326  HISTORY     - 1954     MARK NOT FOUND   NGS
 QK0326  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 QK0326
 QK0326                          STATION DESCRIPTION
 QK0326
 QK0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QK0326'4.3 MI SW FROM NORTHPORT.
 QK0326'4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM NORTHPORT,
 QK0326'LEELANAU COUNTY, 16 YARDS SOUTHEAST OF THE CENTER OF THE JUNCTION
 QK0326'OF THE HIGHWAY AND A DIRT ROAD LEADING TO THE HOME OF FRED HORN
 QK0326'IN 1934, 12 YARDS WEST OF THE SOUTH END OF A CONCRETE CULVERT
 QK0326'UNDER THE DIRT ROAD, 6 YARDS SOUTH OF THE EAST END OF A CONCRETE
 QK0326'CULVERT UNDER THE HIGHWAY, AND 9 YARDS SOUTHEAST OF THE
 QK0326'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 88 1934
 QK0326'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 QK0326'GROUND.
 QK0326
 QK0326                          STATION RECOVERY (2004)
 QK0326
 QK0326'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0014 ***********************************************************************
 PM0014  DESIGNATION -  B 89
 PM0014  PID         -  PM0014
 PM0014  STATE/COUNTY-  MI/BENZIE
 PM0014  USGS QUAD   -  
 PM0014
 PM0014                         *CURRENT SURVEY CONTROL
 PM0014  ___________________________________________________________________
 PM0014* NAD 83(1986)-  44 39 54.     (N)    086 14 45.     (W)     SCALED    
 PM0014* NAVD 88     -       186.224  (meters)     610.97   (feet)  ADJUSTED  
 PM0014  ___________________________________________________________________
 PM0014  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 PM0014  DYNAMIC HT  -         186.207 (meters)     610.91  (feet)  COMP
 PM0014  MODELED GRAV-     980,520.0   (mgal)                       NAVD 88
 PM0014
 PM0014  VERT ORDER  -  SECOND    CLASS 0
 PM0014
 PM0014.The horizontal coordinates were scaled from a topographic map and have
 PM0014.an estimated accuracy of +/- 6 seconds.
 PM0014
 PM0014.The orthometric height was determined by differential leveling
 PM0014.and adjusted by the National Geodetic Survey in June 1991..
 PM0014
 PM0014.The geoid height was determined by GEOID03.
 PM0014
 PM0014.The dynamic height is computed by dividing the NAVD 88
 PM0014.geopotential number by the normal gravity value computed on the
 PM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0014.degrees latitude (g = 980.6199 gals.).
 PM0014
 PM0014.The modeled gravity was interpolated from observed gravity values.
 PM0014
 PM0014;                    North         East    Units  Estimated Accuracy
 PM0014;SPC MI C     -   151,550.    5,851,000.      MT  (+/- 180 meters Scaled)
 PM0014
 PM0014                          SUPERSEDED SURVEY CONTROL
 PM0014
 PM0014  NGVD 29 (??/??/92)  186.328  (m)          611.31   (f) ADJ UNCH    2 0
 PM0014
 PM0014.Superseded values are not recommended for survey control.
 PM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0014.See file dsdata.txt to determine how the superseded data were derived.
 PM0014
 PM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ597460(NAD 83)
 PM0014_MARKER: DB = BENCH MARK DISK
 PM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0014_STAMPING: B 89 1934
 PM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0014+STABILITY: SURFACE MOTION
 PM0014
 PM0014  HISTORY     - Date     Condition        Report By
 PM0014  HISTORY     - 1934     MONUMENTED       CGS
 PM0014  HISTORY     - 1939     GOOD             NGS
 PM0014  HISTORY     - 19960818 MARK NOT FOUND   USPSQD
 PM0014
 PM0014                          STATION DESCRIPTION
 PM0014
 PM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 PM0014'2.7 MI N FROM FRANKFORT.
 PM0014'2.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM BENZIE COUNTY, AT
 PM0014'CRYSTALLIA, 120 YARDS SOUTHEAST OF A HIGHWAY SIGN READING
 PM0014'CRYSTALLIA VILLAGE LIMITS 115 YARDS SOUTHEAST OF OLSEN SERVICE
 PM0014'STATION 3, 30 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 PM0014'CONGREGATIONAL ASSENBLY DINING HALL, 1-1/2 YARDS EAST OF A POST
 PM0014'LOCATED 50 YARDS NORTH OF A TRANSFORMER SUBSTATION, AND 10
 PM0014'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 PM0014'STAMPED B 89 1934 AND SET IN THE TOP OF A CONCRETE POST
 PM0014'PROJECTING 6 INCHES ABOVE GROUND.
 PM0014
 PM0014                          STATION RECOVERY (1996)
 PM0014
 PM0014'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0134 ***********************************************************************
 PL0134  DESIGNATION -  B 90
 PL0134  PID         -  PL0134
 PL0134  STATE/COUNTY-  MI/MISSAUKEE
 PL0134  USGS QUAD   -  
 PL0134
 PL0134                         *CURRENT SURVEY CONTROL
 PL0134  ___________________________________________________________________
 PL0134* NAD 83(1986)-  44 20 10.     (N)    084 56 39.     (W)     SCALED    
 PL0134* NAVD 88     -       351.197  (meters)    1152.22   (feet)  ADJUSTED  
 PL0134  ___________________________________________________________________
 PL0134  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 PL0134  DYNAMIC HT  -         351.147 (meters)    1152.05  (feet)  COMP
 PL0134  MODELED GRAV-     980,464.2   (mgal)                       NAVD 88
 PL0134
 PL0134  VERT ORDER  -  SECOND    CLASS 0
 PL0134
 PL0134.The horizontal coordinates were scaled from a topographic map and have
 PL0134.an estimated accuracy of +/- 6 seconds.
 PL0134
 PL0134.The orthometric height was determined by differential leveling
 PL0134.and adjusted by the National Geodetic Survey in June 1991..
 PL0134
 PL0134.The geoid height was determined by GEOID03.
 PL0134
 PL0134.The dynamic height is computed by dividing the NAVD 88
 PL0134.geopotential number by the normal gravity value computed on the
 PL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0134.degrees latitude (g = 980.6199 gals.).
 PL0134
 PL0134.The modeled gravity was interpolated from observed gravity values.
 PL0134
 PL0134;                    North         East    Units  Estimated Accuracy
 PL0134;SPC MI C     -   113,450.    5,953,950.      MT  (+/- 180 meters Scaled)
 PL0134
 PL0134                          SUPERSEDED SURVEY CONTROL
 PL0134
 PL0134  NGVD 29 (??/??/92)  351.318  (m)         1152.62   (f) ADJ UNCH    2 0
 PL0134
 PL0134.Superseded values are not recommended for survey control.
 PL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0134.See file dsdata.txt to determine how the superseded data were derived.
 PL0134
 PL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ638112(NAD 83)
 PL0134_MARKER: DB = BENCH MARK DISK
 PL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0134_STAMPING: B 90 1934
 PL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0134+STABILITY: SURFACE MOTION
 PL0134
 PL0134  HISTORY     - Date     Condition        Report By
 PL0134  HISTORY     - 1934     MONUMENTED       CGS
 PL0134  HISTORY     - 1942     MARK NOT FOUND   NGS
 PL0134  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0134  HISTORY     - 19940614 MARK NOT FOUND   USPSQD
 PL0134  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0134
 PL0134                          STATION DESCRIPTION
 PL0134
 PL0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PL0134'0.4 MI N FROM MERRITT.
 PL0134'0.4 MILE NORTH ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT
 PL0134'MERRITT, MISSAUKEE COUNTY, AT THE JUNCTION WITH STATE HIGHWAY 55,
 PL0134'37.6 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 74, 36.4 FEET
 PL0134'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55, AND 6 INCHES HIGHER
 PL0134'THAN THE ROADWAY.  A STANDARD DISK, STAMPED B 90 1934 AND SET IN
 PL0134'THE TOP OF A CONCRETE POST.  NOTE-- THE ROAD HAS BEEN GRADED.
 PL0134
 PL0134                          STATION RECOVERY (1979)
 PL0134
 PL0134'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0134'MARK NOT FOUND.
 PL0134
 PL0134                          STATION RECOVERY (1994)
 PL0134
 PL0134'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0134'MARK NOT FOUND.
 PL0134
 PL0134                          STATION RECOVERY (2001)
 PL0134
 PL0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0054 ***********************************************************************
 PL0054  DESIGNATION -  B 93
 PL0054  PID         -  PL0054
 PL0054  STATE/COUNTY-  MI/GLADWIN
 PL0054  USGS QUAD   -  SECORD LAKE (1969)
 PL0054
 PL0054                         *CURRENT SURVEY CONTROL
 PL0054  ___________________________________________________________________
 PL0054* NAD 83(1986)-  44 00 48.     (N)    084 22 00.     (W)     SCALED    
 PL0054* NAVD 88     -       225.677  (meters)     740.41   (feet)  ADJUSTED  
 PL0054  ___________________________________________________________________
 PL0054  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 PL0054  DYNAMIC HT  -         225.637 (meters)     740.28  (feet)  COMP
 PL0054  MODELED GRAV-     980,439.1   (mgal)                       NAVD 88
 PL0054
 PL0054  VERT ORDER  -  SECOND    CLASS 0
 PL0054
 PL0054.The horizontal coordinates were scaled from a topographic map and have
 PL0054.an estimated accuracy of +/- 6 seconds.
 PL0054
 PL0054.The orthometric height was determined by differential leveling
 PL0054.and adjusted by the National Geodetic Survey in June 1991..
 PL0054
 PL0054.The geoid height was determined by GEOID03.
 PL0054
 PL0054.The dynamic height is computed by dividing the NAVD 88
 PL0054.geopotential number by the normal gravity value computed on the
 PL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0054.degrees latitude (g = 980.6199 gals.).
 PL0054
 PL0054.The modeled gravity was interpolated from observed gravity values.
 PL0054
 PL0054;                    North         East    Units  Estimated Accuracy
 PL0054;SPC MI C     -    77,420.    6,000,000.      MT  (+/- 180 meters Scaled)
 PL0054
 PL0054                          SUPERSEDED SURVEY CONTROL
 PL0054
 PL0054  NGVD 29 (??/??/92)  225.834  (m)          740.92   (f) ADJ UNCH    2 0
 PL0054
 PL0054.Superseded values are not recommended for survey control.
 PL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0054.See file dsdata.txt to determine how the superseded data were derived.
 PL0054
 PL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP110767(NAD 83)
 PL0054_MARKER: DB = BENCH MARK DISK
 PL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0054_STAMPING: B 93 1934
 PL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0054+STABILITY: SURFACE MOTION
 PL0054
 PL0054  HISTORY     - Date     Condition        Report By
 PL0054  HISTORY     - 1934     MONUMENTED       CGS
 PL0054  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 PL0054
 PL0054                          STATION DESCRIPTION
 PL0054
 PL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0054'6 MI E FROM GLADWIN.
 PL0054'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 PL0054'GLADWIN, GLADWIN COUNTY, THENCE 2.4 MILES NORTH ALONG STATE
 PL0054'HIGHWAY 30, 1.4 MILES SOUTH OF SUGAR RIVER, 37 FEET WEST OF THE
 PL0054'CENTERLINE OF THE HIGHWAY, AT THE EDGE OF A FENCE, AND 6 INCHES
 PL0054'LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED B 93 1934
 PL0054'AND SET IN THE TOP OF A CONCRETE POST.
 PL0054
 PL0054                          STATION RECOVERY (1998)
 PL0054
 PL0054'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0434 ***********************************************************************
 OK0434  DESIGNATION -  B 94
 OK0434  PID         -  OK0434
 OK0434  STATE/COUNTY-  MI/LAKE
 OK0434  USGS QUAD   -  BALDWIN (1987)
 OK0434
 OK0434                         *CURRENT SURVEY CONTROL
 OK0434  ___________________________________________________________________
 OK0434* NAD 83(1986)-  43 53 48.     (N)    085 51 40.     (W)     SCALED    
 OK0434* NAVD 88     -       255.283  (meters)     837.54   (feet)  ADJUSTED  
 OK0434  ___________________________________________________________________
 OK0434  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OK0434  DYNAMIC HT  -         255.240 (meters)     837.40  (feet)  COMP
 OK0434  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 OK0434
 OK0434  VERT ORDER  -  FIRST     CLASS II
 OK0434
 OK0434.The horizontal coordinates were scaled from a topographic map and have
 OK0434.an estimated accuracy of +/- 6 seconds.
 OK0434
 OK0434.The orthometric height was determined by differential leveling
 OK0434.and adjusted by the National Geodetic Survey in June 1991..
 OK0434
 OK0434.The geoid height was determined by GEOID03.
 OK0434
 OK0434.The dynamic height is computed by dividing the NAVD 88
 OK0434.geopotential number by the normal gravity value computed on the
 OK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0434.degrees latitude (g = 980.6199 gals.).
 OK0434
 OK0434.The modeled gravity was interpolated from observed gravity values.
 OK0434
 OK0434;                    North         East    Units  Estimated Accuracy
 OK0434;SPC MI C     -    65,560.    5,879,930.      MT  (+/- 180 meters Scaled)
 OK0434
 OK0434                          SUPERSEDED SURVEY CONTROL
 OK0434
 OK0434  NGVD 29 (??/??/92)  255.386  (m)          837.88   (f) ADJ UNCH    1 2
 OK0434
 OK0434.Superseded values are not recommended for survey control.
 OK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0434.See file dsdata.txt to determine how the superseded data were derived.
 OK0434
 OK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP914610(NAD 83)
 OK0434_MARKER: DB = BENCH MARK DISK
 OK0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0434_STAMPING: B 94 1934
 OK0434_MARK LOGO: CGS   
 OK0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0434+STABILITY: SURFACE MOTION
 OK0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0434+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 OK0434
 OK0434  HISTORY     - Date     Condition        Report By
 OK0434  HISTORY     - 1934     MONUMENTED       CGS
 OK0434  HISTORY     - 1982     GOOD             USGS
 OK0434  HISTORY     - 1984     GOOD             USPSQD
 OK0434  HISTORY     - 19921110 GOOD             NGS
 OK0434  HISTORY     - 19990930 GOOD             USPSQD
 OK0434  HISTORY     - 20040424 GOOD             USPSQD
 OK0434
 OK0434                          STATION DESCRIPTION
 OK0434
 OK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0434'AT BALDWIN.
 OK0434'AT BALDWIN, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 49
 OK0434'YARDS WEST OF THE FREIGHT HOUSE, 57 FEET NORTHWEST OF A WATER
 OK0434'TANK, 43 YARDS WEST OF THE WEST RAIL OF A SIDETRACK, 27 FEET
 OK0434'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT
 OK0434'BELOW THE TOP OF THE RAIL, A STANDARD DISK, STAMPED E 94 1934
 OK0434'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 OK0434'GROUND.
 OK0434
 OK0434                          STATION RECOVERY (1982)
 OK0434
 OK0434'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0434'AT BALDWIN, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 155 EAST
 OK0434'AND 30 FEET SOUTH OF ROAD AT CROSSING, 9 FEET WEST OF POWER POLE, 185
 OK0434'FEET WEST OF FREIGHT OFFICE, 1 FOOT EAST OF 4 X 4 NATIONAL FOREST
 OK0434'SERVICE WITNESS POST. A STANDARD DISK, STAMPED 'B 94 1934' AND SET IN
 OK0434'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0434
 OK0434                          STATION RECOVERY (1984)
 OK0434
 OK0434'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0434'WATER TANK REMOVED BUT FOUNDATION REMAINS. BENCH MARK IS 1 FOOT EAST
 OK0434'OF WOODEN WITNESS POST WITH WARNING, AND 6 INCHES SOUTH OF STEEL POST
 OK0434'WITH WARNING. MARK PROJECTS ABOUT TWO INCHES ABOVE GROUND. AND IS
 OK0434'ABOUT 1 FOOT BELOW RAIL. BELOW RAIL.
 OK0434
 OK0434                          STATION RECOVERY (1992)
 OK0434
 OK0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0434'0.8 KM (0.50 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0434'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 47.0 M (154.2 FT) EAST OF THE
 OK0434'CENTER OF ASTOR ROAD, 18.9 M (62.0 FT) NORTH OF THE CENTER OF 8TH
 OK0434'STREET, 8.4 M (27.6 FT) SOUTH OF THE NEAR RAIL, 2.8 M (9.2 FT) WEST OF
 OK0434'A UTILITY POLE WITH 3 GUY CABLES, 0.5 M (1.6 FT) EAST OF A WITNESS
 OK0434'POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE TRACK, AND THE MONUMENT IS
 OK0434'FLUSH WITH THE GROUND SURFACE.
 OK0434
 OK0434                          STATION RECOVERY (1999)
 OK0434
 OK0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0434'RECOVERED IN GOOD CONDITION.
 OK0434
 OK0434                          STATION RECOVERY (2004)
 OK0434
 OK0434'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0439 ***********************************************************************
 OK0439  DESIGNATION -  B 95
 OK0439  PID         -  OK0439
 OK0439  STATE/COUNTY-  MI/LAKE
 OK0439  USGS QUAD   -  MARLBOROUGH (1987)
 OK0439
 OK0439                         *CURRENT SURVEY CONTROL
 OK0439  ___________________________________________________________________
 OK0439* NAD 83(1986)-  43 49 48.     (N)    085 51 31.     (W)     SCALED    
 OK0439* NAVD 88     -       249.828  (meters)     819.64   (feet)  ADJUSTED  
 OK0439  ___________________________________________________________________
 OK0439  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 OK0439  DYNAMIC HT  -         249.784 (meters)     819.50  (feet)  COMP
 OK0439  MODELED GRAV-     980,439.6   (mgal)                       NAVD 88
 OK0439
 OK0439  VERT ORDER  -  SECOND    CLASS 0
 OK0439
 OK0439.The horizontal coordinates were scaled from a topographic map and have
 OK0439.an estimated accuracy of +/- 6 seconds.
 OK0439
 OK0439.The orthometric height was determined by differential leveling
 OK0439.and adjusted by the National Geodetic Survey in June 1991..
 OK0439
 OK0439.The geoid height was determined by GEOID03.
 OK0439
 OK0439.The dynamic height is computed by dividing the NAVD 88
 OK0439.geopotential number by the normal gravity value computed on the
 OK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0439.degrees latitude (g = 980.6199 gals.).
 OK0439
 OK0439.The modeled gravity was interpolated from observed gravity values.
 OK0439
 OK0439;                    North         East    Units  Estimated Accuracy
 OK0439;SPC MI C     -    58,150.    5,879,990.      MT  (+/- 180 meters Scaled)
 OK0439
 OK0439                          SUPERSEDED SURVEY CONTROL
 OK0439
 OK0439  NGVD 29 (??/??/92)  249.935  (m)          820.00   (f) ADJ UNCH    2 0
 OK0439
 OK0439.Superseded values are not recommended for survey control.
 OK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0439.See file dsdata.txt to determine how the superseded data were derived.
 OK0439
 OK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP917536(NAD 83)
 OK0439_MARKER: DB = BENCH MARK DISK
 OK0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0439_STAMPING: B 95 1934
 OK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0439+STABILITY: SURFACE MOTION
 OK0439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0439+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0439
 OK0439  HISTORY     - Date     Condition        Report By
 OK0439  HISTORY     - 1934     MONUMENTED       CGS
 OK0439  HISTORY     - 1982     GOOD             USGS
 OK0439  HISTORY     - 19990930 GOOD             USPSQD
 OK0439  HISTORY     - 20031011 GOOD             USPSQD
 OK0439
 OK0439                          STATION DESCRIPTION
 OK0439
 OK0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0439'4.4 MI S FROM BALDWIN.
 OK0439'4.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0439'STATION AT BALDWIN, LAKE COUNTY, 240 FEET SOUTH OF MILEPOST GR
 OK0439'69, 60 FEET SOUTH OF A POLE, 30 FEET EAST OF THE EAST RAIL, AND
 OK0439'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0439'B 95 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 OK0439'INCHES ABOVE GROUND.
 OK0439
 OK0439                          STATION RECOVERY (1982)
 OK0439
 OK0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0439'4.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0439'STATION AT BALDWIN, 320 FEET SOUTH OF MILE POST 69, 33.5 FEET EAST OF
 OK0439'EAST RAIL, 63 FEET SOUTH OF POWER POLE, 1 FOOT NORTH OF NATIONAL
 OK0439'FOREST SERVICE 4 X 4 WITNESS POST. A STANDARD DISK , STAMPED 'B 95
 OK0439'1934' AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 OK0439'GROUND.
 OK0439
 OK0439                          STATION RECOVERY (1999)
 OK0439
 OK0439'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0439'RECOVERED IN GOOD CONDITION.
 OK0439
 OK0439                          STATION RECOVERY (2003)
 OK0439
 OK0439'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0439'DESCRIPTION GOOD EXCEPT NO LONGER POWER POLE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0470 ***********************************************************************
 OK0470  DESIGNATION -  B 96
 OK0470  PID         -  OK0470
 OK0470  STATE/COUNTY-  MI/NEWAYGO
 OK0470  USGS QUAD   -  WHITE CLOUD (1985)
 OK0470
 OK0470                         *CURRENT SURVEY CONTROL
 OK0470  ___________________________________________________________________
 OK0470* NAD 83(1986)-  43 31 04.     (N)    085 51 19.     (W)     SCALED    
 OK0470* NAVD 88     -       251.418  (meters)     824.86   (feet)  ADJUSTED  
 OK0470  ___________________________________________________________________
 OK0470  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 OK0470  DYNAMIC HT  -         251.365 (meters)     824.69  (feet)  COMP
 OK0470  MODELED GRAV-     980,402.9   (mgal)                       NAVD 88
 OK0470
 OK0470  VERT ORDER  -  SECOND    CLASS 0
 OK0470
 OK0470.The horizontal coordinates were scaled from a topographic map and have
 OK0470.an estimated accuracy of +/- 6 seconds.
 OK0470
 OK0470.The orthometric height was determined by differential leveling
 OK0470.and adjusted by the National Geodetic Survey in June 1991..
 OK0470
 OK0470.The geoid height was determined by GEOID03.
 OK0470
 OK0470.The dynamic height is computed by dividing the NAVD 88
 OK0470.geopotential number by the normal gravity value computed on the
 OK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0470.degrees latitude (g = 980.6199 gals.).
 OK0470
 OK0470.The modeled gravity was interpolated from observed gravity values.
 OK0470
 OK0470;                    North         East    Units  Estimated Accuracy
 OK0470;SPC MI S     -   225,200.    3,879,650.      MT  (+/- 180 meters Scaled)
 OK0470
 OK0470                          SUPERSEDED SURVEY CONTROL
 OK0470
 OK0470  NGVD 29 (??/??/92)  251.530  (m)          825.23   (f) ADJ UNCH    2 0
 OK0470
 OK0470.Superseded values are not recommended for survey control.
 OK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0470.See file dsdata.txt to determine how the superseded data were derived.
 OK0470
 OK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP925189(NAD 83)
 OK0470_MARKER: DB = BENCH MARK DISK
 OK0470_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0470_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0470_STAMPING: B 96 1934
 OK0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0470
 OK0470  HISTORY     - Date     Condition        Report By
 OK0470  HISTORY     - 1934     MONUMENTED       CGS
 OK0470  HISTORY     - 1960     GOOD             USGS
 OK0470  HISTORY     - 19960527 MARK NOT FOUND   USPSQD
 OK0470
 OK0470                          STATION DESCRIPTION
 OK0470
 OK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0470'4.9 MI W FROM WHITE CLOUD.
 OK0470'4.9 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0470'STATION AT WHITE CLOUD, NEWAYGO COUNTY,27 FEET WEST OF THE
 OK0470'CENTERLINE OF A LANE 40 FEET SOUTH OF THE SOUTH RAIL, 45 FEET
 OK0470'NORTHWEST OF A GATE TO A PASTURE, AND 3 FEET HIGHER THAN THE
 OK0470'TOP OF THE RAIL.  A STANDARD DISK, STAMPED B 96 1934 AND SET
 OK0470'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 OK0470'GROUND.
 OK0470
 OK0470                          STATION RECOVERY (1960)
 OK0470
 OK0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OK0470'RECOVERED IN GOOD CONDITION.
 OK0470
 OK0470                          STATION RECOVERY (1996)
 OK0470
 OK0470'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0383 ***********************************************************************
 OK0383  DESIGNATION -  B 97
 OK0383  PID         -  OK0383
 OK0383  STATE/COUNTY-  MI/KENT
 OK0383  USGS QUAD   -  SPARTA (1972)
 OK0383
 OK0383                         *CURRENT SURVEY CONTROL
 OK0383  ___________________________________________________________________
 OK0383* NAD 83(1986)-  43 10 04.     (N)    085 42 13.     (W)     SCALED    
 OK0383* NAVD 88     -       232.632  (meters)     763.23   (feet)  ADJUSTED  
 OK0383  ___________________________________________________________________
 OK0383  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OK0383  DYNAMIC HT  -         232.576 (meters)     763.04  (feet)  COMP
 OK0383  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 OK0383
 OK0383  VERT ORDER  -  SECOND    CLASS 0
 OK0383
 OK0383.The horizontal coordinates were scaled from a topographic map and have
 OK0383.an estimated accuracy of +/- 6 seconds.
 OK0383
 OK0383.The orthometric height was determined by differential leveling
 OK0383.and adjusted by the National Geodetic Survey in June 1991..
 OK0383
 OK0383.The geoid height was determined by GEOID03.
 OK0383
 OK0383.The dynamic height is computed by dividing the NAVD 88
 OK0383.geopotential number by the normal gravity value computed on the
 OK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0383.degrees latitude (g = 980.6199 gals.).
 OK0383
 OK0383.The modeled gravity was interpolated from observed gravity values.
 OK0383
 OK0383;                    North         East    Units  Estimated Accuracy
 OK0383;SPC MI S     -   186,120.    3,891,300.      MT  (+/- 180 meters Scaled)
 OK0383
 OK0383                          SUPERSEDED SURVEY CONTROL
 OK0383
 OK0383  NGVD 29 (??/??/92)  232.763  (m)          763.66   (f) ADJ UNCH    2 0
 OK0383
 OK0383.Superseded values are not recommended for survey control.
 OK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0383.See file dsdata.txt to determine how the superseded data were derived.
 OK0383
 OK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN053802(NAD 83)
 OK0383_MARKER: DB = BENCH MARK DISK
 OK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0383_STAMPING: B 97 1934
 OK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0383+STABILITY: SURFACE MOTION
 OK0383
 OK0383  HISTORY     - Date     Condition        Report By
 OK0383  HISTORY     - 1934     MONUMENTED       CGS
 OK0383  HISTORY     - 1943     GOOD             NGS
 OK0383  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 OK0383
 OK0383                          STATION DESCRIPTION
 OK0383
 OK0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 OK0383'0.5 MI N FROM SPARTA.
 OK0383'0.5 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0383'STATION AT SPARTA, KENT COUNTY, AT THE CROSSING OF THE GRAND
 OK0383'TRUNK WESTERN RAILROAD, 42.5 FEET NORTH OF THE NORTH RAIL OF
 OK0383'THE GRAND TRUNK WESTERN RAILROAD, 27.7 FEET EAST OF THE EAST
 OK0383'RAIL OF THE CHESAPEAKE AND OHIO RAILWAY, AND 6 FEET WEST OF A
 OK0383'POLE.  A STANDARD DISK, STAMPED B 97 1934 AND SET IN THE TOP
 OK0383'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0383
 OK0383                          STATION RECOVERY (1977)
 OK0383
 OK0383'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OK0383'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0684 ***********************************************************************
 NF0684  DESIGNATION -  B 98
 NF0684  PID         -  NF0684
 NF0684  STATE/COUNTY-  MI/ALLEGAN
 NF0684  USGS QUAD   -  WAYLAND (1982)
 NF0684
 NF0684                         *CURRENT SURVEY CONTROL
 NF0684  ___________________________________________________________________
 NF0684* NAD 83(1986)-  42 42 36.     (N)    085 39 30.     (W)     SCALED    
 NF0684* NAVD 88     -       230.664  (meters)     756.77   (feet)  ADJUSTED  
 NF0684  ___________________________________________________________________
 NF0684  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0684  DYNAMIC HT  -         230.600 (meters)     756.56  (feet)  COMP
 NF0684  MODELED GRAV-     980,337.1   (mgal)                       NAVD 88
 NF0684
 NF0684  VERT ORDER  -  SECOND    CLASS 0
 NF0684
 NF0684.The horizontal coordinates were scaled from a topographic map and have
 NF0684.an estimated accuracy of +/- 6 seconds.
 NF0684
 NF0684.The orthometric height was determined by differential leveling
 NF0684.and adjusted by the National Geodetic Survey in June 1991..
 NF0684
 NF0684.The geoid height was determined by GEOID03.
 NF0684
 NF0684.The dynamic height is computed by dividing the NAVD 88
 NF0684.geopotential number by the normal gravity value computed on the
 NF0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0684.degrees latitude (g = 980.6199 gals.).
 NF0684
 NF0684.The modeled gravity was interpolated from observed gravity values.
 NF0684
 NF0684;                    North         East    Units  Estimated Accuracy
 NF0684;SPC MI S     -   135,220.    3,894,200.      MT  (+/- 180 meters Scaled)
 NF0684
 NF0684                          SUPERSEDED SURVEY CONTROL
 NF0684
 NF0684  NGVD 29 (??/??/92)  230.796  (m)          757.20   (f) ADJ UNCH    2 0
 NF0684
 NF0684.Superseded values are not recommended for survey control.
 NF0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0684.See file dsdata.txt to determine how the superseded data were derived.
 NF0684
 NF0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN098294(NAD 83)
 NF0684_MARKER: DB = BENCH MARK DISK
 NF0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0684_STAMPING: B 98 1934 757.131
 NF0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0684+STABILITY: SURFACE MOTION
 NF0684
 NF0684  HISTORY     - Date     Condition        Report By
 NF0684  HISTORY     - 1934     MONUMENTED       CGS
 NF0684  HISTORY     - 1948     GOOD             NGS
 NF0684  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0684
 NF0684                          STATION DESCRIPTION
 NF0684
 NF0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0684'2.1 MI S FROM MOLINE.
 NF0684'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0684'AT MOLINE, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF COUNTY ROAD 26,
 NF0684'SET IN THE SOUTHEAST CORNER OF THE INTERSECTION OF AN EAST-WEST
 NF0684'GRAVEL ROAD, 46 FEET EAST OF THE EAST RAIL, 35 FEET SOUTH OF THE
 NF0684'CENTER LINE OF THE ROAD, 100 FEET SOUTHWEST AND ACROSS GRAVEL
 NF0684'ROAD FROM THE SOUTHWEST LEG OF A STEEL TOWER FOR A POWER
 NF0684'TRANSMISSION LINE (TOWER NO. 4970), 55 FEET WEST OF THE CENTER LINE
 NF0684'OF A DIM ROAD PARALLELING THE TRACK, 7 FEET SOUTH-SOUTHWEST OF A
 NF0684'FENCE CORNER, 3 FEET WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET NORTH
 NF0684'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET
 NF0684'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 NF0684
 NF0684                          STATION RECOVERY (1983)
 NF0684
 NF0684'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0241 ***********************************************************************
 SG0241  DESIGNATION -  B USE MIGS 1934
 SG0241  PID         -  SG0241
 SG0241  STATE/COUNTY-  MI/HOUGHTON
 SG0241  USGS QUAD   -  OSKAR (1975)
 SG0241
 SG0241                         *CURRENT SURVEY CONTROL
 SG0241  ___________________________________________________________________
 SG0241* NAD 83(1994)-  47 09 51.00352(N)    088 38 31.36636(W)     ADJUSTED  
 SG0241* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 SG0241  ___________________________________________________________________
 SG0241  LAPLACE CORR-         -10.14  (seconds)                    DEFLEC99
 SG0241  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 SG0241
 SG0241  HORZ ORDER  -  THIRD
 SG0241
 SG0241.The horizontal coordinates were established by classical geodetic methods
 SG0241.and adjusted by the National Geodetic Survey in February 1997..
 SG0241
 SG0241.The orthometric height was scaled from a topographic map.
 SG0241
 SG0241.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0241
 SG0241.The geoid height was determined by GEOID03.
 SG0241
 SG0241;                    North         East     Units Scale Factor Converg.
 SG0241;SPC MI N     -   265,918.196 7,875,501.906   MT  1.00002074   -1 11 12.7
 SG0241;SPC MI N     -   872,435.03 25,838,260.85   iFT  1.00002074   -1 11 12.7
 SG0241;UTM  16      - 5,224,715.648   375,546.650   MT  0.99979036   -1 12 15.4
 SG0241
 SG0241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0241!SPC MI N     -   0.99997656  x   1.00002074  =   0.99999730
 SG0241!UTM  16      -   0.99997656  x   0.99979036  =   0.99976693
 SG0241
 SG0241:                Primary Azimuth Mark                     Grid Az
 SG0241:SPC MI N     -  HIGH POINT USE MIGS 1934                 059 00 43.3
 SG0241:UTM  16      -  HIGH POINT USE MIGS 1934                 059 01 46.0
 SG0241
 SG0241|---------------------------------------------------------------------|
 SG0241| PID    Reference Object                     Distance      Geod. Az  |
 SG0241|                                                           dddmmss.s |
 SG0241| SG0238 HIGH POINT USE MIGS 1934            APPROX. 0.6 KM 0574930.6 |
 SG0241| SG0240 A USE MIGS 1934                     303.174 METERS 32851     |
 SG0241|---------------------------------------------------------------------|
 SG0241
 SG0241                          SUPERSEDED SURVEY CONTROL
 SG0241
 SG0241  NAD 83(1986)-  47 09 50.99950(N)    088 38 31.34070(W) AD(       ) 3
 SG0241  NAD 27      -  47 09 51.26500(N)    088 38 30.90200(W) AD(       ) 3
 SG0241
 SG0241.Superseded values are not recommended for survey control.
 SG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0241.See file dsdata.txt to determine how the superseded data were derived.
 SG0241
 SG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7554724716(NAD 83)
 SG0241_MARKER: I = METAL ROD
 SG0241_SETTING: 0 = UNSPECIFIED SETTING
 SG0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0241
 SG0241  HISTORY     - Date     Condition        Report By
 SG0241  HISTORY     - 1934     MONUMENTED       MIGS
 SG0241
 SG0241                          STATION DESCRIPTION
 SG0241
 SG0241'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0241'OPPOSITE HIGH POINT ON WESTERLY SHORE OF PORTAGE LAKE, IN SEC.
 SG0241'17, T. 55 N., R. 34 W., IN THE YARD OF THE SUMMER HOME OF
 SG0241'MR. OLSEN, 80.4 FEET N. 17 DEG E. (MAG.) OF THE NORTHEAST
 SG0241'CORNER OF SUN PARLOR AND 73.6 FEET S. 84 DEG E. OF SOUTHEAST
 SG0241'CORNER OF BATH HOUSE.
 SG0241'
 SG0241'TO REACH FROM THE SOUTH END OF THE HOUGHTON COUNTY BRIDGE,
 SG0241'DRIVE WESTERLY AND NORTHERLY FOR 5.4 MILES (0.6 MILE BEYOND
 SG0241'THE CORNER WHERE ROAD TO FREDA BRANCHES OFF WESTERLY) ALONG
 SG0241'THE SOUTHERLY SHORE OF PORTAGE LAKE TO THE POINT WHERE MR. OLSENS
 SG0241'PRIVATE ROAD BRANCHES OFF TOWARD THE SHORE.  FOLLOW THIS PRIVATE
 SG0241'ROAD TO MR. OLSENS YARD AND THE STATION, WHICH IS ABOUT 4 FEET
 SG0241'BACK FROM THE SHORE.
 SG0241'
 SG0241'THE STATION WAS LOCATED FOR THE USE OF THE U.S. ENGINEERS.
 SG0241'THEY HAVE IT MARKED AT PRESENT (1935) WITH A ONE-INCH IRON
 SG0241'PIPE DRIVEN INTO THE GROUND.  THE RESIDENT ENGINEER STATES
 SG0241'THAT IN THE NEAR FUTURE THE STATION WILL BE MARKED WITH ONE OF
 SG0241'THEIR STANDARD DISKS SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0006 ***********************************************************************
 RJ0006  DESIGNATION -  B USLS
 RJ0006  PID         -  RJ0006
 RJ0006  STATE/COUNTY-  MI/CHIPPEWA
 RJ0006  USGS QUAD   -  BARBEAU (1975)
 RJ0006
 RJ0006                         *CURRENT SURVEY CONTROL
 RJ0006  ___________________________________________________________________
 RJ0006* NAD 83(1986)-  46 30 01.     (N)    084 20 22.     (W)     SCALED    
 RJ0006* NAVD 88     -       179.252  (meters)     588.10   (feet)  ADJUSTED  
 RJ0006  ___________________________________________________________________
 RJ0006  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0006  DYNAMIC HT  -         179.262 (meters)     588.13  (feet)  COMP
 RJ0006  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0006
 RJ0006  VERT ORDER  -  FIRST     CLASS II
 RJ0006
 RJ0006.The horizontal coordinates were scaled from a topographic map and have
 RJ0006.an estimated accuracy of +/- 6 seconds.
 RJ0006
 RJ0006.The orthometric height was determined by differential leveling
 RJ0006.and adjusted by the National Geodetic Survey in June 1991..
 RJ0006
 RJ0006.The geoid height was determined by GEOID03.
 RJ0006
 RJ0006.The dynamic height is computed by dividing the NAVD 88
 RJ0006.geopotential number by the normal gravity value computed on the
 RJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0006.degrees latitude (g = 980.6199 gals.).
 RJ0006
 RJ0006.The modeled gravity was interpolated from observed gravity values.
 RJ0006
 RJ0006;                    North         East    Units  Estimated Accuracy
 RJ0006;SPC MI N     -   194,260.    8,204,170.      MT  (+/- 180 meters Scaled)
 RJ0006
 RJ0006                          SUPERSEDED SURVEY CONTROL
 RJ0006
 RJ0006  NGVD 29 (??/??/92)  179.210  (m)          587.96   (f) ADJ UNCH    1 2
 RJ0006
 RJ0006.Superseded values are not recommended for survey control.
 RJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0006.See file dsdata.txt to determine how the superseded data were derived.
 RJ0006
 RJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS041530(NAD 83)
 RJ0006_MARKER: Z = SEE DESCRIPTION
 RJ0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0006_SP_SET: STEP
 RJ0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0006
 RJ0006  HISTORY     - Date     Condition        Report By
 RJ0006  HISTORY     - UNK      MONUMENTED       USLS
 RJ0006  HISTORY     - 1934     GOOD             USLS
 RJ0006
 RJ0006                          STATION DESCRIPTION
 RJ0006
 RJ0006'DESCRIBED BY US LAKE SURVEY 1934
 RJ0006'AT SAULT STE MARIE.
 RJ0006'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE FOOT OF THE POE LOCK,
 RJ0006'ON THE NORTH SIDE OF THE LOCK, 5 INCHES SOUTH OF THE SOUTH SIDE
 RJ0006'OF THE STEPS LEADING DOWN, DIRECTLY IN LINE WITH THE FRONT EDGE
 RJ0006'OF THE SECOND STEP FROM THE BOTTOM, AND ON THE TOP OF THE
 RJ0006'MASONRY.  THE HIGHEST POINT IN A SQUARE CUT IN THE MASONRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1584 ***********************************************************************
 NF1584  DESIGNATION -  BACON
 NF1584  PID         -  NF1584
 NF1584  STATE/COUNTY-  MI/EATON
 NF1584  USGS QUAD   -  HOYTVILLE (1980)
 NF1584
 NF1584                         *CURRENT SURVEY CONTROL
 NF1584  ___________________________________________________________________
 NF1584* NAD 83(1994)-  42 43 33.56944(N)    084 55 57.39798(W)     ADJUSTED  
 NF1584* NAVD 88     -       271.4    (meters)     890.     (feet)  VERTCON   
 NF1584  ___________________________________________________________________
 NF1584  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 NF1584  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1584
 NF1584  HORZ ORDER  -  FIRST
 NF1584
 NF1584.The horizontal coordinates were established by classical geodetic methods
 NF1584.and adjusted by the National Geodetic Survey in February 1997..
 NF1584
 NF1584.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1584
 NF1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1584
 NF1584.The geoid height was determined by GEOID03.
 NF1584
 NF1584;                    North         East     Units Scale Factor Converg.
 NF1584;SPC MI S     -   136,335.515 3,953,652.346   MT  0.99991071   -0 23 06.5
 NF1584;SPC MI S     -   447,295.00 12,971,300.35   iFT  0.99991071   -0 23 06.5
 NF1584;UTM  16      - 4,732,459.715   669,259.331   MT  0.99995247   +1 24 10.9
 NF1584
 NF1584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1584!SPC MI S     -   0.99996276  x   0.99991071  =   0.99987348
 NF1584!UTM  16      -   0.99996276  x   0.99995247  =   0.99991523
 NF1584
 NF1584|---------------------------------------------------------------------|
 NF1584| PID    Reference Object                     Distance      Geod. Az  |
 NF1584|                                                           dddmmss.s |
 NF1584| CH0762 BACON RM 1                           22.442 METERS 11251     |
 NF1584| NF1585 BACON 1969 AZ MK 1976               APPROX. 0.6 KM 2773821.0 |
 NF1584| NF1583 BACON RM A 1969                      28.876 METERS 31111     |
 NF1584|---------------------------------------------------------------------|
 NF1584
 NF1584                          SUPERSEDED SURVEY CONTROL
 NF1584
 NF1584  NAD 83(1986)-  42 43 33.56723(N)    084 55 57.41497(W) AD(       ) 1
 NF1584  NAD 27      -  42 43 33.44086(N)    084 55 57.44046(W) AD(       ) 1
 NF1584  NGVD 29 (07/19/86)  271.5    (m)          891.     (f) VERT ANG       
 NF1584
 NF1584.Superseded values are not recommended for survey control.
 NF1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1584.See file dsdata.txt to determine how the superseded data were derived.
 NF1584
 NF1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6925932460(NAD 83)
 NF1584_MARKER: DS = TRIANGULATION STATION DISK
 NF1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1584_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1584
 NF1584  HISTORY     - Date     Condition        Report By
 NF1584  HISTORY     - 1969     MONUMENTED       CGS
 NF1584  HISTORY     - 1976     GOOD             NGS
 NF1584  HISTORY     - 1980     GOOD             MIDH
 NF1584
 NF1584                          STATION DESCRIPTION
 NF1584
 NF1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1584'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 20, T. 4 N.,
 NF1584'R. 5 W. AND ON
 NF1584'PROPERTY OF MR. LLOYD BACON.  IT IS LOCATED ABOUT 4-3/4
 NF1584'MILES NORTHWEST OF NEEDMORE,
 NF1584'3-3/4 MILES SOUTHEAST OF SUNFIELD AND 3
 NF1584'MILES SOUTHWEST OF MULLIKEN.
 NF1584'
 NF1584'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 NF1584'MULLIKEN ROAD IN
 NF1584'THE SOUTH EDGE OF MULLIKEN, GO SOUTH ON MULLIKEN ROAD
 NF1584'FOR 2.0 MILES TO A CROSSROAD.  TURN
 NF1584'RIGHT AND GO WEST ON ST. JOE HWY.
 NF1584'FOR 1.8 MILES TO THE RESIDENCE OF MR. BACON ON THE
 NF1584'LEFT AND THE STATION.
 NF1584'
 NF1584'THE STATION MARK IS A STANDARD DISK STAMPED BACON 1969, SET
 NF1584'IN THE TOP OF A
 NF1584'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14 INCHES
 NF1584'BELOW THE GROUND SURFACE.  IT IS
 NF1584'93 FEET WEST OF THE NORTHWEST CORNER
 NF1584'OF THE NORTHEAST ONE OF TWO LARGE BARNS, 87 FEET
 NF1584'SOUTHWEST OF THE
 NF1584'SOUTHWEST CORNER OF A GARAGE, 43 FEET NORTH-NORTHEAST OF THE
 NF1584'NORTHWEST CORNER OF
 NF1584'A SMALL BARN AND 22 FEET WEST-NORTHWEST OF A GAS PUMP.
 NF1584'
 NF1584'REFERENCE MARK 1 IS STANDARD DISK STAMPED BACON NO 1 1969,
 NF1584'SET IN THE TOP OF
 NF1584'A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1584'THE GROUND.  IT IS 50 FEET EAST OF
 NF1584'THE NORTHEAST CORNER OF THE SMALL
 NF1584'BARN AND 2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 NF1584'SOUTHWEST ONE OF
 NF1584'TWO LARGE BARNS.
 NF1584'
 NF1584'BACON RM A IS A STANDARD STATION MARK DISK STAMPED BACON RM A
 NF1584'1969, SET IN THE
 NF1584'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF1584'IS 18 INCHES BELOW THE GROUND
 NF1584'SURFACE.  IT IS 125 FEET WEST OF THE
 NF1584'SOUTHWEST CORNER OF THE GARAGE AND 103 FEET
 NF1584'SOUTH-SOUTHEAST OF A POWER
 NF1584'LINE POLE.
 NF1584'
 NF1584'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BACON 1969, SET
 NF1584'IN THE TOP OF A
 NF1584'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1584'2 INCHES ABOVE THE GROUND.  IT IS
 NF1584'42 FEET WEST OF A TELEPHONE POLE,
 NF1584'22 FEET NORTH OF THE CENTER OF ST. JOE HWY. AND 4
 NF1584'FEET SOUTHWEST OF A
 NF1584'UNDERGROUND CABLE MARKER.
 NF1584'
 NF1584'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON ST. JOE HWY.
 NF1584'FOR 0.4 MILE TO
 NF1584'THE MARK ON THE RIGHT.
 NF1584'
 NF1584'HEIGHT OF LIGHT ABOVE STATION MARK 30.9 METERS.
 NF1584
 NF1584                          STATION RECOVERY (1976)
 NF1584
 NF1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1584'RM 1 TO RM A NOT MEASURED DUE TO CROPS.
 NF1584'
 NF1584'THE STATION MARK, REFERENCE MARKS 1 AND A, AND THE AZIMUTH MARK WERE
 NF1584'RECOVERED AS DESCRIBED IN 1969.  THE TO REACH IS ADEQUATE.
 NF1584'
 NF1584'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1584'
 NF1584'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHWEST
 NF1584'OF MULLIKEN.
 NF1584
 NF1584                          STATION RECOVERY (1980)
 NF1584
 NF1584'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (SJE)
 NF1584'THE STATION, RM 1, RM 2, AND RM A WERE RECOVERED IN GOOD CONDITION.
 NF1584'THE 1976 RECOVERY NOTE IS ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1585 ***********************************************************************
 NF1585  DESIGNATION -  BACON 1969 AZ MK 1976
 NF1585  PID         -  NF1585
 NF1585  STATE/COUNTY-  MI/EATON
 NF1585  USGS QUAD   -  HOYTVILLE (1980)
 NF1585
 NF1585                         *CURRENT SURVEY CONTROL
 NF1585  ___________________________________________________________________
 NF1585* NAD 83(1994)-  42 43 36.04759(N)    084 56 22.46642(W)     ADJUSTED  
 NF1585* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 NF1585  ___________________________________________________________________
 NF1585  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 NF1585  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1585
 NF1585  HORZ ORDER  -  SECOND
 NF1585
 NF1585.The horizontal coordinates were established by classical geodetic methods
 NF1585.and adjusted by the National Geodetic Survey in February 1997..
 NF1585
 NF1585.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1585
 NF1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1585
 NF1585.The geoid height was determined by GEOID03.
 NF1585
 NF1585;                    North         East     Units Scale Factor Converg.
 NF1585;SPC MI S     -   136,415.833 3,953,082.607   MT  0.99991068   -0 23 23.6
 NF1585;SPC MI S     -   447,558.51 12,969,431.13   iFT  0.99991068   -0 23 23.6
 NF1585;UTM  16      - 4,732,522.218   668,687.339   MT  0.99995009   +1 23 54.0
 NF1585
 NF1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1585!SPC MI S     -   0.99996281  x   0.99991068  =   0.99987349
 NF1585!UTM  16      -   0.99996281  x   0.99995009  =   0.99991290
 NF1585
 NF1585|---------------------------------------------------------------------|
 NF1585| PID    Reference Object                     Distance      Geod. Az  |
 NF1585|                                                           dddmmss.s |
 NF1585| NF1586 BACON AZ MK A PT 1976                 5.221 METERS 04837     |
 NF1585| NF1584 BACON                               APPROX. 0.6 KM 0973804.0 |
 NF1585|---------------------------------------------------------------------|
 NF1585
 NF1585                          SUPERSEDED SURVEY CONTROL
 NF1585
 NF1585  NAD 83(1986)-  42 43 36.04538(N)    084 56 22.48341(W) AD(       ) 2
 NF1585  NAD 27      -  42 43 35.91921(N)    084 56 22.50804(W) AD(       ) 2
 NF1585  NGVD 29 (07/19/86)  271.2    (m)          890.     (f) VERT ANG       
 NF1585
 NF1585.Superseded values are not recommended for survey control.
 NF1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1585.See file dsdata.txt to determine how the superseded data were derived.
 NF1585
 NF1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6868732522(NAD 83)
 NF1585_MARKER: DZ = AZIMUTH MARK DISK
 NF1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1585+STABILITY: SURFACE MOTION
 NF1585
 NF1585  HISTORY     - Date     Condition        Report By
 NF1585  HISTORY     - 1976     MONUMENTED       NGS
 NF1585
 NF1585                          STATION DESCRIPTION
 NF1585
 NF1585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1585'STATION MARK IS A STANDARD DISK STAMPED BACON 1969, SET IN THE TOP
 NF1585'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1585'ABOVE THE GROUND.  IT IS 42 FEET WEST OF THE TELEPHONE POLE, 22
 NF1585'FEET NORTH OF THE CENTER OF ST. JOE HWY. AND 4 FEET SOUTHWEST OF AN
 NF1585'UNDERGROUND CABLE MARKER.
 NF1585'
 NF1585'TO REACH THE STATION MARK FROM STATION BACON, GO WEST ON ST. JOE
 NF1585'HWY. FOR 0.4 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1583 ***********************************************************************
 NF1583  DESIGNATION -  BACON RM A 1969
 NF1583  PID         -  NF1583
 NF1583  STATE/COUNTY-  MI/EATON
 NF1583  USGS QUAD   -  HOYTVILLE (1980)
 NF1583
 NF1583                         *CURRENT SURVEY CONTROL
 NF1583  ___________________________________________________________________
 NF1583* NAD 83(1994)-  42 43 34.18568(N)    084 55 58.35317(W)     ADJUSTED  
 NF1583* NAVD 88     -       270.7    (meters)     888.     (feet)  VERTCON   
 NF1583  ___________________________________________________________________
 NF1583  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 NF1583  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF1583
 NF1583  HORZ ORDER  -  FIRST
 NF1583
 NF1583.The horizontal coordinates were established by classical geodetic methods
 NF1583.and adjusted by the National Geodetic Survey in February 1997..
 NF1583
 NF1583.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1583
 NF1583.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1583
 NF1583.The geoid height was determined by GEOID03.
 NF1583
 NF1583;                    North         East     Units Scale Factor Converg.
 NF1583;SPC MI S     -   136,354.675 3,953,630.745   MT  0.99991070   -0 23 07.2
 NF1583;SPC MI S     -   447,357.86 12,971,229.48   iFT  0.99991070   -0 23 07.2
 NF1583;UTM  16      - 4,732,478.192   669,237.141   MT  0.99995238   +1 24 10.3
 NF1583
 NF1583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1583!SPC MI S     -   0.99996287  x   0.99991070  =   0.99987357
 NF1583!UTM  16      -   0.99996287  x   0.99995238  =   0.99991525
 NF1583
 NF1583:                Primary Azimuth Mark                     Grid Az
 NF1583:SPC MI S     -  FROST                                    023 03 03.5
 NF1583:UTM  16      -  FROST                                    021 15 46.0
 NF1583
 NF1583|---------------------------------------------------------------------|
 NF1583| PID    Reference Object                     Distance      Geod. Az  |
 NF1583|                                                           dddmmss.s |
 NF1583| NF1593 FROST                               APPROX.14.0 KM 0223956.3 |
 NF1583| NF1584 BACON                                28.876 METERS 13111     |
 NF1583|---------------------------------------------------------------------|
 NF1583
 NF1583                          SUPERSEDED SURVEY CONTROL
 NF1583
 NF1583  NAD 83(1986)-  42 43 34.18364(N)    084 55 58.37040(W) AD(       ) 1
 NF1583  NAD 27      -  42 43 34.05711(N)    084 55 58.39560(W) AD(       ) 1
 NF1583  NGVD 29 (07/19/86)  270.8    (m)          888.     (f) VERT ANG       
 NF1583
 NF1583.Superseded values are not recommended for survey control.
 NF1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1583.See file dsdata.txt to determine how the superseded data were derived.
 NF1583
 NF1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6923732478(NAD 83)
 NF1583_MARKER: DS = TRIANGULATION STATION DISK
 NF1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1583+STABILITY: SURFACE MOTION
 NF1583
 NF1583  HISTORY     - Date     Condition        Report By
 NF1583  HISTORY     - 1969     MONUMENTED       CGS
 NF1583
 NF1583                          STATION DESCRIPTION
 NF1583
 NF1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1583'THE STATION IS LOCATED ABOUT 4-3/4 MILES NORTHWEST
 NF1583'OF NEEDMORE, 3-3/4
 NF1583'MILES SOUTHEAST OF SUNFIELD AND 3 MILES SOUTHWEST OF
 NF1583'MULLIKEN IN THE NORTHWEST 1/4 OF SEC.
 NF1583'20, T. 4 N., R. 5 W. ON THE PROPERTY
 NF1583'OWNED BY MR. LLOYD BACON.
 NF1583'
 NF1583'THE STATION MARK IS A STANDARD DISK STAMPED BACON RM A 1969, SET
 NF1583'IN THE TOP OF A
 NF1583'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 18 INCHES
 NF1583'UNDERGROUND.  IT IS 103 FEET
 NF1583'SOUTH-SOUTHEAST OF A POWER LINE POLE AND
 NF1583'125 FEET WEST OF THE SOUTHWEST CORNER OF A
 NF1583'GARAGE.
 NF1583'
 NF1583'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BACON 1969
 NF1583'AND THE DISTANCE,
 NF1583'REDUCED TO SEA LEVEL.  FOR A ROUTE TO THE STATION SEE THE DESCRIPTION
 NF1583'FOR THE TRIANGULATION STATION BACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0037 ***********************************************************************
 RH0037  DESIGNATION -  BACON USLS 1894
 RH0037  PID         -  RH0037
 RH0037  STATE/COUNTY-  MI/CHIPPEWA
 RH0037  USGS QUAD   -  BURNT ISLAND (1994)
 RH0037
 RH0037                         *CURRENT SURVEY CONTROL
 RH0037  ___________________________________________________________________
 RH0037* NAD 83(1994)-  46 03 28.57620(N)    083 49 35.15337(W)     ADJUSTED  
 RH0037* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RH0037  ___________________________________________________________________
 RH0037  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 RH0037  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 RH0037
 RH0037  HORZ ORDER  -  FIRST
 RH0037
 RH0037.The horizontal coordinates were established by classical geodetic methods
 RH0037.and adjusted by the National Geodetic Survey in February 1997..
 RH0037
 RH0037.The orthometric height was scaled from a topographic map.
 RH0037
 RH0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0037
 RH0037.The geoid height was determined by GEOID03.
 RH0037
 RH0037;                    North         East     Units Scale Factor Converg.
 RH0037;SPC MI N     -   146,579.379 8,245,490.845   MT  0.99991067   +2 17 37.8
 RH0037;SPC MI N     -   480,903.47 27,052,135.32   iFT  0.99991067   +2 17 37.8
 RH0037;SPC MI C     -   304,770.099 6,041,808.676   MT  1.00010255   +0 22 53.9
 RH0037;SPC MI C     -   999,901.90 19,822,206.94   iFT  1.00010255   +0 22 53.9
 RH0037;UTM  17      - 5,104,369.163   281,374.581   MT  1.00018762   -2 02 09.4
 RH0037
 RH0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0037!SPC MI N     -   0.99997788  x   0.99991067  =   0.99988855
 RH0037!SPC MI C     -   0.99997788  x   1.00010255  =   1.00008042
 RH0037!UTM  17      -   0.99997788  x   1.00018762  =   1.00016549
 RH0037
 RH0037:                Primary Azimuth Mark                     Grid Az
 RH0037:SPC MI N     -  PIRATE IBC 1944                          274 23 05.9
 RH0037:SPC MI C     -  PIRATE IBC 1944                          276 17 49.8
 RH0037:UTM  17      -  PIRATE IBC 1944                          278 42 53.1
 RH0037
 RH0037|---------------------------------------------------------------------|
 RH0037| PID    Reference Object                     Distance      Geod. Az  |
 RH0037|                                                           dddmmss.s |
 RH0037| RH0046 PIRATE IBC 1944                     APPROX. 6.3 KM 2764043.7 |
 RH0037|---------------------------------------------------------------------|
 RH0037
 RH0037                          SUPERSEDED SURVEY CONTROL
 RH0037
 RH0037  NAD 83(1986)-  46 03 28.56569(N)    083 49 35.14521(W) AD(       ) 1
 RH0037  NAD 27      -  46 03 28.48800(N)    083 49 35.11500(W) AD(       ) 1
 RH0037
 RH0037.Superseded values are not recommended for survey control.
 RH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0037.See file dsdata.txt to determine how the superseded data were derived.
 RH0037
 RH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8137504369(NAD 83)
 RH0037_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0037+STABILITY: SURFACE MOTION
 RH0037
 RH0037  HISTORY     - Date     Condition        Report By
 RH0037  HISTORY     - 1894     MONUMENTED       USLS
 RH0037  HISTORY     - 1958     GOOD             IBC
 RH0037
 RH0037                          STATION DESCRIPTION
 RH0037
 RH0037'DESCRIBED BY US LAKE SURVEY 1894
 RH0037'THIS STATION IS ALSO CALLED BACON ISLAND IN THE U S C + G S SPECIAL
 RH0037'PUBLICATION NO 214.  IT IS ABOUT THE CENTER OF BACON ISLAND IN AN
 RH0037'E - W DIRECTION AND 75 FEET FROM THE N END OF THE ISLAND.
 RH0037'
 RH0037'STATION MARKS--THE ORIGINAL MARKER, A DRILL HOLE IN THE TOP OF A
 RH0037'6-INCH SQUARE STONE POST, WAS IN PLACE WITH THE TOP FLUSH WITH THE
 RH0037'GROUND.  A STANDARD BRONZE U S L S DISK SET IN A 6-INCH CONCRETE
 RH0037'CYLINDER 2 FEET LONG WAS FOUND SET OVER THE STATION IN A CAIRN.  A
 RH0037'CROSS AND THE WORD---BACON---WERE ON THE TOP OF THE DISK.
 RH0037
 RH0037                          STATION RECOVERY (1958)
 RH0037
 RH0037'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1006 ***********************************************************************
 OJ1006  DESIGNATION -  BADER
 OJ1006  PID         -  OJ1006
 OJ1006  STATE/COUNTY-  MI/TUSCOLA
 OJ1006  USGS QUAD   -  JUNIATA (1963)
 OJ1006
 OJ1006                         *CURRENT SURVEY CONTROL
 OJ1006  ___________________________________________________________________
 OJ1006* NAD 83(1994)-  43 19 16.83860(N)    083 22 36.65109(W)     ADJUSTED  
 OJ1006* NAVD 88     -       297.77   (+/-2cm)     976.9    (feet)  VERTCON   
 OJ1006  ___________________________________________________________________
 OJ1006  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 OJ1006  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 OJ1006
 OJ1006  HORZ ORDER  -  FIRST
 OJ1006  VERT ORDER  -  THIRD ? (See Below)
 OJ1006
 OJ1006.The horizontal coordinates were established by classical geodetic methods
 OJ1006.and adjusted by the National Geodetic Survey in February 1997..
 OJ1006
 OJ1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1006.The vertical order pertains to the NGVD 29 superseded value.
 OJ1006
 OJ1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1006
 OJ1006.The geoid height was determined by GEOID03.
 OJ1006
 OJ1006;                    North         East     Units Scale Factor Converg.
 OJ1006;SPC MI S     -   202,785.614 4,080,281.932   MT  0.99993584   +0 40 25.0
 OJ1006;SPC MI S     -   665,307.13 13,386,751.75   iFT  0.99993584   +0 40 25.0
 OJ1006;UTM  17      - 4,799,243.939   307,276.396   MT  1.00005691   -1 37 52.4
 OJ1006
 OJ1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1006!SPC MI S     -   0.99995866  x   0.99993584  =   0.99989450
 OJ1006!UTM  17      -   0.99995866  x   1.00005691  =   1.00001557
 OJ1006
 OJ1006:                Primary Azimuth Mark                     Grid Az
 OJ1006:SPC MI S     -  CLIFFORD MUNICIPAL TANK                  090 25 49.6
 OJ1006:UTM  17      -  CLIFFORD MUNICIPAL TANK                  092 44 07.0
 OJ1006
 OJ1006|---------------------------------------------------------------------|
 OJ1006| PID    Reference Object                     Distance      Geod. Az  |
 OJ1006|                                                           dddmmss.s |
 OJ1006| OJ0932 CLIFFORD MUNICIPAL TANK             APPROX.16.1 KM 0910614.6 |
 OJ1006| CH0766 BADER RM 2                           57.656 METERS 13702     |
 OJ1006| CH0764 BADER AZ MK                                        3323927.9 |
 OJ1006| OJ1013 CARO STATE HOSPITAL TANK            APPROX.15.6 KM 3402032.3 |
 OJ1006| CH0765 BADER RM 1                           26.747 METERS 34557     |
 OJ1006|---------------------------------------------------------------------|
 OJ1006
 OJ1006                          SUPERSEDED SURVEY CONTROL
 OJ1006
 OJ1006  NAD 83(1986)-  43 19 16.83036(N)    083 22 36.68241(W) AD(       ) 1
 OJ1006  NAD 27      -  43 19 16.74500(N)    083 22 36.85700(W) AD(       ) 1
 OJ1006  NGVD 29 (07/19/86)  297.90   (m)          977.4    (f) LEVELING    3  
 OJ1006
 OJ1006.Superseded values are not recommended for survey control.
 OJ1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1006.See file dsdata.txt to determine how the superseded data were derived.
 OJ1006
 OJ1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0727699244(NAD 83)
 OJ1006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1006
 OJ1006  HISTORY     - Date     Condition        Report By
 OJ1006  HISTORY     - 1943     MONUMENTED       CGS
 OJ1006  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ1006  HISTORY     - 1980     GOOD             MIDH
 OJ1006  HISTORY     - 19990529 GOOD             USPSQD
 OJ1006
 OJ1006                          STATION DESCRIPTION
 OJ1006
 OJ1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1006'STATION IS LOCATED ABOUT 1.5 MILES SW OF THE VILLAGE OF MAYVILLE ON
 OJ1006'LAND OWNED BY BARBARA BADER.
 OJ1006'THE MARK IS SET 53 FEET W OF THE BARN, 2.7 FEET
 OJ1006'S OF A REFERENCE POST AND 2.5 FEET
 OJ1006'W OF A RAIL FENCE ENCLOSING
 OJ1006'THE BARNYARD.  STAMPED BADER 1943.
 OJ1006'
 OJ1006'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1006'DISKS SET IN
 OJ1006'CONCRETE.
 OJ1006'
 OJ1006'REFERENCE MARK 1 IS 87.75 FEET SW OF THE STATION, IN A FENCELINE,
 OJ1006'45.5 FEET S OF THE
 OJ1006'SW CORNER OF THE BARN.  STAMPED BADER NO 1
 OJ1006'1943.  REFERENCE MARK 2 IS 189.16
 OJ1006'FEET NNW OF THE STATION, 39 FEET
 OJ1006'W OF A FENCE CORNER, 32 FEET S OF THE CENTER LINE OF
 OJ1006'A GRAVELED
 OJ1006'ROAD AND 1.0 FOOT N OF THE E-W FENCE.  STAMPED BADER NO I 1943.
 OJ1006'
 OJ1006'THE AZIMUTH MARK IS APPROXIMATELY 0.6 MILE NW OF THE STATION.
 OJ1006'THE MARK IS SET ON
 OJ1006'A ROAD BANK AT THE SE CORNER OF A FENCED-IN
 OJ1006'PASTURE FIELD.  IT IS 32.5 FEET W OF
 OJ1006'THE MERTZ ROAD AND 2.2 FEET
 OJ1006'S OF A REFERENCE POST.  STAMPED BADER 1943.
 OJ1006'
 OJ1006'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 OJ1006'AND 38 IN MAYVILLE
 OJ1006'GO W ON ROUTE 38 FOR 1.5 MILES TO A CROSSROADS,
 OJ1006'TURN LEFT OR S ON THE MERTZ ROAD AND
 OJ1006'GO 0.5 MILE TO THE AZIMUTH
 OJ1006'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE S ON THE
 OJ1006'MERTZ ROAD FOR
 OJ1006'0.5 MILE TO A CROSS ROAD, TURN LEFT AND FOLLOW THE GRAVELED ROAD
 OJ1006'E FOR 0.3 MILE TO
 OJ1006'THE DRIVEWAY INTO THE BADER RESIDENCE ON THE
 OJ1006'RIGHT, TURN RIGHT INTO THE FARMYARD
 OJ1006'AND CONTINUE TO A BOARD GATE
 OJ1006'BETWEEN THE BARN AND SHED.  PASS THROUGH THE GATE AND
 OJ1006'GO TO A
 OJ1006'RAIL FENCE W OF THE BARN AND STATION SITE.
 OJ1006'
 OJ1006'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1006
 OJ1006                          STATION RECOVERY (1958)
 OJ1006
 OJ1006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ1006'STATION RECOVERED IN GOOD CONDITION.
 OJ1006'
 OJ1006'THE STATION IS LOCATED 1 MILE SOUTH AND 1-1/4 MILES WEST OF MAYVILLE,
 OJ1006'T 10 N, R 9 E, IN NORTHEAST CORNER,
 OJ1006'SEC. 2, 218 FEET SOUTH OF CENTER E-W ROAD, 675 FEET WEST OF T-ROAD
 OJ1006'SOUTH, 1400 FEET EAST OF T-ROAD NORTH,
 OJ1006'128 FEET WEST OF PRIVATE DRIVE SOUTH, AND 53 FEET WEST
 OJ1006'OF A BARN, IN CONCRETE POST, STANDARD DISK,
 OJ1006'STAMPED BADER 1943.
 OJ1006
 OJ1006                          STATION RECOVERY (1980)
 OJ1006
 OJ1006'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1006'THE STATION WAS FOUND IN GOOD CONDITION, ON PRIVATE LAND.
 OJ1006
 OJ1006                          STATION RECOVERY (1999)
 OJ1006
 OJ1006'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0531 ***********************************************************************
 OJ0531  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0531  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0531  DESIGNATION -  BAKER
 OJ0531  PID         -  OJ0531
 OJ0531  STATE/COUNTY-  MI/BAY
 OJ0531  USGS QUAD   -  BAY CITY NE (1973)
 OJ0531
 OJ0531                         *CURRENT SURVEY CONTROL
 OJ0531  ___________________________________________________________________
 OJ0531* NAD 83(1994)-  43 37 33.70513(N)    083 50 19.93621(W)     ADJUSTED  
 OJ0531* NAVD 88     -       177.854  (meters)     583.51   (feet)  ADJUSTED  
 OJ0531  ___________________________________________________________________
 OJ0531  X           -     496,307.364 (meters)                     COMP
 OJ0531  Y           -  -4,597,636.120 (meters)                     COMP
 OJ0531  Z           -   4,378,206.924 (meters)                     COMP
 OJ0531  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 OJ0531  ELLIP HEIGHT-         143.27  (meters)          (07/12/02) GPS OBS
 OJ0531  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OJ0531  DYNAMIC HT  -         177.819 (meters)     583.39  (feet)  COMP
 OJ0531  MODELED GRAV-     980,420.9   (mgal)                       NAVD 88
 OJ0531  OBS GRAVITY -     980,423.3   (mgal)                       GRAV_OBS
 OJ0531
 OJ0531  HORZ ORDER  -  B
 OJ0531  VERT ORDER  -  FIRST     CLASS 0
 OJ0531  ELLP ORDER  -  FOURTH    CLASS II
 OJ0531
 OJ0531.The horizontal coordinates were established by GPS observations
 OJ0531.and adjusted by the National Geodetic Survey in September 1995..
 OJ0531
 OJ0531.The orthometric height was determined by differential leveling
 OJ0531.and adjusted by the National Geodetic Survey in March 1997..
 OJ0531
 OJ0531.This Tidal Bench Mark is designated as VM 13058
 OJ0531.by the Center for Operational Oceanographic Products and Services.
 OJ0531
 OJ0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0531
 OJ0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0531
 OJ0531.The ellipsoidal height was determined by GPS observations
 OJ0531.and is referenced to NAD 83.
 OJ0531
 OJ0531.The geoid height was determined by GEOID03.
 OJ0531
 OJ0531.The dynamic height is computed by dividing the NAVD 88
 OJ0531.geopotential number by the normal gravity value computed on the
 OJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0531.degrees latitude (g = 980.6199 gals.).
 OJ0531
 OJ0531.The modeled gravity was interpolated from observed gravity values.
 OJ0531.The observed gravity was obtained from relative gravimeter ties
 OJ0531.to the IGSN71 gravity network.
 OJ0531
 OJ0531;                    North         East     Units Scale Factor Converg.
 OJ0531;SPC MI S     -   236,297.001 4,042,596.774   MT  0.99999055   +0 21 33.0
 OJ0531;SPC MI S     -   775,252.63 13,263,112.78   iFT  0.99999055   +0 21 33.0
 OJ0531;UTM  17      - 4,834,254.533   270,966.666   MT  1.00024527   -1 57 34.3
 OJ0531
 OJ0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0531!SPC MI S     -   0.99997753  x   0.99999055  =   0.99996808
 OJ0531!UTM  17      -   0.99997753  x   1.00024527  =   1.00022280
 OJ0531
 OJ0531|---------------------------------------------------------------------|
 OJ0531| PID    Reference Object                     Distance      Geod. Az  |
 OJ0531|                                                           dddmmss.s |
 OJ0531| AA8054 ESSEX B                             268.246 METERS 04937     |
 OJ0531|---------------------------------------------------------------------|
 OJ0531
 OJ0531                          SUPERSEDED SURVEY CONTROL
 OJ0531
 OJ0531  ELLIP H (09/20/95)  143.28   (m)                       GP(       ) 1 2
 OJ0531  NAVD 88 (06/15/91)  177.891  (m)          583.63   (f) UNKNOWN     1 0
 OJ0531  NGVD 29 (??/??/92)  178.030  (m)          584.09   (f) ADJ UNCH    1 0
 OJ0531
 OJ0531.Superseded values are not recommended for survey control.
 OJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0531.See file dsdata.txt to determine how the superseded data were derived.
 OJ0531
 OJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7096734255(NAD 83)
 OJ0531_MARKER: DD = SURVEY DISK
 OJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0531_SP_SET: CONCRETE POST
 OJ0531_STAMPING: BAKER 1967
 OJ0531_MARK LOGO: USLS  
 OJ0531_PROJECTION: FLUSH
 OJ0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0531+STABILITY: SURFACE MOTION
 OJ0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0531+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1994
 OJ0531
 OJ0531  HISTORY     - Date     Condition        Report By
 OJ0531  HISTORY     - 1967     MONUMENTED       USLS
 OJ0531  HISTORY     - 1976     GOOD             NOS
 OJ0531  HISTORY     - 19940520 GOOD             NGS
 OJ0531  HISTORY     - 19941012 GOOD             NOS
 OJ0531
 OJ0531                          STATION DESCRIPTION
 OJ0531
 OJ0531'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0531'IN ESSEXVILLE.
 OJ0531'0.7 MILE NORTH ALONG PINE ST. FROM THE INTERSECTION OF WOODSIDE ST.,
 OJ0531'ON PROPERTY OF BAKERS YACHT SERVICE, NEAR WATERS EDGE, 60.0 FT. NORTH
 OJ0531'OF THE EIGHTH FENCE POST EAT OF RIVERS EDGE, 48.2 FT. SOUTHWEST OF
 OJ0531'MOST SOUTH OF WEST CORNER AND 34.4 FT. SOUTHWEST OF MOST NORTH OF
 OJ0531'WEST CORNER, 27.2 FT. NOOTH OF MARINE RAILWAYS NORTHERNMOST RAIL,
 OJ0531'BEING HIGHEST POINT ON BRONZE DISK SET FLUSH WITH THE GROUND SURFACE.
 OJ0531
 OJ0531                          STATION RECOVERY (1994)
 OJ0531
 OJ0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0531'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF BAY CITY, 1.6
 OJ0531'KM (1.00 MI) NORTH OF ESSEXVILLE, AT A BOAT MARINA, IN THE SOUTHEAST
 OJ0531'1/4 OF SECTION 11, T14N, R5E, BANGOR TOWNSHIP.  OWNERSHIP--KEITH
 OJ0531'ANDERSON, 2363 WEADOCK, ESSEXVILLE MI 48732 PHONE 517-894-0552.  TO
 OJ0531'REACH FROM THE POST OFFICE IN ESSEXVILLE, GO NORTHEASTERLY ON WOODSIDE
 OJ0531'AVENUE FOR 0.6 KM (0.35 MI) TO A CROSSROAD, PINE STREET. TURN LEFT
 OJ0531'NORTHERLY ON PINE STREET FOR 1.1 KM (0.70 MI) TO ANDERSONS MARINE
 OJ0531'DIVISION (FORMERLY BAKERS MARINA) .  TURN LEFT INTO DRIVE AND FOLLOW
 OJ0531'IT TO THE WATERS EDGE, THE DOCK AND STATION.  STATION IS RECESSED 6 CM
 OJ0531'BELOW GROUND.  IT IS 25.8 M (84.6 FT) SOUTH-SOUTHWEST FROM THE
 OJ0531'NORTHWEST CORNER OF A METAL BUILDING, 18.2 M (59.7 FT) NORTH OF A
 OJ0531'CHAIN LINK FENCE, 12.8 M (42.0 FT) EAST FROM THE WATERS EDGE, 10.45 M
 OJ0531'(34.28 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL
 OJ0531'BUILDING, AND 8.2 M (26.9 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS
 OJ0531'POST SET BY A 4X4 INCH WOODEN POST WITH A WATER FAUCET ATTACHED.
 OJ0531
 OJ0531                          STATION RECOVERY (1994)
 OJ0531
 OJ0531'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0531'0.7 MILE (1.1 KM) NORTH ALONG PINE ST.  FROM THE INTERSECTION OF
 OJ0531'WOODSIDE ST., ON PROPERTY OF BAKERS YACHT SERVICE, NEAR WATERS EDGE,
 OJ0531'60.0 FT.  (18.3 M) NORTH OF THE EIGHTH FENCE POST EAT OF RIVERS EDGE,
 OJ0531'48.2 FT.  (14.7 M) SOUTHWEST OF MOST SOUTH OF WEST CORNER AND 34.4 FT.
 OJ0531'(10.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF ANDERSONS METAL STORAGE
 OJ0531'BUILDING.  32.2 FT.  (9.8 M) NORTHEAST OF THE SOUTHEAST END OF THE
 OJ0531'NORTHERN MOST WOOD RAILWAY FOR BOAT LAUNCH.  BEING HIGHEST POINT ON
 OJ0531'BRONZE DISK SET FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0209 ***********************************************************************
 RJ0209  DESIGNATION -  BAKER
 RJ0209  PID         -  RJ0209
 RJ0209  STATE/COUNTY-  MI/CHIPPEWA
 RJ0209  USGS QUAD   -  GOETZVILLE (1976)
 RJ0209
 RJ0209                         *CURRENT SURVEY CONTROL
 RJ0209  ___________________________________________________________________
 RJ0209* NAD 83(1986)-  46 19 02.     (N)    084 06 08.     (W)     SCALED    
 RJ0209* NAVD 88     -       177.885  (meters)     583.61   (feet)  ADJUSTED  
 RJ0209  ___________________________________________________________________
 RJ0209  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0209  DYNAMIC HT  -         177.894 (meters)     583.64  (feet)  COMP
 RJ0209  MODELED GRAV-     980,663.0   (mgal)                       NAVD 88
 RJ0209
 RJ0209  VERT ORDER  -  FIRST     CLASS I
 RJ0209
 RJ0209.The horizontal coordinates were scaled from a topographic map and have
 RJ0209.an estimated accuracy of +/- 6 seconds.
 RJ0209
 RJ0209.The orthometric height was determined by differential leveling
 RJ0209.and adjusted by the National Geodetic Survey in June 1991..
 RJ0209
 RJ0209.The geoid height was determined by GEOID03.
 RJ0209
 RJ0209.The dynamic height is computed by dividing the NAVD 88
 RJ0209.geopotential number by the normal gravity value computed on the
 RJ0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0209.degrees latitude (g = 980.6199 gals.).
 RJ0209
 RJ0209.The modeled gravity was interpolated from observed gravity values.
 RJ0209
 RJ0209;                    North         East    Units  Estimated Accuracy
 RJ0209;SPC MI N     -   174,560.    8,223,110.      MT  (+/- 180 meters Scaled)
 RJ0209
 RJ0209                          SUPERSEDED SURVEY CONTROL
 RJ0209
 RJ0209  NGVD 29 (??/??/92)  177.868  (m)          583.56   (f) ADJ UNCH    1 1
 RJ0209
 RJ0209.Superseded values are not recommended for survey control.
 RJ0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0209.See file dsdata.txt to determine how the superseded data were derived.
 RJ0209
 RJ0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS230333(NAD 83)
 RJ0209_MARKER: B = BOLT
 RJ0209_SETTING: 80 = SET IN A BOULDER
 RJ0209_SP_SET: BOULDER
 RJ0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0209+STABILITY: SURFACE MOTION
 RJ0209
 RJ0209  HISTORY     - Date     Condition        Report By
 RJ0209  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0209  HISTORY     - 1969     GOOD             USLS
 RJ0209
 RJ0209                          STATION DESCRIPTION
 RJ0209
 RJ0209'DESCRIBED BY US LAKE SURVEY 1969
 RJ0209'AT ST JOSEPH ISLAND.
 RJ0209'BAKER, IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0209'FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES TO INTERSECTION
 RJ0209'OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST 2.5 MILES TO
 RJ0209'INTERSECTION OF D LINE RODA, CONTINUE SOUTHWEST 2.5 MILES TO
 RJ0209'INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHEAST 1.3 MILES
 RJ0209'TO INTERSECTION OF HIGHWAY NO. 548, CONTINUE NORTHWEST 1.3
 RJ0209'MILES TO INTERSECTION, TURN RIGHT, GO 1.4 MILES NORTHEAST TO
 RJ0209'T-INTERSECTION, TURN LEFT, GO 0.9 MILE NROTHERLY TO Y-INTERSECTION
 RJ0209'TURN LEFT, GO NORTHWEST, 0.9 MILE TO BAKERS COTTAGE ON EAST
 RJ0209'SIDE OF ROAD, 48.8 FEET NORTHEAST OF SOUTHEAST CORNER AND 42.0
 RJ0209'FEET EAST NORTHEAST OF NORTHEAST CORNER OF DWELLING, 2,.6 FEET
 RJ0209'NORTH OF NORTHEAST CORNER OF STORAGE SHED, 1-1/2 FEET ABOVE
 RJ0209'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 RJ0209'DIAMETER BOLT SET INTO THE TOP OF A 2 X 4 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1655 ***********************************************************************
 NF1655  DESIGNATION -  BAKER
 NF1655  PID         -  NF1655
 NF1655  STATE/COUNTY-  MI/OTTAWA
 NF1655  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF1655
 NF1655                         *CURRENT SURVEY CONTROL
 NF1655  ___________________________________________________________________
 NF1655* NAD 83(1994)-  42 48 33.02747(N)    085 49 21.26751(W)     ADJUSTED  
 NF1655* NAVD 88     -       272.8    (meters)     895.     (feet)  GPS OBS   
 NF1655  ___________________________________________________________________
 NF1655  X           -     341,393.706 (meters)                     COMP
 NF1655  Y           -  -4,674,109.757 (meters)                     COMP
 NF1655  Z           -   4,312,136.415 (meters)                     COMP
 NF1655  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 NF1655  ELLIP HEIGHT-         239.37  (meters)          (07/17/02) GPS OBS
 NF1655  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF1655
 NF1655  HORZ ORDER  -  FIRST
 NF1655  ELLP ORDER  -  FOURTH    CLASS I
 NF1655
 NF1655.The horizontal coordinates were established by GPS observations
 NF1655.and adjusted by the National Geodetic Survey in February 1997..
 NF1655
 NF1655.The orthometric height was determined by GPS observations and a
 NF1655.high-resolution geoid model.
 NF1655
 NF1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1655
 NF1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1655
 NF1655.The ellipsoidal height was determined by GPS observations
 NF1655.and is referenced to NAD 83.
 NF1655
 NF1655.The geoid height was determined by GEOID03.
 NF1655
 NF1655;                    North         East     Units Scale Factor Converg.
 NF1655;SPC MI S     -   146,449.026 3,880,934.083   MT  0.99990775   -0 59 26.8
 NF1655;SPC MI S     -   480,475.81 12,732,723.37   iFT  0.99990775   -0 59 26.8
 NF1655;UTM  16      - 4,740,296.510   596,267.012   MT  0.99971401   +0 48 00.7
 NF1655
 NF1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1655!SPC MI S     -   0.99996246  x   0.99990775  =   0.99987022
 NF1655!UTM  16      -   0.99996246  x   0.99971401  =   0.99967648
 NF1655
 NF1655|---------------------------------------------------------------------|
 NF1655| PID    Reference Object                     Distance      Geod. Az  |
 NF1655|                                                           dddmmss.s |
 NF1655| CH0767 BAKER RM 1                           16.708 METERS 09015     |
 NF1655| NF1642 BYRON CTR BELL TEL MICROWAVE        APPROX.13.9 KM 0953526.1 |
 NF1655| NF0757 DIAS 2                              APPROX.14.2 KM 0953856.9 |
 NF1655| NF1654 JAMESTOWN WISC MICH PIPE MAST        47.938 METERS 10124     |
 NF1655| CH0768 BAKER RM 2                                         17421     |
 NF1655| NG0711 ZEELAND MUN TANK                    APPROX.15.0 KM 2722311.0 |
 NF1655|---------------------------------------------------------------------|
 NF1655
 NF1655                          SUPERSEDED SURVEY CONTROL
 NF1655
 NF1655  ELLIP H (02/03/97)  239.39   (m)                       GP(       ) 4 1
 NF1655  NAD 83(1994)-  42 48 33.02917(N)    085 49 21.27381(W) AD(       ) 1
 NF1655  NAD 83(1986)-  42 48 33.02669(N)    085 49 21.28012(W) AD(       ) 1
 NF1655  NAD 27      -  42 48 32.92575(N)    085 49 21.16603(W) AD(       ) 1
 NF1655  NGVD 29 (07/19/86)  273.0    (m)          896.     (f) VERT ANG       
 NF1655
 NF1655.Superseded values are not recommended for survey control.
 NF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1655.See file dsdata.txt to determine how the superseded data were derived.
 NF1655
 NF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9626740297(NAD 83)
 NF1655_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1655_STAMPING: BAKER 1969
 NF1655_MARK LOGO: CGS   
 NF1655_PROJECTION: FLUSH
 NF1655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1655+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 NF1655
 NF1655  HISTORY     - Date     Condition        Report By
 NF1655  HISTORY     - 1969     MONUMENTED       CGS
 NF1655  HISTORY     - 1980     GOOD             MIDH
 NF1655  HISTORY     - 19930310 GOOD             MIDT
 NF1655  HISTORY     - 19980707 GOOD             WADTRI
 NF1655  HISTORY     - 20040708 GOOD             INDIV
 NF1655
 NF1655                          STATION DESCRIPTION
 NF1655
 NF1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1655'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 22, T. 5 N.,
 NF1655'R. 3 W. AND ON
 NF1655'PROPERTY OF MR. HENRY BAKER.  IT IS ABOUT 10 MILES EAST OF
 NF1655'ZEELAND, 4-3/4 MILES
 NF1655'SOUTH-SOUTHEAST OF HUDSONVILLE AND 4-3/4 MILES WEST
 NF1655'OF BYRON CENTER.
 NF1655'
 NF1655'TO REACH THE STATION FROM THE POST OFFICE IN BYRON CENTER, GO WEST
 NF1655'ON 84TH STREET SW
 NF1655'FOR 3.0 MILES TO THE KENT-OTTAWA COUNTY LINE.
 NF1655'CONTINUE WEST ON BYRON ROAD FOR 2.0
 NF1655'MILES TO A SIDE ROAD LEFT.  TURN
 NF1655'LEFT AND GO SOUTH ON 16TH AVENUE FOR 0.15 MILE TO THE
 NF1655'STATION ON THE
 NF1655'RIGHT.
 NF1655'
 NF1655'THE STATION MARK IS A STANDARD DISK STAMPED BAKER 1969, SET
 NF1655'IN THE TOP OF A
 NF1655'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14-INCHES
 NF1655'BELOW THE GROUND SURFACE.  IT IS
 NF1655'55.2 FEET WEST OF A METAL WITNESS POST,
 NF1655'33 FEET WEST OF THE CENTER OF 16TH AVENUE AND 26.5
 NF1655'FEET NORTHWEST OF A
 NF1655'24-INCH MAPLE TREE.
 NF1655'
 NF1655'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAKER NO 1 1969,
 NF1655'SET IN THE TOP OF
 NF1655'A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1655'4 INCHES ABOVE THE GROUND.  IT IS 22
 NF1655'FEET EAST OF THE CENTER OF 16TH
 NF1655'AVENUE, 15.8 FEET NORTH OF A FENCE CORNER, 1.3 FEET
 NF1655'SOUTH OF THE METAL
 NF1655'WITNESS POST AND 0.8 OF A FOOT WEST OF A WIRE FENCE.
 NF1655'
 NF1655'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAKER NO 2 1969,
 NF1655'SET IN THE TOP OF
 NF1655'A 12 INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1655'3 INCHES ABOVE THE GROUND.  IT IS 25
 NF1655'FEET EAST OF THE CENTER OF 16TH
 NF1655'AVENUE, 18 FEET NORTH OF THE CENTER OF A FIELD
 NF1655'ENTRANCE, 1.6 FEET NORTH
 NF1655'OF A METAL WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 NF1655'
 NF1655'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTH ON 16TH AVENUE
 NF1655'FOR 0.1 MILE TO
 NF1655'THE MARK ON THE LEFT.
 NF1655'
 NF1655'REFERENCE MARK 2 WAS USED AS AN AZIMUTH MARK.
 NF1655'
 NF1655'HEIGHT OF LIGHT ABOVE STATION MARK 4.8 METERS.
 NF1655
 NF1655                          STATION RECOVERY (1980)
 NF1655
 NF1655'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1655'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 NF1655'THE UPPER MARK OF THE STATION IS NOW 10 INCHES BELOW THE GROUND
 NF1655'SURFACE.  THE STATION IS IN A CULTIVATED FIELD AND COULD POSSIBLY BE
 NF1655'DAMAGED AT A FUTURE DATE BY FARM EQUIPMENT.
 NF1655'
 NF1655'THE STATION IS N30 E, 25.4 FEET FROM THE FACE OF A 24 INCH MAPLE TREE
 NF1655'AND N60 E, 57.8 FEET FROM THE FACE OF A 40 INCH MAPLE TREE.
 NF1655
 NF1655                          STATION RECOVERY (1993)
 NF1655
 NF1655'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NF1655'STATION IS LOCATED IN QUAD 420854 ON THE HUDSONVILLE EAST QUADRANGLE
 NF1655'MAP. STATION IS IN THE NORTHEAST 1/4 OF SECTION 22, T-5-N, R-13-W,
 NF1655'JAMESTOWN TOWNSHIP, ABOUT 5 MILES (8.0 KM) SOUTH OF HUDSONVILLE, ABOUT
 NF1655'9 MILES (14.5 KM) EAST OF ZEELAND, AND ABOUT 12 MILES (19.3 KM)
 NF1655'NORTHWEST OF WAYLAND.  IT IS AT THE WEST RIGHT-OF-WAY LINE OF 16TH
 NF1655'AVENUE ALTHOUGH LAND IS BEING FARMED. TO REACH THE STATION FROM THE
 NF1655'POST OFFICE IN JAMESTOWN, AT RILEY STREET AND 24TH AVENUE, GO SOUTH
 NF1655'1.0 MILES (1.6 KM) ALONG 24TH AVENUE TO BYRON ROAD.  TURN LEFT AND GO
 NF1655'EAST 1.0 MILES (1.6 KM) ALONG BYRON ROAD TO 16TH AVENUE.  TURN RIGHT
 NF1655'AND GO SOUTH 0.2 MILES (0.3 KM) ALONG 16TH AVENUE TO STATION ON THE
 NF1655'RIGHT AS DESCRIBED. STATION IS A BRONZE DISK, SET IN TOP OF A 12 INCH
 NF1655'DIAMETER CONCRETE MONUMENT, 14 INCHES BELOW THE GROUND SURFACE. IT IS
 NF1655'55.1 FEET (16.8 M) WEST OF REFEERENCE MARK NO. 1, 32.0 FEET (9.8 M)
 NF1655'WEST OF THE CENTER OF 16TH AVENUE, 62.3 FEET (19.0 M) SOUTHWEST OF 6
 NF1655'INCH DIAMETER WOOD POST, AND 25.2 FEET (7.7 M) NORTHWEST OF THE FACE
 NF1655'OF A 26 INCH MAPLE. AT THE REQUEST OF PROPERTY OWNER TO THE WEST NO
 NF1655'WITNESS POST WAS INSTALLED.
 NF1655
 NF1655                          STATION RECOVERY (1998)
 NF1655
 NF1655'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 NF1655'STATION IS LOCATED IN QUAD 420854 ON THE HUDSONVILLE EAST QUADRANGLE
 NF1655'MAP.  STATION IS IN THE NORTHEAST 1/4 OF SECTION 22, T5N, R13W,
 NF1655'JAMESTOWN TWP, ABOUT 5 MILES (8.0 KM) SOUTH OF HUDSONVILLE, ABOUT 9
 NF1655'MILES (14.5 KM) EAST OF ZEELAND, AND ABOUT 12 MILES (19.3 KM) NORTWEST
 NF1655'OF WAYLAND.  IT IS AT THE RIGHT-OF-WAY LINE OF 16TH AVENUE ALTHOUGH
 NF1655'LAND IS BEING FARMED.  TO REACH THE STATION FROM THE POST OFFICE IN
 NF1655'JAMESTOWN, AT RILEY STREET AND 24TH AVENUE, GO SOUTH 1.0 MILES (1.6
 NF1655'KM) ALONG BYRON ROAD TO 16TH AVENUE.  TURN RIGHT AND GO SOUTH 0.2
 NF1655'MILES (0.3 KM) ALONG 16TH AVENUE TO STATION ON THE RIGHT AS DESCRIBED.
 NF1655'STATION IS A BRONZE DISK, SET IN TOP OF A 12 INCH DIAMETER CONCRETE
 NF1655'MONUMENT, 14 INCHES BELOW THE GROUND SURFACE.  IT IS WEST OF THE
 NF1655'CENTER OF 16TH AVENUE, 62.3 FT (19.0 M) SOUTHWEST OF 6 INCH DIAMETER
 NF1655'WOOD POST, AND 25.2 FT (7.7 M) NORTHWEST OF THE FACE OF A 26 INCH
 NF1655'MAPLE.  THE REQUEST OF THE PROPERTY OWNER TO THE WEST NO WITNESS POST
 NF1655'WAS INSTALLED.
 NF1655
 NF1655                          STATION RECOVERY (2004)
 NF1655
 NF1655'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF1655'STATION WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1 WAS ALSO
 NF1655'FOUND IN GOOD CONDITION AND PICTURES ARE PROVIDED BUT REFERENCE MARK 2
 NF1655'COULD NOT BE FOUND.  PID FOR REFERENCE MARK 1 WAS OBTAINED FROM
 NF1655'DATASHEET FOR POINT NF1655 AND WAS USED IN PHOTO FILE NAMING SCHEME
 NF1655'(CH0767)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0528 ***********************************************************************
 OL0528  DESIGNATION -  BALD
 OL0528  PID         -  OL0528
 OL0528  STATE/COUNTY-  MI/OCEANA
 OL0528  USGS QUAD   -  
 OL0528
 OL0528                         *CURRENT SURVEY CONTROL
 OL0528  ___________________________________________________________________
 OL0528* NAD 83(1994)-  43 48 14.81970(N)    086 25 47.80245(W)     ADJUSTED  
 OL0528* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 OL0528  ___________________________________________________________________
 OL0528  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 OL0528  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0528
 OL0528  HORZ ORDER  -  FIRST
 OL0528
 OL0528.The horizontal coordinates were established by classical geodetic methods
 OL0528.and adjusted by the National Geodetic Survey in February 1997..
 OL0528
 OL0528.The orthometric height was scaled from a topographic map.
 OL0528
 OL0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0528
 OL0528.The geoid height was determined by GEOID03.
 OL0528
 OL0528;                    North         East     Units Scale Factor Converg.
 OL0528;SPC MI S     -   257,984.821 3,833,979.490   MT  1.00003573   -1 24 14.8
 OL0528;SPC MI S     -   846,406.89 12,578,672.87   iFT  1.00003573   -1 24 14.8
 OL0528;SPC MI C     -    56,280.405 5,833,968.709   MT  1.00010843   -1 27 27.1
 OL0528;SPC MI C     -   184,647.00 19,140,317.29   iFT  1.00010843   -1 27 27.1
 OL0528;UTM  16      - 4,850,274.773   545,853.773   MT  0.99962586   +0 23 40.5
 OL0528
 OL0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0528!SPC MI S     -   0.99997166  x   1.00003573  =   1.00000739
 OL0528!SPC MI C     -   0.99997166  x   1.00010843  =   1.00008008
 OL0528!UTM  16      -   0.99997166  x   0.99962586  =   0.99959753
 OL0528
 OL0528:                Primary Azimuth Mark                     Grid Az
 OL0528:SPC MI S     -  BALD AZ MK                               078 17 02.1
 OL0528:SPC MI C     -  BALD AZ MK                               078 20 14.4
 OL0528:UTM  16      -  BALD AZ MK                               076 29 06.8
 OL0528
 OL0528|---------------------------------------------------------------------|
 OL0528| PID    Reference Object                     Distance      Geod. Az  |
 OL0528|                                                           dddmmss.s |
 OL0528| CH0769 BALD AZ MK                                         0765247.3 |
 OL0528| CH0770 BALD RM 1                                          10833     |
 OL0528| OL0510 CATHOLIC CH SPIRE NNE OF HART       APPROX. 9.8 KM 1305447.5 |
 OL0528| OL0526 PENTWATER MUNICIPAL TANK            APPROX. 2.9 KM 1834735.8 |
 OL0528| CH0771 BALD RM 2                                          22727     |
 OL0528| OL0527 BALD 2                                9.651 METERS 25526     |
 OL0528| CH0772 BALD RM 3                                          28013     |
 OL0528|---------------------------------------------------------------------|
 OL0528
 OL0528                          SUPERSEDED SURVEY CONTROL
 OL0528
 OL0528  NAD 83(1986)-  43 48 14.82285(N)    086 25 47.80939(W) AD(       ) 1
 OL0528  NAD 27      -  43 48 14.80084(N)    086 25 47.51814(W) AD(       ) 1
 OL0528
 OL0528.Superseded values are not recommended for survey control.
 OL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0528.See file dsdata.txt to determine how the superseded data were derived.
 OL0528
 OL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4585450275(NAD 83)
 OL0528_MARKER: Z = SEE DESCRIPTION
 OL0528_SETTING: 0 = UNSPECIFIED SETTING
 OL0528
 OL0528  HISTORY     - Date     Condition        Report By
 OL0528  HISTORY     - 1932     MONUMENTED       CGS
 OL0528  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OL0528  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OL0528  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0528  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OL0528
 OL0528                          STATION DESCRIPTION
 OL0528
 OL0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0528'ON BALD PART OF DUNE, ABOUT 15
 OL0528'FEET SOUTH OF
 OL0528'SUMMIT, 15 YARDS OF LARGE BLOW PIT, AND 23 FEET EAST OF TRIANGULAR
 OL0528'BLAZE ON 8-INCH OAK TREE.  TO
 OL0528'REACH FROM PENTWATER POST OFFICE, GO NORTH 1.6 MILES
 OL0528'ON U.S. ROUTE 31 TO STEEP GRAVEL ROAD TO WEST
 OL0528'WHICH GOES UP GRADE INTO DEEP CUT,
 OL0528'FOLLOW THIS ROAD WHICH WINDS TO NORTH AND WEST AMONG STEEP
 OL0528'WOODED HILLS 0.5 MILE TO
 OL0528'CROSSROADS NEAR HOUSE TO NORTHWEST AND END OF MOTOR TRAVEL, FOLLOW
 OL0528'SAND PATH NORTHWEST PAST
 OL0528'HOUSE AND ON UP TO TOP OF NARROW RIDGE WHICH WINDS AROUND IN
 OL0528'NORTHEAST DIRECTION, AND FOLLOW
 OL0528'RIDGE EAST AND NORTH 250 YARDS TO STATION SITE.
 OL0528'MARK BY STANDARD STATION DISK CEMENTED IN TOP OF
 OL0528'12-FOOT SECTION OF IRON PIPE
 OL0528'WHICH WAS DRIVEN INTO GROUND AND ANCHORED IN 2 FEET OF CONCRETE.
 OL0528'PIPE IS FILLED WITH CONCRETE
 OL0528'AND TOP PROJECTS 6 INCHES.  REFERENCE MARK NO. 1 IS STANDARD
 OL0528'REFERENCE DISK IN CONCRETE, NOT
 OL0528'11A, 1.7 MILES NORTH OF PENTWATER POST OFFICE, 8 FEET
 OL0528'EAST OF EAST EDGE OF PAVEMENT OF U.S. ROUTE 31, IN
 OL0528'PLACE WHERE GRADING CHANGES
 OL0528'FROM CUT ON SOUTH TO FILL ON NORTH, AND 535.755 METERS (1,757.72
 OL0528'FEET) FROM STATION IN AZIMUTH
 OL0528'288 DEG 32 MIN 42 SEC.  REFERENCE MARKS NOS. 2 AND 3 ARE STANDARD
 OL0528'REFERENCE DISKS IN TILES, NOTE 13A,
 OL0528'PROJECTING 2 INCHES.  NO. 2 IS UP ON DUNE, 15 FEET EAST OF
 OL0528'CLUMP OF SMALL OAK TREES, 10 FEET NORTHWEST
 OL0528'OF SMALL PATH WHICH LEADS TO TOP OF DUNE
 OL0528'AND 75.69 FEET (SLOPE) FROM STATION IN AZIMUTH 47 DEG 27 MIN.
 OL0528'NO. 3 IS DOWN DUNE TOWARD LAKE, 19
 OL0528'FEET NORTHEAST OF 8-INCH OAK TREE, AND 59.55 FEET (SLOPE FROM STATION
 OL0528'IN AZIMUTH 100 DEG 13 MIN.
 OL0528'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, NOTE
 OL0528'11A, FLUSH WITH SURFACE, 2.0 MILES NORTH OF
 OL0528'PENTWATER POST OFFICE, 11 FEET EAST OF
 OL0528'EDGE OF PAVEMENT OF U.S. ROUTE 31, INSIDE OF CUT, AND 595.2288
 OL0528'METERS/1,952.84 FEET) FROM
 OL0528'STATION IN AZIMUTH 256 DEG 52 MIN 50 SEC.  DISTANCE BETWEEN AZIMUTH
 OL0528'MARK AND REFERENCE MARK NO. 1 IS
 OL0528'313.814 METERS (1,029.57 FEET).  AZIMUTH FROM STATION TO
 OL0528'TRANSIT TRAVERSE STATION NO. 36 TEX (U. S.
 OL0528'G. S.) IS 236 DEG 27 MIN 05 SEC.
 OL0528
 OL0528                          STATION RECOVERY (1957)
 OL0528
 OL0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OL0528'THE 12-FT. SECTION OF
 OL0528'PIPE IS READY TO
 OL0528'FALL, 2-FT. CONCRETE ANCHOR EXPOSED 1.5 FT.  REFERENCE
 OL0528'MARK 1 NOT FOUND.  REFERENCE MARK 2
 OL0528'IS OKAY.  REFERENCE
 OL0528'MARK 3 HAS BEEN DESTROYED BY BLOWING OUT OF DUNE.
 OL0528'AZIMUTH MARK
 OL0528'NOT FOUND.
 OL0528'
 OL0528'ADD- STATION IS IN NW 1/4 SECTION 11, T 16 N, R 18 W.
 OL0528
 OL0528                          STATION RECOVERY (1967)
 OL0528
 OL0528'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OL0528'THE 12 FOOT PIPE USED AS THE STATION MARK WAS FOUND AT THE BOTTOM OF
 OL0528'A BLOW HOLE SAND
 OL0528'PIT.  REFERENCE MARK 1 AND THE AZIMUTH MARK COULD NOT BE
 OL0528'FOUND AND ARE ASSUMED TORN OUT BY
 OL0528'ROAD WIDENING.  REFERENCE MARKS 2 AND 3
 OL0528'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS
 OL0528'REPORTED AS DESTROYED
 OL0528'IN 1957 BY THE U.S.G.S. BUT THIS WAS FOUND TO BE FALSE.  NONE OF THE
 OL0528'AZIMUTH OBJECTS
 OL0528'MENTIONED IN THE PREVIOUS DESCRIPTION WOULD SEE DUE TO
 OL0528'THE GROWTH OF TREES.  BY USING THE
 OL0528'MEASUREMENTS FROM THE REFERENCE MARKS
 OL0528'AND THE DIRECTION BETWEEN THEM A TEMPORARY POINT WAS
 OL0528'ESTABLISHED USING A
 OL0528'14 FOOT POLE TOWER.  AFTER THIS POINT WAS ESTABLISHED A NEW STATION
 OL0528'BALD 2 WAS ESTABLISHED
 OL0528'NEAR BY.  THIS STATION SHOULD BE CONSIDERED AS LOST.
 OL0528'
 OL0528'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1-1/2 MILES
 OL0528'NORTHEAST OF PENTWATER
 OL0528'
 OL0528'HEIGHT OF LIGHT ABOVE STATION MARK 14 FEET.
 OL0528
 OL0528                          STATION RECOVERY (1994)
 OL0528
 OL0528'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0528'MARK NOT FOUND.
 OL0528
 OL0528                          STATION RECOVERY (2002)
 OL0528
 OL0528'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0527 ***********************************************************************
 OL0527  DESIGNATION -  BALD 2
 OL0527  PID         -  OL0527
 OL0527  STATE/COUNTY-  MI/OCEANA
 OL0527  USGS QUAD   -  
 OL0527
 OL0527                         *CURRENT SURVEY CONTROL
 OL0527  ___________________________________________________________________
 OL0527* NAD 83(1994)-  43 48 14.74101(N)    086 25 48.22032(W)     ADJUSTED  
 OL0527* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 OL0527  ___________________________________________________________________
 OL0527  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 OL0527  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0527
 OL0527  HORZ ORDER  -  THIRD
 OL0527
 OL0527.The horizontal coordinates were established by classical geodetic methods
 OL0527.and adjusted by the National Geodetic Survey in February 1997..
 OL0527.No horizontal observational check was made to the station.
 OL0527
 OL0527.The orthometric height was scaled from a topographic map.
 OL0527
 OL0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0527
 OL0527.The geoid height was determined by GEOID03.
 OL0527
 OL0527;                    North         East     Units Scale Factor Converg.
 OL0527;SPC MI S     -   257,982.622 3,833,970.092   MT  1.00003573   -1 24 15.1
 OL0527;SPC MI S     -   846,399.68 12,578,642.03   iFT  1.00003573   -1 24 15.1
 OL0527;SPC MI C     -    56,278.214 5,833,959.309   MT  1.00010844   -1 27 27.3
 OL0527;SPC MI C     -   184,639.81 19,140,286.45   iFT  1.00010844   -1 27 27.3
 OL0527;UTM  16      - 4,850,272.281   545,844.453   MT  0.99962585   +0 23 40.3
 OL0527
 OL0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0527!SPC MI S     -   0.99997166  x   1.00003573  =   1.00000739
 OL0527!SPC MI C     -   0.99997166  x   1.00010844  =   1.00008009
 OL0527!UTM  16      -   0.99997166  x   0.99962585  =   0.99959752
 OL0527
 OL0527|---------------------------------------------------------------------|
 OL0527| PID    Reference Object                     Distance      Geod. Az  |
 OL0527|                                                           dddmmss.s |
 OL0527| OL0528 BALD                                  9.651 METERS 07526     |
 OL0527| CH0771 BALD RM 2                            14.757 METERS 20934     |
 OL0527| CH0772 BALD RM 3                             9.695 METERS 30458     |
 OL0527|---------------------------------------------------------------------|
 OL0527
 OL0527                          SUPERSEDED SURVEY CONTROL
 OL0527
 OL0527  NAD 83(1986)-  43 48 14.74416(N)    086 25 48.22725(W) AD(       ) 3
 OL0527  NAD 27      -  43 48 14.72216(N)    086 25 47.93600(W) AD(       ) 3
 OL0527
 OL0527.Superseded values are not recommended for survey control.
 OL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0527.See file dsdata.txt to determine how the superseded data were derived.
 OL0527
 OL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4584450272(NAD 83)
 OL0527_MARKER: Z = SEE DESCRIPTION
 OL0527_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0527_SP_SET: PREFABRICATED CONCRETE POST
 OL0527_MAGNETIC: P = MARKER IS A STEEL PIPE
 OL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0527+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OL0527
 OL0527  HISTORY     - Date     Condition        Report By
 OL0527  HISTORY     - 1967     MONUMENTED       CGS
 OL0527  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OL0527  HISTORY     - 19940821 GOOD             USPSQD
 OL0527  HISTORY     - 20021009 GOOD             USPSQD
 OL0527
 OL0527                          STATION DESCRIPTION
 OL0527
 OL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OL0527'STATION IS LOCATED ON A PROMINENT KNOLL AND SAND PIT ABOUT 1-1/2
 OL0527'MILES NORTHEAST OF
 OL0527'PENTWATER.  IT IS 24 FEET NORTHEAST OF 2 10-INCH OAK
 OL0527'TREES, 21 FEET WEST OF THE WEST EDGE
 OL0527'OF A BLOW HOLE, 20 FEET SOUTHWEST
 OL0527'OF A 12 INCH OAK TREE AND 17 FEET EAST OF AN 8 INCH OAK
 OL0527'TREE.  IT IS A
 OL0527'STANDARD STATION MARK DISK BRAZED TO THE TOP OF A 2 INCH GALVINIZED
 OL0527'PIPE WHICH IS 8
 OL0527'FEET IN LENGTH AND PROJECTS 18 INCHES.  THE DISK IS
 OL0527'STAMPED BALD 2 1967.
 OL0527'
 OL0527'TO REACH THE STATION FROM THE OCEANA COUNTY SAVINGS BANK IN
 OL0527'PENTWATER, GO
 OL0527'NORTHEASTERLY ON BUSINESS HIGHWAY U.S. 31 FOR 1.95 MILES
 OL0527'TO A SIDE ROAD LEFT.  TURN LEFT
 OL0527'ON THE GRADED ROAD AND GO SOUTHWESTERLY
 OL0527'ON MAIN ROAD FOR 0.45 MILE TO A ROAD FORK.  TAKE
 OL0527'LEFT FORK AND CONTINUE
 OL0527'SOUTHWEST FOR 0.1 MILE TO THE TOP OF A ROAD GRADE AND THE END OF
 OL0527'TRUCK TRAVEL.  FROM
 OL0527'THIS POINT PACK SOUTHERLY FOR ABOUT 500 FEET TO THE TOP
 OL0527'OF THE HILL AND THE STATION.
 OL0527'(NOTE- IT IS EASIER BUT LONGER TO PACK
 OL0527'SOUTH KEEPING TO THE EAST SIDE OF THE HILL AND
 OL0527'COME UP FROM THE SOUTH
 OL0527'SIDE OF THE HILL.
 OL0527'
 OL0527'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK SET IN THE TOP
 OL0527'OF A 10 INCH TILE
 OL0527'FILLED WITH CONCRETE.  THE MONUMENT IS FLUSH AND THE
 OL0527'DISK IS STAMPED BALD NO 2 1932.  IT
 OL0527'IS 21 FEET NORTH OF AN 8 INCH OAK
 OL0527'TREE, 10 FEET NORTH OF A TRAIL LEADING FROM SOUTHWEST
 OL0527'SIDE OF THE HILL
 OL0527'AND 1-1/2 FEET SOUTHWEST OF A 5 INCH OAK TREE.
 OL0527'
 OL0527'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK SET IN THE
 OL0527'TOP OF A 10 INCH
 OL0527'TILE FILLED WITH CONCRETE.  THE MONUMENT IS 2 INCHES
 OL0527'BELOW THE GROUND AND THE DISK IS
 OL0527'STAMPED BALD NO 3.  IT IS 35 FEET WEST
 OL0527'OF THE 12 INCH OAK TREE, 15 FEET NORTHWEST OF A 10
 OL0527'INCH OAK TREE AND
 OL0527'4 FEET EAST OF A 4 INCH OAK TREE.
 OL0527'
 OL0527'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 OL0527
 OL0527                          STATION RECOVERY (1980)
 OL0527
 OL0527'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0527'THE STATION WAS SEARCHED FOR AND NOT FOUND.
 OL0527
 OL0527                          STATION RECOVERY (1994)
 OL0527
 OL0527'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0527'RECOVERED IN GOOD CONDITION.
 OL0527
 OL0527                          STATION RECOVERY (2002)
 OL0527
 OL0527'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0527'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0433 ***********************************************************************
 PL0433  DESIGNATION -  BALD HILL
 PL0433  PID         -  PL0433
 PL0433  STATE/COUNTY-  MI/CRAWFORD
 PL0433  USGS QUAD   -  LUZERNE NW (1963)
 PL0433
 PL0433                         *CURRENT SURVEY CONTROL
 PL0433  ___________________________________________________________________
 PL0433* NAD 83(1994)-  44 43 31.70796(N)    084 29 17.96413(W)     ADJUSTED  
 PL0433* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 PL0433  ___________________________________________________________________
 PL0433  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 PL0433  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 PL0433
 PL0433  HORZ ORDER  -  FIRST
 PL0433
 PL0433.The horizontal coordinates were established by classical geodetic methods
 PL0433.and adjusted by the National Geodetic Survey in February 1997..
 PL0433
 PL0433.The orthometric height was scaled from a topographic map.
 PL0433
 PL0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0433
 PL0433.The geoid height was determined by GEOID03.
 PL0433
 PL0433;                    North         East     Units Scale Factor Converg.
 PL0433;SPC MI C     -   156,553.908 5,990,362.835   MT  0.99991990   -0 05 09.4
 PL0433;SPC MI C     -   513,628.31 19,653,421.37   iFT  0.99991990   -0 05 09.4
 PL0433;UTM  16      - 4,955,523.745   698,902.256   MT  1.00008652   +1 46 05.1
 PL0433
 PL0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0433!SPC MI C     -   0.99993837  x   0.99991990  =   0.99985828
 PL0433!UTM  16      -   0.99993837  x   1.00008652  =   1.00002488
 PL0433
 PL0433:                Primary Azimuth Mark                     Grid Az
 PL0433:SPC MI C     -  BALD HILL AZ MK                          009 44 49.5
 PL0433:UTM  16      -  BALD HILL AZ MK                          007 53 35.0
 PL0433
 PL0433|---------------------------------------------------------------------|
 PL0433| PID    Reference Object                     Distance      Geod. Az  |
 PL0433|                                                           dddmmss.s |
 PL0433| PL0572 BALD HILL AZ MK                                    0093940.1 |
 PL0433| PL0570 BALD HILL RM 1                       10.468 METERS 13835     |
 PL0433| PL0571 BALD HILL RM 2                        8.297 METERS 25837     |
 PL0433|---------------------------------------------------------------------|
 PL0433
 PL0433                          SUPERSEDED SURVEY CONTROL
 PL0433
 PL0433  NAD 83(1986)-  44 43 31.70113(N)    084 29 17.97091(W) AD(       ) 1
 PL0433  NAD 27      -  44 43 31.64641(N)    084 29 17.89537(W) AD(       ) 1
 PL0433
 PL0433.Superseded values are not recommended for survey control.
 PL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0433.See file dsdata.txt to determine how the superseded data were derived.
 PL0433
 PL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9890255524(NAD 83)
 PL0433_MARKER: DS = TRIANGULATION STATION DISK
 PL0433_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0433_SP_SET: PREFAB CONC. BLOCK IN CONCRETE
 PL0433_STAMPING: BALD HILL 1932
 PL0433_MARK LOGO: CGS   
 PL0433_PROJECTION: PROJECTING 10 CENTIMETERS
 PL0433_MAGNETIC: P = MARKER IS A STEEL PIPE
 PL0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0433+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2004
 PL0433
 PL0433  HISTORY     - Date     Condition        Report By
 PL0433  HISTORY     - 1932     MONUMENTED       CGS
 PL0433  HISTORY     - 1932     GOOD             CGS
 PL0433  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0433  HISTORY     - 1980     POOR             MIDH
 PL0433  HISTORY     - 19821021 SEE DESCRIPTION  NGS
 PL0433  HISTORY     - 19821021 GOOD             NGS
 PL0433  HISTORY     - 1990     GOOD             USPSQD
 PL0433  HISTORY     - 20040726 GOOD             GEOCAC
 PL0433
 PL0433                          STATION DESCRIPTION
 PL0433
 PL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0433'ABOUT 12.5 MILES NORTHEAST OF GRAYLING, ON NORTHEASTERLY PART OF BALD
 PL0433'GRASSY HILL DOTTED WITH A FEW DEAD SCRUB TREES, AND
 PL0433'ABOUT 30 METERS (98 FEET) SOUTHEAST OF 4-INCH TWIN SCRUB OAK TREE.
 PL0433'TO REACH FROM MAIN TRAFFIC LIGHT IN
 PL0433'GRAYLING, GO NORTHEAST 10.5 MILES ON MAIN
 PL0433'STREET WHICH BECOMES WELL-TRAVELED ROAD AND IS MARKED
 PL0433'BY SIGNS STATE FOREST
 PL0433'HEADQUARTERS TO FOUR-CORNER INTERSECTION AT SCHOOLHOUSE ON LEFT SIDE
 PL0433'OF ROAD, TURN LEFT WITH
 PL0433'MAIN ROAD, CONTINUE 3.4 MILES TO DIRT TRAIL TURNING LEFT AT SIGN NASH
 PL0433'CAMP AND SEVERAL OTHER ARROWS AND
 PL0433'SIGNS (DO NOT FOLLOW ARROW OF NASH CAMP
 PL0433'SIGN), TURN LEFT NORTHWEST ONTO DIRT TRAIL, AND
 PL0433'PROCEED ABOUT 1 MILE TO POINT WHERE
 PL0433'TRAIL REACHES CREST OF RIDGE IN SADDLE.  THIS POINT IS AS CLOSE AS
 PL0433'TRAIL COMES TO STATION SITE WHICH IS
 PL0433'ON HIGHEST POINT OF HILL TO RIGHT AND EAST ABOUT 1/4 MILE.  WITH DUE
 PL0433'CARE MOTOR VEHICLE CAN BE DRIVEN
 PL0433'TO STATION SITE.  ABOUT 7 METERS (23 FEET) NORTH
 PL0433'OF STATION, SLOPE OF HILL BREAKS OFF QUITE STEEPLY,
 PL0433'WHILE TO SOUTH FOR ABOUT 50 METERS
 PL0433'(164 FEET), HILLTOP IS FLAT AND THEN TURNS INTO GENTLE SLOPE TO
 PL0433'SOUTH.  MARKED BY STANDARD
 PL0433'STATION DISK CEMENTED IN TOP OF 4-INCH IRON PIPE PROJECTING 5 INCHES.
 PL0433'PIPE IS 4 FEET LONG AND
 PL0433'EMBEDDED IN BALL OF CONCRETE.  REFERENCE MARKS ARE SIMILAR
 PL0433'TO STATION MARK EXCEPT THAT STANDARD
 PL0433'REFERENCE DISK IS CEMENTED IN TOP OF EACH PIPE.
 PL0433'NO. 1 IS 10.55 METERS (34.6 FEET) FROM STATION IN
 PL0433'AZIMUTH 318 DEG 34 MIN.  NO. 2 IS 8.09
 PL0433'METERS (26.5 FEET) FROM STATION IN AZIMUTH 78 DEG 40 MIN.  AZIMUTH
 PL0433'FROM STATION TO MACK LAKE, FIRE
 PL0433'LOOKOUT TOWER IS 290 DEG 15 MIN 21 SEC.
 PL0433
 PL0433                          STATION RECOVERY (1932)
 PL0433
 PL0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0433'RECOVERED IN GOOD CONDITION.
 PL0433
 PL0433                          STATION RECOVERY (1949)
 PL0433
 PL0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0433'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 PL0433'GOOD CONDITION.  THE DISTANCE TO
 PL0433'THE REFERENCE MARKS WAS CHECKED AND FOUND TO BE CORRECT.  A NEW
 PL0433'AZIMUTH MARK WAS SET BY THIS PARTY.
 PL0433'A COMPLETE NEW DESCRIPTION FOLLOWS-
 PL0433'
 PL0433'STATION IS LOCATED ABOUT 12.5 MILES NORTHEAST OF GRAYLING AND 6 MILES
 PL0433'SOUTH OF LOVELLS ON A LOW SAND HILL
 PL0433'COVERED WITH SCRUB OAK TREES.  IT IS IN THE CENTER OF THE HILL AND 9
 PL0433'FEET NORTH OF A WHITE WITNESS POST.
 PL0433'THE MARK IS A 4 INCH CAST IRON PIPE, WHICH PROJECTS
 PL0433'ABOUT 4 INCHES WITH A STANDARD DISK CEMENTED IN THE TOP
 PL0433'AND STAMPED BALD HILL 1932.
 PL0433'
 PL0433'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK IS A 4
 PL0433'INCH CAST IRON PIPE, WHICH
 PL0433'PROJECTS ABOUT 4 INCHES WITH A STANDARD DISK CEMENTED IN THE TOP AND
 PL0433'STAMPED BALD HILL NO 1 1932.
 PL0433'
 PL0433'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  THE MARK IS A 4 INCH
 PL0433'CAST IRON PIPE, WHICH PROJECTS
 PL0433'ABOUT 4 INCHES WITH A STANDARD DISK CEMENTED IN THE TOP AND STAMPED
 PL0433'BALD HILL NO 2 1932.
 PL0433'
 PL0433'AZIMUTH MARK IS NORTH OF THE STATION.  IT IS 20 FEET NORTHWEST OF THE
 PL0433'CENTER OF THE ROAD, 31 FEET
 PL0433'SOUTHWEST OF A FIRE LANE AND 1.5 FEET SOUTH OF A WHITE WITNESS POST.
 PL0433'THE MARK PROJECTS ABOUT 3 INCHES AND
 PL0433'THE DISK IS STAMPED BALD HILL 1949.  (NOTE 11A)
 PL0433'
 PL0433'TO REACH THE STATION FROM THE POST OFFICE IN GRAYLING GO EAST ON
 PL0433'MICHIGAN STREET FOR 0.7 MILE
 PL0433'TO DOWN RIVER ROAD, TURN RIGHT ON DOWN RIVER ROAD AND GO 0.7 MILES TO
 PL0433'A CROSSROAD, TURN LEFT AND GO 3.5
 PL0433'MILES TO A T-ROAD LEFT, TURN LEFT AND GO 0.9 MILE TO A
 PL0433'WOODS ROAD RIGHT,* TURN RIGHT AND FOLLOW WOODS
 PL0433'ROAD 0.15 MILE UP HILL TO THE HIGHEST
 PL0433'POINT AND STATION AS DESCRIBED.  *TO REACH THE AZIMUTH MARK FROM
 PL0433'THIS POINT CONTINUE ONE MILE TO
 PL0433'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 PL0433'
 PL0433'HEIGHT OF LIGHT AND INSTRUMENT ABOVE STATION MARK 9 METERS.
 PL0433'
 PL0433'DISTANCE AND DIRECTION TO AZIMUTH AND REFERENCE MARKS AND OBJECTS
 PL0433'VISIBLE FROM THE GROUND.
 PL0433
 PL0433                          STATION RECOVERY (1980)
 PL0433
 PL0433'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 PL0433'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED, REFERENCE MARK
 PL0433'1 IS IN GOOD CONDITION, THE STATION MARK HAS BEEN HIT AND IS LEANING
 PL0433'SOUTHEAST, REFERENCE MARK 2 HAS BEEN HIT AND IS LEANING WEST.  MANY
 PL0433'NATIONAL GUARD VEHICLES HAVE BEEN DRIVING OVER THIS AREA.  THE
 PL0433'AZIMUTH MARK WAS LOOKED FOR BUT NOT FOUND.  THE STATION IS IN
 PL0433'LUZERNE TOWNSHIP, T 27 N, R 2 W.  AN UPDATED TO REACH WOULD READ,
 PL0433'TO REACH FROM THE EAST CITY LIMITS OF THE CITY OF GRAYLING AT SOUTH
 PL0433'DOWN RIVER ROAD (ALSO M 72), GO EAST 6.3 MILES TO STEPHAN BRIDGE
 PL0433'ROAD, TURN LEFT AND GO NORTH 2 MILES TO NORTH DOWN RIVER ROAD,TURN
 PL0433'RIGHT AND GO EAST 2.5 MILES TO WHERE NORTH DOWN RIVER ROAD TURNS NORTH
 PL0433'THEN GO NORTH 3.5 MILES TO T ROAD LEFT.  FOLLOW BALD HILL ROAD  NORTH
 PL0433'FOR 0.9 MILE TO A WOODS ROAD RIGHT, TURN RIGHT AND FOLLOW THIS ROAD
 PL0433'UP THE HILL 0.15 MILE TO HIGHEST POINT AND STATION AS DESCRIBED.
 PL0433'DESCRIBED BY TED BORDELEAU.
 PL0433
 PL0433                          STATION RECOVERY (1982)
 PL0433
 PL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 PL0433'STATION MARK WAS RECOVERED LEANING SLIGHTLY TOWARD THE EAST BUT STILL
 PL0433'SOLID IN THE GROUND.  AREA IS NOW COMPLETELY GROWN OVER AND A LOT OF
 PL0433'CLEARING IS NEEDED TO SEE OUT.
 PL0433'STATION IS LOCATED IN QUAD. 440841, 20.1 KM (12.5 MI) NORTHEAST OF
 PL0433'GRAYLING AND 9.7 KM (6.0 MI) SOUTH OF LOVELLS ON A LOW SAND HILL NOW
 PL0433'COVERED WITH TIMBER.
 PL0433'TO REACH FROM THE POST OFFICE IN GRAYLING GO EAST ON MICHIGAN STREET
 PL0433'FOR 1.1 KM (0.7 MI) TO DOWN RIVER ROAD, TURN RIGHT ON DOWN RIVER ROAD
 PL0433'AND GO 15.6 KM (9.7 MI) TO A CROSSROAD.  TURN LEFT AND GO 5.6 KM
 PL0433'(3.5 MI) TO A T-ROAD LEFT.  TURN LEFT AND GO 1.45 KM (0.90 MI) TO A
 PL0433'WOODS ROAD RIGHT.  TURN RIGHT AND FOLLOW WOODS ROAD FOR 0.24 KM
 PL0433'(0.15 MI) UP HILL TO THE HIGHEST POINT AND STATION AS DESCRIBED.
 PL0433'STATION IS SET INTO A 4 INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH
 PL0433'PROJECTS 4 INCHES AND IS LOCATED 10.468 M (34.344 FT) NORTHWEST FROM
 PL0433'BALD HILL NO 1 1932, 9.449 M (31.001 FT) WEST FROM A TWIN-TRUNK OAK
 PL0433'TREE, 8.297 M (27.221 FT) EAST-NORTHEAST FROM BALD HILL NO 2 1932,
 PL0433'5.182 M (17.001 FT) NORTHEAST FROM A TWIN-TRUNK OAK TREE AND 4.694 M
 PL0433'(15.400 FT) NORTH-NORTHWEST FROM A METAL WITNESS POST.
 PL0433'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 PL0433
 PL0433                          STATION RECOVERY (1982)
 PL0433
 PL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 PL0433'THE STATION MARK WAS RECOVERED LEANING SLIGHTLY TOWARD THE EAST BUT
 PL0433'STILL SOLID IN THE GROUND.  REFERENCE MARK 2 WAS FOUND LEANING TOWARDS
 PL0433'THE WEST.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  A THROUGH
 PL0433'SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT FOUND.  A NEW
 PL0433'DISTANCE AND DIRECTION WAS OBSERVED BETWEEN THE REFERENCE MARKS AT THE
 PL0433'TIME.  THE AREA IS NOW COMPLETELY COVERED BY TREES A WITHOUT A LOT OF
 PL0433'CLEARING THERE IS NO SUITABLE LOCATION TO SET NEW AZIMUTH MARK.  THE
 PL0433'DESCRIPTION FOR THE STATION IS STILL ADEQUATE.
 PL0433' 
 PL0433'THE STATION IS A STANDARD CGS DISK STAMPED--BALD HILL 1932--,  SET
 PL0433'INTO
 PL0433'A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE WHICH PROJECTS 4 INCHES
 PL0433'ABOVE GROUND.  THE STATION IS LOCATED 4.694 METERS (15.400 FT)
 PL0433'NORTH-NORTHWEST FROM A METAL WITNESS POST, 5.182 METERS (17.001 FT)
 PL0433'NORTHEAST FROM A TWIN-TRUNK OAK TREE AND 9.449 METERS (31.001 FT) WEST
 PL0433'FROM A TWIN TRUNK OAK TREE.
 PL0433' 
 PL0433'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BALD HILL NO 1
 PL0433'1932--, SET INTO A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE AND
 PL0433'PROJECTS 4 INCHES ABOVE GROUND.  THE STATION IS LOCATED 6.157 METERS
 PL0433'(20.200 FT) SOUTHEAST FROM THE METAL WITNESS POST, 10.058 METERS
 PL0433'(32.999 FT) SOUTH FROM A TWIN TRUNKED OAK TREE, 9.449 METERS (31.001
 PL0433'FT) NORTHWEST FROM AN OAK TREE AND 4.572 METERS (15.000 FT) NORTHEAST
 PL0433'FROM AN OAK TREE AND LEVEL WITH THE GROUND.
 PL0433' 
 PL0433'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BALD HILL NO 2
 PL0433'1932--, SET INTO A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE AND
 PL0433'PROJECTS 4 INCHES ABOVE THE GROUND.  THE STATION IS LOCATED 10.668
 PL0433'METERS (35.000 FT) WEST-NORTHWEST FROM THE METAL WITNESS POST, 7.315
 PL0433'METERS (23.999 FT) WEST FROM A TWIN TRUNKED OAK TREE AND 2.743 METERS
 PL0433'(8.999 FT) EAST FROM AN OAK TREE AND 0.3 METERS (1.0 FT) LOWER
 PL0433'THAN THE STATION.
 PL0433
 PL0433                          STATION RECOVERY (1990)
 PL0433
 PL0433'RECOVERY NOTE BY US POWER SQUADRON 1990 (NC)
 PL0433'RECOVERED IN GOOD CONDITION.
 PL0433
 PL0433                          STATION RECOVERY (2004)
 PL0433
 PL0433'RECOVERY NOTE BY GEOCACHING 2004 (WGA)
 PL0433'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2405 ***********************************************************************
 ME2405  DESIGNATION -  BALD TOM 2
 ME2405  PID         -  ME2405
 ME2405  STATE/COUNTY-  MI/BERRIEN
 ME2405  USGS QUAD   -  BRIDGMAN (1978)
 ME2405
 ME2405                         *CURRENT SURVEY CONTROL
 ME2405  ___________________________________________________________________
 ME2405* NAD 83(1994)-  41 54 19.43077(N)    086 35 58.70561(W)     ADJUSTED  
 ME2405* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 ME2405  ___________________________________________________________________
 ME2405  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 ME2405  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 ME2405
 ME2405  HORZ ORDER  -  FIRST
 ME2405
 ME2405.The horizontal coordinates were established by classical geodetic methods
 ME2405.and adjusted by the National Geodetic Survey in February 1997..
 ME2405
 ME2405.The orthometric height was scaled from a topographic map.
 ME2405
 ME2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2405
 ME2405.The geoid height was determined by GEOID03.
 ME2405
 ME2405;                    North         East     Units Scale Factor Converg.
 ME2405;SPC MI S     -    47,488.831 3,814,734.788   MT  1.00005175   -1 31 10.6
 ME2405;SPC MI S     -   155,803.25 12,515,534.08   iFT  1.00005175   -1 31 10.6
 ME2405;UTM  16      - 4,639,350.184   533,205.921   MT  0.99961357   +0 16 02.7
 ME2405
 ME2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2405!SPC MI S     -   0.99996691  x   1.00005175  =   1.00001866
 ME2405!UTM  16      -   0.99996691  x   0.99961357  =   0.99958050
 ME2405
 ME2405|---------------------------------------------------------------------|
 ME2405| PID    Reference Object                     Distance      Geod. Az  |
 ME2405|                                                           dddmmss.s |
 ME2405| CM2721 BALD TOM 2 RM 1                      11.089 METERS 07518     |
 ME2405| CM2722 BALD TOM 2 RM 2                                    11600     |
 ME2405| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX.23.1 KM 1615709.0 |
 ME2405| CM2720 BALD TOM 2 AZ MK                                   1801300.0 |
 ME2405| ME2407 THREE OAKS FEATHERBONE CO TANK      APPROX.11.4 KM 1844916.4 |
 ME2405| CM2723 BALD TOM 2 RM 3                       9.970 METERS 22440     |
 ME2405|---------------------------------------------------------------------|
 ME2405
 ME2405                          SUPERSEDED SURVEY CONTROL
 ME2405
 ME2405  NAD 83(1986)-  41 54 19.42970(N)    086 35 58.71266(W) AD(       ) 1
 ME2405  NAD 27      -  41 54 19.26380(N)    086 35 58.64390(W) AD(       ) 1
 ME2405
 ME2405.Superseded values are not recommended for survey control.
 ME2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2405.See file dsdata.txt to determine how the superseded data were derived.
 ME2405
 ME2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3320639350(NAD 83)
 ME2405_MARKER: DS = TRIANGULATION STATION DISK
 ME2405_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 ME2405_SP_SET: METAL PIPE DRIVEN INTO GROUND
 ME2405_STAMPING: BALD TOM 2 1932
 ME2405_MARK LOGO: CGS   
 ME2405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME2405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2405+STABILITY: POSITION/ELEVATION WELL
 ME2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2405+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 ME2405
 ME2405  HISTORY     - Date     Condition        Report By
 ME2405  HISTORY     - 1932     MONUMENTED       CGS
 ME2405  HISTORY     - 1932     GOOD             CGS
 ME2405  HISTORY     - 1980     GOOD             MIDH
 ME2405  HISTORY     - 19910513 GOOD             NOS
 ME2405
 ME2405                          STATION DESCRIPTION
 ME2405
 ME2405'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 ME2405'ABOUT 3-1/2 MILES SOUTHWEST
 ME2405'OF BRIDGMAN, 3.5
 ME2405'MILES NORTHWEST OF NEW TROY, 0.5 MILE FROM SHORE OF LAEH
 ME2405'MICHIGAN, 0.5 MILE NORTHWEST OF
 ME2405'U.S. ROUTE 12, ON HIGHEST DUNE IN VICINITY KNOWN
 ME2405'AS BALD TOM AND TOWER HILL, ON EASTERLY END OF
 ME2405'HIGHEST RIDGE OF DUNE, ALMOST IN LINE
 ME2405'WITH MACADAM ROAD COMING NORTH FROM SAWYER AND CROSSING U.S.
 ME2405'ROUTE 12 OBLIQUELY
 ME2405'JUST SOUTH OF STATION, AND 15 FEET SOUTHWEST OF BRUSHY KNOLL WHICH IS
 ME2405'HIGHEST POINT OF DUNE.  TO
 ME2405'REACH FROM BRIDGMAN, GO SOUTH 2.8 MILES ON U.S.
 ME2405'ROUTE 12 TO SAW BRIDGE LUNCH SHOPPE, GO
 ME2405'ACROSS FIELD TO NORTHWEST OF LUNCH
 ME2405'SHOPPE ABOUT 200 YARDS TO MOUTH OF LARGE COVERED DITCH,
 ME2405'AND (END OF TRUCK TRAVEL),
 ME2405'CROSS DITCH, CLIMB SMALL STEEP SAND RIDGE TO RIGHT, AND FOLLOW UP
 ME2405'ALONG CREST ABOUT 500 YARDS TO
 ME2405'TOP OF DUNE AND STATION SITE.  MARKED BY STANDARD STATION DISK
 ME2405'CEMENTED IN TOP OF 11-FOOT
 ME2405'SECTION OF 3-INCH PIPE SUNK 9 FEET INTO GROUND AND
 ME2405'ANCHORED IN 2 FEET OF CONCRETE.  REFERENCE
 ME2405'MARK NO. 1 IS STANDARD REFERENCE DISK
 ME2405'IN TILE AND CONCRETE, JUST OFF CREST TO EAST OF
 ME2405'STATION, ON TRAIL, AND 36.38 FEET
 ME2405'FROM STATION N 75 DEG 18 MIN E.  REFERENCE MARK NO. 2 IS
 ME2405'STANDARD REFERENCE DISK IN CONCRETE,
 ME2405'PROJECTING 3 INCHES, 52.7 FEET NORTHEAST OF NORTHEAST
 ME2405'CORNER OF SAW BRIDGE LUNCH SHOPPE,
 ME2405'46.4 FEET WEST OF ROUTE 12, 8.5 FEET NORTH
 ME2405'OF I. AND M.E. POWER POLE, AND 584.802 METERS
 ME2405'(1,918.64 FEET) FROM STATION S 64 DEG E.
 ME2405'REFERENCE MARK NO. 3 IS STANDARD
 ME2405'REFERENCE DISK IN TILE AND CONCRETE,
 ME2405'ON SOUTH SLOPE OF DUNE, JUST OFF CREST, AND 32.71 FEET FROM
 ME2405'STATION S 44 DEG 40 MIN W.
 ME2405'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE,
 ME2405'PROJECTING 4 INCHES, 26.8 FEET WEST
 ME2405'OF WEST EDGE OF U.S. ROUTE 12, 29.1 FEET SOUTHEAST
 ME2405'OF I. AND M.E. POWER POLE, 40.9 FEET RIGHT ANGLE TO
 ME2405'CENTER LINE OF MACADAM
 ME2405'CROSSROAD COMING NORTH FROM SAWYER, 120 YARDS NORTHEAST OF SWEDISH
 ME2405'COFFEE CABIN, AND 953.024
 ME2405'METERS (3,126.71 FEET) FROM STATION S 00 DEG 13 MIN W.
 ME2405'DISTANCE BETWEEN REFERENCE MARK NO. 2
 ME2405'AND AZIMUTH MARK IS 874.802 METERS (2,870.08 FEET).
 ME2405'AZIMUTH FROM STATION TO NEW CARLISLE, MUNICIPAL
 ME2405'WATER TANK, FINIAL LIGHT IS
 ME2405'S 18 DEG 03 MIN E AND TO THREE OAKS, WARREN FEATHERBONE CO.,
 ME2405'WATER TANK, S 04 DEG 21 MIN W. STATION IS IN
 ME2405'APPROXIMATE LOCATION OF STATION BALD TOM (U.S.L.S.) WHICH WAS NOT
 ME2405'RECOVERED.  OLD REFERENCE POST
 ME2405'DESCRIBED AS N. 74 DEG 12 MIN E., DISTANT 22.25 METERS
 ME2405'(73.0 FEET), WAS RECOVERED IN LEANING POSITION,
 ME2405'AND PROBABLY WILL SOON BE DESTROYED
 ME2405'BY EROSION OF HILL.  DUE TO ITS LOCATION, IT WAS NOT POSSIBLE TO
 ME2405'TIE IN TO PRESENT STATION.
 ME2405
 ME2405                          STATION RECOVERY (1932)
 ME2405
 ME2405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 ME2405'RECOVERED IN GOOD CONDITION.
 ME2405
 ME2405                          STATION RECOVERY (1980)
 ME2405
 ME2405'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 ME2405'STATION BALD TOM 2 LOCATED IN SAND DUNE, STATION APPEARS TO BE IN GOOD
 ME2405'CONDITION
 ME2405'
 ME2405'REFERENCE MARK 1 THE MONUMENT IS STILL PRESENT, BUT THE BRASS
 ME2405'MARKER HAS BEEN STOLEN.
 ME2405'
 ME2405'REFERENCE MARK 2 WAS FOUND BUT HAS BEEN SEVERELY MOVED YET STILL
 ME2405'IN THE GROUND
 ME2405'
 ME2405'REFERENCE MARK 3 WAS FOUND IT IS STILL COMPLETELY IN GROUND, BUT
 ME2405'HAS SEEMED TO HAVE SUFFERED FROST DAMAGE.
 ME2405'
 ME2405'AZIMUTH MARK IS IN GOOD CONDITION LOCATED AT INTERSECTION OF US 12 AND
 ME2405'WOLCOTT ROAD, 36 FEET S70W OF SOUTHEAST CORNER OF HOUSE, 16 FEET
 ME2405'WEST OF THE WEST EDGE OF US 12, 28 FEET N20E OF A POWER POLE
 ME2405'NUMBERED B463/23 AND 101 FEET FROM A FIRE HYDRANT.
 ME2405
 ME2405                          STATION RECOVERY (1991)
 ME2405
 ME2405'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 ME2405'THE STATION IS LOCATED IN THE WARREN DUNES STATE PARK ON TOP OF TOWER
 ME2405'HILL.
 ME2405'TO REACH THE STATION FROM THE INTERSECTION OF RED ARROW HWY AND THE
 ME2405'ENTRANCE TO WARREN DUNES STATE PARK, FOLLOW THE PARK ENTRANCE ROAD TO
 ME2405'THE PARKING AREA AT THE BEACH.  IT IS APPROXIMATELY 1.4 MILES TO THE
 ME2405'CENTER OF THREE PARKING AREAS.  THIS ENDS TRUCK TRAVEL. PROCEED BY
 ME2405'FOOT JUST NORTHEAST OF PIKES PEAK ALONG BLOW OUT FOR  APPROXIMATELY
 ME2405'0.3 MILE THEN EAST ALONG STEEP UPHILL TRAIL LEADING TO TOWER HILL FOR
 ME2405'APPROXIMATELY 0.25 MILE TO STATION IN A SMALL CLEARED AREA WHERE 3
 ME2405'TRAILS MEET.
 ME2405'THE STATION IS A STANDARD CGS DISK STAMPED BALD TOM 2 1932 SET IN THE
 ME2405'TOP OF AN 11 FOOT STEEL POLE DRIVEN 9 FEET INTO THE GROUND. IT SHOULD
 ME2405'BE NOTED THAT VISABILITY TO AND FROM THIS STATION IS LIMITED.
 ME2405'POINT OF CONTACT- JOE SOUTHWOOD, WARREN DUNES PARK MANAGER.
 ME2405'DESCRIBED BY ALG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2404 ***********************************************************************
 ME2404  DESIGNATION -  BALD TOM USLS 1874
 ME2404  PID         -  ME2404
 ME2404  STATE/COUNTY-  MI/BERRIEN
 ME2404  USGS QUAD   -  BRIDGMAN (1978)
 ME2404
 ME2404                         *CURRENT SURVEY CONTROL
 ME2404  ___________________________________________________________________
 ME2404* NAD 83(1994)-  41 54 19.36228(N)    086 35 58.89439(W)     ADJUSTED  
 ME2404* NAVD 88     -       250.3    (meters)     821.     (feet)  VERTCON   
 ME2404  ___________________________________________________________________
 ME2404  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 ME2404  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 ME2404
 ME2404  HORZ ORDER  -  FIRST
 ME2404
 ME2404.The horizontal coordinates were established by classical geodetic methods
 ME2404.and adjusted by the National Geodetic Survey in February 1997..
 ME2404
 ME2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2404
 ME2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2404
 ME2404.The geoid height was determined by GEOID03.
 ME2404
 ME2404;                    North         East     Units Scale Factor Converg.
 ME2404;SPC MI S     -    47,486.834 3,814,730.383   MT  1.00005175   -1 31 10.7
 ME2404;SPC MI S     -   155,796.70 12,515,519.63   iFT  1.00005175   -1 31 10.7
 ME2404;UTM  16      - 4,639,348.052   533,201.581   MT  0.99961356   +0 16 02.5
 ME2404
 ME2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2404!SPC MI S     -   0.99996607  x   1.00005175  =   1.00001782
 ME2404!UTM  16      -   0.99996607  x   0.99961356  =   0.99957964
 ME2404
 ME2404:                Primary Azimuth Mark                     Grid Az
 ME2404:SPC MI S     -  BERTRAND RESET                           128 41 35.6
 ME2404:UTM  16      -  BERTRAND RESET                           126 54 22.4
 ME2404
 ME2404|---------------------------------------------------------------------|
 ME2404| PID    Reference Object                     Distance      Geod. Az  |
 ME2404|                                                           dddmmss.s |
 ME2404| ME2267 BERTRAND RESET                      APPROX.23.2 KM 1271024.9 |
 ME2404|---------------------------------------------------------------------|
 ME2404
 ME2404                          SUPERSEDED SURVEY CONTROL
 ME2404
 ME2404  NAD 83(1986)-  41 54 19.35977(N)    086 35 58.89857(W) AD(       ) 1
 ME2404  NAD 27      -  41 54 19.18950(N)    086 35 58.82680(W) AD(       ) 1
 ME2404  NGVD 29 (07/19/86)  250.4    (m)          822.     (f) VERT ANG       
 ME2404
 ME2404.Superseded values are not recommended for survey control.
 ME2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2404.See file dsdata.txt to determine how the superseded data were derived.
 ME2404
 ME2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3320239348(NAD 83)
 ME2404_MARKER: V = STONE MONUMENT
 ME2404_SETTING: 0 = UNSPECIFIED SETTING
 ME2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 ME2404
 ME2404  HISTORY     - Date     Condition        Report By
 ME2404  HISTORY     - 1874     MONUMENTED       USLS
 ME2404  HISTORY     - 1877     GOOD             CGS
 ME2404
 ME2404                          STATION DESCRIPTION
 ME2404
 ME2404'DESCRIBED BY COAST AND GEODETIC SURVEY 1877
 ME2404'ABOUT 3.5 MILES SOUTHWEST OF BRIDGMAN, 3.5 MILES NORTHWEST OF NEW
 ME2404'TROY, IN SW 1/4 SEC.
 ME2404'35, T. 6 S., R. 20 W., LAKE TOWNSHIP, ON HIGHEST SAND DUNE IN
 ME2404'VICINITY KNOWN AS BALD TOM AND
 ME2404'TOWER HILL, AND NEAR SITE OF STATION BALD TOM 2.  (SEE
 ME2404'DESCRIPTION THEREOF.) SURFACE AND
 ME2404'UNDERGROUND MARKS ARE STONE POSTS, THE UNDERGROUND
 ME2404'MARK BEING 3 FEET BELOW SURFACE OF GROUND.  REFERENCE
 ME2404'MARKS ARE STONE
 ME2404'POSTS AT FOLLOWING DISTANCES AND BEARINGS FROM STATION- 19.37 METERS
 ME2404'(63.5 FEET), S. 43 DEG 34 MIN
 ME2404'W., 7.56 METERS (24.8 FEET), N. 46 DEG 34 MIN W., AND 22.25 METERS
 ME2404'(73.0 FEET), N. 74 DEG 12 MIN E.  IN 1932 IT
 ME2404'WAS REPORTED THAT STATION COULD NOT BE RECOVERED, AND
 ME2404'THAT REFERENCE POST DESCRIBED AS BEING 22.25
 ME2404'METERS (73.0 FEET) FROM STATION ON
 ME2404'BEARING N. 74 DEG 12 MIN E. WAS FOUND LEANING SLIGHTLY AND
 ME2404'WOULD SOON BE DESTROYED ENTIRELY DUE TO
 ME2404'EROSION OF THE HILL.  BERRIEN COUNTY- SE. CORNER OF SEC. 35 T. 6 S.,
 ME2404'R.  20 W. (U.S.L.S.) IS
 ME2404'1,038.9 METERS (3,408 FEET) FROM STATION ON BEARING S.
 ME2404'52 DEG. 01-1/2 MIN. E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0640 ***********************************************************************
 OK0640  DESIGNATION -  BALDPORT
 OK0640  PID         -  OK0640
 OK0640  STATE/COUNTY-  MI/LAKE
 OK0640  USGS QUAD   -  BALDWIN (1987)
 OK0640
 OK0640                         *CURRENT SURVEY CONTROL
 OK0640  ___________________________________________________________________
 OK0640* NAD 83(1994)-  43 52 32.10861(N)    085 50 42.38264(W)     ADJUSTED  
 OK0640* NAVD 88     -       249.075  (meters)     817.17   (feet)  ADJUSTED  
 OK0640  ___________________________________________________________________
 OK0640  X           -     333,662.425 (meters)                     COMP
 OK0640  Y           -  -4,593,120.213 (meters)                     COMP
 OK0640  Z           -   4,398,286.389 (meters)                     COMP
 OK0640  LAPLACE CORR-           6.48  (seconds)                    DEFLEC99
 OK0640  ELLIP HEIGHT-         215.27  (meters)          (07/17/02) GPS OBS
 OK0640  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 OK0640  DYNAMIC HT  -         249.033 (meters)     817.04  (feet)  COMP
 OK0640  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 OK0640
 OK0640  HORZ ORDER  -  FIRST
 OK0640  VERT ORDER  -  FIRST     CLASS II
 OK0640  ELLP ORDER  -  FOURTH    CLASS I
 OK0640
 OK0640.This mark is at Baldwin Airport (7D3)
 OK0640
 OK0640.The horizontal coordinates were established by GPS observations
 OK0640.and adjusted by the National Geodetic Survey in February 1997..
 OK0640
 OK0640.The orthometric height was determined by differential leveling
 OK0640.and adjusted by the National Geodetic Survey in January 2002..
 OK0640.No vertical observational check was made to the station.
 OK0640
 OK0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0640
 OK0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0640
 OK0640.The ellipsoidal height was determined by GPS observations
 OK0640.and is referenced to NAD 83.
 OK0640
 OK0640.The geoid height was determined by GEOID03.
 OK0640
 OK0640.The dynamic height is computed by dividing the NAVD 88
 OK0640.geopotential number by the normal gravity value computed on the
 OK0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0640.degrees latitude (g = 980.6199 gals.).
 OK0640
 OK0640.The modeled gravity was interpolated from observed gravity values.
 OK0640
 OK0640;                    North         East     Units Scale Factor Converg.
 OK0640;SPC MI C     -    63,193.190 5,881,168.992   MT  1.00008471   -1 02 39.8
 OK0640;SPC MI C     -   207,326.74 19,295,173.86   iFT  1.00008471   -1 02 39.8
 OK0640;UTM  16      - 4,858,702.751   592,786.100   MT  0.99970589   +0 48 01.8
 OK0640
 OK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0640!SPC MI C     -   0.99996625  x   1.00008471  =   1.00005095
 OK0640!UTM  16      -   0.99996625  x   0.99970589  =   0.99967215
 OK0640
 OK0640:                Primary Azimuth Mark                     Grid Az
 OK0640:SPC MI C     -  BALDPORT AZ MK                           094 51 24.9
 OK0640:UTM  16      -  BALDPORT AZ MK                           093 00 43.3
 OK0640
 OK0640|---------------------------------------------------------------------|
 OK0640| PID    Reference Object                     Distance      Geod. Az  |
 OK0640|                                                           dddmmss.s |
 OK0640| OK0641 BALDPORT AZ MK                      APPROX. 1.0 KM 0934845.1 |
 OK0640|---------------------------------------------------------------------|
 OK0640
 OK0640                          SUPERSEDED SURVEY CONTROL
 OK0640
 OK0640  ELLIP H (02/03/97)  215.31   (m)                       GP(       ) 4 1
 OK0640  NAD 83(1986)-  43 52 32.10866(N)    085 50 42.39279(W) AD(       ) 1
 OK0640  NAD 83(1986)-  43 52 32.10423(N)    085 50 42.39245(W) AD(       ) 3
 OK0640  NGVD 29 (03/27/91)  250.0    (m)          820.     (f) GPS OBS        
 OK0640
 OK0640.Superseded values are not recommended for survey control.
 OK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0640.See file dsdata.txt to determine how the superseded data were derived.
 OK0640
 OK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9278658703(NAD 83)
 OK0640_MARKER: I = METAL ROD
 OK0640_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0640_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0640_STAMPING: BALDPORT 1989
 OK0640_MARK LOGO: NGS   
 OK0640_PROJECTION: FLUSH
 OK0640_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0640+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0640_ROD/PIPE-DEPTH: 15.8 meters
 OK0640_SLEEVE-DEPTH  : 0.9 meters
 OK0640
 OK0640  HISTORY     - Date     Condition        Report By
 OK0640  HISTORY     - 1989     MONUMENTED       NGS
 OK0640  HISTORY     - 19921110 GOOD             NGS
 OK0640  HISTORY     - 19990930 GOOD             USPSQD
 OK0640  HISTORY     - 20031011 GOOD             USPSQD
 OK0640
 OK0640                          STATION DESCRIPTION
 OK0640
 OK0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0640'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH OF BALDWIN, AT THE
 OK0640'BALDWIN MUNICIPAL AIRPORT, ALONG THE NORTH EDGE AND NEAR THE WEST END
 OK0640'OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF BALDWIN, C/O AIRPORT MANAGER
 OK0640'JAMES ROCK, VILLAGE HALL, BALDWIN MI 49304.  PHONE IS (616) 745-4511
 OK0640'OR HOME (616) 745-7453.
 OK0640'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE HIGHWAY 37 IN
 OK0640'BALDWIN, GO SOUTH FOR 2.7 KM (1.70 MI) ON HIGHWAY 37 TO A PAVED ROAD
 OK0640'LEFT.  TURN LEFT AND GO EAST THEN NORTHEAST FOR 0.3 KM (0.20 MI) ON
 OK0640'THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OK0640'SOUTHEAST FOR 30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO
 OK0640'THE PAVED APRON.  CONTINUE SOUTHEAST THEN SOUTH FOR 0.3 KM (0.20 MI)
 OK0640'ACROSS THE APRON AND ON THE CONNECTING TAXIWAY TO THE STATION ON THE
 OK0640'LEFT, JUST BEFORE THE PAVED RUNWAY.
 OK0640'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0640'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 15.8 METERS IN A
 OK0640'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0640'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0640'LOCATED 55.3 M (181.4 FT) EAST FROM THE CURVING EAST EDGE OF THE
 OK0640'CONNECTING TAXIWAY, 17.9 M (58.7 FT) NORTHEAST FROM THE JUNCTION OF
 OK0640'THE PAVED RUNWAY AND THE ANGLING EAST EDGE OF A PAVED TURN-AROUND,
 OK0640'12.4 M (40.7 FT) NORTH FROM THE NORTH EDGE OF THE PAVED RUNWAY AND 0.7
 OK0640'M (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST.
 OK0640'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0640'NOTE-AIRPORT IS UNATTENDED, AIRPORT MANAGER CAN BE FOUND AT THE
 OK0640'BALDWIN TRUE VALUE HARDWARE STORE IN SOUTH BALDWIN.
 OK0640'NOTE-GATE IS LOCKED, CALL IN ADVANCE OF SURVEY.
 OK0640'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0640
 OK0640                          STATION RECOVERY (1992)
 OK0640
 OK0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0640'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 OK0640'IN BALDWIN, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE BALDWIN
 OK0640'MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY
 OK0640'ALONG AN APRON AND A TAXIWAY, 64.4 M (211.3 FT) EAST OF THE CENTERLINE
 OK0640'OF THE TAXIWAY, 24.2 M (79.4 FT) NORTH OF THE CENTERLINE OF A RUNWAY,
 OK0640'1.0 M (3.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 OK0640'LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OK0640'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 OK0640'FOR A CLASS A MARK. THE MARK IS ON PROPERTY OWNED BY THE BALDWIN
 OK0640'MUNICIPAL AIRPORT, CONTACT--JIM ROCK--AIRPORT MANAGER, 384 MICHIGAN
 OK0640'AVENUE, BALDWIN, MI 49304, TELEPHONE NUMBER (616) 748-4511.
 OK0640
 OK0640                          STATION RECOVERY (1999)
 OK0640
 OK0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0640'RECOVERED IN GOOD CONDITION.
 OK0640
 OK0640                          STATION RECOVERY (2003)
 OK0640
 OK0640'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0641 ***********************************************************************
 OK0641  DESIGNATION -  BALDPORT AZ MK
 OK0641  PID         -  OK0641
 OK0641  STATE/COUNTY-  MI/LAKE
 OK0641  USGS QUAD   -  MARLBOROUGH (1987)
 OK0641
 OK0641                         *CURRENT SURVEY CONTROL
 OK0641  ___________________________________________________________________
 OK0641* NAD 83(1994)-  43 52 29.91975(N)    085 49 57.02765(W)     ADJUSTED  
 OK0641* NAVD 88     -       251.655  (meters)     825.64   (feet)  ADJUSTED  
 OK0641  ___________________________________________________________________
 OK0641  X           -     334,675.925 (meters)                     COMP
 OK0641  Y           -  -4,593,095.318 (meters)                     COMP
 OK0641  Z           -   4,398,239.505 (meters)                     COMP
 OK0641  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 OK0641  ELLIP HEIGHT-         217.89  (meters)          (07/17/02) GPS OBS
 OK0641  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 OK0641  DYNAMIC HT  -         251.613 (meters)     825.50  (feet)  COMP
 OK0641  MODELED GRAV-     980,444.6   (mgal)                       NAVD 88
 OK0641
 OK0641  HORZ ORDER  -  FIRST
 OK0641  VERT ORDER  -  FIRST     CLASS II
 OK0641  ELLP ORDER  -  FOURTH    CLASS I
 OK0641
 OK0641.This mark is at Baldwin Airport (7D3)
 OK0641
 OK0641.The horizontal coordinates were established by GPS observations
 OK0641.and adjusted by the National Geodetic Survey in February 1997..
 OK0641.No horizontal observational check was made to the station.
 OK0641
 OK0641.The orthometric height was determined by differential leveling
 OK0641.and adjusted by the National Geodetic Survey in January 2002..
 OK0641.No vertical observational check was made to the station.
 OK0641
 OK0641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0641
 OK0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0641
 OK0641.The ellipsoidal height was determined by GPS observations
 OK0641.and is referenced to NAD 83.
 OK0641
 OK0641.The geoid height was determined by GEOID03.
 OK0641
 OK0641.The dynamic height is computed by dividing the NAVD 88
 OK0641.geopotential number by the normal gravity value computed on the
 OK0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0641.degrees latitude (g = 980.6199 gals.).
 OK0641
 OK0641.The modeled gravity was interpolated from observed gravity values.
 OK0641
 OK0641;                    North         East     Units Scale Factor Converg.
 OK0641;SPC MI C     -    63,107.259 5,882,180.285   MT  1.00008491   -1 02 07.7
 OK0641;SPC MI C     -   207,044.81 19,298,491.75   iFT  1.00008491   -1 02 07.7
 OK0641;UTM  16      - 4,858,649.441   593,799.253   MT  0.99970821   +0 48 33.2
 OK0641
 OK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0641!SPC MI C     -   0.99996583  x   1.00008491  =   1.00005074
 OK0641!UTM  16      -   0.99996583  x   0.99970821  =   0.99967405
 OK0641
 OK0641:                Primary Azimuth Mark                     Grid Az
 OK0641:SPC MI C     -  BALDPORT                                 274 51 24.2
 OK0641:UTM  16      -  BALDPORT                                 273 00 43.3
 OK0641
 OK0641|---------------------------------------------------------------------|
 OK0641| PID    Reference Object                     Distance      Geod. Az  |
 OK0641|                                                           dddmmss.s |
 OK0641| OK0640 BALDPORT                            APPROX. 1.0 KM 2734916.5 |
 OK0641|---------------------------------------------------------------------|
 OK0641
 OK0641                          SUPERSEDED SURVEY CONTROL
 OK0641
 OK0641  ELLIP H (02/03/97)  217.93   (m)                       GP(       ) 4 1
 OK0641  NAD 83(1986)-  43 52 29.91980(N)    085 49 57.03770(W) AD(       ) 1
 OK0641  NAD 83(1986)-  43 52 29.91359(N)    085 49 57.03412(W) AD(       ) 3
 OK0641  NGVD 29 (03/27/91)  252.5    (m)          828.     (f) GPS OBS        
 OK0641
 OK0641.Superseded values are not recommended for survey control.
 OK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0641.See file dsdata.txt to determine how the superseded data were derived.
 OK0641
 OK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9379958649(NAD 83)
 OK0641_MARKER: I = METAL ROD
 OK0641_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0641_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0641_STAMPING: BALDPORT AZ MK 1989
 OK0641_MARK LOGO: NGS   
 OK0641_PROJECTION: FLUSH
 OK0641_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0641+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0641_ROD/PIPE-DEPTH: 13.4 meters
 OK0641_SLEEVE-DEPTH  : 0.9 meters
 OK0641
 OK0641  HISTORY     - Date     Condition        Report By
 OK0641  HISTORY     - 1989     MONUMENTED       NGS
 OK0641  HISTORY     - 19921110 GOOD             NGS
 OK0641  HISTORY     - 19990930 GOOD             USPSQD
 OK0641  HISTORY     - 20031011 GOOD             USPSQD
 OK0641
 OK0641                          STATION DESCRIPTION
 OK0641
 OK0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0641'THE STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) SOUTH OF BALDWIN, AT THE
 OK0641'BALDWIN MUNICIPAL AIRPORT, ALONG THE NORTH EDGE AND NEAR THE EAST END
 OK0641'OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF BALDWIN, C/O AIRPORT MANAGER
 OK0641'JAMES ROCK, VILLAGE HALL, BALDWIN MI 49304.  PHONE IS (616) 745-4511
 OK0641'OR HOME (616) 745-7453.
 OK0641'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 OK0641'HIGHWAY 37 IN BALDWIN, GO SOUTH FOR 2.7 KM (1.70 MI) ON HIGHWAY 37 TO
 OK0641'A PAVED ROAD LEFT.  TURN LEFT AND GO EAST THEN NORTHEAST FOR 0.3 KM
 OK0641'(0.20 MI) ON THE AIRPORT ENTRACE ROAD TO A PAVED ROAD RIGHT.  TURN
 OK0641'RIGHT AND GO SOUTHEAST FOR 30 METERS, PASSING THROUGH A GATE, ON A
 OK0641'PAVED ROAD TO THE PAVED APRON.  CONTINUE SOUTHEAST THEN SOUTH FOR 0.3
 OK0641'KM (0.20 MI) ACROSS THE APRON AND ON THE CONNECTING TAXIWAY TO THE
 OK0641'PAVED RUNWAY.  TURN LEFT AND GO EAST FOR 1.0 KM (0.60 MI) ON THE
 OK0641'RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE THE EAST END OF THE
 OK0641'RUNWAY.
 OK0641'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0641'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 OK0641'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0641'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0641'LOCATED 29.1 M (95.5 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A
 OK0641'PAVED TURN AROUND, 20.4 M (66.9 FT) NORTHWEST FROM THE JUNCTION OF THE
 OK0641'NORTH EDGE OF THE RUNWAY AND THE SOUTHWEST CORNER OF A PAVED
 OK0641'TURN-AROUND AND 14.5 M (47.6 FT) NORTH FROM THE NORTH EDGE OF THE
 OK0641'RUNWAY.
 OK0641'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0641'NOTE-THE AIRPORT IS UNATTENDED, THE MANAGER CAN BE FOUND AT THE
 OK0641'BALDWIN TRUE VALUE HARDWARE STORE IN SOUTH BALDWIN.
 OK0641'NOTE-GATE IS LOCKED CALL IN ADVANCE OF SURVEY.
 OK0641'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0641
 OK0641                          STATION RECOVERY (1992)
 OK0641
 OK0641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0641'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 37 FROM THE POST OFFICE
 OK0641'IN BALDWIN, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE BALDWIN
 OK0641'MUNICIPAL AIRPORT ENTRANCE ROAD, THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY
 OK0641'ALONG AN APRON AND A TAXIWAY, THENCE 1.0 KM (0.60 MI) EASTERLY ALONG A
 OK0641'RUNWAY, 73.4 M (240.8 FT) WEST OF THE EAST END OF THE PAVED RUNWAY,
 OK0641'24.8 M (81.4 FT) NORTH OF THE RUNWAY CENTERLINE, 0.5 M (1.6 FT) SOUTH
 OK0641'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE RUNWAY.
 OK0641'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 OK0641'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.  THE
 OK0641'MARK IS ON PROPERTY OWNED BY THE BALDWIN MUNICIPAL AIRPORT,
 OK0641'CONTACT--JIM ROCK--AIRPORT MAMAGER, 384 MICHIGAN AVENUE, BALDWIN, MI
 OK0641'49304, TELEPHONE NUMBER (616) 745-4511.
 OK0641
 OK0641                          STATION RECOVERY (1999)
 OK0641
 OK0641'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0641'RECOVERED IN GOOD CONDITION.
 OK0641
 OK0641                          STATION RECOVERY (2003)
 OK0641
 OK0641'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0632 ***********************************************************************
 OK0632  DESIGNATION -  BALDWIN DNR RADIO MAST
 OK0632  PID         -  OK0632
 OK0632  STATE/COUNTY-  MI/LAKE
 OK0632  USGS QUAD   -  BALDWIN (1987)
 OK0632
 OK0632                         *CURRENT SURVEY CONTROL
 OK0632  ___________________________________________________________________
 OK0632* NAD 83(1994)-  43 58 55.60969(N)    085 50 21.79230(W)     ADJUSTED  
 OK0632* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 OK0632  ___________________________________________________________________
 OK0632  LAPLACE CORR-           5.54  (seconds)                    DEFLEC99
 OK0632  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 OK0632
 OK0632  HORZ ORDER  -  THIRD
 OK0632
 OK0632.The horizontal coordinates were established by classical geodetic methods
 OK0632.and adjusted by the National Geodetic Survey in February 1997..
 OK0632
 OK0632.The orthometric height was scaled from a topographic map.
 OK0632
 OK0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0632
 OK0632.The geoid height was determined by GEOID03.
 OK0632
 OK0632;                    North         East     Units Scale Factor Converg.
 OK0632;SPC MI C     -    75,020.108 5,881,843.576   MT  1.00005219   -1 02 25.2
 OK0632;SPC MI C     -   246,128.96 19,297,387.06   iFT  1.00005219   -1 02 25.2
 OK0632;UTM  16      - 4,870,540.974   593,079.322   MT  0.99970656   +0 48 21.7
 OK0632
 OK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0632!SPC MI C     -   0.99994793  x   1.00005219  =   1.00000011
 OK0632!UTM  16      -   0.99994793  x   0.99970656  =   0.99965450
 OK0632
 OK0632                          SUPERSEDED SURVEY CONTROL
 OK0632
 OK0632  NAD 83(1986)-  43 58 55.61082(N)    085 50 21.79666(W) AD(       ) 4
 OK0632  NAD 27      -  43 58 55.57266(N)    085 50 21.56880(W) AD(       ) 3
 OK0632
 OK0632.Superseded values are not recommended for survey control.
 OK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0632.See file dsdata.txt to determine how the superseded data were derived.
 OK0632
 OK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9307970541(NAD 83)
 OK0632_MARKER: 42 = RADIO/TV MAST
 OK0632
 OK0632  HISTORY     - Date     Condition        Report By
 OK0632  HISTORY     - 1980     FIRST OBSERVED   NGS
 OK0632  HISTORY     - 19991007 GOOD             USPSQD
 OK0632  HISTORY     - 20040424 GOOD             USPSQD
 OK0632
 OK0632                          STATION DESCRIPTION
 OK0632
 OK0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 OK0632'THE STATION, BALDWIN DEPARTMENT OF NATURAL RESOURCES RADIO
 OK0632'MAST, IS THE LIGHT TOP CENTER.  IT IS A TRUSS-WORK, GUYED
 OK0632'MAST, PAINTED ALTERNATE ORANGE AND WHITE, AND IS
 OK0632'61 METERS (200 FEET) IN HEIGHT.
 OK0632'
 OK0632'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTH OF
 OK0632'BALDWIN, 8.0 KM (5 MI) SOUTHEAST OF PEACOCK, 0.2 KM (0.15 MI)
 OK0632'EAST OF STATE HIGHWAY 37, AND IS OWNED BY THE MICHIGAN
 OK0632'DEPARTMENT OF NATURAL RESOURCES.
 OK0632'
 OK0632'DESCRIBED BY R.L. ZURFLUH.
 OK0632
 OK0632                          STATION RECOVERY (1999)
 OK0632
 OK0632'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0632'RECOVERED IN GOOD CONDITION.
 OK0632
 OK0632                          STATION RECOVERY (2004)
 OK0632
 OK0632'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0618 ***********************************************************************
 OK0618  DESIGNATION -  BALLARDS
 OK0618  PID         -  OK0618
 OK0618  STATE/COUNTY-  MI/KENT
 OK0618  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0618
 OK0618                         *CURRENT SURVEY CONTROL
 OK0618  ___________________________________________________________________
 OK0618* NAD 83(1994)-  43 06 56.06420(N)    085 43 18.87729(W)     ADJUSTED  
 OK0618* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 OK0618  ___________________________________________________________________
 OK0618  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 OK0618  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OK0618
 OK0618  HORZ ORDER  -  FIRST
 OK0618
 OK0618.The horizontal coordinates were established by classical geodetic methods
 OK0618.and adjusted by the National Geodetic Survey in February 1997..
 OK0618
 OK0618.The orthometric height was scaled from a topographic map.
 OK0618
 OK0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0618
 OK0618.The geoid height was determined by GEOID03.
 OK0618
 OK0618;                    North         East     Units Scale Factor Converg.
 OK0618;SPC MI S     -   180,342.569 3,889,713.607   MT  0.99991496   -0 55 20.2
 OK0618;SPC MI S     -   591,675.10 12,761,527.58   iFT  0.99991496   -0 55 20.2
 OK0618;UTM  16      - 4,774,441.870   603,980.099   MT  0.99973300   +0 52 25.0
 OK0618
 OK0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0618!SPC MI S     -   0.99995793  x   0.99991496  =   0.99987290
 OK0618!UTM  16      -   0.99995793  x   0.99973300  =   0.99969094
 OK0618
 OK0618:                Primary Azimuth Mark                     Grid Az
 OK0618:SPC MI S     -  CEDAR SPRINGS WATER TANK                 049 19 37.2
 OK0618:UTM  16      -  CEDAR SPRINGS WATER TANK                 047 31 52.0
 OK0618
 OK0618|---------------------------------------------------------------------|
 OK0618| PID    Reference Object                     Distance      Geod. Az  |
 OK0618|                                                           dddmmss.s |
 OK0618| OK0616 CEDAR SPRINGS WATER TANK            APPROX.18.4 KM 0482417.0 |
 OK0618| CH0897 CHURCH SPIRE                                       0790018.0 |
 OK0618| CH0773 BALLARDS RM 1                                      09027     |
 OK0618| NF1646 GRAND RAPIDS NATL BANK DOME         APPROX.17.1 KM 1660353.3 |
 OK0618| NF1644 GRAND RAPIDS BLACK WATER TANK       APPROX.14.1 KM 1844003.7 |
 OK0618| CH0774 BALLARDS RM 2                                      35959     |
 OK0618|---------------------------------------------------------------------|
 OK0618
 OK0618                          SUPERSEDED SURVEY CONTROL
 OK0618
 OK0618  NAD 83(1986)-  43 06 56.06488(N)    085 43 18.88883(W) AD(       ) 1
 OK0618  NAD 27      -  43 06 55.98200(N)    085 43 18.75000(W) AD(       ) 1
 OK0618
 OK0618.Superseded values are not recommended for survey control.
 OK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0618.See file dsdata.txt to determine how the superseded data were derived.
 OK0618
 OK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0398074442(NAD 83)
 OK0618
 OK0618  HISTORY     - Date     Condition        Report By
 OK0618  HISTORY     - 1931     MONUMENTED       CGS
 OK0618  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OK0618  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OK0618
 OK0618                          STATION DESCRIPTION
 OK0618
 OK0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CDM)
 OK0618'ABOUT 3 MILES SOUTH AND
 OK0618'1 MILE WEST OF
 OK0618'SPARTA, ABOUT 0.2 MILE SOUTHWEST OF NORTHEAST CORNER OF NW 1/4
 OK0618'SEC. 3, T. 8 N., R. 12 W., IN
 OK0618'CENTER OF APPLE ORCHARD, 8 METERS (26 FEET) WEST OF
 OK0618'CENTER LINE OF DIM NORTH-AND-SOUTH WAGON ROAD
 OK0618'THROUGH ORCHARD, 48.8 METERS (160
 OK0618'FEET) WEST OF NORTH-AND-SOUTH WIRE FENCE BETWEEN TWO ORCHARDS,
 OK0618'38.4 METERS (126 FEET)
 OK0618'EAST-NORTHEAST OF T-INTERSECTION OF TWO FARM ROADS, AND 87.8 METERS
 OK0618'(288 FEET) SOUTH OF EAST-AND-WEST
 OK0618'CORRAL FENCE.  TO REACH FROM SPARTA, GO 1-1/2 BLOCKS WEST
 OK0618'FROM POST OFFICE AND TURN LEFT (SOUTH)
 OK0618'ONTO ASPHALT ROUTE M-37, CONTINUE SOUTH
 OK0618'2.9 MILES AND KEEP GRAVEL ROAD STRAIGHT SOUTH WHERE MAIN
 OK0618'ASPHALT ROAD TURNS LEFT,
 OK0618'PROCEED ABOUT 200 FEET AND TURN RIGHT AT T-ROAD (CHURCH IN NORTHWEST
 OK0618'ANGLE), AND FOLLOW GRAVEL
 OK0618'ROAD 0.5 MILE (150 YARDS BEYOND JOGGED CROSSROADS).  STATION
 OK0618'IS ABOUT 300 FEET SOUTH OF MISS
 OK0618'ELSIE FIELDS HOUSE (FIRST ONE ON SOUTH SIDE OF ROAD
 OK0618'BEYOND JOGGED CROSSROADS), ON HIGHEST GROUND IN
 OK0618'APPLE ORCHARD.  SURFACE AND
 OK0618'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1A
 OK0618'AND 7A.  UPPER MARK IS 1
 OK0618'FOOT BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD
 OK0618'REFERENCE DISKS IN CONCRETE, NOTE
 OK0618'11A.  NO. 1 IS IN NORTH-AND-SOUTH WIRE FENCE LINE
 OK0618'BETWEEN TWO APPLE ORCHARDS, AND 48.74 METERS (287.9
 OK0618'FEET) FROM STATION IN
 OK0618'AZIMUTH 270 DEG 28 MIN.  NO. 2 IS 2 FEET SOUTH OF EAST-AND-WEST
 OK0618'CORRAL FENCE, 19.0 METERS (62 FEET)
 OK0618'WEST OF CENTER LINE OF DIM ROAD AT GATE LEADING INTO ORCHARD FROM
 OK0618'MAIN HIGHWAY, AND 87.78
 OK0618'METERS (287.9 FEET) FROM STATION IN AZIMUTH 178 DEG 59 MIN.
 OK0618'AZIMUTH FROM STATION TO CHURCH SPIRE,
 OK0618'1/2 MILE DISTANT, IS 259 DEG 00 MIN 24 SEC.
 OK0618
 OK0618                          STATION RECOVERY (1980)
 OK0618
 OK0618'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0618'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1240 ***********************************************************************
 NF1240  DESIGNATION -  BANCROFT WATER TANK
 NF1240  PID         -  NF1240
 NF1240  STATE/COUNTY-  MI/SHIAWASSEE
 NF1240  USGS QUAD   -  CORUNNA (1972)
 NF1240
 NF1240                         *CURRENT SURVEY CONTROL
 NF1240  ___________________________________________________________________
 NF1240* NAD 83(1994)-  42 52 31.64330(N)    084 03 50.09236(W)     ADJUSTED  
 NF1240* NAVD 88     -                                                        
 NF1240  ___________________________________________________________________
 NF1240  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 NF1240  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF1240
 NF1240  HORZ ORDER  -  THIRD
 NF1240
 NF1240.The horizontal coordinates were established by classical geodetic methods
 NF1240.and adjusted by the National Geodetic Survey in February 1997..
 NF1240
 NF1240
 NF1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1240
 NF1240.The geoid height was determined by GEOID03.
 NF1240
 NF1240;                    North         East     Units Scale Factor Converg.
 NF1240;SPC MI S     -   152,826.579 4,024,734.146   MT  0.99990689   +0 12 21.7
 NF1240;SPC MI S     -   501,399.54 13,204,508.35   iFT  0.99990689   +0 12 21.7
 NF1240;UTM  16      - 4,751,167.175   739,806.208   MT  1.00030753   +1 59 55.3
 NF1240;UTM  17      - 4,751,539.497   249,752.556   MT  1.00037049   -2 05 08.8
 NF1240
 NF1240                          SUPERSEDED SURVEY CONTROL
 NF1240
 NF1240  NAD 83(1986)-  42 52 31.64194(N)    084 03 50.11328(W) AD(       ) 4
 NF1240  NAD 27      -  42 52 31.52257(N)    084 03 50.24096(W) AD(       ) 3
 NF1240
 NF1240.Superseded values are not recommended for survey control.
 NF1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1240.See file dsdata.txt to determine how the superseded data were derived.
 NF1240
 NF1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3980651167(NAD 83)
 NF1240
 NF1240  HISTORY     - Date     Condition        Report By
 NF1240  HISTORY     - UNK      MONUMENTED
 NF1240  HISTORY     - 1976     GOOD             NGS
 NF1240  HISTORY     - 19940825 GOOD             USPSQD
 NF1240
 NF1240                          STATION DESCRIPTION
 NF1240
 NF1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1240'THE STATION IS THE BALL ATOP AND CENTERED OF THE BANCROFT WATER TANK
 NF1240'1932.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP AND
 NF1240'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSS-WORK LEGS.  IT IS SILVER
 NF1240'IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1240'
 NF1240'LOCATED IN THE CENTER OF BANCROFT, ON THE WEST SIDE OF THE FIRE
 NF1240'STATION, 100 FEET WEST OF THE CENTER LINE OF BEACH STREET, AND 55
 NF1240'FEET SOUTH OF THE CENTER LINE OF WARREN STREET.
 NF1240
 NF1240                          STATION RECOVERY (1994)
 NF1240
 NF1240'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0731 ***********************************************************************
 NG0731  DESIGNATION -  BANGOR
 NG0731  PID         -  NG0731
 NG0731  STATE/COUNTY-  MI/VAN BUREN
 NG0731  USGS QUAD   -  BANGOR (1981)
 NG0731
 NG0731                         *CURRENT SURVEY CONTROL
 NG0731  ___________________________________________________________________
 NG0731* NAD 83(1994)-  42 19 12.83866(N)    086 05 19.99768(W)     ADJUSTED  
 NG0731* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 NG0731  ___________________________________________________________________
 NG0731  LAPLACE CORR-           3.51  (seconds)                    DEFLEC99
 NG0731  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NG0731
 NG0731  HORZ ORDER  -  FIRST
 NG0731
 NG0731.The horizontal coordinates were established by classical geodetic methods
 NG0731.and adjusted by the National Geodetic Survey in February 1997..
 NG0731
 NG0731.The orthometric height was scaled from a topographic map.
 NG0731
 NG0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0731
 NG0731.The geoid height was determined by GEOID03.
 NG0731
 NG0731;                    North         East     Units Scale Factor Converg.
 NG0731;SPC MI S     -    92,561.815 3,858,046.544   MT  0.99995514   -1 10 19.3
 NG0731;SPC MI S     -   303,680.50 12,657,633.02   iFT  0.99995514   -1 10 19.3
 NG0731;UTM  16      - 4,685,734.236   575,076.905   MT  0.99966935   +0 36 48.4
 NG0731
 NG0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0731!SPC MI S     -   0.99996680  x   0.99995514  =   0.99992194
 NG0731!UTM  16      -   0.99996680  x   0.99966935  =   0.99963616
 NG0731
 NG0731:                Primary Azimuth Mark                     Grid Az
 NG0731:SPC MI S     -  BANGOR AZ MK                             136 08 02.0
 NG0731:UTM  16      -  BANGOR AZ MK                             134 20 54.3
 NG0731
 NG0731|---------------------------------------------------------------------|
 NG0731| PID    Reference Object                     Distance      Geod. Az  |
 NG0731|                                                           dddmmss.s |
 NG0731| CH0775 BANGOR AZ MK                                       1345742.7 |
 NG0731| CH0776 BANGOR RM 1                           7.542 METERS 20400     |
 NG0731| NG0730 BANGOR MUNICIPAL TANK               APPROX. 1.9 KM 2483230.5 |
 NG0731| CH0777 BANGOR RM 2                           6.878 METERS 31557     |
 NG0731|---------------------------------------------------------------------|
 NG0731
 NG0731                          SUPERSEDED SURVEY CONTROL
 NG0731
 NG0731  NAD 83(1986)-  42 19 12.83931(N)    086 05 20.01124(W) AD(       ) 1
 NG0731  NAD 27      -  42 19 12.70800(N)    086 05 19.91800(W) AD(       ) 1
 NG0731
 NG0731.Superseded values are not recommended for survey control.
 NG0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0731.See file dsdata.txt to determine how the superseded data were derived.
 NG0731
 NG0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7507785734(NAD 83)
 NG0731_MARKER: DS = TRIANGULATION STATION DISK
 NG0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0731_MARK LOGO: CGS   
 NG0731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0731+STABILITY: POSITION/ELEVATION WELL
 NG0731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0731+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 NG0731
 NG0731  HISTORY     - Date     Condition        Report By
 NG0731  HISTORY     - 1932     MONUMENTED       CGS
 NG0731  HISTORY     - 1934     GOOD             CGS
 NG0731  HISTORY     - 1983     GOOD             USPSQD
 NG0731  HISTORY     - 19910513 SEE DESCRIPTION  NOS
 NG0731
 NG0731                          STATION DESCRIPTION
 NG0731
 NG0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NG0731'ABOUT 1-1/2 MILES NORTHEAST OF BANGOR, IN SW 1/4 SEC. 5, T. 2 S., R.
 NG0731'15 W., ARLINGTON TOWNSHIP, ON LAND OWNED AND
 NG0731'OCCUPIED BY FRANK SEELY WHO LIVES 1/4 MILE SOUTH OF STATION, ON
 NG0731'HIGHEST SUMMIT OF HILL IN
 NG0731'ORCHARD, IN LINE WITH NORTH-SOUTH ROW OF APPLE TREES WHICH
 NG0731'IS FIRST ROW EAST OF ROW OF CHERRY TREES,
 NG0731'AND ABOUT 20 FEET WEST OF SMALL PEACH TREE
 NG0731'WHICH STANDS ALONE BETWEEN ROWS.  TO REACH FROM BANGOR, GO
 NG0731'NORTH 0.15 MILE FROM
 NG0731'POINT WHERE ROUTE M-43 TURNS SOUTH IN BANGOR, TURN EAST ONTO GRAVEL
 NG0731'ROAD, GO 1.1 MILES TO
 NG0731'SEELYS HOUSE ON NORTH SIDE OF ROAD, TURN NORTH PAST SEELYS HOUSE,
 NG0731'AND GO BETWEEN ROW OF TREES 1/4
 NG0731'MILE TO STATION SITE AT TOP OF HILL.  SURFACE AND
 NG0731'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 NG0731'IN CONCRETE.
 NG0731'UPPER MARK IS 12 INCHES BELOW SURFACE.  REFERENCE AND AZIMUTH MARKS
 NG0731'ARE STANDARD REFERENCE DISKS
 NG0731'IN CONCRETE.  NO. 1 PROJECTS 4 INCHES, AND IS 24.745
 NG0731'METERS (81.18 FEET) FROM STATION S 24 DEG W.
 NG0731'NO. 2 PROJECTS 4 INCHES, AND
 NG0731'IS 22.567 METERS (74.04 FEET) FROM STATION
 NG0731'N 45 DEG 03 MIN W.  AZIMUTH MARK
 NG0731'PROJECTS 6 INCHES, AND IS 27 FEET SOUTH OF CENTER LINE OF
 NG0731'EAST-WEST SECTION-LINE ROAD, ABOUT
 NG0731'250 FEET SOUTHEAST OF LARGE RED BARN, 6 INCHES NORTH OF SOUTH
 NG0731'RIGHT-OF-WAY FENCE OF ROAD,
 NG0731'0.1 MILE EAST OF CEMETERY, AND APPROXIMATELY 0.5 MILE
 NG0731'FROM STATION S 45 DEG 02 MIN E.
 NG0731'BEARING FROM STATION TO BANGOR, BLACK MUNICIPAL TANK,
 NG0731'FINIAL IS S 8 DEG 33 MIN W.
 NG0731
 NG0731                          STATION RECOVERY (1983)
 NG0731
 NG0731'RECOVERY NOTE BY US POWER SQUADRON 1983 (RDR)
 NG0731'NO 1 RECOVERED GOOD.
 NG0731'
 NG0731'NUMBER 1 IS JUST 35 FEET.  SOUTH OF BANGOR WATER TANK.  STATION
 NG0731'SITE SHOULD BE UNDER THE WATER TANK, TANK SITS ON GROUND.
 NG0731'
 NG0731'AZIMUTH MARK NOT RECOVERED.
 NG0731
 NG0731                          STATION RECOVERY (1991)
 NG0731
 NG0731'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0731'STATION NOT RECOVERED.  ITS POSITION FALLS UNDER A LARGE GREEN METAL
 NG0731'WATER TANK (NON-ELEVATED).
 NG0731'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0730 ***********************************************************************
 NG0730  DESIGNATION -  BANGOR MUNICIPAL TANK
 NG0730  PID         -  NG0730
 NG0730  STATE/COUNTY-  MI/VAN BUREN
 NG0730  USGS QUAD   -  BANGOR (1981)
 NG0730
 NG0730                         *CURRENT SURVEY CONTROL
 NG0730  ___________________________________________________________________
 NG0730* NAD 83(1994)-  42 18 50.09387(N)    086 06 37.93709(W)     ADJUSTED  
 NG0730* NAVD 88     -                                                        
 NG0730  ___________________________________________________________________
 NG0730  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 NG0730  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NG0730
 NG0730  HORZ ORDER  -  THIRD
 NG0730
 NG0730.The horizontal coordinates were established by classical geodetic methods
 NG0730.and adjusted by the National Geodetic Survey in February 1997..
 NG0730
 NG0730
 NG0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0730
 NG0730.The geoid height was determined by GEOID03.
 NG0730
 NG0730;                    North         East     Units Scale Factor Converg.
 NG0730;SPC MI S     -    91,896.929 3,856,247.783   MT  0.99995622   -1 11 12.3
 NG0730;SPC MI S     -   301,499.11 12,651,731.57   iFT  0.99995622   -1 11 12.3
 NG0730;UTM  16      - 4,685,013.834   573,300.246   MT  0.99966611   +0 35 55.7
 NG0730
 NG0730                          SUPERSEDED SURVEY CONTROL
 NG0730
 NG0730  NAD 83(1986)-  42 18 50.09440(N)    086 06 37.95083(W) AD(       ) 4
 NG0730  NAD 27      -  42 18 49.96300(N)    086 06 37.85900(W) AD(       ) 3
 NG0730
 NG0730.Superseded values are not recommended for survey control.
 NG0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0730.See file dsdata.txt to determine how the superseded data were derived.
 NG0730
 NG0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7330085014(NAD 83)
 NG0730_MARKER: 53 = ELEVATED TANK
 NG0730
 NG0730  HISTORY     - Date     Condition        Report By
 NG0730  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0730  HISTORY     - 1957     GOOD             CGS
 NG0730  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NG0730
 NG0730                          STATION DESCRIPTION
 NG0730
 NG0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 NG0730'THE TANK WAS RECOVERED
 NG0730'IN GOOD CONDITION.
 NG0730'THE LEGS OF THE STRUCTURE ARE BLACK BUT THE
 NG0730'BOWL IS SILVER WITH THE NAME BANGOR
 NG0730'ON THE SIDE.  IT IS ON PINE
 NG0730'STREET IN BANGOR.
 NG0730
 NG0730                          STATION RECOVERY (1983)
 NG0730
 NG0730'RECOVERY NOTE BY US POWER SQUADRON 1983 (RDR)
 NG0730'STATION DESTROYED.
 NG0730'
 NG0730'WATER TANK HAS BEEN TORN DOWN AND RE-ERECTED AT STATION 1001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0286 ***********************************************************************
 NE0286  DESIGNATION -  BANK USLS
 NE0286  PID         -  NE0286
 NE0286  STATE/COUNTY-  MI/ST CLAIR
 NE0286  USGS QUAD   -  
 NE0286
 NE0286                         *CURRENT SURVEY CONTROL
 NE0286  ___________________________________________________________________
 NE0286* NAD 83(1986)-  42 42 56.     (N)    082 29 33.     (W)     SCALED    
 NE0286* NAVD 88     -       178.756  (meters)     586.47   (feet)  ADJUSTED  
 NE0286  ___________________________________________________________________
 NE0286  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0286  DYNAMIC HT  -         178.707 (meters)     586.31  (feet)  COMP
 NE0286  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 NE0286
 NE0286  VERT ORDER  -  FIRST     CLASS 0
 NE0286
 NE0286.The horizontal coordinates were scaled from a topographic map and have
 NE0286.an estimated accuracy of +/- 6 seconds.
 NE0286
 NE0286.The orthometric height was determined by differential leveling
 NE0286.and adjusted by the National Geodetic Survey in June 1991..
 NE0286
 NE0286.The geoid height was determined by GEOID03.
 NE0286
 NE0286.The dynamic height is computed by dividing the NAVD 88
 NE0286.geopotential number by the normal gravity value computed on the
 NE0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0286.degrees latitude (g = 980.6199 gals.).
 NE0286
 NE0286.The modeled gravity was interpolated from observed gravity values.
 NE0286
 NE0286;                    North         East    Units  Estimated Accuracy
 NE0286;SPC MI S     -   136,730.    4,153,500.      MT  (+/- 180 meters Scaled)
 NE0286
 NE0286                          SUPERSEDED SURVEY CONTROL
 NE0286
 NE0286  NGVD 29 (??/??/??)  178.880  (m)          586.88   (f) ADJUSTED    1 0
 NE0286
 NE0286.Superseded values are not recommended for survey control.
 NE0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0286.See file dsdata.txt to determine how the superseded data were derived.
 NE0286
 NE0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH777303(NAD 83)
 NE0286_MARKER: B = BOLT
 NE0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0286_SP_SET: BUILDING
 NE0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0286
 NE0286  HISTORY     - Date     Condition        Report By
 NE0286  HISTORY     - 1929     MONUMENTED       USLS
 NE0286  HISTORY     - 1970     GOOD             USLS
 NE0286  HISTORY     - 1980     GOOD             NGS
 NE0286  HISTORY     - 19990424 GOOD             USPSQD
 NE0286
 NE0286                          STATION DESCRIPTION
 NE0286
 NE0286'DESCRIBED BY US LAKE SURVEY 1970
 NE0286'AT MARINE CITY.
 NE0286'BANK IS AT MARINE CITY, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0286'NORTH CORNER OF SOUTH WATER AND ST. CLAIR STREETS, ON SOUTH
 NE0286'WATER STREET SIDE OF THE MARINE SAVINGS BANK, ON TOP OF PEDESTAL
 NE0286'OF THE MOST NORTHEASTERLY OF FOUR COLUMNS, 0.3 FOOT FROM THE
 NE0286'NORTHEAST AND SOUTHEAST FACES, BEING HIGHEST POINT ON TOP OF
 NE0286'A 3/16-INCH BRASS BOLT SET INTO THE CONCRETE.  NOTE-- BM 1929
 NE0286
 NE0286                          STATION RECOVERY (1980)
 NE0286
 NE0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0286'IN MARINE CITY, AT THE JUNCTION OF SOUTH WATER AND ST CLAIR STREETS
 NE0286'THE MARK IS A 3/16-INCH BRASS NAIL SET IN TOP OF THE EAST CORNER
 NE0286'OF THE BASE OF THE MOST NORTHEASTERLY ONE OF 4 COLUMS ON THE SOUTHEAST
 NE0286'FACE OF THE MARINE SAVING BANK. 7.93 METERS (26.0 FEET) NORTHEAST
 NE0286'OF THE CENTER OF THE SOUTH WATER STREET ENTRANCE, 3.9 METERS
 NE0286'(12.8 FEET) NORTHWEST OF THE NORTHWEST CURB OF SOUTH WATER STREET,
 NE0286'0.55 METER (1.8 FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE BUILDING
 NE0286'THE MARK IS 0.6 M ABOVE SIDEWALK.
 NE0286
 NE0286                          STATION RECOVERY (1999)
 NE0286
 NE0286'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0253 ***********************************************************************
 RJ0253  DESIGNATION -  BAR
 RJ0253  PID         -  RJ0253
 RJ0253  STATE/COUNTY-  MI/CHIPPEWA
 RJ0253  USGS QUAD   -  BRIMLEY (1975)
 RJ0253
 RJ0253                         *CURRENT SURVEY CONTROL
 RJ0253  ___________________________________________________________________
 RJ0253* NAD 83(1986)-  46 24 41.     (N)    084 34 23.     (W)     SCALED    
 RJ0253* NAVD 88     -       188.949  (meters)     619.91   (feet)  ADJUSTED  
 RJ0253  ___________________________________________________________________
 RJ0253  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 RJ0253  DYNAMIC HT  -         188.957 (meters)     619.94  (feet)  COMP
 RJ0253  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 RJ0253
 RJ0253  VERT ORDER  -  FIRST     CLASS 0
 RJ0253
 RJ0253.The horizontal coordinates were scaled from a topographic map and have
 RJ0253.an estimated accuracy of +/- 6 seconds.
 RJ0253
 RJ0253.The orthometric height was determined by differential leveling
 RJ0253.and adjusted by the National Geodetic Survey in June 1991..
 RJ0253
 RJ0253.The geoid height was determined by GEOID03.
 RJ0253
 RJ0253.The dynamic height is computed by dividing the NAVD 88
 RJ0253.geopotential number by the normal gravity value computed on the
 RJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0253.degrees latitude (g = 980.6199 gals.).
 RJ0253
 RJ0253.The modeled gravity was interpolated from observed gravity values.
 RJ0253
 RJ0253;                    North         East    Units  Estimated Accuracy
 RJ0253;SPC MI N     -   183,810.    8,186,550.      MT  (+/- 180 meters Scaled)
 RJ0253
 RJ0253                          SUPERSEDED SURVEY CONTROL
 RJ0253
 RJ0253  NGVD 29 (??/??/92)  188.91   (m)          619.8    (f) COMPUTED    1 0
 RJ0253
 RJ0253.Superseded values are not recommended for survey control.
 RJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0253.See file dsdata.txt to determine how the superseded data were derived.
 RJ0253
 RJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS865426(NAD 83)
 RJ0253_MARKER: Z = SEE DESCRIPTION
 RJ0253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0253_SP_SET: IRON ROD
 RJ0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0253
 RJ0253  HISTORY     - Date     Condition        Report By
 RJ0253  HISTORY     - 1950     MONUMENTED       RBNF
 RJ0253  HISTORY     - 1972     GOOD             USLS
 RJ0253  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0253  HISTORY     - 20020910 MARK NOT FOUND   MIDT
 RJ0253
 RJ0253                          STATION DESCRIPTION
 RJ0253
 RJ0253'DESCRIBED BY US LAKE SURVEY 1972
 RJ0253'AT BRIMLEY.
 RJ0253'BAR IS AT BRIMLEY, CHIPPEWA COUNTY, MICHIGAN, IN NORTHWEST
 RJ0253'CORNER OF T-INTERSECTION OF BAY STREET (M-221), LAKE SHORE
 RJ0253'DRIVE AND 6-MILE ROAD, ON NORTH SIDE OF LAKE SHORE DRIVE, 20.2
 RJ0253'FEET SOUTHWESTERLY OF NORTHWEST CORNER, 2.0 FEET WEST OF
 RJ0253'SOUTHWEST CORNER AND IN LINE WITH SOUTH FACE OF WING OF
 RJ0253'BUILDING OCCUPIED BY THE COZY INN BAR, 1/4-FOOT BELOW THE GROUND
 RJ0253'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-1/4-INCH DIAMETER
 RJ0253'IRON ROD, 12 FEET LONG.
 RJ0253
 RJ0253                          STATION RECOVERY (1983)
 RJ0253
 RJ0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0253'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
 RJ0253
 RJ0253                          STATION RECOVERY (2002)
 RJ0253
 RJ0253'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0580 ***********************************************************************
 RL0580  DESIGNATION -  BARAGA
 RL0580  PID         -  RL0580
 RL0580  STATE/COUNTY-  MI/BARAGA
 RL0580  USGS QUAD   -  BEAR TOWN (1985)
 RL0580
 RL0580                         *CURRENT SURVEY CONTROL
 RL0580  ___________________________________________________________________
 RL0580* NAD 83(1994)-  46 48 16.53585(N)    088 33 16.74734(W)     ADJUSTED  
 RL0580* NAVD 88     -       291.019  (meters)     954.78   (feet)  ADJUSTED  
 RL0580  ___________________________________________________________________
 RL0580  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 RL0580  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 RL0580  DYNAMIC HT  -         291.032 (meters)     954.83  (feet)  COMP
 RL0580  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 RL0580
 RL0580  HORZ ORDER  -  FIRST
 RL0580  VERT ORDER  -  SECOND    CLASS 0
 RL0580
 RL0580.The horizontal coordinates were established by classical geodetic methods
 RL0580.and adjusted by the National Geodetic Survey in February 1997..
 RL0580
 RL0580.The orthometric height was determined by differential leveling
 RL0580.and adjusted by the National Geodetic Survey in June 1991..
 RL0580
 RL0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0580
 RL0580.The geoid height was determined by GEOID03.
 RL0580
 RL0580.The dynamic height is computed by dividing the NAVD 88
 RL0580.geopotential number by the normal gravity value computed on the
 RL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0580.degrees latitude (g = 980.6199 gals.).
 RL0580
 RL0580.The modeled gravity was interpolated from observed gravity values.
 RL0580
 RL0580;                    North         East     Units Scale Factor Converg.
 RL0580;SPC MI N     -   225,819.044 7,881,343.254   MT  0.99994390   -1 07 25.3
 RL0580;SPC MI N     -   740,876.13 25,857,425.37   iFT  0.99994390   -1 07 25.3
 RL0580;UTM  16      - 5,184,623.031   381,377.355   MT  0.99977295   -1 08 00.6
 RL0580
 RL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0580!SPC MI N     -   0.99995973  x   0.99994390  =   0.99990363
 RL0580!UTM  16      -   0.99995973  x   0.99977295  =   0.99973269
 RL0580
 RL0580:                Primary Azimuth Mark                     Grid Az
 RL0580:SPC MI N     -  PEQUAMING FORD MILL SHORT TANK           066 29 10.0
 RL0580:UTM  16      -  PEQUAMING FORD MILL SHORT TANK           066 29 45.3
 RL0580
 RL0580|---------------------------------------------------------------------|
 RL0580| PID    Reference Object                     Distance      Geod. Az  |
 RL0580|                                                           dddmmss.s |
 RL0580| RL1530 PEQUAMING FORD MILL SHORT TANK      APPROX.12.8 KM 0652144.7 |
 RL0580| RL1531 PEQUAMING FORD MILL TALL TANK       APPROX.12.8 KM 0652824.8 |
 RL0580| RL1584 BARAGA MICH CONSER DEPT RAD TR      APPROX. 3.7 KM 1042332.7 |
 RL0580| RL1525 L ANSE ST HWY PATROL RAD TOWER      APPROX.10.9 KM 1245853.8 |
 RL0580| RL1524 HERMAN LOOKOUT TOWER                APPROX.20.3 KM 1352538.3 |
 RL0580| RL1523 HERMAN MICROWAVE TOWER              APPROX.20.4 KM 1353920.8 |
 RL0580| RL0581 BARAGA RM 1                          31.995 METERS 17540     |
 RL0580| CJ1833 BARAGA AZ MK 2                                     1933019.4 |
 RL0580| RL0579 BARAGA AZ MK                                       2503854.6 |
 RL0580| RL0582 BARAGA RM 2                          27.856 METERS 27644     |
 RL0580| SG0234 PAINESDALE MUNICIPAL TANK           APPROX.28.0 KM 3405832.1 |
 RL0580|---------------------------------------------------------------------|
 RL0580
 RL0580                          SUPERSEDED SURVEY CONTROL
 RL0580
 RL0580  NAD 83(1986)-  46 48 16.53016(N)    088 33 16.73002(W) AD(       ) 1
 RL0580  NAD 27      -  46 48 16.77700(N)    088 33 16.26200(W) AD(       ) 1
 RL0580  NGVD 29 (??/??/92)  290.998  (m)          954.72   (f) ADJ UNCH    2 0
 RL0580
 RL0580.Superseded values are not recommended for survey control.
 RL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0580.See file dsdata.txt to determine how the superseded data were derived.
 RL0580
 RL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8137784623(NAD 83)
 RL0580_MARKER: DS = TRIANGULATION STATION DISK
 RL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0580_STAMPING: BARAGA 1939
 RL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0580+STABILITY: SURFACE MOTION
 RL0580
 RL0580  HISTORY     - Date     Condition        Report By
 RL0580  HISTORY     - 1939     MONUMENTED       CGS
 RL0580  HISTORY     - 1948     GOOD             NGS
 RL0580  HISTORY     - 1956     GOOD             CGS
 RL0580  HISTORY     - 1975     GOOD             NGS
 RL0580  HISTORY     - 1977     GOOD             NGS
 RL0580  HISTORY     - 1981     MARK NOT FOUND   MIDH
 RL0580  HISTORY     - 19820528 MARK NOT FOUND   USGS
 RL0580
 RL0580                          STATION DESCRIPTION
 RL0580
 RL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0580'ABOUT 3-1/2 MILES NORTHWEST OF BARAGA, ON LAND OWNED AND
 RL0580'OCCUPIED BY VICTOR PATOVISTI, IN THE NORTHEAST QUARTER OF
 RL0580'SEC. , T. 51 N., R. 34 W., AND APPROXIMATELY 0.3 MILE NORTHEAST
 RL0580'OF THE PATOVISTI HOUSE.  STATION MARK IS SET IN THE NORTHEAST
 RL0580'CORNER OF A PASTURE, 20 FEET SOUTHWEST OF A ROCK WALL AT A
 RL0580'SOUTHEAST FENCE CORNER, 13-1/2 FEET SOUTH OF AN EAST-WEST
 RL0580'FENCE LINE ALONG THE SOUTH SIDE OF THE WOODS, AND 120 PACES
 RL0580'NORTH-NORTHEAST OF A ROCK PILE ABOUT 20 FEET IN DIAMETER AND
 RL0580'4-1/2 FEET HIGH WHICH IS IN THE PASTURE.  THE MARK IS STAMPED
 RL0580'BARAGA 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0580'
 RL0580'TO REACH FROM THE JUNCTION OF STATE HIGWAY 35 AND U.S. HIGHWAY
 RL0580'41 IN BARAGE, GO WEST ON STATE HIGHWAY 35 FOR 3.5 MILES
 RL0580'TO A COUNTY ROAD NORTH AT A CHEESE FACTORY, TURN RIGHT (NORTH)
 RL0580'AND GO 1.3 MILES TO A LANE LEADING EAST TO PATOVISTIS HOUSE,
 RL0580'WHICH IS A STUCCO STRUCTURE.  FROM THE HOUSE FOLLOW A CATTLE
 RL0580'LANE EAST FOR 0.25 MILE, THEN TURN LEFT AND GO 0.15 MILE TO
 RL0580'THE NORTHEAST CORNER OF THE PASTURE AND THE STATION.
 RL0580'
 RL0580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL0580'BRONZE DISKS.
 RL0580'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH
 RL0580'WHITE WOODEN POSTS WHICH PROJECTS 2-1/2 FEET ABOVE THE
 RL0580'GROUND.
 RL0580'
 RL0580'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION IN A
 RL0580'TIMBER TRACT THAT IS BEING CLEARED, STAMPED BARAGA NO 1 1939
 RL0580'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0580'
 RL0580'REFERENCE MARK NO. 2 IS WEST OF THE STATION IN AN EAST-WEST
 RL0580'FENCE LINE AND 104.5 FEET WEST OF A ROCK WALL AT A SOUTHEAST
 RL0580'FENCE CORNER, STAMPED BARAGA NO 2 1939 AND PROJECTS 6 INCHES
 RL0580'ABOVE THE GROUND.
 RL0580'
 RL0580'AZIMUTH MARK IS WEST OF THE STATION, 151 FEET EAST-NORTHEAST
 RL0580'OF THE NORTHEAST CORNER OF THE PATOVISTI HOUSE, 81 FEET
 RL0580'NORTHWEST OF THE NORTHWEST CORNER OF A LARGE BARN, 55 FEET
 RL0580'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND AT THE WEST
 RL0580'END OF AN APPLE ORCHARD, STAMPED BARAGA 1939 AND PROJECTS
 RL0580'6 INCHES ABOVE THE GROUND.
 RL0580'
 RL0580'A 103-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 RL0580'
 RL0580'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL0580
 RL0580                          STATION RECOVERY (1948)
 RL0580
 RL0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0580'5.1 MI NW FROM BARAGA.
 RL0580'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT
 RL0580'BARAGA THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE
 RL0580'ABOUT 0.35 MILE EAST-NORTHEAST ACROSS YARD AND FIELD OF VICTOR
 RL0580'PATOVISTI FARM, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD,
 RL0580'353 FEET NORTHEAST OF A ROCK PILE 25 BY 25-FEET AND ABOUT
 RL0580'5 1/2 FEET HIGH, 91 FEET EAST-SOUTHEAST OF R.M. NO. 2, 105
 RL0580'FEET NORTH OF R.M. NO. 1 18 FEET WEST OF THE CENTER LINEOF
 RL0580'AN OLD FARM ROAD, IN A NORTH-SOUTH FENCE LINE, 12 FEET SOUTH
 RL0580'OF A FENCE CORNER, 2 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0580'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0580
 RL0580                          STATION RECOVERY (1956)
 RL0580
 RL0580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL0580'STATION WAS RECOVERED AS DESCRIBED, WITH ALL MARKS IN GOOD
 RL0580'CONDITION, WITH THE FOLLOWING EXCEPTION.  THE DISTANCE TO
 RL0580'R.M. NO. 2 WAS FOUND TO BE 27.854 M, 91.38 FT.
 RL0580
 RL0580                          STATION RECOVERY (1975)
 RL0580
 RL0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL0580'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 RL0580'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS BELIEVED TO HAVE BEEN
 RL0580'DESTROYED DURING ROAD CONSTRUCTION, AND A AZ MK 2 WAS ESTABLISHED
 RL0580'AT THIS TIME.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 RL0580'COMPARED FAVORABLY WITH THE 1956 OBSERVATIONS.  A NEW AND COMPLETE
 RL0580'DESCRIPTION FOLLOWS.
 RL0580'
 RL0580'THE STATION IS LOCATED ABOUT 3.5 NORTHWEST OF BARAGA, 1.5 MILES
 RL0580'NORTH OF STATE HIGHWAY 38, IN THE NORTHEAST QUARTER SECTION, T. 51
 RL0580'N., R. 34 W., IN THE NORTHEAST CORNER OF A PASTURE THAT IS PROPERTY
 RL0580'OF DR. H.J. WINKLER, 325 FRONT STREET, LANCE, MICHIGAN.  PHONE
 RL0580'NUMBER 906-524-6422.
 RL0580'
 RL0580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RL0580'HIGHWAY 38 AT THE EAST SIDE OF BARAGA, GO WEST ON STATE HIGHWAY 38
 RL0580'FOR 3.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON PAVED
 RL0580'ROAD 1.25 MILES TO A SIDEROAD RIGHT AND MAILBOX OF MR. JOHN J.
 RL0580'PELTO.  TURN RIGHT, GO EAST ON A GRAVEL ROAD 0.3 MILE TO A DIM
 RL0580'TRACK FIELD ROAD ON THE LEFT.  (TO REACH THE AZIMUTH MARK,
 RL0580'CONTINUE AHEAD EAST 0.05 MILE TO THE MARK ON THE LEFT, NORTH SIDE
 RL0580'OF THE ROAD.) TURN LEFT, CROSSING DITCH AND GO NORTHERLY ON DIM
 RL0580'TRACK FIELD ROAD 0.15 MILE TO A FENCELINE AND ROW OF TREES.  TURN
 RL0580'RIGHT, GO EAST ALONG FENCELINE 0.15 MILE TO A SMALL CLEARING
 RL0580'AND THE STATION IN THE NORTHEAST CORNER.
 RL0580'
 RL0580'THE STATION MARKS ARE STANDARD DISKS STAMPED BARAGA 1939.  THE
 RL0580'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RL0580'THAT PROJECTS 6 INCHES.  IT IS 15.0 FEET SOUTH OF A EAST-WEST
 RL0580'FENCELINE AND 5.2 FEET WEST OF A METAL WITNESS POST.  THE
 RL0580'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL0580'CONCRETE APPROXIMATELY 38 INCHES BELOW THE GROUND SURFACE.
 RL0580'
 RL0580'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARAGA NO 1 1939, SET
 RL0580'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RL0580'INCHES.  IT IS 2.5 FEET NORTH OF A METAL WITNESS POST, AND 2.5 FEET
 RL0580'NORTH-NORTHWEST OF A 4X4 INCH WOODEN WITNESS POST.
 RL0580'
 RL0580'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARAGA NO 2 1939, SET
 RL0580'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 RL0580'INCHES.  IT IS 2.0 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 RL0580'2.0 FEET SOUTH OF A EAST-WEST FENCELINE.
 RL0580'
 RL0580'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BARAGA AZ 2 1939 1975,
 RL0580'SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT
 RL0580'THAT PROJECTS 6 INCHES.  IT IS 20.0 FEET NORTH OF THE GRAVEL ROAD
 RL0580'AND 2.5 FEET WEST OF A METAL WITNESS POST.
 RL0580'
 RL0580'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 RL0580'
 RL0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.5 MILES
 RL0580'NORTHWEST OF BARAGA.
 RL0580'
 RL0580'HEIGHT OF LIGHT ABOVE STATION MARK 85.0 FEET.
 RL0580
 RL0580                          STATION RECOVERY (1977)
 RL0580
 RL0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL0580'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 RL0580'GOOD CONDITION, A WITNESS POST IS SET BY EACH MARK.  A NEW AZIMUTH
 RL0580'MARK WAS FOUND SET SOUTH OF THE STATION ABOUT 0.2 MILE ALONG THE
 RL0580'NORTH SIDE OF A GRAVELED ROAD, IT IS 3 FEET WEST OF A WITNESS POST, 9
 RL0580'PACES NORTH OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND
 RL0580'IS PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  A NEW
 RL0580'TO REACH FOLLOWS.
 RL0580'
 RL0580'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 35,
 RL0580'GO WEST ON STATE HIGHWAY 35 FOR 3.8 MILES TO A CROSS ROAD.  TURN
 RL0580'RIGHT NORTH ON SURFACED ROAD FOR 1.3 MILE TO A CROSS ROAD.  TURN
 RL0580'RIGHT EAST ON A GRAVELED ROAD AND GO FOR 0.35 MILE TO THE AZIMUTH
 RL0580'MARK ON THE LEFT NORTH SIDE OF ROAD.  FROM HERE PACK NORTHERLY
 RL0580'FOR APPROXIMATELY 0.2 MILE TO THE NORTHEAST CORNER OF A
 RL0580'FIELD WITH SMALL PINE TREES, STATION MARK AND REFERENCE MARKS
 RL0580'MARKED BY WITNESS POST.
 RL0580'
 RL0580'THE NEW AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 RL0580'BARAGA 1939 AZ 2 1972.  THERE IS NO INFORMATION ON THIS MARK.
 RL0580'
 RL0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3-1/2 MILES
 RL0580'NW OF BARAGA.
 RL0580
 RL0580                          STATION RECOVERY (1981)
 RL0580
 RL0580'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0580'MARK NOT FOUND.
 RL0580
 RL0580                          STATION RECOVERY (1982)
 RL0580
 RL0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (TPA)
 RL0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0579 ***********************************************************************
 RL0579  DESIGNATION -  BARAGA AZ MK
 RL0579  PID         -  RL0579
 RL0579  STATE/COUNTY-  MI/BARAGA
 RL0579  USGS QUAD   -  BEAR TOWN (1985)
 RL0579
 RL0579                         *CURRENT SURVEY CONTROL
 RL0579  ___________________________________________________________________
 RL0579* NAD 83(1986)-  46 48 17.     (N)    088 33 34.     (W)     SCALED    
 RL0579* NAVD 88     -       291.867  (meters)     957.57   (feet)  ADJUSTED  
 RL0579  ___________________________________________________________________
 RL0579  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 RL0579  DYNAMIC HT  -         291.881 (meters)     957.61  (feet)  COMP
 RL0579  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 RL0579
 RL0579  VERT ORDER  -  SECOND    CLASS 0
 RL0579
 RL0579.The horizontal coordinates were scaled from a topographic map and have
 RL0579.an estimated accuracy of +/- 6 seconds.
 RL0579
 RL0579.The orthometric height was determined by differential leveling
 RL0579.and adjusted by the National Geodetic Survey in June 1991..
 RL0579
 RL0579.The geoid height was determined by GEOID03.
 RL0579
 RL0579.The dynamic height is computed by dividing the NAVD 88
 RL0579.geopotential number by the normal gravity value computed on the
 RL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0579.degrees latitude (g = 980.6199 gals.).
 RL0579
 RL0579.The modeled gravity was interpolated from observed gravity values.
 RL0579
 RL0579;                    North         East    Units  Estimated Accuracy
 RL0579;SPC MI N     -   225,840.    7,880,980.      MT  (+/- 180 meters Scaled)
 RL0579
 RL0579                          SUPERSEDED SURVEY CONTROL
 RL0579
 RL0579  NGVD 29 (??/??/92)  291.846  (m)          957.50   (f) ADJ UNCH    2 0
 RL0579
 RL0579.Superseded values are not recommended for survey control.
 RL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0579.See file dsdata.txt to determine how the superseded data were derived.
 RL0579
 RL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS810846(NAD 83)
 RL0579_MARKER: DZ = AZIMUTH MARK DISK
 RL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0579_STAMPING: BARAGA 1939
 RL0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0579+STABILITY: SURFACE MOTION
 RL0579
 RL0579  HISTORY     - Date     Condition        Report By
 RL0579  HISTORY     - 1939     MONUMENTED       CGS
 RL0579  HISTORY     - 1948     GOOD             NGS
 RL0579
 RL0579                          STATION DESCRIPTION
 RL0579
 RL0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0579'4.8 MI NW FROM BARAGA.
 RL0579'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT BARAGA,
 RL0579'THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE ABOUT
 RL0579'0.05 MILE NORTHEAST ALONG DRIVE TO RESIDENCE OF VICTOR
 RL0579'PATOVISTI, SET FLUSH AGAINST THE NORTH FACE OF A SMALL GARAGE
 RL0579'IN THE BACK OF THE HOUSE, 152 FEET EAST-NORTHEAST OF THE
 RL0579'NORTHEAST CORNER OF THE HOUSE, 81 FEET NORTHWEST OF THE NORTHWEST
 RL0579'CORNER OF A BARN, 4 FEET WEST OF THE NORTHEAST CORNER OF THE
 RL0579'GARAGE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0579'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1836 ***********************************************************************
 DI1836  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1836  DESIGNATION -  BARAGA CORS ARP
 DI1836  CORS_ID     -  MIBX
 DI1836  PID         -  DI1836
 DI1836  STATE/COUNTY-  MI/BARAGA
 DI1836  USGS QUAD   -  BEAR TOWN (1985)
 DI1836
 DI1836                         *CURRENT SURVEY CONTROL
 DI1836  ___________________________________________________________________
 DI1836* NAD 83(CORS)-  46 45 50.77614(N)    088 30 46.83958(W)     ADJUSTED  
 DI1836* NAVD 88     -                                                        
 DI1836  ___________________________________________________________________
 DI1836  EPOCH DATE  -        2002.00
 DI1836  X           -     113,581.940 (meters)                     COMP
 DI1836  Y           -  -4,375,489.381 (meters)                     COMP
 DI1836  Z           -   4,623,982.377 (meters)                     COMP
 DI1836  ELLIP HEIGHT-         194.71  (meters)          (10/??/06) GPS OBS
 DI1836  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DI1836
 DI1836  HORZ ORDER  -  SPECIAL (CORS)
 DI1836  ELLP ORDER  -  SPECIAL (CORS)
 DI1836
 DI1836.ITRF positions are available for this station.
 DI1836.The coordinates were established by GPS observations
 DI1836.and adjusted by the National Geodetic Survey in October 2006..
 DI1836.The coordinates are valid at the epoch date displayed above.
 DI1836.The epoch date for horizontal control is a decimal equivalence
 DI1836.of Year/Month/Day.
 DI1836
 DI1836
 DI1836.The PID for the CORS L1 Phase Center is DI1837.
 DI1836
 DI1836.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1836
 DI1836.The ellipsoidal height was determined by GPS observations
 DI1836.and is referenced to NAD 83.
 DI1836
 DI1836.The geoid height was determined by GEOID03.
 DI1836
 DI1836;                    North         East     Units Scale Factor Converg.
 DI1836;SPC MI N     -   221,257.630 7,884,435.161   MT  0.99993774   -1 05 36.9
 DI1836;SPC MI N     -   725,910.86 25,867,569.43   iFT  0.99993774   -1 05 36.9
 DI1836
 DI1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1836!SPC MI N     -   0.99996948  x   0.99993774  =   0.99990722
 DI1836
 DI1836                          SUPERSEDED SURVEY CONTROL
 DI1836
 DI1836.No superseded survey control is available for this station.
 DI1836
 DI1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8446880062(NAD 83)
 DI1836_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1836
 DI1836                          STATION DESCRIPTION
 DI1836
 DI1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1836'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1836'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1836'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1836'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1836'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1837 ***********************************************************************
 DI1837  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1837  DESIGNATION -  BARAGA CORS L1 PHASE CENTER
 DI1837  CORS_ID     -  MIBX
 DI1837  PID         -  DI1837
 DI1837  STATE/COUNTY-  MI/BARAGA
 DI1837  USGS QUAD   -  BEAR TOWN (1985)
 DI1837
 DI1837                         *CURRENT SURVEY CONTROL
 DI1837  ___________________________________________________________________
 DI1837* NAD 83(CORS)-  46 45 50.77622(N)    088 30 46.83952(W)     ADJUSTED  
 DI1837* NAVD 88     -                                                        
 DI1837  ___________________________________________________________________
 DI1837  EPOCH DATE  -        2002.00
 DI1837  X           -     113,581.943 (meters)                     COMP
 DI1837  Y           -  -4,375,489.455 (meters)                     COMP
 DI1837  Z           -   4,623,982.459 (meters)                     COMP
 DI1837  ELLIP HEIGHT-         194.82  (meters)          (10/??/06) GPS OBS
 DI1837  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 DI1837
 DI1837  HORZ ORDER  -  SPECIAL (CORS)
 DI1837  ELLP ORDER  -  SPECIAL (CORS)
 DI1837
 DI1837.ITRF positions are available for this station.
 DI1837.The coordinates were established by GPS observations
 DI1837.and adjusted by the National Geodetic Survey in October 2006..
 DI1837.The coordinates are valid at the epoch date displayed above.
 DI1837.The epoch date for horizontal control is a decimal equivalence
 DI1837.of Year/Month/Day.
 DI1837
 DI1837
 DI1837.The PID for the CORS ARP is DI1836.
 DI1837
 DI1837.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1837
 DI1837.The ellipsoidal height was determined by GPS observations
 DI1837.and is referenced to NAD 83.
 DI1837
 DI1837.The geoid height was determined by GEOID03.
 DI1837
 DI1837;                    North         East     Units Scale Factor Converg.
 DI1837;SPC MI N     -   221,257.632 7,884,435.162   MT  0.99993774   -1 05 36.9
 DI1837;SPC MI N     -   725,910.87 25,867,569.43   iFT  0.99993774   -1 05 36.9
 DI1837
 DI1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1837!SPC MI N     -   0.99996946  x   0.99993774  =   0.99990720
 DI1837
 DI1837                          SUPERSEDED SURVEY CONTROL
 DI1837
 DI1837.No superseded survey control is available for this station.
 DI1837
 DI1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8446880062(NAD 83)
 DI1837_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1837
 DI1837                          STATION DESCRIPTION
 DI1837
 DI1837'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1837'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1837'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1837'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1837'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1837'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1584 ***********************************************************************
 RL1584  DESIGNATION -  BARAGA MICH CONSER DEPT RAD TR
 RL1584  PID         -  RL1584
 RL1584  STATE/COUNTY-  MI/BARAGA
 RL1584  USGS QUAD   -  BEAR TOWN (1985)
 RL1584
 RL1584                         *CURRENT SURVEY CONTROL
 RL1584  ___________________________________________________________________
 RL1584* NAD 83(1994)-  46 47 46.43157(N)    088 30 26.12639(W)     ADJUSTED  
 RL1584* NAVD 88     -                                                        
 RL1584  ___________________________________________________________________
 RL1584  LAPLACE CORR-          -7.17  (seconds)                    DEFLEC99
 RL1584  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 RL1584
 RL1584  HORZ ORDER  -  THIRD
 RL1584
 RL1584.The horizontal coordinates were established by classical geodetic methods
 RL1584.and adjusted by the National Geodetic Survey in February 1997..
 RL1584
 RL1584
 RL1584.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1584
 RL1584.The geoid height was determined by GEOID03.
 RL1584
 RL1584;                    North         East     Units Scale Factor Converg.
 RL1584;SPC MI N     -   224,819.791 7,884,942.476   MT  0.99994259   -1 05 21.9
 RL1584;SPC MI N     -   737,597.74 25,869,233.85   iFT  0.99994259   -1 05 21.9
 RL1584;UTM  16      - 5,183,623.352   384,975.778   MT  0.99976262   -1 05 55.7
 RL1584
 RL1584                          SUPERSEDED SURVEY CONTROL
 RL1584
 RL1584  NAD 83(1986)-  46 47 46.42590(N)    088 30 26.10819(W) AD(       ) 4
 RL1584  NAD 27      -  46 47 46.67400(N)    088 30 25.64500(W) AD(       ) 3
 RL1584
 RL1584.Superseded values are not recommended for survey control.
 RL1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1584.See file dsdata.txt to determine how the superseded data were derived.
 RL1584
 RL1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8497683623(NAD 83)
 RL1584_MARKER: 43 = RADIO/TV TOWER
 RL1584
 RL1584  HISTORY     - Date     Condition        Report By
 RL1584  HISTORY     - 1956     FIRST OBSERVED   CGS
 RL1584  HISTORY     - 19920820 GOOD             USPSQD
 RL1584  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 RL1584
 RL1584                          STATION DESCRIPTION
 RL1584
 RL1584'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1584'THE STATION IS THE 120 FOOT, 4 LEGGED RADIO TOWER THAT BELONGS
 RL1584'TO THE MICHIGAN STATE CONSERVATION DEPARTMENT AND IS LOCATED
 RL1584'ABOUT 1.5 MILES NORTHWEST OF BARAGA ON A WOODED RIDGE.
 RL1584
 RL1584                          STATION RECOVERY (1992)
 RL1584
 RL1584'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL1584'RECOVERED IN GOOD CONDITION.
 RL1584
 RL1584                          STATION RECOVERY (1999)
 RL1584
 RL1584'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0581 ***********************************************************************
 RL0581  DESIGNATION -  BARAGA RM 1
 RL0581  PID         -  RL0581
 RL0581  STATE/COUNTY-  MI/BARAGA
 RL0581  USGS QUAD   -  BEAR TOWN (1985)
 RL0581
 RL0581                         *CURRENT SURVEY CONTROL
 RL0581  ___________________________________________________________________
 RL0581* NAD 83(1986)-  46 48 16.     (N)    088 33 16.     (W)     SCALED    
 RL0581* NAVD 88     -       290.961  (meters)     954.59   (feet)  ADJUSTED  
 RL0581  ___________________________________________________________________
 RL0581  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 RL0581  DYNAMIC HT  -         290.975 (meters)     954.64  (feet)  COMP
 RL0581  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 RL0581
 RL0581  VERT ORDER  -  SECOND    CLASS 0
 RL0581
 RL0581.The horizontal coordinates were scaled from a topographic map and have
 RL0581.an estimated accuracy of +/- 6 seconds.
 RL0581
 RL0581.The orthometric height was determined by differential leveling
 RL0581.and adjusted by the National Geodetic Survey in June 1991..
 RL0581
 RL0581.The geoid height was determined by GEOID03.
 RL0581
 RL0581.The dynamic height is computed by dividing the NAVD 88
 RL0581.geopotential number by the normal gravity value computed on the
 RL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0581.degrees latitude (g = 980.6199 gals.).
 RL0581
 RL0581.The modeled gravity was interpolated from observed gravity values.
 RL0581
 RL0581;                    North         East    Units  Estimated Accuracy
 RL0581;SPC MI N     -   225,800.    7,881,360.      MT  (+/- 180 meters Scaled)
 RL0581
 RL0581                          SUPERSEDED SURVEY CONTROL
 RL0581
 RL0581  NGVD 29 (??/??/92)  290.940  (m)          954.53   (f) ADJ UNCH    2 0
 RL0581
 RL0581.Superseded values are not recommended for survey control.
 RL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0581.See file dsdata.txt to determine how the superseded data were derived.
 RL0581
 RL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS813846(NAD 83)
 RL0581_MARKER: DR = REFERENCE MARK DISK
 RL0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0581_STAMPING: BARAGA NO 1 1939
 RL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0581+STABILITY: SURFACE MOTION
 RL0581
 RL0581  HISTORY     - Date     Condition        Report By
 RL0581  HISTORY     - 1939     MONUMENTED       CGS
 RL0581  HISTORY     - 1948     GOOD             NGS
 RL0581  HISTORY     - 1981     GOOD             MIDH
 RL0581
 RL0581                          STATION DESCRIPTION
 RL0581
 RL0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0581'5.1 MI NW FROM BARAGA.
 RL0581'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT BARAGA,
 RL0581'THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE ABOUT
 RL0581'0.35 MILE EAST-NORTHEAST ACROSS YARD AND FARM OF VICTOR
 RL0581'PATOVISTI, 151 FEET SOUTHEAST OF R.M. NO. 2, 105 FEET SOUTH OF
 RL0581'THE STATION MARK, 23 FEET EAST AND ACROSS A DIM FARM ROAD
 RL0581'FROM A NORTH-SOUTH FENCE LINE, 10 FEET EAST OF THE CENTER
 RL0581'LINE OF THE ROAD, 2 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL0581'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0581
 RL0581                          STATION RECOVERY (1981)
 RL0581
 RL0581'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0582 ***********************************************************************
 RL0582  DESIGNATION -  BARAGA RM 2
 RL0582  PID         -  RL0582
 RL0582  STATE/COUNTY-  MI/BARAGA
 RL0582  USGS QUAD   -  BEAR TOWN (1985)
 RL0582
 RL0582                         *CURRENT SURVEY CONTROL
 RL0582  ___________________________________________________________________
 RL0582* NAD 83(1986)-  46 48 16.     (N)    088 33 16.     (W)     SCALED    
 RL0582* NAVD 88     -       291.074  (meters)     954.97   (feet)  ADJUSTED  
 RL0582  ___________________________________________________________________
 RL0582  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 RL0582  DYNAMIC HT  -         291.088 (meters)     955.01  (feet)  COMP
 RL0582  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 RL0582
 RL0582  VERT ORDER  -  SECOND    CLASS 0
 RL0582
 RL0582.The horizontal coordinates were scaled from a topographic map and have
 RL0582.an estimated accuracy of +/- 6 seconds.
 RL0582
 RL0582.The orthometric height was determined by differential leveling
 RL0582.and adjusted by the National Geodetic Survey in June 1991..
 RL0582
 RL0582.The geoid height was determined by GEOID03.
 RL0582
 RL0582.The dynamic height is computed by dividing the NAVD 88
 RL0582.geopotential number by the normal gravity value computed on the
 RL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0582.degrees latitude (g = 980.6199 gals.).
 RL0582
 RL0582.The modeled gravity was interpolated from observed gravity values.
 RL0582
 RL0582;                    North         East    Units  Estimated Accuracy
 RL0582;SPC MI N     -   225,800.    7,881,360.      MT  (+/- 180 meters Scaled)
 RL0582
 RL0582                          SUPERSEDED SURVEY CONTROL
 RL0582
 RL0582  NGVD 29 (??/??/92)  291.054  (m)          954.90   (f) ADJ UNCH    2 0
 RL0582
 RL0582.Superseded values are not recommended for survey control.
 RL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0582.See file dsdata.txt to determine how the superseded data were derived.
 RL0582
 RL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS813846(NAD 83)
 RL0582_MARKER: DR = REFERENCE MARK DISK
 RL0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0582_STAMPING: BARAGA NO 2 1939
 RL0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0582+STABILITY: SURFACE MOTION
 RL0582
 RL0582  HISTORY     - Date     Condition        Report By
 RL0582  HISTORY     - 1939     MONUMENTED       CGS
 RL0582  HISTORY     - 1948     GOOD             NGS
 RL0582  HISTORY     - 1981     GOOD             MIDH
 RL0582
 RL0582                          STATION DESCRIPTION
 RL0582
 RL0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0582'5.1 MI NW FROM BARAGA.
 RL0582'3.35 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT BARAGA,
 RL0582'THENCE ABOUT 1.4 MILES NORTH ALONG BELLAIRE ROAD, THENCE ABOUT
 RL0582'0.35 MILE EAST-NORTHEAST ACROSS YARD AND FARM OF VICTOR
 RL0582'PATOVISTI, 151 FEET NORTHWEST OF R.M. NO. 1, 91 FEET WEST-NORTHWEST
 RL0582'OF THE STATION MARK, 93 FEET WEST OF A FENCE CORNER, 1/2 FEET
 RL0582'SOUTH OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST
 RL0582'PROJECTING 6 INCHES.
 RL0582
 RL0582                          STATION RECOVERY (1981)
 RL0582
 RL0582'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0582'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0168 ***********************************************************************
 RJ0168  DESIGNATION -  BARB USLS
 RJ0168  PID         -  RJ0168
 RJ0168  STATE/COUNTY-  MI/CHIPPEWA
 RJ0168  USGS QUAD   -  BARBEAU (1975)
 RJ0168
 RJ0168                         *CURRENT SURVEY CONTROL
 RJ0168  ___________________________________________________________________
 RJ0168* NAD 83(1986)-  46 17 20.     (N)    084 16 50.     (W)     SCALED    
 RJ0168* NAVD 88     -       200.945  (meters)     659.27   (feet)  ADJUSTED  
 RJ0168  ___________________________________________________________________
 RJ0168  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0168  DYNAMIC HT  -         200.956 (meters)     659.30  (feet)  COMP
 RJ0168  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RJ0168
 RJ0168  VERT ORDER  -  FIRST     CLASS 0
 RJ0168
 RJ0168.The horizontal coordinates were scaled from a topographic map and have
 RJ0168.an estimated accuracy of +/- 6 seconds.
 RJ0168
 RJ0168.The orthometric height was determined by differential leveling
 RJ0168.and adjusted by the National Geodetic Survey in June 1991..
 RJ0168
 RJ0168.The geoid height was determined by GEOID03.
 RJ0168
 RJ0168.The dynamic height is computed by dividing the NAVD 88
 RJ0168.geopotential number by the normal gravity value computed on the
 RJ0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0168.degrees latitude (g = 980.6199 gals.).
 RJ0168
 RJ0168.The modeled gravity was interpolated from observed gravity values.
 RJ0168
 RJ0168;                    North         East    Units  Estimated Accuracy
 RJ0168;SPC MI N     -   170,930.    8,209,500.      MT  (+/- 180 meters Scaled)
 RJ0168
 RJ0168                          SUPERSEDED SURVEY CONTROL
 RJ0168
 RJ0168.No superseded survey control is available for this station.
 RJ0168
 RJ0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094297(NAD 83)
 RJ0168_MARKER: Z = SEE DESCRIPTION
 RJ0168_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0168+WITH SETTING: INTO GROUND
 RJ0168_MARK LOGO: USLS  
 RJ0168_PROJECTION: FLUSH
 RJ0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0168+STABILITY: SURFACE MOTION
 RJ0168_ROD/PIPE-DEPTH: 2.4  meters
 RJ0168
 RJ0168  HISTORY     - Date     Condition        Report By
 RJ0168  HISTORY     - 1969     MONUMENTED       USLS
 RJ0168  HISTORY     - 1972     GOOD             USLS
 RJ0168  HISTORY     - 1983     GOOD             NGS
 RJ0168
 RJ0168                          STATION DESCRIPTION
 RJ0168
 RJ0168'DESCRIBED BY US LAKE SURVEY 1972
 RJ0168'AT BARBEAU.
 RJ0168'BARB IS AT BARBEAU, CHIPPEWA COUNTY, MICHIGAN, 100 FEET EAST
 RJ0168'OF CENTERLINE OF RIVERSIDE ROAD, 52 FEET SOUTH OF CENTERLINE
 RJ0168'OF NEEBISH ROAD, 28.5 FEET WEST OF UTILITY POLE NO. B2/143, 4.2
 RJ0168'FEET EAST OF NORTHEAST CORNER AND IN LINE WITH NORTH FACE OF
 RJ0168'POST OFFICE, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 RJ0168'ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET LONG.
 RJ0168
 RJ0168                          STATION RECOVERY (1983)
 RJ0168
 RJ0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0168'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BARBEAU, AT
 RJ0168'THE POST OFFICE, NEAR THE JUNCTION OF 15 MILE ROAD AND RIVERSIDE ROAD,
 RJ0168'15.9 METERS (52.0 FT) SOUTH OF THE CENTER OF 15 MILE ROAD (NEEBISH
 RJ0168'ROAD) AND 1.3 METERS (4.2 FT) EAST OF THE NORTHEAST CORNER AND IN LINE
 RJ0168'WITH THE NORTH FACE OF POST OFFICE BUILDING.
 RJ0168'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0169 ***********************************************************************
 RJ0169  DESIGNATION -  BARBEAU
 RJ0169  PID         -  RJ0169
 RJ0169  STATE/COUNTY-  MI/CHIPPEWA
 RJ0169  USGS QUAD   -  BARBEAU (1975)
 RJ0169
 RJ0169                         *CURRENT SURVEY CONTROL
 RJ0169  ___________________________________________________________________
 RJ0169* NAD 83(1986)-  46 17 19.     (N)    084 16 36.     (W)     SCALED    
 RJ0169* NAVD 88     -       201.263  (meters)     660.31   (feet)  ADJUSTED  
 RJ0169  ___________________________________________________________________
 RJ0169  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0169  DYNAMIC HT  -         201.274 (meters)     660.35  (feet)  COMP
 RJ0169  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RJ0169
 RJ0169  VERT ORDER  -  SECOND    CLASS 0
 RJ0169
 RJ0169.The horizontal coordinates were scaled from a topographic map and have
 RJ0169.an estimated accuracy of +/- 6 seconds.
 RJ0169
 RJ0169.The orthometric height was determined by differential leveling
 RJ0169.and adjusted by the National Geodetic Survey in June 1991..
 RJ0169
 RJ0169.The geoid height was determined by GEOID03.
 RJ0169
 RJ0169.The dynamic height is computed by dividing the NAVD 88
 RJ0169.geopotential number by the normal gravity value computed on the
 RJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0169.degrees latitude (g = 980.6199 gals.).
 RJ0169
 RJ0169.The modeled gravity was interpolated from observed gravity values.
 RJ0169
 RJ0169;                    North         East    Units  Estimated Accuracy
 RJ0169;SPC MI N     -   170,910.    8,209,800.      MT  (+/- 180 meters Scaled)
 RJ0169
 RJ0169                          SUPERSEDED SURVEY CONTROL
 RJ0169
 RJ0169  NGVD 29 (??/??/92)  201.234  (m)          660.22   (f) ADJ UNCH    2 0
 RJ0169
 RJ0169.Superseded values are not recommended for survey control.
 RJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0169.See file dsdata.txt to determine how the superseded data were derived.
 RJ0169
 RJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS097297(NAD 83)
 RJ0169_MARKER: DD = SURVEY DISK
 RJ0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0169_SP_SET: STONE
 RJ0169_STAMPING: USBM
 RJ0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0169+STABILITY: SURFACE MOTION
 RJ0169
 RJ0169  HISTORY     - Date     Condition        Report By
 RJ0169  HISTORY     - UNK      MONUMENTED       USLS
 RJ0169  HISTORY     - 1934     GOOD             NGS
 RJ0169
 RJ0169                          STATION DESCRIPTION
 RJ0169
 RJ0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RJ0169'0.2 MI E FROM BARBEAU.
 RJ0169'0.2 MILE EAST ALONG THE NEEBISH ROAD FROM THE POST OFFICE AT
 RJ0169'BARBEAU, CHIPPEWA COUNTY, AT THE TOP OF A HILL, IN FRONT OF THE
 RJ0169'HOUSE OCCUPIED IN 1934 BY FRANK HESS, 72 FEET WEST OF THE WEST
 RJ0169'LINE OF THE HOUSE, 192.8 FEET WEST AND 7.5 FEET SOUTH OF A
 RJ0169'14-INCH LONE OAK TREE ON THE SOUTH SIDE OF THE ROAD, 21 FEET
 RJ0169'SOUTH OF THE CENTERLINE OF THE ROAD, 53 FEET SOUTH OF THE NORTH
 RJ0169'FENCE LINE, IN THE SOUTH FENCE LINE, IN THE TOP OF A 6- BY 6-BY
 RJ0169'24-INCH CUT STONE BURIED 3 FEET BELOW THE SURFACE OF THE GROUND,
 RJ0169'AND MARKED BY A 1-1/2 INCH IRON BAR STAMPED USBM AND PROJECTING 13
 RJ0169'INCHES ABOVE GROUND.  THE TOP OF A 1/2 INCH IRON BOLT, LEADED
 RJ0169'VERTICALLY INTO THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5392 ***********************************************************************
 AH5392  DESIGNATION -  BARBEAU R MAST
 AH5392  PID         -  AH5392
 AH5392  STATE/COUNTY-  MI/CHIPPEWA
 AH5392  USGS QUAD   -  OAK RIDGE (1976)
 AH5392
 AH5392                         *CURRENT SURVEY CONTROL
 AH5392  ___________________________________________________________________
 AH5392* NAD 83(1994)-  46 17 03.38647(N)    084 12 44.05432(W)     ADJUSTED  
 AH5392* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 AH5392  ___________________________________________________________________
 AH5392  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AH5392  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 AH5392
 AH5392  HORZ ORDER  -  THIRD
 AH5392
 AH5392.The horizontal coordinates were established by classical geodetic methods
 AH5392.and adjusted by the National Geodetic Survey in November 1998..
 AH5392
 AH5392.The orthometric height was scaled from a topographic map.
 AH5392
 AH5392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5392
 AH5392.The geoid height was determined by GEOID03.
 AH5392
 AH5392;                    North         East     Units Scale Factor Converg.
 AH5392;SPC MI N     -   170,597.564 8,214,775.561   MT  0.99990283   +2 00 53.9
 AH5392;SPC MI N     -   559,703.29 26,951,363.39   iFT  0.99990283   +2 00 53.9
 AH5392;UTM  16      - 5,129,410.636   714,751.080   MT  1.00016694   +2 00 56.5
 AH5392
 AH5392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5392!SPC MI N     -   0.99997078  x   0.99990283  =   0.99987362
 AH5392!UTM  16      -   0.99997078  x   1.00016694  =   1.00013772
 AH5392
 AH5392                          SUPERSEDED SURVEY CONTROL
 AH5392
 AH5392.No superseded survey control is available for this station.
 AH5392
 AH5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475129411(NAD 83)
 AH5392_MARKER: 42 = RADIO/TV MAST
 AH5392
 AH5392  HISTORY     - Date     Condition        Report By
 AH5392  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5392
 AH5392                          STATION DESCRIPTION
 AH5392
 AH5392'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5392'THE STATION IS LOCATED ALONG THE WEST SHORE OF WEST NEEBISH CHANNEL,
 AH5392'OPPOSITE OAK RIDGE ON NEEBISH ISLAND, AND ADJACENT TO THE FERRY
 AH5392'LANDING TO NEEBISH ISLAND.
 AH5392'TO REACH THE STATION PROCEED ALONG 15 MILE ROAD IN BARBEAU TO ITS
 AH5392'TERMINATION AT THE RAMP AND THE STATION ADJACENT TO THE RAMP TO THE
 AH5392'SOUTH.
 AH5392'THE STATION IS A SINGLE MAST APPROXIMATELY 130 FEET ABOVE THE EXISTING
 AH5392'GROUND.  THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 AH5392'MAST.
 AH5392'DECRIBED BY P B WALBOLT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0559 ***********************************************************************
 RK0559  DESIGNATION -  BARE
 RK0559  PID         -  RK0559
 RK0559  STATE/COUNTY-  MI/DICKINSON
 RK0559  USGS QUAD   -  NORTHLAND NW (1986)
 RK0559
 RK0559                         *CURRENT SURVEY CONTROL
 RK0559  ___________________________________________________________________
 RK0559* NAD 83(1994)-  46 09 58.87153(N)    087 44 41.85503(W)     ADJUSTED  
 RK0559* NAVD 88     -       399.     (meters)    1309.     (feet)  SCALED    
 RK0559  ___________________________________________________________________
 RK0559  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 RK0559  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 RK0559
 RK0559  HORZ ORDER  -  SECOND
 RK0559
 RK0559.The horizontal coordinates were established by classical geodetic methods
 RK0559.and adjusted by the National Geodetic Survey in February 1997..
 RK0559
 RK0559.The orthometric height was scaled from a topographic map.
 RK0559
 RK0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0559
 RK0559.The geoid height was determined by GEOID03.
 RK0559
 RK0559;                    North         East     Units Scale Factor Converg.
 RK0559;SPC MI N     -   153,984.588 7,942,472.458   MT  0.99990498   -0 32 18.4
 RK0559;SPC MI N     -   505,198.78 26,057,980.51   iFT  0.99990498   -0 32 18.4
 RK0559;UTM  16      - 5,112,800.449   442,489.221   MT  0.99964066   -0 32 14.6
 RK0559
 RK0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0559!SPC MI N     -   0.99994276  x   0.99990498  =   0.99984775
 RK0559!UTM  16      -   0.99994276  x   0.99964066  =   0.99958344
 RK0559
 RK0559|---------------------------------------------------------------------|
 RK0559| PID    Reference Object                     Distance      Geod. Az  |
 RK0559|                                                           dddmmss.s |
 RK0559| CJ1835 BARE RM 1                            12.771 METERS 12934     |
 RK0559| CJ1836 BARE RM 2                            13.140 METERS 24819     |
 RK0559| CJ1834 BARE AZ MK                                         3280044.3 |
 RK0559|---------------------------------------------------------------------|
 RK0559
 RK0559                          SUPERSEDED SURVEY CONTROL
 RK0559
 RK0559  NAD 83(1986)-  46 09 58.86783(N)    087 44 41.84862(W) AD(       ) 2
 RK0559  NAD 27      -  46 09 59.06200(N)    087 44 41.36200(W) AD(       ) 2
 RK0559
 RK0559.Superseded values are not recommended for survey control.
 RK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0559.See file dsdata.txt to determine how the superseded data were derived.
 RK0559
 RK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4248912800(NAD 83)
 RK0559_MARKER: DS = TRIANGULATION STATION DISK
 RK0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0559
 RK0559  HISTORY     - Date     Condition        Report By
 RK0559  HISTORY     - 1954     MONUMENTED       CGS
 RK0559
 RK0559                          STATION DESCRIPTION
 RK0559
 RK0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0559'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF RALPH, ABOUT 0.3
 RK0559'MILE EAST OF SOME OLD BUILDING FOUNDATIONS AND A GRAVEL ROAD AND ON
 RK0559'THE HIGHEST POINT OF A HIGH GRASSY RIDGE.  IT IS ABOUT 150 YARDS
 RK0559'SOUTHWEST OF AN APPLE ORCHARD, 8 FEET SOUTHWEST OF A LARGE BOULDER
 RK0559'AND 7.5 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 5
 RK0559'INCHES AND THE DISK IS STAMPED BARE 1954.
 RK0559'
 RK0559'REFERENCE MARKS NO. 1 AND 2 ARE STAMPED BARE NO 1 AND 2 AND PROJECT 6
 RK0559'INCHES.
 RK0559'
 RK0559'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 4
 RK0559'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 3 INCHES
 RK0559'AND THE DISK IS STAMPED BARE 1954.
 RK0559'
 RK0559'TO REACH THE STATION FROM THE POST OFFICE IN RALPH, GO NORTH ON A
 RK0559'PAVED ROAD FOR 0.2 MILE TO A CROSSROAD, CONTINUE NORTH AND EAST ON
 RK0559'THE MAIN TRAVELED GRAVEL ROAD FOR 5.25 MILES TO SOME OLD STONE
 RK0559'FOUNDATIONS ON THE RIGHT AND A TRACK ROAD RIGHT, (THE AZIMUTH MARK IS
 RK0559'ON THE RIGHT SIDE OF THE MAIN TRAVELED GRAVEL ROAD 0.65 MILE NORTH OF
 RK0559'THIS POINT.) TURN RIGHT AND GO EAST ON THE TRACK ROAD OVER A GRASSY
 RK0559'FIELD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT GOING UP THE SOUTH SIDE
 RK0559'OF THE RIDGE, TURN LEFT AND GO UPHILL FOR 0.1 MILE TO THE TOP OF
 RK0559'THE RIDGE, TURN RIGHT AND GO EAST AGAIN FOR 0.05 MILE TO A LARGE
 RK0559'BOULDER AND THE STATION AS DESCRIBED.
 RK0559'
 RK0559'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0480 ***********************************************************************
 QL0480  DESIGNATION -  BARK RIVER
 QL0480  PID         -  QL0480
 QL0480  STATE/COUNTY-  MI/DELTA
 QL0480  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0480
 QL0480                         *CURRENT SURVEY CONTROL
 QL0480  ___________________________________________________________________
 QL0480* NAD 83(1994)-  45 34 30.58158(N)    087 14 25.66346(W)     ADJUSTED  
 QL0480* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QL0480  ___________________________________________________________________
 QL0480  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 QL0480  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QL0480
 QL0480  HORZ ORDER  -  FIRST
 QL0480
 QL0480.The horizontal coordinates were established by classical geodetic methods
 QL0480.and adjusted by the National Geodetic Survey in February 1997..
 QL0480
 QL0480.The orthometric height was scaled from a topographic map.
 QL0480
 QL0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0480
 QL0480.The geoid height was determined by GEOID03.
 QL0480
 QL0480;                    North         East     Units Scale Factor Converg.
 QL0480;SPC MI N     -    88,036.887 7,981,231.394   MT  0.99997906   -0 10 25.7
 QL0480;SPC MI N     -   288,834.93 26,185,142.37   iFT  0.99997906   -0 10 25.7
 QL0480;UTM  16      - 5,046,874.906   481,238.481   MT  0.99960433   -0 10 18.2
 QL0480
 QL0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0480!SPC MI N     -   0.99997778  x   0.99997906  =   0.99995684
 QL0480!UTM  16      -   0.99997778  x   0.99960433  =   0.99958212
 QL0480
 QL0480                          SUPERSEDED SURVEY CONTROL
 QL0480
 QL0480  NAD 83(1986)-  45 34 30.58164(N)    087 14 25.66195(W) AD(       ) 1
 QL0480  NAD 27      -  45 34 30.68850(N)    087 14 25.20730(W) AD(       ) 1
 QL0480
 QL0480.Superseded values are not recommended for survey control.
 QL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0480.See file dsdata.txt to determine how the superseded data were derived.
 QL0480
 QL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8123846875(NAD 83)
 QL0480_MARKER: N = NAIL
 QL0480_SETTING: 0 = UNSPECIFIED SETTING
 QL0480
 QL0480  HISTORY     - Date     Condition        Report By
 QL0480  HISTORY     - 1864     MONUMENTED
 QL0480  HISTORY     - 1905     GOOD             USLS
 QL0480  HISTORY     - 1954     GOOD             USGS
 QL0480  HISTORY     - 1954     MARK NOT FOUND   CGS
 QL0480
 QL0480                          STATION DESCRIPTION
 QL0480
 QL0480'DESCRIBED BY US LAKE SURVEY 1905
 QL0480'ABOUT 400 METERS (1,312 FEET) NORTHWEST OF MOUTH OF BARK RIVER, ON
 QL0480'SECOND BANK, 14 METERS (46
 QL0480'FEET) BACK FROM BAY SHORE, IN THICK WOODS OF WHITE BIRCH, SPRUCE,
 QL0480'CEDAR, AND BALSAM.  MARKED BY
 QL0480'NAIL LEADED INTO LIMESTONE BLOCK ABOUT 18 INCHES
 QL0480'BELOW SURFACE OF GROUND, AND COVERED WITH FLAT
 QL0480'STONE 24 BY 18 BY 4 INCHES.  REFERENCE
 QL0480'MARKS ARE BOULDERS ABOUT 6 FEET IN DIAMETER ON BEACH.  ONE BEARS
 QL0480'N. 77 DEG E., FROM STATION
 QL0480'AND IS DISTANT 57 METERS (187 FEET), ANOTHER BEARS S. 19 DEG E. FROM
 QL0480'STATION AND IS 67 METERS (220
 QL0480'FEET) DISTANT.
 QL0480
 QL0480                          STATION RECOVERY (1954)
 QL0480
 QL0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QL0480'ABOUT 1312 FEET NORTHEAST OF MOUTH OF BARK RIVER, 110 FEET BACK
 QL0480'FROM BAY SHORE.
 QL0480'IT WAS REOCCUPIED IN 1954 BY C AND GS AND REFERENCE MARKS
 QL0480'SET.
 QL0480
 QL0480                          STATION RECOVERY (1954)
 QL0480
 QL0480'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 QL0480'BARK RIVER 1864 (USLS) AFTER INVESTIGATION WAS CONSIDERED
 QL0480'AS A NEW STATION
 QL0480'AND CALLED BARK RIVER 2.  CHECK ANGLES INVOLVING
 QL0480'BARK RIVER 1864 (USLS) CHECKED IN
 QL0480'SOME INSTANCES VERY POORLY
 QL0480'VARYING FROM 8 TO 16 SECONDS.  THE DESCRIPTION NAME
 QL0480'OF THIS
 QL0480'STATION SHOULD BE CHANGED ACCORDINGLY, AND BARK RIVER 1864 (USLS)
 QL0480'SHOULD BE
 QL0480'CONSIDERED AS NOT RECOVERED.
 QL0480'
 QL0480'(REPORT OF TRIANGULATION COMPUTATIONS G-12286)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0481 ***********************************************************************
 QL0481  DESIGNATION -  BARK RIVER 2
 QL0481  PID         -  QL0481
 QL0481  STATE/COUNTY-  MI/DELTA
 QL0481  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0481
 QL0481                         *CURRENT SURVEY CONTROL
 QL0481  ___________________________________________________________________
 QL0481* NAD 83(1994)-  45 34 30.60358(N)    087 14 25.69979(W)     ADJUSTED  
 QL0481* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QL0481  ___________________________________________________________________
 QL0481  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 QL0481  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QL0481
 QL0481  HORZ ORDER  -  FIRST
 QL0481
 QL0481.The horizontal coordinates were established by classical geodetic methods
 QL0481.and adjusted by the National Geodetic Survey in February 1997..
 QL0481
 QL0481.The orthometric height was scaled from a topographic map.
 QL0481
 QL0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0481
 QL0481.The geoid height was determined by GEOID03.
 QL0481
 QL0481;                    North         East     Units Scale Factor Converg.
 QL0481;SPC MI N     -    88,037.569 7,981,230.608   MT  0.99997906   -0 10 25.7
 QL0481;SPC MI N     -   288,837.17 26,185,139.79   iFT  0.99997906   -0 10 25.7
 QL0481;UTM  16      - 5,046,875.587   481,237.695   MT  0.99960433   -0 10 18.3
 QL0481
 QL0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0481!SPC MI N     -   0.99997778  x   0.99997906  =   0.99995684
 QL0481!UTM  16      -   0.99997778  x   0.99960433  =   0.99958212
 QL0481
 QL0481|---------------------------------------------------------------------|
 QL0481| PID    Reference Object                     Distance      Geod. Az  |
 QL0481|                                                           dddmmss.s |
 QL0481| CJ4218 BARK RIVER 2 RM 3                    18.919 METERS 02828     |
 QL0481| QL0630 MINNEAPOLIS SHOAL LIGHTHOUSE        APPROX.18.9 KM 0874711.2 |
 QL0481| CJ4219 BARK RIVER 2 RM 4                    32.849 METERS 12954     |
 QL0481|---------------------------------------------------------------------|
 QL0481
 QL0481                          SUPERSEDED SURVEY CONTROL
 QL0481
 QL0481  NAD 83(1986)-  45 34 30.60244(N)    087 14 25.69859(W) AD(       ) 1
 QL0481  NAD 27      -  45 34 30.69300(N)    087 14 25.24900(W) AD(       ) 1
 QL0481
 QL0481.Superseded values are not recommended for survey control.
 QL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0481.See file dsdata.txt to determine how the superseded data were derived.
 QL0481
 QL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8123846876(NAD 83)
 QL0481
 QL0481  HISTORY     - Date     Condition        Report By
 QL0481  HISTORY     - 1954     MONUMENTED       CGS
 QL0481  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0481
 QL0481                          STATION DESCRIPTION
 QL0481
 QL0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0481'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CHANGES IN
 QL0481'LAND MARKS, A COMPLETE NEW
 QL0481'DESCRIPTION FOLLOWS.
 QL0481'
 QL0481'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF ESCANABA, ABOUT 9-1/2
 QL0481'MILES SOUTH-SOUTHEAST OF THE VILLAGE OF
 QL0481'BARK RIVER, ALONG THE WEST SHORE OF GREEN BAY, AND ABOUT 400 METERS
 QL0481'NORTHWEST OF THE MOUTH OF BARK
 QL0481'RIVER.  IT IS 118-1/2 FEET WEST OF THE WEST SHORE OF GREEN BAY,
 QL0481'15 FEET SOUTHWEST OF A TRIANGLE BLAZED TREE, AND
 QL0481'18 FEET NORTH OF A TRIANGLE BLAZED TREE,
 QL0481'THE MARK IS A U.S. LAKE SURVEY DISK SET IN AN 8 INCH CONCRETE
 QL0481'CYLINDER, PROJECTS ABOUT 18 INCHES AND
 QL0481'THE DISK IS STAMPED BARK RIVER 1864.
 QL0481'
 QL0481'REFERENCE MARK NO. 3 IS SET IN THE APPROXIMATE CENTER OF A CLEARED
 QL0481'TRAIL.  THE MARK PROJECTS 3
 QL0481'INCHES AND THE DISK IS STAMPED BARK RIVER NO 3 1864-1954.  NOTE- 11A.
 QL0481'
 QL0481'REFERENCE MARK NO. 4 IS 11 FEET WEST OF THE WEST SHORE OF GREEN BAY.
 QL0481'THE MARK IS SET FLUSH AND THE DISK
 QL0481'IS STAMPED BARK RIVER NO 4 1864-1954.  NOTE 11A.
 QL0481'
 QL0481'MINNEAPOLIS SHOALS LIGHTHOUSE WAS USED AS AN AZIMUTH MARK.
 QL0481'
 QL0481'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 2 AND 41, AND STATE
 QL0481'HIGHWAY NO. 35 IN THE WEST EDGE OF
 QL0481'ESCANABA, GO SOUTHEASTERLY ON STATE HIGHWAY NO. 35 FOR 16.0 MILES TO
 QL0481'A GATE AND SMALL SHED ON LEFT SIDE
 QL0481'OF HIGHWAY, JUST BEFORE REACHING BARK RIVER BRIDGE.  TURN
 QL0481'LEFT THROUGH GATE AND GO EASTERLY FOR 0.15 MILE TO
 QL0481'FORKS, JUST BEFORE REACHING GATE.  TAKE
 QL0481'LEFT FORK AND CONTINUE 0.2 MILE TO CABIN ON RIGHT.  PASS CABIN AND GO
 QL0481'0.05 MILE TO CLEARED TRAIL ON RIGHT.
 QL0481'TURN RIGHT AND FOLLOW CLEARED TRAIL SOUTHERLY FOR ABOUT 200 YARDS TO
 QL0481'SMALL CLEARING AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0538 ***********************************************************************
 PL0538  DESIGNATION -  BARNARD
 PL0538  PID         -  PL0538
 PL0538  STATE/COUNTY-  MI/BENZIE
 PL0538  USGS QUAD   -  MARILLA (1987)
 PL0538
 PL0538                         *CURRENT SURVEY CONTROL
 PL0538  ___________________________________________________________________
 PL0538* NAD 83(1994)-  44 35 55.02735(N)    085 54 58.58321(W)     ADJUSTED  
 PL0538* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 PL0538  ___________________________________________________________________
 PL0538  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 PL0538  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 PL0538
 PL0538  HORZ ORDER  -  FIRST
 PL0538
 PL0538.The horizontal coordinates were established by classical geodetic methods
 PL0538.and adjusted by the National Geodetic Survey in February 1997..
 PL0538
 PL0538.The orthometric height was scaled from a topographic map.
 PL0538
 PL0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0538
 PL0538.The geoid height was determined by GEOID03.
 PL0538
 PL0538;                    North         East     Units Scale Factor Converg.
 PL0538;SPC MI C     -   143,626.036 5,876,984.411   MT  0.99993071   -1 05 40.8
 PL0538;SPC MI C     -   471,214.03 19,281,444.92   iFT  0.99993071   -1 05 40.8
 PL0538;UTM  16      - 4,938,934.758   586,008.575   MT  0.99969097   +0 45 39.5
 PL0538
 PL0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0538!SPC MI C     -   0.99995625  x   0.99993071  =   0.99988696
 PL0538!UTM  16      -   0.99995625  x   0.99969097  =   0.99964723
 PL0538
 PL0538|---------------------------------------------------------------------|
 PL0538| PID    Reference Object                     Distance      Geod. Az  |
 PL0538|                                                           dddmmss.s |
 PL0538| CH1688 BARNARD RM 1                                       04611     |
 PL0538| CH1687 BARNARD AZ MK                                      1594738.7 |
 PL0538| CH1689 BARNARD RM 2                                       32247     |
 PL0538|---------------------------------------------------------------------|
 PL0538
 PL0538                          SUPERSEDED SURVEY CONTROL
 PL0538
 PL0538  NAD 83(1986)-  44 35 55.03541(N)    085 54 58.58061(W) AD(       ) 1
 PL0538  NAD 27      -  44 35 55.02949(N)    085 54 58.27666(W) AD(       ) 1
 PL0538
 PL0538.Superseded values are not recommended for survey control.
 PL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0538.See file dsdata.txt to determine how the superseded data were derived.
 PL0538
 PL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8600938935(NAD 83)
 PL0538_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0538
 PL0538  HISTORY     - Date     Condition        Report By
 PL0538  HISTORY     - 1932     MONUMENTED       CGS
 PL0538  HISTORY     - 1956     SEE DESCRIPTION  USGS
 PL0538  HISTORY     - 1980     GOOD             MIDH
 PL0538  HISTORY     - 19960816 GOOD             USPSQD
 PL0538
 PL0538                          STATION DESCRIPTION
 PL0538
 PL0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0538'ABOUT 9 MILES EAST OF BENZONIA, 5 MILES NORTH OF THOMPSONVILLE, IN NW
 PL0538'1/4 SEC. 5, T. 25 N., R. 13 W., COLFAX TOWNSHIP,
 PL0538'ON LAND OWNED AND OCCUPIED BY GEORGE BARNARD, ABOUT 200 YARDS
 PL0538'SOUTH OF HIS HOUSE, 85 YARDS EAST
 PL0538'OF FENCE ALONG EAST EDGE OF WOODS, ON TOP OF
 PL0538'KNOLL IN CULTIVATED FIELD, AND 80 FEET SOUTH OF
 PL0538'FORKED BLACK-CHERRY TREE IN SOUTH
 PL0538'EDGE OF ORCHARD.  TO REACH FROM BENZONIA, GO EAST 5 MILES ON
 PL0538'COUNTY ROUTE 608 FROM
 PL0538'JUNCTION WITH U.S. ROUTE 31 TO JUNCTION WITH COUNTY ROUTE 671,
 PL0538'PROCEED NORTH 0.5 MILE
 PL0538'ON COUNTY ROUTE 671, PROCEED EAST 3.0 MILES TO CROSSROADS,
 PL0538'PROCEED SOUTH 1.5 MILES TO
 PL0538'CROSSROADS AT SCHOOL, TURN EAST ONTO SECTION-LINE ROAD WHICH
 PL0538'BEARS LEFT, CONTINUE UP VALLEY 0.65 MILE TO
 PL0538'FORK AT MAIL BOX, FOLLOW MAIN (LEFT) FORK
 PL0538'UP VALLEY TO BARNARDS HOUSE WHERE PUBLIC ROAD TURNS EAST,
 PL0538'FOLLOW FARM LANE SOUTH
 PL0538'BETWEEN BARN AND HOUSE ALONG EDGE OF WOODS 200 YARDS TO SOUTHWEST
 PL0538'CORNER OF ORCHARD, AND
 PL0538'CONTINUE SOUTHEAST ACROSS FIELD 100 YARDS TO STATION SITE.  SURFACE
 PL0538'AND UNDERGROUND MARKS ARE
 PL0538'STANDARD STATION DISKS IN CONCRETE, NOTES 1A AND 7A.
 PL0538'UPPER MARK IS 8 INCHES BELOW SURFACE.
 PL0538'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PL0538'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 5
 PL0538'INCHES, IS IN EAST-WEST FENCE
 PL0538'LINE, ABOUT 50 FEET WEST OF SOUTHEAST CORNER OF ORCHARD, AND 115.76
 PL0538'FEET (SLOPE) FROM STATION
 PL0538'IN AZIMUTH 226 DEG. 11 MIN.  NO. 2 PROJECTS 6 INCHES, IS IN SOUTH
 PL0538'EDGE OF ORCHARD, ABOUT 2 FEET SOUTH OF
 PL0538'YOUNG QUINCE TREE, AND 108.24 FEET (SLOPE)
 PL0538'FROM STATION IN AZIMUTH 142 DEG. 47 MIN.  AZIMUTH MARK
 PL0538'PROJECTS 4 INCHES, IS IN NORTH
 PL0538'EDGE OF WOODS, ABOUT 60 FEET EAST OF SOUTHWEST CORNER OF CULTIVATED
 PL0538'FIELD, AND APPROXIMATELY
 PL0538'0.45 MILE FROM STATION IN AZIMUTH 339 DEG. 47 MIN. 41 SEC.  TO REACH
 PL0538'AZIMUTH MARK, GO EAST ABOUT 100 YARDS
 PL0538'AND SOUTH ON FARM ABOUT 0.35 MILE ALONG EDGE
 PL0538'OF WOODS UNTIL ROAD ENDS AT NORTH EDGE OF WOODS,
 PL0538'PROCEED EAST 100 YARDS, AND
 PL0538'THEN SOUTH ABOUT 80 YARDS TO MARK.
 PL0538
 PL0538                          STATION RECOVERY (1956)
 PL0538
 PL0538'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 PL0538'BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  STATION IS IN A
 PL0538'CULTIVATED FIELD.  SOME
 PL0538'SEARCH WAS MADE FOR THE MARK BUT A THOROUGH SEARCH
 PL0538'COULD NOT BE MADE WITHOUT
 PL0538'DIGGING UP THE PLANTED FIELD.
 PL0538
 PL0538                          STATION RECOVERY (1980)
 PL0538
 PL0538'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0538'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0538'CONDITION.  UPPER MARK OF STATION IS NOW ONE FOOT BELOW GROUND
 PL0538'SURFACE.  DID NOT SEARCH FOR AZIMUTH MARK.
 PL0538'
 PL0538'TO REACH FROM THE JUNCTION OF COUNTY ROADS 669 AND 671 IN
 PL0538'THOMPSONVILLE, GO NORTH ON COUNTY ROAD 669 5.5 MILES TO AYLESWORTH
 PL0538'ROAD, TURN RIGHT AND GO EAST ONE MILE TO A TRAIL ON THE RIGHT (DRIVE
 PL0538'TO OLD BARNARD FARM), FOLLOW TRAIL SOUTH ONTO PROPERTY (NOW OWNED BY
 PL0538'MR DOY BAKER), CONTINUE ABOUT 200 YARDS PAST THE REMAINS OF THE
 PL0538'BARNARD HOUSE AND BUILDINGS,(ALL BUILDINGS HAVE BEEN TORN DOWN) TO THE
 PL0538'SOUTHWEST CORNER OF AN OLD APPLE ORCHARD, CONTINUE SOUTHEAST ACROSS
 PL0538'THE OPEN FIELD FOR ABOUT 100 YARDS TO THE STATION ON A HIGH KNOLL.
 PL0538'
 PL0538'STATION IS IN NORTHWEST 1/4 SECTION 5 T25N R13W, COLFAX TOWNSHIP
 PL0538
 PL0538                          STATION RECOVERY (1996)
 PL0538
 PL0538'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1608 ***********************************************************************
 NF1608  DESIGNATION -  BARNES
 NF1608  PID         -  NF1608
 NF1608  STATE/COUNTY-  MI/BARRY
 NF1608  USGS QUAD   -  MIDDLEVILLE (1982)
 NF1608
 NF1608                         *CURRENT SURVEY CONTROL
 NF1608  ___________________________________________________________________
 NF1608* NAD 83(1994)-  42 43 43.07651(N)    085 25 43.56284(W)     ADJUSTED  
 NF1608* NAVD 88     -       302.7    (meters)     993.     (feet)  VERTCON   
 NF1608  ___________________________________________________________________
 NF1608  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 NF1608  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF1608
 NF1608  HORZ ORDER  -  FIRST
 NF1608
 NF1608.The horizontal coordinates were established by classical geodetic methods
 NF1608.and adjusted by the National Geodetic Survey in February 1997..
 NF1608
 NF1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1608
 NF1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1608
 NF1608.The geoid height was determined by GEOID03.
 NF1608
 NF1608;                    North         East     Units Scale Factor Converg.
 NF1608;SPC MI S     -   137,021.684 3,913,025.209   MT  0.99991059   -0 43 22.0
 NF1608;SPC MI S     -   449,546.21 12,838,009.22   iFT  0.99991059   -0 43 22.0
 NF1608;UTM  16      - 4,731,877.507   628,632.035   MT  0.99980357   +1 03 58.6
 NF1608
 NF1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1608!SPC MI S     -   0.99995782  x   0.99991059  =   0.99986841
 NF1608!UTM  16      -   0.99995782  x   0.99980357  =   0.99976140
 NF1608
 NF1608|---------------------------------------------------------------------|
 NF1608| PID    Reference Object                     Distance      Geod. Az  |
 NF1608|                                                           dddmmss.s |
 NF1608| CH0780 BARNES RM 1                          36.805 METERS 02632     |
 NF1608| CH0781 BARNES RM 2                                        1593929.0 |
 NF1608| CH0782 BARNES RM 3                          21.680 METERS 28956     |
 NF1608|---------------------------------------------------------------------|
 NF1608
 NF1608                          SUPERSEDED SURVEY CONTROL
 NF1608
 NF1608  NAD 83(1986)-  42 43 43.07648(N)    085 25 43.57845(W) AD(       ) 1
 NF1608  NAD 27      -  42 43 42.95432(N)    085 25 43.52620(W) AD(       ) 1
 NF1608  NGVD 29 (07/19/86)  302.8    (m)          993.     (f) VERT ANG       
 NF1608
 NF1608.Superseded values are not recommended for survey control.
 NF1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1608.See file dsdata.txt to determine how the superseded data were derived.
 NF1608
 NF1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2863231878(NAD 83)
 NF1608_MARKER: DS = TRIANGULATION STATION DISK
 NF1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1608_STAMPING: BARNES 1931
 NF1608_MARK LOGO: CGS   
 NF1608_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1608+STABILITY: SURFACE MOTION
 NF1608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1608+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF1608
 NF1608  HISTORY     - Date     Condition        Report By
 NF1608  HISTORY     - 1931     MONUMENTED       CGS
 NF1608  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NF1608  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF1608  HISTORY     - 1980     GOOD             MIDH
 NF1608  HISTORY     - 19951117 GOOD             MI-015
 NF1608  HISTORY     - 19961117 GOOD             MI-015
 NF1608  HISTORY     - 19970308 GOOD             USPSQD
 NF1608  HISTORY     - 20040417 GOOD             USPSQD
 NF1608
 NF1608                          STATION DESCRIPTION
 NF1608
 NF1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF1608'ABOUT 1-1/2 MILES EAST AND 1-1/4
 NF1608'MILES NORTH OF
 NF1608'MIDDLEVILLE, IN SEC. 13, T. 4 N., R. 10 W., THORNAPPLE TOWNSHIP, ON
 NF1608'LAND OWNED BY JAMES BARNES, ON
 NF1608'TOP OF SMALL KNOLL ON EAST SIDE OF NORTH-AND-SOUTH
 NF1608'GRAVEL ROAD, 11.5 METERS (38 FEET) EAST OF CENTER
 NF1608'LINE OF ROAD, 3.6 METERS (12 FEET)
 NF1608'EAST OF FENCE LINE ON EAST SIDE OF ROAD, AND APPROXIMATELY 200
 NF1608'METERS (656 FEET) NORTH OF
 NF1608'OLD UNPAINTED HOUSE.  REACHED FROM MIDDLEVILLE BY ROUTE M-37 EAST
 NF1608'1-3/4 MILES TO NARROW
 NF1608'GRAVEL ROAD LEADING NORTH.  FOLLOW THIS ROAD NORTH 1-1/4 MILES
 NF1608'TO STATION.  TO REACH FROM STATION
 NF1608'BARRY, FOLLOW ROAD WEST 1.3 MILES, THENCE
 NF1608'SOUTH ON SANK ROAD 1.8 MILES TO STATION.  SURFACE AND
 NF1608'UNDERGROUND MARKS ARE
 NF1608'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 NF1608'PROJECTS 8 INCHES.
 NF1608'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF1608'NO. 1 IS IN FENCE LINE ON
 NF1608'EAST SIDE OF ROAD, 5.6 METERS (18 FEET) EAST OF CENTER LINE
 NF1608'OF ROAD, AND 36.82 METERS (120.8 FEET)
 NF1608'(SLOPE DISTANCE) FROM STATION IN AZIMUTH
 NF1608'206 DEG 33 MIN.  NO. 2 IS IN FENCE LINE ON NORTH SIDE OF
 NF1608'ROAD, 5 METERS (16 FEET) NORTH OF
 NF1608'CENTER LINE OF ROAD, APPROXIMATELY 50 METERS (164 FEET) EAST OF OLD
 NF1608'UNPAINTED HOUSE, AND
 NF1608'APPROXIMATELY 200 METERS (656 FEET) FROM STATION IN AZIMUTH 339 DEG
 NF1608'39 MIN 31 SEC.
 NF1608
 NF1608                          STATION RECOVERY (1964)
 NF1608
 NF1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF1608'RECOVERED AS DESCRIBED.
 NF1608
 NF1608                          STATION RECOVERY (1969)
 NF1608
 NF1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1608'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1608'CONDITION.
 NF1608'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  FOLLOWING
 NF1608'IS A NEW DESCRIPTION.
 NF1608'
 NF1608'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 13, T. 4 N.,
 NF1608'R. 10 W., ON A
 NF1608'SMALL KNOLL AND ON PROPERTY OF THE MICHIGAN CONSERVATION
 NF1608'DEPARTMENT.  IT IS 9-1/2 MILES
 NF1608'NORTHWEST OF HASTINGS, 2-1/2 MILES
 NF1608'NORTHEAST OF MIDDLEVILLE AND 2-3/4 MILES NORTH OF
 NF1608'IRVING.
 NF1608'
 NF1608'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST
 NF1608'ON MAIN STREET AND
 NF1608'STATE ROAD FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN
 NF1608'LEFT AND GO NORTH ON ROBERTSON ROAD
 NF1608'FOR 1.15 MILES TO REFERENCE MARK 2
 NF1608'ON THE RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON
 NF1608'ROBERTSON ROAD FOR
 NF1608'0.15 MILE TO THE STATION ON THE RIGHT.
 NF1608'
 NF1608'THE STATION MARK IS A STANDARD DISK STAMPED BARNES 1931, SET
 NF1608'IN THE TOP OF A
 NF1608'14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 NF1608'INCHES ABOVE THE GROUND.  IT IS 40
 NF1608'FEET EAST-SOUTHEAST OF THE CENTER
 NF1608'OF ROBERTSON ROAD AND 4 FEET NORTH-NORTHWEST OF A
 NF1608'METAL WITNESS POST.
 NF1608'(NOTES 1A 7A)
 NF1608'
 NF1608'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BARNES NO 1 1931,
 NF1608'SET IN THE TOP OF
 NF1608'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF1608'6 INCHES ABOVE THE GROUND.  IT IS 21
 NF1608'FEET EAST-SOUTHEAST OF THE CENTER
 NF1608'OF ROBERTSON ROAD.  (NOTE 11A)
 NF1608'
 NF1608'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARNES NO 2 1931,
 NF1608'SET IN THE TOP OF
 NF1608'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF1608'6 INCHES ABOVE THE GROUND.  (THIS
 NF1608'MARK WAS USED AS AN AZIMUTH MARK)
 NF1608'IT IS 17 FEET NORTH-NORTHEAST OF THE CENTER OF
 NF1608'ROBERTSON ROAD, 10 FEET
 NF1608'WEST-NORTHWEST OF A 30-INCH OAK TREE WITH A TRIANGULAR BLAZE AND
 NF1608'2 FEET
 NF1608'EAST-SOUTHEAST OF A METAL WITNESS POST.  (NOTE 11A)
 NF1608'
 NF1608'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARNES 1931 RM 3
 NF1608'1969, SET IN THE
 NF1608'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1608'WHICH PROJECTS 2 INCHES ABOVE THE
 NF1608'GROUND.  IT IS 27 FEET WEST-NORTHWEST
 NF1608'OF THE CENTER OF ROBERTSON ROAD AND 1.6 FEET
 NF1608'NORTHEAST OF A METAL
 NF1608'WITNESS POST.  (NOTE 11B)
 NF1608'
 NF1608'HEIGHT OF LIGHT ABOVE STATION MARK 85.6 FEET.
 NF1608'
 NF1608'NO MEASUREMENTS BETWEEN THE RMS DUE TO THE TERRAIN.  DISTANCES WERE
 NF1608'MEASURED MARK TO MARK.
 NF1608
 NF1608                          STATION RECOVERY (1980)
 NF1608
 NF1608'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF1608'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF1608'DESCRIBED.  WITNESS POSTS AND SIGNS WERE SET BY ALL MARKS.
 NF1608
 NF1608                          STATION RECOVERY (1995)
 NF1608
 NF1608'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1608'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 13, T4N, R10W,
 NF1608'ON A SMALL KNOLL AND ON PROPERTY OF THE MICHIGAN CONSERVETION
 NF1608'DEPARTMENT.  IT IS 9 1/2 MILES NORTHWEST OF HASTINGS, 2 1/2 MILES
 NF1608'NORTHEAST IF MIDDLEVILLE, AND 2 3/4 MILES NORTH OF IRVING. TO REACH
 NF1608'THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST AN MAIN
 NF1608'STREET AND STATE ROAD FOR 2.0 MILES (3.2 KM) TO A SIDE ROAD LEFT.
 NF1608'TURN LEFT AND GO NORTH ON ROBERTSON ROAD FOR 1.15 MILES (1.85 KM) TO
 NF1608'REFERENCE MARK2 ON THE RIGHT.  CONTINUE IN A NORTHERLY DIRECTION ON
 NF1608'ROBERTSON ROAD FOR 0.15 MILE (0.24 KM) TO THE STATION ON THE RIGHT.
 NF1608'THE STATION MARK IS A STANDARD DISK STAMPED BARNES 1931, SET IN THE
 NF1608'TOP OF A 14 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF1608'ABOVE THE GROUND.  IT IS 40 FEET (12.2 M) EAST-SOUTHEAST OF THE CENTER
 NF1608'OF ROBERTSON ROAD AND 4 FEET (1.2 M) NORTH-NORTHWEST OF A METAL
 NF1608'WITNESS POST.  (NOTES 1A AND 7A) REFERENCE MARK 1 IS A STANDARD DISK
 NF1608'STAMPED BARNES NO.  1 1931, SET IN THE TOP OF A 12 INCH SQUARE
 NF1608'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 21
 NF1608'FEET (6.4 M) EAST-SOUTHEAST OF THE CENTER OF ROBERTSON ROAD.  (NOTE
 NF1608'11A) REFERENCE MARK 2 IS A STANDARD DISK STAMPED BARNES NO.2 1931, SET
 NF1608'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 NF1608'INCHES ABOVE THE GROUND.  (THIS MARK WAS USED AS AN AZIMUTH MARK) IT
 NF1608'IS 17 FEET (5.2 M) NORTH-NORTHEAST OF THE CENTER OF ROBERTSON ROAD, 10
 NF1608'FEET (3.0 M) WEST-NORTHWEST OF A 30 INCH OAK TREE WITH A TRIANGULAR
 NF1608'BLAZE AND 2 FEET (0.6 M) EAST-SOUTHEAST OF A METAL WITNESS POST.
 NF1608'(NOTE 11A) REFERENCE MARK 3 IS A STANDARD DISK STAMPED BARNES 1931 RM3
 NF1608'1969, SET IN THE TOP OF A 10 INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF1608'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 27 FEET (8.2 M)
 NF1608'WEST-NORTHWEST OF THE CENTER OF ROBERTSON ROAD AND 1.6 FEET (0.5 M)
 NF1608'NORTHEAST OF A METAL WITNESS POST.  (NOTE 11B) HEIGHT OF LIGHT ABOVE
 NF1608'STATION MARK 85.6 FEET. (26.1 M) RECOVERY NOTE BY MI DEPT OF HIGHWAYS
 NF1608'1980 (LLC) THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD
 NF1608'CONDITION AS DESCRIBED. WITNESS POSTS AND SIGNS WERE SET BY ALL MARKS.
 NF1608
 NF1608                          STATION RECOVERY (1996)
 NF1608
 NF1608'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF1608'RECOVERY 1996 (BARRY COUNTY REMONUMENTAITON) THE STATION AND ALL
 NF1608'REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. (FROM
 NF1608'1931 DESCRIPTION) NO.  1 FROM MARK IN AZIMUTH IS 206 DEG 33 MIN.  NO.
 NF1608'2 FROM MARK IN AZIMUTH IS 339 DEG 39 MIN 31 SEC. METAL WITNESS POST
 NF1608'WITH SIGN.  OTHERWISE FOUND AS DESCRIBED.
 NF1608
 NF1608                          STATION RECOVERY (1997)
 NF1608
 NF1608'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1608'RECOVERED IN GOOD CONDITION.
 NF1608
 NF1608                          STATION RECOVERY (2004)
 NF1608
 NF1608'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1608'AZIMUTH, AND REFERENCE MARKS 1 AND 3 FOUND. REFERENCE MARK 2 NOT
 NF1608'FOUND.  ROAD HAS APPARENTLY BEEN WIDENED AND MARK LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0281 ***********************************************************************
 PK0281  DESIGNATION -  BARQUES
 PK0281  PID         -  PK0281
 PK0281  STATE/COUNTY-  MI/HURON
 PK0281  USGS QUAD   -  HURON CITY (1970)
 PK0281
 PK0281                         *CURRENT SURVEY CONTROL
 PK0281  ___________________________________________________________________
 PK0281* NAD 83(1994)-  44 01 18.46998(N)    082 47 35.27563(W)     ADJUSTED  
 PK0281* NAVD 88     -       180.     (meters)     591.     (feet)  VERTCON   
 PK0281  ___________________________________________________________________
 PK0281  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 PK0281  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0281
 PK0281  HORZ ORDER  -  SECOND
 PK0281
 PK0281.The horizontal coordinates were established by classical geodetic methods
 PK0281.and adjusted by the National Geodetic Survey in February 1997..
 PK0281
 PK0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0281
 PK0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0281
 PK0281.The geoid height was determined by GEOID03.
 PK0281
 PK0281;                    North         East     Units Scale Factor Converg.
 PK0281;SPC MI S     -   281,317.741 4,126,166.808   MT  1.00010425   +1 04 15.0
 PK0281;SPC MI S     -   922,958.47 13,537,292.68   iFT  1.00010425   +1 04 15.0
 PK0281;UTM  17      - 4,875,856.834   356,289.030   MT  0.99985401   -1 14 46.7
 PK0281
 PK0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0281!SPC MI S     -   0.99997731  x   1.00010425  =   1.00008156
 PK0281!UTM  17      -   0.99997731  x   0.99985401  =   0.99983132
 PK0281
 PK0281                          SUPERSEDED SURVEY CONTROL
 PK0281
 PK0281  NAD 83(1986)-  44 01 18.45532(N)    082 47 35.29650(W) AD(       ) 2
 PK0281  NAD 27      -  44 01 18.42378(N)    082 47 35.51833(W) AD(       ) 2
 PK0281  NGVD 29 (07/19/86)  180.     (m)          591.     (f) VERT ANG       
 PK0281
 PK0281.Superseded values are not recommended for survey control.
 PK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0281.See file dsdata.txt to determine how the superseded data were derived.
 PK0281
 PK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5628975857(NAD 83)
 PK0281_MARKER: DD = SURVEY DISK
 PK0281_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PK0281_SP_SET: METAL PIPE AND CONCRETE SURROUND
 PK0281_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PK0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0281
 PK0281  HISTORY     - Date     Condition        Report By
 PK0281  HISTORY     - 1980     MONUMENTED       NOS
 PK0281
 PK0281                          STATION DESCRIPTION
 PK0281
 PK0281'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0281'THE STATION IS LOCATED 17.7 KILOMETERS EAST OF
 PK0281'PORT AUSTIN AT LIGHTHOUSE COUNTY PARK.
 PK0281'
 PK0281'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS
 PK0281'M25 AND M53 IN PORT AUSTIN GO EASTERLY 17.7 KILOMETERS
 PK0281'ON M25 TO LIGHTHOUSE ROAD.  TURN LEFT ON LIGHTHOUSE
 PK0281'ROAD AND GO NORTHERLY FOR 1.6 KILOMETERS TO THE
 PK0281'LIGHTHOUSE AND THE AREA OF THE STATION.
 PK0281'
 PK0281'THE STATION IS A STANDARD NOS DISK
 PK0281'STAMPED---BARQUES 1980---,
 PK0281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0281'FLUSH WITH GROUND.  IT IS LOCATED
 PK0281'117.3 METERS (384.8 FT) SOUTHWEST OF THE POINTE AUX
 PK0281'BARQUES LIGHTHOUSE.
 PK0281'
 PK0281'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 PK0281'
 PK0281'DESCRIBED BY J DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0464 ***********************************************************************
 NF0464  DESIGNATION -  BARRY
 NF0464  PID         -  NF0464
 NF0464  STATE/COUNTY-  MI/BARRY
 NF0464  USGS QUAD   -  ALTO (1978)
 NF0464
 NF0464                         *CURRENT SURVEY CONTROL
 NF0464  ___________________________________________________________________
 NF0464* NAD 83(1994)-  42 45 16.02942(N)    085 24 05.42384(W)     ADJUSTED  
 NF0464* NAVD 88     -       290.438  (meters)     952.88   (feet)  ADJUSTED  
 NF0464  ___________________________________________________________________
 NF0464  X           -     376,066.351 (meters)                     COMP
 NF0464  Y           -  -4,675,603.116 (meters)                     COMP
 NF0464  Z           -   4,307,686.435 (meters)                     COMP
 NF0464  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 NF0464  ELLIP HEIGHT-         256.76  (meters)          (07/12/02) GPS OBS
 NF0464  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF0464  DYNAMIC HT  -         290.354 (meters)     952.60  (feet)  COMP
 NF0464  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 NF0464
 NF0464  HORZ ORDER  -  FIRST
 NF0464  VERT ORDER  -  SECOND    CLASS 0
 NF0464  ELLP ORDER  -  FOURTH    CLASS I
 NF0464
 NF0464.The horizontal coordinates were established by GPS observations
 NF0464.and adjusted by the National Geodetic Survey in December 1995..
 NF0464
 NF0464.The orthometric height was determined by differential leveling
 NF0464.and adjusted by the National Geodetic Survey in June 1991..
 NF0464
 NF0464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0464
 NF0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0464
 NF0464.The ellipsoidal height was determined by GPS observations
 NF0464.and is referenced to NAD 83.
 NF0464
 NF0464.The geoid height was determined by GEOID03.
 NF0464
 NF0464.The dynamic height is computed by dividing the NAVD 88
 NF0464.geopotential number by the normal gravity value computed on the
 NF0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0464.degrees latitude (g = 980.6199 gals.).
 NF0464
 NF0464.The modeled gravity was interpolated from observed gravity values.
 NF0464
 NF0464;                    North         East     Units Scale Factor Converg.
 NF0464;SPC MI S     -   139,861.721 3,915,292.720   MT  0.99990946   -0 42 15.3
 NF0464;SPC MI S     -   458,863.91 12,845,448.56   iFT  0.99990946   -0 42 15.3
 NF0464;UTM  16      - 4,734,786.661   630,809.538   MT  0.99981051   +1 05 07.1
 NF0464
 NF0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0464!SPC MI S     -   0.99995973  x   0.99990946  =   0.99986920
 NF0464!UTM  16      -   0.99995973  x   0.99981051  =   0.99977025
 NF0464
 NF0464|---------------------------------------------------------------------|
 NF0464| PID    Reference Object                     Distance      Geod. Az  |
 NF0464|                                                           dddmmss.s |
 NF0464| NF0463 BARRY RM 1                           16.420 METERS 04724     |
 NF0464| NF1608 BARNES                              APPROX. 3.6 KM 2175359.7 |
 NF0464| NF1123 BARRY RM 3                            7.607 METERS 25231     |
 NF0464| NF0465 BARRY RM 2                           25.400 METERS 27217     |
 NF0464|---------------------------------------------------------------------|
 NF0464
 NF0464                          SUPERSEDED SURVEY CONTROL
 NF0464
 NF0464  ELLIP H (12/21/95)  256.78   (m)                       GP(       ) 4 1
 NF0464  NAD 83(1986)-  42 45 16.02928(N)    085 24 05.43938(W) AD(       ) 1
 NF0464  NAD 27      -  42 45 15.90572(N)    085 24 05.38897(W) AD(       ) 1
 NF0464  NAVD 88 (10/25/93)  290.44   (m)          952.9    (f) LEVELING    3  
 NF0464  NGVD 29 (??/??/92)  290.564  (m)          953.29   (f) ADJ UNCH    2 0
 NF0464
 NF0464.Superseded values are not recommended for survey control.
 NF0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0464.See file dsdata.txt to determine how the superseded data were derived.
 NF0464
 NF0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3081034787(NAD 83)
 NF0464_MARKER: DS = TRIANGULATION STATION DISK
 NF0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0464_SP_SET: IRREGULAR CONCRETE MASS
 NF0464_STAMPING: BARRY 1931
 NF0464_MARK LOGO: CGS   
 NF0464_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0464+STABILITY: SURFACE MOTION
 NF0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0464+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 NF0464
 NF0464  HISTORY     - Date     Condition        Report By
 NF0464  HISTORY     - 1931     MONUMENTED       CGS
 NF0464  HISTORY     - 1933     SEE DESCRIPTION  CGS
 NF0464  HISTORY     - 1948     GOOD             NGS
 NF0464  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NF0464  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0464  HISTORY     - 1979     GOOD             NGS
 NF0464  HISTORY     - 1979     GOOD             NGS
 NF0464  HISTORY     - 1980     GOOD             MIDH
 NF0464  HISTORY     - 19910820 GOOD             MIDT
 NF0464  HISTORY     - 19941104 GOOD             MIDT
 NF0464  HISTORY     - 19941117 GOOD             MI-015
 NF0464  HISTORY     - 19970304 GOOD             USPSQD
 NF0464
 NF0464                          STATION DESCRIPTION
 NF0464
 NF0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 NF0464'ABOUT 2 MILES WEST OF
 NF0464'FREEPORT AND 4-1/2
 NF0464'MILES NORTHEAST OF MIDDLEVILLE, IN NORTH EDGE OF SEC. 8, T. 4 N.,
 NF0464'R. 9 W., IRVING TOWNSHIP, ON
 NF0464'RIGHT-OF-WAY OF LITTLE-USED COUNTY ROAD.  TO REACH
 NF0464'FROM MIDDLEVILLE, GO NORTH 2.9 MILES ON COUNTY
 NF0464'ROUTE 611 TO NARROW ROAD LEADING
 NF0464'EAST.  THIS ROAD IS 1 MILE SOUTH OF THE BARRY-KENT COUNTY LINE.
 NF0464'TURN EAST AND FOLLOW
 NF0464'LIGHTLY GRAVELED ROAD 2.5 MILES TO WHERE MAIN ROAD TURNS NORTH AND
 NF0464'DIRT ROAD CONTINUES EAST.
 NF0464'FOLLOW DIRT ROAD 0.3 MILE TO TOP OF GRADE AND STATION SITE.
 NF0464'STATION IS 14.0 METERS (46 FEET)
 NF0464'SOUTHWEST OF 3-FOOT BUTT OF BOTTLE-SHAPED OAK TREE,
 NF0464'6 METERS (20 FEET) SOUTH OF CENTER LINE OF
 NF0464'EAST-AND-WEST ROAD, AND 4.6 METERS (15
 NF0464'FEET) NORTH OF EAST-AND-WEST FENCE LINE.  SURFACE AND
 NF0464'UNDERGROUND MARKS ARE
 NF0464'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE
 NF0464'MARKS ARE STANDARD
 NF0464'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS ON NORTH SIDE OF
 NF0464'ROAD, 5 METERS (16 FEET)
 NF0464'NORTH OF CENTER LINE OF ROAD, 4.3 METERS (14 FEET) EAST OF ABOVE
 NF0464'MENTIONED OAK, AND 16.0 METERS (52
 NF0464'FEET) FROM STATION IN AZIMUTH 227 DEG 24 MIN.  NO. 2
 NF0464'IS ON SOUTH SIDE OF ROAD, 5.4 METERS (18 FEET) SOUTH
 NF0464'OF CENTER LINE OF ROAD, 5.8 METERS
 NF0464'(19 FEET) NORTH OF EAST-AND-WEST FENCE LINE, AND 25.4 METERS (83
 NF0464'FEET) FROM STATION IN AZIMUTH 92
 NF0464'DEG 17 MIN.
 NF0464
 NF0464                          STATION RECOVERY (1948)
 NF0464
 NF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NF0464'5.1 MI SW FROM FREEPORT.
 NF0464'3.4 MILES WEST ALONG THE KENT-BARRY COUNTY LINE ROAD FROM THE
 NF0464'SCHOOL AT FREEPORT, THENCE ABOUT 0.7 SOUTH ALONG A DIM ROAD, ABOUT
 NF0464'0.3 MILES SOUTH ALONG A GRAVEL ROAD AND ABOUT 0.7 MILE WEST ALONG
 NF0464'A GRAVEL ROAD, ON THE CREST OF A KNOLL, 22 FEET SOUTH OF THE CENTER
 NF0464'LINE OF THE ROAD, 83 FEET EAST OF R.M. NO. 2, 53 FEET SOUTHWEST
 NF0464'AND ACROSS THE ROAD FROM R.M. 1, 44 FEET SOUTHWEST AND ACROSS
 NF0464'THE ROAD FROM A 36-INCH OAK TREE, 13 FEET NORTH OF THE R/W FENCE
 NF0464'LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0464'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0464'PROJECTING 6 INCHES.
 NF0464
 NF0464                          STATION RECOVERY (1964)
 NF0464
 NF0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF0464'RECOVERED AS DESCRIBED.
 NF0464
 NF0464                          STATION RECOVERY (1969)
 NF0464
 NF0464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 NF0464'STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARKS
 NF0464'HAVE BEEN
 NF0464'DESTROYED.  A NEW DESCRIPTION FOLLOWS.
 NF0464'
 NF0464'STATION IS LOCATED ABOUT 5 MILES WEST OF FREEPORT AND 4.5 MILES
 NF0464'NORTHEAST OF
 NF0464'MIDDLEVILLE, 21 FEET SOUTH OF THE CENTERLINE OF PARMALEE
 NF0464'ROAD, 3.5 FEET SOUTH OF OLD
 NF0464'ROAD GRADER BLADE, USED AS A WITNESS POST,
 NF0464'8.5 FEET NORTH OF AN EAST-WEST FENCE LINE AND
 NF0464'AT THE WEST EDGE OF THE
 NF0464'CREST OF HILL.  MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 NF0464'STAMPED BARRY
 NF0464'1931.
 NF0464'
 NF0464'TO REACH, FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON E-MAIN ST.
 NF0464'FOR 0.2 MILE TO
 NF0464'Y-INTERSECTION, BEAR LEFT AND GO NORTH-NORTHEAST ON
 NF0464'GRAND RAPIDS ST. (ALSO
 NF0464'WHITNEYVILLE ROAD) FOR 2.8 MILES TO THE JUNCTION
 NF0464'OF PARMALEE ROAD EAST, TURN RIGHT AND GO
 NF0464'EAST ON PARMALEE ROAD FOR 2.95
 NF0464'MILES TO WEST EDGE OF HILL AND STATION ON THE RIGHT.
 NF0464'
 NF0464'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.5 MILES
 NF0464'NORTHEAST OF MIDDLEVILLE
 NF0464
 NF0464                          STATION RECOVERY (1979)
 NF0464
 NF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NF0464'THE STATION MARK WAS RECOVERED IN GOOD CONDITION AS WAS RM 1.  RM 2
 NF0464'WAS NOT FOUND AND SHOULD BE CONSIDERED DESTROYED.  RM 1 AND RM 2 WERE
 NF0464'IN 1969 REPORTED DESTROYED, AFTER A LONG SEARCH RM 1 WAS FOUND
 NF0464'BURIED.  THERE WAS NO WAY TO CHECK THE DISTANCE TO RM 1, DUE TO THAT
 NF0464'IN 1931 THE MARKS WERE MEASURED TO NEAREST FOOT.  THE 1979 DISTANCE
 NF0464'WAS FOUND TO BE IN ERROR OF 2.87 FOOT LONGER.  THIS COULD BE TO THE
 NF0464'METHOD OF THE MARK MEASUREMENTS IN 1931.
 NF0464'
 NF0464'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 NF0464'DESCRIPTION FOLLOWS.
 NF0464'
 NF0464'THE STATION IS LOCATED ABOUT 5 MILES WEST OF FREEPORT, 4.5 MILES
 NF0464'NORTHEAST OF MIDDLEVILLE AND ON THE SOUTH SIDE OF PARMALEE ROAD, 21
 NF0464'FEET SOUTH OF CENTERLINE OF PARMALEE ROAD, 8.5 FEET NORTH OF
 NF0464'FENCELINE, 16 FEET WEST OF CENTERLINE OF AN EXTENDED FIELD ROAD TO THE
 NF0464'NORTH, 1.5 FEET EAST OF A METAL WITNESS POST AND 1.0 FOOT SOUTH OF A
 NF0464'WOODEN WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED
 NF0464'BARRY 1931.
 NF0464'
 NF0464'REFERENCE MARK NO 1 IS 15 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NF0464'23 FEET EAST OF A FIELD ENTRANCE ROAD, 3 FEET NORTH OF THE NORTH EDGE
 NF0464'OF THE ROAD PAVEMENT AND 2 FEET SOUTH OF A METAL WITNESS POST.  THE
 NF0464'MARK IS NOW ABOUT 6 INCHES BELOW THE GROUND SURFACE.  THE DISK IS
 NF0464'STAMPED BARRY NO 1 1931.
 NF0464'
 NF0464'REFERENCE MARK 3 IS 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23
 NF0464'FEET SOUTHWEST OF A METAL WITNESS POST, 1 FOOT NORTH OF THE FENCELINE
 NF0464'AND SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 1 INCH.  THE
 NF0464'DISK STAMPED BARRY 1931 NO 3 1979.
 NF0464'
 NF0464'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON
 NF0464'MAIN STREET FOR 0.2 MILE, THEN BEAR LEFT ON GRAND RAPIDS STREET, WHICH
 NF0464'IS ALSO WHITNEYVILLE ROAD AND GO FOR 3 MILES TO A SIDE ROAD RIGHT.  GO
 NF0464'RIGHT, EAST ON PARMALEE ROAD FOR 2.95 MILES TO THE STATION ON THE
 NF0464'RIGHT AS DESCRIBED.
 NF0464
 NF0464                          STATION RECOVERY (1979)
 NF0464
 NF0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NF0464'ABOUT 0.2 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 NF0464'MIDDLEVILLE, THENCE ABOUT 3.0 MILES NORTHEAST ALONG GRAND RAPID
 NF0464'STREET ALSO KNOW AS WHITNEYVILLE ROAD, THENCE EAST ALONG PARAMLEE
 NF0464'ROAD FOR 2.95 MILES TO THE MARK ON THE RIGHT AT THE WEST EDGE OF
 NF0464'KNOLL OR CREST, 21 FEET SOUTH OF CENTERLINE OF THE ROAD, 8.5 FEET
 NF0464'NORTH OF THE FENCE LINE, 16 FEET WEST OF THE CENTERLINE OF EXTENDED
 NF0464'FIELD ROAD TO THE NORTH, 1.5 FEET EAST OF A METAL WITNESS POST, 1
 NF0464'FOOT SOUTH OF A WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, IN
 NF0464'THE TOP OF A CONCRETE POST THAT PROJECT 4 INCHES.
 NF0464
 NF0464                          STATION RECOVERY (1980)
 NF0464
 NF0464'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF0464'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE 1969 RECOVERY NOTE
 NF0464'IS ADEQUATE AND CORRECT.
 NF0464
 NF0464                          STATION RECOVERY (1991)
 NF0464
 NF0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0464'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE NORTHEAST 1/4 OF
 NF0464'SECTION 8, T-4-N, R-9-W, IRVING TOWNSHIP AND ON THE ALTO QUADRANGLE
 NF0464'MAP.  IT IS ABOUT 9-1/4 MILES NORTHWEST FROM HASTINGS, 5 MILES
 NF0464'(8.0 KM) WEST FROM FREEPORT, 4-1/2 MILES NORTHEAST FROM MIDDLEVILLE
 NF0464'AND ON COUNTY ROAD RIGHT-OF-WAY.
 NF0464'$
 NF0464'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-37 AND MAIN STREET
 NF0464'AT THE WEST SIDE OF MIDDLEVILLE GO EAST AND NORTHERLY ON MAIN STREET
 NF0464'FOR 0.45 MI (0.72 KM) THROUGH DOWNTOWN TO A --Y-- INTERSECTION OF MAIN
 NF0464'STREET AND (WHITNEYVILLE ROAD) GRAND RAPIDS TRAIL.  TURN LEFT AND GO
 NF0464'NORTH ON GRAND RAPIDS TRAIL (WHITNEYVILLE ROAD) FOR 2.9 MI (4.7 KM)
 NF0464'TO A --Y-- INTERSECTION TO RIGHT, PARMALEE ROAD.  TURN RIGHT AND GO
 NF0464'EAST ON PARMALEE ROAD FOR 2.85 MI (4.59 KM) TO THE TOP OF PROMINENT
 NF0464'HILL AND STATION ON THE RIGHT.
 NF0464'$
 NF0464'STATION IS 64.4 FT (19.6 M) EASTERLY FROM A UTILITY POLE 21.0 FT
 NF0464'(6.4 M) SOUTH FROM THE CENTER OF PARMALEE ROAD, 12 FT (3.7 M) WEST
 NF0464'FROM FIELD DRIVE, AND 8.5 FT (2.6 M) NORTH FROM EAST-WEST FENCELINE
 NF0464'AND 1.0 FT (0.3 M) SOUTH FROM A METAL WITNESS POST.
 NF0464
 NF0464                          STATION RECOVERY (1994)
 NF0464
 NF0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NF0464'STATION IS LOCATED IN QUAD 420851 ON THE ALTO QUADRANGLE MAP.  IT IS
 NF0464'IN THE NORTHEAST 1/4 SECTION 8, T-4-N, R-9-W, IRVING TOWNSHIP.  ABOUT
 NF0464'9.25 MI (14.89 KM) NORTHWEST OF HASTINGS, 5.0 MI (8.0 KM) WEST OF
 NF0464'FREEPORT, 4.5 MI (7.2 KM) NORTHEAST OF MIDDLEVILLE, AND ON COUNTY ROAD
 NF0464'RIGHT-OF-WAY.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAYM-37 AND
 NF0464'MAIN STREET ON THE WEST SIDE OF MIDDLEVILLE, GO EAST AND NORTHERLY ON
 NF0464'MAIN STREET FOR 0.45 MI (0.72 KM) THROUGH DOWNTOWN TO A Y-INTERSECTION
 NF0464'OF MAIN STREET AND WHITNEYVILLE ROAD (ALSO KNOWN AS GRAND RAPIDS
 NF0464'TRAIL) .  TURN LEFT AND GO NORTH ALONG WHITNEYVILLE ROAD FOR 2.9 MI
 NF0464'(4.7 KM) TO A T-INTERSECTION ON THE RIGHT PARMALEE ROAD.  TURN RIGHT
 NF0464'AND GO EAST ALONG PARMALEE ROAD FOR 2.85 MI (4.59 KM) TO THE TOP OF A
 NF0464'PROMINENT HILL AND THE STATION ON THE RIGHT.  STATION IS 64.4 FT (19.6
 NF0464'M) EASTERLY FROM A UTILITY POLE, 21.0 FT (6.4 M) SOUTH FROM THE CENTER
 NF0464'OF PARMALEE ROAD, 12.0 FT (3.7 M) WEST FROM A FIELD DRIVE, 8.5 FT (2.6
 NF0464'M) NORTH FROM A EAST-WEST FENCELINE, AND 1.0 FT (0.3 M) SOUTH FROM A
 NF0464'METAL WITNESS POST WITH SIGN.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY
 NF0464'R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 NF0464
 NF0464                          STATION RECOVERY (1994)
 NF0464
 NF0464'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0464'METAL WITNESS POST FOUND INTACT, 22 FEET SOUTH OF PAINTED CENTERLINE,
 NF0464'24.5 FEET EAST OF STATION BARRY RM 3, 53.8 FEET SOUTHWEST OF STATION
 NF0464'BARRY RM 1, CARSONITE WITNESS POST INSTALLED 1 FOOT SOUTH OF MARK VERY
 NF0464'GOOD FOR GPS.
 NF0464
 NF0464                          STATION RECOVERY (1997)
 NF0464
 NF0464'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8075 ***********************************************************************
 AA8075  CBN         -  This is a Cooperative Base Network Control Station.
 AA8075  DESIGNATION -  BARRY CENTER
 AA8075  PID         -  AA8075
 AA8075  STATE/COUNTY-  MI/BARRY
 AA8075  USGS QUAD   -  DOWLING (1982)
 AA8075
 AA8075                         *CURRENT SURVEY CONTROL
 AA8075  ___________________________________________________________________
 AA8075* NAD 83(1994)-  42 35 45.21469(N)    085 17 25.96430(W)     ADJUSTED  
 AA8075* NAVD 88     -       273.5    (meters)     897.     (feet)  GPS OBS   
 AA8075  ___________________________________________________________________
 AA8075  X           -     386,099.847 (meters)                     COMP
 AA8075  Y           -  -4,686,753.143 (meters)                     COMP
 AA8075  Z           -   4,294,724.609 (meters)                     COMP
 AA8075  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AA8075  ELLIP HEIGHT-         239.80  (meters)          (07/12/02) GPS OBS
 AA8075  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 AA8075
 AA8075  HORZ ORDER  -  B
 AA8075  ELLP ORDER  -  FOURTH    CLASS II
 AA8075
 AA8075.The horizontal coordinates were established by GPS observations
 AA8075.and adjusted by the National Geodetic Survey in September 1995..
 AA8075
 AA8075.The orthometric height was determined by GPS observations and a
 AA8075.high-resolution geoid model.
 AA8075
 AA8075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8075
 AA8075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8075
 AA8075.The ellipsoidal height was determined by GPS observations
 AA8075.and is referenced to NAD 83.
 AA8075
 AA8075.The geoid height was determined by GEOID03.
 AA8075
 AA8075;                    North         East     Units Scale Factor Converg.
 AA8075;SPC MI S     -   122,144.823 3,924,181.831   MT  0.99991954   -0 37 43.4
 AA8075;SPC MI S     -   400,737.61 12,874,612.31   iFT  0.99991954   -0 37 43.4
 AA8075;UTM  16      - 4,717,357.234   640,246.214   MT  0.99984199   +1 09 25.9
 AA8075
 AA8075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8075!SPC MI S     -   0.99996239  x   0.99991954  =   0.99988194
 AA8075!UTM  16      -   0.99996239  x   0.99984199  =   0.99980439
 AA8075
 AA8075                          SUPERSEDED SURVEY CONTROL
 AA8075
 AA8075  ELLIP H (09/20/95)  239.82   (m)                       GP(       ) 1 2
 AA8075
 AA8075.Superseded values are not recommended for survey control.
 AA8075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8075.See file dsdata.txt to determine how the superseded data were derived.
 AA8075
 AA8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4024617357(NAD 83)
 AA8075_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8075_STAMPING: BARRY CENTER 1994
 AA8075_MARK LOGO: NGS   
 AA8075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8075+STABILITY: SURFACE MOTION
 AA8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8075+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 AA8075
 AA8075  HISTORY     - Date     Condition        Report By
 AA8075  HISTORY     - 1994     MONUMENTED       NGS
 AA8075  HISTORY     - 19940920 GOOD             MIDT
 AA8075  HISTORY     - 20050409 GOOD             USPSQD
 AA8075
 AA8075                          STATION DESCRIPTION
 AA8075
 AA8075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8075'STATION IS LOCATED IN QUAD.  420851, ABOUT 6 KM (3.70 MI) SOUTH FROM
 AA8075'HASTINGS, IN THE SOUTHEAST 1/4 OF SECTION 31, T3N, R8W, HASTINGS
 AA8075'TOWNSHIP.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH FROM THE
 AA8075'JUNCTION OF STATE HIGHWAYS 37 AND 43 AT THE NORTHWEST CORNER OF THE
 AA8075'COURTHOUSE IN HASTINGS, GO SOUTHERLY ON HIGHWAY 37 FOR 1.9 MI (3.1 KM)
 AA8075'TO CAMP GROUND ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHWESTERLY ON
 AA8075'CAMP GROUND ROAD FOR 1.45 MI (2.33 KM) TO ITS JUNCTION WITH SOUTH
 AA8075'BROADWAY ROAD.  BEAR LEFT ON SOUTH BROADWAY ROAD GOING SOUTH FOR 0.85
 AA8075'MI (1.37 KM) TO A SHARP CURVE RIGHT AND SOUTH BROADWAY ROAD CONTINUES
 AA8075'STRAIGHT AHEAD TO JUNCTION WITH SAGER ROAD AND THE CURVE ALSO
 AA8075'JUNCTIONING WITH SAGER ROAD FORMING A GRASSY TRIANGLE AT THE
 AA8075'INTERSECTION.  THE STATION IS SET AT THE NORTH SIDE OF THIS GRASSY
 AA8075'TRIANGLE, ABOUT THE MIDDLE OF THE CURVE, FLUSH WITH GROUND.  STATION
 AA8075'IS 116.0 FT (35.4 M) NORTHWEST FROM A STREET SIGN FOR SOUTH BROADWAY
 AA8075'AND SAGER ROADS, 106.0 FT (32.3 M) NORTH FROM CENTERLINE OF SAGER
 AA8075'ROAD, 102.0 FT (31.1 M) WEST OF CENTERLINE OF SOUTH BROADWAY ROAD,
 AA8075'58.6 FT (17.9 M) SOUTHWEST FROM THE CENTER OF A 30 INCH METAL
 AA8075'TELEPHONE MANHOLE COVER, 28.0 FT (8.5 M) SOUTHEAST FROM CENTERLINE OF
 AA8075'CURVED ROAD LEADING TO SAGER ROAD AND 1.0 FT (0.3 M) NORTHWEST FROM A
 AA8075'FIBERGLASS WITNESS POST.
 AA8075
 AA8075                          STATION RECOVERY (1994)
 AA8075
 AA8075'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 AA8075'STATION IS LOCATED IN QUAD 420851 ON THE DOWLING QUADRANGLE MAP.  IT
 AA8075'IS IN THE SOUTHEAST 1/4 OF SECTION 31, T-3-N, R-8-W, HASTINGS
 AA8075'TOWNSHIP.  ABOUT 5.0 MI (8.0 KM) NORTH OF DOWLING, AND 3.7 MI (6.0 KM)
 AA8075'SOUTH OF HASTINGS.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.  TO REACH
 AA8075'FROM THE JUNCTION OF STATE HIGHWAYS M-37 AND M-43 AT THE NORTHWEST
 AA8075'CORNER OF THE COURTHOUSE IN HASTINGS, GO SOUTHERLY ON HIGHWAY M-37 FOR
 AA8075'1.9 MI (3.1 KM) TO CAMP GROUND ROAD ON THE RIGHT. TURN RIGHT AND GO
 AA8075'SOUTHWESTERLY ON CAMP GROUND ROAD FOR 1.45 MI (2.33 KM) TO ITS
 AA8075'JUNCTION WITH SOUTH BROADWAY ROAD.  BEAR LEFT ON SOUTH BROADWAY ROAD
 AA8075'GOING SOUTH FOR 0.85 MI (1.37 KM) TO A SHARP CURVE RIGHT AND SOUTH
 AA8075'BROADWAY ROAD CONTINUES STRAIGHT AHEAD TO JUNCTION WITH SAGER ROAD AND
 AA8075'THE CURVE ALSO JUNCTIONING WITH SAGER ROAD FORMING A GRASSY TRIANGLE
 AA8075'AT THE INTERSECTION.  THE STATION IS SET AT THE NORTH SIDE OF THIS
 AA8075'GRASSY TRIANGLE, ABOUT THE MIDDLE OF THE CURVE, FLUSH WITH THE GROUND.
 AA8075'STATION IS 116.0 FT (35.4 M) NORTHWEST FROM A STREET SIGN FOR SOUTH
 AA8075'BROADWAY AND SAGER ROADS, 106.0 FT (32.3 M) NORTH FROM CENTRLINE OF
 AA8075'SAGER ROAD, 102.0 FT (31.1 M) WEST FROM THE CENTERLINE OF SOUTH
 AA8075'BROADWAY ROAD 58.6 FT (17.9 M) SOUTHWEST FROM THE CENTER OF A 30-INCH
 AA8075'METAL TELEPHONE MANHOLE COVER, 28.0 FT (8.5 M) SOUTHEAST FROM
 AA8075'CENTERLINE OF CURVED ROAD LEADING TO SAGER ROAD AND 1.0 FT (0.3 M)
 AA8075'NORTHWEST FROM A CARSONITE WITNESS POST.  DESCRIBED BY RONALD L.
 AA8075'RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8075
 AA8075                          STATION RECOVERY (2005)
 AA8075
 AA8075'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 AA8075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0463 ***********************************************************************
 NF0463  DESIGNATION -  BARRY RM 1
 NF0463  PID         -  NF0463
 NF0463  STATE/COUNTY-  MI/BARRY
 NF0463  USGS QUAD   -  ALTO (1978)
 NF0463
 NF0463                         *CURRENT SURVEY CONTROL
 NF0463  ___________________________________________________________________
 NF0463* NAD 83(1986)-  42 45 15.     (N)    085 24 05.     (W)     SCALED    
 NF0463* NAVD 88     -       290.327  (meters)     952.51   (feet)  ADJUSTED  
 NF0463  ___________________________________________________________________
 NF0463  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF0463  DYNAMIC HT  -         290.244 (meters)     952.24  (feet)  COMP
 NF0463  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 NF0463
 NF0463  VERT ORDER  -  SECOND    CLASS 0
 NF0463
 NF0463.The horizontal coordinates were scaled from a topographic map and have
 NF0463.an estimated accuracy of +/- 6 seconds.
 NF0463
 NF0463.The orthometric height was determined by differential leveling
 NF0463.and adjusted by the National Geodetic Survey in June 1991..
 NF0463
 NF0463.The geoid height was determined by GEOID03.
 NF0463
 NF0463.The dynamic height is computed by dividing the NAVD 88
 NF0463.geopotential number by the normal gravity value computed on the
 NF0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0463.degrees latitude (g = 980.6199 gals.).
 NF0463
 NF0463.The modeled gravity was interpolated from observed gravity values.
 NF0463
 NF0463;                    North         East    Units  Estimated Accuracy
 NF0463;SPC MI S     -   139,830.    3,915,300.      MT  (+/- 180 meters Scaled)
 NF0463
 NF0463                          SUPERSEDED SURVEY CONTROL
 NF0463
 NF0463  NGVD 29 (??/??/92)  290.454  (m)          952.93   (f) ADJ UNCH    2 0
 NF0463
 NF0463.Superseded values are not recommended for survey control.
 NF0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0463.See file dsdata.txt to determine how the superseded data were derived.
 NF0463
 NF0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN308347(NAD 83)
 NF0463_MARKER: DR = REFERENCE MARK DISK
 NF0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0463_STAMPING: BARRY NO 1 1931
 NF0463_MARK LOGO: CGS   
 NF0463_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0463+STABILITY: SURFACE MOTION
 NF0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0463+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 NF0463
 NF0463  HISTORY     - Date     Condition        Report By
 NF0463  HISTORY     - 1931     MONUMENTED       CGS
 NF0463  HISTORY     - 1948     GOOD             NGS
 NF0463  HISTORY     - 1979     GOOD             NGS
 NF0463  HISTORY     - 19941117 GOOD             MI-015
 NF0463  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF0463  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 NF0463
 NF0463                          STATION DESCRIPTION
 NF0463
 NF0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0463'5.1 MI SW FROM FREEPORT.
 NF0463'3.4 MILES WEST ALONG THE KENT-BARRY COUNTY LINE ROAD FROM THE
 NF0463'SCHOOL AT FREEPORT, THENCE ABOUT 0.7 MILE SOUTH ALONG A DIM ROAD,
 NF0463'ABOUT 0.3 MILE SOUTH AND ABOUT 0.7 MILE WEST ALONG GRAVEL ROADS,
 NF0463'AT THE TOP OF A GRADE, 53 FEET NORTHEAST AND ACROSS THE ROAD
 NF0463'FROM THE STATION MARK, 13 FEET EAST OF A 36-INCH OAK TREE, 17
 NF0463'FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE R/W FENCE LINE,
 NF0463'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0463'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0463'3 INCHES.
 NF0463
 NF0463                          STATION RECOVERY (1979)
 NF0463
 NF0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NF0463'ABOUT 0.2 MILE EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 NF0463'MIDDLEVILLE, THENCE ABOUT 3 MILES NORTHEAST ALONG RAPIDS STREET ALSO
 NF0463'KNOW AS WHITNEYVILLE ROAD, THENCE EAST ALONG PARAMLEE ROAD FOR 2.95
 NF0463'MILES TO THE MARK ON THE LEFT, NORTH SIDE OF ROAD, 15 FEET NORTH OF
 NF0463'CENTERLINE OF ROAD, 23 FEET EAST OF THE CENTERLINE OF A FIELD
 NF0463'ENTRANCE ROAD, 3 FEET NORTH OF THE NORTH EDGE OF THE ROAD PAVEMENT, 2
 NF0463'FEET SOUTH OF A METAL WITNESS POST, ABOUT 6 INCHES BELOW THE LEVEL OF
 NF0463'THE ROAD, IN THE TOP OF A CONCRETE POST.
 NF0463
 NF0463                          STATION RECOVERY (1994)
 NF0463
 NF0463'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0463'3 FEET NORTH OF NORTH EDGE OF BITUMINOUS ROADWAY, IN SHOULDER OF ROAD,
 NF0463'4 INCHES BELOW GRADE (SHOULDER GRAVEL) 8.5 FEET SOUTH OF CARSONITE
 NF0463'WITNESS POST, 53.8 FEET NORTHEAST OF STATION BARRY, 77.1 FEET
 NF0463'NORTHEAST OF STATION BARRY RM 3. EXCELLENT GPS POINT.
 NF0463
 NF0463                          STATION RECOVERY (1997)
 NF0463
 NF0463'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0463'MARK NOT FOUND.
 NF0463
 NF0463                          STATION RECOVERY (2004)
 NF0463
 NF0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1123 ***********************************************************************
 NF1123  DESIGNATION -  BARRY RM 3
 NF1123  PID         -  NF1123
 NF1123  STATE/COUNTY-  MI/BARRY
 NF1123  USGS QUAD   -  ALTO (1978)
 NF1123
 NF1123                         *CURRENT SURVEY CONTROL
 NF1123  ___________________________________________________________________
 NF1123* NAD 83(1986)-  42 45 15.     (N)    085 24 05.     (W)     SCALED    
 NF1123* NAVD 88     -       289.85   (meters)     950.9    (feet)  RESET     
 NF1123  ___________________________________________________________________
 NF1123  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF1123
 NF1123  VERT ORDER  -  THIRD
 NF1123
 NF1123.The horizontal coordinates were scaled from a topographic map and have
 NF1123.an estimated accuracy of +/- 6 seconds.
 NF1123
 NF1123.The orthometric height was computed from unverified reset data.
 NF1123.No vertical observational check was made to the station.
 NF1123
 NF1123.The geoid height was determined by GEOID03.
 NF1123
 NF1123;                    North         East    Units  Estimated Accuracy
 NF1123;SPC MI S     -   139,830.    3,915,300.      MT  (+/- 180 meters Scaled)
 NF1123
 NF1123                          SUPERSEDED SURVEY CONTROL
 NF1123
 NF1123  NGVD 29 (03/27/06)  289.98   (m)          951.4    (f) RESET       3  
 NF1123
 NF1123.Superseded values are not recommended for survey control.
 NF1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1123.See file dsdata.txt to determine how the superseded data were derived.
 NF1123
 NF1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN308347(NAD 83)
 NF1123_MARKER: DR = REFERENCE MARK DISK
 NF1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1123_STAMPING: BARRY 1931 NO 3 1979
 NF1123_MARK LOGO: NGS   
 NF1123_PROJECTION: PROJECTING 3 CENTIMETERS
 NF1123_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1123+STABILITY: SURFACE MOTION
 NF1123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1123+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF1123
 NF1123  HISTORY     - Date     Condition        Report By
 NF1123  HISTORY     - 1979     MONUMENTED       CGS
 NF1123  HISTORY     - 19941117 GOOD             MI-015
 NF1123  HISTORY     - 19970311 GOOD             USPSQD
 NF1123  HISTORY     - 20040417 GOOD             USPSQD
 NF1123
 NF1123                          STATION DESCRIPTION
 NF1123
 NF1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1979
 NF1123'4.5 MI NE FROM MIDDLEVILLE.
 NF1123'0.2 MILES EAST ALONG MAIN STREET FROM THE POST OFFICE, THENCE
 NF1123'NORTHEAST ALONG GRAND RAPIDS STREET, ALSO KNOWN AS WHITNEYVILLE ROAD
 NF1123'FOR 3 MILES, THENCE EAST ALONG PARMALEE ROAD FOR 2.95 MILES TO THE
 NF1123'MARK ON RIGHT, SOUTH SIDE OF ROAD, 28 FEET SOUTH OF CENTERLINE OF THE
 NF1123'ROAD, AND 1 FOOT NORTH OF A FENCELINE.
 NF1123'THE MARK IS 23 FT  SW FROM A WITNESS POST.
 NF1123'THE MARK IS 1.0 FT BELOW PARMAEE ROAD.
 NF1123
 NF1123                          STATION RECOVERY (1994)
 NF1123
 NF1123'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF1123'77.1 FEET SOUTHWEST OF BARRY RM 1, 24.5 FEET WEST OF STATION BARRY,
 NF1123'28.5 FEET SOUTH OF PAINTED CENTERLINE OF BITUMINOUS ROADWAY DIRECTLY
 NF1123'UNDERNEATH EAST-WEST FENCE CARSONITE WITNESS POST INSTALLED 3.0 FEET
 NF1123'WEST OF MARK COULD BE GOOD FOR GPS WITH SMALL AMOUNT OF CLEARING.
 NF1123
 NF1123                          STATION RECOVERY (1997)
 NF1123
 NF1123'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1123'RECOVERED IN GOOD CONDITION.
 NF1123
 NF1123                          STATION RECOVERY (2004)
 NF1123
 NF1123'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1495 ***********************************************************************
 NE1495  DESIGNATION -  BARTON
 NE1495  PID         -  NE1495
 NE1495  STATE/COUNTY-  MI/WASHTENAW
 NE1495  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE1495
 NE1495                         *CURRENT SURVEY CONTROL
 NE1495  ___________________________________________________________________
 NE1495* NAD 83(1994)-  42 19 26.68220(N)    083 46 11.88963(W)     ADJUSTED  
 NE1495* NAVD 88     -       303.1    (meters)     994.     (feet)  GPS OBS   
 NE1495  ___________________________________________________________________
 NE1495  X           -     512,545.752 (meters)                     COMP
 NE1495  Y           -  -4,695,142.364 (meters)                     COMP
 NE1495  Z           -   4,272,468.259 (meters)                     COMP
 NE1495  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 NE1495  ELLIP HEIGHT-         269.34  (meters)          (07/12/02) GPS OBS
 NE1495  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NE1495
 NE1495  HORZ ORDER  -  FIRST
 NE1495  ELLP ORDER  -  FOURTH    CLASS I
 NE1495
 NE1495.The horizontal coordinates were established by GPS observations
 NE1495.and adjusted by the National Geodetic Survey in February 1997..
 NE1495
 NE1495.The orthometric height was determined by GPS observations and a
 NE1495.high-resolution geoid model.
 NE1495
 NE1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1495
 NE1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1495
 NE1495.The ellipsoidal height was determined by GPS observations
 NE1495.and is referenced to NAD 83.
 NE1495
 NE1495.The geoid height was determined by GEOID03.
 NE1495
 NE1495;                    North         East     Units Scale Factor Converg.
 NE1495;SPC MI S     -    91,711.304 4,049,182.541   MT  0.99995448   +0 24 21.9
 NE1495;SPC MI S     -   300,890.10 13,284,719.62   iFT  0.99995448   +0 24 21.9
 NE1495;UTM  17      - 4,689,475.691   271,756.958   MT  1.00024102   -1 51 57.2
 NE1495
 NE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1495!SPC MI S     -   0.99995776  x   0.99995448  =   0.99991224
 NE1495!UTM  17      -   0.99995776  x   1.00024102  =   1.00019877
 NE1495
 NE1495:                Primary Azimuth Mark                     Grid Az
 NE1495:SPC MI S     -  MILFORD GMC PROVING GROUND TK            014 57 28.1
 NE1495:UTM  17      -  MILFORD GMC PROVING GROUND TK            017 13 47.2
 NE1495
 NE1495|---------------------------------------------------------------------|
 NE1495| PID    Reference Object                     Distance      Geod. Az  |
 NE1495|                                                           dddmmss.s |
 NE1495| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.28.3 KM 0152150.0 |
 NE1495| CH0783 BARTON AZ MK                                       0214626.3 |
 NE1495| NE1494 ST PATRICK CATH CHURCH SPIRE        APPROX. 4.1 KM 0222133.5 |
 NE1495| CH0784 BARTON RM 1                          59.872 METERS 09821     |
 NE1495| NE1496 N ANN ARBOR BARTON HILLS GC TK      389.066 METERS 11407     |
 NE1495| NE1474 YPSILANTI OLD NORMAL SCH SPIRE      APPROX.14.9 KM 1251753.0 |
 NE1495| NE1475 YPSILANTI MUNICIPAL STANDPIPE       APPROX.14.8 KM 1255959.3 |
 NE1495| NE1485 YPSILANTI WASHTENAW CC TANK         APPROX.13.1 KM 1321115.8 |
 NE1495| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX. 5.6 KM 1482947.3 |
 NE1495| NE1463 ANN ARBOR BURTON MEM CLOCK TWR      APPROX. 5.6 KM 1523111.7 |
 NE1495| NE1462 ANN ARBOR FIRST METH CH SPIRE       APPROX. 5.4 KM 1534805.8 |
 NE1495| CH0785 BARTON RM 2                          36.713 METERS 30743     |
 NE1495|---------------------------------------------------------------------|
 NE1495
 NE1495                          SUPERSEDED SURVEY CONTROL
 NE1495
 NE1495  ELLIP H (02/03/97)  269.37   (m)                       GP(       ) 4 1
 NE1495  NAD 83(1986)-  42 19 26.68819(N)    083 46 11.91553(W) AD(       ) 1
 NE1495  NAD 83(1986)-  42 19 26.68491(N)    083 46 11.91383(W) AD(       ) 1
 NE1495  NAD 27      -  42 19 26.55100(N)    083 46 12.12500(W) AD(       ) 1
 NE1495
 NE1495.Superseded values are not recommended for survey control.
 NE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1495.See file dsdata.txt to determine how the superseded data were derived.
 NE1495
 NE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7175789476(NAD 83)
 NE1495_MARKER: DS = TRIANGULATION STATION DISK
 NE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1495_STAMPING: BARTON 1932
 NE1495_MARK LOGO: CGS   
 NE1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1495+STABILITY: SURFACE MOTION
 NE1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1495+SATELLITE: SATELLITE OBSERVATIONS - August 09, 1993
 NE1495
 NE1495  HISTORY     - Date     Condition        Report By
 NE1495  HISTORY     - 1932     MONUMENTED       CGS
 NE1495  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NE1495  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NE1495  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NE1495  HISTORY     - 1980     GOOD             MIDH
 NE1495  HISTORY     - 19930809 GOOD             WOOLPT
 NE1495  HISTORY     - 19930810 GOOD             WOOLPT
 NE1495  HISTORY     - 19931101 GOOD             AYLENO
 NE1495
 NE1495                          STATION DESCRIPTION
 NE1495
 NE1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1495'ABOUT 3 MILES NNW OF ANN ARBOR, NEAR HIGHEST PART OF PROMINENT RIDGE
 NE1495'KNOWN AS BARTON HILLS, ON LINE OF ROW OF SMALL
 NE1495'TREES AT S EDGE OF BARTON HILLS COUNTRY CLUB GOLF COURSE, ABOUT 0.3
 NE1495'MILE NW OF CLUBHOUSE, DUE S OF FIRST BUNKER ON NO. 2 FAIRWAY,
 NE1495'88 FEET N OF LARGE PILE OF STONES,
 NE1495'AND 55 FEET NW OF ANGLE IN LINE OF TREES.  TO
 NE1495'REACH FROM COURTHOUSE
 NE1495'AT ANN ARBOR, GO W 1.0 MILE ON U.S. ROUTE 12 TO POINT WHERE
 NE1495'ROUTE M 132
 NE1495'FORKS TO RIGHT, PROCEED W 0.9 MILE ON ROUTE M 132 TO CROSSROADS
 NE1495'JUST W OF FAIR GROUNDS,
 NE1495'PROCEED N 1.9 MILES ON GRAVEL ROAD TO POINT
 NE1495'WHERE ROAD TURNS RIGHT, TURN RIGHT WITH
 NE1495'ROAD, TURN LEFT ACROSS RAILROAD
 NE1495'AND RIVER, CONTINUE 1.0 MILE ON MAIN-TRAVELED ROAD WINDING
 NE1495'UPHILL FROM
 NE1495'RIVER BRIDGE TO WATER TANK ON LEFT SIDE OF ROAD, TURN OFF
 NE1495'ROAD JUST TO E OF WATER
 NE1495'TANK, CONTINUE N ABOUT 200 FEET TO EDGE OF
 NE1495'GOLF COURSE, AND FOLLOW ALONG EDGE OF GOLF
 NE1495'COURSE NW ABOUT 0.2 MILE TO STATION SITE.
 NE1495'
 NE1495'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 NE1495'NOTES 1A AND 7A.
 NE1495'UPPER MARK PROJECTS 4 INCHES.  REFERENCE
 NE1495'AND AZIMUTH MARKS ARE BRONZE
 NE1495'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NE1495'
 NE1495'REFERENCE MARK 1 PROJECTS 5 INCHES, IS ON LINE WITH ROW OF SMALL
 NE1495'TREES AT S EDGE OF
 NE1495'GOLF COURSE, 50 FEET S OF TEE 2, AND 196.45 FEET
 NE1495'FROM STATION IN AZIMUTH 278 DEG 21
 NE1495'MIN.
 NE1495'
 NE1495'REFERENCE MARK 2 PROJECTS 2 INCHES, IS 2 FEET SW OF LINE OF
 NE1495'SMALL TREES, AND
 NE1495'120.43 FEET FROM STATION IN AZIMUTH 127 DEG 43 MIN.
 NE1495'
 NE1495'AZIMUTH MARK PROJECTS 6 INCHES, IS ABOUT 100 YARDS N OF N EDGE
 NE1495'OF BARTON HILLS
 NE1495'GOLF COURSE, 30 FEET W OF CENTER LINE OF GRAVEL ROAD,
 NE1495'48 FEET S OF CENTER LINE OF GRAVEL
 NE1495'ROAD, 1 FOOT W OF FENCE, 3 FEET S
 NE1495'OF E END OF GATE, AND APPROXIMATELY 0.4 MILE FROM
 NE1495'STATION IN AZIMUTH 201 DEG 46 MIN 21 SEC.
 NE1495'
 NE1495'AZIMUTH FROM STATION TO ANN ARBOR, UNIVERSITY OF MICHIGAN, POWER
 NE1495'PLANT STACK,
 NE1495'DISTANT APPROXIMATELY 0.3 MILE, IS 328 DEG 29 MIN 46 SEC, AND TO
 NE1495'BARTON HILLS COUNTRY CLUB,
 NE1495'FINIAL OF TANK, DISTANT APPROXIMATELY 0.2 MILE, 294 DEG 06 MIN 39
 NE1495'SEC.
 NE1495
 NE1495                          STATION RECOVERY (1943)
 NE1495
 NE1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1495'STATION WAS RECOVERED EXACTLY AS DESCRIBED BY H.C. WARWICK IN 1932.
 NE1495'ALL MARKS WERE FOUND IN GOOD CONDITION AND THE DISTANCES WERE
 NE1495'CHECKED AND FOUND CORRECT.  THE COMPLETE DESCRIPTION FOLLOWS-
 NE1495'
 NE1495'STATION IS LOCATED ABOUT 3.0 MILES NNW OF ANN ARBOR NEAR THE
 NE1495'HIGHEST PART OF A
 NE1495'PROMINENT RIDGE KNOWN AS BARTON HILLS.  THE MARK
 NE1495'IS SET IN A LINE OF SMALL MAPLE
 NE1495'TREES AT THE S EDGE OF THE BARTON
 NE1495'HILLS COUNTRY CLUB GOLF COURSE.  IT IS 0.3 MILE NW
 NE1495'OF THE CLUBHOUSE.
 NE1495'88 FEET N OF A LARGE PILE OF BOULDERS AND DUE S OF THE FIRST BUNKER
 NE1495'ON NO. 3 FAIRWAY.
 NE1495'THE DISK IS STAMPED BARTON 1932.  NOTES 1A AND 7A.
 NE1495'
 NE1495'REFERENCE MARK 1 IS 196.43 FEET ESE OF THE STATION ON LINE WITH
 NE1495'A ROW OF SMALL
 NE1495'TREES AT THE S EDGE OF THE GOLF COURSE AND 50 FEET S
 NE1495'OF TEE 2.  THE DISK IS STAMPED
 NE1495'BARTON NO 1 1932.  NOTE 11A.
 NE1495'
 NE1495'REFERENCE MARK 2 IS 120.45 FEET NW OF THE STATION, 2 FEET SW OF
 NE1495'A SMALL LINE OF
 NE1495'TREES.  THE DISK IS STAMPED BARTON NO 2 1932.  NOTE 11A.
 NE1495'
 NE1495'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NNE OF THE STATION.
 NE1495'IT IS ABOUT 100
 NE1495'YARDS N OF THE N EDGE OF THE GOLF COURSE.  IT IS IN
 NE1495'A FENCE CORNER AT A CURVE IN A
 NE1495'GRAVELED ROAD.  THE MARK IS 46 FEET
 NE1495'S OF THE ROAD RUNNING E AND W AND 30 FEET W OF
 NE1495'THE ROAD RUNNING N AND
 NE1495'S.  IT IS 3 FEET S OF THE E END OF A GATE AND 1 FOOT W OF THE
 NE1495'FENCE.  THE DISK
 NE1495'IS STAMPED BARTON 1932.
 NE1495'
 NE1495'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND
 NE1495'12 IN N ANN ARBOR,
 NE1495'GO N ON U.S. ROUTE 23 FOR 1.4 MILES TO BEAR SHORE
 NE1495'DRIVE ON THE LEFT, TURN LEFT AND GO
 NE1495'1.5 MILES TO THE JUNCTION OF
 NE1495'SPRING VALLEY ROAD.  TURN LEFT ON SPRING VALLEY ROAD
 NE1495'AND GO 0.3 MILE
 NE1495'TO THE BARTON HILLS COUNTRY CLUBHOUSE.  FROM HERE GO NW ALONG THE S
 NE1495'EDGE OF THE GOLF
 NE1495'COURSE FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (1949)
 NE1495
 NE1495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 NE1495'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 NE1495'WERE FOUND IN VERY
 NE1495'GOOD CONDITION.  THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND
 NE1495'FOUND TO BE CORRECT.  THE STATION WAS
 NE1495'NOT OCCUPPIED AT THIS TIME.
 NE1495
 NE1495                          STATION RECOVERY (1980)
 NE1495
 NE1495'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1495'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NE1495'DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE EXCEPT FOR THE
 NE1495'FOLLOWING ITEM.  THE  BUNKER ON THE THIRD FAIR WAY NO LONGER EXISTS.
 NE1495'THE STATION IS NORTH WEST FROM THE TEE AREA FOR THE SECOND HOLE.
 NE1495
 NE1495                          STATION RECOVERY (1993)
 NE1495
 NE1495'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 NE1495'RECOVERED AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (1993)
 NE1495
 NE1495'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1495'RECOVERED AS DESCRIBED.
 NE1495
 NE1495                          STATION RECOVERY (1993)
 NE1495
 NE1495'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1651 ***********************************************************************
 RL1651  DESIGNATION -  BASS
 RL1651  PID         -  RL1651
 RL1651  STATE/COUNTY-  MI/ONTONAGON
 RL1651  USGS QUAD   -  ALDRIDGE CREEK (1981)
 RL1651
 RL1651                         *CURRENT SURVEY CONTROL
 RL1651  ___________________________________________________________________
 RL1651* NAD 83(1994)-  46 37 58.32121(N)    089 43 35.05808(W)     ADJUSTED  
 RL1651* NAVD 88     -       536.     (meters)    1759.     (feet)  SCALED    
 RL1651  ___________________________________________________________________
 RL1651  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 RL1651  GEOID HEIGHT-         -30.62  (meters)                     GEOID03
 RL1651
 RL1651  HORZ ORDER  -  FIRST
 RL1651
 RL1651.The horizontal coordinates were established by classical geodetic methods
 RL1651.and adjusted by the National Geodetic Survey in February 1997..
 RL1651
 RL1651.The orthometric height was scaled from a topographic map.
 RL1651
 RL1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1651
 RL1651.The geoid height was determined by GEOID03.
 RL1651
 RL1651;                    North         East     Units Scale Factor Converg.
 RL1651;SPC MI N     -   209,156.398 7,791,282.051   MT  0.99992121   -1 58 14.2
 RL1651;SPC MI N     -   686,208.65 25,561,948.99   iFT  0.99992121   -1 58 14.2
 RL1651;UTM  16      - 5,167,978.123   291,312.354   MT  1.00013533   -1 58 57.8
 RL1651
 RL1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1651!SPC MI N     -   0.99992079  x   0.99992121  =   0.99984200
 RL1651!UTM  16      -   0.99992079  x   1.00013533  =   1.00005611
 RL1651
 RL1651:                Primary Azimuth Mark                     Grid Az
 RL1651:SPC MI N     -  BERGLAND                                 068 40 28.6
 RL1651:UTM  16      -  BERGLAND                                 068 41 12.2
 RL1651
 RL1651|---------------------------------------------------------------------|
 RL1651| PID    Reference Object                     Distance      Geod. Az  |
 RL1651|                                                           dddmmss.s |
 RL1651| RL1366 BERGLAND                            APPROX.12.4 KM 0664214.4 |
 RL1651| CJ1840 BASS RM 1                            21.638 METERS 07612     |
 RL1651| RL1654 PORCUPINE LOOKOUT TOWER             APPROX.11.0 KM 2995016.4 |
 RL1651| CJ1841 BASS RM 2                            21.866 METERS 30534     |
 RL1651|---------------------------------------------------------------------|
 RL1651
 RL1651                          SUPERSEDED SURVEY CONTROL
 RL1651
 RL1651  NAD 83(1994)-  46 37 58.31883(N)    089 43 35.05331(W) AD(       ) 1
 RL1651  NAD 83(1986)-  46 37 58.31704(N)    089 43 35.05405(W) AD(       ) 1
 RL1651  NAD 27      -  46 37 58.50700(N)    089 43 34.47800(W) AD(       ) 1
 RL1651
 RL1651.Superseded values are not recommended for survey control.
 RL1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1651.See file dsdata.txt to determine how the superseded data were derived.
 RL1651
 RL1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9131267978(NAD 83)
 RL1651_MARKER: DS = TRIANGULATION STATION DISK
 RL1651_SETTING: 0 = UNSPECIFIED SETTING
 RL1651
 RL1651  HISTORY     - Date     Condition        Report By
 RL1651  HISTORY     - 1939     MONUMENTED       CGS
 RL1651  HISTORY     - 1952     GOOD             CGS
 RL1651  HISTORY     - 1977     GOOD             NGS
 RL1651
 RL1651                          STATION DESCRIPTION
 RL1651
 RL1651'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1651'EIGHT MILES WEST-NORTHWEST OF BERGLAND, 6 MILES NORTH OF
 RL1651'JACKS SPUR, WHICH IS A SMALL SETTLEMENT ON STATE HIGHWAY 28,
 RL1651'2 MILES EAST-NORTHEAST OF BASS LAKE, 1.5 MILES EAST OF CLARK
 RL1651'LAKE, AND APPROXIMATELY AT THE CORNER BETWEEN SECTIONS 13 AND
 RL1651'24, T. 49 N., R. 44 W. AND SECTIONS 18 AND 19, T. 49 N., R.
 RL1651'43 W.  IT IS ON A SMALL RIDGE EXTENDING SOUTHWEST AND NORTHEAST,
 RL1651'13 FEET EAST OF A TRIANGULAR-BLAZED MAPLE TREE AND 14 FEET
 RL1651'NORTH-NORTHEAST OF ANOTHER TRIANGULAR-BLAZED MAPLE TREE.  THE
 RL1651'SURFACE MARK IS A STANDARD BRONZE DISK STAMPED BASS 1939 SET
 RL1651'IN CONCRETE IN THE TOP OF A 4-INCH, WHITE-PAINTED, CAST IRON
 RL1651'PIPE WHICH PROJECTS 2.5 FEET ABOVE THE GROUND.
 RL1651'
 RL1651'TO REACH FROM THE POST OFFICE IN WAKEFIELD, GO EAST ON STATE
 RL1651'HIGHWAY 28 FOR 11.2 MILES TO A T-ROAD ON THE LEFT, TURN LEFT
 RL1651'AND GO NORTH ON A GRAVEL ROAD FOR 0.75 MILE TO THE END OF THE
 RL1651'GRAVEL ROAD AND A GATE IN THE WEST FENCE LINE AT A SMALL CABIN,
 RL1651'TURN LEFT THROUGH THE GATE AND FOLLOW A WAGON ROAD WEST FOR
 RL1651'0.3 MILE TO AN ABANDONED RAILROAD GRADE, TURN RIGHT (NORTH)
 RL1651'AND FOLLOW THE ABANDONED RAILROAD GRADE, BEARING ALWAYS TO
 RL1651'THE NORTH, FOR APPROXIMATELY 2.0 MILES TO AN OLD BRIDGE AND
 RL1651'THE END OF TRUCK TRAVEL.  HERE CONTINUE NORTHERLY ON THE SAME
 RL1651'RAILROAD GRADE FOR APPROXIMATELY 2.0 MILES TO THE END OF THE
 RL1651'RAILROAD GRADE AT A SMALL CLEARING AND A CAMP SITE AT THE
 RL1651'EDGE OF THE VIRGIN TIMBER, CONTINUE NORTHEAST ON A TRAIL FOR
 RL1651'115 PACES TO A SMALL CREEK AND THE BEGINNING OF A BLAZED
 RL1651'TRACTOR TRAIL WHICH IS APPROXIMATELY 10 CHAINS WEST OF THE
 RL1651'SOUTHWEST CORNER OF SEC. 25, T. 49 N., R. 44 W., THEN
 RL1651'FOLLOW THE BLAZED TRACTOR TRAIL WHICH BEARS TO THE NORTHEAST
 RL1651'FOR APPROXIMATELY 2.7 MILES TO THE TOP OF A SMALL RIDGE AND
 RL1651'THE STATION.
 RL1651'
 RL1651'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, AT THE
 RL1651'SOUTH EDGE OF THE RIDGE.  THE MARK IS A STANDARD REFERENCE
 RL1651'MARK DISK SET IN CONCRETE IN THE TOP OF A 4-INCH, WHITE-PAINTED,
 RL1651'CAST IRON PIPE WHICH PROJECTS 2.5 FEET ABOVE THE GROUND AND
 RL1651'IS STAMPED BASS NO 1 1939.
 RL1651'
 RL1651'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION.  THE MARK IS
 RL1651'A STANDARD REFERENCE MARK DISK SET IN CONCRETE IN THE TOP OF
 RL1651'A 4-INCH, WHITE-PAINTED, CAST IRON PIPE WHICH PROJECTS 2.5 FEET
 RL1651'ABOVE THE GROUND AND IS STAMPED BASS NO 2 1939.
 RL1651'
 RL1651'HEAVY TIMBER PREVENTED THE ESTABLISHMENT OF AN AZIMUTH MARK
 RL1651'AT THIS STATION.
 RL1651'
 RL1651'AN 87-FOOT TOWER WILL CLEAR ALL LINES.
 RL1651'
 RL1651'MR. JOHN COX OF THOMASTON, MICHIGAN CAN DIRECT FUTURE PARTIES
 RL1651'INTO THE STATION.  HIS POST OFFICE ADDRESS IS WAKEFIELD,
 RL1651'MICHIGAN.  HIS TRACTOR WAS USED TO HAUL THE TOWER AND OBSERVING
 RL1651'EQUIPMENT TO AND FROM THE STATION.
 RL1651'
 RL1651'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL1651
 RL1651                          STATION RECOVERY (1952)
 RL1651
 RL1651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RL1651'AN ATTEMPT WAS MADE TO LOCATE THIS STATION BY THE OLD DESCRIPTION,
 RL1651'ABOUT A HALF OF A DAY WAS SPENT TRYING TO LOCATE THE WAY TO
 RL1651'THE STATION WITH NO SUCCESS.
 RL1651'
 RL1651'MR. JOHN COX WHO HAULED THE TOWER IN 1939 WHEN STATION WAS
 RL1651'BUILT WAS SEEN AND HE STATED A NEW ROAD WAS NOW TO THE EAST
 RL1651'SIDE OF THE HILL AND THAT BY GOING IN THIS WAY THE STATION
 RL1651'COULD BE REACHED TO WITHIN ABOUT ONE MILE OF THE TOP, AND
 RL1651'WOULD NOW BE A SHORTER AND BETTER WAY TO REACH STATION.
 RL1651
 RL1651                          STATION RECOVERY (1977)
 RL1651
 RL1651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1651'NO AZIMUTH MARK WAS SET.
 RL1651'
 RL1651'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AS DESCRIBED, THE
 RL1651'AREA NOW IS IN HEAVY TIMBER.  THE STATION COULD BE REACH IN A LARGE
 RL1651'FOUR-WHEEL DRIVE TRUCK.  A NEW TO REACH FOLLOWS.
 RL1651'
 RL1651'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 28 AND 64 IN BERGLAND,
 RL1651'GO WEST ON STATE HIGHWAYS 28 AND 64 FOR 4.35 MILE TO THE
 RL1651'INTERSECTIONS OF STATE HIGHWAYS 28 AND 64.  CONTINUE SOUTH ON STATE
 RL1651'HIGHWAY 28 FOR 1.55 MILE TO AN OFF SET CROSS ROADS.  TURN RIGHT ON
 RL1651'BLADED ROAD FOR 3.7 MILES TO A FORK.  KEEP LEFT FORK MAIN ROAD FOR
 RL1651'0.3 MILE TO A FORK.  KEEP LEFT FORK MAIN ROAD FOR 1.2 MILES TO
 RL1651'A DIRT SIDE ROAD LEFT, CONTINUE AHEAD FOR 0.4 MILE TO A TRACK
 RL1651'SIDE ROAD LEFT (A FOUR-WHEEL DRIVE TRUCK WILL BE REQUIRED)
 RL1651'FOR ABOUT 0.05 MILE PASSING A SMALL SWAMP, TO A SMALL RIDGE
 RL1651'AND THE STATION SITE.
 RL1651'
 RL1651'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RL1651'
 RL1651'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 RL1651'WEST-NORTHWEST OF BERGLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5435 ***********************************************************************
 AH5435  DESIGNATION -  BASS
 AH5435  PID         -  AH5435
 AH5435  STATE/COUNTY-  MI/CHIPPEWA
 AH5435  USGS QUAD   -  LIME ISLAND (1994)
 AH5435
 AH5435                         *CURRENT SURVEY CONTROL
 AH5435  ___________________________________________________________________
 AH5435* NAD 83(1994)-  46 06 17.90472(N)    083 59 50.33532(W)     ADJUSTED  
 AH5435* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5435  ___________________________________________________________________
 AH5435  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AH5435  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 AH5435
 AH5435  HORZ ORDER  -  THIRD
 AH5435
 AH5435.The horizontal coordinates were established by classical geodetic methods
 AH5435.and adjusted by the National Geodetic Survey in November 1998..
 AH5435
 AH5435.The orthometric height was scaled from a topographic map.
 AH5435
 AH5435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5435
 AH5435.The geoid height was determined by GEOID03.
 AH5435
 AH5435;                    North         East     Units Scale Factor Converg.
 AH5435;SPC MI N     -   151,288.343 8,232,080.682   MT  0.99990777   +2 10 13.1
 AH5435;SPC MI N     -   496,352.83 27,008,138.72   iFT  0.99990777   +2 10 13.1
 AH5435;UTM  17      - 5,110,079.061   268,354.182   MT  1.00025969   -2 09 39.1
 AH5435;UTM  16      - 5,110,094.732   732,060.765   MT  1.00026206   +2 09 53.0
 AH5435
 AH5435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5435!SPC MI N     -   0.99997787  x   0.99990777  =   0.99988564
 AH5435!UTM  17      -   0.99997787  x   1.00025969  =   1.00023755
 AH5435!UTM  16      -   0.99997787  x   1.00026206  =   1.00023992
 AH5435
 AH5435                          SUPERSEDED SURVEY CONTROL
 AH5435
 AH5435.No superseded survey control is available for this station.
 AH5435
 AH5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6835410079(NAD 83)
 AH5435_MARKER: DD = SURVEY DISK
 AH5435_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5435+WITH SETTING: PAVEMENT
 AH5435_PROJECTION: FLUSH
 AH5435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5435+STABILITY: SURFACE MOTION
 AH5435
 AH5435  HISTORY     - Date     Condition        Report By
 AH5435  HISTORY     - 1988     MONUMENTED       NOS
 AH5435
 AH5435                          STATION DESCRIPTION
 AH5435
 AH5435'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5435'THE STATION IS LOCATED ON BASS ISLAND SOUTH OF HAY POINT ON THE LOWER
 AH5435'ST MARYS RIVER.
 AH5435'TO REACH THE STATION FROM THE RABER BOAT RAMP IN RABER BAY GO
 AH5435'EAST-NORTHEAST FOR APPROXIMATELY 3.5 MILES TO BASS ISLAND AND THE
 AH5435'STATION ON THE NORTH TIP OF THE ISLAND.
 AH5435'THE STATION IS A STANDARD NOS DISK STAMPED---BASS 1988---, SET INTO A
 AH5435'DRILL HOLE IN A ROCK.  IT IS LOCATED 16.0 METERS (52.5 FEET) SOUTH OF
 AH5435'THE NORTH SHORELINE, 11.0 METERS (36.1 FEET) EAST OF THE WEST
 AH5435'SHORELINE, AND 4.72 METERS (15.49 FEET) NORTHEAST FROM A SHALLOW DRILL
 AH5435'HOLE IN A 3.5 FOOT DIAMETER ROCK.
 AH5435'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5435'DESCRIBED BY B A LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0071 ***********************************************************************
 RH0071  DESIGNATION -  BASS REEF RIC+068
 RH0071  PID         -  RH0071
 RH0071  STATE/COUNTY-  MI/CHIPPEWA
 RH0071  USGS QUAD   -  LIME ISLAND (1994)
 RH0071
 RH0071                         *CURRENT SURVEY CONTROL
 RH0071  ___________________________________________________________________
 RH0071* NAD 83(1994)-  46 06 15.99664(N)    083 59 51.73741(W)     ADJUSTED  
 RH0071* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 RH0071  ___________________________________________________________________
 RH0071  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 RH0071  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RH0071
 RH0071  HORZ ORDER  -  SECOND
 RH0071
 RH0071.The horizontal coordinates were established by classical geodetic methods
 RH0071.and adjusted by the National Geodetic Survey in February 1997..
 RH0071
 RH0071.The NAVD 88 height was computed by applying the VERTCON shift value to
 RH0071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RH0071
 RH0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0071
 RH0071.The geoid height was determined by GEOID03.
 RH0071
 RH0071;                    North         East     Units Scale Factor Converg.
 RH0071;SPC MI N     -   151,228.337 8,232,052.825   MT  0.99990779   +2 10 12.1
 RH0071;SPC MI N     -   496,155.96 27,008,047.33   iFT  0.99990779   +2 10 12.1
 RH0071;UTM  17      - 5,110,021.310   268,321.861   MT  1.00025988   -2 09 40.0
 RH0071;UTM  16      - 5,110,034.707   732,032.891   MT  1.00026190   +2 09 51.9
 RH0071
 RH0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0071!SPC MI N     -   0.99997786  x   0.99990779  =   0.99988565
 RH0071!UTM  17      -   0.99997786  x   1.00025988  =   1.00023774
 RH0071!UTM  16      -   0.99997786  x   1.00026190  =   1.00023976
 RH0071
 RH0071                          SUPERSEDED SURVEY CONTROL
 RH0071
 RH0071  NAD 83(1986)-  46 06 15.98604(N)    083 59 51.73071(W) AD(       ) 2
 RH0071  NGVD 29 (05/22/90)  177.8    (m)          583.     (f) VERT ANG       
 RH0071
 RH0071.Superseded values are not recommended for survey control.
 RH0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0071.See file dsdata.txt to determine how the superseded data were derived.
 RH0071
 RH0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6832210021(NAD 83)
 RH0071_MARKER: DS = TRIANGULATION STATION DISK
 RH0071_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0071+WITH SETTING: INFORMATION.
 RH0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0071
 RH0071  HISTORY     - Date     Condition        Report By
 RH0071  HISTORY     - 1988     MONUMENTED       USE
 RH0071
 RH0071                          STATION DESCRIPTION
 RH0071
 RH0071'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0071'THE STATION IS LOCATED ABOUT 50.7 KM (31.5 MI) SOUTH-SOUTHEAST OF
 RH0071'SAULT STE MARIE, 48.4 KM (30.1 MI) EAST-SOUTHEAST OF RUDYARD, 14.8
 RH0071'KM ((9.2 MI) NORTHWEST OF DETOUR VILLAGE ON BASS REEF ISLAND IN
 RH0071'GOVT
 RH0071'LOT 1, SECTION 24, T43N-R3E.
 RH0071'OWNERSHIP---SSSS
 RH0071'
 RH0071'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH
 RH0071'FOR 1.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN
 RH0071'AND GO FOR 2.7 KM (1.7 MI) ON NORTH RABER ROAD TO A 90 DEGREE TURN
 RH0071'TO THE LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC
 RH0071'BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 45 MINUTES
 RH0071'ACROSS THE ST MARYS RIVER TO BASS REEF ISLAND WHERE THE STATION IS
 RH0071'LOCATED.
 RH0071'
 RH0071'THE STATION IS A STANDARD COE DISK THAT IS
 RH0071'STAMPED---RIC-068---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH
 RH0071'THE GROUND AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND
 RH0071'LOCATED ON THE SOUTHERLY END OF THE ISLAND APPROXIMATELY 27.4 METERS
 RH0071'(90 FT) FROM THE
 RH0071'SOUTH SHORE, 16.2 METERS (53 FT) FROM THE WEST SHORE AND 13.1 METERS
 RH0071'(43 FT) FROM THE EAST SHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1664 ***********************************************************************
 RL1664  DESIGNATION -  BATES RESET
 RL1664  PID         -  RL1664
 RL1664  STATE/COUNTY-  MI/IRON
 RL1664  USGS QUAD   -  GAASTRA (1944)
 RL1664
 RL1664                         *CURRENT SURVEY CONTROL
 RL1664  ___________________________________________________________________
 RL1664* NAD 83(1994)-  46 06 06.01234(N)    088 32 23.56846(W)     ADJUSTED  
 RL1664* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 RL1664  ___________________________________________________________________
 RL1664  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 RL1664  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 RL1664
 RL1664  HORZ ORDER  -  FIRST
 RL1664
 RL1664.The horizontal coordinates were established by classical geodetic methods
 RL1664.and adjusted by the National Geodetic Survey in February 1997..
 RL1664
 RL1664.The orthometric height was scaled from a topographic map.
 RL1664
 RL1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1664
 RL1664.The geoid height was determined by GEOID03.
 RL1664
 RL1664;                    North         East     Units Scale Factor Converg.
 RL1664;SPC MI N     -   147,681.486 7,880,952.919   MT  0.99990795   -1 06 46.8
 RL1664;SPC MI N     -   484,519.31 25,856,144.75   iFT  0.99990795   -1 06 46.8
 RL1664;UTM  16      - 5,106,496.423   380,982.628   MT  0.99977413   -1 06 35.0
 RL1664
 RL1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1664!SPC MI N     -   0.99992057  x   0.99990795  =   0.99982853
 RL1664!UTM  16      -   0.99992057  x   0.99977413  =   0.99969472
 RL1664
 RL1664|---------------------------------------------------------------------|
 RL1664| PID    Reference Object                     Distance      Geod. Az  |
 RL1664|                                                           dddmmss.s |
 RL1664| RL1564 BATES RM 1                           15.250 METERS 00525     |
 RL1664| RL1556 CRYSTAL                             APPROX.13.6 KM 0933921.6 |
 RL1664| RL1666 BATES RM 2                           32.062 METERS 09624     |
 RL1664| RL1571 CASPIAN WIKB RADIO MAST             APPROX. 8.7 KM 2414738.8 |
 RL1664| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX. 5.6 KM 2615705.7 |
 RL1664|---------------------------------------------------------------------|
 RL1664
 RL1664                          SUPERSEDED SURVEY CONTROL
 RL1664
 RL1664  NAD 83(1994)-  46 06 06.01178(N)    088 32 23.56639(W) AD(       ) 1
 RL1664  NAD 83(1986)-  46 06 06.00912(N)    088 32 23.55468(W) AD(       ) 1
 RL1664
 RL1664.Superseded values are not recommended for survey control.
 RL1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1664.See file dsdata.txt to determine how the superseded data were derived.
 RL1664
 RL1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8098306496(NAD 83)
 RL1664_MARKER: DS = TRIANGULATION STATION DISK
 RL1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1664_SP_SET: CONCRETE POST
 RL1664_STAMPING: BATES 1954 1988
 RL1664_MARK LOGO: NGS   
 RL1664_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1664+STABILITY: POSITION/ELEVATION WELL
 RL1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1664+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1988
 RL1664
 RL1664  HISTORY     - Date     Condition        Report By
 RL1664  HISTORY     - 19880712 MONUMENTED       NGS
 RL1664  HISTORY     - 19950207 GOOD             LOCENG
 RL1664
 RL1664                          STATION DESCRIPTION
 RL1664
 RL1664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 RL1664'THE STATION IS LOCATED IN QUAD. 460883, 9.7 KM (6.0 MI) EAST OF IRON
 RL1664'RIVER, 3.2 KM (2.0 MI) EAST OF BATES AND AT THE SITE OF THE OLD BATES
 RL1664'FOREST SERVICE LOOKOUT TOWER, NOW BEING USED FOR SATELITE
 RL1664'COMMUNICATION, ETC.  THERE ARE SEVERAL RADIO TOWERS THERE AT THE
 RL1664'SITE.
 RL1664'TO REACH THE STATION FROM BATES, AT THE PUBLIC SCHOOL, GO EAST ON U.S.
 RL1664'HIGHWAY 2 FOR 3.64 KM (2.26 MI) TO A SIDE ROAD RIGHT, OLD HIGHWAY 2.
 RL1664'TURN SHARP RIGHT AND GO SOUTH FOR 0.35 KM (0.22 MI) TO A GRAVEL SIDE
 RL1664'ROAD LEFT, BATES TOWER ROAD.  TURN LEFT AND GO EAST AND SOUTH FOR
 RL1664'0.48 KM (0.30 MI) TO A GATE.  PASS THRU GATE AND CONTINUE EAST FOR
 RL1664'0.12 KM (0.07 MI) TO THE OLD LOOKOUT TOWER AND THE STATION.
 RL1664'THE STATION WAS RECOVERED WITH THE DISK REMOVED, BUT THE STEM IN PLACE
 RL1664'AND THE MONUMENT STILL INTACT.  THIS POINT WAS HELD FIXED AND A DISK
 RL1664'WAS SET INTO A DRILL HOLE IN THE EXISTING MONUMENT.
 RL1664'THE MARK IS SET FLUSH WITH THE GROUND.  IT IS LOCATED ABOUT 12.5 M
 RL1664'(41.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEAST LEG AND 12.2 M
 RL1664'(40.0 FT) SOUTH FROM THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 RL1664'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RL1664
 RL1664                          STATION RECOVERY (1995)
 RL1664
 RL1664'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RL1664'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1564 ***********************************************************************
 RL1564  DESIGNATION -  BATES RM 1
 RL1564  PID         -  RL1564
 RL1564  STATE/COUNTY-  MI/IRON
 RL1564  USGS QUAD   -  GAASTRA (1944)
 RL1564
 RL1564                         *CURRENT SURVEY CONTROL
 RL1564  ___________________________________________________________________
 RL1564* NAD 83(1994)-  46 06 06.50405(N)    088 32 23.50136(W)     ADJUSTED  
 RL1564* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 RL1564  ___________________________________________________________________
 RL1564  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 RL1564  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 RL1564
 RL1564  HORZ ORDER  -  SECOND
 RL1564
 RL1564.The horizontal coordinates were established by classical geodetic methods
 RL1564.and adjusted by the National Geodetic Survey in February 1997..
 RL1564
 RL1564.The orthometric height was scaled from a topographic map.
 RL1564
 RL1564.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1564
 RL1564.The geoid height was determined by GEOID03.
 RL1564
 RL1564;                    North         East     Units Scale Factor Converg.
 RL1564;SPC MI N     -   147,696.636 7,880,954.655   MT  0.99990794   -1 06 46.8
 RL1564;SPC MI N     -   484,569.02 25,856,150.44   iFT  0.99990794   -1 06 46.8
 RL1564;UTM  16      - 5,106,511.571   380,984.362   MT  0.99977413   -1 06 35.0
 RL1564
 RL1564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1564!SPC MI N     -   0.99992057  x   0.99990794  =   0.99982852
 RL1564!UTM  16      -   0.99992057  x   0.99977413  =   0.99969472
 RL1564
 RL1564                          SUPERSEDED SURVEY CONTROL
 RL1564
 RL1564  NAD 83(1994)-  46 06 06.50349(N)    088 32 23.49929(W) AD(       ) 2
 RL1564  NAD 83(1986)-  46 06 06.50083(N)    088 32 23.48758(W) AD(       ) 2
 RL1564  NAD 27      -  46 06 06.67171(N)    088 32 23.01591(W) AD(       ) 2
 RL1564
 RL1564.Superseded values are not recommended for survey control.
 RL1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1564.See file dsdata.txt to determine how the superseded data were derived.
 RL1564
 RL1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8098406512(NAD 83)
 RL1564_MARKER: DS = TRIANGULATION STATION DISK
 RL1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1564_SP_SET: SQUARE CONCRETE MONUMENT
 RL1564_STAMPING: BATES NO 1 1954
 RL1564_MARK LOGO: CGS   
 RL1564_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1564+STABILITY: SURFACE MOTION
 RL1564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1564+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1988
 RL1564
 RL1564  HISTORY     - Date     Condition        Report By
 RL1564  HISTORY     - 1954     MONUMENTED       CGS
 RL1564  HISTORY     - 1954     GOOD             CGS
 RL1564  HISTORY     - 19880713 SEE DESCRIPTION  NGS
 RL1564  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL1564
 RL1564                          STATION DESCRIPTION
 RL1564
 RL1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1564'THE STATION IS LOCATED ABOUT 6 MILES EAST OF IRON RIVER AND
 RL1564'2 MILES EAST OF BATES.  IT IS A 4 LEGGED STEEL STRUCTURE
 RL1564'ABOUT 115 FEET HIGH AND HAS A WOODEN LOOKOUT CAGE ON TOP.
 RL1564'BATES R.M. NO 1 1954 IS SET AT THE CENTER OF THE BASE OF THE
 RL1564'TOWER.  A TRAVERSE CONNECTION WAS MADE FROM BATES 1954 TO R.M.
 RL1564'NO. 1 AND THE DISTANCE IS 15.250 METERS (50.03 FEET) NORTH.
 RL1564'
 RL1564'TO REACH THE STATION FROM BATES, FROM THE PUBLIC SCHOOL, GO
 RL1564'EAST ON U.S. HIGHWAY 2 FOR 2.05 MILES TO A PAVED SIDE ROAD
 RL1564'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO A GRAVEL
 RL1564'SIDE ROAD LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 0.2 MILE
 RL1564'TO A FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.15 MILE TO THE
 RL1564'STATION AS DESCRIBED.
 RL1564
 RL1564                          STATION RECOVERY (1954)
 RL1564
 RL1564'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RL1564'RECOVERED IN GOOD CONDITION.
 RL1564
 RL1564                          STATION RECOVERY (1988)
 RL1564
 RL1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RL1564'THIS STATION LOCATED IN QUAD. 460883.  IT IS NOW UNDERNEATH A SMALL
 RL1564'BUILDING BUILT UNDERNEATH THE OLD FOREST LOOKOUT TOWER AND WAS
 RL1564'UN-RECOVERABLE AT THIS TIME.
 RL1564'TO REACH THE STATION FROM BATES, FROM THE PUBLIC SCHOOL, GO
 RL1564'EAST ON U.S. HIGHWAY 2 FOR 2.05 MILES TO A PAVED SIDE ROAD
 RL1564'RIGHT, TURN RIGHT AND GO SOUTH FOR 0.35 MILE TO A GRAVEL
 RL1564'SIDE ROAD LEFT, TURN LEFT AND GO EAST AND SOUTH FOR 0.2 MILE
 RL1564'TO A FORK, TAKE THE LEFT FORK AND GO EAST FOR 0.15 MILE TO THE
 RL1564'STATION AS DESCRIBED.
 RL1564'RECOVERY BY R.L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RL1564
 RL1564                          STATION RECOVERY (2002)
 RL1564
 RL1564'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1572 ***********************************************************************
 NF1572  DESIGNATION -  BATTLE
 NF1572  PID         -  NF1572
 NF1572  STATE/COUNTY-  MI/EATON
 NF1572  USGS QUAD   -  CHARLOTTE (1980)
 NF1572
 NF1572                         *CURRENT SURVEY CONTROL
 NF1572  ___________________________________________________________________
 NF1572* NAD 83(1994)-  42 31 06.47711(N)    084 50 13.07441(W)     ADJUSTED  
 NF1572* NAVD 88     -       286.1    (meters)     939.     (feet)  GPS OBS   
 NF1572  ___________________________________________________________________
 NF1572  X           -     423,714.233 (meters)                     COMP
 NF1572  Y           -  -4,689,352.486 (meters)                     COMP
 NF1572  Z           -   4,288,397.268 (meters)                     COMP
 NF1572  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 NF1572  ELLIP HEIGHT-         252.17  (meters)          (07/17/02) GPS OBS
 NF1572  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1572
 NF1572  HORZ ORDER  -  FIRST
 NF1572  ELLP ORDER  -  FOURTH    CLASS I
 NF1572
 NF1572.The horizontal coordinates were established by classical geodetic methods
 NF1572.and adjusted by the National Geodetic Survey in February 1997..
 NF1572
 NF1572.The orthometric height was determined by GPS observations and a
 NF1572.high-resolution geoid model.
 NF1572
 NF1572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1572
 NF1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1572
 NF1572.The ellipsoidal height was determined by GPS observations
 NF1572.and is referenced to NAD 83.
 NF1572
 NF1572.The geoid height was determined by GEOID03.
 NF1572
 NF1572;                    North         East     Units Scale Factor Converg.
 NF1572;SPC MI S     -   113,236.499 3,961,356.323   MT  0.99992723   -0 19 12.2
 NF1572;SPC MI S     -   371,510.82 12,996,575.86   iFT  0.99992723   -0 19 12.2
 NF1572;UTM  16      - 4,709,610.722   677,679.632   MT  0.99998843   +1 27 44.0
 NF1572
 NF1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1572!SPC MI S     -   0.99996045  x   0.99992723  =   0.99988769
 NF1572!UTM  16      -   0.99996045  x   0.99998843  =   0.99994888
 NF1572
 NF1572|---------------------------------------------------------------------|
 NF1572| PID    Reference Object                     Distance      Geod. Az  |
 NF1572|                                                           dddmmss.s |
 NF1572| CH0786 BATTLE RM 1                          24.502 METERS 01805     |
 NF1572| NF1567 BATTLE AZ MK 1976                   APPROX. 0.6 KM 1734648.2 |
 NF1572| NF1418 OLIVET MUN TANK                     APPROX.11.1 KM 2183707.8 |
 NF1572| CH0787 BATTLE RM 2                          27.645 METERS 24245     |
 NF1572| NF1413 BELLEVUE GRAND TRUNK MICROWAVE      APPROX. 8.8 KM 2435711.8 |
 NF1572| NF1574 CHARLOTTE MUN TANK                  APPROX. 5.8 KM 3585855.1 |
 NF1572|---------------------------------------------------------------------|
 NF1572
 NF1572                          SUPERSEDED SURVEY CONTROL
 NF1572
 NF1572  ELLIP H (02/03/97)  252.12   (m)                       GP(       ) 4 1
 NF1572  NAD 83(1986)-  42 31 06.47586(N)    084 50 13.09125(W) AD(       ) 1
 NF1572  NAD 27      -  42 31 06.34065(N)    084 50 13.13892(W) AD(       ) 1
 NF1572  NGVD 29 (07/19/86)  286.3    (m)          939.     (f) VERT ANG       
 NF1572
 NF1572.Superseded values are not recommended for survey control.
 NF1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1572.See file dsdata.txt to determine how the superseded data were derived.
 NF1572
 NF1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7768009611(NAD 83)
 NF1572_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1572_SP_SET: CONCRETE POST
 NF1572_STAMPING: BATTLE 1976
 NF1572_MARK LOGO: NGS   
 NF1572_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1572+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 NF1572
 NF1572  HISTORY     - Date     Condition        Report By
 NF1572  HISTORY     - 1976     MONUMENTED       NGS
 NF1572  HISTORY     - 1976     GOOD             NGS
 NF1572  HISTORY     - 19890106 GOOD             NGS
 NF1572  HISTORY     - 19910617 GOOD             NGS
 NF1572  HISTORY     - 19911009 GOOD             MIDT
 NF1572  HISTORY     - 19921020 GOOD             MIDT
 NF1572  HISTORY     - 20000606 GOOD             WOOLPT
 NF1572  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1572
 NF1572                          STATION DESCRIPTION
 NF1572
 NF1572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1572'THE STATION IS LOCATED ABOUT 6-1/2 MILES NORTHEAST OF OLIVET, 3
 NF1572'MILES SOUTH OF CHARLOTTE, ALONG THE NORTH SIDE OF INTERSTATE
 NF1572'HIGHWAY 69, AND INSIDE THE LOOP FORMED BY THE ENTRANCE RAMP TO THE
 NF1572'SOUTH BOUND LANE OF I-69, NEAR THE SE CORNER OF THE NE 1/4 OF
 NF1572'SECTION 36, T 2 N, R W, AND ON ROAD RIGHT-OF-WAY.
 NF1572'
 NF1572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NF1572'STATE HIGHWAY 50 AT THE EAST EDGE OF CHARLOTTE, GO SOUTHWEST ON
 NF1572'INTERSTATE HIGHWAY 69 FOR 2.5 MILES TO THE COCHRAN EXIT (EXIT NO.
 NF1572'57).  TAKE THIS EXIT AND GO 0.2 MILE TO COCHRAN ROAD.  CROSS
 NF1572'COCHRAN ROAD, THEN BEAR LEFT ON DIM TRACK ROAD AND GO 0.2 MILE TO
 NF1572'THE STATION.
 NF1572'
 NF1572'STATION MARKS ARE STANDARD DISKS STAMPED BATTLE 1976.  THE SURFACE
 NF1572'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1572'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 110 FEET EAST OF THE
 NF1572'CENTER OF THE ENTRANCE TO THE SOUTH BOUND LANE.  THE UNDERGROUND
 NF1572'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 NF1572'BELOW THE GROUND SURFACE.
 NF1572'
 NF1572'REFERENCE MARK 1, A STANDARD DISK STAMPED BATTLE NO 1 1976, IS SET
 NF1572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 NF1572'INCHES BELOW THE GROUND SURFACE.  IT IS 68 FEET EAST OF THE CENTER
 NF1572'OF THE ENTRANCE TO THE SOUTH BOUND LANE.
 NF1572'
 NF1572'REFERENCE MARK 2, A STANDARD DISK STAMPED BATTLE NO 2 1976, IS SET
 NF1572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2
 NF1572'INCHES BELOW THE GROUND SURFACE.  IT IS 64 FEET EAST OF THE CENTER
 NF1572'OF THE ENTRANCE TO THE SOUTH BOUND LANE.
 NF1572'
 NF1572'AZIMUTH MARK, A STANDARD DISK STAMPED BATTLE 1976, IS SET IN THE
 NF1572'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1572'THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF THE CENTER OF COCHRAN
 NF1572'ROAD, 20 FEET NORTHWEST OF THE CENTER OF THE OFF RAMP FOR
 NF1572'INTERSTATE 69 AND 2 FEET SOUTH OF A STOP SIGN.
 NF1572'
 NF1572'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.2 MILE
 NF1572'TO COCHRAN ROAD.  TURN RIGHT AND GO SOUTH ON COCHRAN ROAD FOR 0.4
 NF1572'MILE TO THE MARK ON THE RIGHT.
 NF1572'
 NF1572'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1572'
 NF1572'NEAREST TOWN CHARLOTTE.
 NF1572'
 NF1572'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 NF1572
 NF1572                          STATION RECOVERY (1976)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1572'RECOVERED IN GOOD CONDITION.
 NF1572
 NF1572                          STATION RECOVERY (1989)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF1572'THE STATION IS LOCATED ABOUT 15.2 KM (9.45 MI) WEST OF EATON RAPIDS,
 NF1572'10.4 KM (6.45 MI) NORTHEAST OF OLIVET AND 6.1 KM (3.80 MI)
 NF1572'SOUTH-SOUTHWEST OF CHARLOTTE.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NF1572'TRANSPORTATION.
 NF1572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NF1572'STATE HIGHWAY 50 (EXIT 60) IN THE EAST EDGE OF CHARLOTTE, GO SOUTHWEST
 NF1572'ON HIGHWAY 69 FOR 3.87 KM (2.40 MI) TO EXIT 57 (COCHRAN ROAD).  TAKE
 NF1572'EXIT AND GO WEST FOR 0.53 KM (0.35 MI) TO COCHRAN ROAD.  CROSS COCHRAN
 NF1572'ROAD AND GO SOUTHWEST ON ENTRANCE ROAD TO HIGHWAY 69 FOR 0.1 KM
 NF1572'(0.05 MI) TO THE STATION ON THE LEFT, BETWEEN THE ENTRANCE ROAD AND
 NF1572'THE SOUTHWEST BOUND LANES OF HIGHWAY 69.
 NF1572'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NF1572'MONUMENT RECESSED 10 CM BELOW GROUND.  LOCATED 114.0 M (374.0 FT) WEST
 NF1572'OF THE CENTERLINE OF COCHRAN ROAD, 36.3 M (119.1 FT) EAST OF THE
 NF1572'CENTER OF THE ENTRANCE ROAD AND 1.5 M (4.9 FT) SOUTHEAST OF A METAL
 NF1572'WITNESS POST.
 NF1572'DESCRIBED BY E.J. HANSMANN.
 NF1572
 NF1572                          STATION RECOVERY (1991)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1572'THE STATION IS LOCATED ABOUT 15.2 KM (9.4 MI) WEST OF EATON RAPIDS,
 NF1572'10.4 KM (6.5 MI) NORTHEAST OF OLIVET AND 6.1 KM (3.8 MI)
 NF1572'SOUTH-SOUTHWEST OF CHARLOTTE.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NF1572'TRANSPORTATION.
 NF1572'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NF1572'STATE HIGHWAY 50 (EXIT 60), IN THE EAST EDGE OF CHARLOTTE, GO
 NF1572'SOUTHWEST ON HIGHWAY 69 FOR 3.87 KM (2.40 MI) TO EXIT 57 (COCHRAN
 NF1572'ROAD).  TAKE EXIT AND GO WEST FOR 0.53 KM (0.33 MI) TO COCHRAN ROAD.
 NF1572'CROSS COCHRAN ROAD AND GO SOUTHWEST ON ENTRANCE RAMP TO INTERSTATE
 NF1572'HIGHWAY 69 FOR 0.1 KM (0.1 MI) TO THE STATION ON THE LEFT BETWEEN THE
 NF1572'ENTRANCE RAMP AND THE SOUTHWEST BOUND LANES OF HIGHWAY 69.
 NF1572'STATION IS LOCATED 114.0 M (374.0 FT) WEST OF THE CENTERLINE OF
 NF1572'COCHRAN ROAD, 36.3 M (119.1 FT) EAST OF THE CENTER OF THE ENTRANCE
 NF1572'ROAD AND 1.5 M (4.9 FT) NORTHEAST OF A METAL WITNESS POST.
 NF1572
 NF1572                          STATION RECOVERY (1991)
 NF1572
 NF1572'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF1572'STATION IS LOCATED IN QUAD 420844.  IT IS IN THE SOUTHWEST 1/4 OF
 NF1572'SECTION 36, T-2-N, R-5-W, CARMEL TOWNSHIP, AND ON THE CHESTER
 NF1572'QUADRANGLE MAP.  IT IS ABOUT 9-1/2 MILES WEST FROM EATON RAPIDS,
 NF1572'6-1/2 MILES NORTHEAST FROM OLIVET AND 3-3/4 MILES SOUTH-SOUTHWEST
 NF1572'FROM CHARLOTTE ON THE INTERSTATE HIGHWAY I-69 RIGHT-OF-WAY.
 NF1572'$
 NF1572'TO REACH FROM THE INTERSTATE HIGHWAY I-69 AND STATE HIGHWAY M-50 (EXIT
 NF1572'60) AT THE EAST SIDE OF CHARLOTTE, GO SOUTHWEST ON I-69 FOR 2.4 MI
 NF1572'(3.9 KM) TO EXIT 57, COCHRAN ROAD.  TAKE EXIT AND GO WEST ON RAMP FOR
 NF1572'0.33 MI (0.53 KM) TO COCHRAN ROAD, CROSS COCHRAN ROAD AND GO
 NF1572'SOUTHWEST ON THE ENTRANCE RAMP TO I-69 FOR 0.1 MI (0.2 KM) TO STATION
 NF1572'ON LEFT BETWEEN THE ENTRANCE RAMP AND THE SOUTHBOUND LANE OF I-69.
 NF1572'$
 NF1572'STATION IS RECESSED 10 CM BELOW GROUND.  IT IS 374.0 FT (114.0 M) WEST
 NF1572'FROM THE CENTERLINE OF COCHRAN ROAD, 119.1 FT (36.3 M) EAST FROM THE
 NF1572'CENTERLINE OF THE ENTRANCE RAMP AND 4.9 FT (1.5 M) SOUTHEAST FROM A
 NF1572'METAL WITNESS POST WITH SIGN.
 NF1572
 NF1572                          STATION RECOVERY (1992)
 NF1572
 NF1572'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1572'STATION IS IN QUAD 420844 ON THE CHESTER QUADRANGLE MAP. STATION IS IN
 NF1572'SOUTHEAST 1/4 SECTION 36, T-2-N, R-5-W, CARMEL TOWNSHIP.  ABOUT 4 MI
 NF1572'(6.4 KM) SOUTHERLY OF CHARLOTTE, ABOUT 12.3 MI (19.8 KM) SOUTHEAST OF
 NF1572'NASHVILLE, ABOUT 10.5 MI (16.9 KM) NORTHEAST OF BELLEVUE, IN THE
 NF1572'NORTHWEST QUADRANT OF THE INTERCHANGE OF INTERSTATE HIGHWAY 69 WITH
 NF1572'COCHRAN ROAD (EXIT 57), AND ON HIGHWAY RIGHT-OF-WAY. TO REACH THE
 NF1572'STATION FROM INTERSTATE HIGHWAY 69 WITH STATE HIGHWAY M-50 (EXIT 60)
 NF1572'ON THE EAST SIDE OF CITY OF CHARLOTTE, GO SOUTHWEST ALONG I-69 FOR 2.4
 NF1572'MILES (3.9 KM) TO EXIT 57, AT COCHRAN ROAD. EXIT OFF I-69 SOUTH BOUND
 NF1572'OFF RAMP AND GO WESTERLY FOR 0.33 MI (0.53 KM) TO COCHRAN ROAD.  CROSS
 NF1572'COCHRAN ROAD AND GO SOUTHWEST ON I-69 SOUTH BOUND ON RAMP FOR 0.1 MI
 NF1572'(0.2 KM) TO STATION ON LEFT, BETWEEN ON RAMP AND I-69 SOUTH BOUND
 NF1572'ROADWAY, AS DESCRIBED. STATION IS A STANDARD BRONZE DISK IN TOP OF 12
 NF1572'INCH DIAMETER CONCRETE MONUMENT, RECESSED 0.2 FT (6.1 CM) BELOW GROUND
 NF1572'SURFACE.  IT IS 122 FT (37.2 M) SOUTH FROM EDGE OF CONCRETE ON RAMP TO
 NF1572'INTERSTATE HIGHWAY 69 SOUTH BOUND, 4.7 FT (1.4 M) NORTH FROM METAL
 NF1572'WITNESS POST WITH SIGN.
 NF1572
 NF1572                          STATION RECOVERY (2000)
 NF1572
 NF1572'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NF1572'RECOVERED IN GOOD CONDITION.
 NF1572
 NF1572                          STATION RECOVERY (2001)
 NF1572
 NF1572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1572'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1567 ***********************************************************************
 NF1567  DESIGNATION -  BATTLE AZ MK 1976
 NF1567  PID         -  NF1567
 NF1567  STATE/COUNTY-  MI/EATON
 NF1567  USGS QUAD   -  CHARLOTTE (1980)
 NF1567
 NF1567                         *CURRENT SURVEY CONTROL
 NF1567  ___________________________________________________________________
 NF1567* NAD 83(1994)-  42 30 46.39825(N)    084 50 10.11650(W)     ADJUSTED  
 NF1567* NAVD 88     -       287.3    (meters)     943.     (feet)  VERTCON   
 NF1567  ___________________________________________________________________
 NF1567  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 NF1567  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1567
 NF1567  HORZ ORDER  -  SECOND
 NF1567
 NF1567.The horizontal coordinates were established by classical geodetic methods
 NF1567.and adjusted by the National Geodetic Survey in February 1997..
 NF1567
 NF1567.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1567
 NF1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1567
 NF1567.The geoid height was determined by GEOID03.
 NF1567
 NF1567;                    North         East     Units Scale Factor Converg.
 NF1567;SPC MI S     -   112,616.614 3,961,420.381   MT  0.99992785   -0 19 10.2
 NF1567;SPC MI S     -   369,477.08 12,996,786.03   iFT  0.99992785   -0 19 10.2
 NF1567;UTM  16      - 4,708,993.092   677,762.942   MT  0.99998880   +1 27 45.4
 NF1567
 NF1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1567!SPC MI S     -   0.99996028  x   0.99992785  =   0.99988813
 NF1567!UTM  16      -   0.99996028  x   0.99998880  =   0.99994908
 NF1567
 NF1567|---------------------------------------------------------------------|
 NF1567| PID    Reference Object                     Distance      Geod. Az  |
 NF1567|                                                           dddmmss.s |
 NF1567| NF1568 BATTLE AZ MK A PT 1976                6.417 METERS 30318     |
 NF1567| NF1572 BATTLE                              APPROX. 0.6 KM 3534650.2 |
 NF1567|---------------------------------------------------------------------|
 NF1567
 NF1567                          SUPERSEDED SURVEY CONTROL
 NF1567
 NF1567  NAD 83(1986)-  42 30 46.39701(N)    084 50 10.13332(W) AD(       ) 2
 NF1567  NAD 27      -  42 30 46.26161(N)    084 50 10.18123(W) AD(       ) 2
 NF1567  NGVD 29 (07/19/86)  287.4    (m)          943.     (f) VERT ANG       
 NF1567
 NF1567.Superseded values are not recommended for survey control.
 NF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1567.See file dsdata.txt to determine how the superseded data were derived.
 NF1567
 NF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7776308993(NAD 83)
 NF1567_MARKER: DZ = AZIMUTH MARK DISK
 NF1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1567+STABILITY: SURFACE MOTION
 NF1567
 NF1567  HISTORY     - Date     Condition        Report By
 NF1567  HISTORY     - 1976     MONUMENTED       NGS
 NF1567  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1567
 NF1567                          STATION DESCRIPTION
 NF1567
 NF1567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1567'STATION MARK, A STANDARD DISK STAMPED BATTLE 1976, IS SET IN THE
 NF1567'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1567'THE GROUND SURFACE.  IT IS 67 FEET SOUTH OF THE CENTER OF COCHRAN
 NF1567'ROAD, 20 FEET NORTHWEST OF THE CENTER OF THE OFF RAMP FOR
 NF1567'INTERSTATE 69 AND 2 FEET SOUTH OF A STOP SIGN.
 NF1567'
 NF1567'TO REACH THE STATION MARK FROM STATION BATTLE, GO EAST FOR 0.2 MILE
 NF1567'TO COCHRAN ROAD.  TURN RIGHT AND GO SOUTH ON COCHRAN ROAD FOR 0.4
 NF1567'MILE TO THE MARK ON THE RIGHT.
 NF1567'
 NF1567'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
 NF1567
 NF1567                          STATION RECOVERY (2001)
 NF1567
 NF1567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1567'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9009 ***********************************************************************
 DH9009  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9009  DESIGNATION -  BATTLE CREEK CORS ARP
 DH9009  CORS_ID     -  MIBC
 DH9009  PID         -  DH9009
 DH9009  STATE/COUNTY-  MI/CALHOUN
 DH9009  USGS QUAD   -  BATTLE CREEK (1985)
 DH9009
 DH9009                         *CURRENT SURVEY CONTROL
 DH9009  ___________________________________________________________________
 DH9009* NAD 83(CORS)-  42 19 18.61187(N)    085 12 09.35823(W)     ADJUSTED  
 DH9009* NAVD 88     -                                                        
 DH9009  ___________________________________________________________________
 DH9009  EPOCH DATE  -        2002.00
 DH9009  X           -     395,011.139 (meters)                     COMP
 DH9009  Y           -  -4,706,623.092 (meters)                     COMP
 DH9009  Z           -   4,272,253.862 (meters)                     COMP
 DH9009  ELLIP HEIGHT-         224.37  (meters)          (03/??/06) GPS OBS
 DH9009  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DH9009
 DH9009  HORZ ORDER  -  SPECIAL (CORS)
 DH9009  ELLP ORDER  -  SPECIAL (CORS)
 DH9009
 DH9009.ITRF positions are available for this station.
 DH9009.The coordinates were established by GPS observations
 DH9009.and adjusted by the National Geodetic Survey in March 2006..
 DH9009.The coordinates are valid at the epoch date displayed above.
 DH9009.The epoch date for horizontal control is a decimal equivalence
 DH9009.of Year/Month/Day.
 DH9009
 DH9009
 DH9009.The PID for the CORS L1 Phase Center is DH9010.
 DH9009
 DH9009.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9009
 DH9009.The ellipsoidal height was determined by GPS observations
 DH9009.and is referenced to NAD 83.
 DH9009
 DH9009.The geoid height was determined by GEOID03.
 DH9009
 DH9009;                    North         East     Units Scale Factor Converg.
 DH9009;SPC MI S     -    91,630.082 3,931,096.650   MT  0.99995486   -0 34 08.0
 DH9009;SPC MI S     -   300,623.63 12,897,298.72   iFT  0.99995486   -0 34 08.0
 DH9009
 DH9009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9009!SPC MI S     -   0.99996481  x   0.99995486  =   0.99991967
 DH9009
 DH9009                          SUPERSEDED SURVEY CONTROL
 DH9009
 DH9009.No superseded survey control is available for this station.
 DH9009
 DH9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4810687075(NAD 83)
 DH9009_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9009
 DH9009                          STATION DESCRIPTION
 DH9009
 DH9009'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9009'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9009'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9009'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9009'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9009'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9010 ***********************************************************************
 DH9010  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9010  DESIGNATION -  BATTLE CREEK CORS L1 PHASE CENTER
 DH9010  CORS_ID     -  MIBC
 DH9010  PID         -  DH9010
 DH9010  STATE/COUNTY-  MI/CALHOUN
 DH9010  USGS QUAD   -  BATTLE CREEK (1985)
 DH9010
 DH9010                         *CURRENT SURVEY CONTROL
 DH9010  ___________________________________________________________________
 DH9010* NAD 83(CORS)-  42 19 18.61195(N)    085 12 09.35817(W)     ADJUSTED  
 DH9010* NAVD 88     -                                                        
 DH9010  ___________________________________________________________________
 DH9010  EPOCH DATE  -        2002.00
 DH9010  X           -     395,011.147 (meters)                     COMP
 DH9010  Y           -  -4,706,623.171 (meters)                     COMP
 DH9010  Z           -   4,272,253.938 (meters)                     COMP
 DH9010  ELLIP HEIGHT-         224.48  (meters)          (03/??/06) GPS OBS
 DH9010  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 DH9010
 DH9010  HORZ ORDER  -  SPECIAL (CORS)
 DH9010  ELLP ORDER  -  SPECIAL (CORS)
 DH9010
 DH9010.ITRF positions are available for this station.
 DH9010.The coordinates were established by GPS observations
 DH9010.and adjusted by the National Geodetic Survey in March 2006..
 DH9010.The coordinates are valid at the epoch date displayed above.
 DH9010.The epoch date for horizontal control is a decimal equivalence
 DH9010.of Year/Month/Day.
 DH9010
 DH9010
 DH9010.The PID for the CORS ARP is DH9009.
 DH9010
 DH9010.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9010
 DH9010.The ellipsoidal height was determined by GPS observations
 DH9010.and is referenced to NAD 83.
 DH9010
 DH9010.The geoid height was determined by GEOID03.
 DH9010
 DH9010;                    North         East     Units Scale Factor Converg.
 DH9010;SPC MI S     -    91,630.085 3,931,096.651   MT  0.99995486   -0 34 08.0
 DH9010;SPC MI S     -   300,623.64 12,897,298.72   iFT  0.99995486   -0 34 08.0
 DH9010
 DH9010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9010!SPC MI S     -   0.99996479  x   0.99995486  =   0.99991966
 DH9010
 DH9010                          SUPERSEDED SURVEY CONTROL
 DH9010
 DH9010.No superseded survey control is available for this station.
 DH9010
 DH9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4810687075(NAD 83)
 DH9010_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9010
 DH9010                          STATION DESCRIPTION
 DH9010
 DH9010'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9010'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9010'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9010'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9010'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9010'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1612 ***********************************************************************
 NF1612  DESIGNATION -  BATTLE CREEK WOLVERINE TV MAST
 NF1612  PID         -  NF1612
 NF1612  STATE/COUNTY-  MI/CALHOUN
 NF1612  USGS QUAD   -  BATTLE CREEK (1985)
 NF1612
 NF1612                         *CURRENT SURVEY CONTROL
 NF1612  ___________________________________________________________________
 NF1612* NAD 83(1994)-  42 21 09.42205(N)    085 12 24.36730(W)     ADJUSTED  
 NF1612* NAVD 88     -                                                        
 NF1612  ___________________________________________________________________
 NF1612  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 NF1612  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF1612
 NF1612  HORZ ORDER  -  THIRD
 NF1612
 NF1612.The horizontal coordinates were established by classical geodetic methods
 NF1612.and adjusted by the National Geodetic Survey in February 1997..
 NF1612
 NF1612
 NF1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1612
 NF1612.The geoid height was determined by GEOID03.
 NF1612
 NF1612;                    North         East     Units Scale Factor Converg.
 NF1612;SPC MI S     -    95,052.274 3,930,787.123   MT  0.99994977   -0 34 18.2
 NF1612;SPC MI S     -   311,851.29 12,896,283.21   iFT  0.99994977   -0 34 18.2
 NF1612;UTM  16      - 4,690,485.421   647,690.693   MT  0.99986838   +1 12 29.9
 NF1612
 NF1612                          SUPERSEDED SURVEY CONTROL
 NF1612
 NF1612  NAD 83(1986)-  42 21 09.42147(N)    085 12 24.38371(W) AD(       ) 4
 NF1612  NAD 27      -  42 21 09.28549(N)    085 12 24.38901(W) AD(       ) 3
 NF1612
 NF1612.Superseded values are not recommended for survey control.
 NF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1612.See file dsdata.txt to determine how the superseded data were derived.
 NF1612
 NF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4769190485(NAD 83)
 NF1612_MARKER: 42 = RADIO/TV MAST
 NF1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1612+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 NF1612
 NF1612  HISTORY     - Date     Condition        Report By
 NF1612  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1612  HISTORY     - 19970308 GOOD             USPSQD
 NF1612  HISTORY     - 20011128 GOOD             NGS
 NF1612  HISTORY     - 20050902 GOOD             USPSQD
 NF1612
 NF1612                          STATION DESCRIPTION
 NF1612
 NF1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1612'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST
 NF1612'OF BATTLE CREEK, 1
 NF1612'MILE EAST OF STATE HIGHWAY 37 AND OWNED BY THE
 NF1612'WOLVERINE CABLE VISION COMPANY OF
 NF1612'BATTLE CREEK.
 NF1612'
 NF1612'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 89 AND 37,
 NF1612'IN THE WEST
 NF1612'SECTION OF BATTLE CREEK, GO NORTH ON STATE HIGHWAY 37 FOR
 NF1612'0.75 MILE TO A SIDE ROAD
 NF1612'RIGHT, TURN RIGHT AND GO EAST ON MORGAN ROAD
 NF1612'FOR 1.05 MILE TO A CROSSROAD, TURN RIGHT
 NF1612'AND GO SOUTH ON WAUBASCON ROAD
 NF1612'FOR 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST ON
 NF1612'A TRACK ROAD FOR 0.2
 NF1612'MILE TO THE MAST ON THE RIGHT.
 NF1612'
 NF1612'THE MAST IS A STEEL STRUCTURE SUPPORTED BY GUY WIRES, PAINTED
 NF1612'ALTERNATELY RED
 NF1612'AND WHITE AND HAS AN OVERALL HEIGHT OF 150 FEET.
 NF1612'
 NF1612'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1612
 NF1612                          STATION RECOVERY (1997)
 NF1612
 NF1612'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1612'RECOVERED IN GOOD CONDITION.
 NF1612
 NF1612                          STATION RECOVERY (2001)
 NF1612
 NF1612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1612'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1612
 NF1612                          STATION RECOVERY (2005)
 NF1612
 NF1612'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0163 ***********************************************************************
 RJ0163  DESIGNATION -  BAY
 RJ0163  PID         -  RJ0163
 RJ0163  STATE/COUNTY-  MI/MACKINAC
 RJ0163  USGS QUAD   -  HESSEL (1964)
 RJ0163
 RJ0163                         *CURRENT SURVEY CONTROL
 RJ0163  ___________________________________________________________________
 RJ0163* NAD 83(1986)-  46 00 23.     (N)    084 24 59.     (W)     SCALED    
 RJ0163* NAVD 88     -       178.173  (meters)     584.56   (feet)  ADJUSTED  
 RJ0163  ___________________________________________________________________
 RJ0163  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 RJ0163  DYNAMIC HT  -         178.181 (meters)     584.58  (feet)  COMP
 RJ0163  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 RJ0163
 RJ0163  VERT ORDER  -  FIRST     CLASS 0
 RJ0163
 RJ0163.The horizontal coordinates were scaled from a topographic map and have
 RJ0163.an estimated accuracy of +/- 6 seconds.
 RJ0163
 RJ0163.The orthometric height was determined by differential leveling
 RJ0163.and adjusted by the National Geodetic Survey in June 1991..
 RJ0163
 RJ0163.The geoid height was determined by GEOID03.
 RJ0163
 RJ0163.The dynamic height is computed by dividing the NAVD 88
 RJ0163.geopotential number by the normal gravity value computed on the
 RJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0163.degrees latitude (g = 980.6199 gals.).
 RJ0163
 RJ0163.The modeled gravity was interpolated from observed gravity values.
 RJ0163
 RJ0163;                    North         East    Units  Estimated Accuracy
 RJ0163;SPC MI N     -   139,200.    8,200,060.      MT  (+/- 180 meters Scaled)
 RJ0163
 RJ0163                          SUPERSEDED SURVEY CONTROL
 RJ0163
 RJ0163.No superseded survey control is available for this station.
 RJ0163
 RJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR000980(NAD 83)
 RJ0163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0163_SP_SET: CULVERT
 RJ0163_MARK LOGO: NONE  
 RJ0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0163
 RJ0163  HISTORY     - Date     Condition        Report By
 RJ0163  HISTORY     - 1972     MONUMENTED       NOS
 RJ0163  HISTORY     - 1972     GOOD             USLS
 RJ0163  HISTORY     - 1983     GOOD             NGS
 RJ0163  HISTORY     - 19940729 GOOD             USPSQD
 RJ0163  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0163  HISTORY     - 20010331 GOOD             NGS
 RJ0163  HISTORY     - 20060809 MARK NOT FOUND   MIDT
 RJ0163
 RJ0163                          STATION DESCRIPTION
 RJ0163
 RJ0163'DESCRIBED BY US LAKE SURVEY 1972
 RJ0163'2.6 MI W FROM CEDARVILLE.
 RJ0163'BAY IS IN MACKINAC COUNTY, MICHIGAN, 2.6 MILES WEST FROM THE
 RJ0163'INTERSECTION OF M-129 (MERIDIAN ROAD) AND HIGHWAY M-134 IN
 RJ0163'CEDARVILLE, 0.45 MILE EAST OF INTERSECTION OF 3 MILE ROAD (CO.
 RJ0163'RD. 130) AT HESSEL, 28 FEET SOUTH OF CENTERLINE OF HIGHWAY
 RJ0163'M-134, 3.4 FEET SOUTHEAST OF MARKING POST, 2.5 FEET BELOW ROAD,
 RJ0163'2.3 FEET EAST OF WEST EDGE OF CULVERT, BEING HIGHEST POINT OVER
 RJ0163'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE CULVERT.
 RJ0163
 RJ0163                          STATION RECOVERY (1983)
 RJ0163
 RJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0163'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.2 KM
 RJ0163'(2.6 MI) WEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 RJ0163'HIGHWAY 129 IN CEDARVILLE, ALSO 0.7 KM (0.45 MI) EAST ALONG STATE
 RJ0163'HIGHWAY 134 FROM THE JUNCTION OF COUNTY ROAD 130 IN HESSEL, SET IN TOP
 RJ0163'OF THE SOUTH CONCRETE HEADWALL 5.2 METERS (17.0 FT) IN LENGTH,
 RJ0163'8.53 METERS (28.0 FT) SOUTH OF CENTERLINE OF HIGHWAY, 1.03 METERS
 RJ0163'(3.4 FT) SOUTHEAST OF A MARKING POST.
 RJ0163'THE MARK IS 7.61 M BELOW HIGHWAY.
 RJ0163
 RJ0163                          STATION RECOVERY (1994)
 RJ0163
 RJ0163'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0163'RECOVERED IN GOOD CONDITION.
 RJ0163
 RJ0163                          STATION RECOVERY (1995)
 RJ0163
 RJ0163'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0163'MARK NOT FOUND.
 RJ0163
 RJ0163                          STATION RECOVERY (2001)
 RJ0163
 RJ0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0163'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0163
 RJ0163                          STATION RECOVERY (2006)
 RJ0163
 RJ0163'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 RJ0163'THERE IS A NEW BOX CULVERT AT THIS LOCATION - MARK APPARENTLY
 RJ0163'DESTROYED DUE TO CULVERT REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1063 ***********************************************************************
 OJ1063  DESIGNATION -  BAY CITY
 OJ1063  PID         -  OJ1063
 OJ1063  STATE/COUNTY-  MI/BAY
 OJ1063  USGS QUAD   -  BAY CITY (1973)
 OJ1063
 OJ1063                         *CURRENT SURVEY CONTROL
 OJ1063  ___________________________________________________________________
 OJ1063* NAD 83(1994)-  43 34 20.85573(N)    083 54 41.83171(W)     ADJUSTED  
 OJ1063* NAVD 88     -       212.9    (meters)     698.     (feet)  VERTCON   
 OJ1063  ___________________________________________________________________
 OJ1063  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 OJ1063  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ1063
 OJ1063  HORZ ORDER  -  FIRST
 OJ1063
 OJ1063.The horizontal coordinates were established by classical geodetic methods
 OJ1063.and adjusted by the National Geodetic Survey in February 1997..
 OJ1063
 OJ1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1063
 OJ1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1063
 OJ1063.The geoid height was determined by GEOID03.
 OJ1063
 OJ1063;                    North         East     Units Scale Factor Converg.
 OJ1063;SPC MI S     -   230,311.126 4,036,757.672   MT  0.99997887   +0 18 34.8
 OJ1063;SPC MI S     -   755,613.93 13,243,955.62   iFT  0.99997887   +0 18 34.8
 OJ1063;UTM  17      - 4,828,508.137   264,888.540   MT  1.00027999   -2 00 28.1
 OJ1063
 OJ1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1063!SPC MI S     -   0.99997202  x   0.99997887  =   0.99995089
 OJ1063!UTM  17      -   0.99997202  x   1.00027999  =   1.00025200
 OJ1063
 OJ1063:                Primary Azimuth Mark                     Grid Az
 OJ1063:SPC MI S     -  BAY CITY WATER SUPPLY STACK              006 31 21.6
 OJ1063:UTM  17      -  BAY CITY WATER SUPPLY STACK              008 50 24.5
 OJ1063
 OJ1063|---------------------------------------------------------------------|
 OJ1063| PID    Reference Object                     Distance      Geod. Az  |
 OJ1063|                                                           dddmmss.s |
 OJ1063| OJ1075 BAY CITY WATER SUPPLY STACK         APPROX.10.1 KM 0064956.4 |
 OJ1063| CH0788 BAY CITY RM 1                         5.331 METERS 03149     |
 OJ1063| OJ1062 BAY CITY CITY HALL                  APPROX. 3.0 KM 0382906.8 |
 OJ1063| OJ1059 BAY CITY EASTERN HS DOME            APPROX. 3.5 KM 0594636.3 |
 OJ1063| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX. 2.6 KM 0700819.0 |
 OJ1063| OJ1065 BAY CITY ST STAN CH S STEEPLE       APPROX. 2.6 KM 0703043.0 |
 OJ1063| OJ1066 BAY CITY MURRAY BODY PLANT STK      APPROX. 2.7 KM 0815728.6 |
 OJ1063| OJ1050 SAGINAW CONSUMERS POWER N STK       APPROX. 9.6 KM 1812217.5 |
 OJ1063| OJ1051 SAGINAW CONSUMERS POWER S STK       APPROX. 9.7 KM 1814333.9 |
 OJ1063| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX.13.6 KM 1831724.5 |
 OJ1063| OJ1043 SAGINAW CONSUMERS HEATING STK       APPROX.15.9 KM 1873757.3 |
 OJ1063| OJ1046 SAGINAW COURTHOUSE                  APPROX.17.7 KM 1941110.9 |
 OJ1063| OJ1069 FRANKENLUST ST PAULS LUTH CH        APPROX. 2.7 KM 2473002.7 |
 OJ1063| CH0789 BAY CITY RM 2                         5.428 METERS 28745     |
 OJ1063| OJ1067 BAY CITY COLUMBIA SUGAR CO STK      APPROX. 0.6 KM 2945134.5 |
 OJ1063|---------------------------------------------------------------------|
 OJ1063
 OJ1063                          SUPERSEDED SURVEY CONTROL
 OJ1063
 OJ1063  NAD 83(1986)-  43 34 20.84479(N)    083 54 41.85506(W) AD(       ) 1
 OJ1063  NAD 27      -  43 34 20.75448(N)    083 54 41.94693(W) AD(       ) 1
 OJ1063  NGVD 29 (07/19/86)  213.1    (m)          699.     (f) VERT ANG       
 OJ1063
 OJ1063.Superseded values are not recommended for survey control.
 OJ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1063.See file dsdata.txt to determine how the superseded data were derived.
 OJ1063
 OJ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6488928508(NAD 83)
 OJ1063_MARKER: Z = SEE DESCRIPTION
 OJ1063_SETTING: 0 = UNSPECIFIED SETTING
 OJ1063_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1063+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 OJ1063
 OJ1063  HISTORY     - Date     Condition        Report By
 OJ1063  HISTORY     - 1932     MONUMENTED       CGS
 OJ1063  HISTORY     - 1980     GOOD             MIDH
 OJ1063  HISTORY     - 1981     GOOD             NGS
 OJ1063  HISTORY     - 19910716 MARK NOT FOUND   LOCENG
 OJ1063
 OJ1063                          STATION DESCRIPTION
 OJ1063
 OJ1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1063'ON TOWER OF LARGE BRICK FACTORY BUILDING OF BAY CITY STONE CO., IN
 OJ1063'SOUTHWEST PART OF BAY CITY, 7.34 FEET NORTHEAST OF INSIDE OF
 OJ1063'SOUTHWEST PARAPET, AND 7.13 FEET NORTHWEST OF INSIDE OF SOUTHEAST
 OJ1063'PARAPET.  TO REACH, FOLLOW
 OJ1063'SALZBURG STREET WEST ACROSS RIVER BRIDGE IN SOUTH CENTRAL
 OJ1063'PART OF TOWN, CONTINUE 1/4 MILE WEST OF
 OJ1063'BRIDGE TO OLD CONCRETE PAVEMENT LEADING
 OJ1063'SOUTH ON MORTON STREET, AND FOLLOW MORTON STREET
 OJ1063'SOUTH-SOUTHWEST 0.55 MILE TO
 OJ1063'BUILDING WHICH HAS STATION SITE.  BUILDING HAS LARGE BRICK TOWER
 OJ1063'WHICH EXTENDS HIGH ABOVE
 OJ1063'CENTER OF MAIN PART OF BUILDING.  MARKED BY COPPER BOLT EMBEDED IN
 OJ1063'CONCRETE ROOF AND COVERED
 OJ1063'WITH TAR.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 OJ1063'IN DRILL HOLES IN STONE COPINGS OF PARAPETS
 OJ1063'AROUND STATION.  NO. 1 IS IN NORTHEAST
 OJ1063'COPING, AND 17.50 FEET FROM STATION IN AZIMUTH 212 DEG 04 MIN.
 OJ1063'NO. 2 IS IN NORTHWEST COPING, AND
 OJ1063'17.82 FEET FROM STATION IN AZIMUTH 108 DEG 04 MIN.  AZIMUTH FROM
 OJ1063'STATION TO BAY CITY, CITY HALL,
 OJ1063'IS 218 DEG 29 MIN 02 SEC, AND TO BAY CITY, WATER WORKS, STACK,
 OJ1063'186 DEG 49 MIN 53 SEC.
 OJ1063
 OJ1063                          STATION RECOVERY (1980)
 OJ1063
 OJ1063'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1063'FOUND STATION BOLT BROKEN OFF BUT STUB STILL EXISTS.  THE TAR HAS
 OJ1063'CHIPPED AWAY AND BOLT IS IN SLIGHT DEPRESSION IN CONCRETE.  THE
 OJ1063'STATION IS ON TOP OF A TOWER ON BUILDING OPERATED BY PRESTOLITE MOTOR
 OJ1063'DIVISION, HAROLD CHOSAY, MANAGER OF MANUFACTURING FACILITIES,
 OJ1063'LED US TO STATION ON TOP OF TOWER.
 OJ1063'
 OJ1063'REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION AS DESCRIBED.
 OJ1063
 OJ1063                          STATION RECOVERY (1981)
 OJ1063
 OJ1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1063'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1063'CONDITION. THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 OJ1063'CHECKED.. A COMPLETE DESCRIPTION FOLLOWS.
 OJ1063'THE STATION IS LOCATED IN BAY CITY ATOP THE PRESTOLITE BUILDING
 OJ1063'IN THE SW1/4,S32,T14N,R5E OF BANGOR TOWNSHIP.
 OJ1063'OWNERSHIP--
 OJ1063'
 OJ1063'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND U.S.
 OJ1063'U.S. HIGHWAY 25 EAST, AT EXIT 162, GO EAST ON U.S. HIGHWAY 25
 OJ1063'FOR 2.6 KM (1.6 MI) TO THE JUNCTION OF U.S. HIGHWAY 13. TURN
 OJ1063'RIGHT AND GO SOUTH ON U.S. HIGHWAY 13 FOR 2.6 KM (1.6 MI) TO
 OJ1063'A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON BACKUS STREET FOR
 OJ1063'0.3 KM (0.2 MI) TO THE PRESTOLITE PLANT ON THE RIGHT AND THE
 OJ1063'STATION ATOP A BRICK BUILDING.
 OJ1063'
 OJ1063'THE STATION IS A NAIL IMBEDDED IN THE CONCRETE ROOF.
 OJ1063'
 OJ1063'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 OJ1063'STAMPED---BAY CITY NO 1 1932---,
 OJ1063'CEMENTED IN A DRILLHOLE IN THE BUILDING LEDGE.
 OJ1063'MARK IS ABOVE STATION 1 METERS.
 OJ1063'
 OJ1063'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OJ1063'STAMPED---BAY CITY NO 2 1932---,
 OJ1063'CEMENTED IN A DRILLHOLE IN THE BUILDING LEDGE.
 OJ1063'MARK IS ABOVE STATION 1 METERS.
 OJ1063'
 OJ1063'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1063
 OJ1063                          STATION RECOVERY (1991)
 OJ1063
 OJ1063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OJ1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1062 ***********************************************************************
 OJ1062  DESIGNATION -  BAY CITY CITY HALL
 OJ1062  PID         -  OJ1062
 OJ1062  STATE/COUNTY-  MI/BAY
 OJ1062  USGS QUAD   -  BAY CITY (1973)
 OJ1062
 OJ1062                         *CURRENT SURVEY CONTROL
 OJ1062  ___________________________________________________________________
 OJ1062* NAD 83(1994)-  43 35 35.75258(N)    083 53 19.89801(W)     ADJUSTED  
 OJ1062* NAVD 88     -                                                        
 OJ1062  ___________________________________________________________________
 OJ1062  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 OJ1062  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OJ1062
 OJ1062  HORZ ORDER  -  THIRD
 OJ1062
 OJ1062.The horizontal coordinates were established by classical geodetic methods
 OJ1062.and adjusted by the National Geodetic Survey in February 1997..
 OJ1062
 OJ1062
 OJ1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1062
 OJ1062.The geoid height was determined by GEOID03.
 OJ1062
 OJ1062;                    North         East     Units Scale Factor Converg.
 OJ1062;SPC MI S     -   232,632.715 4,038,582.986   MT  0.99998330   +0 19 30.6
 OJ1062;SPC MI S     -   763,230.69 13,249,944.18   iFT  0.99998330   +0 19 30.6
 OJ1062;UTM  17      - 4,830,754.667   266,806.812   MT  1.00026893   -1 59 34.3
 OJ1062
 OJ1062                          SUPERSEDED SURVEY CONTROL
 OJ1062
 OJ1062  NAD 83(1986)-  43 35 35.74127(N)    083 53 19.92139(W) AD(       ) 4
 OJ1062  NAD 27      -  43 35 35.64769(N)    083 53 20.01968(W) AD(       ) 3
 OJ1062
 OJ1062.Superseded values are not recommended for survey control.
 OJ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1062.See file dsdata.txt to determine how the superseded data were derived.
 OJ1062
 OJ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6680730755(NAD 83)
 OJ1062
 OJ1062  HISTORY     - Date     Condition        Report By
 OJ1062  HISTORY     - UNK      MONUMENTED
 OJ1062  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OJ1062  HISTORY     - 1981     GOOD             NGS
 OJ1062  HISTORY     - 19970419 GOOD             USPSQD
 OJ1062
 OJ1062                          STATION DESCRIPTION
 OJ1062
 OJ1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1062'STATION RECOVERED WAS THE SMALL
 OJ1062'BALL ON THE FINIAL
 OJ1062'OF A SQUARE CLOCK TOWER ON THE BAY CITY, CITY
 OJ1062'HALL LOCATED NW OF THE INTERSECTION
 OJ1062'OF TENTH AND WASHINTON
 OJ1062'STREETS IN BAY CITY.  BUILDING AN CLOCK TOWER IS
 OJ1062'CONSTRUCTED OF
 OJ1062'GRANITE BLOCKS AND HAS A RED TILE ROOF.
 OJ1062
 OJ1062                          STATION RECOVERY (1981)
 OJ1062
 OJ1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1062'THE STATION WAS RECOVERED IN GOOD CONDITION.
 OJ1062'
 OJ1062'THE STATION, BAY CITY CITY HALL, IS THE BALL FINIAL OF BAY CITY
 OJ1062'CITY HALL CLOCK TOWER.
 OJ1062'
 OJ1062'THE STATION IS LOCATED AT TENTH AND WASHINGTON STREETS IN
 OJ1062'BAY CITY.
 OJ1062'OWNERSHIP--CITY OF BAY CITY.
 OJ1062
 OJ1062                          STATION RECOVERY (1997)
 OJ1062
 OJ1062'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1068 ***********************************************************************
 OJ1068  DESIGNATION -  BAY CITY CLEMENTS AIRPORT BCN
 OJ1068  PID         -  OJ1068
 OJ1068  STATE/COUNTY-  MI/BAY
 OJ1068  USGS QUAD   -  BAY CITY (1973)
 OJ1068
 OJ1068                         *CURRENT SURVEY CONTROL
 OJ1068  ___________________________________________________________________
 OJ1068* NAD 83(1994)-  43 32 49.15847(N)    083 53 27.06789(W)     ADJUSTED  
 OJ1068* NAVD 88     -                                                        
 OJ1068  ___________________________________________________________________
 OJ1068  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 OJ1068  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OJ1068
 OJ1068  HORZ ORDER  -  THIRD
 OJ1068
 OJ1068.This mark is at James Clement Municipal Airport (3CM)
 OJ1068
 OJ1068.The horizontal coordinates were established by classical geodetic methods
 OJ1068.and adjusted by the National Geodetic Survey in February 1997..
 OJ1068
 OJ1068
 OJ1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1068
 OJ1068.The geoid height was determined by GEOID03.
 OJ1068
 OJ1068;                    North         East     Units Scale Factor Converg.
 OJ1068;SPC MI S     -   227,490.540 4,038,451.219   MT  0.99997362   +0 19 25.7
 OJ1068;SPC MI S     -   746,360.04 13,249,511.87   iFT  0.99997362   +0 19 25.7
 OJ1068;UTM  17      - 4,825,620.528   266,467.148   MT  1.00027089   -1 59 33.2
 OJ1068
 OJ1068                          SUPERSEDED SURVEY CONTROL
 OJ1068
 OJ1068  NAD 83(1986)-  43 32 49.14759(N)    083 53 27.09230(W) AD(       ) 4
 OJ1068  NAD 27      -  43 32 49.05678(N)    083 53 27.19926(W) AD(       ) 3
 OJ1068
 OJ1068.Superseded values are not recommended for survey control.
 OJ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1068.See file dsdata.txt to determine how the superseded data were derived.
 OJ1068
 OJ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6646725621(NAD 83)
 OJ1068
 OJ1068  HISTORY     - Date     Condition        Report By
 OJ1068  HISTORY     - 1932     MONUMENTED       CGS
 OJ1068  HISTORY     - 19971002 GOOD             USPSQD
 OJ1068
 OJ1068                          STATION DESCRIPTION
 OJ1068
 OJ1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1068'A 24-INCH ROTATING BEACON ON 51-FOOT TOWER, AT JAMES CLEMENTS
 OJ1068'AIRPORT, 1/2 MILE
 OJ1068'SOUTH OF CITY LIMITS OF BAY CITY.
 OJ1068
 OJ1068                          STATION RECOVERY (1997)
 OJ1068
 OJ1068'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1056 ***********************************************************************
 OJ1056  DESIGNATION -  BAY CITY CONSUMER FLOUR N STK
 OJ1056  PID         -  OJ1056
 OJ1056  STATE/COUNTY-  MI/BAY
 OJ1056  USGS QUAD   -  BAY CITY NE (1973)
 OJ1056
 OJ1056                         *CURRENT SURVEY CONTROL
 OJ1056  ___________________________________________________________________
 OJ1056* NAD 83(1994)-  43 38 37.05630(N)    083 50 28.31024(W)     ADJUSTED  
 OJ1056* NAVD 88     -                                                        
 OJ1056  ___________________________________________________________________
 OJ1056  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OJ1056  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OJ1056
 OJ1056  HORZ ORDER  -  THIRD
 OJ1056
 OJ1056.The horizontal coordinates were established by classical geodetic methods
 OJ1056.and adjusted by the National Geodetic Survey in February 1997..
 OJ1056
 OJ1056
 OJ1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1056
 OJ1056.The geoid height was determined by GEOID03.
 OJ1056
 OJ1056;                    North         East     Units Scale Factor Converg.
 OJ1056;SPC MI S     -   238,250.952 4,042,396.840   MT  0.99999458   +0 21 27.4
 OJ1056;SPC MI S     -   781,663.23 13,262,456.82   iFT  0.99999458   +0 21 27.4
 OJ1056;UTM  17      - 4,836,215.470   270,845.929   MT  1.00024595   -1 57 42.3
 OJ1056
 OJ1056                          SUPERSEDED SURVEY CONTROL
 OJ1056
 OJ1056  NAD 83(1986)-  43 38 37.04462(N)    083 50 28.33054(W) AD(       ) 4
 OJ1056  NAD 27      -  43 38 36.95315(N)    083 50 28.41976(W) AD(       ) 3
 OJ1056
 OJ1056.Superseded values are not recommended for survey control.
 OJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1056.See file dsdata.txt to determine how the superseded data were derived.
 OJ1056
 OJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7084636215(NAD 83)
 OJ1056_MARKER: 63 = STACK
 OJ1056
 OJ1056  HISTORY     - Date     Condition        Report By
 OJ1056  HISTORY     - 1981     FIRST OBSERVED   NGS
 OJ1056  HISTORY     - 19970419 GOOD             USPSQD
 OJ1056  HISTORY     - 20031027 GOOD             USPSQD
 OJ1056
 OJ1056                          STATION DESCRIPTION
 OJ1056
 OJ1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1056'THE STATION, BAY CITY CONSUMER FLOUR NORTH STACK, IS THE TOP
 OJ1056'CENTER OF A 300-FEET CONCRETE STACK.
 OJ1056'
 OJ1056'THE STATION IS LOCATED ABOUT 9 KM (5-1/5 MI) NORTHEAST OF BAY CITY
 OJ1056'1.7 KM (1 MI) SOUTH OF SAGINAW BAY, 0.4 KM (1/4 MI) EAST OF THE
 OJ1056'SAGINAW RIVER AND ON WEADOCK ROAD. IN THE SW1/4,S1,T14N,R5E
 OJ1056'OF HAMPTAN TOWNSHIP.
 OJ1056'OWNERSHIP--CONSUMER FLOUR COMPANY.
 OJ1056'
 OJ1056'DESCRIBED BY G.E. NELSON.
 OJ1056
 OJ1056                          STATION RECOVERY (1997)
 OJ1056
 OJ1056'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1056'RECOVERED IN GOOD CONDITION.
 OJ1056
 OJ1056                          STATION RECOVERY (2003)
 OJ1056
 OJ1056'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OJ1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1057 ***********************************************************************
 OJ1057  DESIGNATION -  BAY CITY CONSUMER FLOUR S STK
 OJ1057  PID         -  OJ1057
 OJ1057  STATE/COUNTY-  MI/BAY
 OJ1057  USGS QUAD   -  BAY CITY NE (1973)
 OJ1057
 OJ1057                         *CURRENT SURVEY CONTROL
 OJ1057  ___________________________________________________________________
 OJ1057* NAD 83(1994)-  43 38 21.29311(N)    083 50 40.20908(W)     ADJUSTED  
 OJ1057* NAVD 88     -                                                        
 OJ1057  ___________________________________________________________________
 OJ1057  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 OJ1057  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ1057
 OJ1057  HORZ ORDER  -  THIRD
 OJ1057
 OJ1057.The horizontal coordinates were established by classical geodetic methods
 OJ1057.and adjusted by the National Geodetic Survey in February 1997..
 OJ1057
 OJ1057
 OJ1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1057
 OJ1057.The geoid height was determined by GEOID03.
 OJ1057
 OJ1057;                    North         East     Units Scale Factor Converg.
 OJ1057;SPC MI S     -   237,762.812 4,042,133.182   MT  0.99999357   +0 21 19.3
 OJ1057;SPC MI S     -   780,061.72 13,261,591.80   iFT  0.99999357   +0 21 19.3
 OJ1057;UTM  17      - 4,835,738.279   270,562.661   MT  1.00024755   -1 57 50.0
 OJ1057
 OJ1057                          SUPERSEDED SURVEY CONTROL
 OJ1057
 OJ1057  NAD 83(1986)-  43 38 21.28068(N)    083 50 40.23166(W) AD(       ) 4
 OJ1057  NAD 27      -  43 38 21.18421(N)    083 50 40.33355(W) AD(       ) 3
 OJ1057
 OJ1057.Superseded values are not recommended for survey control.
 OJ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1057.See file dsdata.txt to determine how the superseded data were derived.
 OJ1057
 OJ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7056335738(NAD 83)
 OJ1057_MARKER: 63 = STACK
 OJ1057
 OJ1057  HISTORY     - Date     Condition        Report By
 OJ1057  HISTORY     - 1981     FIRST OBSERVED   NGS
 OJ1057  HISTORY     - 19970419 GOOD             USPSQD
 OJ1057  HISTORY     - 20031027 GOOD             USPSQD
 OJ1057
 OJ1057                          STATION DESCRIPTION
 OJ1057
 OJ1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1057'THE STATION, BAY CITY CONSUMER FLOUR SOUTH STACK, IS THE TOP
 OJ1057'CENTER OF A 300-FEET CONCRETE STACK.
 OJ1057'
 OJ1057'THE STATION IS LOCATED ABOUT 9 KM (5-1/2 MI) NORTHEAST OF BAY
 OJ1057'CITY, 1.7 KM (1 MI) SOUTH OF SAGINAW BAY, 0.4 KM (1/4 MI) EAST OF
 OJ1057'THE SAGINAW RIVER AND ON WEADOCK ROAD. IN THE SW1/4,S1,T14N,R5E
 OJ1057'OF HAMPTON TOWNSHIP.
 OJ1057'OWNERSHIP--CONSUMER FLOUR COMPANY.
 OJ1057'
 OJ1057'DESCRIBED BY G.E. NELSON.
 OJ1057
 OJ1057                          STATION RECOVERY (1997)
 OJ1057
 OJ1057'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1057'RECOVERED IN GOOD CONDITION.
 OJ1057
 OJ1057                          STATION RECOVERY (2003)
 OJ1057
 OJ1057'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OJ1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1059 ***********************************************************************
 OJ1059  DESIGNATION -  BAY CITY EASTERN HS DOME
 OJ1059  PID         -  OJ1059
 OJ1059  STATE/COUNTY-  MI/BAY
 OJ1059  USGS QUAD   -  ESSEXVILLE (1973)
 OJ1059
 OJ1059                         *CURRENT SURVEY CONTROL
 OJ1059  ___________________________________________________________________
 OJ1059* NAD 83(1994)-  43 35 18.47274(N)    083 52 25.71119(W)     ADJUSTED  
 OJ1059* NAVD 88     -                                                        
 OJ1059  ___________________________________________________________________
 OJ1059  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 OJ1059  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OJ1059
 OJ1059  HORZ ORDER  -  THIRD
 OJ1059
 OJ1059.The horizontal coordinates were established by classical geodetic methods
 OJ1059.and adjusted by the National Geodetic Survey in February 1997..
 OJ1059
 OJ1059
 OJ1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1059
 OJ1059.The geoid height was determined by GEOID03.
 OJ1059
 OJ1059;                    North         East     Units Scale Factor Converg.
 OJ1059;SPC MI S     -   232,106.444 4,039,801.540   MT  0.99998227   +0 20 07.5
 OJ1059;SPC MI S     -   761,504.08 13,253,942.06   iFT  0.99998227   +0 20 07.5
 OJ1059;UTM  17      - 4,830,179.382   268,003.422   MT  1.00026208   -1 58 56.3
 OJ1059
 OJ1059                          SUPERSEDED SURVEY CONTROL
 OJ1059
 OJ1059  NAD 83(1986)-  43 35 18.46152(N)    083 52 25.73515(W) AD(       ) 4
 OJ1059  NAD 27      -  43 35 18.36701(N)    083 52 25.84342(W) AD(       ) 3
 OJ1059
 OJ1059.Superseded values are not recommended for survey control.
 OJ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1059.See file dsdata.txt to determine how the superseded data were derived.
 OJ1059
 OJ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6800330179(NAD 83)
 OJ1059
 OJ1059  HISTORY     - Date     Condition        Report By
 OJ1059  HISTORY     - UNK      MONUMENTED
 OJ1059  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OJ1059  HISTORY     - 19970419 GOOD             USPSQD
 OJ1059
 OJ1059                          STATION DESCRIPTION
 OJ1059
 OJ1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1059'STATION RECOVERED WAS DOME ON THE BAY CITY JUNIOR COLLEGE AND EASTERN
 OJ1059'HIGH SCHOOL BUILDING,
 OJ1059'LOCATED S OF THE INTERSECTION OF NORTH HAMPTON
 OJ1059'STREET AND COLUMBUS AVENUE IN BAY
 OJ1059'CITY, AND WAS ERECTED IN 1905.
 OJ1059
 OJ1059                          STATION RECOVERY (1997)
 OJ1059
 OJ1059'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1064 ***********************************************************************
 OJ1064  DESIGNATION -  BAY CITY ST STAN CH N STEEPLE
 OJ1064  PID         -  OJ1064
 OJ1064  STATE/COUNTY-  MI/BAY
 OJ1064  USGS QUAD   -  BAY CITY (1973)
 OJ1064
 OJ1064                         *CURRENT SURVEY CONTROL
 OJ1064  ___________________________________________________________________
 OJ1064* NAD 83(1994)-  43 34 49.63995(N)    083 52 52.16596(W)     ADJUSTED  
 OJ1064* NAVD 88     -                                                        
 OJ1064  ___________________________________________________________________
 OJ1064  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 OJ1064  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ1064
 OJ1064  HORZ ORDER  -  THIRD
 OJ1064
 OJ1064.The horizontal coordinates were established by classical geodetic methods
 OJ1064.and adjusted by the National Geodetic Survey in February 1997..
 OJ1064
 OJ1064
 OJ1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1064
 OJ1064.The geoid height was determined by GEOID03.
 OJ1064
 OJ1064;                    North         East     Units Scale Factor Converg.
 OJ1064;SPC MI S     -   231,213.183 4,039,213.234   MT  0.99998055   +0 19 49.5
 OJ1064;SPC MI S     -   758,573.44 13,252,011.92   iFT  0.99998055   +0 19 49.5
 OJ1064;UTM  17      - 4,829,310.396   267,379.299   MT  1.00026565   -1 59 13.5
 OJ1064
 OJ1064                          SUPERSEDED SURVEY CONTROL
 OJ1064
 OJ1064  NAD 83(1986)-  43 34 49.62887(N)    083 52 52.18985(W) AD(       ) 4
 OJ1064  NAD 27      -  43 34 49.53622(N)    083 52 52.29671(W) AD(       ) 3
 OJ1064
 OJ1064.Superseded values are not recommended for survey control.
 OJ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1064.See file dsdata.txt to determine how the superseded data were derived.
 OJ1064
 OJ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6737929310(NAD 83)
 OJ1064
 OJ1064  HISTORY     - Date     Condition        Report By
 OJ1064  HISTORY     - UNK      MONUMENTED
 OJ1064  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OJ1064  HISTORY     - 19970419 GOOD             USPSQD
 OJ1064
 OJ1064                          STATION DESCRIPTION
 OJ1064
 OJ1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1064'STATION RECOVERED WAS THE CROSS ON THE TOP OF THE NORTH STEEPLE OF
 OJ1064'THE ST. STANISLAUS
 OJ1064'CHURCH, NW OF THE INTERSECTION OF SOUTH FARRAGUT
 OJ1064'AND KOSCIUSZKO STREETS IN BAY
 OJ1064'CITY.  CHURCH IS OF WHITE BRICK, AND
 OJ1064'THE STEEPLE IS ABOUT 125 FT. HIGH.
 OJ1064
 OJ1064                          STATION RECOVERY (1997)
 OJ1064
 OJ1064'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1065 ***********************************************************************
 OJ1065  DESIGNATION -  BAY CITY ST STAN CH S STEEPLE
 OJ1065  PID         -  OJ1065
 OJ1065  STATE/COUNTY-  MI/BAY
 OJ1065  USGS QUAD   -  BAY CITY (1973)
 OJ1065
 OJ1065                         *CURRENT SURVEY CONTROL
 OJ1065  ___________________________________________________________________
 OJ1065* NAD 83(1994)-  43 34 49.05688(N)    083 52 52.15524(W)     ADJUSTED  
 OJ1065* NAVD 88     -                                                        
 OJ1065  ___________________________________________________________________
 OJ1065  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 OJ1065  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ1065
 OJ1065  HORZ ORDER  -  THIRD
 OJ1065
 OJ1065.The horizontal coordinates were established by classical geodetic methods
 OJ1065.and adjusted by the National Geodetic Survey in February 1997..
 OJ1065
 OJ1065
 OJ1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1065
 OJ1065.The geoid height was determined by GEOID03.
 OJ1065
 OJ1065;                    North         East     Units Scale Factor Converg.
 OJ1065;SPC MI S     -   231,195.190 4,039,213.578   MT  0.99998052   +0 19 49.5
 OJ1065;SPC MI S     -   758,514.40 13,252,013.05   iFT  0.99998052   +0 19 49.5
 OJ1065;UTM  17      - 4,829,292.399   267,378.916   MT  1.00026565   -1 59 13.5
 OJ1065
 OJ1065                          SUPERSEDED SURVEY CONTROL
 OJ1065
 OJ1065  NAD 83(1986)-  43 34 49.04575(N)    083 52 52.17919(W) AD(       ) 4
 OJ1065  NAD 27      -  43 34 48.95204(N)    083 52 52.28893(W) AD(       ) 3
 OJ1065
 OJ1065.Superseded values are not recommended for survey control.
 OJ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1065.See file dsdata.txt to determine how the superseded data were derived.
 OJ1065
 OJ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6737929292(NAD 83)
 OJ1065
 OJ1065  HISTORY     - Date     Condition        Report By
 OJ1065  HISTORY     - UNK      MONUMENTED
 OJ1065  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OJ1065  HISTORY     - 19970419 GOOD             USPSQD
 OJ1065
 OJ1065                          STATION DESCRIPTION
 OJ1065
 OJ1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1065'STATION RECOVERED WAS THE CROSS ON THE TOP OF THE SOUTH STEEPLE OF
 OJ1065'THE ST. STANISLAUS
 OJ1065'CHURCH, NW OF THE INTERSECTION OF SOUTH FARRAGUT
 OJ1065'AND KOSCIUSZKO STREETS IN BAY
 OJ1065'CITY.  CHURCH IS OF WHITE BRICK AND
 OJ1065'THE STEEPLE IS ABOUT 125 FT. HIGH.
 OJ1065
 OJ1065                          STATION RECOVERY (1997)
 OJ1065
 OJ1065'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0580 ***********************************************************************
 RK0580  DESIGNATION -  BAY POINT
 RK0580  PID         -  RK0580
 RK0580  STATE/COUNTY-  MI/MARQUETTE
 RK0580  USGS QUAD   -  BIG BAY (1985)
 RK0580
 RK0580                         *CURRENT SURVEY CONTROL
 RK0580  ___________________________________________________________________
 RK0580* NAD 83(1994)-  46 50 28.87973(N)    087 40 47.07263(W)     ADJUSTED  
 RK0580* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 RK0580  ___________________________________________________________________
 RK0580  LAPLACE CORR-          -5.35  (seconds)                    DEFLEC99
 RK0580  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 RK0580
 RK0580  HORZ ORDER  -  FIRST
 RK0580
 RK0580.The horizontal coordinates were established by classical geodetic methods
 RK0580.and adjusted by the National Geodetic Survey in February 1997..
 RK0580
 RK0580.The orthometric height was scaled from a topographic map.
 RK0580
 RK0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0580
 RK0580.The geoid height was determined by GEOID03.
 RK0580
 RK0580;                    North         East     Units Scale Factor Converg.
 RK0580;SPC MI N     -   228,964.296 7,948,151.919   MT  0.99994994   -0 29 28.7
 RK0580;SPC MI N     -   751,195.20 26,076,613.91   iFT  0.99994994   -0 29 28.7
 RK0580;UTM  16      - 5,187,759.045   448,169.504   MT  0.99963302   -0 29 45.1
 RK0580
 RK0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0580!SPC MI N     -   0.99997642  x   0.99994994  =   0.99992636
 RK0580!UTM  16      -   0.99997642  x   0.99963302  =   0.99960945
 RK0580
 RK0580:                Primary Azimuth Mark                     Grid Az
 RK0580:SPC MI N     -  BAY POINT AZ MK                          140 34 42.2
 RK0580:UTM  16      -  BAY POINT AZ MK                          140 34 58.6
 RK0580
 RK0580|---------------------------------------------------------------------|
 RK0580| PID    Reference Object                     Distance      Geod. Az  |
 RK0580|                                                           dddmmss.s |
 RK0580| CJ1843 BAY POINT AZ MK                                    1400513.5 |
 RK0580| CJ1844 BAY POINT RM 1                       41.041 METERS 16918     |
 RK0580| RK0579 BIG BAY POINT LIGHT                  45.175 METERS 28125     |
 RK0580| CJ1845 BAY POINT RM 2                       19.794 METERS 28717     |
 RK0580|---------------------------------------------------------------------|
 RK0580
 RK0580                          SUPERSEDED SURVEY CONTROL
 RK0580
 RK0580  NAD 83(1986)-  46 50 28.87083(N)    087 40 47.06830(W) AD(       ) 1
 RK0580  NAD 27      -  46 50 29.15600(N)    087 40 46.59900(W) AD(       ) 1
 RK0580
 RK0580.Superseded values are not recommended for survey control.
 RK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0580.See file dsdata.txt to determine how the superseded data were derived.
 RK0580
 RK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4817087759(NAD 83)
 RK0580_MARKER: DS = TRIANGULATION STATION DISK
 RK0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0580+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2002
 RK0580
 RK0580  HISTORY     - Date     Condition        Report By
 RK0580  HISTORY     - 1955     MONUMENTED       CGS
 RK0580  HISTORY     - 1977     GOOD             NGS
 RK0580  HISTORY     - 20010331 GOOD             NGS
 RK0580  HISTORY     - 20020618 GOOD             NGS
 RK0580
 RK0580                          STATION DESCRIPTION
 RK0580
 RK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0580'THE STATION IS IN SECTION 1, T. 51 N., R. 27 W., AND AT THE SITE OF
 RK0580'THE BIG BAY POINT LIGHTHOUSE.  IT IS APPROXIMATELY 3 MILES NORTHEAST
 RK0580'OF THE VILLAGE OF BIG BAY, 1-3/4 MILES NORTH OF THE NORTHEASTERN
 RK0580'POINT OF LAKE INDEPENDENCE AND ON THE SHORE OF LAKE SUPERIOR.
 RK0580'
 RK0580'TO REACH FROM BIG BAY POST OFFICE GO NORTH ON THE PAVED STREET FOR
 RK0580'0.1 MILE TO A CROSS STREET AND THE BIG BAY LODGE IN THE NORTHWEST
 RK0580'CORNER OF THE INTERSECTION, TURN LEFT AND GO WEST ON THE PAVED
 RK0580'STREET 0.05 MILE TO THE END OF THE PAVEMENT AND A CROSS STREET, TURN
 RK0580'RIGHT AND GO NORTH 0.4 MILE TO A FORK, KEEP RIGHT FORK AND GO
 RK0580'EASTERLY 2.2 MILES TO A T-ROAD, TURN LEFT AND GO NORTHERLY FOR 1.6
 RK0580'MILES TO THE LAKESHORE AND SOME CABINS IN THE VICINITY OF THE BIG
 RK0580'BAY POINT LIGHTHOUSE, TURN RIGHT AND GO EASTERLY UP HILL 0.1
 RK0580'MILE TO THE LIGHTHOUSE AND THE STATION ON THE LEFT.
 RK0580'
 RK0580'THE STATION MARK, STAMPED BAY POINT 1955, IS A STANDARD DISK SET IN A
 RK0580'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 121.4 FEET EAST
 RK0580'OF THE EAST CORNER OF THE BRICK HOUSE WITH THE LIGHT ON TOP, 100
 RK0580'FEET NORTH OF THE CENTER OF THE TRACK ROAD, 28 FEET SOUTH OF THE
 RK0580'EDGE OF THE CLIFF ALONG THE LAKE AND 4 FEET EAST OF A WHITE
 RK0580'WITNESS POST.
 RK0580'
 RK0580'REFERENCE MARK NO. 1, STAMPED BAY POINT NO 1 1955, IS A STANDARD DISK
 RK0580'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 24
 RK0580'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 2 FEET WEST OF A 10-INCH
 RK0580'TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND AT THE NORTHERN
 RK0580'EDGE OF THE WOODS.
 RK0580'
 RK0580'REFERENCE MARK NO. 2, STAMPED BAY POINT NO 2 1955, IS A STANDARD DISK
 RK0580'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 58.7
 RK0580'FEET EAST OF THE EAST CORNER OF THE BRICK HOUSE AND 33 FEET
 RK0580'SOUTH-SOUTHWEST OF A FENCE CORNER ON THE EDGE OF THE CLIFF ALONG
 RK0580'THE LAKE.
 RK0580'
 RK0580'THE AZIMUTH MARK, STAMPED BAY POINT 1955, IS A STANDARD DISK SET IN A
 RK0580'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 50 FEET SOUTH
 RK0580'OF THE CLIFF ALONG THE LAKE, 45 FEET WEST OF THE EDGE OF THE WOODS
 RK0580'ON THE EAST SIDE OF THE FIRING RANGE AND 1.5 FEET SOUTH OF A WHITE
 RK0580'WITNESS POST.
 RK0580'
 RK0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY 0.15 MILE ON
 RK0580'THE TRACK ROAD TO THE END OF THE ROAD, CONTINUE SOUTHEASTERLY ALONG
 RK0580'THE SOUTHWEST SIDE OF THE LINE OF GUN EMPLACEMENTS TO THE EASTERN
 RK0580'CORNER OF THE CLEARED FIELD AND THE AZIMUTH MARK.  THE AZIMUTH
 RK0580'MARK IS VISIBLE FROM THE GROUND.
 RK0580'
 RK0580'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0580
 RK0580                          STATION RECOVERY (1977)
 RK0580
 RK0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0580'THE STATION MARK, REFERENCE MARK 2, AND THE AZIMUTH MARK WERE
 RK0580'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE TO THE
 RK0580'STATION DUE TO THE GROWTH OF TIMBER.  REFERENCE MARK 1 WAS FOUND
 RK0580'LYING ON ITS SIDE.  THE OLD LIGHTHOUSE IS NOW THE PRIVATE RESIDENCE
 RK0580'OF A DR. PICK.
 RK0580'
 RK0580'TO REACH THE STATION FROM THE POST OFFICE IN BIG BAY, GO NORTH ON THE
 RK0580'PAVED STREET FOR 0.1 MILE TO A CROSS STREET AND THE BIG BAY LODGE IN
 RK0580'THE NW ANGLE OF THE INTERSECTION.  TURN LEFT, WEST, FOR 0.05 MILE
 RK0580'TO A CROSS STREET.  TURN RIGHT, NORTH, 0.4 MILE TO A FORK.  TAKE THE
 RK0580'RIGHT FORK AND FOLLOW PAVED ROAD EASTERLY 2.2 MILES TO A T-ROAD.
 RK0580'TURN LEFT AND GO NORTHERLY FOR 1.6 MILES TO THE OLD LIGHTHOUSE AND
 RK0580'THE STATION.
 RK0580'
 RK0580'STATION MARK IS 121.4 FEET EAST OF EAST CORNER OF THE BRICK
 RK0580'LIGHTHOUSE BUILDING (HOME OF DR. PICK), 14 FEET SOUTH OF EDGE OF
 RK0580'BLUFF, AND 7 FEET SOUTH OF A CROSSTIE FENCE, MARKED BY A WITNESS
 RK0580'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BAY
 RK0580'POINT 1955.
 RK0580'
 RK0580'REFERENCE MARK 1 IS SOUTH OF THE STATION, HAS BEEN HIT AND LEANS AT
 RK0580'ABOUT A 20 DEGREE ANGLE.
 RK0580'
 RK0580'REFERENCE MARK 2 IS WSW OF STATION, 5 PACES EAST OF A METAL LIGHT
 RK0580'POST, AND PROJECTS 5 INCHES.  THE DISK IS STAMPED BAY POINT NO 2
 RK0580'1955.
 RK0580'
 RK0580'AZIMUTH MARK IS ABOUT 0.2 MILE SOUTHEAST OF THE STATION AT THE END OF
 RK0580'THE CLEARED PATH THAT LEADS SOUTHEAST PARALLEL TO THE LAKE SHORE, 14
 RK0580'FEET EAST OF WHERE THE PATH CURVES BACK TOWARD LAKE SHORE AND 14
 RK0580'PACES SOUTH OF THE BLUFF.  THE MARK PROJECTS 1 INCH, IS 2 FEET WEST
 RK0580'OF A YELLOW METAL POST AND THE DISK IS STAMPED BAY POINT 1955.
 RK0580'
 RK0580'THE STATION MARK HAS FAIR VISIBILITY TO THE NORTH, BUT WOULD REQUIRE
 RK0580'A 64 FOOT TOWER TO CLEAR FOR OTHER DIRECTIONS.
 RK0580'
 RK0580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTHEAST
 RK0580'OF BIG BAY.
 RK0580
 RK0580                          STATION RECOVERY (2001)
 RK0580
 RK0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0580'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0580
 RK0580                          STATION RECOVERY (2002)
 RK0580
 RK0580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DDM)
 RK0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0206 ***********************************************************************
 OJ0206  DESIGNATION -  BAY USLS
 OJ0206  PID         -  OJ0206
 OJ0206  STATE/COUNTY-  MI/HURON
 OJ0206  USGS QUAD   -  FORESTVILLE (1963)
 OJ0206
 OJ0206                         *CURRENT SURVEY CONTROL
 OJ0206  ___________________________________________________________________
 OJ0206* NAD 83(1986)-  43 43 39.     (N)    082 36 44.     (W)     SCALED    
 OJ0206* NAVD 88     -       179.853  (meters)     590.07   (feet)  ADJUSTED  
 OJ0206  ___________________________________________________________________
 OJ0206  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 OJ0206  DYNAMIC HT  -         179.819 (meters)     589.96  (feet)  COMP
 OJ0206  MODELED GRAV-     980,430.0   (mgal)                       NAVD 88
 OJ0206
 OJ0206  VERT ORDER  -  FIRST     CLASS 0
 OJ0206
 OJ0206.The horizontal coordinates were scaled from a topographic map and have
 OJ0206.an estimated accuracy of +/- 6 seconds.
 OJ0206
 OJ0206.The orthometric height was determined by differential leveling
 OJ0206.and adjusted by the National Geodetic Survey in June 1991..
 OJ0206
 OJ0206.The geoid height was determined by GEOID03.
 OJ0206
 OJ0206.The dynamic height is computed by dividing the NAVD 88
 OJ0206.geopotential number by the normal gravity value computed on the
 OJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0206.degrees latitude (g = 980.6199 gals.).
 OJ0206
 OJ0206.The modeled gravity was interpolated from observed gravity values.
 OJ0206
 OJ0206;                    North         East    Units  Estimated Accuracy
 OJ0206;SPC MI S     -   248,910.    4,141,350.      MT  (+/- 180 meters Scaled)
 OJ0206
 OJ0206                          SUPERSEDED SURVEY CONTROL
 OJ0206
 OJ0206  NGVD 29 (??/??/??)  179.962  (m)          590.43   (f) ADJUSTED    1 0
 OJ0206
 OJ0206.Superseded values are not recommended for survey control.
 OJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0206.See file dsdata.txt to determine how the superseded data were derived.
 OJ0206
 OJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ701428(NAD 83)
 OJ0206_MARKER: DJ = TIDAL STATION DISK
 OJ0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0206_SP_SET: CULVERT
 OJ0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0206
 OJ0206  HISTORY     - Date     Condition        Report By
 OJ0206  HISTORY     - 1970     MONUMENTED       USLS
 OJ0206  HISTORY     - 1970     GOOD             USLS
 OJ0206  HISTORY     - 1980     GOOD             NGS
 OJ0206  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0206
 OJ0206                          STATION DESCRIPTION
 OJ0206
 OJ0206'DESCRIBED BY US LAKE SURVEY 1970
 OJ0206'4.6 MI N FROM FORESTVILLE.
 OJ0206'BAY IS IN HURON COUNTY, MICHIGAN, ABOUT 4.6 FEET NORTH OF THE
 OJ0206'INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25) IN
 OJ0206'FORESTVILLE, 32 FEET WEST OF CENTERLINE OF HIGHWAY U.S. 25,
 OJ0206'9.8 FEET SOUTHWEST OF A 8-INCH DIAMETER WHITE GUARD POST, 0.4
 OJ0206'FEET SOUTH OF NORTH EDGE AND 0.4 FEET EAST OF WEST EDGE OF 9-FOOT
 OJ0206'CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0206'HEXAGONAL BRASS ROD SET INTO THE TOP OF THE CULVERT.  BM BAY 1970
 OJ0206
 OJ0206                          STATION RECOVERY (1980)
 OJ0206
 OJ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0206'7.3 KILOMETERS (4.55 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0206'JUNCTION OF CEDAR STREET IN FORESTVILLE, 0.24 KILOMETER (0.15 MILE)
 OJ0206'SOUTH OF THE BRIDGE OVER WHITE RIVER, SET NEAT THE NORTH END OF
 OJ0206'A CONCRETE CULVERT ON THE WEST SIDE OF THE HIGHWAY,9.8 METERS
 OJ0206'(32.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.15 METER
 OJ0206'(0.5 FOOT) SOUTH OF THE NORTH END OF THE CULVERT
 OJ0206'THE MARK IS 1.5 M BELOW HIGHWAY.
 OJ0206
 OJ0206                          STATION RECOVERY (1999)
 OJ0206
 OJ0206'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1049 ***********************************************************************
 RJ1049  DESIGNATION -  BAYFIELD ROCK F RNG LT
 RJ1049  PID         -  RJ1049
 RJ1049  STATE/COUNTY-  MI/CHIPPEWA
 RJ1049  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1049
 RJ1049                         *CURRENT SURVEY CONTROL
 RJ1049  ___________________________________________________________________
 RJ1049* NAD 83(1994)-  46 29 19.90652(N)    084 16 58.89507(W)     ADJUSTED  
 RJ1049* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 RJ1049  ___________________________________________________________________
 RJ1049  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 RJ1049  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RJ1049
 RJ1049  HORZ ORDER  -  THIRD
 RJ1049
 RJ1049.The horizontal coordinates were established by classical geodetic methods
 RJ1049.and adjusted by the National Geodetic Survey in February 1997..
 RJ1049
 RJ1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1049
 RJ1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1049
 RJ1049.The geoid height was determined by GEOID03.
 RJ1049
 RJ1049;                    North         East     Units Scale Factor Converg.
 RJ1049;SPC MI N     -   193,134.554 8,208,544.726   MT  0.99990913   +1 57 49.7
 RJ1049;SPC MI N     -   633,643.55 26,930,921.02   iFT  0.99990913   +1 57 49.7
 RJ1049;SPC MI C     -   352,543.269 6,006,423.543   MT  1.00027873   +0 03 32.7
 RJ1049;SPC MI C     - 1,156,638.02 19,706,113.99   iFT  1.00027873   +0 03 32.7
 RJ1049;UTM  16      - 5,151,952.721   708,517.108   MT  1.00013448   +1 58 16.2
 RJ1049
 RJ1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1049!SPC MI N     -   0.99997722  x   0.99990913  =   0.99988635
 RJ1049!SPC MI C     -   0.99997722  x   1.00027873  =   1.00025595
 RJ1049!UTM  16      -   0.99997722  x   1.00013448  =   1.00011170
 RJ1049
 RJ1049                          SUPERSEDED SURVEY CONTROL
 RJ1049
 RJ1049  NAD 83(1986)-  46 29 19.89085(N)    084 16 58.91068(W) AD(       ) 4
 RJ1049  NAD 27      -  46 29 19.82149(N)    084 16 58.77914(W) AD(       ) 3
 RJ1049  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 RJ1049
 RJ1049.Superseded values are not recommended for survey control.
 RJ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1049.See file dsdata.txt to determine how the superseded data were derived.
 RJ1049
 RJ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0851751953(NAD 83)
 RJ1049_MARKER: 14 = NAVIGATION LIGHT
 RJ1049_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1049
 RJ1049  HISTORY     - Date     Condition        Report By
 RJ1049  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1049
 RJ1049                          STATION DESCRIPTION
 RJ1049
 RJ1049'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1049'THE STATION,BAYFIELD ROCK F RNG LT, IS THE FIXED WHITE LIGHT ON
 RJ1049'TOP OF THE WHITE SKELETAL TOWER.
 RJ1049'
 RJ1049'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF SUGAR ISLAND.
 RJ1049'
 RJ1049'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY DOCK ON SUGAR
 RJ1049'ISLAND DRIVE EAST ON SUGAR ISLAND ROAD FOR 1.0 KILOMETER
 RJ1049'(0.6 MILE) TO A BAR AND GAS STATION ON THE LEFT.  TURN LEFT
 RJ1049'AND GO NORTH ON A GRAVEL ROAD AROUND AND BEHUND THE BAR.  THE
 RJ1049'GRAVEL ROAD GOES THROUGH A CAMPGROUND.  FOLLOW THE GRAVEL ROAD
 RJ1049'THROUGH THE CAMPGROUND TO A GRASSY TRACK ROAD NEAR A WOODEN
 RJ1049'WELL HOUSE.  HERE THE GRAVEL ROAD CURVES BACK TOWARD THE
 RJ1049'MAIN ROAD.  TURN LEFT ONTO THE GRASSY TRACK ROAD AND GO
 RJ1049'NORTH TO ITS TERMINATION AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1008 ***********************************************************************
 RJ1008  DESIGNATION -  BAYFIELD ROCK FRONT RANGE LT
 RJ1008  PID         -  RJ1008
 RJ1008  STATE/COUNTY-  MI/CHIPPEWA
 RJ1008  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1008
 RJ1008                         *CURRENT SURVEY CONTROL
 RJ1008  ___________________________________________________________________
 RJ1008* NAD 83(1994)-  46 29 19.95406(N)    084 16 59.08349(W)     ADJUSTED  
 RJ1008* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ1008  ___________________________________________________________________
 RJ1008  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 RJ1008  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RJ1008
 RJ1008  HORZ ORDER  -  THIRD
 RJ1008
 RJ1008.The horizontal coordinates were established by classical geodetic methods
 RJ1008.and adjusted by the National Geodetic Survey in February 1997..
 RJ1008
 RJ1008.The orthometric height was scaled from a topographic map.
 RJ1008
 RJ1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1008
 RJ1008.The geoid height was determined by GEOID03.
 RJ1008
 RJ1008;                    North         East     Units Scale Factor Converg.
 RJ1008;SPC MI N     -   193,135.884 8,208,540.660   MT  0.99990913   +1 57 49.5
 RJ1008;SPC MI N     -   633,647.91 26,930,907.68   iFT  0.99990913   +1 57 49.5
 RJ1008;SPC MI C     -   352,544.733 6,006,419.522   MT  1.00027874   +0 03 32.6
 RJ1008;SPC MI C     - 1,156,642.82 19,706,100.79   iFT  1.00027874   +0 03 32.6
 RJ1008;UTM  16      - 5,151,954.050   708,513.041   MT  1.00013446   +1 58 16.1
 RJ1008
 RJ1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1008!SPC MI N     -   0.99997816  x   0.99990913  =   0.99988730
 RJ1008!SPC MI C     -   0.99997816  x   1.00027874  =   1.00025690
 RJ1008!UTM  16      -   0.99997816  x   1.00013446  =   1.00011262
 RJ1008
 RJ1008                          SUPERSEDED SURVEY CONTROL
 RJ1008
 RJ1008  NAD 83(1986)-  46 29 19.93920(N)    084 16 59.09983(W) AD(       ) 4
 RJ1008  NAD 27      -  46 29 19.86000(N)    084 16 58.96000(W) AD(       ) 3
 RJ1008
 RJ1008.Superseded values are not recommended for survey control.
 RJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1008.See file dsdata.txt to determine how the superseded data were derived.
 RJ1008
 RJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0851351954(NAD 83)
 RJ1008_MARKER: 14 = NAVIGATION LIGHT
 RJ1008
 RJ1008  HISTORY     - Date     Condition        Report By
 RJ1008  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1008  HISTORY     - 1958     GOOD             IBC
 RJ1008
 RJ1008                          STATION DESCRIPTION
 RJ1008
 RJ1008'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1008'ON NW POINT OF SUGAR ISLAND NEAR PICNIC ISLAND AND BELOW THE JUNCTION
 RJ1008'OF BOUNDARY CHANNEL AND THE SHIPS CHANNEL OF ST MARYS RIVER.  THE
 RJ1008'MARK IS THE CENTER OF THE TOP OF THE WHITE OCTAGONAL PYRAMIDAL TOWER.
 RJ1008
 RJ1008                          STATION RECOVERY (1958)
 RJ1008
 RJ1008'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1028 ***********************************************************************
 RJ1028  DESIGNATION -  BAYFIELD ROCK R RNG LT
 RJ1028  PID         -  RJ1028
 RJ1028  STATE/COUNTY-  MI/CHIPPEWA
 RJ1028  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1028
 RJ1028                         *CURRENT SURVEY CONTROL
 RJ1028  ___________________________________________________________________
 RJ1028* NAD 83(1994)-  46 29 17.01973(N)    084 16 46.88217(W)     ADJUSTED  
 RJ1028* NAVD 88     -                                                        
 RJ1028  ___________________________________________________________________
 RJ1028  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 RJ1028  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 RJ1028
 RJ1028  HORZ ORDER  -  THIRD
 RJ1028
 RJ1028.The horizontal coordinates were established by classical geodetic methods
 RJ1028.and adjusted by the National Geodetic Survey in February 1997..
 RJ1028
 RJ1028
 RJ1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1028
 RJ1028.The geoid height was determined by GEOID03.
 RJ1028
 RJ1028;                    North         East     Units Scale Factor Converg.
 RJ1028;SPC MI N     -   193,054.261 8,208,803.813   MT  0.99990908   +1 57 58.4
 RJ1028;SPC MI N     -   633,380.12 26,931,771.04   iFT  0.99990908   +1 57 58.4
 RJ1028;UTM  16      - 5,151,872.443   708,776.264   MT  1.00013581   +1 58 24.8
 RJ1028
 RJ1028                          SUPERSEDED SURVEY CONTROL
 RJ1028
 RJ1028  NAD 83(1986)-  46 29 17.00452(N)    084 16 46.90367(W) AD(       ) 4
 RJ1028  NAD 27      -  46 29 16.93022(N)    084 16 46.75539(W) AD(       ) 3
 RJ1028
 RJ1028.Superseded values are not recommended for survey control.
 RJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1028.See file dsdata.txt to determine how the superseded data were derived.
 RJ1028
 RJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0877651872(NAD 83)
 RJ1028_MARKER: 14 = NAVIGATION LIGHT
 RJ1028_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1028
 RJ1028  HISTORY     - Date     Condition        Report By
 RJ1028  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1028  HISTORY     - 1986     GOOD             NOS
 RJ1028
 RJ1028                          STATION DESCRIPTION
 RJ1028
 RJ1028'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1028'THE STATION,BAYFIELD ROCK R RNG LT, IS THE CENTER OF THE FIXED
 RJ1028'WHITE LIGHT ATOP A WHITE SKELETAL TOWER.  THE TOWER IS 11.6 METERS
 RJ1028'(38.0 FEET ABOVE THE EXISTING GROUND.
 RJ1028'
 RJ1028'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF SUGAR ISLAND.
 RJ1028'
 RJ1028'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY DOCK ON SUGAR
 RJ1028'ISLAND DRIVE EAST ON SUGAR ISLAND ROAD FOR 1.0 KILOMETER(0.6 MILE)
 RJ1028'TO A BAR AND GAS STATION ON THE LEFT.  TURN LEFT AND GO AROUND
 RJ1028'THE BAR ON A GRAVEL ROAD WHICH LEADS THROUGH A CAMPGROUND TO A
 RJ1028'GRASSY TRACK ROAD.  THE GRAVEL ROAD AT THIS POINT CURVES BACK
 RJ1028'TOWARD THE MAIN ROAD.  THERE IS ALSO A WOODEN WELL HOUSE NEAR
 RJ1028'THE GRASSY TRACK ROAD.  TURN LEFT ONTO THE GRASSY TRACK ROAD
 RJ1028'AND GO NORTH TO ITS TERMINATION AND THE STATION ON THE RIGHT.
 RJ1028
 RJ1028                          STATION RECOVERY (1986)
 RJ1028
 RJ1028'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1028'THE STATION WAS RECOVERED AT THIS DATE.
 RJ1028'THE STATIONS AZIMUTH WAS CHECKED FROM STATION FERRY DOCK.
 RJ1028'
 RJ1028'RECOVERED BY M JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1487 ***********************************************************************
 NE1487  DESIGNATION -  BAYLIS
 NE1487  PID         -  NE1487
 NE1487  STATE/COUNTY-  MI/WASHTENAW
 NE1487  USGS QUAD   -  YPSILANTI WEST (1983)
 NE1487
 NE1487                         *CURRENT SURVEY CONTROL
 NE1487  ___________________________________________________________________
 NE1487* NAD 83(1994)-  42 10 19.54223(N)    083 39 44.78518(W)     ADJUSTED  
 NE1487* NAVD 88     -       253.5    (meters)     832.     (feet)  GPS OBS   
 NE1487  ___________________________________________________________________
 NE1487  X           -     522,605.265 (meters)                     COMP
 NE1487  Y           -  -4,705,416.822 (meters)                     COMP
 NE1487  Z           -   4,259,937.289 (meters)                     COMP
 NE1487  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 NE1487  ELLIP HEIGHT-         219.16  (meters)          (07/12/02) GPS OBS
 NE1487  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NE1487
 NE1487  HORZ ORDER  -  FIRST
 NE1487  ELLP ORDER  -  FOURTH    CLASS I
 NE1487
 NE1487.The horizontal coordinates were established by GPS observations
 NE1487.and adjusted by the National Geodetic Survey in February 1997..
 NE1487
 NE1487.The orthometric height was determined by GPS observations and a
 NE1487.high-resolution geoid model.
 NE1487
 NE1487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1487
 NE1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1487
 NE1487.The ellipsoidal height was determined by GPS observations
 NE1487.and is referenced to NAD 83.
 NE1487
 NE1487.The geoid height was determined by GEOID03.
 NE1487
 NE1487;                    North         East     Units Scale Factor Converg.
 NE1487;SPC MI S     -    74,898.881 4,058,186.588   MT  0.99998371   +0 28 45.3
 NE1487;SPC MI S     -   245,731.24 13,314,260.46   iFT  0.99998371   +0 28 45.3
 NE1487;UTM  17      - 4,672,315.595   280,090.205   MT  1.00019508   -1 47 17.4
 NE1487
 NE1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1487!SPC MI S     -   0.99996563  x   0.99998371  =   0.99994934
 NE1487!UTM  17      -   0.99996563  x   1.00019508  =   1.00016070
 NE1487
 NE1487:                Primary Azimuth Mark                     Grid Az
 NE1487:SPC MI S     -  YPSILANTI MUNICIPAL STANDPIPE            020 25 23.1
 NE1487:UTM  17      -  YPSILANTI MUNICIPAL STANDPIPE            022 41 25.8
 NE1487
 NE1487|---------------------------------------------------------------------|
 NE1487| PID    Reference Object                     Distance      Geod. Az  |
 NE1487|                                                           dddmmss.s |
 NE1487| NE1475 YPSILANTI MUNICIPAL STANDPIPE       APPROX. 8.7 KM 0205408.4 |
 NE1487| NE1472 WILLOW RUN BOMBER PLANT E TANK      APPROX.11.7 KM 0503427.8 |
 NE1487| CH0791 BAYLIS RM 1                          40.209 METERS 08751     |
 NE1487| NE1481 MILAN FEDERAL PRISON TANK           APPROX. 8.6 KM 1842800.8 |
 NE1487| NE1482 MILAN MUNICIPAL TANK                APPROX.10.0 KM 1884944.6 |
 NE1487| NE1483 YPSILANTI STATE HOSPITAL TANK       APPROX. 2.6 KM 2495622.0 |
 NE1487| CH0790 BAYLIS AZ MK                                       2514643.8 |
 NE1487| CH0792 BAYLIS RM 2                          29.355 METERS 26921     |
 NE1487|---------------------------------------------------------------------|
 NE1487
 NE1487                          SUPERSEDED SURVEY CONTROL
 NE1487
 NE1487  ELLIP H (02/03/97)  219.21   (m)                       GP(       ) 4 1
 NE1487  NAD 83(1986)-  42 10 19.54854(N)    083 39 44.80875(W) AD(       ) 1
 NE1487  NAD 83(1986)-  42 10 19.54839(N)    083 39 44.80851(W) AD(       ) 1
 NE1487  NAD 27      -  42 10 19.40200(N)    083 39 45.02700(W) AD(       ) 1
 NE1487  NGVD 29 (03/27/91)  253.6    (m)          832.     (f) GPS OBS        
 NE1487
 NE1487.Superseded values are not recommended for survey control.
 NE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1487.See file dsdata.txt to determine how the superseded data were derived.
 NE1487
 NE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8009072316(NAD 83)
 NE1487_MARKER: DS = TRIANGULATION STATION DISK
 NE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1487_SP_SET: CONCRETE POST
 NE1487_STAMPING: BAYLIS 1943
 NE1487_MARK LOGO: CGS   
 NE1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1487+STABILITY: SURFACE MOTION
 NE1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1487+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1990
 NE1487
 NE1487  HISTORY     - Date     Condition        Report By
 NE1487  HISTORY     - 1943     MONUMENTED       CGS
 NE1487  HISTORY     - 1943     GOOD             CGS
 NE1487  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NE1487  HISTORY     - 1977     GOOD             NGS
 NE1487  HISTORY     - 1980     GOOD             MIDH
 NE1487  HISTORY     - 19900124 GOOD             NGS
 NE1487  HISTORY     - 19931101 GOOD             AYLENO
 NE1487
 NE1487                          STATION DESCRIPTION
 NE1487
 NE1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1487'STATION IS LOCATED ABOUT 2.5 MILES S OF THE JUNCTION OF U.S. HIGHWAYS
 NE1487'112 AND 23 AND ABOUT 1.0
 NE1487'MILE E OF U.S. HIGHWAY 23 ON THE N SIDE OF BEMIS
 NE1487'ROAD (GRAVEL).  IT IS IN THE SE 1/4
 NE1487'SEC. 36, T. 3 S., R. 6 E. ON
 NE1487'THE YPSILANTI-AUGUSTA TOWNSHIP LINE.  THE MARK IS SET
 NE1487'35 FEET N OF
 NE1487'THE CENTER LINE OF BEMIS ROAD, 3.4 FEET WSW OF A REFERENCE POST
 NE1487'AND 2.5 FEET S OF THE
 NE1487'E-W FENCELINE.  THE DISK IS STAMPED BAYLIS 1945.
 NE1487'
 NE1487'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 NE1487'BRONZE DISKS SET
 NE1487'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1487'
 NE1487'REFERENCE MARK 1 IS 131.92 FEET E OF THE STATION.  IT IS 35
 NE1487'FEET N OF THE
 NE1487'CENTER LINE OF BEMIS ROAD AND 1.0 FOOT S OF THE E-W
 NE1487'FENCELINE.  THE DISK IS STAMPED
 NE1487'BAYLIS NO 1 1943.
 NE1487'
 NE1487'REFERENCE MARK 2 IS 96.31 FEET W OF THE STATION.  IT IS 34
 NE1487'FEET N OF THE
 NE1487'CENTER LINE OF BEMIS ROAD AND 1.5 FEET S OF THE E-W
 NE1487'FENCELINE.  THE DISK IS STAMPED
 NE1487'BAYLIS NO 2 1943.
 NE1487'
 NE1487'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE WSW OF THE STATION.
 NE1487'IT IS 27.5 FEET E
 NE1487'OF THE CENTER LINE OF CRANE ROAD, 2.3 FEET N OF
 NE1487'A REFERENCE POST AND 1.0 FOOT W OF
 NE1487'THE N-S FENCELINE.  THE DISK IS STAMPED BAYLIS 1943.
 NE1487'
 NE1487'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 112
 NE1487'AND 23, GO S ON
 NE1487'ROUTE 23 FOR 2.5 MILES TO THE JUNCTION OF BEMIS
 NE1487'ROAD, TURN LEFT ON BEMIS ROAD
 NE1487'(GRAVELED) AND GO E FOR 0.9 MILE TO
 NE1487'THE STATION ON THE LEFT OR N SIDE OF THE ROAD.
 NE1487'
 NE1487'TO REACH THE AZIMUTH MARK FROM THE STATION GO W ON BEMIS ROAD
 NE1487'FOR 0.3 MILE, TURN
 NE1487'S (LEFT) ON CRANE ROAD AND GO 0.1 MILE TO THE MARK ON THE LEFT.
 NE1487'
 NE1487'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1487
 NE1487                          STATION RECOVERY (1943)
 NE1487
 NE1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NE1487'RECOVERED IN GOOD CONDITION.
 NE1487
 NE1487                          STATION RECOVERY (1960)
 NE1487
 NE1487'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RCY)
 NE1487'THE STATION REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NE1487'RECOVERED IN GOOD CONDITION
 NE1487'AS DESCRIBED.  THE PREVIOUS DESCRIPTION IS ADEQUATE AND COMPLETE.
 NE1487
 NE1487                          STATION RECOVERY (1977)
 NE1487
 NE1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1487'THE STATION, RMS, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 NE1487'CONDITION AS DESCRIBED.
 NE1487'
 NE1487'NEW REFERENCES WERE TAKEN TO EXPEDITE FUTURE RECOVERY OF THE
 NE1487'STATION.  THE WITNESS POST HAS BEEN REMOVED FROM THE STATION SITE.
 NE1487'THE STATION IS 157.0 FEET EAST OF A 24 INCH ASH TREE.  58.6 FEET
 NE1487'WEST OF A 15 INCH HICKORY NUT TREE.  THE FENCE MENTIONED IN THE 1943
 NE1487'DESCRIPTION NO LONGER EXISTS.  A WITNESS POST WAS FOUND
 NE1487'STANDING NEAR THE AZIMUTH MARK.
 NE1487'
 NE1487'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NW OF
 NE1487'STONY CREEK.
 NE1487
 NE1487                          STATION RECOVERY (1980)
 NE1487
 NE1487'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1487'THE STATION, REFERENCE MARKS AND AZIMUTH WERE RECOVERED IN GOOD
 NE1487'CONDITION AS DESCRIBED.  WITNESS POSTS WITH SIGNS WERE SET BY STATION
 NE1487'AND BOTH REFERENCE MARKS.
 NE1487
 NE1487                          STATION RECOVERY (1990)
 NE1487
 NE1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NE1487'THE STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) SOUTHEAST OF ANN ARBOR,
 NE1487'10.0 KM (6.20 MI) EAST OF SALINE AND 9.2 KM (5.70 MI) SOUTHWEST OF
 NE1487'YPSILANTI.  OTHER MARKS NOT SEARCHED FOR.  OWNERSHIP--WASHTENAW
 NE1487'COUNTY.
 NE1487'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NE1487'U.S. HIGHWAY 12 (EXIT 181) IN SOUTHWEST YPSILANTI.  GO SOUTHWEST ON
 NE1487'HIGHWAY 12 (MICHIGAN AVENUE) FOR 2.93 KM (1.80 MI) TO A CROSSROAD.
 NE1487'TURN LEFT AND GO SOUTH ON CARPENTER ROAD FOR 4.12 KM (2.55 MI) TO A
 NE1487'CROSSRAIL.  TURN LEFT AND GO EAST ON BEMIS ROAD FOR 1.4 KM (0.85 MI)
 NE1487'TO THE STATION ON THE LEFT.
 NE1487'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 NE1487'CONCRETE POST THAT PROJECTS 7 CM ABOVE THE GROUND.  LOCATED 9.3 M
 NE1487'(30.5 FT) NORTH FROM THE CENTER OF BEMIS ROAD AND 0.5 M (1.6 FT) SOUTH
 NE1487'OF A METAL WITNESS POST.
 NE1487'DESCRIBED BY E.J. HANSMANN.
 NE1487
 NE1487                          STATION RECOVERY (1993)
 NE1487
 NE1487'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1487'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0342 ***********************************************************************
 QL0342  DESIGNATION -  BEACH
 QL0342  PID         -  QL0342
 QL0342  STATE/COUNTY-  MI/MENOMINEE
 QL0342  USGS QUAD   -  MARINETTE EAST (1976)
 QL0342
 QL0342                         *CURRENT SURVEY CONTROL
 QL0342  ___________________________________________________________________
 QL0342* NAD 83(1994)-  45 06 16.72290(N)    087 36 06.12676(W)     ADJUSTED  
 QL0342* NAVD 88     -       178.253  (meters)     584.82   (feet)  ADJUSTED  
 QL0342  ___________________________________________________________________
 QL0342  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 QL0342  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0342  DYNAMIC HT  -         178.235 (meters)     584.76  (feet)  COMP
 QL0342  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 QL0342
 QL0342  HORZ ORDER  -  FIRST
 QL0342  VERT ORDER  -  FIRST     CLASS 0
 QL0342
 QL0342.The horizontal coordinates were established by classical geodetic methods
 QL0342.and adjusted by the National Geodetic Survey in February 1997..
 QL0342
 QL0342.The orthometric height was determined by differential leveling
 QL0342.and adjusted by the National Geodetic Survey in June 1991..
 QL0342
 QL0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0342
 QL0342.The geoid height was determined by GEOID03.
 QL0342
 QL0342.The dynamic height is computed by dividing the NAVD 88
 QL0342.geopotential number by the normal gravity value computed on the
 QL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0342.degrees latitude (g = 980.6199 gals.).
 QL0342
 QL0342.The modeled gravity was interpolated from observed gravity values.
 QL0342
 QL0342;                    North         East     Units Scale Factor Converg.
 QL0342;SPC MI N     -    35,893.611 7,952,639.254   MT  1.00011297   -0 26 05.7
 QL0342;SPC MI N     -   117,761.19 26,091,336.14   iFT  1.00011297   -0 26 05.7
 QL0342;SPC WI C     -   144,054.997   788,716.557   MT  0.99994864   +1 41 31.9
 QL0342;SPC WI C     -   472,620.44  2,587,647.57   sFT  0.99994864   +1 41 31.9
 QL0342;UTM  16      - 4,994,751.349   452,663.093   MT  0.99962755   -0 25 34.5
 QL0342
 QL0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0342!SPC MI N     -   0.99997785  x   1.00011297  =   1.00009082
 QL0342!SPC WI C     -   0.99997785  x   0.99994864  =   0.99992649
 QL0342!UTM  16      -   0.99997785  x   0.99962755  =   0.99960541
 QL0342
 QL0342:                Primary Azimuth Mark                     Grid Az
 QL0342:SPC MI N     -  BEACH AZ MK                              127 30 53.1
 QL0342:SPC WI C     -  BEACH AZ MK                              125 23 15.5
 QL0342:UTM  16      -  BEACH AZ MK                              127 30 21.9
 QL0342
 QL0342|---------------------------------------------------------------------|
 QL0342| PID    Reference Object                     Distance      Geod. Az  |
 QL0342|                                                           dddmmss.s |
 QL0342| CJ4234 BEACH AZ MK                                        1270447.4 |
 QL0342| AE9395 BEACH AZ MK 2                                      1360736.2 |
 QL0342| QL0537 MENOMINEE HOSKIN PAPER CO STK       APPROX. 0.9 KM 1480417.2 |
 QL0342| QL0536 MENOMINEE HOSKIN PAPER CO TK        APPROX. 0.9 KM 1500743.2 |
 QL0342| QL0528 MARINETTE TALL STEEL STACK          APPROX. 1.3 KM 1905456.9 |
 QL0342| QL0531 MARINETTE SACRED HEART CH SP        APPROX. 2.0 KM 2162438.3 |
 QL0342| QL0529 MARINETTE FR CH ST JOS DOME         APPROX. 2.1 KM 2293411.5 |
 QL0342| QL0522 MENOMINEE SUP SUGAR CO STACK        APPROX. 0.9 KM 2343814.6 |
 QL0342| QL0540 MARINETTE EVANG LUTH CHURCH         APPROX. 2.3 KM 2373825.0 |
 QL0342| QL0520 MARINETTE PIONEER PRESB CHURCH      APPROX. 2.0 KM 2421850.9 |
 QL0342| QL0538 MARINETTE GRAM ME CH SPIRE          APPROX. 2.1 KM 2505744.0 |
 QL0342| QL0539 MARINETTE LAUERMANS STORE TANK      APPROX. 2.4 KM 2550701.2 |
 QL0342| QL0341 BEACH RM 1                           42.075 METERS 25509     |
 QL0342| QL0542 MARINETTE CO COURTHOUSE DOME        APPROX. 2.6 KM 2583324.2 |
 QL0342| QL0543 MARINETTE MM PAPER PLT 1 TANK       APPROX. 3.8 KM 2705658.5 |
 QL0342| QL0544 MARINETTE MM PAPER PLT 1 STACK      APPROX. 3.9 KM 2713244.2 |
 QL0342| QL0541 MENOMINEE MM PAPER CO PLT 2 TK      APPROX. 2.7 KM 2765343.3 |
 QL0342| QL0521 MENOMINEE CO COURTHOUSE TOWER       APPROX. 1.0 KM 2874551.5 |
 QL0342| QL0524 MENOMINEE EPIPHANY CHURCH           APPROX. 1.1 KM 2892519.0 |
 QL0342| QL0533 MENOMINEE ST ADELBERTS CHURCH       APPROX. 1.5 KM 2944252.0 |
 QL0342| QL0526 MENOMINEE JOHN DAVIS SCH STACK      APPROX. 1.4 KM 2970746.5 |
 QL0342| QL0523 MENOMINEE CHRIST EVAN LUTH CH       APPROX. 0.8 KM 3041238.4 |
 QL0342| QL0527 MENOMINEE LLOYDS DEPT STORE TK      354.220 METERS 30807     |
 QL0342| CJ4236 BEACH RM 3                           21.955 METERS 32520     |
 QL0342| QL0343 BEACH RM 4                           33.446 METERS 32557     |
 QL0342| CJ4235 BEACH RM 2                           35.902 METERS 32940     |
 QL0342| QL0519 MENOMINEE LLOYD MFG CO TANK         APPROX. 2.5 KM 3425150.4 |
 QL0342|---------------------------------------------------------------------|
 QL0342
 QL0342                          SUPERSEDED SURVEY CONTROL
 QL0342
 QL0342  NAD 83(1994)-  45 06 16.72284(N)    087 36 06.12671(W) AD(       ) 1
 QL0342  NAD 83(1986)-  45 06 16.71937(N)    087 36 06.12517(W) AD(       ) 1
 QL0342  NAD 27      -  45 06 16.77300(N)    087 36 05.73900(W) AD(       ) 1
 QL0342  NGVD 29 (??/??/92)  178.28   (m)          584.9    (f) COMPUTED    1 0
 QL0342
 QL0342.Superseded values are not recommended for survey control.
 QL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0342.See file dsdata.txt to determine how the superseded data were derived.
 QL0342
 QL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ5266394751(NAD 83)
 QL0342_MARKER: DS = TRIANGULATION STATION DISK
 QL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0342_STAMPING: BEACH 1934
 QL0342_MARK LOGO: CGS   
 QL0342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0342+STABILITY: SURFACE MOTION
 QL0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0342+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1996
 QL0342
 QL0342  HISTORY     - Date     Condition        Report By
 QL0342  HISTORY     - 1934     MONUMENTED       CGS
 QL0342  HISTORY     - 1950     SEE DESCRIPTION  USLS
 QL0342  HISTORY     - 1952     SEE DESCRIPTION  LOCENG
 QL0342  HISTORY     - 1953     SEE DESCRIPTION  CGS
 QL0342  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QL0342  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0342  HISTORY     - 1972     GOOD             NGS
 QL0342  HISTORY     - 1974     SEE DESCRIPTION  RBNF
 QL0342  HISTORY     - 1976     GOOD             NGS
 QL0342  HISTORY     - 1980     GOOD             NGS
 QL0342  HISTORY     - 19960417 POOR             MIDT
 QL0342  HISTORY     - 20010331 GOOD             NGS
 QL0342  HISTORY     - 20011102 GOOD             USPSQD
 QL0342  HISTORY     - 20040730 GOOD             GEOCAC
 QL0342
 QL0342                          STATION DESCRIPTION
 QL0342
 QL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0342'IN THE CITY OF MENOMINEE, IN
 QL0342'SEC. 35, T. 32 N.,
 QL0342'R. 27 W. ON LAND OWNED BY CITY OF MENOMINEE, AND KNOWN AS
 QL0342'MENOMINEE BEACH, 140 FEET EAST OF
 QL0342'NORTHEAST CORNER OF LUMBERMANS NATIONAL
 QL0342'BANK BUILDING IN SOUTHEAST CORNER OF PARK, 85 FEET
 QL0342'WEST OF HIGH-WATERLINE OF SHORE
 QL0342'OF GREEN BAY, 26 YARDS EAST OF ALLEYWAY, AND 25 YARDS NORTH OF
 QL0342'ALLEYWAY.  SURFACE AND
 QL0342'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 7B
 QL0342'AND 1A, UPPER MARK IS
 QL0342'FLUSH WITH SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD
 QL0342'REFERENCE DISK IN CONCRETE, NOTE
 QL0342'11B.  NO. 1 PROJECTS 6 INCHES ABOVE GROUND, IS
 QL0342'1 FOOT EAST OF NORTHEAST CORNER OF BANK BUILDING,
 QL0342'AND 138.04 FEET FROM STATION IN
 QL0342'AZIMUTH 75 DEG 10 MIN.  NO. 2 IS FLUSH WITH SURFACE OF GROUND, 156
 QL0342'FEET NORTHEAST OF CORNER OF BANK
 QL0342'BUILDING, 30 YARDS WEST OF SHORE LINE, AND 117.79 FEET FROM STATION
 QL0342'IN AZIMUTH 149 DEG 40 MIN.
 QL0342'DISTANCE BETWEEN REFERENCE MARKS IS 155.72 FEET.  AZIMUTH
 QL0342'MARK IS STANDARD REFERENCE DISK SET FLUSH IN
 QL0342'CONCRETE PIER WHICH LEADS OUT TO FRONT
 QL0342'RANGE LIGHT, 140 YARES EAST OF FOG HORN ON SAME PIER, 4 FEET
 QL0342'SOUTH OF NORTH EDGE OF PIER,
 QL0342'AND APPROXIMATELY 0.6 MILE FROM STATION IN AZIMUTH 307 DEG 04 MIN 51
 QL0342'SEC.  FOLLOWING AZIMUTHS ARE FROM STATION-
 QL0342'MENOMINEE LOYDS DEPARTMENT STORE, TANK, 128 DEG 07 MIN 26 SEC.
 QL0342'MENOMINEE, HOTEL MENOMINEE, STACK, 359 DEG 13
 QL0342'MIN 24 SEC.
 QL0342
 QL0342                          STATION RECOVERY (1950)
 QL0342
 QL0342'RECOVERY NOTE BY US LAKE SURVEY 1950
 QL0342'STATION MARK WAS FOUND TO BE IN
 QL0342'GOOD CONDITION.
 QL0342'THE UNDERGROUND MARK WAS NOT UNCOVERED.  THE REFERENCE
 QL0342'AND AZIMUTH MARKS WERE FOUND TO BE
 QL0342'IN GOOD CONDITION.  THE
 QL0342'DESCRIPTION WAS FOUND TO BE CORRECT WITH THE
 QL0342'FOLLOWING EXCEPTIONS-
 QL0342'
 QL0342'THE FORMER LUMBERMANS NATIONAL BANK BUILDING IS NOW OCCUPIED
 QL0342'BY A DOCTORS
 QL0342'OFFICE.  THE STATION IS 41 FT. W OF THE HIGH-WATER-MARK.
 QL0342'THE ALLEYWAYS HAVE BEEN
 QL0342'REMOVED, AND THE AREA CONVERTED
 QL0342'INTO A PARKING LOT.  REFERENCE MARK 2 IS
 QL0342'NOW 86 FT. W OF THE SHORELINE.
 QL0342'MENOMINEE LLOYDS DEPARTMENT STORE IS NOW OCCUPIED BY
 QL0342'MONTGOMERY WARD.
 QL0342'
 QL0342'STATION IS IN THE SE CORNER OF MENOMINEE BEACH PARK AT MENOMINEE,
 QL0342'IN AN AUTO PARKING
 QL0342'AREA AT THE S END OF LAKEFRONT PARK IN
 QL0342'THE BUSINESS DISTRICT OF MENOMINEE.
 QL0342'CLEAR N THROUGH SE, BUILT UP
 QL0342'SE THROUGH N 30 FT. TO SEE S ALONG THE SHORE AND
 QL0342'60-PLUS TO SEE W.
 QL0342
 QL0342                          STATION RECOVERY (1952)
 QL0342
 QL0342'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952 (JIC)
 QL0342'LETTER FROM MR. J.I. CORBETT, CITY ENGINEER, CITY OF MENOMINEE,
 QL0342'MENOMINEE, MICHIGAN DATED APRIL 18, 1952--
 QL0342'
 QL0342'REFERENCE MARK 2 WAS FOUND UNDERMINED AND TIPPED OVER.
 QL0342'
 QL0342'REFERENCE MARK DISK, STAMPED BEACH NO 2 1934, WAS RECEIVED
 QL0342'AT THIS OFFICE MAY
 QL0342'9, 1952.
 QL0342'
 QL0342'RECOVERED BY CITY ENGINEER MENOMINEE MICHIGAN
 QL0342
 QL0342                          STATION RECOVERY (1953)
 QL0342
 QL0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (ELJ)
 QL0342'STATION WAS RECOVERED AS DESCRIBED, AND ACCORDING TO
 QL0342'THE CHANGES LISTED
 QL0342'BY THE U.S.L.S. IN 1950.  STATION, REFERENCE
 QL0342'MARK 1, AND THE AZIMUTH MARK WERE
 QL0342'FOUND IN GOOOD CONDITION.  REFERENCE
 QL0342'MARK 2 WAS WASHED OUT BY WAVES, AND THE DISK WAS
 QL0342'RETURNED
 QL0342'TO THE OFFICE IN MAY 1952 BY THE CITY ENGINEER OF MENOMINEE.  A
 QL0342'NEW REFERENCE
 QL0342'MARK WAS ESTABLISHED BY THIS PARTY.  IT IS 131 FT.
 QL0342'NE OF THE NE CORNER OF THE
 QL0342'CONCRETE BUILDING, 11 FT. W OF THE
 QL0342'HIGH-WATERLINE OF THE SHORE, AND 1 FT. N OF
 QL0342'THE CORNER OF THE CONCRETE
 QL0342'APRON.  THE DISK IS A STANDARD REFERENCE-MARK DISK, SET
 QL0342'FLUSH IN A
 QL0342'DRILL HOLE IN THE CONCRETE APRON WHICH EXTENDS ALONG
 QL0342'THE SHORE, AND STAMPED BEACH
 QL0342'NO 3 1934.
 QL0342
 QL0342                          STATION RECOVERY (1971)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QL0342'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 QL0342'REFERENCE MARK 3
 QL0342'WAS NOT FOUND AND THOUGHT TO HAVE BEEN PAVED OVER.  THE
 QL0342'AZIMUTH MARK WAS NOT FOUND AND
 QL0342'ASSUMED TO HAVE BEEN DESTROYED BY
 QL0342'CONSTRUCTION ON THE PIER.  THE DIRECTION TO THE
 QL0342'HARBOR LIGHT FAILED TO
 QL0342'CHECK AND ALSO THOUGHT TO HAVE BEEN CHANGED DURING THE
 QL0342'CONSTRUCTION.  THE
 QL0342'DIRECTION TO REFERENCE MARK 1 CHECKED BUT DUE TO CARS THE 1934
 QL0342'DISTANCE HAD TO BE
 QL0342'USED.  A REFERENCE MARK 4 AND A NEW AZIMUTH MARK WERE SET.  A
 QL0342'NEW DESCRIPTION FOLLOWS-
 QL0342'
 QL0342'THE STATION IS LOCATED 103 FEET SOUTHEST OF THE SOUTHEAST CORNER
 QL0342'OF THE GREAT LAKES
 QL0342'MEMORIAL PARK AND MARINA, ABOUT 250 FEET EAST OF THE
 QL0342'INTERSECTION OF 1ST STREET AND 6TH
 QL0342'AVENUE, 140 FEET EAST OF THE NORTHEAST
 QL0342'CORNER OF OLD BANK BUILDING (534 1ST ST.), 44 FEET
 QL0342'SOUTH OF POWER
 QL0342'POLE GUY POLE, 32 FEET WEST OF WATERS EDGE, AT THE EAST EDGE OF TOWN
 QL0342'ON THE LAKE
 QL0342'SHORE, IN A GRAVELED PARKING LOT.  THE MONUMENT IS 2 INCHES
 QL0342'UNDERGROUND AND THE DISK IS
 QL0342'STAMPED BEACH 1934.  (NOTE 1A 7A)
 QL0342'
 QL0342'REFERENCE MARK 1 IS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE
 QL0342'OLD BANK BUILDING
 QL0342'AND 4 FEET SOUTH OF THE SOUTHEDGE OF PAVED PARKING LOT
 QL0342'AND A POWER POLE.  THE MONUMENT
 QL0342'PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0342'BEACH NO 1 1934.
 QL0342'
 QL0342'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BEACH 1934 NO 4 1971,
 QL0342'SET IN A DRILL
 QL0342'HOLE IN A CONCRETE APRON ALONG THE SHORE LINE, 1 FOOT
 QL0342'EAST OF THE WEST EDGE OF THE
 QL0342'APRON, 34 FEET SOUTHEAST OF A 30 INCH ELM
 QL0342'TREE, 7 FEET NORTH OF THE SOUTHEAST CORNER OF
 QL0342'THE PARK AND 9 FEET WEST
 QL0342'OF THE EAST EDGE OF THE APRON.
 QL0342'
 QL0342'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEACH 1934 1971, SET
 QL0342'IN A DRILL HOLE IN
 QL0342'THE CONCRETE PIER LEADING TO THE HARBOR LIGHT, 53
 QL0342'FEET EAST OF THE WEST END OF THE
 QL0342'PIER, 2-1/2 FEET SOUTHEAST OF A METAL LEG
 QL0342'OF AN OVERHEAD CATWALK, 12 FEET NORTH OF THE SOUTH
 QL0342'EDGE OF PIER AND 12
 QL0342'FEET SOUTH OF THE NORTH EDGE OF PIER.
 QL0342'
 QL0342'TO REACH AZIMUTH MARK FROM THE OLD BANK BUILDING, GO SOUTH ON
 QL0342'1ST STREET FOR
 QL0342'0.45 MILE TO THE INTERSECTION WITH HIGHWAY 173.  TURN
 QL0342'LEFT AND GO EASTERLY ON HIGHWAY
 QL0342'173 FOR 0.4 MILE TO ITS END AND THE PIER
 QL0342'ABOUT 0.1 MILE AHEAD AND THE AZIMUTH MARK AS
 QL0342'DESCRIBED.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MENOMINEE
 QL0342'
 QL0342'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QL0342
 QL0342                          STATION RECOVERY (1972)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0342'THE STATION AND RM 1 WERE RECOVERED AND IN GOOD CONDITION.  THE
 QL0342'AZIMUTH MARK AND RM
 QL0342'3 WERE SEARCHED FOR BUT NOT RECOVERED.  IT IS BELIEVED
 QL0342'THAT RM 3 IS STILL IN PLACE
 QL0342'BUT COVERED WITH A LAYER OF BLACK TOP
 QL0342'FOR PARKING AREA.  RM 4 SET IN 1971 WAS FOUND
 QL0342'DURING SEARCH FOR RM 3.
 QL0342'
 QL0342'THE TO REACH FOR THE STATION AND RM 1 IS ADEQUATE.
 QL0342'NO DESCRIPTION OF RM 4 WAS
 QL0342'AVAILBABLE AT THIS OFFICE.
 QL0342'
 QL0342'RM 4 IS IS NEAR THE JUNCTION OF 1 ST STREET AND 6 TH AVENUE, NEAR THE
 QL0342'NORTH CORNER OF A
 QL0342'PARKING LOT, 110.3 FEET NORTHWEST OF THE STATION
 QL0342'MARK DESCRIBED, SET IN THE TOP OF A
 QL0342'CONCRETE SIDEWALK ALONG THE NORTHEAST
 QL0342'SIDE OF A PARKING LOT, 7 FEET NORTHWEST OF THE
 QL0342'NORTHWEST EDGE
 QL0342'OF THE PARKING LOT, 1. FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 QL0342'THE SIDEWALK
 QL0342'AND ABOUT 1-1/2 FEET BELOW THE STATION MARK.
 QL0342'
 QL0342'NOTE- MARK IS IN A VERY POOR STRUCTURE.  SHOULD BE USED WITH CAUTION
 QL0342'AFTER A WINTER IN
 QL0342'THIS AREA.  SIDEWALK IS ABOUT 3 INCHES THICK.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT MENOMINEE,
 QL0342'MICHIGAN
 QL0342
 QL0342                          STATION RECOVERY (1972)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0342'AT MENOMINEE.
 QL0342'AT MENOMINEE, ABOUT 95 YARDS EAST OF THE JUNCTION OF 1 ST
 QL0342'STREET AND 6 TH AVENUE, AT THE NORTHEAST EDGE OF A PARKING LOT,
 QL0342'140 FEET EAST OF THE NORTH CORNER OF THE LUMBERMANS NATIONAL
 QL0342'BANK, 128.9 FEET NORTH OF THE NORTH CORNER OF A LARGE CHIMNEY
 QL0342'LOCATED ON THE NORTHWEST SIDE OF A LARGE THREE-STORY BUILDING,
 QL0342'43 1/2 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE, 32 FEET
 QL0342'SOUTHWEST OF THE WATER LINE OF LAKE MICHIGAN, 14 1/2 FEET
 QL0342'SOUTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL
 QL0342'OF 1 ST STREET AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 QL0342'BELOW THE LEVEL OF THE GROUND.  SECTION 2, T 31 N, R 27 W.
 QL0342
 QL0342                          STATION RECOVERY (1974)
 QL0342
 QL0342'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1974 (QL)
 QL0342'THE STATION MARK IS BEING COVERED WITH GRAVEL AND ITS CONDITION
 QL0342'IS DETERIORATING.
 QL0342'R.M. 1 AND R.M. 4 ARE IN GOOD CONDITION.  R.M. 3
 QL0342'WAS FOUND IN POOR CONDITION DUE TO
 QL0342'THE MARK BEING PRIVIOUSLY COVERED
 QL0342'WITH BLACKTOP.  THE HIGH WATER AND ROUGH WAVES CAUSED
 QL0342'THE BLACKTOP TO BE
 QL0342'WORN AWAY AND THE MARK TO BE EXPOSED.
 QL0342'
 QL0342'LETTER DATED APRIL 17, 1974 FROM MR. Q. LAFOND, MENOMINEE, MICH.
 QL0342
 QL0342                          STATION RECOVERY (1976)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 QL0342'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QL0342'REFERENCE MARKS 1, 3, AND 4 WERE ALSO RECOVERED.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MENOMINEE.
 QL0342
 QL0342                          STATION RECOVERY (1980)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 QL0342'RECOVERED THE STATION MARK, RM 1 AND RM 4 AS DESCRIBED BY RRG IN
 QL0342'1972.
 QL0342'
 QL0342'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN SE MENOMINEE.
 QL0342
 QL0342                          STATION RECOVERY (1996)
 QL0342
 QL0342'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0342'NOTE-THE WEST PORTION OF THE CONCRETE POST IS BROKEN AWAY, IT APPEARS
 QL0342'TO HAVE BEEN HIT BY EQUIPMENT POSSIBLE SNOW REMOVAL STATION IS LOCATED
 QL0342'AT MENOMINEE, IN QUAD 450873.  AT THE EAST EDGE OF TOWN ON THE SHORE
 QL0342'OF GREEN BAY (LAKE MICHIGAN) AND NEAR THE SOUTHEAST CORNER OF THE
 QL0342'GREAT LAKES MEMORIAL PARK AND MARINA.  IN SECTION 2, T-31-N, R-27-W.
 QL0342'OWNER-CITY OF MENOMINEE TO REACH FROM THE COUTHOUSE ON 10TH AVENUE GO
 QL0342'EAST TO 1ST STREET, TURN RIGHT (SOUTH) ON 1ST STREET TO THE SOUTH EDGE
 QL0342'OF THE PARK, AN OLD 2 STORY LIGHT GREY STONE BUILDING (FORMER
 QL0342'LUMBERMANS BANK NOW OCCUPIED BY A CHIROPRACTIC CENTER) WHICH IS
 QL0342'DIRECTLY OPPOSITE 6TH AVENUE ON THE RIGHT.  TURN LEFT (EAST) INTO
 QL0342'PARKING LOT AT THE NORTH SIDE OF THE BUILDING TO THE SHORE OF GREEN
 QL0342'BAY AND THE STATION ON THE RIGHT,   31.7 M (104.0 FT) EAST OF THE
 QL0342'NORTHEAST CORNER OF THE 2 STORY BUILDING, AND 0.20 M (0.66 FT) EAST OF
 QL0342'A CARSONITE WITNESS POST, ABOUT 0.10 M (0.33 FT) ABOVE THE LEVEL OF
 QL0342'THE GROUND.
 QL0342
 QL0342                          STATION RECOVERY (2001)
 QL0342
 QL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0342'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0342
 QL0342                          STATION RECOVERY (2001)
 QL0342
 QL0342'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 QL0342'AZ MARK RECOVERED IN GOOD CONDITION.
 QL0342
 QL0342                          STATION RECOVERY (2004)
 QL0342
 QL0342'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 QL0342'THIS TRIANGULATION DISK WAS FOUND 0.66 FEET EAST OF THE CARSONITE
 QL0342'WITNESS POST AS DESCRIBED IN THE 1996 REPORT, EXCEPT THAT IT IS ABOUT
 QL0342'2 INCHES BELOW THE GROUND SURFACE IN A GRASS AREA. A COUPLE OF PROBES
 QL0342'WITH A WIRE REVEALED THE DISK'S LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0341 ***********************************************************************
 QL0341  DESIGNATION -  BEACH RM 1
 QL0341  PID         -  QL0341
 QL0341  STATE/COUNTY-  MI/MENOMINEE
 QL0341  USGS QUAD   -  MARINETTE EAST (1976)
 QL0341
 QL0341                         *CURRENT SURVEY CONTROL
 QL0341  ___________________________________________________________________
 QL0341* NAD 83(1986)-  45 06 16.     (N)    087 36 06.     (W)     SCALED    
 QL0341* NAVD 88     -       179.710  (meters)     589.60   (feet)  ADJUSTED  
 QL0341  ___________________________________________________________________
 QL0341  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0341  DYNAMIC HT  -         179.692 (meters)     589.54  (feet)  COMP
 QL0341  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 QL0341
 QL0341  VERT ORDER  -  FIRST     CLASS 0
 QL0341
 QL0341.The horizontal coordinates were scaled from a topographic map and have
 QL0341.an estimated accuracy of +/- 6 seconds.
 QL0341
 QL0341.The orthometric height was determined by differential leveling
 QL0341.and adjusted by the National Geodetic Survey in June 1991..
 QL0341
 QL0341.The geoid height was determined by GEOID03.
 QL0341
 QL0341.The dynamic height is computed by dividing the NAVD 88
 QL0341.geopotential number by the normal gravity value computed on the
 QL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0341.degrees latitude (g = 980.6199 gals.).
 QL0341
 QL0341.The modeled gravity was interpolated from observed gravity values.
 QL0341
 QL0341;                    North         East    Units  Estimated Accuracy
 QL0341;SPC MI N     -    35,870.    7,952,640.      MT  (+/- 180 meters Scaled)
 QL0341
 QL0341                          SUPERSEDED SURVEY CONTROL
 QL0341
 QL0341  NGVD 29 (??/??/92)  179.74   (m)          589.7    (f) COMPUTED    1 0
 QL0341
 QL0341.Superseded values are not recommended for survey control.
 QL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0341.See file dsdata.txt to determine how the superseded data were derived.
 QL0341
 QL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ526947(NAD 83)
 QL0341_MARKER: DR = REFERENCE MARK DISK
 QL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0341_STAMPING: BEACH NO 1 1934
 QL0341_MARK LOGO: CGS   
 QL0341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0341+STABILITY: SURFACE MOTION
 QL0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0341+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 QL0341
 QL0341  HISTORY     - Date     Condition        Report By
 QL0341  HISTORY     - 1934     MONUMENTED       CGS
 QL0341  HISTORY     - 1972     GOOD             NGS
 QL0341  HISTORY     - 1990     GOOD             USPSQD
 QL0341  HISTORY     - 19910416 GOOD             USPSQD
 QL0341  HISTORY     - 19960319 GOOD             MIDT
 QL0341  HISTORY     - 20011102 GOOD             USPSQD
 QL0341  HISTORY     - 20040320 GOOD             USPSQD
 QL0341
 QL0341                          STATION DESCRIPTION
 QL0341
 QL0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0341'AT MENOMINEE.
 QL0341'AT MENOMINEE, ABOUT 40 YARDS NORTHEAST OF THE JUNCTION OF 1 ST
 QL0341'STREET AND 6 TH AVENUE, NEAR THE NORTH CORNER OF THE OLD
 QL0341'LUMBERMANS NATIONAL BANK BUILDING (A TWO-STORY CONCRETE
 QL0341'BUILDING), 1.5 FEET EAST OF THE NORTH CORNER OF THE BUILDING,
 QL0341'138.0 FEET WEST OF THE STATION MARK DESCRIBED, 1.2 FEET NORTHEAST
 QL0341'OF THE NORTHEAST WALL OF THE BUILDING, 1 FOOT BELOW THE LEVEL
 QL0341'OF 1 ST STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0341'4 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 2, T 31 N,
 QL0341'R 27 W.
 QL0341
 QL0341                          STATION RECOVERY (1990)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0341'RECOVERED IN GOOD CONDITION.
 QL0341
 QL0341                          STATION RECOVERY (1991)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 1991 (CN)
 QL0341'RECOVERED IN GOOD CONDITION.
 QL0341
 QL0341                          STATION RECOVERY (1996)
 QL0341
 QL0341'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0341'RECOVERED AS DESCRIBED.
 QL0341
 QL0341                          STATION RECOVERY (2001)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 QL0341'RECOVERED IN GOOD CONDITION.
 QL0341
 QL0341                          STATION RECOVERY (2004)
 QL0341
 QL0341'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0341'A TWO STORY ADDITION HAS BEEN ADDED TO THE NORTH AND EAST SIDES OF THE
 QL0341'BUILDING NOW KNOWN AS THE ZELM BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0343 ***********************************************************************
 QL0343  DESIGNATION -  BEACH RM 4
 QL0343  PID         -  QL0343
 QL0343  STATE/COUNTY-  MI/MENOMINEE
 QL0343  USGS QUAD   -  MARINETTE EAST (1976)
 QL0343
 QL0343                         *CURRENT SURVEY CONTROL
 QL0343  ___________________________________________________________________
 QL0343* NAD 83(1986)-  45 06 16.     (N)    087 36 06.     (W)     SCALED    
 QL0343* NAVD 88     -       177.773  (meters)     583.24   (feet)  ADJUSTED  
 QL0343  ___________________________________________________________________
 QL0343  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0343  DYNAMIC HT  -         177.756 (meters)     583.19  (feet)  COMP
 QL0343  MODELED GRAV-     980,515.1   (mgal)                       NAVD 88
 QL0343
 QL0343  VERT ORDER  -  FIRST     CLASS 0
 QL0343
 QL0343.The horizontal coordinates were scaled from a topographic map and have
 QL0343.an estimated accuracy of +/- 6 seconds.
 QL0343
 QL0343.The orthometric height was determined by differential leveling
 QL0343.and adjusted by the National Geodetic Survey in June 1991..
 QL0343
 QL0343.The geoid height was determined by GEOID03.
 QL0343
 QL0343.The dynamic height is computed by dividing the NAVD 88
 QL0343.geopotential number by the normal gravity value computed on the
 QL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0343.degrees latitude (g = 980.6199 gals.).
 QL0343
 QL0343.The modeled gravity was interpolated from observed gravity values.
 QL0343
 QL0343;                    North         East    Units  Estimated Accuracy
 QL0343;SPC MI N     -    35,870.    7,952,640.      MT  (+/- 180 meters Scaled)
 QL0343
 QL0343                          SUPERSEDED SURVEY CONTROL
 QL0343
 QL0343  NGVD 29 (??/??/92)  177.80   (m)          583.3    (f) COMPUTED    1 0
 QL0343
 QL0343.Superseded values are not recommended for survey control.
 QL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0343.See file dsdata.txt to determine how the superseded data were derived.
 QL0343
 QL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ526947(NAD 83)
 QL0343_MARKER: DR = REFERENCE MARK DISK
 QL0343_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0343_SP_SET: APRON
 QL0343_STAMPING: BEACH NO 4 1934 1971
 QL0343_MARK LOGO: CGS   
 QL0343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QL0343_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0343+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1996
 QL0343
 QL0343  HISTORY     - Date     Condition        Report By
 QL0343  HISTORY     - 1971     MONUMENTED       CGS
 QL0343  HISTORY     - 1972     GOOD             NGS
 QL0343  HISTORY     - 19960423 POOR             MIDT
 QL0343
 QL0343                          STATION DESCRIPTION
 QL0343
 QL0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0343'AT MENOMINEE.
 QL0343'AT MENOMINEE, AT THE JUNCTION OF 1 ST STREET AND 6 TH AVENUE,
 QL0343'NEAR THE NORTH CORNER OF A PARKING LOT THAT IS ALONG THE
 QL0343'LUMBERMANS NATIONAL BANK, 110.3 FEET NORTHWEST OF THE STATION
 QL0343'MARK DESCRIBED, SET IN THE TOP OF A CONCRETE SIDEWALK ALONG THE
 QL0343'NORTHEAST SIDE OF THE PARKING AREA, 7 FEET NORTHWEST OF THE
 QL0343'NORTHWEST EDGE OF THE PARKING AREA, 1.3 FEET NORTHEAST OF THE
 QL0343'SOUTHWEST EDGE OF THE SIDEWALK AND ABOUT 1 1/2 FEET BELOW THE
 QL0343'STATION MARK.  SECTION 2, T 31 N, R 27 W.  NOTE-- MARK IS IN A
 QL0343'VERY POOR STRUCTURE.  SHOULD BE USED WITH CAUTION AFTER A WINTER
 QL0343'IN THIS AREA.
 QL0343
 QL0343                          STATION RECOVERY (1996)
 QL0343
 QL0343'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0343'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STRUCTURE VERY
 QL0343'POOR CONDITION, CONCRETE IS BROKEN AND SHOWS EVIDENCE OF FROST
 QL0343'MOVEMENT.  MARK IS LOCATED ABOUT 0.6 M (2.0 FT) NORTH OF THE NORTHEAST
 QL0343'CORNER OF THE BLACKTOP PARKING LOT, AT THE CONCRETE APRON AND THE
 QL0343'LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0248 ***********************************************************************
 RJ0248  DESIGNATION -  BEAM
 RJ0248  PID         -  RJ0248
 RJ0248  STATE/COUNTY-  MI/CHIPPEWA
 RJ0248  USGS QUAD   -  BRIMLEY (1975)
 RJ0248
 RJ0248                         *CURRENT SURVEY CONTROL
 RJ0248  ___________________________________________________________________
 RJ0248* NAD 83(1986)-  46 25 08.     (N)    084 31 42.     (W)     SCALED    
 RJ0248* NAVD 88     -       203.353  (meters)     667.17   (feet)  ADJUSTED  
 RJ0248  ___________________________________________________________________
 RJ0248  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0248  DYNAMIC HT  -         203.363 (meters)     667.20  (feet)  COMP
 RJ0248  MODELED GRAV-     980,658.9   (mgal)                       NAVD 88
 RJ0248
 RJ0248  VERT ORDER  -  FIRST     CLASS 0
 RJ0248
 RJ0248.The horizontal coordinates were scaled from a topographic map and have
 RJ0248.an estimated accuracy of +/- 6 seconds.
 RJ0248
 RJ0248.The orthometric height was determined by differential leveling
 RJ0248.and adjusted by the National Geodetic Survey in June 1991..
 RJ0248
 RJ0248.The geoid height was determined by GEOID03.
 RJ0248
 RJ0248.The dynamic height is computed by dividing the NAVD 88
 RJ0248.geopotential number by the normal gravity value computed on the
 RJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0248.degrees latitude (g = 980.6199 gals.).
 RJ0248
 RJ0248.The modeled gravity was interpolated from observed gravity values.
 RJ0248
 RJ0248;                    North         East    Units  Estimated Accuracy
 RJ0248;SPC MI N     -   184,740.    8,189,970.      MT  (+/- 180 meters Scaled)
 RJ0248
 RJ0248                          SUPERSEDED SURVEY CONTROL
 RJ0248
 RJ0248  NGVD 29 (??/??/92)  203.337  (m)          667.11   (f) ADJ UNCH    1 0
 RJ0248
 RJ0248.Superseded values are not recommended for survey control.
 RJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0248.See file dsdata.txt to determine how the superseded data were derived.
 RJ0248
 RJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS899435(NAD 83)
 RJ0248_MARKER: Z = SEE DESCRIPTION
 RJ0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0248_SP_SET: STEEL ROD
 RJ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0248
 RJ0248  HISTORY     - Date     Condition        Report By
 RJ0248  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0248  HISTORY     - 1972     GOOD             USLS
 RJ0248  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0248
 RJ0248                          STATION DESCRIPTION
 RJ0248
 RJ0248'DESCRIBED BY US LAKE SURVEY 1972
 RJ0248'2.2 MI E FROM BRIMLEY.
 RJ0248'BEAM IS IN CHIPPEWA COUNTY, MICHIGAN, 2.2 MILES EAST FROM
 RJ0248'BRIDGE OVER WAISKA RIVER IN BRIMLEY AT CREST OF HILL, 93.5 FEET
 RJ0248'WESTERLY OF UTILITY POLE NO. 183, 79.0 FEET NORTHWEST OF
 RJ0248'NORTHEAST CORNER, 75.8 FEET NORTH OF NORTHWEST CORNER AND IN
 RJ0248'LINE WITH WEST FACE OF GARAGE ON BEAMISH PROPERTY, 52.9 FEET
 RJ0248'SOUTHEAST OF A 20-INCH FIR, 23 FEET NORTH OF CENTERLINE OF 6-MILE
 RJ0248'ROAD, 12.0 FEET EAST OF UTILITY POLE NO. E17501, 1/2-FOOT BELOW
 RJ0248'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0248'DIAMETER COPPER-COATED STEEL ROD, 12 FEET LONG.
 RJ0248
 RJ0248                          STATION RECOVERY (1983)
 RJ0248
 RJ0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0248'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0704 ***********************************************************************
 QK0704  DESIGNATION -  BEAR CREEK RADIO KQB 626 MAST
 QK0704  PID         -  QK0704
 QK0704  STATE/COUNTY-  MI/EMMET
 QK0704  USGS QUAD   -  DEADMANS HILL (1986)
 QK0704
 QK0704                         *CURRENT SURVEY CONTROL
 QK0704  ___________________________________________________________________
 QK0704* NAD 83(1994)-  45 19 33.05589(N)    084 52 42.88664(W)     ADJUSTED  
 QK0704* NAVD 88     -                                                        
 QK0704  ___________________________________________________________________
 QK0704  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 QK0704  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 QK0704
 QK0704  HORZ ORDER  -  THIRD
 QK0704
 QK0704.The horizontal coordinates were established by classical geodetic methods
 QK0704.and adjusted by the National Geodetic Survey in February 1997..
 QK0704
 QK0704
 QK0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0704
 QK0704.The geoid height was determined by GEOID03.
 QK0704
 QK0704;                    North         East     Units Scale Factor Converg.
 QK0704;SPC MI C     -   223,388.848 5,959,869.593   MT  0.99993496   -0 21 41.8
 QK0704;SPC MI C     -   732,903.04 19,553,377.93   iFT  0.99993496   -0 21 41.8
 QK0704;UTM  16      - 5,021,338.262   666,249.584   MT  0.99993984   +1 30 32.1
 QK0704
 QK0704                          SUPERSEDED SURVEY CONTROL
 QK0704
 QK0704  NAD 83(1986)-  45 19 33.04957(N)    084 52 42.88734(W) AD(       ) 4
 QK0704  NAD 27      -  45 19 33.00600(N)    084 52 42.72300(W) AD(       ) 3
 QK0704
 QK0704.Superseded values are not recommended for survey control.
 QK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0704.See file dsdata.txt to determine how the superseded data were derived.
 QK0704
 QK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6625021338(NAD 83)
 QK0704
 QK0704  HISTORY     - Date     Condition        Report By
 QK0704  HISTORY     - UNK      MONUMENTED
 QK0704  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0704  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 QK0704
 QK0704                          STATION DESCRIPTION
 QK0704
 QK0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0704'THIS STATION WAS FORMERLY CALLED THE BEAR CREEK FIRE LOOKOUT TOWER IN
 QK0704'1932.  THE MAST HAS BEEN INSTALLED
 QK0704'IN THE CENTER OF THE TOP OF THE CAB OF THE OLD LOOKOUT TOWER, WHICH
 QK0704'IS NO LONGER USED FOR FIRE LOCATION
 QK0704'PURPOSES.
 QK0704'
 QK0704'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QK0704'
 QK0704'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF PETOSKEY, NEAR THE
 QK0704'NORTH END OF A CLEARED AREA,
 QK0704'JUST SOUTH OF TRIANGULATION STATION RIDGE AND ON STATE OWNED LAND.
 QK0704'THE LOOKOUT TOWER IS A FOUR LEGGED STEEL
 QK0704'STRUCTURE ABOUT 90 FEET HIGH WITH A LOOKOUT CAB ON THE
 QK0704'TOP.  THE RADIO MAST IS BOLTED TO THE CORNERS
 QK0704'OF THE OLD LOOKOUT CAB AND EXTENDS ABOUT 30
 QK0704'FEET ABOVE THE CAB, WITH AN OVERALL HEIGHT OF THE STRUCTURE OF
 QK0704'ABOUT 120 FEET.  THE CENTER OF THE MAST
 QK0704'WAS LOCATED BY MEANS OF INTERSECTING THE FOUR LEGS ON THE FLAT ROOF
 QK0704'OF THE CAB AND MEASURING THE
 QK0704'DISTANCE OVER TO THE INSTRUMENT ON STATION RIDGE.  A NAIL WAS DRIVEN
 QK0704'INTO THE ROOF AT THE POINT OF
 QK0704'INTERSECTION AND WAS OBSERVED UPON.  THE DISTANCE IS 64.94
 QK0704'FEET (19.795 METERS) SOUTH OF STATION RIDGE.
 QK0704'
 QK0704'TO REACH THE STATION FROM THE POST OFFICE IN PETOSKEY, GO EAST ON
 QK0704'MITCHELL STREET FOR 0.6 MILE
 QK0704'TO KALAMAZOO AVENUE.  TURN RIGHT AND GO SOUTH ON KALAMAZOO AVENUE FOR
 QK0704'0.45 MILE TO A CAUTION LIGHT.  TURN
 QK0704'LEFT AND FOLLOW THE MAIN BLACKTOPPED ROAD, EAST, SOUTH AND
 QK0704'EAST FOR 0.7 MILE TO A T-ROAD RIGHT.  TURN RIGHT
 QK0704'AND GO SOUTH ON BLACKTOPPED ROAD FOR 0.5
 QK0704'MILE TO A T-ROAD LEFT.  TURN LEFT AND GO EAST AND SOUTH ON GRAVELED
 QK0704'ROAD FOR 2.5 MILES TO A CHURCH ON THE
 QK0704'RIGHT AND A T-ROAD LEFT.  CONTINUE STRAIGHT AHEAD EAST ON GRADED ROAD
 QK0704'FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 QK0704'TURN RIGHT AND GO SOUTH ON GRADED SANDY ROAD FOR 1.0
 QK0704'MILE TO A CONCRETE BLOCK HOUSE ON THE WEST SIDE
 QK0704'AND A SIDE ROAD LEFT.  TURN LEFT AND GO
 QK0704'EAST ON A TRACK ROAD ALONG THE NORTH SIDE OF A CLEARED AREA FOR
 QK0704'0.3 MILE TO THE STATION AS
 QK0704'DESCRIBED.
 QK0704
 QK0704                          STATION RECOVERY (1996)
 QK0704
 QK0704'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1616 ***********************************************************************
 RL1616  DESIGNATION -  BEATONS
 RL1616  PID         -  RL1616
 RL1616  STATE/COUNTY-  MI/GOGEBIC
 RL1616  USGS QUAD   -  STAR LAKE (1982)
 RL1616
 RL1616                         *CURRENT SURVEY CONTROL
 RL1616  ___________________________________________________________________
 RL1616* NAD 83(1994)-  46 21 01.92246(N)    089 22 38.06987(W)     ADJUSTED  
 RL1616* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 RL1616  ___________________________________________________________________
 RL1616  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 RL1616  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 RL1616
 RL1616  HORZ ORDER  -  THIRD
 RL1616
 RL1616.The horizontal coordinates were established by classical geodetic methods
 RL1616.and adjusted by the National Geodetic Survey in February 1997..
 RL1616
 RL1616.The orthometric height was scaled from a topographic map.
 RL1616
 RL1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1616
 RL1616.The geoid height was determined by GEOID03.
 RL1616
 RL1616;                    North         East     Units Scale Factor Converg.
 RL1616;SPC MI N     -   176,928.432 7,817,062.435   MT  0.99990348   -1 43 05.7
 RL1616;SPC MI N     -   580,473.86 25,646,530.30   iFT  0.99990348   -1 43 05.7
 RL1616;UTM  16      - 5,135,741.787   317,092.950   MT  1.00001126   -1 43 14.1
 RL1616
 RL1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1616!SPC MI N     -   0.99992322  x   0.99990348  =   0.99982671
 RL1616!UTM  16      -   0.99992322  x   1.00001126  =   0.99993448
 RL1616
 RL1616:                Primary Azimuth Mark                     Grid Az
 RL1616:SPC MI N     -  PAULDING                                 067 15 17.0
 RL1616:UTM  16      -  PAULDING                                 067 15 25.4
 RL1616
 RL1616|---------------------------------------------------------------------|
 RL1616| PID    Reference Object                     Distance      Geod. Az  |
 RL1616|                                                           dddmmss.s |
 RL1616| RL1102 PAULDING                            APPROX.13.4 KM 0653211.3 |
 RL1616| CJ1853 BEATONS RM 1                         23.414 METERS 17946     |
 RL1616| CJ2229 BEATONS RM 2                         21.451 METERS 35117     |
 RL1616|---------------------------------------------------------------------|
 RL1616
 RL1616                          SUPERSEDED SURVEY CONTROL
 RL1616
 RL1616  NAD 83(1994)-  46 21 01.92041(N)    089 22 38.06741(W) AD(       ) 3
 RL1616  NAD 83(1986)-  46 21 01.91942(N)    089 22 38.06527(W) AD(       ) 3
 RL1616  NAD 27      -  46 21 02.11400(N)    089 22 37.54400(W) AD(       ) 3
 RL1616
 RL1616.Superseded values are not recommended for survey control.
 RL1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1616.See file dsdata.txt to determine how the superseded data were derived.
 RL1616
 RL1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1709335742(NAD 83)
 RL1616_MARKER: DS = TRIANGULATION STATION DISK
 RL1616_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1616_STAMPING: BEATONS 1952
 RL1616_MARK LOGO: CGS   
 RL1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1616+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL1616
 RL1616  HISTORY     - Date     Condition        Report By
 RL1616  HISTORY     - 1952     MONUMENTED       CGS
 RL1616  HISTORY     - 19950830 POOR             MIDT
 RL1616  HISTORY     - 19950830 POOR             MIDT
 RL1616
 RL1616                          STATION DESCRIPTION
 RL1616
 RL1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1616'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF PAULDING,
 RL1616'9 MILES WEST OF STATE HIGHWAY 45, 8 MILES NORTHWEST OF SYLVANIA,
 RL1616'3-1/2 MILES NORTH OF U.S. HIGHWAY 2, 1/2 MILE NORTH OF BEATONS
 RL1616'LAKE AND ON A SMALL, FLAT-TOPPED HILL WHICH IS THE HIGHEST
 RL1616'POINT IN THE VICINITY.
 RL1616'
 RL1616'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2
 RL1616'AND STATE HIGHWAY 64, WHICH IS 0.6 MILE NORTH OF THE RAILROAD
 RL1616'STATION IN MARENISCO, GO EAST-SOUTHEAST ON U.S. HIGHWAY 2
 RL1616'FOR 12.4 MILES TO A SIDE ROAD LEFT, 0.1 MILE WEST OF A RAILROAD
 RL1616'CROSSING, TURN LEFT AND FOLLOW THE GRAVEL ROAD NORTHEAST
 RL1616'FOR 3.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW
 RL1616'THE GRAVEL ROAD SOUTHEAST FOR 2.1 MILES TO THE SUMMIT OF
 RL1616'A KNOLL, A CLEARED TRAIL ON THE LEFT AND A TRIANGLE BLAZE
 RL1616'ON A TREE ON THE EAST EDGE OF THE CLEARED TRAIL.  THIS IS THE
 RL1616'END OF TRUCK TRAVEL FOR A TWO-WHEEL DRIVE TRUCK.  WITH A
 RL1616'FOUR-WHEEL DRIVE TRUCK, TURN LEFT, THROUGH THE DITCH AND
 RL1616'FOLLOW THE CLEARED TRAIL ABOUT 0.1 MILE TO A 4-FOOT TREE,
 RL1616'90 FEET HIGH ON THE SUMMIT OF A KNOLL AND THE STATION
 RL1616'MARK 25 FEET SOUTHEAST OF THE TREE.
 RL1616'
 RL1616'THE STATION MARK, STAMPED BEATONS 1952, IS A STANDARD DISK
 RL1616'SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE, WHICH
 RL1616'PROJECTS 4 INCHES.  IT IS 25 FEET NORTH OF THE SOUTH EDGE
 RL1616'OF THE FLAT-TOPPED KNOLL, 17 FEET SOUTH OF A 2-FOOT TREE
 RL1616'WITH A TRIANGLE BLAZE AND 5 FEET WEST OF A WITNESS POST.
 RL1616'
 RL1616'REFERENCE MARK NO. 1, STAMPED BEATONS NO. 1 1952, IS A STANDARD
 RL1616'DISK SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE,
 RL1616'WHICH PROJECTS 6 INCHES.  IT IS 4 FEET NORTH OF A 2-FOOT
 RL1616'TREE ON THE EDGE OF THE CLEARED TRAIL TO THE STATION AND
 RL1616'ABOUT 4 FEET LOWER THAN THE STATION.
 RL1616'
 RL1616'REFERENCE MARK NO. 2, STAMPED BEATONS NO. 2 1952, IS A STANDARD
 RL1616'DISK SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE,
 RL1616'WHICH PROJECTS 6 INCHES AND IS AT ABOUT THE SAME ELEVATION
 RL1616'AS THE STATION.
 RL1616'
 RL1616'NO SUITABLE SPOT WAS FOUND TO SET AN AZIMUTH MARK AT THIS
 RL1616'STATION.
 RL1616'
 RL1616'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RL1616
 RL1616                          STATION RECOVERY (1995)
 RL1616
 RL1616'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1616'RECOVERED AS DESCRIBED.  STATION MARK HAS BEEN HIT BY EQUIPMENT AND IS
 RL1616'LEANING ABOUT 4 INCHES FROM THE VERTICAL.  THE MARK IS UNSUITABLE FOR
 RL1616'GPS OBSERVATIONS.
 RL1616
 RL1616                          STATION RECOVERY (1995)
 RL1616
 RL1616'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1616'STATION IS LOCATED ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF PAULDING, 9.0
 RL1616'MI (14.5 KM) WEST OF U.S.  HIGHWAY 45, 8.0 MI (12.9 KM) NORTHWEST OF
 RL1616'SYLANIA, 3.5 MI (5.6 KM) NORTH OF U.S.  HIGHWAY 2, 0.5 MI (0.8 KM)
 RL1616'NORTH OF BEATONS LAKE AND ON FOREST SERVICE LAND.  IN THE SOUTH 1/2 OF
 RL1616'SECTION 25, T-46-N, R-41-W AND ON PROPERTY OF THE OTTAWA NATIONAL
 RL1616'FOREST. TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 45 AND U.S.
 RL1616'HIGHWAY 2 AT WATERSMEET, FOLLOW HIGHWAY 2 FOR ABOUT 13.6 MI (21.9 KM)
 RL1616'TO HIGHWAY OVERPASS.  CONTINUE WEST ABOUT 100 YARDS TO COUNTY ROAD
 RL1616'527.  TURN RIGHT GOING NORTH AND FOLLOW COUNTY ROAD 527 NORTHEASTERLY
 RL1616'FOR 3.0 MI (4.8 KM) TO A SIDE ROAD RIGHT (EAST) .  TURN RIGHT AND GO
 RL1616'2.1 MI (3.4 KM) TO CREST OF A SMALL KNOLL, A DIM TRAIL ON THE LEFT
 RL1616'WITH A METAL WITNESS SIGN NAILED TO A TREE (THIS IS ABOUT 0.1 MI (0.2
 RL1616'KM) EAST OF A WELL USED LOGGING ROAD NORTH) , WITH A 4-WHELL DRIVE
 RL1616'VEHIGLE FOLLOW TRAIL NORTH THROUGH WOODS FOR 0.1 MI (0.2 KM) TO THE
 RL1616'MARK IN THE TRAIL (NOTE MAY REQUIRE LIGHT BRUSHING TO NAVIGATE TRAIL,
 RL1616'A STANDARD DISK SET IN THE TOP OF AN IRON PIPE FILLED WITH CONCRETE
 RL1616'AND IMBEDDED IN THE GROUND, 2.0 FT (0.6 M) SOUTH OF A METAL WITNESS
 RL1616'POST, 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST. NOTE---THE
 RL1616'STATION MARK HAS BEEN HIT BY EQUIPMENT AND IS LEANING ABOUT 4-INCHES
 RL1616'FROM THE VERTICAL.  THE DATABASE DATED 08-14-93 IS MISSING THE
 RL1616'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS.  ALSO IT MAKES NO
 RL1616'REFERENCE AS TO THE EXISTANCE OF AN UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1769 ***********************************************************************
 NF1769  DESIGNATION -  BEAUMONT 2
 NF1769  PID         -  NF1769
 NF1769  STATE/COUNTY-  MI/INGHAM
 NF1769  USGS QUAD   -  EAST LANSING (1970)
 NF1769
 NF1769                         *CURRENT SURVEY CONTROL
 NF1769  ___________________________________________________________________
 NF1769* NAD 83(1994)-  42 42 00.06509(N)    084 28 17.98786(W)     ADJUSTED  
 NF1769* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 NF1769  ___________________________________________________________________
 NF1769  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 NF1769  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF1769
 NF1769  HORZ ORDER  -  THIRD
 NF1769
 NF1769.The horizontal coordinates were established by classical geodetic methods
 NF1769.and adjusted by the National Geodetic Survey in February 1997..
 NF1769
 NF1769.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1769
 NF1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1769
 NF1769.The geoid height was determined by GEOID03.
 NF1769
 NF1769;                    North         East     Units Scale Factor Converg.
 NF1769;SPC MI S     -   133,300.046 3,991,397.700   MT  0.99991207   -0 04 17.2
 NF1769;SPC MI S     -   437,336.11 13,095,136.81   iFT  0.99991207   -0 04 17.2
 NF1769;UTM  16      - 4,730,602.837   707,085.757   MT  1.00012763   +1 42 54.8
 NF1769
 NF1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1769!SPC MI S     -   0.99996169  x   0.99991207  =   0.99987376
 NF1769!UTM  16      -   0.99996169  x   1.00012763  =   1.00008931
 NF1769
 NF1769|---------------------------------------------------------------------|
 NF1769| PID    Reference Object                     Distance      Geod. Az  |
 NF1769|                                                           dddmmss.s |
 NF1769| NF1773 BEAUMONT RM 2                                      00818     |
 NF1769| NF1314 BEAUMONT                             11.258 METERS 14036     |
 NF1769| NF1774 BEAUMONT 2 RM 3                                    16110     |
 NF1769| NF1309 BEAUMONT AZ MK                      APPROX. 0.9 KM 3205742.8 |
 NF1769| NF1315 EAST LANS RAD STA WKAR TWR          APPROX. 0.7 KM 3365302.4 |
 NF1769|---------------------------------------------------------------------|
 NF1769
 NF1769                          SUPERSEDED SURVEY CONTROL
 NF1769
 NF1769  NAD 83(1986)-  42 42 00.06410(N)    084 28 18.00662(W) AD(       ) 3
 NF1769  NGVD 29 (12/07/92)  278.0    (m)          912.     (f) H LEVEL        
 NF1769
 NF1769.Superseded values are not recommended for survey control.
 NF1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1769.See file dsdata.txt to determine how the superseded data were derived.
 NF1769
 NF1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0708630603(NAD 83)
 NF1769_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1769_SP_SET: CONCRETE POST
 NF1769_STAMPING: BEAUMONT 2 1985
 NF1769_MARK LOGO: NGS   
 NF1769_PROJECTION: FLUSH
 NF1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1769+STABILITY: SURFACE MOTION
 NF1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1769+SATELLITE: SATELLITE OBSERVATIONS - 1985
 NF1769
 NF1769  HISTORY     - Date     Condition        Report By
 NF1769  HISTORY     - 1985     MONUMENTED       NGS
 NF1769  HISTORY     - 19850315 GOOD             NGS
 NF1769  HISTORY     - 19970707 GOOD             WOOLPT
 NF1769  HISTORY     - 20030419 GOOD             USPSQD
 NF1769  HISTORY     - 20060429 GOOD             USPSQD
 NF1769
 NF1769                          STATION DESCRIPTION
 NF1769
 NF1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1769'STATION IS LOCATED IN QUAD. 420841, ABOUT 7.2 KM (4.47 MI)
 NF1769'EAST-SOUTHEAST OF THE CENTER OF LANSING, ON PROPERTY OF MICHIGAN STATE
 NF1769'UNIVERSITY, 0.32 KM (0.20 MI) NORTH FROM THE BEEF CATTLE BUILDING AND
 NF1769'IN THE SOUTHEAST 1/4 SEC. 30, T-4-N, R-1-W.
 NF1769'TO REACH THE STATION FROM THE JOLLY ROAD EXIT OFF INTERSTATE HIGHWAY
 NF1769'496, ABOUT 6.4 KM (3.98 MI) SOUTHEAST OF THE CENTER OF LANSING, GO
 NF1769'EAST ON DUNCEL DRIVE FOR 0.48 KM (0.30 MI) TO A T-ROAD JUNCTION,
 NF1769'(COLLINS ROAD).  TURN RIGHT AND GO SOUTH ON COLLINS ROAD FOR 1.28 KM
 NF1769'(0.80 MI) TO A T-ROAD JUNCTION, (JOLLY ROAD).  TURN LEFT AND GO EAST
 NF1769'ON JOLLY ROAD FOR 2.56 KM (1.59 MI) TO A PAVED CROSSROAD, (COLLEGE
 NF1769'ROAD).  TURN LEFT AND GO NORTH ON COLLEGE ROAD FOR 1.6 KM (0.99 MI)
 NF1769'TO A PAVED ROAD RIGHT, (BENNETT ROAD).  TURN RIGHT AND GO EAST ON
 NF1769'BENNETT ROAD FOR 0.96 KM (0.60 MI) TO A PAVED SIDE ROAD LEFT,
 NF1769'(BEAUMONT ROAD).  TURN LEFT ON BEAUMONT ROAD AND GO NORTH FOR 0.16 KM
 NF1769'(0.10 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1769'STATION IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 37.8 M
 NF1769'(124.02 FT) NORTH FROM A FIELD ENTRANCE ROAD, 12.65 M (41.50 FT)
 NF1769'SOUTH FROM A 6 INCH PINE TREE, 12.19 M (39.99 FT) EAST FROM THE CENTER
 NF1769'OF BEAUMONT ROAD, 7.93 M (26.02 FT) NORTH FROM A 6 INCH PINE TREE AND
 NF1769'1.98 M (6.50 FT) WEST FROM A NORTH-SOUTH FENCE LINE AND WITNESS POST.
 NF1769'A TRAVERSE CONNECTION WAS MADE TO STATION BEAUMONT 1976 USING
 NF1769'STANDARDIZED TAPES AND TO BEAUMONT 1976 AZIMUTH USING ELECTRONIC
 NF1769'DISTANCE MEASURING EQUIPMENT.
 NF1769'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1769
 NF1769                          STATION RECOVERY (1985)
 NF1769
 NF1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 NF1769'THE STATION IS LOCATED ABOUT 4 1/2 MILES EAST SOUTHEAST OF THE CENTER
 NF1769'OF LANSING ON MICHIGAN STATE UNIVERSITY PROPERTY AND 0.2 MILE (0.3 KM)
 NF1769'NORTH FO THE BEEF CATTLE BUILDING IN THE SOUTHEAST 1/4 SEC 30 7 4 N R
 NF1769'1 W.  OWNERSHIP --MICHIGAN STATE UNIVERSITY.  TO REACH THE STATION
 NF1769'FROM THE JOLLY ROAD EXIT OFF INTERSTATE 496 ABOUT 4.0 MILES (6.4 KM)
 NF1769'SOUTHEAST OF THE CENTER OF LANSING GO EAST ON DUNCEL DRIVE FOR 0.3
 NF1769'MILE (0.5 KM) TO A T ROAD JUNCTION ( COLLINS ROAD) . TURN RIGHT AND GO
 NF1769'SOUTH ON COLLINS ROAD FOR 0.8 MILE (1.3 KM) TO A T ROAD JUNCTION
 NF1769'(JOLLY ROAD) .  TURN LEFT AND GO EAST ON JOLLY ROAD FOR 1.5 MILES
 NF1769'(2.4 KM) TO A PAVED CROSSROAD (COLLEGE ROAD).  TURN LEFT AND GO NORTH
 NF1769'ON COLLEGE ROAD FOR 1.0 MILE (1.6 KM) TO A PAVED ROAD RIGHT (BENNETT
 NF1769'ROAD) .  TURN RIGHT AND GO EAST ON BENNETT ROAD FOR 0.6 MILE (1.0 M)
 NF1769'TO A PAVED SIDE ROAD LEFT (BEAUMONT ROAD). TURN LEFT ON BEAUMONT ROAD
 NF1769'AND GO NORTH FOR 0.1 MILE (0.2 KM) TO THE STATION ON THE RIGHT AS
 NF1769'DESCRIBED.
 NF1769' 
 NF1769'THE STATION IS A STANDARD NGS DISK STAMPED--BEAUMONT 2 1985--,  SET
 NF1769'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (10 INCHES) IN
 NF1769'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 37.795 METERS
 NF1769'(123.999 FT) NORTH FROM A FIELD ENTRANCE ROAD, 12.649 METERS
 NF1769'(41.499 FT) SOUTH FROM A 6 INCH PINE TREE, 1.981 METERS (6.499 FT)
 NF1769'WEST FROM A N S FENCE LINE AND WITNESS POST.
 NF1769' 
 NF1769'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--BEAUMONT NO 2
 NF1769'1976--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM
 NF1769'(12 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 NF1769'14.021 METERS (46.001 FT) EAST FROM THE CENTER OF BEAUMONT ROAD
 NF1769'AND 0.152 METERS (0.499 FT) EAST FROM THE N S FENCE LINE AND 0.3
 NF1769'METERS (1.0 FT) BELOW THE STATION.
 NF1769' 
 NF1769'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BEAUMONT 2 NO 3
 NF1769'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM
 NF1769'(19 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 NF1769'32.004 METERS (105.000 FT) NORTH FROM THE FIELD ENTRANCE ROAD, 13.868
 NF1769'METERS (45.499 FT) EAST FROM THE CENTER OF BEAUMONT ROAD, 3.962 METERS
 NF1769'(12.999 FT) NORTH FROM A METAL WITNESS POST AND 0.762 METERS (2.500
 NF1769'FT) WEST FROM THE N S FENCE LINE AND 0.2 METERS (0.7 FT) ABOVE THE
 NF1769'STATION.
 NF1769' 
 NF1769'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--BEAUMONT 1976--, SET
 NF1769'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM (12 INCHE)S IN
 NF1769'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 10.058 METERS
 NF1769'(32.99 FT) EAST FROM THE CENTER OF FARM LANE ROAD, 5.182 METERS
 NF1769'(17.001 FT) SOUTHEAST FROM THE CONCRETE FOOTING OF A ROAD SIGN AND
 NF1769'1.372 METERS (4.501 FT) SOUTH FROM A UTILITY POLE.  TO REACH THE
 NF1769'AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON BEAUMONT ROAD FOR 0.25
 NF1769'MILE (0.40 KM) TO A SIDE ROAD LEFT (FOREST ROAD).  TURN LEFT ON
 NF1769'FOREST ROAD AND GO WEST FOR 0.3 MILE (0.5 KM) TO A SIDE ROAD RIGHT
 NF1769'(FARM LANE ROAD).  TURN RIGHT AND GO NORTH ON FARM LANE ROAD FOR 0.1
 NF1769'MILE (0.2 KM) TO MARK ON RIGHT.
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769' 
 NF1769'
 NF1769
 NF1769                          STATION RECOVERY (1997)
 NF1769
 NF1769'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1997
 NF1769'RECOVERED IN GOOD CONDITION.
 NF1769
 NF1769                          STATION RECOVERY (2003)
 NF1769
 NF1769'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1769'THE TOWERS HAVE BEEN REMOVED
 NF1769
 NF1769                          STATION RECOVERY (2006)
 NF1769
 NF1769'RECOVERY NOTE BY US POWER SQUADRON 2006 (DT)
 NF1769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1309 ***********************************************************************
 NF1309  DESIGNATION -  BEAUMONT AZ MK
 NF1309  PID         -  NF1309
 NF1309  STATE/COUNTY-  MI/INGHAM
 NF1309  USGS QUAD   -  EAST LANSING (1970)
 NF1309
 NF1309                         *CURRENT SURVEY CONTROL
 NF1309  ___________________________________________________________________
 NF1309* NAD 83(1994)-  42 42 21.54570(N)    084 28 41.60607(W)     ADJUSTED  
 NF1309* NAVD 88     -       263.3    (meters)     864.     (feet)  VERTCON   
 NF1309  ___________________________________________________________________
 NF1309  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 NF1309  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF1309
 NF1309  HORZ ORDER  -  SECOND
 NF1309
 NF1309.The horizontal coordinates were established by classical geodetic methods
 NF1309.and adjusted by the National Geodetic Survey in February 1997..
 NF1309
 NF1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1309
 NF1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1309
 NF1309.The geoid height was determined by GEOID03.
 NF1309
 NF1309;                    North         East     Units Scale Factor Converg.
 NF1309;SPC MI S     -   133,963.515 3,990,861.072   MT  0.99991174   -0 04 33.3
 NF1309;SPC MI S     -   439,512.84 13,093,376.22   iFT  0.99991174   -0 04 33.3
 NF1309;UTM  16      - 4,731,249.391   706,528.583   MT  1.00012480   +1 42 39.5
 NF1309
 NF1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1309!SPC MI S     -   0.99996398  x   0.99991174  =   0.99987572
 NF1309!UTM  16      -   0.99996398  x   1.00012480  =   1.00008877
 NF1309
 NF1309|---------------------------------------------------------------------|
 NF1309| PID    Reference Object                     Distance      Geod. Az  |
 NF1309|                                                           dddmmss.s |
 NF1309| NF1308 BEAUMONT AZ MK A PT 1976              7.066 METERS 02051     |
 NF1309| NF1315 EAST LANS RAD STA WKAR TWR          266.935 METERS 09536     |
 NF1309| NF1314 BEAUMONT                            APPROX. 0.9 KM 1405709.6 |
 NF1309|---------------------------------------------------------------------|
 NF1309
 NF1309                          SUPERSEDED SURVEY CONTROL
 NF1309
 NF1309  NAD 83(1986)-  42 42 21.54469(N)    084 28 41.62485(W) AD(       ) 2
 NF1309  NAD 27      -  42 42 21.41821(N)    084 28 41.70993(W) AD(       ) 2
 NF1309  NGVD 29 (07/19/86)  263.4    (m)          864.     (f) VERT ANG       
 NF1309
 NF1309.Superseded values are not recommended for survey control.
 NF1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1309.See file dsdata.txt to determine how the superseded data were derived.
 NF1309
 NF1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0652931249(NAD 83)
 NF1309_MARKER: DZ = AZIMUTH MARK DISK
 NF1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1309_SP_SET: CONCRETE POST
 NF1309_STAMPING: BEAUMONT 1976
 NF1309_MARK LOGO: NGS   
 NF1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1309+STABILITY: SURFACE MOTION
 NF1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1309+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 NF1309
 NF1309  HISTORY     - Date     Condition        Report By
 NF1309  HISTORY     - 1976     MONUMENTED       NGS
 NF1309  HISTORY     - 1976     GOOD             RBNF
 NF1309  HISTORY     - 19850315 GOOD             NGS
 NF1309  HISTORY     - 20030706 GOOD             GEOCAC
 NF1309  HISTORY     - 20060429 GOOD             USPSQD
 NF1309
 NF1309                          STATION DESCRIPTION
 NF1309
 NF1309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1309'STATION MARK, A STANDARD DISK STAMPED BEAUMONT 1976, IS SET IN THE
 NF1309'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1309'THE GROUND SURFACE.  IT IS 33 FEET EAST OF THE APPROXIMATE CENTER
 NF1309'OF A PAVED ROAD, 17 FEET SOUTHEAST OF A CONCRETE FOOTING OF A LARGE
 NF1309'ROAD SIGN, 4.5 FEET SOUTH OF A POWERLINE POLE AND 3.5 FEET NORTH
 NF1309'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 NF1309'
 NF1309'TO REACH THE STATION MARK GO NORTH ON BEAUMONT ROAD FOR 0.25 MILE TO
 NF1309'FOREST ROAD ON THE LEFT, TURN LEFT ON FOREST ROAD AND GO 0.3 MILE TO
 NF1309'FARM LANE ROAD, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO THE
 NF1309'STATION MARK ON THE RIGHT.
 NF1309'
 NF1309'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT SURFACE MARK.
 NF1309
 NF1309                          STATION RECOVERY (1976)
 NF1309
 NF1309'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1976
 NF1309'RECOVERED IN GOOD CONDITION.
 NF1309
 NF1309                          STATION RECOVERY (1985)
 NF1309
 NF1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1309'STATION IS LOCATED IN QUAD. 420841, ABOUT 7.2 KM (4.47 MI)
 NF1309'EAST-SOUTHEAST FROM THE CENTER OF LANSING, ON PROPERTY OF MICHIGAN
 NF1309'STATE UNIVERSITY, 0.32 KM (0.20 MI) NORTH FROM THE BEEF CATTLE
 NF1309'BUILDING AND IN THE SOUTHEAST 1/4 SEC. 30, T-4-N, R-1-W.
 NF1309'TO REACH FROM THE JOLLY ROAD EXIT OFF INTERSTATE HIGHWAY 496, ABOUT
 NF1309'6.4 KM (3.98 MI) SOUTHEAST OF THE CENTER OF LANSING, GO EAST ON
 NF1309'DUNCEL DRIVE FOR 0.48 KM (0.30 MI) TO A T-ROAD JUNCTION, (COLLINS
 NF1309'ROAD).  TURN RIGHT AND GO SOUTH ON COLLINS ROAD FOR 1.28 KM
 NF1309'(0.80 MI) TO A T-ROAD, (JOLLY ROAD).  TURN LEFT AND GO EAST ON JOLLY
 NF1309'ROAD FOR 2.56 KM (1.59 MI) TO A PAVED CROSSROAD, (COLLEGE ROAD).
 NF1309'TURN LEFT AND GO NORTH ON COLLEGE ROAD FOR 1.6 KM (0.99 MI) TO A
 NF1309'PAVED ROAD RIGHT, (BENNETT ROAD).  TURN RIGHT AND GO EAST ON BENNETT
 NF1309'ROAD FOR 0.96 KM (0.60 MI) TO A PAVED SIDE ROAD LEFT, (BEAUMONT ROAD)
 NF1309'.  TURN LEFT ON BEAUMONT ROAD AND GO NORTH FOR 0.16 KM (0.10 MI) TO
 NF1309'THE STATION BEAUMONT 2 1976 ON THE RIGHT AS DESCRIBED.  CONTINUE
 NF1309'NORTH ON BEAUMONT ROAD FOR 0.40 KM (0.25 MI) TO FOREST ROAD ON LEFT.
 NF1309'TURN LEFT ON FOREST ROAD AND GO 0.48 KM (0.30 MI) TO FARM LANE ROAD
 NF1309'RIGHT.  TURN RIGHT AND GO NORTH ON FARM LANE ROAD FOR 0.16 KM
 NF1309'(0.10 MI) TO THE MARK ON RIGHT AS DESCRIBED.
 NF1309'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 10.058 M
 NF1309'(32.999 FT) EAST FROM THE CENTER OF FARM LANE ROAD, 5.182 M
 NF1309'(17.001 FT) SOUTHEAST FROM THE CONCRETE FOOTING OF A ROAD SIGN AND
 NF1309'1.372 M (4.501 FT) SOUTH FROM A UTILITY POLE.
 NF1309'A TRAVERSE CONNECTION WAS MADE TO STATION BEAUMONT 2 1985 USING
 NF1309'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1309'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1309
 NF1309                          STATION RECOVERY (2003)
 NF1309
 NF1309'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1309'RECOVERED IN GOOD CONDITION.
 NF1309
 NF1309                          STATION RECOVERY (2006)
 NF1309
 NF1309'RECOVERY NOTE BY US POWER SQUADRON 2006
 NF1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0500 ***********************************************************************
 OK0500  DESIGNATION -  BEAVER
 OK0500  PID         -  OK0500
 OK0500  STATE/COUNTY-  MI/BAY
 OK0500  USGS QUAD   -  WILLARD (1973)
 OK0500
 OK0500                         *CURRENT SURVEY CONTROL
 OK0500  ___________________________________________________________________
 OK0500* NAD 83(1994)-  43 40 02.19685(N)    084 00 43.65893(W)     ADJUSTED  
 OK0500* NAVD 88     -       191.4    (meters)     628.     (feet)  GPS OBS   
 OK0500  ___________________________________________________________________
 OK0500  X           -     482,073.408 (meters)                     COMP
 OK0500  Y           -  -4,595,979.761 (meters)                     COMP
 OK0500  Z           -   4,381,532.605 (meters)                     COMP
 OK0500  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 OK0500  ELLIP HEIGHT-         156.91  (meters)          (07/12/02) GPS OBS
 OK0500  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OK0500
 OK0500  HORZ ORDER  -  FIRST
 OK0500  ELLP ORDER  -  FOURTH    CLASS II
 OK0500
 OK0500.The horizontal coordinates were established by GPS observations
 OK0500.and adjusted by the National Geodetic Survey in September 1995..
 OK0500
 OK0500.The orthometric height was determined by GPS observations and a
 OK0500.high-resolution geoid model.
 OK0500
 OK0500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0500
 OK0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0500
 OK0500.The ellipsoidal height was determined by GPS observations
 OK0500.and is referenced to NAD 83.
 OK0500
 OK0500.The geoid height was determined by GEOID03.
 OK0500
 OK0500;                    North         East     Units Scale Factor Converg.
 OK0500;SPC MI S     -   240,806.509 4,028,594.587   MT  1.00000015   +0 14 28.6
 OK0500;SPC MI S     -   790,047.60 13,217,173.84   iFT  1.00000015   +0 14 28.6
 OK0500;UTM  16      - 4,839,257.955   740,889.881   MT  1.00031381   +2 03 50.5
 OK0500;UTM  17      - 4,839,328.720   257,154.537   MT  1.00032545   -2 04 50.9
 OK0500
 OK0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0500!SPC MI S     -   0.99997540  x   1.00000015  =   0.99997555
 OK0500!UTM  16      -   0.99997540  x   1.00031381  =   1.00028920
 OK0500!UTM  17      -   0.99997540  x   1.00032545  =   1.00030084
 OK0500
 OK0500|---------------------------------------------------------------------|
 OK0500| PID    Reference Object                     Distance      Geod. Az  |
 OK0500|                                                           dddmmss.s |
 OK0500| CH0793 BEAVER RM 1                          16.377 METERS 06007     |
 OK0500| OJ1056 BAY CITY CONSUMER FLOUR N STK       APPROX.14.0 KM 1004348.9 |
 OK0500| OJ1057 BAY CITY CONSUMER FLOUR S STK       APPROX.13.9 KM 1025438.9 |
 OK0500| CH0794 BEAVER RM 2                          12.047 METERS 30710     |
 OK0500|---------------------------------------------------------------------|
 OK0500
 OK0500                          SUPERSEDED SURVEY CONTROL
 OK0500
 OK0500  ELLIP H (09/20/95)  156.91   (m)                       GP(       ) 1 2
 OK0500  NAD 83(1986)-  43 40 02.18868(N)    084 00 43.67976(W) AD(       ) 1
 OK0500  NAD 27      -  43 40 02.10585(N)    084 00 43.74834(W) AD(       ) 1
 OK0500  NGVD 29 (07/19/86)  192.1    (m)          630.     (f) VERT ANG       
 OK0500
 OK0500.Superseded values are not recommended for survey control.
 OK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0500.See file dsdata.txt to determine how the superseded data were derived.
 OK0500
 OK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4089039258(NAD 83)
 OK0500_MARKER: DS = TRIANGULATION STATION DISK
 OK0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0500_SP_SET: CONCRETE POST
 OK0500_STAMPING: BEAVER 1981
 OK0500_MARK LOGO: NGS   
 OK0500_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0500+STABILITY: SURFACE MOTION
 OK0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0500+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OK0500
 OK0500  HISTORY     - Date     Condition        Report By
 OK0500  HISTORY     - 1981     MONUMENTED       NGS
 OK0500  HISTORY     - 1981     GOOD             NGS
 OK0500  HISTORY     - 19890301 GOOD             NGS
 OK0500  HISTORY     - 19940512 GOOD             NGS
 OK0500  HISTORY     - 20031027 GOOD             USPSQD
 OK0500  HISTORY     - 20040511 GOOD             INDIV
 OK0500  HISTORY     - 20040530 GOOD             WADTRI
 OK0500
 OK0500                          STATION DESCRIPTION
 OK0500
 OK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OK0500'THE STATION IS LOCATED ABOUT 20.8 KM (13 MI) SOUTH OF PINCONNING,
 OK0500'11.2 KM (7 MI) NORTHWEST OF BAY CITY, 7.2 KM (4 1/2 MI) WEST OF
 OK0500'THE SHORE OF SAGINAW BAY, ON INTERSTATE HIGHWAY 75 RIGHT-OF-WAY
 OK0500'AND IN THE NE 1/4,S 32,TI5N,R4E OF KAWKAWLIN TOWNSHIP.
 OK0500'OWNERSHIP--MICHIGAN DEPARTMENT OF STATE HIGHWAYS, P.O. BOX DRAWER
 OK0500'K, LANSING, MICHIGAN 48904.  TELEPHONE (517) 373-2120.
 OK0500'
 OK0500'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75
 OK0500'AND U.S. HIGHWAY 10, STATE HIGHWAYS 15 AND 25, WHICH IS ABOUT 4
 OK0500'MILES WEST OF BAY CITY, GO NORTH ON INTERSTATE HIGHWAY 75 FOR 9.3
 OK0500'KM (5.8 MILES) TO THE BEAVER ROAD EXIT ON THE RIGHT AND A GUARD
 OK0500'RAIL ON THE LEFT.  TURN LEFT AND GO NORTH ON THE WEST-SIDE OF THE
 OK0500'GUARD RAIL FOR 0.1 KM (0.05 MILE) TO THE STATION IN THE MEDIAN,
 OK0500'JUST SOUTH OF BEAVER ROAD.
 OK0500'
 OK0500'THE STATION IS A STANDARD NGS DISK
 OK0500'STAMPED---BEAVER 1981---,
 OK0500'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OK0500'FLUSH WITH GROUND.  IT IS LOCATED
 OK0500'22.61 METERS (74.1 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 OK0500'13.65 METERS (44.9 FT) EAST FROM THE CENTER OF THE HIGHWAY AND
 OK0500'2.56 METERS (8.5 FT) SOUTH FROM A METAL WITNESS POST AND A GUARD
 OK0500'RAIL.
 OK0500'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OK0500'STAMPED---BEAVER 1981---,
 OK0500'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 OK0500'
 OK0500'REFERENCE MARK NUMBER 1 IS A STANDARD NGS DISK
 OK0500'STAMPED---BEAVER NO 1 1981---,
 OK0500'SET INTO A CONCRETE HEADWALL OF THE OVERPASS.
 OK0500'IT IS LOCATED
 OK0500'15.40 METERS (50.11 FT) EAST FROM A METAL WITNESS POST,
 OK0500'4.98 METERS (16.4 FT) WEST FROM THE CENTER OF THE HIGHWAY AND
 OK0500'6.28 METERS (20.7 FT) NORTH FROM A GUARD RAIL AND AT THE SOUTH
 OK0500'END OF THE OVERPASS.
 OK0500'MARK IS LEVEL WITH STATION.
 OK0500'
 OK0500'REFERENCE MARK NUMBER 2 IS A STANDARD NGS DISK
 OK0500'STAMPED---BEAVER NO 2 1981---,
 OK0500'SET INTO A CONCRETE HEADWALL OF AN OVERPASS.
 OK0500'IT IS LOCATED
 OK0500'10.43 METERS (34.2 FT) NORTHWEST FROM A METAL WITNESS POST,
 OK0500'6.42 METERS (21.1 FT) NORTH FROM THE WESTEND OF A GUARD RAIL AND
 OK0500'6.75 METERS (27.2 FT) EAST FROM THE CENTER OF THE HIGHWAY AND AT
 OK0500'THE SOUTH END OF THE OVERPASS.
 OK0500'MARK IS LEVEL WITH STATION.
 OK0500'
 OK0500'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OK0500'
 OK0500'DESCRIBED BY R. T. WOODRUFF.
 OK0500
 OK0500                          STATION RECOVERY (1981)
 OK0500
 OK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 OK0500'RECOVERED IN GOOD CONDITION.
 OK0500
 OK0500                          STATION RECOVERY (1989)
 OK0500
 OK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0500'THE STATION IS LOCATED ABOUT 19.4 KM (12.05 MI) NORTHEAST OF MIDLAND,
 OK0500'9.5 KM (5.90 MI) SOUTHWEST OF LINWOOD AND 9.0 KM (5.60 MI) NORTHWEST
 OK0500'OF BAY CITY.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION, P.O
 OK0500'DRAWER K, LANSING MI 48904.  PHONE IS 517-373-2120.
 OK0500'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OK0500'162) AND U.S.HIGHWAY 10 ABOUT 6.4 KM (4.00 MI) WEST OF BAY CITY, GO
 OK0500'NORTHERLY ON HIGHWAY 75 FOR 9.52 KM (5.90 MI) TO THE SOUTH END OF THE
 OK0500'BEAVER ROAD (EXIT 168) OVERPASS AND THE STATION ON THE LEFT.
 OK0500'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 OK0500'MONUMENT THAT IS RECESSED 3 CM BELOW THE GROUND.  LOCATED 22.6 M
 OK0500'(74.1 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF HIGHWAY
 OK0500'75, 13.7 M (44.9 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 OK0500'HIGHWAY 75 AND 2.6 M (8.5 FT) SOUTH OF A GUARDRAIL AND METAL WITNESS
 OK0500'POST.
 OK0500'DESCRIBED BY E.J. HANSMANN.
 OK0500
 OK0500                          STATION RECOVERY (1994)
 OK0500
 OK0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0500'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 OK0500'FOR.  STATION IS LOCATED ABOUT 9 KM (5.60 MI) NORTHWEST OF BAY CITY,
 OK0500'IN THE MEDIAN OF INTERSTATE HIGHWAY 75, ON THE SOUTH SIDE OF THE
 OK0500'JUNCTION OF HIGHWAY 75 AND BEAVER ROAD (EXIT 168) .  OWNERSHIP--STATE
 OK0500'DEPARTMENT OF TRANSPORTATION.  STATION IS RECESSED 2 CM BELOW GROUND.
 OK0500'IT IS 9.6 M (31.5 FT) EAST OF THE PAVEMENT EDGE OF THE SOUTHBOUND
 OK0500'LANES, 19.3 M (63.3 FT) WEST OF THE PAVEMENT EDGE OF THE NORTHBOUND
 OK0500'LANES, 12.9 M (42.3 FT) SOUTHEAST OF THE SOUTH END OF THE EAST
 OK0500'BANNISTER OF THE BRIDGE FOR THE SOUTHBOUND LANES, AND 2.6 M (8.5 FT)
 OK0500'SOUTH OF A METAL WITNESS POST AND A GUARDRAIL.  NOTE--IF GROUND IS
 OK0500'WET, IT MAY BE EASIER TO PARK ON BEAVER ROAD UNDERNEATH THE OVERPASS.
 OK0500'DESCRIBED BY G.R.  HEID.
 OK0500
 OK0500                          STATION RECOVERY (2003)
 OK0500
 OK0500'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OK0500'RECOVERED IN GOOD CONDITION.
 OK0500
 OK0500                          STATION RECOVERY (2004)
 OK0500
 OK0500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0500'RECOVERED IN GOOD CONDITION.
 OK0500
 OK0500                          STATION RECOVERY (2004)
 OK0500
 OK0500'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OK0500'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0632 ***********************************************************************
 PL0632  DESIGNATION -  BEAVER
 PL0632  PID         -  PL0632
 PL0632  STATE/COUNTY-  MI/CRAWFORD
 PL0632  USGS QUAD   -  LAKE MARGRETHE (1978)
 PL0632
 PL0632                         *CURRENT SURVEY CONTROL
 PL0632  ___________________________________________________________________
 PL0632* NAD 83(1994)-  44 37 38.64683(N)    084 46 37.33609(W)     ADJUSTED  
 PL0632* NAVD 88     -       379.5    (meters)    1245.     (feet)  GPS OBS   
 PL0632  ___________________________________________________________________
 PL0632  X           -     413,922.887 (meters)                     COMP
 PL0632  Y           -  -4,528,140.478 (meters)                     COMP
 PL0632  Z           -   4,458,217.374 (meters)                     COMP
 PL0632  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 PL0632  ELLIP HEIGHT-         345.22  (meters)          (02/03/97) GPS OBS
 PL0632  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 PL0632
 PL0632  HORZ ORDER  -  FIRST
 PL0632  ELLP ORDER  -  FOURTH    CLASS I
 PL0632
 PL0632.The horizontal coordinates were established by GPS observations
 PL0632.and adjusted by the National Geodetic Survey in February 1997..
 PL0632
 PL0632.The orthometric height was determined by GPS observations and a
 PL0632.high-resolution geoid model.
 PL0632
 PL0632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0632
 PL0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0632
 PL0632.The ellipsoidal height was determined by GPS observations
 PL0632.and is referenced to NAD 83.
 PL0632
 PL0632.The geoid height was determined by GEOID03.
 PL0632
 PL0632;                    North         East     Units Scale Factor Converg.
 PL0632;SPC MI C     -   145,731.535 5,967,437.005   MT  0.99992783   -0 17 23.6
 PL0632;SPC MI C     -   478,121.83 19,578,205.40   iFT  0.99992783   -0 17 23.6
 PL0632;UTM  16      - 4,943,964.488   676,335.862   MT  0.99998239   +1 33 43.3
 PL0632
 PL0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0632!SPC MI C     -   0.99994587  x   0.99992783  =   0.99987371
 PL0632!UTM  16      -   0.99994587  x   0.99998239  =   0.99992827
 PL0632
 PL0632|---------------------------------------------------------------------|
 PL0632| PID    Reference Object                     Distance      Geod. Az  |
 PL0632|                                                           dddmmss.s |
 PL0632| PL0633 CAMP                                351.878 METERS 00501     |
 PL0632|---------------------------------------------------------------------|
 PL0632
 PL0632                          SUPERSEDED SURVEY CONTROL
 PL0632
 PL0632  NAD 83(1986)-  44 37 38.64134(N)    084 46 37.32769(W) AD(       ) 1
 PL0632
 PL0632.Superseded values are not recommended for survey control.
 PL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0632.See file dsdata.txt to determine how the superseded data were derived.
 PL0632
 PL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7633643964(NAD 83)
 PL0632_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0632_SP_SET: CONCRETE POST
 PL0632_STAMPING: BEAVER 1993
 PL0632_MARK LOGO: NGS   
 PL0632_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PL0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0632+STABILITY: SURFACE MOTION
 PL0632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0632+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0632
 PL0632  HISTORY     - Date     Condition        Report By
 PL0632  HISTORY     - 1993     MONUMENTED       NGS
 PL0632
 PL0632                          STATION DESCRIPTION
 PL0632
 PL0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 PL0632'STATION IS LOCATED IN QUAD 440844.  IT IS IN THE SOUTHEAST 1/4 OF
 PL0632'SECTION 22, T-26-N, R-4-W, GRAYLING TOWNSHIP.  ABOUT 2-1/2 MILES
 PL0632'SOUTHWEST FROM GRAYLING AND ON THE CAMP GRAYLING ARMY BASE. PERMISSON
 PL0632'TO ESTABLISH STATION WAS OBTAINED FROM LIEUTENANT COLONEL LEE (DOC)
 PL0632'E. LAWSON, DIRECTOR OF ENGINEERING AND HOUSING, DEPARTMENT OF
 PL0632'MILITARY AFFAIRS, CAMP GRAYLING, MICHIGAN 49739-0001.  PHONE NUMBER
 PL0632'(517)348-3613.
 PL0632'TO REACH FROM THE JUNCTION OF STATE ROUTES M-72 AND M-93 AT THE WEST
 PL0632'SIDE OF GRAYLING, GO SOUTH ON M-93 FOR 2.4 MILES (3.9 KM) TO THE
 PL0632'ENTRANCE CHECK POINT OF CAMP GRAYLING ARMY BASE.  CONTINUE INTO CAMP
 PL0632'GRAYLING GOING SOUTHERLY FOR 0.55 MILES (0.89 KM) ON WHAT IS NOW HOWE
 PL0632'RD TO A BANDSTAND NUMBER 45 ON THE LEFT AND A 80 FOOT (24.4 M)
 PL0632'FLAGPOLE BEHIND THE BANDSTAND AT THE CREST OF THE HILL.  THE STATION
 PL0632'IS JUST NORTH OF FLAGPOLE ABOUT 25 FEET.
 PL0632'STATION IS SET FLUSH WITH GROUND.  IT IS 2.0 FEET (0.6 M) SOUTH FROM A
 PL0632'CARSONITE WITNESS POST, 24.6 FEET (7.5 M) NORTH-NORTHEAST FROM THE
 PL0632'FLAGPOLE, 237.0 FEET (72.2 M) EAST FROM THE NORTHEAST CONCRETE CORNER
 PL0632'OF THE BANDSTAND NUMBER 45 AND 321.0 FEET (97.8 M) EAST FROM THE
 PL0632'CENTER OF HOWE RD.  THERE IS A METAL ROD DRIVEN INTO THE GROUND ON
 PL0632'EACH SIDE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0852 ***********************************************************************
 QK0852  DESIGNATION -  BEAVER ISLAND
 QK0852  PID         -  QK0852
 QK0852  STATE/COUNTY-  MI/CHARLEVOIX
 QK0852  USGS QUAD   -  BEAVER ISLAND NORTH (1986)
 QK0852
 QK0852                         *CURRENT SURVEY CONTROL
 QK0852  ___________________________________________________________________
 QK0852* NAD 83(1994)-  45 38 22.40983(N)    085 33 40.56786(W)     ADJUSTED  
 QK0852* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 QK0852  ___________________________________________________________________
 QK0852  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 QK0852  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QK0852
 QK0852  HORZ ORDER  -  FIRST
 QK0852
 QK0852.The horizontal coordinates were established by classical geodetic methods
 QK0852.and adjusted by the National Geodetic Survey in February 1997..
 QK0852
 QK0852.The orthometric height was scaled from a topographic map.
 QK0852
 QK0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0852
 QK0852.The geoid height was determined by GEOID03.
 QK0852
 QK0852;                    North         East     Units Scale Factor Converg.
 QK0852;SPC MI C     -   258,812.655 5,906,867.763   MT  0.99998658   -0 50 38.0
 QK0852;SPC MI C     -   849,122.88 19,379,487.41   iFT  0.99998658   -0 50 38.0
 QK0852;UTM  16      - 5,055,007.809   612,125.193   MT  0.99975457   +1 01 43.4
 QK0852
 QK0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0852!SPC MI C     -   0.99996760  x   0.99998658  =   0.99995418
 QK0852!UTM  16      -   0.99996760  x   0.99975457  =   0.99972218
 QK0852
 QK0852:                Primary Azimuth Mark                     Grid Az
 QK0852:SPC MI C     -  GOODHART                                 098 55 43.9
 QK0852:UTM  16      -  GOODHART                                 097 03 22.5
 QK0852
 QK0852|---------------------------------------------------------------------|
 QK0852| PID    Reference Object                     Distance      Geod. Az  |
 QK0852|                                                           dddmmss.s |
 QK0852| QK0800 GOODHART                            APPROX.38.2 KM 0980505.9 |
 QK0852| CH1690 BEAVER ISLAND RM                      7.332 METERS 12511     |
 QK0852|---------------------------------------------------------------------|
 QK0852
 QK0852                          SUPERSEDED SURVEY CONTROL
 QK0852
 QK0852  NAD 83(1986)-  45 38 22.40573(N)    085 33 40.56521(W) AD(       ) 1
 QK0852  NAD 27      -  45 38 22.39318(N)    085 33 40.26349(W) AD(       ) 1
 QK0852
 QK0852.Superseded values are not recommended for survey control.
 QK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0852.See file dsdata.txt to determine how the superseded data were derived.
 QK0852
 QK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1212555008(NAD 83)
 QK0852
 QK0852  HISTORY     - Date     Condition        Report By
 QK0852  HISTORY     - 1903     MONUMENTED       USLS
 QK0852  HISTORY     - 1931     SEE DESCRIPTION  CGS
 QK0852  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0852
 QK0852                          STATION DESCRIPTION
 QK0852
 QK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0852'ON BEAVER ISLAND, ABOUT 10 MILES WEST OF SOUTH OF SETTLEMENT
 QK0852'OF ST. JAMES.
 QK0852'REACHED BY BOAT FROM CHARLEVOIX TO ST. JAMES.  FROM ST.
 QK0852'JAMES FOLLOW MAIN GRAVEL ROAD
 QK0852'SOUTH 0.45 MILE, TAKE RIGHT FORK 1.8 MILES AND TURN
 QK0852'LEFT AT FIRE TOWER SIGN, KEEP STRAIGHT AHEAD AT
 QK0852'1.0 MILE AND TURN LEFT AT TOWER SIGN
 QK0852'AT 4.4 MILES, FOLLOW THIS ROAD 0.5 MILE AND TAKE RIGHT-HAND FORK
 QK0852'0.9 MILE, THENCE TURN SHARPLY
 QK0852'TO LEFT AT 0.1 MILE AND TO RIGHT 0.7 MILE TO STATION.  DUE TO MAZE OF
 QK0852'TRAILS IT IS EASY TO BE MISLED,
 QK0852'BUT ANYONE ON ISLAND CAN DIRECT ONE TO THE TOWER.
 QK0852'STATION MARK, BRASS PIN SET IN CONCRETE ABOUT 30
 QK0852'INCHES BELOW SURFACE OF GROUND,
 QK0852'WAS FOUND IN GOOD CONDITION IN 1931.  REFERENCE MARK (CONCRETE
 QK0852'MONUMENT) FOUND IN
 QK0852'GOOD CONDITION IN 1931, AND IS 7.332 METERS (24.06 FEET) FROM STATION
 QK0852'IN AZIMUTH 305 DEG 11 MIN.
 QK0852'ANGLE AT STATION BETWEEN REFERENCE MARK AND CHARLEVOIX
 QK0852'WATER TOWER IS 20 DEG 45 MIN.  STATION ALSO
 QK0852'CALLED BEAVER BY U.S. LAKE SURVEY.
 QK0852
 QK0852                          STATION RECOVERY (1956)
 QK0852
 QK0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0852'THE STATION IS LOCATED ON BEAVER ISLAND, ABOUT 10 MILES SOUTHWEST OF
 QK0852'THE SETTLEMENT OF ST. JAMES.
 QK0852'
 QK0852'ON INFORMATION RECEIVED FROM THE U.S. LAKE SURVEY, A LOOKOUT TOWER
 QK0852'HAS BEEN BUILT OVER THIS
 QK0852'POINT.  THE LOOKOUT TOWER WAS OBSERVED UPON BY THIS PARTY.
 QK0852'
 QK0852'THE STATION WAS NOT VISITED BY THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0850 ***********************************************************************
 QK0850  DESIGNATION -  BEAVER ISLAND LOOKOUT TOWER
 QK0850  PID         -  QK0850
 QK0850  STATE/COUNTY-  MI/CHARLEVOIX
 QK0850  USGS QUAD   -  BEAVER ISLAND NORTH (1986)
 QK0850
 QK0850                         *CURRENT SURVEY CONTROL
 QK0850  ___________________________________________________________________
 QK0850* NAD 83(1994)-  45 39 02.30386(N)    085 34 32.93354(W)     ADJUSTED  
 QK0850* NAVD 88     -                                                        
 QK0850  ___________________________________________________________________
 QK0850  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 QK0850  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QK0850
 QK0850  HORZ ORDER  -  THIRD
 QK0850
 QK0850.The horizontal coordinates were established by classical geodetic methods
 QK0850.and adjusted by the National Geodetic Survey in February 1997..
 QK0850
 QK0850
 QK0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0850
 QK0850.The geoid height was determined by GEOID03.
 QK0850
 QK0850;                    North         East     Units Scale Factor Converg.
 QK0850;SPC MI C     -   260,060.973 5,905,752.187   MT  0.99998896   -0 51 14.9
 QK0850;SPC MI C     -   853,218.42 19,375,827.39   iFT  0.99998896   -0 51 14.9
 QK0850;UTM  16      - 5,056,218.721   610,969.691   MT  0.99975140   +1 01 06.7
 QK0850
 QK0850                          SUPERSEDED SURVEY CONTROL
 QK0850
 QK0850  NAD 83(1986)-  45 39 02.29973(N)    085 34 32.93324(W) AD(       ) 4
 QK0850  NAD 27      -  45 39 02.26200(N)    085 34 32.61700(W) AD(       ) 3
 QK0850
 QK0850.Superseded values are not recommended for survey control.
 QK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0850.See file dsdata.txt to determine how the superseded data were derived.
 QK0850
 QK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1097056219(NAD 83)
 QK0850
 QK0850  HISTORY     - Date     Condition        Report By
 QK0850  HISTORY     - 1956     MONUMENTED       CGS
 QK0850  HISTORY     - 1965     SEE DESCRIPTION  USLS
 QK0850  HISTORY     - 1966     SEE DESCRIPTION  USLS
 QK0850
 QK0850                          STATION DESCRIPTION
 QK0850
 QK0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0850'THE STATION IS THE CENTER OF THE TOP OF THE MICHIGAN STATE
 QK0850'LOOKOUT TOWER,
 QK0850'LOCATED IN ABOUT THE CENTER OF BEAVER ISLAND.  IT IS A STANDARD STATE
 QK0850'FOREST LOOKOUT TOWER.
 QK0850'
 QK0850'THE STATION WAS NOT VISITED BY THIS PARTY.
 QK0850
 QK0850                          STATION RECOVERY (1965)
 QK0850
 QK0850'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0850'TO REACH STATION FROM ST. JAMES TOWN HALL GO SOUTH ON KINGS HIGHWAY
 QK0850'FOR 2.4 MILES TO
 QK0850'FOX LAKE ROAD, TURN RIGHT AND GO 1.8 MILE, TURN LEFT
 QK0850'AND GO 1.0 MILE, TURN RIGHT FOR 3.2
 QK0850'MILES, CONTINUE SOUTH TO JUNCTION
 QK0850'OF ROADS TO LIGHTHOUSE, FOX LAKE, OLD RAILROAD GRADE
 QK0850'AND FIRE TOWER, PROCEED
 QK0850'ON FIRST ROAD TO THE LEFT OF THE OLD RAILROAD GRADE ABOUT 1,000 FEET
 QK0850'TO THE FIRE TOWER.
 QK0850
 QK0850                          STATION RECOVERY (1966)
 QK0850
 QK0850'RECOVERY NOTE BY US LAKE SURVEY 1966 (EFK)
 QK0850'THE TOWER HAS BE TORN DOWN.  STATION IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0802 ***********************************************************************
 QK0802  DESIGNATION -  BEAVER ISLAND USLS 1860
 QK0802  PID         -  QK0802
 QK0802  STATE/COUNTY-  MI/CHARLEVOIX
 QK0802  USGS QUAD   -  
 QK0802
 QK0802                         *CURRENT SURVEY CONTROL
 QK0802  ___________________________________________________________________
 QK0802* NAD 83(1994)-  45 36 25.44734(N)    085 29 49.32225(W)     ADJUSTED  
 QK0802* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0802  ___________________________________________________________________
 QK0802  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 QK0802  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0802
 QK0802  HORZ ORDER  -  FIRST
 QK0802
 QK0802.The horizontal coordinates were established by classical geodetic methods
 QK0802.and adjusted by the National Geodetic Survey in February 1997..
 QK0802
 QK0802.The orthometric height was scaled from a topographic map.
 QK0802
 QK0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0802
 QK0802.The geoid height was determined by GEOID03.
 QK0802
 QK0802;                    North         East     Units Scale Factor Converg.
 QK0802;SPC MI C     -   255,130.272 5,911,824.916   MT  0.99997984   -0 47 54.6
 QK0802;SPC MI C     -   837,041.57 19,395,751.04   iFT  0.99997984   -0 47 54.6
 QK0802;UTM  16      - 5,051,490.158   617,198.904   MT  0.99976887   +1 04 26.7
 QK0802
 QK0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0802!SPC MI C     -   0.99997732  x   0.99997984  =   0.99995716
 QK0802!UTM  16      -   0.99997732  x   0.99976887  =   0.99974619
 QK0802
 QK0802                          SUPERSEDED SURVEY CONTROL
 QK0802
 QK0802  NAD 83(1986)-  45 36 25.44332(N)    085 29 49.32019(W) AD(       ) 1
 QK0802  NAD 27      -  45 36 25.43654(N)    085 29 49.04987(W) AD(       ) 1
 QK0802
 QK0802.Superseded values are not recommended for survey control.
 QK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0802.See file dsdata.txt to determine how the superseded data were derived.
 QK0802
 QK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1719951490(NAD 83)
 QK0802_MARKER: Z = SEE DESCRIPTION
 QK0802_SETTING: 0 = UNSPECIFIED SETTING
 QK0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0802
 QK0802  HISTORY     - Date     Condition        Report By
 QK0802  HISTORY     - 1860     MONUMENTED       USLS
 QK0802  HISTORY     - 1925     SEE DESCRIPTION  USLS
 QK0802  HISTORY     - 1965     SEE DESCRIPTION  USLS
 QK0802
 QK0802                          STATION DESCRIPTION
 QK0802
 QK0802'DESCRIBED BY US LAKE SURVEY 1925
 QK0802'ON EAST SIDE OF BEAVER ISLAND IN NORTHERN LAKE MICHIGAN, ON
 QK0802'HIGHEST HILL ON
 QK0802'NORTH SIDE OF COLES BAY, 24.4 FEET EAST OF 8-INCH WHITE PINE TREE,
 QK0802'AND 53.1 FEET SOUTH OF A
 QK0802'TRIANGLE-BLAZED 11-INCH BIRCH TREE.  MARKED BY SPIKE IN
 QK0802'CONCRETE MONUMENT, ROUNDED ON TOP, AND
 QK0802'MARKED U.S.
 QK0802
 QK0802                          STATION RECOVERY (1965)
 QK0802
 QK0802'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0802'NEITHER STATION OR REFERENCE MARKS WERE FOUND - OLD TOWER AND TRIPOD
 QK0802'WERE FOUND IN
 QK0802'RUINS.  ALL REFERENCE TREES ARE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0562 ***********************************************************************
 QK0562  DESIGNATION -  BEAVER TAIL USLS 1851
 QK0562  PID         -  QK0562
 QK0562  STATE/COUNTY-  MI/MACKINAC
 QK0562  USGS QUAD   -  PRENTISS BAY (1976)
 QK0562
 QK0562                         *CURRENT SURVEY CONTROL
 QK0562  ___________________________________________________________________
 QK0562* NAD 83(1994)-  45 57 56.76254(N)    084 10 15.62595(W)     ADJUSTED  
 QK0562* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0562  ___________________________________________________________________
 QK0562  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 QK0562  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 QK0562
 QK0562  HORZ ORDER  -  FIRST
 QK0562
 QK0562.The horizontal coordinates were established by classical geodetic methods
 QK0562.and adjusted by the National Geodetic Survey in February 1997..
 QK0562
 QK0562.The orthometric height was scaled from a topographic map.
 QK0562
 QK0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0562
 QK0562.The geoid height was determined by GEOID03.
 QK0562
 QK0562;                    North         East     Units Scale Factor Converg.
 QK0562;SPC MI N     -   135,332.684 8,219,213.766   MT  0.99991830   +2 02 41.2
 QK0562;SPC MI N     -   444,004.87 26,965,924.43   iFT  0.99991830   +2 02 41.2
 QK0562;UTM  16      - 5,094,135.847   719,187.613   MT  1.00019066   +2 02 04.7
 QK0562
 QK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0562!SPC MI N     -   0.99997795  x   0.99991830  =   0.99989625
 QK0562!UTM  16      -   0.99997795  x   1.00019066  =   1.00016861
 QK0562
 QK0562:                Primary Azimuth Mark                     Grid Az
 QK0562:SPC MI N     -  ALBANY USLS 1905                         085 50 27.2
 QK0562:UTM  16      -  ALBANY USLS 1905                         085 51 03.7
 QK0562
 QK0562|---------------------------------------------------------------------|
 QK0562| PID    Reference Object                     Distance      Geod. Az  |
 QK0562|                                                           dddmmss.s |
 QK0562| QK0559 ALBANY USLS 1905                    APPROX. 5.4 KM 0875308.4 |
 QK0562|---------------------------------------------------------------------|
 QK0562
 QK0562                          SUPERSEDED SURVEY CONTROL
 QK0562
 QK0562  NAD 83(1986)-  45 57 56.75261(N)    084 10 15.62438(W) AD(       ) 1
 QK0562  NAD 27      -  45 57 56.67600(N)    084 10 15.56200(W) AD(       ) 1
 QK0562
 QK0562.Superseded values are not recommended for survey control.
 QK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0562.See file dsdata.txt to determine how the superseded data were derived.
 QK0562
 QK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1918894136(NAD 83)
 QK0562
 QK0562  HISTORY     - Date     Condition        Report By
 QK0562  HISTORY     - 1851     MONUMENTED       COASUR
 QK0562  HISTORY     - 1919     SEE DESCRIPTION  USLS
 QK0562  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0562
 QK0562                          STATION DESCRIPTION
 QK0562
 QK0562'DESCRIBED BY US LAKE SURVEY 1919
 QK0562'ON NORTH SHORE OF LAKE HURON, ON END OF BEAVER TAIL POINT, AND AT
 QK0562'EDGE OF TIMBER.  MARK OF
 QK0562'STATION BEAVER TAIL 1851, DESCRIBED AS DRILL HOLE IN SOLID ROCK,
 QK0562'COULD NOT BE FOUND IN 1903.
 QK0562'MARK OF 1903 IS DRILL HOLE IN BOULDER BURIED BENEATH SECTION OF
 QK0562'OLD POST, AND ANOTHER BOULDER WITH
 QK0562'DRILL HOLE SET OVER POST AS SURFACE MARK.
 QK0562
 QK0562                          STATION RECOVERY (1995)
 QK0562
 QK0562'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1498 ***********************************************************************
 MC1498  DESIGNATION -  BEDFORD 2
 MC1498  PID         -  MC1498
 MC1498  STATE/COUNTY-  MI/MONROE
 MC1498  USGS QUAD   -  LAMBERTVILLE EAST (1977)
 MC1498
 MC1498                         *CURRENT SURVEY CONTROL
 MC1498  ___________________________________________________________________
 MC1498* NAD 83(1994)-  41 49 11.34393(N)    083 37 05.21361(W)     ADJUSTED  
 MC1498* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 MC1498  ___________________________________________________________________
 MC1498  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MC1498  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1498
 MC1498  HORZ ORDER  -  FIRST
 MC1498
 MC1498.The horizontal coordinates were established by classical geodetic methods
 MC1498.and adjusted by the National Geodetic Survey in February 1997..
 MC1498
 MC1498.The orthometric height was scaled from a topographic map.
 MC1498
 MC1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1498
 MC1498.The geoid height was determined by GEOID03.
 MC1498
 MC1498;                    North         East     Units Scale Factor Converg.
 MC1498;SPC MI S     -    35,802.368 4,062,196.770   MT  1.00007809   +0 30 33.9
 MC1498;SPC MI S     -   117,461.84 13,327,417.22   iFT  1.00007809   +0 30 33.9
 MC1498;SPC OH N     -   239,703.907   507,102.650   MT  1.00002531   -0 44 04.4
 MC1498;UTM  17      - 4,633,084.984   282,554.832   MT  1.00018187   -1 44 47.1
 MC1498
 MC1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1498!SPC MI S     -   0.99997371  x   1.00007809  =   1.00005180
 MC1498!SPC OH N     -   0.99997371  x   1.00002531  =   0.99999902
 MC1498!UTM  17      -   0.99997371  x   1.00018187  =   1.00015558
 MC1498
 MC1498:                Primary Azimuth Mark                     Grid Az
 MC1498:SPC MI S     -  BEDFORD 2 AZ MK                          052 21 23.5
 MC1498:SPC OH N     -  BEDFORD 2 AZ MK                          053 36 01.8
 MC1498:UTM  17      -  BEDFORD 2 AZ MK                          054 36 44.5
 MC1498
 MC1498|---------------------------------------------------------------------|
 MC1498| PID    Reference Object                     Distance      Geod. Az  |
 MC1498|                                                           dddmmss.s |
 MC1498| CF2839 BEDFORD 2 AZ MK                                    0525157.4 |
 MC1498| CF2840 BEDFORD 2 RM 1                       47.381 METERS 26134     |
 MC1498| MC1528 BLISSFIELD MUNICIPAL TANK           APPROX.20.5 KM 2735730.4 |
 MC1498| CF2842 BEDFORD 2 RM 3                       54.160 METERS 29926     |
 MC1498| MC1527 DEERFIELD MUNICIPAL TANK            APPROX.15.4 KM 3001249.5 |
 MC1498| MC1526 DEERFIELD ST ALPHONSI CH SPIRE      APPROX.15.6 KM 3003738.9 |
 MC1498| CF2841 BEDFORD 2 RM 2                       56.382 METERS 30202     |
 MC1498| MC1502 PETERSBURG MUNICIPAL TANK           APPROX.12.2 KM 3165608.9 |
 MC1498|---------------------------------------------------------------------|
 MC1498
 MC1498                          SUPERSEDED SURVEY CONTROL
 MC1498
 MC1498  NAD 83(1986)-  41 49 11.35487(N)    083 37 05.23302(W) AD(       ) 1
 MC1498  NAD 27      -  41 49 11.18100(N)    083 37 05.46300(W) AD(       ) 1
 MC1498
 MC1498.Superseded values are not recommended for survey control.
 MC1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1498.See file dsdata.txt to determine how the superseded data were derived.
 MC1498
 MC1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8255533085(NAD 83)
 MC1498_MARKER: DD = SURVEY DISK
 MC1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1498_STAMPING: BEDFORD 2 1943
 MC1498_MARK LOGO: CGS   
 MC1498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1498+STABILITY: SURFACE MOTION
 MC1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1498+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 MC1498
 MC1498  HISTORY     - Date     Condition        Report By
 MC1498  HISTORY     - 1943     MONUMENTED       CGS
 MC1498  HISTORY     - 1971     SEE DESCRIPTION  NGS
 MC1498  HISTORY     - 1973     SEE DESCRIPTION  NGS
 MC1498  HISTORY     - 1980     GOOD             MIDH
 MC1498  HISTORY     - 19970824 GOOD             LOCENG
 MC1498  HISTORY     - 20010625 GOOD             INDIV
 MC1498
 MC1498                          STATION DESCRIPTION
 MC1498
 MC1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1498'THE STATION IS LOCATED ABOUT 3 MILES NW OF THE VILLAGE OF SAMARIA,
 MC1498'0.2 MILE S OF THE RAUCH ROAD
 MC1498'ON A SANDY KNOLL, 42 FEET W OF A LONE OAK TREE,
 MC1498'3.2 FEET S OF A STANDARD
 MC1498'REFERENCE POST.  THE DISK IS STAMPED
 MC1498'BEDFORD 2 1943.
 MC1498'
 MC1498'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MC1498'DISKS SET IN
 MC1498'CONCRETE.
 MC1498'
 MC1498'REFERENCE MARK 1 IS 165.55 FEET (SLOPE) WSW OF THE STATION,
 MC1498'6 FEET W OF THE
 MC1498'CENTER LINE OF A FARM ROAD, 1.1 FEET E OF A N-S
 MC1498'FENCELINE.  THE MARK IS ABOUT 5
 MC1498'FEET LOWER IN ELEVATION THAN THE
 MC1498'STATION MARK.  THE DISK IS STAMPED BEDFORD 2 NO 1
 MC1498'1943.
 MC1498'
 MC1498'REFERENCE MARK 2 IS 184.98 FEET WNW OF THE STATION, 15 FEET
 MC1498'W OF THE CENTER
 MC1498'LINE OF A FARM ROAD, 1 FOOT E OF A N-S FENCELINE.
 MC1498'THE MARK IS SET FLUSH WITH THE
 MC1498'GROUND AND THE DISK IS STAMPED
 MC1498'BEDFORD 2 NO 2 1943.
 MC1498'
 MC1498'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, ON LAND OWNED
 MC1498'BY MRS. WALTER
 MC1498'OBERSKI.  IT IS 39.7 FEET N OF THE CENTER LINE OF
 MC1498'RAUCH ROAD, 11.3 FEET N OF THE
 MC1498'FENCE-CORNER POST OF AN APPLE ORCHARD,
 MC1498'2 FEET S OF A STANDARD REFERENCE POST.  THE DISK
 MC1498'IS STAMPED
 MC1498'BEDFORD 2 1943.
 MC1498'
 MC1498'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 MC1498'223 IN THE VILLAGE
 MC1498'OF BLISSFIELD, GO E ON U.S. HIGHWAY 233 FOR
 MC1498'2.2 MILES TO A Y-INTERSECTION AND
 MC1498'JUNCTION WITH GOETZ ROAD, HERE
 MC1498'GO E ON GOETZ ROAD FOR 4.2 MILES TO THE
 MC1498'LENAWEE-MONROE COUNTY LINE,
 MC1498'CONTINUE E ON GOETZ ROAD FOR 3,15 MILES TO THE JUNCTION
 MC1498'WITH RAUCH
 MC1498'ROAD, CONTINUE E ON RAUCH ROAD FOR 5.0 MILES TO A FARM ROAD RIGHT,
 MC1498'HERE TURN RIGHT ON
 MC1498'FARM ROAD AND GO 0.2 MILE TO A SANDY KNOLL ON
 MC1498'THE LEFT AND STATION AS DESCRIBED.
 MC1498'
 MC1498'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON FARM ROAD
 MC1498'FOR 0.2 MILE TO
 MC1498'RAUCH ROAD, THENCE E ON RAUCH ROAD FOR 0.2 MILE TO
 MC1498'THE MARK ON THE LEFT AS DESCRIBED.
 MC1498'
 MC1498'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 MC1498
 MC1498                          STATION RECOVERY (1971)
 MC1498
 MC1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 MC1498'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE FOUND
 MC1498'IN GOOD CONDITION.
 MC1498'REFERENCE MARK 2 WAS FOUND TO HAVE BEEN LOWERED BY
 MC1498'THE PROPERTY OWNER BUT OBSTRUCTED TO
 MC1498'THE STATION BY A TREE AND WAS
 MC1498'RESET AND USED AS REFERENCE MARK 3.  THE LINE OF SIGHT
 MC1498'TO THE AZIMUTH
 MC1498'MARK IS OBSTRUCTED BY TREES AND BRUSH.  A DIFFERENCE OF 10 FEET WAS
 MC1498'FOUND IN THE
 MC1498'DISTANCE TO REFERENCE MARK 1 AND THIS IS THOUGHT TO HAVE
 MC1498'BEEN AN ERROR IN THE ORIGINAL
 MC1498'MEASUREMENT SINCE THE ORIGINAL PROPERTY
 MC1498'OWER WAS CONTACTED AND STATED THAT THE STATION
 MC1498'MARK AND REFERENCE
 MC1498'MARK 1 HAVE NEVER BEEN MOVED NOR DISTURBED.  A NEW DESCRIPTION
 MC1498'FOLLOWS-
 MC1498'
 MC1498'THE STATION IS ON THE TOP AND IN A WOODED SAND DUNE ON THE PROPERTY
 MC1498'OF MR. DAVID
 MC1498'SONDERGELD (2753 RAUCH ROAD), 41 FEET NORTHWEST OF A
 MC1498'26 INCH OAK TREE, 20 FEET
 MC1498'SOUTHEAST OF A TWIN TRUNK 10 INCH WILD CHERRY
 MC1498'TREE, 4 FEET NORTH OF A 6 INCH OAK TREE AND
 MC1498'22 FEET SOUTHWEST OF AN 8
 MC1498'INCH OAK TREE.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 MC1498'STAMPED BEDFORD 2
 MC1498'1943.  (NOTE 1A 7A)
 MC1498'
 MC1498'TO REACH THE STATION FROM THE INTERSECTION OF LEWIS AVE., AND
 MC1498'TEMPERANCE ROAD IN
 MC1498'THE CENTER OF TEMPERANCE, GO NORTH ON LEWIS AVE. FOR
 MC1498'3.3 MILES TO THE INTERSECTION WITH
 MC1498'RAUCH ROAD.  TURN LEFT AND GO WEST ON
 MC1498'RAUCH ROAD FOR 2.5 MILES TO THE AZIMUTH MARK ON THE
 MC1498'RIGHT.  CONTINUE
 MC1498'WEST ON THE ROAD FOR 0.2 MILE TO A DRIVEWAY SOUTH.  TURN LEFT AND GO
 MC1498'SOUTH ON THE
 MC1498'DRIVEWAY FOR 0.2 MILE TO THE HOME OF MR. FRANK J BETLEY
 MC1498'ON THE RIGHT AND THE STATION ON
 MC1498'THE LEFT.
 MC1498'
 MC1498'REFERENCE MARK 1 IS 6 FEET EAST OF THE CENTERLINE OF THE LANE, 1
 MC1498'FOOT WEST OF A
 MC1498'FENCE, 33 FEET NORTHWEST OF A 12 INCH APPLE TREE AND 28
 MC1498'FEET SOUTHEAST OF THE SOUTHEAST
 MC1498'CORNER OF A SMALL SHED.  THE MONUMENT
 MC1498'PROJECTS 6 INCHES AND THE DISK IS STAMPED BEDFORD
 MC1498'2 NO 1 1943.
 MC1498'
 MC1498'REFERENCE MARK 3 IS 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 MC1498'MR. BETLEYS HOUSE
 MC1498'AND 7 FEET EAST OF THE CENTERLINE OF THE LANE.  THE
 MC1498'MONUMENT PROJECTS 3 INCHES AND THE
 MC1498'DISK IS STAMPED BEDFORD 2 1943 NO 3
 MC1498'1971.
 MC1498'
 MC1498'THE AZIMUTH MARK IS 17 FEET NORTH OF THE EAST END OF A CONCRETE
 MC1498'TILE OF FIELD
 MC1498'ENTRANCE, 44 FEET SOUTH OF A 14 INCH APPLE TREE AND 49
 MC1498'FEET NORTH OF THE CENTERLINE OF
 MC1498'THE ROAD.  THE MOUMENT PROJECTS 4 INCHES
 MC1498'AND THE DISK IS STAMPED BEDFORD 2 1943.
 MC1498'
 MC1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 MC1498'NORTHWEST OF SAMARIA
 MC1498'
 MC1498'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 MC1498
 MC1498                          STATION RECOVERY (1973)
 MC1498
 MC1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 MC1498'ALL MARKS RECOVERED AND FOUND AS DESCRIBED IN PREVIOUS RECOVERY NOTE.
 MC1498'
 MC1498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES
 MC1498'NORTHWEST OF SAMARIA
 MC1498
 MC1498                          STATION RECOVERY (1980)
 MC1498
 MC1498'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 MC1498'STATION, RM 1, RM 3, AND AZIMUTH MARK WERE FOUND IN GOOD CONDITION AS
 MC1498'DESCRIBED.  THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 MC1498'A METAL WITNESS POST AND SIGN WAS SET 2 FEET SOUTH OF THE STATION.
 MC1498'METAL WITNESS POSTS AND SIGNS WERE SET 2 EAST OF BOTH REFERENCE MARKS.
 MC1498
 MC1498                          STATION RECOVERY (1997)
 MC1498
 MC1498'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (LEB)
 MC1498'RECOVERED AS DESCRIBED.  STATION MAY BE SUITABLE FOR GPS (SATELLITE)
 MC1498'OBSERVATIONS.
 MC1498
 MC1498                          STATION RECOVERY (2001)
 MC1498
 MC1498'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1497 ***********************************************************************
 MC1497  DESIGNATION -  BEDFORD USLS 1879
 MC1497  PID         -  MC1497
 MC1497  STATE/COUNTY-  MI/MONROE
 MC1497  USGS QUAD   -  LAMBERTVILLE EAST (1977)
 MC1497
 MC1497                         *CURRENT SURVEY CONTROL
 MC1497  ___________________________________________________________________
 MC1497* NAD 83(1994)-  41 49 11.27302(N)    083 37 05.25875(W)     ADJUSTED  
 MC1497* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 MC1497  ___________________________________________________________________
 MC1497  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 MC1497  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC1497
 MC1497  HORZ ORDER  -  FIRST
 MC1497
 MC1497.The horizontal coordinates were established by classical geodetic methods
 MC1497.and adjusted by the National Geodetic Survey in February 1997..
 MC1497
 MC1497.The orthometric height was scaled from a topographic map.
 MC1497
 MC1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1497
 MC1497.The geoid height was determined by GEOID03.
 MC1497
 MC1497;                    North         East     Units Scale Factor Converg.
 MC1497;SPC MI S     -    35,800.171 4,062,195.748   MT  1.00007809   +0 30 33.9
 MC1497;SPC MI S     -   117,454.63 13,327,413.87   iFT  1.00007809   +0 30 33.9
 MC1497;SPC OH N     -   239,701.733   507,101.581   MT  1.00002530   -0 44 04.4
 MC1497;UTM  17      - 4,633,082.829   282,553.724   MT  1.00018187   -1 44 47.1
 MC1497
 MC1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1497!SPC MI S     -   0.99997371  x   1.00007809  =   1.00005180
 MC1497!SPC OH N     -   0.99997371  x   1.00002530  =   0.99999901
 MC1497!UTM  17      -   0.99997371  x   1.00018187  =   1.00015558
 MC1497
 MC1497:                Primary Azimuth Mark                     Grid Az
 MC1497:SPC MI S     -  BLISSFIELD USLS 1879                     282 30 10.9
 MC1497:SPC OH N     -  BLISSFIELD USLS 1879                     283 44 49.2
 MC1497:UTM  17      -  BLISSFIELD USLS 1879                     284 45 31.9
 MC1497
 MC1497|---------------------------------------------------------------------|
 MC1497| PID    Reference Object                     Distance      Geod. Az  |
 MC1497|                                                           dddmmss.s |
 MC1497| MC1530 BLISSFIELD USLS 1879                APPROX.16.1 KM 2830044.8 |
 MC1497|---------------------------------------------------------------------|
 MC1497
 MC1497                          SUPERSEDED SURVEY CONTROL
 MC1497
 MC1497  NAD 83(1986)-  41 49 11.28409(N)    083 37 05.28028(W) AD(       ) 1
 MC1497  NAD 27      -  41 49 11.11000(N)    083 37 05.50800(W) AD(       ) 1
 MC1497
 MC1497.Superseded values are not recommended for survey control.
 MC1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1497.See file dsdata.txt to determine how the superseded data were derived.
 MC1497
 MC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8255433083(NAD 83)
 MC1497_MARKER: Z = SEE DESCRIPTION
 MC1497_SETTING: 0 = UNSPECIFIED SETTING
 MC1497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1497
 MC1497  HISTORY     - Date     Condition        Report By
 MC1497  HISTORY     - 1879     MONUMENTED       USLS
 MC1497  HISTORY     - 20010625 MARK NOT FOUND   INDIV
 MC1497
 MC1497                          STATION DESCRIPTION
 MC1497
 MC1497'DESCRIBED BY US LAKE SURVEY 1879
 MC1497'IN SEC. 5, T. 8 W., R. 7 E., BEDFORD TOWNSHIP, ABOUT 250 METERS (820
 MC1497'FEET) SOUTH OF NORTH QUARTER-SECTION
 MC1497'CORNER OF SECTION 5.  MARKED BY SMALL DRILL HOLE IN TOP OF STONE
 MC1497'POST 2-1/2 FEET BELOW SURFACE OF
 MC1497'GROUND, WITH ANOTHER STONE POST DIRECTLY ABOVE AS
 MC1497'SURFACE MARK.  REFERENCE MARKS ARE STONE POSTS AT
 MC1497'FOLLOWING DISTANCES AND BEARINGS
 MC1497'FROM STATION- 32.8 METERS (108 FEET), S. 30 DEG 17 MIN E., 33.0
 MC1497'METERS (108 FEET), S.  49 DEG 44
 MC1497'MIN W., AND 41.0 METERS (135 FEET), N. 39 DEG 12 MIN W.  MONROE
 MC1497'COUNTY, MICH.  NE. CORNER OF SEC. 5,
 MC1497'T. 8 S., R. 7 E. (U. S. L. S..), IS 823.2 METERS (2,701 FEET) FROM
 MC1497'STATION ON BEARING N. 80 DEG 00 MIN E.
 MC1497'IN 1935 THIS STATION WAS REPORTED LOST.
 MC1497
 MC1497                          STATION RECOVERY (2001)
 MC1497
 MC1497'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1211 ***********************************************************************
 RJ1211  DESIGNATION -  BEECH HILL
 RJ1211  PID         -  RJ1211
 RJ1211  STATE/COUNTY-  MI/LUCE
 RJ1211  USGS QUAD   -  BUCKEYE LAKE (1973)
 RJ1211
 RJ1211                         *CURRENT SURVEY CONTROL
 RJ1211  ___________________________________________________________________
 RJ1211* NAD 83(1994)-  46 27 21.12530(N)    085 44 13.63170(W)     ADJUSTED  
 RJ1211* NAVD 88     -       326.     (meters)    1070.     (feet)  SCALED    
 RJ1211  ___________________________________________________________________
 RJ1211  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 RJ1211  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 RJ1211
 RJ1211  HORZ ORDER  -  FIRST
 RJ1211
 RJ1211.The horizontal coordinates were established by classical geodetic methods
 RJ1211.and adjusted by the National Geodetic Survey in February 1997..
 RJ1211
 RJ1211.The orthometric height was scaled from a topographic map.
 RJ1211
 RJ1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1211
 RJ1211.The geoid height was determined by GEOID03.
 RJ1211
 RJ1211;                    North         East     Units Scale Factor Converg.
 RJ1211;SPC MI N     -   186,665.652 8,097,007.254   MT  0.99990726   +0 54 46.1
 RJ1211;SPC MI N     -   612,420.12 26,564,984.43   iFT  0.99990726   +0 54 46.1
 RJ1211;UTM  16      - 5,145,474.373   596,981.160   MT  0.99971561   +0 54 55.7
 RJ1211
 RJ1211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1211!SPC MI N     -   0.99995446  x   0.99990726  =   0.99986172
 RJ1211!UTM  16      -   0.99995446  x   0.99971561  =   0.99967008
 RJ1211
 RJ1211:                Primary Azimuth Mark                     Grid Az
 RJ1211:SPC MI N     -  LAKE SUPERIOR WEST LOOKOUT TWR           017 37 21.1
 RJ1211:UTM  16      -  LAKE SUPERIOR WEST LOOKOUT TWR           017 37 11.5
 RJ1211
 RJ1211|---------------------------------------------------------------------|
 RJ1211| PID    Reference Object                     Distance      Geod. Az  |
 RJ1211|                                                           dddmmss.s |
 RJ1211| RJ1237 LAKE SUPERIOR WEST LOOKOUT TWR      APPROX.18.8 KM 0183207.2 |
 RJ1211| RJ1165 FORDNEY                             APPROX.27.5 KM 0755229.5 |
 RJ1211| CH1691 BEECH HILL RM 3                      24.336 METERS 09727     |
 RJ1211| CH1692 BEECH HILL RM 4                      25.921 METERS 26732     |
 RJ1211| RJ1212 BEECH HILL LOOKOUT TOWER            APPROX. 0.5 KM 3332116.1 |
 RJ1211|---------------------------------------------------------------------|
 RJ1211
 RJ1211                          SUPERSEDED SURVEY CONTROL
 RJ1211
 RJ1211  NAD 83(1986)-  46 27 21.11934(N)    085 44 13.62877(W) AD(       ) 1
 RJ1211  NAD 27      -  46 27 21.15330(N)    085 44 13.13642(W) AD(       ) 1
 RJ1211
 RJ1211.Superseded values are not recommended for survey control.
 RJ1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1211.See file dsdata.txt to determine how the superseded data were derived.
 RJ1211
 RJ1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9698145474(NAD 83)
 RJ1211
 RJ1211  HISTORY     - Date     Condition        Report By
 RJ1211  HISTORY     - 1920     MONUMENTED       USLS
 RJ1211  HISTORY     - 1921     SEE DESCRIPTION  USLS
 RJ1211  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1211  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1211
 RJ1211                          STATION DESCRIPTION
 RJ1211
 RJ1211'DESCRIBED BY US LAKE SURVEY 1921
 RJ1211'ABOUT 1 MILE NORTHWEST OF PEANUT LAKE, AND THOUGHT TO BE NEAR CENTER
 RJ1211'OF NW 1/4 NW 1/4 SEC. 19, T. 47 N., R. 11 W.  MARKED BY DOUBLE
 RJ1211'CONCRETE MONUMENT.  UPPER MARK PROJECTS 4 INCHES ABOVE GROUND.
 RJ1211
 RJ1211                          STATION RECOVERY (1949)
 RJ1211
 RJ1211'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1211'STATION FOUND IN GOOD CONDITION.  LOCATED 7-1/2 MI. NW OF MCMILLAN.
 RJ1211'MARKED BY A .30
 RJ1211'CALIBER REMINGTON SHELL IN 14-IN. MONUMENT 3 IN.
 RJ1211'ABOVE GROUND.
 RJ1211'
 RJ1211'REFERENCE MONUMENTS ARE 6-IN. CONCRETE POSTS 48 IN. LONG
 RJ1211'WITH BRONZE DISKS
 RJ1211'IN TOP.
 RJ1211'
 RJ1211'REFERENCE MARK 1 IS ABOUT 8 FT. BELOW THE STATION, PROJECTS
 RJ1211'6 IN. ABOVE
 RJ1211'GROUND, BEARS S 0 DEG 13 MIN W. 47.79 FT. FROM THE STATION.
 RJ1211'
 RJ1211'REFERENCE MARK 2 IS NEAR THE CENTER OF THE RIDGE, PROJECTS
 RJ1211'3 IN. ABOVE
 RJ1211'GROUND, BEARS N 85 DEG 24 MIN W, 77.21 FT. FROM THE STATION.
 RJ1211'
 RJ1211'NAIL IN A BLAZE IN A 17-IN. MAPLE TREE NEAR THE N END OF THE
 RJ1211'RIDGE BEARS N 29
 RJ1211'DEG 09 MIN W OF THE STATION.
 RJ1211'
 RJ1211'NAIL IN A BLAZE IN A 22-IN. OAK TREE NEAR THE E EDGE OF THE
 RJ1211'RIDGE BEARS N 44
 RJ1211'DEG 09 MIN E, 20.25 FT. FROM THE STATION.
 RJ1211'
 RJ1211'TO REACH THE STATION FROM MCMILLAN, GO N FOR 7.3 MI. ON
 RJ1211'COUNTY ROAD 415 TO
 RJ1211'THE JUNCTION WITH M-28, TURN LEFT ON COUNTY
 RJ1211'ROAD 421 FOR 1.25 MI. TO THE
 RJ1211'INTERSECTION WITH COUNTY ROAD 422,
 RJ1211'TURN LEFT FOR 0.55 MI., TURN RIGHT ON THE ROAD
 RJ1211'TO THE BEECH HILL
 RJ1211'FIRE TOWER FOR 1.35 MI. TO A FORK, BEAR LEFT ON A GRASS-COVERED
 RJ1211'ROAD FOR 0.05
 RJ1211'MI., WALK S TO THE E END OF THE RIDGE AT THE STATION.
 RJ1211
 RJ1211                          STATION RECOVERY (1965)
 RJ1211
 RJ1211'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1211'THE SUBSURFACE MARK OF THE STATION WAS RECOVERED IN GOOD CONDITION.
 RJ1211'THE SURFACE MARK HAS BEEN
 RJ1211'DESTROYED.  REFERENCE MARKS 1 AND 2 WERE FOUND DESTROYED.  A NEW
 RJ1211'DESCRIPTION FOLLOWS-
 RJ1211'
 RJ1211'THE STATION IS LOCATED AT THE NORTHEAST END OF A WOODED RIDGE, ABOUT
 RJ1211'1/2 MILE SOUTHEAST OF THE BEECH HILL
 RJ1211'LOOKOUT TOWER, ABOUT 1 MILE NORTHWEST OF PEANUT LAKE, ABOUT 8
 RJ1211'1/2 MILES NORTH-NORTHWEST OF MC
 RJ1211'MILLAN, AND ON PROPERTY OWNED BY THE CLEVELAND CLIFFS
 RJ1211'IRON COMPANY.
 RJ1211'
 RJ1211'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE JUNCTION OF STATE
 RJ1211'HIGHWAY 28 AND COUNTY HIGHWAY
 RJ1211'415 IN MC MILLAN, GO NORTH ON COUNTY HIGHWAY 415 FOR 7.1 MILES TO A
 RJ1211'CROSSROAD.  TURN LEFT AND GO WEST-NORTHWEST
 RJ1211'ON COUNTY HIGHWAY 421 FOR 1.2 MILES TO A CROSSROAD.
 RJ1211'TURN LEFT AND GO WEST ON COUNTY HIGHWAY 422 FOR
 RJ1211'0.5 MILE TO A SIDE ROAD RIGHT (BEECH HILL
 RJ1211'TOWER ROAD).  TURN RIGHT AND GO NORTHWEST ON A DIRT ROAD FOR 0.65
 RJ1211'MILE TO A Y-FORK.  TAKE THE LEFT FORK
 RJ1211'AND GO NORTH ON A DIRT ROAD FOR 0.5 MILE TO A Y-FORK AND A LOG CABIN
 RJ1211'ON THE LEFT.  TAKE THE RIGHT FORK AND
 RJ1211'GO NORTH ON A DIRT ROAD FOR 0.1 MILE TO A Y-FORK.
 RJ1211'TAKE THE LEFT FORK AND GO WEST UPHILL ON A DIRT
 RJ1211'ROAD FOR 0.1 MILE TO THE TOP OF THE HILL
 RJ1211'AND THE STATION ABOUT 300 FEET SOUTH AT THE NORTHEAST END OF A
 RJ1211'RIDGE.
 RJ1211'
 RJ1211'THE SUBSURFACE MARK ON THE STATION WAS HELD AS THE STATION AT THIS
 RJ1211'TIME.  IT IS A CHAIN LINK SET
 RJ1211'IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT WITH A PUNCHED HOLE
 RJ1211'IN THE TOP.  IT IS 14 INCHES
 RJ1211'UNDERGROUND.  IT IS 49 FEET EAST OF A 14 INCH MAPLE TREE, 33
 RJ1211'FEET SOUTHWEST OF AN 18 INCH MAPLE TREE, 22
 RJ1211'FEET NORTHEAST OF A 14 INCH BEECH TREE, 5
 RJ1211'FEET SOUTHWEST OF A METAL WITNESS POST, AND 2 FEET NORTH OF A
 RJ1211'METAL WITNESS POST.
 RJ1211'
 RJ1211'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BEECH HILL USLS NO 3
 RJ1211'1920, IS SET IN A ROUND
 RJ1211'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 58 FEET SOUTHEAST
 RJ1211'OF THE 18 INCH MAPLE TREE, 3 FEET
 RJ1211'SOUTHWEST OF A 6 INCH MAPLE TREE, AND 1.5 FEET SOUTHWEST OF A
 RJ1211'METAL WITNESS POST.
 RJ1211'
 RJ1211'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BEECH HILL USLS NO 4
 RJ1211'1920, IS SET IN A ROUND
 RJ1211'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 23 FEET SOUTHWEST
 RJ1211'OF A 14 INCH MAPLE TREE, 16 FEET
 RJ1211'SOUTH OF AN 18 INCH BEECH TREE, 11 FEET SOUTHEAST OF A 10 INCH MAPLE
 RJ1211'TREE, AND 2 FEET SOUTH OF A METAL
 RJ1211'WITNESS POST.
 RJ1211'
 RJ1211'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1211'TIME.
 RJ1211'
 RJ1211'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1212 ***********************************************************************
 RJ1212  DESIGNATION -  BEECH HILL LOOKOUT TOWER
 RJ1212  PID         -  RJ1212
 RJ1212  STATE/COUNTY-  MI/LUCE
 RJ1212  USGS QUAD   -  BUCKEYE LAKE (1973)
 RJ1212
 RJ1212                         *CURRENT SURVEY CONTROL
 RJ1212  ___________________________________________________________________
 RJ1212* NAD 83(1994)-  46 27 36.27804(N)    085 44 24.63368(W)     ADJUSTED  
 RJ1212* NAVD 88     -                                                        
 RJ1212  ___________________________________________________________________
 RJ1212  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RJ1212  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 RJ1212
 RJ1212  HORZ ORDER  -  THIRD
 RJ1212
 RJ1212.The horizontal coordinates were established by classical geodetic methods
 RJ1212.and adjusted by the National Geodetic Survey in February 1997..
 RJ1212
 RJ1212
 RJ1212.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1212
 RJ1212.The geoid height was determined by GEOID03.
 RJ1212
 RJ1212;                    North         East     Units Scale Factor Converg.
 RJ1212;SPC MI N     -   187,129.698 8,096,765.086   MT  0.99990748   +0 54 38.1
 RJ1212;SPC MI N     -   613,942.58 26,564,189.91   iFT  0.99990748   +0 54 38.1
 RJ1212;UTM  16      - 5,145,938.318   596,739.017   MT  0.99971503   +0 54 47.9
 RJ1212
 RJ1212                          SUPERSEDED SURVEY CONTROL
 RJ1212
 RJ1212  NAD 83(1986)-  46 27 36.27228(N)    085 44 24.63066(W) AD(       ) 4
 RJ1212  NAD 27      -  46 27 36.30688(N)    085 44 24.13635(W) AD(       ) 3
 RJ1212
 RJ1212.Superseded values are not recommended for survey control.
 RJ1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1212.See file dsdata.txt to determine how the superseded data were derived.
 RJ1212
 RJ1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9673945938(NAD 83)
 RJ1212
 RJ1212  HISTORY     - Date     Condition        Report By
 RJ1212  HISTORY     - 1965     MONUMENTED       CGS
 RJ1212  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ1212
 RJ1212                          STATION DESCRIPTION
 RJ1212
 RJ1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1212'STATION IS THE CENTER OF THE TOP OF THE TOWER.
 RJ1212'IT IS A 4 LEGGED
 RJ1212'STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT
 RJ1212'THE TOP AND HAS AN OVERALL HEIGHT
 RJ1212'OF 102 FEET.
 RJ1212'
 RJ1212'LOCATED ABOUT 15 MILES NORTHWEST OF NEWBERRY, 9 MILES NORTH NORTHWEST
 RJ1212'OF MCMILLAN AND IN
 RJ1212'SEC. 24, T-47-N, R-12-W.  IT IS OWNED AND
 RJ1212'OPERATED BY THE STATE.
 RJ1212'
 RJ1212'NOTE- NO TO REACH WAS GOTTEN ON THIS STATION AT THIS TIME.
 RJ1212
 RJ1212                          STATION RECOVERY (1971)
 RJ1212
 RJ1212'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1212'TOWER FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0066 ***********************************************************************
 NG0066  DESIGNATION -  BEH ARP
 NG0066  PID         -  NG0066
 NG0066  STATE/COUNTY-  MI/BERRIEN
 NG0066  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0066
 NG0066                         *CURRENT SURVEY CONTROL
 NG0066  ___________________________________________________________________
 NG0066* NAD 83(1994)-  42 07 42.84037(N)    086 25 42.60619(W)     ADJUSTED  
 NG0066* NAVD 88     -       190.921  (meters)     626.38   (feet)  ADJUSTED  
 NG0066  ___________________________________________________________________
 NG0066  X           -     295,121.032 (meters)                     COMP
 NG0066  Y           -  -4,728,347.019 (meters)                     COMP
 NG0066  Z           -   4,256,310.990 (meters)                     COMP
 NG0066  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 NG0066  ELLIP HEIGHT-         157.14  (meters)          (07/17/02) GPS OBS
 NG0066  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NG0066  DYNAMIC HT  -         190.857 (meters)     626.17  (feet)  COMP
 NG0066  MODELED GRAV-     980,284.3   (mgal)                       NAVD 88
 NG0066
 NG0066  HORZ ORDER  -  THIRD
 NG0066  VERT ORDER  -  SECOND    CLASS 0
 NG0066  ELLP ORDER  -  FOURTH    CLASS I
 NG0066
 NG0066.This mark is at Ross Fld-Twn Cities Airport (BEH)
 NG0066
 NG0066.The horizontal coordinates were established by GPS observations
 NG0066.and adjusted by the National Geodetic Survey in August 2000..
 NG0066
 NG0066.The orthometric height was determined by differential leveling
 NG0066.and adjusted by the National Geodetic Survey in June 1991..
 NG0066
 NG0066.Photographs are available for this station.
 NG0066
 NG0066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0066
 NG0066.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0066
 NG0066.The ellipsoidal height was determined by GPS observations
 NG0066.and is referenced to NAD 83.
 NG0066
 NG0066.The geoid height was determined by GEOID03.
 NG0066
 NG0066.The dynamic height is computed by dividing the NAVD 88
 NG0066.geopotential number by the normal gravity value computed on the
 NG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0066.degrees latitude (g = 980.6199 gals.).
 NG0066
 NG0066.The modeled gravity was interpolated from observed gravity values.
 NG0066
 NG0066;                    North         East     Units Scale Factor Converg.
 NG0066;SPC MI S     -    71,907.991 3,829,537.859   MT  0.99999336   -1 24 11.3
 NG0066;SPC MI S     -   235,918.61 12,564,100.59   iFT  0.99999336   -1 24 11.3
 NG0066;UTM  16      - 4,664,209.030   547,234.816   MT  0.99962745   +0 23 00.1
 NG0066
 NG0066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0066!SPC MI S     -   0.99997535  x   0.99999336  =   0.99996872
 NG0066!UTM  16      -   0.99997535  x   0.99962745  =   0.99960281
 NG0066
 NG0066|---------------------------------------------------------------------|
 NG0066| PID    Reference Object                     Distance      Geod. Az  |
 NG0066|                                                           dddmmss.s |
 NG0066| AA8099 BEH D                               344.156 METERS 19235     |
 NG0066|---------------------------------------------------------------------|
 NG0066
 NG0066                          SUPERSEDED SURVEY CONTROL
 NG0066
 NG0066  ELLIP H (08/28/00)  157.16   (m)                       GP(       ) 4 1
 NG0066  NAD 83(1994)-  42 07 42.84027(N)    086 25 42.60448(W) AD(       ) 1
 NG0066  ELLIP H (02/03/97)  157.16   (m)                       GP(       ) 4 1
 NG0066  NAD 83(1986)-  42 07 42.84190(N)    086 25 42.61440(W) AD(       ) 1
 NG0066  NAD 83(1986)-  42 07 42.84637(N)    086 25 42.58697(W) AD(       ) 3
 NG0066  NAVD 88 (09/30/91)  190.92   (m)          626.4    (f) LEVELING    3  
 NG0066  NGVD 29 (??/??/92)  191.066  (m)          626.86   (f) ADJ UNCH    2 0
 NG0066
 NG0066.Superseded values are not recommended for survey control.
 NG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0066.See file dsdata.txt to determine how the superseded data were derived.
 NG0066
 NG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4723564209(NAD 83)
 NG0066_MARKER: DT = TOPOGRAPHIC STATION DISK
 NG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0066_SP_SET: CONCRETE POST
 NG0066_STAMPING: ARP 1964
 NG0066_MARK LOGO: CGS   
 NG0066_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0066+STABILITY: SURFACE MOTION
 NG0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0066+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 NG0066
 NG0066  HISTORY     - Date     Condition        Report By
 NG0066  HISTORY     - 1964     MONUMENTED       CGS
 NG0066  HISTORY     - 1969     GOOD             NGS
 NG0066  HISTORY     - 1985     GOOD             NGS
 NG0066  HISTORY     - 19850615 GOOD             NGS
 NG0066  HISTORY     - 19890220 GOOD             NGS
 NG0066  HISTORY     - 19910613 GOOD             NGS
 NG0066  HISTORY     - 19911030 GOOD             MIDT
 NG0066  HISTORY     - 19931221 GOOD             MIDT
 NG0066  HISTORY     - 20000728 GOOD             NGS
 NG0066
 NG0066                          STATION DESCRIPTION
 NG0066
 NG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 NG0066'IN BENTON HARBOR.
 NG0066'THE STATION IS LOCATED AT THE BENTON HARBOR ST. JOSEPH AIRPORT
 NG0066'(ROSS FIELD).  IN A TRIANGLE FORMED BY RUNWAYS 9-27, 13-31 AND
 NG0066'18-36.  104.2 FT SW OF RWY 13-31.  196.6 FT. NORTH OF RWY
 NG0066'9-27 AND 255.5 FT. NE OF AN IRON DRAIN.  THE STATION IS A
 NG0066'STANDARD TOPOGRAPHIC DISK SET IN A CONCRETE POST FLUSH WITH
 NG0066'THE GROUND AND STAMPED ARP 1964.
 NG0066
 NG0066                          STATION RECOVERY (1969)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NG0066'RECOVERED IN GOOD CONDITION.
 NG0066
 NG0066                          STATION RECOVERY (1985)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0066'RECOVERED IN GOOD CONDITION.
 NG0066
 NG0066                          STATION RECOVERY (1985)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (RAH)
 NG0066'THE STATION IS LOCATED IN A TRIANGLE FORMED BY RUNWAYS 9-27, 18-36 AND
 NG0066'13-31.  THE STATION IS 196.6 FT (59.9 M) NORTH OF THE NORTH EDGE OF
 NG0066'RUNWAY 9-27, 104.2 FT (31.8 M) SOUTHWEST OF THE SOUTHWEST EDGE OF
 NG0066'RUNWAY 13-31 AND 255.5 FT (77.9 M) NORTHEAST OF AN IRON GRATE IN CATCH
 NG0066'BASIN.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1964
 NG0066'SET IN THE TOP OF A CONCRETE POST FLUSH WIT THE GROUND.
 NG0066
 NG0066                          STATION RECOVERY (1989)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NG0066'THE STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) SOUTHWEST OF COLOMA,
 NG0066'7.1 KM (4.40 MI) WEST-NORTHWEST OF MILLBURG AND 2.6 KM (1.60 MI)
 NG0066'NORTHEAST OF BENTON HARBOR, AT THE BENTON HARBOR ROSS FIELD-TWIN
 NG0066'CITIES AIRPORT.  OWNERSHIP--CITY OF BENTON HARBOR, 1123 TERRITORIAL
 NG0066'ROAD, BENTO HARBOR MI 49022.  AIRPORT MANAGER IS JOHN R.CHADDOCK, 1123
 NG0066'TERRITORIAL ROAD, BENTON HARBOR MI 49022.  PHONE IS 616-927-3194 OR
 NG0066'HOME 616-983-2193, OR AT THE AIRPORT CONTACT DOUG SHINDELDECKER
 NG0066'(GROUNDS SUPERINTENDENT) 616-972-2643.
 NG0066'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94
 NG0066'BUSINESS (MAIN STREET) AND STATE HIGHWAY 139 (FAIR STREET) IN
 NG0066'NORTHEAST BENTON HARBOR, GO EAST ON HIGHWAY 94 BUSINESS FOR 0.51 KM
 NG0066'(0.30 MI) TO A CROSS-STREET.  TURN LEFT AND GO NORTH ON WALNUT STREET
 NG0066'FOR 0.47 KM (0.30 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 NG0066'TERRITORIAL ROAD FOR 0.17 KM (0.10 MI) TO A PAVED ROAD ON THE LEFT.
 NG0066'TURN LEFT AND GO NORTH ON THE AIRPORT ENTRANCE ROAD FOR 0.21 KM
 NG0066'(0.15 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE
 NG0066'PAVED ROAD FOR 0.10 KM (0.05 MI) TO A PAVED ROAD ON THE LEFT.  TURN
 NG0066'LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.09 KM (0.05 MI) TO THE
 NG0066'AIRPORT TERMINAL BUILDING ON THE LEFT, AND A GRAVELED ROAD AND A GATE
 NG0066'ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED ROAD, PASSING
 NG0066'THROUGH THE GATE, FOR 0.06 KM (0.05 MI) TO AN APRON AND THE
 NG0066'MAINTENANCE GARAGE.  TURN LEFT AND GO NORTH ON THE APRON FOR 0.11 KM
 NG0066'(0.05 MI) TO A TAXIWAY.  TURN RIGHT AND GO EAST ON THE TAXIWAY FOR
 NG0066'0.19 KM (0.10 MI) TO RUNWAY 13-31.  TURN LEFT AND GO NORTHWEST ON
 NG0066'RUNWAY 13-31 FOR 0.29 KM (0.20 MI) TO THE STATION ON THE LEFT.
 NG0066'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 NG0066'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 77.9 M (255.6 FT)
 NG0066'NORTHEAST OF THE CENTER OF A CATCH BASIN, 59.9 M (196.5 FT) NORTH OF
 NG0066'THE NORTH EDGE OF RUNWAY 9-27, 31.8 M (104.3 FT) SOUTHWEST OF THE
 NG0066'SOUTHWEST EDGE OF RUNWAY 13-31, AND 30.8 M (101.0 FT) SOUTHWEST OF THE
 NG0066'3RD RUNWAY LIGHT NORTHWEST OF THE JUNCTION OF THE RUNWAYS.
 NG0066'NOTE-CONTROL TOWER AT THIS AIRPORT IS CLOSED
 NG0066'DESCRIBED BY E.J. HANSMANN.
 NG0066
 NG0066                          STATION RECOVERY (1991)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NG0066'RECOVERED IN GOOD CONDITION.
 NG0066
 NG0066                          STATION RECOVERY (1991)
 NG0066
 NG0066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NG0066'STATION IS LOCATED IN QUAD 420862. IT IS IN THE NORTHWEST 1/4, SECTION
 NG0066'17, T-4-S, R-18-W, BENTON TOWNSHIP AND ON THE BENTON HEIGHTS
 NG0066'QUADRANGLE MAP.  IT IS IN BENTON HARBOR, ON THE PROPERTY OF TWIN
 NG0066'CITIES AIRPORT, MANAGER JOHN R. CHADDOCK AT 1123 TERRITORIAL ROAD,
 NG0066'ROSS FIELD, BENTON HARBOR, MICH. 49022.  PHONE (616) 927-3194. TO
 NG0066'REACH THE STATION FROM THE INTERSTATE HIGHWAY I-94 AND INTERSTATE
 NG0066'HIGHWAY BUSINESS LOOP I-94 INTO BENTON HARBOR, EXIT 33 ABOUT 3-1/2
 NG0066'MILES EAST FROM BENTON HARBOR, GO WEST ON BUSINESS LOOP I-94 FOR 1.2
 NG0066'MI (1.9 KM) TO CRYSTAL ROAD EXIT, FOLLOW EXIT RAMP WESTERLY 0.1 MI
 NG0066'(0.2 KM) TO CRYSTAL ROAD, TURN RIGHT ON CRYSTAL ROAD AND GO NORTH FOR
 NG0066'0.15 MI (0.24 KM) TO FIRST STOP, TERRITORIAL ROAD, TURN LEFT AND GO
 NG0066'WEST FOR 0.35 MI (0.56 KM) TO A Y INTERSECTION AND STOP SIGN, CONTINUE
 NG0066'WEST ON TERRITORIAL ROAD FOR 0.25 MI (0.40 KM) TO AIRPORT ENTRANCE ON
 NG0066'RIGHT, TURN RIGHT INTO DRIVE AND GO NORTH 0.1 MI (0.2 KM) TO ONE WAY
 NG0066'SIGN AND DRIVE ON RIGHT, TURN RIGHT AND FOLLOW ONE WAY EAST ABOUT 600
 NG0066'FEET (182.9 M) TO A T DRIVE ON LEFT, TURN LEFT AND GO NORTH ABOUT 150
 NG0066'FEET (45.7 M) TO DRIVE RIGHT, TURN RIGHT AND GO EAST ABOUT 200 FEET
 NG0066'(61.0 M) TO DRIVE LEFT, TURN LEFT AND GO NORTH INTO DRIVEWAY TO
 NG0066'MAINTANENCE HANGOR AND ENTRANCE ONTO AIRFIELD, CONTINUE NORTH 0.1 MI
 NG0066'(0.2 KM) TO EAST-WEST TAXIWAY, TURN RIGHT AND GO EAST ABOUT 600 FEET
 NG0066'(182.9 M) TO NORTHWEST-SOUTHEAST RUNWAY INTERSECTION, TURN LEFT ONTO
 NG0066'RUNWAY AND GO NORTHWEST 300 FT (91.4 M) TO EAST-WEST RUNWAY
 NG0066'INTERSECTION, CONTINUE NORTHWEST ALONG RUNWAY 300 FT (91.4 M) TO
 NG0066'STATION ON THE LEFT IN A TRIANGLE FORMED BY RUNWAYS 13-31, 9-27, AND
 NG0066'8-36. STATION IS FLUSH WITH GROUND.  IT IS 225.6 FT (68.8 M) NORTHEAST
 NG0066'FROM CATCHBASIN GRATE, 196.6 FT (59.9 M) NORTH FROM NORTH EDGE OF
 NG0066'EAST-WEST RUNWAY 9-27, 104.2 FT (31.8 M) SOUTHWEST FROM SOUTHWEST EDGE
 NG0066'OF NORTHWEST-SOUTHEAST RUNWAY 13-31, 0.7 FT (21.3 CM) SOUTH FROM
 NG0066'CARSONITE WITNESS POST.
 NG0066
 NG0066                          STATION RECOVERY (1993)
 NG0066
 NG0066'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0066'STATION IS LOCATED IN QUAD 420862 ON THE BENTON HEIGHTS QUADRANGLE
 NG0066'MAP. IT IS IN THE NORTH 1/2 OF SECTION 17, T-4-S, R-18-W, AT ROSS
 NG0066'FIELD TWIN CITIES AIRPORT, 1123 TERRITORIAL ROAD, BENTON HARBOR, MI
 NG0066'49022. (78891.1 KM) ABOUT 8.0 MILES NORTHEAST FROM STEVENSVILLE, 7.5
 NG0066'MILES SOUTHWEST FROM COLOMA AND 4.5 MILES WEST FROM MILBERG.  BEFORE
 NG0066'ENTRY CONTACT AIRPORT MANAGER JOHN R. CHADDOCK, PHONE 616-927-3194. TO
 NG0066'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 BUSINESS (MAIN
 NG0066'STREET), AND STATE HIGHWAY M-139 (FAIR STREET), IN NORTHEAST BENTON
 NG0066'HARBOR, GO EAST ALONG INTERSTATE 94 BUSINESS FOR 0.3 MILE TO WALNUT
 NG0066'STREET. GO NORTH ALONG WALNUT STREET FOR 0.3 MILE TO TERRITORIAL ROAD.
 NG0066'GO EAST ALONG TERRITORIAL ROAD 0.1 MILE TO ROSS FIELD (AIRPORT)
 NG0066'ENTRANCE. GO NORTH ALONG THE AIRPORT ENTRANCE ROAD FOR 0.15 MILE TO A
 NG0066'PAVED ROAD TO THE RIGHT. GO EAST ALONG PAVED ROAD FOR 0.05 MILE TO A
 NG0066'PAVED ROAD ON THE LEFT. GO NORTH ALONG THE PAVED ROAD FOR .05 MILE TO
 NG0066'THE AIRPORT TERMINAL BUILDING ON THE LEFT AND A GRAVEL ROAD AND A GATE
 NG0066'ON THE RIGHT. GO EAST ALONG THE GRAVEL ROAD, PASSING THROUGH THE GATE,
 NG0066'FOR .05 MILE TO AN APRON AND THE MAINTENANCE GARAGE. GO NORTH ALONG
 NG0066'THE APRON FOR .05 MILE TO A TAXIWAY. GO EAST ALONG THE TAXIWAY FOR .10
 NG0066'MILE TO RUNWAY 13-31. GO NORTHWEST ALONG RUNWAY 13-31 FOR .20 MILE TO
 NG0066'THE STATION ON THE LEFT AS DESCRIBED. STATION IS 255.6 FEET NORTHEAST
 NG0066'FROM THE CENTER OF A CATCH BASIN 196.5 FEET NORTH FROM THE NORTH EDGE
 NG0066'OF RUNWAY 9-27, 104.3 FEET SOUTHWEST FROM THE SOUTHWEST EDGE OF RUNWAY
 NG0066'13-31, 101.0 FEET SOUTHWEST FROM THE 3RD RUNWAY LIGHT NORTHWEST FROM
 NG0066'THE JUNCTION OF THE RUNWAYS, AND 1.0 FOOT SOUTH FROM CARSONITE WITNESS
 NG0066'MARKER.
 NG0066
 NG0066                          STATION RECOVERY (2000)
 NG0066
 NG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NG0066'RECOVERED AS DESCRIBED.  THE AIRPORT MANAGER IS NOW LEE SCHERWITZ,
 NG0066'PHONE 616-927-3194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8099 ***********************************************************************
 AA8099  CBN         -  This is a Cooperative Base Network Control Station.
 AA8099  PACS        -  This is a Primary Airport Control Station.
 AA8099  DESIGNATION -  BEH D
 AA8099  PID         -  AA8099
 AA8099  STATE/COUNTY-  MI/BERRIEN
 AA8099  USGS QUAD   -  BENTON HEIGHTS (1970)
 AA8099
 AA8099                         *CURRENT SURVEY CONTROL
 AA8099  ___________________________________________________________________
 AA8099* NAD 83(1994)-  42 07 31.95392(N)    086 25 45.86955(W)     ADJUSTED  
 AA8099* NAVD 88     -       190.91   (meters)     626.3    (feet)  GPS OBS   
 AA8099  ___________________________________________________________________
 AA8099  X           -     295,060.260 (meters)                     COMP
 AA8099  Y           -  -4,728,576.626 (meters)                     COMP
 AA8099  Z           -   4,256,061.918 (meters)                     COMP
 AA8099  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AA8099  ELLIP HEIGHT-         157.22  (meters)          (07/12/02) GPS OBS
 AA8099  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 AA8099
 AA8099  HORZ ORDER  -  B
 AA8099  ELLP ORDER  -  FOURTH    CLASS II
 AA8099
 AA8099.This mark is at Ross Fld-Twn Cities Airport (BEH)
 AA8099
 AA8099.The horizontal coordinates were established by GPS observations
 AA8099.and adjusted by the National Geodetic Survey in September 1995..
 AA8099
 AA8099.The orthometric height was determined by GPS observations and a
 AA8099.high-resolution geoid model.
 AA8099
 AA8099.GPS derived orthometric heights for airport stations designated as
 AA8099.PACS or SACS are published to 2 decimal places.  This maintains
 AA8099.centimeter relative accuracy between the PACS and SACS.  It does
 AA8099.not indicate centimeter accuracy relative to other marks which are
 AA8099.part of the NAVD 88 network.
 AA8099
 AA8099.Photographs are available for this station.
 AA8099
 AA8099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8099
 AA8099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8099
 AA8099.The ellipsoidal height was determined by GPS observations
 AA8099.and is referenced to NAD 83.
 AA8099
 AA8099.The geoid height was determined by GEOID03.
 AA8099
 AA8099;                    North         East     Units Scale Factor Converg.
 AA8099;SPC MI S     -    71,574.035 3,829,454.701   MT  0.99999405   -1 24 13.5
 AA8099;SPC MI S     -   234,822.95 12,563,827.76   iFT  0.99999405   -1 24 13.5
 AA8099;UTM  16      - 4,663,872.767   547,162.137   MT  0.99962737   +0 22 57.8
 AA8099
 AA8099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8099!SPC MI S     -   0.99997534  x   0.99999405  =   0.99996939
 AA8099!UTM  16      -   0.99997534  x   0.99962737  =   0.99960272
 AA8099
 AA8099|---------------------------------------------------------------------|
 AA8099| PID    Reference Object                     Distance      Geod. Az  |
 AA8099|                                                           dddmmss.s |
 AA8099| NG0066 BEH ARP                             344.156 METERS 01235     |
 AA8099|---------------------------------------------------------------------|
 AA8099
 AA8099                          SUPERSEDED SURVEY CONTROL
 AA8099
 AA8099  ELLIP H (09/20/95)  157.23   (m)                       GP(       ) 1 2
 AA8099
 AA8099.Superseded values are not recommended for survey control.
 AA8099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8099.See file dsdata.txt to determine how the superseded data were derived.
 AA8099
 AA8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4716263873(NAD 83)
 AA8099_MARKER: I = METAL ROD
 AA8099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8099_STAMPING: BEH D 1994
 AA8099_MARK LOGO: NGS   
 AA8099_PROJECTION: FLUSH
 AA8099_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8099+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2000
 AA8099_ROD/PIPE-DEPTH: 21.0 meters
 AA8099_SLEEVE-DEPTH  : 1.2 meters
 AA8099
 AA8099  HISTORY     - Date     Condition        Report By
 AA8099  HISTORY     - 1994     MONUMENTED       NGS
 AA8099  HISTORY     - 20000728 GOOD             NGS
 AA8099
 AA8099                          STATION DESCRIPTION
 AA8099
 AA8099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8099'STATION IS LOCATED ON THE NORTH SIDE OF BENTON HARBOR, AT THE
 AA8099'SOUTHWEST MICHIGAN AIRPORT (FORMERLY ROSS FIELD-TWIN CITIES) , AT THE
 AA8099'SOUTH SIDE OF THE AIRPORT, 92 M (301.8 FT) WEST OF THE MAIN ENTRANCE
 AA8099'TO THE TERMINAL BUILDING, IN A GRASS STRIP BETWEEN A LOW PERIMETER
 AA8099'FENCE AND THE EXIT ROAD, IN CENTRAL SECTION 17, T 4 S, R 18 W.
 AA8099'OWNERSHIP--CITIES OF BENTON HARBOR AND ST JOSEPH, 1125 TERRITORIAL
 AA8099'ROAD, BENTON HARBOR, MI 49022.  AIRPORT MANAGER IS JOHN CHADDOCK,
 AA8099'PHONE 616-927-3194.  NO ESCORT REQUIRED TO REACH THE STATION.  TO
 AA8099'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAYS 94, 94
 AA8099'BUSINESS, AND U.S.  HIGHWAY 31 (EXIT 33) ON THE NORTHEAST SIDE OF
 AA8099'BENTON HARBOR, GO WEST ON HIGHWAY 94 BUSINESS FOR 2.97 KM (1.85 MI) TO
 AA8099'A CROSSROAD IN A CURVE.  TURN RIGHT, NORTH, ON URBANDALE AVENUE FOR
 AA8099'0.46 KM (0.30 MI) TO A T-ROAD.  TURN LEFT, WEST, ON TERRITORIAL ROAD
 AA8099'FOR 0.33 KM (0.20 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AA8099'RIGHT, NORTH, ON ROAD FOR 0.27 KM (0.15 MI) TO A ROAD RIGHT.  TURN
 AA8099'RIGHT, EAST, NORTH, AND WEST ON ROAD FOR 0.20 KM (0.10 MI) TO THE
 AA8099'TERMINAL BUILDING.  CONTINUE AHEAD FOR 0.09 KM (0.05 MI) TO A ROAD
 AA8099'CURVE LEFT AND THE STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH
 AA8099'GROUND AND ROD IS RECESSED 7 CM BELOW GROUND. STATION IS 5.8 M (19.0
 AA8099'FT) SOUTH OF A FIBERGLASS WITNESS POST IN THE FENCE LINE, 11.7 M (38.4
 AA8099'FT) NORTH OF A MANHOLE COVER NEAR THE ROAD CENTER, ON LINE WITH THE
 AA8099'ROAD CENTER LEADING SOUTH, 34.7 M (113.8 FT) WEST OF A HYDRANT, 22.1 M
 AA8099'(72.5 FT) EAST-SOUTHEAST OF AN INTERIOR FENCE CORNER, AND 9.9 M (32.5
 AA8099'FT) EAST-SOUTHEAST OF A YELLOW GAS LINE WITNESS POST.
 AA8099
 AA8099                          STATION RECOVERY (2000)
 AA8099
 AA8099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA8099'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.  THE AIRPORT
 AA8099'MANAGER IS NOW LEE SCHERWITZ, 1123 TERRITORIAL ROAD, BENTON HARBOR, MI
 AA8099'49022.  PHONE 616-927-3194.  NOTE--THIS STATION IS DESIGNATED THE
 AA8099'PRIMARY AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1286 ***********************************************************************
 NE1286  DESIGNATION -  BEHRENDT
 NE1286  PID         -  NE1286
 NE1286  STATE/COUNTY-  MI/OAKLAND
 NE1286  USGS QUAD   -  WALLED LAKE (1983)
 NE1286
 NE1286                         *CURRENT SURVEY CONTROL
 NE1286  ___________________________________________________________________
 NE1286* NAD 83(1994)-  42 30 06.02623(N)    083 27 16.05750(W)     ADJUSTED  
 NE1286* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 NE1286  ___________________________________________________________________
 NE1286  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 NE1286  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NE1286
 NE1286  HORZ ORDER  -  FIRST
 NE1286
 NE1286.The horizontal coordinates were established by classical geodetic methods
 NE1286.and adjusted by the National Geodetic Survey in February 1997..
 NE1286
 NE1286.The orthometric height was scaled from a topographic map.
 NE1286
 NE1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1286
 NE1286.The geoid height was determined by GEOID03.
 NE1286
 NE1286;                    North         East     Units Scale Factor Converg.
 NE1286;SPC MI S     -   111,669.565 4,074,973.672   MT  0.99992913   +0 37 14.8
 NE1286;SPC MI S     -   366,369.96 13,369,336.19   iFT  0.99992913   +0 37 14.8
 NE1286;UTM  17      - 4,708,398.324   298,326.381   MT  1.00010043   -1 39 31.8
 NE1286
 NE1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1286!SPC MI S     -   0.99995827  x   0.99992913  =   0.99988740
 NE1286!UTM  17      -   0.99995827  x   1.00010043  =   1.00005869
 NE1286
 NE1286|---------------------------------------------------------------------|
 NE1286| PID    Reference Object                     Distance      Geod. Az  |
 NE1286|                                                           dddmmss.s |
 NE1286| CH0800 BEHRENDT RM 2                        58.686 METERS 00719     |
 NE1286| CH0799 BEHRENDT RM 1                        36.043 METERS 14819     |
 NE1286| CH0798 BEHRENDT AZ MK                                     1871654.9 |
 NE1286| NE1453 NOVI MACHINE AND FOUNDRY TANK       APPROX. 3.3 KM 2090002.7 |
 NE1286|---------------------------------------------------------------------|
 NE1286
 NE1286                          SUPERSEDED SURVEY CONTROL
 NE1286
 NE1286  NAD 83(1986)-  42 30 06.03061(N)    083 27 16.08635(W) AD(       ) 1
 NE1286  NAD 27      -  42 30 05.90800(N)    083 27 16.32000(W) AD(       ) 1
 NE1286
 NE1286.Superseded values are not recommended for survey control.
 NE1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1286.See file dsdata.txt to determine how the superseded data were derived.
 NE1286
 NE1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9832608398(NAD 83)
 NE1286_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1286
 NE1286  HISTORY     - Date     Condition        Report By
 NE1286  HISTORY     - 1943     MONUMENTED       CGS
 NE1286  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1286  HISTORY     - 1980     GOOD             MIDH
 NE1286
 NE1286                          STATION DESCRIPTION
 NE1286
 NE1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1286'STATION IS LOCATED
 NE1286'ABOUT 1.75 MILES
 NE1286'NE OF THE VILLAGE OF NOVI, 6 MILES NW OF FARMINGTON
 NE1286'AND ON PROPERTY OWNED BY MRS.
 NE1286'MATHILDA BEHRENDT.  IT IS 45 FEET W OF
 NE1286'THE EDGE OF THE WOODS, 60.0 FEET W OF A N-S
 NE1286'FENCELINE, 194.0 FEET S
 NE1286'OF THE E-W FENCELINE AND 15 INCHES BELOW THE SURFACE OF THE
 NE1286'GROUND.  THE
 NE1286'DISK IS STAMPED BEHRENDT 1943.
 NE1286'
 NE1286'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 NE1286'IN CONCRETE AS
 NE1286'DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1286'
 NE1286'REFERENCE MARK 1 IS 118.25 FEET SE OF THE STATION, 16 FEET N OF
 NE1286'A 30-INCH WALNUT
 NE1286'TREE AND 1.0 FOOT W OF A N-S FENCELINE.  THE DISK
 NE1286'IS STAMPED BEHRENDT NO 1 1943.
 NE1286'
 NE1286'REFERENCE MARK 2 IS 192.54 FEET N OF THE STATION, 2.0 FEET S OF
 NE1286'AN E-W FENCELINE
 NE1286'AND 20 FEET W OF THE FENCE CORNER.  THE DISK IS
 NE1286'STAMPED BEHRENDT NO 2 1943.
 NE1286'
 NE1286'AZIMUTH MARK IS ABOUT 0.5 MILE S OF THE STATION, 32.6 FEET N OF
 NE1286'THE CENTER LINE OF
 NE1286'TWELVE MILE ROAD, 19 FEET W OF A 20-INCH ELM TREE.
 NE1286'THE DISK IS STAMPED BEHRENDT 1943.
 NE1286'NOTE 11A.
 NE1286'
 NE1286'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 16 AND
 NE1286'NOVI ROAD IN THE
 NE1286'VILLAGE OF NOVI, GO N ON NOVI ROAD FOR 1.0 MILE TO
 NE1286'TWELVE MILE ROAD, TURN RIGHT AND GO
 NE1286'E 0.95 MILE TO MEADOW BROOK ROAD,
 NE1286'*TURN LEFT ON MEADOW BROOK ROAD AND GO 0.3 MILE TO MRS.
 NE1286'BEHRENDTS
 NE1286'CEMENT-BLOCK HOUSE, TURN RIGHT AND PASS THE HOUSE ON THE S THROUGH
 NE1286'GATE INTO ORCHARD,
 NE1286'CONTINUE THRUGH ORCHARD FOR 0.25 MILE TO A SMALL
 NE1286'BARE HILL AND STATION.
 NE1286'
 NE1286'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO E ON TWELVE MILE
 NE1286'ROAD FOR 0.05 MILE
 NE1286'TO THE AZIMUTH MARK ON THE LEFT.
 NE1286'
 NE1286'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 NE1286
 NE1286                          STATION RECOVERY (1957)
 NE1286
 NE1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1286'STATION, AZIMUTH, AND REFERENCE
 NE1286'MARKS RECOVERED AS
 NE1286'DESCRIBED AND IN GOOD CONDITION.  DESCRIPTION
 NE1286'IS ADEQUATE AND CORRECT EXCEPT FOR
 NE1286'THE FOLLOWING-
 NE1286'
 NE1286'STATION MARK IS 68.7 FT. NW OF A TRIANGULARLY-BLAZED, 18-IN.
 NE1286'ELM TREE.
 NE1286'
 NE1286'AZIMUTH MARK IS 23.7 FT. E OF A TRIANGULARLY-BLAZED 24-IN.
 NE1286'ELM TREE, AND
 NE1286'ABOUT 1 FT. N OF A FENCE.
 NE1286'
 NE1286'REFERENCE MARK 2 IS 26.4 FT. W-NW OF A 22-IN. OAK TREE ALONG
 NE1286'AN OLD FENCE LINE,
 NE1286'22.6 FT. NE OF THE NE CORNER OF A BUILDING,
 NE1286'17.6 FT. S OF A 16-IN. OAK TREE, AND
 NE1286'AT THE CORNER OF A WOODED
 NE1286'AREA.
 NE1286
 NE1286                          STATION RECOVERY (1980)
 NE1286
 NE1286'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1286'THE STATION, AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1286'THE AZIMUTH MARK WAS SEARCHED FOR BUT COULD NOT BE FOUND.  THE
 NE1286'DIRECTIONS AND DISTANCES WERE NOT CHECKED.
 NE1286'
 NE1286'TO REACH STATION FROM THE INTERSECTION OF US 16 (GRAND RIVER) AND
 NE1286'NOVI ROADS IN THE CITY OF NOVI GO NORTH ON NOVI ROAD FOR 1 MILE TO 12
 NE1286'MILE ROAD TURN RIGHT AND GO EAST 0.95 MILES TO MEADOWBROOK ROAD
 NE1286'CONTINUE EAST 0.5 MILES TO SUMMIT STREET, A TEE ROAD LEFT, TURN LEFT
 NE1286'AND GO NORTH 0.5 MILE TO A FORK LEFT (SUMMIT COURT) GO LEFT FOR 0.15
 NE1286'MILE TO THE ADDRESS OF RAYMOND BARRIER AT 28680 SUMMIT COURT AND THE
 NE1286'STATION BEHIND THE HOUSE AS DESCRIBED.
 NE1286'
 NE1286'THE STATION IS IS 162 FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A
 NE1286'WHITE BRICK HOUSE AND 15 FEET NORTH OF A 28 INCH HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0566 ***********************************************************************
 RK0566  DESIGNATION -  BELL
 RK0566  PID         -  RK0566
 RK0566  STATE/COUNTY-  MI/MARQUETTE
 RK0566  USGS QUAD   -  GREENWOOD (1975)
 RK0566
 RK0566                         *CURRENT SURVEY CONTROL
 RK0566  ___________________________________________________________________
 RK0566* NAD 83(1994)-  46 24 57.47837(N)    087 45 55.80501(W)     ADJUSTED  
 RK0566* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 RK0566  ___________________________________________________________________
 RK0566  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 RK0566  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 RK0566
 RK0566  HORZ ORDER  -  SECOND
 RK0566
 RK0566.The horizontal coordinates were established by classical geodetic methods
 RK0566.and adjusted by the National Geodetic Survey in February 1997..
 RK0566
 RK0566.The orthometric height was scaled from a topographic map.
 RK0566
 RK0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0566
 RK0566.The geoid height was determined by GEOID03.
 RK0566
 RK0566;                    North         East     Units Scale Factor Converg.
 RK0566;SPC MI N     -   181,741.969 7,941,154.142   MT  0.99990543   -0 33 11.9
 RK0566;SPC MI N     -   596,266.30 26,053,655.32   iFT  0.99990543   -0 33 11.9
 RK0566;UTM  16      - 5,140,550.557   441,171.287   MT  0.99964254   -0 33 16.3
 RK0566
 RK0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0566!SPC MI N     -   0.99993127  x   0.99990543  =   0.99983671
 RK0566!UTM  16      -   0.99993127  x   0.99964254  =   0.99957384
 RK0566
 RK0566|---------------------------------------------------------------------|
 RK0566| PID    Reference Object                     Distance      Geod. Az  |
 RK0566|                                                           dddmmss.s |
 RK0566| CJ2237 BELL RM 1                            22.710 METERS 04252     |
 RK0566| CJ2236 BELL AZ MK                                         1995604.1 |
 RK0566| CJ2238 BELL RM 2                            21.252 METERS 33741     |
 RK0566|---------------------------------------------------------------------|
 RK0566
 RK0566                          SUPERSEDED SURVEY CONTROL
 RK0566
 RK0566  NAD 83(1986)-  46 24 57.47276(N)    087 45 55.80069(W) AD(       ) 2
 RK0566  NAD 27      -  46 24 57.69400(N)    087 45 55.31300(W) AD(       ) 2
 RK0566
 RK0566.Superseded values are not recommended for survey control.
 RK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0566.See file dsdata.txt to determine how the superseded data were derived.
 RK0566
 RK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4117140551(NAD 83)
 RK0566_MARKER: DS = TRIANGULATION STATION DISK
 RK0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0566
 RK0566  HISTORY     - Date     Condition        Report By
 RK0566  HISTORY     - 1955     MONUMENTED       CGS
 RK0566
 RK0566                          STATION DESCRIPTION
 RK0566
 RK0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0566'THE STATION IS IN SECTION 2, T. 46 N., R. 28 W,, ON THE SOUTHERN
 RK0566'OF A HILL AND ON LAND OWNED BY THE STATE OF MICHIGAN.  IT IS
 RK0566'APPROXIMATELY 10 MILES NORTHEAST OF REPUBLIC, 6-1/2 MILES SOUTHWEST
 RK0566'OF ISHPEMING AND 1/2 MILE NORTHWEST OF COUNTY HIGHWAY 581.
 RK0566'
 RK0566'TO REACH FROM THE JUNCTION OF PINE AND DIVISION STREETS IN ISHPEMING,
 RK0566'GO SOUTH-SOUTHWEST ON PINE STREET WHICH IS ALSO COUNTY HIGHWAY 581,
 RK0566'FOR 3.7 MILES TO THE JUNCTION OF COUNTY HIGHWAYS 581 AND 482 (BOTH
 RK0566'PAVED ROADS), KEEP LEFT FORK AND GO SOUTH-SOUTHWEST ON COUNTY
 RK0566'HIGHWAY 581 FOR 4.1 MILES TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT
 RK0566'AND GO NORTHWESTERLY ON THE GRAVEL ROAD FOR 0.4 MILE TO A SIDE
 RK0566'ROAD RIGHT AND THE AZIMUTH MARK 37 YARDS SOUTHEAST OF THE
 RK0566'INTERSECTION AND 38 FEET SOUTHWEST OF THE CENTER OF THE ROAD.
 RK0566'TURN RIGHT AND GO NORTHEASTERLY ON THE TRACK ROAD FOR 0.15
 RK0566'MILE TO A DIM FORK, KEEP LEFT FORK AND GO 0.05 MILE TO A SADDLE, BEAR
 RK0566'RIGHT AND FOLLOW ALONG THE SUMMIT OF THE RIDGE
 RK0566'SOUTH-SOUTHEASTERLY ABOUT 37 YARDS TO THE STATION ON THE WESTERN
 RK0566'EDGE OF THE SOUTHERN SUMMIT.
 RK0566'
 RK0566'THE STATION MARK, STAMPED BELL 1955, IS A STANDARD DISK SET IN A
 RK0566'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 18 FEET
 RK0566'SOUTHEAST OF A 6-INCH BIRCH TREE WITH A TRIANGLE BLAZE AND 3 FEET
 RK0566'NORTHEAST OF A WHITE WITNESS POST.
 RK0566'
 RK0566'REFERENCE MARK NO. 1, STAMPED BELL NO 1 1955, IS A STANDARD DISK SET
 RK0566'IN A SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT IS 5.5 FEET
 RK0566'NORTH OF A 6-INCH TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE AND
 RK0566'ABOUT 8 FEET LOWER THAN THE STATION.
 RK0566'
 RK0566'REFERENCE MARK NO. 2, STAMPED BELL NO 2 1955, IS A STANDARD DISK SET
 RK0566'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 42 FEET
 RK0566'SOUTHEAST OF THE CENTER OF THE TRACK ROAD IN THE SADDLE AND 3 FEET
 RK0566'LOWER THAN THE STATION.
 RK0566'
 RK0566'THE AZIMUTH MARK, STAMPED BELL 1955, IS A STANDARD DISK SET IN A
 RK0566'SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 38 FEET
 RK0566'SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 13-1/2 FEET EAST OF A
 RK0566'14-INCH TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 1 FOOT
 RK0566'SOUTHEAST OF A WHITE WITNESS POST.  A LITTLE CLEARING WILL BE
 RK0566'REQUIRED TO SEE THE AZIMUTH MARK FROM THE GROUND.
 RK0566'
 RK0566'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1003 ***********************************************************************
 OJ1003  DESIGNATION -  BELL
 OJ1003  PID         -  OJ1003
 OJ1003  STATE/COUNTY-  MI/LAPEER
 OJ1003  USGS QUAD   -  COLUMBIAVILLE (1978)
 OJ1003
 OJ1003                         *CURRENT SURVEY CONTROL
 OJ1003  ___________________________________________________________________
 OJ1003* NAD 83(1994)-  43 11 28.22507(N)    083 27 22.43560(W)     ADJUSTED  
 OJ1003* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 OJ1003  ___________________________________________________________________
 OJ1003  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 OJ1003  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 OJ1003
 OJ1003  HORZ ORDER  -  FIRST
 OJ1003
 OJ1003.The horizontal coordinates were established by classical geodetic methods
 OJ1003.and adjusted by the National Geodetic Survey in February 1997..
 OJ1003
 OJ1003.The orthometric height was scaled from a topographic map.
 OJ1003
 OJ1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1003
 OJ1003.The geoid height was determined by GEOID03.
 OJ1003
 OJ1003;                    North         East     Units Scale Factor Converg.
 OJ1003;SPC MI S     -   188,253.200 4,073,999.864   MT  0.99992113   +0 37 10.5
 OJ1003;SPC MI S     -   617,628.61 13,366,141.29   iFT  0.99992113   +0 37 10.5
 OJ1003;UTM  17      - 4,784,973.637   300,414.416   MT  1.00009005   -1 40 54.1
 OJ1003
 OJ1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1003!SPC MI S     -   0.99995928  x   0.99992113  =   0.99988042
 OJ1003!UTM  17      -   0.99995928  x   1.00009005  =   1.00004933
 OJ1003
 OJ1003|---------------------------------------------------------------------|
 OJ1003| PID    Reference Object                     Distance      Geod. Az  |
 OJ1003|                                                           dddmmss.s |
 OJ1003| CH0802 BELL RM 1                                          09207     |
 OJ1003| CH0803 BELL RM 2                                          18009     |
 OJ1003| CH0801 BELL AZ MK                                         3370423.1 |
 OJ1003| OJ1004 OTTER LAKE AMER LEGION TANK         APPROX. 3.5 KM 3564728.0 |
 OJ1003| OJ1002 OTTER                               APPROX. 4.5 KM 3595221.7 |
 OJ1003|---------------------------------------------------------------------|
 OJ1003
 OJ1003                          SUPERSEDED SURVEY CONTROL
 OJ1003
 OJ1003  NAD 83(1986)-  43 11 28.22055(N)    083 27 22.46512(W) AD(       ) 1
 OJ1003  NAD 27      -  43 11 28.12900(N)    083 27 22.64000(W) AD(       ) 1
 OJ1003
 OJ1003.Superseded values are not recommended for survey control.
 OJ1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1003.See file dsdata.txt to determine how the superseded data were derived.
 OJ1003
 OJ1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0041484974(NAD 83)
 OJ1003_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1003_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1003
 OJ1003  HISTORY     - Date     Condition        Report By
 OJ1003  HISTORY     - 1943     MONUMENTED       CGS
 OJ1003  HISTORY     - 1980     GOOD             MIDH
 OJ1003  HISTORY     - 19970526 GOOD             USPSQD
 OJ1003
 OJ1003                          STATION DESCRIPTION
 OJ1003
 OJ1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1003'STATION IS LOCATED ON A HIGH BARE HILL OWNED BY MRS. JAMES M. BELL
 OJ1003'ABOUT 3-1/2 MILES NE OF OTISVILLE
 OJ1003'AND ABOUT 3 MILES NW OF COLUMBIAVILLE.  IT IS 194
 OJ1003'FEET W OF A LARGE STONE PILE,
 OJ1003'97 FEET N OF A SMALLER STONE PILE,
 OJ1003'AND 1.0 FOOT BELOW THE SURFACE OF THE GROUND.
 OJ1003'STAMPED BELL 1943.
 OJ1003'
 OJ1003'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1003'DISKS SET IN
 OJ1003'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1003'
 OJ1003'REFERENCE MARK 1 IS ON THE W SIDE OF THE LARGE STONE PILE
 OJ1003'AND 184.15 FEET E
 OJ1003'OF THE STATION.  STAMPED BELL NO 1 1943.
 OJ1003'
 OJ1003'REFERENCE MARK 2 IS ON THE E SIDE OF THE SMALL STONE PILE
 OJ1003'AND 87.41 FEET S
 OJ1003'OF THE STATION.  STAMPED BELL NO 2 1943.
 OJ1003'
 OJ1003'AZIMUTH MARK IS ABOUT 0.6 MILE NW OF THE STATION ON THE W
 OJ1003'SIDE OF
 OJ1003'COUNTY-LINE ROAD 0.25 MILE N OF FARRAND ROAD.  IT IS 1.6
 OJ1003'FEET S OF A REFERENCE
 OJ1003'POST, 7.0 FEET E OF A N-S WIRE FENCELINE
 OJ1003'AND 26.5 FEET W OF THE CENTER LINE OF
 OJ1003'THE ROAD.  STAMPED BELL
 OJ1003'1943.
 OJ1003'
 OJ1003'TO REACH FROM THE INTERSECTION OF WATER AND FIRST STREETS
 OJ1003'IN COLUMBIAVILLE,
 OJ1003'GO W ON WATER STREET FOR 0.1 MILE TO COLUMBIAVILLE
 OJ1003'ROAD, TURN RIGHT AND GO N, THEN
 OJ1003'CURVE W FOR 2.6 MILES TO
 OJ1003'COUNTY-LINE ROAD, TURN RIGHT AND GO N FOR 2.45
 OJ1003'MILES TO A BOARD
 OJ1003'GATE ON THE RIGHT,* TURN RIGHT AND GO UP HILL TO HIGHEST POINT
 OJ1003'AND STATION.
 OJ1003'
 OJ1003'*TO REACH AZIMUTH MARK FROM THIS POINT GO N 0.55 MILE TO
 OJ1003'AZIMUTH MARK ON
 OJ1003'THE LEFT.
 OJ1003'
 OJ1003'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 OJ1003
 OJ1003                          STATION RECOVERY (1980)
 OJ1003
 OJ1003'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1003'STATION AND RM 1 WERE FOUND IN GOOD CONDITION.  RM 2 IS
 OJ1003'DISTURBED.  DISTANCES AND DIRECTIONS WERE NOT CHECKED.  THE
 OJ1003'AZIMUTH WAS FOUND LYING IN DITCH, DISK HAD BEEN REMOVED.  THE TO REACH
 OJ1003'AND DESCRIPTION ARE ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND
 OJ1003'ADDITIONS.  THE STATION IS 202 FEET NORTH OF AN EAST WEST FENCE
 OJ1003'AND A 40 INCH OAK TREE.  A METAL WITNESS POST AND SIGN WERE PLACED
 OJ1003'100 FEET SOUTH OF STATION.  THE COUNTY LINE ROAD IN ORIGINAL
 OJ1003'DESCRIPTION IS NOW CALLED WASHBURN ROAD.  THE BOARD GATE MENTIONED IS
 OJ1003'NOW A PIPE TYPE GATE, AND IS KEPT LOCKED.  THE OWNER, TONY LEKI,
 OJ1003'LIVES 1000 FEET SOUTH OF GATE AND ON WEST SIDE OF ROAD.  HE HAS KEY
 OJ1003'TO GATE.  THE ROAD THRU GATE LEADS TO OIL WELL SITE.  THE STATION IS
 OJ1003'SOUTH OF WELL SITE ON HIGHEST POINT OF HILL.
 OJ1003'
 OJ1003'THE STATION WAS FOUND BURIED 1 FOOT BELOW GROUND SURFACE.
 OJ1003
 OJ1003                          STATION RECOVERY (1997)
 OJ1003
 OJ1003'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1310 ***********************************************************************
 NE1310  DESIGNATION -  BELL DCS 1960
 NE1310  PID         -  NE1310
 NE1310  STATE/COUNTY-  MI/WAYNE
 NE1310  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1310
 NE1310                         *CURRENT SURVEY CONTROL
 NE1310  ___________________________________________________________________
 NE1310* NAD 83(1994)-  42 24 09.30866(N)    083 06 50.31830(W)     ADJUSTED  
 NE1310* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 NE1310  ___________________________________________________________________
 NE1310  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 NE1310  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NE1310
 NE1310  HORZ ORDER  -  SECOND
 NE1310
 NE1310.The horizontal coordinates were established by classical geodetic methods
 NE1310.and adjusted by the National Geodetic Survey in February 1997..
 NE1310
 NE1310.The orthometric height was scaled from a topographic map.
 NE1310
 NE1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1310
 NE1310.The geoid height was determined by GEOID03.
 NE1310
 NE1310;                    North         East     Units Scale Factor Converg.
 NE1310;SPC MI S     -   101,024.352 4,103,119.738   MT  0.99994210   +0 51 09.0
 NE1310;SPC MI S     -   331,444.72 13,461,678.93   iFT  0.99994210   +0 51 09.0
 NE1310;UTM  17      - 4,696,641.157   326,029.645   MT  0.99997239   -1 25 33.2
 NE1310
 NE1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1310!SPC MI S     -   0.99997483  x   0.99994210  =   0.99991693
 NE1310!UTM  17      -   0.99997483  x   0.99997239  =   0.99994722
 NE1310
 NE1310:                Primary Azimuth Mark                     Grid Az
 NE1310:SPC MI S     -  NORTHWEST GAS DCS 1932                   256 46 44.1
 NE1310:UTM  17      -  NORTHWEST GAS DCS 1932                   259 03 26.3
 NE1310
 NE1310|---------------------------------------------------------------------|
 NE1310| PID    Reference Object                     Distance      Geod. Az  |
 NE1310|                                                           dddmmss.s |
 NE1310| NE1376 NORTHWEST GAS DCS 1932              APPROX. 5.2 KM 2573753.1 |
 NE1310|---------------------------------------------------------------------|
 NE1310
 NE1310                          SUPERSEDED SURVEY CONTROL
 NE1310
 NE1310  NAD 83(1986)-  42 24 09.31538(N)    083 06 50.34886(W) AD(       ) 2
 NE1310  NAD 27      -  42 24 09.18316(N)    083 06 50.62044(W) AD(       ) 2
 NE1310
 NE1310.Superseded values are not recommended for survey control.
 NE1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1310.See file dsdata.txt to determine how the superseded data were derived.
 NE1310
 NE1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2603096641(NAD 83)
 NE1310_MARKER: 42 = RADIO/TV MAST
 NE1310
 NE1310  HISTORY     - Date     Condition        Report By
 NE1310  HISTORY     - 1960     FIRST OBSERVED   CGS
 NE1310  HISTORY     - 1977     GOOD             NGS
 NE1310  HISTORY     - 1984     GOOD             USPSQD
 NE1310  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1310  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE1310  HISTORY     - 19990925 GOOD             USPSQD
 NE1310
 NE1310                          STATION DESCRIPTION
 NE1310
 NE1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE1310'STATION IS THE RADIO MAST ON TOP OF THE MICHIGAN BELL TELEPHONE BLDG.
 NE1310'
 NE1310'SOUTH ECC. DESTROYED.  COVERED BY SIGN 1963.
 NE1310
 NE1310                          STATION RECOVERY (1977)
 NE1310
 NE1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1310'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE FLAGPOLE IS NO
 NE1310'LONGER IN USE AND THE POLE IS USED AS AN ANTENNA.  THE BUILDING IS
 NE1310'LOCATED AT THE NE CORNER OF OAKMAN BOULEVARD AND WOODROW WILSON
 NE1310'STREET, IN THE HIGHLAND PARK SECTION OF DETROIT.  THE ANTENNA IS
 NE1310'235 FEET HIGH AND MOUNTED IN THE CENTER AND TOP OF THE BUILDING.
 NE1310'
 NE1310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT HIGHLAND PARK.
 NE1310
 NE1310                          STATION RECOVERY (1984)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1984 (NMF)
 NE1310'THE RADIO MAST WAS CHECKED ON 9-13-84 AND FOUND TO BE AS DISCRIBED.
 NE1310
 NE1310                          STATION RECOVERY (1988)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1310'MARK NOT FOUND.
 NE1310
 NE1310                          STATION RECOVERY (1989)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1310'MARK NOT FOUND.
 NE1310
 NE1310                          STATION RECOVERY (1999)
 NE1310
 NE1310'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0582 ***********************************************************************
 RK0582  DESIGNATION -  BELL TEL CO KQE 88 W MICROWAVE
 RK0582  PID         -  RK0582
 RK0582  STATE/COUNTY-  MI/MARQUETTE
 RK0582  USGS QUAD   -  NEGAUNEE (1975)
 RK0582
 RK0582                         *CURRENT SURVEY CONTROL
 RK0582  ___________________________________________________________________
 RK0582* NAD 83(1994)-  46 34 13.59610(N)    087 33 57.06524(W)     ADJUSTED  
 RK0582* NAVD 88     -                                                        
 RK0582  ___________________________________________________________________
 RK0582  LAPLACE CORR-          -9.22  (seconds)                    DEFLEC99
 RK0582  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 RK0582
 RK0582  HORZ ORDER  -  THIRD
 RK0582
 RK0582.The horizontal coordinates were established by classical geodetic methods
 RK0582.and adjusted by the National Geodetic Survey in February 1997..
 RK0582
 RK0582
 RK0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0582
 RK0582.The geoid height was determined by GEOID03.
 RK0582
 RK0582;                    North         East     Units Scale Factor Converg.
 RK0582;SPC MI N     -   198,782.925 7,956,623.951   MT  0.99991520   -0 24 32.4
 RK0582;SPC MI N     -   652,174.95 26,104,409.29   iFT  0.99991520   -0 24 32.4
 RK0582;UTM  16      - 5,157,586.342   456,637.294   MT  0.99962311   -0 24 39.4
 RK0582
 RK0582                          SUPERSEDED SURVEY CONTROL
 RK0582
 RK0582  NAD 83(1986)-  46 34 13.58989(N)    087 33 57.06119(W) AD(       ) 4
 RK0582  NAD 27      -  46 34 13.83200(N)    087 33 56.55900(W) AD(       ) 3
 RK0582
 RK0582.Superseded values are not recommended for survey control.
 RK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0582.See file dsdata.txt to determine how the superseded data were derived.
 RK0582
 RK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5663757586(NAD 83)
 RK0582_MARKER: 44 = MICROWAVE MAST
 RK0582
 RK0582  HISTORY     - Date     Condition        Report By
 RK0582  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0582  HISTORY     - 1965     GOOD             CGS
 RK0582  HISTORY     - 1969     GOOD             CGS
 RK0582  HISTORY     - 1976     GOOD             NGS
 RK0582  HISTORY     - 1980     GOOD             NGS
 RK0582
 RK0582                          STATION DESCRIPTION
 RK0582
 RK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0582'THE STATION IS THE RED FLASHING LIGHT ATOP THE WEST ONE OF TWO 200
 RK0582'FOOT MASTS LOCATED ON A WOODED RIDGE ABOUT NINE MILES NORTHWEST OF
 RK0582'MARQUETTE, 8 MILES NORTHEAST OF ISHPEMING AND 0.25 MILE EAST OF
 RK0582'MARQUETTE COUNTY HIGHWAY 510.
 RK0582
 RK0582                          STATION RECOVERY (1965)
 RK0582
 RK0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 RK0582'THE STATION WAS RECOVERED IN GOOD CONDITION.  BELL TELEPHONE COMPANY
 RK0582'AUTHORITIES STATE NO CHANGE WAS MADE IN THE POSITION OF THE TOWERS,
 RK0582'BUT THEIR HEIGHT HAD BEEN INCREASED ABOUT 75 FEET SINCE 1955.  THE
 RK0582'DESCRIPTION OF THE STATION IS ADEQUATE EXCEPT THAT THE STATION IS
 RK0582'THE OBSTRUCTION LIGHT ON THE SOUTH RATHER THAN THE WEST ONE OF TWO
 RK0582'MICROWAVE MASTS.
 RK0582
 RK0582                          STATION RECOVERY (1969)
 RK0582
 RK0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 RK0582'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RK0582'
 RK0582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NINE MILES
 RK0582'NORTHWEST OF MARQUETTE.
 RK0582
 RK0582                          STATION RECOVERY (1976)
 RK0582
 RK0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TGR)
 RK0582'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RK0582'
 RK0582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI NE OF
 RK0582'ISHPEMING.
 RK0582
 RK0582                          STATION RECOVERY (1980)
 RK0582
 RK0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 RK0582'THE STATION WAS RECOVERED IN GOOD CONDITION.
 RK0582'
 RK0582'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHEAST
 RK0582'OF ISHPEMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1107 ***********************************************************************
 NE1107  DESIGNATION -  BELLE ISLE WM LIVINGSTON LTHSE
 NE1107  PID         -  NE1107
 NE1107  STATE/COUNTY-  MI/WAYNE
 NE1107  USGS QUAD   -  BELLE ISLE (1980)
 NE1107
 NE1107                         *CURRENT SURVEY CONTROL
 NE1107  ___________________________________________________________________
 NE1107* NAD 83(1994)-  42 20 49.26549(N)    082 57 15.47911(W)     ADJUSTED  
 NE1107* NAVD 88     -                                                        
 NE1107  ___________________________________________________________________
 NE1107  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NE1107  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE1107
 NE1107  HORZ ORDER  -  THIRD
 NE1107
 NE1107.The horizontal coordinates were established by classical geodetic methods
 NE1107.and adjusted by the National Geodetic Survey in February 1997..
 NE1107
 NE1107
 NE1107.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1107
 NE1107.The geoid height was determined by GEOID03.
 NE1107
 NE1107;                    North         East     Units Scale Factor Converg.
 NE1107;SPC MI S     -    95,061.115 4,116,366.556   MT  0.99995067   +0 57 40.2
 NE1107;SPC MI S     -   311,880.30 13,505,139.62   iFT  0.99995067   +0 57 40.2
 NE1107;UTM  17      - 4,690,156.076   339,028.940   MT  0.99991882   -1 19 00.2
 NE1107
 NE1107                          SUPERSEDED SURVEY CONTROL
 NE1107
 NE1107  NAD 83(1986)-  42 20 49.27298(N)    082 57 15.51224(W) AD(       ) 4
 NE1107  NAD 27      -  42 20 49.13281(N)    082 57 15.80773(W) AD(       ) 3
 NE1107
 NE1107.Superseded values are not recommended for survey control.
 NE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1107.See file dsdata.txt to determine how the superseded data were derived.
 NE1107
 NE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3902990156(NAD 83)
 NE1107
 NE1107  HISTORY     - Date     Condition        Report By
 NE1107  HISTORY     - UNK      MONUMENTED
 NE1107  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1107
 NE1107                          STATION DESCRIPTION
 NE1107
 NE1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1107'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1413 ***********************************************************************
 NF1413  DESIGNATION -  BELLEVUE GRAND TRUNK MICROWAVE
 NF1413  PID         -  NF1413
 NF1413  STATE/COUNTY-  MI/EATON
 NF1413  USGS QUAD   -  OLIVET (1980)
 NF1413
 NF1413                         *CURRENT SURVEY CONTROL
 NF1413  ___________________________________________________________________
 NF1413* NAD 83(1994)-  42 29 00.68245(N)    084 56 00.40593(W)     ADJUSTED  
 NF1413* NAVD 88     -                                                        
 NF1413  ___________________________________________________________________
 NF1413  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 NF1413  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1413
 NF1413  HORZ ORDER  -  THIRD
 NF1413
 NF1413.The horizontal coordinates were established by classical geodetic methods
 NF1413.and adjusted by the National Geodetic Survey in February 1997..
 NF1413
 NF1413
 NF1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1413
 NF1413.The geoid height was determined by GEOID03.
 NF1413
 NF1413;                    North         East     Units Scale Factor Converg.
 NF1413;SPC MI S     -   109,404.118 3,953,402.615   MT  0.99993129   -0 23 08.6
 NF1413;SPC MI S     -   358,937.40 12,970,481.02   iFT  0.99993129   -0 23 08.6
 NF1413;UTM  16      - 4,705,532.687   669,848.614   MT  0.99995495   +1 23 45.7
 NF1413
 NF1413                          SUPERSEDED SURVEY CONTROL
 NF1413
 NF1413  NAD 83(1986)-  42 29 00.68082(N)    084 56 00.42316(W) AD(       ) 4
 NF1413  NAD 27      -  42 29 00.54491(N)    084 56 00.45909(W) AD(       ) 3
 NF1413
 NF1413.Superseded values are not recommended for survey control.
 NF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1413.See file dsdata.txt to determine how the superseded data were derived.
 NF1413
 NF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6984905533(NAD 83)
 NF1413_MARKER: 45 = MICROWAVE TOWER
 NF1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1413+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2005
 NF1413
 NF1413  HISTORY     - Date     Condition        Report By
 NF1413  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1413  HISTORY     - 20011128 GOOD             NGS
 NF1413  HISTORY     - 20050211 GOOD             GEOCAC
 NF1413
 NF1413                          STATION DESCRIPTION
 NF1413
 NF1413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1413'THE STATION IS THE LIGHT TOP NOT CENTERED OF THE BELLEVUE GRAND
 NF1413'TRUNK RADIO COMMUNICATIONS INCORPORATED MICROWAVE TOWER WAA 742.
 NF1413'IT IS A 3 LEGGED SKELETON STEEL TOWER WITH (2) TWO DISK SHAPED
 NF1413'ANTENNAS ATTACHED, PAINTED ALTERNATELY RED AND WHITE, AND IS
 NF1413'APPROXIMATELY 240 FEET HIGH, OWNED BY BELLEVUE GRAND TRUNK RADIO
 NF1413'COMMUNICATIONS INCORPORATED.
 NF1413'
 NF1413'LOCATED 5.0 MILES NORTHEAST OF BELLEVUE, 0.1 MILE EAST OF AINGER
 NF1413'ROAD AND 65 FEET SOUTHEAST OF THE RAILROAD TRACKS.
 NF1413
 NF1413                          STATION RECOVERY (2001)
 NF1413
 NF1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1413'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1413
 NF1413                          STATION RECOVERY (2005)
 NF1413
 NF1413'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF1413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8076 ***********************************************************************
 AA8076  CBN         -  This is a Cooperative Base Network Control Station.
 AA8076  DESIGNATION -  BELTLINE
 AA8076  PID         -  AA8076
 AA8076  STATE/COUNTY-  MI/KENT
 AA8076  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 AA8076
 AA8076                         *CURRENT SURVEY CONTROL
 AA8076  ___________________________________________________________________
 AA8076* NAD 83(1994)-  42 58 17.85779(N)    085 35 22.17145(W)     ADJUSTED  
 AA8076* NAVD 88     -       249.9    (meters)     820.     (feet)  GPS OBS   
 AA8076  ___________________________________________________________________
 AA8076  X           -     359,459.456 (meters)                     COMP
 AA8076  Y           -  -4,660,418.662 (meters)                     COMP
 AA8076  Z           -   4,325,343.473 (meters)                     COMP
 AA8076  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA8076  ELLIP HEIGHT-         216.36  (meters)          (07/12/02) GPS OBS
 AA8076  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AA8076
 AA8076  HORZ ORDER  -  B
 AA8076  ELLP ORDER  -  FOURTH    CLASS II
 AA8076
 AA8076.The horizontal coordinates were established by GPS observations
 AA8076.and adjusted by the National Geodetic Survey in September 1995..
 AA8076
 AA8076.The orthometric height was determined by GPS observations and a
 AA8076.high-resolution geoid model.
 AA8076
 AA8076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8076
 AA8076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8076
 AA8076.The ellipsoidal height was determined by GPS observations
 AA8076.and is referenced to NAD 83.
 AA8076
 AA8076.The geoid height was determined by GEOID03.
 AA8076
 AA8076;                    North         East     Units Scale Factor Converg.
 AA8076;SPC MI S     -   164,189.193 3,900,256.449   MT  0.99990802   -0 49 55.8
 AA8076;SPC MI S     -   538,678.45 12,796,116.96   iFT  0.99990802   -0 49 55.8
 AA8076;UTM  16      - 4,758,629.214   615,021.905   MT  0.99976276   +0 57 41.6
 AA8076
 AA8076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8076!SPC MI S     -   0.99996607  x   0.99990802  =   0.99987409
 AA8076!UTM  16      -   0.99996607  x   0.99976276  =   0.99972884
 AA8076
 AA8076                          SUPERSEDED SURVEY CONTROL
 AA8076
 AA8076  ELLIP H (09/20/95)  216.38   (m)                       GP(       ) 1 2
 AA8076
 AA8076.Superseded values are not recommended for survey control.
 AA8076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8076.See file dsdata.txt to determine how the superseded data were derived.
 AA8076
 AA8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1502258629(NAD 83)
 AA8076_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8076_STAMPING: BELTLINE 1994
 AA8076_MARK LOGO: NGS   
 AA8076_PROJECTION: FLUSH
 AA8076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8076+STABILITY: SURFACE MOTION
 AA8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8076+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 AA8076
 AA8076  HISTORY     - Date     Condition        Report By
 AA8076  HISTORY     - 1994     MONUMENTED       NGS
 AA8076  HISTORY     - 19980707 GOOD             WADTRI
 AA8076  HISTORY     - 20031004 GOOD             JCLS
 AA8076  HISTORY     - 20050501 GOOD             JCLS
 AA8076  HISTORY     - 20050501 GOOD             JCLS
 AA8076  HISTORY     - 20051107 MARK NOT FOUND   MIDT
 AA8076
 AA8076                          STATION DESCRIPTION
 AA8076
 AA8076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8076'STATION IS LOCATED ABOUT 4 MI (6.4 KM) EASTERLY ALONG INTERSTATE
 AA8076'HIGHWAYS 196 AND 96 FROM DOWNTOWN GRAND RAPIDS, AT THE INTERSECTION OF
 AA8076'STATE HIGHWAY 37 (EAST BELTLINE AVENUE AND THE ON-RAMP OF INTERSTATE
 AA8076'HIGHWAY 96 EASTBOUND WHICH IS NEXT TO THE OFF-RAMP OF I-96 EAST BOUND.
 AA8076'IN SOUTHWEST 1/4 OF SECTION 23, T7N, R11W, GRAND RAPIDS TOWNSHIP.  TO
 AA8076'REACH FROM INTERSECTION OF I-96 AND EAST BELTLINE AVENUE (EXIT 38)
 AA8076'FROM THE OFF-RAMP OF I-96 GOING WESTERLY, TRAVEL SOUTH 0.25 MILES
 AA8076'(0.40 KM) TO THE INTERSECTION OF THE ON-RAMP OF I-96 EASTBOUND WHICH
 AA8076'IS NEXT TO THE OFF-RAMP OF I-96 EASTBOUND, TURN LEFT, GOING EAST ON
 AA8076'DRIVEWAY FOR ABOUT 300 FEET (91.4 M) TO A MICHIGAN DEPARTMENT OF
 AA8076'TRANSPORTATION CAR POOL PARKING LOT AND THE STATION ON THE LEFT.
 AA8076'STATION IS 295 FT (89.9 M) EAST FROM EAST EDGE OF EAST BELTLINE
 AA8076'AVENUE, 22 FT (6.7 M) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF
 AA8076'PARKING LOT FOR CAR POOL PARKING, AND 4 FT (1.2 M) NORTHWEST FROM THE
 AA8076'MOST WESTERLY FENCE POST OF A FENCE LINE.
 AA8076
 AA8076                          STATION RECOVERY (1998)
 AA8076
 AA8076'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 AA8076'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) EASTERLY ALONG INTERSTATE
 AA8076'HIGHWAYS 196 AND 96 FROM DOWNTOWN GRAND RAPIDS, AT THE INTERSECTION OF
 AA8076'STATE HIGHWAY 37 (EAST BELTLINE AVE.  AND THE ON-RAMP OF INTERSTATE
 AA8076'HIGHWAY 96 EASTBOUND WHICH IS NEXT TO THE OFF-RAMP OF I-96 EAST
 AA8076'BOUND.) IT IS IN THE SOUTHWEST 1/4 OF SECTION 23, T7N, R11W, GRAND
 AA8076'RAPIDS TWP.  TO REACH FROM INTERSECTION OF I-96 AND EAST BELTLINE
 AA8076'AVENUE (EXIT 38) FROM THE OFF-RAMP OF I-96 GOING WESTERLY, TRAVEL
 AA8076'SOUTH 0.25 MILES (0.40 KM) TO THE INTERSECTION OF THE ON-RAMP OF I-96
 AA8076'EASTBOUND WHICH IS NEXT TO THE OFF-RAMP OF I-96 EASTBOUND, TURN LEFT,
 AA8076'GOING EAST ON DRIVEWAY FOR ABOUT 300 FEET (91.4 M) TO A MICHIGAN
 AA8076'DEPARTMENT OF TRANSPORTATION CAR POOL PARKING LOT AND THE STATION ON
 AA8076'THE LEFT.  STATION IS 295 FT (89.9 M) EAST FROM EAST EDGE OF EASR
 AA8076'BELTLINE AVE., 22 FT (6.7 M) NORTH-NORTWEST FROM THE NORTHWEST CORNER
 AA8076'OF PARKING LOT FOR CAR POOL PARKING, AND 4 FT (1.2 M) NORTHWEST FROM
 AA8076'THE MOST WESTERLY FENCE POST OF A FENCE LINE.
 AA8076
 AA8076                          STATION RECOVERY (2003)
 AA8076
 AA8076'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA8076'RECOVERED IN GOOD CONDITION.
 AA8076
 AA8076                          STATION RECOVERY (2005)
 AA8076
 AA8076'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 AA8076'RECOVERED IN GOOD CONDITION.
 AA8076
 AA8076                          STATION RECOVERY (2005)
 AA8076
 AA8076'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AA8076'RECOVERED IN GOOD CONDITION.
 AA8076
 AA8076                          STATION RECOVERY (2005)
 AA8076
 AA8076'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (RCZ)
 AA8076'MARK WAS DESTROYED.
 AA8076'THIS STATION WAS IN A CUT SECTION OF A NEW DEVELOPMENT AND DESTROYED
 AA8076'BY CONSTRUCTION.
 AA8076' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0729 ***********************************************************************
 NG0729  DESIGNATION -  BELVEDERE FARM GRAY WATER TANK
 NG0729  PID         -  NG0729
 NG0729  STATE/COUNTY-  MI/ALLEGAN
 NG0729  USGS QUAD   -  SAUGATUCK (1981)
 NG0729
 NG0729                         *CURRENT SURVEY CONTROL
 NG0729  ___________________________________________________________________
 NG0729* NAD 83(1994)-  42 41 12.01093(N)    086 09 56.87312(W)     ADJUSTED  
 NG0729* NAVD 88     -                                                        
 NG0729  ___________________________________________________________________
 NG0729  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 NG0729  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0729
 NG0729  HORZ ORDER  -  THIRD
 NG0729
 NG0729.The horizontal coordinates were established by classical geodetic methods
 NG0729.and adjusted by the National Geodetic Survey in February 1997..
 NG0729
 NG0729
 NG0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0729
 NG0729.The geoid height was determined by GEOID03.
 NG0729
 NG0729;                    North         East     Units Scale Factor Converg.
 NG0729;SPC MI S     -   133,387.185 3,852,577.926   MT  0.99991284   -1 13 27.7
 NG0729;SPC MI S     -   437,622.00 12,639,691.36   iFT  0.99991284   -1 13 27.7
 NG0729;UTM  16      - 4,726,358.263   568,339.096   MT  0.99965746   +0 33 56.2
 NG0729
 NG0729                          SUPERSEDED SURVEY CONTROL
 NG0729
 NG0729  NAD 83(1986)-  42 41 12.01085(N)    086 09 56.88437(W) AD(       ) 4
 NG0729  NAD 27      -  42 41 11.92700(N)    086 09 56.74400(W) AD(       ) 3
 NG0729
 NG0729.Superseded values are not recommended for survey control.
 NG0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0729.See file dsdata.txt to determine how the superseded data were derived.
 NG0729
 NG0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6833926358(NAD 83)
 NG0729_MARKER: 51 = TANK
 NG0729
 NG0729  HISTORY     - Date     Condition        Report By
 NG0729  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0729  HISTORY     - 1965     GOOD             USLS
 NG0729  HISTORY     - 20010808 GOOD             NGS
 NG0729
 NG0729                          STATION DESCRIPTION
 NG0729
 NG0729'DESCRIBED BY US LAKE SURVEY 1965
 NG0729'STATION RECOERED
 NG0729
 NG0729                          STATION RECOVERY (2001)
 NG0729
 NG0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0580 ***********************************************************************
 OL0580  DESIGNATION -  BENONA
 OL0580  PID         -  OL0580
 OL0580  STATE/COUNTY-  MI/OCEANA
 OL0580  USGS QUAD   -  
 OL0580
 OL0580                         *CURRENT SURVEY CONTROL
 OL0580  ___________________________________________________________________
 OL0580* NAD 83(1994)-  43 38 36.47116(N)    086 30 13.50778(W)     ADJUSTED  
 OL0580* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 OL0580  ___________________________________________________________________
 OL0580  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 OL0580  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OL0580
 OL0580  HORZ ORDER  -  FIRST
 OL0580
 OL0580.The horizontal coordinates were established by classical geodetic methods
 OL0580.and adjusted by the National Geodetic Survey in February 1997..
 OL0580
 OL0580.The orthometric height was scaled from a topographic map.
 OL0580
 OL0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0580
 OL0580.The geoid height was determined by GEOID03.
 OL0580
 OL0580;                    North         East     Units Scale Factor Converg.
 OL0580;SPC MI S     -   240,288.877 3,827,588.866   MT  0.99999454   -1 27 15.7
 OL0580;SPC MI S     -   788,349.33 12,557,706.25   iFT  0.99999454   -1 27 15.7
 OL0580;UTM  16      - 4,832,394.062   540,023.730   MT  0.99961970   +0 20 33.0
 OL0580
 OL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0580!SPC MI S     -   0.99996032  x   0.99999454  =   0.99995486
 OL0580!UTM  16      -   0.99996032  x   0.99961970  =   0.99958004
 OL0580
 OL0580:                Primary Azimuth Mark                     Grid Az
 OL0580:SPC MI S     -  PENTWATER                                021 06 39.8
 OL0580:UTM  16      -  PENTWATER                                019 18 51.1
 OL0580
 OL0580|---------------------------------------------------------------------|
 OL0580| PID    Reference Object                     Distance      Geod. Az  |
 OL0580|                                                           dddmmss.s |
 OL0580| OL0524 PENTWATER                           APPROX.15.4 KM 0193924.1 |
 OL0580| CH0804 BENONA RM 1                          32.885 METERS 07450     |
 OL0580| CH0805 BENONA RM 2                          21.351 METERS 15929     |
 OL0580| OL0581 LITTLE SABLE LIGHTHOUSE             APPROX. 3.0 KM 2865647.4 |
 OL0580|---------------------------------------------------------------------|
 OL0580
 OL0580                          SUPERSEDED SURVEY CONTROL
 OL0580
 OL0580  NAD 83(1986)-  43 38 36.47507(N)    086 30 13.51655(W) AD(       ) 1
 OL0580  NAD 27      -  43 38 36.45315(N)    086 30 13.22750(W) AD(       ) 1
 OL0580
 OL0580.Superseded values are not recommended for survey control.
 OL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0580.See file dsdata.txt to determine how the superseded data were derived.
 OL0580
 OL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4002432394(NAD 83)
 OL0580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0580_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0580+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0580
 OL0580  HISTORY     - Date     Condition        Report By
 OL0580  HISTORY     - 1932     MONUMENTED       CGS
 OL0580  HISTORY     - 1955     SEE DESCRIPTION  AMS
 OL0580  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0580  HISTORY     - 1980     GOOD             MIDH
 OL0580  HISTORY     - 19940820 GOOD             USPSQD
 OL0580  HISTORY     - 20010928 GOOD             USPSQD
 OL0580  HISTORY     - 20051014 GOOD             USPSQD
 OL0580
 OL0580                          STATION DESCRIPTION
 OL0580
 OL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0580'ABOUT 7 MILES NORTHWEST OF
 OL0580'SHELBY, 0.5 MILE
 OL0580'EAST OF LITTLE SABLE LIGHTHOUSE, IN NE 1/4 SEC. 6, T. 14 N., R. 18
 OL0580'W., BENONA TOWNSHIP, 0.3 MILE WEST
 OL0580'OF FARMHOUSE OF F.E. LITTLE, 175 FEET WEST OF
 OL0580'EAST EDGE OF WOODS, AND ON HIGHEST POINT OF
 OL0580'RIDGE.  TO REACH FROM SHELBY, FOLLOW
 OL0580'LITTLE SABLE ROAD WEST 6.7 MILES FROM STANDARD OIL STATION TO
 OL0580'ROAD LEADING NORTH, TURN RIGHT
 OL0580'AT WHITE BUNGALOW WITH TAR-PAPER ROOF IN SOUTHWEST CORNER OF
 OL0580'INTERSECTION, CONTINUE NORTH 2.25
 OL0580'MILES TO F. E. LITTLES HOUSE ON WEST SIDE OF ROAD,
 OL0580'FOLLOW LANE PAST BARNS WEST TO
 OL0580'PASTURE, PROCEED WEST ALONG SUMMIT OF RIDGE TO EDGE
 OL0580'OF WOODS, AND CONTINUE 175 FEET INTO WOODS TO
 OL0580'STATION SITE.  SURFACE AND UNDERGROUND
 OL0580'MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1A AND 7A.
 OL0580'UPPER MARK
 OL0580'PROJECTS 6 INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 OL0580'CONCRETE, NOTE 11A.  NO. 1
 OL0580'PROJECTS 6 INCHES, AND IS ON RIDGE, AND 107.89 FEET FROM
 OL0580'STATION IN AZIMUTH 254 DEG 50 MIN.
 OL0580'NO. 2 PROJECTS 7 INCHES, AND IS IN WOODS NORTH OF
 OL0580'STATION, AND 70.05 FEET FROM STATION IN AZIMUTH 339
 OL0580'DEG 30 MIN.
 OL0580
 OL0580                          STATION RECOVERY (1955)
 OL0580
 OL0580'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1955
 OL0580'STATION FOUND IN GOOD CONDITION.
 OL0580
 OL0580                          STATION RECOVERY (1965)
 OL0580
 OL0580'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0580'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OL0580'
 OL0580'THE STATION IS 18.7 SSE OF BLAZED 9 INCH OAK TREE, 15.8 W OF BLAZED
 OL0580'6 INCH POPLAR
 OL0580'TREE, 12.4 FEET NNE OF 8 INCH BLAZED OAK TREE, SURFACE MARK BEING A
 OL0580'STANDARD BRONZE DISC SET IN TOP
 OL0580'OF 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE
 OL0580'GROUND SURFACE, SUB-SURFACE MARK BEING A STANDARD
 OL0580'BRONZE DISC SET IN TOP
 OL0580'OF CONCRETE BLOCK 3 FEET BELOW THE GROUND.  TO REACH FROM SHELBY
 OL0580'FOLLOW LITTLE SABLE
 OL0580'ROAD (BLACK TOP) WEST 6.75 MILES TO GRAVEL COUNTY ROAD, GO
 OL0580'NORTH 2.35 MILES ON GRAVEL ROAD
 OL0580'TO END OF ROAD TRAVEL AND W. CLARK HOUSE
 OL0580'ON WEST SIDE OF ROAD, PROCEED WEST ALONG SUMMIT OF
 OL0580'RIDGE TO EDGE OF WOOD
 OL0580'CONTINUE WEST ABOUT 175 FEET INTO WOODS AND VICINITY OF STATION,
 OL0580'APPROX. 1/4 MILE DUE WEST
 OL0580'OF BARN.  IN NE SEC. 6, T. 14 N., R. 18W., BENONA TOWNSHIP.
 OL0580'
 OL0580'REFERENCE MARK NO 1 IS 107.9 FEET NORTHEAST OF STATION, 10.6 FEET
 OL0580'NORTH OF BLAZED 8 INCH
 OL0580'OAK TREE, 9.4 FEET SOUTH OF BLAZED 9 INCH OAK TREE, 3 FEET SUTHWEST
 OL0580'OF BLAZED 10 INCH OAK TREE,
 OL0580'BEING A STANDARD BRONZE DISC SET IN
 OL0580'TOP OF 10 INCH SQUARE CONCRETE MONUMENT 3
 OL0580'INCHES ABOVE GROUND SURFACE.
 OL0580'
 OL0580'REFERENCE MARK NO 2 IS 70 FEET SOUTH OF STATION, 16.8 FEET SOUTHWEST
 OL0580'OF BLAZED 7 INCH
 OL0580'WHITE OAK TREE, 12.2 FEET NORTH OF BLAZED 12 INCH OAK TREE, 8 FEET
 OL0580'SOUTH OF A BLAZED 6 INCH OAK
 OL0580'TREE, BEING A STANDARD BRONZE DISC SET IN
 OL0580'TOP 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 OL0580'GROUND SURFACE.
 OL0580'
 OL0580'REFERENCE MARK NO 3 IS 167 FEET (SLOPE) EAST SOUTHEAST OF THE
 OL0580'STATION, 21 FEET
 OL0580'SOUTH SOUTHEAST OF A BLAZED 12 INCH OAK TREE, 15 FEET SOUTHEAST OF
 OL0580'BLAZED 15 INCHES OAK TREE,
 OL0580'ONE FOOT WEST OF NORTH-SOUTH FENCE LINE, BEING A
 OL0580'STANDARD BRONZE DISC SET IN TOP 6 INCHES
 OL0580'DIAMETER CONCRETE MONUMENT 3 INCHES
 OL0580'ABOVE GROUND SURFACE.
 OL0580
 OL0580                          STATION RECOVERY (1980)
 OL0580
 OL0580'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0580'THE STATION AND ALL REFERENCE MARKS WERE FOUND AND IN GOOD CONDITION
 OL0580'AS DESCRIBED.  THE STATION AND ALL THE MARKS ARE NOW IN A HEAVY
 OL0580'WOODED AREA.
 OL0580
 OL0580                          STATION RECOVERY (1994)
 OL0580
 OL0580'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0580'RECOVERED IN GOOD CONDITION.
 OL0580
 OL0580                          STATION RECOVERY (2001)
 OL0580
 OL0580'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0580'RECOVERED IN GOOD CONDITION.
 OL0580
 OL0580                          STATION RECOVERY (2005)
 OL0580
 OL0580'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0752 ***********************************************************************
 NG0752  DESIGNATION -  BENTON HARBOR B VAWTER CO STK
 NG0752  PID         -  NG0752
 NG0752  STATE/COUNTY-  MI/BERRIEN
 NG0752  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0752
 NG0752                         *CURRENT SURVEY CONTROL
 NG0752  ___________________________________________________________________
 NG0752* NAD 83(1994)-  42 07 37.29532(N)    086 27 15.60964(W)     ADJUSTED  
 NG0752* NAVD 88     -                                                        
 NG0752  ___________________________________________________________________
 NG0752  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 NG0752  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NG0752
 NG0752  HORZ ORDER  -  THIRD
 NG0752
 NG0752.The horizontal coordinates were established by classical geodetic methods
 NG0752.and adjusted by the National Geodetic Survey in February 1997..
 NG0752
 NG0752
 NG0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0752
 NG0752.The geoid height was determined by GEOID03.
 NG0752
 NG0752;                    North         East     Units Scale Factor Converg.
 NG0752;SPC MI S     -    71,789.589 3,827,398.203   MT  0.99999371   -1 25 14.6
 NG0752;SPC MI S     -   235,530.15 12,557,080.72   iFT  0.99999371   -1 25 14.6
 NG0752;UTM  16      - 4,664,024.045   545,100.676   MT  0.99962503   +0 21 57.7
 NG0752
 NG0752                          SUPERSEDED SURVEY CONTROL
 NG0752
 NG0752  NAD 83(1986)-  42 07 37.29305(N)    086 27 15.62251(W) AD(       ) 4
 NG0752  NAD 27      -  42 07 37.15500(N)    086 27 15.54100(W) AD(       ) 3
 NG0752
 NG0752.Superseded values are not recommended for survey control.
 NG0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0752.See file dsdata.txt to determine how the superseded data were derived.
 NG0752
 NG0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4510164024(NAD 83)
 NG0752_MARKER: 63 = STACK
 NG0752
 NG0752  HISTORY     - Date     Condition        Report By
 NG0752  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0752  HISTORY     - 1964     GOOD             CGS
 NG0752  HISTORY     - 1969     GOOD             CGS
 NG0752  HISTORY     - 1978     GOOD             NGS
 NG0752
 NG0752                          STATION DESCRIPTION
 NG0752
 NG0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0752'THE STACK WAS RECOVERED IN GOOD CONDITION.
 NG0752'THE STACK IS
 NG0752'LOCATED ON THE PROPERTY OF SPERRY RAND CORP, AT THE INTERSECTION
 NG0752'OF NORTH SHORE RD. AND HIGMAN
 NG0752'PARK RD., JUST NORTH OF BENTON HARBOR
 NG0752'CITY LIMIT.
 NG0752
 NG0752                          STATION RECOVERY (1969)
 NG0752
 NG0752'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 NG0752'THE STATION WAS RECOVERED AS DESCRIBED.
 NG0752'
 NG0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BENTON HARBOR.
 NG0752
 NG0752                          STATION RECOVERY (1978)
 NG0752
 NG0752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 NG0752'STACK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0752'
 NG0752'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTH OF BENTON
 NG0752'HARBOR CITY LIMIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0749 ***********************************************************************
 NG0749  DESIGNATION -  BENTON HARBOR HIGH SCHOOL STK
 NG0749  PID         -  NG0749
 NG0749  STATE/COUNTY-  MI/BERRIEN
 NG0749  USGS QUAD   -  BENTON HARBOR (1980)
 NG0749
 NG0749                         *CURRENT SURVEY CONTROL
 NG0749  ___________________________________________________________________
 NG0749* NAD 83(1994)-  42 06 08.64663(N)    086 27 26.60873(W)     ADJUSTED  
 NG0749* NAVD 88     -                                                        
 NG0749  ___________________________________________________________________
 NG0749  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 NG0749  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NG0749
 NG0749  HORZ ORDER  -  THIRD
 NG0749
 NG0749.The horizontal coordinates were established by classical geodetic methods
 NG0749.and adjusted by the National Geodetic Survey in February 1997..
 NG0749
 NG0749
 NG0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0749
 NG0749.The geoid height was determined by GEOID03.
 NG0749
 NG0749;                    North         East     Units Scale Factor Converg.
 NG0749;SPC MI S     -    69,061.515 3,827,077.737   MT  0.99999943   -1 25 22.1
 NG0749;SPC MI S     -   226,579.77 12,556,029.32   iFT  0.99999943   -1 25 22.1
 NG0749;UTM  16      - 4,661,288.323   544,865.510   MT  0.99962477   +0 21 49.7
 NG0749
 NG0749                          SUPERSEDED SURVEY CONTROL
 NG0749
 NG0749  NAD 83(1986)-  42 06 08.64434(N)    086 27 26.62137(W) AD(       ) 4
 NG0749  NAD 27      -  42 06 08.50000(N)    086 27 26.54000(W) AD(       ) 3
 NG0749
 NG0749.Superseded values are not recommended for survey control.
 NG0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0749.See file dsdata.txt to determine how the superseded data were derived.
 NG0749
 NG0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4486661288(NAD 83)
 NG0749_MARKER: 63 = STACK
 NG0749
 NG0749  HISTORY     - Date     Condition        Report By
 NG0749  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0749  HISTORY     - 1964     GOOD             CGS
 NG0749  HISTORY     - 1978     GOOD             NGS
 NG0749  HISTORY     - 1987     GOOD             USPSQD
 NG0749
 NG0749                          STATION DESCRIPTION
 NG0749
 NG0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0749'THE STACK WAS RECOVERED IN GOOD CONDITION.
 NG0749'THE STACK IS
 NG0749'LOCATED AT THE BENTON HARBOR HIGH SCHOOL IN THE NW CORNER
 NG0749'OF THE INTERSECTION OF W.
 NG0749'EMPIRE ST. AND S. COLFAX ST. IN THE SOUTH SIDE
 NG0749'OF BENTON HARBOR.  (THERE HAS BEEN SOME
 NG0749'REPAIRS ON THE STACK, BUT IT IS
 NG0749'STILL IN ITS ORIGINAL POSITION.)
 NG0749
 NG0749                          STATION RECOVERY (1978)
 NG0749
 NG0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (VEN)
 NG0749'STACK RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NG0749'
 NG0749'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BENTON HARBOR.
 NG0749
 NG0749                          STATION RECOVERY (1987)
 NG0749
 NG0749'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0750 ***********************************************************************
 NG0750  DESIGNATION -  BENTON HARBOR MUN STANDPIPE
 NG0750  PID         -  NG0750
 NG0750  STATE/COUNTY-  MI/BERRIEN
 NG0750  USGS QUAD   -  BENTON HARBOR (1980)
 NG0750
 NG0750                         *CURRENT SURVEY CONTROL
 NG0750  ___________________________________________________________________
 NG0750* NAD 83(1994)-  42 06 57.07905(N)    086 27 04.66477(W)     ADJUSTED  
 NG0750* NAVD 88     -                                                        
 NG0750  ___________________________________________________________________
 NG0750  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 NG0750  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NG0750
 NG0750  HORZ ORDER  -  THIRD
 NG0750
 NG0750.The horizontal coordinates were established by classical geodetic methods
 NG0750.and adjusted by the National Geodetic Survey in February 1997..
 NG0750
 NG0750
 NG0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0750
 NG0750.The geoid height was determined by GEOID03.
 NG0750
 NG0750;                    North         East     Units Scale Factor Converg.
 NG0750;SPC MI S     -    70,542.900 3,827,618.788   MT  0.99999628   -1 25 07.1
 NG0750;SPC MI S     -   231,439.96 12,557,804.42   iFT  0.99999628   -1 25 07.1
 NG0750;UTM  16      - 4,662,785.298   545,359.928   MT  0.99962532   +0 22 04.7
 NG0750
 NG0750                          SUPERSEDED SURVEY CONTROL
 NG0750
 NG0750  NAD 83(1986)-  42 06 57.07727(N)    086 27 04.67755(W) AD(       ) 4
 NG0750  NAD 27      -  42 06 56.93000(N)    086 27 04.60000(W) AD(       ) 3
 NG0750
 NG0750.Superseded values are not recommended for survey control.
 NG0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0750.See file dsdata.txt to determine how the superseded data were derived.
 NG0750
 NG0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4536062785(NAD 83)
 NG0750_MARKER: 52 = STANDPIPE TANK
 NG0750
 NG0750  HISTORY     - Date     Condition        Report By
 NG0750  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0750  HISTORY     - 1964     POOR             CGS
 NG0750  HISTORY     - 1987     GOOD             USPSQD
 NG0750
 NG0750                          STATION DESCRIPTION
 NG0750
 NG0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0750'THE BENTON HARBOR WATER DEPARTMENT STATED THAT THE STANDPIPE
 NG0750'HAS BEEN
 NG0750'DISMANTLED.
 NG0750
 NG0750                          STATION RECOVERY (1987)
 NG0750
 NG0750'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1366 ***********************************************************************
 RL1366  DESIGNATION -  BERGLAND
 RL1366  PID         -  RL1366
 RL1366  STATE/COUNTY-  MI/ONTONAGON
 RL1366  USGS QUAD   -  BERGLAND NE (1975)
 RL1366
 RL1366                         *CURRENT SURVEY CONTROL
 RL1366  ___________________________________________________________________
 RL1366* NAD 83(1994)-  46 40 36.80154(N)    089 34 39.14082(W)     ADJUSTED  
 RL1366* NAVD 88     -       540.472  (meters)    1773.20   (feet)  ADJUSTED  
 RL1366  ___________________________________________________________________
 RL1366  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 RL1366  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1366  DYNAMIC HT  -         540.528 (meters)    1773.38  (feet)  COMP
 RL1366  MODELED GRAV-     980,698.0   (mgal)                       NAVD 88
 RL1366
 RL1366  HORZ ORDER  -  FIRST
 RL1366  VERT ORDER  -  SECOND    CLASS 0
 RL1366
 RL1366.The horizontal coordinates were established by classical geodetic methods
 RL1366.and adjusted by the National Geodetic Survey in February 1997..
 RL1366
 RL1366.The orthometric height was determined by differential leveling
 RL1366.and adjusted by the National Geodetic Survey in June 1991..
 RL1366
 RL1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1366
 RL1366.The geoid height was determined by GEOID03.
 RL1366
 RL1366.The dynamic height is computed by dividing the NAVD 88
 RL1366.geopotential number by the normal gravity value computed on the
 RL1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1366.degrees latitude (g = 980.6199 gals.).
 RL1366
 RL1366.The modeled gravity was interpolated from observed gravity values.
 RL1366
 RL1366;                    North         East     Units Scale Factor Converg.
 RL1366;SPC MI N     -   213,665.873 7,802,833.322   MT  0.99992617   -1 51 46.9
 RL1366;SPC MI N     -   701,003.52 25,599,846.86   iFT  0.99992617   -1 51 46.9
 RL1366;UTM  16      - 5,172,485.915   302,866.712   MT  1.00007769   -1 52 32.7
 RL1366
 RL1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1366!SPC MI N     -   0.99992011  x   0.99992617  =   0.99984629
 RL1366!UTM  16      -   0.99992011  x   1.00007769  =   0.99999780
 RL1366
 RL1366|---------------------------------------------------------------------|
 RL1366| PID    Reference Object                     Distance      Geod. Az  |
 RL1366|                                                           dddmmss.s |
 RL1366| RL1368 BERGLAND RM 1                        26.391 METERS 00025     |
 RL1366| RL1601 ONTONAGON FIBRE CO WATER TANK       APPROX.28.8 KM 0414327.3 |
 RL1366| RL1355 BERGLAND AZ MK                                     1771605.3 |
 RL1366| RL1369 BERGLAND RM 2                        26.391 METERS 25853     |
 RL1366| RL1367 TT 35 TX                              8.426 METERS 33206     |
 RL1366|---------------------------------------------------------------------|
 RL1366
 RL1366                          SUPERSEDED SURVEY CONTROL
 RL1366
 RL1366  NAD 83(1986)-  46 40 36.79853(N)    089 34 39.13510(W) AD(       ) 1
 RL1366  NAD 27      -  46 40 36.99000(N)    089 34 38.57800(W) AD(       ) 1
 RL1366  NGVD 29 (??/??/92)  540.494  (m)         1773.27   (f) ADJ UNCH    2 0
 RL1366
 RL1366.Superseded values are not recommended for survey control.
 RL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1366.See file dsdata.txt to determine how the superseded data were derived.
 RL1366
 RL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0286772486(NAD 83)
 RL1366_MARKER: DS = TRIANGULATION STATION DISK
 RL1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1366_STAMPING: BERGLAND 1939
 RL1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1366+STABILITY: SURFACE MOTION
 RL1366
 RL1366  HISTORY     - Date     Condition        Report By
 RL1366  HISTORY     - 1939     MONUMENTED       CGS
 RL1366  HISTORY     - 1948     GOOD             NGS
 RL1366  HISTORY     - 1952     GOOD             CGS
 RL1366  HISTORY     - 1956     MARK NOT FOUND   USGS
 RL1366  HISTORY     - 1977     GOOD             NGS
 RL1366  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1366  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1366  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1366
 RL1366                          STATION DESCRIPTION
 RL1366
 RL1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1366'SIX MILES NORTH OF BERGLAND, 5 MILES SOUTH OF WHITE PINE,
 RL1366'IN THE NORTHEAST QUARTER OF SEC. 5, T. 49 N., R. 42 W., ON
 RL1366'TOP OF A HIGH HILL, ON WHICH THE MICHIGAN STATE LOOKOUT TOWER
 RL1366'BERGLAND IS LOCATED.  STATION MARK IS SET ON THE SOUTH SLOPE
 RL1366'OF THE HILL, 13 FEET SOUTH OF THE SOUTHWEST LEG OF THE LOOKOUT
 RL1366'TOWER, IS FLUSH WITH THE SURFACE OF THE GROUND AND STAMPED
 RL1366'BERGLAND 1939.
 RL1366'
 RL1366'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND STATE HIGHWAY
 RL1366'64 AT THE LAKE VIEW GARAGE IN BERGLAND, GO NORTH ON STATE
 RL1366'HIGHWAY 64 FOR 7.0 MILES, THEN TAKE A T-ROAD LEFT (WEST) AT
 RL1366'A SIGN BERGLAND FIRE TOWER AND FOLLOW UP HILL FOR 1.0 MILE TO THE
 RL1366'LOOKOUT TOWER AND THE STATION.
 RL1366'
 RL1366'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1366'BRONZE DISKS SET IN CONCRETE.
 RL1366'
 RL1366'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, 52 FEET NORTH
 RL1366'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, STAMPED BERGLAND
 RL1366'NO 1 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL1366'
 RL1366'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION, 35 FEET
 RL1366'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANGER CABIN, STAMPED
 RL1366'BERGLAND NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL1366'
 RL1366'AZIMUTH MARK IS SOUTH OF THE STATION, 86 FEET EAST OF THE CENTER
 RL1366'OF A GRAVEL ROAD, 42 FEET EAST OF A SOUTHWEST FENCE CORNER,
 RL1366'ON THE SOUTH SIDE OF AN EAST-WEST FENCE LINE, STAMPED BERGLAND
 RL1366'1939 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RL1366'
 RL1366'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST 1 MILE TO
 RL1366'STATE HIGHWAY 64, TURN RIGHT (SOUTH) AND GO 5.5 MILES TO THE MARK
 RL1366'ON THE LEFT (EAST) SIDE OF THE ROAD.  THIS POINT IS 1.5 MILES
 RL1366'NORTH OF THE JUNCTION OF STATE HIGHWAY 28 AND STATE HIGHWAY
 RL1366'64 IN BERGLAND.
 RL1366'
 RL1366'THE DIRECTION WAS OBSERVED AND THE DISTANCE MEASURED TO THE BENCH
 RL1366'MARK TT 35 TX 1937 (U.S.G.S.) WHICH IS SET AT THE APPROXIMATE
 RL1366'CENTER OF THE BERGLAND LOOKOUT TOWER BASE.
 RL1366'
 RL1366'A 103-FOOT TOWER IS NEEDED TO SEE A 4-FOOT STAND AT WOLFE.
 RL1366'
 RL1366'A 37-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT BASS.
 RL1366'
 RL1366'A 100-FOOT TOWER AT PAULDING AND A 77-FOOT TOWER AT NORWICH
 RL1366'ARE VISIBLE FROM THE GROUND.
 RL1366'
 RL1366'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL1366
 RL1366                          STATION RECOVERY (1948)
 RL1366
 RL1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL1366'6.4 MI SW FROM WHITE PINE.
 RL1366'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1366'AT WHITE PINE, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD LEADING
 RL1366'TO THE BERGLAND FIRE LOOKOUT TOWER, AT THE TOWER, ON THE SOUTH
 RL1366'SLOPE OF HILL, 13 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF
 RL1366'THE STEEL TOWER, 49 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER
 RL1366'OF A BUILDING AT LOOKOUT TOWER, 27 FEET NORTHWEST OF THE SOUTHEAST
 RL1366'EDGE OF CLIFF, 6 FEET NORTH-NORTHEAST OF A 2 1/2-INCH PINE TREE,
 RL1366'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL1366'NOTE-- MARK MAY BE BURIED UNDER ABOUT 1 1/2 FT. OF GRAVEL,
 RL1366'TOWER WAS REBUILT RECENTLY AFTER BLOWING OVER.
 RL1366
 RL1366                          STATION RECOVERY (1952)
 RL1366
 RL1366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1366'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RL1366'CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 RL1366'
 RL1366'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF BERGLAND, 5 MILES
 RL1366'SOUTH OF WHITE PINE AND 1 MILE WEST OF STATE HIGHWAY 64 ON
 RL1366'A WOODED HILL NEAR THE BERGLAND LOOKOUT TOWER.
 RL1366'
 RL1366'TO REACH THE STATION FROM BERGLAND, GO NORTH ON STATE HIGHWAY
 RL1366'64 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 RL1366'BELOW.  CONTINUE NORTH, EAST AND NORTH ON STATE HIGHWAY 64 FOR
 RL1366'5.5 MILES TO A ROAD LEFT.  TURN LEFT AND GO WESTERLY 1.0 MILE
 RL1366'TO THE LOOKOUT TOWER AND STATION.
 RL1366'
 RL1366'THE STATION MARK IS STAMPED BERGLAND 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RL1366'LEVEL AND IS LOCATED 13 FEET SOUTH OF THE SOUTHEAST LEG OF THE
 RL1366'LOOKOUT TOWER AND 2 FEET NORTH OF A WHITE WITNESS POST.
 RL1366'
 RL1366'REFERENCE MARK 1 IS STAMPED BERGLAND NO 1 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS
 RL1366'LOCATED AT THE EDGE OF THE TIMBER NORTH OF THE LOOKOUT TOWER.
 RL1366'
 RL1366'REFERENCE MARK 2 IS STAMPED BERGLAND NO 2 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 RL1366'
 RL1366'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED TT 35 TX 1937 IS
 RL1366'SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 RL1366'LOCATED IN THE BOTTOM CENTER OF THE LOOKOUT TOWER.
 RL1366'
 RL1366'THE AZIMUTH MARK IS STAMPED BERGLAND 1939.  IT IS A STANDARD
 RL1366'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 RL1366'IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD, 86 FEET
 RL1366'EAST OF THE CENTERLINE OF STATE HIGHWAY 64, 2 FEET WEST OF A
 RL1366'WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 RL1366
 RL1366                          STATION RECOVERY (1956)
 RL1366
 RL1366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 RL1366'MARK NOT FOUND.
 RL1366
 RL1366                          STATION RECOVERY (1977)
 RL1366
 RL1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1366'STATION MARK WAS RECOVERED ABOUT 8 INCHES BELOW THE SURFACE OF THE
 RL1366'SOUTH EDGE OF DRIVE, AROUND OLD LOOKOUT TOWER BASE, REFERENCE
 RL1366'MARK NUMBER ONE WAS RECOVERED IT IS 8 FEET SOUTH OF A POWER POLE,
 RL1366'7 PACES WEST OF TRACK ROAD ON A SMALL BRUSHY MOUND.  USGS, TT 35
 RL1366'TX 1937 WAS RECOVERED IN THE MIDDLE OF THE BASE OF OLD LOOKOUT
 RL1366'TOWER.  REFERENCE MARK 2 AND THE AZIMUTH MARKS WERE SEARCHED FOR
 RL1366'BUT NOT RECOVERED, THERE IS A ANTENNA SOUTH OF THE OLD LOOKOUT
 RL1366'TOWER BASE WITH A SMALL CONCRETE BLOCK BUILDING.  A NEW TO REACH
 RL1366'FOLLOWS.
 RL1366'
 RL1366'TO REACH FROM THE JUNCTIONS OF STATE HIGHWAYS 28 AND 64 IN BERGLAND,
 RL1366'GO NORTH ON STATE HIGHWAY 64 FOR 2.1 MILE TO A SIDE ROAD RIGHT.
 RL1366'TURN RIGHT AND GO EASTERLY FOR 1.0 MILE TO WHERE THE ROAD CURVES TO
 RL1366'THE LEFT.  TURN LEFT AND GO NORTHERLY FOR 4.3 MILES TO A SIDE ROAD
 RL1366'LEFT.  TURN LEFT ON TRACK SIDE ROAD AND GO FOR 1.1 MILE TO
 RL1366'HIGHEST PART OF HILL AND STATION SITE.
 RL1366'
 RL1366'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 RL1366'NORTH OF BERGLAND.
 RL1366
 RL1366                          STATION RECOVERY (1987)
 RL1366
 RL1366'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1366'MARK NOT FOUND.
 RL1366
 RL1366                          STATION RECOVERY (1995)
 RL1366
 RL1366'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1366'MARK NOT FOUND.
 RL1366
 RL1366                          STATION RECOVERY (2004)
 RL1366
 RL1366'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1366'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1355 ***********************************************************************
 RL1355  DESIGNATION -  BERGLAND AZ MK
 RL1355  PID         -  RL1355
 RL1355  STATE/COUNTY-  MI/ONTONAGON
 RL1355  USGS QUAD   -  GOGEBIC (1982)
 RL1355
 RL1355                         *CURRENT SURVEY CONTROL
 RL1355  ___________________________________________________________________
 RL1355* NAD 83(1986)-  46 36 51.     (N)    089 34 23.     (W)     SCALED    
 RL1355* NAVD 88     -       415.900  (meters)    1364.50   (feet)  ADJUSTED  
 RL1355  ___________________________________________________________________
 RL1355  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 RL1355  DYNAMIC HT  -         415.937 (meters)    1364.62  (feet)  COMP
 RL1355  MODELED GRAV-     980,687.8   (mgal)                       NAVD 88
 RL1355
 RL1355  VERT ORDER  -  SECOND    CLASS 0
 RL1355
 RL1355.The horizontal coordinates were scaled from a topographic map and have
 RL1355.an estimated accuracy of +/- 6 seconds.
 RL1355
 RL1355.The orthometric height was determined by differential leveling
 RL1355.and adjusted by the National Geodetic Survey in June 1991..
 RL1355
 RL1355.The geoid height was determined by GEOID03.
 RL1355
 RL1355.The dynamic height is computed by dividing the NAVD 88
 RL1355.geopotential number by the normal gravity value computed on the
 RL1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1355.degrees latitude (g = 980.6199 gals.).
 RL1355
 RL1355.The modeled gravity was interpolated from observed gravity values.
 RL1355
 RL1355;                    North         East    Units  Estimated Accuracy
 RL1355;SPC MI N     -   206,690.    7,802,950.      MT  (+/- 180 meters Scaled)
 RL1355
 RL1355                          SUPERSEDED SURVEY CONTROL
 RL1355
 RL1355  NGVD 29 (??/??/92)  415.914  (m)         1364.54   (f) ADJ UNCH    2 0
 RL1355
 RL1355.Superseded values are not recommended for survey control.
 RL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1355.See file dsdata.txt to determine how the superseded data were derived.
 RL1355
 RL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029655(NAD 83)
 RL1355_MARKER: DZ = AZIMUTH MARK DISK
 RL1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1355_STAMPING: BERGLAND 1939 N
 RL1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1355+STABILITY: SURFACE MOTION
 RL1355
 RL1355  HISTORY     - Date     Condition        Report By
 RL1355  HISTORY     - 1939     MONUMENTED       CGS
 RL1355  HISTORY     - 1948     GOOD             NGS
 RL1355  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1355  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1355  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1355
 RL1355                          STATION DESCRIPTION
 RL1355
 RL1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1355'1.5 MI N FROM BERGLAND.
 RL1355'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1355'STATE HIGHWAY 28 AT BERGLAND, SET IN THE NORTHEAST ANGLE OF A
 RL1355'FARM LANE LEADING EAST, 88 FEET EAST OF THE CENTER LINE OF THE
 RL1355'HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE FARM LANE, 42
 RL1355'FEET EAST OF A FENCE CORNER, 1.5 FEET SOUTH OF AN EAST-WEST FENCE
 RL1355'LINE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 RL1355'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL1355'INCHES.  NOTE-- THE LETTER N IS STAMPD BELOW THE DATE ON THE MARK.
 RL1355
 RL1355                          STATION RECOVERY (1985)
 RL1355
 RL1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1355'MARK NOT FOUND.
 RL1355
 RL1355                          STATION RECOVERY (1995)
 RL1355
 RL1355'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1355'MARK NOT FOUND.
 RL1355
 RL1355                          STATION RECOVERY (2004)
 RL1355
 RL1355'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1368 ***********************************************************************
 RL1368  DESIGNATION -  BERGLAND RM 1
 RL1368  PID         -  RL1368
 RL1368  STATE/COUNTY-  MI/ONTONAGON
 RL1368  USGS QUAD   -  BERGLAND NE (1975)
 RL1368
 RL1368                         *CURRENT SURVEY CONTROL
 RL1368  ___________________________________________________________________
 RL1368* NAD 83(1986)-  46 40 36.     (N)    089 34 39.     (W)     SCALED    
 RL1368* NAVD 88     -       540.833  (meters)    1774.38   (feet)  ADJUSTED  
 RL1368  ___________________________________________________________________
 RL1368  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1368  DYNAMIC HT  -         540.889 (meters)    1774.57  (feet)  COMP
 RL1368  MODELED GRAV-     980,697.8   (mgal)                       NAVD 88
 RL1368
 RL1368  VERT ORDER  -  SECOND    CLASS 0
 RL1368
 RL1368.The horizontal coordinates were scaled from a topographic map and have
 RL1368.an estimated accuracy of +/- 6 seconds.
 RL1368
 RL1368.The orthometric height was determined by differential leveling
 RL1368.and adjusted by the National Geodetic Survey in June 1991..
 RL1368
 RL1368.The geoid height was determined by GEOID03.
 RL1368
 RL1368.The dynamic height is computed by dividing the NAVD 88
 RL1368.geopotential number by the normal gravity value computed on the
 RL1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1368.degrees latitude (g = 980.6199 gals.).
 RL1368
 RL1368.The modeled gravity was interpolated from observed gravity values.
 RL1368
 RL1368;                    North         East    Units  Estimated Accuracy
 RL1368;SPC MI N     -   213,640.    7,802,840.      MT  (+/- 180 meters Scaled)
 RL1368
 RL1368                          SUPERSEDED SURVEY CONTROL
 RL1368
 RL1368  NGVD 29 (??/??/92)  540.855  (m)         1774.46   (f) ADJ UNCH    2 0
 RL1368
 RL1368.Superseded values are not recommended for survey control.
 RL1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1368.See file dsdata.txt to determine how the superseded data were derived.
 RL1368
 RL1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS028724(NAD 83)
 RL1368_MARKER: DR = REFERENCE MARK DISK
 RL1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1368_STAMPING: BERGLAND NO 1 1939
 RL1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1368+STABILITY: SURFACE MOTION
 RL1368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1368+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 RL1368
 RL1368  HISTORY     - Date     Condition        Report By
 RL1368  HISTORY     - 1939     MONUMENTED       CGS
 RL1368  HISTORY     - 1948     GOOD             NGS
 RL1368  HISTORY     - 1987     GOOD             USPSQD
 RL1368  HISTORY     - 20040803 GOOD             USPSQD
 RL1368
 RL1368                          STATION DESCRIPTION
 RL1368
 RL1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1368'6.4 MI SW FROM WHITE PINE.
 RL1368'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1368'AT WHITE PINE, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD TO THE
 RL1368'BERGLAND FIRE LOOKOUT TOWER, 52 FEET NORTH OF THE NORTHEAST LEG
 RL1368'OF THE STEEL LOOKOUT TOWER, 26 FEET NORTHWEST OF THE CENTER LINE
 RL1368'OF THE DRIVE, 87 FEET NORTH OF THE STATION MARK, IN A CLUMP
 RL1368'OF MAPLE BUSHES AT EDGE OF WOODS, SET IN THE TOP OF A CONCRETE POST
 RL1368'PROJECTING 6 INCHES.
 RL1368
 RL1368                          STATION RECOVERY (1987)
 RL1368
 RL1368'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1368'RECOVERED IN GOOD CONDITION.
 RL1368
 RL1368                          STATION RECOVERY (2004)
 RL1368
 RL1368'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1369 ***********************************************************************
 RL1369  DESIGNATION -  BERGLAND RM 2
 RL1369  PID         -  RL1369
 RL1369  STATE/COUNTY-  MI/ONTONAGON
 RL1369  USGS QUAD   -  BERGLAND NE (1975)
 RL1369
 RL1369                         *CURRENT SURVEY CONTROL
 RL1369  ___________________________________________________________________
 RL1369* NAD 83(1994)-  46 40 36.63668(N)    089 34 40.35922(W)     ADJUSTED  
 RL1369* NAVD 88     -       540.394  (meters)    1772.94   (feet)  ADJUSTED  
 RL1369  ___________________________________________________________________
 RL1369  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 RL1369  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1369  DYNAMIC HT  -         540.449 (meters)    1773.12  (feet)  COMP
 RL1369  MODELED GRAV-     980,697.8   (mgal)                       NAVD 88
 RL1369
 RL1369  HORZ ORDER  -  SECOND
 RL1369  VERT ORDER  -  SECOND    CLASS 0
 RL1369
 RL1369.The horizontal coordinates were established by classical geodetic methods
 RL1369.and adjusted by the National Geodetic Survey in February 1997..
 RL1369
 RL1369.The orthometric height was determined by differential leveling
 RL1369.and adjusted by the National Geodetic Survey in June 1991..
 RL1369
 RL1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1369
 RL1369.The geoid height was determined by GEOID03.
 RL1369
 RL1369.The dynamic height is computed by dividing the NAVD 88
 RL1369.geopotential number by the normal gravity value computed on the
 RL1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1369.degrees latitude (g = 980.6199 gals.).
 RL1369
 RL1369.The modeled gravity was interpolated from observed gravity values.
 RL1369
 RL1369;                    North         East     Units Scale Factor Converg.
 RL1369;SPC MI N     -   213,661.627 7,802,807.277   MT  0.99992616   -1 51 47.8
 RL1369;SPC MI N     -   700,989.59 25,599,761.41   iFT  0.99992616   -1 51 47.8
 RL1369;UTM  16      - 5,172,481.675   302,840.662   MT  1.00007781   -1 52 33.6
 RL1369
 RL1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1369!SPC MI N     -   0.99992012  x   0.99992616  =   0.99984629
 RL1369!UTM  16      -   0.99992012  x   1.00007781  =   0.99999793
 RL1369
 RL1369:                Primary Azimuth Mark                     Grid Az
 RL1369:SPC MI N     -  BERGLAND AZ MK                           178 55 11.5
 RL1369:UTM  16      -  BERGLAND AZ MK                           178 55 57.3
 RL1369
 RL1369|---------------------------------------------------------------------|
 RL1369| PID    Reference Object                     Distance      Geod. Az  |
 RL1369|                                                           dddmmss.s |
 RL1369| RL1355 BERGLAND AZ MK                                     1770323.7 |
 RL1369|---------------------------------------------------------------------|
 RL1369
 RL1369                          SUPERSEDED SURVEY CONTROL
 RL1369
 RL1369  NAD 83(1986)-  46 40 36.63369(N)    089 34 40.35343(W) AD(       ) 2
 RL1369  NAD 27      -  46 40 36.82500(N)    089 34 39.79600(W) AD(       ) 2
 RL1369  NGVD 29 (??/??/92)  540.415  (m)         1773.01   (f) ADJ UNCH    2 0
 RL1369
 RL1369.Superseded values are not recommended for survey control.
 RL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1369.See file dsdata.txt to determine how the superseded data were derived.
 RL1369
 RL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS0284172482(NAD 83)
 RL1369_MARKER: DR = REFERENCE MARK DISK
 RL1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1369_STAMPING: BERGLAND NO 2 1939
 RL1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1369+STABILITY: SURFACE MOTION
 RL1369
 RL1369  HISTORY     - Date     Condition        Report By
 RL1369  HISTORY     - 1939     MONUMENTED       CGS
 RL1369  HISTORY     - 1948     GOOD             NGS
 RL1369  HISTORY     - 1952     GOOD             CGS
 RL1369  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1369  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1369
 RL1369                          STATION DESCRIPTION
 RL1369
 RL1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1369'6.4 MI SW FROM WHITE PINE.
 RL1369'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL AT
 RL1369'WHITE PINE, THENCE ABOUT 1.2 MILES WEST ALONG A ROAD TO THE BERGLAND
 RL1369'FIRE LOOKOUT TOWER, 64 FEET WEST OF THE SOUTHWEST LEG OF THE
 RL1369'TOWER, 87 FEET WEST-SOUTHWEST OF THE STATION MARK, 35 FEET
 RL1369'SOUTHWEST OF THE SOUTHWEST CORNER OF THE RANGER CABIN, 1 FOOT
 RL1369'BELOW HOUSE FLOOR AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1369'6 INCHES.
 RL1369
 RL1369                          STATION RECOVERY (1952)
 RL1369
 RL1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1369'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF BERGLAND, 5 MILES
 RL1369'SOUTH OF WHITE PINE AND 1 MILE WEST OF HIGHWAY 64 ON A WOODED
 RL1369'HILL NEAR THE BERGLAND LOOKOUT TOWER.
 RL1369'
 RL1369'TO REACH THE STATION FROM BERGLAND, GO NORTH ON STATE HIGHWAY
 RL1369'64 FOR 1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED
 RL1369'BELOW.  CONTINUE NORTH, EAST AND NORTH 5.5 MILES TO A ROAD
 RL1369'LEFT.  TURN LEFT, GO WESTERLY 1.0 MILE TO THE LOOKOUT TOWER
 RL1369'AND STATION.
 RL1369'
 RL1369'THE STATION MARK IS STAMPED BERGLAND NO 2 1939.  IT IS A
 RL1369'REFERENCE MARK TO STATION BERGLAND WHICH WAS ESTABLISHED BY
 RL1369'F.B.Q. IN 1939.  IT IS A STANDARD DISK SET IN A CONCRETE
 RL1369'MONUMENT THAT PROJECTS 5 INCHES.  IT IS LOCATED 70 FEET WEST
 RL1369'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER.
 RL1369'
 RL1369'STATION BERGLAND 1939, STAMPED BERGLAND 1939 IS A STANDARD
 RL1369'DISK SET IN A CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RL1369'LEVEL AND IS LOCATED 13 FEET SOUTH OF THE SOUTHEAST LEG OF
 RL1369'THE LOOKOUT TOWER AND 2 FEET NORTH OF A WHITE WITNESS POST.
 RL1369'
 RL1369'REFERENCE MARK 1 AND REFERENCE MARK 2 ARE NOT INTERVISIBLE.
 RL1369'
 RL1369'THE AZIMUTH MARK IS STAMPED BERGLAND 1939.  IT IS A STANDARD
 RL1369'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 RL1369'IS LOCATED AT THE SOUTH EDGE OF A CULTIVATED FIELD, 86 FEET
 RL1369'EAST OF THE CENTERLINE OF STATE HIGHWAY 64, 2 FEET WEST OF
 RL1369'A WHITE WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
 RL1369'
 RL1369'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RL1369
 RL1369                          STATION RECOVERY (1987)
 RL1369
 RL1369'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1369'MARK NOT FOUND.
 RL1369
 RL1369                          STATION RECOVERY (2004)
 RL1369
 RL1369'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1369'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1628 ***********************************************************************
 NF1628  DESIGNATION -  BERKY
 NF1628  PID         -  NF1628
 NF1628  STATE/COUNTY-  MI/KALAMAZOO
 NF1628  USGS QUAD   -  KALAMAZOO SW (1979)
 NF1628
 NF1628                         *CURRENT SURVEY CONTROL
 NF1628  ___________________________________________________________________
 NF1628* NAD 83(1994)-  42 18 51.85010(N)    085 42 18.00059(W)     ADJUSTED  
 NF1628* NAVD 88     -       320.1    (meters)    1050.     (feet)  VERTCON   
 NF1628  ___________________________________________________________________
 NF1628  X           -     353,771.354 (meters)                     COMP
 NF1628  Y           -  -4,710,506.441 (meters)                     COMP
 NF1628  Z           -   4,271,685.513 (meters)                     COMP
 NF1628  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 NF1628  ELLIP HEIGHT-         287.12  (meters)          (07/17/02) GPS OBS
 NF1628  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF1628
 NF1628  HORZ ORDER  -  FIRST
 NF1628  ELLP ORDER  -  FOURTH    CLASS I
 NF1628
 NF1628.The horizontal coordinates were established by classical geodetic methods
 NF1628.and adjusted by the National Geodetic Survey in February 1997..
 NF1628
 NF1628.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1628
 NF1628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1628
 NF1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1628
 NF1628.The ellipsoidal height was determined by GPS observations
 NF1628.and is referenced to NAD 83.
 NF1628
 NF1628.The geoid height was determined by GEOID03.
 NF1628
 NF1628;                    North         East     Units Scale Factor Converg.
 NF1628;SPC MI S     -    91,339.191 3,889,675.031   MT  0.99995614   -0 54 38.8
 NF1628;SPC MI S     -   299,669.26 12,761,401.02   iFT  0.99995614   -0 54 38.8
 NF1628;UTM  16      - 4,685,496.948   606,720.119   MT  0.99974013   +0 52 18.7
 NF1628
 NF1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1628!SPC MI S     -   0.99995497  x   0.99995614  =   0.99991111
 NF1628!UTM  16      -   0.99995497  x   0.99974013  =   0.99969511
 NF1628
 NF1628:                Primary Azimuth Mark                     Grid Az
 NF1628:SPC MI S     -  KALAMAZOO STATE HOSP STANDPIPE           116 13 10.8
 NF1628:UTM  16      -  KALAMAZOO STATE HOSP STANDPIPE           114 26 13.3
 NF1628
 NF1628|---------------------------------------------------------------------|
 NF1628| PID    Reference Object                     Distance      Geod. Az  |
 NF1628|                                                           dddmmss.s |
 NF1628| NF1626 KALAMAZOO STATE HOSP STANDPIPE      APPROX. 9.2 KM 1151832.0 |
 NF1628| CH0808 BERKY RM 3                           56.641 METERS 18430     |
 NF1628| CH0806 BERKY RM 1                           85.786 METERS 22857     |
 NF1628| CH0807 BERKY RM 2                                         3322826.1 |
 NF1628|---------------------------------------------------------------------|
 NF1628
 NF1628                          SUPERSEDED SURVEY CONTROL
 NF1628
 NF1628  ELLIP H (02/03/97)  287.13   (m)                       GP(       ) 4 1
 NF1628  NAD 83(1986)-  42 18 51.85297(N)    085 42 18.01948(W) AD(       ) 1
 NF1628  NAD 27      -  42 18 51.72066(N)    085 42 17.98381(W) AD(       ) 1
 NF1628  NGVD 29 (09/14/93)  320.2    (m)         1051.     (f) GPS OBS        
 NF1628
 NF1628.Superseded values are not recommended for survey control.
 NF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1628.See file dsdata.txt to determine how the superseded data were derived.
 NF1628
 NF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0672085497(NAD 83)
 NF1628_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1628_SP_SET: CONCRETE POST
 NF1628_STAMPING: BERKY 1931 1967
 NF1628_MARK LOGO: CGS   
 NF1628_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1628+STABILITY: SURFACE MOTION
 NF1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1628+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1992
 NF1628
 NF1628  HISTORY     - Date     Condition        Report By
 NF1628  HISTORY     - 1931     MONUMENTED       CGS
 NF1628  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1628  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NF1628  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NF1628  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 NF1628  HISTORY     - 1980     GOOD             MIDH
 NF1628  HISTORY     - 1983     GOOD             USPSQD
 NF1628  HISTORY     - 19920706 GOOD             HOLDEN
 NF1628
 NF1628                          STATION DESCRIPTION
 NF1628
 NF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1628'ABOUT 6 MILES WEST AND 1 MILE NORTH OF CENTER OF KALAMAZOO, ON
 NF1628'HIGHEST GROUND IN PASTURE OWNED BY MR. BERKY,
 NF1628'ABOUT 200 METERS (656 FEET) EAST OF ROAD AND DIRECTLY ACROSS ROAD
 NF1628'FROM F. D. MASONS HOUSE.  FROM
 NF1628'KALAMAZOO GO TO JUNCTION OF ROUTES U. S. 131 AND
 NF1628'U. S. 12, AND TAKE COMBINED ROUTES U. S. 12
 NF1628'AND M-43 WEST, KEEP ON ROUTE
 NF1628'M-43 6.0 MILES PAST JUNCTION WITH ROUTE 131, TURN RIGHT
 NF1628'(FARMHOUSE IN NORTHEAST
 NF1628'ANGLE), AND GO NORTH 1.3 MILES TO STATION SITE.  SURFACE AND
 NF1628'UNDERGROUND MARKS ARE
 NF1628'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE
 NF1628'MARKS ARE STANDARD
 NF1628'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS 1 FOOT NORTH OF
 NF1628'EAST-AND-WEST FENCE LINE, 12 METERS (39
 NF1628'FEET) WEST OF 10-INCH CHERRY TREE, ABOUT 50
 NF1628'METERS (164 FEET) EAST OF CENTER LINE OF
 NF1628'NORTH-AND-SOUTH GRAVEL ROAD LEADING TO
 NF1628'STATION, AND 85.80 METERS (281.5 FEET) FROM STATION IN
 NF1628'AZIMUTH 48 DEG 57 MIN.  NO. 2 IS 1
 NF1628'FOOT WEST OF NORTH-AND-SOUTH FENCE LINE, 8 METERS (26 FEET) EAST OF
 NF1628'CENTER LINE OF NORTH-AND-SOUTH
 NF1628'GRAVEL ROAD, 6 METERS (20 FEET) NORTH OF 12-INCH OAK TREE WHICH
 NF1628'STANDS IN FENCE LINE, 0.1 MILE
 NF1628'SOUTH OF T-INTERSECTION OF ROADS, AND 1/4 MILE FROM
 NF1628'STATION IN AZIMUTH 152 DEG 28 MIN 32 SEC.
 NF1628'AZIMUTH FROM STATION TO KALAMAZOO STATE HOSPITAL,
 NF1628'STANDPIPE, IS 295 DEG 18 MIN 38 SEC.
 NF1628
 NF1628                          STATION RECOVERY (1957)
 NF1628
 NF1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 NF1628'ORIGINAL DESCRIPTION IS ADEQUATE.  REFERENCE MARKS WERE RECOVERED IN
 NF1628'GOOD CONDITION, THE STATION MARK
 NF1628'HAS BEEN PUSHED OVER ABOUT 0.8 FT. TO THE E.  THE
 NF1628'LINE TO REFERENCE MARK 1 IS BLOCKED
 NF1628'BY AN 8-IN. TREE
 NF1628
 NF1628                          STATION RECOVERY (1967)
 NF1628
 NF1628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NF1628'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN
 NF1628'GOOD CONDITION.
 NF1628'THE SURFACE MARK WAS FOUND LEANING AND WAS RESET HOLDING
 NF1628'THE UNDERGROUND POINT.  THE
 NF1628'DISTANCE AND DIRECTION TO REFERENCE MARK 1
 NF1628'CHECKED.  THE STANDPIPE MENTIONED HAS BEEN
 NF1628'TORN DOWN.  A REFERENCE MARK 3
 NF1628'WAS ESTABLISHED ALONG WITH 2 AZIMUTH OBJECTS.  THE PRESENT
 NF1628'PROPERTY OWNERS
 NF1628'ARE PRETTY TOUCHY SO ANYONE VISITING THIS STATION SHOULD GET
 NF1628'PERMISSION.  A NEW
 NF1628'DESCRIPTION FOLLOW.
 NF1628'
 NF1628'ABOUT 6 MILES NORTHWEST OF KALAMAZOO, ON THE HIGHEST POINT OF A
 NF1628'BARE KNOLL OWNED
 NF1628'BY THE BROOKS ESTATE.  IT IS ABOUT 650 FEET EAST OF THE
 NF1628'CENTERLINE OF 6TH STREET N, 186
 NF1628'FEET NORTH OF AN EAST-WEST ROW OF TREES
 NF1628'AND BRUSH (OLD FENCE LINE) AND 1 FOOT WEST OF A
 NF1628'METAL WITNESS POST.  THE
 NF1628'MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED BERKY 1931
 NF1628'1967.  (NOTE 1A 7A)
 NF1628'
 NF1628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND
 NF1628'STATE HIGHWAY 43
 NF1628'AT THE WEST EDGE OF KALAMAZOO, GO WEST ON HIGHWAY 43
 NF1628'FOR 2.1 MILES TO A PAVED CROSSROAD
 NF1628'(6TH STREET N).  TURN RIGHT ON THE
 NF1628'STREET AND GO NORTH FOR 1.3 MILES TO THE KNOLL AND
 NF1628'STATION ON THE RIGHT
 NF1628'(OPPOSITE A FARM HOUSE ON THE LEFT.  CONTINUE NORTH FOR 0.15 MILE TO
 NF1628'REFERENCE MARK 2
 NF1628'ON THE RIGHT.
 NF1628'
 NF1628'REFERENCE MARK 1 IS 164 FEET EAST OF THE CENTERLINE OF THE STREET,
 NF1628'39 FEET WEST OF AN
 NF1628'18 INCH WILD CHERRY TREE AND 12 FEET WEST OF A 20
 NF1628'INCH ELM TREE.  THE MONUMENT IS FLUSH
 NF1628'AND THE DISK IS STAMPED BERKY NO 1 1931.
 NF1628'
 NF1628'REFERENCE MARK 2 IS 42 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 NF1628'FRAME HOUSE, 26 FEET EAST OF THE
 NF1628'CENTERLINE OF THE STREET, 20 FEET NORTH OF A 14 INCH OAK TREE AND 7
 NF1628'FEET NORTH OF THE CENTERLINE OF A DRIVEWAY.  THE
 NF1628'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BERKY NO 2 1931.
 NF1628'
 NF1628'REFERENCE MARK 3 IS 21 FEET EAST OF A 24 INCH BIRCH TREE AND IN
 NF1628'THE EAST-WEST ROW
 NF1628'OF TREES.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK
 NF1628'IS STAMPED BERKY NO 3 1931 1967.
 NF1628'
 NF1628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES NORTHWEST
 NF1628'OF KALAMAZOO
 NF1628'
 NF1628'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1628
 NF1628                          STATION RECOVERY (1969)
 NF1628
 NF1628'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 NF1628'SMITH AND SMITH AND ASSOC SURVEYING AND ENGINEERING
 NF1628'
 NF1628'BERKY GOOD AS LAST RECORDED
 NF1628
 NF1628                          STATION RECOVERY (1980)
 NF1628
 NF1628'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1628'THE STATION MARK, REFERENCE MARK 2, REFERENCE MARK 3 WERE RECOVERED IN
 NF1628'GOOD CONDITION.  MARK PROJECTS 10 INCHES ABOVE GROUND.
 NF1628'
 NF1628'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 10, T2S, R12W,
 NF1628'OSHTEMO TOWNSHIP.
 NF1628'
 NF1628'DESCRIPTION IS ADEQUATE.  OWNER OF PROPERTY IS JOHN ENGEL.
 NF1628
 NF1628                          STATION RECOVERY (1983)
 NF1628
 NF1628'RECOVERY NOTE BY US POWER SQUADRON 1983 (GGB)
 NF1628'BERKY 1931 1967 STATION - GOOD.
 NF1628'
 NF1628'BERKY NO. 1 1931 REF. MARK NO. 1 - GOOD.
 NF1628'
 NF1628'BERKY NO. 2 1931 REF MARK NO. 2 - GOOD.
 NF1628'
 NF1628'BERKY NO. 3 1931 1967 REF MARK NO. 3 - GOOD.
 NF1628'
 NF1628'REFERENCE MARKS 1 AND 3 HAVE YELLOW PAINTED WITNESS STICKS WITHIN
 NF1628'1 FOOT.  DESC. OTHERWISE ACCURATE.
 NF1628
 NF1628                          STATION RECOVERY (1992)
 NF1628
 NF1628'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1628'STATION IS LOCATED ABOUT 6 MILES WEST NORTHWEST OF KALAMAZOO, 2 1/2
 NF1628'MILES NORTHWEST OF THE M-43 INTERCHANGE WITH US-131.  IT IS IN QUAD
 NF1628'420853, IN THE NW 1/4 OF SECTION 10 T2S,R12W WHICH IS OSHTEMO
 NF1628'TOWNSHIP, ON THE HIGHEST POINT OF A BARE KNOLL ON LAND OWNED BY THE
 NF1628'BROOKS ESTATE.  THE SURFACE MARK WAS RESET IN 1967 BY L. F. SMITH.
 NF1628'TO REACH FROM THE M-43 INTERCHANGE WITH US-131, GO WEST ON M-43, WHICH
 NF1628'IS ALSO WEST MAIN STREET, FOR 2.1 MI (3.4 KM) TO 6TH STREET, TURN
 NF1628'RIGHT AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT AS
 NF1628'DESCRIBED IN THE FIELD  OPPOSITE A FARM HOUSE.
 NF1628'STATION IS 186 FT (56.7 M) NORTH OF AN EAST-WEST FENCE, 650 FT
 NF1628'(198.1 M) EAST OF THE CENTER OF 6TH STREET NEAR THE WEST SIDE OF A
 NF1628'PILE OF ROCKS AT THE TOP OF THE KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1639 ***********************************************************************
 NF1639  DESIGNATION -  BERLAMONT WISC MICH PIPE MAST
 NF1639  PID         -  NF1639
 NF1639  STATE/COUNTY-  MI/ALLEGAN
 NF1639  USGS QUAD   -  BLOOMINGDALE (1981)
 NF1639
 NF1639                         *CURRENT SURVEY CONTROL
 NF1639  ___________________________________________________________________
 NF1639* NAD 83(1994)-  42 26 49.63750(N)    085 59 58.64359(W)     ADJUSTED  
 NF1639* NAVD 88     -                                                        
 NF1639  ___________________________________________________________________
 NF1639  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 NF1639  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF1639
 NF1639  HORZ ORDER  -  THIRD
 NF1639
 NF1639.The horizontal coordinates were established by classical geodetic methods
 NF1639.and adjusted by the National Geodetic Survey in February 1997..
 NF1639
 NF1639
 NF1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1639
 NF1639.The geoid height was determined by GEOID03.
 NF1639
 NF1639;                    North         East     Units Scale Factor Converg.
 NF1639;SPC MI S     -   106,506.661 3,865,676.575   MT  0.99993591   -1 06 40.6
 NF1639;SPC MI S     -   349,431.30 12,682,665.93   iFT  0.99993591   -1 06 40.6
 NF1639;UTM  16      - 4,699,906.291   582,266.695   MT  0.99968327   +0 40 30.7
 NF1639
 NF1639                          SUPERSEDED SURVEY CONTROL
 NF1639
 NF1639  NAD 83(1986)-  42 26 49.63734(N)    085 59 58.65872(W) AD(       ) 4
 NF1639  NAD 27      -  42 26 49.51716(N)    085 59 58.55844(W) AD(       ) 3
 NF1639
 NF1639.Superseded values are not recommended for survey control.
 NF1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1639.See file dsdata.txt to determine how the superseded data were derived.
 NF1639
 NF1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8226799906(NAD 83)
 NF1639_MARKER: 44 = MICROWAVE MAST
 NF1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1639+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF1639
 NF1639  HISTORY     - Date     Condition        Report By
 NF1639  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1639  HISTORY     - 1984     GOOD             USPSQD
 NF1639  HISTORY     - 19971011 GOOD             USPSQD
 NF1639  HISTORY     - 20020324 GOOD             USPSQD
 NF1639  HISTORY     - 20060318 GOOD             USPSQD
 NF1639
 NF1639                          STATION DESCRIPTION
 NF1639
 NF1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1639'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF ALLEGAN, 5-1/4
 NF1639'MILES NORTH OF
 NF1639'BERLAMONT AND OWNED BY THE WISCONSIN AND MICHIGAN PIPELINE
 NF1639'COMPANY.  KQD 66.
 NF1639'
 NF1639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89 IN
 NF1639'ALLEGAN, GO SOUTH
 NF1639'ON STATE HIGHWAY 40 FOR 5.5 MILES TO A CROSSROAD.  TURN
 NF1639'RIGHT AND GO WEST ON 104TH AVENUE
 NF1639'FOR 2.5 MILES TO A T-ROAD.  TURN RIGHT
 NF1639'AND GO NORTH ON 38TH STREET FOR 0.3 MILE TO A SIDE
 NF1639'ROAD LEFT.  TURN LEFT
 NF1639'AND GO WEST ON 104TH AVENUE FOR 1.1 MILES TO A REVERSE Y-FORK IN THE
 NF1639'SMALL VILLAGE OF
 NF1639'CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE FOR 0.8 MILE
 NF1639'TO A FORK.  BEAR RIGHT AND GO
 NF1639'WEST ON 104TH AVENUE FOR 2.1 MILES TO A T-ROAD.
 NF1639'TURN LEFT AND GO SOUTH ON 46TH STREET FOR 0.25
 NF1639'MILE TO A SIDE ROAD
 NF1639'RIGHT.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 0.3 MILE TO A
 NF1639'SIDE ROAD LEFT.  TURN
 NF1639'LEFT AND GO SOUTH ON A TRACK ROAD FOR 0.05 MILE TO THE STATION.
 NF1639'
 NF1639'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES, PAINTED
 NF1639'IN ALTERNATE
 NF1639'SECTIONS OF RED AND WHITE, TWO DISC ANTENNAE NEAR THE TOP
 NF1639'AND HAS AN OVER-ALL HEIGHT OF
 NF1639'160 FEET.
 NF1639'
 NF1639'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
 NF1639
 NF1639                          STATION RECOVERY (1984)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLV)
 NF1639'STATION FOUND GOOD.
 NF1639'DESCRIPTION REFERENCE TO TWO DISC ANTENNAE NEAR THE TOP SHOULD BE
 NF1639'CHANGED TO READ--ONE DISC ANTENNAE ABOUT HALF WAY UP THE TOWER AND
 NF1639'ONE DISC ANTENNAE NEAR THE TOP OF THE TOWER.
 NF1639
 NF1639                          STATION RECOVERY (1997)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1639'RECOVERED IN GOOD CONDITION.
 NF1639
 NF1639                          STATION RECOVERY (2002)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF1639'RECOVERED IN GOOD CONDITION.
 NF1639
 NF1639                          STATION RECOVERY (2006)
 NF1639
 NF1639'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0816 ***********************************************************************
 QK0816  DESIGNATION -  BERNARD
 QK0816  PID         -  QK0816
 QK0816  STATE/COUNTY-  MI/EMMET
 QK0816  USGS QUAD   -  
 QK0816
 QK0816                         *CURRENT SURVEY CONTROL
 QK0816  ___________________________________________________________________
 QK0816* NAD 83(1994)-  45 20 42.11962(N)    085 04 01.55117(W)     ADJUSTED  
 QK0816* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 QK0816  ___________________________________________________________________
 QK0816  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 QK0816  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QK0816
 QK0816  HORZ ORDER  -  SECOND
 QK0816
 QK0816.The horizontal coordinates were established by classical geodetic methods
 QK0816.and adjusted by the National Geodetic Survey in February 1997..
 QK0816
 QK0816.The orthometric height was scaled from a topographic map.
 QK0816
 QK0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0816
 QK0816.The geoid height was determined by GEOID03.
 QK0816
 QK0816;                    North         East     Units Scale Factor Converg.
 QK0816;SPC MI C     -   225,631.199 5,945,109.831   MT  0.99993725   -0 29 41.2
 QK0816;SPC MI C     -   740,259.84 19,504,953.51   iFT  0.99993725   -0 29 41.2
 QK0816;UTM  16      - 5,023,097.660   651,424.882   MT  0.99988193   +1 22 30.8
 QK0816
 QK0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0816!SPC MI C     -   0.99996523  x   0.99993725  =   0.99990248
 QK0816!UTM  16      -   0.99996523  x   0.99988193  =   0.99984717
 QK0816
 QK0816|---------------------------------------------------------------------|
 QK0816| PID    Reference Object                     Distance      Geod. Az  |
 QK0816|                                                           dddmmss.s |
 QK0816| CH1694 BERNARD RM 1                         20.951 METERS 04815     |
 QK0816| QK0717 RAMONA PARK HOTEL WATER TANK        APPROX.13.5 KM 0481814.4 |
 QK0816| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX. 4.8 KM 0575057.0 |
 QK0816| QK0706 GREAT LAKES COMMUN TV SH MAST       APPROX. 7.0 KM 0834416.4 |
 QK0816| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX. 7.9 KM 0881903.4 |
 QK0816| CH1695 BERNARD RM 2                         22.748 METERS 14047     |
 QK0816| CH1693 BERNARD AZ MK                                      3561851.4 |
 QK0816|---------------------------------------------------------------------|
 QK0816
 QK0816                          SUPERSEDED SURVEY CONTROL
 QK0816
 QK0816  NAD 83(1986)-  45 20 42.11364(N)    085 04 01.55271(W) AD(       ) 2
 QK0816  NAD 27      -  45 20 42.07800(N)    085 04 01.35700(W) AD(       ) 2
 QK0816
 QK0816.Superseded values are not recommended for survey control.
 QK0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0816.See file dsdata.txt to determine how the superseded data were derived.
 QK0816
 QK0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5142523098(NAD 83)
 QK0816_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0816
 QK0816  HISTORY     - Date     Condition        Report By
 QK0816  HISTORY     - 1956     MONUMENTED       CGS
 QK0816  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0816  HISTORY     - 1981     GOOD             LOCENG
 QK0816  HISTORY     - 19960813 GOOD             USPSQD
 QK0816
 QK0816                          STATION DESCRIPTION
 QK0816
 QK0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0816'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF BOYNE CITY, 6 MILES
 QK0816'SOUTHWEST OF PETOSKEY AND
 QK0816'0.35 MILE SOUTH OF THE FARM HOUSE OF MR. BERNARD SCHWARTZFISHER, ON
 QK0816'THE HIGHEST POINT OF A SMALL
 QK0816'HILL, IN THE SOUTHEAST CORNER OF A PASTURE AND ON LAND OWNED
 QK0816'BY MR. SCHWARTZFISHER.  IT IS 72 FEET NORTH
 QK0816'OF AN EAST-WEST FENCE LINE, 71 FEET SOUTHWEST
 QK0816'OF A WHITE WITNESS POST AND 50 FEET WEST OF A NORTH-SOUTH
 QK0816'FENCE LINE.  THE MARK IS SET
 QK0816'10 INCHES UNDERGROUND AND THE DISK IS STAMPED BERNARD 1956.
 QK0816'
 QK0816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0816'THE SOUTHWEST EDGE OF PETOSKEY,
 QK0816'GO WEST ON U.S. HIGHWAY 31 FOR 4.4 MILES TO A SIDE ROAD LEFT AT SIGN
 QK0816'CAMP DAGGETT BOYS AND GIRLS.  TURN
 QK0816'LEFT AND GO SOUTH ON GRAVELED ROAD FOR 0.65 MILE TO
 QK0816'A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON
 QK0816'GRAVELED ROAD FOR 0.5 MILE TO THE FARM
 QK0816'HOME OF MR. BERNARD SCHWARTZFISHER ON THE LEFT.  TURN LEFT INTO
 QK0816'DRIVEWAY, PASSING BETWEEN HOUSE AND
 QK0816'BARN FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT AT SOUTHWEST
 QK0816'CORNER OF THE BARN.  CONTINUE
 QK0816'SOUTH ON FARM ROAD, PASSING THROUGH TWO ELECTRIC FENCE LINE GATES
 QK0816'FOR 0.25 MILE TO TOP OF HILL AND
 QK0816'STATION AS DESCRIBED.
 QK0816'
 QK0816'REFERENCE MARK 1 IS 2 FEET SOUTH OF THE WHITE WITNESS POST, SET UNDER
 QK0816'THE NORTH-SOUTH FENCE LINE.  THE
 QK0816'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BERNARD NO 1
 QK0816'1956.
 QK0816'
 QK0816'REFERENCE MARK 2 IS 17 FEET NORTH OF A FENCE CORNER, 9 FEET SOUTH OF
 QK0816'AN 18 INCH ELM TREE, SET
 QK0816'UNDER THE NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 3 INCHES
 QK0816'AND THE DISK IS STAMPED BERNARD NO
 QK0816'2 1956.
 QK0816'
 QK0816'THE AZIMUTH MARK IS 2 FEET WEST OF THE SOUTHWEST CORNER OF THE BARN,
 QK0816'1 FOOT SOUTHWEST OF A WHITE
 QK0816'WITNESS POST AND 1 FOOT WEST OF ELECTRIC FENCE LINE.  THE MARK IS
 QK0816'FLUSH AND THE DISK IS STAMPED
 QK0816'BERNARD 1956.
 QK0816'
 QK0816'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QK0816
 QK0816                          STATION RECOVERY (1967)
 QK0816
 QK0816'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0816'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QK0816'ROUTE DESCRIPTION
 QK0816'WAS ADEQUATE.
 QK0816
 QK0816                          STATION RECOVERY (1981)
 QK0816
 QK0816'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (LRF)
 QK0816'BERNARD 1956 RECOVERED EXCELLENT (ORIGINAL WITNESS POST INTACT
 QK0816'ALSO).
 QK0816'
 QK0816'BERNARD NO 1 1956 (R.M. 1) RECOVERED EXCELLENT.
 QK0816'
 QK0816'BERNARD NO 2 1956 (R.M. 2) RECOVERED EXCELLENT.
 QK0816'
 QK0816'BERNARD 1956 (AZIMUTH MARK) RECOVERED EXCELLENT.
 QK0816'
 QK0816'MR. BERNARD SCHWARTZFISHER WOULD LIKE TO HAVE THE AZIMUTH MARK
 QK0816'MOVED FOR CONSTRUCTION PURPOSES.  (PHONE 616-347-9301)
 QK0816'ADDRESS--6201 MARTINCHEK ROAD, PETOSKEY, MI. 49770 - (PLEASE
 QK0816'CONTACT).
 QK0816'
 QK0816'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF
 QK0816'BOYNE CITY, 6 MILES SW OF PETOSKEY.
 QK0816
 QK0816                          STATION RECOVERY (1996)
 QK0816
 QK0816'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1161 ***********************************************************************
 OJ1161  DESIGNATION -  BERNTHAL RESET
 OJ1161  PID         -  OJ1161
 OJ1161  STATE/COUNTY-  MI/TUSCOLA
 OJ1161  USGS QUAD   -  REESE (1973)
 OJ1161
 OJ1161                         *CURRENT SURVEY CONTROL
 OJ1161  ___________________________________________________________________
 OJ1161* NAD 83(1994)-  43 26 21.16029(N)    083 39 34.72532(W)     ADJUSTED  
 OJ1161* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 OJ1161  ___________________________________________________________________
 OJ1161  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 OJ1161  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OJ1161
 OJ1161  HORZ ORDER  -  FIRST
 OJ1161
 OJ1161.The horizontal coordinates were established by classical geodetic methods
 OJ1161.and adjusted by the National Geodetic Survey in February 1997..
 OJ1161
 OJ1161.The orthometric height was scaled from a topographic map.
 OJ1161
 OJ1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1161
 OJ1161.The geoid height was determined by GEOID03.
 OJ1161
 OJ1161;                    North         East     Units Scale Factor Converg.
 OJ1161;SPC MI S     -   215,648.340 4,057,235.498   MT  0.99995363   +0 28 52.1
 OJ1161;SPC MI S     -   707,507.68 13,311,140.09   iFT  0.99995363   +0 28 52.1
 OJ1161;UTM  17      - 4,813,026.511   284,762.787   MT  1.00016989   -1 49 46.0
 OJ1161
 OJ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1161!SPC MI S     -   0.99997483  x   0.99995363  =   0.99992846
 OJ1161!UTM  17      -   0.99997483  x   1.00016989  =   1.00014472
 OJ1161
 OJ1161|---------------------------------------------------------------------|
 OJ1161| PID    Reference Object                     Distance      Geod. Az  |
 OJ1161|                                                           dddmmss.s |
 OJ1161| OJ1163 BERNTHAL RM 1                        62.905 METERS 24138     |
 OJ1161| OJ1041 KAUL                                APPROX. 9.0 KM 2624731.7 |
 OJ1161| OJ1060 MUNGER MERRITT LUTH CHURCH          APPROX.13.6 KM 3124621.7 |
 OJ1161| OJ1164 BERNTHAL RM 2                        83.134 METERS 31700     |
 OJ1161| CH0812 BERNTHAL AZ MK                                     3502128.5 |
 OJ1161|---------------------------------------------------------------------|
 OJ1161
 OJ1161                          SUPERSEDED SURVEY CONTROL
 OJ1161
 OJ1161  NAD 83(1986)-  43 26 21.15044(N)    083 39 34.75196(W) AD(       ) 1
 OJ1161  NAD 27      -  43 26 21.06700(N)    083 39 34.89100(W) AD(       ) 1
 OJ1161
 OJ1161.Superseded values are not recommended for survey control.
 OJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1161.See file dsdata.txt to determine how the superseded data were derived.
 OJ1161
 OJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8476313027(NAD 83)
 OJ1161_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1161_SP_SET: CONCRETE POST
 OJ1161_STAMPING: BERNTHAL 1932 1982
 OJ1161_MARK LOGO: NGS   
 OJ1161_PROJECTION: RECESSED 46 CENTIMETERS
 OJ1161_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1161+STABILITY: SURFACE MOTION
 OJ1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1161+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1982
 OJ1161
 OJ1161  HISTORY     - Date     Condition        Report By
 OJ1161  HISTORY     - 1982     MONUMENTED       NGS
 OJ1161  HISTORY     - 19821015 SEE DESCRIPTION  NGS
 OJ1161  HISTORY     - 19821015 GOOD             NGS
 OJ1161  HISTORY     - 19990529 GOOD             USPSQD
 OJ1161
 OJ1161                          STATION DESCRIPTION
 OJ1161
 OJ1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OJ1161'BERNTHAL 1932 WAS REPORTED TO HAVE BEEN DISTURBED BY PLOWING AND IT
 OJ1161'WAS REQUESTED BY THE PROPERTY OWNER THAT IT BE LOWERED.  A NEW
 OJ1161'SURFACE DISK WAS SET 15 INCHES BELOW THE GROUND AT THIS TIME.
 OJ1161'STATION IS LOCATED IN QUAD. 430833, ABOUT 1.2 KM (0.7 MI) SOUTH AND
 OJ1161'2.4 KM (1.5 MI) EAST OF REESE, IN THE SOUTHWEST 1/4 OF THE SOUTHWEST
 OJ1161'1/4 SEC. 16, T 12 N, R 7 E AND ON PROPERTY OF MR. OSCAR BAUER (2417
 OJ1161'SOUTH QUANICASSEE ROAD, REESE, MI.48757).
 OJ1161'TO REACH FROM THE POST OFFICE IN REESE, GO NORTH ON GATES STREET FOR
 OJ1161'0.24 KM (0.15 MI) TO ITS JUNCTION WITH STATE ROUTE M-81.  TURN RIGHT
 OJ1161'AND GO EAST ON ROUTE M-81 FOR 2.88 KM (1.79 MI) TO A CROSSROAD, (S.
 OJ1161'QUANICASSEE RD).  TURN RIGHT AND GO SOUTH ON S. QUANCASSEE RD FOR
 OJ1161'1.28 KM (0.80 MI) TO A DRIVEWAY LEFT LEADING INTO MR. BAUERS FARM
 OJ1161'YARD.  TURN LEFT INTO DRIVEWAY AND GO EAST FOR 0.08 KM (0.05 MI) ,
 OJ1161'THENCE BEAR LEFT BETWEEN THE FARM BUILDINGS GOING NORTH INTO
 OJ1161'CULTIVATED FIELD FOR 0.08 KM (0.05 MI) TO THE STATION MARK.
 OJ1161'STATION MARK IS RECESSED 0.46 M (1.51 FT) BELOW GROUND. LOCATED 272.75
 OJ1161'FEET NORTH-NORTHWEST FROM BERNTHAL NO 2 1932, 68.58 M (225.00 FT)
 OJ1161'SOUTH-SOUTHEAST FROM A UTILITY POLE, 65.53 M (214.99 FT) EAST FROM THE
 OJ1161'CENTER OF S. QUANICASSEE RD, 206.38 FEET SOUTHWEST FROM BERNTHAL NO 1
 OJ1161'1932, 41.45 M (135.99 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 OJ1161'OF A SHED AND 12.19 M (39.99 FT) EAST FROM A NORTH-SOUTH OVERHEAD
 OJ1161'POWER LINE.
 OJ1161'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 OJ1161
 OJ1161                          STATION RECOVERY (1982)
 OJ1161
 OJ1161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1161'THE SURFACE DISK WAS REPORTED TO HAVE BEEN DISTURBED BY PLOW AND IT
 OJ1161'WAS REQUESTED BY PROPERTY OWNER THAT IT BE LOWERED.  A NEW SURFACE
 OJ1161'DISK WAS SET 15 INCHES BELOW THE GROUND AT THIS TIME.  REFERENCE MARK
 OJ1161'2 WAS FOUND IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND LEANING
 OJ1161'TOWARDS THE WEST.  THIS MONUMENT WAS DUG OUT AND REPLACED IN ITS
 OJ1161'ORIGINAL POSITION AS BEFORE.  NO SUITABLE LOCATION WAS FOUND TO
 OJ1161'ESTABLISH A NEW AZIMUTH MARK AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 OJ1161'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH AND 1 - 1/2 MILE EAST
 OJ1161'OF REESE T 12 N R 7 E IN SW 1/4 OF SW 1/4 SEC 16 AND ON PROPERTY OF MR
 OJ1161'OSCAR BAUER, 2417 S QUANICASSEE RD, REESE MI 48757. TO REACH THE
 OJ1161'STATION FROM THE POST OFFICE IN REESE, MI 48757, GO NORTH ON GATES ST
 OJ1161'FOR 0.15 MILE (0.24 KM) TO ITS JUNCTIN WITH STATE HIGHWAY M-81.  TURN
 OJ1161'RIGHT AND GO EAST ON M-81 FOR 1.8 MILES (2.9 KM) TO A CROSSROAD, S
 OJ1161'QUANICASSEE RD.  TURN RIGHT AND GO SOUTH ON S QUANICASSEEE RD FOR
 OJ1161'0.8 MILE (1.3 KM) TO A DRIVEWAY LEFT LEADING INTO MR BAUERS FARM YARD.
 OJ1161'TURN LEFT INTO DRIVEWAY FOR ABOUT 0.5 MILE (0.8 KM) BEAR LEFT BETWEEN
 OJ1161'THE FARM BUILDINGS GOING NORTH INTO CULTIVATED FIELD FOR 0.5 MILE (0.8
 OJ1161'KM) AND THE STATION MARK 15 INCHES BELOW THE GROUND.
 OJ1161' 
 OJ1161'THE STATION IS A STANDARD NGS DISK STAMPED BERNTHAL--1932 1982--,  SET
 OJ1161'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 15 INCHES (46 CM) IN
 OJ1161'DIAMETER, RECESSED 15 INCHES (46 CM) BELOW THE GROUND.  THE STATION IS
 OJ1161'LOCATED 65.53 METERS (214.99 FT) EAST FROM THE APPROXIMATE CENTER OF S
 OJ1161'QUANICASSEE RD, 68.58 METERS (225.00 FT) SOUTH-SOUTHEAT FROM A UTILITY
 OJ1161'POLE, 41.45 METERS (135.99 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 OJ1161'OF A SHED AND 12.19 METERS (39.99 FT) EAST OF A NORTH-SOUTH POWER
 OJ1161'LINE.
 OJ1161' 
 OJ1161'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BERNTHAL NO 1
 OJ1161'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 OJ1161'(37 CM) IN DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.
 OJ1161'THE STATION IS LOCATED 37.79 METERS (123.98 FT) WEST FROM THE
 OJ1161'NORTHWEST CORNER OF THE SHED, 10.06 METERS (33.01 FT) EAST FROM THE
 OJ1161'APPROXIMATE CENTER OF S QUANICASSEE RD, 0.30 METERS (0.98 FT) EAST
 OJ1161'FROM A WITNESS POST AND 16.76 METERS (54.99 FT) NORTH FROM A 16 INCH
 OJ1161'CULVERT AND 0.6 METERS (2.0 FT) HIGHER THAN THE STATION.
 OJ1161' 
 OJ1161'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BERNTHAL NO 2
 OJ1161'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 OJ1161'(37 CM) IN DIAMETER PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE
 OJ1161'STATION IS LOCATED 40.84 METERS (133.99 FT) WEST FROM THE UTILITY
 OJ1161'POLE, 9.85 METERS (32.32 FT) EAST FROM THE APPROXIMATE CENTER OF S
 OJ1161'QUANICASSEE ROAD AND 0.18 METERS (0.59 FT) EAST FROM A WITNESS POST
 OJ1161'AND 0.9 METERS (3.0 FT) HIGHER THAN THE STATION.
 OJ1161
 OJ1161                          STATION RECOVERY (1999)
 OJ1161
 OJ1161'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0464 ***********************************************************************
 PL0464  DESIGNATION -  BERRY
 PL0464  PID         -  PL0464
 PL0464  STATE/COUNTY-  MI/ROSCOMMON
 PL0464  USGS QUAD   -  MEREDITH (1969)
 PL0464
 PL0464                         *CURRENT SURVEY CONTROL
 PL0464  ___________________________________________________________________
 PL0464* NAD 83(1994)-  44 10 43.66289(N)    084 37 06.83796(W)     ADJUSTED  
 PL0464* NAVD 88     -       404.01   (+/-2cm)    1325.5    (feet)  VERTCON   
 PL0464  ___________________________________________________________________
 PL0464  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 PL0464  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 PL0464
 PL0464  HORZ ORDER  -  FIRST
 PL0464  VERT ORDER  -  THIRD ? (See Below)
 PL0464
 PL0464.The horizontal coordinates were established by classical geodetic methods
 PL0464.and adjusted by the National Geodetic Survey in February 1997..
 PL0464
 PL0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0464.The vertical order pertains to the NGVD 29 superseded value.
 PL0464
 PL0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0464
 PL0464.The geoid height was determined by GEOID03.
 PL0464
 PL0464;                    North         East     Units Scale Factor Converg.
 PL0464;SPC MI C     -    95,833.239 5,979,856.888   MT  1.00000104   -0 10 40.6
 PL0464;SPC MI C     -   314,413.51 19,618,953.04   iFT  1.00000104   -0 10 40.6
 PL0464;UTM  16      - 4,894,489.279   690,356.700   MT  1.00004567   +1 39 36.4
 PL0464
 PL0464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0464!SPC MI C     -   0.99994202  x   1.00000104  =   0.99994306
 PL0464!UTM  16      -   0.99994202  x   1.00004567  =   0.99998769
 PL0464
 PL0464|---------------------------------------------------------------------|
 PL0464| PID    Reference Object                     Distance      Geod. Az  |
 PL0464|                                                           dddmmss.s |
 PL0464| CH1698 BERRY RM 2                           21.589 METERS 09259     |
 PL0464| CH1696 BERRY AZ MK                                        3540014.9 |
 PL0464| CH1697 BERRY RM 1                           37.049 METERS 35656     |
 PL0464|---------------------------------------------------------------------|
 PL0464
 PL0464                          SUPERSEDED SURVEY CONTROL
 PL0464
 PL0464  NAD 83(1986)-  44 10 43.65824(N)    084 37 06.84548(W) AD(       ) 1
 PL0464  NAD 27      -  44 10 43.59026(N)    084 37 06.77451(W) AD(       ) 1
 PL0464  NGVD 29 (07/19/86)  404.13   (m)         1325.9    (f) LEVELING    3  
 PL0464
 PL0464.Superseded values are not recommended for survey control.
 PL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0464.See file dsdata.txt to determine how the superseded data were derived.
 PL0464
 PL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9035794489(NAD 83)
 PL0464_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0464
 PL0464  HISTORY     - Date     Condition        Report By
 PL0464  HISTORY     - 1932     MONUMENTED       CGS
 PL0464  HISTORY     - 1980     GOOD             MIDH
 PL0464
 PL0464                          STATION DESCRIPTION
 PL0464
 PL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0464'ABOUT 8 MILES SOUTH OF
 PL0464'HOUGHTON LAKE, 15
 PL0464'MILES NORTHWEST OF GLADWIN, IN SE 1/4 SEC. 25, T. 21 N. R. 3 W.,
 PL0464'ON HIGH POINT OF RIDGE, 121.55 FEET
 PL0464'SOUTH OF CENTER OF HOUGHTON SOUTHEAST FIRE
 PL0464'LOOKOUT TOWER, 40 FEET SOUTHEAST OF ROAD TO TIRE
 PL0464'TOWER, AND 40 FEET NORTH OF FIREBREAK.
 PL0464'TO REACH FROM PRUDENVILLE, GO SOUTH 8.6 MILES ON ROUTE M-18 TO ROAD
 PL0464'LEADING EAST TO
 PL0464'TOWER AT SUMMIT OF HILL, AND FOLLOW THIS ROAD EAST 0.1 MILE TO
 PL0464'STATION SITE.  SURFACE AND
 PL0464'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 PL0464'NOTE 1A AND 7A.  UPPER MARK PROJECTS
 PL0464'8 INCHES.  REFERENCE AND AZIMUTH
 PL0464'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 PL0464'11A.  NO. 1 PROJECTS 4 INCHES,
 PL0464'IS AT CENTER OF TOWER, AND 121.55 FEET FROM STATION IN AZIMUTH 176
 PL0464'DEG 56 MIN.  NO. 2 PROJECTS 4
 PL0464'INCHES, IS 36 FEET NORTH OF FIREBREAK, AND 70.83 FEET FROM STATION IN
 PL0464'AZIMUTH 272 DEG 59 MIN.
 PL0464'AZIMUTH MARK PROJECTS 3 INCHES, IS 60 FEET WEST OF ROUTE
 PL0464'M-18, 25 FEET NORTH OF EAST-AND-WEST SAND
 PL0464'ROAD, AND APPROXIMATELY 0.8 MILE FROM
 PL0464'STATION IN AZIMUTH 174 DEG 00 MIN 19 SEC.  AZIMUTH FROM
 PL0464'STATION TO HOUGHTON LAKE, FIRE
 PL0464'LOOKOUT TOWER IS 139 DEG 52 MIN 45 SEC.
 PL0464
 PL0464                          STATION RECOVERY (1980)
 PL0464
 PL0464'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0464'THE STATION MARK, REFERENCE MARK 1 AND 2, AND THE AZIMUTH MARK WERE
 PL0464'FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS WERE NOT
 PL0464'MEASURED.  THE 1978 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0681 ***********************************************************************
 QK0681  DESIGNATION -  BERRYS
 QK0681  PID         -  QK0681
 QK0681  STATE/COUNTY-  MI/CHARLEVOIX
 QK0681  USGS QUAD   -  ELMIRA (1986)
 QK0681
 QK0681                         *CURRENT SURVEY CONTROL
 QK0681  ___________________________________________________________________
 QK0681* NAD 83(1994)-  45 06 57.44102(N)    084 45 17.97649(W)     ADJUSTED  
 QK0681* NAVD 88     -       457.     (meters)    1499.     (feet)  SCALED    
 QK0681  ___________________________________________________________________
 QK0681  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 QK0681  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 QK0681
 QK0681  HORZ ORDER  -  FIRST
 QK0681
 QK0681.The horizontal coordinates were established by classical geodetic methods
 QK0681.and adjusted by the National Geodetic Survey in February 1997..
 QK0681
 QK0681.The orthometric height was scaled from a topographic map.
 QK0681
 QK0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0681
 QK0681.The geoid height was determined by GEOID03.
 QK0681
 QK0681;                    North         East     Units Scale Factor Converg.
 QK0681;SPC MI C     -   200,010.409 5,969,446.127   MT  0.99991723   -0 16 27.5
 QK0681;SPC MI C     -   656,202.13 19,584,797.00   iFT  0.99991723   -0 16 27.5
 QK0681;UTM  16      - 4,998,283.576   676,583.480   MT  0.99998342   +1 35 27.9
 QK0681
 QK0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0681!SPC MI C     -   0.99993384  x   0.99991723  =   0.99985108
 QK0681!UTM  16      -   0.99993384  x   0.99998342  =   0.99991726
 QK0681
 QK0681:                Primary Azimuth Mark                     Grid Az
 QK0681:SPC MI C     -  HUDSON                                   002 33 11.8
 QK0681:UTM  16      -  HUDSON                                   000 41 16.4
 QK0681
 QK0681|---------------------------------------------------------------------|
 QK0681| PID    Reference Object                     Distance      Geod. Az  |
 QK0681|                                                           dddmmss.s |
 QK0681| QK0679 HUDSON                              APPROX. 6.1 KM 0021644.3 |
 QK0681| CH1699 BERRYS RM 1                          27.857 METERS 14453     |
 QK0681| CH1700 BERRYS RM 2                          74.136 METERS 16114     |
 QK0681| QK0682 TT 5 RC USGS 1956                    27.300 METERS 23917     |
 QK0681|---------------------------------------------------------------------|
 QK0681
 QK0681                          SUPERSEDED SURVEY CONTROL
 QK0681
 QK0681  NAD 83(1986)-  45 06 57.43495(N)    084 45 17.98058(W) AD(       ) 1
 QK0681  NAD 27      -  45 06 57.38439(N)    084 45 17.85612(W) AD(       ) 1
 QK0681
 QK0681.Superseded values are not recommended for survey control.
 QK0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0681.See file dsdata.txt to determine how the superseded data were derived.
 QK0681
 QK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7658398284(NAD 83)
 QK0681_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0681
 QK0681  HISTORY     - Date     Condition        Report By
 QK0681  HISTORY     - 1956     MONUMENTED       CGS
 QK0681
 QK0681                          STATION DESCRIPTION
 QK0681
 QK0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0681'THE STATION IS ABOUT 5 MILES SOUTHWEST OF VANDERBILT, 6-1/2 MILES
 QK0681'NORTHWEST OF GAYLORD, 6
 QK0681'MILES NORTHEAST OF ELMIRA, IN A CLEARED AREA ON THE EAST SIDE OF A
 QK0681'TRACK ROAD, ON PROPERTY OWNED BY
 QK0681'MR. H. SCOTT, WHO LIVES IN VANDERBILT.  IT IS 60 FEET EAST
 QK0681'OF THE CENTERLINE OF THE TRACK ROAD, 27 FEET
 QK0681'NORTHEAST OF A CLUSTER OF 4 MAPLE TREES,
 QK0681'20 FEET SOUTHWEST OF A TWIN TRUNK ELM TREE AND 6 FEET SOUTH OF
 QK0681'A WHITE WITNESS POST.  THE MARK
 QK0681'PROJECTS 4 INCHES AND THE DISK IS STAMPED BERRYS 1956.
 QK0681'
 QK0681'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND U. S.
 QK0681'HIGHWAY 27 IN THE NORTHEAST
 QK0681'SIDE OF GAYLORD, GO NORTH ON HIGHWAY 27 FOR 3.0 MILES TO A PAVED
 QK0681'CROSSROAD.  TURN LEFT AND GO WEST ON A
 QK0681'PAVED ROAD FOR 2.95 MILES TO A CROSSROAD.  TURN RIGHT
 QK0681'AND GO NORTH ON A PAVED ROAD FOR 1.0 MILE TO
 QK0681'A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 QK0681'A PAVED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 QK0681'NORTH ON A GRAVEL ROAD FOR 1.0 MILE
 QK0681'TO A STONE SCHOOLHOUSE IN THE NORTHEAST ANGLE OF A CROSSROAD.
 QK0681'CONTINUE NORTH ON A TRACK ROAD FOR
 QK0681'1.05 MILES TO AN OPEN FIELD ON THE LEFT AND THE STATION ON THE
 QK0681'RIGHT.
 QK0681'
 QK0681'REFERENCE MARK 1 IS 18 FEET SOUTHWEST OF A TRIPLE TRUNK MAPLE TREE
 QK0681'AND 30 FEET NORTHWEST OF AN
 QK0681'8 INCH ELM TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE.  THE MARK
 QK0681'PROJECTS 4 INCHES AND THE DISK IS
 QK0681'STAMPED BERRYS NO 1 1956.
 QK0681'
 QK0681'REFERENCE MARK 2 IS 18 FEET SOUTHWEST OF A CLUSTER OF 5 MAPLE TREES,
 QK0681'22 FEET NORTHEAST OF A 14 INCH
 QK0681'MAPLE TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE, 10 FEET
 QK0681'SOUTHWEST OF THE CENTERLINE OF A
 QK0681'DIM WOODS ROAD AND 3 FEET NORTH OF A WHITE WITNESS POST.
 QK0681'THE MARK PROJECTS 4 INCHES AND THE DISK
 QK0681'IS STAMPED BERRYS NO 2 1956.
 QK0681'
 QK0681'TT 5 RC (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 18 FEET WEST
 QK0681'OF THE CENTERLINE OF A TRACK ROAD,
 QK0681'4 FEET NORTHEAST OF A TWIN TRUNK MAPLE TREE AND 9 FEET SOUTHEAST
 QK0681'OF AN IRREGULAR SHAPED BOULDER.  IT
 QK0681'IS A ROUND CONCRETE POST, 6 INCHES IN DIAMETER,
 QK0681'PROJECTING 6 INCHES, WITH A STANDARD U.S. GEOLOGICAL
 QK0681'SURVEY BENCH MARK DISK IN THE
 QK0681'TOP, STAMPED TT 5 RC 1953.  1500 (FEET ELEVATION).
 QK0681'
 QK0681'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0681'
 QK0681'REFERENCE MARK 2 WAS ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE SO
 QK0681'THAT AN AZIMUTH BETTER
 QK0681'THAN THE ORDINARY REFERENCE MARK WOULD BE AVAILABLE.
 QK0681'
 QK0681'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2267 ***********************************************************************
 ME2267  DESIGNATION -  BERTRAND RESET
 ME2267  PID         -  ME2267
 ME2267  STATE/COUNTY-  MI/BERRIEN
 ME2267  USGS QUAD   -  GALIEN (1971)
 ME2267
 ME2267                         *CURRENT SURVEY CONTROL
 ME2267  ___________________________________________________________________
 ME2267* NAD 83(1994)-  41 46 44.99377(N)    086 22 39.75124(W)     ADJUSTED  
 ME2267* NAVD 88     -       285.9    (meters)     938.     (feet)  VERTCON   
 ME2267  ___________________________________________________________________
 ME2267  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 ME2267  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 ME2267
 ME2267  HORZ ORDER  -  FIRST
 ME2267
 ME2267.The horizontal coordinates were established by classical geodetic methods
 ME2267.and adjusted by the National Geodetic Survey in February 1997..
 ME2267
 ME2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 ME2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 ME2267
 ME2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2267
 ME2267.The geoid height was determined by GEOID03.
 ME2267
 ME2267;                    North         East     Units Scale Factor Converg.
 ME2267;SPC MI S     -    33,007.067 3,832,809.421   MT  1.00009137   -1 22 06.9
 ME2267;SPC MI S     -   108,290.90 12,574,834.06   iFT  1.00009137   -1 22 06.9
 ME2267;SPC IN E     -   725,334.882    40,888.179   MT  1.00000965   -0 28 25.5
 ME2267;SPC IN E     - 2,379,702.86    134,147.30   sFT  1.00000965   -0 28 25.5
 ME2267;UTM  16      - 4,625,444.749   551,714.609   MT  0.99963291   +0 24 52.6
 ME2267
 ME2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2267!SPC MI S     -   0.99996045  x   1.00009137  =   1.00005182
 ME2267!SPC IN E     -   0.99996045  x   1.00000965  =   0.99997010
 ME2267!UTM  16      -   0.99996045  x   0.99963291  =   0.99959338
 ME2267
 ME2267:                Primary Azimuth Mark                     Grid Az
 ME2267:SPC MI S     -  NILES MUNICIPAL STANDPIPE                056 39 33.5
 ME2267:SPC IN E     -  NILES MUNICIPAL STANDPIPE                055 45 52.1
 ME2267:UTM  16      -  NILES MUNICIPAL STANDPIPE                054 52 34.0
 ME2267
 ME2267|---------------------------------------------------------------------|
 ME2267| PID    Reference Object                     Distance      Geod. Az  |
 ME2267|                                                           dddmmss.s |
 ME2267| ME2266 NILES MUNICIPAL STANDPIPE           APPROX.12.8 KM 0551726.6 |
 ME2267| CM2781 BERTRAND RM EAST                     10.381 METERS 09910     |
 ME2267| ME2234 S BEND NOTRE DAME AD BLDG DOME      APPROX.14.3 KM 1261102.2 |
 ME2267| ME2211 S BEND NOTRE DAME SACR HRT CH       APPROX.14.3 KM 1263522.0 |
 ME2267| ME2244 S BEND STUDEBAKER CORP TANK         APPROX.16.0 KM 1401616.4 |
 ME2267| ME2236 SOUTH BEND BENDIX CORP STACK        APPROX.13.1 KM 1465228.4 |
 ME2267| ME2239 SOUTH BEND BENDIX AV CORP BCN       APPROX.12.6 KM 1473733.6 |
 ME2267| CM2779 BERTRAND RM 1                        26.121 METERS 21445     |
 ME2267| ME2261 CARLISLE                            APPROX.15.7 KM 2180826.6 |
 ME2267| ME2412 NEW CARLISLE MUNICIPAL TANK         APPROX.13.8 KM 2344855.0 |
 ME2267| CM2780 BERTRAND RM 2                        20.342 METERS 31404     |
 ME2267| ME2406 BRIDGMAN MUNICIPAL TANK             APPROX.22.9 KM 3223055.4 |
 ME2267| CM2782 BERTRAND RM NORTH                     9.732 METERS 35821     |
 ME2267|---------------------------------------------------------------------|
 ME2267
 ME2267                          SUPERSEDED SURVEY CONTROL
 ME2267
 ME2267  NAD 83(1986)-  41 46 44.99541(N)    086 22 39.75743(W) AD(       ) 1
 ME2267  NAD 27      -  41 46 44.81060(N)    086 22 39.70990(W) AD(       ) 1
 ME2267  NGVD 29 (07/19/86)  286.0    (m)          938.     (f) VERT ANG       
 ME2267
 ME2267.Superseded values are not recommended for survey control.
 ME2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2267.See file dsdata.txt to determine how the superseded data were derived.
 ME2267
 ME2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5171525445(NAD 83)
 ME2267_MARKER: DD = SURVEY DISK
 ME2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2267
 ME2267  HISTORY     - Date     Condition        Report By
 ME2267  HISTORY     - 1932     MONUMENTED       USLS
 ME2267  HISTORY     - 1942     GOOD             CGS
 ME2267  HISTORY     - 1971     GOOD             NGS
 ME2267  HISTORY     - 1975     GOOD             NGS
 ME2267  HISTORY     - 1980     GOOD             MIDH
 ME2267
 ME2267                          STATION DESCRIPTION
 ME2267
 ME2267'DESCRIBED BY US LAKE SURVEY 1932 (HCW)
 ME2267'ABOUT 10 MILES NORTHWEST OF SOUTH BEND, IND., ABOUT 4 MILES SOUTH OF
 ME2267'BUCHANAN (STATION
 ME2267'ON THE MICHIGAN CENTRAL RAILROAD), IN NORTHEAST CORNER OF
 ME2267'SEC. 15, T. 8 S., R. 18 W., ON
 ME2267'EASTERLY SUMMIT OF WOODED SANDY RIDGE, 30 YARDS
 ME2267'WEST OF WEST EDGE OF FIELD AT EAST FOOT OF KNOLL,
 ME2267'ON LAND OWNED BY THE KERN ESTATE,
 ME2267'ADMINISTRATOR OF ESTATE BEING TOM KERN OF BARRON LAKE.  TO REACH
 ME2267'FROM BUCHANAN, GO
 ME2267'SOUTH 1.7 MILES ON MICHIGAN ROUTE 174 TO MICHIGAN ROUTE 60,
 ME2267'KEEP STRAIGHT AHEAD ON MACADAM
 ME2267'ROAD 2.0 MILES TO SANDY DIRT ROAD LEADING WEST
 ME2267'JUST BEYOND WHITE HOUSE WITH TWO FIR TREES IN
 ME2267'FRONT YARD, FOLLOW DIRT ROAD WEST
 ME2267'1.0 MILE TO TRIANGLE-BLAZED 2-FOOT MAPLE TREE NORTH OF ROAD AND
 ME2267'JUST OVER SUMMIT OF HILL,
 ME2267'TURN NORTH AND GO ABOUT 200 YARDS ON WHEEL TRACKS TO STUMPY CLEARING
 ME2267'WHERE DIM TRACE OF OLD ROAD
 ME2267'LEADS NORTH ABOUT 200 YARDS ALMOST TO STATION SITE.
 ME2267'ORIGINALLY MARKED BY SURFACE AND UNDERGROUND
 ME2267'STONE POSTS, UNDERGROUND POST
 ME2267'BEING 3 FEET BELOW SURFACE OF GROUND.  IN 1932 STATION WAS
 ME2267'RECOVERED AND REMARKED WITH
 ME2267'STANDARD STATION DISK STAMPED BERTRAND U. S. L. S. 1877-1932.
 ME2267'ORIGINAL REFERENCE
 ME2267'MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND BEARINGS
 ME2267'FROM STATION- ONE 31.8 FEET, N 01 DEG 39 MIN W.
 ME2267'ONE, ON SECTION LINE BETWEEN SECTIONS 14
 ME2267'AND 15, 33.9 FEET, S 99 DEG 10 MIN W AND ONE (NOT
 ME2267'RECOVERED IN 1932) ORIGINALLY REPORTED
 ME2267'AS BEING AT BERRIEN COUNTY-CORNER OF SECS. 14, 15, 22, 23, T. 8 S., R.
 ME2267'18 W. (U.S.L.S.), 309.7
 ME2267'METERS (1,016 FEET) FROM STATION ON BEARING S. 2 DEG 47 MIN E.  TWO
 ME2267'REFERENCE MARKS, STANDARD REFERENCE
 ME2267'DISKS, WERE ESTABLISHED IN 1932.  NO. 1 IS 85.68
 ME2267'FEET FROM STATION S 34 DEG 45 MIN W.
 ME2267'NO. 2 IS 66.67 FEET FROM STATION
 ME2267'N 45 DEG 56 MIN W.  FOLLOWING BEARINGS ARE FROM STATION- NEW
 ME2267'CARLISLE, MUNICIPAL TANK, FINIAL
 ME2267'LIGHT, S 54 DEG 04 MIN W, SOUTH BEND, BENDIX CORPORATION, CENTER
 ME2267'OF NEON SIGN, S 32 DEG 53 MIN E.
 ME2267
 ME2267                          STATION RECOVERY (1942)
 ME2267
 ME2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (JM)
 ME2267'ORIGIANL DESCRIPTION SUFFICES
 ME2267
 ME2267                          STATION RECOVERY (1971)
 ME2267
 ME2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2267'THE STATION SITE WAS NOT VISITED BUT A MR. RALPH HURLEY WAS
 ME2267'CONTACTED AT 4475
 ME2267'CURRAN ROAD AND STATED THAT THE MARKS WERE ON HIS
 ME2267'PROPERTY AND THAT HE WOULD BE GLAD
 ME2267'TO POINT THE MARKS OUT AT A LATER
 ME2267'DATE WHEN BRUSH AND WEEDS IN THE AREA ARE DEAD.  IT
 ME2267'IS INTENDED FOR
 ME2267'THIS PARTY TO RETURN AND OCCUPY THE STATION FOR A NEW DESCRIPTION AT
 ME2267'A LATER DATE.
 ME2267'
 ME2267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES SOUTH
 ME2267'OF BUCHANAN
 ME2267
 ME2267                          STATION RECOVERY (1975)
 ME2267
 ME2267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 ME2267'THE STATION MARK, REFERENCE MARKS 1, 2 AND U.S.L.S. REFERENCE MARKS
 ME2267'WERE FOUND IN GOOD CONDITION.  DUE TO THE DIFFERENCE IN ELEVATION OF
 ME2267'THE STATION MARK AND RM 2 THE DISTANCE TO THE RM SHOULD BE CHECKED
 ME2267'CAREFULLY.
 ME2267'
 ME2267'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF SOUTH BEND,
 ME2267'INDIANA AND ON A VERY HEAVILY WOODED HILL.  IT IS ON THE HIGHEST PART
 ME2267'OF THE HILL.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 ME2267'STAMPED BERTRAND USLS 1877 1932.
 ME2267'
 ME2267'TO REACH THE STATION FROM THE INTERSECTION OF REDBUD TRAIL S AND
 ME2267'FRONT STREET IN BUCHANAN, GO SOUTH ON REDBUD TRAIL S FOR 1.6 MILES TO
 ME2267'U.S.  HIGHWAY 12.  CONTINUE SOUTH FOR 2.1 MILES TO A SIDE ROAD
 ME2267'RIGHT.  TURN RIGHT AND GO WEST ON CURRAN ROAD FOR 1.0 MILE TO A
 ME2267'FIELD ROAD RIGHT JUST BEFORE REACHING THE CREST OF A SMALL HILL.
 ME2267'FROM HERE PACK IN A NORTHERLY DIRECTION ACROSS FIELD AND WOODS FOR
 ME2267'ABOUT 1/4 MILE TO THE HIGHEST HILL OF TWO AND THE STATION ON THE
 ME2267'HIGHEST PART.
 ME2267'
 ME2267'REFERENCE MARK 1 IS ABOUT 3 FEET LOWER THAN THE STATION.  THE
 ME2267'MONUMENT PROJECTS 4 INCHES AND THE DISK IS STAMPED BERTRAND USLS 1877
 ME2267'1932 NO 1.
 ME2267'
 ME2267'REFERENCE MARK 2 IS ABOUT 8 FEET LOWER THAN THE STATION.  THE
 ME2267'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED BERTRAND USLS
 ME2267'1877 1932 NO 2.
 ME2267'
 ME2267'THE U.S.L.S. RMS ARE SMALL DRILL HOLE IN THE TOP OF A 6X6 INCH
 ME2267'GRANITE POST WITH A US CHISELED ON THE TOP AND THEY PROJECT ABOUT 6
 ME2267'INCHES.  ONE IS NORTH OF THE STATION AND THE OTHER IS EAST OF THE
 ME2267'STATION.
 ME2267'
 ME2267'NOTE--DUE TO THE STATION BEING IN VERY HEAVY FOREST THERE WAS NO
 ME2267'AZIMUTH MARK SET AT THIS STATION.
 ME2267'
 ME2267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 ME2267'BUCHANAN.
 ME2267
 ME2267                          STATION RECOVERY (1980)
 ME2267
 ME2267'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 ME2267'STATION AND RM 2 RECOVERED IN GOOD CONDITION.  RM 1 IS NOW IN THE
 ME2267'MIDDLE OF A 2 TRACK LANE AND HAS BEEN DISTURBED.  NO CHECK ON
 ME2267'DISTANCES OR DIRECTIONS WERE MADE.
 ME2267'
 ME2267'TO REACH FROM POST OFFICE IN BUCHANAN, GO EAST ON FRONT STREET 0.2
 ME2267'MILES TO THE CROSSROADS OF FRONT STREET AND RED BUD TRAIL, TURN RIGHT
 ME2267'AND GO SOUTH ON RED BUD TRAIL 1.6 MILES TO A CROSSROAD (US 12),
 ME2267'CONTINUE SOUTH ON REDBUD TRAIL 2.0 MILES TO A TEE INTERSECTION, TURN
 ME2267'RIGHT AND GO WEST ON CURRAN ROAD 1.0 MILE TO A DRIVEWAY ON THE RIGHT,
 ME2267'TURN  RIGHT (NORTH) AND PROCEED UP HILL FOR 0.20 MILES TO STATION ON
 ME2267'THE RIGHT AT TOP OF HILL.  OWNER IS NOW VERNON PARKS, PHONE NUMBER
 ME2267'695 6590.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1569 ***********************************************************************
 NE1569  DESIGNATION -  BERZPORT
 NE1569  PID         -  NE1569
 NE1569  STATE/COUNTY-  MI/MACOMB
 NE1569  USGS QUAD   -  WALDENBURG (1980)
 NE1569
 NE1569                         *CURRENT SURVEY CONTROL
 NE1569  ___________________________________________________________________
 NE1569* NAD 83(1994)-  42 39 33.65519(N)    082 58 09.86530(W)     ADJUSTED  
 NE1569* NAVD 88     -       184.5    (meters)     605.     (feet)  GPS OBS   
 NE1569  ___________________________________________________________________
 NE1569  X           -     575,006.147 (meters)                     COMP
 NE1569  Y           -  -4,662,466.760 (meters)                     COMP
 NE1569  Z           -   4,299,850.255 (meters)                     COMP
 NE1569  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NE1569  ELLIP HEIGHT-         149.78  (meters)          (07/12/02) GPS OBS
 NE1569  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NE1569
 NE1569  HORZ ORDER  -  FIRST
 NE1569  ELLP ORDER  -  FOURTH    CLASS II
 NE1569
 NE1569.This mark is at Berz-Macomb Airport (UIZ)
 NE1569
 NE1569.The horizontal coordinates were established by GPS observations
 NE1569.and adjusted by the National Geodetic Survey in September 1995..
 NE1569
 NE1569.The orthometric height was determined by GPS observations and a
 NE1569.high-resolution geoid model.
 NE1569
 NE1569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1569
 NE1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1569
 NE1569.The ellipsoidal height was determined by GPS observations
 NE1569.and is referenced to NAD 83.
 NE1569
 NE1569.The geoid height was determined by GEOID03.
 NE1569
 NE1569;                    North         East     Units Scale Factor Converg.
 NE1569;SPC MI S     -   129,727.772 4,114,546.242   MT  0.99991460   +0 57 03.2
 NE1569;SPC MI S     -   425,616.05 13,499,167.46   iFT  0.99991460   +0 57 03.2
 NE1569;UTM  17      - 4,724,867.356   338,590.303   MT  0.99992054   -1 20 05.4
 NE1569
 NE1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1569!SPC MI S     -   0.99997651  x   0.99991460  =   0.99989111
 NE1569!UTM  17      -   0.99997651  x   0.99992054  =   0.99989705
 NE1569
 NE1569:                Primary Azimuth Mark                     Grid Az
 NE1569:SPC MI S     -  BERZPORT AZ MK                           036 46 39.6
 NE1569:UTM  17      -  BERZPORT AZ MK                           039 03 48.2
 NE1569
 NE1569|---------------------------------------------------------------------|
 NE1569| PID    Reference Object                     Distance      Geod. Az  |
 NE1569|                                                           dddmmss.s |
 NE1569| NE1570 BERZPORT AZ MK                      483.999 METERS 0374342.8 |
 NE1569|---------------------------------------------------------------------|
 NE1569
 NE1569                          SUPERSEDED SURVEY CONTROL
 NE1569
 NE1569  ELLIP H (09/20/95)  149.79   (m)                       GP(       ) 1 2
 NE1569  NAD 83(1986)-  42 39 33.65128(N)    082 58 09.92210(W) AD(       ) 1
 NE1569  NAD 83(1986)-  42 39 33.64814(N)    082 58 09.89822(W) AD(       ) 3
 NE1569  NGVD 29 (03/27/91)  184.8    (m)          606.     (f) GPS OBS        
 NE1569
 NE1569.Superseded values are not recommended for survey control.
 NE1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1569.See file dsdata.txt to determine how the superseded data were derived.
 NE1569
 NE1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3859024867(NAD 83)
 NE1569_MARKER: I = METAL ROD
 NE1569_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1569_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1569_STAMPING: BERZPORT 1989
 NE1569_MARK LOGO: NGS   
 NE1569_PROJECTION: FLUSH
 NE1569_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1569+STABILITY: POSITION/ELEVATION WELL
 NE1569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1569+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 NE1569_ROD/PIPE-DEPTH: 9.8  meters
 NE1569_SLEEVE-DEPTH  : 1.0 meters
 NE1569
 NE1569  HISTORY     - Date     Condition        Report By
 NE1569  HISTORY     - 1989     MONUMENTED       NGS
 NE1569  HISTORY     - 19900125 GOOD
 NE1569  HISTORY     - 19940511 GOOD             NGS
 NE1569  HISTORY     - 19941115 GOOD             LOCENG
 NE1569  HISTORY     - 19941115 GOOD             LOCENG
 NE1569  HISTORY     - 19990809 GOOD             USPSQD
 NE1569  HISTORY     - 20010731 GOOD             LOCSUR
 NE1569  HISTORY     - 20060518 GOOD             SPALD
 NE1569
 NE1569                          STATION DESCRIPTION
 NE1569
 NE1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1569'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHEAST OF UTICA, AT
 NE1569'THE UTICA BERZ-MACOMB AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF
 NE1569'THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---AVIATION
 NE1569'INVEST CORPORATION, C/O AIRPORT MANAGER MILTON BERZ JR., 15801 22 MILE
 NE1569'ROAD, UTICA MI 48087.  PHONE IS (313) 247-7400 OR (313) 247-5102.
 NE1569'TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 53 AND 59 IN
 NE1569'SOUTHEAST UTICA, GO NORTH FOR 4.2 KM (2.60 MI) ON HIGHWAY 53 TO AN
 NE1569'OFF-RAMP FOR 23 MILE ROAD.  TAKE THE OFF-RAMP AND GO NORTHEAST FOR 0.6
 NE1569'KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 3.0 KM
 NE1569'(1.85 MI) ON 23 MILE ROAD TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 NE1569'1.6 KM (1.00 MI) ON HAYES ROAD TO A CROSSROAD.  TURN LEFT AND GO EAST
 NE1569'FOR 0.6 KM (0.35 MI) ON 22 MILE ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 NE1569'AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NE1569'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 70 METERS ON THE GRAVEL
 NE1569'ROAD, PASSING TO SOUTH OF THE AIRPORT OFFICE IN A HANGAR, TO AN APRON
 NE1569'LEFT.  TURN LEFT AND GO NORTH FOR 50 METERS ACROSS THE APRON TO THE
 NE1569'NORTH END OF THE HANGAR.  TURN LEFT AND GO WEST FOR 0.1 KM (0.05 MI)
 NE1569'CONTINUING ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE PARALLEL
 NE1569'TAXIWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE
 NE1569'PARALLEL TAXIWAY TO THE STATION RIGHT JUST BEFORE A CONNECTING TAXIWAY
 NE1569'RIGHT.
 NE1569'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1569'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NE1569'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1569'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1569'LOCATED 38.6 M (126.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 NE1569'RUNWAY, 23.8 M (78.1 FT) NORTHEAST FROM THE CENTER OF A CONNECTING
 NE1569'TAXIWAY AND 8.4 M (27.6 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 NE1569'PARALLEL TAXIWAY.
 NE1569'DESCRIBED BY K.L. FANCHER.
 NE1569'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1569
 NE1569                          STATION RECOVERY (1990)
 NE1569
 NE1569'RECOVERED 1990
 NE1569'RECOVERED IN GOOD CONDITION.
 NE1569
 NE1569                          STATION RECOVERY (1994)
 NE1569
 NE1569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1569'NOTE--DO NOT GO TO STATION WITHOUT THE EXPRESS PERMISSION OF THE
 NE1569'AIRPORT MANAGER.  NO ESCORT REQUIRED.  STATION IS LOCATED ABOUT 4 KM
 NE1569'(2.50 MI) NORTHEAST OF UTICA, AT THE SOUTHWEST END OF THE
 NE1569'UTICA/BERZ-MACOMB AIRPORT, IN THE MEDIAN OF RUNWAY 4-22 AND THE
 NE1569'PARALLEL TAXI, AT THE END OF RUNWAY 4.  OWNERSHIP--AVIATION INVEST
 NE1569'CORPORATION, 15801 22 MILE (35.4 KM) ROAD, UTICA, MI 48087.  AIRPORT
 NE1569'MANAGER IS MILTON BERZ, JR, PHONE 810-247-7400.  TO REACH FROM THE
 NE1569'UNDERPASS AT THE JUNCTION OF STATE HIGHWAY 53 AND TWENTY-THREE MILE
 NE1569'ROAD, ABOUT 4 KM (2.50 MI) NORTH OF UTICA, GO EAST ON TWENTY-THREE
 NE1569'MILE ROAD FOR 3.26 KM (2.00 MI) TO A CROSSROAD.  TURN RIGHT, SOUTH, ON
 NE1569'HAYES ROAD FOR 1.62 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT, EAST, ON
 NE1569'TWENTY-TWO MILE ROAD FOR 0.61 KM (0.35 MI) TO A PAVED ROAD LEFT. TURN
 NE1569'LEFT, NORTH, ON AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.25 MI) TO A
 NE1569'GRAVEL ROAD RIGHT AT PARKING LOT AND PAVEMENT END.  TURN RIGHT, EAST,
 NE1569'ON ROAD FOR 0.06 KM (0.05 MI) TO APRON ON THE LEFT.  TURN LEFT, NORTH,
 NE1569'ON APRON (ON EAST SIDE OF HANGAR AND OFFICE) FOR 0.05 KM (0.05 MI) TO
 NE1569'END OF HANGAR.  TURN LEFT, WEST, ALONG SOUTH EDGE OF APRON FOR 0.12 KM
 NE1569'(0.05 MI) TO THE PARALLEL TAXI.  BEAR LEFT, SOUTHWEST, ON TAXI FOR
 NE1569'0.21 KM (0.15 MI) TO TURN IN TAXI AND STATION ON THE RIGHT.  PARK
 NE1569'VEHICLE TO THE LEFT AT EDGE OF TURNAROUND. ACCESS COVER IS FLUSH WITH
 NE1569'THE GROUND.  STATION IS 38.6 M (126.6 FT) SOUTHEAST OF THE RUNWAY
 NE1569'EDGE, 23.9 M (78.4 FT) NORTHEAST FROM THE CENTER OF THE CONNECTOR
 NE1569'TAXI, 8.4 M (27.6 FT) NORTHWEST OF THE PARALLEL TAXI EDGE, AND 11.6 M
 NE1569'(38.1 FT) NORTHEAST OF A TAXI LIGHT. DESCRIBED BY G.R.  HEID.
 NE1569
 NE1569                          STATION RECOVERY (1994)
 NE1569
 NE1569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1569'RECOVERED AS DESCRIBED.
 NE1569
 NE1569                          STATION RECOVERY (1994)
 NE1569
 NE1569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1569'RECOVERED AS DESCRIBED.
 NE1569
 NE1569                          STATION RECOVERY (1999)
 NE1569
 NE1569'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1569'RECOVERED IN GOOD CONDITION.
 NE1569
 NE1569                          STATION RECOVERY (2001)
 NE1569
 NE1569'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE1569'RECOVERED IN GOOD CONDITION.
 NE1569
 NE1569                          STATION RECOVERY (2006)
 NE1569
 NE1569'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1569'THE AIRPORT IS GONE.  A SUBDIVISION IS UNDER CONSTRUCTION.  THE
 NE1569'ROADS ARE IN, THE HOUSES ARE CURRENTLY NOT CONSTRUCTED.  THE STATION
 NE1569'IS IN THE SOUTHWEST CORNER OF SECTION 19,T-3-N, R-13-E, MACOMB
 NE1569'TOWNSHIP.  TO REACH THE STATION FROM THE INTERSECTION OF HAYES ROAD
 NE1569'AND 22 MILE ROAD, GO EAST 0.4 MI TO WESTMINISTER LANE. TURN LEFT GO
 NE1569'NORTH 0.1 MI TO ST. JAMES STREET.  TURN LEFT GO 0.1 MI TO OXLEY
 NE1569'ROAD.  TURN RIGHT GO NORTH 150 FEET AND THE STATION IS ON THE
 NE1569'RIGHT.  STATION IS 90 FEET EAST OF THE EAST CURB OF OXLEY ROAD AND
 NE1569'150 FEET NORTH OF THE NORTH CURB OF ST. JAMES STREET. 1.5 FT BELOW
 NE1569'FINISHED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1570 ***********************************************************************
 NE1570  DESIGNATION -  BERZPORT AZ MK
 NE1570  PID         -  NE1570
 NE1570  STATE/COUNTY-  MI/MACOMB
 NE1570  USGS QUAD   -  WALDENBURG (1980)
 NE1570
 NE1570                         *CURRENT SURVEY CONTROL
 NE1570  ___________________________________________________________________
 NE1570* NAD 83(1994)-  42 39 46.06062(N)    082 57 56.86044(W)     ADJUSTED  
 NE1570* NAVD 88     -       184.8    (meters)     606.     (feet)  GPS OBS   
 NE1570  ___________________________________________________________________
 NE1570  X           -     575,268.372 (meters)                     COMP
 NE1570  Y           -  -4,662,173.270 (meters)                     COMP
 NE1570  Z           -   4,300,131.979 (meters)                     COMP
 NE1570  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 NE1570  ELLIP HEIGHT-         150.10  (meters)          (07/17/02) GPS OBS
 NE1570  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NE1570
 NE1570  HORZ ORDER  -  FIRST
 NE1570  ELLP ORDER  -  FOURTH    CLASS I
 NE1570
 NE1570.This mark is at Berz-Macomb Airport (UIZ)
 NE1570
 NE1570.The horizontal coordinates were established by GPS observations
 NE1570.and adjusted by the National Geodetic Survey in February 1997..
 NE1570
 NE1570.The orthometric height was determined by GPS observations and a
 NE1570.high-resolution geoid model.
 NE1570
 NE1570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1570
 NE1570.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1570
 NE1570.The ellipsoidal height was determined by GPS observations
 NE1570.and is referenced to NAD 83.
 NE1570
 NE1570.The geoid height was determined by GEOID03.
 NE1570
 NE1570;                    North         East     Units Scale Factor Converg.
 NE1570;SPC MI S     -   130,115.405 4,114,835.993   MT  0.99991436   +0 57 12.0
 NE1570;SPC MI S     -   426,887.81 13,500,118.09   iFT  0.99991436   +0 57 12.0
 NE1570;UTM  17      - 4,725,243.127   338,895.285   MT  0.99991933   -1 19 56.9
 NE1570
 NE1570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1570!SPC MI S     -   0.99997646  x   0.99991436  =   0.99989082
 NE1570!UTM  17      -   0.99997646  x   0.99991933  =   0.99989579
 NE1570
 NE1570:                Primary Azimuth Mark                     Grid Az
 NE1570:SPC MI S     -  BERZPORT                                 216 46 39.6
 NE1570:UTM  17      -  BERZPORT                                 219 03 48.5
 NE1570
 NE1570|---------------------------------------------------------------------|
 NE1570| PID    Reference Object                     Distance      Geod. Az  |
 NE1570|                                                           dddmmss.s |
 NE1570| NE1569 BERZPORT                            483.999 METERS 2174351.6 |
 NE1570|---------------------------------------------------------------------|
 NE1570
 NE1570                          SUPERSEDED SURVEY CONTROL
 NE1570
 NE1570  ELLIP H (02/03/97)  150.11   (m)                       GP(       ) 4 1
 NE1570  NAD 83(1986)-  42 39 46.05666(N)    082 57 56.91709(W) AD(       ) 1
 NE1570  NAD 83(1986)-  42 39 46.05355(N)    082 57 56.89318(W) AD(       ) 3
 NE1570  NGVD 29 (03/27/91)  185.1    (m)          607.     (f) GPS OBS        
 NE1570
 NE1570.Superseded values are not recommended for survey control.
 NE1570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1570.See file dsdata.txt to determine how the superseded data were derived.
 NE1570
 NE1570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3889525243(NAD 83)
 NE1570_MARKER: I = METAL ROD
 NE1570_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1570_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1570_STAMPING: BERZPORT AZ MK 1989
 NE1570_MARK LOGO: NGS   
 NE1570_PROJECTION: FLUSH
 NE1570_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1570+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 NE1570_ROD/PIPE-DEPTH: 11.0 meters
 NE1570_SLEEVE-DEPTH  : 1.0 meters
 NE1570
 NE1570  HISTORY     - Date     Condition        Report By
 NE1570  HISTORY     - 1989     MONUMENTED       NGS
 NE1570  HISTORY     - 19900125 GOOD
 NE1570  HISTORY     - 19990809 GOOD             USPSQD
 NE1570  HISTORY     - 20060518 GOOD             SPALD
 NE1570
 NE1570                          STATION DESCRIPTION
 NE1570
 NE1570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1570'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHEAST OF UTICA, AT
 NE1570'THE UTICA BERZ-MACOMB AIRPORT, IN THE NORTHEAST END OF THE 2ND GRASS
 NE1570'STRIP, BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY, NORTHEAST FROM THE
 NE1570'SOUTHWEST END OF THE RUNWAY.  OWNERSHIP---AVIATION INVEST CORPORATION,
 NE1570'C/O AIRPORT MANAGER MILTON BERZ JR., 15801 22 MILE ROAD, UTICA MI
 NE1570'48087.  PHONE IS (313) 247-7400 OR (313) 247-5102.
 NE1570'TO REACH THE STATION FROM THE JUCTION OF STATE HIGHWAYS 53 AND 59 IN
 NE1570'SOUTHEAST UTICA, GO NORTH FOR 4.2 KM (2.60 MI) ON HIGHWAY 53 TO AN
 NE1570'OFF-RAMP FOR 23 MILE ROAD.  TAKE THE OFF-RAMP AND GO NORTHEAST FOR 0.6
 NE1570'KM (0.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST FOR 3.0 KM
 NE1570'(1.85 MI) ON 23 MILE ROAD TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 NE1570'1.6 KM (1.00 MI) ON HAYES ROAD TO A CROSSROAD.  TURN LEFT AND GO EAST
 NE1570'FOR 0.6 KM (0.35 MI) ON 22 MILE ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 NE1570'AND GO NORTH FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NE1570'GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 70 METERS ON THE GRAVEL
 NE1570'ROAD, PASSING TO SOUTH OF THE AIRPORT OFFICE IN A HANGAR, TO AN APRON
 NE1570'LEFT.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ACROSS THE APRON TO
 NE1570'THE PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.2 KM
 NE1570'(0.10 MI) ON THE PARALLEL TAXIWAY TO THE STATION LEFT JUST BEFORE A
 NE1570'NORTH TURN IN THE TAXIWAY.
 NE1570'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1570'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 NE1570'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1570'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1570'LOCATED 40.5 M (132.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 NE1570'RUNWAY, 18.1 M (59.4 FT) SOUTH FROM THE SOUTHWEST END OF A 0.8 METER
 NE1570'ROUND CONCRETE CULVERT AND 5.9 M (19.4 FT) NORTHWEST FROM THE CURVING
 NE1570'NORTHWEST EDGE OF THE PARALLEL TAXIWAY.
 NE1570'DESCRIBED BY K.L. FANCHER.
 NE1570
 NE1570                          STATION RECOVERY (1990)
 NE1570
 NE1570'RECOVERED 1990
 NE1570'RECOVERED IN GOOD CONDITION.
 NE1570
 NE1570                          STATION RECOVERY (1999)
 NE1570
 NE1570'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1570'RECOVERED IN GOOD CONDITION.
 NE1570
 NE1570                          STATION RECOVERY (2006)
 NE1570
 NE1570'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1570'THE AIRPORT IS GONE.  A SUBDIVISION IS UNDER CONSTRUCTION.  THE
 NE1570'ROADS ARE IN, THE HOUSES ARE CURRENTLY NOT CONSTRUCTED.  THE STATION
 NE1570'IS IN THE SOUTHEAST CORNER OF SECTION 19, T-3-N, R-13-E, MACOMB
 NE1570'TOWNSHIP.  TO REACH THE STATION FROM THE INTERSECTION OF HAYES ROAD
 NE1570'AND 22 MILE ROAD, GO EAST 0.4 MI TO WESTMINISTER LANE.  TURN LEFT GO
 NE1570'NORTH 0.4 MI TO BLOOMSBURY LANE.  TURN RIGHT GO 125 FT AND THE
 NE1570'STATION IS ON THE RIGHT.  STATION IS 12 FT WEST OF THE WEST CURB
 NE1570'OF BLOOMSBURY LANE AND 1.5 FT BELOW FINISHED GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0137 ***********************************************************************
 RM0137  DESIGNATION -  BESSEMER
 RM0137  PID         -  RM0137
 RM0137  STATE/COUNTY-  MI/GOGEBIC
 RM0137  USGS QUAD   -  BESSEMER (1975)
 RM0137
 RM0137                         *CURRENT SURVEY CONTROL
 RM0137  ___________________________________________________________________
 RM0137* NAD 83(1994)-  46 29 32.21897(N)    090 01 29.96893(W)     ADJUSTED  
 RM0137* NAVD 88     -       546.645  (meters)    1793.45   (feet)  ADJUSTED  
 RM0137  ___________________________________________________________________
 RM0137  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 RM0137  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0137  DYNAMIC HT  -         546.677 (meters)    1793.56  (feet)  COMP
 RM0137  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 RM0137
 RM0137  HORZ ORDER  -  FIRST
 RM0137  VERT ORDER  -  SECOND    CLASS 0
 RM0137
 RM0137.The horizontal coordinates were established by classical geodetic methods
 RM0137.and adjusted by the National Geodetic Survey in February 1997..
 RM0137
 RM0137.The orthometric height was determined by differential leveling
 RM0137.and adjusted by the National Geodetic Survey in June 1991..
 RM0137
 RM0137.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0137
 RM0137.The geoid height was determined by GEOID03.
 RM0137
 RM0137.The dynamic height is computed by dividing the NAVD 88
 RM0137.geopotential number by the normal gravity value computed on the
 RM0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0137.degrees latitude (g = 980.6199 gals.).
 RM0137
 RM0137.The modeled gravity was interpolated from observed gravity values.
 RM0137
 RM0137;                    North         East     Units Scale Factor Converg.
 RM0137;SPC MI N     -   194,370.675 7,767,838.378   MT  0.99990935   -2 11 11.2
 RM0137;SPC MI N     -   637,699.06 25,485,034.05   iFT  0.99990935   -2 11 11.2
 RM0137;UTM  15      - 5,153,046.678   728,305.094   MT  1.00024074   +2 09 31.1
 RM0137;UTM  16      - 5,153,192.469   267,859.363   MT  1.00026245   -2 11 41.8
 RM0137
 RM0137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0137!SPC MI N     -   0.99991912  x   0.99990935  =   0.99982848
 RM0137!UTM  15      -   0.99991912  x   1.00024074  =   1.00015985
 RM0137!UTM  16      -   0.99991912  x   1.00026245  =   1.00018155
 RM0137
 RM0137|---------------------------------------------------------------------|
 RM0137| PID    Reference Object                     Distance      Geod. Az  |
 RM0137|                                                           dddmmss.s |
 RM0137| RM0139 BESSEMER RM 2                        27.593 METERS 01309     |
 RM0137| RL1654 PORCUPINE LOOKOUT TOWER             APPROX.25.0 KM 0321510.5 |
 RM0137| RL1209 VERONA                              APPROX. 4.5 KM 0841355.1 |
 RM0137| RL1645 WAKEFIELD ST POL RAD STA KQA        APPROX. 7.8 KM 1001218.2 |
 RM0137| RL1624 MARENISCO LOOKOUT TOWER             APPROX.30.9 KM 1142253.2 |
 RM0137| RL1644 RAMSAY PLYMOUTH LOCATION TANK       APPROX. 5.0 KM 1270216.2 |
 RM0137| RL1643 RAMSAY LOOKOUT TOWER                APPROX. 7.8 KM 1622726.7 |
 RM0137| RM0641 RAMSAY YOUNGSTOWN MINING STACK      APPROX. 2.2 KM 1683158.0 |
 RM0137| RM0643 BESSEMER MUNICIPAL TANK             APPROX. 3.0 KM 2162520.9 |
 RM0137| RM0642 BESSEMER OLIVER IRON MIN STK        APPROX. 5.8 KM 2374819.5 |
 RM0137| RM0649 IRONWOOD NEWPORT MINING TANK        APPROX. 8.8 KM 2434711.8 |
 RM0137| RM0653 IRONWOOD PENOKEE MINING TA STK      APPROX. 9.7 KM 2435827.1 |
 RM0137| RM0652 HURLEY ST MARYS CATHOLIC CH         APPROX.13.3 KM 2482654.2 |
 RM0137| RM0657 IRONWOOD ST AMBROSE TALL SPIRE      APPROX.11.4 KM 2495501.9 |
 RM0137| RM0138 BESSEMER RM 1                        11.998 METERS 25022     |
 RM0137|---------------------------------------------------------------------|
 RM0137
 RM0137                          SUPERSEDED SURVEY CONTROL
 RM0137
 RM0137  NAD 83(1994)-  46 29 32.21743(N)    090 01 29.96779(W) AD(       ) 1
 RM0137  NAD 83(1986)-  46 29 32.21339(N)    090 01 29.96231(W) AD(       ) 1
 RM0137  NAD 27      -  46 29 32.40300(N)    090 01 29.34000(W) AD(       ) 1
 RM0137  NGVD 29 (??/??/92)  546.67   (m)         1793.5    (f) COMPUTED    2 0
 RM0137
 RM0137.Superseded values are not recommended for survey control.
 RM0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0137.See file dsdata.txt to determine how the superseded data were derived.
 RM0137
 RM0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2830553047(NAD 83)
 RM0137_MARKER: DS = TRIANGULATION STATION DISK
 RM0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0137_STAMPING: BESSEMER 1939
 RM0137_MARK LOGO: CGS   
 RM0137_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0137+STABILITY: SURFACE MOTION
 RM0137
 RM0137  HISTORY     - Date     Condition        Report By
 RM0137  HISTORY     - 1939     MONUMENTED       CGS
 RM0137  HISTORY     - 1948     GOOD             NGS
 RM0137  HISTORY     - 1952     GOOD             CGS
 RM0137  HISTORY     - 1981     GOOD             NGS
 RM0137  HISTORY     - 1985     GOOD             NGS
 RM0137  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RM0137  HISTORY     - 19940918 GOOD             GLORI
 RM0137  HISTORY     - 19941018 GOOD             LOCENG
 RM0137  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0137
 RM0137                          STATION DESCRIPTION
 RM0137
 RM0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0137'ONE MILE NORTHEAST OF BESSEMER, IN THE SOUTHWEST QUARTER OF SEC.
 RM0137'1, T. 47 N., R. 46 W., ON TOP OF A HIGH, PROMINENT, BARE-TOP
 RM0137'HILL, ON LAND OWNED BY CARL WICKSON, AND ABOUT 50 YARDS EAST OF
 RM0137'THE WICKSON HOME.  SURFACE MARK IS SET 162 FEET NORTH OF AN
 RM0137'EAST-WEST FENCE LINE AND 91 FEET EAST OF A 6-INCH LONE OAK TREE
 RM0137'BY A LONE WHITE BIRCH TREE, PROJECTS 4 INCHES ABOVE THE GROUND
 RM0137'AND IS STAMPED BESSEMER 1939.
 RM0137'
 RM0137'TO REACH FROM THE RAILROAD STATION IN BESSEMER, GO EAST ON U.S.
 RM0137'HIGHWAY 2 FOR 0.85 MILE, THEN TURN LEFT (NORTH) AT A CROSS
 RM0137'ROAD AND FOLLOW A GRAVEL ROAD UP HILL FOR 1.1 MILES TO THE
 RM0137'WICKSON HOME ON THE RIGHT AND THE END OF TRUCK TRAVEL.  THE
 RM0137'STATION IS ON TOP OF THE HILL 50 YARDS TO THE EAST.
 RM0137'
 RM0137'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE
 RM0137'DISKS SET IN CONCRETE.
 RM0137'REFERENCE MARKS NO. 1 AND NO. 2 ARE STANDARD
 RM0137'BRONZE DISKS SET IN A BOULDER AND ROCK OUTCROP.
 RM0137'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 RM0137'WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.
 RM0137'
 RM0137'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, SET IN
 RM0137'A BOULDER, WHICH IS APPROXIMATELY 1 FOOT BY 3 FEET, PROJECTS 6
 RM0137'INCHES ABOVE THE GROUND AND STAMPED BESSEMER NO 1 1939.
 RM0137'
 RM0137'REFERENCE MARK NO. 2 IS NORTH OF THE STATION, SET IN AN AREA
 RM0137'OF BEDROCK APPROXIMATELY 6 FEET BY 9 FEET, FLUSH WITH THE
 RM0137'SURFACE OF THE GROUND AND STAMPED BESSEMER NO 2 1939.
 RM0137'
 RM0137'THE AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION VERONA.
 RM0137'
 RM0137'A 37-FOOT TOWER IS NEEDED TO SEE ALL LINES EXCEPT VERONA WHICH
 RM0137'IS VISIBLE FROM THE GROUND.
 RM0137'
 RM0137'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 RM0137
 RM0137                          STATION RECOVERY (1948)
 RM0137
 RM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RM0137'2.2 MI NE FROM BESSEMER.
 RM0137'ABOUT 1.05 MILES EAST ALONG NEW U.S. HIGHWAY 2 FROM THE COURT
 RM0137'HOUSE AT BESSEMER, THENCE ABOUT 1.2 MILES NORTH ALONG A GRAVEL
 RM0137'ROAD, ON BALD KNOB OF A HILL, ABOUT 480 FEET EAST OF THE CENTER
 RM0137'LINE OF THE ROAD, ABOUT 309 FEET EAST OF THE NORTHEAST CORNER
 RM0137'OF A HOUSE, 166 FEET EAST OF A NORTH-SOUTH FENCE LINE, 160 FEET
 RM0137'NORTH OF AN EAST-WEST FENCE LINE, 97 FEET SOUTH-SOUTHEAST OF A
 RM0137'10-INCH SCRUB OAK TREE, 91 FEET SOUTH-SOUTHWEST OF R.M. NO. 2,
 RM0137'74 FEET SOUTHEAST OF A 10-INCH OAK TREE, 40 FEET EAST-NORTHEAST
 RM0137'OF R.M. NO. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RM0137'1 INCH AT THE HIGHEST PART OF HILL.
 RM0137
 RM0137                          STATION RECOVERY (1952)
 RM0137
 RM0137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0137'THE STATION WAS RECOVERED, ALL MARKS WERE FOUND IN GOOD CONDITION,
 RM0137'AS PREVIOUSLY DESCRIBED.
 RM0137'
 RM0137'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDED.
 RM0137'
 RM0137'TO REACH THE STATION FROM THE CAUTION LIGHT IN WAKEFIELD, GO WEST
 RM0137'ON U.S. HIGHWAY 2 FOR 3.5 MILES TO A CROSSROADS.  TURN RIGHT,
 RM0137'GO NORTH AND WEST 1.9 MILES TO A CROSSROADS.  TURN LEFT, GO
 RM0137'SOUTH 0.45 MILE TO A WOODEN SHACK ON THE LEFT AND THE END OF TRUCK
 RM0137'TRAVEL.  FROM HERE WALK EASTERLY UP HILL ABOUT 0.1 MILE TO THE
 RM0137'TOP AND STATION.
 RM0137
 RM0137                          STATION RECOVERY (1981)
 RM0137
 RM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MOC)
 RM0137'RECOVERED AS DESCRIBED.
 RM0137'
 RM0137'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTHEAST
 RM0137'OF BESSEMER.
 RM0137
 RM0137                          STATION RECOVERY (1985)
 RM0137
 RM0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0137'RECOVERED IN GOOD CONDITION.
 RM0137
 RM0137                          STATION RECOVERY (1989)
 RM0137
 RM0137'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0137'MARK NOT FOUND.
 RM0137
 RM0137                          STATION RECOVERY (1994)
 RM0137
 RM0137'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RM0137'TO REACH FROM THE STOPLIGHT AT THE INTERSECTION OF US 2 AND M 28 IN
 RM0137'WAKEFIELD, MICH, PROCEED WESTERLY ON US 2, 1.5 MILES (2.4 KM) TO AN
 RM0137'INTERSECTION WITH A BLACKTOP ROAD NORTH AND SOUTH (CAUTION LIGHT) .
 RM0137'TURN RIGHT (NORTH) AND PROCEED NORTH, THEN WEST, 1.75 MILES (2.82 KM)
 RM0137'TO THE INTERESECTION WITH RUNWAY LANE (DEAD END) , TURN LEFT (SOUTH)
 RM0137'AND PROCEED 0.5 MILES (0.8 KM) TO INTERSECTION WITH ROAD EAST AND
 RM0137'WEST.  TURN LEFT (EAST) AND PROCEED UPHILL 0.1 MILES (0.2 KM) TO A
 RM0137'POINT IN THE CENTER OF THE ROAD N65W APPROX.  50 FEET (15.2 M) FROM
 RM0137'THE LARGER OF TWO TOWER MAINTENANCE BUILDINGS.  PROCEED NORTH BY
 RM0137'COMPASS ON FOOT, 232 FEET (70.7 M) TO THE STATION.  STATION LAYS IN
 RM0137'GROWN OVER PASTURE LAND.  FROM STATION STEEL RAIL BEARS NORTH 1.9
 RM0137'FEET, (0.6 M) FROM R.M.1 STEEL GUARD RAIL BEARS S.  72 W. 2.4 FEET
 RM0137'(0.7 M) R.M.2 RECOVERED IN LEDGE ROCK, NO STEEL RAIL FROM STATION
 RM0137'RADIO MAST BEARS S.  17 E.  FROM STATION MICROWAVE MAST BEARS S.07 E.
 RM0137
 RM0137                          STATION RECOVERY (1994)
 RM0137
 RM0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RM0137'FROM THE STOPLIGHT AT THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE
 RM0137'ROUTE M-28 IN WAKEFIELD, PROCEED WESTERLY ON HIGHWAY 2 FOR 1.5 MI (2.4
 RM0137'KM) TO AN INTERSECTION WITH A BLACKTOP ROAD NORTH AND SOUTH (CAUTION
 RM0137'LIGH), TURN LEFT, NORTH, AND PROCEED NORTH THEN WEST FOR 1.75 MI (2.82
 RM0137'KM) TO T-INTERSECTION WITH RUNWAY LA (DEAD END).  TURN LEFT AND
 RM0137'PROCEED SOUTH 0.5 MI (0.8 KM) TO INTERSECTION WITH RAD EAST AND WEST.
 RM0137'TURN LEFT AND PROCEED EAST UPHILL FOR 0.1 MI (0.2 KM) TO A POINT IN
 RM0137'THE CENTER OF THE ROAD NORTH 65 DEGREES WEST APPROXIMATELY 50 FT (15.2
 RM0137'M) FROM THE LARGER OF TWO TOWER MAINTENCE BUILDINGS. PROCEED NORTH BY
 RM0137'COMPASS, ON FOOT FOR 232.0 FT (70.7 M) TO THE STATION.  STATION LAYS
 RM0137'IN GROWN OVER PASTURE LAND.
 RM0137
 RM0137                          STATION RECOVERY (2004)
 RM0137
 RM0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0089 ***********************************************************************
 RM0089  DESIGNATION -  BESSEMER BM
 RM0089  PID         -  RM0089
 RM0089  STATE/COUNTY-  MI/GOGEBIC
 RM0089  USGS QUAD   -  BESSEMER (1975)
 RM0089
 RM0089                         *CURRENT SURVEY CONTROL
 RM0089  ___________________________________________________________________
 RM0089* NAD 83(1986)-  46 28 56.     (N)    090 03 10.     (W)     SCALED    
 RM0089* NAVD 88     -       436.382  (meters)    1431.70   (feet)  ADJUSTED  
 RM0089  ___________________________________________________________________
 RM0089  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0089  DYNAMIC HT  -         436.399 (meters)    1431.75  (feet)  COMP
 RM0089  MODELED GRAV-     980,638.8   (mgal)                       NAVD 88
 RM0089
 RM0089  VERT ORDER  -  FIRST     CLASS II
 RM0089
 RM0089.The horizontal coordinates were scaled from a topographic map and have
 RM0089.an estimated accuracy of +/- 6 seconds.
 RM0089
 RM0089.The orthometric height was determined by differential leveling
 RM0089.and adjusted by the National Geodetic Survey in June 1991..
 RM0089
 RM0089.The geoid height was determined by GEOID03.
 RM0089
 RM0089.The dynamic height is computed by dividing the NAVD 88
 RM0089.geopotential number by the normal gravity value computed on the
 RM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0089.degrees latitude (g = 980.6199 gals.).
 RM0089
 RM0089.The modeled gravity was interpolated from observed gravity values.
 RM0089
 RM0089;                    North         East    Units  Estimated Accuracy
 RM0089;SPC MI N     -   193,340.    7,765,660.      MT  (+/- 180 meters Scaled)
 RM0089
 RM0089                          SUPERSEDED SURVEY CONTROL
 RM0089
 RM0089  NGVD 29 (??/??/92)  436.39   (m)         1431.7    (f) COMPUTED    1 2
 RM0089
 RM0089.Superseded values are not recommended for survey control.
 RM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0089.See file dsdata.txt to determine how the superseded data were derived.
 RM0089
 RM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM262518(NAD 83)
 RM0089_MARKER: DB = BENCH MARK DISK
 RM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0089_MARK LOGO: CGS   
 RM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0089+STABILITY: SURFACE MOTION
 RM0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0089+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0089
 RM0089  HISTORY     - Date     Condition        Report By
 RM0089  HISTORY     - 1934     MONUMENTED       CGS
 RM0089  HISTORY     - 1948     GOOD             NGS
 RM0089  HISTORY     - 1985     GOOD             NGS
 RM0089  HISTORY     - 20000821 GOOD             MIDT
 RM0089  HISTORY     - 20030822 GOOD             USPSQD
 RM0089  HISTORY     - 20040801 GOOD             USPSQD
 RM0089
 RM0089                          STATION DESCRIPTION
 RM0089
 RM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0089'AT BESSEMER.
 RM0089'AT BESSEMER, AT THE GOGEBIC COUNTY COURT HOUSE, 33 FEET
 RM0089'NORTHWEST OF THE FLAG POLE, 13 FEET SOUTHEAST OF THE SOUTHEAST
 RM0089'CORNER OF THE COURT HOUSE, AND SET IN THE TOP OF A CONCRETE
 RM0089'POST PROJECTING 6 INCHES.
 RM0089
 RM0089                          STATION RECOVERY (1985)
 RM0089
 RM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0089'RECOVERED IN GOOD CONDITION.
 RM0089
 RM0089                          STATION RECOVERY (2000)
 RM0089
 RM0089'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RM0089'NOTE- THE MARK IS FLUSH WITH THE GROUND.
 RM0089
 RM0089                          STATION RECOVERY (2003)
 RM0089
 RM0089'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0089'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE NORTHEAST
 RM0089'CORNER OF THE JUNCTION OF N. MOORE STREET AND IRON STREET, 1 BLOCK
 RM0089'NORTH OF HIGHWAY 2.  THE POST PROJECTS 1 INCH.
 RM0089
 RM0089                          STATION RECOVERY (2004)
 RM0089
 RM0089'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0643 ***********************************************************************
 RM0643  DESIGNATION -  BESSEMER MUNICIPAL TANK
 RM0643  PID         -  RM0643
 RM0643  STATE/COUNTY-  MI/GOGEBIC
 RM0643  USGS QUAD   -  BESSEMER (1975)
 RM0643
 RM0643                         *CURRENT SURVEY CONTROL
 RM0643  ___________________________________________________________________
 RM0643* NAD 83(1994)-  46 28 13.66057(N)    090 02 53.85526(W)     ADJUSTED  
 RM0643* NAVD 88     -                                                        
 RM0643  ___________________________________________________________________
 RM0643  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 RM0643  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0643
 RM0643  HORZ ORDER  -  THIRD
 RM0643
 RM0643.The horizontal coordinates were established by classical geodetic methods
 RM0643.and adjusted by the National Geodetic Survey in February 1997..
 RM0643
 RM0643
 RM0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0643
 RM0643.The geoid height was determined by GEOID03.
 RM0643
 RM0643;                    North         East     Units Scale Factor Converg.
 RM0643;SPC MI N     -   192,015.472 7,765,957.647   MT  0.99990804   -2 12 11.8
 RM0643;SPC MI N     -   629,972.02 25,478,863.67   iFT  0.99990804   -2 12 11.8
 RM0643;UTM  15      - 5,150,554.952   726,607.633   MT  1.00023125   +2 08 27.4
 RM0643;UTM  16      - 5,150,836.689   265,977.622   MT  1.00027324   -2 12 39.9
 RM0643
 RM0643                          SUPERSEDED SURVEY CONTROL
 RM0643
 RM0643  NAD 83(1994)-  46 28 13.65819(N)    090 02 53.85538(W) AD(       ) 4
 RM0643  NAD 83(1986)-  46 28 13.65412(N)    090 02 53.84896(W) AD(       ) 4
 RM0643  NAD 27      -  46 28 13.84400(N)    090 02 53.22300(W) AD(       ) 3
 RM0643
 RM0643.Superseded values are not recommended for survey control.
 RM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0643.See file dsdata.txt to determine how the superseded data were derived.
 RM0643
 RM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2660850555(NAD 83)
 RM0643_MARKER: 53 = ELEVATED TANK
 RM0643
 RM0643  HISTORY     - Date     Condition        Report By
 RM0643  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0643  HISTORY     - 1981     GOOD             NGS
 RM0643  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0643  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0643
 RM0643                          STATION DESCRIPTION
 RM0643
 RM0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0643'A MUNICIPAL WATER TANK FOR THE TOWN OF BESSEMER LOCATED ON
 RM0643'TOP OF THE HILL JUST SOUTH OF THE TOWN, LOW BUT LARGE SQUAT
 RM0643'TANK PAINTED ALUMINUM COLOR, ABOUT 75 FEET ABOVE THE GROUND.
 RM0643'IT WAS NOT VISITED.
 RM0643'
 RM0643'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 RM0643'COPPER, BESSEMER AND VERONA.
 RM0643
 RM0643                          STATION RECOVERY (1981)
 RM0643
 RM0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MOC)
 RM0643'RECOVERED AS DESCRIBED.
 RM0643'
 RM0643'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BESSEMER.
 RM0643
 RM0643                          STATION RECOVERY (2003)
 RM0643
 RM0643'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0643'NOT FOUND.  THE DESCRIBED POSITION IS ON THE SOUTH SIDE OF TILDEN ROAD
 RM0643'ON A VACANT GRASSY KNOLL.  A NEW TANK WAS BUILT ABOUT 1998 ON THE
 RM0643'NORTH SIDE OF TILDEN ROAD NEAR A RADIO MAST.
 RM0643'TO REACH THE POSITION FROM THE JUNCTION OF HIGHWAY 2 AND S. PARK ST.,
 RM0643'SO SOUTH OF PARK ST. FOR 0.3 MILE TO OSMOSE ROAD AHEAD.  CONTINUE FOR
 RM0643'0.4 MILE ON OSMOSE RD. TO TILDEN ROAD.  TURN RIGHT (WEST) ON TILDEN
 RM0643'ROAD AND GO 0.4 MILE TO THE POSITION OF THE OLD TANK ON THE LEFT AND
 RM0643'NEW TANK ON THE RIGHT.
 RM0643
 RM0643                          STATION RECOVERY (2004)
 RM0643
 RM0643'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0642 ***********************************************************************
 RM0642  DESIGNATION -  BESSEMER OLIVER IRON MIN STK
 RM0642  PID         -  RM0642
 RM0642  STATE/COUNTY-  MI/GOGEBIC
 RM0642  USGS QUAD   -  BESSEMER (1975)
 RM0642
 RM0642                         *CURRENT SURVEY CONTROL
 RM0642  ___________________________________________________________________
 RM0642* NAD 83(1994)-  46 27 52.55696(N)    090 05 18.90073(W)     ADJUSTED  
 RM0642* NAVD 88     -                                                        
 RM0642  ___________________________________________________________________
 RM0642  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 RM0642  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0642
 RM0642  HORZ ORDER  -  THIRD
 RM0642
 RM0642.The horizontal coordinates were established by classical geodetic methods
 RM0642.and adjusted by the National Geodetic Survey in February 1997..
 RM0642
 RM0642
 RM0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0642
 RM0642.The geoid height was determined by GEOID03.
 RM0642
 RM0642;                    North         East     Units Scale Factor Converg.
 RM0642;SPC MI N     -   191,484.133 7,762,840.398   MT  0.99990772   -2 13 56.6
 RM0642;SPC MI N     -   628,228.78 25,468,636.48   iFT  0.99990772   -2 13 56.6
 RM0642;UTM  15      - 5,149,788.780   723,538.620   MT  1.00021427   +2 06 41.4
 RM0642
 RM0642                          SUPERSEDED SURVEY CONTROL
 RM0642
 RM0642  NAD 83(1994)-  46 27 52.55641(N)    090 05 18.89887(W) AD(       ) 4
 RM0642  NAD 83(1986)-  46 27 52.55123(N)    090 05 18.89340(W) AD(       ) 4
 RM0642  NAD 27      -  46 27 52.74000(N)    090 05 18.27000(W) AD(       ) 3
 RM0642
 RM0642.Superseded values are not recommended for survey control.
 RM0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0642.See file dsdata.txt to determine how the superseded data were derived.
 RM0642
 RM0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2353949789(NAD 83)
 RM0642_MARKER: 63 = STACK
 RM0642
 RM0642  HISTORY     - Date     Condition        Report By
 RM0642  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0642  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0642  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0642
 RM0642                          STATION DESCRIPTION
 RM0642
 RM0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0642'THE CONCRETE STACK AT THE PURITAN MINE OF THE OLIVER IRON
 RM0642'MINING COMPANY, ON THE HILL ABOUT 1-1/2 MILES SOUTHWEST OF
 RM0642'BESSEMER.  IT WAS NOT VISITED.
 RM0642'
 RM0642'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 RM0642'STATIONS ZION AND BESSEMER.
 RM0642
 RM0642                          STATION RECOVERY (2002)
 RM0642
 RM0642'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0642'MARK NOT FOUND.
 RM0642
 RM0642                          STATION RECOVERY (2004)
 RM0642
 RM0642'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0642'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0138 ***********************************************************************
 RM0138  DESIGNATION -  BESSEMER RM 1
 RM0138  PID         -  RM0138
 RM0138  STATE/COUNTY-  MI/GOGEBIC
 RM0138  USGS QUAD   -  BESSEMER (1975)
 RM0138
 RM0138                         *CURRENT SURVEY CONTROL
 RM0138  ___________________________________________________________________
 RM0138* NAD 83(1986)-  46 29 32.     (N)    090 01 30.     (W)     SCALED    
 RM0138* NAVD 88     -       546.601  (meters)    1793.31   (feet)  ADJUSTED  
 RM0138  ___________________________________________________________________
 RM0138  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0138  DYNAMIC HT  -         546.632 (meters)    1793.41  (feet)  COMP
 RM0138  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 RM0138
 RM0138  VERT ORDER  -  SECOND    CLASS 0
 RM0138
 RM0138.The horizontal coordinates were scaled from a topographic map and have
 RM0138.an estimated accuracy of +/- 6 seconds.
 RM0138
 RM0138.The orthometric height was determined by differential leveling
 RM0138.and adjusted by the National Geodetic Survey in June 1991..
 RM0138
 RM0138.The geoid height was determined by GEOID03.
 RM0138
 RM0138.The dynamic height is computed by dividing the NAVD 88
 RM0138.geopotential number by the normal gravity value computed on the
 RM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0138.degrees latitude (g = 980.6199 gals.).
 RM0138
 RM0138.The modeled gravity was interpolated from observed gravity values.
 RM0138
 RM0138;                    North         East    Units  Estimated Accuracy
 RM0138;SPC MI N     -   194,360.    7,767,840.      MT  (+/- 180 meters Scaled)
 RM0138
 RM0138                          SUPERSEDED SURVEY CONTROL
 RM0138
 RM0138  NGVD 29 (??/??/92)  546.626  (m)         1793.39   (f) ADJ UNCH    2 0
 RM0138
 RM0138.Superseded values are not recommended for survey control.
 RM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0138.See file dsdata.txt to determine how the superseded data were derived.
 RM0138
 RM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM283530(NAD 83)
 RM0138_MARKER: DR = REFERENCE MARK DISK
 RM0138_SETTING: 80 = SET IN A BOULDER
 RM0138_STAMPING: BESSEMER NO 1 1939
 RM0138_MARK LOGO: CGS   
 RM0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0138+STABILITY: SURFACE MOTION
 RM0138
 RM0138  HISTORY     - Date     Condition        Report By
 RM0138  HISTORY     - 1939     MONUMENTED       CGS
 RM0138  HISTORY     - 1948     GOOD             NGS
 RM0138  HISTORY     - 1985     GOOD             NGS
 RM0138  HISTORY     - 1989     GOOD             USPSQD
 RM0138  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0138
 RM0138                          STATION DESCRIPTION
 RM0138
 RM0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0138'2.2 MI NE FROM BESSEMER.
 RM0138'ABOUT 1.05 MILES EAST ALONG NEW U.S. HIGHWAY 2 FROM THE COURT
 RM0138'HOUSE AT BESSEMER, THENCE ABOUT 1.2 MILES NORTH ALONG A GRAVEL
 RM0138'ROAD, ON BALD KNOB OF HILL ABOUT 450 FEET EAST OF THE ROAD, 148
 RM0138'FEET NORTH OF AN EAST-WEST FENCE LINE, 73 FEET SOUTH OF A
 RM0138'10-INCH OAK TREE, 58 FEET EAST-SOUTHEAST OF AN 8-INCH OAK TREE,
 RM0138'40 FEET WEST-SOUTHWEST OF THE STATION MARK AND SET IN A DRILL
 RM0138'HOLE IN ROCK.
 RM0138
 RM0138                          STATION RECOVERY (1985)
 RM0138
 RM0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0138'RECOVERED IN GOOD CONDITION.
 RM0138
 RM0138                          STATION RECOVERY (1989)
 RM0138
 RM0138'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0138'RECOVERED IN GOOD CONDITION.
 RM0138
 RM0138                          STATION RECOVERY (2004)
 RM0138
 RM0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0139 ***********************************************************************
 RM0139  DESIGNATION -  BESSEMER RM 2
 RM0139  PID         -  RM0139
 RM0139  STATE/COUNTY-  MI/GOGEBIC
 RM0139  USGS QUAD   -  BESSEMER (1975)
 RM0139
 RM0139                         *CURRENT SURVEY CONTROL
 RM0139  ___________________________________________________________________
 RM0139* NAD 83(1986)-  46 29 32.     (N)    090 01 30.     (W)     SCALED    
 RM0139* NAVD 88     -       546.226  (meters)    1792.08   (feet)  ADJUSTED  
 RM0139  ___________________________________________________________________
 RM0139  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0139  DYNAMIC HT  -         546.258 (meters)    1792.18  (feet)  COMP
 RM0139  MODELED GRAV-     980,653.1   (mgal)                       NAVD 88
 RM0139
 RM0139  VERT ORDER  -  SECOND    CLASS 0
 RM0139
 RM0139.The horizontal coordinates were scaled from a topographic map and have
 RM0139.an estimated accuracy of +/- 6 seconds.
 RM0139
 RM0139.The orthometric height was determined by differential leveling
 RM0139.and adjusted by the National Geodetic Survey in June 1991..
 RM0139
 RM0139.The geoid height was determined by GEOID03.
 RM0139
 RM0139.The dynamic height is computed by dividing the NAVD 88
 RM0139.geopotential number by the normal gravity value computed on the
 RM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0139.degrees latitude (g = 980.6199 gals.).
 RM0139
 RM0139.The modeled gravity was interpolated from observed gravity values.
 RM0139
 RM0139;                    North         East    Units  Estimated Accuracy
 RM0139;SPC MI N     -   194,360.    7,767,840.      MT  (+/- 180 meters Scaled)
 RM0139
 RM0139                          SUPERSEDED SURVEY CONTROL
 RM0139
 RM0139  NGVD 29 (??/??/92)  546.252  (m)         1792.16   (f) ADJ UNCH    2 0
 RM0139
 RM0139.Superseded values are not recommended for survey control.
 RM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0139.See file dsdata.txt to determine how the superseded data were derived.
 RM0139
 RM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM283530(NAD 83)
 RM0139_MARKER: DR = REFERENCE MARK DISK
 RM0139_SETTING: 80 = SET IN A BOULDER
 RM0139_STAMPING: BESSEMER NO 2 1939
 RM0139_MARK LOGO: CGS   
 RM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0139+STABILITY: SURFACE MOTION
 RM0139
 RM0139  HISTORY     - Date     Condition        Report By
 RM0139  HISTORY     - 1939     MONUMENTED       CGS
 RM0139  HISTORY     - 1948     GOOD             NGS
 RM0139  HISTORY     - 1985     GOOD             NGS
 RM0139  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RM0139  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0139
 RM0139                          STATION DESCRIPTION
 RM0139
 RM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0139'2.2 MI NE FROM BESSEMER.
 RM0139'ABOUT 1.05 MILES EAST ALONG NEW U.S. HIGHWAY 2 FROM THE COURT
 RM0139'HOUSE AT BESSEMER, THENCE ABOUT 1.2 MILES NORTH ALONG A GRAVEL
 RM0139'ROAD, ON THE TOP OF A BALD KNOB OF HILL ABOUT 500 FEET EAST OF
 RM0139'THE ROAD, 251 FEET NORTH OF AN EAST-WEST FENCE LINE, 91 FEET
 RM0139'NORTH-NORTHEAST OF THE STATION MARK, 71 FEET NORTHEAST OF A
 RM0139'10-INCH OAK TREE, 32 FEET EAST OF A 10-INCH OAK TREE, AND SET IN
 RM0139'A DRILL HOLE IN ROCK.
 RM0139
 RM0139                          STATION RECOVERY (1985)
 RM0139
 RM0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0139'RECOVERED IN GOOD CONDITION.
 RM0139
 RM0139                          STATION RECOVERY (1989)
 RM0139
 RM0139'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0139'MARK NOT FOUND.
 RM0139
 RM0139                          STATION RECOVERY (2004)
 RM0139
 RM0139'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0639 ***********************************************************************
 RM0639  DESIGNATION -  BESSIE
 RM0639  PID         -  RM0639
 RM0639  STATE/COUNTY-  MI/GOGEBIC
 RM0639  USGS QUAD   -  BESSEMER (1975)
 RM0639
 RM0639                         *CURRENT SURVEY CONTROL
 RM0639  ___________________________________________________________________
 RM0639* NAD 83(1994)-  46 24 43.00771(N)    090 06 16.68252(W)     ADJUSTED  
 RM0639* NAVD 88     -       480.     (meters)    1575.     (feet)  SCALED    
 RM0639  ___________________________________________________________________
 RM0639  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RM0639  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RM0639
 RM0639  HORZ ORDER  -  THIRD
 RM0639
 RM0639.The horizontal coordinates were established by classical geodetic methods
 RM0639.and adjusted by the National Geodetic Survey in February 1997..
 RM0639
 RM0639.The orthometric height was scaled from a topographic map.
 RM0639
 RM0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0639
 RM0639.The geoid height was determined by GEOID03.
 RM0639
 RM0639;                    North         East     Units Scale Factor Converg.
 RM0639;SPC MI N     -   185,684.460 7,761,379.428   MT  0.99990527   -2 14 38.4
 RM0639;SPC MI N     -   609,200.98 25,463,843.27   iFT  0.99990527   -2 14 38.4
 RM0639;UTM  15      - 5,143,893.328   722,520.721   MT  1.00020869   +2 05 52.9
 RM0639
 RM0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0639!SPC MI N     -   0.99992959  x   0.99990527  =   0.99983487
 RM0639!UTM  15      -   0.99992959  x   1.00020869  =   1.00013827
 RM0639
 RM0639|---------------------------------------------------------------------|
 RM0639| PID    Reference Object                     Distance      Geod. Az  |
 RM0639|                                                           dddmmss.s |
 RM0639| RM0640 73 RC                                16.941 METERS 15710     |
 RM0639| CJ2249 BESSIE RM 1                          24.110 METERS 24236     |
 RM0639| CJ2248 BESSIE AZ MK                                       3575353.0 |
 RM0639|---------------------------------------------------------------------|
 RM0639
 RM0639                          SUPERSEDED SURVEY CONTROL
 RM0639
 RM0639  NAD 83(1994)-  46 24 43.00722(N)    090 06 16.68133(W) AD(       ) 3
 RM0639  NAD 83(1986)-  46 24 43.00166(N)    090 06 16.67660(W) AD(       ) 3
 RM0639  NAD 27      -  46 24 43.19200(N)    090 06 16.04700(W) AD(       ) 3
 RM0639
 RM0639.Superseded values are not recommended for survey control.
 RM0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0639.See file dsdata.txt to determine how the superseded data were derived.
 RM0639
 RM0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2252143893(NAD 83)
 RM0639_MARKER: DS = TRIANGULATION STATION DISK
 RM0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0639_STAMPING: BESSIE 1952
 RM0639_MARK LOGO: CGS   
 RM0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 RM0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0639+STABILITY: SURFACE MOTION
 RM0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0639+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0639
 RM0639  HISTORY     - Date     Condition        Report By
 RM0639  HISTORY     - 1952     MONUMENTED       CGS
 RM0639  HISTORY     - 19941001 GOOD             LOCENG
 RM0639  HISTORY     - 19941001 GOOD             GLORI
 RM0639  HISTORY     - 20020615 GOOD             USPSQD
 RM0639  HISTORY     - 20030822 GOOD             USPSQD
 RM0639
 RM0639                          STATION DESCRIPTION
 RM0639
 RM0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RM0639'THE STATION IS LOCATED ABOUT 5.5 MILES SOUTHWEST OF BESSEMER,
 RM0639'4 MILES SOUTHEAST OF IRONWOOD AND ON THE RIGHT OF WAY OF A
 RM0639'NORTH-SOUTH GRAVEL ROAD.
 RM0639'
 RM0639'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RM0639'N LAKE STREET AT BLINKER LIGHT IN THE NORTHEAST END OF IRONWOOD,
 RM0639'GO SOUTH ON N LAKE STREET FOR 0.4 MILE TO THE JUNCTION WITH
 RM0639'AYERS STREET, TURN LEFT, EAST ON AYERS STREET AND GO 2.2
 RM0639'MILES TO A PAVED ROAD KNOWN AS SOUTH DAVIS ROAD, TURN RIGHT,
 RM0639'SOUTH AND GO 3.6 MILES TO A SIDE ROAD LEFT, TURN LEFT, EAST
 RM0639'AND GO ON GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD, TURN RIGHT,
 RM0639'SOUTH AND GO 0.05 MILE TO THE STATION ON THE LEFT AS
 RM0639'DESCRIBED.
 RM0639'
 RM0639'THE STATION MARK IS STAMPED BESSIE 1932.  IT IS A STANDARD
 RM0639'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 RM0639'IT IS 82 FEET NORTHEAST OF AN INTERSECTION OF A T-ROAD, 42
 RM0639'FEET EAST OF CENTERLINE OF A GRAVEL ROAD AND 5 FEET NORTHWEST
 RM0639'OF A WHITE WITNESS POST.
 RM0639'
 RM0639'REFERENCE MARK 1 IS STAMPED BESSIE NO 1 1952.  IT IS A STANDARD
 RM0639'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RM0639'IT IS 53 FEET NORTHWEST OF AN INTERSECTION OF A T-ROAD AND
 RM0639'37 FEET WEST OF CENTERLINE OF A GRAVEL ROAD.
 RM0639'
 RM0639'REFERENCE MARK 2 WHICH IS A STANDARD U.S. GEOLOGICAL SURVEY
 RM0639'BENCH MARK STAMPED 73 RC 1951.  IT IS SET IN A 6X6 INCH
 RM0639'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RM0639'58 FEET SOUTHWEST OF AN INTERSECTION OF A T-ROAD AND 30 FEET
 RM0639'NORTH OF CENTERLINE OF A GRAVEL ROAD.
 RM0639'
 RM0639'THE AZIMUTH MARK IS STAMPED BESSIE 1952.  IT IS A STANDARD
 RM0639'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RM0639'IT IS 28 FEET WEST OF CENTERLINE OF A GRAVEL ROAD, 5 FEET
 RM0639'SOUTH OF A POWER POLE NO. 6-46/80, 3 FEET EAST OF A NORTH-SOUTH
 RM0639'FENCELINE, 2 FEET SOUTH OF A WHITE WITNESS POST.  TO REACH
 RM0639'THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD FOR
 RM0639'0.4 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RM0639'
 RM0639'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RM0639
 RM0639                          STATION RECOVERY (1994)
 RM0639
 RM0639'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RM0639'TO REACH BESSIE FROM THE STOPLIGHT AT THE INTERSECTION OF U.S. HIGHWAY
 RM0639'2 AND LAKE STREET ROAD, PROCEED EASTERLY ON HIGHWAY 2 FOR 1.7 MI (2.7
 RM0639'KM) TO THE COUNTRY CLUB ROAD.  TURN RIGHT SOUTH ON COUNTRY CLUB ROAD
 RM0639'AND PROCEED 0.65 MI (1.05 KM) TO THE OLD COUNTY COAD.  TURN LEFT EAST
 RM0639'ON THE OLD COUNTY ROAD AND PROCEED EAST 0.5 MI (0.8 KM) TO THE SOUTH
 RM0639'DAVIS ROAD.  TURN RIGHT SOUTH ON SOUTH DAVIS ROAD AND PROCEED SOUTH
 RM0639'FOR 3.4 MI (5.5 KM) TO THE EAST END ROAD.  TURN RIGHT SOUTH AND
 RM0639'PROCEED SOUTH APPROXIMATELY 285 FT (86.9 M) AND THE STATION ON THE
 RM0639'LEFT.  AZIMUTH MARK IS 0.4 MI (0.6 KM) NORTH, 18.0 FT (5.5 M) WEST OF
 RM0639'BLACKTOP, 6.7 FT (2.0 M) SOUTH OF POWER POLE NUMBER 6-46-80, AND 2.0
 RM0639'FT (0.6 M) NORTH OF STEEL GUARD RAIL.
 RM0639
 RM0639                          STATION RECOVERY (1994)
 RM0639
 RM0639'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RM0639'TO REACH BESSIE FROM THE STOPLIGHT AT THE INTERSECTION OF US 2 AND
 RM0639'LAKE ST./RD., PROCEED EASTERLY ON US 2 1.7 MILES (2.7 KM) TO THE
 RM0639'COUNTRY CLUB ROAD.  TURN RIGHT (SOUTH) ON COUNTRY CLUB ROAD AND
 RM0639'PROCEED 0.65 MILES (1.05 KM) TO THE OLD COUNTY ROAD.  TURN LEFT (EAST)
 RM0639'ON THE OLD COUNTY ROAD AND PROCEED EAST 0.5 MILES (0.8 KM) TO THE S.
 RM0639'DAVIS ROAD.  TURN RIGHT (SOUTH) ON THE S.  DAVIS ROAD AND PROCEED
 RM0639'SOUTH FOR 3.4 MILES (5.5 KM) TO HELGREN ROAD.  TURN LEFT (EAST) AND
 RM0639'PROCEED EAST FOR 0.4 MILES (0.6 KM) TO THE E.  END ROAD. TURN RIGHT
 RM0639'(SOUTH) AND PROCEED SOUTH APPROX 285 FEET (86.9 M) AND THE STATION ON
 RM0639'THE LEFT.  AZIMUTH MARK IS 0.4 MILES (0.6 KM) NORTH.  18 FEET (5.5 M)
 RM0639'WEST OF BLACKTOP, 6.7 FT.SOUTH OF POWER POLE 6-46/80, 2.0 FEET (0.6 M)
 RM0639'NORTH OF STEEL GUARD RAIL.  STATION IS 26 FT.E.  OF BLACKTOP, 77 FT.N.
 RM0639'OF PROJECTED ROAD E.  CENTERLINE AND WEST 2.1 FT.FROM STEEL GUARD
 RM0639'RAIL, R.M.1 IS 18 FT.W.  OF BLACKTOP, 10 FT.W.  OF CURVE SIGN, S.10 W.
 RM0639'5.0 FT.FROM BURIED PHONE SIGN, N.45 E.  1.6 FT.FROM STEEL GUARD RAIL
 RM0639
 RM0639                          STATION RECOVERY (2002)
 RM0639
 RM0639'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0639'RECOVERED IN GOOD CONDITION.
 RM0639
 RM0639                          STATION RECOVERY (2003)
 RM0639
 RM0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0639'THE STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD
 RM0639'CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 RM0639'ADD-- THE STATION IS 39 FEET NORTHEAST OF THE CENTER OF THE CURVE ONTO
 RM0639'BLACK RIVER ROAD FROM EAST END ROAD (NOW A PAVED ROAD) AND 2 FEET WEST
 RM0639'OF A YELLOW SURVEY MARKER SIGN.
 RM0639'REFERENCE MARK 1 IS ABOUT 57 FEET NORTH OF UTILITY POLE NUMBER
 RM0639'--6-46/47-- AND UNDERGROUND CABLE PEDESTAL NUMBER --N8683-- AND 1.5
 RM0639'FEET NORTHEAST OF A YELLOW SURVEY MARKER SIGN.
 RM0639'THE AZIMUTH MARK IS ABOUT 200 FEET NORTH OF A DRIVEY TO THE RESIDENCE
 RM0639'AT -N8803- AND 2 FEET NORTH OF A YELLOW SURVEY MARKER SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0605 ***********************************************************************
 PM0605  DESIGNATION -  BETS
 PM0605  PID         -  PM0605
 PM0605  STATE/COUNTY-  MI/BENZIE
 PM0605  USGS QUAD   -  
 PM0605
 PM0605                         *CURRENT SURVEY CONTROL
 PM0605  ___________________________________________________________________
 PM0605* NAD 83(1994)-  44 41 26.76530(N)    086 15 16.41060(W)     ADJUSTED  
 PM0605* NAVD 88     -       181.5    (meters)     595.     (feet)  VERTCON   
 PM0605  ___________________________________________________________________
 PM0605  X           -     296,695.724 (meters)                     COMP
 PM0605  Y           -  -4,532,227.108 (meters)                     COMP
 PM0605  Z           -   4,463,085.944 (meters)                     COMP
 PM0605  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 PM0605  ELLIP HEIGHT-         145.60  (meters)          (07/17/02) GPS OBS
 PM0605  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 PM0605
 PM0605  HORZ ORDER  -  SECOND
 PM0605  ELLP ORDER  -  FOURTH    CLASS I
 PM0605
 PM0605.The horizontal coordinates were established by GPS observations
 PM0605.and adjusted by the National Geodetic Survey in February 1997..
 PM0605
 PM0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0605
 PM0605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0605
 PM0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0605
 PM0605.The ellipsoidal height was determined by GPS observations
 PM0605.and is referenced to NAD 83.
 PM0605
 PM0605.The geoid height was determined by GEOID03.
 PM0605
 PM0605;                    North         East     Units Scale Factor Converg.
 PM0605;SPC MI C     -   154,431.662 5,850,372.333   MT  0.99992238   -1 20 01.0
 PM0605;SPC MI C     -   506,665.56 19,194,134.95   iFT  0.99992238   -1 20 01.0
 PM0605;UTM  16      - 4,948,869.834   559,067.378   MT  0.99964290   +0 31 27.4
 PM0605
 PM0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0605!SPC MI C     -   0.99997717  x   0.99992238  =   0.99989955
 PM0605!UTM  16      -   0.99997717  x   0.99964290  =   0.99962008
 PM0605
 PM0605                          SUPERSEDED SURVEY CONTROL
 PM0605
 PM0605  ELLIP H (02/03/97)  145.64   (m)                       GP(       ) 4 1
 PM0605  NAD 83(1986)-  44 41 26.76576(N)    086 15 16.41743(W) AD(       ) 2
 PM0605  NGVD 29 (12/10/93)  181.6    (m)          596.     (f) GPS OBS        
 PM0605
 PM0605.Superseded values are not recommended for survey control.
 PM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0605.See file dsdata.txt to determine how the superseded data were derived.
 PM0605
 PM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5906748870(NAD 83)
 PM0605_MARKER: A = ALUMINUM MARKER
 PM0605_SETTING: 0 = UNSPECIFIED SETTING
 PM0605_STAMPING: BETS
 PM0605_MARK LOGO: NOS   
 PM0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0605+STABILITY: POSITION/ELEVATION WELL
 PM0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0605+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2004
 PM0605
 PM0605  HISTORY     - Date     Condition        Report By
 PM0605  HISTORY     - 1993     MONUMENTED       NOS
 PM0605  HISTORY     - 19960818 GOOD             USPSQD
 PM0605  HISTORY     - 20040615 GOOD             GEOCAC
 PM0605
 PM0605                          STATION DESCRIPTION
 PM0605
 PM0605'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0605'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) NORTH OF FRANKFORT AT
 PM0605'POINT BETSIE ABOUT 80 METERS (262.5 FT) INSHORE OF LAKE MICHIGAN AND
 PM0605'ABOUT 90 METERS (295.3 FT) SOUTHEAST OF POINT BETSIE LIGHTHOUSE NEAR
 PM0605'THE SOUTHEAST CORNER OF THE U.S. COAST GUARD PROPERTY IN A GRASSY
 PM0605'SAND DUNE.
 PM0605'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN STATE ROAD 22 AND
 PM0605'THE POINT BETSIE LIGHTHOUSE ROAD,HEAD WEST ALONG THE POINT BETSIE
 PM0605'LIGHTHOUSE ROAD FOR 0.6 MI (1.0 KM) TO THE LIGHTHOUSE-COAST GUARD
 PM0605'COMPLEX TO STATION DESCRIBED.
 PM0605'THE STATION IS A STANDARD NOS ALUMINUM DISK AND ROD SET IN CONCRETE
 PM0605'WITH A 4 INCH PVC SLEEVE WITH THREADED CAP, IT IS 29 M (95.1 FT)
 PM0605'NORTH OF THE CENTER OF POINT BETSIE ROAD, 36 M (118.1 FT)
 PM0605'EAST-NORTHEAST OF THE CENTERLINE OF THE COAST GUARD (LIGHTHOUSE)
 PM0605'ENTRANCE DRIVE, 9 M (29.5 FT) NORTHEAST OF A WOODEN TELEPHONE POLE
 PM0605'WITH A WITNESS SIGN ATTACHED TO ITS EAST FACING AND 7 M (23.0 FT)
 PM0605'EAST OF A METAL CYCLONE FENCE.
 PM0605
 PM0605                          STATION RECOVERY (1996)
 PM0605
 PM0605'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0605'RECOVERED IN GOOD CONDITION.
 PM0605
 PM0605                          STATION RECOVERY (2004)
 PM0605
 PM0605'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 PM0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0558 ***********************************************************************
 PM0558  DESIGNATION -  BETSIE POINT LIGHTHOUSE
 PM0558  PID         -  PM0558
 PM0558  STATE/COUNTY-  MI/BENZIE
 PM0558  USGS QUAD   -  
 PM0558
 PM0558                         *CURRENT SURVEY CONTROL
 PM0558  ___________________________________________________________________
 PM0558* NAD 83(1994)-  44 41 28.51529(N)    086 15 19.11338(W)     ADJUSTED  
 PM0558* NAVD 88     -                                                        
 PM0558  ___________________________________________________________________
 PM0558  LAPLACE CORR-           7.18  (seconds)                    DEFLEC99
 PM0558  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 PM0558
 PM0558  HORZ ORDER  -  THIRD
 PM0558
 PM0558.The horizontal coordinates were established by classical geodetic methods
 PM0558.and adjusted by the National Geodetic Survey in February 1997..
 PM0558
 PM0558
 PM0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0558
 PM0558.The geoid height was determined by GEOID03.
 PM0558
 PM0558;                    North         East     Units Scale Factor Converg.
 PM0558;SPC MI C     -   154,487.047 5,850,314.098   MT  0.99992234   -1 20 02.9
 PM0558;SPC MI C     -   506,847.27 19,193,943.89   iFT  0.99992234   -1 20 02.9
 PM0558;UTM  16      - 4,948,923.287   559,007.395   MT  0.99964282   +0 31 25.5
 PM0558
 PM0558                          SUPERSEDED SURVEY CONTROL
 PM0558
 PM0558  NAD 83(1986)-  44 41 28.52365(N)    086 15 19.11047(W) AD(       ) 4
 PM0558  NAD 27      -  44 41 28.53100(N)    086 15 18.75800(W) AD(       ) 3
 PM0558
 PM0558.Superseded values are not recommended for survey control.
 PM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0558.See file dsdata.txt to determine how the superseded data were derived.
 PM0558
 PM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5900748923(NAD 83)
 PM0558_MARKER: 13 = LIGHTHOUSE
 PM0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0558+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2002
 PM0558
 PM0558  HISTORY     - Date     Condition        Report By
 PM0558  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0558  HISTORY     - 1965     GOOD             USLS
 PM0558  HISTORY     - 19960818 GOOD             USPSQD
 PM0558  HISTORY     - 20021230 GOOD             GEOCAC
 PM0558
 PM0558                          STATION DESCRIPTION
 PM0558
 PM0558'DESCRIBED BY US LAKE SURVEY 1965
 PM0558'STATION RECOVERED.
 PM0558
 PM0558                          STATION RECOVERY (1996)
 PM0558
 PM0558'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0558'RECOVERED IN GOOD CONDITION.
 PM0558
 PM0558                          STATION RECOVERY (2002)
 PM0558
 PM0558'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PM0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1160 ***********************************************************************
 RJ1160  DESIGNATION -  BETSY
 RJ1160  PID         -  RJ1160
 RJ1160  STATE/COUNTY-  MI/CHIPPEWA
 RJ1160  USGS QUAD   -  SHEEPHEAD LAKE (1951)
 RJ1160
 RJ1160                         *CURRENT SURVEY CONTROL
 RJ1160  ___________________________________________________________________
 RJ1160* NAD 83(1994)-  46 42 39.12576(N)    085 08 08.61407(W)     ADJUSTED  
 RJ1160* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 RJ1160  ___________________________________________________________________
 RJ1160  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 RJ1160  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 RJ1160
 RJ1160  HORZ ORDER  -  SECOND
 RJ1160
 RJ1160.The horizontal coordinates were established by classical geodetic methods
 RJ1160.and adjusted by the National Geodetic Survey in February 1997..
 RJ1160
 RJ1160.The orthometric height was scaled from a topographic map.
 RJ1160
 RJ1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1160
 RJ1160.The geoid height was determined by GEOID03.
 RJ1160
 RJ1160;                    North         East     Units Scale Factor Converg.
 RJ1160;SPC MI N     -   215,913.141 8,142,529.221   MT  0.99993040   +1 20 50.9
 RJ1160;SPC MI N     -   708,376.45 26,714,334.71   iFT  0.99993040   +1 20 50.9
 RJ1160;UTM  16      - 5,174,722.487   642,493.794   MT  0.99984957   +1 21 26.1
 RJ1160
 RJ1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1160!SPC MI N     -   0.99997059  x   0.99993040  =   0.99990099
 RJ1160!UTM  16      -   0.99997059  x   0.99984957  =   0.99982016
 RJ1160
 RJ1160|---------------------------------------------------------------------|
 RJ1160| PID    Reference Object                     Distance      Geod. Az  |
 RJ1160|                                                           dddmmss.s |
 RJ1160| CH1701 BETSY RM 1                           30.846 METERS 05530     |
 RJ1160| RJ1161 CRISP RESET                         APPROX. 9.2 KM 2823825.5 |
 RJ1160| CH1702 BETSY RM 2                           24.228 METERS 30747     |
 RJ1160|---------------------------------------------------------------------|
 RJ1160
 RJ1160                          SUPERSEDED SURVEY CONTROL
 RJ1160
 RJ1160  NAD 83(1986)-  46 42 39.11920(N)    085 08 08.61129(W) AD(       ) 2
 RJ1160  NAD 27      -  46 42 39.02852(N)    085 08 08.22002(W) AD(       ) 2
 RJ1160
 RJ1160.Superseded values are not recommended for survey control.
 RJ1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1160.See file dsdata.txt to determine how the superseded data were derived.
 RJ1160
 RJ1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4249474722(NAD 83)
 RJ1160_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1160_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1160
 RJ1160  HISTORY     - Date     Condition        Report By
 RJ1160  HISTORY     - 1965     MONUMENTED       CGS
 RJ1160
 RJ1160                          STATION DESCRIPTION
 RJ1160
 RJ1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1160'THE STATION IS LOCATED ABOUT 31 MILES NORTHEAST OF NEWBERRY, 9-1/2
 RJ1160'MILES SOUTHWEST OF
 RJ1160'WHITEFISH POINT, 7-1/2 MILES NORTHWEST OF PARADISE,
 RJ1160'3-1/4 MILES SOUTH OF LAKE SUPERIOR,
 RJ1160'AND ON STATE PROPERTY.
 RJ1160'
 RJ1160'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH
 RJ1160'ON STATE HIGHWAY
 RJ1160'123 FOR 4.3 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 407).
 RJ1160'CONTINUE NORTHEAST ON HIGHWAY 123
 RJ1160'FOR 22.7 MILES TO A SIDE ROAD RIGHT AT
 RJ1160'A SIGN LOWER TAHQUAMENON FALLS.  CONTINUE NORTHEAST
 RJ1160'ON HIGHWAY 123 FOR
 RJ1160'5.65 MILES TO A SIDE ROAD LEFT AT A SIGN CORRECTIONS CAMP.  TURN LEFT
 RJ1160'AND GO NORTH ON A
 RJ1160'GRAVELED ROAD FOR 0.6 MILE TO A 3 WAY FORK.  TAKE THE
 RJ1160'MIDDLE FORK (WIDEWATER ROAD) AND GO
 RJ1160'NORTHEAST ON A TRACK ROAD FOR 3.65
 RJ1160'MILES TO A Y-FORK.  TAKE THE LEFT FORK AND CONTINUE
 RJ1160'NORTHEASTERLY ON THE
 RJ1160'TRACK ROAD FOR 2.4 MILES TO AN OLD CAMP SITE AND SEVERAL OLD CARS.
 RJ1160'CONTINUE NORTHWEST ON THE
 RJ1160'TRACK ROAD FOR 0.7 MILE TO Y-FORK.  TAKE THE
 RJ1160'LEFT FORK AND CONTINUE NORTHWEST
 RJ1160'AND NORTHERLY ON THE MAIN TRAVELED ROAD
 RJ1160'FOR 1.8 MILES TO A TRIANGULAR BLAZED PINE TREE ON
 RJ1160'THE RIGHT AND THE STATION
 RJ1160'ON THE LEFT AT THE TOP OF A SMALL KNOLL.
 RJ1160'
 RJ1160'STATION MARKS ARE STANDARD DISKS STAMPED BETSY 1965.  THE SURFACE
 RJ1160'DISK IS SET IN A
 RJ1160'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 RJ1160'54 FEET SOUTHWEST OF THE 8 INCH
 RJ1160'PINE TREE WITH THE TRIANGULAR BLAZE, 45
 RJ1160'FEET SOUTH OF THE CENTER OF THE TRACK ROAD, 16
 RJ1160'FEET EAST OF A 6 INCH
 RJ1160'PINE TREE, 4.5 FEET SOUTHWEST OF A METAL WITNESS POST, AND NEAR
 RJ1160'THE CENTER OF THE
 RJ1160'HIGHEST POINT OF THE KNOLL.  THE UNDERGROUND DISK IS SET IN
 RJ1160'AN IRREGULAR MASS OF
 RJ1160'CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1160'
 RJ1160'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BETSY NO 1 1965, IS
 RJ1160'SET IN A ROUND
 RJ1160'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 15 FEET
 RJ1160'NORTH OF AN 8 INCH PINE TREE WITH
 RJ1160'A TRIANGULAR BLAZE ON THE NORTH SIDE,
 RJ1160'12 FEET EAST OF AN 8 INCH PINE TREE, 6 FEET NORTH OF
 RJ1160'THE CENTER OF THE
 RJ1160'TRACK ROAD, AN 1 FOOT WEST OF A METAL WITNESS POST.
 RJ1160'
 RJ1160'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BETSY NO 2 1965, IS
 RJ1160'SET IN A ROUND
 RJ1160'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 12 FEET
 RJ1160'WEST OF A 6 INCH PINE TREE, 8
 RJ1160'FEET NORTH OF THE CENTER OF THE TRACK ROAD,
 RJ1160'AND 6 FEET EAST OF A 5 INCH PINE TREE.
 RJ1160'
 RJ1160'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS TIME.
 RJ1160'
 RJ1160'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0238 ***********************************************************************
 NE0238  DESIGNATION -  BEYSTER
 NE0238  PID         -  NE0238
 NE0238  STATE/COUNTY-  MI/ST CLAIR
 NE0238  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0238
 NE0238                         *CURRENT SURVEY CONTROL
 NE0238  ___________________________________________________________________
 NE0238* NAD 83(1986)-  42 32 45.     (N)    082 39 42.     (W)     SCALED    
 NE0238* NAVD 88     -       175.627  (meters)     576.20   (feet)  ADJUSTED  
 NE0238  ___________________________________________________________________
 NE0238  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0238  DYNAMIC HT  -         175.577 (meters)     576.04  (feet)  COMP
 NE0238  MODELED GRAV-     980,333.8   (mgal)                       NAVD 88
 NE0238
 NE0238  VERT ORDER  -  FIRST     CLASS 0
 NE0238
 NE0238.The horizontal coordinates were scaled from a topographic map and have
 NE0238.an estimated accuracy of +/- 6 seconds.
 NE0238
 NE0238.The orthometric height was determined by differential leveling
 NE0238.and adjusted by the National Geodetic Survey in June 1991..
 NE0238
 NE0238.The geoid height was determined by GEOID03.
 NE0238
 NE0238.The dynamic height is computed by dividing the NAVD 88
 NE0238.geopotential number by the normal gravity value computed on the
 NE0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0238.degrees latitude (g = 980.6199 gals.).
 NE0238
 NE0238.The modeled gravity was interpolated from observed gravity values.
 NE0238
 NE0238;                    North         East    Units  Estimated Accuracy
 NE0238;SPC MI S     -   117,590.    4,140,030.      MT  (+/- 180 meters Scaled)
 NE0238
 NE0238                          SUPERSEDED SURVEY CONTROL
 NE0238
 NE0238  NGVD 29 (??/??/92)  175.764  (m)          576.65   (f) ADJ UNCH    1 0
 NE0238
 NE0238.Superseded values are not recommended for survey control.
 NE0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0238.See file dsdata.txt to determine how the superseded data were derived.
 NE0238
 NE0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH635117(NAD 83)
 NE0238_MARKER: Z = SEE DESCRIPTION
 NE0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0238_SP_SET: IRON ROD
 NE0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0238
 NE0238  HISTORY     - Date     Condition        Report By
 NE0238  HISTORY     - 1956     MONUMENTED       USLS
 NE0238  HISTORY     - 1970     GOOD             USLS
 NE0238
 NE0238                          STATION DESCRIPTION
 NE0238
 NE0238'DESCRIBED BY US LAKE SURVEY 1970
 NE0238'AT HARSENS ISLAND.
 NE0238'BEYSTER IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0238'COUNTY, MICHIGAN, ABOUT 0.75 MILE SOUTHWEST OF U.S. COAST
 NE0238'GUARD STATION FROM ENTRANCE OF PRIVATE ROAD LEADING TO OLD CLUB,
 NE0238'PROCEED 0.25 MILE TO A FORK IN ROAD, THEN 241 FEET SOUTHWEST
 NE0238'ALONG LEFT FORK TO BRIDGE OPPOSITE RESIDENCE AT NO. 934, 187
 NE0238'FEET SOUTHEAST OF INTERSECTION OF GRAVEL DRIVE LEADING TO
 NE0238'BRIDGE AND PRIVATE ROAD, 147.6 FEET SOUTHEAST OF A UTILITY POLE
 NE0238'ON NORTHEAST SIDE OF DRIVE, 118.0 FEET NORTHEAST OF A UTILITY
 NE0238'POLE NEAR FORK, 25.2 FEET WEST OF NORTH BRIDGE CORNER, 16.5
 NE0238'FEET NORTHEAST OF A UTILITY POLE, 15.0 FEET WESTERLY OF WEST
 NE0238'CORNER OF BRIDGE OVER CANAL, 1/2-FOOT BELOW THE GROUND SURFACE,
 NE0238'BEING HIGHEST POINT ON TOP OF A 3/4-INCH DIAMETER IRON ROD,
 NE0238'10 FEET LONG.  NOTE-- BM 1956
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1185 ***********************************************************************
 RJ1185  DESIGNATION -  BIDDLE
 RJ1185  PID         -  RJ1185
 RJ1185  STATE/COUNTY-  MI/MACKINAC
 RJ1185  USGS QUAD   -  NAUBINWAY (1973)
 RJ1185
 RJ1185                         *CURRENT SURVEY CONTROL
 RJ1185  ___________________________________________________________________
 RJ1185* NAD 83(1994)-  46 04 31.15073(N)    085 22 41.14015(W)     ADJUSTED  
 RJ1185* NAVD 88     -       179.     (meters)     587.     (feet)  VERTCON   
 RJ1185  ___________________________________________________________________
 RJ1185  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 RJ1185  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RJ1185
 RJ1185  HORZ ORDER  -  FIRST
 RJ1185
 RJ1185.The horizontal coordinates were established by classical geodetic methods
 RJ1185.and adjusted by the National Geodetic Survey in February 1997..
 RJ1185
 RJ1185.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1185
 RJ1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1185
 RJ1185.The geoid height was determined by GEOID03.
 RJ1185
 RJ1185;                    North         East     Units Scale Factor Converg.
 RJ1185;SPC MI N     -   144,879.899 8,125,447.463   MT  0.99990952   +1 10 20.3
 RJ1185;SPC MI N     -   475,327.75 26,658,292.20   iFT  0.99990952   +1 10 20.3
 RJ1185;UTM  16      - 5,103,694.782   625,416.776   MT  0.99979336   +1 10 06.0
 RJ1185
 RJ1185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1185!SPC MI N     -   0.99997742  x   0.99990952  =   0.99988694
 RJ1185!UTM  16      -   0.99997742  x   0.99979336  =   0.99977078
 RJ1185
 RJ1185:                Primary Azimuth Mark                     Grid Az
 RJ1185:SPC MI N     -  WHITE SHOAL LH USLS 1913                 142 52 32.0
 RJ1185:UTM  16      -  WHITE SHOAL LH USLS 1913                 142 52 46.3
 RJ1185
 RJ1185|---------------------------------------------------------------------|
 RJ1185| PID    Reference Object                     Distance      Geod. Az  |
 RJ1185|                                                           dddmmss.s |
 RJ1185| QK0795 WHITE SHOAL LH USLS 1913            APPROX.32.1 KM 1440252.3 |
 RJ1185| CH1703 BIDDLE RM 1                          35.896 METERS 15917     |
 RJ1185| QK0841 LANSING SHOAL LIGHT                 APPROX.23.8 KM 2164715.5 |
 RJ1185| CH1704 BIDDLE RM 2                          23.673 METERS 25750     |
 RJ1185| RJ1215 BIG KNOB                            APPROX.15.8 KM 2653537.3 |
 RJ1185| RJ1186 NAUBINWAY ISLAND LIGHT              APPROX. 5.2 KM 2700840.0 |
 RJ1185|---------------------------------------------------------------------|
 RJ1185
 RJ1185                          SUPERSEDED SURVEY CONTROL
 RJ1185
 RJ1185  NAD 83(1986)-  46 04 31.14507(N)    085 22 41.13785(W) AD(       ) 1
 RJ1185  NAD 27      -  46 04 31.14785(N)    085 22 40.82963(W) AD(       ) 1
 RJ1185  NGVD 29 (07/19/86)  179.     (m)          587.     (f) VERT ANG       
 RJ1185
 RJ1185.Superseded values are not recommended for survey control.
 RJ1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1185.See file dsdata.txt to determine how the superseded data were derived.
 RJ1185
 RJ1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2541703695(NAD 83)
 RJ1185
 RJ1185  HISTORY     - Date     Condition        Report By
 RJ1185  HISTORY     - 1917     MONUMENTED       USLS
 RJ1185  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1185  HISTORY     - 1965     SEE DESCRIPTION  USLS
 RJ1185  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1185  HISTORY     - 1975     GOOD             MIDH
 RJ1185
 RJ1185                          STATION DESCRIPTION
 RJ1185
 RJ1185'DESCRIBED BY US LAKE SURVEY 1917
 RJ1185'ABOUT 3 MILES EAST OF NAUBINWAY, ON BIDDLE OR MATTYS POINT, ON NORTH
 RJ1185'SHORE OF LAKE MICHIGAN, 98 FEET
 RJ1185'NORTH OF WATERS EDGE AT END OF POINT, 84 FEET SOUTH OF THE
 RJ1185'SOUTHEAST CORNER OF FRAME HOUSE, 31
 RJ1185'FEET SOUTH OF BLAZED 12-INCH CEDAR TREE, 40
 RJ1185'FEET NORTHEAST OF BLAZED 8-INCH CEDAR TREE, AND 66
 RJ1185'FEET NORTHWEST OF BLAZED 10-INCH
 RJ1185'DOUBLE BIRCH TREE.  MARKED BY BRASS SCREW IN CONCRETE, FLUSH WITH
 RJ1185'SURFACE OF GROUND, AND
 RJ1185'MARKED U.S. 1917.
 RJ1185
 RJ1185                          STATION RECOVERY (1965)
 RJ1185
 RJ1185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1185'THE STATION IS LOCATED ALONG THE NORTH SHORE OF LAKE MICHIGAN, ON
 RJ1185'MATTIX OR BIDDLE
 RJ1185'POINT, ABOUT 3 MILES EAST OF NAUBINWAY, AND ON PROPERTY
 RJ1185'OWNED BY LAWERENCE INSTITUTE TECH.,
 RJ1185'OF DETROIT MICHIGAN.
 RJ1185'
 RJ1185'TO REACH THE STATION FROM THE POST OFFICE AT THE CAUTION LIGHT IN
 RJ1185'NAUBINWAY, GO
 RJ1185'SOUTHEAST ON U.S. HIGHWAY 2 FOR 2.7 MILES TO A ROADSIDE
 RJ1185'PARK ON THE RIGHT.  CONTINUE
 RJ1185'SOUTHEAST ON HIGHWAY 2 FOR 1.1 MILES TO A
 RJ1185'SIDE ROAD RIGHT AT SIGN LAWERENCE TECH. PT.
 RJ1185'FACULTY RECREATION AREA.
 RJ1185'TURN RIGHT AND GO SOUTHWEST ON A TRACK ROAD FOR 1.25 MILES TO
 RJ1185'3 CABINS ON THE
 RJ1185'LEFT AT THE END OF THE ROAD.  CONTINUE AHEAD SOUTHWEST THROUGH
 RJ1185'AN OLD FIELD FOR 0.15
 RJ1185'MILE TO THE POINT AND THE STATION.
 RJ1185'
 RJ1185'THE STATION MARK IS A BRASS SCREW SET IN THE TOP OF A 12 INCH IN
 RJ1185'DIAMETER CONCRETE
 RJ1185'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND,
 RJ1185'AND IS INSCRIBED US 1917.  THE SCREW
 RJ1185'IS UPSIDE DOWN AND PROJECTS 1/2
 RJ1185'INCH ABOVE THE CONCRETE.  IT IS 80 FEET NORTH OF THE
 RJ1185'EXTREME HIGH WATER
 RJ1185'LINE, 50 FEET SOUTHWEST OF A 14 INCH TWIN TRUNKED CEDAR TREE, 30 FEET
 RJ1185'SOUTH-SOUTHEAST OF
 RJ1185'A 16 INCH CEDAR TREE, 18 FEET NORTHEAST OF AN 8 INCH
 RJ1185'ASPEN TREE WITH A TRIANGULAR BLAZE ON
 RJ1185'THE NORTHEAST SIDE, 15 FEET SOUTHEAST
 RJ1185'OF A 10 INCH ASPEN TREE WITH A TRIANGULAR BLAZE ON THE
 RJ1185'SOUTHEAST
 RJ1185'SIDE, AND 4 FEET SOUTH OF THE SOUTH EDGE OF A 4 FOOT DEPRESSION.  THE
 RJ1185'UNDERGROUND
 RJ1185'MONUMENT WAS NOT INSPECTED AT THIS TIME.
 RJ1185'
 RJ1185'REFERENCE MARK NO. 1, A STANDARD U.S. CORPS OF ENGINEERS REFERENCE
 RJ1185'MARK DISK STAMPED
 RJ1185'BIDDLE NO 1 1917 117.71 (FEET), CEMENTED IN A DRILLED
 RJ1185'HOLE IN THE TOP OF A 9 BY 12 FOOT
 RJ1185'BOULDER WHICH PROJECTS 5 FEET.  IT IS
 RJ1185'27 FEET NORTH OF A LARGE BOULDER WHICH PROJECTS 5
 RJ1185'FEET, WHICH IS AT THE
 RJ1185'WATERS EDGE NOW.
 RJ1185'
 RJ1185'REFERENCE MARK NO. 2, A STANDARD CORPS OF ENGINEERS REFERENCE MARK
 RJ1185'DISK STAMPED
 RJ1185'BIDDLE NO 2 1917 77.71 (FEET), CEMENTED IN A DRILLED HOLE
 RJ1185'IN THE NORTH END OF A 24 BY 36
 RJ1185'INCH LIMESTONE BOULDER WHICH PROJECTS 14
 RJ1185'INCHES.  IT IS 86 FEET NORTH OF THE EXTREME HIGH
 RJ1185'WATER LINE, 64 FEET
 RJ1185'SOUTHWEST OF THE 10 INCH ASPEN TREE WITH THE TRIANGULAR BLAZE, 26
 RJ1185'FEET EAST OF AN 8
 RJ1185'INCH CEDAR TREE, 20 FEET NORTH OF A 12 INCH BIRCH TREE,
 RJ1185'AND 13 FEET NORTHWEST OF AN 8
 RJ1185'INCH CEDAR TREE.
 RJ1185'
 RJ1185'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 RJ1185'THIS TIME.
 RJ1185'
 RJ1185'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RJ1185
 RJ1185                          STATION RECOVERY (1965)
 RJ1185
 RJ1185'RECOVERY NOTE BY US LAKE SURVEY 1965 (HTA)
 RJ1185'FROM THE INTERSECTION OF US 2 AND THE CROSSROAD AT NAUBINWAY, GO
 RJ1185'EAST ON US 2, 4.0
 RJ1185'MILES TO A DIRT ROAD TO RIGHT, FOLLOW ROAD 1.4 MILES TO
 RJ1185'FRAME DWELLING, CONTINUE SOUTHWEST
 RJ1185'ON FOOT ABOUT 500 FEET TO STATION, APPROXIMATELY
 RJ1185'120 FEET FROM WATERS EDGE NEAR SOUTHERLY END OF
 RJ1185'BIDDLE POINT.
 RJ1185'
 RJ1185'CENTER MARK IS UP-TURNED END OF A 1/4 INCH BRASS WOOD SCREW
 RJ1185'SET IN A 11 INCH
 RJ1185'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE
 RJ1185'MARKED U S 1917.
 RJ1185'
 RJ1185'NAIL IN BLAZE 20-INCH CEDAR 30.78 FEET N 13 DEG 16 MIN W.
 RJ1185'
 RJ1185'NAIL IN BLAZE 8-INCH CEDAR 35.38 FEET S 60 DEG 11 MIN E.
 RJ1185'
 RJ1185'NAIL IN BLAZE 9-INCH BALSAM 72.40 FEET N 62 DEG E.
 RJ1185'
 RJ1185'REFERENCE NO. 1 IS A BRONZE DISK SET IN THE HIGHEST POINT
 RJ1185'ON A 9 BY 12 BY 4
 RJ1185'FOOT LIMESTONE BOULDER AT THE WATERS EDGE WHICH IS 21 FEET
 RJ1185'NORTHEAST FROM A SIMILAR BOULDER IS
 RJ1185'117.71 FEET S 18 DEG 55 MIN E OF THE STATION.
 RJ1185'
 RJ1185'REFERENCE NO. 2 A BRONZE DISK SET IN A 2 BY 4 FOOT LIMESTONE BOULDER
 RJ1185'WITH SLOPING TOP
 RJ1185'IS 77.71 FEET S 79 DEG 41 MIN W OF THE STATION.
 RJ1185'
 RJ1185'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 3 MILES EAST OF
 RJ1185'NAUBINWAY.
 RJ1185
 RJ1185                          STATION RECOVERY (1973)
 RJ1185
 RJ1185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1185'QUOTE PRIMARY REFERENCE - LOCATED 3 MI. E OF NAUBINWAY.
 RJ1185'
 RJ1185'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1185'
 RJ1185'ANGLES AND DISTANCES MEASURED O.K.
 RJ1185'
 RJ1185'ORIGINAL DESCRIPTION ADEQUATE.
 RJ1185
 RJ1185                          STATION RECOVERY (1975)
 RJ1185
 RJ1185'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (CK)
 RJ1185'STATION RECOVERED GOOD.
 RJ1185'
 RJ1185'STATION RECOVERED AS DESCRIBED, BUT WAS INACCESSABLE FOR OUR USE.
 RJ1185'
 RJ1185'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF NAUBINWAY
 RJ1185'ON MATTIX OR BIDDLE POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0579 ***********************************************************************
 RK0579  DESIGNATION -  BIG BAY POINT LIGHT
 RK0579  PID         -  RK0579
 RK0579  STATE/COUNTY-  MI/MARQUETTE
 RK0579  USGS QUAD   -  BIG BAY (1985)
 RK0579
 RK0579                         *CURRENT SURVEY CONTROL
 RK0579  ___________________________________________________________________
 RK0579* NAD 83(1994)-  46 50 29.16924(N)    087 40 49.16245(W)     ADJUSTED  
 RK0579* NAVD 88     -                                                        
 RK0579  ___________________________________________________________________
 RK0579  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 RK0579  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 RK0579
 RK0579  HORZ ORDER  -  THIRD
 RK0579
 RK0579.The horizontal coordinates were established by classical geodetic methods
 RK0579.and adjusted by the National Geodetic Survey in February 1997..
 RK0579
 RK0579
 RK0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0579
 RK0579.The geoid height was determined by GEOID03.
 RK0579
 RK0579;                    North         East     Units Scale Factor Converg.
 RK0579;SPC MI N     -   228,973.615 7,948,107.718   MT  0.99994995   -0 29 30.2
 RK0579;SPC MI N     -   751,225.77 26,076,468.89   iFT  0.99994995   -0 29 30.2
 RK0579;UTM  16      - 5,187,768.365   448,125.318   MT  0.99963307   -0 29 46.6
 RK0579
 RK0579                          SUPERSEDED SURVEY CONTROL
 RK0579
 RK0579  NAD 83(1986)-  46 50 29.16074(N)    087 40 49.15761(W) AD(       ) 4
 RK0579  NAD 27      -  46 50 29.44500(N)    087 40 48.68300(W) AD(       ) 3
 RK0579
 RK0579.Superseded values are not recommended for survey control.
 RK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0579.See file dsdata.txt to determine how the superseded data were derived.
 RK0579
 RK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4812587768(NAD 83)
 RK0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0579+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 RK0579
 RK0579  HISTORY     - Date     Condition        Report By
 RK0579  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0579  HISTORY     - 20010331 GOOD             NGS
 RK0579  HISTORY     - 20030615 GOOD             GEOCAC
 RK0579
 RK0579                          STATION DESCRIPTION
 RK0579
 RK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0579'THE STATION IS THE FLASHING LIGHT ATOP THE BRICK DWELLING ON BIG BAY
 RK0579'POINT.  IT IS IN SECTION 1, T. 51 N., R. 27 W., APPROXIMATELY 3
 RK0579'MILES NORTHEAST OF THE VILLAGE OF BIG BAY, 1-3/4 MILES NORTH OF THE
 RK0579'NORTHEASTERN POINT OF LAKE INDEPENDENCE AND ABOUT 135 FEET
 RK0579'WEST OF TRIANGULATION STATION BAY POINT.
 RK0579
 RK0579                          STATION RECOVERY (2001)
 RK0579
 RK0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0579'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0579
 RK0579                          STATION RECOVERY (2003)
 RK0579
 RK0579'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RK0579'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1215 ***********************************************************************
 RJ1215  DESIGNATION -  BIG KNOB
 RJ1215  PID         -  RJ1215
 RJ1215  STATE/COUNTY-  MI/MACKINAC
 RJ1215  USGS QUAD   -  ENGADINE (1973)
 RJ1215
 RJ1215                         *CURRENT SURVEY CONTROL
 RJ1215  ___________________________________________________________________
 RJ1215* NAD 83(1994)-  46 03 51.28266(N)    085 34 52.29261(W)     ADJUSTED  
 RJ1215* NAVD 88     -       219.     (meters)     719.     (feet)  VERTCON   
 RJ1215  ___________________________________________________________________
 RJ1215  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 RJ1215  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RJ1215
 RJ1215  HORZ ORDER  -  SECOND
 RJ1215
 RJ1215.The horizontal coordinates were established by classical geodetic methods
 RJ1215.and adjusted by the National Geodetic Survey in February 1997..
 RJ1215
 RJ1215.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1215
 RJ1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1215
 RJ1215.The geoid height was determined by GEOID03.
 RJ1215
 RJ1215;                    North         East     Units Scale Factor Converg.
 RJ1215;SPC MI N     -   143,347.963 8,109,762.534   MT  0.99991024   +1 01 31.8
 RJ1215;SPC MI N     -   470,301.72 26,606,832.46   iFT  0.99991024   +1 01 31.8
 RJ1215;UTM  16      - 5,102,164.110   609,733.936   MT  0.99974803   +1 01 18.5
 RJ1215
 RJ1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1215!SPC MI N     -   0.99997114  x   0.99991024  =   0.99988139
 RJ1215!UTM  16      -   0.99997114  x   0.99974803  =   0.99971918
 RJ1215
 RJ1215:                Primary Azimuth Mark                     Grid Az
 RJ1215:SPC MI N     -  LANSING SHOAL LIGHT                      174 09 16.5
 RJ1215:UTM  16      -  LANSING SHOAL LIGHT                      174 09 29.8
 RJ1215
 RJ1215|---------------------------------------------------------------------|
 RJ1215| PID    Reference Object                     Distance      Geod. Az  |
 RJ1215|                                                           dddmmss.s |
 RJ1215| QK0841 LANSING SHOAL LIGHT                 APPROX.17.9 KM 1751048.3 |
 RJ1215| CH1706 BIG KNOB RM 1                         5.722 METERS 20415     |
 RJ1215| CH1705 BIG KNOB AZ MK                                     3185131.8 |
 RJ1215| CH1707 BIG KNOB RM 2                         6.150 METERS 32305     |
 RJ1215|---------------------------------------------------------------------|
 RJ1215
 RJ1215                          SUPERSEDED SURVEY CONTROL
 RJ1215
 RJ1215  NAD 83(1986)-  46 03 51.27716(N)    085 34 52.29071(W) AD(       ) 2
 RJ1215  NAD 27      -  46 03 51.30917(N)    085 34 51.93794(W) AD(       ) 2
 RJ1215  NGVD 29 (07/19/86)  219.     (m)          719.     (f) VERT ANG       
 RJ1215
 RJ1215.Superseded values are not recommended for survey control.
 RJ1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1215.See file dsdata.txt to determine how the superseded data were derived.
 RJ1215
 RJ1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0973402164(NAD 83)
 RJ1215_MARKER: Z = SEE DESCRIPTION
 RJ1215_SETTING: 0 = UNSPECIFIED SETTING
 RJ1215
 RJ1215  HISTORY     - Date     Condition        Report By
 RJ1215  HISTORY     - 1965     MONUMENTED       CGS
 RJ1215  HISTORY     - 19950817 GOOD             USPSQD
 RJ1215
 RJ1215                          STATION DESCRIPTION
 RJ1215
 RJ1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1215'STATION IS ABOUT 7 MILES WEST-SOUTHWEST OF NAUBINWAY, 6 MILES
 RJ1215'SOUTHEAST OF GOULD
 RJ1215'CITY, 4 MILES SOUTH OF ENGADINE, 1 MILE WEST OF THE LAKE
 RJ1215'MICHIGAN SHORELINE, ON THE
 RJ1215'HIGHEST POINT OF A HIGH TIMBER COVERED HILL
 RJ1215'AND ON STATE PROPERTY.
 RJ1215'
 RJ1215'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 AND U.S.
 RJ1215'HIGHWAY 2, 1 MILE
 RJ1215'SOUTH OF ENGADINE, GO WEST ON U.S. HIGHWAY 2 FOR 1.55
 RJ1215'MILES TO A SIDE ROAD LEFT.  TURN
 RJ1215'LEFT AND GO SOUTHERLY ON BIT KNOB ROAD
 RJ1215'FOR 3.3 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 RJ1215'CONTINUE SOUTHERLY ON
 RJ1215'BIG KNOB ROAD FOR 0.3 MILE TO A PARKING AREA AND A FOOT TRAIL ON
 RJ1215'THE LEFT AND THE
 RJ1215'END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY UPHILL ON THE
 RJ1215'FOOT TRAIL TO THE HIGHEST POINT
 RJ1215'AND STATION.  (NOTE- A 5 MINUTE PACK)
 RJ1215'
 RJ1215'THE STATION MARKS ARE STANDARD DISKS STAMPED BIG KNOB 1965.  THE
 RJ1215'SURFACE DISK IS
 RJ1215'BRAZED TO A 2 INCH CAST IRON PIPE FLUSH WITH THE GROUND
 RJ1215'SURFACE.  IT IS 20 FEET SOUTH OF A
 RJ1215'5 INCH ASPEN TREE, 17 FEET SOUTH-
 RJ1215'SOUTHWEST OF A 4 INCH ASPEN TREE AND 3.5 FEET WEST OF
 RJ1215'A 4 INCH ASPEN
 RJ1215'TREE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1215'38 INCHES BELOW
 RJ1215'THE GROUND SURFACE.
 RJ1215'
 RJ1215'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BIG KNOB NO 1 1965,
 RJ1215'IS BRAZED TO A 2
 RJ1215'INCH CAST IRON PIPE WHICH PROJECTS 2 INCHES.  IT IS
 RJ1215'25 FEET SOUTH OF THE CENTER OF A
 RJ1215'FOOT TRAIL AND 20 FEET SOUTH-SOUTHWEST
 RJ1215'OF THE 4 INCH ASPEN TREE.
 RJ1215'
 RJ1215'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BIG KNOB NO 2 1965,
 RJ1215'IS BRAZED TO A 2
 RJ1215'INCH CAST IRON PIPE WHICH PROJECTS 1 INCH.  IT IS
 RJ1215'9 FEET NORTH OF THE CENTER OF THE
 RJ1215'FOOT TRAIL AND 2.5 FEET SOUTHWEST OF
 RJ1215'THE 5 INCH ASPEN TREE.
 RJ1215'
 RJ1215'AZIMUTH MARK, A STANDARD DISK STAMPED BIG KNOB 1965, IS SET IN A
 RJ1215'ROUND CONCRETE
 RJ1215'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 28 FEET NORTH
 RJ1215'OF A 20 INCH PINE TREE, 20 FEET
 RJ1215'WEST OF THE CENTER OF A GRAVELED ROAD
 RJ1215'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 RJ1215'
 RJ1215'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RJ1215
 RJ1215                          STATION RECOVERY (1995)
 RJ1215
 RJ1215'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0285 ***********************************************************************
 OK0285  DESIGNATION -  BIG RAPIDS
 OK0285  PID         -  OK0285
 OK0285  STATE/COUNTY-  MI/MECOSTA
 OK0285  USGS QUAD   -  BIG RAPIDS (1985)
 OK0285
 OK0285                         *CURRENT SURVEY CONTROL
 OK0285  ___________________________________________________________________
 OK0285* NAD 83(1986)-  43 41 54.     (N)    085 28 47.     (W)     SCALED    
 OK0285* NAVD 88     -       285.582  (meters)     936.95   (feet)  ADJUSTED  
 OK0285  ___________________________________________________________________
 OK0285  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 OK0285  DYNAMIC HT  -         285.530 (meters)     936.78  (feet)  COMP
 OK0285  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 OK0285
 OK0285  VERT ORDER  -  FIRST     CLASS II
 OK0285
 OK0285.The horizontal coordinates were scaled from a topographic map and have
 OK0285.an estimated accuracy of +/- 6 seconds.
 OK0285
 OK0285.The orthometric height was determined by differential leveling
 OK0285.and adjusted by the National Geodetic Survey in June 1991..
 OK0285
 OK0285.The geoid height was determined by GEOID03.
 OK0285
 OK0285.The dynamic height is computed by dividing the NAVD 88
 OK0285.geopotential number by the normal gravity value computed on the
 OK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0285.degrees latitude (g = 980.6199 gals.).
 OK0285
 OK0285.The modeled gravity was interpolated from observed gravity values.
 OK0285
 OK0285;                    North         East    Units  Estimated Accuracy
 OK0285;SPC MI S     -   244,790.    3,910,280.      MT  (+/- 180 meters Scaled)
 OK0285
 OK0285                          SUPERSEDED SURVEY CONTROL
 OK0285
 OK0285  NGVD 29 (??/??/92)  285.688  (m)          937.29   (f) ADJ UNCH    2 0
 OK0285
 OK0285.Superseded values are not recommended for survey control.
 OK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0285.See file dsdata.txt to determine how the superseded data were derived.
 OK0285
 OK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP225394(NAD 83)
 OK0285_MARKER: DB = BENCH MARK DISK
 OK0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0285_SP_SET: WATER TABLE
 OK0285_STAMPING: BIG RAPIDS 1934 937.295
 OK0285_MARK LOGO: CGS   
 OK0285_PROJECTION: FLUSH
 OK0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0285+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0285
 OK0285  HISTORY     - Date     Condition        Report By
 OK0285  HISTORY     - 1934     MONUMENTED       CGS
 OK0285  HISTORY     - 1940     GOOD             NGS
 OK0285  HISTORY     - 19921111 GOOD             NGS
 OK0285  HISTORY     - 20010626 GOOD             USPSQD
 OK0285
 OK0285                          STATION DESCRIPTION
 OK0285
 OK0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 OK0285'AT BIG RAPIDS.
 OK0285'AT BIG RAPIDS, AT THE NORTHEAST CORNER OF MAPLE STREET AND NORTH
 OK0285'WARREN AVENUE, IN THE FACE OF THE WATER TABLE OF THE POST OFFICE,
 OK0285'13 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 3-1/2
 OK0285'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED 937.095 BIG RAPIDS
 OK0285'1934 AND SET VERTICALLY.
 OK0285
 OK0285                          STATION RECOVERY (1992)
 OK0285
 OK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0285'IN BIG RAPIDS, AT THE INTERSECTION OF SOUTH WARREN AVENUE AND MAPLE
 OK0285'STREET, SET VERTICALLY IN THE SOUTH FACE OF THE POST OFFICE, 24.0 M
 OK0285'(78.7 FT) EAST OF THE AVENUE CENTER, 18.5 M (60.7 FT) NORTH OF THE
 OK0285'STREET CENTER, 4.8 M (15.7 FT) NORTHEAST OF A FLAG POLE, 4.1 M (13.5
 OK0285'FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 1.1 M (3.6 FT)
 OK0285'ABOVE THE GROUND SURFACE.
 OK0285
 OK0285                          STATION RECOVERY (2001)
 OK0285
 OK0285'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6509 ***********************************************************************
 DG6509  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6509  DESIGNATION -  BIG RAPIDS CORS ARP
 DG6509  CORS_ID     -  BIGR
 DG6509  PID         -  DG6509
 DG6509  STATE/COUNTY-  MI/MECOSTA
 DG6509  USGS QUAD   -  BIG RAPIDS (1985)
 DG6509
 DG6509                         *CURRENT SURVEY CONTROL
 DG6509  ___________________________________________________________________
 DG6509* NAD 83(CORS)-  43 40 44.90563(N)    085 29 15.81582(W)     ADJUSTED  
 DG6509* NAVD 88     -                                                        
 DG6509  ___________________________________________________________________
 DG6509  EPOCH DATE  -        2002.00
 DG6509  X           -     363,497.183 (meters)                     COMP
 DG6509  Y           -  -4,606,054.969 (meters)                     COMP
 DG6509  Z           -   4,382,574.853 (meters)                     COMP
 DG6509  ELLIP HEIGHT-         285.56  (meters)          (08/??/04) GPS OBS
 DG6509  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DG6509
 DG6509  HORZ ORDER  -  SPECIAL (CORS)
 DG6509  ELLP ORDER  -  SPECIAL (CORS)
 DG6509
 DG6509.ITRF positions are available for this station.
 DG6509.The coordinates were established by GPS observations
 DG6509.and adjusted by the National Geodetic Survey in August 2004..
 DG6509.The coordinates are valid at the epoch date displayed above.
 DG6509.The epoch date for horizontal control is a decimal equivalence
 DG6509.of Year/Month/Day.
 DG6509
 DG6509
 DG6509.The PID for the CORS L1 Phase Center is DG6510.
 DG6509
 DG6509.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6509
 DG6509.The ellipsoidal height was determined by GPS observations
 DG6509.and is referenced to NAD 83.
 DG6509
 DG6509.The geoid height was determined by GEOID03.
 DG6509
 DG6509;                    North         East     Units Scale Factor Converg.
 DG6509;SPC MI S     -   242,666.255 3,909,603.303   MT  1.00000300   -0 45 46.5
 DG6509;SPC MI S     -   796,149.13 12,826,782.49   iFT  1.00000300   -0 45 46.5
 DG6509
 DG6509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6509!SPC MI S     -   0.99995522  x   1.00000300  =   0.99995822
 DG6509
 DG6509                          SUPERSEDED SURVEY CONTROL
 DG6509
 DG6509.No superseded survey control is available for this station.
 DG6509
 DG6509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2189737348(NAD 83)
 DG6509_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6509
 DG6509                          STATION DESCRIPTION
 DG6509
 DG6509'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6509'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6509'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6509'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6509'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6509'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6510 ***********************************************************************
 DG6510  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6510  DESIGNATION -  BIG RAPIDS CORS L1 PHASE CENTER
 DG6510  CORS_ID     -  BIGR
 DG6510  PID         -  DG6510
 DG6510  STATE/COUNTY-  MI/MECOSTA
 DG6510  USGS QUAD   -  BIG RAPIDS (1985)
 DG6510
 DG6510                         *CURRENT SURVEY CONTROL
 DG6510  ___________________________________________________________________
 DG6510* NAD 83(CORS)-  43 40 44.90571(N)    085 29 15.81576(W)     ADJUSTED  
 DG6510* NAVD 88     -                                                        
 DG6510  ___________________________________________________________________
 DG6510  EPOCH DATE  -        2002.00
 DG6510  X           -     363,497.191 (meters)                     COMP
 DG6510  Y           -  -4,606,055.047 (meters)                     COMP
 DG6510  Z           -   4,382,574.931 (meters)                     COMP
 DG6510  ELLIP HEIGHT-         285.67  (meters)          (08/??/04) GPS OBS
 DG6510  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 DG6510
 DG6510  HORZ ORDER  -  SPECIAL (CORS)
 DG6510  ELLP ORDER  -  SPECIAL (CORS)
 DG6510
 DG6510.ITRF positions are available for this station.
 DG6510.The coordinates were established by GPS observations
 DG6510.and adjusted by the National Geodetic Survey in August 2004..
 DG6510.The coordinates are valid at the epoch date displayed above.
 DG6510.The epoch date for horizontal control is a decimal equivalence
 DG6510.of Year/Month/Day.
 DG6510
 DG6510
 DG6510.The PID for the CORS ARP is DG6509.
 DG6510
 DG6510.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6510
 DG6510.The ellipsoidal height was determined by GPS observations
 DG6510.and is referenced to NAD 83.
 DG6510
 DG6510.The geoid height was determined by GEOID03.
 DG6510
 DG6510;                    North         East     Units Scale Factor Converg.
 DG6510;SPC MI S     -   242,666.258 3,909,603.304   MT  1.00000300   -0 45 46.5
 DG6510;SPC MI S     -   796,149.14 12,826,782.49   iFT  1.00000300   -0 45 46.5
 DG6510
 DG6510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6510!SPC MI S     -   0.99995521  x   1.00000300  =   0.99995821
 DG6510
 DG6510                          SUPERSEDED SURVEY CONTROL
 DG6510
 DG6510.No superseded survey control is available for this station.
 DG6510
 DG6510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2189737348(NAD 83)
 DG6510_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6510
 DG6510                          STATION DESCRIPTION
 DG6510
 DG6510'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6510'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6510'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6510'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6510'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6510'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0580 ***********************************************************************
 PM0580  DESIGNATION -  BIG SABLE LIGHTHOUSE
 PM0580  PID         -  PM0580
 PM0580  STATE/COUNTY-  MI/MASON
 PM0580  USGS QUAD   -  
 PM0580
 PM0580                         *CURRENT SURVEY CONTROL
 PM0580  ___________________________________________________________________
 PM0580* NAD 83(1994)-  44 03 27.85211(N)    086 30 52.06810(W)     ADJUSTED  
 PM0580* NAVD 88     -                                                        
 PM0580  ___________________________________________________________________
 PM0580  LAPLACE CORR-           4.34  (seconds)                    DEFLEC99
 PM0580  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 PM0580
 PM0580  HORZ ORDER  -  THIRD
 PM0580
 PM0580.The horizontal coordinates were established by classical geodetic methods
 PM0580.and adjusted by the National Geodetic Survey in February 1997..
 PM0580
 PM0580
 PM0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0580
 PM0580.The geoid height was determined by GEOID03.
 PM0580
 PM0580;                    North         East     Units Scale Factor Converg.
 PM0580;SPC MI C     -    84,628.957 5,827,915.297   MT  1.00003115   -1 31 02.0
 PM0580;SPC MI C     -   277,654.06 19,120,457.01   iFT  1.00003115   -1 31 02.0
 PM0580;UTM  16      - 4,878,400.147   538,889.715   MT  0.99961860   +0 20 15.5
 PM0580
 PM0580                          SUPERSEDED SURVEY CONTROL
 PM0580
 PM0580  NAD 83(1986)-  44 03 27.85618(N)    086 30 52.07294(W) AD(       ) 4
 PM0580  NAD 27      -  44 03 27.84447(N)    086 30 51.75814(W) AD(       ) 3
 PM0580
 PM0580.Superseded values are not recommended for survey control.
 PM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0580.See file dsdata.txt to determine how the superseded data were derived.
 PM0580
 PM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP3889078400(NAD 83)
 PM0580_MARKER: 13 = LIGHTHOUSE
 PM0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0580+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 PM0580
 PM0580  HISTORY     - Date     Condition        Report By
 PM0580  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0580  HISTORY     - 19950708 GOOD             USPSQD
 PM0580  HISTORY     - 19970807 GOOD             USPSQD
 PM0580  HISTORY     - 20011013 GOOD             USPSQD
 PM0580  HISTORY     - 20051014 GOOD             USPSQD
 PM0580
 PM0580                          STATION DESCRIPTION
 PM0580
 PM0580'DESCRIBED BY US POWER SQUADRON 1995
 PM0580'RECOVERED IN GOOD CONDITION.
 PM0580
 PM0580                          STATION RECOVERY (1997)
 PM0580
 PM0580'RECOVERY NOTE BY US POWER SQUADRON 1997
 PM0580'RECOVERED IN GOOD CONDITION.
 PM0580
 PM0580                          STATION RECOVERY (2001)
 PM0580
 PM0580'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0580'RECOVERED IN GOOD CONDITION.
 PM0580
 PM0580                          STATION RECOVERY (2005)
 PM0580
 PM0580'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0580'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0790 ***********************************************************************
 QK0790  DESIGNATION -  BIG STONE USLS 1918
 QK0790  PID         -  QK0790
 QK0790  STATE/COUNTY-  MI/EMMET
 QK0790  USGS QUAD   -  BIG STONE BAY (1975)
 QK0790
 QK0790                         *CURRENT SURVEY CONTROL
 QK0790  ___________________________________________________________________
 QK0790* NAD 83(1994)-  45 45 23.73852(N)    084 52 57.33493(W)     ADJUSTED  
 QK0790* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0790  ___________________________________________________________________
 QK0790  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 QK0790  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0790
 QK0790  HORZ ORDER  -  FIRST
 QK0790
 QK0790.The horizontal coordinates were established by classical geodetic methods
 QK0790.and adjusted by the National Geodetic Survey in February 1997..
 QK0790
 QK0790.The orthometric height was scaled from a topographic map.
 QK0790
 QK0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0790
 QK0790.The geoid height was determined by GEOID03.
 QK0790
 QK0790;                    North         East     Units Scale Factor Converg.
 QK0790;SPC MI C     -   271,262.447 5,959,859.486   MT  1.00001358   -0 21 52.0
 QK0790;SPC MI C     -   889,968.66 19,553,344.77   iFT  1.00001358   -0 21 52.0
 QK0790;UTM  16      - 5,069,184.292   664,672.222   MT  0.99993339   +1 31 02.0
 QK0790
 QK0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0790!SPC MI C     -   0.99997763  x   1.00001358  =   0.99999121
 QK0790!UTM  16      -   0.99997763  x   0.99993339  =   0.99991102
 QK0790
 QK0790:                Primary Azimuth Mark                     Grid Az
 QK0790:SPC MI C     -  ST HELENA LH USLS 1902                   008 01 30.0
 QK0790:UTM  16      -  ST HELENA LH USLS 1902                   006 08 36.0
 QK0790
 QK0790|---------------------------------------------------------------------|
 QK0790| PID    Reference Object                     Distance      Geod. Az  |
 QK0790|                                                           dddmmss.s |
 QK0790| QK0782 ST HELENA LH USLS 1902              APPROX.11.0 KM 0073938.0 |
 QK0790|---------------------------------------------------------------------|
 QK0790
 QK0790                          SUPERSEDED SURVEY CONTROL
 QK0790
 QK0790  NAD 83(1986)-  45 45 23.73217(N)    084 52 57.33449(W) AD(       ) 1
 QK0790  NAD 27      -  45 45 23.69800(N)    084 52 57.12600(W) AD(       ) 1
 QK0790
 QK0790.Superseded values are not recommended for survey control.
 QK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0790.See file dsdata.txt to determine how the superseded data were derived.
 QK0790
 QK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6467269184(NAD 83)
 QK0790_MARKER: Z = SEE DESCRIPTION
 QK0790_SETTING: 0 = UNSPECIFIED SETTING
 QK0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0790
 QK0790  HISTORY     - Date     Condition        Report By
 QK0790  HISTORY     - 1918     MONUMENTED       USLS
 QK0790  HISTORY     - 1952     SEE DESCRIPTION  USLS
 QK0790  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0790
 QK0790                          STATION DESCRIPTION
 QK0790
 QK0790'DESCRIBED BY US LAKE SURVEY 1918
 QK0790'ON SOUTH SHORE OF STRAITS OF MACKINAC, ON END OF POINT EAST OF BIG
 QK0790'STONE BAY, ON FLAT STONY BEACH, 55 FEET
 QK0790'FROM WATERS EDGE, 25 FEET FROM BRUSH LINE, 33.7 FEET NORTHWEST OF
 QK0790'BLAZED 14-INCH CEDAR TREE, AND
 QK0790'193.7 FEET S 89 DEG 46 MIN W. OF DRILL HOLE IN ONLY LARGE
 QK0790'BOULDER ON BEACH.  MARKED BY BRASS BOLT IN MASS
 QK0790'OF CONCRETE, FLUSH WITH SURFACE
 QK0790'OF GROUND, AND MARKED U.S. 18.
 QK0790
 QK0790                          STATION RECOVERY (1952)
 QK0790
 QK0790'RECOVERY NOTE BY US LAKE SURVEY 1952
 QK0790'STATION RECOVERED IN GOOD CONDITION.  LOCATED IN WILDERNESS STATE
 QK0790'PARK, ON THE N SIDE OF
 QK0790'A CLEARED TELEPHONE LINE RIGHT-OF-WAY, 20 FT. S OF
 QK0790'THE BUSH LINE ALONG THE BEACH,
 QK0790'AND 51.9 FT. W OF A UTILITY POLE
 QK0790'AT AN ANGLE IN A TELEPHONE LINE.  RUINS OF A
 QK0790'4-FT. TRIPOD STAND
 QK0790'OVER THE STATION MARK.  MARKED BY A 3/16-IN. BRASS PLUG, IN THE
 QK0790'TOP OF A 6-
 QK0790'BY 4-IN. CONCRETE POST MARKED US 18 AND PROJECTING
 QK0790'3 IN. ABOVE GROUND SURFACE.
 QK0790'
 QK0790'REFERENCE MARK IS A 1/2-IN. DRILL HOLE, IN A 6- BY 8- BY 5-
 QK0790'FT. GRAY BOULDER
 QK0790'(LARGEST IN THAT VICINITY) BEARS S 89 DEG 45 MIN W,
 QK0790'193.8 FT. FROM THE STATION.
 QK0790'
 QK0790'A TRIANGULAR-BLAZED 11-IN. CEDAR TREE BEARS S 10 DEG W, 35.5
 QK0790'FT. FROM THE
 QK0790'STATION.
 QK0790'
 QK0790'A TRIANGULAR-BLAZED 12-IN. BIRCH TREE BEARS S 62 DEG E, 44.6
 QK0790'FT. FROM THE
 QK0790'STATION.
 QK0790'
 QK0790'A TRIANGULAR-BLAZED 14-IN. CEDAR TREE BEARS S 29 DEG E, 34.3
 QK0790'FT. FROM THE
 QK0790'STATION.
 QK0790'
 QK0790'TO REACH FROM WILDERNESS PARK ROAD AT THE JUNCTION WITH A
 QK0790'N-S ROAD JUST W OF
 QK0790'CARP LAKE RIVER, PROCEED W FOR 2.85 MI. TO
 QK0790'ABOUT THE CENTER OF A SHORT E-W
 QK0790'STRETCH OF THE ROAD.  TURN N AND
 QK0790'GO ABOUT 400 FT. THROUGH THE TREES TO THE STATION.
 QK0790
 QK0790                          STATION RECOVERY (1956)
 QK0790
 QK0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0790'THE STATION MARK WAS RECOVERED AND
 QK0790'FOUND TO BE IN
 QK0790'GOOD CONDITION.  THE REFERENCE POINTS DESCRIBED
 QK0790'WERE ALL RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0435 ***********************************************************************
 PL0435  DESIGNATION -  BIGELOW
 PL0435  PID         -  PL0435
 PL0435  STATE/COUNTY-  MI/MONTMORENCY
 PL0435  USGS QUAD   -  LEWISTON (1950)
 PL0435
 PL0435                         *CURRENT SURVEY CONTROL
 PL0435  ___________________________________________________________________
 PL0435* NAD 83(1994)-  44 59 57.42842(N)    084 17 53.57328(W)     ADJUSTED  
 PL0435* NAVD 88     -       440.     (meters)    1444.     (feet)  SCALED    
 PL0435  ___________________________________________________________________
 PL0435  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 PL0435  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 PL0435
 PL0435  HORZ ORDER  -  FIRST
 PL0435
 PL0435.The horizontal coordinates were established by classical geodetic methods
 PL0435.and adjusted by the National Geodetic Survey in February 1997..
 PL0435
 PL0435.The orthometric height was scaled from a topographic map.
 PL0435
 PL0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0435
 PL0435.The geoid height was determined by GEOID03.
 PL0435
 PL0435;                    North         East     Units Scale Factor Converg.
 PL0435;SPC MI C     -   186,974.754 6,005,396.811   MT  0.99991318   +0 02 54.1
 PL0435;SPC MI C     -   613,434.23 19,702,745.44   iFT  0.99991318   +0 02 54.1
 PL0435;UTM  16      - 4,986,422.505   712,944.755   MT  1.00015761   +1 54 40.1
 PL0435
 PL0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0435!SPC MI C     -   0.99993659  x   0.99991318  =   0.99984978
 PL0435!UTM  16      -   0.99993659  x   1.00015761  =   1.00009419
 PL0435
 PL0435|---------------------------------------------------------------------|
 PL0435| PID    Reference Object                     Distance      Geod. Az  |
 PL0435|                                                           dddmmss.s |
 PL0435| CH1708 BIGELOW RM 1                         20.803 METERS 01215     |
 PL0435| PL0436 WEST ATLANTA FIRE LOT 1932           10.302 METERS 06229     |
 PL0435| CH1709 BIGELOW RM 2                         35.540 METERS 09334     |
 PL0435| CH1710 BIGELOW RM 3                         89.937 METERS 10853     |
 PL0435| QK0624 JOHANNES                            APPROX. 9.4 KM 2861401.4 |
 PL0435|---------------------------------------------------------------------|
 PL0435
 PL0435                          SUPERSEDED SURVEY CONTROL
 PL0435
 PL0435  NAD 83(1986)-  44 59 57.41962(N)    084 17 53.57841(W) AD(       ) 1
 PL0435  NAD 27      -  44 59 57.39200(N)    084 17 53.54600(W) AD(       ) 1
 PL0435
 PL0435.Superseded values are not recommended for survey control.
 PL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0435.See file dsdata.txt to determine how the superseded data were derived.
 PL0435
 PL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1294586423(NAD 83)
 PL0435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0435
 PL0435  HISTORY     - Date     Condition        Report By
 PL0435  HISTORY     - 1932     MONUMENTED       CGS
 PL0435  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PL0435  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0435
 PL0435                          STATION DESCRIPTION
 PL0435
 PL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0435'ABOUT 7 MILES WEST
 PL0435'OF ATLANTA, IN SE
 PL0435'1/4 SEC. 10, T. 30 N., R. 1E., ON LAND OWNED BY BIGELOW LUMBER
 PL0435'INTERESTS OF BAY CITY, 32 FEET
 PL0435'SOUTHWEST OF NORTHWEST LEG OF WEST ATLANTA FIRE
 PL0435'LOOKOUT TOWER, AND 20.5 FEET WEST OF SOUTHWEST
 PL0435'LEG.  TO REACH FROM GAYLORD,
 PL0435'FOLLOW ROUTE M-32 EAST 13 MILES TO JOHANNESBURG, CONTINUE SOUTH
 PL0435'AND EAST 11.0 MILES ON
 PL0435'ROUTE M-32 TO OLD SETTLEMENT OF KAYBEE, TURN LEFT (NORTHWEST) ONTO
 PL0435'SAND ROAD AT STATE FIRE TOWER
 PL0435'2 MILES SIGN, GO THROUGH FARMYARD, FOLLOW MAIN LEFTHAND
 PL0435'FORKS OF SANK TRAIL UP VALLEY 1.5 MILES TO
 PL0435'SIGN READING FIRE TOWER 1/2 MILE,
 PL0435'TAKE RIGHT-HAND FORK OF TRAIL, AND FOLLOW 0.5 MILE TO TOWER.
 PL0435'SURFACE AND UNDERGROUND MARKS ARE
 PL0435'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 PL0435'UPPER MARK PROJECTS 8
 PL0435'INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 PL0435'CONCRETE, NOTE 11A, PROJECTING 8 INCHES.
 PL0435'NO. 1 IS 41.4 FEET NORTH OF NORTHWEST TOWER
 PL0435'LEG, 47.4 FEET NORTHWEST OF NORTHEAST TOWER LEG, AND 68.4
 PL0435'FEET (SLOPE) FROM STATION IN
 PL0435'AZIMUTH 192 DEG 14 MIN.  NO. 2 IS 76.1 FEET SOUTHEAST OF SOUTHEAST
 PL0435'TOWER LEG, 83.7 FEET SOUTHEAST OF
 PL0435'NORTHEAST TOWER LEG, AND 116.6 FEET (SLOPE) FROM STATION IN AZIMUTH
 PL0435'273 DEG 34 MIN.  CENTER OF WEST
 PL0435'ATLANTA FIRE LOOKOUT TOWER IS 10.30 METERS (33.8 FEET) FROM
 PL0435'STATION IN AZIMUTH 242 DEG 29 MIN.
 PL0435
 PL0435                          STATION RECOVERY (1956)
 PL0435
 PL0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PL0435'THE STATION, (NOTES 1A AND 7A) REFERENCE MARKS NOS. 1 AND 2 (NOTES
 PL0435'11A) RECOVERED AND FOUND IN
 PL0435'GOOD CONDITION.  A NEW REFERENCE MARK 3 WAS ESTABLISHED BY THIS
 PL0435'PARTY.
 PL0435'
 PL0435'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 PL0435'
 PL0435'THE STATION IS LOCATED ABOUT 8 MILES EAST OF JOHANNESBURG AND 8 MILES
 PL0435'WEST OF ATLANTA, NEAR THE
 PL0435'HIGHEST POINT OF A HEAVILY TIMBERED RIDGE FORMALLY OCCUPIED BY THE
 PL0435'WEST ATLANTA FIRE LOOKOUT TOWER AND
 PL0435'ON LAND LEASED BY THE CAMP 8 HUNTING CLUB OF
 PL0435'LEWISTON.  IT IS 61 FEET WEST OF THE CENTER OF A WOODS
 PL0435'ROAD, 27 FEET NORTHWEST OF AN 8
 PL0435'INCH TRIANGULAR BLAZED ASH TREE, 20 FEET SOUTHWEST OF THE SOUTHWEST
 PL0435'CONCRETE FOUNDATION OF THE SOUTHWEST
 PL0435'LEG OF THE OLD LOOKOUT TOWER AND 2 FEET NORTH OF A WHITE WITNESS
 PL0435'POST.  THE MARK PROJECTS ABOUT 6
 PL0435'INCHES AND THE DISK IS STAMPED BIGELOW 1932.
 PL0435'
 PL0435'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 33 IN
 PL0435'ATLANTA, GO WEST ON STATE
 PL0435'HIGHWAY 32 FOR 5.4 MILES TO A SIDE ROAD RIGHT ON THE CURVE WHERE THE
 PL0435'HIGHWAY MAKES A CURVE TO THE
 PL0435'SOUTH.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.1
 PL0435'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 PL0435'SOUTHWEST ON GRADED DIRT ROAD FOR 0.2 MILE
 PL0435'TO A GRAVEL PIT.  BEAR LEFT AND FOLLOW GRADED DIRT ROAD
 PL0435'SOUTHWEST AND WEST THROUGH WOODS FOR
 PL0435'2.0 MILES TO A GREEN PAINTED HOUSE WITH A RED ROOF ON THE RIGHT,
 PL0435'NORTH, SIDE OF ROAD.  CONTINUE
 PL0435'STRAIGHT AHEAD, WEST, ON GRADED DIRT ROAD FOR 0.15 MILE TO A DIM
 PL0435'WOODS ROAD LEFT.  TURN LEFT AND
 PL0435'FOLLOW DIM WOODS ROAD SOUTH FOR 0.5 MILE TO A SMALL CLEARING
 PL0435'AND THE STATION AS DESCRIBED.
 PL0435'
 PL0435'REFERENCE MARK 1 IS 68.26 FEET (HORIZONTAL MEASUREMENT) NORTH OF THE
 PL0435'STATION, 70 FEET NORTH OF THE
 PL0435'WHITE WITNESS POST AND 40 FEET NORTHWEST OF THE NORTHWEST CONCRETE
 PL0435'FOUNDATION OF THE OLD LOOKOUT TOWER
 PL0435'LEG.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
 PL0435'IS STAMPED BIGELOW NO 1 1932.
 PL0435'
 PL0435'REFERENCE MARK 2 IS 116.60 FEET EAST OF THE STATION, 57 FEET EAST OF
 PL0435'THE CENTER OF THE DIM WOODS
 PL0435'ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PL0435'BIGELOW NO 2 1932.
 PL0435'
 PL0435'THE 1956 DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH
 PL0435'THE 1932 DISTANCES AND
 PL0435'DIRECTIONS.  A HORIZONTAL MEASUREMENT WAS USED ON REFERENCE MARK 1 AT
 PL0435'THIS TIME.
 PL0435'
 PL0435'REFERENCE MARK 3 IS 295.07 FEET SOUTHEAST OF THE STATION, 5 FEET
 PL0435'SOUTH OF THE CENTER OF THE
 PL0435'DIM WOODS ROAD AND 3 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 PL0435'FLUSH AND THE DISK IS STAMPED BIGELOW
 PL0435'NO 3 1932.
 PL0435'
 PL0435'NO AZIMUTH MARK WAS SET AT THIS STATION, AS THERE WAS NO SUITABLE
 PL0435'PLACE FOR ONE.
 PL0435'
 PL0435'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PL0435
 PL0435                          STATION RECOVERY (2001)
 PL0435
 PL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0913 ***********************************************************************
 OJ0913  DESIGNATION -  BIGHAM USLS 1906
 OJ0913  PID         -  OJ0913
 OJ0913  STATE/COUNTY-  MI/HURON
 OJ0913  USGS QUAD   -  UBLY (1963)
 OJ0913
 OJ0913                         *CURRENT SURVEY CONTROL
 OJ0913  ___________________________________________________________________
 OJ0913* NAD 83(1994)-  43 44 42.19484(N)    082 55 47.08387(W)     ADJUSTED  
 OJ0913* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 OJ0913  ___________________________________________________________________
 OJ0913  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 OJ0913  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0913
 OJ0913  HORZ ORDER  -  FIRST
 OJ0913
 OJ0913.The horizontal coordinates were established by classical geodetic methods
 OJ0913.and adjusted by the National Geodetic Survey in February 1997..
 OJ0913
 OJ0913.The orthometric height was scaled from a topographic map.
 OJ0913
 OJ0913.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0913
 OJ0913.The geoid height was determined by GEOID03.
 OJ0913
 OJ0913;                    North         East     Units Scale Factor Converg.
 OJ0913;SPC MI S     -   250,375.624 4,115,738.987   MT  1.00001966   +0 58 40.3
 OJ0913;SPC MI S     -   821,442.34 13,503,080.67   iFT  1.00001966   +0 58 40.3
 OJ0913;UTM  17      - 4,845,366.797   344,622.079   MT  0.99989695   -1 20 04.5
 OJ0913
 OJ0913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0913!SPC MI S     -   0.99996420  x   1.00001966  =   0.99998386
 OJ0913!UTM  17      -   0.99996420  x   0.99989695  =   0.99986115
 OJ0913
 OJ0913:                Primary Azimuth Mark                     Grid Az
 OJ0913:SPC MI S     -  PARISVILLE CATH CHURCH USLS              102 01 31.5
 OJ0913:UTM  17      -  PARISVILLE CATH CHURCH USLS              104 20 16.3
 OJ0913
 OJ0913|---------------------------------------------------------------------|
 OJ0913| PID    Reference Object                     Distance      Geod. Az  |
 OJ0913|                                                           dddmmss.s |
 OJ0913| OJ0905 PARISVILLE CATH CHURCH USLS         APPROX.10.8 KM 1030011.8 |
 OJ0913| OJ0912 PAGE MILK CO STACK USLS             APPROX. 3.6 KM 1801539.1 |
 OJ0913| OJ0922 POPPLE                              APPROX.15.4 KM 2773621.4 |
 OJ0913| OJ0919 BAD AXE STANDPIPE USLS              APPROX. 8.3 KM 3191627.3 |
 OJ0913| OJ0918 BAD AXE SCHOOL USLS                 APPROX. 8.4 KM 3211601.3 |
 OJ0913| OJ0921 BAD AXE CHURCH USLS                 APPROX. 8.4 KM 3214013.3 |
 OJ0913|---------------------------------------------------------------------|
 OJ0913
 OJ0913                          SUPERSEDED SURVEY CONTROL
 OJ0913
 OJ0913  NAD 83(1986)-  43 44 42.18393(N)    082 55 47.10731(W) AD(       ) 1
 OJ0913  NAD 27      -  43 44 42.12667(N)    082 55 47.31904(W) AD(       ) 1
 OJ0913
 OJ0913.Superseded values are not recommended for survey control.
 OJ0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0913.See file dsdata.txt to determine how the superseded data were derived.
 OJ0913
 OJ0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4462245367(NAD 83)
 OJ0913_MARKER: S = SPIKE
 OJ0913_SETTING: 0 = UNSPECIFIED SETTING
 OJ0913
 OJ0913  HISTORY     - Date     Condition        Report By
 OJ0913  HISTORY     - 1906     MONUMENTED       CGS
 OJ0913  HISTORY     - 1932     GOOD             USLS
 OJ0913  HISTORY     - 1968     GOOD             USGS
 OJ0913  HISTORY     - 1980     GOOD             MIDH
 OJ0913  HISTORY     - 19991120 GOOD             USPSQD
 OJ0913
 OJ0913                          STATION DESCRIPTION
 OJ0913
 OJ0913'DESCRIBED BY US LAKE SURVEY 1932
 OJ0913'ABOUT 2-1/2 MILES NORTH OF UBLY, IN SOUTHEAST CORNER OF SE 1/4 NW 1/4
 OJ0913'SEC. 10, T. 15 N., R. 13 E., BINGHAM
 OJ0913'TOWNSHIP, 61.2 FEET WEST OF NORTH-AND-SOUTH CENTER LINE FENCE OF
 OJ0913'SECTION 10, 148 FEET FROM
 OJ0913'SOUTHEAST CORNER OF FIELD, AND IN 1908 AT SOUTHEAST EDGE
 OJ0913'POPLAR WOODS ON FARM OF ARCHIBALD SMITH.
 OJ0913'SURFACE AND UNDERGROUND MARKS ARE
 OJ0913'SPIKES SURROUNDED BY THREE OTHERS IN CONCRETE MONUMENTS,
 OJ0913'INSCRIBED U.S.L.S.  1906.
 OJ0913'UPPER MARK IS ABOUT 1.5 FEET BELOW SURFACE OF GROUND.  FOLLOWING
 OJ0913'AZIMUTHS ARE FROM
 OJ0913'STATION (IN 1908)- FENCE CORNER AT SOUTHEAST CORNER OF FIELD, 145
 OJ0913'FEET DISTANT, 328 DEG 07 MIN, GERMAN
 OJ0913'LUTHERAN CHURCH SPIRE, 203 DEG 42 MIN 41 SEC, SHIRES BRICK
 OJ0913'HOUSE, CHIMNEY, 122 DEG 20 MIN 21 SEC.
 OJ0913
 OJ0913                          STATION RECOVERY (1968)
 OJ0913
 OJ0913'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 OJ0913'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED
 OJ0913'THE OLD DESCRIPTION IS ADEQUATE.
 OJ0913'
 OJ0913'LAND OWNER INTENDS TO CLEAR TREES FROM AREA.  HE PROMISED TO PRESERVE
 OJ0913'THE MARKS.
 OJ0913'
 OJ0913'QUOTE PRIMARY REFERENCE ABOUT 2-1/2 MILES NORTH OF UBLY
 OJ0913
 OJ0913                          STATION RECOVERY (1980)
 OJ0913
 OJ0913'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0913'STATION FOUND IN GOOD CONDITION ON PRIVATE LAND, IN POPLAR WOODS,
 OJ0913'ABOUT 75 FEET FROM OPEN FIELD.
 OJ0913
 OJ0913                          STATION RECOVERY (1999)
 OJ0913
 OJ0913'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0783 ***********************************************************************
 OJ0783  DESIGNATION -  BIRCH
 OJ0783  PID         -  OJ0783
 OJ0783  STATE/COUNTY-  MI/SANILAC
 OJ0783  USGS QUAD   -  JEDDO (1976)
 OJ0783
 OJ0783                         *CURRENT SURVEY CONTROL
 OJ0783  ___________________________________________________________________
 OJ0783* NAD 83(1994)-  43 12 06.92441(N)    082 30 42.93597(W)     ADJUSTED  
 OJ0783* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 OJ0783  ___________________________________________________________________
 OJ0783  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 OJ0783  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0783
 OJ0783  HORZ ORDER  -  FIRST
 OJ0783
 OJ0783.The horizontal coordinates were established by classical geodetic methods
 OJ0783.and adjusted by the National Geodetic Survey in February 1997..
 OJ0783
 OJ0783.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0783
 OJ0783.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0783
 OJ0783.The geoid height was determined by GEOID03.
 OJ0783
 OJ0783;                    North         East     Units Scale Factor Converg.
 OJ0783;SPC MI S     -   190,707.454 4,150,717.184   MT  0.99992215   +1 15 43.9
 OJ0783;SPC MI S     -   625,680.62 13,617,838.53   iFT  0.99992215   +1 15 43.9
 OJ0783;UTM  17      - 4,784,348.027   377,168.743   MT  0.99978560   -1 02 06.5
 OJ0783
 OJ0783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0783!SPC MI S     -   0.99997680  x   0.99992215  =   0.99989895
 OJ0783!UTM  17      -   0.99997680  x   0.99978560  =   0.99976240
 OJ0783
 OJ0783|---------------------------------------------------------------------|
 OJ0783| PID    Reference Object                     Distance      Geod. Az  |
 OJ0783|                                                           dddmmss.s |
 OJ0783| CH0813 BIRCH RM 1                           19.374 METERS 06015     |
 OJ0783| OJ0600 LAKEPORT                            APPROX. 7.0 KM 1682649.1 |
 OJ0783| OJ0787 BIRCH RM 3                          122.294 METERS 26411     |
 OJ0783| OJ0786 BIRCH RM 3 OFFSET                   117.476 METERS 26411     |
 OJ0783| CH0814 BIRCH RM 2                           27.164 METERS 28734     |
 OJ0783|---------------------------------------------------------------------|
 OJ0783
 OJ0783                          SUPERSEDED SURVEY CONTROL
 OJ0783
 OJ0783  NAD 83(1986)-  43 12 06.91072(N)    082 30 42.96394(W) AD(       ) 1
 OJ0783  NAD 27      -  43 12 06.81129(N)    082 30 43.24171(W) AD(       ) 1
 OJ0783  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 OJ0783
 OJ0783.Superseded values are not recommended for survey control.
 OJ0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0783.See file dsdata.txt to determine how the superseded data were derived.
 OJ0783
 OJ0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7716984348(NAD 83)
 OJ0783_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0783
 OJ0783  HISTORY     - Date     Condition        Report By
 OJ0783  HISTORY     - 1977     MONUMENTED       NGS
 OJ0783  HISTORY     - 1980     GOOD             MIDH
 OJ0783  HISTORY     - 19940727 GOOD             USPSQD
 OJ0783
 OJ0783                          STATION DESCRIPTION
 OJ0783
 OJ0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0783'THE STATION IS LOCATED AT BIRCH BEACH WHICH IS ABOUT 4-1/2
 OJ0783'MILES NORTH-NORTHWEST OF NORTH LAKEPORT, 4-3/4 MILES
 OJ0783'SOUTH-SOUTHEAST OF LEXINGTON.  IT IS ON PROPERTY
 OJ0783'OWNED BY WORTH TOWNSHIP.  PERMISSION WAS GRANTED BY MR. HOWARD
 OJ0783'GALBRAITH, TOWNSHIP SUPERVISOR, 8074 CROSWELL ROAD, JEDDO,
 OJ0783'MICHIGAN, PHONE NUMBER 313-679-9647.  IT IS IN THE
 OJ0783'SOUTHEAST 1/4 SECTION 19, T9N, R17E.
 OJ0783'
 OJ0783'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 25 AND
 OJ0783'STATE HIGHWAY 90 IN LEXINGTON, GO SOUTH ON HIGHWAY 25 FOR 2.9
 OJ0783'MILES TO A SIDE ROAD RIGHT,(BURNS LINE ROAD).
 OJ0783'CONTINUE STRAIGHT AHEAD ON U.S.HIGHWAY 25 FOR 2.1 MILES
 OJ0783'TO A CROSSROAD,(GALBRAITH ROAD).
 OJ0783'TURN LEFT, GO EAST AND NORTH ON GALBRAITH ROAD FOR 0.55
 OJ0783'MILE TO THE STATION ON THE RIGHT.
 OJ0783'
 OJ0783'THE STATION MARKS, STAMPED---BIRCH 1977---, ARE STANDARD DISKS.
 OJ0783'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0783'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 OJ0783'IS 5 FEET SOUTH OF A METAL WITNESS POST, 30.7 FEET
 OJ0783'SOUTH-SOUTHEAST OF A STEEL FENCE CORNER POST AND 86 FEET EAST
 OJ0783'OF THE APPROXIMATE CENTER OF A PAVED ROAD.  THE UNDERGROUND
 OJ0783'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 48
 OJ0783'INCHES BELOW THE GROUND SURFACE.
 OJ0783'
 OJ0783'REFERENCE MARK 1, STAMPED---BIRCH NO 1 1977---, IS A STANDARD
 OJ0783'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0783'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT
 OJ0783'SOUTH OF A CHAIN LINK FENCE, 2 FEET WEST OF A METAL WITNESS
 OJ0783'POST AND 8.5 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 OJ0783'BLOCK PATIO.
 OJ0783'
 OJ0783'REFERENCE MARK 2, STAMPED---BIRCH NO 2 1977---,IS A STANDARD
 OJ0783'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0783'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT
 OJ0783'NORTH OF A METAL WITNESS POST, 2.5 FEET SOUTH OF POWERLINE
 OJ0783'POLE 0-74, AND 18 FEET EAST OF THE APPROXIMATE CENTER OF A
 OJ0783'PAVED ROAD.
 OJ0783'
 OJ0783'REFERENCE MARK 3, STAMPED---BIRCH NO 3 1977---, IS A STANDARD
 OJ0783'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OJ0783'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET
 OJ0783'EAST OF A METAL WITNESS POST, 15 FEET SOUTH OF THE APPROXIMATE
 OJ0783'CENTER OF A GRAVEL ROAD AND 75 FEET EAST OF A POWERLINE POLE
 OJ0783'0-74.
 OJ0783'
 OJ0783'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0783'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.3 METERS.
 OJ0783'DESCRIBED BY G.F.SMITH
 OJ0783
 OJ0783                          STATION RECOVERY (1980)
 OJ0783
 OJ0783'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0783'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION
 OJ0783'CAN EASILY BE REACHED BY VEHICLE.
 OJ0783'
 OJ0783'REFERENCE MARK 1, IS IN GOOD CONDITION AS DESCRIBED EXCEPT IT MEASURES
 OJ0783'63.49 FEET FROM STATION.  RECORD DISTANCE MAY BE SLOPE DISTANCE.
 OJ0783'
 OJ0783'REFERENCE MARK 2 HAS ADEQUATE DESCRIPTION DATA AND ANGLE BETWEEN
 OJ0783'REFERENCE MARK 1 AND REFERENCE MARK 2 AGREE WITH ORIGINAL DATA.
 OJ0783'
 OJ0783'REFERENCE MARK 3 IS IN GOOD CONDITION AND IS 321.0 FEET WEST OF POWER
 OJ0783'LINE POLE NUMBER 0 74 NEAR REFERENCE MARK 2.
 OJ0783
 OJ0783                          STATION RECOVERY (1994)
 OJ0783
 OJ0783'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0252 ***********************************************************************
 RJ0252  DESIGNATION -  BIRCH POINT
 RJ0252  PID         -  RJ0252
 RJ0252  STATE/COUNTY-  MI/CHIPPEWA
 RJ0252  USGS QUAD   -  BRIMLEY (1975)
 RJ0252
 RJ0252                         *CURRENT SURVEY CONTROL
 RJ0252  ___________________________________________________________________
 RJ0252* NAD 83(1994)-  46 26 01.50971(N)    084 31 24.19223(W)     ADJUSTED  
 RJ0252* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 RJ0252  ___________________________________________________________________
 RJ0252  X           -     420,278.488 (meters)                     COMP
 RJ0252  Y           -  -4,383,512.523 (meters)                     COMP
 RJ0252  Z           -   4,598,716.060 (meters)                     COMP
 RJ0252  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 RJ0252  ELLIP HEIGHT-         148.84  (meters)          (02/03/97) GPS OBS
 RJ0252  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0252
 RJ0252  HORZ ORDER  -  FIRST
 RJ0252  ELLP ORDER  -  FOURTH    CLASS I
 RJ0252
 RJ0252.The horizontal coordinates were established by GPS observations
 RJ0252.and adjusted by the National Geodetic Survey in February 1997..
 RJ0252
 RJ0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0252
 RJ0252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0252
 RJ0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0252
 RJ0252.The ellipsoidal height was determined by GPS observations
 RJ0252.and is referenced to NAD 83.
 RJ0252
 RJ0252.The geoid height was determined by GEOID03.
 RJ0252
 RJ0252;                    North         East     Units Scale Factor Converg.
 RJ0252;SPC MI N     -   186,407.658 8,190,293.208   MT  0.99990618   +1 47 24.3
 RJ0252;SPC MI N     -   611,573.68 26,871,040.71   iFT  0.99990618   +1 47 24.3
 RJ0252;UTM  16      - 5,145,222.649   690,262.998   MT  1.00004499   +1 47 42.1
 RJ0252
 RJ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0252!SPC MI N     -   0.99997667  x   0.99990618  =   0.99988285
 RJ0252!UTM  16      -   0.99997667  x   1.00004499  =   1.00002166
 RJ0252
 RJ0252:                Primary Azimuth Mark                     Grid Az
 RJ0252:SPC MI N     -  ONTARIO AIRPORT TANK                     019 18 26.7
 RJ0252:UTM  16      -  ONTARIO AIRPORT TANK                     019 18 08.9
 RJ0252
 RJ0252|---------------------------------------------------------------------|
 RJ0252| PID    Reference Object                     Distance      Geod. Az  |
 RJ0252|                                                           dddmmss.s |
 RJ0252| RJ1083 ONTARIO AIRPORT TANK                APPROX. 6.3 KM 0210551.0 |
 RJ0252| RJ1082 POINTE AUX PINS LIGHT               APPROX. 5.1 KM 0485918.0 |
 RJ0252| RJ1094 BIRCH POINT F RNG LT                  7.701 METERS 16136     |
 RJ0252| RJ1093 BRIMLEY TANK                        APPROX. 5.1 KM 2260552.8 |
 RJ0252| RJ1135 GROS CAP REEFS LIGHT                APPROX.11.2 KM 3210213.1 |
 RJ0252| RJ1134 GROS CAP REEFS LT ANTENNAE          APPROX.11.2 KM 3210328.6 |
 RJ0252| RJ1133 GROS CAP REEFS SOUTH R MAST         APPROX.12.4 KM 3383726.4 |
 RJ0252| RJ1132 GROS CAP REEFS NORTH R MAST         APPROX.12.4 KM 3384727.0 |
 RJ0252|---------------------------------------------------------------------|
 RJ0252
 RJ0252                          SUPERSEDED SURVEY CONTROL
 RJ0252
 RJ0252  NAD 83(1986)-  46 26 01.50172(N)    084 31 24.18990(W) AD(       ) 1
 RJ0252  NAD 83(1986)-  46 26 01.48931(N)    084 31 24.19435(W) AD(       ) 3
 RJ0252  NAD 27      -  46 26 01.42144(N)    084 31 24.02283(W) AD(       ) 3
 RJ0252  NGVD 29 (05/22/90)  185.2    (m)          608.     (f) GPS OBS        
 RJ0252
 RJ0252.Superseded values are not recommended for survey control.
 RJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0252.See file dsdata.txt to determine how the superseded data were derived.
 RJ0252
 RJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9026345223(NAD 83)
 RJ0252_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0252_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0252+WITH SETTING: PAVEMENT
 RJ0252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0252+STABILITY: SURFACE MOTION
 RJ0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0252+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ0252
 RJ0252  HISTORY     - Date     Condition        Report By
 RJ0252  HISTORY     - 1981     MONUMENTED       NOS
 RJ0252  HISTORY     - 1934     GOOD             USLS
 RJ0252  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0252  HISTORY     - 1988     GOOD             USE
 RJ0252
 RJ0252                          STATION DESCRIPTION
 RJ0252
 RJ0252'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0252'THE STATION IS LOCATED ON BIRCH POINT AT THE ENTRANCE TO THE ST
 RJ0252'MARYS RIVER AND LAKE SUPERIOR, IN THE CENTER OF THE CONCRETE SLAB
 RJ0252'BASE OF THE OLD BIRCH POINT FRONT RANGE LIGHT.
 RJ0252'
 RJ0252'TO REACH THE STATION FROM THE BRIDGE OVER THE WAISKA RIVER IN
 RJ0252'BRIMLEY GO EAST ON THE SHORELINE ROAD FOR 3.2 KILOMETERS
 RJ0252'(2.0 MILES) TO THE JUNCTION OF BIRCH POINT ROAD ON THE LEFT.
 RJ0252'TURN LEFT AND GO NORTH AND EAST TO THE RANGE LIGHTS AT THE
 RJ0252'POINT, AND THE AREA OF THE STATION.
 RJ0252'
 RJ0252'THE STATION IS A STANDARD NOS DISK
 RJ0252'STAMPED---BIRCH POINT 1981---,
 RJ0252'CEMENTED INTO A DRILL HOLE IN THE CENTER OF THE CONCRETE SLAB
 RJ0252'BASE OF THE OLD BIRCH POINT FRONT RANGE LIGHT.
 RJ0252'
 RJ0252'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.55 METERS.
 RJ0252
 RJ0252                          STATION RECOVERY (1934)
 RJ0252
 RJ0252'RECOVERY NOTE BY US LAKE SURVEY 1934
 RJ0252'2.5 M NE FROM BRIMLEY.
 RJ0252'2.5 MILES NORTHEAST OF BRIMLEY, CHIPPEWA COUNTY, ON THE SHORE
 RJ0252'OF LAKE SUPERIOR, AT BIRCH POINT, ON THE U.S. LIGHTHOUSE
 RJ0252'RESERVATION, AND ON THE NORTHWEST CONCRETE FOOTING OF THE REAR
 RJ0252'RANGE LIGHT.  THE HIGHEST POINT IN A SQUARE CUT IN THE STONE.
 RJ0252
 RJ0252                          STATION RECOVERY (1983)
 RJ0252
 RJ0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0252'MARK NOT FOUND.
 RJ0252
 RJ0252                          STATION RECOVERY (1988)
 RJ0252
 RJ0252'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ0252'THE STATION IS LOCATED ABOUT 15.3 KM (9.5 MI) SOUTHWEST OF SAULT STE
 RJ0252'MARIE.
 RJ0252'4.0 KM (2.5 MI) NORTHEAST OF BRIMLEY.
 RJ0252'IN GOVT LOT 4 FRAC SEC 26 T47N R2W
 RJ0252'OWNERSHIP--U. S. COAST GUARD.
 RJ0252'
 RJ0252'TO REACH THE STATION FROM BRIMLEY POST OFFICE GO NORTH FOR 0.7 KM
 RJ0252'(0.45 MI) ON PICHE ROAD (M 221), TURN RIGHT AND GO EAST FOR
 RJ0252'3.2 KM (2.0 MI) ON 6 MILE ROAD, TURN LEFT AND GO NORTH FOR 0.6 KM
 RJ0252'(0.4 MI) ON BIRCH PT. ROAD, TURN RIGHT AT NORTHEAST CORNER OF BRICK
 RJ0252'RANCH HOUSE, GO FOR 1.2 KM (0.75 MI), TURN LEFT AND GO EAST ON
 RJ0252'TRAIL ROAD TO LOCKED CHAIN.   THEN WALK 122 M (400 FT) TO BIRCH
 RJ0252'POINT RANGE LIGHT AND STATION IN FRONT.
 RJ0252'
 RJ0252'THE STATION IS A STANDARD NOS DISK
 RJ0252'STAMPED---BIRCH POINT 1981---,
 RJ0252'SET INTO THE TOP OF A CONCRETE SLAB FLUSH WITH SURFACE.  LOCATED
 RJ0252'2.6 METERS (8.42 FT) WEST FROM THE CONCRETE SLAB EDGE, 5.4 METERS
 RJ0252'(17.85 FT) NORTHWEST OF NORTHEAST NAVIGATION LIGHT LEG 1.8 METERS
 RJ0252'(5.95 FT) FROM THE TIP OF AN ANGLE IRON.
 RJ0252'
 RJ0252'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1094 ***********************************************************************
 RJ1094  DESIGNATION -  BIRCH POINT F RNG LT
 RJ1094  PID         -  RJ1094
 RJ1094  STATE/COUNTY-  MI/CHIPPEWA
 RJ1094  USGS QUAD   -  BRIMLEY (1975)
 RJ1094
 RJ1094                         *CURRENT SURVEY CONTROL
 RJ1094  ___________________________________________________________________
 RJ1094* NAD 83(1994)-  46 26 01.28521(N)    084 31 24.07502(W)     ADJUSTED  
 RJ1094* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 RJ1094  ___________________________________________________________________
 RJ1094  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 RJ1094  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ1094
 RJ1094  HORZ ORDER  -  THIRD
 RJ1094
 RJ1094.The horizontal coordinates were established by classical geodetic methods
 RJ1094.and adjusted by the National Geodetic Survey in February 1997..
 RJ1094
 RJ1094.The orthometric height was scaled from a topographic map.
 RJ1094
 RJ1094.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1094
 RJ1094.The geoid height was determined by GEOID03.
 RJ1094
 RJ1094;                    North         East     Units Scale Factor Converg.
 RJ1094;SPC MI N     -   186,400.809 8,190,295.925   MT  0.99990618   +1 47 24.3
 RJ1094;SPC MI N     -   611,551.21 26,871,049.62   iFT  0.99990618   +1 47 24.3
 RJ1094;UTM  16      - 5,145,215.799   690,265.716   MT  1.00004501   +1 47 42.2
 RJ1094
 RJ1094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1094!SPC MI N     -   0.99997749  x   0.99990618  =   0.99988367
 RJ1094!UTM  16      -   0.99997749  x   1.00004501  =   1.00002250
 RJ1094
 RJ1094                          SUPERSEDED SURVEY CONTROL
 RJ1094
 RJ1094  NAD 83(1986)-  46 26 01.26507(N)    084 31 24.07601(W) AD(       ) 4
 RJ1094  NAD 27      -  46 26 01.19721(N)    084 31 23.90446(W) AD(       ) 3
 RJ1094
 RJ1094.Superseded values are not recommended for survey control.
 RJ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1094.See file dsdata.txt to determine how the superseded data were derived.
 RJ1094
 RJ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9026645216(NAD 83)
 RJ1094_MARKER: 14 = NAVIGATION LIGHT
 RJ1094_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1094
 RJ1094  HISTORY     - Date     Condition        Report By
 RJ1094  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1094  HISTORY     - 19940723 GOOD             USPSQD
 RJ1094
 RJ1094                          STATION DESCRIPTION
 RJ1094
 RJ1094'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1094'THE STATION, BIRCH POINT F RNG LT, IS THE CENTER OF THE WHITE
 RJ1094'LIGHT ATOP THE STRUCTURE.
 RJ1094'
 RJ1094'THE STATION IS LOCATED AT THE ENTRANCE TO THE SAINT MARYS RIVER
 RJ1094'ON BIRCH POINT.
 RJ1094
 RJ1094                          STATION RECOVERY (1994)
 RJ1094
 RJ1094'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1092 ***********************************************************************
 RJ1092  DESIGNATION -  BIRCH POINT R RNG LT
 RJ1092  PID         -  RJ1092
 RJ1092  STATE/COUNTY-  MI/CHIPPEWA
 RJ1092  USGS QUAD   -  BRIMLEY (1975)
 RJ1092
 RJ1092                         *CURRENT SURVEY CONTROL
 RJ1092  ___________________________________________________________________
 RJ1092* NAD 83(1994)-  46 25 35.73279(N)    084 30 51.54939(W)     ADJUSTED  
 RJ1092* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 RJ1092  ___________________________________________________________________
 RJ1092  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 RJ1092  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ1092
 RJ1092  HORZ ORDER  -  THIRD
 RJ1092
 RJ1092.The horizontal coordinates were established by classical geodetic methods
 RJ1092.and adjusted by the National Geodetic Survey in February 1997..
 RJ1092
 RJ1092.The orthometric height was scaled from a topographic map.
 RJ1092
 RJ1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1092
 RJ1092.The geoid height was determined by GEOID03.
 RJ1092
 RJ1092;                    North         East     Units Scale Factor Converg.
 RJ1092;SPC MI N     -   185,633.999 8,191,014.639   MT  0.99990587   +1 47 47.9
 RJ1092;SPC MI N     -   609,035.43 26,873,407.61   iFT  0.99990587   +1 47 47.9
 RJ1092;UTM  16      - 5,144,448.943   690,984.596   MT  1.00004838   +1 48 05.0
 RJ1092
 RJ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1092!SPC MI N     -   0.99997232  x   0.99990587  =   0.99987819
 RJ1092!UTM  16      -   0.99997232  x   1.00004838  =   1.00002070
 RJ1092
 RJ1092                          SUPERSEDED SURVEY CONTROL
 RJ1092
 RJ1092  NAD 83(1986)-  46 25 35.71602(N)    084 30 51.55607(W) AD(       ) 4
 RJ1092  NAD 27      -  46 25 35.64750(N)    084 30 51.38673(W) AD(       ) 3
 RJ1092
 RJ1092.Superseded values are not recommended for survey control.
 RJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1092.See file dsdata.txt to determine how the superseded data were derived.
 RJ1092
 RJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9098544449(NAD 83)
 RJ1092_MARKER: 14 = NAVIGATION LIGHT
 RJ1092_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1092
 RJ1092  HISTORY     - Date     Condition        Report By
 RJ1092  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1092  HISTORY     - 19940723 GOOD             USPSQD
 RJ1092
 RJ1092                          STATION DESCRIPTION
 RJ1092
 RJ1092'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1092'THE STATION, BIRCH POINT R RNG LT, IS THE CENTER OF THE WHITE
 RJ1092'LIGHT ATOP THE FOUR-LEGGED STRUCTURE.
 RJ1092'
 RJ1092'THE STATION IS LOCATED ON BIRCH POINT AT THE MOUTH OF THE
 RJ1092'SAINT MARYS RIVER.
 RJ1092
 RJ1092                          STATION RECOVERY (1994)
 RJ1092
 RJ1092'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0071 ***********************************************************************
 OJ0071  DESIGNATION -  BIRCH USLS
 OJ0071  PID         -  OJ0071
 OJ0071  STATE/COUNTY-  MI/SANILAC
 OJ0071  USGS QUAD   -  CROSWELL (1976)
 OJ0071
 OJ0071                         *CURRENT SURVEY CONTROL
 OJ0071  ___________________________________________________________________
 OJ0071* NAD 83(1986)-  43 18 49.     (N)    082 32 01.     (W)     SCALED    
 OJ0071* NAVD 88     -       186.691  (meters)     612.50   (feet)  ADJUSTED  
 OJ0071  ___________________________________________________________________
 OJ0071  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0071  DYNAMIC HT  -         186.653 (meters)     612.38  (feet)  COMP
 OJ0071  MODELED GRAV-     980,413.2   (mgal)                       NAVD 88
 OJ0071
 OJ0071  VERT ORDER  -  FIRST     CLASS 0
 OJ0071
 OJ0071.The horizontal coordinates were scaled from a topographic map and have
 OJ0071.an estimated accuracy of +/- 6 seconds.
 OJ0071
 OJ0071.The orthometric height was determined by differential leveling
 OJ0071.and adjusted by the National Geodetic Survey in June 1991..
 OJ0071.WARNING-Repeat measurements at this control monument indicate possible
 OJ0071.vertical movement.
 OJ0071
 OJ0071.The geoid height was determined by GEOID03.
 OJ0071
 OJ0071.The dynamic height is computed by dividing the NAVD 88
 OJ0071.geopotential number by the normal gravity value computed on the
 OJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0071.degrees latitude (g = 980.6199 gals.).
 OJ0071
 OJ0071.The modeled gravity was interpolated from observed gravity values.
 OJ0071
 OJ0071;                    North         East    Units  Estimated Accuracy
 OJ0071;SPC MI S     -   203,070.    4,148,690.      MT  (+/- 180 meters Scaled)
 OJ0071
 OJ0071                          SUPERSEDED SURVEY CONTROL
 OJ0071
 OJ0071  NGVD 29 (??/??/??)  186.804  (m)          612.87   (f) ADJUSTED    1 0
 OJ0071
 OJ0071.Superseded values are not recommended for survey control.
 OJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0071.See file dsdata.txt to determine how the superseded data were derived.
 OJ0071
 OJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756967(NAD 83)
 OJ0071_MARKER: B = BOLT
 OJ0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0071_SP_SET: CULVERT
 OJ0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0071
 OJ0071  HISTORY     - Date     Condition        Report By
 OJ0071  HISTORY     - 1970     MONUMENTED       USLS
 OJ0071  HISTORY     - 1970     GOOD             USLS
 OJ0071  HISTORY     - 1980     GOOD             NGS
 OJ0071  HISTORY     - 19940727 GOOD             USPSQD
 OJ0071
 OJ0071                          STATION DESCRIPTION
 OJ0071
 OJ0071'DESCRIBED BY US LAKE SURVEY 1970
 OJ0071'3.2 MI N FROM LEXINGTON.
 OJ0071'BIRCH IS IN SANILAC COUNTY, MICHIGAN, ABOUT 3.2 MILES NORTH OF
 OJ0071'INTERSECTION OF HURON AVENUE AND MAIN STREET (U.S. 25) IN
 OJ0071'LEXINGTON, ABOUT 0.15 MILE NORTH OF CENTERLINE OF COUNTY FARM
 OJ0071'ROAD, 60 FEET NORTH OF UTILITY POLE NO. D.E. 63-40-63, 48 FEET
 OJ0071'EAST OF CENTERLINE OF HIGHWAY U.S. 25, 0.9 FEET NORTH OF WEST
 OJ0071'EDGE AND 0.3 FEET EAST OF WEST EDGE OF CONCRETE CULVERT HEADWALL,
 OJ0071'15 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT ON TOP OF A
 OJ0071'1/2-INCH DIAMETER STEEL BOLT SET INTO TOP OF THE CULVERT.  BM
 OJ0071'BIRCH 1970.
 OJ0071
 OJ0071                          STATION RECOVERY (1980)
 OJ0071
 OJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0071'5.1 KILOMETERS (3.2 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0071'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.28 KILOMETER
 OJ0071'(0.15 MILE) NORTH OF THE JUNCTION OF COUNTY FARM ROAD, THIS MARK
 OJ0071'IS A 3/8-INCH BOLT SET NEAR THE SOUTH END OF THE EAST HEADWALL
 OJ0071'OF A LARGE CONCRETE BOX CULVERT, 14.6 METERS (48.0 FEET) EAST OF
 OJ0071'THE CENTER LINE OF THE HIGHWAY, 11.19 METERS (36.7 FEET) NORTH OF THE
 OJ0071'PAVED DRIVEWAY TO HOUSE NUMBER 3925, 0.28 METER (0.9 FOOT) NORTH
 OJ0071'OF THE SOUTH END OF THE HEADWALL.
 OJ0071'THE MARK IS 4.6 M BELOW HIGHWAY.
 OJ0071
 OJ0071                          STATION RECOVERY (1994)
 OJ0071
 OJ0071'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1521 ***********************************************************************
 NE1521  DESIGNATION -  BISHOP 2
 NE1521  PID         -  NE1521
 NE1521  STATE/COUNTY-  MI/GENESEE
 NE1521  USGS QUAD   -  FLINT SOUTH (1975)
 NE1521
 NE1521                         *CURRENT SURVEY CONTROL
 NE1521  ___________________________________________________________________
 NE1521* NAD 83(1994)-  42 57 56.53835(N)    083 43 56.95073(W)     ADJUSTED  
 NE1521* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 NE1521  ___________________________________________________________________
 NE1521  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 NE1521  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NE1521  OBS GRAVITY -     980,356.1   (mgal)                       GRAV_OBS
 NE1521
 NE1521  HORZ ORDER  -  THIRD
 NE1521
 NE1521.This mark is at Bishop Intl Airport (FNT)
 NE1521
 NE1521.The horizontal coordinates were established by classical geodetic methods
 NE1521.and adjusted by the National Geodetic Survey in February 1997..
 NE1521.No horizontal observational check was made to the station.
 NE1521
 NE1521.The orthometric height was scaled from a topographic map.
 NE1521
 NE1521.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1521
 NE1521.The geoid height was determined by GEOID03.
 NE1521.The observed gravity was obtained from relative gravimeter ties
 NE1521.to the IGSN71 gravity network.
 NE1521
 NE1521;                    North         East     Units Scale Factor Converg.
 NE1521;SPC MI S     -   163,001.852 4,051,735.174   MT  0.99990787   +0 25 53.7
 NE1521;SPC MI S     -   534,782.98 13,293,094.40   iFT  0.99990787   +0 25 53.7
 NE1521;UTM  17      - 4,760,629.638   277,149.588   MT  1.00021099   -1 51 47.2
 NE1521
 NE1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1521!SPC MI S     -   0.99996849  x   0.99990787  =   0.99987636
 NE1521!UTM  17      -   0.99996849  x   1.00021099  =   1.00017947
 NE1521
 NE1521|---------------------------------------------------------------------|
 NE1521| PID    Reference Object                     Distance      Geod. Az  |
 NE1521|                                                           dddmmss.s |
 NE1521| CH0815 BISHOP RM 1                          30.678 METERS 00523     |
 NE1521| CH0817 BISHOP 2 RM 3                        11.518 METERS 15636     |
 NE1521| CH0816 BISHOP RM 2                          18.966 METERS 16728     |
 NE1521| NE1522 BISHOP AIRPORT VORTAC               APPROX. 0.7 KM 2730502.2 |
 NE1521| NE0774 BISHOP AZ MK                                       3574758.8 |
 NE1521| NE1515 BISHOP                                3.884 METERS 35748     |
 NE1521|---------------------------------------------------------------------|
 NE1521
 NE1521                          SUPERSEDED SURVEY CONTROL
 NE1521
 NE1521  NAD 83(1986)-  42 57 56.53652(N)    083 43 56.97708(W) AD(       ) 3
 NE1521  NAD 27      -  42 57 56.43623(N)    083 43 57.13143(W) AD(       ) 3
 NE1521
 NE1521.Superseded values are not recommended for survey control.
 NE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1521.See file dsdata.txt to determine how the superseded data were derived.
 NE1521
 NE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7715060630(NAD 83)
 NE1521_MARKER: DS = TRIANGULATION STATION DISK
 NE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1521_STAMPING: BISHOP 2 1967
 NE1521_MARK LOGO: CGS   
 NE1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1521+STABILITY: SURFACE MOTION
 NE1521
 NE1521  HISTORY     - Date     Condition        Report By
 NE1521  HISTORY     - 1967     MONUMENTED       CGS
 NE1521  HISTORY     - 1971     GOOD             NGS
 NE1521  HISTORY     - 1975     GOOD             NGS
 NE1521  HISTORY     - 1980     GOOD             MIDH
 NE1521  HISTORY     - 1982     GOOD             NGS
 NE1521  HISTORY     - 19910108 GOOD             LOCENG
 NE1521  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE1521  HISTORY     - 20050128 GOOD             USPSQD
 NE1521  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE1521
 NE1521                          STATION DESCRIPTION
 NE1521
 NE1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NE1521'THE STATION IS LOCATED AT THE EAST ENTRANCE OF THE BISHOP AIRPORT
 NE1521'AND ON THE WEST
 NE1521'SIDE OF TORREY ROAD.  IT IS 63 FEET WEST OF THE
 NE1521'CENTERLINE OF TORREY ROAD, 30 FEET
 NE1521'SOUTH OF THE CENTERLINE OF A PAVED
 NE1521'DRIVEWAY LEADING TO A GROUP OF HANGARS (EAST ENTRANCE
 NE1521'TO AIRPORT) AND 1
 NE1521'FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 NE1521'DISK IS STAMPED
 NE1521'BISHOP 2 1967.
 NE1521'
 NE1521'REFERENCE MARK 1 IS 70 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY,
 NE1521'51 FEET WEST OF
 NE1521'THE CENTERLINE OF THE ROAD AND 1 FOOT WEST OF A
 NE1521'METAL WITNESS POST.  THE MONUMENT
 NE1521'PROJECTS 3 INCHES AND THE DISK IS
 NE1521'STAMPED BISHOP NO 1 1943.
 NE1521'
 NE1521'REFERENCE MARK 2 IS 90 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 NE1521'51 FEET WEST OF
 NE1521'THE CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A
 NE1521'METAL WITNESS POST.  THE MONUMENT
 NE1521'IS FLUSH AND THE DISK IS STAMPED
 NE1521'BISHOP NO 2 1943.
 NE1521'
 NE1521'REFERENCE MARK 3 IS 63 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 NE1521'AND 49 FEET WEST
 NE1521'OF THE CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS
 NE1521'3 INCHES AND THE DISK IS STAMPED
 NE1521'BISHOP 2 NO 3 1967.
 NE1521'
 NE1521'THE AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTERLINE OF BRISTOL
 NE1521'ROAD, 51 FEET WEST
 NE1521'OF A FENCE CORNER AT THE NORTHEAST EDGE OF THE AIRPORT,
 NE1521'1 FOOT NORTH OF A FENCE, 1 FOOT EAST
 NE1521'OF A METAL WITNESS POST,
 NE1521'ABOUT 200 FEET SOUTHWEST OF THE BRISTOL METHODIST
 NE1521'CHURCH AND ABOUT 100
 NE1521'FEET SOUTHWEST OF THE INTERSECTION OF BRISTOL ROAD AND OLD TORREY
 NE1521'ROAD.  THE MONUMENT
 NE1521'PROJECTS 6 INCHES AND THE DISK IS STAMPED BISHOP 1943.
 NE1521'
 NE1521'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NE1521
 NE1521                          STATION RECOVERY (1971)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1521'RM 1, RM 2, BISHOP 2 1967 RM 3, BISHOP 2 1967 WERE RECOVERED IN GOOD
 NE1521'CONDITION.
 NE1521'
 NE1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE1521
 NE1521                          STATION RECOVERY (1975)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE1521'RECOVERED AS DESCRIBED.
 NE1521'
 NE1521'RMS NOT SEARCHED FOR.
 NE1521'
 NE1521'AZIMUTH MARK RECOVERED AS DESCRIBED.
 NE1521'
 NE1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT,
 NE1521'FLINT.
 NE1521
 NE1521                          STATION RECOVERY (1980)
 NE1521
 NE1521'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1521'THE STATION, REFERENCE MARKS 1, 2, AND 3 WERE ALL FOUND IN GOOD
 NE1521'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE DIRECTIONS AND
 NE1521'DISTANCES WERE NOT CHECKED.  TO REACH AND DESCRIPTION ARE ADEQUATE.
 NE1521
 NE1521                          STATION RECOVERY (1982)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1521'STATION RECOVERED AS DESCRIBED.
 NE1521'
 NE1521'RMS AND AZIMUTH MARK NOT SEARCHED FOR.
 NE1521'
 NE1521'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE1521
 NE1521                          STATION RECOVERY (1991)
 NE1521
 NE1521'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 NE1521'RECOVERED AS DESCRIBED.
 NE1521
 NE1521                          STATION RECOVERY (2001)
 NE1521
 NE1521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1521
 NE1521                          STATION RECOVERY (2005)
 NE1521
 NE1521'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1521'RECOVERED IN GOOD CONDITION.
 NE1521
 NE1521                          STATION RECOVERY (2006)
 NE1521
 NE1521'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1512 ***********************************************************************
 NE1512  DESIGNATION -  BISHOP AIRPORT AP STA A 1959
 NE1512  PID         -  NE1512
 NE1512  STATE/COUNTY-  MI/GENESEE
 NE1512  USGS QUAD   -  FLINT SOUTH (1975)
 NE1512
 NE1512                         *CURRENT SURVEY CONTROL
 NE1512  ___________________________________________________________________
 NE1512* NAD 83(1994)-  42 58 09.74916(N)    083 43 58.53356(W)     ADJUSTED  
 NE1512* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 NE1512  ___________________________________________________________________
 NE1512  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 NE1512  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE1512
 NE1512  HORZ ORDER  -  THIRD
 NE1512
 NE1512.This mark is at Bishop Intl Airport (FNT)
 NE1512
 NE1512.The horizontal coordinates were established by classical geodetic methods
 NE1512.and adjusted by the National Geodetic Survey in February 1997..
 NE1512
 NE1512.The orthometric height was scaled from a topographic map.
 NE1512
 NE1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1512
 NE1512.The geoid height was determined by GEOID03.
 NE1512
 NE1512;                    North         East     Units Scale Factor Converg.
 NE1512;SPC MI S     -   163,409.204 4,051,696.239   MT  0.99990796   +0 25 52.6
 NE1512;SPC MI S     -   536,119.44 13,292,966.66   iFT  0.99990796   +0 25 52.6
 NE1512;UTM  17      - 4,761,038.346   277,126.988   MT  1.00021112   -1 51 48.8
 NE1512
 NE1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1512!SPC MI S     -   0.99996880  x   0.99990796  =   0.99987676
 NE1512!UTM  17      -   0.99996880  x   1.00021112  =   1.00017991
 NE1512
 NE1512:                Primary Azimuth Mark                     Grid Az
 NE1512:SPC MI S     -  FLINT FISHER BODY CO STACK               067 39 20.9
 NE1512:UTM  17      -  FLINT FISHER BODY CO STACK               069 57 02.3
 NE1512
 NE1512|---------------------------------------------------------------------|
 NE1512| PID    Reference Object                     Distance      Geod. Az  |
 NE1512|                                                           dddmmss.s |
 NE1512| NE1517 FLINT FISHER BODY CO STACK          APPROX. 4.7 KM 0680513.5 |
 NE1512| NE1515 BISHOP                              405.367 METERS 1745639.6 |
 NE1512| NE1522 BISHOP AIRPORT VORTAC               APPROX. 0.8 KM 2405449.5 |
 NE1512| NE1513 BISHOP AIRPORT ILS GS ANTENNA       APPROX. 1.3 KM 2635236.3 |
 NE1512| NE1520 AIRPORT BCN BISHOP APT FLINT        APPROX. 0.6 KM 3114303.0 |
 NE1512|---------------------------------------------------------------------|
 NE1512
 NE1512                          SUPERSEDED SURVEY CONTROL
 NE1512
 NE1512  NAD 83(1986)-  42 58 09.74729(N)    083 43 58.55989(W) AD(       ) 3
 NE1512  NAD 27      -  42 58 09.64800(N)    083 43 58.71400(W) AD(       ) 3
 NE1512
 NE1512.Superseded values are not recommended for survey control.
 NE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1512.See file dsdata.txt to determine how the superseded data were derived.
 NE1512
 NE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7712761038(NAD 83)
 NE1512_MARKER: Z = SEE DESCRIPTION
 NE1512_SETTING: 0 = UNSPECIFIED SETTING
 NE1512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1512
 NE1512  HISTORY     - Date     Condition        Report By
 NE1512  HISTORY     - 1959     MONUMENTED       CGS
 NE1512  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1512  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1512  HISTORY     - 1975     MARK NOT FOUND   NGS
 NE1512  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE1512
 NE1512                          STATION DESCRIPTION
 NE1512
 NE1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1512'THE STATION IS LOCATED IN THE
 NE1512'EXTREME SOUTHEAST
 NE1512'CORNER OF THE EAST-WEST
 NE1512'RUNWAY (9-27) OF BISHOP AIRPORT.  IT
 NE1512'IS COUNTER
 NE1512'SUNK IN THE CONCRETE RUNWAY, 0.72 FOOT NORTH OF THE
 NE1512'SOUTH EDGE OF THE
 NE1512'RUNWAY AND 0.72 FOOT WEST OF THE EAST END OF THE RUNWAY.
 NE1512
 NE1512                          STATION RECOVERY (1965)
 NE1512
 NE1512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FBM)
 NE1512'THIS STATION WAS RECOVERED AS DESCRIBED.
 NE1512
 NE1512                          STATION RECOVERY (1971)
 NE1512
 NE1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1512'STATION SEARCHED FOR BUT NOT RECOVERED.
 NE1512'
 NE1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT BISHOP AIRPORT
 NE1512
 NE1512                          STATION RECOVERY (1975)
 NE1512
 NE1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE1512'STATION DESTROYED DUE TO CONSTRUCTION AND OVERLAY OF RUNWAY.
 NE1512'
 NE1512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE1512
 NE1512                          STATION RECOVERY (2005)
 NE1512
 NE1512'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0774 ***********************************************************************
 NE0774  DESIGNATION -  BISHOP AZ MK
 NE0774  PID         -  NE0774
 NE0774  STATE/COUNTY-  MI/GENESEE
 NE0774  USGS QUAD   -  FLINT SOUTH (1975)
 NE0774
 NE0774                         *CURRENT SURVEY CONTROL
 NE0774  ___________________________________________________________________
 NE0774* NAD 83(1986)-  42 58 24.     (N)    083 43 57.     (W)     SCALED    
 NE0774* NAVD 88     -       231.125  (meters)     758.28   (feet)  ADJUSTED  
 NE0774  ___________________________________________________________________
 NE0774  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE0774  DYNAMIC HT  -         231.065 (meters)     758.09  (feet)  COMP
 NE0774  MODELED GRAV-     980,355.8   (mgal)                       NAVD 88
 NE0774
 NE0774  VERT ORDER  -  SECOND    CLASS 0
 NE0774
 NE0774.This mark is at Bishop Intl Airport (FNT)
 NE0774
 NE0774.The horizontal coordinates were scaled from a topographic map and have
 NE0774.an estimated accuracy of +/- 6 seconds.
 NE0774
 NE0774.The orthometric height was determined by differential leveling
 NE0774.and adjusted by the National Geodetic Survey in June 1991..
 NE0774
 NE0774.The geoid height was determined by GEOID03.
 NE0774
 NE0774.The dynamic height is computed by dividing the NAVD 88
 NE0774.geopotential number by the normal gravity value computed on the
 NE0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0774.degrees latitude (g = 980.6199 gals.).
 NE0774
 NE0774.The modeled gravity was interpolated from observed gravity values.
 NE0774
 NE0774;                    North         East    Units  Estimated Accuracy
 NE0774;SPC MI S     -   163,850.    4,051,730.      MT  (+/- 180 meters Scaled)
 NE0774
 NE0774                          SUPERSEDED SURVEY CONTROL
 NE0774
 NE0774  NGVD 29 (??/??/92)  231.274  (m)          758.77   (f) ADJ UNCH    2 0
 NE0774
 NE0774.Superseded values are not recommended for survey control.
 NE0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0774.See file dsdata.txt to determine how the superseded data were derived.
 NE0774
 NE0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH771614(NAD 83)
 NE0774_MARKER: DZ = AZIMUTH MARK DISK
 NE0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0774_STAMPING: BISHOP 1943
 NE0774_MARK LOGO: CGS   
 NE0774_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0774+STABILITY: SURFACE MOTION
 NE0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0774+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2003
 NE0774
 NE0774  HISTORY     - Date     Condition        Report By
 NE0774  HISTORY     - 1943     MONUMENTED       CGS
 NE0774  HISTORY     - 1959     GOOD             NGS
 NE0774  HISTORY     - 1965     GOOD             NGS
 NE0774  HISTORY     - 1978     GOOD             NGS
 NE0774  HISTORY     - 19981007 GOOD             WADTRI
 NE0774  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0774  HISTORY     - 20030814 GOOD             ROWEIN
 NE0774  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE0774  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE0774
 NE0774                          STATION DESCRIPTION
 NE0774
 NE0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE0774'AZIMUTH MARK IS ON THE SW CORNER OF STATE HIGHWAY 121 AND TORREY ROAD
 NE0774'AND ABOUT 0.55 MILE N OF STATION BISHOP.  IT IS 51.6 FEET S OF THE
 NE0774'CENTER LINE OF HIGHWAY 121, 1.6 FEET N OF THE N BOUNDARY FENCE OF
 NE0774'BISHOP AIRPORT AND 55.6 FEET W OF N-E FENCE CORNER.  THE DISK IS
 NE0774'STAMPED BISHOP 1943.
 NE0774'
 NE0774'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 23 AND
 NE0774'STATE HIGHWAY 121, ABOUT 2.5 MILES S OF THE COURTHOUSE IN THE CITY OF
 NE0774'FLINT, GO W ON STATE HIGHWAY 121 (BISHOP ROAD) FOR 1.95 MILES TO
 NE0774'TORREY ROAD AND AZIMUTH MARK ON THE SW CORNER.
 NE0774
 NE0774                          STATION RECOVERY (1959)
 NE0774
 NE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 NE0774'AT BISHOP AIRPORT.
 NE0774'AT BISHOP AIRPORT, IN THE SW CORNER OF THE INTERSECTION OF
 NE0774'TORREY RD AND BRISTOL RD. (STATE HIGHWAY 121).  51.6 FEET SOUTH
 NE0774'OF THE CENTERLINE OF BRISTOL RD., 1.6 FEET NORTH OF THE NORTH
 NE0774'BOUNDRY FENCE OF BISHOP AIRPORT AND 55.6 FEET WEST OF A NE
 NE0774'FENCE CORNER.
 NE0774
 NE0774                          STATION RECOVERY (1965)
 NE0774
 NE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NE0774'RECOVERED IN GOOD CONDITION.
 NE0774
 NE0774                          STATION RECOVERY (1978)
 NE0774
 NE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RPD)
 NE0774'THE MARK WAS RECOVERED AS DESCRIBED.
 NE0774'
 NE0774'DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BISHOP AIRPORT.
 NE0774'
 NE0774'NEAREST TOWN--FLINT.
 NE0774
 NE0774                          STATION RECOVERY (1998)
 NE0774
 NE0774'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 NE0774'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES.
 NE0774'AZIMUTH MARK IS ON THE SW CORNER OF TORREY ROAD NORTH AND BISHOP ROAD.
 NE0774'IT IS 51.6 FEET (15.7 M) SOUTH OF THE CENTERLINE OF BISHOP ROAD.  THE
 NE0774'BOUNDARY FENCE CALLED FOR IN PREVIOUS DESCRIPTION NO LONGER EXISTS.
 NE0774'POINT IS IN GRASS DITCH NORTHEAST OF FEDERAL EXPRESS LOADING AND
 NE0774'RECEIVING BUILDING AT BISHOP INTERNATIONAL AIRPORT, AND WEST OF FLINT
 NE0774'TOWNSHIP FIRE DEPARTMENT NUMBER 3.
 NE0774
 NE0774                          STATION RECOVERY (2001)
 NE0774
 NE0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0774
 NE0774                          STATION RECOVERY (2003)
 NE0774
 NE0774'RECOVERY NOTE BY ROWE INCORPORATED 2003 (TBM)
 NE0774'AZIMUTH MARK IS AT THE SW CORNER OF TORREY ROAD NORTH AND BRISTOL
 NE0774'ROAD. THERE IS NOW A COMMERCIAL BILLBOARD 30 FEET SE OF STATION WHICH
 NE0774'MAY AFFECT GPS OBSERVATIONS.
 NE0774
 NE0774                          STATION RECOVERY (2005)
 NE0774
 NE0774'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE0774'MARK NOT FOUND.
 NE0774
 NE0774                          STATION RECOVERY (2006)
 NE0774
 NE0774'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0609 ***********************************************************************
 QK0609  DESIGNATION -  BISMARCK
 QK0609  PID         -  QK0609
 QK0609  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0609  USGS QUAD   -  MILLERSBURG (1986)
 QK0609
 QK0609                         *CURRENT SURVEY CONTROL
 QK0609  ___________________________________________________________________
 QK0609* NAD 83(1994)-  45 21 20.92910(N)    084 00 32.20898(W)     ADJUSTED  
 QK0609* NAVD 88     -       247.     (meters)     810.     (feet)  SCALED    
 QK0609  ___________________________________________________________________
 QK0609  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 QK0609  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 QK0609
 QK0609  HORZ ORDER  -  THIRD
 QK0609
 QK0609.The horizontal coordinates were established by classical geodetic methods
 QK0609.and adjusted by the National Geodetic Survey in February 1997..
 QK0609
 QK0609.The orthometric height was scaled from a topographic map.
 QK0609
 QK0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0609
 QK0609.The geoid height was determined by GEOID03.
 QK0609
 QK0609;                    North         East     Units Scale Factor Converg.
 QK0609;SPC MI C     -   226,654.043 6,028,028.141   MT  0.99993859   +0 15 09.7
 QK0609;SPC MI C     -   743,615.63 19,776,995.21   iFT  0.99993859   +0 15 09.7
 QK0609;UTM  16      - 5,026,830.752   734,275.914   MT  1.00027488   +2 07 44.6
 QK0609;UTM  17      - 5,026,883.011   264,322.553   MT  1.00028298   -2 08 30.5
 QK0609
 QK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0609!SPC MI C     -   0.99996700  x   0.99993859  =   0.99990559
 QK0609!UTM  16      -   0.99996700  x   1.00027488  =   1.00024187
 QK0609!UTM  17      -   0.99996700  x   1.00028298  =   1.00024997
 QK0609
 QK0609:                Primary Azimuth Mark                     Grid Az
 QK0609:SPC MI C     -  BRUDER                                   055 17 20.8
 QK0609:UTM  16      -  BRUDER                                   053 24 45.9
 QK0609:UTM  17      -  BRUDER                                   057 41 01.0
 QK0609
 QK0609|---------------------------------------------------------------------|
 QK0609| PID    Reference Object                     Distance      Geod. Az  |
 QK0609|                                                           dddmmss.s |
 QK0609| QJ0311 BRUDER                              APPROX. 8.3 KM 0553230.5 |
 QK0609| CH1712 BISMARCK RM 1                        26.101 METERS 21256     |
 QK0609| CH1713 BISMARCK RM 2                        26.063 METERS 33637     |
 QK0609| CH1711 BISMARCK AZ MK                                     3555513.1 |
 QK0609|---------------------------------------------------------------------|
 QK0609
 QK0609                          SUPERSEDED SURVEY CONTROL
 QK0609
 QK0609  NAD 83(1986)-  45 21 20.91981(N)    084 00 32.20958(W) AD(       ) 3
 QK0609  NAD 27      -  45 21 20.87600(N)    084 00 32.19400(W) AD(       ) 3
 QK0609
 QK0609.Superseded values are not recommended for survey control.
 QK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0609.See file dsdata.txt to determine how the superseded data were derived.
 QK0609
 QK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR3427626831(NAD 83)
 QK0609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0609
 QK0609  HISTORY     - Date     Condition        Report By
 QK0609  HISTORY     - 1956     MONUMENTED       CGS
 QK0609  HISTORY     - 20010331 GOOD             NGS
 QK0609
 QK0609                          STATION DESCRIPTION
 QK0609
 QK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0609'THE STATION IS ABOUT 10 MILES SOUTHWEST OF ROGERS CITY, ABOUT 3 MILES
 QK0609'NORTHEAST OF MILLERSBURG, ON
 QK0609'A HIGH HEAVILY TIMBERED RIDGE, ON STATE PROPERTY.  IT IS 20 FEET
 QK0609'EAST OF THE CENTERLINE OF A SANDY
 QK0609'ROAD, 7 FEET NORTHWEST OF A WHITE WITNESS POST AND
 QK0609'12 FEET NORTH OF A 6 INCH OAK TREE WITH A TRIANGULAR
 QK0609'BLAZE ON THE WEST SIDE.  THE MARK
 QK0609'PROJECTS 4 INCHES AND THE DISK IS STAMPED BISMARCK 1956.
 QK0609'
 QK0609'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SOUTH EDGE OF
 QK0609'MILLERSBURG, GO NORTH ON PAVED
 QK0609'ROAD FOR 0.2 MILE TO A GRAVEL CROSSROAD.  TURN RIGHT AND GO EAST ON
 QK0609'THE GRAVEL ROAD FOR 0.5 MILE TO A
 QK0609'GRAVEL T ROAD.  TURN LEFT AND GO NORTH AND EAST ON
 QK0609'THE GRAVEL ROAD FOR 1.75 MILES TO A FORK (THIS IS
 QK0609'WHERE THE GRAVEL ROAD TURNS SOUTH).
 QK0609'CONTINUE EAST ON A SANDY ROAD FOR 0.45 MILE TO A SANDY ROAD LEFT.
 QK0609'TURN LEFT AND GO NORTH ON THE
 QK0609'SANDY ROAD FOR 0.95 MILE TO THE TOP OF THE RIDGE AND THE MARK ON THE
 QK0609'RIGHT.
 QK0609'
 QK0609'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON THE SANDY ROAD
 QK0609'FOR 0.1 MILE TO THE MARK
 QK0609'ON THE LEFT.
 QK0609'
 QK0609'REFERENCE MARK 1 IS 23 FEET WEST OF THE CENTERLINE OF THE SANDY ROAD
 QK0609'AND 25 FEET SOUTH OF A
 QK0609'20 INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE.  THE MARK
 QK0609'PROJECTS 6 INCHES AND THE DISK IS
 QK0609'STAMPED BISMARCK NO 1 1956.
 QK0609'
 QK0609'REFERENCE MARK 2 IS 12 FEET WEST OF THE CENTERLINE OF THE SANDY ROAD
 QK0609'AND 92 FEET NORTHWEST OF THE
 QK0609'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0609'STAMPED BISMARCK NO 2 1956.
 QK0609'
 QK0609'THE AZIMUTH MARK IS 14 FEET WEST OF THE CENTERLINE OF THE SANDY ROAD,
 QK0609'2 FEET SOUTH OF A WHITE
 QK0609'WITNESS POST, 15 FEET SOUTH OF A 10 INCH OAK TREE WITH A TRIANGULAR
 QK0609'BLAZE ON THE SOUTH SIDE AND 38 FEET
 QK0609'NORTHWEST OF A 20 INCH PINE TREE.  THE MARK
 QK0609'PROJECTS 6 INCHES AND THE DISK IS STAMPED BISMARCK
 QK0609'1956.  ABOUT 30 MINUTES WILL BE
 QK0609'REQUIRED TO CUT SMALL TREES TO SEE THE AZIMUTH MARK FROM THE STATION.
 QK0609'
 QK0609'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QK0609
 QK0609                          STATION RECOVERY (2001)
 QK0609
 QK0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0520 ***********************************************************************
 OJ0520  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0520  DESIGNATION -  BIT A
 OJ0520  PID         -  OJ0520
 OJ0520  STATE/COUNTY-  MI/BAY
 OJ0520  USGS QUAD   -  BAY CITY NE (1973)
 OJ0520
 OJ0520                         *CURRENT SURVEY CONTROL
 OJ0520  ___________________________________________________________________
 OJ0520* NAD 83(1986)-  43 38 42.     (N)    083 50 48.     (W)     SCALED    
 OJ0520* NAVD 88     -       177.960  (meters)     583.86   (feet)  ADJUSTED  
 OJ0520  ___________________________________________________________________
 OJ0520  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OJ0520  DYNAMIC HT  -         177.925 (meters)     583.74  (feet)  COMP
 OJ0520  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 OJ0520
 OJ0520  VERT ORDER  -  FIRST     CLASS 0
 OJ0520
 OJ0520.The horizontal coordinates were scaled from a topographic map and have
 OJ0520.an estimated accuracy of +/- 6 seconds.
 OJ0520
 OJ0520.The orthometric height was determined by differential leveling
 OJ0520.and adjusted by the National Geodetic Survey in June 1991..
 OJ0520
 OJ0520.This Tidal Bench Mark is designated as VM 13051
 OJ0520.by the Center for Operational Oceanographic Products and Services.
 OJ0520
 OJ0520.The geoid height was determined by GEOID03.
 OJ0520
 OJ0520.The dynamic height is computed by dividing the NAVD 88
 OJ0520.geopotential number by the normal gravity value computed on the
 OJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0520.degrees latitude (g = 980.6199 gals.).
 OJ0520
 OJ0520.The modeled gravity was interpolated from observed gravity values.
 OJ0520
 OJ0520;                    North         East    Units  Estimated Accuracy
 OJ0520;SPC MI S     -   238,400.    4,041,960.      MT  (+/- 180 meters Scaled)
 OJ0520
 OJ0520                          SUPERSEDED SURVEY CONTROL
 OJ0520
 OJ0520  NGVD 29 (??/??/92)  178.099  (m)          584.31   (f) ADJ UNCH    1 0
 OJ0520
 OJ0520.Superseded values are not recommended for survey control.
 OJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0520.See file dsdata.txt to determine how the superseded data were derived.
 OJ0520
 OJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704363(NAD 83)
 OJ0520_MARKER: O = CHISELED CIRCLE
 OJ0520_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0520_SP_SET: MOORING PAD
 OJ0520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0520
 OJ0520  HISTORY     - Date     Condition        Report By
 OJ0520  HISTORY     - 1954     MONUMENTED       USLS
 OJ0520  HISTORY     - 1976     GOOD             NOS
 OJ0520  HISTORY     - 19910823 GOOD             NOS
 OJ0520
 OJ0520                          STATION DESCRIPTION
 OJ0520
 OJ0520'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0520'IN ESSEXVILLE.
 OJ0520'ON THE NORTHEAST SIDE OF THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS
 OJ0520'POWER PLANT, NEAR AN ANGLE IN THE POWER PLANT DOCK FACE, 22 FT.
 OJ0520'WESTERLY OF DOWNSTREAM CONCRETE BASE OF MOORING-BITT NO. 28, ON
 OJ0520'UPSTREAM AND SHOREWARD CORNER OF THE BASE BEING HIGHEST POINT IN A
 OJ0520'SMALL CIRCLE CUT IN THE CONCRETE.
 OJ0520
 OJ0520                          STATION RECOVERY (1991)
 OJ0520
 OJ0520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991 (MJM)
 OJ0520'BM IS AT ESSEXVILLE, BAY COUNTY, MICHIGAN, ON THE NORTHEAST SIDE OF
 OJ0520'THE RIVER NEAR ITS MOUTH, AT THE CONSUMERS POWER COMPANY, WEADOCK
 OJ0520'POWER PLANT, NEAR AN ANGLE IN THE POWER PLANT DOCK FACE, 22 FEET (6.7
 OJ0520'M) WESTERLY OF DOWNSTREAM CONCRETE BASE OF MOORING-BITT NO.  28, ON
 OJ0520'UPSTREAM AND SHOREWARD CORNER OF THE BASE, BEING HIGHEST POINT IN A
 OJ0520'SMALL CIRCLE CUT IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5185 ***********************************************************************
 AI5185  SACS        -  This is a Secondary Airport Control Station.
 AI5185  DESIGNATION -  BIV A
 AI5185  PID         -  AI5185
 AI5185  STATE/COUNTY-  MI/ALLEGAN
 AI5185  USGS QUAD   -  HAMILTON WEST (1981)
 AI5185
 AI5185                         *CURRENT SURVEY CONTROL
 AI5185  ___________________________________________________________________
 AI5185* NAD 83(1994)-  42 44 41.97211(N)    086 05 48.35493(W)     ADJUSTED  
 AI5185* NAVD 88     -       207.11   (meters)     679.5    (feet)  GPS OBS   
 AI5185  ___________________________________________________________________
 AI5185  X           -     319,348.118 (meters)                     COMP
 AI5185  Y           -  -4,680,473.094 (meters)                     COMP
 AI5185  Z           -   4,306,858.336 (meters)                     COMP
 AI5185  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AI5185  ELLIP HEIGHT-         173.75  (meters)          (09/30/02) GPS OBS
 AI5185  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 AI5185
 AI5185  HORZ ORDER  -  FIRST
 AI5185  ELLP ORDER  -  THIRD     CLASS II
 AI5185
 AI5185.This mark is at Tulip City Airport (BIV)
 AI5185
 AI5185.The horizontal coordinates were established by GPS observations
 AI5185.and adjusted by the National Geodetic Survey in May 2000..
 AI5185
 AI5185.The orthometric height was determined by GPS observations and a
 AI5185.high-resolution geoid model.
 AI5185
 AI5185.GPS derived orthometric heights for airport stations designated as
 AI5185.PACS or SACS are published to 2 decimal places.  This maintains
 AI5185.centimeter relative accuracy between the PACS and SACS.  It does
 AI5185.not indicate centimeter accuracy relative to other marks which are
 AI5185.part of the NAVD 88 network.
 AI5185
 AI5185.Photographs are available for this station.
 AI5185
 AI5185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5185
 AI5185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5185
 AI5185.The ellipsoidal height was determined by GPS observations
 AI5185.and is referenced to NAD 83.
 AI5185
 AI5185.The geoid height was determined by GEOID03.
 AI5185
 AI5185;                    North         East     Units Scale Factor Converg.
 AI5185;SPC MI S     -   139,745.573 3,858,366.827   MT  0.99990985   -1 10 38.6
 AI5185;SPC MI S     -   458,482.85 12,658,683.82   iFT  0.99990985   -1 10 38.6
 AI5185;UTM  16      - 4,732,892.765   573,925.144   MT  0.99966723   +0 36 47.1
 AI5185
 AI5185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5185!SPC MI S     -   0.99997275  x   0.99990985  =   0.99988260
 AI5185!UTM  16      -   0.99997275  x   0.99966723  =   0.99963999
 AI5185
 AI5185                          SUPERSEDED SURVEY CONTROL
 AI5185
 AI5185  ELLIP H (05/11/00)  173.77   (m)                       GP(       ) 3 2
 AI5185
 AI5185.Superseded values are not recommended for survey control.
 AI5185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5185.See file dsdata.txt to determine how the superseded data were derived.
 AI5185
 AI5185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7392532893(NAD 83)
 AI5185_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5185_STAMPING: BIV A 1999
 AI5185_MARK LOGO: NGS   
 AI5185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5185+STABILITY: SURFACE MOTION
 AI5185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5185+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 AI5185
 AI5185  HISTORY     - Date     Condition        Report By
 AI5185  HISTORY     - 1999     MONUMENTED       NGS
 AI5185  HISTORY     - 20000731 GOOD             NGS
 AI5185
 AI5185                          STATION DESCRIPTION
 AI5185
 AI5185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI5185'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH OF HOLLAND AT THE
 AI5185'TULIP CITY AIRPORT, NEAR THE EAST END OF THE AIRFIELD, IN THE GRASS
 AI5185'MEDIAN BETWEEN RUNWAY END 26 AND THE PARALLEL TAXI, ALONG THE WEST
 AI5185'SIDE OF THE CONNECTOR TAXI, AND NEAR THE HIGHEST POINT ON THE
 AI5185'AIRFIELD.  OWNERSHIP--TULIP CITY AIRPORT, INC., 1581 SOUTH WASHINGTON
 AI5185'AVENUE, HOLLAND, MI 49423.  AIRPORT MANAGER IS RONALD LEDUMA.  PHONE
 AI5185'616-392-7831, FAX 616-392-1841.  TO REACH FROM THE OVERPASS AT THE
 AI5185'JUNCTION OF INTERSTATE HIGHWAY 196 AND STATE HIGHWAY 40 (ABOUT 4.8 KM
 AI5185'(3.00 MI) SOUTHEAST OF HOLLAND) , GO NORTHWEST ON HIGHWAY 40 FOR 0.3
 AI5185'KM (0.20 MI) TO A PAVED ROAD LEFT.  TURN LEFT, SOUTHWEST, THEN WEST,
 AI5185'ON 144TH AVENUE AND 64TH STREET FOR 3.8 KM (2.35 MI) TO A PAVED
 AI5185'CROSSROAD.  TURN RIGHT, NORTH, ON WASHINGTON AVENUE FOR 0.6 KM (0.35
 AI5185'MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, FOR 30 M (98.4 FT) ON
 AI5185'THE AIRPORT ENTRANCE ROAD TO A PARKING LOT ON THE RIGHT.  TURN RIGHT,
 AI5185'SOUTH, ACROSS THE PARKING LOT FOR 0.1 KM (0.05 MI) TO THE OFFICE ON
 AI5185'THE RIGHT AND A PAVED ROAD LEFT.  TURN LEFT, EAST, ON THE ROAD FOR 60
 AI5185'M (196.8 FT) TO THE APRON.  TURN RIGHT, SOUTH, ACROSS THE APRON AND
 AI5185'ALONG A CONNECTOR TAXI FOR 0.1 KM (0.05 MI) TO THE PARALLEL TAXI.
 AI5185'TURN LEFT, EAST, ALONG THE PARALLEL TAXI FOR 1.40 KM (0.85 MI) TO THE
 AI5185'STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM ROUND
 AI5185'CONCRETE POST RECESSED 3 CM BELOW THE GROUND.  IT IS 64.5 M (211.6 FT)
 AI5185'NORTH OF THE NORTH EDGE OF THE RUNWAY, 48.7 M (159.8 FT) WEST OF THE
 AI5185'CENTER OF THE CONNECTOR TAXI CENTER AT THE STOP LINE AND ON THE
 AI5185'EXTENDED CENTER OF THE STOP LINE, 41.0 M (134.5 FT) SOUTH OF THE
 AI5185'PARALLEL TAXI CENTER, AND 34.8 M (114.2 FT) SOUTH OF THE EXTENDED
 AI5185'SOUTH EDGE OF THE TAXI.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL
 AI5185'STATION (SACS) .
 AI5185
 AI5185                          STATION RECOVERY (2000)
 AI5185
 AI5185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5185'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6853 ***********************************************************************
 DH6853  SACS        -  This is a Secondary Airport Control Station.
 DH6853  DESIGNATION -  BIV B
 DH6853  PID         -  DH6853
 DH6853  STATE/COUNTY-  MI/ALLEGAN
 DH6853  USGS QUAD   -  HAMILTON WEST (1981)
 DH6853
 DH6853                         *CURRENT SURVEY CONTROL
 DH6853  ___________________________________________________________________
 DH6853* NAD 83(1994)-  42 44 32.78688(N)    086 07 12.08634(W)     ADJUSTED  
 DH6853* NAVD 88     -       212.36   (meters)     696.7    (feet)  GPS OBS   
 DH6853  ___________________________________________________________________
 DH6853  X           -     317,461.372 (meters)                     COMP
 DH6853  Y           -  -4,680,798.114 (meters)                     COMP
 DH6853  Z           -   4,306,653.726 (meters)                     COMP
 DH6853  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 DH6853  ELLIP HEIGHT-         178.98  (meters)          (08/31/05) GPS OBS
 DH6853  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 DH6853
 DH6853  HORZ ORDER  -  FIRST
 DH6853  ELLP ORDER  -  FOURTH    CLASS I
 DH6853
 DH6853.This mark is at Tulip City Airport (BIV)
 DH6853
 DH6853.The horizontal coordinates were established by GPS observations
 DH6853.and adjusted by the WOOLPERT CONSULTANTS in August 2005..
 DH6853
 DH6853.The orthometric height was determined by GPS observations and a
 DH6853.high-resolution geoid model.
 DH6853
 DH6853.GPS derived orthometric heights for airport stations designated as
 DH6853.PACS or SACS are published to 2 decimal places.  This maintains
 DH6853.centimeter relative accuracy between the PACS and SACS.  It does
 DH6853.not indicate centimeter accuracy relative to other marks which are
 DH6853.part of the NAVD 88 network.
 DH6853
 DH6853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6853
 DH6853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6853
 DH6853.The ellipsoidal height was determined by GPS observations
 DH6853.and is referenced to NAD 83.
 DH6853
 DH6853.The geoid height was determined by GEOID03.
 DH6853
 DH6853;                    North         East     Units Scale Factor Converg.
 DH6853;SPC MI S     -   139,501.615 3,856,457.141   MT  0.99990996   -1 11 35.6
 DH6853;SPC MI S     -   457,682.46 12,652,418.44   iFT  0.99990996   -1 11 35.6
 DH6853;UTM  16      - 4,732,589.333   572,024.478   MT  0.99966382   +0 35 50.2
 DH6853
 DH6853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6853!SPC MI S     -   0.99997193  x   0.99990996  =   0.99988189
 DH6853!UTM  16      -   0.99997193  x   0.99966382  =   0.99963576
 DH6853
 DH6853                          SUPERSEDED SURVEY CONTROL
 DH6853
 DH6853.No superseded survey control is available for this station.
 DH6853
 DH6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7202432589(NAD 83)
 DH6853_MARKER: DD = SURVEY DISK
 DH6853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6853_STAMPING: BIV B 2005
 DH6853_MARK LOGO: WOOLPT
 DH6853_PROJECTION: FLUSH
 DH6853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6853+STABILITY: SURFACE MOTION
 DH6853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6853+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DH6853
 DH6853  HISTORY     - Date     Condition        Report By
 DH6853  HISTORY     - 20050601 MONUMENTED       WOOLPT
 DH6853
 DH6853                          STATION DESCRIPTION
 DH6853
 DH6853'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH6853'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH OF HOLLAND, AT THE
 DH6853'TULIP CITY AIRPORT, ON  A GRASSY KNOLL ABOUT 67 M NORTHWEST OF THE
 DH6853'WEST END OF TAXIWAY -A- AND 19.5 M SOUTH OF  THE CENTERLINE OF A
 DH6853'PRIVATE ROAD. OWNERSHIP-TULIP CITY AIRPORT, 1581 WASHINGTON AVENUE,
 DH6853'HOLLAND, MI 49423. AIRPORT MANAGER IS RONALD LUDEMA, PHONE
 DH6853'616-392-7831. THE AIRPORT  MANAGER SHOULD BE CONTACTED AT LEAST 24
 DH6853'HOURS IN ADVANCE FOR ACCESS.
 DH6853' 
 DH6853'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 196
 DH6853'AND STATE  HIGHWAY 40 (EXIT 49), ON THE SOUTHEAST SIDE OF HOLLAND, GO
 DH6853'NORTHWEST ON HIGHWAY 40 FOR  0.30 KM (0.20 MI) TO A PAVED ROAD LEFT.
 DH6853'TURN LEFT, WEST, ON 144TH AVENUE (BECOMES 64TH  AVENUE) FOR 3.84 KM
 DH6853'(2.40 MI) TO A CROSSROAD. TURN RIGHT, NORTH, ON BLUE STAR HIGHWAY
 DH6853'(WASHINGTON AVENUE) FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD
 DH6853'ON THE RIGHT, JUST  BEFORE REACHING A CURVE. TURN RIGHT, EAST, ON
 DH6853'PAVED LANE FOR 0.10 KM (0.05 MI) TO A PARKING  LOT ENTRANCE ON THE
 DH6853'RIGHT AT LARGE HANGAR. TURN RIGHT, SOUTH, THROUGH PARKING LOT FOR
 DH6853'0.08 KM (0.05 MI) TO THE AIRPORT OFFICE IN BROWN BUILDING. TURN LEFT,
 DH6853'EAST, AND THEN RIGHT,  SOUTH, ONTO APRON FOR 0.16 KM (0.10 MI) TO THE
 DH6853'TAXIWAY INTERSECTION. TURN RIGHT, WEST, ON  THE TAXIWAY FOR 0.32 KM
 DH6853'(0.20 MI) TO THE STATION ON THE RIGHT.
 DH6853' 
 DH6853'THE STATION IS A 3.5 INCH DIAMETER BRONZE DISK STAMPED --BIV B
 DH6853'2005--SET INTO THE TOP OF A 12  INCH DIAMETER 48 INCH DEEP CONCRETE
 DH6853'POST RECESSED 6 CM BELOW GROUND. THE STATION IS  S 60 DEGREES E
 DH6853'(MAGNETIC BEARING) 15.7 M (51.5 FT) FROM THE TOP NUT OF A FIRE
 DH6853'HYDRANT, S 72  DEGREES W  (MAGNETIC BEARING) 46.5 M (152.4 FT) FROM
 DH6853'THE SOUTH END OF A 10 INCH CORRUGATED PLASTIC  PIPE AND 19.5 M (63.7
 DH6853'FT) SOUTH OF THE CENTERLINE OF A PAVED PRIVATE ROAD (PROPERTY OF
 DH6853'JOHNSON CONTROLS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6854 ***********************************************************************
 DH6854  SACS        -  This is a Secondary Airport Control Station.
 DH6854  DESIGNATION -  BIV C
 DH6854  PID         -  DH6854
 DH6854  STATE/COUNTY-  MI/ALLEGAN
 DH6854  USGS QUAD   -  HAMILTON WEST (1981)
 DH6854
 DH6854                         *CURRENT SURVEY CONTROL
 DH6854  ___________________________________________________________________
 DH6854* NAD 83(1994)-  42 44 43.93368(N)    086 05 44.14771(W)     ADJUSTED  
 DH6854* NAVD 88     -       207.43   (meters)     680.5    (feet)  GPS OBS   
 DH6854  ___________________________________________________________________
 DH6854  X           -     319,440.805 (meters)                     COMP
 DH6854  Y           -  -4,680,425.817 (meters)                     COMP
 DH6854  Z           -   4,306,902.999 (meters)                     COMP
 DH6854  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 DH6854  ELLIP HEIGHT-         174.06  (meters)          (08/31/05) GPS OBS
 DH6854  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 DH6854
 DH6854  HORZ ORDER  -  FIRST
 DH6854  ELLP ORDER  -  FOURTH    CLASS I
 DH6854
 DH6854.This mark is at Tulip City Airport (BIV)
 DH6854
 DH6854.The horizontal coordinates were established by GPS observations
 DH6854.and adjusted by the WOOLPERT CONSULTANTS in August 2005..
 DH6854
 DH6854.The orthometric height was determined by GPS observations and a
 DH6854.high-resolution geoid model.
 DH6854
 DH6854.GPS derived orthometric heights for airport stations designated as
 DH6854.PACS or SACS are published to 2 decimal places.  This maintains
 DH6854.centimeter relative accuracy between the PACS and SACS.  It does
 DH6854.not indicate centimeter accuracy relative to other marks which are
 DH6854.part of the NAVD 88 network.
 DH6854
 DH6854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH6854
 DH6854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH6854
 DH6854.The ellipsoidal height was determined by GPS observations
 DH6854.and is referenced to NAD 83.
 DH6854
 DH6854.The geoid height was determined by GEOID03.
 DH6854
 DH6854;                    North         East     Units Scale Factor Converg.
 DH6854;SPC MI S     -   139,804.119 3,858,463.728   MT  0.99990983   -1 10 35.7
 DH6854;SPC MI S     -   458,674.93 12,659,001.73   iFT  0.99990983   -1 10 35.7
 DH6854;UTM  16      - 4,732,954.295   574,020.147   MT  0.99966741   +0 36 50.0
 DH6854
 DH6854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6854!SPC MI S     -   0.99997270  x   0.99990983  =   0.99988254
 DH6854!UTM  16      -   0.99997270  x   0.99966741  =   0.99964012
 DH6854
 DH6854                          SUPERSEDED SURVEY CONTROL
 DH6854
 DH6854.No superseded survey control is available for this station.
 DH6854
 DH6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7402032954(NAD 83)
 DH6854_MARKER: DD = SURVEY DISK
 DH6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6854_STAMPING: BIV C 2005
 DH6854_MARK LOGO: WOOLPT
 DH6854_PROJECTION: FLUSH
 DH6854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6854+STABILITY: SURFACE MOTION
 DH6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6854+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 DH6854
 DH6854  HISTORY     - Date     Condition        Report By
 DH6854  HISTORY     - 20050601 MONUMENTED       WOOLPT
 DH6854
 DH6854                          STATION DESCRIPTION
 DH6854
 DH6854'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (BJM)
 DH6854'THE STATION IS LOCATED ABOUT 4 KM (2.50 MI) SOUTH OF HOLLAND, AT THE
 DH6854'TULIP CITY AIRPORT, ON  A GRASSY KNOLL ABOUT 67 M NORTHWEST OF THE
 DH6854'WEST END OF TAXIWAY -A- AND 19.5 M SOUTH OF  THE CENTERLINE OF A
 DH6854'PRIVATE ROAD. OWNERSHIP-TULIP CITY AIRPORT, 1581 WASHINGTON AVENUE,
 DH6854'HOLLAND, MI 49423. AIRPORT MANAGER IS RONALD LUDEMA, PHONE
 DH6854'616-392-7831. THE AIRPORT  MANAGER SHOULD BE CONTACTED AT LEAST 24
 DH6854'HOURS IN ADVANCE FOR ACCESS. AN ESCORT IS  REQUIRED TO ACCESS THIS
 DH6854'STATION.
 DH6854' 
 DH6854'TO REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 196
 DH6854'AND STATE  HIGHWAY 40 (EXIT 49), ON THE SOUTHEAST SIDE OF HOLLAND, GO
 DH6854'NORTHWEST ON HIGHWAY 40 FOR  0.30 KM (0.20 MI) TO A PAVED ROAD LEFT.
 DH6854'TURN LEFT, WEST, ON 144TH AVENUE (BECOMES 64TH  AVENUE) FOR 3.84 KM
 DH6854'(2.40 MI) TO A CROSSROAD. TURN RIGHT, NORTH, ON BLUE STAR HIGHWAY
 DH6854'(WASHINGTON AVENUE) FOR 0.56 KM (0.35 MI) TO THE AIRPORT ENTRANCE ROAD
 DH6854'ON THE RIGHT, JUST  BEFORE REACHING A CURVE. TURN RIGHT, EAST, ON
 DH6854'PAVED LANE FOR 0.10 KM (0.05 MI) TO A PARKING  LOT ENTRANCE ON THE
 DH6854'RIGHT AT LARGE HANGAR. TURN RIGHT, SOUTH, THROUGH PARKING LOT FOR
 DH6854'0.08 KM (0.05 MI) TO THE AIRPORT OFFICE IN BROWN BUILDING. TURN LEFT,
 DH6854'EAST, AND THEN RIGHT,  SOUTH, ONTO APRON FOR 0.16 KM (0.10 MI) TO THE
 DH6854'TAXIWAY INTERSECTION. TURN LEFT, EAST, ON  THE TAXIWAY FOR 1.52 KM
 DH6854'(0.95 MI) TO THE STATION ON THE LEFT.
 DH6854' 
 DH6854'THE STATION IS A 3.5 INCH DIAMETER BRONZE DISK STAMPED --BIV C
 DH6854'2005--SET INTO THE TOP OF A 12  INCH DIAMETER 48 INCH DEEP CONCRETE
 DH6854'POST RECESSED 4 CM BELOW GROUND. THE STATION IS  S 65 DEGREES E
 DH6854'(MAGNETIC BEARING) 52.5 M (172.4 FT) FROM THE NORTHEAST CORNER OF
 DH6854'TAXIWAY  -A-, N 40 DEGREES E (MAGNETIC BEARING) 58.4 M (191.5 FT) FROM
 DH6854'THE NORTHEAST CORNER OF A  CONCRETE BASE FOR A SIGN (HOLD SHORT RWY
 DH6854'26), S 50 DEGREES E (MAGNETIC BEARING) 90.3 M  (296.3 FT) FROM THE
 DH6854'EAST END OF A 15 INCH CORRUGATED PLASTIC PIPE AND S 30 DEGREES E 119.5
 DH6854'M  (392.1 FT) OF THE SOUTHEAST FENCE CORNER FOR THE AIRPORT WEATHER
 DH6854'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0619 ***********************************************************************
 RM0619  DESIGNATION -  BLACK
 RM0619  PID         -  RM0619
 RM0619  STATE/COUNTY-  MI/GOGEBIC
 RM0619  USGS QUAD   -  
 RM0619
 RM0619                         *CURRENT SURVEY CONTROL
 RM0619  ___________________________________________________________________
 RM0619* NAD 83(1994)-  46 40 02.32212(N)    090 02 52.78770(W)     ADJUSTED  
 RM0619* NAVD 88     -       185.16   (+/-2cm)     607.5    (feet)  VERTCON   
 RM0619  ___________________________________________________________________
 RM0619  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 RM0619  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0619
 RM0619  HORZ ORDER  -  SECOND
 RM0619  VERT ORDER  -  THIRD ? (See Below)
 RM0619
 RM0619.The horizontal coordinates were established by classical geodetic methods
 RM0619.and adjusted by the National Geodetic Survey in February 1997..
 RM0619
 RM0619.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0619.The vertical order pertains to the NGVD 29 superseded value.
 RM0619
 RM0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0619
 RM0619.The geoid height was determined by GEOID03.
 RM0619
 RM0619;                    North         East     Units Scale Factor Converg.
 RM0619;SPC MI N     -   213,878.948 7,766,821.518   MT  0.99992504   -2 12 11.0
 RM0619;SPC MI N     -   701,702.59 25,481,697.89   iFT  0.99992504   -2 12 11.0
 RM0619;UTM  15      - 5,172,427.857   725,811.317   MT  1.00022679   +2 08 53.3
 RM0619;UTM  16      - 5,172,707.758   266,846.149   MT  1.00026822   -2 13 05.0
 RM0619
 RM0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0619!SPC MI N     -   0.99997579  x   0.99992504  =   0.99990083
 RM0619!UTM  15      -   0.99997579  x   1.00022679  =   1.00020258
 RM0619!UTM  16      -   0.99997579  x   1.00026822  =   1.00024400
 RM0619
 RM0619:                Primary Azimuth Mark                     Grid Az
 RM0619:SPC MI N     -  PRESQUE ISLE                             052 24 44.0
 RM0619:UTM  15      -  PRESQUE ISLE                             048 03 39.7
 RM0619:UTM  16      -  PRESQUE ISLE                             052 25 38.0
 RM0619
 RM0619|---------------------------------------------------------------------|
 RM0619| PID    Reference Object                     Distance      Geod. Az  |
 RM0619|                                                           dddmmss.s |
 RM0619| RL1657 PRESQUE ISLE                        APPROX. 7.0 KM 0501233.0 |
 RM0619| RM0617 A 133 PT A                          223.994 METERS 14355     |
 RM0619| RM0068 A 133                               234.119 METERS 14355     |
 RM0619| CJ2265 BLACK RM 1                           10.977 METERS 17913     |
 RM0619| CJ2266 BLACK RM 2                           11.238 METERS 27315     |
 RM0619|---------------------------------------------------------------------|
 RM0619
 RM0619                          SUPERSEDED SURVEY CONTROL
 RM0619
 RM0619  NAD 83(1994)-  46 40 02.32256(N)    090 02 52.78654(W) AD(       ) 2
 RM0619  NAD 83(1986)-  46 40 02.31674(N)    090 02 52.78168(W) AD(       ) 2
 RM0619  NAD 27      -  46 40 02.51141(N)    090 02 52.15145(W) AD(       ) 2
 RM0619  NGVD 29 (07/19/86)  185.20   (m)          607.6    (f) LEVELING    3  
 RM0619
 RM0619.Superseded values are not recommended for survey control.
 RM0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0619.See file dsdata.txt to determine how the superseded data were derived.
 RM0619
 RM0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2581172428(NAD 83)
 RM0619_MARKER: DS = TRIANGULATION STATION DISK
 RM0619_SETTING: 0 = UNSPECIFIED SETTING
 RM0619_MAGNETIC: P = MARKER IS A STEEL PIPE
 RM0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0619+SATELLITE: SATELLITE OBSERVATIONS - 1986
 RM0619
 RM0619  HISTORY     - Date     Condition        Report By
 RM0619  HISTORY     - 1978     MONUMENTED       NGS
 RM0619  HISTORY     - 1986     GOOD
 RM0619  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0619  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0619
 RM0619                          STATION DESCRIPTION
 RM0619
 RM0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0619'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF
 RM0619'IRONWOOD, 13 MILES NORTH OF BESSEMER, AND AT THE MOUTH OF
 RM0619'THE BLACK RIVER IN BLACK RIVER PARK ON PROPERTY OF THE U.S.
 RM0619'FOREST SERVICE.  PERMISSION FOR THE STATION GRANTED BY MR.
 RM0619'DAVE TUCCI, FOREST RANGER, BESSEMER RANGER STATION,
 RM0619'BESSEMER, MICHIGAN 49911.
 RM0619'
 RM0619'TO REACH FROM THE INTERSECTION OF CLOVERLAND AVENUE (U.S.
 RM0619'HIGHWAY 2) AND NORTH LAKE ROAD AT THE SIGNAL LIGHT IN
 RM0619'IRONWOOD, GO NORTH ON NORTH LAKE ROAD FOR 4 MILES TO A
 RM0619'CROSSROAD.  TURN RIGHT AND GO EAST ON PAVED ROAD, PASSING
 RM0619'THE GOGEBIC COUNTY AIRPORT, FOR 2.85 MILES TO A T-ROAD.
 RM0619'TURN LEFT AS PER SIGN, BLACK RIVER PARK, AND GO NORTHERLY
 RM0619'FOR 4.95 MILES TO A FORK, RIGHT FORK LEADING TO COPPER PEAK
 RM0619'SKI LIFT.  KEEP THE LEFT FORK ON MAIN HIGHWAY FOR 6.5 MILES
 RM0619'TO MAIN PARKING AREA, END OF TRUCK TRAVEL, AND AN ASPHALT
 RM0619'WALKWAY TO A FOOT BRIDGE.  A 133, USED AS AN AZIMUTH MARK,
 RM0619'IS IN THE SOUTHWEST CONCRETE BRIDGE ANCHOR FOR THE SOUTHWEST
 RM0619'CABLE SUPPORT FOR THE FOOT BRIDGE.  CROSS BRIDGE AND PACK
 RM0619'NORTHWEST FOR ABOUT 0.15 MILE TO THE STATION DIRECTLY BENEATH
 RM0619'A STEEL TOWER WIND SOCK.
 RM0619'
 RM0619'THE STATION IS A STANDARD NGS DISK STAMPED---BLACK 1978---,
 RM0619'WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT PROJECTS
 RM0619'2 INCHES ABOVE THE GROUND.  IT IS
 RM0619'41.5 FEET SOUTH FROM THE EDGE OF THE WATER AND
 RM0619'6.0 FEET SOUTHEAST FROM A METAL WITNESS POST.
 RM0619'
 RM0619'REFERENCE MARK 1 IS A STANDARD NGS DISK STAMPED---BLACK NO 1
 RM0619'1978---, WELDED TO THE TOP OF A 2-INCH GALVAINZED PIPE THAT
 RM0619'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 RM0619'75.5 FEET SOUTH FROM THE EDGE OF THE WATER AND
 RM0619'41.0 FEET SOUTH FROM A METAL WITNESS POST.
 RM0619'
 RM0619'REFERENCE MARK 2 IS A STANDARD NGS DISK STAMPED---BLACK NO 2
 RM0619'1978---, WELDED TO THE TOP OF A 2-INCH GALVANIZED PIPE THAT
 RM0619'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS
 RM0619'33.0 FEET WEST FROM A METAL WITNESS POST AND
 RM0619'27.0 FEET SOUTH FROM THE EDGE OF THE WATER.
 RM0619'
 RM0619'AZIMUTH MARK IS A STANDARD CGS BENCH MARK DISK
 RM0619'STAMPED---A 133 1948---, SET INTO A DRILL HOLE IN A 4 BY
 RM0619'4-FOOT CONCRETE FOOT BRIDGE ANCHOR PROJECTING 15 INCHES
 RM0619'ABOVE THE GROUND.  IT IS
 RM0619'53.5 FEET SOUTH FROM THE FOOT BRIDGE AND
 RM0619'5.0 FEET EAST FROM THE CENTER OF THE WALKWAY.
 RM0619'
 RM0619'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.4 METERS.
 RM0619
 RM0619                          STATION RECOVERY (1986)
 RM0619
 RM0619'RECOVERED 1986
 RM0619'RECOVERED IN GOOD CONDITION.
 RM0619
 RM0619                          STATION RECOVERY (1992)
 RM0619
 RM0619'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0619'MARK NOT FOUND.
 RM0619
 RM0619                          STATION RECOVERY (2002)
 RM0619
 RM0619'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0628 ***********************************************************************
 QK0628  DESIGNATION -  BLACK
 QK0628  PID         -  QK0628
 QK0628  STATE/COUNTY-  MI/CHEBOYGAN
 QK0628  USGS QUAD   -  HANGORE HEIGHTS (1986)
 QK0628
 QK0628                         *CURRENT SURVEY CONTROL
 QK0628  ___________________________________________________________________
 QK0628* NAD 83(1994)-  45 29 34.66707(N)    084 21 01.90044(W)     ADJUSTED  
 QK0628* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 QK0628  ___________________________________________________________________
 QK0628  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 QK0628  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 QK0628
 QK0628  HORZ ORDER  -  THIRD
 QK0628
 QK0628.The horizontal coordinates were established by classical geodetic methods
 QK0628.and adjusted by the National Geodetic Survey in February 1997..
 QK0628
 QK0628.The orthometric height was scaled from a topographic map.
 QK0628
 QK0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0628
 QK0628.The geoid height was determined by GEOID03.
 QK0628
 QK0628;                    North         East     Units Scale Factor Converg.
 QK0628;SPC MI C     -   241,834.369 6,001,261.480   MT  0.99995871   +0 00 41.0
 QK0628;SPC MI C     -   793,419.85 19,689,178.08   iFT  0.99995871   +0 00 41.0
 QK0628;UTM  16      - 5,041,129.495   707,019.388   MT  1.00012695   +1 53 24.6
 QK0628
 QK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0628!SPC MI C     -   0.99997399  x   0.99995871  =   0.99993270
 QK0628!UTM  16      -   0.99997399  x   1.00012695  =   1.00010094
 QK0628
 QK0628|---------------------------------------------------------------------|
 QK0628| PID    Reference Object                     Distance      Geod. Az  |
 QK0628|                                                           dddmmss.s |
 QK0628| CH1715 BLACK RM 1                           23.658 METERS 17142     |
 QK0628| CH1714 BLACK AZ MK                                        1764929.1 |
 QK0628| CH1716 BLACK RM 2                           24.275 METERS 27827     |
 QK0628|---------------------------------------------------------------------|
 QK0628
 QK0628                          SUPERSEDED SURVEY CONTROL
 QK0628
 QK0628  NAD 83(1986)-  45 29 34.65837(N)    084 21 01.90150(W) AD(       ) 3
 QK0628  NAD 27      -  45 29 34.62100(N)    084 21 01.80200(W) AD(       ) 3
 QK0628
 QK0628.Superseded values are not recommended for survey control.
 QK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0628.See file dsdata.txt to determine how the superseded data were derived.
 QK0628
 QK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0701941129(NAD 83)
 QK0628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0628
 QK0628  HISTORY     - Date     Condition        Report By
 QK0628  HISTORY     - 1956     MONUMENTED       CGS
 QK0628
 QK0628                          STATION DESCRIPTION
 QK0628
 QK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0628'THE STATION IS ABOUT 11-1/2 MILES NORTHWEST OF ONAWAY, 11 MILES
 QK0628'SOUTHEAST OF CHEYBOYGAN, 1-1/2 MILES
 QK0628'WEST OF BLACK LAKE, ON PROPERTY OWNED BY MR. KETCHABAW, WHO LIVES IN
 QK0628'THE FIRST HOUSE SOUTH OF THE
 QK0628'STATION.  IT IS 45 FEET WEST OF THE CENTERLINE OF A GRAVEL
 QK0628'ROAD, 10 FEET WEST OF A WIRE FENCE, 17 FEET
 QK0628'SOUTHWEST OF A FENCE CORNER AND 3 FEET SOUTH
 QK0628'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 QK0628'DISK IS STAMPED BLACK 1956.
 QK0628'
 QK0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 QK0628'HIGHWAY 33, GO SOUTHERLY ON
 QK0628'HIGHWAY 33 FOR 7.0 MILES TO A CROSSROAD WITH A SCHOOLHOUSE IN THE
 QK0628'NORTHWEST ANGLE.  TURN LEFT AND GO
 QK0628'EAST ON A GRAVEL ROAD FOR 4.8 MILES TO A CROSSROAD.  TURN
 QK0628'RIGHT AND GO SOUTH FOR 0.5 MILE TO THE
 QK0628'STATION ON THE RIGHT.
 QK0628'
 QK0628'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVEL
 QK0628'ROAD FOR 0.35 MILE TO THE
 QK0628'MARK ON THE LEFT.
 QK0628'
 QK0628'REFERENCE MARK 1 IS 34 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 QK0628'ROAD, 25 FEET NORTH OF A
 QK0628'POWER LINE POLE AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 4
 QK0628'INCHES AND THE DISK IS STAMPED BLACK
 QK0628'NO 1 1956.
 QK0628'
 QK0628'REFERENCE MARK 2 IS 3 FEET SOUTH OF A CLUSTER OF 7 SMALL MAPLE TREES,
 QK0628'79 FEET WEST OF A WHITE
 QK0628'WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.  THE MARK IS FLUSH AND
 QK0628'THE DISK IS STAMPED BLACK NO 2
 QK0628'1956.
 QK0628'
 QK0628'THE AZIMUTH MARK IS 32 FEET EAST OF THE CENTERLINE OF THE GRAVEL
 QK0628'ROAD, 2 FEET NORTH OF A
 QK0628'TELEPHONE POLE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE
 QK0628'MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0628'STAMPED BLACK 1956.
 QK0628'
 QK0628'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1098 ***********************************************************************
 RJ1098  DESIGNATION -  BLACK
 RJ1098  PID         -  RJ1098
 RJ1098  STATE/COUNTY-  MI/CHIPPEWA
 RJ1098  USGS QUAD   -  RACO (1976)
 RJ1098
 RJ1098                         *CURRENT SURVEY CONTROL
 RJ1098  ___________________________________________________________________
 RJ1098* NAD 83(1994)-  46 15 41.72383(N)    084 42 25.73659(W)     ADJUSTED  
 RJ1098* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 RJ1098  ___________________________________________________________________
 RJ1098  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 RJ1098  GEOID HEIGHT-         -35.93  (meters)                     GEOID03
 RJ1098
 RJ1098  HORZ ORDER  -  SECOND
 RJ1098
 RJ1098.The horizontal coordinates were established by classical geodetic methods
 RJ1098.and adjusted by the National Geodetic Survey in February 1997..
 RJ1098
 RJ1098.The orthometric height was scaled from a topographic map.
 RJ1098
 RJ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1098
 RJ1098.The geoid height was determined by GEOID03.
 RJ1098
 RJ1098;                    North         East     Units Scale Factor Converg.
 RJ1098;SPC MI N     -   166,855.446 8,176,731.136   MT  0.99990292   +1 39 26.1
 RJ1098;SPC MI N     -   547,426.00 26,826,545.72   iFT  0.99990292   +1 39 26.1
 RJ1098;UTM  16      - 5,125,667.736   676,700.217   MT  0.99998382   +1 39 25.3
 RJ1098
 RJ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1098!SPC MI N     -   0.99997224  x   0.99990292  =   0.99987516
 RJ1098!UTM  16      -   0.99997224  x   0.99998382  =   0.99995606
 RJ1098
 RJ1098:                Primary Azimuth Mark                     Grid Az
 RJ1098:SPC MI N     -  BLACK AZ MK                              009 13 18.1
 RJ1098:UTM  16      -  BLACK AZ MK                              009 13 18.9
 RJ1098
 RJ1098|---------------------------------------------------------------------|
 RJ1098| PID    Reference Object                     Distance      Geod. Az  |
 RJ1098|                                                           dddmmss.s |
 RJ1098| CH1717 BLACK AZ MK                                        0105244.2 |
 RJ1098| RJ1097 KINROSS LOOKOUT TOWER               APPROX.15.0 KM 0813827.2 |
 RJ1098| RJ1053 KINCHELOE AFB NORTH WATER TANK      APPROX.20.1 KM 0855024.0 |
 RJ1098| RJ1055 KINCHELOE AFB SOUTH WATER TANK      APPROX.18.4 KM 0892316.5 |
 RJ1098| RJ0990 KINCHELOE AFB CONTROL TOWER         APPROX.19.2 KM 0950255.6 |
 RJ1098| RJ1101 RUDYARD BELL TEL CO MICROWAVE       APPROX.10.2 KM 1030151.9 |
 RJ1098| CH1718 BLACK RM 1                           22.971 METERS 11706     |
 RJ1098| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.13.1 KM 2064749.9 |
 RJ1098| CH1719 BLACK RM 2                           21.644 METERS 22935     |
 RJ1098| RJ1122 RACO AFB WATER TANK                 APPROX.12.4 KM 3213621.1 |
 RJ1098| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.12.4 KM 3321746.1 |
 RJ1098|---------------------------------------------------------------------|
 RJ1098
 RJ1098                          SUPERSEDED SURVEY CONTROL
 RJ1098
 RJ1098  NAD 83(1986)-  46 15 41.71712(N)    084 42 25.73272(W) AD(       ) 2
 RJ1098  NAD 27      -  46 15 41.65315(N)    084 42 25.53435(W) AD(       ) 2
 RJ1098
 RJ1098.Superseded values are not recommended for survey control.
 RJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1098.See file dsdata.txt to determine how the superseded data were derived.
 RJ1098
 RJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7670025668(NAD 83)
 RJ1098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1098_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1098
 RJ1098  HISTORY     - Date     Condition        Report By
 RJ1098  HISTORY     - 1965     MONUMENTED       CGS
 RJ1098
 RJ1098                          STATION DESCRIPTION
 RJ1098
 RJ1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1098'STATION IS ABOUT 6 MILES NORTHWEST OF RUDYARD, 4 MILES
 RJ1098'NORTH-NORTHEAST OF
 RJ1098'FIBRE, 3-3/4 MILES NORTH-NORTHWEST OF DRYBURG, IN SECTION 29, T.
 RJ1098'45 N., R. 3 W., AND
 RJ1098'ON PROPERTY OWNED BY THE MARQUETTE NATIONAL FOREST.
 RJ1098'
 RJ1098'TO REACH THE STATION FROM THE POST OFFICE, JUST SOUTH OF A RAILROAD
 RJ1098'CROSSING IN FIBRE,
 RJ1098'GO NORTH AND EAST ON A PAVED ROAD FOR 0.65 MILE TO A
 RJ1098'CROSSROAD.  TURN LEFT AND GO NORTH ON
 RJ1098'A GRAVELED ROAD FOR 2.5 MILES TO A
 RJ1098'CROSSROAD.  CONTINUE NORTH ON A GRAVELED ROAD FOR 1.15
 RJ1098'MILES TO A DRIVEWAY ON
 RJ1098'THE LEFT AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EASTERLY
 RJ1098'ON THE TRACK ROAD FOR
 RJ1098'0.45 MILE TO A TRACK ROAD ON THE LEFT.* CONTINUE
 RJ1098'EASTERLY ON THE TRACK ROAD FOR 0.1 MILE
 RJ1098'TO 2 TRIANGULAR BLAZES ON A 6
 RJ1098'INCH TREE ON THE RIGHT AND THE STATION ON THE LEFT.
 RJ1098'
 RJ1098'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON A TRACK
 RJ1098'ROAD FOR 0.3 MILE
 RJ1098'TO A TWO-STORY FRAMED HOUSE ON THE RIGHT AND THE
 RJ1098'AZIMUTH MARK ON THE LEFT, JUST SOUTH
 RJ1098'OF THE REMAINS OF AN OLD BARN.
 RJ1098'
 RJ1098'STATION MARKS ARE STANDARD DISKS STAMPED BLACK 1965.  THE SURFACE
 RJ1098'DISK IS SET IN A
 RJ1098'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 RJ1098'36 FEET NORTH OF THE 6 INCH TREE
 RJ1098'WITH THE TRIANGULAR BLAZES, 27 FEET
 RJ1098'SOUTHWEST OF AN 8 INCH PINE TREE, 26 FEET NORTH OF
 RJ1098'THE CENTER OF THE
 RJ1098'TRACK ROAD, 22 FEET SOUTHEAST OF A 6 INCH PINE TREE, 15 FEET
 RJ1098'NORTHWEST OF A 6 INCH
 RJ1098'PINE TREE, AND 6 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 RJ1098'UNDERGROUND DISK IS SET IN
 RJ1098'AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW
 RJ1098'THE SURFACE OF THE GROUND.
 RJ1098'
 RJ1098'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLACK NO 1 1965, IS
 RJ1098'SET IN A ROUND
 RJ1098'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 32 FEET
 RJ1098'EAST-SOUTHEAST OF A 6-INCH TREE,
 RJ1098'31 FEET SOUTHEAST OF THE CENTER OF THE
 RJ1098'TRACK ROAD, 20 FEET SOUTH OF AN 8 INCH PINE TREE,
 RJ1098'14 FEET NORTHEAST OF AN
 RJ1098'8 INCH PINE TREE, AND 4 FEET SOUTHWEST OF A 4 INCH TREE.
 RJ1098'
 RJ1098'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLACK NO 2 1965, IS
 RJ1098'SET IN A ROUND
 RJ1098'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 18 FEET
 RJ1098'SOUTH OF THE CENTER OF THE TRACK
 RJ1098'ROAD, 15 FEET NORTHWEST OF AN 8 INCH
 RJ1098'PINE TREE, 11 FEET NORTHEAST OF AN 8 INCH PINE
 RJ1098'TREE, AND 6 FEET NORTHEAST
 RJ1098'OF A 6 INCH PINE TREE.
 RJ1098'
 RJ1098'AZIMUTH MARK, A STANDARD DISK STAMPED BLACK 1965, IS SET IN A ROUND
 RJ1098'CONCRETE MONUMENT
 RJ1098'WHICH PROJECTS 6 INCHES.  IT IS 196 FEET NORTHWEST OF
 RJ1098'THE NORTHWEST CORNER OF THE FRAMED
 RJ1098'HOUSE, 45 FEET WEST OF THE CENTER OF
 RJ1098'THE TRACK ROAD, AND 1.8 FEET SOUTH OF A METAL WITNESS
 RJ1098'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0943 ***********************************************************************
 OJ0943  DESIGNATION -  BLACKS
 OJ0943  PID         -  OJ0943
 OJ0943  STATE/COUNTY-  MI/LAPEER
 OJ0943  USGS QUAD   -  IMLAY CITY (1963)
 OJ0943
 OJ0943                         *CURRENT SURVEY CONTROL
 OJ0943  ___________________________________________________________________
 OJ0943* NAD 83(1994)-  43 00 22.19138(N)    083 05 11.33045(W)     ADJUSTED  
 OJ0943* NAVD 88     -       258.62   (+/-2cm)     848.5    (feet)  VERTCON   
 OJ0943  ___________________________________________________________________
 OJ0943  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 OJ0943  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OJ0943
 OJ0943  HORZ ORDER  -  FIRST
 OJ0943  VERT ORDER  -  THIRD ? (See Below)
 OJ0943
 OJ0943.The horizontal coordinates were established by classical geodetic methods
 OJ0943.and adjusted by the National Geodetic Survey in February 1997..
 OJ0943
 OJ0943.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0943.The vertical order pertains to the NGVD 29 superseded value.
 OJ0943
 OJ0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0943
 OJ0943.The geoid height was determined by GEOID03.
 OJ0943
 OJ0943;                    North         East     Units Scale Factor Converg.
 OJ0943;SPC MI S     -   168,094.762 4,104,363.660   MT  0.99990911   +0 52 16.3
 OJ0943;SPC MI S     -   551,492.00 13,465,760.04   iFT  0.99990911   +0 52 16.3
 OJ0943;UTM  17      - 4,763,611.723   329,948.722   MT  0.99995575   -1 25 24.5
 OJ0943
 OJ0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0943!SPC MI S     -   0.99996488  x   0.99990911  =   0.99987400
 OJ0943!UTM  17      -   0.99996488  x   0.99995575  =   0.99992064
 OJ0943
 OJ0943:                Primary Azimuth Mark                     Grid Az
 OJ0943:SPC MI S     -  IMLAY CITY MUN TANK                      026 21 48.2
 OJ0943:UTM  17      -  IMLAY CITY MUN TANK                      028 39 29.0
 OJ0943
 OJ0943|---------------------------------------------------------------------|
 OJ0943| PID    Reference Object                     Distance      Geod. Az  |
 OJ0943|                                                           dddmmss.s |
 OJ0943| OJ0942 IMLAY CITY MUN TANK                 APPROX. 2.4 KM 0271404.5 |
 OJ0943| OJ0951 BLACKS AZ MK                        APPROX. 1.0 KM 0330233.1 |
 OJ0943| OJ0661 TT 20 B USGS                         40.275 METERS 12513     |
 OJ0943| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 8.5 KM 2182625.3 |
 OJ0943| CH0818 BLACKS RM 1                          26.066 METERS 35338     |
 OJ0943|---------------------------------------------------------------------|
 OJ0943
 OJ0943                          SUPERSEDED SURVEY CONTROL
 OJ0943
 OJ0943  NAD 83(1986)-  43 00 22.18625(N)    083 05 11.36135(W) AD(       ) 1
 OJ0943  NAD 27      -  43 00 22.08694(N)    083 05 11.58756(W) AD(       ) 1
 OJ0943  NGVD 29 (07/19/86)  258.74   (m)          848.9    (f) LEVELING    3  
 OJ0943
 OJ0943.Superseded values are not recommended for survey control.
 OJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0943.See file dsdata.txt to determine how the superseded data were derived.
 OJ0943
 OJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2994963612(NAD 83)
 OJ0943_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0943
 OJ0943  HISTORY     - Date     Condition        Report By
 OJ0943  HISTORY     - 1977     MONUMENTED       NGS
 OJ0943  HISTORY     - 19970524 GOOD             USPSQD
 OJ0943
 OJ0943                          STATION DESCRIPTION
 OJ0943
 OJ0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0943'THE STATION IS LOCATED 4-1/2 MILES NORTH-NORTHEAST OF DRYDEN,
 OJ0943'1-1/2 MILES SOUTH-SOUTHWEST OF IMLAY CITY, 1 MILE WEST OF
 OJ0943'STATE HIGHWAY 53, IN THE SOUTHEAST CORNER OF SECTION 19,
 OJ0943'T 7 N, R 12 E, IN THE NORTHWEST ANGLE OF AN INTERSECTION
 OJ0943'FORMED BY BLACKS CORNERS ROAD AND NEWARK ROAD, AT THE
 OJ0943'SOUTHEAST CORNER OF A SERIES OF WATER TREATMENT PONDS, ON
 OJ0943'PROPERTY OF THE VLASTIC FOODS INCORPORATED COMPANY, PHONE
 OJ0943'313-724-2715, IMLAY CITY.
 OJ0943'
 OJ0943'TO REACH THE STATION FROM THE IMLAY CITY POST OFFICE, GO EAST
 OJ0943'ON EAST THIRD STREET FOR 0.1 MILE TO ITS JUNCTION WITH CEDAR
 OJ0943'STREET (HIGHWAY 53).  TURN RIGHT, SOUTH, ON CEDAR STREET FOR
 OJ0943'0.65 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON BORLAND ROAD
 OJ0943'FOR 0.25 MILE TO A CROSSROAD.  CONTINUE WEST ON BORLAND ROAD
 OJ0943'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT (AREA IS BEING
 OJ0943'SUBDIVIDED FOR A HOUSING DEVELOPMENT AT THIS TIME).
 OJ0943'CONTINUE WEST ON BORLAND ROAD FOR 0.35 MILE TO A T-ROAD.
 OJ0943'TURN LEFT, SOUTH, ON BLACKS CORNERS ROAD FOR 0.5 MILE TO A
 OJ0943'CROSSROAD AND THE STATION ON THE RIGHT.
 OJ0943'
 OJ0943'STATION MARKS, STAMPED---BLACKS 1977---, ARE STANDARD DISKS.
 OJ0943'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 OJ0943'MONUMENT FLUSH WITH THE GROUND.  IT IS 55.5 FEET NORTH OF THE
 OJ0943'CENTER OF NEWARK ROAD, 49 FEET WEST OF THE CENTER OF BLACKS
 OJ0943'CORNERS ROAD, 32.5 FEET NORTHWEST OF A SMALL UTILITY POLE,
 OJ0943'28.0 FEET NORTHEAST OF CHAIN LINK FENCE CORNER, AND 4.9 FEET
 OJ0943'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 OJ0943'THE TOP OF AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 OJ0943'
 OJ0943'REFERENCE MARK 1, STAMPED---BLACKS NO 1 1977---, IS A
 OJ0943'STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 OJ0943'IS 1 INCH BELOW GROUND.  IT IS 105 FEET NORTH-NORTHEAST OF THE
 OJ0943'FENCE CORNER, 54 FEET WEST OF THE CENTER OF BLACKS CORNERS
 OJ0943'ROAD, 14.8 FEET EAST-SOUTHEAST OF THE ELEVENTH FENCE POST
 OJ0943'NORTH OF THE FENCE CORNER, 14.0 FEET EAST OF THE FENCE, AND
 OJ0943'2.0 FEET SOUTH OF A METAL WITNESS POST.
 OJ0943'
 OJ0943'TT 20 B, STAMPED---TT 20 B 1942 894 FEET---, IS A U.S.
 OJ0943'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE
 OJ0943'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS ON
 OJ0943'A 6-FOOT DIAMETER GRASSY MOUND PROJECTING 1 FOOT, 87.5 FEET
 OJ0943'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 58 FEET
 OJ0943'EAST OF THE CENTER OF BLACKS CORNERS ROAD, 47.3 FEET EAST-
 OJ0943'NORTHEAST OF A UTILITY POLE WITH JUNCTION BOX L 402 T4, 28.5
 OJ0943'FEET SOUTH OF THE CENTER OF NEWARK ROAD, 14.5 FEET WEST OF A
 OJ0943'6-INCH ASPEN TREE, AND 1 FOOT WEST-SOUTHWEST OF A METAL
 OJ0943'WITNESS POST.
 OJ0943'
 OJ0943'AZIMUTH MARK, STAMPED---BLACKS 1977---, IS A STANDARD DISK
 OJ0943'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 OJ0943'WITH THE GROUND.  IT IS 141 FEET EAST OF THE CENTER OF A
 OJ0943'STREET (UNDER CONSTRUCTION), 115 FEET WEST OF THE CENTER OF
 OJ0943'A STREET (UNDER CONSTRUCTION), 46.5 FEET NORTH OF THE CENTER
 OJ0943'OF BORLAND ROAD, 11.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OJ0943'OF A GROUND TRANSFORMER UNIT, 10.5 FEET EAST OF UTILITY POLE
 OJ0943'F 105, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 OJ0943'
 OJ0943'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0943'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.4 METERS.
 OJ0943'DESCRIBED BY G.R.HEID.
 OJ0943
 OJ0943                          STATION RECOVERY (1997)
 OJ0943
 OJ0943'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0951 ***********************************************************************
 OJ0951  DESIGNATION -  BLACKS AZ MK
 OJ0951  PID         -  OJ0951
 OJ0951  STATE/COUNTY-  MI/LAPEER
 OJ0951  USGS QUAD   -  IMLAY CITY (1963)
 OJ0951
 OJ0951                         *CURRENT SURVEY CONTROL
 OJ0951  ___________________________________________________________________
 OJ0951* NAD 83(1994)-  43 00 50.06011(N)    083 04 46.62686(W)     ADJUSTED  
 OJ0951* NAVD 88     -       253.1    (meters)     830.     (feet)  VERTCON   
 OJ0951  ___________________________________________________________________
 OJ0951  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 OJ0951  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OJ0951
 OJ0951  HORZ ORDER  -  SECOND
 OJ0951
 OJ0951.The horizontal coordinates were established by classical geodetic methods
 OJ0951.and adjusted by the National Geodetic Survey in February 1997..
 OJ0951
 OJ0951.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0951
 OJ0951.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0951
 OJ0951.The geoid height was determined by GEOID03.
 OJ0951
 OJ0951;                    North         East     Units Scale Factor Converg.
 OJ0951;SPC MI S     -   168,963.118 4,104,909.886   MT  0.99990940   +0 52 33.1
 OJ0951;SPC MI S     -   554,340.94 13,467,552.12   iFT  0.99990940   +0 52 33.1
 OJ0951;UTM  17      - 4,764,457.549   330,529.306   MT  0.99995333   -1 25 08.4
 OJ0951
 OJ0951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0951!SPC MI S     -   0.99996575  x   0.99990940  =   0.99987516
 OJ0951!UTM  17      -   0.99996575  x   0.99995333  =   0.99991908
 OJ0951
 OJ0951                          SUPERSEDED SURVEY CONTROL
 OJ0951
 OJ0951  NAD 83(1986)-  43 00 50.05491(N)    083 04 46.65762(W) AD(       ) 2
 OJ0951  NAD 27      -  43 00 49.95583(N)    083 04 46.88469(W) AD(       ) 2
 OJ0951  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0951
 OJ0951.Superseded values are not recommended for survey control.
 OJ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0951.See file dsdata.txt to determine how the superseded data were derived.
 OJ0951
 OJ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3052964458(NAD 83)
 OJ0951_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0951+STABILITY: SURFACE MOTION
 OJ0951
 OJ0951  HISTORY     - Date     Condition        Report By
 OJ0951  HISTORY     - 1977     MONUMENTED       NGS
 OJ0951  HISTORY     - 19970524 GOOD             USPSQD
 OJ0951
 OJ0951                          STATION DESCRIPTION
 OJ0951
 OJ0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0951'THE STATION IS LOCATED 4-1/2 MILES NORTH-NORTHEAST OF DRYDEN,
 OJ0951'1-1/2 MILES SOUTH-SOUTHWEST OF IMLAY CITY, 1 MILE WEST OF
 OJ0951'STATE HIGHWAY 53.
 OJ0951'
 OJ0951'TO REACH THE STATION FROM THE IMLAY CITY POST OFFICE, GO EAST
 OJ0951'ON EAST THIRD STREET FOR 0.1 MILE TO ITS JUNCTION WITH CEDAR
 OJ0951'STREET (HIGHWAY 53).  TURN RIGHT, SOUTH, ON CEDAR STREET FOR
 OJ0951'0.65 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON BORLAND ROAD
 OJ0951'FOR 0.25 MILE TO A CROSSROAD.  CONTINUE WEST ON BORLAND ROAD
 OJ0951'FOR 0.15 MILE TO THE AZIMUTH MARK ON THE RIGHT (AREA IS BEING
 OJ0951'SUBDIVIDED FOR A HOUSING DEVELOPMENT AT THIS TIME).
 OJ0951'
 OJ0951'AZIMUTH MARK, STAMPED---BLACKS 1977---, IS A STANDARD DISK
 OJ0951'SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS FLUSH
 OJ0951'WITH THE GROUND.  IT IS 141 FEET EAST OF THE CENTER OF A
 OJ0951'STREET (UNDER CONSTRUCTION), 115 FEET WEST OF THE CENTER OF
 OJ0951'A STREET (UNDER CONSTRUCTION), 46.5 FEET NORTH OF THE CENTER
 OJ0951'OF BORLAND ROAD, 11.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OJ0951'OF A GROUND TRANSFORMER UNIT, 10.5 FEET EAST OF UTILITY POLE
 OJ0951'F 105, AND 1.3 FEET WEST OF A METAL WITNESS POST.
 OJ0951'
 OJ0951'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION BLACKS.
 OJ0951'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0951'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 OJ0951'DESCRIBED BY G.R.HEID.
 OJ0951
 OJ0951                          STATION RECOVERY (1997)
 OJ0951
 OJ0951'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0782 ***********************************************************************
 RJ0782  DESIGNATION -  BLAIN IBC 1943
 RJ0782  PID         -  RJ0782
 RJ0782  STATE/COUNTY-  MI/CHIPPEWA
 RJ0782  USGS QUAD   -  PAYMENT (1976)
 RJ0782
 RJ0782                         *CURRENT SURVEY CONTROL
 RJ0782  ___________________________________________________________________
 RJ0782* NAD 83(1994)-  46 31 38.76052(N)    084 09 05.09377(W)     ADJUSTED  
 RJ0782* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RJ0782  ___________________________________________________________________
 RJ0782  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 RJ0782  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0782
 RJ0782  HORZ ORDER  -  THIRD
 RJ0782
 RJ0782.The horizontal coordinates were established by classical geodetic methods
 RJ0782.and adjusted by the National Geodetic Survey in February 1997..
 RJ0782
 RJ0782.The orthometric height was scaled from a topographic map.
 RJ0782
 RJ0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0782
 RJ0782.The geoid height was determined by GEOID03.
 RJ0782
 RJ0782;                    North         East     Units Scale Factor Converg.
 RJ0782;SPC MI N     -   197,773.580 8,218,488.455   MT  0.99991175   +2 03 32.1
 RJ0782;SPC MI N     -   648,863.45 26,963,544.80   iFT  0.99991175   +2 03 32.1
 RJ0782;SPC MI C     -   356,850.663 6,016,519.860   MT  1.00029732   +0 09 07.4
 RJ0782;SPC MI C     - 1,170,769.89 19,739,238.39   iFT  1.00029732   +0 09 07.4
 RJ0782;UTM  16      - 5,156,594.335   718,462.657   MT  1.00018668   +2 04 05.0
 RJ0782
 RJ0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0782!SPC MI N     -   0.99997692  x   0.99991175  =   0.99988867
 RJ0782!SPC MI C     -   0.99997692  x   1.00029732  =   1.00027423
 RJ0782!UTM  16      -   0.99997692  x   1.00018668  =   1.00016359
 RJ0782
 RJ0782|---------------------------------------------------------------------|
 RJ0782| PID    Reference Object                     Distance      Geod. Az  |
 RJ0782|                                                           dddmmss.s |
 RJ0782| RJ0780 BASSAWA  IBC 1943                   385.420 METERS 00545     |
 RJ0782| RJ0781 PAYMENT CHURCH CROSS                 13.372 METERS 10649     |
 RJ0782| RJ0787 SINJIN IBC 1943                     APPROX. 0.9 KM 2823544.0 |
 RJ0782| RJ0785 GARDEN RIVER ST JOHNS CH CROSS      APPROX. 0.8 KM 2903210.7 |
 RJ0782|---------------------------------------------------------------------|
 RJ0782
 RJ0782                          SUPERSEDED SURVEY CONTROL
 RJ0782
 RJ0782  NAD 83(1986)-  46 31 38.75387(N)    084 09 05.10553(W) AD(       ) 3
 RJ0782  NAD 27      -  46 31 38.66700(N)    084 09 04.99500(W) AD(       ) 3
 RJ0782
 RJ0782.Superseded values are not recommended for survey control.
 RJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0782.See file dsdata.txt to determine how the superseded data were derived.
 RJ0782
 RJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1846356594(NAD 83)
 RJ0782_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0782+STABILITY: SURFACE MOTION
 RJ0782
 RJ0782  HISTORY     - Date     Condition        Report By
 RJ0782  HISTORY     - 1943     MONUMENTED       IBC
 RJ0782  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0782
 RJ0782                          STATION DESCRIPTION
 RJ0782
 RJ0782'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0782'NEAR PAYMENT CHURCH (ST MARYS), S OF ROAD, 1/2 MILE W OF VILLAGE OF
 RJ0782'PAYMENT, AND 250 FEET S OF RIVER.  IT IS 50 FEET S OF ROAD, 6 FEET N
 RJ0782'OF FENCE, 33.7 FEET FROM NW CORNER OF CHURCH, S 66 DEG 25 MIN E,
 RJ0782'67.65 FEET FROM SW CORNER OF CHURCH, S 40 DEG 19 MIN E,
 RJ0782'AND 26.15 FEET FROM SHALLOW 1/2-INCH DRILL HOLE
 RJ0782'IN LARGE BLACK ROCK IN STONE PILE, N 21 DEG 26 MIN W.
 RJ0782'
 RJ0782'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0782'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0782'2 INCHES BELOW SURFACE OF GROUND.  SUBSURFACE MARK IS A ROUND - HEADED
 RJ0782'COPPER RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10
 RJ0782'INCHES LONG SET 2 FEET UNDERGROUND.
 RJ0782
 RJ0782                          STATION RECOVERY (1958)
 RJ0782
 RJ0782'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0782'NOT RECOVERED BUT PROBABLY O K.  GROUND HAS BEEN CHANGED AND MARKS
 RJ0782'COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1226 ***********************************************************************
 RJ1226  DESIGNATION -  BLANEY
 RJ1226  PID         -  RJ1226
 RJ1226  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1226  USGS QUAD   -  BLANEY PARK (1972)
 RJ1226
 RJ1226                         *CURRENT SURVEY CONTROL
 RJ1226  ___________________________________________________________________
 RJ1226* NAD 83(1994)-  46 05 07.87109(N)    085 54 16.94901(W)     ADJUSTED  
 RJ1226* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 RJ1226  ___________________________________________________________________
 RJ1226  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 RJ1226  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RJ1226
 RJ1226  HORZ ORDER  -  SECOND
 RJ1226
 RJ1226.The horizontal coordinates were established by classical geodetic methods
 RJ1226.and adjusted by the National Geodetic Survey in February 1997..
 RJ1226
 RJ1226.The orthometric height was scaled from a topographic map.
 RJ1226
 RJ1226.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1226
 RJ1226.The geoid height was determined by GEOID03.
 RJ1226
 RJ1226;                    North         East     Units Scale Factor Converg.
 RJ1226;SPC MI N     -   145,315.359 8,084,703.704   MT  0.99990889   +0 47 30.0
 RJ1226;SPC MI N     -   476,756.43 26,524,618.45   iFT  0.99990889   +0 47 30.0
 RJ1226;UTM  16      - 5,104,132.494   584,680.045   MT  0.99968815   +0 47 20.6
 RJ1226
 RJ1226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1226!SPC MI N     -   0.99996943  x   0.99990889  =   0.99987832
 RJ1226!UTM  16      -   0.99996943  x   0.99968815  =   0.99965759
 RJ1226
 RJ1226:                Primary Azimuth Mark                     Grid Az
 RJ1226:SPC MI N     -  GAGNON                                   003 48 11.2
 RJ1226:UTM  16      -  GAGNON                                   003 48 20.6
 RJ1226
 RJ1226|---------------------------------------------------------------------|
 RJ1226| PID    Reference Object                     Distance      Geod. Az  |
 RJ1226|                                                           dddmmss.s |
 RJ1226| RJ1227 GAGNON                              APPROX.14.6 KM 0043541.2 |
 RJ1226| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX. 3.9 KM 0602032.7 |
 RJ1226| RJ1225 BLANEY 1965 RM 1                     14.812 METERS 27516     |
 RJ1226| CH1720 BLANEY AZ MK                                       3480916.2 |
 RJ1226| CH1721 BLANEY RM 2                          24.596 METERS 35724     |
 RJ1226|---------------------------------------------------------------------|
 RJ1226
 RJ1226                          SUPERSEDED SURVEY CONTROL
 RJ1226
 RJ1226  NAD 83(1986)-  46 05 07.86518(N)    085 54 16.94603(W) AD(       ) 2
 RJ1226  NAD 27      -  46 05 07.93549(N)    085 54 16.51945(W) AD(       ) 2
 RJ1226
 RJ1226.Superseded values are not recommended for survey control.
 RJ1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1226.See file dsdata.txt to determine how the superseded data were derived.
 RJ1226
 RJ1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8468004132(NAD 83)
 RJ1226_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1226_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1226
 RJ1226  HISTORY     - Date     Condition        Report By
 RJ1226  HISTORY     - 1965     MONUMENTED       CGS
 RJ1226  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ1226  HISTORY     - 1976     GOOD             MIDH
 RJ1226
 RJ1226                          STATION DESCRIPTION
 RJ1226
 RJ1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1226'STATION IS ABOUT 10 MILES WEST OF GOULD CITY, 8-1/2 MILES NORTHEAST
 RJ1226'OF GULLIVER, 2
 RJ1226'MILES SOUTHEAST OF BLANEY PARK, IN SECTION 35, T. 43 N.,
 RJ1226'R. 13 W., AND ON PROPERTY OWNED
 RJ1226'BY MR. STEWART E. EARLE.
 RJ1226'
 RJ1226'TO REACH THE STATION FROM THE POST OFFICE IN BLANEY PARK, GO SOUTH
 RJ1226'ON STATE HIGHWAY
 RJ1226'77 FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 2.  TURN
 RJ1226'LEFT AND GO EAST ON U.S. HIGHWAY 2
 RJ1226'FOR 0.95 MILE TO A SIDE ROAD RIGHT
 RJ1226'AT SIGN BLANEY TOWER.  TURN RIGHT AND GO SOUTH ON A
 RJ1226'GRAVELED ROAD FOR
 RJ1226'ABOUT 100 FEET TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTH
 RJ1226'ON THE GRAVELED ROAD
 RJ1226'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RJ1226'SOUTH ON THE GRAVELED ROAD FOR 0.55
 RJ1226'MILE TO THE STATION JUST EAST
 RJ1226'OF THE BLANEY LOOKOUT TOWER.
 RJ1226'
 RJ1226'STATION MARKS ARE STANDARD DISKS STAMPED BLANEY 1965.  THE SURFACE
 RJ1226'DISK IS SET IN A
 RJ1226'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 RJ1226'IT IS 51 FEET NORTHEAST OF A
 RJ1226'16-INCH PINE TREE, 44 FEET EAST OF A 6-INCH
 RJ1226'PINE TREE, 40 FEET EAST-SOUTHEAST OF THE
 RJ1226'NORTHEAST LEG OF THE
 RJ1226'LOOKOUT TOWER AND 5.7 FEET WEST-NORTHWEST OF A METAL
 RJ1226'WITNESS POST.  THE
 RJ1226'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 RJ1226'BELOW THE GROUND
 RJ1226'SURFACE.
 RJ1226'
 RJ1226'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLANEY NO 1 1965, IS
 RJ1226'SET IN A ROUND
 RJ1226'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RJ1226'LOCATED IN THE APPROXIMATE CENTER
 RJ1226'OF THE BLANEY LOOKOUT TOWER.
 RJ1226'
 RJ1226'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLANEY NO 2 1965, IS
 RJ1226'SET IN A ROUND
 RJ1226'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 74
 RJ1226'FEET NORTHEAST OF THE NORTHEAST
 RJ1226'LEG OF THE LOOKOUT TOWER, 45 FEET EAST
 RJ1226'OF A 14-INCH PINE TREE, 41 FEET NORTH-NORTHEAST OF
 RJ1226'A 6-INCH PINE TREE
 RJ1226'AND 27 FEET SOUTHWEST OF A TWIN TRUNKED 6-INCH MAPLE TREE.
 RJ1226'
 RJ1226'AZIMUTH MARK, A STANDARD DISK STAMPED BLANEY 1965, IS SET IN A
 RJ1226'ROUND CONCRETE
 RJ1226'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 22 FEET WEST OF
 RJ1226'THE CENTER OF A GRAVELED ROAD AND
 RJ1226'1.6 FEET SOUTH OF A METAL WITNESS
 RJ1226'POST.
 RJ1226'
 RJ1226'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1226
 RJ1226                          STATION RECOVERY (1971)
 RJ1226
 RJ1226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1226'BLANEY AND RMS 1 AND 2 FOUND IN GOOD CONDITION. AZ. MK. NOW OBSCURED.
 RJ1226'DISTANCES AND
 RJ1226'DIRECTIONS CHECKED O.R.
 RJ1226'ORIGINAL DESCRIPTION IS
 RJ1226'ADEQUATE.
 RJ1226
 RJ1226                          STATION RECOVERY (1976)
 RJ1226
 RJ1226'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (MAC)
 RJ1226'BLANEY 1965 RECOVERED GOOD.
 RJ1226'
 RJ1226'STATION RECOVERED AS DESCRIBED, RM NO. 1 IS GONE.  OTHER MARKS
 RJ1226'RECOVERED AS DESCRIBED.
 RJ1226'
 RJ1226'DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST OF GOULD
 RJ1226'CITY ON U.S. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1225 ***********************************************************************
 RJ1225  DESIGNATION -  BLANEY 1965 RM 1
 RJ1225  PID         -  RJ1225
 RJ1225  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1225  USGS QUAD   -  BLANEY PARK (1972)
 RJ1225
 RJ1225                         *CURRENT SURVEY CONTROL
 RJ1225  ___________________________________________________________________
 RJ1225* NAD 83(1994)-  46 05 07.91507(N)    085 54 17.63554(W)     ADJUSTED  
 RJ1225* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 RJ1225  ___________________________________________________________________
 RJ1225  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 RJ1225  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RJ1225
 RJ1225  HORZ ORDER  -  SECOND
 RJ1225
 RJ1225.The horizontal coordinates were established by classical geodetic methods
 RJ1225.and adjusted by the National Geodetic Survey in February 1997..
 RJ1225
 RJ1225.The orthometric height was scaled from a topographic map.
 RJ1225
 RJ1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1225
 RJ1225.The geoid height was determined by GEOID03.
 RJ1225
 RJ1225;                    North         East     Units Scale Factor Converg.
 RJ1225;SPC MI N     -   145,316.513 8,084,688.938   MT  0.99990889   +0 47 29.5
 RJ1225;SPC MI N     -   476,760.21 26,524,570.01   iFT  0.99990889   +0 47 29.5
 RJ1225;UTM  16      - 5,104,133.649   584,665.282   MT  0.99968812   +0 47 20.2
 RJ1225
 RJ1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1225!SPC MI N     -   0.99996943  x   0.99990889  =   0.99987832
 RJ1225!UTM  16      -   0.99996943  x   0.99968812  =   0.99965756
 RJ1225
 RJ1225                          SUPERSEDED SURVEY CONTROL
 RJ1225
 RJ1225  NAD 83(1986)-  46 05 07.90917(N)    085 54 17.63256(W) AD(       ) 2
 RJ1225  NAD 27      -  46 05 07.97950(N)    085 54 17.20595(W) AD(       ) 2
 RJ1225
 RJ1225.Superseded values are not recommended for survey control.
 RJ1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1225.See file dsdata.txt to determine how the superseded data were derived.
 RJ1225
 RJ1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8466504134(NAD 83)
 RJ1225
 RJ1225  HISTORY     - Date     Condition        Report By
 RJ1225  HISTORY     - 1965     MONUMENTED       CGS
 RJ1225
 RJ1225                          STATION DESCRIPTION
 RJ1225
 RJ1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1225'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1225'LOCATED ABOUT 10
 RJ1225'MILES WEST OF GOULD CITY, 8-1/2 MILES NORTHEAST OF
 RJ1225'GULLIVER, 2 MILES SOUTHEAST OF
 RJ1225'BLANEY PARK, IN SECTION 35, T. 43 N.,
 RJ1225'R. 13 W., AND ON PROPERTY OWNED BY RM. STEWART E.
 RJ1225'EARLE.
 RJ1225'
 RJ1225'TO REACH THE STATION FROM THE POST OFFICE IN BLANEY PARK, GO SOUTH ON
 RJ1225'STATE HIGHWAY 77
 RJ1225'FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY 2.  TURN
 RJ1225'LEFT AND GO EAST ON U.S. HIGHWAY 2
 RJ1225'FOR 0.95 MILE TO A SIDE ROAD RIGHT AT
 RJ1225'SIGN BLANEY TOWER.  TURN RIGHT AND GO SOUTH ON A
 RJ1225'GRAVELED ROAD FOR ABOUT
 RJ1225'100 FEET TO A LOCKED GATE.  PASS THROUGH THE GATE AND GO SOUTH ON
 RJ1225'THE GRAVELED ROAD
 RJ1225'FOR 1.2 MILES TO TOP OF A SMALL RISE AND THE STATION.
 RJ1225'
 RJ1225'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLANEY 1965,
 RJ1225'THE DISTANCE BEING
 RJ1225'48.60 FEET OR 14.812 METERS.
 RJ1225'
 RJ1225'NOTE- THE LOOKOUT TOWER IS NOT IN USE AT THE PRESENT TIME.
 RJ1225'
 RJ1225'NOTE- THE OVERALL HEIGHT OF THE TOWER IS APPROXIMATELY 90 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1224 ***********************************************************************
 RJ1224  DESIGNATION -  BLANEY PARK MICROWAVE TOWER
 RJ1224  PID         -  RJ1224
 RJ1224  STATE/COUNTY-  MI/MACKINAC
 RJ1224  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ1224
 RJ1224                         *CURRENT SURVEY CONTROL
 RJ1224  ___________________________________________________________________
 RJ1224* NAD 83(1994)-  46 06 10.37272(N)    085 51 39.07549(W)     ADJUSTED  
 RJ1224* NAVD 88     -                                                        
 RJ1224  ___________________________________________________________________
 RJ1224  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 RJ1224  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ1224
 RJ1224  HORZ ORDER  -  THIRD
 RJ1224
 RJ1224.The horizontal coordinates were established by classical geodetic methods
 RJ1224.and adjusted by the National Geodetic Survey in February 1997..
 RJ1224
 RJ1224
 RJ1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1224
 RJ1224.The geoid height was determined by GEOID03.
 RJ1224
 RJ1224;                    North         East     Units Scale Factor Converg.
 RJ1224;SPC MI N     -   147,292.573 8,088,067.149   MT  0.99990788   +0 49 24.1
 RJ1224;SPC MI N     -   483,243.35 26,535,653.38   iFT  0.99990788   +0 49 24.1
 RJ1224;UTM  16      - 5,106,109.132   588,042.848   MT  0.99969529   +0 49 15.3
 RJ1224
 RJ1224                          SUPERSEDED SURVEY CONTROL
 RJ1224
 RJ1224  NAD 83(1986)-  46 06 10.36682(N)    085 51 39.07258(W) AD(       ) 4
 RJ1224  NAD 27      -  46 06 10.43111(N)    085 51 38.64972(W) AD(       ) 3
 RJ1224
 RJ1224.Superseded values are not recommended for survey control.
 RJ1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1224.See file dsdata.txt to determine how the superseded data were derived.
 RJ1224
 RJ1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8804306109(NAD 83)
 RJ1224
 RJ1224  HISTORY     - Date     Condition        Report By
 RJ1224  HISTORY     - 1965     MONUMENTED       CGS
 RJ1224  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ1224  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ1224
 RJ1224                          STATION DESCRIPTION
 RJ1224
 RJ1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1224'THE STATION IS THE CENTER OF A 3-LEGGED, GUYED STEEL TOWER
 RJ1224'PAINTED IN
 RJ1224'ALTERNATING SECTIONS OF INTERNATIONAL ORANGE AND WHITE, WITH A RED
 RJ1224'LIGHT ON TOP.  OVERALL HEIGHT IS
 RJ1224'360 FEET.  THERE ARE TWO OPPOSED RECEIVING SCREENS FASTENED AT
 RJ1224'THE TOP.
 RJ1224'
 RJ1224'THE STATION IS LOCATED IMMEDIATELY NORTH OF U.S. HIGHWAY 2, ABOUT 3
 RJ1224'MILES EAST OF THE INTERSECTION OF
 RJ1224'U.S. HIGHWAY 2 AND STATE HIGHWAY 77, 1 MILE SOUTH OF BLANEY PARK.  IT
 RJ1224'IS OWNED AND OPERATED BY THE MICHIGAN
 RJ1224'BELL TELEPHONE CO.
 RJ1224
 RJ1224                          STATION RECOVERY (1971)
 RJ1224
 RJ1224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1224'BLANEY PARK MICROWAVE RELAY TOWER IS DESTROYED, A NEW FOUR-LEGGED
 RJ1224'TOWER IS ERECTED IN ITS PLACE.  NEW POSITION.
 RJ1224
 RJ1224                          STATION RECOVERY (1995)
 RJ1224
 RJ1224'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1238 ***********************************************************************
 RJ1238  DESIGNATION -  BLIND
 RJ1238  PID         -  RJ1238
 RJ1238  STATE/COUNTY-  MI/LUCE
 RJ1238  USGS QUAD   -  MUSKALLONGE LAKE WEST (1968)
 RJ1238
 RJ1238                         *CURRENT SURVEY CONTROL
 RJ1238  ___________________________________________________________________
 RJ1238* NAD 83(1994)-  46 40 17.54925(N)    085 42 22.87233(W)     ADJUSTED  
 RJ1238* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 RJ1238  ___________________________________________________________________
 RJ1238  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 RJ1238  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 RJ1238
 RJ1238  HORZ ORDER  -  SECOND
 RJ1238
 RJ1238.The horizontal coordinates were established by classical geodetic methods
 RJ1238.and adjusted by the National Geodetic Survey in February 1997..
 RJ1238
 RJ1238.The orthometric height was scaled from a topographic map.
 RJ1238
 RJ1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1238
 RJ1238.The geoid height was determined by GEOID03.
 RJ1238
 RJ1238;                    North         East     Units Scale Factor Converg.
 RJ1238;SPC MI N     -   210,673.284 8,098,979.149   MT  0.99992554   +0 56 06.1
 RJ1238;SPC MI N     -   691,185.31 26,571,453.90   iFT  0.99992554   +0 56 06.1
 RJ1238;UTM  16      - 5,169,477.419   598,950.839   MT  0.99972035   +0 56 28.0
 RJ1238
 RJ1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1238!SPC MI N     -   0.99997242  x   0.99992554  =   0.99989796
 RJ1238!UTM  16      -   0.99997242  x   0.99972035  =   0.99969277
 RJ1238
 RJ1238|---------------------------------------------------------------------|
 RJ1238| PID    Reference Object                     Distance      Geod. Az  |
 RJ1238|                                                           dddmmss.s |
 RJ1238| CH1722 BLIND RM 1                           20.072 METERS 00842     |
 RJ1238| RJ1234 PERCH                               APPROX. 8.8 KM 1194153.0 |
 RJ1238| CH1723 BLIND RM 2                           18.732 METERS 26309     |
 RJ1238|---------------------------------------------------------------------|
 RJ1238
 RJ1238                          SUPERSEDED SURVEY CONTROL
 RJ1238
 RJ1238  NAD 83(1986)-  46 40 17.54324(N)    085 42 22.86904(W) AD(       ) 2
 RJ1238  NAD 27      -  46 40 17.55370(N)    085 42 22.31363(W) AD(       ) 2
 RJ1238
 RJ1238.Superseded values are not recommended for survey control.
 RJ1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1238.See file dsdata.txt to determine how the superseded data were derived.
 RJ1238
 RJ1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9895169477(NAD 83)
 RJ1238_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1238
 RJ1238  HISTORY     - Date     Condition        Report By
 RJ1238  HISTORY     - 1965     MONUMENTED       CGS
 RJ1238
 RJ1238                          STATION DESCRIPTION
 RJ1238
 RJ1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1238'STATION IS ABOUT 27 MILES NORTHWEST OF NEWBERRY, 13 MILES EAST OF
 RJ1238'GRAND MARAIS, 4
 RJ1238'MILES WEST OF DEER PARK, 3/4 MILE SOUTH OF THE SHORELINE
 RJ1238'OF LAKE MICHIGAN, ON THE HIGHEST
 RJ1238'POINT OF A SANDY HILL AT THE SOUTHEAST
 RJ1238'END OF A SMALL CLEARING, IN SECTION 5, T. 49 N., R.
 RJ1238'11 W., AND ON STATE
 RJ1238'FOREST PROPERTY.
 RJ1238'
 RJ1238'TO REACH THE STATION FROM THE RAILROAD STATION IN NEWBERRY, GO NORTH
 RJ1238'ON STATE HIGHWAY
 RJ1238'123 FOR 4.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 RJ1238'GO WEST AND NORTH ON LUCE COUNTY
 RJ1238'ROUTE 407 FOR 17.4 MILES TO A CONCRETE
 RJ1238'BRIDGE OVER TWO HEARTED RIVER.  CONTINUE NORTH ON
 RJ1238'LUCE COUNTY ROUTE 407
 RJ1238'FOR 1.5 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST AND NORTHWEST
 RJ1238'ON LUCE COUNTY
 RJ1238'ROUTES 410 AND 416 FOR 7.55 MILES TO A REVERSE Y-FORK.  CONTINUE
 RJ1238'NORTHWEST ON LUCE COUNTY ROUTE
 RJ1238'433 FOR 1.45 MILES TO A CROSSROAD.
 RJ1238'TURN RIGHT AND GO NORTH ON A SANDY ROAD FOR 1.45
 RJ1238'MILES TO A DIM WOODS
 RJ1238'ROAD RIGHT.  (NOTE- A FOUR WHEEL DRIVE VEHICLE REQUIRED FROM THIS
 RJ1238'POINT.) TURN RIGHT AND
 RJ1238'GO EASTERLY ON THE WOODS ROAD FOR 0.3 MILE TO THE STATION
 RJ1238'AT THE SOUTHEAST END OF A SMALL
 RJ1238'CLEARING.
 RJ1238'
 RJ1238'STATION MARKS ARE STANDARD DISKS STAMPED BLIND 1965.  THE SURFACE
 RJ1238'DISK IS SET IN A
 RJ1238'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RJ1238'25 FEET SOUTH OF A 2-INCH BIRCH
 RJ1238'TRE, 17 FEET WEST OF A 4-INCH BIRCH
 RJ1238'TREE AND 3.9 FEET NORTHWEST OF A METAL WITNESS
 RJ1238'POST.  THE UNDERGROUND
 RJ1238'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 RJ1238'SURFACE OF THE
 RJ1238'GROUND.
 RJ1238'
 RJ1238'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLIND NO 1 1965, IS
 RJ1238'SET IN A ROUND
 RJ1238'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 9.5 FEET
 RJ1238'NORTHEAST OF A 8-INCH BIRCH TREE,
 RJ1238'9 FEET SOUTH OF A 4-INCH BIRCH TREE
 RJ1238'AND 9 FEET NORTH OF A 4-INCH BIRCH TREE.
 RJ1238'
 RJ1238'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLIND NO 2 1965, IS
 RJ1238'SET IN A ROUND
 RJ1238'CONCRETE MONUMENT THAT PROJECTS 1 INCH.  IT IS 25 FEET
 RJ1238'EAST OF A 8-INCH PINE TREE, 18
 RJ1238'FEET SOUTH OF A 4-INCH BIRCH TREE AND 9
 RJ1238'FEET NORTHWEST OF A 6-INCH PINE TREE.
 RJ1238'
 RJ1238'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 RJ1238'
 RJ1238'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0772 ***********************************************************************
 QK0772  DESIGNATION -  BLISS
 QK0772  PID         -  QK0772
 QK0772  STATE/COUNTY-  MI/EMMET
 QK0772  USGS QUAD   -  
 QK0772
 QK0772                         *CURRENT SURVEY CONTROL
 QK0772  ___________________________________________________________________
 QK0772* NAD 83(1994)-  45 41 13.81971(N)    084 53 58.82114(W)     ADJUSTED  
 QK0772* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 QK0772  ___________________________________________________________________
 QK0772  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 QK0772  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0772
 QK0772  HORZ ORDER  -  FIRST
 QK0772
 QK0772.The horizontal coordinates were established by classical geodetic methods
 QK0772.and adjusted by the National Geodetic Survey in February 1997..
 QK0772
 QK0772.The orthometric height was scaled from a topographic map.
 QK0772
 QK0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0772
 QK0772.The geoid height was determined by GEOID03.
 QK0772
 QK0772;                    North         East     Units Scale Factor Converg.
 QK0772;SPC MI C     -   263,555.209 5,958,479.966   MT  0.99999706   -0 22 35.5
 QK0772;SPC MI C     -   864,682.44 19,548,818.79   iFT  0.99999706   -0 22 35.5
 QK0772;UTM  16      - 5,061,436.506   663,546.468   MT  0.99992885   +1 30 11.5
 QK0772
 QK0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0772!SPC MI C     -   0.99995897  x   0.99999706  =   0.99995603
 QK0772!UTM  16      -   0.99995897  x   0.99992885  =   0.99988782
 QK0772
 QK0772:                Primary Azimuth Mark                     Grid Az
 QK0772:SPC MI C     -  ST IGNACE TELEPHONE CO MAST              038 06 08.5
 QK0772:UTM  16      -  ST IGNACE TELEPHONE CO MAST              036 13 21.5
 QK0772
 QK0772|---------------------------------------------------------------------|
 QK0772| PID    Reference Object                     Distance      Geod. Az  |
 QK0772|                                                           dddmmss.s |
 QK0772| QK0735 ST IGNACE TELEPHONE CO MAST         APPROX.23.5 KM 0374333.0 |
 QK0772| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX.20.0 KM 0420320.3 |
 QK0772| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX.19.1 KM 0440653.4 |
 QK0772| QK0786 MACKINAW CITY RAD KQL 25 MAST       APPROX.14.9 KM 0505713.6 |
 QK0772| CH1724 BLISS RM 1                           21.443 METERS 05922     |
 QK0772| QK0759 HEBRON                              APPROX.21.5 KM 0985140.0 |
 QK0772| QK0773 BLISS LOOKOUT TOWER                   9.390 METERS 13539     |
 QK0772| QK0764 PELLSTON LOOKOUT TOWER              APPROX.16.8 KM 1694136.8 |
 QK0772| CH1725 BLISS RM 2                           26.994 METERS 24211     |
 QK0772| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.52.8 KM 2655006.4 |
 QK0772| QK0795 WHITE SHOAL LH USLS 1913            APPROX.25.1 KM 3130827.1 |
 QK0772| CH1726 BLISS RM 3                           26.519 METERS 34319     |
 QK0772|---------------------------------------------------------------------|
 QK0772
 QK0772                          SUPERSEDED SURVEY CONTROL
 QK0772
 QK0772  NAD 83(1986)-  45 41 13.81373(N)    084 53 58.82090(W) AD(       ) 1
 QK0772  NAD 27      -  45 41 13.77580(N)    084 53 58.61290(W) AD(       ) 1
 QK0772
 QK0772.Superseded values are not recommended for survey control.
 QK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0772.See file dsdata.txt to determine how the superseded data were derived.
 QK0772
 QK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6354661437(NAD 83)
 QK0772_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0772
 QK0772  HISTORY     - Date     Condition        Report By
 QK0772  HISTORY     - 1956     MONUMENTED       CGS
 QK0772  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QK0772  HISTORY     - 1969     SEE DESCRIPTION  LOCENG
 QK0772
 QK0772                          STATION DESCRIPTION
 QK0772
 QK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0772'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF LEVERING, 7-1/2 MILES
 QK0772'NORTHEAST OF CROSS VILLAGE,
 QK0772'NEAR THE BLISS LOOKOUT TOWER.  IT IS 15 FEET NORTHWEST OF THE
 QK0772'NORTHWEST LEG OF THE LOOKOUT TOWER,
 QK0772'25 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD AND 13 FEET
 QK0772'SOUTH OF A WHITE WITNESS POST.  THE MARK
 QK0772'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0772'BLISS 1956.
 QK0772'
 QK0772'TO REACH THE STATION FROM THE RAILROAD STATION IN THE NORTHWEST EDGE
 QK0772'OF THE VILLAGE OF LEVERING, GO
 QK0772'WEST ON A PAVED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK
 QK0772'AND CONTINUE WEST ON A PAVED ROAD
 QK0772'FOR 3.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 QK0772'ON A GRAVEL ROAD FOR 3.25 MILES TO THE BLISS STORE
 QK0772'IN THE NORTHWEST ANGLE OF A T-INTERSECTION.
 QK0772'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD.
 QK0772'TURN LEFT AND GO WEST AND
 QK0772'NORTH ON A GRAVEL ROAD FOR 0.95 MILE TO A T-ROAD.  TURN LEFT AND GO
 QK0772'WEST ON A GRAVEL ROAD FOR 0.25
 QK0772'MILE TO A FORK.  TAKE THE LEFT FORK AND GO SOUTHEAST ON
 QK0772'A SAND ROAD FOR 0.45 MILE TO THE BLISS LOOKOUT
 QK0772'TOWER AND THE STATION.
 QK0772'
 QK0772'REFERENCE MARK 1 IS 55 FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT
 QK0772'TOWER AND 31 FEET NORTH OF
 QK0772'THE CENTERLINE OF THE TRACK ROAD.  THE MARK PROJECTS 4 INCHES AND THE
 QK0772'DISK IS STAMPED BLISS NO 1 1956.
 QK0772'
 QK0772'REFERENCE MARK 2 IS 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD
 QK0772'AND 21 FEET SOUTHWEST OF A 6
 QK0772'INCH BEECH TREE WITH A TWIN TRUNK.  THE MARK PROJECTS 4 INCHES AND
 QK0772'THE DISK IS STAMPED BLISS NO 2
 QK0772'1956.
 QK0772'
 QK0772'REFERENCE MARK 3 IS 61 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD
 QK0772'AND 3 FEET SOUTH OF A 4 INCH
 QK0772'MAPLE TREE WITH A TWIN TRUNK.  THE SLOPE DISTANCE BETWEEN THE STATION
 QK0772'AND REFERENCE MARK 3 IS 88.17 FEET.
 QK0772'THE MARK IS FLUSH AND THE DISK IS STAMPED BLISS
 QK0772'NO 3 1956.
 QK0772'
 QK0772'NOTE- NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0772'
 QK0772'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0772
 QK0772                          STATION RECOVERY (1965)
 QK0772
 QK0772'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0772'THE STATION AND THE 3 REFERENCE MARKS WERE RECOVERED IN GOOD
 QK0772'CONDITION.  THE
 QK0772'DISTANCES TO THE REFERENCE MARKS CHECKED.  THE DIRECTION
 QK0772'TO REFERENCE MARKS 2
 QK0772'AND 3 CHECKED.  THE DIRECTION TO REFERENCE MARK 1
 QK0772'WAS FOUND TO BE 1 MINUTE AND 17 SECONDS
 QK0772'LOWER THAN THE PREVIOUS DIRECTION.  A NEW DESCRIPTION FOLLOWS-
 QK0772'
 QK0772'THE STATION IS LOCATED AT THE SITE OF THE BLISS LOOKOUT TOWER,
 QK0772'ABOUT 7-1/2 MILES
 QK0772'NORTHEAST OF CROSS VILLAGE, 6-1/2 MILES NORTHWEST OF
 QK0772'LEVERING, 6 MILES WEST OF CARP LAKE,
 QK0772'AND ON PROPERTY OWNED BY THE STATE.
 QK0772'
 QK0772'TO REACH THE STATION FROM THE POST OFFICE IN CARP LAKE, GO WEST ON
 QK0772'GILL ROAD FOR 4.55
 QK0772'MILES TO A CROSSROAD.  CONTINUE WEST AND NORTH ON
 QK0772'GILL ROAD FOR 1.3 MILES TO A Y-FORK.
 QK0772'TAKE THE LEFT FORK AND GO WEST
 QK0772'AND SOUTHWEST ON A GRAVELED ROAD FOR 0.45 MILE TO A
 QK0772'Y-FORK.  TAKE THE
 QK0772'LEFT FORK AND GO SOUTHEAST ON A TRACK ROAD FOR 0.45 MILE TO THE BLISS
 QK0772'LOOKOUT TOWER AND
 QK0772'THE STATION.
 QK0772'
 QK0772'STATION MARKS ARE STANDARD DISKS STAMPED BLISS 1956.  THE SURFACE
 QK0772'DISK IS SET IN A
 QK0772'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 QK0772'IS 25 FEET SOUTH OF THE CENTER OF
 QK0772'THE TRACK ROAD, 15 FEET NORTHWEST OF
 QK0772'THE NORTHWEST LEG OF THE LOOKOUT TOWER, AND 5 FEET
 QK0772'NORTHEAST OF A METAL
 QK0772'WITNESS POST.  THE UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 QK0772'
 QK0772'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLISS NO 1 1956, IS
 QK0772'SET IN A SQUARE
 QK0772'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 55
 QK0772'FEET NORTHEAST OF THE NORTHEAST
 QK0772'LEG OF THE LOOKOUT TOWER, 33 FEET EAST
 QK0772'OF THE CENTER OF THE TRACK ROAD, AND 9 FEET NORTH
 QK0772'OF THE CENTER OF A
 QK0772'FIRE LANE.
 QK0772'
 QK0772'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLISS NO 2 1956, IS
 QK0772'SET IN A SQUARE
 QK0772'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 30
 QK0772'FEET WEST OF THE CENTER OF THE
 QK0772'TRACK ROAD, 21 FEET SOUTHEAST OF A 6
 QK0772'INCH BEECH TREE, AND 21 FEET SOUTHWEST OF A TWIN
 QK0772'TRUNKED 6 INCH BEECH
 QK0772'TREE.
 QK0772'
 QK0772'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BLISS NO 3 1956, IS
 QK0772'SET IN A SQUARE
 QK0772'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QK0772'THE GROUND.  IT IS 103 FEET
 QK0772'NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE
 QK0772'LOOKOUT TOWER, 61 FEET NORTH OF THE CENTER OF
 QK0772'THE TRACK ROAD, AND 1
 QK0772'FOOT SOUTH OF A METAL WITNESS POST.
 QK0772'
 QK0772'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QK0772
 QK0772                          STATION RECOVERY (1969)
 QK0772
 QK0772'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969
 QK0772'RECOVERED BY U.S. BORDER PATROL.
 QK0772'
 QK0772'A REFERENCE MARK DISK STAMPED BLISS NO 1 1956 WAS RECEIVED
 QK0772'IN THE ROCKVILLE,
 QK0772'MARYLAND OFFICE, SEPTEMBER 23, 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0773 ***********************************************************************
 QK0773  DESIGNATION -  BLISS LOOKOUT TOWER
 QK0773  PID         -  QK0773
 QK0773  STATE/COUNTY-  MI/EMMET
 QK0773  USGS QUAD   -  
 QK0773
 QK0773                         *CURRENT SURVEY CONTROL
 QK0773  ___________________________________________________________________
 QK0773* NAD 83(1994)-  45 41 13.60224(N)    084 53 58.51780(W)     ADJUSTED  
 QK0773* NAVD 88     -                                                        
 QK0773  ___________________________________________________________________
 QK0773  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 QK0773  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0773
 QK0773  HORZ ORDER  -  THIRD
 QK0773
 QK0773.The horizontal coordinates were established by classical geodetic methods
 QK0773.and adjusted by the National Geodetic Survey in February 1997..
 QK0773
 QK0773
 QK0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0773
 QK0773.The geoid height was determined by GEOID03.
 QK0773
 QK0773;                    North         East     Units Scale Factor Converg.
 QK0773;SPC MI C     -   263,548.452 5,958,486.486   MT  0.99999704   -0 22 35.3
 QK0773;SPC MI C     -   864,660.28 19,548,840.18   iFT  0.99999704   -0 22 35.3
 QK0773;UTM  16      - 5,061,429.966   663,553.205   MT  0.99992888   +1 30 11.7
 QK0773
 QK0773                          SUPERSEDED SURVEY CONTROL
 QK0773
 QK0773  NAD 83(1986)-  45 41 13.59619(N)    084 53 58.51765(W) AD(       ) 4
 QK0773  NAD 27      -  45 41 13.55800(N)    084 53 58.31000(W) AD(       ) 3
 QK0773
 QK0773.Superseded values are not recommended for survey control.
 QK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0773.See file dsdata.txt to determine how the superseded data were derived.
 QK0773
 QK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6355361430(NAD 83)
 QK0773
 QK0773  HISTORY     - Date     Condition        Report By
 QK0773  HISTORY     - 1956     MONUMENTED       CGS
 QK0773  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QK0773  HISTORY     - 19960814 MARK NOT FOUND   USPSQD
 QK0773
 QK0773                          STATION DESCRIPTION
 QK0773
 QK0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0773'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF LEVERING, 7-1/2
 QK0773'MILES NORTHEAST OF
 QK0773'CROSS VILLAGE AND ON STATE OWNED LAND.  IT IS A FOUR LEGGED STEEL
 QK0773'STRUCTURE, ABOUT 110 FEET HIGH WITH A
 QK0773'GLASS ENCLOSED OBSERVERS PLATFORM ON TOP.  THE
 QK0773'POINT MEASURED TO WAS THE CENTER OF THE BASE OF THE
 QK0773'LOOKOUT TOWER.  THE POINT OBSERVED ON
 QK0773'WAS THE CENTER OF THE TOP OF THE TOWER.
 QK0773'
 QK0773'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLISS.  THE
 QK0773'DISTANCE IS 30.8 FEET, 9.39
 QK0773'METERS SOUTHEAST OF STATION BLISS 1956.
 QK0773'
 QK0773'TO REACH THE STATION FROM THE RAILROAD STATION IN LEVERING, GO WEST
 QK0773'ON A PAVED ROAD FOR 3.95 MILES
 QK0773'TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 3.25
 QK0773'MILES TO THE BLISS STORE IN THE
 QK0773'NORTHWEST ANGLE OF A T-INTERSECTION.  TURN RIGHT AND GO NORTH
 QK0773'ON A GRAVEL ROAD FOR 0.5 MILE TO A T-ROAD.
 QK0773'TURN LEFT AND GO WEST AND NORTH ON A GRAVEL
 QK0773'ROAD FOR 0.95 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO WEST ON
 QK0773'A GRAVEL ROAD FOR 0.25 MILE TO A
 QK0773'FORK.  TAKE THE LEFT FORK AND GO SOUTHWEST ON A DIRT ROAD FOR 0.4
 QK0773'MILE TO A FORK.  TAKE THE LEFT
 QK0773'FORK AND GO SOUTHEAST ON A SAND ROAD FOR 0.45 MILE TO THE STATION.
 QK0773
 QK0773                          STATION RECOVERY (1965)
 QK0773
 QK0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0773'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE TRAVERSE DISTANCE
 QK0773'TO TRIANGULATION
 QK0773'STATION BLISS 1956 CHECKED.  THE DISTANCE IS 30.8 FEET,
 QK0773'9.39 METERS.  THE DESCRIPTIONS
 QK0773'ARE ADEQUATE.
 QK0773
 QK0773                          STATION RECOVERY (1996)
 QK0773
 QK0773'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1529 ***********************************************************************
 MC1529  DESIGNATION -  BLISSFIELD 2
 MC1529  PID         -  MC1529
 MC1529  STATE/COUNTY-  MI/LENAWEE
 MC1529  USGS QUAD   -  BLISSFIELD (1972)
 MC1529
 MC1529                         *CURRENT SURVEY CONTROL
 MC1529  ___________________________________________________________________
 MC1529* NAD 83(1994)-  41 51 10.13527(N)    083 48 24.26963(W)     ADJUSTED  
 MC1529* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1529  ___________________________________________________________________
 MC1529  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 MC1529  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 MC1529
 MC1529  HORZ ORDER  -  FIRST
 MC1529
 MC1529.The horizontal coordinates were established by classical geodetic methods
 MC1529.and adjusted by the National Geodetic Survey in February 1997..
 MC1529
 MC1529.The orthometric height was scaled from a topographic map.
 MC1529
 MC1529.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1529
 MC1529.The geoid height was determined by GEOID03.
 MC1529
 MC1529;                    North         East     Units Scale Factor Converg.
 MC1529;SPC MI S     -    39,345.811 4,046,499.774   MT  1.00006767   +0 22 51.8
 MC1529;SPC MI S     -   129,087.31 13,275,917.89   iFT  1.00006767   +0 22 51.8
 MC1529;SPC OH N     -   243,586.512   491,486.811   MT  1.00003305   -0 51 30.5
 MC1529;UTM  17      - 4,637,243.997   267,007.073   MT  1.00026805   -1 52 24.8
 MC1529
 MC1529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1529!SPC MI S     -   0.99997275  x   1.00006767  =   1.00004042
 MC1529!SPC OH N     -   0.99997275  x   1.00003305  =   1.00000580
 MC1529!UTM  17      -   0.99997275  x   1.00026805  =   1.00024079
 MC1529
 MC1529:                Primary Azimuth Mark                     Grid Az
 MC1529:SPC MI S     -  DEERFIELD ST ALPHONSI CH SPIRE           027 36 55.7
 MC1529:SPC OH N     -  DEERFIELD ST ALPHONSI CH SPIRE           028 51 18.0
 MC1529:UTM  17      -  DEERFIELD ST ALPHONSI CH SPIRE           029 52 12.3
 MC1529
 MC1529|---------------------------------------------------------------------|
 MC1529| PID    Reference Object                     Distance      Geod. Az  |
 MC1529|                                                           dddmmss.s |
 MC1529| MC1526 DEERFIELD ST ALPHONSI CH SPIRE      APPROX. 4.8 KM 0275947.5 |
 MC1529| MC1527 DEERFIELD MUNICIPAL TANK            APPROX. 4.7 KM 0300605.2 |
 MC1529| MC1502 PETERSBURG MUNICIPAL TANK           APPROX. 9.0 KM 0543842.5 |
 MC1529| MC1530 BLISSFIELD USLS 1879                 80.697 METERS 23124     |
 MC1529| CE5773 BLISSFIELD 2 AZ MK                                 2314600.3 |
 MC1529| CE5775 BLISSFIELD RM                        42.141 METERS 23710     |
 MC1529| MC1528 BLISSFIELD MUNICIPAL TANK           APPROX. 5.3 KM 2441910.8 |
 MC1529| CE5774 BLISSFIELD 2 RM 3                    36.045 METERS 27620     |
 MC1529| MD1736 ADRIAN STUBNITZ GRN SPRING TK       APPROX.19.1 KM 2831831.9 |
 MC1529| MD1737 ADRIAN MUNICIPAL TANK               APPROX.18.4 KM 2870138.0 |
 MC1529|---------------------------------------------------------------------|
 MC1529
 MC1529                          SUPERSEDED SURVEY CONTROL
 MC1529
 MC1529  NAD 83(1986)-  41 51 10.14455(N)    083 48 24.28994(W) AD(       ) 1
 MC1529  NAD 27      -  41 51 09.97200(N)    083 48 24.50400(W) AD(       ) 1
 MC1529
 MC1529.Superseded values are not recommended for survey control.
 MC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1529.See file dsdata.txt to determine how the superseded data were derived.
 MC1529
 MC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6700737244(NAD 83)
 MC1529_MARKER: Z = SEE DESCRIPTION
 MC1529_SETTING: 0 = UNSPECIFIED SETTING
 MC1529
 MC1529  HISTORY     - Date     Condition        Report By
 MC1529  HISTORY     - 1943     MONUMENTED       CGS
 MC1529  HISTORY     - 20010625 MARK NOT FOUND   INDIV
 MC1529
 MC1529                          STATION DESCRIPTION
 MC1529
 MC1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1529'THE STATION IS LOCATED ABOUT 3.7 MILES NE OF BLISSFIELD, 0.2 MILE N
 MC1529'OF THE
 MC1529'BLISSFIELD-DEERFIELD MACADAM ROAD, ON THE PROPERTY OF BILL MYRBUCK.
 MC1529'IT IS ABOUT 40
 MC1529'YARDS S OF THE SE CORNER OF THE MYRBUCK FARMHOUSE,
 MC1529'16 FEET S OF AN E-W FENCELINE, 5
 MC1529'FEET SW OF A STANDARD REFERENCE
 MC1529'POST.  THE DISK IS STAMPED BLISSFIELD 2 1943.
 MC1529'
 MC1529'SURFACE.  UNDERGROUND, REFERENCE MARK 3, AND AZIMUTH MARK ARE
 MC1529'BRONZE REFERENCE
 MC1529'DISKS SET IN CONCRETE.
 MC1529'
 MC1529'REFERENCE MARK (U.S.L.S.) IS 138.26 FEET SW OF THE STATION,
 MC1529'25.6 FEET N OF A
 MC1529'TELEPHONE POLE, 25 FEET E OF THE CENTER LINE OF
 MC1529'A GRAVELED ROAD, 3 FEET E OF A N-S
 MC1529'FENCELINE.  THE MARK IS A STONE
 MC1529'POST WITH U.S. CHISELED ON TOP.  IT PROJECTS 3
 MC1529'INCHES.
 MC1529'
 MC1529'REFERENCE MARK 3 IS 118.26 FEET W OF THE STATION, LOCATED IN
 MC1529'THE NW CORNER OF
 MC1529'PASTURE LAND, 26.4 FEET E OF THE CENTER LINE OF
 MC1529'A GRAVELED ROAD, 7.7 FEET SW OF A
 MC1529'POWER-TRANSMISSION LINE POLE.
 MC1529'THE DISK IS STAMPED BLISSFIELD 2 1943.
 MC1529'
 MC1529'THE AZIMUTH MARK IS 0.4 MILE SW OF THE STATION, 20.6 FEET S
 MC1529'OF THE CENTER LINE
 MC1529'OF THE BLISSFIELD-DEERFIELD ROAD, 36.7 FEET W
 MC1529'OF A TELEPHONE POLE, 3 FEET W OF A
 MC1529'STANDARD REFERENCE POST, 1 FOOT
 MC1529'N OF AN E-W FENCELINE.  THE DISK IS STAMPED
 MC1529'BLISSFIELD 2 1943.
 MC1529'
 MC1529'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND U.S. HIGHWAY
 MC1529'223 IN THE VILLAGE
 MC1529'OF BLISSFIELD, GO NE ON THE BLISSFIELD-DEERFIELD
 MC1529'ROAD FOR 3.5 MILES TO A GRAVELED
 MC1529'T-ROAD LEFT, HERE TURN LEFT AND GO
 MC1529'0.2 MILE TO THE MYRBUCK FARMHOUSE ON THE RIGHT AND
 MC1529'STATION AS DESCRIBED.
 MC1529'
 MC1529'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON GRAVELED
 MC1529'ROAD FOR 0.2 MILE
 MC1529'TO THE BLISSFIELD-DEERFIELD ROAD, HERE TURN LEFT
 MC1529'(W) AND GO 0.3 MILE TO THE MARK ON
 MC1529'THE LEFT AS DESCRIBED.
 MC1529'
 MC1529'HEIGHT OF LIGHT ABOVE STATION MARK- 33 METERS
 MC1529
 MC1529                          STATION RECOVERY (2001)
 MC1529
 MC1529'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1529'ADJACENT HOMEOWNER INDICATED APPROXIMATELY 8 FEET OF EARTH WAS
 MC1529'EXCAVATED TO LEVEL THE FIELD AT THE LOCATION OF THE DESCRIBED
 MC1529'MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1528 ***********************************************************************
 MC1528  DESIGNATION -  BLISSFIELD MUNICIPAL TANK
 MC1528  PID         -  MC1528
 MC1528  STATE/COUNTY-  MI/LENAWEE
 MC1528  USGS QUAD   -  BLISSFIELD (1972)
 MC1528
 MC1528                         *CURRENT SURVEY CONTROL
 MC1528  ___________________________________________________________________
 MC1528* NAD 83(1994)-  41 49 56.17666(N)    083 51 49.78670(W)     ADJUSTED  
 MC1528* NAVD 88     -                                                        
 MC1528  ___________________________________________________________________
 MC1528  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 MC1528  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC1528
 MC1528  HORZ ORDER  -  THIRD
 MC1528
 MC1528.The horizontal coordinates were established by classical geodetic methods
 MC1528.and adjusted by the National Geodetic Survey in February 1997..
 MC1528
 MC1528
 MC1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1528
 MC1528.The geoid height was determined by GEOID03.
 MC1528
 MC1528;                    North         East     Units Scale Factor Converg.
 MC1528;SPC MI S     -    37,033.934 4,041,772.502   MT  1.00007412   +0 20 31.9
 MC1528;SPC MI S     -   121,502.41 13,260,408.47   iFT  1.00007412   +0 20 31.9
 MC1528;UTM  17      - 4,635,119.371   262,191.523   MT  1.00029596   -1 54 39.4
 MC1528
 MC1528                          SUPERSEDED SURVEY CONTROL
 MC1528
 MC1528  NAD 83(1986)-  41 49 56.18538(N)    083 51 49.80689(W) AD(       ) 4
 MC1528  NAD 27      -  41 49 56.01300(N)    083 51 50.01600(W) AD(       ) 3
 MC1528
 MC1528.Superseded values are not recommended for survey control.
 MC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1528.See file dsdata.txt to determine how the superseded data were derived.
 MC1528
 MC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6219235119(NAD 83)
 MC1528
 MC1528  HISTORY     - Date     Condition        Report By
 MC1528  HISTORY     - 1943     MONUMENTED       CGS
 MC1528
 MC1528                          STATION DESCRIPTION
 MC1528
 MC1528'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1528'STATION IS LOCATED ON THE E SIDE OF PEARL
 MC1528'STREET BETWEEN
 MC1528'ADRIAN AND LANE STREETS IN THE CITY OF BLISSFIELD.
 MC1528'IT IS A 4-LEGGED STEEL WATER TANK
 MC1528'PAINTED SILVER WITH THE LEGEND
 MC1528'BLISSFIELD PAINTED ON THE E AND W SIDES OF THE TANK.
 MC1528'THE POINT
 MC1528'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
 MC1528'
 MC1528'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1530 ***********************************************************************
 MC1530  DESIGNATION -  BLISSFIELD USLS 1879
 MC1530  PID         -  MC1530
 MC1530  STATE/COUNTY-  MI/LENAWEE
 MC1530  USGS QUAD   -  BLISSFIELD (1972)
 MC1530
 MC1530                         *CURRENT SURVEY CONTROL
 MC1530  ___________________________________________________________________
 MC1530* NAD 83(1994)-  41 51 08.50340(N)    083 48 27.00359(W)     ADJUSTED  
 MC1530* NAVD 88     -       209.     (meters)     686.     (feet)  SCALED    
 MC1530  ___________________________________________________________________
 MC1530  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MC1530  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 MC1530
 MC1530  HORZ ORDER  -  FIRST
 MC1530
 MC1530.The horizontal coordinates were established by classical geodetic methods
 MC1530.and adjusted by the National Geodetic Survey in February 1997..
 MC1530
 MC1530.The orthometric height was scaled from a topographic map.
 MC1530
 MC1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1530
 MC1530.The geoid height was determined by GEOID03.
 MC1530
 MC1530;                    North         East     Units Scale Factor Converg.
 MC1530;SPC MI S     -    39,295.041 4,046,437.041   MT  1.00006781   +0 22 49.9
 MC1530;SPC MI S     -   128,920.74 13,275,712.08   iFT  1.00006781   +0 22 49.9
 MC1530;SPC OH N     -   243,537.114   491,422.997   MT  1.00003294   -0 51 32.3
 MC1530;UTM  17      - 4,637,195.725   266,942.379   MT  1.00026843   -1 52 26.6
 MC1530
 MC1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1530!SPC MI S     -   0.99997275  x   1.00006781  =   1.00004056
 MC1530!SPC OH N     -   0.99997275  x   1.00003294  =   1.00000569
 MC1530!UTM  17      -   0.99997275  x   1.00026843  =   1.00024117
 MC1530
 MC1530:                Primary Azimuth Mark                     Grid Az
 MC1530:SPC MI S     -  FAIRFIELD USLS 1879                      257 55 58.6
 MC1530:SPC OH N     -  FAIRFIELD USLS 1879                      259 10 20.8
 MC1530:UTM  17      -  FAIRFIELD USLS 1879                      260 11 15.1
 MC1530
 MC1530|---------------------------------------------------------------------|
 MC1530| PID    Reference Object                     Distance      Geod. Az  |
 MC1530|                                                           dddmmss.s |
 MC1530| MD1738 FAIRFIELD USLS 1879                 APPROX.20.0 KM 2581848.5 |
 MC1530|---------------------------------------------------------------------|
 MC1530
 MC1530                          SUPERSEDED SURVEY CONTROL
 MC1530
 MC1530  NAD 83(1986)-  41 51 08.51274(N)    083 48 27.02378(W) AD(       ) 1
 MC1530  NAD 27      -  41 51 08.34000(N)    083 48 27.23800(W) AD(       ) 1
 MC1530
 MC1530.Superseded values are not recommended for survey control.
 MC1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1530.See file dsdata.txt to determine how the superseded data were derived.
 MC1530
 MC1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6694237196(NAD 83)
 MC1530_MARKER: V = STONE MONUMENT
 MC1530_SETTING: 0 = UNSPECIFIED SETTING
 MC1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC1530
 MC1530  HISTORY     - Date     Condition        Report By
 MC1530  HISTORY     - 1879     MONUMENTED       USLS
 MC1530  HISTORY     - 1943     GOOD             CGS
 MC1530  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 MC1530  HISTORY     - 20010625 MARK NOT FOUND   INDIV
 MC1530
 MC1530                          STATION DESCRIPTION
 MC1530
 MC1530'DESCRIBED BY US LAKE SURVEY 1879
 MC1530'ABOUT 3 MILES SW OF DEERFIELD, ABOUT 3 MILES NE OF BLISSFIELD, IN
 MC1530'SEC. 22, T. 7 S.,
 MC1530'R. 5 E., BLISSFIELD TOWNSHIP.
 MC1530'
 MC1530'MARKED BY STONE POST 3 FEET BELOW SURFACE OF GROUND WITH
 MC1530'ANOTHER STONE POST
 MC1530'DIRECTLY ABOVE AS SURFACE MARK.
 MC1530'
 MC1530'REFERENCE MARKS ARE STONE POSTS AT FOLLOWING DISTANCES AND
 MC1530'BEARINGS FROM
 MC1530'STATION- ON E SIDE OF ROAD, 39.0 METERS (128 FEET),
 MC1530'N 45 DEG 11 MIN E, ON W SIDE OF
 MC1530'ROAD, 10.86 METERS (35.6 FEET), N 83 DEG 25 MIN
 MC1530'E, AND ON W SIDE OF ROAD, 37.0 METERS (121 FEET),
 MC1530'S 21 DEG 01 MIN E.
 MC1530'
 MC1530'LENAWEE COUNTY- CORNER OF SECS. 22. 23. 26. 27. T. 7 S..
 MC1530'R. 5 E. (U.S.L.S.)
 MC1530'IS 351.4 METERS (1,153 FEET) FROM STATION BEARING
 MC1530'S 3 DEG 35 MIN E.
 MC1530
 MC1530                          STATION RECOVERY (1943)
 MC1530
 MC1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1530'STATION AND ONE REFERENCE MARK WERE RECOVERED AND FOUND TO BE
 MC1530'IN VERY GOOD
 MC1530'CONDITION.  THE OTHER TWO REFERENCE MARKS WERE SEARCHED
 MC1530'FOR BUT COULD NOT BE FOUND.  A
 MC1530'COMPLETE NEW DESCRIPTION FOLLOWS-
 MC1530'
 MC1530'STATION IS LOCATED ABOUT 3.7 MILES NE OF BLISSFIELD, 0.2 MILE
 MC1530'N OF
 MC1530'BLISSFIELD-DEERFEILD ROAD.  IT IS 68.2 FEET W OF THE CENTER
 MC1530'OF THE GRAVEL ROAD,
 MC1530'65.1 FEET SW OF A POWER-TRANSMISSION LINE POLE
 MC1530'AND 264.95 FEET SW OF TRAINGULATION
 MC1530'STATION BLISSFIELD 2 1943 AND
 MC1530'179.5 FEET S OF AN E-W FENCELINE.  THE MARK IS A 6- BY
 MC1530'6-INCH
 MC1530'GRANITE POST WITH A DRILL HOLE IN THE CENTER OF THE TOP AND 15 INCHES
 MC1530'BELOW THE SURFACE
 MC1530'OF THE GROUND.
 MC1530'
 MC1530'REFERENCE MARK IS 128.5 FEET NE OF THE STATION AND 138.26 FEET
 MC1530'SW OF
 MC1530'TRIANGULATION STATION BLISSFIELD 2, 1943, 25.6 FEET N OF A
 MC1530'TELEPHONE POLE, 25 FEET
 MC1530'E OF THE CENTER LINE OF THE ROAD AND 3 FEET
 MC1530'E OF A N-S FENCELINE.  THE MARK IS A STONE
 MC1530'POST WITH U.S.
 MC1530'CHISELED ON THE TOP.  IT PROJECTS 3 INCHES.
 MC1530'
 MC1530'TO REACH THE STATION FROM THE TRAFFIC LIGHT AND U.S. HIGHWAY
 MC1530'223 IN THE VILLAGE
 MC1530'OF BLISSFIELD, GO NE ON BLISSFIELD-DEERFIELD
 MC1530'ROAD FOR 3.5 MILES TO A GRAVEL T-ROAD
 MC1530'LEFT, TURN LEFT AND GO 0.2
 MC1530'MILE TO STATION ON THE LEFT.
 MC1530
 MC1530                          STATION RECOVERY (1984)
 MC1530
 MC1530'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1530'BLISSFIELD DID NOT FIND.
 MC1530'
 MC1530'DESCRIPTION TO MARK WAS VERY POOR.  WE DID NOT FIND ANY MARK OR
 MC1530'REFERENCE MARKS IN AREA.  THE LAND HAS BEEN PLOWED ALL THE WAY TO
 MC1530'THE ROAD NO SURFACE MARKS VISABLE.
 MC1530
 MC1530                          STATION RECOVERY (2001)
 MC1530
 MC1530'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0187 ***********************************************************************
 NE0187  DESIGNATION -  BLOCK USLS
 NE0187  PID         -  NE0187
 NE0187  STATE/COUNTY-  MI/MACOMB
 NE0187  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE0187
 NE0187                         *CURRENT SURVEY CONTROL
 NE0187  ___________________________________________________________________
 NE0187* NAD 83(1986)-  42 36 30.     (N)    082 48 40.     (W)     SCALED    
 NE0187* NAVD 88     -       175.109  (meters)     574.50   (feet)  ADJUSTED  
 NE0187  ___________________________________________________________________
 NE0187  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0187  DYNAMIC HT  -         175.059 (meters)     574.34  (feet)  COMP
 NE0187  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 NE0187
 NE0187  VERT ORDER  -  FIRST     CLASS 0
 NE0187
 NE0187.The horizontal coordinates were scaled from a topographic map and have
 NE0187.an estimated accuracy of +/- 6 seconds.
 NE0187
 NE0187.The orthometric height was determined by differential leveling
 NE0187.and adjusted by the National Geodetic Survey in June 1991..
 NE0187
 NE0187.The geoid height was determined by GEOID03.
 NE0187
 NE0187.The dynamic height is computed by dividing the NAVD 88
 NE0187.geopotential number by the normal gravity value computed on the
 NE0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0187.degrees latitude (g = 980.6199 gals.).
 NE0187
 NE0187.The modeled gravity was interpolated from observed gravity values.
 NE0187
 NE0187;                    North         East    Units  Estimated Accuracy
 NE0187;SPC MI S     -   124,290.    4,127,630.      MT  (+/- 180 meters Scaled)
 NE0187
 NE0187                          SUPERSEDED SURVEY CONTROL
 NE0187
 NE0187  NGVD 29 (??/??/??)  175.240  (m)          574.93   (f) ADJUSTED    1 0
 NE0187
 NE0187.Superseded values are not recommended for survey control.
 NE0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0187.See file dsdata.txt to determine how the superseded data were derived.
 NE0187
 NE0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH514189(NAD 83)
 NE0187_MARKER: P = PIPE CAP
 NE0187_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0187_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0187
 NE0187  HISTORY     - Date     Condition        Report By
 NE0187  HISTORY     - UNK      MONUMENTED       USLS
 NE0187  HISTORY     - 1970     GOOD             USLS
 NE0187  HISTORY     - 1980     GOOD             NGS
 NE0187  HISTORY     - 19990712 GOOD             USPSQD
 NE0187
 NE0187                          STATION DESCRIPTION
 NE0187
 NE0187'DESCRIBED BY US LAKE SURVEY 1970
 NE0187'AT SELFRIDGE AFB.
 NE0187'BLOCK IS IN MACOMB COUNTY, MICHIGAN, ON SELFRIDGE AIR FORCE BASE, 51
 NE0187'FEET NORTHWEST OF CENTERLINE OF ERIE STREET, 50 FEET NORTHEAST
 NE0187'OF CENTERLINE OF GEORGE AVENUE, 37.7 FEET EAST OF A LIGHT POLE,
 NE0187'34.0 FEET SOUTHWEST OF SOUTHWEST CORNER BUILDING NO. 410
 NE0187'(OFFICERS CLUB), 29.2 FEET NORTHWEST OF FACE OF FIRE HYDRANT,
 NE0187'1-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS
 NE0187'AT CENTER OF BRONZE DISC SET INTO THE TOP OF A CONCRETE FILLED
 NE0187'PIPE SURROUNDED BY A CONCRETE CROCK AND COVERED BY A 1-FOOT
 NE0187'SQUARE GRATE.  CONCRETE FILLED PIPE IS 47 FEET LONG.  NOTE-- BM (-).
 NE0187
 NE0187                          STATION RECOVERY (1980)
 NE0187
 NE0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0187'IN HARRISON TOWNSHIP, ON THE SELFRIDGE AIR FORCE BASE AT THE JUNCTION
 NE0187'OF GEORGE AVENUE AND ERIE STREET, SET IN THE FRONT LAWN ON THE
 NE0187'SOUTHEAST SIDE OF THE BASE BILLETING OFFICE BUILDING NUMBER 410.
 NE0187'15.5 METERS (51.0 FEET) NORTHWEST OF THE CENTER OF ERIE STREET,
 NE0187'15.2 METERS (50.0 FEET) NORTHEAST OF THE CENTER OF GEORGE AVENUE,
 NE0187'11.28 METERS (37.0 FEET) SOUTHEAST OF AN ALUMINUM LIGHT POLE,
 NE0187'10.3 METERS (33.8 FEET) SOUTHWEST OF THE SOUTH CORNER OF BUILDING
 NE0187'410, 8.9 METERS (29.2 FEET) NORTHWEST OF THE TOP OF A FIRE HYDRANT.
 NE0187'NOTE-MARK IS COVERED BY A 1 X 1 FOOT METAL PLATE WITH A 1 X 1 FOOT
 NE0187'MATAL CATCH BASIN ON TOP OF THE MATAL PLATE.
 NE0187
 NE0187                          STATION RECOVERY (1999)
 NE0187
 NE0187'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0609 ***********************************************************************
 QL0609  DESIGNATION -  BLOSSER
 QL0609  PID         -  QL0609
 QL0609  STATE/COUNTY-  MI/DELTA
 QL0609  USGS QUAD   -  
 QL0609
 QL0609                         *CURRENT SURVEY CONTROL
 QL0609  ___________________________________________________________________
 QL0609* NAD 83(1994)-  45 57 36.97237(N)    086 29 34.16145(W)     ADJUSTED  
 QL0609* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 QL0609  ___________________________________________________________________
 QL0609  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 QL0609  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QL0609
 QL0609  HORZ ORDER  -  FIRST
 QL0609
 QL0609.The horizontal coordinates were established by classical geodetic methods
 QL0609.and adjusted by the National Geodetic Survey in February 1997..
 QL0609
 QL0609.The orthometric height was scaled from a topographic map.
 QL0609
 QL0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0609
 QL0609.The geoid height was determined by GEOID03.
 QL0609
 QL0609;                    North         East     Units Scale Factor Converg.
 QL0609;SPC MI N     -   130,935.414 8,039,312.283   MT  0.99991884   +0 21 59.7
 QL0609;SPC MI N     -   429,578.13 26,375,696.47   iFT  0.99991884   +0 21 59.7
 QL0609;UTM  16      - 5,089,758.283   539,300.000   MT  0.99961899   +0 21 52.5
 QL0609
 QL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0609!SPC MI N     -   0.99996588  x   0.99991884  =   0.99988473
 QL0609!UTM  16      -   0.99996588  x   0.99961899  =   0.99958489
 QL0609
 QL0609|---------------------------------------------------------------------|
 QL0609| PID    Reference Object                     Distance      Geod. Az  |
 QL0609|                                                           dddmmss.s |
 QL0609| CH1728 BLOSSER RM 1                         20.285 METERS 01545     |
 QL0609| QL0607 COOKS MICROWAVE RELAY TOWER         APPROX. 1.0 KM 0194258.5 |
 QL0609| QL0606 COOKS LOT 1954                      APPROX. 1.2 KM 0324309.7 |
 QL0609| CH1729 BLOSSER RM 2                         20.079 METERS 08328     |
 QL0609| CH1727 BLOSSER AZ MK                                      1334928.0 |
 QL0609|---------------------------------------------------------------------|
 QL0609
 QL0609                          SUPERSEDED SURVEY CONTROL
 QL0609
 QL0609  NAD 83(1986)-  45 57 36.96657(N)    086 29 34.15732(W) AD(       ) 1
 QL0609  NAD 27      -  45 57 37.07090(N)    086 29 33.62040(W) AD(       ) 1
 QL0609
 QL0609.Superseded values are not recommended for survey control.
 QL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0609.See file dsdata.txt to determine how the superseded data were derived.
 QL0609
 QL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3930089758(NAD 83)
 QL0609_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0609
 QL0609  HISTORY     - Date     Condition        Report By
 QL0609  HISTORY     - 1954     MONUMENTED       CGS
 QL0609  HISTORY     - 1955     SEE DESCRIPTION  CGS
 QL0609  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QL0609
 QL0609                          STATION DESCRIPTION
 QL0609
 QL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0609'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE SMALL VILLAGE
 QL0609'OF COOKS ON A HEAVILY WOODED
 QL0609'HILL.  IT IS 18 FEET NORTH OF A TRIANGLE BLAZED ELM TREE AND 4 FEET
 QL0609'NORTH EAST OF A WHITE WITNESS POST.
 QL0609'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BLOSSER
 QL0609'1954.
 QL0609'
 QL0609'REFERENCE MARK NO. 1 IS SET FLUHS WITH THE SURFACE OF THE GROUND AND
 QL0609'THE DISK IS STAMPED BLOSSER
 QL0609'NO 1 1954.
 QL0609'
 QL0609'REFERENCE MARK NO 2 PROJECTS 5 INCHES AND THE DISK IS STAMPED BLOSSER
 QL0609'NO 2 1954.
 QL0609'
 QL0609'AZIMUTH MARK IS 31 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 6 FEET
 QL0609'SOUTH OF A FENCE AND 2 FEET
 QL0609'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 QL0609'DISK IS STAMPED BLOSSER 1954.
 QL0609'
 QL0609'TO REACH THE STATION FORM THE POST OFFICE IN COOKS, GO NORTHERLY FOR
 QL0609'0.3 MILE TO WHERE THE PAVED
 QL0609'ROAD TURNS LEFT, TURN LEFT AND GO 2.5 MILES TO A GRAVEL CROSSROAD,
 QL0609'TURN LEFT AND GO 0.8 MILE ON THE
 QL0609'GRAVEL ROAD TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE FOR
 QL0609'0.2 MILE TO ANOTHER CROSSROAD, TURN RIGHT AND
 QL0609'GO NORTH FOR 0.25 MILE TO A GATE ON THE
 QL0609'LEFT, TURN LEFT AND FOLLOW A TRACK ROAD ALONG THE SOUTH SIDE OF
 QL0609'A WOODS FOR 0.1 MILE TO A GARDEN
 QL0609'SITE, TURN RIGHT ONTO A WOODS ROAD AT THE NORTH END OF THE GARDEN
 QL0609'SITE AND GO NORTHERLY FOR 0.15
 QL0609'MILE TO THE STATION AS DESCRIBED.
 QL0609'
 QL0609'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0609
 QL0609                          STATION RECOVERY (1955)
 QL0609
 QL0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 QL0609'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
 QL0609'CONDITION.  HOWEVER, THE
 QL0609'1954 MEASUREMENTS TO THE REFERENCE MARKS WERE FOUND TO BE IN ERROR
 QL0609'AND THE CORRECT MEASUREMENTS ARE
 QL0609'GIVEN.
 QL0609
 QL0609                          STATION RECOVERY (1965)
 QL0609
 QL0609'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0609'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED
 QL0609'IN GOOD CONDITION.
 QL0609'THE DISTANCES AND DIRECTIONS TO ALL MARKS
 QL0609'CHECKED.
 QL0609'
 QL0609'DUE TO MINOR CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 QL0609'
 QL0609'STATION IS ON A LOW HEAVILY WOODED HILL ABOUT 3-1/2 MILES NORTH OF
 QL0609'COOKS, 11-1/2
 QL0609'MILES WEST OF MANISTIQUE AND ON THE PROPERTY OF MR. CECIL
 QL0609'GONDER.
 QL0609'
 QL0609'TO REACH THE STATION FROM THE ST. MARYS CATHOLIC CHURCH IN COOKS,
 QL0609'GO NORTHEAST AND
 QL0609'EAST ON A PAVED ROAD FOR 0.45 MILE TO WHERE THE ROAD
 QL0609'CURVES NORTH.  CONTINUE NORTH ON
 QL0609'THE PAVED ROAD FOR 2.5 MILES TO A
 QL0609'GRAVELED CROSSROAD.  TURN LEFT AND GO WEST ON A
 QL0609'GRAVELED ROAD FOR 0.75
 QL0609'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 QL0609'GRAVELED ROAD FOR
 QL0609'0.25 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVELED
 QL0609'ROAD FOR 0.25 MILE TO A
 QL0609'GATE ON THE LEFT.  TURN LEFT AND GO WEST ON A
 QL0609'TRACK ROAD ALONG THE NORTH EDGE OF A FIELD
 QL0609'FOR 0.1 MILE TO A WOODS ROAD
 QL0609'AT THE NORTHWEST CORNER OF THE FIELD.  GO NORTHWEST THROUGH
 QL0609'WOODS ON A TRACK
 QL0609'ROAD FOR 0.15 MILE TO THE STATION.
 QL0609'
 QL0609'THE STATION MARK IS A STANDARD DISK STAMPED BLOSSER 1954, IS SET IN
 QL0609'A SQUARE CONCRETE
 QL0609'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 4 FEET SOUTHEAST
 QL0609'OF A METAL WITNESS POST, 4.5 FEET
 QL0609'NORTHEAST OF A WHITE WOODEN
 QL0609'WITNESS POST, 9 FEET EAST-SOUTHEAST OF A 9 INCH
 QL0609'MAPLE TREE AND 20 FEET
 QL0609'NORTH OF A CLUSTER OF 3 ASH TREES.  THE UNDERGROUND DISK WAS NOT
 QL0609'INSPECTED.
 QL0609'(NOTE 1A).
 QL0609'
 QL0609'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BLOSSER NO 1 1954, IS
 QL0609'SET IN A SQUARE
 QL0609'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 1.5
 QL0609'FEET SOUTHEAST OF A METAL WITNESS
 QL0609'POST AND 4 FEET NORTHWEST OF A 6 INCH
 QL0609'MAPLE TREE.  (NOTE 11A).
 QL0609'
 QL0609'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BLOSSER NO 2 1954, IS
 QL0609'SET IN A SQUARE
 QL0609'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 22 FEET
 QL0609'NORTHEAST OF AN 18 INCH ASH TREE
 QL0609'AND 69 FEET NORHTEAST OF A METAL
 QL0609'WITNESS POST.  (NOTE 11A).
 QL0609'
 QL0609'AZIMUTH MARK, A STANDARD DISK STAMPED BLOSSER 1954, IS SET IN A
 QL0609'SQUARE CONCRETE
 QL0609'MONUMENT WHICH PROJECTS 1 INCH.  IT IS 1 FOOT WEST OF A
 QL0609'METAL WITNESS POST, 2 FEET
 QL0609'NORTHEAST OF A WHITE WOODEN WITNESS POST, 15
 QL0609'FEET SOUTH OF A WIRE FENCE AND 30 FEET NORTH
 QL0609'OF THE CENTER OF A GRAVELED
 QL0609'ROAD.  (NOTE 16A).
 QL0609'
 QL0609'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0796 ***********************************************************************
 NG0796  DESIGNATION -  BLUE
 NG0796  PID         -  NG0796
 NG0796  STATE/COUNTY-  MI/VAN BUREN
 NG0796  USGS QUAD   -  SOUTH HAVEN (1981)
 NG0796
 NG0796                         *CURRENT SURVEY CONTROL
 NG0796  ___________________________________________________________________
 NG0796* NAD 83(1994)-  42 22 59.78348(N)    086 16 05.65734(W)     ADJUSTED  
 NG0796* NAVD 88     -       195.4    (meters)     641.     (feet)  GPS OBS   
 NG0796  ___________________________________________________________________
 NG0796  X           -     307,107.600 (meters)                     COMP
 NG0796  Y           -  -4,708,521.510 (meters)                     COMP
 NG0796  Z           -   4,277,255.313 (meters)                     COMP
 NG0796  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 NG0796  ELLIP HEIGHT-         162.01  (meters)          (07/17/02) GPS OBS
 NG0796  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NG0796
 NG0796  HORZ ORDER  -  SECOND
 NG0796  ELLP ORDER  -  FOURTH    CLASS I
 NG0796
 NG0796.The horizontal coordinates were established by GPS observations
 NG0796.and adjusted by the National Geodetic Survey in February 1997..
 NG0796
 NG0796.The orthometric height was determined by GPS observations and a
 NG0796.high-resolution geoid model.
 NG0796
 NG0796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0796
 NG0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0796
 NG0796.The ellipsoidal height was determined by GPS observations
 NG0796.and is referenced to NAD 83.
 NG0796
 NG0796.The geoid height was determined by GEOID03.
 NG0796
 NG0796;                    North         East     Units Scale Factor Converg.
 NG0796;SPC MI S     -    99,880.330 3,843,424.228   MT  0.99994498   -1 17 38.7
 NG0796;SPC MI S     -   327,691.37 12,609,659.54   iFT  0.99994498   -1 17 38.7
 NG0796;UTM  16      - 4,692,591.342   560,237.902   MT  0.99964464   +0 29 35.8
 NG0796
 NG0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0796!SPC MI S     -   0.99997459  x   0.99994498  =   0.99991957
 NG0796!UTM  16      -   0.99997459  x   0.99964464  =   0.99961924
 NG0796
 NG0796                          SUPERSEDED SURVEY CONTROL
 NG0796
 NG0796  ELLIP H (02/03/97)  162.11   (m)                       GP(       ) 4 1
 NG0796  NAD 83(1986)-  42 22 59.78271(N)    086 16 05.65909(W) AD(       ) 2
 NG0796
 NG0796.Superseded values are not recommended for survey control.
 NG0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0796.See file dsdata.txt to determine how the superseded data were derived.
 NG0796
 NG0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6023892591(NAD 83)
 NG0796_MARKER: DD = SURVEY DISK
 NG0796_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0796_SP_SET: METAL PIPE IN CONCRETE
 NG0796_STAMPING: BLUE 1991
 NG0796_MARK LOGO: NOS   
 NG0796_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NG0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0796+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NG0796
 NG0796  HISTORY     - Date     Condition        Report By
 NG0796  HISTORY     - 1991     MONUMENTED       NOS
 NG0796  HISTORY     - 20000816 GOOD             MI-159
 NG0796
 NG0796                          STATION DESCRIPTION
 NG0796
 NG0796'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0796'THE STATION IS LOCATED APPROXIMATELY 1.5 KM (0.93 MI) SOUTH OF SOUTH
 NG0796'HAVEN IN A TRIANGULAR RIGHT OF WAY AT THE INTERSECTION OF BLUE STAR
 NG0796'MEMORIAL HWY AND BUSINESS ROUTE 196.
 NG0796'TO REACH FROM SOUTH HAVEN, GO SOUTH 0.93 MI (1.50 KM) TO INTERSECTION
 NG0796'OF BLUE STAR MEMORIAL HWY AND BUSINESS ROUTE 196.
 NG0796'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED BLUE 1991 ATTACHED
 NG0796'TO A 4 FOOT ALUMINUM ROD SURROUNDED BY A MASS OF CONCRETE AND FLUSH
 NG0796'WITH THE GROUND. IT IS LOCATED 50.47 M (165.58 FT) NORTHEAST OF THE
 NG0796'POWER POLE NEAREST INTERSECTION OF RT 196 AND THE BLUE STAR MEMORIAL
 NG0796'HWY, 38.14 M (125.13 FT) NORTH OF THE CENTERLINE OF THE BLUE STAR
 NG0796'MEMORIAL HWY, 29.45 M (96.62 FT) WEST OF WITNESS POST, AND 29.40 M
 NG0796'(96.46 FT) SOUTH OF THE CENTERLINE OF OFFRAMP.
 NG0796'DESCRIBED BY JGL.
 NG0796
 NG0796                          STATION RECOVERY (2000)
 NG0796
 NG0796'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0796'USED FOR GPS - IS ADJ
 NG0796'THE RAMP IS GONE. PP S 1ODEG E 64 FT, PP N75DEG W 126 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0713 ***********************************************************************
 QK0713  DESIGNATION -  BLUFF
 QK0713  PID         -  QK0713
 QK0713  STATE/COUNTY-  MI/EMMET
 QK0713  USGS QUAD   -  
 QK0713
 QK0713                         *CURRENT SURVEY CONTROL
 QK0713  ___________________________________________________________________
 QK0713* NAD 83(1994)-  45 25 54.64468(N)    084 59 04.56774(W)     ADJUSTED  
 QK0713* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 QK0713  ___________________________________________________________________
 QK0713  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QK0713  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0713
 QK0713  HORZ ORDER  -  SECOND
 QK0713
 QK0713.The horizontal coordinates were established by classical geodetic methods
 QK0713.and adjusted by the National Geodetic Survey in February 1997..
 QK0713
 QK0713.The orthometric height was scaled from a topographic map.
 QK0713
 QK0713.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0713
 QK0713.The geoid height was determined by GEOID03.
 QK0713
 QK0713;                    North         East     Units Scale Factor Converg.
 QK0713;SPC MI C     -   235,226.116 5,951,648.058   MT  0.99994903   -0 26 11.5
 QK0713;SPC MI C     -   771,739.23 19,526,404.39   iFT  0.99994903   -0 26 11.5
 QK0713;UTM  16      - 5,032,900.480   657,645.996   MT  0.99990556   +1 26 09.9
 QK0713
 QK0713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0713!SPC MI C     -   0.99997183  x   0.99994903  =   0.99992086
 QK0713!UTM  16      -   0.99997183  x   0.99990556  =   0.99987739
 QK0713
 QK0713|---------------------------------------------------------------------|
 QK0713| PID    Reference Object                     Distance      Geod. Az  |
 QK0713|                                                           dddmmss.s |
 QK0713| QK0896 BLUFF AZ MK 2                       363.614 METERS 06817     |
 QK0713| CH1730 BLUFF AZ MK                                        0682528.5 |
 QK0713| QK0898 BLUFF RM 2                            7.440 METERS 07600     |
 QK0713| QK0718 HARBOR SPRINGS                       36.574 METERS 07920     |
 QK0713| QK0719 PETOSKEY HOWES LEATHER CO TANK      APPROX. 7.0 KM 1291438.6 |
 QK0713| QK0714 PETOSKEY CO CTHSE CLOCK TOWER       APPROX. 6.8 KM 1581825.6 |
 QK0713| QK0716 LITTLE TRAVERSE LIGHT               APPROX. 1.5 KM 1590626.4 |
 QK0713| QK0701 PETOSKEY ST FRANCIS XAVIER CH       APPROX. 7.0 KM 1605645.0 |
 QK0713| QK0715 PETOSKEY BREAKWATER LIGHT           APPROX. 6.0 KM 1623333.8 |
 QK0713| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX. 9.5 KM 1713810.6 |
 QK0713| QK0698 PETOSKEY RAD STA KQA 780 MAST       APPROX. 6.8 KM 1735020.3 |
 QK0713| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX. 7.5 KM 1984155.4 |
 QK0713| QK0712 HARBOR SPRINGS HOLY CHILD CH        APPROX. 0.6 KM 2385649.8 |
 QK0713| QK0897 BLUFF RM 1                           13.953 METERS 34014     |
 QK0713|---------------------------------------------------------------------|
 QK0713
 QK0713                          SUPERSEDED SURVEY CONTROL
 QK0713
 QK0713  NAD 83(1986)-  45 25 54.63912(N)    084 59 04.56845(W) AD(       ) 2
 QK0713  NAD 27      -  45 25 54.60100(N)    084 59 04.37800(W) AD(       ) 2
 QK0713
 QK0713.Superseded values are not recommended for survey control.
 QK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0713.See file dsdata.txt to determine how the superseded data were derived.
 QK0713
 QK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5764632900(NAD 83)
 QK0713_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0713_SP_SET: SQUARE CONCRETE MONUMENT
 QK0713_STAMPING: BLUFF 1956
 QK0713_MARK LOGO: CGS   
 QK0713_PROJECTION: FLUSH
 QK0713_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0713+STABILITY: SURFACE MOTION
 QK0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0713+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1984
 QK0713
 QK0713  HISTORY     - Date     Condition        Report By
 QK0713  HISTORY     - 1956     MONUMENTED       CGS
 QK0713  HISTORY     - 1956     GOOD             CGS
 QK0713  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0713  HISTORY     - 19840926 GOOD             NGS
 QK0713  HISTORY     - 19840926 GOOD             NGS
 QK0713  HISTORY     - 19960814 GOOD             USPSQD
 QK0713
 QK0713                          STATION DESCRIPTION
 QK0713
 QK0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0713'THE STATION IS IN HARBOR SPRINGS, JUST NORTH OF THE BUSINESS
 QK0713'DISTRICT, ON THE SOUTH SIDE OF
 QK0713'EAST BLUFF DRIVE, ON PROPERTY OWNED BY THE CITY.  IT IS 26 FEET SOUTH
 QK0713'OF THE CENTERLINE OF EAST BLUFF
 QK0713'DRIVE, 16 FEET NORTH OF A 14 INCH OAK TREE WITH A TWIN TRUNK,
 QK0713'13 FEET SOUTHWEST OF A POWER LINE POLE AND
 QK0713'5 FEET NORTHEAST OF A WHITE WITNESS POST.
 QK0713'THE MARK IS FLUSH AND THE DISK IS STAMPED BLUFF 1956.
 QK0713'
 QK0713'TO REACH THE STATION FROM THE CORNER OF MAIN STREET AND STATE STREET,
 QK0713'GO NORTH ON STATE STREET FOR
 QK0713'0.2 MILE TO EAST BLUFF DRIVE.  TURN SHARP RIGHT AND GO EAST ON EAST
 QK0713'BLUFF DRIVE FOR 0.4 MILE TO THE
 QK0713'STATION ON THE RIGHT.
 QK0713'
 QK0713'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON EAST BLUFF
 QK0713'DRIVE FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 QK0713'
 QK0713'REFERENCE MARK 1 IS 19 FEET NORTH OF THE CENTERLINE OF THE STREET, 14
 QK0713'FEET WEST OF THE CENTERLINE OF
 QK0713'A DRIVEWAY, 5 FEET SOUTH OF A STONE WALL AND 28 FEET SOUTHWEST OF THE
 QK0713'SOUTHEAST CORNER OF A LARGE WHITE
 QK0713'HOUSE.  IT IS A STANDARD REFERENCE MARK DISK SET
 QK0713'FLUSH IN A DRILL HOLE IN THE SIDEWALK AND THE DISK
 QK0713'IS STAMPED BLUFF NO 1 1956.
 QK0713'
 QK0713'REFERENCE MARK 2 IS 24 FEET SOUTH OF THE CENTERLINE OF THE STREET, 15
 QK0713'FEET NORTH OF THE OAK TREE
 QK0713'WITH A TWIN TRUNK AND 15 FEET SOUTHEAST OF A POWER LINE POLE.  THE
 QK0713'MARK IS FLUSH AND THE DISK IS
 QK0713'STAMPED BLUFF NO 2 1956.
 QK0713'
 QK0713'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0713
 QK0713                          STATION RECOVERY (1956)
 QK0713
 QK0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QK0713'RECOVERED IN GOOD CONDITION.
 QK0713
 QK0713                          STATION RECOVERY (1967)
 QK0713
 QK0713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0713'STATION AND REFERENCE MARKS RECOVERED
 QK0713'IN GOOD CONDITION.
 QK0713'THE TOP HAS BEEN
 QK0713'SHEARED OFF THE AZIMUTH MARK.  THE
 QK0713'ROUTE
 QK0713'DESCRIPTION WAS ADEQUATE.
 QK0713
 QK0713                          STATION RECOVERY (1984)
 QK0713
 QK0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0713'STATION IS LOCATED IN QUAD. 450843, IN THE TOWN OF HARBOR SPRINGS,
 QK0713'JUST NORTH OF THE BUSINESS DISTRICT, ON THE SOUTH SIDE OF EAST BLUFF
 QK0713'DRIVE AND ON PROPERTY OWNED BY THE CITY.
 QK0713'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND HARBOR SPRINGS USLS 1956
 QK0713'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 QK0713'NOT RECOVERED AT THIS TIME.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AND
 QK0713'A TRAVERSE CONNECTION WAS MADE USING ELECTRONIC DISTANCE MEASURING
 QK0713'EQUIPMENT.
 QK0713'TO REACH FROM THE CORNER OF MAIN STREET AND STATE STREET, GO NORTH ON
 QK0713'STATE STREET FOR 0.32 KM (0.20 MI) TO EAST BLUFF DRIVE.  TURN SHARP
 QK0713'RIGHT AND GO EAST ON EAST BLUFF DRIVE FOR 0.64 KM (0.40 MI) TO THE
 QK0713'STATION ON THE RIGHT AS DESCRIBED.
 QK0713'STATION IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 119.99 FEET WEST
 QK0713'FROM STATION HARBOR SPRINGS USLS 1956, 13.95 M (45.77 FT) SOUTH FROM
 QK0713'BLUFF 1956 RM 1, 7.44 M (24.41 FT) WEST FROM BLUFF 1956 RM 2, 7.925 M
 QK0713'(26.001 FT) SOUTH FROM THE CENTER OF EAST BLUFF DRIVE, 4.877 M
 QK0713'(16.001 FT) NORTHWEST FROM A 20 INCH TRIPLE TRUNKED OAK TREE AND
 QK0713'3.962 M (12.999 FT) SOUTHWEST FROM A UTILITY POLE.
 QK0713'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0713
 QK0713                          STATION RECOVERY (1984)
 QK0713
 QK0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QK0713'THE STATION MARK REFERENCE MARKS 1 AND 2 AND HARBOR SPRINGS (USLS)
 QK0713'1913 WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 QK0713'FOR BUT NOT RECOVERED.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS
 QK0713'TIME.  THE DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED THE 1956
 QK0713'DATA.  THE TO REACH FOR THIS STATION IS STILL ADEQUATE.
 QK0713' 
 QK0713'THE STATION IS A STANDARD CGS DISK STAMPED--BLUFF 1956--,  SET INTO
 QK0713'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN DIAMETER,
 QK0713'FLUSH WITH GROUND.  THE STATION IS LOCATED 4.877 METERS (16.001 FT)
 QK0713'NORTHWEST FROM A 20 INCH TRIPLE TRUNCKED OAK TREE 3.962 METERS
 QK0713'(12.999 FT) SOUTHWEST FROM A UTILITY POLE AND 7.925 METERS (26.001 FT)
 QK0713'SOUTH FROM THE CENTERLINE OF EAST BLUFF DRIVE.
 QK0713' 
 QK0713'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BLUFF NO 1 1956--,
 QK0713'CEMENTED IN DRILL HOLE IN SIDEWALK ALONG NORTH SIDE OF EAST BLUFF
 QK0713'DRIVE.  THE STATION IS LOCATED 5.791 METERS (18.999 FT) NORTH FROM THE
 QK0713'CENTERLINE OF EAST BLUFF DRIVE, 4.267 METERS (13.999 FT) WEST FROM THE
 QK0713'CENTERLINE OF A DRIVEWAY, 1.524 METERS (5.000 FT) SOUTH FROM A STONE
 QK0713'WALL AND 8.534 METERS (27.999 FT) SOUTHWEST FROM THE SOUTHEAST CORNER
 QK0713'OF A LARGE WHITE HOUSE AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 QK0713'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BLUFF NO 2 1956--,
 QK0713'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN
 QK0713'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.315 METERS
 QK0713'(23.999 FT) SOUTH FROM THE CENTERLINE OF EAST BLUFF DRIVE, 4.572
 QK0713'METERS
 QK0713'(15.000 FT) NORTHEAST FROM THE TRIPLE TRUCKED OAK TREE AND 4.572
 QK0713'METERS (15.000 FT) EAST SOUTHEAST FROM THE UTILITY POLE AND LEVEL
 QK0713'WITH THE STATION.
 QK0713' 
 QK0713'REFERENCE MARK NO 3 IS A STANDARD USLS SPIKE WITH US 1913 ENSCRIBED IN
 QK0713'MONUMENT SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 QK0713'(36 CM) IN DIAMETER, RECESSED 4 INCHES (12 CM) BELOW THE GROUND.  THE
 QK0713'STATION IS LOCATED 7.620 METERS (25.000 FT) SOUTH FROM THE CENTERLINE
 QK0713'OF EAST BLUFF DRIVE, 11.582 METERS (37.999 FT) WEST SOUTHWEST FROM A
 QK0713'UTILITY POLE AND 7.315 METERS (23.999 FT) NORTH FROM THE EDGE OF BLUFF
 QK0713'AND 0.8 METERS (2.6 FT) LOWER THAN THE STATION.
 QK0713' 
 QK0713'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--BLUFF
 QK0713'1956 NO 2 1984--,  CEMENTED IN A DRILL HOLE IN THE SOUTH EDGE OF
 QK0713'SIDEWALK ALONG THE NORTH SIDE OF EAST BLUFF DRIVE.  IT IS 15.0 FT
 QK0713'(4.6 M) NORTH FROM CENTERLINE OF EAST BLUFF DRIVE, 18.0 FT (5.5 M)
 QK0713'EAST FROM THE CENTERLINE OF A NORTH SOUTH STREET AND 31.0 FT (9.4 M)
 QK0713'WEST FROM A 26 INCH PINE TREE 22.0 FT (6.7 M) SOUTH FROM A FLAG POLE.
 QK0713'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUFF 1956
 QK0713'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT. LOCATED IN HARBOR
 QK0713'SPRINGS JUST NORTH OF THE BUSINESS DISTRICT ON THE NORTH SIDE OF EAST
 QK0713'BLUFF DRIVE AND ON PROPERTY OF THE CITY.  TO REACH THE STATION FROM
 QK0713'THE JUNCTION OF MAIN STREET AND STATE STREET GO NORTH ON STATE STREET
 QK0713'FOR 0.2 MILE (0.3 KM) TO EAST BLUFF DRIVE. TURN SHARP RIGHT AND GO
 QK0713'EAST ON EAST BLUFF DRIVE FOR 0.2 MILE (0.3 KM) TO MARK ON LEFT AS
 QK0713'DESCRIBED.
 QK0713
 QK0713                          STATION RECOVERY (1996)
 QK0713
 QK0713'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0896 ***********************************************************************
 QK0896  DESIGNATION -  BLUFF AZ MK 2
 QK0896  PID         -  QK0896
 QK0896  STATE/COUNTY-  MI/EMMET
 QK0896  USGS QUAD   -  
 QK0896
 QK0896                         *CURRENT SURVEY CONTROL
 QK0896  ___________________________________________________________________
 QK0896* NAD 83(1994)-  45 25 59.00371(N)    084 58 49.02732(W)     ADJUSTED  
 QK0896* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 QK0896  ___________________________________________________________________
 QK0896  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 QK0896  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0896
 QK0896  HORZ ORDER  -  THIRD
 QK0896
 QK0896.The horizontal coordinates were established by classical geodetic methods
 QK0896.and adjusted by the National Geodetic Survey in February 1997..
 QK0896
 QK0896.The orthometric height was scaled from a topographic map.
 QK0896
 QK0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0896
 QK0896.The geoid height was determined by GEOID03.
 QK0896
 QK0896;                    North         East     Units Scale Factor Converg.
 QK0896;SPC MI C     -   235,358.114 5,951,986.847   MT  0.99994921   -0 26 00.5
 QK0896;SPC MI C     -   772,172.29 19,527,515.90   iFT  0.99994921   -0 26 00.5
 QK0896;UTM  16      - 5,033,043.472   657,980.277   MT  0.99990686   +1 26 21.1
 QK0896
 QK0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0896!SPC MI C     -   0.99997234  x   0.99994921  =   0.99992155
 QK0896!UTM  16      -   0.99997234  x   0.99990686  =   0.99987920
 QK0896
 QK0896                          SUPERSEDED SURVEY CONTROL
 QK0896
 QK0896  NAD 83(1986)-  45 25 58.99817(N)    084 58 49.02801(W) AD(       ) 3
 QK0896
 QK0896.Superseded values are not recommended for survey control.
 QK0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0896.See file dsdata.txt to determine how the superseded data were derived.
 QK0896
 QK0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5798033043(NAD 83)
 QK0896_MARKER: DZ = AZIMUTH MARK DISK
 QK0896_SETTING: 0 = UNSPECIFIED SETTING
 QK0896_STAMPING: BLUFF 1956 NO. 2 1984
 QK0896_MARK LOGO: NGS   
 QK0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0896+SATELLITE: SATELLITE OBSERVATIONS - 1984
 QK0896
 QK0896  HISTORY     - Date     Condition        Report By
 QK0896  HISTORY     - 1984     MONUMENTED       NGS
 QK0896  HISTORY     - 19960814 GOOD             USPSQD
 QK0896
 QK0896                          STATION DESCRIPTION
 QK0896
 QK0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0896'STATION IS LOCATED IN QUAD. 450843, IN THE TOWN OF HARBOR SPRINGS,
 QK0896'JUST NORTH OF THE BUSINESS DISTRICT, ON THE SOUTH SIDE OF EAST BLUFF
 QK0896'DRIVE AND ON PROPERTY OWNED BY THE CITY.
 QK0896'TO REACH FROM THE JUNCTION OF MAIN STREET AND STATE STREET, GO NORTH
 QK0896'ON STATE STREET FOR 0.32 KM (0.20 MI) TO EAST BLUFF DRIVE.  TURN
 QK0896'SHARP RIGHT AND GO EAST ON EAST BLUFF DRIVE FOR 0.64 KM (0.40 MI) TO
 QK0896'THE STATION BLUFF 1956 ON THE RIGHT.  CONTINUE EAST ON EAST BLUFF
 QK0896'DRIVE FOR 0.32 KM (0.20 MI) TO A SIDE STREET LEFT AND THE MARK ON
 QK0896'LEFT AS DESCRIBED.
 QK0896'AZIMUTH MARK NO 2 IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  IT 9.5
 QK0896'M (31.17 FT) EAST FROM A 26 INCH PINE TREE, 6.7 M (21.98 FT) SOUTH
 QK0896'FROM A FLAG POLE, 5.5 M (18.04 FT) EAST FROM THE CENTER OF A SIDE
 QK0896'STREET NORTH AND 4.6 M (15.09 FT) NORTH FROM THE CENTER OF EAST BLUFF
 QK0896'DRIVE.
 QK0896'A TRAVERSE CONNECTION WAS MADE TO STATION BLUFF 1956 USING ELECTRONIC
 QK0896'DISTANCE MEASURING EQUIPMENT.
 QK0896'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QK0896'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0896
 QK0896                          STATION RECOVERY (1996)
 QK0896
 QK0896'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0200 ***********************************************************************
 OJ0200  DESIGNATION -  BLUFF USLS
 OJ0200  PID         -  OJ0200
 OJ0200  STATE/COUNTY-  MI/SANILAC
 OJ0200  USGS QUAD   -  FORESTVILLE (1963)
 OJ0200
 OJ0200                         *CURRENT SURVEY CONTROL
 OJ0200  ___________________________________________________________________
 OJ0200* NAD 83(1986)-  43 39 45.     (N)    082 36 24.     (W)     SCALED    
 OJ0200* NAVD 88     -       190.345  (meters)     624.49   (feet)  ADJUSTED  
 OJ0200  ___________________________________________________________________
 OJ0200  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OJ0200  DYNAMIC HT  -         190.309 (meters)     624.37  (feet)  COMP
 OJ0200  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 OJ0200
 OJ0200  VERT ORDER  -  FIRST     CLASS 0
 OJ0200
 OJ0200.The horizontal coordinates were scaled from a topographic map and have
 OJ0200.an estimated accuracy of +/- 6 seconds.
 OJ0200
 OJ0200.The orthometric height was determined by differential leveling
 OJ0200.and adjusted by the National Geodetic Survey in June 1991..
 OJ0200
 OJ0200.The geoid height was determined by GEOID03.
 OJ0200
 OJ0200.The dynamic height is computed by dividing the NAVD 88
 OJ0200.geopotential number by the normal gravity value computed on the
 OJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0200.degrees latitude (g = 980.6199 gals.).
 OJ0200
 OJ0200.The modeled gravity was interpolated from observed gravity values.
 OJ0200
 OJ0200;                    North         East    Units  Estimated Accuracy
 OJ0200;SPC MI S     -   241,700.    4,141,950.      MT  (+/- 180 meters Scaled)
 OJ0200
 OJ0200                          SUPERSEDED SURVEY CONTROL
 OJ0200
 OJ0200  NGVD 29 (??/??/??)  190.455  (m)          624.85   (f) ADJUSTED    1 0
 OJ0200
 OJ0200.Superseded values are not recommended for survey control.
 OJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0200.See file dsdata.txt to determine how the superseded data were derived.
 OJ0200
 OJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ704356(NAD 83)
 OJ0200_MARKER: Z = SEE DESCRIPTION
 OJ0200_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0200_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OJ0200_PROJECTION: RECESSED 30 CENTIMETERS
 OJ0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0200_ROD/PIPE-DEPTH: 6.7  meters
 OJ0200_SLEEVE-DEPTH  : 6.0 meters
 OJ0200
 OJ0200  HISTORY     - Date     Condition        Report By
 OJ0200  HISTORY     - 1970     MONUMENTED       USLS
 OJ0200  HISTORY     - 1970     GOOD             USLS
 OJ0200  HISTORY     - 1980     GOOD             NGS
 OJ0200  HISTORY     - 19940717 GOOD             USPSQD
 OJ0200
 OJ0200                          STATION DESCRIPTION
 OJ0200
 OJ0200'DESCRIBED BY US LAKE SURVEY 1970
 OJ0200'AT FORESTVILLE.
 OJ0200'BLUFF IS AT FORESTVILLE, SANILAC COUNTY, MICHIGAN, IN UPPER
 OJ0200'PART OF VILLAGE PARK, 120 FEET NORTH OF CENTERLINE OF CEDAR
 OJ0200'AVENUE, 118.2 FEET EASTERLY OF SOUTHEAST CORNER OF 18 X 24
 OJ0200'FOOT FRAME DWELLING, 81.9 FEET NORTHEAST OF A UTILITY POLE, 69.2
 OJ0200'FEET SOUTHEAST OF UTILITY POLE AT END OF ROAD, 37 FEET EAST OF
 OJ0200'CENTERLINE OF LAKE STREET, 21.4 FEET WEST OF UTILITY POLE NO.
 OJ0200'9133 AT EDGE OF BLUFF, 18.2 FEET SOUTH OF 8-INCH DIAMETER
 OJ0200'BOX-ELDER, 1-1/2-FEET BELOW THE GROUND SURFACE, BEING HIGHEST
 OJ0200'POINT ON TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3-8-INCH
 OJ0200'DIAMETER GALVANIZED STEEL PIPE, 22 FEET LONG.  THE PIPE IS
 OJ0200'ENCASED IN A 1-INCH DIAMETER STEEL PIPE AND THE MARK IS PROTECTED
 OJ0200'BY A 6-INCH DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW
 OJ0200'THE GROUND SURFACE.  BM BLUFF 1970.
 OJ0200
 OJ0200                          STATION RECOVERY (1980)
 OJ0200
 OJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0200'IN FORESTVILLE, AT THE NORTHEAST CORNER OF THE JUNCTION OF CEDAR
 OJ0200'AND LAKE STREETS, SET WEST OF POWER POLE NUMBER 9133, 36.6 METERS
 OJ0200'(120 FEET) NORTH OF THE CENTER OF CEDAR STREET, 11.3 METERS (37.0
 OJ0200'FEET) EAST OF THE CENTER OF LAKE STREET, 6.4 METERS (21.0 FEET)
 OJ0200'WEST OF THE POWER POLE.
 OJ0200'THE MARK IS 0.3 M BELOW GROUND.
 OJ0200
 OJ0200                          STATION RECOVERY (1994)
 OJ0200
 OJ0200'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0308 ***********************************************************************
 NE0308  DESIGNATION -  BM
 NE0308  PID         -  NE0308
 NE0308  STATE/COUNTY-  MI/ST CLAIR
 NE0308  USGS QUAD   -  SMITHS CREEK (1991)
 NE0308
 NE0308                         *CURRENT SURVEY CONTROL
 NE0308  ___________________________________________________________________
 NE0308* NAD 83(1986)-  42 58 35.     (N)    082 36 47.     (W)     SCALED    
 NE0308* NAVD 88     -       203.395  (meters)     667.31   (feet)  ADJUSTED  
 NE0308  ___________________________________________________________________
 NE0308  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0308  DYNAMIC HT  -         203.344 (meters)     667.14  (feet)  COMP
 NE0308  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 NE0308
 NE0308  VERT ORDER  -  SECOND    CLASS 0
 NE0308
 NE0308.The horizontal coordinates were scaled from a topographic map and have
 NE0308.an estimated accuracy of +/- 6 seconds.
 NE0308
 NE0308.The orthometric height was determined by differential leveling
 NE0308.and adjusted by the National Geodetic Survey in June 1991..
 NE0308
 NE0308.The geoid height was determined by GEOID03.
 NE0308
 NE0308.The dynamic height is computed by dividing the NAVD 88
 NE0308.geopotential number by the normal gravity value computed on the
 NE0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0308.degrees latitude (g = 980.6199 gals.).
 NE0308
 NE0308.The modeled gravity was interpolated from observed gravity values.
 NE0308
 NE0308;                    North         East    Units  Estimated Accuracy
 NE0308;SPC MI S     -   165,480.    4,143,020.      MT  (+/- 180 meters Scaled)
 NE0308
 NE0308                          SUPERSEDED SURVEY CONTROL
 NE0308
 NE0308  NGVD 29 (??/??/92)  203.52   (m)          667.7    (f) COMPUTED    2 0
 NE0308
 NE0308.Superseded values are not recommended for survey control.
 NE0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0308.See file dsdata.txt to determine how the superseded data were derived.
 NE0308
 NE0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH684594(NAD 83)
 NE0308_MARKER: Z = SEE DESCRIPTION
 NE0308_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0308_SP_SET: BRIDGE ABUTMENT
 NE0308_STAMPING: BM
 NE0308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0308
 NE0308  HISTORY     - Date     Condition        Report By
 NE0308  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0308  HISTORY     - 1934     GOOD             NGS
 NE0308  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 NE0308
 NE0308                          STATION DESCRIPTION
 NE0308
 NE0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0308'0.4 MI E FROM GOODELLS.
 NE0308'0.4 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0308'STATION AT GOODELLS, ST. CLAIR COUNTY, AT STEEL BRIDGE 323-37,
 NE0308'IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST CONCRETE ABUTMENT,
 NE0308'6.1 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 4 INCHES LOWER THAN
 NE0308'THE TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 NE0308
 NE0308                          STATION RECOVERY (2006)
 NE0308
 NE0308'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE0308'UNABLE TO LOCATE BRIDGE.  IT MAY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0309 ***********************************************************************
 NE0309  DESIGNATION -  BM
 NE0309  PID         -  NE0309
 NE0309  STATE/COUNTY-  MI/ST CLAIR
 NE0309  USGS QUAD   -  GOODELLS (1991)
 NE0309
 NE0309                         *CURRENT SURVEY CONTROL
 NE0309  ___________________________________________________________________
 NE0309* NAD 83(1986)-  42 58 49.     (N)    082 39 22.     (W)     SCALED    
 NE0309* NAVD 88     -       214.552  (meters)     703.91   (feet)  ADJUSTED  
 NE0309  ___________________________________________________________________
 NE0309  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0309  DYNAMIC HT  -         214.498 (meters)     703.73  (feet)  COMP
 NE0309  MODELED GRAV-     980,364.7   (mgal)                       NAVD 88
 NE0309
 NE0309  VERT ORDER  -  SECOND    CLASS 0
 NE0309
 NE0309.The horizontal coordinates were scaled from a topographic map and have
 NE0309.an estimated accuracy of +/- 6 seconds.
 NE0309
 NE0309.The orthometric height was determined by differential leveling
 NE0309.and adjusted by the National Geodetic Survey in June 1991..
 NE0309
 NE0309.The geoid height was determined by GEOID03.
 NE0309
 NE0309.The dynamic height is computed by dividing the NAVD 88
 NE0309.geopotential number by the normal gravity value computed on the
 NE0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0309.degrees latitude (g = 980.6199 gals.).
 NE0309
 NE0309.The modeled gravity was interpolated from observed gravity values.
 NE0309
 NE0309;                    North         East    Units  Estimated Accuracy
 NE0309;SPC MI S     -   165,840.    4,139,500.      MT  (+/- 180 meters Scaled)
 NE0309
 NE0309                          SUPERSEDED SURVEY CONTROL
 NE0309
 NE0309  NGVD 29 (??/??/92)  214.67   (m)          704.3    (f) COMPUTED    2 0
 NE0309
 NE0309.Superseded values are not recommended for survey control.
 NE0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0309.See file dsdata.txt to determine how the superseded data were derived.
 NE0309
 NE0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH649599(NAD 83)
 NE0309_MARKER: Z = SEE DESCRIPTION
 NE0309_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0309_SP_SET: BRIDGE ABUTMENT
 NE0309_STAMPING: BM
 NE0309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0309
 NE0309  HISTORY     - Date     Condition        Report By
 NE0309  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0309  HISTORY     - 1934     GOOD             NGS
 NE0309  HISTORY     - 19991113 GOOD             USPSQD
 NE0309  HISTORY     - 20060409 GOOD             USPSQD
 NE0309
 NE0309                          STATION DESCRIPTION
 NE0309
 NE0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0309'0.5 MI W FROM GOODELLS.
 NE0309'0.5 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0309'STATION AT GOODELLS, ST. CLAIR COUNTY, AT STEEL BRIDGE 322-43, IN
 NE0309'THE TOP OF THE NORTHEAST CORNER OF THE EAST ABUTMENT, 6.7 FEET
 NE0309'NORTH OF THE NORTH RAIL, AND ABOUT 8 INCHES HIGHER THAN THE
 NE0309'TOP OF THE RAIL.  A 1-1/2-INCH BRONZE PLUG, STAMPED B.M.
 NE0309
 NE0309                          STATION RECOVERY (1999)
 NE0309
 NE0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0309'RECOVERED IN GOOD CONDITION.
 NE0309
 NE0309                          STATION RECOVERY (2006)
 NE0309
 NE0309'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE0309'STATION DESCRIPTION SHOULD BE CORRECTED TO STATE THAT MARK IS IN THE
 NE0309'TOP OF THE NORTHWEST CORNER OF THE EAST ABUTMENT, 8.5 FEET SOUTH OF
 NE0309'CENTER RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0387 ***********************************************************************
 OJ0387  DESIGNATION -  BM
 OJ0387  PID         -  OJ0387
 OJ0387  STATE/COUNTY-  MI/GENESEE
 OJ0387  USGS QUAD   -  FLINT NORTH (1975)
 OJ0387
 OJ0387                         *CURRENT SURVEY CONTROL
 OJ0387  ___________________________________________________________________
 OJ0387* NAD 83(1986)-  43 00 16.     (N)    083 40 50.     (W)     SCALED    
 OJ0387* NAVD 88     -       231.841  (meters)     760.63   (feet)  ADJUSTED  
 OJ0387  ___________________________________________________________________
 OJ0387  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 OJ0387  DYNAMIC HT  -         231.781 (meters)     760.43  (feet)  COMP
 OJ0387  MODELED GRAV-     980,357.0   (mgal)                       NAVD 88
 OJ0387
 OJ0387  VERT ORDER  -  SECOND    CLASS 0
 OJ0387
 OJ0387.The horizontal coordinates were scaled from a topographic map and have
 OJ0387.an estimated accuracy of +/- 6 seconds.
 OJ0387
 OJ0387.The orthometric height was determined by differential leveling
 OJ0387.and adjusted by the National Geodetic Survey in June 1991..
 OJ0387
 OJ0387.The geoid height was determined by GEOID03.
 OJ0387
 OJ0387.The dynamic height is computed by dividing the NAVD 88
 OJ0387.geopotential number by the normal gravity value computed on the
 OJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0387.degrees latitude (g = 980.6199 gals.).
 OJ0387
 OJ0387.The modeled gravity was interpolated from observed gravity values.
 OJ0387
 OJ0387;                    North         East    Units  Estimated Accuracy
 OJ0387;SPC MI S     -   167,340.    4,055,940.      MT  (+/- 180 meters Scaled)
 OJ0387
 OJ0387                          SUPERSEDED SURVEY CONTROL
 OJ0387
 OJ0387  NGVD 29 (??/??/92)  231.993  (m)          761.13   (f) ADJ UNCH    2 0
 OJ0387
 OJ0387.Superseded values are not recommended for survey control.
 OJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0387.See file dsdata.txt to determine how the superseded data were derived.
 OJ0387
 OJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH815647(NAD 83)
 OJ0387_MARKER: DD = SURVEY DISK
 OJ0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0387+STABILITY: SURFACE MOTION
 OJ0387
 OJ0387  HISTORY     - Date     Condition        Report By
 OJ0387  HISTORY     - UNK      MONUMENTED       MI1730
 OJ0387  HISTORY     - 1934     GOOD             NGS
 OJ0387  HISTORY     - 1969     MARK NOT FOUND   USGS
 OJ0387
 OJ0387                          STATION DESCRIPTION
 OJ0387
 OJ0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0387'AT FLINT.
 OJ0387'AT FLINT, SAGINAW COUNTY, AT THE SOUTHWEST CORNER OF THE
 OJ0387'INTERSECTION OF SIXTH AND SAGINAW STREETS, 6 FEET SOUTHWEST
 OJ0387'OF THE INSIDE L FORMED BY THE SIDEWALK, AND 4.6 FEET SOUTHWEST
 OJ0387'OF THE INTERSECTION OF THE WEST CURB OF SAGINAW STREET WITH THE
 OJ0387'SOUTH CURB OF SIXTH STREET.  A CITY OF FLINT STANDARD DISK,
 OJ0387'SET IN THE TOP OF A CONCRETE POST.
 OJ0387
 OJ0387                          STATION RECOVERY (1969)
 OJ0387
 OJ0387'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OJ0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0046 ***********************************************************************
 OK0046  DESIGNATION -  BM
 OK0046  PID         -  OK0046
 OK0046  STATE/COUNTY-  MI/GLADWIN
 OK0046  USGS QUAD   -  GLADWIN (1969)
 OK0046
 OK0046                         *CURRENT SURVEY CONTROL
 OK0046  ___________________________________________________________________
 OK0046* NAD 83(1986)-  43 53 05.     (N)    084 29 13.     (W)     SCALED    
 OK0046* NAVD 88     -       217.560  (meters)     713.78   (feet)  ADJUSTED  
 OK0046  ___________________________________________________________________
 OK0046  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OK0046  DYNAMIC HT  -         217.521 (meters)     713.65  (feet)  COMP
 OK0046  MODELED GRAV-     980,437.6   (mgal)                       NAVD 88
 OK0046
 OK0046  VERT ORDER  -  SECOND    CLASS 0
 OK0046
 OK0046.The horizontal coordinates were scaled from a topographic map and have
 OK0046.an estimated accuracy of +/- 6 seconds.
 OK0046
 OK0046.The orthometric height was determined by differential leveling
 OK0046.and adjusted by the National Geodetic Survey in June 1991..
 OK0046
 OK0046.The geoid height was determined by GEOID03.
 OK0046
 OK0046.The dynamic height is computed by dividing the NAVD 88
 OK0046.geopotential number by the normal gravity value computed on the
 OK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0046.degrees latitude (g = 980.6199 gals.).
 OK0046
 OK0046.The modeled gravity was interpolated from observed gravity values.
 OK0046
 OK0046;                    North         East    Units  Estimated Accuracy
 OK0046;SPC MI C     -    63,130.    5,990,330.      MT  (+/- 180 meters Scaled)
 OK0046
 OK0046                          SUPERSEDED SURVEY CONTROL
 OK0046
 OK0046  NGVD 29 (??/??/92)  217.723  (m)          714.31   (f) ADJ UNCH    2 0
 OK0046
 OK0046.Superseded values are not recommended for survey control.
 OK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0046.See file dsdata.txt to determine how the superseded data were derived.
 OK0046
 OK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP018621(NAD 83)
 OK0046_MARKER: B = BOLT
 OK0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0046_SP_SET: BRIDGE
 OK0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0046
 OK0046  HISTORY     - Date     Condition        Report By
 OK0046  HISTORY     - UNK      MONUMENTED       MIDH
 OK0046  HISTORY     - 1934     GOOD             NGS
 OK0046  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0046
 OK0046                          STATION DESCRIPTION
 OK0046
 OK0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0046'AT BEAVERTON.
 OK0046'AT THE NORTHEAST EDGE OF BEAVERTON, GLADWIN COUNTY, ON STATE
 OK0046'HIGHWAY 18, AT THE BRIDGE OVER ROSS LAKE, IN THE TOP OF THE
 OK0046'SOUTH WINGWALL, 12.4 FEET SOUTH OF THE CENTERLINE OF THE
 OK0046'HIGHWAY, AND LEVEL WITH THE ROADWAY.  A COPPER BOLT.
 OK0046
 OK0046                          STATION RECOVERY (1998)
 OK0046
 OK0046'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0074 ***********************************************************************
 NF0074  DESIGNATION -  BM
 NF0074  PID         -  NF0074
 NF0074  STATE/COUNTY-  MI/INGHAM
 NF0074  USGS QUAD   -  EAST LANSING (1970)
 NF0074
 NF0074                         *CURRENT SURVEY CONTROL
 NF0074  ___________________________________________________________________
 NF0074* NAD 83(1986)-  42 43 33.     (N)    084 29 38.     (W)     SCALED    
 NF0074* NAVD 88     -       254.96   (+/-2cm)     836.5    (feet)  VERTCON   
 NF0074  ___________________________________________________________________
 NF0074  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0074
 NF0074  VERT ORDER  -  ? (See Below)
 NF0074
 NF0074.The horizontal coordinates were scaled from a topographic map and have
 NF0074.an estimated accuracy of +/- 6 seconds.
 NF0074
 NF0074.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0074.The vertical order pertains to the NGVD 29 superseded value.
 NF0074
 NF0074.The geoid height was determined by GEOID03.
 NF0074
 NF0074;                    North         East    Units  Estimated Accuracy
 NF0074;SPC MI S     -   136,170.    3,989,580.      MT  (+/- 180 meters Scaled)
 NF0074
 NF0074                          SUPERSEDED SURVEY CONTROL
 NF0074
 NF0074  NGVD 29 (??/??/92)  255.095  (m)          836.92   (f) ADJ UNCH    ?  
 NF0074
 NF0074.Superseded values are not recommended for survey control.
 NF0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0074.See file dsdata.txt to determine how the superseded data were derived.
 NF0074
 NF0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051334(NAD 83)
 NF0074_MARKER: P = PIPE CAP
 NF0074_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0074_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0074
 NF0074  HISTORY     - Date     Condition        Report By
 NF0074  HISTORY     - UNK      MONUMENTED       USGS
 NF0074  HISTORY     - 1932     GOOD             MISCOL
 NF0074
 NF0074                          STATION DESCRIPTION
 NF0074
 NF0074'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0074'AT EAST LANSING.
 NF0074'AT EAST LANSING, INGHAM COUNTY, AT THE NORTHWEST CORNER OF THE
 NF0074'INTERSECTION OF HARRISON ROAD AND MICHIGAN AVENUE, ACROSS THE
 NF0074'ROAD FROM THE WHITE ELEPHANT, 61 FEET WEST OF THE HARRISON ROAD
 NF0074'SIDEWALK, AND 33 FEET NORTH OF THE CENTERLINE OF THE STREET
 NF0074'CAR TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 NF0074'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 10
 NF0074'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0567 ***********************************************************************
 NF0567  DESIGNATION -  BM
 NF0567  PID         -  NF0567
 NF0567  STATE/COUNTY-  MI/ST JOSEPH
 NF0567  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0567
 NF0567                         *CURRENT SURVEY CONTROL
 NF0567  ___________________________________________________________________
 NF0567* NAD 83(1986)-  42 03 54.     (N)    085 38 08.     (W)     SCALED    
 NF0567* NAVD 88     -       261.106  (meters)     856.65   (feet)  ADJUSTED  
 NF0567  ___________________________________________________________________
 NF0567  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF0567  DYNAMIC HT  -         261.020 (meters)     856.36  (feet)  COMP
 NF0567  MODELED GRAV-     980,282.9   (mgal)                       NAVD 88
 NF0567
 NF0567  VERT ORDER  -  SECOND    CLASS 0
 NF0567
 NF0567.The horizontal coordinates were scaled from a topographic map and have
 NF0567.an estimated accuracy of +/- 6 seconds.
 NF0567
 NF0567.The orthometric height was determined by differential leveling
 NF0567.and adjusted by the National Geodetic Survey in June 1991..
 NF0567
 NF0567.The geoid height was determined by GEOID03.
 NF0567
 NF0567.The dynamic height is computed by dividing the NAVD 88
 NF0567.geopotential number by the normal gravity value computed on the
 NF0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0567.degrees latitude (g = 980.6199 gals.).
 NF0567
 NF0567.The modeled gravity was interpolated from observed gravity values.
 NF0567
 NF0567;                    North         East    Units  Estimated Accuracy
 NF0567;SPC MI S     -    63,550.    3,894,980.      MT  (+/- 180 meters Scaled)
 NF0567
 NF0567                          SUPERSEDED SURVEY CONTROL
 NF0567
 NF0567  NGVD 29 (??/??/92)  261.246  (m)          857.10   (f) ADJ UNCH    2 0
 NF0567
 NF0567.Superseded values are not recommended for survey control.
 NF0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0567.See file dsdata.txt to determine how the superseded data were derived.
 NF0567
 NF0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM128578(NAD 83)
 NF0567_MARKER: Q = CHISELED SQUARE
 NF0567_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0567_SP_SET: WATER TOWER FOOTING
 NF0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0567
 NF0567  HISTORY     - Date     Condition        Report By
 NF0567  HISTORY     - UNK      MONUMENTED       USGS
 NF0567  HISTORY     - 1934     GOOD             NGS
 NF0567  HISTORY     - 1966     MARK NOT FOUND   USGS
 NF0567
 NF0567                          STATION DESCRIPTION
 NF0567
 NF0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0567'AT FLOWERFIELD.
 NF0567'AT FLOWERFIELD, ST. JOSEPH COUNTY, AT NEW YORK CENTRAL RAILROAD
 NF0567'WATER TOWER, ON THE SOUTHWEST FOOTING, 7 FEET EAST OF THE EAST
 NF0567'RAIL OF THE MAIN TRACK, 6 INCHES HIGHER THAN THE TOP OF THE
 NF0567'RAIL, AND 1 FOOT ABOVE GROUND.  A CHISELED SQUARE.
 NF0567
 NF0567                          STATION RECOVERY (1966)
 NF0567
 NF0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0321 ***********************************************************************
 PK0321  DESIGNATION -  BM 2
 PK0321  PID         -  PK0321
 PK0321  STATE/COUNTY-  MI/ARENAC
 PK0321  USGS QUAD   -  PRESCOTT (1968)
 PK0321
 PK0321                         *CURRENT SURVEY CONTROL
 PK0321  ___________________________________________________________________
 PK0321* NAD 83(1994)-  44 08 49.54671(N)    083 52 42.56357(W)     ADJUSTED  
 PK0321* NAVD 88     -       231.     (meters)     758.     (feet)  VERTCON   
 PK0321  ___________________________________________________________________
 PK0321  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 PK0321  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PK0321
 PK0321  HORZ ORDER  -  SECOND
 PK0321
 PK0321.The horizontal coordinates were established by classical geodetic methods
 PK0321.and adjusted by the National Geodetic Survey in February 1997..
 PK0321.No horizontal observational check was made to the station.
 PK0321
 PK0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0321
 PK0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0321
 PK0321.The geoid height was determined by GEOID03.
 PK0321
 PK0321;                    North         East     Units Scale Factor Converg.
 PK0321;SPC MI C     -    92,397.243 6,039,058.032   MT  1.00000850   +0 20 41.5
 PK0321;SPC MI C     -   303,140.56 19,813,182.52   iFT  1.00000850   +0 20 41.5
 PK0321;UTM  17      - 4,892,240.208   269,787.548   MT  1.00025185   -2 00 20.7
 PK0321
 PK0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0321!SPC MI C     -   0.99996931  x   1.00000850  =   0.99997781
 PK0321!UTM  17      -   0.99996931  x   1.00025185  =   1.00022115
 PK0321
 PK0321                          SUPERSEDED SURVEY CONTROL
 PK0321
 PK0321  NAD 83(1986)-  44 08 49.53749(N)    083 52 42.57674(W) AD(       ) 2
 PK0321  NAD 27      -  44 08 49.46528(N)    083 52 42.61319(W) AD(       ) 2
 PK0321  NGVD 29 (07/19/86)  231.     (m)          758.     (f) VERT ANG       
 PK0321
 PK0321.Superseded values are not recommended for survey control.
 PK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0321.See file dsdata.txt to determine how the superseded data were derived.
 PK0321
 PK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6978892240(NAD 83)
 PK0321_MARKER: DE = TRAVERSE STATION DISK
 PK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0321
 PK0321  HISTORY     - Date     Condition        Report By
 PK0321  HISTORY     - 1981     MONUMENTED       USGS
 PK0321  HISTORY     - 20010811 POOR             USPSQD
 PK0321
 PK0321                          STATION DESCRIPTION
 PK0321
 PK0321'DESCRIBED BY US GEOLOGICAL SURVEY 1981 (DCF)
 PK0321'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH OF OMER,
 PK0321'6.4 KM (4 MI) NORTHWEST OF TWINING, 4.0 KM (2-1/2 MI) EAST
 PK0321'OF MAPLE RIDGE, AND IN THE SW1/4,S9,T20N,R5E OF MASON
 PK0321'TOWNSHIP.
 PK0321'OWNERSHIP--MR. DAVID CARD, 2179 BLACK ROAD, MAPLE RIDGE MI
 PK0321'48604, TELEPHONE NUMBER 517-873-4663.
 PK0321'
 PK0321'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65
 PK0321'AND MAIN STREET, IN THE CENTER OF THE SMALL COMMUNITY OF
 PK0321'TWINING, GO NORTH ON HIGHWAY 65 FOR 3.2 KM (2.0 MI) TO A
 PK0321'PAVED CROSSROAD (MAPLE RIDGE ROAD).  TURN LEFT AND GO WEST
 PK0321'ON THE PAVED ROAD FOR 4.0 KM (2.5 MI) TO A GRAVEL ROAD ON
 PK0321'THE RIGHT (WILLIAMS ROAD).  CONTINUE WEST ON THE PAVED ROAD
 PK0321'FOR 0.6 KM (0.35 MI) TO A SMALL CLEARING ON THE LEFT AND
 PK0321'HORIZONTAL CONTROL STATION MAPLE.  CONTINUE WEST ON THE PAVED
 PK0321'ROAD FOR 1.1 KM (0.7 KM) TO A CROSSROAD.  TURN RIGHT AND GO
 PK0321'NORTH ON THE DIRT ROAD (BLACK ROAD) FOR 0.6 KM (0.4 MI) TO
 PK0321'THE STATION ON THE LEFT.
 PK0321'
 PK0321'THE STATION IS A STANDARD USGS TRAVERSE DISK
 PK0321'STAMPED---ET 2 HK 1965---,
 PK0321'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 18 CM ON A SIDE
 PK0321'FLUSH WITH GROUND.  IT IS LOCATED
 PK0321'34.14 METERS (112.0 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER
 PK0321'OF A HOUSE,
 PK0321'25.91 METERS (85.0 FT) SOUTH FROM A DRIVEWAY LEADING TO A METAL
 PK0321'BARN,
 PK0321'8.53 METERS (28.0 FT) WEST FROM THE CENTER OF A DIRT ROAD, AND
 PK0321'4.57 METERS (15.0 FT) NORTH FROM A TELEPHONE JUNCTION BOX.
 PK0321'
 PK0321'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PK0321'
 PK0321'DESCRIBED BY G.M. RIVERS.
 PK0321
 PK0321                          STATION RECOVERY (2001)
 PK0321
 PK0321'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0321'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0629 ***********************************************************************
 QK0629  DESIGNATION -  BM 47 RC
 QK0629  PID         -  QK0629
 QK0629  STATE/COUNTY-  MI/CHEBOYGAN
 QK0629  USGS QUAD   -  AFTON (1986)
 QK0629
 QK0629                         *CURRENT SURVEY CONTROL
 QK0629  ___________________________________________________________________
 QK0629* NAD 83(1994)-  45 15 26.96335(N)    084 24 42.51279(W)     ADJUSTED  
 QK0629* NAVD 88     -       268.64   (+/-2cm)     881.4    (feet)  VERTCON   
 QK0629  ___________________________________________________________________
 QK0629  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 QK0629  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 QK0629
 QK0629  HORZ ORDER  -  SECOND
 QK0629  VERT ORDER  -  THIRD ? (See Below)
 QK0629
 QK0629.The horizontal coordinates were established by classical geodetic methods
 QK0629.and adjusted by the National Geodetic Survey in February 1997..
 QK0629
 QK0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0629.The vertical order pertains to the NGVD 29 superseded value.
 QK0629
 QK0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0629
 QK0629.The geoid height was determined by GEOID03.
 QK0629
 QK0629;                    North         East     Units Scale Factor Converg.
 QK0629;SPC MI C     -   215,666.465 5,996,456.896   MT  0.99992771   -0 01 54.8
 QK0629;SPC MI C     -   707,567.14 19,673,415.01   iFT  0.99992771   -0 01 54.8
 QK0629;UTM  16      - 5,014,813.805   703,072.776   MT  1.00010708   +1 50 20.3
 QK0629
 QK0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0629!SPC MI C     -   0.99996347  x   0.99992771  =   0.99989118
 QK0629!UTM  16      -   0.99996347  x   1.00010708  =   1.00007054
 QK0629
 QK0629                          SUPERSEDED SURVEY CONTROL
 QK0629
 QK0629  NAD 83(1986)-  45 15 26.95543(N)    084 24 42.51520(W) AD(       ) 2
 QK0629  NAD 27      -  45 15 26.91300(N)    084 24 42.44200(W) AD(       ) 2
 QK0629  NGVD 29 (07/19/86)  268.71   (m)          881.6    (f) LEVELING    3  
 QK0629
 QK0629.Superseded values are not recommended for survey control.
 QK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0629.See file dsdata.txt to determine how the superseded data were derived.
 QK0629
 QK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0307314814(NAD 83)
 QK0629
 QK0629  HISTORY     - Date     Condition        Report By
 QK0629  HISTORY     - 1956     MONUMENTED       USGS
 QK0629
 QK0629                          STATION DESCRIPTION
 QK0629
 QK0629'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (WNM)
 QK0629'THE STATION IS ABOUT 11 MILES SOUTHWEST OF ONAWAY, 6 MILES SOUTHWEST
 QK0629'OF THE OSMAN LOOKOUT TOWER, ON
 QK0629'THE WEST SIDE OF A GRADED DIRT ROAD, ON LAND OWNED BY THE STATE.  IT
 QK0629'IS 18 FEET WEST OF THE CENTERLINE OF
 QK0629'THE ROAD AND 14 FEET NORTH OF A 14 INCH ELM TREE
 QK0629'WITH A TWIN TRUNK.  IT IS A ROUND CONCRETE POST, 6
 QK0629'INCHES IN DIAMETER, PROJECTING 3
 QK0629'INCHES, WITH A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK IN THE
 QK0629'TOP, STAMPED 47 RC 1953 882
 QK0629'(FEET ELEVATION).
 QK0629'
 QK0629'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PAW, THE
 QK0629'DISTANCE BEING 77.452 FEET,
 QK0629'23.6075 METERS NORTHEAST OF STATION PAW.
 QK0629'
 QK0629'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 68 AT
 QK0629'THE WEST EDGE OF ONAWAY, GO WEST
 QK0629'ON HIGHWAYS 33 AND 68 FOR 3.1 MILES TO A CROSSROAD AT THE EAST EDGE
 QK0629'OF THE VILLAGE OF TOWER.  CONTINUE
 QK0629'WEST ON HIGHWAYS 33 AND 68 FOR 4.35 MILES TO A SIDE
 QK0629'ROAD LEFT.  TURN LEFT AND GO SOUTH ON A GRAVEL AND
 QK0629'DIRT ROAD FOR 7.7 MILES TO A FORK
 QK0629'AND A SIGN, STATE FOREST CAMP GROUND 2 MI.  TAKE THE LEFT FORK AND GO
 QK0629'SOUTH FOR 1.15 MILES TO THE MARK
 QK0629'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0084 ***********************************************************************
 NE0084  DESIGNATION -  BM GTWRR
 NE0084  PID         -  NE0084
 NE0084  STATE/COUNTY-  MI/ST CLAIR
 NE0084  USGS QUAD   -  PORT HURON (1991)
 NE0084
 NE0084                         *CURRENT SURVEY CONTROL
 NE0084  ___________________________________________________________________
 NE0084* NAD 83(1986)-  42 59 04.     (N)    082 26 35.     (W)     SCALED    
 NE0084* NAVD 88     -       181.598  (meters)     595.79   (feet)  ADJUSTED  
 NE0084  ___________________________________________________________________
 NE0084  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0084  DYNAMIC HT  -         181.553 (meters)     595.65  (feet)  COMP
 NE0084  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 NE0084
 NE0084  VERT ORDER  -  SECOND    CLASS 0
 NE0084
 NE0084.The horizontal coordinates were scaled from a topographic map and have
 NE0084.an estimated accuracy of +/- 6 seconds.
 NE0084
 NE0084.The orthometric height was determined by differential leveling
 NE0084.and adjusted by the National Geodetic Survey in June 1991..
 NE0084
 NE0084.The geoid height was determined by GEOID03.
 NE0084
 NE0084.The dynamic height is computed by dividing the NAVD 88
 NE0084.geopotential number by the normal gravity value computed on the
 NE0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0084.degrees latitude (g = 980.6199 gals.).
 NE0084
 NE0084.The modeled gravity was interpolated from observed gravity values.
 NE0084
 NE0084;                    North         East    Units  Estimated Accuracy
 NE0084;SPC MI S     -   166,680.    4,156,870.      MT  (+/- 180 meters Scaled)
 NE0084
 NE0084                          SUPERSEDED SURVEY CONTROL
 NE0084
 NE0084  NGVD 29 (??/??/92)  181.726  (m)          596.21   (f) ADJ UNCH    2 0
 NE0084
 NE0084.Superseded values are not recommended for survey control.
 NE0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0084.See file dsdata.txt to determine how the superseded data were derived.
 NE0084
 NE0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH823600(NAD 83)
 NE0084_MARKER: Z = SEE DESCRIPTION
 NE0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0084_SP_SET: BRIDGE ABUTMENT
 NE0084_STAMPING: BM
 NE0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0084
 NE0084  HISTORY     - Date     Condition        Report By
 NE0084  HISTORY     - UNK      MONUMENTED       GTWRR
 NE0084  HISTORY     - 1934     GOOD             NGS
 NE0084  HISTORY     - 1934     GOOD             NGS
 NE0084  HISTORY     - 19970705 GOOD             USPSQD
 NE0084  HISTORY     - 20030413 POOR             USPSQD
 NE0084
 NE0084                          STATION DESCRIPTION
 NE0084
 NE0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0084'AT PORT HURON.
 NE0084'AT PORT HURON, ST. CLAIR COUNTY, ON THE GRAND TRUNK WESTERN RAILWAY,
 NE0084'31 YARDS EAST OF THE INTERSECTION OF THE SOUTH RAIL WITH THE
 NE0084'CENTERLINE OF WATER STREET, AT THE STEEL DRAW-BRIDGE OVER BLACK
 NE0084'RIVER, IN THE TOP OF THE SOUTH CORNER OF THE MOST SOUTHWESTERLY
 NE0084'CONCRETE ABUTMENT, 6.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 NE0084'ABOUT 8 INCHES LOWER THAN THE TOP OF THE RAIL.  A 1-1/2-INCH
 NE0084'BRONZE PLUG, STAMPED B.M.
 NE0084
 NE0084                          STATION RECOVERY (1934)
 NE0084
 NE0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NE0084'RECOVERED IN GOOD CONDITION.
 NE0084
 NE0084                          STATION RECOVERY (1997)
 NE0084
 NE0084'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0084'RECOVERED IN GOOD CONDITION.
 NE0084
 NE0084                          STATION RECOVERY (2003)
 NE0084
 NE0084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0084'MARK IS NOT LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1313 ***********************************************************************
 RJ1313  DESIGNATION -  BMM C8W 018
 RJ1313  PID         -  RJ1313
 RJ1313  STATE/COUNTY-  MI/CHIPPEWA
 RJ1313  USGS QUAD   -  MUNUSCONG (1976)
 RJ1313
 RJ1313                         *CURRENT SURVEY CONTROL
 RJ1313  ___________________________________________________________________
 RJ1313* NAD 83(1994)-  46 13 10.41079(N)    084 09 57.95899(W)     ADJUSTED  
 RJ1313* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 RJ1313  ___________________________________________________________________
 RJ1313  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 RJ1313  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1313
 RJ1313  HORZ ORDER  -  SECOND
 RJ1313
 RJ1313.The horizontal coordinates were established by classical geodetic methods
 RJ1313.and adjusted by the National Geodetic Survey in February 1997..
 RJ1313
 RJ1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1313
 RJ1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1313
 RJ1313.The geoid height was determined by GEOID03.
 RJ1313
 RJ1313;                    North         East     Units Scale Factor Converg.
 RJ1313;SPC MI N     -   163,535.368 8,218,585.692   MT  0.99990349   +2 02 53.9
 RJ1313;SPC MI N     -   536,533.36 26,963,863.82   iFT  0.99990349   +2 02 53.9
 RJ1313;UTM  16      - 5,122,346.483   718,562.211   MT  1.00018725   +2 02 48.7
 RJ1313
 RJ1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1313!SPC MI N     -   0.99997788  x   0.99990349  =   0.99988138
 RJ1313!UTM  16      -   0.99997788  x   1.00018725  =   1.00016513
 RJ1313
 RJ1313                          SUPERSEDED SURVEY CONTROL
 RJ1313
 RJ1313  NAD 83(1986)-  46 13 10.40213(N)    084 09 57.95569(W) AD(       ) 2
 RJ1313  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1313
 RJ1313.Superseded values are not recommended for survey control.
 RJ1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1313.See file dsdata.txt to determine how the superseded data were derived.
 RJ1313
 RJ1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1856222346(NAD 83)
 RJ1313_MARKER: DS = TRIANGULATION STATION DISK
 RJ1313_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1313+WITH SETTING: PAVEMENT
 RJ1313_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1313+STABILITY: SURFACE MOTION
 RJ1313
 RJ1313  HISTORY     - Date     Condition        Report By
 RJ1313  HISTORY     - 1988     MONUMENTED       USE
 RJ1313
 RJ1313                          STATION DESCRIPTION
 RJ1313
 RJ1313'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1313'THE STATION IS LOCATED ABOUT 34.0 KM (21.1 MI) SOUTH-SOUTHEAST OF
 RJ1313'SAULT STE MARIE, 34.0 KM (21.1 MI) EAST OF RUDYARD, AND
 RJ1313'32.2 KM (20 MI)
 RJ1313'NORTHWEST OF DETOUR VILLAGE EAST OF WEST NEEBISH CHANNEL AT
 RJ1313'NAVIGATION LIGHT NO 14R, IN FRAC. SEC 10, T44N-R2E.
 RJ1313'OWNERSHIP---U.S. COAST GUARD, MAINTENANCE/LOGISTICS COMMAND,
 RJ1313'ATLANTIC.
 RJ1313'
 RJ1313'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1313'4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO
 RJ1313'SOUTH FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1313'BY BOAT DOWNRIVER FOR 20 MINUTES ALONG THE WEST NEEBISH CHANNEL TO
 RJ1313'CONCRETE PLATFORM CONTAINING NAVIGATION LIGHT NO 14R AND THE STATION.
 RJ1313'
 RJ1313'THE STATION IS A STANDARD COE DISK
 RJ1313'THAT IS STAMPED---C8W-018 1988---, SET INTO CONCRETE PLATFORM.
 RJ1313'
 RJ1313'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8077 ***********************************************************************
 AA8077  CBN         -  This is a Cooperative Base Network Control Station.
 AA8077  DESIGNATION -  BOAT RAMP
 AA8077  PID         -  AA8077
 AA8077  STATE/COUNTY-  MI/MARQUETTE
 AA8077  USGS QUAD   -  BIG BAY (1985)
 AA8077
 AA8077                         *CURRENT SURVEY CONTROL
 AA8077  ___________________________________________________________________
 AA8077* NAD 83(1994)-  46 49 34.63009(N)    087 43 40.41599(W)     ADJUSTED  
 AA8077* NAVD 88     -       185.9    (meters)     610.     (feet)  GPS OBS   
 AA8077  ___________________________________________________________________
 AA8077  X           -     173,325.282 (meters)                     COMP
 AA8077  Y           -  -4,368,457.283 (meters)                     COMP
 AA8077  Z           -   4,628,682.748 (meters)                     COMP
 AA8077  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 AA8077  ELLIP HEIGHT-         150.62  (meters)          (07/12/02) GPS OBS
 AA8077  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 AA8077
 AA8077  HORZ ORDER  -  B
 AA8077  ELLP ORDER  -  FOURTH    CLASS II
 AA8077
 AA8077.The horizontal coordinates were established by GPS observations
 AA8077.and adjusted by the National Geodetic Survey in September 1995..
 AA8077
 AA8077.The orthometric height was determined by GPS observations and a
 AA8077.high-resolution geoid model.
 AA8077
 AA8077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8077
 AA8077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8077
 AA8077.The ellipsoidal height was determined by GPS observations
 AA8077.and is referenced to NAD 83.
 AA8077
 AA8077.The geoid height was determined by GEOID03.
 AA8077
 AA8077;                    North         East     Units Scale Factor Converg.
 AA8077;SPC MI N     -   227,321.839 7,944,463.873   MT  0.99994741   -0 31 34.0
 AA8077;SPC MI N     -   745,806.56 26,064,514.02   iFT  0.99994741   -0 31 34.0
 AA8077;UTM  16      - 5,186,117.402   444,482.480   MT  0.99963788   -0 31 51.1
 AA8077
 AA8077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8077!SPC MI N     -   0.99997639  x   0.99994741  =   0.99992380
 AA8077!UTM  16      -   0.99997639  x   0.99963788  =   0.99961428
 AA8077
 AA8077                          SUPERSEDED SURVEY CONTROL
 AA8077
 AA8077  ELLIP H (09/20/95)  150.64   (m)                       GP(       ) 1 2
 AA8077
 AA8077.Superseded values are not recommended for survey control.
 AA8077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8077.See file dsdata.txt to determine how the superseded data were derived.
 AA8077
 AA8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4448286117(NAD 83)
 AA8077_MARKER: DV = VERTICAL CONTROL DISK
 AA8077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8077_STAMPING: BOAT RAMP 1994
 AA8077_MARK LOGO: NGS   
 AA8077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8077+STABILITY: SURFACE MOTION
 AA8077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8077+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2003
 AA8077
 AA8077  HISTORY     - Date     Condition        Report By
 AA8077  HISTORY     - 1994     MONUMENTED       LOCSUR
 AA8077  HISTORY     - 19940802 GOOD             NGS
 AA8077  HISTORY     - 19990525 GOOD             SUND
 AA8077  HISTORY     - 20030615 GOOD             GEOCAC
 AA8077
 AA8077                          STATION DESCRIPTION
 AA8077
 AA8077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8077'STATION IS LOCATED IN QUAD 460874, ABOUT 25 MI (40.2 KM)
 AA8077'NORTH-NORTHWEST OF MARQUETTE, IN THE TOWN OF BIG BAY, AT PUBLIC ACCESS
 AA8077'RAMP TO LAKE SUPERIOR IN THE TOWN OF BIG BAY, IN THE SOUTHWEST 1/4 OF
 AA8077'SECTION 10, T 51 N, R 27 W, POWELL TOWNSHIP AND ON THE BIG BAY
 AA8077'QUADRANGLE MAP.  OWNERSHIP--STATE OF MICHIGAN.  NOTE--SITE IS MANAGED
 AA8077'BY PERKINS PARK CAMPGROUND, BIG BAY, MI.  CONTACT KIM BOURGEOIS,
 AA8077'CAMPGROUND MANAGER, PRIOR TO OCCUPATION TO INFORM HER OF OCCUPATION
 AA8077'SCHEDULE.  PHONE 906-345-9353.  TO REACH FROM THE JUNCTION OF U.S.
 AA8077'HIGHWAY 41, U.S.  HIGHWAY 41 BUSINESS AND STATE HIGHWAY 28 ON THE EAST
 AA8077'SIDE OF MARQUETTE, GO NORTH ON U.S.  HIGHWAY 41 BUSINESS FOR 0.45 MI
 AA8077'(0.72 KM) TO WASHINGTON STREET.  TURN LEFT, WEST, ON WASHINGTON STREET
 AA8077'FOR 0.2 MI (0.3 KM) TO FOURTH STREET.  TURN RIGHT, NORTH, ON FOURTH
 AA8077'STREET FOR 1.45 MI (2.33 KM) TO WRIGHT STREET.  TURN LEFT, WEST, ON
 AA8077'WRIGHT STREET FOR 0.45 MI (0.72 KM) TO A BLINKING TRAFFIC SIGNAL AND
 AA8077'SUGARLOAF AVENUE ON THE RIGHT, MARQUETTE COUNTY ROAD 550.  TURN RIGHT,
 AA8077'NORTHWEST, ON COUNTY ROAD 550 FOR 14.7 MI (23.7 KM) TO SAULK HEAD ROAD
 AA8077'(ROAD 550/KE) ON THE RIGHT.  CONTINUE NORTHWEST ON COUNTY ROAD 550 FOR
 AA8077'11.1 MI (17.9 KM) TO THE INTERSECTION OF BENSINGER AND DEUTSH ROADS IN
 AA8077'BIG BAY AND THE COMMUNITY UNITED PRESBYTERIAN CHURCH ON THE LEFT.
 AA8077'CONTINUE NORTHERLY THEN WESTERLY ON BENSINGER ROAD FOR 0.2 MI (0.3 KM)
 AA8077'TO SHENK ROAD. TURN RIGHT, NORTH, ON SHENK ROAD FOR 0.3 MI (0.5 KM) TO
 AA8077'A FORK, KF/KCB ROAD LEFT, SHENK ROAD RIGHT.  KEEP LEFT AND CONTINUE
 AA8077'NORTHERLY ON KF/KCB ROAD FOR 0.15 MI (0.24 KM) TO THE SECOND ASPHALT
 AA8077'ROAD ON THE RIGHT AND A YELLOW GATE.  PASS THROUGH GATE AND GO
 AA8077'NORTHEAST ACROSS PARKING AREA FOR 0.05 MI (0.08 KM) TO THE SOUTHWEST
 AA8077'END OF THE BOAT RAMP AND THE STATION ON THE LEFT ABOUT 2 FEET (0.6 M)
 AA8077'HIGHER THAN THE RAMP.  STATION PROJECTS 4 CM ABOVE GROUND.  IT IS
 AA8077'105.0 FT (32.0 M) WEST OF THE SOUTHWEST CORNER OF OFFICE/REST ROOM
 AA8077'BUILDING, 87.0 FT (26.5 M) NORTHWEST OF A FLAG POLE, 45.0 FT (13.7 M)
 AA8077'SOUTH OF ANGLE POLE IN FENCE LINE, AND 32.2 FT (9.8 M) WEST OF THE
 AA8077'WEST SIDE OF RAMP, AND 4.0 FT (1.2 M) WEST-NORTHWEST OF A WOOD POST.
 AA8077
 AA8077                          STATION RECOVERY (1999)
 AA8077
 AA8077'RECOVERY NOTE BY SUNDBERG CARLSON + ASSOC INC 1999 (BAA)
 AA8077'RECOVERED AS DESCRIBED.
 AA8077
 AA8077                          STATION RECOVERY (2003)
 AA8077
 AA8077'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 AA8077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0207 ***********************************************************************
 OJ0207  DESIGNATION -  BOC USLS
 OJ0207  PID         -  OJ0207
 OJ0207  STATE/COUNTY-  MI/HURON
 OJ0207  USGS QUAD   -  FORESTVILLE (1963)
 OJ0207
 OJ0207                         *CURRENT SURVEY CONTROL
 OJ0207  ___________________________________________________________________
 OJ0207* NAD 83(1986)-  43 44 26.     (N)    082 36 53.     (W)     SCALED    
 OJ0207* NAVD 88     -       180.094  (meters)     590.86   (feet)  ADJUSTED  
 OJ0207  ___________________________________________________________________
 OJ0207  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OJ0207  DYNAMIC HT  -         180.061 (meters)     590.75  (feet)  COMP
 OJ0207  MODELED GRAV-     980,431.7   (mgal)                       NAVD 88
 OJ0207
 OJ0207  VERT ORDER  -  FIRST     CLASS 0
 OJ0207
 OJ0207.The horizontal coordinates were scaled from a topographic map and have
 OJ0207.an estimated accuracy of +/- 6 seconds.
 OJ0207
 OJ0207.The orthometric height was determined by differential leveling
 OJ0207.and adjusted by the National Geodetic Survey in June 1991..
 OJ0207
 OJ0207.The geoid height was determined by GEOID03.
 OJ0207
 OJ0207.The dynamic height is computed by dividing the NAVD 88
 OJ0207.geopotential number by the normal gravity value computed on the
 OJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0207.degrees latitude (g = 980.6199 gals.).
 OJ0207
 OJ0207.The modeled gravity was interpolated from observed gravity values.
 OJ0207
 OJ0207;                    North         East    Units  Estimated Accuracy
 OJ0207;SPC MI S     -   250,360.    4,141,120.      MT  (+/- 180 meters Scaled)
 OJ0207
 OJ0207                          SUPERSEDED SURVEY CONTROL
 OJ0207
 OJ0207  NGVD 29 (??/??/??)  180.203  (m)          591.22   (f) ADJUSTED    1 0
 OJ0207
 OJ0207.Superseded values are not recommended for survey control.
 OJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0207.See file dsdata.txt to determine how the superseded data were derived.
 OJ0207
 OJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ699443(NAD 83)
 OJ0207_MARKER: Z = SEE DESCRIPTION
 OJ0207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0207_SP_SET: BRIDGE
 OJ0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0207
 OJ0207  HISTORY     - Date     Condition        Report By
 OJ0207  HISTORY     - 1970     MONUMENTED       USLS
 OJ0207  HISTORY     - 1970     GOOD             USLS
 OJ0207  HISTORY     - 1980     GOOD             NGS
 OJ0207  HISTORY     - 19991211 GOOD             USPSQD
 OJ0207
 OJ0207                          STATION DESCRIPTION
 OJ0207
 OJ0207'DESCRIBED BY US LAKE SURVEY 1970
 OJ0207'5.5 MI N FROM FORESTVILLE.
 OJ0207'BOC IS IN HURON COUNTY, MICHIGAN, ABOUT 5.54 MILES NORTH ALONG
 OJ0207'HIGHWAY U.S. 25 FROM THE INTERSECTION OF CEDAR STREET AND
 OJ0207'LAKESHORE ROAD (U.S. 25) IN FORESTVILLE, AT THE NORTHWEST END
 OJ0207'OF THE BRIDGE OVER ELM CREEK, ON TOP OF THE NORTHWEST WING
 OJ0207'WALL, 21 FEET WEST OF THE CENTERLINE OF U.S. 25, 3.6 FEET EAST
 OJ0207'OF THE MOST WESTERLY WING WALL FACE, AND 0.4 FEET NORTH OF THE
 OJ0207'MOST SOUTHERLY WING WALL FACE, BEING HIGHEST POINT ON TOP OF A
 OJ0207'5/8-INCH HEXAGONAL BRASS ROD SET INTO THE CONCRETE.  BM BOC 1970
 OJ0207
 OJ0207                          STATION RECOVERY (1980)
 OJ0207
 OJ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0207'8.9 KILOMETERS (5.55 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0207'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET IN THE WEST END OF THE
 OJ0207'NORTH ABUTMENT OF THE BRIDGE OVER ELM CREEK. 6.4 METERS (21.0 FEET)
 OJ0207'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.21 METER (0.7 FOOT) WEST
 OJ0207'OF THE WEST FACE OF THE CONCRETE PILLAR FOR THE METAL RAILING, NOTE,
 OJ0207'NO ARCHIVE NUMBER FOUND FOR DOC ARCHIVE NUMBER ABOVE IS LISTED
 OJ0207'UNDER BOC, THE NUMBER FALLS IN LINE WITH AREA.
 OJ0207'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0207
 OJ0207                          STATION RECOVERY (1999)
 OJ0207
 OJ0207'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0585 ***********************************************************************
 QK0585  DESIGNATION -  BOIS
 QK0585  PID         -  QK0585
 QK0585  STATE/COUNTY-  MI/MACKINAC
 QK0585  USGS QUAD   -  
 QK0585
 QK0585                         *CURRENT SURVEY CONTROL
 QK0585  ___________________________________________________________________
 QK0585* NAD 83(1994)-  45 43 49.44519(N)    084 28 54.08524(W)     ADJUSTED  
 QK0585* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0585  ___________________________________________________________________
 QK0585  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 QK0585  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0585
 QK0585  HORZ ORDER  -  SECOND
 QK0585
 QK0585.The horizontal coordinates were established by classical geodetic methods
 QK0585.and adjusted by the National Geodetic Survey in February 1997..
 QK0585
 QK0585.The orthometric height was scaled from a topographic map.
 QK0585
 QK0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0585
 QK0585.The geoid height was determined by GEOID03.
 QK0585
 QK0585;                    North         East     Units Scale Factor Converg.
 QK0585;SPC MI N     -   108,375.113 8,195,978.954   MT  0.99994942   +1 49 12.8
 QK0585;SPC MI N     -   355,561.39 26,889,694.73   iFT  0.99994942   +1 49 12.8
 QK0585;UTM  16      - 5,067,178.377   695,941.903   MT  1.00007203   +1 48 13.8
 QK0585
 QK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0585!SPC MI N     -   0.99997742  x   0.99994942  =   0.99992684
 QK0585!UTM  16      -   0.99997742  x   1.00007203  =   1.00004945
 QK0585
 QK0585|---------------------------------------------------------------------|
 QK0585| PID    Reference Object                     Distance      Geod. Az  |
 QK0585|                                                           dddmmss.s |
 QK0585| CH1732 BOIS RM 1                             8.952 METERS 06240     |
 QK0585| CH1731 BOIS AZ MK                                         0744547.3 |
 QK0585| CH1733 BOIS RM 2                            10.336 METERS 18025     |
 QK0585|---------------------------------------------------------------------|
 QK0585
 QK0585                          SUPERSEDED SURVEY CONTROL
 QK0585
 QK0585  NAD 83(1986)-  45 43 49.43776(N)    084 28 54.08482(W) AD(       ) 2
 QK0585  NAD 27      -  45 43 49.39000(N)    084 28 53.95000(W) AD(       ) 2
 QK0585
 QK0585.Superseded values are not recommended for survey control.
 QK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0585.See file dsdata.txt to determine how the superseded data were derived.
 QK0585
 QK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9594267178(NAD 83)
 QK0585_MARKER: Z = SEE DESCRIPTION
 QK0585_SETTING: 0 = UNSPECIFIED SETTING
 QK0585
 QK0585  HISTORY     - Date     Condition        Report By
 QK0585  HISTORY     - 1956     MONUMENTED       CGS
 QK0585  HISTORY     - 19950710 GOOD             USPSQD
 QK0585
 QK0585                          STATION DESCRIPTION
 QK0585
 QK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0585'THE STATION IS LOCATED ON THE SOUTHWEST EDGE OF BOIS BLANC ISLAND, AT
 QK0585'THE SMALL COMMUNITY OF
 QK0585'POINTE AUX PINS.  IT IS ABOUT 14 MILES EAST OF MACKINAW CITY, ABOUT 6
 QK0585'MILES NORTH OF CHEBOYGAN, ON ROAD
 QK0585'RIGHT-OF-WAY.  IT IS 14 FEET NORTH OF THE CENTERLINE OF A
 QK0585'GRAVEL ROAD, 11 FEET EAST OF A 10 INCH PINE
 QK0585'TREE WITH A TRIANGULAR BLAZE ON THE EAST
 QK0585'SIDE, 29 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK,
 QK0585'35 FEET NORTHWEST OF THE NORTHWEST
 QK0585'CORNER OF A FRAME BUILDING AND 63 FEET NORTH OF THE WATER LINE.  THE
 QK0585'DISK IS SET IN CONCRETE IN THE TOP
 QK0585'OF A 4 INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.  IT IS
 QK0585'STAMPED BOIS 1956.
 QK0585'
 QK0585'TO REACH THE STATION FROM THE BOAT DOCK IN THE SMALL COMMUNITY OF
 QK0585'POINTS AUX PINS, GO WEST ON
 QK0585'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.*
 QK0585'
 QK0585'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON GRAVEL ROAD FOR
 QK0585'0.6 MILE TO THE DEPARTMENT
 QK0585'OF CONSERVATION FIELD OFFICE BUILDING ON THE LEFT.  CONTINUE EAST ON
 QK0585'GRAVEL ROAD FOR 0.1 MILE TO THE MARK
 QK0585'ON THE LEFT.
 QK0585'
 QK0585'REFERENCE MARK 1 IS 18 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 QK0585'ROAD, 33 FEET SOUTH OF THE
 QK0585'SOUTH EDGE OF THE CONCRETE SIDEWALK AND 40 FEET NORTH OF THE
 QK0585'NORTHEAST CORNER OF THE FRAME
 QK0585'BUILDING.  THE DISK IS SET IN CONCRETE IN THE TOP OF A 4 INCH CAST
 QK0585'IRON PIPE THAT PROJECTS 4 INCHES.  IT
 QK0585'IS STAMPED BOIS NO 1 1956.
 QK0585'
 QK0585'REFERENCE MARK 2 IS 20 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 QK0585'ROAD, 30 FEET SOUTH OF THE
 QK0585'10 INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE, 27 FEET
 QK0585'WEST OF THE NORTHWEST CORNER OF
 QK0585'THE FRAME BUILDING AND 28 FEET NORTH OF THE WATER LINE.  THE
 QK0585'DISK IS SET IN CONCRETE IN THE TOP OF A 4
 QK0585'INCH CAST IRON PIPE THAT PROJECTS 4 INCHES.
 QK0585'IT IS STAMPED BOIS NO 2 1956.
 QK0585'
 QK0585'THE AZIMUTH MARK IS 11 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0585'2 FEET WEST OF A FENCE CORNER
 QK0585'AND 12 FEET SOUTHEAST OF A 12 INCH SPRUCE TREE WITH A TRIANGULAR
 QK0585'BLAZE ON THE SOUTH SIDE.  THE DISK
 QK0585'IS SET IN CONCRETE IN THE TOP OF A 4 INCH CAST IRON
 QK0585'PIPE THAT PROJECTS 12 INCHES.  IT IS STAMPED BOIS
 QK0585'1956.
 QK0585'
 QK0585'*BOIS BLANC ISLAND CAN BE REACHED BY FERRY FROM CHEBOYGAN.
 QK0585'
 QK0585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0585
 QK0585                          STATION RECOVERY (1995)
 QK0585
 QK0585'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0600 ***********************************************************************
 QK0600  DESIGNATION -  BOIS BLANC LH USLS 1896
 QK0600  PID         -  QK0600
 QK0600  STATE/COUNTY-  MI/MACKINAC
 QK0600  USGS QUAD   -  MC RAE BAY (1976)
 QK0600
 QK0600                         *CURRENT SURVEY CONTROL
 QK0600  ___________________________________________________________________
 QK0600* NAD 83(1994)-  45 48 37.95691(N)    084 25 15.13936(W)     ADJUSTED  
 QK0600* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0600  ___________________________________________________________________
 QK0600  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 QK0600  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 QK0600
 QK0600  HORZ ORDER  -  FIRST
 QK0600
 QK0600.The horizontal coordinates were established by classical geodetic methods
 QK0600.and adjusted by the National Geodetic Survey in February 1997..
 QK0600
 QK0600.The orthometric height was scaled from a topographic map.
 QK0600
 QK0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0600
 QK0600.The geoid height was determined by GEOID03.
 QK0600
 QK0600;                    North         East     Units Scale Factor Converg.
 QK0600;SPC MI N     -   117,429.612 8,200,420.536   MT  0.99993695   +1 51 51.0
 QK0600;SPC MI N     -   385,267.76 26,904,266.85   iFT  0.99993695   +1 51 51.0
 QK0600;UTM  16      - 5,076,232.955   700,386.524   MT  1.00009368   +1 50 59.8
 QK0600
 QK0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0600!SPC MI N     -   0.99997743  x   0.99993695  =   0.99991438
 QK0600!UTM  16      -   0.99997743  x   1.00009368  =   1.00007111
 QK0600
 QK0600:                Primary Azimuth Mark                     Grid Az
 QK0600:SPC MI N     -  MARTIN REEF LIGHTHOUSE USLS              059 41 45.6
 QK0600:UTM  16      -  MARTIN REEF LIGHTHOUSE USLS              059 42 36.8
 QK0600
 QK0600|---------------------------------------------------------------------|
 QK0600| PID    Reference Object                     Distance      Geod. Az  |
 QK0600|                                                           dddmmss.s |
 QK0600| QK0563 MARTIN REEF LIGHTHOUSE USLS         APPROX.24.0 KM 0613336.6 |
 QK0600| QK0740 ST IGNACE                           APPROX.23.0 KM 2815002.0 |
 QK0600|---------------------------------------------------------------------|
 QK0600
 QK0600                          SUPERSEDED SURVEY CONTROL
 QK0600
 QK0600  NAD 83(1986)-  45 48 37.94827(N)    084 25 15.13860(W) AD(       ) 1
 QK0600  NAD 27      -  45 48 37.90100(N)    084 25 15.01000(W) AD(       ) 1
 QK0600
 QK0600.Superseded values are not recommended for survey control.
 QK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0600.See file dsdata.txt to determine how the superseded data were derived.
 QK0600
 QK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0038776233(NAD 83)
 QK0600
 QK0600  HISTORY     - Date     Condition        Report By
 QK0600  HISTORY     - 1896     MONUMENTED       USLS
 QK0600  HISTORY     - 19950710 GOOD             USPSQD
 QK0600
 QK0600                          STATION DESCRIPTION
 QK0600
 QK0600'DESCRIBED BY US LAKE SURVEY 1896
 QK0600'STATION IS CENTER OF LANTERN HOUSE OF ABANDONED LIGHTHOUSE AT END OF
 QK0600'LONG POINT ON NORTH
 QK0600'SIDE OF BOIS BLANC ISLAND IN STRAITS OF MACKINAC.
 QK0600
 QK0600                          STATION RECOVERY (1995)
 QK0600
 QK0600'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1435 ***********************************************************************
 RJ1435  DESIGNATION -  BOLLARD
 RJ1435  PID         -  RJ1435
 RJ1435  STATE/COUNTY-  MI/CHIPPEWA
 RJ1435  USGS QUAD   -  OAK RIDGE (1976)
 RJ1435
 RJ1435                         *CURRENT SURVEY CONTROL
 RJ1435  ___________________________________________________________________
 RJ1435* NAD 83(1994)-  46 19 16.89776(N)    084 08 59.98350(W)     ADJUSTED  
 RJ1435* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 RJ1435  ___________________________________________________________________
 RJ1435  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RJ1435  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1435
 RJ1435  HORZ ORDER  -  THIRD
 RJ1435
 RJ1435.The horizontal coordinates were established by classical geodetic methods
 RJ1435.and adjusted by the National Geodetic Survey in February 1997..
 RJ1435
 RJ1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1435
 RJ1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1435
 RJ1435.The geoid height was determined by GEOID03.
 RJ1435
 RJ1435;                    North         East     Units Scale Factor Converg.
 RJ1435;SPC MI N     -   174,887.449 8,219,420.607   MT  0.99990303   +2 03 35.8
 RJ1435;SPC MI N     -   573,777.72 26,966,603.04   iFT  0.99990303   +2 03 35.8
 RJ1435;UTM  16      - 5,133,701.820   719,397.305   MT  1.00019174   +2 03 43.2
 RJ1435
 RJ1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1435!SPC MI N     -   0.99997780  x   0.99990303  =   0.99988083
 RJ1435!UTM  16      -   0.99997780  x   1.00019174  =   1.00016953
 RJ1435
 RJ1435                          SUPERSEDED SURVEY CONTROL
 RJ1435
 RJ1435  NAD 83(1986)-  46 19 16.89041(N)    084 08 59.97990(W) AD(       ) 3
 RJ1435  NGVD 29 (02/08/93)  178.3    (m)          585.     (f) VERT ANG       
 RJ1435
 RJ1435.Superseded values are not recommended for survey control.
 RJ1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1435.See file dsdata.txt to determine how the superseded data were derived.
 RJ1435
 RJ1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1939733702(NAD 83)
 RJ1435_MARKER: Z = SEE DESCRIPTION
 RJ1435_SETTING: 0 = UNSPECIFIED SETTING
 RJ1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1435
 RJ1435  HISTORY     - Date     Condition        Report By
 RJ1435  HISTORY     - 1987     MONUMENTED       NOS
 RJ1435
 RJ1435                          STATION DESCRIPTION
 RJ1435
 RJ1435'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1435'THE STATION IS LOCATED ON THE NORTH END OF NEEBISH ISLAND
 RJ1435'ALONG THE SOUTH SHORE OF THE MIDDLE NEEBISH CHANNEL.
 RJ1435'
 RJ1435'THE STATION IS BEST REACHED BY BOAT FROM SAULT STE MARIE.
 RJ1435'
 RJ1435'THE STATION IS A CHISLED X IN THE TOP OF THE EASTERN MOST STEEL
 RJ1435'BOLLARD.  THERE IS A WOOD PLATFORM WITH METAL SHEET PILINGS JUST
 RJ1435'TO THE NORTH OF THE STATION AND BUOY NUMBER 49 IS JUST TO THE NORTH
 RJ1435'OF THE STATION.
 RJ1435'
 RJ1435'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1435'
 RJ1435'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0235 ***********************************************************************
 NE0235  DESIGNATION -  BOLT
 NE0235  PID         -  NE0235
 NE0235  STATE/COUNTY-  MI/ST CLAIR
 NE0235  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0235
 NE0235                         *CURRENT SURVEY CONTROL
 NE0235  ___________________________________________________________________
 NE0235* NAD 83(1986)-  42 33 02.     (N)    082 39 02.     (W)     SCALED    
 NE0235* NAVD 88     -       176.457  (meters)     578.93   (feet)  ADJUSTED  
 NE0235  ___________________________________________________________________
 NE0235  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE0235  DYNAMIC HT  -         176.407 (meters)     578.76  (feet)  COMP
 NE0235  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 NE0235
 NE0235  VERT ORDER  -  FIRST     CLASS 0
 NE0235
 NE0235.The horizontal coordinates were scaled from a topographic map and have
 NE0235.an estimated accuracy of +/- 6 seconds.
 NE0235
 NE0235.The orthometric height was determined by differential leveling
 NE0235.and adjusted by the National Geodetic Survey in June 1991..
 NE0235
 NE0235.The geoid height was determined by GEOID03.
 NE0235
 NE0235.The dynamic height is computed by dividing the NAVD 88
 NE0235.geopotential number by the normal gravity value computed on the
 NE0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0235.degrees latitude (g = 980.6199 gals.).
 NE0235
 NE0235.The modeled gravity was interpolated from observed gravity values.
 NE0235
 NE0235;                    North         East    Units  Estimated Accuracy
 NE0235;SPC MI S     -   118,130.    4,140,930.      MT  (+/- 180 meters Scaled)
 NE0235
 NE0235                          SUPERSEDED SURVEY CONTROL
 NE0235
 NE0235  NGVD 29 (??/??/92)  176.594  (m)          579.38   (f) ADJ UNCH    1 0
 NE0235
 NE0235.Superseded values are not recommended for survey control.
 NE0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0235.See file dsdata.txt to determine how the superseded data were derived.
 NE0235
 NE0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH644122(NAD 83)
 NE0235_MARKER: B = BOLT
 NE0235_SETTING: 0 = UNSPECIFIED SETTING
 NE0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0235+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2003
 NE0235
 NE0235  HISTORY     - Date     Condition        Report By
 NE0235  HISTORY     - 1952     MONUMENTED       USLS
 NE0235  HISTORY     - 1970     GOOD             USLS
 NE0235  HISTORY     - 20030816 GOOD             USPSQD
 NE0235
 NE0235                          STATION DESCRIPTION
 NE0235
 NE0235'DESCRIBED BY US LAKE SURVEY 1970
 NE0235'AT HARSENS ISLAND.
 NE0235'BOLT IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0235'MICHIGAN, AT THE COAST GUARD STATION, ON RIVER CORNER OF ST.CLAIR
 NE0235'FLATS FRONT RANGE LIGHT, 12.8 FEET FROM RIVER FACE OF A WOODEN
 NE0235'REVETMENT, BEING HIGHEST POINT ON UPRIVER UNMARKED ANCHOR
 NE0235'BOLT.  NOT TO BE CONFUSED WITH MOST UPRIVER LEG OF TOWER
 NE0235'WHICH HAS A CROSS CUT ON TOP OF A BOLT.  NOTE-- BM 1952
 NE0235
 NE0235                          STATION RECOVERY (2003)
 NE0235
 NE0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0846 ***********************************************************************
 ME0846  DESIGNATION -  BOLT
 ME0846  PID         -  ME0846
 ME0846  STATE/COUNTY-  MI/BERRIEN
 ME0846  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME0846
 ME0846                         *CURRENT SURVEY CONTROL
 ME0846  ___________________________________________________________________
 ME0846* NAD 83(1986)-  41 47 59.     (N)    086 43 04.     (W)     SCALED    
 ME0846* NAVD 88     -       199.239  (meters)     653.67   (feet)  ADJUSTED  
 ME0846  ___________________________________________________________________
 ME0846  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME0846  DYNAMIC HT  -         199.166 (meters)     653.43  (feet)  COMP
 ME0846  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 ME0846
 ME0846  VERT ORDER  -  FIRST     CLASS II
 ME0846
 ME0846.The horizontal coordinates were scaled from a topographic map and have
 ME0846.an estimated accuracy of +/- 6 seconds.
 ME0846
 ME0846.The orthometric height was determined by differential leveling
 ME0846.and adjusted by the National Geodetic Survey in June 1991..
 ME0846
 ME0846.The geoid height was determined by GEOID03.
 ME0846
 ME0846.The dynamic height is computed by dividing the NAVD 88
 ME0846.geopotential number by the normal gravity value computed on the
 ME0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0846.degrees latitude (g = 980.6199 gals.).
 ME0846
 ME0846.The modeled gravity was interpolated from observed gravity values.
 ME0846
 ME0846;                    North         East    Units  Estimated Accuracy
 ME0846;SPC MI S     -    36,020.    3,804,610.      MT  (+/- 180 meters Scaled)
 ME0846
 ME0846                          SUPERSEDED SURVEY CONTROL
 ME0846
 ME0846  NGVD 29 (01/19/93)  199.358  (m)          654.06   (f) ADJUSTED    1 2
 ME0846
 ME0846.Superseded values are not recommended for survey control.
 ME0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0846.See file dsdata.txt to determine how the superseded data were derived.
 ME0846
 ME0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM234275(NAD 83)
 ME0846_MARKER: B = BOLT
 ME0846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0846_SP_SET: ABUTMENT
 ME0846_MARK LOGO: NONE  
 ME0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0846+STABILITY: SURFACE MOTION
 ME0846
 ME0846  HISTORY     - Date     Condition        Report By
 ME0846  HISTORY     - UNK      MONUMENTED       PMRR
 ME0846  HISTORY     - 1934     GOOD             NGS
 ME0846  HISTORY     - 1978     GOOD             MIDH
 ME0846  HISTORY     - 1985     GOOD             NGS
 ME0846  HISTORY     - 19980606 GOOD             USPSQD
 ME0846  HISTORY     - 20010331 GOOD             NGS
 ME0846
 ME0846                          STATION DESCRIPTION
 ME0846
 ME0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 ME0846'1.6 MI NE FROM NEW BUFFALO.
 ME0846'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0846'THE PERE MARQUETTE RAILWAY, 2 1/2 YARDS NORTHWEST OF THE NORTHWEST
 ME0846'RAIL, 2 1/2 FEET NORTHWEST OF THE IRON RAILING ON THE NORTHWEST
 ME0846'SIDE OF THE RAILWAY BRIDGE, ON THE TOP OF THE NORTHWEST END OF
 ME0846'THE END OF THE SOUTHWEST ABUTMENT OF THE PERE MARQUETTE RAILWAY
 ME0846'BRIDGE OVER MICHIGAN STATE HIGHWAY 60, AN IRON BOLT, 8 INCHES
 ME0846'SOUTHWEST OF THE SOUTHWEST EDGE OF THE ABUTMENT, 4 INCHES BELOW
 ME0846'THE BASE OF THE RAILS.
 ME0846
 ME0846                          STATION RECOVERY (1978)
 ME0846
 ME0846'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 ME0846'RECOVERED IN GOOD CONDITION.
 ME0846
 ME0846                          STATION RECOVERY (1985)
 ME0846
 ME0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0846'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 ME0846'MI) EAST ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH RED ARROW
 ME0846'HIGHWAY IN NEW BUFFALO, A SQUARE BOLT IN THE NORTHWEST END OF THE
 ME0846'SOUTHWEST CONCRETE ABUTMENT OF THE CHESAPEAKE AND OHIO RAILROAD
 ME0846'OVERPASS OF THE HIGHWAY, 11.0 M (36.1 FT) SOUTHWEST OF THE CENTERLINE
 ME0846'OF THE HIGHWAY, 2.9 M (9.5 FT) NORTHWEST OF THE NEAR RAIL, AND 0.2 M
 ME0846'(0.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 ME0846'THE MARK IS 0.3 M BELOW THE TRACKS.
 ME0846
 ME0846                          STATION RECOVERY (1998)
 ME0846
 ME0846'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME0846'RECOVERED IN GOOD CONDITION.
 ME0846
 ME0846                          STATION RECOVERY (2001)
 ME0846
 ME0846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME0846'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0380 ***********************************************************************
 NF0380  DESIGNATION -  BOLT 1
 NF0380  PID         -  NF0380
 NF0380  STATE/COUNTY-  MI/IONIA
 NF0380  USGS QUAD   -  SARANAC (1978)
 NF0380
 NF0380                         *CURRENT SURVEY CONTROL
 NF0380  ___________________________________________________________________
 NF0380* NAD 83(1986)-  42 57 32.     (N)    085 07 31.     (W)     SCALED    
 NF0380* NAVD 88     -       195.391  (meters)     641.05   (feet)  ADJUSTED  
 NF0380  ___________________________________________________________________
 NF0380  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0380  DYNAMIC HT  -         195.339 (meters)     640.87  (feet)  COMP
 NF0380  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 NF0380
 NF0380  VERT ORDER  -  SECOND    CLASS 0
 NF0380
 NF0380.The horizontal coordinates were scaled from a topographic map and have
 NF0380.an estimated accuracy of +/- 6 seconds.
 NF0380
 NF0380.The orthometric height was determined by differential leveling
 NF0380.and adjusted by the National Geodetic Survey in June 1991..
 NF0380
 NF0380.The geoid height was determined by GEOID03.
 NF0380
 NF0380.The dynamic height is computed by dividing the NAVD 88
 NF0380.geopotential number by the normal gravity value computed on the
 NF0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0380.degrees latitude (g = 980.6199 gals.).
 NF0380
 NF0380.The modeled gravity was interpolated from observed gravity values.
 NF0380
 NF0380;                    North         East    Units  Estimated Accuracy
 NF0380;SPC MI S     -   162,330.    3,938,110.      MT  (+/- 180 meters Scaled)
 NF0380
 NF0380                          SUPERSEDED SURVEY CONTROL
 NF0380
 NF0380  NGVD 29 (??/??/92)  195.525  (m)          641.48   (f) ADJ UNCH    2 0
 NF0380
 NF0380.Superseded values are not recommended for survey control.
 NF0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0380.See file dsdata.txt to determine how the superseded data were derived.
 NF0380
 NF0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN529579(NAD 83)
 NF0380_MARKER: B = BOLT
 NF0380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0380_SP_SET: BRIDGE
 NF0380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0380
 NF0380  HISTORY     - Date     Condition        Report By
 NF0380  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0380  HISTORY     - 1934     GOOD             NGS
 NF0380
 NF0380                          STATION DESCRIPTION
 NF0380
 NF0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0380'3.7 MI W FROM IONIA.
 NF0380'3.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0380'STATION AT IONIA, IONIA COUNTY, AND IN THE NORTHWEST CORNER OF
 NF0380'BRIDGE 127.77.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0381 ***********************************************************************
 NF0381  DESIGNATION -  BOLT 2
 NF0381  PID         -  NF0381
 NF0381  STATE/COUNTY-  MI/IONIA
 NF0381  USGS QUAD   -  SARANAC (1978)
 NF0381
 NF0381                         *CURRENT SURVEY CONTROL
 NF0381  ___________________________________________________________________
 NF0381* NAD 83(1986)-  42 57 31.     (N)    085 07 35.     (W)     SCALED    
 NF0381* NAVD 88     -       195.281  (meters)     640.68   (feet)  ADJUSTED  
 NF0381  ___________________________________________________________________
 NF0381  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0381  DYNAMIC HT  -         195.229 (meters)     640.51  (feet)  COMP
 NF0381  MODELED GRAV-     980,353.0   (mgal)                       NAVD 88
 NF0381
 NF0381  VERT ORDER  -  SECOND    CLASS 0
 NF0381
 NF0381.The horizontal coordinates were scaled from a topographic map and have
 NF0381.an estimated accuracy of +/- 6 seconds.
 NF0381
 NF0381.The orthometric height was determined by differential leveling
 NF0381.and adjusted by the National Geodetic Survey in June 1991..
 NF0381
 NF0381.The geoid height was determined by GEOID03.
 NF0381
 NF0381.The dynamic height is computed by dividing the NAVD 88
 NF0381.geopotential number by the normal gravity value computed on the
 NF0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0381.degrees latitude (g = 980.6199 gals.).
 NF0381
 NF0381.The modeled gravity was interpolated from observed gravity values.
 NF0381
 NF0381;                    North         East    Units  Estimated Accuracy
 NF0381;SPC MI S     -   162,300.    3,938,020.      MT  (+/- 180 meters Scaled)
 NF0381
 NF0381                          SUPERSEDED SURVEY CONTROL
 NF0381
 NF0381  NGVD 29 (??/??/92)  195.415  (m)          641.12   (f) ADJ UNCH    2 0
 NF0381
 NF0381.Superseded values are not recommended for survey control.
 NF0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0381.See file dsdata.txt to determine how the superseded data were derived.
 NF0381
 NF0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN528579(NAD 83)
 NF0381_MARKER: B = BOLT
 NF0381_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0381_SP_SET: BRIDGE
 NF0381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0381
 NF0381  HISTORY     - Date     Condition        Report By
 NF0381  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0381  HISTORY     - 1934     GOOD             NGS
 NF0381
 NF0381                          STATION DESCRIPTION
 NF0381
 NF0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0381'3.7 MI W FROM IONIA.
 NF0381'3.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0381'STATION AT IONIA, IONIA COUNTY, AND ON BRIDGE 127.83.  A BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0181 ***********************************************************************
 RJ0181  DESIGNATION -  BOLT USLS
 RJ0181  PID         -  RJ0181
 RJ0181  STATE/COUNTY-  MI/CHIPPEWA
 RJ0181  USGS QUAD   -  OAK RIDGE (1976)
 RJ0181
 RJ0181                         *CURRENT SURVEY CONTROL
 RJ0181  ___________________________________________________________________
 RJ0181* NAD 83(1986)-  46 17 02.     (N)    084 12 44.     (W)     SCALED    
 RJ0181* NAVD 88     -       180.008  (meters)     590.58   (feet)  ADJUSTED  
 RJ0181  ___________________________________________________________________
 RJ0181  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0181  DYNAMIC HT  -         180.018 (meters)     590.61  (feet)  COMP
 RJ0181  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RJ0181
 RJ0181  VERT ORDER  -  FIRST     CLASS 0
 RJ0181
 RJ0181.The horizontal coordinates were scaled from a topographic map and have
 RJ0181.an estimated accuracy of +/- 6 seconds.
 RJ0181
 RJ0181.The orthometric height was determined by differential leveling
 RJ0181.and adjusted by the National Geodetic Survey in June 1991..
 RJ0181.WARNING-Repeat measurements at this control monument indicate possible
 RJ0181.vertical movement.
 RJ0181
 RJ0181.The geoid height was determined by GEOID03.
 RJ0181
 RJ0181.The dynamic height is computed by dividing the NAVD 88
 RJ0181.geopotential number by the normal gravity value computed on the
 RJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0181.degrees latitude (g = 980.6199 gals.).
 RJ0181
 RJ0181.The modeled gravity was interpolated from observed gravity values.
 RJ0181
 RJ0181;                    North         East    Units  Estimated Accuracy
 RJ0181;SPC MI N     -   170,560.    8,214,780.      MT  (+/- 180 meters Scaled)
 RJ0181
 RJ0181                          SUPERSEDED SURVEY CONTROL
 RJ0181
 RJ0181.No superseded survey control is available for this station.
 RJ0181
 RJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147293(NAD 83)
 RJ0181_MARKER: B = BOLT
 RJ0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0181_SP_SET: CONCRETE FOUNDATION
 RJ0181_MARK LOGO: USLS  
 RJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0181+STABILITY: SURFACE MOTION
 RJ0181
 RJ0181  HISTORY     - Date     Condition        Report By
 RJ0181  HISTORY     - 1969     MONUMENTED       USLS
 RJ0181  HISTORY     - 1969     GOOD             USLS
 RJ0181  HISTORY     - 1983     GOOD             NGS
 RJ0181
 RJ0181                          STATION DESCRIPTION
 RJ0181
 RJ0181'DESCRIBED BY US LAKE SURVEY 1969
 RJ0181'3.3 MI ESE FROM BARBEAU.
 RJ0181'BOLT, IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.3 MILES EAST
 RJ0181'SOUTHEAST OF BARBEAU, 0.8 MILE SOUTH AND SOUTHEAST OF INTERSECTION
 RJ0181'OF NEEBISH AND RIVER ROADS, 0.1 MILE EAST OF INTERSECTION OF
 RJ0181'RIVER ROAD AND A DIRT ROAD LEADING TO COAST GUARD LOOKOUT
 RJ0181'TOWER NO. 4, 183.5 FEET WEST OF A RADIO ANTENNA, 31.5 FEET
 RJ0181'SOUTH OF SOUTHEAST CORNER OF MOST SOUTHEASTERLY CABIN BELONGING
 RJ0181'TO MR. NORTON, 27.5 FEET NORTH OF SOUTHEAST CORNER OF OLD
 RJ0181'CONCRETE FOUNDATION, 4-FEET ABOVE THE GROUND, BEING HIGHEST
 RJ0181'POINT ON TOP OF A CROSS CUT IN TOP OF A BOLT SET INTO THE
 RJ0181'NORTHEAST CORNER OF THE OLD CONCRETE FOUNDATION.
 RJ0181
 RJ0181                          STATION RECOVERY (1983)
 RJ0181
 RJ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0181'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0181'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, THENCE
 RJ0181'1.3 KM (0.8 MI) SOUTH ALONG SCENIC ROAD (RIVER ROAD), THENCE 0.16 KM
 RJ0181'(0.1 MI) SOUTHEAST ALONG A DIRT AND ROCK WOODS ROAD TO AREA OF U.S.
 RJ0181'COAST GUARD STATION NUMBER 4, THE MARK IS THE HIGH POINT ON TOP OF A
 RJ0181'CROSS CUT INTO TOP OF A BOLT SET INTO THE NORTHEAST CORNER OF AN OLD
 RJ0181'20 BY 30 FOOT BUILDING FOUNDATION, 8.4 METERS (27.5 FT) NORTH OF
 RJ0181'SOUTHEAST CORNER OF THE OLD FOUNDATION, AND 57.5 METERS (188.5 FT)
 RJ0181'SOUTHWEST OF ABANDENED RADIO ANTENNA FOUNDATION AND BENCH MARK
 RJ0181'ANTENNA.
 RJ0181'THE MARK IS 1.4 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0285 ***********************************************************************
 QJ0285  DESIGNATION -  BOLTON
 QJ0285  PID         -  QJ0285
 QJ0285  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0285  USGS QUAD   -  LONG LAKE WEST (1971)
 QJ0285
 QJ0285                         *CURRENT SURVEY CONTROL
 QJ0285  ___________________________________________________________________
 QJ0285* NAD 83(1994)-  45 12 32.39427(N)    083 34 48.29664(W)     ADJUSTED  
 QJ0285* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 QJ0285  ___________________________________________________________________
 QJ0285  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 QJ0285  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 QJ0285
 QJ0285  HORZ ORDER  -  THIRD
 QJ0285
 QJ0285.The horizontal coordinates were established by classical geodetic methods
 QJ0285.and adjusted by the National Geodetic Survey in February 1997..
 QJ0285
 QJ0285.The orthometric height was scaled from a topographic map.
 QJ0285
 QJ0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0285
 QJ0285.The geoid height was determined by GEOID03.
 QJ0285
 QJ0285;                    North         East     Units Scale Factor Converg.
 QJ0285;SPC MI C     -   210,576.333 6,061,788.095   MT  0.99992343   +0 33 20.3
 QJ0285;SPC MI C     -   690,867.23 19,887,756.22   iFT  0.99992343   +0 33 20.3
 QJ0285;UTM  17      - 5,009,406.447   297,391.079   MT  1.00010477   -1 49 54.0
 QJ0285
 QJ0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0285!SPC MI C     -   0.99996625  x   0.99992343  =   0.99988969
 QJ0285!UTM  17      -   0.99996625  x   1.00010477  =   1.00007102
 QJ0285
 QJ0285|---------------------------------------------------------------------|
 QJ0285| PID    Reference Object                     Distance      Geod. Az  |
 QJ0285|                                                           dddmmss.s |
 QJ0285| CH1735 BOLTON RM 2                          20.709 METERS 09054     |
 QJ0285| QJ0132 BOLTON AZ MK                                       1584747.9 |
 QJ0285| CH1734 BOLTON RM 1                          25.035 METERS 31330     |
 QJ0285|---------------------------------------------------------------------|
 QJ0285
 QJ0285                          SUPERSEDED SURVEY CONTROL
 QJ0285
 QJ0285  NAD 83(1986)-  45 12 32.38658(N)    083 34 48.29702(W) AD(       ) 3
 QJ0285  NAD 27      -  45 12 32.33900(N)    083 34 48.36000(W) AD(       ) 3
 QJ0285
 QJ0285.Superseded values are not recommended for survey control.
 QJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0285.See file dsdata.txt to determine how the superseded data were derived.
 QJ0285
 QJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9739109406(NAD 83)
 QJ0285_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0285
 QJ0285  HISTORY     - Date     Condition        Report By
 QJ0285  HISTORY     - 1956     MONUMENTED       CGS
 QJ0285
 QJ0285                          STATION DESCRIPTION
 QJ0285
 QJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0285'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ALPENA, 7 MILES
 QJ0285'SOUTHEAST OF POSEN AND ABOUT 2
 QJ0285'MILES SOUTHWEST OF THE WEST END OF LONG LAKE, ON THE PROPERTY OF MR.
 QJ0285'DONALD TRAPP.  IT IS 74 FEET
 QJ0285'EAST OF A 30 INCH ELM TREE, 30 FEET NORTHEAST OF THE
 QJ0285'CENTER LINE OF BOLTON ROAD AND 1 FOOT SOUTHWEST
 QJ0285'OF A NORTHWEST-SOUTHEAST FENCE.  THE
 QJ0285'MARK IS FLUSH AND THE DISK IS STAMPED BOLTON 1956.
 QJ0285'
 QJ0285'TO REACH THE STATION FROM THE COURTHOUSE IN ALPENA GO NORTH ON U.S.
 QJ0285'HIGHWAY 23 (W CHISHOLM) FOR
 QJ0285'1.0 MILE TO A PAVED SIDE ROAD LEFT (LONG RAPIDS ROAD).  TURN LEFT
 QJ0285'GO NORTHWEST ON LONG RAPIDS ROAD
 QJ0285'FOR 8.2 MILES TO WHERE LONG RAPIDS ROAD TURNS LEFT
 QJ0285'AND BOLTON ROAD CONTINUES STRAIGHT.  CONTINUE
 QJ0285'STRAIGHT AHEAD ON BOLTON ROAD NORTHERLY
 QJ0285'FOR 4.7 MILES TO A GRAVEL CROSSROAD.  CONTINUE NORTHERLY ON
 QJ0285'BOLTON ROAD FOR 1.25 MILES TO THE
 QJ0285'STATION ON THE RIGHT AS DESCRIBED.
 QJ0285'
 QJ0285'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHERLY ON BOLTON
 QJ0285'ROAD FOR 0.3 MILE TO A
 QJ0285'GRAVEL CROSSROAD.  TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 0.2 MILE
 QJ0285'TO THE MARK ON THE RIGHT.
 QJ0285'
 QJ0285'REFERENCE MARK 1 IS 65 FEET NORTH OF THE 30 INCH ELM TREE, 26 FEET
 QJ0285'NORTHEAST OF THE CENTER LINE
 QJ0285'OF BOLTON ROAD AND IS IN THE NORTHWEST-SOUTHEAST FENCE LINE.  THE
 QJ0285'MARK IS FLUSH AND THE DISK IS
 QJ0285'STAMPED BOLTON NO 1 1956.
 QJ0285'
 QJ0285'REFERENCE MARK 2 IS 73 FEET NORTHEAST OF THE CENTER LINE OF BOLTON
 QJ0285'ROAD AND 1 FOOT NORTHWEST
 QJ0285'OF A NORTHEAST-SOUTHWEST FENCE.  THE MARK IS FLUSH AND THE DISK IS
 QJ0285'STAMPED BOLTON NO 2 1956.
 QJ0285'
 QJ0285'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER LINE OF A GRAVEL ROAD, 20
 QJ0285'FEET WEST OF A 24 INCH ELM
 QJ0285'TREE, 5 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 QJ0285'FENCE.  THE MARK IS FLUSH AND THE
 QJ0285'DISK IS STAMPED BOLTON 1956.
 QJ0285'
 QJ0285'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0132 ***********************************************************************
 QJ0132  DESIGNATION -  BOLTON AZ MK
 QJ0132  PID         -  QJ0132
 QJ0132  STATE/COUNTY-  MI/ALPENA
 QJ0132  USGS QUAD   -  LONG LAKE WEST (1971)
 QJ0132
 QJ0132                         *CURRENT SURVEY CONTROL
 QJ0132  ___________________________________________________________________
 QJ0132* NAD 83(1986)-  45 12 19.     (N)    083 34 40.     (W)     SCALED    
 QJ0132* NAVD 88     -       239.321  (meters)     785.17   (feet)  ADJUSTED  
 QJ0132  ___________________________________________________________________
 QJ0132  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 QJ0132  DYNAMIC HT  -         239.305 (meters)     785.12  (feet)  COMP
 QJ0132  MODELED GRAV-     980,545.1   (mgal)                       NAVD 88
 QJ0132
 QJ0132  VERT ORDER  -  FIRST     CLASS II
 QJ0132
 QJ0132.The horizontal coordinates were scaled from a topographic map and have
 QJ0132.an estimated accuracy of +/- 6 seconds.
 QJ0132
 QJ0132.The orthometric height was determined by differential leveling
 QJ0132.and adjusted by the National Geodetic Survey in June 1991..
 QJ0132
 QJ0132.The geoid height was determined by GEOID03.
 QJ0132
 QJ0132.The dynamic height is computed by dividing the NAVD 88
 QJ0132.geopotential number by the normal gravity value computed on the
 QJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0132.degrees latitude (g = 980.6199 gals.).
 QJ0132
 QJ0132.The modeled gravity was interpolated from observed gravity values.
 QJ0132
 QJ0132;                    North         East    Units  Estimated Accuracy
 QJ0132;SPC MI C     -   210,170.    6,061,970.      MT  (+/- 180 meters Scaled)
 QJ0132
 QJ0132                          SUPERSEDED SURVEY CONTROL
 QJ0132
 QJ0132.No superseded survey control is available for this station.
 QJ0132
 QJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL975089(NAD 83)
 QJ0132_MARKER: DZ = AZIMUTH MARK DISK
 QJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0132_SP_SET: CONCRETE POST
 QJ0132_STAMPING: BOLTON 1956
 QJ0132_MARK LOGO: CGS   
 QJ0132_PROJECTION: FLUSH
 QJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0132+STABILITY: SURFACE MOTION
 QJ0132
 QJ0132  HISTORY     - Date     Condition        Report By
 QJ0132  HISTORY     - 1956     MONUMENTED       CGS
 QJ0132  HISTORY     - 1983     GOOD             NGS
 QJ0132  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0132
 QJ0132                          STATION DESCRIPTION
 QJ0132
 QJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0132'41.8 KM (25.95 MI) SE FROM ROGERS CITY.
 QJ0132'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0132'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0132'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0132'ALONG GRAND LAKE HIGHWAY, THENCE 8.7 KM (5.4 MI) SOUTH ALONG BOLTON
 QJ0132'ROAD, THENCE 0.3 KM (0.2 MI) EAST ALONG A GRAVELED ROAD, 1.5 KM
 QJ0132'(0.95 MI) NORTH ALONG BOLTON ROAD FROM THE INTERSECTION OF MAPLE LANE
 QJ0132'ROAD, 7.62 METERS (25.0 FT) SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 QJ0132'6.09 METERS (20.0 FT) WEST OF 28-INCH DIAMETER MAPLE TREE STUMP, AND
 QJ0132'0.3 METER (1.0 FT) NORTH OF A FENCE LINE.
 QJ0132'THE MARK IS 0.42 METERS  E FROM A WITNESS POST.
 QJ0132'THE MARK IS 0.15 M BELOW GRAVELED ROAD.
 QJ0132
 QJ0132                          STATION RECOVERY (1999)
 QJ0132
 QJ0132'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1288 ***********************************************************************
 NE1288  DESIGNATION -  BONAR
 NE1288  PID         -  NE1288
 NE1288  STATE/COUNTY-  MI/OAKLAND
 NE1288  USGS QUAD   -  CLARKSTON (1983)
 NE1288
 NE1288                         *CURRENT SURVEY CONTROL
 NE1288  ___________________________________________________________________
 NE1288* NAD 83(1994)-  42 38 03.25332(N)    083 27 08.38630(W)     ADJUSTED  
 NE1288* NAVD 88     -       340.     (meters)    1115.     (feet)  SCALED    
 NE1288  ___________________________________________________________________
 NE1288  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 NE1288  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NE1288
 NE1288  HORZ ORDER  -  FIRST
 NE1288
 NE1288.The horizontal coordinates were established by classical geodetic methods
 NE1288.and adjusted by the National Geodetic Survey in February 1997..
 NE1288
 NE1288.The orthometric height was scaled from a topographic map.
 NE1288
 NE1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1288
 NE1288.The geoid height was determined by GEOID03.
 NE1288
 NE1288;                    North         East     Units Scale Factor Converg.
 NE1288;SPC MI S     -   126,395.133 4,074,988.896   MT  0.99991641   +0 37 20.0
 NE1288;SPC MI S     -   414,682.19 13,369,386.14   iFT  0.99991641   +0 37 20.0
 NE1288;UTM  17      - 4,723,114.209   298,927.963   MT  1.00009744   -1 39 41.6
 NE1288
 NE1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1288!SPC MI S     -   0.99995201  x   0.99991641  =   0.99986842
 NE1288!UTM  17      -   0.99995201  x   1.00009744  =   1.00004944
 NE1288
 NE1288:                Primary Azimuth Mark                     Grid Az
 NE1288:SPC MI S     -  PONTIAC MUNICIPAL AIRPORT BCN            051 03 18.8
 NE1288:UTM  17      -  PONTIAC MUNICIPAL AIRPORT BCN            053 20 20.4
 NE1288
 NE1288|---------------------------------------------------------------------|
 NE1288| PID    Reference Object                     Distance      Geod. Az  |
 NE1288|                                                           dddmmss.s |
 NE1288| NE1289 PONTIAC MUNICIPAL AIRPORT BCN       APPROX. 4.7 KM 0514038.8 |
 NE1288| NE1260 PONTIAC DYE TYPING CORP STACK       APPROX.10.0 KM 0665225.5 |
 NE1288| NE1261 PONTIAC OAKLAND CO HOSP TANK        APPROX.10.2 KM 0751156.5 |
 NE1288| NE1259 LINCOLN HEIGHTS MUNICIPAL TK        APPROX. 7.4 KM 0895052.2 |
 NE1288| CH0821 BONAR RM 1                           23.758 METERS 12100     |
 NE1288| CH0819 BONAR AZ MK                                        1415908.6 |
 NE1288| NE1282 WEST ACRES WATER TANK               APPROX. 5.0 KM 1570530.2 |
 NE1288| CH0820 BONAR AZ MK RESET                                  1692834.0 |
 NE1288| CH0822 BONAR RM 2                           29.220 METERS 29950     |
 NE1288|---------------------------------------------------------------------|
 NE1288
 NE1288                          SUPERSEDED SURVEY CONTROL
 NE1288
 NE1288  NAD 83(1986)-  42 38 03.25614(N)    083 27 08.41661(W) AD(       ) 1
 NE1288  NAD 27      -  42 38 03.14100(N)    083 27 08.63800(W) AD(       ) 1
 NE1288
 NE1288.Superseded values are not recommended for survey control.
 NE1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1288.See file dsdata.txt to determine how the superseded data were derived.
 NE1288
 NE1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9892823114(NAD 83)
 NE1288_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1288+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 NE1288
 NE1288  HISTORY     - Date     Condition        Report By
 NE1288  HISTORY     - 1943     MONUMENTED       CGS
 NE1288  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1288  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NE1288  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NE1288  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NE1288  HISTORY     - 1980     GOOD             MIDH
 NE1288  HISTORY     - 19961110 GOOD             USPSQD
 NE1288  HISTORY     - 20020504 GOOD             USPSQD
 NE1288
 NE1288                          STATION DESCRIPTION
 NE1288
 NE1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1288'THE STATION IS LOCATED
 NE1288'ABOUT 8 MILES W OF
 NE1288'PONTIAC, 1.5 MILES S OF STATE HIGHWAY
 NE1288'59, ON LAND OWNED BY CHARLES L.
 NE1288'BONAR.  IT IS ABOUT 0.2 MILE W
 NE1288'OF THE BONAR FARMHOUSE ON THE HIGHEST POINT OF THE
 NE1288'HILL, 18 FEET
 NE1288'NW OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE.  THE DISK IS STAMPED
 NE1288'BONAR 1943.
 NE1288'
 NE1288'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1288'DISKS SET IN
 NE1288'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1288'
 NE1288'REFERENCE MARK 1 IS 77.95 FEET SSE OF THE STATION, 60.3 FEET
 NE1288'SE OF A
 NE1288'TRIANGULAR-BLAZED 1-FOOT OAK TREE.  THE MARK IS ABOUT 4
 NE1288'FEET LOWER IN ELEVATION
 NE1288'THAN THE STATION MARK.  THE DISK IS
 NE1288'STAMPED BONAR NO 1 1943.
 NE1288'
 NE1288'REFERENCE MARK 2 IS 95.87 FEET WNW OF THE STATION, 1 FOOT E OF A N-S
 NE1288'FENCELINE.  THE MARK IS ABOUT 6 FEET LOWER IN ELEVATION THAN THE
 NE1288'STATION MARK.  THE DISK IS STAMPED BONAR NO 2 1943.
 NE1288'
 NE1288'THE AZIMUTH MARK IS 0.7 MILE SE OF THE STATION, 51.2 FEET S
 NE1288'OF A
 NE1288'POWER-TRANSMISSION LINE POLE.  IT IS ABOUT 175 FEET NW OF A
 NE1288'LARGE RED BARN AND A
 NE1288'BROWN TILE SILO, 34 FEET W OF CENTER LINE OF
 NE1288'WILLIAMS LAKE ROAD, 1.8 FEET E OF
 NE1288'FENCELINE.  STAMPED BONAR 1943.
 NE1288'
 NE1288'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10
 NE1288'AND STATE HIGHWAY
 NE1288'59 IN THE CITY OF PONTIAC, GO W ON STATE HIGHWAY
 NE1288'59 FOR 8.7 MILES TO THE JUNCTION OF
 NE1288'WILLIAMS LAKE ROAD LEFT,
 NE1288'HERE TURN LEFT AND GO 1.25 MILES TO THE JUNCTION OF
 NE1288'THE ELIZABETH
 NE1288'LAKE ROAD, CONTINUE STRAIGHT AHEAD ON THE WILLIAMS LAKE ROAD FOR
 NE1288'0.8 MILE TO A WIRE
 NE1288'GATE ON THE RIGHT.* HERE TURN RIGHT THROUGH
 NE1288'WIRE GATE AND GO 0.25 MILE TO THE
 NE1288'BONAR FARMHOUSE, HERE PASS TO
 NE1288'THE RIGHT OF THE HOUSE ON A DIM WOODS ROAD FOR 0.25
 NE1288'MILE, THENCE
 NE1288'RIGHT ACROSS MEADOW FOR 0.1 MILE TO THE HIGHEST POINT OF THE HILL
 NE1288'AND STATION AS
 NE1288'DESCRIBED.
 NE1288'
 NE1288'*TO REACH THE AZIMUTH MARK FROM THE WIRE GATE ON THE WILLIAMS
 NE1288'LAKE ROAD, GO S ON
 NE1288'THE WILLIAMS LAKE ROAD FOR 0.5 MILE TO THE
 NE1288'MARK ON THE RIGHT AS DESCRIBED.
 NE1288'
 NE1288'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION
 NE1288'AND A 50-FOOT
 NE1288'TOWER IS NEEDED.
 NE1288'
 NE1288'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 NE1288
 NE1288                          STATION RECOVERY (1957)
 NE1288
 NE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1288'THE STATION AND ALL MARKS WERE RECOVERED
 NE1288'AS DESCRIBED AND
 NE1288'FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 NE1288'TO REFERENCE MARKS 1 AND 2 WERE
 NE1288'FOUND TO BE THE SAME AS STATED IN
 NE1288'THE 1943 DESCRIPTION.  THE DIRECTIONS TO THE
 NE1288'AZIMUTH MARK AND THE
 NE1288'WEST ACRES WATER TANK (WHICH IS VISIBLE FROM THE GROUND)
 NE1288'CHECKED BY
 NE1288'3.3 SECONDS AND 2.6 SECONDS, RESPECTIVELY, ALSO THE DIRECTIONS
 NE1288'TO REFERENCE MARKS 1
 NE1288'AND 2 CHECKED BY 22 SECONDS AND 5.3 SECONDS,
 NE1288'RESPECTIVELY.  ABOUT A 50-FT. TOWER
 NE1288'WOULD BE REQUIRED FOR THE
 NE1288'AZIMUTH MARK TO SEE.  FOLLOWING IS A COMPLETE
 NE1288'DESCRIPTION-
 NE1288'
 NE1288'THE STATION IS ABOUT 8 MI. W OF THE CENTER OF PONTIAC, 1-1/2
 NE1288'MI. S OF STATE
 NE1288'HIGHWAY 59, ON PROPERTY OWNED BY MR. CHARLES L.
 NE1288'BONAR.  IT IS 0.3 MI. W OF MR.
 NE1288'BONARS LOG HOUSE, ON APPROXIMATELY
 NE1288'THE HIGHEST PART OF THE HILL, 18 FT NW OF A
 NE1288'16-IN. OAK TREE, AND 7
 NE1288'FT. W OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 5 IN.,
 NE1288'AND THE DISK
 NE1288'IS STAMPED BONAR 1943.
 NE1288'
 NE1288'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 NE1288'59 AND WILLIAMS
 NE1288'LAKE ROAD ABOUT 7.8 MI. W OF PONTIAC, GO S ON
 NE1288'WILLIAMS LAKE ROAD FOR 1.2 MI. TO
 NE1288'ELIZABETH LAKE ROAD.  CONTINUE
 NE1288'S ON WILLIAMS LAKE ROAD FOR 0.75 MI. TO A NARROW
 NE1288'GRAVELED DRIVEWAY
 NE1288'ON THE RIGHT (*).  TURN RIGHT AND GO W (UPHILL ON THE GRAVELED
 NE1288'DRIVEWAY) FOR
 NE1288'0.25 MI. TO TWO LOG HOUSES ON THE LEFT.  CONTINUE
 NE1288'W THROUGH WOODS ON WOODS ROAD
 NE1288'(PASSING TO THE N SIDE OF THE MOST
 NE1288'W HOUSE) FOR 0.2 MI. TO THE TOP OF A RIDGE AND A
 NE1288'CLEARING.  TURN
 NE1288'RIGHT AND FOLLOW RIDGE N AND THEN W (CROSSING A SMALL SADDLE) FOR
 NE1288'0.15 MI. TO THE
 NE1288'HIGHEST POINT OF A HILL AND THE STATION.
 NE1288'
 NE1288'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE S ON
 NE1288'WILLIAMS LAKE ROAD
 NE1288'FOR 0.6 MI. TO THE AZIMUTH MARK ON THE RIGHT
 NE1288'ON THE TOP OF A BANK.  THIS IS ABOUT
 NE1288'150 FT. N OF TWO LARGE STONE-GATE
 NE1288'POSTS THAT ARE ON THE OPPOSITE SIDE OF THE ROAD.
 NE1288'
 NE1288'REFERENCE MARK 1 IS 60 FT. SE OF THE 16-IN. OAK TREE, 14 FT.
 NE1288'E OF A TRIPLE
 NE1288'TRUNK OAK TREE, AND IS ABOUT 4 FT. LOWER IN ELEVATION
 NE1288'THAN THE STATION.  THE MONUMENT
 NE1288'PROJECTS 6 IN., AND THE DISK
 NE1288'IS STAMPED BONAR NO 1 1957.
 NE1288'
 NE1288'REFERENCE MARK 2 IS 7 FT. NE OF A 12-IN. OAK TREE, 6 FT. E-SE
 NE1288'OF ANOTHER 12-IN.
 NE1288'OAK TREE, 1 FT. E OF A N-S WIRE FENCE, AND IS
 NE1288'ABOUT 6 FT. LOWER IN ELEVATION THAN
 NE1288'THE STATION.  THE MONUMENT
 NE1288'PROJECTS 2 IN., AND THE DISK IS STAMPED BONAR NO 2
 NE1288'1957.
 NE1288'
 NE1288'THE AZIMUTH MARK IS 34 FT. W OF THE CENTERLINE OF WILLIAMS
 NE1288'LAKE ROAD, AND 2
 NE1288'FT. E OF A N-S WIRE FENCE.  THE MONUMENT PROJECTS
 NE1288'4 IN., AND THE DISK IS STAMPED
 NE1288'BONAR 1943.
 NE1288'
 NE1288'HEIGHT OF LIGHT ABOVE STATION MARK- 22 METERS.
 NE1288
 NE1288                          STATION RECOVERY (1958)
 NE1288
 NE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH)
 NE1288'THE STATION IS LOCATED ABOUT 8 MILES W OF PONTIAC, 1.5 MILES S OF
 NE1288'STATE HIGHWAY 59, ON LAND OWNED
 NE1288'BY CHARLES L. BONAR.  IT IS ABOUT 0.3 MILE WEST OF THE BONAR HOME ON
 NE1288'THE HIGHEST POINT OF THE HILL, 18
 NE1288'FEET NORTHWEST OF A TRIANGULAR-BLAZED 1-FOOT OAK TREE.
 NE1288'THE DISK IS STAMPED BONAR 1943, AND THE MARK
 NE1288'PROJECTS ABOUT 4 INCHES.
 NE1288'
 NE1288'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS
 NE1288'SET IN CONCRETE AS DESCRIBED IN
 NE1288'NOTES 1A, 7A, AND 11A.
 NE1288'
 NE1288'REFERENCE MARK NO. 1 IS 77.95 FEET SOUTH SOUTHEAST OF THE STATION,
 NE1288'60.3 FEET SOUTHEAST OF A
 NE1288'TRIANGULAR-BLAZED 1-FOOT OAK TREE, THE MARK IS ABOUT 4 FEET LOWER IN
 NE1288'ELEVATION THAN THE STATION MARK,
 NE1288'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 NE1288'BONAR NO 1 1943.
 NE1288'
 NE1288'REFERENCE MARK NO. 2 IS 95.87 FEET WNW OF THE STATION, 1 FOOT EAST OF
 NE1288'A N-S FENCE LINE, THE MARK IS
 NE1288'ABOUT 6 FEET LOWER IN ELEVATION THAN THE STATION MARK, THE MARK
 NE1288'PROJECTS ABOUT 4 INCHES AND THE DISK
 NE1288'IS STAMPED BONAR NO 2 1943.
 NE1288'
 NE1288'THE AZIMUTH MARK IS APPROXIMATELY 0.8 MILE SOUTH OF THE STATION,
 NE1288'ALONG THE SOUTHWEST SIDE OF UNION
 NE1288'LAKE ROAD, 0.1 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD EAST,
 NE1288'22.3 FEET SOUTHWEST OF THE
 NE1288'CENTER OF UNION LAKE ROAD, ON PROPERTY LINE BETWEEN HOUSES
 NE1288'NUMBERED 1240 AND 1250, 19.8 FEET NORTH OF
 NE1288'NORTH GATE POST AT DRIVE TO HOUSE 1250, 16
 NE1288'INCHES SOUTH OF POWER POLE WITH TRANSFORMER.  STAMPED BONAR
 NE1288'1943 RESET 1958.
 NE1288'
 NE1288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND U.S.
 NE1288'HIGHWAY 24 AT THE WEST LIMITS OF
 NE1288'PONTIAC, GO WEST ON STATE HIGHWAY 59 FOR 697 MILES TO PONTIAC LAKE
 NE1288'RECREATION AREA AND JUNCTION OF
 NE1288'WILLIAMS LAKE ROAD SOUTH, TURN LEFT AND GO SOUTH FOR
 NE1288'1.25 MILES TO THE CROSSING OF ELIZABETH LAKE ROAD,
 NE1288'CONTINUE STRAIGHT AHEAD FOR 0.75
 NE1288'MILE TO GATE ON THE RIGHT,* HERE TURN RIGHT AND GO WEST 0.25 MILE TO
 NE1288'THE BONAR HOME, KEEP RIGHT OF THE
 NE1288'HOUSE AND FOLLOW WOODS ROAD FOR 0.25 MILE TO EDGE OF WOODS, THENCE
 NE1288'NORTHWEST ACROSS CLEARING FOR 0.15
 NE1288'MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 NE1288'
 NE1288'*TO REACH THE AZIMUTH MARK FROM THE GATE, CONTINUE SOUTH ON THE
 NE1288'WILLIAMS LAKE ROAD FOR 1.15
 NE1288'MILES TO INTERSECTION OF COOLEY ROAD, TURN RIGHT AND GO WEST ON
 NE1288'COOLEY ROAD FOR 0.2 MILE TO
 NE1288'INTERSECTION OF UNION LAKE ROAD, TURN RIGHT AND GO NORTHWEST ON
 NE1288'UNION LAKE ROAD FOR 0.4 MILE TO MARK ON
 NE1288'LEFT AS DESCRIBED.
 NE1288
 NE1288                          STATION RECOVERY (1960)
 NE1288
 NE1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RLS)
 NE1288'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE AZIMUTH
 NE1288'MARK CANNOT BE
 NE1288'SEEN FROM THE STATION AND WAS NOT SEARCHED FOR.  THE 1957
 NE1288'DESCRIPTION IS ADEQUATE FOR
 NE1288'RECOVERY OF THE STATION.
 NE1288
 NE1288                          STATION RECOVERY (1974)
 NE1288
 NE1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 NE1288'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1288'THE 1957
 NE1288'DESCRIPTION IS ADEQUATE FOR THE RECOVERY OF
 NE1288'THE STATION AND REFERENCE
 NE1288'MARKS.
 NE1288'
 NE1288'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 8 MILES WEST OF
 NE1288'PONTIAC
 NE1288
 NE1288                          STATION RECOVERY (1980)
 NE1288
 NE1288'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1288'ALL MARKS, THE STATION, BOTH REFERENCE MARKS AND AZIMUTH MARK, WERE
 NE1288'ALL FOUND IN GOOD CONDITION.  THE 1958 TO REACH IS ADEQUATE, ALTHOUGH
 NE1288'THE WOODS ROAD IS OVERGROWN AND DIFFICULT TO FOLLOW.
 NE1288
 NE1288                          STATION RECOVERY (1996)
 NE1288
 NE1288'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE1288'RECOVERED IN GOOD CONDITION.
 NE1288
 NE1288                          STATION RECOVERY (2002)
 NE1288
 NE1288'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE1288'FOUND STATION, REFERENCE MARK 2 AND RESET AZIMUTH. REFERENCE MARK 1
 NE1288'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0606 ***********************************************************************
 PM0606  DESIGNATION -  BONZ
 PM0606  PID         -  PM0606
 PM0606  STATE/COUNTY-  MI/BENZIE
 PM0606  USGS QUAD   -  
 PM0606
 PM0606                         *CURRENT SURVEY CONTROL
 PM0606  ___________________________________________________________________
 PM0606* NAD 83(1994)-  44 39 05.19702(N)    086 04 28.24367(W)     ADJUSTED  
 PM0606* NAVD 88     -       266.1    (meters)     873.     (feet)  VERTCON   
 PM0606  ___________________________________________________________________
 PM0606  X           -     311,150.787 (meters)                     COMP
 PM0606  Y           -  -4,534,397.889 (meters)                     COMP
 PM0606  Z           -   4,460,037.972 (meters)                     COMP
 PM0606  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 PM0606  ELLIP HEIGHT-         230.70  (meters)          (07/17/02) GPS OBS
 PM0606  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PM0606
 PM0606  HORZ ORDER  -  SECOND
 PM0606  ELLP ORDER  -  FOURTH    CLASS I
 PM0606
 PM0606.The horizontal coordinates were established by GPS observations
 PM0606.and adjusted by the National Geodetic Survey in February 1997..
 PM0606
 PM0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0606
 PM0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0606
 PM0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0606
 PM0606.The ellipsoidal height was determined by GPS observations
 PM0606.and is referenced to NAD 83.
 PM0606
 PM0606.The geoid height was determined by GEOID03.
 PM0606
 PM0606;                    North         East     Units Scale Factor Converg.
 PM0606;SPC MI C     -   149,746.701 5,864,547.954   MT  0.99992562   -1 12 23.2
 PM0606;SPC MI C     -   491,294.95 19,240,642.89   iFT  0.99992562   -1 12 23.2
 PM0606;UTM  16      - 4,944,647.936   573,383.536   MT  0.99966622   +0 39 01.6
 PM0606
 PM0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0606!SPC MI C     -   0.99996383  x   0.99992562  =   0.99988945
 PM0606!UTM  16      -   0.99996383  x   0.99966622  =   0.99963006
 PM0606
 PM0606                          SUPERSEDED SURVEY CONTROL
 PM0606
 PM0606  ELLIP H (02/03/97)  230.74   (m)                       GP(       ) 4 1
 PM0606  NAD 83(1986)-  44 39 05.19893(N)    086 04 28.25061(W) AD(       ) 2
 PM0606  NGVD 29 (12/10/93)  266.2    (m)          873.     (f) GPS OBS        
 PM0606
 PM0606.Superseded values are not recommended for survey control.
 PM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0606.See file dsdata.txt to determine how the superseded data were derived.
 PM0606
 PM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7338444648(NAD 83)
 PM0606_MARKER: A = ALUMINUM MARKER
 PM0606_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PM0606_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PM0606_STAMPING: BONZ
 PM0606_MARK LOGO: NOS   
 PM0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0606+STABILITY: POSITION/ELEVATION WELL
 PM0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PM0606
 PM0606  HISTORY     - Date     Condition        Report By
 PM0606  HISTORY     - 1993     MONUMENTED       NOS
 PM0606  HISTORY     - 19960816 GOOD             USPSQD
 PM0606
 PM0606                          STATION DESCRIPTION
 PM0606
 PM0606'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0606'THE STATION IS LOCATED 2.2 MI (3.5 KM) WEST OF HONOR AND 1.5 MI
 PM0606'(2.4 KM) NORTH OF BEULAH NEAR THE CREST OF A HIGH HILL ALONG U.S.
 PM0606'HIGHWAY 31 IN A GRASSY RIGHT OF WAY WEST OF HIGHWAY 31 AND JUST SOUTH
 PM0606'OF THE SENIC HILL MOTEL.
 PM0606'TO REACH THE STATION FROM THE U.S POST OFFICE IN HONOR, PROCEED WEST
 PM0606'AND SOUTH ON U.S. HIGHWAY 31 FOR 3.7 MI (6.0 KM) TO THE SENIC HILL
 PM0606'MOTEL ON THE RIGHT AND THE STATION JUST PAST THE MOTEL IN A GRASSY
 PM0606'RIGHT OF WAY ON THE RIGHT.
 PM0606'THE STATION IS 23.1 M (75.8 FT) SOUTH-SOUTHEAST OF THE SOUTH-MOST
 PM0606'CORNER OF THE MOTEL BUILDING COMPLEX, 19.5 M (64.0 FT) SOUTHWEST OF
 PM0606'EDGE OF SOUTH-MOST MOTEL DRIVEWAY, 14.8 M (48.6 FT) EAST OF A 6 INCH
 PM0606'DIAMETER TWIN FORKED CHERRY TREE AND 15.0 M (49.2 FT) WEST OF THE
 PM0606'CENTERLINE OF U.S. HIGHWAY 31.
 PM0606
 PM0606                          STATION RECOVERY (1996)
 PM0606
 PM0606'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0598 ***********************************************************************
 QK0598  DESIGNATION -  BOOTJACK USLS 1905
 QK0598  PID         -  QK0598
 QK0598  STATE/COUNTY-  MI/MACKINAC
 QK0598  USGS QUAD   -  CEDARVILLE (1975)
 QK0598
 QK0598                         *CURRENT SURVEY CONTROL
 QK0598  ___________________________________________________________________
 QK0598* NAD 83(1994)-  45 57 21.91547(N)    084 15 44.86726(W)     ADJUSTED  
 QK0598* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0598  ___________________________________________________________________
 QK0598  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 QK0598  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 QK0598
 QK0598  HORZ ORDER  -  FIRST
 QK0598
 QK0598.The horizontal coordinates were established by classical geodetic methods
 QK0598.and adjusted by the National Geodetic Survey in February 1997..
 QK0598
 QK0598.The orthometric height was scaled from a topographic map.
 QK0598
 QK0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0598
 QK0598.The geoid height was determined by GEOID03.
 QK0598
 QK0598;                    North         East     Units Scale Factor Converg.
 QK0598;SPC MI N     -   134,008.679 8,212,167.015   MT  0.99991925   +1 58 43.2
 QK0598;SPC MI N     -   439,661.02 26,942,805.17   iFT  0.99991925   +1 58 43.2
 QK0598;UTM  16      - 5,092,812.755   712,138.844   MT  1.00015328   +1 58 06.6
 QK0598
 QK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0598!SPC MI N     -   0.99997793  x   0.99991925  =   0.99989718
 QK0598!UTM  16      -   0.99997793  x   1.00015328  =   1.00013120
 QK0598
 QK0598:                Primary Azimuth Mark                     Grid Az
 QK0598:SPC MI N     -  BEAVER TAIL USLS 1851                    079 21 32.4
 QK0598:UTM  16      -  BEAVER TAIL USLS 1851                    079 22 09.0
 QK0598
 QK0598|---------------------------------------------------------------------|
 QK0598| PID    Reference Object                     Distance      Geod. Az  |
 QK0598|                                                           dddmmss.s |
 QK0598| QK0562 BEAVER TAIL USLS 1851               APPROX. 7.2 KM 0812015.6 |
 QK0598|---------------------------------------------------------------------|
 QK0598
 QK0598                          SUPERSEDED SURVEY CONTROL
 QK0598
 QK0598  NAD 83(1986)-  45 57 21.90584(N)    084 15 44.86565(W) AD(       ) 1
 QK0598  NAD 27      -  45 57 21.82900(N)    084 15 44.77700(W) AD(       ) 1
 QK0598
 QK0598.Superseded values are not recommended for survey control.
 QK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0598.See file dsdata.txt to determine how the superseded data were derived.
 QK0598
 QK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1213992813(NAD 83)
 QK0598_MARKER: Z = SEE DESCRIPTION
 QK0598_SETTING: 0 = UNSPECIFIED SETTING
 QK0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0598
 QK0598  HISTORY     - Date     Condition        Report By
 QK0598  HISTORY     - 1905     MONUMENTED       USLS
 QK0598  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0598
 QK0598                          STATION DESCRIPTION
 QK0598
 QK0598'DESCRIBED BY US LAKE SURVEY 1905
 QK0598'AT NORTH END OF LAKE HURON, ON BOOT ISLAND, IN GRASSY MEADOW AT
 QK0598'SOUTHEAST END OF ISLAND, AND
 QK0598'APPROXIMATELY AT HIGH-WATER LINE.  MARKED BY NAIL HOLE IN PIECE OF
 QK0598'LEAD IN BOULDER.
 QK0598
 QK0598                          STATION RECOVERY (1964)
 QK0598
 QK0598'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0598'BY BOAT FROM CEDARVILLE.  ON EXTREME SOUTHEAST END OF BOOT ISLAND.
 QK0598'OLD LOG TOWER
 QK0598'STILL STANDING OVER STATION.
 QK0598'
 QK0598'STATION IS MARKED BY A NAIL HOLE IN CHUNK OF LEAD IN BOULDER
 QK0598'AT EDGE OF HIGH
 QK0598'WATER MARK.
 QK0598'
 QK0598'STATION IS 160 FEET WEST OF A BOULDER 7 X 8 X 2 FEET HIGH MARKED WITH
 QK0598'PAINT, 138.5 FEET
 QK0598'WEST NORTHWEST OF A CROSS CUT IN TOP OF HIGHEST POINT
 QK0598'OF A 3 X 4 X 2 FOOT HIGH GRAY
 QK0598'GRANITE BOULDER, 2.4 FEET SOUTHWEST OF A
 QK0598'BLAZED 8 INCH POPLAR TREE AMONG A GROUP OF WIND
 QK0598'FALLEN TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0651 ***********************************************************************
 QK0651  DESIGNATION -  BOOZER
 QK0651  PID         -  QK0651
 QK0651  STATE/COUNTY-  MI/OTSEGO
 QK0651  USGS QUAD   -  GREEN TIMBERS (1986)
 QK0651
 QK0651                         *CURRENT SURVEY CONTROL
 QK0651  ___________________________________________________________________
 QK0651* NAD 83(1994)-  45 08 33.71275(N)    084 30 36.47830(W)     ADJUSTED  
 QK0651* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 QK0651  ___________________________________________________________________
 QK0651  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 QK0651  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 QK0651
 QK0651  HORZ ORDER  -  SECOND
 QK0651
 QK0651.The horizontal coordinates were established by classical geodetic methods
 QK0651.and adjusted by the National Geodetic Survey in February 1997..
 QK0651
 QK0651.The orthometric height was scaled from a topographic map.
 QK0651
 QK0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0651
 QK0651.The geoid height was determined by GEOID03.
 QK0651
 QK0651;                    North         East     Units Scale Factor Converg.
 QK0651;SPC MI C     -   202,918.972 5,988,717.181   MT  0.99991874   -0 06 04.8
 QK0651;SPC MI C     -   665,744.66 19,648,022.25   iFT  0.99991874   -0 06 04.8
 QK0651;UTM  16      - 5,001,818.528   695,751.679   MT  1.00007118   +1 45 55.9
 QK0651
 QK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0651!SPC MI C     -   0.99995335  x   0.99991874  =   0.99987209
 QK0651!UTM  16      -   0.99995335  x   1.00007118  =   1.00002452
 QK0651
 QK0651|---------------------------------------------------------------------|
 QK0651| PID    Reference Object                     Distance      Geod. Az  |
 QK0651|                                                           dddmmss.s |
 QK0651| CH1737 BOOZER RM 1                           7.093 METERS 09220     |
 QK0651| CH1738 BOOZER RM 2                           9.153 METERS 18230     |
 QK0651| CH1736 BOOZER AZ MK                                       3153518.4 |
 QK0651|---------------------------------------------------------------------|
 QK0651
 QK0651                          SUPERSEDED SURVEY CONTROL
 QK0651
 QK0651  NAD 83(1986)-  45 08 33.70542(N)    084 30 36.48271(W) AD(       ) 2
 QK0651  NAD 27      -  45 08 33.65038(N)    084 30 36.38788(W) AD(       ) 2
 QK0651
 QK0651.Superseded values are not recommended for survey control.
 QK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0651.See file dsdata.txt to determine how the superseded data were derived.
 QK0651
 QK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9575201819(NAD 83)
 QK0651_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0651
 QK0651  HISTORY     - Date     Condition        Report By
 QK0651  HISTORY     - 1956     MONUMENTED       CGS
 QK0651  HISTORY     - 1980     GOOD             MIDH
 QK0651  HISTORY     - 19960812 GOOD             USPSQD
 QK0651
 QK0651                          STATION DESCRIPTION
 QK0651
 QK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0651'THE STATION IS LOCATED ON A HIGH TIMBERED RIDGE ABOUT 11 MILES
 QK0651'NORTHEAST OF GAYLORD,
 QK0651'ABOUT 8 MILES EAST OF VANDERBILT, ON THE PROPERTY OF MR. HENRY
 QK0651'BOOZER.  IT IS 123 FEET WEST OF THE
 QK0651'CENTERLINE OF A SANDY WOODS ROAD, 6.5 FEET SOUTH OF A WHITE
 QK0651'WITNESS POST, 11 FEET WEST OF A 6 INCH
 QK0651'OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH
 QK0651'SIDE AND ABOUT 0.05 MILE NORTH OF A CABIN.  THE MARK IS
 QK0651'FLUSH AND THE DISK IS STAMPED
 QK0651'BOOZER 1956.
 QK0651'
 QK0651'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND A PAVED
 QK0651'CROSSROAD IN VANDERBILT, GO
 QK0651'EAST ON PAVED ROAD FOR 3.5 MILES TO A GRAVEL CROSSROAD (FONTONALIS
 QK0651'ROAD) AND THE END OF THE PAVEMENT.
 QK0651'CONTINUE EAST ON THE GRAVEL ROAD (STURGEON
 QK0651'RIVER ROAD) FOR 3.75 MILES TO A GRAVEL SIDE ROAD RIGHT
 QK0651'AND THE AZIMUTH MARK AND THE TT
 QK0651'23 (USGS) MARK ON THE RIGHT.  CONTINUE EAST ON GRAVEL ROAD FOR 0.55
 QK0651'MILE TO A DIM SANDY WOODS ROAD
 QK0651'RIGHT.  TURN RIGHT AND GO SOUTH ON THE SANDY WOODS ROAD FOR 0.65
 QK0651'MILE TO THE MARK ON THE RIGHT.
 QK0651'
 QK0651'REFERENCE MARK 1 IS 100 FEET WEST OF THE CENTERLINE OF THE SANDY
 QK0651'WOODS ROAD, 24 FEET EAST OF
 QK0651'THE WHITE WITNESS POST AND 13 FEET EAST OF THE 6 INCH OAK TREE WITH A
 QK0651'TRIANGULAR BLAZE ON THE SOUTH
 QK0651'SIDE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QK0651'STAMPED BOOZER NO 1 1956.
 QK0651'
 QK0651'REFERENCE MARK 2 IS 125 FEET WEST OF THE CENTERLINE OF THE SANDY
 QK0651'WOODS ROAD, 37 FEET SOUTH OF
 QK0651'THE WHITE WITNESS POST AND 34 FEET SOUTHWEST OF THE 6 INCH OAK TREE
 QK0651'WITH THE TRIANGULAR BLAZE ON THE
 QK0651'SOUTH SIDE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0651'STAMPED BOOZER NO 2 1956.
 QK0651'
 QK0651'THE AZIMUTH MARK IS 31 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0651'104 FEET EAST OF THE
 QK0651'CENTERLINE OF A GRAVEL ROAD, 2 FEET WEST OF A WHITE WITNESS POST AND
 QK0651'2 FEET EAST OF A TELEPHONE
 QK0651'POLE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QK0651'BOOZER 1956.
 QK0651'
 QK0651'TT 23 (USGS) IS 75 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 259
 QK0651'FEET SOUTH OF THE CENTERLINE
 QK0651'OF A GRAVEL ROAD AND 7.5 FEET WEST OF A 6 INCH WILD CHERRY TREE.
 QK0651'THE MARK IS A STANDARD U.S.
 QK0651'GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT 23 RC 1953
 QK0651'986 (FEET) SET IN THE TOP OF A ROUND 5 INCH
 QK0651'CONCRETE POST THAT PROJECTS 7 INCHES.
 QK0651'
 QK0651'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0651
 QK0651                          STATION RECOVERY (1980)
 QK0651
 QK0651'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RG)
 QK0651'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QK0651
 QK0651                          STATION RECOVERY (1996)
 QK0651
 QK0651'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0084 ***********************************************************************
 OK0084  DESIGNATION -  BORM
 OK0084  PID         -  OK0084
 OK0084  STATE/COUNTY-  MI/SAGINAW
 OK0084  USGS QUAD   -  SHIELDS (1975)
 OK0084
 OK0084                         *CURRENT SURVEY CONTROL
 OK0084  ___________________________________________________________________
 OK0084* NAD 83(1994)-  43 24 02.21713(N)    084 04 16.64890(W)     ADJUSTED  
 OK0084* NAVD 88     -       187.536  (meters)     615.27   (feet)  ADJUSTED  
 OK0084  ___________________________________________________________________
 OK0084  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 OK0084  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OK0084  DYNAMIC HT  -         187.497 (meters)     615.15  (feet)  COMP
 OK0084  MODELED GRAV-     980,410.8   (mgal)                       NAVD 88
 OK0084
 OK0084  HORZ ORDER  -  FIRST
 OK0084  VERT ORDER  -  SECOND    CLASS 0
 OK0084
 OK0084.The horizontal coordinates were established by classical geodetic methods
 OK0084.and adjusted by the National Geodetic Survey in February 1997..
 OK0084
 OK0084.The orthometric height was determined by differential leveling
 OK0084.and adjusted by the National Geodetic Survey in June 1991..
 OK0084
 OK0084.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0084
 OK0084.The geoid height was determined by GEOID03.
 OK0084
 OK0084.The dynamic height is computed by dividing the NAVD 88
 OK0084.geopotential number by the normal gravity value computed on the
 OK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0084.degrees latitude (g = 980.6199 gals.).
 OK0084
 OK0084.The modeled gravity was interpolated from observed gravity values.
 OK0084
 OK0084;                    North         East     Units Scale Factor Converg.
 OK0084;SPC MI S     -   211,162.226 4,023,926.812   MT  0.99994734   +0 12 03.6
 OK0084;SPC MI S     -   692,789.46 13,201,859.62   iFT  0.99994734   +0 12 03.6
 OK0084;UTM  16      - 4,809,470.690   737,163.398   MT  1.00029194   +2 00 47.7
 OK0084;UTM  17      - 4,809,886.483   251,289.805   MT  1.00036096   -2 06 40.9
 OK0084
 OK0084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0084!SPC MI S     -   0.99997593  x   0.99994734  =   0.99992327
 OK0084!UTM  16      -   0.99997593  x   1.00029194  =   1.00026787
 OK0084!UTM  17      -   0.99997593  x   1.00036096  =   1.00033688
 OK0084
 OK0084:                Primary Azimuth Mark                     Grid Az
 OK0084:SPC MI S     -  MIKE HAGLES ESTATE WATER TANK            013 47 57.4
 OK0084:UTM  16      -  MIKE HAGLES ESTATE WATER TANK            011 59 13.3
 OK0084:UTM  17      -  MIKE HAGLES ESTATE WATER TANK            016 06 41.9
 OK0084
 OK0084|---------------------------------------------------------------------|
 OK0084| PID    Reference Object                     Distance      Geod. Az  |
 OK0084|                                                           dddmmss.s |
 OK0084| OK0515 MIKE HAGLES ESTATE WATER TANK       APPROX. 6.3 KM 0140001.0 |
 OK0084| OJ1050 SAGINAW CONSUMERS POWER N STK       APPROX.15.9 KM 0530048.6 |
 OK0084| OJ1051 SAGINAW CONSUMERS POWER S STK       APPROX.15.8 KM 0531305.1 |
 OK0084| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX.13.3 KM 0654111.2 |
 OK0084| OJ1046 SAGINAW COURTHOUSE                  APPROX. 8.8 KM 0772935.9 |
 OK0084| OJ1047 SAGINAW HOLY FAMILY CATH CH         APPROX.10.0 KM 0794935.8 |
 OK0084| OJ1049 SAGINAW SONORA TALKING MACH FP      APPROX. 7.5 KM 0853905.3 |
 OK0084| OK0520 CHESANING MUNICIPAL TANK            APPROX.24.2 KM 1881620.3 |
 OK0084| OK0519 CHESANING G M P PACKING CO TK       APPROX.23.0 KM 1885306.9 |
 OK0084| OK0517 ST CHARLES MUNICIPAL TANK           APPROX.12.5 KM 2054057.4 |
 OK0084| OK0518 ST CHARLES R GAGE COAL 8 STACK      APPROX.12.3 KM 2184407.3 |
 OK0084| CH0824 BORM RM 1                            33.452 METERS 24111     |
 OK0084| CH0825 BORM RM 2                            55.145 METERS 32655     |
 OK0084| CH0823 BORM AZ MK                                         3564937.8 |
 OK0084|---------------------------------------------------------------------|
 OK0084
 OK0084                          SUPERSEDED SURVEY CONTROL
 OK0084
 OK0084  NAD 83(1986)-  43 24 02.20745(N)    084 04 16.67033(W) AD(       ) 1
 OK0084  NAD 27      -  43 24 02.11099(N)    084 04 16.74440(W) AD(       ) 1
 OK0084  NGVD 29 (??/??/92)  187.718  (m)          615.87   (f) ADJ UNCH    2 0
 OK0084
 OK0084.Superseded values are not recommended for survey control.
 OK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0084.See file dsdata.txt to determine how the superseded data were derived.
 OK0084
 OK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3716309471(NAD 83)
 OK0084_MARKER: DS = TRIANGULATION STATION DISK
 OK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0084_STAMPING: BORM 1932
 OK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0084+STABILITY: SURFACE MOTION
 OK0084
 OK0084  HISTORY     - Date     Condition        Report By
 OK0084  HISTORY     - 1932     MONUMENTED       CGS
 OK0084  HISTORY     - 1934     GOOD             NGS
 OK0084  HISTORY     - 1966     MARK NOT FOUND   USGS
 OK0084  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0084  HISTORY     - 1974     SEE DESCRIPTION  USGS
 OK0084  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0084  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0084
 OK0084                          STATION DESCRIPTION
 OK0084
 OK0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0084'ABOUT 6 MILES SOUTH AND 2
 OK0084'MILES WEST OF BELL
 OK0084'TELEPHONE BUILDING IN SAGINAW, ON PROPERTY OF MR. RICHARD
 OK0084'BORM, ON HIGHEST POINT IN PASTURE,
 OK0084'ABOUT 300 FEET SOUTH BY WEST OF BORMS FARMHOUSE,
 OK0084'ABOUT 300 FEET SOUTHEAST OF T-INTERSECTION, ABOUT 400
 OK0084'FEET NORTH OF PERE
 OK0084'MARQUETTE RAILWAY, 75 FEET EAST OF NORTH-AND-SOUTH ROAD, 67 FEET EAST
 OK0084'OF GROUP OF 5 MAPLE TREES
 OK0084'GROWING FROM SAME BASE, AND 84.5 FEET SOUTH OF LARGE OAK TREE
 OK0084'WHICH HAS FLAT SIDE.  TO REACH FROM
 OK0084'SAGINAW, FOLLOW ROUTE M-46 TO BRIDGE ACROSS
 OK0084'TITTABAWASSEE RIVER, CRISS BRIDGE, CONTINUE WEST 0.3
 OK0084'MILE TO FIRST CROSSROADS,
 OK0084'TURN SOUTH, CONTINUE 1.0 MILE TO CROSSROADS, TURN RIGHT, AND GO 0.9
 OK0084'MILE TO BORMS FARM AND STATION
 OK0084'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 OK0084'MARKS IN CONCRETE, NOTES 1A AND 7A.
 OK0084'UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE
 OK0084'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 OK0084'CONCRETE, NOTE 11A.  NO. 1
 OK0084'PROJECTS 4 INCHES, IS ON FENCE LINE PARALLELING NORTH-AND-SOUTH
 OK0084'ROAD, 25 FEET EAST OF CENTER
 OK0084'LINE OF ROAD, 35 FEET SOUTH OF 18-INCH OAK TREE, 24 FEET NORTH OF
 OK0084'24-INCH OAK TREE, 20 FEET WEST
 OK0084'OF 24-INCH MAPLE TREE, AND 109.75 FEET FROM STATION IN
 OK0084'AZIMUTH 61 DEG. 11 MIN.  NO. 2 PROJECTS 5
 OK0084'INCHES, AND IS ON NORTH-AND-SOUTH FENCE LINE,
 OK0084'18 FEET CAST OF CENTER LINE OF ROAD, AND 180.92 FEET FROM
 OK0084'STATION IN AZIMUTH 146 DEG. 55 MIN.
 OK0084'AZIMUTH MARK PROJECTS 8 INCHES, IS 10.5 FEET EAST OF CENTER LINE OF
 OK0084'ROAD, IN NORTHWEST CORNER OF FIELD,
 OK0084'1 FOOT EAST OF NORTH-AND-SOUTH FENCE LINE, 2 FEET SOUTH OF
 OK0084'EAST-AND-WEST FENCE LINE, AND
 OK0084'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 176 DEG.
 OK0084'49 MIN. 37 SEC.  SILO ON TIM O
 OK0084'HERNS FARM IS 1 MILE FROM STATION IN AZIMUTH 127 DEG. 18 MIN. 05
 OK0084'SEC., OAK TREE IS 84.5 FEET DISTANT IN AZIMUTH 173
 OK0084'DEG., AND MAPLE TREE IS 67 FEET DISTANT IN
 OK0084'AZIMUTH 92 DEG.
 OK0084
 OK0084                          STATION RECOVERY (1934)
 OK0084
 OK0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 OK0084'1.6 MI W FROM PAINES.
 OK0084'1.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0084'STATION AT PAINES, SAGINAW COUNTY, ON THE FARM OF MR. BORM, IN
 OK0084'THE MIDDLE OF THE FIELD, 100 YARDS NORTH OF THE TRACK, 45 YARDS
 OK0084'EAST OF A DIRT ROAD, 1.5 FEET HIGHER THAN THE ROAD, AND LEVEL
 OK0084'WITH THE TOP OF THE GROUND.  A STANDARD TRIANGULATION-STATION
 OK0084'DISK, STAMPED BORM 1932 AND SET IN THE TOP OF A CONCRETE POST.
 OK0084
 OK0084                          STATION RECOVERY (1966)
 OK0084
 OK0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0084'MARK NOT FOUND.
 OK0084
 OK0084                          STATION RECOVERY (1969)
 OK0084
 OK0084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 OK0084'STATION WAS NOT RECOVERED AND IS BELIEVED LOST.  A MR. BORM WHO IS
 OK0084'THE SON OF MR.
 OK0084'RICHARD BORM, MENTIONED IN ORIGINAL DESCRIPTION, STATES THAT
 OK0084'THE HIGH POINT IN THE PASTURE
 OK0084'WHERE THE MARK WAS SET WAS SOLD SEVERAL
 OK0084'YEARS AGO TO A LOCAL SAND COMPANY.  A PIECE OF
 OK0084'CONCRETE BELIEVED TO HAVE
 OK0084'RM 1 WAS FOUND.  NO TRACE WAS FOUND OF ANY OTHER MARKS.
 OK0084'
 OK0084'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES S.
 OK0084'OF SAGINAW
 OK0084
 OK0084                          STATION RECOVERY (1974)
 OK0084
 OK0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JPM)
 OK0084'A THOROUGH SEARCH OF THE DESCRIBED AREAS FAILED TO TURN UP ANY
 OK0084'EVIDENCE OF THE
 OK0084'TRIANGULATION STATION, RM 1, RM 2, OR THE AZIMUTH MARK.  MR. BORM, ON
 OK0084'WHOSE PROPERTY THE
 OK0084'TRIANGULATION STATION WAS LOCATED, STATED THAT THE STATE
 OK0084'HIGHWAY DEPT. HAS PURCHASED RIGHT OF
 OK0084'WAY LAND, AND DUG A SEWER LINE IN THE
 OK0084'VICINITY OF TRIANGULATION STATION BORM.  HIGHWAY
 OK0084'CONSTRUCTION PROBABLY RESUITED
 OK0084'IN THE DESTRUCTION OF ALL MARKS (STATION, RM 1, RM 2, AND AZIMUTH
 OK0084'MK.) MR. J. PATRICK
 OK0084'RYAN REPORTED TRI STATION, AND RM 1 DESTROYED IN 1966, HE ALSO
 OK0084'NOTED THAT RM 2 WAS OKAY.  AS
 OK0084'NOTED ABOVE
 OK0084'RM 2 AND AZIMUTH MARK WERE NOT FOUND BY
 OK0084'ME IN 08/74.
 OK0084'
 OK0084'QUOTE PRIMARY REFERENCE ABOUT 6 MILES SOUTH AND 2 MILES WEST OF BELL
 OK0084'TELEPHONE BUILDING IN
 OK0084'SAGINAW
 OK0084
 OK0084                          STATION RECOVERY (1994)
 OK0084
 OK0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0084'MARK NOT FOUND.
 OK0084
 OK0084                          STATION RECOVERY (2001)
 OK0084
 OK0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1546 ***********************************************************************
 NF1546  DESIGNATION -  BORSUM
 NF1546  PID         -  NF1546
 NF1546  STATE/COUNTY-  MI/EATON
 NF1546  USGS QUAD   -  NEEDMORE (1980)
 NF1546
 NF1546                         *CURRENT SURVEY CONTROL
 NF1546  ___________________________________________________________________
 NF1546* NAD 83(1994)-  42 42 43.56510(N)    084 47 52.35733(W)     ADJUSTED  
 NF1546* NAVD 88     -       277.75   (+/-2cm)     911.3    (feet)  VERTCON   
 NF1546  ___________________________________________________________________
 NF1546  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 NF1546  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NF1546
 NF1546  HORZ ORDER  -  FIRST
 NF1546  VERT ORDER  -  THIRD ? (See Below)
 NF1546
 NF1546.The horizontal coordinates were established by classical geodetic methods
 NF1546.and adjusted by the National Geodetic Survey in February 1997..
 NF1546
 NF1546.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1546.The vertical order pertains to the NGVD 29 superseded value.
 NF1546
 NF1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1546
 NF1546.The geoid height was determined by GEOID03.
 NF1546
 NF1546;                    North         East     Units Scale Factor Converg.
 NF1546;SPC MI S     -   134,727.319 3,964,678.257   MT  0.99991141   -0 17 36.4
 NF1546;SPC MI S     -   442,018.76 13,007,474.60   iFT  0.99991141   -0 17 36.4
 NF1546;UTM  16      - 4,731,196.222   680,330.768   MT  1.00000009   +1 29 38.9
 NF1546
 NF1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1546!SPC MI S     -   0.99996175  x   0.99991141  =   0.99987317
 NF1546!UTM  16      -   0.99996175  x   1.00000009  =   0.99996184
 NF1546
 NF1546|---------------------------------------------------------------------|
 NF1546| PID    Reference Object                     Distance      Geod. Az  |
 NF1546|                                                           dddmmss.s |
 NF1546| CH0826 BORSUM RM 1                          27.264 METERS 13907     |
 NF1546| CH0827 BORSUM RM 2                          30.221 METERS 21239     |
 NF1546| NF1552 BORSUM AZ MK 1976                   APPROX. 0.6 KM 2583003.8 |
 NF1546|---------------------------------------------------------------------|
 NF1546
 NF1546                          SUPERSEDED SURVEY CONTROL
 NF1546
 NF1546  NAD 83(1986)-  42 42 43.56327(N)    084 47 52.37514(W) AD(       ) 1
 NF1546  NAD 27      -  42 42 43.43636(N)    084 47 52.42031(W) AD(       ) 1
 NF1546  NGVD 29 (07/19/86)  277.87   (m)          911.6    (f) LEVELING    3  
 NF1546
 NF1546.Superseded values are not recommended for survey control.
 NF1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1546.See file dsdata.txt to determine how the superseded data were derived.
 NF1546
 NF1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8033131196(NAD 83)
 NF1546_MARKER: DS = TRIANGULATION STATION DISK
 NF1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1546_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1546
 NF1546  HISTORY     - Date     Condition        Report By
 NF1546  HISTORY     - 1976     MONUMENTED       NGS
 NF1546
 NF1546                          STATION DESCRIPTION
 NF1546
 NF1546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1546'NO MEASUREMENT BETWEEN RMS DUE TO TREES IN LINE.
 NF1546'
 NF1546'THE STATION IS LOCATED ABOUT 7 MILES NORTH-NORTHWEST OF POTTERVILLE,
 NF1546'6 MILES SOUTHEAST OF MULLIKEN, 4 MILES SOUTHWEST OF GRAND LEDGE.  IT
 NF1546'IS NEAR THE SOUTHEAST CORNER OF SECTION 20.  T 4 N, R 4 W AND ON
 NF1546'PROPERTY OWNED BY MR. TED BORSOM, 2085 MT. HOPE ROAD, GRAND LEDGE,
 NF1546'MICHIGAN 48837.  PHONE NUMBER 517-627-5066.
 NF1546'
 NF1546'TO REACH FROM THE JUNCTION OF STATE ROUTE 43 AND 100 AT THE SOUTH
 NF1546'EDGE OF GRAND LEDGE, GO SOUTH ON STATE ROUTE 100 FOR 2.0 MILES TO A
 NF1546'PAVED CROSSROAD (MT. HOPE HIGHWAY.) TURN RIGHT AND GO WEST ON
 NF1546'MT. HOPE HIGHWAY FOR 2.0 MILES TO A PAVED CROSSROAD (ONEIDA ROAD).
 NF1546'CONTINUE AHEAD WEST ON MT. HOPE HIGHWAY FOR 1.0 MILE TO A FIELD
 NF1546'ROAD ON THE RIGHT, NORTH SIDE OF ROAD AND STATION.
 NF1546'
 NF1546'STATION MARKS ARE STANDARD DISKS STAMPED BORSUM 1976.  THE SURFACE
 NF1546'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1546'THAT IS 18 INCHES BELOW GROUND SURFACE.  IT IS 48.5 FEET NORTH OF
 NF1546'THE APPROXIMATE CENTER OF HIGHWAY AND 20 FEET NORTHWEST OF METAL
 NF1546'WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN
 NF1546'THE TOP OF AN IRREGULAR MASS OF CONCRETE 43 INCHES BELOW THE
 NF1546'GROUND SURFACE.
 NF1546'
 NF1546'REFERENCE MARK 1, A STANDARD DISK STAMPED BORSUM NO 1 1976, IS SET
 NF1546'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1546'WITH THE GROUND SURFACE.  IT IS 79 FEET SOUTHEAST OF THE METAL
 NF1546'WITNESS POST AND 27 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY.
 NF1546'
 NF1546'REFERENCE MARK 2, A STANDARD DISK STAMPED BORSUM NO 2 1976, IS SET
 NF1546'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1546'WITH THE GROUND SURFACE.  IT IS 88 FEET SOUTHWEST OF THE METAL
 NF1546'WITNESS POST AND 27 FEET SOUTH OF THE APPROXIMATE CENTER OF HIGHWAY.
 NF1546'
 NF1546'THE AZIMUTH MARK, A STANDARD DISK STAMPED BORSUM 1976, IS SET IN
 NF1546'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1546'WITH THE GROUND SURFACE.  IT IS 22 FEET SOUTH OF A LARGE APPLE TREE,
 NF1546'4 FEET EAST OF THE SOUTHEAST CORNER OF SHED AND 3.5 FEET EAST OF
 NF1546'METAL WITNESS POST WITH SIGN ATTACHED.
 NF1546'
 NF1546'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON MT. HOPE
 NF1546'HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT, SOUTH SIDE OF
 NF1546'HIGHWAY.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.05 MILE TO SHED
 NF1546'AND THE MARK IS AT THE SOUTHEAST CORNER OF THE SHED.
 NF1546'
 NF1546'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1546'
 NF1546'NEAREST TOWN--GRAND LEDGE.
 NF1546'
 NF1546'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1552 ***********************************************************************
 NF1552  DESIGNATION -  BORSUM AZ MK 1976
 NF1552  PID         -  NF1552
 NF1552  STATE/COUNTY-  MI/EATON
 NF1552  USGS QUAD   -  NEEDMORE (1980)
 NF1552
 NF1552                         *CURRENT SURVEY CONTROL
 NF1552  ___________________________________________________________________
 NF1552* NAD 83(1994)-  42 42 39.90469(N)    084 48 16.75150(W)     ADJUSTED  
 NF1552* NAVD 88     -       273.4    (meters)     897.     (feet)  VERTCON   
 NF1552  ___________________________________________________________________
 NF1552  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 NF1552  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NF1552
 NF1552  HORZ ORDER  -  SECOND
 NF1552
 NF1552.The horizontal coordinates were established by classical geodetic methods
 NF1552.and adjusted by the National Geodetic Survey in February 1997..
 NF1552
 NF1552.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1552
 NF1552.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1552
 NF1552.The geoid height was determined by GEOID03.
 NF1552
 NF1552;                    North         East     Units Scale Factor Converg.
 NF1552;SPC MI S     -   134,617.244 3,964,122.619   MT  0.99991146   -0 17 53.0
 NF1552;SPC MI S     -   441,657.62 13,005,651.64   iFT  0.99991146   -0 17 53.0
 NF1552;UTM  16      - 4,731,068.858   679,778.786   MT  0.99999765   +1 29 22.2
 NF1552
 NF1552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1552!SPC MI S     -   0.99996244  x   0.99991146  =   0.99987390
 NF1552!UTM  16      -   0.99996244  x   0.99999765  =   0.99996009
 NF1552
 NF1552|---------------------------------------------------------------------|
 NF1552| PID    Reference Object                     Distance      Geod. Az  |
 NF1552|                                                           dddmmss.s |
 NF1552| NF1548 BORSUM AZ MK A PT 1976                9.365 METERS 02556     |
 NF1552| NF1546 BORSUM                              APPROX. 0.6 KM 0782947.3 |
 NF1552|---------------------------------------------------------------------|
 NF1552
 NF1552                          SUPERSEDED SURVEY CONTROL
 NF1552
 NF1552  NAD 83(1986)-  42 42 39.90286(N)    084 48 16.76930(W) AD(       ) 2
 NF1552  NAD 27      -  42 42 39.77599(N)    084 48 16.81370(W) AD(       ) 2
 NF1552  NGVD 29 (07/19/86)  273.5    (m)          897.     (f) VERT ANG       
 NF1552
 NF1552.Superseded values are not recommended for survey control.
 NF1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1552.See file dsdata.txt to determine how the superseded data were derived.
 NF1552
 NF1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7977931069(NAD 83)
 NF1552_MARKER: DZ = AZIMUTH MARK DISK
 NF1552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1552+STABILITY: SURFACE MOTION
 NF1552
 NF1552  HISTORY     - Date     Condition        Report By
 NF1552  HISTORY     - 1976     MONUMENTED       NGS
 NF1552
 NF1552                          STATION DESCRIPTION
 NF1552
 NF1552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1552'STATION MARK, A STANDARD DISK STAMPED BORSUM 1976, IS SET IN THE TOP
 NF1552'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1552'GROUND SURFACE.  IT IS 22 FEET SOUTH OF A LARGE APPLE TREE, 4 FEET
 NF1552'EAST OF THE SOUTHEAST CORNER OF SHED AND 3.5 FEET EAST OF METAL
 NF1552'WITNESS POST WITH SIGN ATTACHED.
 NF1552'
 NF1552'TO REACH THE STATION MARK FROM STATION BORSUM GO WEST ON MT. HOPE
 NF1552'HIGHWAY FOR 0.3 MILE TO A DRIVEWAY ON THE LEFT, SOUTH SIDE OF
 NF1552'HIGHWAY.  TURN LEFT AND GO SOUTH ON DRIVEWAY FOR 0.05 MILE TO SHED
 NF1552'AND THE MARK IS AT THE SOUTHEAST CORNER OF THE SHED.
 NF1552'
 NF1552'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1430 ***********************************************************************
 NE1430  DESIGNATION -  BOSTON
 NE1430  PID         -  NE1430
 NE1430  STATE/COUNTY-  MI/WAYNE
 NE1430  USGS QUAD   -  BELLEVILLE (1980)
 NE1430
 NE1430                         *CURRENT SURVEY CONTROL
 NE1430  ___________________________________________________________________
 NE1430* NAD 83(1994)-  42 10 34.87556(N)    083 26 05.92047(W)     ADJUSTED  
 NE1430* NAVD 88     -       201.3    (meters)     660.     (feet)  GPS OBS   
 NE1430  ___________________________________________________________________
 NE1430  X           -     541,240.698 (meters)                     COMP
 NE1430  Y           -  -4,702,950.901 (meters)                     COMP
 NE1430  Z           -   4,260,252.760 (meters)                     COMP
 NE1430  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 NE1430  ELLIP HEIGHT-         166.79  (meters)          (07/12/02) GPS OBS
 NE1430  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1430
 NE1430  HORZ ORDER  -  FIRST
 NE1430  ELLP ORDER  -  FOURTH    CLASS I
 NE1430
 NE1430.The horizontal coordinates were established by classical geodetic methods
 NE1430.and adjusted by the National Geodetic Survey in February 1997..
 NE1430
 NE1430.The orthometric height was determined by GPS observations and a
 NE1430.high-resolution geoid model.
 NE1430
 NE1430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1430
 NE1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1430
 NE1430.The ellipsoidal height was determined by GPS observations
 NE1430.and is referenced to NAD 83.
 NE1430
 NE1430.The geoid height was determined by GEOID03.
 NE1430
 NE1430;                    North         East     Units Scale Factor Converg.
 NE1430;SPC MI S     -    75,554.537 4,076,974.726   MT  0.99998280   +0 38 02.5
 NE1430;SPC MI S     -   247,882.34 13,375,901.33   iFT  0.99998280   +0 38 02.5
 NE1430;UTM  17      - 4,672,227.061   298,892.624   MT  1.00009767   -1 38 07.5
 NE1430
 NE1430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1430!SPC MI S     -   0.99997384  x   0.99998280  =   0.99995664
 NE1430!UTM  17      -   0.99997384  x   1.00009767  =   1.00007151
 NE1430
 NE1430:                Primary Azimuth Mark                     Grid Az
 NE1430:SPC MI S     -  BOSTON AZ MK                             148 26 59.3
 NE1430:UTM  17      -  BOSTON AZ MK                             150 43 09.3
 NE1430
 NE1430|---------------------------------------------------------------------|
 NE1430| PID    Reference Object                     Distance      Geod. Az  |
 NE1430|                                                           dddmmss.s |
 NE1430| CH0828 BOSTON AZ MK                                       1490501.8 |
 NE1430| CH0829 BOSTON RM 1                          30.205 METERS 21106     |
 NE1430| NE1427 TT 42 L USGS 1943                    16.977 METERS 30548     |
 NE1430|---------------------------------------------------------------------|
 NE1430
 NE1430                          SUPERSEDED SURVEY CONTROL
 NE1430
 NE1430  ELLIP H (02/03/97)  166.83   (m)                       GP(       ) 4 1
 NE1430  NAD 83(1986)-  42 10 34.88379(N)    083 26 05.94182(W) AD(       ) 1
 NE1430  NAD 27      -  42 10 34.73500(N)    083 26 06.16800(W) AD(       ) 1
 NE1430
 NE1430.Superseded values are not recommended for survey control.
 NE1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1430.See file dsdata.txt to determine how the superseded data were derived.
 NE1430
 NE1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9889372227(NAD 83)
 NE1430_MARKER: DS = TRIANGULATION STATION DISK
 NE1430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1430_SP_SET: SQUARE CONCRETE MONUMENT
 NE1430_STAMPING: BOSTON 1943
 NE1430_MARK LOGO: CGS   
 NE1430_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1430+STABILITY: SURFACE MOTION
 NE1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1430+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1994
 NE1430
 NE1430  HISTORY     - Date     Condition        Report By
 NE1430  HISTORY     - 1943     MONUMENTED       CGS
 NE1430  HISTORY     - 1943     GOOD             CGS
 NE1430  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1430  HISTORY     - 1980     GOOD             MIDH
 NE1430  HISTORY     - 1980     GOOD             NGS
 NE1430  HISTORY     - 19800828 GOOD             NGS
 NE1430  HISTORY     - 1989     GOOD             USPSQD
 NE1430  HISTORY     - 19930518 GOOD             LOCENG
 NE1430  HISTORY     - 19930518 GOOD             LOCENG
 NE1430  HISTORY     - 19940922 GOOD             WADTRI
 NE1430
 NE1430                          STATION DESCRIPTION
 NE1430
 NE1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1430'STATION IS LOCATED
 NE1430'ON THE SECTION
 NE1430'LINE BETWEEN SECS. 36 AND 1, T. 4 S. T. 3 S. R.
 NE1430'8 E. AND ABOUT 2.0 MILES NW OF
 NE1430'THE VILLEGE OF NEW BOSTON.  THE
 NE1430'MARK IS SET ON A PROPERTY LINE, 56 FEET E OF
 NE1430'SAVAGE ROAD AT ITS
 NE1430'JUNCTION WITH BEMIS ROAD.  IT IS 5.0 FEET W OF A REFERENCE
 NE1430'POST.  THE
 NE1430'DISK IS STAMPED BOSTON 1943.
 NE1430'
 NE1430'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1430'DISKS SET IN
 NE1430'CONCRETE AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 NE1430'
 NE1430'REFERENCE MARK 1 IS 99.10 FEET SW OF THE STATION.  IT IS 25
 NE1430'FEET W OF THE
 NE1430'CENTER LINE OF SAVAGE ROAD AND 1.0 FOOT E OF A N-S
 NE1430'FENCELINE.  THE DISK IS STAMPED
 NE1430'BOSTON NO 1 1943.
 NE1430'
 NE1430'TT 42 L (U.S.G.S.) IS 55.70 FEET NW OF THE STATION.  THIS MARK
 NE1430'WAS USED AS
 NE1430'REFERENCE MARK 2.  IT IS 30 FEET E OF THE CENTER LINE
 NE1430'OF SAVEGE ROAD AT THE JUNCTION
 NE1430'OF BEMIS ROAD AND 12 FEET N OF A ROAD
 NE1430'SIGNPOST.  THE DISK IS A U.S. GEOLOGICAL SURVEY
 NE1430'BENCH MARK STAMPED
 NE1430'TT 42 L 1935, AND 662 FEET ABOVE SEA LEVEL.
 NE1430'
 NE1430'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SSW OF THE STATION.
 NE1430'IT IS 36 FEET SW
 NE1430'OF THE FRED C.  REINTZ MAILBOX, 31 FEET W OF THE
 NE1430'CENTER LINE OF SAVAGE ROAD, 6.2
 NE1430'FEET NW OF A 36-INCH OAK TREE, AND
 NE1430'4.8 FEET S OF A REFERENCE POST.  THE DISK IS
 NE1430'STAMPED BOSTON 1943.
 NE1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON SAVAGE ROAD
 NE1430'FOR 0.25 MILE TO
 NE1430'THE MARK ON THE RIGHT.
 NE1430'
 NE1430'TO REACH THE STATION FROM THE VILLAGE OF BELLEVILLE AT THE
 NE1430'JUNCTION OF
 NE1430'MICHIGAN HIGHWAY 56 AND SUMPTER ROAD, GO S ON SUMPTER
 NE1430'ROAD FOR 2.0 MILES, TURN LEFT
 NE1430'OR E ON BEMIS ROAD AND GO 2.4 MILES
 NE1430'TO THE T-INTERSECTION OF SAVAGE ROAD AND STATION
 NE1430'AS DESCRIBED.
 NE1430'
 NE1430'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1430
 NE1430                          STATION RECOVERY (1943)
 NE1430
 NE1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NE1430'RECOVERED IN GOOD CONDITION.
 NE1430
 NE1430                          STATION RECOVERY (1971)
 NE1430
 NE1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (DCS)
 NE1430'THE STATION, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK WERE
 NE1430'RECOVERED AD
 NE1430'DESCRIBED.  TT 42 L (USGS) HAS BEEN MOVED AND IS NOW 48.3 FEET NW OF
 NE1430'THE STATION.
 NE1430'
 NE1430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN.  2 MILES NW OF NEW
 NE1430'BOSTON.
 NE1430
 NE1430                          STATION RECOVERY (1980)
 NE1430
 NE1430'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1430'THE STATION SURFACE MARK WAS FOUND IN GOOD CONDITION.  RM 1 IS LOST.
 NE1430'THE MONUMENT WAS FOUND LYING IN A PARKING LOT.  THE DISK HAD BEEN
 NE1430'REMOVED.  THE LINE TO THE AZIMUTH MARK IS BLOCKED BY A LARGE OAK TREE.
 NE1430'THE DESCRIPTION AND TO REACH ARE ADEQUATE.
 NE1430
 NE1430                          STATION RECOVERY (1980)
 NE1430
 NE1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NE1430'STATION MARK, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  RM 2
 NE1430'FOUND OUT OF THE GROUND IN A GROCERY PARKING LOT.  THE DISK WAS
 NE1430'SALVAGED.  USGS BM TT 42 L FOUND IN GOOD CONDITION ALTHOUGH THE MARK
 NE1430'APPARENTLY HAD BEEN MOVED AS A PARK RANGER SAID THAT THE WIDENING OF
 NE1430'PARK ENTRANCE.  THE MEASUREMENT WAS SHORTER BY 2.26 METERS.  THE 1943
 NE1430'AZIMUTH MARK WAS NOT VISIBLE AT GROUND LEVEL TO THE STATION AND NO
 NE1430'PLACE TO SET A NEW ONE WITHOUT A TOWER.  A POLARIS OBSERVATION WILL
 NE1430'HAVE TO BE TAKEN TO VERIFY MARK AT LATER DATE WHEN TIME AND WEATHER
 NE1430'PERMITS.
 NE1430'
 NE1430'THE STATION IS LOCATED AT THE ENTRANCE TO THE LOWER HURON METRO PARK.
 NE1430'
 NE1430'TO REACH STATION FROM JUNCTION OF SUMPTER ROAD AND HURON RIVER DRIVE
 NE1430'AND SAVAGE ROAD, GO S ON SAVAGE ROAD FOR 2.4 MILE TO THE PARK ENTRANCE
 NE1430'AND STATION ON LEFT AS DESCRIBED.
 NE1430'
 NE1430'STATION MARKS ARE STANDARD DISKS, STAMPED---BOSTON 1943---.  IT IS 56
 NE1430'FT E OF CENTERLINE OF SAVAGE ROAD, 71 FT S OF CENTERLINE OF THE PARK
 NE1430'ENTRANCE, 10.5 FT E OF A 3 INCH PIPE PROJECTING 4 FT AND SET IN A SLAB
 NE1430'OF CONCRETE, 26 FT NE OF A POWERLINE POLE, 23 FT NE OF THE CENTER OF A
 NE1430'METAL MANHOLE COVER AND 3 FT S OF A WOODEN RAIL FENCE.  THE MARK
 NE1430'PROJECTS 2 INCHES.
 NE1430'
 NE1430'REFERENCE MARK 2 A STANDARD DISK, STAMPED---BOSTON 1943 NO 2
 NE1430'1980---.  IT IS A STANDARD ALUMINUM MARKER SET IN CONCRETE.  IT IS
 NE1430'69 FT E OF THE CENTERLINE OF SAVAGE ROAD, 68 FT S OF THE CENTERLINE
 NE1430'OF THE PARK ENTRANCE AND 0.5 FT N OF THE RAIL FENCE.  THE MARK IS
 NE1430'FLUSH.
 NE1430'
 NE1430'USGS BM. TT 42 L A STANDARD USGS DISK STAMPED---TT42L 1935---.  IT IS
 NE1430'2 FT W OF THE FENCE, 57 FT E OF CENTERLINE OF HAGGERTY ROAD, 23 FT S
 NE1430'OF THE PARK ENTRANCE, 3.5 FT S OF A STONE GATE POST AND 3 FT N OF A
 NE1430'STONE POST.  THE MARK IS FLUSH WITH THE GROUND.
 NE1430'
 NE1430'AZIMUTH MARK A STANDARD DISK, STAMPED---BOSTON 1943---.  IT IS 32 FT
 NE1430'W OF CENTERLINE OF SAVAGE ROAD, 24 FT S OF A 30 INCH OAK TREE AND 23
 NE1430'FT N OF CENTERLINE OF DRIVEWAY.  IT IS IN LINE WITH THE CENTERLINE OF
 NE1430'A SERVICE ENTRANCE TO HURON CLINTON LOWER METRO PARK ON EAST SIDE OF
 NE1430'THE ROAD.
 NE1430'
 NE1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON SAVAGE ROAD FOR
 NE1430'0.25 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 NE1430
 NE1430                          STATION RECOVERY (1980)
 NE1430
 NE1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE1430'THE STATION MARK, AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 NE1430'REFERENCE MARK 1 WAS FOUND OUT OF THE GROUND IN A GROCERY PARKING
 NE1430'LOT AND THE DISK WAS SALVAGED.  USGS BM TT 42 L WAS FOUND IN GOOD
 NE1430'CONDITION ALTHOUGH THE MARK APPARENTLY HAS BEEN MOVED, ACCORDING TO
 NE1430'THE PARK RANGER WHEN THE PARK ENTRANCE WAS WIDENED.  THE MEASUREMENT
 NE1430'WAS SHORTER BY 2.26 METERS.  THE 1943 AZIMUTH MARK WAS NOT VISIBLE AT
 NE1430'GROUND LEVEL TO THE STATION AND NO PLACE WAS FOUND TO SET A NEW ONE
 NE1430'WITHOUT A TOWER.  A POLARIS OBSERVATION WILL HAVE TO BE TAKEN TO
 NE1430'VERIFY MARK AT LATER DATE WHEN TIME AND WEATHER PERMITS.
 NE1430'THE STATION LOCATED IN QUAD. 420832, AT THE ENTRANCE TO THE LOWER
 NE1430'HURON METRO PARK, ON THE SECTION LINE BETWEEN SECTIONS 36 AND 1,
 NE1430'T-4-S, T-3-S, R-8-E AND ABOUT 3.2 KM (2.0 MI) NORTHWEST OF THE
 NE1430'VILLAGE OF NEW BOSTON.
 NE1430'TO REACH STATION FROM JUNCTION OF SUMPTER ROAD AND HURON RIVER DRIVE
 NE1430'AND SAVAGE ROAD IN BELLEVILLE, GO SOUTH ON SAVAGE ROAD FOR 3.86 KM
 NE1430'(2.40 MI) TO THE PARK ENTRANCE AND THE STATION ON LEFT AS DESCRIBED.
 NE1430'STATION MARK IS SET PROJECTING 0.06 M (0.20 FT) ABOVE GROUND.  IT IS
 NE1430'LOCATED 21.641 M (71.001 FT) SOUTH OF CENTER OF THE PARK ENTRANCE,
 NE1430'3.2 M (10.5 FT) EAST OF A 3 INCH PIPE PROJECTING 1.219 M (3.999 FT)
 NE1430'AND SET IN A SLAB OF CONCRETE, 26.945 M (88.402 FT) NORTHEAST OF A
 NE1430'POWERLINE POLE, 7.010 M (22.999 FT) NORTHEAST OF THE CENTER OF A
 NE1430'METAL MANHOLE COVER AND 0.914 M (2.999 FT) SOUTH OF A WOODEN RAIL
 NE1430'FENCE.
 NE1430'REFERENCE MARK 2 IS AN ALUMINUM MARKER SET IN CONCRETE.  IT IS LOCATED
 NE1430'21.031 M (68.999 FT) EAST OF THE CENTER OF SAVAGE ROAD, 20.726 M
 NE1430'(67.999 FT) SOUTH OF THE CENTER OF THE PARK ENTRANCE AND 0.152 M
 NE1430'(0.499 FT) NORTH OF THE RAIL FENCE AND FLUSH WITH THE GROUND.
 NE1430'USGS BM TT 42 L, IS LOCATED 0.610 M (2.001 FT) WEST OF THE FENCE,
 NE1430'17.374 M (57.001 FT) EAST OF CENTER OF SAVAGE ROAD, 7.010 M
 NE1430'(22.999 FT) SOUTH OF THE PARK ENTRANCE, 1.067 M (3.501 FT) SOUTH OF A
 NE1430'STONE GATE POST AND 0.914 M (2.999 FT) NORTH OF A STONE POST, AND IS
 NE1430'FLUSH WITH THE GROUND.
 NE1430'AZIMUTH MARK 1 IS LOCATED 9.754 M (32.001 FT) WEST OF THE CENTER OF
 NE1430'SAVAGE ROAD, 7.315 M (23.999 FT) SOUTH FROM A 30 INCH OAK TREE AND
 NE1430'9.754 M (32.001 FT) NORTH OF THE CENTER OF DRIVEWAY.  IT IS IN LINE
 NE1430'WITH THE CENTER OF A SERVICE ENTRANCE ROAD TO HURON CLINTON LOWER
 NE1430'METRO PARK ON EAST SIDE OF THE ROAD.
 NE1430'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SAVAGE ROAD
 NE1430'FOR 0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT AS DESCRIBED.
 NE1430'DESCRIBED BY J.D. RIGNEY, TYPED BY RONALD L. RAMSEY, NGS GEODETIC
 NE1430'ADVISOR - MICHIGAN.
 NE1430
 NE1430                          STATION RECOVERY (1989)
 NE1430
 NE1430'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1430'RECOVERED IN GOOD CONDITION.
 NE1430
 NE1430                          STATION RECOVERY (1993)
 NE1430
 NE1430'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1430'THIS STATION DOES NOT FIT WITH OTHER GPS STATIONS IN AREA.
 NE1430
 NE1430                          STATION RECOVERY (1993)
 NE1430
 NE1430'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1430'THIS STATION DOES NOT FIT WITH OTHER GPS STATIONS IN AREA.
 NE1430
 NE1430                          STATION RECOVERY (1994)
 NE1430
 NE1430'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE1430'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0960 ***********************************************************************
 RJ0960  DESIGNATION -  BOTTOM IBC 1944
 RJ0960  PID         -  RJ0960
 RJ0960  STATE/COUNTY-  MI/CHIPPEWA
 RJ0960  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0960
 RJ0960                         *CURRENT SURVEY CONTROL
 RJ0960  ___________________________________________________________________
 RJ0960* NAD 83(1994)-  46 26 20.15775(N)    084 11 08.05233(W)     ADJUSTED  
 RJ0960* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0960  ___________________________________________________________________
 RJ0960  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RJ0960  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0960
 RJ0960  HORZ ORDER  -  THIRD
 RJ0960
 RJ0960.The horizontal coordinates were established by classical geodetic methods
 RJ0960.and adjusted by the National Geodetic Survey in February 1997..
 RJ0960
 RJ0960.The orthometric height was scaled from a topographic map.
 RJ0960
 RJ0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0960
 RJ0960.The geoid height was determined by GEOID03.
 RJ0960
 RJ0960;                    North         East     Units Scale Factor Converg.
 RJ0960;SPC MI N     -   187,849.288 8,216,219.017   MT  0.99990642   +2 02 03.3
 RJ0960;SPC MI N     -   616,303.44 26,956,099.14   iFT  0.99990642   +2 02 03.3
 RJ0960;SPC MI C     -   347,003.754 6,013,920.541   MT  1.00025535   +0 07 40.5
 RJ0960;SPC MI C     - 1,138,463.76 19,730,710.44   iFT  1.00025535   +0 07 40.5
 RJ0960;UTM  16      - 5,146,667.047   716,193.910   MT  1.00017457   +2 02 24.8
 RJ0960
 RJ0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0960!SPC MI N     -   0.99997816  x   0.99990642  =   0.99988458
 RJ0960!SPC MI C     -   0.99997816  x   1.00025535  =   1.00023350
 RJ0960!UTM  16      -   0.99997816  x   1.00017457  =   1.00015273
 RJ0960
 RJ0960:                Primary Azimuth Mark                     Grid Az
 RJ0960:SPC MI N     -  LAKE IBC 1944                            156 38 46.5
 RJ0960:SPC MI C     -  LAKE IBC 1944                            158 33 09.3
 RJ0960:UTM  16      -  LAKE IBC 1944                            156 38 25.0
 RJ0960
 RJ0960|---------------------------------------------------------------------|
 RJ0960| PID    Reference Object                     Distance      Geod. Az  |
 RJ0960|                                                           dddmmss.s |
 RJ0960| RJ0956 LAKE IBC 1944                       APPROX. 7.3 KM 1584049.8 |
 RJ0960|---------------------------------------------------------------------|
 RJ0960
 RJ0960                          SUPERSEDED SURVEY CONTROL
 RJ0960
 RJ0960  NAD 83(1986)-  46 26 20.14982(N)    084 11 08.06328(W) AD(       ) 3
 RJ0960  NAD 27      -  46 26 20.07000(N)    084 11 07.95200(W) AD(       ) 3
 RJ0960
 RJ0960.Superseded values are not recommended for survey control.
 RJ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0960.See file dsdata.txt to determine how the superseded data were derived.
 RJ0960
 RJ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1619446667(NAD 83)
 RJ0960_MARKER: H = DRILL HOLE
 RJ0960_SETTING: 80 = SET IN A BOULDER
 RJ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0960+STABILITY: SURFACE MOTION
 RJ0960
 RJ0960  HISTORY     - Date     Condition        Report By
 RJ0960  HISTORY     - 1944     MONUMENTED       IBC
 RJ0960  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0960
 RJ0960                          STATION DESCRIPTION
 RJ0960
 RJ0960'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0960'ON THE FIRST PROMINENT POINT OF SUGAR ISLAND (ON THE W SIDE OF LAKE
 RJ0960'GEORGE) N OF WHIPPLE POINT, IT BEING 1-1/4 MILES N FROM WHIPPLE
 RJ0960'POINT AND 5/8 MILE NW FROM GEM ISLAND.  IN AN OPEN SPACE 50 FEET N
 RJ0960'OF A BOATHOUSE AND 100 FEET FROM A DWELLING HOUSE ON THE RIDGE
 RJ0960'INLAND.  ON A ROCK AT THE INSHORE EDGE OF A ROCK PILE.  LOST OR
 RJ0960'UNDER A COTTAGE.
 RJ0960'
 RJ0960'STATION MARK IS A 3/4-INCH DRILL HOLE 1 INCH DEEP IN A ROCK 18
 RJ0960'INCHES BY 18 INCHES BY 12 INCHES HIGH.
 RJ0960
 RJ0960                          STATION RECOVERY (1958)
 RJ0960
 RJ0960'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0960'NOT RECOVERED.  LOST OR UNDER A COTTAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0620 ***********************************************************************
 RK0620  DESIGNATION -  BOUCHER
 RK0620  PID         -  RK0620
 RK0620  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0620  USGS QUAD   -  MERWIN LAKE (1972)
 RK0620
 RK0620                         *CURRENT SURVEY CONTROL
 RK0620  ___________________________________________________________________
 RK0620* NAD 83(1994)-  46 07 13.32922(N)    086 00 18.91598(W)     ADJUSTED  
 RK0620* NAVD 88     -       203.88   (+/-2cm)     668.9    (feet)  VERTCON   
 RK0620  ___________________________________________________________________
 RK0620  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 RK0620  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 RK0620
 RK0620  HORZ ORDER  -  THIRD
 RK0620  VERT ORDER  -  THIRD ? (See Below)
 RK0620
 RK0620.The horizontal coordinates were established by classical geodetic methods
 RK0620.and adjusted by the National Geodetic Survey in February 1997..
 RK0620
 RK0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0620.The vertical order pertains to the NGVD 29 superseded value.
 RK0620
 RK0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0620
 RK0620.The geoid height was determined by GEOID03.
 RK0620
 RK0620;                    North         East     Units Scale Factor Converg.
 RK0620;SPC MI N     -   149,085.826 8,076,879.839   MT  0.99990696   +0 43 08.4
 RK0620;SPC MI N     -   489,126.73 26,498,949.60   iFT  0.99990696   +0 43 08.4
 RK0620;UTM  16      - 5,107,902.412   576,858.110   MT  0.99967262   +0 43 01.4
 RK0620
 RK0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0620!SPC MI N     -   0.99997353  x   0.99990696  =   0.99988049
 RK0620!UTM  16      -   0.99997353  x   0.99967262  =   0.99964616
 RK0620
 RK0620|---------------------------------------------------------------------|
 RK0620| PID    Reference Object                     Distance      Geod. Az  |
 RK0620|                                                           dddmmss.s |
 RK0620| CH1739 BOUCHER RM 1                         30.318 METERS 20912     |
 RK0620| RK0621 BOYD                                APPROX. 7.2 KM 2095640.6 |
 RK0620| CH1740 BOUCHER RM 2                         27.736 METERS 31621     |
 RK0620|---------------------------------------------------------------------|
 RK0620
 RK0620                          SUPERSEDED SURVEY CONTROL
 RK0620
 RK0620  NAD 83(1986)-  46 07 13.32345(N)    086 00 18.91237(W) AD(       ) 3
 RK0620  NAD 27      -  46 07 13.41663(N)    086 00 18.42483(W) AD(       ) 3
 RK0620  NGVD 29 (07/19/86)  203.89   (m)          668.9    (f) LEVELING    3  
 RK0620
 RK0620.Superseded values are not recommended for survey control.
 RK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0620.See file dsdata.txt to determine how the superseded data were derived.
 RK0620
 RK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7685807902(NAD 83)
 RK0620_MARKER: DS = TRIANGULATION STATION DISK
 RK0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0620_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0620
 RK0620  HISTORY     - Date     Condition        Report By
 RK0620  HISTORY     - 1965     MONUMENTED       CGS
 RK0620
 RK0620                          STATION DESCRIPTION
 RK0620
 RK0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0620'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST OF BLANEY PARK, 9 MILES
 RK0620'NORTH OF GULLIVER, 10 MILES SOUTH-SOUTHWEST OF GERMFASK, IN SECTION
 RK0620'13, T. 43 N., R. 14 W., AND ON STATE FOREST PROPERTY.
 RK0620'
 RK0620'TO REACH THE STATION FROM THE POST OFFICE IN GERMFASK, GO SOUTH ON
 RK0620'STATE HIGHWAY 77 FOR 2.2 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 RK0620'WEST AND SOUTHWEST ON COUNTY ROAD 436 FOR 4.7 MILES TO THE CENTER OF
 RK0620'A WOODEN BRIDGE OVER MEAD CREEK.  CONTINUE SOUTHWEST ON COUNTY
 RK0620'ROAD 436 FOR 4.95 MILES TO BOUCHER CREEK.  CONTINUE SOUTHERLY ON
 RK0620'COUNTY ROAD 436 FOR 0.3 MILE TO A TRIANGULAR BLAZED 8 INCH PINE
 RK0620'TREE ON THE LEFT AND STATION ON THE LEFT AT THE TOP OF A SMALL
 RK0620'SANDY HILL.
 RK0620'
 RK0620'STATION MARKS ARE STANDARD DISKS STAMPED BOUCHER 1965.  THE SURFACE
 RK0620'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.
 RK0620'IT IS 290 FEET SOUTHEAST OF THE CENTER OF COUNTY ROAD 436, 310 FEET
 RK0620'SOUTHEAST OF THE TRIANGULAR BLAZED 8 INCH PINE TREE, 93 FEET
 RK0620'NORTHEAST OF A 12 INCH PINE TREE, 72 FEET EAST OF A 6 INCH PINE
 RK0620'TREE, AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 RK0620'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 RK0620'SURFACE OF THE GROUND.
 RK0620'
 RK0620'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOUCHER NO 1 1965, IS
 RK0620'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 104
 RK0620'FEET SOUTHWEST OF THE METAL WITNESS POST, AND 31 FEET SOUTHEAST OF
 RK0620'THE 12 INCH PINE TREE.
 RK0620'
 RK0620'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOUCHER NO 2 1965, IS
 RK0620'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 57
 RK0620'FEET SOUTHWEST OF A 10 INCH PINE TREE, 33 FEET EAST OF A 6 INCH
 RK0620'PINE TREE, AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 RK0620'
 RK0620'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 RK0620'THIS TIME.
 RK0620'
 RK0620'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0192 ***********************************************************************
 RJ0192  DESIGNATION -  BOULDER
 RJ0192  PID         -  RJ0192
 RJ0192  STATE/COUNTY-  MI/CHIPPEWA
 RJ0192  USGS QUAD   -  OAK RIDGE (1976)
 RJ0192
 RJ0192                         *CURRENT SURVEY CONTROL
 RJ0192  ___________________________________________________________________
 RJ0192* NAD 83(1986)-  46 19 17.     (N)    084 09 23.     (W)     SCALED    
 RJ0192* NAVD 88     -       179.261  (meters)     588.13   (feet)  ADJUSTED  
 RJ0192  ___________________________________________________________________
 RJ0192  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ0192  DYNAMIC HT  -         179.270 (meters)     588.15  (feet)  COMP
 RJ0192  MODELED GRAV-     980,664.5   (mgal)                       NAVD 88
 RJ0192
 RJ0192  VERT ORDER  -  FIRST     CLASS 0
 RJ0192
 RJ0192.The horizontal coordinates were scaled from a topographic map and have
 RJ0192.an estimated accuracy of +/- 6 seconds.
 RJ0192
 RJ0192.The orthometric height was determined by differential leveling
 RJ0192.and adjusted by the National Geodetic Survey in April 1998..
 RJ0192
 RJ0192.The geoid height was determined by GEOID03.
 RJ0192
 RJ0192.The dynamic height is computed by dividing the NAVD 88
 RJ0192.geopotential number by the normal gravity value computed on the
 RJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0192.degrees latitude (g = 980.6199 gals.).
 RJ0192
 RJ0192.The modeled gravity was interpolated from observed gravity values.
 RJ0192
 RJ0192;                    North         East    Units  Estimated Accuracy
 RJ0192;SPC MI N     -   174,870.    8,218,930.      MT  (+/- 180 meters Scaled)
 RJ0192
 RJ0192                          SUPERSEDED SURVEY CONTROL
 RJ0192
 RJ0192  NAVD 88 (06/15/91)  179.259  (m)          588.12   (f) UNKNOWN     1 0
 RJ0192
 RJ0192.Superseded values are not recommended for survey control.
 RJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0192.See file dsdata.txt to determine how the superseded data were derived.
 RJ0192
 RJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189336(NAD 83)
 RJ0192_MARKER: DB = BENCH MARK DISK
 RJ0192_SETTING: 80 = SET IN A BOULDER
 RJ0192_SP_SET: BOULDER
 RJ0192_MARK LOGO: USE   
 RJ0192_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0192+STABILITY: SURFACE MOTION
 RJ0192
 RJ0192  HISTORY     - Date     Condition        Report By
 RJ0192  HISTORY     - 1969     MONUMENTED       USE
 RJ0192  HISTORY     - 1969     GOOD             USLS
 RJ0192  HISTORY     - 1983     GOOD             NGS
 RJ0192  HISTORY     - 19950922 GOOD             NOS
 RJ0192
 RJ0192                          STATION DESCRIPTION
 RJ0192
 RJ0192'DESCRIBED BY US LAKE SURVEY 1969
 RJ0192'AT NEEBISH ISLAND.
 RJ0192'BOULDER IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, 3.3
 RJ0192'MILES NORTHEAST OF NEEBISH ISLAND FERRY DOCK, 2.4 MILES NORTH
 RJ0192'OF INTERSECTION OF 15 MILE AND BRANDER ROADS, AT THE COAST
 RJ0192'GUARD STATION, 118.8 FEET WEST OF NORTHWEST CORNER OF COAST
 RJ0192'GUARD GARAGE, 115.2 FEET SOUTHWEST OF NORTHWEST CORNER OF
 RJ0192'STATION, 3-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE
 RJ0192'OF CROSS ON BRONZE DISC SET INTO THE NORTHEAST FACE OF A 15 X 15
 RJ0192'X 10 FOOT BOULDER.
 RJ0192
 RJ0192                          STATION RECOVERY (1983)
 RJ0192
 RJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0192'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7
 RJ0192'MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY LANDING IN
 RJ0192'OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.4 MI) NORTH ALONG
 RJ0192'BRANDER ROAD, AT THE SITE OF AN ABANDONED U.S. COAST GUARD STATION, A
 RJ0192'USE DISK SET VERTICALLY IN THE NORTHEAST FACE OF A LARGE 15 BY 15 BY
 RJ0192'15 FOOT BOULDER, 36.0 METERS (118.0 FT) WEST OF THE NORTHWEST CORNER
 RJ0192'OF A U.S. COAST GUARD GARAGE BUILDING, AND 35.1 METERS (115.2 FT)
 RJ0192'SOUTHWEST OF THE NORTHWEST CORNER OF THE USCG BUILDING.
 RJ0192'THE MARK IS 1.1 M ABOVE GROUND.
 RJ0192
 RJ0192                          STATION RECOVERY (1995)
 RJ0192
 RJ0192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0192'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1011 ***********************************************************************
 RJ1011  DESIGNATION -  BOULDERS
 RJ1011  PID         -  RJ1011
 RJ1011  STATE/COUNTY-  MI/CHIPPEWA
 RJ1011  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1011
 RJ1011                         *CURRENT SURVEY CONTROL
 RJ1011  ___________________________________________________________________
 RJ1011* NAD 83(1994)-  46 29 26.56146(N)    084 17 51.87453(W)     ADJUSTED  
 RJ1011* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ1011  ___________________________________________________________________
 RJ1011  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 RJ1011  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RJ1011
 RJ1011  HORZ ORDER  -  THIRD
 RJ1011
 RJ1011.The horizontal coordinates were established by classical geodetic methods
 RJ1011.and adjusted by the National Geodetic Survey in February 1997..
 RJ1011
 RJ1011.The orthometric height was scaled from a topographic map.
 RJ1011
 RJ1011.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1011
 RJ1011.The geoid height was determined by GEOID03.
 RJ1011
 RJ1011;                    North         East     Units Scale Factor Converg.
 RJ1011;SPC MI N     -   193,301.296 8,207,408.577   MT  0.99990925   +1 57 11.4
 RJ1011;SPC MI N     -   634,190.60 26,927,193.49   iFT  0.99990925   +1 57 11.4
 RJ1011;SPC MI C     -   352,747.755 6,005,293.145   MT  1.00027961   +0 02 55.3
 RJ1011;SPC MI C     - 1,157,308.91 19,702,405.33   iFT  1.00027961   +0 02 55.3
 RJ1011;UTM  16      - 5,152,119.354   707,380.685   MT  1.00012867   +1 57 38.0
 RJ1011
 RJ1011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1011!SPC MI N     -   0.99997816  x   0.99990925  =   0.99988741
 RJ1011!SPC MI C     -   0.99997816  x   1.00027961  =   1.00025777
 RJ1011!UTM  16      -   0.99997816  x   1.00012867  =   1.00010683
 RJ1011
 RJ1011:                Primary Azimuth Mark                     Grid Az
 RJ1011:SPC MI N     -  REF MON 34 IWC 1911                      000 24 38.4
 RJ1011:SPC MI C     -  REF MON 34 IWC 1911                      002 18 54.5
 RJ1011:UTM  16      -  REF MON 34 IWC 1911                      000 24 11.8
 RJ1011
 RJ1011|---------------------------------------------------------------------|
 RJ1011| PID    Reference Object                     Distance      Geod. Az  |
 RJ1011|                                                           dddmmss.s |
 RJ1011| RJ1025 REF MON 34 IWC 1911                 APPROX. 0.5 KM 0022149.8 |
 RJ1011| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 3.0 KM 0023637.9 |
 RJ1011| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 1.4 KM 0350448.0 |
 RJ1011| CH1741 BOULDERS RM 1                         2.087 METERS 04554     |
 RJ1011| RJ1008 BAYFIELD ROCK FRONT RANGE LT        APPROX. 1.1 KM 1001555.7 |
 RJ1011| CH1742 BOULDERS RM 2                         3.688 METERS 12542     |
 RJ1011| RJ1014 COAST GUARD LOOKOUT NO 3            APPROX. 0.7 KM 1993541.1 |
 RJ1011| RJ1015 WELCH IBC 1943                      APPROX. 1.2 KM 2715814.3 |
 RJ1011| RJ1016 SAULT STE MARIE BREWERY F POLE      APPROX. 2.1 KM 2782021.5 |
 RJ1011| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 3.0 KM 3595905.0 |
 RJ1011|---------------------------------------------------------------------|
 RJ1011
 RJ1011                          SUPERSEDED SURVEY CONTROL
 RJ1011
 RJ1011  NAD 83(1986)-  46 29 26.54614(N)    084 17 51.89006(W) AD(       ) 3
 RJ1011  NAD 27      -  46 29 26.47200(N)    084 17 51.75400(W) AD(       ) 3
 RJ1011
 RJ1011.Superseded values are not recommended for survey control.
 RJ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1011.See file dsdata.txt to determine how the superseded data were derived.
 RJ1011
 RJ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0738152119(NAD 83)
 RJ1011_MARKER: H = DRILL HOLE
 RJ1011_SETTING: 80 = SET IN A BOULDER
 RJ1011_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RJ1011
 RJ1011  HISTORY     - Date     Condition        Report By
 RJ1011  HISTORY     - 1943     MONUMENTED       IBC
 RJ1011  HISTORY     - 1958     GOOD             IBC
 RJ1011
 RJ1011                          STATION DESCRIPTION
 RJ1011
 RJ1011'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1011'ON A GROUP OF LARGE BOULDERS IN ST MARYS RIVER 2-1/4 MILES E OF SAULT
 RJ1011'STE MARIE, MICHIGAN, AND 1/3 MILE S OF TOPSAIL ISLAND.  IT IS ON
 RJ1011'THE MOST W BOULDER OF THE GROUP, ABOUT 1 FOOT ABOVE HIGH WATER.
 RJ1011'THE BOULDERS ARE IN A LOOSE PILE AND MAY SHIFT BY ACTION OF ICE.
 RJ1011'
 RJ1011'STATION MARK IS A 3/4 INCH DRILL HOLE 3/4 INCHES DEEP IN FLAT SURFACE
 RJ1011'OF ROCK NEAR THE SE EDGE.
 RJ1011'
 RJ1011'TWO REFERENCE MARKS WERE ESTABLISHED.  NO 1 IS A SHALLOW DRILL HOLE
 RJ1011'WITH ARROW POINTING TOWARD STATION.  IT IS 6.85 FEET FROM STATION,
 RJ1011'N 45 DEG 54 MIN E.  NO 2 IS A SHALLOW
 RJ1011'DRILL HOLE WITH ARROW POINTING TOWARD STATION AND IS 12.10 FEET
 RJ1011'FROM STATION, S 54 DEG 18 MIN E.
 RJ1011
 RJ1011                          STATION RECOVERY (1958)
 RJ1011
 RJ1011'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1576 ***********************************************************************
 RL1576  DESIGNATION -  BOUNDARY MILE CORNER 7 1/2 MI WI
 RL1576  PID         -  RL1576
 RL1576  STATE/COUNTY-  MI/IRON
 RL1576  USGS QUAD   -  SMOKY LAKE (1981)
 RL1576
 RL1576                         *CURRENT SURVEY CONTROL
 RL1576  ___________________________________________________________________
 RL1576* NAD 83(1994)-  46 05 42.97996(N)    088 59 09.47925(W)     ADJUSTED  
 RL1576* NAVD 88     -       537.     (meters)    1762.     (feet)  SCALED    
 RL1576  ___________________________________________________________________
 RL1576  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 RL1576  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL1576
 RL1576  HORZ ORDER  -  SECOND
 RL1576
 RL1576.The horizontal coordinates were established by classical geodetic methods
 RL1576.and adjusted by the National Geodetic Survey in February 1997..
 RL1576
 RL1576.The orthometric height was scaled from a topographic map.
 RL1576
 RL1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1576
 RL1576.The geoid height was determined by GEOID03.
 RL1576
 RL1576;                    North         East     Units Scale Factor Converg.
 RL1576;SPC MI N     -   147,737.574 7,846,454.882   MT  0.99990831   -1 26 07.6
 RL1576;SPC MI N     -   484,703.33 25,742,962.21   iFT  0.99990831   -1 26 07.6
 RL1576;UTM  16      - 5,106,550.231   346,487.300   MT  0.99988971   -1 25 52.2
 RL1576
 RL1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1576!SPC MI N     -   0.99992077  x   0.99990831  =   0.99982909
 RL1576!UTM  16      -   0.99992077  x   0.99988971  =   0.99981049
 RL1576
 RL1576|---------------------------------------------------------------------|
 RL1576| PID    Reference Object                     Distance      Geod. Az  |
 RL1576|                                                           dddmmss.s |
 RL1576| CJ2273 BOUNDARY MILE CORNER 7 1/2 RM 2      20.700 METERS 00056     |
 RL1576| CJ2271 BOUNDARY MILE CORNER 7 1/2 AZ MK                   2391255.4 |
 RL1576| CJ2272 BOUNDARY MILE CORNER 7 1/2 RM 1      23.574 METERS 28456     |
 RL1576|---------------------------------------------------------------------|
 RL1576
 RL1576                          SUPERSEDED SURVEY CONTROL
 RL1576
 RL1576  NAD 83(1994)-  46 05 42.97999(N)    088 59 09.47932(W) AD(       ) 2
 RL1576  NAD 83(1986)-  46 05 42.97718(N)    088 59 09.47340(W) AD(       ) 2
 RL1576  NAD 27      -  46 05 43.13600(N)    088 59 08.99900(W) AD(       ) 2
 RL1576
 RL1576.Superseded values are not recommended for survey control.
 RL1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1576.See file dsdata.txt to determine how the superseded data were derived.
 RL1576
 RL1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4648706550(NAD 83)
 RL1576_MARKER: DU = BOUNDARY MARKER
 RL1576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1576
 RL1576  HISTORY     - Date     Condition        Report By
 RL1576  HISTORY     - 1954     MONUMENTED       CGS
 RL1576
 RL1576                          STATION DESCRIPTION
 RL1576
 RL1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1576'THE STATION IS LOCATED IN A WOODED AREA ABOUT 9 MILES EAST
 RL1576'OF CONOVER, 6-1/2 MILES NORTHEAST OF PHELPS AND ON THE WISCONSIN
 RL1576'AND MICHIGAN STATE LINE.  IT IS 35 FEET SOUTHEAST OF A TRACK
 RL1576'ROAD.  THE MARK IS A 6 X 6 INCH CONCRETE POST, PROJECTS 6
 RL1576'INCHES WITH A SQUARE STATE BOUNDARY BRONZE DISK.  THE DISK
 RL1576'IS STAMPED MILE CORNER NO 7-1/2 MICHIGAN 1847 STATE - LINE
 RL1576'1928 WISCONSIN.
 RL1576'
 RL1576'REFERENCE MARK NO 1 IS 6 FEET SOUTHWEST OF A 6 INCH TRIANGLE
 RL1576'BLAZED TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 RL1576'WISC. MICH. NO 7-1/2 NO 1 1954.
 RL1576'
 RL1576'REFERENCE MARK NO 2 IS NORTHEAST OF THE STATION.  THE MARK
 RL1576'PROJECTS 4 INCHES AND THE DISK IS STAMPED WISC. MICH. NO 7-1/2
 RL1576'NO 2 1954.
 RL1576'
 RL1576'AZIMUTH MARK IS 16 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 RL1576'GRAVEL ROAD, 2 FEET NORTH OF A FENCE AND 2 FEET EAST OF A
 RL1576'WITNESS POST.  THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 RL1576'WISC. MICH. NO 7-1/2 1954.
 RL1576'
 RL1576'TO REACH FROM THE JUNCTION OF COUNTY ROUTE E AND STATE HIGHWAY
 RL1576'17 AT THE NORTHEAST EDGE OF PHELPS, GO NORTHEAST ON STATE
 RL1576'HIGHWAY 17 FOR 4.95 MILES TO A SIDE (GRAVEL) ROAD LEFT, TURN
 RL1576'LEFT (NORTH) FOR 0.75 MILE TO A FORKS, KEEP RIGHT FORK (EAST)
 RL1576'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 RL1576'EAST ON GRAVEL ROAD FOR 0.05 MILE TO A T ROAD, TURN LEFT FOR
 RL1576'10 YARDS.  HERE TURN RIGHT NORTHEASTLY ON A DIM TRACK ROAD
 RL1576'ALONG THE NORTH SIDE OF A WOODS FOR 0.2 MILE AND THE STATION
 RL1576'AS DESCRIBED.
 RL1576'
 RL1576'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0940 ***********************************************************************
 RL0940  DESIGNATION -  BOUNDARY MILEPOST 45
 RL0940  PID         -  RL0940
 RL0940  STATE/COUNTY-  MI/GOGEBIC
 RL0940  USGS QUAD   -  LAND O' LAKES (1982)
 RL0940
 RL0940                         *CURRENT SURVEY CONTROL
 RL0940  ___________________________________________________________________
 RL0940* NAD 83(1994)-  46 09 42.13304(N)    089 12 46.36034(W)     ADJUSTED  
 RL0940* NAVD 88     -       521.675  (meters)    1711.53   (feet)  ADJUSTED  
 RL0940  ___________________________________________________________________
 RL0940  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 RL0940  GEOID HEIGHT-         -31.34  (meters)                     GEOID03
 RL0940  DYNAMIC HT  -         521.671 (meters)    1711.52  (feet)  COMP
 RL0940  MODELED GRAV-     980,590.7   (mgal)                       NAVD 88
 RL0940
 RL0940  HORZ ORDER  -  FIRST
 RL0940  VERT ORDER  -  SECOND    CLASS 0
 RL0940
 RL0940.The horizontal coordinates were established by classical geodetic methods
 RL0940.and adjusted by the National Geodetic Survey in February 1997..
 RL0940
 RL0940.The orthometric height was determined by differential leveling
 RL0940.and adjusted by the National Geodetic Survey in June 1991..
 RL0940
 RL0940.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0940
 RL0940.The geoid height was determined by GEOID03.
 RL0940
 RL0940.The dynamic height is computed by dividing the NAVD 88
 RL0940.geopotential number by the normal gravity value computed on the
 RL0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0940.degrees latitude (g = 980.6199 gals.).
 RL0940
 RL0940.The modeled gravity was interpolated from observed gravity values.
 RL0940
 RL0940;                    North         East     Units Scale Factor Converg.
 RL0940;SPC MI N     -   155,582.741 7,829,121.621   MT  0.99990515   -1 35 58.0
 RL0940;SPC MI N     -   510,442.06 25,686,094.56   iFT  0.99990515   -1 35 58.0
 RL0940;UTM  16      - 5,114,394.432   329,153.247   MT  0.99995882   -1 35 47.5
 RL0940
 RL0940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0940!SPC MI N     -   0.99992314  x   0.99990515  =   0.99982830
 RL0940!UTM  16      -   0.99992314  x   0.99995882  =   0.99988196
 RL0940
 RL0940:                Primary Azimuth Mark                     Grid Az
 RL0940:SPC MI N     -  BOUNDARY MILEPOST 45 AZ MK               115 14 16.7
 RL0940:UTM  16      -  BOUNDARY MILEPOST 45 AZ MK               115 14 06.2
 RL0940
 RL0940|---------------------------------------------------------------------|
 RL0940| PID    Reference Object                     Distance      Geod. Az  |
 RL0940|                                                           dddmmss.s |
 RL0940| CJ2275 BOUNDARY MILEPOST 45 AZ MK                         1133818.7 |
 RL0940| CJ2276 BOUNDARY MILEPOST 45 RM 1            27.948 METERS 20735     |
 RL0940| CJ2277 BOUNDARY MILEPOST 45 RM 2            42.398 METERS 28518     |
 RL0940|---------------------------------------------------------------------|
 RL0940
 RL0940                          SUPERSEDED SURVEY CONTROL
 RL0940
 RL0940  NAD 83(1994)-  46 09 42.13038(N)    089 12 46.36283(W) AD(       ) 1
 RL0940  NAD 83(1986)-  46 09 42.12974(N)    089 12 46.35611(W) AD(       ) 1
 RL0940  NAD 27      -  46 09 42.30900(N)    089 12 45.85300(W) AD(       ) 1
 RL0940  NGVD 29 (??/??/92)  521.69   (m)         1711.6    (f) COMPUTED    2 0
 RL0940
 RL0940.Superseded values are not recommended for survey control.
 RL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0940.See file dsdata.txt to determine how the superseded data were derived.
 RL0940
 RL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2915314394(NAD 83)
 RL0940_MARKER: DD = SURVEY DISK
 RL0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0940_STAMPING: 45
 RL0940_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0940+STABILITY: SURFACE MOTION
 RL0940
 RL0940  HISTORY     - Date     Condition        Report By
 RL0940  HISTORY     - 1940     MONUMENTED       CGS
 RL0940  HISTORY     - 1948     GOOD             NGS
 RL0940  HISTORY     - 1952     GOOD             CGS
 RL0940  HISTORY     - 19950511 POOR             GLORI
 RL0940
 RL0940                          STATION DESCRIPTION
 RL0940
 RL0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL0940'STATION IS LOCATED ON THE MICHIGAN-WISCONSIN STATE LINE,
 RL0940'ABOUT 0.25 MILE EAST OF LAND O LAKES AND 150 FEET NORTH OF
 RL0940'VILAS COUNTY HIGHWAY B.
 RL0940'
 RL0940'TO REACH STATION FROM LAND O LAKES, GO EAST ON COUNTY HIGHWAY
 RL0940'B FOR 0.25 MILE TO POWER-LINE POLE NO. 41196 AND STATION
 RL0940'120 FEET NORTH OF POLE.
 RL0940'
 RL0940'STATION MARK IS A MILE POST OF THE MICHIGAN-WISCONSIN BOUNDARY
 RL0940'LINE.  THE MONUMENT CONSISTS OF A 4- BY 4-FOOT CONCRETE BASE,
 RL0940'ON WHICH THERE IS A CONCRETE COLUMN 10 INCHES SQUARE AT
 RL0940'THE BASE AND 6 INCHES SQUARE AT THE TOP.  THE COPPER PLATE
 RL0940'SET IN THE TOP IS STAMPED MICHIGAN-STATE LINE-WISCONSIN,
 RL0940'MILE POST CORNER NO. 45.  IT IS 120 FEET NORTH OF POWER-LINE
 RL0940'POLE NO. 41196 AND 150 FEET NORTH OF THE CENTER LINE OF COUNTY
 RL0940'HIGHWAY B.  THE COLUMN PROJECTS 2 FEET.
 RL0940'
 RL0940'REFERENCE MARK NO. 1 IS STAMPED MICH-WIS-MP. 45 NO. 1 1940
 RL0940'AND PROJECTS 4 INCHES.  IT IS 38 FEET NORTH OF THE CENTER
 RL0940'LINE OF COUNTY HIGHWAY B, AND 30 FEET NORTHWEST OF POWER-LINE
 RL0940'POLE NO. 41196.
 RL0940'
 RL0940'REFERENCE MARK NO. 2 IS STAMPED MICH-WIS-MP. 45 NO. 2 1940
 RL0940'AND PROJECTS 6 INCHES.  IT IS 52 FEET NORTHEAST OF A SPORTING
 RL0940'GOODS STORE AND 145 FEET NORTH OF THE CENTER LINE OF COUNTY
 RL0940'HIGHWAY B.
 RL0940'
 RL0940'THE AZIMUTH MARK IS STAMPED MICH-WIS-MP 45 AND PROJECTS 6
 RL0940'INCHES.  IT IS 3 FEET WEST OF A WHITE BOARD FENCE, 24 FEET
 RL0940'SOUTH OF A 16-INCH PINE TREE AND 48 FEET EAST OF CENTER LINE
 RL0940'OF U.S. HIGHWAY 45.
 RL0940'
 RL0940'TO REACH AZIMUTH MARK FROM THE STATION, GO EAST 0.4 MILE ON
 RL0940'COUNTY HIGHWAY B TO THE JUNCTION WITH U.S. HIGHWAY 45, TURN
 RL0940'RIGHT ON U.S. HIGHWAY 45 AND GO 0.05 MILE TO THE AZIMUTH MARK
 RL0940'ON THE LEFT, EAST SIDE OF THE ROAD.
 RL0940'
 RL0940'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 RL0940
 RL0940                          STATION RECOVERY (1948)
 RL0940
 RL0940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0940'AT LAND O LAKES.
 RL0940'AT LAND O LAKES, ABOUT 0.4 MILE WEST ALONG COUNTY HIGHWAY B
 RL0940'FROM ITS INTERSECTION WITH U.S. HIGHWAY 45, AT THE EAST EDGE OF
 RL0940'THE TOWN, 126 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0940'103 FEET NORTH OF POWER POLE NO. 41196, 91.7 FEET NORTH-NORTHEAST
 RL0940'OF R.M. NO. 1, 139.2 FEET EAST OF R.M. NO. 2, AND IS A RECTANGULAR
 RL0940'BRONZE PLAQUE SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 RL0940'2 FEET ABOVE THE GROUND AND HAS A 3-FOOT CONCRETE BASE.
 RL0940
 RL0940                          STATION RECOVERY (1952)
 RL0940
 RL0940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RL0940'STATION RECOVERED, STATION MARK, BOTH REFERENCE MARKS AND
 RL0940'THE AZIMUTH MARK WAS FOUND AS PREVIOUSLY DESCRIBED AND ARE
 RL0940'IN GOOD CONDITION.
 RL0940'
 RL0940'ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 RL0940
 RL0940                          STATION RECOVERY (1995)
 RL0940
 RL0940'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1995 (RLD)
 RL0940'RECOVERED AS DESCRIBED.  PREVIOUS DESC.  IS ADEQUATE.  STATION IS IN
 RL0940'POOR CONDITION, MONUMENT IS BROKEN IN HALF, BOTH REFERENCE MONUMENTS
 RL0940'AND THE AZMITH MARK ARE MISSING, OR BURIED.  POWER POLE HAS BEEN
 RL0940'RELOCATED.  THE NW CORNER OF A PRIVATE DWELLING BEARS S38E, 46.3 FT.,
 RL0940'FROM THE STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1599 ***********************************************************************
 NF1599  DESIGNATION -  BOWER
 NF1599  PID         -  NF1599
 NF1599  STATE/COUNTY-  MI/IONIA
 NF1599  USGS QUAD   -  PORTLAND SOUTH (1978)
 NF1599
 NF1599                         *CURRENT SURVEY CONTROL
 NF1599  ___________________________________________________________________
 NF1599* NAD 83(1994)-  42 50 33.53508(N)    084 59 29.32294(W)     ADJUSTED  
 NF1599* NAVD 88     -       256.2    (meters)     841.     (feet)  VERTCON   
 NF1599  ___________________________________________________________________
 NF1599  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 NF1599  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF1599
 NF1599  HORZ ORDER  -  FIRST
 NF1599
 NF1599.The horizontal coordinates were established by classical geodetic methods
 NF1599.and adjusted by the National Geodetic Survey in February 1997..
 NF1599
 NF1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1599
 NF1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1599
 NF1599.The geoid height was determined by GEOID03.
 NF1599
 NF1599;                    North         East     Units Scale Factor Converg.
 NF1599;SPC MI S     -   149,327.334 3,948,927.629   MT  0.99990715   -0 25 30.7
 NF1599;SPC MI S     -   489,919.07 12,955,799.31   iFT  0.99990715   -0 25 30.7
 NF1599;UTM  16      - 4,745,298.063   664,130.989   MT  0.99993142   +1 21 57.9
 NF1599
 NF1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1599!SPC MI S     -   0.99996512  x   0.99990715  =   0.99987228
 NF1599!UTM  16      -   0.99996512  x   0.99993142  =   0.99989655
 NF1599
 NF1599|---------------------------------------------------------------------|
 NF1599| PID    Reference Object                     Distance      Geod. Az  |
 NF1599|                                                           dddmmss.s |
 NF1599| CH0831 BOWER RM 1                           26.392 METERS 05016     |
 NF1599| NF1597 PORTLAND MUN TANK                   APPROX. 7.7 KM 0713840.5 |
 NF1599| NF1605 SARANAC BELL TEL MICROWAVE          APPROX.14.1 KM 2894429.3 |
 NF1599| CH0832 BOWER RM 2                           25.738 METERS 31433     |
 NF1599| CH0830 BOWER AZ MK                                        3380546.8 |
 NF1599|---------------------------------------------------------------------|
 NF1599
 NF1599                          SUPERSEDED SURVEY CONTROL
 NF1599
 NF1599  NAD 83(1986)-  42 50 33.53313(N)    084 59 29.33880(W) AD(       ) 1
 NF1599  NAD 27      -  42 50 33.41065(N)    084 59 29.34442(W) AD(       ) 1
 NF1599  NGVD 29 (07/19/86)  256.3    (m)          841.     (f) VERT ANG       
 NF1599
 NF1599.Superseded values are not recommended for survey control.
 NF1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1599.See file dsdata.txt to determine how the superseded data were derived.
 NF1599
 NF1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6413145298(NAD 83)
 NF1599_MARKER: DS = TRIANGULATION STATION DISK
 NF1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1599_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1599
 NF1599  HISTORY     - Date     Condition        Report By
 NF1599  HISTORY     - 1969     MONUMENTED       CGS
 NF1599  HISTORY     - 1981     GOOD             MIDH
 NF1599
 NF1599                          STATION DESCRIPTION
 NF1599
 NF1599'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1599'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 11, T5N,
 NF1599'R6W AND ON
 NF1599'PROPERTY OWNED BY MR. LOUIS BOWER.  (MR. BOWER LIVES 0.15 MILE
 NF1599'EAST OF THE STATION).  IT IS
 NF1599'ABOUT 12-1/2 MILES EAST OF CLARKSVILLE, 10
 NF1599'MILES SOUTH OF LYONS, 7 MILES NORTHEAST OF
 NF1599'WOODBURY AND 4-1/2 MILES SOUTHWEST
 NF1599'PORTLAND.
 NF1599'
 NF1599'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43, 50 AND
 NF1599'66 IN THE SOUTH
 NF1599'EDGE OF WOODBURY, GO NORTH ON STATE HIGHWAY 66 FOR 6.0
 NF1599'MILES TO A CROSSROAD.  (PAVED
 NF1599'RIGHT AND GRAVELED LEFT).  TURN RIGHT AND GO
 NF1599'EAST ON CLARKSVILLE ROAD FOR 1.0 MILE TO A
 NF1599'CROSSROAD (GODDARD ROAD) AND THE
 NF1599'END OF THE PAVED PORTION OF CLARKSVILLE ROAD.  CONTINUE EAST
 NF1599'ON CLARKSVILLE ROAD FOR
 NF1599'3.0 MILES TO A PAVED CROSSROAD (SUNFIELD HWY.).  CONTINUE EAST
 NF1599'ON CLARKSVILLE ROAD, PAVED,
 NF1599'FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 NF1599'
 NF1599'THE STATION MARK IS A STANDARD DISK STAMPED BOWER 1969, SET IN THE
 NF1599'TOP OF A
 NF1599'CYLINDRICAL CONCRETE MONUMENT WHICH IS 18 INCHES IN DIAMETER AND
 NF1599'SET IN 16 INCHES BELOW THE
 NF1599'GROUND SURFACE.  IT IS 87.8 FEET SOUTHWEST OF THE
 NF1599'METAL WITNESS POST NEAR REFERENCE MARK 1,
 NF1599'86.3 FEET SOUTH OF THE CENTER
 NF1599'OF CLARKSVILLE ROAD, 84.2 FEET SOUTHEAST OF THE METAL
 NF1599'WITNESS POST SET
 NF1599'NEAR REFERENCE MARK 2 AND 52.4 FEET SOUTH OF A TELEPHONE POLE.
 NF1599'
 NF1599'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOWER NO 1 1969, SET
 NF1599'IN THE TOP OF A
 NF1599'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES.
 NF1599'IT IS 69.0 FEET EAST OF THE
 NF1599'TELEPHONE POLE, 30.2 FEET SOUTH OF THE CENTER
 NF1599'OF CLARKSVILLE ROAD AND 1.4 FEET
 NF1599'SOUTH-SOUTHWEST OF THE METAL WITNESS POST.
 NF1599'
 NF1599'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOWER NO 2 1969, SET
 NF1599'IN THE TOP OF A
 NF1599'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 2 INCHES.
 NF1599'IT IS 58.3 FEET WEST OF THE
 NF1599'TELEPHONE POLE, 27.4 FEET SOUTH OF THE CENTER
 NF1599'OF CLARKSVILLE ROAD AND 1.5 FEET SOUTHWEST OF
 NF1599'THE METAL WITNESS POST.
 NF1599'
 NF1599'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF CLARKSVILLE ROAD AND
 NF1599'SUNFIELD HWY., 0.2
 NF1599'MILE WEST OF THE STATION, GO NORTH ON SUNFIELD HWY.
 NF1599'FOR 0.5 MILE TO THE MARK ON THE LEFT,
 NF1599'WEST, SIDE OF THE ROAD.
 NF1599'
 NF1599'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOWER 1969, SET IN
 NF1599'THE TOP OF A
 NF1599'12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4 INCHES.
 NF1599'IT IS 212 FEET SOUTH OF THE
 NF1599'CENTER OF KNOLL ROAD, 27.0 FEET WEST OF THE
 NF1599'CENTER OF SUNFIELD HWY. AND 2.4 FEET SOUTHWEST
 NF1599'OF A METAL WITNESS POST.
 NF1599'
 NF1599'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 NF1599
 NF1599                          STATION RECOVERY (1981)
 NF1599
 NF1599'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 NF1599'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 NF1599'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STATION IS IN A
 NF1599'CULTIVATED FIELD AND BURIED 16 INCHES BELOW THE GROUND SURFACE.  A
 NF1599'METAL BAR WAS PLACED NEXT TO THE STATION MONUMENT.
 NF1599'
 NF1599'CLARKSVILLE ROAD IS NOW PAVED AND NOT GRAVEL AS IN THE ORIGINAL
 NF1599'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0597 ***********************************************************************
 OK0597  DESIGNATION -  BOYD
 OK0597  PID         -  OK0597
 OK0597  STATE/COUNTY-  MI/OSCEOLA
 OK0597  USGS QUAD   -  ALTONA (1985)
 OK0597
 OK0597                         *CURRENT SURVEY CONTROL
 OK0597  ___________________________________________________________________
 OK0597* NAD 83(1994)-  43 49 06.82799(N)    085 21 48.50925(W)     ADJUSTED  
 OK0597* NAVD 88     -       378.     (meters)    1240.     (feet)  SCALED    
 OK0597  ___________________________________________________________________
 OK0597  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 OK0597  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 OK0597
 OK0597  HORZ ORDER  -  FIRST
 OK0597
 OK0597.The horizontal coordinates were established by classical geodetic methods
 OK0597.and adjusted by the National Geodetic Survey in February 1997..
 OK0597
 OK0597.The orthometric height was scaled from a topographic map.
 OK0597
 OK0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0597
 OK0597.The geoid height was determined by GEOID03.
 OK0597
 OK0597;                    North         East     Units Scale Factor Converg.
 OK0597;SPC MI C     -    56,266.654 5,919,800.297   MT  1.00010351   -0 42 14.9
 OK0597;SPC MI C     -   184,601.88 19,421,916.98   iFT  1.00010351   -0 42 14.9
 OK0597;SPC MI S     -   258,030.384 3,919,805.259   MT  1.00003983   -0 40 42.1
 OK0597;SPC MI S     -   846,556.38 12,860,253.47   iFT  1.00003983   -0 40 42.1
 OK0597;UTM  16      - 4,853,022.914   631,606.897   MT  0.99981304   +1 07 59.7
 OK0597
 OK0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0597!SPC MI C     -   0.99994588  x   1.00010351  =   1.00004938
 OK0597!SPC MI S     -   0.99994588  x   1.00003983  =   0.99998570
 OK0597!UTM  16      -   0.99994588  x   0.99981304  =   0.99975893
 OK0597
 OK0597|---------------------------------------------------------------------|
 OK0597| PID    Reference Object                     Distance      Geod. Az  |
 OK0597|                                                           dddmmss.s |
 OK0597| CH0833 BOYD RM 1                            16.980 METERS 09952     |
 OK0597| OK0596 HUSTON                              APPROX.22.6 KM 1795851.5 |
 OK0597| CH0834 BOYD RM 2                             9.470 METERS 23042     |
 OK0597|---------------------------------------------------------------------|
 OK0597
 OK0597                          SUPERSEDED SURVEY CONTROL
 OK0597
 OK0597  NAD 83(1986)-  43 49 06.82552(N)    085 21 48.51881(W) AD(       ) 1
 OK0597  NAD 27      -  43 49 06.74837(N)    085 21 48.34809(W) AD(       ) 1
 OK0597
 OK0597.Superseded values are not recommended for survey control.
 OK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0597.See file dsdata.txt to determine how the superseded data were derived.
 OK0597
 OK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3160753023(NAD 83)
 OK0597_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0597_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0597+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 OK0597
 OK0597  HISTORY     - Date     Condition        Report By
 OK0597  HISTORY     - 1931     MONUMENTED       CGS
 OK0597  HISTORY     - 1980     GOOD             MIDH
 OK0597  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 OK0597  HISTORY     - 20010927 GOOD             USPSQD
 OK0597
 OK0597                          STATION DESCRIPTION
 OK0597
 OK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 OK0597'ABOUT 4-1/2 MILES SOUTHEAST OF
 OK0597'HERSEY, NEAR
 OK0597'CENTER OF SW 1/4 SEC. 35, T. 17 N., R. 12 W.  TO REACH FROM REED
 OK0597'CITY, FOLLOW ROUTE 131 SOUTH 2.2
 OK0597'MILES TO COUNTY ROAD, TURN LEFT ON COUNTY ROAD AND GO
 OK0597'3.3 MILES TO FIRST CONGREGATIONAL CHURCH IN
 OK0597'HERSEY, TURN RIGHT ON GRAVEL ROAD FOR
 OK0597'0.7 MILE, THENCE RIGHT ABOUT 100 YARDS EAST OF BRIDGE FOR 0.3
 OK0597'MILE, AND FOLLOW ROAD AROUND TO
 OK0597'LEFT FOR 0.8 MILE, THENCE SOUTH FOR 1.5 MILES AND FOLLOW MAIN GRAVEL
 OK0597'ROAD LEFT FOR 0.5 MILE, THENCE
 OK0597'SOUTH 0.6 MILE, AND TAKE LEFT GRAVEL ROAD BEARING SOUTHEAST
 OK0597'FOR 1.4 MILES, THENCE LEFT GRAVEL ROAD
 OK0597'BEARING EAST FOR 1.1 MILES.  TURN NORTH ONTO
 OK0597'SANDY ROAD WHERE MAIN ROAD TURNS SHARPLY TO SOUTH A FEW
 OK0597'HUNDRED FEET EAST OF BURT
 OK0597'BOYDS BARN, AND FOLLOW NORTH 1 MILE TO POINT WHERE SAND ROAD TURNS
 OK0597'WEST.  TO REACH STATION
 OK0597'FROM THIS TURN WALK NORTH ALONG WEST EDGE OF TIMBER ABOUT 150
 OK0597'YARDS, TURN RIGHT INTO VALLEY
 OK0597'BETWEEN TWO TIMBERED RIDGES.  FOLLOW COW TRAIL
 OK0597'LEADING UP VALLEY 200 YARDS AND BEAR LEFT UP TO
 OK0597'TOP OF SOUTH RIDGE.  STATION IS ON
 OK0597'TOP OF SOUTH RIDGE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 OK0597'DISK STATION MARKS IN
 OK0597'CONCRETE, NOTES 1B AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 OK0597'DISKS IN CONCRETE, NOTE
 OK0597'11B.  NO. 1 IS 16.98 METERS (55.7 FEET) FROM STATION IN AZIMUTH
 OK0597'279 DEG 52 MIN.  NO. 2 IS 9.47 METERS
 OK0597'(31.1 FEET) FROM STATION IN AZIMUTH 50 DEG 42 MIN.
 OK0597
 OK0597                          STATION RECOVERY (1980)
 OK0597
 OK0597'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 OK0597'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0597'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 OK0597'WITH 1931 DATA.
 OK0597'
 OK0597'STATION IS IN SOUTHWEST 1/4 SECTION 35, T17N, R9W, HERSEY TOWNSHIP.
 OK0597'
 OK0597'TO REACH STATION FROM HERSEY, BEGIN AT CORNER OF MAIN AND 4TH STREET,
 OK0597'GO EAST ON 4TH STREET FOR 1.05 MILES TO TEE ROAD, TURN RIGHT AND GO
 OK0597'SOUTH ON 170TH FOR 1.9 MILES TO ROAD LEFT, CONTINUE EAST ON SCHOFIELD
 OK0597'ROAD FOR 1 MILE TO ROAD RIGHT, TURN SOUTH AND GO ALONG 160TH FOR 0.7
 OK0597'MILE TO TEE ROAD, TURN LEFT AND GO SOUTHEASTERLY ON STONY CORNER ROAD
 OK0597'FOR 2.5 MILES TO TEE ROAD, TURN LEFT AND GO NORTH ON NARROW GRAVEL
 OK0597'ROAD FOR 0.6 MILE TO END OF ROAD AND LOCKED STEEL GATE.  CONTINUE
 OK0597'NORTH ON FOOT ALONG FENCE LINE FOR 0.4 MILE TO AN EAST WEST FENCE
 OK0597'LINE, CONTINUE NORTH FOR 0.15 MILE TO RIDGE RISING TO NORTHEAST.
 OK0597'FOLLOW RIDGE TO NORTHEAST FOR 0.15 MILE TO HIGHEST POINT AND THE
 OK0597'STATION.
 OK0597'
 OK0597'PROPERTY OWNED BY MICHIAL BRUNSON, 4051 ORCHARD, FENTON, MICHIGAN.
 OK0597
 OK0597                          STATION RECOVERY (1994)
 OK0597
 OK0597'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0597'MARK NOT FOUND.
 OK0597
 OK0597                          STATION RECOVERY (2001)
 OK0597
 OK0597'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0621 ***********************************************************************
 RK0621  DESIGNATION -  BOYD
 RK0621  PID         -  RK0621
 RK0621  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0621  USGS QUAD   -  MERWIN LAKE (1972)
 RK0621
 RK0621                         *CURRENT SURVEY CONTROL
 RK0621  ___________________________________________________________________
 RK0621* NAD 83(1994)-  46 03 50.04807(N)    086 03 07.11324(W)     ADJUSTED  
 RK0621* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 RK0621  ___________________________________________________________________
 RK0621  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 RK0621  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RK0621
 RK0621  HORZ ORDER  -  SECOND
 RK0621
 RK0621.The horizontal coordinates were established by classical geodetic methods
 RK0621.and adjusted by the National Geodetic Survey in February 1997..
 RK0621
 RK0621.The orthometric height was scaled from a topographic map.
 RK0621
 RK0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0621
 RK0621.The geoid height was determined by GEOID03.
 RK0621
 RK0621;                    North         East     Units Scale Factor Converg.
 RK0621;SPC MI N     -   142,766.119 8,073,344.158   MT  0.99991027   +0 41 06.8
 RK0621;SPC MI N     -   468,392.78 26,487,349.60   iFT  0.99991027   +0 41 06.8
 RK0621;UTM  16      - 5,101,584.355   573,323.028   MT  0.99966609   +0 40 57.8
 RK0621
 RK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0621!SPC MI N     -   0.99996772  x   0.99991027  =   0.99987799
 RK0621!UTM  16      -   0.99996772  x   0.99966609  =   0.99963382
 RK0621
 RK0621|---------------------------------------------------------------------|
 RK0621| PID    Reference Object                     Distance      Geod. Az  |
 RK0621|                                                           dddmmss.s |
 RK0621| CH1744 BOYD RM 1                            33.711 METERS 12332     |
 RK0621| RK0623 MANISTIQUE LOOKOUT TOWER            APPROX.11.3 KM 2440753.4 |
 RK0621| CH1745 BOYD RM 2                            25.730 METERS 27525     |
 RK0621| CH1743 BOYD AZ MK                                         3491054.4 |
 RK0621|---------------------------------------------------------------------|
 RK0621
 RK0621                          SUPERSEDED SURVEY CONTROL
 RK0621
 RK0621  NAD 83(1986)-  46 03 50.04217(N)    086 03 07.10980(W) AD(       ) 2
 RK0621  NAD 27      -  46 03 50.13434(N)    086 03 06.63245(W) AD(       ) 2
 RK0621
 RK0621.Superseded values are not recommended for survey control.
 RK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0621.See file dsdata.txt to determine how the superseded data were derived.
 RK0621
 RK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7332301584(NAD 83)
 RK0621_MARKER: DS = TRIANGULATION STATION DISK
 RK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0621_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0621_STAMPING: BOYD 1965
 RK0621_MARK LOGO: CGS   
 RK0621_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0621+STABILITY: SURFACE MOTION
 RK0621
 RK0621  HISTORY     - Date     Condition        Report By
 RK0621  HISTORY     - 1965     MONUMENTED       CGS
 RK0621  HISTORY     - 19950207 GOOD             LOCENG
 RK0621
 RK0621                          STATION DESCRIPTION
 RK0621
 RK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0621'STATION IS ABOUT 5 MILES NORTH-NORTHWEST OF GULLIVER, 12 MILES
 RK0621'NORTHEAST OF MANISTIQUE AND ON THE PROPERTY OF MR. TOM BOYD.
 RK0621'
 RK0621'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 IN
 RK0621'GULLIVER, GO NORTH ON COUNTY ROAD 432 FOR 4.3 MILES TO THE JUNCTION
 RK0621'WITH COUNTY ROAD 433.  TURN LEFT AND GO WEST ON COUNTY ROAD 433 FOR
 RK0621'2.0 MILES TO A GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 RK0621'ON THE GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT JUST
 RK0621'NORTHEAST OF TWO OLD FRAME BUILDINGS.
 RK0621'
 RK0621'STATION MARKS ARE STANDARD DISKS STAMPED BOYD 1965.  THE SURFACE DISK
 RK0621'IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RK0621'16 FEET SOUTH OF A METAL WITNESS POST AND A WIRE FENCE, 33 FEET NORTH
 RK0621'OF THE NORTHWEST CORNER OF A SMALL PRIVY, 92 FEET NORTHEAST OF THE
 RK0621'NORTHEAST CORNER OF A FRAME BUILDING AND 163 FEET EAST OF THE
 RK0621'CENTER OF A GRAVELED ROAD.  THE UNDERGROUND IS SET IN AN IRREGULAR
 RK0621'MASS OF CONCRETE 30 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0621'
 RK0621'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BOYD NO 1 1965, IS SET
 RK0621'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT
 RK0621'WEST OF A WIRE FENCE, 86 FEET SOUTH OF A FENCE CORNER AND 122 FEET
 RK0621'SOUTHEAST OF THE METAL WITNESS POST.
 RK0621'
 RK0621'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOYD NO 2 1965, IS SET
 RK0621'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 1 FOOT
 RK0621'SOUTH OF A WIRE FENCE, 38 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 RK0621'THE FRAME BUILDING, 53 FEET EAST OF A FENCE CORNER AND 80 FEET
 RK0621'EAST OF THE CENTER OF THE GRAVELED ROAD.
 RK0621'
 RK0621'AZIMUTH MARK, A STANDARD DISK STAMPED BOYD 1965, IS SET IN A ROUND
 RK0621'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2 FEET SOUTHWEST
 RK0621'OF A METAL WITNESS POST, 10 FEET SOUTHEAST OF A 24 INCH BEECH TREE
 RK0621'AND 29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD.
 RK0621'
 RK0621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 RK0621'ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 RK0621'
 RK0621'HEIGHT OF LIGHT ABOVE STATION MARK 44 METERS.
 RK0621
 RK0621                          STATION RECOVERY (1995)
 RK0621
 RK0621'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0621'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0822 ***********************************************************************
 QK0822  DESIGNATION -  BOYNE
 QK0822  PID         -  QK0822
 QK0822  STATE/COUNTY-  MI/CHARLEVOIX
 QK0822  USGS QUAD   -  
 QK0822
 QK0822                         *CURRENT SURVEY CONTROL
 QK0822  ___________________________________________________________________
 QK0822* NAD 83(1994)-  45 14 20.23692(N)    085 00 48.39703(W)     ADJUSTED  
 QK0822* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 QK0822  ___________________________________________________________________
 QK0822  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 QK0822  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0822
 QK0822  HORZ ORDER  -  SECOND
 QK0822
 QK0822.The horizontal coordinates were established by classical geodetic methods
 QK0822.and adjusted by the National Geodetic Survey in February 1997..
 QK0822
 QK0822.The orthometric height was scaled from a topographic map.
 QK0822
 QK0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0822
 QK0822.The geoid height was determined by GEOID03.
 QK0822
 QK0822;                    North         East     Units Scale Factor Converg.
 QK0822;SPC MI C     -   213,808.163 5,949,220.395   MT  0.99992599   -0 27 24.8
 QK0822;SPC MI C     -   701,470.35 19,518,439.62   iFT  0.99992599   -0 27 24.8
 QK0822;UTM  16      - 5,011,415.447   655,918.653   MT  0.99989892   +1 24 39.0
 QK0822
 QK0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0822!SPC MI C     -   0.99996130  x   0.99992599  =   0.99988729
 QK0822!UTM  16      -   0.99996130  x   0.99989892  =   0.99986022
 QK0822
 QK0822:                Primary Azimuth Mark                     Grid Az
 QK0822:SPC MI C     -  BOYNE AZ MK                              034 20 07.6
 QK0822:UTM  16      -  BOYNE AZ MK                              032 28 03.8
 QK0822
 QK0822|---------------------------------------------------------------------|
 QK0822| PID    Reference Object                     Distance      Geod. Az  |
 QK0822|                                                           dddmmss.s |
 QK0822| CH1746 BOYNE AZ MK                                        0335242.8 |
 QK0822| QK0687 BOYNE CITY RADIO KQA 450 MAST       APPROX. 1.4 KM 0675028.5 |
 QK0822| QK0688 BOYNE CITY RADIO KQE 573 MAST       APPROX. 1.6 KM 1105334.4 |
 QK0822| CH1748 BOYNE RM 2                            8.465 METERS 29400     |
 QK0822| CH1747 BOYNE RM 1                            8.587 METERS 35841     |
 QK0822|---------------------------------------------------------------------|
 QK0822
 QK0822                          SUPERSEDED SURVEY CONTROL
 QK0822
 QK0822  NAD 83(1986)-  45 14 20.23225(N)    085 00 48.39628(W) AD(       ) 2
 QK0822  NAD 27      -  45 14 20.20100(N)    085 00 48.20400(W) AD(       ) 2
 QK0822
 QK0822.Superseded values are not recommended for survey control.
 QK0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0822.See file dsdata.txt to determine how the superseded data were derived.
 QK0822
 QK0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5591911415(NAD 83)
 QK0822_MARKER: DS = TRIANGULATION STATION DISK
 QK0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0822_STAMPING: BOYNE 1956
 QK0822_MARK LOGO: CGS   
 QK0822_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0822+STABILITY: SURFACE MOTION
 QK0822
 QK0822  HISTORY     - Date     Condition        Report By
 QK0822  HISTORY     - 1956     MONUMENTED       CGS
 QK0822  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0822  HISTORY     - 1974     SEE DESCRIPTION  USLS
 QK0822  HISTORY     - 19940521 GOOD             LOCENG
 QK0822
 QK0822                          STATION DESCRIPTION
 QK0822
 QK0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0822'THE STATION IS ABOUT 9 MILES SOUTH OF PETOSKEY, ABOUT 2 MILES NORTH
 QK0822'OF BOYNE CITY ON A HIGH
 QK0822'PASTURE RIDGE, ON THE PROPERTY OF MRS. MABLE GRIFFIN.  IT IS SET IN A
 QK0822'NORTH-SOUTH FENCE LINE AND AT
 QK0822'INTERSECTION OF A FENCE LINE WEST, 3 FEET NORTHEAST OF A WHITE
 QK0822'WITNESS POST.  THE MARK PROJECTS 1
 QK0822'INCH AND THE DISK IS STAMPED BOYNE 1956.
 QK0822'
 QK0822'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BOYNE CITY, GO NORTH
 QK0822'ON N. PARK STREET FOR 0.75
 QK0822'MILE TO A CROSSROAD AND THE END OF PAVEMENT.  CONTINUE NORTH ON
 QK0822'GRAVEL ROAD FOR 0.4 MILE TO A T
 QK0822'ROAD.  TURN RIGHT AND GO EAST AND NORTH ON GRAVEL ROAD
 QK0822'(CHARLEVOIX COUNTY 630) FOR 1.4 MILES TO A
 QK0822'GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON
 QK0822'GRAVEL ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QK0822'CONTINUE WEST ON GRAVEL ROAD FOR
 QK0822'0.1 MILE TO A SAND ROAD RIGHT AND AN OPENING IN THE FENCE ON THE
 QK0822'LEFT.  TURN LEFT AND GO SOUTH
 QK0822'ACROSS PASTURE FIELD ALONG THE EAST SIDE OF A FENCE LINE TO THE TOP
 QK0822'OF THE HILL AND THE MARK IN THE
 QK0822'NORTH-SOUTH FENCE LINE.
 QK0822'
 QK0822'REFERENCE MARK 1 IS IN THE NORTH-SOUTH FENCE LINE AND 31 FEET NORTH
 QK0822'OF THE WHITE WITNESS POST.
 QK0822'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED BOYNE NO 1 1956.
 QK0822'
 QK0822'REFERENCE MARK 2 IS IN AN EAST-WEST FENCE LINE, 25 FEET WEST OF THE
 QK0822'NORTH-SOUTH FENCE LINE AND
 QK0822'28 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND
 QK0822'THE DISK IS STAMPED BOYNE NO 2
 QK0822'1956.
 QK0822'
 QK0822'THE AZIMUTH MARK IS 26 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0822'3 FEET EAST OF A WHITE WITNESS
 QK0822'POST, 5 FEET EAST OF A POWER LINE POLE AND 4 FEET SOUTH OF THE
 QK0822'SOUTH EDGE OF A CULTIVATED FIELD.
 QK0822'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QK0822'BOYNE 1956.
 QK0822'
 QK0822'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QK0822
 QK0822                          STATION RECOVERY (1967)
 QK0822
 QK0822'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0822'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  NO
 QK0822'SEARCH CONDUCTED
 QK0822'FOR THE AZIMUTH MARK.  ROUTE DESCRIPTION
 QK0822'WAS ADEQUATE.
 QK0822
 QK0822                          STATION RECOVERY (1974)
 QK0822
 QK0822'RECOVERY NOTE BY US LAKE SURVEY 1974
 QK0822'STATION AND RMS AND AZ.MK. RECOVERED AS DESCRIBED EXCEPT FOR
 QK0822'FOLLOWING CHANGES.
 QK0822'SECOND PARAGRAPH FIRST SENTENCE, DELETE AND THE END OF PAVEMENT.
 QK0822'SECOND SENTENCE, CHANGE
 QK0822'GRAVEL TO PAVED.  THIRD SENTENCE, CHANGE FIRST
 QK0822'GRAVEL TO PAVED.
 QK0822'
 QK0822'ALL MONUMENTS WERE FOUND IN EXCELLENT CONDITION.
 QK0822
 QK0822                          STATION RECOVERY (1994)
 QK0822
 QK0822'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0822'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 QK0822'RECOVERED IN GOOD CONDITION.  RM 2 COULD NOT BE LOCATED.  THE
 QK0822'EAST-WEST FENCE HAD BEEN REMOVED AS WAS THE WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0687 ***********************************************************************
 QK0687  DESIGNATION -  BOYNE CITY RADIO KQA 450 MAST
 QK0687  PID         -  QK0687
 QK0687  STATE/COUNTY-  MI/CHARLEVOIX
 QK0687  USGS QUAD   -  BOYNE FALLS (1986)
 QK0687
 QK0687                         *CURRENT SURVEY CONTROL
 QK0687  ___________________________________________________________________
 QK0687* NAD 83(1994)-  45 14 37.85354(N)    084 59 47.14880(W)     ADJUSTED  
 QK0687* NAVD 88     -                                                        
 QK0687  ___________________________________________________________________
 QK0687  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 QK0687  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 QK0687
 QK0687  HORZ ORDER  -  THIRD
 QK0687
 QK0687.The horizontal coordinates were established by classical geodetic methods
 QK0687.and adjusted by the National Geodetic Survey in February 1997..
 QK0687
 QK0687
 QK0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0687
 QK0687.The geoid height was determined by GEOID03.
 QK0687
 QK0687;                    North         East     Units Scale Factor Converg.
 QK0687;SPC MI C     -   214,341.443 5,950,560.342   MT  0.99992644   -0 26 41.5
 QK0687;SPC MI C     -   703,219.96 19,522,835.77   iFT  0.99992644   -0 26 41.5
 QK0687;UTM  16      - 5,011,992.102   657,240.474   MT  0.99990401   +1 25 23.0
 QK0687
 QK0687                          SUPERSEDED SURVEY CONTROL
 QK0687
 QK0687  NAD 83(1986)-  45 14 37.84857(N)    084 59 47.14964(W) AD(       ) 4
 QK0687  NAD 27      -  45 14 37.81500(N)    084 59 46.96600(W) AD(       ) 3
 QK0687
 QK0687.Superseded values are not recommended for survey control.
 QK0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0687.See file dsdata.txt to determine how the superseded data were derived.
 QK0687
 QK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5724011992(NAD 83)
 QK0687
 QK0687  HISTORY     - Date     Condition        Report By
 QK0687  HISTORY     - 1956     MONUMENTED       CGS
 QK0687
 QK0687                          STATION DESCRIPTION
 QK0687
 QK0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0687'THE STATION IS THE CENTER OF THE TOP OF THE BOYNE CITY REA
 QK0687'MAST.  IT IS ABOUT
 QK0687'2 MILES NORTH OF BOYNE CITY ON A TIMBER COVERED RIDGE.  IT IS A
 QK0687'UNIFORM, CROSS-SECTION STEEL
 QK0687'STRUCTURE SUPPORTED BY GUY WIRES AND IS PAINTED IN
 QK0687'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 QK0687'HEIGHT IS 200 FEET.
 QK0687'
 QK0687'TO REACH THE STATION FROM THE INTERSECTION OF WATER STREET AND NORTH
 QK0687'PARK STREET IN BOYNE CITY, GO
 QK0687'NORTH ON NORTH PARK STREET FOR 0.65 MILE TO THE END OF PAVEMENT.
 QK0687'CONTINUE NORTH ON GRAVEL ROAD FOR
 QK0687'0.4 MILE TO A T-ROAD (COUNTY ROAD 630).  TURN RIGHT
 QK0687'AND GO EAST AND NORTH ON GRAVEL ROAD (COUTNY ROAD
 QK0687'630) FOR 1.6 MILES TO A DIM TRACK
 QK0687'ROAD RIGHT.  TURN RIGHT AND FOLLOW ROAD EAST UP HILL FOR 0.05 MILE
 QK0687'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0688 ***********************************************************************
 QK0688  DESIGNATION -  BOYNE CITY RADIO KQE 573 MAST
 QK0688  PID         -  QK0688
 QK0688  STATE/COUNTY-  MI/CHARLEVOIX
 QK0688  USGS QUAD   -  BOYNE FALLS (1986)
 QK0688
 QK0688                         *CURRENT SURVEY CONTROL
 QK0688  ___________________________________________________________________
 QK0688* NAD 83(1994)-  45 14 02.27140(N)    084 59 41.80676(W)     ADJUSTED  
 QK0688* NAVD 88     -                                                        
 QK0688  ___________________________________________________________________
 QK0688  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 QK0688  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0688
 QK0688  HORZ ORDER  -  THIRD
 QK0688
 QK0688.The horizontal coordinates were established by classical geodetic methods
 QK0688.and adjusted by the National Geodetic Survey in February 1997..
 QK0688
 QK0688
 QK0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0688
 QK0688.The geoid height was determined by GEOID03.
 QK0688
 QK0688;                    North         East     Units Scale Factor Converg.
 QK0688;SPC MI C     -   213,242.189 5,950,668.325   MT  0.99992555   -0 26 37.8
 QK0688;SPC MI C     -   699,613.48 19,523,190.04   iFT  0.99992555   -0 26 37.8
 QK0688;UTM  16      - 5,010,896.976   657,384.225   MT  0.99990457   +1 25 25.9
 QK0688
 QK0688                          SUPERSEDED SURVEY CONTROL
 QK0688
 QK0688  NAD 83(1986)-  45 14 02.26736(N)    084 59 41.80869(W) AD(       ) 4
 QK0688  NAD 27      -  45 14 02.23800(N)    084 59 41.62800(W) AD(       ) 3
 QK0688
 QK0688.Superseded values are not recommended for survey control.
 QK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0688.See file dsdata.txt to determine how the superseded data were derived.
 QK0688
 QK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5738410897(NAD 83)
 QK0688
 QK0688  HISTORY     - Date     Condition        Report By
 QK0688  HISTORY     - 1956     MONUMENTED       CGS
 QK0688
 QK0688                          STATION DESCRIPTION
 QK0688
 QK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0688'THE STATION IS THE CENTER OF THE TOP OF THE BOYNE CITY
 QK0688'CHARLEVOIX COUNTY
 QK0688'ROAD COMMISSION MAST.  IT IS ABOUT 1-1/2 MILES NORTH OF BOYNE CITY
 QK0688'ON A LOW RIDGE IN AN APPLE ORCHARD.
 QK0688'IT IS A UNIFORM, CROSS-SECTION STEEL STRUCTURE
 QK0688'SUPPORTED BY GUY WIRES AND IS PAINTED SILVER.  THE
 QK0688'HEIGHT IS 100 FEET.
 QK0688'
 QK0688'TO REACH THE STATION FROM THE INTERSECTION OF WATER STREET AND NORTH
 QK0688'PARK STREET IN BOYNE CITY, GO
 QK0688'NORTH ON NORTH PARK STREET FOR 0.65 MILE TO THE END OF PAVEMENT.
 QK0688'CONTINUE NORTH ON GRAVEL ROAD FOR
 QK0688'0.4 MILE TO A T-ROAD (COUNTY ROAD 630).  TURN RIGHT
 QK0688'AND GO EAST AND NORTH ON GRAVEL ROAD (COUNTY ROAD
 QK0688'630) FOR 0.95 MILE TO A DIM TRACK
 QK0688'ROAD RIGHT.  TURN RIGHT AND GO EAST THROUGH APPLE ORCHARD FOR 0.15
 QK0688'MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0823 ***********************************************************************
 QK0823  DESIGNATION -  BOYNE CITY RADIO KQA 712 MAST
 QK0823  PID         -  QK0823
 QK0823  STATE/COUNTY-  MI/CHARLEVOIX
 QK0823  USGS QUAD   -  
 QK0823
 QK0823                         *CURRENT SURVEY CONTROL
 QK0823  ___________________________________________________________________
 QK0823* NAD 83(1994)-  45 11 52.91944(N)    085 00 43.14118(W)     ADJUSTED  
 QK0823* NAVD 88     -                                                        
 QK0823  ___________________________________________________________________
 QK0823  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 QK0823  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 QK0823
 QK0823  HORZ ORDER  -  THIRD
 QK0823
 QK0823.The horizontal coordinates were established by classical geodetic methods
 QK0823.and adjusted by the National Geodetic Survey in February 1997..
 QK0823
 QK0823
 QK0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0823
 QK0823.The geoid height was determined by GEOID03.
 QK0823
 QK0823;                    North         East     Units Scale Factor Converg.
 QK0823;SPC MI C     -   209,259.883 5,949,298.836   MT  0.99992257   -0 27 21.1
 QK0823;SPC MI C     -   686,548.17 19,518,696.97   iFT  0.99992257   -0 27 21.1
 QK0823;UTM  16      - 5,006,872.250   656,145.245   MT  0.99989979   +1 24 39.1
 QK0823
 QK0823                          SUPERSEDED SURVEY CONTROL
 QK0823
 QK0823  NAD 83(1986)-  45 11 52.91575(N)    085 00 43.14037(W) AD(       ) 4
 QK0823  NAD 27      -  45 11 52.89000(N)    085 00 42.96000(W) AD(       ) 3
 QK0823
 QK0823.Superseded values are not recommended for survey control.
 QK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0823.See file dsdata.txt to determine how the superseded data were derived.
 QK0823
 QK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5614506872(NAD 83)
 QK0823
 QK0823  HISTORY     - Date     Condition        Report By
 QK0823  HISTORY     - 1956     MONUMENTED       CGS
 QK0823
 QK0823                          STATION DESCRIPTION
 QK0823
 QK0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0823'THE STATION IS THE TOP OF THE ANTENNA OF THE BOYNE CITY, RADIO
 QK0823'STATION KQA 712
 QK0823'MAST, LOCATED ON A HIGH HILL WHICH IS KNOWN AS BOYNE MOUNTAIN, AT THE
 QK0823'SOUTH END OF THE AVALANCHE SKI RUN
 QK0823'ABOUT 1 MILE SOUTH OF BOYNE CITY.  IT IS A 4 LEGGED
 QK0823'STEEL STRUCTURE, 45 FEET HIGH WITH A WOODEN POLE IN
 QK0823'THE MIDDLE THAT RAISES ABOUT 20 FEET
 QK0823'ABOVE THE TOWER AND HAS A WHIP ANTENNA ON THE TOP.  IT IS IN A FENCED
 QK0823'IN ENCLOSURE WITH A SMALL CONCRETE
 QK0823'BLOCK BUILDING.  THE MAST IS OWNED BY MICHIGAN CONSERVATION
 QK0823'DEPARTMENT.
 QK0823'
 QK0823'TO REACH THE STATION FROM THE POST OFFICE IN BOYNE CITY, GO WEST ON
 QK0823'WATER STREET FOR 0.1 MILE TO
 QK0823'SOUTH PARK STREET.  TURN LEFT AND GO SOUTH ON SOUTH PARK STREET FOR
 QK0823'0.6 MILE TO EAST DIVISION STREET.
 QK0823'TURN RIGHT AND GO WEST ON EAST DIVISION STREET FOR 0.05 MILE TO
 QK0823'WILSON STREET.  TURN LEFT AND GO SOUTH ON
 QK0823'WILSON STREET FOR 0.15 MILE TO A T STREET
 QK0823'(ANN STREET).  TURN LEFT AND GO EAST AND THEN SOUTH ON
 QK0823'GRAVEL ROAD FOR 0.2 MILE TO A
 QK0823'CONCRETE BLOCK BUILDING ON THE LEFT AND THE AVALANCHE SKI SLOPE ON
 QK0823'THE LEFT.  FROM HERE PACK SOUTH UP
 QK0823'THE SKI SLOPE FOR ABOUT 0.2 MILE TO THE MAST AT THE SOUTH END OF THE
 QK0823'SKI SLOPE AND THE TOP OF THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1257 ***********************************************************************
 RJ1257  DESIGNATION -  BPS C8W 129
 RJ1257  PID         -  RJ1257
 RJ1257  STATE/COUNTY-  MI/CHIPPEWA
 RJ1257  USGS QUAD   -  MUNUSCONG (1976)
 RJ1257
 RJ1257                         *CURRENT SURVEY CONTROL
 RJ1257  ___________________________________________________________________
 RJ1257* NAD 83(1994)-  46 10 51.37659(N)    084 08 53.83530(W)     ADJUSTED  
 RJ1257* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 RJ1257  ___________________________________________________________________
 RJ1257  X           -     451,038.078 (meters)                     COMP
 RJ1257  Y           -  -4,400,876.247 (meters)                     COMP
 RJ1257  Z           -   4,579,297.716 (meters)                     COMP
 RJ1257  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 RJ1257  ELLIP HEIGHT-         141.65  (meters)          (02/03/97) GPS OBS
 RJ1257  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1257
 RJ1257  HORZ ORDER  -  FIRST
 RJ1257  ELLP ORDER  -  FOURTH    CLASS I
 RJ1257
 RJ1257.The horizontal coordinates were established by GPS observations
 RJ1257.and adjusted by the National Geodetic Survey in February 1997..
 RJ1257
 RJ1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1257
 RJ1257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1257
 RJ1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1257
 RJ1257.The ellipsoidal height was determined by GPS observations
 RJ1257.and is referenced to NAD 83.
 RJ1257
 RJ1257.The geoid height was determined by GEOID03.
 RJ1257
 RJ1257;                    North         East     Units Scale Factor Converg.
 RJ1257;SPC MI N     -   159,294.946 8,220,113.381   MT  0.99990449   +2 03 40.3
 RJ1257;SPC MI N     -   522,621.21 26,968,875.92   iFT  0.99990449   +2 03 40.3
 RJ1257;UTM  16      - 5,118,104.785   720,090.184   MT  1.00019550   +2 03 30.3
 RJ1257
 RJ1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1257!SPC MI N     -   0.99997779  x   0.99990449  =   0.99988229
 RJ1257!UTM  16      -   0.99997779  x   1.00019550  =   1.00017329
 RJ1257
 RJ1257                          SUPERSEDED SURVEY CONTROL
 RJ1257
 RJ1257  NAD 83(1986)-  46 10 51.36807(N)    084 08 53.83152(W) AD(       ) 1
 RJ1257  NGVD 29 (05/22/90)  178.3    (m)          585.     (f) GPS OBS        
 RJ1257
 RJ1257.Superseded values are not recommended for survey control.
 RJ1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1257.See file dsdata.txt to determine how the superseded data were derived.
 RJ1257
 RJ1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2009018105(NAD 83)
 RJ1257_MARKER: DS = TRIANGULATION STATION DISK
 RJ1257_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1257+WITH SETTING: INFORMATION.
 RJ1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1257+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1257
 RJ1257  HISTORY     - Date     Condition        Report By
 RJ1257  HISTORY     - 1988     MONUMENTED       USE
 RJ1257
 RJ1257                          STATION DESCRIPTION
 RJ1257
 RJ1257'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1257'THE STATION IS LOCATED ABOUT 38.1 KM (23.7 MI) SOUTH-SOUTHEAST OF
 RJ1257'SAULT STE MARIE, 35.6 KM (22.1 MI) EAST-SOUTHEAST OF RUDYARD, AND
 RJ1257'28.2 KM (17.5 MI) NORTHWEST OF DETOUR VILLAGE, IN GOVT LOT 2, SEC
 RJ1257'26, T44N-R2E. OWNERSHIP---WILLIAM C. HEPPNER, JR. ESTATE
 RJ1257'
 RJ1257'TO REACH THE STATION FROM THE POST OFFICE IN PICKFORD MI, GO EAST
 RJ1257'FOR 20.9 KM (13 MI) ON GOGOMAIN ROAD TO A 90 DEGREE BEND IN THE ROAD
 RJ1257'TOWARD THE SOUTH, TURN LEFT AND GO NORTH FOR 152.4 METERS (500 FT)
 RJ1257'ON A GRAVEL ROAD TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT UPRIVER
 RJ1257'FOR 20 MINUTES IN MUNUSCONG LAKE TO ROCKY POINT, THEN GO WEST FOR
 RJ1257'10 MINUTES TO BIRCH POINT WHERE THE STATION IS LOCATED.
 RJ1257'
 RJ1257'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---
 RJ1257'C8W-129---, SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE
 RJ1257'GROUND AND ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN INTO THE
 RJ1257'GROUND, LOCATED 9.1 METERS (30 FT) INLAND FROM THE SHORE.
 RJ1257'
 RJ1257'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0745 ***********************************************************************
 QK0745  DESIGNATION -  BRABB USLS 1919
 QK0745  PID         -  QK0745
 QK0745  STATE/COUNTY-  MI/MACKINAC
 QK0745  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0745
 QK0745                         *CURRENT SURVEY CONTROL
 QK0745  ___________________________________________________________________
 QK0745* NAD 83(1994)-  45 58 50.31854(N)    084 38 07.87646(W)     ADJUSTED  
 QK0745* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0745  ___________________________________________________________________
 QK0745  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 QK0745  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 QK0745
 QK0745  HORZ ORDER  -  FIRST
 QK0745
 QK0745.The horizontal coordinates were established by classical geodetic methods
 QK0745.and adjusted by the National Geodetic Survey in February 1997..
 QK0745
 QK0745.The orthometric height was scaled from a topographic map.
 QK0745
 QK0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0745
 QK0745.The geoid height was determined by GEOID03.
 QK0745
 QK0745;                    North         East     Units Scale Factor Converg.
 QK0745;SPC MI N     -   135,806.224 8,183,181.790   MT  0.99991690   +1 42 32.5
 QK0745;SPC MI N     -   445,558.48 26,847,709.28   iFT  0.99991690   +1 42 32.5
 QK0745;UTM  16      - 5,094,615.244   683,149.181   MT  1.00001238   +1 42 02.8
 QK0745
 QK0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0745!SPC MI N     -   0.99997768  x   0.99991690  =   0.99989458
 QK0745!UTM  16      -   0.99997768  x   1.00001238  =   0.99999006
 QK0745
 QK0745:                Primary Azimuth Mark                     Grid Az
 QK0745:SPC MI N     -  RABBIT BACK RESET                        223 56 50.4
 QK0745:UTM  16      -  RABBIT BACK RESET                        223 57 20.1
 QK0745
 QK0745|---------------------------------------------------------------------|
 QK0745| PID    Reference Object                     Distance      Geod. Az  |
 QK0745|                                                           dddmmss.s |
 QK0745| QK0742 RABBIT BACK RESET                   APPROX. 9.4 KM 2253922.9 |
 QK0745|---------------------------------------------------------------------|
 QK0745
 QK0745                          SUPERSEDED SURVEY CONTROL
 QK0745
 QK0745  NAD 83(1986)-  45 58 50.31119(N)    084 38 07.87422(W) AD(       ) 1
 QK0745  NAD 27      -  45 58 50.26700(N)    084 38 07.70000(W) AD(       ) 1
 QK0745
 QK0745.Superseded values are not recommended for survey control.
 QK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0745.See file dsdata.txt to determine how the superseded data were derived.
 QK0745
 QK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8314994615(NAD 83)
 QK0745_MARKER: Z = SEE DESCRIPTION
 QK0745_SETTING: 0 = UNSPECIFIED SETTING
 QK0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0745
 QK0745  HISTORY     - Date     Condition        Report By
 QK0745  HISTORY     - 1919     MONUMENTED       USLS
 QK0745
 QK0745                          STATION DESCRIPTION
 QK0745
 QK0745'DESCRIBED BY US LAKE SURVEY 1919
 QK0745'IN ST. MARTIN BAY, ON WEST SIDE OF POINT ON NORTHWEST CORNER OF BIG
 QK0745'ST. MARTIN, OR BURNT ISLAND, 51
 QK0745'FEET SOUTHWEST OF LARGE WHITE BOULDER, AND 11 FEET N. 16 DEG E. OF
 QK0745'BOULDER WITH ARROW POINTING TO
 QK0745'STATION.  MARKED BY SPIKE IN CONCRETE MONUMENT
 QK0745'MARKED U.S. 19.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1789 ***********************************************************************
 NF1789  DESIGNATION -  BRADY
 NF1789  PID         -  NF1789
 NF1789  STATE/COUNTY-  MI/CALHOUN
 NF1789  USGS QUAD   -  AUGUSTA (1985)
 NF1789
 NF1789                         *CURRENT SURVEY CONTROL
 NF1789  ___________________________________________________________________
 NF1789* NAD 83(1994)-  42 18 46.46015(N)    085 15 55.53173(W)     ADJUSTED  
 NF1789* NAVD 88     -       277.83   (+/-2cm)     911.5    (feet)  VERTCON   
 NF1789  ___________________________________________________________________
 NF1789  X           -     389,906.353 (meters)                     COMP
 NF1789  Y           -  -4,707,733.852 (meters)                     COMP
 NF1789  Z           -   4,271,533.822 (meters)                     COMP
 NF1789  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NF1789  ELLIP HEIGHT-         244.48  (meters)          (07/17/02) GPS OBS
 NF1789  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF1789
 NF1789  HORZ ORDER  -  FIRST
 NF1789  VERT ORDER  -  THIRD ? (See Below)
 NF1789  ELLP ORDER  -  FOURTH    CLASS I
 NF1789
 NF1789.The horizontal coordinates were established by GPS observations
 NF1789.and adjusted by the National Geodetic Survey in February 1997..
 NF1789
 NF1789.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1789.The vertical order pertains to the NGVD 29 superseded value.
 NF1789
 NF1789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1789
 NF1789.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1789
 NF1789.The ellipsoidal height was determined by GPS observations
 NF1789.and is referenced to NAD 83.
 NF1789
 NF1789.The geoid height was determined by GEOID03.
 NF1789
 NF1789;                    North         East     Units Scale Factor Converg.
 NF1789;SPC MI S     -    90,691.477 3,925,907.700   MT  0.99995639   -0 36 41.9
 NF1789;SPC MI S     -   297,544.22 12,880,274.61   iFT  0.99995639   -0 36 41.9
 NF1789;UTM  16      - 4,685,975.604   642,949.502   MT  0.99985143   +1 10 04.4
 NF1789
 NF1789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1789!SPC MI S     -   0.99996166  x   0.99995639  =   0.99991805
 NF1789!UTM  16      -   0.99996166  x   0.99985143  =   0.99981309
 NF1789
 NF1789                          SUPERSEDED SURVEY CONTROL
 NF1789
 NF1789  ELLIP H (02/03/97)  244.49   (m)                       GP(       ) 4 1
 NF1789  NAD 83(1986)-  42 18 46.46034(N)    085 15 55.54563(W) AD(       ) 1
 NF1789  NGVD 29 (09/14/93)  277.96   (m)          911.9    (f) LEVELING    3  
 NF1789
 NF1789.Superseded values are not recommended for survey control.
 NF1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1789.See file dsdata.txt to determine how the superseded data were derived.
 NF1789
 NF1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4295085976(NAD 83)
 NF1789_MARKER: I = METAL ROD
 NF1789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1789_SP_SET: STAINLESS STEEL ROD
 NF1789_STAMPING: BRADY 1992
 NF1789_MARK LOGO: HOLDEN
 NF1789_PROJECTION: FLUSH
 NF1789_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1789+STABILITY: POSITION/ELEVATION WELL
 NF1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1789+SATELLITE: SATELLITE OBSERVATIONS - 1992
 NF1789_ROD/PIPE-DEPTH: 12.2 meters
 NF1789
 NF1789  HISTORY     - Date     Condition        Report By
 NF1789  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1789  HISTORY     - 20011128 GOOD             NGS
 NF1789  HISTORY     - 20030419 GOOD             USPSQD
 NF1789
 NF1789                          STATION DESCRIPTION
 NF1789
 NF1789'DESCRIBED BY HOLDEN GPS 1992
 NF1789'STATION IS LOCATED ABOUT 3 1/2 MILES NORTHWEST OF THE I-94 INTERCHANGE
 NF1789'WITH HELMER ROAD, 5 2/5 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1789'M-66, 3 1/4 MILES WEST OF THE CENTER OF GOGUAC LAKE, 3 1/5 MILES
 NF1789'NORTHEAST OF THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1789'ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1789'AUGUSTA IN THE NW 1/4 OF SECTION 8 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1789'TO REACH FROM THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1789'ROAD, GO NORTHEASTERLY ON BATTLE CREEK ROAD 1.4 MI (2.3 KM) TO
 NF1789'BUSINESS I-94, BEAR LEFT AND GO NORTH 1.7 MI (2.7 KM) TO THE STATION
 NF1789'ON THE RIGHT AT THE TOP OF THE SLOPE.
 NF1789'STATION IS 20 FT (6.1 M) WEST FROM A FENCE, 60 FT (18.3 M) EAST FROM
 NF1789'THE CL OF SKYLINE RD, 68 FT (20.7 M) SOUTHEAST FROM THE EDGE OF THE
 NF1789'ROAD AT THE STENCILED STATION 256+57 AND AT THE TOP OF THE BACKSLOPE.
 NF1789'STATION IS GROUND VISIBLE WITH THE USCGS BM A 336 981 M (3218.5 FT) TO
 NF1789'THE NORTH.
 NF1789
 NF1789                          STATION RECOVERY (2001)
 NF1789
 NF1789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1789'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1789
 NF1789                          STATION RECOVERY (2003)
 NF1789
 NF1789'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0450 ***********************************************************************
 QL0450  DESIGNATION -  BRAMPTON
 QL0450  PID         -  QL0450
 QL0450  STATE/COUNTY-  MI/DELTA
 QL0450  USGS QUAD   -  PERKINS (1985)
 QL0450
 QL0450                         *CURRENT SURVEY CONTROL
 QL0450  ___________________________________________________________________
 QL0450* NAD 83(1994)-  45 55 35.95482(N)    087 04 12.39670(W)     ADJUSTED  
 QL0450* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 QL0450  ___________________________________________________________________
 QL0450  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 QL0450  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 QL0450
 QL0450  HORZ ORDER  -  SECOND
 QL0450
 QL0450.The horizontal coordinates were established by classical geodetic methods
 QL0450.and adjusted by the National Geodetic Survey in February 1997..
 QL0450
 QL0450.The orthometric height was scaled from a topographic map.
 QL0450
 QL0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0450
 QL0450.The geoid height was determined by GEOID03.
 QL0450
 QL0450;                    North         East     Units Scale Factor Converg.
 QL0450;SPC MI N     -   127,075.929 7,994,562.285   MT  0.99992232   -0 03 02.4
 QL0450;SPC MI N     -   416,915.78 26,228,878.89   iFT  0.99992232   -0 03 02.4
 QL0450;UTM  16      - 5,085,900.703   494,564.037   MT  0.99960036   -0 03 01.3
 QL0450
 QL0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0450!SPC MI N     -   0.99997512  x   0.99992232  =   0.99989744
 QL0450!UTM  16      -   0.99997512  x   0.99960036  =   0.99957549
 QL0450
 QL0450|---------------------------------------------------------------------|
 QL0450| PID    Reference Object                     Distance      Geod. Az  |
 QL0450|                                                           dddmmss.s |
 QL0450| CJ4314 BRAMPTON RM 1                        39.348 METERS 02500     |
 QL0450| CJ4315 BRAMPTON RM 2                        27.000 METERS 13646     |
 QL0450| QL0451 TT 96 S USGS 1954                   100.282 METERS 17239     |
 QL0450| CJ4313 BRAMPTON AZ MK                                     3572552.6 |
 QL0450|---------------------------------------------------------------------|
 QL0450
 QL0450                          SUPERSEDED SURVEY CONTROL
 QL0450
 QL0450  NAD 83(1986)-  45 55 35.95155(N)    087 04 12.39412(W) AD(       ) 2
 QL0450  NAD 27      -  45 55 36.08000(N)    087 04 11.89500(W) AD(       ) 2
 QL0450
 QL0450.Superseded values are not recommended for survey control.
 QL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0450.See file dsdata.txt to determine how the superseded data were derived.
 QL0450
 QL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9456485901(NAD 83)
 QL0450_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0450
 QL0450  HISTORY     - Date     Condition        Report By
 QL0450  HISTORY     - 1954     MONUMENTED       CGS
 QL0450
 QL0450                          STATION DESCRIPTION
 QL0450
 QL0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0450'THE STATION IS LOCATED ABOUT 6 MILES NORTH OF GLADSTONE, 6 MILES WEST
 QL0450'OF RAPID RIVER AND AT THE
 QL0450'SOUTH EDGE OF BRAMPTON.  IT IS 29 FEET WEST OF THE APPROXIMATE CENTER
 QL0450'OF STATE HIGHWAY M 35 AND 4 FEET
 QL0450'EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QL0450'AND THE DISK IS STAMPED BRAMPTON 1954.
 QL0450'
 QL0450'REFERENCE MARK NO 1 IS 30 FEET EAST OF THE APPROXIMATE CENTER OF
 QL0450'STATE HIGHWAY M 35.  THE
 QL0450'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BRAMPTON NO 1 1954.
 QL0450'
 QL0450'REFERENCE MARK NO 2 IS 34 FEET EAST OF THE APPROXIMATE CENTER OF
 QL0450'STATE HIGHWAY M 35.  THE
 QL0450'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BRAMPTON NO 2 1954.
 QL0450'
 QL0450'AZIMUTH MARK IS 26 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0450'HIGHWAY M 35, 8 FEET
 QL0450'SOUTHEAST OF A 24 INCH ELM TREE, 4 FEET WEST OF A FENCE AND 2 FEET
 QL0450'SOUTH-SOUTH WEST OF A WITNESS
 QL0450'POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED BRAMPTON
 QL0450'1954.
 QL0450'
 QL0450'TT 96-S-1930 IS 30 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0450'HIGHWAY M 35 AND 20 FEET
 QL0450'SOUTHWEST OF A TELEPHONE POLE NO 6.  THE MARK IS A 6 BY 6 INCH
 QL0450'CONCRETE POST WHICH PROJECTS 18
 QL0450'INCHES WITH A STANDARD U S GEOLOGICAL BENCH MARK DISK SET IN THE
 QL0450'APPROXIMATE CENTER OF THE POST.  THE
 QL0450'DISK IS STAMPED TT 96-S-1930.
 QL0450'
 QL0450'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BRAMPTON
 QL0450'1954 TO TT 96- S-1930 (USGS)
 QL0450'AND THE DISTANCE IS SHOWN ABOVE.
 QL0450'
 QL0450'TO REACH FROM THE POST OFFICE IN BRAMPTON, GO SOUTH ON STATE HIGHWAY
 QL0450'M 35 FOR 0.15 MILE AND THE
 QL0450'STATION AS DESCRIBED.
 QL0450'
 QL0450'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 QL0450'M 35 FOR 0.3 MILE AND THE
 QL0450'MARK ON THE RIGHT.
 QL0450'
 QL0450'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0445 ***********************************************************************
 PL0445  DESIGNATION -  BRANCH
 PL0445  PID         -  PL0445
 PL0445  STATE/COUNTY-  MI/OGEMAW
 PL0445  USGS QUAD   -  WEST BRANCH (1965)
 PL0445
 PL0445                         *CURRENT SURVEY CONTROL
 PL0445  ___________________________________________________________________
 PL0445* NAD 83(1994)-  44 15 00.76711(N)    084 14 28.49995(W)     ADJUSTED  
 PL0445* NAVD 88     -       332.7    (meters)    1092.     (feet)  VERTCON   
 PL0445  ___________________________________________________________________
 PL0445  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 PL0445  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 PL0445
 PL0445  HORZ ORDER  -  SECOND
 PL0445
 PL0445.The horizontal coordinates were established by classical geodetic methods
 PL0445.and adjusted by the National Geodetic Survey in February 1997..
 PL0445
 PL0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0445
 PL0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0445
 PL0445.The geoid height was determined by GEOID03.
 PL0445
 PL0445;                    North         East     Units Scale Factor Converg.
 PL0445;SPC MI C     -   103,745.344 6,010,016.673   MT  0.99998534   +0 05 18.9
 PL0445;SPC MI C     -   340,371.86 19,717,902.47   iFT  0.99998534   +0 05 18.9
 PL0445;UTM  16      - 4,903,365.548   720,251.037   MT  1.00019664   +1 55 32.9
 PL0445
 PL0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0445!SPC MI C     -   0.99995330  x   0.99998534  =   0.99993864
 PL0445!UTM  16      -   0.99995330  x   1.00019664  =   1.00014993
 PL0445
 PL0445:                Primary Azimuth Mark                     Grid Az
 PL0445:SPC MI C     -  WEST BRANCH SE MUN TANK                  024 29 03.0
 PL0445:UTM  16      -  WEST BRANCH SE MUN TANK                  022 38 49.0
 PL0445
 PL0445|---------------------------------------------------------------------|
 PL0445| PID    Reference Object                     Distance      Geod. Az  |
 PL0445|                                                           dddmmss.s |
 PL0445| PL0444 WEST BRANCH SE MUN TANK             APPROX. 2.3 KM 0243421.9 |
 PL0445| PL0453 BRANCH AZ MK                        APPROX. 1.0 KM 1154710.3 |
 PL0445| CH1749 BRANCH RM 1                          19.964 METERS 14128     |
 PL0445| CH1750 BRANCH RM 2                          15.431 METERS 29221     |
 PL0445|---------------------------------------------------------------------|
 PL0445
 PL0445                          SUPERSEDED SURVEY CONTROL
 PL0445
 PL0445  NAD 83(1986)-  44 15 00.76121(N)    084 14 28.51026(W) AD(       ) 2
 PL0445  NAD 27      -  44 15 00.69016(N)    084 14 28.50383(W) AD(       ) 2
 PL0445  NGVD 29 (07/19/86)  332.8    (m)         1092.     (f) VERT ANG       
 PL0445
 PL0445.Superseded values are not recommended for survey control.
 PL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0445.See file dsdata.txt to determine how the superseded data were derived.
 PL0445
 PL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2025103366(NAD 83)
 PL0445_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0445
 PL0445  HISTORY     - Date     Condition        Report By
 PL0445  HISTORY     - 1981     MONUMENTED       NGS
 PL0445
 PL0445                          STATION DESCRIPTION
 PL0445
 PL0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0445'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI) EAST-SOUTHEAST
 PL0445'OF PRUDENVILLE, 8.8 KM (5-1/2 MI) NORTH-NORTHEAST OF EDWARDS,
 PL0445'3.2 KM (2 MI) SOUTH OF WEST BRANCH, ON HIGHWAY RIGHT-OF-WAY,
 PL0445'AND IN THE SW1/4,S31,T22N,R1E OF WEST BRANCH TOWNSHIP.
 PL0445'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0445'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0445'
 PL0445'TO REACH THE STATION FROM THE OVERPASS OF STATE HIGHWAY 55
 PL0445'ON INTERSTATE HIGHWAY 75, ABOUT 3.2 KM (2 MI) WEST OF WEST
 PL0445'BRANCH, GO SOUTHEASTERLY ON INTERSTATE 75 FOR 4.0 KM (2.5 MI)
 PL0445'TO THE CENTER OF AN OVERPASS (STATE HIGHWAY 30).  CONTINUE
 PL0445'SOUTHEASTERLY ON INTERSTATE 75 FOR 0.8 KM (0.5 MI) TO A GRASS
 PL0445'COVERED CUT BANK ON THE RIGHT, JUST BEFORE A GRAVEL CROSSOVER
 PL0445'ON THE LEFT.  TURN SHARP RIGHT AND GO WESTERLY UPHILL ON A DIM
 PL0445'TRACK ROAD FOR 0.1 KM (0.05 MI) TO THE TOP OF THE CUT BANK
 PL0445'AND THE STATION.
 PL0445'
 PL0445'THE STATION IS A STANDARD NGS DISK
 PL0445'STAMPED---BRANCH 1981---,
 PL0445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0445'FLUSH WITH GROUND.  IT IS LOCATED
 PL0445'9.75 METERS (32.0 FT) SOUTHWEST FROM THE EDGE OF AN EMBANKMENT AND
 PL0445'4.78 METERS (15.7 FT) NORTHEAST FROM A FENCE LINE AND A METAL
 PL0445'WITNESS POST.
 PL0445'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0445'STAMPED---BRANCH 1981---,
 PL0445'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 PL0445'
 PL0445'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PL0445'STAMPED---BRANCH NO 1 1981---,
 PL0445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0445'FLUSH WITH GROUND.  IT IS LOCATED
 PL0445'18.65 METERS (61.2 FT) EAST-SOUTHEAST FROM THE METAL WITNESS POST
 PL0445'AND
 PL0445'0.36 METER (1.2 FT) NORTHEAST FROM THE FENCE LINE.
 PL0445'MARK IS BELOW STATION 3.0 METERS.
 PL0445'
 PL0445'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PL0445'STAMPED---BRANCH NO 2 1981---,
 PL0445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0445'FLUSH WITH GROUND.  IT IS LOCATED
 PL0445'15.85 METERS (52.0 FT) WEST-NORTHWEST FROM THE METAL WITNESS POST
 PL0445'AND
 PL0445'0.61 METER (2.0 FT) NORTHEAST FROM THE FENCE LINE.
 PL0445'MARK IS ABOVE STATION 0.6 METERS.
 PL0445'
 PL0445'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 PL0445'STAMPED---BRANCH 1981---,
 PL0445'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 3 CM IN DIAMETER
 PL0445'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 PL0445'9.63 METERS (31.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF SOUTH
 PL0445'BOUND LANES OF INTERSTATE 75,
 PL0445'5.02 METERS (16.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 PL0445'PAVED EXIT RAMP, AND
 PL0445'1.98 METERS (6.5 FT) EAST-SOUTHEAST FROM THE CENTER ONE OF THREE
 PL0445'METAL LEGS ON AN EXIT SIGN.
 PL0445'TO REACH AZIMUTH MARK FROM THE STATION PROCEED SOUTHEASTERLY
 PL0445'ON INTERSTATE 75 FOR 0.9 KM (0.55 MI) TO EXIT 212 AND THE
 PL0445'AZIMUTH MARK IN THE FORK, BETWEEN THE SOUTHBOUND LANE AND THE
 PL0445'EXIT RAMP OF INTERSTATE 75.
 PL0445'
 PL0445'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0445'NO MEASUREMENT BETWEEN THE REFERENCE MARKS DUE TO THE EXTREME
 PL0445'DIFFERENCE IN ELEVATION.
 PL0445'
 PL0445'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0453 ***********************************************************************
 PL0453  DESIGNATION -  BRANCH AZ MK
 PL0453  PID         -  PL0453
 PL0453  STATE/COUNTY-  MI/OGEMAW
 PL0453  USGS QUAD   -  STERLING NW (1968)
 PL0453
 PL0453                         *CURRENT SURVEY CONTROL
 PL0453  ___________________________________________________________________
 PL0453* NAD 83(1994)-  44 14 47.25331(N)    084 13 49.59183(W)     ADJUSTED  
 PL0453* NAVD 88     -       301.     (meters)     988.     (feet)  VERTCON   
 PL0453  ___________________________________________________________________
 PL0453  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 PL0453  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 PL0453
 PL0453  HORZ ORDER  -  SECOND
 PL0453
 PL0453.The horizontal coordinates were established by classical geodetic methods
 PL0453.and adjusted by the National Geodetic Survey in February 1997..
 PL0453
 PL0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0453
 PL0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0453
 PL0453.The geoid height was determined by GEOID03.
 PL0453
 PL0453;                    North         East     Units Scale Factor Converg.
 PL0453;SPC MI C     -   103,329.628 6,010,880.562   MT  0.99998613   +0 05 46.4
 PL0453;SPC MI C     -   339,007.97 19,720,736.75   iFT  0.99998613   +0 05 46.4
 PL0453;UTM  16      - 4,902,977.658   721,127.996   MT  1.00020140   +1 55 59.6
 PL0453
 PL0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0453!SPC MI C     -   0.99995829  x   0.99998613  =   0.99994442
 PL0453!UTM  16      -   0.99995829  x   1.00020140  =   1.00015968
 PL0453
 PL0453:                Primary Azimuth Mark                     Grid Az
 PL0453:SPC MI C     -  WEST BRANCH SE MUN TANK                  002 10 08.8
 PL0453:UTM  16      -  WEST BRANCH SE MUN TANK                  000 19 55.6
 PL0453
 PL0453|---------------------------------------------------------------------|
 PL0453| PID    Reference Object                     Distance      Geod. Az  |
 PL0453|                                                           dddmmss.s |
 PL0453| PL0444 WEST BRANCH SE MUN TANK             APPROX. 2.5 KM 0021555.2 |
 PL0453| PL0445 BRANCH                              APPROX. 1.0 KM 2954737.5 |
 PL0453|---------------------------------------------------------------------|
 PL0453
 PL0453                          SUPERSEDED SURVEY CONTROL
 PL0453
 PL0453  NAD 83(1986)-  44 14 47.24730(N)    084 13 49.60221(W) AD(       ) 2
 PL0453  NAD 27      -  44 14 47.17623(N)    084 13 49.59702(W) AD(       ) 2
 PL0453  NGVD 29 (07/19/86)  301.     (m)          988.     (f) VERT ANG       
 PL0453
 PL0453.Superseded values are not recommended for survey control.
 PL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0453.See file dsdata.txt to determine how the superseded data were derived.
 PL0453
 PL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2112802978(NAD 83)
 PL0453_MARKER: DZ = AZIMUTH MARK DISK
 PL0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0453+STABILITY: SURFACE MOTION
 PL0453
 PL0453  HISTORY     - Date     Condition        Report By
 PL0453  HISTORY     - 1981     MONUMENTED       NGS
 PL0453
 PL0453                          STATION DESCRIPTION
 PL0453
 PL0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0453'THE STATION IS LOCATED ABOUT 35.4 KM (22 MI) EAST-SOUTHEAST
 PL0453'OF PRUDENVILLE, 8.8 KM (5-1/2 MI) NORTH-NORTHEAST OF EDWARDS,
 PL0453'3.2 KM (2 MI) SOUTH OF WEST BRANCH, IN THE SE1/4,S31,T22N,R1E
 PL0453'OF WEST BRANCH TOWNSHIP, AND ON HIGHWAY RIGHT-OF-WAY AT
 PL0453'EXIT 212 ON INTERSTATE HIGHWAY 75.
 PL0453'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0453'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0453'
 PL0453'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0453'STAMPED---BRANCH 1981---,
 PL0453'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0453'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 PL0453'9.63 METERS (31.6 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE
 PL0453'SOUTH BOUND LANE OF INTERSTATE 75,
 PL0453'5.02 METERS (16.5 FT) NORTH-NORTHEAST FROM THE CENTER OF THE
 PL0453'PAVED EXIT 212 RAMP, AND
 PL0453'1.98 METERS (6.5 FT) EAST-SOUTHEAST FROM THE CENTER ONE OF THREE
 PL0453'METAL LEGS ON AN EXIT SIGN.
 PL0453'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0453'STAMPED---BRANCH 1981---,
 PL0453'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0453'
 PL0453'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0453'
 PL0453'DESCRIBED BY G.M. RIVERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0189 ***********************************************************************
 RJ0189  DESIGNATION -  BRANDER
 RJ0189  PID         -  RJ0189
 RJ0189  STATE/COUNTY-  MI/CHIPPEWA
 RJ0189  USGS QUAD   -  OAK RIDGE (1976)
 RJ0189
 RJ0189                         *CURRENT SURVEY CONTROL
 RJ0189  ___________________________________________________________________
 RJ0189* NAD 83(1986)-  46 17 19.     (N)    084 09 20.     (W)     SCALED    
 RJ0189* NAVD 88     -       204.385  (meters)     670.55   (feet)  ADJUSTED  
 RJ0189  ___________________________________________________________________
 RJ0189  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 RJ0189  DYNAMIC HT  -         204.396 (meters)     670.59  (feet)  COMP
 RJ0189  MODELED GRAV-     980,663.0   (mgal)                       NAVD 88
 RJ0189
 RJ0189  VERT ORDER  -  FIRST     CLASS I
 RJ0189
 RJ0189.The horizontal coordinates were scaled from a topographic map and have
 RJ0189.an estimated accuracy of +/- 6 seconds.
 RJ0189
 RJ0189.The orthometric height was determined by differential leveling
 RJ0189.and adjusted by the National Geodetic Survey in June 1991..
 RJ0189
 RJ0189.The geoid height was determined by GEOID03.
 RJ0189
 RJ0189.The dynamic height is computed by dividing the NAVD 88
 RJ0189.geopotential number by the normal gravity value computed on the
 RJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0189.degrees latitude (g = 980.6199 gals.).
 RJ0189
 RJ0189.The modeled gravity was interpolated from observed gravity values.
 RJ0189
 RJ0189;                    North         East    Units  Estimated Accuracy
 RJ0189;SPC MI N     -   171,230.    8,219,120.      MT  (+/- 180 meters Scaled)
 RJ0189
 RJ0189                          SUPERSEDED SURVEY CONTROL
 RJ0189
 RJ0189  NGVD 29 (??/??/92)  204.46   (m)          670.8    (f) COMPUTED    1 1
 RJ0189
 RJ0189.Superseded values are not recommended for survey control.
 RJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0189.See file dsdata.txt to determine how the superseded data were derived.
 RJ0189
 RJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS191300(NAD 83)
 RJ0189_MARKER: Z = SEE DESCRIPTION
 RJ0189_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0189+WITH SETTING: INTO GROUND
 RJ0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0189+STABILITY: SURFACE MOTION
 RJ0189
 RJ0189  HISTORY     - Date     Condition        Report By
 RJ0189  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0189  HISTORY     - 1969     GOOD             USLS
 RJ0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0189
 RJ0189                          STATION DESCRIPTION
 RJ0189
 RJ0189'DESCRIBED BY US LAKE SURVEY 1969
 RJ0189'AT NEEBISH ISLAND.
 RJ0189'BRANDER IS ON THE EAST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY,
 RJ0189'MICHIGAN, ABOUT 2.8 MILES EAST OF NEEBISH ISLAND FERRY DOCK,
 RJ0189'53.8 FEET NORTHEAST OF STREET SIGN, 41 FEET NORTH OF CENTERLINE
 RJ0189'OF 15 MILE ROAD, 33 FEET WEST OF CENTERLINE OF BRANDER ROAD,
 RJ0189'6.0 FEET NORTH OF UTILITY POLE NO. NE7-41-1, 1-FOOT BELOW
 RJ0189'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0189'IRON ROD, 10 FEET LONG.
 RJ0189
 RJ0189                          STATION RECOVERY (1983)
 RJ0189
 RJ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0189'NOT RECOVERED.  EXTENSIVE DIGGING WAS DONE IN THE AREA, BUT TO NO
 RJ0189'AVAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1258 ***********************************************************************
 RJ1258  DESIGNATION -  BRANDT 2 BIP+145
 RJ1258  PID         -  RJ1258
 RJ1258  STATE/COUNTY-  MI/CHIPPEWA
 RJ1258  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ1258
 RJ1258                         *CURRENT SURVEY CONTROL
 RJ1258  ___________________________________________________________________
 RJ1258* NAD 83(1994)-  46 29 04.92954(N)    084 37 50.91834(W)     ADJUSTED  
 RJ1258* NAVD 88     -       184.72   (+/-2cm)     606.0    (feet)  VERTCON   
 RJ1258  ___________________________________________________________________
 RJ1258  X           -     411,674.900 (meters)                     COMP
 RJ1258  Y           -  -4,380,204.903 (meters)                     COMP
 RJ1258  Z           -   4,602,617.277 (meters)                     COMP
 RJ1258  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 RJ1258  ELLIP HEIGHT-         148.33  (meters)          (02/03/97) GPS OBS
 RJ1258  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ1258
 RJ1258  HORZ ORDER  -  FIRST
 RJ1258  VERT ORDER  -  THIRD ? (See Below)
 RJ1258  ELLP ORDER  -  FOURTH    CLASS I
 RJ1258
 RJ1258.The horizontal coordinates were established by GPS observations
 RJ1258.and adjusted by the National Geodetic Survey in February 1997..
 RJ1258
 RJ1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1258.The vertical order pertains to the NGVD 29 superseded value.
 RJ1258
 RJ1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1258
 RJ1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1258
 RJ1258.The ellipsoidal height was determined by GPS observations
 RJ1258.and is referenced to NAD 83.
 RJ1258
 RJ1258.The geoid height was determined by GEOID03.
 RJ1258
 RJ1258;                    North         East     Units Scale Factor Converg.
 RJ1258;SPC MI N     -   191,815.930 8,181,872.460   MT  0.99990888   +1 42 44.7
 RJ1258;SPC MI N     -   629,317.36 26,843,413.58   iFT  0.99990888   +1 42 44.7
 RJ1258;UTM  16      - 5,150,630.741   681,840.730   MT  1.00000646   +1 43 06.9
 RJ1258
 RJ1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1258!SPC MI N     -   0.99997675  x   0.99990888  =   0.99988563
 RJ1258!UTM  16      -   0.99997675  x   1.00000646  =   0.99998321
 RJ1258
 RJ1258                          SUPERSEDED SURVEY CONTROL
 RJ1258
 RJ1258  NAD 83(1986)-  46 29 04.92151(N)    084 37 50.91606(W) AD(       ) 1
 RJ1258  NGVD 29 (05/22/90)  184.68   (m)          605.9    (f) LEVELING    3  
 RJ1258
 RJ1258.Superseded values are not recommended for survey control.
 RJ1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1258.See file dsdata.txt to determine how the superseded data were derived.
 RJ1258
 RJ1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8184150631(NAD 83)
 RJ1258_MARKER: DS = TRIANGULATION STATION DISK
 RJ1258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1258+WITH SETTING: INFORMATION.
 RJ1258_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 RJ1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1258+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1258
 RJ1258  HISTORY     - Date     Condition        Report By
 RJ1258  HISTORY     - 1988     MONUMENTED       USE
 RJ1258
 RJ1258                          STATION DESCRIPTION
 RJ1258
 RJ1258'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1258'THE STATION IS LOCATED ABOUT 22.2 KM (13.8 MI)
 RJ1258'WEST OF SAULT STE MARIE
 RJ1258'10.0 KM (6.2 MI) NORTHWEST OF BRIMLEY
 RJ1258'ON THE SOUTH SIDE OF WHITEFISH BAY IN GOVT LOT 4 OF SEC 12
 RJ1258'T47N R3W.
 RJ1258'OWNERSHIP--SSSS
 RJ1258'
 RJ1258'TO REACH THE STATION FROM THE INTERSECTION OF BAY VIEW ROAD AND BAY
 RJ1258'MILLS ROAD, GO WEST FOR 5.1 KM (3.15 MI) ON BAY MILLS ROAD, TURN
 RJ1258'RIGHT INTO THE IROQUOIS POINT LIGHTHOUSE PARKING AREA, FOLLOW THE
 RJ1258'CONCRETE WALK TO THE BEACH AND THE STATION 2 M (6 FT) PAST THE END
 RJ1258'OF THE WALK.
 RJ1258'
 RJ1258'THE STATION IS A STANDARD COE DISK
 RJ1258'STAMPED---BIP+145 1988---,
 RJ1258'SET INTO A 15 CM (6 IN) CASING BELOW GRADE
 RJ1258'ATTACHED TO AN ALUMINUM ROD DRIVEN 4.3 M (14 FT) INTO THE GROUND,
 RJ1258'LOCATED 11.9 METERS (39 FT) NORTHEAST FROM A LIGHT POLE AND
 RJ1258'13.9 METERS (45.5 FT) NORTHWEST FROM A NOAA WEATHER GUAGE BUILDING,
 RJ1258'15 M (50 FT) FROM THE WATERS EDGE.
 RJ1258'
 RJ1258'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0815 ***********************************************************************
 RJ0815  DESIGNATION -  BRASSAR IBC 1943
 RJ0815  PID         -  RJ0815
 RJ0815  STATE/COUNTY-  MI/CHIPPEWA
 RJ0815  USGS QUAD   -  PAYMENT (1976)
 RJ0815
 RJ0815                         *CURRENT SURVEY CONTROL
 RJ0815  ___________________________________________________________________
 RJ0815* NAD 83(1994)-  46 30 20.78367(N)    084 14 46.88235(W)     ADJUSTED  
 RJ0815* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0815  ___________________________________________________________________
 RJ0815  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 RJ0815  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 RJ0815
 RJ0815  HORZ ORDER  -  THIRD
 RJ0815
 RJ0815.The horizontal coordinates were established by classical geodetic methods
 RJ0815.and adjusted by the National Geodetic Survey in February 1997..
 RJ0815
 RJ0815.The orthometric height was scaled from a topographic map.
 RJ0815
 RJ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0815
 RJ0815.The geoid height was determined by GEOID03.
 RJ0815
 RJ0815;                    North         East     Units Scale Factor Converg.
 RJ0815;SPC MI N     -   195,110.142 8,211,292.990   MT  0.99991022   +1 59 25.1
 RJ0815;SPC MI N     -   640,125.14 26,939,937.63   iFT  0.99991022   +1 59 25.1
 RJ0815;SPC MI C     -   354,427.108 6,009,237.010   MT  1.00028682   +0 05 06.0
 RJ0815;SPC MI C     - 1,162,818.60 19,715,344.52   iFT  1.00028682   +0 05 06.0
 RJ0815;UTM  16      - 5,153,929.137   711,265.743   MT  1.00014866   +1 59 54.1
 RJ0815
 RJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0815!SPC MI N     -   0.99997816  x   0.99991022  =   0.99988839
 RJ0815!SPC MI C     -   0.99997816  x   1.00028682  =   1.00026498
 RJ0815!UTM  16      -   0.99997816  x   1.00014866  =   1.00012682
 RJ0815
 RJ0815:                Primary Azimuth Mark                     Grid Az
 RJ0815:SPC MI N     -  CASS IBC 1943                            204 10 46.5
 RJ0815:SPC MI C     -  CASS IBC 1943                            206 05 05.6
 RJ0815:UTM  16      -  CASS IBC 1943                            204 10 17.5
 RJ0815
 RJ0815|---------------------------------------------------------------------|
 RJ0815| PID    Reference Object                     Distance      Geod. Az  |
 RJ0815|                                                           dddmmss.s |
 RJ0815| RJ0819 CASS IBC 1943                       APPROX. 0.5 KM 2061011.6 |
 RJ0815| RJ0816 31 USLS                              11.258 METERS 22657     |
 RJ0815|---------------------------------------------------------------------|
 RJ0815
 RJ0815                          SUPERSEDED SURVEY CONTROL
 RJ0815
 RJ0815  NAD 83(1986)-  46 30 20.77008(N)    084 14 46.90045(W) AD(       ) 3
 RJ0815  NAD 27      -  46 30 20.69300(N)    084 14 46.76600(W) AD(       ) 3
 RJ0815
 RJ0815.Superseded values are not recommended for survey control.
 RJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0815.See file dsdata.txt to determine how the superseded data were derived.
 RJ0815
 RJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1126653929(NAD 83)
 RJ0815_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0815_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0815+WITH SETTING: PAVEMENT
 RJ0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0815+STABILITY: SURFACE MOTION
 RJ0815
 RJ0815  HISTORY     - Date     Condition        Report By
 RJ0815  HISTORY     - 1943     MONUMENTED       IBC
 RJ0815  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0815
 RJ0815                          STATION DESCRIPTION
 RJ0815
 RJ0815'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0815'ON SUGAR ISLAND, 2-3/4 MILES DOWNSTREAM FROM TOPSAIL ISLAND, ON
 RJ0815'BRASSAR POINT.  IT IS 30 FEET BACK FROM AND 4 FEET ABOVE THE
 RJ0815'HIGH - WATER MARK.  IT IS ON GRASSY SLOPE, 25 FEET W OF TOP OF HIGH
 RJ0815'GROUND, AND 60 FEET W OF CORNER OF VACANT HOUSE.
 RJ0815'
 RJ0815'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK SET IN
 RJ0815'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0815'FLUSH WITH GROUND.  SUBSURFACE MARK IS NO 8 COPPER WIRE SET IN
 RJ0815'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10 INCHES LONG SET
 RJ0815'22 INCHES UNDERGROUND.
 RJ0815'
 RJ0815'REFERENCE MARK IS A 1/2 INCH DRILL HOLE 3/4 INCH DEEP IN A GRANITE
 RJ0815'OUTCROPPING ROCK.  IT IS 22.21 FEET FROM STATION,
 RJ0815'N 13 DEG 38 MIN E.
 RJ0815'
 RJ0815'STATION 31 (U S L S) IS 36.94 FEET FROM STATION, S 46 DEG 57 MIN W.
 RJ0815
 RJ0815                          STATION RECOVERY (1958)
 RJ0815
 RJ0815'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0815'STATION WAS NOT RECOVERED.  BELIEVE SURFACE MARK IS GONE, BUT
 RJ0815'UNDERGROUND PROBABLY STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0573 ***********************************************************************
 QL0573  DESIGNATION -  BREEN
 QL0573  PID         -  QL0573
 QL0573  STATE/COUNTY-  MI/DICKINSON
 QL0573  USGS QUAD   -  FELCH (1986)
 QL0573
 QL0573                         *CURRENT SURVEY CONTROL
 QL0573  ___________________________________________________________________
 QL0573* NAD 83(1994)-  45 53 03.94106(N)    087 48 36.98923(W)     ADJUSTED  
 QL0573* NAVD 88     -       369.     (meters)    1211.     (feet)  SCALED    
 QL0573  ___________________________________________________________________
 QL0573  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 QL0573  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 QL0573
 QL0573  HORZ ORDER  -  SECOND
 QL0573
 QL0573.The horizontal coordinates were established by classical geodetic methods
 QL0573.and adjusted by the National Geodetic Survey in February 1997..
 QL0573
 QL0573.The orthometric height was scaled from a topographic map.
 QL0573
 QL0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0573
 QL0573.The geoid height was determined by GEOID03.
 QL0573
 QL0573;                    North         East     Units Scale Factor Converg.
 QL0573;SPC MI N     -   122,701.906 7,937,108.566   MT  0.99992717   -0 35 08.4
 QL0573;SPC MI N     -   402,565.31 26,040,382.43   iFT  0.99992717   -0 35 08.4
 QL0573;UTM  16      - 5,081,525.970   437,128.110   MT  0.99964859   -0 34 54.3
 QL0573
 QL0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0573!SPC MI N     -   0.99994755  x   0.99992717  =   0.99987472
 QL0573!UTM  16      -   0.99994755  x   0.99964859  =   0.99959615
 QL0573
 QL0573|---------------------------------------------------------------------|
 QL0573| PID    Reference Object                     Distance      Geod. Az  |
 QL0573|                                                           dddmmss.s |
 QL0573| CJ4323 BREEN RM 2                            4.095 METERS 00314     |
 QL0573| CJ4322 BREEN RM 1                            7.536 METERS 22229     |
 QL0573| QM0589 IRON MTN PINE MTN ROTATING BCN      APPROX.22.3 KM 2555324.5 |
 QL0573|---------------------------------------------------------------------|
 QL0573
 QL0573                          SUPERSEDED SURVEY CONTROL
 QL0573
 QL0573  NAD 83(1994)-  45 53 03.93963(N)    087 48 36.98612(W) AD(       ) 2
 QL0573  NAD 83(1986)-  45 53 03.93989(N)    087 48 36.98563(W) AD(       ) 2
 QL0573  NAD 27      -  45 53 04.10000(N)    087 48 36.52600(W) AD(       ) 2
 QL0573
 QL0573.Superseded values are not recommended for survey control.
 QL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0573.See file dsdata.txt to determine how the superseded data were derived.
 QL0573
 QL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3712881526(NAD 83)
 QL0573_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0573_SETTING: 66 = SET IN ROCK OUTCROP
 QL0573
 QL0573  HISTORY     - Date     Condition        Report By
 QL0573  HISTORY     - 1954     MONUMENTED       CGS
 QL0573
 QL0573                          STATION DESCRIPTION
 QL0573
 QL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0573'THE STATION IS LOCATED ABOUT 8 MILES NORTH NORTHEAST OF NORWAY AND
 QL0573'ABOUT 6 MILES SOUTHWEST OF
 QL0573'FOSTER CITY.  IT IS 8 FEET NORTH OF A ROCK LEDGE AND THE MARK IS SET
 QL0573'FLUSH WITH THE SURFACE AND THE DISK
 QL0573'IS STAMPED BREEN 1954.
 QL0573'
 QL0573'REFERENCE MARK NO. 1 IS SET AT THE EDGE OF A ROCK LEDGE.  IT IS SET
 QL0573'FLUSH WITH THE SURFACE AND THE
 QL0573'DISK IS STAMPED BREEN NO 1 1954.
 QL0573'
 QL0573'REFERENCE MARK NO. 2 IS 22 FEET WEST OF A ROCK LEDGE.  IT IS SET
 QL0573'FLUSH WITH THE SURFACE AND
 QL0573'THE DISK IS STAMPED BREEN NO 2 1954.
 QL0573'
 QL0573'NO AZIMUTH MARK WAS SET.
 QL0573'
 QL0573'TO REACH THE STATION FROM NORWAY AT THE JUNCTION OF MAIN STREET AND
 QL0573'US HIGHWAY NO. 2 GO EAST ON US
 QL0573'HIGHWAY NO. 2 FOR 1.65 MILES TO A CROSSROAD, TURN SHARP LEFT AND GO
 QL0573'NORTHWEST FOR 1.45 MILES ON A GRAVEL
 QL0573'ROAD TO A FORK, TAKE LEFT FORK AND GO NORTH FOR 0.5 MILE
 QL0573'TO A T INTERSECTION AND A PAVED ROAD, TURN
 QL0573'RIGHT ONTO PAVED ROAD, CROSS RAILROAD AND
 QL0573'GO EAST FOR 0.8 MILE TO A GRAVEL SIDE ROAD LEFT, TURN LEFT
 QL0573'AND GO NORTH ON THE MAIN
 QL0573'TRAVELED ROAD FOR 7.5 MILES TO A WOODS SIDE ROAD RIGHT, TURN RIGHT
 QL0573'AND GO EAST ON THE WOODS ROAD FOR
 QL0573'0.55 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.1 MILE TO ANOTHER
 QL0573'FORK, TAKE LEFT FORK AND GO 0.75 MILE
 QL0573'TO A FORK, KEEP THE RIGHT FORK AND GO 0.4 MILE TO A T
 QL0573'ROAD INTERSECTION.  THIS IS THE END OF TRUCK
 QL0573'TRAVEL.  FROM HERE PACK LEFT ON THE WOODS
 QL0573'ROAD FOR ABOUT 80 PACES TO A BLAZED TRAIL TO THE RIGHT LEADING
 QL0573'NORTH AND EAST THRU WOODS.  FOLLOW THE
 QL0573'BLAZED TRAIL NORTH AND EAST ACROSS A SMALL DRAW FOR ABOUT 0.2 MILE TO
 QL0573'THREE TRIANGLE BLAZED TREES (LARGE
 QL0573'FIRS) FROM HERE PACK NORTHEAST ALONG BLAZED TRAIL FOR ABOUT
 QL0573'0.25 MILE TO A ROCK LEDGE AND STATION ON LEDGE.
 QL0573'THIS IS THE NORTH LEDGE OF TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0241 ***********************************************************************
 NE0241  DESIGNATION -  BREN
 NE0241  PID         -  NE0241
 NE0241  STATE/COUNTY-  MI/ST CLAIR
 NE0241  USGS QUAD   -  ALGONAC (1978)
 NE0241
 NE0241                         *CURRENT SURVEY CONTROL
 NE0241  ___________________________________________________________________
 NE0241* NAD 83(1986)-  42 36 06.     (N)    082 35 53.     (W)     SCALED    
 NE0241* NAVD 88     -       176.690  (meters)     579.69   (feet)  ADJUSTED  
 NE0241  ___________________________________________________________________
 NE0241  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0241  DYNAMIC HT  -         176.641 (meters)     579.53  (feet)  COMP
 NE0241  MODELED GRAV-     980,337.4   (mgal)                       NAVD 88
 NE0241
 NE0241  VERT ORDER  -  FIRST     CLASS 0
 NE0241
 NE0241.The horizontal coordinates were scaled from a topographic map and have
 NE0241.an estimated accuracy of +/- 6 seconds.
 NE0241
 NE0241.The orthometric height was determined by differential leveling
 NE0241.and adjusted by the National Geodetic Survey in June 1991..
 NE0241
 NE0241.The geoid height was determined by GEOID03.
 NE0241
 NE0241.The dynamic height is computed by dividing the NAVD 88
 NE0241.geopotential number by the normal gravity value computed on the
 NE0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0241.degrees latitude (g = 980.6199 gals.).
 NE0241
 NE0241.The modeled gravity was interpolated from observed gravity values.
 NE0241
 NE0241;                    North         East    Units  Estimated Accuracy
 NE0241;SPC MI S     -   123,890.    4,145,120.      MT  (+/- 180 meters Scaled)
 NE0241
 NE0241                          SUPERSEDED SURVEY CONTROL
 NE0241
 NE0241  NGVD 29 (??/??/92)  176.824  (m)          580.13   (f) ADJ UNCH    1 0
 NE0241
 NE0241.Superseded values are not recommended for survey control.
 NE0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0241.See file dsdata.txt to determine how the superseded data were derived.
 NE0241
 NE0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH689178(NAD 83)
 NE0241_MARKER: DD = SURVEY DISK
 NE0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0241_SP_SET: WALL
 NE0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0241
 NE0241  HISTORY     - Date     Condition        Report By
 NE0241  HISTORY     - UNK      MONUMENTED       USLS
 NE0241  HISTORY     - 1970     GOOD             USLS
 NE0241
 NE0241                          STATION DESCRIPTION
 NE0241
 NE0241'DESCRIBED BY US LAKE SURVEY 1970
 NE0241'AT HARSENS ISLAND.
 NE0241'BREN IS ON NORTHWEST SIDE OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0241'MICHIGAN, ABOUT 2.5 MILES NORTHWEST OF POST OFFICE IN SANS SOUCI,
 NE0241'MICHIGAN, 219 FEET NORTHWEST OF CENTERLINE OF MIDDLE CHANNEL
 NE0241'DRIVE, 130 FEET NORTHEAST OF CENTERLINE OF KRISPIN ROAD, 54.0
 NE0241'FEET NORTHEAST OF AN APPLE TREE, 5.8 FEET NORTHWEST OF SOUTH
 NE0241'CORNER AND  IN SOUTHWEST FACE OF DWELLING AT NO. 3982 KRISPIN
 NE0241'ROAD, 2-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 NE0241'CROSS ON BRONZE DISC SET INTO THE WALL.  NOTE-- BM 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0527 ***********************************************************************
 PL0527  DESIGNATION -  BRETHREN
 PL0527  PID         -  PL0527
 PL0527  STATE/COUNTY-  MI/MANISTEE
 PL0527  USGS QUAD   -  MARILLA (1987)
 PL0527
 PL0527                         *CURRENT SURVEY CONTROL
 PL0527  ___________________________________________________________________
 PL0527* NAD 83(1994)-  44 20 00.38797(N)    085 59 34.21344(W)     ADJUSTED  
 PL0527* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 PL0527  ___________________________________________________________________
 PL0527  LAPLACE CORR-           3.61  (seconds)                    DEFLEC99
 PL0527  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 PL0527
 PL0527  HORZ ORDER  -  FIRST
 PL0527
 PL0527.The horizontal coordinates were established by classical geodetic methods
 PL0527.and adjusted by the National Geodetic Survey in February 1997..
 PL0527
 PL0527.The orthometric height was scaled from a topographic map.
 PL0527
 PL0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0527
 PL0527.The geoid height was determined by GEOID03.
 PL0527
 PL0527;                    North         East     Units Scale Factor Converg.
 PL0527;SPC MI C     -   114,285.587 5,870,316.453   MT  0.99996897   -1 08 55.5
 PL0527;SPC MI C     -   374,952.71 19,259,568.42   iFT  0.99996897   -1 08 55.5
 PL0527;UTM  16      - 4,909,401.704   580,294.896   MT  0.99967929   +0 42 14.0
 PL0527
 PL0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0527!SPC MI C     -   0.99996061  x   0.99996897  =   0.99992958
 PL0527!UTM  16      -   0.99996061  x   0.99967929  =   0.99963991
 PL0527
 PL0527|---------------------------------------------------------------------|
 PL0527| PID    Reference Object                     Distance      Geod. Az  |
 PL0527|                                                           dddmmss.s |
 PL0527| CH1752 BRETHREN RM 1                                      04617     |
 PL0527| CH1753 BRETHREN RM 2                                      17655     |
 PL0527| CH1751 BRETHREN AZ MK                                     3243840.5 |
 PL0527|---------------------------------------------------------------------|
 PL0527
 PL0527                          SUPERSEDED SURVEY CONTROL
 PL0527
 PL0527  NAD 83(1986)-  44 20 00.39222(N)    085 59 34.21025(W) AD(       ) 1
 PL0527  NAD 27      -  44 20 00.37462(N)    085 59 33.91642(W) AD(       ) 1
 PL0527
 PL0527.Superseded values are not recommended for survey control.
 PL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0527.See file dsdata.txt to determine how the superseded data were derived.
 PL0527
 PL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8029509402(NAD 83)
 PL0527_MARKER: DS = TRIANGULATION STATION DISK
 PL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0527_STAMPING: BRETHREN 1932
 PL0527_MARK LOGO: CGS   
 PL0527_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0527+STABILITY: SURFACE MOTION
 PL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0527+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1994
 PL0527
 PL0527  HISTORY     - Date     Condition        Report By
 PL0527  HISTORY     - 1932     MONUMENTED       CGS
 PL0527  HISTORY     - 1936     SEE DESCRIPTION  CGS
 PL0527  HISTORY     - 1980     GOOD             MIDH
 PL0527  HISTORY     - 19940407 GOOD             USDA
 PL0527  HISTORY     - 20010331 GOOD             NGS
 PL0527
 PL0527                          STATION DESCRIPTION
 PL0527
 PL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 PL0527'ABOUT 16 MILES NORTHEAST OF MANISTEE, 2 MILES NORTHEAST OF BRETHREN,
 PL0527'3 MILES SOUTH OF KALEVA, IN NW1/4 SEC. 3, T.
 PL0527'22 N., R. 14 W., BRETHREN TOWNSHIP, AND ON CONICAL HILL ON EXTREME
 PL0527'WESTERN END OF DIXON RIDGE WHICH IS
 PL0527'COVERED WITH THICK GROWTH OF SCRUB
 PL0527'OAK AND POPLAR.  TO REACH FROM KALEVA, GO SOUTH 3.5
 PL0527'MILES ON COUNTY ROUTE
 PL0527'699 FROM JUNCTION WITH EAST-WEST MACADAM ROAD IN WEST EDGE OF KALEVA,
 PL0527'GO EAST 1.5 MILES ON SAND
 PL0527'ROAD, PROCEED NORTH 1.0 MILE TO BLAZE ON 16-INCH OAK TREE ON
 PL0527'LEFT, FOLLOW TRACE OF OLD WOODS ROAD
 PL0527'NORTHWEST UP VALLEY 150 YARDS TO TRIANGULAR
 PL0527'BLAZE AND STICK ARROW ON RIGHT, TURN LEFT ONTO BLAZED
 PL0527'TRAIL, AND FOLLOW WEST 250
 PL0527'YARDS TO STATION SITE ON TOP OF HILL.  SURFACE AND UNDERGROUND MARKS
 PL0527'ARE STANDARD STATION DISKS IN
 PL0527'CONCRETE, NOTES 1A AND 7A.  UPPER MARK FLUSH WITH GROUND.
 PL0527'REFERENCE AND AZIMUTH MARKS ARE
 PL0527'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A,
 PL0527'FLUSH WITH GROUND.  NO. 1 IS 29.19 FEET (SLOPE)
 PL0527'FROM STATION IN AZIMUTH 226 DEG. 17 MIN.
 PL0527'NO. 2 IS 50.13 FEET FROM STATION IN AZIMUTH 356 DEG. 55 MIN.
 PL0527'AZIMUTH MARK IS 15 FEET SOUTH OF
 PL0527'CENTER LINE OF EAST-WEST SAND ROAD, ABOUT 50 YARDS NORTHWEST OF BARN,
 PL0527'150 YARDS WEST OF GATE AT
 PL0527'POINT WHERE ROAD TURNS SOUTH, AND APPROXIMATELY 0.7
 PL0527'MILE FROM STATION IN AZIMUTH 144 DEG. 38
 PL0527'MIN. 44 SEC.  TO REACH AZIMUTH MARK FROM JUNCTION
 PL0527'OF COUNTY ROUTE 594 AND COUNTY ROUTE 669, GO NORTH 2.0
 PL0527'MILES TO SAND
 PL0527'ROAD TO WEST, AND FOLLOW WEST 0.9 MILE TO MARK ON SOUTH SIDE OF ROAD.
 PL0527
 PL0527                          STATION RECOVERY (1980)
 PL0527
 PL0527'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0527'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0527'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PL0527'WITH 1932 DATA.  AZIMUTH MARK WAS NOT FOUND.
 PL0527'
 PL0527'TO REACH DESCRIPTION OF 1932 IS GOOD.  LAST 1/2 MILE CAN BE WALKED
 PL0527'OR FOUR WHEEL DRIVE UPHILL THRU WOODS.
 PL0527'
 PL0527'PROPERTY OWNED BY US FOREST SERVICE.
 PL0527
 PL0527                          STATION RECOVERY (1994)
 PL0527
 PL0527'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1994 (PRL)
 PL0527'TO REACH THE STATION FROM THE INTERSECTION OF NORTH HIGH BRIDGE ROAD
 PL0527'AND COATES HIGHWAY ALSO KNOWN AS THE W1/4 CORNER OF SECTION 16 T22N
 PL0527'R14W IN DOWNTOWN BRETHREN PROCEED NORTH ALONG NORTH HIGH BRIDGE ROAD 1
 PL0527'MI (1.6 KM) TO THE E1/4 CORNER OF SECTION 8 AND THE INTERSECTION OF
 PL0527'NORTH HIGH BRIDGE ROAD AND BREWER ROAD.  PROCEED EAST ON BREWER ROAD 1
 PL0527'MI (1.6 KM) TO THE E1/4 CORNER OF SECTION 9 AND THE INTERSECTION OF
 PL0527'BREWER ROAD AND SWIGART ROAD.  PROCEED NORTH ON SWIGART ROAD .342 MI
 PL0527'(0.550 KM) TO A Y INTERSECTION.  STAY TO THE RIGHT AND PROCEED .23 MI
 PL0527'(0.37 KM) TO A T INTERSECTION WITH AN OLD RAILROAD GRADE.  TURN LEFT
 PL0527'AND PROCEED NORTHERLY ALONG THE OLD GRADE .431 MI (0.694 KM) TO A Y
 PL0527'INTERSECTION.  STAY TO THE RIGHT AND LEAVE THE OLD GRADE AND GO .135
 PL0527'MI (0.217 KM) TO A 4 WAY INTERSECTION.  TURN EAST AND GO .090 MI
 PL0527'(0.145 KM) TO A Y INTERSECTION.  STAY TO THE LEFT AND GO .162 MI
 PL0527'(0.261 KM) TO A CABIN.  FROM THIS CABIN THE STATION BEARS S83E AND IS
 PL0527'ATOP THE STEEP HILL ABOUT 300 FT (91.4 M) AWAY.  YOU MUST TRAVEL ON
 PL0527'FOOT FROM THIS POINT. REFERENCE MARKS 1 AND 2 AND STATION BRETHREN
 PL0527'WERE FOUND IN EXCELLENT CONDITION.  I DID NOT SEARCH FOR THE AZIMUTH
 PL0527'MARK.  MUCH CLEARING NEEDS TO BE DONE TO MAKE THIS A WORKABLE GPS
 PL0527'STATION.  THE SITE IS HEAVILY OVERGROWN WITH SAWLOG SIZE OAK TIMBER
 PL0527'AND GENERALLY IS NOT EASY TO GET TO.
 PL0527
 PL0527                          STATION RECOVERY (2001)
 PL0527
 PL0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0527'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0298 ***********************************************************************
 QK0298  DESIGNATION -  BREVORT
 QK0298  PID         -  QK0298
 QK0298  STATE/COUNTY-  MI/MACKINAC
 QK0298  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0298
 QK0298                         *CURRENT SURVEY CONTROL
 QK0298  ___________________________________________________________________
 QK0298* NAD 83(1994)-  45 59 21.90386(N)    084 58 41.63574(W)     ADJUSTED  
 QK0298* NAVD 88     -       182.743  (meters)     599.55   (feet)  ADJUSTED  
 QK0298  ___________________________________________________________________
 QK0298  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QK0298  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0298  DYNAMIC HT  -         182.754 (meters)     599.59  (feet)  COMP
 QK0298  MODELED GRAV-     980,670.9   (mgal)                       NAVD 88
 QK0298
 QK0298  HORZ ORDER  -  SECOND
 QK0298  VERT ORDER  -  FIRST     CLASS 0
 QK0298
 QK0298.The horizontal coordinates were established by classical geodetic methods
 QK0298.and adjusted by the National Geodetic Survey in February 1997..
 QK0298
 QK0298.The orthometric height was determined by differential leveling
 QK0298.and adjusted by the National Geodetic Survey in June 1991..
 QK0298
 QK0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0298
 QK0298.The geoid height was determined by GEOID03.
 QK0298
 QK0298.The dynamic height is computed by dividing the NAVD 88
 QK0298.geopotential number by the normal gravity value computed on the
 QK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0298.degrees latitude (g = 980.6199 gals.).
 QK0298
 QK0298.The modeled gravity was interpolated from observed gravity values.
 QK0298
 QK0298;                    North         East     Units Scale Factor Converg.
 QK0298;SPC MI N     -   136,046.457 8,156,612.539   MT  0.99991610   +1 27 40.7
 QK0298;SPC MI N     -   446,346.64 26,760,539.83   iFT  0.99991610   +1 27 40.7
 QK0298;UTM  16      - 5,094,859.005   656,578.927   MT  0.99990140   +1 27 15.7
 QK0298
 QK0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0298!SPC MI N     -   0.99997685  x   0.99991610  =   0.99989295
 QK0298!UTM  16      -   0.99997685  x   0.99990140  =   0.99987825
 QK0298
 QK0298|---------------------------------------------------------------------|
 QK0298| PID    Reference Object                     Distance      Geod. Az  |
 QK0298|                                                           dddmmss.s |
 QK0298| QK0297 BREVORT RM 1                         10.259 METERS 14042     |
 QK0298| QK0792 WAUGOSHANCE LH USLS 1902            APPROX.24.1 KM 2012647.4 |
 QK0298| QK0795 WHITE SHOAL LH USLS 1913            APPROX.20.5 KM 2164309.7 |
 QK0298| QK0299 BREVORT RM 2                          9.424 METERS 30632     |
 QK0298| QK0300 BREVORT AZ MK                                      3134645.0 |
 QK0298|---------------------------------------------------------------------|
 QK0298
 QK0298                          SUPERSEDED SURVEY CONTROL
 QK0298
 QK0298  NAD 83(1986)-  45 59 21.89742(N)    084 58 41.63360(W) AD(       ) 2
 QK0298  NAD 27      -  45 59 21.85664(N)    084 58 41.41195(W) AD(       ) 2
 QK0298  NGVD 29 (??/??/92)  182.785  (m)          599.69   (f) ADJ UNCH    1 0
 QK0298
 QK0298.Superseded values are not recommended for survey control.
 QK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0298.See file dsdata.txt to determine how the superseded data were derived.
 QK0298
 QK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5657994859(NAD 83)
 QK0298_MARKER: DS = TRIANGULATION STATION DISK
 QK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0298_STAMPING: BREVORT 1965
 QK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0298+STABILITY: SURFACE MOTION
 QK0298
 QK0298  HISTORY     - Date     Condition        Report By
 QK0298  HISTORY     - 1965     MONUMENTED       CGS
 QK0298  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QK0298  HISTORY     - 1972     GOOD             NGS
 QK0298  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 QK0298
 QK0298                          STATION DESCRIPTION
 QK0298
 QK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0298'STATION IS ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 2 ABOUT 3-1/2
 QK0298'MILES SOUTHEAST OF
 QK0298'BREVORT, 15 MILES NORTHWEST OF ST. IGNANCE AND ON
 QK0298'THE HIGHWAY RIGHT-OF-WAY.
 QK0298'
 QK0298'TO REACH THE STATION FROM THE TRINITY LUTHERAN CHURCH IN BREVORT,
 QK0298'GO SOUTHEAST ON
 QK0298'U.S. HIGHWAY 2 FOR 3.7 MILES TO THE AZIMUTH MARK ON THE
 QK0298'LEFT.  CONTINUE SOUTHEAST ON
 QK0298'HIGHWAY 2 FOR 0.2 MILE TO THE STATION ON
 QK0298'THE RIGHT ABOUT 0.1 MILE NORTHWEST OF U.S.
 QK0298'FOREST SERVICE ROAD 3108.
 QK0298'
 QK0298'STATION MARKS ARE STANDARD DISKS STAMPED BREVORT 1965.  THE SURFACE
 QK0298'DISK IS SET IN A
 QK0298'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 QK0298'SURFACE OF THE GROUND.  IT IS 5
 QK0298'FEET NORTHEAST OF A METAL WITNESS POST,
 QK0298'39 FEET EAST OF A 16 INCH OAK TREE, 47 FEET
 QK0298'SOUTHWEST OF THE CENTERLINE
 QK0298'OF U.S. HIGHWAY 2 AND ABOUT 100 FEET NORTH OF LAKE MICHIGAN.
 QK0298'THE UNDERGROUND DISK IS
 QK0298'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 QK0298'SURFACE OF THE GROUND.
 QK0298'
 QK0298'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BREVORT NO 1 1965,
 QK0298'IS SET IN A ROUND
 QK0298'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QK0298'THE GROUND.  IT IS 33 FEET SOUTHEAST
 QK0298'OF THE METAL WITNESS POST AND 55
 QK0298'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 QK0298'
 QK0298'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BREVORT NO 2 1965,
 QK0298'IS SET IN A ROUND
 QK0298'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 QK0298'THE GROUND.  IT IS 15.5 FEET
 QK0298'NORTHEAST OF A 16 INCH OAK TREE WITH A
 QK0298'TRIANGULAR BLAZE ON THE NORTHEAST SIDE, 31 FEET
 QK0298'NORTHWEST OF THE METAL
 QK0298'WITNESS POST AND 47 FEET SOUTHWEST OF THE CENTERLINE OF THE
 QK0298'HIGHWAY.
 QK0298'
 QK0298'AZIMUTH MARK, A STANDARD DISK STAMPED BREVORT 1965, IS SET IN A
 QK0298'ROUND CONCRETE
 QK0298'MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2 FEET SOUTH OF
 QK0298'A METAL WITNESS POST, 42 FEET
 QK0298'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 QK0298'2 AND 57 FEET SOUTHEAST OF A 20 INCH PINE TREE.
 QK0298'
 QK0298'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0298
 QK0298                          STATION RECOVERY (1972)
 QK0298
 QK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QK0298'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 QK0298'IN GOOD CONDITION.
 QK0298'THE TO REACH IS
 QK0298'ADEQUATE FOR RECOVERY.
 QK0298'
 QK0298'THE AZIMUTH MARK DISK HAS THE LETTER D STAMPED ON THE DISK.
 QK0298'
 QK0298'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.75 MILES
 QK0298'SOUTHEAST OF BREVORT
 QK0298
 QK0298                          STATION RECOVERY (1972)
 QK0298
 QK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QK0298'3.9 MI SE FROM BREVORT.
 QK0298'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0298'LUTHERAN CHURCH AT BREVORT, NEAR THE WEST END OF THE HIAWATHA
 QK0298'NATIONAL FOREST CAMP GROUNDS, 61.7 FEET NORTHWEST OF THE NORTH
 QK0298'CORNER OF A STONE WALL SUPPORTING A FOREST SERVICE SIGN, 47 FEET
 QK0298'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET EAST OF AN
 QK0298'18 INCH OAK TREE, 2 FEET NORTHEAST OF A METAL WITNESS POST, 1
 QK0298'FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 QK0298'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 QK0298'SECTION 31, T42N, R5W.
 QK0298
 QK0298                          STATION RECOVERY (1995)
 QK0298
 QK0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0300 ***********************************************************************
 QK0300  DESIGNATION -  BREVORT AZ MK
 QK0300  PID         -  QK0300
 QK0300  STATE/COUNTY-  MI/MACKINAC
 QK0300  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0300
 QK0300                         *CURRENT SURVEY CONTROL
 QK0300  ___________________________________________________________________
 QK0300* NAD 83(1986)-  45 59 29.     (N)    084 58 53.     (W)     SCALED    
 QK0300* NAVD 88     -       181.902  (meters)     596.79   (feet)  ADJUSTED  
 QK0300  ___________________________________________________________________
 QK0300  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0300  DYNAMIC HT  -         181.913 (meters)     596.83  (feet)  COMP
 QK0300  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 QK0300
 QK0300  VERT ORDER  -  FIRST     CLASS 0
 QK0300
 QK0300.The horizontal coordinates were scaled from a topographic map and have
 QK0300.an estimated accuracy of +/- 6 seconds.
 QK0300
 QK0300.The orthometric height was determined by differential leveling
 QK0300.and adjusted by the National Geodetic Survey in June 1991..
 QK0300
 QK0300.The geoid height was determined by GEOID03.
 QK0300
 QK0300.The dynamic height is computed by dividing the NAVD 88
 QK0300.geopotential number by the normal gravity value computed on the
 QK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0300.degrees latitude (g = 980.6199 gals.).
 QK0300
 QK0300.The modeled gravity was interpolated from observed gravity values.
 QK0300
 QK0300;                    North         East    Units  Estimated Accuracy
 QK0300;SPC MI N     -   136,260.    8,156,360.      MT  (+/- 180 meters Scaled)
 QK0300
 QK0300                          SUPERSEDED SURVEY CONTROL
 QK0300
 QK0300  NGVD 29 (??/??/92)  181.945  (m)          596.93   (f) ADJ UNCH    1 0
 QK0300
 QK0300.Superseded values are not recommended for survey control.
 QK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0300.See file dsdata.txt to determine how the superseded data were derived.
 QK0300
 QK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR563950(NAD 83)
 QK0300_MARKER: DZ = AZIMUTH MARK DISK
 QK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0300_STAMPING: BREVORT 1965 D
 QK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0300+STABILITY: SURFACE MOTION
 QK0300
 QK0300  HISTORY     - Date     Condition        Report By
 QK0300  HISTORY     - 1965     MONUMENTED       CGS
 QK0300  HISTORY     - 1972     GOOD             NGS
 QK0300  HISTORY     - 19950702 GOOD             USPSQD
 QK0300  HISTORY     - 19950712 GOOD             USPSQD
 QK0300  HISTORY     - 20010331 GOOD             NGS
 QK0300  HISTORY     - 20030606 GOOD             USPSQD
 QK0300  HISTORY     - 20060830 GOOD             USPSQD
 QK0300
 QK0300                          STATION DESCRIPTION
 QK0300
 QK0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0300'3.8 MI SE FROM BREVORT.
 QK0300'ABOUT 3.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0300'LUTHERAN CHURCH AT BREVORT, ON THE INSIDE OF A CURVE FOR THE
 QK0300'HIGHWAY, 43 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QK0300'ON THE SOUTHWEST SLOPE OF A 20-FOOT-HIGH BANK, 27 FEET NORTHWEST
 QK0300'OF A 12-INCH FIR TREE WITH A FORKED TOP, 1.7 FEET SOUTHEAST OF A
 QK0300'METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE HIGHWAY
 QK0300'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 QK0300'THE LEVEL OF THE GROUND.  THE LETTER D IS STAMPED ON THE DISK.
 QK0300'SECTION 31, T42N, R5W.
 QK0300
 QK0300                          STATION RECOVERY (1995)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0300'RECOVERED IN GOOD CONDITION.
 QK0300
 QK0300                          STATION RECOVERY (1995)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0300'RECOVERED IN GOOD CONDITION.
 QK0300
 QK0300                          STATION RECOVERY (2001)
 QK0300
 QK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0300'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0300
 QK0300                          STATION RECOVERY (2003)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0300'RECOVERED IN GOOD CONDITION.
 QK0300
 QK0300                          STATION RECOVERY (2006)
 QK0300
 QK0300'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0297 ***********************************************************************
 QK0297  DESIGNATION -  BREVORT RM 1
 QK0297  PID         -  QK0297
 QK0297  STATE/COUNTY-  MI/MACKINAC
 QK0297  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0297
 QK0297                         *CURRENT SURVEY CONTROL
 QK0297  ___________________________________________________________________
 QK0297* NAD 83(1986)-  45 59 23.     (N)    084 58 44.     (W)     SCALED    
 QK0297* NAVD 88     -       182.815  (meters)     599.79   (feet)  ADJUSTED  
 QK0297  ___________________________________________________________________
 QK0297  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0297  DYNAMIC HT  -         182.826 (meters)     599.82  (feet)  COMP
 QK0297  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 QK0297
 QK0297  VERT ORDER  -  FIRST     CLASS 0
 QK0297
 QK0297.The horizontal coordinates were scaled from a topographic map and have
 QK0297.an estimated accuracy of +/- 6 seconds.
 QK0297
 QK0297.The orthometric height was determined by differential leveling
 QK0297.and adjusted by the National Geodetic Survey in June 1991..
 QK0297
 QK0297.The geoid height was determined by GEOID03.
 QK0297
 QK0297.The dynamic height is computed by dividing the NAVD 88
 QK0297.geopotential number by the normal gravity value computed on the
 QK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0297.degrees latitude (g = 980.6199 gals.).
 QK0297
 QK0297.The modeled gravity was interpolated from observed gravity values.
 QK0297
 QK0297;                    North         East    Units  Estimated Accuracy
 QK0297;SPC MI N     -   136,080.    8,156,560.      MT  (+/- 180 meters Scaled)
 QK0297
 QK0297                          SUPERSEDED SURVEY CONTROL
 QK0297
 QK0297  NGVD 29 (??/??/92)  182.857  (m)          599.92   (f) ADJ UNCH    1 0
 QK0297
 QK0297.Superseded values are not recommended for survey control.
 QK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0297.See file dsdata.txt to determine how the superseded data were derived.
 QK0297
 QK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR565948(NAD 83)
 QK0297_MARKER: DR = REFERENCE MARK DISK
 QK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0297_STAMPING: BREVORT NO 1 1965
 QK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0297+STABILITY: SURFACE MOTION
 QK0297
 QK0297  HISTORY     - Date     Condition        Report By
 QK0297  HISTORY     - 1965     MONUMENTED       CGS
 QK0297  HISTORY     - 1972     GOOD             NGS
 QK0297  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0297
 QK0297                          STATION DESCRIPTION
 QK0297
 QK0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0297'3.9 MI SE FROM BREVORT.
 QK0297'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0297'LUTHERAN CHURCH AT BREVORT, 33.7 FEET SOUTHEAST OF THE STATION
 QK0297'MARK DESCRIBED, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QK0297'HIGHWAY, 29.4 FEET WEST OF THE NORTH CORNER OF A STONE WALL
 QK0297'SUPPORTING A FOREST SERVICE SIGN, ABOUT LEVEL WITH THE STATION
 QK0297'MARK, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 QK0297'OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 QK0297'SECTION 31, T42N, R5W.
 QK0297
 QK0297                          STATION RECOVERY (1995)
 QK0297
 QK0297'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0299 ***********************************************************************
 QK0299  DESIGNATION -  BREVORT RM 2
 QK0299  PID         -  QK0299
 QK0299  STATE/COUNTY-  MI/MACKINAC
 QK0299  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0299
 QK0299                         *CURRENT SURVEY CONTROL
 QK0299  ___________________________________________________________________
 QK0299* NAD 83(1986)-  45 59 23.     (N)    084 58 44.     (W)     SCALED    
 QK0299* NAVD 88     -       182.672  (meters)     599.32   (feet)  ADJUSTED  
 QK0299  ___________________________________________________________________
 QK0299  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0299  DYNAMIC HT  -         182.683 (meters)     599.35  (feet)  COMP
 QK0299  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 QK0299
 QK0299  VERT ORDER  -  FIRST     CLASS 0
 QK0299
 QK0299.The horizontal coordinates were scaled from a topographic map and have
 QK0299.an estimated accuracy of +/- 6 seconds.
 QK0299
 QK0299.The orthometric height was determined by differential leveling
 QK0299.and adjusted by the National Geodetic Survey in June 1991..
 QK0299
 QK0299.The geoid height was determined by GEOID03.
 QK0299
 QK0299.The dynamic height is computed by dividing the NAVD 88
 QK0299.geopotential number by the normal gravity value computed on the
 QK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0299.degrees latitude (g = 980.6199 gals.).
 QK0299
 QK0299.The modeled gravity was interpolated from observed gravity values.
 QK0299
 QK0299;                    North         East    Units  Estimated Accuracy
 QK0299;SPC MI N     -   136,080.    8,156,560.      MT  (+/- 180 meters Scaled)
 QK0299
 QK0299                          SUPERSEDED SURVEY CONTROL
 QK0299
 QK0299  NGVD 29 (??/??/92)  182.714  (m)          599.45   (f) ADJ UNCH    1 0
 QK0299
 QK0299.Superseded values are not recommended for survey control.
 QK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0299.See file dsdata.txt to determine how the superseded data were derived.
 QK0299
 QK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR565948(NAD 83)
 QK0299_MARKER: DR = REFERENCE MARK DISK
 QK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0299_STAMPING: BREVORT NO 2 1965
 QK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0299+STABILITY: SURFACE MOTION
 QK0299
 QK0299  HISTORY     - Date     Condition        Report By
 QK0299  HISTORY     - 1965     MONUMENTED       CGS
 QK0299  HISTORY     - 1972     GOOD             NGS
 QK0299  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0299
 QK0299                          STATION DESCRIPTION
 QK0299
 QK0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0299'3.9 MI SE FROM BREVORT.
 QK0299'ABOUT 3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0299'LUTHERAN CHURCH AT BREVORT, 30.9 FEET NORTHWEST OF THE STATION
 QK0299'MARK DESCRIBED, 47 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QK0299'HIGHWAY, 17 FEET NORTHEAST OF AN 18-INCH OAK TREE, ABOUT LEVEL
 QK0299'WITH THE STATION MARK,  FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 QK0299'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 QK0299'GROUND.  SECTION 31, T42N, R5W.
 QK0299
 QK0299                          STATION RECOVERY (1995)
 QK0299
 QK0299'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0847 ***********************************************************************
 RJ0847  DESIGNATION -  BRIDGE
 RJ0847  PID         -  RJ0847
 RJ0847  STATE/COUNTY-  MI/CHIPPEWA
 RJ0847  USGS QUAD   -  BARBEAU (1975)
 RJ0847
 RJ0847                         *CURRENT SURVEY CONTROL
 RJ0847  ___________________________________________________________________
 RJ0847* NAD 83(1994)-  46 30 16.11108(N)    084 21 47.14548(W)     ADJUSTED  
 RJ0847* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ0847  ___________________________________________________________________
 RJ0847  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 RJ0847  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0847
 RJ0847  HORZ ORDER  -  THIRD
 RJ0847
 RJ0847.The horizontal coordinates were established by classical geodetic methods
 RJ0847.and adjusted by the National Geodetic Survey in February 1997..
 RJ0847
 RJ0847.The orthometric height was scaled from a topographic map.
 RJ0847
 RJ0847.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0847
 RJ0847.The geoid height was determined by GEOID03.
 RJ0847
 RJ0847;                    North         East     Units Scale Factor Converg.
 RJ0847;SPC MI N     -   194,661.381 8,202,343.473   MT  0.99991014   +1 54 21.3
 RJ0847;SPC MI N     -   638,652.82 26,910,575.70   iFT  0.99991014   +1 54 21.3
 RJ0847;SPC MI C     -   354,275.941 6,000,274.152   MT  1.00028620   +0 00 09.1
 RJ0847;SPC MI C     - 1,162,322.64 19,685,938.82   iFT  1.00028620   +0 00 09.1
 RJ0847;UTM  16      - 5,153,479.056   702,314.359   MT  1.00010315   +1 54 48.7
 RJ0847
 RJ0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0847!SPC MI N     -   0.99997673  x   0.99991014  =   0.99988688
 RJ0847!SPC MI C     -   0.99997673  x   1.00028620  =   1.00026293
 RJ0847!UTM  16      -   0.99997673  x   1.00010315  =   1.00007988
 RJ0847
 RJ0847|---------------------------------------------------------------------|
 RJ0847| PID    Reference Object                     Distance      Geod. Az  |
 RJ0847|                                                           dddmmss.s |
 RJ0847| CH1755 BRIDGE RM 1                           8.670 METERS 02919     |
 RJ0847| RJ0844 GATE IBC 1943                       APPROX. 1.4 KM 0465157.5 |
 RJ0847| CH1756 BRIDGE RM 2                          11.658 METERS 04934     |
 RJ0847| RJ0845 VIDAL SHOALS CHANNEL REAR LT        APPROX. 0.6 KM 0731836.2 |
 RJ0847| RJ1020 CENTRAL METHODIST CHURCH SPIRE      APPROX. 1.5 KM 1212534.9 |
 RJ0847|---------------------------------------------------------------------|
 RJ0847
 RJ0847                          SUPERSEDED SURVEY CONTROL
 RJ0847
 RJ0847  NAD 83(1986)-  46 30 16.09312(N)    084 21 47.15693(W) AD(       ) 3
 RJ0847  NAD 27      -  46 30 16.02100(N)    084 21 47.00800(W) AD(       ) 3
 RJ0847
 RJ0847.Superseded values are not recommended for survey control.
 RJ0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0847.See file dsdata.txt to determine how the superseded data were derived.
 RJ0847
 RJ0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0231453479(NAD 83)
 RJ0847_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ0847
 RJ0847  HISTORY     - Date     Condition        Report By
 RJ0847  HISTORY     - 1943     MONUMENTED       IBC
 RJ0847  HISTORY     - 1958     GOOD             IBC
 RJ0847
 RJ0847                          STATION DESCRIPTION
 RJ0847
 RJ0847'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0847'AT S END OF THE CANADIAN PACIFIC RAILWAY BRIDGE ABOVE ST MARYS
 RJ0847'FALLS, ON THE W SIDE OF THE RAILWAY TRACK.  IT IS ABOUT 30 FEET S
 RJ0847'OF THE END OF THE BRIDGE, 80 FEET S OF THE WATER, ABOUT 20 FEET
 RJ0847'ABOVE WATER, AND 13 FEET W OF NEAREST MAIN TRACK RAIL.
 RJ0847'
 RJ0847'STATION MARK IS AN I B C STANDARD BRONZE - DISK STATION MARK 2
 RJ0847'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS SET IN A CYLINDER
 RJ0847'OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES IN DEPTH.  THE
 RJ0847'SUBSURFACE MARK IS A PIECE OF NO 8 COPPER WIRE SET IN TOP OF
 RJ0847'CONCRETE CYLINDER 7 INCHES IN DIAMETER AND 10 INCHES LONG.  IT IS
 RJ0847'20 INCHES UNDERGROUND.
 RJ0847'
 RJ0847'REFERENCE MARK 1 IS A 1/2-INCH DRILL HOLE 3/4 INCH DEEP IN CAPSTONE
 RJ0847'ON W SIDE OF BRIDGE ABUTMENT, 28.445 FEET FROM STATION,
 RJ0847'N 29 DEG 19 MIN E.
 RJ0847'
 RJ0847'REFERENCE MARK 2 IS A SIMILIAR DRILL HOLE IN CAPSTONE ON E SIDE OF
 RJ0847'BRIDGE ABUTMENT, 38.22 FEET FROM STATION, N 49 DEG 34 MIN E.
 RJ0847'
 RJ0847'W EDGE OF W RAIL OF THROUGH TRACK IS 12.86 FEET FROM STATION AT
 RJ0847'RIGHT ANGLE TO TRACK.
 RJ0847
 RJ0847                          STATION RECOVERY (1958)
 RJ0847
 RJ0847'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0847'RECOVERED IN GOOD CONDITION 1 INCH UNDERGROUND 3 FEET SOUTH OF
 RJ0847'RESTRICTED AREA SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0317 ***********************************************************************
 OL0317  DESIGNATION -  BRIDGE USE
 OL0317  PID         -  OL0317
 OL0317  STATE/COUNTY-  MI/OCEANA
 OL0317  USGS QUAD   -  
 OL0317
 OL0317                         *CURRENT SURVEY CONTROL
 OL0317  ___________________________________________________________________
 OL0317* NAD 83(1986)-  43 46 49.     (N)    086 26 12.     (W)     SCALED    
 OL0317* NAVD 88     -       177.878  (meters)     583.59   (feet)  ADJUSTED  
 OL0317  ___________________________________________________________________
 OL0317  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0317  DYNAMIC HT  -         177.844 (meters)     583.48  (feet)  COMP
 OL0317  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OL0317
 OL0317  VERT ORDER  -  FIRST     CLASS II
 OL0317
 OL0317.The horizontal coordinates were scaled from a topographic map and have
 OL0317.an estimated accuracy of +/- 6 seconds.
 OL0317
 OL0317.The orthometric height was determined by differential leveling
 OL0317.and adjusted by the National Geodetic Survey in June 1991..
 OL0317
 OL0317.The geoid height was determined by GEOID03.
 OL0317
 OL0317.The dynamic height is computed by dividing the NAVD 88
 OL0317.geopotential number by the normal gravity value computed on the
 OL0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0317.degrees latitude (g = 980.6199 gals.).
 OL0317
 OL0317.The modeled gravity was interpolated from observed gravity values.
 OL0317
 OL0317;                    North         East    Units  Estimated Accuracy
 OL0317;SPC MI S     -   255,350.    3,833,370.      MT  (+/- 180 meters Scaled)
 OL0317
 OL0317                          SUPERSEDED SURVEY CONTROL
 OL0317
 OL0317.No superseded survey control is available for this station.
 OL0317
 OL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453476(NAD 83)
 OL0317_MARKER: DD = SURVEY DISK
 OL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0317_SP_SET: CONCRETE POST
 OL0317_STAMPING: BRIDGE 1970
 OL0317_MARK LOGO: USE   
 OL0317_PROJECTION: PROJECTING 10 CENTIMETERS
 OL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0317+STABILITY: SURFACE MOTION
 OL0317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0317+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0317
 OL0317  HISTORY     - Date     Condition        Report By
 OL0317  HISTORY     - 1970     MONUMENTED       USE
 OL0317  HISTORY     - 1984     GOOD             NGS
 OL0317  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0317  HISTORY     - 19950910 GOOD             USPSQD
 OL0317  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0317  HISTORY     - 20050521 GOOD             USPSQD
 OL0317
 OL0317                          STATION DESCRIPTION
 OL0317
 OL0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0317'IN PENTWATER.
 OL0317'0.2 KM (0.15 MI) WEST ALONG LOWELL STREET FROM THE INTERSECTION OF
 OL0317'HANCOCK STREET WHICH IS ONE BLOCK NORTH OF THE POST OFFICE IN
 OL0317'PENTWATER, THENCE 0.2 KM (0.1 MI) SOUTH-SOUTHWEST ALONG BRIDGE STREET
 OL0317'TO ITS END, AT THE EAST-WEST WALL (NORTH WALL OF THE ENTRANCE CHANNEL)
 OL0317'FROM LAKE MICHIGAN TO PENTWATER LAKE, SET IN TOP OF A 0.18 METERS
 OL0317'(0.6 FT) DIAMETER CONCRETE POST, 12.74 METERS (41.8 FT) WEST-NORTHWEST
 OL0317'OF AN EXTENDED CENTERLINE OF BRIDGE STREET, 63.03 METERS (206.8 FT)
 OL0317'WEST-NORTHWEST OF BENCH MARK PRIVATE, 4.29 METERS (14.1 FT)
 OL0317'NORTH-NORTHEAST OF THE NORTH-NORTHEAST EDGE OF THE RETAINING WALL, AND
 OL0317'1.82 METERS (6.0 FT) SOUTHWEST OF A PLANTER AREA ABOUT 12 BY 20 FEET.
 OL0317'THE MARK IS ABOVE LEVEL WITH TOP OF RETAINING WALL.
 OL0317
 OL0317                          STATION RECOVERY (1994)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0317'MARK NOT FOUND.
 OL0317
 OL0317                          STATION RECOVERY (1995)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0317'RECOVERED IN GOOD CONDITION.
 OL0317
 OL0317                          STATION RECOVERY (2001)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0317'MARK NOT FOUND.
 OL0317
 OL0317                          STATION RECOVERY (2005)
 OL0317
 OL0317'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVA)
 OL0317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2406 ***********************************************************************
 ME2406  DESIGNATION -  BRIDGMAN MUNICIPAL TANK
 ME2406  PID         -  ME2406
 ME2406  STATE/COUNTY-  MI/BERRIEN
 ME2406  USGS QUAD   -  BRIDGMAN (1978)
 ME2406
 ME2406                         *CURRENT SURVEY CONTROL
 ME2406  ___________________________________________________________________
 ME2406* NAD 83(1994)-  41 56 33.73689(N)    086 32 44.95821(W)     ADJUSTED  
 ME2406* NAVD 88     -                                                        
 ME2406  ___________________________________________________________________
 ME2406  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 ME2406  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 ME2406
 ME2406  HORZ ORDER  -  THIRD
 ME2406
 ME2406.The horizontal coordinates were established by classical geodetic methods
 ME2406.and adjusted by the National Geodetic Survey in February 1997..
 ME2406
 ME2406
 ME2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2406
 ME2406.The geoid height was determined by GEOID03.
 ME2406
 ME2406;                    North         East     Units Scale Factor Converg.
 ME2406;SPC MI S     -    51,514.419 3,819,306.253   MT  1.00004095   -1 28 58.7
 ME2406;SPC MI S     -   169,010.56 12,530,532.33   iFT  1.00004095   -1 28 58.7
 ME2406;UTM  16      - 4,643,514.559   537,647.730   MT  0.99961744   +0 18 12.9
 ME2406
 ME2406                          SUPERSEDED SURVEY CONTROL
 ME2406
 ME2406  NAD 83(1986)-  41 56 33.73548(N)    086 32 44.96688(W) AD(       ) 4
 ME2406  NAD 27      -  41 56 33.57200(N)    086 32 44.90100(W) AD(       ) 3
 ME2406
 ME2406.Superseded values are not recommended for survey control.
 ME2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2406.See file dsdata.txt to determine how the superseded data were derived.
 ME2406
 ME2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3764843515(NAD 83)
 ME2406_MARKER: 51 = TANK
 ME2406
 ME2406  HISTORY     - Date     Condition        Report By
 ME2406  HISTORY     - 1932     FIRST OBSERVED   CGS
 ME2406
 ME2406                          STATION DESCRIPTION
 ME2406
 ME2406'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0522 ***********************************************************************
 PL0522  DESIGNATION -  BRIER HILL LOOKOUT TOWER 1932
 PL0522  PID         -  PL0522
 PL0522  STATE/COUNTY-  MI/WEXFORD
 PL0522  USGS QUAD   -  HARRIETTA (1987)
 PL0522
 PL0522                         *CURRENT SURVEY CONTROL
 PL0522  ___________________________________________________________________
 PL0522* NAD 83(1994)-  44 21 57.97775(N)    085 40 46.26032(W)     ADJUSTED  
 PL0522* NAVD 88     -                                                        
 PL0522  ___________________________________________________________________
 PL0522  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 PL0522  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PL0522
 PL0522  HORZ ORDER  -  THIRD
 PL0522
 PL0522.The horizontal coordinates were established by classical geodetic methods
 PL0522.and adjusted by the National Geodetic Survey in February 1997..
 PL0522
 PL0522
 PL0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0522
 PL0522.The geoid height was determined by GEOID03.
 PL0522
 PL0522;                    North         East     Units Scale Factor Converg.
 PL0522;SPC MI C     -   117,461.855 5,895,359.368   MT  0.99996312   -0 55 38.7
 PL0522;SPC MI C     -   385,373.54 19,341,730.21   iFT  0.99996312   -0 55 38.7
 PL0522;UTM  16      - 4,913,384.481   605,215.630   MT  0.99973614   +0 55 24.3
 PL0522
 PL0522                          SUPERSEDED SURVEY CONTROL
 PL0522
 PL0522  NAD 83(1986)-  44 21 57.97820(N)    085 40 46.26278(W) AD(       ) 4
 PL0522  NAD 27      -  44 21 57.96557(N)    085 40 46.03687(W) AD(       ) 3
 PL0522
 PL0522.Superseded values are not recommended for survey control.
 PL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0522.See file dsdata.txt to determine how the superseded data were derived.
 PL0522
 PL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0521613384(NAD 83)
 PL0522
 PL0522  HISTORY     - Date     Condition        Report By
 PL0522  HISTORY     - 1932     MONUMENTED       CGS
 PL0522  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0522
 PL0522                          STATION DESCRIPTION
 PL0522
 PL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PL0522'SEE STATION BRIER HILL
 PL0522
 PL0522                          STATION RECOVERY (1996)
 PL0522
 PL0522'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0523 ***********************************************************************
 PL0523  DESIGNATION -  BRIER HILL RESET
 PL0523  PID         -  PL0523
 PL0523  STATE/COUNTY-  MI/WEXFORD
 PL0523  USGS QUAD   -  HARRIETTA (1987)
 PL0523
 PL0523                         *CURRENT SURVEY CONTROL
 PL0523  ___________________________________________________________________
 PL0523* NAD 83(1994)-  44 21 57.63308(N)    085 40 46.01952(W)     ADJUSTED  
 PL0523* NAVD 88     -       520.     (meters)    1706.     (feet)  SCALED    
 PL0523  ___________________________________________________________________
 PL0523  LAPLACE CORR-           6.35  (seconds)                    DEFLEC99
 PL0523  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 PL0523
 PL0523  HORZ ORDER  -  FIRST
 PL0523
 PL0523.The horizontal coordinates were established by classical geodetic methods
 PL0523.and adjusted by the National Geodetic Survey in February 1997..
 PL0523
 PL0523.The orthometric height was scaled from a topographic map.
 PL0523
 PL0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0523
 PL0523.The geoid height was determined by GEOID03.
 PL0523
 PL0523;                    North         East     Units Scale Factor Converg.
 PL0523;SPC MI C     -   117,451.132 5,895,364.526   MT  0.99996313   -0 55 38.5
 PL0523;SPC MI C     -   385,338.36 19,341,747.13   iFT  0.99996313   -0 55 38.5
 PL0523;UTM  16      - 4,913,373.932   605,221.131   MT  0.99973616   +0 55 24.5
 PL0523
 PL0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0523!SPC MI C     -   0.99992382  x   0.99996313  =   0.99988696
 PL0523!UTM  16      -   0.99992382  x   0.99973616  =   0.99966000
 PL0523
 PL0523:                Primary Azimuth Mark                     Grid Az
 PL0523:SPC MI C     -  KINGSLEY                                 019 36 30.7
 PL0523:UTM  16      -  KINGSLEY                                 017 45 27.7
 PL0523
 PL0523|---------------------------------------------------------------------|
 PL0523| PID    Reference Object                     Distance      Geod. Az  |
 PL0523|                                                           dddmmss.s |
 PL0523| PL0535 KINGSLEY                            APPROX.24.5 KM 0184052.2 |
 PL0523| CH1757 BRIER HILL RM 1                                    03023     |
 PL0523| PL0586 BRIER HILL RM 2                                    13334     |
 PL0523| PL0522 BRIER HILL LOOKOUT TOWER 1932        11.900 METERS 33323     |
 PL0523|---------------------------------------------------------------------|
 PL0523
 PL0523                          SUPERSEDED SURVEY CONTROL
 PL0523
 PL0523  NAD 83(1986)-  44 21 57.63353(N)    085 40 46.02198(W) AD(       ) 1
 PL0523  NAD 27      -  44 21 57.62090(N)    085 40 45.79609(W) AD(       ) 1
 PL0523
 PL0523.Superseded values are not recommended for survey control.
 PL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0523.See file dsdata.txt to determine how the superseded data were derived.
 PL0523
 PL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0522113374(NAD 83)
 PL0523_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0523_SP_SET: CONCRETE POST
 PL0523_STAMPING: BRIER HILL 1931 1985
 PL0523_MARK LOGO: NGS   
 PL0523_PROJECTION: PROJECTING 3 CENTIMETERS
 PL0523_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0523+STABILITY: SURFACE MOTION
 PL0523
 PL0523  HISTORY     - Date     Condition        Report By
 PL0523  HISTORY     - 1985     MONUMENTED       NGS
 PL0523  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0523
 PL0523                          STATION DESCRIPTION
 PL0523
 PL0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PL0523'THE STATION MARK WAS RECOVERED TO HAVE THE SURFACE MONUMENT RESET
 PL0523'BY MIDOT IN 1981, BUT SOMEONE HAD BROKEN HALF THE DISK OFF LEAVING THE
 PL0523'CENTER OF TRIANGLE AND PART OF NAME AND DATE.  THIS POINT WAS HELD AND
 PL0523'A NEW DISK WAS SET INTO A DRILL HOLE.  REFERENCE MARK 1 WAS FOUND
 PL0523'LAYING ON ITS SIDE AND THE DISK MISSING.  REFERENCE MARK 2 WAS FOUND
 PL0523'TO HAVE BEEN HIT BY MACHINERY AND WAS TILTING TOWARD THE SOUTHEAST.
 PL0523'THIS MARK WAS NOT VISIBLE TO THE STATION NOW ON ACCOUNT OF TREE LIMBS
 PL0523'ON LINE.  A NEW REFERENCE MARK 3 AND 4 WAS ESTABLISHED AT THIS TIME.
 PL0523'A NEW DESCRIPTION FOLLOWS.
 PL0523' 
 PL0523'THE STATION IS LOCATED ABOUT 15 MILES (24.1 KM) 24.15 KM (15.00 MI)
 PL0523'NORTHWEST OF CADILLAC 3 1/2 MILES 5.64 KM (3.50 MI) SOUTHEAST OF
 PL0523'MESICK 4 MILES (6.4 KM) 6.44 KM (4.00 MI) NORTH OF HARRIETTA IN THE NW
 PL0523'1/4 SEC 29 T 23 N R 11 W AND ON A HILL KNOWN AS BRIER HILL AT THE SITE
 PL0523'OF AN OLD FIRE TOWER WHICH IS NO LONGER THERE.  OWNERSHIP  U.S FOREST
 PL0523'PROPERTY.  TO REACH THE STATION FROM THE POST OFFICE IN HARRIETTA GO
 PL0523'EAST ON DAVIS RD ALSO KNOWN AS W 30 RD FOR 0.25 MILE (0.40 KM) TO A
 PL0523'FORK.  KEEP THE LEFT FORK AND CONTINUE EASTERLY ON W 30 RD FOR 1.3
 PL0523'MILES (2.1 KM) 2.09 KM (1.30 MI) TO A CROSSROAD S 15 1/2 RD. TURN LEFT
 PL0523'AND GO NORTHERLY ON S 15 1/2 RD FOR 0.5 MILE (0.8 KM) TO A SIDE ROAD
 PL0523'RIGHT U.S FOREST SERVICE ROAD 5031. TURN RIGHT AND GO EAST THENCE
 PL0523'NORTHERLY FOR 2.85 MILES (4.59 KM) TO A SIDE ROAD LEFT U.S FOREST
 PL0523'SERVICE ROAD 5008. TURN LEFT AND GO WESTERLY ON ROAD 5008 FOR 0.75
 PL0523'MILE TO A SIDE ROAD RIGHT U.S FOREST SERVICE ROAD 5006. TURN RIGHT AND
 PL0523'FOLLOW ROAD 5006 NORTHERLY FOR 1.4 MILES (2.3 KM) TO A FORK AND THE
 PL0523'JUNCTION OF U.S FOREST SERVICE ROAD 5007.  KEEP THE LEFT FORK AND
 PL0523'CONTINUE ON ROAD 5006 FOR 0.45 MILE (0.72 KM) TO REFERENCE MARK NUMBER
 PL0523'TWO ON THE RIGHT.  CONTINUE ON FOR 0.1 MILE (0.2 KM) TO THE END OF
 PL0523'ROAD 5006 AND THE STATION AS DESCRIBED.
 PL0523' 
 PL0523'THE STATION IS A STANDARD NGS DISK STAMPED--BRIER HILL 1931 1985--,
 PL0523'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM (12 INCHES) IN
 PL0523'DIAMETER, PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.  THE STATION IS
 PL0523'LOCATED 9.935 METERS (32.595 FT) WEST SOUTHWEST FROM THE CENTERLINE OF
 PL0523'TRACK ROAD 3.048 METERS (10.000 FT) EAST FROM THE CENTERLINE OF TRACK
 PL0523'ROAD 8.230 METERS (27.001 FT) SOUTH SOUTHEAST FROM THE SOUUTHEAST ONE
 PL0523'OF FOUR CONCRETE PILLARS LEFT FROM OLD L.O.T AND 0.792 METERS (2.598
 PL0523'FT) SOUTH FROM A WITNESS POST.
 PL0523' 
 PL0523'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BRIER HILL NO 2
 PL0523'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12 IN)
 PL0523'IN DIAMETER, PROJECTING 43 CM (16 INCHES) ABOVE THE GROUND.  THE
 PL0523'STATION IS LOCATED 3.048 METERS (10.000 FT) NORTH FROM THE CENTERLINE
 PL0523'OF TRACK ROAD 0.610 METERS (2.001 FT) SOUTH FROM A WITNESS POST AND
 PL0523'1.5 METERS (4.9 FT) BELOW THE STATION.
 PL0523' 
 PL0523'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--BRIER HILL NO 3
 PL0523'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (10 IN) IN
 PL0523'DIAMETER FLUSH WITH GROUND.  THE STATION IS LOCATED 3.658 METERS
 PL0523'(12.001 FT) WEST FROM THE CENTERLINE OF TRACK ROAD AND 0.610 METERS
 PL0523'(2.001 FT) NORTHEAST FROM A WITNESS POST AND 0.9 METERS (3.0 FT) BELOW
 PL0523'THE STATION.
 PL0523' 
 PL0523'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--BRIER HILL 1931 NO
 PL0523'4 1985--, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST ONE OF FOUR
 PL0523'CONCRETE PILLARS IN WHICH THE FIRE LOOKOUT TOWER WAS SETING ON.  THE
 PL0523'STATION IS LOCATED 0.762 METERS (2.500 FT) NORTHEAST FROM A WITNESS
 PL0523'POST AND 0.9 METERS (3.0 FT) ABOVE THE STATION.
 PL0523
 PL0523                          STATION RECOVERY (1996)
 PL0523
 PL0523'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5553 ***********************************************************************
 AJ5553  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5553  DESIGNATION -  BRIGHTON CORS ARP
 AJ5553  CORS_ID     -  BRIG
 AJ5553  PID         -  AJ5553
 AJ5553  STATE/COUNTY-  MI/LIVINGSTON
 AJ5553  USGS QUAD   -  BRIGHTON (1983)
 AJ5553
 AJ5553                         *CURRENT SURVEY CONTROL
 AJ5553  ___________________________________________________________________
 AJ5553* NAD 83(CORS)-  42 31 12.33765(N)    083 45 23.93614(W)     ADJUSTED  
 AJ5553* NAVD 88     -                                                        
 AJ5553  ___________________________________________________________________
 AJ5553  EPOCH DATE  -        2002.00
 AJ5553  X           -     512,039.301 (meters)                     COMP
 AJ5553  Y           -  -4,680,416.300 (meters)                     COMP
 AJ5553  Z           -   4,288,537.513 (meters)                     COMP
 AJ5553  ELLIP HEIGHT-         262.46  (meters)          (03/??/02) GPS OBS
 AJ5553  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 AJ5553
 AJ5553  HORZ ORDER  -  SPECIAL (CORS)
 AJ5553  ELLP ORDER  -  SPECIAL (CORS)
 AJ5553
 AJ5553.ITRF positions are available for this station.
 AJ5553.The coordinates were established by GPS observations
 AJ5553.and adjusted by the National Geodetic Survey in March 2002..
 AJ5553.The coordinates are valid at the epoch date displayed above.
 AJ5553.The epoch date for horizontal control is a decimal equivalence
 AJ5553.of Year/Month/Day.
 AJ5553
 AJ5553
 AJ5553.The PID for the CORS L1 Phase Center is DG4053.
 AJ5553
 AJ5553.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5553
 AJ5553.The ellipsoidal height was determined by GPS observations
 AJ5553.and is referenced to NAD 83.
 AJ5553
 AJ5553.The geoid height was determined by GEOID03.
 AJ5553
 AJ5553;                    North         East     Units Scale Factor Converg.
 AJ5553;SPC MI S     -   113,490.972 4,050,122.702   MT  0.99992705   +0 24 54.5
 AJ5553;SPC MI S     -   372,345.71 13,287,804.14   iFT  0.99992705   +0 24 54.5
 AJ5553
 AJ5553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5553!SPC MI S     -   0.99995884  x   0.99992705  =   0.99988589
 AJ5553
 AJ5553                          SUPERSEDED SURVEY CONTROL
 AJ5553
 AJ5553  NAD 83(CORS)-  42 31 12.33765(N)    083 45 23.93614(W) AD(1997.00) c
 AJ5553  ELLIP H (10/??/01)  262.46   (m)                       GP(1997.00) c c
 AJ5553
 AJ5553.Superseded values are not recommended for survey control.
 AJ5553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5553.See file dsdata.txt to determine how the superseded data were derived.
 AJ5553
 AJ5553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7356211207(NAD 83)
 AJ5553_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5553
 AJ5553                          STATION DESCRIPTION
 AJ5553
 AJ5553'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5553'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5553'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5553'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5553'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5553'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4053 ***********************************************************************
 DG4053  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4053  DESIGNATION -  BRIGHTON CORS L1 PHASE CENTER
 DG4053  CORS_ID     -  BRIG
 DG4053  PID         -  DG4053
 DG4053  STATE/COUNTY-  MI/LIVINGSTON
 DG4053  USGS QUAD   -  BRIGHTON (1983)
 DG4053
 DG4053                         *CURRENT SURVEY CONTROL
 DG4053  ___________________________________________________________________
 DG4053* NAD 83(CORS)-  42 31 12.33773(N)    083 45 23.93609(W)     ADJUSTED  
 DG4053* NAVD 88     -                                                        
 DG4053  ___________________________________________________________________
 DG4053  EPOCH DATE  -        2002.00
 DG4053  X           -     512,039.311 (meters)                     COMP
 DG4053  Y           -  -4,680,416.379 (meters)                     COMP
 DG4053  Z           -   4,288,537.589 (meters)                     COMP
 DG4053  ELLIP HEIGHT-         262.57  (meters)          (03/??/02) GPS OBS
 DG4053  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 DG4053
 DG4053  HORZ ORDER  -  SPECIAL (CORS)
 DG4053  ELLP ORDER  -  SPECIAL (CORS)
 DG4053
 DG4053.ITRF positions are available for this station.
 DG4053.The coordinates were established by GPS observations
 DG4053.and adjusted by the National Geodetic Survey in March 2002..
 DG4053.The coordinates are valid at the epoch date displayed above.
 DG4053.The epoch date for horizontal control is a decimal equivalence
 DG4053.of Year/Month/Day.
 DG4053
 DG4053
 DG4053.The PID for the CORS ARP is AJ5553.
 DG4053
 DG4053.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4053
 DG4053.The ellipsoidal height was determined by GPS observations
 DG4053.and is referenced to NAD 83.
 DG4053
 DG4053.The geoid height was determined by GEOID03.
 DG4053
 DG4053;                    North         East     Units Scale Factor Converg.
 DG4053;SPC MI S     -   113,490.975 4,050,122.703   MT  0.99992705   +0 24 54.5
 DG4053;SPC MI S     -   372,345.72 13,287,804.14   iFT  0.99992705   +0 24 54.5
 DG4053
 DG4053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4053!SPC MI S     -   0.99995882  x   0.99992705  =   0.99988588
 DG4053
 DG4053                          SUPERSEDED SURVEY CONTROL
 DG4053
 DG4053  NAD 83(CORS)-  42 31 12.33773(N)    083 45 23.93609(W) AD(1997.00) c
 DG4053  ELLIP H (10/??/01)  262.57   (m)                       GP(1997.00) c c
 DG4053
 DG4053.Superseded values are not recommended for survey control.
 DG4053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4053.See file dsdata.txt to determine how the superseded data were derived.
 DG4053
 DG4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7356211207(NAD 83)
 DG4053_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4053
 DG4053                          STATION DESCRIPTION
 DG4053
 DG4053'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4053'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4053'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4053'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4053'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4053'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0249 ***********************************************************************
 RJ0249  DESIGNATION -  BRIM
 RJ0249  PID         -  RJ0249
 RJ0249  STATE/COUNTY-  MI/CHIPPEWA
 RJ0249  USGS QUAD   -  BRIMLEY (1975)
 RJ0249
 RJ0249                         *CURRENT SURVEY CONTROL
 RJ0249  ___________________________________________________________________
 RJ0249* NAD 83(1986)-  46 24 45.     (N)    084 33 22.     (W)     SCALED    
 RJ0249* NAVD 88     -       191.878  (meters)     629.52   (feet)  ADJUSTED  
 RJ0249  ___________________________________________________________________
 RJ0249  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ0249  DYNAMIC HT  -         191.887 (meters)     629.55  (feet)  COMP
 RJ0249  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 RJ0249
 RJ0249  VERT ORDER  -  FIRST     CLASS 0
 RJ0249
 RJ0249.The horizontal coordinates were scaled from a topographic map and have
 RJ0249.an estimated accuracy of +/- 6 seconds.
 RJ0249
 RJ0249.The orthometric height was determined by differential leveling
 RJ0249.and adjusted by the National Geodetic Survey in June 1991..
 RJ0249
 RJ0249.The geoid height was determined by GEOID03.
 RJ0249
 RJ0249.The dynamic height is computed by dividing the NAVD 88
 RJ0249.geopotential number by the normal gravity value computed on the
 RJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0249.degrees latitude (g = 980.6199 gals.).
 RJ0249
 RJ0249.The modeled gravity was interpolated from observed gravity values.
 RJ0249
 RJ0249;                    North         East    Units  Estimated Accuracy
 RJ0249;SPC MI N     -   183,970.    8,187,850.      MT  (+/- 180 meters Scaled)
 RJ0249
 RJ0249                          SUPERSEDED SURVEY CONTROL
 RJ0249
 RJ0249.No superseded survey control is available for this station.
 RJ0249
 RJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS878427(NAD 83)
 RJ0249_MARKER: B = BOLT
 RJ0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0249_SP_SET: FOUNDATION
 RJ0249_MARK LOGO: NONE  
 RJ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0249
 RJ0249  HISTORY     - Date     Condition        Report By
 RJ0249  HISTORY     - 1971     MONUMENTED       NOS
 RJ0249  HISTORY     - 1972     GOOD             USLS
 RJ0249  HISTORY     - 1983     GOOD             NGS
 RJ0249
 RJ0249                          STATION DESCRIPTION
 RJ0249
 RJ0249'DESCRIBED BY US LAKE SURVEY 1972
 RJ0249'0.8 MI E FROM BRIMLEY.
 RJ0249'BRIM IS IN CHIPPEWA COUNTY, MICHIGAN, 0.8 MILES EAST FROM BRIDGE
 RJ0249'OVER THE WAISKA RIVER IN BRIMLEY, ABOUT 360 FEET WEST OF ENTRANCE
 RJ0249'OF BRIMLEY STATE PARK, 78.7 FEET NORTHEAST OF NORTHWEST CORNER
 RJ0249'OF A MAROON DWELLING, 78.2 FEET NORTHWEST OF NORTHWEST CORNER
 RJ0249'OF THE PARK STORE, 51 FEET SOUTH OF CENTERLINE OF 6 MILE ROAD,
 RJ0249'34.9 FEET WEST OF WEST FACE OF GAS PUMP FOUNDATION, 9.7 FEET
 RJ0249'NORTH OF UTILITY POLE NO. E217, 1.7 FEET NORTH OF SOUTH FACE
 RJ0249'AND 0.7 FEET EAST OF WEST FACE OF A 1-1/2 X 2 FOOT CONCRETE
 RJ0249'SIGN FOUNDATION, 1-FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST
 RJ0249'POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE
 RJ0249'TOP OF THE FOUNDATION.
 RJ0249
 RJ0249                          STATION RECOVERY (1983)
 RJ0249
 RJ0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0249'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0249'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0249'THENCE 1.3 KM (0.8 MI) EASTERLY ALONG STATE ROUTE M 221 (WAISKA BAY
 RJ0249'ROAD), ABOUT 109 METERS (360 FEET) WEST OF ENTRANCE TO BRIMLEY STATE
 RJ0249'PARK, A 5/8-INCH STEEL BOLT SET IN TOP OF A 1.5 FEET BY 2 FEET
 RJ0249'ABANDONED CONCRETE SIGN FOUNDATION, 15.5 METERS (51.0 FT) SOUTH OF THE
 RJ0249'CENTERLINE OF WAISKA BAY ROAD, 10.6 METERS (34.9 FT) WEST OF WEST FACE
 RJ0249'OF ABANDONED GAS PUMP FOUNDATION, 3.0 METERS (9.7 FT) NORTH OF UTILITY
 RJ0249'POLE NUMBER E 217, 0.21 METERS (0.7 FT) EAST OF WEST FACE OF SIGN
 RJ0249'FOUNDATION, AND 0.52 METERS (1.7 FT) NORTH OF SOUTH FACE OF SIGN
 RJ0249'FOUNDATION.
 RJ0249'THE MARK IS 0.31 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1093 ***********************************************************************
 RJ1093  DESIGNATION -  BRIMLEY TANK
 RJ1093  PID         -  RJ1093
 RJ1093  STATE/COUNTY-  MI/CHIPPEWA
 RJ1093  USGS QUAD   -  BRIMLEY (1975)
 RJ1093
 RJ1093                         *CURRENT SURVEY CONTROL
 RJ1093  ___________________________________________________________________
 RJ1093* NAD 83(1994)-  46 24 06.46681(N)    084 34 16.93056(W)     ADJUSTED  
 RJ1093* NAVD 88     -                                                        
 RJ1093  ___________________________________________________________________
 RJ1093  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 RJ1093  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 RJ1093
 RJ1093  HORZ ORDER  -  THIRD
 RJ1093
 RJ1093.The horizontal coordinates were established by classical geodetic methods
 RJ1093.and adjusted by the National Geodetic Survey in February 1997..
 RJ1093
 RJ1093
 RJ1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1093
 RJ1093.The geoid height was determined by GEOID03.
 RJ1093
 RJ1093;                    North         East     Units Scale Factor Converg.
 RJ1093;SPC MI N     -   182,743.338 8,186,716.362   MT  0.99990490   +1 45 19.4
 RJ1093;SPC MI N     -   599,551.63 26,859,305.65   iFT  0.99990490   +1 45 19.4
 RJ1093;UTM  16      - 5,141,557.571   686,685.967   MT  1.00002842   +1 45 33.5
 RJ1093
 RJ1093                          SUPERSEDED SURVEY CONTROL
 RJ1093
 RJ1093  NAD 83(1986)-  46 24 06.44448(N)    084 34 16.93096(W) AD(       ) 4
 RJ1093  NAD 27      -  46 24 06.38028(N)    084 34 16.75759(W) AD(       ) 3
 RJ1093
 RJ1093.Superseded values are not recommended for survey control.
 RJ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1093.See file dsdata.txt to determine how the superseded data were derived.
 RJ1093
 RJ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8668641558(NAD 83)
 RJ1093_MARKER: 51 = TANK
 RJ1093_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1093
 RJ1093  HISTORY     - Date     Condition        Report By
 RJ1093  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1093  HISTORY     - 20020910 GOOD             MIDT
 RJ1093
 RJ1093                          STATION DESCRIPTION
 RJ1093
 RJ1093'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1093'THE STATION, BRIMLEY TANK, IS THE CENTER OF THE SINGLE-STEMMED
 RJ1093'TANK IN BRIMLEY.
 RJ1093'
 RJ1093'TO REACH THE STATION FROM THE JUNCTION OF I95 AND MI28 IN
 RJ1093'CHIPPEWA COUNTY, GO WEST ON MI28 12.8 KM (8.0 MILES) TO ITS
 RJ1093'JUNCTION WITH COUNTY ROAD 221.  TURN RIGHT AND GO NORTH 3.2 KM
 RJ1093'(2.0 MILES) TO THE STATION ON THE RIGHT.
 RJ1093
 RJ1093                          STATION RECOVERY (2002)
 RJ1093
 RJ1093'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1235 ***********************************************************************
 NE1235  DESIGNATION -  BRISTOL AZ MK
 NE1235  PID         -  NE1235
 NE1235  STATE/COUNTY-  MI/LAPEER
 NE1235  USGS QUAD   -  ALMONT (1991)
 NE1235
 NE1235                         *CURRENT SURVEY CONTROL
 NE1235  ___________________________________________________________________
 NE1235* NAD 83(1994)-  42 59 17.50742(N)    083 01 16.32316(W)     ADJUSTED  
 NE1235* NAVD 88     -       248.     (meters)     814.     (feet)  VERTCON   
 NE1235  ___________________________________________________________________
 NE1235  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NE1235  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE1235
 NE1235  HORZ ORDER  -  SECOND
 NE1235
 NE1235.The horizontal coordinates were established by classical geodetic methods
 NE1235.and adjusted by the National Geodetic Survey in February 1997..
 NE1235
 NE1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1235
 NE1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1235
 NE1235.The geoid height was determined by GEOID03.
 NE1235
 NE1235;                    North         East     Units Scale Factor Converg.
 NE1235;SPC MI S     -   166,182.094 4,109,716.870   MT  0.99990849   +0 54 56.3
 NE1235;SPC MI S     -   545,216.84 13,483,323.06   iFT  0.99990849   +0 54 56.3
 NE1235;UTM  17      - 4,761,486.202   335,221.259   MT  0.99993403   -1 22 42.5
 NE1235
 NE1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1235!SPC MI S     -   0.99996658  x   0.99990849  =   0.99987507
 NE1235!UTM  17      -   0.99996658  x   0.99993403  =   0.99990061
 NE1235
 NE1235                          SUPERSEDED SURVEY CONTROL
 NE1235
 NE1235  NAD 83(1986)-  42 59 17.50164(N)    083 01 16.35454(W) AD(       ) 2
 NE1235  NAD 27      -  42 59 17.40210(N)    083 01 16.58835(W) AD(       ) 2
 NE1235  NGVD 29 (07/19/86)  248.     (m)          814.     (f) VERT ANG       
 NE1235
 NE1235.Superseded values are not recommended for survey control.
 NE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1235.See file dsdata.txt to determine how the superseded data were derived.
 NE1235
 NE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3522161486(NAD 83)
 NE1235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1235+STABILITY: SURFACE MOTION
 NE1235
 NE1235  HISTORY     - Date     Condition        Report By
 NE1235  HISTORY     - 1977     MONUMENTED       NGS
 NE1235  HISTORY     - 19970524 GOOD             USPSQD
 NE1235
 NE1235                          STATION DESCRIPTION
 NE1235
 NE1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1235'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF IMLAY
 NE1235'CITY, 5 MILES WEST-SOUTHWEST OF CAPAC.
 NE1235'
 NE1235'TO REACH THE STATION FROM THE POST OFFICE IN IMLAY CITY,
 NE1235'GO EAST ON EAST THIRD STREET FOR 0.15 MILE TO STATE
 NE1235'HIGHWAY 53 (CEDAR STREET), TURN RIGHT AND GO SOUTH ON STATE
 NE1235'HIGHWAY 53 FOR 1.15 MILES TO A GRAVELED CROSSROAD (NEWARK ROAD),
 NE1235'TURN LEFT AND GO EAST ON NEWARK ROAD FOR 1.7 MILES TO THE
 NE1235'JUNCTION OF DORAN ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO
 NE1235'WHERE THE ROAD TURNS RIGHT AND THE END OF NEWARK ROAD.  TURN
 NE1235'RIGHT AND GO SOUTH ON BRISTOL ROAD FOR 1.6 MILES TO A T-ROAD.
 NE1235'TURN LEFT AND GO EAST ON RIDER ROAD FOR 0.25 MILE TO THE
 NE1235'STATION ON THE LEFT.
 NE1235'
 NE1235'AZIMUTH MARK, STAMPED---BRISTOL 1943 1977---, IS A STANDARD
 NE1235'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1235'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET SOUTH OF
 NE1235'A METAL WITNESS POST, 9 FEET WEST OF THE EDGE OF A
 NE1235'CULTIVATED FIELD, 43.5 FEET NORTH-NORTHEAST OF A POWER-
 NE1235'LINE POLE AND 89.5 FEET NORTH OF THE CENTER OF RIDER ROAD.
 NE1235'
 NE1235'AN EDM TRAVERSE TIE WAS MADE TO STATION BRISTOL.
 NE1235'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK.
 NE1235'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 NE1235'
 NE1235'DESCRIBED BY D.A. BOWLING.
 NE1235
 NE1235                          STATION RECOVERY (1997)
 NE1235
 NE1235'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0968 ***********************************************************************
 NE0968  DESIGNATION -  BRISTOL RESET
 NE0968  PID         -  NE0968
 NE0968  STATE/COUNTY-  MI/LAPEER
 NE0968  USGS QUAD   -  ALMONT (1991)
 NE0968
 NE0968                         *CURRENT SURVEY CONTROL
 NE0968  ___________________________________________________________________
 NE0968* NAD 83(1994)-  42 59 26.07932(N)    083 01 34.04965(W)     ADJUSTED  
 NE0968* NAVD 88     -       248.757  (meters)     816.13   (feet)  ADJUSTED  
 NE0968  ___________________________________________________________________
 NE0968  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NE0968  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0968  DYNAMIC HT  -         248.688 (meters)     815.90  (feet)  COMP
 NE0968  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 NE0968
 NE0968  HORZ ORDER  -  FIRST
 NE0968  VERT ORDER  -  SECOND    CLASS II
 NE0968
 NE0968.The horizontal coordinates were established by classical geodetic methods
 NE0968.and adjusted by the National Geodetic Survey in February 1997..
 NE0968
 NE0968.The orthometric height was determined by differential leveling
 NE0968.and adjusted by the National Geodetic Survey in June 1991..
 NE0968
 NE0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0968
 NE0968.The geoid height was determined by GEOID03.
 NE0968
 NE0968.The dynamic height is computed by dividing the NAVD 88
 NE0968.geopotential number by the normal gravity value computed on the
 NE0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0968.degrees latitude (g = 980.6199 gals.).
 NE0968
 NE0968.The modeled gravity was interpolated from observed gravity values.
 NE0968
 NE0968;                    North         East     Units Scale Factor Converg.
 NE0968;SPC MI S     -   166,440.152 4,109,311.160   MT  0.99990857   +0 54 44.2
 NE0968;SPC MI S     -   546,063.49 13,481,991.99   iFT  0.99990857   +0 54 44.2
 NE0968;UTM  17      - 4,761,760.300   334,826.194   MT  0.99993564   -1 22 54.8
 NE0968
 NE0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0968!SPC MI S     -   0.99996644  x   0.99990857  =   0.99987501
 NE0968!UTM  17      -   0.99996644  x   0.99993564  =   0.99990208
 NE0968
 NE0968:                Primary Azimuth Mark                     Grid Az
 NE0968:SPC MI S     -  CAPAC MUNICIPAL TANK                     072 05 59.1
 NE0968:UTM  17      -  CAPAC MUNICIPAL TANK                     074 23 38.1
 NE0968
 NE0968|---------------------------------------------------------------------|
 NE0968| PID    Reference Object                     Distance      Geod. Az  |
 NE0968|                                                           dddmmss.s |
 NE0968| OJ0833 CAPAC MUNICIPAL TANK                APPROX. 7.8 KM 0730043.3 |
 NE0968| NE1236 BRISTOL AZ MK OFFSET                476.156 METERS 1232218.2 |
 NE0968| NE1235 BRISTOL AZ MK                       480.871 METERS 1232216.6 |
 NE0968| CH0839 BRISTOL RM 1                         29.602 METERS 18152     |
 NE0968| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX.11.4 KM 2441337.5 |
 NE0968| OJ0939 IMLAY CITY MUNICIPAL TANK           APPROX. 5.3 KM 3140643.1 |
 NE0968| OJ0942 IMLAY CITY MUN TANK                 APPROX. 5.4 KM 3150948.8 |
 NE0968| CH0840 BRISTOL RM 2                         31.988 METERS 35350     |
 NE0968| NE1223 TT 18 B USGS 1943                   465.935 METERS 3572446.1 |
 NE0968|---------------------------------------------------------------------|
 NE0968
 NE0968                          SUPERSEDED SURVEY CONTROL
 NE0968
 NE0968  NAD 83(1986)-  42 59 26.07356(N)    083 01 34.08090(W) AD(       ) 1
 NE0968  NAD 27      -  42 59 25.97408(N)    083 01 34.31418(W) AD(       ) 1
 NE0968
 NE0968.Superseded values are not recommended for survey control.
 NE0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0968.See file dsdata.txt to determine how the superseded data were derived.
 NE0968
 NE0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3482661760(NAD 83)
 NE0968_MARKER: DS = TRIANGULATION STATION DISK
 NE0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0968_SP_SET: CONCRETE POST
 NE0968_STAMPING: 1943 BRISTOL 1977
 NE0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0968+STABILITY: SURFACE MOTION
 NE0968
 NE0968  HISTORY     - Date     Condition        Report By
 NE0968  HISTORY     - 1977     MONUMENTED       NGS
 NE0968  HISTORY     - 1977     GOOD             MIDH
 NE0968  HISTORY     - 19970524 GOOD             USPSQD
 NE0968
 NE0968                          STATION DESCRIPTION
 NE0968
 NE0968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE0968'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 NE0968'GOOD CONDITION.  AT THE PROPERTY OWNERS REQUEST, THE STATION
 NE0968'MARK WAS LOWERED TO 24 INCHES BELOW THE GROUND SURFACE.  THE
 NE0968'U.S. GEOLOGICAL SURVEY MARK TT 18 B, WHICH WAS PREVIOUSLY USED
 NE0968'AS THE AZIMUTH MARK WAS FOUND DESTROYED.  A DIFFERENCE IN
 NE0968'DISTANCE AND DIRECTION WAS NOTED TO BOTH REFERENCE MARKS.  A
 NE0968'GREATER DISTANCE OF 0.024 METER AND A GREATER DIRECTION OF
 NE0968'2 MINUTES AND 2 SECONDS TO REFERENCE MARK 1 AND A LESSER
 NE0968'DISTANCE OF
 NE0968'0.022 METER AND A LESSER DIRECTION OF 2 MINUTES AND 3
 NE0968'SECONDS TO REFERENCE MARK 2, AN AZIMUTH MARK WAS SET AT THIS
 NE0968'TIME.
 NE0968'
 NE0968'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTHEAST OF IMLAY
 NE0968'CITY, 5 MILES WEST-SOUTHWEST OF CAPAC, IN THE NORTHWEST 1/4
 NE0968'OF SECTION 35, T7N, R12E AND ON PROPERTY OF DALE AND GERALD
 NE0968'DUCKERTS, IMLAY CITY, MICHIGAN, PHONE- 313-724-1903.
 NE0968'
 NE0968'TO REACH THE STATION FROM THE POST OFFICE IN IMLAY CITY,
 NE0968'GO EAST ON EAST THIRD STREET FOR 0.15 MILE TO STATE
 NE0968'HIGHWAY 53 (CEDAR STREET), TURN RIGHT AND GO SOUTH ON STATE
 NE0968'HIGHWAY 53 FOR 1.15 MILES TO A GRAVELED CROSSROAD (NEWARK ROAD),
 NE0968'TURN LEFT AND GO EAST ON NEWARK ROAD FOR 1.7 MILES TO THE
 NE0968'JUNCTION OF DORAN ROAD, CONTINUE STRAIGHT AHEAD FOR 0.5 MILE TO
 NE0968'WHERE THE ROAD TURNS RIGHT AND THE END OF NEWARK ROAD.  TURN
 NE0968'RIGHT AND GO SOUTH ON BRISTOL ROAD FOR 1.4 MILES TO THE
 NE0968'STATION ON THE LEFT. (TO REACH THE AZIMUTH MARK CONTINUE
 NE0968'SOUTH ON BRISTOL ROAD FOR 0.2 MILE TO A T-ROAD, TURN
 NE0968'LEFT AND GO EAST ON RIDER ROAD FOR 0.25 MILE TO THE AZIMUTH
 NE0968'MARK ON THE LEFT ABOUT 30 PACES NORTH OF RIDER ROAD).
 NE0968'
 NE0968'THE STATION MARKS, STAMPED---BRISTOL 1943 1977---, ARE STANDARD
 NE0968'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 30-INCH
 NE0968'IRREGULAR MASS OF CONCRETE THAT IS 24 INCHES BELOW THE GROUND
 NE0968'SURFACE.  IT IS 5.7 FEET EAST OF A METAL WITNESS POST, 12 FEET
 NE0968'EAST OF A 13-INCH ELM TREE, 28 FEET EAST OF THE APPROXIMATE
 NE0968'CENTER OF BRISTOL ROAD AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 NE0968'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NE0968'ABOUT 46 INCHES BELOW THE GROUND SURFACE.
 NE0968'
 NE0968'REFERENCE MARK 1, STAMPED---BRISTOL NO 1 1943---, IS A STANDARD
 NE0968'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NE0968'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 1 FOOT NORTH
 NE0968'OF A METAL WITNESS POST, 4.8 FEET NORTHWEST OF A 6-INCH ELM
 NE0968'TREE, 8 FEET WEST OF A CULTIVATED FIELD AND 22 FEET EAST OF THE
 NE0968'APPROXIMATE CENTER OF BRISTOL ROAD.
 NE0968'
 NE0968'REFERENCE MARK 2, STAMPED---BRISTOL NO 2 1943---, IS A STANDARD
 NE0968'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 NE0968'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 0.6 FOOT
 NE0968'EAST OF A METAL WITNESS POST IN FENCELINE, 7 FEET WEST OF A
 NE0968'CULTIVATED FIELD, 24 FEET EAST OF THE APPROXIMATE CENTER OF
 NE0968'BRISTOL ROAD AND ABOUT 3 FEET HIGHER THAN THE ROAD.
 NE0968'
 NE0968'AZIMUTH MARK, STAMPED---BRISTOL 1943 1977---, IS A STANDARD
 NE0968'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE0968'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET SOUTH OF
 NE0968'A METAL WITNESS POST, 9 FEET WEST OF THE EDGE OF A
 NE0968'CULTIVATED FIELD, 43.5 FEET NORTH-NORTHEAST OF A POWER-
 NE0968'LINE POLE AND 89.5 FEET NORTH OF THE CENTER OF RIDER ROAD.
 NE0968'
 NE0968'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE0968'HEIGHT OF LIGHT ABOVE STATION MARK WAS 30.1 METERS.
 NE0968'DESCRIBED BY D.A. BOWLING.
 NE0968
 NE0968                          STATION RECOVERY (1977)
 NE0968
 NE0968'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NE0968'3.8 MI SE FROM IMLAY CITY.
 NE0968'IN LAPEER COUNTY, T7N R12E, IMLAY TOWNSHIP, IN THE NORTHWEST QUARTER
 NE0968'OF SECTION 35, FROM THE INTERSECTION OF STATE HIGHWAY 21 AND GRAHAM
 NE0968'ROAD, GO SOUTH ALONG GRAHAM ROAD 2.5 MILES TO RIDER ROAD, GO WEST
 NE0968'ALONG RIDER ROAD 1.0 MILE TO BRISTOL ROAD, GO NORTH ALONG BRISTOL
 NE0968'ROAD 0.2 MILE TO MARK ON RIGHT. IT IS 70 FEET NORTHEAST OF A 22-INCH
 NE0968'HICKORY, 70 FEET SOUTHEAST OF A 24-INCH OAK, 30 FEET EAST OF THE
 NE0968'CENTERLINE OF BRISTOL ROAD, 13 FEET EAST OF A 15-INCH POPLAR AND 6
 NE0968'FEET EAST OF A METAL WITNESS POST. A STANDARD DISK STAMPED 1943
 NE0968'BRISTOL 1977 SET IN CONCRETE POST 2 FEET BELOW GROUND SURFACE.
 NE0968
 NE0968                          STATION RECOVERY (1997)
 NE0968
 NE0968'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0968'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1492 ***********************************************************************
 NE1492  DESIGNATION -  BRITTON
 NE1492  PID         -  NE1492
 NE1492  STATE/COUNTY-  MI/LENAWEE
 NE1492  USGS QUAD   -  MACON (1978)
 NE1492
 NE1492                         *CURRENT SURVEY CONTROL
 NE1492  ___________________________________________________________________
 NE1492* NAD 83(1994)-  42 00 33.73477(N)    083 48 38.51527(W)     ADJUSTED  
 NE1492* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 NE1492  ___________________________________________________________________
 NE1492  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NE1492  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE1492
 NE1492  HORZ ORDER  -  FIRST
 NE1492
 NE1492.The horizontal coordinates were established by classical geodetic methods
 NE1492.and adjusted by the National Geodetic Survey in February 1997..
 NE1492
 NE1492.The orthometric height was scaled from a topographic map.
 NE1492
 NE1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1492
 NE1492.The geoid height was determined by GEOID03.
 NE1492
 NE1492;                    North         East     Units Scale Factor Converg.
 NE1492;SPC MI S     -    56,732.943 4,046,056.322   MT  1.00002269   +0 22 42.1
 NE1492;SPC MI S     -   186,131.70 13,274,463.00   iFT  1.00002269   +0 22 42.1
 NE1492;UTM  17      - 4,654,638.978   267,248.888   MT  1.00026664   -1 52 54.9
 NE1492
 NE1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1492!SPC MI S     -   0.99997160  x   1.00002269  =   0.99999429
 NE1492!UTM  17      -   0.99997160  x   1.00026664  =   1.00023824
 NE1492
 NE1492|---------------------------------------------------------------------|
 NE1492| PID    Reference Object                     Distance      Geod. Az  |
 NE1492|                                                           dddmmss.s |
 NE1492| CH0842 BRITTON RM 1                         30.425 METERS 10940     |
 NE1492| CH0841 BRITTON AZ MK                                      2654553.0 |
 NE1492| CH0843 BRITTON RM 2                         30.775 METERS 34245     |
 NE1492|---------------------------------------------------------------------|
 NE1492
 NE1492                          SUPERSEDED SURVEY CONTROL
 NE1492
 NE1492  NAD 83(1986)-  42 00 33.74328(N)    083 48 38.53441(W) AD(       ) 1
 NE1492  NAD 27      -  42 00 33.58500(N)    083 48 38.74900(W) AD(       ) 1
 NE1492
 NE1492.Superseded values are not recommended for survey control.
 NE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1492.See file dsdata.txt to determine how the superseded data were derived.
 NE1492
 NE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6724954639(NAD 83)
 NE1492_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1492+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2001
 NE1492
 NE1492  HISTORY     - Date     Condition        Report By
 NE1492  HISTORY     - 1943     MONUMENTED       CGS
 NE1492  HISTORY     - 1966     SEE DESCRIPTION  USGS
 NE1492  HISTORY     - 1967     SEE DESCRIPTION  CGS
 NE1492  HISTORY     - 20010625 GOOD             INDIV
 NE1492  HISTORY     - 20011205 GOOD             TETR
 NE1492
 NE1492                          STATION DESCRIPTION
 NE1492
 NE1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1492'STATION IS LOCATED ABOUT 3 MILES NE OF THE VILLAGE OF BRITTON ON THE
 NE1492'NE CORNER OF HOAGLAND AND MILWAUKEE
 NE1492'ROADS.  IT IS 77.0 FEET NE OF THE INTERSECTION OF
 NE1492'THE TWO ROADS, 60.0 FEET W OF A
 NE1492'TRIANGULAR BLAZE ON A 20-INCH APPLE
 NE1492'TREE, 29 FEET E OF A N-S FENCE LINE, 34.2 FEET N
 NE1492'OF AN E-W FENCE
 NE1492'LINE AND 28.3 FEET E OF A REFERENCE POST.  THE DISK IS STAMPED
 NE1492'BRITTON 1943.
 NE1492'
 NE1492'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1492'DISKS SET IN
 NE1492'CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1492'
 NE1492'REFERENCE MARK 1 IS 99.82 FEET SE OF THE STATION, 1.3 FEET N
 NE1492'OF THE N ROAD
 NE1492'FENCE, AND 49.0 FEET SE OF A TRIANGULAR BLAZE ON A
 NE1492'20-INCH APPLE TREE.  THE DISK IS
 NE1492'STAMPED BRITTON NO 1 1943.
 NE1492'
 NE1492'REFERENCE MARK 2 IS 100.97 FEET NNW OF THE STATION, 1.3 FEET
 NE1492'E OF THE E ROAD
 NE1492'FENCE, AND 21.4 FEET E OF THE CENTER LINE OF THE
 NE1492'ROAD.  THE DISK IS STAMPED BRITTON
 NE1492'NO 2 1943.
 NE1492'
 NE1492'AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION ON THE S
 NE1492'SIDE OF MILWAUKEE
 NE1492'ROAD.  IT IS 18.2 FEET S OF THE CENTER LINE OF
 NE1492'THE ROAD, 1.5 FEET N OF AN E-W FENCE
 NE1492'LINE AND 4.6 FEET W OF A REFERENCE POST.
 NE1492'THE DISK IS STAMPED BRITTON 1943.
 NE1492'
 NE1492'TO REACH THE STATION FROM THE DEPOT AND RAILROAD TRACKS ON
 NE1492'MICHIGAN HIGHWAY
 NE1492'50 IN THE VILLAGE OF BRITTON, GO W 0.05 MILE ON
 NE1492'HIGHWAY 50 TO BRITTON ROAD, TURN
 NE1492'RIGHT AND GO 1.55 MILES TO MILWAUKEE
 NE1492'ROAD, TURN RIGHT AND GO E ON MILWAUKEE ROAD FOR
 NE1492'0.75 MILE TO
 NE1492'THE AZIMUTH MARK ON THE RIGHT, CONTINUE STRAIGHT AHEAD 0.25 MILE
 NE1492'TO HOAGLAND ROAD
 NE1492'AND STATION ON THE NE CORNER.
 NE1492'
 NE1492'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1492
 NE1492                          STATION RECOVERY (1966)
 NE1492
 NE1492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NE1492'STATION WAS NOT RECOVERED, PROBABLY DESTROYED.  RM 1 WAS SEARCHED FOR
 NE1492'BUT WAS NOT RECOVERED.
 NE1492'RM 2 SLIGHTLY DISTURBED, PROBABLY FROM FARM MACHINERY HITTING IT.
 NE1492
 NE1492                          STATION RECOVERY (1967)
 NE1492
 NE1492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 NE1492'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 NE1492'GOOD CONDITION.
 NE1492'THESE MARKS WERE SEARCHED FOR BY THE U.S.G.S. AND NOT
 NE1492'FOUND.  THEY ALSO STATED THAT
 NE1492'REFERENCE MARK WAS DISTURBED BUT THIS WAS
 NE1492'FOUND TO BE IN ERROR.  THE PREVIOUS DESCRIPTION
 NE1492'IS ADEQUATE WITH THE BELOW CHANGES.
 NE1492'
 NE1492'STATION MARK IS 60 FEET NORTH OF THE CENTERLINE OF MILWAUKEE ROAD,
 NE1492'48 FEET EAST OF
 NE1492'THE CENTERLINE OF HOAGLAND ROAD, 1 FOOT UNDERGROUND, IN
 NE1492'A CULTIVATED FIELD AND ON THE
 NE1492'PROPERTY OF MR. HAROLD E. ROHRBACK.
 NE1492'
 NE1492'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF THE INTERSECTION OF A
 NE1492'DRIVEWAY SOUTH AND
 NE1492'MILWAUKEE ROAD, 23 FEET NORTH OF THE CENTERLINE OF THE
 NE1492'ROAD, 1 FOOT NORTH OF A METAL WITNESS
 NE1492'POST AND FLUSH WITH THE GROUND.
 NE1492'
 NE1492'REFERENCE MARK 2 IS 1 FOOT NORTH OF A METAL WITNESS POST AND PROJECTS
 NE1492'4 INCHES.
 NE1492'
 NE1492'THE AZIMUTH MARK IS 1 FOOT EAST OF A METAL WITNESS POST AND PROJECTS
 NE1492'4 INCHES.
 NE1492'
 NE1492'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES NORTHEAST
 NE1492'OF BRITTON
 NE1492
 NE1492                          STATION RECOVERY (2001)
 NE1492
 NE1492'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 NE1492'RECOVERED IN GOOD CONDITION.
 NE1492
 NE1492                          STATION RECOVERY (2001)
 NE1492
 NE1492'RECOVERY NOTE BY TETRA TECH MPS 2001 (GMB)
 NE1492'RECOVERED AS DESCRIBED.  GOOD AS A GLOBAL POSITIONING POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0558 ***********************************************************************
 OK0558  DESIGNATION -  BROAD
 OK0558  PID         -  OK0558
 OK0558  STATE/COUNTY-  MI/ISABELLA
 OK0558  USGS QUAD   -  SHEPHERD (1973)
 OK0558
 OK0558                         *CURRENT SURVEY CONTROL
 OK0558  ___________________________________________________________________
 OK0558* NAD 83(1994)-  43 36 15.71904(N)    084 44 11.36593(W)     ADJUSTED  
 OK0558* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 OK0558  ___________________________________________________________________
 OK0558  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 OK0558  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 OK0558
 OK0558  HORZ ORDER  -  FIRST
 OK0558
 OK0558.The horizontal coordinates were established by classical geodetic methods
 OK0558.and adjusted by the National Geodetic Survey in February 1997..
 OK0558
 OK0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0558
 OK0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0558
 OK0558.The geoid height was determined by GEOID03.
 OK0558
 OK0558;                    North         East     Units Scale Factor Converg.
 OK0558;SPC MI S     -   233,822.249 3,970,141.965   MT  0.99998572   -0 15 06.0
 OK0558;SPC MI S     -   767,133.36 13,025,400.15   iFT  0.99998572   -0 15 06.0
 OK0558;UTM  16      - 4,830,421.523   682,678.789   MT  1.00001049   +1 33 41.5
 OK0558
 OK0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0558!SPC MI S     -   0.99996827  x   0.99998572  =   0.99995400
 OK0558!UTM  16      -   0.99996827  x   1.00001049  =   0.99997876
 OK0558
 OK0558:                Primary Azimuth Mark                     Grid Az
 OK0558:SPC MI S     -  BROAD AZ MK 1976                         000 39 18.2
 OK0558:UTM  16      -  BROAD AZ MK 1976                         358 50 30.7
 OK0558
 OK0558|---------------------------------------------------------------------|
 OK0558| PID    Reference Object                     Distance      Geod. Az  |
 OK0558|                                                           dddmmss.s |
 OK0558| OK0562 BROAD AZ MK 1976                    APPROX. 1.7 KM 0002412.2 |
 OK0558| CH0844 BROAD RM 1                            9.236 METERS 08951     |
 OK0558| OK0577 MT PLEASANT TV STA WCMU MAST        APPROX. 4.4 KM 2242059.7 |
 OK0558| OK0581 WINN MICH OHIO GAS MICROWAVE        APPROX. 9.8 KM 2274737.9 |
 OK0558| OK0559 BROAD RM 2 1976                       9.383 METERS 27029     |
 OK0558| OK0580 MT PLEASANT CHD WATER TK            APPROX. 4.7 KM 2881556.0 |
 OK0558| OK0579 MT PLEASANT MUN TANK                APPROX. 2.9 KM 2882858.8 |
 OK0558| OK0560 AIRPORT BCN MT PLEASANT APT         APPROX. 1.6 KM 3560015.5 |
 OK0558|---------------------------------------------------------------------|
 OK0558
 OK0558                          SUPERSEDED SURVEY CONTROL
 OK0558
 OK0558  NAD 83(1986)-  43 36 15.71489(N)    084 44 11.37814(W) AD(       ) 1
 OK0558  NAD 27      -  43 36 15.60569(N)    084 44 11.33307(W) AD(       ) 1
 OK0558  NGVD 29 (07/19/86)  235.8    (m)          774.     (f) VERT ANG       
 OK0558
 OK0558.Superseded values are not recommended for survey control.
 OK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0558.See file dsdata.txt to determine how the superseded data were derived.
 OK0558
 OK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP8267930422(NAD 83)
 OK0558_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0558_STAMPING: BROAD 1976
 OK0558_MARK LOGO: NGS   
 OK0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0558+STABILITY: SURFACE MOTION
 OK0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0558+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 OK0558
 OK0558  HISTORY     - Date     Condition        Report By
 OK0558  HISTORY     - 1976     MONUMENTED       NGS
 OK0558  HISTORY     - 19920910 GOOD             USPSQD
 OK0558  HISTORY     - 19930317 GOOD             LOCENG
 OK0558  HISTORY     - 20010605 GOOD             USPSQD
 OK0558
 OK0558                          STATION DESCRIPTION
 OK0558
 OK0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0558'STATION IS LOCATED 2 MILES EAST OF DOWNTOWN MT PLEASANT,
 OK0558'MIDWAY UP AN ELEVATED INCLINE TO AN OVERPASS AT THE JUNCTION
 OK0558'OF US HIGHWAY 27 FREEWAY AND BROADWAY STREET, ON COUNTY
 OK0558'RIGHT-OF-WAY.
 OK0558'
 OK0558'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 27 FREEWAY
 OK0558'AND STATE HIGHWAY 20 (AT THE HOLIDAY INN), GO EAST ON HIGHWAY
 OK0558'20 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT, SOUTH, FOR 0.5 MILE
 OK0558'ON SUMMERTON ROAD TO A CROSSROAD.  TURN RIGHT, WEST, ON BROADWAY
 OK0558'STREET FOR 0.4 MILE TO THE OVERPASS AND STATION ON THE RIGHT.
 OK0558'
 OK0558'STATION MARKS, STAMPED---BROAD 1976---, ARE STANDARD DISKS.
 OK0558'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OK0558'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 133 PACES
 OK0558'EAST OF THE EAST END OF THE OVERPASS, 60.5 FEET WEST OF THE
 OK0558'EAST END OF A GUARD RAIL, 20 FEET NORTH OF THE ROAD CENTER
 OK0558'AND 3 FEET NORTH OF THE GUARD RAIL.
 OK0558'
 OK0558'REFERENCE MARK 1, STAMPED---BROAD NO 1 1976---, A STANDARD
 OK0558'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0558'MONUMENT FLUSH
 OK0558'WITH THE GROUND.  IT IS 31 FEET WEST OF THE EAST END OF THE
 OK0558'RAIL, 21 FEET NORTH OF THE ROAD CENTER, 3.5 FEET NORTH OF A
 OK0558'METAL WITNESS POST AT THE RAIL, 1 FOOT BELOW THE ROAD AND 1
 OK0558'FOOT BELOW THE STATION.
 OK0558'
 OK0558'REFERENCE MARK 2, STAMPED---BROAD NO 2 1976---, A STANDARD
 OK0558'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0558'MONUMENT FLUSH
 OK0558'WITH THE GROUND.  IT IS 21 FEET NORTH OF THE ROAD CENTER, 3
 OK0558'FEET NORTH OF A METAL WITNESS POST AT THE RAIL, 1 FOOT ABOVE
 OK0558'THE STATION AND LEVEL WITH THE ROAD.
 OK0558'
 OK0558'AZIMUTH MARK, STAMPED---BROAD 1976---, A STANDARD DISK
 OK0558'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 2
 OK0558'INCHES BELOW GROUND.  IT IS 85 FEET NORTHEAST OF THE NORTHWEST
 OK0558'CORNER OF A HANGAR, 54 FEET NORTH-NORTHEAST OF THE NORTHEAST
 OK0558'CORNER OF THE HANGAR AND 5.7 FEET EAST OF THE NORTHEAST CORNER
 OK0558'OF THE CONCRETE APRON ON THE NORTH SIDE OF THE HANGAR.
 OK0558'
 OK0558'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF US HIGHWAY 27
 OK0558'FREEWAY AND STATE HIGHWAY 20, GO EAST ON HIGHWAY 20 FOR 0.45
 OK0558'MILE TO A CROSS STREET, TURN RIGHT, NORTH, FOR 0.5 MILE TO A
 OK0558'ROAD RIGHT.  TURN RIGHT, EAST, ON AIRPORT ROAD FOR 0.5 MILE TO A
 OK0558'DRIVEWAY LEFT LEADING TO 2 BLUE HANGARS.  TURN LEFT, THEN
 OK0558'RIGHT ALONG SOUTH SIDE OF HANGARS TO THE EAST END OF EAST
 OK0558'HANGAR,THEN
 OK0558'NORTH TO NORTH END OF APRON AND THE MARK IN THE GRASS AREA.
 OK0558'
 OK0558'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0558'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 2.3 METERS.
 OK0558'DESCRIBED BY G.R. HEID.
 OK0558
 OK0558                          STATION RECOVERY (1992)
 OK0558
 OK0558'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0558'RECOVERED IN GOOD CONDITION.
 OK0558
 OK0558                          STATION RECOVERY (1993)
 OK0558
 OK0558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0558'RECOVERED AS DESCRIBED.
 OK0558
 OK0558                          STATION RECOVERY (2001)
 OK0558
 OK0558'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0558'STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 FOUND IN GOOD
 OK0558'CONDITION, AZIMUTH MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TY7770 ***********************************************************************
 TY7770  DESIGNATION -  BROCKWAY MIGS 1935
 TY7770  PID         -  TY7770
 TY7770  STATE/COUNTY-  MI/KEWEENAW
 TY7770  USGS QUAD   -  LAKE MEDORA (1975)
 TY7770
 TY7770                         *CURRENT SURVEY CONTROL
 TY7770  ___________________________________________________________________
 TY7770* NAD 83(1994)-  47 27 57.48655(N)    087 54 25.37069(W)     ADJUSTED  
 TY7770* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 TY7770  ___________________________________________________________________
 TY7770  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 TY7770  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 TY7770
 TY7770  HORZ ORDER  -  THIRD
 TY7770
 TY7770.The horizontal coordinates were established by classical geodetic methods
 TY7770.and adjusted by the National Geodetic Survey in February 1997..
 TY7770
 TY7770.The orthometric height was scaled from a topographic map.
 TY7770
 TY7770.The Laplace correction was computed from DEFLEC99 derived deflections.
 TY7770
 TY7770.The geoid height was determined by GEOID03.
 TY7770
 TY7770;                    North         East     Units Scale Factor Converg.
 TY7770;SPC MI N     -   298,575.499 7,931,609.219   MT  1.00011605   -0 39 20.2
 TY7770;SPC MI N     -   979,578.41 26,022,339.96   iFT  1.00011605   -0 39 20.2
 TY7770;UTM  16      - 5,257,346.336   431,643.258   MT  0.99965742   -0 40 06.3
 TY7770
 TY7770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7770!SPC MI N     -   0.99995819  x   1.00011605  =   1.00007424
 TY7770!UTM  16      -   0.99995819  x   0.99965742  =   0.99961563
 TY7770
 TY7770:                Primary Azimuth Mark                     Grid Az
 TY7770:SPC MI N     -  MT HOUGHTON 2                            202 20 40.4
 TY7770:UTM  16      -  MT HOUGHTON 2                            202 21 26.5
 TY7770
 TY7770|---------------------------------------------------------------------|
 TY7770| PID    Reference Object                     Distance      Geod. Az  |
 TY7770|                                                           dddmmss.s |
 TY7770| TY7771 MT HOUGHTON 2                       APPROX. 7.0 KM 2014120.2 |
 TY7770|---------------------------------------------------------------------|
 TY7770
 TY7770                          SUPERSEDED SURVEY CONTROL
 TY7770
 TY7770  NAD 83(1986)-  47 27 57.47262(N)    087 54 25.34741(W) AD(       ) 3
 TY7770  NAD 27      -  47 27 57.81000(N)    087 54 24.95700(W) AD(       ) 3
 TY7770
 TY7770.Superseded values are not recommended for survey control.
 TY7770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7770.See file dsdata.txt to determine how the superseded data were derived.
 TY7770
 TY7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3164357346(NAD 83)
 TY7770_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TY7770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY7770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TY7770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY7770+STABILITY: SURFACE MOTION
 TY7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 TY7770+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 TY7770
 TY7770  HISTORY     - Date     Condition        Report By
 TY7770  HISTORY     - 1935     MONUMENTED       MIGS
 TY7770  HISTORY     - 20000904 MARK NOT FOUND   MIDT
 TY7770  HISTORY     - 20031015 GOOD             GEOCAC
 TY7770
 TY7770                          STATION DESCRIPTION
 TY7770
 TY7770'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1935 (CMC)
 TY7770'ON THE BROCKWAY MOUNTAIN DRIVE NEAR THE EASTERLY END OF WEST
 TY7770'BLUFF IN SEC. 31, T. 59 N., R. 28 W., 0.4 MILE WEST FROM
 TY7770'THE SHARP BEND IN THE DRIVE AT BROCKWAY VIEW (SOMETIMES
 TY7770'CALLED BROCKWAYS NODE, ALSO BROCKWAYS NOSE), 31.8 FEET SOUTH
 TY7770'FROM THE NORTH EDGE OF THE ROAD, 10.3 FEET SOUTH FROM THE SOUTH
 TY7770'EDGE OF THE ROAD AND APPROXIMATELY 11.2 FEET BACK (NORTH)
 TY7770'FROM THE STEEP WALL OF THE BLUFF.
 TY7770'
 TY7770'TO REACH FROM THE JUNCTION OF THE BROCKWAY MOUNTAIN DRIVE
 TY7770'WITH STATE HIGHWAY 26 AND U.S. HIGHWAY 41 JUST WEST OF COPPER
 TY7770'HARBOR, GO WEST ON BROCKWAY MOUNTAIN DRIVE FOR 1.4 MILES
 TY7770'TO THE STATION.
 TY7770'
 TY7770'SURFACE AND REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. AND
 TY7770'S.S. BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND
 TY7770'3 RESPECTIVELY.
 TY7770'
 TY7770'REFERENCE MARK IS EAST FROM THE STATION 29.3 FEET SOUTH FROM
 TY7770'NORTH EDGE OF ROAD.  AT PRESENT (1935) THE REFERENCE MARK IS
 TY7770'6 PACES WEST FROM A ROAD SIGN READING KEEP TO THE RIGHT.  STEEP
 TY7770'HILL.
 TY7770
 TY7770                          STATION RECOVERY (2000)
 TY7770
 TY7770'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 TY7770'SEARCHED FOR BUT NOT FOUND. NO EVIDENCE OF THE STATION OR THE
 TY7770'REFERENCE MARK.  THERE IS SOME EVIDENCE THAT GRADING OF THE ROAD BED
 TY7770'WAS DONE PROBABLY WHEN IT WAS PAVED MANY YEARS AGO, SMALL EARTH BERMS
 TY7770'ON BOTH SIDES AS IF THE ROAD WAS CUT LOWER.  THERE ARE ALSO STONE AND
 TY7770'MASONARY RETAINING WALLS ALONG THE BLUFF.
 TY7770
 TY7770                          STATION RECOVERY (2003)
 TY7770
 TY7770'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 TY7770'RECOVERED USING DGPS.
 TY7770'TO REACH FROM THE INTERSECTION OF US-41 AND HWY M-26 IN COPPER HARBOR,
 TY7770'TAKE M-26 NW'LY (TO EAGLE HARBOR) FOR 0.45 MILES TO BROCKWAY MOUNTAIN
 TY7770'DRIVE ON THE LEFT, THENCE 1.0 MILE UP-HILL ALONG THE BROCKWAY MOUNTAIN
 TY7770'DRIVE  TO MARK ON THE LEFT.
 TY7770'IT IS ABOUT 0.40 WEST FROM A SHARP CURVE AND A SCENIC TURN-OUT
 TY7770'OVERLOOKING COPPER HARBOR, 207 FT WEST FROM THE WEST END OF A
 TY7770'STONE/MASONRY WALL ON LEFT AND A LONE 12-INCH WHITE PINE ON THE RIGHT,
 TY7770'58 FT EAST FROM SIGN 'STEEP HILL DOWN', 22 FT SOUTH OF ROAD C/L, 11 FT
 TY7770'BACK (NORTH) FROM EDGE OF THE CLIFF, ABOUT 1 FT HIGHER THAN THE ROAD
 TY7770'AND FLUSH WITH THE GROUND SURFACE. A USC GS AND SS DISK IN 8-INCH
 TY7770'SQUARE CONCRETE POST.
 TY7770' 
 TY7770'THE REFERENCE MARK WAS SEARCHED FOR AND NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0592 ***********************************************************************
 RK0592  DESIGNATION -  BROKY
 RK0592  PID         -  RK0592
 RK0592  STATE/COUNTY-  MI/MARQUETTE
 RK0592  USGS QUAD   -  DIORITE (1975)
 RK0592
 RK0592                         *CURRENT SURVEY CONTROL
 RK0592  ___________________________________________________________________
 RK0592* NAD 83(1994)-  46 33 16.26112(N)    087 51 10.23299(W)     ADJUSTED  
 RK0592* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 RK0592  ___________________________________________________________________
 RK0592  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 RK0592  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 RK0592
 RK0592  HORZ ORDER  -  SECOND
 RK0592
 RK0592.The horizontal coordinates were established by classical geodetic methods
 RK0592.and adjusted by the National Geodetic Survey in February 1997..
 RK0592
 RK0592.The orthometric height was scaled from a topographic map.
 RK0592
 RK0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0592
 RK0592.The geoid height was determined by GEOID03.
 RK0592
 RK0592;                    North         East     Units Scale Factor Converg.
 RK0592;SPC MI N     -   197,209.627 7,934,605.956   MT  0.99991385   -0 36 59.1
 RK0592;SPC MI N     -   647,013.21 26,032,171.77   iFT  0.99991385   -0 36 59.1
 RK0592;UTM  16      - 5,156,014.393   434,625.348   MT  0.99965253   -0 37 09.2
 RK0592
 RK0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0592!SPC MI N     -   0.99991968  x   0.99991385  =   0.99983354
 RK0592!UTM  16      -   0.99991968  x   0.99965253  =   0.99957224
 RK0592
 RK0592|---------------------------------------------------------------------|
 RK0592| PID    Reference Object                     Distance      Geod. Az  |
 RK0592|                                                           dddmmss.s |
 RK0592| CJ2284 BROKY RM 1                           25.310 METERS 05704     |
 RK0592| RK0548 SUMMIT MTN ST POLICE RAD MAST       APPROX.20.7 KM 1235528.3 |
 RK0592| CJ2283 BROKY AZ MK                                        2000216.7 |
 RK0592| RK0594 CHAMPION MICH BELL TEL MAST         APPROX.10.3 KM 2393218.0 |
 RK0592| CJ2285 BROKY RM 2                           28.361 METERS 28535     |
 RK0592|---------------------------------------------------------------------|
 RK0592
 RK0592                          SUPERSEDED SURVEY CONTROL
 RK0592
 RK0592  NAD 83(1986)-  46 33 16.25451(N)    087 51 10.22735(W) AD(       ) 2
 RK0592  NAD 27      -  46 33 16.49200(N)    087 51 09.74300(W) AD(       ) 2
 RK0592
 RK0592.Superseded values are not recommended for survey control.
 RK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0592.See file dsdata.txt to determine how the superseded data were derived.
 RK0592
 RK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3462556014(NAD 83)
 RK0592_MARKER: DS = TRIANGULATION STATION DISK
 RK0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0592
 RK0592  HISTORY     - Date     Condition        Report By
 RK0592  HISTORY     - 1955     MONUMENTED       CGS
 RK0592
 RK0592                          STATION DESCRIPTION
 RK0592
 RK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0592'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF ISHPEMING, 6 MILES
 RK0592'NORTHEAST OF CHAMPION ON THE HIGHEST POINT OF A WOODED RIDGE IN
 RK0592'SECTION 18, T.48N., T.28W.
 RK0592'
 RK0592'TO REACH THE STATION FROM ISHPEMING, GO WEST ON U.S. HIGHWAY 41 FOR
 RK0592'13.0 MILES TO A GRAVEL ROAD RIGHT AND RAYS CASH MARKET ON THE LEFT.
 RK0592'TURN RIGHT, GO NORTH ON GRAVEL ROAD 1.7 MILES TO A RAILROAD
 RK0592'CROSSING.  CONTINUE NORTH 0.7 MILE TO A CLIFF AND THE AZIMUTH MARK ON
 RK0592'THE RIGHT.  CONTINUE NORTH 1.3 MILES TO A ROAD RIGHT.  CONTINUE
 RK0592'STRAIGHT AHEAD 0.9 MILE TO A TRACK ROAD LEFT.  TURN LEFT INTO WOODS
 RK0592'AND FOLLOW TRACK ROAD WESTERLY 0.1 MILE TO END OF TRUCK TRAVEL.  THE
 RK0592'STATION IS ABOUT 150 YARDS SOUTHWEST OF HERE ON TOP OF RIDGE.
 RK0592'
 RK0592'THE STATION MARK, A STANDARD DISK STAMPED BROKY 1955 IS SET IN A
 RK0592'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS 2 FEET SOUTHEAST OF A
 RK0592'WHITE WITNESS POST, 2 FEET SOUTHWEST OF A 12 INCH STUMP AND 1 FOOT
 RK0592'NORTH OF AN 18 INCH STUMP.
 RK0592'
 RK0592'REFERENCE MARK 1, A STANDARD DISK STAMPED BROKY NO 1 1955 IS SET IN A
 RK0592'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS ABOUT THE SAME
 RK0592'ELEVATION AS THE STATION MARK.
 RK0592'
 RK0592'REFERENCE MARK 2, A STANDARD DISK STAMPED BROKY NO 2 1955 IS SET IN A
 RK0592'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS SET ON THE SOUTH SLOPE
 RK0592'OF THE RIDGE APPROXIMATELY 6 FEET LOWER THAN THE STATION MARK.
 RK0592'
 RK0592'THE AZIMUTH MARK, A STANDARD DISK STAMPED BROKY 1955 IS CEMENTED IN A
 RK0592'DRILL HOLE IN A SHELF OF BEDROCK 32 FEET EAST OF THE CENTERLINE OF A
 RK0592'GRAVEL ROAD AND 20 FEET EAST OF A WHITE WITNESS POST.  THIS MARK IS
 RK0592'NOT VISIBLE FROM THE GROUND AT THE STATION MARK AND WOULD REQUIRE
 RK0592'AN ENORMOUS AMOUNT OF CLEARING TO BE MADE SO.
 RK0592'
 RK0592'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1469 ***********************************************************************
 MD1469  DESIGNATION -  BRONSON
 MD1469  PID         -  MD1469
 MD1469  STATE/COUNTY-  MI/BRANCH
 MD1469  USGS QUAD   -  BRONSON SOUTH (1960)
 MD1469
 MD1469                         *CURRENT SURVEY CONTROL
 MD1469  ___________________________________________________________________
 MD1469* NAD 83(1994)-  41 51 22.51480(N)    085 14 38.28932(W)     ADJUSTED  
 MD1469* NAVD 88     -       301.9    (meters)     990.     (feet)  GPS OBS   
 MD1469  ___________________________________________________________________
 MD1469  X           -     394,489.566 (meters)                     COMP
 MD1469  Y           -  -4,741,485.280 (meters)                     COMP
 MD1469  Z           -   4,233,904.623 (meters)                     COMP
 MD1469  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 MD1469  ELLIP HEIGHT-         268.74  (meters)          (07/12/02) GPS OBS
 MD1469  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD1469
 MD1469  HORZ ORDER  -  FIRST
 MD1469  ELLP ORDER  -  FOURTH    CLASS I
 MD1469
 MD1469.The horizontal coordinates were established by GPS observations
 MD1469.and adjusted by the National Geodetic Survey in May 1996..
 MD1469
 MD1469.The orthometric height was determined by GPS observations and a
 MD1469.high-resolution geoid model.
 MD1469
 MD1469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1469
 MD1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1469
 MD1469.The ellipsoidal height was determined by GPS observations
 MD1469.and is referenced to NAD 83.
 MD1469
 MD1469.The geoid height was determined by GEOID03.
 MD1469
 MD1469;                    North         East     Units Scale Factor Converg.
 MD1469;SPC MI S     -    39,952.725 3,927,147.924   MT  1.00006660   -0 35 49.3
 MD1469;SPC MI S     -   131,078.49 12,884,343.58   iFT  1.00006660   -0 35 49.3
 MD1469;UTM  16      - 4,635,307.172   645,759.676   MT  0.99986144   +1 10 19.0
 MD1469
 MD1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1469!SPC MI S     -   0.99995785  x   1.00006660  =   1.00002445
 MD1469!UTM  16      -   0.99995785  x   0.99986144  =   0.99981930
 MD1469
 MD1469:                Primary Azimuth Mark                     Grid Az
 MD1469:SPC MI S     -  QUINCY USLS 1878                         066 55 35.6
 MD1469:UTM  16      -  QUINCY USLS 1878                         065 09 27.3
 MD1469
 MD1469|---------------------------------------------------------------------|
 MD1469| PID    Reference Object                     Distance      Geod. Az  |
 MD1469|                                                           dddmmss.s |
 MD1469| MD1870 QUINCY USLS 1878                    APPROX.29.1 KM 0661946.3 |
 MD1469|---------------------------------------------------------------------|
 MD1469
 MD1469                          SUPERSEDED SURVEY CONTROL
 MD1469
 MD1469  ELLIP H (05/08/96)  268.77   (m)                       GP(       ) 1 1
 MD1469  NAD 83(1986)-  41 51 22.51572(N)    085 14 38.31175(W) AD(       ) 1
 MD1469  NAD 83(1986)-  41 51 22.51488(N)    085 14 38.29966(W) AD(       ) 1
 MD1469  NAD 27      -  41 51 22.33340(N)    085 14 38.39870(W) AD(       ) 1
 MD1469  NGVD 29 (09/14/93)  302.2    (m)          991.     (f) VERT ANG       
 MD1469
 MD1469.Superseded values are not recommended for survey control.
 MD1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1469.See file dsdata.txt to determine how the superseded data were derived.
 MD1469
 MD1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4576035307(NAD 83)
 MD1469_MARKER: H = DRILL HOLE
 MD1469_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MD1469_STAMPING: BRONSON USLS 1878
 MD1469_MARK LOGO: NONE  
 MD1469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1469+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1994
 MD1469
 MD1469  HISTORY     - Date     Condition        Report By
 MD1469  HISTORY     - 1878     MONUMENTED       USLS
 MD1469  HISTORY     - 1878     GOOD             USLS
 MD1469  HISTORY     - 19900716 GOOD             LOCENG
 MD1469  HISTORY     - 19900716 GOOD             LOCENG
 MD1469  HISTORY     - 19920713 POOR             HOLDEN
 MD1469  HISTORY     - 19940628 GOOD             MIDT
 MD1469
 MD1469                          STATION DESCRIPTION
 MD1469
 MD1469'DESCRIBED BY US LAKE SURVEY 1878
 MD1469'ABOUT 3 MILES WEST OF BRONSON (STATION ON THE NEW YORK CENTRAL
 MD1469'RAILROAD), IN SE1/4SW1/4 SEC. 16, T.
 MD1469'7 S., R. 8 W., BRONSON TOWNSHIP.  MARKED BY STONE POSTS.  REFERENCE
 MD1469'MARKS ARE STONE POSTS AT
 MD1469'FOLLOWING DISTANCES AND BEARINGS FROM STATION- 106.5
 MD1469'METERS (349 FEET), N. 40 DEG. 13 MIN. E.,
 MD1469'68.6 METERS (225 FEET), N. 85 DEG. 08 MIN. E., AND 116.4
 MD1469'METERS (382 FEET), S. 36 DEG. 12 MIN. E.  BRANCH COUNTY- SW.
 MD1469'CORNER OF SE. QUARTER OF SEC.  16, T. 7
 MD1469'S., R. 8 W. (U. S. L. S.) IS 208.9 METERS (685 FEET) FROM STATION ON
 MD1469'BEARING S. 19 DEG. 07 MIN. E.
 MD1469
 MD1469                          STATION RECOVERY (1878)
 MD1469
 MD1469'RECOVERY NOTE BY US LAKE SURVEY 1878
 MD1469'RECOVERED IN GOOD CONDITION.
 MD1469
 MD1469                          STATION RECOVERY (1990)
 MD1469
 MD1469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (NCC)
 MD1469'FOUND 8 X 8-INCH LIMESTONE WITH 1/2 INCH HOLE DRILLED IN AND TOP 3 FT
 MD1469'(0.9 M) DEEP IN FALLOW FIELD.  REFERENCE IS A CONCRETE MONUMENT 8 X
 MD1469'8-INCHES. FOUND NORTH 40 DEGREES EAST, 225 FT.  SOUTHEAST MONUMENT MAY
 MD1469'EXIST UNDER LARGE ROCKFILL AREA, PLACED CARSONTIE POSTS 2 FT (0.6 M)
 MD1469'EAST AND 2 FT (0.6 M) WEST.  COPY OF CONTROL SHEET FURNISHED TO LAND
 MD1469'OWNER.
 MD1469
 MD1469                          STATION RECOVERY (1990)
 MD1469
 MD1469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (NCC)
 MD1469'FOUND 8 X 8-INCH LIMESTONE WITH 1/2 INCH HOLE DRILLED IN AND TOP 3 FT
 MD1469'(0.9 M) DEEP IN FALLOW FIELD.  REFERENCE IS A CONCRETE MONUMENT 8 X
 MD1469'8-INCHES. FOUND NORTH 40 DEGREES EAST, 225 FT.  SOUTHEAST MONUMENT MAY
 MD1469'EXIST UNDER LARGE ROCKFILL AREA, PLACED CARSONTIE POSTS 2 FT (0.6 M)
 MD1469'EAST AND 2 FT (0.6 M) WEST.  COPY OF CONTROL SHEET FURNISHED TO LAND
 MD1469'OWNER.
 MD1469
 MD1469                          STATION RECOVERY (1992)
 MD1469
 MD1469'RECOVERY NOTE BY HOLDEN GPS 1992
 MD1469'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF BRONSON, 14 MILES
 MD1469'SOUTHWEST OF COLDWATER, 15 MILES SOUTH SOUTHWEST OF UNION CITY, 9
 MD1469'MILES SOUTHEAST OF COLON AND 9 MILES EAST NORTHEAST OF STURGIS.  IT
 MD1469'IS IN QUAD 410851, AND IS PLOTTED ON THE USGS QUADRANGLE MAP BRONSON
 MD1469'IN THE SOUTH 1/2 OF SECTION 16, T7S,R8W WHICH IS BRONSON TOWNSHIP.
 MD1469'TO REACH FROM THE TRAFFIC LIGHT AT US-12 AND MATTESON STREET IN
 MD1469'BRONSON, GO SOUTHWEST ON US-12 FOR 2.8 MI (4.5 KM) TO THE NORTH-SOUTH
 MD1469'QUARTER LINE OF SECTION 16 AND THE SOUTH 1/4 CORNER OF THE SECTION ON
 MD1469'THE RIGHT, WALK NORTH ALONG THE FENCE 675 FT (205.7 M) TO A REFERENCE
 MD1469'MARK ON THE WEST SIDE OF THE FENCE, TURN LEFT AND GO WEST 225 FT
 MD1469'(68.6 M) TO THE STATION AT THE TOP OF THE HILL.
 MD1469'STATION IS 225.0 FT (68.6 M) WEST FROM A SQUARE STONE REFERENCE MARK
 MD1469'SCRIBED US NEAR THE NORTH-SOUTH 1/4 LINE FENCE AND 174 FT (53.0 M)
 MD1469'EAST SOUTHEAST FROM A 26 INCH TREE NEAR THE EDGE OF THE WOODS AT THE
 MD1469'NORTHEAST CORNER OF THE FIELD AND N 19 W 685 FT (208.8 M) FROM THE
 MD1469'SOUTH 1/4 CORNER OF SECTION 16 WHICH IS ABOUT 100 FT (30.5 M) NORTH
 MD1469'OF THE CENTER OF US-12.  A CARSONITE WITNESS POST HAS BEEN SET ABOUT
 MD1469'ONE FOOT BOTH NORTH AND SOUTH OF THE STATION.  MARK IS IRON ROD 30
 MD1469'INCHES BELOW THE SURFACE.
 MD1469
 MD1469                          STATION RECOVERY (1994)
 MD1469
 MD1469'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 MD1469'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE BRONSON SOUTH
 MD1469'QUADRANGLE MAP IN THE SOUTHWEST 1/4 OF SECTION 16, T-7-S, R-8-W,
 MD1469'BRONSON TOWNSHIP.  ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF BRONSON, 10.0 MI
 MD1469'(16.1 KM) NORTHEAST OF STURGIS, 10.0 MI (16.1 KM) SOUTH OF SHERWOOD
 MD1469'ALONG THE ABANDONED NEW YORK CENTRAL RAILROAD.  TO REACH FROM THE
 MD1469'INTERSECTION OF MATTESON LAKE ROAD AND U.S.  HIGHWAY 12 GO SOUTHWEST
 MD1469'ALONG U.S.  HIGHWAY 12 FOR 2.5 MI (4.0 KM) TO A TWO TRACK TRAIL NORTH.
 MD1469'TURN RIGHT AND GO NORTH FOR ABOUT 25.0 FT, (7.6 M) . TURN RIGHT AND
 MD1469'FOLLOW THE TREE LINE EASTERLY PARALLEL WITH U.S. HIGHWAY 12 FOR ABOUT
 MD1469'300.0 FT (91.4 M) THROUGH AN OPENING IN A FENCE.  TURN LEFT AND GO
 MD1469'NORTHEAST TO THE TOP OF A HILL TO STATION IN AN OPEN FIELD ON THE
 MD1469'SOUTHWEST SIDE OF A BLACKBERRY PATCH.  STATION IS 349.0 FT (106.4 M)
 MD1469'SOUTHWEST FROM A STONE POST, 225.0 FT (68.6 M) SOUTHWEST FROM A STONE
 MD1469'POST, 382.0 FT (116.4 M) NORTHWEST FROM A STONE POST.  THERE ARE TWO
 MD1469'CARSONITE POSTS MARKING THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0243 ***********************************************************************
 NE0243  DESIGNATION -  BROWN
 NE0243  PID         -  NE0243
 NE0243  STATE/COUNTY-  MI/ST CLAIR
 NE0243  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0243
 NE0243                         *CURRENT SURVEY CONTROL
 NE0243  ___________________________________________________________________
 NE0243* NAD 83(1986)-  42 35 14.     (N)    082 38 24.     (W)     SCALED    
 NE0243* NAVD 88     -       175.792  (meters)     576.74   (feet)  ADJUSTED  
 NE0243  ___________________________________________________________________
 NE0243  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0243  DYNAMIC HT  -         175.743 (meters)     576.58  (feet)  COMP
 NE0243  MODELED GRAV-     980,336.4   (mgal)                       NAVD 88
 NE0243
 NE0243  VERT ORDER  -  FIRST     CLASS 0
 NE0243
 NE0243.The horizontal coordinates were scaled from a topographic map and have
 NE0243.an estimated accuracy of +/- 6 seconds.
 NE0243
 NE0243.The orthometric height was determined by differential leveling
 NE0243.and adjusted by the National Geodetic Survey in June 1991..
 NE0243
 NE0243.The geoid height was determined by GEOID03.
 NE0243
 NE0243.The dynamic height is computed by dividing the NAVD 88
 NE0243.geopotential number by the normal gravity value computed on the
 NE0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0243.degrees latitude (g = 980.6199 gals.).
 NE0243
 NE0243.The modeled gravity was interpolated from observed gravity values.
 NE0243
 NE0243;                    North         East    Units  Estimated Accuracy
 NE0243;SPC MI S     -   122,220.    4,141,710.      MT  (+/- 180 meters Scaled)
 NE0243
 NE0243                          SUPERSEDED SURVEY CONTROL
 NE0243
 NE0243  NGVD 29 (??/??/92)  175.926  (m)          577.18   (f) ADJ UNCH    1 0
 NE0243
 NE0243.Superseded values are not recommended for survey control.
 NE0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0243.See file dsdata.txt to determine how the superseded data were derived.
 NE0243
 NE0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH654162(NAD 83)
 NE0243_MARKER: DD = SURVEY DISK
 NE0243_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0243_SP_SET: CONCRETE SLAB
 NE0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0243
 NE0243  HISTORY     - Date     Condition        Report By
 NE0243  HISTORY     - UNK      MONUMENTED       USLS
 NE0243  HISTORY     - 1970     GOOD             USLS
 NE0243
 NE0243                          STATION DESCRIPTION
 NE0243
 NE0243'DESCRIBED BY US LAKE SURVEY 1970
 NE0243'AT HARSENS ISLAND.
 NE0243'BROWN IS ON THE WEST END OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0243'MICHIGAN, ON SOUTHEAST SIDE OF MIDDLE CHANNEL, 5 MILES SOUTHWEST OF
 NE0243'THE FERRY DOCK, 0.1 MILE NORTHERLY OF BRIDGE OVER SNOOKS HIGHWAY,
 NE0243'ON THE PROPERTY OF BROWNS LANDING, 51.2 FEET SOUTHEAST OF A
 NE0243'UTILITY POLE, 40.2 FEET SOUTHWEST OF NORTHWEST CORNER OF SEAWALL,
 NE0243'23.8 FEET WEST OF A UTILITY POLE, 12.9 FEET SOUTHWEST OF NORTHEAST
 NE0243'CORNER, 5.9 FEET NORTHEAST OF SOUTHWEST CORNER AND 4.7 FEET
 NE0243'NORTH OF SOUTH CORNER OF A 9 X 12 FOOT CONCRETE SLAB USED AS
 NE0243'A BASE FOR GARBAGE CONTAINER, FLUSH WITH GROUND SURFACE, BEING
 NE0243'CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- BM 1972.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1873 ***********************************************************************
 MD1873  DESIGNATION -  BROWN
 MD1873  PID         -  MD1873
 MD1873  STATE/COUNTY-  MI/BRANCH
 MD1873  USGS QUAD   -  COLDWATER EAST (1960)
 MD1873
 MD1873                         *CURRENT SURVEY CONTROL
 MD1873  ___________________________________________________________________
 MD1873* NAD 83(1994)-  41 57 26.26197(N)    084 55 25.06426(W)     ADJUSTED  
 MD1873* NAVD 88     -       321.3    (meters)    1054.     (feet)  VERTCON   
 MD1873  ___________________________________________________________________
 MD1873  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 MD1873  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 MD1873
 MD1873  HORZ ORDER  -  FIRST
 MD1873
 MD1873.The horizontal coordinates were established by classical geodetic methods
 MD1873.and adjusted by the National Geodetic Survey in February 1997..
 MD1873
 MD1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1873
 MD1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1873
 MD1873.The geoid height was determined by GEOID03.
 MD1873
 MD1873;                    North         East     Units Scale Factor Converg.
 MD1873;SPC MI S     -    50,949.232 3,953,823.045   MT  1.00003684   -0 22 44.5
 MD1873;SPC MI S     -   167,156.27 12,971,860.38   iFT  1.00003684   -0 22 44.5
 MD1873;UTM  16      - 4,647,119.881   672,079.102   MT  0.99996438   +1 23 18.8
 MD1873
 MD1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1873!SPC MI S     -   0.99995487  x   1.00003684  =   0.99999171
 MD1873!UTM  16      -   0.99995487  x   0.99996438  =   0.99991925
 MD1873
 MD1873:                Primary Azimuth Mark                     Grid Az
 MD1873:SPC MI S     -  LITCHFIELD MUN TANK                      055 26 04.9
 MD1873:UTM  16      -  LITCHFIELD MUN TANK                      053 40 01.6
 MD1873
 MD1873|---------------------------------------------------------------------|
 MD1873| PID    Reference Object                     Distance      Geod. Az  |
 MD1873|                                                           dddmmss.s |
 MD1873| NF1407 LITCHFIELD MUN TANK                 APPROX.17.1 KM 0550320.4 |
 MD1873| MD1866 QUINCY GENERAL CABLE TANK           APPROX. 5.7 KM 0970716.9 |
 MD1873| MD1872 QUINCY MUN TANK                     APPROX. 3.6 KM 1091219.1 |
 MD1873| CE5821 BROWN RM 1                           36.605 METERS 14317     |
 MD1873| CE5822 BROWN RM 2                           29.969 METERS 21615     |
 MD1873| MD1871 COLDWATER CABLE TV MAST             APPROX. 3.2 KM 2294621.7 |
 MD1873| MD1468 COLDWATER NW MUN TANK               APPROX. 7.6 KM 2654726.6 |
 MD1873|---------------------------------------------------------------------|
 MD1873
 MD1873                          SUPERSEDED SURVEY CONTROL
 MD1873
 MD1873  NAD 83(1986)-  41 57 26.26202(N)    084 55 25.07812(W) AD(       ) 1
 MD1873  NAD 27      -  41 57 26.09428(N)    084 55 25.18740(W) AD(       ) 1
 MD1873  NGVD 29 (07/19/86)  321.4    (m)         1054.     (f) VERT ANG       
 MD1873
 MD1873.Superseded values are not recommended for survey control.
 MD1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1873.See file dsdata.txt to determine how the superseded data were derived.
 MD1873
 MD1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7207947120(NAD 83)
 MD1873_MARKER: DS = TRIANGULATION STATION DISK
 MD1873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1873_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MD1873
 MD1873  HISTORY     - Date     Condition        Report By
 MD1873  HISTORY     - 1970     MONUMENTED       NGS
 MD1873  HISTORY     - 1980     GOOD             MIDH
 MD1873
 MD1873                          STATION DESCRIPTION
 MD1873
 MD1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1873'THE STATION IS LOCATED 4 MILES EAST-NORTHEAST OF COLDWATER, 2
 MD1873'MILES
 MD1873'WEST-NORTHWEST OF QUINCY, IN THE SOUTHEAST 1/4 OF SECTION 7 T6S
 MD1873'R5W, IN QUINCY TOWNSHIP,
 MD1873'ON PROPERTY OWNED AND OCCUPIED BY D. L. BROWN.
 MD1873'
 MD1873'TO REACH THE STATION FROM THE QUINCY POST OFFICE, GO NORTH ON
 MD1873'NORTH MAIN STREET
 MD1873'FOR 0.8 MILE TO A ROAD LEFT.  TURN LEFT AND GO WEST
 MD1873'ON WEST STATE ROAD FOR 1.4 MILES TO
 MD1873'NORTH RIDGE ROAD.  CONTINUE WEST ON
 MD1873'STATE ROAD FOR 0.6 MILE TO A SLIGHT RISE AND A
 MD1873'DRIVEWAY ON THE RIGHT.
 MD1873'(TO REACH THE AZIMUTH MARK, CONTINUE WEST ON STATE ROAD FOR 0.3
 MD1873'MILE TO THE MARK ON
 MD1873'THE LEFT, JUST BEFORE REACHING A BARN ON THE RIGHT.) TURN
 MD1873'RIGHT AND GO NORTH ON THE
 MD1873'DRIVEWAY, KEEPING LEFT OF MR. BROWNS HOUSE
 MD1873'AND BARN, FOR 0.05 MILE TO THE REAR OF THE
 MD1873'BARN AND THE STATION.
 MD1873'
 MD1873'STATION MARKS ARE STANDARD DISKS STAMPED BROWN 1970.  THE SURFACE
 MD1873'DISK IS SET IN THE
 MD1873'TOP OF A 30-INCH CYLINDRICAL CONCRETE MONUMENT
 MD1873'WHICH IS 19 INCHES UNDERGROUND.  IT
 MD1873'IS 85.7 FEET NORTH-NORTHWEST OF
 MD1873'THE NORTHEAST CORNER OF A LARGE CORN CRIB WHICH IS
 MD1873'PERMANENTLY ATTACHED
 MD1873'TO THE NORTH SIDE OF THE BARN, AND 80.5 FEET NORTH OF THE NORTHWEST
 MD1873'CORNER OF THE
 MD1873'CRIB.  THE MARK IS DIRECTLY IN LINE WITH THE WEST SIDE
 MD1873'OF THE BARN.  THE UNDERGROUND
 MD1873'MARK IS ABOUT 45 INCHES BELOW THE SURFACE.
 MD1873'
 MD1873'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BROWN NO 1 1970, SET
 MD1873'IN THE TOP OF A
 MD1873'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MD1873'3 INCHES ABOVE GROUND.  IT IS 45.5
 MD1873'FEET EAST-SOUTHEAST OF THE NORTHEAST
 MD1873'CORNER OF THE CRIB, 10.2 FEET EAST OF A FENCE
 MD1873'CORNER-POST, 1.0
 MD1873'FOOT NORTH OF A WIRE FENCE, AND 1 FOOT LOWER THAN THE STATION
 MD1873'AREA.
 MD1873'
 MD1873'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BROWN NO 2 1970, SET
 MD1873'IN THE TOP OF A
 MD1873'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MD1873'4 INCHES ABOVE GROUND.  IT IS 58.0
 MD1873'FEET WEST OF THE NORTHWEST CORNER
 MD1873'OF THE CRIB, AND 0.8 FOOT NORTH OF A WIRE FENCE.
 MD1873'
 MD1873'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BROWN 1970, SET IN
 MD1873'THE TOP OF A
 MD1873'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 MD1873'INCHES ABOVE GROUND.  IT IS
 MD1873'81.0 FEET SOUTHEAST OF A CONCRETE FENCE
 MD1873'CORNER-POST ACROSS THE ROAD, 23.8 FEET SOUTH
 MD1873'OF THE CENTER OF THE
 MD1873'ROAD, 1.8 FEET NORTH OF A WIRE FENCE, AND ABOUT 3 FEET ABOVE
 MD1873'THE ROAD.
 MD1873'
 MD1873'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO AN
 MD1873'OBSTRUCTION.
 MD1873'
 MD1873'HEIGHT OF LIGHT ABOVE STATION MARK 30.82 METERS.
 MD1873
 MD1873                          STATION RECOVERY (1980)
 MD1873
 MD1873'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 MD1873'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 MD1873'CONDITION.  THE AZIMUTH MARK IS BELIVED TO BE DESTROYED BY
 MD1873'RECONSTRUCTION OF THE COUNTY ROAD.  DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1037 ***********************************************************************
 OJ1037  DESIGNATION -  BROWN
 OJ1037  PID         -  OJ1037
 OJ1037  STATE/COUNTY-  MI/GENESEE
 OJ1037  USGS QUAD   -  CLIO (1975)
 OJ1037
 OJ1037                         *CURRENT SURVEY CONTROL
 OJ1037  ___________________________________________________________________
 OJ1037* NAD 83(1994)-  43 11 43.77614(N)    083 39 03.93719(W)     ADJUSTED  
 OJ1037* NAVD 88     -       252.     (meters)     827.     (feet)  SCALED    
 OJ1037  ___________________________________________________________________
 OJ1037  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OJ1037  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OJ1037
 OJ1037  HORZ ORDER  -  FIRST
 OJ1037
 OJ1037.The horizontal coordinates were established by classical geodetic methods
 OJ1037.and adjusted by the National Geodetic Survey in February 1997..
 OJ1037
 OJ1037.The orthometric height was scaled from a topographic map.
 OJ1037
 OJ1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1037
 OJ1037.The geoid height was determined by GEOID03.
 OJ1037
 OJ1037;                    North         East     Units Scale Factor Converg.
 OJ1037;SPC MI S     -   188,580.111 4,058,157.927   MT  0.99992153   +0 29 13.1
 OJ1037;SPC MI S     -   618,701.15 13,314,166.43   iFT  0.99992153   +0 29 13.1
 OJ1037;UTM  17      - 4,785,936.743   284,595.091   MT  1.00017081   -1 48 55.2
 OJ1037
 OJ1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1037!SPC MI S     -   0.99996586  x   0.99992153  =   0.99988740
 OJ1037!UTM  17      -   0.99996586  x   1.00017081  =   1.00013667
 OJ1037
 OJ1037|---------------------------------------------------------------------|
 OJ1037| PID    Reference Object                     Distance      Geod. Az  |
 OJ1037|                                                           dddmmss.s |
 OJ1037| CH0846 BROWN RM 1                           31.288 METERS 07950     |
 OJ1037| OJ1033 MT MORRIS MUNICIPAL TANK            APPROX. 9.1 KM 2003941.0 |
 OJ1037| OJ1036 CLIO MUNICIPAL TANK                 APPROX. 6.9 KM 2560224.2 |
 OJ1037| CH0845 BROWN AZ MK                                        2601932.6 |
 OJ1037| CH0847 BROWN RM 2                           31.090 METERS 32339     |
 OJ1037|---------------------------------------------------------------------|
 OJ1037
 OJ1037                          SUPERSEDED SURVEY CONTROL
 OJ1037
 OJ1037  NAD 83(1986)-  43 11 43.77167(N)    083 39 03.96375(W) AD(       ) 1
 OJ1037  NAD 27      -  43 11 43.68400(N)    083 39 04.11700(W) AD(       ) 1
 OJ1037
 OJ1037.Superseded values are not recommended for survey control.
 OJ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1037.See file dsdata.txt to determine how the superseded data were derived.
 OJ1037
 OJ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8459585937(NAD 83)
 OJ1037_MARKER: DS = TRIANGULATION STATION DISK
 OJ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1037
 OJ1037  HISTORY     - Date     Condition        Report By
 OJ1037  HISTORY     - 1943     MONUMENTED       CGS
 OJ1037  HISTORY     - 1966     GOOD             LOCSUR
 OJ1037  HISTORY     - 1966     GOOD             CGS
 OJ1037  HISTORY     - 1980     GOOD             MIDH
 OJ1037
 OJ1037                          STATION DESCRIPTION
 OJ1037
 OJ1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1037'STATION IS LOCATED ABOUT 5.5 MILES NNE OF MT. MORRIS ON LAND OWNED BY
 OJ1037'MRS. ROSE BROWN OF SAGINAW.  THE
 OJ1037'STATION IS SET ON THE HIGHEST GROUND IN AN APPLE
 OJ1037'ORCHARD AND 6.3 FEET E OF A
 OJ1037'REFERENCE POST.  STAMPED BROWN 1943.
 OJ1037'
 OJ1037'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1037'DISKS SET IN CONCRETE.
 OJ1037'
 OJ1037'REFERENCE MARK 1 IS 102.65 FEET E OF THE STATION AND 1.0 FOOT
 OJ1037'W OF A N-S
 OJ1037'FENCELINE.  STAMPED BROWN NO 1 1943.
 OJ1037'
 OJ1037'REFERENCE MARK 2 IS 100.20 FEET NNW OF THE STATION AND 58.5
 OJ1037'FEET E OF THE N-S
 OJ1037'FENCELINE.  STAMPED BROWN 2 1943.
 OJ1037'
 OJ1037'THE AZIMUTH MARK IS APPROXIMATELY 0.65 MILE W OF THE STATION,
 OJ1037'0.1 MILE N OF
 OJ1037'FARRAND ROAD AND 24.6 FEET NE OF A CONCRETE BLOCK
 OJ1037'FARMHOUSE.  STAMPED BROWN 1943.
 OJ1037'
 OJ1037'TO REACH THE STATION FROM MT. MORRIS, GO E ON MT. MORRIS
 OJ1037'ROAD FOR 1.1
 OJ1037'MILES, TURN LEFT ON BRAY ROAD AND FOLLOW N FOR 5.1
 OJ1037'MILES TO FARRAND ROAD.* TURN
 OJ1037'RIGHT AND GO 0.55 MILE TO A FARM
 OJ1037'LANE LEFT, TURN LEFT FOR 0.1 MILE TO A WIRE GATE
 OJ1037'INTO AN APPLE
 OJ1037'ORCHARD.  PASS THROUGH THE GATE, THEN SWING RIGHT FOR ABOUT 100
 OJ1037'FEET, THEN LEFT
 OJ1037'GOING N BETWEEN THE TREE ROWS FOR 0.1 MILE TO THE
 OJ1037'HIGHEST GROUND AND STATION ON THE
 OJ1037'LEFT.
 OJ1037'
 OJ1037'*TO REACH THE AZIMUTH MARK FROM THIS JUNCTION GO W ON FARRAND
 OJ1037'ROAD FOR 0.1 MILE
 OJ1037'TO A FARM LANE RIGHT, TURN RIGHT AND DRIVE TO
 OJ1037'THE HOUSE AND MARK AT THE NE CORNER.
 OJ1037'
 OJ1037'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1037
 OJ1037                          STATION RECOVERY (1966)
 OJ1037
 OJ1037'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 OJ1037'RECOVERED BY CLARK AERIAL SURVEY CORP
 OJ1037'
 OJ1037'STATION, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD
 OJ1037'CONDITION AS
 OJ1037'DESCRIBED.
 OJ1037
 OJ1037                          STATION RECOVERY (1966)
 OJ1037
 OJ1037'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1037'THE STATION AND ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD
 OJ1037'CONDITION AT THIS
 OJ1037'TIME.  THE DESCRIPTION OF THE STATION IS GOOD WITH THE
 OJ1037'BELOW CHANGE.
 OJ1037'
 OJ1037'THE AZIMUTH MARK IS LOCATED AT 2457 FARRAND ROAD.
 OJ1037
 OJ1037                          STATION RECOVERY (1980)
 OJ1037
 OJ1037'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1037'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1037'CONDITION,  AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0793 ***********************************************************************
 RJ0793  DESIGNATION -  BROWN IBC 1943
 RJ0793  PID         -  RJ0793
 RJ0793  STATE/COUNTY-  MI/CHIPPEWA
 RJ0793  USGS QUAD   -  PAYMENT (1976)
 RJ0793
 RJ0793                         *CURRENT SURVEY CONTROL
 RJ0793  ___________________________________________________________________
 RJ0793* NAD 83(1994)-  46 31 33.30634(N)    084 11 32.11624(W)     ADJUSTED  
 RJ0793* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0793  ___________________________________________________________________
 RJ0793  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 RJ0793  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 RJ0793
 RJ0793  HORZ ORDER  -  THIRD
 RJ0793
 RJ0793.The horizontal coordinates were established by classical geodetic methods
 RJ0793.and adjusted by the National Geodetic Survey in February 1997..
 RJ0793
 RJ0793.The orthometric height was scaled from a topographic map.
 RJ0793
 RJ0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0793
 RJ0793.The geoid height was determined by GEOID03.
 RJ0793
 RJ0793;                    North         East     Units Scale Factor Converg.
 RJ0793;SPC MI N     -   197,493.528 8,215,363.315   MT  0.99991164   +2 01 45.9
 RJ0793;SPC MI N     -   647,944.65 26,953,291.72   iFT  0.99991164   +2 01 45.9
 RJ0793;SPC MI C     -   356,674.669 6,013,385.925   MT  1.00029658   +0 07 23.5
 RJ0793;SPC MI C     - 1,170,192.48 19,728,956.45   iFT  1.00029658   +0 07 23.5
 RJ0793;UTM  16      - 5,156,313.717   715,336.727   MT  1.00017001   +2 02 18.0
 RJ0793
 RJ0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0793!SPC MI N     -   0.99997817  x   0.99991164  =   0.99988981
 RJ0793!SPC MI C     -   0.99997817  x   1.00029658  =   1.00027474
 RJ0793!UTM  16      -   0.99997817  x   1.00017001  =   1.00014817
 RJ0793
 RJ0793:                Primary Azimuth Mark                     Grid Az
 RJ0793:SPC MI N     -  REF MON 29 IWC 1911                      329 52 26.8
 RJ0793:SPC MI C     -  REF MON 29 IWC 1911                      331 46 49.2
 RJ0793:UTM  16      -  REF MON 29 IWC 1911                      329 51 54.7
 RJ0793
 RJ0793|---------------------------------------------------------------------|
 RJ0793| PID    Reference Object                     Distance      Geod. Az  |
 RJ0793|                                                           dddmmss.s |
 RJ0793| RJ0794 REF MON 29 IWC 1911                 APPROX. 0.9 KM 3315412.7 |
 RJ0793|---------------------------------------------------------------------|
 RJ0793
 RJ0793                          SUPERSEDED SURVEY CONTROL
 RJ0793
 RJ0793  NAD 83(1986)-  46 31 33.29755(N)    084 11 32.13123(W) AD(       ) 3
 RJ0793  NAD 27      -  46 31 33.21100(N)    084 11 32.01200(W) AD(       ) 3
 RJ0793
 RJ0793.Superseded values are not recommended for survey control.
 RJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0793.See file dsdata.txt to determine how the superseded data were derived.
 RJ0793
 RJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1533756314(NAD 83)
 RJ0793_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0793_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0793+WITH SETTING: PAVEMENT
 RJ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0793+STABILITY: SURFACE MOTION
 RJ0793
 RJ0793  HISTORY     - Date     Condition        Report By
 RJ0793  HISTORY     - 1943     MONUMENTED       IBC
 RJ0793
 RJ0793                          STATION DESCRIPTION
 RJ0793
 RJ0793'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0793'ON S SHORE OF LITTLE LAKE GEORGE.  IN 1943 IT WAS BACK OF MR BROWNS
 RJ0793'DOCK, 6 FEET W OF PATH LEADING S TO HIGHWAY, 100 FEETBACK FROM
 RJ0793'HIGH - WATER MARK (2 FEET ABOVE), AND 383.3 FEET FROM NE CORNER
 RJ0793'POST ON FENCE AROUND MR BROWNS GARDEN.  A DRILL HOLE AT POINT OF
 RJ0793'ARROWN IN STONE BESIDE PATH WAS 5.80 FEET FROM STATION,
 RJ0793'S 46 DEG 41 MIN E.  REPORTED---SURROUNDINGS COMPLETELY CHANGED.
 RJ0793'
 RJ0793'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0793'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0793'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A PIECE OF NO 8
 RJ0793'COPPER WIRE IN TOP OF CYLINDER OF CONCRETE 7 INCHES IN DIAMETER
 RJ0793'AND 10 INCHES LONG, SET 24 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1145 ***********************************************************************
 RJ1145  DESIGNATION -  BROWNE
 RJ1145  PID         -  RJ1145
 RJ1145  STATE/COUNTY-  MI/CHIPPEWA
 RJ1145  USGS QUAD   -  WHITEFISH POINT (1951)
 RJ1145
 RJ1145                         *CURRENT SURVEY CONTROL
 RJ1145  ___________________________________________________________________
 RJ1145* NAD 83(1994)-  46 46 06.61316(N)    084 57 17.04539(W)     ADJUSTED  
 RJ1145* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 RJ1145  ___________________________________________________________________
 RJ1145  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 RJ1145  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ1145
 RJ1145  HORZ ORDER  -  THIRD
 RJ1145
 RJ1145.The horizontal coordinates were established by classical geodetic methods
 RJ1145.and adjusted by the National Geodetic Survey in February 1997..
 RJ1145
 RJ1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1145
 RJ1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1145
 RJ1145.The geoid height was determined by GEOID03.
 RJ1145
 RJ1145;                    North         East     Units Scale Factor Converg.
 RJ1145;SPC MI N     -   222,658.888 8,156,198.322   MT  0.99993839   +1 28 41.9
 RJ1145;SPC MI N     -   730,508.16 26,759,180.85   iFT  0.99993839   +1 28 41.9
 RJ1145;UTM  16      - 5,181,470.440   656,160.786   MT  0.99989974   +1 29 25.7
 RJ1145
 RJ1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1145!SPC MI N     -   0.99997690  x   0.99993839  =   0.99991529
 RJ1145!UTM  16      -   0.99997690  x   0.99989974  =   0.99987664
 RJ1145
 RJ1145:                Primary Azimuth Mark                     Grid Az
 RJ1145:SPC MI N     -  WHITEFISH PT HBR N BKWATER LT            212 05 22.9
 RJ1145:UTM  16      -  WHITEFISH PT HBR N BKWATER LT            212 04 39.1
 RJ1145
 RJ1145|---------------------------------------------------------------------|
 RJ1145| PID    Reference Object                     Distance      Geod. Az  |
 RJ1145|                                                           dddmmss.s |
 RJ1145| RJ1148 WHITEFISH PT HBR N BKWATER LT       APPROX. 1.3 KM 2133404.8 |
 RJ1145| RJ1149 WHITEFISH PT HBR S BKWATER LT       APPROX. 1.3 KM 2165234.5 |
 RJ1145| RJ1151 WHITEFISH PT HBR IN BKWATER LT      APPROX. 1.2 KM 2192435.0 |
 RJ1145| RJ1143 WHITEFISH POINT LH 1965             360.391 METERS 32437     |
 RJ1145| RJ1144 WHITEFISH PT RAD RECEIVING TWR      293.727 METERS 32625     |
 RJ1145| RJ1146 WOODROW                             238.211 METERS 32744     |
 RJ1145|---------------------------------------------------------------------|
 RJ1145
 RJ1145                          SUPERSEDED SURVEY CONTROL
 RJ1145
 RJ1145  NAD 83(1986)-  46 46 06.60840(N)    084 57 17.03808(W) AD(       ) 3
 RJ1145  NAD 27      -  46 46 06.47695(N)    084 57 16.70585(W) AD(       ) 3
 RJ1145  NGVD 29 (07/19/86)  183.8    (m)          603.     (f) VERT ANG       
 RJ1145
 RJ1145.Superseded values are not recommended for survey control.
 RJ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1145.See file dsdata.txt to determine how the superseded data were derived.
 RJ1145
 RJ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5616181470(NAD 83)
 RJ1145_MARKER: A = ALUMINUM MARKER
 RJ1145_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RJ1145_SP_SET: OBJECT DRIVEN INTO GROUND
 RJ1145_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1145
 RJ1145  HISTORY     - Date     Condition        Report By
 RJ1145  HISTORY     - 1981     MONUMENTED       NOS
 RJ1145
 RJ1145                          STATION DESCRIPTION
 RJ1145
 RJ1145'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1145'THE STATION IS LOCATED ON WHITEFISH POINT.
 RJ1145'
 RJ1145'TO REACH THE STATION FROM THE JUNCTION OF MI 123 AND WIRE ROAD
 RJ1145'IN PARADISE, GO NORTH ON WIRE ROAD FOR 18.2 KM (11.3 MILES) TO
 RJ1145'THE WHITEFISH POINT WEATHER TOWER NEAR THE LIGHTHOUSE AND A SAND
 RJ1145'TRACK ROAD ON THE RIGHT.  WALK EAST ON THE SAND TRACK ROAD TO ITS
 RJ1145'END ABOUT 300 METERS FROM THE WATERLINE OF LAKE SUPERIOR AND THE
 RJ1145'STATION ON THE LEFT.
 RJ1145'
 RJ1145'THE STATION IS AN ALUMINUM ROD
 RJ1145'STAMPED---BROWNE 1981---,
 RJ1145'DRIVEN INTO THE GROUND AND
 RJ1145'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED ABOUT
 RJ1145'26 METERS (80 FT) NORTH FROM AN EXTENDED CENTERLINE OF
 RJ1145'THE SAND TRACK ROAD,
 RJ1145'1.58 METERS (5.20 FT) WEST FROM A STANDARD NOS WITNESS
 RJ1145'POST SIGN WHICH IS ON LINE WITH THE STATION AND THE
 RJ1145'LIGHTHOUSE.
 RJ1145'
 RJ1145'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.43 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1091 ***********************************************************************
 OJ1091  DESIGNATION -  BROWPORT
 OJ1091  PID         -  OJ1091
 OJ1091  STATE/COUNTY-  MI/SAGINAW
 OJ1091  USGS QUAD   -  SAGINAW NE (1973)
 OJ1091
 OJ1091                         *CURRENT SURVEY CONTROL
 OJ1091  ___________________________________________________________________
 OJ1091* NAD 83(1994)-  43 25 51.56939(N)    083 51 48.98835(W)     ADJUSTED  
 OJ1091* NAVD 88     -       182.4    (meters)     598.     (feet)  GPS OBS   
 OJ1091  ___________________________________________________________________
 OJ1091  X           -     495,918.067 (meters)                     COMP
 OJ1091  Y           -  -4,612,692.253 (meters)                     COMP
 OJ1091  Z           -   4,362,498.994 (meters)                     COMP
 OJ1091  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 OJ1091  ELLIP HEIGHT-         148.12  (meters)          (07/17/02) GPS OBS
 OJ1091  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OJ1091
 OJ1091  HORZ ORDER  -  FIRST
 OJ1091  ELLP ORDER  -  FOURTH    CLASS I
 OJ1091
 OJ1091.This mark is at Harry W Browne Airport (3SG)
 OJ1091
 OJ1091.The horizontal coordinates were established by GPS observations
 OJ1091.and adjusted by the National Geodetic Survey in February 1997..
 OJ1091
 OJ1091.The orthometric height was determined by GPS observations and a
 OJ1091.high-resolution geoid model.
 OJ1091
 OJ1091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1091
 OJ1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1091
 OJ1091.The ellipsoidal height was determined by GPS observations
 OJ1091.and is referenced to NAD 83.
 OJ1091
 OJ1091.The geoid height was determined by GEOID03.
 OJ1091
 OJ1091;                    North         East     Units Scale Factor Converg.
 OJ1091;SPC MI S     -   214,616.525 4,040,729.845   MT  0.99995225   +0 20 32.4
 OJ1091;SPC MI S     -   704,122.46 13,256,987.68   iFT  0.99995225   +0 20 32.4
 OJ1091;UTM  17      - 4,812,661.076   268,224.621   MT  1.00026085   -1 58 10.4
 OJ1091
 OJ1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1091!SPC MI S     -   0.99997677  x   0.99995225  =   0.99992902
 OJ1091!UTM  17      -   0.99997677  x   1.00026085  =   1.00023762
 OJ1091
 OJ1091:                Primary Azimuth Mark                     Grid Az
 OJ1091:SPC MI S     -  BROWPORT AZ MK                           044 03 15.5
 OJ1091:UTM  17      -  BROWPORT AZ MK                           046 21 58.3
 OJ1091
 OJ1091|---------------------------------------------------------------------|
 OJ1091| PID    Reference Object                     Distance      Geod. Az  |
 OJ1091|                                                           dddmmss.s |
 OJ1091| OJ1092 BROWPORT AZ MK                      423.857 METERS 0442347.9 |
 OJ1091|---------------------------------------------------------------------|
 OJ1091
 OJ1091                          SUPERSEDED SURVEY CONTROL
 OJ1091
 OJ1091  NAD 83(1986)-  43 25 51.55693(N)    083 51 49.00998(W) AD(       ) 1
 OJ1091  NAD 83(1986)-  43 25 51.55280(N)    083 51 49.01682(W) AD(       ) 3
 OJ1091  NGVD 29 (03/27/91)  182.8    (m)          600.     (f) GPS OBS        
 OJ1091
 OJ1091.Superseded values are not recommended for survey control.
 OJ1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1091.See file dsdata.txt to determine how the superseded data were derived.
 OJ1091
 OJ1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6822512661(NAD 83)
 OJ1091_MARKER: I = METAL ROD
 OJ1091_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1091_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1091_STAMPING: BROWPORT 1989
 OJ1091_MARK LOGO: NGS   
 OJ1091_PROJECTION: FLUSH
 OJ1091_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1091+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2001
 OJ1091_ROD/PIPE-DEPTH: 11.0 meters
 OJ1091_SLEEVE-DEPTH  : 1.0 meters
 OJ1091
 OJ1091  HISTORY     - Date     Condition        Report By
 OJ1091  HISTORY     - 1989     MONUMENTED       NGS
 OJ1091  HISTORY     - 19910715 GOOD             NGS
 OJ1091  HISTORY     - 20010227 GOOD             OHM
 OJ1091  HISTORY     - 20010808 GOOD             NGS
 OJ1091
 OJ1091                          STATION DESCRIPTION
 OJ1091
 OJ1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1091'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) EAST OF SAGINAW, AT THE
 OJ1091'SAGINAW HARRY W. BROWNE INTERNATIONAL AIRPORT, IN THE NORTHEAST ANGLE
 OJ1091'OF THE JUNCTION OF RUNWAY 05-23 AND A CONNECTING TAXIWAY.
 OJ1091'OWNERSHIP---SAGINAW COUNTY, C/O AIRPORT MANAGER WILLIAM ZISSLER, 4821
 OJ1091'JANES ROAD, SAGINAW MI 48601.  PHONE IS (517) 754-2459, (517) 754-2471
 OJ1091'OR HOME (517) 777-2376.
 OJ1091'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OJ1091'149) AND STATE HIGHWAY 46 IN EAST SAGINAW, GO EAST FOR 1.1 KM
 OJ1091'(0.70 MI) ON HIGHWAY 46 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OJ1091'FOR 1.6 KM (1.00 MI) ON TOWERLINE ROAD TO A PAVED CROSSROAD.  TURN
 OJ1091'RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) TO A PAVED DRIVE LEFT.  TURN
 OJ1091'LEFT AND GO NORTH FOR 30 METERS ON THE AIRPORT ENTRANCE DRIVE TO A
 OJ1091'PARKING AREA.  TURN LEFT AND GO WEST FOR 60 METERS ACROSS THE PARKING
 OJ1091'AREA, PASSING TO THE RIGHT OF THE AIRPORT OFFICE, TO THE APRON AND A
 OJ1091'GATE.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI), PASSING THROUGH
 OJ1091'THE GATE, ACROSS THE APRON AND ON A TAXIWAY TO A CONNECTING TAXIWAY.
 OJ1091'TURN LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ON THE TAXIWAY TO THE
 OJ1091'STATION ON THE RIGHT JUST BEFORE RUNWAY 05-23.
 OJ1091'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1091'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 OJ1091'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1091'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1091'LOCATED 14.3 M (46.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 OJ1091'05-23, 13.1 M (43.0 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING
 OJ1091'TAXIWAY AND 7.0 M (23.0 FT) SOUTH FROM A 0.8 METER ROUND METAL DRAIN
 OJ1091'COVER.
 OJ1091'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1091'NOTE-GATE IS LOCKED CALL IN ADVANCE.
 OJ1091'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1091
 OJ1091                          STATION RECOVERY (1991)
 OJ1091
 OJ1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1091'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST OF SAGINAW, AT THE
 OJ1091'SAGINAW/HARRY W. BROWNE INTERNATIONAL AIRPORT, IN THE NORTHEAST ANGLE
 OJ1091'OF THE JUNCTION OF RUNWAY 05-23 AND A CONNECTING TAXIWAY.
 OJ1091'OWNERSHIP---SAGINAW COUNTY, C/O AIRPORT MANAGER JOH MERSMAN, SAGINAW
 OJ1091'COUNTY COURTHOUSE, 111 SOUTH MICHIGAN AVENUE, SAGINAW, MI. 48602.
 OJ1091'PHONE (517) 790-5506.
 OJ1091'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OJ1091'149) AND STATE HIGHWAY 46, IN EAST SAGINAW, GO EAST FOR 1.1 KM
 OJ1091'(0.7 MI) ON HIGHWAY 46 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OJ1091'FOR 1.6 KM (1.0 MI) ON TOWERLINE ROAD TO A PAVED CROSSROAD.  TURN
 OJ1091'RIGHT AND GO EAST FOR 1.2 KM (0.7 MI) ON JANES ROAD TO A PAVED DRIVE
 OJ1091'LEFT. TURN LEFT AND GO NORTH FOR 30 METERS ON THE AIRPORT ENTRANCE
 OJ1091'DRIVE TO A PARKING AREA.  TURN LEFT AND GO WEST FOR 60 METERS ACROSS
 OJ1091'THE PARKING AREA PASSING TO THE RIGHT OF THE AIRPORT OFFICE TO THE
 OJ1091'APRON AND A GATE. TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) PASSING
 OJ1091'THROUGH THE GATE, ACROSS THE APRON AND ON A TAXIWAY TO A CONNECTING
 OJ1091'TAXIWAY. TURN LEFT AND GO WEST FOR 0.2 KM (0.1 MI) ON THE TAXIWAY TO
 OJ1091'THE STATION ON THE RIGHT JUST BEFORE RUNWAY 05-23.
 OJ1091'LOCATED 14.3 M (46.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 OJ1091'05-23, 13.1 M (43.0 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING
 OJ1091'TAXIWAY AND 7.0 M (23.0 FT) SOUTH FROM A 0.8 METER ROUND METAL DRAIN
 OJ1091'COVER.
 OJ1091
 OJ1091                          STATION RECOVERY (2001)
 OJ1091
 OJ1091'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2001
 OJ1091'RECOVERED AS DESCRIBED
 OJ1091
 OJ1091                          STATION RECOVERY (2001)
 OJ1091
 OJ1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ1091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1092 ***********************************************************************
 OJ1092  DESIGNATION -  BROWPORT AZ MK
 OJ1092  PID         -  OJ1092
 OJ1092  STATE/COUNTY-  MI/SAGINAW
 OJ1092  USGS QUAD   -  SAGINAW NE (1973)
 OJ1092
 OJ1092                         *CURRENT SURVEY CONTROL
 OJ1092  ___________________________________________________________________
 OJ1092* NAD 83(1994)-  43 26 01.38246(N)    083 51 35.80312(W)     ADJUSTED  
 OJ1092* NAVD 88     -       181.8    (meters)     596.     (feet)  GPS OBS   
 OJ1092  ___________________________________________________________________
 OJ1092  X           -     496,190.611 (meters)                     COMP
 OJ1092  Y           -  -4,612,453.101 (meters)                     COMP
 OJ1092  Z           -   4,362,718.516 (meters)                     COMP
 OJ1092  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 OJ1092  ELLIP HEIGHT-         147.53  (meters)          (07/17/02) GPS OBS
 OJ1092  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OJ1092
 OJ1092  HORZ ORDER  -  FIRST
 OJ1092  ELLP ORDER  -  FOURTH    CLASS I
 OJ1092
 OJ1092.This mark is at Harry W Browne Airport (3SG)
 OJ1092
 OJ1092.The horizontal coordinates were established by GPS observations
 OJ1092.and adjusted by the National Geodetic Survey in February 1997..
 OJ1092
 OJ1092.The orthometric height was determined by GPS observations and a
 OJ1092.high-resolution geoid model.
 OJ1092
 OJ1092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1092
 OJ1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1092
 OJ1092.The ellipsoidal height was determined by GPS observations
 OJ1092.and is referenced to NAD 83.
 OJ1092
 OJ1092.The geoid height was determined by GEOID03.
 OJ1092
 OJ1092;                    North         East     Units Scale Factor Converg.
 OJ1092;SPC MI S     -   214,921.128 4,041,024.556   MT  0.99995271   +0 20 41.4
 OJ1092;SPC MI S     -   705,121.81 13,257,954.58   iFT  0.99995271   +0 20 41.4
 OJ1092;UTM  17      - 4,812,953.634   268,531.474   MT  1.00025910   -1 58 01.7
 OJ1092
 OJ1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1092!SPC MI S     -   0.99997687  x   0.99995271  =   0.99992958
 OJ1092!UTM  17      -   0.99997687  x   1.00025910  =   1.00023596
 OJ1092
 OJ1092:                Primary Azimuth Mark                     Grid Az
 OJ1092:SPC MI S     -  BROWPORT                                 224 03 15.6
 OJ1092:UTM  17      -  BROWPORT                                 226 21 58.7
 OJ1092
 OJ1092|---------------------------------------------------------------------|
 OJ1092| PID    Reference Object                     Distance      Geod. Az  |
 OJ1092|                                                           dddmmss.s |
 OJ1092| OJ1091 BROWPORT                            423.857 METERS 2242357.0 |
 OJ1092|---------------------------------------------------------------------|
 OJ1092
 OJ1092                          SUPERSEDED SURVEY CONTROL
 OJ1092
 OJ1092  ELLIP H (02/03/97)  147.52   (m)                       GP(       ) 4 1
 OJ1092  NAD 83(1986)-  43 26 01.37023(N)    083 51 35.82482(W) AD(       ) 1
 OJ1092  NAD 83(1986)-  43 26 01.36610(N)    083 51 35.83164(W) AD(       ) 3
 OJ1092  NGVD 29 (03/27/91)  182.2    (m)          598.     (f) GPS OBS        
 OJ1092
 OJ1092.Superseded values are not recommended for survey control.
 OJ1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1092.See file dsdata.txt to determine how the superseded data were derived.
 OJ1092
 OJ1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6853112954(NAD 83)
 OJ1092_MARKER: I = METAL ROD
 OJ1092_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1092_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1092_STAMPING: BROWPORT AZ MK 1989
 OJ1092_MARK LOGO: NGS   
 OJ1092_PROJECTION: FLUSH
 OJ1092_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1092+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OJ1092_ROD/PIPE-DEPTH: 13.4 meters
 OJ1092_SLEEVE-DEPTH  : 1.0 meters
 OJ1092
 OJ1092  HISTORY     - Date     Condition        Report By
 OJ1092  HISTORY     - 1989     MONUMENTED       NGS
 OJ1092  HISTORY     - 20010808 GOOD             NGS
 OJ1092
 OJ1092                          STATION DESCRIPTION
 OJ1092
 OJ1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1092'THE STATION IS LOCATED ABOUT 6.4 KM (4.00 MI) EAST OF SAGINAW, AT THE
 OJ1092'SAGINAW HARRY W. BROWNE INTERNATIONAL AIRPORT, IN THE SOUTHEAST ANGLE
 OJ1092'OF THE JUNCTION OF RUNWAYS 05-23 AND 09-27.  OWNERSHIP---SAGINAW
 OJ1092'COUNTY, C/O AIRPORT MANAGER WILLIAM ZISSLER, 4821 JANES ROAD, SAGINAW
 OJ1092'MI 48601.  PHONE IS (517) 754-2459, (517) 754-2471 OR HOME (517)
 OJ1092'777-2376.
 OJ1092'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 (EXIT
 OJ1092'149) AND STATE HIGHWAY 46 IN EAST SAGINAW, GO EAST FOR 1.1 KM
 OJ1092'(0.70 MI) ON HIGHWAY 46 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 OJ1092'FOR 1.6 KM (1.00 MI) ON TOWERLINE ROAD TO A PAVED CROSSROAD.  TURN
 OJ1092'RIGHT AND GO EAST FOR 1.2 KM (0.75 MI) ON JANES ROAD TO A PAVED DRIVE
 OJ1092'LEFT.  TURN LEFT AND GO NORTH FOR 30 METERS ON THE AIRPORT ENTRANCE
 OJ1092'DRIVE TO A PARKING AREA.  TURN LEFT AND GO WEST FOR 60 METERS, PASSING
 OJ1092'TO THE RIGHT OF THE AIRPORT OFFICE, TO AN APRON AND A GATE.  TURN
 OJ1092'RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI), PASSING THROUGH THE GATE,
 OJ1092'ACROSS THE APRON AND ON A TAXIWAY.  TURN LEFT AND GO WEST FOR 0.2 KM
 OJ1092'(0.10 MI) ON A CONNECTING TAXIWAY TO RUNWAY 05-23.  TURN RIGHT AND GO
 OJ1092'NORTHEAST FOR 0.4 KM (0.25 MI) ON RUNWAY 05-23 TO THE STATION ON THE
 OJ1092'RIGHT JUST BEFORE THE JUNCTION OF RUNWAY 09-27.
 OJ1092'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1092'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 OJ1092'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1092'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1092'LOCATED 12.7 M (41.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 OJ1092'05-23, 10.8 M (35.4 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 09-27,
 OJ1092'13.9 M (45.6 FT) EAST-NORTHEAST FROM A WHITE RUNWAY LIGHT FOR RUNWAY
 OJ1092'05-23 AND 2.5 M (8.2 FT) WEST FROM A CARSONITE WITNESS POST.
 OJ1092'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1092'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1092
 OJ1092                          STATION RECOVERY (2001)
 OJ1092
 OJ1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ1092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1315 ***********************************************************************
 RJ1315  DESIGNATION -  BRUCE C4W 227
 RJ1315  PID         -  RJ1315
 RJ1315  STATE/COUNTY-  MI/CHIPPEWA
 RJ1315  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1315
 RJ1315                         *CURRENT SURVEY CONTROL
 RJ1315  ___________________________________________________________________
 RJ1315* NAD 83(1994)-  46 22 35.50584(N)    084 14 35.57935(W)     ADJUSTED  
 RJ1315* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 RJ1315  ___________________________________________________________________
 RJ1315  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 RJ1315  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1315
 RJ1315  HORZ ORDER  -  SECOND
 RJ1315
 RJ1315.The horizontal coordinates were established by classical geodetic methods
 RJ1315.and adjusted by the National Geodetic Survey in February 1997..
 RJ1315
 RJ1315.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1315
 RJ1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1315
 RJ1315.The geoid height was determined by GEOID03.
 RJ1315
 RJ1315;                    North         East     Units Scale Factor Converg.
 RJ1315;SPC MI N     -   180,761.805 8,212,033.295   MT  0.99990410   +1 59 33.3
 RJ1315;SPC MI N     -   593,050.54 26,942,366.45   iFT  0.99990410   +1 59 33.3
 RJ1315;UTM  16      - 5,139,577.376   712,007.709   MT  1.00015254   +1 59 46.8
 RJ1315
 RJ1315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1315!SPC MI N     -   0.99997796  x   0.99990410  =   0.99988206
 RJ1315!UTM  16      -   0.99997796  x   1.00015254  =   1.00013049
 RJ1315
 RJ1315                          SUPERSEDED SURVEY CONTROL
 RJ1315
 RJ1315  NAD 83(1986)-  46 22 35.49627(N)    084 14 35.57610(W) AD(       ) 2
 RJ1315  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) VERT ANG       
 RJ1315
 RJ1315.Superseded values are not recommended for survey control.
 RJ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1315.See file dsdata.txt to determine how the superseded data were derived.
 RJ1315
 RJ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1200839577(NAD 83)
 RJ1315_MARKER: DS = TRIANGULATION STATION DISK
 RJ1315_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1315+WITH SETTING: INFORMATION.
 RJ1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1315+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ1315
 RJ1315  HISTORY     - Date     Condition        Report By
 RJ1315  HISTORY     - 1988     MONUMENTED       USE
 RJ1315  HISTORY     - 20031205 GOOD             INDIV
 RJ1315
 RJ1315                          STATION DESCRIPTION
 RJ1315
 RJ1315'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1315'THE STATION IS LOCATED ABOUT 15.6 KM (9.7 MI) SOUTHEAST OF SAULT STE
 RJ1315'MARIE, 32.3 KM (20.1 MI) NORTHEAST OF RUDYARD, 50.0 KM (31.1 MI)
 RJ1315'NORTH-NORTHWEST OF DETOUR VILLAGE AT THE END OF 9 MILE ROAD, IN GOVT
 RJ1315'LOT 4, SEC 13, T46N-R1E.
 RJ1315'OWNERSHIP---JAMES W. LINDBERG
 RJ1315'
 RJ1315'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1315'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1315'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1315'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1315'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD,
 RJ1315'TURN LEFT AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO
 RJ1315'BRUCE BOAT ACCESS AREA WHERE STATION IS LOCATED.
 RJ1315'
 RJ1315'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-227
 RJ1315'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO AN
 RJ1315'ALUMINUM ROD DRIVEN 13.7 METERS (45 FT) INTO THE GROUND AND LOCATED
 RJ1315'7.1 METERS (30 FT) FROM THE SOUTH LINE OF SECTION 13.
 RJ1315'
 RJ1315'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1315
 RJ1315                          STATION RECOVERY (2003)
 RJ1315
 RJ1315'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0311 ***********************************************************************
 QJ0311  DESIGNATION -  BRUDER
 QJ0311  PID         -  QJ0311
 QJ0311  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0311  USGS QUAD   -  MOLTKE (1971)
 QJ0311
 QJ0311                         *CURRENT SURVEY CONTROL
 QJ0311  ___________________________________________________________________
 QJ0311* NAD 83(1994)-  45 23 52.56090(N)    083 55 18.31163(W)     ADJUSTED  
 QJ0311* NAVD 88     -       289.46   (+/-2cm)     949.7    (feet)  VERTCON   
 QJ0311  ___________________________________________________________________
 QJ0311  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 QJ0311  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 QJ0311
 QJ0311  HORZ ORDER  -  FIRST
 QJ0311  VERT ORDER  -  THIRD ? (See Below)
 QJ0311
 QJ0311.The horizontal coordinates were established by classical geodetic methods
 QJ0311.and adjusted by the National Geodetic Survey in February 1997..
 QJ0311
 QJ0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0311.The vertical order pertains to the NGVD 29 superseded value.
 QJ0311
 QJ0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0311
 QJ0311.The geoid height was determined by GEOID03.
 QJ0311
 QJ0311;                    North         East     Units Scale Factor Converg.
 QJ0311;SPC MI C     -   231,368.676 6,034,834.225   MT  0.99994416   +0 18 51.4
 QJ0311;SPC MI C     -   759,083.58 19,799,324.89   iFT  0.99994416   +0 18 51.4
 QJ0311;UTM  17      - 5,031,310.533   271,321.959   MT  1.00024300   -2 04 52.3
 QJ0311;UTM  16      - 5,031,767.570   740,926.234   MT  1.00031373   +2 11 34.0
 QJ0311
 QJ0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0311!SPC MI C     -   0.99996036  x   0.99994416  =   0.99990452
 QJ0311!UTM  17      -   0.99996036  x   1.00024300  =   1.00020335
 QJ0311!UTM  16      -   0.99996036  x   1.00031373  =   1.00027408
 QJ0311
 QJ0311|---------------------------------------------------------------------|
 QJ0311| PID    Reference Object                     Distance      Geod. Az  |
 QJ0311|                                                           dddmmss.s |
 QJ0311| CH1760 BRUDER RM 4                          27.928 METERS 05435     |
 QJ0311| QJ0302 ROGERS CITY MUNICIPAL TANK          APPROX. 8.2 KM 0762037.8 |
 QJ0311| CH1759 BRUDER RM 2                         184.943 METERS 13939     |
 QJ0311| CH1758 BRUDER AZ MK                                       2110612.3 |
 QJ0311| QK0612 PRESQUE ISLE ELEC KQB 335 MAST      APPROX.18.6 KM 2571435.5 |
 QJ0311| QK0607 KING LOOKOUT TOWER                  APPROX.13.3 KM 2715408.9 |
 QJ0311| CH1761 BRUDER RM 5                          23.771 METERS 30140     |
 QJ0311| QJ0310 RADIO STATION WHAK MAST              23.760 METERS 31901     |
 QJ0311|---------------------------------------------------------------------|
 QJ0311
 QJ0311                          SUPERSEDED SURVEY CONTROL
 QJ0311
 QJ0311  NAD 83(1986)-  45 23 52.55182(N)    083 55 18.31205(W) AD(       ) 1
 QJ0311  NAD 27      -  45 23 52.50600(N)    083 55 18.30600(W) AD(       ) 1
 QJ0311  NGVD 29 (07/19/86)  289.50   (m)          949.8    (f) LEVELING    3  
 QJ0311
 QJ0311.Superseded values are not recommended for survey control.
 QJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0311.See file dsdata.txt to determine how the superseded data were derived.
 QJ0311
 QJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7132231311(NAD 83)
 QJ0311
 QJ0311  HISTORY     - Date     Condition        Report By
 QJ0311  HISTORY     - 1904     MONUMENTED       USLS
 QJ0311  HISTORY     - 1932     SEE DESCRIPTION  USLS
 QJ0311  HISTORY     - 1940     SEE DESCRIPTION  USLS
 QJ0311  HISTORY     - 1956     SEE DESCRIPTION  USLS
 QJ0311
 QJ0311                          STATION DESCRIPTION
 QJ0311
 QJ0311'DESCRIBED BY US LAKE SURVEY 1932
 QJ0311'IN NW 1/4 SEC. 26, T. 35 N., R. 4 E., MOLTKE TOWNSHIP, ON HIGHEST
 QJ0311'POINT ON FARM OF LOUIS BRUDER,
 QJ0311'700 FEET FROM SOUTHWEST CORNER OF BRUDERS HOUSE, 604 FEET FROM
 QJ0311'SOUTHEAST CORNER OF FIELD, AND
 QJ0311'167 FEET FROM TRIANGULAR BLAZE ON ELM TREE IN STONE
 QJ0311'PILE.  MARKED BY SPIKE SURROUNDED BY 6 OTHERS IN
 QJ0311'CONCRETE MONUMENT INSCRIBED
 QJ0311'U. S. L. S. 1903, 12 INCHES BELOW SURFACE OF GROUND.
 QJ0311
 QJ0311                          STATION RECOVERY (1940)
 QJ0311
 QJ0311'RECOVERY NOTE BY US LAKE SURVEY 1940
 QJ0311'STATION RECOVERED IN GOOD CONDITION.  STATION IS LOCATED 5-1/2 MI. W
 QJ0311'OF ROGERS CITY, 1/5
 QJ0311'MI. SE OF MOLTKE, ON A FARM OWNED BY LOUIE BRUDER,
 QJ0311'900 FT. S OF M-68, IN A CULTIVATED
 QJ0311'FIELD ON A HIGH HILL.  IT IS
 QJ0311'167.5 FT. W-SW OF A 7-IN. ELM STUMP, 71.5 FT. SE OF
 QJ0311'THE WHAK RADIO
 QJ0311'MAST, 700.8 FT. FROM THE SW CORNER OF LOUIE BRUDERS HOUSE, AND
 QJ0311'490.1 FT. FROM THE
 QJ0311'W FENCE.
 QJ0311'
 QJ0311'STATION MARK IS A CROSS IN A BRONZE DISK, SET IN THE TOP OF
 QJ0311'A 26-IN. SQUARE
 QJ0311'CONCRETE MONUMENT 17 IN. BELOW GROUND SURFACE.
 QJ0311'
 QJ0311'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN A CONCRETE POST,
 QJ0311'290 FT. S OF THE
 QJ0311'CENTERLINE OF THE HIGHWAY, N 40 DEG E, 699.7 FT.
 QJ0311'(SLOPE DISTANCE) FROM THE STATION.
 QJ0311'
 QJ0311'REFERENCE MONUMENT 2 IS A BRONZE DISK, SET IN A CONCRETE POST,
 QJ0311'AT THE
 QJ0311'INTERSECTION OF A FENCE ALONG THE E SIDE OF THE FIELD AND
 QJ0311'A FENCE RUNNING E, S 33
 QJ0311'DEG E, 606.7 FT. (SLOPE DISTANCE) FROM THE
 QJ0311'STATION.
 QJ0311'
 QJ0311'REFERENCE MONUMENT 3 IS A BRONZE DISK, SET IN A CONCRETE POST,
 QJ0311'538 FT. S OF THE
 QJ0311'NW CORNER OF THE FIELD, N 83 DEG W, 488.0 FT. (SLOPE
 QJ0311'DISTANCE) FROM THE STATION.
 QJ0311'
 QJ0311'TO REACH FROM THIRD STREET AND M-68 IN ROGERS CITY, GO W ON
 QJ0311'M-68 FOR 6.2 MI.,
 QJ0311'THEN TURN S INTO LOUIE BRUDERS FARM.
 QJ0311
 QJ0311                          STATION RECOVERY (1956)
 QJ0311
 QJ0311'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0311'THE STATION AND REFERENCE MARK 2 RECOVERED AND FOUND IN GOOD
 QJ0311'CONDITION.  REFERENCE MARKS
 QJ0311'NOS. 1 AND 3 WERE NOT RECOVERED.  A THOROUGH SEARCH WAS MADE FOR
 QJ0311'THESE REFERENCE MARKS BY TURNING
 QJ0311'THE ANGLES AND MEASURING THE DISTANCES TAKEN FROM THE ORIGINAL DATA.
 QJ0311'TWO NEW REFERENCE MARKS, NOS. 4 AND
 QJ0311'5, AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 QJ0311'
 QJ0311'A COMPLETE NEW DESCRIPTION FOLLOWS.
 QJ0311'
 QJ0311'THE STATION IS LOCATED AOUT 5 MILES WEST OF ROGERS CITY NEAR THE
 QJ0311'HIGHEST POINT OF A ROUND
 QJ0311'TOPPED HILL OWNED AND OCCUPIED BY THE ROGERS CITY, RADIO STATION WHAK
 QJ0311'BROADCASTING COMPANY.  IT 119 FEET WEST
 QJ0311'OF THE NORTHWEST CORNER OF THE STUDIO, 77.95 FEET SOUTHEAST
 QJ0311'OF THE WHAK MAST AND 29.5 FEET SOUTH OF A
 QJ0311'WHITE WITNESS POST.  THE MARK IS A STANDARD
 QJ0311'U.S. LAKE SURVEY STATION MARK DISK SET IN AN IRREGULAR MASS
 QJ0311'OF CONCRETE FLUSH WITH THE
 QJ0311'GROUND SURFACE AND STAMPED BRUDER 1904.
 QJ0311'
 QJ0311'TO REACH THE STATION FROM THE POST OFFICE IN ROGERS CITY, GO EAST FOR
 QJ0311'1 BLOCK TO THE JUNCTION WITH
 QJ0311'STATE HIGHWAY 68.  TURN RIGHT AND GO SOUTHWEST ON STAE HIGHWAY 68 FOR
 QJ0311'0.9 MILE TO JUNCTION WITH U.S.
 QJ0311'HIGHWAY 23.  CROSS HIGHWAY 23 AND CONTINUE SOUTH ON STATE
 QJ0311'HIGHWAY 68 FOR 0.3 MILE TO CROSSROAD.  TURN LEFT
 QJ0311'AND GO WEST ON STATE HIGHWAY 68 FOR 4.7
 QJ0311'MILES TO A SIDE ROAD LEFT LEADING UP HILL TO THE WHAK RADIO
 QJ0311'STATION.  TURN LEFT, SOUTH, UP HILL
 QJ0311'FOR 0.2 MILE TO THE RADIO STATION AND STATION JUST WEST OF STUDIO AS
 QJ0311'DESCRIBED.
 QJ0311'
 QJ0311'REFERENCE MARK 2 IS 606.77 FEET SOUTHEAST OF THE STATION, 3 FEET
 QJ0311'SOUTH OF A FENCE CORNER, SET
 QJ0311'IN A CULTIVATED FIELD.  THE MARK IS A STANDARD U.S. LAKE SURVEY
 QJ0311'REFERENCE MARK DISK SET IN THE TOP OF A
 QJ0311'6 INCH CONCRETE POST FLUSH WITH THE GROUND AND STAMPED BRUDER
 QJ0311'NO 2 1904 1940 S.
 QJ0311'
 QJ0311'REFERENCE MARK 4 IS SET ON THE NORTHEAST SLOPE OF THE HILL, ABOUT 4
 QJ0311'FEET LOWER IN ELEVATION THAN
 QJ0311'THE STATION MARK, 63 FEET NORTHEAST OF THE WHITE WITNESS POST.  THE
 QJ0311'MARK PROJECTS ABOUT 4 INCHES AND THE
 QJ0311'DISK IS STAMPED BRUDER USLS NO 4 1956.
 QJ0311'
 QJ0311'REFERENCE MARK 5 IS 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF THE WHITE
 QJ0311'FENCE AROUND THE RADIO MAST AND
 QJ0311'ON ABOUT THE SAME ELEVATION AS THE STATION MARK.  THE MARK PROJECTS
 QJ0311'ABOUT 4 INCHES AND THE DISK IS
 QJ0311'STAMPED BRUDER USLS NO 5 1956.
 QJ0311'
 QJ0311'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 QJ0311'GRAVELED ROAD, 22 FEET SOUTH
 QJ0311'OF THE CENTER OF A DRIVEWAY, 4 FEET EAST OF A FENCE LINE AND 2 FEET
 QJ0311'NORTHEAST OF A WHITE WITNESS POST.
 QJ0311'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QJ0311'BRUDER USLS 1956.
 QJ0311'
 QJ0311'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO STATE HIGHWAY
 QJ0311'68, TURN LEFT AND GO WEST
 QJ0311'ON HIGHWAY FOR 0.35 MILE TO CROSSROAD.  TURN LEFT AND GO SOUTH ON
 QJ0311'GRAVELED ROAD FOR 0.6 MILE TO THE
 QJ0311'MARK ON THE WEST SIDE AS DESCRIBED.
 QJ0311'
 QJ0311'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1574 ***********************************************************************
 RL1574  DESIGNATION -  BRULE
 RL1574  PID         -  RL1574
 RL1574  STATE/COUNTY-  MI/IRON
 RL1574  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL1574
 RL1574                         *CURRENT SURVEY CONTROL
 RL1574  ___________________________________________________________________
 RL1574* NAD 83(1994)-  46 03 21.23696(N)    088 51 10.19593(W)     ADJUSTED  
 RL1574* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 RL1574  ___________________________________________________________________
 RL1574  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 RL1574  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 RL1574
 RL1574  HORZ ORDER  -  FIRST
 RL1574
 RL1574.The horizontal coordinates were established by classical geodetic methods
 RL1574.and adjusted by the National Geodetic Survey in February 1997..
 RL1574
 RL1574.The orthometric height was scaled from a topographic map.
 RL1574
 RL1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1574
 RL1574.The geoid height was determined by GEOID03.
 RL1574
 RL1574;                    North         East     Units Scale Factor Converg.
 RL1574;SPC MI N     -   143,113.504 7,856,643.949   MT  0.99991081   -1 20 21.2
 RL1574;SPC MI N     -   469,532.49 25,776,390.91   iFT  0.99991081   -1 20 21.2
 RL1574;UTM  16      - 5,101,927.158   356,676.345   MT  0.99985253   -1 20 03.5
 RL1574
 RL1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1574!SPC MI N     -   0.99992050  x   0.99991081  =   0.99983131
 RL1574!UTM  16      -   0.99992050  x   0.99985253  =   0.99977304
 RL1574
 RL1574:                Primary Azimuth Mark                     Grid Az
 RL1574:SPC MI N     -  GIBBS                                    042 03 57.6
 RL1574:UTM  16      -  GIBBS                                    042 03 39.9
 RL1574
 RL1574|---------------------------------------------------------------------|
 RL1574| PID    Reference Object                     Distance      Geod. Az  |
 RL1574|                                                           dddmmss.s |
 RL1574| RL1573 GIBBS                               APPROX.18.2 KM 0404336.4 |
 RL1574| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX.19.2 KM 0765620.5 |
 RL1574| RL1571 CASPIAN WIKB RADIO MAST             APPROX.16.6 KM 0863027.9 |
 RL1574| RL1575 BRULE 1954 RM 2                       8.759 METERS 12644     |
 RL1574| CJ2289 BRULE RM 1                           26.115 METERS 22615     |
 RL1574|---------------------------------------------------------------------|
 RL1574
 RL1574                          SUPERSEDED SURVEY CONTROL
 RL1574
 RL1574  NAD 83(1994)-  46 03 21.23708(N)    088 51 10.19576(W) AD(       ) 1
 RL1574  NAD 83(1986)-  46 03 21.23352(N)    088 51 10.18486(W) AD(       ) 1
 RL1574  NAD 27      -  46 03 21.39100(N)    088 51 09.71100(W) AD(       ) 1
 RL1574
 RL1574.Superseded values are not recommended for survey control.
 RL1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1574.See file dsdata.txt to determine how the superseded data were derived.
 RL1574
 RL1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5667601927(NAD 83)
 RL1574_MARKER: DS = TRIANGULATION STATION DISK
 RL1574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1574
 RL1574  HISTORY     - Date     Condition        Report By
 RL1574  HISTORY     - 1954     MONUMENTED       CGS
 RL1574
 RL1574                          STATION DESCRIPTION
 RL1574
 RL1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1574'STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF IRON RIVER,
 RL1574'ABOUT 1 MILE NORTH OF MICHIGAN-WISCONSIN STATE LINE, ABOUT 3
 RL1574'MILES NORTHWEST OF THE VILLAGE OF NELMA, AND AT THE BRULE
 RL1574'U.S.F.S. LOOKOUT TOWER.  STATION IS 10-1/2 FEET WEST OF A
 RL1574'TELEPHONE POLE, 14 FEET NORTHWEST OF THE NORTHWEST LEG OF
 RL1574'LOOKOUT TOWER, AND 12 FEET EAST OF A WITNESS POST.  THE MARK
 RL1574'PROJECTS 3 INCHES AND THE DISK IS STAMPED BRULE 1954.
 RL1574'
 RL1574'REFERENCE MARK NO. 1 IS 30 FEET NORTHWEST OF DRIVEWAY, AND
 RL1574'80 FEET WEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER.  THE MARK
 RL1574'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRULE NO 1 1954.
 RL1574'
 RL1574'REFERENCE MARK NO. 2 IS SET AT THE CENTER OF THE BASE OF LOOKOUT
 RL1574'TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BRULE
 RL1574'NO 2 1954.
 RL1574'
 RL1574'DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS SET.
 RL1574'
 RL1574'A TRAVERSE CONNECTION WAS MADE TO R.M. NO. 2 (BRULE LOOKOUT
 RL1574'TOWER) AND THE DISTANCE IS SHOWN ABOVE.
 RL1574'
 RL1574'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH 0.1
 RL1574'MILE TO INTERSECTION OF U.S. HIGHWAY NO. 2.  TURN LEFT AND
 RL1574'GO WEST ON U.S. HIGHWAY NO. 2 FOR 7.0 MILES TO JUNCTION
 RL1574'COUNTY ROAD NO. 436.  TURN LEFT AND GO SOUTHERLY ON COUNTY
 RL1574'ROAD NO. 436 FOR 8.8 MILES TO SIDE ROAD LEFT AT SIGN BRULE
 RL1574'LAKE 6.  TURN LEFT AND GO SOUTHERLY ON GRAVEL ROAD FOR 6.0
 RL1574'MILES TO A THREE WAY FORK.  TAKE CENTER FORK AND GO 0.7 MILE
 RL1574'TO FORK AND LOCKED GATE IN RIGHT FORK.  TAKE RIGHT FORK AND
 RL1574'GO 1.15 MILES TO BRULE LOOKOUT TOWER AND STATION AS
 RL1574'DESCRIBED.
 RL1574'
 RL1574'NOTE--KEY TO LOCKED GATE CAN BE OBTAINED FROM USFS OFFICE WHICH
 RL1574'IS LOCATED IN THE POST OFFICE BUILDING IN IRON RIVER.
 RL1574'
 RL1574'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1575 ***********************************************************************
 RL1575  DESIGNATION -  BRULE 1954 RM 2
 RL1575  PID         -  RL1575
 RL1575  STATE/COUNTY-  MI/IRON
 RL1575  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL1575
 RL1575                         *CURRENT SURVEY CONTROL
 RL1575  ___________________________________________________________________
 RL1575* NAD 83(1994)-  46 03 21.06731(N)    088 51 09.86936(W)     ADJUSTED  
 RL1575* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 RL1575  ___________________________________________________________________
 RL1575  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 RL1575  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 RL1575
 RL1575  HORZ ORDER  -  SECOND
 RL1575
 RL1575.The horizontal coordinates were established by classical geodetic methods
 RL1575.and adjusted by the National Geodetic Survey in February 1997..
 RL1575
 RL1575.The orthometric height was scaled from a topographic map.
 RL1575
 RL1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1575
 RL1575.The geoid height was determined by GEOID03.
 RL1575
 RL1575;                    North         East     Units Scale Factor Converg.
 RL1575;SPC MI N     -   143,108.104 7,856,650.844   MT  0.99991082   -1 20 20.9
 RL1575;SPC MI N     -   469,514.78 25,776,413.53   iFT  0.99991082   -1 20 20.9
 RL1575;UTM  16      - 5,101,921.759   356,683.240   MT  0.99985250   -1 20 03.2
 RL1575
 RL1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1575!SPC MI N     -   0.99992050  x   0.99991082  =   0.99983132
 RL1575!UTM  16      -   0.99992050  x   0.99985250  =   0.99977301
 RL1575
 RL1575                          SUPERSEDED SURVEY CONTROL
 RL1575
 RL1575  NAD 83(1994)-  46 03 21.06742(N)    088 51 09.86918(W) AD(       ) 2
 RL1575  NAD 83(1986)-  46 03 21.06387(N)    088 51 09.85828(W) AD(       ) 2
 RL1575  NAD 27      -  46 03 21.22200(N)    088 51 09.38400(W) AD(       ) 2
 RL1575
 RL1575.Superseded values are not recommended for survey control.
 RL1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1575.See file dsdata.txt to determine how the superseded data were derived.
 RL1575
 RL1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5668301922(NAD 83)
 RL1575_MARKER: DS = TRIANGULATION STATION DISK
 RL1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1575+STABILITY: SURFACE MOTION
 RL1575
 RL1575  HISTORY     - Date     Condition        Report By
 RL1575  HISTORY     - 1954     MONUMENTED       CGS
 RL1575
 RL1575                          STATION DESCRIPTION
 RL1575
 RL1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1575'STATION IS LOCATED ABOUT 10 MILES WEST-SOUTHWEST OF IRON RIVER,
 RL1575'ABOUT 1 MILE NORTH OF MICHIGAN-WISCONSIN STATE LINE, AND ABOUT
 RL1575'3 MILES NORTHWEST OF THE VILLAGE OF NELMA.  IT IS A U.S. FOREST
 RL1575'SERVICE LOOKOUT TOWER, STEEL CONSTRUCTION, HAS 4 LEGS MOUNTED
 RL1575'ON A CONCRETE FOUNDATION, AND IS ABOUT 120 FEET HIGH.
 RL1575'
 RL1575'* A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RL1575'BRULE TO BRULE R.M. NO. 2 AND THE DISTANCE IS 8.759 METERS OR
 RL1575'28.74 FEET.
 RL1575'
 RL1575'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH FOR 0.1
 RL1575'MILE TO U.S. HIGHWAY NO. 2.  TURN LEFT AND GO WEST ON U.S.
 RL1575'HIGHWAY NO. 2 FOR 7.0 MILES TO JUNCTION OF COUNTY ROAD NO. 436.
 RL1575'TURN LEFT AND GO SOUTHERLY ON COUNTY ROAD NO. 436 FOR 8.8 MILES
 RL1575'TO SIDE ROAD LEFT AT SIGN BRULE LAKE 6.  TURN LEFT AND GO
 RL1575'SOUTHERLY ON GRAVEL ROAD FOR 6.0 MILE TO THREE WAY FORK.  TAKE
 RL1575'CENTER FORK AND GO 0.7 MILE TO FORK AND LOCKED GATE IN RIGHT
 RL1575'FORK.  TAKE RIGHT FORK AND GO 1.15 MILES TO END OF ROAD AND
 RL1575'STATION.
 RL1575'
 RL1575'NOTE--KEY TO LOCKED GATE MAY BE OBTAINED FROM USFS OFFICE WHICH
 RL1575'IS LOCATED IN THE POST OFFICE BUILDING IN IRON RIVER.
 RL1575'
 RL1575'*REFERENCE MARK NO. 2 IS SET UNDERNEATH THE LOOKOUT TOWER AND
 RL1575'AT THE CENTER OF THE BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0166 ***********************************************************************
 RJ0166  DESIGNATION -  BRULEE
 RJ0166  PID         -  RJ0166
 RJ0166  STATE/COUNTY-  MI/MACKINAC
 RJ0166  USGS QUAD   -  HESSEL (1964)
 RJ0166
 RJ0166                         *CURRENT SURVEY CONTROL
 RJ0166  ___________________________________________________________________
 RJ0166* NAD 83(1986)-  46 00 49.     (N)    084 28 03.     (W)     SCALED    
 RJ0166* NAVD 88     -       180.149  (meters)     591.04   (feet)  ADJUSTED  
 RJ0166  ___________________________________________________________________
 RJ0166  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RJ0166  DYNAMIC HT  -         180.156 (meters)     591.06  (feet)  COMP
 RJ0166  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 RJ0166
 RJ0166  VERT ORDER  -  FIRST     CLASS 0
 RJ0166
 RJ0166.The horizontal coordinates were scaled from a topographic map and have
 RJ0166.an estimated accuracy of +/- 6 seconds.
 RJ0166
 RJ0166.The orthometric height was determined by differential leveling
 RJ0166.and adjusted by the National Geodetic Survey in June 1991..
 RJ0166
 RJ0166.The geoid height was determined by GEOID03.
 RJ0166
 RJ0166.The dynamic height is computed by dividing the NAVD 88
 RJ0166.geopotential number by the normal gravity value computed on the
 RJ0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0166.degrees latitude (g = 980.6199 gals.).
 RJ0166
 RJ0166.The modeled gravity was interpolated from observed gravity values.
 RJ0166
 RJ0166;                    North         East    Units  Estimated Accuracy
 RJ0166;SPC MI N     -   139,870.    8,196,080.      MT  (+/- 180 meters Scaled)
 RJ0166
 RJ0166                          SUPERSEDED SURVEY CONTROL
 RJ0166
 RJ0166  NGVD 29 (??/??/92)  180.142  (m)          591.02   (f) ADJ UNCH    1 0
 RJ0166
 RJ0166.Superseded values are not recommended for survey control.
 RJ0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0166.See file dsdata.txt to determine how the superseded data were derived.
 RJ0166
 RJ0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR960986(NAD 83)
 RJ0166_MARKER: B = BOLT
 RJ0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0166_SP_SET: CULVERT
 RJ0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0166
 RJ0166  HISTORY     - Date     Condition        Report By
 RJ0166  HISTORY     - 1972     MONUMENTED       RBNF
 RJ0166  HISTORY     - 1972     GOOD             USLS
 RJ0166  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0166  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0166
 RJ0166                          STATION DESCRIPTION
 RJ0166
 RJ0166'DESCRIBED BY US LAKE SURVEY 1972
 RJ0166'2 MI W FROM HESSEL.
 RJ0166'BRULEE IS IN MACKINAC COUNTY, MICHIGAN, 2.07 MILES WEST OF THE
 RJ0166'INTERSECTION OF 3 MILE ROAD (CO. RD. 130) AND HIGHWAY M-134 AT
 RJ0166'HESSEL, 0.22 MILE WEST OF PT. BURLEE ROAD (CO. RD. 124), 105
 RJ0166'FEET EAST OF PT. BURLEE ROAD SIGN POST, 24.0 FEET WEST OF
 RJ0166'MARKER POST, 0.8 FEET EAST OF WEST EDGE, 0.4 FEET SOUTH OF NORTH
 RJ0166'EDGE OF CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF 7/16-INCH
 RJ0166'DIAMETER BRASS BOLT SET INTO THE CONCRETE CULVERT.
 RJ0166
 RJ0166                          STATION RECOVERY (1983)
 RJ0166
 RJ0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0166'SEARCHED FOR, BUT NOT RECOVERED.
 RJ0166
 RJ0166                          STATION RECOVERY (1995)
 RJ0166
 RJ0166'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0602 ***********************************************************************
 QK0602  DESIGNATION -  BRULEE USLS 1904
 QK0602  PID         -  QK0602
 QK0602  STATE/COUNTY-  MI/MACKINAC
 QK0602  USGS QUAD   -  GOOSE ISLAND (1975)
 QK0602
 QK0602                         *CURRENT SURVEY CONTROL
 QK0602  ___________________________________________________________________
 QK0602* NAD 83(1994)-  45 58 09.60681(N)    084 27 44.25524(W)     ADJUSTED  
 QK0602* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0602  ___________________________________________________________________
 QK0602  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 QK0602  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 QK0602
 QK0602  HORZ ORDER  -  FIRST
 QK0602
 QK0602.The horizontal coordinates were established by classical geodetic methods
 QK0602.and adjusted by the National Geodetic Survey in February 1997..
 QK0602
 QK0602.The orthometric height was scaled from a topographic map.
 QK0602
 QK0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0602
 QK0602.The geoid height was determined by GEOID03.
 QK0602
 QK0602;                    North         East     Units Scale Factor Converg.
 QK0602;SPC MI N     -   134,964.951 8,196,637.985   MT  0.99991796   +1 50 03.2
 QK0602;SPC MI N     -   442,798.40 26,891,856.91   iFT  0.99991796   +1 50 03.2
 QK0602;UTM  16      - 5,093,771.827   696,606.945   MT  1.00007522   +1 49 30.4
 QK0602
 QK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0602!SPC MI N     -   0.99997772  x   0.99991796  =   0.99989568
 QK0602!UTM  16      -   0.99997772  x   1.00007522  =   1.00005293
 QK0602
 QK0602:                Primary Azimuth Mark                     Grid Az
 QK0602:SPC MI N     -  COATS USLS 1904                          111 08 27.1
 QK0602:UTM  16      -  COATS USLS 1904                          111 08 59.9
 QK0602
 QK0602|---------------------------------------------------------------------|
 QK0602| PID    Reference Object                     Distance      Geod. Az  |
 QK0602|                                                           dddmmss.s |
 QK0602| QK0601 COATS USLS 1904                     APPROX. 2.6 KM 1125830.3 |
 QK0602|---------------------------------------------------------------------|
 QK0602
 QK0602                          SUPERSEDED SURVEY CONTROL
 QK0602
 QK0602  NAD 83(1986)-  45 58 09.59842(N)    084 27 44.25306(W) AD(       ) 1
 QK0602  NAD 27      -  45 58 09.55200(N)    084 27 44.11500(W) AD(       ) 1
 QK0602
 QK0602.Superseded values are not recommended for survey control.
 QK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0602.See file dsdata.txt to determine how the superseded data were derived.
 QK0602
 QK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9660793772(NAD 83)
 QK0602
 QK0602  HISTORY     - Date     Condition        Report By
 QK0602  HISTORY     - 1904     MONUMENTED       USLS
 QK0602  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0602  HISTORY     - 1977     GOOD             NGS
 QK0602  HISTORY     - 19950711 GOOD             USPSQD
 QK0602
 QK0602                          STATION DESCRIPTION
 QK0602
 QK0602'DESCRIBED BY US LAKE SURVEY 1904
 QK0602'ON NORTH SHORE OF STRAITS OF MACKINAC, AT WEST ENTRANCE TO LES
 QK0602'CHENEAUX ISLANDS, AT EXTREME END OF
 QK0602'POINT BRULER, AT HIGH-WATER MARK, 38 FEET FROM BRUSH LINE, 90 FEET
 QK0602'SOUTHEAST OF 12-INCH BIRCH TREE
 QK0602'IN GROUP OF FOUR TREES, AND 70.3 FEET FROM FLAT ROCK AT SURFACE
 QK0602'OF GROUND IN EDGE OF WOODS, MARKED WITH
 QK0602'CROSS IN TRIANGLE AND ARROW POINTING
 QK0602'TOWARDS STATION.  TOWN OF HESSEL IS VISIBLE TO NORTH, AND
 QK0602'SMALL ISLAND SOUTH OF ST.
 QK0602'MARTIN ISLAND IS JUST VISIBLE PAST EDGE OF BRUSH.  MARKED BY DRILL
 QK0602'HOLE 1/2 INCH IN DIAMETER AND 2
 QK0602'INCHES DEEP IN FLAT LIMESTONE ROCK 3 FEET IN DIAMETER AND 1 FOOT
 QK0602'HIGH.
 QK0602
 QK0602                          STATION RECOVERY (1964)
 QK0602
 QK0602'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0602'RECOVERED AS DESCRIBED IN 1904 DESCRIPTION.
 QK0602
 QK0602                          STATION RECOVERY (1977)
 QK0602
 QK0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (KO)
 QK0602'STATION RECOVERED, WITH A USLS DISK, STAMPED BRULEE 1904-1961,
 QK0602'APPARENTLY SET IN THE ORIGINAL DRILL HOLE.  A SEARCH OF LAKE
 QK0602'SURVEY RECORDS REVEALED THAT THE DISK WAS PLACED IN THE ORIGINAL
 QK0602'DRILL HOLE IN 1961.  A NEW TO REACH FOLLOWS.
 QK0602'
 QK0602'FROM THE INTERSECTION OF INTERSTATE I-75 AND STATE HIGHWAY M-134
 QK0602'PROCEED EAST ON M-134 APPROXIMATELY 12 MILES TO BRULEE POINT ROAD
 QK0602'ON THE RIGHT (SOUTH).  TURN RIGHT (SOUTH) FOR APPROXIMATELY 2 MILES
 QK0602'TO A GATE ACROSS THE ROAD.  IF THE GATE IS UNLOCKED CONTINUE FOR
 QK0602'APPROXIMATELY 1.5 MILES TO A PRIVATE MARINA.  CONTINUE ON FOOT
 QK0602'PAST THE MARINA FOR APPROXIMATELY 500 YARDS TO THE VICINITY OF
 QK0602'THE STATION.  IF THE STATION IS TO BE REACHED BY BOAT PROCEED TO
 QK0602'THE PRIVATE MARINA MENTIONED ABOVE AND CONTINUE ON FOOT FROM
 QK0602'THERE.  THE MARINA IS LOCATED ON THE WEST SHORE OF BRULEE POINT
 QK0602'JUST NORTH OF THE SOUTHERN MOST POINT OF BRULEE POINT.
 QK0602
 QK0602                          STATION RECOVERY (1995)
 QK0602
 QK0602'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1081 ***********************************************************************
 RJ1081  DESIGNATION -  BRUSH POINT F RNG LT
 RJ1081  PID         -  RJ1081
 RJ1081  STATE/COUNTY-  MI/CHIPPEWA
 RJ1081  USGS QUAD   -  SHALLOWS (1975)
 RJ1081
 RJ1081                         *CURRENT SURVEY CONTROL
 RJ1081  ___________________________________________________________________
 RJ1081* NAD 83(1994)-  46 27 44.46930(N)    084 27 46.81963(W)     ADJUSTED  
 RJ1081* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 RJ1081  ___________________________________________________________________
 RJ1081  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RJ1081  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ1081
 RJ1081  HORZ ORDER  -  THIRD
 RJ1081
 RJ1081.The horizontal coordinates were established by classical geodetic methods
 RJ1081.and adjusted by the National Geodetic Survey in February 1997..
 RJ1081
 RJ1081.The orthometric height was scaled from a topographic map.
 RJ1081
 RJ1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1081
 RJ1081.The geoid height was determined by GEOID03.
 RJ1081
 RJ1081;                    North         East     Units Scale Factor Converg.
 RJ1081;SPC MI N     -   189,731.615 8,194,829.382   MT  0.99990760   +1 50 01.4
 RJ1081;SPC MI N     -   622,479.05 26,885,923.17   iFT  0.99990760   +1 50 01.4
 RJ1081;UTM  16      - 5,148,547.534   694,799.530   MT  1.00006647   +1 50 22.9
 RJ1081
 RJ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1081!SPC MI N     -   0.99997593  x   0.99990760  =   0.99988354
 RJ1081!UTM  16      -   0.99997593  x   1.00006647  =   1.00004240
 RJ1081
 RJ1081                          SUPERSEDED SURVEY CONTROL
 RJ1081
 RJ1081  NAD 83(1986)-  46 27 44.45077(N)    084 27 46.82486(W) AD(       ) 4
 RJ1081  NAD 27      -  46 27 44.37889(N)    084 27 46.65700(W) AD(       ) 3
 RJ1081
 RJ1081.Superseded values are not recommended for survey control.
 RJ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1081.See file dsdata.txt to determine how the superseded data were derived.
 RJ1081
 RJ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9480048548(NAD 83)
 RJ1081_MARKER: 14 = NAVIGATION LIGHT
 RJ1081_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1081
 RJ1081  HISTORY     - Date     Condition        Report By
 RJ1081  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1081  HISTORY     - 19940723 GOOD             USPSQD
 RJ1081
 RJ1081                          STATION DESCRIPTION
 RJ1081
 RJ1081'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1081'THE STATION, BRUSH POINT F RNG LT, IS THE CENTER OF THE GREEN
 RJ1081'LIGHT ATOP THE STRUCTURE.
 RJ1081'
 RJ1081'THE STATION IS LOCATED ON THE NORTHERN END OF A LARGE ISLAND
 RJ1081'WEST OF SAULT SAINT MARIE AT THE MOUTH OF THE SAINT MARYS
 RJ1081'RIVER.
 RJ1081
 RJ1081                          STATION RECOVERY (1994)
 RJ1081
 RJ1081'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1080 ***********************************************************************
 RJ1080  DESIGNATION -  BRUSH POINT R RNG LT
 RJ1080  PID         -  RJ1080
 RJ1080  STATE/COUNTY-  MI/CHIPPEWA
 RJ1080  USGS QUAD   -  SHALLOWS (1975)
 RJ1080
 RJ1080                         *CURRENT SURVEY CONTROL
 RJ1080  ___________________________________________________________________
 RJ1080* NAD 83(1994)-  46 27 49.97185(N)    084 27 19.15736(W)     ADJUSTED  
 RJ1080* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 RJ1080  ___________________________________________________________________
 RJ1080  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RJ1080  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ1080
 RJ1080  HORZ ORDER  -  THIRD
 RJ1080
 RJ1080.The horizontal coordinates were established by classical geodetic methods
 RJ1080.and adjusted by the National Geodetic Survey in February 1997..
 RJ1080
 RJ1080.The orthometric height was scaled from a topographic map.
 RJ1080
 RJ1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1080
 RJ1080.The geoid height was determined by GEOID03.
 RJ1080
 RJ1080;                    North         East     Units Scale Factor Converg.
 RJ1080;SPC MI N     -   189,920.333 8,195,413.819   MT  0.99990768   +1 50 21.4
 RJ1080;SPC MI N     -   623,098.21 26,887,840.61   iFT  0.99990768   +1 50 21.4
 RJ1080;UTM  16      - 5,148,736.343   695,384.041   MT  1.00006927   +1 50 43.2
 RJ1080
 RJ1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1080!SPC MI N     -   0.99997452  x   0.99990768  =   0.99988221
 RJ1080!UTM  16      -   0.99997452  x   1.00006927  =   1.00004379
 RJ1080
 RJ1080                          SUPERSEDED SURVEY CONTROL
 RJ1080
 RJ1080  NAD 83(1986)-  46 27 49.95351(N)    084 27 19.16267(W) AD(       ) 4
 RJ1080  NAD 27      -  46 27 49.88096(N)    084 27 18.99606(W) AD(       ) 3
 RJ1080
 RJ1080.Superseded values are not recommended for survey control.
 RJ1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1080.See file dsdata.txt to determine how the superseded data were derived.
 RJ1080
 RJ1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9538448736(NAD 83)
 RJ1080_MARKER: 14 = NAVIGATION LIGHT
 RJ1080_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1080
 RJ1080  HISTORY     - Date     Condition        Report By
 RJ1080  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1080  HISTORY     - 19940723 GOOD             USPSQD
 RJ1080
 RJ1080                          STATION DESCRIPTION
 RJ1080
 RJ1080'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1080'THE STATION, BRUSH POINT R RNG LT, IS THE CENTER OF THE GREEN
 RJ1080'LIGHT ATOP THE STRUCTURE.
 RJ1080'
 RJ1080'THE STATION IS LOCATED WEST OF SAULT SAINT MARIE AT THE
 RJ1080'MOUTH OF THE SAINT MARYS RIVER ON BRUSH POINT.
 RJ1080
 RJ1080                          STATION RECOVERY (1994)
 RJ1080
 RJ1080'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1316 ***********************************************************************
 RJ1316  DESIGNATION -  BRUSH PT PLC+043
 RJ1316  PID         -  RJ1316
 RJ1316  STATE/COUNTY-  MI/CHIPPEWA
 RJ1316  USGS QUAD   -  SHALLOWS (1975)
 RJ1316
 RJ1316                         *CURRENT SURVEY CONTROL
 RJ1316  ___________________________________________________________________
 RJ1316* NAD 83(1994)-  46 28 12.78925(N)    084 27 19.03823(W)     ADJUSTED  
 RJ1316* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 RJ1316  ___________________________________________________________________
 RJ1316  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 RJ1316  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ1316
 RJ1316  HORZ ORDER  -  SECOND
 RJ1316
 RJ1316.The horizontal coordinates were established by classical geodetic methods
 RJ1316.and adjusted by the National Geodetic Survey in February 1997..
 RJ1316
 RJ1316.The orthometric height was scaled from a topographic map.
 RJ1316
 RJ1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1316
 RJ1316.The geoid height was determined by GEOID03.
 RJ1316
 RJ1316;                    North         East     Units Scale Factor Converg.
 RJ1316;SPC MI N     -   190,624.540 8,195,393.748   MT  0.99990803   +1 50 21.5
 RJ1316;SPC MI N     -   625,408.60 26,887,774.76   iFT  0.99990803   +1 50 21.5
 RJ1316;UTM  16      - 5,149,440.662   695,363.891   MT  1.00006917   +1 50 43.9
 RJ1316
 RJ1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1316!SPC MI N     -   0.99997750  x   0.99990803  =   0.99988553
 RJ1316!UTM  16      -   0.99997750  x   1.00006917  =   1.00004667
 RJ1316
 RJ1316                          SUPERSEDED SURVEY CONTROL
 RJ1316
 RJ1316  NAD 83(1986)-  46 28 12.78064(N)    084 27 19.03415(W) AD(       ) 2
 RJ1316
 RJ1316.Superseded values are not recommended for survey control.
 RJ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1316.See file dsdata.txt to determine how the superseded data were derived.
 RJ1316
 RJ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9536449441(NAD 83)
 RJ1316_MARKER: DS = TRIANGULATION STATION DISK
 RJ1316_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1316+WITH SETTING: INFORMATION.
 RJ1316_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1316
 RJ1316  HISTORY     - Date     Condition        Report By
 RJ1316  HISTORY     - 1988     MONUMENTED       USE
 RJ1316
 RJ1316                          STATION DESCRIPTION
 RJ1316
 RJ1316'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1316'THE STATION IS LOCATED 8.7 KM (5.4 MI) WEST-SOUTHWEST OF SAULT STE
 RJ1316'MARIE, 11.7 KM (7.3 MI) NORTHEAST OF BRIMLEY IN PART OF GOVT LOT 2,
 RJ1316'FRAC SEC 17, T47N-R1W.
 RJ1316'OWNERSHIP---JOHN PHELAN CORPORATION
 RJ1316'
 RJ1316'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1316'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDAN STREET, TURN
 RJ1316'LEFT AND GO SOUTH
 RJ1316'FOR 0.3 KM (0.20 MI) ON MERIDIAN STREET TO INTERSECTION OF
 RJ1316'MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1316'(0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1316'UPRIVER FOR 15 MINUTES ALONG THE ST MARYS RIVER TO BRUSH POINT WHERE
 RJ1316'STATION IS LOCATED.
 RJ1316'
 RJ1316'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---PLC+043
 RJ1316'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO
 RJ1316'AN ALUMINUM ROD DRIVEN INTO THE GROUND. THERE IS AN ECCENTRIC
 RJ1316'STATION SET 15.2 METERS (50 FT) EAST OF THE FIRST STATION IN A MARSHY
 RJ1316'AREA.
 RJ1316'
 RJ1316'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0691 ***********************************************************************
 QK0691  DESIGNATION -  BRUTUS
 QK0691  PID         -  QK0691
 QK0691  STATE/COUNTY-  MI/EMMET
 QK0691  USGS QUAD   -  
 QK0691
 QK0691                         *CURRENT SURVEY CONTROL
 QK0691  ___________________________________________________________________
 QK0691* NAD 83(1994)-  45 29 32.69583(N)    084 48 07.57603(W)     ADJUSTED  
 QK0691* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 QK0691  ___________________________________________________________________
 QK0691  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 QK0691  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QK0691
 QK0691  HORZ ORDER  -  SECOND
 QK0691
 QK0691.The horizontal coordinates were established by classical geodetic methods
 QK0691.and adjusted by the National Geodetic Survey in February 1997..
 QK0691
 QK0691.The orthometric height was scaled from a topographic map.
 QK0691
 QK0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0691
 QK0691.The geoid height was determined by GEOID03.
 QK0691
 QK0691;                    North         East     Units Scale Factor Converg.
 QK0691;SPC MI C     -   241,864.752 5,965,964.029   MT  0.99995861   -0 18 27.3
 QK0691;SPC MI C     -   793,519.53 19,573,372.80   iFT  0.99995861   -0 18 27.3
 QK0691;UTM  16      - 5,040,003.576   671,736.935   MT  0.99996263   +1 34 04.2
 QK0691
 QK0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0691!SPC MI C     -   0.99996037  x   0.99995861  =   0.99991898
 QK0691!UTM  16      -   0.99996037  x   0.99996263  =   0.99992300
 QK0691
 QK0691:                Primary Azimuth Mark                     Grid Az
 QK0691:SPC MI C     -  BRUTUS AZ MK                             074 25 09.5
 QK0691:UTM  16      -  BRUTUS AZ MK                             072 32 38.0
 QK0691
 QK0691|---------------------------------------------------------------------|
 QK0691| PID    Reference Object                     Distance      Geod. Az  |
 QK0691|                                                           dddmmss.s |
 QK0691| CH1762 BRUTUS AZ MK                                       0740642.2 |
 QK0691| CH1764 BRUTUS RM 2                          22.071 METERS 22247     |
 QK0691| CH1763 BRUTUS RM 1                          27.038 METERS 35934     |
 QK0691|---------------------------------------------------------------------|
 QK0691
 QK0691                          SUPERSEDED SURVEY CONTROL
 QK0691
 QK0691  NAD 83(1986)-  45 29 32.69046(N)    084 48 07.57748(W) AD(       ) 2
 QK0691  NAD 27      -  45 29 32.65300(N)    084 48 07.40600(W) AD(       ) 2
 QK0691
 QK0691.Superseded values are not recommended for survey control.
 QK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0691.See file dsdata.txt to determine how the superseded data were derived.
 QK0691
 QK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7173740004(NAD 83)
 QK0691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0691
 QK0691  HISTORY     - Date     Condition        Report By
 QK0691  HISTORY     - 1956     MONUMENTED       CGS
 QK0691  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QK0691  HISTORY     - 1976     GOOD             NGS
 QK0691
 QK0691                          STATION DESCRIPTION
 QK0691
 QK0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0691'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF THE VILLAGE OF
 QK0691'PELLSTON, 4 MILES NORTH OF
 QK0691'ALANSON AND 1 MILE WEST OF THE SMALL VILLAGE OF BRUTUS, ON THE
 QK0691'HIGHEST POINT OF A HEAVILY
 QK0691'TIMBERED RIDGE, NEAR THE WEST END OF A PASTURE AND ON LAND OWNED BY
 QK0691'MR.  TOM CARTER.  IT IS 24 FEET
 QK0691'EAST OF THE CENTER OF A TRACK ROAD, 8 FEET NORTH OF A WHITE
 QK0691'WITNESS POST AND 1 FEET WEST OF A FENCE LINE.
 QK0691'THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0691'BRUTUS 1956.
 QK0691'
 QK0691'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL VILLAGE OF
 QK0691'BRUTUS, GO WEST ON
 QK0691'GRAVELED ROAD (THIS IS ABOUT 1/2 BLOCK SOUTH OF THE POST OFFICE) FOR
 QK0691'0.9 MILE TO A SMALL CHURCH ON THE
 QK0691'RIGHT, NORTH SIDE OF ROAD.  CONTINUE WEST ON GRAVELED ROAD
 QK0691'FOR 0.05 MILE TO A WOODS ROAD LEFT AT FENCE
 QK0691'CORNER.  TURN LEFT AND GO SOUTH ON WOODS
 QK0691'ROAD FOR 0.05 MILE TO THE STATION IN FENCE LINE ON THE LEFT,
 QK0691'EAST SIDE OF ROAD AS
 QK0691'DESCRIBED.
 QK0691'
 QK0691'REFERENCE MARK 1 IS 96 FEET NORTH OF THE WHITE WITNESS POST, 30 FEET
 QK0691'EAST OF THE CENTER OF THE
 QK0691'WOODS ROAD AND 1 FOOT WEST OF FENCE LINE.  THE MARK PROJECTS ABOUT 4
 QK0691'INCHES AND THE DISK IS STAMPED
 QK0691'BRUTUS NO 1 1956.
 QK0691'
 QK0691'REFERENCE MARK 2 IS 68 FEET SOUTHWEST OF THE WHITE WITNESS POST AND
 QK0691'13 FEET SOUTHEAST OF THE CENTER OF
 QK0691'THE WOODS ROAD.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QK0691'STAMPED BRUTUS NO 2 1956.
 QK0691'
 QK0691'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 QK0691'ROAD, 13 FEET EAST OF THE
 QK0691'CENTER OF A DRIVEWAY, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT
 QK0691'NORTH OF A TELEPHONE POLE, ON
 QK0691'ROAD RIGHT-OF-WAY.  THE MARK PROJECTS ABOUT 5 INCHES AND
 QK0691'THE DISK IS STAMPED BRUTUS 1956.
 QK0691'
 QK0691'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH TO GRAVELED
 QK0691'ROAD.  TURN RIGHT AND GO EAST
 QK0691'FOR 0.2 MILE TO THE MARK ON THE LEFT, NORTH SIDE OF ROAD AS
 QK0691'DESCRIBED.
 QK0691'
 QK0691'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0691
 QK0691                          STATION RECOVERY (1962)
 QK0691
 QK0691'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0691'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0691
 QK0691                          STATION RECOVERY (1976)
 QK0691
 QK0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 QK0691'STATION RECOVERED AS DESCRIBED ALONG WITH RM 1 AND 2 AND THE
 QK0691'AZIMUTH MARK.
 QK0691'
 QK0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE WEST OF
 QK0691'VILLAGE OF BRUTUS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0658 ***********************************************************************
 RK0658  DESIGNATION -  BUCHMAN
 RK0658  PID         -  RK0658
 RK0658  STATE/COUNTY-  MI/DELTA
 RK0658  USGS QUAD   -  POPLAR LAKE (1985)
 RK0658
 RK0658                         *CURRENT SURVEY CONTROL
 RK0658  ___________________________________________________________________
 RK0658* NAD 83(1994)-  46 06 25.51132(N)    086 49 48.84813(W)     ADJUSTED  
 RK0658* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 RK0658  ___________________________________________________________________
 RK0658  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 RK0658  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 RK0658
 RK0658  HORZ ORDER  -  THIRD
 RK0658
 RK0658.The horizontal coordinates were established by classical geodetic methods
 RK0658.and adjusted by the National Geodetic Survey in February 1997..
 RK0658
 RK0658.The orthometric height was scaled from a topographic map.
 RK0658
 RK0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0658
 RK0658.The geoid height was determined by GEOID03.
 RK0658
 RK0658;                    North         East     Units Scale Factor Converg.
 RK0658;SPC MI N     -   147,141.210 8,013,123.897   MT  0.99990765   +0 07 21.7
 RK0658;SPC MI N     -   482,746.75 26,289,776.56   iFT  0.99990765   +0 07 21.7
 RK0658;UTM  16      - 5,105,959.653   513,119.868   MT  0.99960212   +0 07 20.4
 RK0658
 RK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0658!SPC MI N     -   0.99996443  x   0.99990765  =   0.99987209
 RK0658!UTM  16      -   0.99996443  x   0.99960212  =   0.99956657
 RK0658
 RK0658|---------------------------------------------------------------------|
 RK0658| PID    Reference Object                     Distance      Geod. Az  |
 RK0658|                                                           dddmmss.s |
 RK0658| RK0682 BUCHMAN RM 1                         17.699 METERS 02336     |
 RK0658| RK0678 BUCHMAN AZ MK 2                     240.840 METERS 25751     |
 RK0658| RK0507 LACLAIRE                            APPROX.19.5 KM 2632326.4 |
 RK0658| RK0657 TT 67 T                              36.267 METERS 26435     |
 RK0658| RK0683 BUCHMAN RM 2                         12.719 METERS 26522     |
 RK0658|---------------------------------------------------------------------|
 RK0658
 RK0658                          SUPERSEDED SURVEY CONTROL
 RK0658
 RK0658  NAD 83(1986)-  46 06 25.50777(N)    086 49 48.84446(W) AD(       ) 3
 RK0658  NAD 27      -  46 06 25.66000(N)    086 49 48.32200(W) AD(       ) 3
 RK0658
 RK0658.Superseded values are not recommended for survey control.
 RK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0658.See file dsdata.txt to determine how the superseded data were derived.
 RK0658
 RK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1312005960(NAD 83)
 RK0658_MARKER: DS = TRIANGULATION STATION DISK
 RK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0658_SP_SET: SQUARE CONCRETE MONUMENT
 RK0658_STAMPING: BUCHMAN 1955
 RK0658_MARK LOGO: CGS   
 RK0658_PROJECTION: PROJECTING 18 CENTIMETERS
 RK0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0658_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0658+STABILITY: POSITION/ELEVATION WELL
 RK0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0658+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1984
 RK0658
 RK0658  HISTORY     - Date     Condition        Report By
 RK0658  HISTORY     - 1955     MONUMENTED       CGS
 RK0658  HISTORY     - 1955     GOOD             CGS
 RK0658  HISTORY     - 19840316 GOOD             NGS
 RK0658  HISTORY     - 19840319 GOOD             NGS
 RK0658
 RK0658                          STATION DESCRIPTION
 RK0658
 RK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0658'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF RAPID RIVER, ABOUT
 RK0658'9 MILES SOUTHEAST OF TRENARY, ABOUT 3.5 MILES SOUTH OF THE
 RK0658'ALGER-DELTA COUNTY LINE, ABOUT 0.75 MILE EAST OF THE WHITEFISH
 RK0658'RIVER ON THE HIGHEST POINT OF A TIMBERED NORTH AND SOUTH RIDGE
 RK0658'WHICH IS ABOUT 0.25 MILE EAST OF THE GRAVEL ROAD AND IN SECTION
 RK0658'20, T. 43 N., R. 20 W.  IT IS ON LAND OWNED BY MR. HARRY BUCHMAN
 RK0658'WHO LIVES IN RAPID RIVER.
 RK0658'
 RK0658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MAIN
 RK0658'STREET IN RAPID RIVER GO EAST ON U.S. HIGHWAY 2 FOR 1.7 MILES TO
 RK0658'FORKS, TAKE THE LEFT FORK AND GO EAST ON BLACKTOP ROAD FOR 0.7 MILE
 RK0658'TO LEFT, TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 8.1 MILES TO
 RK0658'FORKS, TAKE THE LEFT FORK AND GO NORTHERLY ON THE MAIN GRAVEL ROAD
 RK0658'FOR 5.8 MILES TO A TRACK ROAD RIGHT AND A SMALL SIGN (PINE POINT).
 RK0658'CONTINUE NORTH ON THE MAIN GRAVEL ROAD FOR 0.3 MILE TO A SIDE ROAD
 RK0658'LEFT JUST AFTER PASSING TWO CABINS ON THE LEFT, CONTINUE NORTH ON
 RK0658'THE MAIN GRAVEL ROAD FOR 1.05 MILES TO A TRACK ROAD RIGHT AT A
 RK0658'SMALL GRASSY OPENING, TURN RIGHT AND GO APPROXIMATELY 100 YARDS
 RK0658'EAST TO A TRACK ROAD INTO THE WOODS JUST NORTH OF A CABIN, FOLLOW
 RK0658'THE TRACK ROAD NORTH THEN EAST AND THEN BACK SOUTH FOR ABOUT
 RK0658'0.35 MILE TO THE END OF THE ROAD ON THE WEST SIDE OF RIDGE, TURN
 RK0658'LEFT AND GO SOUTHEAST FOR APPROXIMATELY 100 YARDS TO THE TOP OF
 RK0658'RIDGE AND THE STATION.
 RK0658'
 RK0658'STATION MARK, A STANDARD DISK, STAMPED BUCHMAN 1955, IS SET IN A
 RK0658'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 30 FEET NORTHEAST
 RK0658'OF A BEECH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE, 28
 RK0658'FEET WEST OF A BEECH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 RK0658'SIDE AND 2 FEET NORTH OF A WHITE WITNESS POST.
 RK0658'
 RK0658'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED BUCHMAN NO 1 1955, IS
 RK0658'SET IN A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 RK0658'APPROXIMATELY 2 FEET LOWER THAN THE STATION AND AT THE NORTH SIDE
 RK0658'OF A SMALL CLEARED AREA.
 RK0658'
 RK0658'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED BUCHMAN NO 2 1955, IS
 RK0658'SET IN A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 8 FEET
 RK0658'SOUTHWEST OF A BEECH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 RK0658'SIDE AND APPROXIMATELY 6 FEET LOWER THAN THE STATION.
 RK0658'
 RK0658'U.S. GEOLOGICAL SURVEY BENCH MARK, A STANDARD BRONZE DISK, STAMPED
 RK0658'TT 67 T 1954, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 RK0658'WHICH PROJECTS 6 INCHES.  IT IS 7 FEET NORTH OF A 10 INCH TREE WITH
 RK0658'BM PAINTED ON IT AND AT THE SUMMIT OF THE NORTH END OF THE RIDGE.
 RK0658'
 RK0658'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RK0658'
 RK0658'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0658
 RK0658                          STATION RECOVERY (1955)
 RK0658
 RK0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 RK0658'RECOVERED IN GOOD CONDITION.
 RK0658
 RK0658                          STATION RECOVERY (1984)
 RK0658
 RK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RK0658'BUCHMAN 1955 LOCATED IN QUAD. 460863, ABOUT 22.53 KM (14.00 MI)
 RK0658'NORTHEAST OF RAPID RIVER, ABOUT 14.48 KM (9.00 MI) SOUTHEAST OF
 RK0658'TRENARY, ABOUT 5.63 KM (3.50 MI) SOUTH OF THE ALGER-DELTA COUNTY
 RK0658'LINE, ABOUT 1.21 KM (0.75 MI) EAST OF THE WHITEFISH RIVER ON THE
 RK0658'HIGHEST POINT OF A TIMBERED NORTH-SOUTH RIDGE WHICH IS ABOUT 0.40 KM
 RK0658'(0.25 MI) EAST OF COUNTY ROUTE 509, IN SECTION 20, T 43 N, R 20 W AND
 RK0658'ON PROPERTY NOW OWNED BY MR. WILLIAM C. WILTON, 6709 STAK ROAD, NORTH
 RK0658'STREET, MICHIGAN 48049, (PHONE (313) 786-5419).
 RK0658'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT THE WEST SIDE
 RK0658'OF RAPID RIVER, GO NORTH ON HIGHWAY 41 FOR 18.31 KM (11.38 MI) TO THE
 RK0658'SMALL VILLAGE OF OSIER AND A SIDE ROAD RIGHT, 38TH ROAD.  TURN RIGHT
 RK0658'AND GO EAST ON 38TH ROAD FOR 12.31 KM (7.65 MI) , CROSSING BOTH THE
 RK0658'WEST AND EAST BRANCH OF THE WHITEFISH RIVER TO ITS JUNCTION WITH
 RK0658'COUNTY ROUTE 509 AND THE END OF 38TH ROAD.  TURN LEFT AND GO NORTH ON
 RK0658'HIGHWAY 509 FOR 1.77 KM (1.10 MI) TO A WOODS ROAD RIGHT LEADING BY A
 RK0658'CABIN.  TURN RIGHT AND GO APPROXIMATELY 91.44 M (300.00 FT) EAST AND
 RK0658'THEN BACK SOUTH FOR ABOUT 0.57 KM (0.35 MI) TO THE END OF THE ROAD ON
 RK0658'THE WEST SIDE OF RIDGE.  TURN LEFT AND GO SOUTHEAST FOR APPROXIMATELY
 RK0658'91.44 M (300.00 FT) TO THE TOP OF RIDGE AND THE STATION.  WHEN THIS
 RK0658'STATION WAS RECOVERED I WENT IN BY SNOW-MOBILE AND SNOWSHOES FROM THE
 RK0658'WOODS ROAD RIGHT LEADING BY CABIN.
 RK0658'STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.  LOCATED 118.967
 RK0658'FT (36.261 M) EAST-NORTHEAST OF STATION TT 67 T USGS 1955, 12.719 M
 RK0658'(41.729 FT) EAST-NORTHEAST OF STATION BUCHMAN NO 2 1955, 17.669 M
 RK0658'(57.969 FT) SOUTH OF STATION BUCHMAN NO 1 1955, 9.14 M (29.99 FT)
 RK0658'NORTHEAST FROM A BEECH TREE, 8.53 M (27.99 FT) WEST FROM A BEECH TREE,
 RK0658'0.61 M (2.00 FT) NORTH FROM A 4 X 4 INCH WHITE WOODEN WITNESS POST
 RK0658'AND 0.61 M (2.00 FT) SOUTH FROM A CARSONITE WITNESS POST.
 RK0658'A TRAVERSE CONNECTION WAS MADE TO THE BUCHMAN 1955 AZ MK 2 1984 USING
 RK0658'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 RK0658'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RK0658'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 RK0658
 RK0658                          STATION RECOVERY (1984)
 RK0658
 RK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 RK0658'THE STATION MARK REFERENCE MARK 1 AND 2 AND TT 67 T USGS 1955 USED AS
 RK0658'A REFERENCE MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND
 RK0658'DIRECTION TO TT 67 T AND REFERENCE MARK 2 COMPARED WITH 1955 DATA.
 RK0658'REFERENCE MARK 1 WAS FOUND TO BE SHORTER BY 0.028 METER (0.092 FT) AND
 RK0658'THE ANGLE BETWEEN TT 67 T AND REFERENCE MARK 1 DIFFFERED BY 2 MINUTES
 RK0658'06.03 SECONDS.  THE ANGLE BETWEEN REFERENCE MARK 1 AND 2 COMPARED WITH
 RK0658'THE 1955 DATA.  A NEW AND COMPLETE DESCRIPTION FOLLOWS. THE STATION
 RK0658'IS LOCATED ABOUT 14 MILES (22.5 KM) NORTHWEST OF RAPID RIVER ABOUT 9
 RK0658'MILES (14.5 KM) SOUTHEAST OF TRENARY ABOUT 3.5 MILES (5.6 KM) SOUTH OF
 RK0658'THE ALGER-DELTA COUNTY LINE ABOUT 0.75 MILE (1.21 KM) EAST OF THE
 RK0658'WHITEFISH RIVER ON THE HIGHEST POINT OF A TIMBER NORTH AND SOUTH RIDGE
 RK0658'WHICH IS ABOUT 0.25 MILE (0.40 KM) EAST OF COUNTY ROUTE 509 GRAVELED
 RK0658'ROAD IN SECTION 20 T 43 N. R 20 W AND ON PROPERTY NOW OWNED BY MR
 RK0658'WILLIAM C WILTON 6709 STAK ROAD NORTH STREET  MICHIGAN 48049 TO REACH
 RK0658'THE STATION FROM THE JUNCTION OF U.S HIGHWAY 2 AND 41 AT THE WEST SIDE
 RK0658'OF RAPID RIVER GO NORTH ON HIGHWAY 41 FOR 11.3 MILES (18.2 KM) TO THE
 RK0658'SMALL VILLAGE OF OSIER AND A SIDE ROAD RIGHT  38TH RD.  TURN RIGHT AND
 RK0658'GO EAST ON 38TH RD FOR 7.6 MILES  (12.2 KM) CROSSING BOTH THE WEST AND
 RK0658'EAST BRANCH OF THE WHITEFISH RIVER TO ITS JUNCTION WITH COUNTY ROUTE
 RK0658'509 AND THE END OF 38TH RD.  TURN LEFT AND GO NORTH ON HIGHWAY 509 FOR
 RK0658'1.1 MILE (1.8 KM) TO A WOODS ROAD RIGHT LEADING BY A CABIN.  TURN
 RK0658'RIGHT AND GO APPROXIMATELY 100 YARDS EAST AND THEN BACK SOUTH FOR
 RK0658'ABOUT 0.35 MILE (0.56 KM) TO THE END OF THE ROAD ON THE WEST SIDE OF
 RK0658'RIDGE TURN LEFT AND GO SOUTHEAST FOR APPROXIMATELY 100 YARDS TO THE
 RK0658'TOP OF RIDGE AND THE STATION.
 RK0658' 
 RK0658'THE STATION IS A STANDARD CGS DISK STAMPED--BUCHMAN 1955--,  SET INTO
 RK0658'THE TOP OF A SQUARE CONCRETE MONUMENT, 10 IMCHES (30 CM) IN DIAMETER,
 RK0658'PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 RK0658'9.14 METERS (29.99 FT) NORTHEAST FROM A BEECH TREE, 8.53 METERS (27.99
 RK0658'FT) WEST FROM A BEECH TREE, 0.61 METERS (2.00 FT) NORTH FROM A 4 X 4
 RK0658'INCH WHITE WOODEN WITNESS POST AND 0.61 METERS (2.00 FT) SOUTH FROM A
 RK0658'WITNESS POST.
 RK0658' 
 RK0658'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--BUCHMAN NO 1
 RK0658'1955--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 RK0658'(30 CM) IN DIAMETER, PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.
 RK0658'THE STATION IS LOCATED 0.6 METERS (2.0 FT) LOWER THAN THE STATION.
 RK0658' 
 RK0658'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--BUCHMAN NO 2
 RK0658'1955--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 INCHES
 RK0658'(30 CM) IN DIAMETER PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.
 RK0658'THE STATION IS LOCATED 2.44 METERS (8.01 FT) SOUTHWEST FROM A BEECH
 RK0658'TREE AND 1.8 METERS (5.9 FT) LOWER THAN THE STATION.
 RK0658' 
 RK0658'REFERENCE MARK NO 3 IS A STANDARD USGS DISK STAMPED--TT 67 T 1954--,
 RK0658'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 6 INCHS (18 CM) IN
 RK0658'DIAMETER PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.  THE STATION
 RK0658'IS LOCATED 2.13 METERS (6.99 FT) NORTH FROM A 10 INCH TREE WITH BM
 RK0658'PRINTED ON IT AND AT THE SUMMIT OF THE NORTH END OF THE RIDGE AND
 RK0658'1.8 METERS (5.9 FT) LOWER THAN THE STATION.
 RK0658' 
 RK0658'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--BUCHMAN
 RK0658'1955 1984--, SET INTO THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT,
 RK0658'PROJECTING 6 INCHES ABOVE THE GROUND.  IT IS 115.0 FT (35.1 M) EAST
 RK0658'FROM THE SOUTHEAST CORNER OF CABIN, 41.0 FT (12.5 M) NORTHWEST FROM A
 RK0658'18 INCH BEECH TREE 11.278 METERS (37.01 FT) EAST-NORTHEAST FROM THE
 RK0658'NORTHEAST CORNER OF A SMALL PRIVY (ONE HOLER) 12.0 FT (3.7 M) FROM A
 RK0658'10 INCH RED MAPLE TREE  4.0 FT (1.2 M) METERS NORTH FROM A WITNESS
 RK0658'POST AND 4.0 FT (1.2 M) SOUTH FROM A WITNESS POST. A TRAVERSE
 RK0658'CONNECTION WAS MADE TO BUCHMAN 1955 USING ELECTRONIC DISTANCE
 RK0658'MEASURING EQUIPMENT.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 RK0658'0.24 KM EAST TO THE FIRST KNOLL ON EAST SIDE OF CABIN AND THE MARK AS
 RK0658'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0678 ***********************************************************************
 RK0678  DESIGNATION -  BUCHMAN AZ MK 2
 RK0678  PID         -  RK0678
 RK0678  STATE/COUNTY-  MI/DELTA
 RK0678  USGS QUAD   -  POPLAR LAKE (1985)
 RK0678
 RK0678                         *CURRENT SURVEY CONTROL
 RK0678  ___________________________________________________________________
 RK0678* NAD 83(1994)-  46 06 23.87042(N)    086 49 59.81152(W)     ADJUSTED  
 RK0678* NAVD 88     -       231.8    (meters)     760.     (feet)  VERTCON   
 RK0678  ___________________________________________________________________
 RK0678  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 RK0678  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RK0678
 RK0678  HORZ ORDER  -  THIRD
 RK0678
 RK0678.The horizontal coordinates were established by classical geodetic methods
 RK0678.and adjusted by the National Geodetic Survey in February 1997..
 RK0678
 RK0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0678
 RK0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0678
 RK0678.The geoid height was determined by GEOID03.
 RK0678
 RK0678;                    North         East     Units Scale Factor Converg.
 RK0678;SPC MI N     -   147,090.051 8,012,888.575   MT  0.99990768   +0 07 13.8
 RK0678;SPC MI N     -   482,578.91 26,289,004.51   iFT  0.99990768   +0 07 13.8
 RK0678;UTM  16      - 5,105,908.511   512,884.618   MT  0.99960204   +0 07 12.5
 RK0678
 RK0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0678!SPC MI N     -   0.99996917  x   0.99990768  =   0.99987685
 RK0678!UTM  16      -   0.99996917  x   0.99960204  =   0.99957122
 RK0678
 RK0678                          SUPERSEDED SURVEY CONTROL
 RK0678
 RK0678  NAD 83(1986)-  46 06 23.86687(N)    086 49 59.80786(W) AD(       ) 3
 RK0678  NGVD 29 (04/09/92)  231.8    (m)          760.     (f) VERT ANG       
 RK0678
 RK0678.Superseded values are not recommended for survey control.
 RK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0678.See file dsdata.txt to determine how the superseded data were derived.
 RK0678
 RK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1288505909(NAD 83)
 RK0678_MARKER: DZ = AZIMUTH MARK DISK
 RK0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0678_SP_SET: CONCRETE POST
 RK0678_STAMPING: BUCHMAN 1955 1984
 RK0678_MARK LOGO: NGS   
 RK0678_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0678+STABILITY: SURFACE MOTION
 RK0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0678+SATELLITE: SATELLITE OBSERVATIONS - 1984
 RK0678
 RK0678  HISTORY     - Date     Condition        Report By
 RK0678  HISTORY     - 1984     MONUMENTED       NGS
 RK0678
 RK0678                          STATION DESCRIPTION
 RK0678
 RK0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RK0678'THE STATION IS LOCATED IN QUAD. 460863, ABOUT 22.53 KM (14.00 MI)
 RK0678'NORTHEAST OF RAPID RIVER, ABOUT 14.48 KM (9.00 MI) SOUTHEAST OF
 RK0678'TRENARY, ABOUT 5.63 KM (3.50 MI) SOUTH OF THE ALGER-DELTA COUNTY
 RK0678'LINE, ABOUT 1.21 KM (0.75 MI) EAST OF THE WHITEFISH RIVER ON THE
 RK0678'HIGHEST POINT OF A TIMBERED NORTH-SOUTH RIDGE WHICH IS ABOUT 0.40 KM
 RK0678'(0.25 MI) EAST OF COUNTY ROUTE 509, IN SEC 20, T 43 N, R 20 W AND ON
 RK0678'PROPERTY NOW OWNED BY MR. WILLIAM C. WILTON, 6709 STAK ROAD, NORTH
 RK0678'STREET, MICHIGAN 48049, (PHONE (313) 786-5419).
 RK0678'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT THE WEST SIDE
 RK0678'OF RAPID RIVER, GO NORTH ON HIGHWAY 41 FOR 18.31 KM (11.38 MI) TO THE
 RK0678'SMALL VILLAGE OF OSIER AND A SIDE ROAD RIGHT, 38TH ROAD.  TURN RIGHT
 RK0678'AND GO EAST ON 38TH ROAD FOR 12.31 KM (7.65 MI) , CROSSING BOTH THE
 RK0678'WEST AND EAST BRANCH OF THE WHITEFISH RIVER TO ITS JUNCTION WITH
 RK0678'COUNTY ROUTE 509 AND THE END OF 38TH ROAD.  TURN LEFT AND GO NORTH ON
 RK0678'HIGHWAY 509 FOR 1.77 KM (1.10 MI) TO A WOODS ROAD RIGHT LEADING BY A
 RK0678'CABIN.  TURN RIGHT  AND GO APPROXIMATELY 91.44 M (300.00 FT) EAST TO
 RK0678'THE FIRST KNOLL EAST OF CABIN.  WHEN THIS STATION WAS SET, I WENT IN
 RK0678'BY SNOW-MOBILE AND SNOWSHOES FROM THE WOODS ROAD RIGHT LEADING TO
 RK0678'CABIN.
 RK0678'STATION PROJECTS 0.18 M (0.59 FT) ABOVE THE GROUND.  LOCATED
 RK0678'APPROXIMATELY 0.24 KM (0.15 MI) SOUTHWEST OF BUCHMAN 1955 ON THE
 RK0678'FIRST KNOLL EAST OF THE CABIN, 35.052 M (115.000 FT) EAST FROM THE
 RK0678'SOUTHEAST CORNER OF CABIN, 12.497 M (41.001 FT) NORTHWEST FROM A 18
 RK0678'INCH BEECH TREE, 11.278 M (37.001 FT) EAST-NORTHEAST FROM THE
 RK0678'NORTHEAST CORNER OF A SMALL PRIVY, (ONE HOLER), 3.658 M (12.001 FT)
 RK0678'SOUTHWEST FROM A 10 INCH RED MAPLE TREE, 1.219 M (3.999 FT) NORTH FROM
 RK0678'A CARSONITE WITNESS POST AND 1.219 M (3.999 FT) SOUTH FROM A
 RK0678'CARSONITE WITNESS POST.
 RK0678'A TRAVERSE CONNECTION WAS MADE TO STATION BUCHMAN 1955 USING
 RK0678'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 RK0678'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 RK0678'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0547 ***********************************************************************
 QL0547  DESIGNATION -  BUCK
 QL0547  PID         -  QL0547
 QL0547  STATE/COUNTY-  MI/MENOMINEE
 QL0547  USGS QUAD   -  RESORT LAKE (1982)
 QL0547
 QL0547                         *CURRENT SURVEY CONTROL
 QL0547  ___________________________________________________________________
 QL0547* NAD 83(1994)-  45 25 52.74551(N)    087 50 04.09089(W)     ADJUSTED  
 QL0547* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 QL0547  ___________________________________________________________________
 QL0547  LAPLACE CORR-          -5.66  (seconds)                    DEFLEC99
 QL0547  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 QL0547
 QL0547  HORZ ORDER  -  THIRD
 QL0547
 QL0547.The horizontal coordinates were established by classical geodetic methods
 QL0547.and adjusted by the National Geodetic Survey in February 1997..
 QL0547
 QL0547.The orthometric height was scaled from a topographic map.
 QL0547
 QL0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0547
 QL0547.The geoid height was determined by GEOID03.
 QL0547
 QL0547;                    North         East     Units Scale Factor Converg.
 QL0547;SPC MI N     -    72,365.213 7,934,700.575   MT  1.00001298   -0 36 11.3
 QL0547;SPC MI N     -   237,418.68 26,032,482.20   iFT  1.00001298   -0 36 11.3
 QL0547;SPC WI C     -   179,831.586   769,437.134   MT  0.99998764   +1 31 40.6
 QL0547;SPC WI C     -   589,997.46  2,524,395.00   sFT  0.99998764   +1 31 40.6
 QL0547;UTM  16      - 5,031,204.844   434,726.367   MT  0.99965238   -0 35 40.2
 QL0547
 QL0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0547!SPC MI N     -   0.99996881  x   1.00001298  =   0.99998179
 QL0547!SPC WI C     -   0.99996881  x   0.99998764  =   0.99995645
 QL0547!UTM  16      -   0.99996881  x   0.99965238  =   0.99962120
 QL0547
 QL0547|---------------------------------------------------------------------|
 QL0547| PID    Reference Object                     Distance      Geod. Az  |
 QL0547|                                                           dddmmss.s |
 QL0547| CJ4353 BUCK RM 1                            15.329 METERS 10844     |
 QL0547| CJ4354 BUCK RM 2                            14.693 METERS 24556     |
 QL0547| CJ4352 BUCK AZ MK                                         2661430.1 |
 QL0547|---------------------------------------------------------------------|
 QL0547
 QL0547                          SUPERSEDED SURVEY CONTROL
 QL0547
 QL0547  NAD 83(1994)-  45 25 52.74554(N)    087 50 04.09092(W) AD(       ) 3
 QL0547  NAD 83(1986)-  45 25 52.74642(N)    087 50 04.09277(W) AD(       ) 3
 QL0547  NAD 27      -  45 25 52.85400(N)    087 50 03.69100(W) AD(       ) 3
 QL0547
 QL0547.Superseded values are not recommended for survey control.
 QL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0547.See file dsdata.txt to determine how the superseded data were derived.
 QL0547
 QL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3472631205(NAD 83)
 QL0547_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0547
 QL0547  HISTORY     - Date     Condition        Report By
 QL0547  HISTORY     - 1954     MONUMENTED       CGS
 QL0547
 QL0547                          STATION DESCRIPTION
 QL0547
 QL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0547'THE STATION LOCATED ABOUT 12.5 MILES WEST OF STEPHENSON, 1.0 MILES
 QL0547'EAST OF THE MENOMINEE
 QL0547'RIVER, ON LONE PROMINENT HILL KNOWN LOCALLY AS BUCK HILL.  THE
 QL0547'STATION, STAMPED BUCK 1954 IS
 QL0547'5 FEET SOUTHWEST OF A WITNESS POST AT THE TOP OF A TOBOGGAN
 QL0547'SLIDE.
 QL0547'
 QL0547'REFERENCE MARK NO. 1, STAMPED BUCK NO 1 1954 PROJECTS 3 INCHES.
 QL0547'
 QL0547'REFERENCE MARK NO. 2, STAMPED BUCK NO 2 1954 PROJECTS 3 INCHES.
 QL0547'
 QL0547'THE AZIMUTH MARK, STAMPED BUCK 1954 IS 19 FEET NORTH OF THE
 QL0547'CENTERLINE OF THE HIGHWAY,
 QL0547'2 FEET EAST-SOUTHEAST OF A WITNESS POST AND PROJECTS 6 INCHES.
 QL0547'
 QL0547'TO REACH FROM AMBERG, WISCONSIN, GO SOUTHERLY ON U.S. 141 FOR .6 MILE
 QL0547'TO JUNCTION OF COUNTY K, TURN
 QL0547'LEFT AND GO EASTERLY ON COUNTY K FOR 6.3 MILES TO A T INTERSECTION,
 QL0547'TURN LEFT ON MAIN TRAVELED GRAVEL
 QL0547'ROAD AND CONTINUE ON COUNTY K FOR 3.3 MILES TO A
 QL0547'BRIDGE OVER THE MENOMINEE RIVER, CONTINUE ON PAVED
 QL0547'ROAD FOR 2.1 MILES TO END OF
 QL0547'PAVEMENT, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR .2 MILE TO A
 QL0547'SIDE ROAD RIGHT, TURN RIGHT AND
 QL0547'GO WESTERLY AND THEN SOUTHERLY ON A GRAVEL ROAD FOR 1.4 MILES TO A
 QL0547'POWER PLANT ON RIGHT, CONTINUE ON
 QL0547'MAIN GRAVEL ROAD FOR 4.9 MILES TO A SIDE ROAD LEFT
 QL0547'JUST AFTER REACHING PAVEMENT, TURN LEFT AND GO .05
 QL0547'MILE TO AZIMUTH MARK ON LEFT
 QL0547'CONTINUE FOR .5 MILE TO A TRIANGULAR BLAZED TREE ON RIGHT, TURN RIGHT
 QL0547'ON TRACK ROAD AND GO .1 MILE TO
 QL0547'FOOT OF TOBOGGAN SLIDE, PROCEED UP HILL TO TOP OF SLIDE AND STATION.
 QL0547'
 QL0547'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0612 ***********************************************************************
 RK0612  DESIGNATION -  BUCK HILL LOOKOUT TOWER
 RK0612  PID         -  RK0612
 RK0612  STATE/COUNTY-  MI/ALGER
 RK0612  USGS QUAD   -  
 RK0612
 RK0612                         *CURRENT SURVEY CONTROL
 RK0612  ___________________________________________________________________
 RK0612* NAD 83(1994)-  46 31 12.70432(N)    086 21 46.73192(W)     ADJUSTED  
 RK0612* NAVD 88     -                                                        
 RK0612  ___________________________________________________________________
 RK0612  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 RK0612  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 RK0612
 RK0612  HORZ ORDER  -  THIRD
 RK0612
 RK0612.The horizontal coordinates were established by classical geodetic methods
 RK0612.and adjusted by the National Geodetic Survey in February 1997..
 RK0612
 RK0612
 RK0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0612
 RK0612.The geoid height was determined by GEOID03.
 RK0612
 RK0612;                    North         East     Units Scale Factor Converg.
 RK0612;SPC MI N     -   193,239.346 8,048,876.250   MT  0.99991122   +0 27 37.6
 RK0612;SPC MI N     -   633,987.36 26,407,074.31   iFT  0.99991122   +0 27 37.6
 RK0612;UTM  16      - 5,152,044.535   548,861.511   MT  0.99962935   +0 27 44.1
 RK0612
 RK0612                          SUPERSEDED SURVEY CONTROL
 RK0612
 RK0612  NAD 83(1986)-  46 31 12.69925(N)    086 21 46.72906(W) AD(       ) 4
 RK0612  NAD 27      -  46 31 12.85049(N)    086 21 46.12849(W) AD(       ) 3
 RK0612
 RK0612.Superseded values are not recommended for survey control.
 RK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0612.See file dsdata.txt to determine how the superseded data were derived.
 RK0612
 RK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4886252045(NAD 83)
 RK0612_MARKER: 57 = LOOKOUT TOWER
 RK0612_MARK LOGO: CGS   
 RK0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0612+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RK0612
 RK0612  HISTORY     - Date     Condition        Report By
 RK0612  HISTORY     - 1965     FIRST OBSERVED   CGS
 RK0612  HISTORY     - 19960605 GOOD             MI-003
 RK0612  HISTORY     - 20040608 GOOD             GEOCAC
 RK0612
 RK0612                          STATION DESCRIPTION
 RK0612
 RK0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0612'STATION IS THE CENTER OF AN ENCLOSED OBSERVING CABIN WITH SILVER
 RK0612'SIDES AND GREEN ROOF, AT THE TOP OF A 4-LEG UNPAINTED STEEL TOWER.
 RK0612'THE HEIGHT FROM GROUND TO PEAK OF ROOF IS 85 FEET.
 RK0612'
 RK0612'STATION IS LOCATED ABOUT 5 MILES NE OF MELSTRAND, IN SECTION 31,
 RK0612'T48N, R16W.  IT IS 0.1 MILE WEST OF ALGER COUNTY ROAD 637, ON A
 RK0612'DIRT ROAD MARKED BUCK HILL TOWER.  STATION IS OWNED AND OPERATED
 RK0612'BY THE MICHIGAN CONSERVATION DEPARTMENT.
 RK0612
 RK0612                          STATION RECOVERY (1996)
 RK0612
 RK0612'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0612'STATION WAS RECOVERED AS DESCRIBED.  STATION IS THE CENTER OF AN
 RK0612'ENCLOSED OBSERVING CABIN WITH SILVER SIDES AND GREEN ROOF, AT THE TOP
 RK0612'OF A 4-LEG UNPAINTED STEEL TOWER.  THE HEIGHT FROM GROUND TO PEAK OF
 RK0612'ROOF IS 85 FEET.  (25.9 M) DESCRIPTION BY CGS, 1965. STATION WAS
 RK0612'RECOVERED AS DESCRIBED.
 RK0612
 RK0612                          STATION RECOVERY (2004)
 RK0612
 RK0612'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RK0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0652 ***********************************************************************
 RK0652  DESIGNATION -  BUCKHORN
 RK0652  PID         -  RK0652
 RK0652  STATE/COUNTY-  MI/ALGER
 RK0652  USGS QUAD   -  TIE LAKE (1985)
 RK0652
 RK0652                         *CURRENT SURVEY CONTROL
 RK0652  ___________________________________________________________________
 RK0652* NAD 83(1994)-  46 09 49.87380(N)    086 41 27.17065(W)     ADJUSTED  
 RK0652* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 RK0652  ___________________________________________________________________
 RK0652  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 RK0652  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 RK0652
 RK0652  HORZ ORDER  -  SECOND
 RK0652
 RK0652.The horizontal coordinates were established by classical geodetic methods
 RK0652.and adjusted by the National Geodetic Survey in February 1997..
 RK0652
 RK0652.The orthometric height was scaled from a topographic map.
 RK0652
 RK0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0652
 RK0652.The geoid height was determined by GEOID03.
 RK0652
 RK0652;                    North         East     Units Scale Factor Converg.
 RK0652;SPC MI N     -   153,483.028 8,023,872.291   MT  0.99990507   +0 13 24.3
 RK0652;SPC MI N     -   503,553.24 26,325,040.32   iFT  0.99990507   +0 13 24.3
 RK0652;UTM  16      - 5,112,299.476   523,865.063   MT  0.99960700   +0 13 22.7
 RK0652
 RK0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0652!SPC MI N     -   0.99996395  x   0.99990507  =   0.99986903
 RK0652!UTM  16      -   0.99996395  x   0.99960700  =   0.99957097
 RK0652
 RK0652:                Primary Azimuth Mark                     Grid Az
 RK0652:SPC MI N     -  TIE HILL LOOKOUT TOWER                   071 43 11.1
 RK0652:UTM  16      -  TIE HILL LOOKOUT TOWER                   071 43 12.7
 RK0652
 RK0652|---------------------------------------------------------------------|
 RK0652| PID    Reference Object                     Distance      Geod. Az  |
 RK0652|                                                           dddmmss.s |
 RK0652| RK0653 TIE HILL LOOKOUT TOWER              APPROX. 5.2 KM 0715635.4 |
 RK0652| CH1769 BUCKHORN RM 1                        18.453 METERS 17832     |
 RK0652| RK0651 BUCKHORN LOOKOUT TOWER 1955           4.929 METERS 18424     |
 RK0652| CH1768 BUCKHORN AZ MK                                     2321906.1 |
 RK0652| CH1770 BUCKHORN RM 2                        13.585 METERS 31243     |
 RK0652|---------------------------------------------------------------------|
 RK0652
 RK0652                          SUPERSEDED SURVEY CONTROL
 RK0652
 RK0652  NAD 83(1986)-  46 09 49.86964(N)    086 41 27.16631(W) AD(       ) 2
 RK0652  NAD 27      -  46 09 50.02300(N)    086 41 26.62500(W) AD(       ) 2
 RK0652
 RK0652.Superseded values are not recommended for survey control.
 RK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0652.See file dsdata.txt to determine how the superseded data were derived.
 RK0652
 RK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2386512299(NAD 83)
 RK0652_MARKER: DS = TRIANGULATION STATION DISK
 RK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0652
 RK0652  HISTORY     - Date     Condition        Report By
 RK0652  HISTORY     - 1955     MONUMENTED       CGS
 RK0652  HISTORY     - 1970     GOOD             NGS
 RK0652
 RK0652                          STATION DESCRIPTION
 RK0652
 RK0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0652'THE STATION IS ABOUT 17 MILES SOUTH OF MUNISING, 13.5 MILES
 RK0652'EAST-SOUTHEAST OF TRENARY AND 0.25 MILE NORTH OF THE DELTA-ALGER
 RK0652'COUNTY LINE.  THE MARK IS ON THE TOP OF A TIMBERED SAND HILL, NEAR
 RK0652'A U.S. FOREST SERVICE LOOKOUT TOWER, BUCKHORN, IN SECTION 33, T. 44
 RK0652'N., R. 19 W.
 RK0652'
 RK0652'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND FEDERAL FOREST
 RK0652'HIGHWAY 13 IN THE SMALL SETTLEMENT OF WETMORE, GO SOUTH ON FOREST
 RK0652'HIGHWAY 13 FOR 15.6 MILES TO A DIAGONAL CROSSROAD, COUNTY ROAD
 RK0652'DELTA 440, TURN SHARP RIGHT ON DELTA 440 AND GO 0.8 MILE TO A
 RK0652'Y-FORK, TURN LEFT AND GO 2.1 MILES TO A STEEP SIDE ROAD RIGHT AND
 RK0652'AN OLD GRAVEL PIT, (THE AZIMUTH MARK IS 0.2 MILE WEST OF THIS
 RK0652'POINT NEAR THE NORTHWEST CORNER OF A BRIDGE), TURN RIGHT AND
 RK0652'GO 0.2 MILE TO THE TOP OF A HILL AND THE STATION SITE.
 RK0652'
 RK0652'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN 1955 AND IT PROJECTS 6 INCHES.  THE MARK IS
 RK0652'12.6 FEET NORTHEAST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 RK0652'11.2 FEET NORTHWEST OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 4
 RK0652'FEET SOUTHWEST OF A WHITE WITNESS POST.
 RK0652'
 RK0652'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN NO 1 1955 AND IT PROJECTS 2 INCHES.  THE MARK
 RK0652'IS 9 FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD AND 6 FEET LOWER
 RK0652'THAN THE STATION MARK.
 RK0652'
 RK0652'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN NO 2 1955 AND IT PROJECTS 3 INCHES.  THE MARK
 RK0652'IS 12 FEET NORTH OF A BIRCH TREE WITH TWO SQUARE BLAZES AND IS 2
 RK0652'FEET LOWER THAN THE STATION MARK.
 RK0652'
 RK0652'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0652'POST, STAMPED BUCKHORN 1955 AND IT PROJECTS 4 INCHES.  THE MARK IS
 RK0652'0.3 MILE SOUTHWEST OF THE STATION, 20 FEET NORTH OF THE CENTER OF A
 RK0652'GRAVEL ROAD, 17 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BRIDGE
 RK0652'AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 RK0652'
 RK0652'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0652
 RK0652                          STATION RECOVERY (1970)
 RK0652
 RK0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 RK0652'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 RK0652'THE AZIMUTH MARK WAS FOUND UPROOTED AND THE DISK WAS SALVAGED.
 RK0652'THERE WAS NOT OBJECT VISIBLE FROM WHICH TO SET A NEW AZIMUTH MARK
 RK0652'FROM NOR WAS THERE A PLACE TO SET A NEW MARK HAD THERE BEEN DUE TO
 RK0652'TREES AND BRUSH.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 RK0652'MARKS CHECKED.  THE LOOKOUT TOWER HAS BEEN TORN DOWN AND ALL THAT
 RK0652'IS LEFT IS THE CONCRETE FOOTINGS.  A NEW DESCRIPTION FOLLOWS--
 RK0652'
 RK0652'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF MUNISING, ABOUT 0.25
 RK0652'MILE NORTH OF THE ALGER-DELTA COUNTY LINE, ON THE TOP OF A TIMBERED
 RK0652'SAND HILL, IN THE SECTION 33, T-44-N, R-19-W, AT THE SITE OF THE
 RK0652'BUCKHORN LOOKOUT TOWER, 18 FEET SOUTHEAST OF A 12 INCH PINE TREE,
 RK0652'1 FOOT WEST OF A METAL WITNESS POST, 12 FEET NORTHEAST OF THE
 RK0652'NORTHWEST FOOTING OF LOOKOUT TOWER, 11 FEET NORTHWEST OF THE
 RK0652'NORTHEAST FOOTING OF THE TOWER AND 80 FEET NORTHEAST OF THE
 RK0652'CENTERLINE OF WOODS ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE
 RK0652'DISK IS STAMPED BUCKHORN 1955.
 RK0652'
 RK0652'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 RK0652'FEDERAL FOREST HIGHWAY 13 AT THE NORTHEAST EDGE OF WETMORE, GO SOUTH
 RK0652'ON HIGHWAY 13 FOR 16.3 MILES TO THE JUNCTION OF COUNTY ROAD
 RK0652'440.  TURN RIGHT AND GO WESTERLY ON ROAD 440 FOR 0.8 MILE TO A
 RK0652'SIDE ROAD RIGHT.  CONTINUE WESTERLY ON THE ROAD FOR 2.1 MILES TO A
 RK0652'SMALL ABANDONED GRAVEL PIT ON THE RIGHT AND A WOODS ROAD.  TURN
 RK0652'RIGHT AND GO NORTHERLY ON THE WOODS ROAD FOR 0.2 MILE TO THE TOP OF
 RK0652'HILL AND THE STATION ON THE RIGHT.
 RK0652'
 RK0652'REFERENCE MARK 1 IS 30 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 RK0652'9 FEET SOUTHWEST OF THE CENTERLINE OF OLD ROAD TO TOWER, 19 FEET
 RK0652'EAST OF A 14 INCH PINE TREE AND 1 FOOT SOUTHWEST OF A METAL WITNESS
 RK0652'POST.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 RK0652'BUCKHORN NO 1 1955.
 RK0652'
 RK0652'REFERENCE MARK 2 IS 26 FEET NORTH OF THE 12 INCH PINE TREE, 1 FOOT
 RK0652'SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET LOWER IN ELEVATION THAN
 RK0652'THE STATION MARK AND ON THE NORTHWEST SLOPE OF THE HILL.  THE
 RK0652'MONUMENT IS FLUSH AND THE DISK IS STAMPED BUCKHORN NO 2 1955.
 RK0652'
 RK0652'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 RK0652'
 RK0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 RK0652'SOUTHEAST OF TRENARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0651 ***********************************************************************
 RK0651  DESIGNATION -  BUCKHORN LOOKOUT TOWER 1955
 RK0651  PID         -  RK0651
 RK0651  STATE/COUNTY-  MI/ALGER
 RK0651  USGS QUAD   -  TIE LAKE (1985)
 RK0651
 RK0651                         *CURRENT SURVEY CONTROL
 RK0651  ___________________________________________________________________
 RK0651* NAD 83(1994)-  46 09 49.71463(N)    086 41 27.18826(W)     ADJUSTED  
 RK0651* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 RK0651  ___________________________________________________________________
 RK0651  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 RK0651  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 RK0651
 RK0651  HORZ ORDER  -  THIRD
 RK0651
 RK0651.The horizontal coordinates were established by classical geodetic methods
 RK0651.and adjusted by the National Geodetic Survey in February 1997..
 RK0651
 RK0651.The orthometric height was scaled from a topographic map.
 RK0651
 RK0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0651
 RK0651.The geoid height was determined by GEOID03.
 RK0651
 RK0651;                    North         East     Units Scale Factor Converg.
 RK0651;SPC MI N     -   153,478.113 8,023,871.932   MT  0.99990507   +0 13 24.3
 RK0651;SPC MI N     -   503,537.12 26,325,039.15   iFT  0.99990507   +0 13 24.3
 RK0651;UTM  16      - 5,112,294.562   523,864.705   MT  0.99960700   +0 13 22.7
 RK0651
 RK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0651!SPC MI N     -   0.99996395  x   0.99990507  =   0.99986903
 RK0651!UTM  16      -   0.99996395  x   0.99960700  =   0.99957097
 RK0651
 RK0651                          SUPERSEDED SURVEY CONTROL
 RK0651
 RK0651  NAD 83(1986)-  46 09 49.71047(N)    086 41 27.18392(W) AD(       ) 4
 RK0651  NAD 27      -  46 09 49.86000(N)    086 41 26.64000(W) AD(       ) 3
 RK0651
 RK0651.Superseded values are not recommended for survey control.
 RK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0651.See file dsdata.txt to determine how the superseded data were derived.
 RK0651
 RK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2386512295(NAD 83)
 RK0651_MARKER: 57 = LOOKOUT TOWER
 RK0651
 RK0651  HISTORY     - Date     Condition        Report By
 RK0651  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0651
 RK0651                          STATION DESCRIPTION
 RK0651
 RK0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0651'THE STATION IS THE CENTER OF THE LOOKOUT TOWER WHICH IS A FOUR
 RK0651'LEGGED SKELETON STRUCTURE WITH AN ENCLOSED METAL CABIN ON THE TOP.
 RK0651'IT IS IN SECTION 33, T. 44 N., R. 19 W., APPROXIMATELY 17 MILES
 RK0651'SOUTH OF MUNISING, 13.5 MILES EAST-SOUTHEAST OF TRENARY AND 0.25
 RK0651'MILE NORTH OF THE DELTA-ALGER COUNTY LINE.
 RK0651'
 RK0651'A TRAVERSE CONNECTION WAS MADE TO THE CENTER OF THE BASE OF THE
 RK0651'LOOKOUT TOWER FROM TRIANGULATION STATION BUCKHORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3328 ***********************************************************************
 ME3328  DESIGNATION -  BUFF
 ME3328  PID         -  ME3328
 ME3328  STATE/COUNTY-  MI/BERRIEN
 ME3328  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME3328
 ME3328                         *CURRENT SURVEY CONTROL
 ME3328  ___________________________________________________________________
 ME3328* NAD 83(1994)-  41 50 23.82191(N)    086 39 07.58323(W)     ADJUSTED  
 ME3328* NAVD 88     -       204.7    (meters)     672.     (feet)  GPS OBS   
 ME3328  ___________________________________________________________________
 ME3328  X           -     277,918.730 (meters)                     COMP
 ME3328  Y           -  -4,750,880.950 (meters)                     COMP
 ME3328  Z           -   4,232,490.341 (meters)                     COMP
 ME3328  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 ME3328  ELLIP HEIGHT-         170.85  (meters)          (07/17/02) GPS OBS
 ME3328  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME3328
 ME3328  HORZ ORDER  -  SECOND
 ME3328  ELLP ORDER  -  FOURTH    CLASS I
 ME3328
 ME3328.The horizontal coordinates were established by GPS observations
 ME3328.and adjusted by the National Geodetic Survey in February 1997..
 ME3328
 ME3328.The orthometric height was determined by GPS observations and a
 ME3328.high-resolution geoid model.
 ME3328
 ME3328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3328
 ME3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3328
 ME3328.The ellipsoidal height was determined by GPS observations
 ME3328.and is referenced to NAD 83.
 ME3328
 ME3328.The geoid height was determined by GEOID03.
 ME3328
 ME3328;                    North         East     Units Scale Factor Converg.
 ME3328;SPC MI S     -    40,338.627 3,810,185.536   MT  1.00007169   -1 33 19.1
 ME3328;SPC MI S     -   132,344.58 12,500,608.71   iFT  1.00007169   -1 33 19.1
 ME3328;UTM  16      - 4,632,064.858   528,883.821   MT  0.99961027   +0 13 55.4
 ME3328
 ME3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3328!SPC MI S     -   0.99997320  x   1.00007169  =   1.00004489
 ME3328!UTM  16      -   0.99997320  x   0.99961027  =   0.99958348
 ME3328
 ME3328                          SUPERSEDED SURVEY CONTROL
 ME3328
 ME3328  ELLIP H (02/03/97)  170.98   (m)                       GP(       ) 4 1
 ME3328  NAD 83(1986)-  41 50 23.82066(N)    086 39 07.58417(W) AD(       ) 2
 ME3328
 ME3328.Superseded values are not recommended for survey control.
 ME3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3328.See file dsdata.txt to determine how the superseded data were derived.
 ME3328
 ME3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2888432065(NAD 83)
 ME3328_MARKER: DD = SURVEY DISK
 ME3328_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 ME3328_SP_SET: SURROUNDED BY MASS OF CONCRETE
 ME3328_STAMPING: BUFF 1991
 ME3328_MARK LOGO: NOS   
 ME3328_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME3328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3328+STABILITY: POSITION/ELEVATION WELL
 ME3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3328+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 ME3328
 ME3328  HISTORY     - Date     Condition        Report By
 ME3328  HISTORY     - 1991     MONUMENTED       NOS
 ME3328  HISTORY     - 20020425 GOOD             INDIV
 ME3328
 ME3328                          STATION DESCRIPTION
 ME3328
 ME3328'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 ME3328'THE STATION IS LOCATED APPROXIMATELY 3.7 MILES NORTHEAST OF NEW
 ME3328'BUFFALO, 1.3 MILES NORTHEAST OF UNION PIER, AND 7.6 MILES SOUTHWEST
 ME3328'OF BRIDGEMAN IN THE STATE RIGHT OF WAY JUST SOUTH OF EAST BOUND HWY
 ME3328'94.
 ME3328'TO REACH THE STATION FROM THE INTERSECTION OF HWY 94 (EAST) AND WARREN
 ME3328'WOODS RD APPROXIMATELY 3.7 MI (5.95 KM) NE OF NEW BUFFALO, TAKE HWY
 ME3328'94 (EAST) FOR 0.1 MILE TO THE STATION ON LEFT AS DESCRIBED.
 ME3328'THE STATION IS A STANDARD NOS BRONZE DISK STAMPED BUFF 1991 SET IN A
 ME3328'MASS OF CONCRETE THAT IS FLUSH WITH THE GROUND. IT IS 0.05 MILE
 ME3328'NORTHEAST OF THE EASTERLY ABUTMENT OF THE WARREN WOODS RD OVERPASS,
 ME3328'22.43 M (73.59 FT) SOUTH OF A METAL POST AND WITNESS POST, 16.60 M
 ME3328'(54.46 FT) NORTHWEST OF A RIGHT OF WAY FENCELINE AND 9.25 M
 ME3328'(30.35 FT)  SOUTHEAST OF THE SOUTHEAST EDGE OF THE HIGHWAY (EAST 94).
 ME3328'DESCRIBED BY ALG.
 ME3328
 ME3328                          STATION RECOVERY (2002)
 ME3328
 ME3328'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 ME3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0607 ***********************************************************************
 OL0607  DESIGNATION -  BUFFUM
 OL0607  PID         -  OL0607
 OL0607  STATE/COUNTY-  MI/MASON
 OL0607  USGS QUAD   -  
 OL0607
 OL0607                         *CURRENT SURVEY CONTROL
 OL0607  ___________________________________________________________________
 OL0607* NAD 83(1994)-  43 51 46.07130(N)    086 24 40.72673(W)     ADJUSTED  
 OL0607* NAVD 88     -       221.4    (meters)     726.     (feet)  GPS OBS   
 OL0607  ___________________________________________________________________
 OL0607  X           -     288,317.198 (meters)                     COMP
 OL0607  Y           -  -4,597,155.087 (meters)                     COMP
 OL0607  Z           -   4,397,241.873 (meters)                     COMP
 OL0607  LAPLACE CORR-           4.82  (seconds)                    DEFLEC99
 OL0607  ELLIP HEIGHT-         186.22  (meters)          (07/17/02) GPS OBS
 OL0607  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OL0607
 OL0607  HORZ ORDER  -  SECOND
 OL0607  ELLP ORDER  -  FOURTH    CLASS I
 OL0607
 OL0607.The horizontal coordinates were established by GPS observations
 OL0607.and adjusted by the National Geodetic Survey in February 1997..
 OL0607
 OL0607.The orthometric height was determined by GPS observations and a
 OL0607.high-resolution geoid model.
 OL0607
 OL0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0607
 OL0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0607
 OL0607.The ellipsoidal height was determined by GPS observations
 OL0607.and is referenced to NAD 83.
 OL0607
 OL0607.The geoid height was determined by GEOID03.
 OL0607
 OL0607;                    North         East     Units Scale Factor Converg.
 OL0607;SPC MI C     -    62,760.994 5,835,632.071   MT  1.00008884   -1 26 39.7
 OL0607;SPC MI C     -   205,908.77 19,145,774.51   iFT  1.00008884   -1 26 39.7
 OL0607;SPC MI S     -   264,466.598 3,835,636.750   MT  1.00005276   -1 23 29.2
 OL0607;SPC MI S     -   867,672.57 12,584,110.07   iFT  1.00005276   -1 23 29.2
 OL0607;UTM  16      - 4,856,802.657   547,306.120   MT  0.99962752   +0 24 28.5
 OL0607
 OL0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0607!SPC MI C     -   0.99997080  x   1.00008884  =   1.00005964
 OL0607!SPC MI S     -   0.99997080  x   1.00005276  =   1.00002356
 OL0607!UTM  16      -   0.99997080  x   0.99962752  =   0.99959833
 OL0607
 OL0607                          SUPERSEDED SURVEY CONTROL
 OL0607
 OL0607  ELLIP H (02/03/97)  186.34   (m)                       GP(       ) 4 1
 OL0607  NAD 83(1986)-  43 51 46.07557(N)    086 24 40.73683(W) AD(       ) 2
 OL0607
 OL0607.Superseded values are not recommended for survey control.
 OL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0607.See file dsdata.txt to determine how the superseded data were derived.
 OL0607
 OL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4730656803(NAD 83)
 OL0607_MARKER: DD = SURVEY DISK
 OL0607_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0607_SP_SET: METAL PIPE IN CONCRETE
 OL0607_STAMPING: BUFFUM GPS 1991
 OL0607_MARK LOGO: NOS   
 OL0607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OL0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0607+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 OL0607
 OL0607  HISTORY     - Date     Condition        Report By
 OL0607  HISTORY     - 1991     MONUMENTED       NOS
 OL0607  HISTORY     - 20031010 GOOD             USPSQD
 OL0607
 OL0607                          STATION DESCRIPTION
 OL0607
 OL0607'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 OL0607'STATION IS LOCATED ABOUT 1.5 MILES NORTH OF BASS LAKE AND ABOUT 1.2
 OL0607'MILES EAST OF EAST SHORE OF LAKE MICHIGAN, ON THE FIRST KNOLL WEST OF
 OL0607'A FARMHOUSE.
 OL0607'TO REACH FROM INTERSECTION OF US HWY 31, OLD HWY 31, OCEANA, AND
 OL0607'PENTWATER ABOUT 3.5 MI (5.63 KM) NE OF PENTATER, GO NORTH ON OLD HWY
 OL0607'31 3.15 MILES TO INTERSECTION OF MEISENHEIMER RD, TURN LEFT AND GO
 OL0607'WEST ON MEISENHEIMER RD 0.6 MILE TO STATION ON LEFT ON KNOLL.
 OL0607'STATION IS MARKED BY A STANDARD NOS ALUMINUM DISK STAMPED BUFFUM GPS
 OL0607'1991 ATTACHED TO A FOUR FOOT ALUMINUM ROD THAT IS SURROUNDED BY A
 OL0607'MASS OF CONCRETE AND IS FLUSH.  IT IS 55.3 M (181.43 FT)
 OL0607'EAST-SOUTHEAST OF GREEN BOX FOR UNDERGROUND CABLE, 8.75 M (28.71 FT)
 OL0607'SOUTH OF CENTERLINE OF MEISENHEIMER RD ON KNOLL, 4.7 M (15.42 FT)
 OL0607'NORTHEAST OF APPLE TREE STUMP, AND 4.5 M (14.76 FT) NORTHWEST OF APPLE
 OL0607'TREE STUMP.
 OL0607'DESCRIBED BY LPH.
 OL0607
 OL0607                          STATION RECOVERY (2003)
 OL0607
 OL0607'RECOVERY NOTE BY US POWER SQUADRON 2003 (HS)
 OL0607'THERE IS NO LONGER AN APPLE TREE STUMP BUT A NEW ORCHARD.
 OL0607'172 FEET EAST-SOUTHEAST OF GREEN BOX FOR UNDERGROUND CABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0178 ***********************************************************************
 SG0178  DESIGNATION -  BUMBLETOWN MIGS 1934
 SG0178  PID         -  SG0178
 SG0178  STATE/COUNTY-  MI/HOUGHTON
 SG0178  USGS QUAD   -  AHMEEK (1980)
 SG0178
 SG0178                         *CURRENT SURVEY CONTROL
 SG0178  ___________________________________________________________________
 SG0178* NAD 83(1994)-  47 16 48.14714(N)    088 25 41.44219(W)     ADJUSTED  
 SG0178* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 SG0178  ___________________________________________________________________
 SG0178  LAPLACE CORR-         -14.05  (seconds)                    DEFLEC99
 SG0178  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 SG0178
 SG0178  HORZ ORDER  -  THIRD
 SG0178
 SG0178.The horizontal coordinates were established by classical geodetic methods
 SG0178.and adjusted by the National Geodetic Survey in February 1997..
 SG0178
 SG0178.The orthometric height was scaled from a topographic map.
 SG0178
 SG0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0178
 SG0178.The geoid height was determined by GEOID03.
 SG0178
 SG0178;                    North         East     Units Scale Factor Converg.
 SG0178;SPC MI N     -   278,484.790 7,891,947.327   MT  1.00005400   -1 01 56.2
 SG0178;SPC MI N     -   913,664.01 25,892,215.64   iFT  1.00005400   -1 01 56.2
 SG0178;UTM  16      - 5,237,273.875   391,991.412   MT  0.99974337   -1 02 57.7
 SG0178
 SG0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0178!SPC MI N     -   0.99994627  x   1.00005400  =   1.00000027
 SG0178!UTM  16      -   0.99994627  x   0.99974337  =   0.99968966
 SG0178
 SG0178:                Primary Azimuth Mark                     Grid Az
 SG0178:SPC MI N     -  CALUMET FIRE TOWER MIGS 1934             158 15 00.7
 SG0178:UTM  16      -  CALUMET FIRE TOWER MIGS 1934             158 16 02.2
 SG0178
 SG0178|---------------------------------------------------------------------|
 SG0178| PID    Reference Object                     Distance      Geod. Az  |
 SG0178|                                                           dddmmss.s |
 SG0178| SG0183 CALUMET FIRE TOWER MIGS 1934        APPROX. 3.5 KM 1571304.5 |
 SG0178| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 4.2 KM 1991233.2 |
 SG0178|---------------------------------------------------------------------|
 SG0178
 SG0178                          SUPERSEDED SURVEY CONTROL
 SG0178
 SG0178  NAD 83(1986)-  47 16 48.14202(N)    088 25 41.41454(W) AD(       ) 3
 SG0178  NAD 27      -  47 16 48.40000(N)    088 25 40.98000(W) AD(       ) 3
 SG0178
 SG0178.Superseded values are not recommended for survey control.
 SG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0178.See file dsdata.txt to determine how the superseded data were derived.
 SG0178
 SG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9199137274(NAD 83)
 SG0178_MARKER: DD = SURVEY DISK
 SG0178_SETTING: 66 = SET IN ROCK OUTCROP
 SG0178_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SG0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0178+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2001
 SG0178
 SG0178  HISTORY     - Date     Condition        Report By
 SG0178  HISTORY     - 1934     MONUMENTED       MIGS
 SG0178  HISTORY     - 20010823 GOOD             MIDT
 SG0178
 SG0178                          STATION DESCRIPTION
 SG0178
 SG0178'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0178'ON BUMBLETOWN HILL IN SEC. 1, T. 56 N., R. 33 W., ON THE
 SG0178'HIGHEST POINT AT THE NORTHEAST END OF A PROMINENT RIDGE.
 SG0178'
 SG0178'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0178'HARBOR TO ALLOUEZ LOCATION, TURN WEST AT ALLOUEZ AT THE
 SG0178'HOUGHTON-KEWEENAW COUNTY LINE AND DRIVE 0.6 MILE TO WHERE A
 SG0178'ROAD LEADING SOUTHWEST LEAVES THE MAIN ROAD, FOLLOW THIS
 SG0178'BRANCH ROAD, KEEPING TO THE RIGHT, FOR 0.9 MILE TO A POINT
 SG0178'ABREAST THE NORTHEAST END OF A PROMINENT RIDGE, WHICH EXTENDS
 SG0178'SOUTHWEST-NORTHEAST ON THE WESTERLY SIDE OF THE ROAD.  PARK
 SG0178'CAR AND WALK 75 PACES NORTHWEST TO THE STATION.
 SG0178'
 SG0178'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0178'DISK SET IN CONCRETE IN OUTCROPPING BEDROCK.
 SG0178'
 SG0178'EITHER THE CENTER OF THE CAB AT CALUMET FIRE TOWER OR THE
 SG0178'LARGE STACK AT THE SUPERIOR BOILER HOUSE (C AND H CO.) IN
 SG0178'CALUMET MAY BE USED AS AZIMUTH MARK FOR THIS STATION.
 SG0178
 SG0178                          STATION RECOVERY (2001)
 SG0178
 SG0178'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0178'NOTE--THE BRANCH ROAD IS BIRCH STREET, LAST 0.6 MI IS VERY ROUGH TWO
 SG0178'TRACK RD.  SOMEONE ATTEMPTED TO REMOVE THE DISK BY DRIVING A LARGE
 SG0178'SPIKE UNDER IT, IT IS BENT UPWARDS BUT OTHERWISE SECURE.  AT THE
 SG0178'EXTREME NE EDGE OF THE ROCK OUTCROP, NO CLEAR VISION IN ANY DIRECTION
 SG0178'DUE TO TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0593 ***********************************************************************
 OK0593  DESIGNATION -  BUNDY
 OK0593  PID         -  OK0593
 OK0593  STATE/COUNTY-  MI/ISABELLA
 OK0593  USGS QUAD   -  BLANCHARD (1979)
 OK0593
 OK0593                         *CURRENT SURVEY CONTROL
 OK0593  ___________________________________________________________________
 OK0593* NAD 83(1994)-  43 37 03.81037(N)    085 02 59.92358(W)     ADJUSTED  
 OK0593* NAVD 88     -       389.     (meters)    1276.     (feet)  SCALED    
 OK0593  ___________________________________________________________________
 OK0593  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 OK0593  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 OK0593
 OK0593  HORZ ORDER  -  FIRST
 OK0593
 OK0593.The horizontal coordinates were established by classical geodetic methods
 OK0593.and adjusted by the National Geodetic Survey in February 1997..
 OK0593
 OK0593.The orthometric height was scaled from a topographic map.
 OK0593
 OK0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0593
 OK0593.The geoid height was determined by GEOID03.
 OK0593
 OK0593;                    North         East     Units Scale Factor Converg.
 OK0593;SPC MI S     -   235,464.689 3,944,844.708   MT  0.99998868   -0 27 54.0
 OK0593;SPC MI S     -   772,521.95 12,942,403.90   iFT  0.99998868   -0 27 54.0
 OK0593;UTM  16      - 4,831,263.280   657,343.036   MT  0.99990452   +1 20 43.7
 OK0593
 OK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0593!SPC MI S     -   0.99994415  x   0.99998868  =   0.99993283
 OK0593!UTM  16      -   0.99994415  x   0.99990452  =   0.99984868
 OK0593
 OK0593|---------------------------------------------------------------------|
 OK0593| PID    Reference Object                     Distance      Geod. Az  |
 OK0593|                                                           dddmmss.s |
 OK0593| CH0852 BUNDY RM 1                                         02112     |
 OK0593| OK0575 MT PLEASANT SUGAR CO STACK          APPROX.22.0 KM 0910654.3 |
 OK0593| CH0851 BUNDY AZ MK                                        1700422.8 |
 OK0593| CH0853 BUNDY RM 2                           37.881 METERS 26359     |
 OK0593| OK0595 MECOSTA LOOKOUT TOWER               APPROX.26.2 KM 2812811.9 |
 OK0593|---------------------------------------------------------------------|
 OK0593
 OK0593                          SUPERSEDED SURVEY CONTROL
 OK0593
 OK0593  NAD 83(1986)-  43 37 03.80686(N)    085 02 59.93474(W) AD(       ) 1
 OK0593  NAD 27      -  43 37 03.69497(N)    085 02 59.84472(W) AD(       ) 1
 OK0593
 OK0593.Superseded values are not recommended for survey control.
 OK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0593.See file dsdata.txt to determine how the superseded data were derived.
 OK0593
 OK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5734331263(NAD 83)
 OK0593_MARKER: DS = TRIANGULATION STATION DISK
 OK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0593_STAMPING: BUNDY 1932
 OK0593_MARK LOGO: CGS   
 OK0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0593+STABILITY: SURFACE MOTION
 OK0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0593+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0593
 OK0593  HISTORY     - Date     Condition        Report By
 OK0593  HISTORY     - 1932     MONUMENTED       CGS
 OK0593  HISTORY     - 1980     GOOD             MIDH
 OK0593  HISTORY     - 19930821 GOOD             USPSQD
 OK0593  HISTORY     - 20010626 GOOD             USPSQD
 OK0593
 OK0593                          STATION DESCRIPTION
 OK0593
 OK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0593'ABOUT 15 MILES WEST OF
 OK0593'MOUNT PLEASANT, 5
 OK0593'MILES NORTHEAST OF REMUS, IN NE 1/4 SEC. 8, T. 14 N., R. 6 W.,
 OK0593'BLOOMFIELD TOWNSHIP, ON HIGH
 OK0593'PROMINENT HILL KNOWN AS BUNDY HILL, ON LAND OWNED
 OK0593'BY FRANK METCALF WHO LIVES AT NORTHWEST CORNER
 OK0593'OF SECTION 8, ABOUT 25 YARDS NORTH
 OK0593'OF EAST-AND-WEST WIRE FENCE, AND 6 PACES FROM A LARGE PINE STUMP
 OK0593'WITH SEVERAL NAMES CARVED
 OK0593'ON IT.  TO REACH FROM MOUNT PLEASANT, GO WEST 14.7 MILES ON ROUTE
 OK0593'M-20 TO DIRT ROAD LEADING NORTH
 OK0593'AT POINT 6.1 MILES WEST OF SECOND CROSSING OF
 OK0593'CHIPPEWA RIVER, GO NORTH 1.2 MILES ON DIRT ROAD TO
 OK0593'GEORGE WHITNEYS HOUSE ON
 OK0593'EAST SIDE OF ROAD JUST NORTH OF RAILROAD CROSSING, TURN IN EAST PAST
 OK0593'HOUSE, PASS THROUGH BARS
 OK0593'SOUTH OF HOUSE, FOLLOW TRACES OF OLD WOODS ROADS AND RAILROAD GRADE
 OK0593'NORTHEAST 1.05 MILES ACROSS
 OK0593'STUMPY PASTURE TO SADDLE AT HEAD OF VALLEY WHERE GROUND
 OK0593'SLOPES DOWN STEEPLY TO EAST, AND PROCEED
 OK0593'NORTHEAST 75 YARDS (OVER FENCE) TO STATION
 OK0593'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 OK0593'STATION MARKS IN CONCRETE,
 OK0593'NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES.  REFERENCE AND
 OK0593'AZIMUTH MARKS ARE
 OK0593'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 2
 OK0593'INCHES, AND IS 123.69 FEET
 OK0593'(SLOPE) FROM STATION IN AZIMUTH 201 DEG 12 MIN.  NO. 2 PROJECTS 2
 OK0593'INCHES, AND IS 124.28 FEET (SLOPE)
 OK0593'FROM STATION IN AZIMUTH 83 DEG 59 MIN.  AZIMUTH MARK PROJECTS
 OK0593'4 INCHES, IS 20 FEET EAST OF CENTER LINE
 OK0593'OF NORTH-AND-SOUTH GRAVEL ROAD, ABOUT 120
 OK0593'FEET WEST OF BARN, ABOUT 75 YARDS NORTH OF HOUSE, ABOUT 0.3
 OK0593'MILE SOUTH OF A RAILROAD
 OK0593'CROSSING, IN NORTH-AND-SOUTH FENCE LINE, AND APPROXIMATELY 1.0 MILE
 OK0593'FROM STATION IN
 OK0593'AZIMUTH 350 DEG 04 MIN 23 SEC.  TO REACH AZIMUTH MARK, TURN NORTH
 OK0593'ONTO GRAVEL ROAD WHICH IS 13.7 MILES
 OK0593'ALONG ROUTE M-20 FROM MOUNT PLEASANT, AND GO NORTH
 OK0593'0.7 MILE TO MARK OPPOSITE BARN.  AZIMUTH
 OK0593'FROM STATION TO MECOSTA FIRE LOOKOUT
 OK0593'TOWER IS 101 DEG 28 MIN 12 SEC, AND TO MOUNT PLEASANT,
 OK0593'ISABELLA SUGAR CO., CENTER OF TALLEST
 OK0593'STACK, 271 DEG 06 MIN 52 SEC.
 OK0593
 OK0593                          STATION RECOVERY (1980)
 OK0593
 OK0593'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0593'THE STATION ,RM 1 AND RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED.
 OK0593'
 OK0593'THE AZIMUTH MARK LISTED WAS NOT FOUND AND WAS APPARENTLY DESTROYED BY
 OK0593'FARMING.
 OK0593'
 OK0593'THE RAILROAD CROSSING LISTED IS NOW GONE.  THE HOUSE LISTED IS NOW
 OK0593'GONE AND A MOBILE HOME NOW OCCUPIES THE SITE.  THE DIRT ROAD LEADING
 OK0593'NORTH IS SHERMAN ROAD.
 OK0593
 OK0593                          STATION RECOVERY (1993)
 OK0593
 OK0593'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 OK0593'RECOVERED IN GOOD CONDITION.  THE STATION, REFERENCE MARKS 1 AND 2
 OK0593'WERE FOUND IN GOOD CONDITION. THE AZIMUTH WAS FOUND AND IS 7 MILES
 OK0593'(11.3 KM) NORTH ON WYMAN ROAD FROM STATE HIGHWAY M-20.  IT WAS FOUND
 OK0593'TILTING ABOUT 45 DEGREES TO THE EAST BUT STILL VERY TIGHT IN THE
 OK0593'GROUND. RECOVERY BY DELBER N. MILLER, SAGINAW BAY POWER SQUADRON.
 OK0593
 OK0593                          STATION RECOVERY (2001)
 OK0593
 OK0593'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0593'STATION, REFERENCE MARKS 1, AND  2 WERE FOUND IN GOOD CONDITON.
 OK0593'AZIMUTH MARK WAS SEARCHED FOR BUNT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0594 ***********************************************************************
 PL0594  DESIGNATION -  BURD
 PL0594  PID         -  PL0594
 PL0594  STATE/COUNTY-  MI/LEELANAU
 PL0594  USGS QUAD   -  
 PL0594
 PL0594                         *CURRENT SURVEY CONTROL
 PL0594  ___________________________________________________________________
 PL0594* NAD 83(1994)-  44 50 37.94050(N)    085 57 53.85202(W)     ADJUSTED  
 PL0594* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 PL0594  ___________________________________________________________________
 PL0594  X           -     318,756.952 (meters)                     COMP
 PL0594  Y           -  -4,518,720.926 (meters)                     COMP
 PL0594  Z           -   4,475,169.418 (meters)                     COMP
 PL0594  LAPLACE CORR-           4.61  (seconds)                    DEFLEC99
 PL0594  ELLIP HEIGHT-         150.84  (meters)          (07/17/02) GPS OBS
 PL0594  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 PL0594
 PL0594  HORZ ORDER  -  SECOND
 PL0594  ELLP ORDER  -  FOURTH    CLASS I
 PL0594
 PL0594.The horizontal coordinates were established by GPS observations
 PL0594.and adjusted by the National Geodetic Survey in February 1997..
 PL0594
 PL0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0594
 PL0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0594
 PL0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0594
 PL0594.The ellipsoidal height was determined by GPS observations
 PL0594.and is referenced to NAD 83.
 PL0594
 PL0594.The geoid height was determined by GEOID03.
 PL0594
 PL0594;                    North         East     Units Scale Factor Converg.
 PL0594;SPC MI C     -   170,947.729 5,873,656.961   MT  0.99991421   -1 07 44.6
 PL0594;SPC MI C     -   560,852.13 19,270,528.09   iFT  0.99991421   -1 07 44.6
 PL0594;UTM  16      - 4,966,127.877   581,798.344   MT  0.99968228   +0 43 47.7
 PL0594
 PL0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0594!SPC MI C     -   0.99997635  x   0.99991421  =   0.99989056
 PL0594!UTM  16      -   0.99997635  x   0.99968228  =   0.99965864
 PL0594
 PL0594                          SUPERSEDED SURVEY CONTROL
 PL0594
 PL0594  ELLIP H (02/03/97)  150.87   (m)                       GP(       ) 4 1
 PL0594  NAD 83(1986)-  44 50 37.94067(N)    085 57 53.85881(W) AD(       ) 2
 PL0594  NGVD 29 (12/10/93)  186.7    (m)          613.     (f) GPS OBS        
 PL0594
 PL0594.Superseded values are not recommended for survey control.
 PL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0594.See file dsdata.txt to determine how the superseded data were derived.
 PL0594
 PL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8179866128(NAD 83)
 PL0594_MARKER: DD = SURVEY DISK
 PL0594_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PL0594_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PL0594_STAMPING: BURD 1993
 PL0594_MARK LOGO: NOS   
 PL0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0594_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0594+STABILITY: POSITION/ELEVATION WELL
 PL0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0594+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 PL0594
 PL0594  HISTORY     - Date     Condition        Report By
 PL0594  HISTORY     - 1993     MONUMENTED       NOS
 PL0594  HISTORY     - 20040526 GOOD             USPSQD
 PL0594
 PL0594                          STATION DESCRIPTION
 PL0594
 PL0594'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PL0594'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF THE TOWN OF
 PL0594'EMPIRE.THE STATION IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 PL0594'OF STATE ROUTE 616 (W. MACFARLANE RD) AND STATE ROUTE 675 (S.
 PL0594'PLOWMAN RD).
 PL0594'TO REACH THE STATION FROM THE TOWN OF EMPIRE HEAD EAST ON STATE ROUTE
 PL0594'72 (ANGUS RD) FOR 4.0 MI (6.4 KM) TO STATE ROUTE 675, TURN LEFT ON
 PL0594'STATE 675 AND HEAD NORTH 2.7 MI (4.3 KM) TO THE INTERSECTION WITH
 PL0594'STATE ROUTE 616 AND THE STATION ON THE RIGHT IN A GRASSY RIGHT OF
 PL0594'WAY.
 PL0594'THE STATION IS A STANDARD NOS BRONZE DISK SET IN A CONCRETE MONUMENT
 PL0594'AND STAMPED BURD 1993.IT IS 15.0 M (49.2 FT) SOUTH OF STATE ROUTE
 PL0594'616, 17.0 M (55.8 FT) EAST OF STATE ROUTE 675, 31.0 M (101.7 FT) WEST
 PL0594'OF A UTILITY POLE AND 9.0 M (29.5 FT) EAST OF A WITNESS PLAQUE AFIXED
 PL0594'TO A COMBINATION STOP AND STREET SIGN.
 PL0594
 PL0594                          STATION RECOVERY (2004)
 PL0594
 PL0594'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1600 ***********************************************************************
 NF1600  DESIGNATION -  BURMAN
 NF1600  PID         -  NF1600
 NF1600  STATE/COUNTY-  MI/IONIA
 NF1600  USGS QUAD   -  PORTLAND NORTH (1978)
 NF1600
 NF1600                         *CURRENT SURVEY CONTROL
 NF1600  ___________________________________________________________________
 NF1600* NAD 83(1994)-  42 59 14.68846(N)    084 55 07.95890(W)     ADJUSTED  
 NF1600* NAVD 88     -       236.4    (meters)     776.     (feet)  VERTCON   
 NF1600  ___________________________________________________________________
 NF1600  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NF1600  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NF1600
 NF1600  HORZ ORDER  -  FIRST
 NF1600
 NF1600.The horizontal coordinates were established by classical geodetic methods
 NF1600.and adjusted by the National Geodetic Survey in February 1997..
 NF1600
 NF1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1600
 NF1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1600
 NF1600.The geoid height was determined by GEOID03.
 NF1600
 NF1600;                    North         East     Units Scale Factor Converg.
 NF1600;SPC MI S     -   165,366.096 3,954,967.452   MT  0.99990847   -0 22 32.9
 NF1600;SPC MI S     -   542,539.69 12,975,615.00   iFT  0.99990847   -0 22 32.9
 NF1600;UTM  16      - 4,761,518.542   669,666.170   MT  0.99995414   +1 25 09.6
 NF1600
 NF1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1600!SPC MI S     -   0.99996816  x   0.99990847  =   0.99987663
 NF1600!UTM  16      -   0.99996816  x   0.99995414  =   0.99992230
 NF1600
 NF1600:                Primary Azimuth Mark                     Grid Az
 NF1600:SPC MI S     -  CHARLES                                  012 45 11.9
 NF1600:UTM  16      -  CHARLES                                  010 57 29.4
 NF1600
 NF1600|---------------------------------------------------------------------|
 NF1600| PID    Reference Object                     Distance      Geod. Az  |
 NF1600|                                                           dddmmss.s |
 NF1600| OK0545 CHARLES                             APPROX. 8.5 KM 0122239.0 |
 NF1600| OK0543 PEWAMO MUN TANK                     APPROX. 6.1 KM 0760447.7 |
 NF1600| NF1601 BURMAN RM A 1969                     28.973 METERS 08806     |
 NF1600| CH0855 BURMAN RM 2                                        12930     |
 NF1600| NF1597 PORTLAND MUN TANK                   APPROX.13.7 KM 1741306.3 |
 NF1600| CH0854 BURMAN RM 1                          24.549 METERS 35216     |
 NF1600|---------------------------------------------------------------------|
 NF1600
 NF1600                          SUPERSEDED SURVEY CONTROL
 NF1600
 NF1600  NAD 83(1986)-  42 59 14.68570(N)    084 55 07.97485(W) AD(       ) 1
 NF1600  NAD 27      -  42 59 14.56853(N)    084 55 07.97592(W) AD(       ) 1
 NF1600  NGVD 29 (07/19/86)  236.5    (m)          776.     (f) VERT ANG       
 NF1600
 NF1600.Superseded values are not recommended for survey control.
 NF1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1600.See file dsdata.txt to determine how the superseded data were derived.
 NF1600
 NF1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6966661519(NAD 83)
 NF1600_MARKER: DS = TRIANGULATION STATION DISK
 NF1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1600_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1600_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1600
 NF1600  HISTORY     - Date     Condition        Report By
 NF1600  HISTORY     - 1969     MONUMENTED       CGS
 NF1600  HISTORY     - 1981     GOOD             MIDH
 NF1600
 NF1600                          STATION DESCRIPTION
 NF1600
 NF1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1600'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 17, T. 7 N.,
 NF1600'R. 5W. AND ON
 NF1600'PROPERTY OF MR. THURMAN BURMAN.  IT IS LOCATED ABOUT 3
 NF1600'1/2 MILES WEST-SOUTHWEST OF
 NF1600'PEWAMO, 1.3 MILES SOUTHEAST OF MUIR AND 1-3/4
 NF1600'MILES EAST-NORTHEAST OF LYONS.
 NF1600'
 NF1600'TO REACH THE STATION FROM THE POST OFFICE IN LYONS, GO IN A EASTERLY
 NF1600'DIRECTION ON
 NF1600'BRIDGE STREET FOR 1.5 MILES TO A FORK (JUNCTION OF KIMBALL
 NF1600'ROAD AND MURPHY ROAD) AND THE
 NF1600'STATION ON THE LEFT.
 NF1600'
 NF1600'THE STATION IS A STANDARD DISK STAMPED BURMAN 1969 SET IN
 NF1600'THE TOP OF A
 NF1600'16-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 16 INCHES
 NF1600'BELOW THE GROUND SURFACE.  IT
 NF1600'IS 34 FEET NORTH OF THE CENTER OF KIMBALL
 NF1600'ROAD, 12.6 FEET EAST OF A NORTH-SOUTH POLE
 NF1600'FENCE, 4.5 FEET NORTHWEST OF
 NF1600'A METAL WITNESS POST AND 4 FEET NORTH OF AN EAST WEST POLE
 NF1600'FENCE.
 NF1600'
 NF1600'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURMAN NO 1 1969,
 NF1600'SET IN THE TOP OF
 NF1600'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1
 NF1600'INCH BELOW THE GROUND SURFACE.  IT
 NF1600'IS 83.5 FEET NORTH OF A FENCE CORNER
 NF1600'AND 1 FOOT EAST OF THE NORTH-SOUTH POLE FENCE.
 NF1600'
 NF1600'THE RM A STATION IS A STANDARD STATION MARK DISK STAMPED BURMAN
 NF1600'RM A 1969, SET IN
 NF1600'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1600'WHICH IS 16 INCHES BELOW THE GROUND
 NF1600'SURFACE.  IT IS 36 FEET NORTH OF
 NF1600'THE CENTER OF KIMBALL ROAD, 89.5 FEET EAST-NORTHEAST
 NF1600'OF THE METAL
 NF1600'WITNESS POST AND 6 FEET NORTH OF THE EAST WEST POLE FENCE.
 NF1600'
 NF1600'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURMAN NO 2 1969,
 NF1600'SET IN THE TOP OF
 NF1600'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1600'THE GROUND.  IT IS 28 FEET SOUTH OF
 NF1600'THE CENTER OF A GRAVELED ROAD
 NF1600'(MURPHY ROAD), 9 FEET EAST OF THE CENTER OF A DRIVEWAY
 NF1600'AND 1.8 FEET
 NF1600'NORTH OF POWER POLE NUMBER 21-1-25-1.
 NF1600'
 NF1600'TO REACH REFERENCE MARK 2 FROM THE STATION, GO SOUTHEAST ON MURPHY
 NF1600'ROAD FOR 0.1 MILE
 NF1600'TO THE MARK ON THE RIGHT.
 NF1600'
 NF1600'REFERENCE MARK 2 WAS USED FOR AN AZIMUTH MARK.
 NF1600'
 NF1600'HEIGHT OF LIGHT ABOVE STATION MARK 30.7 METERS
 NF1600
 NF1600                          STATION RECOVERY (1981)
 NF1600
 NF1600'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 NF1600'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 (RM 2 WAS
 NF1600'USED AS THE AZIMUTH MARK) WERE RECOVERED IN GOOD CONDITION AS
 NF1600'DESCRIBED.
 NF1600'
 NF1600'THE RM A STATION STAMPED---BURMAN RM A 1969---WAS FOUND IN GOOD
 NF1600'CONDITION AS DESCRIBED.  A METAL BAR WAS PLACED BY RM A STATION.
 NF1600'
 NF1600'STATION BURMAN AND RM A ARE BOTH BURIED APPROXIMATELY 12 INCHES BELOW
 NF1600'THE GROUND SURFACE.
 NF1600'
 NF1600'THERE IS NO MAGNETIC MATERIAL AT STATION BURMAN, REFERENCE MARK 1 OR
 NF1600'REFERENCE MARK 2 (AZIMUTH MARK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1601 ***********************************************************************
 NF1601  DESIGNATION -  BURMAN RM A 1969
 NF1601  PID         -  NF1601
 NF1601  STATE/COUNTY-  MI/IONIA
 NF1601  USGS QUAD   -  PORTLAND NORTH (1978)
 NF1601
 NF1601                         *CURRENT SURVEY CONTROL
 NF1601  ___________________________________________________________________
 NF1601* NAD 83(1994)-  42 59 14.71956(N)    084 55 06.68071(W)     ADJUSTED  
 NF1601* NAVD 88     -       236.5    (meters)     776.     (feet)  VERTCON   
 NF1601  ___________________________________________________________________
 NF1601  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NF1601  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF1601
 NF1601  HORZ ORDER  -  FIRST
 NF1601
 NF1601.The horizontal coordinates were established by classical geodetic methods
 NF1601.and adjusted by the National Geodetic Survey in February 1997..
 NF1601
 NF1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1601
 NF1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1601
 NF1601.The geoid height was determined by GEOID03.
 NF1601
 NF1601;                    North         East     Units Scale Factor Converg.
 NF1601;SPC MI S     -   165,366.866 3,954,996.412   MT  0.99990847   -0 22 32.0
 NF1601;SPC MI S     -   542,542.21 12,975,710.01   iFT  0.99990847   -0 22 32.0
 NF1601;UTM  16      - 4,761,520.219   669,695.093   MT  0.99995427   +1 25 10.4
 NF1601
 NF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1601!SPC MI S     -   0.99996814  x   0.99990847  =   0.99987661
 NF1601!UTM  16      -   0.99996814  x   0.99995427  =   0.99992241
 NF1601
 NF1601:                Primary Azimuth Mark                     Grid Az
 NF1601:SPC MI S     -  CHARLES                                  012 33 47.0
 NF1601:UTM  16      -  CHARLES                                  010 46 04.6
 NF1601
 NF1601|---------------------------------------------------------------------|
 NF1601| PID    Reference Object                     Distance      Geod. Az  |
 NF1601|                                                           dddmmss.s |
 NF1601| OK0545 CHARLES                             APPROX. 8.5 KM 0121115.0 |
 NF1601| NF1600 BURMAN                               28.973 METERS 26806     |
 NF1601|---------------------------------------------------------------------|
 NF1601
 NF1601                          SUPERSEDED SURVEY CONTROL
 NF1601
 NF1601  NAD 83(1986)-  42 59 14.71680(N)    084 55 06.69633(W) AD(       ) 1
 NF1601  NAD 27      -  42 59 14.59948(N)    084 55 06.69775(W) AD(       ) 1
 NF1601  NGVD 29 (07/19/86)  236.6    (m)          776.     (f) VERT ANG       
 NF1601
 NF1601.Superseded values are not recommended for survey control.
 NF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1601.See file dsdata.txt to determine how the superseded data were derived.
 NF1601
 NF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6969561520(NAD 83)
 NF1601_MARKER: DS = TRIANGULATION STATION DISK
 NF1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1601+STABILITY: SURFACE MOTION
 NF1601
 NF1601  HISTORY     - Date     Condition        Report By
 NF1601  HISTORY     - 1969     MONUMENTED       CGS
 NF1601
 NF1601                          STATION DESCRIPTION
 NF1601
 NF1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1601'THE STATION IS LOCATED IN THE SE 1/4 OF SEC. 17, T. 7 N., R. 5 W.
 NF1601'AND ON THE
 NF1601'PROPERTY OF MR. THURMAN BURMAN.  IT IS ABOUT 3-1/2 MILES WSW
 NF1601'OF PEWAMO, 1.3 MILES SE OF
 NF1601'MUIR AND 1-3/4 MILES ENE OF LYONS.
 NF1601'
 NF1601'THE STATION MARK IS A STANDARD DISK STAMPED BURMAN RM A 1969, SET
 NF1601'IN THE TOP OF A
 NF1601'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 16 INCHES
 NF1601'BELOW THE SURFACE OF THE GROUND.
 NF1601'IT IS 89.5 FEET EAST-NORTHEAST OF A
 NF1601'METAL WITNESS POST, 36 FEET NORTH OF THE CENTER OF
 NF1601'KIMBALL ROAD AND
 NF1601'6 FEET NORTH OF AN EAST-WEST POLE FENCE.
 NF1601'
 NF1601'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BURMAN
 NF1601'AND THE DISTANCE,
 NF1601'REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED
 NF1601'BELOW.
 NF1601'
 NF1601'FOR A ROUTE TO REACH THE STATION SEE THE DESCRIPTION FOR
 NF1601'TRIANGULATION
 NF1601'STATION BURMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0627 ***********************************************************************
 QL0627  DESIGNATION -  BURNT BLUFF RESET
 QL0627  PID         -  QL0627
 QL0627  STATE/COUNTY-  MI/DELTA
 QL0627  USGS QUAD   -  FAYETTE (1985)
 QL0627
 QL0627                         *CURRENT SURVEY CONTROL
 QL0627  ___________________________________________________________________
 QL0627* NAD 83(1994)-  45 41 09.52893(N)    086 42 39.59596(W)     ADJUSTED  
 QL0627* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 QL0627  ___________________________________________________________________
 QL0627  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 QL0627  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 QL0627
 QL0627  HORZ ORDER  -  FIRST
 QL0627
 QL0627.The horizontal coordinates were established by classical geodetic methods
 QL0627.and adjusted by the National Geodetic Survey in February 1997..
 QL0627
 QL0627.The orthometric height was scaled from a topographic map.
 QL0627
 QL0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0627
 QL0627.The geoid height was determined by GEOID03.
 QL0627
 QL0627;                    North         East     Units Scale Factor Converg.
 QL0627;SPC MI N     -   100,365.907 8,022,512.270   MT  0.99995716   +0 12 32.0
 QL0627;SPC MI N     -   329,284.47 26,320,578.31   iFT  0.99995716   +0 12 32.0
 QL0627;UTM  16      - 5,059,199.318   522,504.277   MT  0.99960623   +0 12 24.4
 QL0627
 QL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0627!SPC MI N     -   0.99996742  x   0.99995716  =   0.99992458
 QL0627!UTM  16      -   0.99996742  x   0.99960623  =   0.99957366
 QL0627
 QL0627|---------------------------------------------------------------------|
 QL0627| PID    Reference Object                     Distance      Geod. Az  |
 QL0627|                                                           dddmmss.s |
 QL0627| CH1772 BURNT BLUFF RM 4                     24.620 METERS 05224     |
 QL0627| CH1771 BURNT BLUFF AZ MK                                  1745633.6 |
 QL0627| CH1773 BURNT BLUFF RM 5                     26.402 METERS 17913     |
 QL0627|---------------------------------------------------------------------|
 QL0627
 QL0627                          SUPERSEDED SURVEY CONTROL
 QL0627
 QL0627  NAD 83(1986)-  45 41 09.52550(N)    086 42 39.59516(W) AD(       ) 1
 QL0627  NAD 27      -  45 41 09.59720(N)    086 42 39.11180(W) AD(       ) 1
 QL0627
 QL0627.Superseded values are not recommended for survey control.
 QL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0627.See file dsdata.txt to determine how the superseded data were derived.
 QL0627
 QL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER2250459199(NAD 83)
 QL0627_MARKER: Z = SEE DESCRIPTION
 QL0627_SETTING: 0 = UNSPECIFIED SETTING
 QL0627
 QL0627  HISTORY     - Date     Condition        Report By
 QL0627  HISTORY     - 1954     MONUMENTED       USLS
 QL0627  HISTORY     - 1929     SEE DESCRIPTION  CGS
 QL0627  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0627
 QL0627                          STATION DESCRIPTION
 QL0627
 QL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RLP)
 QL0627'ABOUT 3 MILES SOUTHWEST OF FAYETTE, ON HIGHEST PART OF AND ABOUT 20
 QL0627'METERS (66 FEET)
 QL0627'BACK FROM FACE OF BURNT BLUFF, ON FARM OWNED BY ESTATE OF CLEVIS
 QL0627'RAYMOND, ALMOST DIRECTLY OPPOSITE
 QL0627'SIGNBOARD ON FACE OF BLUFF GIVING ELEVATION,
 QL0627'165 PACES NORTH OF EAST-AND-WEST FENCE ALONG
 QL0627'NORTHERN RIM OF BROAD VALLEY WHICH
 QL0627'MAKES UP FROM BEACH ON WHICH PLEASURE RESORT AND WHARF ARE
 QL0627'LOCATED, 6.3 METERS (21
 QL0627'FEET) EAST OF NORTH-AND SOUTH FENCE ALONG BLUFF, 26 PACES SOUTH OF
 QL0627'CENTER LINE OF SMALL RAVINE
 QL0627'WHICH GOES EASTWARD FOR DISTANCE OF 25 PACES FROM NORTH-AND-
 QL0627'SOUTH FENCE, AND 5.87 METERS (19.3
 QL0627'FEET) NORTH OF FLAT STONE MARKED WITH DRILL HOLE
 QL0627'AND LETTERS U.S. MARKED BY STONE POST 8 INCHES
 QL0627'SQUARE, WITH BRASS TRIANGLE
 QL0627'LEADED INTO TOP, AND MARKED U.S.  TOP OF MARK IS 6 INCHES BELOW
 QL0627'SURFACE OF GROUND.
 QL0627'DISTANCES AND DIRECTIONS FROM STATION TO WITNESS STONES (1874) ARE-
 QL0627'10 FEET EAST, 10 FEET
 QL0627'SOUTH, AND 20 FEET SOUTH.
 QL0627
 QL0627                          STATION RECOVERY (1954)
 QL0627
 QL0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0627'STATION WAS RECOVERED AS DESCRIBED BY R.L. PFAU IN 1929 AND THE
 QL0627'UNDERGROUND MARK WAS FOUND TO BE
 QL0627'IN GOOD CONDITION.  THE SURFACE MARK WAS LOOSE SO A NEW MARK USING
 QL0627'THE OLD U.S. LAKE SURVEY DISK WAS
 QL0627'SET OVER THE UNDERGROUND MARK.  TWO NEW REFERENCE MARKS AND
 QL0627'AN AZIMUTH MARK WERE ALSO SET.  A COMPLETE
 QL0627'NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED
 QL0627'ABOUT 10 MILES SOUTHWEST OF GARDEN ON THE HIGHEST POINT OF
 QL0627'BURNT BLUFF.  STATION IS 13 FEET
 QL0627'SOUTH OF OLD WOODEN RAMP BUILT FOR JUMPING CARS OVER CLIFF AND 7 FEET
 QL0627'EAST OF WITNESS POST.  THE MARK
 QL0627'PROJECTS ABOUT 5 INCHES AND THE DISK, A STANDARD U.S.L.S. DISK,
 QL0627'IS STAMPED BURNT BLUFF 1874 1954.
 QL0627'
 QL0627'REFERENCE MARK NO. 4 IS 63 FEET NORTH OF RAMP.  THE MARK PROJECTS
 QL0627'ABOUT 5 INCHES AND THE DISK
 QL0627'IS STAMPED BURNT BLUFF NO 4 1874 1954.  NOTE 11A.
 QL0627'
 QL0627'REFERENCE MARK NO. 5 IS LOCATED AT WEST EDGE OF FIELD.  THE MARK
 QL0627'PROJECTS ABOUT 5 INCHES AND
 QL0627'THE DISK IS STAMPED BURNT BLUFF NO 5 1874 1954.  NOTE 11A.
 QL0627'
 QL0627'AZIMUTH MARK IS 15 FEET EAST OF THE CENTERLINE OF ROAD, 2 FEET NORTH
 QL0627'OF WITNESS POST AND 1.5 FEET
 QL0627'NORTH OF TELEPHONE POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE
 QL0627'DISK IS STAMPED BURNT BLUFF 1954.
 QL0627'NOTE 16A.  CONSIDERABLE CLEARING NECESSARY TO
 QL0627'MAKE AZIMUTH MARK V.G.
 QL0627'
 QL0627'TO REACH FROM THE POST OFFICE IN GARDEN GO SOUTH AND WEST ON COUNTY
 QL0627'ROUTE FOR 11.5 MILES TO
 QL0627'CROSSROADS.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 2.1 MILES TO
 QL0627'FARM HOUSE AND GATE.  PASS THROUGH
 QL0627'GATE AND GO NORTH FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT OR EAST
 QL0627'SIDE OF ROAD AS DESCRIBED.  CONTINUE NORTH
 QL0627'FOR 0.2 MILE TO POINT WHERE ROAD TURNS LEFT
 QL0627'AND GOES DOWN STEEP HILL.  TURN RIGHT ON TRACK ROAD AND
 QL0627'FOLLOW ROAD EAST AND NORTH FOR 0.2
 QL0627'MILE TO RAMP AND STATION AS DESCRIBED.
 QL0627'
 QL0627'1954 OBSERVATIONS TAKEN FROM A 77 FOOT STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0744 ***********************************************************************
 QK0744  DESIGNATION -  BURNT ISLAND USLS 1918
 QK0744  PID         -  QK0744
 QK0744  STATE/COUNTY-  MI/MACKINAC
 QK0744  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0744
 QK0744                         *CURRENT SURVEY CONTROL
 QK0744  ___________________________________________________________________
 QK0744* NAD 83(1994)-  45 57 21.14921(N)    084 37 59.86550(W)     ADJUSTED  
 QK0744* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0744  ___________________________________________________________________
 QK0744  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 QK0744  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QK0744
 QK0744  HORZ ORDER  -  FIRST
 QK0744
 QK0744.The horizontal coordinates were established by classical geodetic methods
 QK0744.and adjusted by the National Geodetic Survey in February 1997..
 QK0744
 QK0744.The orthometric height was scaled from a topographic map.
 QK0744
 QK0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0744
 QK0744.The geoid height was determined by GEOID03.
 QK0744
 QK0744;                    North         East     Units Scale Factor Converg.
 QK0744;SPC MI N     -   133,059.701 8,183,436.314   MT  0.99991928   +1 42 38.3
 QK0744;SPC MI N     -   436,547.58 26,848,544.34   iFT  0.99991928   +1 42 38.3
 QK0744;UTM  16      - 5,091,868.422   683,403.317   MT  1.00001353   +1 42 06.0
 QK0744
 QK0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0744!SPC MI N     -   0.99997783  x   0.99991928  =   0.99989711
 QK0744!UTM  16      -   0.99997783  x   1.00001353  =   0.99999136
 QK0744
 QK0744:                Primary Azimuth Mark                     Grid Az
 QK0744:SPC MI N     -  MACK USLS 1964                           185 05 04.2
 QK0744:UTM  16      -  MACK USLS 1964                           185 05 36.5
 QK0744
 QK0744|---------------------------------------------------------------------|
 QK0744| PID    Reference Object                     Distance      Geod. Az  |
 QK0744|                                                           dddmmss.s |
 QK0744| QK0746 MACK USLS 1964                      APPROX. 7.9 KM 1864742.5 |
 QK0744| QK0743 ST IGNACE RADIO KQA 259 MAST        APPROX.11.4 KM 2205718.2 |
 QK0744| QK0774 MORAN MICROWAVE TOWER               APPROX.10.3 KM 2774202.3 |
 QK0744|---------------------------------------------------------------------|
 QK0744
 QK0744                          SUPERSEDED SURVEY CONTROL
 QK0744
 QK0744  NAD 83(1986)-  45 57 21.14175(N)    084 37 59.86347(W) AD(       ) 1
 QK0744  NAD 27      -  45 57 21.09152(N)    084 37 59.69836(W) AD(       ) 1
 QK0744
 QK0744.Superseded values are not recommended for survey control.
 QK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0744.See file dsdata.txt to determine how the superseded data were derived.
 QK0744
 QK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8340391868(NAD 83)
 QK0744
 QK0744  HISTORY     - Date     Condition        Report By
 QK0744  HISTORY     - 1918     MONUMENTED       USLS
 QK0744
 QK0744                          STATION DESCRIPTION
 QK0744
 QK0744'DESCRIBED BY US LAKE SURVEY 1918
 QK0744'IN STRAITS OF MACKINAC, ON EXTREME SOUTHERLY POINT OF BIG ST. MARTIN,
 QK0744'OR BURNT ISLAND, ON GRAVEL
 QK0744'BANK WHICH IS SMALL ISLAND AT HIGH WATER, 26 FEET NORTHEAST
 QK0744'FROM SMALL PYRAMID OF CONCRETE ON A
 QK0744'FLAT BOULDER, AND 50 FEET N. 70 DEG E. FROM A
 QK0744'LARGE WHITE GRANITE BOULDER.  MARKED BY SPIKE IN MASS
 QK0744'OF CONCRETE, AND MARKED
 QK0744'U.S. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0076 ***********************************************************************
 OJ0076  DESIGNATION -  BURR USLS
 OJ0076  PID         -  OJ0076
 OJ0076  STATE/COUNTY-  MI/SANILAC
 OJ0076  USGS QUAD   -  CROSWELL (1976)
 OJ0076
 OJ0076                         *CURRENT SURVEY CONTROL
 OJ0076  ___________________________________________________________________
 OJ0076* NAD 83(1986)-  43 21 45.     (N)    082 32 13.     (W)     SCALED    
 OJ0076* NAVD 88     -       188.586  (meters)     618.72   (feet)  ADJUSTED  
 OJ0076  ___________________________________________________________________
 OJ0076  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0076  DYNAMIC HT  -         188.549 (meters)     618.60  (feet)  COMP
 OJ0076  MODELED GRAV-     980,418.6   (mgal)                       NAVD 88
 OJ0076
 OJ0076  VERT ORDER  -  FIRST     CLASS 0
 OJ0076
 OJ0076.The horizontal coordinates were scaled from a topographic map and have
 OJ0076.an estimated accuracy of +/- 6 seconds.
 OJ0076
 OJ0076.The orthometric height was determined by differential leveling
 OJ0076.and adjusted by the National Geodetic Survey in June 1991..
 OJ0076.WARNING-Repeat measurements at this control monument indicate possible
 OJ0076.vertical movement.
 OJ0076
 OJ0076.The geoid height was determined by GEOID03.
 OJ0076
 OJ0076.The dynamic height is computed by dividing the NAVD 88
 OJ0076.geopotential number by the normal gravity value computed on the
 OJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0076.degrees latitude (g = 980.6199 gals.).
 OJ0076
 OJ0076.The modeled gravity was interpolated from observed gravity values.
 OJ0076
 OJ0076;                    North         East    Units  Estimated Accuracy
 OJ0076;SPC MI S     -   208,500.    4,148,300.      MT  (+/- 180 meters Scaled)
 OJ0076
 OJ0076                          SUPERSEDED SURVEY CONTROL
 OJ0076
 OJ0076  NGVD 29 (??/??/??)  188.710  (m)          619.13   (f) ADJUSTED    1 0
 OJ0076
 OJ0076.Superseded values are not recommended for survey control.
 OJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0076.See file dsdata.txt to determine how the superseded data were derived.
 OJ0076
 OJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ754022(NAD 83)
 OJ0076_MARKER: B = BOLT
 OJ0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0076_SP_SET: CULVERT
 OJ0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0076
 OJ0076  HISTORY     - Date     Condition        Report By
 OJ0076  HISTORY     - 1970     MONUMENTED       USLS
 OJ0076  HISTORY     - 1970     GOOD             USLS
 OJ0076  HISTORY     - 1980     GOOD             NGS
 OJ0076  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0076
 OJ0076                          STATION DESCRIPTION
 OJ0076
 OJ0076'DESCRIBED BY US LAKE SURVEY 1970
 OJ0076'4.8 MI S FROM PORT SANILAC.
 OJ0076'BURR IS IN SANILAC COUNTY, MICHIGAN, ABOUT 4.8 MILES SOUTH OF
 OJ0076'INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET (M-46)
 OJ0076'IN PORT SANILAC, 0.4 MILE NORTH OF APPLEGATE ROAD, IN FRONT
 OJ0076'OF PROPERTY AT NO. 2347 U.S. 25, 47.2 FEET NORTHWEST OF UTILITY
 OJ0076'POLE NO. D.E. 40-5-38, 36 FEET EAST OF CENTERLINE OF HIGHWAY,
 OJ0076'0.8 FEET NORTH OF SOUTH EDGE AND 0.5 FEET EAST OF WEST EDGE
 OJ0076'OF CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 OJ0076'DIAMETER STEEL BOLT SET INTO THE TOP OF THE CULVERT.  BM BWRR 1970.
 OJ0076
 OJ0076                          STATION RECOVERY (1980)
 OJ0076
 OJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0076'7.7 KILOMETERS (4.8 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0076'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, 0.55 KILOMETER
 OJ0076'(0.35 MILE) NORTH OF THE JUNCTION OF APPLEGATE ROAD, THIS MARK IS
 OJ0076'A 1/2-INCH STEEL BOLT SET NEAR THE SOUTH END OF THE EAST HEADWALL
 OJ0076'OF A SMALL CONCRETE BOX CULVERT, 15.2 METERS (50.0 FEET) NORTH OF
 OJ0076'THE CENTER OF THE DRIVE TO HOUSE NUMBER 2347, 10.9 METERS (36.0
 OJ0076'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 0.25 METER (0.8 FEET)
 OJ0076'NORTH OF THE SOUTH END OF THE HEADWALL.
 OJ0076'THE MARK IS 1.2 M BELOW HIGHWAY.
 OJ0076
 OJ0076                          STATION RECOVERY (1994)
 OJ0076
 OJ0076'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0604 ***********************************************************************
 QL0604  DESIGNATION -  BURSAW
 QL0604  PID         -  QL0604
 QL0604  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0604  USGS QUAD   -  
 QL0604
 QL0604                         *CURRENT SURVEY CONTROL
 QL0604  ___________________________________________________________________
 QL0604* NAD 83(1994)-  45 49 38.16544(N)    086 22 15.36136(W)     ADJUSTED  
 QL0604* NAVD 88     -       208.     (meters)     682.     (feet)  SCALED    
 QL0604  ___________________________________________________________________
 QL0604  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 QL0604  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 QL0604
 QL0604  HORZ ORDER  -  SECOND
 QL0604
 QL0604.The horizontal coordinates were established by classical geodetic methods
 QL0604.and adjusted by the National Geodetic Survey in February 1997..
 QL0604
 QL0604.The orthometric height was scaled from a topographic map.
 QL0604
 QL0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0604
 QL0604.The geoid height was determined by GEOID03.
 QL0604
 QL0604;                    North         East     Units Scale Factor Converg.
 QL0604;SPC MI N     -   116,221.617 8,048,877.250   MT  0.99993459   +0 27 16.9
 QL0604;SPC MI N     -   381,304.52 26,407,077.59   iFT  0.99993459   +0 27 16.9
 QL0604;UTM  16      - 5,075,048.484   548,861.381   MT  0.99962935   +0 27 04.3
 QL0604
 QL0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0604!SPC MI N     -   0.99997298  x   0.99993459  =   0.99990757
 QL0604!UTM  16      -   0.99997298  x   0.99962935  =   0.99960234
 QL0604
 QL0604:                Primary Azimuth Mark                     Grid Az
 QL0604:SPC MI N     -  BURSAW AZ MK                             186 21 01.6
 QL0604:UTM  16      -  BURSAW AZ MK                             186 21 14.2
 QL0604
 QL0604|---------------------------------------------------------------------|
 QL0604| PID    Reference Object                     Distance      Geod. Az  |
 QL0604|                                                           dddmmss.s |
 QL0604| CH1774 BURSAW AZ MK                                       1864818.5 |
 QL0604| CH1776 BURSAW RM 2                          33.306 METERS 27154     |
 QL0604| CH1775 BURSAW RM 1                          24.920 METERS 35628     |
 QL0604|---------------------------------------------------------------------|
 QL0604
 QL0604                          SUPERSEDED SURVEY CONTROL
 QL0604
 QL0604  NAD 83(1986)-  45 49 38.15975(N)    086 22 15.35796(W) AD(       ) 2
 QL0604  NAD 27      -  45 49 38.24198(N)    086 22 14.84951(W) AD(       ) 2
 QL0604
 QL0604.Superseded values are not recommended for survey control.
 QL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0604.See file dsdata.txt to determine how the superseded data were derived.
 QL0604
 QL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4886175048(NAD 83)
 QL0604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0604_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0604
 QL0604  HISTORY     - Date     Condition        Report By
 QL0604  HISTORY     - 1965     MONUMENTED       CGS
 QL0604
 QL0604                          STATION DESCRIPTION
 QL0604
 QL0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0604'STATION IS ABOUT 5 MILES SOUTH-SOUTHWEST OF THOMPSON, 11 MILES
 QL0604'SOUTHWEST OF
 QL0604'MANISTIQUE AND ON STATE OWNED PROPERTY.
 QL0604'
 QL0604'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 QL0604'SCHOOLCRAFT COUNTY
 QL0604'ROAD 435 IN THOMPSON, GO SOUTH-SOUTHWEST ON COUNTY
 QL0604'ROAD 435 FOR 4.45 MILES TO A SIDE
 QL0604'ROAD RIGHT JUST SOUTH OF BURSAW
 QL0604'CREEK.  CONTINUE SOUTH ON COUNTY ROAD 435 FOR 0.75
 QL0604'MILE TO A TRACK ROAD
 QL0604'LEFT AND THE STATION ON THE LEFT 189 FEET SOUTH OF THE INTERSECTION.
 QL0604'
 QL0604'STATION MARKS ARE STANDARD DISKS STAMPED BURSAW 1965.  THE SURFACE
 QL0604'DISK IS SET IN A
 QL0604'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 QL0604'5 FEET NORTH OF A METAL WITNESS
 QL0604'POST, 24 FEET NORTH OF A 6 INCH BIRCH
 QL0604'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 43
 QL0604'FEET EAST OF THE
 QL0604'CENTER OF A GRAVELED ROAD AND 189 FEET SOUTHEAST OF THE INTERSECTION
 QL0604'OF THE GRAVELED ROAD
 QL0604'AND A TRACK ROAD.  THE UNDERGROUND DISK IS SET IN AN
 QL0604'IRREGULAR MASS OF CONCRETE 40 INCHES
 QL0604'BELOW THE SURFACE OF THE GROUND.
 QL0604'
 QL0604'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BURSAW NO 1 1965, IS
 QL0604'SET IN A ROUND
 QL0604'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 8 FEET
 QL0604'SOUTH OF THE CENTER OF THE TRACK
 QL0604'ROAD, 36 FEET EAST OF THE CENTER OF THE
 QL0604'GRAVELED ROAD AND 76 FEET SOUTHEAST OF THE GRAVELED
 QL0604'AND TRACK ROAD
 QL0604'INTERSECTION.
 QL0604'
 QL0604'REFERENCE MARK NO. 2 A STANDARD DISK STAMPED BURSAW NO 2 1965, IS
 QL0604'SET IN A ROUND
 QL0604'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 38
 QL0604'FEET WEST OF THE CENTER OF THE
 QL0604'GRAVELED ROAD AND 82 FEET WEST OF THE
 QL0604'METAL WITNESS POST.
 QL0604'
 QL0604'AZIMUTH MARK, A STANDARD DISK STAMPED BURSAW 1965, IS SET IN A
 QL0604'ROUND CONCRETE
 QL0604'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2 FEET EAST OF A
 QL0604'METAL WITNESS POST AND 48 FEET
 QL0604'WEST OF THE CENTER OF THE GRAVELED ROAD.
 QL0604'
 QL0604'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 QL0604'GRAVELED ROAD FOR
 QL0604'0.2 MILE TO THE MARK ON THE RIGHT.
 QL0604'
 QL0604'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0116 ***********************************************************************
 QK0116  DESIGNATION -  BURT
 QK0116  PID         -  QK0116
 QK0116  STATE/COUNTY-  MI/CHEBOYGAN
 QK0116  USGS QUAD   -  INDIAN RIVER (1986)
 QK0116
 QK0116                         *CURRENT SURVEY CONTROL
 QK0116  ___________________________________________________________________
 QK0116* NAD 83(1986)-  45 24 29.     (N)    084 37 17.     (W)     SCALED    
 QK0116* NAVD 88     -       182.142  (meters)     597.58   (feet)  ADJUSTED  
 QK0116  ___________________________________________________________________
 QK0116  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QK0116  DYNAMIC HT  -         182.141 (meters)     597.57  (feet)  COMP
 QK0116  MODELED GRAV-     980,604.8   (mgal)                       NAVD 88
 QK0116
 QK0116  VERT ORDER  -  FIRST     CLASS I
 QK0116
 QK0116.The horizontal coordinates were scaled from a topographic map and have
 QK0116.an estimated accuracy of +/- 6 seconds.
 QK0116
 QK0116.The orthometric height was determined by differential leveling
 QK0116.and adjusted by the National Geodetic Survey in June 1991..
 QK0116
 QK0116.The geoid height was determined by GEOID03.
 QK0116
 QK0116.The dynamic height is computed by dividing the NAVD 88
 QK0116.geopotential number by the normal gravity value computed on the
 QK0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0116.degrees latitude (g = 980.6199 gals.).
 QK0116
 QK0116.The modeled gravity was interpolated from observed gravity values.
 QK0116
 QK0116;                    North         East    Units  Estimated Accuracy
 QK0116;SPC MI C     -   232,430.    5,980,060.      MT  (+/- 180 meters Scaled)
 QK0116
 QK0116                          SUPERSEDED SURVEY CONTROL
 QK0116
 QK0116.No superseded survey control is available for this station.
 QK0116
 QK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR861310(NAD 83)
 QK0116_MARKER: Z = SEE DESCRIPTION
 QK0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0116_SP_SET: STEEL ROD
 QK0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0116
 QK0116  HISTORY     - Date     Condition        Report By
 QK0116  HISTORY     - 1957     MONUMENTED       USLS
 QK0116  HISTORY     - 1973     GOOD             USLS
 QK0116
 QK0116                          STATION DESCRIPTION
 QK0116
 QK0116'DESCRIBED BY US LAKE SURVEY 1973
 QK0116'AT INDIAN RIVER.
 QK0116'BURT IS AT INDIAN RIVER, CHEBOYGAN COUNTY, MICHIGAN, 0.35 MILE WEST
 QK0116'ALONG SOUTH AVE. FROM THE INTERSECTION OF HWY. M-27 AND SOUTH
 QK0116'AVE. TO LAKE BLVD., 700 FEET NORTH OF THE INTERSECTION OF SOUTH
 QK0116'AVE. AND LAKE BLVD., ABOUT 235 FEET SOUTH OF CONCRETE REVETMENT
 QK0116'ALONG SOUTH SIDE OF RIVER, 79 FEET NORTH OF EXTENDED CENTERLINE
 QK0116'OF OAK ST., 1.1 FEET SOUTH OF SOUTHWEST CORNER OF SINGLE STORY
 QK0116'WHITE FRAME COTTAGE NO. 6598, FLUSH WITH THE GROUND SURFACE,
 QK0116'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 QK0116'STEEL ROD, 20 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0116'BURT 1957.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0636 ***********************************************************************
 QK0636  DESIGNATION -  BURT LAKE EAST BASE
 QK0636  PID         -  QK0636
 QK0636  STATE/COUNTY-  MI/CHEBOYGAN
 QK0636  USGS QUAD   -  INDIAN RIVER (1986)
 QK0636
 QK0636                         *CURRENT SURVEY CONTROL
 QK0636  ___________________________________________________________________
 QK0636* NAD 83(1994)-  45 24 29.75605(N)    084 37 18.15588(W)     ADJUSTED  
 QK0636* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 QK0636  ___________________________________________________________________
 QK0636  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 QK0636  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QK0636
 QK0636  HORZ ORDER  -  SECOND
 QK0636
 QK0636.The horizontal coordinates were established by classical geodetic methods
 QK0636.and adjusted by the National Geodetic Survey in February 1997..
 QK0636
 QK0636.The orthometric height was scaled from a topographic map.
 QK0636
 QK0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0636
 QK0636.The geoid height was determined by GEOID03.
 QK0636
 QK0636;                    North         East     Units Scale Factor Converg.
 QK0636;SPC MI C     -   232,452.755 5,980,035.084   MT  0.99994560   -0 10 48.6
 QK0636;SPC MI C     -   762,640.27 19,619,537.68   iFT  0.99994560   -0 10 48.6
 QK0636;UTM  16      - 5,031,056.609   686,108.993   MT  1.00002588   +1 41 38.9
 QK0636
 QK0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0636!SPC MI C     -   0.99997716  x   0.99994560  =   0.99992276
 QK0636!UTM  16      -   0.99997716  x   1.00002588  =   1.00000304
 QK0636
 QK0636|---------------------------------------------------------------------|
 QK0636| PID    Reference Object                     Distance      Geod. Az  |
 QK0636|                                                           dddmmss.s |
 QK0636| CH1778 BURT LAKE EAST BASE RM 1             12.741 METERS 07631     |
 QK0636| CH1779 BURT LAKE EAST BASE RM 2             15.967 METERS 13632     |
 QK0636| CH1777 BURT LAKE EAST BASE AZ MK                          2245323.7 |
 QK0636|---------------------------------------------------------------------|
 QK0636
 QK0636                          SUPERSEDED SURVEY CONTROL
 QK0636
 QK0636  NAD 83(1986)-  45 24 29.74948(N)    084 37 18.15801(W) AD(       ) 2
 QK0636  NAD 27      -  45 24 29.70100(N)    084 37 18.02900(W) AD(       ) 2
 QK0636
 QK0636.Superseded values are not recommended for survey control.
 QK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0636.See file dsdata.txt to determine how the superseded data were derived.
 QK0636
 QK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8610931057(NAD 83)
 QK0636
 QK0636  HISTORY     - Date     Condition        Report By
 QK0636  HISTORY     - 1913     MONUMENTED       USLS
 QK0636  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0636
 QK0636                          STATION DESCRIPTION
 QK0636
 QK0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0636'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 QK0636'THERE HAS BEEN A ROW OF
 QK0636'CABINS BUILT TO THE EAST OF THE STATION AND IT IS NOW ON THE PROPERTY
 QK0636'OF MR. ALBERT SMITH.  A
 QK0636'DIFFERENCE OF 0.01 OF A FOOT SHORTER WAS FOUND TO REFERENCE
 QK0636'MARK 2, AN AZIMUTH MARK WAS ESTABLISHED AT
 QK0636'THIS TIME.
 QK0636'
 QK0636'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QK0636'
 QK0636'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF INDIAN RIVER, ON
 QK0636'THE SOUTHEAST END OF BURT LAKE
 QK0636'AND ON THE PROPERTY OF MR. ALBERT SMITH.  IT IS 40 FEET EAST OF THE
 QK0636'WATER LINE OF BURT LAKE, 55 FEET
 QK0636'WEST OF THE SOUTHWEST CORNER OF CABIN NO. 6, 18.5
 QK0636'FEET NORTH OF THE NORTHWEST CORNER OF A CONCRETE
 QK0636'SHUFFLE BOARD COURT AND 20 FEET NORTH
 QK0636'OF A 12 INCH PINE TREE.  THE MARK IS A STANDARD U.S.L.S. STATION
 QK0636'MARK DISK STAMPED BURT LAKE
 QK0636'EAST BASE 1913 S AND IS 6 INCHES UNDERGROUND.
 QK0636'
 QK0636'TO REACH THE STATION FROM THE RAILROAD DEPOT IN INDIAN RIVER, GO
 QK0636'SOUTH ON U.S.  HIGHWAY 27
 QK0636'FOR 0.25 MILE TO A PAVED STREET RIGHT.  TURN RIGHT AND GO WEST ON THE
 QK0636'PAVED STREET FOR 0.4 MILE TO
 QK0636'A GRAVEL STREET RIGHT.  TURN RIGHT AND GO NORTH ALONG
 QK0636'THE EAST SIDE OF A ROW OF CABINS FOR ABOUT 200
 QK0636'FEET TO CABIN NO. 5 AND THE MARK
 QK0636'BETWEEN THE CABIN AND THE LAKE.
 QK0636'
 QK0636'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVEL
 QK0636'STREET FOR ABOUT 200 FEET
 QK0636'TO THE PAVED STREET.  TURN LEFT AND GO EAST ON PAVED STREET FOR 0.1
 QK0636'MILE TO A GRAVEL CROSSROAD.  TURN
 QK0636'RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.1 MILE TO A
 QK0636'GRAVEL T ROAD.  TURN RIGHT AND GO WESTERLY ON GRAVEL
 QK0636'ROAD FOR 0.35 MILE TO A BOAT
 QK0636'DOCK AND THE MARK ON THE NORTH SIDE OF A GRAVEL PARKING AREA.  THIS
 QK0636'IS THE PROPERTY OF MR. MC GALVIN
 QK0636'AND IS KNOWN AS MC GALVIN POINT.
 QK0636'
 QK0636'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 QK0636'CABIN NO.5, 17 FEET
 QK0636'SOUTHWEST OF THE NORTHWEST CORNER OF CABIN NO. 5, 3.3 FEET EAST OF
 QK0636'THE EAST EDGE OF A STONE AND
 QK0636'CONCRETE SIDEWALK AND 42 FEET NORTHEAST OF THE NORTHEAST CORNER
 QK0636'OF A CONCRETE SHUFFLE BOARD COURT.
 QK0636'THE MARK IS A STANDARD U.S.L.S. REFERENCE MARK
 QK0636'DISK STAMPED BURT LAKE EAST BASE 1913 1940 S, 7 INCHES
 QK0636'IN DIAMETER AND IS FLUSH.
 QK0636'
 QK0636'REFERENCE MARK 2 IS 24 FEET WEST OF THE SOUTHWEST CORNER OF CABIN NO.
 QK0636'5., 8 FEET WEST OF THE WEST
 QK0636'EDGE OF A STONE AND CONCRETE SIDEWALK, 3 FEET SOUTH OF A 14 INCH
 QK0636'PINE TREE WITH AN OLD TRIANGULAR
 QK0636'BLAZE ON THE NORTH SIDE AND 30 FEET EAST OF THE EAST
 QK0636'EDGE OF THE CONCRETE SHUFFLE BOARD COURT.  THE MARK
 QK0636'IS A STANDARD U.S.L.S. REFERENCE
 QK0636'MARK DISK STAMPED BURT LAKE EAST BASE 1913 1940 S, A CONCRETE POST 7
 QK0636'INCHES IN DIAMETER AND IS
 QK0636'FLUSH.
 QK0636'
 QK0636'THE AZIMUTH MARK IS ON THE NORTHEAST EDGE OF A GRAVEL PARKING AREA, 2
 QK0636'FEET NORTH OF A POWER LINE
 QK0636'POLE, 1.5 FEET NORTHEAST OF A WHITE WITNESS POST, 12 FEET SOUTHEAST
 QK0636'OF THE SOUTHEAST EDGE OF A CONCRETE
 QK0636'BOAT DOCK, 64 FEET EAST OF THE SOUTHEAST CORNER OF A
 QK0636'CONCRETE BLOCK BUILDING AND 9 FEET WEST OF A 10
 QK0636'INCH CEDAR TREE.  THE MARK PROJECTS
 QK0636'1 INCH AND THE DISK IS STAMPED BURT LAKE EAST BASE 1956.
 QK0636'
 QK0636'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1019 ***********************************************************************
 RL1019  DESIGNATION -  BUSH
 RL1019  PID         -  RL1019
 RL1019  STATE/COUNTY-  MI/GOGEBIC
 RL1019  USGS QUAD   -  IMP LAKE (1982)
 RL1019
 RL1019                         *CURRENT SURVEY CONTROL
 RL1019  ___________________________________________________________________
 RL1019* NAD 83(1994)-  46 11 30.08761(N)    089 04 30.07049(W)     ADJUSTED  
 RL1019* NAVD 88     -       561.875  (meters)    1843.42   (feet)  ADJUSTED  
 RL1019  ___________________________________________________________________
 RL1019  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 RL1019  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1019  DYNAMIC HT  -         561.882 (meters)    1843.44  (feet)  COMP
 RL1019  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RL1019
 RL1019  HORZ ORDER  -  FIRST
 RL1019  VERT ORDER  -  SECOND    CLASS 0
 RL1019
 RL1019.The horizontal coordinates were established by classical geodetic methods
 RL1019.and adjusted by the National Geodetic Survey in February 1997..
 RL1019
 RL1019.The orthometric height was determined by differential leveling
 RL1019.and adjusted by the National Geodetic Survey in June 1991..
 RL1019
 RL1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1019
 RL1019.The geoid height was determined by GEOID03.
 RL1019
 RL1019.The dynamic height is computed by dividing the NAVD 88
 RL1019.geopotential number by the normal gravity value computed on the
 RL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1019.degrees latitude (g = 980.6199 gals.).
 RL1019
 RL1019.The modeled gravity was interpolated from observed gravity values.
 RL1019
 RL1019;                    North         East     Units Scale Factor Converg.
 RL1019;SPC MI N     -   158,626.603 7,839,851.757   MT  0.99990416   -1 29 59.3
 RL1019;SPC MI N     -   520,428.49 25,721,298.42   iFT  0.99990416   -1 29 59.3
 RL1019;UTM  16      - 5,117,438.854   339,883.597   MT  0.99991516   -1 29 52.0
 RL1019
 RL1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1019!SPC MI N     -   0.99991685  x   0.99990416  =   0.99982102
 RL1019!UTM  16      -   0.99991685  x   0.99991516  =   0.99983201
 RL1019
 RL1019:                Primary Azimuth Mark                     Grid Az
 RL1019:SPC MI N     -  IMP LAKE LOOKOUT TOWER USGS              006 28 41.2
 RL1019:UTM  16      -  IMP LAKE LOOKOUT TOWER USGS              006 28 33.9
 RL1019
 RL1019|---------------------------------------------------------------------|
 RL1019| PID    Reference Object                     Distance      Geod. Az  |
 RL1019|                                                           dddmmss.s |
 RL1019| RL1605 IMP LAKE LOOKOUT TOWER USGS         APPROX. 2.3 KM 0045841.9 |
 RL1019| RL1022 BUSH AZ MK                                         0182453.5 |
 RL1019| RL1020 BUSH RM 1                            35.230 METERS 02540     |
 RL1019| RL1021 BUSH RM 2                            44.440 METERS 31945     |
 RL1019|---------------------------------------------------------------------|
 RL1019
 RL1019                          SUPERSEDED SURVEY CONTROL
 RL1019
 RL1019  NAD 83(1994)-  46 11 30.08470(N)    089 04 30.06942(W) AD(       ) 1
 RL1019  NAD 83(1986)-  46 11 30.08415(N)    089 04 30.06613(W) AD(       ) 1
 RL1019  NAD 27      -  46 11 30.25900(N)    089 04 29.57300(W) AD(       ) 1
 RL1019  NGVD 29 (??/??/92)  561.893  (m)         1843.48   (f) ADJ UNCH    2 0
 RL1019
 RL1019.Superseded values are not recommended for survey control.
 RL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1019.See file dsdata.txt to determine how the superseded data were derived.
 RL1019
 RL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3988417439(NAD 83)
 RL1019_MARKER: DS = TRIANGULATION STATION DISK
 RL1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1019_STAMPING: BUSH 1940
 RL1019_MARK LOGO: CGS   
 RL1019_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1019+STABILITY: SURFACE MOTION
 RL1019
 RL1019  HISTORY     - Date     Condition        Report By
 RL1019  HISTORY     - 1940     MONUMENTED       CGS
 RL1019  HISTORY     - 1948     GOOD             NGS
 RL1019  HISTORY     - 19950505 GOOD             GLORI
 RL1019
 RL1019                          STATION DESCRIPTION
 RL1019
 RL1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1019'STATION IS LOCATED ON A LOW TIMBERED RIDGE ABOUT 6 MILES
 RL1019'NORTHEAST OF LAND O LAKES AND 7 MILES SOUTHEAST OF WATERSMEET,
 RL1019'ON LAND OWNED BY THE STATE OF MICHIGAN.
 RL1019'
 RL1019'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1019'BRONZE DISKS SET IN CONCRETE.
 RL1019'
 RL1019'TO REACH THE STATION FROM WATERSMEET, GO SOUTH ON STATE HIGHWAY
 RL1019'45 FOR 7.6 MILES TO A ROAD LEFT, EAST, AT A SIGN INDIAN
 RL1019'VILLAGE ROAD, TURN LEFT, AND GO 5.1 MILES TO A FORK, TAKE
 RL1019'LEFT FORK AND GO 1.85 MILES TO THE TOP OF A SMALL RISE AND
 RL1019'A TRIANGULAR-BLAZED 16-INCH MAPLE TREE ON THE RIGHT, (FROM
 RL1019'HERE CONTINUE EAST 0.35 MILE TO A T-ROAD LEFT, TURN LEFT AND
 RL1019'GO 0.1 MILE TO THE AZIMUTH MARK ON RIGHT SIDE OF THE ROAD),
 RL1019'TURN RIGHT ON DIM TRACKS UP HILL AND GO 0.5 MILE TO THE END OF
 RL1019'TRACKS AT THE TOP OF THE HILL AND STATION.
 RL1019'
 RL1019'STATION MARK IS STAMPED BUSH 1940 AND PROJECTS 6 INCHES,
 RL1019'IS 10 FEET SOUTHEAST OF A 10-INCH MAPLE TREE AND 22 FEET
 RL1019'SOUTHEAST OF A TRIANGULAR-BLAZED 16-INCH MAPLE TREE.
 RL1019'
 RL1019'REFERENCE MARK NO. 1 IS STAMPED BUSH NO. 1 1940 AND PROJECTS
 RL1019'2 INCHES.  IT IS 10 FEET EAST OF A 14-INCH MAPLE TREE.
 RL1019'
 RL1019'REFERENCE MARK NO. 2 IS STAMPED BUSH NO. 2 1940 AND PROJECTS
 RL1019'6 INCHES.  IT IS 10 FEET WEST OF THE TRACK ROAD LEADING TO
 RL1019'THE STATION.
 RL1019'
 RL1019'THE AZIMUTH MARK IS STAMPED BUSH 1940 AND PROJECTS 6 INCHES.
 RL1019'IT IS 17 FEET EAST OF THE CENTER LINE OF A GRAVEL ROAD AND
 RL1019'ABOUT 4 FEET HIGHER THAN THE ROAD BED.  A 90-FOOT TOWER IS
 RL1019'NECESSARY TO SEE THE AZIMUTH MARK, DUE TO THE HEAVY GROWTH
 RL1019'OF TIMBER AROUND STATION.
 RL1019'
 RL1019'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL1019
 RL1019                          STATION RECOVERY (1948)
 RL1019
 RL1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL1019'8.4 MI NE FROM LAND O LAKES.
 RL1019'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1019'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1019'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1019'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A ROAD LEADING TO U.S.
 RL1019'HIGHWAY 2, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL TO THE
 RL1019'TOP OF A WOODED HILL AND END OF TRAIL, IN A SMALL CLEARING, 147
 RL1019'FEET SOUTHEAST OF R.M. NO. 2, 116 FEET SOUTH-SOUTHWEST OF R.M.
 RL1019'NO. 1, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1019
 RL1019                          STATION RECOVERY (1995)
 RL1019
 RL1019'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1995 (RLD)
 RL1019'TO REACH STATION FROM THE INTERSECTION OF US 2 AND US 45 IN
 RL1019'WATERSMEET, PROCEED EASTERLY ON US 2 FOR 5.3 MILES (8.5 KM) TO A T
 RL1019'INTERSECTION WITH FR 3978 (IMP LAKE CAMPGROUND ROAD) .  TURN RIGHT AND
 RL1019'PROCEED SOUTHERLY 2.7 MILES (4.3 KM) TO THE INTERSECTION WITH FR 3940.
 RL1019'TURN RIGHT AND PROCEED WESTERLY 0.25 MILES (0.40 KM) TO A LOGGING ROAD
 RL1019'LEFT.  ROAD LEFT IS DRY WEATHER 4X4 ONLY AND BEARS S17E.  FOLLOW ROAD
 RL1019'FOR 505 FEET (153.9 M) TO WHERE IT TURNS SHARP LEFT.  THIS IS THE END
 RL1019'OF TRUCK TRAVEL.  FROM THIS POINT PROCEED ON FOOT.  S14 1/2 E (MAG.)
 RL1019'UPHILL, FOR 1310 FEET (399.3 M) TO THE STATION.  AZIMUTH MARK IS 0.1
 RL1019'MILES (0.2 KM) NORTH OF THE INTERSECTION OF FR 3978 AND FR 3940 AND 18
 RL1019'FEET (5.5 M) EAST OF THE CENTERLINE OF FR 3978. FROM STATION STEEL
 RL1019'RAIL BEARS S.05 W.  1.9 FT.FROM R.M.1 STEEL RAIL BEARS N.27 E.  1.35
 RL1019'FT.FROM R.M.2 STEEL RAIL BEARS N.51 W.  1.05 FT.FROM AZIMUTH MARK
 RL1019'STEEL RAIL BEARS S.83 E.  1.55 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0038 ***********************************************************************
 QK0038  DESIGNATION -  BUSH
 QK0038  PID         -  QK0038
 QK0038  STATE/COUNTY-  MI/MACKINAC
 QK0038  USGS QUAD   -  CEDARVILLE (1975)
 QK0038
 QK0038                         *CURRENT SURVEY CONTROL
 QK0038  ___________________________________________________________________
 QK0038* NAD 83(1986)-  45 59 29.     (N)    084 16 10.     (W)     SCALED    
 QK0038* NAVD 88     -       177.559  (meters)     582.54   (feet)  ADJUSTED  
 QK0038  ___________________________________________________________________
 QK0038  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 QK0038  DYNAMIC HT  -         177.564 (meters)     582.56  (feet)  COMP
 QK0038  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 QK0038
 QK0038  VERT ORDER  -  FIRST     CLASS 0
 QK0038
 QK0038.The horizontal coordinates were scaled from a topographic map and have
 QK0038.an estimated accuracy of +/- 6 seconds.
 QK0038
 QK0038.The orthometric height was determined by differential leveling
 QK0038.and adjusted by the National Geodetic Survey in June 1991..
 QK0038.WARNING-Repeat measurements at this control monument indicate possible
 QK0038.vertical movement.
 QK0038
 QK0038.The geoid height was determined by GEOID03.
 QK0038
 QK0038.The dynamic height is computed by dividing the NAVD 88
 QK0038.geopotential number by the normal gravity value computed on the
 QK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0038.degrees latitude (g = 980.6199 gals.).
 QK0038
 QK0038.The modeled gravity was interpolated from observed gravity values.
 QK0038
 QK0038;                    North         East    Units  Estimated Accuracy
 QK0038;SPC MI N     -   137,910.    8,211,490.      MT  (+/- 180 meters Scaled)
 QK0038
 QK0038                          SUPERSEDED SURVEY CONTROL
 QK0038
 QK0038.No superseded survey control is available for this station.
 QK0038
 QK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR114967(NAD 83)
 QK0038_MARKER: B = BOLT
 QK0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0038_SP_SET: CULVERT
 QK0038_MARK LOGO: NONE  
 QK0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0038
 QK0038  HISTORY     - Date     Condition        Report By
 QK0038  HISTORY     - 1971     MONUMENTED       NOS
 QK0038  HISTORY     - 1972     GOOD             USLS
 QK0038  HISTORY     - 1983     GOOD             NGS
 QK0038  HISTORY     - 19940728 GOOD             USPSQD
 QK0038  HISTORY     - 19950712 GOOD             USPSQD
 QK0038  HISTORY     - 20010331 GOOD             NGS
 QK0038
 QK0038                          STATION DESCRIPTION
 QK0038
 QK0038'DESCRIBED BY US LAKE SURVEY 1972
 QK0038'4.9 MI E FROM CEDARVILLE.
 QK0038'BUSH IS IN MACKINAC COUNTY, MICHIGAN, 4.9 MILES EAST ALONG HIGHWAY
 QK0038'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0038'ROAD) IN CEDARVILLE, 0.6 MILES EAST OF U.S. STEEL CORP. RAILROAD
 QK0038'OVERPASS LEADING TO PORT DOLOMITE, 350 FEET WEST OF A ROADSIDE
 QK0038'PARK, 33 FEET SOUTH OF CENTERLINE OF HIGHWAY M-134, 1.4 FEET
 QK0038'WEST OF EAST FACE AND 0.4 FOOT NORTH OF SOUTH FACE OF 10 FOOT
 QK0038'CONCRETE CULVERT ABUTMENT OVER BUSH CREEK, 4 FEET BELOW THE
 QK0038'ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0038'STEEL BOLT SET INTO THE TOP OF THE CULVERT.  NOTE-- PREV. DESIG.
 QK0038'BUSH 1971.
 QK0038
 QK0038                          STATION RECOVERY (1983)
 QK0038
 QK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0038'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM
 QK0038'(4.9 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0038'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0038'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.4 METER (1.4 FT) WEST
 QK0038'OF THE EAST END OF THE SOUTH HEADWALL, 10.05 METERS (33.0 FT) SOUTH OF
 QK0038'THE CENTERLINE OF THE HIGHWAY, AND 2.89 METERS (9.5 FT) EAST OF A
 QK0038'6-INCH DIAMETER WHITE WOOD POST PROJECTING 1.12 METERS (3.7 FT) ABOVE
 QK0038'THE GROUND.
 QK0038'THE MARK IS 1.2 M BELOW HIGHWAY.
 QK0038
 QK0038                          STATION RECOVERY (1994)
 QK0038
 QK0038'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0038'RECOVERED IN GOOD CONDITION.
 QK0038
 QK0038                          STATION RECOVERY (1995)
 QK0038
 QK0038'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0038'RECOVERED IN GOOD CONDITION.
 QK0038
 QK0038                          STATION RECOVERY (2001)
 QK0038
 QK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1022 ***********************************************************************
 RL1022  DESIGNATION -  BUSH AZ MK
 RL1022  PID         -  RL1022
 RL1022  STATE/COUNTY-  MI/GOGEBIC
 RL1022  USGS QUAD   -  IMP LAKE (1982)
 RL1022
 RL1022                         *CURRENT SURVEY CONTROL
 RL1022  ___________________________________________________________________
 RL1022* NAD 83(1986)-  46 11 57.     (N)    089 04 17.     (W)     SCALED    
 RL1022* NAVD 88     -       531.194  (meters)    1742.76   (feet)  ADJUSTED  
 RL1022  ___________________________________________________________________
 RL1022  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1022  DYNAMIC HT  -         531.200 (meters)    1742.78  (feet)  COMP
 RL1022  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 RL1022
 RL1022  VERT ORDER  -  SECOND    CLASS 0
 RL1022
 RL1022.The horizontal coordinates were scaled from a topographic map and have
 RL1022.an estimated accuracy of +/- 6 seconds.
 RL1022
 RL1022.The orthometric height was determined by differential leveling
 RL1022.and adjusted by the National Geodetic Survey in June 1991..
 RL1022
 RL1022.The geoid height was determined by GEOID03.
 RL1022
 RL1022.The dynamic height is computed by dividing the NAVD 88
 RL1022.geopotential number by the normal gravity value computed on the
 RL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1022.degrees latitude (g = 980.6199 gals.).
 RL1022
 RL1022.The modeled gravity was interpolated from observed gravity values.
 RL1022
 RL1022;                    North         East    Units  Estimated Accuracy
 RL1022;SPC MI N     -   159,450.    7,840,150.      MT  (+/- 180 meters Scaled)
 RL1022
 RL1022                          SUPERSEDED SURVEY CONTROL
 RL1022
 RL1022  NGVD 29 (??/??/92)  531.212  (m)         1742.82   (f) ADJ UNCH    2 0
 RL1022
 RL1022.Superseded values are not recommended for survey control.
 RL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1022.See file dsdata.txt to determine how the superseded data were derived.
 RL1022
 RL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS401182(NAD 83)
 RL1022_MARKER: DZ = AZIMUTH MARK DISK
 RL1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1022_STAMPING: BUSH 1940
 RL1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1022+STABILITY: SURFACE MOTION
 RL1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1022+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005
 RL1022
 RL1022  HISTORY     - Date     Condition        Report By
 RL1022  HISTORY     - 1940     MONUMENTED       CGS
 RL1022  HISTORY     - 1948     GOOD             NGS
 RL1022  HISTORY     - 20050425 GOOD             GEOCAC
 RL1022
 RL1022                          STATION DESCRIPTION
 RL1022
 RL1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1022'8.5 MI NE FROM LAND O LAKES.
 RL1022'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1022'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, THENCE
 RL1022'ABOUT 5.25 MILES EAST ALONG A GRAVEL ROAD TO LAC VIEUX DESERT,
 RL1022'THENCE ABOUT 2.2 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING
 RL1022'TO U.S. HIGHWAY 2, THENCE ABOUT 0.1 MILE NORTH ALONG A ROAD
 RL1022'TO IMP LAKE AND LOOKOUT TOWER, 150 FEET NORTH-NORTHEAST OF THE
 RL1022'CENTER OF THE JUNCTION OF A TRAIL NORTHWEST, 137 FEET SOUTH
 RL1022'OF THE TOP OF A GRADE, 17 FEET EAST OF THE CENTER LINE OF THE
 RL1022'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 RL1022'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RL1022'INCHES.
 RL1022
 RL1022                          STATION RECOVERY (2005)
 RL1022
 RL1022'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1022'NAD 83(1986)-  46 11 56.3 (N)    089 04 17.9 (W)     HANDHELD GPS
 RL1022' 
 RL1022'IT IS LOCATED 0.1 MILE NORTH ALONG FR 3978 FROM THE JUNCTION WITH FR
 RL1022'3940 AND 1.9 FT EAST OF A EXISTING METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1020 ***********************************************************************
 RL1020  DESIGNATION -  BUSH RM 1
 RL1020  PID         -  RL1020
 RL1020  STATE/COUNTY-  MI/GOGEBIC
 RL1020  USGS QUAD   -  IMP LAKE (1982)
 RL1020
 RL1020                         *CURRENT SURVEY CONTROL
 RL1020  ___________________________________________________________________
 RL1020* NAD 83(1986)-  46 11 30.     (N)    089 04 29.     (W)     SCALED    
 RL1020* NAVD 88     -       560.983  (meters)    1840.49   (feet)  ADJUSTED  
 RL1020  ___________________________________________________________________
 RL1020  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1020  DYNAMIC HT  -         560.990 (meters)    1840.51  (feet)  COMP
 RL1020  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RL1020
 RL1020  VERT ORDER  -  SECOND    CLASS 0
 RL1020
 RL1020.The horizontal coordinates were scaled from a topographic map and have
 RL1020.an estimated accuracy of +/- 6 seconds.
 RL1020
 RL1020.The orthometric height was determined by differential leveling
 RL1020.and adjusted by the National Geodetic Survey in June 1991..
 RL1020
 RL1020.The geoid height was determined by GEOID03.
 RL1020
 RL1020.The dynamic height is computed by dividing the NAVD 88
 RL1020.geopotential number by the normal gravity value computed on the
 RL1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1020.degrees latitude (g = 980.6199 gals.).
 RL1020
 RL1020.The modeled gravity was interpolated from observed gravity values.
 RL1020
 RL1020;                    North         East    Units  Estimated Accuracy
 RL1020;SPC MI N     -   158,620.    7,839,880.      MT  (+/- 180 meters Scaled)
 RL1020
 RL1020                          SUPERSEDED SURVEY CONTROL
 RL1020
 RL1020  NGVD 29 (??/??/92)  561.002  (m)         1840.55   (f) ADJ UNCH    2 0
 RL1020
 RL1020.Superseded values are not recommended for survey control.
 RL1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1020.See file dsdata.txt to determine how the superseded data were derived.
 RL1020
 RL1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS399174(NAD 83)
 RL1020_MARKER: DR = REFERENCE MARK DISK
 RL1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1020_STAMPING: BUSH RM 1 1940
 RL1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1020+STABILITY: SURFACE MOTION
 RL1020
 RL1020  HISTORY     - Date     Condition        Report By
 RL1020  HISTORY     - 1940     MONUMENTED       CGS
 RL1020  HISTORY     - 1948     GOOD             NGS
 RL1020
 RL1020                          STATION DESCRIPTION
 RL1020
 RL1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1020'8.4 MI NE FROM LAND O LAKES.
 RL1020'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1020'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1020'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1020'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A ROAD LEADING TO
 RL1020'U.S. HIGHWAY 2, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL
 RL1020'TO THE TOP OF A WOODED HILL AND END OF TRAIL, 116 FEET
 RL1020'NORTH-NORTHEAST OF THE STATION AND SET IN THE TOP OF A CONCRETE
 RL1020'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1021 ***********************************************************************
 RL1021  DESIGNATION -  BUSH RM 2
 RL1021  PID         -  RL1021
 RL1021  STATE/COUNTY-  MI/GOGEBIC
 RL1021  USGS QUAD   -  IMP LAKE (1982)
 RL1021
 RL1021                         *CURRENT SURVEY CONTROL
 RL1021  ___________________________________________________________________
 RL1021* NAD 83(1986)-  46 11 30.     (N)    089 04 29.     (W)     SCALED    
 RL1021* NAVD 88     -       561.547  (meters)    1842.34   (feet)  ADJUSTED  
 RL1021  ___________________________________________________________________
 RL1021  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1021  DYNAMIC HT  -         561.554 (meters)    1842.37  (feet)  COMP
 RL1021  MODELED GRAV-     980,608.2   (mgal)                       NAVD 88
 RL1021
 RL1021  VERT ORDER  -  SECOND    CLASS 0
 RL1021
 RL1021.The horizontal coordinates were scaled from a topographic map and have
 RL1021.an estimated accuracy of +/- 6 seconds.
 RL1021
 RL1021.The orthometric height was determined by differential leveling
 RL1021.and adjusted by the National Geodetic Survey in June 1991..
 RL1021
 RL1021.The geoid height was determined by GEOID03.
 RL1021
 RL1021.The dynamic height is computed by dividing the NAVD 88
 RL1021.geopotential number by the normal gravity value computed on the
 RL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1021.degrees latitude (g = 980.6199 gals.).
 RL1021
 RL1021.The modeled gravity was interpolated from observed gravity values.
 RL1021
 RL1021;                    North         East    Units  Estimated Accuracy
 RL1021;SPC MI N     -   158,620.    7,839,880.      MT  (+/- 180 meters Scaled)
 RL1021
 RL1021                          SUPERSEDED SURVEY CONTROL
 RL1021
 RL1021  NGVD 29 (??/??/92)  561.566  (m)         1842.40   (f) ADJ UNCH    2 0
 RL1021
 RL1021.Superseded values are not recommended for survey control.
 RL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1021.See file dsdata.txt to determine how the superseded data were derived.
 RL1021
 RL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS399174(NAD 83)
 RL1021_MARKER: DR = REFERENCE MARK DISK
 RL1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1021_STAMPING: BUSH RM 2 1940
 RL1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1021+STABILITY: SURFACE MOTION
 RL1021
 RL1021  HISTORY     - Date     Condition        Report By
 RL1021  HISTORY     - 1940     MONUMENTED       CGS
 RL1021  HISTORY     - 1948     GOOD             NGS
 RL1021
 RL1021                          STATION DESCRIPTION
 RL1021
 RL1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1021'8.4 MI NE FROM LAND O LAKES.
 RL1021'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1021'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1021'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1021'THENCE ABOUT 1.85 MILES NORTHEAST ALONG A ROAD LEADING TO
 RL1021'U.S. HIGHWAY 2, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL
 RL1021'TO THE TOP OF A WOODED HILL, 147 FEET NORTHWEST OF THE STATION
 RL1021'MARK, 9 FEET WEST OF THE CENTER LINE OF THE DIM TRAIL, ABOUT
 RL1021'50 YARDS NORTHWEST OF THE END OF THE TRAIL, ABOUT LEVEL WITH
 RL1021'THE TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL1021'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0608 ***********************************************************************
 OL0608  DESIGNATION -  BUTTER
 OL0608  PID         -  OL0608
 OL0608  STATE/COUNTY-  MI/MASON
 OL0608  USGS QUAD   -  
 OL0608
 OL0608                         *CURRENT SURVEY CONTROL
 OL0608  ___________________________________________________________________
 OL0608* NAD 83(1994)-  43 56 50.35173(N)    086 27 18.60699(W)     ADJUSTED  
 OL0608* NAVD 88     -       178.     (meters)     584.     (feet)  GPS OBS   
 OL0608  ___________________________________________________________________
 OL0608  X           -     284,393.734 (meters)                     COMP
 OL0608  Y           -  -4,590,843.111 (meters)                     COMP
 OL0608  Z           -   4,403,978.441 (meters)                     COMP
 OL0608  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 OL0608  ELLIP HEIGHT-         143.03  (meters)          (07/17/02) GPS OBS
 OL0608  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OL0608
 OL0608  HORZ ORDER  -  SECOND
 OL0608  ELLP ORDER  -  FOURTH    CLASS I
 OL0608
 OL0608.The horizontal coordinates were established by GPS observations
 OL0608.and adjusted by the National Geodetic Survey in February 1997..
 OL0608.No horizontal observational check was made to the station.
 OL0608
 OL0608.The orthometric height was determined by GPS observations and a
 OL0608.high-resolution geoid model.
 OL0608.No vertical observational check was made to the station.
 OL0608
 OL0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0608
 OL0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0608
 OL0608.The ellipsoidal height was determined by GPS observations
 OL0608.and is referenced to NAD 83.
 OL0608
 OL0608.The geoid height was determined by GEOID03.
 OL0608
 OL0608;                    North         East     Units Scale Factor Converg.
 OL0608;SPC MI C     -    72,239.726 5,832,349.126   MT  1.00006244   -1 28 31.2
 OL0608;SPC MI C     -   237,006.98 19,135,003.69   iFT  1.00006244   -1 28 31.2
 OL0608;UTM  16      - 4,866,166.071   543,720.029   MT  0.99962351   +0 22 41.2
 OL0608
 OL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0608!SPC MI C     -   0.99997757  x   1.00006244  =   1.00004001
 OL0608!UTM  16      -   0.99997757  x   0.99962351  =   0.99960109
 OL0608
 OL0608                          SUPERSEDED SURVEY CONTROL
 OL0608
 OL0608  ELLIP H (02/03/97)  143.16   (m)                       GP(       ) 4 1
 OL0608  NAD 83(1986)-  43 56 50.35601(N)    086 27 18.61712(W) AD(       ) 2
 OL0608
 OL0608.Superseded values are not recommended for survey control.
 OL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0608.See file dsdata.txt to determine how the superseded data were derived.
 OL0608
 OL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4372066166(NAD 83)
 OL0608_MARKER: DD = SURVEY DISK
 OL0608_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0608_SP_SET: METAL PIPE IN CONCRETE
 OL0608_STAMPING: BUTTER GPS 1991
 OL0608_MARK LOGO: NOS   
 OL0608_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OL0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0608+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 OL0608
 OL0608  HISTORY     - Date     Condition        Report By
 OL0608  HISTORY     - 1991     MONUMENTED       NOS
 OL0608  HISTORY     - 20031010 GOOD             USPSQD
 OL0608
 OL0608                          STATION DESCRIPTION
 OL0608
 OL0608'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 OL0608'STATION IS LOCATED 0.3 MI (0.48 KM) SOUTH OF LUDINGTON AT COMMUNITY OF
 OL0608'BUTTERSVILLE ON THE WEST SIDE OF PERE MARQUETTE LAKE.
 OL0608'TO REACH FROM OLD HWY 31 (S. PERE MARQUETTE HWY) AND IRIS RD. ABOUT
 OL0608'2.5 MI (4.02 KM) SE OF LUDINGTON,  GO WEST ON IRIS RD 1.6 MI
 OL0608'(2.57 KM) TO T-INTERSECTION. TURN RIGHT AND GO NORTH ON LAKESHORE DR.
 OL0608'2.0 MI (3.22 KM) TO STATION ON RIGHT.
 OL0608'STATION IS A STANDARD NOS ALUMINUM DISK STAMPED BUTTER GPS 1991
 OL0608'ATTACHED TO A FOUR FOOT ALUMINUM ROD THAT IS SURROUNDED BY A MASS OF
 OL0608'CONCRETE THAT IS FLUSH.  IT IS 27.2 M (89.24 FT) SOUTHWEST OF
 OL0608'SHORELINE, 19.2 M (62.99 FT) EAST OF CENTERLINE OF LAKESHORE DR, 12.7
 OL0608'M (41.67 FT) SOUTHEAST OF SOUTHEAST EDGE OF PARKING LOT, AND 11.0 M
 OL0608'(36.09 FT) NORTHWEST OF NORTHWEST CORNER OF SHED.
 OL0608'DESCRIBED BY LPH.
 OL0608
 OL0608                          STATION RECOVERY (2003)
 OL0608
 OL0608'RECOVERY NOTE BY US POWER SQUADRON 2003 (ES)
 OL0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1198 ***********************************************************************
 RJ1198  DESIGNATION -  BVOR LUCE COUNTY ERY
 RJ1198  PID         -  RJ1198
 RJ1198  STATE/COUNTY-  MI/LUCE
 RJ1198  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ1198
 RJ1198                         *CURRENT SURVEY CONTROL
 RJ1198  ___________________________________________________________________
 RJ1198* NAD 83(1994)-  46 18 44.82319(N)    085 27 48.90513(W)     ADJUSTED  
 RJ1198* NAVD 88     -       265.     (meters)     869.     (feet)  VERTCON   
 RJ1198  ___________________________________________________________________
 RJ1198  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 RJ1198  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 RJ1198
 RJ1198  HORZ ORDER  -  THIRD
 RJ1198
 RJ1198.This mark is at Luce Co Hale Airport (ERY)
 RJ1198
 RJ1198.The horizontal coordinates were established by classical geodetic methods
 RJ1198.and adjusted by the National Geodetic Survey in February 1997..
 RJ1198
 RJ1198.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1198
 RJ1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1198
 RJ1198.The geoid height was determined by GEOID03.
 RJ1198
 RJ1198;                    North         East     Units Scale Factor Converg.
 RJ1198;SPC MI N     -   171,099.062 8,118,325.210   MT  0.99990295   +1 06 37.8
 RJ1198;SPC MI N     -   561,348.63 26,634,925.23   iFT  0.99990295   +1 06 37.8
 RJ1198;UTM  16      - 5,129,910.942   618,296.138   MT  0.99977202   +1 06 40.1
 RJ1198
 RJ1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1198!SPC MI N     -   0.99996398  x   0.99990295  =   0.99986694
 RJ1198!UTM  16      -   0.99996398  x   0.99977202  =   0.99973601
 RJ1198
 RJ1198                          SUPERSEDED SURVEY CONTROL
 RJ1198
 RJ1198  NAD 83(1986)-  46 18 44.81943(N)    085 27 48.90615(W) AD(       ) 4
 RJ1198  NAD 27      -  46 18 44.82431(N)    085 27 48.51854(W) AD(       ) 3
 RJ1198  NGVD 29 (07/19/86)  265.     (m)          869.     (f) VERT ANG       
 RJ1198
 RJ1198.Superseded values are not recommended for survey control.
 RJ1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1198.See file dsdata.txt to determine how the superseded data were derived.
 RJ1198
 RJ1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1829629911(NAD 83)
 RJ1198
 RJ1198  HISTORY     - Date     Condition        Report By
 RJ1198  HISTORY     - 1975     MONUMENTED       NGS
 RJ1198
 RJ1198                          STATION DESCRIPTION
 RJ1198
 RJ1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1198'THE STATION IS LOCATED 3-1/2 MILES SOUTHEAST OF NEWBERRY AT THE
 RJ1198'LUCE COUNTY AIRPORT.
 RJ1198'
 RJ1198'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION UPPER
 RJ1198'1965, DISTANCE BEING 692.278 METERS OR (2271.25 FEET) NORTHWEST
 RJ1198'OF STATION UPPER.  THE STATION IS THE CENTER OF A ROUND BUILDING,
 RJ1198'WHICH IS ABOUT 10 FEET HIGH, PAINTED RED AND WHITE, WITH A WHITE
 RJ1198'INVERTED CONE SHAPED STRUCTURE ON ITS TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0142 ***********************************************************************
 RJ0142  DESIGNATION -  BYERS
 RJ0142  PID         -  RJ0142
 RJ0142  STATE/COUNTY-  MI/CHIPPEWA
 RJ0142  USGS QUAD   -  SHALLOWS (1975)
 RJ0142
 RJ0142                         *CURRENT SURVEY CONTROL
 RJ0142  ___________________________________________________________________
 RJ0142* NAD 83(1986)-  46 26 21.     (N)    084 24 02.     (W)     SCALED    
 RJ0142* NAVD 88     -       215.090  (meters)     705.67   (feet)  ADJUSTED  
 RJ0142  ___________________________________________________________________
 RJ0142  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ0142  DYNAMIC HT  -         215.103 (meters)     705.72  (feet)  COMP
 RJ0142  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 RJ0142
 RJ0142  VERT ORDER  -  FIRST     CLASS 0
 RJ0142
 RJ0142.The horizontal coordinates were scaled from a topographic map and have
 RJ0142.an estimated accuracy of +/- 6 seconds.
 RJ0142
 RJ0142.The orthometric height was determined by differential leveling
 RJ0142.and adjusted by the National Geodetic Survey in June 1991..
 RJ0142
 RJ0142.The geoid height was determined by GEOID03.
 RJ0142
 RJ0142.The dynamic height is computed by dividing the NAVD 88
 RJ0142.geopotential number by the normal gravity value computed on the
 RJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0142.degrees latitude (g = 980.6199 gals.).
 RJ0142
 RJ0142.The modeled gravity was interpolated from observed gravity values.
 RJ0142
 RJ0142;                    North         East    Units  Estimated Accuracy
 RJ0142;SPC MI N     -   187,310.    8,199,710.      MT  (+/- 180 meters Scaled)
 RJ0142
 RJ0142                          SUPERSEDED SURVEY CONTROL
 RJ0142
 RJ0142  NGVD 29 (??/??/92)  215.04   (m)          705.5    (f) COMPUTED    1 0
 RJ0142
 RJ0142.Superseded values are not recommended for survey control.
 RJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0142.See file dsdata.txt to determine how the superseded data were derived.
 RJ0142
 RJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS996461(NAD 83)
 RJ0142_MARKER: Z = SEE DESCRIPTION
 RJ0142_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0142+WITH SETTING: INTO GROUND
 RJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0142+STABILITY: SURFACE MOTION
 RJ0142
 RJ0142  HISTORY     - Date     Condition        Report By
 RJ0142  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0142  HISTORY     - 1972     GOOD             USLS
 RJ0142  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0142
 RJ0142                          STATION DESCRIPTION
 RJ0142
 RJ0142'DESCRIBED BY US LAKE SURVEY 1972
 RJ0142'1.8 MI S FROM SAULT STE MARIE.
 RJ0142'BYERS IS IN CHIPPEWA COUNTY, MICHIGAN, 1.8 MILES SOUTH OF
 RJ0142'INTERSECTION OF BAKER AND 3-MILE (SAULT STE. MARIE CITY LIMIT)
 RJ0142'ROADS, 0.1 MILE SOUTH OF 4-1/2 MILE ROAD, 89 FEET WEST OF
 RJ0142'CENTERLINE OF BAKER ROAD, 41.8 FEET SOUTHWEST OF FENCE CORNER,
 RJ0142'41.1 FEET NORTHWEST OF UTILITY POLE NO. E3901, 21.8 FEET
 RJ0142'NORTHERLY OF SOUTHEAST CORNER OF GARAGE ON BYERS FARM, 12 FEET
 RJ0142'SOUTH OF EAST-WEST FENCE LINE, 3.5 FEET EAST ON NORTHEAST CORNER
 RJ0142'AND IN LINE WITH NORTH FACE OF GARAGE, 3/4-FOOT BELOW THE
 RJ0142'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0142'COPPER-COATED STEEL ROD, 35 FEET LONG.
 RJ0142
 RJ0142                          STATION RECOVERY (1983)
 RJ0142
 RJ0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0142'NOT RECOVERED, GARAGE NOT FOUND IN AREA, BENCH MARK POSSIBLY TAKEN OUT
 RJ0142'OR COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1642 ***********************************************************************
 NF1642  DESIGNATION -  BYRON CTR BELL TEL MICROWAVE
 NF1642  PID         -  NF1642
 NF1642  STATE/COUNTY-  MI/KENT
 NF1642  USGS QUAD   -  CUTLERVILLE (1982)
 NF1642
 NF1642                         *CURRENT SURVEY CONTROL
 NF1642  ___________________________________________________________________
 NF1642* NAD 83(1994)-  42 47 48.73547(N)    085 39 13.05257(W)     ADJUSTED  
 NF1642* NAVD 88     -                                                        
 NF1642  ___________________________________________________________________
 NF1642  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 NF1642  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF1642
 NF1642  HORZ ORDER  -  THIRD
 NF1642
 NF1642.The horizontal coordinates were established by classical geodetic methods
 NF1642.and adjusted by the National Geodetic Survey in February 1997..
 NF1642
 NF1642
 NF1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1642
 NF1642.The geoid height was determined by GEOID03.
 NF1642
 NF1642;                    North         East     Units Scale Factor Converg.
 NF1642;SPC MI S     -   144,857.482 3,894,728.871   MT  0.99990806   -0 52 32.9
 NF1642;SPC MI S     -   475,254.21 12,777,981.86   iFT  0.99990806   -0 52 32.9
 NF1642;UTM  16      - 4,739,137.042   610,102.353   MT  0.99974914   +0 54 53.4
 NF1642
 NF1642                          SUPERSEDED SURVEY CONTROL
 NF1642
 NF1642  NAD 83(1986)-  42 47 48.73487(N)    085 39 13.06777(W) AD(       ) 4
 NF1642  NAD 27      -  42 47 48.62431(N)    085 39 12.97831(W) AD(       ) 3
 NF1642
 NF1642.Superseded values are not recommended for survey control.
 NF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1642.See file dsdata.txt to determine how the superseded data were derived.
 NF1642
 NF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1010239137(NAD 83)
 NF1642_MARKER: 44 = MICROWAVE MAST
 NF1642
 NF1642  HISTORY     - Date     Condition        Report By
 NF1642  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1642
 NF1642                          STATION DESCRIPTION
 NF1642
 NF1642'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1642'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF THE CENTER OF GRAND
 NF1642'RAPIDS, 6-1/2
 NF1642'MILES WEST-NORTHWEST OF CALEDONIA, 3 MILES EAST OF BYRON
 NF1642'CENTER AND OWNED BY BELL
 NF1642'TELEPHONE COMPANY.
 NF1642'
 NF1642'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF1642'MAIN STREET FOR
 NF1642'0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 NF1642'SCHOOL AVENUE FOR 100 FEET TO A
 NF1642'T-ROAD.  TURN RIGHT AND GO WEST ON
 NF1642'JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN
 NF1642'RIGHT AND GO NORTH ON
 NF1642'KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 NF1642'ON 92J STREET SE
 NF1642'FOR 6.0 MILES TO A CROSSROAD (EASTERN SE).  CONTINUE
 NF1642'WEST ON 92ND STREET FOR 0.45 MILE
 NF1642'TO THE STATION ON THE LEFT.
 NF1642'
 NF1642'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 NF1642'OF RED AND WHITE
 NF1642'AND HAS AN OVER-ALL HEIGHT OF 245 FEET.
 NF1642'
 NF1642'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MICROWAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1643 ***********************************************************************
 NF1643  DESIGNATION -  BYRON CTR DARLING TRUCK MAST
 NF1643  PID         -  NF1643
 NF1643  STATE/COUNTY-  MI/KENT
 NF1643  USGS QUAD   -  CUTLERVILLE (1982)
 NF1643
 NF1643                         *CURRENT SURVEY CONTROL
 NF1643  ___________________________________________________________________
 NF1643* NAD 83(1994)-  42 47 47.99373(N)    085 39 00.16725(W)     ADJUSTED  
 NF1643* NAVD 88     -                                                        
 NF1643  ___________________________________________________________________
 NF1643  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 NF1643  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF1643
 NF1643  HORZ ORDER  -  THIRD
 NF1643
 NF1643.The horizontal coordinates were established by classical geodetic methods
 NF1643.and adjusted by the National Geodetic Survey in February 1997..
 NF1643
 NF1643
 NF1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1643
 NF1643.The geoid height was determined by GEOID03.
 NF1643
 NF1643;                    North         East     Units Scale Factor Converg.
 NF1643;SPC MI S     -   144,830.129 3,895,021.276   MT  0.99990806   -0 52 24.2
 NF1643;SPC MI S     -   475,164.47 12,778,941.19   iFT  0.99990806   -0 52 24.2
 NF1643;UTM  16      - 4,739,118.842   610,395.424   MT  0.99974993   +0 55 02.1
 NF1643
 NF1643                          SUPERSEDED SURVEY CONTROL
 NF1643
 NF1643  NAD 83(1986)-  42 47 47.99349(N)    085 39 00.18102(W) AD(       ) 4
 NF1643  NAD 27      -  42 47 47.88278(N)    085 39 00.09288(W) AD(       ) 3
 NF1643
 NF1643.Superseded values are not recommended for survey control.
 NF1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1643.See file dsdata.txt to determine how the superseded data were derived.
 NF1643
 NF1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1039539119(NAD 83)
 NF1643_MARKER: 42 = RADIO/TV MAST
 NF1643
 NF1643  HISTORY     - Date     Condition        Report By
 NF1643  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1643  HISTORY     - 19991009 GOOD             USPSQD
 NF1643
 NF1643                          STATION DESCRIPTION
 NF1643
 NF1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1643'THE STATION IS LOCATED ON A HIGH HILL LOCALLY KNOWN AS DIAS HILL
 NF1643'AND OWNED BY THE
 NF1643'DARLING TRUCKING COMPANY OF GRAND RAPIDS, MICHIGAN.  IT
 NF1643'IS LOCATED ABOUT 12 MILES SOUTH OF
 NF1643'THE CENTER OF GRAND RAPIDS, 6-1/2 MILES
 NF1643'WEST-NORTHWEST OF CALEDONIA AND 3 MILES EAST OF BYRON
 NF1643'CENTER.
 NF1643'
 NF1643'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF1643'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON
 NF1643'SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST
 NF1643'ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO
 NF1643'NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NF1643'WEST ON 92ND STREET SE FOR 6.0 MILES TO A CROSSROAD (EASTERN SE).
 NF1643'CONTINUE WEST ON 92ND STREET FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN
 NF1643'LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO THE STATION.
 NF1643'
 NF1643'IT IS A FOUR LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 NF1643'OF RED AND WHITE
 NF1643'AND HAS AN OVER-ALL HEIGHT OF 125 FEET.
 NF1643'
 NF1643'THE POINT INTERSECTED WAS THE CENTER OF THE BASE OF THE TOWER.
 NF1643'
 NF1643'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DIAS 2,
 NF1643'THE DISTANCES
 NF1643'BEING 68.52 FEET OR 20.882 METERS.
 NF1643
 NF1643                          STATION RECOVERY (1999)
 NF1643
 NF1643'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0077 ***********************************************************************
 NF0077  DESIGNATION -  C
 NF0077  PID         -  NF0077
 NF0077  STATE/COUNTY-  MI/INGHAM
 NF0077  USGS QUAD   -  EAST LANSING (1970)
 NF0077
 NF0077                         *CURRENT SURVEY CONTROL
 NF0077  ___________________________________________________________________
 NF0077* NAD 83(1986)-  42 42 43.     (N)    084 27 44.     (W)     SCALED    
 NF0077* NAVD 88     -       262.01   (+/-2cm)     859.6    (feet)  VERTCON   
 NF0077  ___________________________________________________________________
 NF0077  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0077
 NF0077  VERT ORDER  -  ? (See Below)
 NF0077
 NF0077.The horizontal coordinates were scaled from a topographic map and have
 NF0077.an estimated accuracy of +/- 6 seconds.
 NF0077
 NF0077.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0077.The vertical order pertains to the NGVD 29 superseded value.
 NF0077
 NF0077.The geoid height was determined by GEOID03.
 NF0077
 NF0077;                    North         East    Units  Estimated Accuracy
 NF0077;SPC MI S     -   134,620.    3,992,170.      MT  (+/- 180 meters Scaled)
 NF0077
 NF0077                          SUPERSEDED SURVEY CONTROL
 NF0077
 NF0077  NGVD 29 (??/??/92)  262.146  (m)          860.06   (f) ADJ UNCH    ?  
 NF0077
 NF0077.Superseded values are not recommended for survey control.
 NF0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0077.See file dsdata.txt to determine how the superseded data were derived.
 NF0077
 NF0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN078319(NAD 83)
 NF0077_MARKER: DD = SURVEY DISK
 NF0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0077_STAMPING: C
 NF0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0077+STABILITY: SURFACE MOTION
 NF0077
 NF0077  HISTORY     - Date     Condition        Report By
 NF0077  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0077  HISTORY     - 1932     GOOD             MISCOL
 NF0077  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0077  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0077  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0077
 NF0077                          STATION DESCRIPTION
 NF0077
 NF0077'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0077'AT EAST LANSING.
 NF0077'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0077'FARM, AT THE INTERSECTION OF MOUNT HOPE AND HAGARDORN ROADS,
 NF0077'85.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RED BRICK FARM
 NF0077'HOUSE, 24.5 FEET NORTH OF THE CENTERLINE OF MOUNT HOPE ROAD,
 NF0077'AND 21.5 FEET WEST OF THE CENTERLINE OF HAGARDORN ROAD.  A
 NF0077'MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED C AND SET IN THE
 NF0077'TOP OF A CONCRETE POST.
 NF0077
 NF0077                          STATION RECOVERY (1978)
 NF0077
 NF0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0077'MARK NOT FOUND.
 NF0077
 NF0077                          STATION RECOVERY (1989)
 NF0077
 NF0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0077'MARK NOT FOUND.
 NF0077
 NF0077                          STATION RECOVERY (2003)
 NF0077
 NF0077'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0108 ***********************************************************************
 OJ0108  DESIGNATION -  C 100
 OJ0108  PID         -  OJ0108
 OJ0108  STATE/COUNTY-  MI/SANILAC
 OJ0108  USGS QUAD   -  YALE (1961)
 OJ0108
 OJ0108                         *CURRENT SURVEY CONTROL
 OJ0108  ___________________________________________________________________
 OJ0108* NAD 83(1986)-  43 09 32.     (N)    082 48 56.     (W)     SCALED    
 OJ0108* NAVD 88     -       244.623  (meters)     802.57   (feet)  ADJUSTED  
 OJ0108  ___________________________________________________________________
 OJ0108  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ0108  DYNAMIC HT  -         244.567 (meters)     802.38  (feet)  COMP
 OJ0108  MODELED GRAV-     980,385.6   (mgal)                       NAVD 88
 OJ0108
 OJ0108  VERT ORDER  -  SECOND    CLASS 0
 OJ0108
 OJ0108.The horizontal coordinates were scaled from a topographic map and have
 OJ0108.an estimated accuracy of +/- 6 seconds.
 OJ0108
 OJ0108.The orthometric height was determined by differential leveling
 OJ0108.and adjusted by the National Geodetic Survey in June 1991..
 OJ0108
 OJ0108.The geoid height was determined by GEOID03.
 OJ0108
 OJ0108.The dynamic height is computed by dividing the NAVD 88
 OJ0108.geopotential number by the normal gravity value computed on the
 OJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0108.degrees latitude (g = 980.6199 gals.).
 OJ0108
 OJ0108.The modeled gravity was interpolated from observed gravity values.
 OJ0108
 OJ0108;                    North         East    Units  Estimated Accuracy
 OJ0108;SPC MI S     -   185,430.    4,126,140.      MT  (+/- 180 meters Scaled)
 OJ0108
 OJ0108                          SUPERSEDED SURVEY CONTROL
 OJ0108
 OJ0108  NGVD 29 (??/??/92)  244.744  (m)          802.96   (f) ADJ UNCH    2 0
 OJ0108
 OJ0108.Superseded values are not recommended for survey control.
 OJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0108.See file dsdata.txt to determine how the superseded data were derived.
 OJ0108
 OJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH523800(NAD 83)
 OJ0108_MARKER: DB = BENCH MARK DISK
 OJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0108_STAMPING: C 100 1934
 OJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0108+STABILITY: SURFACE MOTION
 OJ0108
 OJ0108  HISTORY     - Date     Condition        Report By
 OJ0108  HISTORY     - 1934     MONUMENTED       CGS
 OJ0108  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0108  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0108
 OJ0108                          STATION DESCRIPTION
 OJ0108
 OJ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0108'2 MI N FROM YALE.
 OJ0108'IN SANILAC COUNTY, 2.0 MILES NORTH ALONG THE CHESAPEAKE AND
 OJ0108'OHIO RAILWAY FROM THE STATION AT YALE, ST. CLAIR COUNTY, AT A
 OJ0108'DIRT-ROAD CROSSING, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OJ0108'28 FEET WEST OF THE WEST RAIL, 4 FEET NORTHEAST OF A FENCE
 OJ0108'CORNER, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OJ0108'C 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0108
 OJ0108                          STATION RECOVERY (1994)
 OJ0108
 OJ0108'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0373 ***********************************************************************
 OJ0373  DESIGNATION -  C 101
 OJ0373  PID         -  OJ0373
 OJ0373  STATE/COUNTY-  MI/TUSCOLA
 OJ0373  USGS QUAD   -  VASSAR (1973)
 OJ0373
 OJ0373                         *CURRENT SURVEY CONTROL
 OJ0373  ___________________________________________________________________
 OJ0373* NAD 83(1986)-  43 21 59.     (N)    083 33 24.     (W)     SCALED    
 OJ0373* NAVD 88     -       199.618  (meters)     654.91   (feet)  ADJUSTED  
 OJ0373  ___________________________________________________________________
 OJ0373  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OJ0373  DYNAMIC HT  -         199.575 (meters)     654.77  (feet)  COMP
 OJ0373  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 OJ0373
 OJ0373  VERT ORDER  -  SECOND    CLASS 0
 OJ0373
 OJ0373.The horizontal coordinates were scaled from a topographic map and have
 OJ0373.an estimated accuracy of +/- 6 seconds.
 OJ0373
 OJ0373.The orthometric height was determined by differential leveling
 OJ0373.and adjusted by the National Geodetic Survey in June 1991..
 OJ0373
 OJ0373.The geoid height was determined by GEOID03.
 OJ0373
 OJ0373.The dynamic height is computed by dividing the NAVD 88
 OJ0373.geopotential number by the normal gravity value computed on the
 OJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0373.degrees latitude (g = 980.6199 gals.).
 OJ0373
 OJ0373.The modeled gravity was interpolated from observed gravity values.
 OJ0373
 OJ0373;                    North         East    Units  Estimated Accuracy
 OJ0373;SPC MI S     -   207,630.    4,065,650.      MT  (+/- 180 meters Scaled)
 OJ0373
 OJ0373                          SUPERSEDED SURVEY CONTROL
 OJ0373
 OJ0373  NGVD 29 (??/??/92)  199.776  (m)          655.43   (f) ADJ UNCH    2 0
 OJ0373
 OJ0373.Superseded values are not recommended for survey control.
 OJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0373.See file dsdata.txt to determine how the superseded data were derived.
 OJ0373
 OJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ928046(NAD 83)
 OJ0373_MARKER: DB = BENCH MARK DISK
 OJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0373_STAMPING: C 101 1934
 OJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0373+STABILITY: SURFACE MOTION
 OJ0373
 OJ0373  HISTORY     - Date     Condition        Report By
 OJ0373  HISTORY     - 1934     MONUMENTED       CGS
 OJ0373  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0373  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0373
 OJ0373                          STATION DESCRIPTION
 OJ0373
 OJ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0373'1 MI E FROM VASSAR.
 OJ0373'1.0 MILE EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 OJ0373'AT VASSAR, TUSCOLA COUNTY, 40 YARDS NORTHWEST OF THE NORTHWEST
 OJ0373'CORNER OF A TWO-STORY HOUSE OF A.F. OSS, AT A ROAD CROSSING,
 OJ0373'87 FEET SOUTHWEST OF THE INTERSECTION OF THE SOUTH RAIL AND THE
 OJ0373'CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE SOUTH RAIL, 2.7
 OJ0373'FEET NORTH OF A WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 OJ0373'DISK, STAMPED C 101 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0373
 OJ0373                          STATION RECOVERY (1999)
 OJ0373
 OJ0373'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0089 ***********************************************************************
 OJ0089  DESIGNATION -  C 102
 OJ0089  PID         -  OJ0089
 OJ0089  STATE/COUNTY-  MI/SANILAC
 OJ0089  USGS QUAD   -  SANDUSKY (1963)
 OJ0089
 OJ0089                         *CURRENT SURVEY CONTROL
 OJ0089  ___________________________________________________________________
 OJ0089* NAD 83(1986)-  43 25 23.     (N)    082 46 05.     (W)     SCALED    
 OJ0089* NAVD 88     -       231.512  (meters)     759.55   (feet)  ADJUSTED  
 OJ0089  ___________________________________________________________________
 OJ0089  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OJ0089  DYNAMIC HT  -         231.465 (meters)     759.40  (feet)  COMP
 OJ0089  MODELED GRAV-     980,412.4   (mgal)                       NAVD 88
 OJ0089
 OJ0089  VERT ORDER  -  SECOND    CLASS 0
 OJ0089
 OJ0089.The horizontal coordinates were scaled from a topographic map and have
 OJ0089.an estimated accuracy of +/- 6 seconds.
 OJ0089
 OJ0089.The orthometric height was determined by differential leveling
 OJ0089.and adjusted by the National Geodetic Survey in June 1991..
 OJ0089
 OJ0089.The geoid height was determined by GEOID03.
 OJ0089
 OJ0089.The dynamic height is computed by dividing the NAVD 88
 OJ0089.geopotential number by the normal gravity value computed on the
 OJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0089.degrees latitude (g = 980.6199 gals.).
 OJ0089
 OJ0089.The modeled gravity was interpolated from observed gravity values.
 OJ0089
 OJ0089;                    North         East    Units  Estimated Accuracy
 OJ0089;SPC MI S     -   214,840.    4,129,440.      MT  (+/- 180 meters Scaled)
 OJ0089
 OJ0089                          SUPERSEDED SURVEY CONTROL
 OJ0089
 OJ0089  NGVD 29 (??/??/92)  231.640  (m)          759.97   (f) ADJ UNCH    2 0
 OJ0089
 OJ0089.Superseded values are not recommended for survey control.
 OJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0089.See file dsdata.txt to determine how the superseded data were derived.
 OJ0089
 OJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ568093(NAD 83)
 OJ0089_MARKER: DB = BENCH MARK DISK
 OJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0089_STAMPING: C 102 1934
 OJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0089+STABILITY: SURFACE MOTION
 OJ0089
 OJ0089  HISTORY     - Date     Condition        Report By
 OJ0089  HISTORY     - 1934     MONUMENTED       CGS
 OJ0089  HISTORY     - 1938     GOOD             NGS
 OJ0089  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0089
 OJ0089                          STATION DESCRIPTION
 OJ0089
 OJ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OJ0089'3.2 MI E FROM SANDUSKY.
 OJ0089'3.2 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COURTHOUSE AT
 OJ0089'SANDUSKY, SANILAC COUNTY, 140 YARDS WEST OF THE WEST END OF A
 OJ0089'CONCRETE CULVERT, 114 YARDS EAST OF THE NORTHEAST CORNER OF A
 OJ0089'WELL SHED, 25.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OJ0089'2.6 FEET NORTH OF A WIRE FENCE LINE, AND 1 FOOT LOWER THAN THE
 OJ0089'HIGHWAY.  A STANDARD DISK, STAMPED C 102 1934 AND SET IN THE
 OJ0089'TOP OF A CONCRETE POST.
 OJ0089
 OJ0089                          STATION RECOVERY (1994)
 OJ0089
 OJ0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0051 ***********************************************************************
 OK0051  DESIGNATION -  C 103
 OK0051  PID         -  OK0051
 OK0051  STATE/COUNTY-  MI/GRATIOT
 OK0051  USGS QUAD   -  ASHLEY (1974)
 OK0051
 OK0051                         *CURRENT SURVEY CONTROL
 OK0051  ___________________________________________________________________
 OK0051* NAD 83(1986)-  43 12 17.     (N)    084 29 39.     (W)     SCALED    
 OK0051* NAVD 88     -       207.779  (meters)     681.69   (feet)  ADJUSTED  
 OK0051  ___________________________________________________________________
 OK0051  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 OK0051  DYNAMIC HT  -         207.738 (meters)     681.55  (feet)  COMP
 OK0051  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OK0051
 OK0051  VERT ORDER  -  SECOND    CLASS 0
 OK0051
 OK0051.The horizontal coordinates were scaled from a topographic map and have
 OK0051.an estimated accuracy of +/- 6 seconds.
 OK0051
 OK0051.The orthometric height was determined by differential leveling
 OK0051.and adjusted by the National Geodetic Survey in June 1991..
 OK0051
 OK0051.The geoid height was determined by GEOID03.
 OK0051
 OK0051.The dynamic height is computed by dividing the NAVD 88
 OK0051.geopotential number by the normal gravity value computed on the
 OK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0051.degrees latitude (g = 980.6199 gals.).
 OK0051
 OK0051.The modeled gravity was interpolated from observed gravity values.
 OK0051
 OK0051;                    North         East    Units  Estimated Accuracy
 OK0051;SPC MI S     -   189,370.    3,989,640.      MT  (+/- 180 meters Scaled)
 OK0051
 OK0051                          SUPERSEDED SURVEY CONTROL
 OK0051
 OK0051  NGVD 29 (??/??/92)  207.943  (m)          682.23   (f) ADJ UNCH    2 0
 OK0051
 OK0051.Superseded values are not recommended for survey control.
 OK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0051.See file dsdata.txt to determine how the superseded data were derived.
 OK0051
 OK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN035865(NAD 83)
 OK0051_MARKER: DB = BENCH MARK DISK
 OK0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0051_STAMPING: C 103 1934
 OK0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0051+STABILITY: SURFACE MOTION
 OK0051
 OK0051  HISTORY     - Date     Condition        Report By
 OK0051  HISTORY     - 1934     MONUMENTED       CGS
 OK0051  HISTORY     - 20010620 GOOD             USPSQD
 OK0051
 OK0051                          STATION DESCRIPTION
 OK0051
 OK0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0051'1.4 MI NW FROM ASHLEY.
 OK0051'1.4 MILES NORTHWEST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 OK0051'AT ASHLEY, GRATIOT COUNTY, 0.1 MILE SOUTHEAST OF MILEPOST 130,
 OK0051'25 YARDS WEST OF A ROAD CROSSING, 8 YARDS WEST OF THE WEST RAIL,
 OK0051'3 YARDS EAST OF A POWER TRANSMISSION LINE POLE, AND 3 FEET
 OK0051'LOWER THEN THE TOP OF RAIL.  A STANDARD DISK, STAMPED C 103 1934
 OK0051'AND SET IN THE TOP OF A CONCRETE POST.
 OK0051
 OK0051                          STATION RECOVERY (2001)
 OK0051
 OK0051'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0014 ***********************************************************************
 NF0014  DESIGNATION -  C 104
 NF0014  PID         -  NF0014
 NF0014  STATE/COUNTY-  MI/INGHAM
 NF0014  USGS QUAD   -  DANSVILLE (1976)
 NF0014
 NF0014                         *CURRENT SURVEY CONTROL
 NF0014  ___________________________________________________________________
 NF0014* NAD 83(1986)-  42 36 03.     (N)    084 17 57.     (W)     SCALED    
 NF0014* NAVD 88     -       288.548  (meters)     946.68   (feet)  ADJUSTED  
 NF0014  ___________________________________________________________________
 NF0014  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0014  DYNAMIC HT  -         288.465 (meters)     946.41  (feet)  COMP
 NF0014  MODELED GRAV-     980,323.4   (mgal)                       NAVD 88
 NF0014
 NF0014  VERT ORDER  -  SECOND    CLASS 0
 NF0014
 NF0014.The horizontal coordinates were scaled from a topographic map and have
 NF0014.an estimated accuracy of +/- 6 seconds.
 NF0014
 NF0014.The orthometric height was determined by differential leveling
 NF0014.and adjusted by the National Geodetic Survey in June 1991..
 NF0014
 NF0014.The geoid height was determined by GEOID03.
 NF0014
 NF0014.The dynamic height is computed by dividing the NAVD 88
 NF0014.geopotential number by the normal gravity value computed on the
 NF0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0014.degrees latitude (g = 980.6199 gals.).
 NF0014
 NF0014.The modeled gravity was interpolated from observed gravity values.
 NF0014
 NF0014;                    North         East    Units  Estimated Accuracy
 NF0014;SPC MI S     -   122,280.    4,005,540.      MT  (+/- 180 meters Scaled)
 NF0014
 NF0014                          SUPERSEDED SURVEY CONTROL
 NF0014
 NF0014  NGVD 29 (??/??/92)  288.676  (m)          947.10   (f) ADJ UNCH    2 0
 NF0014
 NF0014.Superseded values are not recommended for survey control.
 NF0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0014.See file dsdata.txt to determine how the superseded data were derived.
 NF0014
 NF0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN215200(NAD 83)
 NF0014_MARKER: DB = BENCH MARK DISK
 NF0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0014_STAMPING: C 104 1934
 NF0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0014+STABILITY: SURFACE MOTION
 NF0014
 NF0014  HISTORY     - Date     Condition        Report By
 NF0014  HISTORY     - 1934     MONUMENTED       CGS
 NF0014  HISTORY     - 1977     GOOD             NGS
 NF0014  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0014  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0014
 NF0014                          STATION DESCRIPTION
 NF0014
 NF0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0014'10.4 MI E FROM MASON.
 NF0014'10.4 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0014'AT MASON, INGHAM COUNTY, 42 FEET SOUTHWEST OF THE CENTER OF
 NF0014'THE INTERSECTION WITH COUNTY HIGHWAY 497, 26.5 FEET SOUTH OF
 NF0014'THE CENTERLINE OF COUNTY HIGHWAY 428, 6 FEET NORTH OF A 12-INCH
 NF0014'MAPLE TREE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 NF0014'STAMPED C 104 1934 AND SET IN THE TOP OF A CONCRETE
 NF0014'POST.
 NF0014
 NF0014                          STATION RECOVERY (1977)
 NF0014
 NF0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0014'10.4 MILES EAST OF THE COURTHOUSE AT MASON, 42 FEET SOUTHWEST OF THE
 NF0014'INTERSECTION WITH COUNTY ROADS, HOWELL RD. AND WILLIAMSTON RD., 26.5
 NF0014'FEET SOUTH OF HOWELL RD.
 NF0014
 NF0014                          STATION RECOVERY (2003)
 NF0014
 NF0014'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0014'MARK NOT FOUND.
 NF0014
 NF0014                          STATION RECOVERY (2005)
 NF0014
 NF0014'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0014'WAS UNABLE TO LOCATE ANY TRACE OF THE BENCHMARK AT THESE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0726 ***********************************************************************
 NE0726  DESIGNATION -  C 106
 NE0726  PID         -  NE0726
 NE0726  STATE/COUNTY-  MI/WASHTENAW
 NE0726  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE0726
 NE0726                         *CURRENT SURVEY CONTROL
 NE0726  ___________________________________________________________________
 NE0726* NAD 83(1986)-  42 16 37.     (N)    083 45 01.     (W)     SCALED    
 NE0726* NAVD 88     -       246.911  (meters)     810.07   (feet)  ADJUSTED  
 NE0726  ___________________________________________________________________
 NE0726  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NE0726  DYNAMIC HT  -         246.832 (meters)     809.81  (feet)  COMP
 NE0726  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 NE0726
 NE0726  VERT ORDER  -  SECOND    CLASS 0
 NE0726
 NE0726.The horizontal coordinates were scaled from a topographic map and have
 NE0726.an estimated accuracy of +/- 6 seconds.
 NE0726
 NE0726.The orthometric height was determined by differential leveling
 NE0726.and adjusted by the National Geodetic Survey in June 1991..
 NE0726
 NE0726.The geoid height was determined by GEOID03.
 NE0726
 NE0726.The dynamic height is computed by dividing the NAVD 88
 NE0726.geopotential number by the normal gravity value computed on the
 NE0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0726.degrees latitude (g = 980.6199 gals.).
 NE0726
 NE0726.The modeled gravity was interpolated from observed gravity values.
 NE0726
 NE0726;                    North         East    Units  Estimated Accuracy
 NE0726;SPC MI S     -    86,490.    4,050,840.      MT  (+/- 180 meters Scaled)
 NE0726
 NE0726                          SUPERSEDED SURVEY CONTROL
 NE0726
 NE0726  NGVD 29 (??/??/92)  247.030  (m)          810.46   (f) ADJ UNCH    2 0
 NE0726
 NE0726.Superseded values are not recommended for survey control.
 NE0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0726.See file dsdata.txt to determine how the superseded data were derived.
 NE0726
 NE0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG732841(NAD 83)
 NE0726_MARKER: DB = BENCH MARK DISK
 NE0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0726_STAMPING: 810.464 C 106 1934
 NE0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0726+STABILITY: SURFACE MOTION
 NE0726
 NE0726  HISTORY     - Date     Condition        Report By
 NE0726  HISTORY     - 1934     MONUMENTED       CGS
 NE0726  HISTORY     - 1945     GOOD             NGS
 NE0726  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0726  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0726
 NE0726                          STATION DESCRIPTION
 NE0726
 NE0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 NE0726'AT ANN ARBOR.
 NE0726'AT ANN ARBOR, WASHTENAW COUNTY, ON THE ANN ARBOR RAILROAD, 25
 NE0726'YARDS SOUTH OF THE SOUTH END OF THE MAIN SECTION OF THE STATION, 42
 NE0726'YARDS NORTHEAST OF THE CROSSING OF THE CENTERLINE OF ASHLEY STREET
 NE0726'AND THE EAST RAIL OF THE MAIN TRACK, AND 17.3 FEET EAST OF THE
 NE0726'EAST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 810.464
 NE0726'C 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0726
 NE0726                          STATION RECOVERY (1987)
 NE0726
 NE0726'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0726'MARK NOT FOUND.
 NE0726
 NE0726                          STATION RECOVERY (1989)
 NE0726
 NE0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0726'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0397 ***********************************************************************
 NE0397  DESIGNATION -  C 107
 NE0397  PID         -  NE0397
 NE0397  STATE/COUNTY-  MI/OAKLAND
 NE0397  USGS QUAD   -  UTICA (1983)
 NE0397
 NE0397                         *CURRENT SURVEY CONTROL
 NE0397  ___________________________________________________________________
 NE0397* NAD 83(1986)-  42 40 53.     (N)    083 07 01.     (W)     SCALED    
 NE0397* NAVD 88     -       215.778  (meters)     707.93   (feet)  ADJUSTED  
 NE0397  ___________________________________________________________________
 NE0397  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 NE0397  DYNAMIC HT  -         215.714 (meters)     707.72  (feet)  COMP
 NE0397  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NE0397
 NE0397  VERT ORDER  -  SECOND    CLASS 0
 NE0397
 NE0397.The horizontal coordinates were scaled from a topographic map and have
 NE0397.an estimated accuracy of +/- 6 seconds.
 NE0397
 NE0397.The orthometric height was determined by differential leveling
 NE0397.and adjusted by the National Geodetic Survey in June 1991..
 NE0397
 NE0397.The geoid height was determined by GEOID03.
 NE0397
 NE0397.The dynamic height is computed by dividing the NAVD 88
 NE0397.geopotential number by the normal gravity value computed on the
 NE0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0397.degrees latitude (g = 980.6199 gals.).
 NE0397
 NE0397.The modeled gravity was interpolated from observed gravity values.
 NE0397
 NE0397;                    North         East    Units  Estimated Accuracy
 NE0397;SPC MI S     -   131,990.    4,102,420.      MT  (+/- 180 meters Scaled)
 NE0397
 NE0397                          SUPERSEDED SURVEY CONTROL
 NE0397
 NE0397  NGVD 29 (??/??/92)  215.923  (m)          708.41   (f) ADJ UNCH    2 0
 NE0397
 NE0397.Superseded values are not recommended for survey control.
 NE0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0397.See file dsdata.txt to determine how the superseded data were derived.
 NE0397
 NE0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH265276(NAD 83)
 NE0397_MARKER: DB = BENCH MARK DISK
 NE0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0397_STAMPING: C 107 1934
 NE0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0397+STABILITY: SURFACE MOTION
 NE0397
 NE0397  HISTORY     - Date     Condition        Report By
 NE0397  HISTORY     - 1934     MONUMENTED       CGS
 NE0397  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0397
 NE0397                          STATION DESCRIPTION
 NE0397
 NE0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0397'AT ROCHESTER.
 NE0397'AT ROCHESTER, OAKLAND COUNTY, 1 MILE EAST OF THE GRAND TRUNK
 NE0397'WESTERN RAILWAY STATION, AT THE JUNCTION OF THE MICHIGAN CENTRAL
 NE0397'RAILROAD, 44 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NE0397'PARKE DAVIS COMPANY WAREHOUSE, 50 YARDS EAST OF A MICHIGAN
 NE0397'CENTRAL RAILROAD SEMAPHORE, 9 FEET NORTH OF THE NORTH RAIL OF
 NE0397'THE MICHIGAN CENTRAL RAILROAD MAIN TRACK, AND ABOUT 4 INCHES
 NE0397'LOWER THAN THE TOP OF THE RAIL OF THE MICHIGAN CENTRAL RAILROAD
 NE0397'MAIN TRACK.  A STANDARD DISK, STAMPED C 107 1934 AND SET IN
 NE0397'THE TOP OF A CONCRETE POST.
 NE0397
 NE0397                          STATION RECOVERY (1999)
 NE0397
 NE0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0397'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0148 ***********************************************************************
 NF0148  DESIGNATION -  C 109
 NF0148  PID         -  NF0148
 NF0148  STATE/COUNTY-  MI/JACKSON
 NF0148  USGS QUAD   -  JACKSON SOUTH (1976)
 NF0148
 NF0148                         *CURRENT SURVEY CONTROL
 NF0148  ___________________________________________________________________
 NF0148* NAD 83(1986)-  42 14 53.     (N)    084 24 00.     (W)     SCALED    
 NF0148* NAVD 88     -       284.737  (meters)     934.17   (feet)  ADJUSTED  
 NF0148  ___________________________________________________________________
 NF0148  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NF0148  DYNAMIC HT  -         284.634 (meters)     933.84  (feet)  COMP
 NF0148  MODELED GRAV-     980,255.9   (mgal)                       NAVD 88
 NF0148
 NF0148  VERT ORDER  -  FIRST     CLASS II
 NF0148
 NF0148.The horizontal coordinates were scaled from a topographic map and have
 NF0148.an estimated accuracy of +/- 6 seconds.
 NF0148
 NF0148.The orthometric height was determined by differential leveling
 NF0148.and adjusted by the National Geodetic Survey in June 1991..
 NF0148
 NF0148.The geoid height was determined by GEOID03.
 NF0148
 NF0148.The dynamic height is computed by dividing the NAVD 88
 NF0148.geopotential number by the normal gravity value computed on the
 NF0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0148.degrees latitude (g = 980.6199 gals.).
 NF0148
 NF0148.The modeled gravity was interpolated from observed gravity values.
 NF0148
 NF0148;                    North         East    Units  Estimated Accuracy
 NF0148;SPC MI S     -    83,090.    3,997,250.      MT  (+/- 180 meters Scaled)
 NF0148
 NF0148                          SUPERSEDED SURVEY CONTROL
 NF0148
 NF0148  NGVD 29 (01/19/93)  284.858  (m)          934.57   (f) ADJUSTED    1 2
 NF0148
 NF0148.Superseded values are not recommended for survey control.
 NF0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0148.See file dsdata.txt to determine how the superseded data were derived.
 NF0148
 NF0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM144805(NAD 83)
 NF0148_MARKER: DB = BENCH MARK DISK
 NF0148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0148_SP_SET: RR STATION BUILDING
 NF0148_STAMPING: C 109 1934
 NF0148_MARK LOGO: CGS   
 NF0148_PROJECTION: FLUSH
 NF0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0148+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2005
 NF0148
 NF0148  HISTORY     - Date     Condition        Report By
 NF0148  HISTORY     - 1934     MONUMENTED       CGS
 NF0148  HISTORY     - 1958     GOOD             NGS
 NF0148  HISTORY     - 1985     GOOD             NGS
 NF0148  HISTORY     - 19910707 GOOD             USPSQD
 NF0148  HISTORY     - 19921116 GOOD             NGS
 NF0148  HISTORY     - 20000616 GOOD             NGS
 NF0148  HISTORY     - 20010520 GOOD             NGS
 NF0148  HISTORY     - 20010905 GOOD             USPSQD
 NF0148  HISTORY     - 20050512 GOOD             GEOCAC
 NF0148
 NF0148                          STATION DESCRIPTION
 NF0148
 NF0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NF0148'AT JACKSON.
 NF0148'AT JACKSON, AT THE SOUTHWEST CORNER OF THE MICHIGAN CENTRAL
 NF0148'RAILROAD STATION, AT THE WEST FACE OF THE BUILDING, 26 YARDS
 NF0148'SOUTHEAST OF THE NORTHEAST RAIL AT THE CROSSING OF THE CENTERLINE
 NF0148'OF MILWAUKEE STREET, 26.5 FEET NORTHEAST OF THE NORTHEAST
 NF0148'RAIL, 10 INCHES SOUTHEAST OF THE NORTHWEST EDGE OF A BRICK
 NF0148'COLUMN, AND 2.3 FEET ABOVE THE BRICK WALK.  A STANDARD DISK,
 NF0148'STAMPED C 109 1934 AND SET VERTICALLY.
 NF0148
 NF0148                          STATION RECOVERY (1985)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (1991)
 NF0148
 NF0148'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (1992)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0148'IN JACKSON, SET VERTICALLY IN THE SOUTHWEST FACE OF THE RAILROAD
 NF0148'STATION AT 501 ELIZABETH STREET, 0.7 M (2.3 FT) ABOVE THE GROUND
 NF0148'SURFACE, AND 0.4 M (1.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 NF0148'BUILDING.
 NF0148
 NF0148                          STATION RECOVERY (2000)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0148'RECOVERED AS DESCRIBED.
 NF0148
 NF0148                          STATION RECOVERY (2001)
 NF0148
 NF0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0148'RECOVERED AS DESCRIBED  BY RONALD L. RAMSEY NGS
 NF0148'GEODETIC ADVISOR -  MICHIGAN.
 NF0148'
 NF0148
 NF0148                          STATION RECOVERY (2001)
 NF0148
 NF0148'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 NF0148'RECOVERED IN GOOD CONDITION.
 NF0148
 NF0148                          STATION RECOVERY (2005)
 NF0148
 NF0148'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0216 ***********************************************************************
 NF0216  DESIGNATION -  C 11
 NF0216  PID         -  NF0216
 NF0216  STATE/COUNTY-  MI/CALHOUN
 NF0216  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0216
 NF0216                         *CURRENT SURVEY CONTROL
 NF0216  ___________________________________________________________________
 NF0216* NAD 83(1986)-  42 14 36.     (N)    084 44 34.     (W)     SCALED    
 NF0216* NAVD 88     -       292.438  (meters)     959.44   (feet)  ADJUSTED  
 NF0216  ___________________________________________________________________
 NF0216  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 NF0216  DYNAMIC HT  -         292.335 (meters)     959.10  (feet)  COMP
 NF0216  MODELED GRAV-     980,263.4   (mgal)                       NAVD 88
 NF0216
 NF0216  VERT ORDER  -  FIRST     CLASS II
 NF0216
 NF0216.The horizontal coordinates were scaled from a topographic map and have
 NF0216.an estimated accuracy of +/- 6 seconds.
 NF0216
 NF0216.The orthometric height was determined by differential leveling
 NF0216.and adjusted by the National Geodetic Survey in June 1991..
 NF0216.WARNING-Repeat measurements at this control monument indicate possible
 NF0216.vertical movement.
 NF0216
 NF0216.The geoid height was determined by GEOID03.
 NF0216
 NF0216.The dynamic height is computed by dividing the NAVD 88
 NF0216.geopotential number by the normal gravity value computed on the
 NF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0216.degrees latitude (g = 980.6199 gals.).
 NF0216
 NF0216.The modeled gravity was interpolated from observed gravity values.
 NF0216
 NF0216;                    North         East    Units  Estimated Accuracy
 NF0216;SPC MI S     -    82,640.    3,968,960.      MT  (+/- 180 meters Scaled)
 NF0216
 NF0216                          SUPERSEDED SURVEY CONTROL
 NF0216
 NF0216  NGVD 29 (01/19/93)  292.564  (m)          959.85   (f) ADJUSTED    1 2
 NF0216
 NF0216.Superseded values are not recommended for survey control.
 NF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0216.See file dsdata.txt to determine how the superseded data were derived.
 NF0216
 NF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM862792(NAD 83)
 NF0216_MARKER: DB = BENCH MARK DISK
 NF0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0216_SP_SET: CONCRETE POST
 NF0216_STAMPING: C 11 1916 ELEV. 960.306 FT.
 NF0216_MARK LOGO: CGS   
 NF0216_PROJECTION: FLUSH
 NF0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0216+STABILITY: SURFACE MOTION
 NF0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0216+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 NF0216
 NF0216  HISTORY     - Date     Condition        Report By
 NF0216  HISTORY     - 1916     MONUMENTED       CGS
 NF0216  HISTORY     - 1944     GOOD             NGS
 NF0216  HISTORY     - 1985     GOOD             NGS
 NF0216  HISTORY     - 19991028 GOOD             USPSQD
 NF0216  HISTORY     - 20040324 GOOD             USPSQD
 NF0216
 NF0216                          STATION DESCRIPTION
 NF0216
 NF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NF0216'0.8 MI E FROM ALBION.
 NF0216'0.8 MILE EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0216'STATION AT ALBION, CALHOUN COUNTY, AT THE NORTHEAST CORNER
 NF0216'OF THE CROSSING OF MINGO STREET, 43.2 FEET NORTH OF THE NORTH
 NF0216'RAIL, 1 FOOT EAST OF THE EASTERNMOST EDGE OF THE SIDEWALK,
 NF0216'AND ABOUT 2 INCHES UNDERGROUND.  A STANDARD DISK, STAMPED
 NF0216'ELEV 960.306 FT C 11 1916 AND SET IN THE TOP OF A CONCRETE
 NF0216'POST.
 NF0216
 NF0216                          STATION RECOVERY (1985)
 NF0216
 NF0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0216'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ALBION,
 NF0216'AT THE INTERSECTION OF EAST ERIE AND SOUTH MINGO STREETS, 20.6 M (67.6
 NF0216'FT) EAST OF A UTILITY POLE, 13.2 M (43.3 FT) NORTH OF THE NEAR RAIL OF
 NF0216'THE CONRAIL RAILROAD, 12.7 M (41.7 FT) SOUTH OF THE CENTER OF EAST
 NF0216'ERIE STREET, 9.8 M (32.2 FT) EAST OF THE EXTENDED CENTER OF SOUTH
 NF0216'MINGO STREET, AND 8.4 M (27.6 FT) WEST-NORTHWEST OF A UTILITY POLE.
 NF0216'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 NF0216'THE MARK IS 0.3 M BELOW THE STREETS.
 NF0216
 NF0216                          STATION RECOVERY (1999)
 NF0216
 NF0216'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0216'RECOVERED IN GOOD CONDITION.
 NF0216
 NF0216                          STATION RECOVERY (2004)
 NF0216
 NF0216'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0139 ***********************************************************************
 OK0139  DESIGNATION -  C 110
 OK0139  PID         -  OK0139
 OK0139  STATE/COUNTY-  MI/CLINTON
 OK0139  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0139
 OK0139                         *CURRENT SURVEY CONTROL
 OK0139  ___________________________________________________________________
 OK0139* NAD 83(1986)-  43 00 14.     (N)    084 38 29.     (W)     SCALED    
 OK0139* NAVD 88     -       225.865  (meters)     741.03   (feet)  ADJUSTED  
 OK0139  ___________________________________________________________________
 OK0139  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 OK0139  DYNAMIC HT  -         225.814 (meters)     740.86  (feet)  COMP
 OK0139  MODELED GRAV-     980,385.1   (mgal)                       NAVD 88
 OK0139
 OK0139  VERT ORDER  -  SECOND    CLASS 0
 OK0139
 OK0139.The horizontal coordinates were scaled from a topographic map and have
 OK0139.an estimated accuracy of +/- 6 seconds.
 OK0139
 OK0139.The orthometric height was determined by differential leveling
 OK0139.and adjusted by the National Geodetic Survey in June 1991..
 OK0139
 OK0139.The geoid height was determined by GEOID03.
 OK0139
 OK0139.The dynamic height is computed by dividing the NAVD 88
 OK0139.geopotential number by the normal gravity value computed on the
 OK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0139.degrees latitude (g = 980.6199 gals.).
 OK0139
 OK0139.The modeled gravity was interpolated from observed gravity values.
 OK0139
 OK0139;                    North         East    Units  Estimated Accuracy
 OK0139;SPC MI S     -   167,090.    3,977,600.      MT  (+/- 180 meters Scaled)
 OK0139
 OK0139                          SUPERSEDED SURVEY CONTROL
 OK0139
 OK0139  NGVD 29 (??/??/92)  226.006  (m)          741.49   (f) ADJ UNCH    2 0
 OK0139
 OK0139.Superseded values are not recommended for survey control.
 OK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0139.See file dsdata.txt to determine how the superseded data were derived.
 OK0139
 OK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN922639(NAD 83)
 OK0139_MARKER: DB = BENCH MARK DISK
 OK0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0139_STAMPING: C 110 1934
 OK0139_MARK LOGO: CGS   
 OK0139_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0139+STABILITY: SURFACE MOTION
 OK0139
 OK0139  HISTORY     - Date     Condition        Report By
 OK0139  HISTORY     - 1934     MONUMENTED       CGS
 OK0139  HISTORY     - 19940624 GOOD             LOCENG
 OK0139  HISTORY     - 19950624 GOOD             LOCENG
 OK0139  HISTORY     - 20011211 POOR             ROWEIN
 OK0139
 OK0139                          STATION DESCRIPTION
 OK0139
 OK0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0139'4.3 MI W FROM ST JOHNS.
 OK0139'4.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0139'STATION AT SAINT JOHNS, CLINTON COUNTY, AT THE SOUTHWEST CORNER
 OK0139'OF A ROAD CROSSING, 34 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OK0139'42 FEET SOUTH OF THE SOUTH RAIL, 9.1 FEET NORTHWEST OF A FENCE
 OK0139'CORNER, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OK0139'DISK, STAMPED C 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0139
 OK0139                          STATION RECOVERY (1994)
 OK0139
 OK0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0139'STATION RECOVERED WITH FOLLOWING ADDITIONS.  FOUND MONUMENT IN
 OK0139'STANDING WATER, 42 FT (12.8 M) SOUTH OF SOUTH RAIL AND 35 FT (10.7 M)
 OK0139'WEST OF LOWELL ROAD.
 OK0139
 OK0139                          STATION RECOVERY (1995)
 OK0139
 OK0139'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (ASP)
 OK0139'STATION RECOVERED WITH FOLLOWING ADDITIONS.  FOUND MONUMENT IN
 OK0139'STANDING WATER, 42 FT (12.8 M) SOUTH OF SOUTH RAIL AND 35 FT (10.7 M)
 OK0139'WEST OF LOWELL ROAD.
 OK0139
 OK0139                          STATION RECOVERY (2001)
 OK0139
 OK0139'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0139'FOUND MONUMENT WITH CARSONITE MARKER. THE MONUMENT WAS TIPPED
 OK0139'NORTHERLY ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0476 ***********************************************************************
 NF0476  DESIGNATION -  C 111
 NF0476  PID         -  NF0476
 NF0476  STATE/COUNTY-  MI/EATON
 NF0476  USGS QUAD   -  BELLEVUE (1985)
 NF0476
 NF0476                         *CURRENT SURVEY CONTROL
 NF0476  ___________________________________________________________________
 NF0476* NAD 83(1994)-  42 26 33.35388(N)    085 01 01.48552(W)     ADJUSTED  
 NF0476* NAVD 88     -       263.815  (meters)     865.53   (feet)  ADJUSTED  
 NF0476  ___________________________________________________________________
 NF0476  X           -     409,463.733 (meters)                     COMP
 NF0476  Y           -  -4,696,315.168 (meters)                     COMP
 NF0476  Z           -   4,282,166.658 (meters)                     COMP
 NF0476  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 NF0476  ELLIP HEIGHT-         229.98  (meters)          (07/17/02) GPS OBS
 NF0476  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NF0476  DYNAMIC HT  -         263.730 (meters)     865.25  (feet)  COMP
 NF0476  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 NF0476
 NF0476  HORZ ORDER  -  FIRST
 NF0476  VERT ORDER  -  SECOND    CLASS 0
 NF0476  ELLP ORDER  -  FOURTH    CLASS I
 NF0476
 NF0476.The horizontal coordinates were established by GPS observations
 NF0476.and adjusted by the National Geodetic Survey in February 1997..
 NF0476
 NF0476.The orthometric height was determined by differential leveling
 NF0476.and adjusted by the National Geodetic Survey in June 1991..
 NF0476
 NF0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0476
 NF0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0476
 NF0476.The ellipsoidal height was determined by GPS observations
 NF0476.and is referenced to NAD 83.
 NF0476
 NF0476.The geoid height was determined by GEOID03.
 NF0476
 NF0476.The dynamic height is computed by dividing the NAVD 88
 NF0476.geopotential number by the normal gravity value computed on the
 NF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0476.degrees latitude (g = 980.6199 gals.).
 NF0476
 NF0476.The modeled gravity was interpolated from observed gravity values.
 NF0476
 NF0476;                    North         East     Units Scale Factor Converg.
 NF0476;SPC MI S     -   104,908.259 3,946,491.779   MT  0.99993651   -0 26 33.4
 NF0476;SPC MI S     -   344,187.20 12,947,807.67   iFT  0.99993651   -0 26 33.4
 NF0476;UTM  16      - 4,700,824.133   663,080.830   MT  0.99992723   +1 20 18.5
 NF0476
 NF0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0476!SPC MI S     -   0.99996393  x   0.99993651  =   0.99990044
 NF0476!UTM  16      -   0.99996393  x   0.99992723  =   0.99989117
 NF0476
 NF0476                          SUPERSEDED SURVEY CONTROL
 NF0476
 NF0476  ELLIP H (02/03/97)  229.99   (m)                       GP(       ) 4 1
 NF0476  NAD 83(1986)-  42 26 33.35316(N)    085 01 01.50133(W) AD(       ) 1
 NF0476  NGVD 29 (??/??/92)  263.94   (m)          865.9    (f) COMPUTED    2 0
 NF0476
 NF0476.Superseded values are not recommended for survey control.
 NF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0476.See file dsdata.txt to determine how the superseded data were derived.
 NF0476
 NF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6308100824(NAD 83)
 NF0476_MARKER: DB = BENCH MARK DISK
 NF0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0476_SP_SET: CONCRETE POST
 NF0476_STAMPING: C 111 1934
 NF0476_MARK LOGO: CGS   
 NF0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0476+STABILITY: SURFACE MOTION
 NF0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0476+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1992
 NF0476
 NF0476  HISTORY     - Date     Condition        Report By
 NF0476  HISTORY     - 1934     MONUMENTED       CGS
 NF0476  HISTORY     - 19920713 GOOD             HOLDEN
 NF0476  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0476  HISTORY     - 20040810 MARK NOT FOUND   INDIV
 NF0476
 NF0476                          STATION DESCRIPTION
 NF0476
 NF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0476'AT BELLEVUE.
 NF0476'AT BELLEVUE, EATON COUNTY, 56 YARDS NORTHEAST OF THE NORTHEAST
 NF0476'END OF THE GRAND TRUNK WESTERN RAILROAD STATION, 40 YARDS SOUTHWEST
 NF0476'OF SEMAPHORE 189.2, 14.6 FEET NORTH OF THE NORTH CORNER OF A SMALL
 NF0476'STOREHOUSE, 14.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NF0476'SOUTHEAST TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 NF0476'DISK, STAMPED C 111 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0476
 NF0476                          STATION RECOVERY (1992)
 NF0476
 NF0476'RECOVERY NOTE BY HOLDEN GPS 1992
 NF0476'STATION IS LOCATED ABOUT 5 MILES WEST OF OLIVET AND 3 MILES WEST
 NF0476'NORTHWEST OF THE I-69 INTERCHANGE WITH BUTTERFIELD HIGHWAY.  IT IS IN
 NF0476'THE VILLAGE OF BELLEVUE, IN QUAD 420852, IN THE SE 1/4 OF SECTION 28
 NF0476'T1N,R6W, WHICH IS BELLEVUE TOWNSHIP.
 NF0476'TO REACH FROM THE I-69 INTERCHANGE WITH BUTTERFIELD HIGHWAY GO WEST ON
 NF0476'BUTTERFIELD HIGHWAY 3.0 MI (4.8 KM) TO A CURVE NORTH, CONTINUE AND
 NF0476'FOLLOW THE CURVE NORTHERLY INTO BELLEVUE TO THE RAILROAD TRACKS AND
 NF0476'THE STATION ON THE RIGHT AS DESCRIBED.
 NF0476'STATION IS 10.2 FT (3.1 M) NORTH NORTHEAST FROM A UTILITY POLE, 33.1
 NF0476'FT (10.1 M) WEST SOUTHWEST FROM A GUARD POST, 48.3 FT (14.7 M) WEST
 NF0476'NORTHWEST FROM THE NEAREST EDGE OF ADAMS ROAD, 16.0 FT (4.9 M) EAST
 NF0476'SOUTHEAST FROM THE SOUTHEAST RAIL, 84.5 FT (25.8 M) SOUTH FROM THE
 NF0476'SOUTHWEST CORNER OF A BUILDING AND 148.6 FT (45.3 M) NORTHEAST FROM
 NF0476'THE NORTHEAST CORNER OF A STORE.
 NF0476
 NF0476                          STATION RECOVERY (2001)
 NF0476
 NF0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0476'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0476
 NF0476                          STATION RECOVERY (2004)
 NF0476
 NF0476'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLW)
 NF0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0596 ***********************************************************************
 MD0596  DESIGNATION -  C 112
 MD0596  PID         -  MD0596
 MD0596  STATE/COUNTY-  MI/HILLSDALE
 MD0596  USGS QUAD   -  HILLSDALE (1979)
 MD0596
 MD0596                         *CURRENT SURVEY CONTROL
 MD0596  ___________________________________________________________________
 MD0596* NAD 83(1986)-  41 58 49.     (N)    084 40 14.     (W)     SCALED    
 MD0596* NAVD 88     -       334.117  (meters)    1096.18   (feet)  ADJUSTED  
 MD0596  ___________________________________________________________________
 MD0596  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 MD0596  DYNAMIC HT  -         333.992 (meters)    1095.77  (feet)  COMP
 MD0596  MODELED GRAV-     980,239.7   (mgal)                       NAVD 88
 MD0596
 MD0596  VERT ORDER  -  SECOND    CLASS 0
 MD0596
 MD0596.The horizontal coordinates were scaled from a topographic map and have
 MD0596.an estimated accuracy of +/- 6 seconds.
 MD0596
 MD0596.The orthometric height was determined by differential leveling
 MD0596.and adjusted by the National Geodetic Survey in June 1991..
 MD0596
 MD0596.The geoid height was determined by GEOID03.
 MD0596
 MD0596.The dynamic height is computed by dividing the NAVD 88
 MD0596.geopotential number by the normal gravity value computed on the
 MD0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0596.degrees latitude (g = 980.6199 gals.).
 MD0596
 MD0596.The modeled gravity was interpolated from observed gravity values.
 MD0596
 MD0596;                    North         East    Units  Estimated Accuracy
 MD0596;SPC MI S     -    53,400.    3,974,810.      MT  (+/- 180 meters Scaled)
 MD0596
 MD0596                          SUPERSEDED SURVEY CONTROL
 MD0596
 MD0596  NGVD 29 (??/??/92)  334.226  (m)         1096.54   (f) ADJ UNCH    2 0
 MD0596
 MD0596.Superseded values are not recommended for survey control.
 MD0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0596.See file dsdata.txt to determine how the superseded data were derived.
 MD0596
 MD0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM929502(NAD 83)
 MD0596_MARKER: DB = BENCH MARK DISK
 MD0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0596_STAMPING: C 112 1934
 MD0596_MARK LOGO: CGS   
 MD0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0596+STABILITY: SURFACE MOTION
 MD0596
 MD0596  HISTORY     - Date     Condition        Report By
 MD0596  HISTORY     - 1934     MONUMENTED       CGS
 MD0596  HISTORY     - 1940     GOOD             NGS
 MD0596  HISTORY     - 1988     GOOD             USPSQD
 MD0596  HISTORY     - 19980330 POOR             LOCENG
 MD0596
 MD0596                          STATION DESCRIPTION
 MD0596
 MD0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MD0596'AT JONESVILLE.
 MD0596'AT JONESVILLE, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL
 MD0596'RAILROAD, 60 YARDS SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 MD0596'STATION, AT THE CROSSING OF U.S. HIGHWAY 112, 39 YARDS NORTH OF
 MD0596'THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND THE EAST RAIL
 MD0596'OF THE MAIN TRACK, 14 YARDS NORTHEAST OF THE EAST RAIL OF THE
 MD0596'MAIN TRACK, AND 3 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 MD0596'STAMPED C 112 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0596
 MD0596                          STATION RECOVERY (1988)
 MD0596
 MD0596'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0596'RECOVERED IN GOOD CONDITION.
 MD0596
 MD0596                          STATION RECOVERY (1998)
 MD0596
 MD0596'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (RAB)
 MD0596'STATION IS LOCATED ON THE HILLSDALE QUADRANGLE MAP AND IN THE VILLAGE
 MD0596'OF JONESVILLE.  IT IS LOCATED IN FRONT OF THE OLD TRAIN DEPOT AND IS
 MD0596'100 FT (30.5 M) NORTH OF THE CENTERLINE OF US HIGHWAY 12 (CHICAGO
 MD0596'AVE.) AND 50 FT (15.2 M) EAST OF THE CENTERLINE OF THE RAILROAD
 MD0596'TRACKS.  STATION IS IN POOR CONDITION AND IS LEANING TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0064 ***********************************************************************
 MD0064  DESIGNATION -  C 114
 MD0064  PID         -  MD0064
 MD0064  STATE/COUNTY-  MI/LENAWEE
 MD0064  USGS QUAD   -  ADRIAN (1979)
 MD0064
 MD0064                         *CURRENT SURVEY CONTROL
 MD0064  ___________________________________________________________________
 MD0064* NAD 83(1994)-  41 52 53.70875(N)    084 06 06.74045(W)     ADJUSTED  
 MD0064* NAVD 88     -       247.669  (meters)     812.56   (feet)  ADJUSTED  
 MD0064  ___________________________________________________________________
 MD0064  X           -     488,721.408 (meters)                     COMP
 MD0064  Y           -  -4,730,771.261 (meters)                     COMP
 MD0064  Z           -   4,235,962.911 (meters)                     COMP
 MD0064  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 MD0064  ELLIP HEIGHT-         213.29  (meters)          (07/17/02) GPS OBS
 MD0064  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 MD0064  DYNAMIC HT  -         247.576 (meters)     812.26  (feet)  COMP
 MD0064  MODELED GRAV-     980,239.6   (mgal)                       NAVD 88
 MD0064
 MD0064  HORZ ORDER  -  FIRST
 MD0064  VERT ORDER  -  SECOND    CLASS 0
 MD0064  ELLP ORDER  -  FOURTH    CLASS I
 MD0064
 MD0064.The horizontal coordinates were established by GPS observations
 MD0064.and adjusted by the National Geodetic Survey in February 1997..
 MD0064
 MD0064.The orthometric height was determined by differential leveling
 MD0064.and adjusted by the National Geodetic Survey in June 1991..
 MD0064
 MD0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0064
 MD0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0064
 MD0064.The ellipsoidal height was determined by GPS observations
 MD0064.and is referenced to NAD 83.
 MD0064
 MD0064.The geoid height was determined by GEOID03.
 MD0064
 MD0064.The dynamic height is computed by dividing the NAVD 88
 MD0064.geopotential number by the normal gravity value computed on the
 MD0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0064.degrees latitude (g = 980.6199 gals.).
 MD0064
 MD0064.The modeled gravity was interpolated from observed gravity values.
 MD0064
 MD0064;                    North         East     Units Scale Factor Converg.
 MD0064;SPC MI S     -    42,421.504 4,021,980.295   MT  1.00005886   +0 10 48.7
 MD0064;SPC MI S     -   139,178.16 13,195,473.41   iFT  1.00005886   +0 10 48.7
 MD0064;UTM  16      - 4,640,690.943   740,471.824   MT  1.00031163   +1 56 08.5
 MD0064
 MD0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0064!SPC MI S     -   0.99996655  x   1.00005886  =   1.00002541
 MD0064!UTM  16      -   0.99996655  x   1.00031163  =   1.00027817
 MD0064
 MD0064                          SUPERSEDED SURVEY CONTROL
 MD0064
 MD0064  ELLIP H (02/03/97)  213.36   (m)                       GP(       ) 4 1
 MD0064  NAD 83(1986)-  41 52 53.71805(N)    084 06 06.75811(W) AD(       ) 1
 MD0064  NAD 83(1986)-  41 52 53.70382(N)    084 06 06.76987(W) AD(       ) 3
 MD0064  NAVD 88 (09/30/91)  247.67   (m)          812.6    (f) LEVELING    3  
 MD0064  NGVD 29 (??/??/92)  247.807  (m)          813.01   (f) ADJ UNCH    2 0
 MD0064
 MD0064.Superseded values are not recommended for survey control.
 MD0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0064.See file dsdata.txt to determine how the superseded data were derived.
 MD0064
 MD0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4047240691(NAD 83)
 MD0064_MARKER: DB = BENCH MARK DISK
 MD0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0064_SP_SET: CONCRETE POST
 MD0064_STAMPING: C 114 1934
 MD0064_MARK LOGO: CGS   
 MD0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0064+STABILITY: SURFACE MOTION
 MD0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0064+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 MD0064
 MD0064  HISTORY     - Date     Condition        Report By
 MD0064  HISTORY     - 1934     MONUMENTED       CGS
 MD0064  HISTORY     - 19891208 GOOD             NGS
 MD0064  HISTORY     - 20001207 GOOD             WOOLPT
 MD0064  HISTORY     - 20040418 GOOD             JCLS
 MD0064  HISTORY     - 20040419 GOOD             JCLS
 MD0064
 MD0064                          STATION DESCRIPTION
 MD0064
 MD0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0064'3 MI E FROM CADMUS.
 MD0064'3 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0064'STATION AT CADMUS, LENAWEE COUNTY, AT A ROAD CROSSING, 29.2 FEET
 MD0064'WEST OF THE CENTERLINE OF THE ROAD, 46 FEET NORTH OF THE NORTH
 MD0064'RAIL, 5.2 FEET SOUTHWEST OF A WIRE FENCE CORNER POST, AND ABOUT
 MD0064'8 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0064'STAMPED C 114 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0064
 MD0064                          STATION RECOVERY (1989)
 MD0064
 MD0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD0064'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) EAST OF CADMUS, 4.8 KM
 MD0064'(3.00 MI) WEST-SOUTHWEST OF ADRIAN AND AT AN OLD RAILROAD GRADE.
 MD0064'OWNERSHIP--UNKNOWN.
 MD0064'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 223 AND STATE
 MD0064'HIGHWAY M-34 AT THE SOUTHWEST SIDE OF ADRIAN, GO WEST ON HIGHWAY M-34
 MD0064'FOR 3.5 KM (2.15 MI) TO A SIDEROAD LEFT.  TURN LEFT AND GO SOUTH ON
 MD0064'PORTER HIGHWAY FOR 0.7 KM (0.45 MI) TO THE MARK ON THE RIGHT, IN FRONT
 MD0064'YARD OF HOUSE NUMBER 2468 AND JUST BEFORE CROSSING OLD RAILROAD GRADE.
 MD0064'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 MD0064'MONUMENT.  LOCATED 11.9 M (39.0 FT) EAST OF A UTILITY POLE, 8.53 M
 MD0064'(28.0 FT) WEST OF CENTER OF ROAD, 8.53 M (28.0 FT) SOUTH OF CENTER OF
 MD0064'DRIVEWAY, 1.22 M (4.0 FT) SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE
 MD0064'BOX AND 0.76 M (2.5 FT) SOUTHWEST OF AN UNDERGROUND PIPE LINE WARNING
 MD0064'POST.
 MD0064'NOTE--THIS BENCH MARK IS IN QUAD 410841, LINE NUMBER 103.
 MD0064'DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 MD0064
 MD0064                          STATION RECOVERY (2000)
 MD0064
 MD0064'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 MD0064'RECOVERED IN GOOD CONDITION.
 MD0064
 MD0064                          STATION RECOVERY (2004)
 MD0064
 MD0064'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MD0064'RECOVERED IN GOOD CONDITION.
 MD0064
 MD0064                          STATION RECOVERY (2004)
 MD0064
 MD0064'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MD0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0327 ***********************************************************************
 NF0327  DESIGNATION -  C 115
 NF0327  PID         -  NF0327
 NF0327  STATE/COUNTY-  MI/IONIA
 NF0327  USGS QUAD   -  FREEPORT (1978)
 NF0327
 NF0327                         *CURRENT SURVEY CONTROL
 NF0327  ___________________________________________________________________
 NF0327* NAD 83(1986)-  42 51 12.     (N)    085 18 40.     (W)     SCALED    
 NF0327* NAVD 88     -       251.725  (meters)     825.87   (feet)  ADJUSTED  
 NF0327  ___________________________________________________________________
 NF0327  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0327  DYNAMIC HT  -         251.654 (meters)     825.63  (feet)  COMP
 NF0327  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NF0327
 NF0327  VERT ORDER  -  SECOND    CLASS 0
 NF0327
 NF0327.The horizontal coordinates were scaled from a topographic map and have
 NF0327.an estimated accuracy of +/- 6 seconds.
 NF0327
 NF0327.The orthometric height was determined by differential leveling
 NF0327.and adjusted by the National Geodetic Survey in June 1991..
 NF0327
 NF0327.The geoid height was determined by GEOID03.
 NF0327
 NF0327.The dynamic height is computed by dividing the NAVD 88
 NF0327.geopotential number by the normal gravity value computed on the
 NF0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0327.degrees latitude (g = 980.6199 gals.).
 NF0327
 NF0327.The modeled gravity was interpolated from observed gravity values.
 NF0327
 NF0327;                    North         East    Units  Estimated Accuracy
 NF0327;SPC MI S     -   150,760.    3,922,820.      MT  (+/- 180 meters Scaled)
 NF0327
 NF0327                          SUPERSEDED SURVEY CONTROL
 NF0327
 NF0327  NGVD 29 (??/??/92)  251.85   (m)          826.3    (f) COMPUTED    2 0
 NF0327
 NF0327.Superseded values are not recommended for survey control.
 NF0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0327.See file dsdata.txt to determine how the superseded data were derived.
 NF0327
 NF0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN379459(NAD 83)
 NF0327_MARKER: DB = BENCH MARK DISK
 NF0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0327_STAMPING: C 115 1934
 NF0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0327+STABILITY: SURFACE MOTION
 NF0327
 NF0327  HISTORY     - Date     Condition        Report By
 NF0327  HISTORY     - 1934     MONUMENTED       CGS
 NF0327  HISTORY     - 1948     MARK NOT FOUND   NGS
 NF0327  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0327  HISTORY     - 19940624 MARK NOT FOUND   LOCENG
 NF0327
 NF0327                          STATION DESCRIPTION
 NF0327
 NF0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0327'IN ELMDALE.
 NF0327'AT ELMDALE, KENT AND IONIA COUNTIES, ON THE PERE MARQUETTE
 NF0327'DISTRICT OF THE CHESAPEAKE AND OHIO RAILWAY, 50 YARDS NORTHEAST
 NF0327'OF THE EAST END OF THE STATION, 280 FEET WEST OF A GRAVEL-ROAD
 NF0327'CROSSING, 42 FEET NORTH OF THE NORTH RAIL OF THE GRAND RAPIDS
 NF0327'TO GRAND LEDGE BRANCH TRACK, 24 FEET SOUTHEAST OF THE SOUTHEAST
 NF0327'RAIL OF THE SAGINAW BRANCH TRACK, 3 FEET EAST OF A POLE, AND
 NF0327'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED C 115 1934 AND
 NF0327'SET IN THE TOP OF A CONCRETE POST.  NOTE-- WAS UNABLE TO LOCATE
 NF0327'THE MARK.  THERE WAS NO APPARENT REASON FOR IT NOT BEING LOCATED.
 NF0327
 NF0327                          STATION RECOVERY (1975)
 NF0327
 NF0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0327'MARK NOT FOUND.
 NF0327
 NF0327                          STATION RECOVERY (1994)
 NF0327
 NF0327'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 NF0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0363 ***********************************************************************
 MC0363  DESIGNATION -  C 115 X
 MC0363  PID         -  MC0363
 MC0363  STATE/COUNTY-  MI/MONROE
 MC0363  USGS QUAD   -  STONY POINT (1978)
 MC0363
 MC0363                         *CURRENT SURVEY CONTROL
 MC0363  ___________________________________________________________________
 MC0363* NAD 83(1986)-  41 59 13.     (N)    083 18 52.     (W)     SCALED    
 MC0363* NAVD 88     -       182.011  (meters)     597.15   (feet)  ADJUSTED  
 MC0363  ___________________________________________________________________
 MC0363  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 MC0363  DYNAMIC HT  -         181.948 (meters)     596.94  (feet)  COMP
 MC0363  MODELED GRAV-     980,269.8   (mgal)                       NAVD 88
 MC0363
 MC0363  VERT ORDER  -  FIRST     CLASS I
 MC0363
 MC0363.The horizontal coordinates were scaled from a topographic map and have
 MC0363.an estimated accuracy of +/- 6 seconds.
 MC0363
 MC0363.The orthometric height was determined by differential leveling
 MC0363.and adjusted by the National Geodetic Survey in June 1991..
 MC0363.WARNING-Repeat measurements at this control monument indicate possible
 MC0363.vertical movement.
 MC0363
 MC0363.The geoid height was determined by GEOID03.
 MC0363
 MC0363.The dynamic height is computed by dividing the NAVD 88
 MC0363.geopotential number by the normal gravity value computed on the
 MC0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0363.degrees latitude (g = 980.6199 gals.).
 MC0363
 MC0363.The modeled gravity was interpolated from observed gravity values.
 MC0363
 MC0363;                    North         East    Units  Estimated Accuracy
 MC0363;SPC MI S     -    54,640.    4,087,200.      MT  (+/- 180 meters Scaled)
 MC0363
 MC0363                          SUPERSEDED SURVEY CONTROL
 MC0363
 MC0363  NGVD 29 (??/??/92)  182.172  (m)          597.68   (f) ADJ UNCH    1 1
 MC0363
 MC0363.Superseded values are not recommended for survey control.
 MC0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0363.See file dsdata.txt to determine how the superseded data were derived.
 MC0363
 MC0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG082509(NAD 83)
 MC0363_MARKER: DB = BENCH MARK DISK
 MC0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0363_SP_SET: SIGNAL BASE
 MC0363_STAMPING: 597.564 C 115 X 1934
 MC0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0363
 MC0363  HISTORY     - Date     Condition        Report By
 MC0363  HISTORY     - 1934     MONUMENTED       CGS
 MC0363  HISTORY     - 1968     GOOD             NGS
 MC0363
 MC0363                          STATION DESCRIPTION
 MC0363
 MC0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0363'6 MI NE FROM MONROE.
 MC0363'ABOUT 6.0 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE
 MC0363'LINE RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE,
 MC0363'ABOUT 6.6 MILES SOUTHWEST OF THE CROSSING OF HURON RIVER DRIVE
 MC0363'AT ROCKWOOD, ALONG THE PENN CENTRAL RAILROAD, 0.15 MILE NORTHEAST
 MC0363'OF THE PENN CENTRAL RAILROAD MILEPOST D 29, SET ON THE TOP OF
 MC0363'THE WEST CORNER OF SIGNAL BASE NO. D 284, 79 FEET NORTHWEST OF
 MC0363'THE NORTHWEST RAIL OF THE D AND T SL RR, 6.9 FEET SOUTHEAST
 MC0363'OF THE SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD AND 1 FOOT
 MC0363'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0355 ***********************************************************************
 NF0355  DESIGNATION -  C 116
 NF0355  PID         -  NF0355
 NF0355  STATE/COUNTY-  MI/BARRY
 NF0355  USGS QUAD   -  DOWLING (1982)
 NF0355
 NF0355                         *CURRENT SURVEY CONTROL
 NF0355  ___________________________________________________________________
 NF0355* NAD 83(1986)-  42 35 40.     (N)    085 18 56.     (W)     SCALED    
 NF0355* NAVD 88     -       268.531  (meters)     881.01   (feet)  ADJUSTED  
 NF0355  ___________________________________________________________________
 NF0355  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF0355  DYNAMIC HT  -         268.448 (meters)     880.73  (feet)  COMP
 NF0355  MODELED GRAV-     980,306.6   (mgal)                       NAVD 88
 NF0355
 NF0355  VERT ORDER  -  SECOND    CLASS 0
 NF0355
 NF0355.The horizontal coordinates were scaled from a topographic map and have
 NF0355.an estimated accuracy of +/- 6 seconds.
 NF0355
 NF0355.The orthometric height was determined by differential leveling
 NF0355.and adjusted by the National Geodetic Survey in June 1991..
 NF0355
 NF0355.The geoid height was determined by GEOID03.
 NF0355
 NF0355.The dynamic height is computed by dividing the NAVD 88
 NF0355.geopotential number by the normal gravity value computed on the
 NF0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0355.degrees latitude (g = 980.6199 gals.).
 NF0355
 NF0355.The modeled gravity was interpolated from observed gravity values.
 NF0355
 NF0355;                    North         East    Units  Estimated Accuracy
 NF0355;SPC MI S     -   122,010.    3,922,130.      MT  (+/- 180 meters Scaled)
 NF0355
 NF0355                          SUPERSEDED SURVEY CONTROL
 NF0355
 NF0355  NGVD 29 (??/??/92)  268.650  (m)          881.40   (f) ADJ UNCH    2 0
 NF0355
 NF0355.Superseded values are not recommended for survey control.
 NF0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0355.See file dsdata.txt to determine how the superseded data were derived.
 NF0355
 NF0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN381171(NAD 83)
 NF0355_MARKER: DB = BENCH MARK DISK
 NF0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0355_STAMPING: 881.356 C 116 1934
 NF0355_MARK LOGO: CGS   
 NF0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0355+STABILITY: SURFACE MOTION
 NF0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0355+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF0355
 NF0355  HISTORY     - Date     Condition        Report By
 NF0355  HISTORY     - 1934     MONUMENTED       CGS
 NF0355  HISTORY     - 1940     GOOD             NGS
 NF0355  HISTORY     - 19941109 GOOD             MI-015
 NF0355  HISTORY     - 20050409 GOOD             USPSQD
 NF0355
 NF0355                          STATION DESCRIPTION
 NF0355
 NF0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0355'4 MI S FROM HASTINGS.
 NF0355'4.0 MILES SOUTH-SOUTHWEST OF HASTINGS, BARRY COUNTY, IN THE
 NF0355'NORTHWEST QUARTER OF SECTION 1, T 2 N, R 9 W, ON A
 NF0355'NORTH-AND-SOUTH DIRT ROAD, JUST NORTH OF THE POINT WHERE A
 NF0355'GRAVEL ROAD SWINGS NORTHEAST AND SOUTH, 100 YARDS NORTH OF A
 NF0355'FARMHOUSE ON THE WEST SIDE OF THE ROAD, AT THE OLD ROADBED OF
 NF0355'THE CHICAGO, KALAMAZOO AND SAGINAW RAILWAY, 64 FEET NORTHWEST
 NF0355'OF THE CENTERLINE OF THE GRAVEL ROAD, 40 FEET SOUTHEAST OF THE
 NF0355'CENTERLINE OF THE OLD RAILROAD BED, 29 FEET WEST OF THE
 NF0355'CENTERLINE OF THE DIRT ROAD, AND AT A FENCE LINE.  A STANDARD
 NF0355'DISK, STAMPED 881.356 C 116 1934 AND SET IN THE TOP OF A CONCRETE
 NF0355'POST.
 NF0355
 NF0355                          STATION RECOVERY (1994)
 NF0355
 NF0355'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0355'FOUND MARK IN GOOD CONDITION. NOTE--11.7 FEET SOUTH-SOUTHWEST OF A
 NF0355'UTILITY POLE, FENCE IS GONE, 31 FEET WST OF CENTERLINE OF GRAVEL ROAD,
 NF0355'GRAVEL ROAD SOUTHEAST IS NOW BITUMINOUS, 64 FEET IS TO CENTERLINE AT
 NF0355'APPROXIMATE MID POINT OF CURVE.  NOT SUITABLE FOR GPS. CARSONITE
 NF0355'WITNESS POST INSTALLED 1 FOOT WEST OF MARK.
 NF0355
 NF0355                          STATION RECOVERY (2005)
 NF0355
 NF0355'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0590 ***********************************************************************
 NF0590  DESIGNATION -  C 117
 NF0590  PID         -  NF0590
 NF0590  STATE/COUNTY-  MI/VAN BUREN
 NF0590  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0590
 NF0590                         *CURRENT SURVEY CONTROL
 NF0590  ___________________________________________________________________
 NF0590* NAD 83(1986)-  42 23 22.     (N)    085 59 41.     (W)     SCALED    
 NF0590* NAVD 88     -       213.803  (meters)     701.45   (feet)  ADJUSTED  
 NF0590  ___________________________________________________________________
 NF0590  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NF0590  DYNAMIC HT  -         213.744 (meters)     701.26  (feet)  COMP
 NF0590  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NF0590
 NF0590  VERT ORDER  -  FIRST     CLASS II
 NF0590
 NF0590.The horizontal coordinates were scaled from a topographic map and have
 NF0590.an estimated accuracy of +/- 6 seconds.
 NF0590
 NF0590.The orthometric height was determined by differential leveling
 NF0590.and adjusted by the National Geodetic Survey in June 1991..
 NF0590
 NF0590.The geoid height was determined by GEOID03.
 NF0590
 NF0590.The dynamic height is computed by dividing the NAVD 88
 NF0590.geopotential number by the normal gravity value computed on the
 NF0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0590.degrees latitude (g = 980.6199 gals.).
 NF0590
 NF0590.The modeled gravity was interpolated from observed gravity values.
 NF0590
 NF0590;                    North         East    Units  Estimated Accuracy
 NF0590;SPC MI S     -   100,090.    3,865,960.      MT  (+/- 180 meters Scaled)
 NF0590
 NF0590                          SUPERSEDED SURVEY CONTROL
 NF0590
 NF0590  NGVD 29 (01/19/93)  213.945  (m)          701.92   (f) ADJUSTED    1 2
 NF0590
 NF0590.Superseded values are not recommended for survey control.
 NF0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0590.See file dsdata.txt to determine how the superseded data were derived.
 NF0590
 NF0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM827935(NAD 83)
 NF0590_MARKER: DB = BENCH MARK DISK
 NF0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0590_SP_SET: CONCRETE POST
 NF0590_STAMPING: C 117 1934 701.888
 NF0590_MARK LOGO: CGS   
 NF0590_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0590+STABILITY: SURFACE MOTION
 NF0590
 NF0590  HISTORY     - Date     Condition        Report By
 NF0590  HISTORY     - 1934     MONUMENTED       CGS
 NF0590  HISTORY     - 1948     GOOD             NGS
 NF0590  HISTORY     - 1977     GOOD             MIDH
 NF0590  HISTORY     - 1984     GOOD             NGS
 NF0590  HISTORY     - 1989     GOOD             USPSQD
 NF0590  HISTORY     - 20000816 GOOD             MI-159
 NF0590
 NF0590                          STATION DESCRIPTION
 NF0590
 NF0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0590'AT BERLAMONT.
 NF0590'AT BERLAMONT, ALONG THE MICHIGAN CENTRAL RAILROAD, IN THE
 NF0590'NORTHWEST QUARTER OF THE NORTH-SOUTH BLACK TOP ROAD CROSSING,
 NF0590'25 FEET NORTH OF THE NORTH RAIL, 133 FEET WEST OF THE CENTER
 NF0590'LINE OF THE ROAD, 4 FEET EAST-SOUTHEAST OF THE 2ND TELEPHONE
 NF0590'POLE WEST OF ROAD, 120 FEET WEST-NORTHWEST OF THE WEST END OF
 NF0590'A 12-INCH PIPE CULVERT UNDER ROAD, 2 FEET SOUTH OF A WHITE
 NF0590'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP
 NF0590'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0590
 NF0590                          STATION RECOVERY (1977)
 NF0590
 NF0590'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0590'RECOVERED IN GOOD CONDITION.
 NF0590
 NF0590                          STATION RECOVERY (1984)
 NF0590
 NF0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0590'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 NF0590'MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF COUNTY ROAD
 NF0590'665 IN BLOOMINGDALE, 61.0 M (200.1 FT) SOUTH OF THE CENTER OF 8TH
 NF0590'AVENUE, 40.5 M (132.9 FT) WEST OF THE CENTERLINE OF THE ROAD, AND 8.5
 NF0590'M (27.9 FT) NORTH OF THE CENTER OF AN OLD RAILROAD BED.
 NF0590'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0590'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF0590
 NF0590                          STATION RECOVERY (1989)
 NF0590
 NF0590'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0590'RECOVERED IN GOOD CONDITION.
 NF0590
 NF0590                          STATION RECOVERY (2000)
 NF0590
 NF0590'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0590'OK FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0822 ***********************************************************************
 ME0822  DESIGNATION -  C 118
 ME0822  PID         -  ME0822
 ME0822  STATE/COUNTY-  MI/BERRIEN
 ME0822  USGS QUAD   -  BRIDGMAN (1978)
 ME0822
 ME0822                         *CURRENT SURVEY CONTROL
 ME0822  ___________________________________________________________________
 ME0822* NAD 83(1986)-  41 56 28.     (N)    086 33 19.     (W)     SCALED    
 ME0822* NAVD 88     -       195.832  (meters)     642.49   (feet)  ADJUSTED  
 ME0822  ___________________________________________________________________
 ME0822  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 ME0822  DYNAMIC HT  -         195.764 (meters)     642.27  (feet)  COMP
 ME0822  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 ME0822
 ME0822  VERT ORDER  -  SECOND    CLASS 0
 ME0822
 ME0822.The horizontal coordinates were scaled from a topographic map and have
 ME0822.an estimated accuracy of +/- 6 seconds.
 ME0822
 ME0822.The orthometric height was determined by differential leveling
 ME0822.and adjusted by the National Geodetic Survey in June 1991..
 ME0822
 ME0822.The geoid height was determined by GEOID03.
 ME0822
 ME0822.The dynamic height is computed by dividing the NAVD 88
 ME0822.geopotential number by the normal gravity value computed on the
 ME0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0822.degrees latitude (g = 980.6199 gals.).
 ME0822
 ME0822.The modeled gravity was interpolated from observed gravity values.
 ME0822
 ME0822;                    North         East    Units  Estimated Accuracy
 ME0822;SPC MI S     -    51,360.    3,818,520.      MT  (+/- 180 meters Scaled)
 ME0822
 ME0822                          SUPERSEDED SURVEY CONTROL
 ME0822
 ME0822  NGVD 29 (??/??/92)  195.963  (m)          642.92   (f) ADJ UNCH    2 0
 ME0822
 ME0822.Superseded values are not recommended for survey control.
 ME0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0822.See file dsdata.txt to determine how the superseded data were derived.
 ME0822
 ME0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM368433(NAD 83)
 ME0822_MARKER: DB = BENCH MARK DISK
 ME0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0822_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0822_STAMPING: C 118 1934
 ME0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0822+STABILITY: SURFACE MOTION
 ME0822
 ME0822  HISTORY     - Date     Condition        Report By
 ME0822  HISTORY     - 1934     MONUMENTED       CGS
 ME0822  HISTORY     - 1969     MARK NOT FOUND   NGS
 ME0822
 ME0822                          STATION DESCRIPTION
 ME0822
 ME0822'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0822'AT BRIDGMAN.
 ME0822'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0822'RAILWAY, 130 YARDS NORTH OF THE NORTH END OF THE STATION, 125
 ME0822'YARDS SOUTH OF MP NO. C 84, 15 YARDS NORTHEAST OF A WIRE FENCE
 ME0822'GATE PAINTED GATE 6, 5 YARDS WEST OF THE WEST RAIL OF THE MAIN
 ME0822'TRACK, 3 YARDS EAST OF THE EAST RAIL OF A SIDE TRACK, A CONCRETE
 ME0822'POST, 6 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED C 118
 ME0822'1934.  NOTE-- SEARCHED FOR BUT NOT RECOVERED IN FEBRUARY 1942.
 ME0822'THE LOCATION DESCRIBED HAS BEEN FILLED IN WITH CINDERS AND THE MARK
 ME0822'IS PROBABLY COVERED UP.
 ME0822
 ME0822                          STATION RECOVERY (1969)
 ME0822
 ME0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME0822'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0014 ***********************************************************************
 MD0014  DESIGNATION -  C 119
 MD0014  PID         -  MD0014
 MD0014  STATE/COUNTY-  MI/HILLSDALE
 MD0014  USGS QUAD   -  PITTSFORD (1962)
 MD0014
 MD0014                         *CURRENT SURVEY CONTROL
 MD0014  ___________________________________________________________________
 MD0014* NAD 83(1986)-  41 46 56.     (N)    084 24 10.     (W)     SCALED    
 MD0014* NAVD 88     -       284.341  (meters)     932.88   (feet)  ADJUSTED  
 MD0014  ___________________________________________________________________
 MD0014  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 MD0014  DYNAMIC HT  -         284.231 (meters)     932.51  (feet)  COMP
 MD0014  MODELED GRAV-     980,226.7   (mgal)                       NAVD 88
 MD0014
 MD0014  VERT ORDER  -  SECOND    CLASS 0
 MD0014
 MD0014.The horizontal coordinates were scaled from a topographic map and have
 MD0014.an estimated accuracy of +/- 6 seconds.
 MD0014
 MD0014.The orthometric height was determined by differential leveling
 MD0014.and adjusted by the National Geodetic Survey in June 1991..
 MD0014
 MD0014.The geoid height was determined by GEOID03.
 MD0014
 MD0014.The dynamic height is computed by dividing the NAVD 88
 MD0014.geopotential number by the normal gravity value computed on the
 MD0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0014.degrees latitude (g = 980.6199 gals.).
 MD0014
 MD0014.The modeled gravity was interpolated from observed gravity values.
 MD0014
 MD0014;                    North         East    Units  Estimated Accuracy
 MD0014;SPC MI S     -    31,350.    3,997,000.      MT  (+/- 180 meters Scaled)
 MD0014
 MD0014                          SUPERSEDED SURVEY CONTROL
 MD0014
 MD0014  NGVD 29 (??/??/92)  284.468  (m)          933.29   (f) ADJ UNCH    2 0
 MD0014
 MD0014.Superseded values are not recommended for survey control.
 MD0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0014.See file dsdata.txt to determine how the superseded data were derived.
 MD0014
 MD0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM158288(NAD 83)
 MD0014_MARKER: DB = BENCH MARK DISK
 MD0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0014_STAMPING: C 119 1934
 MD0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0014+STABILITY: SURFACE MOTION
 MD0014
 MD0014  HISTORY     - Date     Condition        Report By
 MD0014  HISTORY     - 1934     MONUMENTED       CGS
 MD0014  HISTORY     - 1988     GOOD             USPSQD
 MD0014  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0014
 MD0014                          STATION DESCRIPTION
 MD0014
 MD0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0014'AT PRATTVILLE.
 MD0014'AT PRATTVILLE, HILLSDALE COUNTY, ABOUT 47 YARDS NORTHWEST OF THE
 MD0014'NORTHWEST CORNER OF THE CINCINNATI NORTHERN RAILROAD STATION,
 MD0014'44.8 FEET NORTHWEST OF THE WEST RAIL OF THE MAIN TRACK AT THE
 MD0014'CROSSING OF THE CENTERLINE OF COUNTY ROAD 308, 40.2 FEET NORTH
 MD0014'OF THE CENTERLINE OF THE ROAD, 28.4 FEET WEST OF THE WEST RAIL
 MD0014'OF THE MAIN TRACK, 1.6 FEET EAST OF THE WIRE FENCE, AND ABOUT
 MD0014'1/2 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 119
 MD0014'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0014
 MD0014                          STATION RECOVERY (1988)
 MD0014
 MD0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0014'RECOVERED IN GOOD CONDITION.
 MD0014
 MD0014                          STATION RECOVERY (2000)
 MD0014
 MD0014'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0014'RAILROAD BED HAS BEEN REMOVED, RAILROAD STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1023 ***********************************************************************
 RL1023  DESIGNATION -  C 120
 RL1023  PID         -  RL1023
 RL1023  STATE/COUNTY-  MI/GOGEBIC
 RL1023  USGS QUAD   -  IMP LAKE (1982)
 RL1023
 RL1023                         *CURRENT SURVEY CONTROL
 RL1023  ___________________________________________________________________
 RL1023* NAD 83(1986)-  46 11 46.     (N)    089 03 26.     (W)     SCALED    
 RL1023* NAVD 88     -       531.606  (meters)    1744.11   (feet)  ADJUSTED  
 RL1023  ___________________________________________________________________
 RL1023  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL1023  DYNAMIC HT  -         531.613 (meters)    1744.13  (feet)  COMP
 RL1023  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 RL1023
 RL1023  VERT ORDER  -  SECOND    CLASS 0
 RL1023
 RL1023.The horizontal coordinates were scaled from a topographic map and have
 RL1023.an estimated accuracy of +/- 6 seconds.
 RL1023
 RL1023.The orthometric height was determined by differential leveling
 RL1023.and adjusted by the National Geodetic Survey in June 1991..
 RL1023
 RL1023.The geoid height was determined by GEOID03.
 RL1023
 RL1023.The dynamic height is computed by dividing the NAVD 88
 RL1023.geopotential number by the normal gravity value computed on the
 RL1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1023.degrees latitude (g = 980.6199 gals.).
 RL1023
 RL1023.The modeled gravity was interpolated from observed gravity values.
 RL1023
 RL1023;                    North         East    Units  Estimated Accuracy
 RL1023;SPC MI N     -   159,080.    7,841,240.      MT  (+/- 180 meters Scaled)
 RL1023
 RL1023                          SUPERSEDED SURVEY CONTROL
 RL1023
 RL1023  NGVD 29 (??/??/92)  531.623  (m)         1744.17   (f) ADJ UNCH    2 0
 RL1023
 RL1023.Superseded values are not recommended for survey control.
 RL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1023.See file dsdata.txt to determine how the superseded data were derived.
 RL1023
 RL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS412178(NAD 83)
 RL1023_MARKER: DB = BENCH MARK DISK
 RL1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1023_STAMPING: C 120 1948
 RL1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1023+STABILITY: SURFACE MOTION
 RL1023
 RL1023  HISTORY     - Date     Condition        Report By
 RL1023  HISTORY     - 1948     MONUMENTED       CGS
 RL1023  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1023
 RL1023                          STATION DESCRIPTION
 RL1023
 RL1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1023'9.2 MI NE FROM LAND O LAKES.
 RL1023'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1023'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1023'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1023'THENCE ABOUT 2.95 MILES NORTHEAST ALONG A ROAD LEADING TO U.S.
 RL1023'HIGHWAY 2, ABOUT 0.75 MILE EAST OF THE JUNCTION OF A ROAD
 RL1023'NORTH TO IMP LAKE AND LOOKOUT TOWER, 21 FEET SOUTH OF THE
 RL1023'CENTER LINE OF THE ROAD, 48 FEET EAST-SOUTHEAST OF THE CENTER
 RL1023'OF THE JUNCTION OF A DIM TRAIL SOUTH-SOUTHWEST, 2 FEET EAST
 RL1023'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL1023'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1023
 RL1023                          STATION RECOVERY (2005)
 RL1023
 RL1023'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1023'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1010 ***********************************************************************
 RL1010  DESIGNATION -  C 122
 RL1010  PID         -  RL1010
 RL1010  STATE/COUNTY-  MI/ONTONAGON
 RL1010  USGS QUAD   -  PHELPS (1981)
 RL1010
 RL1010                         *CURRENT SURVEY CONTROL
 RL1010  ___________________________________________________________________
 RL1010* NAD 83(1986)-  46 21 35.     (N)    089 01 11.     (W)     SCALED    
 RL1010* NAVD 88     -       495.173  (meters)    1624.58   (feet)  ADJUSTED  
 RL1010  ___________________________________________________________________
 RL1010  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 RL1010  DYNAMIC HT  -         495.183 (meters)    1624.61  (feet)  COMP
 RL1010  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 RL1010
 RL1010  VERT ORDER  -  SECOND    CLASS 0
 RL1010
 RL1010.The horizontal coordinates were scaled from a topographic map and have
 RL1010.an estimated accuracy of +/- 6 seconds.
 RL1010
 RL1010.The orthometric height was determined by differential leveling
 RL1010.and adjusted by the National Geodetic Survey in June 1991..
 RL1010
 RL1010.The geoid height was determined by GEOID03.
 RL1010
 RL1010.The dynamic height is computed by dividing the NAVD 88
 RL1010.geopotential number by the normal gravity value computed on the
 RL1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1010.degrees latitude (g = 980.6199 gals.).
 RL1010
 RL1010.The modeled gravity was interpolated from observed gravity values.
 RL1010
 RL1010;                    North         East    Units  Estimated Accuracy
 RL1010;SPC MI N     -   177,190.    7,844,590.      MT  (+/- 180 meters Scaled)
 RL1010
 RL1010                          SUPERSEDED SURVEY CONTROL
 RL1010
 RL1010  NGVD 29 (??/??/92)  495.190  (m)         1624.64   (f) ADJ UNCH    2 0
 RL1010
 RL1010.Superseded values are not recommended for survey control.
 RL1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1010.See file dsdata.txt to determine how the superseded data were derived.
 RL1010
 RL1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS446359(NAD 83)
 RL1010_MARKER: DB = BENCH MARK DISK
 RL1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1010_STAMPING: C 122 1948
 RL1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1010+STABILITY: SURFACE MOTION
 RL1010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1010+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1010
 RL1010  HISTORY     - Date     Condition        Report By
 RL1010  HISTORY     - 1948     MONUMENTED       CGS
 RL1010  HISTORY     - 20040720 GOOD             GEOCAC
 RL1010
 RL1010                          STATION DESCRIPTION
 RL1010
 RL1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1010'12.6 MI NE FROM WATERSMEET.
 RL1010'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1010'FROM THE STATION AT WATERSMEET, THENCE ABOUT 5.95 MILES NORTH
 RL1010'ALONG TROUT CREEK ROAD, ABOUT 0.35 MILE SOUTH OF THE BRIDGE
 RL1010'OVER DEADMAN CREEK, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A
 RL1010'ROAD WEST TO HIGHWAY 45, AT THE SOUTH END OF A 2-FOOT CUT AND
 RL1010'AT A SMALL CLEARING IN THE WOODS, 22 FEET EAST OF THE CENTER
 RL1010'LINE OF THE ROAD, 38.5 FEET NORTHWEST OF A TRIANGULAR BLAZED
 RL1010'16-INCH MAPLE TREE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS
 RL1010'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1010'POST PROJECTING 4 INCHES.
 RL1010
 RL1010                          STATION RECOVERY (2004)
 RL1010
 RL1010'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1010'NAD 83 -  46 21 34.6 (N) -  089 01 13.2 (W)  HANDHELD DGPS
 RL1010' 
 RL1010'5.5 FT SOUTH OF A BLAZED 5-INCH MAPLE TREE AND 0.5 FT WEST OF A METAL
 RL1010'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0321 ***********************************************************************
 RL0321  DESIGNATION -  C 123
 RL0321  PID         -  RL0321
 RL0321  STATE/COUNTY-  MI/HOUGHTON
 RL0321  USGS QUAD   -  
 RL0321
 RL0321                         *CURRENT SURVEY CONTROL
 RL0321  ___________________________________________________________________
 RL0321* NAD 83(1986)-  46 28 13.     (N)    088 53 14.     (W)     SCALED    
 RL0321* NAVD 88     -       381.057  (meters)    1250.18   (feet)  ADJUSTED  
 RL0321  ___________________________________________________________________
 RL0321  GEOID HEIGHT-         -32.23  (meters)                     GEOID03
 RL0321  DYNAMIC HT  -         381.070 (meters)    1250.23  (feet)  COMP
 RL0321  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 RL0321
 RL0321  VERT ORDER  -  SECOND    CLASS 0
 RL0321
 RL0321.The horizontal coordinates were scaled from a topographic map and have
 RL0321.an estimated accuracy of +/- 6 seconds.
 RL0321
 RL0321.The orthometric height was determined by differential leveling
 RL0321.and adjusted by the National Geodetic Survey in June 1991..
 RL0321
 RL0321.The geoid height was determined by GEOID03.
 RL0321
 RL0321.The dynamic height is computed by dividing the NAVD 88
 RL0321.geopotential number by the normal gravity value computed on the
 RL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0321.degrees latitude (g = 980.6199 gals.).
 RL0321
 RL0321.The modeled gravity was interpolated from observed gravity values.
 RL0321
 RL0321;                    North         East    Units  Estimated Accuracy
 RL0321;SPC MI N     -   189,220.    7,855,080.      MT  (+/- 180 meters Scaled)
 RL0321
 RL0321                          SUPERSEDED SURVEY CONTROL
 RL0321
 RL0321  NGVD 29 (??/??/92)  381.072  (m)         1250.23   (f) ADJ UNCH    2 0
 RL0321
 RL0321.Superseded values are not recommended for survey control.
 RL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0321.See file dsdata.txt to determine how the superseded data were derived.
 RL0321
 RL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS551480(NAD 83)
 RL0321_MARKER: DB = BENCH MARK DISK
 RL0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0321_STAMPING: C 123 1948
 RL0321_MARK LOGO: CGS   
 RL0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0321+STABILITY: SURFACE MOTION
 RL0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0321+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1992
 RL0321
 RL0321  HISTORY     - Date     Condition        Report By
 RL0321  HISTORY     - 1948     MONUMENTED       CGS
 RL0321  HISTORY     - 1985     GOOD             NGS
 RL0321  HISTORY     - 19920806 GOOD             MIDT
 RL0321
 RL0321                          STATION DESCRIPTION
 RL0321
 RL0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0321'1.2 MI S FROM KENTON.
 RL0321'1.15 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE POST
 RL0321'OFFICE AT KENTON, ABOUT 0.15 MILE SOUTH OF A CURVE SOUTH AND
 RL0321'NORTHWEST AND A DIM ROAD NORTH, AT THE JUNCTION OF A GRAVEL
 RL0321'ROAD LEADING EAST TO EAST BRANCH CAMP GROUND, 50 FEET EAST OF
 RL0321'THE CENTER LINE OF THE HIGHWAY, 154 FEET NORTH OF THE CENTER
 RL0321'LINE OF THE ROAD EAST, 1 FOOT WEST OF A WIRE FENCE, 31.5 FEET
 RL0321'EAST-NORTHEAST OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 RL0321'OF AN 18-INCH CORRUGATED PIPE CULVERT, 98.5 FEET SOUTH OF A
 RL0321'MICHIGAN F.A.P. MARKER POST, 2.5 FEET SOUTH OF A WHITE WOODEN
 RL0321'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL0321'OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0321
 RL0321                          STATION RECOVERY (1985)
 RL0321
 RL0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0321'RECOVERED IN GOOD CONDITION.
 RL0321
 RL0321                          STATION RECOVERY (1992)
 RL0321
 RL0321'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 RL0321'ABOUT 1.15 MI (1.85 KM) SOUTH OF KENTON, ALONG NATIONAL FOREST HIGHWAY
 RL0321'NUMBER 16, NEAR THE 1/4 CORNER BETWEEN SECTIONS 13 AND 14, T-47-N,
 RL0321'R-36-W AND ON THE KENTON QUADRANGLE MAP.  FROM THE JUNCTION OF STATE
 RL0321'HIGHWAY M-28 AND NATIONAL FOREST HIGHWAY NUMBER 16 IN KENTON, GO SOUTH
 RL0321'ALONG HIGHWAY 16 FOR 1.15 MI (1.85 KM) TO A GRAVEL ROAD LEADING EAST
 RL0321'AND THE STATION ON THE LEFT (EAST) SIDE OF THE HIGHWAY IN THE
 RL0321'NORTHEAST QUADRANT OF THE JUNCTION OF THE ROAD LEADING EAST. (NOTE--A
 RL0321'4-WD VEHICLE CAN BE DRIVEN WITHIN 1 FT (0.3 M) OF THE MARK.) STATION
 RL0321'IS PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS 50.0 FT (15.2 M)
 RL0321'EAST OF THE CENTERLINE OF NATION FOREST HIGHWAY NUMBER 16, 154.0 FT
 RL0321'(46.9 M) NORTH OF THE ROAD LEADING EAST, 1.0 FT (0.3 M) EAST OF A
 RL0321'CARSONITE WITNESS POST, AND ABOUT 3.0 FT (0.9 M) LOWER THAN THE
 RL0321'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0455 ***********************************************************************
 RL0455  DESIGNATION -  C 124
 RL0455  PID         -  RL0455
 RL0455  STATE/COUNTY-  MI/IRON
 RL0455  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0455
 RL0455                         *CURRENT SURVEY CONTROL
 RL0455  ___________________________________________________________________
 RL0455* NAD 83(1986)-  46 02 34.     (N)    088 46 08.     (W)     SCALED    
 RL0455* NAVD 88     -       477.284  (meters)    1565.89   (feet)  ADJUSTED  
 RL0455  ___________________________________________________________________
 RL0455  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0455  DYNAMIC HT  -         477.287 (meters)    1565.90  (feet)  COMP
 RL0455  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 RL0455
 RL0455  VERT ORDER  -  SECOND    CLASS 0
 RL0455
 RL0455.The horizontal coordinates were scaled from a topographic map and have
 RL0455.an estimated accuracy of +/- 6 seconds.
 RL0455
 RL0455.The orthometric height was determined by differential leveling
 RL0455.and adjusted by the National Geodetic Survey in June 1991..
 RL0455
 RL0455.The geoid height was determined by GEOID03.
 RL0455
 RL0455.The dynamic height is computed by dividing the NAVD 88
 RL0455.geopotential number by the normal gravity value computed on the
 RL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0455.degrees latitude (g = 980.6199 gals.).
 RL0455
 RL0455.The modeled gravity was interpolated from observed gravity values.
 RL0455
 RL0455;                    North         East    Units  Estimated Accuracy
 RL0455;SPC MI N     -   141,510.    7,863,110.      MT  (+/- 180 meters Scaled)
 RL0455
 RL0455                          SUPERSEDED SURVEY CONTROL
 RL0455
 RL0455  NGVD 29 (??/??/92)  477.285  (m)         1565.89   (f) ADJ UNCH    2 0
 RL0455
 RL0455.Superseded values are not recommended for survey control.
 RL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0455.See file dsdata.txt to determine how the superseded data were derived.
 RL0455
 RL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS631003(NAD 83)
 RL0455_MARKER: DB = BENCH MARK DISK
 RL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0455_STAMPING: C 124 1948
 RL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0455+STABILITY: SURFACE MOTION
 RL0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0455+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 RL0455
 RL0455  HISTORY     - Date     Condition        Report By
 RL0455  HISTORY     - 1948     MONUMENTED       CGS
 RL0455  HISTORY     - 20000309 GOOD             MIDT
 RL0455  HISTORY     - 20020619 GOOD             USPSQD
 RL0455
 RL0455                          STATION DESCRIPTION
 RL0455
 RL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0455'7.4 MI SW FROM IRON RIVER.
 RL0455'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0455'IRON RIVER, THENCE ABOUT 6.05 MILES SOUTHWEST ALONG STATE
 RL0455'HIGHWAY 73, NEAR THE NORTHEAST END OF A SHORT NORTHEAST-SOUTHWEST
 RL0455'TANGENT IN HIGHWAY, ABOUT 0.35 MILE SOUTHWEST OF A CROSS ROAD
 RL0455'(EAST TO STANLEY LAKE), AT A ROADSIDE TABLE AND TRAIL NORTHWEST
 RL0455'TO BASS LAKE, 62 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0455'26 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL, 33 FEET
 RL0455'NORTHWEST OF A SIGN BASS LAKE, ABOUT LEVEL WITH THE HIGHWAY AND
 RL0455'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0455
 RL0455                          STATION RECOVERY (2000)
 RL0455
 RL0455'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0455'US-2, 6.05 MI SOUTH ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON RIGHT
 RL0455'AT BASS LAKE BOAT LAUNCH SITE (USFS). 68 FT -SW- OF ACCESS RD TO BOAT
 RL0455'LAUNCH, 62 FT -NW- OF HWY C/L, 32 FT -W- OF WOOD SIGN POST, 1 FT -NE-
 RL0455'OF WITNESS POST AND LEVEL WITH HIGHWAY.
 RL0455
 RL0455                          STATION RECOVERY (2002)
 RL0455
 RL0455'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0334 ***********************************************************************
 RL0334  DESIGNATION -  C 125
 RL0334  PID         -  RL0334
 RL0334  STATE/COUNTY-  MI/IRON
 RL0334  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0334
 RL0334                         *CURRENT SURVEY CONTROL
 RL0334  ___________________________________________________________________
 RL0334* NAD 83(1986)-  46 18 30.     (N)    088 52 12.     (W)     SCALED    
 RL0334* NAVD 88     -       485.462  (meters)    1592.72   (feet)  ADJUSTED  
 RL0334  ___________________________________________________________________
 RL0334  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 RL0334  DYNAMIC HT  -         485.469 (meters)    1592.74  (feet)  COMP
 RL0334  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 RL0334
 RL0334  VERT ORDER  -  SECOND    CLASS 0
 RL0334
 RL0334.The horizontal coordinates were scaled from a topographic map and have
 RL0334.an estimated accuracy of +/- 6 seconds.
 RL0334
 RL0334.The orthometric height was determined by differential leveling
 RL0334.and adjusted by the National Geodetic Survey in June 1991..
 RL0334
 RL0334.The geoid height was determined by GEOID03.
 RL0334
 RL0334.The dynamic height is computed by dividing the NAVD 88
 RL0334.geopotential number by the normal gravity value computed on the
 RL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0334.degrees latitude (g = 980.6199 gals.).
 RL0334
 RL0334.The modeled gravity was interpolated from observed gravity values.
 RL0334
 RL0334;                    North         East    Units  Estimated Accuracy
 RL0334;SPC MI N     -   171,190.    7,855,980.      MT  (+/- 180 meters Scaled)
 RL0334
 RL0334                          SUPERSEDED SURVEY CONTROL
 RL0334
 RL0334  NGVD 29 (??/??/92)  485.472  (m)         1592.75   (f) ADJ UNCH    2 0
 RL0334
 RL0334.Superseded values are not recommended for survey control.
 RL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0334.See file dsdata.txt to determine how the superseded data were derived.
 RL0334
 RL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS560300(NAD 83)
 RL0334_MARKER: DB = BENCH MARK DISK
 RL0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0334_STAMPING: C 125 1948
 RL0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0334+STABILITY: SURFACE MOTION
 RL0334
 RL0334  HISTORY     - Date     Condition        Report By
 RL0334  HISTORY     - 1948     MONUMENTED       CGS
 RL0334  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0334  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0334
 RL0334                          STATION DESCRIPTION
 RL0334
 RL0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0334'7 MI N FROM ELMWOOD.
 RL0334'7.0 MILES NORTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE CROSSING
 RL0334'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD, ABOUT 0.75
 RL0334'MILE NORTH OF A WOODEN BRIDGE OVER PAINT RIVER, ABOUT 0.85 MILE
 RL0334'SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTHEAST, 23 FEET
 RL0334'EAST OF THE CENTERLINE OF THE HIGHWAY, 42 FEET NORTHEAST OF THE
 RL0334'CENTER LINE OF A TRAIL SOUTHEAST, 3 FEET SOUTH OF A WHITE WOODEN
 RL0334'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF
 RL0334'A CONCRETE POST PROJECTING 6 INCHES.
 RL0334
 RL0334                          STATION RECOVERY (1997)
 RL0334
 RL0334'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0334'MARK NOT FOUND.
 RL0334
 RL0334                          STATION RECOVERY (2002)
 RL0334
 RL0334'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0374 ***********************************************************************
 RL0374  DESIGNATION -  C 126
 RL0374  PID         -  RL0374
 RL0374  STATE/COUNTY-  MI/IRON
 RL0374  USGS QUAD   -  PERCH LAKE (1985)
 RL0374
 RL0374                         *CURRENT SURVEY CONTROL
 RL0374  ___________________________________________________________________
 RL0374* NAD 83(1986)-  46 16 44.     (N)    088 41 34.     (W)     SCALED    
 RL0374* NAVD 88     -       476.171  (meters)    1562.24   (feet)  ADJUSTED  
 RL0374  ___________________________________________________________________
 RL0374  GEOID HEIGHT-         -32.01  (meters)                     GEOID03
 RL0374  DYNAMIC HT  -         476.184 (meters)    1562.28  (feet)  COMP
 RL0374  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 RL0374
 RL0374  VERT ORDER  -  SECOND    CLASS 0
 RL0374
 RL0374.The horizontal coordinates were scaled from a topographic map and have
 RL0374.an estimated accuracy of +/- 6 seconds.
 RL0374
 RL0374.The orthometric height was determined by differential leveling
 RL0374.and adjusted by the National Geodetic Survey in June 1991..
 RL0374
 RL0374.The geoid height was determined by GEOID03.
 RL0374
 RL0374.The dynamic height is computed by dividing the NAVD 88
 RL0374.geopotential number by the normal gravity value computed on the
 RL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0374.degrees latitude (g = 980.6199 gals.).
 RL0374
 RL0374.The modeled gravity was interpolated from observed gravity values.
 RL0374
 RL0374;                    North         East    Units  Estimated Accuracy
 RL0374;SPC MI N     -   167,620.    7,869,560.      MT  (+/- 180 meters Scaled)
 RL0374
 RL0374                          SUPERSEDED SURVEY CONTROL
 RL0374
 RL0374  NGVD 29 (??/??/92)  476.17   (m)         1562.2    (f) COMPUTED    2 0
 RL0374
 RL0374.Superseded values are not recommended for survey control.
 RL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0374.See file dsdata.txt to determine how the superseded data were derived.
 RL0374
 RL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS695264(NAD 83)
 RL0374_MARKER: DB = BENCH MARK DISK
 RL0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0374_STAMPING: C 126 1948
 RL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0374+STABILITY: SURFACE MOTION
 RL0374
 RL0374  HISTORY     - Date     Condition        Report By
 RL0374  HISTORY     - 1948     MONUMENTED       CGS
 RL0374  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0374
 RL0374                          STATION DESCRIPTION
 RL0374
 RL0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0374'3.9 MI N FROM GIBBS CITY.
 RL0374'3.9 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0374'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 100 YARDS
 RL0374'NORTHEAST OF A CURVE NORTHEAST AND SOUTH, ABOUT 15 YARDS
 RL0374'SOUTHWEST OF THE TOP OF A GRADE, 24 FEET SOUTHEAST OF THE CENTER
 RL0374'LINE OF THE ROAD, 25 FEET SOUTHWEST OF A 6-INCH MAPLE TREE WITH
 RL0374'BLAZE AND FOREST SERVICE LOCATION PLATE, 2 FEET SOUTH OF A WHITE
 RL0374'WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL ROAD, AND SET IN THE
 RL0374'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0374
 RL0374                          STATION RECOVERY (1997)
 RL0374
 RL0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0312 ***********************************************************************
 RL0312  DESIGNATION -  C 127
 RL0312  PID         -  RL0312
 RL0312  STATE/COUNTY-  MI/IRON
 RL0312  USGS QUAD   -  PORTER LAKE (1985)
 RL0312
 RL0312                         *CURRENT SURVEY CONTROL
 RL0312  ___________________________________________________________________
 RL0312* NAD 83(1986)-  46 22 29.     (N)    088 34 37.     (W)     SCALED    
 RL0312* NAVD 88     -       468.226  (meters)    1536.17   (feet)  ADJUSTED  
 RL0312  ___________________________________________________________________
 RL0312  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 RL0312  DYNAMIC HT  -         468.244 (meters)    1536.23  (feet)  COMP
 RL0312  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 RL0312
 RL0312  VERT ORDER  -  SECOND    CLASS 0
 RL0312
 RL0312.The horizontal coordinates were scaled from a topographic map and have
 RL0312.an estimated accuracy of +/- 6 seconds.
 RL0312
 RL0312.The orthometric height was determined by differential leveling
 RL0312.and adjusted by the National Geodetic Survey in June 1991..
 RL0312
 RL0312.The geoid height was determined by GEOID03.
 RL0312
 RL0312.The dynamic height is computed by dividing the NAVD 88
 RL0312.geopotential number by the normal gravity value computed on the
 RL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0312.degrees latitude (g = 980.6199 gals.).
 RL0312
 RL0312.The modeled gravity was interpolated from observed gravity values.
 RL0312
 RL0312;                    North         East    Units  Estimated Accuracy
 RL0312;SPC MI N     -   178,080.    7,878,690.      MT  (+/- 180 meters Scaled)
 RL0312
 RL0312                          SUPERSEDED SURVEY CONTROL
 RL0312
 RL0312  NGVD 29 (??/??/92)  468.220  (m)         1536.15   (f) ADJ UNCH    2 0
 RL0312
 RL0312.Superseded values are not recommended for survey control.
 RL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0312.See file dsdata.txt to determine how the superseded data were derived.
 RL0312
 RL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS787368(NAD 83)
 RL0312_MARKER: DB = BENCH MARK DISK
 RL0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0312_STAMPING: C 127 1948
 RL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0312+STABILITY: SURFACE MOTION
 RL0312
 RL0312  HISTORY     - Date     Condition        Report By
 RL0312  HISTORY     - 1948     MONUMENTED       CGS
 RL0312  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0312
 RL0312                          STATION DESCRIPTION
 RL0312
 RL0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0312'3.8 MI W FROM PARK SIDING.
 RL0312'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0312'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 3.35
 RL0312'MILES WEST AND SOUTHWEST ALONG A LOGGING ROAD, ABOUT 0.7 MILE
 RL0312'SOUTHWEST OF A BRIDGE ACROSS A CREEK WHICH EMPTIES INTO THE
 RL0312'NORTHEAST BAY OF CABLE LAKE, ABOUT 0.15 MILE NORTHEAST OF THE
 RL0312'JUNCTION OF A TRAIL WEST, AT THE JUNCTION OF A ROAD LEADING
 RL0312'SOUTH TO EAST SHORE OF CABLE LAKE, AND A TRAIL LEADING SOUTHWEST
 RL0312'TO THE NORTHWEST TIP OF THE NORTHWEST BAY OF CABLE LAKE, 64
 RL0312'FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTHWEST
 RL0312'OF THE TRAIL SOUTHWEST, 9.5 FEET NORTH-NORTHEAST OF A TRIANGULAR
 RL0312'BLAZED 20-INCH MAPLE TREE, 1.5 FEET SOUTH-SOUTHWEST OF A 2-FOOT
 RL0312'BOULDER, 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0312'POST PROJECTING 5 INCHES.
 RL0312
 RL0312                          STATION RECOVERY (1982)
 RL0312
 RL0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0696 ***********************************************************************
 RL0696  DESIGNATION -  C 128
 RL0696  PID         -  RL0696
 RL0696  STATE/COUNTY-  MI/HOUGHTON
 RL0696  USGS QUAD   -  SIDNAW (1985)
 RL0696
 RL0696                         *CURRENT SURVEY CONTROL
 RL0696  ___________________________________________________________________
 RL0696* NAD 83(1986)-  46 30 29.     (N)    088 42 26.     (W)     SCALED    
 RL0696* NAVD 88     -       418.175  (meters)    1371.96   (feet)  ADJUSTED  
 RL0696  ___________________________________________________________________
 RL0696  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 RL0696  DYNAMIC HT  -         418.186 (meters)    1372.00  (feet)  COMP
 RL0696  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RL0696
 RL0696  VERT ORDER  -  SECOND    CLASS 0
 RL0696
 RL0696.The horizontal coordinates were scaled from a topographic map and have
 RL0696.an estimated accuracy of +/- 6 seconds.
 RL0696
 RL0696.The orthometric height was determined by differential leveling
 RL0696.and adjusted by the National Geodetic Survey in June 1991..
 RL0696
 RL0696.The geoid height was determined by GEOID03.
 RL0696
 RL0696.The dynamic height is computed by dividing the NAVD 88
 RL0696.geopotential number by the normal gravity value computed on the
 RL0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0696.degrees latitude (g = 980.6199 gals.).
 RL0696
 RL0696.The modeled gravity was interpolated from observed gravity values.
 RL0696
 RL0696;                    North         East    Units  Estimated Accuracy
 RL0696;SPC MI N     -   193,100.    7,868,990.      MT  (+/- 180 meters Scaled)
 RL0696
 RL0696                          SUPERSEDED SURVEY CONTROL
 RL0696
 RL0696  NGVD 29 (??/??/92)  418.184  (m)         1371.99   (f) ADJ UNCH    2 0
 RL0696
 RL0696.Superseded values are not recommended for survey control.
 RL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0696.See file dsdata.txt to determine how the superseded data were derived.
 RL0696
 RL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS690519(NAD 83)
 RL0696_MARKER: DB = BENCH MARK DISK
 RL0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0696_STAMPING: C 128 1948
 RL0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0696+STABILITY: SURFACE MOTION
 RL0696
 RL0696  HISTORY     - Date     Condition        Report By
 RL0696  HISTORY     - 1948     MONUMENTED       CGS
 RL0696  HISTORY     - 1989     GOOD             USPSQD
 RL0696
 RL0696                          STATION DESCRIPTION
 RL0696
 RL0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0696'AT SIDNAW.
 RL0696'AT SIDNAW, AT THE PRICKETT-GROOMS AIRPORT, ABOUT 0.2 MILE EAST
 RL0696'ACROSS AIRPORT FROM THE SIDNAW SCHOOL, AT THE SOUTH EDGE AND
 RL0696'NEAR THE CENTER OF THE EAST-WEST RUNWAY, ABOUT 0.1 MILE NORTHEAST
 RL0696'OF THE SOUTH AND MAIN GATE TO FIELD, AT A FENCE CORNER, 2.5 FEET
 RL0696'WEST OF THE FENCE CORNER, 23.5 FEET SOUTH OF THE SOUTH EDGE OF
 RL0696'THE EAST-WEST RUNWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RL0696'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0696
 RL0696                          STATION RECOVERY (1989)
 RL0696
 RL0696'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0649 ***********************************************************************
 RL0649  DESIGNATION -  C 129
 RL0649  PID         -  RL0649
 RL0649  STATE/COUNTY-  MI/BARAGA
 RL0649  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0649
 RL0649                         *CURRENT SURVEY CONTROL
 RL0649  ___________________________________________________________________
 RL0649* NAD 83(1986)-  46 39 15.     (N)    088 35 21.     (W)     SCALED    
 RL0649* NAVD 88     -       401.348  (meters)    1316.76   (feet)  ADJUSTED  
 RL0649  ___________________________________________________________________
 RL0649  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 RL0649  DYNAMIC HT  -         401.362 (meters)    1316.80  (feet)  COMP
 RL0649  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 RL0649
 RL0649  VERT ORDER  -  SECOND    CLASS 0
 RL0649
 RL0649.The horizontal coordinates were scaled from a topographic map and have
 RL0649.an estimated accuracy of +/- 6 seconds.
 RL0649
 RL0649.The orthometric height was determined by differential leveling
 RL0649.and adjusted by the National Geodetic Survey in June 1991..
 RL0649
 RL0649.The geoid height was determined by GEOID03.
 RL0649
 RL0649.The dynamic height is computed by dividing the NAVD 88
 RL0649.geopotential number by the normal gravity value computed on the
 RL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0649.degrees latitude (g = 980.6199 gals.).
 RL0649
 RL0649.The modeled gravity was interpolated from observed gravity values.
 RL0649
 RL0649;                    North         East    Units  Estimated Accuracy
 RL0649;SPC MI N     -   209,150.    7,878,370.      MT  (+/- 180 meters Scaled)
 RL0649
 RL0649                          SUPERSEDED SURVEY CONTROL
 RL0649
 RL0649  NGVD 29 (??/??/92)  401.314  (m)         1316.64   (f) ADJ UNCH    2 0
 RL0649
 RL0649.Superseded values are not recommended for survey control.
 RL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0649.See file dsdata.txt to determine how the superseded data were derived.
 RL0649
 RL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784679(NAD 83)
 RL0649_MARKER: DB = BENCH MARK DISK
 RL0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0649_STAMPING: C 129 1948
 RL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0649+STABILITY: SURFACE MOTION
 RL0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0649+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 RL0649
 RL0649  HISTORY     - Date     Condition        Report By
 RL0649  HISTORY     - 1948     MONUMENTED       CGS
 RL0649  HISTORY     - 20040530 GOOD             GEOCAC
 RL0649
 RL0649                          STATION DESCRIPTION
 RL0649
 RL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0649'10.8 MI NW FROM COVINGTON.
 RL0649'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0649'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 8.6 MILES NORTH ALONG
 RL0649'A GRAVEL AND SAND ROAD, THENCE ABOUT 0.2 MILE NORTH ALONG THE
 RL0649'NORTH-SOUTH RUNWAY OF THE BIG LAKE AUXILIARY AIRPORT, AT THE
 RL0649'RUNWAY, 5.5 FEET SOUTH OF THE NORTH END OF THE RUNWAY, ABOUT
 RL0649'0.2 MILE NORTH OF THE WIND SOCK AND INTERSECTION OF RUNWAYS,
 RL0649'10 FEET EAST OF A BUNCH OF SMALL OAK TREES STANDING IN THE
 RL0649'NORTHWEST CORNER OF RUNWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN
 RL0649'WITNESS POST, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP
 RL0649'OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0649
 RL0649                          STATION RECOVERY (2004)
 RL0649
 RL0649'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0649'NAD 83 -  46 39 16.4 (N) -  088 35 22.5 (W) GARMIN GPS V
 RL0649' 
 RL0649'2.0 MILES WEST ALONG HIGHWAY M-28 FROM THE JUNCTION OF U.S. HWY 141 AT
 RL0649'COVINGTON, THENCE 8.5 MILES NORTH ALONG PLAINS ROAD TO A GAS LINE
 RL0649'CROSSING, THENCE 0.10 NORTHEAST ALONG A DIRT ROAD PARALLELING THE GAS
 RL0649'LINE TO A 2 TRACK ROAD RIGHT, THENCE 105 FT EAST TO MARK ON RIGHT, AT
 RL0649'NW CORNER OF LARGE FIELD.
 RL0649' 
 RL0649'IT IS 97 FT SE OF THE C/L OF ROAD ALONG GAS LINE, 30 FT WEST OF THE
 RL0649'C/L OF 2-TRACK RD NORTH, 9 FT WEST OF A 6-INCH OAK TREE AT CORNER OF
 RL0649'FIELD, 8 FT SOUTH OF 2-TRACK ROAD, 2 FT EAST OF A MWP+SIGN, PROJECTING
 RL0649'3-INCH'S ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0144 ***********************************************************************
 PL0144  DESIGNATION -  C 13
 PL0144  PID         -  PL0144
 PL0144  STATE/COUNTY-  MI/OTSEGO
 PL0144  USGS QUAD   -  OTSEGO LAKE (1951)
 PL0144
 PL0144                         *CURRENT SURVEY CONTROL
 PL0144  ___________________________________________________________________
 PL0144* NAD 83(1986)-  44 52 51.     (N)    084 41 58.     (W)     SCALED    
 PL0144* NAVD 88     -       385.564  (meters)    1264.97   (feet)  ADJUSTED  
 PL0144  ___________________________________________________________________
 PL0144  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 PL0144  DYNAMIC HT  -         385.521 (meters)    1264.83  (feet)  COMP
 PL0144  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 PL0144
 PL0144  VERT ORDER  -  FIRST     CLASS II
 PL0144
 PL0144.The horizontal coordinates were scaled from a topographic map and have
 PL0144.an estimated accuracy of +/- 6 seconds.
 PL0144
 PL0144.The orthometric height was determined by differential leveling
 PL0144.and adjusted by the National Geodetic Survey in June 1991..
 PL0144
 PL0144.The geoid height was determined by GEOID03.
 PL0144
 PL0144.The dynamic height is computed by dividing the NAVD 88
 PL0144.geopotential number by the normal gravity value computed on the
 PL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0144.degrees latitude (g = 980.6199 gals.).
 PL0144
 PL0144.The modeled gravity was interpolated from observed gravity values.
 PL0144
 PL0144;                    North         East    Units  Estimated Accuracy
 PL0144;SPC MI C     -   173,860.    5,973,710.      MT  (+/- 180 meters Scaled)
 PL0144
 PL0144                          SUPERSEDED SURVEY CONTROL
 PL0144
 PL0144  NGVD 29 (??/??/92)  385.661  (m)         1265.29   (f) ADJ UNCH    1 2
 PL0144
 PL0144.Superseded values are not recommended for survey control.
 PL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0144.See file dsdata.txt to determine how the superseded data were derived.
 PL0144
 PL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ816722(NAD 83)
 PL0144_MARKER: DB = BENCH MARK DISK
 PL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0144_STAMPING: ELEV 1265.289 FT C 13 1916
 PL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0144+STABILITY: SURFACE MOTION
 PL0144
 PL0144  HISTORY     - Date     Condition        Report By
 PL0144  HISTORY     - 1916     MONUMENTED       CGS
 PL0144  HISTORY     - 1949     GOOD             NGS
 PL0144  HISTORY     - 1976     POOR             NGS
 PL0144  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 PL0144
 PL0144                          STATION DESCRIPTION
 PL0144
 PL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0144'AT WATERS.
 PL0144'AT WATERS, OTSEGO COUNTY, 100 YARDS NORTH OF THE MICHIGAN CENTRAL
 PL0144'RAILROAD STATION, 16 YARDS NORTH OF MILEPOST 73, 42.4 FEET EAST
 PL0144'OF THE EAST RAIL, AND AT THE EAST RIGHT-OF-WAY FENCE, AND 2.5
 PL0144'FEET BELOW THE RAILROAD TRACKS.  A STANDARD DISK, STAMPED ELEV.
 PL0144'1265.289 FT. C 13 1916 AND SET IN THE TOP OF A CONCRETE POST
 PL0144'PROJECTING 8 INCHES ABOVE GROUND.
 PL0144
 PL0144                          STATION RECOVERY (1976)
 PL0144
 PL0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0144'MARK WAS RECOVERED BUT CONCRETE IS BROKEN AND THE TOP PART CONTAINING
 PL0144'THE DISK IS HELD ON WITH WIRE. THE MARK IS IN THE NORTHWEST PART OF A
 PL0144'VACANT LOT, 0.25 MILES NORTH OF THE POST OFFICE IN WATERS, APPROX 85
 PL0144'YARDS WEST OF THE CENTER OF OLD HIGHWAY 27, 42.2 FEET EAST OF THE
 PL0144'EAST RAIL OF NEW YORK CENTRAL TRACK, 57.5 FEET NORTH EAST OF MILE
 PL0144'POST BC 109.
 PL0144
 PL0144                          STATION RECOVERY (1996)
 PL0144
 PL0144'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8192 ***********************************************************************
 AB8192  DESIGNATION -  C 13
 AB8192  PID         -  AB8192
 AB8192  STATE/COUNTY-  MI/CHIPPEWA
 AB8192  USGS QUAD   -  TIMBERLOST (1975)
 AB8192
 AB8192                         *CURRENT SURVEY CONTROL
 AB8192  ___________________________________________________________________
 AB8192* NAD 83(1986)-  46 36 12.     (N)    085 10 36.     (W)     SCALED    
 AB8192* NAVD 88     -       216.453  (meters)     710.15   (feet)  ADJUSTED  
 AB8192  ___________________________________________________________________
 AB8192  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AB8192  DYNAMIC HT  -         216.466 (meters)     710.19  (feet)  COMP
 AB8192  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 AB8192
 AB8192  VERT ORDER  -  SECOND    CLASS I
 AB8192
 AB8192.The horizontal coordinates were scaled from a topographic map and have
 AB8192.an estimated accuracy of +/- 6 seconds.
 AB8192
 AB8192.The orthometric height was determined by differential leveling
 AB8192.and adjusted by the National Geodetic Survey in July 2002..
 AB8192
 AB8192.The geoid height was determined by GEOID03.
 AB8192
 AB8192.The dynamic height is computed by dividing the NAVD 88
 AB8192.geopotential number by the normal gravity value computed on the
 AB8192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8192.degrees latitude (g = 980.6199 gals.).
 AB8192
 AB8192.The modeled gravity was interpolated from observed gravity values.
 AB8192
 AB8192;                    North         East    Units  Estimated Accuracy
 AB8192;SPC MI N     -   203,890.    8,139,680.      MT  (+/- 180 meters Scaled)
 AB8192
 AB8192                          SUPERSEDED SURVEY CONTROL
 AB8192
 AB8192.No superseded survey control is available for this station.
 AB8192
 AB8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS396627(NAD 83)
 AB8192_MARKER: DD = SURVEY DISK
 AB8192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8192_STAMPING: C 13 1950 AMS
 AB8192_MARK LOGO: USE   
 AB8192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8192+STABILITY: SURFACE MOTION
 AB8192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8192+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 AB8192
 AB8192  HISTORY     - Date     Condition        Report By
 AB8192  HISTORY     - 1950     MONUMENTED       USE
 AB8192  HISTORY     - 19960709 GOOD             NGS
 AB8192  HISTORY     - 20040902 GOOD             USPSQD
 AB8192  HISTORY     - 20050902 GOOD             USPSQD
 AB8192
 AB8192                          STATION DESCRIPTION
 AB8192
 AB8192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8192'14.2 KM (8.80 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8192'OF WHITEFISH ROAD IN PARADISE, 24.7 M (81.0 FT) SOUTHWEST OF THE
 AB8192'HIGHWAY CENTERLINE, 2.7 M (8.9 FT) SOUTH OF THE CENTER OF A TRACK
 AB8192'ROAD, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT)
 AB8192'NORTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 AB8192'ABOVE THE GROUND SURFACE.
 AB8192
 AB8192                          STATION RECOVERY (2004)
 AB8192
 AB8192'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AB8192'RECOVERED IN GOOD CONDITION.
 AB8192
 AB8192                          STATION RECOVERY (2005)
 AB8192
 AB8192'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0066 ***********************************************************************
 NE0066  DESIGNATION -  C 13 USLS
 NE0066  PID         -  NE0066
 NE0066  STATE/COUNTY-  MI/ST CLAIR
 NE0066  USGS QUAD   -  PORT HURON (1991)
 NE0066
 NE0066                         *CURRENT SURVEY CONTROL
 NE0066  ___________________________________________________________________
 NE0066* NAD 83(1986)-  42 58 06.     (N)    082 25 29.     (W)     SCALED    
 NE0066* NAVD 88     -       185.431  (meters)     608.37   (feet)  ADJUSTED  
 NE0066  ___________________________________________________________________
 NE0066  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0066  DYNAMIC HT  -         185.385 (meters)     608.22  (feet)  COMP
 NE0066  MODELED GRAV-     980,367.5   (mgal)                       NAVD 88
 NE0066
 NE0066  VERT ORDER  -  FIRST     CLASS 0
 NE0066
 NE0066.The horizontal coordinates were scaled from a topographic map and have
 NE0066.an estimated accuracy of +/- 6 seconds.
 NE0066
 NE0066.The orthometric height was determined by differential leveling
 NE0066.and adjusted by the National Geodetic Survey in June 1991..
 NE0066
 NE0066.The geoid height was determined by GEOID03.
 NE0066
 NE0066.The dynamic height is computed by dividing the NAVD 88
 NE0066.geopotential number by the normal gravity value computed on the
 NE0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0066.degrees latitude (g = 980.6199 gals.).
 NE0066
 NE0066.The modeled gravity was interpolated from observed gravity values.
 NE0066
 NE0066;                    North         East    Units  Estimated Accuracy
 NE0066;SPC MI S     -   164,930.    4,158,400.      MT  (+/- 180 meters Scaled)
 NE0066
 NE0066                          SUPERSEDED SURVEY CONTROL
 NE0066
 NE0066  NGVD 29 (??/??/??)  185.549  (m)          608.76   (f) ADJUSTED    1 0
 NE0066
 NE0066.Superseded values are not recommended for survey control.
 NE0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0066.See file dsdata.txt to determine how the superseded data were derived.
 NE0066
 NE0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838582(NAD 83)
 NE0066_MARKER: DD = SURVEY DISK
 NE0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0066_SP_SET: WALL
 NE0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0066
 NE0066  HISTORY     - Date     Condition        Report By
 NE0066  HISTORY     - 1929     MONUMENTED       USLS
 NE0066  HISTORY     - 1970     GOOD             USLS
 NE0066  HISTORY     - 1980     GOOD             NGS
 NE0066  HISTORY     - 1983     GOOD             USPSQD
 NE0066  HISTORY     - 19970705 GOOD             USPSQD
 NE0066  HISTORY     - 20020505 GOOD             USPSQD
 NE0066
 NE0066                          STATION DESCRIPTION
 NE0066
 NE0066'DESCRIBED BY US LAKE SURVEY 1970
 NE0066'AT PORT HURON.
 NE0066'IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT THE NORTHEAST
 NE0066'CORNER OF MILITARY AND WHITE STREETS, ON MILITARY STREET FACE
 NE0066'OF BUILDING OCCUPIED BY THE TRACTOR SUPPLY COMPANY, 0.9 FEET
 NE0066'FROM THE SOUTHWEST CORNER, 4-1/4 FEET ABOVE THE GROUND, BEING
 NE0066'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE WALL.
 NE0066'NOTE-- PREV. DESIG. BM C 13 1929.
 NE0066
 NE0066                          STATION RECOVERY (1980)
 NE0066
 NE0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0066'IN PORT HURON, AT THE NORTHEAST CORNER OF THE INTERSECTION OF STATE
 NE0066'HIGHWAY 25 (MILITARY STREET) AND WHITE STREET, SET IN THE WEST FACE
 NE0066'OF A LARGE BRICK BUILDING AT 1428 MILITARY STREET (HIGHWAY 25) AND AT
 NE0066'THE SOUTHWEST CORNER OF THE BUILDING, 0.2 KILOMETER (0.1 MILE) SOUTH
 NE0066'OF THE U.S. POST OFFICE IN PORT HURON, 10.12 METERS (33.2 FEET) EAST
 NE0066'OF THE EAST CURB OF HIGHWAY 25, 6.04 METERS (19.8 FEET) NORTH OF THE
 NE0066'NORTH CURB OF WHITE STREET, AND 0.3 METERS (1 FOOT) NORTH OF THE
 NE0066'SOUTHWEST CORNER OF THE BUILDING.
 NE0066'THE MARK IS 1.2 M ABOVE SIDEWALK.
 NE0066
 NE0066                          STATION RECOVERY (1983)
 NE0066
 NE0066'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0066'RECOVERED IN GOOD CONDITION.
 NE0066
 NE0066                          STATION RECOVERY (1997)
 NE0066
 NE0066'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0066'RECOVERED IN GOOD CONDITION.
 NE0066
 NE0066                          STATION RECOVERY (2002)
 NE0066
 NE0066'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0066'BUILDING ADDRESS IS 1430 MILITARY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0853 ***********************************************************************
 RL0853  DESIGNATION -  C 130
 RL0853  PID         -  RL0853
 RL0853  STATE/COUNTY-  MI/ONTONAGON
 RL0853  USGS QUAD   -  
 RL0853
 RL0853                         *CURRENT SURVEY CONTROL
 RL0853  ___________________________________________________________________
 RL0853* NAD 83(1986)-  46 49 21.     (N)    089 20 40.     (W)     SCALED    
 RL0853* NAVD 88     -       229.921  (meters)     754.33   (feet)  ADJUSTED  
 RL0853  ___________________________________________________________________
 RL0853  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 RL0853  DYNAMIC HT  -         229.956 (meters)     754.45  (feet)  COMP
 RL0853  MODELED GRAV-     980,757.9   (mgal)                       NAVD 88
 RL0853
 RL0853  VERT ORDER  -  SECOND    CLASS 0
 RL0853
 RL0853.The horizontal coordinates were scaled from a topographic map and have
 RL0853.an estimated accuracy of +/- 6 seconds.
 RL0853
 RL0853.The orthometric height was determined by differential leveling
 RL0853.and adjusted by the National Geodetic Survey in June 1991..
 RL0853
 RL0853.The geoid height was determined by GEOID03.
 RL0853
 RL0853.The dynamic height is computed by dividing the NAVD 88
 RL0853.geopotential number by the normal gravity value computed on the
 RL0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0853.degrees latitude (g = 980.6199 gals.).
 RL0853
 RL0853.The modeled gravity was interpolated from observed gravity values.
 RL0853
 RL0853;                    North         East    Units  Estimated Accuracy
 RL0853;SPC MI N     -   229,290.    7,821,140.      MT  (+/- 180 meters Scaled)
 RL0853
 RL0853                          SUPERSEDED SURVEY CONTROL
 RL0853
 RL0853  NGVD 29 (??/??/92)  229.949  (m)          754.42   (f) ADJ UNCH    2 0
 RL0853
 RL0853.Superseded values are not recommended for survey control.
 RL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0853.See file dsdata.txt to determine how the superseded data were derived.
 RL0853
 RL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211881(NAD 83)
 RL0853_MARKER: DB = BENCH MARK DISK
 RL0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0853_STAMPING: C 130 1948
 RL0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0853+STABILITY: SURFACE MOTION
 RL0853
 RL0853  HISTORY     - Date     Condition        Report By
 RL0853  HISTORY     - 1948     MONUMENTED       CGS
 RL0853  HISTORY     - 1984     GOOD             NGS
 RL0853  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0853  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0853
 RL0853                          STATION DESCRIPTION
 RL0853
 RL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0853'4.2 MI SW FROM ONTONAGON.
 RL0853'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL0853'WITH U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 2.8 MILES
 RL0853'SOUTHWEST ALONG THE MATCHWOOD ROAD, AT THE ENTRANCE TO THE
 RL0853'BARAGA STATE FOREST, 55 FEET EAST OF THE CENTER LINE OF THE
 RL0853'ROAD, 135 FEET NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT,
 RL0853'30 FEET SOUTHWEST OF A TRIANGULAR BLAZED 5-INCH ASPEN TREE,
 RL0853'22 FEET NORTHWEST OF A TRIANGULAR BLAZED 7-INCH ELM TREE, 9
 RL0853'FEET WEST OF THE WEST POST OF THE STATE FOREST SIGN, 3 FEET
 RL0853'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 RL0853'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL0853
 RL0853                          STATION RECOVERY (1984)
 RL0853
 RL0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0853'ADDITION: MATCHWOOD ROAD IS NOW NORWICH ROAD.
 RL0853
 RL0853                          STATION RECOVERY (2001)
 RL0853
 RL0853'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0853'MARK NOT FOUND.
 RL0853
 RL0853                          STATION RECOVERY (2004)
 RL0853
 RL0853'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1373 ***********************************************************************
 RL1373  DESIGNATION -  C 131
 RL1373  PID         -  RL1373
 RL1373  STATE/COUNTY-  MI/ONTONAGON
 RL1373  USGS QUAD   -  BERGLAND NE (1975)
 RL1373
 RL1373                         *CURRENT SURVEY CONTROL
 RL1373  ___________________________________________________________________
 RL1373* NAD 83(1986)-  46 43 07.     (N)    089 33 47.     (W)     SCALED    
 RL1373* NAVD 88     -       310.379  (meters)    1018.30   (feet)  ADJUSTED  
 RL1373  ___________________________________________________________________
 RL1373  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1373  DYNAMIC HT  -         310.417 (meters)    1018.43  (feet)  COMP
 RL1373  MODELED GRAV-     980,726.4   (mgal)                       NAVD 88
 RL1373
 RL1373  VERT ORDER  -  SECOND    CLASS 0
 RL1373
 RL1373.The horizontal coordinates were scaled from a topographic map and have
 RL1373.an estimated accuracy of +/- 6 seconds.
 RL1373
 RL1373.The orthometric height was determined by differential leveling
 RL1373.and adjusted by the National Geodetic Survey in June 1991..
 RL1373
 RL1373.The geoid height was determined by GEOID03.
 RL1373
 RL1373.The dynamic height is computed by dividing the NAVD 88
 RL1373.geopotential number by the normal gravity value computed on the
 RL1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1373.degrees latitude (g = 980.6199 gals.).
 RL1373
 RL1373.The modeled gravity was interpolated from observed gravity values.
 RL1373
 RL1373;                    North         East    Units  Estimated Accuracy
 RL1373;SPC MI N     -   218,270.    7,804,090.      MT  (+/- 180 meters Scaled)
 RL1373
 RL1373                          SUPERSEDED SURVEY CONTROL
 RL1373
 RL1373  NGVD 29 (??/??/92)  310.404  (m)         1018.38   (f) ADJ UNCH    2 0
 RL1373
 RL1373.Superseded values are not recommended for survey control.
 RL1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1373.See file dsdata.txt to determine how the superseded data were derived.
 RL1373
 RL1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS041770(NAD 83)
 RL1373_MARKER: DB = BENCH MARK DISK
 RL1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1373_STAMPING: C 131 1948
 RL1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1373+STABILITY: SURFACE MOTION
 RL1373
 RL1373  HISTORY     - Date     Condition        Report By
 RL1373  HISTORY     - 1948     MONUMENTED       CGS
 RL1373  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1373  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1373  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1373  HISTORY     - 20040804 MARK NOT FOUND   USPSQD
 RL1373
 RL1373                          STATION DESCRIPTION
 RL1373
 RL1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1373'2.4 MI S FROM WHITE PINE.
 RL1373'ABOUT 2.45 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1373'AT WHITE PINE, SET IN THE NORTHWEST ANGLE OF A WOODS LAND
 RL1373'LEADING WEST INTO A SMALL CLEARING, 39 FEET WEST OF THE CENTER
 RL1373'LINE OF THE HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE
 RL1373'LANE, 11 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 14-INCH
 RL1373'PINE TREE, 19 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH
 RL1373'MAPLE TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 RL1373'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1373'PROJECTING 14 INCHES.
 RL1373
 RL1373                          STATION RECOVERY (1987)
 RL1373
 RL1373'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1373'MARK NOT FOUND.
 RL1373
 RL1373                          STATION RECOVERY (1995)
 RL1373
 RL1373'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1373'MARK NOT FOUND.
 RL1373
 RL1373                          STATION RECOVERY (2000)
 RL1373
 RL1373'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1373'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  --NOTE--THE
 RL1373'LOCATION IS WHERE OLD HIGHWAY 64 (NOW GRAVEL COUNTY ROAD) MEETS THE
 RL1373'EXISTING HIGHWAY 64.  ASSUMED DESTROYED.
 RL1373
 RL1373                          STATION RECOVERY (2004)
 RL1373
 RL1373'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1245 ***********************************************************************
 RL1245  DESIGNATION -  C 132
 RL1245  PID         -  RL1245
 RL1245  STATE/COUNTY-  MI/GOGEBIC
 RL1245  USGS QUAD   -  WAKEFIELD (1975)
 RL1245
 RL1245                         *CURRENT SURVEY CONTROL
 RL1245  ___________________________________________________________________
 RL1245* NAD 83(1986)-  46 29 04.     (N)    089 56 13.     (W)     SCALED    
 RL1245* NAVD 88     -       463.971  (meters)    1522.21   (feet)  ADJUSTED  
 RL1245  ___________________________________________________________________
 RL1245  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RL1245  DYNAMIC HT  -         463.990 (meters)    1522.27  (feet)  COMP
 RL1245  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 RL1245
 RL1245  VERT ORDER  -  FIRST     CLASS II
 RL1245
 RL1245.The horizontal coordinates were scaled from a topographic map and have
 RL1245.an estimated accuracy of +/- 6 seconds.
 RL1245
 RL1245.The orthometric height was determined by differential leveling
 RL1245.and adjusted by the National Geodetic Survey in June 1991..
 RL1245
 RL1245.The geoid height was determined by GEOID03.
 RL1245
 RL1245.The dynamic height is computed by dividing the NAVD 88
 RL1245.geopotential number by the normal gravity value computed on the
 RL1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1245.degrees latitude (g = 980.6199 gals.).
 RL1245
 RL1245.The modeled gravity was interpolated from observed gravity values.
 RL1245
 RL1245;                    North         East    Units  Estimated Accuracy
 RL1245;SPC MI N     -   193,250.    7,774,560.      MT  (+/- 180 meters Scaled)
 RL1245
 RL1245                          SUPERSEDED SURVEY CONTROL
 RL1245
 RL1245  NGVD 29 (??/??/92)  463.978  (m)         1522.23   (f) ADJ UNCH    1 2
 RL1245
 RL1245.Superseded values are not recommended for survey control.
 RL1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1245.See file dsdata.txt to determine how the superseded data were derived.
 RL1245
 RL1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS745520(NAD 83)
 RL1245_MARKER: DB = BENCH MARK DISK
 RL1245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1245_STAMPING: C 132 1948
 RL1245_MARK LOGO: CGS   
 RL1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1245+STABILITY: SURFACE MOTION
 RL1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1245+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 RL1245
 RL1245  HISTORY     - Date     Condition        Report By
 RL1245  HISTORY     - 1948     MONUMENTED       CGS
 RL1245  HISTORY     - 1985     GOOD             NGS
 RL1245  HISTORY     - 1987     GOOD             USPSQD
 RL1245  HISTORY     - 19950612 GOOD             USPSQD
 RL1245  HISTORY     - 20000821 GOOD             MIDT
 RL1245  HISTORY     - 20030822 GOOD             USPSQD
 RL1245  HISTORY     - 20040806 GOOD             USPSQD
 RL1245
 RL1245                          STATION DESCRIPTION
 RL1245
 RL1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1245'0.9 MI NE FROM WAKEFIELD.
 RL1245'ABOUT 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE STATE
 RL1245'POLICE HEADQUARTERS AT WAKEFIELD, SET IN THE TOP OF THE EAST
 RL1245'END OF THE EAST CONCRETE WING WALL OF A SMALL DAM AT THE NORTHEAST
 RL1245'END OF SUNDAY LAKE, 104 FEET NORTHWEST OF THE CENTER LINE
 RL1245'OF THE HIGHWAY, 82 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 RL1245'SIDE TRACK, 24 FEET WEST-SOUTHWEST OF A TELEPHONE LINE GUY
 RL1245'POLE, 153 FEET NORTHWEST OF THE WEST END OF A 2-FOOT CONCRETE
 RL1245'CULVERT UNDER HIGHWAY AND 1 FOOT ABOVE HIGHWAY.
 RL1245
 RL1245                          STATION RECOVERY (1985)
 RL1245
 RL1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1245'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.5 KM (0.95
 RL1245'MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL1245'HIGHWAY 2 IN WAKEFIELD.
 RL1245
 RL1245                          STATION RECOVERY (1987)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (1995)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (2000)
 RL1245
 RL1245'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1245'RECOVERED IN GOOD CONDITION.
 RL1245
 RL1245                          STATION RECOVERY (2003)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1245'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 0.8 FEET WEST OF
 RL1245'THE EAST END OF THE EAST WING WALL.  NOTE-- THE DAM IS IN THE
 RL1245'SOUTHWEST QUADRANT OF THE JUNCTION OF HIGHWAY M-28 AND CHICAGO MINE
 RL1245'ROAD.  ONE TREE TO THE NORTHEAST OF THE STATION MAY OBSTRUCT SATELLITE
 RL1245'OBSERVATIONS.
 RL1245
 RL1245                          STATION RECOVERY (2004)
 RL1245
 RL1245'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0045 ***********************************************************************
 RM0045  DESIGNATION -  C 133
 RM0045  PID         -  RM0045
 RM0045  STATE/COUNTY-  MI/GOGEBIC
 RM0045  USGS QUAD   -  PINE LAKE (1973)
 RM0045
 RM0045                         *CURRENT SURVEY CONTROL
 RM0045  ___________________________________________________________________
 RM0045* NAD 83(1986)-  46 32 59.     (N)    090 09 20.     (W)     SCALED    
 RM0045* NAVD 88     -       373.000  (meters)    1223.75   (feet)  ADJUSTED  
 RM0045  ___________________________________________________________________
 RM0045  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 RM0045  DYNAMIC HT  -         373.035 (meters)    1223.87  (feet)  COMP
 RM0045  MODELED GRAV-     980,695.3   (mgal)                       NAVD 88
 RM0045
 RM0045  VERT ORDER  -  SECOND    CLASS 0
 RM0045
 RM0045.The horizontal coordinates were scaled from a topographic map and have
 RM0045.an estimated accuracy of +/- 6 seconds.
 RM0045
 RM0045.The orthometric height was determined by differential leveling
 RM0045.and adjusted by the National Geodetic Survey in June 1991..
 RM0045
 RM0045.The geoid height was determined by GEOID03.
 RM0045
 RM0045.The dynamic height is computed by dividing the NAVD 88
 RM0045.geopotential number by the normal gravity value computed on the
 RM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0045.degrees latitude (g = 980.6199 gals.).
 RM0045
 RM0045.The modeled gravity was interpolated from observed gravity values.
 RM0045
 RM0045;                    North         East    Units  Estimated Accuracy
 RM0045;SPC MI N     -   201,140.    7,758,080.      MT  (+/- 180 meters Scaled)
 RM0045
 RM0045                          SUPERSEDED SURVEY CONTROL
 RM0045
 RM0045  NGVD 29 (??/??/92)  373.025  (m)         1223.83   (f) ADJ UNCH    2 0
 RM0045
 RM0045.Superseded values are not recommended for survey control.
 RM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0045.See file dsdata.txt to determine how the superseded data were derived.
 RM0045
 RM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM180590(NAD 83)
 RM0045_MARKER: DB = BENCH MARK DISK
 RM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0045_STAMPING: C 133 1948
 RM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0045+STABILITY: SURFACE MOTION
 RM0045
 RM0045  HISTORY     - Date     Condition        Report By
 RM0045  HISTORY     - 1948     MONUMENTED       CGS
 RM0045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0045  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0045  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0045
 RM0045                          STATION DESCRIPTION
 RM0045
 RM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0045'2.7 MI N FROM NORTH IRONWOOD.
 RM0045'ABOUT 2.7 MILES NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0045'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0045'IRONWOOD, ABOUT 0.5 MILE NORTH OF A ROAD EAST, 15 FEET SOUTH OF
 RM0045'FOREST SERVICE LOCATION POST AT THE SOUTHWEST CORNER OF SECTION
 RM0045'14, T 48 R 47, 12 FEET SOUTH OF THE PROLONGED CENTER LINE OF A
 RM0045'ROAD WEST, 55 FEET EAST OF THE SOUTH END OF AN 18-INCH PIPE
 RM0045'CULVERT UNDER ROAD WEST, 216 FEET NORTHEAST AND ACROSS ROAD FROM
 RM0045'A 2-CAR GARAGE, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 69
 RM0045'FEET EAST-NORTHEAST AND ACROSS THE ROAD FROM POWER POLE NO.
 RM0045'22-95/93, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RM0045'POST PROJECTING 5 INCHES.
 RM0045
 RM0045                          STATION RECOVERY (1987)
 RM0045
 RM0045'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0045'MARK NOT FOUND.
 RM0045
 RM0045                          STATION RECOVERY (1996)
 RM0045
 RM0045'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0045'MARK NOT FOUND.
 RM0045
 RM0045                          STATION RECOVERY (2002)
 RM0045
 RM0045'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1319 ***********************************************************************
 RL1319  DESIGNATION -  C 134
 RL1319  PID         -  RL1319
 RL1319  STATE/COUNTY-  MI/ONTONAGON
 RL1319  USGS QUAD   -  STATELINE LAKE (1982)
 RL1319
 RL1319                         *CURRENT SURVEY CONTROL
 RL1319  ___________________________________________________________________
 RL1319* NAD 83(1986)-  46 36 34.     (N)    089 42 11.     (W)     SCALED    
 RL1319* NAVD 88     -       434.855  (meters)    1426.69   (feet)  ADJUSTED  
 RL1319  ___________________________________________________________________
 RL1319  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RL1319  DYNAMIC HT  -         434.891 (meters)    1426.80  (feet)  COMP
 RL1319  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 RL1319
 RL1319  VERT ORDER  -  SECOND    CLASS 0
 RL1319
 RL1319.The horizontal coordinates were scaled from a topographic map and have
 RL1319.an estimated accuracy of +/- 6 seconds.
 RL1319
 RL1319.The orthometric height was determined by differential leveling
 RL1319.and adjusted by the National Geodetic Survey in June 1991..
 RL1319
 RL1319.The geoid height was determined by GEOID03.
 RL1319
 RL1319.The dynamic height is computed by dividing the NAVD 88
 RL1319.geopotential number by the normal gravity value computed on the
 RL1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1319.degrees latitude (g = 980.6199 gals.).
 RL1319
 RL1319.The modeled gravity was interpolated from observed gravity values.
 RL1319
 RL1319;                    North         East    Units  Estimated Accuracy
 RL1319;SPC MI N     -   206,490.    7,792,980.      MT  (+/- 180 meters Scaled)
 RL1319
 RL1319                          SUPERSEDED SURVEY CONTROL
 RL1319
 RL1319  NGVD 29 (??/??/92)  434.869  (m)         1426.73   (f) ADJ UNCH    2 0
 RL1319
 RL1319.Superseded values are not recommended for survey control.
 RL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1319.See file dsdata.txt to determine how the superseded data were derived.
 RL1319
 RL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS930653(NAD 83)
 RL1319_MARKER: DB = BENCH MARK DISK
 RL1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1319_STAMPING: C 134 1948
 RL1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1319+STABILITY: SURFACE MOTION
 RL1319
 RL1319  HISTORY     - Date     Condition        Report By
 RL1319  HISTORY     - 1948     MONUMENTED       CGS
 RL1319  HISTORY     - 1985     GOOD             NGS
 RL1319  HISTORY     - 1988     GOOD             USPSQD
 RL1319  HISTORY     - 20010619 GOOD             USPSQD
 RL1319
 RL1319                          STATION DESCRIPTION
 RL1319
 RL1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1319'5.3 MI NW FROM MERRIWEATHER.
 RL1319'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION
 RL1319'OF STATE HIGHWAY 4 AT MERRIWEATHER, THENCE ABOUT 3.75 MILES
 RL1319'NORTH ALONG A LOGGING ROAD, ABOUT 0.35 MILE NORTHWEST OF A
 RL1319'LOGGING CAMP, AT THE JUNCTION OF A LOGGING ROAD SOUTHWEST, 190
 RL1319'FEET WEST OF THE CENTER LINE OF A DIM ROAD NORTH, 110 FEET
 RL1319'WEST OF A 12-INCH WOODEN CULVERT, 33 FEET SOUTHEAST OF THE
 RL1319'CENTER LINE OF THE SIDE ROAD, 58 FEET SOUTH OF THE CENTER
 RL1319'LINE OF THE MAIN ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN
 RL1319'WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE MAIN ROAD
 RL1319'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RL1319
 RL1319                          STATION RECOVERY (1985)
 RL1319
 RL1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1319'RECOVERED IN GOOD CONDITION.
 RL1319
 RL1319                          STATION RECOVERY (1988)
 RL1319
 RL1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1319'RECOVERED IN GOOD CONDITION.
 RL1319
 RL1319                          STATION RECOVERY (2001)
 RL1319
 RL1319'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1334 ***********************************************************************
 RL1334  DESIGNATION -  C 135
 RL1334  PID         -  RL1334
 RL1334  STATE/COUNTY-  MI/ONTONAGON
 RL1334  USGS QUAD   -  ALDRIDGE CREEK (1981)
 RL1334
 RL1334                         *CURRENT SURVEY CONTROL
 RL1334  ___________________________________________________________________
 RL1334* NAD 83(1986)-  46 44 38.     (N)    089 43 29.     (W)     SCALED    
 RL1334* NAVD 88     -       369.333  (meters)    1211.72   (feet)  ADJUSTED  
 RL1334  ___________________________________________________________________
 RL1334  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RL1334  DYNAMIC HT  -         369.372 (meters)    1211.85  (feet)  COMP
 RL1334  MODELED GRAV-     980,707.3   (mgal)                       NAVD 88
 RL1334
 RL1334  VERT ORDER  -  SECOND    CLASS 0
 RL1334
 RL1334.The horizontal coordinates were scaled from a topographic map and have
 RL1334.an estimated accuracy of +/- 6 seconds.
 RL1334
 RL1334.The orthometric height was determined by differential leveling
 RL1334.and adjusted by the National Geodetic Survey in June 1991..
 RL1334
 RL1334.The geoid height was determined by GEOID03.
 RL1334
 RL1334.The dynamic height is computed by dividing the NAVD 88
 RL1334.geopotential number by the normal gravity value computed on the
 RL1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1334.degrees latitude (g = 980.6199 gals.).
 RL1334
 RL1334.The modeled gravity was interpolated from observed gravity values.
 RL1334
 RL1334;                    North         East    Units  Estimated Accuracy
 RL1334;SPC MI N     -   221,490.    7,791,840.      MT  (+/- 180 meters Scaled)
 RL1334
 RL1334                          SUPERSEDED SURVEY CONTROL
 RL1334
 RL1334  NGVD 29 (??/??/92)  369.350  (m)         1211.78   (f) ADJ UNCH    2 0
 RL1334
 RL1334.Superseded values are not recommended for survey control.
 RL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1334.See file dsdata.txt to determine how the superseded data were derived.
 RL1334
 RL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS918803(NAD 83)
 RL1334_MARKER: DB = BENCH MARK DISK
 RL1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1334_STAMPING: C 135 1948
 RL1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1334+STABILITY: SURFACE MOTION
 RL1334
 RL1334  HISTORY     - Date     Condition        Report By
 RL1334  HISTORY     - 1948     MONUMENTED       CGS
 RL1334
 RL1334                          STATION DESCRIPTION
 RL1334
 RL1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1334'20.4 MI NW FROM BERGLAND.
 RL1334'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1334'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 18.4 MILES NORTHWEST
 RL1334'ALONG A ROAD LEADING TO WHITE PINE EXTENSION MINE, 0.2 MILE WEST
 RL1334'OF THE MINE DUMP AT WHITE PINE EXTENSION MINE, 129 FEET WEST OF
 RL1334'THE NORTHWEST CORNER OF THE MOST WESTERLY OF SEVERAL OLD ABANDONED
 RL1334'LOG HOUSES AT THE MINE, 88 FEET EAST OF THE SOUTH END OF A 3-FOOT
 RL1334'LOG CULVERT, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2
 RL1334'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL
 RL1334'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL1334'THIS MARK IS 1.15 MILES WEST OF BENCH MARK U 135.  TO REACH THIS
 RL1334'MARK FROM SILVER CITY FOLLOW THE ROUTE DESCRIBED IN THE DESCRIPTION
 RL1334'OF U 135 AND CONTINUE WEST PAST U 135 FOR 1.15 MILES TO THE SITE
 RL1334'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1345 ***********************************************************************
 RL1345  DESIGNATION -  C 136
 RL1345  PID         -  RL1345
 RL1345  STATE/COUNTY-  MI/ONTONAGON
 RL1345  USGS QUAD   -  WHITE PINE (1956)
 RL1345
 RL1345                         *CURRENT SURVEY CONTROL
 RL1345  ___________________________________________________________________
 RL1345* NAD 83(1986)-  46 45 51.     (N)    089 37 16.     (W)     SCALED    
 RL1345* NAVD 88     -       287.055  (meters)     941.78   (feet)  ADJUSTED  
 RL1345  ___________________________________________________________________
 RL1345  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1345  DYNAMIC HT  -         287.093 (meters)     941.90  (feet)  COMP
 RL1345  MODELED GRAV-     980,737.1   (mgal)                       NAVD 88
 RL1345
 RL1345  VERT ORDER  -  SECOND    CLASS 0
 RL1345
 RL1345.The horizontal coordinates were scaled from a topographic map and have
 RL1345.an estimated accuracy of +/- 6 seconds.
 RL1345
 RL1345.The orthometric height was determined by differential leveling
 RL1345.and adjusted by the National Geodetic Survey in June 1991..
 RL1345
 RL1345.The geoid height was determined by GEOID03.
 RL1345
 RL1345.The dynamic height is computed by dividing the NAVD 88
 RL1345.geopotential number by the normal gravity value computed on the
 RL1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1345.degrees latitude (g = 980.6199 gals.).
 RL1345
 RL1345.The modeled gravity was interpolated from observed gravity values.
 RL1345
 RL1345;                    North         East    Units  Estimated Accuracy
 RL1345;SPC MI N     -   223,470.    7,799,820.      MT  (+/- 180 meters Scaled)
 RL1345
 RL1345                          SUPERSEDED SURVEY CONTROL
 RL1345
 RL1345  NGVD 29 (??/??/92)  287.082  (m)          941.87   (f) ADJ UNCH    2 0
 RL1345
 RL1345.Superseded values are not recommended for survey control.
 RL1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1345.See file dsdata.txt to determine how the superseded data were derived.
 RL1345
 RL1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS998822(NAD 83)
 RL1345_MARKER: DB = BENCH MARK DISK
 RL1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1345_STAMPING: C 136 1948
 RL1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1345+STABILITY: SURFACE MOTION
 RL1345
 RL1345  HISTORY     - Date     Condition        Report By
 RL1345  HISTORY     - 1948     MONUMENTED       CGS
 RL1345  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1345  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1345  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1345
 RL1345                          STATION DESCRIPTION
 RL1345
 RL1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1345'6.4 MI SW FROM SILVER CITY.
 RL1345'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1345'INTERSECTION WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 3.85
 RL1345'MILES SOUTH ALONG THE NONESUCH MINE ROAD, 0.2 MILE SOUTH OF A
 RL1345'SIDE ROAD WEST, 0.15 MILE SOUTH OF AN ABANDONED STEEL TRUSS BRIDGE,
 RL1345'AT A DIM CROSS ROAD, IN A VERY SMALL CLEARING ON THE NORTHEAST
 RL1345'SIDE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RL1345'29 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 14 FEET
 RL1345'SOUTHEAST OF U.S.G.S. BENCH MARK 941.8, 2 FEET NORTHEAST OF A WHITE
 RL1345'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RL1345'CONCRETE POST PROJECTING 3 INCHES.
 RL1345
 RL1345                          STATION RECOVERY (1976)
 RL1345
 RL1345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1345'MARK NOT FOUND.
 RL1345
 RL1345                          STATION RECOVERY (1988)
 RL1345
 RL1345'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1345'MARK NOT FOUND.
 RL1345
 RL1345                          STATION RECOVERY (2004)
 RL1345
 RL1345'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0878 ***********************************************************************
 RL0878  DESIGNATION -  C 137
 RL0878  PID         -  RL0878
 RL0878  STATE/COUNTY-  MI/ONTONAGON
 RL0878  USGS QUAD   -  
 RL0878
 RL0878                         *CURRENT SURVEY CONTROL
 RL0878  ___________________________________________________________________
 RL0878* NAD 83(1986)-  46 44 55.     (N)    089 06 09.     (W)     SCALED    
 RL0878* NAVD 88     -       316.474  (meters)    1038.30   (feet)  ADJUSTED  
 RL0878  ___________________________________________________________________
 RL0878  GEOID HEIGHT-         -31.99  (meters)                     GEOID03
 RL0878  DYNAMIC HT  -         316.502 (meters)    1038.39  (feet)  COMP
 RL0878  MODELED GRAV-     980,693.2   (mgal)                       NAVD 88
 RL0878
 RL0878  VERT ORDER  -  SECOND    CLASS 0
 RL0878
 RL0878.The horizontal coordinates were scaled from a topographic map and have
 RL0878.an estimated accuracy of +/- 6 seconds.
 RL0878
 RL0878.The orthometric height was determined by differential leveling
 RL0878.and adjusted by the National Geodetic Survey in June 1991..
 RL0878
 RL0878.The geoid height was determined by GEOID03.
 RL0878
 RL0878.The dynamic height is computed by dividing the NAVD 88
 RL0878.geopotential number by the normal gravity value computed on the
 RL0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0878.degrees latitude (g = 980.6199 gals.).
 RL0878
 RL0878.The modeled gravity was interpolated from observed gravity values.
 RL0878
 RL0878;                    North         East    Units  Estimated Accuracy
 RL0878;SPC MI N     -   220,560.    7,839,370.      MT  (+/- 180 meters Scaled)
 RL0878
 RL0878                          SUPERSEDED SURVEY CONTROL
 RL0878
 RL0878  NGVD 29 (??/??/92)  316.480  (m)         1038.32   (f) ADJ UNCH    2 0
 RL0878
 RL0878.Superseded values are not recommended for survey control.
 RL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0878.See file dsdata.txt to determine how the superseded data were derived.
 RL0878
 RL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS394793(NAD 83)
 RL0878_MARKER: DB = BENCH MARK DISK
 RL0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0878_STAMPING: C 137 1948
 RL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0878+STABILITY: SURFACE MOTION
 RL0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0878+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 RL0878
 RL0878  HISTORY     - Date     Condition        Report By
 RL0878  HISTORY     - 1948     MONUMENTED       CGS
 RL0878  HISTORY     - 1988     GOOD             USPSQD
 RL0878  HISTORY     - 20010615 GOOD             USPSQD
 RL0878  HISTORY     - 20010920 GOOD             JCLS
 RL0878  HISTORY     - 20020614 GOOD             JCLS
 RL0878  HISTORY     - 20040812 GOOD             USPSQD
 RL0878
 RL0878                          STATION DESCRIPTION
 RL0878
 RL0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0878'1.6 MI SW FROM MASS.
 RL0878'ABOUT 1.55 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0878'CROSSROADS AND THE CO-OP STORE AT MASS, ABOUT 0.3 MILE SOUTHWEST
 RL0878'OF THE CROSSING OF A POWER TRANSMISSION LINE, 0.4 MILE NORTHEAST
 RL0878'OF A SIDE ROAD SOUTH, 270 FEET SOUTHWEST OF THE SOUTHEAST END OF
 RL0878'A 3-FOOT CONCRETE BOX CULVERT, 169 FEET SOUTHWEST OF THE CENTER
 RL0878'OF THE JUNCTION OF A DIM ROAD WEST, 7 FEET SOUTHEAST OF A
 RL0878'TRIANGULAR BLAZED 10-INCH OAK TREE, 37 FEET NORTHWEST OF THE
 RL0878'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A WHITE WOODEN
 RL0878'WITNESS POST, 3 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 RL0878'CONCRETE POST PROJECTING 6 INCHES.
 RL0878
 RL0878                          STATION RECOVERY (1988)
 RL0878
 RL0878'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2001)
 RL0878
 RL0878'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2001)
 RL0878
 RL0878'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RL0878'RECOVERED AS DESCRIBED.
 RL0878
 RL0878                          STATION RECOVERY (2002)
 RL0878
 RL0878'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 RL0878'RECOVERED IN GOOD CONDITION.
 RL0878
 RL0878                          STATION RECOVERY (2004)
 RL0878
 RL0878'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0878'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0791 ***********************************************************************
 RL0791  DESIGNATION -  C 138
 RL0791  PID         -  RL0791
 RL0791  STATE/COUNTY-  MI/ONTONAGON
 RL0791  USGS QUAD   -  
 RL0791
 RL0791                         *CURRENT SURVEY CONTROL
 RL0791  ___________________________________________________________________
 RL0791* NAD 83(1986)-  46 30 57.     (N)    089 10 55.     (W)     SCALED    
 RL0791* NAVD 88     -       354.589  (meters)    1163.35   (feet)  ADJUSTED  
 RL0791  ___________________________________________________________________
 RL0791  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 RL0791  DYNAMIC HT  -         354.599 (meters)    1163.38  (feet)  COMP
 RL0791  MODELED GRAV-     980,634.1   (mgal)                       NAVD 88
 RL0791
 RL0791  VERT ORDER  -  SECOND    CLASS 0
 RL0791
 RL0791.The horizontal coordinates were scaled from a topographic map and have
 RL0791.an estimated accuracy of +/- 6 seconds.
 RL0791
 RL0791.The orthometric height was determined by differential leveling
 RL0791.and adjusted by the National Geodetic Survey in June 1991..
 RL0791
 RL0791.The geoid height was determined by GEOID03.
 RL0791
 RL0791.The dynamic height is computed by dividing the NAVD 88
 RL0791.geopotential number by the normal gravity value computed on the
 RL0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0791.degrees latitude (g = 980.6199 gals.).
 RL0791
 RL0791.The modeled gravity was interpolated from observed gravity values.
 RL0791
 RL0791;                    North         East    Units  Estimated Accuracy
 RL0791;SPC MI N     -   194,860.    7,832,590.      MT  (+/- 180 meters Scaled)
 RL0791
 RL0791                          SUPERSEDED SURVEY CONTROL
 RL0791
 RL0791  NGVD 29 (??/??/92)  354.603  (m)         1163.39   (f) ADJ UNCH    2 0
 RL0791
 RL0791.Superseded values are not recommended for survey control.
 RL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0791.See file dsdata.txt to determine how the superseded data were derived.
 RL0791
 RL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326536(NAD 83)
 RL0791_MARKER: DB = BENCH MARK DISK
 RL0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0791_STAMPING: C 138 1948
 RL0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0791+STABILITY: SURFACE MOTION
 RL0791
 RL0791  HISTORY     - Date     Condition        Report By
 RL0791  HISTORY     - 1948     MONUMENTED       CGS
 RL0791  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0791  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0791  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0791  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0791
 RL0791                          STATION DESCRIPTION
 RL0791
 RL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0791'1.4 MI S FROM BRUCES CROSSING.
 RL0791'ABOUT 1.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION
 RL0791'OF STATE HIGHWAY 28 AT BRUCES CROSSING, THENCE ABOUT 0.15 MILE
 RL0791'WEST ALONG A GRAVEL DRIVE, AT THE UPPER PENINSULA AIRPORT, AT
 RL0791'THE SOUTHWEST CORNER OF THE SOUTH ONE OF A GROUP OF SMALL
 RL0791'HANGARS, IN LINE WITH THE WEST SIDE OF THE HANGAR, 3 FEET SOUTH
 RL0791'OF THE SOUTHWEST CORNER OF THE HANGAR, 1 1/2 FEET WEST OF A WHITE
 RL0791'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 RL0791'PROJECTING 6 INCHES.
 RL0791
 RL0791                          STATION RECOVERY (1978)
 RL0791
 RL0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0791'MARK NOT FOUND.
 RL0791
 RL0791                          STATION RECOVERY (1985)
 RL0791
 RL0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0791'MARK NOT FOUND.
 RL0791
 RL0791                          STATION RECOVERY (1987)
 RL0791
 RL0791'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0791'MARK NOT FOUND.
 RL0791
 RL0791                          STATION RECOVERY (1996)
 RL0791
 RL0791'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0058 ***********************************************************************
 NE0058  DESIGNATION -  C 14 USLS
 NE0058  PID         -  NE0058
 NE0058  STATE/COUNTY-  MI/ST CLAIR
 NE0058  USGS QUAD   -  PORT HURON (1991)
 NE0058
 NE0058                         *CURRENT SURVEY CONTROL
 NE0058  ___________________________________________________________________
 NE0058* NAD 83(1986)-  42 57 37.     (N)    082 25 37.     (W)     SCALED    
 NE0058* NAVD 88     -       185.712  (meters)     609.29   (feet)  ADJUSTED  
 NE0058  ___________________________________________________________________
 NE0058  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0058  DYNAMIC HT  -         185.666 (meters)     609.14  (feet)  COMP
 NE0058  MODELED GRAV-     980,366.6   (mgal)                       NAVD 88
 NE0058
 NE0058  VERT ORDER  -  FIRST     CLASS 0
 NE0058
 NE0058.The horizontal coordinates were scaled from a topographic map and have
 NE0058.an estimated accuracy of +/- 6 seconds.
 NE0058
 NE0058.The orthometric height was determined by differential leveling
 NE0058.and adjusted by the National Geodetic Survey in June 1991..
 NE0058.WARNING-Repeat measurements at this control monument indicate possible
 NE0058.vertical movement.
 NE0058
 NE0058.The geoid height was determined by GEOID03.
 NE0058
 NE0058.The dynamic height is computed by dividing the NAVD 88
 NE0058.geopotential number by the normal gravity value computed on the
 NE0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0058.degrees latitude (g = 980.6199 gals.).
 NE0058
 NE0058.The modeled gravity was interpolated from observed gravity values.
 NE0058
 NE0058;                    North         East    Units  Estimated Accuracy
 NE0058;SPC MI S     -   164,030.    4,158,240.      MT  (+/- 180 meters Scaled)
 NE0058
 NE0058                          SUPERSEDED SURVEY CONTROL
 NE0058
 NE0058  NGVD 29 (??/??/??)  185.831  (m)          609.68   (f) ADJUSTED    1 0
 NE0058
 NE0058.Superseded values are not recommended for survey control.
 NE0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0058.See file dsdata.txt to determine how the superseded data were derived.
 NE0058
 NE0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH836573(NAD 83)
 NE0058_MARKER: DD = SURVEY DISK
 NE0058_SETTING: 0 = UNSPECIFIED SETTING
 NE0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0058
 NE0058  HISTORY     - Date     Condition        Report By
 NE0058  HISTORY     - 1929     MONUMENTED       USLS
 NE0058  HISTORY     - 1970     GOOD             USLS
 NE0058  HISTORY     - 1980     GOOD             NGS
 NE0058  HISTORY     - 1983     GOOD             USPSQD
 NE0058  HISTORY     - 19940514 GOOD             USPSQD
 NE0058  HISTORY     - 20020505 POOR             USPSQD
 NE0058
 NE0058                          STATION DESCRIPTION
 NE0058
 NE0058'DESCRIBED BY US LAKE SURVEY 1970
 NE0058'AT PORT HURON.
 NE0058'C 14 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0058'MILITARY STREET VIADUCT OVER THE GRAND TRUNK AND WESTERN R.R.,
 NE0058'ON WEST SIDE OF THE STREET, ON TOP OF WINGWALL OF SOUTH
 NE0058'ABUTMENT OF THE VIADUCT, 1.2 FEET FROM TRACK FACE OF THE WALL,
 NE0058'1291 FEET FROM TERMINAL POST OF GUARD RAIL ALONG BRIDGE PEDESTRIAN
 NE0058'WALK, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 NE0058'SET INTO THE CONCRETE.  NOTE-- PREV. DESIG. BM C 14 1929
 NE0058
 NE0058                          STATION RECOVERY (1980)
 NE0058
 NE0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0058'IN PORT HURON, AT THE SOUTHWEST END OF THE G.T.W. AND OHIO RAILROAD
 NE0058'UNDER PASS BRIDGE UNDER HIGHWAY 25 (MILITARY STREET), SET IN THE WEST
 NE0058'MASSIVE CONCRETE WINGWALL OF THE BRIDGE, 1.13 KILOMETERS (0.7 MILE)
 NE0058'SOUTH OF THE U.S. POST OFFICE IN PORT HURON, 3.71 METERS (12.16 FEET)
 NE0058'SOUTHWEST OF THE WEST CORNER OF THE SOUTHWEST METAL POST OF THE METAL
 NE0058'GUARD RAIL OF THE BRIDGE, AND 1.89 METERS (6.2 FEET) NORTHWEST OF
 NE0058'THE NORTHWEST FACE OF THE NORTHEAST CONCRETE POST SUPPORTING A METAL
 NE0058'PIPE GUARD RAIL.
 NE0058'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NE0058
 NE0058                          STATION RECOVERY (1983)
 NE0058
 NE0058'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0058'RECOVERED IN GOOD CONDITION.
 NE0058
 NE0058                          STATION RECOVERY (1994)
 NE0058
 NE0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0058'RECOVERED IN GOOD CONDITION.
 NE0058
 NE0058                          STATION RECOVERY (2002)
 NE0058
 NE0058'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0058'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1216 ***********************************************************************
 RL1216  DESIGNATION -  C 140
 RL1216  PID         -  RL1216
 RL1216  STATE/COUNTY-  MI/GOGEBIC
 RL1216  USGS QUAD   -  WAKEFIELD (1975)
 RL1216
 RL1216                         *CURRENT SURVEY CONTROL
 RL1216  ___________________________________________________________________
 RL1216* NAD 83(1986)-  46 28 29.     (N)    089 56 28.     (W)     SCALED    
 RL1216* NAVD 88     -       472.467  (meters)    1550.09   (feet)  ADJUSTED  
 RL1216  ___________________________________________________________________
 RL1216  GEOID HEIGHT-         -30.75  (meters)                     GEOID03
 RL1216  DYNAMIC HT  -         472.482 (meters)    1550.13  (feet)  COMP
 RL1216  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 RL1216
 RL1216  VERT ORDER  -  FIRST     CLASS II
 RL1216
 RL1216.The horizontal coordinates were scaled from a topographic map and have
 RL1216.an estimated accuracy of +/- 6 seconds.
 RL1216
 RL1216.The orthometric height was determined by differential leveling
 RL1216.and adjusted by the National Geodetic Survey in June 1991..
 RL1216
 RL1216.The geoid height was determined by GEOID03.
 RL1216
 RL1216.The dynamic height is computed by dividing the NAVD 88
 RL1216.geopotential number by the normal gravity value computed on the
 RL1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1216.degrees latitude (g = 980.6199 gals.).
 RL1216
 RL1216.The modeled gravity was interpolated from observed gravity values.
 RL1216
 RL1216;                    North         East    Units  Estimated Accuracy
 RL1216;SPC MI N     -   192,180.    7,774,200.      MT  (+/- 180 meters Scaled)
 RL1216
 RL1216                          SUPERSEDED SURVEY CONTROL
 RL1216
 RL1216  NGVD 29 (??/??/92)  472.481  (m)         1550.13   (f) ADJ UNCH    1 2
 RL1216
 RL1216.Superseded values are not recommended for survey control.
 RL1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1216.See file dsdata.txt to determine how the superseded data were derived.
 RL1216
 RL1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS742509(NAD 83)
 RL1216_MARKER: DB = BENCH MARK DISK
 RL1216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL1216_STAMPING: C 140 1948
 RL1216_MARK LOGO: CGS   
 RL1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1216+STABILITY: SURFACE MOTION
 RL1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1216+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RL1216
 RL1216  HISTORY     - Date     Condition        Report By
 RL1216  HISTORY     - 1948     MONUMENTED       CGS
 RL1216  HISTORY     - 1985     GOOD             NGS
 RL1216  HISTORY     - 1987     GOOD             USPSQD
 RL1216  HISTORY     - 19950612 GOOD             USPSQD
 RL1216  HISTORY     - 20000821 GOOD             MIDT
 RL1216  HISTORY     - 20030822 GOOD             USPSQD
 RL1216  HISTORY     - 20040806 GOOD             USPSQD
 RL1216
 RL1216                          STATION DESCRIPTION
 RL1216
 RL1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1216'AT WAKEFIELD.
 RL1216'AT WAKEFIELD, AT THE CITY HALL, SET VERTICALLY IN THE EAST
 RL1216'FACE NEAR THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A
 RL1216'1-STORY WING ADDITION TO THE NORTH OF THE CITY HALL, 3 FEET NORTH
 RL1216'OF THE SOUTHEAST CORNER OF THE WING AND NORTH FACE OF THE MAIN
 RL1216'BUILDING, ABOUT 32 FEET WEST OF THE NORTHEAST CORNER OF THE
 RL1216'MAIN BUILDING OF CITY HALL AND 2 FEET ABOVE THE GROUND.
 RL1216
 RL1216                          STATION RECOVERY (1985)
 RL1216
 RL1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (1987)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (1995)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (2000)
 RL1216
 RL1216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1216'RECOVERED IN GOOD CONDITION.
 RL1216
 RL1216                          STATION RECOVERY (2003)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1216'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET SOUTH OF AN
 RL1216'OVERHEAD DOOR WITH A PEDESTRIAN ENTRANCE.  NOTE-- THE CITY HALL IS AT
 RL1216'THE NORTHWEST CORNER OF HANCOCK STREET AND SUNDAY LAKE ST.
 RL1216
 RL1216                          STATION RECOVERY (2004)
 RL1216
 RL1216'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1241 ***********************************************************************
 RL1241  DESIGNATION -  C 141
 RL1241  PID         -  RL1241
 RL1241  STATE/COUNTY-  MI/GOGEBIC
 RL1241  USGS QUAD   -  GOGEBIC (1982)
 RL1241
 RL1241                         *CURRENT SURVEY CONTROL
 RL1241  ___________________________________________________________________
 RL1241* NAD 83(1986)-  46 21 36.     (N)    089 32 21.     (W)     SCALED    
 RL1241* NAVD 88     -       466.705  (meters)    1531.18   (feet)  ADJUSTED  
 RL1241  ___________________________________________________________________
 RL1241  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1241  DYNAMIC HT  -         466.718 (meters)    1531.22  (feet)  COMP
 RL1241  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 RL1241
 RL1241  VERT ORDER  -  SECOND    CLASS 0
 RL1241
 RL1241.The horizontal coordinates were scaled from a topographic map and have
 RL1241.an estimated accuracy of +/- 6 seconds.
 RL1241
 RL1241.The orthometric height was determined by differential leveling
 RL1241.and adjusted by the National Geodetic Survey in June 1991..
 RL1241
 RL1241.The geoid height was determined by GEOID03.
 RL1241
 RL1241.The dynamic height is computed by dividing the NAVD 88
 RL1241.geopotential number by the normal gravity value computed on the
 RL1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1241.degrees latitude (g = 980.6199 gals.).
 RL1241
 RL1241.The modeled gravity was interpolated from observed gravity values.
 RL1241
 RL1241;                    North         East    Units  Estimated Accuracy
 RL1241;SPC MI N     -   178,370.    7,804,640.      MT  (+/- 180 meters Scaled)
 RL1241
 RL1241                          SUPERSEDED SURVEY CONTROL
 RL1241
 RL1241  NGVD 29 (??/??/92)  466.720  (m)         1531.23   (f) ADJ UNCH    2 0
 RL1241
 RL1241.Superseded values are not recommended for survey control.
 RL1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1241.See file dsdata.txt to determine how the superseded data were derived.
 RL1241
 RL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS046371(NAD 83)
 RL1241_MARKER: DB = BENCH MARK DISK
 RL1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1241_STAMPING: C 141 1948
 RL1241_MARK LOGO: CGS   
 RL1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1241+STABILITY: SURFACE MOTION
 RL1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1241+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1998
 RL1241
 RL1241  HISTORY     - Date     Condition        Report By
 RL1241  HISTORY     - 1948     MONUMENTED       CGS
 RL1241  HISTORY     - 1987     GOOD             USPSQD
 RL1241  HISTORY     - 19950830 GOOD             MIDT
 RL1241  HISTORY     - 19960913 GOOD             MIDT
 RL1241  HISTORY     - 19980427 GOOD             MIDT
 RL1241
 RL1241                          STATION DESCRIPTION
 RL1241
 RL1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1241'8.6 MI E FROM MARENISCO.
 RL1241'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1241'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1241'8.0 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 1.1 MILES EAST OF
 RL1241'THE BRIDGE OVER SLATE RIVER, AT A DIM TRAIL NORTH, 52 FEET
 RL1241'NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH-NORTHWEST
 RL1241'OF THE WEST END OF A 14-INCH PIPE CULVERT UNDER TRAIL, 7.5
 RL1241'FEET EAST OF A LONE TRIANGULAR BLAZED 22-INCH OAK TREE, 18 FEET
 RL1241'WEST OF THE CENTER LINE OF THE TRAIL, 2 FEET WEST OF A WHITE
 RL1241'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 RL1241'OF A CONCRETE POST PROJECTING 7 INCHES.
 RL1241
 RL1241                          STATION RECOVERY (1987)
 RL1241
 RL1241'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1241'RECOVERED IN GOOD CONDITION.
 RL1241
 RL1241                          STATION RECOVERY (1995)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1241'RECOVERED AS DESCRIBED.  DIM TRAIL IS NOW A WELL DEFINED DRIVEWAY.
 RL1241'MARK IS 2 FEET (0.6 M) SOUTH OF A METAL WITNESS POST AND PROJECTS
 RL1241'5-INCHES ABOVE GROUND.
 RL1241
 RL1241                          STATION RECOVERY (1996)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL1241'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, BUT WITH THE
 RL1241'FOLLOWING NOTATION.  THE DIM TRAIL IS NOW A WELL DEFINED DRIVEWAY.
 RL1241'MARK IS 2.0 FT (0.6 M) SOUTH OF A METAL WITNESS POST AND PROJECTS
 RL1241'5-INCHES ABOVE GROUND.
 RL1241
 RL1241                          STATION RECOVERY (1998)
 RL1241
 RL1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1047 ***********************************************************************
 RL1047  DESIGNATION -  C 142
 RL1047  PID         -  RL1047
 RL1047  STATE/COUNTY-  MI/GOGEBIC
 RL1047  USGS QUAD   -  STORMY LAKE (1982)
 RL1047
 RL1047                         *CURRENT SURVEY CONTROL
 RL1047  ___________________________________________________________________
 RL1047* NAD 83(1986)-  46 19 45.     (N)    089 16 46.     (W)     SCALED    
 RL1047* NAVD 88     -       506.674  (meters)    1662.31   (feet)  ADJUSTED  
 RL1047  ___________________________________________________________________
 RL1047  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 RL1047  DYNAMIC HT  -         506.687 (meters)    1662.36  (feet)  COMP
 RL1047  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 RL1047
 RL1047  VERT ORDER  -  SECOND    CLASS 0
 RL1047
 RL1047.The horizontal coordinates were scaled from a topographic map and have
 RL1047.an estimated accuracy of +/- 6 seconds.
 RL1047
 RL1047.The orthometric height was determined by differential leveling
 RL1047.and adjusted by the National Geodetic Survey in June 1991..
 RL1047
 RL1047.The geoid height was determined by GEOID03.
 RL1047
 RL1047.The dynamic height is computed by dividing the NAVD 88
 RL1047.geopotential number by the normal gravity value computed on the
 RL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1047.degrees latitude (g = 980.6199 gals.).
 RL1047
 RL1047.The modeled gravity was interpolated from observed gravity values.
 RL1047
 RL1047;                    North         East    Units  Estimated Accuracy
 RL1047;SPC MI N     -   174,330.    7,824,520.      MT  (+/- 180 meters Scaled)
 RL1047
 RL1047                          SUPERSEDED SURVEY CONTROL
 RL1047
 RL1047  NGVD 29 (??/??/92)  506.694  (m)         1662.38   (f) ADJ UNCH    2 0
 RL1047
 RL1047.Superseded values are not recommended for survey control.
 RL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1047.See file dsdata.txt to determine how the superseded data were derived.
 RL1047
 RL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS245331(NAD 83)
 RL1047_MARKER: DB = BENCH MARK DISK
 RL1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1047_STAMPING: C 142 1948
 RL1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1047+STABILITY: SURFACE MOTION
 RL1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1047+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1047
 RL1047  HISTORY     - Date     Condition        Report By
 RL1047  HISTORY     - 1948     MONUMENTED       CGS
 RL1047  HISTORY     - 20040720 GOOD             GEOCAC
 RL1047
 RL1047                          STATION DESCRIPTION
 RL1047
 RL1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1047'11.5 MI NW FROM WATERSMEET.
 RL1047'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1047'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1047'THENCE ABOUT 5.15 MILES NORTH ALONG A DIM AND GRASS TRAIL
 RL1047'(WOLF LAKE ROAD), THENCE ABOUT 0.05 MILE WEST ALONG A GRAVEL
 RL1047'ROAD, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 27 FEET SOUTH OF
 RL1047'THE CENTER OF THE JUNCTION, 20 FEET NORTHEAST OF A 2 1/2 INCH
 RL1047'LONE FIR TREE, 21 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED
 RL1047'7-INCH ASPEN TREE, 327 FEET WEST OF THE CENTER LINE OF AN OLD
 RL1047'GRASS TRAIL LEADING SOUTH TO WOLF LAKE, 7 FEET SOUTHWEST OF A
 RL1047'ROAD SIGN, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL1047'LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE POST
 RL1047'PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM THE POST OFFICE
 RL1047'AT PAULDING BY GOING ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY
 RL1047'45, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 RL1047'THENCE ABOUT 5.1 MILES SOUTH ALONG A ROAD LEADING TO COUNTY
 RL1047'LINE LAKE.
 RL1047
 RL1047                          STATION RECOVERY (2004)
 RL1047
 RL1047'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1047'NAD 83 -  46 19 43.6 (N) -  089 16 44.9 (W)  HANDHELD DGPS
 RL1047' 
 RL1047'WATERSMEET, 3.35 MILE NORTH ALONG US HWY 45 FROM JUNCTION WITH US HWY
 RL1047'2, THENCE 5.2 MILES WEST AND NORTH ALONG SUCKER LAKE ROAD TO THE
 RL1047'JUNCTION OF COUNTY LINE LAKE ROAD AND THE MARK ON THE LEFT AS
 RL1047'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1108 ***********************************************************************
 RL1108  DESIGNATION -  C 143
 RL1108  PID         -  RL1108
 RL1108  STATE/COUNTY-  MI/ONTONAGON
 RL1108  USGS QUAD   -  
 RL1108
 RL1108                         *CURRENT SURVEY CONTROL
 RL1108  ___________________________________________________________________
 RL1108* NAD 83(1986)-  46 23 47.     (N)    089 17 07.     (W)     SCALED    
 RL1108* NAVD 88     -       418.656  (meters)    1373.54   (feet)  ADJUSTED  
 RL1108  ___________________________________________________________________
 RL1108  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL1108  DYNAMIC HT  -         418.671 (meters)    1373.59  (feet)  COMP
 RL1108  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 RL1108
 RL1108  VERT ORDER  -  SECOND    CLASS 0
 RL1108
 RL1108.The horizontal coordinates were scaled from a topographic map and have
 RL1108.an estimated accuracy of +/- 6 seconds.
 RL1108
 RL1108.The orthometric height was determined by differential leveling
 RL1108.and adjusted by the National Geodetic Survey in June 1991..
 RL1108
 RL1108.The geoid height was determined by GEOID03.
 RL1108
 RL1108.The dynamic height is computed by dividing the NAVD 88
 RL1108.geopotential number by the normal gravity value computed on the
 RL1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1108.degrees latitude (g = 980.6199 gals.).
 RL1108
 RL1108.The modeled gravity was interpolated from observed gravity values.
 RL1108
 RL1108;                    North         East    Units  Estimated Accuracy
 RL1108;SPC MI N     -   181,820.    7,824,280.      MT  (+/- 180 meters Scaled)
 RL1108
 RL1108                          SUPERSEDED SURVEY CONTROL
 RL1108
 RL1108  NGVD 29 (??/??/92)  418.679  (m)         1373.62   (f) ADJ UNCH    2 0
 RL1108
 RL1108.Superseded values are not recommended for survey control.
 RL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1108.See file dsdata.txt to determine how the superseded data were derived.
 RL1108
 RL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS243406(NAD 83)
 RL1108_MARKER: DB = BENCH MARK DISK
 RL1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1108_STAMPING: C 143 1948
 RL1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1108+STABILITY: SURFACE MOTION
 RL1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1108+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RL1108
 RL1108  HISTORY     - Date     Condition        Report By
 RL1108  HISTORY     - 1948     MONUMENTED       CGS
 RL1108  HISTORY     - 20010617 GOOD             USPSQD
 RL1108  HISTORY     - 20040816 GOOD             GEOCAC
 RL1108
 RL1108                          STATION DESCRIPTION
 RL1108
 RL1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1108'6 MI SW FROM PAULDING.
 RL1108'ABOUT 0.25 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1108'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1108'ROAD, AT A ROAD SOUTH TO COUNTY LINE LAKE, ABOUT 0.65 MILE
 RL1108'SOUTHWEST AND WEST OF A DIM ROAD WEST, 37 FEET NORTH-NORTHWEST
 RL1108'OF THE CENTER OF THE JUNCTION, 31 FEET NORTH OF THE CENTER
 RL1108'LINE OF THE ROAD, 5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL1108'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1108'POST PROJECTING 6 INCHES.
 RL1108
 RL1108                          STATION RECOVERY (2001)
 RL1108
 RL1108'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1108'RECOVERED IN GOOD CONDITION.
 RL1108
 RL1108                          STATION RECOVERY (2004)
 RL1108
 RL1108'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1108'NAD 83 -  46 23 46.0 (N) -   089 17 08.3 (W) HANDHELD DGPS
 RL1108' 
 RL1108'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1108' 
 RL1108'50 FT EAST AND 34 FT NORTH OF ROAD C/L AT END OF PAVEMENT, 5 FT NORTH
 RL1108'OF THE TREE LINE AND ABOUT 4 FT BELOW LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1171 ***********************************************************************
 RL1171  DESIGNATION -  C 144
 RL1171  PID         -  RL1171
 RL1171  STATE/COUNTY-  MI/GOGEBIC
 RL1171  USGS QUAD   -  STATELINE LAKE (1982)
 RL1171
 RL1171                         *CURRENT SURVEY CONTROL
 RL1171  ___________________________________________________________________
 RL1171* NAD 83(1986)-  46 21 53.     (N)    089 41 57.     (W)     SCALED    
 RL1171* NAVD 88     -       465.356  (meters)    1526.76   (feet)  ADJUSTED  
 RL1171  ___________________________________________________________________
 RL1171  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 RL1171  DYNAMIC HT  -         465.358 (meters)    1526.76  (feet)  COMP
 RL1171  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 RL1171
 RL1171  VERT ORDER  -  SECOND    CLASS 0
 RL1171
 RL1171.The horizontal coordinates were scaled from a topographic map and have
 RL1171.an estimated accuracy of +/- 6 seconds.
 RL1171
 RL1171.The orthometric height was determined by differential leveling
 RL1171.and adjusted by the National Geodetic Survey in June 1991..
 RL1171
 RL1171.The geoid height was determined by GEOID03.
 RL1171
 RL1171.The dynamic height is computed by dividing the NAVD 88
 RL1171.geopotential number by the normal gravity value computed on the
 RL1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1171.degrees latitude (g = 980.6199 gals.).
 RL1171
 RL1171.The modeled gravity was interpolated from observed gravity values.
 RL1171
 RL1171;                    North         East    Units  Estimated Accuracy
 RL1171;SPC MI N     -   179,300.    7,792,350.      MT  (+/- 180 meters Scaled)
 RL1171
 RL1171                          SUPERSEDED SURVEY CONTROL
 RL1171
 RL1171  NGVD 29 (??/??/92)  465.356  (m)         1526.76   (f) ADJ UNCH    2 0
 RL1171
 RL1171.Superseded values are not recommended for survey control.
 RL1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1171.See file dsdata.txt to determine how the superseded data were derived.
 RL1171
 RL1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS923381(NAD 83)
 RL1171_MARKER: DB = BENCH MARK DISK
 RL1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1171_STAMPING: C 144 1948
 RL1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1171+STABILITY: SURFACE MOTION
 RL1171
 RL1171  HISTORY     - Date     Condition        Report By
 RL1171  HISTORY     - 1948     MONUMENTED       CGS
 RL1171  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1171  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1171  HISTORY     - 19980427 MARK NOT FOUND   MIDT
 RL1171  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1171
 RL1171                          STATION DESCRIPTION
 RL1171
 RL1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1171'1.2 MI SW FROM MARENISCO.
 RL1171'ABOUT 1.25 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1171'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT 300 FEET
 RL1171'NORTH OF A HOUSE ON EAST SIDE OF HIGHWAY, 55 FEET NORTHEAST
 RL1171'OF THE NORTHEAST CORNER OF A DOUBLE CAR GARAGE ON WEST SIDE
 RL1171'OF HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 16
 RL1171'FEET SOUTHWEST OF A HIGHWAY CURVE SIGN, 1 FOOT EAST OF A FENCE
 RL1171'LINE, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL1171'POST PROJECTING 6 INCHES.
 RL1171
 RL1171                          STATION RECOVERY (1978)
 RL1171
 RL1171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1171'MARK NOT FOUND.
 RL1171
 RL1171                          STATION RECOVERY (1987)
 RL1171
 RL1171'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1171'MARK NOT FOUND.
 RL1171
 RL1171                          STATION RECOVERY (1998)
 RL1171
 RL1171'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1171'MARK NOT FOUND.
 RL1171
 RL1171                          STATION RECOVERY (2004)
 RL1171
 RL1171'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1249 ***********************************************************************
 RL1249  DESIGNATION -  C 145
 RL1249  PID         -  RL1249
 RL1249  STATE/COUNTY-  MI/GOGEBIC
 RL1249  USGS QUAD   -  WAKEFIELD (1975)
 RL1249
 RL1249                         *CURRENT SURVEY CONTROL
 RL1249  ___________________________________________________________________
 RL1249* NAD 83(1986)-  46 25 09.     (N)    089 56 58.     (W)     SCALED    
 RL1249* NAVD 88     -       489.619  (meters)    1606.36   (feet)  ADJUSTED  
 RL1249  ___________________________________________________________________
 RL1249  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RL1249  DYNAMIC HT  -         489.620 (meters)    1606.36  (feet)  COMP
 RL1249  MODELED GRAV-     980,600.5   (mgal)                       NAVD 88
 RL1249
 RL1249  VERT ORDER  -  SECOND    CLASS 0
 RL1249
 RL1249.The horizontal coordinates were scaled from a topographic map and have
 RL1249.an estimated accuracy of +/- 6 seconds.
 RL1249
 RL1249.The orthometric height was determined by differential leveling
 RL1249.and adjusted by the National Geodetic Survey in June 1991..
 RL1249
 RL1249.The geoid height was determined by GEOID03.
 RL1249
 RL1249.The dynamic height is computed by dividing the NAVD 88
 RL1249.geopotential number by the normal gravity value computed on the
 RL1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1249.degrees latitude (g = 980.6199 gals.).
 RL1249
 RL1249.The modeled gravity was interpolated from observed gravity values.
 RL1249
 RL1249;                    North         East    Units  Estimated Accuracy
 RL1249;SPC MI N     -   186,030.    7,773,330.      MT  (+/- 180 meters Scaled)
 RL1249
 RL1249                          SUPERSEDED SURVEY CONTROL
 RL1249
 RL1249  NGVD 29 (??/??/92)  489.615  (m)         1606.35   (f) ADJ UNCH    2 0
 RL1249
 RL1249.Superseded values are not recommended for survey control.
 RL1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1249.See file dsdata.txt to determine how the superseded data were derived.
 RL1249
 RL1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS733448(NAD 83)
 RL1249_MARKER: DB = BENCH MARK DISK
 RL1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1249_STAMPING: C 145 1948
 RL1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1249+STABILITY: SURFACE MOTION
 RL1249
 RL1249  HISTORY     - Date     Condition        Report By
 RL1249  HISTORY     - 1948     MONUMENTED       CGS
 RL1249  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1249  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1249  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1249  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1249
 RL1249                          STATION DESCRIPTION
 RL1249
 RL1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1249'4 MI S FROM WAKEFIELD.
 RL1249'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 2 FROM THE CITY HALL
 RL1249'AT WAKEFIELD, THENCE ABOUT 3.35 MILES SOUTH ALONG CHANEY LAKE
 RL1249'ROAD, ABOUT 0.6 MILE SOUTH OF A DIM CROSSROAD, AT A DIM TRAIL
 RL1249'EAST, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 RL1249'NORTHWEST AND ACROSS THE TRAIL FROM A TRIANGULAR BLAZED 24-INCH
 RL1249'BIRCH TREE, 21 FEET NORTH AND ACROSS THE TRAIL FROM A
 RL1249'TRIANGULAR BLAZED 26-INCH BIRCH TREE, 8 FEET NORTH OF THE
 RL1249'CENTER LINE OF THE TRAIL, 1 FOOT ABOVE THE ROAD AND SET IN
 RL1249'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL1249
 RL1249                          STATION RECOVERY (1985)
 RL1249
 RL1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1249'MARK NOT FOUND.
 RL1249
 RL1249                          STATION RECOVERY (1988)
 RL1249
 RL1249'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1249'MARK NOT FOUND.
 RL1249
 RL1249                          STATION RECOVERY (1996)
 RL1249
 RL1249'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1249'MARK NOT FOUND.
 RL1249
 RL1249                          STATION RECOVERY (2004)
 RL1249
 RL1249'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1178 ***********************************************************************
 RL1178  DESIGNATION -  C 146
 RL1178  PID         -  RL1178
 RL1178  STATE/COUNTY-  MI/GOGEBIC
 RL1178  USGS QUAD   -  STATELINE LAKE (1982)
 RL1178
 RL1178                         *CURRENT SURVEY CONTROL
 RL1178  ___________________________________________________________________
 RL1178* NAD 83(1986)-  46 16 36.     (N)    089 44 27.     (W)     SCALED    
 RL1178* NAVD 88     -       508.139  (meters)    1667.12   (feet)  ADJUSTED  
 RL1178  ___________________________________________________________________
 RL1178  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 RL1178  DYNAMIC HT  -         508.140 (meters)    1667.12  (feet)  COMP
 RL1178  MODELED GRAV-     980,600.1   (mgal)                       NAVD 88
 RL1178
 RL1178  VERT ORDER  -  SECOND    CLASS 0
 RL1178
 RL1178.The horizontal coordinates were scaled from a topographic map and have
 RL1178.an estimated accuracy of +/- 6 seconds.
 RL1178
 RL1178.The orthometric height was determined by differential leveling
 RL1178.and adjusted by the National Geodetic Survey in June 1991..
 RL1178
 RL1178.The geoid height was determined by GEOID03.
 RL1178
 RL1178.The dynamic height is computed by dividing the NAVD 88
 RL1178.geopotential number by the normal gravity value computed on the
 RL1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1178.degrees latitude (g = 980.6199 gals.).
 RL1178
 RL1178.The modeled gravity was interpolated from observed gravity values.
 RL1178
 RL1178;                    North         East    Units  Estimated Accuracy
 RL1178;SPC MI N     -   169,630.    7,788,810.      MT  (+/- 180 meters Scaled)
 RL1178
 RL1178                          SUPERSEDED SURVEY CONTROL
 RL1178
 RL1178  NGVD 29 (??/??/92)  508.139  (m)         1667.12   (f) ADJ UNCH    2 0
 RL1178
 RL1178.Superseded values are not recommended for survey control.
 RL1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1178.See file dsdata.txt to determine how the superseded data were derived.
 RL1178
 RL1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS888284(NAD 83)
 RL1178_MARKER: DB = BENCH MARK DISK
 RL1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1178_STAMPING: C 146 1948
 RL1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1178+STABILITY: SURFACE MOTION
 RL1178
 RL1178  HISTORY     - Date     Condition        Report By
 RL1178  HISTORY     - 1948     MONUMENTED       CGS
 RL1178  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1178
 RL1178                          STATION DESCRIPTION
 RL1178
 RL1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1178'2.2 MI N FROM WINEGAR.
 RL1178'ABOUT 1.05 MILES NORTH ALONG A COUNTY ROAD FROM THE GRADE SCHOOL
 RL1178'AT WINEGAR, WISCONSIN, THENCE ABOUT 1.1 MILES NORTH ALONG
 RL1178'MICHIGAN STATE HIGHWAY 64, AT THE JUNCTION OF A DIM ROAD WEST,
 RL1178'97 FEET SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM POWER POLE
 RL1178'NO. 166, 43 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 37 FEET
 RL1178'WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH OF THE
 RL1178'CENTER LINE OF THE DIM ROAD, 2 1/2 FEET WEST OF A WHITE WOODEN
 RL1178'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL1178'OF A CONCRETE POST PROJECTING 2 INCHES.
 RL1178
 RL1178                          STATION RECOVERY (2004)
 RL1178
 RL1178'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0712 ***********************************************************************
 RL0712  DESIGNATION -  C 147
 RL0712  PID         -  RL0712
 RL0712  STATE/COUNTY-  MI/ONTONAGON
 RL0712  USGS QUAD   -  
 RL0712
 RL0712                         *CURRENT SURVEY CONTROL
 RL0712  ___________________________________________________________________
 RL0712* NAD 83(1986)-  46 34 01.     (N)    089 26 55.     (W)     SCALED    
 RL0712* NAVD 88     -       381.311  (meters)    1251.02   (feet)  ADJUSTED  
 RL0712  ___________________________________________________________________
 RL0712  GEOID HEIGHT-         -31.31  (meters)                     GEOID03
 RL0712  DYNAMIC HT  -         381.328 (meters)    1251.07  (feet)  COMP
 RL0712  MODELED GRAV-     980,648.0   (mgal)                       NAVD 88
 RL0712
 RL0712  VERT ORDER  -  FIRST     CLASS II
 RL0712
 RL0712.The horizontal coordinates were scaled from a topographic map and have
 RL0712.an estimated accuracy of +/- 6 seconds.
 RL0712
 RL0712.The orthometric height was determined by differential leveling
 RL0712.and adjusted by the National Geodetic Survey in June 1991..
 RL0712
 RL0712.The geoid height was determined by GEOID03.
 RL0712
 RL0712.The dynamic height is computed by dividing the NAVD 88
 RL0712.geopotential number by the normal gravity value computed on the
 RL0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0712.degrees latitude (g = 980.6199 gals.).
 RL0712
 RL0712.The modeled gravity was interpolated from observed gravity values.
 RL0712
 RL0712;                    North         East    Units  Estimated Accuracy
 RL0712;SPC MI N     -   201,140.    7,812,320.      MT  (+/- 180 meters Scaled)
 RL0712
 RL0712                          SUPERSEDED SURVEY CONTROL
 RL0712
 RL0712  NGVD 29 (??/??/92)  381.307  (m)         1251.00   (f) ADJ UNCH    1 2
 RL0712
 RL0712.Superseded values are not recommended for survey control.
 RL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0712.See file dsdata.txt to determine how the superseded data were derived.
 RL0712
 RL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS123599(NAD 83)
 RL0712_MARKER: DB = BENCH MARK DISK
 RL0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0712_STAMPING: C 147 1948
 RL0712_MARK LOGO: CGS   
 RL0712_PROJECTION: PROJECTING 5 CENTIMETERS
 RL0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0712+STABILITY: SURFACE MOTION
 RL0712
 RL0712  HISTORY     - Date     Condition        Report By
 RL0712  HISTORY     - 1948     MONUMENTED       CGS
 RL0712  HISTORY     - 1985     GOOD             NGS
 RL0712  HISTORY     - 1987     GOOD             USPSQD
 RL0712  HISTORY     - 19960626 GOOD             USPSQD
 RL0712  HISTORY     - 20010615 GOOD             USPSQD
 RL0712  HISTORY     - 20040809 GOOD             USPSQD
 RL0712
 RL0712                          STATION DESCRIPTION
 RL0712
 RL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0712'1 MI E FROM TOPAZ.
 RL0712'ABOUT 1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0712'RALWAY FROM THE SCHOOL AT TOPAZ, ABOUT 2.45 MILES WEST OF
 RL0712'MATCHWOOD, AT THE T JUNCTION OF A GRAVEL ROAD NORTH ON STATE
 RL0712'HIGHWAY 28 WHICH PARALLELS THE TRACK, ABOUT 0.1 MILE WEST OF A
 RL0712'FARM HOUSE ON NORTH SIDE OF HIGHWAY, 171 FEET NORTHWEST AND
 RL0712'ACROSS THE HIGHWAY FROM TELEPHONE POLE 4473, 167 FEET NORTH
 RL0712'AND ACROSS THE HIGHWAY FROM THE NORTH RAIL OF THE TRACK, 59
 RL0712'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET WEST OF
 RL0712'THE CENTER LINE OF THE ROAD NORTH, 3 FEET SOUTHWEST OF A FENCE
 RL0712'CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 RL0712'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0712
 RL0712                          STATION RECOVERY (1985)
 RL0712
 RL0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0712'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.5 KM
 RL0712'(13.35 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0712'HIGHWAY 45 IN BRUCE CROSSING, 18.0 M (59.1 FT) NORTHEAST OF THE
 RL0712'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) NORTHWEST OF THE CENTER OF
 RL0712'KITZMAN ROAD, AND 1.0 M (3.3 FT) WEST OF A FENCE CORNER.
 RL0712'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 RL0712'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 RL0712
 RL0712                          STATION RECOVERY (1987)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0712'RECOVERED IN GOOD CONDITION.
 RL0712
 RL0712                          STATION RECOVERY (1996)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0712'RECOVERED IN GOOD CONDITION.
 RL0712
 RL0712                          STATION RECOVERY (2001)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0712'RECOVERED IN GOOD CONDITION.
 RL0712
 RL0712                          STATION RECOVERY (2004)
 RL0712
 RL0712'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0107 ***********************************************************************
 SG0107  DESIGNATION -  C 148
 SG0107  PID         -  SG0107
 SG0107  STATE/COUNTY-  MI/HOUGHTON
 SG0107  USGS QUAD   -  CHASSELL (1975)
 SG0107
 SG0107                         *CURRENT SURVEY CONTROL
 SG0107  ___________________________________________________________________
 SG0107* NAD 83(1986)-  47 01 30.     (N)    088 35 51.     (W)     SCALED    
 SG0107* NAVD 88     -       261.684  (meters)     858.54   (feet)  ADJUSTED  
 SG0107  ___________________________________________________________________
 SG0107  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 SG0107  DYNAMIC HT  -         261.709 (meters)     858.62  (feet)  COMP
 SG0107  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 SG0107
 SG0107  VERT ORDER  -  SECOND    CLASS 0
 SG0107
 SG0107.The horizontal coordinates were scaled from a topographic map and have
 SG0107.an estimated accuracy of +/- 6 seconds.
 SG0107
 SG0107.The orthometric height was determined by differential leveling
 SG0107.and adjusted by the National Geodetic Survey in June 1991..
 SG0107
 SG0107.The geoid height was determined by GEOID03.
 SG0107
 SG0107.The dynamic height is computed by dividing the NAVD 88
 SG0107.geopotential number by the normal gravity value computed on the
 SG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0107.degrees latitude (g = 980.6199 gals.).
 SG0107
 SG0107.The modeled gravity was interpolated from observed gravity values.
 SG0107
 SG0107;                    North         East    Units  Estimated Accuracy
 SG0107;SPC MI N     -   250,380.    7,878,570.      MT  (+/- 180 meters Scaled)
 SG0107
 SG0107                          SUPERSEDED SURVEY CONTROL
 SG0107
 SG0107  NGVD 29 (??/??/92)  261.677  (m)          858.52   (f) ADJ UNCH    2 0
 SG0107
 SG0107.Superseded values are not recommended for survey control.
 SG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0107.See file dsdata.txt to determine how the superseded data were derived.
 SG0107
 SG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT786091(NAD 83)
 SG0107_MARKER: DB = BENCH MARK DISK
 SG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0107_STAMPING: C 148 1948
 SG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0107+STABILITY: SURFACE MOTION
 SG0107
 SG0107  HISTORY     - Date     Condition        Report By
 SG0107  HISTORY     - 1948     MONUMENTED       CGS
 SG0107
 SG0107                          STATION DESCRIPTION
 SG0107
 SG0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0107'3.6 MI W FROM CHASSELL.
 SG0107'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 SG0107'AT CHASSELL, THENCE ABOUT 3.4 MILES WEST ALONG A BLACK TOP
 SG0107'ROAD, ABOUT 0.4 MILE WEST OF THE JUNCTION OF A ROAD NORTH,
 SG0107'AT THE JUNCTION OF A DRIVE NORTH TO A FARM HOUSE, 33 FEET
 SG0107'SOUTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH THE PROLONGED
 SG0107'CENTER LINE OF THE DRIVE NORTH, 27 FEET WEST OF A FENCE CORNER,
 SG0107'5 FEET WEST OF POWER POLE NO. 6096, 1 FOOT NORTH OF THE FENCE
 SG0107'LINE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 SG0107'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 SG0107'6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE SOUTH RANGE STATE
 SG0107'BANK BUILDING AT SOUTH RANGE BY GOING ABOUT 3.95 MILES
 SG0107'SOUTH ALONG A ROAD LEADING TO TAPIOLA, THENCE ABOUT 0.85
 SG0107'MILE EAST ALONG A BLACK TOP ROAD LEADING TO CHASSELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0556 ***********************************************************************
 RL0556  DESIGNATION -  C 149
 RL0556  PID         -  RL0556
 RL0556  STATE/COUNTY-  MI/HOUGHTON
 RL0556  USGS QUAD   -  PINE LAKE (1984)
 RL0556
 RL0556                         *CURRENT SURVEY CONTROL
 RL0556  ___________________________________________________________________
 RL0556* NAD 83(1986)-  46 53 16.     (N)    088 38 11.     (W)     SCALED    
 RL0556* NAVD 88     -       252.190  (meters)     827.39   (feet)  ADJUSTED  
 RL0556  ___________________________________________________________________
 RL0556  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 RL0556  DYNAMIC HT  -         252.207 (meters)     827.45  (feet)  COMP
 RL0556  MODELED GRAV-     980,676.0   (mgal)                       NAVD 88
 RL0556
 RL0556  VERT ORDER  -  SECOND    CLASS 0
 RL0556
 RL0556.The horizontal coordinates were scaled from a topographic map and have
 RL0556.an estimated accuracy of +/- 6 seconds.
 RL0556
 RL0556.The orthometric height was determined by differential leveling
 RL0556.and adjusted by the National Geodetic Survey in June 1991..
 RL0556
 RL0556.The geoid height was determined by GEOID03.
 RL0556
 RL0556.The dynamic height is computed by dividing the NAVD 88
 RL0556.geopotential number by the normal gravity value computed on the
 RL0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0556.degrees latitude (g = 980.6199 gals.).
 RL0556
 RL0556.The modeled gravity was interpolated from observed gravity values.
 RL0556
 RL0556;                    North         East    Units  Estimated Accuracy
 RL0556;SPC MI N     -   235,190.    7,875,300.      MT  (+/- 180 meters Scaled)
 RL0556
 RL0556                          SUPERSEDED SURVEY CONTROL
 RL0556
 RL0556  NGVD 29 (??/??/92)  252.177  (m)          827.35   (f) ADJ UNCH    2 0
 RL0556
 RL0556.Superseded values are not recommended for survey control.
 RL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0556.See file dsdata.txt to determine how the superseded data were derived.
 RL0556
 RL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS753939(NAD 83)
 RL0556_MARKER: DB = BENCH MARK DISK
 RL0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0556_STAMPING: C 149 1948
 RL0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0556+STABILITY: SURFACE MOTION
 RL0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0556+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 RL0556
 RL0556  HISTORY     - Date     Condition        Report By
 RL0556  HISTORY     - 1948     MONUMENTED       CGS
 RL0556  HISTORY     - 20040418 GOOD             GEOCAC
 RL0556
 RL0556                          STATION DESCRIPTION
 RL0556
 RL0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0556'1 MI N FROM ELO.
 RL0556'1.05 MILES NORTH ALONG A GRAVEL ROAD FROM THE COMMUNITY BUILDING
 RL0556'AT ELO, AT THE ELO CEMETERY AND AT A CROSS ROAD, 55 FEET SOUTHWEST
 RL0556'OF THE CENTER LINE OF THE INTERSECTION, 92 FEET NORTHWEST AND
 RL0556'ACROSS THE ROAD FROM THE MAIN ENTRANCE TO THE CEMETERY, 7 FEET
 RL0556'NORTH OF THE NORTHEAST CORNER OF A GARAGE, 7 FEET EAST OF A
 RL0556'FENCE LINE, 16 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 3 FEET
 RL0556'WEST OF A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0556'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0556'POST PROJECTING 6 INCHES.
 RL0556
 RL0556                          STATION RECOVERY (2004)
 RL0556
 RL0556'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0556'LOCATED AT THE INTERSECTION OF TAPIOLA ROAD AND AUTIO ROAD, 40 FT
 RL0556'SOUTH OF THE C/L AUTIO ROAD AND 34 FT WEST OF THE C/L OF THE MAIN
 RL0556'ROAD.
 RL0556' 
 RL0556' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0244 ***********************************************************************
 PL0244  DESIGNATION -  C 15
 PL0244  PID         -  PL0244
 PL0244  STATE/COUNTY-  MI/OSCEOLA
 PL0244  USGS QUAD   -  
 PL0244
 PL0244                         *CURRENT SURVEY CONTROL
 PL0244  ___________________________________________________________________
 PL0244* NAD 83(1986)-  44 04 35.     (N)    085 27 03.     (W)     SCALED    
 PL0244* NAVD 88     -       380.823  (meters)    1249.42   (feet)  ADJUSTED  
 PL0244  ___________________________________________________________________
 PL0244  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 PL0244  DYNAMIC HT  -         380.765 (meters)    1249.23  (feet)  COMP
 PL0244  MODELED GRAV-     980,453.9   (mgal)                       NAVD 88
 PL0244
 PL0244  VERT ORDER  -  FIRST     CLASS II
 PL0244
 PL0244.The horizontal coordinates were scaled from a topographic map and have
 PL0244.an estimated accuracy of +/- 6 seconds.
 PL0244
 PL0244.The orthometric height was determined by differential leveling
 PL0244.and adjusted by the National Geodetic Survey in June 1991..
 PL0244
 PL0244.The geoid height was determined by GEOID03.
 PL0244
 PL0244.The dynamic height is computed by dividing the NAVD 88
 PL0244.geopotential number by the normal gravity value computed on the
 PL0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0244.degrees latitude (g = 980.6199 gals.).
 PL0244
 PL0244.The modeled gravity was interpolated from observed gravity values.
 PL0244
 PL0244;                    North         East    Units  Estimated Accuracy
 PL0244;SPC MI C     -    85,000.    5,913,160.      MT  (+/- 180 meters Scaled)
 PL0244
 PL0244                          SUPERSEDED SURVEY CONTROL
 PL0244
 PL0244  NGVD 29 (??/??/92)  380.917  (m)         1249.73   (f) ADJ UNCH    1 2
 PL0244
 PL0244.Superseded values are not recommended for survey control.
 PL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0244.See file dsdata.txt to determine how the superseded data were derived.
 PL0244
 PL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP240815(NAD 83)
 PL0244_MARKER: DB = BENCH MARK DISK
 PL0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0244_SP_SET: MILEPOST
 PL0244_STAMPING: 318
 PL0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0244
 PL0244  HISTORY     - Date     Condition        Report By
 PL0244  HISTORY     - UNK      MONUMENTED       CGS
 PL0244  HISTORY     - 1934     GOOD             NGS
 PL0244  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0244
 PL0244                          STATION DESCRIPTION
 PL0244
 PL0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0244'1.8 MI S FROM TUSTIN.
 PL0244'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0244'STATION AT TUSTIN, AT MILEPOST 318, AND 7.9 FEET EAST OF THE
 PL0244'EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL PROJECTING
 PL0244'1 FOOT ABOVE GROUND AND STAMPED 318.
 PL0244
 PL0244                          STATION RECOVERY (2001)
 PL0244
 PL0244'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0056 ***********************************************************************
 NE0056  DESIGNATION -  C 15 USLS
 NE0056  PID         -  NE0056
 NE0056  STATE/COUNTY-  MI/ST CLAIR
 NE0056  USGS QUAD   -  PORT HURON (1991)
 NE0056
 NE0056                         *CURRENT SURVEY CONTROL
 NE0056  ___________________________________________________________________
 NE0056* NAD 83(1986)-  42 57 14.     (N)    082 25 54.     (W)     SCALED    
 NE0056* NAVD 88     -       183.017  (meters)     600.45   (feet)  ADJUSTED  
 NE0056  ___________________________________________________________________
 NE0056  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0056  DYNAMIC HT  -         182.971 (meters)     600.30  (feet)  COMP
 NE0056  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 NE0056
 NE0056  VERT ORDER  -  FIRST     CLASS 0
 NE0056
 NE0056.The horizontal coordinates were scaled from a topographic map and have
 NE0056.an estimated accuracy of +/- 6 seconds.
 NE0056
 NE0056.The orthometric height was determined by differential leveling
 NE0056.and adjusted by the National Geodetic Survey in June 1991..
 NE0056.WARNING-Repeat measurements at this control monument indicate possible
 NE0056.vertical movement.
 NE0056
 NE0056.The geoid height was determined by GEOID03.
 NE0056
 NE0056.The dynamic height is computed by dividing the NAVD 88
 NE0056.geopotential number by the normal gravity value computed on the
 NE0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0056.degrees latitude (g = 980.6199 gals.).
 NE0056
 NE0056.The modeled gravity was interpolated from observed gravity values.
 NE0056
 NE0056;                    North         East    Units  Estimated Accuracy
 NE0056;SPC MI S     -   163,310.    4,157,870.      MT  (+/- 180 meters Scaled)
 NE0056
 NE0056                          SUPERSEDED SURVEY CONTROL
 NE0056
 NE0056  NGVD 29 (??/??/??)  183.135  (m)          600.84   (f) ADJUSTED    1 0
 NE0056
 NE0056.Superseded values are not recommended for survey control.
 NE0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0056.See file dsdata.txt to determine how the superseded data were derived.
 NE0056
 NE0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH832566(NAD 83)
 NE0056_MARKER: DD = SURVEY DISK
 NE0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0056_SP_SET: STONE
 NE0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0056+STABILITY: SURFACE MOTION
 NE0056
 NE0056  HISTORY     - Date     Condition        Report By
 NE0056  HISTORY     - 1929     MONUMENTED       USLS
 NE0056  HISTORY     - 1970     GOOD             USLS
 NE0056  HISTORY     - 1980     GOOD             NGS
 NE0056  HISTORY     - 1984     GOOD             USPSQD
 NE0056  HISTORY     - 19940514 GOOD             USPSQD
 NE0056  HISTORY     - 20020505 GOOD             USPSQD
 NE0056
 NE0056                          STATION DESCRIPTION
 NE0056
 NE0056'DESCRIBED BY US LAKE SURVEY 1970
 NE0056'AT PORT HURON.
 NE0056'C-15 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON THE
 NE0056'SOUTHEAST SIDE OF MILITARY STREET, OPPOSITE THE END OF TENTH
 NE0056'STREET, ON MILITARY STREET FACE OF COBBLESTONE PORCH OF RESIDENCE
 NE0056'AT 2664, 1.2 FEET FROM NORTH CORNER OF THE PORCH, 2-3/4 FEET
 NE0056'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 NE0056'DISC SET INTO MORTAR BETWEEN THE STONES.  NOTE-- PREV. DESGI.
 NE0056'BM C 15 1929
 NE0056
 NE0056                          STATION RECOVERY (1980)
 NE0056
 NE0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0056'IN PORT HURON, AT THE JUNCTION OF 10 TH STREET AND STATE HIGHWAY 25
 NE0056'(MILITARY STREET), SET VERTICALLY 2.5 FEET ABOVE THE GROUND IN THE
 NE0056'NORTHWEST FACE OF THE NORTHEAST STONE COLUMN OF THE FRONT PORCH OF
 NE0056'HOUSE NUMBER 2664 MILITARY STREET (HIGHWAY 25), DIRECTLY ACROSS THE
 NE0056'HIGHWAY FROM THE JUNCTION OF 10 TH STREET, 0.36 METER (1.2 FEET)
 NE0056'SOUTHWEST OF THE NORTH CORNER OF THE NORTHEAST COLUMN OF THE PORCH.
 NE0056
 NE0056                          STATION RECOVERY (1984)
 NE0056
 NE0056'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0056'RECOVERED IN GOOD CONDITION.
 NE0056
 NE0056                          STATION RECOVERY (1994)
 NE0056
 NE0056'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0056'RECOVERED IN GOOD CONDITION.
 NE0056
 NE0056                          STATION RECOVERY (2002)
 NE0056
 NE0056'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0340 ***********************************************************************
 RK0340  DESIGNATION -  C 150
 RK0340  PID         -  RK0340
 RK0340  STATE/COUNTY-  MI/MARQUETTE
 RK0340  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0340
 RK0340                         *CURRENT SURVEY CONTROL
 RK0340  ___________________________________________________________________
 RK0340* NAD 83(1986)-  46 36 33.     (N)    087 42 18.     (W)     SCALED    
 RK0340* NAVD 88     -       422.977  (meters)    1387.72   (feet)  ADJUSTED  
 RK0340  ___________________________________________________________________
 RK0340  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 RK0340  DYNAMIC HT  -         423.007 (meters)    1387.82  (feet)  COMP
 RK0340  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 RK0340
 RK0340  VERT ORDER  -  SECOND    CLASS 0
 RK0340
 RK0340.The horizontal coordinates were scaled from a topographic map and have
 RK0340.an estimated accuracy of +/- 6 seconds.
 RK0340
 RK0340.The orthometric height was determined by differential leveling
 RK0340.and adjusted by the National Geodetic Survey in June 1991..
 RK0340
 RK0340.The geoid height was determined by GEOID03.
 RK0340
 RK0340.The dynamic height is computed by dividing the NAVD 88
 RK0340.geopotential number by the normal gravity value computed on the
 RK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0340.degrees latitude (g = 980.6199 gals.).
 RK0340
 RK0340.The modeled gravity was interpolated from observed gravity values.
 RK0340
 RK0340;                    North         East    Units  Estimated Accuracy
 RK0340;SPC MI N     -   203,170.    7,946,000.      MT  (+/- 180 meters Scaled)
 RK0340
 RK0340                          SUPERSEDED SURVEY CONTROL
 RK0340
 RK0340  NGVD 29 (??/??/92)  422.931  (m)         1387.57   (f) ADJ UNCH    2 0
 RK0340
 RK0340.Superseded values are not recommended for survey control.
 RK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0340.See file dsdata.txt to determine how the superseded data were derived.
 RK0340
 RK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS460619(NAD 83)
 RK0340_MARKER: DB = BENCH MARK DISK
 RK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0340_STAMPING: C 150 1948
 RK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0340+STABILITY: SURFACE MOTION
 RK0340
 RK0340  HISTORY     - Date     Condition        Report By
 RK0340  HISTORY     - 1948     MONUMENTED       CGS
 RK0340  HISTORY     - 1985     GOOD             NGS
 RK0340
 RK0340                          STATION DESCRIPTION
 RK0340
 RK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0340'24.8 MI NW FROM MARQUETTE.
 RK0340'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0340'IN MARQUETTE, THENCE 11.65 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0340'35, THENCE 7.1 MILES SOUTHWEST ALONG A SAND ROAD, 0.9 MILE
 RK0340'SOUTHWEST OF A BRIDGE OVER DEER CREEK, 0.15 MILE WEST OF A BRIDGE
 RK0340'OVER A CREEK (PROBABLY BOISE CREEK), SLIGHTLY EAST OF THE
 RK0340'SUMMIT OF A HIGH SANDY BLUFF OVERLOOKING DEAD RIVER BASIN, 12
 RK0340'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST OF
 RK0340'A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND
 RK0340'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  THIS MARK
 RK0340'MAY ALSO BE REACHED FROM THE INTERSECTION OF NORTH SECOND STREET
 RK0340'AND U.S. HIGHWAY 41 IN ISHPEMING BY GOING 8.8 MILES NORTHWEST
 RK0340'ALONG A BLACK TOP ROAD, THENCE 6.55 MILES NORTHWEST ALONG A
 RK0340'GRAVEL ROAD, THENCE 4.3 MILES SOUTHEAST ALONG A SAND ROAD LEADING
 RK0340'AROUND THE NORTHEAST SIDE OF DEAD RIVER STORAGE BASIN TO THE
 RK0340'SITE OF THE MARK.
 RK0340
 RK0340                          STATION RECOVERY (1985)
 RK0340
 RK0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0565 ***********************************************************************
 RL0565  DESIGNATION -  C 151
 RL0565  PID         -  RL0565
 RL0565  STATE/COUNTY-  MI/BARAGA
 RL0565  USGS QUAD   -  PELKIE (1985)
 RL0565
 RL0565                         *CURRENT SURVEY CONTROL
 RL0565  ___________________________________________________________________
 RL0565* NAD 83(1986)-  46 46 47.     (N)    088 39 24.     (W)     SCALED    
 RL0565* NAVD 88     -       226.472  (meters)     743.02   (feet)  ADJUSTED  
 RL0565  ___________________________________________________________________
 RL0565  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 RL0565  DYNAMIC HT  -         226.487 (meters)     743.07  (feet)  COMP
 RL0565  MODELED GRAV-     980,673.4   (mgal)                       NAVD 88
 RL0565
 RL0565  VERT ORDER  -  SECOND    CLASS 0
 RL0565
 RL0565.The horizontal coordinates were scaled from a topographic map and have
 RL0565.an estimated accuracy of +/- 6 seconds.
 RL0565
 RL0565.The orthometric height was determined by differential leveling
 RL0565.and adjusted by the National Geodetic Survey in June 1991..
 RL0565
 RL0565.The geoid height was determined by GEOID03.
 RL0565
 RL0565.The dynamic height is computed by dividing the NAVD 88
 RL0565.geopotential number by the normal gravity value computed on the
 RL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0565.degrees latitude (g = 980.6199 gals.).
 RL0565
 RL0565.The modeled gravity was interpolated from observed gravity values.
 RL0565
 RL0565;                    North         East    Units  Estimated Accuracy
 RL0565;SPC MI N     -   223,210.    7,873,500.      MT  (+/- 180 meters Scaled)
 RL0565
 RL0565                          SUPERSEDED SURVEY CONTROL
 RL0565
 RL0565  NGVD 29 (??/??/92)  226.459  (m)          742.97   (f) ADJ UNCH    2 0
 RL0565
 RL0565.Superseded values are not recommended for survey control.
 RL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0565.See file dsdata.txt to determine how the superseded data were derived.
 RL0565
 RL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS735820(NAD 83)
 RL0565_MARKER: DB = BENCH MARK DISK
 RL0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0565_STAMPING: C 151 1948
 RL0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0565+STABILITY: SURFACE MOTION
 RL0565
 RL0565  HISTORY     - Date     Condition        Report By
 RL0565  HISTORY     - 1948     MONUMENTED       CGS
 RL0565
 RL0565                          STATION DESCRIPTION
 RL0565
 RL0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0565'3.6 MI SW FROM PELKIE.
 RL0565'3.65 MILES SOUTH AND WEST ALONG A GRAVEL ROAD FROM THE SCHOOL
 RL0565'AT PELKIE, ABOUT 0.5 MILE SOUTH OF A CURVE IN THE ROAD WITH
 RL0565'TANGENTS SOUTH AND EAST, AT THE JUNCTION OF A ROAD WEST
 RL0565'WITH HOUSE IN SOUTHWEST CORNER OF JUNCTION, 33 FEET
 RL0565'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 29 FEET
 RL0565'EAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH-NORTHEAST
 RL0565'OF A FENCE CORNER, 6 FEET EAST OF A FENCE LINE, 8 FEET
 RL0565'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 16-INCH ASPEN TREE,
 RL0565'10 FEET SOUTHWEST OF A TRIANGULAR BLAZED 11-INCH ASPEN TREE,
 RL0565'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0565'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0565'3 INCHES.  MARK MAY BE REACHED FROM THE SCHOOL AT BARAGA, BARAGA
 RL0565'COUNTY BY GOING ABOUT 8.65 MILES WEST ALONG STATE HIGHWAY 35,
 RL0565'THENCE ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0616 ***********************************************************************
 RL0616  DESIGNATION -  C 152
 RL0616  PID         -  RL0616
 RL0616  STATE/COUNTY-  MI/HOUGHTON
 RL0616  USGS QUAD   -  
 RL0616
 RL0616                         *CURRENT SURVEY CONTROL
 RL0616  ___________________________________________________________________
 RL0616* NAD 83(1986)-  46 48 32.     (N)    088 49 37.     (W)     SCALED    
 RL0616* NAVD 88     -       333.740  (meters)    1094.95   (feet)  ADJUSTED  
 RL0616  ___________________________________________________________________
 RL0616  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 RL0616  DYNAMIC HT  -         333.760 (meters)    1095.01  (feet)  COMP
 RL0616  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RL0616
 RL0616  VERT ORDER  -  SECOND    CLASS 0
 RL0616
 RL0616.The horizontal coordinates were scaled from a topographic map and have
 RL0616.an estimated accuracy of +/- 6 seconds.
 RL0616
 RL0616.The orthometric height was determined by differential leveling
 RL0616.and adjusted by the National Geodetic Survey in June 1991..
 RL0616
 RL0616.The geoid height was determined by GEOID03.
 RL0616
 RL0616.The dynamic height is computed by dividing the NAVD 88
 RL0616.geopotential number by the normal gravity value computed on the
 RL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0616.degrees latitude (g = 980.6199 gals.).
 RL0616
 RL0616.The modeled gravity was interpolated from observed gravity values.
 RL0616
 RL0616;                    North         East    Units  Estimated Accuracy
 RL0616;SPC MI N     -   226,740.    7,860,580.      MT  (+/- 180 meters Scaled)
 RL0616
 RL0616                          SUPERSEDED SURVEY CONTROL
 RL0616
 RL0616  NGVD 29 (??/??/92)  333.722  (m)         1094.89   (f) ADJ UNCH    2 0
 RL0616
 RL0616.Superseded values are not recommended for survey control.
 RL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0616.See file dsdata.txt to determine how the superseded data were derived.
 RL0616
 RL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS606855(NAD 83)
 RL0616_MARKER: DB = BENCH MARK DISK
 RL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0616_STAMPING: C 152 1948
 RL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0616+STABILITY: SURFACE MOTION
 RL0616
 RL0616  HISTORY     - Date     Condition        Report By
 RL0616  HISTORY     - 1948     MONUMENTED       CGS
 RL0616
 RL0616                          STATION DESCRIPTION
 RL0616
 RL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0616'4.7 MI NW FROM NISULA.
 RL0616'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0616'CEMETERY, THENCE ABOUT 4.3 MILES NORTHWEST ALONG THE WINONA
 RL0616'ROAD, ABOUT 0.3 MILE WEST OF A DIM ROAD SOUTH, ABOUT 0.15 MILE
 RL0616'WEST OF A DIM ROAD SOUTHEAST, AT THE JUNCTION OF A DIM ROAD
 RL0616'NORTH, 40 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 29 FEET
 RL0616'NORTH OF THE CENTER LINE OF THE ROAD, 29 FEET WEST OF THE
 RL0616'CENTER LINE OF THE DIM ROAD NORTH, 2 1/2 FEET NORTHEAST OF A
 RL0616'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE
 RL0616'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0498 ***********************************************************************
 RL0498  DESIGNATION -  C 153
 RL0498  PID         -  RL0498
 RL0498  STATE/COUNTY-  MI/HOUGHTON
 RL0498  USGS QUAD   -  DONKEN (1982)
 RL0498
 RL0498                         *CURRENT SURVEY CONTROL
 RL0498  ___________________________________________________________________
 RL0498* NAD 83(1986)-  46 55 24.     (N)    088 48 40.     (W)     SCALED    
 RL0498* NAVD 88     -       385.132  (meters)    1263.55   (feet)  ADJUSTED  
 RL0498  ___________________________________________________________________
 RL0498  GEOID HEIGHT-         -32.86  (meters)                     GEOID03
 RL0498  DYNAMIC HT  -         385.171 (meters)    1263.68  (feet)  COMP
 RL0498  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 RL0498
 RL0498  VERT ORDER  -  FIRST     CLASS II
 RL0498
 RL0498.The horizontal coordinates were scaled from a topographic map and have
 RL0498.an estimated accuracy of +/- 6 seconds.
 RL0498
 RL0498.The orthometric height was determined by differential leveling
 RL0498.and adjusted by the National Geodetic Survey in June 1991..
 RL0498
 RL0498.The geoid height was determined by GEOID03.
 RL0498
 RL0498.The dynamic height is computed by dividing the NAVD 88
 RL0498.geopotential number by the normal gravity value computed on the
 RL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0498.degrees latitude (g = 980.6199 gals.).
 RL0498
 RL0498.The modeled gravity was interpolated from observed gravity values.
 RL0498
 RL0498;                    North         East    Units  Estimated Accuracy
 RL0498;SPC MI N     -   239,430.    7,862,070.      MT  (+/- 180 meters Scaled)
 RL0498
 RL0498                          SUPERSEDED SURVEY CONTROL
 RL0498
 RL0498  NGVD 29 (??/??/92)  385.121  (m)         1263.52   (f) ADJ UNCH    1 2
 RL0498
 RL0498.Superseded values are not recommended for survey control.
 RL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0498.See file dsdata.txt to determine how the superseded data were derived.
 RL0498
 RL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS621982(NAD 83)
 RL0498_MARKER: DB = BENCH MARK DISK
 RL0498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0498_SP_SET: CULVERT HEADWALL
 RL0498_STAMPING: C 153 1948
 RL0498_MARK LOGO: CGS   
 RL0498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0498+STABILITY: SURFACE MOTION
 RL0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0498+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1996
 RL0498
 RL0498  HISTORY     - Date     Condition        Report By
 RL0498  HISTORY     - 1948     MONUMENTED       CGS
 RL0498  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0498  HISTORY     - 19960710 GOOD             MIDT
 RL0498
 RL0498                          STATION DESCRIPTION
 RL0498
 RL0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0498'3.8 MI NE FROM LAKE ROLAND.
 RL0498'3.75 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0498'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, ABOUT 1.65
 RL0498'MILES SOUTHWEST OF THE CHURCH AND ROAD JUNCTION AT DONKEN, ABOUT
 RL0498'0.75 MILE SOUTHWEST OF THE NORTH BOUNDARY OF THE BARAGA STATE
 RL0498'FOREST, ABOUT 0.5 MILE NORTHEAST OF A ROAD WEST, SET IN THE TOP
 RL0498'OF THE WEST END OF THE SOUTH ABUTMENT OF AN 8-FOOT CONCRETE
 RL0498'BRIDGE, 26 FEET WEST OF AND ABOUT 3 1/2 FEET BELOW THE CENTER
 RL0498'LINE OF THE HIGHWAY.
 RL0498
 RL0498                          STATION RECOVERY (1977)
 RL0498
 RL0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0498'MARK NOT FOUND.
 RL0498
 RL0498                          STATION RECOVERY (1996)
 RL0498
 RL0498'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0498'STATION IS LOCATED ABOUT 6 KM (3.70 MI) NORTHEAST ALONG STATE HIGHWAY
 RL0498'M-26 FROM THE JUNCTION OF LAKE EMILY ROAD/POYHONEN ROAD (AKA - THE
 RL0498'CROSSROADS - IN THE 1948 DESCRIPTION) AT TWIN LAKES, ABOUT 5.12 KM
 RL0498'(3.20 MI) NORTHEAST ALONG M-26 FROM THE ENTRANCE TO THE TWIN LAKES
 RL0498'STATE PARK CAMGROUNDS.  TO REACH FROM THE JUNCTION OF M-26 AND LAKE
 RL0498'EMILY ROAD/POYHONEN RD GO NORTHEAST ALONG M-26 5.96 KM (3.70 MI) TO A
 RL0498'GUARD RAIL SECTION AND THE STATION ON THE LEFT ABOUT 1.9 M (6.2 FT)
 RL0498'BELOW THE HIGHWAY.  STATION IS SET IN THE TOP OF THE NORTHWEST CORNER
 RL0498'OF THE SOUTHWEST WINGWALL (ADJACENT TO THE CREEK) OF AN 2.4384 M
 RL0498'(8.0000 FT) CONCRETE SLAB CULVERT, 2.3 M (7.5 FT) WEST OF THE BACK OF
 RL0498'THE HIGHWAY GUARD RAIL, 1.5 M (4.9 FT) WEST OF A CARSONITE WITNESS
 RL0498'POST AND ABOUT 1.9 M (6.2 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0627 ***********************************************************************
 RL0627  DESIGNATION -  C 154
 RL0627  PID         -  RL0627
 RL0627  STATE/COUNTY-  MI/HOUGHTON
 RL0627  USGS QUAD   -  
 RL0627
 RL0627                         *CURRENT SURVEY CONTROL
 RL0627  ___________________________________________________________________
 RL0627* NAD 83(1986)-  46 40 12.     (N)    088 47 46.     (W)     SCALED    
 RL0627* NAVD 88     -       353.378  (meters)    1159.37   (feet)  ADJUSTED  
 RL0627  ___________________________________________________________________
 RL0627  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 RL0627  DYNAMIC HT  -         353.395 (meters)    1159.43  (feet)  COMP
 RL0627  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RL0627
 RL0627  VERT ORDER  -  SECOND    CLASS 0
 RL0627
 RL0627.The horizontal coordinates were scaled from a topographic map and have
 RL0627.an estimated accuracy of +/- 6 seconds.
 RL0627
 RL0627.The orthometric height was determined by differential leveling
 RL0627.and adjusted by the National Geodetic Survey in June 1991..
 RL0627
 RL0627.The geoid height was determined by GEOID03.
 RL0627
 RL0627.The dynamic height is computed by dividing the NAVD 88
 RL0627.geopotential number by the normal gravity value computed on the
 RL0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0627.degrees latitude (g = 980.6199 gals.).
 RL0627
 RL0627.The modeled gravity was interpolated from observed gravity values.
 RL0627
 RL0627;                    North         East    Units  Estimated Accuracy
 RL0627;SPC MI N     -   211,250.    7,862,580.      MT  (+/- 180 meters Scaled)
 RL0627
 RL0627                          SUPERSEDED SURVEY CONTROL
 RL0627
 RL0627  NGVD 29 (??/??/92)  353.367  (m)         1159.34   (f) ADJ UNCH    2 0
 RL0627
 RL0627.Superseded values are not recommended for survey control.
 RL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0627.See file dsdata.txt to determine how the superseded data were derived.
 RL0627
 RL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS626700(NAD 83)
 RL0627_MARKER: DB = BENCH MARK DISK
 RL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0627_STAMPING: C 154 1948
 RL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0627+STABILITY: SURFACE MOTION
 RL0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0627+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 RL0627
 RL0627  HISTORY     - Date     Condition        Report By
 RL0627  HISTORY     - 1948     MONUMENTED       CGS
 RL0627  HISTORY     - 20040522 GOOD             GEOCAC
 RL0627
 RL0627                          STATION DESCRIPTION
 RL0627
 RL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0627'8.1 MI S FROM ALSTON.
 RL0627'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0627'THENCE ABOUT 5.95 MILES SOUTH ALONG A GRAVEL ROAD, THENCE
 RL0627'ABOUT 1.1 MILES WEST AND ABOUT 1.0 MILE SOUTH ALONG GRAVEL
 RL0627'ROADS, ABOUT 2.0 MILES NORTH OF A BRIDGE OVER CYPRESS CREEK,
 RL0627'25 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF A
 RL0627'TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 11 FEET WEST OF A LONE
 RL0627'TRIANGULAR BLAZED 35-INCH ELM TREE, 1 1/2 FEET NORTH OF A WHITE
 RL0627'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 RL0627'OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RL0627
 RL0627                          STATION RECOVERY (2004)
 RL0627
 RL0627'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0627'NAD 83 -  46 40 12.3 (N) -  088 47 46.8 (W) GARMIN GPS V
 RL0627' 
 RL0627'MARK IN LOCATED ALONG SOUTH LAIRD ROAD.   1 FT EAST OF MWP+SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0331 ***********************************************************************
 RK0331  DESIGNATION -  C 155
 RK0331  PID         -  RK0331
 RK0331  STATE/COUNTY-  MI/MARQUETTE
 RK0331  USGS QUAD   -  DIORITE (1975)
 RK0331
 RK0331                         *CURRENT SURVEY CONTROL
 RK0331  ___________________________________________________________________
 RK0331* NAD 83(1986)-  46 35 12.     (N)    087 45 07.     (W)     SCALED    
 RK0331* NAVD 88     -       421.703  (meters)    1383.54   (feet)  ADJUSTED  
 RK0331  ___________________________________________________________________
 RK0331  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 RK0331  DYNAMIC HT  -         421.725 (meters)    1383.61  (feet)  COMP
 RK0331  MODELED GRAV-     980,654.0   (mgal)                       NAVD 88
 RK0331
 RK0331  VERT ORDER  -  SECOND    CLASS 0
 RK0331
 RK0331.The horizontal coordinates were scaled from a topographic map and have
 RK0331.an estimated accuracy of +/- 6 seconds.
 RK0331
 RK0331.The orthometric height was determined by differential leveling
 RK0331.and adjusted by the National Geodetic Survey in June 1991..
 RK0331
 RK0331.The geoid height was determined by GEOID03.
 RK0331
 RK0331.The dynamic height is computed by dividing the NAVD 88
 RK0331.geopotential number by the normal gravity value computed on the
 RK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0331.degrees latitude (g = 980.6199 gals.).
 RK0331
 RK0331.The modeled gravity was interpolated from observed gravity values.
 RK0331
 RK0331;                    North         East    Units  Estimated Accuracy
 RK0331;SPC MI N     -   200,710.    7,942,380.      MT  (+/- 180 meters Scaled)
 RK0331
 RK0331                          SUPERSEDED SURVEY CONTROL
 RK0331
 RK0331  NGVD 29 (??/??/92)  421.650  (m)         1383.36   (f) ADJ UNCH    2 0
 RK0331
 RK0331.Superseded values are not recommended for survey control.
 RK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0331.See file dsdata.txt to determine how the superseded data were derived.
 RK0331
 RK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS423595(NAD 83)
 RK0331_MARKER: DB = BENCH MARK DISK
 RK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0331_STAMPING: C 155 1948
 RK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0331+STABILITY: SURFACE MOTION
 RK0331
 RK0331  HISTORY     - Date     Condition        Report By
 RK0331  HISTORY     - 1948     MONUMENTED       CGS
 RK0331  HISTORY     - 1985     GOOD             NGS
 RK0331
 RK0331                          STATION DESCRIPTION
 RK0331
 RK0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0331'10.6 MI NW FROM ISHPEMING.
 RK0331'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0331'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0331'1.8 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.8 MILE NORTHWEST OF
 RK0331'A SMALL WOODEN BRIDGE, ON THE OUTSIDE OF A LONG SOUTH TO
 RK0331'SOUTHWEST CURVE, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 RK0331'ROAD, 32 FEET NORTHWEST OF A 20-INCH PINE TREE, 6 FEET WEST
 RK0331'OF THE EXTENDED CENTER LINE OF THE SOUTH TANGENT, 2 FEET WEST
 RK0331'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 RK0331'OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 RK0331'INCHES.
 RK0331
 RK0331                          STATION RECOVERY (1985)
 RK0331
 RK0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0293 ***********************************************************************
 RK0293  DESIGNATION -  C 156
 RK0293  PID         -  RK0293
 RK0293  STATE/COUNTY-  MI/MARQUETTE
 RK0293  USGS QUAD   -  NEGAUNEE (1975)
 RK0293
 RK0293                         *CURRENT SURVEY CONTROL
 RK0293  ___________________________________________________________________
 RK0293* NAD 83(1986)-  46 31 54.     (N)    087 33 18.     (W)     SCALED    
 RK0293* NAVD 88     -       430.630  (meters)    1412.83   (feet)  ADJUSTED  
 RK0293  ___________________________________________________________________
 RK0293  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 RK0293  DYNAMIC HT  -         430.659 (meters)    1412.92  (feet)  COMP
 RK0293  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RK0293
 RK0293  VERT ORDER  -  SECOND    CLASS 0
 RK0293
 RK0293.The horizontal coordinates were scaled from a topographic map and have
 RK0293.an estimated accuracy of +/- 6 seconds.
 RK0293
 RK0293.The orthometric height was determined by differential leveling
 RK0293.and adjusted by the National Geodetic Survey in June 1991..
 RK0293
 RK0293.The geoid height was determined by GEOID03.
 RK0293
 RK0293.The dynamic height is computed by dividing the NAVD 88
 RK0293.geopotential number by the normal gravity value computed on the
 RK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0293.degrees latitude (g = 980.6199 gals.).
 RK0293
 RK0293.The modeled gravity was interpolated from observed gravity values.
 RK0293
 RK0293;                    North         East    Units  Estimated Accuracy
 RK0293;SPC MI N     -   194,470.    7,957,430.      MT  (+/- 180 meters Scaled)
 RK0293
 RK0293                          SUPERSEDED SURVEY CONTROL
 RK0293
 RK0293  NGVD 29 (??/??/92)  430.575  (m)         1412.64   (f) ADJ UNCH    2 0
 RK0293
 RK0293.Superseded values are not recommended for survey control.
 RK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0293.See file dsdata.txt to determine how the superseded data were derived.
 RK0293
 RK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS574532(NAD 83)
 RK0293_MARKER: DB = BENCH MARK DISK
 RK0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0293_SP_SET: BUILDING
 RK0293_STAMPING: C 156 1948
 RK0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0293
 RK0293  HISTORY     - Date     Condition        Report By
 RK0293  HISTORY     - 1948     MONUMENTED       CGS
 RK0293  HISTORY     - 1969     GOOD             NGS
 RK0293  HISTORY     - 1985     GOOD             NGS
 RK0293
 RK0293                          STATION DESCRIPTION
 RK0293
 RK0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 RK0293'4 MI NE FROM NEQUANEE.
 RK0293'GO 7.7 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 RK0293'IN MARQUETTE, THENCE 0.15 MILES NORTHWEST TOWARDS THE MARQUETTE
 RK0293'COUNTY AIRPORT, THENCE 0.1 MILE WEST TO A SMALL STONE BLOCK
 RK0293'BUILDING, ABOUT 280 FEET EAST OF THE SOUTHEAST CORNER OF A LARGE
 RK0293'STONE WALLED HANGAR, 27 FEET NORTH OF THE SOUTHEAST CORNER OF
 RK0293'A T HANGAR, INSIDE THE FENCED IN FUEL PUMPING STATION, SET
 RK0293'VERTICALLY IN THE WEST FACE OF THE BUILDING, 0.8 FEET NORTH
 RK0293'OF THE SOUTHWEST CORNER OF THE STONE BLOCK BUILDING, AND ABOUT
 RK0293'1 1/2 FEET ABOVE THE GROUND.
 RK0293
 RK0293                          STATION RECOVERY (1985)
 RK0293
 RK0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0353 ***********************************************************************
 RK0353  DESIGNATION -  C 157
 RK0353  PID         -  RK0353
 RK0353  STATE/COUNTY-  MI/MARQUETTE
 RK0353  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0353
 RK0353                         *CURRENT SURVEY CONTROL
 RK0353  ___________________________________________________________________
 RK0353* NAD 83(1986)-  46 43 12.     (N)    087 38 14.     (W)     SCALED    
 RK0353* NAVD 88     -       254.412  (meters)     834.68   (feet)  ADJUSTED  
 RK0353  ___________________________________________________________________
 RK0353  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0353  DYNAMIC HT  -         254.432 (meters)     834.75  (feet)  COMP
 RK0353  MODELED GRAV-     980,686.3   (mgal)                       NAVD 88
 RK0353
 RK0353  VERT ORDER  -  SECOND    CLASS 0
 RK0353
 RK0353.The horizontal coordinates were scaled from a topographic map and have
 RK0353.an estimated accuracy of +/- 6 seconds.
 RK0353
 RK0353.The orthometric height was determined by differential leveling
 RK0353.and adjusted by the National Geodetic Survey in June 1991..
 RK0353
 RK0353.The geoid height was determined by GEOID03.
 RK0353
 RK0353.The dynamic height is computed by dividing the NAVD 88
 RK0353.geopotential number by the normal gravity value computed on the
 RK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0353.degrees latitude (g = 980.6199 gals.).
 RK0353
 RK0353.The modeled gravity was interpolated from observed gravity values.
 RK0353
 RK0353;                    North         East    Units  Estimated Accuracy
 RK0353;SPC MI N     -   215,450.    7,951,290.      MT  (+/- 180 meters Scaled)
 RK0353
 RK0353                          SUPERSEDED SURVEY CONTROL
 RK0353
 RK0353  NGVD 29 (??/??/92)  254.368  (m)          834.54   (f) ADJ UNCH    2 0
 RK0353
 RK0353.Superseded values are not recommended for survey control.
 RK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0353.See file dsdata.txt to determine how the superseded data were derived.
 RK0353
 RK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS513742(NAD 83)
 RK0353_MARKER: DB = BENCH MARK DISK
 RK0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0353_STAMPING: C 157 1948
 RK0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0353+STABILITY: SURFACE MOTION
 RK0353
 RK0353  HISTORY     - Date     Condition        Report By
 RK0353  HISTORY     - 1948     MONUMENTED       CGS
 RK0353
 RK0353                          STATION DESCRIPTION
 RK0353
 RK0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0353'3.8 MI NW FROM BIRCH.
 RK0353'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0353'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 0.9 MILE
 RK0353'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, SET NEAR THE BREAK
 RK0353'IN GRADE DECENDING SHARPLY NORTHEAST, AT THE NORTHEAST END OF
 RK0353'A 5-FOOT THRU CUT, 35 FEET SOUTHWEST OF THE SOUTHWEST END OF
 RK0353'A 7-FOOT BENCH CUT, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RK0353'ROAD, 205 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 RK0353'DIM TRAIL WEST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RK0353'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RK0353'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0007 ***********************************************************************
 NG0007  DESIGNATION -  C 158
 NG0007  PID         -  NG0007
 NG0007  STATE/COUNTY-  MI/ALLEGAN
 NG0007  USGS QUAD   -  HAMILTON WEST (1981)
 NG0007
 NG0007                         *CURRENT SURVEY CONTROL
 NG0007  ___________________________________________________________________
 NG0007* NAD 83(1986)-  42 42 07.     (N)    086 05 03.     (W)     SCALED    
 NG0007* NAVD 88     -       208.529  (meters)     684.15   (feet)  ADJUSTED  
 NG0007  ___________________________________________________________________
 NG0007  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NG0007  DYNAMIC HT  -         208.476 (meters)     683.98  (feet)  COMP
 NG0007  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 NG0007
 NG0007  VERT ORDER  -  FIRST     CLASS II
 NG0007
 NG0007.The horizontal coordinates were scaled from a topographic map and have
 NG0007.an estimated accuracy of +/- 6 seconds.
 NG0007
 NG0007.The orthometric height was determined by differential leveling
 NG0007.and adjusted by the National Geodetic Survey in June 1991..
 NG0007
 NG0007.The geoid height was determined by GEOID03.
 NG0007
 NG0007.The dynamic height is computed by dividing the NAVD 88
 NG0007.geopotential number by the normal gravity value computed on the
 NG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0007.degrees latitude (g = 980.6199 gals.).
 NG0007
 NG0007.The modeled gravity was interpolated from observed gravity values.
 NG0007
 NG0007;                    North         East    Units  Estimated Accuracy
 NG0007;SPC MI S     -   134,940.    3,859,300.      MT  (+/- 180 meters Scaled)
 NG0007
 NG0007                          SUPERSEDED SURVEY CONTROL
 NG0007
 NG0007  NGVD 29 (??/??/92)  208.668  (m)          684.60   (f) ADJ UNCH    1 2
 NG0007
 NG0007.Superseded values are not recommended for survey control.
 NG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0007.See file dsdata.txt to determine how the superseded data were derived.
 NG0007
 NG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN750281(NAD 83)
 NG0007_MARKER: DB = BENCH MARK DISK
 NG0007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0007_STAMPING: C 158 1948
 NG0007_MARK LOGO: CGS   
 NG0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0007
 NG0007  HISTORY     - Date     Condition        Report By
 NG0007  HISTORY     - 1948     MONUMENTED       CGS
 NG0007  HISTORY     - 1948     GOOD             USPSQD
 NG0007  HISTORY     - 1984     GOOD             NGS
 NG0007  HISTORY     - 1987     GOOD             USPSQD
 NG0007  HISTORY     - 1987     GOOD             USPSQD
 NG0007
 NG0007                          STATION DESCRIPTION
 NG0007
 NG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0007'1.4 MI N FROM EAST SAUGATUCK.
 NG0007'ABOUT 1.4 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NG0007'THE BLACK TOP ROAD CROSSING AT EAST SAUGATUCK, SET IN THE TOP OF
 NG0007'THE EAST END OF THE SOUTH ABUTMENT OF A 30-FOOT RAILWAY BRIDGE
 NG0007'OVER A SMALL STREAM, 3 FEET EAST OF THE EAST RAIL AND ABOUT 6
 NG0007'FEET BELOW THE TRACK.
 NG0007
 NG0007                          STATION RECOVERY (1948)
 NG0007
 NG0007'RECOVERY NOTE BY US POWER SQUADRON 1948 (RBP)
 NG0007'RECOVERED IN GOOD CONDITION.
 NG0007
 NG0007                          STATION RECOVERY (1984)
 NG0007
 NG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0007'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 NG0007'(0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH STREET
 NG0007'IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE STREET,
 NG0007'THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE 0.72 KM
 NG0007'(0.45 MI) EAST ALONG 140TH AVENUE, THENCE 0.1 KM (0.7 MI) SOUTH ALONG
 NG0007'THE CHESAPEAKE AND OHIO RAILROAD TRACK, AT THE SOUTH END OF A 30 FEET
 NG0007'RAILROAD BRIDGE, SET IN TOP OF THE EAST END OF THE SOUTH ABUTMENT,
 NG0007'ABOUT 6 FEET BELOW THE TRACKS, AND 0.9 METER (3.0 FT) EAST OF THE EAST
 NG0007'RAIL.
 NG0007
 NG0007                          STATION RECOVERY (1987)
 NG0007
 NG0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (RB)
 NG0007'RECOVERED IN GOOD CONDITION.
 NG0007
 NG0007                          STATION RECOVERY (1987)
 NG0007
 NG0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (VMR)
 NG0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0910 ***********************************************************************
 NF0910  DESIGNATION -  C 159
 NF0910  PID         -  NF0910
 NF0910  STATE/COUNTY-  MI/ALLEGAN
 NF0910  USGS QUAD   -  WAYLAND (1982)
 NF0910
 NF0910                         *CURRENT SURVEY CONTROL
 NF0910  ___________________________________________________________________
 NF0910* NAD 83(1986)-  42 43 28.     (N)    085 40 42.     (W)     SCALED    
 NF0910* NAVD 88     -       233.914  (meters)     767.43   (feet)  ADJUSTED  
 NF0910  ___________________________________________________________________
 NF0910  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0910  DYNAMIC HT  -         233.849 (meters)     767.22  (feet)  COMP
 NF0910  MODELED GRAV-     980,339.7   (mgal)                       NAVD 88
 NF0910
 NF0910  VERT ORDER  -  SECOND    CLASS 0
 NF0910
 NF0910.The horizontal coordinates were scaled from a topographic map and have
 NF0910.an estimated accuracy of +/- 6 seconds.
 NF0910
 NF0910.The orthometric height was determined by differential leveling
 NF0910.and adjusted by the National Geodetic Survey in June 1991..
 NF0910
 NF0910.The geoid height was determined by GEOID03.
 NF0910
 NF0910.The dynamic height is computed by dividing the NAVD 88
 NF0910.geopotential number by the normal gravity value computed on the
 NF0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0910.degrees latitude (g = 980.6199 gals.).
 NF0910
 NF0910.The modeled gravity was interpolated from observed gravity values.
 NF0910
 NF0910;                    North         East    Units  Estimated Accuracy
 NF0910;SPC MI S     -   136,850.    3,892,580.      MT  (+/- 180 meters Scaled)
 NF0910
 NF0910                          SUPERSEDED SURVEY CONTROL
 NF0910
 NF0910  NGVD 29 (??/??/92)  234.044  (m)          767.86   (f) ADJ UNCH    2 0
 NF0910
 NF0910.Superseded values are not recommended for survey control.
 NF0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0910.See file dsdata.txt to determine how the superseded data were derived.
 NF0910
 NF0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN082310(NAD 83)
 NF0910_MARKER: DB = BENCH MARK DISK
 NF0910_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0910_SP_SET: CULVERT
 NF0910_STAMPING: C 159 1948
 NF0910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0910
 NF0910  HISTORY     - Date     Condition        Report By
 NF0910  HISTORY     - 1948     MONUMENTED       CGS
 NF0910  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0910
 NF0910                          STATION DESCRIPTION
 NF0910
 NF0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0910'2 MI SW FROM MOLINE.
 NF0910'ABOUT 1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 NF0910'STATION AT MOLINE, THENCE ABOUT 0.85 MILE WEST ALONG COUNTY
 NF0910'ROAD 26, ABOUT 0.2 MILE EAST OF A CROSS ROAD AND SPROAT SCHOOL,
 NF0910'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A
 NF0910'4-FOOT CONCRETE BOX CULVERT, 12 FEET SOUTH OF AND ABOUT 1/2
 NF0910'FOOT ABOVE THE CENTER LINE OF THE ROAD.  MARK IS 2.45 MILES
 NF0910'EAST ALONG COUNTY ROAD 26 FROM THE NEW YORK CENTRAL RAILROAD
 NF0910'STATION AT DORR, ALLEGAN COUNTY.
 NF0910
 NF0910                          STATION RECOVERY (1979)
 NF0910
 NF0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0045 ***********************************************************************
 RL0045  DESIGNATION -  C 160
 RL0045  PID         -  RL0045
 RL0045  STATE/COUNTY-  MI/BARAGA
 RL0045  USGS QUAD   -  ALBERTA (1985)
 RL0045
 RL0045                         *CURRENT SURVEY CONTROL
 RL0045  ___________________________________________________________________
 RL0045* NAD 83(1986)-  46 42 25.     (N)    088 25 47.     (W)     SCALED    
 RL0045* NAVD 88     -       336.380  (meters)    1103.61   (feet)  ADJUSTED  
 RL0045  ___________________________________________________________________
 RL0045  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 RL0045  DYNAMIC HT  -         336.395 (meters)    1103.66  (feet)  COMP
 RL0045  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 RL0045
 RL0045  VERT ORDER  -  SECOND    CLASS 0
 RL0045
 RL0045.The horizontal coordinates were scaled from a topographic map and have
 RL0045.an estimated accuracy of +/- 6 seconds.
 RL0045
 RL0045.The orthometric height was determined by differential leveling
 RL0045.and adjusted by the National Geodetic Survey in June 1991..
 RL0045
 RL0045.The geoid height was determined by GEOID03.
 RL0045
 RL0045.The dynamic height is computed by dividing the NAVD 88
 RL0045.geopotential number by the normal gravity value computed on the
 RL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0045.degrees latitude (g = 980.6199 gals.).
 RL0045
 RL0045.The modeled gravity was interpolated from observed gravity values.
 RL0045
 RL0045;                    North         East    Units  Estimated Accuracy
 RL0045;SPC MI N     -   214,790.    7,890,680.      MT  (+/- 180 meters Scaled)
 RL0045
 RL0045                          SUPERSEDED SURVEY CONTROL
 RL0045
 RL0045  NGVD 29 (??/??/92)  336.347  (m)         1103.50   (f) ADJ UNCH    2 0
 RL0045
 RL0045.Superseded values are not recommended for survey control.
 RL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0045.See file dsdata.txt to determine how the superseded data were derived.
 RL0045
 RL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS907735(NAD 83)
 RL0045_MARKER: DB = BENCH MARK DISK
 RL0045_SETTING: 66 = SET IN ROCK OUTCROP
 RL0045_SP_SET: ROCK OUTCROP
 RL0045_STAMPING: C 160 1948
 RL0045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0045+STABILITY: POSITION/ELEVATION WELL
 RL0045
 RL0045  HISTORY     - Date     Condition        Report By
 RL0045  HISTORY     - 1948     MONUMENTED       CGS
 RL0045  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0045  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0045
 RL0045                          STATION DESCRIPTION
 RL0045
 RL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0045'3.5 MI SE FROM L ANSE.
 RL0045'ABOUT 3.5 MILES SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND
 RL0045'ATLANTIC RAILWAY FROM THE STATION AT L ANSE, ABOUT 0.5 MILE
 RL0045'SOUTH OF MILE POLE 14, AT A CURVE IN THE RAILWAY WITH TANGENTS
 RL0045'SOUTH AND NORTHEAST IN A CUT AND ACROSS THE TRACK FROM LARGE
 RL0045'ROCK OUTCROPS, 12 FEET SOUTHEAST OF A POWER LINE CROSSING THE
 RL0045'TRACK, ACROSS THE TRACK FROM POWER POLE NO. 543, 10 FEET EAST
 RL0045'OF THE EAST RAIL OF THE TRACK AND SET HORIZONTALLY IN THE TOP
 RL0045'OF AN ANGULAR SHAPED ROCK OUTCROP PROJECTING OUT OF BANK AND
 RL0045'ABOUT 2 1/2 FEET ABOVE THE TRACK.
 RL0045
 RL0045                          STATION RECOVERY (1982)
 RL0045
 RL0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0045'MARK NOT FOUND.
 RL0045
 RL0045                          STATION RECOVERY (1992)
 RL0045
 RL0045'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0131 ***********************************************************************
 RL0131  DESIGNATION -  C 161
 RL0131  PID         -  RL0131
 RL0131  STATE/COUNTY-  MI/BARAGA
 RL0131  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0131
 RL0131                         *CURRENT SURVEY CONTROL
 RL0131  ___________________________________________________________________
 RL0131* NAD 83(1986)-  46 46 13.     (N)    088 12 31.     (W)     SCALED    
 RL0131* NAVD 88     -       395.490  (meters)    1297.54   (feet)  ADJUSTED  
 RL0131  ___________________________________________________________________
 RL0131  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 RL0131  DYNAMIC HT  -         395.508 (meters)    1297.60  (feet)  COMP
 RL0131  MODELED GRAV-     980,645.6   (mgal)                       NAVD 88
 RL0131
 RL0131  VERT ORDER  -  SECOND    CLASS 0
 RL0131
 RL0131.The horizontal coordinates were scaled from a topographic map and have
 RL0131.an estimated accuracy of +/- 6 seconds.
 RL0131
 RL0131.The orthometric height was determined by differential leveling
 RL0131.and adjusted by the National Geodetic Survey in June 1991..
 RL0131
 RL0131.The geoid height was determined by GEOID03.
 RL0131
 RL0131.The dynamic height is computed by dividing the NAVD 88
 RL0131.geopotential number by the normal gravity value computed on the
 RL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0131.degrees latitude (g = 980.6199 gals.).
 RL0131
 RL0131.The modeled gravity was interpolated from observed gravity values.
 RL0131
 RL0131;                    North         East    Units  Estimated Accuracy
 RL0131;SPC MI N     -   221,550.    7,907,690.      MT  (+/- 180 meters Scaled)
 RL0131
 RL0131                          SUPERSEDED SURVEY CONTROL
 RL0131
 RL0131  NGVD 29 (??/??/92)  395.454  (m)         1297.42   (f) ADJ UNCH    2 0
 RL0131
 RL0131.Superseded values are not recommended for survey control.
 RL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0131.See file dsdata.txt to determine how the superseded data were derived.
 RL0131
 RL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS077803(NAD 83)
 RL0131_MARKER: DB = BENCH MARK DISK
 RL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0131_STAMPING: C 161 1948
 RL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0131+STABILITY: SURFACE MOTION
 RL0131
 RL0131  HISTORY     - Date     Condition        Report By
 RL0131  HISTORY     - 1948     MONUMENTED       CGS
 RL0131
 RL0131                          STATION DESCRIPTION
 RL0131
 RL0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0131'14 MI E FROM L ANSE.
 RL0131'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0131'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0131'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0131'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0131'2.0 MILES EAST ALONG A LOGGING TRAIL, AT THE JUNCTION OF A
 RL0131'TRAIL LEADING SOUTHEAST, ABOUT 0.3 MILE WEST OF THE JUNCTION
 RL0131'OF A TRAIL NORTHEAST TO LOG BRIDGE OVER SLATE RIVER, 22 FEET
 RL0131'NORTH OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHEAST OF THE
 RL0131'CENTER OF THE JUNCTION, 22.5 FEET SOUTHEAST OF A TRIANGULAR
 RL0131'BLAZED 12-INCH MAPLE TREE, 1 1/2 FEET ABOVE THE ROAD AND SET
 RL0131'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0578 ***********************************************************************
 NF0578  DESIGNATION -  C 162
 NF0578  PID         -  NF0578
 NF0578  STATE/COUNTY-  MI/VAN BUREN
 NF0578  USGS QUAD   -  GOBLES EAST (1981)
 NF0578
 NF0578                         *CURRENT SURVEY CONTROL
 NF0578  ___________________________________________________________________
 NF0578* NAD 83(1986)-  42 21 38.     (N)    085 50 45.     (W)     SCALED    
 NF0578* NAVD 88     -       240.767  (meters)     789.92   (feet)  ADJUSTED  
 NF0578  ___________________________________________________________________
 NF0578  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0578  DYNAMIC HT  -         240.699 (meters)     789.69  (feet)  COMP
 NF0578  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 NF0578
 NF0578  VERT ORDER  -  FIRST     CLASS II
 NF0578
 NF0578.The horizontal coordinates were scaled from a topographic map and have
 NF0578.an estimated accuracy of +/- 6 seconds.
 NF0578
 NF0578.The orthometric height was determined by differential leveling
 NF0578.and adjusted by the National Geodetic Survey in June 1991..
 NF0578
 NF0578.The geoid height was determined by GEOID03.
 NF0578
 NF0578.The dynamic height is computed by dividing the NAVD 88
 NF0578.geopotential number by the normal gravity value computed on the
 NF0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0578.degrees latitude (g = 980.6199 gals.).
 NF0578
 NF0578.The modeled gravity was interpolated from observed gravity values.
 NF0578
 NF0578;                    North         East    Units  Estimated Accuracy
 NF0578;SPC MI S     -    96,660.    3,878,160.      MT  (+/- 180 meters Scaled)
 NF0578
 NF0578                          SUPERSEDED SURVEY CONTROL
 NF0578
 NF0578  NGVD 29 (01/19/93)  240.901  (m)          790.36   (f) ADJUSTED    1 2
 NF0578
 NF0578.Superseded values are not recommended for survey control.
 NF0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0578.See file dsdata.txt to determine how the superseded data were derived.
 NF0578
 NF0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM950904(NAD 83)
 NF0578_MARKER: DB = BENCH MARK DISK
 NF0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0578_SP_SET: CONCRETE POST
 NF0578_STAMPING: C 162 1948
 NF0578_MARK LOGO: CGS   
 NF0578_PROJECTION: PROJECTING 8 CENTIMETERS
 NF0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0578+STABILITY: SURFACE MOTION
 NF0578
 NF0578  HISTORY     - Date     Condition        Report By
 NF0578  HISTORY     - 1948     MONUMENTED       CGS
 NF0578  HISTORY     - 1983     GOOD             USPSQD
 NF0578  HISTORY     - 1984     GOOD             NGS
 NF0578
 NF0578                          STATION DESCRIPTION
 NF0578
 NF0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0578'1.6 MI W FROM KENDALL.
 NF0578'1.55 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0578'BLACK TOP ROAD CROSSING AT KENDALL, AT A PRIVATE ROAD CROSSING,
 NF0578'44.3 FEET SOUTH-SOUTHEAST OF THE NEAR RAIL OF MAIN TRACK, 1.5
 NF0578'FEET NORTH OF THE R/W FENCE, 18.5 FEET EAST OF THE EAST GATE
 NF0578'POST OF PRIVATE ROAD, 23.5 FEET EAST OF A 24-INCH HICKORY TREE,
 NF0578'2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK
 NF0578'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0578'MARK IS ABOUT 1.0 MILE EAST OF THE BLACK TOP ROAD CROSSING AT PINE
 NF0578'GROVE.
 NF0578
 NF0578                          STATION RECOVERY (1983)
 NF0578
 NF0578'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0578'3 FT. SOUTH OF A METAL WITNESS POST PROJECTS ABOUT 3 INCHES ABOVE
 NF0578'GROUND. MCRR ABANDONED, RAILS AND TIES MISSING REMAINING DESCRIPTION
 NF0578'STILL VALID. TO REACH MARK DRIVE . 55 MILE WEST ON OLD RAILROAD BED
 NF0578'FROM SURVEY MARK B 162.
 NF0578
 NF0578                          STATION RECOVERY (1984)
 NF0578
 NF0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0578'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 NF0578'MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF STATE HIGHWAY
 NF0578'40 IN GOBLES, 93.8 M (307.7 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 NF0578'AND 13.7 M (44.9 FT) SOUTH OF THE CENTER OF AN OLD RAILROAD BED.
 NF0578'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF0578'THE MARK IS 0.3 M ABOVE THE RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0693 ***********************************************************************
 RL0693  DESIGNATION -  C 163
 RL0693  PID         -  RL0693
 RL0693  STATE/COUNTY-  MI/BARAGA
 RL0693  USGS QUAD   -  COVINGTON (1985)
 RL0693
 RL0693                         *CURRENT SURVEY CONTROL
 RL0693  ___________________________________________________________________
 RL0693* NAD 83(1986)-  46 36 12.     (N)    088 36 43.     (W)     SCALED    
 RL0693* NAVD 88     -       387.414  (meters)    1271.04   (feet)  ADJUSTED  
 RL0693  ___________________________________________________________________
 RL0693  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 RL0693  DYNAMIC HT  -         387.426 (meters)    1271.08  (feet)  COMP
 RL0693  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 RL0693
 RL0693  VERT ORDER  -  SECOND    CLASS 0
 RL0693
 RL0693.The horizontal coordinates were scaled from a topographic map and have
 RL0693.an estimated accuracy of +/- 6 seconds.
 RL0693
 RL0693.The orthometric height was determined by differential leveling
 RL0693.and adjusted by the National Geodetic Survey in June 1991..
 RL0693
 RL0693.The geoid height was determined by GEOID03.
 RL0693
 RL0693.The dynamic height is computed by dividing the NAVD 88
 RL0693.geopotential number by the normal gravity value computed on the
 RL0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0693.degrees latitude (g = 980.6199 gals.).
 RL0693
 RL0693.The modeled gravity was interpolated from observed gravity values.
 RL0693
 RL0693;                    North         East    Units  Estimated Accuracy
 RL0693;SPC MI N     -   203,540.    7,876,520.      MT  (+/- 180 meters Scaled)
 RL0693
 RL0693                          SUPERSEDED SURVEY CONTROL
 RL0693
 RL0693  NGVD 29 (??/??/92)  387.378  (m)         1270.92   (f) ADJ UNCH    2 0
 RL0693
 RL0693.Superseded values are not recommended for survey control.
 RL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0693.See file dsdata.txt to determine how the superseded data were derived.
 RL0693
 RL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS765623(NAD 83)
 RL0693_MARKER: DB = BENCH MARK DISK
 RL0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0693_STAMPING: C 163 1948
 RL0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0693+STABILITY: SURFACE MOTION
 RL0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0693+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 RL0693
 RL0693  HISTORY     - Date     Condition        Report By
 RL0693  HISTORY     - 1948     MONUMENTED       CGS
 RL0693  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0693  HISTORY     - 20040516 GOOD             GEOCAC
 RL0693
 RL0693                          STATION DESCRIPTION
 RL0693
 RL0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0693'7.8 MI NW FROM COVINGTON.
 RL0693'2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF U.S.
 RL0693'HIGHWAY 141 AT COVINGTON, THENCE ABOUT 4.85 MILES NORTH ALONG A
 RL0693'GRAVEL AND SAND ROAD, THENCE ABOUT 0.45 MILE WEST-SOUTHWEST
 RL0693'ALONG A SAND ROAD, THENCE ABOUT 0.55 MILE NORTHWEST ALONG A
 RL0693'SAND ROAD, AT A SMALL CLEARING ON NORTHEAST SIDE OF ROAD, 19
 RL0693'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHEAST
 RL0693'OF A FOREST SERVICE SIGN POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 RL0693'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0693
 RL0693                          STATION RECOVERY (1985)
 RL0693
 RL0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0693'MARK NOT FOUND.
 RL0693
 RL0693                          STATION RECOVERY (2004)
 RL0693
 RL0693'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0693'NAD 83 -  46 36 13.0 (N) -  088 36 44.5 (W)  HANDHELD DGPS
 RL0693' 
 RL0693'DUE TO ROAD CHANGES, NEW TO REACH FOLLOWS.
 RL0693' 
 RL0693'COVINGTON, 2.0 MILES WEST ALONG STATE HIGHWAY 28 FROM THE JUNCTION OF
 RL0693'U.S. HWY  141 AT COVINGTON, THENCE ABOUT 4.25 MILES NORTH ALONG PLAINS
 RL0693'ROAD,  THENCE ABOUT 0.65 MILE NORTHWEST ALONG A 2-TRACK SAND FOREST
 RL0693'ROAD TO MARK ON THE RIGHT.
 RL0693' 
 RL0693' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0107 ***********************************************************************
 RL0107  DESIGNATION -  C 164
 RL0107  PID         -  RL0107
 RL0107  STATE/COUNTY-  MI/BARAGA
 RL0107  USGS QUAD   -  GLOVERS CORNER (1984)
 RL0107
 RL0107                         *CURRENT SURVEY CONTROL
 RL0107  ___________________________________________________________________
 RL0107* NAD 83(1986)-  46 53 20.     (N)    088 06 31.     (W)     SCALED    
 RL0107* NAVD 88     -       232.996  (meters)     764.42   (feet)  ADJUSTED  
 RL0107  ___________________________________________________________________
 RL0107  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RL0107  DYNAMIC HT  -         233.012 (meters)     764.47  (feet)  COMP
 RL0107  MODELED GRAV-     980,677.7   (mgal)                       NAVD 88
 RL0107
 RL0107  VERT ORDER  -  SECOND    CLASS 0
 RL0107
 RL0107.The horizontal coordinates were scaled from a topographic map and have
 RL0107.an estimated accuracy of +/- 6 seconds.
 RL0107
 RL0107.The orthometric height was determined by differential leveling
 RL0107.and adjusted by the National Geodetic Survey in June 1991..
 RL0107
 RL0107.The geoid height was determined by GEOID03.
 RL0107
 RL0107.The dynamic height is computed by dividing the NAVD 88
 RL0107.geopotential number by the normal gravity value computed on the
 RL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0107.degrees latitude (g = 980.6199 gals.).
 RL0107
 RL0107.The modeled gravity was interpolated from observed gravity values.
 RL0107
 RL0107;                    North         East    Units  Estimated Accuracy
 RL0107;SPC MI N     -   234,620.    7,915,520.      MT  (+/- 180 meters Scaled)
 RL0107
 RL0107                          SUPERSEDED SURVEY CONTROL
 RL0107
 RL0107  NGVD 29 (??/??/92)  232.960  (m)          764.30   (f) ADJ UNCH    2 0
 RL0107
 RL0107.Superseded values are not recommended for survey control.
 RL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0107.See file dsdata.txt to determine how the superseded data were derived.
 RL0107
 RL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS155934(NAD 83)
 RL0107_MARKER: DB = BENCH MARK DISK
 RL0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0107_STAMPING: C 164 1948
 RL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0107+STABILITY: SURFACE MOTION
 RL0107
 RL0107  HISTORY     - Date     Condition        Report By
 RL0107  HISTORY     - 1948     MONUMENTED       CGS
 RL0107  HISTORY     - 20050701 MARK NOT FOUND   GEOCAC
 RL0107
 RL0107                          STATION DESCRIPTION
 RL0107
 RL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0107'6.8 MI NE FROM SKANEE.
 RL0107'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0107'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH,
 RL0107'ABOUT 2.0 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT 1.5 MILES
 RL0107'EAST AND ABOUT 0.45 MILE SOUTH ALONG GRAVEL ROADS, ABOUT 0.45
 RL0107'MILE SOUTH OF THE CROSSROADS AT GLOVERS CORNER, ABOUT 1.6 MILES
 RL0107'NORTH OF THE ROAD JUNCTION AT MC COMBS CORNER, AT THE JUNCTION
 RL0107'OF A DIM TRAIL EAST, ABOUT 0.55 MILE NORTH OF A ROAD EAST TO
 RL0107'FINCH LODGE, 93 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 RL0107'JUNCTION, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 41 FEET
 RL0107'NORTH OF A 10-INCH HEMLOCK TREE, 8 FEET SOUTH-SOUTHWEST OF A
 RL0107'TRIANGULAR BLAZED 18-INCH BASSWOOD TREE, 1 FOOT BELOW THE ROAD
 RL0107'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0107
 RL0107                          STATION RECOVERY (2005)
 RL0107
 RL0107'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0107'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROUTE. THE MARK APPEARS TO
 RL0107'HAVE BEEN WITHIN THE GRADED AREA.  A DIM TRAIL EAST WAS FOUND WITH GPS
 RL0107'BY USING THE SCALED LAT/LON BUT NO OTHER EVIDENCE WAS FOUND.  LIKELY
 RL0107'DESTOYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0129 ***********************************************************************
 RK0129  DESIGNATION -  C 165
 RK0129  PID         -  RK0129
 RK0129  STATE/COUNTY-  MI/MARQUETTE
 RK0129  USGS QUAD   -  MARQUETTE (1975)
 RK0129
 RK0129                         *CURRENT SURVEY CONTROL
 RK0129  ___________________________________________________________________
 RK0129* NAD 83(1986)-  46 34 21.     (N)    087 24 34.     (W)     SCALED    
 RK0129* NAVD 88     -       186.468  (meters)     611.77   (feet)  ADJUSTED  
 RK0129  ___________________________________________________________________
 RK0129  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RK0129  DYNAMIC HT  -         186.485 (meters)     611.83  (feet)  COMP
 RK0129  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 RK0129
 RK0129  VERT ORDER  -  SECOND    CLASS 0
 RK0129
 RK0129.The horizontal coordinates were scaled from a topographic map and have
 RK0129.an estimated accuracy of +/- 6 seconds.
 RK0129
 RK0129.The orthometric height was determined by differential leveling
 RK0129.and adjusted by the National Geodetic Survey in June 1991..
 RK0129
 RK0129.The geoid height was determined by GEOID03.
 RK0129
 RK0129.The dynamic height is computed by dividing the NAVD 88
 RK0129.geopotential number by the normal gravity value computed on the
 RK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0129.degrees latitude (g = 980.6199 gals.).
 RK0129
 RK0129.The modeled gravity was interpolated from observed gravity values.
 RK0129
 RK0129;                    North         East    Units  Estimated Accuracy
 RK0129;SPC MI N     -   198,940.    7,968,620.      MT  (+/- 180 meters Scaled)
 RK0129
 RK0129                          SUPERSEDED SURVEY CONTROL
 RK0129
 RK0129  NGVD 29 (??/??/92)  186.431  (m)          611.65   (f) ADJ UNCH    2 0
 RK0129
 RK0129.Superseded values are not recommended for survey control.
 RK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0129.See file dsdata.txt to determine how the superseded data were derived.
 RK0129
 RK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS686577(NAD 83)
 RK0129_MARKER: DB = BENCH MARK DISK
 RK0129_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0129_SP_SET: BRIDGE
 RK0129_STAMPING: C 165 1948
 RK0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0129
 RK0129  HISTORY     - Date     Condition        Report By
 RK0129  HISTORY     - 1948     MONUMENTED       CGS
 RK0129  HISTORY     - 1979     GOOD             LOCENG
 RK0129  HISTORY     - 1985     GOOD             NGS
 RK0129  HISTORY     - 20010331 GOOD             NGS
 RK0129  HISTORY     - 20060403 GOOD             GEOCAC
 RK0129
 RK0129                          STATION DESCRIPTION
 RK0129
 RK0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0129'1.7 MI NW FROM MARQUETTE.
 RK0129'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0129'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 1.15 MILES
 RK0129'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.45 MILE NORTHWEST OF
 RK0129'A RAILROAD CROSSING, SET IN THE TOP OF THE NORTHEAST CONCRETE
 RK0129'WING WALL AT THE EAST END OF AN 86-FOOT CONCRETE BRIDGE OVER
 RK0129'DEAD RIVER, 20 FEET NORTH OF AND ABOUT 4 FEET BELOW THE CENTER
 RK0129'LINE OF THE ROAD.
 RK0129
 RK0129                          STATION RECOVERY (1979)
 RK0129
 RK0129'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0129'RECOVERED IN GOOD CONDITION.
 RK0129
 RK0129                          STATION RECOVERY (1985)
 RK0129
 RK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0129'RECOVERED IN GOOD CONDITION.
 RK0129
 RK0129                          STATION RECOVERY (2001)
 RK0129
 RK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0129
 RK0129                          STATION RECOVERY (2006)
 RK0129
 RK0129'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0384 ***********************************************************************
 NF0384  DESIGNATION -  C 166
 NF0384  PID         -  NF0384
 NF0384  STATE/COUNTY-  MI/IONIA
 NF0384  USGS QUAD   -  LAKE ODESSA (1978)
 NF0384
 NF0384                         *CURRENT SURVEY CONTROL
 NF0384  ___________________________________________________________________
 NF0384* NAD 83(1986)-  42 47 04.     (N)    085 12 44.     (W)     SCALED    
 NF0384* NAVD 88     -       259.807  (meters)     852.38   (feet)  ADJUSTED  
 NF0384  ___________________________________________________________________
 NF0384  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF0384  DYNAMIC HT  -         259.731 (meters)     852.13  (feet)  COMP
 NF0384  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 NF0384
 NF0384  VERT ORDER  -  SECOND    CLASS 0
 NF0384
 NF0384.The horizontal coordinates were scaled from a topographic map and have
 NF0384.an estimated accuracy of +/- 6 seconds.
 NF0384
 NF0384.The orthometric height was determined by differential leveling
 NF0384.and adjusted by the National Geodetic Survey in June 1991..
 NF0384
 NF0384.The geoid height was determined by GEOID03.
 NF0384
 NF0384.The dynamic height is computed by dividing the NAVD 88
 NF0384.geopotential number by the normal gravity value computed on the
 NF0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0384.degrees latitude (g = 980.6199 gals.).
 NF0384
 NF0384.The modeled gravity was interpolated from observed gravity values.
 NF0384
 NF0384;                    North         East    Units  Estimated Accuracy
 NF0384;SPC MI S     -   143,020.    3,930,820.      MT  (+/- 180 meters Scaled)
 NF0384
 NF0384                          SUPERSEDED SURVEY CONTROL
 NF0384
 NF0384  NGVD 29 (??/??/92)  259.928  (m)          852.78   (f) ADJ UNCH    2 0
 NF0384
 NF0384.Superseded values are not recommended for survey control.
 NF0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0384.See file dsdata.txt to determine how the superseded data were derived.
 NF0384
 NF0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN462384(NAD 83)
 NF0384_MARKER: DB = BENCH MARK DISK
 NF0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0384_STAMPING: C 166 1948
 NF0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0384+STABILITY: SURFACE MOTION
 NF0384
 NF0384  HISTORY     - Date     Condition        Report By
 NF0384  HISTORY     - 1948     MONUMENTED       CGS
 NF0384  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0384  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0384
 NF0384                          STATION DESCRIPTION
 NF0384
 NF0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0384'4.4 MI SE FROM CLARKSVILLE.
 NF0384'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0384'THE STATION AT CLARKSVILLE, THENCE ABOUT 2.6 MILES SOUTH ALONG
 NF0384'ELM ROAD, AT THE INTERSECTION OF TUPPER LAKE ROAD, 39 FEET
 NF0384'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 32 FEET SOUTH OF THE
 NF0384'CENTER LINE OF TUPPER LAKE ROAD (STATE HIGHWAY 50), 20 FEET
 NF0384'EAST OF THE CENTER LINE OF ELM ROAD, 8 FEET SOUTH OF A FENCE
 NF0384'CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A
 NF0384'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD SOUTH,
 NF0384'ABOUT LEVEL WITH HIGHWAY 50 AND SET IN THE TOP OF A CONCRETE
 NF0384'POST PROJECTING 3 INCHES.
 NF0384
 NF0384                          STATION RECOVERY (1975)
 NF0384
 NF0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0384'MARK NOT FOUND.
 NF0384
 NF0384                          STATION RECOVERY (1985)
 NF0384
 NF0384'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0396 ***********************************************************************
 NF0396  DESIGNATION -  C 167 RESET 1962
 NF0396  PID         -  NF0396
 NF0396  STATE/COUNTY-  MI/KENT
 NF0396  USGS QUAD   -  ALTO (1978)
 NF0396
 NF0396                         *CURRENT SURVEY CONTROL
 NF0396  ___________________________________________________________________
 NF0396* NAD 83(1986)-  42 51 21.     (N)    085 27 31.     (W)     SCALED    
 NF0396* NAVD 88     -       243.23   (+/-2cm)     798.0    (feet)  VERTCON   
 NF0396  ___________________________________________________________________
 NF0396  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0396
 NF0396  VERT ORDER  -  THIRD (See Below)
 NF0396
 NF0396.The horizontal coordinates were scaled from a topographic map and have
 NF0396.an estimated accuracy of +/- 6 seconds.
 NF0396
 NF0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0396.The vertical order pertains to the NGVD 29 superseded value.
 NF0396
 NF0396.The geoid height was determined by GEOID03.
 NF0396
 NF0396;                    North         East    Units  Estimated Accuracy
 NF0396;SPC MI S     -   151,180.    3,910,770.      MT  (+/- 180 meters Scaled)
 NF0396
 NF0396                          SUPERSEDED SURVEY CONTROL
 NF0396
 NF0396  NGVD 29 (??/??/??)  243.36   (m)          798.4    (f) RESET       3  
 NF0396
 NF0396.Superseded values are not recommended for survey control.
 NF0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0396.See file dsdata.txt to determine how the superseded data were derived.
 NF0396
 NF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN259459(NAD 83)
 NF0396_MARKER: DB = BENCH MARK DISK
 NF0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0396_STAMPING: C 167 RESET 1962
 NF0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0396+STABILITY: SURFACE MOTION
 NF0396
 NF0396  HISTORY     - Date     Condition        Report By
 NF0396  HISTORY     - 1963     MONUMENTED       MI-081
 NF0396  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 19950917 MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0396  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0396
 NF0396                          STATION DESCRIPTION
 NF0396
 NF0396'DESCRIBED BY KENT COUNTY MICHIGAN 1963
 NF0396'1.6 MI SW FROM MC CORDS.
 NF0396'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0396'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 1.05 MILES
 NF0396'SOUTH ALONG WHITNEYVILLE AVENUE, ABOUT 0.55 MILE SOUTH OF A
 NF0396'CHURCH AND CEMETERY AT THE INTERSECTION OF 60TH STREET, ACROSS
 NF0396'THE INTERSECTION FROM WHITNEYVILLE GRANGE HALL, 31 FEET NORTH
 NF0396'OF THE CENTERLINE OF 60TH STREET, 42 FEET WEST OF THE CENTERLINE
 NF0396'OF WHITNEYVILLE AVENUE, 11 FEET BEHIND THE CURB IN THE NORTHWEST
 NF0396'QUADRANT OF THE INTERSECTION, 25 FEET EAST OF THE NORTH END OF
 NF0396'A CULVERT UNDER 60TH STREET, 8 FEET NORTH OF A MICHIGAN BELL
 NF0396'TELEPHONE COMPANY POLE AND SET IN THE TOP OF A CONCRETE POST
 NF0396'PROJECTING 6 INCHES.
 NF0396
 NF0396                          STATION RECOVERY (1985)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (1989)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (1995)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (1999)
 NF0396
 NF0396'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0396'MARK NOT FOUND.
 NF0396
 NF0396                          STATION RECOVERY (2001)
 NF0396
 NF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0396'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0369 ***********************************************************************
 NF0369  DESIGNATION -  C 169
 NF0369  PID         -  NF0369
 NF0369  STATE/COUNTY-  MI/BARRY
 NF0369  USGS QUAD   -  HASTINGS (1982)
 NF0369
 NF0369                         *CURRENT SURVEY CONTROL
 NF0369  ___________________________________________________________________
 NF0369* NAD 83(1986)-  42 39 26.     (N)    085 21 12.     (W)     SCALED    
 NF0369* NAVD 88     -       239.542  (meters)     785.90   (feet)  ADJUSTED  
 NF0369  ___________________________________________________________________
 NF0369  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0369  DYNAMIC HT  -         239.469 (meters)     785.66  (feet)  COMP
 NF0369  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 NF0369
 NF0369  VERT ORDER  -  SECOND    CLASS 0
 NF0369
 NF0369.The horizontal coordinates were scaled from a topographic map and have
 NF0369.an estimated accuracy of +/- 6 seconds.
 NF0369
 NF0369.The orthometric height was determined by differential leveling
 NF0369.and adjusted by the National Geodetic Survey in June 1991..
 NF0369
 NF0369.The geoid height was determined by GEOID03.
 NF0369
 NF0369.The dynamic height is computed by dividing the NAVD 88
 NF0369.geopotential number by the normal gravity value computed on the
 NF0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0369.degrees latitude (g = 980.6199 gals.).
 NF0369
 NF0369.The modeled gravity was interpolated from observed gravity values.
 NF0369
 NF0369;                    North         East    Units  Estimated Accuracy
 NF0369;SPC MI S     -   129,020.    3,919,110.      MT  (+/- 180 meters Scaled)
 NF0369
 NF0369                          SUPERSEDED SURVEY CONTROL
 NF0369
 NF0369  NGVD 29 (??/??/92)  239.664  (m)          786.30   (f) ADJ UNCH    2 0
 NF0369
 NF0369.Superseded values are not recommended for survey control.
 NF0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0369.See file dsdata.txt to determine how the superseded data were derived.
 NF0369
 NF0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN349240(NAD 83)
 NF0369_MARKER: DB = BENCH MARK DISK
 NF0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0369_STAMPING: C 169 1948
 NF0369_MARK LOGO: CGS   
 NF0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0369+STABILITY: SURFACE MOTION
 NF0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0369+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF0369
 NF0369  HISTORY     - Date     Condition        Report By
 NF0369  HISTORY     - 1948     MONUMENTED       CGS
 NF0369  HISTORY     - 1985     GOOD             USPSQD
 NF0369  HISTORY     - 1987     GOOD             USPSQD
 NF0369  HISTORY     - 19941109 GOOD             MI-015
 NF0369  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF0369  HISTORY     - 20050409 GOOD             USPSQD
 NF0369
 NF0369                          STATION DESCRIPTION
 NF0369
 NF0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0369'3.8 MI NW FROM HASTINGS.
 NF0369'0.2 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0369'HASTINGS, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY
 NF0369'37, AT A NORTH-SOUTH CROSSROAD, 61 FEET NORTH-NORTHEAST OF THE
 NF0369'CENTER OF THE HIGHWAY AT INTERSECTION, 27 1/2 FEET EAST OF THE
 NF0369'CENTER LINE OF THE ROAD NORTH, 16 FEET NORTHEAST OF THE EAST
 NF0369'END OF A 12-INCH PIPE CULVERT ON ROAD NORTH, 11 1/2 FEET NORTH OF
 NF0369'A FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE, 1 1/2 FEET NORTH
 NF0369'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY
 NF0369'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NF0369
 NF0369                          STATION RECOVERY (1985)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0369'RECOVERED IN GOOD CONDITION.
 NF0369
 NF0369                          STATION RECOVERY (1987)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0369'RECOVERED IN GOOD CONDITION.
 NF0369
 NF0369                          STATION RECOVERY (1994)
 NF0369
 NF0369'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0369'9 FEET EAST SOUTHEAST OF END OF A CONCRETE CURB, 26 FEET EAST OF
 NF0369'CENTERLINE OF AIRPORT ROAD (BITUMINOUS) 60 FEET EAST-NORTHEAST OF
 NF0369'CENTERLINE/CENTERLINE, 83.5 FEET SOUTHEAST OF A UTILITY POLE, 82 FEET
 NF0369'SOUTH OF A UTILITY POLE, IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 NF0369'IN A RESIDENTAL YARD.  NO CARSONITE WITNESS INSTALLED. FAIR VISIBILITY
 NF0369'FOR GPS.
 NF0369
 NF0369                          STATION RECOVERY (1997)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0369'MARK NOT FOUND.
 NF0369
 NF0369                          STATION RECOVERY (2005)
 NF0369
 NF0369'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0369'MARK IS 32 FEET EAST OF CENTERLINE OF AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0310 ***********************************************************************
 RJ0310  DESIGNATION -  C 17
 RJ0310  PID         -  RJ0310
 RJ0310  STATE/COUNTY-  MI/LUCE
 RJ0310  USGS QUAD   -  BETSY LAKE SOUTH (1968)
 RJ0310
 RJ0310                         *CURRENT SURVEY CONTROL
 RJ0310  ___________________________________________________________________
 RJ0310* NAD 83(1986)-  46 33 51.     (N)    085 20 41.     (W)     SCALED    
 RJ0310* NAVD 88     -       246.959  (meters)     810.23   (feet)  ADJUSTED  
 RJ0310  ___________________________________________________________________
 RJ0310  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 RJ0310  DYNAMIC HT  -         246.972 (meters)     810.27  (feet)  COMP
 RJ0310  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0310
 RJ0310  VERT ORDER  -  SECOND    CLASS 0
 RJ0310
 RJ0310.The horizontal coordinates were scaled from a topographic map and have
 RJ0310.an estimated accuracy of +/- 6 seconds.
 RJ0310
 RJ0310.The orthometric height was determined by differential leveling
 RJ0310.and adjusted by the National Geodetic Survey in June 1991..
 RJ0310
 RJ0310.The geoid height was determined by GEOID03.
 RJ0310
 RJ0310.The dynamic height is computed by dividing the NAVD 88
 RJ0310.geopotential number by the normal gravity value computed on the
 RJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0310.degrees latitude (g = 980.6199 gals.).
 RJ0310
 RJ0310.The modeled gravity was interpolated from observed gravity values.
 RJ0310
 RJ0310;                    North         East    Units  Estimated Accuracy
 RJ0310;SPC MI N     -   199,260.    8,126,890.      MT  (+/- 180 meters Scaled)
 RJ0310
 RJ0310                          SUPERSEDED SURVEY CONTROL
 RJ0310
 RJ0310  NGVD 29 (??/??/92)  246.914  (m)          810.08   (f) ADJ UNCH    2 0
 RJ0310
 RJ0310.Superseded values are not recommended for survey control.
 RJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0310.See file dsdata.txt to determine how the superseded data were derived.
 RJ0310
 RJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS268580(NAD 83)
 RJ0310_MARKER: DD = SURVEY DISK
 RJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0310_STAMPING: C 17 1950 ARMY MAP SERVICE
 RJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0310+STABILITY: SURFACE MOTION
 RJ0310
 RJ0310  HISTORY     - Date     Condition        Report By
 RJ0310  HISTORY     - 1950     MONUMENTED       DOD
 RJ0310  HISTORY     - 1964     GOOD             NGS
 RJ0310  HISTORY     - 1974     GOOD             MIDH
 RJ0310  HISTORY     - 19960708 MARK NOT FOUND   NGS
 RJ0310
 RJ0310                          STATION DESCRIPTION
 RJ0310
 RJ0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0310'18.6 MI NE FROM NEWBERRY.
 RJ0310'ABOUT 18.6 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE
 RJ0310'SOO LINE RAILROAD STATION AT NEWBERRY, IN S 7, T 48 N, R 8 W,
 RJ0310'54 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY
 RJ0310'ROAD 500 LEADING NORTH, 46 FEET NORTH OF THE CENTER LINE OF THE
 RJ0310'HIGHWAY, 31 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 1/2
 RJ0310'FEET WEST OF A 14-INCH BEECH TREE, ABOUT 6 FEET ABOVE THE LEVEL
 RJ0310'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0310'1 INCH.
 RJ0310
 RJ0310                          STATION RECOVERY (1974)
 RJ0310
 RJ0310'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1974
 RJ0310'RECOVERED IN GOOD CONDITION.
 RJ0310
 RJ0310                          STATION RECOVERY (1996)
 RJ0310
 RJ0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RJ0310'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RJ0310'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0595 ***********************************************************************
 NF0595  DESIGNATION -  C 170
 NF0595  PID         -  NF0595
 NF0595  STATE/COUNTY-  MI/ALLEGAN
 NF0595  USGS QUAD   -  OTSEGO (1973)
 NF0595
 NF0595                         *CURRENT SURVEY CONTROL
 NF0595  ___________________________________________________________________
 NF0595* NAD 83(1994)-  42 27 57.90790(N)    085 38 31.55797(W)     ADJUSTED  
 NF0595* NAVD 88     -       220.302  (meters)     722.77   (feet)  ADJUSTED  
 NF0595  ___________________________________________________________________
 NF0595  X           -     358,073.661 (meters)                     COMP
 NF0595  Y           -  -4,698,714.790 (meters)                     COMP
 NF0595  Z           -   4,284,062.779 (meters)                     COMP
 NF0595  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 NF0595  ELLIP HEIGHT-         187.15  (meters)          (07/17/02) GPS OBS
 NF0595  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0595  DYNAMIC HT  -         220.237 (meters)     722.56  (feet)  COMP
 NF0595  MODELED GRAV-     980,323.3   (mgal)                       NAVD 88
 NF0595
 NF0595  HORZ ORDER  -  FIRST
 NF0595  VERT ORDER  -  SECOND    CLASS 0
 NF0595  ELLP ORDER  -  FOURTH    CLASS I
 NF0595
 NF0595.The horizontal coordinates were established by GPS observations
 NF0595.and adjusted by the National Geodetic Survey in February 1997..
 NF0595
 NF0595.The orthometric height was determined by differential leveling
 NF0595.and adjusted by the National Geodetic Survey in June 1991..
 NF0595
 NF0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0595
 NF0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0595
 NF0595.The ellipsoidal height was determined by GPS observations
 NF0595.and is referenced to NAD 83.
 NF0595
 NF0595.The geoid height was determined by GEOID03.
 NF0595
 NF0595.The dynamic height is computed by dividing the NAVD 88
 NF0595.geopotential number by the normal gravity value computed on the
 NF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0595.degrees latitude (g = 980.6199 gals.).
 NF0595
 NF0595.The modeled gravity was interpolated from observed gravity values.
 NF0595
 NF0595;                    North         East     Units Scale Factor Converg.
 NF0595;SPC MI S     -   108,104.879 3,895,115.041   MT  0.99993345   -0 52 04.7
 NF0595;SPC MI S     -   354,674.80 12,779,248.82   iFT  0.99993345   -0 52 04.7
 NF0595;UTM  16      - 4,702,420.499   611,634.657   MT  0.99975333   +0 55 00.8
 NF0595
 NF0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0595!SPC MI S     -   0.99997065  x   0.99993345  =   0.99990410
 NF0595!UTM  16      -   0.99997065  x   0.99975333  =   0.99972399
 NF0595
 NF0595                          SUPERSEDED SURVEY CONTROL
 NF0595
 NF0595  ELLIP H (02/03/97)  187.16   (m)                       GP(       ) 4 1
 NF0595  NAD 83(1994)-  42 27 57.90845(N)    085 38 31.57023(W) AD(       ) 1
 NF0595  NAVD 88 (12/16/94)  220.30   (m)          722.8    (f) LEVELING    3  
 NF0595  NGVD 29 (??/??/92)  220.435  (m)          723.21   (f) ADJ UNCH    2 0
 NF0595
 NF0595.Superseded values are not recommended for survey control.
 NF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0595.See file dsdata.txt to determine how the superseded data were derived.
 NF0595
 NF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1163502420(NAD 83)
 NF0595_MARKER: DB = BENCH MARK DISK
 NF0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0595_STAMPING: C 170 1948
 NF0595_MARK LOGO: CGS   
 NF0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0595+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 NF0595
 NF0595  HISTORY     - Date     Condition        Report By
 NF0595  HISTORY     - 1948     MONUMENTED       CGS
 NF0595  HISTORY     - 1974     GOOD             NGS
 NF0595  HISTORY     - 1984     GOOD             NGS
 NF0595  HISTORY     - 1989     GOOD             USPSQD
 NF0595  HISTORY     - 19920610 GOOD             MIDT
 NF0595  HISTORY     - 19940127 GOOD             MIDT
 NF0595  HISTORY     - 20050501 GOOD             JCLS
 NF0595  HISTORY     - 20050501 GOOD             JCLS
 NF0595
 NF0595                          STATION DESCRIPTION
 NF0595
 NF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0595'1.6 MI N FROM PLAINWELL.
 NF0595'1.65 MILES NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 NF0595'STATE HIGHWAY 89 AT PLAINWELL, ABOUT 0.15 MILE NORTH OF AN
 NF0595'EAST-WEST CROSSROAD, ALONG THE EAST SIDE OF THE OTSEGO-PLAINWELL
 NF0595'MUNICIPAL AIRPORT, 79 FEET SOUTH OF THE SOUTH ENTRANCE DRIVE
 NF0595'TO THE AIRPORT, 51 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NF0595'184 FEET SOUTH OF THE SOUTHEAST CORNER OF THE AIRPORT RESTAURANT,
 NF0595'14 FEET SOUTH-SOUTHWEST OF A POWER POLE, 28.5 FEET NORTHWEST OF A
 NF0595'20-INCH MAPLE TREE, 1 FOOT WEST OF THE AIRPORT FENCE LINE, 2
 NF0595'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 NF0595'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0595
 NF0595                          STATION RECOVERY (1974)
 NF0595
 NF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (1984)
 NF0595
 NF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (1989)
 NF0595
 NF0595'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (1992)
 NF0595
 NF0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 NF0595'STATION IS LOCATED IN QUAD 420853 ON THE OTSEGO QUADRANGLE MAP. IT IS
 NF0595'IN THE SOUTHEAST 1/4 OF SECTION 18, T-1-N, R-11-W, GUN PLAIN TOWNSHIP.
 NF0595'ABOUT 2.9 MI (4.7 KM) EAST-NORTHEAST OF OTSEGO, ABOUT 1.6 MI (2.6 KM)
 NF0595'NORTH OF PLAINWELL FROM THE INTERSECTON OF STATE HIGHWAY M-89 AND 10TH
 NF0595'STREET, AND ABOUT 0.5 MI (0.8 KM) EAST OF UNITED STATES HIGHWAY 131.
 NF0595'TO REACH THE STATION FROM STATE HIGHWAY M-89 AND 10TH STREET, IN CITY
 NF0595'OF PLAINWELL, GO NORTH ALONG 10TH STREET FOR 1.6 MI (2.6 KM) TO THE
 NF0595'STATION ON THE LEFT, AT THE OTSEGO - PLAINWELL MUNICIPAL AIRPORT, AS
 NF0595'DESCRIBED. STATION IS SET FLUSH WITH THE GROUND. STATION IS LOCATED 51
 NF0595'FT (15.5 M) WEST FROM CENTER OF 10TH STREET, 36.1 FT (11.0 M) NORTH
 NF0595'FROM UTILITY POLE, 15.2 FT (4.6 M) SOUTH FROM UTILITY POLE AND 2 FT
 NF0595'(0.6 M) SOUTHERLY OF METAL WITNESS POST WITH SIGN.
 NF0595
 NF0595                          STATION RECOVERY (1994)
 NF0595
 NF0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NF0595'STATION IS LOCATED IN QUAD 420853. IT IS IN THE NORTHEAST 1/4 OF
 NF0595'SECTION 19, T-1-N, R-11-W, GUN PLAIN TOWNSHIP.  ABOUT 5.5 MILES SOUTH
 NF0595'FROM MARTIN 5.0 MILES WEST FROM DOSTER AND 3.0 MILES EAST FROM OTSEGO.
 NF0595'TO REACH FROM THE INTERSECTION OF UNITED STATES HIGHWAY 131 AND STATE
 NF0595'HIGHWAY 89 IN THE CITY OF PLAINWELL, GO EAST ALONG STATE HIGHWAY 89
 NF0595'FOR .9 MILE TO MAIN STREET (10TH STREET). GO NORTH ALONG MAIN STREET
 NF0595'(10TH STREET) FOR 1.6 MILES TO STATION ON THE LEFT AS DESCRIBED.
 NF0595'STATION IS 52 FEET WEST FROM CENTER OF MAIN STREET (10TH STREET), 36
 NF0595'FEET NORTH FROM UTILITY POLE, 15 FEET SOUTH FROM ANOTHER UTILITY POLE,
 NF0595'10 FEET NORTH FROM CHAIN LINK FENCE CORNER, AND 2 FEET NORTHEAST FROM
 NF0595'WITNESS POST WITH SIGN.
 NF0595
 NF0595                          STATION RECOVERY (2005)
 NF0595
 NF0595'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (FJO)
 NF0595'RECOVERED IN GOOD CONDITION.
 NF0595
 NF0595                          STATION RECOVERY (2005)
 NF0595
 NF0595'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 NF0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0640 ***********************************************************************
 NF0640  DESIGNATION -  C 171
 NF0640  PID         -  NF0640
 NF0640  STATE/COUNTY-  MI/ALLEGAN
 NF0640  USGS QUAD   -  MERSON (1981)
 NF0640
 NF0640                         *CURRENT SURVEY CONTROL
 NF0640  ___________________________________________________________________
 NF0640* NAD 83(1986)-  42 29 22.     (N)    085 46 47.     (W)     SCALED    
 NF0640* NAVD 88     -       218.464  (meters)     716.74   (feet)  ADJUSTED  
 NF0640  ___________________________________________________________________
 NF0640  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NF0640  DYNAMIC HT  -         218.404 (meters)     716.55  (feet)  COMP
 NF0640  MODELED GRAV-     980,340.2   (mgal)                       NAVD 88
 NF0640
 NF0640  VERT ORDER  -  SECOND    CLASS 0
 NF0640
 NF0640.The horizontal coordinates were scaled from a topographic map and have
 NF0640.an estimated accuracy of +/- 6 seconds.
 NF0640
 NF0640.The orthometric height was determined by differential leveling
 NF0640.and adjusted by the National Geodetic Survey in June 1991..
 NF0640
 NF0640.The geoid height was determined by GEOID03.
 NF0640
 NF0640.The dynamic height is computed by dividing the NAVD 88
 NF0640.geopotential number by the normal gravity value computed on the
 NF0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0640.degrees latitude (g = 980.6199 gals.).
 NF0640
 NF0640.The modeled gravity was interpolated from observed gravity values.
 NF0640
 NF0640;                    North         East    Units  Estimated Accuracy
 NF0640;SPC MI S     -   110,880.    3,883,840.      MT  (+/- 180 meters Scaled)
 NF0640
 NF0640                          SUPERSEDED SURVEY CONTROL
 NF0640
 NF0640  NGVD 29 (??/??/92)  218.600  (m)          717.19   (f) ADJ UNCH    2 0
 NF0640
 NF0640.Superseded values are not recommended for survey control.
 NF0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0640.See file dsdata.txt to determine how the superseded data were derived.
 NF0640
 NF0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN002048(NAD 83)
 NF0640_MARKER: DB = BENCH MARK DISK
 NF0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0640_STAMPING: C 171 1948
 NF0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0640+STABILITY: SURFACE MOTION
 NF0640
 NF0640  HISTORY     - Date     Condition        Report By
 NF0640  HISTORY     - 1948     MONUMENTED       CGS
 NF0640  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0640  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0640  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0640
 NF0640                          STATION DESCRIPTION
 NF0640
 NF0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0640'7 MI SE FROM ALLEGAN.
 NF0640'3.6 MILES EAST ALONG STATE HIGHWAY 118 FROM THE BRIDGE OVER
 NF0640'KALAMAZOO RIVER AT ALLEGAN, THENCE ABOUT 3.35 MILES SOUTH ALONG
 NF0640'A GRAVEL ROAD, THENCE ABOUT 0.05 MILE WEST ALONG A GRAVEL ROAD,
 NF0640'358 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 24 FEET
 NF0640'NORTH OF THE CENTER LINE OF THE ROAD WEST, 45 FEET NORTH-NORTHWEST
 NF0640'AND ACROSS THE ROAD FROM THE CENTER OF A GATE IN SOUTH R/W FENCE,
 NF0640'186 FEET WEST OF THE WEST END OF THE NORTH CONCRETE HEAD WALL
 NF0640'OF A SMALL CULVERT, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET WEST
 NF0640'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET
 NF0640'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0640
 NF0640                          STATION RECOVERY (1978)
 NF0640
 NF0640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0640'MARK NOT FOUND.
 NF0640
 NF0640                          STATION RECOVERY (1989)
 NF0640
 NF0640'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0640'MARK NOT FOUND.
 NF0640
 NF0640                          STATION RECOVERY (1997)
 NF0640
 NF0640'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0930 ***********************************************************************
 NF0930  DESIGNATION -  C 172
 NF0930  PID         -  NF0930
 NF0930  STATE/COUNTY-  MI/ALLEGAN
 NF0930  USGS QUAD   -  WAYLAND (1982)
 NF0930
 NF0930                         *CURRENT SURVEY CONTROL
 NF0930  ___________________________________________________________________
 NF0930* NAD 83(1986)-  42 38 19.     (N)    085 44 30.     (W)     SCALED    
 NF0930* NAVD 88     -       215.644  (meters)     707.49   (feet)  ADJUSTED  
 NF0930  ___________________________________________________________________
 NF0930  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF0930  DYNAMIC HT  -         215.585 (meters)     707.30  (feet)  COMP
 NF0930  MODELED GRAV-     980,342.4   (mgal)                       NAVD 88
 NF0930
 NF0930  VERT ORDER  -  SECOND    CLASS 0
 NF0930
 NF0930.The horizontal coordinates were scaled from a topographic map and have
 NF0930.an estimated accuracy of +/- 6 seconds.
 NF0930
 NF0930.The orthometric height was determined by differential leveling
 NF0930.and adjusted by the National Geodetic Survey in June 1991..
 NF0930
 NF0930.The geoid height was determined by GEOID03.
 NF0930
 NF0930.The dynamic height is computed by dividing the NAVD 88
 NF0930.geopotential number by the normal gravity value computed on the
 NF0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0930.degrees latitude (g = 980.6199 gals.).
 NF0930
 NF0930.The modeled gravity was interpolated from observed gravity values.
 NF0930
 NF0930;                    North         East    Units  Estimated Accuracy
 NF0930;SPC MI S     -   127,400.    3,887,240.      MT  (+/- 180 meters Scaled)
 NF0930
 NF0930                          SUPERSEDED SURVEY CONTROL
 NF0930
 NF0930  NGVD 29 (??/??/92)  215.778  (m)          707.93   (f) ADJ UNCH    2 0
 NF0930
 NF0930.Superseded values are not recommended for survey control.
 NF0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0930.See file dsdata.txt to determine how the superseded data were derived.
 NF0930
 NF0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN031214(NAD 83)
 NF0930_MARKER: DB = BENCH MARK DISK
 NF0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0930_STAMPING: C 172 1948
 NF0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0930+STABILITY: SURFACE MOTION
 NF0930
 NF0930  HISTORY     - Date     Condition        Report By
 NF0930  HISTORY     - 1948     MONUMENTED       CGS
 NF0930  HISTORY     - 1974     GOOD             NGS
 NF0930  HISTORY     - 1987     GOOD             USPSQD
 NF0930  HISTORY     - 1988     GOOD             USPSQD
 NF0930  HISTORY     - 1989     GOOD             USPSQD
 NF0930  HISTORY     - 19971011 GOOD             USPSQD
 NF0930  HISTORY     - 19990322 GOOD             USPSQD
 NF0930
 NF0930                          STATION DESCRIPTION
 NF0930
 NF0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0930'5 MI E FROM MONTEREY.
 NF0930'ABOUT 5.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN
 NF0930'CROSSROADS AT MONTEREY, ABOUT 0.7 MILE EAST OF THE CROSSING OF
 NF0930'THE NEW YORK CENTRAL RAILROAD, SET IN THE NORTHEAST CORNER OF A
 NF0930'SIDE ROAD NORTH, 83 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30
 NF0930'FEET EAST OF THE CENTER LINE OF THE SIDE ROAD NORTH, 62 FEET
 NF0930'NORTHEAST AND ACROSS SIDE ROAD FROM THE 1ST POWER POLE WEST OF
 NF0930'SIDE ROAD, 13 FEET SOUTH OF A 30-INCH TREE, 54 FEET NORTH OF A
 NF0930'FENCE CORNER, 2 FEET WEST OF THE FENCE LINE, 2 1/2 FEET SOUTH OF
 NF0930'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD NORTH AND
 NF0930'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK MAY
 NF0930'BE REACHED FROM THE POST OFFICE AT BRADLEY BY GOING ABOUT 0.5
 NF0930'MILE NORTH ALONG U.S. HIGHWAY 131, THENCE ABOUT 5.05 MILES WEST
 NF0930'ALONG A COUNTY ROAD.
 NF0930
 NF0930                          STATION RECOVERY (1974)
 NF0930
 NF0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1987)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1988)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1989)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1997)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0930'RECOVERED IN GOOD CONDITION.
 NF0930
 NF0930                          STATION RECOVERY (1999)
 NF0930
 NF0930'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0921 ***********************************************************************
 NF0921  DESIGNATION -  C 173
 NF0921  PID         -  NF0921
 NF0921  STATE/COUNTY-  MI/ALLEGAN
 NF0921  USGS QUAD   -  HAMILTON EAST (1981)
 NF0921
 NF0921                         *CURRENT SURVEY CONTROL
 NF0921  ___________________________________________________________________
 NF0921* NAD 83(1986)-  42 38 15.     (N)    085 53 56.     (W)     SCALED    
 NF0921* NAVD 88     -       215.964  (meters)     708.54   (feet)  ADJUSTED  
 NF0921  ___________________________________________________________________
 NF0921  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF0921  DYNAMIC HT  -         215.907 (meters)     708.35  (feet)  COMP
 NF0921  MODELED GRAV-     980,352.6   (mgal)                       NAVD 88
 NF0921
 NF0921  VERT ORDER  -  SECOND    CLASS 0
 NF0921
 NF0921.The horizontal coordinates were scaled from a topographic map and have
 NF0921.an estimated accuracy of +/- 6 seconds.
 NF0921
 NF0921.The orthometric height was determined by differential leveling
 NF0921.and adjusted by the National Geodetic Survey in June 1991..
 NF0921
 NF0921.The geoid height was determined by GEOID03.
 NF0921
 NF0921.The dynamic height is computed by dividing the NAVD 88
 NF0921.geopotential number by the normal gravity value computed on the
 NF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0921.degrees latitude (g = 980.6199 gals.).
 NF0921
 NF0921.The modeled gravity was interpolated from observed gravity values.
 NF0921
 NF0921;                    North         East    Units  Estimated Accuracy
 NF0921;SPC MI S     -   127,490.    3,874,350.      MT  (+/- 180 meters Scaled)
 NF0921
 NF0921                          SUPERSEDED SURVEY CONTROL
 NF0921
 NF0921  NGVD 29 (??/??/92)  216.101  (m)          708.99   (f) ADJ UNCH    2 0
 NF0921
 NF0921.Superseded values are not recommended for survey control.
 NF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0921.See file dsdata.txt to determine how the superseded data were derived.
 NF0921
 NF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN902211(NAD 83)
 NF0921_MARKER: DB = BENCH MARK DISK
 NF0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0921_STAMPING: C 173 1948
 NF0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0921+STABILITY: SURFACE MOTION
 NF0921
 NF0921  HISTORY     - Date     Condition        Report By
 NF0921  HISTORY     - 1948     MONUMENTED       CGS
 NF0921  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0921  HISTORY     - 1989     GOOD             USPSQD
 NF0921
 NF0921                          STATION DESCRIPTION
 NF0921
 NF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0921'3.1 MI W FROM MONTEREY.
 NF0921'ABOUT 3.1 MILES WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0921'AT MONTEREY, ABOUT 1.05 MILES WEST OF THE JUNCTION OF A ROAD
 NF0921'NORTH AND DISTRICT NO. 6 SCHOOL HOUSE, SET IN THE NORTHWEST CORNER
 NF0921'OF A CROSS ROAD, AND IN THE SOUTHEAST CORNER OF A LARGE PLANTED
 NF0921'PINE FIELD, 53 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NF0921'32 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 2 FEET
 NF0921'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE EAST-WEST
 NF0921'ROAD, ABOUT LEVEL WITH THE ROAD NORTH AND SET IN THE TOP OF A
 NF0921'CONCRETE POST PROJECTING 6 INCHES.
 NF0921
 NF0921                          STATION RECOVERY (1987)
 NF0921
 NF0921'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0921'MARK NOT FOUND.
 NF0921
 NF0921                          STATION RECOVERY (1989)
 NF0921
 NF0921'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0921'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0643 ***********************************************************************
 NF0643  DESIGNATION -  C 174
 NF0643  PID         -  NF0643
 NF0643  STATE/COUNTY-  MI/ALLEGAN
 NF0643  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0643
 NF0643                         *CURRENT SURVEY CONTROL
 NF0643  ___________________________________________________________________
 NF0643* NAD 83(1986)-  42 25 10.     (N)    085 57 11.     (W)     SCALED    
 NF0643* NAVD 88     -       235.614  (meters)     773.01   (feet)  ADJUSTED  
 NF0643  ___________________________________________________________________
 NF0643  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0643  DYNAMIC HT  -         235.550 (meters)     772.80  (feet)  COMP
 NF0643  MODELED GRAV-     980,342.0   (mgal)                       NAVD 88
 NF0643
 NF0643  VERT ORDER  -  SECOND    CLASS 0
 NF0643
 NF0643.The horizontal coordinates were scaled from a topographic map and have
 NF0643.an estimated accuracy of +/- 6 seconds.
 NF0643
 NF0643.The orthometric height was determined by differential leveling
 NF0643.and adjusted by the National Geodetic Survey in June 1991..
 NF0643
 NF0643.The geoid height was determined by GEOID03.
 NF0643
 NF0643.The dynamic height is computed by dividing the NAVD 88
 NF0643.geopotential number by the normal gravity value computed on the
 NF0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0643.degrees latitude (g = 980.6199 gals.).
 NF0643
 NF0643.The modeled gravity was interpolated from observed gravity values.
 NF0643
 NF0643;                    North         East    Units  Estimated Accuracy
 NF0643;SPC MI S     -   103,360.    3,869,450.      MT  (+/- 180 meters Scaled)
 NF0643
 NF0643                          SUPERSEDED SURVEY CONTROL
 NF0643
 NF0643  NGVD 29 (??/??/92)  235.751  (m)          773.46   (f) ADJ UNCH    2 0
 NF0643
 NF0643.Superseded values are not recommended for survey control.
 NF0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0643.See file dsdata.txt to determine how the superseded data were derived.
 NF0643
 NF0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM861968(NAD 83)
 NF0643_MARKER: DB = BENCH MARK DISK
 NF0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0643_STAMPING: C 174 1948
 NF0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0643+STABILITY: SURFACE MOTION
 NF0643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0643+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0643
 NF0643  HISTORY     - Date     Condition        Report By
 NF0643  HISTORY     - 1948     MONUMENTED       CGS
 NF0643  HISTORY     - 1976     GOOD             MIDH
 NF0643  HISTORY     - 1984     GOOD             NGS
 NF0643  HISTORY     - 1989     GOOD             USPSQD
 NF0643  HISTORY     - 20060318 GOOD             USPSQD
 NF0643
 NF0643                          STATION DESCRIPTION
 NF0643
 NF0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0643'2.7 MI N FROM BLOOMINGDALE.
 NF0643'2.7 MILES NORTH ALONG A BLACK TOP ROAD TO CHESHIRE FROM THE
 NF0643'MICHIGAN CENTRAL RAILROAD STATION AT BLOOMINGDALE, AT THE
 NF0643'ALLEGAN-VAN BUREN COUNTY LINE, AT THE EAST END OF A SHORT
 NF0643'EAST-WEST TANGENT IN THE ROAD FOLLOWING THE COUNTY LINE AND AT
 NF0643'A CURVE IN THE ROAD WITH TANGENTS WEST AND NORTH, IN THE
 NF0643'NORTHWEST CORNER OF THE BASE LINE SCHOOL YARD, 42 FEET EAST OF
 NF0643'THE CENTER LINE OF THE GRAVEL ROAD CONNECTING COUNTY LINE ROAD
 NF0643'AND THE BLACK TOP ROAD, 132 FEET NORTH OF THE CENTER LINE OF THE
 NF0643'COUNTY LINE ROAD, 118 FEET SOUTHEAST OF THE CENTER LINE OF THE
 NF0643'BLACK TOP ROAD, 129 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 NF0643'THE MAIN PART OF SCHOOL BUILDING, 1.3 FEET SOUTH OF A WIRE
 NF0643'FENCE, 13.8 FEET EAST OF A CONCRETE FENCE CORNER POST, 2 FEET
 NF0643'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE GRAVEL
 NF0643'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0643
 NF0643                          STATION RECOVERY (1976)
 NF0643
 NF0643'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0643'RECOVERED IN GOOD CONDITION.
 NF0643
 NF0643                          STATION RECOVERY (1984)
 NF0643
 NF0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0643'RECOVERED IN GOOD CONDITION.
 NF0643
 NF0643                          STATION RECOVERY (1989)
 NF0643
 NF0643'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0643'RECOVERED IN GOOD CONDITION.
 NF0643
 NF0643                          STATION RECOVERY (2006)
 NF0643
 NF0643'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0643'1 FT WEST OF METAL WITNESS POST.  42 25 10.3 N  085 57 12.1 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0545 ***********************************************************************
 NF0545  DESIGNATION -  C 175
 NF0545  PID         -  NF0545
 NF0545  STATE/COUNTY-  MI/BARRY
 NF0545  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0545
 NF0545                         *CURRENT SURVEY CONTROL
 NF0545  ___________________________________________________________________
 NF0545* NAD 83(1986)-  42 27 55.     (N)    085 30 47.     (W)     SCALED    
 NF0545* NAVD 88     -       301.653  (meters)     989.67   (feet)  ADJUSTED  
 NF0545  ___________________________________________________________________
 NF0545  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF0545  DYNAMIC HT  -         301.562 (meters)     989.37  (feet)  COMP
 NF0545  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 NF0545
 NF0545  VERT ORDER  -  SECOND    CLASS 0
 NF0545
 NF0545.The horizontal coordinates were scaled from a topographic map and have
 NF0545.an estimated accuracy of +/- 6 seconds.
 NF0545
 NF0545.The orthometric height was determined by differential leveling
 NF0545.and adjusted by the National Geodetic Survey in June 1991..
 NF0545
 NF0545.The geoid height was determined by GEOID03.
 NF0545
 NF0545.The dynamic height is computed by dividing the NAVD 88
 NF0545.geopotential number by the normal gravity value computed on the
 NF0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0545.degrees latitude (g = 980.6199 gals.).
 NF0545
 NF0545.The modeled gravity was interpolated from observed gravity values.
 NF0545
 NF0545;                    North         East    Units  Estimated Accuracy
 NF0545;SPC MI S     -   107,860.    3,905,730.      MT  (+/- 180 meters Scaled)
 NF0545
 NF0545                          SUPERSEDED SURVEY CONTROL
 NF0545
 NF0545  NGVD 29 (??/??/92)  301.779  (m)          990.09   (f) ADJ UNCH    2 0
 NF0545
 NF0545.Superseded values are not recommended for survey control.
 NF0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0545.See file dsdata.txt to determine how the superseded data were derived.
 NF0545
 NF0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN222025(NAD 83)
 NF0545_MARKER: DB = BENCH MARK DISK
 NF0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0545_STAMPING: C 175 1948
 NF0545_MARK LOGO: CGS   
 NF0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0545+STABILITY: SURFACE MOTION
 NF0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0545+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0545
 NF0545  HISTORY     - Date     Condition        Report By
 NF0545  HISTORY     - 1948     MONUMENTED       CGS
 NF0545  HISTORY     - 1966     GOOD             USGS
 NF0545  HISTORY     - 1989     GOOD             USPSQD
 NF0545  HISTORY     - 19940312 GOOD             LOCENG
 NF0545  HISTORY     - 19940312 GOOD             MI-015
 NF0545  HISTORY     - 19970311 GOOD             USPSQD
 NF0545  HISTORY     - 20051015 GOOD             USPSQD
 NF0545
 NF0545                          STATION DESCRIPTION
 NF0545
 NF0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0545'1.6 MI E FROM DOSTER.
 NF0545'1.65 MILES EAST ALONG A GRAVEL ROAD FROM THE COUNTY LINE
 NF0545'CROSSROAD AT DOSTER, AT THE TOP OF A GRADE AND AT A CROSSROAD,
 NF0545'102 FEET NORTH OF THE ROAD EAST, 30 FEET EAST OF THE CENTER
 NF0545'LINE OF THE ROAD NORTH, 1 FOOT WEST OF A WIRE FENCE, 75 FEET
 NF0545'NORTH OF A FENCE CORNER, 21 FEET SOUTH OF A 10-INCH OAK TREE AT
 NF0545'FENCE LINE, 2 FEET SOUTH OF A METAL WOODEN WITNESS POST, 1 1/2
 NF0545'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0545'PROJECTING 4 INCHES.
 NF0545
 NF0545                          STATION RECOVERY (1966)
 NF0545
 NF0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0545'RECOVERED IN GOOD CONDITION.
 NF0545
 NF0545                          STATION RECOVERY (1989)
 NF0545
 NF0545'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0545'RECOVERED IN GOOD CONDITION.
 NF0545
 NF0545                          STATION RECOVERY (1994)
 NF0545
 NF0545'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0545'ACROSS BURCHETT ROAD AND 23.0 FT (7.0 M) SOUTH OF THE PROJECTED SOUTH
 NF0545'WALL OF HOUSE NUMBER 12990.  THE WIRE FENCE AND OAK TREES MENTIONED IN
 NF0545'THE OLD DESCRIPTION ARE GONE.  3-MILE ROAD FROM DOSTER IS NOW
 NF0545'BITUMINOUS.  POORLY SUITABLE FOR USE WITH GPS.  A CARSONITE WITNESS
 NF0545'POST WAS INSTALLED 1.0 FT (0.3 M) EAST OF STATION.
 NF0545
 NF0545                          STATION RECOVERY (1994)
 NF0545
 NF0545'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0545'ACROSS BURCHETT ROAD AND 23 FT SOUTH OF THE PROJECTED SOUTH WALL OF
 NF0545'HOUSE NUMBER 12900, WIRE FENCE AND OAK ARE GONE, 3 MILES (4.8 KM) ROAD
 NF0545'FROM DOSTER IS NOW BITUMINOUS, POORLY SITUATED FOR GPS. CARSONITE
 NF0545'WITNESS POST INSTALLED 1 FOOT EAST OF MARK LOCATED IN THE SOUTHEAST
 NF0545'1/4 OF SECTION 17, PRAIRIEVILLE TOWNSHIP.
 NF0545
 NF0545                          STATION RECOVERY (1997)
 NF0545
 NF0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0545'RECOVERED IN GOOD CONDITION.
 NF0545
 NF0545                          STATION RECOVERY (2005)
 NF0545
 NF0545'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0840 ***********************************************************************
 NF0840  DESIGNATION -  C 176
 NF0840  PID         -  NF0840
 NF0840  STATE/COUNTY-  MI/ALLEGAN
 NF0840  USGS QUAD   -  ORANGEVILLE (1982)
 NF0840
 NF0840                         *CURRENT SURVEY CONTROL
 NF0840  ___________________________________________________________________
 NF0840* NAD 83(1986)-  42 35 39.     (N)    085 34 38.     (W)     SCALED    
 NF0840* NAVD 88     -       238.113  (meters)     781.21   (feet)  ADJUSTED  
 NF0840  ___________________________________________________________________
 NF0840  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0840  DYNAMIC HT  -         238.045 (meters)     780.99  (feet)  COMP
 NF0840  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 NF0840
 NF0840  VERT ORDER  -  SECOND    CLASS 0
 NF0840
 NF0840.The horizontal coordinates were scaled from a topographic map and have
 NF0840.an estimated accuracy of +/- 6 seconds.
 NF0840
 NF0840.The orthometric height was determined by differential leveling
 NF0840.and adjusted by the National Geodetic Survey in June 1991..
 NF0840
 NF0840.The geoid height was determined by GEOID03.
 NF0840
 NF0840.The dynamic height is computed by dividing the NAVD 88
 NF0840.geopotential number by the normal gravity value computed on the
 NF0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0840.degrees latitude (g = 980.6199 gals.).
 NF0840
 NF0840.The modeled gravity was interpolated from observed gravity values.
 NF0840
 NF0840;                    North         East    Units  Estimated Accuracy
 NF0840;SPC MI S     -   122,250.    3,900,650.      MT  (+/- 180 meters Scaled)
 NF0840
 NF0840                          SUPERSEDED SURVEY CONTROL
 NF0840
 NF0840  NGVD 29 (??/??/92)  238.240  (m)          781.63   (f) ADJ UNCH    2 0
 NF0840
 NF0840.Superseded values are not recommended for survey control.
 NF0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0840.See file dsdata.txt to determine how the superseded data were derived.
 NF0840
 NF0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN167167(NAD 83)
 NF0840_MARKER: DB = BENCH MARK DISK
 NF0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0840_STAMPING: C 176 1948
 NF0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0840+STABILITY: SURFACE MOTION
 NF0840
 NF0840  HISTORY     - Date     Condition        Report By
 NF0840  HISTORY     - 1948     MONUMENTED       CGS
 NF0840  HISTORY     - 19971011 GOOD             USPSQD
 NF0840
 NF0840                          STATION DESCRIPTION
 NF0840
 NF0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0840'3 MI E FROM SHELBYVILLE.
 NF0840'ABOUT 3.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0840'RAILROAD STATION AT SHELBYVILLE, AT A JOGGED CROSSROAD AND AT
 NF0840'THE EAST END OF A CUT, 27 FEET SOUTH OF THE CENTER LINE OF THE
 NF0840'BLACK TOP ROAD, 170 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 NF0840'ROAD SOUTH, 1 FOOT NORTH OF A WIRE FENCE, 45.5 FEET WEST OF A
 NF0840'TELEPHONE POLE, 50 FEET EAST OF A 20-INCH MAPLE TREE, 2 FEET
 NF0840'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK
 NF0840'TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0840'INCHES.
 NF0840
 NF0840                          STATION RECOVERY (1997)
 NF0840
 NF0840'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0372 ***********************************************************************
 NF0372  DESIGNATION -  C 177
 NF0372  PID         -  NF0372
 NF0372  STATE/COUNTY-  MI/BARRY
 NF0372  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0372
 NF0372                         *CURRENT SURVEY CONTROL
 NF0372  ___________________________________________________________________
 NF0372* NAD 83(1986)-  42 40 29.     (N)    085 24 04.     (W)     SCALED    
 NF0372* NAVD 88     -       241.964  (meters)     793.84   (feet)  ADJUSTED  
 NF0372  ___________________________________________________________________
 NF0372  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF0372  DYNAMIC HT  -         241.892 (meters)     793.61  (feet)  COMP
 NF0372  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NF0372
 NF0372  VERT ORDER  -  SECOND    CLASS 0
 NF0372
 NF0372.The horizontal coordinates were scaled from a topographic map and have
 NF0372.an estimated accuracy of +/- 6 seconds.
 NF0372
 NF0372.The orthometric height was determined by differential leveling
 NF0372.and adjusted by the National Geodetic Survey in June 1991..
 NF0372
 NF0372.The geoid height was determined by GEOID03.
 NF0372
 NF0372.The dynamic height is computed by dividing the NAVD 88
 NF0372.geopotential number by the normal gravity value computed on the
 NF0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0372.degrees latitude (g = 980.6199 gals.).
 NF0372
 NF0372.The modeled gravity was interpolated from observed gravity values.
 NF0372
 NF0372;                    North         East    Units  Estimated Accuracy
 NF0372;SPC MI S     -   131,010.    3,915,220.      MT  (+/- 180 meters Scaled)
 NF0372
 NF0372                          SUPERSEDED SURVEY CONTROL
 NF0372
 NF0372  NGVD 29 (??/??/92)  242.088  (m)          794.25   (f) ADJ UNCH    2 0
 NF0372
 NF0372.Superseded values are not recommended for survey control.
 NF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0372.See file dsdata.txt to determine how the superseded data were derived.
 NF0372
 NF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN310259(NAD 83)
 NF0372_MARKER: DB = BENCH MARK DISK
 NF0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0372_STAMPING: C 177 1948
 NF0372_MARK LOGO: CGS   
 NF0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0372+STABILITY: SURFACE MOTION
 NF0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0372+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0372
 NF0372  HISTORY     - Date     Condition        Report By
 NF0372  HISTORY     - 1948     MONUMENTED       CGS
 NF0372  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0372  HISTORY     - 1985     GOOD             USPSQD
 NF0372  HISTORY     - 1987     GOOD             USPSQD
 NF0372  HISTORY     - 19940312 GOOD             LOCENG
 NF0372  HISTORY     - 19940312 GOOD             MI-015
 NF0372  HISTORY     - 20041030 GOOD             USPSQD
 NF0372
 NF0372                          STATION DESCRIPTION
 NF0372
 NF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0372'5.4 MI SE FROM MIDDLEVILLE.
 NF0372'5.45 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K. KELLOGG
 NF0372'SCHOOL AT MIDDLEVILLE, AT HOUSE NO. 5560 ON NORTH SIDE OF ROAD,
 NF0372'120 FEET SOUTH-SOUTHWEST AND ACROSS HIGHWAY FROM THE SOUTHWEST
 NF0372'CORNER OF THE HOUSE, 106 FEET SOUTHEAST OF THE EAST END OF GUARD
 NF0372'RAIL ON SOUTH SIDE OF HIGHWAY, 49 FEET SOUTH OF THE CENTER LINE
 NF0372'OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE WEST ONE OF A ROW OF
 NF0372'TREES ALONG HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, 1 102 FEET
 NF0372'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0372'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NF0372
 NF0372                          STATION RECOVERY (1979)
 NF0372
 NF0372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0372'MARK NOT FOUND.
 NF0372
 NF0372                          STATION RECOVERY (1985)
 NF0372
 NF0372'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0372'HOUSE GONE AND GUARD RAIL GONE.
 NF0372
 NF0372                          STATION RECOVERY (1987)
 NF0372
 NF0372'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0372'RECOVERED IN GOOD CONDITION.
 NF0372
 NF0372                          STATION RECOVERY (1994)
 NF0372
 NF0372'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0372'THE WOODEN WITNESS POST MENTIONED IN OLD DESCRIPTION WAS FOUND.  THE
 NF0372'HOUSE IS GONE.  STATION IS LOCATED NEAR THE WEST END OF AN EAST-WEST
 NF0372'LINE OF SMALL OAK TREES, 185.0 FT (56.4 M) EAST OF THE EAST END OF
 NF0372'CONCRETE CULVERT ENCLOSURE.  A CARSONITE WITNESS POST WAS INSTALLED BY
 NF0372'THE STATION.  STATION IS NOT SUITABLE FOR USE WITH GPS.
 NF0372
 NF0372                          STATION RECOVERY (1994)
 NF0372
 NF0372'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0372'WOOD WITNESS POST FOUND, HOUSE IS GONE, NEAR THE WEST END OF AN
 NF0372'EAST-WEST LINE OF SMALL OAK TREES, 185 FEET EAST OF EAST END OF
 NF0372'CONCRETE CULVERT ENCLOSURE.  NOT SUITABLE FOR GPS. CARSONITE WITNESS
 NF0372'POST INSTALLED.
 NF0372
 NF0372                          STATION RECOVERY (2004)
 NF0372
 NF0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0372'COORDINATES 42 40 29.4 N BY 085 24 02.0 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0679 ***********************************************************************
 NE0679  DESIGNATION -  C 178
 NE0679  PID         -  NE0679
 NE0679  STATE/COUNTY-  MI/WASHTENAW
 NE0679  USGS QUAD   -  PINCKNEY (1983)
 NE0679
 NE0679                         *CURRENT SURVEY CONTROL
 NE0679  ___________________________________________________________________
 NE0679* NAD 83(1986)-  42 22 57.     (N)    083 55 12.     (W)     SCALED    
 NE0679* NAVD 88     -       261.255  (meters)     857.13   (feet)  ADJUSTED  
 NE0679  ___________________________________________________________________
 NE0679  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NE0679  DYNAMIC HT  -         261.181 (meters)     856.89  (feet)  COMP
 NE0679  MODELED GRAV-     980,328.9   (mgal)                       NAVD 88
 NE0679
 NE0679  VERT ORDER  -  FIRST     CLASS II
 NE0679
 NE0679.The horizontal coordinates were scaled from a topographic map and have
 NE0679.an estimated accuracy of +/- 6 seconds.
 NE0679
 NE0679.The orthometric height was determined by differential leveling
 NE0679.and adjusted by the National Geodetic Survey in June 1991..
 NE0679
 NE0679.The geoid height was determined by GEOID03.
 NE0679
 NE0679.The dynamic height is computed by dividing the NAVD 88
 NE0679.geopotential number by the normal gravity value computed on the
 NE0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0679.degrees latitude (g = 980.6199 gals.).
 NE0679
 NE0679.The modeled gravity was interpolated from observed gravity values.
 NE0679
 NE0679;                    North         East    Units  Estimated Accuracy
 NE0679;SPC MI S     -    98,120.    4,036,780.      MT  (+/- 180 meters Scaled)
 NE0679
 NE0679                          SUPERSEDED SURVEY CONTROL
 NE0679
 NE0679  NGVD 29 (??/??/92)  261.386  (m)          857.56   (f) ADJ UNCH    1 2
 NE0679
 NE0679.Superseded values are not recommended for survey control.
 NE0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0679.See file dsdata.txt to determine how the superseded data were derived.
 NE0679
 NE0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG596963(NAD 83)
 NE0679_MARKER: DB = BENCH MARK DISK
 NE0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0679_STAMPING: C 178 1948
 NE0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0679+STABILITY: SURFACE MOTION
 NE0679
 NE0679  HISTORY     - Date     Condition        Report By
 NE0679  HISTORY     - 1948     MONUMENTED       CGS
 NE0679  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0679  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0679
 NE0679                          STATION DESCRIPTION
 NE0679
 NE0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0679'4.2 MI NNW FROM DEXTER.
 NE0679'4.15 MILES NORTH-NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE
 NE0679'UNION SCHOOL AT DEXTER, ABOUT 0.4 MILE SOUTH OF A CROSS ROAD,
 NE0679'AT THE SOUTHEAST CORNER OF THE LAWN AT A SMALL BROWN HOUSE ON
 NE0679'WEST SIDE OF ROAD, 140 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 NE0679'OF THE HOUSE, 118 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVE
 NE0679'TO HOUSE, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 NE0679'SOUTH OF THE SOUTHEAST END OF A POLE FENCE, 70 FEET WEST-SOUTHWEST
 NE0679'AND ACROSS THE ROAD FROM POLE NO. 578, 1 1/2 FEET NORTH OF A
 NE0679'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 NE0679'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NE0679
 NE0679                          STATION RECOVERY (1985)
 NE0679
 NE0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0679'MARK NOT FOUND.
 NE0679
 NE0679                          STATION RECOVERY (1998)
 NE0679
 NE0679'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0491 ***********************************************************************
 NE0491  DESIGNATION -  C 180
 NE0491  PID         -  NE0491
 NE0491  STATE/COUNTY-  MI/MONROE
 NE0491  USGS QUAD   -  FLAT ROCK (1973)
 NE0491
 NE0491                         *CURRENT SURVEY CONTROL
 NE0491  ___________________________________________________________________
 NE0491* NAD 83(1986)-  42 02 26.     (N)    083 15 57.     (W)     SCALED    
 NE0491* NAVD 88     -       179.947  (meters)     590.38   (feet)  ADJUSTED  
 NE0491  ___________________________________________________________________
 NE0491  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 NE0491  DYNAMIC HT  -         179.886 (meters)     590.18  (feet)  COMP
 NE0491  MODELED GRAV-     980,276.6   (mgal)                       NAVD 88
 NE0491
 NE0491  VERT ORDER  -  FIRST     CLASS I
 NE0491
 NE0491.The horizontal coordinates were scaled from a topographic map and have
 NE0491.an estimated accuracy of +/- 6 seconds.
 NE0491
 NE0491.The orthometric height was determined by differential leveling
 NE0491.and adjusted by the National Geodetic Survey in June 1991..
 NE0491.WARNING-Repeat measurements at this control monument indicate possible
 NE0491.vertical movement.
 NE0491
 NE0491.The geoid height was determined by GEOID03.
 NE0491
 NE0491.The dynamic height is computed by dividing the NAVD 88
 NE0491.geopotential number by the normal gravity value computed on the
 NE0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0491.degrees latitude (g = 980.6199 gals.).
 NE0491
 NE0491.The modeled gravity was interpolated from observed gravity values.
 NE0491
 NE0491;                    North         East    Units  Estimated Accuracy
 NE0491;SPC MI S     -    60,640.    4,091,150.      MT  (+/- 180 meters Scaled)
 NE0491
 NE0491                          SUPERSEDED SURVEY CONTROL
 NE0491
 NE0491  NGVD 29 (??/??/92)  180.114  (m)          590.92   (f) ADJ UNCH    1 1
 NE0491
 NE0491.Superseded values are not recommended for survey control.
 NE0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0491.See file dsdata.txt to determine how the superseded data were derived.
 NE0491
 NE0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG124567(NAD 83)
 NE0491_MARKER: DB = BENCH MARK DISK
 NE0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0491_STAMPING: C 180 1954
 NE0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0491+STABILITY: SURFACE MOTION
 NE0491
 NE0491  HISTORY     - Date     Condition        Report By
 NE0491  HISTORY     - 1954     MONUMENTED       CGS
 NE0491  HISTORY     - 1968     GOOD             NGS
 NE0491  HISTORY     - 1973     GOOD             NGS
 NE0491  HISTORY     - 1988     GOOD             USPSQD
 NE0491  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 NE0491
 NE0491                          STATION DESCRIPTION
 NE0491
 NE0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0491'2.2 MI SW FROM ROCKWOOD.
 NE0491'ABOUT 2.2 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0491'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0491'ABOUT 0.1 MILE SOUTHWEST OF THE CROSSING OF DIXIE HIGHWAY, AT
 NE0491'AN ABANDONED ROAD CROSSING, 92.3 FEET SOUTHEAST OF THE SOUTHEAST
 NE0491'RAIL OF THE MAIN TRACK, 31 1/2 FEET SOUTH OF A 30 INCH  POPLAR
 NE0491'TREE (THE WEST ONE OF FOUR), 6 FEET WEST OF A 10-INCH CRAB APPLE
 NE0491'TREE, 2 FEET NORTHWEST OF A 1-FOOT HIGH RAIL SET VERTICALLY,
 NE0491'1.2 FEET NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE
 NE0491'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 NE0491'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 20,
 NE0491'T 5 S, R 10 E
 NE0491
 NE0491                          STATION RECOVERY (1973)
 NE0491
 NE0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0491'RECOVERED IN GOOD CONDITION.
 NE0491
 NE0491                          STATION RECOVERY (1988)
 NE0491
 NE0491'RECOVERY NOTE BY US POWER SQUADRON 1988 (BM)
 NE0491'RECOVERED IN GOOD CONDITION.
 NE0491
 NE0491                          STATION RECOVERY (1992)
 NE0491
 NE0491'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0035 ***********************************************************************
 QJ0035  DESIGNATION -  C 183
 QJ0035  PID         -  QJ0035
 QJ0035  STATE/COUNTY-  MI/ALPENA
 QJ0035  USGS QUAD   -  ALPENA (1971)
 QJ0035
 QJ0035                         *CURRENT SURVEY CONTROL
 QJ0035  ___________________________________________________________________
 QJ0035* NAD 83(1986)-  45 03 42.     (N)    083 29 33.     (W)     SCALED    
 QJ0035* NAVD 88     -       192.672  (meters)     632.12   (feet)  ADJUSTED  
 QJ0035  ___________________________________________________________________
 QJ0035  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 QJ0035  DYNAMIC HT  -         192.658 (meters)     632.08  (feet)  COMP
 QJ0035  MODELED GRAV-     980,540.6   (mgal)                       NAVD 88
 QJ0035
 QJ0035  VERT ORDER  -  SECOND    CLASS 0
 QJ0035
 QJ0035.The horizontal coordinates were scaled from a topographic map and have
 QJ0035.an estimated accuracy of +/- 6 seconds.
 QJ0035
 QJ0035.The orthometric height was determined by differential leveling
 QJ0035.and adjusted by the National Geodetic Survey in June 1991..
 QJ0035
 QJ0035.The geoid height was determined by GEOID03.
 QJ0035
 QJ0035.The dynamic height is computed by dividing the NAVD 88
 QJ0035.geopotential number by the normal gravity value computed on the
 QJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0035.degrees latitude (g = 980.6199 gals.).
 QJ0035
 QJ0035.The modeled gravity was interpolated from observed gravity values.
 QJ0035
 QJ0035;                    North         East    Units  Estimated Accuracy
 QJ0035;SPC MI C     -   194,280.    6,068,840.      MT  (+/- 180 meters Scaled)
 QJ0035
 QJ0035                          SUPERSEDED SURVEY CONTROL
 QJ0035
 QJ0035  NGVD 29 (??/??/92)  192.816  (m)          632.60   (f) ADJ UNCH    2 0
 QJ0035
 QJ0035.Superseded values are not recommended for survey control.
 QJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0035.See file dsdata.txt to determine how the superseded data were derived.
 QJ0035
 QJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK037928(NAD 83)
 QJ0035_MARKER: DB = BENCH MARK DISK
 QJ0035_SETTING: 80 = SET IN A BOULDER
 QJ0035_SP_SET: BOULDER
 QJ0035_STAMPING: C 183 1966
 QJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0035+STABILITY: SURFACE MOTION
 QJ0035
 QJ0035  HISTORY     - Date     Condition        Report By
 QJ0035  HISTORY     - 1966     MONUMENTED       CGS
 QJ0035  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0035  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0035
 QJ0035                          STATION DESCRIPTION
 QJ0035
 QJ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0035'3 MI W FROM ALPENA.
 QJ0035'THE MARK IS LOCATED 3.0 MILES WEST OF THE INTERSECTION OF STATE
 QJ0035'HIGHWAY 32 AND THE DETROIT AND MACKINAC RAILROAD TRACKS AT THE
 QJ0035'INTERSECTION OF STATE HIGHWAY 32 AND WALTER STREET 0.9 MILE WEST
 QJ0035'OF B 183 AND 1.25 MILES EAST OF D 183, 90 FEET WEST OF THE
 QJ0035'CENTERLINE OF WALTER STREET, AND 54 FEET NORTH OF THE CENTERLINE
 QJ0035'OF STATE HIGHWAY 32.  THE MARK IS A STANDARD DISK STAMPED C 183
 QJ0035'1966 SET IN THE TOP OF A LARGE BOULDER WHICH PROJECTS 3 FEET AND
 QJ0035'IS 1 FOOT LOWER THAN THE ROAD.
 QJ0035
 QJ0035                          STATION RECOVERY (1983)
 QJ0035
 QJ0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0035'NOT RECOVERED, HIGHWAY WIDENED, BOULDER HAS BEEN MOVED, DISK LOST.
 QJ0035
 QJ0035                          STATION RECOVERY (1999)
 QJ0035
 QJ0035'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0477 ***********************************************************************
 NE0477  DESIGNATION -  C 185
 NE0477  PID         -  NE0477
 NE0477  STATE/COUNTY-  MI/WAYNE
 NE0477  USGS QUAD   -  INKSTER (1983)
 NE0477
 NE0477                         *CURRENT SURVEY CONTROL
 NE0477  ___________________________________________________________________
 NE0477* NAD 83(1986)-  42 17 15.     (N)    083 19 46.     (W)     SCALED    
 NE0477* NAVD 88     -       195.131  (meters)     640.19   (feet)  ADJUSTED  
 NE0477  ___________________________________________________________________
 NE0477  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NE0477  DYNAMIC HT  -         195.073 (meters)     640.00  (feet)  COMP
 NE0477  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NE0477
 NE0477  VERT ORDER  -  SECOND    CLASS 0
 NE0477
 NE0477.The horizontal coordinates were scaled from a topographic map and have
 NE0477.an estimated accuracy of +/- 6 seconds.
 NE0477
 NE0477.The orthometric height was determined by differential leveling
 NE0477.and adjusted by the National Geodetic Survey in June 1991..
 NE0477
 NE0477.The geoid height was determined by GEOID03.
 NE0477
 NE0477.The dynamic height is computed by dividing the NAVD 88
 NE0477.geopotential number by the normal gravity value computed on the
 NE0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0477.degrees latitude (g = 980.6199 gals.).
 NE0477
 NE0477.The modeled gravity was interpolated from observed gravity values.
 NE0477
 NE0477;                    North         East    Units  Estimated Accuracy
 NE0477;SPC MI S     -    88,000.    4,085,540.      MT  (+/- 180 meters Scaled)
 NE0477
 NE0477                          SUPERSEDED SURVEY CONTROL
 NE0477
 NE0477  NGVD 29 (??/??/92)  195.270  (m)          640.65   (f) ADJ UNCH    2 0
 NE0477
 NE0477.Superseded values are not recommended for survey control.
 NE0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0477.See file dsdata.txt to determine how the superseded data were derived.
 NE0477
 NE0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079843(NAD 83)
 NE0477_MARKER: DB = BENCH MARK DISK
 NE0477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0477_SP_SET: RETAINING WALL
 NE0477_STAMPING: C 185 1958
 NE0477_MARK LOGO: CGS   
 NE0477_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0477+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2006
 NE0477
 NE0477  HISTORY     - Date     Condition        Report By
 NE0477  HISTORY     - 1958     MONUMENTED       CGS
 NE0477  HISTORY     - 1975     GOOD             NGS
 NE0477  HISTORY     - 1983     GOOD             LOCSUR
 NE0477  HISTORY     - 1985     GOOD             NGS
 NE0477  HISTORY     - 19981201 GOOD             NGS
 NE0477  HISTORY     - 19990811 GOOD             USPSQD
 NE0477  HISTORY     - 20060912 GOOD             MANNIK
 NE0477
 NE0477                          STATION DESCRIPTION
 NE0477
 NE0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0477'AT INKSTER.
 NE0477'THE MARK IS LOCATED ON THE WEST EDGE OF INKSTER, WAYNE COUNTY,
 NE0477'MICHIGAN ON THE SOUTHWEST WING WALL OF RAILROAD OVER PASS AT
 NE0477'THE INTERSECTION OF MIDDLE BELT ROAD AND THE MICHIGAN CENTRAL
 NE0477'(NYC) RAIL ROAD, APPROXIMATELY 31.5 FEET WEST OF THE CENTER-LINE
 NE0477'OF THE ROAD, 14.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 NE0477'TRACK, AND 6.4 FEET SOUTH OF THE WEST END OF THE STEEL PLATE
 NE0477'BRIDGE GIRDER.  THE MARK IS SET IN A DRILL HOLE AND IS ABOUT
 NE0477'4 FEET BELOW THE LEVEL OF THE TRACK.
 NE0477
 NE0477                          STATION RECOVERY (1975)
 NE0477
 NE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (1983)
 NE0477
 NE0477'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (1985)
 NE0477
 NE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (1998)
 NE0477
 NE0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 NE0477'OTHER ALIASES INCLUSE DOD 2186-7, IGB 15323 AND NN 435. STATION IS IN
 NE0477'INKSTER (A SUBURB OF DETROIT) , MICHIGAN, AT THE NORTHEAST CORNER OF
 NE0477'THE INKSTER HIGH SCHOOL.  IT IS 11.3 MI (18.2 KM) WEST OF THE
 NE0477'CITY-COUNTY BUILDING IN DOWNTOWN DETROIT AND 3.1 MI (5.0 KM) NNE OF
 NE0477'DETROIT METROPOLITAN-WAYNE COUNTY AIRPORT.  TO ACCESS FROM EXIT 199 OF
 NE0477'WESTBOUND INTERSTATE 94, GO NORTH ON MIDDLE BELT ROAD FOR 3.1 MI (5.0
 NE0477'KM) .  TURN WEST, LEFT, INTO PARKING LOT OF INKSTER HIGH SCHOOL AND
 NE0477'PROCEED TO ITS NORTHEAST CORNER.  THIS IS 0.13 MI (0.21 KM) SOUTH OF
 NE0477'INTERSECTION OF MIDDLE BELT ROAD AND US ROUTE 12 (MICHIGAN AVENUE) .
 NE0477'DISK IS SET IN TOP OF THE SOUTHWEST WING WALL OF THE CONRAIL OVERPASS
 NE0477'OVER MIDDLE BELT ROAD, 4.44 M (14.57 FT) SOUTH OF SOUTH RAIL OF THE
 NE0477'SOUTHERN OF TWO SETS OF TRACKS, 0.32 M (1.05 FT) EAST OF WEST EDGE OF
 NE0477'WALL, 0.32 M (1.05 FT) WEST OF EAST EDGE OF WALL, 2.8 M (9.2 FT) NORTH
 NE0477'OF SOUTH EDGE OF WALL, 9.70 M (31.82 FT) WEST OF CENTER OF MIDDLE BELT
 NE0477'ROAD, AND 5.85 M (19.19 FT) ABOVE SIDEWALK.  TRACKS WERE ONCE PART OF
 NE0477'MICHIGAN CENTRAL AND NEW YORK CENTRAL RAILROADS.
 NE0477
 NE0477                          STATION RECOVERY (1999)
 NE0477
 NE0477'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0477'RECOVERED IN GOOD CONDITION.
 NE0477
 NE0477                          STATION RECOVERY (2006)
 NE0477
 NE0477'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (ELA)
 NE0477'SEVERAL 3-4 INCH DIAMETER TREES EXIST OVER THE MARKER (ALONG WITH
 NE0477'STUMPS FROM OTHER TREES), MAKING OBSERVATION IMPOSSIBLE WITHOUT
 NE0477'REMOVAL OF THE TREES AND STUMPS.  ADDITIONALLY, 3-4 INCH DIAMETER
 NE0477'TREES ARE GROWING TO THE SOUTH OF THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0495 ***********************************************************************
 NF0495  DESIGNATION -  C 187
 NF0495  PID         -  NF0495
 NF0495  STATE/COUNTY-  MI/CALHOUN
 NF0495  USGS QUAD   -  BATTLE CREEK (1985)
 NF0495
 NF0495                         *CURRENT SURVEY CONTROL
 NF0495  ___________________________________________________________________
 NF0495* NAD 83(1986)-  42 19 06.     (N)    085 13 28.     (W)     SCALED    
 NF0495* NAVD 88     -       276.161  (meters)     906.04   (feet)  ADJUSTED  
 NF0495  ___________________________________________________________________
 NF0495  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF0495  DYNAMIC HT  -         276.074 (meters)     905.75  (feet)  COMP
 NF0495  MODELED GRAV-     980,301.0   (mgal)                       NAVD 88
 NF0495
 NF0495  VERT ORDER  -  FIRST     CLASS II
 NF0495
 NF0495.The horizontal coordinates were scaled from a topographic map and have
 NF0495.an estimated accuracy of +/- 6 seconds.
 NF0495
 NF0495.The orthometric height was determined by differential leveling
 NF0495.and adjusted by the National Geodetic Survey in June 1991..
 NF0495
 NF0495.The geoid height was determined by GEOID03.
 NF0495
 NF0495.The dynamic height is computed by dividing the NAVD 88
 NF0495.geopotential number by the normal gravity value computed on the
 NF0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0495.degrees latitude (g = 980.6199 gals.).
 NF0495
 NF0495.The modeled gravity was interpolated from observed gravity values.
 NF0495
 NF0495;                    North         East    Units  Estimated Accuracy
 NF0495;SPC MI S     -    91,260.    3,929,290.      MT  (+/- 180 meters Scaled)
 NF0495
 NF0495                          SUPERSEDED SURVEY CONTROL
 NF0495
 NF0495  NGVD 29 (01/19/93)  276.291  (m)          906.46   (f) ADJUSTED    1 2
 NF0495
 NF0495.Superseded values are not recommended for survey control.
 NF0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0495.See file dsdata.txt to determine how the superseded data were derived.
 NF0495
 NF0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM463866(NAD 83)
 NF0495_MARKER: DB = BENCH MARK DISK
 NF0495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF0495_SP_SET: HEADWALL
 NF0495_STAMPING: C 187 1962
 NF0495_MARK LOGO: CGS   
 NF0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0495+STABILITY: SURFACE MOTION
 NF0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0495+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 NF0495
 NF0495  HISTORY     - Date     Condition        Report By
 NF0495  HISTORY     - 1962     MONUMENTED       CGS
 NF0495  HISTORY     - 1977     POOR             MIDH
 NF0495  HISTORY     - 1985     GOOD             NGS
 NF0495  HISTORY     - 1987     GOOD             USPSQD
 NF0495  HISTORY     - 20011128 GOOD             NGS
 NF0495  HISTORY     - 20031018 GOOD             USPSQD
 NF0495  HISTORY     - 20050208 GOOD             INDIV
 NF0495
 NF0495                          STATION DESCRIPTION
 NF0495
 NF0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0495'2.7 MI W FROM BATTLE CREEK.
 NF0495'THE BENCH MARK IS 2.7 MILES WEST OF THE GRAND TRUNK WESTERN
 NF0495'RAILROAD STATION AT BATTLE CREEK, MICHIGAN, ALONG THE GRAND
 NF0495'TRUNK WESTERN RAILROAD SPUR LINE TO KELLOGG FIELD.  THE MARK IS
 NF0495'163 FT SW OF THE INTERSECTION OF DICKMAN ROAD AND 24TH STREET,
 NF0495'44 FT SOUTH OF THE SOUTH SIDE OF DICKMAN ROAD, AND 13 FEET
 NF0495'WEST OF THE WEST RAIL.  SET IN THE TOP OF A WEIR NOTCH DAM.
 NF0495
 NF0495                          STATION RECOVERY (1977)
 NF0495
 NF0495'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0495'MARK RECOVERED IN POOR CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (1985)
 NF0495
 NF0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (1987)
 NF0495
 NF0495'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (2001)
 NF0495
 NF0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0495'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0495
 NF0495                          STATION RECOVERY (2003)
 NF0495
 NF0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF0495'RECOVERED IN GOOD CONDITION.
 NF0495
 NF0495                          STATION RECOVERY (2005)
 NF0495
 NF0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JLW)
 NF0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0239 ***********************************************************************
 NF0239  DESIGNATION -  C 18=719
 NF0239  PID         -  NF0239
 NF0239  STATE/COUNTY-  MI/IONIA
 NF0239  USGS QUAD   -  PORTLAND SOUTH (1978)
 NF0239
 NF0239                         *CURRENT SURVEY CONTROL
 NF0239  ___________________________________________________________________
 NF0239* NAD 83(1986)-  42 52 05.     (N)    084 53 30.     (W)     SCALED    
 NF0239* NAVD 88     -       218.927  (meters)     718.26   (feet)  ADJUSTED  
 NF0239  ___________________________________________________________________
 NF0239  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NF0239  DYNAMIC HT  -         218.866 (meters)     718.06  (feet)  COMP
 NF0239  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 NF0239
 NF0239  VERT ORDER  -  FIRST     CLASS II
 NF0239
 NF0239.The horizontal coordinates were scaled from a topographic map and have
 NF0239.an estimated accuracy of +/- 6 seconds.
 NF0239
 NF0239.The orthometric height was determined by differential leveling
 NF0239.and adjusted by the National Geodetic Survey in June 1991..
 NF0239
 NF0239.The geoid height was determined by GEOID03.
 NF0239
 NF0239.The dynamic height is computed by dividing the NAVD 88
 NF0239.geopotential number by the normal gravity value computed on the
 NF0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0239.degrees latitude (g = 980.6199 gals.).
 NF0239
 NF0239.The modeled gravity was interpolated from observed gravity values.
 NF0239
 NF0239;                    North         East    Units  Estimated Accuracy
 NF0239;SPC MI S     -   152,090.    3,957,100.      MT  (+/- 180 meters Scaled)
 NF0239
 NF0239                          SUPERSEDED SURVEY CONTROL
 NF0239
 NF0239  NGVD 29 (??/??/92)  219.065  (m)          718.72   (f) ADJ UNCH    1 2
 NF0239
 NF0239.Superseded values are not recommended for survey control.
 NF0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0239.See file dsdata.txt to determine how the superseded data were derived.
 NF0239
 NF0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN722483(NAD 83)
 NF0239_MARKER: P = PIPE CAP
 NF0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NF0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NF0239_STAMPING: MICH 718.716 1916
 NF0239_PROJECTION: FLUSH
 NF0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0239
 NF0239  HISTORY     - Date     Condition        Report By
 NF0239  HISTORY     - 1916     MONUMENTED       USGS
 NF0239  HISTORY     - 1916     GOOD             NGS
 NF0239  HISTORY     - 1934     GOOD             NGS
 NF0239  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0239  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0239
 NF0239                          STATION DESCRIPTION
 NF0239
 NF0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 NF0239'AT PORTLAND.
 NF0239'AT PORTLAND, IONIA COUNTY, ABOUT 0.3 MILES SOUTHEAST OF THE
 NF0239'PERE MARQUETTE RAILWAY STATION, 20 FEET EAST OF THE CENTERLINE
 NF0239'OF MAYNARD ROAD, AND 12 FEET SOUTH OF THE SOUTH EDGE OF THE
 NF0239'SIDEWALK ON LOOKING-GLASS AVENUE.  A U.S. GEOLOGICAL SURVEY
 NF0239'STANDARD CAP, STAMPED MICH. 718.716 1916 AND RIVETED ON THE
 NF0239'TOP OF A 3-1/2-INCH IRON PIPE ABOUT FLUSH WITH THE GROUND.
 NF0239
 NF0239                          STATION RECOVERY (1934)
 NF0239
 NF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0239'RECOVERED IN GOOD CONDITION.
 NF0239
 NF0239                          STATION RECOVERY (1976)
 NF0239
 NF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0239'MARK NOT FOUND.
 NF0239
 NF0239                          STATION RECOVERY (1992)
 NF0239
 NF0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0239'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0006 ***********************************************************************
 NF0006  DESIGNATION -  C 19
 NF0006  PID         -  NF0006
 NF0006  STATE/COUNTY-  MI/INGHAM
 NF0006  USGS QUAD   -  MASON (1970)
 NF0006
 NF0006                         *CURRENT SURVEY CONTROL
 NF0006  ___________________________________________________________________
 NF0006* NAD 83(1986)-  42 34 38.     (N)    084 26 41.     (W)     SCALED    
 NF0006* NAVD 88     -       271.684  (meters)     891.35   (feet)  ADJUSTED  
 NF0006  ___________________________________________________________________
 NF0006  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0006  DYNAMIC HT  -         271.600 (meters)     891.07  (feet)  COMP
 NF0006  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 NF0006
 NF0006  VERT ORDER  -  FIRST     CLASS II
 NF0006
 NF0006.The horizontal coordinates were scaled from a topographic map and have
 NF0006.an estimated accuracy of +/- 6 seconds.
 NF0006
 NF0006.The orthometric height was determined by differential leveling
 NF0006.and adjusted by the National Geodetic Survey in June 1991..
 NF0006
 NF0006.The geoid height was determined by GEOID03.
 NF0006
 NF0006.The dynamic height is computed by dividing the NAVD 88
 NF0006.geopotential number by the normal gravity value computed on the
 NF0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0006.degrees latitude (g = 980.6199 gals.).
 NF0006
 NF0006.The modeled gravity was interpolated from observed gravity values.
 NF0006
 NF0006;                    North         East    Units  Estimated Accuracy
 NF0006;SPC MI S     -   119,660.    3,993,590.      MT  (+/- 180 meters Scaled)
 NF0006
 NF0006                          SUPERSEDED SURVEY CONTROL
 NF0006
 NF0006  NGVD 29 (??/??/92)  271.812  (m)          891.77   (f) ADJ UNCH    1 2
 NF0006
 NF0006.Superseded values are not recommended for survey control.
 NF0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0006.See file dsdata.txt to determine how the superseded data were derived.
 NF0006
 NF0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN097170(NAD 83)
 NF0006_MARKER: B = BOLT
 NF0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0006_SP_SET: CULVERT
 NF0006_PROJECTION: FLUSH
 NF0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0006
 NF0006  HISTORY     - Date     Condition        Report By
 NF0006  HISTORY     - UNK      MONUMENTED       CGS
 NF0006  HISTORY     - 1916     GOOD             NGS
 NF0006  HISTORY     - 1934     GOOD             NGS
 NF0006  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0006  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0006  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0006  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0006
 NF0006                          STATION DESCRIPTION
 NF0006
 NF0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 NF0006'AT MASON.
 NF0006'AT MASON, INGHAM COUNTY, 0.5 MILES SOUTH ALONG THE MICHIGAN
 NF0006'CENTRAL RAILROAD FROM THE STATION, AT THE CROSSING OF WEST ELM
 NF0006'STREET, AND ON THE NORTH CONCRETE HEADWALL OF A CULVERT.  THE
 NF0006'TOP OF A BOLT, NEAR THE CHISELED LETTERS U.S.
 NF0006
 NF0006                          STATION RECOVERY (1934)
 NF0006
 NF0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0006'RECOVERED IN GOOD CONDITION.
 NF0006
 NF0006                          STATION RECOVERY (1977)
 NF0006
 NF0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0006'MARK NOT FOUND.
 NF0006
 NF0006                          STATION RECOVERY (1992)
 NF0006
 NF0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0006'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0006
 NF0006                          STATION RECOVERY (2003)
 NF0006
 NF0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0006'MARK NOT FOUND.
 NF0006
 NF0006                          STATION RECOVERY (2005)
 NF0006
 NF0006'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0006'IT LOOKS LIKE THE MARK HAS BEEN DESTROYED AS A NEW BRIDGE HAS BEEN
 NF0006'BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0004 ***********************************************************************
 OK0004  DESIGNATION -  C 190
 OK0004  PID         -  OK0004
 OK0004  STATE/COUNTY-  MI/SAGINAW
 OK0004  USGS QUAD   -  AUBURN (1973)
 OK0004
 OK0004                         *CURRENT SURVEY CONTROL
 OK0004  ___________________________________________________________________
 OK0004* NAD 83(1986)-  43 31 33.     (N)    084 06 51.     (W)     SCALED    
 OK0004* NAVD 88     -       193.245  (meters)     634.00   (feet)  ADJUSTED  
 OK0004  ___________________________________________________________________
 OK0004  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 OK0004  DYNAMIC HT  -         193.206 (meters)     633.88  (feet)  COMP
 OK0004  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 OK0004
 OK0004  VERT ORDER  -  SECOND    CLASS 0
 OK0004
 OK0004.The horizontal coordinates were scaled from a topographic map and have
 OK0004.an estimated accuracy of +/- 6 seconds.
 OK0004
 OK0004.The orthometric height was determined by differential leveling
 OK0004.and adjusted by the National Geodetic Survey in June 1991..
 OK0004
 OK0004.The geoid height was determined by GEOID03.
 OK0004
 OK0004.The dynamic height is computed by dividing the NAVD 88
 OK0004.geopotential number by the normal gravity value computed on the
 OK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0004.degrees latitude (g = 980.6199 gals.).
 OK0004
 OK0004.The modeled gravity was interpolated from observed gravity values.
 OK0004
 OK0004;                    North         East    Units  Estimated Accuracy
 OK0004;SPC MI S     -   225,060.    4,020,410.      MT  (+/- 180 meters Scaled)
 OK0004
 OK0004                          SUPERSEDED SURVEY CONTROL
 OK0004
 OK0004  NGVD 29 (??/??/92)  193.425  (m)          634.60   (f) ADJ UNCH    2 0
 OK0004
 OK0004.Superseded values are not recommended for survey control.
 OK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0004.See file dsdata.txt to determine how the superseded data were derived.
 OK0004
 OK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP332232(NAD 83)
 OK0004_MARKER: DB = BENCH MARK DISK
 OK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0004_STAMPING: C 190 1955
 OK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0004+STABILITY: SURFACE MOTION
 OK0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0004+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 OK0004
 OK0004  HISTORY     - Date     Condition        Report By
 OK0004  HISTORY     - 1955     MONUMENTED       CGS
 OK0004  HISTORY     - 19940508 GOOD             USPSQD
 OK0004  HISTORY     - 20011203 GOOD             NGS
 OK0004  HISTORY     - 20031020 GOOD             NGS
 OK0004  HISTORY     - 20040418 GOOD             JCLS
 OK0004
 OK0004                          STATION DESCRIPTION
 OK0004
 OK0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 OK0004'AT FREELAND.
 OK0004'AT FREELAND, SAGINAW COUNTY, 126.6 FEET SOUTHEAST OF THE
 OK0004'SOUTHEAST CORNER OF THE STATION OF THE PERE MARQUETTE RAILWAY,
 OK0004'40.7 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 31.8 FEET
 OK0004'NORTHEAST OF THE NORTH RAIL OF THE MAIN TRACK, 21.3 FEET
 OK0004'NORTHEAST OF MILE POST 11, 3.7 FEET NORTHWEST OF A POLE AND
 OK0004'IN LINE OF THE POLE LINE.  A STANDARD DISK STAMPED C 190 1955
 OK0004'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 OK0004
 OK0004                          STATION RECOVERY (1994)
 OK0004
 OK0004'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0004'RECOVERED IN GOOD CONDITION.
 OK0004
 OK0004                          STATION RECOVERY (2001)
 OK0004
 OK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0004'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0004
 OK0004                          STATION RECOVERY (2003)
 OK0004
 OK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (RRB)
 OK0004'RECOVERED IN GOOD CONDITION.
 OK0004
 OK0004                          STATION RECOVERY (2004)
 OK0004
 OK0004'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OK0004'THIS STATION IS LOCATED 1 FOOT NORTH OF A TELEGRAPH POLE, WHICH IS
 OK0004'LEANING OVER THE MONUMENT.  STATION IS NOT SUITED FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0366 ***********************************************************************
 NE0366  DESIGNATION -  C 192
 NE0366  PID         -  NE0366
 NE0366  STATE/COUNTY-  MI/OAKLAND
 NE0366  USGS QUAD   -  CLARKSTON (1983)
 NE0366
 NE0366                         *CURRENT SURVEY CONTROL
 NE0366  ___________________________________________________________________
 NE0366* NAD 83(1986)-  42 40 04.     (N)    083 23 12.     (W)     SCALED    
 NE0366* NAVD 88     -       296.218  (meters)     971.84   (feet)  ADJUSTED  
 NE0366  ___________________________________________________________________
 NE0366  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NE0366  DYNAMIC HT  -         296.129 (meters)     971.55  (feet)  COMP
 NE0366  MODELED GRAV-     980,312.5   (mgal)                       NAVD 88
 NE0366
 NE0366  VERT ORDER  -  SECOND    CLASS 0
 NE0366
 NE0366.The horizontal coordinates were scaled from a topographic map and have
 NE0366.an estimated accuracy of +/- 6 seconds.
 NE0366
 NE0366.The orthometric height was determined by differential leveling
 NE0366.and adjusted by the National Geodetic Survey in June 1991..
 NE0366
 NE0366.The geoid height was determined by GEOID03.
 NE0366
 NE0366.The dynamic height is computed by dividing the NAVD 88
 NE0366.geopotential number by the normal gravity value computed on the
 NE0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0366.degrees latitude (g = 980.6199 gals.).
 NE0366
 NE0366.The modeled gravity was interpolated from observed gravity values.
 NE0366
 NE0366;                    North         East    Units  Estimated Accuracy
 NE0366;SPC MI S     -   130,180.    4,080,330.      MT  (+/- 180 meters Scaled)
 NE0366
 NE0366                          SUPERSEDED SURVEY CONTROL
 NE0366
 NE0366  NGVD 29 (??/??/92)  296.308  (m)          972.14   (f) ADJ UNCH    2 0
 NE0366
 NE0366.Superseded values are not recommended for survey control.
 NE0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0366.See file dsdata.txt to determine how the superseded data were derived.
 NE0366
 NE0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH044266(NAD 83)
 NE0366_MARKER: DB = BENCH MARK DISK
 NE0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0366_STAMPING: C 192 1965
 NE0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0366+STABILITY: SURFACE MOTION
 NE0366
 NE0366  HISTORY     - Date     Condition        Report By
 NE0366  HISTORY     - 1965     MONUMENTED       CGS
 NE0366  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NE0366  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE0366
 NE0366                          STATION DESCRIPTION
 NE0366
 NE0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0366'6 MI NW FROM PONTIAC.
 NE0366'THE MARK IS 72 FEET NORTHWEST OF THE INTERSECTION, 58 FEET WEST
 NE0366'OF CRESCENT LAKE RD AND 42 FEET NORTH OF TUBBS RD.  2.3 FEET
 NE0366'SOUTH OF THE SOUTHEAST CORNER OF A FENCE, 4 FEET WEST OF A
 NE0366'TRANSFORMER POLE AND ABOUT 4 FEET HIGHER THAN THE ROAD.  A
 NE0366'STANDARD DISK IN A CONCRETE POST SET FLUSH WITH THE GROUND,
 NE0366'STAMPED C 192 1965.  NOTE-- TO REACH THE MARK FROM THE INTERSECTION
 NE0366'OF AIRPORT RD. AND HIGHLAND RD, GO NORTH ON AIRPORT RD 0.35
 NE0366'MILE TO TUBBS RD, THENCE EAST 1.0 MILE TO CRESCENT LAKE RD
 NE0366'AND MARK ON LEFT.
 NE0366
 NE0366                          STATION RECOVERY (2001)
 NE0366
 NE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0366'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0366
 NE0366                          STATION RECOVERY (2001)
 NE0366
 NE0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0366'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0045 ***********************************************************************
 RK0045  DESIGNATION -  C 193
 RK0045  PID         -  RK0045
 RK0045  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0045  USGS QUAD   -  
 RK0045
 RK0045                         *CURRENT SURVEY CONTROL
 RK0045  ___________________________________________________________________
 RK0045* NAD 83(1986)-  46 20 48.     (N)    086 17 24.     (W)     SCALED    
 RK0045* NAVD 88     -       244.131  (meters)     800.95   (feet)  ADJUSTED  
 RK0045  ___________________________________________________________________
 RK0045  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 RK0045  DYNAMIC HT  -         244.148 (meters)     801.01  (feet)  COMP
 RK0045  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 RK0045
 RK0045  VERT ORDER  -  SECOND    CLASS 0
 RK0045
 RK0045.The horizontal coordinates were scaled from a topographic map and have
 RK0045.an estimated accuracy of +/- 6 seconds.
 RK0045
 RK0045.The orthometric height was determined by differential leveling
 RK0045.and adjusted by the National Geodetic Survey in June 1991..
 RK0045
 RK0045.The geoid height was determined by GEOID03.
 RK0045
 RK0045.The dynamic height is computed by dividing the NAVD 88
 RK0045.geopotential number by the normal gravity value computed on the
 RK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0045.degrees latitude (g = 980.6199 gals.).
 RK0045
 RK0045.The modeled gravity was interpolated from observed gravity values.
 RK0045
 RK0045;                    North         East    Units  Estimated Accuracy
 RK0045;SPC MI N     -   174,000.    8,054,650.      MT  (+/- 180 meters Scaled)
 RK0045
 RK0045                          SUPERSEDED SURVEY CONTROL
 RK0045
 RK0045  NGVD 29 (??/??/92)  244.093  (m)          800.83   (f) ADJ UNCH    2 0
 RK0045
 RK0045.Superseded values are not recommended for survey control.
 RK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0045.See file dsdata.txt to determine how the superseded data were derived.
 RK0045
 RK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES546328(NAD 83)
 RK0045_MARKER: DB = BENCH MARK DISK
 RK0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0045_SP_SET: CULVERT
 RK0045_STAMPING: C 193 1964
 RK0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0045
 RK0045  HISTORY     - Date     Condition        Report By
 RK0045  HISTORY     - 1964     MONUMENTED       CGS
 RK0045  HISTORY     - 19990909 GOOD             USPSQD
 RK0045  HISTORY     - 20030728 GOOD             USPSQD
 RK0045  HISTORY     - 20060911 GOOD             USPSQD
 RK0045
 RK0045                          STATION DESCRIPTION
 RK0045
 RK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0045'0.6 MI W FROM CREIGHTON.
 RK0045'0.6 MILE WEST ALONG THE SOO LINE RAILROAD FROM THE STATE HIGHWAY
 RK0045'M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 27, T 46 N,
 RK0045'R 16 W, ABOUT 150 YARDS NORTHWEST ACROSS THE TRACK AND STATE
 RK0045'HIGHWAY M 28 FROM MILEPOST 96, ABOUT 56 YARDS WEST OF THE CENTER
 RK0045'OF THE JUNCTION OF THE HIGHWAY AND THE MOST WESTERLY OF THREE
 RK0045'DRIVES LEADING NORTH TO THE PINES CAFE-CABINS AND BAR, SET IN
 RK0045'THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A
 RK0045'10-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 26 1/2 FEET NORTH
 RK0045'OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE TRACK,
 RK0045'AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RK0045
 RK0045                          STATION RECOVERY (1999)
 RK0045
 RK0045'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0045'RECOVERED IN GOOD CONDITION.
 RK0045
 RK0045                          STATION RECOVERY (2003)
 RK0045
 RK0045'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0045'RECOVERED IN GOOD CONDITION.
 RK0045
 RK0045                          STATION RECOVERY (2006)
 RK0045
 RK0045'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0469 ***********************************************************************
 RJ0469  DESIGNATION -  C 194 RESET 1976
 RJ0469  PID         -  RJ0469
 RJ0469  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0469  USGS QUAD   -  SENEY NW (1972)
 RJ0469
 RJ0469                         *CURRENT SURVEY CONTROL
 RJ0469  ___________________________________________________________________
 RJ0469* NAD 83(1986)-  46 22 33.     (N)    085 56 56.     (W)     SCALED    
 RJ0469* NAVD 88     -       227.00   (+/-2cm)     744.7    (feet)  VERTCON   
 RJ0469  ___________________________________________________________________
 RJ0469  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 RJ0469
 RJ0469  VERT ORDER  -  THIRD (See Below)
 RJ0469
 RJ0469.The horizontal coordinates were scaled from a topographic map and have
 RJ0469.an estimated accuracy of +/- 6 seconds.
 RJ0469
 RJ0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0469.The vertical order pertains to the NGVD 29 superseded value.
 RJ0469
 RJ0469.The geoid height was determined by GEOID03.
 RJ0469
 RJ0469;                    North         East    Units  Estimated Accuracy
 RJ0469;SPC MI N     -   177,530.    8,080,860.      MT  (+/- 180 meters Scaled)
 RJ0469
 RJ0469                          SUPERSEDED SURVEY CONTROL
 RJ0469
 RJ0469  NGVD 29 (03/27/06)  226.96   (m)          744.6    (f) RESET       3  
 RJ0469
 RJ0469.Superseded values are not recommended for survey control.
 RJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0469.See file dsdata.txt to determine how the superseded data were derived.
 RJ0469
 RJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES808363(NAD 83)
 RJ0469_MARKER: DB = BENCH MARK DISK
 RJ0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0469_SP_SET: CULVERT
 RJ0469_STAMPING: C 194 RESET 1976
 RJ0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0469
 RJ0469  HISTORY     - Date     Condition        Report By
 RJ0469  HISTORY     - 1976     MONUMENTED       MIDH
 RJ0469  HISTORY     - 19940801 GOOD             USPSQD
 RJ0469  HISTORY     - 19990909 GOOD             USPSQD
 RJ0469  HISTORY     - 20030728 GOOD             USPSQD
 RJ0469
 RJ0469                          STATION DESCRIPTION
 RJ0469
 RJ0469'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 RJ0469'2.1 MI N FROM SENEY.
 RJ0469'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY M-77 FROM THE JUNCTION
 RJ0469'OF STATE HIGHWAY M-28 AT SENEY, IN S 18, T 46 N, R 13 W, 74.5
 RJ0469'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP
 RJ0469'OF A CONCRETE MONUMENT, 56 FEET SOUTH OF A 3 FOOT CULVERT
 RJ0469'UNDER THE HIGHWAY, 2.1 FEET SOUTH OF RIGHT OF WAY MONUMENT, 2.0
 RJ0469'FEET EAST OF A STEEL POST, AND ABOUT 3.5 FEET BELOW THE LEVEL
 RJ0469'OF THE HIGHWAY.
 RJ0469
 RJ0469                          STATION RECOVERY (1994)
 RJ0469
 RJ0469'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0469'RECOVERED IN GOOD CONDITION.
 RJ0469
 RJ0469                          STATION RECOVERY (1999)
 RJ0469
 RJ0469'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0469'RECOVERED IN GOOD CONDITION.
 RJ0469
 RJ0469                          STATION RECOVERY (2003)
 RJ0469
 RJ0469'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0009 ***********************************************************************
 RK0009  DESIGNATION -  C 195
 RK0009  PID         -  RK0009
 RK0009  STATE/COUNTY-  MI/ALGER
 RK0009  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0009
 RK0009                         *CURRENT SURVEY CONTROL
 RK0009  ___________________________________________________________________
 RK0009* NAD 83(1986)-  46 33 16.     (N)    086 12 44.     (W)     SCALED    
 RK0009* NAVD 88     -       288.037  (meters)     945.00   (feet)  ADJUSTED  
 RK0009  ___________________________________________________________________
 RK0009  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 RK0009  DYNAMIC HT  -         288.056 (meters)     945.06  (feet)  COMP
 RK0009  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 RK0009
 RK0009  VERT ORDER  -  SECOND    CLASS 0
 RK0009
 RK0009.The horizontal coordinates were scaled from a topographic map and have
 RK0009.an estimated accuracy of +/- 6 seconds.
 RK0009
 RK0009.The orthometric height was determined by differential leveling
 RK0009.and adjusted by the National Geodetic Survey in June 1991..
 RK0009
 RK0009.The geoid height was determined by GEOID03.
 RK0009
 RK0009.The dynamic height is computed by dividing the NAVD 88
 RK0009.geopotential number by the normal gravity value computed on the
 RK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0009.degrees latitude (g = 980.6199 gals.).
 RK0009
 RK0009.The modeled gravity was interpolated from observed gravity values.
 RK0009
 RK0009;                    North         East    Units  Estimated Accuracy
 RK0009;SPC MI N     -   197,150.    8,060,410.      MT  (+/- 180 meters Scaled)
 RK0009
 RK0009                          SUPERSEDED SURVEY CONTROL
 RK0009
 RK0009  NGVD 29 (??/??/92)  287.994  (m)          944.86   (f) ADJ UNCH    2 0
 RK0009
 RK0009.Superseded values are not recommended for survey control.
 RK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0009.See file dsdata.txt to determine how the superseded data were derived.
 RK0009
 RK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES603559(NAD 83)
 RK0009_MARKER: DB = BENCH MARK DISK
 RK0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0009_STAMPING: C 195 1964
 RK0009_MARK LOGO: CGS   
 RK0009_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0009+STABILITY: SURFACE MOTION
 RK0009
 RK0009  HISTORY     - Date     Condition        Report By
 RK0009  HISTORY     - 1964     MONUMENTED       CGS
 RK0009  HISTORY     - 19940424 GOOD             LOCENG
 RK0009
 RK0009                          STATION DESCRIPTION
 RK0009
 RK0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0009'18.8 MI SW FROM GRAND MARAIS.
 RK0009'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0009'CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0009'COUNTY ROADS 708, 700, AND 714, THENCE 3.7 MILES SOUTH ALONG
 RK0009'COUNTY ROAD 700, IN S 17, T 48 N, R 15 W, ON THE OUTSIDE AND AT
 RK0009'THE SOUTHWEST END OF A SHARP CURVE IN THE ROAD, AT THE JUNCTION
 RK0009'OF A DIM SAND ROAD LEADING SOUTH, 54 FEET SOUTHEAST OF THE
 RK0009'CENTER LINE OF THE ROAD, 12 FEET EAST OF THE CENTER LINE OF THE
 RK0009'SAND ROAD, 1.8 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT
 RK0009'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0009'PROJECTING 6 INCHES.
 RK0009
 RK0009                          STATION RECOVERY (1994)
 RK0009
 RK0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0009'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0371 ***********************************************************************
 RJ0371  DESIGNATION -  C 196
 RJ0371  PID         -  RJ0371
 RJ0371  STATE/COUNTY-  MI/LUCE
 RJ0371  USGS QUAD   -  ROY LAKE (1973)
 RJ0371
 RJ0371                         *CURRENT SURVEY CONTROL
 RJ0371  ___________________________________________________________________
 RJ0371* NAD 83(1986)-  46 26 14.     (N)    085 29 13.     (W)     SCALED    
 RJ0371* NAVD 88     -       235.324  (meters)     772.06   (feet)  ADJUSTED  
 RJ0371  ___________________________________________________________________
 RJ0371  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 RJ0371  DYNAMIC HT  -         235.338 (meters)     772.10  (feet)  COMP
 RJ0371  MODELED GRAV-     980,670.2   (mgal)                       NAVD 88
 RJ0371
 RJ0371  VERT ORDER  -  SECOND    CLASS 0
 RJ0371
 RJ0371.The horizontal coordinates were scaled from a topographic map and have
 RJ0371.an estimated accuracy of +/- 6 seconds.
 RJ0371
 RJ0371.The orthometric height was determined by differential leveling
 RJ0371.and adjusted by the National Geodetic Survey in June 1991..
 RJ0371
 RJ0371.The geoid height was determined by GEOID03.
 RJ0371
 RJ0371.The dynamic height is computed by dividing the NAVD 88
 RJ0371.geopotential number by the normal gravity value computed on the
 RJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0371.degrees latitude (g = 980.6199 gals.).
 RJ0371
 RJ0371.The modeled gravity was interpolated from observed gravity values.
 RJ0371
 RJ0371;                    North         East    Units  Estimated Accuracy
 RJ0371;SPC MI N     -   184,930.    8,116,260.      MT  (+/- 180 meters Scaled)
 RJ0371
 RJ0371                          SUPERSEDED SURVEY CONTROL
 RJ0371
 RJ0371  NGVD 29 (??/??/92)  235.286  (m)          771.93   (f) ADJ UNCH    2 0
 RJ0371
 RJ0371.Superseded values are not recommended for survey control.
 RJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0371.See file dsdata.txt to determine how the superseded data were derived.
 RJ0371
 RJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS162437(NAD 83)
 RJ0371_MARKER: DB = BENCH MARK DISK
 RJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0371_STAMPING: C 196 1964
 RJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0371+STABILITY: SURFACE MOTION
 RJ0371
 RJ0371  HISTORY     - Date     Condition        Report By
 RJ0371  HISTORY     - 1964     MONUMENTED       CGS
 RJ0371  HISTORY     - 20040920 GOOD             USPSQD
 RJ0371
 RJ0371                          STATION DESCRIPTION
 RJ0371
 RJ0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0371'6.1 MI NE FROM NEWBERRY.
 RJ0371'ABOUT 6.1 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE SOO
 RJ0371'LINE RAILROAD STATION AT NEWBERRY, IN S 25, T 47 N, R 10 W,
 RJ0371'ABOUT 0.6 MILE SOUTHWEST OF A 50-FOOT CONCRETE BRIDGE OVER THE
 RJ0371'AUGER RIVER, 55 FEET EAST OF THE CENTER OF THE JUNCTION OF
 RJ0371'HUNTERS ROAD LEADING SOUTHEAST, 47 FEET SOUTHEAST OF THE
 RJ0371'CENTER LINE OF THE HIGHWAY, 17 FEET NORTHEAST OF THE CENTER
 RJ0371'LINE OF THE ROAD 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 RJ0371'ABOUT LEVEL WITH THE ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 RJ0371'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RJ0371'INCHES.
 RJ0371
 RJ0371                          STATION RECOVERY (2004)
 RJ0371
 RJ0371'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0562 ***********************************************************************
 RJ0562  DESIGNATION -  C 197
 RJ0562  PID         -  RJ0562
 RJ0562  STATE/COUNTY-  MI/ALGER
 RJ0562  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0562
 RJ0562                         *CURRENT SURVEY CONTROL
 RJ0562  ___________________________________________________________________
 RJ0562* NAD 83(1986)-  46 38 07.     (N)    085 56 51.     (W)     SCALED    
 RJ0562* NAVD 88     -       258.482  (meters)     848.04   (feet)  ADJUSTED  
 RJ0562  ___________________________________________________________________
 RJ0562  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RJ0562  DYNAMIC HT  -         258.502 (meters)     848.10  (feet)  COMP
 RJ0562  MODELED GRAV-     980,684.5   (mgal)                       NAVD 88
 RJ0562
 RJ0562  VERT ORDER  -  SECOND    CLASS 0
 RJ0562
 RJ0562.The horizontal coordinates were scaled from a topographic map and have
 RJ0562.an estimated accuracy of +/- 6 seconds.
 RJ0562
 RJ0562.The orthometric height was determined by differential leveling
 RJ0562.and adjusted by the National Geodetic Survey in June 1991..
 RJ0562
 RJ0562.The geoid height was determined by GEOID03.
 RJ0562
 RJ0562.The dynamic height is computed by dividing the NAVD 88
 RJ0562.geopotential number by the normal gravity value computed on the
 RJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0562.degrees latitude (g = 980.6199 gals.).
 RJ0562
 RJ0562.The modeled gravity was interpolated from observed gravity values.
 RJ0562
 RJ0562;                    North         East    Units  Estimated Accuracy
 RJ0562;SPC MI N     -   206,370.    8,080,580.      MT  (+/- 180 meters Scaled)
 RJ0562
 RJ0562                          SUPERSEDED SURVEY CONTROL
 RJ0562
 RJ0562  NGVD 29 (??/??/92)  258.441  (m)          847.90   (f) ADJ UNCH    2 0
 RJ0562
 RJ0562.Superseded values are not recommended for survey control.
 RJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0562.See file dsdata.txt to determine how the superseded data were derived.
 RJ0562
 RJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES805651(NAD 83)
 RJ0562_MARKER: DB = BENCH MARK DISK
 RJ0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0562_STAMPING: C 197 1964
 RJ0562_MARK LOGO: CGS   
 RJ0562_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0562+STABILITY: SURFACE MOTION
 RJ0562
 RJ0562  HISTORY     - Date     Condition        Report By
 RJ0562  HISTORY     - 1964     MONUMENTED       CGS
 RJ0562  HISTORY     - 19930605 GOOD             LOCENG
 RJ0562  HISTORY     - 19940801 GOOD             USPSQD
 RJ0562
 RJ0562                          STATION DESCRIPTION
 RJ0562
 RJ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0562'4.4 MI SE FROM GRAND MARAIS.
 RJ0562'ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0562'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE EAST ALONG COUNTY ROAD
 RJ0562'714, THENCE 2.0 MILES SOUTH AND EAST ALONG COUNTY ROAD 714,
 RJ0562'THENCE 2.0 MILES SOUTH AND EAST ALONG COUNTY ROAD 703, IN S 21,
 RJ0562'T 49 N, R 13 W, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 RJ0562'AT THE JUNCTION OF AN OLD DIM WOODS ROAD LEADING NORTHEAST, 25
 RJ0562'FEET NORTH OF THE MORE SOUTHWESTERLY OF TWO 24-INCH BIRCH TREES,
 RJ0562'1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0562'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0562
 RJ0562                          STATION RECOVERY (1993)
 RJ0562
 RJ0562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0562'RECOVERED AS DESCRIBED.
 RJ0562
 RJ0562                          STATION RECOVERY (1994)
 RJ0562
 RJ0562'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0321 ***********************************************************************
 RJ0321  DESIGNATION -  C 198
 RJ0321  PID         -  RJ0321
 RJ0321  STATE/COUNTY-  MI/LUCE
 RJ0321  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0321
 RJ0321                         *CURRENT SURVEY CONTROL
 RJ0321  ___________________________________________________________________
 RJ0321* NAD 83(1986)-  46 38 52.     (N)    085 24 50.     (W)     SCALED    
 RJ0321* NAVD 88     -       217.876  (meters)     714.81   (feet)  ADJUSTED  
 RJ0321  ___________________________________________________________________
 RJ0321  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 RJ0321  DYNAMIC HT  -         217.892 (meters)     714.87  (feet)  COMP
 RJ0321  MODELED GRAV-     980,683.1   (mgal)                       NAVD 88
 RJ0321
 RJ0321  VERT ORDER  -  SECOND    CLASS 0
 RJ0321
 RJ0321.The horizontal coordinates were scaled from a topographic map and have
 RJ0321.an estimated accuracy of +/- 6 seconds.
 RJ0321
 RJ0321.The orthometric height was determined by differential leveling
 RJ0321.and adjusted by the National Geodetic Survey in June 1991..
 RJ0321
 RJ0321.The geoid height was determined by GEOID03.
 RJ0321
 RJ0321.The dynamic height is computed by dividing the NAVD 88
 RJ0321.geopotential number by the normal gravity value computed on the
 RJ0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0321.degrees latitude (g = 980.6199 gals.).
 RJ0321
 RJ0321.The modeled gravity was interpolated from observed gravity values.
 RJ0321
 RJ0321;                    North         East    Units  Estimated Accuracy
 RJ0321;SPC MI N     -   208,440.    8,121,410.      MT  (+/- 180 meters Scaled)
 RJ0321
 RJ0321                          SUPERSEDED SURVEY CONTROL
 RJ0321
 RJ0321  NGVD 29 (??/??/92)  217.835  (m)          714.68   (f) ADJ UNCH    2 0
 RJ0321
 RJ0321.Superseded values are not recommended for survey control.
 RJ0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0321.See file dsdata.txt to determine how the superseded data were derived.
 RJ0321
 RJ0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS213672(NAD 83)
 RJ0321_MARKER: DB = BENCH MARK DISK
 RJ0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0321_STAMPING: C 198 1964
 RJ0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0321+STABILITY: SURFACE MOTION
 RJ0321
 RJ0321  HISTORY     - Date     Condition        Report By
 RJ0321  HISTORY     - 1964     MONUMENTED       CGS
 RJ0321
 RJ0321                          STATION DESCRIPTION
 RJ0321
 RJ0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0321'14.8 MI SE FROM DEER PARK.
 RJ0321'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0321'LODGE AT DEER PARK, THENCE 12.0 MILES EAST ALONG COUNTY ROADS
 RJ0321'410, 412 AND 414, IN S 15, T 49 N, R 9 W, ABOUT 0.1 MILE WEST
 RJ0321'OF THE PIKE LAKE STORE AND SERVICE STATION, AT THE JUNCTION
 RJ0321'OF A SAND ROAD LEADING SOUTH TO THE PIKE LAKE CAMP GROUNDS, 43
 RJ0321'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET WEST OF THE
 RJ0321'CENTER LINE OF THE SAND ROAD, 1.4 FEET NORTH OF A METAL WITNESS
 RJ0321'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0321'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0550 ***********************************************************************
 RJ0550  DESIGNATION -  C 199
 RJ0550  PID         -  RJ0550
 RJ0550  STATE/COUNTY-  MI/LUCE
 RJ0550  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0550
 RJ0550                         *CURRENT SURVEY CONTROL
 RJ0550  ___________________________________________________________________
 RJ0550* NAD 83(1986)-  46 40 36.     (N)    085 45 23.     (W)     SCALED    
 RJ0550* NAVD 88     -       191.307  (meters)     627.65   (feet)  ADJUSTED  
 RJ0550  ___________________________________________________________________
 RJ0550  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 RJ0550  DYNAMIC HT  -         191.325 (meters)     627.71  (feet)  COMP
 RJ0550  MODELED GRAV-     980,705.2   (mgal)                       NAVD 88
 RJ0550
 RJ0550  VERT ORDER  -  SECOND    CLASS 0
 RJ0550
 RJ0550.The horizontal coordinates were scaled from a topographic map and have
 RJ0550.an estimated accuracy of +/- 6 seconds.
 RJ0550
 RJ0550.The orthometric height was determined by differential leveling
 RJ0550.and adjusted by the National Geodetic Survey in June 1991..
 RJ0550
 RJ0550.The geoid height was determined by GEOID03.
 RJ0550
 RJ0550.The dynamic height is computed by dividing the NAVD 88
 RJ0550.geopotential number by the normal gravity value computed on the
 RJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0550.degrees latitude (g = 980.6199 gals.).
 RJ0550
 RJ0550.The modeled gravity was interpolated from observed gravity values.
 RJ0550
 RJ0550;                    North         East    Units  Estimated Accuracy
 RJ0550;SPC MI N     -   211,180.    8,095,140.      MT  (+/- 180 meters Scaled)
 RJ0550
 RJ0550                          SUPERSEDED SURVEY CONTROL
 RJ0550
 RJ0550  NGVD 29 (??/??/92)  191.272  (m)          627.53   (f) ADJ UNCH    2 0
 RJ0550
 RJ0550.Superseded values are not recommended for survey control.
 RJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0550.See file dsdata.txt to determine how the superseded data were derived.
 RJ0550
 RJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES951699(NAD 83)
 RJ0550_MARKER: DB = BENCH MARK DISK
 RJ0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0550_STAMPING: C 199 1964
 RJ0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0550+STABILITY: SURFACE MOTION
 RJ0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0550+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ0550
 RJ0550  HISTORY     - Date     Condition        Report By
 RJ0550  HISTORY     - 1964     MONUMENTED       CGS
 RJ0550  HISTORY     - 20040608 GOOD             GEOCAC
 RJ0550
 RJ0550                          STATION DESCRIPTION
 RJ0550
 RJ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0550'11.5 MI E FROM GRAND MARAIS.
 RJ0550'ABOUT 11.5 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0550'HIGH SCHOOL AT GRAND MARAIS, OR 2.8 MILES SOUTH ALONG COUNTY
 RJ0550'ROAD 407 FROM THE DEER PARK LODGE AT DEER PARK, THENCE 10.0
 RJ0550'MILES WEST AND NORTHWEST ALONG COUNTY ROADS 410, 416 AND 433,
 RJ0550'IN S 1, T 49 N, R 12 W, ABOUT 0.9 MILE NORTHWEST OF A 30-FOOT
 RJ0550'WOODEN BRIDGE OVER THE BLIND SUCKER RIVER, 73 FEET SOUTHWEST
 RJ0550'OF THE CENTER OF THE JUNCTION OF A GRAVELED DRIVE LEADING
 RJ0550'NORTHWEST OF THE LAKE SUPERIOR CAMP GROUNDS, 30 FEET SOUTH OF
 RJ0550'THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF A METAL WITNESS
 RJ0550'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0550'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0550
 RJ0550                          STATION RECOVERY (2004)
 RJ0550
 RJ0550'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0304 ***********************************************************************
 RJ0304  DESIGNATION -  C 20
 RJ0304  PID         -  RJ0304
 RJ0304  STATE/COUNTY-  MI/LUCE
 RJ0304  USGS QUAD   -  BETSY LAKE SW (1968)
 RJ0304
 RJ0304                         *CURRENT SURVEY CONTROL
 RJ0304  ___________________________________________________________________
 RJ0304* NAD 83(1986)-  46 30 34.     (N)    085 25 29.     (W)     SCALED    
 RJ0304* NAVD 88     -       255.744  (meters)     839.05   (feet)  ADJUSTED  
 RJ0304  ___________________________________________________________________
 RJ0304  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RJ0304  DYNAMIC HT  -         255.758 (meters)     839.10  (feet)  COMP
 RJ0304  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 RJ0304
 RJ0304  VERT ORDER  -  SECOND    CLASS 0
 RJ0304
 RJ0304.The horizontal coordinates were scaled from a topographic map and have
 RJ0304.an estimated accuracy of +/- 6 seconds.
 RJ0304
 RJ0304.The orthometric height was determined by differential leveling
 RJ0304.and adjusted by the National Geodetic Survey in June 1991..
 RJ0304
 RJ0304.The geoid height was determined by GEOID03.
 RJ0304
 RJ0304.The dynamic height is computed by dividing the NAVD 88
 RJ0304.geopotential number by the normal gravity value computed on the
 RJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0304.degrees latitude (g = 980.6199 gals.).
 RJ0304
 RJ0304.The modeled gravity was interpolated from observed gravity values.
 RJ0304
 RJ0304;                    North         East    Units  Estimated Accuracy
 RJ0304;SPC MI N     -   193,050.    8,120,880.      MT  (+/- 180 meters Scaled)
 RJ0304
 RJ0304                          SUPERSEDED SURVEY CONTROL
 RJ0304
 RJ0304  NGVD 29 (??/??/92)  255.700  (m)          838.91   (f) ADJ UNCH    2 0
 RJ0304
 RJ0304.Superseded values are not recommended for survey control.
 RJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0304.See file dsdata.txt to determine how the superseded data were derived.
 RJ0304
 RJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS208518(NAD 83)
 RJ0304_MARKER: DD = SURVEY DISK
 RJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0304_STAMPING: C 20 1950
 RJ0304_MARK LOGO: AMS   
 RJ0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0304+STABILITY: SURFACE MOTION
 RJ0304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0304+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 RJ0304
 RJ0304  HISTORY     - Date     Condition        Report By
 RJ0304  HISTORY     - 1950     MONUMENTED       DOD
 RJ0304  HISTORY     - 1964     GOOD             NGS
 RJ0304  HISTORY     - 19960709 GOOD             NGS
 RJ0304  HISTORY     - 20040920 GOOD             USPSQD
 RJ0304
 RJ0304                          STATION DESCRIPTION
 RJ0304
 RJ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0304'12.9 MI NE FROM NEWBERRY.
 RJ0304'ABOUT 12.9 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE
 RJ0304'SOO LINE RAILROAD STATION AT NEWBERRY, IN S 34, T 48 N, R 9 W,
 RJ0304'41 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF FORDNEY
 RJ0304'TOWER ROAD LEADING NORTHEAST, 32 FEET EAST OF THE CENTER LINE
 RJ0304'OF THE HIGHWAY, 11 FEET SOUTH OF A 24-INCH HEMLOCK TREE, 11
 RJ0304'FEET NORTHWEST OF A 36-INCH BEECH TREE, 1.2 FEET NORTH OF A
 RJ0304'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN
 RJ0304'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RJ0304
 RJ0304                          STATION RECOVERY (1996)
 RJ0304
 RJ0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RJ0304'39.1 KM (24.30 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 RJ0304'OF WHITEFISH ROAD IN PARADISE, 13.8 M (45.3 FT) SOUTH OF THE CENTER OF
 RJ0304'FORDNEY TOWER ROAD, 10.0 M (32.8 FT) EAST OF THE HIGHWAY CENTERLINE,
 RJ0304'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT) NORTH OF
 RJ0304'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 RJ0304
 RJ0304                          STATION RECOVERY (2004)
 RJ0304
 RJ0304'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0144 ***********************************************************************
 NF0144  DESIGNATION -  C 20
 NF0144  PID         -  NF0144
 NF0144  STATE/COUNTY-  MI/WASHTENAW
 NF0144  USGS QUAD   -  CHELSEA (1973)
 NF0144
 NF0144                         *CURRENT SURVEY CONTROL
 NF0144  ___________________________________________________________________
 NF0144* NAD 83(1986)-  42 17 29.     (N)    084 05 31.     (W)     SCALED    
 NF0144* NAVD 88     -       299.060  (meters)     981.17   (feet)  ADJUSTED  
 NF0144  ___________________________________________________________________
 NF0144  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NF0144  DYNAMIC HT  -         298.960 (meters)     980.84  (feet)  COMP
 NF0144  MODELED GRAV-     980,279.3   (mgal)                       NAVD 88
 NF0144
 NF0144  VERT ORDER  -  FIRST     CLASS II
 NF0144
 NF0144.The horizontal coordinates were scaled from a topographic map and have
 NF0144.an estimated accuracy of +/- 6 seconds.
 NF0144
 NF0144.The orthometric height was determined by differential leveling
 NF0144.and adjusted by the National Geodetic Survey in June 1991..
 NF0144
 NF0144.The geoid height was determined by GEOID03.
 NF0144
 NF0144.The dynamic height is computed by dividing the NAVD 88
 NF0144.geopotential number by the normal gravity value computed on the
 NF0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0144.degrees latitude (g = 980.6199 gals.).
 NF0144
 NF0144.The modeled gravity was interpolated from observed gravity values.
 NF0144
 NF0144;                    North         East    Units  Estimated Accuracy
 NF0144;SPC MI S     -    87,940.    4,022,660.      MT  (+/- 180 meters Scaled)
 NF0144
 NF0144                          SUPERSEDED SURVEY CONTROL
 NF0144
 NF0144  NGVD 29 (??/??/92)  299.179  (m)          981.56   (f) ADJ UNCH    1 2
 NF0144
 NF0144.Superseded values are not recommended for survey control.
 NF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0144.See file dsdata.txt to determine how the superseded data were derived.
 NF0144
 NF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM397862(NAD 83)
 NF0144_MARKER: DB = BENCH MARK DISK
 NF0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0144_STAMPING: ELEV 981.556 FT C 20 1916
 NF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0144+STABILITY: SURFACE MOTION
 NF0144
 NF0144  HISTORY     - Date     Condition        Report By
 NF0144  HISTORY     - 1916     MONUMENTED       CGS
 NF0144  HISTORY     - 1934     GOOD             NGS
 NF0144  HISTORY     - 1973     MARK NOT FOUND   USGS
 NF0144  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0144  HISTORY     - 19981025 GOOD             USPSQD
 NF0144
 NF0144                          STATION DESCRIPTION
 NF0144
 NF0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0144'2.7 MI E FROM FRANCISCO.
 NF0144'IN WASHTENAW COUNTY, 2.7 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0144'RAILROAD FROM THE STATION AT FRANCISCO, JACKSON COUNTY, AT THE
 NF0144'CROSSING OF A DIRT ROAD LEADING NORTHWEST FROM SYLVAN, AND AT
 NF0144'THE NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED ELEV
 NF0144'981.556 FT C 20 1916 AND SET IN THE TOP OF A CONCRETE POST
 NF0144'PROJECTING 2 INCHES ABOVE GROUND.
 NF0144
 NF0144                          STATION RECOVERY (1973)
 NF0144
 NF0144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0144'MARK NOT FOUND.
 NF0144
 NF0144                          STATION RECOVERY (1985)
 NF0144
 NF0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0144'MARK NOT FOUND.
 NF0144
 NF0144                          STATION RECOVERY (1998)
 NF0144
 NF0144'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0040 ***********************************************************************
 NE0040  DESIGNATION -  C 20 USLS
 NE0040  PID         -  NE0040
 NE0040  STATE/COUNTY-  MI/ST CLAIR
 NE0040  USGS QUAD   -  PORT HURON (1991)
 NE0040
 NE0040                         *CURRENT SURVEY CONTROL
 NE0040  ___________________________________________________________________
 NE0040* NAD 83(1986)-  42 54 30.     (N)    082 28 00.     (W)     SCALED    
 NE0040* NAVD 88     -       178.130  (meters)     584.41   (feet)  ADJUSTED  
 NE0040  ___________________________________________________________________
 NE0040  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0040  DYNAMIC HT  -         178.084 (meters)     584.26  (feet)  COMP
 NE0040  MODELED GRAV-     980,360.0   (mgal)                       NAVD 88
 NE0040
 NE0040  VERT ORDER  -  FIRST     CLASS 0
 NE0040
 NE0040.The horizontal coordinates were scaled from a topographic map and have
 NE0040.an estimated accuracy of +/- 6 seconds.
 NE0040
 NE0040.The orthometric height was determined by differential leveling
 NE0040.and adjusted by the National Geodetic Survey in June 1991..
 NE0040
 NE0040.The geoid height was determined by GEOID03.
 NE0040
 NE0040.The dynamic height is computed by dividing the NAVD 88
 NE0040.geopotential number by the normal gravity value computed on the
 NE0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0040.degrees latitude (g = 980.6199 gals.).
 NE0040
 NE0040.The modeled gravity was interpolated from observed gravity values.
 NE0040
 NE0040;                    North         East    Units  Estimated Accuracy
 NE0040;SPC MI S     -   158,190.    4,155,130.      MT  (+/- 180 meters Scaled)
 NE0040
 NE0040                          SUPERSEDED SURVEY CONTROL
 NE0040
 NE0040  NGVD 29 (??/??/92)  178.251  (m)          584.81   (f) ADJ UNCH    1 0
 NE0040
 NE0040.Superseded values are not recommended for survey control.
 NE0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0040.See file dsdata.txt to determine how the superseded data were derived.
 NE0040
 NE0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH802516(NAD 83)
 NE0040_MARKER: DD = SURVEY DISK
 NE0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0040_SP_SET: CATCH BASIN
 NE0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0040
 NE0040  HISTORY     - Date     Condition        Report By
 NE0040  HISTORY     - 1929     MONUMENTED       USLS
 NE0040  HISTORY     - 1970     GOOD             USLS
 NE0040  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0040  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0040  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 NE0040
 NE0040                          STATION DESCRIPTION
 NE0040
 NE0040'DESCRIBED BY US LAKE SURVEY 1970
 NE0040'AT MARYSVILLE.
 NE0040'C 20 IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ABOUT 500
 NE0040'FEET NORTHEAST OF CENTERLINE OF HURON BLVD., 59.0 FEET
 NE0040'NORTHWESTERLY OF UTILITY POLE NO. G4729, 39.3 FEET SOUTH OF
 NE0040'UTILITY POLE NO. 6554, 22 FEET WEST OF CENTERLINE OF RIVER ROAD
 NE0040'(OLD M-29), 15.3 FEET NORTH OF CENTER OF A CIRCULAR CATCH BASIN,
 NE0040'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0040'INTO THE TOP OF A CONCRETE WING WALL. NOTE-- PREV. DESIG. BM
 NE0040'C20 1929
 NE0040
 NE0040                          STATION RECOVERY (1980)
 NE0040
 NE0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0040'NOT RECOVERED, A HEADWALL WAS FOUND AT THE LOCATION BUT WAS FLUSH
 NE0040'WITH THE GROUND WITH ONLY THE CENTER INTACT, THE AREA IS NOW A PARKING
 NE0040'LOT FOR THE CITY PARK.
 NE0040
 NE0040                          STATION RECOVERY (1983)
 NE0040
 NE0040'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0040'MARK NOT FOUND.
 NE0040
 NE0040                          STATION RECOVERY (2003)
 NE0040
 NE0040'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0278 ***********************************************************************
 QK0278  DESIGNATION -  C 200
 QK0278  PID         -  QK0278
 QK0278  STATE/COUNTY-  MI/MACKINAC
 QK0278  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0278
 QK0278                         *CURRENT SURVEY CONTROL
 QK0278  ___________________________________________________________________
 QK0278* NAD 83(1986)-  45 52 06.     (N)    084 47 53.     (W)     SCALED    
 QK0278* NAVD 88     -       178.311  (meters)     585.01   (feet)  ADJUSTED  
 QK0278  ___________________________________________________________________
 QK0278  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QK0278  DYNAMIC HT  -         178.318 (meters)     585.03  (feet)  COMP
 QK0278  MODELED GRAV-     980,652.5   (mgal)                       NAVD 88
 QK0278
 QK0278  VERT ORDER  -  FIRST     CLASS 0
 QK0278
 QK0278.The horizontal coordinates were scaled from a topographic map and have
 QK0278.an estimated accuracy of +/- 6 seconds.
 QK0278
 QK0278.The orthometric height was determined by differential leveling
 QK0278.and adjusted by the National Geodetic Survey in June 1991..
 QK0278
 QK0278.The geoid height was determined by GEOID03.
 QK0278
 QK0278.The dynamic height is computed by dividing the NAVD 88
 QK0278.geopotential number by the normal gravity value computed on the
 QK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0278.degrees latitude (g = 980.6199 gals.).
 QK0278
 QK0278.The modeled gravity was interpolated from observed gravity values.
 QK0278
 QK0278;                    North         East    Units  Estimated Accuracy
 QK0278;SPC MI N     -   122,970.    8,170,940.      MT  (+/- 180 meters Scaled)
 QK0278
 QK0278                          SUPERSEDED SURVEY CONTROL
 QK0278
 QK0278  NGVD 29 (??/??/92)  178.34   (m)          585.1    (f) COMPUTED    1 0
 QK0278
 QK0278.Superseded values are not recommended for survey control.
 QK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0278.See file dsdata.txt to determine how the superseded data were derived.
 QK0278
 QK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR709817(NAD 83)
 QK0278_MARKER: DB = BENCH MARK DISK
 QK0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0278_SP_SET: CULVERT
 QK0278_STAMPING: C 200 1972
 QK0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0278
 QK0278  HISTORY     - Date     Condition        Report By
 QK0278  HISTORY     - 1972     MONUMENTED       NGS
 QK0278  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0278
 QK0278                          STATION DESCRIPTION
 QK0278
 QK0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0278'3.8 MI NW FROM ST IGNACE.
 QK0278'ABOUT 3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I 75
 QK0278'UNDERPASS AT ST IGNACE, SET IN THE TOP OF THE SOUTHEAST END
 QK0278'OF THE NORTHEAST HEADWALL FOR AN 8-FOOT CONCRETE BOX CULVERT
 QK0278'UNDER THE HIGHWAY FOR MORAN RIVER, 39 FEET NORTHEAST OF THE
 QK0278'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE SOUTHEAST
 QK0278'END OF THE HEADWALL AND 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QK0278
 QK0278                          STATION RECOVERY (1995)
 QK0278
 QK0278'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0430 ***********************************************************************
 QK0430  DESIGNATION -  C 200 RESET 1979
 QK0430  PID         -  QK0430
 QK0430  STATE/COUNTY-  MI/MACKINAC
 QK0430  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0430
 QK0430                         *CURRENT SURVEY CONTROL
 QK0430  ___________________________________________________________________
 QK0430* NAD 83(1986)-  45 52 06.     (N)    084 47 53.     (W)     SCALED    
 QK0430* NAVD 88     -       179.67   (meters)     589.5    (feet)  RESET     
 QK0430  ___________________________________________________________________
 QK0430  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 QK0430
 QK0430  VERT ORDER  -  THIRD
 QK0430
 QK0430.The horizontal coordinates were scaled from a topographic map and have
 QK0430.an estimated accuracy of +/- 6 seconds.
 QK0430
 QK0430.The orthometric height was computed from unverified reset data.
 QK0430.No vertical observational check was made to the station.
 QK0430
 QK0430.The geoid height was determined by GEOID03.
 QK0430
 QK0430;                    North         East    Units  Estimated Accuracy
 QK0430;SPC MI N     -   122,970.    8,170,940.      MT  (+/- 180 meters Scaled)
 QK0430
 QK0430                          SUPERSEDED SURVEY CONTROL
 QK0430
 QK0430.No superseded survey control is available for this station.
 QK0430
 QK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR709817(NAD 83)
 QK0430_MARKER: DB = BENCH MARK DISK
 QK0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0430_STAMPING: C 200 RESET 1979
 QK0430_PROJECTION: PROJECTING 3 CENTIMETERS
 QK0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0430+STABILITY: SURFACE MOTION
 QK0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0430+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0430
 QK0430  HISTORY     - Date     Condition        Report By
 QK0430  HISTORY     - 1979     MONUMENTED       MIDH
 QK0430  HISTORY     - 20030606 GOOD             USPSQD
 QK0430  HISTORY     - 20060830 GOOD             USPSQD
 QK0430
 QK0430                          STATION DESCRIPTION
 QK0430
 QK0430'DESCRIBED BY MI DEPT OF HIGHWAYS 1979
 QK0430'3.85 MI NW FROM ST IGNACE.
 QK0430'3.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I-75 UNDERPASS IN
 QK0430'ST. IGNACE, 104.0 FEET NORTH OF THE CENTERLINE OF U.S. 2, 50 FEET
 QK0430'NORTHWEST OF THE CENTERLINE OF MORAN RIVER, 23 FEET EAST OF A
 QK0430'TELEPHONE JUNCTION POST.
 QK0430'THE MARK IS 5.7 FT  SE FROM A WITNESS POST.
 QK0430
 QK0430                          STATION RECOVERY (2003)
 QK0430
 QK0430'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0430'RECOVERED IN GOOD CONDITION.
 QK0430
 QK0430                          STATION RECOVERY (2006)
 QK0430
 QK0430'RECOVERY NOTE BY US POWER SQUADRON 2006
 QK0430'MARK IS 2 FT FROM WITNESS POST, NOT 5.7 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0390 ***********************************************************************
 RJ0390  DESIGNATION -  C 201
 RJ0390  PID         -  RJ0390
 RJ0390  STATE/COUNTY-  MI/MACKINAC
 RJ0390  USGS QUAD   -  EPOUFETTE (1975)
 RJ0390
 RJ0390                         *CURRENT SURVEY CONTROL
 RJ0390  ___________________________________________________________________
 RJ0390* NAD 83(1986)-  46 03 25.     (N)    085 09 42.     (W)     SCALED    
 RJ0390* NAVD 88     -       221.343  (meters)     726.19   (feet)  ADJUSTED  
 RJ0390  ___________________________________________________________________
 RJ0390  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0390  DYNAMIC HT  -         221.358 (meters)     726.24  (feet)  COMP
 RJ0390  MODELED GRAV-     980,676.1   (mgal)                       NAVD 88
 RJ0390
 RJ0390  VERT ORDER  -  FIRST     CLASS 0
 RJ0390
 RJ0390.The horizontal coordinates were scaled from a topographic map and have
 RJ0390.an estimated accuracy of +/- 6 seconds.
 RJ0390
 RJ0390.The orthometric height was determined by differential leveling
 RJ0390.and adjusted by the National Geodetic Survey in June 1991..
 RJ0390
 RJ0390.The geoid height was determined by GEOID03.
 RJ0390
 RJ0390.The dynamic height is computed by dividing the NAVD 88
 RJ0390.geopotential number by the normal gravity value computed on the
 RJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0390.degrees latitude (g = 980.6199 gals.).
 RJ0390
 RJ0390.The modeled gravity was interpolated from observed gravity values.
 RJ0390
 RJ0390;                    North         East    Units  Estimated Accuracy
 RJ0390;SPC MI N     -   143,200.    8,142,230.      MT  (+/- 180 meters Scaled)
 RJ0390
 RJ0390                          SUPERSEDED SURVEY CONTROL
 RJ0390
 RJ0390  NGVD 29 (??/??/92)  221.383  (m)          726.32   (f) ADJ UNCH    1 0
 RJ0390
 RJ0390.Superseded values are not recommended for survey control.
 RJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0390.See file dsdata.txt to determine how the superseded data were derived.
 RJ0390
 RJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS421020(NAD 83)
 RJ0390_MARKER: DB = BENCH MARK DISK
 RJ0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0390_SP_SET: 40 FT
 RJ0390_STAMPING: C 201 1972
 RJ0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0390+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0390
 RJ0390  HISTORY     - Date     Condition        Report By
 RJ0390  HISTORY     - 1972     MONUMENTED       NGS
 RJ0390  HISTORY     - 1984     GOOD             NGS
 RJ0390  HISTORY     - 19950814 GOOD             USPSQD
 RJ0390  HISTORY     - 20010331 GOOD             NGS
 RJ0390  HISTORY     - 20030606 GOOD             USPSQD
 RJ0390  HISTORY     - 20060830 GOOD             USPSQD
 RJ0390
 RJ0390                          STATION DESCRIPTION
 RJ0390
 RJ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0390'6.3 MI NE FROM BREVORT.
 RJ0390'ABOUT 6.3 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0390'LUTHERAN CHURCH AT BREVORT, ABOUT 0.4 MILE NORTHWEST OF THE
 RJ0390'JUNCTION OF HIAWATHA TRAIL, 161 FEET EAST OF THE CENTER OF THE
 RJ0390'JUNCTION OF DRIVEWAY TO A LARGE 1 1/2 STORY HOUSE WITH GREY
 RJ0390'SIDING, 82 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RJ0390'83 1/2 FEET NORTH OF THE NORTHWEST END OF AN 18-INCH PIPE
 RJ0390'CULVERT UNDER AN OLD ROAD TO THE NE, 2 1/2 FEET NORTHEAST TO
 RJ0390'POWER POLE EK 3 456 231M, IN LINE WITH A ROW OF POLES, 1.4 FEET
 RJ0390'NORTHWEST OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 RJ0390'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0390'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0390'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0390'A DEPTH OF 40 FEET.  SECTION 10, T 42 N, R 7 W.
 RJ0390
 RJ0390                          STATION RECOVERY (1984)
 RJ0390
 RJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (1995)
 RJ0390
 RJ0390'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (2001)
 RJ0390
 RJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0390'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0390
 RJ0390                          STATION RECOVERY (2003)
 RJ0390
 RJ0390'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0390'RECOVERED IN GOOD CONDITION.
 RJ0390
 RJ0390                          STATION RECOVERY (2006)
 RJ0390
 RJ0390'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0508 ***********************************************************************
 RJ0508  DESIGNATION -  C 202
 RJ0508  PID         -  RJ0508
 RJ0508  STATE/COUNTY-  MI/MACKINAC
 RJ0508  USGS QUAD   -  GOULD CITY (1973)
 RJ0508
 RJ0508                         *CURRENT SURVEY CONTROL
 RJ0508  ___________________________________________________________________
 RJ0508* NAD 83(1986)-  46 06 04.     (N)    085 42 36.     (W)     SCALED    
 RJ0508* NAVD 88     -       229.275  (meters)     752.21   (feet)  ADJUSTED  
 RJ0508  ___________________________________________________________________
 RJ0508  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0508  DYNAMIC HT  -         229.287 (meters)     752.25  (feet)  COMP
 RJ0508  MODELED GRAV-     980,660.8   (mgal)                       NAVD 88
 RJ0508
 RJ0508  VERT ORDER  -  FIRST     CLASS 0
 RJ0508
 RJ0508.The horizontal coordinates were scaled from a topographic map and have
 RJ0508.an estimated accuracy of +/- 6 seconds.
 RJ0508
 RJ0508.The orthometric height was determined by differential leveling
 RJ0508.and adjusted by the National Geodetic Survey in June 1991..
 RJ0508
 RJ0508.The geoid height was determined by GEOID03.
 RJ0508
 RJ0508.The dynamic height is computed by dividing the NAVD 88
 RJ0508.geopotential number by the normal gravity value computed on the
 RJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0508.degrees latitude (g = 980.6199 gals.).
 RJ0508
 RJ0508.The modeled gravity was interpolated from observed gravity values.
 RJ0508
 RJ0508;                    North         East    Units  Estimated Accuracy
 RJ0508;SPC MI N     -   147,280.    8,099,730.      MT  (+/- 180 meters Scaled)
 RJ0508
 RJ0508                          SUPERSEDED SURVEY CONTROL
 RJ0508
 RJ0508  NGVD 29 (??/??/92)  229.312  (m)          752.33   (f) ADJ UNCH    1 0
 RJ0508
 RJ0508.Superseded values are not recommended for survey control.
 RJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0508.See file dsdata.txt to determine how the superseded data were derived.
 RJ0508
 RJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES997060(NAD 83)
 RJ0508_MARKER: DB = BENCH MARK DISK
 RJ0508_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0508+WITH SETTING: INFORMATION.
 RJ0508_SP_SET: COPPER-CLAD STEEL ROD
 RJ0508_STAMPING: C 202 1972
 RJ0508_PROJECTION: PROJECTING 5 CENTIMETERS
 RJ0508_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0508+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0508_ROD/PIPE-DEPTH: 0.6  meters
 RJ0508
 RJ0508  HISTORY     - Date     Condition        Report By
 RJ0508  HISTORY     - 1972     MONUMENTED       NGS
 RJ0508  HISTORY     - 19950530 GOOD             USPSQD
 RJ0508  HISTORY     - 19950816 GOOD             USPSQD
 RJ0508  HISTORY     - 20021030 GOOD             MIDT
 RJ0508  HISTORY     - 20040416 GOOD             USPSQD
 RJ0508  HISTORY     - 20060915 GOOD             USPSQD
 RJ0508
 RJ0508                          STATION DESCRIPTION
 RJ0508
 RJ0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0508'1 MI NW FROM GOULD CITY.
 RJ0508'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0508'OFFICE AT GOULD CITY, THENCE 0.7 MILE WEST ALONG U.S. HIGHWAY
 RJ0508'2, AT THE WEST EDGE OF A ROADSIDE PARK, 119 FEET NORTH OF THE
 RJ0508'CENTER LINE OF THE HIGHWAY, 124 FEET NORTHWEST OF THE CENTER
 RJ0508'LINE OF A PAVED ROAD THRU THE PARK, 158 FEET NORTHEAST OF THE
 RJ0508'TOP OF THE CENTER OF HEADWALL FOR A PIPE CULVERT, 1.3 FEET NORTH
 RJ0508'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 RJ0508'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 RJ0508'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN
 RJ0508'A 6 INCH PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 RJ0508'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 2 FEET TO BEDROCK AND
 RJ0508'THEN GROUTED IN ROCK.  SEC 20, T 42 N, R 11 W.
 RJ0508
 RJ0508                          STATION RECOVERY (1995)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (1995)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (2002)
 RJ0508
 RJ0508'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0508'ROAD SIDE PARK IS PERMANATELY CLOSED AND PAVED ROAD IN PARK IS GONE
 RJ0508
 RJ0508                          STATION RECOVERY (2004)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0508'RECOVERED IN GOOD CONDITION.
 RJ0508
 RJ0508                          STATION RECOVERY (2006)
 RJ0508
 RJ0508'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0036 ***********************************************************************
 QL0036  DESIGNATION -  C 203
 QL0036  PID         -  QL0036
 QL0036  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0036  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0036
 QL0036                         *CURRENT SURVEY CONTROL
 QL0036  ___________________________________________________________________
 QL0036* NAD 83(1986)-  45 59 11.     (N)    086 07 36.     (W)     SCALED    
 QL0036* NAVD 88     -       203.853  (meters)     668.81   (feet)  ADJUSTED  
 QL0036  ___________________________________________________________________
 QL0036  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QL0036  DYNAMIC HT  -         203.860 (meters)     668.83  (feet)  COMP
 QL0036  MODELED GRAV-     980,646.8   (mgal)                       NAVD 88
 QL0036
 QL0036  VERT ORDER  -  FIRST     CLASS 0
 QL0036
 QL0036.The horizontal coordinates were scaled from a topographic map and have
 QL0036.an estimated accuracy of +/- 6 seconds.
 QL0036
 QL0036.The orthometric height was determined by differential leveling
 QL0036.and adjusted by the National Geodetic Survey in June 1991..
 QL0036
 QL0036.The geoid height was determined by GEOID03.
 QL0036
 QL0036.The dynamic height is computed by dividing the NAVD 88
 QL0036.geopotential number by the normal gravity value computed on the
 QL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0036.degrees latitude (g = 980.6199 gals.).
 QL0036
 QL0036.The modeled gravity was interpolated from observed gravity values.
 QL0036
 QL0036;                    North         East    Units  Estimated Accuracy
 QL0036;SPC MI N     -   134,090.    8,067,660.      MT  (+/- 180 meters Scaled)
 QL0036
 QL0036                          SUPERSEDED SURVEY CONTROL
 QL0036
 QL0036  NGVD 29 (??/??/92)  203.887  (m)          668.92   (f) ADJ UNCH    1 0
 QL0036
 QL0036.Superseded values are not recommended for survey control.
 QL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0036.See file dsdata.txt to determine how the superseded data were derived.
 QL0036
 QL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER676929(NAD 83)
 QL0036_MARKER: DB = BENCH MARK DISK
 QL0036_SETTING: 66 = SET IN ROCK OUTCROP
 QL0036_SP_SET: LIMESTONE OUTCROP
 QL0036_STAMPING: C 203 1972
 QL0036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0036+STABILITY: POSITION/ELEVATION WELL
 QL0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0036+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2001
 QL0036
 QL0036  HISTORY     - Date     Condition        Report By
 QL0036  HISTORY     - 1972     MONUMENTED       NGS
 QL0036  HISTORY     - 1979     GOOD             MIDH
 QL0036  HISTORY     - 20010911 GOOD             MIDT
 QL0036  HISTORY     - 20040416 GOOD             USPSQD
 QL0036  HISTORY     - 20060918 GOOD             USPSQD
 QL0036
 QL0036                          STATION DESCRIPTION
 QL0036
 QL0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0036'5.3 MI W FROM GILLIVER.
 QL0036'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0036'AT GULLIVER, 0.3 MILE EAST OF A ROAD INTERSECTION, AT THE WEST
 QL0036'END OF A ROCK CUT, 34 FEET NORTH OF THE CENTER LINE OF THE
 QL0036'HIGHWAY, 228 FEET EAST OF THE EAST END OF A PIPE CULVERT UNDER
 QL0036'A DRIVEWAY, 104 FEET NORTH OF AND ACROSS THE HIGHWAY FROM A
 QL0036'TELEPHONE POLE, SET IN THE TOP OF THE SOUTH EDGE OF A LIMESTONE
 QL0036'OUTCROP IN CUT AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 QL0036'SECTION 36, T42N, R15W.  NOTE-- THIS STATION MAY BE REACHED
 QL0036'BY GOING 7.35 MILES EASTERLY ALONG U.S. HIGHWAY 2 FROM THE
 QL0036'COURTHOUSE AT MANISTIQUE.
 QL0036
 QL0036                          STATION RECOVERY (1979)
 QL0036
 QL0036'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0036'RECOVERED IN GOOD CONDITION.
 QL0036
 QL0036                          STATION RECOVERY (2001)
 QL0036
 QL0036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0036'STATION IS N49E, 2.0' OF A CARSONITE WITNESS POST.
 QL0036
 QL0036                          STATION RECOVERY (2004)
 QL0036
 QL0036'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0036' 
 QL0036' 
 QL0036' 
 QL0036' 
 QL0036' 
 QL0036' 
 QL0036
 QL0036                          STATION RECOVERY (2006)
 QL0036
 QL0036'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0097 ***********************************************************************
 QL0097  DESIGNATION -  C 204
 QL0097  PID         -  QL0097
 QL0097  STATE/COUNTY-  MI/DELTA
 QL0097  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0097
 QL0097                         *CURRENT SURVEY CONTROL
 QL0097  ___________________________________________________________________
 QL0097* NAD 83(1986)-  45 54 09.     (N)    086 34 39.     (W)     SCALED    
 QL0097* NAVD 88     -       177.790  (meters)     583.30   (feet)  ADJUSTED  
 QL0097  ___________________________________________________________________
 QL0097  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QL0097  DYNAMIC HT  -         177.793 (meters)     583.31  (feet)  COMP
 QL0097  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 QL0097
 QL0097  VERT ORDER  -  FIRST     CLASS 0
 QL0097
 QL0097.The horizontal coordinates were scaled from a topographic map and have
 QL0097.an estimated accuracy of +/- 6 seconds.
 QL0097
 QL0097.The orthometric height was determined by differential leveling
 QL0097.and adjusted by the National Geodetic Survey in June 1991..
 QL0097
 QL0097.The geoid height was determined by GEOID03.
 QL0097
 QL0097.The dynamic height is computed by dividing the NAVD 88
 QL0097.geopotential number by the normal gravity value computed on the
 QL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0097.degrees latitude (g = 980.6199 gals.).
 QL0097
 QL0097.The modeled gravity was interpolated from observed gravity values.
 QL0097
 QL0097;                    North         East    Units  Estimated Accuracy
 QL0097;SPC MI N     -   124,480.    8,032,780.      MT  (+/- 180 meters Scaled)
 QL0097
 QL0097                          SUPERSEDED SURVEY CONTROL
 QL0097
 QL0097  NGVD 29 (??/??/92)  177.75   (m)          583.2    (f) COMPUTED    1 0
 QL0097
 QL0097.Superseded values are not recommended for survey control.
 QL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0097.See file dsdata.txt to determine how the superseded data were derived.
 QL0097
 QL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER327833(NAD 83)
 QL0097_MARKER: DB = BENCH MARK DISK
 QL0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0097_SP_SET: BRIDGE SEAT
 QL0097_STAMPING: C 204 1972
 QL0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0097+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0097
 QL0097  HISTORY     - Date     Condition        Report By
 QL0097  HISTORY     - 1972     MONUMENTED       NGS
 QL0097  HISTORY     - 20021113 GOOD             USPSQD
 QL0097  HISTORY     - 20050201 GOOD             MIDT
 QL0097  HISTORY     - 20060918 GOOD             USPSQD
 QL0097
 QL0097                          STATION DESCRIPTION
 QL0097
 QL0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0097'5.4 MI W FROM COOKS.
 QL0097'ABOUT 5.4 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0097'COUNTY ROAD 442 AT COOKS, AT A 57 FOOT LONG BRIDGE OVER BIG
 QL0097'FISHDAM RIVER, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0097'SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BRIDGE
 QL0097'SEAT, 1.3 FEET EAST OF THE NORTH END OF THE WEST CONCRETE
 QL0097'ABUTMENT AND 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0097'SECTION 32, T 41 N, R 18 W.
 QL0097
 QL0097                          STATION RECOVERY (2002)
 QL0097
 QL0097'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0097'RECOVERED IN GOOD CONDITION.
 QL0097
 QL0097                          STATION RECOVERY (2005)
 QL0097
 QL0097'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0097'RECOVERED IN GOOD CONDITION.
 QL0097
 QL0097                          STATION RECOVERY (2006)
 QL0097
 QL0097'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0198 ***********************************************************************
 QL0198  DESIGNATION -  C 205
 QL0198  PID         -  QL0198
 QL0198  STATE/COUNTY-  MI/DELTA
 QL0198  USGS QUAD   -  GLADSTONE (1985)
 QL0198
 QL0198                         *CURRENT SURVEY CONTROL
 QL0198  ___________________________________________________________________
 QL0198* NAD 83(1986)-  45 46 36.     (N)    087 04 15.     (W)     SCALED    
 QL0198* NAVD 88     -       184.813  (meters)     606.34   (feet)  ADJUSTED  
 QL0198  ___________________________________________________________________
 QL0198  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 QL0198  DYNAMIC HT  -         184.813 (meters)     606.34  (feet)  COMP
 QL0198  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 QL0198
 QL0198  VERT ORDER  -  FIRST     CLASS 0
 QL0198
 QL0198.The horizontal coordinates were scaled from a topographic map and have
 QL0198.an estimated accuracy of +/- 6 seconds.
 QL0198
 QL0198.The orthometric height was determined by differential leveling
 QL0198.and adjusted by the National Geodetic Survey in June 1991..
 QL0198
 QL0198.The geoid height was determined by GEOID03.
 QL0198
 QL0198.The dynamic height is computed by dividing the NAVD 88
 QL0198.geopotential number by the normal gravity value computed on the
 QL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0198.degrees latitude (g = 980.6199 gals.).
 QL0198
 QL0198.The modeled gravity was interpolated from observed gravity values.
 QL0198
 QL0198;                    North         East    Units  Estimated Accuracy
 QL0198;SPC MI N     -   110,410.    7,994,490.      MT  (+/- 180 meters Scaled)
 QL0198
 QL0198                          SUPERSEDED SURVEY CONTROL
 QL0198
 QL0198  NGVD 29 (??/??/92)  184.82   (m)          606.4    (f) COMPUTED    1 0
 QL0198
 QL0198.Superseded values are not recommended for survey control.
 QL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0198.See file dsdata.txt to determine how the superseded data were derived.
 QL0198
 QL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944692(NAD 83)
 QL0198_MARKER: DB = BENCH MARK DISK
 QL0198_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0198_SP_SET: 32 FT
 QL0198_STAMPING: C 205 1972
 QL0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0198+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2004
 QL0198
 QL0198  HISTORY     - Date     Condition        Report By
 QL0198  HISTORY     - 1972     MONUMENTED       NGS
 QL0198  HISTORY     - 20021003 GOOD             USPSQD
 QL0198  HISTORY     - 20040910 GOOD             DAVWAN
 QL0198
 QL0198                          STATION DESCRIPTION
 QL0198
 QL0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0198'3 MI N FROM ESCANABA.
 QL0198'ABOUT 0.8 MILE WEST ALONG LUDINGTON STREET FROM THE INTERSECTION
 QL0198'OF 6 TH STREET AND THE OLD POST OFFICE AT ESCANABA, THENCE 0.75
 QL0198'MILE NORTH ALONG STEPHENSON AVENUE, THENCE 1.5 MILES NORTH
 QL0198'ALONG SHERIDAN ROAD, 251 FEET SOUTHWEST OF THE CENTER OF THE
 QL0198'CROSSING OF MAIN STREET AND THE CHICAGO AND NORTHWESTERN
 QL0198'RAILROAD, 63 1/2 FEET WEST OF THE CENTER LINE OF COUNTY ROAD 426,
 QL0198'AT THE NORTH END OF A LARGE TRIANGLE FORMED BY ROADS, 44 FEET
 QL0198'EAST OF THE CENTER LINE OF THE PAVED ROAD, 9 1/2 FEET SOUTH
 QL0198'OF A POWER POLE, 0.6 FOOT EAST OF A METAL WITNESS POST, ABOUT
 QL0198'LEVEL WITH THE COUNTY ROAD AND IS A DISK ON THE TOP OF A COPPER
 QL0198'COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND ENCASED IN
 QL0198'A 6 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.  THE ROD WAS
 QL0198'DRIVEN TO A DEPTH OF 32 FEET.  SECTION 18, T 39 N, R 22 W.
 QL0198
 QL0198                          STATION RECOVERY (2002)
 QL0198
 QL0198'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0198'RECOVERED IN GOOD CONDITION.
 QL0198
 QL0198                          STATION RECOVERY (2004)
 QL0198
 QL0198'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0493 ***********************************************************************
 RJ0493  DESIGNATION -  C 206
 RJ0493  PID         -  RJ0493
 RJ0493  STATE/COUNTY-  MI/MACKINAC
 RJ0493  USGS QUAD   -  ENGADINE (1973)
 RJ0493
 RJ0493                         *CURRENT SURVEY CONTROL
 RJ0493  ___________________________________________________________________
 RJ0493* NAD 83(1986)-  46 06 02.     (N)    085 31 14.     (W)     SCALED    
 RJ0493* NAVD 88     -       181.292  (meters)     594.79   (feet)  ADJUSTED  
 RJ0493  ___________________________________________________________________
 RJ0493  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0493  DYNAMIC HT  -         181.302 (meters)     594.82  (feet)  COMP
 RJ0493  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 RJ0493
 RJ0493  VERT ORDER  -  FIRST     CLASS 0
 RJ0493
 RJ0493.The horizontal coordinates were scaled from a topographic map and have
 RJ0493.an estimated accuracy of +/- 6 seconds.
 RJ0493
 RJ0493.The orthometric height was determined by differential leveling
 RJ0493.and adjusted by the National Geodetic Survey in June 1991..
 RJ0493
 RJ0493.The geoid height was determined by GEOID03.
 RJ0493
 RJ0493.The dynamic height is computed by dividing the NAVD 88
 RJ0493.geopotential number by the normal gravity value computed on the
 RJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0493.degrees latitude (g = 980.6199 gals.).
 RJ0493
 RJ0493.The modeled gravity was interpolated from observed gravity values.
 RJ0493
 RJ0493;                    North         East    Units  Estimated Accuracy
 RJ0493;SPC MI N     -   147,470.    8,114,380.      MT  (+/- 180 meters Scaled)
 RJ0493
 RJ0493                          SUPERSEDED SURVEY CONTROL
 RJ0493
 RJ0493  NGVD 29 (??/??/92)  181.331  (m)          594.92   (f) ADJ UNCH    1 0
 RJ0493
 RJ0493.Superseded values are not recommended for survey control.
 RJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0493.See file dsdata.txt to determine how the superseded data were derived.
 RJ0493
 RJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS143062(NAD 83)
 RJ0493_MARKER: DB = BENCH MARK DISK
 RJ0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0493_SP_SET: CULVERT
 RJ0493_STAMPING: C 206 1972
 RJ0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0493
 RJ0493  HISTORY     - Date     Condition        Report By
 RJ0493  HISTORY     - 1972     MONUMENTED       NGS
 RJ0493  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ0493  HISTORY     - 19991013 MARK NOT FOUND   MIDT
 RJ0493
 RJ0493                          STATION DESCRIPTION
 RJ0493
 RJ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0493'3.4 MI W FROM NAUBINWAY.
 RJ0493'ABOUT 3.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0493'CHURCH AT NAUBINWAY, ABOUT 65 YARDS WEST OF THE JUNCTION OF
 RJ0493'ARNOLD ROAD (A PRIVATE ROAD), SET IN THE TOP OF THE WEST END
 RJ0493'OF THE SOUTH HEADWALL FOR A 6 FOOT BOX CULVERT UNDER THE
 RJ0493'HIGHWAY, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0493'1/2 FOOT EAST OF THE WEST END OF THE HEADWALL AND 1 1/2 FEET
 RJ0493'BELOW THE LEVEL OF THE HIGHWAY.
 RJ0493
 RJ0493                          STATION RECOVERY (1995)
 RJ0493
 RJ0493'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0493'MARK NOT FOUND.
 RJ0493
 RJ0493                          STATION RECOVERY (1999)
 RJ0493
 RJ0493'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0493'STATION APPARENTLY DESTROYED IN PREVIOUS U.S. HIGHWAY 2
 RJ0493'RE-CONSTRUCTION WORK.  THE BOX CULVERT WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0232 ***********************************************************************
 QL0232  DESIGNATION -  C 207
 QL0232  PID         -  QL0232
 QL0232  STATE/COUNTY-  MI/DELTA
 QL0232  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0232
 QL0232                         *CURRENT SURVEY CONTROL
 QL0232  ___________________________________________________________________
 QL0232* NAD 83(1986)-  45 37 21.     (N)    087 12 36.     (W)     SCALED    
 QL0232* NAVD 88     -       181.157  (meters)     594.35   (feet)  ADJUSTED  
 QL0232  ___________________________________________________________________
 QL0232  GEOID HEIGHT-         -36.08  (meters)                     GEOID03
 QL0232  DYNAMIC HT  -         181.153 (meters)     594.33  (feet)  COMP
 QL0232  MODELED GRAV-     980,591.6   (mgal)                       NAVD 88
 QL0232
 QL0232  VERT ORDER  -  FIRST     CLASS 0
 QL0232
 QL0232.The horizontal coordinates were scaled from a topographic map and have
 QL0232.an estimated accuracy of +/- 6 seconds.
 QL0232
 QL0232.The orthometric height was determined by differential leveling
 QL0232.and adjusted by the National Geodetic Survey in June 1991..
 QL0232
 QL0232.The geoid height was determined by GEOID03.
 QL0232
 QL0232.The dynamic height is computed by dividing the NAVD 88
 QL0232.geopotential number by the normal gravity value computed on the
 QL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0232.degrees latitude (g = 980.6199 gals.).
 QL0232
 QL0232.The modeled gravity was interpolated from observed gravity values.
 QL0232
 QL0232;                    North         East    Units  Estimated Accuracy
 QL0232;SPC MI N     -    93,290.    7,983,620.      MT  (+/- 180 meters Scaled)
 QL0232
 QL0232                          SUPERSEDED SURVEY CONTROL
 QL0232
 QL0232.No superseded survey control is available for this station.
 QL0232
 QL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR836521(NAD 83)
 QL0232_MARKER: DB = BENCH MARK DISK
 QL0232_SETTING: 66 = SET IN ROCK OUTCROP
 QL0232_SP_SET: OUTCROP
 QL0232_STAMPING: C 207 1972
 QL0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0232+STABILITY: POSITION/ELEVATION WELL
 QL0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0232+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2006
 QL0232
 QL0232  HISTORY     - Date     Condition        Report By
 QL0232  HISTORY     - 1972     MONUMENTED       NGS
 QL0232  HISTORY     - 1990     GOOD             USPSQD
 QL0232  HISTORY     - 19910606 GOOD             USPSQD
 QL0232  HISTORY     - 19960916 GOOD             USPSQD
 QL0232  HISTORY     - 20011025 GOOD             USPSQD
 QL0232  HISTORY     - 20030411 GOOD             USPSQD
 QL0232  HISTORY     - 20040913 GOOD             DAVWAN
 QL0232  HISTORY     - 20060406 GOOD             USPSQD
 QL0232
 QL0232                          STATION DESCRIPTION
 QL0232
 QL0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0232'11.8 MI SW FROM ESCANABA.
 QL0232'ABOUT 11.75 MILES SOUTHWEST ALONG STATE HIGHWAY 35 M FROM THE
 QL0232'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 0.75 MILE
 QL0232'SOUTHWEST OF THE INTERSECTION OF COUNTY ROAD A 23, ABOUT 0.1
 QL0232'MILE SOUTHWEST OF THE INTERSECTION OF A NARROW DIRT ROAD, SET
 QL0232'IN THE TOP OF AN EXPOSED MASS OF OUTCROP THAT IS ABOUT 60 YARDS
 QL0232'LONG-20 YARDS WIDE AND LEVEL WITH THE GROUND, 68 FEET SOUTHEAST
 QL0232'OF THE CENTER LINE OF THE HIGHWAY, 273 FEET NORTHEAST OF THE
 QL0232'CENTER LINE OF A PRIVATE ROAD, 47 FEET NORTHEAST OF THE SOUTHWEST
 QL0232'END OF THE EXPOSED PORTION OF THE ROCK, 6.1 FEET SOUTHWEST OF
 QL0232'A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0232'SECTION 12, T37N, R24W.
 QL0232
 QL0232                          STATION RECOVERY (1990)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (1991)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (1996)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2001)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2003)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2004)
 QL0232
 QL0232'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0232'RECOVERED IN GOOD CONDITION.
 QL0232
 QL0232                          STATION RECOVERY (2006)
 QL0232
 QL0232'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0322 ***********************************************************************
 QL0322  DESIGNATION -  C 208
 QL0322  PID         -  QL0322
 QL0322  STATE/COUNTY-  MI/MENOMINEE
 QL0322  USGS QUAD   -  BIRCH CREEK (1976)
 QL0322
 QL0322                         *CURRENT SURVEY CONTROL
 QL0322  ___________________________________________________________________
 QL0322* NAD 83(1986)-  45 12 15.     (N)    087 32 10.     (W)     SCALED    
 QL0322* NAVD 88     -       180.149  (meters)     591.04   (feet)  ADJUSTED  
 QL0322  ___________________________________________________________________
 QL0322  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 QL0322  DYNAMIC HT  -         180.132 (meters)     590.98  (feet)  COMP
 QL0322  MODELED GRAV-     980,518.9   (mgal)                       NAVD 88
 QL0322
 QL0322  VERT ORDER  -  FIRST     CLASS 0
 QL0322
 QL0322.The horizontal coordinates were scaled from a topographic map and have
 QL0322.an estimated accuracy of +/- 6 seconds.
 QL0322
 QL0322.The orthometric height was determined by differential leveling
 QL0322.and adjusted by the National Geodetic Survey in June 1991..
 QL0322
 QL0322.The geoid height was determined by GEOID03.
 QL0322
 QL0322.The dynamic height is computed by dividing the NAVD 88
 QL0322.geopotential number by the normal gravity value computed on the
 QL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0322.degrees latitude (g = 980.6199 gals.).
 QL0322
 QL0322.The modeled gravity was interpolated from observed gravity values.
 QL0322
 QL0322;                    North         East    Units  Estimated Accuracy
 QL0322;SPC MI N     -    46,920.    7,957,880.      MT  (+/- 180 meters Scaled)
 QL0322
 QL0322                          SUPERSEDED SURVEY CONTROL
 QL0322
 QL0322.No superseded survey control is available for this station.
 QL0322
 QL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR578057(NAD 83)
 QL0322_MARKER: DV = VERTICAL CONTROL DISK
 QL0322_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0322_SP_SET: 11.8 FEET
 QL0322_STAMPING: C 208 1972
 QL0322_MARK LOGO: NGS   
 QL0322_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0322+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 QL0322
 QL0322  HISTORY     - Date     Condition        Report By
 QL0322  HISTORY     - 1972     MONUMENTED       NGS
 QL0322  HISTORY     - 1990     GOOD             USPSQD
 QL0322  HISTORY     - 19910821 GOOD             USPSQD
 QL0322  HISTORY     - 19940426 GOOD             MIDT
 QL0322  HISTORY     - 20011026 GOOD             USPSQD
 QL0322  HISTORY     - 20030501 GOOD             USPSQD
 QL0322  HISTORY     - 20040817 GOOD             WILCOX
 QL0322  HISTORY     - 20060409 GOOD             USPSQD
 QL0322
 QL0322                          STATION DESCRIPTION
 QL0322
 QL0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0322'6.5 MI NE FROM MENOMINEE.
 QL0322'ABOUT 6.5 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0322'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.2 MILE
 QL0322'NORTHEAST OF THE JUNCTION OF BIRCH CREEK ROAD, ON THE LAWN OF
 QL0322'THE WRIGHTS M 35 MOTEL, 74 FEET SOUTHWEST OF THE CENTER LINE
 QL0322'OF THE HIGHWAY, 49 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 QL0322'DRIVEWAY TO MOTEL, 23 1/2 FEET WEST OF POWER POLE 3326-32 R 14,
 QL0322'12.5 FEET NORTHEAST OF THE EAST CORNER OF CABIN NO. 8 FOR THE
 QL0322'MOTEL, 5 1/2 FEET NORTH OF A 4 INCH SPRUCE TREE, 1.1 FEET
 QL0322'SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 QL0322'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 QL0322'ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND.
 QL0322'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 11.8 FEET.  SECTION
 QL0322'32, T 33 N, R 26 W.
 QL0322
 QL0322                          STATION RECOVERY (1990)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (1991)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (1994)
 QL0322
 QL0322'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0322'RECOVERED AS DESCRIBED.
 QL0322
 QL0322                          STATION RECOVERY (2001)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 2001 (RB)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (2003)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWB)
 QL0322'THE MOTEL IN DESCRIPTION HAS BEEN RAZED.  A SMALL RESIDENCE WITH LIGHT
 QL0322'TAN COLORED SIDING NOW OCCUPIES SITE.  THE SPRUCE TREE IS NO LONGER
 QL0322'THERE.
 QL0322
 QL0322                          STATION RECOVERY (2004)
 QL0322
 QL0322'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0322'RECOVERED IN GOOD CONDITION.
 QL0322
 QL0322                          STATION RECOVERY (2006)
 QL0322
 QL0322'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0703 ***********************************************************************
 NE0703  DESIGNATION -  C 21
 NE0703  PID         -  NE0703
 NE0703  STATE/COUNTY-  MI/WASHTENAW
 NE0703  USGS QUAD   -  DENTON (1980)
 NE0703
 NE0703                         *CURRENT SURVEY CONTROL
 NE0703  ___________________________________________________________________
 NE0703* NAD 83(1986)-  42 15 14.     (N)    083 37 11.     (W)     SCALED    
 NE0703* NAVD 88     -       218.698  (meters)     717.51   (feet)  ADJUSTED  
 NE0703  ___________________________________________________________________
 NE0703  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NE0703  DYNAMIC HT  -         218.629 (meters)     717.29  (feet)  COMP
 NE0703  MODELED GRAV-     980,302.4   (mgal)                       NAVD 88
 NE0703
 NE0703  VERT ORDER  -  FIRST     CLASS II
 NE0703
 NE0703.The horizontal coordinates were scaled from a topographic map and have
 NE0703.an estimated accuracy of +/- 6 seconds.
 NE0703
 NE0703.The orthometric height was determined by differential leveling
 NE0703.and adjusted by the National Geodetic Survey in June 1991..
 NE0703
 NE0703.The geoid height was determined by GEOID03.
 NE0703
 NE0703.The dynamic height is computed by dividing the NAVD 88
 NE0703.geopotential number by the normal gravity value computed on the
 NE0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0703.degrees latitude (g = 980.6199 gals.).
 NE0703
 NE0703.The modeled gravity was interpolated from observed gravity values.
 NE0703
 NE0703;                    North         East    Units  Estimated Accuracy
 NE0703;SPC MI S     -    84,010.    4,061,640.      MT  (+/- 180 meters Scaled)
 NE0703
 NE0703                          SUPERSEDED SURVEY CONTROL
 NE0703
 NE0703  NGVD 29 (??/??/92)  218.823  (m)          717.92   (f) ADJ UNCH    1 2
 NE0703
 NE0703.Superseded values are not recommended for survey control.
 NE0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0703.See file dsdata.txt to determine how the superseded data were derived.
 NE0703
 NE0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG838812(NAD 83)
 NE0703_MARKER: DB = BENCH MARK DISK
 NE0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0703_STAMPING: ELEV 717.922 FT C 21 1916
 NE0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0703+STABILITY: SURFACE MOTION
 NE0703
 NE0703  HISTORY     - Date     Condition        Report By
 NE0703  HISTORY     - 1916     MONUMENTED       CGS
 NE0703  HISTORY     - 1953     MARK NOT FOUND   NGS
 NE0703  HISTORY     - 1963     MARK NOT FOUND   NGS
 NE0703
 NE0703                          STATION DESCRIPTION
 NE0703
 NE0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NE0703'0.9 MI W FROM YPSILANTI.
 NE0703'0.9 MILE WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0703'AT YPSILANTI, WASHTENAW COUNTY, AT A STREET CROSSING, NEAR THE
 NE0703'STANDARD OIL COMPANY STORAGE TANKS, AND AT THE NORTHEAST FENCE
 NE0703'CORNER.  A STANDARD DISK, STAMPED ELEV 717.922 FT C 21 1916 AND
 NE0703'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 NE0703
 NE0703                          STATION RECOVERY (1963)
 NE0703
 NE0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NE0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0169 ***********************************************************************
 RK0169  DESIGNATION -  C 22
 RK0169  PID         -  RK0169
 RK0169  STATE/COUNTY-  MI/MARQUETTE
 RK0169  USGS QUAD   -  SANDS (1975)
 RK0169
 RK0169                         *CURRENT SURVEY CONTROL
 RK0169  ___________________________________________________________________
 RK0169* NAD 83(1986)-  46 25 48.     (N)    087 27 59.     (W)     SCALED    
 RK0169* NAVD 88     -       378.261  (meters)    1241.01   (feet)  POSTED    
 RK0169  ___________________________________________________________________
 RK0169  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RK0169  DYNAMIC HT  -         378.280 (meters)    1241.07  (feet)  COMP
 RK0169  MODELED GRAV-     980,651.1   (mgal)                       NAVD 88
 RK0169
 RK0169  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RK0169
 RK0169.The horizontal coordinates were scaled from a topographic map and have
 RK0169.an estimated accuracy of +/- 6 seconds.
 RK0169
 RK0169.The orthometric height was determined by differential leveling
 RK0169.and adjusted by the National Geodetic Survey in 1992..
 RK0169.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RK0169.rate of 1.1 thru 2.0 mm/km.
 RK0169
 RK0169.The geoid height was determined by GEOID03.
 RK0169
 RK0169.The dynamic height is computed by dividing the NAVD 88
 RK0169.geopotential number by the normal gravity value computed on the
 RK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0169.degrees latitude (g = 980.6199 gals.).
 RK0169
 RK0169.The modeled gravity was interpolated from observed gravity values.
 RK0169
 RK0169;                    North         East    Units  Estimated Accuracy
 RK0169;SPC MI N     -   183,120.    7,964,160.      MT  (+/- 180 meters Scaled)
 RK0169
 RK0169                          SUPERSEDED SURVEY CONTROL
 RK0169
 RK0169  NGVD 29 (??/??/92)  378.155  (m)         1240.66   (f) ADJ UNCH    1 2
 RK0169
 RK0169.Superseded values are not recommended for survey control.
 RK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0169.See file dsdata.txt to determine how the superseded data were derived.
 RK0169
 RK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS641419(NAD 83)
 RK0169_MARKER: DB = BENCH MARK DISK
 RK0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0169_STAMPING: C 22 1917
 RK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0169+STABILITY: SURFACE MOTION
 RK0169
 RK0169  HISTORY     - Date     Condition        Report By
 RK0169  HISTORY     - 1917     MONUMENTED       CGS
 RK0169  HISTORY     - 1951     POOR             NGS
 RK0169
 RK0169                          STATION DESCRIPTION
 RK0169
 RK0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RK0169'1.8 MI SE FROM CASCADE JUNCTION.
 RK0169'1-3/4 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RK0169'FROM CASCADE JUNCTION, MARQUETTE COUNTY, 9-1/2 RAILS NORTHWEST
 RK0169'OF A ROW OF POLES LEADING NORTHEAST FROM THE TRACK, 15 FEET
 RK0169'SOUTHEAST OF THE STATION SIGN AT GENTIAN, AND 46-1/2 FEET
 RK0169'NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD
 RK0169'DISK, STAMPED C 22 1917 AND SET IN THE TOP OF A CONCRETE POST
 RK0169'PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0452 ***********************************************************************
 RM0452  DESIGNATION -  C 233
 RM0452  PID         -  RM0452
 RM0452  STATE/COUNTY-  MI/GOGEBIC
 RM0452  USGS QUAD   -  IRONWOOD (1981)
 RM0452
 RM0452                         *CURRENT SURVEY CONTROL
 RM0452  ___________________________________________________________________
 RM0452* NAD 83(1986)-  46 27 29.     (N)    090 09 34.     (W)     SCALED    
 RM0452* NAVD 88     -       475.172  (meters)    1558.96   (feet)  ADJUSTED  
 RM0452  ___________________________________________________________________
 RM0452  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0452  DYNAMIC HT  -         475.191 (meters)    1559.02  (feet)  COMP
 RM0452  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 RM0452
 RM0452  VERT ORDER  -  FIRST     CLASS II
 RM0452
 RM0452.The horizontal coordinates were scaled from a topographic map and have
 RM0452.an estimated accuracy of +/- 6 seconds.
 RM0452
 RM0452.The orthometric height was determined by differential leveling
 RM0452.and adjusted by the National Geodetic Survey in June 1991..
 RM0452
 RM0452.The geoid height was determined by GEOID03.
 RM0452
 RM0452.The dynamic height is computed by dividing the NAVD 88
 RM0452.geopotential number by the normal gravity value computed on the
 RM0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0452.degrees latitude (g = 980.6199 gals.).
 RM0452
 RM0452.The modeled gravity was interpolated from observed gravity values.
 RM0452
 RM0452;                    North         East    Units  Estimated Accuracy
 RM0452;SPC MI N     -   190,970.    7,757,370.      MT  (+/- 180 meters Scaled)
 RM0452
 RM0452                          SUPERSEDED SURVEY CONTROL
 RM0452
 RM0452.No superseded survey control is available for this station.
 RM0452
 RM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM181488(NAD 83)
 RM0452_MARKER: DB = BENCH MARK DISK
 RM0452_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RM0452_STAMPING: C 233 1978
 RM0452_MARK LOGO: NGS   
 RM0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0452+STABILITY: POSITION/ELEVATION WELL
 RM0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0452+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0452
 RM0452  HISTORY     - Date     Condition        Report By
 RM0452  HISTORY     - 1978     MONUMENTED       NGS
 RM0452  HISTORY     - 1982     GOOD             NGS
 RM0452  HISTORY     - 1982     GOOD             NGS
 RM0452  HISTORY     - 1985     GOOD             NGS
 RM0452  HISTORY     - 1987     GOOD             USPSQD
 RM0452  HISTORY     - 1989     GOOD             USPSQD
 RM0452  HISTORY     - 20030502 GOOD             USPSQD
 RM0452  HISTORY     - 20040801 GOOD             USPSQD
 RM0452
 RM0452                          STATION DESCRIPTION
 RM0452
 RM0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0452'IN IRONWOOD.
 RM0452'IN IRONWOOD, IN THE LANDING AT THE TOP OF THE STEPS AT THE MAIN
 RM0452'ENTRANCE TO THE LUTHER WRIGHT SCHOOL, AT THE INTERSECTION OF WEST AYER
 RM0452'STREET AND PARK STREET, 76.2 METERS (250.0 FT) NORTH OF THE CENTERLINE
 RM0452'OF WEST AYER STREET, 74.4 METERS (244.0 FT) NORTHEAST OF BENCH
 RM0452'MARK METERS 58 1934, 1.7 METERS (5.5 FT) WEST OF THE EXTENDED
 RM0452'CENTERLINE OF THE CENTER ONE OF THREE DOORWAYS, AND 0.3 METER (1.0 FT)
 RM0452'A JUNCTION MARK.
 RM0452'THE MARK IS 1.8 M ABOVE STREET.
 RM0452
 RM0452                          STATION RECOVERY (1982)
 RM0452
 RM0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (1985)
 RM0452
 RM0452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (1987)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (1989)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0452'RECOVERED IN GOOD CONDITION.
 RM0452
 RM0452                          STATION RECOVERY (2003)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0452'RECOVERED IN GOOD CONDITION.  NOTE- THE SCHOOL IS IN THE NORTHWEST
 RM0452'QUADRANT OF THE INTERSECTION OF AYER STREET AND PARK STREET. THE
 RM0452'STATION IS 1 FOOT SOUTH OF THE SOUTH FACE OF THE ENTRANCEWAY AND 0.8
 RM0452'FOOT EAST OF THE WEST FACE OF THE ENTRANCEWAY.  THE BUILDING OBSTRUCTS
 RM0452'SATELLITE OBSERVATIONS.
 RM0452
 RM0452                          STATION RECOVERY (2004)
 RM0452
 RM0452'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0864 ***********************************************************************
 MC0864  DESIGNATION -  C 234
 MC0864  PID         -  MC0864
 MC0864  STATE/COUNTY-  MI/MONROE
 MC0864  USGS QUAD   -  STONY POINT (1978)
 MC0864
 MC0864                         *CURRENT SURVEY CONTROL
 MC0864  ___________________________________________________________________
 MC0864* NAD 83(1986)-  41 53 50.     (N)    083 21 40.     (W)     SCALED    
 MC0864* NAVD 88     -       175.689  (meters)     576.41   (feet)  ADJUSTED  
 MC0864  ___________________________________________________________________
 MC0864  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0864  DYNAMIC HT  -         175.625 (meters)     576.20  (feet)  COMP
 MC0864  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 MC0864
 MC0864  VERT ORDER  -  FIRST     CLASS II
 MC0864
 MC0864.The horizontal coordinates were scaled from a topographic map and have
 MC0864.an estimated accuracy of +/- 6 seconds.
 MC0864
 MC0864.The orthometric height was determined by differential leveling
 MC0864.and adjusted by the National Geodetic Survey in June 1991..
 MC0864
 MC0864.The geoid height was determined by GEOID03.
 MC0864
 MC0864.The dynamic height is computed by dividing the NAVD 88
 MC0864.geopotential number by the normal gravity value computed on the
 MC0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0864.degrees latitude (g = 980.6199 gals.).
 MC0864
 MC0864.The modeled gravity was interpolated from observed gravity values.
 MC0864
 MC0864;                    North         East    Units  Estimated Accuracy
 MC0864;SPC MI S     -    44,620.    4,083,450.      MT  (+/- 180 meters Scaled)
 MC0864
 MC0864                          SUPERSEDED SURVEY CONTROL
 MC0864
 MC0864  NGVD 29 (??/??/92)  175.858  (m)          576.96   (f) ADJ UNCH    1 2
 MC0864
 MC0864.Superseded values are not recommended for survey control.
 MC0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0864.See file dsdata.txt to determine how the superseded data were derived.
 MC0864
 MC0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG041410(NAD 83)
 MC0864_MARKER: I = METAL ROD
 MC0864_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0864_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0864_STAMPING: C 234 1980
 MC0864_PROJECTION: RECESSED 3 CENTIMETERS
 MC0864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0864+STABILITY: POSITION/ELEVATION WELL
 MC0864_ROD/PIPE-DEPTH: 7.3  meters
 MC0864_SLEEVE-DEPTH  : 6.0 meters
 MC0864
 MC0864  HISTORY     - Date     Condition        Report By
 MC0864  HISTORY     - 1980     MONUMENTED       NGS
 MC0864  HISTORY     - 1983     GOOD             USPSQD
 MC0864  HISTORY     - 1985     POOR             USPSQD
 MC0864  HISTORY     - 1987     POOR             USPSQD
 MC0864
 MC0864                          STATION DESCRIPTION
 MC0864
 MC0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0864'IN MONROE.
 MC0864'1.02 KILOMETER (0.65 MILE) SOUTHEAST ALONG FRONT STREET FROM THE
 MC0864'OVERPASS OF INTERSTATE 75 IN MOMROE, 0.16 KILOMETER (0.1 MILE)
 MC0864'SOUTHWEST OF THE PORT OF MONROE BUILDING. 0.08 KILOMETER (0.05 MILE)
 MC0864'SOUTHEAST OF A RAILROAD SPUR CROSSING FRONT STREET, 10.2 METERS
 MC0864'(33.7 FEET) NORTHEAST OF THE NORTHEAST CURB OF FRONT STREET, 3.2
 MC0864'METERS (10.5 FEET) SOUTHWEST OF POWER POLE NUMBER 525WD41Z SUPPORTING
 MC0864'A STREET LAMP, 1.1 METERS (3.6 FEET) SOUTHWEST OF THE WEST CORNER
 MC0864'OF AN 8-FOOT CHAIN LINK FENCE AROUND AN AREA NOW FILLED WITH COAL.
 MC0864'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 MC0864
 MC0864                          STATION RECOVERY (1983)
 MC0864
 MC0864'RECOVERY NOTE BY US POWER SQUADRON 1983
 MC0864'RECOVERED IN GOOD CONDITION.
 MC0864
 MC0864                          STATION RECOVERY (1985)
 MC0864
 MC0864'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0864'AREA HAD A LOT OF CONSTRUCTION GOING ON, FENCE AS DESCRIBED IS NOW
 MC0864'GONE. TOP OF ACESS COVER IS GONE, ROD IN SIDE DOES NOT LOOK
 MC0864'DESTRUBED. TELEPHONE POLE IS NEAR BY. WITNESS POST IS GONE. MARK DOES
 MC0864'HAVE APLASTIC PVC PIPE AROUND IT ABOUT A FOOT ABOVE GROUND.
 MC0864
 MC0864                          STATION RECOVERY (1987)
 MC0864
 MC0864'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0864'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0891 ***********************************************************************
 NE0891  DESIGNATION -  C 235
 NE0891  PID         -  NE0891
 NE0891  STATE/COUNTY-  MI/WAYNE
 NE0891  USGS QUAD   -  GROSSE POINTE (1983)
 NE0891
 NE0891                         *CURRENT SURVEY CONTROL
 NE0891  ___________________________________________________________________
 NE0891* NAD 83(1986)-  42 24 02.     (N)    082 53 18.     (W)     SCALED    
 NE0891* NAVD 88     -       177.903  (meters)     583.67   (feet)  ADJUSTED  
 NE0891  ___________________________________________________________________
 NE0891  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0891  DYNAMIC HT  -         177.851 (meters)     583.50  (feet)  COMP
 NE0891  MODELED GRAV-     980,326.5   (mgal)                       NAVD 88
 NE0891
 NE0891  VERT ORDER  -  FIRST     CLASS II
 NE0891
 NE0891.The horizontal coordinates were scaled from a topographic map and have
 NE0891.an estimated accuracy of +/- 6 seconds.
 NE0891
 NE0891.The orthometric height was determined by differential leveling
 NE0891.and adjusted by the National Geodetic Survey in June 1991..
 NE0891
 NE0891.The geoid height was determined by GEOID03.
 NE0891
 NE0891.The dynamic height is computed by dividing the NAVD 88
 NE0891.geopotential number by the normal gravity value computed on the
 NE0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0891.degrees latitude (g = 980.6199 gals.).
 NE0891
 NE0891.The modeled gravity was interpolated from observed gravity values.
 NE0891
 NE0891;                    North         East    Units  Estimated Accuracy
 NE0891;SPC MI S     -   101,100.    4,121,700.      MT  (+/- 180 meters Scaled)
 NE0891
 NE0891                          SUPERSEDED SURVEY CONTROL
 NE0891
 NE0891  NGVD 29 (??/??/??)  178.056  (m)          584.17   (f) ADJUSTED    1 2
 NE0891
 NE0891.Superseded values are not recommended for survey control.
 NE0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0891.See file dsdata.txt to determine how the superseded data were derived.
 NE0891
 NE0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG445959(NAD 83)
 NE0891_MARKER: I = METAL ROD
 NE0891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0891_SP_SET: STAINLESS STEEL ROD
 NE0891_STAMPING: C 235 1980
 NE0891_PROJECTION: RECESSED 8 CENTIMETERS
 NE0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0891_ROD/PIPE-DEPTH: 6.1  meters
 NE0891
 NE0891  HISTORY     - Date     Condition        Report By
 NE0891  HISTORY     - 1980     MONUMENTED       NGS
 NE0891
 NE0891                          STATION DESCRIPTION
 NE0891
 NE0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0891'IN GROSSE POINTE FARMS.
 NE0891'IN GROSSE POINTE FARMS, AT THE JUNCTION OF LAKE SHORE DRIVE AND
 NE0891'WINTHROP ROAD, NEAR THE SOUTHEAST CORNER OF A ROCK WALL AROUND
 NE0891'HOUSE NUMBER 255, 19.3 METERS (63.3 FEET) WEST OF THE CENTER LINE
 NE0891'OF THE SOUTH BOUND LANES OF LAKE SHORE DRIVE, 2.95 METERS (9.8
 NE0891'FEET) NORTH OF THE NORTH CURB OF WINTHROP, 5.8 METERS (19 FEET)
 NE0891'EAST OF A 12-INCH FRUIT TREE, 0.6 METERS (2.3  FEET) SOUTH OF THE
 NE0891'SOUTH FACE OF THE ROCK WALL.
 NE0891'THE MARK IS 0.3 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0913 ***********************************************************************
 NE0913  DESIGNATION -  C 236
 NE0913  PID         -  NE0913
 NE0913  STATE/COUNTY-  MI/MACOMB
 NE0913  USGS QUAD   -  NEW HAVEN (1983)
 NE0913
 NE0913                         *CURRENT SURVEY CONTROL
 NE0913  ___________________________________________________________________
 NE0913* NAD 83(1986)-  42 39 29.     (N)    082 46 36.     (W)     SCALED    
 NE0913* NAVD 88     -       178.829  (meters)     586.71   (feet)  ADJUSTED  
 NE0913  ___________________________________________________________________
 NE0913  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0913  DYNAMIC HT  -         178.779 (meters)     586.54  (feet)  COMP
 NE0913  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 NE0913
 NE0913  VERT ORDER  -  FIRST     CLASS II
 NE0913
 NE0913.The horizontal coordinates were scaled from a topographic map and have
 NE0913.an estimated accuracy of +/- 6 seconds.
 NE0913
 NE0913.The orthometric height was determined by differential leveling
 NE0913.and adjusted by the National Geodetic Survey in June 1991..
 NE0913
 NE0913.The geoid height was determined by GEOID03.
 NE0913
 NE0913.The dynamic height is computed by dividing the NAVD 88
 NE0913.geopotential number by the normal gravity value computed on the
 NE0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0913.degrees latitude (g = 980.6199 gals.).
 NE0913
 NE0913.The modeled gravity was interpolated from observed gravity values.
 NE0913
 NE0913;                    North         East    Units  Estimated Accuracy
 NE0913;SPC MI S     -   129,860.    4,130,350.      MT  (+/- 180 meters Scaled)
 NE0913
 NE0913                          SUPERSEDED SURVEY CONTROL
 NE0913
 NE0913  NGVD 29 (??/??/??)  178.953  (m)          587.12   (f) ADJUSTED    1 2
 NE0913
 NE0913.Superseded values are not recommended for survey control.
 NE0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0913.See file dsdata.txt to determine how the superseded data were derived.
 NE0913
 NE0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH543243(NAD 83)
 NE0913_MARKER: DV = VERTICAL CONTROL DISK
 NE0913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0913_SP_SET: BRIDGE ABUTMENT
 NE0913_STAMPING: C 236 1980
 NE0913_MARK LOGO: NGS   
 NE0913_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0913+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 NE0913
 NE0913  HISTORY     - Date     Condition        Report By
 NE0913  HISTORY     - 1980     MONUMENTED       NGS
 NE0913  HISTORY     - 19940515 GOOD             LOCENG
 NE0913  HISTORY     - 19950521 GOOD             USPSQD
 NE0913  HISTORY     - 20010331 GOOD             NGS
 NE0913  HISTORY     - 20030802 GOOD             USPSQD
 NE0913  HISTORY     - 20050202 GOOD             ROWEIN
 NE0913  HISTORY     - 20060707 GOOD             SPALD
 NE0913
 NE0913                          STATION DESCRIPTION
 NE0913
 NE0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0913'IN POINT LAKEVIEW.
 NE0913'IN POINT LAKEVIEW, SET IN THE TOP OF THE SOUTH SIDE OF THE EAST
 NE0913'ABUTMENT OF THE JEFFERSON AVENUE BRIDGE OVER THE SALT RIVER, 5.37
 NE0913'METERS (17.6 FEET) WEST OF THE EAST END OF THE EAST ABUTMENT, 0.97
 NE0913'METER (3.2 FEET) SOUTH OF THE NORTH EDGE OF THE CONCRETE WALKWAY
 NE0913'OF THE BRIDGE, 0.18 METER (0.6 FOOT) EAST OF THE NORTHEAST CORNER
 NE0913'OF THE CONCRETE PILLAR AT THE WEST END OF THE EAST ABUTMENT, 0.1
 NE0913'METER (0.3 FOOT) NORTH OF THE METAL GUARD RAIL OF THE ABUTMENT..
 NE0913
 NE0913                          STATION RECOVERY (1994)
 NE0913
 NE0913'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0913'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION HAS BEEN COVERED
 NE0913'OVER WITH A CONCRETE PIPE CASE.
 NE0913
 NE0913                          STATION RECOVERY (1995)
 NE0913
 NE0913'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0913'RECOVERED IN GOOD CONDITION.
 NE0913
 NE0913                          STATION RECOVERY (2001)
 NE0913
 NE0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0913'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0913
 NE0913                          STATION RECOVERY (2003)
 NE0913
 NE0913'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0913'RECOVERED IN GOOD CONDITION.
 NE0913
 NE0913                          STATION RECOVERY (2005)
 NE0913
 NE0913'RECOVERY NOTE BY ROWE INCORPORATED 2005 (DLS)
 NE0913'RECOVERED IN GOOD CONDITION.
 NE0913
 NE0913                          STATION RECOVERY (2006)
 NE0913
 NE0913'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0913'STATE PLANE COORDINATES (MDOT CORS)
 NE0913'N 426062.12
 NE0913'E 13550970.86
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0957 ***********************************************************************
 NE0957  DESIGNATION -  C 237
 NE0957  PID         -  NE0957
 NE0957  STATE/COUNTY-  MI/ST CLAIR
 NE0957  USGS QUAD   -  PORT HURON (1991)
 NE0957
 NE0957                         *CURRENT SURVEY CONTROL
 NE0957  ___________________________________________________________________
 NE0957* NAD 83(1986)-  42 59 57.     (N)    082 26 13.     (W)     SCALED    
 NE0957* NAVD 88     -       182.524  (meters)     598.83   (feet)  ADJUSTED  
 NE0957  ___________________________________________________________________
 NE0957  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0957  DYNAMIC HT  -         182.479 (meters)     598.68  (feet)  COMP
 NE0957  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 NE0957
 NE0957  VERT ORDER  -  FIRST     CLASS II
 NE0957
 NE0957.The horizontal coordinates were scaled from a topographic map and have
 NE0957.an estimated accuracy of +/- 6 seconds.
 NE0957
 NE0957.The orthometric height was determined by differential leveling
 NE0957.and adjusted by the National Geodetic Survey in June 1991..
 NE0957
 NE0957.The geoid height was determined by GEOID03.
 NE0957
 NE0957.The dynamic height is computed by dividing the NAVD 88
 NE0957.geopotential number by the normal gravity value computed on the
 NE0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0957.degrees latitude (g = 980.6199 gals.).
 NE0957
 NE0957.The modeled gravity was interpolated from observed gravity values.
 NE0957
 NE0957;                    North         East    Units  Estimated Accuracy
 NE0957;SPC MI S     -   168,330.    4,157,330.      MT  (+/- 180 meters Scaled)
 NE0957
 NE0957                          SUPERSEDED SURVEY CONTROL
 NE0957
 NE0957  NGVD 29 (??/??/??)  182.640  (m)          599.21   (f) ADJUSTED    1 2
 NE0957
 NE0957.Superseded values are not recommended for survey control.
 NE0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0957.See file dsdata.txt to determine how the superseded data were derived.
 NE0957
 NE0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH828617(NAD 83)
 NE0957_MARKER: I = METAL ROD
 NE0957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE0957_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE0957_STAMPING: C 237 1980
 NE0957_PROJECTION: RECESSED 10 CENTIMETERS
 NE0957_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0957+STABILITY: POSITION/ELEVATION WELL
 NE0957_ROD/PIPE-DEPTH: 15.4 meters
 NE0957_SLEEVE-DEPTH  : 6.1 meters
 NE0957
 NE0957  HISTORY     - Date     Condition        Report By
 NE0957  HISTORY     - 1980     MONUMENTED       NGS
 NE0957  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0957  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0957
 NE0957                          STATION DESCRIPTION
 NE0957
 NE0957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0957'IN PORT HURON.
 NE0957'IN PORT HURON, AT THE JUNCTION OF PINE GROVE AVENUE AND ELMWOOD
 NE0957'STREET, ON THE PROPERTY OF THE US IMMIGRATION SERVICE, NEAR THE
 NE0957'NORTH SIDE OF THE BRIDGE, 17.76 METERS (55.0 FEET) NORTHEAST OF THE
 NE0957'NORTHEAST CURB OF PINE GROVE, 40.53 METERS (133.0 FEET) SOUTH OF
 NE0957'THE SOUTH CURB OF ELMWOOD, 9.95 METERS (32.6 FEET) SOUTHWEST OF THE
 NE0957'WEST CORNER OF THE SQUARE BASE OF A STREET LAMP FOR THE EXIT RAMP
 NE0957'OF BRIDGE, 3.0 METERS (9.8 FEET) NORTH OF THE NORTH FACE OF THE
 NE0957'MOST NORTHLY ONE OF 4 PIERS IN THE SECOND ROW OF PIERS NORTHEAST
 NE0957'OF PINE GROVE AVENUE.
 NE0957'THE MARK IS 0.5 M ABOVE PINE GROVE.
 NE0957
 NE0957                          STATION RECOVERY (1994)
 NE0957
 NE0957'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0957'MARK NOT FOUND.
 NE0957
 NE0957                          STATION RECOVERY (1997)
 NE0957
 NE0957'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0957'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0610 ***********************************************************************
 OJ0610  DESIGNATION -  C 238
 OJ0610  PID         -  OJ0610
 OJ0610  STATE/COUNTY-  MI/SANILAC
 OJ0610  USGS QUAD   -  CROSWELL (1976)
 OJ0610
 OJ0610                         *CURRENT SURVEY CONTROL
 OJ0610  ___________________________________________________________________
 OJ0610* NAD 83(1986)-  43 18 27.     (N)    082 32 00.     (W)     SCALED    
 OJ0610* NAVD 88     -       188.581  (meters)     618.70   (feet)  ADJUSTED  
 OJ0610  ___________________________________________________________________
 OJ0610  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0610  DYNAMIC HT  -         188.542 (meters)     618.57  (feet)  COMP
 OJ0610  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OJ0610
 OJ0610  VERT ORDER  -  FIRST     CLASS II
 OJ0610
 OJ0610.The horizontal coordinates were scaled from a topographic map and have
 OJ0610.an estimated accuracy of +/- 6 seconds.
 OJ0610
 OJ0610.The orthometric height was determined by differential leveling
 OJ0610.and adjusted by the National Geodetic Survey in June 1991..
 OJ0610
 OJ0610.The geoid height was determined by GEOID03.
 OJ0610
 OJ0610.The dynamic height is computed by dividing the NAVD 88
 OJ0610.geopotential number by the normal gravity value computed on the
 OJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0610.degrees latitude (g = 980.6199 gals.).
 OJ0610
 OJ0610.The modeled gravity was interpolated from observed gravity values.
 OJ0610
 OJ0610;                    North         East    Units  Estimated Accuracy
 OJ0610;SPC MI S     -   202,400.    4,148,720.      MT  (+/- 180 meters Scaled)
 OJ0610
 OJ0610                          SUPERSEDED SURVEY CONTROL
 OJ0610
 OJ0610  NGVD 29 (??/??/??)  188.695  (m)          619.08   (f) ADJUSTED    1 2
 OJ0610
 OJ0610.Superseded values are not recommended for survey control.
 OJ0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0610.See file dsdata.txt to determine how the superseded data were derived.
 OJ0610
 OJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756961(NAD 83)
 OJ0610_MARKER: I = METAL ROD
 OJ0610_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0610_SP_SET: STAINLESS STEEL ROD
 OJ0610_STAMPING: C 238 1980
 OJ0610_PROJECTION: FLUSH
 OJ0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0610_ROD/PIPE-DEPTH: 5.2  meters
 OJ0610
 OJ0610  HISTORY     - Date     Condition        Report By
 OJ0610  HISTORY     - 1980     MONUMENTED       NGS
 OJ0610  HISTORY     - 19940728 GOOD             USPSQD
 OJ0610
 OJ0610                          STATION DESCRIPTION
 OJ0610
 OJ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0610'4.4 KM NORTH FROM LEXINGTON.
 OJ0610'4.4 KILOMETERS (2.75 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0610'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.4 KILOMETER
 OJ0610'(0.25 MILE) SOUTH OF THE JUNCTION OF COUNTY FARM ROAD, TO THE
 OJ0610'GRAVEL ENTRANCE FOR HOUSE 4153 AND 4143, SET WEST OF THE WEST FACE
 OJ0610'OF THE CONCRETE BLOCK WALL OF THE SOUTH ENTRANCE GATE PILLAR. 14.9
 OJ0610'METERS (49.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 METERS
 OJ0610'(9.3 FEET) SOUTH OF THE CENTER OF THE DRIVE, 1.8 METERS (6.1 FEET)
 OJ0610'NORTH OF THE SOUTH END OF THE ENTRANCE WALL, 0.35 METER (1.15 FEET)
 OJ0610'WEST OF THE WEST FACE OF THE WALL.
 OJ0610'THE MARK IS 0.1 M BELOW GROUND.
 OJ0610
 OJ0610                          STATION RECOVERY (1994)
 OJ0610
 OJ0610'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0637 ***********************************************************************
 OJ0637  DESIGNATION -  C 239
 OJ0637  PID         -  OJ0637
 OJ0637  STATE/COUNTY-  MI/HURON
 OJ0637  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0637
 OJ0637                         *CURRENT SURVEY CONTROL
 OJ0637  ___________________________________________________________________
 OJ0637* NAD 83(1986)-  43 45 18.     (N)    082 37 16.     (W)     SCALED    
 OJ0637* NAVD 88     -       178.501  (meters)     585.63   (feet)  ADJUSTED  
 OJ0637  ___________________________________________________________________
 OJ0637  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OJ0637  DYNAMIC HT  -         178.469 (meters)     585.53  (feet)  COMP
 OJ0637  MODELED GRAV-     980,433.7   (mgal)                       NAVD 88
 OJ0637  OBS GRAVITY -     980,435.3   (mgal)                       GRAV_OBS
 OJ0637
 OJ0637  VERT ORDER  -  FIRST     CLASS II
 OJ0637
 OJ0637.The horizontal coordinates were scaled from a topographic map and have
 OJ0637.an estimated accuracy of +/- 6 seconds.
 OJ0637
 OJ0637.The orthometric height was determined by differential leveling
 OJ0637.and adjusted by the National Geodetic Survey in June 1991..
 OJ0637
 OJ0637.The geoid height was determined by GEOID03.
 OJ0637
 OJ0637.The dynamic height is computed by dividing the NAVD 88
 OJ0637.geopotential number by the normal gravity value computed on the
 OJ0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0637.degrees latitude (g = 980.6199 gals.).
 OJ0637
 OJ0637.The modeled gravity was interpolated from observed gravity values.
 OJ0637.The observed gravity was obtained from relative gravimeter ties
 OJ0637.to the IGSN71 gravity network.
 OJ0637
 OJ0637;                    North         East    Units  Estimated Accuracy
 OJ0637;SPC MI S     -   251,950.    4,140,570.      MT  (+/- 180 meters Scaled)
 OJ0637
 OJ0637                          SUPERSEDED SURVEY CONTROL
 OJ0637
 OJ0637  NGVD 29 (??/??/??)  178.610  (m)          585.99   (f) ADJUSTED    1 2
 OJ0637
 OJ0637.Superseded values are not recommended for survey control.
 OJ0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0637.See file dsdata.txt to determine how the superseded data were derived.
 OJ0637
 OJ0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ694459(NAD 83)
 OJ0637_MARKER: I = METAL ROD
 OJ0637_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0637_SP_SET: STAINLESS STEEL ROD
 OJ0637_STAMPING: C 239 1980
 OJ0637_PROJECTION: FLUSH
 OJ0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0637_ROD/PIPE-DEPTH: 4.9  meters
 OJ0637
 OJ0637  HISTORY     - Date     Condition        Report By
 OJ0637  HISTORY     - 1980     MONUMENTED       NGS
 OJ0637  HISTORY     - 19991211 GOOD             USPSQD
 OJ0637
 OJ0637                          STATION DESCRIPTION
 OJ0637
 OJ0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0637'10.7 KM NORTH FROM FORESTVILLE.
 OJ0637'10.7 KILOMETERS (6.65 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0637'JUNCTION OF CEDAR STREET IN FORESTVILLE, 10.85 KILOMETERS (6.75
 OJ0637'HIGHWAY IN HARBOR BEACH, SET EAST OF THE HIGHWAY AT THE SOUTHWEST
 OJ0637'CORNER OF A GARAGE AT HOUSE NUMBER 3267, 38.25 METERS (125.5 FEET)
 OJ0637'EAST OF THE CENTER LINE OF THE HIGHWAY, 14.49 METERS (47.5 FEET)
 OJ0637'WEST-NORTHWEST OF A CONCRETE CAPPED WELL NEAR THE WATER, 0.67 METER
 OJ0637'(2.2 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE GARAGE.
 OJ0637'THE MARK IS 0.1 M BELOW GROUND.
 OJ0637
 OJ0637                          STATION RECOVERY (1999)
 OJ0637
 OJ0637'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0168 ***********************************************************************
 QL0168  DESIGNATION -  C 23=MAGNETIC STATION
 QL0168  PID         -  QL0168
 QL0168  STATE/COUNTY-  MI/DELTA
 QL0168  USGS QUAD   -  ESCANABA (1985)
 QL0168
 QL0168                         *CURRENT SURVEY CONTROL
 QL0168  ___________________________________________________________________
 QL0168* NAD 83(1986)-  45 44 39.     (N)    087 02 38.     (W)     SCALED    
 QL0168* NAVD 88     -       177.644  (meters)     582.82   (feet)  ADJUSTED  
 QL0168  ___________________________________________________________________
 QL0168  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 QL0168  DYNAMIC HT  -         177.644 (meters)     582.82  (feet)  COMP
 QL0168  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 QL0168
 QL0168  VERT ORDER  -  FIRST     CLASS II
 QL0168
 QL0168.The horizontal coordinates were scaled from a topographic map and have
 QL0168.an estimated accuracy of +/- 6 seconds.
 QL0168
 QL0168.The orthometric height was determined by differential leveling
 QL0168.and adjusted by the National Geodetic Survey in June 1991..
 QL0168.WARNING-Repeat measurements at this control monument indicate possible
 QL0168.vertical movement.
 QL0168
 QL0168.The geoid height was determined by GEOID03.
 QL0168
 QL0168.The dynamic height is computed by dividing the NAVD 88
 QL0168.geopotential number by the normal gravity value computed on the
 QL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0168.degrees latitude (g = 980.6199 gals.).
 QL0168
 QL0168.The modeled gravity was interpolated from observed gravity values.
 QL0168
 QL0168;                    North         East    Units  Estimated Accuracy
 QL0168;SPC MI N     -   106,790.    7,996,590.      MT  (+/- 180 meters Scaled)
 QL0168
 QL0168                          SUPERSEDED SURVEY CONTROL
 QL0168
 QL0168  NGVD 29 (??/??/92)  177.663  (m)          582.88   (f) ADJ UNCH    1 2
 QL0168
 QL0168.Superseded values are not recommended for survey control.
 QL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0168.See file dsdata.txt to determine how the superseded data were derived.
 QL0168
 QL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR965656(NAD 83)
 QL0168_MARKER: DM = MAGNETIC STATION DISK
 QL0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0168_STAMPING: ELEV 582.883 FT C 23
 QL0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0168+STABILITY: SURFACE MOTION
 QL0168
 QL0168  HISTORY     - Date     Condition        Report By
 QL0168  HISTORY     - UNK      MONUMENTED       CGS
 QL0168  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0168  HISTORY     - 19961028 MARK NOT FOUND   USPSQD
 QL0168
 QL0168                          STATION DESCRIPTION
 QL0168
 QL0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0168'AT ESCANABA.
 QL0168'AT ESCANABA, DELTA COUNTY, 161.2 FEET SOUTHEAST OF THE SOUTHEAST
 QL0168'CORNER OF THE SAND POINT LIGHTHOUSE, 235 FEET WEST OF THE
 QL0168'SOUTHWEST CORNER OF THE FOG BELL STATION, 83.2 FEET SOUTH OF THE
 QL0168'SOUTH EDGE OF THE CONCRETE WALK, AND 2-1/4 FEET UNDERGROUND.
 QL0168'A STANDARD MAGNETIC-STATION DISK, STAMPED ELEV. 582.883 FT. C 23
 QL0168'AND SET IN THE TOP OF A CONCRETE POST SURROUNDED BY A 20-INCH
 QL0168'TILE.
 QL0168
 QL0168                          STATION RECOVERY (1996)
 QL0168
 QL0168'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0491 ***********************************************************************
 RJ0491  DESIGNATION -  C 24
 RJ0491  PID         -  RJ0491
 RJ0491  STATE/COUNTY-  MI/LUCE
 RJ0491  USGS QUAD   -  AUGER LAKE (1973)
 RJ0491
 RJ0491                         *CURRENT SURVEY CONTROL
 RJ0491  ___________________________________________________________________
 RJ0491* NAD 83(1986)-  46 25 57.     (N)    085 30 23.     (W)     SCALED    
 RJ0491* NAVD 88     -       239.772  (meters)     786.65   (feet)  ADJUSTED  
 RJ0491  ___________________________________________________________________
 RJ0491  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 RJ0491  DYNAMIC HT  -         239.787 (meters)     786.70  (feet)  COMP
 RJ0491  MODELED GRAV-     980,669.3   (mgal)                       NAVD 88
 RJ0491
 RJ0491  VERT ORDER  -  SECOND    CLASS 0
 RJ0491
 RJ0491.The horizontal coordinates were scaled from a topographic map and have
 RJ0491.an estimated accuracy of +/- 6 seconds.
 RJ0491
 RJ0491.The orthometric height was determined by differential leveling
 RJ0491.and adjusted by the National Geodetic Survey in June 1991..
 RJ0491
 RJ0491.The geoid height was determined by GEOID03.
 RJ0491
 RJ0491.The dynamic height is computed by dividing the NAVD 88
 RJ0491.geopotential number by the normal gravity value computed on the
 RJ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0491.degrees latitude (g = 980.6199 gals.).
 RJ0491
 RJ0491.The modeled gravity was interpolated from observed gravity values.
 RJ0491
 RJ0491;                    North         East    Units  Estimated Accuracy
 RJ0491;SPC MI N     -   184,380.    8,114,780.      MT  (+/- 180 meters Scaled)
 RJ0491
 RJ0491                          SUPERSEDED SURVEY CONTROL
 RJ0491
 RJ0491  NGVD 29 (??/??/92)  239.733  (m)          786.52   (f) ADJ UNCH    2 0
 RJ0491
 RJ0491.Superseded values are not recommended for survey control.
 RJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0491.See file dsdata.txt to determine how the superseded data were derived.
 RJ0491
 RJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS147431(NAD 83)
 RJ0491_MARKER: DD = SURVEY DISK
 RJ0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0491_STAMPING: C 24 1950 ARMY MAP SERVICE
 RJ0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0491+STABILITY: SURFACE MOTION
 RJ0491
 RJ0491  HISTORY     - Date     Condition        Report By
 RJ0491  HISTORY     - 1950     MONUMENTED       DOD
 RJ0491  HISTORY     - 1964     GOOD             NGS
 RJ0491  HISTORY     - 20040920 GOOD             USPSQD
 RJ0491
 RJ0491                          STATION DESCRIPTION
 RJ0491
 RJ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0491'5.3 MI N FROM NEWBERRY.
 RJ0491'ABOUT 5.3 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0491'RAILROAD STATION AT NEWBERRY, IN S 35, T 47 N, R 10 W, ABOUT
 RJ0491'1.0 MILE NORTH OF FOUR MILE CORNER, 90 FEET NORTHWEST OF THE
 RJ0491'CENTER OF THE JUNCTION OF A NARROW SAND ROAD LEADING NORTH,
 RJ0491'ON THE OUTSIDE OF A LONG CURVE AND 29 FEET WEST OF THE CENTER
 RJ0491'LINE OF THE ROAD, 1 1/2 FEET EAST OF A FENCE LINE, 1.3 FEET
 RJ0491'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY,
 RJ0491'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RJ0491
 RJ0491                          STATION RECOVERY (2004)
 RJ0491
 RJ0491'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0061 ***********************************************************************
 NG0061  DESIGNATION -  C 24 RESET
 NG0061  PID         -  NG0061
 NG0061  STATE/COUNTY-  MI/BERRIEN
 NG0061  USGS QUAD   -  BENTON HARBOR (1980)
 NG0061
 NG0061                         *CURRENT SURVEY CONTROL
 NG0061  ___________________________________________________________________
 NG0061* NAD 83(1986)-  42 07 10.     (N)    086 27 14.     (W)     SCALED    
 NG0061* NAVD 88     -       179.22   (meters)     588.0    (feet)  RESET     
 NG0061  ___________________________________________________________________
 NG0061  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NG0061
 NG0061  VERT ORDER  -  THIRD
 NG0061
 NG0061.The horizontal coordinates were scaled from a topographic map and have
 NG0061.an estimated accuracy of +/- 6 seconds.
 NG0061
 NG0061.The orthometric height was computed from unverified reset data.
 NG0061
 NG0061.The geoid height was determined by GEOID03.
 NG0061
 NG0061;                    North         East    Units  Estimated Accuracy
 NG0061;SPC MI S     -    70,950.    3,827,410.      MT  (+/- 180 meters Scaled)
 NG0061
 NG0061                          SUPERSEDED SURVEY CONTROL
 NG0061
 NG0061  NGVD 29 (03/27/06)  179.37   (m)          588.5    (f) RESET       3  
 NG0061
 NG0061.Superseded values are not recommended for survey control.
 NG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0061.See file dsdata.txt to determine how the superseded data were derived.
 NG0061
 NG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM451631(NAD 83)
 NG0061_MARKER: DB = BENCH MARK DISK
 NG0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0061_SP_SET: SIGNAL BASE
 NG0061_STAMPING: C 24 RESET 1974
 NG0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0061
 NG0061  HISTORY     - Date     Condition        Report By
 NG0061  HISTORY     - 1974     MONUMENTED       NGS
 NG0061  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0061
 NG0061                          STATION DESCRIPTION
 NG0061
 NG0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NG0061'AT BENTON HARBOR.
 NG0061'A STANDARD DISK STAMPED C 24 RESET 1974, SET IN A DRILL HOLE
 NG0061'IN THE TOP AND NORTHWEST CORNER OF THE CONCRETE BASE OF A
 NG0061'RAILROAD CROSSING SIGNAL, 30 FEET NORTHEAST OF THE CENTERLINE
 NG0061'OF NORTH SHORE ST., 76 FEET SOUTHEAST OF THE INTERSECTION OF
 NG0061'NORTH SHORE AND GRAHAM STREETS, 13 FEET SOUTH OF THE SOUTH RAIL
 NG0061'OF THE NYC RAILROAD AND 52 FEET SOUTH OF THE SOUTH RAIL OF THE
 NG0061'C AND O RAILROAD.
 NG0061
 NG0061                          STATION RECOVERY (1985)
 NG0061
 NG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0061'THE SIGNAL HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0032 ***********************************************************************
 NE0032  DESIGNATION -  C 24 USLS
 NE0032  PID         -  NE0032
 NE0032  STATE/COUNTY-  MI/ST CLAIR
 NE0032  USGS QUAD   -  PORT HURON (1991)
 NE0032
 NE0032                         *CURRENT SURVEY CONTROL
 NE0032  ___________________________________________________________________
 NE0032* NAD 83(1986)-  42 53 13.     (N)    082 28 34.     (W)     SCALED    
 NE0032* NAVD 88     -       183.263  (meters)     601.26   (feet)  ADJUSTED  
 NE0032  ___________________________________________________________________
 NE0032  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0032  DYNAMIC HT  -         183.215 (meters)     601.10  (feet)  COMP
 NE0032  MODELED GRAV-     980,357.3   (mgal)                       NAVD 88
 NE0032
 NE0032  VERT ORDER  -  FIRST     CLASS 0
 NE0032
 NE0032.The horizontal coordinates were scaled from a topographic map and have
 NE0032.an estimated accuracy of +/- 6 seconds.
 NE0032
 NE0032.The orthometric height was determined by differential leveling
 NE0032.and adjusted by the National Geodetic Survey in June 1991..
 NE0032
 NE0032.The geoid height was determined by GEOID03.
 NE0032
 NE0032.The dynamic height is computed by dividing the NAVD 88
 NE0032.geopotential number by the normal gravity value computed on the
 NE0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0032.degrees latitude (g = 980.6199 gals.).
 NE0032
 NE0032.The modeled gravity was interpolated from observed gravity values.
 NE0032
 NE0032;                    North         East    Units  Estimated Accuracy
 NE0032;SPC MI S     -   155,790.    4,154,410.      MT  (+/- 180 meters Scaled)
 NE0032
 NE0032                          SUPERSEDED SURVEY CONTROL
 NE0032
 NE0032  NGVD 29 (??/??/92)  183.384  (m)          601.65   (f) ADJ UNCH    1 0
 NE0032
 NE0032.Superseded values are not recommended for survey control.
 NE0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0032.See file dsdata.txt to determine how the superseded data were derived.
 NE0032
 NE0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794493(NAD 83)
 NE0032_MARKER: DD = SURVEY DISK
 NE0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0032_SP_SET: CEMENT BLOCK WALL
 NE0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0032
 NE0032  HISTORY     - Date     Condition        Report By
 NE0032  HISTORY     - 1929     MONUMENTED       USLS
 NE0032  HISTORY     - 1970     GOOD             USLS
 NE0032  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0032  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0032  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0032  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0032
 NE0032                          STATION DESCRIPTION
 NE0032
 NE0032'DESCRIBED BY US LAKE SURVEY 1970
 NE0032'AT MARYSVILLE.
 NE0032'C 24 IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, ON THE RIVER
 NE0032'SIDE OF HIGHWAY M-29, ABOUT ABREAST OF THE MIDDLE OF STAG ISLAND
 NE0032'AND JUST NORTH OF STAG ISLAND MIDDLE LIGHT, ON HIGHWAY FACE
 NE0032'OF RESIDENCE AT 2401, 7.1 FEET FROM THE SOUTHWEST CORNER, 4-1/2
 NE0032'FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 NE0032'DISC SET INTO THE CEMENT BLOCK WALL.  NOTE-- PREV. DESIG. BM C 24
 NE0032'1929
 NE0032
 NE0032                          STATION RECOVERY (1980)
 NE0032
 NE0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0032'NOT RECOVERED, ALUMINUM SIDING HAS BEEN INSTALLED COVERING THE MARK.
 NE0032
 NE0032                          STATION RECOVERY (1983)
 NE0032
 NE0032'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0032'MARK NOT FOUND.
 NE0032
 NE0032                          STATION RECOVERY (1994)
 NE0032
 NE0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0032'MARK NOT FOUND.
 NE0032
 NE0032                          STATION RECOVERY (2005)
 NE0032
 NE0032'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0032'STATION RECOVERY DESCRIPTION FROM 1980 IS ACCURATE.  BELIEVE SIDING ON
 NE0032'HOUSE IS COVERING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0011 ***********************************************************************
 NG0011  DESIGNATION -  C 25
 NG0011  PID         -  NG0011
 NG0011  STATE/COUNTY-  MI/OTTAWA
 NG0011  USGS QUAD   -  HOLLAND EAST (1980)
 NG0011
 NG0011                         *CURRENT SURVEY CONTROL
 NG0011  ___________________________________________________________________
 NG0011* NAD 83(1986)-  42 47 17.     (N)    086 05 54.     (W)     SCALED    
 NG0011* NAVD 88     -       185.759  (meters)     609.44   (feet)  ADJUSTED  
 NG0011  ___________________________________________________________________
 NG0011  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0011  DYNAMIC HT  -         185.713 (meters)     609.29  (feet)  COMP
 NG0011  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 NG0011
 NG0011  VERT ORDER  -  FIRST     CLASS II
 NG0011
 NG0011.The horizontal coordinates were scaled from a topographic map and have
 NG0011.an estimated accuracy of +/- 6 seconds.
 NG0011
 NG0011.The orthometric height was determined by differential leveling
 NG0011.and adjusted by the National Geodetic Survey in June 1991..
 NG0011.WARNING-Repeat measurements at this control monument indicate possible
 NG0011.vertical movement.
 NG0011
 NG0011.The geoid height was determined by GEOID03.
 NG0011
 NG0011.The dynamic height is computed by dividing the NAVD 88
 NG0011.geopotential number by the normal gravity value computed on the
 NG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0011.degrees latitude (g = 980.6199 gals.).
 NG0011
 NG0011.The modeled gravity was interpolated from observed gravity values.
 NG0011
 NG0011;                    North         East    Units  Estimated Accuracy
 NG0011;SPC MI S     -   144,530.    3,858,340.      MT  (+/- 180 meters Scaled)
 NG0011
 NG0011                          SUPERSEDED SURVEY CONTROL
 NG0011
 NG0011  NGVD 29 (??/??/92)  185.918  (m)          609.97   (f) ADJ UNCH    1 2
 NG0011
 NG0011.Superseded values are not recommended for survey control.
 NG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0011.See file dsdata.txt to determine how the superseded data were derived.
 NG0011
 NG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN737376(NAD 83)
 NG0011_MARKER: DB = BENCH MARK DISK
 NG0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0011_STAMPING: 609.966 C 25 1930
 NG0011_MARK LOGO: CGS   
 NG0011_PROJECTION: PROJECTING 9 CENTIMETERS
 NG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0011+STABILITY: SURFACE MOTION
 NG0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0011+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 NG0011
 NG0011  HISTORY     - Date     Condition        Report By
 NG0011  HISTORY     - 1930     MONUMENTED       CGS
 NG0011  HISTORY     - 1944     GOOD             NGS
 NG0011  HISTORY     - 1983     POOR             USPSQD
 NG0011  HISTORY     - 1984     POOR             NGS
 NG0011  HISTORY     - 1987     GOOD             USPSQD
 NG0011  HISTORY     - 1988     GOOD             USPSQD
 NG0011  HISTORY     - 20040429 GOOD             INDIV
 NG0011
 NG0011                          STATION DESCRIPTION
 NG0011
 NG0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NG0011'IN HOLLAND.
 NG0011'AT HOLLAND, OTTAWA COUNTY, 1/4 MILE SOUTH ALONG THE PERE MARQUETTE
 NG0011'RWY. FROM THE STATION, 97.4 FEET NORTH OF THE CENTERLINE OF EAST
 NG0011'ELEVENTH STREET, AND 55.8 FEET EAST OF THE EAST RAIL OF THE MAIN
 NG0011'TRACK.  A STANDARD DISK, STAMPED 609.966 C 25 1930 AND SET IN THE
 NG0011'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NG0011
 NG0011                          STATION RECOVERY (1983)
 NG0011
 NG0011'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0011'ONE CORNER OF POST BROKEN OFF, DISK CRACKED AND STAMPING PARTIALY
 NG0011'OBLITERATED. LOOKS LIKE IT HAS BEEN RUN OVER BY HEAVY EQUIPMENT. MARK
 NG0011'IS LOCATED 1 OR 2 FEED OFF A GRAVEL SERVICE ROAD.
 NG0011
 NG0011                          STATION RECOVERY (1984)
 NG0011
 NG0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS, IN HOLLAND,
 NG0011'BETWEEN TENTH AND ELEVENTH STREET ON THE EAST SIDE OF THE CHESAPEAKE
 NG0011'AND OHIO RAILROAD, IS ABOUT 76.2 METERS (250.0 FT) WEST OF LINCOLN
 NG0011'AVENUE, 29.6 METERS (97.4 FT) NORTH OF THE CENTERLINE OF ELEVENTH
 NG0011'STREET, 17.6 METERS (57.8 FT) EAST OF THE EAST RAIL AND 5.27 METERS
 NG0011'(17.3 FT) NORTHWEST OF A TELEGRAPH POLE.  NOTE, STAMPING IS PARTIALLY
 NG0011'MUTILATED.
 NG0011'THE MARK IS 0.12 METERS  S FROM A WITNESS POST.
 NG0011'THE MARK IS ABOVE LEVEL WITH TRACKS.
 NG0011
 NG0011                          STATION RECOVERY (1987)
 NG0011
 NG0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0011'RECOVERED IN GOOD CONDITION.
 NG0011
 NG0011                          STATION RECOVERY (1988)
 NG0011
 NG0011'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0011'RECOVERED IN GOOD CONDITION.
 NG0011
 NG0011                          STATION RECOVERY (2004)
 NG0011
 NG0011'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0011'A TREE IS LOCATED TO THE SOUTH 4 FEET.
 NG0011'THE DISC HAS SCARS BUT THE STABILITY OF THE MONUMENT IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0488 ***********************************************************************
 RJ0488  DESIGNATION -  C 25 RESET 1964
 RJ0488  PID         -  RJ0488
 RJ0488  STATE/COUNTY-  MI/LUCE
 RJ0488  USGS QUAD   -  AUGER LAKE (1973)
 RJ0488
 RJ0488                         *CURRENT SURVEY CONTROL
 RJ0488  ___________________________________________________________________
 RJ0488* NAD 83(1986)-  46 23 34.     (N)    085 30 36.     (W)     SCALED    
 RJ0488* NAVD 88     -       226.765  (meters)     743.98   (feet)  ADJUSTED  
 RJ0488  ___________________________________________________________________
 RJ0488  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 RJ0488  DYNAMIC HT  -         226.779 (meters)     744.02  (feet)  COMP
 RJ0488  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0488
 RJ0488  VERT ORDER  -  SECOND    CLASS 0
 RJ0488
 RJ0488.The horizontal coordinates were scaled from a topographic map and have
 RJ0488.an estimated accuracy of +/- 6 seconds.
 RJ0488
 RJ0488.The orthometric height was determined by differential leveling
 RJ0488.and adjusted by the National Geodetic Survey in June 1991..
 RJ0488
 RJ0488.The geoid height was determined by GEOID03.
 RJ0488
 RJ0488.The dynamic height is computed by dividing the NAVD 88
 RJ0488.geopotential number by the normal gravity value computed on the
 RJ0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0488.degrees latitude (g = 980.6199 gals.).
 RJ0488
 RJ0488.The modeled gravity was interpolated from observed gravity values.
 RJ0488
 RJ0488;                    North         East    Units  Estimated Accuracy
 RJ0488;SPC MI N     -   179,960.    8,114,580.      MT  (+/- 180 meters Scaled)
 RJ0488
 RJ0488                          SUPERSEDED SURVEY CONTROL
 RJ0488
 RJ0488  NGVD 29 (??/??/92)  226.728  (m)          743.86   (f) ADJ UNCH    2 0
 RJ0488
 RJ0488.Superseded values are not recommended for survey control.
 RJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0488.See file dsdata.txt to determine how the superseded data were derived.
 RJ0488
 RJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS145387(NAD 83)
 RJ0488_MARKER: DB = BENCH MARK DISK
 RJ0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0488_STAMPING: C 25 1950 RESET 1964 ARMY MAP SERVICE
 RJ0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0488+STABILITY: SURFACE MOTION
 RJ0488
 RJ0488  HISTORY     - Date     Condition        Report By
 RJ0488  HISTORY     - 1964     MONUMENTED       DOD
 RJ0488  HISTORY     - 1964     GOOD             NGS
 RJ0488  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 RJ0488
 RJ0488                          STATION DESCRIPTION
 RJ0488
 RJ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0488'2.5 MI N FROM NEWBERRY.
 RJ0488'ABOUT 2.5 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0488'RAILROAD STATION AT NEWBERRY, IN S 12, T 46 N, R 10 W, ABOUT
 RJ0488'0.25 MILE SOUTH OF THE JUNCTION OF COUNTY ROAD 446 LEADING
 RJ0488'WEST, AT THE JUNCTION OF A GRAVELED DRIVE LEADING EAST TO AN
 RJ0488'ABANDONED HOMESITE, 70 FEET EAST OF THE CENTER LINE OF THE
 RJ0488'HIGHWAY, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28
 RJ0488'FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 14 1/2 FEET SOUTHEAST
 RJ0488'OF THE SOUTH END OF A 30-INCH PIPE CULVERT UNDER THE DRIVE, 2 1/2
 RJ0488'FEET NORTH OF A POWER POLE, AND IN LINE WITH A ROW OF POLES,
 RJ0488'1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW
 RJ0488'THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 RJ0488'POST PROJECTING 2 INCHES.
 RJ0488
 RJ0488                          STATION RECOVERY (2004)
 RJ0488
 RJ0488'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0488'LOCATION IS IN LINE WITH UNDERGROUND UTILITY LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0031 ***********************************************************************
 NE0031  DESIGNATION -  C 26 USLS
 NE0031  PID         -  NE0031
 NE0031  STATE/COUNTY-  MI/ST CLAIR
 NE0031  USGS QUAD   -  ST CLAIR (1991)
 NE0031
 NE0031                         *CURRENT SURVEY CONTROL
 NE0031  ___________________________________________________________________
 NE0031* NAD 83(1986)-  42 52 19.     (N)    082 28 33.     (W)     SCALED    
 NE0031* NAVD 88     -       183.807  (meters)     603.04   (feet)  ADJUSTED  
 NE0031  ___________________________________________________________________
 NE0031  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0031  DYNAMIC HT  -         183.759 (meters)     602.88  (feet)  COMP
 NE0031  MODELED GRAV-     980,355.6   (mgal)                       NAVD 88
 NE0031
 NE0031  VERT ORDER  -  FIRST     CLASS 0
 NE0031
 NE0031.The horizontal coordinates were scaled from a topographic map and have
 NE0031.an estimated accuracy of +/- 6 seconds.
 NE0031
 NE0031.The orthometric height was determined by differential leveling
 NE0031.and adjusted by the National Geodetic Survey in June 1991..
 NE0031.WARNING-Repeat measurements at this control monument indicate possible
 NE0031.vertical movement.
 NE0031
 NE0031.The geoid height was determined by GEOID03.
 NE0031
 NE0031.The dynamic height is computed by dividing the NAVD 88
 NE0031.geopotential number by the normal gravity value computed on the
 NE0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0031.degrees latitude (g = 980.6199 gals.).
 NE0031
 NE0031.The modeled gravity was interpolated from observed gravity values.
 NE0031
 NE0031;                    North         East    Units  Estimated Accuracy
 NE0031;SPC MI S     -   154,130.    4,154,470.      MT  (+/- 180 meters Scaled)
 NE0031
 NE0031                          SUPERSEDED SURVEY CONTROL
 NE0031
 NE0031  NGVD 29 (??/??/??)  183.929  (m)          603.44   (f) ADJUSTED    1 0
 NE0031
 NE0031.Superseded values are not recommended for survey control.
 NE0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0031.See file dsdata.txt to determine how the superseded data were derived.
 NE0031
 NE0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794476(NAD 83)
 NE0031_MARKER: DD = SURVEY DISK
 NE0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0031_PROJECTION: PROJECTING 45 CENTIMETERS
 NE0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0031+STABILITY: SURFACE MOTION
 NE0031
 NE0031  HISTORY     - Date     Condition        Report By
 NE0031  HISTORY     - 1929     MONUMENTED       USLS
 NE0031  HISTORY     - 1970     GOOD             USLS
 NE0031  HISTORY     - 1980     GOOD             NGS
 NE0031  HISTORY     - 19990605 GOOD             USPSQD
 NE0031  HISTORY     - 20050410 GOOD             USPSQD
 NE0031
 NE0031                          STATION DESCRIPTION
 NE0031
 NE0031'DESCRIBED BY US LAKE SURVEY 1970
 NE0031'IN MARYSVILLE.
 NE0031'C 26 IS IN ST. CLAIR COUNTY, MICHIGAN, AT THE SOUTHERLY LIMITS
 NE0031'OF MARYSVILLE, AT Y-INTERSECTION OF RIVER ROAD AND BUSHA ROAD
 NE0031'(HIGHWAY M-29), AT NO. 1155 RIVER ROAD, ABOUT 100 FEET SOUTH
 NE0031'OF A CULVERT, 17.5 FEET EAST OF EAST EDGE OF ROAD PAVEMENT,
 NE0031'1 FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS
 NE0031'AT CENTER OF BRONZE DISC SET INTO TOP OF A CONCRETE MONUMENT.
 NE0031'NOTE-- PREV. DESIG. BM C 26 1929
 NE0031
 NE0031                          STATION RECOVERY (1980)
 NE0031
 NE0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0031'6.1 KILOMETERS (3.8 MILES) NORTH-NORTHEAST ALONG STATE HIGHWAY 29
 NE0031'FROM THE OPERATION HOUSE OF HIGHWAY 29 DRAW BRIDGE OVER THE PINE
 NE0031'RIVER IN ST CLAIR, TO THE MARK ON THE EAST SIDE OF THE HIGHWAY
 NE0031'SET BETWEEN THE PAVED DRIVE FOR HOUSE 1161 AND 1155 HIGHWAY 29,
 NE0031'50.2 METERS (165.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 NE0031'8.0 METERS (26.2 FEET) SOUTH OF THE CENTER OF THE DRIVE FOR HOUSE
 NE0031'1155, 7.1 METERS (23.3 FEET) NORTH OF THE CENTER OF THE DRIVE FOR
 NE0031'FOR HOUSE 1161.
 NE0031'THE MARK IS 0.6 M ABOVE GROUND.
 NE0031
 NE0031                          STATION RECOVERY (1999)
 NE0031
 NE0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0031'RECOVERED IN GOOD CONDITION.
 NE0031
 NE0031                          STATION RECOVERY (2005)
 NE0031
 NE0031'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1318 ***********************************************************************
 RJ1318  DESIGNATION -  C 27 BRP+149
 RJ1318  PID         -  RJ1318
 RJ1318  STATE/COUNTY-  MI/CHIPPEWA
 RJ1318  USGS QUAD   -  SHALLOWS (1975)
 RJ1318
 RJ1318                         *CURRENT SURVEY CONTROL
 RJ1318  ___________________________________________________________________
 RJ1318* NAD 83(1994)-  46 27 08.56004(N)    084 28 47.74697(W)     ADJUSTED  
 RJ1318* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 RJ1318  ___________________________________________________________________
 RJ1318  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 RJ1318  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1318
 RJ1318  HORZ ORDER  -  SECOND
 RJ1318
 RJ1318.The horizontal coordinates were established by classical geodetic methods
 RJ1318.and adjusted by the National Geodetic Survey in February 1997..
 RJ1318
 RJ1318.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1318
 RJ1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1318
 RJ1318.The geoid height was determined by GEOID03.
 RJ1318
 RJ1318;                    North         East     Units Scale Factor Converg.
 RJ1318;SPC MI N     -   188,582.020 8,193,565.357   MT  0.99990708   +1 49 17.3
 RJ1318;SPC MI N     -   618,707.41 26,881,776.11   iFT  0.99990708   +1 49 17.3
 RJ1318;UTM  16      - 5,147,397.631   693,535.424   MT  1.00006043   +1 49 37.6
 RJ1318
 RJ1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1318!SPC MI N     -   0.99997685  x   0.99990708  =   0.99988394
 RJ1318!UTM  16      -   0.99997685  x   1.00006043  =   1.00003728
 RJ1318
 RJ1318                          SUPERSEDED SURVEY CONTROL
 RJ1318
 RJ1318  NAD 83(1986)-  46 27 08.55198(N)    084 28 47.74430(W) AD(       ) 2
 RJ1318  NGVD 29 (05/22/90)  184.1    (m)          604.     (f) VERT ANG       
 RJ1318
 RJ1318.Superseded values are not recommended for survey control.
 RJ1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1318.See file dsdata.txt to determine how the superseded data were derived.
 RJ1318
 RJ1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9353547398(NAD 83)
 RJ1318_MARKER: DS = TRIANGULATION STATION DISK
 RJ1318_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1318+WITH SETTING: INFORMATION.
 RJ1318_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1318
 RJ1318  HISTORY     - Date     Condition        Report By
 RJ1318  HISTORY     - 1988     MONUMENTED       USE
 RJ1318
 RJ1318                          STATION DESCRIPTION
 RJ1318
 RJ1318'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1318'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) SOUTHWEST OF SAULT
 RJ1318'STE MARIE. 9.0 KM (5.6 MI) NORTHEAST OF BRIMLEY NEAR U.S. AND
 RJ1318'CANADIAN BORDERS IN ST MARYS RIVER CHANNEL OUT FROM IZAAK WALTON
 RJ1318'BAY ON THE MOST WESTERLY ISLAND OF A GROUP OF THREE ISLANDS.
 RJ1318'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 RJ1318'
 RJ1318'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1318'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET, TURN
 RJ1318'LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO
 RJ1318'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND
 RJ1318'GO WEST FOR 1.0 (0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH.
 RJ1318'TRAVEL BY BOAT UPRIVER FOR 0.75 HOURS TO IZAAK WALTON BAY TO THE
 RJ1318'WESTERLY ISLAND OF A GROUP OF THREE AND THE STATION.
 RJ1318'
 RJ1318'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---BRP+149
 RJ1318'1988---, SET INTO A PVC SLEEVE AND ATTACHED TO AN ALUMINUM ROD
 RJ1318'DRIVEN INTO THE GROUND, LOCATED 15.2 METERS (50 FT) FROM EDGE OF
 RJ1318'WATER AND 61.0 METERS (200 FT) EAST OF THE NORTHWEST TIP OF THE BAY.
 RJ1318'
 RJ1318'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0321 ***********************************************************************
 PL0321  DESIGNATION -  C 28
 PL0321  PID         -  PL0321
 PL0321  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0321  USGS QUAD   -  BOON (1987)
 PL0321
 PL0321                         *CURRENT SURVEY CONTROL
 PL0321  ___________________________________________________________________
 PL0321* NAD 83(1986)-  44 33 09.     (N)    085 30 55.     (W)     SCALED    
 PL0321* NAVD 88     -       326.082  (meters)    1069.82   (feet)  ADJUSTED  
 PL0321  ___________________________________________________________________
 PL0321  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 PL0321  DYNAMIC HT  -         326.045 (meters)    1069.70  (feet)  COMP
 PL0321  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 PL0321
 PL0321  VERT ORDER  -  FIRST     CLASS II
 PL0321
 PL0321.The horizontal coordinates were scaled from a topographic map and have
 PL0321.an estimated accuracy of +/- 6 seconds.
 PL0321
 PL0321.The orthometric height was determined by differential leveling
 PL0321.and adjusted by the National Geodetic Survey in June 1991..
 PL0321
 PL0321.The geoid height was determined by GEOID03.
 PL0321
 PL0321.The dynamic height is computed by dividing the NAVD 88
 PL0321.geopotential number by the normal gravity value computed on the
 PL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0321.degrees latitude (g = 980.6199 gals.).
 PL0321
 PL0321.The modeled gravity was interpolated from observed gravity values.
 PL0321
 PL0321;                    North         East    Units  Estimated Accuracy
 PL0321;SPC MI C     -   137,970.    5,908,740.      MT  (+/- 180 meters Scaled)
 PL0321
 PL0321                          SUPERSEDED SURVEY CONTROL
 PL0321
 PL0321  NGVD 29 (??/??/92)  326.160  (m)         1070.08   (f) ADJ UNCH    1 2
 PL0321
 PL0321.Superseded values are not recommended for survey control.
 PL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0321.See file dsdata.txt to determine how the superseded data were derived.
 PL0321
 PL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ179343(NAD 83)
 PL0321_MARKER: DB = BENCH MARK DISK
 PL0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0321_STAMPING: 1070.077 C 28 1930
 PL0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0321+STABILITY: SURFACE MOTION
 PL0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0321+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2004
 PL0321
 PL0321  HISTORY     - Date     Condition        Report By
 PL0321  HISTORY     - 1930     MONUMENTED       CGS
 PL0321  HISTORY     - 1934     GOOD             NGS
 PL0321  HISTORY     - 19991111 GOOD             USPSQD
 PL0321  HISTORY     - 20040910 GOOD             DRIES
 PL0321  HISTORY     - 20060410 GOOD             GEOCAC
 PL0321
 PL0321                          STATION DESCRIPTION
 PL0321
 PL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0321'IN SUMMIT CITY.
 PL0321'AT SUMMIT CITY, 16 RAILS NORTHWEST OF THE PENNSYLVANIA RAILROAD
 PL0321'STATION, 10 RAILS SOUTHEAST OF A NORTH-AND-SOUTH GRAVEL-ROAD
 PL0321'CROSSING, AND 37 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
 PL0321'A STANDARD DISK, STAMPED 1070.077 C 28 1930 AND SET IN THE TOP
 PL0321'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 PL0321
 PL0321                          STATION RECOVERY (1999)
 PL0321
 PL0321'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0321'RECOVERED IN GOOD CONDITION.
 PL0321
 PL0321                          STATION RECOVERY (2004)
 PL0321
 PL0321'RECOVERY NOTE BY DRIESENGA + ASSOCIATES INC 2004 (STP)
 PL0321'RECOVERED IN GOOD CONDITION.
 PL0321
 PL0321                          STATION RECOVERY (2006)
 PL0321
 PL0321'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0321'(ADD) 0.3 METERS (1.0 FEET) WEST OF A CARSONITE WITNESS POST.
 PL0321'HH2 GPS  44 33 09.0 (N)  085 30 55.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0082 ***********************************************************************
 PK0082  DESIGNATION -  C 29
 PK0082  PID         -  PK0082
 PK0082  STATE/COUNTY-  MI/ARENAC
 PK0082  USGS QUAD   -  OMER SW (1976)
 PK0082
 PK0082                         *CURRENT SURVEY CONTROL
 PK0082  ___________________________________________________________________
 PK0082* NAD 83(1986)-  44 00 35.     (N)    083 59 36.     (W)     SCALED    
 PK0082* NAVD 88     -       199.83   (+/-2cm)     655.6    (feet)  VERTCON   
 PK0082  ___________________________________________________________________
 PK0082  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PK0082
 PK0082  VERT ORDER  -  ? (See Below)
 PK0082
 PK0082.The horizontal coordinates were scaled from a topographic map and have
 PK0082.an estimated accuracy of +/- 6 seconds.
 PK0082
 PK0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0082.The vertical order pertains to the NGVD 29 superseded value.
 PK0082
 PK0082.The geoid height was determined by GEOID03.
 PK0082
 PK0082;                    North         East    Units  Estimated Accuracy
 PK0082;SPC MI C     -    77,080.    6,029,940.      MT  (+/- 180 meters Scaled)
 PK0082
 PK0082                          SUPERSEDED SURVEY CONTROL
 PK0082
 PK0082  NGVD 29 (??/??/92)  200.007  (m)          656.19   (f) ADJ UNCH    ?  
 PK0082
 PK0082.Superseded values are not recommended for survey control.
 PK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0082.See file dsdata.txt to determine how the superseded data were derived.
 PK0082
 PK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ600773(NAD 83)
 PK0082_MARKER: DB = BENCH MARK DISK
 PK0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PK0082_SP_SET: CULVERT
 PK0082_STAMPING: 656.190 C 29 1930
 PK0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0082+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 PK0082
 PK0082  HISTORY     - Date     Condition        Report By
 PK0082  HISTORY     - 1930     MONUMENTED       CGS
 PK0082  HISTORY     - 1934     GOOD             NGS
 PK0082  HISTORY     - 20011011 GOOD             USPSQD
 PK0082
 PK0082                          STATION DESCRIPTION
 PK0082
 PK0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PK0082'2.3 MI SE FROM STERLING.
 PK0082'2.3 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PK0082'THE STATION AT STERLING, ARENAC COUNTY, 43 RAILS NORTHWEST OF
 PK0082'MILEPOST BC 30, AT A CULVERT OVER NORTH BRANCH PINE RIVER, IN
 PK0082'THE NORTHWEST END OF THE SOUTHWEST HEADWALL, AND 9.4 FEET
 PK0082'SOUTHWEST OF THE SOUTHWEST RAIL.  A STANDARD DISK, STAMPED 656.190
 PK0082'C 29 1930.
 PK0082
 PK0082                          STATION RECOVERY (2001)
 PK0082
 PK0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0069 ***********************************************************************
 PL0069  DESIGNATION -  C 290
 PL0069  PID         -  PL0069
 PL0069  STATE/COUNTY-  MI/OGEMAW
 PL0069  USGS QUAD   -  SELKIRK (1965)
 PL0069
 PL0069                         *CURRENT SURVEY CONTROL
 PL0069  ___________________________________________________________________
 PL0069* NAD 83(1986)-  44 21 48.     (N)    084 07 20.     (W)     SCALED    
 PL0069* NAVD 88     -       288.180  (meters)     945.47   (feet)  ADJUSTED  
 PL0069  ___________________________________________________________________
 PL0069  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PL0069  DYNAMIC HT  -         288.136 (meters)     945.33  (feet)  COMP
 PL0069  MODELED GRAV-     980,456.5   (mgal)                       NAVD 88
 PL0069
 PL0069  VERT ORDER  -  SECOND    CLASS 0
 PL0069
 PL0069.The horizontal coordinates were scaled from a topographic map and have
 PL0069.an estimated accuracy of +/- 6 seconds.
 PL0069
 PL0069.The orthometric height was determined by differential leveling
 PL0069.and adjusted by the National Geodetic Survey in June 1991..
 PL0069
 PL0069.The geoid height was determined by GEOID03.
 PL0069
 PL0069.The dynamic height is computed by dividing the NAVD 88
 PL0069.geopotential number by the normal gravity value computed on the
 PL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0069.degrees latitude (g = 980.6199 gals.).
 PL0069
 PL0069.The modeled gravity was interpolated from observed gravity values.
 PL0069
 PL0069;                    North         East    Units  Estimated Accuracy
 PL0069;SPC MI C     -   116,340.    6,019,490.      MT  (+/- 180 meters Scaled)
 PL0069
 PL0069                          SUPERSEDED SURVEY CONTROL
 PL0069
 PL0069  NGVD 29 (??/??/92)  288.31   (m)          945.9    (f) COMPUTED    2 0
 PL0069
 PL0069.Superseded values are not recommended for survey control.
 PL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0069.See file dsdata.txt to determine how the superseded data were derived.
 PL0069
 PL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ293162(NAD 83)
 PL0069_MARKER: DB = BENCH MARK DISK
 PL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0069_STAMPING: C 290 1938
 PL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0069+STABILITY: SURFACE MOTION
 PL0069
 PL0069  HISTORY     - Date     Condition        Report By
 PL0069  HISTORY     - 1938     MONUMENTED       CGS
 PL0069
 PL0069                          STATION DESCRIPTION
 PL0069
 PL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 PL0069'4 MI S FROM ROSE CITY.
 PL0069'ABOUT 4.0 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE
 PL0069'AT ROSE CITY, OGEMAW COUNTY, ABOUT 125 FEET SOUTHWEST OF THE
 PL0069'CENTER OF THE INTERSECTION OF A GRAVEL ROAD LEADING WEST, 21
 PL0069'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 101 FEET SOUTH
 PL0069'OF THE CENTER LINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE
 PL0069'HIGHWAY.  A STANDARD DISK, STAMPED C 290 1938 AND SET IN THE
 PL0069'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0611 ***********************************************************************
 RM0611  DESIGNATION -  C 292
 RM0611  PID         -  RM0611
 RM0611  STATE/COUNTY-  MI/GOGEBIC
 RM0611  USGS QUAD   -  IRONWOOD (1981)
 RM0611
 RM0611                         *CURRENT SURVEY CONTROL
 RM0611  ___________________________________________________________________
 RM0611* NAD 83(1986)-  46 28 43.     (N)    090 09 19.     (W)     SCALED    
 RM0611* NAVD 88     -       457.209  (meters)    1500.03   (feet)  ADJUSTED  
 RM0611  ___________________________________________________________________
 RM0611  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0611  DYNAMIC HT  -         457.233 (meters)    1500.11  (feet)  COMP
 RM0611  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RM0611
 RM0611  VERT ORDER  -  FIRST     CLASS II
 RM0611
 RM0611.The horizontal coordinates were scaled from a topographic map and have
 RM0611.an estimated accuracy of +/- 6 seconds.
 RM0611
 RM0611.The orthometric height was determined by differential leveling
 RM0611.and adjusted by the National Geodetic Survey in June 1991..
 RM0611
 RM0611.The geoid height was determined by GEOID03.
 RM0611
 RM0611.The dynamic height is computed by dividing the NAVD 88
 RM0611.geopotential number by the normal gravity value computed on the
 RM0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0611.degrees latitude (g = 980.6199 gals.).
 RM0611
 RM0611.The modeled gravity was interpolated from observed gravity values.
 RM0611
 RM0611;                    North         East    Units  Estimated Accuracy
 RM0611;SPC MI N     -   193,240.    7,757,780.      MT  (+/- 180 meters Scaled)
 RM0611
 RM0611                          SUPERSEDED SURVEY CONTROL
 RM0611
 RM0611.No superseded survey control is available for this station.
 RM0611
 RM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM183511(NAD 83)
 RM0611_MARKER: DB = BENCH MARK DISK
 RM0611_SETTING: 66 = SET IN ROCK OUTCROP
 RM0611_SP_SET: ROCK OUTCROP
 RM0611_STAMPING: C 292 1982
 RM0611_MARK LOGO: NGS   
 RM0611_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RM0611+STABILITY: POSITION/ELEVATION WELL
 RM0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0611+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0611
 RM0611  HISTORY     - Date     Condition        Report By
 RM0611  HISTORY     - 1982     MONUMENTED       NGS
 RM0611  HISTORY     - 20030822 GOOD             USPSQD
 RM0611  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0611
 RM0611                          STATION DESCRIPTION
 RM0611
 RM0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 RM0611'1.6 KM (1.0 MI) NORTH FROM IRONWOOD.
 RM0611'1.6 KM (1.0 MI) NORTH ALONG LAKE STREET AND COUNTY ROAD 505 FROM THE
 RM0611'JUNCTION OF U.S. HIGHWAY 2 IN IRONWOOD, TO THE JUNCTION OF WELCH CREEK
 RM0611'LANE SOUTH AND JEAN STREET LEADING EAST-NORTHEAST UP A GRAVEL ROAD TO
 RM0611'THE JUNCTION OF JEAN STREET AND CAROL STREET RUNNING NORTH, SET IN TOP
 RM0611'OF A LARGE ROCK OUTCROP ON THE PROPERTY OF ARCHIE JOHNSON (10504 CAROL
 RM0611'STREET), 112.5 METERS (370.0 FT) NORTH EAST ALONG JEAN STREET AND
 RM0611'CAROL STREET TO THE LARGE ROCK OUTCROP, 46.0 METERS (151.0 FT)
 RM0611'NORTHWEST OF THE NORTHEAST CORNER OF THE JOHNSON HOME, 69.6 METERS
 RM0611'(147.5 FT) NORTH OF THE NORTHWEST CORNER OF THE HOME, 22.6 METERS
 RM0611'(74.0 FT) EAST OF THE CENTER OF CAROL STREET, AND 18.3 METERS
 RM0611'(60.0 FT) NORTH OF THE CENTER OF THE NORTH DRIVEWAY LEADING TO THE
 RM0611'HOUSE.
 RM0611'THE MARK IS 0.9 METERS  W FROM A WITNESS POST.
 RM0611
 RM0611                          STATION RECOVERY (2003)
 RM0611
 RM0611'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0611'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 2 FEET NORTH OF A
 RM0611'WHITE METAL WITNESS POST.  NOTE-- TREES IN ALL QUADRANTS WILL OBSTRUCT
 RM0611'SATELLITE OBSERVATIONS.
 RM0611
 RM0611                          STATION RECOVERY (2004)
 RM0611
 RM0611'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0613 ***********************************************************************
 RJ0613  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0613  DESIGNATION -  C 293
 RJ0613  PID         -  RJ0613
 RJ0613  STATE/COUNTY-  MI/CHIPPEWA
 RJ0613  USGS QUAD   -  BARBEAU (1975)
 RJ0613
 RJ0613                         *CURRENT SURVEY CONTROL
 RJ0613  ___________________________________________________________________
 RJ0613* NAD 83(1986)-  46 30 02.     (N)    084 20 35.     (W)     SCALED    
 RJ0613* NAVD 88     -       184.290  (meters)     604.62   (feet)  ADJUSTED  
 RJ0613  ___________________________________________________________________
 RJ0613  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0613  DYNAMIC HT  -         184.301 (meters)     604.66  (feet)  COMP
 RJ0613  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 RJ0613
 RJ0613  VERT ORDER  -  FIRST     CLASS 0
 RJ0613
 RJ0613.The horizontal coordinates were scaled from a topographic map and have
 RJ0613.an estimated accuracy of +/- 6 seconds.
 RJ0613
 RJ0613.The orthometric height was determined by differential leveling
 RJ0613.and adjusted by the National Geodetic Survey in June 1991..
 RJ0613
 RJ0613.This Tidal Bench Mark is designated as VM 13171
 RJ0613.by the Center for Operational Oceanographic Products and Services.
 RJ0613
 RJ0613.The geoid height was determined by GEOID03.
 RJ0613
 RJ0613.The dynamic height is computed by dividing the NAVD 88
 RJ0613.geopotential number by the normal gravity value computed on the
 RJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0613.degrees latitude (g = 980.6199 gals.).
 RJ0613
 RJ0613.The modeled gravity was interpolated from observed gravity values.
 RJ0613
 RJ0613;                    North         East    Units  Estimated Accuracy
 RJ0613;SPC MI N     -   194,280.    8,203,900.      MT  (+/- 180 meters Scaled)
 RJ0613
 RJ0613                          SUPERSEDED SURVEY CONTROL
 RJ0613
 RJ0613.No superseded survey control is available for this station.
 RJ0613
 RJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS038530(NAD 83)
 RJ0613_MARKER: I = METAL ROD
 RJ0613_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0613_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0613_STAMPING: C 293 1983
 RJ0613_MARK LOGO: NGS   
 RJ0613_PROJECTION: RECESSED 2 CENTIMETERS
 RJ0613_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0613+STABILITY: POSITION/ELEVATION WELL
 RJ0613_ROD/PIPE-DEPTH: 21.9 meters
 RJ0613_SLEEVE-DEPTH  : 5.48 meters
 RJ0613
 RJ0613  HISTORY     - Date     Condition        Report By
 RJ0613  HISTORY     - 1983     MONUMENTED       NGS
 RJ0613  HISTORY     - 19941005 GOOD             NOS
 RJ0613  HISTORY     - 19950603 GOOD             USPSQD
 RJ0613  HISTORY     - 19950911 GOOD             NOS
 RJ0613  HISTORY     - 19960903 GOOD             NOS
 RJ0613  HISTORY     - 19970806 GOOD             NOS
 RJ0613  HISTORY     - 20040824 MARK NOT FOUND   USPSQD
 RJ0613
 RJ0613                          STATION DESCRIPTION
 RJ0613
 RJ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0613'IN SAULT STE MARIE.
 RJ0613'IN SAULT STE. MARIE, SET IN THE LAWN ON THE NORTH SIDE OF THE FIFTIETH
 RJ0613'ANNIVERSARY OF THE OPENING OF THE SAINT MARYS FALLS CANAL MONUMENT
 RJ0613'LOCATED IN THE BRADY PARK AT THE JUNCTION OF WATER STREET AND BINGHAM
 RJ0613'AVENUE, NOTE, MONUMENT IS SHAPED SIMILAR TO THE WASHINGTON MONUMENT,
 RJ0613'27.0 METERS (88.4 FT) NORTH-NORTHEAST OF THE NORTH CURB OF WATER
 RJ0613'STREET, 29.57 METERS (97.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST CORNER
 RJ0613'OF THE CONCRETE FOUNDATION OF THE GENERAL LEWIS CASS ROCK MONUMENT,
 RJ0613'4.7 METERS (15.4 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 RJ0613'SAINT MARYS FALL MONUMENT, 4.6 METERS (14.9 FT) NORTHEAST OF THE
 RJ0613'NORTHWEST CORNER OF MONUMENT.
 RJ0613'THE MARK IS 0.91 M ABOVE WATER STREET.
 RJ0613
 RJ0613                          STATION RECOVERY (1994)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (1995)
 RJ0613
 RJ0613'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0613'RECOVERED IN GOOD CONDITION.
 RJ0613
 RJ0613                          STATION RECOVERY (1995)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (1996)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (1997)
 RJ0613
 RJ0613'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0613'RECOVERED AS DESCRIBED.
 RJ0613
 RJ0613                          STATION RECOVERY (2004)
 RJ0613
 RJ0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0613'UNABLE TO ACCESS THIS MARK AS THIS PART OF FORT BRADY PARK IS NOW
 RJ0613'FENCED IN FOR SECURITY REASONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0089 ***********************************************************************
 QJ0089  DESIGNATION -  C 294
 QJ0089  PID         -  QJ0089
 QJ0089  STATE/COUNTY-  MI/CHIPPEWA
 QJ0089  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0089
 QJ0089                         *CURRENT SURVEY CONTROL
 QJ0089  ___________________________________________________________________
 QJ0089* NAD 83(1986)-  45 59 59.     (N)    083 54 36.     (W)     SCALED    
 QJ0089* NAVD 88     -       210.710  (meters)     691.30   (feet)  ADJUSTED  
 QJ0089  ___________________________________________________________________
 QJ0089  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 QJ0089  DYNAMIC HT  -         210.714 (meters)     691.32  (feet)  COMP
 QJ0089  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 QJ0089
 QJ0089  VERT ORDER  -  FIRST     CLASS 0
 QJ0089
 QJ0089.The horizontal coordinates were scaled from a topographic map and have
 QJ0089.an estimated accuracy of +/- 6 seconds.
 QJ0089
 QJ0089.The orthometric height was determined by differential leveling
 QJ0089.and adjusted by the National Geodetic Survey in June 1991..
 QJ0089
 QJ0089.The geoid height was determined by GEOID03.
 QJ0089
 QJ0089.The dynamic height is computed by dividing the NAVD 88
 QJ0089.geopotential number by the normal gravity value computed on the
 QJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0089.degrees latitude (g = 980.6199 gals.).
 QJ0089
 QJ0089.The modeled gravity was interpolated from observed gravity values.
 QJ0089
 QJ0089;                    North         East    Units  Estimated Accuracy
 QJ0089;SPC MI N     -   139,860.    8,239,280.      MT  (+/- 180 meters Scaled)
 QJ0089
 QJ0089                          SUPERSEDED SURVEY CONTROL
 QJ0089
 QJ0089.No superseded survey control is available for this station.
 QJ0089
 QJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL746981(NAD 83)
 QJ0089_MARKER: DB = BENCH MARK DISK
 QJ0089_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0089_SP_SET: ROCK OUTCROP
 QJ0089_STAMPING: C 294 1983
 QJ0089_MARK LOGO: NGS   
 QJ0089_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0089+STABILITY: POSITION/ELEVATION WELL
 QJ0089
 QJ0089  HISTORY     - Date     Condition        Report By
 QJ0089  HISTORY     - 1983     MONUMENTED       NGS
 QJ0089  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QJ0089
 QJ0089                          STATION DESCRIPTION
 QJ0089
 QJ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0089'1.8 KM (1.1 MI) NNW FROM DE TOUR VILLAGE.
 QJ0089'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 QJ0089'THE JUNCTION OF DAWSON STREET IN DE TOUR VILLAGE, THENCE 0.6 KM
 QJ0089'(0.4 MI) WEST ALONG DEMOCRAT ROAD, ON THE NORTH SIDE OF THE ROAD, SET
 QJ0089'IN TOP OF A 0.9 METER (3.0 FT) BY 0.9 METER (3.0 FT) FLAT ROCK OUTCROP
 QJ0089'PROJECTING ABOUT 0.15 METERS (0.5 FT) ABOVE THE GROUND, 12.04 METERS
 QJ0089'(39.5 FT) NORTH OF THE CENTER OF DEMOCRAT ROAD, 40.23 METERS
 QJ0089'(132.0 FT) EAST-NORTHEAST OF A POWERLINE POLE, 20.66 METERS (66.5 FT)
 QJ0089'WEST-NORTHWEST OF A POWERLINE POLE, AND 4.41 METERS (14.5 FT) NORTH OF
 QJ0089'A POINT DIRECTLY ON LINE WITH THE POWERLINE POLES.
 QJ0089'THE MARK IS 0.82 METERS  E FROM A WITNESS POST.
 QJ0089'THE MARK IS 0.6 M BELOW DEMOCRAT ROAD.
 QJ0089
 QJ0089                          STATION RECOVERY (1994)
 QJ0089
 QJ0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0589 ***********************************************************************
 RJ0589  DESIGNATION -  C 295
 RJ0589  PID         -  RJ0589
 RJ0589  STATE/COUNTY-  MI/CHIPPEWA
 RJ0589  USGS QUAD   -  BRIMLEY (1975)
 RJ0589
 RJ0589                         *CURRENT SURVEY CONTROL
 RJ0589  ___________________________________________________________________
 RJ0589* NAD 83(1986)-  46 27 17.     (N)    084 36 33.     (W)     SCALED    
 RJ0589* NAVD 88     -       190.007  (meters)     623.38   (feet)  ADJUSTED  
 RJ0589  ___________________________________________________________________
 RJ0589  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 RJ0589  DYNAMIC HT  -         190.015 (meters)     623.41  (feet)  COMP
 RJ0589  MODELED GRAV-     980,657.7   (mgal)                       NAVD 88
 RJ0589
 RJ0589  VERT ORDER  -  FIRST     CLASS 0
 RJ0589
 RJ0589.The horizontal coordinates were scaled from a topographic map and have
 RJ0589.an estimated accuracy of +/- 6 seconds.
 RJ0589
 RJ0589.The orthometric height was determined by differential leveling
 RJ0589.and adjusted by the National Geodetic Survey in June 1991..
 RJ0589
 RJ0589.The geoid height was determined by GEOID03.
 RJ0589
 RJ0589.The dynamic height is computed by dividing the NAVD 88
 RJ0589.geopotential number by the normal gravity value computed on the
 RJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0589.degrees latitude (g = 980.6199 gals.).
 RJ0589
 RJ0589.The modeled gravity was interpolated from observed gravity values.
 RJ0589
 RJ0589;                    North         East    Units  Estimated Accuracy
 RJ0589;SPC MI N     -   188,540.    8,183,630.      MT  (+/- 180 meters Scaled)
 RJ0589
 RJ0589                          SUPERSEDED SURVEY CONTROL
 RJ0589
 RJ0589.No superseded survey control is available for this station.
 RJ0589
 RJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS836473(NAD 83)
 RJ0589_MARKER: I = METAL ROD
 RJ0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0589_SP_SET: STAINLESS STEEL ROD
 RJ0589_STAMPING: C 295 1983
 RJ0589_MARK LOGO: NGS   
 RJ0589_PROJECTION: FLUSH
 RJ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0589_ROD/PIPE-DEPTH: 18.3 meters
 RJ0589
 RJ0589  HISTORY     - Date     Condition        Report By
 RJ0589  HISTORY     - 1983     MONUMENTED       NGS
 RJ0589
 RJ0589                          STATION DESCRIPTION
 RJ0589
 RJ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0589'8.4 KM (5.2 MI) NW FROM BRIMLEY.
 RJ0589'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0589'BRIMLEY, THENCE 7.6 KM (4.7 MI) NORTHWEST ALONG AN ASPHALT ROAD, ABOUT
 RJ0589'300 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF THE BAY MILLS TRIBAL
 RJ0589'FISHERIES COMMUNITY BUILDING, AT A POWERLINE CROSSING OVER HIGHWAY, AT
 RJ0589'THE INSIDE OF A CURB, 23.4 METERS (76.6 FT) EAST-NORTHEAST OF
 RJ0589'CENTERLINE, 10.4 METERS (34.0 FT) NORTH OF A 20-INCH DIAMETER PINE
 RJ0589'TREE, 2.0 METERS (6.4 FT) NORTH OF A POWERLINE POLE GUY ANCHOR, AND
 RJ0589'1.2 METERS (4.0 FT) SOUTH OF POWERLINE POLE NUMBER BRI-109.
 RJ0589'THE MARK IS 0.40 METERS  NNE FROM A WITNESS POST.
 RJ0589'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0623 ***********************************************************************
 RJ0623  DESIGNATION -  C 296
 RJ0623  PID         -  RJ0623
 RJ0623  STATE/COUNTY-  MI/CHIPPEWA
 RJ0623  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0623
 RJ0623                         *CURRENT SURVEY CONTROL
 RJ0623  ___________________________________________________________________
 RJ0623* NAD 83(1986)-  46 25 12.     (N)    084 16 11.     (W)     SCALED    
 RJ0623* NAVD 88     -       184.415  (meters)     605.03   (feet)  ADJUSTED  
 RJ0623  ___________________________________________________________________
 RJ0623  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0623  DYNAMIC HT  -         184.425 (meters)     605.07  (feet)  COMP
 RJ0623  MODELED GRAV-     980,666.3   (mgal)                       NAVD 88
 RJ0623
 RJ0623  VERT ORDER  -  FIRST     CLASS 0
 RJ0623
 RJ0623.The horizontal coordinates were scaled from a topographic map and have
 RJ0623.an estimated accuracy of +/- 6 seconds.
 RJ0623
 RJ0623.The orthometric height was determined by differential leveling
 RJ0623.and adjusted by the National Geodetic Survey in June 1991..
 RJ0623
 RJ0623.The geoid height was determined by GEOID03.
 RJ0623
 RJ0623.The dynamic height is computed by dividing the NAVD 88
 RJ0623.geopotential number by the normal gravity value computed on the
 RJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0623.degrees latitude (g = 980.6199 gals.).
 RJ0623
 RJ0623.The modeled gravity was interpolated from observed gravity values.
 RJ0623
 RJ0623;                    North         East    Units  Estimated Accuracy
 RJ0623;SPC MI N     -   185,520.    8,209,830.      MT  (+/- 180 meters Scaled)
 RJ0623
 RJ0623                          SUPERSEDED SURVEY CONTROL
 RJ0623
 RJ0623.No superseded survey control is available for this station.
 RJ0623
 RJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS098443(NAD 83)
 RJ0623_MARKER: I = METAL ROD
 RJ0623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0623_SP_SET: STAINLESS STEEL ROD
 RJ0623_STAMPING: C 296 1983
 RJ0623_MARK LOGO: NGS   
 RJ0623_PROJECTION: FLUSH
 RJ0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0623_ROD/PIPE-DEPTH: 10.9 meters
 RJ0623
 RJ0623  HISTORY     - Date     Condition        Report By
 RJ0623  HISTORY     - 1983     MONUMENTED       NGS
 RJ0623  HISTORY     - 1986     GOOD             NOS
 RJ0623  HISTORY     - 19950603 GOOD             USPSQD
 RJ0623  HISTORY     - 20011029 GOOD             USPSQD
 RJ0623  HISTORY     - 20040824 GOOD             USPSQD
 RJ0623
 RJ0623                          STATION DESCRIPTION
 RJ0623
 RJ0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0623'12.3 KM (7.65 MI) SE FROM SAULT STE MARIE.
 RJ0623'12.3 KM (7.65 MI) EAST ALONG PORTAGE AVENUE (RIVERSIDE DRIVE) FROM THE
 RJ0623'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE TO THE MARK, SET AT THE
 RJ0623'INTERSECTION OF SIX MILE ROAD, 11.2 METERS (36.7 FT) WEST OF THE
 RJ0623'CENTERLINE OF NICOLET ROAD, 8.4 METERS (27.5 FT) NORTH OF CENTER OF
 RJ0623'SIX MILE ROAD, 3.0 METERS (10.0 FT) SOUTH-SOUTHWEST OF POWERLINE POLE
 RJ0623'NUMBER DRI 76 A 9-1, 0.7 METER 2.4 FT WEST OF A CORNER FENCE POST.
 RJ0623'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RJ0623'THE MARK IS ABOVE LEVEL WITH NICOLET ROAD.
 RJ0623
 RJ0623                          STATION RECOVERY (1986)
 RJ0623
 RJ0623'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 RJ0623'RECOVERED IN GOOD CONDITION.
 RJ0623
 RJ0623                          STATION RECOVERY (1995)
 RJ0623
 RJ0623'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0623'RECOVERED IN GOOD CONDITION.
 RJ0623
 RJ0623                          STATION RECOVERY (2001)
 RJ0623
 RJ0623'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0623'RECOVERED IN GOOD CONDITION.
 RJ0623
 RJ0623                          STATION RECOVERY (2004)
 RJ0623
 RJ0623'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0676 ***********************************************************************
 RJ0676  DESIGNATION -  C 297
 RJ0676  PID         -  RJ0676
 RJ0676  STATE/COUNTY-  MI/CHIPPEWA
 RJ0676  USGS QUAD   -  OAK RIDGE (1976)
 RJ0676
 RJ0676                         *CURRENT SURVEY CONTROL
 RJ0676  ___________________________________________________________________
 RJ0676* NAD 83(1986)-  46 19 11.     (N)    084 07 36.     (W)     SCALED    
 RJ0676* NAVD 88     -       177.694  (meters)     582.98   (feet)  ADJUSTED  
 RJ0676  ___________________________________________________________________
 RJ0676  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0676  DYNAMIC HT  -         177.704 (meters)     583.02  (feet)  COMP
 RJ0676  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RJ0676
 RJ0676  VERT ORDER  -  FIRST     CLASS 0
 RJ0676
 RJ0676.The horizontal coordinates were scaled from a topographic map and have
 RJ0676.an estimated accuracy of +/- 6 seconds.
 RJ0676
 RJ0676.The orthometric height was determined by differential leveling
 RJ0676.and adjusted by the National Geodetic Survey in June 1991..
 RJ0676
 RJ0676.The geoid height was determined by GEOID03.
 RJ0676
 RJ0676.The dynamic height is computed by dividing the NAVD 88
 RJ0676.geopotential number by the normal gravity value computed on the
 RJ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0676.degrees latitude (g = 980.6199 gals.).
 RJ0676
 RJ0676.The modeled gravity was interpolated from observed gravity values.
 RJ0676
 RJ0676;                    North         East    Units  Estimated Accuracy
 RJ0676;SPC MI N     -   174,770.    8,221,220.      MT  (+/- 180 meters Scaled)
 RJ0676
 RJ0676                          SUPERSEDED SURVEY CONTROL
 RJ0676
 RJ0676.No superseded survey control is available for this station.
 RJ0676
 RJ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS212335(NAD 83)
 RJ0676_MARKER: I = METAL ROD
 RJ0676_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0676_SP_SET: STAINLESS STEEL ROD
 RJ0676_STAMPING: C 297 1983
 RJ0676_MARK LOGO: NGS   
 RJ0676_PROJECTION: FLUSH
 RJ0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0676_ROD/PIPE-DEPTH: 12.2 meters
 RJ0676
 RJ0676  HISTORY     - Date     Condition        Report By
 RJ0676  HISTORY     - 1983     MONUMENTED       NGS
 RJ0676
 RJ0676                          STATION DESCRIPTION
 RJ0676
 RJ0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0676'33.1 KM (20.55 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0676'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0676'LANDING ON SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE
 RJ0676'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 21.0 KM
 RJ0676'(13.05 MI) SOUTH ALONG HOMESTEAD ROAD (NOTE HOMESTEAD ROAD TWIST AND
 RJ0676'TURNS WITH OTHER ROADS) TO THE SOUTHEASTERN MOST POINT ON SUGAR ISLAND
 RJ0676'AND ON THE NORTH SIDE OF THE NEEBISH CHANNEL, ON THE PROPERTY AND IN
 RJ0676'THE SOUTH LAWN OF MR. RALPH EATON, 9.8 KM (32.1 FT) SOUTHEAST OF THE
 RJ0676'SOUTHEAST CORNER OF MR. EATONS DWELLING, 12.7 METERS (41.5 FT) NORTH
 RJ0676'OF A WOODEN FLAGPOLE, 4.0 METERS (13.1 FT) SOUTHEAST OF A 20 INCH
 RJ0676'TRIPLE TRUNK MAPLE TREE, 0.9 METER (3.4 FT) NORTH-NORTHWEST OF A USCG
 RJ0676'BENCH MARK-A WHICH IS A 2 1/2 INCH CONCRETE POST PROJECTING 3 INCHES
 RJ0676'WITH A 5/8 INCH ROD PROJECTING 1 INCH FROM THE CENTER, AND 12.3 METERS
 RJ0676'(40.5 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A GUY WIRE.
 RJ0676'THE MARK IS 0.91 M ABOVE WATER LEVEL LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0694 ***********************************************************************
 RJ0694  DESIGNATION -  C 297 X
 RJ0694  PID         -  RJ0694
 RJ0694  STATE/COUNTY-  MI/CHIPPEWA
 RJ0694  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0694
 RJ0694                         *CURRENT SURVEY CONTROL
 RJ0694  ___________________________________________________________________
 RJ0694* NAD 83(1986)-  46 29 03.     (N)    084 15 33.     (W)     SCALED    
 RJ0694* NAVD 88     -       182.086  (meters)     597.39   (feet)  ADJUSTED  
 RJ0694  ___________________________________________________________________
 RJ0694  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0694  DYNAMIC HT  -         182.095 (meters)     597.42  (feet)  COMP
 RJ0694  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RJ0694
 RJ0694  VERT ORDER  -  FIRST     CLASS 0
 RJ0694
 RJ0694.The horizontal coordinates were scaled from a topographic map and have
 RJ0694.an estimated accuracy of +/- 6 seconds.
 RJ0694
 RJ0694.The orthometric height was determined by differential leveling
 RJ0694.and adjusted by the National Geodetic Survey in June 1991..
 RJ0694
 RJ0694.The geoid height was determined by GEOID03.
 RJ0694
 RJ0694.The dynamic height is computed by dividing the NAVD 88
 RJ0694.geopotential number by the normal gravity value computed on the
 RJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0694.degrees latitude (g = 980.6199 gals.).
 RJ0694
 RJ0694.The modeled gravity was interpolated from observed gravity values.
 RJ0694
 RJ0694;                    North         East    Units  Estimated Accuracy
 RJ0694;SPC MI N     -   192,680.    8,210,390.      MT  (+/- 180 meters Scaled)
 RJ0694
 RJ0694                          SUPERSEDED SURVEY CONTROL
 RJ0694
 RJ0694.No superseded survey control is available for this station.
 RJ0694
 RJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS103514(NAD 83)
 RJ0694_MARKER: I = METAL ROD
 RJ0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0694_SP_SET: STAINLESS STEEL ROD
 RJ0694_STAMPING: C 297 X 1983
 RJ0694_MARK LOGO: NGS   
 RJ0694_PROJECTION: FLUSH
 RJ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0694_ROD/PIPE-DEPTH: 14.6 meters
 RJ0694
 RJ0694  HISTORY     - Date     Condition        Report By
 RJ0694  HISTORY     - 1983     MONUMENTED       NGS
 RJ0694
 RJ0694                          STATION DESCRIPTION
 RJ0694
 RJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0694'3.0 KM (1.85 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0694'3.0 KM (1.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0694'FERRY LANDING ON SUGAR ISLAND TO THE JUNCTION OF WEST SHORE DRIVE AND
 RJ0694'THE MARK ON THE LEFT, 11.7 METERS (38.5 FT) NORTH OF THE CENTERLINE OF
 RJ0694'THE ROAD, 12.9 METERS (42.3 FT) WEST OF THE CENTERLINE OF THE DRIVE,
 RJ0694'AND 1.1 METERS (3.7 FT) NORTHWEST OF A POWERLINE POLE.  NOTE, DATUM
 RJ0694'POINT IS STAMPED C 297.
 RJ0694'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0711 ***********************************************************************
 RJ0711  DESIGNATION -  C 297 X RESET 1984
 RJ0711  PID         -  RJ0711
 RJ0711  STATE/COUNTY-  MI/CHIPPEWA
 RJ0711  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0711
 RJ0711                         *CURRENT SURVEY CONTROL
 RJ0711  ___________________________________________________________________
 RJ0711* NAD 83(1986)-  46 29 03.     (N)    084 15 33.     (W)     SCALED    
 RJ0711* NAVD 88     -       182.19   (meters)     597.7    (feet)  RESET     
 RJ0711  ___________________________________________________________________
 RJ0711  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0711
 RJ0711  VERT ORDER  -  THIRD
 RJ0711
 RJ0711.The horizontal coordinates were scaled from a topographic map and have
 RJ0711.an estimated accuracy of +/- 6 seconds.
 RJ0711
 RJ0711.The orthometric height was computed from unverified reset data.
 RJ0711.No vertical observational check was made to the station.
 RJ0711
 RJ0711.The geoid height was determined by GEOID03.
 RJ0711
 RJ0711;                    North         East    Units  Estimated Accuracy
 RJ0711;SPC MI N     -   192,680.    8,210,390.      MT  (+/- 180 meters Scaled)
 RJ0711
 RJ0711                          SUPERSEDED SURVEY CONTROL
 RJ0711
 RJ0711.No superseded survey control is available for this station.
 RJ0711
 RJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS103514(NAD 83)
 RJ0711_MARKER: DB = BENCH MARK DISK
 RJ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0711_STAMPING: C 297 X RESET 1984
 RJ0711_PROJECTION: PROJECTING 10 CENTIMETERS
 RJ0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0711+STABILITY: SURFACE MOTION
 RJ0711
 RJ0711  HISTORY     - Date     Condition        Report By
 RJ0711  HISTORY     - 1984     MONUMENTED       NGS
 RJ0711
 RJ0711                          STATION DESCRIPTION
 RJ0711
 RJ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RJ0711'3.0 KM (1.85 MI) EAST FROM SUGAR ISLAND.
 RJ0711'3.0 KM (1.85 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0711'FERRY LANDING IN SUGAR ISLAND TO THE JUNCTION OF WEST SHORE DRIVE
 RJ0711'AND THE MARK ON THE LEFT, 14.2 METERS (46.5 FEET) NORTH OF THE
 RJ0711'CENTERLINE OF THE ROAD, 13.3 METERS (43.6 FEET) WEST OF THE
 RJ0711'CENTERLINE OF THE DRIVE, AND 1.6 METERS (5.4 FEET) EAST OF A
 RJ0711'POWERLINE POLE USED AS A GUY POLE FOR ANOTHER POWERPOLE
 RJ0711'WITH A STREET LAMP HANGING IN THE MIDDLE.
 RJ0711'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0406 ***********************************************************************
 QK0406  DESIGNATION -  C 298
 QK0406  PID         -  QK0406
 QK0406  STATE/COUNTY-  MI/CHIPPEWA
 QK0406  USGS QUAD   -  PRENTISS BAY (1976)
 QK0406
 QK0406                         *CURRENT SURVEY CONTROL
 QK0406  ___________________________________________________________________
 QK0406* NAD 83(1986)-  45 59 24.     (N)    084 14 06.     (W)     SCALED    
 QK0406* NAVD 88     -       178.087  (meters)     584.27   (feet)  ADJUSTED  
 QK0406  ___________________________________________________________________
 QK0406  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 QK0406  DYNAMIC HT  -         178.092 (meters)     584.29  (feet)  COMP
 QK0406  MODELED GRAV-     980,639.6   (mgal)                       NAVD 88
 QK0406
 QK0406  VERT ORDER  -  FIRST     CLASS 0
 QK0406
 QK0406.The horizontal coordinates were scaled from a topographic map and have
 QK0406.an estimated accuracy of +/- 6 seconds.
 QK0406
 QK0406.The orthometric height was determined by differential leveling
 QK0406.and adjusted by the National Geodetic Survey in June 1991..
 QK0406
 QK0406.The geoid height was determined by GEOID03.
 QK0406
 QK0406.The dynamic height is computed by dividing the NAVD 88
 QK0406.geopotential number by the normal gravity value computed on the
 QK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0406.degrees latitude (g = 980.6199 gals.).
 QK0406
 QK0406.The modeled gravity was interpolated from observed gravity values.
 QK0406
 QK0406;                    North         East    Units  Estimated Accuracy
 QK0406;SPC MI N     -   137,850.    8,214,160.      MT  (+/- 180 meters Scaled)
 QK0406
 QK0406                          SUPERSEDED SURVEY CONTROL
 QK0406
 QK0406.No superseded survey control is available for this station.
 QK0406
 QK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR141966(NAD 83)
 QK0406_MARKER: DB = BENCH MARK DISK
 QK0406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0406_SP_SET: BRIDGE ABUTMENT
 QK0406_STAMPING: C 298 1983
 QK0406_MARK LOGO: NGS   
 QK0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0406
 QK0406  HISTORY     - Date     Condition        Report By
 QK0406  HISTORY     - 1983     MONUMENTED       NGS
 QK0406  HISTORY     - 19940728 GOOD             USPSQD
 QK0406  HISTORY     - 20010331 GOOD             NGS
 QK0406
 QK0406                          STATION DESCRIPTION
 QK0406
 QK0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0406'10.5 KM (6.55 MI) EAST FROM CEDARVILLE.
 QK0406'10.5 KM (6.55 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0406'STATE HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE BRIDGE OVER PRENTISS
 QK0406'CREEK, SET IN THE NORTHEAST CORNER OF THE NORTHWEST CONCRETE BRIDGE
 QK0406'ABUTMENT, 7.2 METERS (23.80 FT) NORTH OF THE CENTERLINE OF THE
 QK0406'HIGHWAY, 0.23 METERS (0.75 FT) SOUTH OF THE NORTH FACE OF THE
 QK0406'ABUTMENT, AND 0.24 METERS (0.80 FT) WEST OF THE EAST FACE OF THE
 QK0406'ABUTMENT.
 QK0406'THE MARK IS 0.76 M BELOW HIGHWAY.
 QK0406
 QK0406                          STATION RECOVERY (1994)
 QK0406
 QK0406'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0406'RECOVERED IN GOOD CONDITION.
 QK0406
 QK0406                          STATION RECOVERY (2001)
 QK0406
 QK0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0682 ***********************************************************************
 RJ0682  DESIGNATION -  C 299
 RJ0682  PID         -  RJ0682
 RJ0682  STATE/COUNTY-  MI/CHIPPEWA
 RJ0682  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0682
 RJ0682                         *CURRENT SURVEY CONTROL
 RJ0682  ___________________________________________________________________
 RJ0682* NAD 83(1986)-  46 23 25.     (N)    084 11 57.     (W)     SCALED    
 RJ0682* NAVD 88     -       184.233  (meters)     604.44   (feet)  ADJUSTED  
 RJ0682  ___________________________________________________________________
 RJ0682  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0682  DYNAMIC HT  -         184.243 (meters)     604.47  (feet)  COMP
 RJ0682  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0682
 RJ0682  VERT ORDER  -  FIRST     CLASS 0
 RJ0682
 RJ0682.The horizontal coordinates were scaled from a topographic map and have
 RJ0682.an estimated accuracy of +/- 6 seconds.
 RJ0682
 RJ0682.The orthometric height was determined by differential leveling
 RJ0682.and adjusted by the National Geodetic Survey in June 1991..
 RJ0682
 RJ0682.The geoid height was determined by GEOID03.
 RJ0682
 RJ0682.The dynamic height is computed by dividing the NAVD 88
 RJ0682.geopotential number by the normal gravity value computed on the
 RJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0682.degrees latitude (g = 980.6199 gals.).
 RJ0682
 RJ0682.The modeled gravity was interpolated from observed gravity values.
 RJ0682
 RJ0682;                    North         East    Units  Estimated Accuracy
 RJ0682;SPC MI N     -   182,410.    8,215,370.      MT  (+/- 180 meters Scaled)
 RJ0682
 RJ0682                          SUPERSEDED SURVEY CONTROL
 RJ0682
 RJ0682.No superseded survey control is available for this station.
 RJ0682
 RJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS153412(NAD 83)
 RJ0682_MARKER: I = METAL ROD
 RJ0682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0682_SP_SET: STAINLESS STEEL ROD
 RJ0682_STAMPING: C 299 1983
 RJ0682_MARK LOGO: NGS   
 RJ0682_PROJECTION: FLUSH
 RJ0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0682_ROD/PIPE-DEPTH: 6.1  meters
 RJ0682
 RJ0682  HISTORY     - Date     Condition        Report By
 RJ0682  HISTORY     - 1983     MONUMENTED       NGS
 RJ0682
 RJ0682                          STATION DESCRIPTION
 RJ0682
 RJ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0682'21.2 KM (13.2 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0682'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0682'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0682'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 4.85 KM
 RJ0682'(3.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG
 RJ0682'6 MILE ROAD, THENCE 3.7 KM (2.3 MI) SOUTH ALONG HOMESTEAD ROAD TO THE
 RJ0682'MARK ON THE RIGHT, 18.0 METERS (59.2 FT) SOUTH OF THE CENTER OF
 RJ0682'HOMESTEAD ROAD, AND 1.6 METERS (5.3 FT) WEST OF POWERLINE POLE NUMBER
 RJ0682'TJB 324.
 RJ0682'THE MARK IS 0.9 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0299 ***********************************************************************
 QL0299  DESIGNATION -  C 30
 QL0299  PID         -  QL0299
 QL0299  STATE/COUNTY-  MI/MENOMINEE
 QL0299  USGS QUAD   -  BIRCH CREEK (1976)
 QL0299
 QL0299                         *CURRENT SURVEY CONTROL
 QL0299  ___________________________________________________________________
 QL0299* NAD 83(1986)-  45 09 32.     (N)    087 36 56.     (W)     SCALED    
 QL0299* NAVD 88     -       188.385  (meters)     618.06   (feet)  ADJUSTED  
 QL0299  ___________________________________________________________________
 QL0299  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QL0299  DYNAMIC HT  -         188.367 (meters)     618.00  (feet)  COMP
 QL0299  MODELED GRAV-     980,517.8   (mgal)                       NAVD 88
 QL0299
 QL0299  VERT ORDER  -  FIRST     CLASS 0
 QL0299
 QL0299.The horizontal coordinates were scaled from a topographic map and have
 QL0299.an estimated accuracy of +/- 6 seconds.
 QL0299
 QL0299.The orthometric height was determined by differential leveling
 QL0299.and adjusted by the National Geodetic Survey in June 1991..
 QL0299.WARNING-Repeat measurements at this control monument indicate possible
 QL0299.vertical movement.
 QL0299
 QL0299.The geoid height was determined by GEOID03.
 QL0299
 QL0299.The dynamic height is computed by dividing the NAVD 88
 QL0299.geopotential number by the normal gravity value computed on the
 QL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0299.degrees latitude (g = 980.6199 gals.).
 QL0299
 QL0299.The modeled gravity was interpolated from observed gravity values.
 QL0299
 QL0299;                    North         East    Units  Estimated Accuracy
 QL0299;SPC MI N     -    41,930.    7,951,600.      MT  (+/- 180 meters Scaled)
 QL0299
 QL0299                          SUPERSEDED SURVEY CONTROL
 QL0299
 QL0299  NGVD 29 (??/??/92)  188.339  (m)          617.91   (f) ADJ UNCH    1 0
 QL0299
 QL0299.Superseded values are not recommended for survey control.
 QL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0299.See file dsdata.txt to determine how the superseded data were derived.
 QL0299
 QL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR516007(NAD 83)
 QL0299_MARKER: DB = BENCH MARK DISK
 QL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0299_STAMPING: C 30 1930 617.909
 QL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0299+STABILITY: SURFACE MOTION
 QL0299
 QL0299  HISTORY     - Date     Condition        Report By
 QL0299  HISTORY     - 1930     MONUMENTED       CGS
 QL0299  HISTORY     - 1972     GOOD             NGS
 QL0299  HISTORY     - 19910904 GOOD             USPSQD
 QL0299  HISTORY     - 20041102 MARK NOT FOUND   USPSQD
 QL0299
 QL0299                          STATION DESCRIPTION
 QL0299
 QL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0299'1.8 MI N FROM MENOMINEE.
 QL0299'ABOUT 1.6 MILES NORTH ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 QL0299'STATE HIGHWAY 35 AT MENOMINEE, THENCE 0.2 MILE WEST ALONG
 QL0299'EVERGREEN ROAD, ALONG THE CHICAGO AND NORTH WESTERN RAILWAY,
 QL0299'44.8 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 25 FEET NORTH
 QL0299'OF THE CENTER LINE OF EVERGREEN ROAD, 4 1/2 FEET NORTHEAST OF A
 QL0299'TELEPHONE CABLE POLE, 1.1 FEET EAST OF A METAL WITNESS POST,
 QL0299'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 QL0299'POST FLUSH WITH THE LEVEL OF THE GROUND.  SEC 15, T 32 N, R 27 W.
 QL0299'NOTE-- THE MARK MAY BE REACHED BY GOING 3.6 MILES NORTH ALONG
 QL0299'THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE STATION AT
 QL0299'MENOMINEE.
 QL0299
 QL0299                          STATION RECOVERY (1991)
 QL0299
 QL0299'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0299'RECOVERED IN GOOD CONDITION.
 QL0299
 QL0299                          STATION RECOVERY (2004)
 QL0299
 QL0299'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0542 ***********************************************************************
 QK0542  DESIGNATION -  C 301
 QK0542  PID         -  QK0542
 QK0542  STATE/COUNTY-  MI/CHEBOYGAN
 QK0542  USGS QUAD   -  
 QK0542
 QK0542                         *CURRENT SURVEY CONTROL
 QK0542  ___________________________________________________________________
 QK0542* NAD 83(1986)-  45 38 43.     (N)    084 28 04.     (W)     SCALED    
 QK0542* NAVD 88     -       181.067  (meters)     594.05   (feet)  ADJUSTED  
 QK0542  ___________________________________________________________________
 QK0542  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 QK0542  DYNAMIC HT  -         181.064 (meters)     594.04  (feet)  COMP
 QK0542  MODELED GRAV-     980,598.5   (mgal)                       NAVD 88
 QK0542
 QK0542  VERT ORDER  -  FIRST     CLASS II
 QK0542
 QK0542.The horizontal coordinates were scaled from a topographic map and have
 QK0542.an estimated accuracy of +/- 6 seconds.
 QK0542
 QK0542.The orthometric height was determined by differential leveling
 QK0542.and adjusted by the National Geodetic Survey in June 1991..
 QK0542
 QK0542.The geoid height was determined by GEOID03.
 QK0542
 QK0542.The dynamic height is computed by dividing the NAVD 88
 QK0542.geopotential number by the normal gravity value computed on the
 QK0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0542.degrees latitude (g = 980.6199 gals.).
 QK0542
 QK0542.The modeled gravity was interpolated from observed gravity values.
 QK0542
 QK0542;                    North         East    Units  Estimated Accuracy
 QK0542;SPC MI C     -   258,770.    5,992,120.      MT  (+/- 180 meters Scaled)
 QK0542
 QK0542                          SUPERSEDED SURVEY CONTROL
 QK0542
 QK0542.No superseded survey control is available for this station.
 QK0542
 QK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR973577(NAD 83)
 QK0542_MARKER: I = METAL ROD
 QK0542_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0542_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0542_STAMPING: C 301 1983
 QK0542_MARK LOGO: NGS   
 QK0542_PROJECTION: RECESSED 3 CENTIMETERS
 QK0542_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0542+STABILITY: POSITION/ELEVATION WELL
 QK0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0542+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0542_ROD/PIPE-DEPTH: 8.53 meters
 QK0542_SLEEVE-DEPTH  : 6.09 meters
 QK0542
 QK0542  HISTORY     - Date     Condition        Report By
 QK0542  HISTORY     - 1983     MONUMENTED       NGS
 QK0542  HISTORY     - 19960314 GOOD             NGS
 QK0542
 QK0542                          STATION DESCRIPTION
 QK0542
 QK0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0542'IN CHEBOYGAN.
 QK0542'IN CHEBOYGAN, LOCATED IN THE NORTHEAST LAWN AT THE SAINT MARY CATHOLIC
 QK0542'CHURCH, LOCATED AT THE JUNCTION OF NORTH D STREET AND FOURTH STREET,
 QK0542'23.65 METERS (77.6 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 QK0542'CHURCH BUILDING, 6.38 METERS (22.6 FT) SOUTHWEST OF THE SOUTHWEST CURB
 QK0542'OF FOURTH STREET, 3.47 METERS (11.4 FT) WEST-SOUTHWEST OF THE NORTH
 QK0542'CORNER OF THE BOTTOM ONE OF A SET OF SET OF STEPS LEADING TO THE
 QK0542'CHURCH ON THE NORTHEAST SIDE, AND 1.98 METERS (6.5 FT) NORTHEAST OF
 QK0542'THE NORTHEAST FACE OF THE CHURCH.
 QK0542'THE MARK IS ABOVE LEVEL WITH FOURTH STREET.
 QK0542
 QK0542                          STATION RECOVERY (1996)
 QK0542
 QK0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0542'IN CHEBOYGAN, AT THE INTERSECTION OF NORTH D AND FOURTH STREETS, 43.3
 QK0542'M (142.1 FT) SOUTHEAST OF THE CENTER OF NORTH D STREET, 12.0 M (39.4
 QK0542'FT) SOUTHWEST OF THE CENTER OF FOURTH STREET, 4.0 M (13.1 FT)
 QK0542'NORTHWEST OF THE CENTER OF THE NORTHEAST ENTRANCE TO A CATHOLIC
 QK0542'CHURCH, 2.0 M (6.6 FT) NORTHEAST OF THE NORTHEAST FACE OF THE CHURCH,
 QK0542'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF FOURTH STREET.  NOTE--ACCESS TO
 QK0542'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0503 ***********************************************************************
 QK0503  DESIGNATION -  C 302
 QK0503  PID         -  QK0503
 QK0503  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0503  USGS QUAD   -  MILLERSBURG (1986)
 QK0503
 QK0503                         *CURRENT SURVEY CONTROL
 QK0503  ___________________________________________________________________
 QK0503* NAD 83(1986)-  45 31 25.     (N)    084 07 28.     (W)     SCALED    
 QK0503* NAVD 88     -       180.462  (meters)     592.07   (feet)  ADJUSTED  
 QK0503  ___________________________________________________________________
 QK0503  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QK0503  DYNAMIC HT  -         180.456 (meters)     592.05  (feet)  COMP
 QK0503  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 QK0503
 QK0503  VERT ORDER  -  FIRST     CLASS II
 QK0503
 QK0503.The horizontal coordinates were scaled from a topographic map and have
 QK0503.an estimated accuracy of +/- 6 seconds.
 QK0503
 QK0503.The orthometric height was determined by differential leveling
 QK0503.and adjusted by the National Geodetic Survey in June 1991..
 QK0503
 QK0503.The geoid height was determined by GEOID03.
 QK0503
 QK0503.The dynamic height is computed by dividing the NAVD 88
 QK0503.geopotential number by the normal gravity value computed on the
 QK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0503.degrees latitude (g = 980.6199 gals.).
 QK0503
 QK0503.The modeled gravity was interpolated from observed gravity values.
 QK0503
 QK0503;                    North         East    Units  Estimated Accuracy
 QK0503;SPC MI C     -   245,270.    6,018,920.      MT  (+/- 180 meters Scaled)
 QK0503
 QK0503                          SUPERSEDED SURVEY CONTROL
 QK0503
 QK0503.No superseded survey control is available for this station.
 QK0503
 QK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR245451(NAD 83)
 QK0503_MARKER: I = METAL ROD
 QK0503_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0503_SP_SET: STAINLESS STEEL ROD
 QK0503_STAMPING: C 302 1983
 QK0503_MARK LOGO: NGS   
 QK0503_PROJECTION: RECESSED 4 CENTIMETERS
 QK0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0503_ROD/PIPE-DEPTH: 21.9 meters
 QK0503
 QK0503  HISTORY     - Date     Condition        Report By
 QK0503  HISTORY     - 1983     MONUMENTED       NGS
 QK0503  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0503
 QK0503                          STATION DESCRIPTION
 QK0503
 QK0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0503'29.6 KM (18.4 MI) NW FROM ROGERS CITY.
 QK0503'1.8 KM (1.1 MI) NORTHWEST ALONG HIGHWAY 23 BUSINESS (THIRD STREET)
 QK0503'FROM THE POST OFFICE IN ROGERS CITY, THENCE 27.8 KM (17.3 MI)
 QK0503'NORTHWEST ALONG HIGHWAY 23, SET IN THE SOUTHWEST CORNER OF THE LAWN AT
 QK0503'THE GOLDEN BEACH MANOR RESIDENCE LODGE, ALSO ABOUT 91.44 METERS
 QK0503'(300.0 FT) NORTHEAST OF THE JUNCTION OF HIGHWAY 23 AND BEACH HIGHWAY
 QK0503'LEADING WEST, 35.14 METERS (115.3 FT) EAST OF THE CENTERLINE OF
 QK0503'HIGHWAY 23, 14.91 METERS (49.2 FT) NORTH OF THE CENTER OF BEACH
 QK0503'HIGHWAY LEADING EAST, 5.40 METERS (17.7 FT) WEST OF THE SOUTHWEST
 QK0503'CORNER OF THE SWIMMING POOL, 8.23 METERS (27.0 FT) SOUTH OF THE CENTER
 QK0503'OF THE SOUTH DRIVEWAY AT THE LODGE, AND 0.91 METER (3.0 FT) NORTH OF A
 QK0503'POWERLINE POLE WITH A TRANSFORMER NUMBERED HB-1-66 AND AN ANCHOR
 QK0503'CABLE.
 QK0503'THE MARK IS 8.05 METERS  E FROM A WITNESS POST.
 QK0503'THE MARK IS 1.52 M BELOW HIGHWAY.
 QK0503
 QK0503                          STATION RECOVERY (2004)
 QK0503
 QK0503'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0693 ***********************************************************************
 OJ0693  DESIGNATION -  C 303
 OJ0693  PID         -  OJ0693
 OJ0693  STATE/COUNTY-  MI/BAY
 OJ0693  USGS QUAD   -  PINCONNING (1973)
 OJ0693
 OJ0693                         *CURRENT SURVEY CONTROL
 OJ0693  ___________________________________________________________________
 OJ0693* NAD 83(1986)-  43 49 36.     (N)    083 58 01.     (W)     SCALED    
 OJ0693* NAVD 88     -       181.372  (meters)     595.05   (feet)  ADJUSTED  
 OJ0693  ___________________________________________________________________
 OJ0693  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OJ0693  DYNAMIC HT  -         181.340 (meters)     594.95  (feet)  COMP
 OJ0693  MODELED GRAV-     980,435.5   (mgal)                       NAVD 88
 OJ0693
 OJ0693  VERT ORDER  -  FIRST     CLASS II
 OJ0693
 OJ0693.The horizontal coordinates were scaled from a topographic map and have
 OJ0693.an estimated accuracy of +/- 6 seconds.
 OJ0693
 OJ0693.The orthometric height was determined by differential leveling
 OJ0693.and adjusted by the National Geodetic Survey in June 1991..
 OJ0693
 OJ0693.The geoid height was determined by GEOID03.
 OJ0693
 OJ0693.The dynamic height is computed by dividing the NAVD 88
 OJ0693.geopotential number by the normal gravity value computed on the
 OJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0693.degrees latitude (g = 980.6199 gals.).
 OJ0693
 OJ0693.The modeled gravity was interpolated from observed gravity values.
 OJ0693
 OJ0693;                    North         East    Units  Estimated Accuracy
 OJ0693;SPC MI S     -   258,530.    4,032,160.      MT  (+/- 180 meters Scaled)
 OJ0693
 OJ0693                          SUPERSEDED SURVEY CONTROL
 OJ0693
 OJ0693.No superseded survey control is available for this station.
 OJ0693
 OJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ614569(NAD 83)
 OJ0693_MARKER: I = METAL ROD
 OJ0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0693_SP_SET: STAINLESS STEEL ROD
 OJ0693_STAMPING: C 303 1983
 OJ0693_MARK LOGO: NGS   
 OJ0693_PROJECTION: RECESSED 2 CENTIMETERS
 OJ0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0693_ROD/PIPE-DEPTH: 4.57 meters
 OJ0693
 OJ0693  HISTORY     - Date     Condition        Report By
 OJ0693  HISTORY     - 1983     MONUMENTED       NGS
 OJ0693  HISTORY     - 19970824 GOOD             USPSQD
 OJ0693
 OJ0693                          STATION DESCRIPTION
 OJ0693
 OJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0693'2.9 KM (1.8 MI) SOUTH FROM PINCONNING.
 OJ0693'2.9 KM (1.8 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0693'PINCONNING ROAD IN PINCONNING, TO THE MARK ON THE RIGHT, 29.38 METERS
 OJ0693'(96.4 FT) WEST OF CENTERLINE OF HIGHWAY 13, 39.07 METERS (128.2 FT)
 OJ0693'SOUTH OF CENTER OF DRIVE TO HOUSE, 28.55 METERS (93.7 FT)
 OJ0693'EAST-SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, AND 2.25 METERS (7.4 FT)
 OJ0693'NORTH OF POWERLINE POLE NUMBER 3043.
 OJ0693'THE MARK IS 0.91 M BELOW HIGHWAY 13.
 OJ0693
 OJ0693                          STATION RECOVERY (1997)
 OJ0693
 OJ0693'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0177 ***********************************************************************
 PK0177  DESIGNATION -  C 304
 PK0177  PID         -  PK0177
 PK0177  STATE/COUNTY-  MI/IOSCO
 PK0177  USGS QUAD   -  TAWAS CITY (1989)
 PK0177
 PK0177                         *CURRENT SURVEY CONTROL
 PK0177  ___________________________________________________________________
 PK0177* NAD 83(1986)-  44 15 45.     (N)    083 31 23.     (W)     SCALED    
 PK0177* NAVD 88     -       179.397  (meters)     588.57   (feet)  ADJUSTED  
 PK0177  ___________________________________________________________________
 PK0177  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0177  DYNAMIC HT  -         179.374 (meters)     588.50  (feet)  COMP
 PK0177  MODELED GRAV-     980,483.3   (mgal)                       NAVD 88
 PK0177
 PK0177  VERT ORDER  -  FIRST     CLASS II
 PK0177
 PK0177.The horizontal coordinates were scaled from a topographic map and have
 PK0177.an estimated accuracy of +/- 6 seconds.
 PK0177
 PK0177.The orthometric height was determined by differential leveling
 PK0177.and adjusted by the National Geodetic Survey in June 1991..
 PK0177
 PK0177.The geoid height was determined by GEOID03.
 PK0177
 PK0177.The dynamic height is computed by dividing the NAVD 88
 PK0177.geopotential number by the normal gravity value computed on the
 PK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0177.degrees latitude (g = 980.6199 gals.).
 PK0177
 PK0177.The modeled gravity was interpolated from observed gravity values.
 PK0177
 PK0177;                    North         East    Units  Estimated Accuracy
 PK0177;SPC MI C     -   105,450.    6,067,360.      MT  (+/- 180 meters Scaled)
 PK0177
 PK0177                          SUPERSEDED SURVEY CONTROL
 PK0177
 PK0177.No superseded survey control is available for this station.
 PK0177
 PK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK986041(NAD 83)
 PK0177_MARKER: I = METAL ROD
 PK0177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0177_SP_SET: STAINLESS STEEL ROD
 PK0177_STAMPING: C 304 1983
 PK0177_MARK LOGO: NGS   
 PK0177_PROJECTION: RECESSED 3 CENTIMETERS
 PK0177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0177_ROD/PIPE-DEPTH: 11.0 meters
 PK0177
 PK0177  HISTORY     - Date     Condition        Report By
 PK0177  HISTORY     - 1983     MONUMENTED       NGS
 PK0177
 PK0177                          STATION DESCRIPTION
 PK0177
 PK0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0177'IN TAWAS CITY.
 PK0177'IN TAWAS CITY, 0.2 KM (0.1 MI) SOUTH ALONG LAKE STREET FROM THE POST
 PK0177'OFFICE TO THE MARK ON THE LEFT, 12.40 METERS (40.7 FT) SOUTHEAST OF
 PK0177'THE CENTERLINE OF LAKE STREET, 21.79 METERS (71.5 FT) SOUTHWEST OF THE
 PK0177'SOUTHWEST CORNER OF A ONE LEVEL HOUSE, 15.78 METERS (51.8 FT) NORTH OF
 PK0177'THE NORTHWEST CORNER OF A LARGE CINDER BLOCK BUILDING (COYLE
 PK0177'RESTAURANT), 1.73 METERS (5.7 FT) NORTHEAST OF A POWERLINE POLE, AND
 PK0177'1.31 METERS (4.3 FT) NORTHEAST OF TELEPHONE JUNCTION BOX NUMBER 633.
 PK0177'THE MARK IS 1.09 METERS  NE FROM A WITNESS POST.
 PK0177'THE MARK IS ABOVE LEVEL WITH LAKE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0151 ***********************************************************************
 PK0151  DESIGNATION -  C 305
 PK0151  PID         -  PK0151
 PK0151  STATE/COUNTY-  MI/ARENAC
 PK0151  USGS QUAD   -  OMER (1968)
 PK0151
 PK0151                         *CURRENT SURVEY CONTROL
 PK0151  ___________________________________________________________________
 PK0151* NAD 83(1986)-  44 06 16.     (N)    083 48 26.     (W)     SCALED    
 PK0151* NAVD 88     -       194.577  (meters)     638.37   (feet)  ADJUSTED  
 PK0151  ___________________________________________________________________
 PK0151  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PK0151  DYNAMIC HT  -         194.546 (meters)     638.27  (feet)  COMP
 PK0151  MODELED GRAV-     980,455.4   (mgal)                       NAVD 88
 PK0151
 PK0151  VERT ORDER  -  FIRST     CLASS II
 PK0151
 PK0151.The horizontal coordinates were scaled from a topographic map and have
 PK0151.an estimated accuracy of +/- 6 seconds.
 PK0151
 PK0151.The orthometric height was determined by differential leveling
 PK0151.and adjusted by the National Geodetic Survey in June 1991..
 PK0151
 PK0151.The geoid height was determined by GEOID03.
 PK0151
 PK0151.The dynamic height is computed by dividing the NAVD 88
 PK0151.geopotential number by the normal gravity value computed on the
 PK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0151.degrees latitude (g = 980.6199 gals.).
 PK0151
 PK0151.The modeled gravity was interpolated from observed gravity values.
 PK0151
 PK0151;                    North         East    Units  Estimated Accuracy
 PK0151;SPC MI C     -    87,700.    6,044,790.      MT  (+/- 180 meters Scaled)
 PK0151
 PK0151                          SUPERSEDED SURVEY CONTROL
 PK0151
 PK0151.No superseded survey control is available for this station.
 PK0151
 PK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ753873(NAD 83)
 PK0151_MARKER: I = METAL ROD
 PK0151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0151_SP_SET: STAINLESS STEEL ROD
 PK0151_STAMPING: C 305 1983
 PK0151_MARK LOGO: NGS   
 PK0151_PROJECTION: FLUSH
 PK0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0151+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 PK0151_ROD/PIPE-DEPTH: 4.27 meters
 PK0151
 PK0151  HISTORY     - Date     Condition        Report By
 PK0151  HISTORY     - 1983     MONUMENTED       NGS
 PK0151  HISTORY     - 20010811 GOOD             USPSQD
 PK0151  HISTORY     - 20051211 GOOD             USPSQD
 PK0151
 PK0151                          STATION DESCRIPTION
 PK0151
 PK0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0151'1.0 KM (0.6 MI) SOUTH FROM TWINING.
 PK0151'1.0 KM (0.6 MI) SOUTH ALONG STATE HIGHWAY 65 FROM THE JUNCTION OF
 PK0151'TWINING ROAD IN TWINING TO THE MARK ON THE RIGHT, 19.66 METERS
 PK0151'(64.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 3.44 METERS (11.3 FT)
 PK0151'SOUTH OF A SIGN POST, AND 3.32 METERS (10.9 FT) NORTH OF A POWERLINE
 PK0151'POLE.
 PK0151'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 PK0151'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0151
 PK0151                          STATION RECOVERY (2001)
 PK0151
 PK0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0151'RECOVERED IN GOOD CONDITION.
 PK0151
 PK0151                          STATION RECOVERY (2005)
 PK0151
 PK0151'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0175 ***********************************************************************
 QJ0175  DESIGNATION -  C 306
 QJ0175  PID         -  QJ0175
 QJ0175  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0175  USGS QUAD   -  ROGERS CITY (1971)
 QJ0175
 QJ0175                         *CURRENT SURVEY CONTROL
 QJ0175  ___________________________________________________________________
 QJ0175* NAD 83(1986)-  45 25 18.     (N)    083 48 51.     (W)     SCALED    
 QJ0175* NAVD 88     -       178.631  (meters)     586.06   (feet)  ADJUSTED  
 QJ0175  ___________________________________________________________________
 QJ0175  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0175  DYNAMIC HT  -         178.621 (meters)     586.03  (feet)  COMP
 QJ0175  MODELED GRAV-     980,561.6   (mgal)                       NAVD 88
 QJ0175  OBS GRAVITY -     980,564.2   (mgal)                       GRAV_OBS
 QJ0175
 QJ0175  VERT ORDER  -  FIRST     CLASS II
 QJ0175
 QJ0175.The horizontal coordinates were scaled from a topographic map and have
 QJ0175.an estimated accuracy of +/- 6 seconds.
 QJ0175
 QJ0175.The orthometric height was determined by differential leveling
 QJ0175.and adjusted by the National Geodetic Survey in June 1991..
 QJ0175
 QJ0175.The geoid height was determined by GEOID03.
 QJ0175
 QJ0175.The dynamic height is computed by dividing the NAVD 88
 QJ0175.geopotential number by the normal gravity value computed on the
 QJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0175.degrees latitude (g = 980.6199 gals.).
 QJ0175
 QJ0175.The modeled gravity was interpolated from observed gravity values.
 QJ0175.The observed gravity was obtained from relative gravimeter ties
 QJ0175.to the IGSN71 gravity network.
 QJ0175
 QJ0175;                    North         East    Units  Estimated Accuracy
 QJ0175;SPC MI C     -   234,060.    6,043,240.      MT  (+/- 180 meters Scaled)
 QJ0175
 QJ0175                          SUPERSEDED SURVEY CONTROL
 QJ0175
 QJ0175.No superseded survey control is available for this station.
 QJ0175
 QJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL798336(NAD 83)
 QJ0175_MARKER: I = METAL ROD
 QJ0175_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0175_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0175_STAMPING: C 306 1983
 QJ0175_MARK LOGO: NGS   
 QJ0175_PROJECTION: RECESSED 4 CENTIMETERS
 QJ0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0175+STABILITY: POSITION/ELEVATION WELL
 QJ0175_ROD/PIPE-DEPTH: 11.6 meters
 QJ0175_SLEEVE-DEPTH  : 6.09 meters
 QJ0175
 QJ0175  HISTORY     - Date     Condition        Report By
 QJ0175  HISTORY     - 1983     MONUMENTED       NGS
 QJ0175  HISTORY     - 20010331 GOOD             NGS
 QJ0175
 QJ0175                          STATION DESCRIPTION
 QJ0175
 QJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0175'IN ROGERS CITY.
 QJ0175'IN ROGERS CITY, SET IN THE LAKE SIDE PARK BY A LARGE LIMESTONE ROCK
 QJ0175'AND MONUMENT WITH PLAQUE (IN RECOGNITION FOR THE FIRST FIFTY YEARS OF
 QJ0175'OPERATION) IS LOCATED AT THE JUNCTION OF MICHIGAN AND LAKE STREETS,
 QJ0175'10.06 METERS (33.0 FT) NORTHEAST OF THE NORTHEAST CURB OF LAKE STREET,
 QJ0175'1.58 METERS (5.2 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 QJ0175'CONCRETE FOUNDATION FOR THE MONUMENT, 3.10 METERS (10.2 FT) NORTHWEST
 QJ0175'OF THE SOUTH-SOUTHWEST OF THE FOUNDATION, AND 19.50 METERS (64.0 FT)
 QJ0175'NORTH OF A POWERLINE POLE ANCHOR POLE WITH AN ANCHOR CABLE.
 QJ0175'THE MARK IS 0.60 M BELOW LAKE STREET.
 QJ0175
 QJ0175                          STATION RECOVERY (2001)
 QJ0175
 QJ0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0216 ***********************************************************************
 PK0216  DESIGNATION -  C 307
 PK0216  PID         -  PK0216
 PK0216  STATE/COUNTY-  MI/ALCONA
 PK0216  USGS QUAD   -  GREENBUSH (1989)
 PK0216
 PK0216                         *CURRENT SURVEY CONTROL
 PK0216  ___________________________________________________________________
 PK0216* NAD 83(1986)-  44 30 44.     (N)    083 19 18.     (W)     SCALED    
 PK0216* NAVD 88     -       180.223  (meters)     591.28   (feet)  ADJUSTED  
 PK0216  ___________________________________________________________________
 PK0216  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 PK0216  DYNAMIC HT  -         180.204 (meters)     591.22  (feet)  COMP
 PK0216  MODELED GRAV-     980,511.3   (mgal)                       NAVD 88
 PK0216
 PK0216  VERT ORDER  -  FIRST     CLASS II
 PK0216
 PK0216.The horizontal coordinates were scaled from a topographic map and have
 PK0216.an estimated accuracy of +/- 6 seconds.
 PK0216
 PK0216.The orthometric height was determined by differential leveling
 PK0216.and adjusted by the National Geodetic Survey in June 1991..
 PK0216
 PK0216.The geoid height was determined by GEOID03.
 PK0216
 PK0216.The dynamic height is computed by dividing the NAVD 88
 PK0216.geopotential number by the normal gravity value computed on the
 PK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0216.degrees latitude (g = 980.6199 gals.).
 PK0216
 PK0216.The modeled gravity was interpolated from observed gravity values.
 PK0216
 PK0216;                    North         East    Units  Estimated Accuracy
 PK0216;SPC MI C     -   133,390.    6,083,080.      MT  (+/- 180 meters Scaled)
 PK0216
 PK0216                          SUPERSEDED SURVEY CONTROL
 PK0216
 PK0216.No superseded survey control is available for this station.
 PK0216
 PK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK154313(NAD 83)
 PK0216_MARKER: I = METAL ROD
 PK0216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0216_SP_SET: STAINLESS STEEL ROD
 PK0216_STAMPING: C 307 1983
 PK0216_MARK LOGO: NGS   
 PK0216_PROJECTION: FLUSH
 PK0216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0216+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0216_ROD/PIPE-DEPTH: 13.4 meters
 PK0216
 PK0216  HISTORY     - Date     Condition        Report By
 PK0216  HISTORY     - 1983     MONUMENTED       NGS
 PK0216  HISTORY     - 19960511 GOOD             USPSQD
 PK0216  HISTORY     - 20050731 GOOD             USPSQD
 PK0216
 PK0216                          STATION DESCRIPTION
 PK0216
 PK0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0216'10.6 KM (6.6 MI) NORTH FROM OSCODA.
 PK0216'10.6 KM (6.6 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0216'RIVER ROAD IN OSCODA TO THE MARK ON THE LEFT, 21.34 METERS (70.0 FT)
 PK0216'WEST OF THE CENTERLINE OF THE HIGHWAY, 21.24 METERS (69.7 FT)
 PK0216'NORTHWEST OF A COMBINATION LIGHT AND ADVERTISING POLE AT THE LAKESIDE
 PK0216'SUPERETTE, 15.0 METERS (49.2 FT) NORTH-NORTHEAST OF THE NORTHEAST
 PK0216'CORNER OF THE LAKESIDE SUPERETTE BUILDING, AND 1.92 METERS (6.3 FT)
 PK0216'EAST OF AN OAK TREE.
 PK0216'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0216'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0216
 PK0216                          STATION RECOVERY (1996)
 PK0216
 PK0216'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0216'RECOVERED IN GOOD CONDITION.
 PK0216
 PK0216                          STATION RECOVERY (2005)
 PK0216
 PK0216'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0150 ***********************************************************************
 QJ0150  DESIGNATION -  C 308
 QJ0150  PID         -  QJ0150
 QJ0150  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0150  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0150
 QJ0150                         *CURRENT SURVEY CONTROL
 QJ0150  ___________________________________________________________________
 QJ0150* NAD 83(1986)-  45 20 06.     (N)    083 36 00.     (W)     SCALED    
 QJ0150* NAVD 88     -       191.218  (meters)     627.35   (feet)  ADJUSTED  
 QJ0150  ___________________________________________________________________
 QJ0150  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 QJ0150  DYNAMIC HT  -         191.208 (meters)     627.32  (feet)  COMP
 QJ0150  MODELED GRAV-     980,559.4   (mgal)                       NAVD 88
 QJ0150
 QJ0150  VERT ORDER  -  FIRST     CLASS II
 QJ0150
 QJ0150.The horizontal coordinates were scaled from a topographic map and have
 QJ0150.an estimated accuracy of +/- 6 seconds.
 QJ0150
 QJ0150.The orthometric height was determined by differential leveling
 QJ0150.and adjusted by the National Geodetic Survey in June 1991..
 QJ0150
 QJ0150.The geoid height was determined by GEOID03.
 QJ0150
 QJ0150.The dynamic height is computed by dividing the NAVD 88
 QJ0150.geopotential number by the normal gravity value computed on the
 QJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0150.degrees latitude (g = 980.6199 gals.).
 QJ0150
 QJ0150.The modeled gravity was interpolated from observed gravity values.
 QJ0150
 QJ0150;                    North         East    Units  Estimated Accuracy
 QJ0150;SPC MI C     -   224,560.    6,060,090.      MT  (+/- 180 meters Scaled)
 QJ0150
 QJ0150                          SUPERSEDED SURVEY CONTROL
 QJ0150
 QJ0150.No superseded survey control is available for this station.
 QJ0150
 QJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL962234(NAD 83)
 QJ0150_MARKER: I = METAL ROD
 QJ0150_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0150+WITH SETTING: INFORMATION.
 QJ0150_SP_SET: SHALLOW SET METAL ROD
 QJ0150_STAMPING: C 308 1983
 QJ0150_MARK LOGO: NGS   
 QJ0150_PROJECTION: PROJECTING 3 CENTIMETERS
 QJ0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0150_ROD/PIPE-DEPTH: 2.56 meters
 QJ0150
 QJ0150  HISTORY     - Date     Condition        Report By
 QJ0150  HISTORY     - 1983     MONUMENTED       NGS
 QJ0150
 QJ0150                          STATION DESCRIPTION
 QJ0150
 QJ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0150'22.1 KM (13.75 MI) SE FROM ROGERS CITY.
 QJ0150'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY (THIRD STREET) FROM
 QJ0150'THE POST OFFICE IN ROGERS CITY, THENCE 17.2 KM (10.7 MI) SOUTHEAST
 QJ0150'ALONG U.S. HIGHWAY 23 AT A TRACK ROAD LEADING SOUTHWEST, IS SET IN A
 QJ0150'WOODED AREA NEAR THE SOUTH HIGHWAY RIGHT-OF-WAY LINE, IS 0.2 KM
 QJ0150'(0.1 MI) WEST OF A TURN OUT (REST STOP) ON THE SOUTH SIDE OF THE
 QJ0150'HIGHWAY, 28.34 METERS (93.0 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23,
 QJ0150'13.86 METERS (45.5 FT) WEST-NORTHWEST OF THE CENTER OF THE TRACK ROAD,
 QJ0150'0.79 METER (2.6 FT) SOUTHEAST OF A WOODEN FENCE POST, AND 29.56 METERS
 QJ0150'(97.0 FT) WEST OF AN EXTENDED CENTERLINE OF A TRACK ROAD LEADING NORTH
 QJ0150'OF U.S. HIGHWAY 23.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS
 QJ0150'DEPTH.
 QJ0150'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QJ0150'THE MARK IS 0.6 M BELOW HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0250 ***********************************************************************
 PK0250  DESIGNATION -  C 309
 PK0250  PID         -  PK0250
 PK0250  STATE/COUNTY-  MI/ALCONA
 PK0250  USGS QUAD   -  BLACK RIVER (1971)
 PK0250
 PK0250                         *CURRENT SURVEY CONTROL
 PK0250  ___________________________________________________________________
 PK0250* NAD 83(1986)-  44 49 04.     (N)    083 21 41.     (W)     SCALED    
 PK0250* NAVD 88     -       218.117  (meters)     715.61   (feet)  ADJUSTED  
 PK0250  ___________________________________________________________________
 PK0250  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PK0250  DYNAMIC HT  -         218.098 (meters)     715.54  (feet)  COMP
 PK0250  MODELED GRAV-     980,524.1   (mgal)                       NAVD 88
 PK0250
 PK0250  VERT ORDER  -  FIRST     CLASS II
 PK0250
 PK0250.The horizontal coordinates were scaled from a topographic map and have
 PK0250.an estimated accuracy of +/- 6 seconds.
 PK0250
 PK0250.The orthometric height was determined by differential leveling
 PK0250.and adjusted by the National Geodetic Survey in June 1991..
 PK0250
 PK0250.The geoid height was determined by GEOID03.
 PK0250
 PK0250.The dynamic height is computed by dividing the NAVD 88
 PK0250.geopotential number by the normal gravity value computed on the
 PK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0250.degrees latitude (g = 980.6199 gals.).
 PK0250
 PK0250.The modeled gravity was interpolated from observed gravity values.
 PK0250
 PK0250;                    North         East    Units  Estimated Accuracy
 PK0250;SPC MI C     -   167,300.    6,079,510.      MT  (+/- 180 meters Scaled)
 PK0250
 PK0250                          SUPERSEDED SURVEY CONTROL
 PK0250
 PK0250.No superseded survey control is available for this station.
 PK0250
 PK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK132654(NAD 83)
 PK0250_MARKER: I = METAL ROD
 PK0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0250_SP_SET: STAINLESS STEEL ROD
 PK0250_STAMPING: C 309 1983
 PK0250_MARK LOGO: NGS   
 PK0250_PROJECTION: FLUSH
 PK0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0250+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0250_ROD/PIPE-DEPTH: 8.23 meters
 PK0250
 PK0250  HISTORY     - Date     Condition        Report By
 PK0250  HISTORY     - 1983     MONUMENTED       NGS
 PK0250  HISTORY     - 19960511 GOOD             USPSQD
 PK0250  HISTORY     - 20050829 GOOD             USPSQD
 PK0250
 PK0250                          STATION DESCRIPTION
 PK0250
 PK0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0250'19.4 KM (12.05 MI) NORT FROM HARRISVILLE.
 PK0250'19.4 KM (12.05 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0250'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE
 PK0250'RIGHT, ALSO 12.1 KM (7.55 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE
 PK0250'POST OFFICE IN OSSINEKE TO THE MARK ON THE LEFT, 24.96 METERS
 PK0250'(81.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.41 METERS
 PK0250'(44.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST CABIN IN
 PK0250'A RESORT, 1.86 METERS (6.1 FT) WEST-NORTHWEST OF THE GUY WIRE ANCHOR
 PK0250'FOR A POWERLINE POLE, AND 0.91 METER (3.0 FT) EAST OF A POWERLINE POLE
 PK0250'WITH ONE GUY WIRE.
 PK0250'THE MARK IS 0.97 METERS  E FROM A WITNESS POST.
 PK0250'THE MARK IS 1.52 M ABOVE HIGHWAY.
 PK0250
 PK0250                          STATION RECOVERY (1996)
 PK0250
 PK0250'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0250'RECOVERED IN GOOD CONDITION.
 PK0250
 PK0250                          STATION RECOVERY (2005)
 PK0250
 PK0250'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0349 ***********************************************************************
 OJ0349  DESIGNATION -  C 31
 OJ0349  PID         -  OJ0349
 OJ0349  STATE/COUNTY-  MI/TUSCOLA
 OJ0349  USGS QUAD   -  VASSAR (1973)
 OJ0349
 OJ0349                         *CURRENT SURVEY CONTROL
 OJ0349  ___________________________________________________________________
 OJ0349* NAD 83(1986)-  43 22 27.     (N)    083 34 40.     (W)     SCALED    
 OJ0349* NAVD 88     -       196.418  (meters)     644.41   (feet)  ADJUSTED  
 OJ0349  ___________________________________________________________________
 OJ0349  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OJ0349  DYNAMIC HT  -         196.377 (meters)     644.28  (feet)  COMP
 OJ0349  MODELED GRAV-     980,404.3   (mgal)                       NAVD 88
 OJ0349
 OJ0349  VERT ORDER  -  FIRST     CLASS II
 OJ0349
 OJ0349.The horizontal coordinates were scaled from a topographic map and have
 OJ0349.an estimated accuracy of +/- 6 seconds.
 OJ0349
 OJ0349.The orthometric height was determined by differential leveling
 OJ0349.and adjusted by the National Geodetic Survey in June 1991..
 OJ0349
 OJ0349.The geoid height was determined by GEOID03.
 OJ0349
 OJ0349.The dynamic height is computed by dividing the NAVD 88
 OJ0349.geopotential number by the normal gravity value computed on the
 OJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0349.degrees latitude (g = 980.6199 gals.).
 OJ0349
 OJ0349.The modeled gravity was interpolated from observed gravity values.
 OJ0349
 OJ0349;                    North         East    Units  Estimated Accuracy
 OJ0349;SPC MI S     -   208,480.    4,063,930.      MT  (+/- 180 meters Scaled)
 OJ0349
 OJ0349                          SUPERSEDED SURVEY CONTROL
 OJ0349
 OJ0349  NGVD 29 (??/??/92)  196.578  (m)          644.94   (f) ADJ UNCH    1 2
 OJ0349
 OJ0349.Superseded values are not recommended for survey control.
 OJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0349.See file dsdata.txt to determine how the superseded data were derived.
 OJ0349
 OJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ911055(NAD 83)
 OJ0349_MARKER: DB = BENCH MARK DISK
 OJ0349_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0349_SP_SET: ABUTMENT
 OJ0349_STAMPING: 644.940 C 31 1930
 OJ0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0349
 OJ0349  HISTORY     - Date     Condition        Report By
 OJ0349  HISTORY     - 1930     MONUMENTED       CGS
 OJ0349  HISTORY     - 1934     GOOD             NGS
 OJ0349  HISTORY     - 19990529 GOOD             USPSQD
 OJ0349
 OJ0349                          STATION DESCRIPTION
 OJ0349
 OJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0349'AT VASSAR.
 OJ0349'AT VASSAR, TUSCOLA COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OJ0349'13 RAILS NORTH OF THE NORTH END OF THE BRIDGE OVER CASS RIVER,
 OJ0349'DIRECTLY OPPOSITE THE FROG AT THE JUNCTION OF THE BAY CITY
 OJ0349'LINE AND THE CARO BRANCH, AT THE CONCRETE AND STEEL BRIDGE
 OJ0349'OVER CASS AVENUE, AND IN THE WEST END OF THE NORTH ABUTMENT.
 OJ0349'A STANDARD DISK, STAMPED 644.940 C 31 1930.
 OJ0349
 OJ0349                          STATION RECOVERY (1999)
 OJ0349
 OJ0349'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0095 ***********************************************************************
 QJ0095  DESIGNATION -  C 310
 QJ0095  PID         -  QJ0095
 QJ0095  STATE/COUNTY-  MI/ALPENA
 QJ0095  USGS QUAD   -  ALPENA (1971)
 QJ0095
 QJ0095                         *CURRENT SURVEY CONTROL
 QJ0095  ___________________________________________________________________
 QJ0095* NAD 83(1986)-  45 03 02.     (N)    083 26 35.     (W)     SCALED    
 QJ0095* NAVD 88     -       177.758  (meters)     583.19   (feet)  ADJUSTED  
 QJ0095  ___________________________________________________________________
 QJ0095  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 QJ0095  DYNAMIC HT  -         177.746 (meters)     583.15  (feet)  COMP
 QJ0095  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 QJ0095
 QJ0095  VERT ORDER  -  FIRST     CLASS II
 QJ0095
 QJ0095.The horizontal coordinates were scaled from a topographic map and have
 QJ0095.an estimated accuracy of +/- 6 seconds.
 QJ0095
 QJ0095.The orthometric height was determined by differential leveling
 QJ0095.and adjusted by the National Geodetic Survey in June 1991..
 QJ0095
 QJ0095.The geoid height was determined by GEOID03.
 QJ0095
 QJ0095.The dynamic height is computed by dividing the NAVD 88
 QJ0095.geopotential number by the normal gravity value computed on the
 QJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0095.degrees latitude (g = 980.6199 gals.).
 QJ0095
 QJ0095.The modeled gravity was interpolated from observed gravity values.
 QJ0095
 QJ0095;                    North         East    Units  Estimated Accuracy
 QJ0095;SPC MI C     -   193,080.    6,072,750.      MT  (+/- 180 meters Scaled)
 QJ0095
 QJ0095                          SUPERSEDED SURVEY CONTROL
 QJ0095
 QJ0095.No superseded survey control is available for this station.
 QJ0095
 QJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK076914(NAD 83)
 QJ0095_MARKER: I = METAL ROD
 QJ0095_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0095_SP_SET: STAINLESS STEEL ROD
 QJ0095_STAMPING: C 310 1983
 QJ0095_MARK LOGO: NGS   
 QJ0095_PROJECTION: FLUSH
 QJ0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0095_ROD/PIPE-DEPTH: 7.31 meters
 QJ0095
 QJ0095  HISTORY     - Date     Condition        Report By
 QJ0095  HISTORY     - 1983     MONUMENTED       NGS
 QJ0095  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0095
 QJ0095                          STATION DESCRIPTION
 QJ0095
 QJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0095'2.7 KM (1.65 MI) SOUTH FROM ALPENA.
 QJ0095'2.6 KM (1.6 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0095'ALPENA, THENCE 0.1 KM (0.05 MI) EAST ALONG BLAIR STREET TO THE MARK ON
 QJ0095'THE RIGHT, 87.14 METERS (285.9 FT) EAST OF THE CENTERLINE OF U.S.
 QJ0095'HIGHWAY 23, 24.75 METERS (81.2 FT) EAST OF THE WEST END OF A CHAIN
 QJ0095'LINK FENCE, 15.18 METERS (49.8 FT) WEST OF THE EAST END OF A CHAIN
 QJ0095'LINK FENCE, 17.07 METERS (56.0 FT) SOUTH OF A POWERLINE POLE WITH ONE
 QJ0095'GUY WIRE, AND 0.36 METER (1.2 FT) NORTH OF A CHAIN LINK FENCE LINE.
 QJ0095'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
 QJ0095'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0095
 QJ0095                          STATION RECOVERY (1999)
 QJ0095
 QJ0095'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0447 ***********************************************************************
 QK0447  DESIGNATION -  C 311
 QK0447  PID         -  QK0447
 QK0447  STATE/COUNTY-  MI/EMMET
 QK0447  USGS QUAD   -  DEADMANS HILL (1986)
 QK0447
 QK0447                         *CURRENT SURVEY CONTROL
 QK0447  ___________________________________________________________________
 QK0447* NAD 83(1986)-  45 22 12.     (N)    084 58 30.     (W)     SCALED    
 QK0447* NAVD 88     -       205.674  (meters)     674.78   (feet)  ADJUSTED  
 QK0447  ___________________________________________________________________
 QK0447  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0447  DYNAMIC HT  -         205.668 (meters)     674.76  (feet)  COMP
 QK0447  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QK0447
 QK0447  VERT ORDER  -  FIRST     CLASS II
 QK0447
 QK0447.The horizontal coordinates were scaled from a topographic map and have
 QK0447.an estimated accuracy of +/- 6 seconds.
 QK0447
 QK0447.The orthometric height was determined by differential leveling
 QK0447.and adjusted by the National Geodetic Survey in June 1991..
 QK0447
 QK0447.The geoid height was determined by GEOID03.
 QK0447
 QK0447.The dynamic height is computed by dividing the NAVD 88
 QK0447.geopotential number by the normal gravity value computed on the
 QK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0447.degrees latitude (g = 980.6199 gals.).
 QK0447
 QK0447.The modeled gravity was interpolated from observed gravity values.
 QK0447
 QK0447;                    North         East    Units  Estimated Accuracy
 QK0447;SPC MI C     -   228,350.    5,952,350.      MT  (+/- 180 meters Scaled)
 QK0447
 QK0447                          SUPERSEDED SURVEY CONTROL
 QK0447
 QK0447.No superseded survey control is available for this station.
 QK0447
 QK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR585260(NAD 83)
 QK0447_MARKER: I = METAL ROD
 QK0447_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0447_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0447_STAMPING: C 311 1984
 QK0447_MARK LOGO: NGS   
 QK0447_PROJECTION: FLUSH
 QK0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0447+STABILITY: POSITION/ELEVATION WELL
 QK0447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0447+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2001
 QK0447_ROD/PIPE-DEPTH: 8.5  meters
 QK0447_SLEEVE-DEPTH  : 3.3 meters
 QK0447
 QK0447  HISTORY     - Date     Condition        Report By
 QK0447  HISTORY     - 1984     MONUMENTED       NGS
 QK0447  HISTORY     - 20010124 GOOD             USPSQD
 QK0447  HISTORY     - 20011124 GOOD             USPSQD
 QK0447
 QK0447                          STATION DESCRIPTION
 QK0447
 QK0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0447'0.32 KM (0.2 MI) SW FROM PETOSKEY.
 QK0447'0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0447'U.S. HIGHWAY 131 IN PETOSKEY, AT THE EMMET COUNTY MAINTANCE BUILDING,
 QK0447'31.4 METERS (103.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0447'8.9 METERS (29.4 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE VEHICLE
 QK0447'ENTRANCE INTO THE BUILDING, 8.3 METERS (27.3 FT) SOUTH-SOUTHWEST OF
 QK0447'THE SOUTHEAST CORNER OF THE MAINTANCE BUILDING, AND 2.5 METERS
 QK0447'(8.4 FT) EAST OF A FLAGPOLE.
 QK0447'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 QK0447
 QK0447                          STATION RECOVERY (2001)
 QK0447
 QK0447'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0447'RECOVERED IN GOOD CONDITION.
 QK0447
 QK0447                          STATION RECOVERY (2001)
 QK0447
 QK0447'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0478 ***********************************************************************
 QK0478  CBN         -  This is a Cooperative Base Network Control Station.
 QK0478  DESIGNATION -  C 312
 QK0478  PID         -  QK0478
 QK0478  STATE/COUNTY-  MI/CHARLEVOIX
 QK0478  USGS QUAD   -  
 QK0478
 QK0478                         *CURRENT SURVEY CONTROL
 QK0478  ___________________________________________________________________
 QK0478* NAD 83(1994)-  45 12 56.63316(N)    085 20 55.26514(W)     ADJUSTED  
 QK0478* NAVD 88     -       245.345  (meters)     804.94   (feet)  ADJUSTED  
 QK0478  ___________________________________________________________________
 QK0478  X           -     364,973.493 (meters)                     COMP
 QK0478  Y           -  -4,485,931.796 (meters)                     COMP
 QK0478  Z           -   4,504,418.794 (meters)                     COMP
 QK0478  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 QK0478  ELLIP HEIGHT-         210.50  (meters)          (07/12/02) GPS OBS
 QK0478  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 QK0478  DYNAMIC HT  -         245.341 (meters)     804.92  (feet)  COMP
 QK0478  MODELED GRAV-     980,593.6   (mgal)                       NAVD 88
 QK0478
 QK0478  HORZ ORDER  -  B
 QK0478  VERT ORDER  -  FIRST     CLASS II
 QK0478  ELLP ORDER  -  FOURTH    CLASS II
 QK0478
 QK0478.The horizontal coordinates were established by GPS observations
 QK0478.and adjusted by the National Geodetic Survey in September 1995..
 QK0478
 QK0478.The orthometric height was determined by differential leveling
 QK0478.and adjusted by the National Geodetic Survey in June 1991..
 QK0478
 QK0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0478
 QK0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0478
 QK0478.The ellipsoidal height was determined by GPS observations
 QK0478.and is referenced to NAD 83.
 QK0478
 QK0478.The geoid height was determined by GEOID03.
 QK0478
 QK0478.The dynamic height is computed by dividing the NAVD 88
 QK0478.geopotential number by the normal gravity value computed on the
 QK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0478.degrees latitude (g = 980.6199 gals.).
 QK0478
 QK0478.The modeled gravity was interpolated from observed gravity values.
 QK0478
 QK0478;                    North         East     Units Scale Factor Converg.
 QK0478;SPC MI C     -   211,491.876 5,922,869.840   MT  0.99992398   -0 41 37.3
 QK0478;SPC MI C     -   693,870.98 19,431,987.66   iFT  0.99992398   -0 41 37.3
 QK0478;UTM  16      - 5,008,242.226   629,659.471   MT  0.99980671   +1 10 19.9
 QK0478
 QK0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0478!SPC MI C     -   0.99996700  x   0.99992398  =   0.99989098
 QK0478!UTM  16      -   0.99996700  x   0.99980671  =   0.99977371
 QK0478
 QK0478                          SUPERSEDED SURVEY CONTROL
 QK0478
 QK0478  ELLIP H (09/20/95)  210.51   (m)                       GP(       ) 1 2
 QK0478  NAVD 88 (09/20/95)  245.34   (m)          804.9    (f) LEVELING    3  
 QK0478
 QK0478.Superseded values are not recommended for survey control.
 QK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0478.See file dsdata.txt to determine how the superseded data were derived.
 QK0478
 QK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2965908242(NAD 83)
 QK0478_MARKER: DD = SURVEY DISK
 QK0478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0478_SP_SET: STAINLESS STEEL ROD
 QK0478_STAMPING: C 312 1984
 QK0478_MARK LOGO: NGS   
 QK0478_PROJECTION: FLUSH
 QK0478_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0478+STABILITY: SURFACE MOTION
 QK0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0478+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 QK0478_ROD/PIPE-DEPTH: 5.4  meters
 QK0478
 QK0478  HISTORY     - Date     Condition        Report By
 QK0478  HISTORY     - 1984     MONUMENTED       NGS
 QK0478  HISTORY     - 19940520 GOOD             NGS
 QK0478  HISTORY     - 19941026 SEE DESCRIPTION  MIDT
 QK0478  HISTORY     - 19980818 GOOD             WADTRI
 QK0478  HISTORY     - 20010524 GOOD             INDIV
 QK0478  HISTORY     - 20040811 GOOD             ADVGEO
 QK0478
 QK0478                          STATION DESCRIPTION
 QK0478
 QK0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0478'14.5 KM (9.1 MI) SOUTH FROM CHARLEVOIX.
 QK0478'14.5 KM (9.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0478'IN CHARLEVOIX, ACROSS THE HIGHWAY FROM GENEIT ROAD LEADING WEST, 18.5
 QK0478'METERS (61.0 FT) SOUTHEAST OF THE CENTERLINE, 32.0 METERS (105.0 FT)
 QK0478'SOUTHEAST OF T-JUNCTION OF GENEIT ROAD, AND 11.6 METERS (38.0 FT)
 QK0478'NORTH OF THE CENTERLI OF A GRAVEL ROAD LEADING SOUTHEAST.
 QK0478'THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
 QK0478'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 QK0478
 QK0478                          STATION RECOVERY (1994)
 QK0478
 QK0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0478'STATION IS LOCATED IN QUAD 450852, ABOUT 9 MI (14.5 KM) SOUTHWEST OF
 QK0478'CHARLEVOIX, 2 MI (3.2 KM) EAST OF LAKE MICHIGAN, AND IN THE NORTHEAST
 QK0478'1/4 OF SECTION 34, T 33 N, R 9 W, NORWOOD TOWNSHIP.  TO REACH FROM THE
 QK0478'DRAWBRIDGE IN CHARLEVOIX, GO SOUTHWEST ALONG U.S.  HIGHWAY 31 FOR 9.6
 QK0478'MI (15.4 KM) TO GENNETT ROAD LEADING WEST AND THE STATION ON THE LEFT.
 QK0478'ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS 61.0 FT (18.6 M)
 QK0478'EAST OF THE CENTERLINE OF HIGHWAY 31, 105.0 FT (32.0 M) SOUTHEAST OF
 QK0478'THE CENTER OF THE JUNCTION OF GENNETT ROAD, AND 38.0 FT (11.6 M)
 QK0478'NORTHEAST FROM THE CENTERLINE OF A GRAVEL ROAD LEADING TO THE
 QK0478'SOUTHEAST.
 QK0478
 QK0478                          STATION RECOVERY (1994)
 QK0478
 QK0478'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 QK0478'STATION IS LOCATED IN QUAD 450852 ON THE ATWOOD QUADRANGLE MAP.  IT IS
 QK0478'IN THE SOUTHEAST 1/4 OF SECTION 36, T-33-N, R-9-W, NORWOOD TOWNSHIP.
 QK0478'ABOUT 10.0 MI (16.1 KM) SOUTH OF CHARLEVOIX, 2.5 MI (4.0 KM) NORTH OF
 QK0478'ATWOOD, 2.0 MI (3.2 KM) EAST OF LAKE MICHIGAN AT NORWOOD, AND ON U.S.
 QK0478'HIGHWAY 31 RIGHT-OF-WAY. TO REACH FROM THE U.S.  HIGHWAY 31 DRAWBRIDGE
 QK0478'IN CHARLEVOIX, GO SOUTH ALONG U.S. HIGHWAY 31 FOR 9.7 MI (15.6 KM) TO
 QK0478'THE STATION ON THE LEFT ACROSS THE HIGHWAY FROM GENEIT ROAD LEADING
 QK0478'WEST AND ON THE NORTHERLY SIDE OF A SEASONAL ROAD LEADING EAST.
 QK0478'NOTE--ORIGINAL DESCRIPTION STATES THE STATION IS 9.1 MI (14.6 KM) FROM
 QK0478'DRAWBRIDGE, THIS IS IN ERROR AND SHOULD READ 9.7 MI (15.6 KM) AS
 QK0478'STATED ABOVE. STATION IS 105.0 FT (32.0 M) SOUTHEASTERLY FROM
 QK0478'T-JUNCTION OF GENEIT ROAD TO WEST, 61.0 FT (18.6 M) EAST FROM CENTER
 QK0478'OF U.S.  HIGHWAY 31, 38.0 FT (11.6 M) NORTH FROM THE CENTER OF A
 QK0478'SEASONAL ROAD LEADING EAST, 7.5 FT (2.3 M) WEST FROM TOP OF BANK, 1.5
 QK0478'FT (0.5 M) NORTH FROM A CARSONITE WITNESS POST, AND 1.0 FT (0.3 M)
 QK0478'SOUTH FROM ANOTHER CARSONITE WITNESS POST. NOTE--STATION IS LOOSE IN
 QK0478'SLEEVE.  IT WIGGLES HORIZONTALLY UNDER PRESSURE WITH HAND, IT MAY ALSO
 QK0478'BE RAISED WITH THE HAND, BUT SEEMS TO COME TO REST ON SOMETHING VERY
 QK0478'SOLID IN THE SUBSURFACE, PROBABLY HOLDS THE ELEVATION OK.
 QK0478
 QK0478                          STATION RECOVERY (1998)
 QK0478
 QK0478'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 QK0478'RECOVERED AS DESCRIBED BY WADE-TRIM INC.  1998 14.5 KM (9.00 MI) SOUTH
 QK0478'FROM CHARLEVOOIX.  14.5 KM (9.00 MI) SOUTHWEST ALONG U.S.  HIGHWAY 31
 QK0478'FROM THE DRAWBRIDGE IN CHARLEVOIX, ACROSS THE HIGHWAY FROM GENEIT ROAD
 QK0478'LEADING WEST, 18.5 METERS (60.7 FT) SOUTHEAST OF THE CENTERLINE, 32.0
 QK0478'METERS (105.0 FT) SOUTHEAST OF T-JUNCTION OF GENEIT ROAD, AND 11.6
 QK0478'METERS (38.1 FT) NORTH OF THE CENTERLINE OF A GRAVAL ROAD LEADING
 QK0478'SOUTHEAST.  0.5 METERS (1.6 FT) NORTH FROM A WITNESS POST.  THE MARK
 QK0478'IS 0.3 METERS (1.0 FT) BELOW CENTERLINE OF HIGHWAY.
 QK0478
 QK0478                          STATION RECOVERY (2001)
 QK0478
 QK0478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0478'THE ROAD PUBLISHED AS GENEIT ROAD IS ACTUALLY GENNETT ROAD.
 QK0478'STATION IS MIDWAY BETWEEN TWO WITNESS POSTS.
 QK0478
 QK0478                          STATION RECOVERY (2004)
 QK0478
 QK0478'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (GTR)
 QK0478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0398 ***********************************************************************
 PL0398  DESIGNATION -  C 314
 PL0398  PID         -  PL0398
 PL0398  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0398  USGS QUAD   -  
 PL0398
 PL0398                         *CURRENT SURVEY CONTROL
 PL0398  ___________________________________________________________________
 PL0398* NAD 83(1986)-  44 40 05.     (N)    085 40 40.     (W)     SCALED    
 PL0398* NAVD 88     -       267.772  (meters)     878.52   (feet)  ADJUSTED  
 PL0398  ___________________________________________________________________
 PL0398  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 PL0398  DYNAMIC HT  -         267.745 (meters)     878.43  (feet)  COMP
 PL0398  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 PL0398
 PL0398  VERT ORDER  -  FIRST     CLASS II
 PL0398
 PL0398.The horizontal coordinates were scaled from a topographic map and have
 PL0398.an estimated accuracy of +/- 6 seconds.
 PL0398
 PL0398.The orthometric height was determined by differential leveling
 PL0398.and adjusted by the National Geodetic Survey in June 1991..
 PL0398
 PL0398.The geoid height was determined by GEOID03.
 PL0398
 PL0398.The dynamic height is computed by dividing the NAVD 88
 PL0398.geopotential number by the normal gravity value computed on the
 PL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0398.degrees latitude (g = 980.6199 gals.).
 PL0398
 PL0398.The modeled gravity was interpolated from observed gravity values.
 PL0398
 PL0398;                    North         East    Units  Estimated Accuracy
 PL0398;SPC MI C     -   151,010.    5,896,040.      MT  (+/- 180 meters Scaled)
 PL0398
 PL0398                          SUPERSEDED SURVEY CONTROL
 PL0398
 PL0398.No superseded survey control is available for this station.
 PL0398
 PL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ048469(NAD 83)
 PL0398_MARKER: I = METAL ROD
 PL0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0398_SP_SET: STAINLESS STEEL ROD
 PL0398_STAMPING: C 314 1984
 PL0398_MARK LOGO: NGS   
 PL0398_PROJECTION: FLUSH
 PL0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0398_ROD/PIPE-DEPTH: 23.2 meters
 PL0398
 PL0398  HISTORY     - Date     Condition        Report By
 PL0398  HISTORY     - 1984     MONUMENTED       NGS
 PL0398  HISTORY     - 19971029 GOOD             USPSQD
 PL0398
 PL0398                          STATION DESCRIPTION
 PL0398
 PL0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0398'1.7 KM (1.1 MI) WEST FROM CHUMS CORNER.
 PL0398'1.76 KM (1.15 MI) WEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF M 37
 PL0398'AT CHUMS CORNER, AT A GRAVEL ROAD LEADING WEST, ALSO 1.44 KM (0.9 MI)
 PL0398'EAST OF A T-JUNCTION OF U.S. HIGHWAY 31 AND STATE STREET LEADING SOUTH
 PL0398'IN GRAWN, 23.10 METERS (75.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 PL0398'HIGHWAY, 24.68 METERS (81.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF A
 PL0398'GRAVEL ROAD LEADING WEST, AND 0.60 METERS (2.0 FT) SOUTHWEST OF A
 PL0398'POWERLINE POLE NUMBERED CN1/37/3.
 PL0398'THE MARK IS 0.7 METERS  W FROM A WITNESS POST.
 PL0398'THE MARK IS 1.5 M ABOVE CENTERLINE OF HIGHWAY.
 PL0398
 PL0398                          STATION RECOVERY (1997)
 PL0398
 PL0398'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0291 ***********************************************************************
 OL0291  DESIGNATION -  C 315
 OL0291  PID         -  OL0291
 OL0291  STATE/COUNTY-  MI/MASON
 OL0291  USGS QUAD   -  
 OL0291
 OL0291                         *CURRENT SURVEY CONTROL
 OL0291  ___________________________________________________________________
 OL0291* NAD 83(1986)-  43 57 18.     (N)    086 17 54.     (W)     SCALED    
 OL0291* NAVD 88     -       210.489  (meters)     690.58   (feet)  ADJUSTED  
 OL0291  ___________________________________________________________________
 OL0291  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OL0291  DYNAMIC HT  -         210.453 (meters)     690.46  (feet)  COMP
 OL0291  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 OL0291
 OL0291  VERT ORDER  -  FIRST     CLASS II
 OL0291
 OL0291.The horizontal coordinates were scaled from a topographic map and have
 OL0291.an estimated accuracy of +/- 6 seconds.
 OL0291
 OL0291.The orthometric height was determined by differential leveling
 OL0291.and adjusted by the National Geodetic Survey in June 1991..
 OL0291
 OL0291.The geoid height was determined by GEOID03.
 OL0291
 OL0291.The dynamic height is computed by dividing the NAVD 88
 OL0291.geopotential number by the normal gravity value computed on the
 OL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0291.degrees latitude (g = 980.6199 gals.).
 OL0291
 OL0291.The modeled gravity was interpolated from observed gravity values.
 OL0291
 OL0291;                    North         East    Units  Estimated Accuracy
 OL0291;SPC MI C     -    72,780.    5,844,960.      MT  (+/- 180 meters Scaled)
 OL0291
 OL0291                          SUPERSEDED SURVEY CONTROL
 OL0291
 OL0291.No superseded survey control is available for this station.
 OL0291
 OL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP562671(NAD 83)
 OL0291_MARKER: I = METAL ROD
 OL0291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0291_SP_SET: STAINLESS STEEL ROD
 OL0291_STAMPING: C 315 1984
 OL0291_MARK LOGO: NGS   
 OL0291_PROJECTION: FLUSH
 OL0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0291+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0291_ROD/PIPE-DEPTH: 18.3 meters
 OL0291
 OL0291  HISTORY     - Date     Condition        Report By
 OL0291  HISTORY     - 1984     MONUMENTED       NGS
 OL0291  HISTORY     - 19950909 GOOD             USPSQD
 OL0291  HISTORY     - 19961024 GOOD             USPSQD
 OL0291  HISTORY     - 20010815 GOOD             NGS
 OL0291  HISTORY     - 20040423 GOOD             USPSQD
 OL0291
 OL0291                          STATION DESCRIPTION
 OL0291
 OL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0291'1.9 KM (1.2 MI) WEST FROM SCOTTVILLE.
 OL0291'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0291'SCOTTVILLE, THENCE 1.5 KM (0.95 MI) WEST ALONG U.S. HIGHWAY 10 AT THE
 OL0291'OUR SAVIOUR LUTHERAN CHURCH AND SET IN THE NORTH LAWN IN FRONT OF THE
 OL0291'STONE WALL CHURCH SIGN, 37.03 METERS (121.5 FT) SOUTH OF THE
 OL0291'CENTERLINE OF THE HIGHWAY, 52.57 METERS (172.5 FT) EAST OF THE CENTER
 OL0291'OF THE WEST DRIVEWAY ENTRANCE TO THE CHURCH, 50.17 METERS (164.6 FT)
 OL0291'NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 41.14 METERS
 OL0291'(135.0 FT) NORTH OF THE MAIN ENTRANCE OF THE CHURCH, 1.76 METERS
 OL0291'(5.8 FT) EAST-NORTHEAST OF THE WEST END OF THE STONE WALL SUPPORTING
 OL0291'THE CHURCH SIGN, 1.70 METERS (5.6 FT) WEST-NORTHWEST OF THE EAST END
 OL0291'OF THE STONE WALL AND 0.7 METER (2.6 FT) NORTH OF THE NORTH FACE OF
 OL0291'THE STONE WALL.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 OL0291'THE MARK IS 0.70 METERS  N FROM A WITNESS POST.
 OL0291'THE MARK IS 0.60 M ABOVE HIGHWAY.
 OL0291
 OL0291                          STATION RECOVERY (1995)
 OL0291
 OL0291'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0291'RECOVERED IN GOOD CONDITION.
 OL0291
 OL0291                          STATION RECOVERY (1996)
 OL0291
 OL0291'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0291'RECOVERED IN GOOD CONDITION.
 OL0291
 OL0291                          STATION RECOVERY (2001)
 OL0291
 OL0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0291'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0291
 OL0291                          STATION RECOVERY (2004)
 OL0291
 OL0291'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0335 ***********************************************************************
 OL0335  DESIGNATION -  C 316
 OL0335  PID         -  OL0335
 OL0335  STATE/COUNTY-  MI/OCEANA
 OL0335  USGS QUAD   -  
 OL0335
 OL0335                         *CURRENT SURVEY CONTROL
 OL0335  ___________________________________________________________________
 OL0335* NAD 83(1986)-  43 36 08.     (N)    086 22 08.     (W)     SCALED    
 OL0335* NAVD 88     -       239.776  (meters)     786.67   (feet)  ADJUSTED  
 OL0335  ___________________________________________________________________
 OL0335  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OL0335  DYNAMIC HT  -         239.729 (meters)     786.51  (feet)  COMP
 OL0335  MODELED GRAV-     980,418.6   (mgal)                       NAVD 88
 OL0335
 OL0335  VERT ORDER  -  FIRST     CLASS II
 OL0335
 OL0335.The horizontal coordinates were scaled from a topographic map and have
 OL0335.an estimated accuracy of +/- 6 seconds.
 OL0335
 OL0335.The orthometric height was determined by differential leveling
 OL0335.and adjusted by the National Geodetic Survey in June 1991..
 OL0335
 OL0335.The geoid height was determined by GEOID03.
 OL0335
 OL0335.The dynamic height is computed by dividing the NAVD 88
 OL0335.geopotential number by the normal gravity value computed on the
 OL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0335.degrees latitude (g = 980.6199 gals.).
 OL0335
 OL0335.The modeled gravity was interpolated from observed gravity values.
 OL0335
 OL0335;                    North         East    Units  Estimated Accuracy
 OL0335;SPC MI S     -   235,440.    3,838,360.      MT  (+/- 180 meters Scaled)
 OL0335
 OL0335                          SUPERSEDED SURVEY CONTROL
 OL0335
 OL0335.No superseded survey control is available for this station.
 OL0335
 OL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP509278(NAD 83)
 OL0335_MARKER: I = METAL ROD
 OL0335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0335_SP_SET: STAINLESS STEEL ROD
 OL0335_STAMPING: C 316 1984
 OL0335_MARK LOGO: NGS   
 OL0335_PROJECTION: FLUSH
 OL0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0335+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 OL0335_ROD/PIPE-DEPTH: 20.7 meters
 OL0335
 OL0335  HISTORY     - Date     Condition        Report By
 OL0335  HISTORY     - 1984     MONUMENTED       NGS
 OL0335  HISTORY     - 19940820 GOOD             USPSQD
 OL0335  HISTORY     - 20010928 GOOD             USPSQD
 OL0335  HISTORY     - 20041014 GOOD             USPSQD
 OL0335
 OL0335                          STATION DESCRIPTION
 OL0335
 OL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0335'0.8 KM (0.5 MI) SOUTH FROM SHELBY.
 OL0335'0.8 KM (0.5 MI) SOUTH ALONG STATE STREET (OCEANA HIGHWAY) FROM A FIVE
 OL0335'POINT INTERSECTION OF FIRST STREET WEST, MICHIGAN AVENUE, AND STATE
 OL0335'STREET IN SHELBY, AT AN OLD RAILROAD BED CROSSING, 0.1 KM (0.05 MI)
 OL0335'NORTHEAST OF KELLY ROAD, 7.25 METERS (23.8 FT) WEST-NORTHWEST OF THE
 OL0335'CENTERLINE OF STATE STREET, 23.65 METERS (77.6 FT) NORTH AND ACROSS
 OL0335'THE HIGHWAY FROM A POWERLINE POLE, 5.33 METERS (17.5 FT) EAST OF THE
 OL0335'CENTER OF THE OLD RAILROAD BED, 0.57 METERS (1.9 FT) WEST OF A
 OL0335'TELEPHONE WITH A GUY WIRE ANCHORED TO THE TOP OF A RAILROAD RAIL, AND
 OL0335'0.67 METERS (2.2 FT) SOUTHEAST OF THE RAILROAD RAIL PROJECTING
 OL0335'0.88 METERS (2.9 FT).  NOTE, DRIVING RATE EXCEEDED AND ANCHORED.
 OL0335'THE MARK IS 0.3 METERS  SSW FROM A WITNESS POST.
 OL0335'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0335
 OL0335                          STATION RECOVERY (1994)
 OL0335
 OL0335'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2001)
 OL0335
 OL0335'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0335'RECOVERED IN GOOD CONDITION.
 OL0335
 OL0335                          STATION RECOVERY (2004)
 OL0335
 OL0335'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0368 ***********************************************************************
 OL0368  DESIGNATION -  C 317
 OL0368  PID         -  OL0368
 OL0368  STATE/COUNTY-  MI/MUSKEGON
 OL0368  USGS QUAD   -  MUSKEGON WEST (1980)
 OL0368
 OL0368                         *CURRENT SURVEY CONTROL
 OL0368  ___________________________________________________________________
 OL0368* NAD 83(1986)-  43 12 38.     (N)    086 15 15.     (W)     SCALED    
 OL0368* NAVD 88     -       190.185  (meters)     623.97   (feet)  ADJUSTED  
 OL0368  ___________________________________________________________________
 OL0368  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 OL0368  DYNAMIC HT  -         190.144 (meters)     623.83  (feet)  COMP
 OL0368  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 OL0368
 OL0368  VERT ORDER  -  FIRST     CLASS II
 OL0368
 OL0368.The horizontal coordinates were scaled from a topographic map and have
 OL0368.an estimated accuracy of +/- 6 seconds.
 OL0368
 OL0368.The orthometric height was determined by differential leveling
 OL0368.and adjusted by the National Geodetic Survey in June 1991..
 OL0368
 OL0368.The geoid height was determined by GEOID03.
 OL0368
 OL0368.The dynamic height is computed by dividing the NAVD 88
 OL0368.geopotential number by the normal gravity value computed on the
 OL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0368.degrees latitude (g = 980.6199 gals.).
 OL0368
 OL0368.The modeled gravity was interpolated from observed gravity values.
 OL0368
 OL0368;                    North         East    Units  Estimated Accuracy
 OL0368;SPC MI S     -   191,730.    3,846,640.      MT  (+/- 180 meters Scaled)
 OL0368
 OL0368                          SUPERSEDED SURVEY CONTROL
 OL0368
 OL0368.No superseded survey control is available for this station.
 OL0368
 OL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN605844(NAD 83)
 OL0368_MARKER: I = METAL ROD
 OL0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0368_SP_SET: STAINLESS STEEL ROD
 OL0368_STAMPING: C 317 1984
 OL0368_MARK LOGO: NGS   
 OL0368_PROJECTION: FLUSH
 OL0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0368_ROD/PIPE-DEPTH: 15.8 meters
 OL0368
 OL0368  HISTORY     - Date     Condition        Report By
 OL0368  HISTORY     - 1984     MONUMENTED       NGS
 OL0368  HISTORY     - 19940802 GOOD             USPSQD
 OL0368
 OL0368                          STATION DESCRIPTION
 OL0368
 OL0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0368'IN MUSKEGON HEIGHTS.
 OL0368'IN MUSKEGON HEIGHTS, LOCATED AT THE NORTHEAST CORNER OF THE
 OL0368'INTERSECTION OF PARK STREET AND WEST BARNEY AVENUE, AT THE BEHLER
 OL0368'YOUNG COMPANY, AT 2240 PARK STREET, 7.22 METERS (23.7 FT) EAST OF THE
 OL0368'CENTER OF PARK STREET, 18.44 METERS (60.5 FT) NORTH OF THE CENTER OF
 OL0368'WEST BARNEY AVENUE, 10.05 METERS (33.0 FT) NORTHEAST OF THE NORTHEAST
 OL0368'RAIL OF THE CHESAPEAKE AND OHIO RAILROAD, 5.39 METERS (17.7 FT)
 OL0368'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BEHLER YOUNG COMPANY (BRICK
 OL0368'BUILDING), 1.82 METERS (6.0 FT) SOUTH OF THE SOUTH ONE OF TWO GUY WIRE
 OL0368'ANCHORS, AND 0.76 METERS (2.5 FT) NORTH OF A POWERLINE POLE.  NOTE,
 OL0368'DRIVING RATE MET AND ANCHORED.
 OL0368'THE MARK IS 1.95 METERS  S FROM A WITNESS POST.
 OL0368'THE MARK IS ABOVE LEVEL WITH PARK STREET.
 OL0368
 OL0368                          STATION RECOVERY (1994)
 OL0368
 OL0368'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0243 ***********************************************************************
 PM0243  DESIGNATION -  C 318
 PM0243  PID         -  PM0243
 PM0243  STATE/COUNTY-  MI/MANISTEE
 PM0243  USGS QUAD   -  
 PM0243
 PM0243                         *CURRENT SURVEY CONTROL
 PM0243  ___________________________________________________________________
 PM0243* NAD 83(1986)-  44 22 31.     (N)    086 00 28.     (W)     SCALED    
 PM0243* NAVD 88     -       227.372  (meters)     745.97   (feet)  ADJUSTED  
 PM0243  ___________________________________________________________________
 PM0243  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 PM0243  DYNAMIC HT  -         227.343 (meters)     745.87  (feet)  COMP
 PM0243  MODELED GRAV-     980,486.9   (mgal)                       NAVD 88
 PM0243  OBS GRAVITY -     980,486.1   (mgal)                       GRAV_OBS
 PM0243
 PM0243  VERT ORDER  -  FIRST     CLASS II
 PM0243
 PM0243.The horizontal coordinates were scaled from a topographic map and have
 PM0243.an estimated accuracy of +/- 6 seconds.
 PM0243
 PM0243.The orthometric height was determined by differential leveling
 PM0243.and adjusted by the National Geodetic Survey in June 1991..
 PM0243
 PM0243.The geoid height was determined by GEOID03.
 PM0243
 PM0243.The dynamic height is computed by dividing the NAVD 88
 PM0243.geopotential number by the normal gravity value computed on the
 PM0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0243.degrees latitude (g = 980.6199 gals.).
 PM0243
 PM0243.The modeled gravity was interpolated from observed gravity values.
 PM0243.The observed gravity was obtained from relative gravimeter ties
 PM0243.to the IGSN71 gravity network.
 PM0243
 PM0243;                    North         East    Units  Estimated Accuracy
 PM0243;SPC MI C     -   118,960.    5,869,220.      MT  (+/- 180 meters Scaled)
 PM0243
 PM0243                          SUPERSEDED SURVEY CONTROL
 PM0243
 PM0243.No superseded survey control is available for this station.
 PM0243
 PM0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ790140(NAD 83)
 PM0243_MARKER: I = METAL ROD
 PM0243_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0243_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PM0243_STAMPING: C 318 1984
 PM0243_MARK LOGO: NGS   
 PM0243_PROJECTION: RECESSED 5 CENTIMETERS
 PM0243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0243+STABILITY: POSITION/ELEVATION WELL
 PM0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0243+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0243_ROD/PIPE-DEPTH: 20.7 meters
 PM0243_SLEEVE-DEPTH  : 3.0 meters
 PM0243
 PM0243  HISTORY     - Date     Condition        Report By
 PM0243  HISTORY     - 1984     MONUMENTED       NGS
 PM0243  HISTORY     - 19961001 GOOD             USPSQD
 PM0243  HISTORY     - 20010331 GOOD             NGS
 PM0243  HISTORY     - 20040424 GOOD             USPSQD
 PM0243
 PM0243                          STATION DESCRIPTION
 PM0243
 PM0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0243'IN KALEVA.
 PM0243'IN KALEVA, NEAR THE JUNCTION OF KAUKO STREET AND SAMPO AVENUE, AT THE
 PM0243'SOUTHWEST CORNER OF KALEVA ELEMENTARY SCHOOL, 7.7 METERS (25.2 FT)
 PM0243'EAST OF THE EAST CURB OF KAUKO STREET, 4.3 METERS (14.2 FT) SOUTHWEST
 PM0243'OF THE SOUTHWEST CORNER OF THE SCHOOL BUILDING, 4.0 METERS (13.2 FT)
 PM0243'EAST OF THE EAST EDGE OF THE NORTH-SOUTH STREET SIDEWALK, 1.1 METERS
 PM0243'(3.7 FT) SOUTH OF THE SOUTH EDGE OF THE EAST-WEST SIDEWALK TO THE
 PM0243'SCHOOL, 25.4 METERS (83.3 FT) SOUTH OF A FLAG POLE, AND 23.0 METERS
 PM0243'(75.5 FT) NORTHWEST OF A DOUBLE TRUNK 30-INCH OAK TREE.
 PM0243'THE MARK IS 0.31 M ABOVE STREET.
 PM0243
 PM0243                          STATION RECOVERY (1996)
 PM0243
 PM0243'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0243'RECOVERED IN GOOD CONDITION.
 PM0243
 PM0243                          STATION RECOVERY (2001)
 PM0243
 PM0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0243'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0243
 PM0243                          STATION RECOVERY (2004)
 PM0243
 PM0243'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0418 ***********************************************************************
 NG0418  DESIGNATION -  C 319
 NG0418  PID         -  NG0418
 NG0418  STATE/COUNTY-  MI/ALLEGAN
 NG0418  USGS QUAD   -  HAMILTON WEST (1981)
 NG0418
 NG0418                         *CURRENT SURVEY CONTROL
 NG0418  ___________________________________________________________________
 NG0418* NAD 83(1986)-  42 43 43.     (N)    086 05 43.     (W)     SCALED    
 NG0418* NAVD 88     -       207.071  (meters)     679.37   (feet)  ADJUSTED  
 NG0418  ___________________________________________________________________
 NG0418  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NG0418  DYNAMIC HT  -         207.018 (meters)     679.19  (feet)  COMP
 NG0418  MODELED GRAV-     980,363.5   (mgal)                       NAVD 88
 NG0418
 NG0418  VERT ORDER  -  FIRST     CLASS II
 NG0418
 NG0418.The horizontal coordinates were scaled from a topographic map and have
 NG0418.an estimated accuracy of +/- 6 seconds.
 NG0418
 NG0418.The orthometric height was determined by differential leveling
 NG0418.and adjusted by the National Geodetic Survey in June 1991..
 NG0418
 NG0418.The geoid height was determined by GEOID03.
 NG0418
 NG0418.The dynamic height is computed by dividing the NAVD 88
 NG0418.geopotential number by the normal gravity value computed on the
 NG0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0418.degrees latitude (g = 980.6199 gals.).
 NG0418
 NG0418.The modeled gravity was interpolated from observed gravity values.
 NG0418
 NG0418;                    North         East    Units  Estimated Accuracy
 NG0418;SPC MI S     -   137,920.    3,858,450.      MT  (+/- 180 meters Scaled)
 NG0418
 NG0418                          SUPERSEDED SURVEY CONTROL
 NG0418
 NG0418.No superseded survey control is available for this station.
 NG0418
 NG0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN740310(NAD 83)
 NG0418_MARKER: I = METAL ROD
 NG0418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0418_SP_SET: STAINLESS STEEL ROD
 NG0418_STAMPING: C 319 1984
 NG0418_MARK LOGO: NGS   
 NG0418_PROJECTION: FLUSH
 NG0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0418_ROD/PIPE-DEPTH: 12.2 meters
 NG0418
 NG0418  HISTORY     - Date     Condition        Report By
 NG0418  HISTORY     - 1984     MONUMENTED       NGS
 NG0418  HISTORY     - 1988     GOOD             USPSQD
 NG0418
 NG0418                          STATION DESCRIPTION
 NG0418
 NG0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0418'6.8 KM (4.2 MI) SOUTH FROM HOLLAND.
 NG0418'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0418'STREET IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE
 NG0418'STREET, THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE
 NG0418'1.2 KM (0.75 MI) SOUTH ALONG 56TH STREET, AT 143RD AVENUE LEADING
 NG0418'EAST, SET BY A POWERLINE POLE ON THE PROPERTY OF VERN ESKES,
 NG0418'38.25 METERS (125.5 FT) SOUTH OF THE CENTER OF 143RD AVENUE,
 NG0418'22.18 METERS (72.8 FT) EAST OF THE CENTERLINE OF 56TH STREET,
 NG0418'31.39 METERS (103.0 FT) SOUTH-SOUTHEAST OF A METAL POST WITH A
 NG0418'TELEPHONE CABLE ROUTE SIGN ATTACHED, AND 0.54 METERS (1.8 FT) NORTH OF
 NG0418'A POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 NG0418'THE MARK IS 0.54 METERS  NNE FROM A WITNESS POST.
 NG0418'THE MARK IS ABOVE LEVEL WITH 56TH STREET.
 NG0418
 NG0418                          STATION RECOVERY (1988)
 NG0418
 NG0418'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0415 ***********************************************************************
 NE0415  DESIGNATION -  C 32
 NE0415  PID         -  NE0415
 NE0415  STATE/COUNTY-  MI/OAKLAND
 NE0415  USGS QUAD   -  ROCHESTER (1981)
 NE0415
 NE0415                         *CURRENT SURVEY CONTROL
 NE0415  ___________________________________________________________________
 NE0415* NAD 83(1986)-  42 41 03.     (N)    083 08 02.     (W)     SCALED    
 NE0415* NAVD 88     -       228.111  (meters)     748.39   (feet)  ADJUSTED  
 NE0415  ___________________________________________________________________
 NE0415  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE0415  DYNAMIC HT  -         228.042 (meters)     748.17  (feet)  COMP
 NE0415  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 NE0415
 NE0415  VERT ORDER  -  FIRST     CLASS II
 NE0415
 NE0415.The horizontal coordinates were scaled from a topographic map and have
 NE0415.an estimated accuracy of +/- 6 seconds.
 NE0415
 NE0415.The orthometric height was determined by differential leveling
 NE0415.and adjusted by the National Geodetic Survey in June 1991..
 NE0415
 NE0415.The geoid height was determined by GEOID03.
 NE0415
 NE0415.The dynamic height is computed by dividing the NAVD 88
 NE0415.geopotential number by the normal gravity value computed on the
 NE0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0415.degrees latitude (g = 980.6199 gals.).
 NE0415
 NE0415.The modeled gravity was interpolated from observed gravity values.
 NE0415
 NE0415;                    North         East    Units  Estimated Accuracy
 NE0415;SPC MI S     -   132,270.    4,101,020.      MT  (+/- 180 meters Scaled)
 NE0415
 NE0415                          SUPERSEDED SURVEY CONTROL
 NE0415
 NE0415  NGVD 29 (??/??/92)  228.243  (m)          748.83   (f) ADJ UNCH    1 2
 NE0415
 NE0415.Superseded values are not recommended for survey control.
 NE0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0415.See file dsdata.txt to determine how the superseded data were derived.
 NE0415
 NE0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251279(NAD 83)
 NE0415_MARKER: DB = BENCH MARK DISK
 NE0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0415_SP_SET: BRIDGE
 NE0415_STAMPING: 748.827 C 32 1930
 NE0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0415
 NE0415  HISTORY     - Date     Condition        Report By
 NE0415  HISTORY     - 1930     MONUMENTED       CGS
 NE0415  HISTORY     - 1938     GOOD             NGS
 NE0415  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0415  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0415
 NE0415                          STATION DESCRIPTION
 NE0415
 NE0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0415'AT ROCHESTER.
 NE0415'AT ROCHESTER, OAKLAND COUNTY, 50 YARDS NORTH OF THE MICHIGAN
 NE0415'CENTRAL RAILROAD, AT A HIGHWAY BRIDGE (MAIN STREET) OVER CLINTON
 NE0415'RIVER, AND IN THE TOP OF THE NORTHWEST CONCRETE WINGWALL.  A
 NE0415'STANDARD DISK, STAMPED 748.827 C 32 1930.
 NE0415
 NE0415                          STATION RECOVERY (1994)
 NE0415
 NE0415'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFS)
 NE0415'MARK NOT FOUND.
 NE0415
 NE0415                          STATION RECOVERY (1999)
 NE0415
 NE0415'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0276 ***********************************************************************
 PM0276  DESIGNATION -  C 320
 PM0276  PID         -  PM0276
 PM0276  STATE/COUNTY-  MI/MASON
 PM0276  USGS QUAD   -  
 PM0276
 PM0276                         *CURRENT SURVEY CONTROL
 PM0276  ___________________________________________________________________
 PM0276* NAD 83(1994)-  44 09 13.71781(N)    086 16 46.12366(W)     ADJUSTED  
 PM0276* NAVD 88     -       205.091  (meters)     672.87   (feet)  ADJUSTED  
 PM0276  ___________________________________________________________________
 PM0276  X           -     297,435.650 (meters)                     COMP
 PM0276  Y           -  -4,574,049.419 (meters)                     COMP
 PM0276  Z           -   4,420,487.979 (meters)                     COMP
 PM0276  LAPLACE CORR-           5.90  (seconds)                    DEFLEC99
 PM0276  ELLIP HEIGHT-         170.07  (meters)          (07/17/02) GPS OBS
 PM0276  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 PM0276  DYNAMIC HT  -         205.061 (meters)     672.77  (feet)  COMP
 PM0276  MODELED GRAV-     980,470.6   (mgal)                       NAVD 88
 PM0276
 PM0276  HORZ ORDER  -  FIRST
 PM0276  VERT ORDER  -  FIRST     CLASS II
 PM0276  ELLP ORDER  -  FOURTH    CLASS I
 PM0276
 PM0276.The horizontal coordinates were established by GPS observations
 PM0276.and adjusted by the National Geodetic Survey in February 1997..
 PM0276
 PM0276.The orthometric height was determined by differential leveling
 PM0276.and adjusted by the National Geodetic Survey in June 1991..
 PM0276
 PM0276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0276
 PM0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0276
 PM0276.The ellipsoidal height was determined by GPS observations
 PM0276.and is referenced to NAD 83.
 PM0276
 PM0276.The geoid height was determined by GEOID03.
 PM0276
 PM0276.The dynamic height is computed by dividing the NAVD 88
 PM0276.geopotential number by the normal gravity value computed on the
 PM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0276.degrees latitude (g = 980.6199 gals.).
 PM0276
 PM0276.The modeled gravity was interpolated from observed gravity values.
 PM0276
 PM0276;                    North         East     Units Scale Factor Converg.
 PM0276;SPC MI C     -    94,830.074 5,846,990.646   MT  1.00000690   -1 21 04.4
 PM0276;SPC MI C     -   311,122.29 19,183,040.18   iFT  1.00000690   -1 21 04.4
 PM0276;UTM  16      - 4,889,208.835   557,617.750   MT  0.99964083   +0 30 06.9
 PM0276
 PM0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0276!SPC MI C     -   0.99997333  x   1.00000690  =   0.99998023
 PM0276!UTM  16      -   0.99997333  x   0.99964083  =   0.99961417
 PM0276
 PM0276                          SUPERSEDED SURVEY CONTROL
 PM0276
 PM0276  ELLIP H (02/03/97)  170.11   (m)                       GP(       ) 4 1
 PM0276  NAD 83(1986)-  44 09 13.72288(N)    086 16 46.12501(W) AD(       ) 1
 PM0276  NAVD 88 (01/22/93)  205.09   (m)          672.9    (f) LEVELING    3  
 PM0276  NGVD 29 (12/10/93)  205.20   (m)          673.2    (f) LEVELING    3  
 PM0276
 PM0276.Superseded values are not recommended for survey control.
 PM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0276.See file dsdata.txt to determine how the superseded data were derived.
 PM0276
 PM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5761889209(NAD 83)
 PM0276_MARKER: I = METAL ROD
 PM0276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0276_SP_SET: STAINLESS STEEL ROD
 PM0276_STAMPING: C 320 1984
 PM0276_MARK LOGO: NGS   
 PM0276_PROJECTION: FLUSH
 PM0276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0276+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 PM0276_ROD/PIPE-DEPTH: 24.4 meters
 PM0276
 PM0276  HISTORY     - Date     Condition        Report By
 PM0276  HISTORY     - 1984     MONUMENTED       NGS
 PM0276  HISTORY     - 19910530 GOOD             USFS
 PM0276  HISTORY     - 19930622 GOOD             NOS
 PM0276  HISTORY     - 20010815 GOOD             NGS
 PM0276  HISTORY     - 20031004 GOOD             JCLS
 PM0276
 PM0276                          STATION DESCRIPTION
 PM0276
 PM0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0276'11.9 KM (7.4 MI) SOUTH FROM MANISTEE.
 PM0276'THE MARK IS ABOVE LEVEL WITH BUDDE ROAD.
 PM0276'11.8 KM (7.35 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST
 PM0276'OFFICE IN MANISTEE, THENCE 0.08 KM (0.05 MI) NORTH ALONG BUDDE ROAD,
 PM0276'SET BETWEEN TWO WITNESS POSTS, 35.0 METERS (114.9 FT) EAST OF THE
 PM0276'CENTERLINE OF HIGHWAY 31, 7.0 METERS (23.0 FT) EAST OF THE APPROXIMATE
 PM0276'CENTER OF THE GRAVEL ROAD (BUDDE ROAD), 0.45 METERS (1.5 FT) WEST OF A
 PM0276'FENCE LINE, 1.5 METERS (5.0 FT) SOUTH OF A POWERLINE POLE WITH A GUY
 PM0276'WIRE ATTACHED, 42.3 METERS (138.8 FT) NORTH OF A TELEPHONE JUNCTION
 PM0276'BOX, AND 44.0 METERS (144.4 FT) NORTH OF A CORNER FENCE POST.  NOTE,
 PM0276'ROD DRIVING RATE MET.
 PM0276'THE MARK IS 0.61 METERS  NW FROM A WITNESS POST.
 PM0276
 PM0276                          STATION RECOVERY (1991)
 PM0276
 PM0276'RECOVERY NOTE BY US FOREST SERVICE 1991
 PM0276'1984 DESCRIPTION - 7.35 MI (11.83 KM) SOUTH-SOUTHEAST ALONG US-31 FROM
 PM0276'THE POST OFFICE IN MANISTEE, THENCE 0.05 MI (0.08 KM) NORTH ALONG
 PM0276'BUDDE ROAD, SET BETWEEN TWO WITNESS POSTS, 114.9 FT (35.0 M) EAST OF
 PM0276'THE CENTERLINE OF HWY 31, 23.0 FT (7.0 M) EAST OF THE APPROXIMATE
 PM0276'CENTER OF THE GRAVEL ROAD (BUDDE ROAD), 1.5 FT (0.5 M) WEST OF A FENCE
 PM0276'LINE, 5.0 FT (1.5 M) SOUTH OF A POWERLINE POLE WITH A GUY WIRE
 PM0276'ATTACHED, 138.8 FT (42.3 M) NORTH OF A TELEPHONE JUNCTION BOX, AND
 PM0276'144.4 FT (44.0 M) NORTH OF A CORNER FENCE POST. NOTE, ROD DRIVING RATE
 PM0276'MET. A STAINLESS STEEL ROD SET TO THE DEPTH OF 24.4 M (80.1 FT)
 PM0276'ENCASED IN A PIPE FLUSH WITH THE GROUND.  ABOUT LEVEL WITH BUDDE ROAD.
 PM0276'0.61 M (2.00 FT) NORTHWEST FROM A WITNESS POST.
 PM0276'ADDITIONAL INFORMATION - 1991
 PM0276'FIBERGLASS POSTS ON NORTH AND SOUTH SIDE OF
 PM0276'STATION, 3 FT (0.9 M) NORTH OF THE NORTH EDGE OF A GRAVEL DRIVEWAY,
 PM0276'MAP POSITION IS APPROXIMATELY 250 FT (76.2 M) NORTH OF THE SOUTHWEST
 PM0276'CORNER OF SECTION 6 T20N R16W. STATION CONSISTS OF A STAINLESS STEEL
 PM0276'ROD PARTIALLY ENCASED IN A PVC SLEEVE WHICH IS SURROUNDED BY A MASS OF
 PM0276'CONCRETE, WITH A HINGED ALUMINUM DOOR TO ACCESS THE MARK.
 PM0276
 PM0276                          STATION RECOVERY (1993)
 PM0276
 PM0276'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 PM0276'RECOVERED IN GOOD CONDITION.
 PM0276
 PM0276                          STATION RECOVERY (2001)
 PM0276
 PM0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0276'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0276
 PM0276                          STATION RECOVERY (2003)
 PM0276
 PM0276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PM0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0242 ***********************************************************************
 PM0242  DESIGNATION -  C 321
 PM0242  PID         -  PM0242
 PM0242  STATE/COUNTY-  MI/MANISTEE
 PM0242  USGS QUAD   -  
 PM0242
 PM0242                         *CURRENT SURVEY CONTROL
 PM0242  ___________________________________________________________________
 PM0242* NAD 83(1986)-  44 23 05.     (N)    086 00 26.     (W)     SCALED    
 PM0242* NAVD 88     -       227.657  (meters)     746.90   (feet)  ADJUSTED  
 PM0242  ___________________________________________________________________
 PM0242  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 PM0242  DYNAMIC HT  -         227.629 (meters)     746.81  (feet)  COMP
 PM0242  MODELED GRAV-     980,487.6   (mgal)                       NAVD 88
 PM0242
 PM0242  VERT ORDER  -  FIRST     CLASS II
 PM0242
 PM0242.The horizontal coordinates were scaled from a topographic map and have
 PM0242.an estimated accuracy of +/- 6 seconds.
 PM0242
 PM0242.The orthometric height was determined by differential leveling
 PM0242.and adjusted by the National Geodetic Survey in June 1991..
 PM0242
 PM0242.The geoid height was determined by GEOID03.
 PM0242
 PM0242.The dynamic height is computed by dividing the NAVD 88
 PM0242.geopotential number by the normal gravity value computed on the
 PM0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0242.degrees latitude (g = 980.6199 gals.).
 PM0242
 PM0242.The modeled gravity was interpolated from observed gravity values.
 PM0242
 PM0242;                    North         East    Units  Estimated Accuracy
 PM0242;SPC MI C     -   120,010.    5,869,290.      MT  (+/- 180 meters Scaled)
 PM0242
 PM0242                          SUPERSEDED SURVEY CONTROL
 PM0242
 PM0242.No superseded survey control is available for this station.
 PM0242
 PM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ790150(NAD 83)
 PM0242_MARKER: I = METAL ROD
 PM0242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0242_SP_SET: STAINLESS STEEL ROD
 PM0242_STAMPING: C 321 1984
 PM0242_MARK LOGO: NGS   
 PM0242_PROJECTION: FLUSH
 PM0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0242+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0242_ROD/PIPE-DEPTH: 28.0 meters
 PM0242
 PM0242  HISTORY     - Date     Condition        Report By
 PM0242  HISTORY     - 1984     MONUMENTED       NGS
 PM0242  HISTORY     - 20010331 GOOD             NGS
 PM0242  HISTORY     - 20040424 GOOD             USPSQD
 PM0242
 PM0242                          STATION DESCRIPTION
 PM0242
 PM0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0242'1.36 KM (0.85 MI) NE FROM KALEVA.
 PM0242'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0242'KALEVA, THENCE 0.9 KM (0.55 MI) NORTH ALONG OSMS AND COUNTY ROAD 669,
 PM0242'THENCE 0.3 KM (0.2 MI) NORTH ALONG A GRAVEL ROAD TO A SHARP CURVE
 PM0242'LEADING EAST, 11.3 METERS (37.0 FT) NORTH OF THE CENTERLINE OF THE
 PM0242'HIGHWAY, AND 36.6 METERS (120.0 FT) EAST OF THE CENTER OF THE GRAVEL
 PM0242'ROAD FROM THE SHARP CURVE.
 PM0242'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0242'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PM0242
 PM0242                          STATION RECOVERY (2001)
 PM0242
 PM0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0242'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0242
 PM0242                          STATION RECOVERY (2004)
 PM0242
 PM0242'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0242'.7 MI FROM WUOSI ST. TO GRAVEL ROAD, CTY ROAD 669 - .1 MI EAST OF 669
 PM0242' 
 PM0242'.1 NILE EAST OF 669
 PM0242'N IS 44 DEGREES 23 MINUTES.02.6 WITH GPD (WAAS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0435 ***********************************************************************
 NG0435  DESIGNATION -  C 322
 NG0435  PID         -  NG0435
 NG0435  STATE/COUNTY-  MI/ALLEGAN
 NG0435  USGS QUAD   -  PULLMAN (1981)
 NG0435
 NG0435                         *CURRENT SURVEY CONTROL
 NG0435  ___________________________________________________________________
 NG0435* NAD 83(1986)-  42 25 24.     (N)    086 05 25.     (W)     SCALED    
 NG0435* NAVD 88     -       207.880  (meters)     682.02   (feet)  ADJUSTED  
 NG0435  ___________________________________________________________________
 NG0435  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NG0435  DYNAMIC HT  -         207.822 (meters)     681.83  (feet)  COMP
 NG0435  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 NG0435
 NG0435  VERT ORDER  -  FIRST     CLASS II
 NG0435
 NG0435.The horizontal coordinates were scaled from a topographic map and have
 NG0435.an estimated accuracy of +/- 6 seconds.
 NG0435
 NG0435.The orthometric height was determined by differential leveling
 NG0435.and adjusted by the National Geodetic Survey in June 1991..
 NG0435
 NG0435.The geoid height was determined by GEOID03.
 NG0435
 NG0435.The dynamic height is computed by dividing the NAVD 88
 NG0435.geopotential number by the normal gravity value computed on the
 NG0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0435.degrees latitude (g = 980.6199 gals.).
 NG0435
 NG0435.The modeled gravity was interpolated from observed gravity values.
 NG0435
 NG0435;                    North         East    Units  Estimated Accuracy
 NG0435;SPC MI S     -   104,010.    3,858,170.      MT  (+/- 180 meters Scaled)
 NG0435
 NG0435                          SUPERSEDED SURVEY CONTROL
 NG0435
 NG0435.No superseded survey control is available for this station.
 NG0435
 NG0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM748971(NAD 83)
 NG0435_MARKER: I = METAL ROD
 NG0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0435_SP_SET: STAINLESS STEEL ROD
 NG0435_STAMPING: C 322 1984
 NG0435_MARK LOGO: NGS   
 NG0435_PROJECTION: FLUSH
 NG0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0435_ROD/PIPE-DEPTH: 6.09 meters
 NG0435
 NG0435  HISTORY     - Date     Condition        Report By
 NG0435  HISTORY     - 1984     MONUMENTED       NGS
 NG0435  HISTORY     - 20001020 GOOD             MI-159
 NG0435
 NG0435                          STATION DESCRIPTION
 NG0435
 NG0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0435'3.0 KM (1.9 MI) NORTH FROM GRAND JUNCTION.
 NG0435'0.4 KM (0.25 MI) WEST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0435'GRAND JUNCTION, THENCE 1.7 KM (1.05 MI) NORTH ALONG COUNTY ROAD 215,
 NG0435'THENCE 0.5 KM (0.3 MI) WEST ALONG BASE LINE ROAD, THENCE 0.5 KM
 NG0435'(0.3 MI) NORTH ALONG 56TH STREET, SET IN THE WEST RIGHT-OF-WAY FENCE
 NG0435'LINE, 6.15 METERS (20.2 FT) WEST OF THE CENTER OF 56TH STREET,
 NG0435'24.38 METERS (80.0 FT) WEST AND ACROSS 56TH STREET FROM A POWERLINE
 NG0435'POLE WITH A TRANSFORMER ATTACHED, 0.73 METERS (2.4 FT) SOUTH-SOUTHWEST
 NG0435'OF A TELEPHONE POLE AND A SMALL JUNCTION BOX AT THE BASE, AND
 NG0435'0.36 METERS (1.2 FT) EAST OF THE RIGHT-OF-WAY FENCE.  NOTE, DRIVING
 NG0435'RATE EXCEEDED AND ROD ANCHORED.
 NG0435'THE MARK IS 0.54 METERS  NNE FROM A WITNESS POST.
 NG0435'THE MARK IS ABOVE LEVEL WITH 56TH STREET.
 NG0435
 NG0435                          STATION RECOVERY (2000)
 NG0435
 NG0435'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1219 ***********************************************************************
 NF1219  DESIGNATION -  C 323
 NF1219  PID         -  NF1219
 NF1219  STATE/COUNTY-  MI/VAN BUREN
 NF1219  USGS QUAD   -  BLOOMINGDALE (1981)
 NF1219
 NF1219                         *CURRENT SURVEY CONTROL
 NF1219  ___________________________________________________________________
 NF1219* NAD 83(1986)-  42 24 04.     (N)    085 59 49.     (W)     SCALED    
 NF1219* NAVD 88     -       211.528  (meters)     693.99   (feet)  ADJUSTED  
 NF1219  ___________________________________________________________________
 NF1219  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NF1219  DYNAMIC HT  -         211.470 (meters)     693.80  (feet)  COMP
 NF1219  MODELED GRAV-     980,340.4   (mgal)                       NAVD 88
 NF1219
 NF1219  VERT ORDER  -  FIRST     CLASS II
 NF1219
 NF1219.The horizontal coordinates were scaled from a topographic map and have
 NF1219.an estimated accuracy of +/- 6 seconds.
 NF1219
 NF1219.The orthometric height was determined by differential leveling
 NF1219.and adjusted by the National Geodetic Survey in June 1991..
 NF1219
 NF1219.The geoid height was determined by GEOID03.
 NF1219
 NF1219.The dynamic height is computed by dividing the NAVD 88
 NF1219.geopotential number by the normal gravity value computed on the
 NF1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1219.degrees latitude (g = 980.6199 gals.).
 NF1219
 NF1219.The modeled gravity was interpolated from observed gravity values.
 NF1219
 NF1219;                    North         East    Units  Estimated Accuracy
 NF1219;SPC MI S     -   101,390.    3,865,800.      MT  (+/- 180 meters Scaled)
 NF1219
 NF1219                          SUPERSEDED SURVEY CONTROL
 NF1219
 NF1219  NGVD 29 (01/19/93)  211.670  (m)          694.45   (f) ADJUSTED    1 2
 NF1219
 NF1219.Superseded values are not recommended for survey control.
 NF1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1219.See file dsdata.txt to determine how the superseded data were derived.
 NF1219
 NF1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM825948(NAD 83)
 NF1219_MARKER: I = METAL ROD
 NF1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1219_SP_SET: STAINLESS STEEL ROD
 NF1219_STAMPING: C 323 1984
 NF1219_MARK LOGO: NGS   
 NF1219_PROJECTION: RECESSED 3 CENTIMETERS
 NF1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1219_ROD/PIPE-DEPTH: 24.4 meters
 NF1219
 NF1219  HISTORY     - Date     Condition        Report By
 NF1219  HISTORY     - 1984     MONUMENTED       NGS
 NF1219  HISTORY     - 20000816 GOOD             MI-159
 NF1219
 NF1219                          STATION DESCRIPTION
 NF1219
 NF1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1219'5.0 KM (3.1 MI) WEST FROM BLOOMINGDALE.
 NF1219'5.O KM (3.1 MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1219'COUNTY ROAD 665 IN BLOOMINGDALE, OR 6.5 KM (4.05 MI) EASTERLY ALONG
 NF1219'COUNTY ROAD 388 FROM THE POST OFFICE IN GRAND JUNCTION, 48.2 M (158.1
 NF1219'FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE JOSEPH S. LONG
 NF1219'RESIDENCE, 9.6 M (31.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, 1.7 M
 NF1219'(5.6 FT) WEST OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 NF1219'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1219'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NF1219'THE MARK IS 0.5 M ABOVE THE ROAD.
 NF1219
 NF1219                          STATION RECOVERY (2000)
 NF1219
 NF1219'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1219'158.1' E OF CL DRIVE TO HO NUMBER 46354.
 NF1219'CAN NOT BE USED FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0614 ***********************************************************************
 RM0614  DESIGNATION -  C 324
 RM0614  PID         -  RM0614
 RM0614  STATE/COUNTY-  MI/GOGEBIC
 RM0614  USGS QUAD   -  BESSEMER (1975)
 RM0614
 RM0614                         *CURRENT SURVEY CONTROL
 RM0614  ___________________________________________________________________
 RM0614* NAD 83(1986)-  46 28 39.     (N)    090 05 27.     (W)     SCALED    
 RM0614* NAVD 88     -       457.407  (meters)    1500.68   (feet)  ADJUSTED  
 RM0614  ___________________________________________________________________
 RM0614  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0614  DYNAMIC HT  -         457.426 (meters)    1500.74  (feet)  COMP
 RM0614  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 RM0614
 RM0614  VERT ORDER  -  FIRST     CLASS II
 RM0614
 RM0614.The horizontal coordinates were scaled from a topographic map and have
 RM0614.an estimated accuracy of +/- 6 seconds.
 RM0614
 RM0614.The orthometric height was determined by differential leveling
 RM0614.and adjusted by the National Geodetic Survey in June 1991..
 RM0614
 RM0614.The geoid height was determined by GEOID03.
 RM0614
 RM0614.The dynamic height is computed by dividing the NAVD 88
 RM0614.geopotential number by the normal gravity value computed on the
 RM0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0614.degrees latitude (g = 980.6199 gals.).
 RM0614
 RM0614.The modeled gravity was interpolated from observed gravity values.
 RM0614
 RM0614;                    North         East    Units  Estimated Accuracy
 RM0614;SPC MI N     -   192,920.    7,762,720.      MT  (+/- 180 meters Scaled)
 RM0614
 RM0614                          SUPERSEDED SURVEY CONTROL
 RM0614
 RM0614.No superseded survey control is available for this station.
 RM0614
 RM0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM233512(NAD 83)
 RM0614_MARKER: I = METAL ROD
 RM0614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0614_SP_SET: STAINLESS STEEL ROD
 RM0614_STAMPING: C 324 1985
 RM0614_MARK LOGO: NGS   
 RM0614_PROJECTION: FLUSH
 RM0614_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0614+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0614_ROD/PIPE-DEPTH: 7.6  meters
 RM0614
 RM0614  HISTORY     - Date     Condition        Report By
 RM0614  HISTORY     - 1985     MONUMENTED       NGS
 RM0614  HISTORY     - 1989     GOOD             USPSQD
 RM0614  HISTORY     - 19970630 GOOD             MIDT
 RM0614  HISTORY     - 20010112 GOOD             TETR
 RM0614  HISTORY     - 20030822 GOOD             USPSQD
 RM0614  HISTORY     - 20040801 GOOD             USPSQD
 RM0614
 RM0614                          STATION DESCRIPTION
 RM0614
 RM0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0614'3.1 KM (1.9 MI) WEST FROM BESSEMER.
 RM0614'3.1 KM (1.9 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE JOHNSTON HIGH
 RM0614'SCHOOL IN BESSEMER, 22.6 M (74.1 FT) WEST OF THE CENTER OF CHELLER
 RM0614'DRIVE, 17.4 M (57.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 RM0614'LANES OF THE HIGHWAY, AND 1.3 M (4.3 FT) EAST OF A GUY LINE UTILITY
 RM0614'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0614'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RM0614'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RM0614
 RM0614                          STATION RECOVERY (1989)
 RM0614
 RM0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0614'RECOVERED IN GOOD CONDITION.
 RM0614
 RM0614                          STATION RECOVERY (1997)
 RM0614
 RM0614'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0614'RECOVERED AS DESCRIBED.
 RM0614
 RM0614                          STATION RECOVERY (2001)
 RM0614
 RM0614'RECOVERY NOTE BY TETRA TECH MPS 2001 (SMV)
 RM0614'RECOVERED IN GOOD CONDITION.
 RM0614
 RM0614                          STATION RECOVERY (2003)
 RM0614
 RM0614'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0614'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS AT THE JUNCTION OF
 RM0614'THE WEST BRANCH OF CHELLER ROAD AND HIGHWAY 2, 8.0 FEET WEST OF A NEW
 RM0614'UTILITY POLE NUMBERED -35- WITH 3 GUY WIRES.
 RM0614
 RM0614                          STATION RECOVERY (2004)
 RM0614
 RM0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0614'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1486 ***********************************************************************
 RL1486  DESIGNATION -  C 325
 RL1486  PID         -  RL1486
 RL1486  STATE/COUNTY-  MI/HOUGHTON
 RL1486  USGS QUAD   -  
 RL1486
 RL1486                         *CURRENT SURVEY CONTROL
 RL1486  ___________________________________________________________________
 RL1486* NAD 83(1986)-  46 29 13.     (N)    088 56 55.     (W)     SCALED    
 RL1486* NAVD 88     -       361.798  (meters)    1187.00   (feet)  ADJUSTED  
 RL1486  ___________________________________________________________________
 RL1486  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 RL1486  DYNAMIC HT  -         361.811 (meters)    1187.04  (feet)  COMP
 RL1486  MODELED GRAV-     980,639.6   (mgal)                       NAVD 88
 RL1486
 RL1486  VERT ORDER  -  FIRST     CLASS II
 RL1486
 RL1486.The horizontal coordinates were scaled from a topographic map and have
 RL1486.an estimated accuracy of +/- 6 seconds.
 RL1486
 RL1486.The orthometric height was determined by differential leveling
 RL1486.and adjusted by the National Geodetic Survey in June 1991..
 RL1486
 RL1486.The geoid height was determined by GEOID03.
 RL1486
 RL1486.The dynamic height is computed by dividing the NAVD 88
 RL1486.geopotential number by the normal gravity value computed on the
 RL1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1486.degrees latitude (g = 980.6199 gals.).
 RL1486
 RL1486.The modeled gravity was interpolated from observed gravity values.
 RL1486
 RL1486;                    North         East    Units  Estimated Accuracy
 RL1486;SPC MI N     -   191,190.    7,850,410.      MT  (+/- 180 meters Scaled)
 RL1486
 RL1486                          SUPERSEDED SURVEY CONTROL
 RL1486
 RL1486.No superseded survey control is available for this station.
 RL1486
 RL1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS504499(NAD 83)
 RL1486_MARKER: I = METAL ROD
 RL1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1486_SP_SET: STAINLESS STEEL ROD
 RL1486_STAMPING: C 325 1985
 RL1486_MARK LOGO: NGS   
 RL1486_PROJECTION: FLUSH
 RL1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1486_ROD/PIPE-DEPTH: 18.3 meters
 RL1486
 RL1486  HISTORY     - Date     Condition        Report By
 RL1486  HISTORY     - 1985     MONUMENTED       NGS
 RL1486  HISTORY     - 1989     GOOD             USPSQD
 RL1486
 RL1486                          STATION DESCRIPTION
 RL1486
 RL1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1486'22.2 KM (13.8 MI) EAST FROM BRUCE CROSSING.
 RL1486'22.2 KM (13.8 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1486'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 71.6 M (234.9 FT) NORTH OF THE
 RL1486'CENTERLINE OF THE HIGHWAY, 7.9 M (25.9 FT) NORTH OF THE CENTER OF A
 RL1486'ROAD, AND 1.0 M (3.3 FT) EAST OF UTILITY POLE NUMBER 76-2243.
 RL1486'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1486'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1486'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1486
 RL1486                          STATION RECOVERY (1989)
 RL1486
 RL1486'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0459 ***********************************************************************
 NG0459  DESIGNATION -  C 326
 NG0459  PID         -  NG0459
 NG0459  STATE/COUNTY-  MI/BERRIEN
 NG0459  USGS QUAD   -  BENTON HARBOR (1980)
 NG0459
 NG0459                         *CURRENT SURVEY CONTROL
 NG0459  ___________________________________________________________________
 NG0459* NAD 83(1986)-  42 06 44.     (N)    086 28 13.     (W)     SCALED    
 NG0459* NAVD 88     -       179.671  (meters)     589.47   (feet)  ADJUSTED  
 NG0459  ___________________________________________________________________
 NG0459  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NG0459  DYNAMIC HT  -         179.611 (meters)     589.27  (feet)  COMP
 NG0459  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NG0459
 NG0459  VERT ORDER  -  FIRST     CLASS II
 NG0459
 NG0459.The horizontal coordinates were scaled from a topographic map and have
 NG0459.an estimated accuracy of +/- 6 seconds.
 NG0459
 NG0459.The orthometric height was determined by differential leveling
 NG0459.and adjusted by the National Geodetic Survey in June 1991..
 NG0459
 NG0459.The geoid height was determined by GEOID03.
 NG0459
 NG0459.The dynamic height is computed by dividing the NAVD 88
 NG0459.geopotential number by the normal gravity value computed on the
 NG0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0459.degrees latitude (g = 980.6199 gals.).
 NG0459
 NG0459.The modeled gravity was interpolated from observed gravity values.
 NG0459
 NG0459;                    North         East    Units  Estimated Accuracy
 NG0459;SPC MI S     -    70,180.    3,826,040.      MT  (+/- 180 meters Scaled)
 NG0459
 NG0459                          SUPERSEDED SURVEY CONTROL
 NG0459
 NG0459  NGVD 29 (01/19/93)  179.826  (m)          589.98   (f) ADJUSTED    1 2
 NG0459
 NG0459.Superseded values are not recommended for survey control.
 NG0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0459.See file dsdata.txt to determine how the superseded data were derived.
 NG0459
 NG0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM437623(NAD 83)
 NG0459_MARKER: DB = BENCH MARK DISK
 NG0459_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0459_SP_SET: BRIDGE ABUTMENT
 NG0459_STAMPING: C 326 1985
 NG0459_MARK LOGO: NGS   
 NG0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0459+STABILITY: POSITION/ELEVATION WELL
 NG0459
 NG0459  HISTORY     - Date     Condition        Report By
 NG0459  HISTORY     - 1985     MONUMENTED       NGS
 NG0459
 NG0459                          STATION DESCRIPTION
 NG0459
 NG0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0459'IN BENTON HARBOR.
 NG0459'IN BENTON HARBOR, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94
 NG0459'BUSINESS AND THE ST JOSEPH RIVER, SET VERTICALLY IN THE SOUTHWEST FACE
 NG0459'OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 NG0459'RIVER, 5.6 M (18.4 FT) NORTHWEST OF THE CENTER OF THE SOUTHWEST BOUND
 NG0459'LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTHEAST OF THE NORTHWEST
 NG0459'END OF THE ABUTMENT.
 NG0459'THE MARK IS 0.8 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2181 ***********************************************************************
 ME2181  DESIGNATION -  C 327
 ME2181  PID         -  ME2181
 ME2181  STATE/COUNTY-  MI/BERRIEN
 ME2181  USGS QUAD   -  BRIDGMAN (1978)
 ME2181
 ME2181                         *CURRENT SURVEY CONTROL
 ME2181  ___________________________________________________________________
 ME2181* NAD 83(1986)-  41 54 48.     (N)    086 34 36.     (W)     SCALED    
 ME2181* NAVD 88     -       197.672  (meters)     648.53   (feet)  ADJUSTED  
 ME2181  ___________________________________________________________________
 ME2181  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2181  DYNAMIC HT  -         197.603 (meters)     648.30  (feet)  COMP
 ME2181  MODELED GRAV-     980,266.6   (mgal)                       NAVD 88
 ME2181
 ME2181  VERT ORDER  -  FIRST     CLASS II
 ME2181
 ME2181.The horizontal coordinates were scaled from a topographic map and have
 ME2181.an estimated accuracy of +/- 6 seconds.
 ME2181
 ME2181.The orthometric height was determined by differential leveling
 ME2181.and adjusted by the National Geodetic Survey in June 1991..
 ME2181
 ME2181.The geoid height was determined by GEOID03.
 ME2181
 ME2181.The dynamic height is computed by dividing the NAVD 88
 ME2181.geopotential number by the normal gravity value computed on the
 ME2181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2181.degrees latitude (g = 980.6199 gals.).
 ME2181
 ME2181.The modeled gravity was interpolated from observed gravity values.
 ME2181
 ME2181;                    North         East    Units  Estimated Accuracy
 ME2181;SPC MI S     -    48,320.    3,816,660.      MT  (+/- 180 meters Scaled)
 ME2181
 ME2181                          SUPERSEDED SURVEY CONTROL
 ME2181
 ME2181  NGVD 29 (01/19/93)  197.802  (m)          648.96   (f) ADJUSTED    1 2
 ME2181
 ME2181.Superseded values are not recommended for survey control.
 ME2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2181.See file dsdata.txt to determine how the superseded data were derived.
 ME2181
 ME2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM351402(NAD 83)
 ME2181_MARKER: I = METAL ROD
 ME2181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2181_SP_SET: STAINLESS STEEL ROD
 ME2181_STAMPING: C 327 1985
 ME2181_MARK LOGO: NGS   
 ME2181_PROJECTION: FLUSH
 ME2181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2181+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 ME2181_ROD/PIPE-DEPTH: 8.5  meters
 ME2181
 ME2181  HISTORY     - Date     Condition        Report By
 ME2181  HISTORY     - 1985     MONUMENTED       NGS
 ME2181  HISTORY     - 19950422 GOOD             USPSQD
 ME2181  HISTORY     - 20040617 GOOD             FISHBA
 ME2181
 ME2181                          STATION DESCRIPTION
 ME2181
 ME2181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2181'18.4 KM (11.45 MI) NE FROM NEW BUFFALO.
 ME2181'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2181'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 17.2 KM (10.7 MI)
 ME2181'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, 55.5 M (182.1 FT) NORTHEAST
 ME2181'OF THE SOUTHEAST LEG OF A HIGHWAY INFORMATION SIGN, AND 32.9 M (107.9
 ME2181'FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 ME2181'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2181'CAP.
 ME2181'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 ME2181'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 ME2181
 ME2181                          STATION RECOVERY (1995)
 ME2181
 ME2181'RECOVERY NOTE BY US POWER SQUADRON 1995
 ME2181'RECOVERED IN GOOD CONDITION.
 ME2181
 ME2181                          STATION RECOVERY (2004)
 ME2181
 ME2181'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2181'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1465 ***********************************************************************
 RL1465  DESIGNATION -  C 328
 RL1465  PID         -  RL1465
 RL1465  STATE/COUNTY-  MI/BARAGA
 RL1465  USGS QUAD   -  THREE LAKES (1975)
 RL1465
 RL1465                         *CURRENT SURVEY CONTROL
 RL1465  ___________________________________________________________________
 RL1465* NAD 83(1986)-  46 34 03.     (N)    088 13 44.     (W)     SCALED    
 RL1465* NAVD 88     -       501.077  (meters)    1643.95   (feet)  ADJUSTED  
 RL1465  ___________________________________________________________________
 RL1465  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 RL1465  DYNAMIC HT  -         501.095 (meters)    1644.01  (feet)  COMP
 RL1465  MODELED GRAV-     980,634.5   (mgal)                       NAVD 88
 RL1465
 RL1465  VERT ORDER  -  FIRST     CLASS II
 RL1465
 RL1465.The horizontal coordinates were scaled from a topographic map and have
 RL1465.an estimated accuracy of +/- 6 seconds.
 RL1465
 RL1465.The orthometric height was determined by differential leveling
 RL1465.and adjusted by the National Geodetic Survey in June 1991..
 RL1465
 RL1465.The geoid height was determined by GEOID03.
 RL1465
 RL1465.The dynamic height is computed by dividing the NAVD 88
 RL1465.geopotential number by the normal gravity value computed on the
 RL1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1465.degrees latitude (g = 980.6199 gals.).
 RL1465
 RL1465.The modeled gravity was interpolated from observed gravity values.
 RL1465
 RL1465;                    North         East    Units  Estimated Accuracy
 RL1465;SPC MI N     -   199,030.    7,905,800.      MT  (+/- 180 meters Scaled)
 RL1465
 RL1465                          SUPERSEDED SURVEY CONTROL
 RL1465
 RL1465.No superseded survey control is available for this station.
 RL1465
 RL1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS058578(NAD 83)
 RL1465_MARKER: I = METAL ROD
 RL1465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RL1465+WITH SETTING: INFORMATION.
 RL1465_SP_SET: SHALLOW-SET METAL ROD
 RL1465_STAMPING: C 328 1985
 RL1465_MARK LOGO: NGS   
 RL1465_PROJECTION: FLUSH
 RL1465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1465+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1465_ROD/PIPE-DEPTH: 1.8  meters
 RL1465
 RL1465  HISTORY     - Date     Condition        Report By
 RL1465  HISTORY     - 1985     MONUMENTED       NGS
 RL1465  HISTORY     - 19990920 GOOD             USPSQD
 RL1465  HISTORY     - 20000710 GOOD             MIDT
 RL1465  HISTORY     - 20060812 GOOD             GEOCAC
 RL1465
 RL1465                          STATION DESCRIPTION
 RL1465
 RL1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1465'21.8 KM (13.55 MI) WEST FROM CHAMPION.
 RL1465'21.8 KM (13.55 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST
 RL1465'OFFICE IN CHAMPION, 42.7 M (140.1 FT) NORTHWEST OF THE EXTENDED CENTER
 RL1465'OF BERRY ROAD, AND 16.3 M (53.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RL1465'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1465'CAP.
 RL1465'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RL1465'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RL1465
 RL1465                          STATION RECOVERY (1999)
 RL1465
 RL1465'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1465'RECOVERED IN GOOD CONDITION.
 RL1465
 RL1465                          STATION RECOVERY (2000)
 RL1465
 RL1465'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1465'RECOVERED IN GOOD CONDITION.
 RL1465
 RL1465                          STATION RECOVERY (2006)
 RL1465
 RL1465'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0467 ***********************************************************************
 RK0467  DESIGNATION -  C 329
 RK0467  PID         -  RK0467
 RK0467  STATE/COUNTY-  MI/MARQUETTE
 RK0467  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0467
 RK0467                         *CURRENT SURVEY CONTROL
 RK0467  ___________________________________________________________________
 RK0467* NAD 83(1986)-  46 30 35.     (N)    087 37 50.     (W)     SCALED    
 RK0467* NAVD 88     -       418.825  (meters)    1374.10   (feet)  ADJUSTED  
 RK0467  ___________________________________________________________________
 RK0467  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 RK0467  DYNAMIC HT  -         418.852 (meters)    1374.18  (feet)  COMP
 RK0467  MODELED GRAV-     980,665.6   (mgal)                       NAVD 88
 RK0467
 RK0467  VERT ORDER  -  FIRST     CLASS II
 RK0467
 RK0467.The horizontal coordinates were scaled from a topographic map and have
 RK0467.an estimated accuracy of +/- 6 seconds.
 RK0467
 RK0467.The orthometric height was determined by differential leveling
 RK0467.and adjusted by the National Geodetic Survey in June 1991..
 RK0467
 RK0467.The geoid height was determined by GEOID03.
 RK0467
 RK0467.The dynamic height is computed by dividing the NAVD 88
 RK0467.geopotential number by the normal gravity value computed on the
 RK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0467.degrees latitude (g = 980.6199 gals.).
 RK0467
 RK0467.The modeled gravity was interpolated from observed gravity values.
 RK0467
 RK0467;                    North         East    Units  Estimated Accuracy
 RK0467;SPC MI N     -   192,070.    7,951,610.      MT  (+/- 180 meters Scaled)
 RK0467
 RK0467                          SUPERSEDED SURVEY CONTROL
 RK0467
 RK0467.No superseded survey control is available for this station.
 RK0467
 RK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS516508(NAD 83)
 RK0467_MARKER: I = METAL ROD
 RK0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RK0467_SP_SET: STAINLESS STEEL ROD
 RK0467_STAMPING: C 329 1985
 RK0467_MARK LOGO: NGS   
 RK0467_PROJECTION: FLUSH
 RK0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0467+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 RK0467_ROD/PIPE-DEPTH: 9.5  meters
 RK0467
 RK0467  HISTORY     - Date     Condition        Report By
 RK0467  HISTORY     - 1985     MONUMENTED       NGS
 RK0467  HISTORY     - 19990712 GOOD             MIDT
 RK0467  HISTORY     - 20050906 GOOD             USPSQD
 RK0467
 RK0467                          STATION DESCRIPTION
 RK0467
 RK0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0467'16.9 KM (10.5 MI) WEST FROM MARQUETTE.
 RK0467'16.9 KM (10.5 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0467'WITH WASHINGTON STREET IN MARQUETTE, 18.7 M (61.4 FT) SOUTHWEST OF THE
 RK0467'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT)
 RK0467'NORTHEAST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST, AND 1.0 M
 RK0467'(3.3 FT) NORTHEAST OF A UTILITY POLE WITH LIGHT.  NOTE--ACCESS TO
 RK0467'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RK0467'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 RK0467'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RK0467
 RK0467                          STATION RECOVERY (1999)
 RK0467
 RK0467'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0467'RECOVERED IN GOOD CONDITION.
 RK0467
 RK0467                          STATION RECOVERY (2005)
 RK0467
 RK0467'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0049 ***********************************************************************
 OJ0049  DESIGNATION -  C 33
 OJ0049  PID         -  OJ0049
 OJ0049  STATE/COUNTY-  MI/SANILAC
 OJ0049  USGS QUAD   -  CARSONVILLE (1976)
 OJ0049
 OJ0049                         *CURRENT SURVEY CONTROL
 OJ0049  ___________________________________________________________________
 OJ0049* NAD 83(1986)-  43 28 59.     (N)    082 44 54.     (W)     SCALED    
 OJ0049* NAVD 88     -       235.599  (meters)     772.96   (feet)  ADJUSTED  
 OJ0049  ___________________________________________________________________
 OJ0049  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ0049  DYNAMIC HT  -         235.551 (meters)     772.80  (feet)  COMP
 OJ0049  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 OJ0049
 OJ0049  VERT ORDER  -  FIRST     CLASS II
 OJ0049
 OJ0049.The horizontal coordinates were scaled from a topographic map and have
 OJ0049.an estimated accuracy of +/- 6 seconds.
 OJ0049
 OJ0049.The orthometric height was determined by differential leveling
 OJ0049.and adjusted by the National Geodetic Survey in June 1991..
 OJ0049
 OJ0049.The geoid height was determined by GEOID03.
 OJ0049
 OJ0049.The dynamic height is computed by dividing the NAVD 88
 OJ0049.geopotential number by the normal gravity value computed on the
 OJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0049.degrees latitude (g = 980.6199 gals.).
 OJ0049
 OJ0049.The modeled gravity was interpolated from observed gravity values.
 OJ0049
 OJ0049;                    North         East    Units  Estimated Accuracy
 OJ0049;SPC MI S     -   221,540.    4,130,910.      MT  (+/- 180 meters Scaled)
 OJ0049
 OJ0049                          SUPERSEDED SURVEY CONTROL
 OJ0049
 OJ0049  NGVD 29 (??/??/92)  235.721  (m)          773.36   (f) ADJ UNCH    1 2
 OJ0049
 OJ0049.Superseded values are not recommended for survey control.
 OJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0049.See file dsdata.txt to determine how the superseded data were derived.
 OJ0049
 OJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ586159(NAD 83)
 OJ0049_MARKER: DB = BENCH MARK DISK
 OJ0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0049_SP_SET: TOWER FOOTING
 OJ0049_STAMPING: C 33 1934
 OJ0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0049
 OJ0049  HISTORY     - Date     Condition        Report By
 OJ0049  HISTORY     - 1934     MONUMENTED       CGS
 OJ0049  HISTORY     - 1944     GOOD             NGS
 OJ0049  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0049
 OJ0049                          STATION DESCRIPTION
 OJ0049
 OJ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 OJ0049'AT MC GREGOR.
 OJ0049'AT MC GREGOR, SANILAC COUNTY, 80 YARDS NORTHEAST OF THE NORTHEAST
 OJ0049'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, AT A WATER
 OJ0049'TOWER, 13 YARDS SOUTH OF THE SOUTHWEST CORNER OF A BRICK PUMP
 OJ0049'HOUSE, IN THE SOUTHWEST CORNER OF THE NORTHWEST CONCRETE FOOTING
 OJ0049'OF THE TOWER, 14 FEET EAST OF THE EAST RAIL, AND 1 FOOT HIGHER
 OJ0049'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 33 1934.
 OJ0049
 OJ0049                          STATION RECOVERY (1994)
 OJ0049
 OJ0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2165 ***********************************************************************
 ME2165  DESIGNATION -  C 330
 ME2165  PID         -  ME2165
 ME2165  STATE/COUNTY-  MI/BERRIEN
 ME2165  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME2165
 ME2165                         *CURRENT SURVEY CONTROL
 ME2165  ___________________________________________________________________
 ME2165* NAD 83(1986)-  41 45 57.     (N)    086 47 34.     (W)     SCALED    
 ME2165* NAVD 88     -       188.499  (meters)     618.43   (feet)  ADJUSTED  
 ME2165  ___________________________________________________________________
 ME2165  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 ME2165  DYNAMIC HT  -         188.430 (meters)     618.21  (feet)  COMP
 ME2165  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 ME2165
 ME2165  VERT ORDER  -  FIRST     CLASS II
 ME2165
 ME2165.The horizontal coordinates were scaled from a topographic map and have
 ME2165.an estimated accuracy of +/- 6 seconds.
 ME2165
 ME2165.The orthometric height was determined by differential leveling
 ME2165.and adjusted by the National Geodetic Survey in June 1991..
 ME2165
 ME2165.The geoid height was determined by GEOID03.
 ME2165
 ME2165.The dynamic height is computed by dividing the NAVD 88
 ME2165.geopotential number by the normal gravity value computed on the
 ME2165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2165.degrees latitude (g = 980.6199 gals.).
 ME2165
 ME2165.The modeled gravity was interpolated from observed gravity values.
 ME2165
 ME2165;                    North         East    Units  Estimated Accuracy
 ME2165;SPC MI S     -    32,440.    3,798,270.      MT  (+/- 180 meters Scaled)
 ME2165
 ME2165                          SUPERSEDED SURVEY CONTROL
 ME2165
 ME2165  NGVD 29 (01/19/93)  188.614  (m)          618.81   (f) ADJUSTED    1 2
 ME2165
 ME2165.Superseded values are not recommended for survey control.
 ME2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2165.See file dsdata.txt to determine how the superseded data were derived.
 ME2165
 ME2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM172237(NAD 83)
 ME2165_MARKER: I = METAL ROD
 ME2165_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2165_SP_SET: STAINLESS STEEL ROD
 ME2165_STAMPING: C 330 1985
 ME2165_MARK LOGO: NGS   
 ME2165_PROJECTION: PROJECTING 2 CENTIMETERS
 ME2165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2165_ROD/PIPE-DEPTH: 12.2 meters
 ME2165
 ME2165  HISTORY     - Date     Condition        Report By
 ME2165  HISTORY     - 1985     MONUMENTED       NGS
 ME2165
 ME2165                          STATION DESCRIPTION
 ME2165
 ME2165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2165'7.3 KM (4.55 MI) SW FROM NEW BUFFALO.
 ME2165'7.3 KM (4.55 MI) SOUTHWESTERLY ALONG U.S HIGHWAY 12 FROM ITS JUNCTION
 ME2165'WITH RED ARROW HIGHWAY IN NEW BUFFALO, 0.9 KM (0.55 MI) NORTHEAST OF
 ME2165'THE INDIANA-MICHIGAN STATE LINE, 64.0 M (210.0 FT) SOUTHWEST OF THE
 ME2165'CENTER OF GRAND AVENUE, 14.9 M (48.9 FT) NORTHWEST OF THE CENTERLINE
 ME2165'OF THE HIGHWAY, 12.6 M (41.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 ME2165'CONRAIL RAILROAD, AND 1.0 M (3.3 FT) NORTHEAST OF UTILITY POLE NUMBER
 ME2165'B690-60.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 ME2165'CAP.
 ME2165'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 ME2165'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1154 ***********************************************************************
 NF1154  DESIGNATION -  C 331
 NF1154  PID         -  NF1154
 NF1154  STATE/COUNTY-  MI/JACKSON
 NF1154  USGS QUAD   -  GILLETTS LAKE (1976)
 NF1154
 NF1154                         *CURRENT SURVEY CONTROL
 NF1154  ___________________________________________________________________
 NF1154* NAD 83(1986)-  42 15 12.     (N)    084 22 29.     (W)     SCALED    
 NF1154* NAVD 88     -       297.572  (meters)     976.28   (feet)  ADJUSTED  
 NF1154  ___________________________________________________________________
 NF1154  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NF1154  DYNAMIC HT  -         297.466 (meters)     975.94  (feet)  COMP
 NF1154  MODELED GRAV-     980,257.0   (mgal)                       NAVD 88
 NF1154
 NF1154  VERT ORDER  -  FIRST     CLASS II
 NF1154
 NF1154.The horizontal coordinates were scaled from a topographic map and have
 NF1154.an estimated accuracy of +/- 6 seconds.
 NF1154
 NF1154.The orthometric height was determined by differential leveling
 NF1154.and adjusted by the National Geodetic Survey in June 1991..
 NF1154
 NF1154.The geoid height was determined by GEOID03.
 NF1154
 NF1154.The dynamic height is computed by dividing the NAVD 88
 NF1154.geopotential number by the normal gravity value computed on the
 NF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1154.degrees latitude (g = 980.6199 gals.).
 NF1154
 NF1154.The modeled gravity was interpolated from observed gravity values.
 NF1154
 NF1154;                    North         East    Units  Estimated Accuracy
 NF1154;SPC MI S     -    83,680.    3,999,340.      MT  (+/- 180 meters Scaled)
 NF1154
 NF1154                          SUPERSEDED SURVEY CONTROL
 NF1154
 NF1154  NGVD 29 (01/19/93)  297.693  (m)          976.68   (f) ADJUSTED    1 2
 NF1154
 NF1154.Superseded values are not recommended for survey control.
 NF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1154.See file dsdata.txt to determine how the superseded data were derived.
 NF1154
 NF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM165812(NAD 83)
 NF1154_MARKER: I = METAL ROD
 NF1154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1154_SP_SET: STAINLESS STEEL ROD
 NF1154_STAMPING: C 331 1985
 NF1154_MARK LOGO: NGS   
 NF1154_PROJECTION: FLUSH
 NF1154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1154+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1154_ROD/PIPE-DEPTH: 8.8  meters
 NF1154
 NF1154  HISTORY     - Date     Condition        Report By
 NF1154  HISTORY     - 1985     MONUMENTED       NGS
 NF1154  HISTORY     - 19910707 GOOD             USPSQD
 NF1154  HISTORY     - 20010905 MARK NOT FOUND   USPSQD
 NF1154  HISTORY     - 20051019 GOOD             ADVGEO
 NF1154
 NF1154                          STATION DESCRIPTION
 NF1154
 NF1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1154'IN JACKSON.
 NF1154'IN JACKSON, AT THE INTERSECTION OF MICHIGAN AVENUE AND NORTH HORTON
 NF1154'STREET, 99.0 M (324.8 FT) EAST OF THE CENTER OF THE STREET, 22.0 M
 NF1154'(72.2 FT) NORTH OF THE CENTER OF THE AVENUE, 21.9 M (71.9 FT)
 NF1154'NORTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED BUILDING, AND 13.6 M
 NF1154'(44.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE.
 NF1154'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1154'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST AND FENCE
 NF1154'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1154
 NF1154                          STATION RECOVERY (1991)
 NF1154
 NF1154'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1154'RECOVERED IN GOOD CONDITION.
 NF1154
 NF1154                          STATION RECOVERY (2001)
 NF1154
 NF1154'RECOVERY NOTE BY US POWER SQUADRON 2001 (CB)
 NF1154'MARK NOT FOUND.
 NF1154
 NF1154                          STATION RECOVERY (2005)
 NF1154
 NF1154'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1154'MARK IS LOCATED IN ABANDONED PARCEL OVERGROWN WITH WEEDS AND BRUSH.
 NF1154'MARK IS LOCATED ALONG THE WEST'LY FENCE LINE OF THE ABANDONED BUILDING
 NF1154'PARCEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7986 ***********************************************************************
 AH7986  DESIGNATION -  C 332
 AH7986  PID         -  AH7986
 AH7986  STATE/COUNTY-  MI/JACKSON
 AH7986  USGS QUAD   -  JACKSON NORTH (1976)
 AH7986
 AH7986                         *CURRENT SURVEY CONTROL
 AH7986  ___________________________________________________________________
 AH7986* NAD 83(1986)-  42 19 37.     (N)    084 24 50.     (W)     SCALED    
 AH7986* NAVD 88     -       290.508  (meters)     953.11   (feet)  ADJUSTED  
 AH7986  ___________________________________________________________________
 AH7986  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AH7986  DYNAMIC HT  -         290.408 (meters)     952.78  (feet)  COMP
 AH7986  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 AH7986
 AH7986  VERT ORDER  -  FIRST     CLASS II
 AH7986
 AH7986.The horizontal coordinates were scaled from a topographic map and have
 AH7986.an estimated accuracy of +/- 6 seconds.
 AH7986
 AH7986.The orthometric height was determined by differential leveling
 AH7986.and adjusted by the National Geodetic Survey in January 2002..
 AH7986
 AH7986.The geoid height was determined by GEOID03.
 AH7986
 AH7986.The dynamic height is computed by dividing the NAVD 88
 AH7986.geopotential number by the normal gravity value computed on the
 AH7986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7986.degrees latitude (g = 980.6199 gals.).
 AH7986
 AH7986.The modeled gravity was interpolated from observed gravity values.
 AH7986
 AH7986;                    North         East    Units  Estimated Accuracy
 AH7986;SPC MI S     -    91,860.    3,996,110.      MT  (+/- 180 meters Scaled)
 AH7986
 AH7986                          SUPERSEDED SURVEY CONTROL
 AH7986
 AH7986.No superseded survey control is available for this station.
 AH7986
 AH7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM130893(NAD 83)
 AH7986_MARKER: F = FLANGE-ENCASED ROD
 AH7986_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7986_STAMPING: C 332 1992
 AH7986_MARK LOGO: NGS   
 AH7986_PROJECTION: FLUSH
 AH7986_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7986+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7986_ROD/PIPE-DEPTH: 6.7  meters
 AH7986
 AH7986  HISTORY     - Date     Condition        Report By
 AH7986  HISTORY     - 1992     MONUMENTED       NGS
 AH7986  HISTORY     - 20000616 GOOD             NGS
 AH7986
 AH7986                          STATION DESCRIPTION
 AH7986
 AH7986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7986'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7986'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 6.1 KM (3.80 MI)
 AH7986'NORTHERLY ALONG LANCING AVENUE, 47.4 M (155.5 FT) SOUTH OF THE
 AH7986'CENTERLINE OF VAN HORN AVENUE, 15.5 M (50.9 FT) WEST OF THE AVENUE
 AH7986'CENTERLINE, 1.7 M (5.6 FT) SOUTH OF UTILITY POLE NUMBER 074 50 WITH A
 AH7986'GUY CABLE AND A TRANSFORMER, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AH7986'HIGHWAY, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 AH7986'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7986
 AH7986                          STATION RECOVERY (2000)
 AH7986
 AH7986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7986'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7944 ***********************************************************************
 AH7944  DESIGNATION -  C 333
 AH7944  PID         -  AH7944
 AH7944  STATE/COUNTY-  MI/IONIA
 AH7944  USGS QUAD   -  PORTLAND SOUTH (1978)
 AH7944
 AH7944                         *CURRENT SURVEY CONTROL
 AH7944  ___________________________________________________________________
 AH7944* NAD 83(1986)-  42 52 14.     (N)    084 54 13.     (W)     SCALED    
 AH7944* NAVD 88     -       219.508  (meters)     720.17   (feet)  ADJUSTED  
 AH7944  ___________________________________________________________________
 AH7944  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AH7944  DYNAMIC HT  -         219.447 (meters)     719.97  (feet)  COMP
 AH7944  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 AH7944
 AH7944  VERT ORDER  -  FIRST     CLASS II
 AH7944
 AH7944.The horizontal coordinates were scaled from a topographic map and have
 AH7944.an estimated accuracy of +/- 6 seconds.
 AH7944
 AH7944.The orthometric height was determined by differential leveling
 AH7944.and adjusted by the National Geodetic Survey in January 2002..
 AH7944
 AH7944.The geoid height was determined by GEOID03.
 AH7944
 AH7944.The dynamic height is computed by dividing the NAVD 88
 AH7944.geopotential number by the normal gravity value computed on the
 AH7944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7944.degrees latitude (g = 980.6199 gals.).
 AH7944
 AH7944.The modeled gravity was interpolated from observed gravity values.
 AH7944
 AH7944;                    North         East    Units  Estimated Accuracy
 AH7944;SPC MI S     -   152,380.    3,956,130.      MT  (+/- 180 meters Scaled)
 AH7944
 AH7944                          SUPERSEDED SURVEY CONTROL
 AH7944
 AH7944.No superseded survey control is available for this station.
 AH7944
 AH7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN712485(NAD 83)
 AH7944_MARKER: DV = VERTICAL CONTROL DISK
 AH7944_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7944_SP_SET: BRIDGE ABUTMENT
 AH7944_STAMPING: C 333 1992
 AH7944_MARK LOGO: NGS   
 AH7944_PROJECTION: FLUSH
 AH7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7944+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7944
 AH7944  HISTORY     - Date     Condition        Report By
 AH7944  HISTORY     - 1992     MONUMENTED       NGS
 AH7944  HISTORY     - 19990408 GOOD             NGS
 AH7944
 AH7944                          STATION DESCRIPTION
 AH7944
 AH7944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7944'IN PORTLAND, AT THE INTERSECTION OF THE WEST GRAND RIVER AVENUE AND
 AH7944'WATER STREET, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE SOUTHWEST
 AH7944'END OF THE NORTHWEST CONCRETE ABUTMENT OF THE AVENUE BRIDGE SPANNING
 AH7944'THE GRAND RIVER, 34.5 M (113.2 FT) SOUTHEAST OF THE STREET CENTER, 9.1
 AH7944'M (29.9 FT) SOUTHWEST OF THE AVENUE CENTERLINE, AND 0.2 M (0.7 FT)
 AH7944'ABOVE THE LEVEL OF THE AVENUE.
 AH7944
 AH7944                          STATION RECOVERY (1999)
 AH7944
 AH7944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7944'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0489 ***********************************************************************
 NG0489  DESIGNATION -  C 334
 NG0489  PID         -  NG0489
 NG0489  STATE/COUNTY-  MI/VAN BUREN
 NG0489  USGS QUAD   -  BANGOR (1981)
 NG0489
 NG0489                         *CURRENT SURVEY CONTROL
 NG0489  ___________________________________________________________________
 NG0489* NAD 83(1986)-  42 18 32.     (N)    086 05 59.     (W)     SCALED    
 NG0489* NAVD 88     -       204.634  (meters)     671.37   (feet)  ADJUSTED  
 NG0489  ___________________________________________________________________
 NG0489  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NG0489  DYNAMIC HT  -         204.574 (meters)     671.17  (feet)  COMP
 NG0489  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 NG0489
 NG0489  VERT ORDER  -  FIRST     CLASS II
 NG0489
 NG0489.The horizontal coordinates were scaled from a topographic map and have
 NG0489.an estimated accuracy of +/- 6 seconds.
 NG0489
 NG0489.The orthometric height was determined by differential leveling
 NG0489.and adjusted by the National Geodetic Survey in June 1991..
 NG0489
 NG0489.The geoid height was determined by GEOID03.
 NG0489
 NG0489.The dynamic height is computed by dividing the NAVD 88
 NG0489.geopotential number by the normal gravity value computed on the
 NG0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0489.degrees latitude (g = 980.6199 gals.).
 NG0489
 NG0489.The modeled gravity was interpolated from observed gravity values.
 NG0489
 NG0489;                    North         East    Units  Estimated Accuracy
 NG0489;SPC MI S     -    91,320.    3,857,130.      MT  (+/- 180 meters Scaled)
 NG0489
 NG0489                          SUPERSEDED SURVEY CONTROL
 NG0489
 NG0489  NGVD 29 (01/19/93)  204.764  (m)          671.80   (f) ADJUSTED    1 2
 NG0489
 NG0489.Superseded values are not recommended for survey control.
 NG0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0489.See file dsdata.txt to determine how the superseded data were derived.
 NG0489
 NG0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM741844(NAD 83)
 NG0489_MARKER: I = METAL ROD
 NG0489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0489_SP_SET: STAINLESS STEEL ROD
 NG0489_STAMPING: C 334 1985
 NG0489_MARK LOGO: NGS   
 NG0489_PROJECTION: RECESSED 1 CENTIMETERS
 NG0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0489_ROD/PIPE-DEPTH: 12.8 meters
 NG0489
 NG0489  HISTORY     - Date     Condition        Report By
 NG0489  HISTORY     - 1985     MONUMENTED       NGS
 NG0489  HISTORY     - 20000802 MARK NOT FOUND   MI-159
 NG0489
 NG0489                          STATION DESCRIPTION
 NG0489
 NG0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0489'13.6 KM (8.45 MI) SOUTH FROM GRAND JUNCTION.
 NG0489'11.3 KM (7.0 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION
 NG0489'WITH COUNTY ROAD 388 IN GRAND JUNCTION, THENCE 2.3 KM (1.45 MI)
 NG0489'WESTERLY ALONG STATE HIGHWAY 43, 14.7 M (48.2 FT) NORTH OF THE CENTER
 NG0489'OF ARLINGTON STREET, 10.5 M (34.4 FT) SOUTH OF THE CENTERLINE OF THE
 NG0489'HIGHWAY, AND 0.7 M (2.3 FT) WEST OF UTILITY POLE NUMBER 311266.
 NG0489'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0489'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 NG0489'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NG0489
 NG0489                          STATION RECOVERY (2000)
 NG0489
 NG0489'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0489'COULD NOT FIND SURVEY MARKER. THIS MARKER COULD BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0465 ***********************************************************************
 NG0465  DESIGNATION -  C 335
 NG0465  PID         -  NG0465
 NG0465  STATE/COUNTY-  MI/BERRIEN
 NG0465  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0465
 NG0465                         *CURRENT SURVEY CONTROL
 NG0465  ___________________________________________________________________
 NG0465* NAD 83(1986)-  42 07 55.     (N)    086 24 13.     (W)     SCALED    
 NG0465* NAVD 88     -       195.543  (meters)     641.54   (feet)  ADJUSTED  
 NG0465  ___________________________________________________________________
 NG0465  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NG0465  DYNAMIC HT  -         195.477 (meters)     641.33  (feet)  COMP
 NG0465  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NG0465
 NG0465  VERT ORDER  -  FIRST     CLASS II
 NG0465
 NG0465.The horizontal coordinates were scaled from a topographic map and have
 NG0465.an estimated accuracy of +/- 6 seconds.
 NG0465
 NG0465.The orthometric height was determined by differential leveling
 NG0465.and adjusted by the National Geodetic Survey in June 1991..
 NG0465
 NG0465.The geoid height was determined by GEOID03.
 NG0465
 NG0465.The dynamic height is computed by dividing the NAVD 88
 NG0465.geopotential number by the normal gravity value computed on the
 NG0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0465.degrees latitude (g = 980.6199 gals.).
 NG0465
 NG0465.The modeled gravity was interpolated from observed gravity values.
 NG0465
 NG0465;                    North         East    Units  Estimated Accuracy
 NG0465;SPC MI S     -    72,230.    3,831,600.      MT  (+/- 180 meters Scaled)
 NG0465
 NG0465                          SUPERSEDED SURVEY CONTROL
 NG0465
 NG0465  NGVD 29 (01/19/93)  195.696  (m)          642.05   (f) ADJUSTED    1 2
 NG0465
 NG0465.Superseded values are not recommended for survey control.
 NG0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0465.See file dsdata.txt to determine how the superseded data were derived.
 NG0465
 NG0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM492645(NAD 83)
 NG0465_MARKER: I = METAL ROD
 NG0465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0465_SP_SET: STAINLESS STEEL ROD
 NG0465_STAMPING: C 335 1985
 NG0465_MARK LOGO: NGS   
 NG0465_PROJECTION: RECESSED 2 CENTIMETERS
 NG0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0465_ROD/PIPE-DEPTH: 7.3  meters
 NG0465
 NG0465  HISTORY     - Date     Condition        Report By
 NG0465  HISTORY     - 1985     MONUMENTED       NGS
 NG0465
 NG0465                          STATION DESCRIPTION
 NG0465
 NG0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0465'IN BENTON HEIGHTS.
 NG0465'IN BENTON HEIGHTS, AT THE INTERSECTION OF RED ARROW HIGHWAY AND
 NG0465'MCINTOSH STREET, 20.5 M (67.3 FT) SOUTHWEST OF A FENCE, 11.4 M (37.4
 NG0465'FT) NORTHEAST OF THE EXTENDED CENTER OF THE STREET, 10.5 M (34.4 FT)
 NG0465'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT)
 NG0465'NORTHEAST OF UTILITY POLE NUMBER B 176-9.  NOTE--ACCESS TO DATUM POINT
 NG0465'IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0465'THE MARK IS 1.2 METERS  NE FROM  A WITNESS POST
 NG0465'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1028 ***********************************************************************
 NE1028  DESIGNATION -  C 337
 NE1028  PID         -  NE1028
 NE1028  STATE/COUNTY-  MI/WASHTENAW
 NE1028  USGS QUAD   -  YPSILANTI EAST (1983)
 NE1028
 NE1028                         *CURRENT SURVEY CONTROL
 NE1028  ___________________________________________________________________
 NE1028* NAD 83(1986)-  42 13 05.     (N)    083 32 45.     (W)     SCALED    
 NE1028* NAVD 88     -       217.615  (meters)     713.96   (feet)  ADJUSTED  
 NE1028  ___________________________________________________________________
 NE1028  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NE1028  DYNAMIC HT  -         217.546 (meters)     713.73  (feet)  COMP
 NE1028  MODELED GRAV-     980,303.6   (mgal)                       NAVD 88
 NE1028
 NE1028  VERT ORDER  -  FIRST     CLASS II
 NE1028
 NE1028.The horizontal coordinates were scaled from a topographic map and have
 NE1028.an estimated accuracy of +/- 6 seconds.
 NE1028
 NE1028.The orthometric height was determined by differential leveling
 NE1028.and adjusted by the National Geodetic Survey in June 1991..
 NE1028
 NE1028.The geoid height was determined by GEOID03.
 NE1028
 NE1028.The dynamic height is computed by dividing the NAVD 88
 NE1028.geopotential number by the normal gravity value computed on the
 NE1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1028.degrees latitude (g = 980.6199 gals.).
 NE1028
 NE1028.The modeled gravity was interpolated from observed gravity values.
 NE1028
 NE1028;                    North         East    Units  Estimated Accuracy
 NE1028;SPC MI S     -    80,090.    4,067,770.      MT  (+/- 180 meters Scaled)
 NE1028
 NE1028                          SUPERSEDED SURVEY CONTROL
 NE1028
 NE1028  NGVD 29 (01/19/93)  217.745  (m)          714.39   (f) ADJUSTED    1 2
 NE1028
 NE1028.Superseded values are not recommended for survey control.
 NE1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1028.See file dsdata.txt to determine how the superseded data were derived.
 NE1028
 NE1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG898771(NAD 83)
 NE1028_MARKER: DB = BENCH MARK DISK
 NE1028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1028_SP_SET: PIER
 NE1028_STAMPING: C 337 1985
 NE1028_MARK LOGO: NGS   
 NE1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1028+STABILITY: POSITION/ELEVATION WELL
 NE1028
 NE1028  HISTORY     - Date     Condition        Report By
 NE1028  HISTORY     - 1985     MONUMENTED       NGS
 NE1028
 NE1028                          STATION DESCRIPTION
 NE1028
 NE1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1028'22.0 KM (13.7 MI) EAST FROM ANN ARBOR.
 NE1028'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1028'HURON STREET IN ANN ARBOR, THENCE 17.1 KM (10.6 MI) EASTERLY ALONG
 NE1028'INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE EAST FACE OF THE MOST
 NE1028'EASTERLY 1 OF 8  COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 NE1028'OF RAWSONVILLE ROAD OVERPASS OF THE HIGHWAY, AND 15.5 M (50.9 FT)
 NE1028'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 NE1028'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1004 ***********************************************************************
 NE1004  DESIGNATION -  C 338
 NE1004  PID         -  NE1004
 NE1004  STATE/COUNTY-  MI/WAYNE
 NE1004  USGS QUAD   -  DEARBORN (1983)
 NE1004
 NE1004                         *CURRENT SURVEY CONTROL
 NE1004  ___________________________________________________________________
 NE1004* NAD 83(1986)-  42 17 36.     (N)    083 08 15.     (W)     SCALED    
 NE1004* NAVD 88     -       176.131  (meters)     577.86   (feet)  ADJUSTED  
 NE1004  ___________________________________________________________________
 NE1004  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE1004  DYNAMIC HT  -         176.078 (meters)     577.68  (feet)  COMP
 NE1004  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 NE1004
 NE1004  VERT ORDER  -  FIRST     CLASS II
 NE1004
 NE1004.The horizontal coordinates were scaled from a topographic map and have
 NE1004.an estimated accuracy of +/- 6 seconds.
 NE1004
 NE1004.The orthometric height was determined by differential leveling
 NE1004.and adjusted by the National Geodetic Survey in June 1991..
 NE1004
 NE1004.The geoid height was determined by GEOID03.
 NE1004
 NE1004.The dynamic height is computed by dividing the NAVD 88
 NE1004.geopotential number by the normal gravity value computed on the
 NE1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1004.degrees latitude (g = 980.6199 gals.).
 NE1004
 NE1004.The modeled gravity was interpolated from observed gravity values.
 NE1004
 NE1004;                    North         East    Units  Estimated Accuracy
 NE1004;SPC MI S     -    88,860.    4,101,360.      MT  (+/- 180 meters Scaled)
 NE1004
 NE1004                          SUPERSEDED SURVEY CONTROL
 NE1004
 NE1004  NGVD 29 (01/19/93)  176.297  (m)          578.40   (f) ADJUSTED    1 2
 NE1004
 NE1004.Superseded values are not recommended for survey control.
 NE1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1004.See file dsdata.txt to determine how the superseded data were derived.
 NE1004
 NE1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG237845(NAD 83)
 NE1004_MARKER: DB = BENCH MARK DISK
 NE1004_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1004_SP_SET: PIER
 NE1004_STAMPING: C 338 1985
 NE1004_MARK LOGO: NGS   
 NE1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1004+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 NE1004
 NE1004  HISTORY     - Date     Condition        Report By
 NE1004  HISTORY     - 1985     MONUMENTED       NGS
 NE1004  HISTORY     - 20020511 GOOD             OHM
 NE1004
 NE1004                          STATION DESCRIPTION
 NE1004
 NE1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1004'IN DETROIT.
 NE1004'IN DETROIT, AT THE INTERSECTION OF DEARBORN AVENUE AND FORT STREET,
 NE1004'SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 15
 NE1004'COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF A RAILROAD
 NE1004'OVERPASS OF THE STREET, 128.0 M (419.9 FT) SOUTHWEST OF THE CENTER OF
 NE1004'THE AVENUE, 19.2 M (63.0 FT) NORTHEAST OF THE CENTER OF THE OVERPASS,
 NE1004'AND 7.4 M (24.3 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND
 NE1004'LANES OF THE STREET.
 NE1004'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1004
 NE1004                          STATION RECOVERY (2002)
 NE1004
 NE1004'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1004'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0724 ***********************************************************************
 RJ0724  DESIGNATION -  C 339
 RJ0724  PID         -  RJ0724
 RJ0724  STATE/COUNTY-  MI/CHIPPEWA
 RJ0724  USGS QUAD   -  MUNUSCONG (1976)
 RJ0724
 RJ0724                         *CURRENT SURVEY CONTROL
 RJ0724  ___________________________________________________________________
 RJ0724* NAD 83(1986)-  46 09 31.     (N)    084 11 42.     (W)     SCALED    
 RJ0724* NAVD 88     -       189.150  (meters)     620.57   (feet)  ADJUSTED  
 RJ0724  ___________________________________________________________________
 RJ0724  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ0724  DYNAMIC HT  -         189.157 (meters)     620.59  (feet)  COMP
 RJ0724  MODELED GRAV-     980,650.6   (mgal)                       NAVD 88
 RJ0724
 RJ0724  VERT ORDER  -  SECOND    CLASS I
 RJ0724
 RJ0724.The horizontal coordinates were scaled from a topographic map and have
 RJ0724.an estimated accuracy of +/- 6 seconds.
 RJ0724
 RJ0724.The orthometric height was determined by differential leveling
 RJ0724.and adjusted by the National Geodetic Survey in June 1991..
 RJ0724
 RJ0724.The geoid height was determined by GEOID03.
 RJ0724
 RJ0724.The dynamic height is computed by dividing the NAVD 88
 RJ0724.geopotential number by the normal gravity value computed on the
 RJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0724.degrees latitude (g = 980.6199 gals.).
 RJ0724
 RJ0724.The modeled gravity was interpolated from observed gravity values.
 RJ0724
 RJ0724;                    North         East    Units  Estimated Accuracy
 RJ0724;SPC MI N     -   156,690.    8,216,600.      MT  (+/- 180 meters Scaled)
 RJ0724
 RJ0724                          SUPERSEDED SURVEY CONTROL
 RJ0724
 RJ0724.No superseded survey control is available for this station.
 RJ0724
 RJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS165154(NAD 83)
 RJ0724_MARKER: DB = BENCH MARK DISK
 RJ0724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0724_SP_SET: STAINLESS STEEL ROD
 RJ0724_STAMPING: C 339 1986
 RJ0724_MARK LOGO: NOS   
 RJ0724_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0724_ROD/PIPE-DEPTH: 5.5  meters
 RJ0724
 RJ0724  HISTORY     - Date     Condition        Report By
 RJ0724  HISTORY     - 1986     MONUMENTED       NOS
 RJ0724  HISTORY     - 1986     MARK NOT FOUND   NOS
 RJ0724
 RJ0724                          STATION DESCRIPTION
 RJ0724
 RJ0724'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0724'12.7 KM (7.9 MI) EAST FROM PICKFORD.
 RJ0724'12.7 KM (7.9 MI) EASTERLY ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0724'PICKFORD, 10.4 M (34.1 FT) NORTHWEST OF A 12-INCH OAK TREE WITH A
 RJ0724'WITNESS NAIL, 6.1 M (20.0 FT) SOUTH OF THE ROAD CENTERLINE, AND 3.8 M
 RJ0724'(12.5 FT) NORTH OF A UTILITY POLE.
 RJ0724
 RJ0724                          STATION RECOVERY (1986)
 RJ0724
 RJ0724'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0010 ***********************************************************************
 NE0010  DESIGNATION -  C 34 USLS
 NE0010  PID         -  NE0010
 NE0010  STATE/COUNTY-  MI/ST CLAIR
 NE0010  USGS QUAD   -  ST CLAIR (1991)
 NE0010
 NE0010                         *CURRENT SURVEY CONTROL
 NE0010  ___________________________________________________________________
 NE0010* NAD 83(1986)-  42 47 37.     (N)    082 28 51.     (W)     SCALED    
 NE0010* NAVD 88     -       178.307  (meters)     585.00   (feet)  ADJUSTED  
 NE0010  ___________________________________________________________________
 NE0010  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0010  DYNAMIC HT  -         178.259 (meters)     584.84  (feet)  COMP
 NE0010  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 NE0010
 NE0010  VERT ORDER  -  FIRST     CLASS 0
 NE0010
 NE0010.The horizontal coordinates were scaled from a topographic map and have
 NE0010.an estimated accuracy of +/- 6 seconds.
 NE0010
 NE0010.The orthometric height was determined by differential leveling
 NE0010.and adjusted by the National Geodetic Survey in June 1991..
 NE0010
 NE0010.The geoid height was determined by GEOID03.
 NE0010
 NE0010.The dynamic height is computed by dividing the NAVD 88
 NE0010.geopotential number by the normal gravity value computed on the
 NE0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0010.degrees latitude (g = 980.6199 gals.).
 NE0010
 NE0010.The modeled gravity was interpolated from observed gravity values.
 NE0010
 NE0010;                    North         East    Units  Estimated Accuracy
 NE0010;SPC MI S     -   145,420.    4,154,260.      MT  (+/- 180 meters Scaled)
 NE0010
 NE0010                          SUPERSEDED SURVEY CONTROL
 NE0010
 NE0010  NGVD 29 (??/??/??)  178.434  (m)          585.41   (f) ADJUSTED    1 0
 NE0010
 NE0010.Superseded values are not recommended for survey control.
 NE0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0010.See file dsdata.txt to determine how the superseded data were derived.
 NE0010
 NE0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH788389(NAD 83)
 NE0010_MARKER: DD = SURVEY DISK
 NE0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0010_SP_SET: BRIDGE
 NE0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0010
 NE0010  HISTORY     - Date     Condition        Report By
 NE0010  HISTORY     - 1929     MONUMENTED       USLS
 NE0010  HISTORY     - 1970     GOOD             USLS
 NE0010  HISTORY     - 1980     GOOD             NGS
 NE0010  HISTORY     - 1983     GOOD             USPSQD
 NE0010  HISTORY     - 19990605 GOOD             USPSQD
 NE0010  HISTORY     - 20050410 POOR             USPSQD
 NE0010
 NE0010                          STATION DESCRIPTION
 NE0010
 NE0010'DESCRIBED BY US LAKE SURVEY 1970
 NE0010'1.8 MI S FROM ST CLAIR.
 NE0010'C 34 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 1.8 MILES SOUTH
 NE0010'ALONG HIGHWAY M-29 FROM BRIDGE OVER PINE RIVER IN ST. CLAIR,
 NE0010'ON THE RIVER SIDE OF HIGHWAY M-29, ON TOP OF BUTTRESS AT
 NE0010'NORTHEAST CORNER OF BRIDGE OVER A CREEK, BEING HIGHEST POINT
 NE0010'OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.
 NE0010'NOTE-- PREV. DESIG. BM C 34 1929
 NE0010
 NE0010                          STATION RECOVERY (1980)
 NE0010
 NE0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0010'3.2 KILOMETERS (2.0 MILES) SOUTH ALONG STATE HIGHWAY 29 FROM THE
 NE0010'OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER THE PINE RIVER
 NE0010'IN ST CLAIR, SET IN TOP OF THE NORTH END OF THE EAST ABUTMENT OF
 NE0010'A LARGE CONCRETE CULVERT UNDER HIGHWAY 29, 6.4 METERS (21 FEET)
 NE0010'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 0.18 METERS (0.6 FEET)
 NE0010'EAST OF THE EAST HEADWALL OF THE CULVERT.
 NE0010'THE MARK IS 0.3 M BELOW HIGHWAY.
 NE0010
 NE0010                          STATION RECOVERY (1983)
 NE0010
 NE0010'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0010'ABOUT 2 MILES SOUTH ALONG HIGHWAY M-29 FROM THE OPERATION HOUSE OF
 NE0010'THE M-29 DRAW BRIDGE OVER THE PINE RIVER IN ST. CLAIR, SET IN THE TOP
 NE0010'OF THE NORTH END OF THE EAST ABUTMENT OF A LARGE CONCRETE CULVERT
 NE0010'UNDER HIGHWAY M 29, 21 FEET EAST OF THE CENTERLINE , 0.6 FEET EAST OF
 NE0010'THE EAST HEADWALL OF THE CULVERT. 0.3 METERS BELOW THE HIGHWAY.
 NE0010
 NE0010                          STATION RECOVERY (1999)
 NE0010
 NE0010'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0010'RECOVERED IN GOOD CONDITION.
 NE0010
 NE0010                          STATION RECOVERY (2005)
 NE0010
 NE0010'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0010'MARK FOUND IN POOR CONDITION.  ABUTMENT MARK IS SET IN IS DAMAGED AND
 NE0010'CONCRETE IS CRUMBLING AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5045 ***********************************************************************
 AA5045  DESIGNATION -  C 340
 AA5045  PID         -  AA5045
 AA5045  STATE/COUNTY-  MI/MASON
 AA5045  USGS QUAD   -  CUSTER (1987)
 AA5045
 AA5045                         *CURRENT SURVEY CONTROL
 AA5045  ___________________________________________________________________
 AA5045* NAD 83(1986)-  43 57 12.     (N)    086 09 26.     (W)     SCALED    
 AA5045* NAVD 88     -       206.572  (meters)     677.73   (feet)  ADJUSTED  
 AA5045  ___________________________________________________________________
 AA5045  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 AA5045  DYNAMIC HT  -         206.537 (meters)     677.61  (feet)  COMP
 AA5045  MODELED GRAV-     980,444.9   (mgal)                       NAVD 88
 AA5045
 AA5045  VERT ORDER  -  FIRST     CLASS II
 AA5045
 AA5045.The horizontal coordinates were scaled from a topographic map and have
 AA5045.an estimated accuracy of +/- 6 seconds.
 AA5045
 AA5045.The orthometric height was determined by differential leveling
 AA5045.and adjusted by the National Geodetic Survey in January 2002..
 AA5045
 AA5045.The geoid height was determined by GEOID03.
 AA5045
 AA5045.The dynamic height is computed by dividing the NAVD 88
 AA5045.geopotential number by the normal gravity value computed on the
 AA5045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5045.degrees latitude (g = 980.6199 gals.).
 AA5045
 AA5045.The modeled gravity was interpolated from observed gravity values.
 AA5045
 AA5045;                    North         East    Units  Estimated Accuracy
 AA5045;SPC MI C     -    72,340.    5,856,280.      MT  (+/- 180 meters Scaled)
 AA5045
 AA5045                          SUPERSEDED SURVEY CONTROL
 AA5045
 AA5045.No superseded survey control is available for this station.
 AA5045
 AA5045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP676670(NAD 83)
 AA5045_MARKER: I = METAL ROD
 AA5045_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5045_STAMPING: C 340 1992
 AA5045_MARK LOGO: NGS   
 AA5045_PROJECTION: FLUSH
 AA5045_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5045+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5045_ROD/PIPE-DEPTH: 4.9  meters
 AA5045
 AA5045  HISTORY     - Date     Condition        Report By
 AA5045  HISTORY     - 1992     MONUMENTED       NGS
 AA5045  HISTORY     - 20031010 GOOD             USPSQD
 AA5045
 AA5045                          STATION DESCRIPTION
 AA5045
 AA5045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5045'5.1 KM (3.15 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5045'IN CUSTER, 176.8 M (580.1 FT) EAST OF THE EXTENDED CENTER OF
 AA5045'SCHOENHERR ROAD, 14.6 M (47.9 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.6
 AA5045'M (15.1 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.4 M
 AA5045'(1.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AA5045'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AA5045'A 5-INCH LOGO CAP.
 AA5045
 AA5045                          STATION RECOVERY (2003)
 AA5045
 AA5045'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7867 ***********************************************************************
 AH7867  DESIGNATION -  C 341
 AH7867  PID         -  AH7867
 AH7867  STATE/COUNTY-  MI/OSCEOLA
 AH7867  USGS QUAD   -  REED CITY SOUTH (1987)
 AH7867
 AH7867                         *CURRENT SURVEY CONTROL
 AH7867  ___________________________________________________________________
 AH7867* NAD 83(1986)-  43 49 46.     (N)    085 30 13.     (W)     SCALED    
 AH7867* NAVD 88     -       328.659  (meters)    1078.28   (feet)  ADJUSTED  
 AH7867  ___________________________________________________________________
 AH7867  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AH7867  DYNAMIC HT  -         328.605 (meters)    1078.10  (feet)  COMP
 AH7867  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 AH7867
 AH7867  VERT ORDER  -  FIRST     CLASS II
 AH7867
 AH7867.The horizontal coordinates were scaled from a topographic map and have
 AH7867.an estimated accuracy of +/- 6 seconds.
 AH7867
 AH7867.The orthometric height was determined by differential leveling
 AH7867.and adjusted by the National Geodetic Survey in January 2002..
 AH7867
 AH7867.The geoid height was determined by GEOID03.
 AH7867
 AH7867.The dynamic height is computed by dividing the NAVD 88
 AH7867.geopotential number by the normal gravity value computed on the
 AH7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7867.degrees latitude (g = 980.6199 gals.).
 AH7867
 AH7867.The modeled gravity was interpolated from observed gravity values.
 AH7867
 AH7867;                    North         East    Units  Estimated Accuracy
 AH7867;SPC MI C     -    57,620.    5,908,540.      MT  (+/- 180 meters Scaled)
 AH7867
 AH7867                          SUPERSEDED SURVEY CONTROL
 AH7867
 AH7867.No superseded survey control is available for this station.
 AH7867
 AH7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP203540(NAD 83)
 AH7867_MARKER: I = METAL ROD
 AH7867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7867_STAMPING: C 341 1992
 AH7867_MARK LOGO: NGS   
 AH7867_PROJECTION: FLUSH
 AH7867_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7867+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7867_ROD/PIPE-DEPTH: 13.7 meters
 AH7867
 AH7867  HISTORY     - Date     Condition        Report By
 AH7867  HISTORY     - 1992     MONUMENTED       NGS
 AH7867
 AH7867                          STATION DESCRIPTION
 AH7867
 AH7867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7867'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7867'IN REED CITY, THENCE 5.3 KM (3.30 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7867'131 BUSINESS, 46.1 M (151.2 FT) WEST OF THE HIGHWAY CENTERLINE, 11.0 M
 AH7867'(36.1 FT) SOUTH OF THE CENTER OF ONE MILE ROAD, 1.6 M (5.2 FT) ABOVE
 AH7867'THE LEVEL OF THE ROAD, 1.5 M (4.9 FT) EAST OF A UTILITY POLE, AND 0.4
 AH7867'M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7867'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7895 ***********************************************************************
 AH7895  DESIGNATION -  C 342
 AH7895  PID         -  AH7895
 AH7895  STATE/COUNTY-  MI/MECOSTA
 AH7895  USGS QUAD   -  BLANCHARD (1979)
 AH7895
 AH7895                         *CURRENT SURVEY CONTROL
 AH7895  ___________________________________________________________________
 AH7895* NAD 83(1986)-  43 35 43.     (N)    085 06 20.     (W)     SCALED    
 AH7895* NAVD 88     -       318.191  (meters)    1043.93   (feet)  ADJUSTED  
 AH7895  ___________________________________________________________________
 AH7895  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AH7895  DYNAMIC HT  -         318.132 (meters)    1043.74  (feet)  COMP
 AH7895  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 AH7895
 AH7895  VERT ORDER  -  FIRST     CLASS II
 AH7895
 AH7895.The horizontal coordinates were scaled from a topographic map and have
 AH7895.an estimated accuracy of +/- 6 seconds.
 AH7895
 AH7895.The orthometric height was determined by differential leveling
 AH7895.and adjusted by the National Geodetic Survey in January 2002..
 AH7895
 AH7895.The geoid height was determined by GEOID03.
 AH7895
 AH7895.The dynamic height is computed by dividing the NAVD 88
 AH7895.geopotential number by the normal gravity value computed on the
 AH7895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7895.degrees latitude (g = 980.6199 gals.).
 AH7895
 AH7895.The modeled gravity was interpolated from observed gravity values.
 AH7895
 AH7895;                    North         East    Units  Estimated Accuracy
 AH7895;SPC MI S     -   233,010.    3,940,340.      MT  (+/- 180 meters Scaled)
 AH7895
 AH7895                          SUPERSEDED SURVEY CONTROL
 AH7895
 AH7895.No superseded survey control is available for this station.
 AH7895
 AH7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP529286(NAD 83)
 AH7895_MARKER: I = METAL ROD
 AH7895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7895_STAMPING: C 342 1992
 AH7895_MARK LOGO: NGS   
 AH7895_PROJECTION: FLUSH
 AH7895_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7895+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7895_ROD/PIPE-DEPTH: 7.6  meters
 AH7895
 AH7895  HISTORY     - Date     Condition        Report By
 AH7895  HISTORY     - 1992     MONUMENTED       NGS
 AH7895
 AH7895                          STATION DESCRIPTION
 AH7895
 AH7895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7895'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7895'IN REMUS, 49.7 M (163.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 7.4 M
 AH7895'(24.3 FT) EAST OF THE CENTER OF 10TH AVENUE, 1.4 M (4.6 FT) NORTH OF A
 AH7895'UTILITY POLE WITH A GUY CABLE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AH7895'HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 AH7895'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7911 ***********************************************************************
 AH7911  DESIGNATION -  C 343
 AH7911  PID         -  AH7911
 AH7911  STATE/COUNTY-  MI/MONTCALM
 AH7911  USGS QUAD   -  STANTON (1982)
 AH7911
 AH7911                         *CURRENT SURVEY CONTROL
 AH7911  ___________________________________________________________________
 AH7911* NAD 83(1986)-  43 18 48.     (N)    085 02 40.     (W)     SCALED    
 AH7911* NAVD 88     -       293.669  (meters)     963.48   (feet)  ADJUSTED  
 AH7911  ___________________________________________________________________
 AH7911  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH7911  DYNAMIC HT  -         293.613 (meters)     963.30  (feet)  COMP
 AH7911  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 AH7911
 AH7911  VERT ORDER  -  FIRST     CLASS II
 AH7911
 AH7911.The horizontal coordinates were scaled from a topographic map and have
 AH7911.an estimated accuracy of +/- 6 seconds.
 AH7911
 AH7911.The orthometric height was determined by differential leveling
 AH7911.and adjusted by the National Geodetic Survey in January 2002..
 AH7911
 AH7911.The geoid height was determined by GEOID03.
 AH7911
 AH7911.The dynamic height is computed by dividing the NAVD 88
 AH7911.geopotential number by the normal gravity value computed on the
 AH7911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7911.degrees latitude (g = 980.6199 gals.).
 AH7911
 AH7911.The modeled gravity was interpolated from observed gravity values.
 AH7911
 AH7911;                    North         East    Units  Estimated Accuracy
 AH7911;SPC MI S     -   201,650.    3,945,020.      MT  (+/- 180 meters Scaled)
 AH7911
 AH7911                          SUPERSEDED SURVEY CONTROL
 AH7911
 AH7911.No superseded survey control is available for this station.
 AH7911
 AH7911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN585974(NAD 83)
 AH7911_MARKER: I = METAL ROD
 AH7911_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7911_STAMPING: C 343 1992
 AH7911_MARK LOGO: NGS   
 AH7911_PROJECTION: FLUSH
 AH7911_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7911+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7911_ROD/PIPE-DEPTH: 7.8  meters
 AH7911
 AH7911  HISTORY     - Date     Condition        Report By
 AH7911  HISTORY     - 1992     MONUMENTED       NGS
 AH7911
 AH7911                          STATION DESCRIPTION
 AH7911
 AH7911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7911'2.8 KM (1.75 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7911'STANTON, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG WYMAN ROAD, 13.2 M
 AH7911'(43.3 FT) SOUTH OF THE EXTENDED CENTER OF A DRIVEWAY, 10.2 M (33.5 FT)
 AH7911'WEST OF THE ROAD CENTERLINE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST,
 AH7911'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO THE
 AH7911'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8450 ***********************************************************************
 AH8450  DESIGNATION -  C 344
 AH8450  PID         -  AH8450
 AH8450  STATE/COUNTY-  MI/ST JOSEPH
 AH8450  USGS QUAD   -  CONSTANTINE (1972)
 AH8450
 AH8450                         *CURRENT SURVEY CONTROL
 AH8450  ___________________________________________________________________
 AH8450* NAD 83(1986)-  41 50 06.     (N)    085 38 54.     (W)     SCALED    
 AH8450* NAVD 88     -       243.100  (meters)     797.57   (feet)  ADJUSTED  
 AH8450  ___________________________________________________________________
 AH8450  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 AH8450  DYNAMIC HT  -         243.014 (meters)     797.29  (feet)  COMP
 AH8450  MODELED GRAV-     980,262.2   (mgal)                       NAVD 88
 AH8450
 AH8450  VERT ORDER  -  FIRST     CLASS II
 AH8450
 AH8450.The horizontal coordinates were scaled from a topographic map and have
 AH8450.an estimated accuracy of +/- 6 seconds.
 AH8450
 AH8450.The orthometric height was determined by differential leveling
 AH8450.and adjusted by the National Geodetic Survey in March 2005..
 AH8450.No vertical observational check was made to the station.
 AH8450
 AH8450.The geoid height was determined by GEOID03.
 AH8450
 AH8450.The dynamic height is computed by dividing the NAVD 88
 AH8450.geopotential number by the normal gravity value computed on the
 AH8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8450.degrees latitude (g = 980.6199 gals.).
 AH8450
 AH8450.The modeled gravity was interpolated from observed gravity values.
 AH8450
 AH8450;                    North         East    Units  Estimated Accuracy
 AH8450;SPC MI S     -    38,020.    3,893,540.      MT  (+/- 180 meters Scaled)
 AH8450
 AH8450                          SUPERSEDED SURVEY CONTROL
 AH8450
 AH8450.No superseded survey control is available for this station.
 AH8450
 AH8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM122323(NAD 83)
 AH8450_MARKER: F = FLANGE-ENCASED ROD
 AH8450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8450_STAMPING: C 344 1992
 AH8450_MARK LOGO: NGS   
 AH8450_PROJECTION: FLUSH
 AH8450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8450+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8450_ROD/PIPE-DEPTH: 15.3 meters
 AH8450
 AH8450  HISTORY     - Date     Condition        Report By
 AH8450  HISTORY     - 1992     MONUMENTED       NGS
 AH8450  HISTORY     - 20010529 GOOD             NGS
 AH8450
 AH8450                          STATION DESCRIPTION
 AH8450
 AH8450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8450'IN CONSTANTINE, AT THE INTERSECTION OF SOUTH WASHINGTON (U.S. HIGHWAY
 AH8450'131) AND CLINTON STREETS, 43.4 M (142.4 FT) SOUTHWEST OF THE
 AH8450'CENTERLINE OF WASHINGTON STREET, 13.4 M (44.0 FT) NORTH OF THE NORTH
 AH8450'CRNER OF A HOUSE AT 150 CLINTON STREET, 5.3 M (17.4 FT) SOUTHEAST OF
 AH8450'AND LEVEL WITH THE CENTER OF CLINTON STREET, 2.1 M (6.9 FT) SOUTHWEST
 AH8450'OF A WITNESS POST AND GUY CABLE ANCHOR, AND 1.3 M (4.3 FT) NORTHEAST
 AH8450'OF UTILITY POLE NUMBER S 489C-53 WITH 2 GUY CABLES.  NOTE--ACCESS TO
 AH8450'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8450
 AH8450                          STATION RECOVERY (2001)
 AH8450
 AH8450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8450'RECOVERED IN GOOD CONDITION.  NOTE-- - ADD-- STATION IS ONE BETWEEN A
 AH8450'UTILITY POLE AND A GUY CABLE ANCHOR BY  WITNESS POST AND IS ABOUT
 AH8450'6-INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8418 ***********************************************************************
 AH8418  DESIGNATION -  C 345
 AH8418  PID         -  AH8418
 AH8418  STATE/COUNTY-  MI/KALAMAZOO
 AH8418  USGS QUAD   -  PORTAGE (1979)
 AH8418
 AH8418                         *CURRENT SURVEY CONTROL
 AH8418  ___________________________________________________________________
 AH8418* NAD 83(1986)-  42 12 55.     (N)    085 34 28.     (W)     SCALED    
 AH8418* NAVD 88     -       259.369  (meters)     850.95   (feet)  ADJUSTED  
 AH8418  ___________________________________________________________________
 AH8418  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 AH8418  DYNAMIC HT  -         259.288 (meters)     850.68  (feet)  COMP
 AH8418  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 AH8418
 AH8418  VERT ORDER  -  FIRST     CLASS II
 AH8418
 AH8418.The horizontal coordinates were scaled from a topographic map and have
 AH8418.an estimated accuracy of +/- 6 seconds.
 AH8418
 AH8418.The orthometric height was determined by differential leveling
 AH8418.and adjusted by the National Geodetic Survey in March 2005..
 AH8418
 AH8418.The geoid height was determined by GEOID03.
 AH8418
 AH8418.The dynamic height is computed by dividing the NAVD 88
 AH8418.geopotential number by the normal gravity value computed on the
 AH8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8418.degrees latitude (g = 980.6199 gals.).
 AH8418
 AH8418.The modeled gravity was interpolated from observed gravity values.
 AH8418
 AH8418;                    North         East    Units  Estimated Accuracy
 AH8418;SPC MI S     -    80,170.    3,900,280.      MT  (+/- 180 meters Scaled)
 AH8418
 AH8418                          SUPERSEDED SURVEY CONTROL
 AH8418
 AH8418.No superseded survey control is available for this station.
 AH8418
 AH8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM176746(NAD 83)
 AH8418_MARKER: F = FLANGE-ENCASED ROD
 AH8418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8418_STAMPING: C 345 1992
 AH8418_MARK LOGO: NGS   
 AH8418_PROJECTION: FLUSH
 AH8418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8418+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8418_ROD/PIPE-DEPTH: 27.5 meters
 AH8418
 AH8418  HISTORY     - Date     Condition        Report By
 AH8418  HISTORY     - 1992     MONUMENTED       NGS
 AH8418  HISTORY     - 20010528 GOOD             NGS
 AH8418
 AH8418                          STATION DESCRIPTION
 AH8418
 AH8418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8418'IN PORTAGE, AT THE INTERSECTION OF LOVERS LANE AND WEST DRIVE (ROMENCE
 AH8418'ROAD), 14.4 M (47.2 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, 12.3 M
 AH8418'(40.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE LANE, 1.0 M
 AH8418'(3.3 FT) NORTHEAST OF THE CENTER OF A TRAFFIC CONTROL ACCESS COVER,
 AH8418'AND 0.4 M (1.3 FT) NORTH OF A SIGNAL LIGHT POLE.  NOTE--ACCESS TO THE
 AH8418'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8418
 AH8418                          STATION RECOVERY (2001)
 AH8418
 AH8418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8195 ***********************************************************************
 AB8195  DESIGNATION -  C 346
 AB8195  PID         -  AB8195
 AB8195  STATE/COUNTY-  MI/CHIPPEWA
 AB8195  USGS QUAD   -  TIMBERLOST (1975)
 AB8195
 AB8195                         *CURRENT SURVEY CONTROL
 AB8195  ___________________________________________________________________
 AB8195* NAD 83(1986)-  46 36 02.     (N)    085 13 25.     (W)     SCALED    
 AB8195* NAVD 88     -       225.832  (meters)     740.92   (feet)  ADJUSTED  
 AB8195  ___________________________________________________________________
 AB8195  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 AB8195  DYNAMIC HT  -         225.845 (meters)     740.96  (feet)  COMP
 AB8195  MODELED GRAV-     980,667.6   (mgal)                       NAVD 88
 AB8195
 AB8195  VERT ORDER  -  SECOND    CLASS I
 AB8195
 AB8195.The horizontal coordinates were scaled from a topographic map and have
 AB8195.an estimated accuracy of +/- 6 seconds.
 AB8195
 AB8195.The orthometric height was determined by differential leveling
 AB8195.and adjusted by the National Geodetic Survey in July 2002..
 AB8195
 AB8195.The geoid height was determined by GEOID03.
 AB8195
 AB8195.The dynamic height is computed by dividing the NAVD 88
 AB8195.geopotential number by the normal gravity value computed on the
 AB8195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8195.degrees latitude (g = 980.6199 gals.).
 AB8195
 AB8195.The modeled gravity was interpolated from observed gravity values.
 AB8195
 AB8195;                    North         East    Units  Estimated Accuracy
 AB8195;SPC MI N     -   203,500.    8,136,090.      MT  (+/- 180 meters Scaled)
 AB8195
 AB8195                          SUPERSEDED SURVEY CONTROL
 AB8195
 AB8195.No superseded survey control is available for this station.
 AB8195
 AB8195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS360623(NAD 83)
 AB8195_MARKER: I = METAL ROD
 AB8195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8195_STAMPING: C 346 1996
 AB8195_MARK LOGO: NGS   
 AB8195_PROJECTION: FLUSH
 AB8195_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8195+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB8195_ROD/PIPE-DEPTH: 28.8 meters
 AB8195
 AB8195  HISTORY     - Date     Condition        Report By
 AB8195  HISTORY     - 1996     MONUMENTED       NGS
 AB8195  HISTORY     - 20040902 GOOD             USPSQD
 AB8195
 AB8195                          STATION DESCRIPTION
 AB8195
 AB8195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8195'18.7 KM (11.60 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8195'OF WHITEFISH ROAD IN PARADISE, 21.1 M (69.2 FT) SOUTH OF THE HIGHWAY
 AB8195'CENTERLINE, 10.9 M (35.8 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 AB8195'TO THE DEPARTMENT OF NATURAL RESOURCES HEADQUARTERS, 1.1 M (3.6 FT)
 AB8195'BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTH OF A WITNESS
 AB8195'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8195
 AB8195                          STATION RECOVERY (2004)
 AB8195
 AB8195'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AB8195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6028 ***********************************************************************
 AC6028  DESIGNATION -  C 347
 AC6028  PID         -  AC6028
 AC6028  STATE/COUNTY-  MI/KEWEENAW
 AC6028  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6028
 AC6028                         *CURRENT SURVEY CONTROL
 AC6028  ___________________________________________________________________
 AC6028* NAD 83(1986)-  47 25 59.     (N)    088 08 30.     (W)     SCALED    
 AC6028* NAVD 88     -       357.004  (meters)    1171.27   (feet)  ADJUSTED  
 AC6028  ___________________________________________________________________
 AC6028  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AC6028  DYNAMIC HT  -         357.067 (meters)    1171.48  (feet)  COMP
 AC6028  MODELED GRAV-     980,776.1   (mgal)                       NAVD 88
 AC6028
 AC6028  VERT ORDER  -  SECOND    CLASS I
 AC6028
 AC6028.The horizontal coordinates were scaled from a topographic map and have
 AC6028.an estimated accuracy of +/- 6 seconds.
 AC6028
 AC6028.The orthometric height was determined by differential leveling
 AC6028.and adjusted by the National Geodetic Survey in March 1997..
 AC6028
 AC6028.The geoid height was determined by GEOID03.
 AC6028
 AC6028.The dynamic height is computed by dividing the NAVD 88
 AC6028.geopotential number by the normal gravity value computed on the
 AC6028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6028.degrees latitude (g = 980.6199 gals.).
 AC6028
 AC6028.The modeled gravity was interpolated from observed gravity values.
 AC6028
 AC6028;                    North         East    Units  Estimated Accuracy
 AC6028;SPC MI N     -   295,150.    7,913,870.      MT  (+/- 180 meters Scaled)
 AC6028
 AC6028                          SUPERSEDED SURVEY CONTROL
 AC6028
 AC6028.No superseded survey control is available for this station.
 AC6028
 AC6028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT139539(NAD 83)
 AC6028_MARKER: DV = VERTICAL CONTROL DISK
 AC6028_SETTING: 66 = SET IN ROCK OUTCROP
 AC6028_STAMPING: C 347 1996
 AC6028_MARK LOGO: NGS   
 AC6028_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6028+STABILITY: POSITION/ELEVATION WELL
 AC6028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6028+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6028
 AC6028  HISTORY     - Date     Condition        Report By
 AC6028  HISTORY     - 1996     MONUMENTED       NGS
 AC6028  HISTORY     - 20010913 GOOD             USPSQD
 AC6028  HISTORY     - 20031013 GOOD             GEOCAC
 AC6028
 AC6028                          STATION DESCRIPTION
 AC6028
 AC6028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6028'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6028'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 2.2 KM (1.35 MI)
 AC6028'SOUTHEASTERLY ALONG DELAWARE CUTOFF, NEAR THE SOUTHWEST END OF A
 AC6028'10-FOOT VERTICAL AREA OF OUTCROPPING BEDROCK, 6.7 M (22.0 FT)
 AC6028'NORTHEAST OF THE ROAD CENTER, 5.2 M (17.1 FT) SOUTH OF UTILITY POLE
 AC6028'NUMBER 49, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3
 AC6028'FT) NORTHWEST OF A WITNESS POST.
 AC6028
 AC6028                          STATION RECOVERY (2001)
 AC6028
 AC6028'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6028'RECOVERED IN GOOD CONDITION.
 AC6028
 AC6028                          STATION RECOVERY (2003)
 AC6028
 AC6028'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6028'NAD 83(1986)-  47 25 56.5 (N) -   088 08 29.6 (W) HANDHELD DGPS
 AC6028' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0072 ***********************************************************************
 PK0072  DESIGNATION -  C 35
 PK0072  PID         -  PK0072
 PK0072  STATE/COUNTY-  MI/IOSCO
 PK0072  USGS QUAD   -  WHITTEMORE (1968)
 PK0072
 PK0072                         *CURRENT SURVEY CONTROL
 PK0072  ___________________________________________________________________
 PK0072* NAD 83(1986)-  44 11 27.     (N)    083 45 08.     (W)     SCALED    
 PK0072* NAVD 88     -       196.594  (meters)     644.99   (feet)  ADJUSTED  
 PK0072  ___________________________________________________________________
 PK0072  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PK0072  DYNAMIC HT  -         196.564 (meters)     644.89  (feet)  COMP
 PK0072  MODELED GRAV-     980,464.7   (mgal)                       NAVD 88
 PK0072
 PK0072  VERT ORDER  -  FIRST     CLASS II
 PK0072
 PK0072.The horizontal coordinates were scaled from a topographic map and have
 PK0072.an estimated accuracy of +/- 6 seconds.
 PK0072
 PK0072.The orthometric height was determined by differential leveling
 PK0072.and adjusted by the National Geodetic Survey in June 1991..
 PK0072
 PK0072.The geoid height was determined by GEOID03.
 PK0072
 PK0072.The dynamic height is computed by dividing the NAVD 88
 PK0072.geopotential number by the normal gravity value computed on the
 PK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0072.degrees latitude (g = 980.6199 gals.).
 PK0072
 PK0072.The modeled gravity was interpolated from observed gravity values.
 PK0072
 PK0072;                    North         East    Units  Estimated Accuracy
 PK0072;SPC MI C     -    97,330.    6,049,120.      MT  (+/- 180 meters Scaled)
 PK0072
 PK0072                          SUPERSEDED SURVEY CONTROL
 PK0072
 PK0072  NGVD 29 (??/??/92)  196.785  (m)          645.62   (f) ADJ UNCH    1 2
 PK0072
 PK0072.Superseded values are not recommended for survey control.
 PK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0072.See file dsdata.txt to determine how the superseded data were derived.
 PK0072
 PK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ800967(NAD 83)
 PK0072_MARKER: DB = BENCH MARK DISK
 PK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0072_STAMPING: C 35 1934
 PK0072_MARK LOGO: CGS   
 PK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0072+STABILITY: SURFACE MOTION
 PK0072
 PK0072  HISTORY     - Date     Condition        Report By
 PK0072  HISTORY     - 1934     MONUMENTED       CGS
 PK0072  HISTORY     - 1983     GOOD             NGS
 PK0072
 PK0072                          STATION DESCRIPTION
 PK0072
 PK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0072'3.3 MI S FROM NATIONAL CITY.
 PK0072'3.3 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0072'STATION AT NATIONAL CITY, IOSCO COUNTY, 0.5 MILE SOUTH OF
 PK0072'MILEPOST 45, 80 YARDS EAST OF THE TWO-STORY PETE BASSI HOUSE, 15
 PK0072'YARDS WEST OF HIGH TENSION TOWER 1114, AT A ROAD CROSSING, 13
 PK0072'YARDS NORTH OF THE CENTERLINE OF THE ROAD, 5-1/2 YARDS EAST OF
 PK0072'THE EAST RAIL, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.  A
 PK0072'STANDARD DISK, STAMPED C 35 1934 AND SET IN THE TOP OF A CONCRETE
 PK0072'POST.
 PK0072
 PK0072                          STATION RECOVERY (1983)
 PK0072
 PK0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0072'RECOVERED THIS DATE.  NOTE, ADD 15.54 METERS (51.0 FT) NORTHEAST OF A
 PK0072'POWERLINE POLE WITH FLOOD LIGHT ATTACHED, 9.91 METERS (32.5 FT) WEST
 PK0072'OF A FENCE CORNER, AND 1.83 METERS (6.0 FT) EAST OF AN UNDERGROUND
 PK0072'CABLE WARNING SIGN.
 PK0072'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0009 ***********************************************************************
 NE0009  DESIGNATION -  C 35 USLS
 NE0009  PID         -  NE0009
 NE0009  STATE/COUNTY-  MI/ST CLAIR
 NE0009  USGS QUAD   -  ST CLAIR (1991)
 NE0009
 NE0009                         *CURRENT SURVEY CONTROL
 NE0009  ___________________________________________________________________
 NE0009* NAD 83(1986)-  42 47 18.     (N)    082 28 40.     (W)     SCALED    
 NE0009* NAVD 88     -       182.526  (meters)     598.84   (feet)  ADJUSTED  
 NE0009  ___________________________________________________________________
 NE0009  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0009  DYNAMIC HT  -         182.477 (meters)     598.68  (feet)  COMP
 NE0009  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 NE0009
 NE0009  VERT ORDER  -  FIRST     CLASS 0
 NE0009
 NE0009.The horizontal coordinates were scaled from a topographic map and have
 NE0009.an estimated accuracy of +/- 6 seconds.
 NE0009
 NE0009.The orthometric height was determined by differential leveling
 NE0009.and adjusted by the National Geodetic Survey in June 1991..
 NE0009
 NE0009.The geoid height was determined by GEOID03.
 NE0009
 NE0009.The dynamic height is computed by dividing the NAVD 88
 NE0009.geopotential number by the normal gravity value computed on the
 NE0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0009.degrees latitude (g = 980.6199 gals.).
 NE0009
 NE0009.The modeled gravity was interpolated from observed gravity values.
 NE0009
 NE0009;                    North         East    Units  Estimated Accuracy
 NE0009;SPC MI S     -   144,840.    4,154,520.      MT  (+/- 180 meters Scaled)
 NE0009
 NE0009                          SUPERSEDED SURVEY CONTROL
 NE0009
 NE0009  NGVD 29 (??/??/92)  182.653  (m)          599.25   (f) ADJ UNCH    1 0
 NE0009
 NE0009.Superseded values are not recommended for survey control.
 NE0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0009.See file dsdata.txt to determine how the superseded data were derived.
 NE0009
 NE0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH791383(NAD 83)
 NE0009_MARKER: DD = SURVEY DISK
 NE0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0009+STABILITY: SURFACE MOTION
 NE0009
 NE0009  HISTORY     - Date     Condition        Report By
 NE0009  HISTORY     - 1929     MONUMENTED       USLS
 NE0009  HISTORY     - 1970     GOOD             USLS
 NE0009  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0009  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0009  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0009
 NE0009                          STATION DESCRIPTION
 NE0009
 NE0009'DESCRIBED BY US LAKE SURVEY 1970
 NE0009'2.2 MI S FROM ST CLAIR.
 NE0009'C 35 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 2.2 MILES SOUTH
 NE0009'ALONG HIGHWAY M-29 FROM BRIDGE OVER PINE RIVER IN ST. CLAIR, 180
 NE0009'FEET EAST OF EAST EDGE OF HIGHWAY, 26 FEET SOUTH OF CENTERLINE
 NE0009'OF PUTTYGUT RD., 2.0 SOUTHEAST OF 10-INCH MOUNTAIN ASH, ABOUT
 NE0009'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS
 NE0009'AT CENTER OF BRONZE DISC SET INTO TOP OF A CONCRETE MONUMENT.
 NE0009'NOTE-- PREV. DESIG. BM C 35 1929
 NE0009
 NE0009                          STATION RECOVERY (1980)
 NE0009
 NE0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0009'NOT RECOVERED, ROAD HAS BEEN WIDEN AT THIS LOCATION.
 NE0009
 NE0009                          STATION RECOVERY (1999)
 NE0009
 NE0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0009'MARK NOT FOUND.
 NE0009
 NE0009                          STATION RECOVERY (2005)
 NE0009
 NE0009'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0033 ***********************************************************************
 PK0033  DESIGNATION -  C 36
 PK0033  PID         -  PK0033
 PK0033  STATE/COUNTY-  MI/ALPENA
 PK0033  USGS QUAD   -  OSSINEKE (1971)
 PK0033
 PK0033                         *CURRENT SURVEY CONTROL
 PK0033  ___________________________________________________________________
 PK0033* NAD 83(1986)-  44 53 00.     (N)    083 22 42.     (W)     SCALED    
 PK0033* NAVD 88     -       187.269  (meters)     614.40   (feet)  ADJUSTED  
 PK0033  ___________________________________________________________________
 PK0033  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 PK0033  DYNAMIC HT  -         187.254 (meters)     614.35  (feet)  COMP
 PK0033  MODELED GRAV-     980,533.3   (mgal)                       NAVD 88
 PK0033
 PK0033  VERT ORDER  -  FIRST     CLASS II
 PK0033
 PK0033.The horizontal coordinates were scaled from a topographic map and have
 PK0033.an estimated accuracy of +/- 6 seconds.
 PK0033
 PK0033.The orthometric height was determined by differential leveling
 PK0033.and adjusted by the National Geodetic Survey in June 1991..
 PK0033
 PK0033.The geoid height was determined by GEOID03.
 PK0033
 PK0033.The dynamic height is computed by dividing the NAVD 88
 PK0033.geopotential number by the normal gravity value computed on the
 PK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0033.degrees latitude (g = 980.6199 gals.).
 PK0033
 PK0033.The modeled gravity was interpolated from observed gravity values.
 PK0033
 PK0033;                    North         East    Units  Estimated Accuracy
 PK0033;SPC MI C     -   174,560.    6,078,080.      MT  (+/- 180 meters Scaled)
 PK0033
 PK0033                          SUPERSEDED SURVEY CONTROL
 PK0033
 PK0033  NGVD 29 (??/??/92)  187.449  (m)          614.99   (f) ADJ UNCH    1 2
 PK0033
 PK0033.Superseded values are not recommended for survey control.
 PK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0033.See file dsdata.txt to determine how the superseded data were derived.
 PK0033
 PK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK121727(NAD 83)
 PK0033_MARKER: DB = BENCH MARK DISK
 PK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0033_STAMPING: C 36 1934
 PK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0033+STABILITY: SURFACE MOTION
 PK0033
 PK0033  HISTORY     - Date     Condition        Report By
 PK0033  HISTORY     - 1934     MONUMENTED       CGS
 PK0033  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0033  HISTORY     - 19990804 MARK NOT FOUND   USPSQD
 PK0033
 PK0033                          STATION DESCRIPTION
 PK0033
 PK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0033'3.8 MI S FROM OSSINEKE.
 PK0033'3.8 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0033'THE STATION AT OSSINEKE, ALPENA COUNTY, 16 RAILS NORTH OF MILEPOST
 PK0033'107, 22 FEET SOUTH OF POLE 4444, 45 FEET WEST OF THE WEST RAIL,
 PK0033'2 FEET EAST OF A FENCE, AND ABOUT LEVEL WITH THE TRACK.  A
 PK0033'STANDARD DISK, STAMPED C 36 1934 AND SET IN THE TOP OF A CONCRETE
 PK0033'POST.
 PK0033
 PK0033                          STATION RECOVERY (1983)
 PK0033
 PK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0033'NOT RECOVERED, LEVEL LINE REROUTED ALONG HIGHWAY 23.
 PK0033
 PK0033                          STATION RECOVERY (1999)
 PK0033
 PK0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0007 ***********************************************************************
 NE0007  DESIGNATION -  C 36 USLS
 NE0007  PID         -  NE0007
 NE0007  STATE/COUNTY-  MI/ST CLAIR
 NE0007  USGS QUAD   -  ST CLAIR (1991)
 NE0007
 NE0007                         *CURRENT SURVEY CONTROL
 NE0007  ___________________________________________________________________
 NE0007* NAD 83(1986)-  42 46 38.     (N)    082 28 31.     (W)     SCALED    
 NE0007* NAVD 88     -       181.068  (meters)     594.05   (feet)  ADJUSTED  
 NE0007  ___________________________________________________________________
 NE0007  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0007  DYNAMIC HT  -         181.019 (meters)     593.89  (feet)  COMP
 NE0007  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 NE0007
 NE0007  VERT ORDER  -  FIRST     CLASS 0
 NE0007
 NE0007.The horizontal coordinates were scaled from a topographic map and have
 NE0007.an estimated accuracy of +/- 6 seconds.
 NE0007
 NE0007.The orthometric height was determined by differential leveling
 NE0007.and adjusted by the National Geodetic Survey in June 1991..
 NE0007
 NE0007.The geoid height was determined by GEOID03.
 NE0007
 NE0007.The dynamic height is computed by dividing the NAVD 88
 NE0007.geopotential number by the normal gravity value computed on the
 NE0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0007.degrees latitude (g = 980.6199 gals.).
 NE0007
 NE0007.The modeled gravity was interpolated from observed gravity values.
 NE0007
 NE0007;                    North         East    Units  Estimated Accuracy
 NE0007;SPC MI S     -   143,610.    4,154,760.      MT  (+/- 180 meters Scaled)
 NE0007
 NE0007                          SUPERSEDED SURVEY CONTROL
 NE0007
 NE0007  NGVD 29 (??/??/92)  181.195  (m)          594.47   (f) ADJ UNCH    1 0
 NE0007
 NE0007.Superseded values are not recommended for survey control.
 NE0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0007.See file dsdata.txt to determine how the superseded data were derived.
 NE0007
 NE0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH793371(NAD 83)
 NE0007_MARKER: DD = SURVEY DISK
 NE0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0007+STABILITY: SURFACE MOTION
 NE0007
 NE0007  HISTORY     - Date     Condition        Report By
 NE0007  HISTORY     - 1929     MONUMENTED       USLS
 NE0007  HISTORY     - 1970     GOOD             USLS
 NE0007  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0007  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0007  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0007
 NE0007                          STATION DESCRIPTION
 NE0007
 NE0007'DESCRIBED BY US LAKE SURVEY 1970
 NE0007'3 MI S FROM ST CLAIR.
 NE0007'C 36 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 3.0 MILES SOUTH
 NE0007'ALONG HIGHWAY M-29 FROM BRIDGE OVER PINE RIVER IN ST. CLAIR, 48
 NE0007'FEET NORTH OF CENTERLINE OF HAWTHORNE DRIVE, 38 FEET SOUTH OF
 NE0007'UTILITY POLE NO. Y-3600, ABOUT FLUSH WITH THE GROUND SURFACE,
 NE0007'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0007'INTO TOP OF A CONCRETE MONUMENT.  NOTE-- PREV. DESIG. BM C 36
 NE0007'1929
 NE0007
 NE0007                          STATION RECOVERY (1980)
 NE0007
 NE0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0007'NOT RECOVERED, THE ROAD HAS BEEN WIDEN AND POWER POLE HAS BEEN
 NE0007'REPLACED, REFERENCE POINTS TO POOR TO LOCATE MARK.
 NE0007
 NE0007                          STATION RECOVERY (1999)
 NE0007
 NE0007'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0007'MARK NOT FOUND.
 NE0007
 NE0007                          STATION RECOVERY (2005)
 NE0007
 NE0007'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0007'STATION RECOVERY DESCRIPTION FROM 1980 REQUIRES REVISION.  A HOUSE HAS
 NE0007'BEEN BUILT AT 4529 CHAMBERLINE DR. AND SUSPECT WAS BUILT OVER MARK
 NE0007'BASED ON LAT./LON. COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0164 ***********************************************************************
 OJ0164  DESIGNATION -  C 38
 OJ0164  PID         -  OJ0164
 OJ0164  STATE/COUNTY-  MI/HURON
 OJ0164  USGS QUAD   -  KINDE EAST (1970)
 OJ0164
 OJ0164                         *CURRENT SURVEY CONTROL
 OJ0164  ___________________________________________________________________
 OJ0164* NAD 83(1986)-  43 57 15.     (N)    082 59 45.     (W)     SCALED    
 OJ0164* NAVD 88     -       209.162  (meters)     686.23   (feet)  ADJUSTED  
 OJ0164  ___________________________________________________________________
 OJ0164  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ0164  DYNAMIC HT  -         209.131 (meters)     686.12  (feet)  COMP
 OJ0164  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 OJ0164
 OJ0164  VERT ORDER  -  SECOND    CLASS 0
 OJ0164
 OJ0164.The horizontal coordinates were scaled from a topographic map and have
 OJ0164.an estimated accuracy of +/- 6 seconds.
 OJ0164
 OJ0164.The orthometric height was determined by differential leveling
 OJ0164.and adjusted by the National Geodetic Survey in June 1991..
 OJ0164
 OJ0164.The geoid height was determined by GEOID03.
 OJ0164
 OJ0164.The dynamic height is computed by dividing the NAVD 88
 OJ0164.geopotential number by the normal gravity value computed on the
 OJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0164.degrees latitude (g = 980.6199 gals.).
 OJ0164
 OJ0164.The modeled gravity was interpolated from observed gravity values.
 OJ0164
 OJ0164;                    North         East    Units  Estimated Accuracy
 OJ0164;SPC MI S     -   273,520.    4,110,040.      MT  (+/- 180 meters Scaled)
 OJ0164
 OJ0164                          SUPERSEDED SURVEY CONTROL
 OJ0164
 OJ0164  NGVD 29 (??/??/92)  209.297  (m)          686.67   (f) ADJ UNCH    2 0
 OJ0164
 OJ0164.Superseded values are not recommended for survey control.
 OJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0164.See file dsdata.txt to determine how the superseded data were derived.
 OJ0164
 OJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398687(NAD 83)
 OJ0164_MARKER: DB = BENCH MARK DISK
 OJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0164_STAMPING: C 38 1934
 OJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0164+STABILITY: SURFACE MOTION
 OJ0164
 OJ0164  HISTORY     - Date     Condition        Report By
 OJ0164  HISTORY     - 1934     MONUMENTED       CGS
 OJ0164  HISTORY     - 1964     GOOD             USGS
 OJ0164  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0164
 OJ0164                          STATION DESCRIPTION
 OJ0164
 OJ0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0164'1.1 MI N FROM KINDE.
 OJ0164'1.1 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0164'STATION AT KINDE, HURON COUNTY, AT THE FIRST ROAD CROSSING
 OJ0164'NORTH OF THE STATION, 29 FEET NORTH OF THE CENTERLINE OF THE
 OJ0164'ROAD, 28.6 FEET EAST OF THE EAST RAIL, 2.8 FEET WEST OF A WIRE
 OJ0164'FENCE CORNER, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OJ0164'DISK, STAMPED C 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0164
 OJ0164                          STATION RECOVERY (1964)
 OJ0164
 OJ0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OJ0164'RECOVERED IN GOOD CONDITION.
 OJ0164
 OJ0164                          STATION RECOVERY (1999)
 OJ0164
 OJ0164'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0181 ***********************************************************************
 OJ0181  DESIGNATION -  C 39
 OJ0181  PID         -  OJ0181
 OJ0181  STATE/COUNTY-  MI/HURON
 OJ0181  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0181
 OJ0181                         *CURRENT SURVEY CONTROL
 OJ0181  ___________________________________________________________________
 OJ0181* NAD 83(1986)-  43 45 54.     (N)    082 42 06.     (W)     SCALED    
 OJ0181* NAVD 88     -       220.549  (meters)     723.58   (feet)  ADJUSTED  
 OJ0181  ___________________________________________________________________
 OJ0181  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OJ0181  DYNAMIC HT  -         220.509 (meters)     723.45  (feet)  COMP
 OJ0181  MODELED GRAV-     980,433.2   (mgal)                       NAVD 88
 OJ0181
 OJ0181  VERT ORDER  -  SECOND    CLASS 0
 OJ0181
 OJ0181.The horizontal coordinates were scaled from a topographic map and have
 OJ0181.an estimated accuracy of +/- 6 seconds.
 OJ0181
 OJ0181.The orthometric height was determined by differential leveling
 OJ0181.and adjusted by the National Geodetic Survey in June 1991..
 OJ0181
 OJ0181.The geoid height was determined by GEOID03.
 OJ0181
 OJ0181.The dynamic height is computed by dividing the NAVD 88
 OJ0181.geopotential number by the normal gravity value computed on the
 OJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0181.degrees latitude (g = 980.6199 gals.).
 OJ0181
 OJ0181.The modeled gravity was interpolated from observed gravity values.
 OJ0181
 OJ0181;                    North         East    Units  Estimated Accuracy
 OJ0181;SPC MI S     -   252,930.    4,134,060.      MT  (+/- 180 meters Scaled)
 OJ0181
 OJ0181                          SUPERSEDED SURVEY CONTROL
 OJ0181
 OJ0181  NGVD 29 (??/??/92)  220.685  (m)          724.03   (f) ADJ UNCH    2 0
 OJ0181
 OJ0181.Superseded values are not recommended for survey control.
 OJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0181.See file dsdata.txt to determine how the superseded data were derived.
 OJ0181
 OJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ630471(NAD 83)
 OJ0181_MARKER: DB = BENCH MARK DISK
 OJ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0181_STAMPING: C 39 1934
 OJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0181+STABILITY: SURFACE MOTION
 OJ0181
 OJ0181  HISTORY     - Date     Condition        Report By
 OJ0181  HISTORY     - 1934     MONUMENTED       CGS
 OJ0181  HISTORY     - 1988     GOOD             USPSQD
 OJ0181  HISTORY     - 19991211 GOOD             USPSQD
 OJ0181
 OJ0181                          STATION DESCRIPTION
 OJ0181
 OJ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0181'4 MI N FROM RUTH.
 OJ0181'4.0 MILES NORTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0181'OF THE PERE MARQUETTE RAILROAD, BEARING ABOUT 90 YARDS WEST
 OJ0181'OF A TWO STORY YELLOW BRICK FARM HOUSE, 81.4 FEET NORTHWEST
 OJ0181'OF THE INTERSECTION OF THE CENTER LINE OF A GRAVEL ROAD AND
 OJ0181'THE WEST RAIL, 34.1 FEET NORTHWEST OF IRON WARNING CROSSING
 OJ0181'SIGNAL, 27.2 FEET NORTHEAST OF THE CENTER LINE OF GRAVEL ROAD,
 OJ0181'25.7 FEET WEST OF WEST RAIL, 3.5 FEET EAST OF CORNER POST OF
 OJ0181'A WIRE FENCE, 6 INCHES BELOW TOP OF RAIL, ON TOP OF A CONCRETE
 OJ0181'POST.
 OJ0181
 OJ0181                          STATION RECOVERY (1988)
 OJ0181
 OJ0181'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0181'RECOVERED IN GOOD CONDITION.
 OJ0181
 OJ0181                          STATION RECOVERY (1999)
 OJ0181
 OJ0181'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0010 ***********************************************************************
 OK0010  DESIGNATION -  C 40
 OK0010  PID         -  OK0010
 OK0010  STATE/COUNTY-  MI/SAGINAW
 OK0010  USGS QUAD   -  MIDLAND SOUTH (1973)
 OK0010
 OK0010                         *CURRENT SURVEY CONTROL
 OK0010  ___________________________________________________________________
 OK0010* NAD 83(1986)-  43 33 01.     (N)    084 08 56.     (W)     SCALED    
 OK0010* NAVD 88     -       189.658  (meters)     622.24   (feet)  ADJUSTED  
 OK0010  ___________________________________________________________________
 OK0010  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OK0010  DYNAMIC HT  -         189.620 (meters)     622.11  (feet)  COMP
 OK0010  MODELED GRAV-     980,415.6   (mgal)                       NAVD 88
 OK0010
 OK0010  VERT ORDER  -  SECOND    CLASS 0
 OK0010
 OK0010.The horizontal coordinates were scaled from a topographic map and have
 OK0010.an estimated accuracy of +/- 6 seconds.
 OK0010
 OK0010.The orthometric height was determined by differential leveling
 OK0010.and adjusted by the National Geodetic Survey in June 1991..
 OK0010
 OK0010.The geoid height was determined by GEOID03.
 OK0010
 OK0010.The dynamic height is computed by dividing the NAVD 88
 OK0010.geopotential number by the normal gravity value computed on the
 OK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0010.degrees latitude (g = 980.6199 gals.).
 OK0010
 OK0010.The modeled gravity was interpolated from observed gravity values.
 OK0010
 OK0010;                    North         East    Units  Estimated Accuracy
 OK0010;SPC MI S     -   227,770.    4,017,600.      MT  (+/- 180 meters Scaled)
 OK0010
 OK0010                          SUPERSEDED SURVEY CONTROL
 OK0010
 OK0010  NGVD 29 (??/??/92)  189.838  (m)          622.83   (f) ADJ UNCH    2 0
 OK0010
 OK0010.Superseded values are not recommended for survey control.
 OK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0010.See file dsdata.txt to determine how the superseded data were derived.
 OK0010
 OK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP303258(NAD 83)
 OK0010_MARKER: DB = BENCH MARK DISK
 OK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0010_STAMPING: C 40 1934
 OK0010_MARK LOGO: CGS   
 OK0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0010+STABILITY: SURFACE MOTION
 OK0010
 OK0010  HISTORY     - Date     Condition        Report By
 OK0010  HISTORY     - 1934     MONUMENTED       CGS
 OK0010  HISTORY     - 1942     GOOD             NGS
 OK0010  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OK0010  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0010
 OK0010                          STATION DESCRIPTION
 OK0010
 OK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OK0010'2.4 MI NW FROM FREELAND.
 OK0010'2.4 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0010'THE STATION AT FREELAND, AT A ROAD CROSSING, 51.4 FEET WEST OF
 OK0010'THE CENTERLINE OF THE ROAD, 34.2 FEET NORTH OF THE NORTH RAIL,
 OK0010'6.6 FEET SOUTH OF A TELEPHONE POLE, AND ABOUT 1 FOOT BELOW THE
 OK0010'TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 40 1934 AND SET
 OK0010'IN THE TOP OF A CONCRETE POST.
 OK0010
 OK0010                          STATION RECOVERY (1994)
 OK0010
 OK0010'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0010'MARK NOT FOUND.
 OK0010
 OK0010                          STATION RECOVERY (1995)
 OK0010
 OK0010'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0786 ***********************************************************************
 NE0786  DESIGNATION -  C 42
 NE0786  PID         -  NE0786
 NE0786  STATE/COUNTY-  MI/SHIAWASSEE
 NE0786  USGS QUAD   -  DURAND (1975)
 NE0786
 NE0786                         *CURRENT SURVEY CONTROL
 NE0786  ___________________________________________________________________
 NE0786* NAD 83(1986)-  42 55 07.     (N)    083 56 59.     (W)     SCALED    
 NE0786* NAVD 88     -       240.012  (meters)     787.44   (feet)  ADJUSTED  
 NE0786  ___________________________________________________________________
 NE0786  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NE0786  DYNAMIC HT  -         239.953 (meters)     787.25  (feet)  COMP
 NE0786  MODELED GRAV-     980,365.6   (mgal)                       NAVD 88
 NE0786
 NE0786  VERT ORDER  -  SECOND    CLASS 0
 NE0786
 NE0786.The horizontal coordinates were scaled from a topographic map and have
 NE0786.an estimated accuracy of +/- 6 seconds.
 NE0786
 NE0786.The orthometric height was determined by differential leveling
 NE0786.and adjusted by the National Geodetic Survey in June 1991..
 NE0786
 NE0786.The geoid height was determined by GEOID03.
 NE0786
 NE0786.The dynamic height is computed by dividing the NAVD 88
 NE0786.geopotential number by the normal gravity value computed on the
 NE0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0786.degrees latitude (g = 980.6199 gals.).
 NE0786
 NE0786.The modeled gravity was interpolated from observed gravity values.
 NE0786
 NE0786;                    North         East    Units  Estimated Accuracy
 NE0786;SPC MI S     -   157,660.    4,034,040.      MT  (+/- 180 meters Scaled)
 NE0786
 NE0786                          SUPERSEDED SURVEY CONTROL
 NE0786
 NE0786  NGVD 29 (??/??/92)  240.149  (m)          787.89   (f) ADJ UNCH    2 0
 NE0786
 NE0786.Superseded values are not recommended for survey control.
 NE0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0786.See file dsdata.txt to determine how the superseded data were derived.
 NE0786
 NE0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH592559(NAD 83)
 NE0786_MARKER: DB = BENCH MARK DISK
 NE0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0786_STAMPING: C 42 1934
 NE0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0786+STABILITY: SURFACE MOTION
 NE0786
 NE0786  HISTORY     - Date     Condition        Report By
 NE0786  HISTORY     - 1934     MONUMENTED       CGS
 NE0786
 NE0786                          STATION DESCRIPTION
 NE0786
 NE0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0786'1.8 MI E FROM DURAND.
 NE0786'1.8 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0786'STATION AT DURAND, SHIAWASSEE COUNTY, 210 YARDS EAST OF MILEPOST
 NE0786'C 255, 190 YARDS EAST OF THE EAST YARD LIMIT, 37 YARDS WEST
 NE0786'OF THE WESTERN ONE OF TWO GRAVEL ROAD CROSSING, 11.5 FEET NORTH
 NE0786'OF THE NORTH RAIL OF THE NORTH TRACK, AND 42 FEET EAST OF THE
 NE0786'EAST END OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NE0786'C 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0276 ***********************************************************************
 NE0276  DESIGNATION -  C 42 A USLS
 NE0276  PID         -  NE0276
 NE0276  STATE/COUNTY-  MI/ST CLAIR
 NE0276  USGS QUAD   -  
 NE0276
 NE0276                         *CURRENT SURVEY CONTROL
 NE0276  ___________________________________________________________________
 NE0276* NAD 83(1986)-  42 42 38.     (N)    082 29 51.     (W)     SCALED    
 NE0276* NAVD 88     -       178.682  (meters)     586.23   (feet)  ADJUSTED  
 NE0276  ___________________________________________________________________
 NE0276  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0276  DYNAMIC HT  -         178.633 (meters)     586.07  (feet)  COMP
 NE0276  MODELED GRAV-     980,341.9   (mgal)                       NAVD 88
 NE0276
 NE0276  VERT ORDER  -  FIRST     CLASS 0
 NE0276
 NE0276.The horizontal coordinates were scaled from a topographic map and have
 NE0276.an estimated accuracy of +/- 6 seconds.
 NE0276
 NE0276.The orthometric height was determined by differential leveling
 NE0276.and adjusted by the National Geodetic Survey in June 1991..
 NE0276
 NE0276.The geoid height was determined by GEOID03.
 NE0276
 NE0276.The dynamic height is computed by dividing the NAVD 88
 NE0276.geopotential number by the normal gravity value computed on the
 NE0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0276.degrees latitude (g = 980.6199 gals.).
 NE0276
 NE0276.The modeled gravity was interpolated from observed gravity values.
 NE0276
 NE0276;                    North         East    Units  Estimated Accuracy
 NE0276;SPC MI S     -   136,170.    4,153,100.      MT  (+/- 180 meters Scaled)
 NE0276
 NE0276                          SUPERSEDED SURVEY CONTROL
 NE0276
 NE0276  NGVD 29 (??/??/??)  178.804  (m)          586.63   (f) ADJUSTED    1 0
 NE0276
 NE0276.Superseded values are not recommended for survey control.
 NE0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0276.See file dsdata.txt to determine how the superseded data were derived.
 NE0276
 NE0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH773297(NAD 83)
 NE0276_MARKER: Z = SEE DESCRIPTION
 NE0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0276_SP_SET: WINDOW SILL
 NE0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0276
 NE0276  HISTORY     - Date     Condition        Report By
 NE0276  HISTORY     - 1936     MONUMENTED       USLS
 NE0276  HISTORY     - 1970     GOOD             USLS
 NE0276  HISTORY     - 1980     POOR             NGS
 NE0276  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0276
 NE0276                          STATION DESCRIPTION
 NE0276
 NE0276'DESCRIBED BY US LAKE SURVEY 1970
 NE0276'AT MARINE CITY.
 NE0276'C-42A IS AT MARINE CITY, ST. CLAIR COUNTY, MICHIGAN, ON WEST
 NE0276'FACE OF A ONE STORY CEMENT BLOCK BUILDING AT 1032 S. BELLE RIVER
 NE0276'AVENUE, 66 FEET NORTH OF CENTERLINE OF SCOTT STREET, 15.0 FEET
 NE0276'SOUTH OF NORTHWEST CORNER OF BUILDING, 2 FEET ABOVE THE GROUND,
 NE0276'BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0276'FACE OF WINDOW SILL.  NOTE-- BM 1936
 NE0276
 NE0276                          STATION RECOVERY (1980)
 NE0276
 NE0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0276'IN MARINE CITY AT THE JUNCTION OF BELLE RIVER AVENUE AND SCOTT
 NE0276'STREET, SET IN THE 2ND CONCRETE WINDOW SILL SOUTH OF THE NORTHWEST
 NE0276'CORNER OF AN OLD ABANDON CONCRETE BLOCK BUILDING 1032 BELLE RIVER
 NE0276'AVENUE, 23.4 METERS (77.0 FEET) NORTH OF THE CENTER OF SCOTT
 NE0276'STREET, 7.55 METERS (24.8 FEET) EAST OF THE EAST FACE OF HOUSE
 NE0276'120 SCOTT STREET, 4.6 METERS (15.0 FEET) SOUTH OF THE NORTHWEST
 NE0276'CORNER OF THE BUILDING, NOTE, THIS MARK IS IN POOR CONDITION AS
 NE0276'THE CONCRETE BLOCK BUILDING IS OLD AND ABANDONED AND THE FOUNDATION
 NE0276'AND WALLS ARE CRACKED.
 NE0276'THE MARK IS 0.6 M ABOVE GROUND.
 NE0276
 NE0276                          STATION RECOVERY (1999)
 NE0276
 NE0276'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0764 ***********************************************************************
 NE0764  DESIGNATION -  C 43
 NE0764  PID         -  NE0764
 NE0764  STATE/COUNTY-  MI/OAKLAND
 NE0764  USGS QUAD   -  DAVISBURG (1983)
 NE0764
 NE0764                         *CURRENT SURVEY CONTROL
 NE0764  ___________________________________________________________________
 NE0764* NAD 83(1986)-  42 47 14.     (N)    083 37 10.     (W)     SCALED    
 NE0764* NAVD 88     -       286.846  (meters)     941.09   (feet)  ADJUSTED  
 NE0764  ___________________________________________________________________
 NE0764  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NE0764  DYNAMIC HT  -         286.763 (meters)     940.82  (feet)  COMP
 NE0764  MODELED GRAV-     980,324.1   (mgal)                       NAVD 88
 NE0764
 NE0764  VERT ORDER  -  SECOND    CLASS 0
 NE0764
 NE0764.The horizontal coordinates were scaled from a topographic map and have
 NE0764.an estimated accuracy of +/- 6 seconds.
 NE0764
 NE0764.The orthometric height was determined by differential leveling
 NE0764.and adjusted by the National Geodetic Survey in June 1991..
 NE0764
 NE0764.The geoid height was determined by GEOID03.
 NE0764
 NE0764.The dynamic height is computed by dividing the NAVD 88
 NE0764.geopotential number by the normal gravity value computed on the
 NE0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0764.degrees latitude (g = 980.6199 gals.).
 NE0764
 NE0764.The modeled gravity was interpolated from observed gravity values.
 NE0764
 NE0764;                    North         East    Units  Estimated Accuracy
 NE0764;SPC MI S     -   143,250.    4,061,130.      MT  (+/- 180 meters Scaled)
 NE0764
 NE0764                          SUPERSEDED SURVEY CONTROL
 NE0764
 NE0764  NGVD 29 (??/??/92)  286.950  (m)          941.44   (f) ADJ UNCH    2 0
 NE0764
 NE0764.Superseded values are not recommended for survey control.
 NE0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0764.See file dsdata.txt to determine how the superseded data were derived.
 NE0764
 NE0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH857405(NAD 83)
 NE0764_MARKER: DB = BENCH MARK DISK
 NE0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0764_STAMPING: C 43 1934
 NE0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0764+STABILITY: SURFACE MOTION
 NE0764
 NE0764  HISTORY     - Date     Condition        Report By
 NE0764  HISTORY     - 1934     MONUMENTED       CGS
 NE0764  HISTORY     - 1942     MARK NOT FOUND   NGS
 NE0764
 NE0764                          STATION DESCRIPTION
 NE0764
 NE0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0764'AT HOLLY.
 NE0764'AT HOLLY OAKLAND COUNTY, 590 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0764'SIDE OF THE GRAND TRUNK WESTERN RAILWAY STATION, 117 YARDS
 NE0764'SOUTHEAST OF THE JUNCTION WITH THE PERE MARQUETTE RAILWAY
 NE0764'(NOW KNOWN AS CHESAPEAKE AND OHIO RAILWAY), 25 YARDS WEST OF
 NE0764'THE BANJO SIGNAL, AND 30.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 NE0764'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED C 43 1934 AND SET
 NE0764'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0137 ***********************************************************************
 RJ0137  DESIGNATION -  C 44
 RJ0137  PID         -  RJ0137
 RJ0137  STATE/COUNTY-  MI/CHIPPEWA
 RJ0137  USGS QUAD   -  BARBEAU (1975)
 RJ0137
 RJ0137                         *CURRENT SURVEY CONTROL
 RJ0137  ___________________________________________________________________
 RJ0137* NAD 83(1986)-  46 30 05.     (N)    084 21 20.     (W)     SCALED    
 RJ0137* NAVD 88     -       185.084  (meters)     607.23   (feet)  ADJUSTED  
 RJ0137  ___________________________________________________________________
 RJ0137  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0137  DYNAMIC HT  -         185.094 (meters)     607.26  (feet)  COMP
 RJ0137  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RJ0137
 RJ0137  VERT ORDER  -  FIRST     CLASS II
 RJ0137
 RJ0137.The horizontal coordinates were scaled from a topographic map and have
 RJ0137.an estimated accuracy of +/- 6 seconds.
 RJ0137
 RJ0137.The orthometric height was determined by differential leveling
 RJ0137.and adjusted by the National Geodetic Survey in June 1991..
 RJ0137
 RJ0137.The geoid height was determined by GEOID03.
 RJ0137
 RJ0137.The dynamic height is computed by dividing the NAVD 88
 RJ0137.geopotential number by the normal gravity value computed on the
 RJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0137.degrees latitude (g = 980.6199 gals.).
 RJ0137
 RJ0137.The modeled gravity was interpolated from observed gravity values.
 RJ0137
 RJ0137;                    North         East    Units  Estimated Accuracy
 RJ0137;SPC MI N     -   194,340.    8,202,930.      MT  (+/- 180 meters Scaled)
 RJ0137
 RJ0137                          SUPERSEDED SURVEY CONTROL
 RJ0137
 RJ0137  NGVD 29 (??/??/92)  185.043  (m)          607.10   (f) ADJ UNCH    1 2
 RJ0137
 RJ0137.Superseded values are not recommended for survey control.
 RJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0137.See file dsdata.txt to determine how the superseded data were derived.
 RJ0137
 RJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS029531(NAD 83)
 RJ0137_MARKER: DB = BENCH MARK DISK
 RJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0137_STAMPING: 607.121 C 44 1934
 RJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0137+STABILITY: SURFACE MOTION
 RJ0137
 RJ0137  HISTORY     - Date     Condition        Report By
 RJ0137  HISTORY     - 1934     MONUMENTED       CGS
 RJ0137  HISTORY     - 1944     GOOD             NGS
 RJ0137
 RJ0137                          STATION DESCRIPTION
 RJ0137
 RJ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RJ0137'AT SAULT STE MARIE.
 RJ0137'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE MINNEAPOLIS, ST.
 RJ0137'PAUL AND STE. MARIE RAILROAD STATION, 43 FEET EAST OF THE
 RJ0137'SOUTHEAST CORNER, IN THE PARKWAY, 8 FEET NORTH OF THE TRACK, AND
 RJ0137'2 FEET NORTH OF THE SIDEWALK.  A STANDARD DISK, STAMPED 607.121
 RJ0137'C 44 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RJ0137'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0273 ***********************************************************************
 NE0273  DESIGNATION -  C 44 USLS
 NE0273  PID         -  NE0273
 NE0273  STATE/COUNTY-  MI/ST CLAIR
 NE0273  USGS QUAD   -  MARINE CITY (1968)
 NE0273
 NE0273                         *CURRENT SURVEY CONTROL
 NE0273  ___________________________________________________________________
 NE0273* NAD 83(1986)-  42 41 46.     (N)    082 30 22.     (W)     SCALED    
 NE0273* NAVD 88     -       177.691  (meters)     582.97   (feet)  ADJUSTED  
 NE0273  ___________________________________________________________________
 NE0273  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0273  DYNAMIC HT  -         177.643 (meters)     582.82  (feet)  COMP
 NE0273  MODELED GRAV-     980,343.3   (mgal)                       NAVD 88
 NE0273
 NE0273  VERT ORDER  -  FIRST     CLASS 0
 NE0273
 NE0273.The horizontal coordinates were scaled from a topographic map and have
 NE0273.an estimated accuracy of +/- 6 seconds.
 NE0273
 NE0273.The orthometric height was determined by differential leveling
 NE0273.and adjusted by the National Geodetic Survey in June 1991..
 NE0273
 NE0273.The geoid height was determined by GEOID03.
 NE0273
 NE0273.The dynamic height is computed by dividing the NAVD 88
 NE0273.geopotential number by the normal gravity value computed on the
 NE0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0273.degrees latitude (g = 980.6199 gals.).
 NE0273
 NE0273.The modeled gravity was interpolated from observed gravity values.
 NE0273
 NE0273;                    North         East    Units  Estimated Accuracy
 NE0273;SPC MI S     -   134,550.    4,152,430.      MT  (+/- 180 meters Scaled)
 NE0273
 NE0273                          SUPERSEDED SURVEY CONTROL
 NE0273
 NE0273  NGVD 29 (??/??/92)  177.815  (m)          583.38   (f) ADJ UNCH    1 0
 NE0273
 NE0273.Superseded values are not recommended for survey control.
 NE0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0273.See file dsdata.txt to determine how the superseded data were derived.
 NE0273
 NE0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH766281(NAD 83)
 NE0273_MARKER: Z = SEE DESCRIPTION
 NE0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0273_SP_SET: CONCRETE MONUMENT
 NE0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0273
 NE0273  HISTORY     - Date     Condition        Report By
 NE0273  HISTORY     - 1929     MONUMENTED       USLS
 NE0273  HISTORY     - 1970     GOOD             USLS
 NE0273  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0273  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0273
 NE0273                          STATION DESCRIPTION
 NE0273
 NE0273'DESCRIBED BY US LAKE SURVEY 1970
 NE0273'2.4 MI W FROM MARINE CITY.
 NE0273'C-44 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 2.4 MILES WEST AND
 NE0273'SOUTH ALONG HIGHWAY 29 FROM THE INTERSECTION OF BROADWAY AND
 NE0273'MAIN STREETS IN MARINE CITY, AT THE SCHROEDER FARM NO. 6770 RIVER
 NE0273'ROAD (HIGHWAY 29), 91.0 FEET NORTHWEST OF UTILITY POLE NO. DE-56,
 NE0273'82.3 FEET SOUTHWEST OF UTILITY POLE NO. 50B, 32 FEET WEST OF
 NE0273'HIGHWAY, 3.2 FEET NORTH OF UTILITY POLE NO. 32, 0.9 FOOT SOUTH
 NE0273'OF CORNER POST AND IN LINE WITH NORTH-SOUTH 6-FOOT HIGH CYCLONE
 NE0273'FENCE, 1-FOOT ABOVE THE GROUND SURFACE, BEING HIGHEST POINT
 NE0273'OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF A 6-INCH
 NE0273'DIAMETER CONCRETE MONUMENT.  NOTE-- BM 1929
 NE0273
 NE0273                          STATION RECOVERY (1980)
 NE0273
 NE0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0273'NOT RECOVERED, AS THE FARM HAS BEEN SOLD AND THE RIVER SPLINE AND
 NE0273'GEAR INC BUILDING IS NOW AT THIS LOCATION
 NE0273
 NE0273                          STATION RECOVERY (1999)
 NE0273
 NE0273'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0331 ***********************************************************************
 RJ0331  DESIGNATION -  C 45
 RJ0331  PID         -  RJ0331
 RJ0331  STATE/COUNTY-  MI/CHIPPEWA
 RJ0331  USGS QUAD   -  HULBERT (1975)
 RJ0331
 RJ0331                         *CURRENT SURVEY CONTROL
 RJ0331  ___________________________________________________________________
 RJ0331* NAD 83(1986)-  46 20 39.     (N)    085 11 18.     (W)     SCALED    
 RJ0331* NAVD 88     -       217.921  (meters)     714.96   (feet)  ADJUSTED  
 RJ0331  ___________________________________________________________________
 RJ0331  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RJ0331  DYNAMIC HT  -         217.937 (meters)     715.01  (feet)  COMP
 RJ0331  MODELED GRAV-     980,684.1   (mgal)                       NAVD 88
 RJ0331
 RJ0331  VERT ORDER  -  FIRST     CLASS II
 RJ0331
 RJ0331.The horizontal coordinates were scaled from a topographic map and have
 RJ0331.an estimated accuracy of +/- 6 seconds.
 RJ0331
 RJ0331.The orthometric height was determined by differential leveling
 RJ0331.and adjusted by the National Geodetic Survey in June 1991..
 RJ0331
 RJ0331.The geoid height was determined by GEOID03.
 RJ0331
 RJ0331.The dynamic height is computed by dividing the NAVD 88
 RJ0331.geopotential number by the normal gravity value computed on the
 RJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0331.degrees latitude (g = 980.6199 gals.).
 RJ0331
 RJ0331.The modeled gravity was interpolated from observed gravity values.
 RJ0331
 RJ0331;                    North         East    Units  Estimated Accuracy
 RJ0331;SPC MI N     -   175,070.    8,139,440.      MT  (+/- 180 meters Scaled)
 RJ0331
 RJ0331                          SUPERSEDED SURVEY CONTROL
 RJ0331
 RJ0331  NGVD 29 (??/??/92)  217.912  (m)          714.93   (f) ADJ UNCH    1 2
 RJ0331
 RJ0331.Superseded values are not recommended for survey control.
 RJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0331.See file dsdata.txt to determine how the superseded data were derived.
 RJ0331
 RJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS394338(NAD 83)
 RJ0331_MARKER: DB = BENCH MARK DISK
 RJ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0331_STAMPING: C 45 1934
 RJ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0331+STABILITY: SURFACE MOTION
 RJ0331
 RJ0331  HISTORY     - Date     Condition        Report By
 RJ0331  HISTORY     - 1934     MONUMENTED       CGS
 RJ0331  HISTORY     - 1935     GOOD             NGS
 RJ0331  HISTORY     - 1965     MARK NOT FOUND   USGS
 RJ0331
 RJ0331                          STATION DESCRIPTION
 RJ0331
 RJ0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0331'2 MI W FROM HULBERT.
 RJ0331'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0331'RAILWAY FROM HULBERT, CHIPPEWA COUNTY, ONE RAIL EAST OF
 RJ0331'MILEPOST 43, AND 10 FEET SOUTH OF THE TRACK.  A STANDARD DISK,
 RJ0331'STAMPED C 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0331
 RJ0331                          STATION RECOVERY (1965)
 RJ0331
 RJ0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 RJ0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0271 ***********************************************************************
 NE0271  DESIGNATION -  C 46
 NE0271  PID         -  NE0271
 NE0271  STATE/COUNTY-  MI/ST CLAIR
 NE0271  USGS QUAD   -  MARINE CITY (1968)
 NE0271
 NE0271                         *CURRENT SURVEY CONTROL
 NE0271  ___________________________________________________________________
 NE0271* NAD 83(1986)-  42 40 09.     (N)    082 30 52.     (W)     SCALED    
 NE0271* NAVD 88     -       177.284  (meters)     581.64   (feet)  ADJUSTED  
 NE0271  ___________________________________________________________________
 NE0271  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0271  DYNAMIC HT  -         177.235 (meters)     581.48  (feet)  COMP
 NE0271  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 NE0271  OBS GRAVITY -     980,338.5   (mgal)                       GRAV_OBS
 NE0271
 NE0271  VERT ORDER  -  FIRST     CLASS 0
 NE0271
 NE0271.The horizontal coordinates were scaled from a topographic map and have
 NE0271.an estimated accuracy of +/- 6 seconds.
 NE0271
 NE0271.The orthometric height was determined by differential leveling
 NE0271.and adjusted by the National Geodetic Survey in June 1991..
 NE0271
 NE0271.The geoid height was determined by GEOID03.
 NE0271
 NE0271.The dynamic height is computed by dividing the NAVD 88
 NE0271.geopotential number by the normal gravity value computed on the
 NE0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0271.degrees latitude (g = 980.6199 gals.).
 NE0271
 NE0271.The modeled gravity was interpolated from observed gravity values.
 NE0271.The observed gravity was obtained from relative gravimeter ties
 NE0271.to the IGSN71 gravity network.
 NE0271
 NE0271;                    North         East    Units  Estimated Accuracy
 NE0271;SPC MI S     -   131,540.    4,151,810.      MT  (+/- 180 meters Scaled)
 NE0271
 NE0271                          SUPERSEDED SURVEY CONTROL
 NE0271
 NE0271  NGVD 29 (??/??/??)  177.408  (m)          582.05   (f) ADJUSTED    1 0
 NE0271
 NE0271.Superseded values are not recommended for survey control.
 NE0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0271.See file dsdata.txt to determine how the superseded data were derived.
 NE0271
 NE0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758251(NAD 83)
 NE0271_MARKER: DD = SURVEY DISK
 NE0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0271_SP_SET: CONCRETE POST
 NE0271_STAMPING: C 46 USLS 1929
 NE0271_MARK LOGO: USLS  
 NE0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0271+STABILITY: SURFACE MOTION
 NE0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0271+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1993
 NE0271
 NE0271  HISTORY     - Date     Condition        Report By
 NE0271  HISTORY     - 1929     MONUMENTED       USLS
 NE0271  HISTORY     - 1970     GOOD             USLS
 NE0271  HISTORY     - 1980     GOOD             NGS
 NE0271  HISTORY     - 19930909 GOOD             NGS
 NE0271  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0271
 NE0271                          STATION DESCRIPTION
 NE0271
 NE0271'DESCRIBED BY US LAKE SURVEY 1970
 NE0271'4.2 MI W FROM MARINE CITY.
 NE0271'C-46 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 4.2 MILES WEST AND
 NE0271'SOUTH ALONG HIGHWAY 29 FROM INTERSECTION OF BROADWAY AND MAIN
 NE0271'STREETS IN MARINE CITY, 0.7 MILE SOUTH OF CENTERLINE OF BROADBRIDGE
 NE0271'ROAD, ON PROPERTY OF M. HENRY AT NO. 7985 RIVER ROAD (HIGHWAY 29),
 NE0271'87.2 FEET NORTH OF UTILITY POLE NO. 1027, 45.6 FEET NORTHEAST
 NE0271'OF A FIRE HYDRANT, 26 FEET EAST OF CENTERLINE OF HIGHWAY, 16.9
 NE0271'FEET SOUTHEAST OF CENTER OF CAST IRON SEWER, 3.3 FEET SOUTHWEST
 NE0271'OF CORNER POST OF NORTH-SOUTH 4-FOOT HIGH CYCLONE FENCE, FLUSH
 NE0271'WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER
 NE0271'OF BRONZE DISC SET INTO TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT.
 NE0271'NOTE-- BM 1929
 NE0271
 NE0271                          STATION RECOVERY (1980)
 NE0271
 NE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0271'6.8 KILOMETERS (4.2 MILES) SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 NE0271'THE INTERSECTION OF BROADWAY AND MAIN STREETS IN MARINE CITY, 1.1
 NE0271'KILOMETERS (0.7 MILES) SOUTH OF THE JUNCTION OF BROAD BRIDGE ROAD,
 NE0271'TO THE MARK ON THE EAST SIDE OF THE HIGHWAY, SET AT THE NORTHWEST
 NE0271'CORNER OF PRPOERTY AT HOUSE NUMBER 7985, 13.9 METERS (45.6 FEET)
 NE0271'NORTHEAST OF A FIRE HYDRANT, 10.9 METERS (26.0 FEET) EAST OF THE
 NE0271'CENTER LINE OF THE HIGHWAY, 5.15 METERS (16.9 FEET) SOUTHEAST OF
 NE0271'THE CENTER OF A 24-INCH CIRCULAR CATCH BASIN, 1.1 METER (3.3 FEET)
 NE0271'SOUTHWEST OF THE SOUTH END POST OF A CHAIN LINK FENCE
 NE0271'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 NE0271'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0271
 NE0271                          STATION RECOVERY (1993)
 NE0271
 NE0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 NE0271'RECOVERED IN GOOD CONDITION.
 NE0271
 NE0271                          STATION RECOVERY (1999)
 NE0271
 NE0271'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0450 ***********************************************************************
 RJ0450  DESIGNATION -  C 46
 RJ0450  PID         -  RJ0450
 RJ0450  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0450  USGS QUAD   -  SENEY (1972)
 RJ0450
 RJ0450                         *CURRENT SURVEY CONTROL
 RJ0450  ___________________________________________________________________
 RJ0450* NAD 83(1986)-  46 20 40.     (N)    085 59 34.     (W)     SCALED    
 RJ0450* NAVD 88     -       226.185  (meters)     742.08   (feet)  ADJUSTED  
 RJ0450  ___________________________________________________________________
 RJ0450  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 RJ0450  DYNAMIC HT  -         226.201 (meters)     742.13  (feet)  COMP
 RJ0450  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 RJ0450
 RJ0450  VERT ORDER  -  FIRST     CLASS II
 RJ0450
 RJ0450.The horizontal coordinates were scaled from a topographic map and have
 RJ0450.an estimated accuracy of +/- 6 seconds.
 RJ0450
 RJ0450.The orthometric height was determined by differential leveling
 RJ0450.and adjusted by the National Geodetic Survey in June 1991..
 RJ0450
 RJ0450.The geoid height was determined by GEOID03.
 RJ0450
 RJ0450.The dynamic height is computed by dividing the NAVD 88
 RJ0450.geopotential number by the normal gravity value computed on the
 RJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0450.degrees latitude (g = 980.6199 gals.).
 RJ0450
 RJ0450.The modeled gravity was interpolated from observed gravity values.
 RJ0450
 RJ0450;                    North         East    Units  Estimated Accuracy
 RJ0450;SPC MI N     -   174,000.    8,077,530.      MT  (+/- 180 meters Scaled)
 RJ0450
 RJ0450                          SUPERSEDED SURVEY CONTROL
 RJ0450
 RJ0450  NGVD 29 (??/??/92)  226.152  (m)          741.97   (f) ADJ UNCH    1 2
 RJ0450
 RJ0450.Superseded values are not recommended for survey control.
 RJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0450.See file dsdata.txt to determine how the superseded data were derived.
 RJ0450
 RJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES775328(NAD 83)
 RJ0450_MARKER: DB = BENCH MARK DISK
 RJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0450_STAMPING: C 46 1934
 RJ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0450+STABILITY: SURFACE MOTION
 RJ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0450+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ0450
 RJ0450  HISTORY     - Date     Condition        Report By
 RJ0450  HISTORY     - 1934     MONUMENTED       CGS
 RJ0450  HISTORY     - 1964     GOOD             NGS
 RJ0450  HISTORY     - 19940801 GOOD             USPSQD
 RJ0450  HISTORY     - 19990909 GOOD             USPSQD
 RJ0450  HISTORY     - 20060911 GOOD             USPSQD
 RJ0450
 RJ0450                          STATION DESCRIPTION
 RJ0450
 RJ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0450'2.2 MI W FROM SENEY.
 RJ0450'ABOUT 2.2 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0450'STATION AT SENEY, IN S 36, T 46 N, R 14 W, ABOUT 0.15 MILE OR
 RJ0450'EIGHTEEN 33-FOOT RAILS WEST OF A WOODEN TRESTLE OVER CLARKS
 RJ0450'DITCH, ABOUT 0.15 MILE EAST OF MILEPOST 82, 72 FEET SOUTHWEST
 RJ0450'OF THE 5TH TELEGRAPH POLE EAST OF THE MILEPOST, 41 FEET SOUTH
 RJ0450'OF THE SOUTH RAIL, 6 FEET NORTH OF AN OLD FENCE LINE, 1.4 FEET
 RJ0450'EAST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL
 RJ0450'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0450'3 INCHES.
 RJ0450
 RJ0450                          STATION RECOVERY (1994)
 RJ0450
 RJ0450'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0450'RECOVERED IN GOOD CONDITION.
 RJ0450
 RJ0450                          STATION RECOVERY (1999)
 RJ0450
 RJ0450'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0450'RECOVERED IN GOOD CONDITION.
 RJ0450
 RJ0450                          STATION RECOVERY (2006)
 RJ0450
 RJ0450'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1705 ***********************************************************************
 NE1705  CBN         -  This is a Cooperative Base Network Control Station.
 NE1705  DESIGNATION -  C 46 2
 NE1705  PID         -  NE1705
 NE1705  STATE/COUNTY-  MI/ST CLAIR
 NE1705  USGS QUAD   -  MARINE CITY (1968)
 NE1705
 NE1705                         *CURRENT SURVEY CONTROL
 NE1705  ___________________________________________________________________
 NE1705* NAD 83(1994)-  42 40 17.03419(N)    082 30 55.07560(W)     ADJUSTED  
 NE1705* NAVD 88     -       176.83   (meters)     580.1    (feet)  RESET     
 NE1705  ___________________________________________________________________
 NE1705  X           -     611,822.013 (meters)                     COMP
 NE1705  Y           -  -4,656,857.847 (meters)                     COMP
 NE1705  Z           -   4,300,829.205 (meters)                     COMP
 NE1705  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 NE1705  ELLIP HEIGHT-         141.89  (meters)          (07/12/02) GPS OBS
 NE1705  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE1705
 NE1705  HORZ ORDER  -  B
 NE1705  VERT ORDER  -  THIRD
 NE1705  ELLP ORDER  -  FOURTH    CLASS II
 NE1705
 NE1705.The horizontal coordinates were established by GPS observations
 NE1705.and adjusted by the National Geodetic Survey in September 1995..
 NE1705
 NE1705.The orthometric height was computed from unverified reset data.
 NE1705
 NE1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1705
 NE1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1705
 NE1705.The ellipsoidal height was determined by GPS observations
 NE1705.and is referenced to NAD 83.
 NE1705
 NE1705.The geoid height was determined by GEOID03.
 NE1705
 NE1705;                    North         East     Units Scale Factor Converg.
 NE1705;SPC MI S     -   131,784.099 4,151,738.984   MT  0.99991379   +1 15 35.7
 NE1705;SPC MI S     -   432,362.53 13,621,190.89   iFT  0.99991379   +1 15 35.7
 NE1705;UTM  17      - 4,725,438.212   375,833.165   MT  0.99978968   -1 01 37.9
 NE1705
 NE1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1705!SPC MI S     -   0.99997775  x   0.99991379  =   0.99989154
 NE1705!UTM  17      -   0.99997775  x   0.99978968  =   0.99976743
 NE1705
 NE1705                          SUPERSEDED SURVEY CONTROL
 NE1705
 NE1705  ELLIP H (09/20/95)  141.90   (m)                       GP(       ) 1 2
 NE1705  NAVD 88 (09/20/95)  176.83   (m)          580.1    (f) LEVELING    3  
 NE1705  NGVD 29 (03/27/06)  176.95   (m)          580.5    (f) RESET       3  
 NE1705
 NE1705.Superseded values are not recommended for survey control.
 NE1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1705.See file dsdata.txt to determine how the superseded data were derived.
 NE1705
 NE1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7583325438(NAD 83)
 NE1705_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1705_SP_SET: CONCRETE POST
 NE1705_STAMPING: C 46 USLS NO 2 1994
 NE1705_MARK LOGO: NGS   
 NE1705_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1705+STABILITY: SURFACE MOTION
 NE1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1705+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 NE1705
 NE1705  HISTORY     - Date     Condition        Report By
 NE1705  HISTORY     - 1993     MONUMENTED       NGS
 NE1705  HISTORY     - 19941208 GOOD             NGS
 NE1705  HISTORY     - 20011001 GOOD             MI-147
 NE1705
 NE1705                          STATION DESCRIPTION
 NE1705
 NE1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 NE1705'STATION IS LOCATED ABOUT 4.1 MILES (6.6 KM) WEST AND SOUTH ALONG
 NE1705'HIGHWAY 29 FROM THE INTERSECTION OF BROADWAY AND MAIN STREETS IN
 NE1705'MARINE CITY, IS SECTION 23, T-3-N, R-16-E, COLTRELLVILLE TOWNSHIP,
 NE1705'AND ON HIGHWAY RIGHT-OF-WAY.
 NE1705'TO REACH FROM THE JUNCTION OF BROADWAY AND MAIN STREETS, (STATE
 NE1705'HIGHWAY 29) IN MARINE CITY, GO WEST AND SOUTH ALONG HIGHWAY 29 FOR
 NE1705'4.1 MILES (6.6 KM) TO A SIDE STREET RIGHT, NATICAL LANE.  TURN LEFT
 NE1705'ON NATICAL LANE GOING WESTERLY FOR ABOUT 253 FEET (77.1 M) TO THE
 NE1705'STATION ON RIGHT JUST BEFORE CROSSING A SIX FOOT DIAMETER PIPE
 NE1705'CULVERT UNDER NATICAL LANE.
 NE1705'THE STATION IS 252.5 FEET (77.0 M) WEST OF THE CENTERLINE OF HIGHWAY
 NE1705'29, 70.0 FEET (21.3 M) WEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER
 NE1705'668 NATICAL LANE, 36.0 FEET (11.0 M) WEST FROM THE CENTER OF A
 NE1705'MANHOLE COVER, 13.0 FEET (4.0 M) NORTH OF THE NORTH EDGE OF NATICAL
 NE1705'LANE, AND 11.0 FEET (3.4 M) EAST FROM THE CENTER OF THE SIX FOOT
 NE1705'DIAMETER PIPE CULVERT UNDER NATICAL LANE.
 NE1705'NOTE--- THE ELEVATION FOR THIS STATION WAS ESTABLISHED FROM LEVELS RAN
 NE1705'FROM STATION C 46 USLS 1929 WHICH IS JUST SOUTHEAST OF THE STATION ON
 NE1705'THE EAST SIDE OF HIGHWAY 29.
 NE1705
 NE1705                          STATION RECOVERY (1994)
 NE1705
 NE1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1705'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH-SOUTHWEST OF MARINE
 NE1705'CITY, 4 KM (2.50 MI) NORTH OF ALGONAC, IN SECTION 23, T 3 N, R 16 E,
 NE1705'COTTRELLVILLE TOWNSHIP.  TO REACH FROM BROADWAY AND MAIN STREETS IN
 NE1705'MARINE CITY GO 4.1 MILES (6.6 KM) WEST AND SOUTH ALONG STATE HIGHWAY
 NE1705'29 TO NATICAL LANE ON THE RIGHT.  TURN RIGHT AND GO ABOUT 253 FEET
 NE1705'(77.1 M) TO STATION ON RIGHT, JUST BEFORE CROSSING A CANAL.  STATION
 NE1705'IS 252.5 FT (77.0 M) WEST OF THE CENTERLINE OF HIGHWAY 29, 13.0 FT
 NE1705'(4.0 M) NORTH OF THE NORTH EDGE OF NATICAL LANE, 11.0 FT (3.4 M) EAST
 NE1705'OF THE CENTERLINE OF A 72-INCH METAL CULVERT UNDER NATICAL LANE, 36.0
 NE1705'FT (11.0 M) WEST OF THE CENTER OF A MANHOLE COVER AND 70.0 FT (21.3 M)
 NE1705'WEST OF THE SOUTHWEST CORNER OF THE GARAGE AT 668 NATICAL LANE.
 NE1705
 NE1705                          STATION RECOVERY (2001)
 NE1705
 NE1705'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1705'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1705'SUBMITTED - FEBRUARY 21, 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0269 ***********************************************************************
 NE0269  DESIGNATION -  C 47
 NE0269  PID         -  NE0269
 NE0269  STATE/COUNTY-  MI/ST CLAIR
 NE0269  USGS QUAD   -  MARINE CITY (1968)
 NE0269
 NE0269                         *CURRENT SURVEY CONTROL
 NE0269  ___________________________________________________________________
 NE0269* NAD 83(1986)-  42 39 37.     (N)    082 31 00.     (W)     SCALED    
 NE0269* NAVD 88     -       177.272  (meters)     581.60   (feet)  ADJUSTED  
 NE0269  ___________________________________________________________________
 NE0269  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0269  DYNAMIC HT  -         177.223 (meters)     581.44  (feet)  COMP
 NE0269  MODELED GRAV-     980,340.8   (mgal)                       NAVD 88
 NE0269
 NE0269  VERT ORDER  -  FIRST     CLASS 0
 NE0269
 NE0269.The horizontal coordinates were scaled from a topographic map and have
 NE0269.an estimated accuracy of +/- 6 seconds.
 NE0269
 NE0269.The orthometric height was determined by differential leveling
 NE0269.and adjusted by the National Geodetic Survey in June 1991..
 NE0269
 NE0269.The geoid height was determined by GEOID03.
 NE0269
 NE0269.The dynamic height is computed by dividing the NAVD 88
 NE0269.geopotential number by the normal gravity value computed on the
 NE0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0269.degrees latitude (g = 980.6199 gals.).
 NE0269
 NE0269.The modeled gravity was interpolated from observed gravity values.
 NE0269
 NE0269;                    North         East    Units  Estimated Accuracy
 NE0269;SPC MI S     -   130,550.    4,151,650.      MT  (+/- 180 meters Scaled)
 NE0269
 NE0269                          SUPERSEDED SURVEY CONTROL
 NE0269
 NE0269  NGVD 29 (??/??/92)  177.397  (m)          582.01   (f) ADJ UNCH    1 0
 NE0269
 NE0269.Superseded values are not recommended for survey control.
 NE0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0269.See file dsdata.txt to determine how the superseded data were derived.
 NE0269
 NE0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH756242(NAD 83)
 NE0269_MARKER: Z = SEE DESCRIPTION
 NE0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0269_SP_SET: CONCRETE MONUMENT
 NE0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0269
 NE0269  HISTORY     - Date     Condition        Report By
 NE0269  HISTORY     - 1929     MONUMENTED       USLS
 NE0269  HISTORY     - 1970     GOOD             USLS
 NE0269  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 NE0269
 NE0269                          STATION DESCRIPTION
 NE0269
 NE0269'DESCRIBED BY US LAKE SURVEY 1970
 NE0269'AT ROBERTS LANDING.
 NE0269'C-47 IS AT ROBERTS LANDING, ST. CLAIR COUNTY, MICHIGAN, ABOUT
 NE0269'240 FEET NORTH OF CENTERLINE OF ROBERTS ROAD, 91.5 FEET NORTH
 NE0269'OF A UTILITY POLE, 54.2 FEET NORTHEAST OF EAST EDGE OF HIGHWAY
 NE0269'M-29 MEASURED ON LINE WITH TWO 18-INCH BLACK WALNUT TREES, 40.1
 NE0269'FEET SOUTH OF UTILITY POLE N9942, 8.4 FEET NORTHWEST OF MOST
 NE0269'WESTERLY OF BLACK WALNUT TREES, FLUSH WITH GROUND SURFACE, BEING
 NE0269'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0269'TOP OF A 6-INCH DIAMETER CONCRETE MONUMENT.  NOTE-- BM 1929
 NE0269
 NE0269                          STATION RECOVERY (1999)
 NE0269
 NE0269'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0106 ***********************************************************************
 RK0106  DESIGNATION -  C 47
 RK0106  PID         -  RK0106
 RK0106  STATE/COUNTY-  MI/ALGER
 RK0106  USGS QUAD   -  ROCK RIVER (1985)
 RK0106
 RK0106                         *CURRENT SURVEY CONTROL
 RK0106  ___________________________________________________________________
 RK0106* NAD 83(1986)-  46 25 59.     (N)    086 52 33.     (W)     SCALED    
 RK0106* NAVD 88     -       185.678  (meters)     609.18   (feet)  ADJUSTED  
 RK0106  ___________________________________________________________________
 RK0106  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 RK0106  DYNAMIC HT  -         185.691 (meters)     609.22  (feet)  COMP
 RK0106  MODELED GRAV-     980,681.6   (mgal)                       NAVD 88
 RK0106
 RK0106  VERT ORDER  -  FIRST     CLASS II
 RK0106
 RK0106.The horizontal coordinates were scaled from a topographic map and have
 RK0106.an estimated accuracy of +/- 6 seconds.
 RK0106
 RK0106.The orthometric height was determined by differential leveling
 RK0106.and adjusted by the National Geodetic Survey in June 1991..
 RK0106
 RK0106.The geoid height was determined by GEOID03.
 RK0106
 RK0106.The dynamic height is computed by dividing the NAVD 88
 RK0106.geopotential number by the normal gravity value computed on the
 RK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0106.degrees latitude (g = 980.6199 gals.).
 RK0106
 RK0106.The modeled gravity was interpolated from observed gravity values.
 RK0106
 RK0106;                    North         East    Units  Estimated Accuracy
 RK0106;SPC MI N     -   183,370.    8,009,540.      MT  (+/- 180 meters Scaled)
 RK0106
 RK0106                          SUPERSEDED SURVEY CONTROL
 RK0106
 RK0106  NGVD 29 (??/??/92)  185.655  (m)          609.10   (f) ADJ UNCH    1 2
 RK0106
 RK0106.Superseded values are not recommended for survey control.
 RK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0106.See file dsdata.txt to determine how the superseded data were derived.
 RK0106
 RK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES095421(NAD 83)
 RK0106_MARKER: DB = BENCH MARK DISK
 RK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0106_STAMPING: C 47 1934
 RK0106_MARK LOGO: CGS   
 RK0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0106+STABILITY: SURFACE MOTION
 RK0106
 RK0106  HISTORY     - Date     Condition        Report By
 RK0106  HISTORY     - 1934     MONUMENTED       CGS
 RK0106  HISTORY     - 1935     GOOD             NGS
 RK0106  HISTORY     - 19960319 GOOD             MI-003
 RK0106  HISTORY     - 19980414 GOOD             NGS
 RK0106
 RK0106                          STATION DESCRIPTION
 RK0106
 RK0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0106'2 MI W FROM AU TRAIN.
 RK0106'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0106'FROM AU TRAIN, ALGER COUNTY, 3-1/4 RAILS EAST OF MILEPOST 127,
 RK0106'20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN LINE WITH A ROW
 RK0106'OF POLES, AND 20 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 RK0106'C 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0106
 RK0106                          STATION RECOVERY (1996)
 RK0106
 RK0106'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0106'RECOVERED AS DESCRIBED.
 RK0106
 RK0106                          STATION RECOVERY (1998)
 RK0106
 RK0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0106'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0106'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0106'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0106'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0106'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0106'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0054 ***********************************************************************
 RL0054  DESIGNATION -  C 48
 RL0054  PID         -  RL0054
 RL0054  STATE/COUNTY-  MI/BARAGA
 RL0054  USGS QUAD   -  L'ANSE (1985)
 RL0054
 RL0054                         *CURRENT SURVEY CONTROL
 RL0054  ___________________________________________________________________
 RL0054* NAD 83(1986)-  46 45 51.     (N)    088 29 53.     (W)     SCALED    
 RL0054* NAVD 88     -       187.749  (meters)     615.97   (feet)  ADJUSTED  
 RL0054  ___________________________________________________________________
 RL0054  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 RL0054  DYNAMIC HT  -         187.760 (meters)     616.01  (feet)  COMP
 RL0054  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 RL0054
 RL0054  VERT ORDER  -  FIRST     CLASS II
 RL0054
 RL0054.The horizontal coordinates were scaled from a topographic map and have
 RL0054.an estimated accuracy of +/- 6 seconds.
 RL0054
 RL0054.The orthometric height was determined by differential leveling
 RL0054.and adjusted by the National Geodetic Survey in June 1991..
 RL0054
 RL0054.The geoid height was determined by GEOID03.
 RL0054
 RL0054.The dynamic height is computed by dividing the NAVD 88
 RL0054.geopotential number by the normal gravity value computed on the
 RL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0054.degrees latitude (g = 980.6199 gals.).
 RL0054
 RL0054.The modeled gravity was interpolated from observed gravity values.
 RL0054
 RL0054;                    North         East    Units  Estimated Accuracy
 RL0054;SPC MI N     -   221,240.    7,885,580.      MT  (+/- 180 meters Scaled)
 RL0054
 RL0054                          SUPERSEDED SURVEY CONTROL
 RL0054
 RL0054  NGVD 29 (??/??/92)  187.729  (m)          615.91   (f) ADJ UNCH    1 2
 RL0054
 RL0054.Superseded values are not recommended for survey control.
 RL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0054.See file dsdata.txt to determine how the superseded data were derived.
 RL0054
 RL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS856800(NAD 83)
 RL0054_MARKER: DB = BENCH MARK DISK
 RL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0054_STAMPING: C 48 1934
 RL0054_MARK LOGO: CGS   
 RL0054_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0054+STABILITY: SURFACE MOTION
 RL0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0054+SATELLITE: SATELLITE OBSERVATIONS - September 12, 1994
 RL0054
 RL0054  HISTORY     - Date     Condition        Report By
 RL0054  HISTORY     - 1934     MONUMENTED       CGS
 RL0054  HISTORY     - 1948     GOOD             NGS
 RL0054  HISTORY     - 19940912 GOOD             MIDT
 RL0054
 RL0054                          STATION DESCRIPTION
 RL0054
 RL0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0054'1 MI S FROM BARAGA.
 RL0054'ABOUT 0.95 MILE SOUTH ALONG DULUTH, SOUTH SHORE AND ATLANTIC
 RL0054'RAILWAY FROM THE STATION AT BARAGA, AT THE CROSSING OF BARAGA
 RL0054'BUSINESS ROUTE OF U.S. HIGHWAY 41, 212 FEET SOUTH-SOUTHWEST OF
 RL0054'THE CENTER OF THE CROSSING, 61 FEET WEST OF THE CENTER LINE OF
 RL0054'THE HIGHWAY, 40 FEET WEST-SOUTHWEST OF TELEPHONE POLE 834,
 RL0054'28 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 21
 RL0054'FEET WEST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE
 RL0054'WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN THE
 RL0054'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0054
 RL0054                          STATION RECOVERY (1994)
 RL0054
 RL0054'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 RL0054'AT THE EAST EDGE OF THE VILLAGE OF BARAGA, NEAR THE STATE PARK AND
 RL0054'ALONG THE ESCANABA AND LAKE SUPERIOR RAILROAD, AT THE INTERSECTION OF
 RL0054'U.S. HIGHWAY 41 AND BUSINESS ROUTE 41.  TO REACH FROM THE POST OFFICE
 RL0054'FOLLOW BUSINESS ROUTE 41 (SUPERIOR AVENUE) SOUTHEASTERLY 1.4 KM (0.85
 RL0054'MI) TO THE RIALROAD CROSSING AND THE STATION ON THE RIGHT. STATION IS
 RL0054'37.2 M (122.0 FT) NORTHWEST OF THE CENTERLINE OF HIGHWAY 41, 64.6 M
 RL0054'(211.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE RAILROAD CROSSING,
 RL0054'18.7 M (61.4 FT) WEST OF THE CENTERLINE OF BUSINESS ROUTE 41, 8.6 M
 RL0054'(28.2 FT) SOUTHEAST FROM THE SOUTHEAST RAIL OF THE RAILROAD TRACK,
 RL0054'0.25 M (0.82 FT) EAST OF A CARSONITE WITNESS POST, AND ABOUT 0.8 M
 RL0054'(2.6 FT) BELOW THE TRACK AND PROJECTING 0.05 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0610 ***********************************************************************
 RJ0610  DESIGNATION -  C 49
 RJ0610  PID         -  RJ0610
 RJ0610  STATE/COUNTY-  MI/CHIPPEWA
 RJ0610  USGS QUAD   -  BARBEAU (1975)
 RJ0610
 RJ0610                         *CURRENT SURVEY CONTROL
 RJ0610  ___________________________________________________________________
 RJ0610* NAD 83(1986)-  46 30 13.     (N)    084 21 47.     (W)     SCALED    
 RJ0610* NAVD 88     -       185.213  (meters)     607.65   (feet)  ADJUSTED  
 RJ0610  ___________________________________________________________________
 RJ0610  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0610  DYNAMIC HT  -         185.223 (meters)     607.69  (feet)  COMP
 RJ0610  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RJ0610
 RJ0610  VERT ORDER  -  FIRST     CLASS 0
 RJ0610
 RJ0610.The horizontal coordinates were scaled from a topographic map and have
 RJ0610.an estimated accuracy of +/- 6 seconds.
 RJ0610
 RJ0610.The orthometric height was determined by differential leveling
 RJ0610.and adjusted by the National Geodetic Survey in June 1991..
 RJ0610
 RJ0610.The geoid height was determined by GEOID03.
 RJ0610
 RJ0610.The dynamic height is computed by dividing the NAVD 88
 RJ0610.geopotential number by the normal gravity value computed on the
 RJ0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0610.degrees latitude (g = 980.6199 gals.).
 RJ0610
 RJ0610.The modeled gravity was interpolated from observed gravity values.
 RJ0610
 RJ0610;                    North         East    Units  Estimated Accuracy
 RJ0610;SPC MI N     -   194,570.    8,202,350.      MT  (+/- 180 meters Scaled)
 RJ0610
 RJ0610                          SUPERSEDED SURVEY CONTROL
 RJ0610
 RJ0610.No superseded survey control is available for this station.
 RJ0610
 RJ0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS023533(NAD 83)
 RJ0610_MARKER: Z = SEE DESCRIPTION
 RJ0610_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0610_SP_SET: RAILROAD BRIDGE ABUTMENT
 RJ0610_MARK LOGO: USLS  
 RJ0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0610+STABILITY: SURFACE MOTION
 RJ0610
 RJ0610  HISTORY     - Date     Condition        Report By
 RJ0610  HISTORY     - 1959     MONUMENTED       USLS
 RJ0610  HISTORY     - 1983     GOOD             NGS
 RJ0610  HISTORY     - 20010906 GOOD             WOOLPT
 RJ0610
 RJ0610                          STATION DESCRIPTION
 RJ0610
 RJ0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0610'IN SAULT STE MARIE.
 RJ0610'IN SAULT STE. MARIE, NEAR CROSSING OF THE INTERNATIONAL BRIDGE, A 1 BY
 RJ0610'1.5 INCH BRONZE RECTANGLE ON THE END OF A 1-INCH SOLID STEEL BAR, SET
 RJ0610'VERTICALLY IN THE SOUTH FACE AT THE SOUTHEAST CORNER OF THE NORTH
 RJ0610'CONCRETE ABUTMENT OF BASCULE BRIDGE (RAILROAD BRIDGE) OVER SOO CANAL,
 RJ0610'0.14 METERS (0.45 FT) WEST OF EAST FACE OF ABUTMENT, 0.38 METERS
 RJ0610'(1.25 FT) ABOVE SEAWALL.  NOTE, NO STAMPING.
 RJ0610'THE MARK IS 0.38 M ABOVE SEAWALL.
 RJ0610
 RJ0610                          STATION RECOVERY (2001)
 RJ0610
 RJ0610'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 RJ0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0145 ***********************************************************************
 RK0145  DESIGNATION -  C 49
 RK0145  PID         -  RK0145
 RK0145  STATE/COUNTY-  MI/MARQUETTE
 RK0145  USGS QUAD   -  SKANDIA (1985)
 RK0145
 RK0145                         *CURRENT SURVEY CONTROL
 RK0145  ___________________________________________________________________
 RK0145* NAD 83(1986)-  46 29 03.     (N)    087 13 41.     (W)     SCALED    
 RK0145* NAVD 88     -       189.938  (meters)     623.15   (feet)  ADJUSTED  
 RK0145  ___________________________________________________________________
 RK0145  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 RK0145  DYNAMIC HT  -         189.953 (meters)     623.20  (feet)  COMP
 RK0145  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 RK0145
 RK0145  VERT ORDER  -  FIRST     CLASS II
 RK0145
 RK0145.The horizontal coordinates were scaled from a topographic map and have
 RK0145.an estimated accuracy of +/- 6 seconds.
 RK0145
 RK0145.The orthometric height was determined by differential leveling
 RK0145.and adjusted by the National Geodetic Survey in June 1991..
 RK0145
 RK0145.The geoid height was determined by GEOID03.
 RK0145
 RK0145.The dynamic height is computed by dividing the NAVD 88
 RK0145.geopotential number by the normal gravity value computed on the
 RK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0145.degrees latitude (g = 980.6199 gals.).
 RK0145
 RK0145.The modeled gravity was interpolated from observed gravity values.
 RK0145
 RK0145;                    North         East    Units  Estimated Accuracy
 RK0145;SPC MI N     -   189,060.    7,982,490.      MT  (+/- 180 meters Scaled)
 RK0145
 RK0145                          SUPERSEDED SURVEY CONTROL
 RK0145
 RK0145  NGVD 29 (??/??/92)  189.915  (m)          623.08   (f) ADJ UNCH    1 2
 RK0145
 RK0145.Superseded values are not recommended for survey control.
 RK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0145.See file dsdata.txt to determine how the superseded data were derived.
 RK0145
 RK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS824478(NAD 83)
 RK0145_MARKER: DB = BENCH MARK DISK
 RK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0145_STAMPING: C 49 1934
 RK0145_MARK LOGO: CGS   
 RK0145_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0145+STABILITY: SURFACE MOTION
 RK0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0145+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 RK0145
 RK0145  HISTORY     - Date     Condition        Report By
 RK0145  HISTORY     - 1934     MONUMENTED       CGS
 RK0145  HISTORY     - 1955     GOOD             NGS
 RK0145  HISTORY     - 19980413 GOOD             NGS
 RK0145  HISTORY     - 20030917 GOOD             MIDT
 RK0145  HISTORY     - 20060701 GOOD             GEOCAC
 RK0145
 RK0145                          STATION DESCRIPTION
 RK0145
 RK0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RK0145'AT GORDON.
 RK0145'AT GORDON, MARQUETTE COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RK0145'ATLANTIC RAILWAY, 9 RAILS EAST OF THE STATION SIGN, OPPOSITE
 RK0145'MILEPOST 145, 6 RAILS WEST OF A SECTION HOUSE, 2 RAILS EAST OF
 RK0145'POLE 5375 AND 25 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 RK0145'STANDARD DISK, STAMPED C 49 1934 AND SET IN THE TOP OF A
 RK0145'CONCRETE POST.
 RK0145
 RK0145                          STATION RECOVERY (1998)
 RK0145
 RK0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0145'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0145'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0145'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0145'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0145'TRAILS PROJECT AND REMOVE THE TRACKS.  THERE ARE STILL REMAINS OF THE
 RK0145'FOUNDATION OF THE OLD RAILROAD STATION IN THE AREA.  RECOVERED BY
 RK0145'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0145
 RK0145                          STATION RECOVERY (2003)
 RK0145
 RK0145'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (KJF)
 RK0145'FROM THE JUNCTION OF M-28 AND US-41 IN HARVEY, GO EAST ON STATE
 RK0145'HIGHWAY M-28, 5.2 MILES TO KAWBAWGAM ROAD.  GO SOUTH ON KAWBAWGAM ROAD
 RK0145'740 FEET TO THE ABANDONED RAILROAD GRADE.  GO EAST ON THE ABANDONED
 RK0145'RAILROAD GRADE, 0.6 MILES.  POINT IS 29 FEET NORTH OF APPROXIMATE
 RK0145'CENTERLINE OF ABANDONED RAILROAD GRADE AND IS MARKED WITH A CARSONITE
 RK0145'MARKER 1.5 FEET TO THE SOUTH.
 RK0145
 RK0145                          STATION RECOVERY (2006)
 RK0145
 RK0145'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0703 ***********************************************************************
 RL0703  DESIGNATION -  C 50
 RL0703  PID         -  RL0703
 RL0703  STATE/COUNTY-  MI/ONTONAGON
 RL0703  USGS QUAD   -  
 RL0703
 RL0703                         *CURRENT SURVEY CONTROL
 RL0703  ___________________________________________________________________
 RL0703* NAD 83(1986)-  46 32 05.     (N)    089 16 22.     (W)     SCALED    
 RL0703* NAVD 88     -       352.943  (meters)    1157.95   (feet)  POSTED    
 RL0703  ___________________________________________________________________
 RL0703  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL0703  DYNAMIC HT  -         352.960 (meters)    1158.00  (feet)  COMP
 RL0703  MODELED GRAV-     980,643.9   (mgal)                       NAVD 88
 RL0703
 RL0703  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 RL0703
 RL0703.The horizontal coordinates were scaled from a topographic map and have
 RL0703.an estimated accuracy of +/- 6 seconds.
 RL0703
 RL0703.The orthometric height was determined by differential leveling
 RL0703.and adjusted by the National Geodetic Survey in 1992..
 RL0703.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 RL0703.rate of 3.1 thru 4.0 mm/km.
 RL0703
 RL0703.The geoid height was determined by GEOID03.
 RL0703
 RL0703.The dynamic height is computed by dividing the NAVD 88
 RL0703.geopotential number by the normal gravity value computed on the
 RL0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0703.degrees latitude (g = 980.6199 gals.).
 RL0703
 RL0703.The modeled gravity was interpolated from observed gravity values.
 RL0703
 RL0703;                    North         East    Units  Estimated Accuracy
 RL0703;SPC MI N     -   197,160.    7,825,690.      MT  (+/- 180 meters Scaled)
 RL0703
 RL0703                          SUPERSEDED SURVEY CONTROL
 RL0703
 RL0703  NGVD 29 (??/??/92)  352.950  (m)         1157.97   (f) ADJ UNCH    1 2
 RL0703
 RL0703.Superseded values are not recommended for survey control.
 RL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0703.See file dsdata.txt to determine how the superseded data were derived.
 RL0703
 RL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS257559(NAD 83)
 RL0703_MARKER: DB = BENCH MARK DISK
 RL0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0703_STAMPING: C 50 1934
 RL0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0703+STABILITY: SURFACE MOTION
 RL0703
 RL0703  HISTORY     - Date     Condition        Report By
 RL0703  HISTORY     - 1934     MONUMENTED       CGS
 RL0703  HISTORY     - 1950     MARK NOT FOUND   NGS
 RL0703  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0703  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0703  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0703  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0703
 RL0703                          STATION DESCRIPTION
 RL0703
 RL0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 RL0703'0.5 MI E FROM EWEN.
 RL0703'0.5 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD
 RL0703'FROM THE STATION AT EWEN, ONTONAGON COUNTY, AT A DIM FARM-ROAD
 RL0703'CROSSING, AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A
 RL0703'STANDARD DISK, STAMPED C 50 1934 AND SET IN THE TOP OF A
 RL0703'CONCRETE POST.
 RL0703
 RL0703                          STATION RECOVERY (1978)
 RL0703
 RL0703'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0703'MARK NOT FOUND.
 RL0703
 RL0703                          STATION RECOVERY (1985)
 RL0703
 RL0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0703'MARK NOT FOUND.
 RL0703
 RL0703                          STATION RECOVERY (2001)
 RL0703
 RL0703'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0703'MARK NOT FOUND.
 RL0703
 RL0703                          STATION RECOVERY (2004)
 RL0703
 RL0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0360 ***********************************************************************
 RJ0360  DESIGNATION -  C 51
 RJ0360  PID         -  RJ0360
 RJ0360  STATE/COUNTY-  MI/LUCE
 RJ0360  USGS QUAD   -  HULBERT (1975)
 RJ0360
 RJ0360                         *CURRENT SURVEY CONTROL
 RJ0360  ___________________________________________________________________
 RJ0360* NAD 83(1986)-  46 19 02.     (N)    085 13 59.     (W)     SCALED    
 RJ0360* NAVD 88     -       217.090  (meters)     712.24   (feet)  ADJUSTED  
 RJ0360  ___________________________________________________________________
 RJ0360  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 RJ0360  DYNAMIC HT  -         217.106 (meters)     712.29  (feet)  COMP
 RJ0360  MODELED GRAV-     980,682.6   (mgal)                       NAVD 88
 RJ0360
 RJ0360  VERT ORDER  -  FIRST     CLASS II
 RJ0360
 RJ0360.The horizontal coordinates were scaled from a topographic map and have
 RJ0360.an estimated accuracy of +/- 6 seconds.
 RJ0360
 RJ0360.The orthometric height was determined by differential leveling
 RJ0360.and adjusted by the National Geodetic Survey in June 1991..
 RJ0360
 RJ0360.The geoid height was determined by GEOID03.
 RJ0360
 RJ0360.The dynamic height is computed by dividing the NAVD 88
 RJ0360.geopotential number by the normal gravity value computed on the
 RJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0360.degrees latitude (g = 980.6199 gals.).
 RJ0360
 RJ0360.The modeled gravity was interpolated from observed gravity values.
 RJ0360
 RJ0360;                    North         East    Units  Estimated Accuracy
 RJ0360;SPC MI N     -   172,000.    8,136,070.      MT  (+/- 180 meters Scaled)
 RJ0360
 RJ0360                          SUPERSEDED SURVEY CONTROL
 RJ0360
 RJ0360  NGVD 29 (??/??/92)  217.085  (m)          712.22   (f) ADJ UNCH    1 2
 RJ0360
 RJ0360.Superseded values are not recommended for survey control.
 RJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0360.See file dsdata.txt to determine how the superseded data were derived.
 RJ0360
 RJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS360308(NAD 83)
 RJ0360_MARKER: DB = BENCH MARK DISK
 RJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0360_STAMPING: C 51 1934
 RJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0360+STABILITY: SURFACE MOTION
 RJ0360
 RJ0360  HISTORY     - Date     Condition        Report By
 RJ0360  HISTORY     - 1934     MONUMENTED       CGS
 RJ0360
 RJ0360                          STATION DESCRIPTION
 RJ0360
 RJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0360'1.8 MI SE FROM SOO JUNCTION.
 RJ0360'1-3/4 MILES SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0360'RAILWAY FROM SOO JUNCTION, LUCE COUNTY, 20 FEET SOUTHEAST OF A
 RJ0360'POINT 3 FEET NORTHEAST OF MILEPOST 41, AND 25 FEET SOUTHWEST
 RJ0360'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED C 51
 RJ0360'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3/4 FOOT
 RJ0360'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0071 ***********************************************************************
 RJ0071  DESIGNATION -  C 53
 RJ0071  PID         -  RJ0071
 RJ0071  STATE/COUNTY-  MI/CHIPPEWA
 RJ0071  USGS QUAD   -  PICKFORD SE (1975)
 RJ0071
 RJ0071                         *CURRENT SURVEY CONTROL
 RJ0071  ___________________________________________________________________
 RJ0071* NAD 83(1994)-  46 06 00.59642(N)    084 15 33.78907(W)     ADJUSTED  
 RJ0071* NAVD 88     -       195.451  (meters)     641.24   (feet)  ADJUSTED  
 RJ0071  ___________________________________________________________________
 RJ0071  X           -     443,152.563 (meters)                     COMP
 RJ0071  Y           -  -4,408,196.009 (meters)                     COMP
 RJ0071  Z           -   4,573,089.371 (meters)                     COMP
 RJ0071  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 RJ0071  ELLIP HEIGHT-         159.26  (meters)          (07/17/02) GPS OBS
 RJ0071  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 RJ0071  DYNAMIC HT  -         195.457 (meters)     641.26  (feet)  COMP
 RJ0071  MODELED GRAV-     980,643.5   (mgal)                       NAVD 88
 RJ0071
 RJ0071  HORZ ORDER  -  FIRST
 RJ0071  VERT ORDER  -  FIRST     CLASS 0
 RJ0071  ELLP ORDER  -  FOURTH    CLASS I
 RJ0071
 RJ0071.The horizontal coordinates were established by GPS observations
 RJ0071.and adjusted by the National Geodetic Survey in February 1997..
 RJ0071
 RJ0071.The orthometric height was determined by differential leveling
 RJ0071.and adjusted by the National Geodetic Survey in June 1991..
 RJ0071.WARNING-Repeat measurements at this control monument indicate possible
 RJ0071.vertical movement.
 RJ0071
 RJ0071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0071
 RJ0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0071
 RJ0071.The ellipsoidal height was determined by GPS observations
 RJ0071.and is referenced to NAD 83.
 RJ0071
 RJ0071.The geoid height was determined by GEOID03.
 RJ0071
 RJ0071.The dynamic height is computed by dividing the NAVD 88
 RJ0071.geopotential number by the normal gravity value computed on the
 RJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0071.degrees latitude (g = 980.6199 gals.).
 RJ0071
 RJ0071.The modeled gravity was interpolated from observed gravity values.
 RJ0071
 RJ0071;                    North         East     Units Scale Factor Converg.
 RJ0071;SPC MI N     -   150,020.503 8,211,851.904   MT  0.99990803   +1 58 51.2
 RJ0071;SPC MI N     -   492,193.25 26,941,771.34   iFT  0.99990803   +1 58 51.2
 RJ0071;UTM  16      - 5,108,828.454   711,825.834   MT  1.00015163   +1 58 31.8
 RJ0071
 RJ0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0071!SPC MI N     -   0.99997503  x   0.99990803  =   0.99988307
 RJ0071!UTM  16      -   0.99997503  x   1.00015163  =   1.00012666
 RJ0071
 RJ0071                          SUPERSEDED SURVEY CONTROL
 RJ0071
 RJ0071  ELLIP H (02/03/97)  159.28   (m)                       GP(       ) 4 1
 RJ0071  NAD 83(1986)-  46 06 00.58894(N)    084 15 33.78400(W) AD(       ) 1
 RJ0071  NAD 83(1986)-  46 06 00.58913(N)    084 15 33.78591(W) AD(       ) 3
 RJ0071  NAVD 88 (09/30/91)  195.45   (m)          641.2    (f) LEVELING    3  
 RJ0071  NGVD 29 (??/??/92)  195.379  (m)          641.01   (f) ADJ UNCH    1 0
 RJ0071
 RJ0071.Superseded values are not recommended for survey control.
 RJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0071.See file dsdata.txt to determine how the superseded data were derived.
 RJ0071
 RJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1182608828(NAD 83)
 RJ0071_MARKER: DB = BENCH MARK DISK
 RJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0071_SP_SET: CONCRETE POST
 RJ0071_STAMPING: C 53 1934
 RJ0071_MARK LOGO: CGS   
 RJ0071_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0071+STABILITY: SURFACE MOTION
 RJ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0071+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1989
 RJ0071
 RJ0071  HISTORY     - Date     Condition        Report By
 RJ0071  HISTORY     - 1934     MONUMENTED       CGS
 RJ0071  HISTORY     - 1972     GOOD             USLS
 RJ0071  HISTORY     - 1983     POOR             NGS
 RJ0071  HISTORY     - 19890428 GOOD             NGS
 RJ0071
 RJ0071                          STATION DESCRIPTION
 RJ0071
 RJ0071'DESCRIBED BY US LAKE SURVEY 1972
 RJ0071'1.3 MI NW FROM STALWART.
 RJ0071'C 53 IS IN CHIPPEWA COUNTY, MICHIGAN, 1.3 MILES NORTH AND WEST
 RJ0071'ALONG HIGHWAY M-48 FROM THE POST OFFICE IN STALWART TO SOUTHBOUND
 RJ0071'GRAVEL ROAD, ABOUT 530 FEET SOUTH OF CENTERLINE OF M-48, 74 FEET
 RJ0071'SOUTH OF CENTERLINE EXTENDED OF WEST BOUND GRAVEL ROAD, 36 FEET
 RJ0071'EAST OF CENTERLINE OF NORTH-SOUTH GRAVEL ROAD, 6.2 FEET EASTERLY
 RJ0071'OF UTILITY POLE NO. PD2/158, 3.0 FEET EASTERLY OF NORTHWEST
 RJ0071'FENCE CORNER, 1.0 FOOT NORTH OF EASTERLY OF NORTHWEST FENCE
 RJ0071'CORNER, 1.0 FOOT NORTH OF EAST-WEST FENCE-LINE, 1/2 FOOT ABOVE
 RJ0071'THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 RJ0071'DISC SET INTO TOP OF A 6X6-INCH CONCRETE POST.
 RJ0071
 RJ0071                          STATION RECOVERY (1983)
 RJ0071
 RJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0071'RECOVERED THIS DATE, APPEARS HEAVED ABOUT 3 INCHES ABOVE GROUND,
 RJ0071'NOTE, CHANGE UTILITY POLE NUMBER PD 2/158 TO POWERLINE POLE NUMBER
 RJ0071'PD 2/162.  ADD, 0.31 METERS (1.0 FT) EAST OF A WITNESS POST.
 RJ0071
 RJ0071                          STATION RECOVERY (1989)
 RJ0071
 RJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RJ0071'THE STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTHEAST OF
 RJ0071'CEDARVILLE, 13.8 KM (8.60 MI) NORTHWEST OF GOETZVILLE AND 10.1 KM
 RJ0071'(6.30 MI) SOUTHEAST OF PICKFORD.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 RJ0071'TRANSPORTATION.
 RJ0071'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 129 AND 134
 RJ0071'IN CEDARVILLE, GO NORTH ON HIGHWAY 129 FOR 14.41 KM (8.95 MI) TO A
 RJ0071'PAVED CROSSROAD.  TURN RIGHT AND GO EAST AND SOUTH ON STATE HIGHWAY 48
 RJ0071'FOR 11.06 KM (6.85 MI) TO WHERE STATE HIGHWAY 48 TURNS BACK TO THE
 RJ0071'EAST AND A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 RJ0071'HANNA ROAD FOR 0.16 KM (0.10 MI) TO A GRAVELED ROAD, 28 MILE ROAD, ON
 RJ0071'THE RIGHT AND THE STATION ON THE LEFT.
 RJ0071'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 RJ0071'MONUMENT THAT PROJECTS 25 CM ABOVE THE GROUND.  LOCATED 25.0 M
 RJ0071'(82.0 FT) SOUTHEAST OF THE JUNCTION OF 28 MILE ROAD AND HANNA ROAD,
 RJ0071'22.6 M (74.1 FT) SOUTH OF THE EXTENDED CENTER OF 28 MILE ROAD, 11.0 M
 RJ0071'(36.1 FT) EAST OF THE CENTER OF HANNA ROAD, 1.9 M (6.2 FT)
 RJ0071'EAST-NORTHEAST OF UTILITY POLE NUMBER PD2 162, 0.3 M (1.0 FT) NORTH OF
 RJ0071'A FENCE AND 0.3 M (1.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 RJ0071'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0062 ***********************************************************************
 RK0062  DESIGNATION -  C 55
 RK0062  PID         -  RK0062
 RK0062  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0062  USGS QUAD   -  
 RK0062
 RK0062                         *CURRENT SURVEY CONTROL
 RK0062  ___________________________________________________________________
 RK0062* NAD 83(1986)-  46 10 37.     (N)    086 25 08.     (W)     SCALED    
 RK0062* NAVD 88     -       218.893  (meters)     718.15   (feet)  ADJUSTED  
 RK0062  ___________________________________________________________________
 RK0062  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 RK0062  DYNAMIC HT  -         218.905 (meters)     718.19  (feet)  COMP
 RK0062  MODELED GRAV-     980,664.3   (mgal)                       NAVD 88
 RK0062
 RK0062  VERT ORDER  -  SECOND    CLASS 0
 RK0062
 RK0062.The horizontal coordinates were scaled from a topographic map and have
 RK0062.an estimated accuracy of +/- 6 seconds.
 RK0062
 RK0062.The orthometric height was determined by differential leveling
 RK0062.and adjusted by the National Geodetic Survey in June 1991..
 RK0062
 RK0062.The geoid height was determined by GEOID03.
 RK0062
 RK0062.The dynamic height is computed by dividing the NAVD 88
 RK0062.geopotential number by the normal gravity value computed on the
 RK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0062.degrees latitude (g = 980.6199 gals.).
 RK0062
 RK0062.The modeled gravity was interpolated from observed gravity values.
 RK0062
 RK0062;                    North         East    Units  Estimated Accuracy
 RK0062;SPC MI N     -   155,060.    8,044,870.      MT  (+/- 180 meters Scaled)
 RK0062
 RK0062                          SUPERSEDED SURVEY CONTROL
 RK0062
 RK0062  NGVD 29 (??/??/92)  218.870  (m)          718.08   (f) ADJ UNCH    2 0
 RK0062
 RK0062.Superseded values are not recommended for survey control.
 RK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0062.See file dsdata.txt to determine how the superseded data were derived.
 RK0062
 RK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES448138(NAD 83)
 RK0062_MARKER: DB = BENCH MARK DISK
 RK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0062_STAMPING: C 55 1934
 RK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0062+STABILITY: SURFACE MOTION
 RK0062
 RK0062  HISTORY     - Date     Condition        Report By
 RK0062  HISTORY     - 1934     MONUMENTED       CGS
 RK0062  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0062
 RK0062                          STATION DESCRIPTION
 RK0062
 RK0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0062'21.2 MI N FROM MANISTIQUE.
 RK0062'21.2 MILES NORTH ALONG STATE HIGHWAY 94 FROM THE JUNCTION WITH
 RK0062'U.S. HIGHWAY 2 AT MANISTIQUE, SCHOOLCRAFT COUNTY, 24 FEET
 RK0062'NORTHEAST OF THE CENTERLINE OF THE MANISTIQUE AND LAKE SUPERIOR
 RK0062'RAILROAD MAIN TRACK, AND 30 FEET EAST OF THE CENTERLINE OF THE
 RK0062'HIGHWAY.  A STANDARD DISK, STAMPED C 55 1934 AND SET IN THE
 RK0062'TOP OF A CONCRETE POST.
 RK0062
 RK0062                          STATION RECOVERY (1980)
 RK0062
 RK0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0062'HWY IN AREA HAS BEEN CHANGED SINCE MARK WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0013 ***********************************************************************
 QL0013  DESIGNATION -  C 56
 QL0013  PID         -  QL0013
 QL0013  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0013  USGS QUAD   -  
 QL0013
 QL0013                         *CURRENT SURVEY CONTROL
 QL0013  ___________________________________________________________________
 QL0013* NAD 83(1986)-  45 55 55.     (N)    086 20 40.     (W)     SCALED    
 QL0013* NAVD 88     -       194.329  (meters)     637.56   (feet)  ADJUSTED  
 QL0013  ___________________________________________________________________
 QL0013  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 QL0013  DYNAMIC HT  -         194.333 (meters)     637.57  (feet)  COMP
 QL0013  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 QL0013
 QL0013  VERT ORDER  -  SECOND    CLASS 0
 QL0013
 QL0013.The horizontal coordinates were scaled from a topographic map and have
 QL0013.an estimated accuracy of +/- 6 seconds.
 QL0013
 QL0013.The orthometric height was determined by differential leveling
 QL0013.and adjusted by the National Geodetic Survey in June 1991..
 QL0013
 QL0013.The geoid height was determined by GEOID03.
 QL0013
 QL0013.The dynamic height is computed by dividing the NAVD 88
 QL0013.geopotential number by the normal gravity value computed on the
 QL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0013.degrees latitude (g = 980.6199 gals.).
 QL0013
 QL0013.The modeled gravity was interpolated from observed gravity values.
 QL0013
 QL0013;                    North         East    Units  Estimated Accuracy
 QL0013;SPC MI N     -   127,870.    8,050,840.      MT  (+/- 180 meters Scaled)
 QL0013
 QL0013                          SUPERSEDED SURVEY CONTROL
 QL0013
 QL0013  NGVD 29 (??/??/92)  194.320  (m)          637.53   (f) ADJ UNCH    2 0
 QL0013
 QL0013.Superseded values are not recommended for survey control.
 QL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0013.See file dsdata.txt to determine how the superseded data were derived.
 QL0013
 QL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER508866(NAD 83)
 QL0013_MARKER: DB = BENCH MARK DISK
 QL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0013_STAMPING: C 56 1934
 QL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0013+STABILITY: SURFACE MOTION
 QL0013
 QL0013  HISTORY     - Date     Condition        Report By
 QL0013  HISTORY     - 1934     MONUMENTED       CGS
 QL0013  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0013  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0013
 QL0013                          STATION DESCRIPTION
 QL0013
 QL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0013'5.1 MI W FROM MANISTIQUE.
 QL0013'5.1 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0013'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0013'COUNTY, AT MILEAGE 381.6, 37 FEET EAST OF THE CENTERLINE OF A
 QL0013'ROAD, 90 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 10 FEET
 QL0013'EAST OF A FENCE, AND 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 QL0013'A STANDARD DISK, STAMPED C 56 1934 AND SET IN THE TOP OF A
 QL0013'CONCRETE POST.
 QL0013
 QL0013                          STATION RECOVERY (1972)
 QL0013
 QL0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0013'MARK NOT FOUND.
 QL0013
 QL0013                          STATION RECOVERY (1980)
 QL0013
 QL0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0013'SEARCHED FOR BUT NOT FOUND; AREA RESIDENTS SAY MARK IS THERE BUT MARK
 QL0013'WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0004 ***********************************************************************
 RM0004  DESIGNATION -  C 58
 RM0004  PID         -  RM0004
 RM0004  STATE/COUNTY-  MI/GOGEBIC
 RM0004  USGS QUAD   -  LAKE EVELYN (1973)
 RM0004
 RM0004                         *CURRENT SURVEY CONTROL
 RM0004  ___________________________________________________________________
 RM0004* NAD 83(1986)-  46 30 39.     (N)    090 06 50.     (W)     SCALED    
 RM0004* NAVD 88     -       368.095  (meters)    1207.66   (feet)  ADJUSTED  
 RM0004  ___________________________________________________________________
 RM0004  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0004  DYNAMIC HT  -         368.119 (meters)    1207.74  (feet)  COMP
 RM0004  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RM0004
 RM0004  VERT ORDER  -  FIRST     CLASS II
 RM0004
 RM0004.The horizontal coordinates were scaled from a topographic map and have
 RM0004.an estimated accuracy of +/- 6 seconds.
 RM0004
 RM0004.The orthometric height was determined by differential leveling
 RM0004.and adjusted by the National Geodetic Survey in June 1991..
 RM0004
 RM0004.The geoid height was determined by GEOID03.
 RM0004
 RM0004.The dynamic height is computed by dividing the NAVD 88
 RM0004.geopotential number by the normal gravity value computed on the
 RM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0004.degrees latitude (g = 980.6199 gals.).
 RM0004
 RM0004.The modeled gravity was interpolated from observed gravity values.
 RM0004
 RM0004;                    North         East    Units  Estimated Accuracy
 RM0004;SPC MI N     -   196,700.    7,761,100.      MT  (+/- 180 meters Scaled)
 RM0004
 RM0004                          SUPERSEDED SURVEY CONTROL
 RM0004
 RM0004  NGVD 29 (??/??/92)  368.117  (m)         1207.73   (f) ADJ UNCH    1 2
 RM0004
 RM0004.Superseded values are not recommended for survey control.
 RM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0004.See file dsdata.txt to determine how the superseded data were derived.
 RM0004
 RM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM214548(NAD 83)
 RM0004_MARKER: DB = BENCH MARK DISK
 RM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0004_STAMPING: C 58 1934
 RM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0004+STABILITY: SURFACE MOTION
 RM0004
 RM0004  HISTORY     - Date     Condition        Report By
 RM0004  HISTORY     - 1934     MONUMENTED       CGS
 RM0004  HISTORY     - 1964     GOOD             NGS
 RM0004
 RM0004                          STATION DESCRIPTION
 RM0004
 RM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0004'1.9 MI E FROM NORTH IRONWOOD.
 RM0004'ABOUT 1.9 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0004'RAILWAY FROM THE STATION AT NORTH IRONWOOD, SET IN THE SOUTHWEST
 RM0004'ANGLE OF A FARM ROAD CROSSING, 34 FEET SOUTH OF THE SOUTH RAIL,
 RM0004'39 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 3.5 FEET
 RM0004'EAST OF A NORTH-SOUTH FENCE LINE, 14 FEET NORTH OF A FENCE
 RM0004'CORNER, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 RM0004'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RM0004'8 INCHES.
 RM0004
 RM0004                          STATION RECOVERY (1964)
 RM0004
 RM0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0193 ***********************************************************************
 RL0193  DESIGNATION -  C 60
 RL0193  PID         -  RL0193
 RL0193  STATE/COUNTY-  MI/DICKINSON
 RL0193  USGS QUAD   -  SAGOLA (1955)
 RL0193
 RL0193                         *CURRENT SURVEY CONTROL
 RL0193  ___________________________________________________________________
 RL0193* NAD 83(1986)-  46 04 48.     (N)    088 04 29.     (W)     SCALED    
 RL0193* NAVD 88     -       431.582  (meters)    1415.95   (feet)  ADJUSTED  
 RL0193  ___________________________________________________________________
 RL0193  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 RL0193  DYNAMIC HT  -         431.579 (meters)    1415.94  (feet)  COMP
 RL0193  MODELED GRAV-     980,595.0   (mgal)                       NAVD 88
 RL0193
 RL0193  VERT ORDER  -  SECOND    CLASS 0
 RL0193
 RL0193.The horizontal coordinates were scaled from a topographic map and have
 RL0193.an estimated accuracy of +/- 6 seconds.
 RL0193
 RL0193.The orthometric height was determined by differential leveling
 RL0193.and adjusted by the National Geodetic Survey in June 1991..
 RL0193
 RL0193.The geoid height was determined by GEOID03.
 RL0193
 RL0193.The dynamic height is computed by dividing the NAVD 88
 RL0193.geopotential number by the normal gravity value computed on the
 RL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0193.degrees latitude (g = 980.6199 gals.).
 RL0193
 RL0193.The modeled gravity was interpolated from observed gravity values.
 RL0193
 RL0193;                    North         East    Units  Estimated Accuracy
 RL0193;SPC MI N     -   144,680.    7,916,880.      MT  (+/- 180 meters Scaled)
 RL0193
 RL0193                          SUPERSEDED SURVEY CONTROL
 RL0193
 RL0193  NGVD 29 (??/??/92)  431.563  (m)         1415.89   (f) ADJ UNCH    2 0
 RL0193
 RL0193.Superseded values are not recommended for survey control.
 RL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0193.See file dsdata.txt to determine how the superseded data were derived.
 RL0193
 RL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS169034(NAD 83)
 RL0193_MARKER: DB = BENCH MARK DISK
 RL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0193_STAMPING: C 60 1934
 RL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0193+STABILITY: SURFACE MOTION
 RL0193
 RL0193  HISTORY     - Date     Condition        Report By
 RL0193  HISTORY     - 1934     MONUMENTED       CGS
 RL0193  HISTORY     - 19990426 MARK NOT FOUND   MIDT
 RL0193
 RL0193                          STATION DESCRIPTION
 RL0193
 RL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0193'19.9 MI N FROM IRON MOUNTAIN.
 RL0193'19.9 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0193'PACIFIC RAILROAD FROM THE STATION AT IRON MOUNTAIN, DICKINSON
 RL0193'COUNTY, 190 FEET SOUTH OF MILEPOST 311, 12 FEET NORTH OF A ROAD,
 RL0193'42 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 18 INCHES
 RL0193'NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED C 60 1934
 RL0193'AND SET IN THE TOP OF A CONCRETE POST.
 RL0193
 RL0193                          STATION RECOVERY (1999)
 RL0193
 RL0193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RL0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0247 ***********************************************************************
 RK0247  DESIGNATION -  C 61
 RK0247  PID         -  RK0247
 RK0247  STATE/COUNTY-  MI/MARQUETTE
 RK0247  USGS QUAD   -  REPUBLIC (1975)
 RK0247
 RK0247                         *CURRENT SURVEY CONTROL
 RK0247  ___________________________________________________________________
 RK0247* NAD 83(1986)-  46 27 29.     (N)    087 57 14.     (W)     SCALED    
 RK0247* NAVD 88     -       478.589  (meters)    1570.17   (feet)  ADJUSTED  
 RK0247  ___________________________________________________________________
 RK0247  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 RK0247  DYNAMIC HT  -         478.605 (meters)    1570.22  (feet)  COMP
 RK0247  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 RK0247
 RK0247  VERT ORDER  -  SECOND    CLASS 0
 RK0247
 RK0247.The horizontal coordinates were scaled from a topographic map and have
 RK0247.an estimated accuracy of +/- 6 seconds.
 RK0247
 RK0247.The orthometric height was determined by differential leveling
 RK0247.and adjusted by the National Geodetic Survey in June 1991..
 RK0247
 RK0247.The geoid height was determined by GEOID03.
 RK0247
 RK0247.The dynamic height is computed by dividing the NAVD 88
 RK0247.geopotential number by the normal gravity value computed on the
 RK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0247.degrees latitude (g = 980.6199 gals.).
 RK0247
 RK0247.The modeled gravity was interpolated from observed gravity values.
 RK0247
 RK0247;                    North         East    Units  Estimated Accuracy
 RK0247;SPC MI N     -   186,580.    7,926,730.      MT  (+/- 180 meters Scaled)
 RK0247
 RK0247                          SUPERSEDED SURVEY CONTROL
 RK0247
 RK0247  NGVD 29 (??/??/92)  478.523  (m)         1569.95   (f) ADJ UNCH    2 0
 RK0247
 RK0247.Superseded values are not recommended for survey control.
 RK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0247.See file dsdata.txt to determine how the superseded data were derived.
 RK0247
 RK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS267453(NAD 83)
 RK0247_MARKER: DB = BENCH MARK DISK
 RK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0247_STAMPING: C 61 1934
 RK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0247+STABILITY: SURFACE MOTION
 RK0247
 RK0247  HISTORY     - Date     Condition        Report By
 RK0247  HISTORY     - 1934     MONUMENTED       CGS
 RK0247  HISTORY     - 1951     MARK NOT FOUND   NGS
 RK0247  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0247
 RK0247                          STATION DESCRIPTION
 RK0247
 RK0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 RK0247'5 MI N FROM REPUBLIC.
 RK0247'5.0 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RK0247'PACIFIC RAILROAD FROM THE STATION AT REPUBLIC, MARQUETTE COUNTY,
 RK0247'3-1/2 RAILS NORTH OF MILEPOST 342, 30 FEET WEST OF GRANITE SWITCH
 RK0247'ON THE CHICAGO AND NORTH WESTERN RAILWAY, AT THE BASE OF A BANK,
 RK0247'AND 12 FEET WEST OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RK0247'RAILROAD TRACK.  A STANDARD DISK, STAMPED C 61 1934 AND SET IN
 RK0247'THE TOP OF A CONCRETE POST.
 RK0247
 RK0247                          STATION RECOVERY (1985)
 RK0247
 RK0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0066 ***********************************************************************
 RL0066  DESIGNATION -  C 62
 RL0066  PID         -  RL0066
 RL0066  STATE/COUNTY-  MI/HOUGHTON
 RL0066  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0066
 RL0066                         *CURRENT SURVEY CONTROL
 RL0066  ___________________________________________________________________
 RL0066* NAD 83(1986)-  46 58 57.     (N)    088 28 09.     (W)     SCALED    
 RL0066* NAVD 88     -       230.604  (meters)     756.57   (feet)  ADJUSTED  
 RL0066  ___________________________________________________________________
 RL0066  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 RL0066  DYNAMIC HT  -         230.619 (meters)     756.62  (feet)  COMP
 RL0066  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 RL0066
 RL0066  VERT ORDER  -  FIRST     CLASS II
 RL0066
 RL0066.The horizontal coordinates were scaled from a topographic map and have
 RL0066.an estimated accuracy of +/- 6 seconds.
 RL0066
 RL0066.The orthometric height was determined by differential leveling
 RL0066.and adjusted by the National Geodetic Survey in June 1991..
 RL0066
 RL0066.The geoid height was determined by GEOID03.
 RL0066
 RL0066.The dynamic height is computed by dividing the NAVD 88
 RL0066.geopotential number by the normal gravity value computed on the
 RL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0066.degrees latitude (g = 980.6199 gals.).
 RL0066
 RL0066.The modeled gravity was interpolated from observed gravity values.
 RL0066
 RL0066;                    North         East    Units  Estimated Accuracy
 RL0066;SPC MI N     -   245,470.    7,888,230.      MT  (+/- 180 meters Scaled)
 RL0066
 RL0066                          SUPERSEDED SURVEY CONTROL
 RL0066
 RL0066  NGVD 29 (??/??/92)  230.596  (m)          756.55   (f) ADJ UNCH    1 2
 RL0066
 RL0066.Superseded values are not recommended for survey control.
 RL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0066.See file dsdata.txt to determine how the superseded data were derived.
 RL0066
 RL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT882042(NAD 83)
 RL0066_MARKER: DB = BENCH MARK DISK
 RL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0066_STAMPING: C 62 1934
 RL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0066+STABILITY: SURFACE MOTION
 RL0066
 RL0066  HISTORY     - Date     Condition        Report By
 RL0066  HISTORY     - 1934     MONUMENTED       CGS
 RL0066  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0066
 RL0066                          STATION DESCRIPTION
 RL0066
 RL0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0066'1.5 MI W FROM PORTAGE ENTRY.
 RL0066'1.5 MILES WEST ALONG U.S. HIGHWAY 41 FROM PORTAGE ENTRY, HOUGHTON
 RL0066'COUNTY, IN THE YARD OF THE SNAKE RIVER SCHOOL, 22 FEET EAST
 RL0066'OF THE PAVEMENT, 15 FEET SOUTHWEST OF A WELL, AND 4 FEET BACK
 RL0066'FROM A ROAD DITCH.  A STANDARD DISK, STAMPED C 62 1934 AND
 RL0066'SET IN THE TOP OF A CONCRETE POST.
 RL0066
 RL0066                          STATION RECOVERY (1996)
 RL0066
 RL0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0066'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RL0066'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0281 ***********************************************************************
 RL0281  DESIGNATION -  C 63
 RL0281  PID         -  RL0281
 RL0281  STATE/COUNTY-  MI/IRON
 RL0281  USGS QUAD   -  BEECHWOOD (1981)
 RL0281
 RL0281                         *CURRENT SURVEY CONTROL
 RL0281  ___________________________________________________________________
 RL0281* NAD 83(1986)-  46 11 46.     (N)    088 51 34.     (W)     SCALED    
 RL0281* NAVD 88     -       486.759  (meters)    1596.98   (feet)  ADJUSTED  
 RL0281  ___________________________________________________________________
 RL0281  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 RL0281  DYNAMIC HT  -         486.767 (meters)    1597.00  (feet)  COMP
 RL0281  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 RL0281
 RL0281  VERT ORDER  -  SECOND    CLASS 0
 RL0281
 RL0281.The horizontal coordinates were scaled from a topographic map and have
 RL0281.an estimated accuracy of +/- 6 seconds.
 RL0281
 RL0281.The orthometric height was determined by differential leveling
 RL0281.and adjusted by the National Geodetic Survey in June 1991..
 RL0281
 RL0281.The geoid height was determined by GEOID03.
 RL0281
 RL0281.The dynamic height is computed by dividing the NAVD 88
 RL0281.geopotential number by the normal gravity value computed on the
 RL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0281.degrees latitude (g = 980.6199 gals.).
 RL0281
 RL0281.The modeled gravity was interpolated from observed gravity values.
 RL0281
 RL0281;                    North         East    Units  Estimated Accuracy
 RL0281;SPC MI N     -   158,710.    7,856,500.      MT  (+/- 180 meters Scaled)
 RL0281
 RL0281                          SUPERSEDED SURVEY CONTROL
 RL0281
 RL0281  NGVD 29 (??/??/92)  486.772  (m)         1597.02   (f) ADJ UNCH    2 0
 RL0281
 RL0281.Superseded values are not recommended for survey control.
 RL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0281.See file dsdata.txt to determine how the superseded data were derived.
 RL0281
 RL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS565175(NAD 83)
 RL0281_MARKER: DB = BENCH MARK DISK
 RL0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0281_STAMPING: C 63 1934
 RL0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0281+STABILITY: SURFACE MOTION
 RL0281
 RL0281  HISTORY     - Date     Condition        Report By
 RL0281  HISTORY     - 1934     MONUMENTED       CGS
 RL0281  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0281  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0281  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0281
 RL0281                          STATION DESCRIPTION
 RL0281
 RL0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0281'0.7 MI NW FROM BASSWOOD.
 RL0281'0.7 MILE NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0281'FROM BASSWOOD, IRON COUNTY, 4 RAILS WEST OF MILEPOST TOWERS
 RL0281'82, AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RL0281'DISK, STAMPED C 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0281'PROJECTING 6 INCHES ABOVE GROUND.
 RL0281
 RL0281                          STATION RECOVERY (1978)
 RL0281
 RL0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0281'MARK NOT FOUND.
 RL0281
 RL0281                          STATION RECOVERY (1997)
 RL0281
 RL0281'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0281'MARK NOT FOUND.
 RL0281
 RL0281                          STATION RECOVERY (2002)
 RL0281
 RL0281'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0006 ***********************************************************************
 QM0006  DESIGNATION -  C 64
 QM0006  PID         -  QM0006
 QM0006  STATE/COUNTY-  MI/DICKINSON
 QM0006  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0006
 QM0006                         *CURRENT SURVEY CONTROL
 QM0006  ___________________________________________________________________
 QM0006* NAD 83(1986)-  45 48 59.     (N)    088 03 51.     (W)     SCALED    
 QM0006* NAVD 88     -       346.985  (meters)    1138.40   (feet)  ADJUSTED  
 QM0006  ___________________________________________________________________
 QM0006  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 QM0006  DYNAMIC HT  -         346.979 (meters)    1138.38  (feet)  COMP
 QM0006  MODELED GRAV-     980,589.9   (mgal)                       NAVD 88
 QM0006
 QM0006  VERT ORDER  -  SECOND    CLASS 0
 QM0006
 QM0006.The horizontal coordinates were scaled from a topographic map and have
 QM0006.an estimated accuracy of +/- 6 seconds.
 QM0006
 QM0006.The orthometric height was determined by differential leveling
 QM0006.and adjusted by the National Geodetic Survey in June 1991..
 QM0006
 QM0006.The geoid height was determined by GEOID03.
 QM0006
 QM0006.The dynamic height is computed by dividing the NAVD 88
 QM0006.geopotential number by the normal gravity value computed on the
 QM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0006.degrees latitude (g = 980.6199 gals.).
 QM0006
 QM0006.The modeled gravity was interpolated from observed gravity values.
 QM0006
 QM0006;                    North         East    Units  Estimated Accuracy
 QM0006;SPC MI N     -   115,370.    7,917,300.      MT  (+/- 180 meters Scaled)
 QM0006
 QM0006                          SUPERSEDED SURVEY CONTROL
 QM0006
 QM0006  NGVD 29 (??/??/92)  346.999  (m)         1138.45   (f) ADJ UNCH    2 0
 QM0006
 QM0006.Superseded values are not recommended for survey control.
 QM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0006.See file dsdata.txt to determine how the superseded data were derived.
 QM0006
 QM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR173741(NAD 83)
 QM0006_MARKER: DB = BENCH MARK DISK
 QM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QM0006_STAMPING: C 64 1934
 QM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0006+STABILITY: SURFACE MOTION
 QM0006
 QM0006  HISTORY     - Date     Condition        Report By
 QM0006  HISTORY     - 1934     MONUMENTED       CGS
 QM0006  HISTORY     - 1942     GOOD             NGS
 QM0006  HISTORY     - 1966     GOOD             NGS
 QM0006  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QM0006
 QM0006                          STATION DESCRIPTION
 QM0006
 QM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 QM0006'AT IRON MOUNTAIN.
 QM0006'AT IRON MOUNTAIN, AT THE COUNTY COURTHOUSE, IN THE NORTHWEST
 QM0006'CORNER OF THE YARD, 42 FEET EAST OF THE CENTERLINE OF STEVENSON
 QM0006'AVENUE, AND 33 FEET SOUTH OF THE CENTERLINE OF C STREET.  A
 QM0006'STANDARD DISK, STAMPED C 64 1934 AND SET IN THE TOP OF A
 QM0006'CONCRETE POST.
 QM0006
 QM0006                          STATION RECOVERY (1966)
 QM0006
 QM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QM0006'RECOVERED IN GOOD CONDITION.
 QM0006
 QM0006                          STATION RECOVERY (2001)
 QM0006
 QM0006'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0006'COURTHOUSE YARD HAS BEEN IMPROVED WITH NEW SIDWALKS AND LIGHTING.  NO
 QM0006'EVIDENCE OF DISK ON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0064 ***********************************************************************
 SG0064  DESIGNATION -  C 65
 SG0064  PID         -  SG0064
 SG0064  STATE/COUNTY-  MI/HOUGHTON
 SG0064  USGS QUAD   -  HANCOCK (1975)
 SG0064
 SG0064                         *CURRENT SURVEY CONTROL
 SG0064  ___________________________________________________________________
 SG0064* NAD 83(1986)-  47 07 39.     (N)    088 35 50.     (W)     SCALED    
 SG0064* NAVD 88     -       225.000  (meters)     738.19   (feet)  ADJUSTED  
 SG0064  ___________________________________________________________________
 SG0064  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 SG0064  DYNAMIC HT  -         225.035 (meters)     738.30  (feet)  COMP
 SG0064  MODELED GRAV-     980,761.2   (mgal)                       NAVD 88
 SG0064
 SG0064  VERT ORDER  -  FIRST     CLASS II
 SG0064
 SG0064.The horizontal coordinates were scaled from a topographic map and have
 SG0064.an estimated accuracy of +/- 6 seconds.
 SG0064
 SG0064.The orthometric height was determined by differential leveling
 SG0064.and adjusted by the National Geodetic Survey in June 1991..
 SG0064
 SG0064.The geoid height was determined by GEOID03.
 SG0064
 SG0064.The dynamic height is computed by dividing the NAVD 88
 SG0064.geopotential number by the normal gravity value computed on the
 SG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0064.degrees latitude (g = 980.6199 gals.).
 SG0064
 SG0064.The modeled gravity was interpolated from observed gravity values.
 SG0064
 SG0064;                    North         East    Units  Estimated Accuracy
 SG0064;SPC MI N     -   261,770.    7,878,820.      MT  (+/- 180 meters Scaled)
 SG0064
 SG0064                          SUPERSEDED SURVEY CONTROL
 SG0064
 SG0064  NGVD 29 (??/??/92)  225.011  (m)          738.22   (f) ADJ UNCH    1 2
 SG0064
 SG0064.Superseded values are not recommended for survey control.
 SG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0064.See file dsdata.txt to determine how the superseded data were derived.
 SG0064
 SG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT788205(NAD 83)
 SG0064_MARKER: DB = BENCH MARK DISK
 SG0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0064_SP_SET: BUILDING
 SG0064_STAMPING: C 65 1934
 SG0064_MARK LOGO: CGS   
 SG0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0064+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 SG0064
 SG0064  HISTORY     - Date     Condition        Report By
 SG0064  HISTORY     - 1934     MONUMENTED       CGS
 SG0064  HISTORY     - 19951014 GOOD             USPSQD
 SG0064  HISTORY     - 19960709 GOOD             NGS
 SG0064
 SG0064                          STATION DESCRIPTION
 SG0064
 SG0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0064'AT HANCOCK.
 SG0064'AT HANCOCK, HOUGHTON COUNTY, AT RAILROAD AVENUE AND MICHIGAN
 SG0064'STREET, IN THE BRICK WALL OF THE EDWARD RYAN SCHOOL BUILDING, AT
 SG0064'THE NORTHEAST CORNER, AND ABOUT 3 FEET ABOVE GROUND.  A STANDARD
 SG0064'DISK, STAMPED C 65 1934 AND SET VERTICALLY.
 SG0064
 SG0064                          STATION RECOVERY (1995)
 SG0064
 SG0064'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0064'RECOVERED IN GOOD CONDITION.
 SG0064
 SG0064                          STATION RECOVERY (1996)
 SG0064
 SG0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0064'IN HANCOCK, AT THE INTERSECTION OF MICHIGAN AND MINNESOTA STREETS, SET
 SG0064'VERTICALLY IN THE EAST FACE OF THE EDWARD RYAN SCHOOL, 37.6 M (123.4
 SG0064'FT) NORTH OF THE CENTER OF MINNESOTA STREET, 23.1 M (75.8 FT) WEST OF
 SG0064'THE CENTER OF MICHIGAN STREET, 1.1 M (3.6 FT) SOUTH OF THE NORTHEAST
 SG0064'CORNER OF THE BUILDING, AND 0.7 M (2.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0036 ***********************************************************************
 SG0036  DESIGNATION -  C 66
 SG0036  PID         -  SG0036
 SG0036  STATE/COUNTY-  MI/KEWEENAW
 SG0036  USGS QUAD   -  DELAWARE (1997)
 SG0036
 SG0036                         *CURRENT SURVEY CONTROL
 SG0036  ___________________________________________________________________
 SG0036* NAD 83(1986)-  47 25 31.     (N)    088 04 41.     (W)     SCALED    
 SG0036* NAVD 88     -       357.910  (meters)    1174.24   (feet)  ADJUSTED  
 SG0036  ___________________________________________________________________
 SG0036  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 SG0036  DYNAMIC HT  -         357.969 (meters)    1174.44  (feet)  COMP
 SG0036  MODELED GRAV-     980,767.9   (mgal)                       NAVD 88
 SG0036
 SG0036  VERT ORDER  -  FIRST     CLASS II
 SG0036
 SG0036.The horizontal coordinates were scaled from a topographic map and have
 SG0036.an estimated accuracy of +/- 6 seconds.
 SG0036
 SG0036.The orthometric height was determined by differential leveling
 SG0036.and adjusted by the National Geodetic Survey in June 1991..
 SG0036
 SG0036.The geoid height was determined by GEOID03.
 SG0036
 SG0036.The dynamic height is computed by dividing the NAVD 88
 SG0036.geopotential number by the normal gravity value computed on the
 SG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0036.degrees latitude (g = 980.6199 gals.).
 SG0036
 SG0036.The modeled gravity was interpolated from observed gravity values.
 SG0036
 SG0036;                    North         East    Units  Estimated Accuracy
 SG0036;SPC MI N     -   294,210.    7,918,660.      MT  (+/- 180 meters Scaled)
 SG0036
 SG0036                          SUPERSEDED SURVEY CONTROL
 SG0036
 SG0036  NGVD 29 (??/??/92)  357.910  (m)         1174.24   (f) ADJ UNCH    1 2
 SG0036
 SG0036.Superseded values are not recommended for survey control.
 SG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0036.See file dsdata.txt to determine how the superseded data were derived.
 SG0036
 SG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT186529(NAD 83)
 SG0036_MARKER: DB = BENCH MARK DISK
 SG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0036_STAMPING: C 66 1934
 SG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0036+STABILITY: SURFACE MOTION
 SG0036
 SG0036  HISTORY     - Date     Condition        Report By
 SG0036  HISTORY     - 1934     MONUMENTED       CGS
 SG0036  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0036  HISTORY     - 20000608 MARK NOT FOUND   USPSQD
 SG0036  HISTORY     - 20010908 MARK NOT FOUND   USPSQD
 SG0036
 SG0036                          STATION DESCRIPTION
 SG0036
 SG0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0036'17 MI N FROM MOHAWK.
 SG0036'ABOUT 17 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0036'COUNTY, ABOUT 10 MILES SOUTH OF COPPER HARBOR, ON THE SUMMIT OF A
 SG0036'LONG WINDING HILL, AT THE JUNCTION WITH THE ROAD LEADING TO
 SG0036'EAGLE HARBOR, AND 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 SG0036'A STANDARD DISK, STAMPED C 66 1934 AND SET IN THE TOP OF A
 SG0036'CONCRETE POST.
 SG0036
 SG0036                          STATION RECOVERY (1996)
 SG0036
 SG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0036'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 SG0036
 SG0036                          STATION RECOVERY (2000)
 SG0036
 SG0036'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0036'MARK NOT FOUND.
 SG0036
 SG0036                          STATION RECOVERY (2001)
 SG0036
 SG0036'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0935 ***********************************************************************
 RL0935  DESIGNATION -  C 67
 RL0935  PID         -  RL0935
 RL0935  STATE/COUNTY-  MI/GOGEBIC
 RL0935  USGS QUAD   -  LAND O' LAKES (1982)
 RL0935
 RL0935                         *CURRENT SURVEY CONTROL
 RL0935  ___________________________________________________________________
 RL0935* NAD 83(1986)-  46 11 09.     (N)    089 11 10.     (W)     SCALED    
 RL0935* NAVD 88     -       522.082  (meters)    1712.86   (feet)  ADJUSTED  
 RL0935  ___________________________________________________________________
 RL0935  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RL0935  DYNAMIC HT  -         522.083 (meters)    1712.87  (feet)  COMP
 RL0935  MODELED GRAV-     980,599.7   (mgal)                       NAVD 88
 RL0935
 RL0935  VERT ORDER  -  SECOND    CLASS 0
 RL0935
 RL0935.The horizontal coordinates were scaled from a topographic map and have
 RL0935.an estimated accuracy of +/- 6 seconds.
 RL0935
 RL0935.The orthometric height was determined by differential leveling
 RL0935.and adjusted by the National Geodetic Survey in June 1991..
 RL0935
 RL0935.The geoid height was determined by GEOID03.
 RL0935
 RL0935.The dynamic height is computed by dividing the NAVD 88
 RL0935.geopotential number by the normal gravity value computed on the
 RL0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0935.degrees latitude (g = 980.6199 gals.).
 RL0935
 RL0935.The modeled gravity was interpolated from observed gravity values.
 RL0935
 RL0935;                    North         East    Units  Estimated Accuracy
 RL0935;SPC MI N     -   158,210.    7,831,260.      MT  (+/- 180 meters Scaled)
 RL0935
 RL0935                          SUPERSEDED SURVEY CONTROL
 RL0935
 RL0935  NGVD 29 (??/??/92)  522.100  (m)         1712.92   (f) ADJ UNCH    2 0
 RL0935
 RL0935.Superseded values are not recommended for survey control.
 RL0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0935.See file dsdata.txt to determine how the superseded data were derived.
 RL0935
 RL0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS312170(NAD 83)
 RL0935_MARKER: DB = BENCH MARK DISK
 RL0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0935_STAMPING: C 67 1934
 RL0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0935+STABILITY: SURFACE MOTION
 RL0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0935+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 RL0935
 RL0935  HISTORY     - Date     Condition        Report By
 RL0935  HISTORY     - 1934     MONUMENTED       CGS
 RL0935  HISTORY     - 1948     GOOD             NGS
 RL0935  HISTORY     - 20001115 GOOD             MIDT
 RL0935  HISTORY     - 20050606 GOOD             USPSQD
 RL0935
 RL0935                          STATION DESCRIPTION
 RL0935
 RL0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0935'6.2 MI S FROM WATERSMEET.
 RL0935'ABOUT 6.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM ITS INTERSECTION
 RL0935'WITH U.S. HIGHWAY 2 AT WATERSMEET, ABOUT 2.1 MILES NORTH OF THE
 RL0935'STATE LINE AT LAND O LAKES WISCONSIN, ABOUT 1.15 MILES NORTH
 RL0935'OF THE JUNCTION OF A ROAD EAST TO LAC VIEUX DESERT, AT THE
 RL0935'OUTSIDE OF A LONG CURVE, 93 FEET WEST-NORTHWEST OF THE CENTER
 RL0935'LINE OF THE HIGHWAY, 6 FEET WEST-NORTHWEST OF A LINE OF STEEL
 RL0935'FENCE POSTS, 25 FEET SOUTHEAST OF A MULTIPLE BIRCH TREE, 1.5 FEET
 RL0935'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE
 RL0935'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0935'3 INCHES.
 RL0935
 RL0935                          STATION RECOVERY (2000)
 RL0935
 RL0935'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0935'IT IS ABOUT 585 FT S OF THE NE END OF THE CURVE (MARKED BY CONCRETE
 RL0935'R/W MARKERS RIGHT AND LEFT), ABOUT 300 FT N OF THE MIDPOINT OF THE
 RL0935'CURVE, 93 FT WNW OF THE C/L OF US HWY 45 AND 1 FT WNW OF A WITNESS
 RL0935'POST.  NOTE-THE STEEL FENCE POSTS ARE GONE BUT THE MULTIPLE BIRCH TREE
 RL0935'STILL EXISTS (NOW DEAD).
 RL0935
 RL0935                          STATION RECOVERY (2005)
 RL0935
 RL0935'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0711 ***********************************************************************
 NE0711  DESIGNATION -  C 75
 NE0711  PID         -  NE0711
 NE0711  STATE/COUNTY-  MI/WAYNE
 NE0711  USGS QUAD   -  DENTON (1980)
 NE0711
 NE0711                         *CURRENT SURVEY CONTROL
 NE0711  ___________________________________________________________________
 NE0711* NAD 83(1986)-  42 15 28.     (N)    083 30 20.     (W)     SCALED    
 NE0711* NAVD 88     -       212.836  (meters)     698.28   (feet)  ADJUSTED  
 NE0711  ___________________________________________________________________
 NE0711  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NE0711  DYNAMIC HT  -         212.771 (meters)     698.07  (feet)  COMP
 NE0711  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 NE0711
 NE0711  VERT ORDER  -  SECOND    CLASS 0
 NE0711
 NE0711.The horizontal coordinates were scaled from a topographic map and have
 NE0711.an estimated accuracy of +/- 6 seconds.
 NE0711
 NE0711.The orthometric height was determined by differential leveling
 NE0711.and adjusted by the National Geodetic Survey in June 1991..
 NE0711
 NE0711.The geoid height was determined by GEOID03.
 NE0711
 NE0711.The dynamic height is computed by dividing the NAVD 88
 NE0711.geopotential number by the normal gravity value computed on the
 NE0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0711.degrees latitude (g = 980.6199 gals.).
 NE0711
 NE0711.The modeled gravity was interpolated from observed gravity values.
 NE0711
 NE0711;                    North         East    Units  Estimated Accuracy
 NE0711;SPC MI S     -    84,540.    4,071,050.      MT  (+/- 180 meters Scaled)
 NE0711
 NE0711                          SUPERSEDED SURVEY CONTROL
 NE0711
 NE0711  NGVD 29 (??/??/92)  212.969  (m)          698.72   (f) ADJ UNCH    2 0
 NE0711
 NE0711.Superseded values are not recommended for survey control.
 NE0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0711.See file dsdata.txt to determine how the superseded data were derived.
 NE0711
 NE0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG933814(NAD 83)
 NE0711_MARKER: DB = BENCH MARK DISK
 NE0711_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0711+WITH SETTING: PAVEMENT
 NE0711_SP_SET: SIGNAL BASE
 NE0711_STAMPING: C 75 1960
 NE0711_MARK LOGO: CGS   
 NE0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0711+STABILITY: SURFACE MOTION
 NE0711
 NE0711  HISTORY     - Date     Condition        Report By
 NE0711  HISTORY     - 1960     MONUMENTED       CGS
 NE0711  HISTORY     - 1985     GOOD             NGS
 NE0711
 NE0711                          STATION DESCRIPTION
 NE0711
 NE0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE0711'3.4 MI NW FROM BELLEVILLE.
 NE0711'LOCATED ALONG THE NEW YORK CENTRAL RAILROAD, 6.7 MILES WEST OF
 NE0711'THE STATION AT WAYNE, AT THE INTERSECTION OF BECK ROAD.  16 FEET
 NE0711'EAST OF APPROXIMATE CENTERLINE OF BECK ROAD AND 13.5 FEET SOUTH OF
 NE0711'SOUTH RAIL.  A STANDARD DISK CEMENTED IN THE CENTER OF THE TOP OF
 NE0711'A 4 X 2 FEET CONCRETE BASE OF A CROSSING SIGNAL THAT IS LOCATED
 NE0711'IN THE SOUTHEAST CORNER OF THE INTERSECTION.  STAMPED C 75 1960
 NE0711
 NE0711                          STATION RECOVERY (1985)
 NE0711
 NE0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0172 ***********************************************************************
 QK0172  DESIGNATION -  C 76
 QK0172  PID         -  QK0172
 QK0172  STATE/COUNTY-  MI/EMMET
 QK0172  USGS QUAD   -  
 QK0172
 QK0172                         *CURRENT SURVEY CONTROL
 QK0172  ___________________________________________________________________
 QK0172* NAD 83(1986)-  45 43 26.     (N)    084 45 03.     (W)     SCALED    
 QK0172* NAVD 88     -       210.267  (meters)     689.85   (feet)  ADJUSTED  
 QK0172  ___________________________________________________________________
 QK0172  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0172  DYNAMIC HT  -         210.270 (meters)     689.86  (feet)  COMP
 QK0172  MODELED GRAV-     980,625.7   (mgal)                       NAVD 88
 QK0172
 QK0172  VERT ORDER  -  SECOND    CLASS 0
 QK0172
 QK0172.The horizontal coordinates were scaled from a topographic map and have
 QK0172.an estimated accuracy of +/- 6 seconds.
 QK0172
 QK0172.The orthometric height was determined by differential leveling
 QK0172.and adjusted by the National Geodetic Survey in June 1991..
 QK0172
 QK0172.The geoid height was determined by GEOID03.
 QK0172
 QK0172.The dynamic height is computed by dividing the NAVD 88
 QK0172.geopotential number by the normal gravity value computed on the
 QK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0172.degrees latitude (g = 980.6199 gals.).
 QK0172
 QK0172.The modeled gravity was interpolated from observed gravity values.
 QK0172
 QK0172;                    North         East    Units  Estimated Accuracy
 QK0172;SPC MI C     -   267,570.    5,970,090.      MT  (+/- 180 meters Scaled)
 QK0172
 QK0172                          SUPERSEDED SURVEY CONTROL
 QK0172
 QK0172  NGVD 29 (??/??/92)  210.275  (m)          689.88   (f) ADJ UNCH    2 0
 QK0172
 QK0172.Superseded values are not recommended for survey control.
 QK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0172.See file dsdata.txt to determine how the superseded data were derived.
 QK0172
 QK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR750658(NAD 83)
 QK0172_MARKER: DB = BENCH MARK DISK
 QK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0172_STAMPING: C 76 1934
 QK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0172+STABILITY: SURFACE MOTION
 QK0172
 QK0172  HISTORY     - Date     Condition        Report By
 QK0172  HISTORY     - 1934     MONUMENTED       CGS
 QK0172  HISTORY     - 1979     POOR             USGS
 QK0172
 QK0172                          STATION DESCRIPTION
 QK0172
 QK0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0172'4.4 MI S FROM MACKINAW CITY.
 QK0172'IN EMMET COUNTY, 4.4 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 QK0172'FROM THE STATION AT MACKINAW CITY, CHEBOYGAN COUNTY, 0.3 MILE
 QK0172'NORTH OF MILEPOST 455, 20 YARDS NORTHWEST OF AN ABANDONED ROAD
 QK0172'CROSSING, 7 YARDS NORTH OF THE NORTH EDGE OF A FIRE LANE, 1-1/2
 QK0172'YARDS EAST OF TELEPHONE POLE 9221, 16 YARDS WEST OF THE WEST RAIL,
 QK0172'AND 3-1/2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0172'C 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QK0172'INCHES ABOVE GROUND.
 QK0172
 QK0172                          STATION RECOVERY (1979)
 QK0172
 QK0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QK0172'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0310 ***********************************************************************
 QK0310  DESIGNATION -  C 77
 QK0310  PID         -  QK0310
 QK0310  STATE/COUNTY-  MI/CHARLEVOIX
 QK0310  USGS QUAD   -  
 QK0310
 QK0310                         *CURRENT SURVEY CONTROL
 QK0310  ___________________________________________________________________
 QK0310* NAD 83(1986)-  45 17 48.     (N)    085 15 04.     (W)     SCALED    
 QK0310* NAVD 88     -       190.718  (meters)     625.71   (feet)  ADJUSTED  
 QK0310  ___________________________________________________________________
 QK0310  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 QK0310  DYNAMIC HT  -         190.712 (meters)     625.69  (feet)  COMP
 QK0310  MODELED GRAV-     980,581.1   (mgal)                       NAVD 88
 QK0310
 QK0310  VERT ORDER  -  FIRST     CLASS II
 QK0310
 QK0310.The horizontal coordinates were scaled from a topographic map and have
 QK0310.an estimated accuracy of +/- 6 seconds.
 QK0310
 QK0310.The orthometric height was determined by differential leveling
 QK0310.and adjusted by the National Geodetic Survey in June 1991..
 QK0310
 QK0310.The geoid height was determined by GEOID03.
 QK0310
 QK0310.The dynamic height is computed by dividing the NAVD 88
 QK0310.geopotential number by the normal gravity value computed on the
 QK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0310.degrees latitude (g = 980.6199 gals.).
 QK0310
 QK0310.The modeled gravity was interpolated from observed gravity values.
 QK0310
 QK0310;                    North         East    Units  Estimated Accuracy
 QK0310;SPC MI C     -   220,400.    5,930,630.      MT  (+/- 180 meters Scaled)
 QK0310
 QK0310                          SUPERSEDED SURVEY CONTROL
 QK0310
 QK0310  NGVD 29 (??/??/92)  190.802  (m)          625.99   (f) ADJ UNCH    1 2
 QK0310
 QK0310.Superseded values are not recommended for survey control.
 QK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0310.See file dsdata.txt to determine how the superseded data were derived.
 QK0310
 QK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR371173(NAD 83)
 QK0310_MARKER: DB = BENCH MARK DISK
 QK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0310_STAMPING: C 77 1934
 QK0310_MARK LOGO: CGS   
 QK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0310+STABILITY: SURFACE MOTION
 QK0310
 QK0310  HISTORY     - Date     Condition        Report By
 QK0310  HISTORY     - 1934     MONUMENTED       CGS
 QK0310  HISTORY     - 1984     GOOD             NGS
 QK0310
 QK0310                          STATION DESCRIPTION
 QK0310
 QK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0310'1.5 MI S FROM CHARLEVOIX.
 QK0310'1.5 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0310'STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 29 YARDS NORTH OF
 QK0310'MILEPOST GR 208, AT THE SOUTH END OF A CUT, AT A ROAD CROSSING,
 QK0310'14 YARDS EAST OF THE EAST RAIL, 3-1/2 YARDS NORTH OF THE
 QK0310'CENTERLINE OF THE ROAD, 9 YARDS SOUTHEAST OF A TELEPHONE POLE,
 QK0310'AND LEVEL WITH THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 QK0310'C 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 QK0310'INCHES ABOVE GROUND.
 QK0310
 QK0310                          STATION RECOVERY (1984)
 QK0310
 QK0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0310'RECOVERED IN GOOD CONDITION.  NOTE, STABLE BUT FOUND PROJECTING
 QK0310'EIGHTEEN INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0186 ***********************************************************************
 PL0186  DESIGNATION -  C 78
 PL0186  PID         -  PL0186
 PL0186  STATE/COUNTY-  MI/KALKASKA
 PL0186  USGS QUAD   -  KALKASKA (1985)
 PL0186
 PL0186                         *CURRENT SURVEY CONTROL
 PL0186  ___________________________________________________________________
 PL0186* NAD 83(1994)-  44 44 34.39205(N)    085 10 27.17003(W)     ADJUSTED  
 PL0186* NAVD 88     -       317.439  (meters)    1041.46   (feet)  ADJUSTED  
 PL0186  ___________________________________________________________________
 PL0186  X           -     381,761.061 (meters)                     COMP
 PL0186  Y           -  -4,521,864.335 (meters)                     COMP
 PL0186  Z           -   4,467,298.726 (meters)                     COMP
 PL0186  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 PL0186  ELLIP HEIGHT-         283.57  (meters)          (02/03/97) GPS OBS
 PL0186  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 PL0186  DYNAMIC HT  -         317.413 (meters)    1041.38  (feet)  COMP
 PL0186  MODELED GRAV-     980,526.8   (mgal)                       NAVD 88
 PL0186
 PL0186  HORZ ORDER  -  FIRST
 PL0186  VERT ORDER  -  SECOND    CLASS 0
 PL0186  ELLP ORDER  -  FOURTH    CLASS I
 PL0186
 PL0186.The horizontal coordinates were established by GPS observations
 PL0186.and adjusted by the National Geodetic Survey in February 1997..
 PL0186
 PL0186.The orthometric height was determined by differential leveling
 PL0186.and adjusted by the National Geodetic Survey in June 1991..
 PL0186
 PL0186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0186
 PL0186.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0186
 PL0186.The ellipsoidal height was determined by GPS observations
 PL0186.and is referenced to NAD 83.
 PL0186
 PL0186.The geoid height was determined by GEOID03.
 PL0186
 PL0186.The dynamic height is computed by dividing the NAVD 88
 PL0186.geopotential number by the normal gravity value computed on the
 PL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0186.degrees latitude (g = 980.6199 gals.).
 PL0186
 PL0186.The modeled gravity was interpolated from observed gravity values.
 PL0186
 PL0186;                    North         East     Units Scale Factor Converg.
 PL0186;SPC MI C     -   158,799.847 5,936,049.584   MT  0.99991880   -0 34 13.6
 PL0186;SPC MI C     -   520,996.87 19,475,228.29   iFT  0.99991880   -0 34 13.6
 PL0186;UTM  16      - 4,956,010.428   644,542.248   MT  0.99985692   +1 17 07.6
 PL0186
 PL0186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0186!SPC MI C     -   0.99995554  x   0.99991880  =   0.99987434
 PL0186!UTM  16      -   0.99995554  x   0.99985692  =   0.99981247
 PL0186
 PL0186                          SUPERSEDED SURVEY CONTROL
 PL0186
 PL0186  NAD 83(1986)-  44 44 34.38878(N)    085 10 27.16867(W) AD(       ) 1
 PL0186  NGVD 29 (??/??/92)  317.534  (m)         1041.78   (f) ADJ UNCH    2 0
 PL0186
 PL0186.Superseded values are not recommended for survey control.
 PL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0186.See file dsdata.txt to determine how the superseded data were derived.
 PL0186
 PL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4454256010(NAD 83)
 PL0186_MARKER: DB = BENCH MARK DISK
 PL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0186_SP_SET: CONCRETE POST
 PL0186_STAMPING: C 78 1934
 PL0186_MARK LOGO: CGS   
 PL0186_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0186+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2002
 PL0186
 PL0186  HISTORY     - Date     Condition        Report By
 PL0186  HISTORY     - 1934     MONUMENTED       CGS
 PL0186  HISTORY     - 1951     GOOD             NGS
 PL0186  HISTORY     - 1982     GOOD             SHELL
 PL0186  HISTORY     - 1989     GOOD             USPSQD
 PL0186  HISTORY     - 19920908 GOOD             USPSQD
 PL0186  HISTORY     - 19920909 GOOD             MIDT
 PL0186  HISTORY     - 19970924 GOOD             USPSQD
 PL0186  HISTORY     - 20010806 GOOD             NGS
 PL0186  HISTORY     - 20020622 GOOD             GEOCAC
 PL0186
 PL0186                          STATION DESCRIPTION
 PL0186
 PL0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0186'AT KALKASKA.
 PL0186'AT THE NORTH EDGE OF KALKASKA, KALKASKA COUNTY, ON U.S. HIGHWAY
 PL0186'131 (STATE HIGHWAY 66), 19 YARDS NORTHEAST OF THE CENTER OF THE
 PL0186'JUNCTION OF STATE HIGHWAY 72, 20 YARDS EAST OF THE VILLAGE-LIMIT
 PL0186'SIGN, 14 YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY 131, 14
 PL0186'YARDS NORTH OF THE CENTERLINE OF STATE HIGHWAY 72, 8 YARDS EAST
 PL0186'OF A HIGHWAY DIRECTION SIGN, AND 1 YARD NORTH OF A
 PL0186'POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED C 78
 PL0186'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PL0186'ABOVE GROUND.
 PL0186
 PL0186                          STATION RECOVERY (1951)
 PL0186
 PL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1982)
 PL0186
 PL0186'RECOVERY NOTE BY SHELL OIL COMPANY 1982
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1989)
 PL0186
 PL0186'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1992)
 PL0186
 PL0186'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (1992)
 PL0186
 PL0186'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0186'STATION IS LOCATED IN QUAD 440851, ON THE KALKASKA QUADRANGLE MAP. IT
 PL0186'IS IN THE SOUTHWEST 1/4 SECTION 9, T-27-N, R-7-W, KALKASKA TOWNSHIP.
 PL0186'STATION IS AT THE NORTHEAST CORNER OF KALKASKA CITY LIMITS, ON THE
 PL0186'UNITED STATES HIGHWAY 131 RIGHT-OF-WAY, AT A ROAD INTERSECTION AND
 PL0186'JUNCTION FOR STATE HIGHWAYS M-72 WEST AND M-66 NORTH, ABOUT 0.5 MI
 PL0186'(0.8 KM) NORTH OF THE CENTER OF CITY OF KALKASKA.
 PL0186'STATION IS LOCATED IN KALKASKA, 57 FT (17.4 M) NORTHEAST FROM THE
 PL0186'CENTER OF THE JUNCTION OF STATE HIGHWAYS M-72 WEST, M-66 NORTH, AND
 PL0186'US-131, 42 FT (12.8 M) EAST FROM THE CENTER OF HIGHWAY M-66 NORTH AND
 PL0186'US-131, 42 FT (12.8 M) NORTH FROM THE EXTENDED CENTERLINE OF STATE
 PL0186'HIGHWAY M-72 WEST, 3 FT (0.9 M) NORTH FROM A POWER POLE. STATION
 PL0186'PROJECTS 0.5 FT (15.2 CM) ABOVE RESTAURANT LAWN. THERE IS NO WITNESS
 PL0186'POST MARKING LOCATION OF STATION.
 PL0186
 PL0186                          STATION RECOVERY (1997)
 PL0186
 PL0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0186'RECOVERED IN GOOD CONDITION.
 PL0186
 PL0186                          STATION RECOVERY (2001)
 PL0186
 PL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0186'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0186
 PL0186                          STATION RECOVERY (2002)
 PL0186
 PL0186'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 PL0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0156 ***********************************************************************
 QK0156  CBN         -  This is a Cooperative Base Network Control Station.
 QK0156  DESIGNATION -  C 79
 QK0156  PID         -  QK0156
 QK0156  STATE/COUNTY-  MI/OTSEGO
 QK0156  USGS QUAD   -  GAYLORD (1986)
 QK0156
 QK0156                         *CURRENT SURVEY CONTROL
 QK0156  ___________________________________________________________________
 QK0156* NAD 83(1994)-  45 02 15.86813(N)    084 44 02.36216(W)     ADJUSTED  
 QK0156* NAVD 88     -       406.728  (meters)    1334.41   (feet)  ADJUSTED  
 QK0156  ___________________________________________________________________
 QK0156  X           -     414,375.772 (meters)                     COMP
 QK0156  Y           -  -4,495,830.994 (meters)                     COMP
 QK0156  Z           -   4,490,576.336 (meters)                     COMP
 QK0156  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 QK0156  ELLIP HEIGHT-         371.86  (meters)          (06/11/02) GPS OBS
 QK0156  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 QK0156  DYNAMIC HT  -         406.684 (meters)    1334.26  (feet)  COMP
 QK0156  MODELED GRAV-     980,496.5   (mgal)                       NAVD 88
 QK0156  OBS GRAVITY -     980,500.0   (mgal)                       GRAV_OBS
 QK0156
 QK0156  HORZ ORDER  -  B
 QK0156  VERT ORDER  -  SECOND    CLASS 0
 QK0156  ELLP ORDER  -  FOURTH    CLASS I
 QK0156
 QK0156.The horizontal coordinates were established by GPS observations
 QK0156.and adjusted by the National Geodetic Survey in September 1995..
 QK0156
 QK0156.The orthometric height was determined by differential leveling
 QK0156.and adjusted by the National Geodetic Survey in June 1991..
 QK0156
 QK0156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0156
 QK0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0156
 QK0156.The ellipsoidal height was determined by GPS observations
 QK0156.and is referenced to NAD 83.
 QK0156
 QK0156.The geoid height was determined by GEOID03.
 QK0156
 QK0156.The dynamic height is computed by dividing the NAVD 88
 QK0156.geopotential number by the normal gravity value computed on the
 QK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0156.degrees latitude (g = 980.6199 gals.).
 QK0156
 QK0156.The modeled gravity was interpolated from observed gravity values.
 QK0156.The observed gravity was obtained from relative gravimeter ties
 QK0156.to the IGSN71 gravity network.
 QK0156
 QK0156;                    North         East     Units Scale Factor Converg.
 QK0156;SPC MI C     -   191,311.280 5,971,059.364   MT  0.99991406   -0 15 34.1
 QK0156;SPC MI C     -   627,661.68 19,590,089.78   iFT  0.99991406   -0 15 34.1
 QK0156;UTM  16      - 4,989,640.912   678,479.009   MT  0.99999170   +1 36 13.6
 QK0156
 QK0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0156!SPC MI C     -   0.99994170  x   0.99991406  =   0.99985577
 QK0156!UTM  16      -   0.99994170  x   0.99999170  =   0.99993340
 QK0156
 QK0156                          SUPERSEDED SURVEY CONTROL
 QK0156
 QK0156  ELLIP H (09/20/95)  371.91   (m)                       GP(       ) 1 2
 QK0156  NAD 83(1986)-  45 02 15.86179(N)    084 44 02.36799(W) AD(       ) 1
 QK0156  NAD 83(1986)-  45 02 15.85337(N)    084 44 02.35745(W) AD(       ) 3
 QK0156  NAVD 88 (09/30/91)  406.73   (m)         1334.4    (f) LEVELING    3  
 QK0156  NGVD 29 (??/??/92)  406.816  (m)         1334.70   (f) ADJ UNCH    2 0
 QK0156
 QK0156.Superseded values are not recommended for survey control.
 QK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0156.See file dsdata.txt to determine how the superseded data were derived.
 QK0156
 QK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7847989641(NAD 83)
 QK0156_MARKER: DB = BENCH MARK DISK
 QK0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0156_SP_SET: CONCRETE POST
 QK0156_STAMPING: C 79 1934
 QK0156_MARK LOGO: CGS   
 QK0156_PROJECTION: PROJECTING 15 CENTIMETERS
 QK0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0156+STABILITY: SURFACE MOTION
 QK0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0156+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 QK0156
 QK0156  HISTORY     - Date     Condition        Report By
 QK0156  HISTORY     - 1934     MONUMENTED       CGS
 QK0156  HISTORY     - 1953     GOOD             NGS
 QK0156  HISTORY     - 19890403 GOOD             NGS
 QK0156  HISTORY     - 19910708 GOOD             NGS
 QK0156  HISTORY     - 19910806 GOOD             NGS
 QK0156  HISTORY     - 19940520 GOOD             NGS
 QK0156  HISTORY     - 19960812 GOOD             USPSQD
 QK0156  HISTORY     - 20010426 GOOD             MIDNR
 QK0156
 QK0156                          STATION DESCRIPTION
 QK0156
 QK0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QK0156'2.9 MI W FROM GAYLORD.
 QK0156'2.9 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0156'STATION AT GAYLORD, OTSEGO COUNTY, 60 YARDS EAST OF THE REAR OF
 QK0156'THE C.J. FRANK TWO-STORY RESIDENCE IN 1934, 30 YARDS NORTH
 QK0156'OF AN UNPAINTED BARN, ON THE RIGHT-OF-WAY OF THE RURAL ELECTRIC
 QK0156'CO. POWER LINE, 21 YARDS SOUTH OF A POWER-LINE POLE, AT A
 QK0156'DIRT-ROAD CROSSING, 16 YARDS SOUTH OF THE CENTERLINE OF THE OLD
 QK0156'RAILROAD ROADBED, 13 YARDS EAST OF THE CENTERLINE OF THE ROAD,
 QK0156'AND 3 YARDS WEST OF THE CENTERLINE OF A SMALL FARM ROAD.  A
 QK0156'STANDARD DISK, STAMPED C 79 1934 AND SET IN THE TOP OF A CONCRETE
 QK0156'POST PROJECTING 6 INCHES ABOVE GROUND.
 QK0156
 QK0156                          STATION RECOVERY (1989)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0156'THE STATION IS LOCATED ABOUT 13.0 KM (8.10 MI) SOUTHWEST OF
 QK0156'VANDERBILT, 9.9 KM (6.15 MI) SOUTHEAST OF ELMIRA AND 4.7 KM (2.90 MI)
 QK0156'NORTHWEST OF GAYLORD.  OWNERSHIP--STATE OF MICHIGAN.
 QK0156'TO REACH THE STATION FROM THE JUNCTION 0F INTERSTATE HIGHWAY 75 AND
 QK0156'STATE HIGHWAY 32 (EXIT 282) AT THE WEST EDGE OF GAYLORD, GO WEST ON
 QK0156'HIGHWAY 32 FOR 3.75 KM (2.35 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 QK0156'RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 1.22 KM (0.75 MI) TO THE
 QK0156'CROSSING OF A SNOWMOBILE TRAIL (OLD RAILROAD GRADE).  TURN RIGHT AND
 QK0156'GO SOUTHEAST ON THE SNOWMOBILE TRAIL FOR 0.11 KM (0.05 MI) TO THE
 QK0156'STATION ON THE RIGHT.
 QK0156'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 QK0156'MONUMENT THAT PROJECTS 15 CM ABOVE THE GROUND.  LOCATED 19.1 M
 QK0156'(62.7 FT) SOUTHWEST OF A UTILITY POLE, 16.0 M (52.5 FT) SOUTHWEST OF
 QK0156'THE CENTER OF THE SNOWMOBILE TRAIL AND 0.25 M (0.8 FT) NORTHWEST OF A
 QK0156'METAL WITNESS POST.
 QK0156'NOTE-IN WET WEATHER 4/W DRIVE WILL BE NEEDED TO DRIVE TO THE STATION.
 QK0156'DESCRIBED BY E.J. HANSMANN.
 QK0156
 QK0156                          STATION RECOVERY (1991)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0156'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHWEST OF VANDERBILT,
 QK0156'9.9 KM (6.2 MI) SOUTHEAST OF ELMIRA AND 4.7 KM (2.9 MI) NORTHWEST OF
 QK0156'GAYLORD.  OWNERSHIP--STATE OF MICHIGAN.
 QK0156'TO REACH THE STATION FROM THE JUNCTION 0F INTERSTATE HIGHWAY 75 AND
 QK0156'STATE HIGHWAY 32 (EXIT 282) AT THE WEST EDGE OF GAYLORD, GO WEST ON
 QK0156'HIGHWAY 32 FOR 3.75 KM (2.33 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 QK0156'RIGHT AND GO NORTH ON TOWN LINE ROAD FOR 1.22 KM (0.76 MI) TO THE
 QK0156'CROSSING OF A SNOWMOBILE TRAIL (OLD RAILROAD GRADE).  TURN RIGHT AND
 QK0156'GO SOUTHEAST ON THE SNOWMOBILE TRAIL FOR 0.11 KM (0.07 MI) TO THE
 QK0156'STATION ON THE RIGHT.
 QK0156'STATION IS LOCATED 19.1 M (62.7 FT) SOUTH-SOUTHWEST OF UTILITY POLE
 QK0156'NUMBER 275, 16.0 M (52.5 FT) SOUTHWEST OF THE CENTER OF THE
 QK0156'SNOWMOBILE TRAIL AND 0.25 M (0.82 FT) NORTHWEST OF A METAL WITNESS
 QK0156'POST.
 QK0156
 QK0156                          STATION RECOVERY (1991)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0156'STATION IS LOCATED IN QUAD. 450843, ABOUT 8 MILES (12.9 KM) SOUTHWEST
 QK0156'FROM VANDERBILT, 6 MILES (9.7 KM) SOUTHEAST FROM ELMIRA AND 3 MILES
 QK0156'(4.8 KM) NORTHWEST FROM GAYLORD.  IT IS IN THE NORTHWEST 1/4 OF
 QK0156'SECTION 31, T-31-N, R-3-W, LIVINGSTON TOWNSHIP, ON THE GAYLORD
 QK0156'QUADRANGLE MAP AND ON PROPERTY OF THE STATE OF MICHIGAN.
 QK0156'$
 QK0156'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE ROUTE
 QK0156'M-32 AT THE WEST SIDE OF GAYLORD, GO WEST ON M-32 FOR 2.3 MI
 QK0156'(3.7 KM)  TO A SIDEROAD RIGHT, TOWNLINE ROAD.  TURN RIGHT AND GO
 QK0156'NORTH ON TOWNLINE ROAD FOR 0.75 MI (1.21 KM)  TO AND OLD ABANDONED
 QK0156'RAILROAD CROSSING, WHICH IS NOW A SNOWMOBILE TRAIL.  HERE BEAR SHARP
 QK0156'RIGHT AND GO EASTERLY ON SNOWMOBILE TRAIL FOR 0.07 MI (0.11 KM)  TO
 QK0156'STATION ON RIGHT AS DESCRIBED.
 QK0156'$
 QK0156'STATION IS 62.5 FT (19.1 MT) SOUTHWEST FROM A UTILITY POLE, 52.5 FT
 QK0156'(16.0 MT) SOUTHWEST FROM THE CENTER OF THE SNOWMOBILE TRAIL AND 0.82
 QK0156'FT (0.25 MT) NORTHWEST FROM A METAL WITNESS POST.
 QK0156
 QK0156                          STATION RECOVERY (1994)
 QK0156
 QK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0156'THE STATION IS LOCATED IN QUAD 450843, ABOUT 13 KM (8.05 MI) SOUTHWEST
 QK0156'OF VANDERBILT, 10 KM (6.20 MI) SOUTHEAST OF ELMIRA, 5 KM (3.10 MI)
 QK0156'NORTHWEST OF GAYLORD, IN THE NORTHWEST 1/4 OF SECTION 31, T 31 N, R 3
 QK0156'W, LIVINGSTON TOWNSHIP.  OWNERSHIP--STATE OF MICHIGAN.  TO REACH THE
 QK0156'STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY
 QK0156'32 (EXIT 282) AT THE WEST EDGE OF GAYLORD, GO WEST ON HIGHWAY 32 FOR
 QK0156'3.75 KM (2.35 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 QK0156'NORTH ON TOWN LINE ROAD FOR 1.22 KM (0.75 MI) TO THE CROSSING OF A
 QK0156'SNOWMOBILE TRAIL (OLD RAILROAD GRADE) .  TURN RIGHT AND GO SOUTHEAST
 QK0156'ON THE SNOWMOBILE TRAIL FOR 0.11 KM (0.05 MI) TO THE STATION ON THE
 QK0156'RIGHT.  STATION PROJECTS 0.14 M (0.46 FT) ABOVE GROUND.  IT IS 19.1 M
 QK0156'(62.7 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 275, 16.0 M (52.5 FT)
 QK0156'SOUTHWEST OF THE CENTER OF THE SNOWMOBILE TRAIL, 5.5 M (18.0 FT) SOUTH
 QK0156'FROM A 24-INCH PINE TREE, 1.7 M (5.6 FT) SOUTHWEST FROM FIBERGLASS
 QK0156'WITNESS POST, AND 0.25 M (0.82 FT) NORTHWEST OF A METAL WITNESS POST.
 QK0156
 QK0156                          STATION RECOVERY (1996)
 QK0156
 QK0156'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0156'RECOVERED IN GOOD CONDITION.
 QK0156
 QK0156                          STATION RECOVERY (2001)
 QK0156
 QK0156'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (CK)
 QK0156'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 QK0156'NATURAL RESOURCES, (CK, JR) IN GOOD CONDITION.  STATION IS GOOD FOR
 QK0156'USE WITH G.P.S.  NOTE----THERE IS A SCOTCH PINE NORTH OF STATION
 QK0156'ABOUT 20 TO 25 FEET TO BASE OF TRUNK AND 6 TO 8 FEET TO BOUGHS
 QK0156'ABOUT 30 FEET HIGH.
 QK0156' 
 QK0156'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0156' 
 QK0156' 
 QK0156'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0028 ***********************************************************************
 QJ0028  DESIGNATION -  C 80
 QJ0028  PID         -  QJ0028
 QJ0028  STATE/COUNTY-  MI/ALPENA
 QJ0028  USGS QUAD   -  JEWETT CREEK (1986)
 QJ0028
 QJ0028                         *CURRENT SURVEY CONTROL
 QJ0028  ___________________________________________________________________
 QJ0028* NAD 83(1986)-  45 03 35.     (N)    083 50 28.     (W)     SCALED    
 QJ0028* NAVD 88     -       237.341  (meters)     778.68   (feet)  ADJUSTED  
 QJ0028  ___________________________________________________________________
 QJ0028  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 QJ0028  DYNAMIC HT  -         237.321 (meters)     778.61  (feet)  COMP
 QJ0028  MODELED GRAV-     980,525.7   (mgal)                       NAVD 88
 QJ0028
 QJ0028  VERT ORDER  -  SECOND    CLASS 0
 QJ0028
 QJ0028.The horizontal coordinates were scaled from a topographic map and have
 QJ0028.an estimated accuracy of +/- 6 seconds.
 QJ0028
 QJ0028.The orthometric height was determined by differential leveling
 QJ0028.and adjusted by the National Geodetic Survey in June 1991..
 QJ0028
 QJ0028.The geoid height was determined by GEOID03.
 QJ0028
 QJ0028.The dynamic height is computed by dividing the NAVD 88
 QJ0028.geopotential number by the normal gravity value computed on the
 QJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0028.degrees latitude (g = 980.6199 gals.).
 QJ0028
 QJ0028.The modeled gravity was interpolated from observed gravity values.
 QJ0028
 QJ0028;                    North         East    Units  Estimated Accuracy
 QJ0028;SPC MI C     -   193,820.    6,041,390.      MT  (+/- 180 meters Scaled)
 QJ0028
 QJ0028                          SUPERSEDED SURVEY CONTROL
 QJ0028
 QJ0028  NGVD 29 (??/??/92)  237.483  (m)          779.14   (f) ADJ UNCH    2 0
 QJ0028
 QJ0028.Superseded values are not recommended for survey control.
 QJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0028.See file dsdata.txt to determine how the superseded data were derived.
 QJ0028
 QJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK763935(NAD 83)
 QJ0028_MARKER: DB = BENCH MARK DISK
 QJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0028_STAMPING: C 80 1934
 QJ0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0028+STABILITY: SURFACE MOTION
 QJ0028
 QJ0028  HISTORY     - Date     Condition        Report By
 QJ0028  HISTORY     - 1934     MONUMENTED       CGS
 QJ0028  HISTORY     - 1953     GOOD             NGS
 QJ0028  HISTORY     - 1984     MARK NOT FOUND   USGS
 QJ0028  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0028
 QJ0028                          STATION DESCRIPTION
 QJ0028
 QJ0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QJ0028'2.8 MI E FROM HILLMAN.
 QJ0028'IN ALPENA COUNTY, 2.8 MILES EAST ALONG STATE HIGHWAY 32 FROM
 QJ0028'HILLMAN, MONTMORENCY COUNTY, 200 YARDS NORTHEAST OF THE NORTHEAST
 QJ0028'CORNER OF THE J.W. DICK FARMHOUSE IN 1934, 64 FEET NORTH OF
 QJ0028'THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH OF A BARBED-WIRE
 QJ0028'FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 QJ0028'STAMPED C 80 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QJ0028
 QJ0028                          STATION RECOVERY (1984)
 QJ0028
 QJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 QJ0028'MARK NOT FOUND.
 QJ0028
 QJ0028                          STATION RECOVERY (1999)
 QJ0028
 QJ0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0034 ***********************************************************************
 PL0034  DESIGNATION -  C 81
 PL0034  PID         -  PL0034
 PL0034  STATE/COUNTY-  MI/OSCODA
 PL0034  USGS QUAD   -  ISLAND LAKE (1972)
 PL0034
 PL0034                         *CURRENT SURVEY CONTROL
 PL0034  ___________________________________________________________________
 PL0034* NAD 83(1986)-  44 37 12.     (N)    084 07 47.     (W)     SCALED    
 PL0034* NAVD 88     -       368.272  (meters)    1208.24   (feet)  ADJUSTED  
 PL0034  ___________________________________________________________________
 PL0034  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 PL0034  DYNAMIC HT  -         368.225 (meters)    1208.08  (feet)  COMP
 PL0034  MODELED GRAV-     980,478.9   (mgal)                       NAVD 88
 PL0034
 PL0034  VERT ORDER  -  SECOND    CLASS 0
 PL0034
 PL0034.The horizontal coordinates were scaled from a topographic map and have
 PL0034.an estimated accuracy of +/- 6 seconds.
 PL0034
 PL0034.The orthometric height was determined by differential leveling
 PL0034.and adjusted by the National Geodetic Survey in June 1991..
 PL0034
 PL0034.The geoid height was determined by GEOID03.
 PL0034
 PL0034.The dynamic height is computed by dividing the NAVD 88
 PL0034.geopotential number by the normal gravity value computed on the
 PL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0034.degrees latitude (g = 980.6199 gals.).
 PL0034
 PL0034.The modeled gravity was interpolated from observed gravity values.
 PL0034
 PL0034;                    North         East    Units  Estimated Accuracy
 PL0034;SPC MI C     -   144,850.    6,018,800.      MT  (+/- 180 meters Scaled)
 PL0034
 PL0034                          SUPERSEDED SURVEY CONTROL
 PL0034
 PL0034  NGVD 29 (??/??/92)  368.407  (m)         1208.68   (f) ADJ UNCH    2 0
 PL0034
 PL0034.Superseded values are not recommended for survey control.
 PL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0034.See file dsdata.txt to determine how the superseded data were derived.
 PL0034
 PL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ277447(NAD 83)
 PL0034_MARKER: DB = BENCH MARK DISK
 PL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0034_STAMPING: C 81 1934
 PL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0034+STABILITY: SURFACE MOTION
 PL0034
 PL0034  HISTORY     - Date     Condition        Report By
 PL0034  HISTORY     - 1934     MONUMENTED       CGS
 PL0034  HISTORY     - 1943     GOOD             NGS
 PL0034  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0034
 PL0034                          STATION DESCRIPTION
 PL0034
 PL0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PL0034'2 MI S FROM MIO.
 PL0034'2.0 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0034'MIO, OSCODA COUNTY, AT THE SUMMIT OF A HILL, 74 FEET WEST OF THE
 PL0034'CENTERLINE OF THE HIGHWAY, 1.5 FEET EAST OF A WIRE FENCE, AND
 PL0034'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 81 1934
 PL0034'AND SET IN THE TOP OF A CONCRETE POST.
 PL0034
 PL0034                          STATION RECOVERY (2001)
 PL0034
 PL0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0086 ***********************************************************************
 PK0086  DESIGNATION -  C 82
 PK0086  PID         -  PK0086
 PK0086  STATE/COUNTY-  MI/IOSCO
 PK0086  USGS QUAD   -  HALE SE (1968)
 PK0086
 PK0086                         *CURRENT SURVEY CONTROL
 PK0086  ___________________________________________________________________
 PK0086* NAD 83(1986)-  44 16 02.     (N)    083 48 11.     (W)     SCALED    
 PK0086* NAVD 88     -       236.046  (meters)     774.43   (feet)  ADJUSTED  
 PK0086  ___________________________________________________________________
 PK0086  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0086  DYNAMIC HT  -         236.011 (meters)     774.31  (feet)  COMP
 PK0086  MODELED GRAV-     980,467.2   (mgal)                       NAVD 88
 PK0086
 PK0086  VERT ORDER  -  SECOND    CLASS 0
 PK0086
 PK0086.The horizontal coordinates were scaled from a topographic map and have
 PK0086.an estimated accuracy of +/- 6 seconds.
 PK0086
 PK0086.The orthometric height was determined by differential leveling
 PK0086.and adjusted by the National Geodetic Survey in June 1991..
 PK0086
 PK0086.The geoid height was determined by GEOID03.
 PK0086
 PK0086.The dynamic height is computed by dividing the NAVD 88
 PK0086.geopotential number by the normal gravity value computed on the
 PK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0086.degrees latitude (g = 980.6199 gals.).
 PK0086
 PK0086.The modeled gravity was interpolated from observed gravity values.
 PK0086
 PK0086;                    North         East    Units  Estimated Accuracy
 PK0086;SPC MI C     -   105,780.    6,045,000.      MT  (+/- 180 meters Scaled)
 PK0086
 PK0086                          SUPERSEDED SURVEY CONTROL
 PK0086
 PK0086  NGVD 29 (??/??/92)  236.221  (m)          775.00   (f) ADJ UNCH    2 0
 PK0086
 PK0086.Superseded values are not recommended for survey control.
 PK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0086.See file dsdata.txt to determine how the superseded data were derived.
 PK0086
 PK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK762053(NAD 83)
 PK0086_MARKER: DB = BENCH MARK DISK
 PK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0086_STAMPING: C 82 1934
 PK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0086+STABILITY: SURFACE MOTION
 PK0086
 PK0086  HISTORY     - Date     Condition        Report By
 PK0086  HISTORY     - 1934     MONUMENTED       CGS
 PK0086  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0086
 PK0086                          STATION DESCRIPTION
 PK0086
 PK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0086'2.4 MI N FROM WHITTEMORE.
 PK0086'2.4 MILES NORTH ALONG STATE HIGHWAY 65 FROM THE POST OFFICE AT
 PK0086'WHITTEMORE, IOSCO COUNTY, 0.5 MILE SOUTH OF THE INTERSECTION
 PK0086'WITH STATE HIGHWAY 55, 0.4 MILE NORTH OF THE STEEL BRIDGE OVER
 PK0086'AU GRES RIVER, 104 FEET NORTH OF THE DRIVEWAY OF ARTHUR COUSINO,
 PK0086'30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET WEST OF
 PK0086'A BARBED WIRE FENCE, AND LEVEL WITH THE ROADWAY.  A STANDARD
 PK0086'DISK, STAMPED C 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0086
 PK0086                          STATION RECOVERY (1965)
 PK0086
 PK0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0040 ***********************************************************************
 PL0040  DESIGNATION -  C 83
 PL0040  PID         -  PL0040
 PL0040  STATE/COUNTY-  MI/OSCODA
 PL0040  USGS QUAD   -  FAIRVIEW (1972)
 PL0040
 PL0040                         *CURRENT SURVEY CONTROL
 PL0040  ___________________________________________________________________
 PL0040* NAD 83(1986)-  44 43 27.     (N)    084 00 08.     (W)     SCALED    
 PL0040* NAVD 88     -       368.759  (meters)    1209.84   (feet)  ADJUSTED  
 PL0040  ___________________________________________________________________
 PL0040  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 PL0040  DYNAMIC HT  -         368.716 (meters)    1209.70  (feet)  COMP
 PL0040  MODELED GRAV-     980,487.8   (mgal)                       NAVD 88
 PL0040
 PL0040  VERT ORDER  -  SECOND    CLASS 0
 PL0040
 PL0040.The horizontal coordinates were scaled from a topographic map and have
 PL0040.an estimated accuracy of +/- 6 seconds.
 PL0040
 PL0040.The orthometric height was determined by differential leveling
 PL0040.and adjusted by the National Geodetic Survey in June 1991..
 PL0040
 PL0040.The geoid height was determined by GEOID03.
 PL0040
 PL0040.The dynamic height is computed by dividing the NAVD 88
 PL0040.geopotential number by the normal gravity value computed on the
 PL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0040.degrees latitude (g = 980.6199 gals.).
 PL0040
 PL0040.The modeled gravity was interpolated from observed gravity values.
 PL0040
 PL0040;                    North         East    Units  Estimated Accuracy
 PL0040;SPC MI C     -   156,470.    6,028,870.      MT  (+/- 180 meters Scaled)
 PL0040
 PL0040                          SUPERSEDED SURVEY CONTROL
 PL0040
 PL0040  NGVD 29 (??/??/92)  368.901  (m)         1210.30   (f) ADJ UNCH    2 0
 PL0040
 PL0040.Superseded values are not recommended for survey control.
 PL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0040.See file dsdata.txt to determine how the superseded data were derived.
 PL0040
 PL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ374566(NAD 83)
 PL0040_MARKER: DB = BENCH MARK DISK
 PL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0040_STAMPING: C 83 1934
 PL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0040+STABILITY: SURFACE MOTION
 PL0040
 PL0040  HISTORY     - Date     Condition        Report By
 PL0040  HISTORY     - 1934     MONUMENTED       CGS
 PL0040  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0040
 PL0040                          STATION DESCRIPTION
 PL0040
 PL0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0040'2.3 MI E FROM FAIRVIEW.
 PL0040'2.3 MILES EAST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PL0040'FAIRVIEW, OSCODA COUNTY, 230 YARDS SOUTHEAST OF A HOUSE WITH A
 PL0040'CONCRETE BLOCK FOUNDATION, 57 FEET NORTH OF A FIVE-PRONGED MAPLE
 PL0040'TREE, 35 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 1.5 FEET
 PL0040'EAST OF A WIRE FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A
 PL0040'STANDARD DISK, STAMPED C 83 1934 AND SET IN THE TOP OF A
 PL0040'CONCRETE POST.
 PL0040
 PL0040                          STATION RECOVERY (2001)
 PL0040
 PL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0040'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0034 ***********************************************************************
 OK0034  DESIGNATION -  C 84
 OK0034  PID         -  OK0034
 OK0034  STATE/COUNTY-  MI/GLADWIN
 OK0034  USGS QUAD   -  BENTLEY (1969)
 OK0034
 OK0034                         *CURRENT SURVEY CONTROL
 OK0034  ___________________________________________________________________
 OK0034* NAD 83(1986)-  43 54 08.     (N)    084 10 33.     (W)     SCALED    
 OK0034* NAVD 88     -       223.321  (meters)     732.68   (feet)  ADJUSTED  
 OK0034  ___________________________________________________________________
 OK0034  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OK0034  DYNAMIC HT  -         223.281 (meters)     732.55  (feet)  COMP
 OK0034  MODELED GRAV-     980,436.6   (mgal)                       NAVD 88
 OK0034
 OK0034  VERT ORDER  -  SECOND    CLASS 0
 OK0034
 OK0034.The horizontal coordinates were scaled from a topographic map and have
 OK0034.an estimated accuracy of +/- 6 seconds.
 OK0034
 OK0034.The orthometric height was determined by differential leveling
 OK0034.and adjusted by the National Geodetic Survey in June 1991..
 OK0034
 OK0034.The geoid height was determined by GEOID03.
 OK0034
 OK0034.The dynamic height is computed by dividing the NAVD 88
 OK0034.geopotential number by the normal gravity value computed on the
 OK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0034.degrees latitude (g = 980.6199 gals.).
 OK0034
 OK0034.The modeled gravity was interpolated from observed gravity values.
 OK0034
 OK0034;                    North         East    Units  Estimated Accuracy
 OK0034;SPC MI C     -    65,090.    6,015,330.      MT  (+/- 180 meters Scaled)
 OK0034
 OK0034                          SUPERSEDED SURVEY CONTROL
 OK0034
 OK0034  NGVD 29 (??/??/92)  223.491  (m)          733.24   (f) ADJ UNCH    2 0
 OK0034
 OK0034.Superseded values are not recommended for survey control.
 OK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0034.See file dsdata.txt to determine how the superseded data were derived.
 OK0034
 OK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP268648(NAD 83)
 OK0034_MARKER: DB = BENCH MARK DISK
 OK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0034_STAMPING: C 84 1934
 OK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0034+STABILITY: SURFACE MOTION
 OK0034
 OK0034  HISTORY     - Date     Condition        Report By
 OK0034  HISTORY     - 1934     MONUMENTED       CGS
 OK0034  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0034
 OK0034                          STATION DESCRIPTION
 OK0034
 OK0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0034'AT RHODES.
 OK0034'AT RHODES, GLADWIN COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OK0034'AT A DIRT-ROAD CROSSING, 46 FEET EAST OF THE CENTERLINE OF THE
 OK0034'ROAD, 28 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTHEAST OF A
 OK0034'CORNER FENCE POST, AND LEVEL WITH THE TOP OF THE RAIL.  A
 OK0034'STANDARD DISK, STAMPED C 84 1934 AND SET IN THE TOP OF A
 OK0034'CONCRETE POST.
 OK0034
 OK0034                          STATION RECOVERY (1998)
 OK0034
 OK0034'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0176 ***********************************************************************
 OK0176  DESIGNATION -  C 85
 OK0176  PID         -  OK0176
 OK0176  STATE/COUNTY-  MI/MONTCALM
 OK0176  USGS QUAD   -  VESTABURG (1979)
 OK0176
 OK0176                         *CURRENT SURVEY CONTROL
 OK0176  ___________________________________________________________________
 OK0176* NAD 83(1986)-  43 24 00.     (N)    084 54 43.     (W)     SCALED    
 OK0176* NAVD 88     -       276.051  (meters)     905.68   (feet)  ADJUSTED  
 OK0176  ___________________________________________________________________
 OK0176  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 OK0176  DYNAMIC HT  -         275.999 (meters)     905.51  (feet)  COMP
 OK0176  MODELED GRAV-     980,425.2   (mgal)                       NAVD 88
 OK0176
 OK0176  VERT ORDER  -  SECOND    CLASS 0
 OK0176
 OK0176.The horizontal coordinates were scaled from a topographic map and have
 OK0176.an estimated accuracy of +/- 6 seconds.
 OK0176
 OK0176.The orthometric height was determined by differential leveling
 OK0176.and adjusted by the National Geodetic Survey in June 1991..
 OK0176
 OK0176.The geoid height was determined by GEOID03.
 OK0176
 OK0176.The dynamic height is computed by dividing the NAVD 88
 OK0176.geopotential number by the normal gravity value computed on the
 OK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0176.degrees latitude (g = 980.6199 gals.).
 OK0176
 OK0176.The modeled gravity was interpolated from observed gravity values.
 OK0176
 OK0176;                    North         East    Units  Estimated Accuracy
 OK0176;SPC MI S     -   211,200.    3,955,830.      MT  (+/- 180 meters Scaled)
 OK0176
 OK0176                          SUPERSEDED SURVEY CONTROL
 OK0176
 OK0176  NGVD 29 (??/??/92)  276.190  (m)          906.13   (f) ADJ UNCH    2 0
 OK0176
 OK0176.Superseded values are not recommended for survey control.
 OK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0176.See file dsdata.txt to determine how the superseded data were derived.
 OK0176
 OK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP690073(NAD 83)
 OK0176_MARKER: DB = BENCH MARK DISK
 OK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0176_STAMPING: C 85 1934
 OK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0176+STABILITY: SURFACE MOTION
 OK0176
 OK0176  HISTORY     - Date     Condition        Report By
 OK0176  HISTORY     - 1934     MONUMENTED       CGS
 OK0176  HISTORY     - 1963     MARK NOT FOUND   USGS
 OK0176  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0176  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0176
 OK0176                          STATION DESCRIPTION
 OK0176
 OK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0176'AT VESTABURG.
 OK0176'AT VESTABURG, 60 YARDS WEST OF THE WEST END OF THE C AND O RY.
 OK0176'STATION, 13 YARDS NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 OK0176'7 YARDS FROM THE SIDETRACK, 2 YARDS WEST OF A POLE, AND LEVEL
 OK0176'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 85 1934
 OK0176'AND SET IN THE TOP OF A CONCRETE POST.
 OK0176
 OK0176                          STATION RECOVERY (1963)
 OK0176
 OK0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0176'MARK NOT FOUND.
 OK0176
 OK0176                          STATION RECOVERY (1994)
 OK0176
 OK0176'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0176'MARK NOT FOUND.
 OK0176
 OK0176                          STATION RECOVERY (2001)
 OK0176
 OK0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0088 ***********************************************************************
 OK0088  DESIGNATION -  C 86
 OK0088  PID         -  OK0088
 OK0088  STATE/COUNTY-  MI/SAGINAW
 OK0088  USGS QUAD   -  SHIELDS (1975)
 OK0088
 OK0088                         *CURRENT SURVEY CONTROL
 OK0088  ___________________________________________________________________
 OK0088* NAD 83(1986)-  43 24 30.     (N)    084 00 53.     (W)     SCALED    
 OK0088* NAVD 88     -       182.229  (meters)     597.86   (feet)  ADJUSTED  
 OK0088  ___________________________________________________________________
 OK0088  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OK0088  DYNAMIC HT  -         182.191 (meters)     597.74  (feet)  COMP
 OK0088  MODELED GRAV-     980,408.7   (mgal)                       NAVD 88
 OK0088
 OK0088  VERT ORDER  -  SECOND    CLASS 0
 OK0088
 OK0088.The horizontal coordinates were scaled from a topographic map and have
 OK0088.an estimated accuracy of +/- 6 seconds.
 OK0088
 OK0088.The orthometric height was determined by differential leveling
 OK0088.and adjusted by the National Geodetic Survey in June 1991..
 OK0088
 OK0088.The geoid height was determined by GEOID03.
 OK0088
 OK0088.The dynamic height is computed by dividing the NAVD 88
 OK0088.geopotential number by the normal gravity value computed on the
 OK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0088.degrees latitude (g = 980.6199 gals.).
 OK0088
 OK0088.The modeled gravity was interpolated from observed gravity values.
 OK0088
 OK0088;                    North         East    Units  Estimated Accuracy
 OK0088;SPC MI S     -   212,040.    4,028,510.      MT  (+/- 180 meters Scaled)
 OK0088
 OK0088                          SUPERSEDED SURVEY CONTROL
 OK0088
 OK0088  NGVD 29 (??/??/92)  182.414  (m)          598.47   (f) ADJ UNCH    2 0
 OK0088
 OK0088.Superseded values are not recommended for survey control.
 OK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0088.See file dsdata.txt to determine how the superseded data were derived.
 OK0088
 OK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP417104(NAD 83)
 OK0088_MARKER: DB = BENCH MARK DISK
 OK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0088_STAMPING: C 86 1934
 OK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0088+STABILITY: SURFACE MOTION
 OK0088
 OK0088  HISTORY     - Date     Condition        Report By
 OK0088  HISTORY     - 1934     MONUMENTED       CGS
 OK0088  HISTORY     - 1966     GOOD             USGS
 OK0088  HISTORY     - 19940607 GOOD             USPSQD
 OK0088  HISTORY     - 20010808 GOOD             NGS
 OK0088
 OK0088                          STATION DESCRIPTION
 OK0088
 OK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0088'1.5 MI E FROM PAINES.
 OK0088'1.5 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0088'STATION AT PAINES, SAGINAW COUNTY, 0.1 MILE EAST OF MILEPOST
 OK0088'J 97, 63 FEET WEST OF THE CENTERLINE OF A CONCRETE HIGHWAY,
 OK0088'26 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER THAN THE TOP
 OK0088'OF RAIL.  A STANDARD DISK, STAMPED C 86 1934 AND SET IN THE TOP
 OK0088'OF A CONCRETE POST.
 OK0088
 OK0088                          STATION RECOVERY (1966)
 OK0088
 OK0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0088'RECOVERED IN GOOD CONDITION.
 OK0088
 OK0088                          STATION RECOVERY (1994)
 OK0088
 OK0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0088'RECOVERED IN GOOD CONDITION.
 OK0088
 OK0088                          STATION RECOVERY (2001)
 OK0088
 OK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0210 ***********************************************************************
 PL0210  DESIGNATION -  C 87
 PL0210  PID         -  PL0210
 PL0210  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0210  USGS QUAD   -  WALTON (1985)
 PL0210
 PL0210                         *CURRENT SURVEY CONTROL
 PL0210  ___________________________________________________________________
 PL0210* NAD 83(1986)-  44 46 22.     (N)    085 26 39.     (W)     SCALED    
 PL0210* NAVD 88     -       220.016  (meters)     721.84   (feet)  ADJUSTED  
 PL0210  ___________________________________________________________________
 PL0210  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 PL0210  DYNAMIC HT  -         219.999 (meters)     721.78  (feet)  COMP
 PL0210  MODELED GRAV-     980,538.4   (mgal)                       NAVD 88
 PL0210
 PL0210  VERT ORDER  -  SECOND    CLASS 0
 PL0210
 PL0210.The horizontal coordinates were scaled from a topographic map and have
 PL0210.an estimated accuracy of +/- 6 seconds.
 PL0210
 PL0210.The orthometric height was determined by differential leveling
 PL0210.and adjusted by the National Geodetic Survey in June 1991..
 PL0210
 PL0210.The geoid height was determined by GEOID03.
 PL0210
 PL0210.The dynamic height is computed by dividing the NAVD 88
 PL0210.geopotential number by the normal gravity value computed on the
 PL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0210.degrees latitude (g = 980.6199 gals.).
 PL0210
 PL0210.The modeled gravity was interpolated from observed gravity values.
 PL0210
 PL0210;                    North         East    Units  Estimated Accuracy
 PL0210;SPC MI C     -   162,370.    5,914,720.      MT  (+/- 180 meters Scaled)
 PL0210
 PL0210                          SUPERSEDED SURVEY CONTROL
 PL0210
 PL0210  NGVD 29 (??/??/92)  220.111  (m)          722.15   (f) ADJ UNCH    2 0
 PL0210
 PL0210.Superseded values are not recommended for survey control.
 PL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0210.See file dsdata.txt to determine how the superseded data were derived.
 PL0210
 PL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ231588(NAD 83)
 PL0210_MARKER: DB = BENCH MARK DISK
 PL0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0210_STAMPING: C 87 1934
 PL0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0210+STABILITY: SURFACE MOTION
 PL0210
 PL0210  HISTORY     - Date     Condition        Report By
 PL0210  HISTORY     - 1934     MONUMENTED       CGS
 PL0210  HISTORY     - 1981     MARK NOT FOUND   USGS
 PL0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0210  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PL0210  HISTORY     - 20021010 MARK NOT FOUND   USPSQD
 PL0210
 PL0210                          STATION DESCRIPTION
 PL0210
 PL0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0210'1.9 MI W FROM WILLIAMSBURG.
 PL0210'1.9 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0210'STATION AT WILLIAMSBURG, GRAND TRAVERSE COUNTY, AT BATES, 27
 PL0210'FEET NORTHEAST OF THE STATION SIGN, AT A COUNTY-ROAD CROSSING,
 PL0210'33 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 27 FEET EAST
 PL0210'OF THE EAST RAIL, AND 7.5 FEET SOUTH OF TELEPHONE POLE 95.  A
 PL0210'STANDARD DISK, STAMPED C 87 1934 AND SET IN THE TOP OF A CONCRETE
 PL0210'POST PROJECTING 4 INCHES ABOVE GROUND.
 PL0210
 PL0210                          STATION RECOVERY (1981)
 PL0210
 PL0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 PL0210'MARK NOT FOUND.
 PL0210
 PL0210                          STATION RECOVERY (1984)
 PL0210
 PL0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0210'NOT RECOVERED, PROBABLY GRADED OUT.
 PL0210
 PL0210                          STATION RECOVERY (2002)
 PL0210
 PL0210'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0210'MARK NOT FOUND.
 PL0210
 PL0210                          STATION RECOVERY (2002)
 PL0210
 PL0210'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0327 ***********************************************************************
 QK0327  DESIGNATION -  C 88
 QK0327  PID         -  QK0327
 QK0327  STATE/COUNTY-  MI/LEELANAU
 QK0327  USGS QUAD   -  
 QK0327
 QK0327                         *CURRENT SURVEY CONTROL
 QK0327  ___________________________________________________________________
 QK0327* NAD 83(1986)-  45 03 50.     (N)    085 41 39.     (W)     SCALED    
 QK0327* NAVD 88     -       201.621  (meters)     661.48   (feet)  ADJUSTED  
 QK0327  ___________________________________________________________________
 QK0327  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0327  DYNAMIC HT  -         201.608 (meters)     661.44  (feet)  COMP
 QK0327  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 QK0327
 QK0327  VERT ORDER  -  SECOND    CLASS 0
 QK0327
 QK0327.The horizontal coordinates were scaled from a topographic map and have
 QK0327.an estimated accuracy of +/- 6 seconds.
 QK0327
 QK0327.The orthometric height was determined by differential leveling
 QK0327.and adjusted by the National Geodetic Survey in June 1991..
 QK0327
 QK0327.The geoid height was determined by GEOID03.
 QK0327
 QK0327.The dynamic height is computed by dividing the NAVD 88
 QK0327.geopotential number by the normal gravity value computed on the
 QK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0327.degrees latitude (g = 980.6199 gals.).
 QK0327
 QK0327.The modeled gravity was interpolated from observed gravity values.
 QK0327
 QK0327;                    North         East    Units  Estimated Accuracy
 QK0327;SPC MI C     -   195,010.    5,895,460.      MT  (+/- 180 meters Scaled)
 QK0327
 QK0327                          SUPERSEDED SURVEY CONTROL
 QK0327
 QK0327  NGVD 29 (??/??/92)  201.728  (m)          661.84   (f) ADJ UNCH    2 0
 QK0327
 QK0327.Superseded values are not recommended for survey control.
 QK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0327.See file dsdata.txt to determine how the superseded data were derived.
 QK0327
 QK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ028908(NAD 83)
 QK0327_MARKER: DB = BENCH MARK DISK
 QK0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0327_STAMPING: C 88 1934
 QK0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0327+STABILITY: SURFACE MOTION
 QK0327
 QK0327  HISTORY     - Date     Condition        Report By
 QK0327  HISTORY     - 1934     MONUMENTED       CGS
 QK0327  HISTORY     - 1954     POOR             NGS
 QK0327  HISTORY     - 20040512 MARK NOT FOUND   USPSQD
 QK0327
 QK0327                          STATION DESCRIPTION
 QK0327
 QK0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QK0327'6.4 MI SW FROM NORTHPORT.
 QK0327'6.4 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM NORTHPORT,
 QK0327'LEELANAU COUNTY, 4.9 MILES NORTH OF LELAND, 200 YARDS NORTH
 QK0327'OF THE HOME OF WENCIL KOVARIK IN 1934, 20 YARDS NORTH OF A
 QK0327'CONCRETE CULVERT, 11 YARDS SOUTH OF THE ENTRANCE GATE TO A FIELD,
 QK0327'7 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 YARD WEST
 QK0327'OF A WIRE FENCE.  A STANDARD DISK, STAMPED C 88 1934 AND SET
 QK0327'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QK0327'NOTE-- CORNER HAS CHIPPED FROM POST BUT VERTICAL CONTROL APPEARS
 QK0327'TO BE GOOD.
 QK0327
 QK0327                          STATION RECOVERY (2004)
 QK0327
 QK0327'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0327'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0109 ***********************************************************************
 PL0109  DESIGNATION -  C 91
 PL0109  PID         -  PL0109
 PL0109  STATE/COUNTY-  MI/ROSCOMMON
 PL0109  USGS QUAD   -  
 PL0109
 PL0109                         *CURRENT SURVEY CONTROL
 PL0109  ___________________________________________________________________
 PL0109* NAD 83(1986)-  44 15 17.     (N)    084 47 49.     (W)     SCALED    
 PL0109* NAVD 88     -       340.998  (meters)    1118.76   (feet)  ADJUSTED  
 PL0109  ___________________________________________________________________
 PL0109  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 PL0109  DYNAMIC HT  -         340.943 (meters)    1118.58  (feet)  COMP
 PL0109  MODELED GRAV-     980,445.0   (mgal)                       NAVD 88
 PL0109
 PL0109  VERT ORDER  -  SECOND    CLASS 0
 PL0109
 PL0109.The horizontal coordinates were scaled from a topographic map and have
 PL0109.an estimated accuracy of +/- 6 seconds.
 PL0109
 PL0109.The orthometric height was determined by differential leveling
 PL0109.and adjusted by the National Geodetic Survey in June 1991..
 PL0109
 PL0109.The geoid height was determined by GEOID03.
 PL0109
 PL0109.The dynamic height is computed by dividing the NAVD 88
 PL0109.geopotential number by the normal gravity value computed on the
 PL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0109.degrees latitude (g = 980.6199 gals.).
 PL0109
 PL0109.The modeled gravity was interpolated from observed gravity values.
 PL0109
 PL0109;                    North         East    Units  Estimated Accuracy
 PL0109;SPC MI C     -   104,330.    5,965,640.      MT  (+/- 180 meters Scaled)
 PL0109
 PL0109                          SUPERSEDED SURVEY CONTROL
 PL0109
 PL0109  NGVD 29 (??/??/92)  341.124  (m)         1119.17   (f) ADJ UNCH    2 0
 PL0109
 PL0109.Superseded values are not recommended for survey control.
 PL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0109.See file dsdata.txt to determine how the superseded data were derived.
 PL0109
 PL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ758025(NAD 83)
 PL0109_MARKER: DB = BENCH MARK DISK
 PL0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0109_STAMPING: C 91 1934
 PL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0109+STABILITY: SURFACE MOTION
 PL0109
 PL0109  HISTORY     - Date     Condition        Report By
 PL0109  HISTORY     - 1934     MONUMENTED       CGS
 PL0109  HISTORY     - 1976     POOR             NGS
 PL0109
 PL0109                          STATION DESCRIPTION
 PL0109
 PL0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0109'5.6 MI S FROM HOUGHTON LAKE.
 PL0109'5.6 MILES SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0109'HOUGHTON LAKE, ROSCOMMON COUNTY, 110 YARDS SOUTH OF THE FRIENDLY
 PL0109'INN, 30.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 PL0109'EDGE OF A FENCE, AND 6 INCHES HIGHER THAN THE HIGHWAY.  A STANDARD
 PL0109'DISK, STAMPED C 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0109
 PL0109                          STATION RECOVERY (1976)
 PL0109
 PL0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0109'0.45 MILES EAST ON SNOW BOWL ROAD FROM ITS JUNCTION WITH US HIGHWAY
 PL0109'27, THEN SOUTH ON GRAVEL ROAD FOR 1.4 MILES TO MARK ON RIGHT, 28 FEET
 PL0109'WEST OF THE CENTER OF THE ROAD, 8.5 FEET NORTH OF LAST POWER POLE ON
 PL0109'WEST SIDE OF ROAD, 3 FEET NORTH OF WITNESS SIGN AND IN FENCE LINE.
 PL0109'MARK IS TILTED SOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0217 ***********************************************************************
 OK0217  DESIGNATION -  C 92
 OK0217  PID         -  OK0217
 OK0217  STATE/COUNTY-  MI/CLARE
 OK0217  USGS QUAD   -  WINN (1973)
 OK0217
 OK0217                         *CURRENT SURVEY CONTROL
 OK0217  ___________________________________________________________________
 OK0217* NAD 83(1986)-  43 50 06.     (N)    084 57 00.     (W)     SCALED    
 OK0217* NAVD 88     -       308.130  (meters)    1010.92   (feet)  ADJUSTED  
 OK0217  ___________________________________________________________________
 OK0217  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 OK0217  DYNAMIC HT  -         308.078 (meters)    1010.75  (feet)  COMP
 OK0217  MODELED GRAV-     980,438.4   (mgal)                       NAVD 88
 OK0217
 OK0217  VERT ORDER  -  SECOND    CLASS 0
 OK0217
 OK0217.The horizontal coordinates were scaled from a topographic map and have
 OK0217.an estimated accuracy of +/- 6 seconds.
 OK0217
 OK0217.The orthometric height was determined by differential leveling
 OK0217.and adjusted by the National Geodetic Survey in June 1991..
 OK0217
 OK0217.The geoid height was determined by GEOID03.
 OK0217
 OK0217.The dynamic height is computed by dividing the NAVD 88
 OK0217.geopotential number by the normal gravity value computed on the
 OK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0217.degrees latitude (g = 980.6199 gals.).
 OK0217
 OK0217.The modeled gravity was interpolated from observed gravity values.
 OK0217
 OK0217;                    North         East    Units  Estimated Accuracy
 OK0217;SPC MI C     -    57,770.    5,953,080.      MT  (+/- 180 meters Scaled)
 OK0217
 OK0217                          SUPERSEDED SURVEY CONTROL
 OK0217
 OK0217  NGVD 29 (??/??/92)  308.248  (m)         1011.31   (f) ADJ UNCH    2 0
 OK0217
 OK0217.Superseded values are not recommended for survey control.
 OK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0217.See file dsdata.txt to determine how the superseded data were derived.
 OK0217
 OK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP648555(NAD 83)
 OK0217_MARKER: DB = BENCH MARK DISK
 OK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0217_STAMPING: C 92 1934
 OK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0217+STABILITY: SURFACE MOTION
 OK0217
 OK0217  HISTORY     - Date     Condition        Report By
 OK0217  HISTORY     - 1934     MONUMENTED       CGS
 OK0217  HISTORY     - 1958     GOOD             NGS
 OK0217  HISTORY     - 1979     MARK NOT FOUND   USGS
 OK0217  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0217
 OK0217                          STATION DESCRIPTION
 OK0217
 OK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OK0217'3.1 MI E FROM LAKE.
 OK0217'3.1 MILES EAST ALONG THE CHESAPEAKE AND OHIO RY. FROM THE STATION
 OK0217'AT LAKE, AT A ROAD CROSSING, 38 FEET SOUTH OF THE SOUTH RAIL,
 OK0217'26.2 FEET EAST OF THE CENTERLINE OF THE ROAD, 6.3 FEET SOUTH OF
 OK0217'POLE 2225, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OK0217'DISK, STAMPED C 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0217
 OK0217                          STATION RECOVERY (1979)
 OK0217
 OK0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OK0217'MARK NOT FOUND.
 OK0217
 OK0217                          STATION RECOVERY (2001)
 OK0217
 OK0217'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0038 ***********************************************************************
 OK0038  DESIGNATION -  C 93
 OK0038  PID         -  OK0038
 OK0038  STATE/COUNTY-  MI/GLADWIN
 OK0038  USGS QUAD   -  WOODEN SHOE VILLAGE (1969)
 OK0038
 OK0038                         *CURRENT SURVEY CONTROL
 OK0038  ___________________________________________________________________
 OK0038* NAD 83(1986)-  43 58 52.     (N)    084 21 59.     (W)     SCALED    
 OK0038* NAVD 88     -       221.118  (meters)     725.45   (feet)  ADJUSTED  
 OK0038  ___________________________________________________________________
 OK0038  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OK0038  DYNAMIC HT  -         221.080 (meters)     725.33  (feet)  COMP
 OK0038  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OK0038
 OK0038  VERT ORDER  -  SECOND    CLASS 0
 OK0038
 OK0038.The horizontal coordinates were scaled from a topographic map and have
 OK0038.an estimated accuracy of +/- 6 seconds.
 OK0038
 OK0038.The orthometric height was determined by differential leveling
 OK0038.and adjusted by the National Geodetic Survey in June 1991..
 OK0038
 OK0038.The geoid height was determined by GEOID03.
 OK0038
 OK0038.The dynamic height is computed by dividing the NAVD 88
 OK0038.geopotential number by the normal gravity value computed on the
 OK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0038.degrees latitude (g = 980.6199 gals.).
 OK0038
 OK0038.The modeled gravity was interpolated from observed gravity values.
 OK0038
 OK0038;                    North         East    Units  Estimated Accuracy
 OK0038;SPC MI C     -    73,840.    6,000,020.      MT  (+/- 180 meters Scaled)
 OK0038
 OK0038                          SUPERSEDED SURVEY CONTROL
 OK0038
 OK0038  NGVD 29 (??/??/92)  221.279  (m)          725.98   (f) ADJ UNCH    2 0
 OK0038
 OK0038.Superseded values are not recommended for survey control.
 OK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0038.See file dsdata.txt to determine how the superseded data were derived.
 OK0038
 OK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP112731(NAD 83)
 OK0038_MARKER: DB = BENCH MARK DISK
 OK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0038_STAMPING: C 93 1934
 OK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0038+STABILITY: SURFACE MOTION
 OK0038
 OK0038  HISTORY     - Date     Condition        Report By
 OK0038  HISTORY     - 1934     MONUMENTED       CGS
 OK0038  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0038
 OK0038                          STATION DESCRIPTION
 OK0038
 OK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0038'6 MI E FROM GLADWIN.
 OK0038'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 OK0038'GLADWIN, GLADWIN COUNTY, 100 YARDS NORTH OF THE INTERSECTION
 OK0038'OF STATE HIGHWAY 30, 80 YARDS NORTH OF THE NORTH SIDE OF LEOS
 OK0038'PLACE, 33 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 30, AT
 OK0038'A FENCE CORNER, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK,
 OK0038'STAMPED C 93 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0038
 OK0038                          STATION RECOVERY (1998)
 OK0038
 OK0038'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0426 ***********************************************************************
 OK0426  DESIGNATION -  C 94
 OK0426  PID         -  OK0426
 OK0426  STATE/COUNTY-  MI/LAKE
 OK0426  USGS QUAD   -  TOWNSEND LAKE (1987)
 OK0426
 OK0426                         *CURRENT SURVEY CONTROL
 OK0426  ___________________________________________________________________
 OK0426* NAD 83(1986)-  43 53 55.     (N)    085 54 03.     (W)     SCALED    
 OK0426* NAVD 88     -       250.483  (meters)     821.79   (feet)  ADJUSTED  
 OK0426  ___________________________________________________________________
 OK0426  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 OK0426  DYNAMIC HT  -         250.440 (meters)     821.65  (feet)  COMP
 OK0426  MODELED GRAV-     980,440.7   (mgal)                       NAVD 88
 OK0426
 OK0426  VERT ORDER  -  FIRST     CLASS II
 OK0426
 OK0426.The horizontal coordinates were scaled from a topographic map and have
 OK0426.an estimated accuracy of +/- 6 seconds.
 OK0426
 OK0426.The orthometric height was determined by differential leveling
 OK0426.and adjusted by the National Geodetic Survey in June 1991..
 OK0426
 OK0426.The geoid height was determined by GEOID03.
 OK0426
 OK0426.The dynamic height is computed by dividing the NAVD 88
 OK0426.geopotential number by the normal gravity value computed on the
 OK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0426.degrees latitude (g = 980.6199 gals.).
 OK0426
 OK0426.The modeled gravity was interpolated from observed gravity values.
 OK0426
 OK0426;                    North         East    Units  Estimated Accuracy
 OK0426;SPC MI C     -    65,830.    5,876,740.      MT  (+/- 180 meters Scaled)
 OK0426
 OK0426                          SUPERSEDED SURVEY CONTROL
 OK0426
 OK0426  NGVD 29 (??/??/92)  250.58   (m)          822.1    (f) COMPUTED    1 2
 OK0426
 OK0426.Superseded values are not recommended for survey control.
 OK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0426.See file dsdata.txt to determine how the superseded data were derived.
 OK0426
 OK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP882611(NAD 83)
 OK0426_MARKER: DB = BENCH MARK DISK
 OK0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0426_STAMPING: C 94 1934
 OK0426_MARK LOGO: CGS   
 OK0426_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0426+STABILITY: SURFACE MOTION
 OK0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0426+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 OK0426
 OK0426  HISTORY     - Date     Condition        Report By
 OK0426  HISTORY     - 1934     MONUMENTED       CGS
 OK0426  HISTORY     - 1982     GOOD             USGS
 OK0426  HISTORY     - 19921110 GOOD             NGS
 OK0426  HISTORY     - 19990930 GOOD             USPSQD
 OK0426  HISTORY     - 20041014 GOOD             USPSQD
 OK0426
 OK0426                          STATION DESCRIPTION
 OK0426
 OK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0426'2 MI W FROM BALDWIN.
 OK0426'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0426'STATION AT BALDWIN, LAKE COUNTY, 63 FEET WEST OF TELEPHONE POLE
 OK0426'4121, AT A WOOD-ROAD CROSSING, 43.7 FEET SOUTH OF THE SOUTH RAIL,
 OK0426'24 FEET EAST OF THE CENTERLINE OF THE ROAD, 3 FEET NORTH OF A
 OK0426'FENCE, AND 1 FOOT ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0426'STAMPED C 94 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0426'PROJECTING 6 INCHES ABOVE GROUND.
 OK0426
 OK0426                          STATION RECOVERY (1982)
 OK0426
 OK0426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0426'2.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION
 OK0426'AT BALWIN, LAKE COUNTY, 49 FEET SOUTH AND 23 FEET EAST OF CENTER LINE
 OK0426'OF ROAD AT CROSSING, 1 FOOT EAST OF 4 X 4 NATIONAL FOREST SERVICE
 OK0426'WITNESS POST, A STANDARD DISK, STAMPED 'C 94 1934' AND SET IN THE TOP
 OK0426'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROND.
 OK0426
 OK0426                          STATION RECOVERY (1992)
 OK0426
 OK0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0426'4.1 KM (2.55 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0426'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 13.6 M (44.6 FT) SOUTH OF THE
 OK0426'NEAR RAIL, 7.5 M (24.6 FT) EAST OF THE CENTER OF JENKS ROAD, 3.2 M
 OK0426'(10.5 FT) NORTHEAST OF UTILITY POLE NUMBER 111 WITH 2 GUY CABLES AND A
 OK0426'TRANSFORMER ATTACHED, 0.3 M (1.0 FT) EAST OF A WITNESS POST, LEVEL
 OK0426'WITH THE TRACK, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 OK0426'NOTE--THE MONUMENT HAS BEEN HIT AND THE NORTHEAST CORNER IS MISSING,
 OK0426'BUT IT IS SOLID IN PLACE.  THE C IN THE STAMPING IS BEARLY LIGIBLE.
 OK0426
 OK0426                          STATION RECOVERY (1999)
 OK0426
 OK0426'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0426'RECOVERED IN GOOD CONDITION.
 OK0426
 OK0426                          STATION RECOVERY (2004)
 OK0426
 OK0426'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVR)
 OK0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0441 ***********************************************************************
 OK0441  DESIGNATION -  C 95
 OK0441  PID         -  OK0441
 OK0441  STATE/COUNTY-  MI/NEWAYGO
 OK0441  USGS QUAD   -  MARLBOROUGH (1987)
 OK0441
 OK0441                         *CURRENT SURVEY CONTROL
 OK0441  ___________________________________________________________________
 OK0441* NAD 83(1986)-  43 48 08.     (N)    085 50 54.     (W)     SCALED    
 OK0441* NAVD 88     -       260.349  (meters)     854.16   (feet)  ADJUSTED  
 OK0441  ___________________________________________________________________
 OK0441  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 OK0441  DYNAMIC HT  -         260.303 (meters)     854.01  (feet)  COMP
 OK0441  MODELED GRAV-     980,436.1   (mgal)                       NAVD 88
 OK0441
 OK0441  VERT ORDER  -  SECOND    CLASS 0
 OK0441
 OK0441.The horizontal coordinates were scaled from a topographic map and have
 OK0441.an estimated accuracy of +/- 6 seconds.
 OK0441
 OK0441.The orthometric height was determined by differential leveling
 OK0441.and adjusted by the National Geodetic Survey in June 1991..
 OK0441
 OK0441.The geoid height was determined by GEOID03.
 OK0441
 OK0441.The dynamic height is computed by dividing the NAVD 88
 OK0441.geopotential number by the normal gravity value computed on the
 OK0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0441.degrees latitude (g = 980.6199 gals.).
 OK0441
 OK0441.The modeled gravity was interpolated from observed gravity values.
 OK0441
 OK0441;                    North         East    Units  Estimated Accuracy
 OK0441;SPC MI S     -   256,790.    3,880,770.      MT  (+/- 180 meters Scaled)
 OK0441
 OK0441                          SUPERSEDED SURVEY CONTROL
 OK0441
 OK0441  NGVD 29 (??/??/92)  260.452  (m)          854.50   (f) ADJ UNCH    2 0
 OK0441
 OK0441.Superseded values are not recommended for survey control.
 OK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0441.See file dsdata.txt to determine how the superseded data were derived.
 OK0441
 OK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP926505(NAD 83)
 OK0441_MARKER: DB = BENCH MARK DISK
 OK0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0441_STAMPING: C 95 1934
 OK0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0441+STABILITY: SURFACE MOTION
 OK0441
 OK0441  HISTORY     - Date     Condition        Report By
 OK0441  HISTORY     - 1934     MONUMENTED       CGS
 OK0441  HISTORY     - 1982     GOOD             USGS
 OK0441  HISTORY     - 1984     GOOD             USPSQD
 OK0441  HISTORY     - 19960527 GOOD             USPSQD
 OK0441
 OK0441                          STATION DESCRIPTION
 OK0441
 OK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0441'3.8 MI N FROM BITELY.
 OK0441'3.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION
 OK0441'AT BITELY, NEWAYGO COUNTY,12 FEET NORTHEAST OF MILEPOST GR 67,
 OK0441'AT A CURVE, 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 OK0441'37, 35 FEET EAST OF THE EAST RAIL, AND 4 FEET LOWER THAN THE TOP
 OK0441'OF THE RAIL.  A STANDARD DISK, STAMPED C 95 1934 AND SET IN THE TOP
 OK0441'OF THE RAIL.  A STANDARD DISK, STAMPED C 95 1934 AND SET IN THE
 OK0441'TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0441
 OK0441                          STATION RECOVERY (1982)
 OK0441
 OK0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0441'3.8 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0441'STATION AT BITELY, NEWAYGO COUNTY, 33 FEET EAST NORTHEAST OF MILEPOST
 OK0441'GR 67, 194 FEET SOUTH AND 40 FEET WEST OF LONG DRIVE EAST. A STANDARD
 OK0441'DISK, STAMPED 'C 95 1934' AND SET IN THE TOP OF A CONCRETE POST
 OK0441'PROJECTING 4 INCHES ABOVE GROUND.
 OK0441
 OK0441                          STATION RECOVERY (1984)
 OK0441
 OK0441'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0441'BENCH MARK ONE FOOT SOUTH OF NEW UNPAINTED WITNESS POST WITH WARNING
 OK0441'NOTICE. RAIL WITH DISK NOT OBSERVED.
 OK0441
 OK0441                          STATION RECOVERY (1996)
 OK0441
 OK0441'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0471 ***********************************************************************
 OK0471  DESIGNATION -  C 96
 OK0471  PID         -  OK0471
 OK0471  STATE/COUNTY-  MI/NEWAYGO
 OK0471  USGS QUAD   -  WHITE CLOUD (1985)
 OK0471
 OK0471                         *CURRENT SURVEY CONTROL
 OK0471  ___________________________________________________________________
 OK0471* NAD 83(1994)-  43 30 36.31974(N)    085 52 23.11020(W)     ADJUSTED  
 OK0471* NAVD 88     -       268.125  (meters)     879.67   (feet)  ADJUSTED  
 OK0471  ___________________________________________________________________
 OK0471  X           -     333,439.254 (meters)                     COMP
 OK0471  Y           -  -4,621,276.951 (meters)                     COMP
 OK0471  Z           -   4,368,936.124 (meters)                     COMP
 OK0471  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 OK0471  ELLIP HEIGHT-         234.37  (meters)          (07/17/02) GPS OBS
 OK0471  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 OK0471  DYNAMIC HT  -         268.069 (meters)     879.49  (feet)  COMP
 OK0471  MODELED GRAV-     980,401.6   (mgal)                       NAVD 88
 OK0471
 OK0471  HORZ ORDER  -  FIRST
 OK0471  VERT ORDER  -  SECOND    CLASS 0
 OK0471  ELLP ORDER  -  FOURTH    CLASS I
 OK0471
 OK0471.The horizontal coordinates were established by GPS observations
 OK0471.and adjusted by the National Geodetic Survey in February 1997..
 OK0471
 OK0471.The orthometric height was determined by differential leveling
 OK0471.and adjusted by the National Geodetic Survey in June 1991..
 OK0471
 OK0471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0471
 OK0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0471
 OK0471.The ellipsoidal height was determined by GPS observations
 OK0471.and is referenced to NAD 83.
 OK0471
 OK0471.The geoid height was determined by GEOID03.
 OK0471
 OK0471.The dynamic height is computed by dividing the NAVD 88
 OK0471.geopotential number by the normal gravity value computed on the
 OK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0471.degrees latitude (g = 980.6199 gals.).
 OK0471
 OK0471.The modeled gravity was interpolated from observed gravity values.
 OK0471
 OK0471;                    North         East     Units Scale Factor Converg.
 OK0471;SPC MI S     -   224,372.056 3,878,196.678   MT  0.99996638   -1 01 30.6
 OK0471;SPC MI S     -   736,128.79 12,723,742.38   iFT  0.99996638   -1 01 30.6
 OK0471;UTM  16      - 4,818,078.605   591,089.736   MT  0.99970206   +0 46 33.3
 OK0471
 OK0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0471!SPC MI S     -   0.99996325  x   0.99996638  =   0.99992963
 OK0471!UTM  16      -   0.99996325  x   0.99970206  =   0.99966532
 OK0471
 OK0471                          SUPERSEDED SURVEY CONTROL
 OK0471
 OK0471  ELLIP H (02/03/97)  234.41   (m)                       GP(       ) 4 1
 OK0471  NAD 83(1986)-  43 30 36.32199(N)    085 52 23.12054(W) AD(       ) 1
 OK0471  NAVD 88 (01/22/93)  268.13   (m)          879.7    (f) LEVELING    3  
 OK0471  NGVD 29 (??/??/92)  268.233  (m)          880.03   (f) ADJ UNCH    2 0
 OK0471
 OK0471.Superseded values are not recommended for survey control.
 OK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0471.See file dsdata.txt to determine how the superseded data were derived.
 OK0471
 OK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9109018079(NAD 83)
 OK0471_MARKER: DB = BENCH MARK DISK
 OK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0471_SP_SET: CONCRETE POST
 OK0471_STAMPING: C 96 1934
 OK0471_MARK LOGO: CGS   
 OK0471_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OK0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0471+STABILITY: SURFACE MOTION
 OK0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0471+SATELLITE: SATELLITE OBSERVATIONS - May 30, 1991
 OK0471
 OK0471  HISTORY     - Date     Condition        Report By
 OK0471  HISTORY     - 1934     MONUMENTED       CGS
 OK0471  HISTORY     - 1979     MARK NOT FOUND   USGS
 OK0471  HISTORY     - 19910530 GOOD             USFS
 OK0471  HISTORY     - 20010303 GOOD             WOOLPT
 OK0471
 OK0471                          STATION DESCRIPTION
 OK0471
 OK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0471'AT WOOSTER.
 OK0471'AT WOOSTER, NEWAYGO COUNTY, ALONG THE CHESAPEAKE AND OHIO RAILWAY,
 OK0471'37 YARDS SOUTHEAST OF A HIGHWAY CULVERT IN A ROAD FORK, 23 FEET
 OK0471'EAST OF THE CENTERLINE OF A GRAVEL ROAD, 16 FEET NORTH OF A
 OK0471'SWITCH, AND 14 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 OK0471'STAMPED C 96 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0471
 OK0471                          STATION RECOVERY (1979)
 OK0471
 OK0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OK0471'MARK NOT FOUND.
 OK0471
 OK0471                          STATION RECOVERY (1991)
 OK0471
 OK0471'RECOVERY NOTE BY US FOREST SERVICE 1991
 OK0471'FROM THE INTERSECTION OF M-20 (ALSO KNOWN AS 48TH STREET AND M-82) AND
 OK0471'WARNER AVE. IN FREMONT PROCEED EAST ALONG M-20, 3.0 MI (4.8 KM) TO
 OK0471'BALDWIN AVE. (ALSO KNOWN AS M-20), TURN NORTH AND GO 3.0 MI (4.8 KM)
 OK0471'TO 24TH STREET, TURN EAST AND GO 0.4 MI (0.6 KM) TO STATION ON LEFT,
 OK0471'IN A TRIANGULAR PIECE OF WOODED LAND SURROUNDED BY PAVED ROADS, 25 FT
 OK0471'(7.6 M) NORTH OF THE CENTERLINE OF 24TH STREET, 200 FT (61.0 M) EAST
 OK0471'OF THE INTERSECTION OF A CURVE BEARING NORTHEAST AND 24TH STREET, 657
 OK0471'FT (200.3 M) WEST OF THE INTERSECTION OF 24TH STREET AND WISNER AVE.,
 OK0471'60 FT (18.3 M) WEST OF A GAS PIPE LINE, 1 FT (0.3 M) SOUTH OF A
 OK0471'FIBERGLASS POST, DIRECTLY BENEATH A 220 VOLT ELECTRIC DISTRIBUTION
 OK0471'LINE. MAP POSITION IS NEAR THE SOUTH 1/4 CORNER OF SECTION 16 T13N
 OK0471'R13W. STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK SET INTO THE TOP
 OK0471'OF A 6 INCH SQUARE CONCRETE POST PROJECTING 12 INCHES ABOVE GROUND.
 OK0471'THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE ORIGINAL
 OK0471'DESCRIPTION.
 OK0471
 OK0471                          STATION RECOVERY (2001)
 OK0471
 OK0471'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OK0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0385 ***********************************************************************
 OK0385  DESIGNATION -  C 97
 OK0385  PID         -  OK0385
 OK0385  STATE/COUNTY-  MI/KENT
 OK0385  USGS QUAD   -  SPARTA (1972)
 OK0385
 OK0385                         *CURRENT SURVEY CONTROL
 OK0385  ___________________________________________________________________
 OK0385* NAD 83(1986)-  43 10 04.     (N)    085 42 13.     (W)     SCALED    
 OK0385* NAVD 88     -       232.553  (meters)     762.97   (feet)  ADJUSTED  
 OK0385  ___________________________________________________________________
 OK0385  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OK0385  DYNAMIC HT  -         232.497 (meters)     762.78  (feet)  COMP
 OK0385  MODELED GRAV-     980,372.2   (mgal)                       NAVD 88
 OK0385
 OK0385  VERT ORDER  -  SECOND    CLASS 0
 OK0385
 OK0385.The horizontal coordinates were scaled from a topographic map and have
 OK0385.an estimated accuracy of +/- 6 seconds.
 OK0385
 OK0385.The orthometric height was determined by differential leveling
 OK0385.and adjusted by the National Geodetic Survey in June 1991..
 OK0385
 OK0385.The geoid height was determined by GEOID03.
 OK0385
 OK0385.The dynamic height is computed by dividing the NAVD 88
 OK0385.geopotential number by the normal gravity value computed on the
 OK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0385.degrees latitude (g = 980.6199 gals.).
 OK0385
 OK0385.The modeled gravity was interpolated from observed gravity values.
 OK0385
 OK0385;                    North         East    Units  Estimated Accuracy
 OK0385;SPC MI S     -   186,120.    3,891,300.      MT  (+/- 180 meters Scaled)
 OK0385
 OK0385                          SUPERSEDED SURVEY CONTROL
 OK0385
 OK0385  NGVD 29 (??/??/92)  232.684  (m)          763.40   (f) ADJ UNCH    2 0
 OK0385
 OK0385.Superseded values are not recommended for survey control.
 OK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0385.See file dsdata.txt to determine how the superseded data were derived.
 OK0385
 OK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN053802(NAD 83)
 OK0385_MARKER: DB = BENCH MARK DISK
 OK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0385_STAMPING: C 97 1934
 OK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0385+STABILITY: SURFACE MOTION
 OK0385
 OK0385  HISTORY     - Date     Condition        Report By
 OK0385  HISTORY     - 1934     MONUMENTED       CGS
 OK0385  HISTORY     - 1934     GOOD             NGS
 OK0385  HISTORY     - 1977     MARK NOT FOUND   LOCENG
 OK0385  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0385
 OK0385                          STATION DESCRIPTION
 OK0385
 OK0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0385'0.5 MI N FROM SPARTA.
 OK0385'0.5 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0385'STATION AT SPARTA, KENT COUNTY, AT THE CROSSING OF THE GRAND
 OK0385'TRUNK WESTERN RAILROAD, 68 FEET SOUTH OF THE SOUTH RAIL OF THE
 OK0385'GRAND TRUNK WESTERN RAILROAD, 24.6 FEET EAST OF THE EAST RAIL
 OK0385'OF THE CHESAPEAKE AND OHIO RAILWAY, 8 FEET WEST OF A POLE, AND
 OK0385'6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0385'STAMPED C 97 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0385'PROJECTING 10 INCHES ABOVE GROUND.
 OK0385
 OK0385                          STATION RECOVERY (1977)
 OK0385
 OK0385'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977
 OK0385'MARK NOT FOUND.
 OK0385
 OK0385                          STATION RECOVERY (1987)
 OK0385
 OK0385'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0309 ***********************************************************************
 OK0309  DESIGNATION -  C 99
 OK0309  PID         -  OK0309
 OK0309  STATE/COUNTY-  MI/MONTCALM
 OK0309  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0309
 OK0309                         *CURRENT SURVEY CONTROL
 OK0309  ___________________________________________________________________
 OK0309* NAD 83(1986)-  43 11 17.     (N)    085 15 15.     (W)     SCALED    
 OK0309* NAVD 88     -       251.373  (meters)     824.71   (feet)  ADJUSTED  
 OK0309  ___________________________________________________________________
 OK0309  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 OK0309  DYNAMIC HT  -         251.318 (meters)     824.53  (feet)  COMP
 OK0309  MODELED GRAV-     980,396.8   (mgal)                       NAVD 88
 OK0309
 OK0309  VERT ORDER  -  SECOND    CLASS 0
 OK0309
 OK0309.The horizontal coordinates were scaled from a topographic map and have
 OK0309.an estimated accuracy of +/- 6 seconds.
 OK0309
 OK0309.The orthometric height was determined by differential leveling
 OK0309.and adjusted by the National Geodetic Survey in June 1991..
 OK0309
 OK0309.The geoid height was determined by GEOID03.
 OK0309
 OK0309.The dynamic height is computed by dividing the NAVD 88
 OK0309.geopotential number by the normal gravity value computed on the
 OK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0309.degrees latitude (g = 980.6199 gals.).
 OK0309
 OK0309.The modeled gravity was interpolated from observed gravity values.
 OK0309
 OK0309;                    North         East    Units  Estimated Accuracy
 OK0309;SPC MI S     -   187,890.    3,927,860.      MT  (+/- 180 meters Scaled)
 OK0309
 OK0309                          SUPERSEDED SURVEY CONTROL
 OK0309
 OK0309  NGVD 29 (??/??/92)  251.507  (m)          825.15   (f) ADJ UNCH    2 0
 OK0309
 OK0309.Superseded values are not recommended for survey control.
 OK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0309.See file dsdata.txt to determine how the superseded data were derived.
 OK0309
 OK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN418831(NAD 83)
 OK0309_MARKER: DB = BENCH MARK DISK
 OK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0309_SP_SET: CONCRETE POST
 OK0309_STAMPING: C 99 1934
 OK0309_MARK LOGO: CGS   
 OK0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0309+STABILITY: SURFACE MOTION
 OK0309
 OK0309  HISTORY     - Date     Condition        Report By
 OK0309  HISTORY     - 1934     MONUMENTED       CGS
 OK0309  HISTORY     - 19920826 GOOD             MIDT
 OK0309  HISTORY     - 19990101 MARK NOT FOUND   SDI
 OK0309  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0309
 OK0309                          STATION DESCRIPTION
 OK0309
 OK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0309'AT GREENVILLE.
 OK0309'AT GREENVILLE, 47 FEET FROM THE NORTHEAST CORNER OF THE GRAND
 OK0309'TRUNK RAILWAY STATION, 36 FEET FROM THE SOUTH RAIL OF THE PERE
 OK0309'MARQUETTE RAILWAY, 9 FEET NORTH OF THE NORTH RAIL OF THE GRAND
 OK0309'TRUNK RAILWAY, AND 7 FEET FROM THE SOUTHWEST CORNER OF A SWITCH
 OK0309'TOWER.  A STANDARD DISK, STAMPED C 99 1934 AND SET IN THE TOP
 OK0309'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0309
 OK0309                          STATION RECOVERY (1992)
 OK0309
 OK0309'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 OK0309'RECOVERED IN GOOD CONDITION.
 OK0309
 OK0309                          STATION RECOVERY (1999)
 OK0309
 OK0309'RECOVERY NOTE BY SDI CONSULTANTS 1999 (RL)
 OK0309'THIS MARK WAS NOT FOUND MY OUR SURVEY CREW IN JANUARY OF 1999.  DUE TO
 OK0309'HEAVY CONSTRUCTION IN THE AREA, IT IS LIKELY THAT THE MONUMENT WAS
 OK0309'DESTROYED.
 OK0309
 OK0309                          STATION RECOVERY (2001)
 OK0309
 OK0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0309'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1317 ***********************************************************************
 RJ1317  DESIGNATION -  C C6M 090
 RJ1317  PID         -  RJ1317
 RJ1317  STATE/COUNTY-  MI/CHIPPEWA
 RJ1317  USGS QUAD   -  OAK RIDGE (1976)
 RJ1317
 RJ1317                         *CURRENT SURVEY CONTROL
 RJ1317  ___________________________________________________________________
 RJ1317* NAD 83(1994)-  46 19 38.60319(N)    084 08 44.22980(W)     ADJUSTED  
 RJ1317* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1317  ___________________________________________________________________
 RJ1317  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 RJ1317  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ1317
 RJ1317  HORZ ORDER  -  SECOND
 RJ1317
 RJ1317.The horizontal coordinates were established by classical geodetic methods
 RJ1317.and adjusted by the National Geodetic Survey in February 1997..
 RJ1317
 RJ1317.The orthometric height was scaled from a topographic map.
 RJ1317
 RJ1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1317
 RJ1317.The geoid height was determined by GEOID03.
 RJ1317
 RJ1317;                    North         East     Units Scale Factor Converg.
 RJ1317;SPC MI N     -   175,569.273 8,219,733.245   MT  0.99990310   +2 03 47.2
 RJ1317;SPC MI N     -   576,014.68 26,967,628.76   iFT  0.99990310   +2 03 47.2
 RJ1317;UTM  16      - 5,134,383.854   719,710.008   MT  1.00019342   +2 03 55.4
 RJ1317
 RJ1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1317!SPC MI N     -   0.99997674  x   0.99990310  =   0.99987984
 RJ1317!UTM  16      -   0.99997674  x   1.00019342  =   1.00017016
 RJ1317
 RJ1317                          SUPERSEDED SURVEY CONTROL
 RJ1317
 RJ1317  NAD 83(1986)-  46 19 38.59556(N)    084 08 44.22503(W) AD(       ) 2
 RJ1317
 RJ1317.Superseded values are not recommended for survey control.
 RJ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1317.See file dsdata.txt to determine how the superseded data were derived.
 RJ1317
 RJ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1971034384(NAD 83)
 RJ1317_MARKER: I = METAL ROD
 RJ1317_SETTING: 80 = SET IN A BOULDER
 RJ1317_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RJ1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1317+STABILITY: SURFACE MOTION
 RJ1317
 RJ1317  HISTORY     - Date     Condition        Report By
 RJ1317  HISTORY     - 1988     MONUMENTED       USE
 RJ1317
 RJ1317                          STATION DESCRIPTION
 RJ1317
 RJ1317'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1317'THE STATION IS LOCATED ABOUT 24.5 KM (15.2 MI) SOUTHEAST OF SAULT STE
 RJ1317'MARIE, 37.0 KM (23.0 MI) EAST-NORTHEAST OF RUDYARD AND 31.5 KM (25.8
 RJ1317'MI)
 RJ1317'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 3, SEC 12, T45N-R2E.
 RJ1317'OWNERSHIP---BAYWALD INC., A MICHIGAN CORPORATION
 RJ1317'
 RJ1317'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU
 RJ1317'MI,
 RJ1317'TRAVEL EAST 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN
 RJ1317'LEFT AND TRAVEL NORTH FOR 3.7 KM (2.3 MI)
 RJ1317'ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1317'CHARLOTTE RIVER, AT THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1317'GRAVEL
 RJ1317'ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.
 RJ1317'BY BOAT TRAVEL UPRIVER FOR
 RJ1317'25 MINUTES ALONG MIDDLE NEEBISH CHANNEL TO END OF DIKE ON NORTH SIDE
 RJ1317'OF CHANNEL, PROCEED NORTH FOR 1500 FT TO SHORE WHERE STATION IS
 RJ1317'LOCATED.
 RJ1317'
 RJ1317'THE STATION IS A 1 INCH SQUARE ROD EMBEDDED IN TOP OF A LARGE
 RJ1317'BOULDER LOCATED APPROXIMATELY 30.5 METERS (100 FT) INLAND FROM
 RJ1317'SHORE.
 RJ1317'
 RJ1317'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0766 ***********************************************************************
 OJ0766  DESIGNATION -  C OF E DA
 OJ0766  PID         -  OJ0766
 OJ0766  STATE/COUNTY-  MI/SANILAC
 OJ0766  USGS QUAD   -  CROSWELL (1976)
 OJ0766
 OJ0766                         *CURRENT SURVEY CONTROL
 OJ0766  ___________________________________________________________________
 OJ0766* NAD 83(1994)-  43 16 10.65360(N)    082 31 22.24236(W)     ADJUSTED  
 OJ0766* NAVD 88     -       179.09   (+/-2cm)     587.6    (feet)  VERTCON   
 OJ0766  ___________________________________________________________________
 OJ0766  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 OJ0766  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0766
 OJ0766  HORZ ORDER  -  SECOND
 OJ0766  VERT ORDER  -  THIRD ? (See Below)
 OJ0766
 OJ0766.The horizontal coordinates were established by classical geodetic methods
 OJ0766.and adjusted by the National Geodetic Survey in February 1997..
 OJ0766
 OJ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0766.The vertical order pertains to the NGVD 29 superseded value.
 OJ0766
 OJ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0766
 OJ0766.The geoid height was determined by GEOID03.
 OJ0766
 OJ0766;                    North         East     Units Scale Factor Converg.
 OJ0766;SPC MI S     -   198,207.177 4,149,665.391   MT  0.99992937   +1 15 17.2
 OJ0766;SPC MI S     -   650,286.01 13,614,387.77   iFT  0.99992937   +1 15 17.2
 OJ0766;UTM  17      - 4,791,882.845   376,418.620   MT  0.99978787   -1 02 38.2
 OJ0766
 OJ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0766!SPC MI S     -   0.99997735  x   0.99992937  =   0.99990672
 OJ0766!UTM  17      -   0.99997735  x   0.99978787  =   0.99976523
 OJ0766
 OJ0766|---------------------------------------------------------------------|
 OJ0766| PID    Reference Object                     Distance      Geod. Az  |
 OJ0766|                                                           dddmmss.s |
 OJ0766| OJ0764 C OF E DOO                          233.141 METERS 17420     |
 OJ0766| OJ0778 LEXINGTON EPISCOPAL CH SPIRE        APPROX. 0.8 KM 2360039.2 |
 OJ0766|---------------------------------------------------------------------|
 OJ0766
 OJ0766                          SUPERSEDED SURVEY CONTROL
 OJ0766
 OJ0766  NAD 83(1986)-  43 16 10.64012(N)    082 31 22.26927(W) AD(       ) 2
 OJ0766  NAD 27      -  43 16 10.54460(N)    082 31 22.53991(W) AD(       ) 2
 OJ0766  NGVD 29 (07/19/86)  179.21   (m)          588.0    (f) LEVELING    3  
 OJ0766
 OJ0766.Superseded values are not recommended for survey control.
 OJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0766.See file dsdata.txt to determine how the superseded data were derived.
 OJ0766
 OJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7641991883(NAD 83)
 OJ0766_MARKER: DE = TRAVERSE STATION DISK
 OJ0766_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0766+WITH SETTING: PAVEMENT
 OJ0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0766+STABILITY: SURFACE MOTION
 OJ0766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0766+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0766
 OJ0766  HISTORY     - Date     Condition        Report By
 OJ0766  HISTORY     - 1979     MONUMENTED       NOS
 OJ0766  HISTORY     - 1980     GOOD             NOS
 OJ0766  HISTORY     - 19940728 GOOD             USPSQD
 OJ0766  HISTORY     - 20050501 GOOD             USPSQD
 OJ0766
 OJ0766                          STATION DESCRIPTION
 OJ0766
 OJ0766'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0766'THE STATION IS LOCATED AT LEXINGTON,MICHIGAN ON THE INNER END OF
 OJ0766'THE EAST BREAKWATER.
 OJ0766'
 OJ0766'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0766'LEXINGTON GO NORTH ON M 25 FOR ONE BLOCK TO SIMON STREET. TURN
 OJ0766'RIGHT ON SIMON STREET AND GO EAST TO THE END OF THE ROAD AND THE
 OJ0766'AREA OF THE WESTERLY END OF THE EAST BREAKWATER.WALK OUT ON THE
 OJ0766'BREAKWATER TO SECOND ANGLE IN BREAKWATER AND AREA OF STATION.
 OJ0766'
 OJ0766'THE STATION IS A STANDARD C OF E DISK
 OJ0766'STAMPED---BLANK---,
 OJ0766'CEMENTED INTO A DRILL HOLE,FLUSH WITH THE TOP OF THE CONCRETE.
 OJ0766'IT IS LOCATED,4.8 FEET NORTH FROM NORTH POST OF SOUTH HANDRAIL,
 OJ0766'3.8 FEET EAST FROM EAST METAL POST OF WEST HANDRAIL.
 OJ0766'
 OJ0766'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0766'
 OJ0766'DESCRIBED BY T.D.KUCHCIAK
 OJ0766
 OJ0766                          STATION RECOVERY (1980)
 OJ0766
 OJ0766'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0766'THE STATION WAS RECOVERED AS DESCRIBED IN 1979  DESCRIPTION.
 OJ0766'
 OJ0766'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0766
 OJ0766                          STATION RECOVERY (1994)
 OJ0766
 OJ0766'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0766'RECOVERED IN GOOD CONDITION.
 OJ0766
 OJ0766                          STATION RECOVERY (2005)
 OJ0766
 OJ0766'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0769 ***********************************************************************
 OJ0769  DESIGNATION -  C OF E DAY
 OJ0769  PID         -  OJ0769
 OJ0769  STATE/COUNTY-  MI/SANILAC
 OJ0769  USGS QUAD   -  CROSWELL (1976)
 OJ0769
 OJ0769                         *CURRENT SURVEY CONTROL
 OJ0769  ___________________________________________________________________
 OJ0769* NAD 83(1994)-  43 16 11.77449(N)    082 31 27.49320(W)     ADJUSTED  
 OJ0769* NAVD 88     -       179.14   (+/-2cm)     587.7    (feet)  VERTCON   
 OJ0769  ___________________________________________________________________
 OJ0769  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 OJ0769  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0769
 OJ0769  HORZ ORDER  -  SECOND
 OJ0769  VERT ORDER  -  THIRD ? (See Below)
 OJ0769
 OJ0769.The horizontal coordinates were established by classical geodetic methods
 OJ0769.and adjusted by the National Geodetic Survey in February 1997..
 OJ0769
 OJ0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0769.The vertical order pertains to the NGVD 29 superseded value.
 OJ0769
 OJ0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0769
 OJ0769.The geoid height was determined by GEOID03.
 OJ0769
 OJ0769;                    North         East     Units Scale Factor Converg.
 OJ0769;SPC MI S     -   198,239.165 4,149,546.259   MT  0.99992941   +1 15 13.6
 OJ0769;SPC MI S     -   650,390.96 13,613,996.91   iFT  0.99992941   +1 15 13.6
 OJ0769;UTM  17      - 4,791,919.581   376,300.884   MT  0.99978823   -1 02 41.8
 OJ0769
 OJ0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0769!SPC MI S     -   0.99997734  x   0.99992941  =   0.99990676
 OJ0769!UTM  17      -   0.99997734  x   0.99978823  =   0.99976558
 OJ0769
 OJ0769                          SUPERSEDED SURVEY CONTROL
 OJ0769
 OJ0769  NAD 83(1986)-  43 16 11.76103(N)    082 31 27.52011(W) AD(       ) 2
 OJ0769  NAD 27      -  43 16 11.66557(N)    082 31 27.79054(W) AD(       ) 2
 OJ0769  NGVD 29 (07/19/86)  179.26   (m)          588.1    (f) LEVELING    3  
 OJ0769
 OJ0769.Superseded values are not recommended for survey control.
 OJ0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0769.See file dsdata.txt to determine how the superseded data were derived.
 OJ0769
 OJ0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7630191920(NAD 83)
 OJ0769_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0769_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0769+WITH SETTING: PAVEMENT
 OJ0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0769+STABILITY: SURFACE MOTION
 OJ0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0769+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0769
 OJ0769  HISTORY     - Date     Condition        Report By
 OJ0769  HISTORY     - 1979     MONUMENTED       NOS
 OJ0769  HISTORY     - 19940728 GOOD             USPSQD
 OJ0769  HISTORY     - 20050501 GOOD             USPSQD
 OJ0769
 OJ0769                          STATION DESCRIPTION
 OJ0769
 OJ0769'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0769'THE STATION IS LOCATED IN LEXINGTON,MICHIGAN ON THE INNER END OF
 OJ0769'THE EAST BREAKWATER.
 OJ0769'
 OJ0769'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0769'LEXINGTON GO NORTH ON M 25 FOR ONE BLOCK TO SIMON STREET. TURN
 OJ0769'RIGHT ON SIMON STREET AND GO EAST TO THE END OF THE ROAD AND THE
 OJ0769'AREA OF THE END OF THE EAST BREAKWATER.WALK OUT ON THE BREAKWATER
 OJ0769'TO THE FIRST ANGLE IN THE BREAKWATER AND THE AREA OF THE STATION.
 OJ0769'THE STATION IS IN THE MOST NORTHERLY ANGLE ON THE EAST BREAKWATER.
 OJ0769'
 OJ0769'THE STATION IS A STANDARD C OF E DISK
 OJ0769'STAMPED---BLANK---,
 OJ0769'SET INTO A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE.
 OJ0769'
 OJ0769'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0769'
 OJ0769'DESCRIBED BY T.D.KUCHCIAK
 OJ0769
 OJ0769                          STATION RECOVERY (1994)
 OJ0769
 OJ0769'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0769'RECOVERED IN GOOD CONDITION.
 OJ0769
 OJ0769                          STATION RECOVERY (2005)
 OJ0769
 OJ0769'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0764 ***********************************************************************
 OJ0764  DESIGNATION -  C OF E DOO
 OJ0764  PID         -  OJ0764
 OJ0764  STATE/COUNTY-  MI/SANILAC
 OJ0764  USGS QUAD   -  CROSWELL (1976)
 OJ0764
 OJ0764                         *CURRENT SURVEY CONTROL
 OJ0764  ___________________________________________________________________
 OJ0764* NAD 83(1994)-  43 16 03.13581(N)    082 31 21.22221(W)     ADJUSTED  
 OJ0764* NAVD 88     -       179.14   (+/-2cm)     587.7    (feet)  VERTCON   
 OJ0764  ___________________________________________________________________
 OJ0764  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 OJ0764  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0764
 OJ0764  HORZ ORDER  -  SECOND
 OJ0764  VERT ORDER  -  THIRD ? (See Below)
 OJ0764
 OJ0764.The horizontal coordinates were established by classical geodetic methods
 OJ0764.and adjusted by the National Geodetic Survey in February 1997..
 OJ0764
 OJ0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0764.The vertical order pertains to the NGVD 29 superseded value.
 OJ0764
 OJ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0764
 OJ0764.The geoid height was determined by GEOID03.
 OJ0764
 OJ0764;                    North         East     Units Scale Factor Converg.
 OJ0764;SPC MI S     -   197,975.749 4,149,693.470   MT  0.99992913   +1 15 17.9
 OJ0764;SPC MI S     -   649,526.74 13,614,479.89   iFT  0.99992913   +1 15 17.9
 OJ0764;UTM  17      - 4,791,650.511   376,437.392   MT  0.99978781   -1 02 37.3
 OJ0764
 OJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0764!SPC MI S     -   0.99997735  x   0.99992913  =   0.99990648
 OJ0764!UTM  17      -   0.99997735  x   0.99978781  =   0.99976516
 OJ0764
 OJ0764:                Primary Azimuth Mark                     Grid Az
 OJ0764:SPC MI S     -  LEXINGTON EPISCOPAL CH SPIRE             251 15 59.1
 OJ0764:UTM  17      -  LEXINGTON EPISCOPAL CH SPIRE             253 33 54.3
 OJ0764
 OJ0764|---------------------------------------------------------------------|
 OJ0764| PID    Reference Object                     Distance      Geod. Az  |
 OJ0764|                                                           dddmmss.s |
 OJ0764| OJ0778 LEXINGTON EPISCOPAL CH SPIRE        APPROX. 0.7 KM 2523117.0 |
 OJ0764| OJ0766 C OF E DA                           233.141 METERS 35420     |
 OJ0764|---------------------------------------------------------------------|
 OJ0764
 OJ0764                          SUPERSEDED SURVEY CONTROL
 OJ0764
 OJ0764  NAD 83(1986)-  43 16 03.12233(N)    082 31 21.24917(W) AD(       ) 2
 OJ0764  NAD 27      -  43 16 03.02675(N)    082 31 21.51998(W) AD(       ) 2
 OJ0764  NGVD 29 (07/19/86)  179.26   (m)          588.1    (f) LEVELING    3  
 OJ0764
 OJ0764.Superseded values are not recommended for survey control.
 OJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0764.See file dsdata.txt to determine how the superseded data were derived.
 OJ0764
 OJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7643791651(NAD 83)
 OJ0764_MARKER: DE = TRAVERSE STATION DISK
 OJ0764_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0764+WITH SETTING: PAVEMENT
 OJ0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0764+STABILITY: SURFACE MOTION
 OJ0764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0764+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0764
 OJ0764  HISTORY     - Date     Condition        Report By
 OJ0764  HISTORY     - 1979     MONUMENTED       NOS
 OJ0764  HISTORY     - 1980     GOOD             NOS
 OJ0764  HISTORY     - 19940728 GOOD             USPSQD
 OJ0764  HISTORY     - 20050501 GOOD             USPSQD
 OJ0764
 OJ0764                          STATION DESCRIPTION
 OJ0764
 OJ0764'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0764'THE STATION IS LOCATED AT LEXINGTON,MICHIGAN ON THE INNER END
 OJ0764'OF THE EAST BREAKWATER.
 OJ0764'
 OJ0764'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0764'LEXINGTON GO NORTH ON M 25 ONE BLOCK TO SIMON STREET.TURN RIGHT
 OJ0764'ON SIMON STREET AND GO EAST TO THE END OF THE ROAD AND THE WEST
 OJ0764'END OF THE BREAKWATER,WALK OUT ON THE BREAKWATER TO THE
 OJ0764'THIRD ANGLE AND THE AREA OF THE STATION.
 OJ0764'
 OJ0764'THE STATION IS A STANDARD C OF E DISK
 OJ0764'STAMPED---BLANK---,
 OJ0764'CEMENTED INTO A DRILL HOLE,FLUSH WITH THE TOP OF THE CONCRETE.
 OJ0764'IT IS LOCATED 631 FEET NORTH FROM THE EAST BREAKWATER LIGHT,
 OJ0764'4.0 FEET WEST FROM THE EAST ANGLE IN THE WALK,
 OJ0764'2.2 FEET NORTHEAST FROM NORTH METAL POST OF SOUTH HANDRAIL
 OJ0764'SECTION.
 OJ0764'
 OJ0764'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0764'
 OJ0764'DESCRIBED BY T.D.KUCHCIAK
 OJ0764
 OJ0764                          STATION RECOVERY (1980)
 OJ0764
 OJ0764'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0764'THE STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 OJ0764'
 OJ0764'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0764
 OJ0764                          STATION RECOVERY (1994)
 OJ0764
 OJ0764'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0764'RECOVERED IN GOOD CONDITION.
 OJ0764
 OJ0764                          STATION RECOVERY (2005)
 OJ0764
 OJ0764'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0770 ***********************************************************************
 OJ0770  DESIGNATION -  C OF E JAM
 OJ0770  PID         -  OJ0770
 OJ0770  STATE/COUNTY-  MI/SANILAC
 OJ0770  USGS QUAD   -  CROSWELL (1976)
 OJ0770
 OJ0770                         *CURRENT SURVEY CONTROL
 OJ0770  ___________________________________________________________________
 OJ0770* NAD 83(1994)-  43 16 06.32810(N)    082 31 32.21070(W)     ADJUSTED  
 OJ0770* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 OJ0770  ___________________________________________________________________
 OJ0770  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 OJ0770  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0770
 OJ0770  HORZ ORDER  -  SECOND
 OJ0770
 OJ0770.The horizontal coordinates were established by classical geodetic methods
 OJ0770.and adjusted by the National Geodetic Survey in February 1997..
 OJ0770
 OJ0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0770
 OJ0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0770
 OJ0770.The geoid height was determined by GEOID03.
 OJ0770
 OJ0770;                    North         East     Units Scale Factor Converg.
 OJ0770;SPC MI S     -   198,068.812 4,149,443.583   MT  0.99992923   +1 15 10.4
 OJ0770;SPC MI S     -   649,832.06 13,613,660.05   iFT  0.99992923   +1 15 10.4
 OJ0770;UTM  17      - 4,791,753.507   376,191.474   MT  0.99978856   -1 02 44.9
 OJ0770
 OJ0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0770!SPC MI S     -   0.99997757  x   0.99992923  =   0.99990681
 OJ0770!UTM  17      -   0.99997757  x   0.99978856  =   0.99976614
 OJ0770
 OJ0770|---------------------------------------------------------------------|
 OJ0770| PID    Reference Object                     Distance      Geod. Az  |
 OJ0770|                                                           dddmmss.s |
 OJ0770| OJ0769 C OF E DAY                          198.918 METERS 03220     |
 OJ0770| OJ0766 C OF E DA                           261.444 METERS 05918     |
 OJ0770| OJ0764 C OF E DOO                          266.672 METERS 11141     |
 OJ0770| OJ0767 LEXINGTON W BRK LT                  203.806 METERS 12059     |
 OJ0770| OJ0765 LEXINGTON E BRK LT                  304.781 METERS 13033     |
 OJ0770| OJ0768 H 32 MI 79                          APPROX. 1.9 KM 1760603.0 |
 OJ0770|---------------------------------------------------------------------|
 OJ0770
 OJ0770                          SUPERSEDED SURVEY CONTROL
 OJ0770
 OJ0770  NAD 83(1986)-  43 16 06.31465(N)    082 31 32.23764(W) AD(       ) 2
 OJ0770  NAD 27      -  43 16 06.21920(N)    082 31 32.50802(W) AD(       ) 2
 OJ0770  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 OJ0770
 OJ0770.Superseded values are not recommended for survey control.
 OJ0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0770.See file dsdata.txt to determine how the superseded data were derived.
 OJ0770
 OJ0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7619191754(NAD 83)
 OJ0770_MARKER: DE = TRAVERSE STATION DISK
 OJ0770_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0770+WITH SETTING: PAVEMENT
 OJ0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0770+STABILITY: SURFACE MOTION
 OJ0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0770+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0770
 OJ0770  HISTORY     - Date     Condition        Report By
 OJ0770  HISTORY     - 1979     MONUMENTED       NOS
 OJ0770  HISTORY     - 19940728 GOOD             USPSQD
 OJ0770  HISTORY     - 20050501 GOOD             USPSQD
 OJ0770
 OJ0770                          STATION DESCRIPTION
 OJ0770
 OJ0770'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0770'THE STATION IS LOCATED IN LEXINGTON,MICHIGAN.
 OJ0770'
 OJ0770'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90
 OJ0770'IN LEXINGTON GO EAST ON HURON STREET TO THE END OF THE ROAD
 OJ0770'AND THE DOCKLINE, 30 FEET SOUTH OF THE END OF THE ROAD.
 OJ0770'
 OJ0770'THE STATION IS A STANDARD C OF E DISK
 OJ0770'STAMPED---BLANK---,
 OJ0770'CEMENTED INTO A DRILL HOLE IN TOP OF A CONCRETE AND STEEL
 OJ0770'PILE DOCKLINE.IT IS LOCATED,
 OJ0770'130 FEET NORTHEAST FROM THE NORTHEAST CORNER OF THE WINDJAMMER
 OJ0770'RESTURANT,
 OJ0770'48.4 FEET NORTH FROM THE SOUTHEAST CORNER OF THE DOCKLINE,
 OJ0770'2.8 FEET SOUTH FROM THE NORTH EDGE OF THE DOCKLINE,AND
 OJ0770'3.3 FEET WEST FROM THE EAST EDGE OF THE DOCKLINE.STATION IS
 OJ0770'FLUSH WITH THE EXISTING GROUND.
 OJ0770'
 OJ0770'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0770'
 OJ0770'DESCRIBED BY T.D.KUCHCIAK
 OJ0770
 OJ0770                          STATION RECOVERY (1994)
 OJ0770
 OJ0770'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0770'RECOVERED IN GOOD CONDITION.
 OJ0770
 OJ0770                          STATION RECOVERY (2005)
 OJ0770
 OJ0770'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0770'STATION DESCRIPTION IS ACCURATE REGARDING DIRECTIONS, BUT NAME OF
 OJ0770'RESTURANT HAS CHANGED FROM THE WINDJAMMER TO THE LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0587 ***********************************************************************
 PL0587  DESIGNATION -  CABERFAE
 PL0587  PID         -  PL0587
 PL0587  STATE/COUNTY-  MI/WEXFORD
 PL0587  USGS QUAD   -  HOXEYVILLE (1987)
 PL0587
 PL0587                         *CURRENT SURVEY CONTROL
 PL0587  ___________________________________________________________________
 PL0587* NAD 83(1994)-  44 13 22.61618(N)    085 41 59.71424(W)     ADJUSTED  
 PL0587* NAVD 88     -       352.1    (meters)    1155.     (feet)  GPS OBS   
 PL0587  ___________________________________________________________________
 PL0587  X           -     343,293.509 (meters)                     COMP
 PL0587  Y           -  -4,565,572.859 (meters)                     COMP
 PL0587  Z           -   4,426,100.099 (meters)                     COMP
 PL0587  LAPLACE CORR-           6.64  (seconds)                    DEFLEC99
 PL0587  ELLIP HEIGHT-         318.19  (meters)          (07/17/02) GPS OBS
 PL0587  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 PL0587
 PL0587  HORZ ORDER  -  FIRST
 PL0587  ELLP ORDER  -  FOURTH    CLASS I
 PL0587
 PL0587.The horizontal coordinates were established by GPS observations
 PL0587.and adjusted by the National Geodetic Survey in February 1997..
 PL0587
 PL0587.The orthometric height was determined by GPS observations and a
 PL0587.high-resolution geoid model.
 PL0587
 PL0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0587
 PL0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0587
 PL0587.The ellipsoidal height was determined by GPS observations
 PL0587.and is referenced to NAD 83.
 PL0587
 PL0587.The geoid height was determined by GEOID03.
 PL0587
 PL0587;                    North         East     Units Scale Factor Converg.
 PL0587;SPC MI C     -   101,583.697 5,893,471.761   MT  0.99999115   -0 56 30.6
 PL0587;SPC MI C     -   333,279.85 19,335,537.27   iFT  0.99999115   -0 56 30.6
 PL0587;UTM  16      - 4,897,457.528   603,841.859   MT  0.99973262   +0 54 24.6
 PL0587
 PL0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0587!SPC MI C     -   0.99995011  x   0.99999115  =   0.99994126
 PL0587!UTM  16      -   0.99995011  x   0.99973262  =   0.99968274
 PL0587
 PL0587                          SUPERSEDED SURVEY CONTROL
 PL0587
 PL0587  ELLIP H (02/03/97)  318.23   (m)                       GP(       ) 4 1
 PL0587  NAD 83(1986)-  44 13 22.61634(N)    085 41 59.71669(W) AD(       ) 1
 PL0587
 PL0587.Superseded values are not recommended for survey control.
 PL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0587.See file dsdata.txt to determine how the superseded data were derived.
 PL0587
 PL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP0384297458(NAD 83)
 PL0587_MARKER: DD = SURVEY DISK
 PL0587_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PL0587_SP_SET: PREFAB CONC. POST IN CONCRETE
 PL0587_STAMPING: CABERFAE 1991
 PL0587_MARK LOGO: USFS  
 PL0587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0587+STABILITY: SURFACE MOTION
 PL0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0587+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PL0587
 PL0587  HISTORY     - Date     Condition        Report By
 PL0587  HISTORY     - 1991     MONUMENTED       USFS
 PL0587  HISTORY     - 19960705 GOOD             USPSQD
 PL0587
 PL0587                          STATION DESCRIPTION
 PL0587
 PL0587'DESCRIBED BY US FOREST SERVICE 1991
 PL0587'FROM THE INTERSECTION OF M-55 AND BUSINESS US-131 IN DOWNTOWN CADILLAC
 PL0587'PROCEED WESTERLY ALONG M-55, 16.6 MI (26.7 KM) TO STATION ON RIGHT, 31
 PL0587'FT (9.4 M) EAST OF THE CENTERLINE OF S.13 ROAD, 61 FT (18.6 M) NORTH
 PL0587'OF THE CENTERLINE OF M-55, 7 FT (2.1 M) NORTHEAST OF CONCRETE CURBING
 PL0587'FOR ENTRANCE TO S.13 ROAD, 1 FT (0.3 M) SOUTHWEST OF A FIBERGLASS
 PL0587'POST. MAP POSITION IS NEAR THE SOUTHWEST CORNER OF SECTION 7 T21N
 PL0587'R11W. STATION MARK IS COMPOSED OF A 3 INCH DIAMETER BRASS CAP ATOP A 5
 PL0587'INCH SQUARE BY 36 INCH LONG CONCRETE MONUMENT, WITH REINFORCING ROD,
 PL0587'SET 4 INCHES BELOW THE SURFACE AND SURROUNDED BY 100 POUNDS OF
 PL0587'REDI-MIX.
 PL0587
 PL0587                          STATION RECOVERY (1996)
 PL0587
 PL0587'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0517 ***********************************************************************
 PL0517  DESIGNATION -  CAD
 PL0517  PID         -  PL0517
 PL0517  STATE/COUNTY-  MI/WEXFORD
 PL0517  USGS QUAD   -  
 PL0517
 PL0517                         *CURRENT SURVEY CONTROL
 PL0517  ___________________________________________________________________
 PL0517* NAD 83(1994)-  44 15 29.30166(N)    085 23 44.83134(W)     ADJUSTED  
 PL0517* NAVD 88     -       437.7    (meters)    1436.     (feet)  VERTCON   
 PL0517  ___________________________________________________________________
 PL0517  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 PL0517  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 PL0517
 PL0517  HORZ ORDER  -  SECOND
 PL0517
 PL0517.The horizontal coordinates were established by classical geodetic methods
 PL0517.and adjusted by the National Geodetic Survey in February 1997..
 PL0517
 PL0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0517
 PL0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0517
 PL0517.The geoid height was determined by GEOID03.
 PL0517
 PL0517;                    North         East     Units Scale Factor Converg.
 PL0517;SPC MI C     -   105,139.691 5,917,820.479   MT  0.99998369   -0 43 37.1
 PL0517;SPC MI C     -   344,946.49 19,415,421.52   iFT  0.99998369   -0 43 37.1
 PL0517;UTM  16      - 4,901,795.762   628,057.902   MT  0.99980168   +1 07 11.0
 PL0517
 PL0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0517!SPC MI C     -   0.99993658  x   0.99998369  =   0.99992027
 PL0517!UTM  16      -   0.99993658  x   0.99980168  =   0.99973828
 PL0517
 PL0517|---------------------------------------------------------------------|
 PL0517| PID    Reference Object                     Distance      Geod. Az  |
 PL0517|                                                           dddmmss.s |
 PL0517| CH1780 CAD RM 1                             10.138 METERS 02123     |
 PL0517| PL0516 CADILLAC MUNICIPAL TANK             114.404 METERS 17124     |
 PL0517| CH1781 CAD RM 2                             11.826 METERS 27124     |
 PL0517| PL0519 CAD AZ MK                           APPROX. 2.9 KM 3311734.5 |
 PL0517|---------------------------------------------------------------------|
 PL0517
 PL0517                          SUPERSEDED SURVEY CONTROL
 PL0517
 PL0517  NAD 83(1986)-  44 15 29.29965(N)    085 23 44.83286(W) AD(       ) 2
 PL0517  NAD 27      -  44 15 29.27112(N)    085 23 44.64406(W) AD(       ) 2
 PL0517  NGVD 29 (07/19/86)  437.8    (m)         1436.     (f) VERT ANG       
 PL0517
 PL0517.Superseded values are not recommended for survey control.
 PL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0517.See file dsdata.txt to determine how the superseded data were derived.
 PL0517
 PL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2805801796(NAD 83)
 PL0517_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0517_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0517
 PL0517  HISTORY     - Date     Condition        Report By
 PL0517  HISTORY     - 1980     MONUMENTED       NGS
 PL0517  HISTORY     - 1980     GOOD             MIDH
 PL0517  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0517
 PL0517                          STATION DESCRIPTION
 PL0517
 PL0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0517'THE STATION IS LOCATED IN THE NORTHEAST PART OF CADILLAC,
 PL0517'AT THE DIGGINS PARK SKI AREA, AND IN THE NW1/4,S34,T22N,R9W
 PL0517'OF HARING TOWNSHIP.  PERMISSION FOR THE STATION WAS OBTAINED
 PL0517'FROM MR. CARL COX, ASSISTANT CITY ENGINEER, CITY OF CADILLAC,
 PL0517'CADILLAC, MI 49601.  TELEPHONE NUMBER 616-775-0181.
 PL0517'
 PL0517'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 131
 PL0517'(MITCHELL STREET) AND EAST NORTH STREET IN CADILLAC, GO
 PL0517'EAST ON EAST NORTH STREET FOR 0.6 KM (0.4 MI) TO A DIRT
 PL0517'DRIVEWAY AND PARKING AREA ON THE LEFT.  TURN LEFT CROSSING
 PL0517'THE PARKING AREA FOR 0.1 KM (0.05 MI) TO A GATE.  PASS
 PL0517'THROUGH THE GATE FOLLOWING A GRAVELED ROAD FOR 0.1 KM
 PL0517'(0.05 MI) TO THE HIGHEST PART OF A KNOLL AND THE STATION.
 PL0517'
 PL0517'THE STATION IS A STANDARD NGS DISK
 PL0517'STAMPED---CAD 1980---,
 PL0517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0517'FLUSH WITH GROUND.  IT IS LOCATED
 PL0517'57.3 METERS (188.0 FT) NORTH FROM THE CENTER OF EAST NORTH STREET,
 PL0517'12.85 METERS (42.16 FT) EAST FROM THE SOUTHEAST CORNER OF A
 PL0517'WOOD FRAME BUILDING, AND
 PL0517'11.50 METERS (37.73 FT) EAST-SOUTHEAST FROM A POWER POLE.
 PL0517'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0517'STAMPED---CAD 1980---,
 PL0517'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0517'
 PL0517'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PL0517'STAMPED---CAD NO 1 1980---,
 PL0517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0517'FLUSH WITH GROUND.  IT IS LOCATED
 PL0517'13.3 METERS (43.64 FT) NORTHEAST FROM THE POWER POLE,
 PL0517'8.9 METERS (29.2 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 PL0517'A CONCRETE BLOCK BUILDING, AND
 PL0517'0.67 METER (2.2 FT) SOUTH FROM A METAL WITNESS POST.
 PL0517'MARK IS LEVEL WITH STATION.
 PL0517'
 PL0517'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PL0517'STAMPED---CAD NO 2 1980---,
 PL0517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0517'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0517'7.0 METERS (22.96 FT) SOUTH FROM THE POWER POLE,
 PL0517'1.53 METERS (5.0 FT) EAST FROM THE SOUTHEAST CORNER OF
 PL0517'THE WOOD FRAME BUILDING, AND
 PL0517'1.485 METERS (4.87 FT) EAST FROM A METAL WITNESS POST.
 PL0517'MARK IS LEVEL WITH STATION.
 PL0517'
 PL0517'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 PL0517'STAMPED---CAD 1980---,
 PL0517'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0517'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 PL0517'10.71 METERS (53.1 FT) NORTHWEST FROM THE CENTER OF A DOUBLE GATE,
 PL0517'5.69 METERS (18.6 FT) NORTH-NORTHEAST FROM THE ENTRANCE TO THE
 PL0517'AIRPORT LOUNGE, AND
 PL0517'2.58 METERS (8.5 FT) EAST FROM THE NORTHEAST CORNER OF THE
 PL0517'AIRPORT LOUNGE.
 PL0517'TO REACH AZIMUTH MARK FROM THE STATION PROCEED WEST ON EAST
 PL0517'NORTH STREET FOR 0.6 KM (0.4 MI) TO MITCHELL STREET.  TURN
 PL0517'RIGHT AND GO NORTH ON MITCHELL STREET FOR 3.0 KM (1.85 MI)
 PL0517'TO A CROSSROAD AND A CAUTION LIGHT.  TURN LEFT AND GO WEST
 PL0517'ON A PAVED STREET FOR 0.5 KM (0.3 MI) TO THE AIRPORT ON
 PL0517'THE LEFT.  TURN LEFT AND GO SOUTH ON A PAVED ROAD FOR
 PL0517'150 FEET TO THE AZIMUTH MARK ON THE RIGHT.
 PL0517'
 PL0517'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A METAL
 PL0517'POLE ON LINE.
 PL0517'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0517'AN EDM TIE WAS MADE TO TRIANGULATION STATION MANTON 1931.
 PL0517'
 PL0517'DESCRIBED BY J.A. KERSHNER.
 PL0517
 PL0517                          STATION RECOVERY (1980)
 PL0517
 PL0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (JHC)
 PL0517'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 PL0517'RECOVERED IN GOOD CONDITION.  DISTANCE AND DIRECTION COMPARE
 PL0517'FAVORABLY WITH 1980 DATA.
 PL0517'
 PL0517'TO REACH AND STATION DESCRIPTION OF 1980 IS GOOD.
 PL0517'
 PL0517'PERMISSION TO USE STATION CAN BE OBTAINED FROM CARL COX,
 PL0517'ASSISTANT CITY ENGINEER, CITY OF CADILLAC, CADILLAC, MICHIGAN, 49601.
 PL0517'TELEPHONE NUMBER 616 775 0181.
 PL0517
 PL0517                          STATION RECOVERY (1996)
 PL0517
 PL0517'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0519 ***********************************************************************
 PL0519  DESIGNATION -  CAD AZ MK
 PL0519  PID         -  PL0519
 PL0519  STATE/COUNTY-  MI/WEXFORD
 PL0519  USGS QUAD   -  
 PL0519
 PL0519                         *CURRENT SURVEY CONTROL
 PL0519  ___________________________________________________________________
 PL0519* NAD 83(1994)-  44 16 50.86572(N)    085 24 47.01204(W)     ADJUSTED  
 PL0519* NAVD 88     -       395.1    (meters)    1296.     (feet)  GPS OBS   
 PL0519  ___________________________________________________________________
 PL0519  X           -     365,791.254 (meters)                     COMP
 PL0519  Y           -  -4,559,356.750 (meters)                     COMP
 PL0519  Z           -   4,430,734.893 (meters)                     COMP
 PL0519  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PL0519  ELLIP HEIGHT-         361.82  (meters)          (02/03/97) GPS OBS
 PL0519  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 PL0519
 PL0519  HORZ ORDER  -  FIRST
 PL0519  ELLP ORDER  -  FOURTH    CLASS I
 PL0519
 PL0519.This mark is at Wexford County Airport (CAD)
 PL0519
 PL0519.The horizontal coordinates were established by GPS observations
 PL0519.and adjusted by the National Geodetic Survey in February 1997..
 PL0519
 PL0519.The orthometric height was determined by GPS observations and a
 PL0519.high-resolution geoid model.
 PL0519
 PL0519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0519
 PL0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0519
 PL0519.The ellipsoidal height was determined by GPS observations
 PL0519.and is referenced to NAD 83.
 PL0519
 PL0519.The geoid height was determined by GEOID03.
 PL0519
 PL0519;                    North         East     Units Scale Factor Converg.
 PL0519;SPC MI C     -   107,674.636 5,916,473.758   MT  0.99997908   -0 44 21.0
 PL0519;SPC MI C     -   353,263.24 19,411,003.14   iFT  0.99997908   -0 44 21.0
 PL0519;UTM  16      - 4,904,285.531   626,630.438   MT  0.99979721   +1 06 29.2
 PL0519
 PL0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0519!SPC MI C     -   0.99994327  x   0.99997908  =   0.99992235
 PL0519!UTM  16      -   0.99994327  x   0.99979721  =   0.99974049
 PL0519
 PL0519|---------------------------------------------------------------------|
 PL0519| PID    Reference Object                     Distance      Geod. Az  |
 PL0519|                                                           dddmmss.s |
 PL0519| PL0518 CADILLAC AIRPORT BEACON              14.826 METERS 03705     |
 PL0519| PL0517 CAD                                 APPROX. 2.9 KM 1511651.1 |
 PL0519|---------------------------------------------------------------------|
 PL0519
 PL0519                          SUPERSEDED SURVEY CONTROL
 PL0519
 PL0519  NAD 83(1986)-  44 16 50.86427(N)    085 24 47.01525(W) AD(       ) 1
 PL0519  NAD 83(1986)-  44 16 50.86349(N)    085 24 47.01326(W) AD(       ) 2
 PL0519  NAD 27      -  44 16 50.83602(N)    085 24 46.82087(W) AD(       ) 2
 PL0519  NGVD 29 (07/19/86)  394.8    (m)         1295.     (f) VERT ANG       
 PL0519
 PL0519.Superseded values are not recommended for survey control.
 PL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0519.See file dsdata.txt to determine how the superseded data were derived.
 PL0519
 PL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2663004286(NAD 83)
 PL0519_MARKER: DZ = AZIMUTH MARK DISK
 PL0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0519_SP_SET: CONCRETE POST
 PL0519_STAMPING: CAD 1980
 PL0519_MARK LOGO: NGS   
 PL0519_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0519+STABILITY: SURFACE MOTION
 PL0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0519+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1993
 PL0519
 PL0519  HISTORY     - Date     Condition        Report By
 PL0519  HISTORY     - 1980     MONUMENTED       NGS
 PL0519  HISTORY     - 1980     GOOD             NGS
 PL0519  HISTORY     - 19871021 GOOD             NGS
 PL0519  HISTORY     - 19930621 GOOD             MIDT
 PL0519  HISTORY     - 19960705 GOOD             USPSQD
 PL0519
 PL0519                          STATION DESCRIPTION
 PL0519
 PL0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0519'THE STATION IS LOCATED AT THE WEXFORD COUNTY AIRPORT.
 PL0519'PERMISSION FOR THE STATION WAS OBTAINED FROM
 PL0519'MR. RAYMOND L. HILL, AIRPORT MANAGER, WEXFORD COUNTY
 PL0519'AIRPORT, 8186 EAST 34TH ROAD, CADILLAC, MI 49601.
 PL0519'TELEPHONE NUMBER 616-775-4941.
 PL0519'
 PL0519'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0519'STAMPED---CAD 1980---,
 PL0519'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0519'RECESSED 1 CM BELOW THE GROUND.  IT IS LOCATED
 PL0519'10.71 METERS (53.1 FT) NORTHWEST FROM THE CENTER OF A DOUBLE GATE,
 PL0519'5.69 METERS (18.6 FT) NORTH-NORTHEAST FROM THE ENTRANCE TO THE
 PL0519'AIRPORT LOUNGE, AND
 PL0519'2.58 METERS (8.5 FT) EAST FROM THE NORTHEAST CORNER OF THE
 PL0519'AIRPORT LOUNGE.
 PL0519'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0519'STAMPED---CAD 1980---,
 PL0519'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0519'
 PL0519'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PL0519'
 PL0519'DESCRIBED BY R.L. ZURFLUH.
 PL0519
 PL0519                          STATION RECOVERY (1980)
 PL0519
 PL0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PL0519'RECOVERED IN GOOD CONDITION.
 PL0519
 PL0519                          STATION RECOVERY (1987)
 PL0519
 PL0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 PL0519'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE AIRPORT NEAR THE
 PL0519'AIRPORT BEACON.  IT IS 17.6 FT (5.4 M) NORTH OF THE NORTHEAST CORNER
 PL0519'OF THE ONE-STORY PART OF A BUILDING, 8.5 FT (2.6 M) EAST OF THE
 PL0519'NORTHEAST CORNER OF THE TWO-STORY PART OF THE BUILDING AND ON RANGE
 PL0519'WITH THE NORTH WALL, 43.1 FT (13.1 M) SOUTHWEST OF THE SOUTHWEST LEG
 PL0519'OF THE AIRPORT BEACON TOWER AND 1.5 FT (0.5 M) WEST OF THE WEST EDGE
 PL0519'OF A CONCRETE SIDEWALK.  IT IS AN NGS AZIMUTH MARK DISK STAMPED CAD
 PL0519'1980 AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 PL0519'GROUND.  NOTE, NGS PROJECT G-16456, PAGE 30.
 PL0519
 PL0519                          STATION RECOVERY (1993)
 PL0519
 PL0519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0519'STATION IS LOCATED ON QUAD 440852 ON THE CADILLAC NORTH QUADRANGLE
 PL0519'MAP. IT IS IN THE NORTHWEST 1/4 OF SECTION 28, T-22-N, R-9-W, HARING
 PL0519'TOWNSHIP.  IT IS IN THE CITY OF CADILLAC, ON THE NORTH EDGE OF THE
 PL0519'CADILLAC MUNICIPAL AIRPORT. IT IS 0.3 MI (0.5 KM) WEST OF THE
 PL0519'JUNCTION OF UNITED STATES HIGHWAY 131 AND BOON ROAD AT NORTHWOODS
 PL0519'AVIATION.
 PL0519'TO REACH FROM THE NORTH JUNCTION OF UNITED STATES HIGHWAY 131 AND
 PL0519'STATE HIGHWAY M-55 EAST IN CADILLAC, GO NORTH ALONG UNITED STATES
 PL0519'HIGHWAY 131 (MITCHELL ST) FOR 2.2 MI (3.5 KM) TO BOON ROAD. TURN LEFT
 PL0519'AND GO WEST ALONG BOON ROAD FOR 0.15 MI (0.24 KM) TO RAILROAD TRACK.
 PL0519'CROSS TRACKS AND CONTINUE WEST FOR 0.15 MI (0.24 KM) ALONG BOON ROAD
 PL0519'TO NORTHWOODS AVIATION BUILDING AND STATION ON THE LEFT AS DESCRIBED.
 PL0519'STATION IS 178.0 FT (54.3 M) SOUTH OF THE CENTER OF BOON ROAD, 47.0 FT
 PL0519'(14.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE NORTHERN MOST
 PL0519'BUILDING LINE, 35.0 FT (10.7 M) SOUTH OF THE NORTH BUILDING LINE
 PL0519'EXTENDED, 29.0 FT (8.8 M) NORTH OF THE SOUTHEAST CORNER OF THE
 PL0519'NORTHWOODS AVIATION BUILDING, AND 1.3 FT (0.4 M) WEST OF A 4 FOOT
 PL0519'(1.2 M) CONCRETE SIDEWALK. NO WITNESS POST EXIST AT THIS STATION.
 PL0519
 PL0519                          STATION RECOVERY (1996)
 PL0519
 PL0519'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8100 ***********************************************************************
 AA8100  CBN         -  This is a Cooperative Base Network Control Station.
 AA8100  PACS        -  This is a Primary Airport Control Station.
 AA8100  DESIGNATION -  CAD C
 AA8100  PID         -  AA8100
 AA8100  STATE/COUNTY-  MI/WEXFORD
 AA8100  USGS QUAD   -  
 AA8100
 AA8100                         *CURRENT SURVEY CONTROL
 AA8100  ___________________________________________________________________
 AA8100* NAD 83(1994)-  44 16 41.99475(N)    085 25 15.47659(W)     ADJUSTED  
 AA8100* NAVD 88     -       396.99   (meters)    1302.5    (feet)  GPS OBS   
 AA8100  ___________________________________________________________________
 AA8100  X           -     365,177.428 (meters)                     COMP
 AA8100  Y           -  -4,559,599.085 (meters)                     COMP
 AA8100  Z           -   4,430,540.154 (meters)                     COMP
 AA8100  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 AA8100  ELLIP HEIGHT-         363.69  (meters)          (07/12/02) GPS OBS
 AA8100  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AA8100
 AA8100  HORZ ORDER  -  B
 AA8100  ELLP ORDER  -  FOURTH    CLASS II
 AA8100
 AA8100.This mark is at Wexford County Airport (CAD)
 AA8100
 AA8100.The horizontal coordinates were established by GPS observations
 AA8100.and adjusted by the National Geodetic Survey in September 1995..
 AA8100
 AA8100.The orthometric height was determined by GPS observations and a
 AA8100.high-resolution geoid model.
 AA8100
 AA8100.GPS derived orthometric heights for airport stations designated as
 AA8100.PACS or SACS are published to 2 decimal places.  This maintains
 AA8100.centimeter relative accuracy between the PACS and SACS.  It does
 AA8100.not indicate centimeter accuracy relative to other marks which are
 AA8100.part of the NAVD 88 network.
 AA8100
 AA8100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8100
 AA8100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8100
 AA8100.The ellipsoidal height was determined by GPS observations
 AA8100.and is referenced to NAD 83.
 AA8100
 AA8100.The geoid height was determined by GEOID03.
 AA8100
 AA8100;                    North         East     Units Scale Factor Converg.
 AA8100;SPC MI C     -   107,409.026 5,915,839.088   MT  0.99997958   -0 44 41.2
 AA8100;SPC MI C     -   352,391.82 19,408,920.89   iFT  0.99997958   -0 44 41.2
 AA8100;UTM  16      - 4,903,999.653   626,004.774   MT  0.99979526   +1 06 09.1
 AA8100
 AA8100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8100!SPC MI C     -   0.99994298  x   0.99997958  =   0.99992256
 AA8100!UTM  16      -   0.99994298  x   0.99979526  =   0.99973825
 AA8100
 AA8100                          SUPERSEDED SURVEY CONTROL
 AA8100
 AA8100  ELLIP H (09/20/95)  363.72   (m)                       GP(       ) 1 2
 AA8100
 AA8100.Superseded values are not recommended for survey control.
 AA8100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8100.See file dsdata.txt to determine how the superseded data were derived.
 AA8100
 AA8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2600504000(NAD 83)
 AA8100_MARKER: I = METAL ROD
 AA8100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8100_STAMPING: CAD C 1994
 AA8100_MARK LOGO: NGS   
 AA8100_PROJECTION: FLUSH
 AA8100_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8100+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 AA8100_ROD/PIPE-DEPTH: 20.7 meters
 AA8100_SLEEVE-DEPTH  : 1.2 meters
 AA8100
 AA8100  HISTORY     - Date     Condition        Report By
 AA8100  HISTORY     - 1994     MONUMENTED       NGS
 AA8100  HISTORY     - 20020126 GOOD             USPSQD
 AA8100
 AA8100                          STATION DESCRIPTION
 AA8100
 AA8100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8100'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 3
 AA8100'KM (1.85 MI) NORTH OF CADILLAC, AT THE WEXFORD COUNTY AIRPORT, ABOUT
 AA8100'0.4 KM (0.25 MI) SOUTHWEST OF THE AIRPORT OFFICE, ALONG A TRACK ROAD,
 AA8100'BETWEEN A TREE FARM AND THE AWOS MAST, ON THE DIVIDE LINE BETWEEN
 AA8100'SECTIONS 28 AND 29, T 22 N, R 9 W.  OWNERSHIP--CITY/COUNTY AIRPORT
 AA8100'AUTHORITY, CADILLAC, MI 49601.  THE AIRPORT MANAGER IS STEVE
 AA8100'WITHERSPOON, PHONE 616-779-9525.  TO REACH FROM THE JUNCTION OF U.S.
 AA8100'HIGHWAY 131 AND STATE HIGHWAY 55 EAST IN DOWNTOWN CADILLAC, GO NORTH
 AA8100'ON HIGHWAY 131 FOR 3.68 KM (2.30 MI) TO A CROSSROAD.  TURN LEFT, WEST,
 AA8100'ON EAST 34 ROAD FOR 0.79 KM (0.50 MI) TO THE AIRPORT ENTRANCE ON THE
 AA8100'LEFT.  TURN LEFT, SOUTH, ON PAVED ROAD FOR 0.14 KM (0.10 MI) TO A GATE
 AA8100'ON THE WEST SIDE OF THE AIRPORT OFFICE.  PASS THROUGH GATE, THEN TURN
 AA8100'RIGHT, WEST, ON APRON/TAXI ALONG HANGARS FOR 0.10 KM (0.05 MI) TO A
 AA8100'TRACK ROAD LEFT.  BEAR LEFT, SOUTHWEST, ON ROAD FOR 0.24 KM (0.15 MI)
 AA8100'TO THE STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND.
 AA8100'STATION IS 19.2 M (63.0 FT) NORTHWEST OF THE ROAD CENTER, 32.4 M
 AA8100'(106.3 FT) WEST-SOUTHWEST OF THE CENTER OF THE AWOS MAST, 1.0 M (3.3
 AA8100'FT) EAST OF A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) WEST OF A
 AA8100'FIBERGLASS WITNESS POST, AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS
 AA8100'WITNESS POST.  DESCRIBED BY G.R.  HEID.
 AA8100
 AA8100                          STATION RECOVERY (2002)
 AA8100
 AA8100'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 AA8100'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0267 ***********************************************************************
 PL0267  DESIGNATION -  CADILLAC
 PL0267  PID         -  PL0267
 PL0267  STATE/COUNTY-  MI/WEXFORD
 PL0267  USGS QUAD   -  
 PL0267
 PL0267                         *CURRENT SURVEY CONTROL
 PL0267  ___________________________________________________________________
 PL0267* NAD 83(1986)-  44 15 01.     (N)    085 23 56.     (W)     SCALED    
 PL0267* NAVD 88     -       401.211  (meters)    1316.31   (feet)  ADJUSTED  
 PL0267  ___________________________________________________________________
 PL0267  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 PL0267  DYNAMIC HT  -         401.153 (meters)    1316.12  (feet)  COMP
 PL0267  MODELED GRAV-     980,462.1   (mgal)                       NAVD 88
 PL0267
 PL0267  VERT ORDER  -  SECOND    CLASS 0
 PL0267
 PL0267.The horizontal coordinates were scaled from a topographic map and have
 PL0267.an estimated accuracy of +/- 6 seconds.
 PL0267
 PL0267.The orthometric height was determined by differential leveling
 PL0267.and adjusted by the National Geodetic Survey in June 1991..
 PL0267
 PL0267.The geoid height was determined by GEOID03.
 PL0267
 PL0267.The dynamic height is computed by dividing the NAVD 88
 PL0267.geopotential number by the normal gravity value computed on the
 PL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0267.degrees latitude (g = 980.6199 gals.).
 PL0267
 PL0267.The modeled gravity was interpolated from observed gravity values.
 PL0267
 PL0267;                    North         East    Units  Estimated Accuracy
 PL0267;SPC MI C     -   104,270.    5,917,560.      MT  (+/- 180 meters Scaled)
 PL0267
 PL0267                          SUPERSEDED SURVEY CONTROL
 PL0267
 PL0267  NGVD 29 (??/??/92)  401.299  (m)         1316.60   (f) ADJ UNCH    2 0
 PL0267
 PL0267.Superseded values are not recommended for survey control.
 PL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0267.See file dsdata.txt to determine how the superseded data were derived.
 PL0267
 PL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ278009(NAD 83)
 PL0267_MARKER: DB = BENCH MARK DISK
 PL0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0267_SP_SET: FOUNDATION
 PL0267_STAMPING: CADILLAC 1934
 PL0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0267
 PL0267  HISTORY     - Date     Condition        Report By
 PL0267  HISTORY     - 1934     MONUMENTED       CGS
 PL0267  HISTORY     - 1953     GOOD             NGS
 PL0267  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0267  HISTORY     - 20020426 MARK NOT FOUND   USPSQD
 PL0267
 PL0267                          STATION DESCRIPTION
 PL0267
 PL0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 PL0267'AT CADILLAC.
 PL0267'AT CADILLAC, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 PL0267'HARRIS AND MAIN STREETS, AT THE CADILLAC STATE BANK BUILDING,
 PL0267'IN THE TOP OF THE FOUNDATION OF THE MOST SOUTHERLY PILLAR ON THE
 PL0267'EAST FACE OF THE BUILDING, 12.5 FEET SOUTH OF THE CENTERLINE OF
 PL0267'THE SOUTH ENTRANCE OF THE BUILDING AS IT NOW HAS TWO ENTRANCES,
 PL0267'AND ABOUT 2.5 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK,
 PL0267'STAMPED CADILLAC 1934.
 PL0267
 PL0267                          STATION RECOVERY (1996)
 PL0267
 PL0267'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0267'MARK NOT FOUND.
 PL0267
 PL0267                          STATION RECOVERY (2002)
 PL0267
 PL0267'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0267'CHANGE  DESCRIPTION TO READ  CITIZENS  BANK INSTEAD  OF  CADILLAC
 PL0267'STATE  BANK.
 PL0267'MARK  NOT  FOUND,  BUILDING  REMODELED AND  MARK  COULD  BE  UNDER
 PL0267'STUCCO ON  SIDE  OF  BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0512 ***********************************************************************
 PL0512  DESIGNATION -  CADILLAC
 PL0512  PID         -  PL0512
 PL0512  STATE/COUNTY-  MI/WEXFORD
 PL0512  USGS QUAD   -  
 PL0512
 PL0512                         *CURRENT SURVEY CONTROL
 PL0512  ___________________________________________________________________
 PL0512* NAD 83(1994)-  44 11 18.96288(N)    085 25 03.51292(W)     ADJUSTED  
 PL0512* NAVD 88     -       457.9    (meters)    1502.     (feet)  GPS OBS   
 PL0512  ___________________________________________________________________
 PL0512  X           -     366,001.094 (meters)                     COMP
 PL0512  Y           -  -4,566,555.009 (meters)                     COMP
 PL0512  Z           -   4,423,438.276 (meters)                     COMP
 PL0512  LAPLACE CORR-           4.29  (seconds)                    DEFLEC99
 PL0512  ELLIP HEIGHT-         424.69  (meters)          (07/17/02) GPS OBS
 PL0512  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 PL0512
 PL0512  HORZ ORDER  -  FIRST
 PL0512  ELLP ORDER  -  FOURTH    CLASS I
 PL0512
 PL0512.The horizontal coordinates were established by classical geodetic methods
 PL0512.and adjusted by the National Geodetic Survey in February 1997..
 PL0512
 PL0512.The orthometric height was determined by GPS observations and a
 PL0512.high-resolution geoid model.
 PL0512
 PL0512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0512
 PL0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0512
 PL0512.The ellipsoidal height was determined by GPS observations
 PL0512.and is referenced to NAD 83.
 PL0512
 PL0512.The geoid height was determined by GEOID03.
 PL0512
 PL0512;                    North         East     Units Scale Factor Converg.
 PL0512;SPC MI C     -    97,435.900 5,915,975.164   MT  0.99999880   -0 44 32.7
 PL0512;SPC MI C     -   319,671.59 19,409,367.34   iFT  0.99999880   -0 44 32.7
 PL0512;UTM  16      - 4,894,038.013   626,462.029   MT  0.99979669   +1 06 11.1
 PL0512
 PL0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0512!SPC MI C     -   0.99993341  x   0.99999880  =   0.99993221
 PL0512!UTM  16      -   0.99993341  x   0.99979669  =   0.99973012
 PL0512
 PL0512:                Primary Azimuth Mark                     Grid Az
 PL0512:SPC MI C     -  CADILLAC WHITE STACK                     005 56 33.2
 PL0512:UTM  16      -  CADILLAC WHITE STACK                     004 05 49.4
 PL0512
 PL0512|---------------------------------------------------------------------|
 PL0512| PID    Reference Object                     Distance      Geod. Az  |
 PL0512|                                                           dddmmss.s |
 PL0512| PL0514 CADILLAC WHITE STACK                APPROX. 8.5 KM 0051200.5 |
 PL0512| PL0516 CADILLAC MUNICIPAL TANK             APPROX. 7.8 KM 0130200.4 |
 PL0512| PL0513 CADILLAC CABLE TV MAST              APPROX. 3.8 KM 0192209.0 |
 PL0512| PL0582 CADILLAC RM 3                        37.134 METERS 03648     |
 PL0512| PL0510 CADILLAC WWTV TV MAST               APPROX. 8.3 KM 1335546.8 |
 PL0512| CH1782 CADILLAC RM 1 AZIMUTH                              16627     |
 PL0512| PL0583 CADILLAC AZ MK                                     1665613.4 |
 PL0512| PL0576 CADILLAC AZ MK 2                    369.326 METERS 24934     |
 PL0512| PL0581 CADILLAC RM 2                        50.484 METERS 25003     |
 PL0512| PL0515 MANTON                              APPROX.18.2 KM 3584047.2 |
 PL0512|---------------------------------------------------------------------|
 PL0512
 PL0512                          SUPERSEDED SURVEY CONTROL
 PL0512
 PL0512  ELLIP H (02/03/97)  424.73   (m)                       GP(       ) 4 1
 PL0512  NAD 83(1986)-  44 11 18.96145(N)    085 25 03.51625(W) AD(       ) 1
 PL0512  NAD 27      -  44 11 18.93158(N)    085 25 03.32539(W) AD(       ) 1
 PL0512  NGVD 29 (07/19/86)  457.7    (m)         1502.     (f) VERT ANG       
 PL0512
 PL0512.Superseded values are not recommended for survey control.
 PL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0512.See file dsdata.txt to determine how the superseded data were derived.
 PL0512
 PL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2646294038(NAD 83)
 PL0512_MARKER: DS = TRIANGULATION STATION DISK
 PL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0512_SP_SET: CONCRETE POST
 PL0512_STAMPING: CADILLAC 1931
 PL0512_MARK LOGO: CGS   
 PL0512_PROJECTION: RECESSED 60 CENTIMETERS
 PL0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0512+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1993
 PL0512
 PL0512  HISTORY     - Date     Condition        Report By
 PL0512  HISTORY     - 1931     MONUMENTED       CGS
 PL0512  HISTORY     - 1931     GOOD             CGS
 PL0512  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PL0512  HISTORY     - 1980     GOOD             NGS
 PL0512  HISTORY     - 19850501 GOOD             NGS
 PL0512  HISTORY     - 19850511 GOOD             NGS
 PL0512  HISTORY     - 19910325 GOOD             USFS
 PL0512  HISTORY     - 19930408 GOOD             MIDT
 PL0512  HISTORY     - 19960705 GOOD             USPSQD
 PL0512
 PL0512                          STATION DESCRIPTION
 PL0512
 PL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0512'ABOUT 4.5 MILES SOUTH OF
 PL0512'CADILLAC, NEAR
 PL0512'CENTER OF NE 1/4 SEC. 29, T. 21 N., R. 9 W.  TO REACH FROM CADILLAC,
 PL0512'GO SOUTH FROM POST OFFICE 4.0
 PL0512'MILES ON ROUTE 131 TO CROSSROADS, TURN WEST AND
 PL0512'FOLLOW 0.5 MILE TO ROAD LEADING SOUTH, FOLLOW
 PL0512'THIS ROAD 0.4 MILE, TURN RIGHT INTO LANE
 PL0512'ABOUT 80 YARDS SOUTH OF SWEDISH LUTHERAN CHURCH ON WEST SIDE OF
 PL0512'ROAD, AND FOLLOW THIS LANE
 PL0512'PAST HOUSE OF JOHN G. ANDERSON TO TOP OF GRADE AND STATION SITE.
 PL0512'STATION IS ON HIGHEST GROUND IN
 PL0512'FIELD, 62 METERS (203 FEET) SOUTHWEST OF SOUTHEAST CORNER
 PL0512'OF FARMHOUSE, 26.8 METERS/88 FEET) WEST OF
 PL0512'LONE APPLE TREE, AND 4.3 METERS/14 FEET)
 PL0512'NORTH EAST-AND-WEST WAGON ROAD.  SURFACE AND UNDEGROUND MARKS
 PL0512'ARE STANDARD DISK
 PL0512'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE
 PL0512'STANDARD REFERENCE DISKS IN
 PL0512'CONCRETE, NOTE 11A.  NO. 1 IS ON WEST OF NORTH-AND-SOUTH
 PL0512'ROAD, IN FENCE LINE JUST ACROSS ROAD
 PL0512'(WEST) FROM OLD CHURCH, AND APPROXIMATELY
 PL0512'1/2 MILE FROM STATION IN AZIMUTH 346 DEG. 27 MIN. 01
 PL0512'SEC.  NO. 2 IS IN NORTH-AND-SOUTH FENCE
 PL0512'LINE, 6 METERS (20 FEET) SOUTH OF NORTHEAST CORNER OF FENCE, 8 METERS
 PL0512'(26 FEET) SOUTH OF CENTER LINE OF
 PL0512'WAGON ROAD, AND 50.44 METERS (165.5 FEET) FROM STATION IN AZIMUTH
 PL0512'70 DEG. 03 MIN.
 PL0512
 PL0512                          STATION RECOVERY (1931)
 PL0512
 PL0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 PL0512'RECOVERED IN GOOD CONDITION.
 PL0512
 PL0512                          STATION RECOVERY (1957)
 PL0512
 PL0512'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 PL0512'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 PL0512'GOOD CONDITION.  REFERENCE MARK
 PL0512'1 WAS FOUND IN POOR CONDITION, THE COMPLETE EAST SIDE OF THE MONUMENT
 PL0512'WAS EXPOSED DUE TO GRADING OF A
 PL0512'DITCH LINE, ALTHOUGH THE MONUMENT SEEMED TO BE SOLID.
 PL0512'REFERENCE MARK 1 WAS DESTROYED AT THE REQUEST OF
 PL0512'THE WEXFORD COUNTY HIGHWAY DEPARTMENT,
 PL0512'AFTER REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED.  A
 PL0512'DIFFERENCE OF 6.0 SECONDS WAS
 PL0512'FOUND IN THE DIRECTION BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2.
 PL0512'A DIFFERENCE OF 0.14 OF A FOOT
 PL0512'LONGER WAS FOUND IN THE DISTANCE TO REFERENCE MARK 2.  THE
 PL0512'SWEDISH LUTHERAN CHURCH MENTIONED IN THE 1931
 PL0512'DESCRIPTION IS NO LONGER IN EXISTANCE.
 PL0512'THE EAST AND WEST WAGON ROAD MENTIONED IN THE 1931 DESCRIPTION
 PL0512'IS NOT IN ITS ORIGINAL
 PL0512'LOCATION.  THE PROPERTY IS OWNED BY MR. ALGOT ANDERSON, WHO LIVES IN
 PL0512'THE FRAME HOUSE JUST TO THE
 PL0512'NORTHEAST OF THE STATION.
 PL0512'
 PL0512'A COMPLETE NEW DESCRIPTION FOLLOWS-
 PL0512'
 PL0512'THE STATION IS LOCATED ON A HIGH HILL IN A PASTURE FIELD, ABOUT 5
 PL0512'MILES SOUTH OF CADILLAC ON
 PL0512'THE PROPERTY OF MR. ALGOT ANDERSON.  IT IS 88 FEET WEST OF AN 18 INCH
 PL0512'APPLE TREE, 56 FEET NORTH OF THE
 PL0512'CENTERLINE OF A TRACK ROAD, 123 FEET SOUTHWEST OF A WHITE
 PL0512'WITNESS POST AND 203 FEET SOUTHWEST OF THE
 PL0512'SOUTHEAST CORNER OF A FRAME HOUSE.  THE
 PL0512'MONUMENT IS 16 INCHES UNDERGROUND AND THE DISK IS STAMPED
 PL0512'CADILLAC 1931.  (NOTE 1A7A).
 PL0512'
 PL0512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0512'HIGHWAY 115 ABOUT 4 MILES
 PL0512'SOUTH OF CADILLAC, GO SOUTH ON HIGHWAY 131 FOR 0.5 MILE TO A
 PL0512'CROSSROAD (EAST 48 ROAD).  TURN
 PL0512'RIGHT AND GO WEST ON THE GRAVELED ROAD FOR 0.5 MILE TO A CROSSROAD
 PL0512'(SOUTH 41 ROAD).  TURN LEFT AND GO SOUTH
 PL0512'ON THE GRAVELED ROAD UP HILL FOR 0.35 MILE
 PL0512'TO A DRIVEWAY ON THE RIGHT*.  TURN RIGHT AND GO WEST ON THE
 PL0512'DRIVEWAY FOR 0.05 MILE TO A HOUSE
 PL0512'ON THE RIGHT, CONTINUE WEST ON TRACK ROAD FOR 0.05 MILE TO THE
 PL0512'STATION ON THE RIGHT, NEAR THE
 PL0512'HIGHEST PART OF THE HILL.
 PL0512'
 PL0512'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON THE
 PL0512'GRAVELED ROAD FOR 0.4 MILE
 PL0512'TO THE MARK ON THE RIGHT.
 PL0512'
 PL0512'REFERENCE MARK 2 IS SET IN A FENCE LINE, 23 FEET SOUTH OF THE
 PL0512'CENTERLINE OF THE TRACK
 PL0512'ROAD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PL0512'CADILLAC NO 2 1931 (NOTE 11A).
 PL0512'
 PL0512'REFERENCE MARK 3 IS 1 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF A
 PL0512'FRAME SHED, 2 FEET WEST OF A
 PL0512'WHITE WITNESS POST, 88 FEET NORTH OF THE 18 INCH APPLE TREE, 91 FEET
 PL0512'WEST OF THE SOUTHEAST CORNER OF
 PL0512'THE FRAME HOUSE AND 106 FEET NORTH OF THE CENTERLINE
 PL0512'OF THE TRACK ROAD.  THE MONUMENT IS FLUSH AND THE
 PL0512'DISK IS STAMPED CADILLAC NO 3 1931.
 PL0512'
 PL0512'THE AZIMUTH MARK IS 1 FOOT NORTH OF A POWERLINE POLE, 1 FOOT
 PL0512'NORTHWEST OF A WHITE WITNESS
 PL0512'POST AND 42 FEET WEST OF THE CENTERLINE OF THE GRAVELED ROAD.  THE
 PL0512'MONUMENT PROJECTS 2 INCHES AND
 PL0512'THE DISK IS STAMPED CADILLAC 1931.
 PL0512
 PL0512                          STATION RECOVERY (1980)
 PL0512
 PL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0512'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH
 PL0512'MARK WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES AND
 PL0512'DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 PL0512'THE 1957 DATA.  THE DIRECTION TO THE AZIMUTH MARK COMPARED
 PL0512'FAVORABLY WITH THE 1957 DATA.
 PL0512'
 PL0512'THE STATION IS LOCATED ABOUT 16.5 KM (10-1/4 MI) WEST OF
 PL0512'MCBAIN, 10 KM (6-1/4 MI) NORTH-NORTHEAST OF TUSTIN,
 PL0512'8KM (5 MI) SOUTH-SOUTHWEST OF CADILLAC, 0.4 KM (1/4 MI) EAST
 PL0512'OF U.S. HIGHWAY 131 AND IN THE NE1/4,S29,T21N,R9W OF
 PL0512'CLAM LAKE TOWNSHIP.  PERMISSION TO USE THE STATION WAS
 PL0512'OBTAINED FROM MR. GORDON ROUSH, 2905 NORTH WALDO, RT 1,
 PL0512'MIDLAND, MI 48640.  TELEPHONE NUMBER 517-631-4149.
 PL0512'
 PL0512'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131
 PL0512'AND STATE HIGHWAY 115, ABOUT 6.4 KM (4 MI) SOUTH OF
 PL0512'CADILLAC, GO SOUTHEAST ON HIGHWAY 115 FOR 0.7 KM (0.45 MI)
 PL0512'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A PAVED ROAD
 PL0512'FOR 2.4 KM (1.5 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 PL0512'WEST ON E 50 RD FOR 0.8 KM (0.5 MI) TO A CROSSROAD.  TURN
 PL0512'RIGHT AND GO NORTH ON S 41 RD FOR 0.4 KM (0.25 MI) TO THE
 PL0512'AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH ON S 41 RD FOR
 PL0512'0.6 KM (0.4 MI) TO A DRIVEWAY ON THE LEFT.  TURN LEFT AND
 PL0512'GO WEST ON A DIM TRACK ROAD FOR 0.2 KM (0.1 MI) TO THE
 PL0512'STATION ON THE RIGHT.
 PL0512'
 PL0512'THE STATION IS A STANDARD CGS DISK
 PL0512'STAMPED---CADILLAC 1931---,
 PL0512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 PL0512'RECESSED 50 CM BELOW THE GROUND.  IT IS LOCATED
 PL0512'17.4 METERS (57.1 FT) NORTH FROM THE DIM TRACK ROAD.
 PL0512'
 PL0512'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0512'STAMPED---CADILLAC NO 2 1931---,
 PL0512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 PL0512'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0512'7.5 METERS (24.1 FT) SOUTH FROM THE DIM TRACK ROAD.
 PL0512'MARK IS BELOW STATION 1.8 METERS.
 PL0512'
 PL0512'REFERENCE MARK NUMBER 03 IS A STANDARD CGS AZIMUTH MARK DISK
 PL0512'STAMPED---CADILLAC NO 3 1931---,
 PL0512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 35 CM ON A SIDE
 PL0512'FLUSH WITH GROUND.  IT IS LOCATED
 PL0512'0.43 METER (1.2 FT) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 PL0512'AN OLD OUT BUILDING.
 PL0512'MARK IS BELOW STATION 1.2 METERS.
 PL0512'
 PL0512'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0512'STAMPED---CADILLAC 1931---,
 PL0512'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 36 CM ON A SIDE
 PL0512'PROJECTING 1 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0512'12.5 METERS (41.0 FT) WEST FROM THE CENTER OF S 41 RD,
 PL0512'0.50 METER (1.65 FT) EAST FROM A METAL WITNESS POST AND
 PL0512'0.33 METER (1.1 FT) NORTH FROM A POWER POLE.
 PL0512'
 PL0512'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE
 PL0512'CREST OF A HILL.
 PL0512'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.9 METERS.
 PL0512'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 PL0512
 PL0512                          STATION RECOVERY (1985)
 PL0512
 PL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PL0512'OWNERSHIP--MR GORDON ROUSH OF 2905 N WALDO ROUTE 1 MIDLAND, MICHIGAN
 PL0512'48640.  TO REACH THE STATION FROM THE JUNCTION OF U.S HIGHWAY 131 AND
 PL0512'STATE HIGHWAY 115, GO SOUTHEAST ON HIGHWAY 115 FOR 0.7 KM (0.45 MI) TO
 PL0512'A CROSSROAD, MACKINAW TRAIL.  TURN RIGHT AND GO SOUTH ALONG MACKINAW
 PL0512'TRAIL FOR 2.4 KM (1.50 MI) TO A CROSSROAD E NO 50 RD.  TURN RIGHT AND
 PL0512'GO WEST ALONG E NO 50 RD FOR 0.8 KM (0.50 MI) TO A CROSSROAD S NO 41
 PL0512'RD. TURN RIGHT AND GO NORTH ON S NO 41 RD FOR 0.4 KM (0.25 MI) TO
 PL0512'AZIMUTH MARK ONE ON THE LEFT.  CONTINUE NORTH ON S NO 41 RD FOR 0.6
 PL0512'KM (0.35 MI) TO A DRIVEWAY ON LEFT AND GATE.  TURN LEFT PASSING
 PL0512'THROUGH GATE FOLLOWING DRIVEWAY FOR 0.2 KM (0.10 MI) TO STATION IN A
 PL0512'CULTIVATED FIELD ABOUT 20 INCHES BELOW GROUND SURFACE.
 PL0512' 
 PL0512'THE STATION IS A STANDARD CGS DISK STAMPED--CADILLAC 1931--,  SET INTO
 PL0512'THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12 INCHES) IN DIAMETER,
 PL0512'RECESSED 60 CM (20 INCHES) BELOW THE GROUND.  THE STATION IS LOCATED
 PL0512'25.603 METERS (83.999 FT) WEST NORTHWEST FROM AN APPLE TREE AND 37.186
 PL0512'METERS (122.001 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A SMALL
 PL0512'SHED.
 PL0512' 
 PL0512'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CADILLAC NO 2
 PL0512'1931--,  SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM
 PL0512'(12 INCHES) IN DIAMETER, PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.
 PL0512'THE STATION IS LOCATED 8.534 METERS (27.999 FT) SOUTH FROM THE EDGE OF
 PL0512'CULTIVATED FIELD 2.743 METERS (8.999 FT) WEST FROM THE EDGE OF
 PL0512'CULTIVATED FIELD AND 0.518 METERS (1.699 FT) EAST FROM A WITNESS
 PL0512'POST AND 1.8 METERS (5.9 FT) BELOW THE STATION.
 PL0512' 
 PL0512'REFERENCE MARK NO 3 IS A STANDARD CGS DISK STAMPED--CADILLAC NO 3
 PL0512'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM
 PL0512'(12 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 PL0512'0.366 METERS (1.201 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER
 PL0512'OF SHED AND 0.366 METERS (1.201 FT) NORTH FROM A WITNESS POST AND 1.2
 PL0512'METERS (3.9 FT) BELOW THE STATION.
 PL0512' 
 PL0512'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--CADILLAC 1931--, SET
 PL0512'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM IN DIAMETER
 PL0512'PROJECTING 3 CM (1 INCH) ABOVE THE GROUND.  THE STATION IS LOCATED
 PL0512'12.5
 PL0512'METERS (41.0 FT) WEST FROM THE CENTERLINE OF S 41 ROAD 0.5 METERS (1.6
 PL0512'FT) EAST FROM A METAL WITNESS POST AND 0.33 METERS (1.08 FT) NORTH
 PL0512'FROM A UTILITY POLE.
 PL0512' 
 PL0512'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--CADILLAC 1931 NO 2
 PL0512'1985--,  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM
 PL0512'(10 INCHES) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 PL0512'44.623 METERS (146.401 FT) EAST FROM THE CENTERLINE OF U.S HIGHWAY 131
 PL0512'41.453 METERS (136.000 FT) WEST FROM THE CENTERLINE OF REST AREA ON
 PL0512'RAMP TO HIGHWAY 131 14.508 METERS (47.598 FT) NORTHEAST FROM A 18 INCH
 PL0512'MAPLE TREE 16.612 METERS (54.501 FT) NORTHEAST FROM A 24 INCH MAPLE
 PL0512'TREE AND 0.579 METERS (1.900 FT) EAST FROM A WITNESS POST.  TO REACH
 PL0512'THE AZIMUTH MARK FROM THE STATION GO SOUTHWESTERLY ACROSS CULTIVATED
 PL0512'FIELD FOR 0.37 KM (0.20 MI) 0.2 MILES (0.3 KM) TO A KNOLL IN THE
 PL0512'NORTHWEST PART OF A REST AREA ALONG U.S HIGHWAY 131 AND ON PROPERTY OF
 PL0512'M.D.O.T REST AREA PROPERTY.
 PL0512
 PL0512                          STATION RECOVERY (1985)
 PL0512
 PL0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PL0512'STATION IS LOCATED IN QUAD. 440852, ABOUT 7.2 KM (4.47 MI) SOUTH OF
 PL0512'CADILLAC, NEAR THE CENTER OF THE NORTHEAST 1/4 SEC. 29, T-29-N, R-9-W
 PL0512', AND ON PROPERTY OF MR. GORDON ROUSH OF 2905 N. WALDO, ROUTE 1,
 PL0512'MIDLAND, MICHIGAN 48640.  (PHONE NUMBER (517) 631-4149)TO REACH FROM
 PL0512'THE JUNCTION OF U.S. HIGHWAY 131 AND STATE HIGHWAY 115, ABOUT6.4 KM
 PL0512'(0.25 MI) SOUTH OF CADILLAC, GO SOUTHEAST ON HIGHWAY 115 FOR 0.7 KM
 PL0512'(0.43 MI) TO A CROSSROAD, (MACKINAW TRAIL).  TURN RIGHT AND GO SOUTH
 PL0512'ALONG MACKINAW TRAIL FOR 2.4 KM (1.49 MI) TO A CROSSROAD, (E. NO 50
 PL0512'ROAD).  TURN RIGHT AND GO WEST ALONG E. NO. 50 ROAD FOR 0.8 KM
 PL0512'(0.50 MI) TO A CROSSROAD, (S. NO. 41 ROAD).  TURN RIGHT AND GO NORTH
 PL0512'ON S. NO. 41 ROAD FOR 0.4 KM (0.25 MI) TO AZIMUTH MARK ONE ON THE
 PL0512'LEFT.  CONTINUE NORTH ON S. NO. 41 ROAD FOR 0.6 KM (0.37 MI) TO A
 PL0512'DRIVEWAY ON LEFT AND A GATE.  TURN LEFT PASSING THROUGH GATE
 PL0512'FOLLOWING DRIVEWAY FOR 0.2 KM (0.12 MI) TO STATION IN A CULTIVATED
 PL0512'FIELD.
 PL0512'STATION IS SET RECESSED ABOUT 20 INCHES BELOW THE GROUND SURFACE.  IT
 PL0512'IS LOCATED 165.6 FEET EAST FROM CADILLAC RM 2, 121.8 FEET SOUTHWEST
 PL0512'FROM CADILLAC RM 3, 37.19 M (122.01 FT) SOUTHWEST FROM THE SOUTHWEST
 PL0512'CORNER OF A SMALL SHED AND 25.6 M (83.99 FT) WEST-NORTHWEST FROM AN
 PL0512'APPLE TREE.
 PL0512'A TRAVERSE CONNECTION WAS MADE TO CADILLAC AZIMUTH MARK TWO USING
 PL0512'ELECTRONIC DISTANCE MEASURING EQUIPMENT.  AZIMUTH MARK ONE IS NOT
 PL0512'VISIBLE GROUND TO GROUND TO STATION CADILLAC 1931.
 PL0512'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PL0512'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PL0512
 PL0512                          STATION RECOVERY (1991)
 PL0512
 PL0512'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0512'FROM THE INTERSECTION OF M-55 AND BUSINESS US-131 IN DOWNTOWN CADILLAC
 PL0512'PROCEED SOUTH ON US-131, 3.5 MI (5.6 KM) TO ITS INTERSECTION WITH
 PL0512'M-115, TURN SOUTHEAST AND GO 0.5 MI (0.8 KM) TO S 41 1/2 ROAD, TURN
 PL0512'SOUTH AND GO 0.5 MI (0.8 KM) TO E.48 ROAD, TURN WEST AND GO 1.0 MI
 PL0512'(1.6 KM) TO S.41 ROAD, TURN SOUTH AND GO 0.3 MI (0.5 KM) TO A DRIVEWAY
 PL0512'ON THE SOUTH SIDE OF CEMETERY ON THE WEST SIDE OF ROAD, TRAVEL
 PL0512'SOUTHWEST ON DRIVEWAY AND GO 600 FT (182.9 M) MORE OR LESS TO THE
 PL0512'HIGHEST POINT OF A SMALL KNOLL IN AN OPEN FIELD AND THE STATION, 10 FT
 PL0512'(3.0 M) NORTH OF 2-TRACK OVER KNOLL, ABOUT 300 FT (91.4 M) WEST OF AN
 PL0512'OLD BARN, MAP POSITION IS NEAR THE NORTH 1/16 CORNER OF SECTION 29
 PL0512'T21N R9W.  R.M. 2 BEAR S70W AND R.M 3 BEAR N38E.  THE AZIMUTH MARK WAS
 PL0512'NOT SEARCHED FOR.  THE 18 INCH APPLE TREE IS GONE.  THE PREVIOUSLY
 PL0512'DESCRIBED 2-TRACK 56 FT (17.1 M) SOUTH OF STATION IS NO LONGER
 PL0512'EVIDENT, ALL THAT REMAINS OF THE FRAME HOUSE IS PART OF THE STONE
 PL0512'FOUNDATION. REFERENCE MARKS ARE NOW IDENTIFIED WITH FIBERGLASS WITNESS
 PL0512'POSTS. THE SURFACE MARK IS A 3 1/2 INCH DISK SURROUNDED BY CONCRETE
 PL0512'ABOUT 16 INCHES BELOW THE SURFACE.  A CONCRETE PLUG HAS BEEN PLACED
 PL0512'OVER THE MONUMENT WITH CHAIN HANDLE TO AID IN UNCOVERING.
 PL0512
 PL0512                          STATION RECOVERY (1993)
 PL0512
 PL0512'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0512'STATION IS LOCATED IN QUAD 440852 ON THE CADILLAC SOUTH QUADRANGLE
 PL0512'MAP.  IT IS IN THE NORTHEAST 1/4 SECTION 29, T-21-N, R-9-W, CLAM LAKE
 PL0512'TOWNSHIP.  ABOUT 10 MI (16.1 KM) WEST FROM MCBAIN, ABOUT 6 MI
 PL0512'(9.7 KM) NORTHEAST FROM TUSTIN, ABOUT 5 MI (8.0 KM) SOUTHWEST FROM
 PL0512'CADILLAC AND ABOUT 0.25 MI (0.40 KM) EAST FROM UNITED STATES HIGHWAY
 PL0512'131. PERMISSION TO USE THE STATION WAS OBTAINED FROM MR. GORDON
 PL0512'ROUSH, 2905 NORTH WALDO, RT 1, MIDLAND, MI 48640, TELEPHONE NUMBER
 PL0512'517-631-4149.
 PL0512'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0512'HIGHWAY M-115, ABOUT 4 MI (6.4 KM) SOUTH OF CADILLAC, GO SOUTHEAST ON
 PL0512'STATE HIGHWAY M-115 FOR 0.45 MI (0.72 KM) TO A CROSSROAD. TURN RIGHT
 PL0512'AND GO SOUTH ON A PAVED ROAD FOR 1.5 MI (2.4 KM) TO A CROSSROAD. TURN
 PL0512'RIGHT AND GO WEST ON COUNTY ROAD E 50 FOR 0.5 MI (0.8 KM) TO A
 PL0512'CROSSROAD.  TURN RIGHT AND GO NORTH ON COUNTY ROAD S 41 FOR 0.65 MI
 PL0512'(1.05 KM) TO A DRIVEWAY ON THE LEFT. TURN LEFT AND GO WEST ON A DRIVE
 PL0512'AND FARM LANE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT AS
 PL0512'DESCRIBED.
 PL0512'STATION IS A BRONZE DISK IN A CONCRETE MONUMENT SET 1 FT (0.3 M) BELOW
 PL0512'GROUND. IT IS 166.0 FT (50.6 M) EAST OF REFERENCE MONUMENT NUMBER 2,
 PL0512'124.0 FT (37.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A 18 FT
 PL0512'(5.5 M) BY 24 FT (7.3 M) WOOD SHED, 121.7 FT (37.1 M) SOUTHWEST OF
 PL0512'REFERENCE MONUMENT NUMBER 3 (WHICH IS 1.3 FT (0.4 M) SOUTHWEST OF
 PL0512'THE SOUTHWEST CORNER OF A 16 FT (4.9 M) BY 24 FT (7.3 M) WOOD SHED),
 PL0512'115 FT (35.1 M) SOUTHWEST OF A 6 INCH ELM TREE AND 88.0 FT (26.8 M)
 PL0512'WEST OF A 10-INCH APPLE TREE. NO WITNESS POST WAS SET AT THIS STATION.
 PL0512
 PL0512                          STATION RECOVERY (1996)
 PL0512
 PL0512'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0266 ***********************************************************************
 PL0266  DESIGNATION -  CADILLAC 2
 PL0266  PID         -  PL0266
 PL0266  STATE/COUNTY-  MI/WEXFORD
 PL0266  USGS QUAD   -  
 PL0266
 PL0266                         *CURRENT SURVEY CONTROL
 PL0266  ___________________________________________________________________
 PL0266* NAD 83(1986)-  44 15 03.     (N)    085 23 53.     (W)     SCALED    
 PL0266* NAVD 88     -       404.555  (meters)    1327.28   (feet)  ADJUSTED  
 PL0266  ___________________________________________________________________
 PL0266  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 PL0266  DYNAMIC HT  -         404.497 (meters)    1327.09  (feet)  COMP
 PL0266  MODELED GRAV-     980,462.2   (mgal)                       NAVD 88
 PL0266
 PL0266  VERT ORDER  -  SECOND    CLASS 0
 PL0266
 PL0266.The horizontal coordinates were scaled from a topographic map and have
 PL0266.an estimated accuracy of +/- 6 seconds.
 PL0266
 PL0266.The orthometric height was determined by differential leveling
 PL0266.and adjusted by the National Geodetic Survey in June 1991..
 PL0266
 PL0266.The geoid height was determined by GEOID03.
 PL0266
 PL0266.The dynamic height is computed by dividing the NAVD 88
 PL0266.geopotential number by the normal gravity value computed on the
 PL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0266.degrees latitude (g = 980.6199 gals.).
 PL0266
 PL0266.The modeled gravity was interpolated from observed gravity values.
 PL0266
 PL0266;                    North         East    Units  Estimated Accuracy
 PL0266;SPC MI C     -   104,330.    5,917,630.      MT  (+/- 180 meters Scaled)
 PL0266
 PL0266                          SUPERSEDED SURVEY CONTROL
 PL0266
 PL0266  NGVD 29 (??/??/92)  404.642  (m)         1327.56   (f) ADJ UNCH    2 0
 PL0266
 PL0266.Superseded values are not recommended for survey control.
 PL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0266.See file dsdata.txt to determine how the superseded data were derived.
 PL0266
 PL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ278009(NAD 83)
 PL0266_MARKER: DB = BENCH MARK DISK
 PL0266_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0266_SP_SET: WATER TABLE
 PL0266_STAMPING: CADILLAC 2 1934
 PL0266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0266+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2002
 PL0266
 PL0266  HISTORY     - Date     Condition        Report By
 PL0266  HISTORY     - 1934     MONUMENTED       CGS
 PL0266  HISTORY     - 19960705 GOOD             USPSQD
 PL0266  HISTORY     - 20020426 GOOD             USPSQD
 PL0266  HISTORY     - 20021007 GOOD             USPSQD
 PL0266
 PL0266                          STATION DESCRIPTION
 PL0266
 PL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0266'AT CADILLAC.
 PL0266'AT CADILLAC, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 PL0266'EAST HARRIS AND SOUTH SHELBY STREETS, AT THE POST OFFICE, IN
 PL0266'THE WATER TABLE OF THE EAST FACE OF THE BUILDING, 9 FEET
 PL0266'SOUTH OF THE CENTERLINE OF THE EAST ENTRANCE, 80 FEET SOUTH OF
 PL0266'THE CENTERLINE OF EAST HARRIS STREET, 57 FEET WEST OF THE
 PL0266'CENTERLINE OF SOUTH SHELBY STREET, AND ABOUT 2.5 FEET HIGHER
 PL0266'THAN THE ROADWAY.  A STANDARD DISK, STAMPED CADILLAC 2 1934.
 PL0266
 PL0266                          STATION RECOVERY (1996)
 PL0266
 PL0266'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0266'RECOVERED IN GOOD CONDITION.
 PL0266
 PL0266                          STATION RECOVERY (2002)
 PL0266
 PL0266'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0266'RECOVERED  AS  DESCRIBED
 PL0266
 PL0266                          STATION RECOVERY (2002)
 PL0266
 PL0266'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0518 ***********************************************************************
 PL0518  DESIGNATION -  CADILLAC AIRPORT BEACON
 PL0518  PID         -  PL0518
 PL0518  STATE/COUNTY-  MI/WEXFORD
 PL0518  USGS QUAD   -  
 PL0518
 PL0518                         *CURRENT SURVEY CONTROL
 PL0518  ___________________________________________________________________
 PL0518* NAD 83(1994)-  44 16 51.24890(N)    085 24 46.60885(W)     ADJUSTED  
 PL0518* NAVD 88     -       394.6    (meters)    1295.     (feet)  VERTCON   
 PL0518  ___________________________________________________________________
 PL0518  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PL0518  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 PL0518
 PL0518  HORZ ORDER  -  THIRD
 PL0518
 PL0518.This mark is at Wexford County Airport (CAD)
 PL0518
 PL0518.The horizontal coordinates were established by classical geodetic methods
 PL0518.and adjusted by the National Geodetic Survey in February 1997..
 PL0518
 PL0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0518
 PL0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0518
 PL0518.The geoid height was determined by GEOID03.
 PL0518
 PL0518;                    North         East     Units Scale Factor Converg.
 PL0518;SPC MI C     -   107,686.347 5,916,482.850   MT  0.99997906   -0 44 20.8
 PL0518;SPC MI C     -   353,301.66 19,411,032.97   iFT  0.99997906   -0 44 20.8
 PL0518;UTM  16      - 4,904,297.527   626,639.146   MT  0.99979723   +1 06 29.5
 PL0518
 PL0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0518!SPC MI C     -   0.99994335  x   0.99997906  =   0.99992241
 PL0518!UTM  16      -   0.99994335  x   0.99979723  =   0.99974059
 PL0518
 PL0518                          SUPERSEDED SURVEY CONTROL
 PL0518
 PL0518  NAD 83(1986)-  44 16 51.24688(N)    085 24 46.61045(W) AD(       ) 4
 PL0518  NAD 27      -  44 16 51.21933(N)    085 24 46.41789(W) AD(       ) 3
 PL0518  NGVD 29 (07/19/86)  394.7    (m)         1295.     (f) VERT ANG       
 PL0518
 PL0518.Superseded values are not recommended for survey control.
 PL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0518.See file dsdata.txt to determine how the superseded data were derived.
 PL0518
 PL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2663904298(NAD 83)
 PL0518_MARKER: 21 = AIRPORT BEACON
 PL0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0518+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2002
 PL0518
 PL0518  HISTORY     - Date     Condition        Report By
 PL0518  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0518  HISTORY     - 19960705 GOOD             USPSQD
 PL0518  HISTORY     - 20020126 GOOD             USPSQD
 PL0518
 PL0518                          STATION DESCRIPTION
 PL0518
 PL0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0518'THE STATION, CADILLAC WEXFORD COUNTY AIRPORT BEACON, IS THE
 PL0518'CENTER OF THE BEACON LIGHT.
 PL0518'IT IS A 4-LEGGED, SKELETON STEEL TOWER, PAINTED RED AND
 PL0518'WHITE, AND IS 15.2 METERS IN HEIGHT.
 PL0518'
 PL0518'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) NORTH OF CADILLAC,
 PL0518'0.5 KM (0.3 MI) WEST OF U.S. HIGHWAY 131, 45.7 METERS
 PL0518'(150 FT) SOUTH OF NORTH 34 ROAD AND AT THE WEXFORD COUNTY
 PL0518'AIRPORT, WHO ALSO OWNS IT.
 PL0518'
 PL0518'DESCRIBED BY R.L. ZURFLUH.
 PL0518
 PL0518                          STATION RECOVERY (1996)
 PL0518
 PL0518'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0518'RECOVERED IN GOOD CONDITION.
 PL0518
 PL0518                          STATION RECOVERY (2002)
 PL0518
 PL0518'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0518'TOWER WAS MOVED AND IS NOW 0.5 MI WEST OF U.S. HIGHWAY 131
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0576 ***********************************************************************
 PL0576  DESIGNATION -  CADILLAC AZ MK 2
 PL0576  PID         -  PL0576
 PL0576  STATE/COUNTY-  MI/WEXFORD
 PL0576  USGS QUAD   -  
 PL0576
 PL0576                         *CURRENT SURVEY CONTROL
 PL0576  ___________________________________________________________________
 PL0576* NAD 83(1994)-  44 11 14.78469(N)    085 25 19.09572(W)     ADJUSTED  
 PL0576* NAVD 88     -       450.     (meters)    1476.     (feet)  VERTCON   
 PL0576  ___________________________________________________________________
 PL0576  LAPLACE CORR-           4.43  (seconds)                    DEFLEC99
 PL0576  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 PL0576
 PL0576  HORZ ORDER  -  THIRD
 PL0576
 PL0576.The horizontal coordinates were established by classical geodetic methods
 PL0576.and adjusted by the National Geodetic Survey in February 1997..
 PL0576.No horizontal observational check was made to the station.
 PL0576
 PL0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0576
 PL0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0576
 PL0576.The geoid height was determined by GEOID03.
 PL0576
 PL0576;                    North         East     Units Scale Factor Converg.
 PL0576;SPC MI C     -    97,311.443 5,915,627.441   MT  0.99999906   -0 44 43.7
 PL0576;SPC MI C     -   319,263.26 19,408,226.51   iFT  0.99999906   -0 44 43.7
 PL0576;UTM  16      - 4,893,902.449   626,118.563   MT  0.99979562   +1 06 00.2
 PL0576
 PL0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0576!SPC MI C     -   0.99993463  x   0.99999906  =   0.99993369
 PL0576!UTM  16      -   0.99993463  x   0.99979562  =   0.99973027
 PL0576
 PL0576                          SUPERSEDED SURVEY CONTROL
 PL0576
 PL0576  NAD 83(1986)-  44 11 14.78330(N)    085 25 19.09907(W) AD(       ) 3
 PL0576  NGVD 29 (12/07/92)  450.     (m)         1476.     (f) VERT ANG       
 PL0576
 PL0576.Superseded values are not recommended for survey control.
 PL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0576.See file dsdata.txt to determine how the superseded data were derived.
 PL0576
 PL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2611993902(NAD 83)
 PL0576_MARKER: DZ = AZIMUTH MARK DISK
 PL0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0576_SP_SET: CONCRETE POST
 PL0576_STAMPING: CADILLAC 1931 NO. 2 1985
 PL0576_MARK LOGO: NGS   
 PL0576_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0576+STABILITY: SURFACE MOTION
 PL0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0576+SATELLITE: SATELLITE OBSERVATIONS - 1985
 PL0576
 PL0576  HISTORY     - Date     Condition        Report By
 PL0576  HISTORY     - 1985     MONUMENTED       NGS
 PL0576
 PL0576                          STATION DESCRIPTION
 PL0576
 PL0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PL0576'STATION IS LOCATED IN QUAD. 440852, ABOUT 8.0 KM (4.97 MI) SOUTH OF
 PL0576'CADILLAC, ON  A SMALL KNOLL IN THE NORTHWEST SECTION OF A REST AREA
 PL0576'ALONG THE NORTH BOUND LANES OF U. S. HIGHWAY 131 AND ON HIGHWAY
 PL0576'RIGHT-OF-WAY PROPERTY.
 PL0576'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE HIGHWAY 115,
 PL0576'ABOUT6.4 KM (0.25 MI) SOUTH OF CADILLAC, GO SOUTHEAST ON HIGHWAY 115
 PL0576'FOR 0.7 KM (0.43 MI) TO A CROSSROAD, (MACKINAW TRAIL).  TURN RIGHT
 PL0576'AND GO SOUTH ALONG MACKINAW TRAIL FOR 2.4 KM (1.49 MI) TO A CROSSROAD
 PL0576', (E. NO 50 ROAD).  TURN RIGHT AND GO WEST ALONG E. NO. 50 ROAD FOR
 PL0576'0.8 KM (0.50 MI) TO A CROSSROAD, (S. NO. 41 ROAD).  TURN RIGHT AND GO
 PL0576'NORTH ON S. NO. 41 ROAD FOR 0.4 KM (0.25 MI) TO AZIMUTH MARK ONE ON
 PL0576'THE LEFT.  CONTINUE NORTH ON S. NO. 41 ROAD FOR 0.6 KM (0.37 MI) TO A
 PL0576'DRIVEWAY ON LEFT AND A GATE.  TURN LEFT PASSING THROUGH GATE
 PL0576'FOLLOWING DRIVEWAY FOR 0.57 KM (0.35 MI) ACROSS A CULTIVATED FIELD,
 PL0576'PASSING STATION CADILLAC 1931, TO A SMALL KNOLL IN THE NORTHWEST
 PL0576'SECTION OF A REST AREA ALONG U.S. HIGHWAY 131 AND AZIMUTH MARK 2 AS
 PL0576'DESCRIBED.
 PL0576'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS LOCATED  44.623 M
 PL0576'(146.401 FT) EAST FROM THE CENTER OF U.S. HIGHWAY 131, 41.453 M
 PL0576'(136.000 FT) WEST FROM THE CENTER OF THE REST AREA ON RAMP TO HIGHWAY
 PL0576'131, 16.612 M (54.501 FT) NORTHEAST FROM A 24 INCH MAPLE TREE, 14.508
 PL0576'M (47.598 FT) NORTHEAST FROM AN 18 INCH MAPLE TREE AND 0.579 M
 PL0576'(1.900 FT) EAST FROM A WITNESS POST.
 PL0576'A TRAVERSE CONNECTION WAS MADE TO STATION CADILLAC 1931 USING
 PL0576'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PL0576'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PL0576'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0513 ***********************************************************************
 PL0513  DESIGNATION -  CADILLAC CABLE TV MAST
 PL0513  PID         -  PL0513
 PL0513  STATE/COUNTY-  MI/WEXFORD
 PL0513  USGS QUAD   -  
 PL0513
 PL0513                         *CURRENT SURVEY CONTROL
 PL0513  ___________________________________________________________________
 PL0513* NAD 83(1994)-  44 13 16.57914(N)    085 24 06.01391(W)     ADJUSTED  
 PL0513* NAVD 88     -                                                        
 PL0513  ___________________________________________________________________
 PL0513  LAPLACE CORR-           4.13  (seconds)                    DEFLEC99
 PL0513  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 PL0513
 PL0513  HORZ ORDER  -  THIRD
 PL0513
 PL0513.The horizontal coordinates were established by classical geodetic methods
 PL0513.and adjusted by the National Geodetic Survey in February 1997..
 PL0513
 PL0513
 PL0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0513
 PL0513.The geoid height was determined by GEOID03.
 PL0513
 PL0513;                    North         East     Units Scale Factor Converg.
 PL0513;SPC MI C     -   101,049.466 5,917,298.365   MT  0.99999152   -0 43 52.1
 PL0513;SPC MI C     -   331,527.12 19,413,708.55   iFT  0.99999152   -0 43 52.1
 PL0513;UTM  16      - 4,897,691.604   627,667.917   MT  0.99980046   +1 06 53.5
 PL0513
 PL0513                          SUPERSEDED SURVEY CONTROL
 PL0513
 PL0513  NAD 83(1986)-  44 13 16.57835(N)    085 24 06.01675(W) AD(       ) 4
 PL0513  NAD 27      -  44 13 16.54468(N)    085 24 05.82861(W) AD(       ) 3
 PL0513
 PL0513.Superseded values are not recommended for survey control.
 PL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0513.See file dsdata.txt to determine how the superseded data were derived.
 PL0513
 PL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2766897692(NAD 83)
 PL0513_MARKER: 42 = RADIO/TV MAST
 PL0513
 PL0513  HISTORY     - Date     Condition        Report By
 PL0513  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0513  HISTORY     - 19960705 GOOD             USPSQD
 PL0513
 PL0513                          STATION DESCRIPTION
 PL0513
 PL0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0513'THE STATION, CADILLAC CABLE TELEVISION MAST, IS THE LIGHT
 PL0513'TOP CENTER.  IT IS A TRUSS-WORK, GUYED MAST, PAINTED
 PL0513'ALTERNATE RED AND WHITE, AND IS 45.7 METERS IN HEIGHT.
 PL0513'
 PL0513'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) SOUTH OF THE
 PL0513'SOUTH EDGE OF CADILLAC, 0.4 KM (1/4 MI) WEST OF U.S. HIGHWAY
 PL0513'131, 0.1 KM (0.05 MI) SOUTHEAST OF THE MICHIGAN DEPARTMENT
 PL0513'OF NATURAL RESOURCES OFFICE, AND IN THE NE1/4,S16,T21N,R10W
 PL0513'OF CLAM LAKE TOWNSHIP.  IT IS OWNED BY CADILLAC CABLE TV
 PL0513'SYSTEM, 101 EAST PINE, CADILLAC, MI 49601.
 PL0513'TELEPHONE NUMBER 616-775-9745.
 PL0513'
 PL0513'DESCRIBED BY R.L. ZURFLUH.
 PL0513
 PL0513                          STATION RECOVERY (1996)
 PL0513
 PL0513'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5559 ***********************************************************************
 AJ5559  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5559  DESIGNATION -  CADILLAC CORS ARP
 AJ5559  CORS_ID     -  NOR1
 AJ5559  PID         -  AJ5559
 AJ5559  STATE/COUNTY-  MI/WEXFORD
 AJ5559  USGS QUAD   -  
 AJ5559
 AJ5559                         *CURRENT SURVEY CONTROL
 AJ5559  ___________________________________________________________________
 AJ5559* NAD 83(CORS)-  44 15 20.94295(N)    085 26 13.74562(W)     ADJUSTED  
 AJ5559* NAVD 88     -                                                        
 AJ5559  ___________________________________________________________________
 AJ5559  EPOCH DATE  -        2002.00
 AJ5559  X           -     364,028.350 (meters)                     COMP
 AJ5559  Y           -  -4,561,443.876 (meters)                     COMP
 AJ5559  Z           -   4,428,749.568 (meters)                     COMP
 AJ5559  ELLIP HEIGHT-         365.12  (meters)          (03/??/02) GPS OBS
 AJ5559  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 AJ5559
 AJ5559  HORZ ORDER  -  SPECIAL (CORS)
 AJ5559  ELLP ORDER  -  SPECIAL (CORS)
 AJ5559
 AJ5559.ITRF positions are available for this station.
 AJ5559.The coordinates were established by GPS observations
 AJ5559.and adjusted by the National Geodetic Survey in March 2002..
 AJ5559.The coordinates are valid at the epoch date displayed above.
 AJ5559.The epoch date for horizontal control is a decimal equivalence
 AJ5559.of Year/Month/Day.
 AJ5559
 AJ5559
 AJ5559.The PID for the CORS L1 Phase Center is DG4056.
 AJ5559
 AJ5559.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5559
 AJ5559.The ellipsoidal height was determined by GPS observations
 AJ5559.and is referenced to NAD 83.
 AJ5559
 AJ5559.The geoid height was determined by GEOID03.
 AJ5559
 AJ5559;                    North         East     Units Scale Factor Converg.
 AJ5559;SPC MI C     -   104,924.472 5,914,514.087   MT  0.99998417   -0 45 22.3
 AJ5559;SPC MI C     -   344,240.39 19,404,573.78   iFT  0.99998417   -0 45 22.3
 AJ5559
 AJ5559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5559!SPC MI C     -   0.99994275  x   0.99998417  =   0.99992692
 AJ5559
 AJ5559                          SUPERSEDED SURVEY CONTROL
 AJ5559
 AJ5559  NAD 83(CORS)-  44 15 20.94295(N)    085 26 13.74563(W) AD(1997.00) c
 AJ5559  ELLIP H (10/??/01)  365.12   (m)                       GP(1997.00) c c
 AJ5559
 AJ5559.Superseded values are not recommended for survey control.
 AJ5559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5559.See file dsdata.txt to determine how the superseded data were derived.
 AJ5559
 AJ5559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2476101474(NAD 83)
 AJ5559_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5559
 AJ5559                          STATION DESCRIPTION
 AJ5559
 AJ5559'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5559'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5559'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5559'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5559'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5559'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4056 ***********************************************************************
 DG4056  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4056  DESIGNATION -  CADILLAC CORS L1 PHASE CENTER
 DG4056  CORS_ID     -  NOR1
 DG4056  PID         -  DG4056
 DG4056  STATE/COUNTY-  MI/WEXFORD
 DG4056  USGS QUAD   -  
 DG4056
 DG4056                         *CURRENT SURVEY CONTROL
 DG4056  ___________________________________________________________________
 DG4056* NAD 83(CORS)-  44 15 20.94303(N)    085 26 13.74556(W)     ADJUSTED  
 DG4056* NAVD 88     -                                                        
 DG4056  ___________________________________________________________________
 DG4056  EPOCH DATE  -        2002.00
 DG4056  X           -     364,028.358 (meters)                     COMP
 DG4056  Y           -  -4,561,443.953 (meters)                     COMP
 DG4056  Z           -   4,428,749.647 (meters)                     COMP
 DG4056  ELLIP HEIGHT-         365.23  (meters)          (03/??/02) GPS OBS
 DG4056  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 DG4056
 DG4056  HORZ ORDER  -  SPECIAL (CORS)
 DG4056  ELLP ORDER  -  SPECIAL (CORS)
 DG4056
 DG4056.ITRF positions are available for this station.
 DG4056.The coordinates were established by GPS observations
 DG4056.and adjusted by the National Geodetic Survey in March 2002..
 DG4056.The coordinates are valid at the epoch date displayed above.
 DG4056.The epoch date for horizontal control is a decimal equivalence
 DG4056.of Year/Month/Day.
 DG4056
 DG4056
 DG4056.The PID for the CORS ARP is AJ5559.
 DG4056
 DG4056.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4056
 DG4056.The ellipsoidal height was determined by GPS observations
 DG4056.and is referenced to NAD 83.
 DG4056
 DG4056.The geoid height was determined by GEOID03.
 DG4056
 DG4056;                    North         East     Units Scale Factor Converg.
 DG4056;SPC MI C     -   104,924.474 5,914,514.089   MT  0.99998417   -0 45 22.3
 DG4056;SPC MI C     -   344,240.40 19,404,573.78   iFT  0.99998417   -0 45 22.3
 DG4056
 DG4056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4056!SPC MI C     -   0.99994274  x   0.99998417  =   0.99992691
 DG4056
 DG4056                          SUPERSEDED SURVEY CONTROL
 DG4056
 DG4056  NAD 83(CORS)-  44 15 20.94303(N)    085 26 13.74557(W) AD(1997.00) c
 DG4056  ELLIP H (10/??/01)  365.23   (m)                       GP(1997.00) c c
 DG4056
 DG4056.Superseded values are not recommended for survey control.
 DG4056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4056.See file dsdata.txt to determine how the superseded data were derived.
 DG4056
 DG4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2476101474(NAD 83)
 DG4056_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4056
 DG4056                          STATION DESCRIPTION
 DG4056
 DG4056'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4056'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4056'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4056'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4056'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4056'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0516 ***********************************************************************
 PL0516  DESIGNATION -  CADILLAC MUNICIPAL TANK
 PL0516  PID         -  PL0516
 PL0516  STATE/COUNTY-  MI/WEXFORD
 PL0516  USGS QUAD   -  
 PL0516
 PL0516                         *CURRENT SURVEY CONTROL
 PL0516  ___________________________________________________________________
 PL0516* NAD 83(1994)-  44 15 25.63688(N)    085 23 44.05975(W)     ADJUSTED  
 PL0516* NAVD 88     -                                                        
 PL0516  ___________________________________________________________________
 PL0516  LAPLACE CORR-           4.16  (seconds)                    DEFLEC99
 PL0516  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 PL0516
 PL0516  HORZ ORDER  -  THIRD
 PL0516
 PL0516.The horizontal coordinates were established by classical geodetic methods
 PL0516.and adjusted by the National Geodetic Survey in February 1997..
 PL0516
 PL0516
 PL0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0516
 PL0516.The geoid height was determined by GEOID03.
 PL0516
 PL0516;                    North         East     Units Scale Factor Converg.
 PL0516;SPC MI C     -   105,026.368 5,917,836.158   MT  0.99998390   -0 43 36.6
 PL0516;SPC MI C     -   344,574.70 19,415,472.96   iFT  0.99998390   -0 43 36.6
 PL0516;UTM  16      - 4,901,683.024   628,077.222   MT  0.99980174   +1 07 11.5
 PL0516
 PL0516                          SUPERSEDED SURVEY CONTROL
 PL0516
 PL0516  NAD 83(1986)-  44 15 25.63641(N)    085 23 44.06194(W) AD(       ) 4
 PL0516  NAD 27      -  44 15 25.60289(N)    085 23 43.87224(W) AD(       ) 3
 PL0516
 PL0516.Superseded values are not recommended for survey control.
 PL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0516.See file dsdata.txt to determine how the superseded data were derived.
 PL0516
 PL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2807701683(NAD 83)
 PL0516_MARKER: 51 = TANK
 PL0516
 PL0516  HISTORY     - Date     Condition        Report By
 PL0516  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0516  HISTORY     - 19960705 GOOD             USPSQD
 PL0516  HISTORY     - 20021007 GOOD             USPSQD
 PL0516
 PL0516                          STATION DESCRIPTION
 PL0516
 PL0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0516'THE STATION, CADILLAC MUNICIPAL WATER TANK, IS THE LIGHT
 PL0516'ATOP, NOT CENTER.  IT HAS A CYLINDRICAL BODY, DOME SHAPED
 PL0516'TOP, HEMISPHERICAL BOTTOM, SUPPORTED BY 10 TUBULAR LEGS,
 PL0516'PAINTED PALE GREEN WITH BLACK LETTERING (CADILLAC) AND
 PL0516'IS 42.7 METERS IN HEIGHT.
 PL0516'
 PL0516'THE STATION IS LOCATED IN THE NORTHEAST PART OF CADILLAC,
 PL0516'ABOUT 61 METERS (200 FT) SOUTH OF EAST NORTH STREET AND IS
 PL0516'OWNED BY THE CITY OF CADILLAC.
 PL0516'
 PL0516'DESCRIBED BY R.L. ZURFLUH.
 PL0516
 PL0516                          STATION RECOVERY (1996)
 PL0516
 PL0516'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0516'RECOVERED IN GOOD CONDITION.
 PL0516
 PL0516                          STATION RECOVERY (2002)
 PL0516
 PL0516'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0516'THE STATION IS PAINTED BLUE WITH WHITE LETTERING ( CADILLAC ).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0514 ***********************************************************************
 PL0514  DESIGNATION -  CADILLAC WHITE STACK
 PL0514  PID         -  PL0514
 PL0514  STATE/COUNTY-  MI/WEXFORD
 PL0514  USGS QUAD   -  
 PL0514
 PL0514                         *CURRENT SURVEY CONTROL
 PL0514  ___________________________________________________________________
 PL0514* NAD 83(1994)-  44 15 53.38501(N)    085 24 28.75767(W)     ADJUSTED  
 PL0514* NAVD 88     -                                                        
 PL0514  ___________________________________________________________________
 PL0514  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 PL0514  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 PL0514
 PL0514  HORZ ORDER  -  THIRD
 PL0514
 PL0514.The horizontal coordinates were established by classical geodetic methods
 PL0514.and adjusted by the National Geodetic Survey in February 1997..
 PL0514
 PL0514
 PL0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0514
 PL0514.The geoid height was determined by GEOID03.
 PL0514
 PL0514;                    North         East     Units Scale Factor Converg.
 PL0514;SPC MI C     -   105,895.408 5,916,855.714   MT  0.99998231   -0 44 08.2
 PL0514;SPC MI C     -   347,425.88 19,412,256.28   iFT  0.99998231   -0 44 08.2
 PL0514;UTM  16      - 4,902,519.862   627,069.464   MT  0.99979858   +1 06 40.8
 PL0514
 PL0514                          SUPERSEDED SURVEY CONTROL
 PL0514
 PL0514  NAD 83(1986)-  44 15 53.38356(N)    085 24 28.76003(W) AD(       ) 4
 PL0514  NAD 27      -  44 15 53.35666(N)    085 24 28.56765(W) AD(       ) 3
 PL0514
 PL0514.Superseded values are not recommended for survey control.
 PL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0514.See file dsdata.txt to determine how the superseded data were derived.
 PL0514
 PL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2706902520(NAD 83)
 PL0514
 PL0514  HISTORY     - Date     Condition        Report By
 PL0514  HISTORY     - UNK      MONUMENTED
 PL0514  HISTORY     - 1954     SEE DESCRIPTION  USGS
 PL0514  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0514  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 PL0514
 PL0514                          STATION DESCRIPTION
 PL0514
 PL0514'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 PL0514'CADILLAC, IN THE N EDGE
 PL0514'OF THE CITY, ON
 PL0514'THE W SIDE OF THE PENNSYLVANIA RAILROAD AND S OF
 PL0514'A ROAD ON A LINE, BETWEEN SECTIONS
 PL0514'28 AND 33, T 22 N, R 9 W, AT
 PL0514'CADILLAC MALLEABLE IRON COMPANY.  THE HIGHEST AND
 PL0514'LARGEST OF TWO
 PL0514'STACKS.
 PL0514
 PL0514                          STATION RECOVERY (1996)
 PL0514
 PL0514'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0514'MARK NOT FOUND.
 PL0514
 PL0514                          STATION RECOVERY (2002)
 PL0514
 PL0514'RECOVERY NOTE BY US POWER SQUADRON 2002 (JC)
 PL0514'NOT FOUND, OLD BUILDINGS GONE AND NEW  ONES IN PLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0510 ***********************************************************************
 PL0510  DESIGNATION -  CADILLAC WWTV TV MAST
 PL0510  PID         -  PL0510
 PL0510  STATE/COUNTY-  MI/OSCEOLA
 PL0510  USGS QUAD   -  
 PL0510
 PL0510                         *CURRENT SURVEY CONTROL
 PL0510  ___________________________________________________________________
 PL0510* NAD 83(1994)-  44 08 11.85059(N)    085 20 33.93007(W)     ADJUSTED  
 PL0510* NAVD 88     -                                                        
 PL0510  ___________________________________________________________________
 PL0510  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 PL0510  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 PL0510
 PL0510  HORZ ORDER  -  THIRD
 PL0510
 PL0510.The horizontal coordinates were established by classical geodetic methods
 PL0510.and adjusted by the National Geodetic Survey in February 1997..
 PL0510
 PL0510
 PL0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0510
 PL0510.The geoid height was determined by GEOID03.
 PL0510
 PL0510;                    North         East     Units Scale Factor Converg.
 PL0510;SPC MI C     -    91,586.183 5,921,892.301   MT  1.00001103   -0 41 22.3
 PL0510;SPC MI C     -   300,479.60 19,428,780.52   iFT  1.00001103   -0 41 22.3
 PL0510;UTM  16      - 4,888,382.918   632,563.186   MT  0.99981613   +1 09 15.2
 PL0510
 PL0510                          SUPERSEDED SURVEY CONTROL
 PL0510
 PL0510  NAD 83(1986)-  44 08 11.84805(N)    085 20 33.93374(W) AD(       ) 4
 PL0510  NAD 27      -  44 08 11.82143(N)    085 20 33.76274(W) AD(       ) 3
 PL0510
 PL0510.Superseded values are not recommended for survey control.
 PL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0510.See file dsdata.txt to determine how the superseded data were derived.
 PL0510
 PL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3256388383(NAD 83)
 PL0510_MARKER: 42 = RADIO/TV MAST
 PL0510_MARK LOGO: NGS   
 PL0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0510+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0510
 PL0510  HISTORY     - Date     Condition        Report By
 PL0510  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0510  HISTORY     - 1980     GOOD             NGS
 PL0510  HISTORY     - 19850511 GOOD             NGS
 PL0510  HISTORY     - 19940903 GOOD             USPSQD
 PL0510  HISTORY     - 20010927 GOOD             USPSQD
 PL0510
 PL0510                          STATION DESCRIPTION
 PL0510
 PL0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0510'THE STATION, CADILLAC WWTV TELEVISION MAST, IS LIGHT TOP
 PL0510'CENTER.  IT IS A GUYED, TRUSS-WORK MAST, PAINTED ALTERNATE
 PL0510'RED AND WHITE, AND IS 394.7 METERS IN HEIGHT.
 PL0510'
 PL0510'THE STATION IS LOCATED ABOUT 13.7 KM (8-1/2 MI)
 PL0510'SOUTH-SOUTHEAST OF CADILLAC, 3.2 KM (2 MI) SOUTH-SOUTHWEST
 PL0510'OF THE JUNCTION OF THE OSCEOLA, WEXFORD, AND MISSAUKEE
 PL0510'COUNTY LINES, 2.4 KM (1-1/2 MI) SOUTHWEST OF STATE HIGHWAY
 PL0510'115, AND IN THE SW1/4,S12,T20N,R9W OF SHERMAN TOWNSHIP.
 PL0510'IT IS OWNED AND MAINTAINED BY FETZER BROADCASTING COMPANY,
 PL0510'1111 SOUTH MITCHELL, CADILLAC, MI 49601.
 PL0510'TELEPHONE NUMBER 616-775-0143.
 PL0510'
 PL0510'DESCRIBED BY R.L. ZURFLUH.
 PL0510
 PL0510                          STATION RECOVERY (1980)
 PL0510
 PL0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 PL0510'RECOVERED IN GOOD CONDITION.
 PL0510
 PL0510                          STATION RECOVERY (1985)
 PL0510
 PL0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PL0510'STATION IS LOCATED IN QUAD. 440852.  NO DESCRIPTION WAS AVAILABLE AT
 PL0510'THIS TIME TO COMPARE.  THE LANDMARK WAS USED IN CONJUNCTION WITH
 PL0510'STATION CADILLAC 1931 AND WAS NOT PHYSICALLY VISITED AT THIS TIME.
 PL0510'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PL0510
 PL0510                          STATION RECOVERY (1994)
 PL0510
 PL0510'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0510'RECOVERED IN GOOD CONDITION.
 PL0510
 PL0510                          STATION RECOVERY (2001)
 PL0510
 PL0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0044 ***********************************************************************
 NE0044  DESIGNATION -  CADY USLS
 NE0044  PID         -  NE0044
 NE0044  STATE/COUNTY-  MI/ST CLAIR
 NE0044  USGS QUAD   -  PORT HURON (1991)
 NE0044
 NE0044                         *CURRENT SURVEY CONTROL
 NE0044  ___________________________________________________________________
 NE0044* NAD 83(1986)-  42 55 44.     (N)    082 27 34.     (W)     SCALED    
 NE0044* NAVD 88     -       182.349  (meters)     598.26   (feet)  ADJUSTED  
 NE0044  ___________________________________________________________________
 NE0044  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0044  DYNAMIC HT  -         182.303 (meters)     598.11  (feet)  COMP
 NE0044  MODELED GRAV-     980,362.6   (mgal)                       NAVD 88
 NE0044
 NE0044  VERT ORDER  -  FIRST     CLASS 0
 NE0044
 NE0044.The horizontal coordinates were scaled from a topographic map and have
 NE0044.an estimated accuracy of +/- 6 seconds.
 NE0044
 NE0044.The orthometric height was determined by differential leveling
 NE0044.and adjusted by the National Geodetic Survey in June 1991..
 NE0044
 NE0044.The geoid height was determined by GEOID03.
 NE0044
 NE0044.The dynamic height is computed by dividing the NAVD 88
 NE0044.geopotential number by the normal gravity value computed on the
 NE0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0044.degrees latitude (g = 980.6199 gals.).
 NE0044
 NE0044.The modeled gravity was interpolated from observed gravity values.
 NE0044
 NE0044;                    North         East    Units  Estimated Accuracy
 NE0044;SPC MI S     -   160,480.    4,155,670.      MT  (+/- 180 meters Scaled)
 NE0044
 NE0044                          SUPERSEDED SURVEY CONTROL
 NE0044
 NE0044  NGVD 29 (??/??/??)  182.469  (m)          598.65   (f) ADJUSTED    1 0
 NE0044
 NE0044.Superseded values are not recommended for survey control.
 NE0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0044.See file dsdata.txt to determine how the superseded data were derived.
 NE0044
 NE0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH809539(NAD 83)
 NE0044_MARKER: B = BOLT
 NE0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0044_PROJECTION: RECESSED 5 CENTIMETERS
 NE0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0044+STABILITY: SURFACE MOTION
 NE0044
 NE0044  HISTORY     - Date     Condition        Report By
 NE0044  HISTORY     - 1924     MONUMENTED       USLS
 NE0044  HISTORY     - 1970     GOOD             USLS
 NE0044  HISTORY     - 1980     GOOD             NGS
 NE0044  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0044
 NE0044                          STATION DESCRIPTION
 NE0044
 NE0044'DESCRIBED BY US LAKE SURVEY 1970
 NE0044'AT MARYSVILLE.
 NE0044'CADY IS AT MARSYVILLE, ST. CLAIR COUNTY, MICHIGAN, ON SOUTHEAST
 NE0044'SIDE OF MILITARY STREET (HIGHWAY U.S. 25), ABOUT 183 FEET
 NE0044'UPRIVER FROM UPRIVER IRON PICKET FENCE OF THE DETROIT EDISON
 NE0044'COMPANY, 50.1 FEET SOUTHWESTERLY OF UTILITY POLE 9253, 20.0
 NE0044'FEET NORTHERLY OF A 24 INCH MAPLE, 8.5 FEET WESTERLY OF A
 NE0044'14 INCH LEANING BOX ELDER, 2.0 FEET SOUTHEAST OF SOUTHWEST
 NE0044'EDGE OF CURB, 1.5 FEET SOUTHWEST OF SOUTHWEST EDGE OF DRIVEWAY
 NE0044'CURB, JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 NE0044'TOP OF BRASS BOLT SET INTO TOP OF A 7 INCH SQUARE CONCRETE POST,
 NE0044'MARKED USBM.  NOTE-- PREV. DESIG. BM CADY 1924
 NE0044
 NE0044                          STATION RECOVERY (1980)
 NE0044
 NE0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0044'IN MARYSVILLE, 0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG STATE
 NE0044'HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 29, SET SOUTHEAST OF
 NE0044'THE SOUTHEAST CURB OF HIGHWAY 25, ON THE SOUTHWEST SIDE OF AN
 NE0044'ENTRANCE DRIVE WITH A LOCKED GATE FOR A SMALL PARK ON THE BANK OF
 NE0044'THE ST CLAIR RIVER, NOTE THIS MARK IS A 3/8-INCH BRASS BOLT IN TOP
 NE0044'CENTER OF A 7-INCH SQUARE CONCRETE POST ABOUT 2 INCHES BELOW THE
 NE0044'GROUND, 15.2 METERS (50.1 FEET) SOUTHWEST OF POWER POLE 9253 WITH
 NE0044'A SECURITY LIGHT, 55.7 METERS (183 FEET) NORTHEAST OF THE IRON
 NE0044'SPOKE FENCE AT THE NORTHWEST END OF THE DETROIT EDISON POWER PLANT,
 NE0044'3.71 METERS (12.2 FEET) NORTHWEST OF THE SOUTHWEST GATE POST OF THE
 NE0044'FENCE AROUND THE PARK, 0.6 METER (2.0 FEET) SOUTHEAST OF THE
 NE0044'CURB OF THE HIGHWAY.
 NE0044'THE MARK IS 0.46 METERS  NE FROM A WITNESS POST.
 NE0044
 NE0044                          STATION RECOVERY (1994)
 NE0044
 NE0044'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0869 ***********************************************************************
 NE0869  DESIGNATION -  CAISSON
 NE0869  PID         -  NE0869
 NE0869  STATE/COUNTY-  MI/WAYNE
 NE0869  USGS QUAD   -  DETROIT (1980)
 NE0869
 NE0869                         *CURRENT SURVEY CONTROL
 NE0869  ___________________________________________________________________
 NE0869* NAD 83(1986)-  42 18 51.     (N)    083 04 32.     (W)     SCALED    
 NE0869* NAVD 88     -       179.513  (meters)     588.95   (feet)  ADJUSTED  
 NE0869  ___________________________________________________________________
 NE0869  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0869  DYNAMIC HT  -         179.460 (meters)     588.78  (feet)  COMP
 NE0869  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NE0869
 NE0869  VERT ORDER  -  FIRST     CLASS II
 NE0869
 NE0869.The horizontal coordinates were scaled from a topographic map and have
 NE0869.an estimated accuracy of +/- 6 seconds.
 NE0869
 NE0869.The orthometric height was determined by differential leveling
 NE0869.and adjusted by the National Geodetic Survey in June 1991..
 NE0869.WARNING-Repeat measurements at this control monument indicate possible
 NE0869.vertical movement.
 NE0869
 NE0869.The geoid height was determined by GEOID03.
 NE0869
 NE0869.The dynamic height is computed by dividing the NAVD 88
 NE0869.geopotential number by the normal gravity value computed on the
 NE0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0869.degrees latitude (g = 980.6199 gals.).
 NE0869
 NE0869.The modeled gravity was interpolated from observed gravity values.
 NE0869
 NE0869;                    North         East    Units  Estimated Accuracy
 NE0869;SPC MI S     -    91,250.    4,106,430.      MT  (+/- 180 meters Scaled)
 NE0869
 NE0869                          SUPERSEDED SURVEY CONTROL
 NE0869
 NE0869  NGVD 29 (01/19/93)  179.687  (m)          589.52   (f) ADJUSTED    1 2
 NE0869
 NE0869.Superseded values are not recommended for survey control.
 NE0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0869.See file dsdata.txt to determine how the superseded data were derived.
 NE0869
 NE0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG289867(NAD 83)
 NE0869_MARKER: DD = SURVEY DISK
 NE0869_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0869_SP_SET: BRIDGE FOUNDATION
 NE0869_STAMPING: CAISSON 1959
 NE0869_MARK LOGO: USE   
 NE0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0869+STABILITY: POSITION/ELEVATION WELL
 NE0869
 NE0869  HISTORY     - Date     Condition        Report By
 NE0869  HISTORY     - 1959     MONUMENTED       USE
 NE0869  HISTORY     - 1980     GOOD             NGS
 NE0869  HISTORY     - 1985     GOOD             NGS
 NE0869  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0869
 NE0869                          STATION DESCRIPTION
 NE0869
 NE0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0869'IN DETROIT.
 NE0869'IN DETROIT, UNDER THE AMBASSADOR BRIDGE SET IN THE TOP AND ON SOUTH-
 NE0869'EAST SIDE OF THE NORTHEAST CONCRETE FOUNDATION OF THE NORTHEAST ONE
 NE0869'OF TWO STEEL PIERS, WHICH IS NEAREST TO THE RIVER.
 NE0869'NOTE-THIS IS A MASSIVE STRUCTURE.
 NE0869
 NE0869                          STATION RECOVERY (1985)
 NE0869
 NE0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0869'RECOVERED IN GOOD CONDITION.  ADD--248.7 M (815.9 FT) SOUTHEAST OF THE
 NE0869'CENTER OF JEFFERSON AVENUE, AND 15.2 M (49.9 FT) SOUTHWEST OF THE
 NE0869'EXTENDED CENTER OF 21ST STREET.
 NE0869
 NE0869                          STATION RECOVERY (1999)
 NE0869
 NE0869'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0304 ***********************************************************************
 QJ0304  DESIGNATION -  CALCITE BREAKWATER LT 813
 QJ0304  PID         -  QJ0304
 QJ0304  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0304  USGS QUAD   -  ROGERS CITY (1971)
 QJ0304
 QJ0304                         *CURRENT SURVEY CONTROL
 QJ0304  ___________________________________________________________________
 QJ0304* NAD 83(1994)-  45 25 03.05477(N)    083 46 22.96501(W)     ADJUSTED  
 QJ0304* NAVD 88     -                                                        
 QJ0304  ___________________________________________________________________
 QJ0304  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 QJ0304  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 QJ0304
 QJ0304  HORZ ORDER  -  THIRD
 QJ0304
 QJ0304.The horizontal coordinates were established by classical geodetic methods
 QJ0304.and adjusted by the National Geodetic Survey in February 1997..
 QJ0304
 QJ0304
 QJ0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0304
 QJ0304.The geoid height was determined by GEOID03.
 QJ0304
 QJ0304;                    North         East     Units Scale Factor Converg.
 QJ0304;SPC MI C     -   233,619.336 6,046,461.071   MT  0.99994693   +0 25 09.6
 QJ0304;SPC MI C     -   766,467.64 19,837,470.71   iFT  0.99994693   +0 25 09.6
 QJ0304;UTM  17      - 5,033,073.758   283,035.814   MT  1.00017881   -1 58 33.0
 QJ0304
 QJ0304                          SUPERSEDED SURVEY CONTROL
 QJ0304
 QJ0304  NAD 83(1986)-  45 25 03.04337(N)    083 46 22.96736(W) AD(       ) 4
 QJ0304  NAD 27      -  45 25 02.99700(N)    083 46 22.97900(W) AD(       ) 3
 QJ0304
 QJ0304.Superseded values are not recommended for survey control.
 QJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0304.See file dsdata.txt to determine how the superseded data were derived.
 QJ0304
 QJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8303633074(NAD 83)
 QJ0304_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0304
 QJ0304  HISTORY     - Date     Condition        Report By
 QJ0304  HISTORY     - 1956     MONUMENTED       CGS
 QJ0304  HISTORY     - 1979     GOOD             NOS
 QJ0304
 QJ0304                          STATION DESCRIPTION
 QJ0304
 QJ0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0304'THE STATION IS ABOUT 0.75 MILE EAST OF THE BUSINESS DISTRICT
 QJ0304'OF ROGERS CITY ON
 QJ0304'THE OUTER END OF THE WEST BREAKWATER OF LAKE HURON.  THE POINT
 QJ0304'INTERSECTED WAS THE CENTER OF THE
 QJ0304'OCCULTING RED LIGHT ON THE TOP OF A WHITE SKELTON TOWER.
 QJ0304'THE LIGHT ABOVE LOW WATER IS 49 FEET.
 QJ0304'
 QJ0304'THE STATION IS LISTED AS NUMBER 813 CALCITE BREAKWATER IN THE GREAT
 QJ0304'LAKES LIST MANUAL CG-159.
 QJ0304
 QJ0304                          STATION RECOVERY (1979)
 QJ0304
 QJ0304'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0304'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0306 ***********************************************************************
 QJ0306  DESIGNATION -  CALCITE LIGHT 816
 QJ0306  PID         -  QJ0306
 QJ0306  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0306  USGS QUAD   -  ROGERS CITY (1971)
 QJ0306
 QJ0306                         *CURRENT SURVEY CONTROL
 QJ0306  ___________________________________________________________________
 QJ0306* NAD 83(1994)-  45 24 36.10661(N)    083 47 11.99888(W)     ADJUSTED  
 QJ0306* NAVD 88     -                                                        
 QJ0306  ___________________________________________________________________
 QJ0306  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 QJ0306  GEOID HEIGHT-         -36.84  (meters)                     GEOID03
 QJ0306
 QJ0306  HORZ ORDER  -  THIRD
 QJ0306
 QJ0306.The horizontal coordinates were established by classical geodetic methods
 QJ0306.and adjusted by the National Geodetic Survey in February 1997..
 QJ0306
 QJ0306
 QJ0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0306
 QJ0306.The geoid height was determined by GEOID03.
 QJ0306
 QJ0306;                    North         East     Units Scale Factor Converg.
 QJ0306;SPC MI C     -   232,779.740 6,045,400.997   MT  0.99994585   +0 24 35.0
 QJ0306;SPC MI C     -   763,713.06 19,833,992.77   iFT  0.99994585   +0 24 35.0
 QJ0306;UTM  17      - 5,032,279.010   281,941.323   MT  1.00018466   -1 59 07.1
 QJ0306
 QJ0306                          SUPERSEDED SURVEY CONTROL
 QJ0306
 QJ0306  NAD 83(1986)-  45 24 36.09730(N)    083 47 11.99973(W) AD(       ) 4
 QJ0306  NAD 27      -  45 24 36.04900(N)    083 47 12.01200(W) AD(       ) 3
 QJ0306
 QJ0306.Superseded values are not recommended for survey control.
 QJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0306.See file dsdata.txt to determine how the superseded data were derived.
 QJ0306
 QJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8194132279(NAD 83)
 QJ0306
 QJ0306  HISTORY     - Date     Condition        Report By
 QJ0306  HISTORY     - 1956     MONUMENTED       CGS
 QJ0306
 QJ0306                          STATION DESCRIPTION
 QJ0306
 QJ0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WMN)
 QJ0306'THE STATION IS ABOUT 1.25 MILES SOUTHEAST OF THE BUSINESS
 QJ0306'DISTRICT OF ROGERS
 QJ0306'CITY AT THE INNER END OF SLIP OF LAKE HURON.  THE POINT INTERSECTED
 QJ0306'WAS THE CENTER OF THE NEON LIGHT
 QJ0306'WHICH IS ON THE TOP OF THE MICHIGAN LIMESTONE DIVISION
 QJ0306'U.S. STEEL SCREEN HOUSE.  THE NEON LIGHT IS A FIXED
 QJ0306'RED LIGHT ABOUT 12 FEET HIGH AND
 QJ0306'8 FEET WIDE.  THE LIGHT ABOVE LOW WATER IS 191 FEET.
 QJ0306'
 QJ0306'THE STATION IS LISTED AS NUMBER 816 CALCITE IN THE GREAT LAKES LIGHT
 QJ0306'LIST MANUAL CG-159.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0588 ***********************************************************************
 PL0588  DESIGNATION -  CALDWELL
 PL0588  PID         -  PL0588
 PL0588  STATE/COUNTY-  MI/OSCODA
 PL0588  USGS QUAD   -  ISLAND LAKE (1972)
 PL0588
 PL0588                         *CURRENT SURVEY CONTROL
 PL0588  ___________________________________________________________________
 PL0588* NAD 83(1994)-  44 30 36.01218(N)    084 07 41.73581(W)     ADJUSTED  
 PL0588* NAVD 88     -       409.4    (meters)    1343.     (feet)  GPS OBS   
 PL0588  ___________________________________________________________________
 PL0588  X           -     466,107.555 (meters)                     COMP
 PL0588  Y           -  -4,532,291.555 (meters)                     COMP
 PL0588  Z           -   4,448,943.506 (meters)                     COMP
 PL0588  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 PL0588  ELLIP HEIGHT-         374.50  (meters)          (07/17/02) GPS OBS
 PL0588  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0588
 PL0588  HORZ ORDER  -  FIRST
 PL0588  ELLP ORDER  -  FOURTH    CLASS I
 PL0588
 PL0588.The horizontal coordinates were established by GPS observations
 PL0588.and adjusted by the National Geodetic Survey in February 1997..
 PL0588
 PL0588.The orthometric height was determined by GPS observations and a
 PL0588.high-resolution geoid model.
 PL0588
 PL0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0588
 PL0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0588
 PL0588.The ellipsoidal height was determined by GPS observations
 PL0588.and is referenced to NAD 83.
 PL0588
 PL0588.The geoid height was determined by GEOID03.
 PL0588
 PL0588;                    North         East     Units Scale Factor Converg.
 PL0588;SPC MI C     -   132,632.160 6,018,955.997   MT  0.99994114   +0 10 06.3
 PL0588;SPC MI C     -   435,144.88 19,747,230.96   iFT  0.99994114   +0 10 06.3
 PL0588;UTM  16      - 4,932,532.185   728,259.599   MT  1.00024079   +2 00 50.6
 PL0588
 PL0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0588!SPC MI C     -   0.99994128  x   0.99994114  =   0.99988243
 PL0588!UTM  16      -   0.99994128  x   1.00024079  =   1.00018206
 PL0588
 PL0588                          SUPERSEDED SURVEY CONTROL
 PL0588
 PL0588  ELLIP H (02/03/97)  374.51   (m)                       GP(       ) 4 1
 PL0588  NAD 83(1986)-  44 30 36.00518(N)    084 07 41.74597(W) AD(       ) 1
 PL0588
 PL0588.Superseded values are not recommended for survey control.
 PL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0588.See file dsdata.txt to determine how the superseded data were derived.
 PL0588
 PL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2826032532(NAD 83)
 PL0588_MARKER: DD = SURVEY DISK
 PL0588_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PL0588_SP_SET: PREFAB CONC. POST IN CONCRETE
 PL0588_STAMPING: CALDWELL 1991
 PL0588_MARK LOGO: USFS  
 PL0588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0588+STABILITY: SURFACE MOTION
 PL0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0588+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PL0588
 PL0588  HISTORY     - Date     Condition        Report By
 PL0588  HISTORY     - 1991     MONUMENTED       USFS
 PL0588  HISTORY     - 20011205 GOOD             NGS
 PL0588
 PL0588                          STATION DESCRIPTION
 PL0588
 PL0588'DESCRIBED BY US FOREST SERVICE 1991
 PL0588'FROM THE INTERSECTION OF M-33 AND M-72 IN DOWNTOWN MIO PROCEED SOUTH
 PL0588'ALONG M-33, 9.9 MI (15.9 KM) TO STATION ON RIGHT, 52 FT (15.8 M) WEST
 PL0588'OF THE CENTERLINE OF M-33, 760 FT (231.6 M) NORTH OF THE SOUTHEAST
 PL0588'CORNER OF SECTION 36 T25N R2E, IN THE CENTERLINE OF AN ABANDONED ROAD
 PL0588'GRADE, 1 FT (0.3 M) SOUTH OF A FIBERGLASS SURVEY MARKER POST, STATION
 PL0588'MARK IS COMPOSED OF A 3 INCH DIAMETER BRASS CAP ATOP A 5 INCH SQUARE
 PL0588'BY 36 INCH LONG CONCRETE MONUMENT, WITH REINFORCING ROD, SET 4 INCHES
 PL0588'BELOW THE SURFACE AND SURROUNDED BY 100 POUNDS OF REDI-MIX.
 PL0588
 PL0588                          STATION RECOVERY (2001)
 PL0588
 PL0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0588'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1785 ***********************************************************************
 NF1785  DESIGNATION -  CALLADINE
 NF1785  PID         -  NF1785
 NF1785  STATE/COUNTY-  MI/CALHOUN
 NF1785  USGS QUAD   -  BATTLE CREEK (1985)
 NF1785
 NF1785                         *CURRENT SURVEY CONTROL
 NF1785  ___________________________________________________________________
 NF1785* NAD 83(1994)-  42 18 04.82083(N)    085 09 52.55688(W)     ADJUSTED  
 NF1785* NAVD 88     -       265.8    (meters)     872.     (feet)  VERTCON   
 NF1785  ___________________________________________________________________
 NF1785  X           -     398,262.333 (meters)                     COMP
 NF1785  Y           -  -4,707,893.264 (meters)                     COMP
 NF1785  Z           -   4,270,575.475 (meters)                     COMP
 NF1785  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NF1785  ELLIP HEIGHT-         232.38  (meters)          (07/17/02) GPS OBS
 NF1785  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF1785
 NF1785  HORZ ORDER  -  FIRST
 NF1785  ELLP ORDER  -  FOURTH    CLASS I
 NF1785
 NF1785.The horizontal coordinates were established by GPS observations
 NF1785.and adjusted by the National Geodetic Survey in February 1997..
 NF1785
 NF1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1785
 NF1785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1785
 NF1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1785
 NF1785.The ellipsoidal height was determined by GPS observations
 NF1785.and is referenced to NAD 83.
 NF1785
 NF1785.The geoid height was determined by GEOID03.
 NF1785
 NF1785;                    North         East     Units Scale Factor Converg.
 NF1785;SPC MI S     -    89,323.041 3,934,207.229   MT  0.99995841   -0 32 34.9
 NF1785;SPC MI S     -   293,054.60 12,907,504.03   iFT  0.99995841   -0 32 34.9
 NF1785;UTM  16      - 4,684,865.586   651,286.755   MT  0.99988162   +1 14 07.8
 NF1785
 NF1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1785!SPC MI S     -   0.99996356  x   0.99995841  =   0.99992197
 NF1785!UTM  16      -   0.99996356  x   0.99988162  =   0.99984518
 NF1785
 NF1785                          SUPERSEDED SURVEY CONTROL
 NF1785
 NF1785  ELLIP H (02/03/97)  232.39   (m)                       GP(       ) 4 1
 NF1785  NAD 83(1986)-  42 18 04.82091(N)    085 09 52.57105(W) AD(       ) 1
 NF1785  NGVD 29 (09/14/93)  265.9    (m)          872.     (f) GPS OBS        
 NF1785
 NF1785.Superseded values are not recommended for survey control.
 NF1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1785.See file dsdata.txt to determine how the superseded data were derived.
 NF1785
 NF1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5128784866(NAD 83)
 NF1785_MARKER: I = METAL ROD
 NF1785_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1785_SP_SET: STAINLESS STEEL ROD
 NF1785_STAMPING: CALLADINE 1992
 NF1785_MARK LOGO: HOLDEN
 NF1785_PROJECTION: FLUSH
 NF1785_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1785+STABILITY: POSITION/ELEVATION WELL
 NF1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1785+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 NF1785_ROD/PIPE-DEPTH: 7.3  meters
 NF1785
 NF1785  HISTORY     - Date     Condition        Report By
 NF1785  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1785  HISTORY     - 20011128 POOR             NGS
 NF1785  HISTORY     - 20031018 GOOD             USPSQD
 NF1785
 NF1785                          STATION DESCRIPTION
 NF1785
 NF1785'DESCRIBED BY HOLDEN GPS 1992
 NF1785'STATION IS LOCATED ABOUT 2 1/2 MILES EAST NORTHEAST OF THE CENTER OF
 NF1785'GOGUAC LAKE, 1 1/2 MILES NORTH NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1785'BEADLE LAKE ROAD AND 2 1/2 MILES NORTH NORTHEAST OF THE I-94
 NF1785'INTERCHANGE WITH M-66, IN QUAD 420852. IT IS IN THE CITY OF BATTLE
 NF1785'CREEK AND CAN BE PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK IN
 NF1785'THE NE 1/4 OF SECTION 18 T2S,R7W, EMMETT TOWNSHIP.
 NF1785'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 2.0
 NF1785'MI (3.2 KM) TO COLUMBIA ROAD, TURN RIGHT AND GO EAST ON COLUMBIA ROAD
 NF1785'0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT IN FRONT OF CALLADINES
 NF1785'ELECTRONICS.
 NF1785'STATION IS 6.0FTSOUTH OF THE SOUTHERLY CURB OF COLUMBIA RD, 66 FT
 NF1785'(20.1 M) NORTHEAST FROM A UTILITY POLE, 66 FT (20.1 M) WEST FROM A
 NF1785'FIRE HYDRANT AND 24 FT (7.3 M) FROM THE NORTHERLY EDGE OF THE PARKING
 NF1785'LOT IN FRONT OF CALLADINE ELECTRONICS.
 NF1785'STATION IS GROUND VISIBLE WITH STATION RAYMOND THAT IS 1.7 KM
 NF1785'(1.1 MI) ON THE HILL TO THE NORTHEAST AT COLUMBIA AVENUE AND RAYMOND.
 NF1785
 NF1785                          STATION RECOVERY (2001)
 NF1785
 NF1785'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1785'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1785
 NF1785                          STATION RECOVERY (2003)
 NF1785
 NF1785'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1785'COVER MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0184 ***********************************************************************
 SG0184  DESIGNATION -  CALUMET
 SG0184  PID         -  SG0184
 SG0184  STATE/COUNTY-  MI/HOUGHTON
 SG0184  USGS QUAD   -  AHMEEK (1980)
 SG0184
 SG0184                         *CURRENT SURVEY CONTROL
 SG0184  ___________________________________________________________________
 SG0184* NAD 83(1994)-  47 15 02.77971(N)    088 24 36.87831(W)     ADJUSTED  
 SG0184* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 SG0184  ___________________________________________________________________
 SG0184  LAPLACE CORR-         -18.03  (seconds)                    DEFLEC99
 SG0184  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 SG0184
 SG0184  HORZ ORDER  -  FIRST
 SG0184
 SG0184.The horizontal coordinates were established by classical geodetic methods
 SG0184.and adjusted by the National Geodetic Survey in February 1997..
 SG0184
 SG0184.The orthometric height was scaled from a topographic map.
 SG0184
 SG0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0184
 SG0184.The geoid height was determined by GEOID03.
 SG0184
 SG0184;                    North         East     Units Scale Factor Converg.
 SG0184;SPC MI N     -   275,206.870 7,893,246.170   MT  1.00004521   -1 01 09.5
 SG0184;SPC MI N     -   902,909.68 25,896,476.94   iFT  1.00004521   -1 01 09.5
 SG0184;UTM  16      - 5,233,996.585   393,288.898   MT  0.99973995   -1 02 08.5
 SG0184
 SG0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0184!SPC MI N     -   0.99994520  x   1.00004521  =   0.99999041
 SG0184!UTM  16      -   0.99994520  x   0.99973995  =   0.99968517
 SG0184
 SG0184|---------------------------------------------------------------------|
 SG0184| PID    Reference Object                     Distance      Geod. Az  |
 SG0184|                                                           dddmmss.s |
 SG0184| SG0183 CALUMET FIRE TOWER MIGS 1934          9.090 METERS 04235     |
 SG0184| SG0163 GAY ABANDONED MINE STACK            APPROX.19.0 KM 0980055.6 |
 SG0184| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.44.7 KM 1353206.2 |
 SG0184| CJ2306 CALUMET AZ MK                                      1872009.0 |
 SG0184| CJ2307 CALUMET RM 1                         20.855 METERS 21522     |
 SG0184| SG0198 HANCOCK QUINCY MINING TOWN TK       APPROX.17.5 KM 2252835.5 |
 SG0184| SG0171 CALUMET C H COPPER CO H S STK       APPROX. 3.6 KM 2472200.8 |
 SG0184| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 2.8 KM 2561159.5 |
 SG0184| SG0181 CALUMET C H COPPER CO STACK         APPROX. 3.8 KM 2735119.9 |
 SG0184| CJ2308 CALUMET RM 2                         28.450 METERS 31510     |
 SG0184| CJ2309 CALUMET RM 3                                       35753     |
 SG0184|---------------------------------------------------------------------|
 SG0184
 SG0184                          SUPERSEDED SURVEY CONTROL
 SG0184
 SG0184  NAD 83(1986)-  47 15 02.77445(N)    088 24 36.85131(W) AD(       ) 1
 SG0184  NAD 27      -  47 15 03.04100(N)    088 24 36.42300(W) AD(       ) 1
 SG0184
 SG0184.Superseded values are not recommended for survey control.
 SG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0184.See file dsdata.txt to determine how the superseded data were derived.
 SG0184
 SG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9328933997(NAD 83)
 SG0184_MARKER: DS = TRIANGULATION STATION DISK
 SG0184_SETTING: 66 = SET IN ROCK OUTCROP
 SG0184_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SG0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0184+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005
 SG0184
 SG0184  HISTORY     - Date     Condition        Report By
 SG0184  HISTORY     - 1939     MONUMENTED       CGS
 SG0184  HISTORY     - 1962     GOOD             CGS
 SG0184  HISTORY     - 1977     GOOD             NGS
 SG0184  HISTORY     - 1990     GOOD             NGS
 SG0184  HISTORY     - 19981116 GOOD             MIDT
 SG0184  HISTORY     - 20050505 GOOD             GEOCAC
 SG0184
 SG0184                          STATION DESCRIPTION
 SG0184
 SG0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0184'ABOUT 2 MILES EAST OF THE TOWN OF CALUMET, NEAR THE EAST
 SG0184'QUARTER CORNER OF SEC. 18, T. 56 N., R. 32 W., ON LAND BELIEVED
 SG0184'TO BE OWNED BY THE CALUMET AND HECLA MINING COMPANY, 19.2
 SG0184'FEET SOUTHWEST OF THE CALUMET FIRE TOWER LADDER LEG AND
 SG0184'29.80 FEET (9.088 METERS) SOUTHWEST OF U.S.C. AND G.S.
 SG0184'TRIANGULATION STATION CALUMET FIRE TOWER 1934 (MICH. GEOD. S.).
 SG0184'THE MARK IS SET IN BEDROCK 9 INCHES UNDERGROUND, AND IS
 SG0184'STAMPED CALUMET 1939.
 SG0184'
 SG0184'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY
 SG0184'41 IN CALUMET, DRIVE NORTHEAST ON U.S. HIGHWAY 41 FOR 1.1
 SG0184'MILES TO A DOUBLE TRACK RAILROAD CROSSING, CONTINUE AHEAD
 SG0184'FOR 0.3 MILE TO A CROSS ROAD, TURN RIGHT ON THE GRAVEL ROAD
 SG0184'AND DRIVE 0.2 MILE, TURN LEFT AT A FORK AND DRIVE 0.4 MILE
 SG0184'(PASSING TO THE NORTH OF THE OLD MINE BUILDINGS) TO A RAILROAD
 SG0184'Y, DRIVE TO THE LEFT, AROUND THE Y, AND CONTINUE 0.35 MILE
 SG0184'TO A FORK, TAKE THE RIGHT FORK AND DRIVE 0.35 MILE TO THE
 SG0184'STATION AND FIRE TOWER ON TOP OF THE KNOLL, ABOUT 150 FEET
 SG0184'TO THE LEFT.
 SG0184'
 SG0184'THE SURFACE MARK AND REFERENCE MARKS NO. 1 AND NO. 3 ARE
 SG0184'STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK.
 SG0184'REFERENCE MARK NO. 2 AND THE AZIMUTH
 SG0184'MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED
 SG0184'THERE IS NO UNDERGROUND MARK.
 SG0184'
 SG0184'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, STAMPED
 SG0184'CALUMET NO 1 1939 AND IS FLUSH WITH THE SURFACE OF THE BEDROCK.
 SG0184'
 SG0184'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, STAMPED
 SG0184'CALUMET NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0184'
 SG0184'REFERENCE MARK NO. 3 IS APPROXIMATELY 110 YARDS NORTH-NORTHWEST
 SG0184'OF THE STATION, IN THE TOP OF A LARGE OUTCROP OF BEDROCK,
 SG0184'AND IS SET FLUSH WITH THE SURFACE OF THE BEDROCK.  ROUGH
 SG0184'TERRAIN AND A SHORT TAPE PREVENTED ACCURATE MEASUREMENT.
 SG0184'THIS REFERENCE MARK IS IDENTICAL WITH REFERENCE MARK NO.
 SG0184'3 FOR CALUMET FIRE TOWER 1934 (MICH. GEOD. S.).
 SG0184'
 SG0184'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, ON THE TOP
 SG0184'OF A SMALL RIDGE, 1 FOOT NORTH OF A FENCE, 36 FEET EAST
 SG0184'OF A FORKED TREE, 150 FEET EAST OF A ROCK PILE AND ABOUT
 SG0184'70 YARDS WEST OF A NORTH-SOUTH FENCE, STAMPED CALUMET 1939
 SG0184'AND PROJECTS 2 INCHES ABOVE THE GROUND.
 SG0184'
 SG0184'TO REACH AZIMUTH MARK FROM THE STATION, DRIVE SOUTH 0.25
 SG0184'MILE TO A GROUP OF FARM BUILDINGS, THEN TURN SOUTHWEST ACROSS
 SG0184'A PASTURE AND DRIVE 0.15 MILE TO A GATE, GO THROUGH THE
 SG0184'GATE AND DRIVE 0.15 MILE SOUTHEAST TO THE ROCK PILE ACROSS
 SG0184'THE PASTURE.
 SG0184'
 SG0184'A 37-FOOT TOWER IS NEEDED TO CLEAR TREES NEAR THE STATION
 SG0184'TO SEE THE TOWERS AT STATIONS ARCADIA, WHEAL KATE AND PEQUAMING.
 SG0184'THE TOWER AT STATION GAY IS VISIBLE FROM THE GROUND.
 SG0184'
 SG0184'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 SG0184
 SG0184                          STATION RECOVERY (1962)
 SG0184
 SG0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0184'THE STATION AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED
 SG0184'IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS NOT
 SG0184'SEARCHED FOR.
 SG0184
 SG0184                          STATION RECOVERY (1977)
 SG0184
 SG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 SG0184'STATION MARK WAS RECOVERED ABOUT 10 INCHES BELOW THE SURFACE OF THE
 SG0184'GROUND AND FOUND IN GOOD CONDITION, REFERENCE MARKS 1, 2 AND 3
 SG0184'WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE FIRE TOWER HAS
 SG0184'BEEN REMOVED.  PART OF THE DISK FOR STATION CALUMET
 SG0184'MICH. GEOD. SURVEY WAS RECOVERED, THE TRIANGLE AND DOT ON MAIN
 SG0184'STEM WAS IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.
 SG0184'
 SG0184'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY
 SG0184'26 IN CALUMET GO NORTHEAST ON U.S. HIGHWAY 41 FOR 1.1 MILE TO
 SG0184'A RAILROAD CROSSING, CONTINUE AHEAD FOR 0.3 MILE TO A CROSS
 SG0184'ROAD.  TURN RIGHT ON GRAVEL ROAD AND GO 0.2 MILE TO A FORK.  TURN
 SG0184'LEFT AND GO 0.4 MILE TO A RAILROAD Y.  KEEP LEFT AROUND Y AND
 SG0184'CONTINUE 0.35 MILE TO A FORK.  KEEP RIGHT FORK AND GO FOR 0.35
 SG0184'MILE TO THE HIGHEST PART OF HILL AND STATION ACROSS FENCE ON
 SG0184'LARGE ROCK.
 SG0184'
 SG0184'NOTE REFERENCE MARK NUMBER 3 IS NOT V.G. TREES ARE ON LINE.
 SG0184'
 SG0184'A TOWER WOULD BE REQUIRED AT THIS STATION.
 SG0184'
 SG0184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0184'ABOUT 2 MILES EAST OF CALUMET.
 SG0184
 SG0184                          STATION RECOVERY (1990)
 SG0184
 SG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (RDS)
 SG0184'RECOVERED IN GOOD CONDITION.
 SG0184
 SG0184                          STATION RECOVERY (1998)
 SG0184
 SG0184'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0184'CALUMET, 1.65 MILES NE ALONG US-41 FROM JUNCTION OF M203, THENCE 1
 SG0184'MILE SE ALONG PAVED ROAD, THENCE 0.8 MILES SW ALONG GRAVEL GRAVEL RD
 SG0184'TO OLD RR GRADE SE-NW, THENCE 0.15 MILE NW ALONG ATV TRAIL. PACK OR
 SG0184'ATV SW 0.25 MILES TO TOP OF SECOND HILL AND THE MARK 39.8 FT SW OF THE
 SG0184'CENTER OF 4 OLD CONCRETE FOOTING. 10-INCHES BELOW GROUND. GPS=YES.
 SG0184
 SG0184                          STATION RECOVERY (2005)
 SG0184
 SG0184'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0184'RM 1 WAS FOUND EASILY, RM 2, RM 3 AND AZI WERE NOT LOOKED FOR.
 SG0184'THE SITE LOCATION APPEARS TO BE PRIVATE LAND. ACCESS ROADS HAVE BEEN
 SG0184'BLOCKED OFF. USED ATV FOLLOWING A POWER LINE OFF OF OLD RR GRADE SE
 SG0184'(SEE 1998 TO REACH) THENCE WEST TO TOP OF HILL AND THE STAION ON THE
 SG0184'RIGHT. THE OLD TOWER FOOTING ARE THE ONLY NOTABLE REFERENCE IN
 SG0184'LOCATING THE STATION.
 SG0184' 
 SG0184'TO REACH FROM THE CALUMET AREA SCHOOLS ON US-41, GO SE ON SCHOOL ST 1
 SG0184'BLOCK TO ROCKLAND ST, THENCE LEFT (NE) TO STABLE STREET, THENCE RIGHT
 SG0184'(EAST) ALONG STABLE ST/OLD COLONY RD ABOUT 1.2 MILES TO GRAVEL RD
 SG0184'LEFT, THENCE NORTH AND EAST ON LOUKUS RD TO FARM HOUSE AND THE END OF
 SG0184'PUBLIC TRAVEL. THE MARK IS ABOUT 0.25 MILE NNE OF THE HOUSE ON THE
 SG0184'NORTH SIDE OF THE POWER LINE ON A ROCK RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0183 ***********************************************************************
 SG0183  DESIGNATION -  CALUMET FIRE TOWER MIGS 1934
 SG0183  PID         -  SG0183
 SG0183  STATE/COUNTY-  MI/HOUGHTON
 SG0183  USGS QUAD   -  AHMEEK (1980)
 SG0183
 SG0183                         *CURRENT SURVEY CONTROL
 SG0183  ___________________________________________________________________
 SG0183* NAD 83(1994)-  47 15 02.99640(N)    088 24 36.58576(W)     ADJUSTED  
 SG0183* NAVD 88     -       385.     (meters)    1263.     (feet)  SCALED    
 SG0183  ___________________________________________________________________
 SG0183  LAPLACE CORR-         -18.03  (seconds)                    DEFLEC99
 SG0183  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 SG0183
 SG0183  HORZ ORDER  -  SECOND
 SG0183
 SG0183.The horizontal coordinates were established by classical geodetic methods
 SG0183.and adjusted by the National Geodetic Survey in February 1997..
 SG0183
 SG0183.The orthometric height was scaled from a topographic map.
 SG0183
 SG0183.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0183
 SG0183.The geoid height was determined by GEOID03.
 SG0183
 SG0183;                    North         East     Units Scale Factor Converg.
 SG0183;SPC MI N     -   275,213.451 7,893,252.440   MT  1.00004522   -1 01 09.3
 SG0183;SPC MI N     -   902,931.27 25,896,497.51   iFT  1.00004522   -1 01 09.3
 SG0183;UTM  16      - 5,234,003.163   393,295.168   MT  0.99973993   -1 02 08.3
 SG0183
 SG0183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0183!SPC MI N     -   0.99994505  x   1.00004522  =   0.99999026
 SG0183!UTM  16      -   0.99994505  x   0.99973993  =   0.99968499
 SG0183
 SG0183:                Primary Azimuth Mark                     Grid Az
 SG0183:SPC MI N     -  WHEAL KATE RESET                         225 02 58.9
 SG0183:UTM  16      -  WHEAL KATE RESET                         225 03 57.9
 SG0183
 SG0183|---------------------------------------------------------------------|
 SG0183| PID    Reference Object                     Distance      Geod. Az  |
 SG0183|                                                           dddmmss.s |
 SG0183| SG0232 WHEAL KATE RESET                    APPROX.27.6 KM 2240149.6 |
 SG0183| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX. 2.8 KM 2560550.8 |
 SG0183|---------------------------------------------------------------------|
 SG0183
 SG0183                          SUPERSEDED SURVEY CONTROL
 SG0183
 SG0183  NAD 83(1986)-  47 15 02.99114(N)    088 24 36.55876(W) AD(       ) 2
 SG0183  NAD 27      -  47 15 03.25800(N)    088 24 36.13000(W) AD(       ) 2
 SG0183
 SG0183.Superseded values are not recommended for survey control.
 SG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0183.See file dsdata.txt to determine how the superseded data were derived.
 SG0183
 SG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9329534003(NAD 83)
 SG0183_MARKER: DD = SURVEY DISK
 SG0183_SETTING: 66 = SET IN ROCK OUTCROP
 SG0183_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SG0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0183+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1998
 SG0183
 SG0183  HISTORY     - Date     Condition        Report By
 SG0183  HISTORY     - 1934     MONUMENTED       MIGS
 SG0183  HISTORY     - 1939     GOOD             CGS
 SG0183  HISTORY     - 1962     GOOD             CGS
 SG0183  HISTORY     - 19981116 GOOD             MIDT
 SG0183  HISTORY     - 20050505 POOR             GEOCAC
 SG0183
 SG0183                          STATION DESCRIPTION
 SG0183
 SG0183'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0183'EAST OF ALBION LOCATION, IN SEC. 18, T. 56 N., R. 32 W.,
 SG0183'CENTERED PLUMB UNDER THE CENTER OF FLOOR AND ROOF OF THE
 SG0183'CAB OF CALUMET FIRE LOOKOUT TOWER.  THE STATION MARK IS
 SG0183'SET IN BARE OUTCROPPING BEDROCK.
 SG0183'
 SG0183'TO REACH FROM CALUMET, FOLLOW MAIN HIGHWAY TOWARDS COPPER
 SG0183'HARBOR, TURN EAST (AT NORTH EDGE OF CALUMET) ON PINE STREET
 SG0183'FOR SHORT DISTANCE, THENCE NORTH (ON MAIN HIGHWAY) FOR 0.6
 SG0183'MILE (CROSSING TRACKS 0.3 MILE NORTH) TO POINT WHERE ROAD
 SG0183'BRANCHES OFF TO EAST IN CENTENNIAL LOCATION, TURN EAST KEEPING
 SG0183'TO LEFT ON WINDING ROAD (PASSING ALL MINE BUILDINGS ON RIGHT
 SG0183'AT 0.3 MILE) FOR 1.4 MILES TO FIRE LOOKOUT TOWER AND THE
 SG0183'STATION.
 SG0183'
 SG0183'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 SG0183'DISKS SET IN CONCRETE IN OUTCROPPING BEDROCK.
 SG0183'
 SG0183'REFERENCE MARKS NO. 1 (AZIMUTH MARK) AND NO. 2 WERE SET
 SG0183'IN OUTCROPPING BEDROCK, FROM WHICH ABOUT SIX INCHES OF BEDROCK
 SG0183'WAS STRIPPED, AND MAY BECOME COVERED OVER.  REFERENCE MARK
 SG0183'NO. 3 IS SET IN BARE OUTCROPPING BEDROCK.
 SG0183'
 SG0183'HEIGHT OF LIGHT ABOVE STATION MARK - 27.18 METERS.
 SG0183
 SG0183                          STATION RECOVERY (1939)
 SG0183
 SG0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0183'ON THE HIGHEST KNOB OF A HILL, 29.80 FEET (9.088 METERS)
 SG0183'NORTHEAST OF TRIANGULATION STATION CALUMET, IN BEDROCK UNDER
 SG0183'THE CENTER OF THE CALUMET FIRE TOWER, FLUSH WITH THE GROUND AND
 SG0183'STAMPED CALUMET FIRE TOWER 1934.
 SG0183'
 SG0183'THE CALUMET FIRE TOWER IS A 100-FOOT STEEL STRUCTURE WITH
 SG0183'FOUR LEGS AND A GLASS-ENCLOSED OBSERVATION PLATFORM ON TOP.
 SG0183
 SG0183                          STATION RECOVERY (1962)
 SG0183
 SG0183'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0183'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SG0183
 SG0183                          STATION RECOVERY (1998)
 SG0183
 SG0183'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0183'CALUMET, 1.65 MILES NE ALONG US-41 FROM JUNCTION OF M203, THENCE 1
 SG0183'MILE SE ON PAVED ROAD, THENCE 0.8 MILES SW ALONG GRAVEL GRAVEL RD TO
 SG0183'OLD RR GRADE SE-NW, THENCE 0.15 MILE NW ALONG ATV TRAIL. PACK OR ATV
 SG0183'SW 0.25 MILES TO TOP OF SECOND HILL AND THE MARK AT THE CENTER OF 4
 SG0183'OLD CONCRETE FOOTING. NOT SUITABLE FOR GPS.
 SG0183
 SG0183                          STATION RECOVERY (2005)
 SG0183
 SG0183'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0183'THE SURVEY DISK HAS BEEN TAMPERED WITH, THE STEM AND CENTER PORTION OF
 SG0183'CAP WITH DOT IS THERE.
 SG0183'THE SITE LOCATION APPEARS TO BE PRIVATE LAND. ACCESS ROADS HAVE BEEN
 SG0183'BLOCKED OFF. USED ATV FOLLOWING A POWER LINE OFF OF OLD RR GRADE SE
 SG0183'(SEE 1998 TO REACH) THENCE WEST TO TOP OF HILL AND THE STAION ON THE
 SG0183'RIGHT. THE OLD TOWER FOOTING ARE THE ONLY NOTABLE REFERENCE IN
 SG0183'LOCATING THE STATION.
 SG0183' 
 SG0183'TO REACH FROM THE CALUMET AREA SCHOOLS ON US-41, GO SE ON SCHOOL ST 1
 SG0183'BLOCK TO ROCKLAND ST, THENCE LEFT (NE) TO STABLE STREET, THENCE RIGHT
 SG0183'(EAST) ALONG STABLE ST/OLD COLONY RD ABOUT 1.2 MILES TO GRAVEL RD
 SG0183'LEFT, THENCE NORTH AND EAST ON LOUKUS RD TO FARM HOUSE AND THE END OF
 SG0183'PUBLIC TRAVEL. THE MARK IS ABOUT 0.25 MILE NNE OF THE HOUSE ON THE
 SG0183'NORTH SIDE OF THE POWER LINE ON A ROCK RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1735 ***********************************************************************
 MD1735  DESIGNATION -  CALVIN
 MD1735  PID         -  MD1735
 MD1735  STATE/COUNTY-  MI/CASS
 MD1735  USGS QUAD   -  ADAMSVILLE (1981)
 MD1735
 MD1735                         *CURRENT SURVEY CONTROL
 MD1735  ___________________________________________________________________
 MD1735* NAD 83(1994)-  41 50 10.42188(N)    085 55 26.55866(W)     ADJUSTED  
 MD1735* NAVD 88     -       307.9    (meters)    1010.     (feet)  VERTCON   
 MD1735  ___________________________________________________________________
 MD1735  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 MD1735  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 MD1735
 MD1735  HORZ ORDER  -  FIRST
 MD1735
 MD1735.The horizontal coordinates were established by classical geodetic methods
 MD1735.and adjusted by the National Geodetic Survey in February 1997..
 MD1735
 MD1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1735
 MD1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1735
 MD1735.The geoid height was determined by GEOID03.
 MD1735
 MD1735;                    North         East     Units Scale Factor Converg.
 MD1735;SPC MI S     -    38,545.216 3,870,637.728   MT  1.00007287   -1 03 35.4
 MD1735;SPC MI S     -   126,460.68 12,698,942.68   iFT  1.00007287   -1 03 35.4
 MD1735;SPC IN E     -   731,460.315    78,622.201   MT  0.99997229   -0 10 18.0
 MD1735;SPC IN E     - 2,399,799.38    257,946.34   sFT  0.99997229   -0 10 18.0
 MD1735;UTM  16      - 4,632,152.636   589,336.819   MT  0.99969821   +0 43 03.8
 MD1735
 MD1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1735!SPC MI S     -   0.99995694  x   1.00007287  =   1.00002981
 MD1735!SPC IN E     -   0.99995694  x   0.99997229  =   0.99992923
 MD1735!UTM  16      -   0.99995694  x   0.99969821  =   0.99965516
 MD1735
 MD1735:                Primary Azimuth Mark                     Grid Az
 MD1735:SPC MI S     -  SHERMAN                                  089 10 32.0
 MD1735:SPC IN E     -  SHERMAN                                  088 17 14.6
 MD1735:UTM  16      -  SHERMAN                                  087 23 52.8
 MD1735
 MD1735|---------------------------------------------------------------------|
 MD1735| PID    Reference Object                     Distance      Geod. Az  |
 MD1735|                                                           dddmmss.s |
 MD1735| MD1518 SHERMAN                             APPROX.39.1 KM 0880656.6 |
 MD1735|---------------------------------------------------------------------|
 MD1735
 MD1735                          SUPERSEDED SURVEY CONTROL
 MD1735
 MD1735  NAD 83(1986)-  41 50 10.42268(N)    085 55 26.56504(W) AD(       ) 1
 MD1735  NAD 27      -  41 50 10.23580(N)    085 55 26.56850(W) AD(       ) 1
 MD1735  NGVD 29 (07/19/86)  308.0    (m)         1010.     (f) VERT ANG       
 MD1735
 MD1735.Superseded values are not recommended for survey control.
 MD1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1735.See file dsdata.txt to determine how the superseded data were derived.
 MD1735
 MD1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM8933732153(NAD 83)
 MD1735_MARKER: V = STONE MONUMENT
 MD1735_SETTING: 0 = UNSPECIFIED SETTING
 MD1735
 MD1735  HISTORY     - Date     Condition        Report By
 MD1735  HISTORY     - 1878     MONUMENTED
 MD1735  HISTORY     - 1935     GOOD             CGS
 MD1735  HISTORY     - 1980     GOOD             MIDH
 MD1735
 MD1735                          STATION DESCRIPTION
 MD1735
 MD1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (JSB)
 MD1735'ABOUT 7 MILES SOUTH OF VANDALIA, ABOUT 7 MILES SOUTHEAST OF
 MD1735'CASSOPOLIS, STATIONS ON THE
 MD1735'MICHIGAN CENTRAL RAILROAD, IN NE 1/4 SEC. 27, T. 7 S., R. 14 W.,
 MD1735'CALVIN TOWNSHIP.  MARKED BY
 MD1735'STONE POSTS.  REFERENCE MARKS ARE STONE POSTS AT FOLLOWING
 MD1735'DISTANCES AND BEARINGS FROM STATION-
 MD1735'44.6 METERS (146 FEET), N. 59 DEG. 28 MIN. E., 87.5
 MD1735'METERS (287 FEET), S. 21 DEG. 36 MIN. E., AND 82.1
 MD1735'METERS (269 FEET), S. 9 DEG. 47 MIN. W.  CASS
 MD1735'COUNTY- SW. CORNER OF NW. QUARTER OF SEC. 27, T. 7 S., R. 14 W.
 MD1735'(U.S.L.S.) IS 1,004.5
 MD1735'METERS (3,296 FEET) FROM STATION ON BEARING S. 67 DEG. 08 MIN. W.  IN
 MD1735'1935 STATION AND THREE REFERENCE MARKS
 MD1735'RECOVERED, AND FURTHER DESCRIBED AS BEING ABOUT 12.6
 MD1735'MILES BY ROAD NORTH BY EAST OF ELKHART, 0.75
 MD1735'MILE EAST OF COUNTY ROUTE 665, 0.5
 MD1735'MILE NORTH OF GRAVEL SECTION-LINE ROAD, AT HIGHEST POINT OF
 MD1735'WOODLAND OWNED BY AMOS
 MD1735'SMITH AND FARMED BY MR. WALLACE.  STATION MARK IS 6 BY 6-INCH STONE
 MD1735'POST WITH SHORT CROSSLINES
 MD1735'ON IT, IN WOODS, 85 PACES NORTH OF PROPERTY LINE BETWEEN
 MD1735'SMITH ON NORTH AND BROWN ON SOUTH.  IT
 MD1735'PROJECTS 3 INCHES.  TRIANGLES WERE
 MD1735'BLAZED ON 8-INCH ELM TREE 7 FEET SOUTHEAST, ON 8-INCH ELM
 MD1735'TREE 6 FEET SOUTHWEST, AND ON
 MD1735'4-INCH OAK TREE 2 FEET SOUTHEAST.  IN 1935 STONE POST NORTHEAST OF
 MD1735'STATION WAS FOUND LYING ON
 MD1735'SURFACE OF GROUND, NOT MUCH OUT OF ORIGINAL POSITION.  STONE
 MD1735'POST SOUTHEAST OF STATION RECOVERED,
 MD1735'IN PROPERTY LINE, PROJECTING 6 INCHES, AND 20-INCH
 MD1735'OAK TREE ABOUT 3 FEET SOUTHWEST OF THIS POST WAS MARKED
 MD1735'WITH TRIANGULAR
 MD1735'BLAZE.  STONE POST SOUTHWEST OF STATION RECOVERED, IN SAME PROPERTY
 MD1735'LINE AS SOUTHEAST POST.  ALL
 MD1735'REFERENCE POSTS HAVE LETTERS U.S. CUT IN THEIR TOPS.  STATION
 MD1735'MOST EASILY RECOVERED FROM
 MD1735'SOUTHEAST REFERENCE MARK.  TO REACH STATION FROM POST
 MD1735'OFFICE IN ELKHART, FOLLOW U.S. HIGHWAY 112-S
 MD1735'NORTH 5.9 MILES TO POINT 0.6 MILE
 MD1735'NORTH OF STATE LINE, WHERE HIGHWAY TURNS EAST, CONTINUE NORTH
 MD1735'ON COUNTY ROUTE 677 (GRAVEL)
 MD1735'2.0 MILES TO GRAVEL CROSSROAD, TURN EAST AND GO 2.0 MILES TO
 MD1735'CROSSROADS AT JUNCTION WITH
 MD1735'COUNTY ROUTE 665, FOLLOW ROUTE 665 NORTH 2.0 MILES TO GRAVEL
 MD1735'CROSSROAD, TURN EAST AND GO 0.75
 MD1735'MILE TO SMALL RED SHACK ON NORTH SIDE OF ROAD (MR.
 MD1735'BROWNS HOME).  FROM MR. BROWNS HOUSE GO
 MD1735'NORTH ACROSS IDLE GROUND ABOUT 0.5
 MD1735'MILE TO PROPERTY-LINE FENCE WHICH IS MARKED ONLY BY THICK
 MD1735'GROWTH OF BUSHY TREES.
 MD1735'REFERENCE STONES ARE IN THIS FENCE.  MR. GUY BYRD, WHO LIVES 0.25
 MD1735'MILE EAST OF MR. BROWNS
 MD1735'HOUSE, ON NORTH SIDE OF GRAVEL ROAD, KNOWS LOCATION OF ALL MARKS.
 MD1735
 MD1735                          STATION RECOVERY (1980)
 MD1735
 MD1735'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 MD1735'THE STATION MARK AND THE REFERENCE MARK TO THE SOUTHEAST WERE
 MD1735'RECOVERED IN GOOD CONDITION.  STONE POST SOUTHWEST OF THE STATION
 MD1735'WAS FOUND LYING ON SURFACE OF GROUND.
 MD1735'
 MD1735'ORIGINAL OWNERS HAVE SINCE DIED AND THE RED SHACK IS GONE.  OWNER OF
 MD1735'LAND NOW IS ROBERT BROSSMAN OF UNION, MICHIGAN.  PHONE 616 641 7274.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0227 ***********************************************************************
 QJ0227  DESIGNATION -  CAMEL
 QJ0227  PID         -  QJ0227
 QJ0227  STATE/COUNTY-  MI/ALPENA
 QJ0227  USGS QUAD   -  NORTH POINT (1971)
 QJ0227
 QJ0227                         *CURRENT SURVEY CONTROL
 QJ0227  ___________________________________________________________________
 QJ0227* NAD 83(1994)-  45 06 42.01882(N)    083 22 26.31428(W)     ADJUSTED  
 QJ0227* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 QJ0227  ___________________________________________________________________
 QJ0227  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 QJ0227  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 QJ0227
 QJ0227  HORZ ORDER  -  THIRD
 QJ0227
 QJ0227.The horizontal coordinates were established by classical geodetic methods
 QJ0227.and adjusted by the National Geodetic Survey in February 1997..
 QJ0227
 QJ0227.The orthometric height was scaled from a topographic map.
 QJ0227
 QJ0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0227
 QJ0227.The geoid height was determined by GEOID03.
 QJ0227
 QJ0227;                    North         East     Units Scale Factor Converg.
 QJ0227;SPC MI C     -   199,939.215 6,078,109.880   MT  0.99991701   +0 42 04.5
 QJ0227;SPC MI C     -   655,968.55 19,941,305.38   iFT  0.99991701   +0 42 04.5
 QJ0227;UTM  17      - 4,998,097.552   313,258.306   MT  1.00002881   -1 40 56.7
 QJ0227
 QJ0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0227!SPC MI C     -   0.99997425  x   0.99991701  =   0.99989126
 QJ0227!UTM  17      -   0.99997425  x   1.00002881  =   1.00000306
 QJ0227
 QJ0227|---------------------------------------------------------------------|
 QJ0227| PID    Reference Object                     Distance      Geod. Az  |
 QJ0227|                                                           dddmmss.s |
 QJ0227| QJ0372 CAMEL RM 3                            5.827 METERS 13336     |
 QJ0227| CH1784 CAMEL RM 1                           25.811 METERS 13823     |
 QJ0227| CH1783 CAMEL AZ MK                                        1963923.1 |
 QJ0227| QJ0238 ALPENA HURON CEMENT CO STACK        APPROX. 5.1 KM 2092954.2 |
 QJ0227| QJ0235 ALPENA MARKER RADIO BEACON          APPROX. 6.9 KM 2135410.1 |
 QJ0227| PK0324 PRECORE                             APPROX.20.6 KM 2135548.6 |
 QJ0227| QJ0371 CAMEL RM 2                           22.997 METERS 21815     |
 QJ0227| QJ0230 ALPENA ST MARYS CATH CH SPIRE       APPROX. 6.6 KM 2192837.4 |
 QJ0227| QJ0231 ALPENA RADIO STA KQA 293 MAST       APPROX. 9.9 KM 2215641.4 |
 QJ0227| QJ0234 ALPENA ST BERNARDS CATH SPIRE       APPROX. 7.2 KM 2234135.7 |
 QJ0227| QJ0239 ALPENA MUNICIPAL TANK               APPROX. 6.7 KM 2272252.0 |
 QJ0227| QJ0237 ALPENA ST ANNES CH E SPIRE          APPROX. 7.2 KM 2283010.2 |
 QJ0227| QJ0240 ALPENA BESSER CO WATER TANK         APPROX. 6.3 KM 2322252.9 |
 QJ0227| QJ0236 ALPENA RADIO STATION WATZ MAST      APPROX. 9.5 KM 2345627.2 |
 QJ0227|---------------------------------------------------------------------|
 QJ0227
 QJ0227                          SUPERSEDED SURVEY CONTROL
 QJ0227
 QJ0227  NAD 83(1986)-  45 06 42.01472(N)    083 22 26.31712(W) AD(       ) 3
 QJ0227  NAD 27      -  45 06 41.96700(N)    083 22 26.42000(W) AD(       ) 3
 QJ0227
 QJ0227.Superseded values are not recommended for survey control.
 QJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0227.See file dsdata.txt to determine how the superseded data were derived.
 QJ0227
 QJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1325898098(NAD 83)
 QJ0227_MARKER: DS = TRIANGULATION STATION DISK
 QJ0227_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0227_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QJ0227_STAMPING: CAMEL 1956
 QJ0227_MARK LOGO: CGS   
 QJ0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0227+STABILITY: POSITION/ELEVATION WELL
 QJ0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0227+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1984
 QJ0227
 QJ0227  HISTORY     - Date     Condition        Report By
 QJ0227  HISTORY     - 1956     MONUMENTED       CGS
 QJ0227  HISTORY     - 1956     GOOD             CGS
 QJ0227  HISTORY     - 19840725 GOOD             NGS
 QJ0227  HISTORY     - 19840727 GOOD             NGS
 QJ0227
 QJ0227                          STATION DESCRIPTION
 QJ0227
 QJ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0227'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ALPENA ON THE NORTHWEST
 QJ0227'SIDE OF A NARROW ROCKY ROAD
 QJ0227'AND ON THE PROPERTY OF FORD MOTOR COMPANY.  IT IS 73 FEET NORTHEAST
 QJ0227'OF THE CENTER LINE OF THE NARROW
 QJ0227'ROCKY ROAD, 88 FEET NORTHWEST OF AN 8 INCH TWIN MAPLE
 QJ0227'TREE AND 9 FEET NORTHEAST OF A WHITE WITNESS
 QJ0227'POST.  THE MARK IS 8 INCHES UNDERGROUND
 QJ0227'AND THE DISK IS STAMPED CAMEL 1956.
 QJ0227'
 QJ0227'TO REACH THE STATION FROM THE COURTHOUSE IN ALPENA, GO NORTH ON U.S.
 QJ0227'HIGHWAY 23 FOR 2.8 MILES TO
 QJ0227'A GRAVEL CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVEL ROAD FOR 1.0
 QJ0227'MILE TO A GRAVEL CROSSROAD.  CONTINUE
 QJ0227'EAST ON GRAVEL ROAD FOR 1.0 MILE TO A SECOND GRAVEL
 QJ0227'CROSSROAD.  CONTINUE EAST ON A NARROW ROCKY ROAD
 QJ0227'FOR 1.85 MILE TO THE AZIMUTH MARK ON
 QJ0227'THE LEFT.  CONTINUE NORTHEASTERLY ON NARROW ROCKY ROAD FOR 0.15
 QJ0227'MILE TO THE STATION ON THE LEFT.
 QJ0227'
 QJ0227'REFERENCE MARK 1 IS 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 QJ0227'NARROW ROCKY ROAD AND 15.5
 QJ0227'FEET SOUTHWEST OF THE 8 INCH TWIN MAPLE TREE.  THE DISK IS SET FLUSH
 QJ0227'IN A DRILL HOLE AND IS STAMPED CAMEL
 QJ0227'NO 1 1956.
 QJ0227'
 QJ0227'REFERENCE MARK 2 IS 72 FEET NORTHWEST OF THE CENTER LINE OF THE
 QJ0227'NARROW ROCKY ROAD, 67 FEET
 QJ0227'SOUTH OF THE WHITE WITNESS POST AND 14 FEET NORTH OF A 6 INCH CEDAR
 QJ0227'TREE.  THE DISK IS SET FLUSH IN A
 QJ0227'DRILL HOLE AND IS STAMPED CAMEL NO 2 1956.
 QJ0227'
 QJ0227'AZIMUTH MARK IS 20 FEET NORTHWEST OF THE CENTER LINE OF THE NARROW
 QJ0227'ROCKY ROAD AND 4 FEET WEST
 QJ0227'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QJ0227'STAMPED CAMEL 1956.
 QJ0227'
 QJ0227'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0227
 QJ0227                          STATION RECOVERY (1956)
 QJ0227
 QJ0227'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QJ0227'RECOVERED IN GOOD CONDITION.
 QJ0227
 QJ0227                          STATION RECOVERY (1984)
 QJ0227
 QJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QJ0227'THE STATION MARK REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED
 QJ0227'IN GOOD CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  A NEW
 QJ0227'REFERENCE MARK 3 WAS SET AT THIS TIME.  THE AZIMUTH MARK IS NOW
 QJ0227'BLOCKED BY TREES AND BRUSH ABOUT 1/2 DAYS CLEARING.  THE DISTANCE TO
 QJ0227'REFERENCE MARK 2 CKECKED THE OLD DATA.  THE TO REACH FOR THIS STATION
 QJ0227'IS STILL ADEQUATE WITH ONE ADDITION THE GRAVEL ROAD IS HAMILTON ROAD.
 QJ0227'THE STATION IS A STANDARD CGS DISK STAMPED--CAMEL 1956--, SET INTO
 QJ0227'ROCK OUTCROP.  THE STATION IS LOCATED 22.433 METERS (73.599 FT)
 QJ0227'NORTHWEST FROM THE CENTERLINE OF GRAVEL ROAD 1.707 METERS (5.600 FT)
 QJ0227'EAST FROM A METAL WITNESS POST 0.610 METERS (2.001 FT) SOUTHWEST FROM
 QJ0227'A ROCK KELAN AND 2.682 METERS (8.799 FT) NORTH FROM A WOODEN WITNESS
 QJ0227'POST.
 QJ0227' 
 QJ0227'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--CAMEL NO 2 1956--,
 QJ0227'SET INTO ROCK OUTCROP.  THE STATION IS LOCATED 21.946 METERS (72.001
 QJ0227'FT) NORTHWEST FROM THE CENTERLINE OF GRAVELROAD 3.200 METERS (10.499
 QJ0227'FT) NORTHWEST FROM A 4 INCH BEECH TREE WITH TRIANGLE BLAZE AND 4.145
 QJ0227'METERS (13.599 FT) NORTHEAST FROM AN 8 INCH CEDAR TREE AND 0.3 METERS
 QJ0227'(1.0 FT) LOWER THAN THE STATION.
 QJ0227' 
 QJ0227'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CAMEL 1956 NO 3
 QJ0227'1984--, SET INTO ROCK OUTCROP.  THE STATION IS LOCATED 16.642 METERS
 QJ0227'(54.600 FT) NORTHWEST FROM THE CENTERLINE OF GRAVEL ROAD 7.193 METERS
 QJ0227'(23.599 FT) SOUTHEAST FROM THE METAL WITNESS POST AND 3.200 METERS
 QJ0227'(10.499 FT) EAST SOUTHEAST FROM THE WOODEN WITNESS POST AND 0.2 METERS
 QJ0227'(0.7 FT) HIGHER THAN THE STATION.
 QJ0227' 
 QJ0227'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--CAMEL 1956--, SET
 QJ0227'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 QJ0227'DIAMETER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE STATION
 QJ0227'IS LOCATED 6.096 METERS (20.000 FT) NORTHWEST FROM THE CENTER OF THE
 QJ0227'GRAVEL ROAD AND 1.219 METERS (3.999 FT) WEST FROM A WOODEN 4 X 4
 QJ0227'WITNESS POST.
 QJ0227
 QJ0227                          STATION RECOVERY (1984)
 QJ0227
 QJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0227'STATION IS LOCATED IN QUAD. 450832, 8.05 KM (5.00 MI) NORTHEAST OF
 QJ0227'ALPENA ON THE NORTHWEST SIDE OF A NARROW ROCKY ROAD AND ON THE
 QJ0227'PROPERTY OF FORD MOTOR COMPANY.
 QJ0227'TO REACH FROM THE COURTHOUSE IN ALPENA, GO NORTH ON U.S. HIGHWAY 23
 QJ0227'FOR 4.5 KM (2.8 MI) TO A GRAVEL CROSSROAD, HAMILITON ROAD.  TURN
 QJ0227'RIGHT AND GO EAST ON HAMILITION ROAD FOR 1.6 KM (1.0 MI) TO A GRAVEL
 QJ0227'CROSSROAD.  CONTINUE EAST ON GRAVEL ROAD FOR 1.6 KM (1.0 MI) TO A
 QJ0227'SECOND GRAVEL CROSSROAD.  CONTINUE EAST ON A NARROW ROCKY ROAD FOR
 QJ0227'2.98 KM (1.85 MI) TO THE AZIMUTH MARK ON LEFT.  CONTINUE
 QJ0227'NORTHEASTERLY ON NARROW ROCKY ROAD FOR 0.24 KM (0.15 MI) TO THE
 QJ0227'STATION AS DESCRIBED.
 QJ0227'THE STATION MARK IS RECESSED ABOUT 8 INCHES BELOW THE GROUND.  IT IS
 QJ0227'22.4 M (73.5 FT) NORTHWEST FROM THE CENTER OF THE ROCKY ROAD, 2.7 M
 QJ0227'(8.9 FT) NORTH FROM A WP, 1.71 M (5.61 FT) EAST FROM A MWP AND 0.610
 QJ0227'M (2.001 FT) SOUTHWEST FROM A ROCK KERAN.
 QJ0227'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0286 ***********************************************************************
 RJ0286  DESIGNATION -  CAMP
 RJ0286  PID         -  RJ0286
 RJ0286  STATE/COUNTY-  MI/MACKINAC
 RJ0286  USGS QUAD   -  CHARLES (1976)
 RJ0286
 RJ0286                         *CURRENT SURVEY CONTROL
 RJ0286  ___________________________________________________________________
 RJ0286* NAD 83(1986)-  46 01 48.     (N)    084 43 08.     (W)     SCALED    
 RJ0286* NAVD 88     -       192.656  (meters)     632.07   (feet)  ADJUSTED  
 RJ0286  ___________________________________________________________________
 RJ0286  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 RJ0286  DYNAMIC HT  -         192.664 (meters)     632.10  (feet)  COMP
 RJ0286  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 RJ0286
 RJ0286  VERT ORDER  -  FIRST     CLASS 0
 RJ0286
 RJ0286.The horizontal coordinates were scaled from a topographic map and have
 RJ0286.an estimated accuracy of +/- 6 seconds.
 RJ0286
 RJ0286.The orthometric height was determined by differential leveling
 RJ0286.and adjusted by the National Geodetic Survey in June 1991..
 RJ0286
 RJ0286.The geoid height was determined by GEOID03.
 RJ0286
 RJ0286.The dynamic height is computed by dividing the NAVD 88
 RJ0286.geopotential number by the normal gravity value computed on the
 RJ0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0286.degrees latitude (g = 980.6199 gals.).
 RJ0286
 RJ0286.The modeled gravity was interpolated from observed gravity values.
 RJ0286
 RJ0286;                    North         East    Units  Estimated Accuracy
 RJ0286;SPC MI N     -   141,100.    8,176,570.      MT  (+/- 180 meters Scaled)
 RJ0286
 RJ0286                          SUPERSEDED SURVEY CONTROL
 RJ0286
 RJ0286.No superseded survey control is available for this station.
 RJ0286
 RJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR765999(NAD 83)
 RJ0286_MARKER: Z = SEE DESCRIPTION
 RJ0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0286_SP_SET: STEEL ROD
 RJ0286_MARK LOGO: NONE  
 RJ0286_PROJECTION: FLUSH
 RJ0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0286+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0286_ROD/PIPE-DEPTH: 3.10 meters
 RJ0286
 RJ0286  HISTORY     - Date     Condition        Report By
 RJ0286  HISTORY     - 1972     MONUMENTED       NOS
 RJ0286  HISTORY     - 1972     GOOD             USLS
 RJ0286  HISTORY     - 1983     GOOD             NGS
 RJ0286  HISTORY     - 19950602 GOOD             USPSQD
 RJ0286  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 RJ0286  HISTORY     - 19950711 GOOD             USPSQD
 RJ0286  HISTORY     - 20010331 GOOD             NGS
 RJ0286  HISTORY     - 20030606 GOOD             USPSQD
 RJ0286  HISTORY     - 20060830 GOOD             USPSQD
 RJ0286
 RJ0286                          STATION DESCRIPTION
 RJ0286
 RJ0286'DESCRIBED BY US LAKE SURVEY 1972
 RJ0286'3.5 MI N FROM ST IGNACE.
 RJ0286'CAMP IS IN MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ON
 RJ0286'STATE STREET FROM THE POST OFFICE AT ST. IGNACE TO THE
 RJ0286'INTERSECTION OF STATE STREET AND THE OLD MACKINAC TRAIL (CO. RD.
 RJ0286'412), THENCE 9.86 MILES NORTHERLY ON THE OLD MACKINAC TRAIL,
 RJ0286'2.24 MILES SOUTH OF INTERSECTION OF M-134, 74 FEET WEST OF
 RJ0286'CENTERLINE OF OLD MACKINAC TRAIL, 53 FEET SOUTH OF CENTERLINE
 RJ0286'OF ABANDONED DRIVEWAY, 29 FEET EAST OF ABANDONED ROAD, IN LINE
 RJ0286'WITH ROW OF PINES, 11.0 FEET SOUTH OF 9-INCH PINE, 9.7 FEET
 RJ0286'NORTH OF 9-INCH PINE, 9 FEET BELOW ROAD, ABOUT FLUSH WITH THE
 RJ0286'GROUND, BEING HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER
 RJ0286'COPPER-COATED STEEL ROD, 10 FEET LONG.
 RJ0286
 RJ0286                          STATION RECOVERY (1983)
 RJ0286
 RJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0286'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 RJ0286'(3.5 MI) NORTH ALONG STATE STREET AND BUSINESS INTERSTATE 75 FROM THE
 RJ0286'POST OFFICE IN ST. IGNACE, THENCE 15.8 KM (9.80 MI) NORTH ALONG COUNTY
 RJ0286'ROAD H 63 AND OLD MACKINAC TRAIL, ALSO, 3.7 KM (2.3 MI) SOUTH OF THE
 RJ0286'JUNCTION OF STATE HIGHWAY 134, THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0286'DIAMETER COPPER COATED STEEL ROD, 22.55 METERS (74.0 FT) WEST OF OLD
 RJ0286'MACKINAC TRAIL, 16.15 METERS (53.0 FT) SOUTH OF ABANDONED DRIVEWAY,
 RJ0286'7.31 METERS (29.0 FT) EAST OF ABANDONED ROAD (IN LINE WITH ROW OF
 RJ0286'PINES), 3.35 METERS (11.0 FT) SOUTH OF 9-INCH PINE TREE, AND
 RJ0286'2.95 METERS (9.7 FT) NORTH OF 9-INCH PINE TREE.
 RJ0286'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 RJ0286'THE MARK IS 0.91 M BELOW HIGHWAY.
 RJ0286
 RJ0286                          STATION RECOVERY (1995)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0286'RECOVERED IN GOOD CONDITION.
 RJ0286
 RJ0286                          STATION RECOVERY (1995)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0286'MARK NOT FOUND.
 RJ0286
 RJ0286                          STATION RECOVERY (1995)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0286'RECOVERED IN GOOD CONDITION.
 RJ0286
 RJ0286                          STATION RECOVERY (2001)
 RJ0286
 RJ0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0286
 RJ0286                          STATION RECOVERY (2003)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0286'RECOVERED IN GOOD CONDITION.
 RJ0286
 RJ0286                          STATION RECOVERY (2006)
 RJ0286
 RJ0286'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0567 ***********************************************************************
 RK0567  DESIGNATION -  CAMP
 RK0567  PID         -  RK0567
 RK0567  STATE/COUNTY-  MI/MARQUETTE
 RK0567  USGS QUAD   -  CHABENEAU LAKE (1986)
 RK0567
 RK0567                         *CURRENT SURVEY CONTROL
 RK0567  ___________________________________________________________________
 RK0567* NAD 83(1994)-  46 19 40.71426(N)    087 50 41.64515(W)     ADJUSTED  
 RK0567* NAVD 88     -       465.     (meters)    1526.     (feet)  SCALED    
 RK0567  ___________________________________________________________________
 RK0567  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 RK0567  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 RK0567
 RK0567  HORZ ORDER  -  SECOND
 RK0567
 RK0567.The horizontal coordinates were established by classical geodetic methods
 RK0567.and adjusted by the National Geodetic Survey in February 1997..
 RK0567
 RK0567.The orthometric height was scaled from a topographic map.
 RK0567
 RK0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0567
 RK0567.The geoid height was determined by GEOID03.
 RK0567
 RK0567;                    North         East     Units Scale Factor Converg.
 RK0567;SPC MI N     -   172,024.614 7,934,946.461   MT  0.99990311   -0 36 38.5
 RK0567;SPC MI N     -   564,385.22 26,033,288.91   iFT  0.99990311   -0 36 38.5
 RK0567;UTM  16      - 5,130,835.791   434,965.056   MT  0.99965199   -0 36 40.1
 RK0567
 RK0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0567!SPC MI N     -   0.99993236  x   0.99990311  =   0.99983547
 RK0567!UTM  16      -   0.99993236  x   0.99965199  =   0.99958437
 RK0567
 RK0567:                Primary Azimuth Mark                     Grid Az
 RK0567:SPC MI N     -  SUMMIT MTN TV STA WLUC MAST              051 07 32.6
 RK0567:UTM  16      -  SUMMIT MTN TV STA WLUC MAST              051 07 34.2
 RK0567
 RK0567|---------------------------------------------------------------------|
 RK0567| PID    Reference Object                     Distance      Geod. Az  |
 RK0567|                                                           dddmmss.s |
 RK0567| RK0544 SUMMIT MTN TV STA WLUC MAST         APPROX.21.3 KM 0503054.1 |
 RK0567| CJ2310 CAMP RM 1                             5.508 METERS 14756     |
 RK0567| CJ2311 CAMP RM 2                             9.233 METERS 28301     |
 RK0567|---------------------------------------------------------------------|
 RK0567
 RK0567                          SUPERSEDED SURVEY CONTROL
 RK0567
 RK0567  NAD 83(1986)-  46 19 40.70915(N)    087 50 41.63918(W) AD(       ) 2
 RK0567  NAD 27      -  46 19 40.92100(N)    087 50 41.15100(W) AD(       ) 2
 RK0567
 RK0567.Superseded values are not recommended for survey control.
 RK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0567.See file dsdata.txt to determine how the superseded data were derived.
 RK0567
 RK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3496530836(NAD 83)
 RK0567_MARKER: DS = TRIANGULATION STATION DISK
 RK0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0567
 RK0567  HISTORY     - Date     Condition        Report By
 RK0567  HISTORY     - 1955     MONUMENTED       CGS
 RK0567  HISTORY     - 1956     GOOD             CGS
 RK0567
 RK0567                          STATION DESCRIPTION
 RK0567
 RK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0567'THIS STATION WAS ESTABLISHED BUT NOT OCCUPIED BY AN OBSERVING UNIT.
 RK0567'
 RK0567'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF REPUBLIC AND 0.4
 RK0567'MILE NORTH OF SAGOLA LAKE ON THE HIGHEST POINT OF A NARROW RIDGE IN
 RK0567'SECTION 6, T.45N., R.28W.
 RK0567'
 RK0567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND MAIN
 RK0567'STREET IN REPUBLIC, GO EAST ON MAIN STREET 0.8 MILE TO RAILROAD
 RK0567'CROSSING.  CONTINUE STRAIGHT AHEAD 1.7 MILES TO A FORK.  TURN LEFT,
 RK0567'GO 3.4 MILES TO A FORK.  TURN LEFT, GO 4.0 MILES TO A FORK.  TURN
 RK0567'RIGHT, GO 0.55 MILE TO A FORK.  TURN LEFT, GO 0.1 MILE TO TRIANGULAR
 RK0567'BLAZED TREES AND STATION ABOUT 100 YARDS TO THE NORTHWEST UP RIDGE.
 RK0567'
 RK0567'THE STATION MARK, A STANDARD DISK STAMPED CAMP 1955 IS SET IN A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS ABOUT 100 YARDS
 RK0567'SOUTH OF A CEMENT BLOCK HOUSE.
 RK0567'
 RK0567'REFERENCE MARK 1, A STANDARD DISK STAMPED CAMP NO 1 1955 IS SET IN A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS ABOUT 20 FEET
 RK0567'SOUTH-SOUTHEAST OF THE STATION MARK.
 RK0567'
 RK0567'REFERENCE MARK 2, A STANDARD DISK STAMPED CAMP NO 2 1955 IS SET IN A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS ABOUT 30 FEET WEST
 RK0567'OF THE STATION MARK.
 RK0567'
 RK0567'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0567
 RK0567                          STATION RECOVERY (1956)
 RK0567
 RK0567'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0567'STATION IS ABOUT 8 MILES SOUTHEAST OF REPUBLIC, 0.4 MILE NORTH OF
 RK0567'SAGOLA LAKE, ON THE HIGHEST POINT OF A NARROW RIDGE AND IN SECTION
 RK0567'6, T.45N., R.28W.
 RK0567'
 RK0567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 95 AND MAIN
 RK0567'STREET IN REPUBLIC, GO EAST ON MAIN STREET FOR 0.8 MILE TO A
 RK0567'RAILROAD CROSSING, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD FOR
 RK0567'1.7 MILES TO A FORK, TAKE THE LEFT FORK AND FOLLOW THE MAIN TRAVELED
 RK0567'ROAD FOR 3.2 MILES TO A FORK, TAKE THE LEFT FORK AND GO 1.65 MILES
 RK0567'TO A FORK, TAKE THE LEFT FORK AND GO 2.15 MILES TO A FORK AND A
 RK0567'TRIANGLE WHICH IS FORMED BY THE ROADS, TAKE THE RIGHT FORK AND GO
 RK0567'0.55 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.15 MILE TO A
 RK0567'TRIANGLE BLAZE ON A 16-INCH PINE TREE AND STATION ABOUT 100 YARDS
 RK0567'TO THE NORTHWEST UP RIDGE.
 RK0567'
 RK0567'STATION MARK, A STANDARD DISK, STAMPED CAMP 1955, SET IN THE TOP OF A
 RK0567'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 16 FEET WEST OF A
 RK0567'PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE AND 9 FEET
 RK0567'EAST OF A 6-INCH TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE.  A
 RK0567'STANDARD WITNESS POST WAS SET 4.5 FEET WEST OF THE STATION.
 RK0567'
 RK0567'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CAMP NO 1 1955, SET IN
 RK0567'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 10
 RK0567'FEET SOUTH OF A PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST SIDE
 RK0567'AND APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 RK0567'
 RK0567'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED CAMP NO 2 1955, SET IN
 RK0567'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS
 RK0567'APPROXIMATELY 1 FOOT LOWER THAN THE STATION.
 RK0567'
 RK0567'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0633 ***********************************************************************
 PL0633  DESIGNATION -  CAMP
 PL0633  PID         -  PL0633
 PL0633  STATE/COUNTY-  MI/CRAWFORD
 PL0633  USGS QUAD   -  LAKE MARGRETHE (1978)
 PL0633
 PL0633                         *CURRENT SURVEY CONTROL
 PL0633  ___________________________________________________________________
 PL0633* NAD 83(1994)-  44 37 50.00255(N)    084 46 35.93881(W)     ADJUSTED  
 PL0633* NAVD 88     -       369.1    (meters)    1211.     (feet)  GPS OBS   
 PL0633  ___________________________________________________________________
 PL0633  X           -     413,930.466 (meters)                     COMP
 PL0633  Y           -  -4,527,885.034 (meters)                     COMP
 PL0633  Z           -   4,458,459.513 (meters)                     COMP
 PL0633  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 PL0633  ELLIP HEIGHT-         334.78  (meters)          (02/03/97) GPS OBS
 PL0633  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 PL0633
 PL0633  HORZ ORDER  -  FIRST
 PL0633  ELLP ORDER  -  FOURTH    CLASS I
 PL0633
 PL0633.The horizontal coordinates were established by GPS observations
 PL0633.and adjusted by the National Geodetic Survey in February 1997..
 PL0633
 PL0633.The orthometric height was determined by GPS observations and a
 PL0633.high-resolution geoid model.
 PL0633
 PL0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0633
 PL0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0633
 PL0633.The ellipsoidal height was determined by GPS observations
 PL0633.and is referenced to NAD 83.
 PL0633
 PL0633.The geoid height was determined by GEOID03.
 PL0633
 PL0633;                    North         East     Units Scale Factor Converg.
 PL0633;SPC MI C     -   146,081.876 5,967,469.574   MT  0.99992753   -0 17 22.6
 PL0633;SPC MI C     -   479,271.25 19,578,312.25   iFT  0.99992753   -0 17 22.6
 PL0633;UTM  16      - 4,944,315.719   676,357.094   MT  0.99998248   +1 33 44.6
 PL0633
 PL0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0633!SPC MI C     -   0.99994751  x   0.99992753  =   0.99987505
 PL0633!UTM  16      -   0.99994751  x   0.99998248  =   0.99992999
 PL0633
 PL0633|---------------------------------------------------------------------|
 PL0633| PID    Reference Object                     Distance      Geod. Az  |
 PL0633|                                                           dddmmss.s |
 PL0633| PL0632 BEAVER                              351.878 METERS 18501     |
 PL0633|---------------------------------------------------------------------|
 PL0633
 PL0633                          SUPERSEDED SURVEY CONTROL
 PL0633
 PL0633  NAD 83(1986)-  44 37 49.99704(N)    084 46 35.93039(W) AD(       ) 1
 PL0633
 PL0633.Superseded values are not recommended for survey control.
 PL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0633.See file dsdata.txt to determine how the superseded data were derived.
 PL0633
 PL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7635744316(NAD 83)
 PL0633_MARKER: 92 = ANTENNA ON ROOF
 PL0633_MARK LOGO: MIDT  
 PL0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0633+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0633
 PL0633  HISTORY     - Date     Condition        Report By
 PL0633  HISTORY     - 1993     FIRST OBSERVED   MIDT
 PL0633
 PL0633                          STATION DESCRIPTION
 PL0633
 PL0633'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0633'STATION IS LOCATED IN QUAD 440844 ON THE LAKE MARGRETHE QUADRANGLE. IT
 PL0633'IS IN THE SOUTHEAST 1/4 OF SECTION 22, T-26-N, R-4-W, GRAYLING
 PL0633'TOWNSHIP.  ABOUT 2.5 MI (4.0 KM) SOUTHWEST FROM GRAYLING AND ON THE
 PL0633'CAMP GRAYLING ARMY BASE.  A REQUEST TO POSITION THIS STATION FOR A
 PL0633'BASE STATION FOR CAMP GRAYLING WAS MADE BY LIEUTENANT COLONEL LEE
 PL0633'(DOC) E. LAWSON, DIRECTOR OF ENGINEERING AND HOUSING, DEPARTMENT OF
 PL0633'MILITARY AFFAIRS, CAMP GRAYLING, MI 49739-0001. PHONE 517-348-3613.
 PL0633'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS M-72 AND M-93 AT THE WEST
 PL0633'SIDE OF GRAYLING, GO SOUTH ALONG HIGHWAY M-93 FOR 2.4 MILES (3.9 KM)
 PL0633'TO THE ENTRANCE CHECK POINT OF CAMP GRAYLING ARMY BASE.  CONTINUE INTO
 PL0633'CAMP GRAYLING GOING 0.4 MILES (0.6 KM) TO A DRIVE LEFT. TURN LEFT FOR
 PL0633'25.0 FEET (7.6 M) TO THE STATION ON THE RIGHT AS DESCRIBED.
 PL0633'STATION IS A GPS ANTENNA MOUNTED ON A CUT OFF UTILITY POLE ANCHORED TO
 PL0633'THE NORTHERLY WALL OF THE ENVIRONMENTAL ENGINEERING OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1319 ***********************************************************************
 RJ1319  DESIGNATION -  CAMP C7M 111
 RJ1319  PID         -  RJ1319
 RJ1319  STATE/COUNTY-  MI/CHIPPEWA
 RJ1319  USGS QUAD   -  OAK RIDGE (1976)
 RJ1319
 RJ1319                         *CURRENT SURVEY CONTROL
 RJ1319  ___________________________________________________________________
 RJ1319* NAD 83(1994)-  46 17 00.93820(N)    084 07 37.24666(W)     ADJUSTED  
 RJ1319* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 RJ1319  ___________________________________________________________________
 RJ1319  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 RJ1319  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1319
 RJ1319  HORZ ORDER  -  SECOND
 RJ1319
 RJ1319.The horizontal coordinates were established by classical geodetic methods
 RJ1319.and adjusted by the National Geodetic Survey in February 1997..
 RJ1319
 RJ1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1319
 RJ1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1319
 RJ1319.The geoid height was determined by GEOID03.
 RJ1319
 RJ1319;                    North         East     Units Scale Factor Converg.
 RJ1319;SPC MI N     -   170,756.461 8,221,341.345   MT  0.99990283   +2 04 35.6
 RJ1319;SPC MI N     -   560,224.61 26,972,904.68   iFT  0.99990283   +2 04 35.6
 RJ1319;UTM  16      - 5,129,569.665   721,318.711   MT  1.00020215   +2 04 38.4
 RJ1319
 RJ1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1319!SPC MI N     -   0.99997797  x   0.99990283  =   0.99988081
 RJ1319!UTM  16      -   0.99997797  x   1.00020215  =   1.00018012
 RJ1319
 RJ1319                          SUPERSEDED SURVEY CONTROL
 RJ1319
 RJ1319  NAD 83(1986)-  46 17 00.92989(N)    084 07 37.24575(W) AD(       ) 2
 RJ1319  NGVD 29 (05/22/90)  177.     (m)          581.     (f) VERT ANG       
 RJ1319
 RJ1319.Superseded values are not recommended for survey control.
 RJ1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1319.See file dsdata.txt to determine how the superseded data were derived.
 RJ1319
 RJ1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2131929570(NAD 83)
 RJ1319_MARKER: DS = TRIANGULATION STATION DISK
 RJ1319_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1319+WITH SETTING: INFORMATION.
 RJ1319_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1319
 RJ1319  HISTORY     - Date     Condition        Report By
 RJ1319  HISTORY     - 1988     MONUMENTED       USE
 RJ1319
 RJ1319                          STATION DESCRIPTION
 RJ1319
 RJ1319'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1319'THE STATION IS LOCATED ABOUT 29.1 KM (18.1 MI) SOUTHEAST OF SAULT STE
 RJ1319'MARIE, 37.3 KM (23.2 MI) EAST-NORTHEAST OF RUDYARD AND 36.7 KM
 RJ1319'(22.8 MI)
 RJ1319'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 2, SEC 24,
 RJ1319'T45N-R2E.
 RJ1319'OWNERSHIP--- MC LEOD, DONALD J. AND ISABEL
 RJ1319'
 RJ1319'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, TRAVEL
 RJ1319'EAST FOR 4.4 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ1319'AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO BRIDGE
 RJ1319'CROSSING THE CHARLOTTE
 RJ1319'RIVER, AT NORTH END OF BRIDGE
 RJ1319'TURN RIGHT ONTO GRAVEL ROAD TO PUBLIC BOAT LAUNCH.
 RJ1319'BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG MIDDLE NEEBISH CHANNEL
 RJ1319'TO THE MUNUSCONG CHANNEL, TRAVEL UPRIVER ALONG THE MUNUSCONG CHANNEL
 RJ1319'FOR 15 MINUTES TO WEST SIDE OF THE CHANNEL WHERE THE STATION IS
 RJ1319'LOCATED.
 RJ1319'
 RJ1319'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C7M-011---,
 RJ1319'SET INTO A COVERED SLEEVE THAT IS FLUSH WITH THE GROUND AND ATTACHED
 RJ1319'TO AN ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 7.6 METERS (25 FT)
 RJ1319'FROM THE WATERS EDGE AND 15.2 METERS (50 FT) SOUTHEAST OF A YELLOW
 RJ1319'HOUSE.
 RJ1319'
 RJ1319'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0072 ***********************************************************************
 OJ0072  DESIGNATION -  CAMP USLS
 OJ0072  PID         -  OJ0072
 OJ0072  STATE/COUNTY-  MI/SANILAC
 OJ0072  USGS QUAD   -  CROSWELL (1976)
 OJ0072
 OJ0072                         *CURRENT SURVEY CONTROL
 OJ0072  ___________________________________________________________________
 OJ0072* NAD 83(1986)-  43 19 51.     (N)    082 32 06.     (W)     SCALED    
 OJ0072* NAVD 88     -       185.641  (meters)     609.06   (feet)  ADJUSTED  
 OJ0072  ___________________________________________________________________
 OJ0072  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0072  DYNAMIC HT  -         185.604 (meters)     608.94  (feet)  COMP
 OJ0072  MODELED GRAV-     980,415.1   (mgal)                       NAVD 88
 OJ0072
 OJ0072  VERT ORDER  -  FIRST     CLASS 0
 OJ0072
 OJ0072.The horizontal coordinates were scaled from a topographic map and have
 OJ0072.an estimated accuracy of +/- 6 seconds.
 OJ0072
 OJ0072.The orthometric height was determined by differential leveling
 OJ0072.and adjusted by the National Geodetic Survey in June 1991..
 OJ0072
 OJ0072.The geoid height was determined by GEOID03.
 OJ0072
 OJ0072.The dynamic height is computed by dividing the NAVD 88
 OJ0072.geopotential number by the normal gravity value computed on the
 OJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0072.degrees latitude (g = 980.6199 gals.).
 OJ0072
 OJ0072.The modeled gravity was interpolated from observed gravity values.
 OJ0072
 OJ0072;                    North         East    Units  Estimated Accuracy
 OJ0072;SPC MI S     -   204,980.    4,148,530.      MT  (+/- 180 meters Scaled)
 OJ0072
 OJ0072                          SUPERSEDED SURVEY CONTROL
 OJ0072
 OJ0072  NGVD 29 (??/??/??)  185.760  (m)          609.45   (f) ADJUSTED    1 0
 OJ0072
 OJ0072.Superseded values are not recommended for survey control.
 OJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0072.See file dsdata.txt to determine how the superseded data were derived.
 OJ0072
 OJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH755986(NAD 83)
 OJ0072_MARKER: B = BOLT
 OJ0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0072_SP_SET: CULVERT
 OJ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0072
 OJ0072  HISTORY     - Date     Condition        Report By
 OJ0072  HISTORY     - 1970     MONUMENTED       USLS
 OJ0072  HISTORY     - 1970     GOOD             USLS
 OJ0072  HISTORY     - 1980     GOOD             NGS
 OJ0072  HISTORY     - 19940728 GOOD             USPSQD
 OJ0072
 OJ0072                          STATION DESCRIPTION
 OJ0072
 OJ0072'DESCRIBED BY US LAKE SURVEY 1970
 OJ0072'4.4 MI N FROM LEXINGTON.
 OJ0072'CAMP IS IN SANILAC COUNTY, MICHIGAN, ABOUT 4.4 MILES NORTH OF
 OJ0072'INTERSECTION OF HURON AVENUE AND MAIN STREET (U.S. 25) IN
 OJ0072'LEXINGTON, ABOUT 0.15 MILE SOUTH OF CENTERLINE OF WILTSIE ROAD,
 OJ0072'50 FEET EAST OF CENTERLINE OF HIGHWAY U.S. 25, 0.7 FEET NORTH
 OJ0072'OF SOUTH EDGE AND 0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT
 OJ0072'HEADWALL, ABOUT 25 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT
 OJ0072'ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF
 OJ0072'THE CULVERT NO. 328+59.  BM CAMP 1970.
 OJ0072
 OJ0072                          STATION RECOVERY (1980)
 OJ0072
 OJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0072'7.1 KILOMETERS (4.4 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0072'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.28
 OJ0072'THIS MARK IS A 3/8-INCH STEEL BOLT SET NEAR THE SOUTH END OF THE
 OJ0072'EAST HEADWALL OF A LARGE CONCRETE BOX CULVERT. 15.24 METERS (50.0
 OJ0072'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 0.21 METER (0.7 FOOT)
 OJ0072'NORTH OF THE SOUTH END OF THE EAST HEADWALL.
 OJ0072'THE MARK IS 7.6 M BELOW HIGHWAY.
 OJ0072
 OJ0072                          STATION RECOVERY (1994)
 OJ0072
 OJ0072'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0082 ***********************************************************************
 RJ0082  DESIGNATION -  CAMPBELL USLS
 RJ0082  PID         -  RJ0082
 RJ0082  STATE/COUNTY-  MI/CHIPPEWA
 RJ0082  USGS QUAD   -  PICKFORD (1975)
 RJ0082
 RJ0082                         *CURRENT SURVEY CONTROL
 RJ0082  ___________________________________________________________________
 RJ0082* NAD 83(1986)-  46 11 02.     (N)    084 17 59.     (W)     SCALED    
 RJ0082* NAVD 88     -       191.178  (meters)     627.22   (feet)  ADJUSTED  
 RJ0082  ___________________________________________________________________
 RJ0082  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 RJ0082  DYNAMIC HT  -         191.186 (meters)     627.25  (feet)  COMP
 RJ0082  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 RJ0082
 RJ0082  VERT ORDER  -  FIRST     CLASS 0
 RJ0082
 RJ0082.The horizontal coordinates were scaled from a topographic map and have
 RJ0082.an estimated accuracy of +/- 6 seconds.
 RJ0082
 RJ0082.The orthometric height was determined by differential leveling
 RJ0082.and adjusted by the National Geodetic Survey in June 1991..
 RJ0082
 RJ0082.The geoid height was determined by GEOID03.
 RJ0082
 RJ0082.The dynamic height is computed by dividing the NAVD 88
 RJ0082.geopotential number by the normal gravity value computed on the
 RJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0082.degrees latitude (g = 980.6199 gals.).
 RJ0082
 RJ0082.The modeled gravity was interpolated from observed gravity values.
 RJ0082
 RJ0082;                    North         East    Units  Estimated Accuracy
 RJ0082;SPC MI N     -   159,210.    8,208,420.      MT  (+/- 180 meters Scaled)
 RJ0082
 RJ0082                          SUPERSEDED SURVEY CONTROL
 RJ0082
 RJ0082  NGVD 29 (??/??/92)  191.147  (m)          627.12   (f) ADJ UNCH    1 0
 RJ0082
 RJ0082.Superseded values are not recommended for survey control.
 RJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0082.See file dsdata.txt to determine how the superseded data were derived.
 RJ0082
 RJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083180(NAD 83)
 RJ0082_MARKER: B = BOLT
 RJ0082_SETTING: 80 = SET IN A BOULDER
 RJ0082_SP_SET: BOULDER
 RJ0082_MARK LOGO: USLS  
 RJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0082+STABILITY: SURFACE MOTION
 RJ0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0082+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2004
 RJ0082
 RJ0082  HISTORY     - Date     Condition        Report By
 RJ0082  HISTORY     - 1901     MONUMENTED       USLS
 RJ0082  HISTORY     - 1972     GOOD             USLS
 RJ0082  HISTORY     - 1983     GOOD             NGS
 RJ0082  HISTORY     - 20041220 GOOD             MIDT
 RJ0082
 RJ0082                          STATION DESCRIPTION
 RJ0082
 RJ0082'DESCRIBED BY US LAKE SURVEY 1972
 RJ0082'8.1 MI S FROM BARBEAU.
 RJ0082'CAMPBELL IS IN CHIPPEWA COUNTY, MICHIGAN, 8.1 MILES SOUTH ALONG
 RJ0082'RIVERSIDE DRIVE FROM POST OFFICE AT BARBEAU, 1.0 MILE EAST OF
 RJ0082'INTERSECTION OF PENNINGTON ROAD AND RIVERSIDE DRIVE IN STERLINGVILLE,
 RJ0082'0.2 MILE SOUTH OF RIVERSIDE DRIVE ON DIRT ROAD, 151 FEET EAST OF
 RJ0082'NORTH-SOUTH DIRT ROAD, 125.5 FEET EAST OF A NORTH-SOUTH FENCELINE
 RJ0082'ON PROPERTY OF ROBERT CAMPBELL, 31.6 FEET NORTH OF EAST-WEST
 RJ0082'FENCELINE, 2.0 FEET FROM NORTHWEST CORNER OF A LARGE BOULDER,
 RJ0082'4 FEET ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF A BRASS
 RJ0082'BOLT SET INTO THE TOP OF THE BOULDER, MARKED U.S.
 RJ0082
 RJ0082                          STATION RECOVERY (1983)
 RJ0082
 RJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0082'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.1 KM
 RJ0082'(8.1 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU,
 RJ0082'THENCE 0.3 KM (0.2 MI) SOUTH ALONG A DIRT ROAD, A BRASS BOLT SET IN
 RJ0082'TOP OF THE NORTHWEST CORNER OF A 6 BY 6 BY 4 FT. BOULDER,
 RJ0082'46.0 METERS (151.0 FT) EAST OF APPROXIMATE CENTER OF DIRT ROAD, AND
 RJ0082'9.6 METERS (31.6 FT) NORTH OF OLD EAST-WEST FENCE LINE.
 RJ0082'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0082
 RJ0082                          STATION RECOVERY (2004)
 RJ0082
 RJ0082'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (SR)
 RJ0082'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU, GO SOUTH ON
 RJ0082'RIVERSIDE ROAD FOR 13.1 KM TO THE INTERSECTION OF 22 MILE ROAD, AT
 RJ0082'THIS INTERSECTION RIVERSIDE ROAD BECOMES WESTON ROAD, CONTINUE SOUTH
 RJ0082'ON WESTON ROAD FOR 0.3 KM TO THE STATION ON THE LEFT.  THE STATION IS
 RJ0082'LOCATED 46.0 M EAST OF THE CENTER OF WESTON ROAD, 9.6 M NORTH OF AN
 RJ0082'OLD EAST-WEST FENCE LINE AND SET IT THE NW CORNER OF A 6'X6'X4'
 RJ0082'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0621 ***********************************************************************
 QK0621  DESIGNATION -  CANADA
 QK0621  PID         -  QK0621
 QK0621  STATE/COUNTY-  MI/MONTMORENCY
 QK0621  USGS QUAD   -  LAKE GENEVA (1986)
 QK0621
 QK0621                         *CURRENT SURVEY CONTROL
 QK0621  ___________________________________________________________________
 QK0621* NAD 83(1994)-  45 08 11.70904(N)    084 13 37.91327(W)     ADJUSTED  
 QK0621* NAVD 88     -       260.     (meters)     853.     (feet)  SCALED    
 QK0621  ___________________________________________________________________
 QK0621  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 QK0621  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 QK0621
 QK0621  HORZ ORDER  -  SECOND
 QK0621
 QK0621.The horizontal coordinates were established by classical geodetic methods
 QK0621.and adjusted by the National Geodetic Survey in February 1997..
 QK0621
 QK0621.The orthometric height was scaled from a topographic map.
 QK0621
 QK0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0621
 QK0621.The geoid height was determined by GEOID03.
 QK0621
 QK0621;                    North         East     Units Scale Factor Converg.
 QK0621;SPC MI C     -   202,239.210 6,010,969.594   MT  0.99991838   +0 05 54.7
 QK0621;SPC MI C     -   663,514.47 19,721,028.85   iFT  0.99991838   +0 05 54.7
 QK0621;UTM  16      - 5,001,864.202   718,019.062   MT  1.00018449   +1 57 58.0
 QK0621
 QK0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0621!SPC MI C     -   0.99996486  x   0.99991838  =   0.99988325
 QK0621!UTM  16      -   0.99996486  x   1.00018449  =   1.00014935
 QK0621
 QK0621:                Primary Azimuth Mark                     Grid Az
 QK0621:SPC MI C     -  PRESQUE ISLE N LOOKOUT TOWER             010 09 14.4
 QK0621:UTM  16      -  PRESQUE ISLE N LOOKOUT TOWER             008 17 11.1
 QK0621
 QK0621|---------------------------------------------------------------------|
 QK0621| PID    Reference Object                     Distance      Geod. Az  |
 QK0621|                                                           dddmmss.s |
 QK0621| QK0620 PRESQUE ISLE N LOOKOUT TOWER        APPROX. 9.9 KM 0101509.1 |
 QK0621| QK0619 PRESQUE ISLE S LOOKOUT TOWER        APPROX. 5.1 KM 0880757.6 |
 QK0621| QK0615 ATLANTA                             APPROX.21.0 KM 1333050.3 |
 QK0621| CH1787 CANADA RM 3                          78.520 METERS 14244     |
 QK0621| CH1785 CANADA RM 1                          25.895 METERS 14639     |
 QK0621| CH1786 CANADA RM 2                          21.844 METERS 25208     |
 QK0621|---------------------------------------------------------------------|
 QK0621
 QK0621                          SUPERSEDED SURVEY CONTROL
 QK0621
 QK0621  NAD 83(1986)-  45 08 11.70049(N)    084 13 37.91628(W) AD(       ) 2
 QK0621  NAD 27      -  45 08 11.66400(N)    084 13 37.88500(W) AD(       ) 2
 QK0621
 QK0621.Superseded values are not recommended for survey control.
 QK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0621.See file dsdata.txt to determine how the superseded data were derived.
 QK0621
 QK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1801901864(NAD 83)
 QK0621_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0621
 QK0621  HISTORY     - Date     Condition        Report By
 QK0621  HISTORY     - 1956     MONUMENTED       CGS
 QK0621  HISTORY     - 19951015 GOOD             USPSQD
 QK0621  HISTORY     - 20011205 GOOD             NGS
 QK0621
 QK0621                          STATION DESCRIPTION
 QK0621
 QK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0621'THE STATION IS ABOUT 14-3/4 MILES SOUTH OF ONAWAY, 9-1/2 MILES
 QK0621'NORTHWEST OF ATLANTA, ON
 QK0621'A HIGH TIMBERED RIDGE RUNNING NORTH AND SOUTH, ON PROPERTY OWNED BY
 QK0621'THE CANADA CREEK RANCH
 QK0621'ASSOCIATION.  IT IS ON THE HIGHEST POINT OF A SMALL MOUND, 26 FEET
 QK0621'WEST OF THE CENTER OF A WOODS ROAD, 4
 QK0621'FEET SOUTHEAST OF A WHITE WITNESS POST, 47 FEET
 QK0621'SOUTHWEST OF A BLAZED 10 INCH TWIN MAPLE TREE AND 24
 QK0621'FEET NORTHWEST OF AN 8 INCH MAPLE
 QK0621'TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE.  THE MARK IS FLUSH AND
 QK0621'THE DISK IS STAMPED CANADA 1956.
 QK0621'
 QK0621'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 33 AND 32 IN
 QK0621'ATLANTA, GO NORTH ON HIGHWAY
 QK0621'33 FOR 8.3 MILES TO A CROSSROAD (MONTMORENCY COUNTY ROAD 622).  TURN
 QK0621'LEFT AND GO WEST ON COUNTY ROAD 622
 QK0621'FOR 0.1 MILE TO A GRAVEL T-ROAD.  TURN LEFT AND GO
 QK0621'SOUTH AND THEN WEST ON GRAVEL ROAD FOR 0.55 MILE TO A
 QK0621'Y-INTERSECTION, BEAR LEFT AND
 QK0621'CONTINUE WEST ON GRAVEL ROAD FOR 1.05 MILES TO THE CROSSING OF CANADA
 QK0621'CREEK.  CONTINUE WEST ON GRAVEL
 QK0621'ROAD FOR 1.0 MILE TO A NARROW SAND ROAD ON THE RIGHT.  TURN RIGHT,
 QK0621'PASSING THROUGH A POLE GATE AND
 QK0621'GO NORTH ON SAND ROAD FOR 1.25 MILES TO A DIM TRACK
 QK0621'ROAD ON THE LEFT, AND A BLAZED TREE IN FORKS OF
 QK0621'ROAD.  TURN LEFT AND FOLLOW DIM TRACK
 QK0621'ROAD NORTHWEST THROUGH VALLEY FOR 0.9 MILE TO A SADDLE IN RIDGE.
 QK0621'CONTINUE AHEAD ON WOODS ROAD FOR
 QK0621'0.15 MILE TO THE TOP OF THE RIDGE AND THE SMALL MOUND AND THE STATION
 QK0621'ON THE LEFT.
 QK0621'
 QK0621'REFERENCE MARK 1 IS 40 FEET WEST OF THE CENTER OF THE WOODS ROAD, 36
 QK0621'FEET NORTH OF THE NORTH EDGE
 QK0621'OF A SMALL CLEARING IN THE WOODS AND 12 FEET SOUTHWEST OF A 6 INCH
 QK0621'TRIANGULAR BLAZED TWIN MAPLE TREE.
 QK0621'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0621'CANADA NO 1 1956.
 QK0621'
 QK0621'REFERENCE MARK 2 IS 5 FEET EAST OF A 6 INCH MAPLE TREE WITH A
 QK0621'TRIANGLE BLAZE ON THE EAST
 QK0621'SIDE.  THE DISK IS CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 QK0621'AND IS STAMPED CANADA NO 2 1956.
 QK0621'
 QK0621'REFERENCE MARK 3 IS 62 FEET SOUTH OF THE SOUTH EDGE OF THE SMALL
 QK0621'OPENING IN THE WOODS AND 28
 QK0621'FEET SOUTH OF A 6 INCH TRIANGULAR BLAZED MAPLE TREE.  THE MARK
 QK0621'PROJECTS 2 INCHES AND THE DISK IS
 QK0621'STAMPED CANADA NO 3 1956.
 QK0621'
 QK0621'THERE WAS NO SUITABLE PLACE AT THIS TIME TO ESTABLISH AN AZIMUTH
 QK0621'MARK.  REFERENCE MARK 3 WAS
 QK0621'ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE, AND LOCATED WITH
 QK0621'PRECISE PROCEDURES SO THAT AN
 QK0621'AZIMUTH BETTER THAN THE ORDINARY REFERENCE MARK WOULD BE AVAILABLE.
 QK0621'
 QK0621'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 QK0621
 QK0621                          STATION RECOVERY (1995)
 QK0621
 QK0621'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0621'RECOVERED IN GOOD CONDITION.
 QK0621
 QK0621                          STATION RECOVERY (2001)
 QK0621
 QK0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0621'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0239 ***********************************************************************
 SG0239  DESIGNATION -  CANAL 26 B 1 MIGS 1934
 SG0239  PID         -  SG0239
 SG0239  STATE/COUNTY-  MI/HOUGHTON
 SG0239  USGS QUAD   -  OSKAR (1975)
 SG0239
 SG0239                         *CURRENT SURVEY CONTROL
 SG0239  ___________________________________________________________________
 SG0239* NAD 83(1994)-  47 12 13.97177(N)    088 38 03.77201(W)     ADJUSTED  
 SG0239* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 SG0239  ___________________________________________________________________
 SG0239  LAPLACE CORR-          -9.29  (seconds)                    DEFLEC99
 SG0239  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 SG0239
 SG0239  HORZ ORDER  -  THIRD
 SG0239
 SG0239.The horizontal coordinates were established by classical geodetic methods
 SG0239.and adjusted by the National Geodetic Survey in February 1997..
 SG0239
 SG0239.The orthometric height was scaled from a topographic map.
 SG0239
 SG0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0239
 SG0239.The geoid height was determined by GEOID03.
 SG0239
 SG0239;                    North         East     Units Scale Factor Converg.
 SG0239;SPC MI N     -   270,320.478 7,876,174.009   MT  1.00003167   -1 10 52.7
 SG0239;SPC MI N     -   886,878.21 25,840,465.91   iFT  1.00003167   -1 10 52.7
 SG0239;UTM  16      - 5,229,116.679   376,219.958   MT  0.99978830   -1 11 57.9
 SG0239
 SG0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0239!SPC MI N     -   0.99997030  x   1.00003167  =   1.00000197
 SG0239!UTM  16      -   0.99997030  x   0.99978830  =   0.99975861
 SG0239
 SG0239:                Primary Azimuth Mark                     Grid Az
 SG0239:SPC MI N     -  MCM QUINCY 2 1939                        150 07 58.2
 SG0239:UTM  16      -  MCM QUINCY 2 1939                        150 09 03.4
 SG0239
 SG0239|---------------------------------------------------------------------|
 SG0239| PID    Reference Object                     Distance      Geod. Az  |
 SG0239|                                                           dddmmss.s |
 SG0239| SG0186 MCM QUINCY 2 1939                   APPROX. 8.7 KM 1485705.5 |
 SG0239|---------------------------------------------------------------------|
 SG0239
 SG0239                          SUPERSEDED SURVEY CONTROL
 SG0239
 SG0239  NAD 83(1986)-  47 12 13.96851(N)    088 38 03.74615(W) AD(       ) 3
 SG0239  NAD 27      -  47 12 14.23400(N)    088 38 03.28700(W) AD(       ) 3
 SG0239
 SG0239.Superseded values are not recommended for survey control.
 SG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0239.See file dsdata.txt to determine how the superseded data were derived.
 SG0239
 SG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7622029117(NAD 83)
 SG0239_MARKER: DD = SURVEY DISK
 SG0239_SETTING: 0 = UNSPECIFIED SETTING
 SG0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0239
 SG0239  HISTORY     - Date     Condition        Report By
 SG0239  HISTORY     - 1934     MONUMENTED       MIGS
 SG0239  HISTORY     - 20030927 MARK NOT FOUND   GEOCAC
 SG0239
 SG0239                          STATION DESCRIPTION
 SG0239
 SG0239'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0239'ABOUT 5 MILES NORTH OF HANCOCK IN T. 56 N., R. 34 W., SEC. 35,
 SG0239'HANCOCK TOWNSHIP, ON EAST SIDE OF ROAD NEAR CANAL SCHOOLHOUSE,
 SG0239'240 FEET SOUTH OF SOUTH WALL OF SCHOOLHOUSE, 29 FEET EAST OF
 SG0239'CENTER OF ROAD.  TO REACH BY COUNTY ROAD, FOLLOW KEWEENAW WATERWAY
 SG0239'ON THE HOUGHTON SIDE WEST AND NORTH TO PORTAGE LAKE SHIP CANAL
 SG0239'LIGHT.  STATION IS U.S.C. AND G.S. AND STATE SURVEY STANDARD
 SG0239'DISK IN CONCRETE.
 SG0239
 SG0239                          STATION RECOVERY (2003)
 SG0239
 SG0239'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1449 ***********************************************************************
 NE1449  DESIGNATION -  CANTON
 NE1449  PID         -  NE1449
 NE1449  STATE/COUNTY-  MI/WAYNE
 NE1449  USGS QUAD   -  WAYNE (1980)
 NE1449
 NE1449                         *CURRENT SURVEY CONTROL
 NE1449  ___________________________________________________________________
 NE1449* NAD 83(1994)-  42 19 19.42650(N)    083 29 17.65999(W)     ADJUSTED  
 NE1449* NAVD 88     -       210.0    (meters)     689.     (feet)  GPS OBS   
 NE1449  ___________________________________________________________________
 NE1449  X           -     535,635.326 (meters)                     COMP
 NE1449  Y           -  -4,692,646.547 (meters)                     COMP
 NE1449  Z           -   4,272,239.860 (meters)                     COMP
 NE1449  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 NE1449  ELLIP HEIGHT-         175.97  (meters)          (07/12/02) GPS OBS
 NE1449  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NE1449
 NE1449  HORZ ORDER  -  FIRST
 NE1449  ELLP ORDER  -  FOURTH    CLASS I
 NE1449
 NE1449.The horizontal coordinates were established by classical geodetic methods
 NE1449.and adjusted by the National Geodetic Survey in February 1997..
 NE1449
 NE1449.The orthometric height was determined by GPS observations and a
 NE1449.high-resolution geoid model.
 NE1449
 NE1449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1449
 NE1449.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1449
 NE1449.The ellipsoidal height was determined by GPS observations
 NE1449.and is referenced to NAD 83.
 NE1449
 NE1449.The geoid height was determined by GEOID03.
 NE1449
 NE1449;                    North         East     Units Scale Factor Converg.
 NE1449;SPC MI S     -    91,690.877 4,072,405.690   MT  0.99995482   +0 35 52.1
 NE1449;SPC MI S     -   300,823.09 13,360,911.06   iFT  0.99995482   +0 35 52.1
 NE1449;UTM  17      - 4,688,534.088   294,966.212   MT  1.00011727   -1 40 33.3
 NE1449
 NE1449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1449!SPC MI S     -   0.99997240  x   0.99995482  =   0.99992722
 NE1449!UTM  17      -   0.99997240  x   1.00011727  =   1.00008967
 NE1449
 NE1449:                Primary Azimuth Mark                     Grid Az
 NE1449:SPC MI S     -  WAYNE CO TRAINING SCHOOL TANK            002 02 29.2
 NE1449:UTM  17      -  WAYNE CO TRAINING SCHOOL TANK            004 18 54.6
 NE1449
 NE1449|---------------------------------------------------------------------|
 NE1449| PID    Reference Object                     Distance      Geod. Az  |
 NE1449|                                                           dddmmss.s |
 NE1449| NE1451 WAYNE CO TRAINING SCHOOL TANK       APPROX. 8.6 KM 0023821.3 |
 NE1449| NE1445 TT 4 S USGS 1943                     41.962 METERS 05826     |
 NE1449| NE1460 LELAND SANITARIUM WATER TANK        APPROX. 8.2 KM 2294840.7 |
 NE1449| CH0856 CANTON AZ MK                                       2635752.7 |
 NE1449| CH0857 CANTON RM 1                          29.628 METERS 27128     |
 NE1449| CH0858 CANTON RM 3                           8.520 METERS 35427     |
 NE1449|---------------------------------------------------------------------|
 NE1449
 NE1449                          SUPERSEDED SURVEY CONTROL
 NE1449
 NE1449  ELLIP H (02/03/97)  176.01   (m)                       GP(       ) 4 1
 NE1449  NAD 83(1986)-  42 19 19.43108(N)    083 29 17.69116(W) AD(       ) 1
 NE1449  NAD 27      -  42 19 19.29900(N)    083 29 17.91900(W) AD(       ) 1
 NE1449
 NE1449.Superseded values are not recommended for survey control.
 NE1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1449.See file dsdata.txt to determine how the superseded data were derived.
 NE1449
 NE1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9496688534(NAD 83)
 NE1449_MARKER: DS = TRIANGULATION STATION DISK
 NE1449_SETTING: 0 = UNSPECIFIED SETTING
 NE1449_STAMPING: CANTON 1943
 NE1449_MARK LOGO: CGS   
 NE1449_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1449+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1994
 NE1449
 NE1449  HISTORY     - Date     Condition        Report By
 NE1449  HISTORY     - 1943     MONUMENTED       CGS
 NE1449  HISTORY     - 1953     SEE DESCRIPTION  CGS
 NE1449  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NE1449  HISTORY     - 1976     SEE DESCRIPTION  NGS
 NE1449  HISTORY     - 1980     SEE DESCRIPTION  MIDH
 NE1449  HISTORY     - 1982     POOR             NGS
 NE1449  HISTORY     - 19931030 GOOD             LOCENG
 NE1449  HISTORY     - 19940311 POOR             MIDT
 NE1449  HISTORY     - 20050808 MARK NOT FOUND   USPSQD
 NE1449
 NE1449                          STATION DESCRIPTION
 NE1449
 NE1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1449'STATION IS LOCATED
 NE1449'ABOUT 3 MILES SSW
 NE1449'OF THE TOWN OF PLYMOUTH, 88 FEET W OF THE CENTER
 NE1449'LINE OF CANTON ROAD, 69 FEET SW OF
 NE1449'THE S END OF A CONCRETE BRIDGE.
 NE1449'42 FEET S OF THE CENTER LINE OF STATE HIGHWAY 153, 23
 NE1449'FEET SW OF
 NE1449'POLE 42-1, AND 7.7 FEET SE OF A REFERENCE POST.  THE DISK IS STAMPED
 NE1449'CANTON 1943.
 NE1449'
 NE1449'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARKS ARE
 NE1449'BRONZE DISKS SET
 NE1449'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1449'
 NE1449'REFERENCE MARK 1 IS 97.21 FEET W OF THE STATION, 51.7 FEET N OF
 NE1449'THE CENTER LINE OF
 NE1449'STATE HIGHWAY 153.  THE DISK IS STAMPED CANTON
 NE1449'NO 1 1943.
 NE1449'
 NE1449'REFERENCE MARK 2 (TT 4S 1935 U.S.G.S. B.M.) IS 137.67 FEET NE
 NE1449'OF THE STATION,
 NE1449'31.7 FEET E OF THE CENTER LINE OF CANTON ROAD, 10
 NE1449'FEET S OF A POWER-TRANSMISSION
 NE1449'LINE POLE, 9.5 FEET NE OF THE N END
 NE1449'OF A CONCRETE BRIDGE.  THE MARK IS A STANDARD
 NE1449'U.S.G.S. BENCH MARK
 NE1449'AND IS STAMPED TT 4S 1935.  ELEVATION - 689 FEET.
 NE1449'
 NE1449'THE AZIMUTH MARK IS 0.6 MILE W OF THE STATION, 42.8 FEET S OF
 NE1449'THE CENTER LINE OF
 NE1449'STATE HIGHWAY 153, 17.4 FEET N OF AN E-W FENCELINE,
 NE1449'3.3 FEET N OF A REFERENCE POST.  THE
 NE1449'DISK IS STAMPED CANTON
 NE1449'1943.
 NE1449'
 NE1449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 12 AND
 NE1449'SHELDON ROAD IN
 NE1449'THE SW EDGE OF THE TOWN OF PLYMOUTH, GO S ON SHELDON
 NE1449'ROAD FOR 0.5 MILE TO THE JUNCTION
 NE1449'OF JOY ROAD, HERE TURN RIGHT ON
 NE1449'JOY ROAD FOR 0.55 MILE TO THE JUNCTION OF CANTON
 NE1449'ROAD, TURN LEFT
 NE1449'ON CANTON ROAD AND GO S FOR 2.0 MILES TO THE JUNCTION OF HIGHWAY
 NE1449'153 AND STATION
 NE1449'AS DESCRIBED.
 NE1449'
 NE1449'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON STATE HIGHWAY
 NE1449'153 FOR 0.6 MILE
 NE1449'TO MARK ON THE LEFT AS DESCRIBED.
 NE1449'
 NE1449'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1449
 NE1449                          STATION RECOVERY (1953)
 NE1449
 NE1449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 NE1449'THE STATION, REFERENCE MARKS, AND AZIMUTH
 NE1449'MARK WERE
 NE1449'RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE.
 NE1449'THE DISTANCE AND DIRECTION
 NE1449'TO THE REFERENCE MARKS WERE
 NE1449'NOT CHECKED.
 NE1449'
 NE1449'IN THE ORIGINAL DESCRIPTION, THE LINE 42 FT. S OF THE CENTERLINE
 NE1449'OF STATE HIGHWAY
 NE1449'153 IS INCORRECT.  IT SHOULD READ 42 FT. N
 NE1449'OF STATE HIGHWAY 153.
 NE1449
 NE1449                          STATION RECOVERY (1974)
 NE1449
 NE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WFP)
 NE1449'RECOVERED BY WILLIAM F. PARSONS, UNIVERSITY OF MICH.
 NE1449'CANTON 1943
 NE1449'DAMAGED ABOUT ONE THIRD OF DISK MISSING.
 NE1449'
 NE1449'CANTON NO 1 1943 GOOD BUT IN
 NE1449'DANGER OF LOSS BY EROSION OF DRAIN BANK.
 NE1449'
 NE1449'CANTON 1943 (AZ. MK) NOT RECOVERED DURING A 1/2
 NE1449'HR SEARCH OF SURFACE.
 NE1449'
 NE1449'TT 4S 1935 (RM. 2) NOT RECOVERED NEW DESCRIPTION REQUIRED 1/2 HR
 NE1449'SEARCH.
 NE1449'
 NE1449'TT 4S WAS PROBED FOR IN THE APPROXIMATE POSITION
 NE1449'WITH A SCREWDRIVER TO A
 NE1449'DEPTH OF ABOUT 6 INCHES.  THE STATION DISK WAS APPARENTLY
 NE1449'STRUCK BY A ROAD GRADER AND I HAVE THE
 NE1449'MISSING PORTION.  THE NAME AND
 NE1449'THE TRIANGLE ARE ON THE REMAINING PORTION AND A
 NE1449'DETAILED REPORT IS CONTAINED IN A LETTER TO
 NE1449'MR. C. L. NOVAK OF
 NE1449'NETWORK MAINTEN. DATED 9-30-74.
 NE1449'
 NE1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MI SSW OF THE
 NE1449'TOWN OF PLYMOUTH
 NE1449
 NE1449                          STATION RECOVERY (1976)
 NE1449
 NE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NE1449'STATION MARK WAS FOUND WITH A PORTION OF THE DISK SHEARED OFF.
 NE1449'THE PLUMB POINT WAS IN GOOD CONDITION.  THE POINT WAS PLUMBED AND
 NE1449'HELD AND A NEW SURFACE DISK WAS SET USING THE ORIGINAL MONUMENT.
 NE1449'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  TT 4S (USGS) (USED
 NE1449'AS R. M. 2) WAS SEARCHED FOR BUT NOT FOUND AND ASSUMED DESTROYED
 NE1449'WHEN A GAS LINE WAS LAYED.  THE AZIMUTH MARK WAS NOT RECOVERED
 NE1449'AFTER A THROUGH SEARCH.  THE AZIMUTH MARK MAY BE INTACT BUT
 NE1449'NOT ENOUGH POINTS TO CHECK.  THE ANGLE WAS TURNED OFF REFERENCE
 NE1449'MARK 1, THE EAST WEST FENCE IS GONE AS IS THE REFERENCE POST.
 NE1449'
 NE1449'THE STATION IS IN THE SOUTHWEST EDGE OF PLYMOUTH IN THE NORTHWEST
 NE1449'ANGLE OF THE INTERSECTION OF STATE HIGHWAY 153 AND CANTON CENTER
 NE1449'ROAD.  IT IS 88 FEET WEST OF THE CENTERLINE OF CANTON CENTER ROAD,
 NE1449'69 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE BRIDGE, 42 FEET
 NE1449'NORTH OF THE CENTERLINE OF STATE HIGHWAY 153 AND 16 FEET
 NE1449'SOUTHWEST OF A TELEPHONE POLE.  THE MONUMENT PROJECTS 1 INCH AND
 NE1449'THE DISK STAMPED CANTON 1943 1976.
 NE1449'
 NE1449'REFERENCE MARK 1 IS 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 NE1449'19 FEET NORTHEAST OF A 14-INCH ELM TREE, 7.5 FEET NORTHWEST OF A
 NE1449'TELEPHONE POLE, 2 FEET SOUTH OF THE CREEK BANK AND 1 FOOT EAST OF
 NE1449'METAL WITNESS POST.  THE MONUMENT PROJECTS 1 INCH AND THE DISK
 NE1449'STAMPED CANTON NO 1 1943.
 NE1449'
 NE1449'REFERENCE MARK 3 IS A STANDARD ALUMINUM MARK WITH 3-MAGNETS
 NE1449'ATTACHED.  IT IS 87 FEET WEST OF THE CENTERLINE OF CANTON CENTER
 NE1449'ROAD, 70 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 61 FEET WEST
 NE1449'OF THE SOUTH END OF THE CONCRETE BRIDGE, 28 FEET NORTHWEST OF THE
 NE1449'TELEPHONE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 NE1449'
 NE1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE SOUTHWEST
 NE1449'EDGE OF PLYMOUTH.
 NE1449'
 NE1449'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NE1449
 NE1449                          STATION RECOVERY (1980)
 NE1449
 NE1449'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1449'THE STATION MONUMENT WAS FOUND HOWEVER THE DISK HAS BEEN REMOVED BUT
 NE1449'THE SHANK IS STILL IN PLACE AND APPEARS TO BE IN ITS ORIGINAL POSITION
 NE1449'ALSO RM 3 1976 WAS FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NE1449'SEARCHED FOR BUT COULD NOT BE FOUND. THE DISTANCE AND DIRECTION TO THE
 NE1449'REFERENCE MARK WAS NOT CHECKED.  THE DESCRIPTION AND TO REACH ARE
 NE1449'ADEQUATE.
 NE1449
 NE1449                          STATION RECOVERY (1982)
 NE1449
 NE1449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (ARB)
 NE1449'STATION WAS RECOVERED WITH RM NO. 3 AS DESCRIBED IN 1976 RECOVER
 NE1449'NOTE.  THE DISK HAS BEEN SHEARED OFF BUT THE SHANK REMAINS.  THE
 NE1449'TOP OF THE MONUMENT IS IN PRETTY BAD SHAPE AND ONLY PART OF THE
 NE1449'IMPRESSION OF THE DISK REMAINS.  THE DISTANCE TO RM 3 CHECKS THE
 NE1449'1976 DISTANCE.  RM 1 WAS NOT FOUND.
 NE1449'
 NE1449'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHWEST
 NE1449'EDGE OF PLYMOUTH.
 NE1449
 NE1449                          STATION RECOVERY (1993)
 NE1449
 NE1449'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (KS)
 NE1449'RECOVERED IN GOOD CONDITION.  THERE IS NOW A SMALL PK NAIL DRIVEN
 NE1449'THROUGH A WRC WITNESS TAG AND INTO THE TOP OF THE COPPER SHANK.
 NE1449
 NE1449                          STATION RECOVERY (1994)
 NE1449
 NE1449'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1449'STATION IS IN QUAD 420832 ON THE QUADRANGLE MAP. IT IS IN THE SOUTHEST
 NE1449'1/4 OF SECTION 9, T-2-S, R-8-E, CANTON TOWNSHIP. ABOUT 3.0 MI (4.8 KM)
 NE1449'SOUTH OF PLYMOUTH, 7.5 MI (12.1 KM) WEST OF GARDEN CITY, 8.0 MI (12.9
 NE1449'KM) NORTH OF BELLEVILLE, AND ON HIGHWAY RIGHT-OF-WAY. TO REACH FROM
 NE1449'THE INTERCHANGE OF INTERSTATE 275 AND STATE HIGHWAY M-153 (FORD ROAD)
 NE1449'GO WEST ALONG FORD ROAD FOR 2.2 MI (3.5 KM) TO CANTON CENTER ROAD AND
 NE1449'STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION AS DESCRIBED.
 NE1449'STATION IS A CONCRETE MONUMENT WITH CAP SHEARED OFF AND ONLY THE STEM
 NE1449'REMAINS IN THE TOP. THE TOP OF THE CONCRETE IS IN ROUGH SHAPE AND 3
 NE1449'INCHES BELOW GROUND SURFACE. A FAINT DISTINCTION OF THE MONUMENT CAP
 NE1449'CAN BE SEEN. IT IS 88.0 FT (26.8 M) WEST FROM THE CENTER OF CANTON
 NE1449'CENTER ROAD, 69.0 FT (21.0 M) SOUTHWEST FROM THE SOUTH END OF A
 NE1449'CONCRETE BRIDGE, 42.0 FT (12.8 M) NORTH FROM THE CENTER OF FORD ROAD.
 NE1449'NOTE--GPS WAS OBSERVED ON THIS STATION AND NOT CONSTRAINED IN THE
 NE1449'ADJUSTMENT. A 7 CM SHIFT IN LONGITUDE IS SUSPECTED.
 NE1449
 NE1449                          STATION RECOVERY (2005)
 NE1449
 NE1449'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0797 ***********************************************************************
 NG0797  DESIGNATION -  CAP
 NG0797  PID         -  NG0797
 NG0797  STATE/COUNTY-  MI/BERRIEN
 NG0797  USGS QUAD   -  BENTON HARBOR (1980)
 NG0797
 NG0797                         *CURRENT SURVEY CONTROL
 NG0797  ___________________________________________________________________
 NG0797* NAD 83(1994)-  42 06 53.37224(N)    086 29 18.19883(W)     ADJUSTED  
 NG0797* NAVD 88     -       178.5    (meters)     586.     (feet)  GPS OBS   
 NG0797  ___________________________________________________________________
 NG0797  X           -     290,240.840 (meters)                     COMP
 NG0797  Y           -  -4,729,665.576 (meters)                     COMP
 NG0797  Z           -   4,255,170.592 (meters)                     COMP
 NG0797  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 NG0797  ELLIP HEIGHT-         144.80  (meters)          (07/17/02) GPS OBS
 NG0797  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NG0797
 NG0797  HORZ ORDER  -  SECOND
 NG0797  ELLP ORDER  -  FOURTH    CLASS I
 NG0797
 NG0797.The horizontal coordinates were established by GPS observations
 NG0797.and adjusted by the National Geodetic Survey in February 1997..
 NG0797
 NG0797.The orthometric height was determined by GPS observations and a
 NG0797.high-resolution geoid model.
 NG0797
 NG0797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0797
 NG0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0797
 NG0797.The ellipsoidal height was determined by GPS observations
 NG0797.and is referenced to NAD 83.
 NG0797
 NG0797.The geoid height was determined by GEOID03.
 NG0797
 NG0797;                    North         East     Units Scale Factor Converg.
 NG0797;SPC MI S     -    70,505.187 3,824,549.290   MT  0.99999652   -1 26 38.0
 NG0797;SPC MI S     -   231,316.23 12,547,733.89   iFT  0.99999652   -1 26 38.0
 NG0797;UTM  16      - 4,662,651.944   542,294.241   MT  0.99962201   +0 20 35.2
 NG0797
 NG0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0797!SPC MI S     -   0.99997729  x   0.99999652  =   0.99997381
 NG0797!UTM  16      -   0.99997729  x   0.99962201  =   0.99959931
 NG0797
 NG0797                          SUPERSEDED SURVEY CONTROL
 NG0797
 NG0797  ELLIP H (02/03/97)  144.92   (m)                       GP(       ) 4 1
 NG0797  NAD 83(1986)-  42 06 53.37133(N)    086 29 18.20062(W) AD(       ) 2
 NG0797
 NG0797.Superseded values are not recommended for survey control.
 NG0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0797.See file dsdata.txt to determine how the superseded data were derived.
 NG0797
 NG0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4229462652(NAD 83)
 NG0797_MARKER: DD = SURVEY DISK
 NG0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NG0797_SP_SET: SET IN BULKHEAD
 NG0797_STAMPING: CAP 1989
 NG0797_MARK LOGO: USE   
 NG0797_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0797+STABILITY: POSITION/ELEVATION WELL
 NG0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0797+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NG0797
 NG0797  HISTORY     - Date     Condition        Report By
 NG0797  HISTORY     - 1991     MONUMENTED       USE
 NG0797
 NG0797                          STATION DESCRIPTION
 NG0797
 NG0797'DESCRIBED BY US ENGINEERS 1991
 NG0797'THE STATION IS LOCATED ON THE NORTH JETTY IN ST JOSEPH, MI. (0.00 KM)
 NG0797'JUST SOUTH AND WEST OF THE COAST GUARD BASE AND TISCORNIA PARK.
 NG0797'TO REACH THE STATION FROM THE POST OFFICE IN ST JOSEPH, HEAD NORTHEAST
 NG0797'ON HWY 33 FOR 1.0 MI (1.61 KM) TO UPTON STREET EXIT. FOLLOW UPTON ST
 NG0797'SOUTHWEST FOR 1.2 MI (1.93 KM) TO TISCORNIA PARK, AND STATION ON
 NG0797'BULKHEAD AS DESCRIBED.
 NG0797'THE STATION IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK STAMPED
 NG0797'CAP 1989 - DETROIT DISTRICT - SET IN A DRILL HOLE IN THE BULKHEAD. IT
 NG0797'IS 7.44 M (24.41 FT) WEST OF A STEEL PIN WITH CONCRETE CENTER PAINTED
 NG0797'BLUE, 2.16 M (7.09 FT) EAST OF A STEEL BULKHEAD WHERE THE BULKHEAD
 NG0797'MAKES AN ANGLE, AND 1.8 M (5.91 FT) NNW OF A STEEL RAIL PAINTED BLUE.
 NG0797'DESCRIBED BY GAB
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0834 ***********************************************************************
 OJ0834  DESIGNATION -  CAPAC
 OJ0834  PID         -  OJ0834
 OJ0834  STATE/COUNTY-  MI/ST CLAIR
 OJ0834  USGS QUAD   -  CAPAC (1961)
 OJ0834
 OJ0834                         *CURRENT SURVEY CONTROL
 OJ0834  ___________________________________________________________________
 OJ0834* NAD 83(1994)-  43 02 04.40608(N)    082 55 45.22197(W)     ADJUSTED  
 OJ0834* NAVD 88     -       259.4    (meters)     851.     (feet)  VERTCON   
 OJ0834  ___________________________________________________________________
 OJ0834  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 OJ0834  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0834
 OJ0834  HORZ ORDER  -  FIRST
 OJ0834
 OJ0834.The horizontal coordinates were established by classical geodetic methods
 OJ0834.and adjusted by the National Geodetic Survey in February 1997..
 OJ0834
 OJ0834.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0834
 OJ0834.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0834
 OJ0834.The geoid height was determined by GEOID03.
 OJ0834
 OJ0834;                    North         East     Units Scale Factor Converg.
 OJ0834;SPC MI S     -   171,455.179 4,117,128.204   MT  0.99991027   +0 58 41.6
 OJ0834;SPC MI S     -   562,516.99 13,507,638.46   iFT  0.99991027   +0 58 41.6
 OJ0834;UTM  17      - 4,766,458.375   342,837.845   MT  0.99990386   -1 19 00.7
 OJ0834
 OJ0834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0834!SPC MI S     -   0.99996477  x   0.99991027  =   0.99987504
 OJ0834!UTM  17      -   0.99996477  x   0.99990386  =   0.99986863
 OJ0834
 OJ0834|---------------------------------------------------------------------|
 OJ0834| PID    Reference Object                     Distance      Geod. Az  |
 OJ0834|                                                           dddmmss.s |
 OJ0834| CH0859 CAPAC RM 1                           39.917 METERS 00446     |
 OJ0834| OJ0828 EMMETT MUSIC CO MAST                APPROX. 9.9 KM 0943757.2 |
 OJ0834| CH0861 CAPAC RM 3                           24.872 METERS 17722     |
 OJ0834| OJ0833 CAPAC MUNICIPAL TANK                APPROX. 2.7 KM 1901911.3 |
 OJ0834| OJ0836 CAPAC 1943 AZ MK 1977               APPROX. 0.9 KM 2064354.6 |
 OJ0834| OJ0939 IMLAY CITY MUNICIPAL TANK           APPROX.11.7 KM 2640702.0 |
 OJ0834| CH0860 CAPAC RM 2                           35.569 METERS 28408     |
 OJ0834|---------------------------------------------------------------------|
 OJ0834
 OJ0834                          SUPERSEDED SURVEY CONTROL
 OJ0834
 OJ0834  NAD 83(1986)-  43 02 04.39882(N)    082 55 45.25236(W) AD(       ) 1
 OJ0834  NAD 27      -  43 02 04.30107(N)    082 55 45.49686(W) AD(       ) 1
 OJ0834  NGVD 29 (07/19/86)  259.5    (m)          851.     (f) VERT ANG       
 OJ0834
 OJ0834.Superseded values are not recommended for survey control.
 OJ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0834.See file dsdata.txt to determine how the superseded data were derived.
 OJ0834
 OJ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4283866458(NAD 83)
 OJ0834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0834
 OJ0834  HISTORY     - Date     Condition        Report By
 OJ0834  HISTORY     - 1943     MONUMENTED       CGS
 OJ0834  HISTORY     - 1973     SEE DESCRIPTION  NGS
 OJ0834  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0834  HISTORY     - 1980     GOOD             MIDH
 OJ0834
 OJ0834                          STATION DESCRIPTION
 OJ0834
 OJ0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0834'THE STATION IS LOCATED 1.5 MILES N OF CAPAC, ABOUT 60 YARDS NW OF F.
 OJ0834'O. COOK FARMHOUSE, 88 FEET NNW OF
 OJ0834'THE F. O. COOK MAILBOX, 44 FEET W OF THE
 OJ0834'CENTER LINE OF CAPAC ROAD, 14
 OJ0834'FEET NW OF A RIGHT-OF-WAY CONCRETE
 OJ0834'POST, 12 FEET W OF A N-S FENCELINE, 8 FEET SW OF
 OJ0834'A REFERENCE
 OJ0834'POST.  THE MARK IS ON THE PROPERTY OF F. O. COOK. STAMPED CAPAC
 OJ0834'1943.
 OJ0834'
 OJ0834'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ0834'DISKS SET IN
 OJ0834'CONCRETE AS DESCRIBED INNOTES 1A. 7A, AND 11A.
 OJ0834'
 OJ0834'REFERENCE MARK 1 IS 131.13 FEET NE OF THE STATION, 31 FEET
 OJ0834'W OF THE CENTER
 OJ0834'LINE OF CAPAC ROAD, 1 FOOT W OF A N-S FENCELINE.
 OJ0834'IT IS ON THE E EDGE OF AN APPLE
 OJ0834'ORCHARD.  STAMPED CAPAC NO 1
 OJ0834'1943.
 OJ0834'REFERENCE MARK 2 IS 116.69 FEET NW OF THE STATION, 93 FEET
 OJ0834'NW OF THE NW
 OJ0834'CORNER OF A FARM GARAGE BUILDING, 64 FEET E OF THE
 OJ0834'SW CORNER FENCE POST OF AN
 OJ0834'APPLE ORCHARD, 2.5 FEET S OF AN E-W
 OJ0834'FENCELINE.  STAMPED CAPAC NO 2 1943.
 OJ0834'
 OJ0834'THE AZIMUTH MARK IS 0.6 MILE SW OF THE STATION, 29.8 FEET
 OJ0834'N OF THE CENTER
 OJ0834'LINE OF STATE HIGHWAY 21 M, 8.4 FEET NW OF A
 OJ0834'LONE 12-INCH ASH TREE, 4.8 FEET
 OJ0834'ESE OF A REFERENCE POST, 2 FEET
 OJ0834'S OF AN E-W FENCELINE.  THE MARK IS SET FLUSH WITH
 OJ0834'THE GROUND AND
 OJ0834'IS STAMPED CAPAC 1943.
 OJ0834'
 OJ0834'TO REACH THE STATION FROM THE CAPAC POST OFFICE, GO N ON
 OJ0834'HIGHWAY 21 M FOR
 OJ0834'1.0 MILE TO WHERE THE HIGHWAY TURNS LEFT, HERE
 OJ0834'KEEP STRAIGHT AHEAD FOR 0.5 MILE TO
 OJ0834'THE STATION ON THE LEFT AS DESCRIBED..
 OJ0834'
 OJ0834'TO REACH THE AZIMUTH MARK FROM THE STATION, GO S ON CAPAC ROAD
 OJ0834'FOR 0.5 MILE TO
 OJ0834'THE JUNCTION OF HIGHWAY 21 M, HERE TURN RIGHT ON
 OJ0834'THE HIGHWAY AND GO 0.2 MILE TO THE
 OJ0834'MARK ON THE RIGHT AS DESCRIBED.
 OJ0834'
 OJ0834'HEIGHT OF LIGHT AVOVE STATION MARK-34 METERS.
 OJ0834
 OJ0834                          STATION RECOVERY (1973)
 OJ0834
 OJ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (AAV)
 OJ0834'AZ MARK- 12 SEC. ASH HAS BEEN CUT, SAPLINGS GROWING FROM STUMP,
 OJ0834'FENCE LINE IS GONE, HIGHWAY 21
 OJ0834'HAS BEEN RELOCATED, RD. KNOWN AS IMLAY CITY RD.
 OJ0834'MARK IS 29.8 FEET NORTH OF
 OJ0834'CENTERLINE OF IMLAY CITY ROAD AND 1467 FEET WEST OF CENTERLINE OF
 OJ0834'CAPAC ROAD.
 OJ0834'
 OJ0834'DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES NORTH OF VILLAGE
 OJ0834'OF CAPAC.
 OJ0834
 OJ0834                          STATION RECOVERY (1977)
 OJ0834
 OJ0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LWH)
 OJ0834'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 OJ0834'CONDITION.  REFERENCE MARK 1 WAS FOUND PROTRUDING 2 FEET
 OJ0834'ABOVE GROUND ON THE SIDE OF A DRAINAGE DITCH.  IT IS FAIRLY
 OJ0834'SOLID AT THIS TIME BUT PROBABLY WILL NOT LAST.  THE AZIMUTH
 OJ0834'MARK WAS FOUND AT THE EDGE OF A DRAINAGE DITCH BUT APPEARS TO
 OJ0834'BE SAFE AT THIS TIME.  REFERENCE MARK 3 WAS ESTABLISHED.  A
 OJ0834'SHORTER MEASUREMENT OF 0.050 METER WAS NOTED TO REFERENCE
 OJ0834'MARK 1.  THE DISTANCE TO REFERENCE MARK 2 CHECKED EVEN
 OJ0834'THOUGH MEASURED AROUND A TREE.  A NEW DESCRIPTION FOLLOWS.
 OJ0834'
 OJ0834'STATION IS LOCATED 7 MILES EAST OF IMLAY CITY, 1-1/2 MILES
 OJ0834'NORTH OF CAPAC, IN THE SOUTHEAST CORNER OF SECTION 16, T 7 N,
 OJ0834'R 13 E, ON A LOW RIDGE ALONG A COUNTY ROAD, ACROSS THE ROAD
 OJ0834'FROM THE CAPAC VETERINARY CLINIC, ON PROPERTY OF VICTOR
 OJ0834'SHEARSMITH, 210 SOUTH MAIN STREET, CAPAC, PHONE 395-7901.
 OJ0834'
 OJ0834'TO REACH THE STATION FROM THE CAPAC POST OFFICE, GO EAST ON
 OJ0834'MILL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT,
 OJ0834'NORTH, ON NORTH MAIN STREET, THEN CAPAC ROAD FOR 0.5 MILE TO
 OJ0834'ITS JUNCTION WITH STATE HIGHWAY 21.  CONTINUE NORTH ON CAPAC
 OJ0834'ROAD FOR 0.3 MILE TO A CROSSROAD.  (TO REACH THE AZIMUTH MARK
 OJ0834'TURN LEFT, WEST, ON IMLAY CITY ROAD FOR 0.25 MILE TO THE
 OJ0834'MARK ON THE RIGHT.) CONTINUE NORTH ON CAPAC ROAD FOR 0.5 MILE
 OJ0834'TO TOP OF LOW RISE AND THE STATION ON THE LEFT.
 OJ0834'
 OJ0834'STATION MARKS, STAMPED---CAPAC 1943---, ARE STANDARD DISKS.
 OJ0834'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 OJ0834'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 73
 OJ0834'FEET SOUTH OF THE CENTER OF THE SOUTH ENTRANCE OF A CIRCULAR
 OJ0834'DRIVEWAY, 66.5 FEET NORTHEAST OF AN 18-INCH OAK TREE, 45 FEET
 OJ0834'WEST OF THE CENTER OF CAPAC ROAD, 38 FEET EAST OF THE EAST
 OJ0834'WALL OF A FOUNDATION, 5 FEET ABOVE THE ROAD, AND 5 FEET EAST
 OJ0834'OF AN EMBANKMENT.  UNDERGROUND DISK IS SET IN THE TOP OF AN
 OJ0834'IRREGULAR CONCRETE MASS AS DESCRIBED IN 1943.
 OJ0834'
 OJ0834'REFERENCE MARK 1, STAMPED---CAPAC NO 1 1943---, A STANDARD
 OJ0834'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OJ0834'PROJECTING 24 INCHES ABOVE GROUND.  IT IS 53.0 FEET EAST OF
 OJ0834'THE NORTHEAST CORNER OF A HOUSE, 36 FEET SOUTHEAST OF AN 18-
 OJ0834'INCH WILLOW TREE, 30.5 FEET WEST OF THE CENTER OF CAPAC ROAD,
 OJ0834'AND 15 FEET SOUTH OF THE CENTER OF THE NORTH ENTRANCE OF A
 OJ0834'CIRCULAR DRIVEWAY.
 OJ0834'
 OJ0834'REFERENCE MARK 2, STAMPED---CAPAC NO 2 1943---, A STANDARD
 OJ0834'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OJ0834'PROJECTING 4 INCHES ABOVE GROUND.  IT IS ABOUT 140 FEET WEST
 OJ0834'OF CAPAC ROAD, 36 FEET EAST-SOUTHEAST OF A FENCE CORNER, 27.2
 OJ0834'FEET SOUTH OF A FENCE, 24 FEET EAST OF A 6-INCH PINE TREE,
 OJ0834'AND 6.5 FEET WEST OF A WILD CHERRY TREE.
 OJ0834'
 OJ0834'REFERENCE MARK 3, STAMPED---CAPAC 1943 NO 3 1977---, A
 OJ0834'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0834'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 43.5 FEET
 OJ0834'WEST OF THE CENTER OF CAPAC ROAD, 31 FEET SOUTHEAST OF AN 18-
 OJ0834'INCH OAK TREE, 1.4 FEET NORTHEAST OF A METAL WITNESS POST,
 OJ0834'IN LINE WITH THE SOUTH EDGE OF A DRIVEWAY ACROSS THE ROAD.
 OJ0834'
 OJ0834'AZIMUTH MARK, STAMPED---CAPAC 1943---, A STANDARD DISK SET IN
 OJ0834'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 OJ0834'INCHES ABOVE GROUND.  IT IS 29 FEET NORTH OF THE CENTER OF
 OJ0834'IMLAY CITY ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 OJ0834'0.9 FOOT NORTHWEST OF A METAL WITNESS POST, AND 28.5 FEET
 OJ0834'EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO 15189
 OJ0834'IMLAY CITY ROAD.
 OJ0834'
 OJ0834'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0834'HEIGHT OF LIGHT ABOVE STATION WAS 22.1 METERS.
 OJ0834'DESCRIBED BY G.R.HEID.
 OJ0834
 OJ0834                          STATION RECOVERY (1980)
 OJ0834
 OJ0834'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ0834'THE STATION, REFERENCE MARK 1 1943 AND  REFERENCE MARK 2  1977  AND
 OJ0834'THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION THE  TO REACH AND
 OJ0834'DESCRIPTION ARE ADEQUATE.  THE DIRECTIONS AND DISTANCES WERE NOT
 OJ0834'CHECKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0836 ***********************************************************************
 OJ0836  DESIGNATION -  CAPAC 1943 AZ MK 1977
 OJ0836  PID         -  OJ0836
 OJ0836  STATE/COUNTY-  MI/ST CLAIR
 OJ0836  USGS QUAD   -  CAPAC (1961)
 OJ0836
 OJ0836                         *CURRENT SURVEY CONTROL
 OJ0836  ___________________________________________________________________
 OJ0836* NAD 83(1994)-  43 01 37.69596(N)    082 56 03.55762(W)     ADJUSTED  
 OJ0836* NAVD 88     -       254.2    (meters)     834.     (feet)  VERTCON   
 OJ0836  ___________________________________________________________________
 OJ0836  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 OJ0836  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OJ0836
 OJ0836  HORZ ORDER  -  SECOND
 OJ0836
 OJ0836.The horizontal coordinates were established by classical geodetic methods
 OJ0836.and adjusted by the National Geodetic Survey in February 1997..
 OJ0836
 OJ0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0836
 OJ0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0836
 OJ0836.The geoid height was determined by GEOID03.
 OJ0836
 OJ0836;                    North         East     Units Scale Factor Converg.
 OJ0836;SPC MI S     -   170,624.045 4,116,727.248   MT  0.99990995   +0 58 29.1
 OJ0836;SPC MI S     -   559,790.17 13,506,322.99   iFT  0.99990995   +0 58 29.1
 OJ0836;UTM  17      - 4,765,643.968   342,403.930   MT  0.99990554   -1 19 12.5
 OJ0836
 OJ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0836!SPC MI S     -   0.99996558  x   0.99990995  =   0.99987554
 OJ0836!UTM  17      -   0.99996558  x   0.99990554  =   0.99987113
 OJ0836
 OJ0836                          SUPERSEDED SURVEY CONTROL
 OJ0836
 OJ0836  NAD 83(1986)-  43 01 37.68877(N)    082 56 03.58821(W) AD(       ) 2
 OJ0836  NAD 27      -  43 01 37.59083(N)    082 56 03.83212(W) AD(       ) 2
 OJ0836  NGVD 29 (07/19/86)  254.3    (m)          834.     (f) VERT ANG       
 OJ0836
 OJ0836.Superseded values are not recommended for survey control.
 OJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0836.See file dsdata.txt to determine how the superseded data were derived.
 OJ0836
 OJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4240465644(NAD 83)
 OJ0836_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0836+STABILITY: SURFACE MOTION
 OJ0836
 OJ0836  HISTORY     - Date     Condition        Report By
 OJ0836  HISTORY     - 1977     MONUMENTED       NGS
 OJ0836
 OJ0836                          STATION DESCRIPTION
 OJ0836
 OJ0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LWH)
 OJ0836'STATION IS LOCATED 7 MILES EAST OF IMLAY CITY, 1-1/2 MILES
 OJ0836'NORTH OF CAPAC, AND IN SECTION 16, T7N, R13E.
 OJ0836'
 OJ0836'TO REACH THE STATION FROM THE CAPAC POST OFFICE, GO EAST ON
 OJ0836'MILL STREET FOR 0.05 MILE TO A CROSS STREET.  TURN LEFT,
 OJ0836'NORTH, ON NORTH MAIN STREET, THEN CAPAC ROAD FOR 0.5 MILE TO
 OJ0836'ITS JUNCTION WITH STATE HIGHWAY 21.  CONTINUE NORTH ON CAPAC
 OJ0836'ROAD FOR 0.3 MILE TO A CROSSROAD.
 OJ0836'TURN LEFT, WEST, ON IMLAY CITY ROAD FOR 0.25 MILE TO THE
 OJ0836'MARK ON THE RIGHT.
 OJ0836'
 OJ0836'AZIMUTH MARK, STAMPED---CAPAC 1943---, A STANDARD DISK SET IN
 OJ0836'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 OJ0836'INCHES ABOVE GROUND.  IT IS 29 FEET NORTH OF THE CENTER OF
 OJ0836'IMLAY CITY ROAD, 1.7 FEET NORTHWEST OF A METAL WITNESS POST,
 OJ0836'0.9 FOOT NORTHWEST OF A METAL WITNESS POST, AND 28.5 FEET
 OJ0836'EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO 15189
 OJ0836'IMLAY CITY ROAD.
 OJ0836'
 OJ0836'AN EDM TRAVERSE TIE WAS MADE TO STATION CAPAC.
 OJ0836'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0836'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
 OJ0836'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3627 ***********************************************************************
 DH3627  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3627  DESIGNATION -  CAPAC CORS ARP
 DH3627  CORS_ID     -  CPAC
 DH3627  PID         -  DH3627
 DH3627  STATE/COUNTY-  MI/ST CLAIR
 DH3627  USGS QUAD   -  CAPAC (1961)
 DH3627
 DH3627                         *CURRENT SURVEY CONTROL
 DH3627  ___________________________________________________________________
 DH3627* NAD 83(CORS)-  43 00 37.83606(N)    082 56 03.45054(W)     ADJUSTED  
 DH3627* NAVD 88     -                                                        
 DH3627  ___________________________________________________________________
 DH3627  EPOCH DATE  -        2002.00
 DH3627  X           -     574,607.216 (meters)                     COMP
 DH3627  Y           -  -4,635,841.857 (meters)                     COMP
 DH3627  Z           -   4,328,504.986 (meters)                     COMP
 DH3627  ELLIP HEIGHT-         218.99  (meters)          (06/??/05) GPS OBS
 DH3627  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DH3627
 DH3627  HORZ ORDER  -  SPECIAL (CORS)
 DH3627  ELLP ORDER  -  SPECIAL (CORS)
 DH3627
 DH3627.ITRF positions are available for this station.
 DH3627.The coordinates were established by GPS observations
 DH3627.and adjusted by the National Geodetic Survey in June 2005..
 DH3627.The coordinates are valid at the epoch date displayed above.
 DH3627.The epoch date for horizontal control is a decimal equivalence
 DH3627.of Year/Month/Day.
 DH3627
 DH3627
 DH3627.The PID for the CORS L1 Phase Center is DH3628.
 DH3627
 DH3627.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3627
 DH3627.The ellipsoidal height was determined by GPS observations
 DH3627.and is referenced to NAD 83.
 DH3627
 DH3627.The geoid height was determined by GEOID03.
 DH3627
 DH3627;                    North         East     Units Scale Factor Converg.
 DH3627;SPC MI S     -   168,777.292 4,116,761.094   MT  0.99990927   +0 58 29.2
 DH3627;SPC MI S     -   553,731.27 13,506,434.04   iFT  0.99990927   +0 58 29.2
 DH3627
 DH3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3627!SPC MI S     -   0.99996566  x   0.99990927  =   0.99987493
 DH3627
 DH3627                          SUPERSEDED SURVEY CONTROL
 DH3627
 DH3627.No superseded survey control is available for this station.
 DH3627
 DH3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4236463797(NAD 83)
 DH3627_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3627
 DH3627                          STATION DESCRIPTION
 DH3627
 DH3627'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3627'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3627'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3627'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3627'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3627'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3628 ***********************************************************************
 DH3628  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3628  DESIGNATION -  CAPAC CORS L1 PHASE CENTER
 DH3628  CORS_ID     -  CPAC
 DH3628  PID         -  DH3628
 DH3628  STATE/COUNTY-  MI/ST CLAIR
 DH3628  USGS QUAD   -  CAPAC (1961)
 DH3628
 DH3628                         *CURRENT SURVEY CONTROL
 DH3628  ___________________________________________________________________
 DH3628* NAD 83(CORS)-  43 00 37.83614(N)    082 56 03.45048(W)     ADJUSTED  
 DH3628* NAVD 88     -                                                        
 DH3628  ___________________________________________________________________
 DH3628  EPOCH DATE  -        2002.00
 DH3628  X           -     574,607.227 (meters)                     COMP
 DH3628  Y           -  -4,635,841.935 (meters)                     COMP
 DH3628  Z           -   4,328,505.063 (meters)                     COMP
 DH3628  ELLIP HEIGHT-         219.10  (meters)          (06/??/05) GPS OBS
 DH3628  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 DH3628
 DH3628  HORZ ORDER  -  SPECIAL (CORS)
 DH3628  ELLP ORDER  -  SPECIAL (CORS)
 DH3628
 DH3628.ITRF positions are available for this station.
 DH3628.The coordinates were established by GPS observations
 DH3628.and adjusted by the National Geodetic Survey in June 2005..
 DH3628.The coordinates are valid at the epoch date displayed above.
 DH3628.The epoch date for horizontal control is a decimal equivalence
 DH3628.of Year/Month/Day.
 DH3628
 DH3628
 DH3628.The PID for the CORS ARP is DH3627.
 DH3628
 DH3628.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3628
 DH3628.The ellipsoidal height was determined by GPS observations
 DH3628.and is referenced to NAD 83.
 DH3628
 DH3628.The geoid height was determined by GEOID03.
 DH3628
 DH3628;                    North         East     Units Scale Factor Converg.
 DH3628;SPC MI S     -   168,777.294 4,116,761.096   MT  0.99990927   +0 58 29.2
 DH3628;SPC MI S     -   553,731.28 13,506,434.04   iFT  0.99990927   +0 58 29.2
 DH3628
 DH3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3628!SPC MI S     -   0.99996564  x   0.99990927  =   0.99987491
 DH3628
 DH3628                          SUPERSEDED SURVEY CONTROL
 DH3628
 DH3628.No superseded survey control is available for this station.
 DH3628
 DH3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4236463797(NAD 83)
 DH3628_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3628
 DH3628                          STATION DESCRIPTION
 DH3628
 DH3628'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3628'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3628'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3628'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3628'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3628'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0833 ***********************************************************************
 OJ0833  DESIGNATION -  CAPAC MUNICIPAL TANK
 OJ0833  PID         -  OJ0833
 OJ0833  STATE/COUNTY-  MI/ST CLAIR
 OJ0833  USGS QUAD   -  CAPAC (1961)
 OJ0833
 OJ0833                         *CURRENT SURVEY CONTROL
 OJ0833  ___________________________________________________________________
 OJ0833* NAD 83(1994)-  43 00 39.42725(N)    082 56 06.30719(W)     ADJUSTED  
 OJ0833* NAVD 88     -                                                        
 OJ0833  ___________________________________________________________________
 OJ0833  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 OJ0833  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0833
 OJ0833  HORZ ORDER  -  THIRD
 OJ0833
 OJ0833.The horizontal coordinates were established by classical geodetic methods
 OJ0833.and adjusted by the National Geodetic Survey in February 1997..
 OJ0833
 OJ0833
 OJ0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0833
 OJ0833.The geoid height was determined by GEOID03.
 OJ0833
 OJ0833;                    North         East     Units Scale Factor Converg.
 OJ0833;SPC MI S     -   168,825.283 4,116,695.582   MT  0.99990929   +0 58 27.2
 OJ0833;SPC MI S     -   553,888.72 13,506,219.10   iFT  0.99990929   +0 58 27.2
 OJ0833;UTM  17      - 4,763,847.924   342,300.269   MT  0.99990595   -1 19 13.0
 OJ0833
 OJ0833                          SUPERSEDED SURVEY CONTROL
 OJ0833
 OJ0833  NAD 83(1986)-  43 00 39.42004(N)    082 56 06.33822(W) AD(       ) 4
 OJ0833  NAD 27      -  43 00 39.32130(N)    082 56 06.58215(W) AD(       ) 3
 OJ0833
 OJ0833.Superseded values are not recommended for survey control.
 OJ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0833.See file dsdata.txt to determine how the superseded data were derived.
 OJ0833
 OJ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4230063848(NAD 83)
 OJ0833
 OJ0833  HISTORY     - Date     Condition        Report By
 OJ0833  HISTORY     - 1943     MONUMENTED       CGS
 OJ0833  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0833
 OJ0833                          STATION DESCRIPTION
 OJ0833
 OJ0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0833'STATION IS THE CYLINDRICAL BLACK WATER TANK WITH FLAT CONICAL ROOF ON
 OJ0833'TOP OF THE 125-FOOT FOUR-LEGGED STEEL
 OJ0833'STRUCTURE LOCATED ABOUT 100 YARDS W OF THE JUNCTION OF MATTESON
 OJ0833'STREET S AND MEIER STREET W IN THE VILLAGE
 OJ0833'OF CAPAC.  THE LEGEND CAPAC IN LARGE WHITE LETTERS IS PAINTED ON THE
 OJ0833'E AND W SIDES OF THE TANK.
 OJ0833'
 OJ0833'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE ROOF.
 OJ0833
 OJ0833                          STATION RECOVERY (1977)
 OJ0833
 OJ0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0833'THE CAPAC MUNICIPAL TANK, FORMERLY LISTED AS THE CAPAC
 OJ0833'MUNICIPAL WATER TANK IS LOCATED 1/2 MILE SOUTH OF STATE
 OJ0833'HIGHWAY 21, NEAR THE CENTER OF TOWN, 0.05 MILE WEST OF THE
 OJ0833'INTERSECTION OF WEST MIER AND SOUTH MATTESON STREETS.
 OJ0833'IT IS LISTED IN QUADRANGLE 420823, PAGE 1015.
 OJ0833'
 OJ0833'THE STATION IS THE BALL AT THE APEX OF THE 4 LEGGED, CONICAL
 OJ0833'ROOF TANK, PAINTED SILVER, 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1445 ***********************************************************************
 NF1445  DESIGNATION -  CAPITAL CITY APT ARP 1976
 NF1445  PID         -  NF1445
 NF1445  STATE/COUNTY-  MI/CLINTON
 NF1445  USGS QUAD   -  LANSING NORTH (1980)
 NF1445
 NF1445                         *CURRENT SURVEY CONTROL
 NF1445  ___________________________________________________________________
 NF1445* NAD 83(1994)-  42 46 36.81379(N)    084 35 28.17716(W)     ADJUSTED  
 NF1445* NAVD 88     -       260.     (meters)     853.     (feet)  VERTCON   
 NF1445  ___________________________________________________________________
 NF1445  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 NF1445  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF1445
 NF1445  HORZ ORDER  -  SECOND
 NF1445
 NF1445.This mark is at Capital City Airport (LAN)
 NF1445
 NF1445.The horizontal coordinates were established by classical geodetic methods
 NF1445.and adjusted by the National Geodetic Survey in February 1997..
 NF1445
 NF1445.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1445
 NF1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1445
 NF1445.The geoid height was determined by GEOID03.
 NF1445
 NF1445;                    North         East     Units Scale Factor Converg.
 NF1445;SPC MI S     -   141,858.228 3,981,630.178   MT  0.99990865   -0 09 10.0
 NF1445;SPC MI S     -   465,414.13 13,063,091.14   iFT  0.99990865   -0 09 10.0
 NF1445;UTM  16      - 4,738,853.681   697,054.037   MT  1.00007774   +1 38 11.3
 NF1445
 NF1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1445!SPC MI S     -   0.99996450  x   0.99990865  =   0.99987316
 NF1445!UTM  16      -   0.99996450  x   1.00007774  =   1.00004224
 NF1445
 NF1445                          SUPERSEDED SURVEY CONTROL
 NF1445
 NF1445  NAD 83(1986)-  42 46 36.81171(N)    084 35 28.19452(W) AD(       ) 2
 NF1445  NAD 27      -  42 46 36.68572(N)    084 35 28.26298(W) AD(       ) 2
 NF1445  NGVD 29 (07/19/86)  260.     (m)          853.     (f) VERT ANG       
 NF1445
 NF1445.Superseded values are not recommended for survey control.
 NF1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1445.See file dsdata.txt to determine how the superseded data were derived.
 NF1445
 NF1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9705438854(NAD 83)
 NF1445_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF1445_SETTING: 0 = UNSPECIFIED SETTING
 NF1445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1445
 NF1445  HISTORY     - Date     Condition        Report By
 NF1445  HISTORY     - 1976     MONUMENTED       NGS
 NF1445  HISTORY     - 1980     GOOD             NGS
 NF1445
 NF1445                          STATION DESCRIPTION
 NF1445
 NF1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1445'THE STATION IS LOCATED 4 MILES NORTH OF DOWNTOWN LANSING, IN THE
 NF1445'APPROXIMATE CENTER OF THE CAPITAL CITY AIRPORT.  THE WHOLE AREA HAS
 NF1445'BEEN COVERED WITH 3 FEET OF FILL SINCE THE MARK WAS ESTABLISHED, SO
 NF1445'IT IS NO LONGER FLUSH WITH THE GROUND.  NO TO REACH IS NECESSARY.
 NF1445'
 NF1445'THE STATION MARK, A STANDARD COAST AND GEODETIC SURVEY TOPOGRAPHIC
 NF1445'DISK, IS STAMPED ARP 1955.  IT IS AT THE BOTTOM OF A 3 FOOT DEEP
 NF1445'SHAFT THAT HAS A STANDARD SIZE MANHOLE COVER, AND IS IN THE EAST-WEST
 NF1445'TAXI-STRIP.  IT IS ABOUT 1050 FEET NORTHWEST OF THE NORTHWEST
 NF1445'CORNER OF THE TERMINAL BUILDING, 519 FEET NORTH OF TRAVERSE STATION
 NF1445'APRON, 390 FEET SOUTH OF THE SOUTH EDGE OF THE MAIN EAST-WEST
 NF1445'RUNWAY, 120 FEET EAST OF THE INTERSECTION OF THE TAXI-STRIP AND
 NF1445'THE EAST 1 OF 2 NORTHEAST-SOUTHWEST RUNWAYS, AND ABOUT 20 FEET
 NF1445'NORTH OF THE SOUTH EDGE OF THE TAXI-STRIP.
 NF1445'
 NF1445'A SECURITY PASS MUST BE OBTAINED FROM THE AIRPORT PUBLIC SAFETY
 NF1445'OFFICE (TELEPHONE 371-2020) TO REACH THE STATION.  THE SAFETY OFFICE
 NF1445'WILL DIRECT PERSONNEL TO THE STATION.  (CALL AHEAD SO SOMEONE WILL
 NF1445'BE AVAILABLE.
 NF1445
 NF1445                          STATION RECOVERY (1980)
 NF1445
 NF1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1445'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1445'
 NF1445'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1445'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1423 ***********************************************************************
 NE1423  DESIGNATION -  CARLETON MUNICIPAL TANK
 NE1423  PID         -  NE1423
 NE1423  STATE/COUNTY-  MI/MONROE
 NE1423  USGS QUAD   -  CARLETON (1978)
 NE1423
 NE1423                         *CURRENT SURVEY CONTROL
 NE1423  ___________________________________________________________________
 NE1423* NAD 83(1994)-  42 03 24.99159(N)    083 23 33.22664(W)     ADJUSTED  
 NE1423* NAVD 88     -                                                        
 NE1423  ___________________________________________________________________
 NE1423  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 NE1423  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE1423
 NE1423  HORZ ORDER  -  THIRD
 NE1423
 NE1423.The horizontal coordinates were established by classical geodetic methods
 NE1423.and adjusted by the National Geodetic Survey in February 1997..
 NE1423
 NE1423
 NE1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1423
 NE1423.The geoid height was determined by GEOID03.
 NE1423
 NE1423;                    North         East     Units Scale Factor Converg.
 NE1423;SPC MI S     -    62,331.358 4,080,632.289   MT  1.00001047   +0 39 46.5
 NE1423;SPC MI S     -   204,499.21 13,387,901.21   iFT  1.00001047   +0 39 46.5
 NE1423;UTM  17      - 4,658,868.257   302,024.374   MT  1.00008230   -1 36 11.6
 NE1423
 NE1423                          SUPERSEDED SURVEY CONTROL
 NE1423
 NE1423  NAD 83(1986)-  42 03 25.00087(N)    083 23 33.25253(W) AD(       ) 4
 NE1423  NAD 27      -  42 03 24.83800(N)    083 23 33.49500(W) AD(       ) 3
 NE1423
 NE1423.Superseded values are not recommended for survey control.
 NE1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1423.See file dsdata.txt to determine how the superseded data were derived.
 NE1423
 NE1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0202458868(NAD 83)
 NE1423
 NE1423  HISTORY     - Date     Condition        Report By
 NE1423  HISTORY     - 1957     MONUMENTED       CGS
 NE1423
 NE1423                          STATION DESCRIPTION
 NE1423
 NE1423'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1423'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF THE
 NE1423'MUNICIPAL WATER
 NE1423'TANK OF CARLETON.  IT IS LOCATED IN THE S EDGE
 NE1423'OF CARLETON, ABOUT 100 FT. W OF
 NE1423'MATHEWS STREET EXTENDED.  THE TANK
 NE1423'IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 NE1423'ABOUT 150 FT. HIGH.
 NE1423'THE TANK AND THE SUPPORTING STRUCTURE ARE ALUMINUM COLORED.
 NE1423'
 NE1423'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARLETON, GO
 NE1423'W ON MONROE STREET
 NE1423'FOR 0.1 MI. TO MATHEWS STREET.  TURN LEFT AND
 NE1423'GO S ON MATHEWS STREET FOR 0.15 MI.
 NE1423'TO THE TANK ON THE RIGHT.
 NE1423'
 NE1423'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8078 ***********************************************************************
 AA8078  CBN         -  This is a Cooperative Base Network Control Station.
 AA8078  DESIGNATION -  CARLSON
 AA8078  PID         -  AA8078
 AA8078  STATE/COUNTY-  MI/CRAWFORD
 AA8078  USGS QUAD   -  GRAYLING (1950)
 AA8078
 AA8078                         *CURRENT SURVEY CONTROL
 AA8078  ___________________________________________________________________
 AA8078* NAD 83(1994)-  44 39 21.83460(N)    084 42 14.91551(W)     ADJUSTED  
 AA8078* NAVD 88     -       345.5    (meters)    1134.     (feet)  GPS OBS   
 AA8078  ___________________________________________________________________
 AA8078  X           -     419,474.647 (meters)                     COMP
 AA8078  Y           -  -4,525,357.267 (meters)                     COMP
 AA8078  Z           -   4,460,459.781 (meters)                     COMP
 AA8078  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 AA8078  ELLIP HEIGHT-         311.03  (meters)          (06/11/02) GPS OBS
 AA8078  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 AA8078
 AA8078  HORZ ORDER  -  B
 AA8078  ELLP ORDER  -  FOURTH    CLASS I
 AA8078
 AA8078.The horizontal coordinates were established by GPS observations
 AA8078.and adjusted by the National Geodetic Survey in September 1995..
 AA8078
 AA8078.The orthometric height was determined by GPS observations and a
 AA8078.high-resolution geoid model.
 AA8078
 AA8078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8078
 AA8078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8078
 AA8078.The ellipsoidal height was determined by GPS observations
 AA8078.and is referenced to NAD 83.
 AA8078
 AA8078.The geoid height was determined by GEOID03.
 AA8078
 AA8078;                    North         East     Units Scale Factor Converg.
 AA8078;SPC MI C     -   148,889.806 5,973,234.415   MT  0.99992521   -0 14 18.2
 AA8078;SPC MI C     -   488,483.62 19,597,225.77   iFT  0.99992521   -0 14 18.2
 AA8078;UTM  16      - 4,947,308.717   682,028.553   MT  1.00000748   +1 36 50.7
 AA8078
 AA8078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8078!SPC MI C     -   0.99995124  x   0.99992521  =   0.99987645
 AA8078!UTM  16      -   0.99995124  x   1.00000748  =   0.99995871
 AA8078
 AA8078                          SUPERSEDED SURVEY CONTROL
 AA8078
 AA8078  ELLIP H (09/20/95)  311.04   (m)                       GP(       ) 1 2
 AA8078
 AA8078.Superseded values are not recommended for survey control.
 AA8078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8078.See file dsdata.txt to determine how the superseded data were derived.
 AA8078
 AA8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8202947309(NAD 83)
 AA8078_MARKER: DD = SURVEY DISK
 AA8078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8078_STAMPING: CARLSON 1994
 AA8078_MARK LOGO: MIDT  
 AA8078_PROJECTION: FLUSH
 AA8078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8078+STABILITY: SURFACE MOTION
 AA8078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8078+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 AA8078
 AA8078  HISTORY     - Date     Condition        Report By
 AA8078  HISTORY     - 1993     MONUMENTED       NGS
 AA8078  HISTORY     - 20010426 GOOD             MIDT
 AA8078  HISTORY     - 20031001 GOOD             JCLS
 AA8078
 AA8078                          STATION DESCRIPTION
 AA8078
 AA8078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLR)
 AA8078'STATION IS LOCATED IN THE GRAYLING CITY LIMITS, IN THE NORTHWEST 1/4
 AA8078'OF SECTION 17, T 26 N, R 3 W AND ON PROPERTY OWNED BY CRAWFORD COUNTY.
 AA8078'TO REACH FROM THE POST OFFICE IN GRAYLING, GO SOUTHWEST ON MICHIGAN
 AA8078'AVENUE FOR 0.1 MILE (0.2 KM) TO THE JUNCTION OF INTERSTATE HIGHWAY 75
 AA8078'BUSINESS LOOP.  TURN LEFT ON INTERSTATE HIGHWAY 75 BUSINESS LOOP AND
 AA8078'AND GO SOUTHEASTERLY FOR 0.5 MI (0.8 KM) TO ITS JUNCTION WITH STATE
 AA8078'HIGHWAY 72 EAST.  TURN LEFT AND GO EASTERLY FOR 0.2 MI (0.3 KM) TO THE
 AA8078'STATION ON RIGHT, INSIDE A FENCE COMPLEX OF THE MICHIGAN DEPARTMENT OF
 AA8078'TRANSPORTATION CONSTRUCTION OFFICE.  IT IS ON THE WEST SIDE OF A DITCH
 AA8078'TO THE WEST OF THE OFFICE BUILDING. STATION IS 160 FT (48.8 M) SOUTH
 AA8078'OF THE CENTER OF HIGHWAY 72, 100.8 FT (30.7 M) SOUTH OF THE CHAIN LINK
 AA8078'FENCE, 25 FT (7.6 M) EAST OF THE CHAIN LINK FENCE, AND 12 FT (3.7 M)
 AA8078'WEST OF THE DITCH BOTTOM.
 AA8078
 AA8078                          STATION RECOVERY (2001)
 AA8078
 AA8078'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JAM)
 AA8078'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 AA8078'TRANSPORTATION, NORTH REGION (JAM)  IN GOOD CONDITION.  STATION IS
 AA8078'GOOD FOR USE WITH G.P.S.
 AA8078' 
 AA8078'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR  -  MICHIGAN.
 AA8078' 
 AA8078' 
 AA8078' 
 AA8078'
 AA8078
 AA8078                          STATION RECOVERY (2003)
 AA8078
 AA8078'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA8078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1424 ***********************************************************************
 NE1424  DESIGNATION -  CARLTON
 NE1424  PID         -  NE1424
 NE1424  STATE/COUNTY-  MI/MONROE
 NE1424  USGS QUAD   -  CARLETON (1978)
 NE1424
 NE1424                         *CURRENT SURVEY CONTROL
 NE1424  ___________________________________________________________________
 NE1424* NAD 83(1994)-  42 03 52.29910(N)    083 22 50.07147(W)     ADJUSTED  
 NE1424* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 NE1424  ___________________________________________________________________
 NE1424  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 NE1424  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1424
 NE1424  HORZ ORDER  -  THIRD
 NE1424
 NE1424.The horizontal coordinates were established by classical geodetic methods
 NE1424.and adjusted by the National Geodetic Survey in February 1997..
 NE1424
 NE1424.The orthometric height was scaled from a topographic map.
 NE1424
 NE1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1424
 NE1424.The geoid height was determined by GEOID03.
 NE1424
 NE1424;                    North         East     Units Scale Factor Converg.
 NE1424;SPC MI S     -    63,185.406 4,081,614.655   MT  1.00000859   +0 40 15.8
 NE1424;SPC MI S     -   207,301.20 13,391,124.20   iFT  1.00000859   +0 40 15.8
 NE1424;UTM  17      - 4,659,682.847   303,039.817   MT  1.00007736   -1 35 43.5
 NE1424
 NE1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1424!SPC MI S     -   0.99997617  x   1.00000859  =   0.99998476
 NE1424!UTM  17      -   0.99997617  x   1.00007736  =   1.00005352
 NE1424
 NE1424|---------------------------------------------------------------------|
 NE1424| PID    Reference Object                     Distance      Geod. Az  |
 NE1424|                                                           dddmmss.s |
 NE1424| CH0863 CARLTON RM 1                         28.695 METERS 06733     |
 NE1424| CH0862 CARLTON AZ MK                                      0865838.8 |
 NE1424| NE1425 CARLTON 1943 RM 3                     5.663 METERS 15746     |
 NE1424| CH0864 CARLTON RM 2                         34.163 METERS 18245     |
 NE1424|---------------------------------------------------------------------|
 NE1424
 NE1424                          SUPERSEDED SURVEY CONTROL
 NE1424
 NE1424  NAD 83(1986)-  42 03 52.30858(N)    083 22 50.09750(W) AD(       ) 3
 NE1424  NAD 27      -  42 03 52.14700(N)    083 22 50.34100(W) AD(       ) 3
 NE1424
 NE1424.Superseded values are not recommended for survey control.
 NE1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1424.See file dsdata.txt to determine how the superseded data were derived.
 NE1424
 NE1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0304059683(NAD 83)
 NE1424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1424
 NE1424  HISTORY     - Date     Condition        Report By
 NE1424  HISTORY     - 1943     MONUMENTED       CGS
 NE1424  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1424  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NE1424  HISTORY     - 1981     MARK NOT FOUND   MIDH
 NE1424
 NE1424                          STATION DESCRIPTION
 NE1424
 NE1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1424'STATION IS LOCATED
 NE1424'ON THE W SIDE OF
 NE1424'CARLTON ROAD IN THE NE EDGE OF THE VILLEGE OF
 NE1424'CARLTON.  IT IS 53.5 FEET W OF THE
 NE1424'INTERSECTION OF CARLTON AND N
 NE1424'ROCKWOOD ROADS, 4.0 FEET S OF A REFERENCE POST AND
 NE1424'43.5 FEET NE OF
 NE1424'POLE E 454.  THE DISK IS STAMPED CARLTON 1943.
 NE1424'
 NE1424'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARK ARE BRONZE
 NE1424'DISKS SET IN
 NE1424'CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1424'
 NE1424'REFERENCE MARK 1 IS 94.24 FEET NE OF THE STATION ON THE NE
 NE1424'CORNER OF CARLTON
 NE1424'AND N ROCKWOOD ROADS, AND 43.5 FEET NE OF THE
 NE1424'INTERSECTION OF THE TWO ROADS, AND
 NE1424'58.5 FEET N OF POWER-TRANSMISSION
 NE1424'LINE POLE DE 37.  THE DISK IS STAMPED CARLTON NO 1
 NE1424'1943.
 NE1424'
 NE1424'REFERENCE MARK 2 IS 112.00 FEET S OF THE STATION ON THE W SIDE
 NE1424'OF CARLTON ROAD
 NE1424'AND 61.6 FEET W OF THE CENTER LINE OF THE PAVEMENT.
 NE1424'THE DISK IS STAMPED CARLTON NO 2
 NE1424'1943.
 NE1424'
 NE1424'AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION ON THE N SIDE
 NE1424'OF ROCKWOOD ROAD,
 NE1424'27.4 FEET N OF THE CENTER LINE OF THE PAVEMENT,
 NE1424'2.5 FEET W OF A REFERENCE POST, AND
 NE1424'8 FEET W OF A 30-INCH ELM TREE.
 NE1424'THE DISK IS STAMPED CARLTON 1943.
 NE1424'
 NE1424'TO REACH THE STATION FROM THE DEPOT AND RAILROAD CROSSING IN
 NE1424'CARLTON, GO NE ON
 NE1424'MONROE STREET FOR 0.5 MILE TO CARLTON-S ROCKWOOD
 NE1424'ROAD, TURN LEFT AND GO N 0.2 MILE TO
 NE1424'WHERE ROCKWOOD ROAD TURNS NE,
 NE1424'CONTINUE STRAIGHT AHEAD ON CARLTON ROAD 0.1 MILE TO N
 NE1424'ROCKWOOD ROAD ON
 NE1424'THE RIGHT AND STATION ON THE LEFT.
 NE1424'
 NE1424'TO REACH THE AZIMUTH MARK FROM THE STATION GO E ON N ROCKWOOD
 NE1424'ROAD FOR 0.3 MILE
 NE1424'TO THE MARK ON THE LEFT SIDE OF THE ROAD.
 NE1424'
 NE1424'A SEARCH WAS MADE FOR U.S.G.S. MARK 23L 1935 WHICH COULD NOT BE
 NE1424'FOUND AT THIS TIME
 NE1424'AS THE HIGHWAY DITCH HAS BEEN WIDENED AND THE MARK
 NE1424'SEEMS TO HAVE BEEN DESTROYED.
 NE1424'
 NE1424'HEIGHT OF LIGHT ABOVE STATION MARK- 33 METERS.
 NE1424
 NE1424                          STATION RECOVERY (1957)
 NE1424
 NE1424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1424'THE STATION MARK, REFERENCE
 NE1424'MARKS 1 AND 2, AND
 NE1424'THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 NE1424'GOOD CONDITION.  THE STATION WAS
 NE1424'OBSERVED FROM FOR THE REFERENCE
 NE1424'MARKS ONLY, AS THERE IS AN ELECTRIC LINE ABOVE AND
 NE1424'A TOWER COULD
 NE1424'NOT BE ERECTED.  A NEW REFERENCE MARK 3 WAS ESTABLISHED AND THE
 NE1424'TOWER WAS ERECTED
 NE1424'OVER IT.  A DIFFERENCE OF 31 SECONDS WAS FOUND
 NE1424'IN THE DIRECTION BETWEEN REFERENCE
 NE1424'MARK 1 AND REFERENCE MARK 2.  A
 NE1424'DIFFERENCE OF 0.08 FT.  LONGER WAS FOUND IN THE
 NE1424'DISTANCE TO REFERENCE
 NE1424'MARK 1.  A DIFFERENCE OF 0.09 FT. SHORTER WAS FOUND IN THE
 NE1424'DISTANCE TO
 NE1424'REFERENCE MARK 2.  THE AZIMUTH MARK COULD NOT BE SEEN FROM THE
 NE1424'GROUND AS THERE ARE A
 NE1424'NUMBER OF TREES ON LINE.  ALL REFERENCE
 NE1424'POINTS IN THE 1943 DESCRIPTION NO LONGER
 NE1424'EXIST.
 NE1424'
 NE1424'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NE1424'
 NE1424'THE STATION IS LOCATED IN THE NE SECTION OF CARLETON, ON THE
 NE1424'PROPERTY OF MR. D.
 NE1424'JEWELL, WHO LIVES IN THE FRAMEHOUSE TO THE SW
 NE1424'OF THE STATION.  IT IS 53 FT. W OF
 NE1424'THE CENTERLINE OF GRAFTON ROAD,
 NE1424'2 FT. S OF A WHITE WITNESS POST, 7.5 FT. SE OF A
 NE1424'POWERLINE POLE,
 NE1424'15 FT. S OF THE CENTERLINE OF A DRIVEWAY, AND 32.6 FT. NW OF A
 NE1424'FIRE HYDRANT.
 NE1424'THE MONUMENT PROJECTS 4 IN, AND THE DISK IS STAMPED
 NE1424'CARLTON 1943.  (NOTES 1A AND 7A).
 NE1424'
 NE1424'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARLTON, GO E
 NE1424'ON MONROE STREET
 NE1424'FOR 0.5 MI. TO THE JUNCTION OF GRAFTON ROAD.
 NE1424'TURN LEFT AND GO N ON GRAFTON ROAD
 NE1424'FOR 0.25 MI. TO THE JUNCTION OF
 NE1424'CARLETON-ROCKWOOD ROAD RIGHT (*).  CONTINUE N ON
 NE1424'GRAFTON ROAD FOR
 NE1424'0.05 MI. TO A RAILROAD CROSSING, CONTINUE N FOR 0.05 MI. TO THE
 NE1424'STATION ON THE
 NE1424'LEFT AND A DRIVEWAY ON THE LEFT.
 NE1424'
 NE1424'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO E ON
 NE1424'CARLETON-ROCKWOOD
 NE1424'ROAD FOR 0.35 MI. TO THE MARK ON THE LEFT.
 NE1424'REFERENCE MARK 1 IS 36 FT. E OF THE CENTERLINE OF
 NE1424'GRAFTON
 NE1424'ROAD, 30 FT. N OF THE CENTERLINE OF A DRIVEWAY, AND 4 FT. SE OF
 NE1424'A POWERLINE GUY
 NE1424'POLE.  THE MONUMENT PROJECTS 4 IN., AND THE DISK
 NE1424'IS STAMPED CARLTON NO 1 1943 (NOTE
 NE1424'11A).
 NE1424'
 NE1424'REFERENCE MARK 2 IS 62 FT. W OF THE CENTERLINE OF GRAFTON
 NE1424'ROAD, 31 FT. N OF
 NE1424'THE CENTERLINE OF A DRIVEWAY, AND 47 FT. E OF
 NE1424'THE SE CORNER OF A FRAMEHOUSE.  THE
 NE1424'MONUMENT PROJECTS 4 IN., AND
 NE1424'THE DISK IS STAMPED CARLTON NO 2 1943 (NOTE 11A).
 NE1424'
 NE1424'REFERENCE MARK 3 IS 21 FT. S OF A WHITE WITNESS POST, 32 FT.
 NE1424'S OF THE
 NE1424'CENTERLINE OF A DRIVEWAY, 45 FT. W OF THE CENTERLINE OF
 NE1424'GRAFTON ROAD, 23.4 FT. W OF
 NE1424'A FIRE HYDRANT, 92 FT. NE OF THE NE
 NE1424'CORNER OF A FRAMEHOUSE, AND 317 FT. N OF THE
 NE1424'INTERSECTION OF
 NE1424'GRAFTON ROAD AND THE RAILROAD CROSSING.  THE MONUMENT IS FLUSH,
 NE1424'AND THE DISK
 NE1424'IS STAMPED CARLTON NO 3 1943 (NOTE 11A).
 NE1424'
 NE1424'THE AZIMUTH MARK IS 2 FT. NW OF A WHITE WITNESS POST, 28 FT.
 NE1424'N OF THE
 NE1424'CENTERLINE OF CARLETON-ROCKWOOD ROAD, 9 FT. W OF 32-IN.
 NE1424'ELM TREE, AND 40 FT. W OF
 NE1424'THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT
 NE1424'PROJECTS 2 IN., AND THE DISK IS STAMPED
 NE1424'CARLTON 1943 (NOTE 16A.
 NE1424
 NE1424                          STATION RECOVERY (1973)
 NE1424
 NE1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1424'REFERENCE MARK 3 AND THE AZIMUTH MARK WERE WERE FOUND IN GOOD
 NE1424'CONDITION.  THERE HAS
 NE1424'BEEN A NEW HOUSE BUILT AT THE SITE OF REFERENCE MARK 1 AND
 NE1424'THE PROPERTY OWNER STATED
 NE1424'THAT HE DID NOT WANT ANY DIGGING OR PRODDING
 NE1424'FOR THE MARK AND IT WAS NOT FOUND.
 NE1424'REFERENCE MARK 2 WAS NOT FOUND AND
 NE1424'THE SITE NOW HAS A ROUND BRICK FLOWER POT ABOUT 3 FEET
 NE1424'HIGH AT THE
 NE1424'SPOT DESCRIBED.  THE SURFACE STATION MARK WAS FOUND UPROOTED AND NOW
 NE1424'PART OF DIRVEWAY TO
 NE1424'NEW HOUSE.  THE STATION MARK WAS PRODDED FOR USING THE
 NE1424'DISTANCE FROM REFERENCE MARK 3
 NE1424'AND THE CENTERLINE OF THE ROAD BUT WAS
 NE1424'NOT FOUND.  NO ANGLE COULD BE TAKEN BETWEEN THE
 NE1424'AZIMUTH MARK AND REFERENCE
 NE1424'MARK 3 DUE TO OBSTRUCTIONS.  THERE HAS BEEN SOME SEWER
 NE1424'CONSTRUCTION IN
 NE1424'THE AREA OF THE STATION MARK AND IT IS JUST POSSIBLE THAT THE
 NE1424'UNDERGROUND MARK IS
 NE1424'DESTROYED.
 NE1424'
 NE1424'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN.  AT CARLTON
 NE1424
 NE1424                          STATION RECOVERY (1981)
 NE1424
 NE1424'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 NE1424'THE STATION WAS NOT RECOVERED.  RM MEASUREMENTS WERE USED TO SEARCH
 NE1424'FOR MARK.  THE PROPERTY OWNER STATES, HE SAW MARK DUG OUT BY A
 NE1424'BACKHOE, AND A SEARCH FAILED TO UNCOVER SURFACE OR UNDERGROUND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1425 ***********************************************************************
 NE1425  DESIGNATION -  CARLTON 1943 RM 3
 NE1425  PID         -  NE1425
 NE1425  STATE/COUNTY-  MI/MONROE
 NE1425  USGS QUAD   -  CARLETON (1978)
 NE1425
 NE1425                         *CURRENT SURVEY CONTROL
 NE1425  ___________________________________________________________________
 NE1425* NAD 83(1994)-  42 03 52.12920(N)    083 22 49.97827(W)     ADJUSTED  
 NE1425* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 NE1425  ___________________________________________________________________
 NE1425  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 NE1425  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1425
 NE1425  HORZ ORDER  -  FIRST
 NE1425
 NE1425.The horizontal coordinates were established by classical geodetic methods
 NE1425.and adjusted by the National Geodetic Survey in February 1997..
 NE1425
 NE1425.The orthometric height was scaled from a topographic map.
 NE1425
 NE1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1425
 NE1425.The geoid height was determined by GEOID03.
 NE1425
 NE1425;                    North         East     Units Scale Factor Converg.
 NE1425;SPC MI S     -    63,180.189 4,081,616.859   MT  1.00000860   +0 40 15.9
 NE1425;SPC MI S     -   207,284.08 13,391,131.43   iFT  1.00000860   +0 40 15.9
 NE1425;UTM  17      - 4,659,677.547   303,041.813   MT  1.00007735   -1 35 43.4
 NE1425
 NE1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1425!SPC MI S     -   0.99997632  x   1.00000860  =   0.99998492
 NE1425!UTM  17      -   0.99997632  x   1.00007735  =   1.00005367
 NE1425
 NE1425:                Primary Azimuth Mark                     Grid Az
 NE1425:SPC MI S     -  HURON                                    037 25 16.3
 NE1425:UTM  17      -  HURON                                    039 41 15.6
 NE1425
 NE1425|---------------------------------------------------------------------|
 NE1425| PID    Reference Object                     Distance      Geod. Az  |
 NE1425|                                                           dddmmss.s |
 NE1425| NE1418 HURON                               APPROX. 7.8 KM 0380532.2 |
 NE1425| CH0863 CARLTON RM 1                         29.272 METERS 05625     |
 NE1425| NE1422 FLAT ROCK MUNICIPAL TANK            APPROX. 8.1 KM 0602546.7 |
 NE1425| NE1420 FLAT ROCK DT AND I RR CO TANK       APPROX.11.0 KM 0612354.2 |
 NE1425| CH0862 CARLTON AZ MK                                      0862600.1 |
 NE1425| CH0864 CARLTON RM 2                         29.120 METERS 18728     |
 NE1425| NE1423 CARLETON MUNICIPAL TANK             APPROX. 1.3 KM 2295419.1 |
 NE1425| NE1424 CARLTON                               5.663 METERS 33746     |
 NE1425|---------------------------------------------------------------------|
 NE1425
 NE1425                          SUPERSEDED SURVEY CONTROL
 NE1425
 NE1425  NAD 83(1986)-  42 03 52.13865(N)    083 22 50.00429(W) AD(       ) 1
 NE1425  NAD 27      -  42 03 51.97700(N)    083 22 50.24800(W) AD(       ) 1
 NE1425
 NE1425.Superseded values are not recommended for survey control.
 NE1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1425.See file dsdata.txt to determine how the superseded data were derived.
 NE1425
 NE1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0304259678(NAD 83)
 NE1425_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1425_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1425+STABILITY: SURFACE MOTION
 NE1425
 NE1425  HISTORY     - Date     Condition        Report By
 NE1425  HISTORY     - 1957     MONUMENTED       CGS
 NE1425  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NE1425  HISTORY     - 1981     GOOD             MIDH
 NE1425
 NE1425                          STATION DESCRIPTION
 NE1425
 NE1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1425'THE STATION
 NE1425'IS LOCATED IN THE
 NE1425'NE SECTION OF CARLETON, ON THE PROPERTY OF MR.
 NE1425'D. JEWELL, WHO LIVES IN THE
 NE1425'FRAMEHOUSE TO THE SW OF THE STATION.
 NE1425'IT IS 21 FT. S OF A WHITE WITNESS POST, 32 FT.
 NE1425'S OF THE CENTERLINE
 NE1425'OF A DRIVEWAY, 45 FT. W OF THE CENTERLINE OF GRAFTON ROAD, 23.4
 NE1425'FT. W OF A
 NE1425'FIRE HYDRANT, 92 FT. NE OF THE NE CORNER OF A FRAMEHOUSE,
 NE1425'AND 317 FT. N OF THE
 NE1425'INTERSECTION OF A RAILROAD CROSSING AND
 NE1425'GRAFTON ROAD.  THE MONUMENT IS FLUSH,
 NE1425'AND THE DISK IS STAMED
 NE1425'CARLTON NO 3 1943 (NOTE 11A).
 NE1425'
 NE1425'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CARLETON, GO
 NE1425'E ON MONROE STREET
 NE1425'FOR 0.5 MI. TO THE JUNCTION OF GRAFTON ROAD.
 NE1425'TURN LEFT AND GO N ON GRAFTON ROAD
 NE1425'FOR 0.25 MI. TO THE JUNCTION
 NE1425'OF CARLETON-ROCKWOOD ROAD RIGHT (*).  CONTINUE N ON
 NE1425'GRAFTON ROAD
 NE1425'FOR 0.05 MI. TO A RAILROAD CROSSING, CONTINUE N ON GRAFTON ROAD
 NE1425'FOR 0.05 MI. TO A
 NE1425'DRIVEWAY LEFT AND THE STATION ON THE LEFT.
 NE1425'
 NE1425'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, GO E ON
 NE1425'CARLETON-ROCKWOOD
 NE1425'ROAD FOR 0.35 MI. TO THE MARK ON THE LEFT.
 NE1425'
 NE1425'REFERENCE MARK 1 IS 36 FT. E OF THE CENTERLINE OF GRAFTON
 NE1425'ROAD, 30 FT. N OF
 NE1425'THE CENTERLINE OF A DRIVEWAY, AND 4 FT. SE OF A
 NE1425'POWERLINE GUY POLE.  THE MONUMENT
 NE1425'PROJECTS 4 IN., AND THE DISK IS
 NE1425'STAMPED CARLTON NO 1 1943 (NOTE 11A).  THE ARROW
 NE1425'POINTS TO
 NE1425'CARLTON 1943.
 NE1425'
 NE1425'REFERENCE MARK 2 IS 62 FT. W OF THE CENTERLINE OF GRAFTON
 NE1425'ROAD, 31 FT. N OF
 NE1425'THE CENTERLINE OF A DRIVEWAY, AND 47 FT. E OF
 NE1425'THE SE CORNER OF A FRAMEHOUSE.  THE
 NE1425'MONUMENT PROJECTS 4 IN., AND
 NE1425'THE DISK IS STAMPED CARLTON NO 2 1943 (NOTE 11A).  THE
 NE1425'ARROW
 NE1425'POINTS TO CARLTON 1943.
 NE1425'
 NE1425'THE AZIMUTH MARK IS 2 FT. NW OF A WHITE WITNESS POST, 28 FT.
 NE1425'N OF THE
 NE1425'CENTERLINE OF CARLETON-ROCKWOOD ROAD, 9 FT. W OF A 32-IN.
 NE1425'ELM TREE, AND 40 FT. W OF
 NE1425'THE CENTERLINE OF A DRIVEWAY.  THE MONUMENT
 NE1425'PROJECTS 2 IN., AND THE DISK IS STAMPED
 NE1425'CARLTON 1943 (NOTE 16A).
 NE1425'THIS MARK IS NOT VISIBLE AT THE GROUND FROM THE STATION AS
 NE1425'THERE
 NE1425'IS A HOUSE AND A NUMBER OF SMALL TREES ON LINE.
 NE1425'
 NE1425'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NE1425
 NE1425                          STATION RECOVERY (1973)
 NE1425
 NE1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1425'THE STATION MARK (REFERENCE MARK 3) WAS FOUND IN WHAT APPEARS TO
 NE1425'BE GOOD CONDITION.
 NE1425'SINCE THERE WAS NO UNDERGROUND MARK SET THE POSITION
 NE1425'COULD NOT BE VERIFIED.  THE AZIMUTH
 NE1425'MARK WAS ALSO FOUND IN GOOD CONDITION
 NE1425'BUT OBSTRUCTED TO THE STATION.  REFERENCE MARK 1 COUND
 NE1425'NOT BE SEARCHED FOR
 NE1425'BECAUSE OF REFUSEABLE PROPERTY OWNER.  REFERENCE MARK 2 IS EITHER
 NE1425'DESTROYED OR COVERED
 NE1425'BY A 2 FOOT HIGH BRICK FLOWER POT.  CARLTON 1943
 NE1425'SURFACE STATION MARK WAS FOUND UPROOTED
 NE1425'AND A LONG SEARCH FAILED TO
 NE1425'FIND THE UNDERGROUND STATION MARK.
 NE1425'
 NE1425'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN.  AT CARLTON
 NE1425
 NE1425                          STATION RECOVERY (1981)
 NE1425
 NE1425'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 NE1425'THIS RECOVERY FOUND RM 1 1943, AND RM 2 1943 IN GOOD CONDITION. THE
 NE1425'STATION CARLTON RM 3 WAS NOT SEEN BY THIS PARTY AS LAND OWNER PLANTED
 NE1425'A 4 INCH WHITE BIRCH TREE, SQUARE OVER THE MARK.  AN UNMORTARED
 NE1425'BRICK PLANTER HAS BEEN PLACED AROUND TREE AND 4 FEET OF FILL DIRT
 NE1425'USED TO STABILIZE TREE.  LAND OWNER STATES THAT MARK IS THERE.  THE
 NE1425'AZIMUTH MARK HAS BEEN DESTROYED.
 NE1425'
 NE1425'TO REACH AND DESCRIPTION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0926 ***********************************************************************
 OJ0926  DESIGNATION -  CARO
 OJ0926  PID         -  OJ0926
 OJ0926  STATE/COUNTY-  MI/TUSCOLA
 OJ0926  USGS QUAD   -  ELLINGTON (1963)
 OJ0926
 OJ0926                         *CURRENT SURVEY CONTROL
 OJ0926  ___________________________________________________________________
 OJ0926* NAD 83(1994)-  43 32 36.49740(N)    083 20 58.09754(W)     ADJUSTED  
 OJ0926* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 OJ0926  ___________________________________________________________________
 OJ0926  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 OJ0926  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OJ0926
 OJ0926  HORZ ORDER  -  FIRST
 OJ0926
 OJ0926.The horizontal coordinates were established by classical geodetic methods
 OJ0926.and adjusted by the National Geodetic Survey in February 1997..
 OJ0926
 OJ0926.The orthometric height was scaled from a topographic map.
 OJ0926
 OJ0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0926
 OJ0926.The geoid height was determined by GEOID03.
 OJ0926
 OJ0926;                    North         East     Units Scale Factor Converg.
 OJ0926;SPC MI S     -   227,487.740 4,082,204.090   MT  0.99997291   +0 41 32.0
 OJ0926;SPC MI S     -   746,350.85 13,393,058.04   iFT  0.99997291   +0 41 32.0
 OJ0926;UTM  17      - 4,823,850.999   310,192.093   MT  1.00004317   -1 37 08.6
 OJ0926
 OJ0926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0926!SPC MI S     -   0.99996696  x   0.99997291  =   0.99993987
 OJ0926!UTM  17      -   0.99996696  x   1.00004317  =   1.00001013
 OJ0926
 OJ0926:                Primary Azimuth Mark                     Grid Az
 OJ0926:SPC MI S     -  CARO AZ MK                               003 31 17.1
 OJ0926:UTM  17      -  CARO AZ MK                               005 49 57.7
 OJ0926
 OJ0926|---------------------------------------------------------------------|
 OJ0926| PID    Reference Object                     Distance      Geod. Az  |
 OJ0926|                                                           dddmmss.s |
 OJ0926| CH0865 CARO AZ MK                                         0041249.1 |
 OJ0926| CH0866 CARO RM 1                            33.403 METERS 00522     |
 OJ0926| OJ1015 CARO W N CLARK CO STACK             APPROX. 7.0 KM 2061713.1 |
 OJ0926| OJ1010 CARO MICHIGAN SUGAR CO N STACK      APPROX. 8.0 KM 2082141.6 |
 OJ0926| OJ1011 CARO MICHIGAN SUGAR CO S STACK      APPROX. 8.0 KM 2082703.5 |
 OJ0926| OJ1012 WAHJAMEGA EPILEPTIC INST STACK      APPROX.12.5 KM 2171617.5 |
 OJ0926| CH0867 CARO RM 2                            29.557 METERS 25312     |
 OJ0926|---------------------------------------------------------------------|
 OJ0926
 OJ0926                          SUPERSEDED SURVEY CONTROL
 OJ0926
 OJ0926  NAD 83(1986)-  43 32 36.48610(N)    083 20 58.12809(W) AD(       ) 1
 OJ0926  NAD 27      -  43 32 36.41284(N)    083 20 58.30965(W) AD(       ) 1
 OJ0926
 OJ0926.Superseded values are not recommended for survey control.
 OJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0926.See file dsdata.txt to determine how the superseded data were derived.
 OJ0926
 OJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ1019223851(NAD 83)
 OJ0926_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0926_SP_SET: SQUARE CONCRETE MONUMENT
 OJ0926_STAMPING: CARO 1932
 OJ0926_MARK LOGO: CGS   
 OJ0926_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0926+STABILITY: SURFACE MOTION
 OJ0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0926+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1989
 OJ0926
 OJ0926  HISTORY     - Date     Condition        Report By
 OJ0926  HISTORY     - 1932     MONUMENTED       CGS
 OJ0926  HISTORY     - 1932     GOOD             CGS
 OJ0926  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ0926  HISTORY     - 1980     GOOD             MIDH
 OJ0926  HISTORY     - 19890622 GOOD             NGS
 OJ0926  HISTORY     - 19990529 GOOD             USPSQD
 OJ0926  HISTORY     - 20041025 GOOD             USPSQD
 OJ0926
 OJ0926                          STATION DESCRIPTION
 OJ0926
 OJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0926'ABOUT 4 MILES NORTHEAST OF CARO, IN SE 1/4 SEC. 13, T. 13 N., R. 9
 OJ0926'E., ON LAND OWNED BY MRS. RENA MCCREA, 43 FEET WEST OF
 OJ0926'CENTER LINE OF NORTH-AND-SOUTH GRAVEL ROAD, 14 FEET WEST OF WEST
 OJ0926'RIGHT-OF-WAY FENCE OF SAME ROAD,
 OJ0926'11 FEET SOUTH OF EAST-AND-WEST FENCE LINE, 48
 OJ0926'FEET NORTH OF NORTHERNMOST OF THREE OAK TREES, AND
 OJ0926'ABOUT 60 YARDS NORTHEAST OF
 OJ0926'MCCREAS HOUSE.  TO REACH FROM CARO, GO NORTHEAST 3.7 MILES ON ROUTE
 OJ0926'M-81 TO FILLING
 OJ0926'STATION ON WEST AT POINT WHERE HIGHWAY BEARS TO NORTHEAST, AND
 OJ0926'CONTINUE STRAIGHT NORTH 0.75
 OJ0926'MILE ON GRAVEL ROAD TO STATION SITE.  SURFACE AND UNDERGROUND
 OJ0926'MARKS ARE STANDARD DISK STATION MARKS
 OJ0926'IN CONCRETE, NOTES 1A AND 7A.
 OJ0926'UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH
 OJ0926'MARKS ARE STANDARD
 OJ0926'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4 INCHES, IS
 OJ0926'29 FEET WEST OF CENTER LINE OF
 OJ0926'ABOVE-MENTIONED ROAD, 1 FOOT WEST OF WEST RIGHT-OF-WAY FENCE OF
 OJ0926'ROAD, AND 109.59 FEET FROM
 OJ0926'STATION IN AZIMUTH 185 DEG. 22 MIN.  NO. 2 PROJECTS 5 INCHES,
 OJ0926'IS 2 FEET EAST OF NORTHEAST CORNER OF SHED,
 OJ0926'16 FEET SOUTH OF FENCE CORNER, AND 96.97
 OJ0926'FEET FROM STATION IN AZIMUTH 73 DEG. 12 MIN.  AZIMUTH MARK
 OJ0926'PROJECTS 6 INCHES, IS 0.1 MILE
 OJ0926'EAST OF M.P. CHURCH AT CROSSROADS, 10 FEET WEST OF MAPLE TREE, 28
 OJ0926'FEET SOUTH OF CENTER LINE OF
 OJ0926'EAST-AND-WEST ROAD, 1 FOOT NORTH OF SOUTH RIGHT-OF-WAY FENCE OF
 OJ0926'SAME ROAD, 80 FEET WEST OF CENTER OF
 OJ0926'CONCRETE CULVERT, AND APPROXIMATELY 0.7
 OJ0926'MILE FROM STATION IN AZIMUTH 184 DEG, 12 MIN. 47 SEC.
 OJ0926'TIP OF BELFRY OF M.P. CURCH IS
 OJ0926'APPROXIMATELY 0.7 MILE FROM STATION IN AZIMUTH 179 DEG. 39 MIN. 42
 OJ0926'SEC.
 OJ0926
 OJ0926                          STATION RECOVERY (1932)
 OJ0926
 OJ0926'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OJ0926'RECOVERED IN GOOD CONDITION.
 OJ0926
 OJ0926                          STATION RECOVERY (1958)
 OJ0926
 OJ0926'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ0926'THE SURFACE MARK WAS DESTROYED.
 OJ0926'
 OJ0926'REFERENCE MARKS 1 AND 2 ARE IN GOOD CONDITION.
 OJ0926
 OJ0926                          STATION RECOVERY (1980)
 OJ0926
 OJ0926'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0926'THE STATION SURFACE MARK IS DESTROYED AS REPORTED IN RECOVERY OF 1958.
 OJ0926'
 OJ0926'THE UNDERGROUND MARK WAS FOUND IN GOOD CONDITION
 OJ0926'
 OJ0926'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 OJ0926'
 OJ0926'THE UNDERGROUND MARK IS NORTHEAST OF HOUSE NOW OWNED BY MRS. MCCREA S
 OJ0926'DAUGHTER AT 2625 COLWOOD ROAD, 1.6 FEET BELOW GROUND AT EAST EDGE OF
 OJ0926'CULTIVATED FIELD.  SET METAL SIGN POST 6.1 FEET EAST OF STATION.  IT
 OJ0926'IS 20 FEET WEST OF WEST EDGE OF DITCH.
 OJ0926
 OJ0926                          STATION RECOVERY (1989)
 OJ0926
 OJ0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0926'STATION IS LOCATED IN QUAD. 430831, ABOUT 6.4 KM (3.98 MI) NORTHEAST
 OJ0926'FROM CARO, IN THE SOUTHEAST 1/4 SEC. 13, T-13-N, R-9-E, AND ON LAND
 OJ0926'OWNED BY MS. LUCILE MC CREA, DAUGHTER OF MRS. RENA MC CREA OWNER IN
 OJ0926'1932, WHO LIVES IN THE WHITE HOUSE AT THE STATION SITE.
 OJ0926'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ0926'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AT THIS TIME.
 OJ0926'TO REACH FROM THE TUSCOLA COUNTY COURTHOUSE IN CARO, GO NORTHEAST ON
 OJ0926'STATE ROUTE M-81 FOR 5.25 KM (3.26 MI) TO A CROSSROAD, (COLWOOD RD.)
 OJ0926'AND A TOTAL GAS STATION IN THE SOUTHEAST QUADRANT OF THIS
 OJ0926'INTERSECTION.  TURN LEFT ON COLWOOD ROAD AND GO NORTH FOR 1.2 KM
 OJ0926'(0.75 MI) TO A WHITE HOUSE ON THE LEFT AND THE STATION AS DESCRIBED.
 OJ0926'STATION IS SET 14 INCHES BELOW THE GROUND SURFACE IN A CULTIVATED
 OJ0926'FIELD, 38.7 M (126.97 FT) NORTH FROM THE CENTER OF THE NORTH ONE OF
 OJ0926'TWO DRIVEWAYS LEADING TO THE HOUSE OF MS. MC CREA, 13.0 M (42.65 FT)
 OJ0926'WEST FROM THE CENTER OF COLWOOD ROAD, 3.45 M (11.32 FT) NORTHWEST OF A
 OJ0926'CARSONITE WITNESS POST AND 1.9 M (6.23 FT) WEST FROM A METAL WITNESS
 OJ0926'POST.
 OJ0926'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ0926
 OJ0926                          STATION RECOVERY (1999)
 OJ0926
 OJ0926'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0926'RECOVERED IN GOOD CONDITION.
 OJ0926
 OJ0926                          STATION RECOVERY (2004)
 OJ0926
 OJ0926'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0926'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1013 ***********************************************************************
 OJ1013  DESIGNATION -  CARO STATE HOSPITAL TANK
 OJ1013  PID         -  OJ1013
 OJ1013  STATE/COUNTY-  MI/TUSCOLA
 OJ1013  USGS QUAD   -  CARO (1980)
 OJ1013
 OJ1013                         *CURRENT SURVEY CONTROL
 OJ1013  ___________________________________________________________________
 OJ1013* NAD 83(1994)-  43 27 11.80715(N)    083 26 29.57629(W)     ADJUSTED  
 OJ1013* NAVD 88     -                                                        
 OJ1013  ___________________________________________________________________
 OJ1013  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 OJ1013  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OJ1013
 OJ1013  HORZ ORDER  -  THIRD
 OJ1013
 OJ1013.The horizontal coordinates were established by classical geodetic methods
 OJ1013.and adjusted by the National Geodetic Survey in February 1997..
 OJ1013
 OJ1013
 OJ1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1013
 OJ1013.The geoid height was determined by GEOID03.
 OJ1013
 OJ1013;                    North         East     Units Scale Factor Converg.
 OJ1013;SPC MI S     -   217,382.346 4,074,873.315   MT  0.99995604   +0 37 46.5
 OJ1013;SPC MI S     -   713,196.67 13,369,006.94   iFT  0.99995604   +0 37 46.5
 OJ1013;UTM  17      - 4,814,048.382   302,459.160   MT  1.00008003   -1 40 47.1
 OJ1013
 OJ1013                          SUPERSEDED SURVEY CONTROL
 OJ1013
 OJ1013  NAD 83(1986)-  43 27 11.79696(N)    083 26 29.60524(W) AD(       ) 4
 OJ1013  NAD 27      -  43 27 11.72000(N)    083 26 29.77000(W) AD(       ) 3
 OJ1013
 OJ1013.Superseded values are not recommended for survey control.
 OJ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1013.See file dsdata.txt to determine how the superseded data were derived.
 OJ1013
 OJ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0245914048(NAD 83)
 OJ1013
 OJ1013  HISTORY     - Date     Condition        Report By
 OJ1013  HISTORY     - 1943     MONUMENTED       CGS
 OJ1013  HISTORY     - 19990529 GOOD             USPSQD
 OJ1013
 OJ1013                          STATION DESCRIPTION
 OJ1013
 OJ1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1013'THE STATION IS A 110-FOOT WATER TANK.  IT IS PAINTED SILVER
 OJ1013'AND STANDS ON FOUR
 OJ1013'LEGS.  THE STATION IS LOCATED ON THE GROUNDS OF
 OJ1013'CARO STATE HOSPITAL AT WAHJAMEGA
 OJ1013'ABOUT 100 YARDS N OF THE MAINTENANCE
 OJ1013'BUILDING OF THE HOSPITAL.  CAPACITY - 130,000
 OJ1013'GALLONS.
 OJ1013'
 OJ1013'TO REACH FROM THE INTERSECTION OF W FRANK AND N STATE STREETS
 OJ1013'IN CARO, GO SW ON
 OJ1013'ROUTE M 81 FOR 3.4 MILES TO WALK ROAD, THENCE
 OJ1013'LEFT ON WALK ROAD FOR 0.2 MILE TO
 OJ1013'TANK 100 FEET ON RIGHT.
 OJ1013'
 OJ1013'AN INTERSECTION STATION.
 OJ1013
 OJ1013                          STATION RECOVERY (1999)
 OJ1013
 OJ1013'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1095 ***********************************************************************
 OJ1095  DESIGNATION -  CAROPORT
 OJ1095  PID         -  OJ1095
 OJ1095  STATE/COUNTY-  MI/TUSCOLA
 OJ1095  USGS QUAD   -  CARO (1980)
 OJ1095
 OJ1095                         *CURRENT SURVEY CONTROL
 OJ1095  ___________________________________________________________________
 OJ1095* NAD 83(1994)-  43 27 15.23722(N)    083 27 09.13956(W)     ADJUSTED  
 OJ1095* NAVD 88     -       208.3    (meters)     683.     (feet)  GPS OBS   
 OJ1095  ___________________________________________________________________
 OJ1095  X           -     528,798.524 (meters)                     COMP
 OJ1095  Y           -  -4,607,270.450 (meters)                     COMP
 OJ1095  Z           -   4,364,391.788 (meters)                     COMP
 OJ1095  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 OJ1095  ELLIP HEIGHT-         174.25  (meters)          (07/17/02) GPS OBS
 OJ1095  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OJ1095
 OJ1095  HORZ ORDER  -  FIRST
 OJ1095  ELLP ORDER  -  FOURTH    CLASS I
 OJ1095
 OJ1095.This mark is at Caro Airport (78D)
 OJ1095
 OJ1095.The horizontal coordinates were established by GPS observations
 OJ1095.and adjusted by the National Geodetic Survey in February 1997..
 OJ1095
 OJ1095.The orthometric height was determined by GPS observations and a
 OJ1095.high-resolution geoid model.
 OJ1095
 OJ1095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1095
 OJ1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1095
 OJ1095.The ellipsoidal height was determined by GPS observations
 OJ1095.and is referenced to NAD 83.
 OJ1095
 OJ1095.The geoid height was determined by GEOID03.
 OJ1095
 OJ1095;                    North         East     Units Scale Factor Converg.
 OJ1095;SPC MI S     -   217,478.477 4,073,982.754   MT  0.99995620   +0 37 19.5
 OJ1095;SPC MI S     -   713,512.06 13,366,085.15   iFT  0.99995620   +0 37 19.5
 OJ1095;UTM  17      - 4,814,180.338   301,573.085   MT  1.00008434   -1 41 14.4
 OJ1095
 OJ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1095!SPC MI S     -   0.99997268  x   0.99995620  =   0.99992888
 OJ1095!UTM  17      -   0.99997268  x   1.00008434  =   1.00005701
 OJ1095
 OJ1095:                Primary Azimuth Mark                     Grid Az
 OJ1095:SPC MI S     -  CAROPORT AZ MK                           050 25 02.2
 OJ1095:UTM  17      -  CAROPORT AZ MK                           052 43 36.1
 OJ1095
 OJ1095|---------------------------------------------------------------------|
 OJ1095| PID    Reference Object                     Distance      Geod. Az  |
 OJ1095|                                                           dddmmss.s |
 OJ1095| OJ1096 CAROPORT AZ MK                      APPROX. 0.8 KM 0510221.7 |
 OJ1095|---------------------------------------------------------------------|
 OJ1095
 OJ1095                          SUPERSEDED SURVEY CONTROL
 OJ1095
 OJ1095  ELLIP H (02/03/97)  174.26   (m)                       GP(       ) 4 1
 OJ1095  NAD 83(1986)-  43 27 15.23607(N)    083 27 09.15626(W) AD(       ) 1
 OJ1095  NAD 83(1986)-  43 27 15.24027(N)    083 27 09.15595(W) AD(       ) 3
 OJ1095  NGVD 29 (03/27/91)  208.4    (m)          684.     (f) GPS OBS        
 OJ1095
 OJ1095.Superseded values are not recommended for survey control.
 OJ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1095.See file dsdata.txt to determine how the superseded data were derived.
 OJ1095
 OJ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0157314180(NAD 83)
 OJ1095_MARKER: I = METAL ROD
 OJ1095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1095_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1095_STAMPING: CAROPORT 1989
 OJ1095_MARK LOGO: NGS   
 OJ1095_PROJECTION: FLUSH
 OJ1095_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1095+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OJ1095_ROD/PIPE-DEPTH: 9.8  meters
 OJ1095_SLEEVE-DEPTH  : 1.0 meters
 OJ1095
 OJ1095  HISTORY     - Date     Condition        Report By
 OJ1095  HISTORY     - 1989     MONUMENTED       NGS
 OJ1095  HISTORY     - 19910715 GOOD             NGS
 OJ1095  HISTORY     - 19990530 GOOD             USPSQD
 OJ1095
 OJ1095                          STATION DESCRIPTION
 OJ1095
 OJ1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1095'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) SOUTHWEST OF CARO, AT
 OJ1095'THE CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE AND NEAR THE
 OJ1095'SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O
 OJ1095'AIRPORT MANAGER JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO MI
 OJ1095'48723.  PHONE IS (517) 673-4301 OR HOME (517) 673-6641.
 OJ1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1095'CARO, GO SOUTHWEST FOR 5.0 KM (3.10 MI) ON HIGHWAY 81 TO A PAVED
 OJ1095'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) TO A
 OJ1095'PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS ON THE
 OJ1095'AIRPORT ENTRANCE DRIVE TO THE APRON AND THE AIRPORT OFFICE ON THE
 OJ1095'LEFT.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.25 MI) ACROSS THE APRON
 OJ1095'AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO
 OJ1095'SOUTHWEST FOR 1.2 KM (0.75 MI) ON THE PAVED RUNWAY TO THE STATION ON
 OJ1095'THE LEFT, JUST PAST THE SOUTHWEST END OF THE PAVED RUNWAY.
 OJ1095'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1095'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 M (32.2 FT) IN
 OJ1095'A GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1095'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1095'LOCATED 45.9 M (150.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 OJ1095'SOUTHWEST END OF THE RUNWAY, 43.9 M (144.0 FT) SOUTHEAST FROM THE
 OJ1095'EXTENDED CENTER OF THE SOUTHWEST END OF THE RUNWAY, 20.8 M (68.2 FT)
 OJ1095'SOUTH FROM THE SOUTHWEST CORNER OF THE PAVED RUNWAY AND 0.8 M
 OJ1095'(2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 OJ1095'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1095'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1095
 OJ1095                          STATION RECOVERY (1991)
 OJ1095
 OJ1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1095'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) SOUTHWEST OF CARO, AT THE
 OJ1095'CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE AND NEAR THE
 OJ1095'SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O
 OJ1095'AIRPORT MANAGER JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO, MI.
 OJ1095'48723. PHONE (517) 673-4301 OR HOME 673-6641.
 OJ1095'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1095'CARO, GO SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED
 OJ1095'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK
 OJ1095'ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS
 OJ1095'ON THE AIRPORT ENTRANCE DRIVE TO THE APRON AND THE AIRPORT OFFICE ON
 OJ1095'THE LEFT. CONTINUE NORTHWESTERLY FOR 0.4 KM (0.2 MI) ACROSS THE APRON
 OJ1095'AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN LEFT AND GO
 OJ1095'SOUTHWEST FOR 1.2 KM (0.7 MI) ON THE PAVED RUNWAY TO THE STATION ON
 OJ1095'THE LEFT JUST PAST THE SOUTHWEST END OF THE PAVED RUNWAY.
 OJ1095'LOCATED 45.9 M (150.6 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 OJ1095'SOUTHWEST END OF THE RUNWAY, 43.9 M (144.0 FT) SOUTHEAST FROM THE
 OJ1095'EXTENDED CENTER OF THE SOUTHWEST END OF THE RUNWAY, 20.8 M (68.2 FT)
 OJ1095'SOUTH FROM THE SOUTHWEST CORNER OF THE PAVED RUNWAY AND 0.8 M
 OJ1095'(2.6 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 OJ1095
 OJ1095                          STATION RECOVERY (1999)
 OJ1095
 OJ1095'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1096 ***********************************************************************
 OJ1096  DESIGNATION -  CAROPORT AZ MK
 OJ1096  PID         -  OJ1096
 OJ1096  STATE/COUNTY-  MI/TUSCOLA
 OJ1096  USGS QUAD   -  CARO (1980)
 OJ1096
 OJ1096                         *CURRENT SURVEY CONTROL
 OJ1096  ___________________________________________________________________
 OJ1096* NAD 83(1994)-  43 27 30.93307(N)    083 26 42.49244(W)     ADJUSTED  
 OJ1096* NAVD 88     -       208.7    (meters)     685.     (feet)  GPS OBS   
 OJ1096  ___________________________________________________________________
 OJ1096  X           -     529,355.731 (meters)                     COMP
 OJ1096  Y           -  -4,606,871.420 (meters)                     COMP
 OJ1096  Z           -   4,364,743.731 (meters)                     COMP
 OJ1096  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 OJ1096  ELLIP HEIGHT-         174.70  (meters)          (07/17/02) GPS OBS
 OJ1096  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OJ1096
 OJ1096  HORZ ORDER  -  FIRST
 OJ1096  ELLP ORDER  -  FOURTH    CLASS I
 OJ1096
 OJ1096.This mark is at Caro Airport (78D)
 OJ1096
 OJ1096.The horizontal coordinates were established by GPS observations
 OJ1096.and adjusted by the National Geodetic Survey in February 1997..
 OJ1096
 OJ1096.The orthometric height was determined by GPS observations and a
 OJ1096.high-resolution geoid model.
 OJ1096
 OJ1096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1096
 OJ1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1096
 OJ1096.The ellipsoidal height was determined by GPS observations
 OJ1096.and is referenced to NAD 83.
 OJ1096
 OJ1096.The geoid height was determined by GEOID03.
 OJ1096
 OJ1096;                    North         East     Units Scale Factor Converg.
 OJ1096;SPC MI S     -   217,969.356 4,074,576.490   MT  0.99995696   +0 37 37.7
 OJ1096;SPC MI S     -   715,122.56 13,368,033.10   iFT  0.99995696   +0 37 37.7
 OJ1096;UTM  17      - 4,814,646.951   302,186.197   MT  1.00008135   -1 40 56.6
 OJ1096
 OJ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1096!SPC MI S     -   0.99997261  x   0.99995696  =   0.99992957
 OJ1096!UTM  17      -   0.99997261  x   1.00008135  =   1.00005395
 OJ1096
 OJ1096:                Primary Azimuth Mark                     Grid Az
 OJ1096:SPC MI S     -  CAROPORT                                 230 25 02.3
 OJ1096:UTM  17      -  CAROPORT                                 232 43 36.6
 OJ1096
 OJ1096|---------------------------------------------------------------------|
 OJ1096| PID    Reference Object                     Distance      Geod. Az  |
 OJ1096|                                                           dddmmss.s |
 OJ1096| OJ1095 CAROPORT                            APPROX. 0.8 KM 2310240.0 |
 OJ1096|---------------------------------------------------------------------|
 OJ1096
 OJ1096                          SUPERSEDED SURVEY CONTROL
 OJ1096
 OJ1096  ELLIP H (02/03/97)  174.71   (m)                       GP(       ) 4 1
 OJ1096  NAD 83(1986)-  43 27 30.93191(N)    083 26 42.50914(W) AD(       ) 1
 OJ1096  NAD 83(1986)-  43 27 30.93611(N)    083 26 42.50891(W) AD(       ) 3
 OJ1096  NGVD 29 (03/27/91)  208.8    (m)          685.     (f) GPS OBS        
 OJ1096
 OJ1096.Superseded values are not recommended for survey control.
 OJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1096.See file dsdata.txt to determine how the superseded data were derived.
 OJ1096
 OJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0218614647(NAD 83)
 OJ1096_MARKER: I = METAL ROD
 OJ1096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1096_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1096_STAMPING: CAROPORT AZ MK 1989
 OJ1096_MARK LOGO: NGS   
 OJ1096_PROJECTION: FLUSH
 OJ1096_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1096+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OJ1096_ROD/PIPE-DEPTH: 12.2 meters
 OJ1096_SLEEVE-DEPTH  : 1.0 meters
 OJ1096
 OJ1096  HISTORY     - Date     Condition        Report By
 OJ1096  HISTORY     - 1989     MONUMENTED       NGS
 OJ1096  HISTORY     - 19910715 GOOD             NGS
 OJ1096  HISTORY     - 19990530 GOOD             USPSQD
 OJ1096
 OJ1096                          STATION DESCRIPTION
 OJ1096
 OJ1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1096'THE STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) SOUTHWEST OF CARO, AT
 OJ1096'THE CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE, NEAR THE CENTER
 OJ1096'OF THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O AIRPORT MANAGER
 OJ1096'JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO MI 48723.  PHONE IS
 OJ1096'(517) 673-4301 OR HOME (517) 673-6641.
 OJ1096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1096'CARO, GO SOUTHWEST FOR 5.0 KM (3.10 MI) ON HIGHWAY 81 TO A PAVED
 OJ1096'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.30 MI) ON WALK
 OJ1096'ROAD TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS
 OJ1096'ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 OJ1096'OFFICE, TO THE APRON.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.25 MI)
 OJ1096'ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY. TURN
 OJ1096'LEFT AND GO SOUTHWEST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE
 OJ1096'STATION ON THE LEFT BETWEEN THE 6TH AND 7TH RUNWAY LIGHTS SOUTHWEST
 OJ1096'FROM THE NORTHEAST END OF THE PAVED RUNWAY.
 OJ1096'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1096'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 OJ1096'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1096'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1096'LOCATED 49.8 M (163.4 FT) EAST-SOUTHEAST FROM THE 7TH RUNWAY LIGHT
 OJ1096'SOUTHWEST FROM THE NORTHEAST END OF THE PAVED RUNWAY, 44.9 M
 OJ1096'(147.3 FT) SOUTH FROM THE 6TH RUNWAY LIGHT SOUTHWEST FROM THE
 OJ1096'NORTHEAST END OF THE PAVED RUNWAY, 40.3 M (132.2 FT) SOUTHEAST FROM
 OJ1096'THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 11.2 M (36.7 FT) NORTHWEST
 OJ1096'FROM A CARSONITE WITNESS POST.
 OJ1096'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1096'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1096
 OJ1096                          STATION RECOVERY (1991)
 OJ1096
 OJ1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ1096'THE STATION IS LOCATED ABOUT 5.1 KM (3.2 MI) SOUTHWEST OF CARO, AT THE
 OJ1096'CARO MUNICIPAL AIRPORT, ALONG THE SOUTHEAST EDGE, NEAR THE CENTER OF
 OJ1096'THE PAVED RUNWAY.  OWNERSHIP---VILLAGE OF CARO, C/O AIRPORT MANAGER
 OJ1096'JOHN FIEBELKORN, 317 SOUTH STATE STREET, CARO, MI. 48723. PHONE (517)
 OJ1096'673-4301 OR HOME 673-6641.
 OJ1096'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 81 IN
 OJ1096'CARO, GO SOUTHWEST FOR 6.1 KM (3.8 MI) ON HIGHWAY 81 TO A PAVED
 OJ1096'CROSSROAD.  TURN RIGHT AND GO NORTHEAST FOR 0.5 KM (0.3 MI) ON WALK
 OJ1096'ROAD TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTHWEST FOR 30 METERS
 OJ1096'ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE RIGHT OF THE AIRPORT
 OJ1096'OFFICE, TO THE APRON.  CONTINUE NORTHWESTERLY FOR 0.4 KM (0.2 MI)
 OJ1096'ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE PAVED RUNWAY. TURN
 OJ1096'LEFT AND GO SOUTHWEST FOR 0.4 KM (0.2 MI) ON THE RUNWAY TO THE
 OJ1096'STATION ON THE LEFT BETWEEN THE 6TH AND 7TH RUNWAY LIGHTS SOUTHWEST
 OJ1096'FROM THE NORTHEAST END OF THE PAVED RUNWAY.
 OJ1096'LOCATED 49.8 M (163.4 FT) EAST-SOUTHEAST FROM THE 7TH RUNWAY LIGHT
 OJ1096'SOUTHWEST FROM THE NORTHEAST END OF THE PAVED RUNWAY, 44.9 M
 OJ1096'(147.3 FT) SOUTH FROM THE 6TH RUNWAY LIGHT SOUTHWEST FROM THE
 OJ1096'NORTHEAST END OF THE PAVED RUNWAY, 40.3 M (132.2 FT) SOUTHEAST FROM
 OJ1096'THE SOUTHEAST EDGE OF THE PAVED RUNWAY AND 11.2 M (36.7 FT) NORTHWEST
 OJ1096'FROM A CARSONITE WITNESS POST.
 OJ1096
 OJ1096                          STATION RECOVERY (1999)
 OJ1096
 OJ1096'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0760 ***********************************************************************
 QK0760  DESIGNATION -  CARP
 QK0760  PID         -  QK0760
 QK0760  STATE/COUNTY-  MI/EMMET
 QK0760  USGS QUAD   -  
 QK0760
 QK0760                         *CURRENT SURVEY CONTROL
 QK0760  ___________________________________________________________________
 QK0760* NAD 83(1994)-  45 43 20.76193(N)    084 43 56.02620(W)     ADJUSTED  
 QK0760* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 QK0760  ___________________________________________________________________
 QK0760  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 QK0760  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0760
 QK0760  HORZ ORDER  -  FIRST
 QK0760
 QK0760.The horizontal coordinates were established by classical geodetic methods
 QK0760.and adjusted by the National Geodetic Survey in February 1997..
 QK0760
 QK0760.The orthometric height was scaled from a topographic map.
 QK0760
 QK0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0760
 QK0760.The geoid height was determined by GEOID03.
 QK0760
 QK0760;                    North         East     Units Scale Factor Converg.
 QK0760;SPC MI C     -   267,402.106 5,971,540.981   MT  1.00000527   -0 15 29.7
 QK0760;SPC MI C     -   877,303.50 19,591,669.89   iFT  1.00000527   -0 15 29.7
 QK0760;UTM  16      - 5,065,709.845   676,473.586   MT  0.99998289   +1 37 26.6
 QK0760
 QK0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0760!SPC MI C     -   0.99997091  x   1.00000527  =   0.99997618
 QK0760!UTM  16      -   0.99997091  x   0.99998289  =   0.99995380
 QK0760
 QK0760:                Primary Azimuth Mark                     Grid Az
 QK0760:SPC MI C     -  STRAITS MACKINAC BRG S TWR               001 48 00.0
 QK0760:UTM  16      -  STRAITS MACKINAC BRG S TWR               359 55 03.7
 QK0760
 QK0760|---------------------------------------------------------------------|
 QK0760| PID    Reference Object                     Distance      Geod. Az  |
 QK0760|                                                           dddmmss.s |
 QK0760| QK0739 STRAITS MACKINAC BRG S TWR          APPROX. 9.8 KM 0013230.3 |
 QK0760| QK0730 STRAITS MACKINAC BRG N TWR          APPROX.10.9 KM 0020003.7 |
 QK0760| CH1789 CARP RM 1                            27.788 METERS 05832     |
 QK0760| CH1790 CARP RM 2                            27.961 METERS 15742     |
 QK0760| CH1788 CARP AZ MK                                         1715925.2 |
 QK0760| QK0785 STRAITS OF MACKINAC OBS TOWER       APPROX.14.7 KM 3493445.7 |
 QK0760|---------------------------------------------------------------------|
 QK0760
 QK0760                          SUPERSEDED SURVEY CONTROL
 QK0760
 QK0760  NAD 83(1986)-  45 43 20.75543(N)    084 43 56.02631(W) AD(       ) 1
 QK0760  NAD 27      -  45 43 20.71300(N)    084 43 55.84900(W) AD(       ) 1
 QK0760
 QK0760.Superseded values are not recommended for survey control.
 QK0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0760.See file dsdata.txt to determine how the superseded data were derived.
 QK0760
 QK0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7647465710(NAD 83)
 QK0760_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0760
 QK0760  HISTORY     - Date     Condition        Report By
 QK0760  HISTORY     - 1956     MONUMENTED       CGS
 QK0760
 QK0760                          STATION DESCRIPTION
 QK0760
 QK0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0760'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF MACKINAW CITY, NEAR THE
 QK0760'NORTHEAST CORNER OF THE
 QK0760'MACKINAW CITY AIRPORT AND ON LAND OWNED BY THE VILLAGE OF MACKINAW
 QK0760'CITY.  IT IS 101 FEET NORTHEAST OF
 QK0760'THE NORTHEAST CORNER OF THE HANGAR, 142 FEET WEST OF THE
 QK0760'CENTERLINE OF U.S. HIGHWAY 31, 42 FEET
 QK0760'NORTHWEST OF THE CENTERLINE OF DRIVEWAY INTO
 QK0760'AIRPORT AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE
 QK0760'MARK IS FLUSH AND THE DISK IS
 QK0760'STAMPED CARP 1956.
 QK0760'
 QK0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23, 27 AND 31
 QK0760'IN THE SOUTH EDGE OF MACKINAW
 QK0760'CITY, GO SOUTH ON U.S. HIGHWAY 31 FOR 3.45 MILES TO THE ENTRANCE INTO
 QK0760'THE AIRPORT ON THE RIGHT.  TURN
 QK0760'RIGHT AND GO SOUTHWEST ON DRIVEWAY FOR ABOUT 150 FEET
 QK0760'TO THE STATION ON THE RIGHT, NORTH SIDE OF
 QK0760'DRIVEWAY AS DESCRIBED.
 QK0760'
 QK0760'REFERENCE MARK 1 IS 51 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 31
 QK0760'AND 32 FEET NORTH OF THE
 QK0760'CENTERLINE OF DRIVEWAY.  THE MARK PROJECTS ABOUT 5 INCHES AND THE
 QK0760'DISK IS STAMPED CARP NO 1 1956.
 QK0760'
 QK0760'REFERENCE MARK 2 IS 97 FEET SOUTH OF THE WHITE WITNESS POST, 42 FEET
 QK0760'SOUTHEAST OF THE CENTERLINE
 QK0760'OF THE DRIVEWAY.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QK0760'STAMPED CARP NO 2 1956.
 QK0760'
 QK0760'THE AZIMUTH MARK IS 36 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 QK0760'31, 8 FEET NORTHWEST OF A
 QK0760'MOBILE GAS SIGN AND 2.5 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 QK0760'PROJECTS ABOUT 5 INCHES AND THE
 QK0760'DISK IS STAMPED CARP 1956.
 QK0760'
 QK0760'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 QK0760'31 FOR 0.2 MILE TO THE MARK
 QK0760'ON THE LEFT, EAST SIDE OF HIGHWAY AS DESCRIBED.
 QK0760'
 QK0760'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1009 ***********************************************************************
 OJ1009  DESIGNATION -  CARPENTER
 OJ1009  PID         -  OJ1009
 OJ1009  STATE/COUNTY-  MI/TUSCOLA
 OJ1009  USGS QUAD   -  CARO (1980)
 OJ1009
 OJ1009                         *CURRENT SURVEY CONTROL
 OJ1009  ___________________________________________________________________
 OJ1009* NAD 83(1994)-  43 28 50.32225(N)    083 26 46.03222(W)     ADJUSTED  
 OJ1009* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 OJ1009  ___________________________________________________________________
 OJ1009  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 OJ1009  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OJ1009
 OJ1009  HORZ ORDER  -  FIRST
 OJ1009
 OJ1009.The horizontal coordinates were established by classical geodetic methods
 OJ1009.and adjusted by the National Geodetic Survey in February 1997..
 OJ1009
 OJ1009.The orthometric height was scaled from a topographic map.
 OJ1009
 OJ1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1009
 OJ1009.The geoid height was determined by GEOID03.
 OJ1009
 OJ1009;                    North         East     Units Scale Factor Converg.
 OJ1009;SPC MI S     -   220,418.319 4,074,470.133   MT  0.99996089   +0 37 35.3
 OJ1009;SPC MI S     -   723,157.21 13,367,684.16   iFT  0.99996089   +0 37 35.3
 OJ1009;UTM  17      - 4,817,098.510   302,178.628   MT  1.00008139   -1 41 01.5
 OJ1009
 OJ1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1009!SPC MI S     -   0.99996681  x   0.99996089  =   0.99992770
 OJ1009!UTM  17      -   0.99996681  x   1.00008139  =   1.00004820
 OJ1009
 OJ1009:                Primary Azimuth Mark                     Grid Az
 OJ1009:SPC MI S     -  CARO MUNICIPAL STANDPIPE                 061 32 58.4
 OJ1009:UTM  17      -  CARO MUNICIPAL STANDPIPE                 063 51 35.2
 OJ1009
 OJ1009|---------------------------------------------------------------------|
 OJ1009| PID    Reference Object                     Distance      Geod. Az  |
 OJ1009|                                                           dddmmss.s |
 OJ1009| OJ1014 CARO MUNICIPAL STANDPIPE            APPROX. 3.5 KM 0621033.7 |
 OJ1009| OJ1015 CARO W N CLARK CO STACK             APPROX. 4.8 KM 0811003.4 |
 OJ1009| CH0869 CARPENTER RM 1                                     08401     |
 OJ1009| CH0868 CARPENTER AZ MK                                    0862309.9 |
 OJ1009| OJ1010 CARO MICHIGAN SUGAR CO N STACK      APPROX. 4.0 KM 0902614.3 |
 OJ1009| OJ1011 CARO MICHIGAN SUGAR CO S STACK      APPROX. 4.0 KM 0905529.1 |
 OJ1009| OJ1012 WAHJAMEGA EPILEPTIC INST STACK      APPROX. 3.0 KM 1754532.9 |
 OJ1009| CH0870 CARPENTER RM 2                                     18553     |
 OJ1009| OJ1017 VASSAR MUNICIPAL STANDPIPE          APPROX.16.7 KM 2231548.4 |
 OJ1009|---------------------------------------------------------------------|
 OJ1009
 OJ1009                          SUPERSEDED SURVEY CONTROL
 OJ1009
 OJ1009  NAD 83(1986)-  43 28 50.31143(N)    083 26 46.06207(W) AD(       ) 1
 OJ1009  NAD 27      -  43 28 50.23400(N)    083 26 46.23000(W) AD(       ) 1
 OJ1009
 OJ1009.Superseded values are not recommended for survey control.
 OJ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1009.See file dsdata.txt to determine how the superseded data were derived.
 OJ1009
 OJ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0217917099(NAD 83)
 OJ1009_MARKER: DS = TRIANGULATION STATION DISK
 OJ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1009_STAMPING: CARPENTER 1932
 OJ1009_MARK LOGO: CGS   
 OJ1009_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1009+STABILITY: SURFACE MOTION
 OJ1009
 OJ1009  HISTORY     - Date     Condition        Report By
 OJ1009  HISTORY     - 1932     MONUMENTED       CGS
 OJ1009  HISTORY     - 1980     GOOD             MIDH
 OJ1009  HISTORY     - 19930413 GOOD             USPSQD
 OJ1009  HISTORY     - 19990529 GOOD             USPSQD
 OJ1009  HISTORY     - 20041025 GOOD             USPSQD
 OJ1009
 OJ1009                          STATION DESCRIPTION
 OJ1009
 OJ1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1009'ABOUT 3.0 MILES WEST OF CARO, IN SOUTHEAST CORNER OF INTERSECTION OF
 OJ1009'TWO GRAVEL SECTION-LINE ROADS, ON SMALL KNOLL IN
 OJ1009'SCHOOLYARD WHICH IS IN NORTHWEST CORNER OF SEC. 8, T. 12 N., R. 9 E.,
 OJ1009'27.15 FEET NORTHWEST OF
 OJ1009'NORTHWEST CORNER OF SCHOOLHOUSE, 57.6 FEET NORTHWEST OF
 OJ1009'SOUTHWEST CORNER OF SCHOOLHOUSE, 40 FEET
 OJ1009'EAST OF CENTER LINE OF GRAVEL ROAD, 68 FEET
 OJ1009'SOUTHEAST OF ROAD INTERSECTION, AND 56 FEET SOUTH OF CENTER
 OJ1009'LINE OF ROAD.  TO REACH FROM
 OJ1009'CARO, FOLLOW ROUTE M-81 TO SOUTHWEST PART OF TOWN, AND PROCEED WEST
 OJ1009'2.0 MILES ON SECTION-LINE
 OJ1009'ROAD TO CARPENTER SCHOOLHOUSE AND STATION SITE.  SURFACE
 OJ1009'AND UNDERGROUND MARKS ARE STANDARD DISK
 OJ1009'STATION MARKS IN CONCRETE, NOTES 1A
 OJ1009'AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE AND
 OJ1009'AZIMUTH MARKS ARE
 OJ1009'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4
 OJ1009'INCHES, IS IN EAST EDGE OF
 OJ1009'SCHOOLYARD, 1.5 FEET WEST OF SCHOOLYARD FENCE, 74.1 FEET NORTHEAST OF
 OJ1009'NORTHEAST CORNER OF
 OJ1009'SCHOOLHOUSE, 46 FEET SOUTH OF CENTER LINE OF ROAD, AND 123.85
 OJ1009'FEET (SLOPE) FROM STATION IN AZIMUTH
 OJ1009'264 DEG 01 MIN.  NO. 2 PROJECTS 4 INCHES, IS 91.5
 OJ1009'FEET SOUTHWEST OF SOUTHWEST CORNER OF SCHOOLHOUSE, 18
 OJ1009'FEET EAST OF CENTER LINE OF
 OJ1009'SECTION-LINE ROAD, AND 133.87 FEET (SLOPE) FROM STATION IN AZIMUTH 5
 OJ1009'DEG 53 MIN.  AZIMUTH MARK PROJECTS 8
 OJ1009'INCHES, IS 25 FEET NORTH OF CENTER LINE OF EAST-AND-WEST GRAVEL
 OJ1009'ROAD, IN NORTH-AND-SOUTH FENCE
 OJ1009'LINE, AND 0.3 MILE FROM STATION IN AZIMUTH
 OJ1009'266 DEG 23 MIN 08 SEC.
 OJ1009
 OJ1009                          STATION RECOVERY (1980)
 OJ1009
 OJ1009'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1009'THE STATION WAS FOUND IN GOOD CONDITION.  IT IS 1.5 FEET SOUTH OF A
 OJ1009'POWER POLE.
 OJ1009
 OJ1009                          STATION RECOVERY (1993)
 OJ1009
 OJ1009'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 OJ1009'RECOVERED IN GOOD CONDITION.  NOTE--NO 1 FOUND IN GOOD CONDITION.
 OJ1009'REFERENCE MARK NO 2 AND CONCRETE POST WAS LAYING ON THE SIDE OF A NEW
 OJ1009'DRIVEWAY LEADING TO A NEW GARAGE BEING BUILT.  THE OWNER, A MR.
 OJ1009'MICHAEL D. PAPP, 1001 S. GRAFF STATED THAT THE CONCRETE POST WAS TAKEN
 OJ1009'OUT BEFORE HE BOUGHT THE PROPERTY.  DISK NO 2 WAS RECOVERED AND WILL
 OJ1009'BE INCLUDED WITH THIS LETTER. RECOVERY BY DELBERT N. MILLER, SAGINAW
 OJ1009'BAY POWER SQUADRONS.
 OJ1009
 OJ1009                          STATION RECOVERY (1999)
 OJ1009
 OJ1009'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1009'RECOVERED IN GOOD CONDITION.
 OJ1009
 OJ1009                          STATION RECOVERY (2004)
 OJ1009
 OJ1009'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ1009'STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITON. REFERENCE
 OJ1009'MARK 2, WAS RECOVERED AND SENT IN BY DELBERT N. MILLER LAST TIME
 OJ1009'SURCHED FOR.  AZIMUTH MARK WAS SURCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0584 ***********************************************************************
 RK0584  DESIGNATION -  CARPY
 RK0584  PID         -  RK0584
 RK0584  STATE/COUNTY-  MI/MARQUETTE
 RK0584  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0584
 RK0584                         *CURRENT SURVEY CONTROL
 RK0584  ___________________________________________________________________
 RK0584* NAD 83(1994)-  46 32 31.68964(N)    087 41 04.60802(W)     ADJUSTED  
 RK0584* NAVD 88     -       485.     (meters)    1591.     (feet)  SCALED    
 RK0584  ___________________________________________________________________
 RK0584  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 RK0584  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 RK0584
 RK0584  HORZ ORDER  -  SECOND
 RK0584
 RK0584.The horizontal coordinates were established by classical geodetic methods
 RK0584.and adjusted by the National Geodetic Survey in February 1997..
 RK0584
 RK0584.The orthometric height was scaled from a topographic map.
 RK0584
 RK0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0584
 RK0584.The geoid height was determined by GEOID03.
 RK0584
 RK0584;                    North         East     Units Scale Factor Converg.
 RK0584;SPC MI N     -   195,708.411 7,947,493.144   MT  0.99991286   -0 29 41.4
 RK0584;SPC MI N     -   642,087.96 26,074,452.57   iFT  0.99991286   -0 29 41.4
 RK0584;UTM  16      - 5,154,513.032   447,508.986   MT  0.99963387   -0 29 49.1
 RK0584
 RK0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0584!SPC MI N     -   0.99992928  x   0.99991286  =   0.99984215
 RK0584!UTM  16      -   0.99992928  x   0.99963387  =   0.99956318
 RK0584
 RK0584|---------------------------------------------------------------------|
 RK0584| PID    Reference Object                     Distance      Geod. Az  |
 RK0584|                                                           dddmmss.s |
 RK0584| CJ2319 CARPY RM 1                           11.784 METERS 07715     |
 RK0584| RK0586 ISHPEMING MATHER MINE TIPL LT       APPROX. 5.1 KM 1501315.3 |
 RK0584| RK0542 ISHPEMING MUNICIPAL TANK            APPROX. 5.6 KM 1564048.6 |
 RK0584| CJ2320 CARPY RM 2                            8.047 METERS 28234     |
 RK0584|---------------------------------------------------------------------|
 RK0584
 RK0584                          SUPERSEDED SURVEY CONTROL
 RK0584
 RK0584  NAD 83(1986)-  46 32 31.68283(N)    087 41 04.60372(W) AD(       ) 2
 RK0584  NAD 27      -  46 32 31.92000(N)    087 41 04.11600(W) AD(       ) 2
 RK0584
 RK0584.Superseded values are not recommended for survey control.
 RK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0584.See file dsdata.txt to determine how the superseded data were derived.
 RK0584
 RK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4750954513(NAD 83)
 RK0584_MARKER: DS = TRIANGULATION STATION DISK
 RK0584_SETTING: 66 = SET IN ROCK OUTCROP
 RK0584_STAMPING: CARPY 1955
 RK0584_MARK LOGO: CGS   
 RK0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0584+STABILITY: SURFACE MOTION
 RK0584
 RK0584  HISTORY     - Date     Condition        Report By
 RK0584  HISTORY     - 1955     MONUMENTED       CGS
 RK0584  HISTORY     - 19950207 GOOD             LOCENG
 RK0584
 RK0584                          STATION DESCRIPTION
 RK0584
 RK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0584'THE STATION IS LOCATED ABOUT 13.5 MILES WEST OF MARQUETTE AND 3.5
 RK0584'MILES NORTH OF ISHPEMING ON TOP OF A WOODED HILL IN SECTION 21,
 RK0584'T.48N, R.27W, ON PROPERTY OF CLEVELAND CLIFF IRON CO.
 RK0584'
 RK0584'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 RK0584'MARQUETTE COUNTY HIGHWAY 573 AT THE NORTHERN PART OF ISHPEMING, GO
 RK0584'NORTHERLY ON MARQUETTE COUNTY HIGHWAY 573 FOR 5.15 MILES TO A
 RK0584'DRIVEWAY RIGHT.  TURN RIGHT, GO 0.1 MILE TO RESIDENCE OF MR. JACK
 RK0584'QUAYLE AND END OF TRUCK TRAVEL.  WALK EASTERLY THROUGH SMALL FIELD
 RK0584'0.1 MILE TO EDGE OF WOODS THEN EASTERLY UP HILL TO HIGHEST POINT
 RK0584'AND STATION.  A 10 MINUTE PACK.
 RK0584'
 RK0584'THE STATION MARK, A STANDARD DISK STAMPED CARPY 1955 IS CEMENTED IN A
 RK0584'DRILL HOLE IN OUTCROPPING BEDROCK 15 FEET NORTH OF THE SOUTH RIM OF
 RK0584'HILL.
 RK0584'
 RK0584'REFERENCE MARK 1, A STANDARD DISK STAMPED CARPY NO 1 1955 IS CEMENTED
 RK0584'IN A DRILL HOLE IN OUTCROPPING BEDROCK 3 FEET NORTH OF THE SOUTH RIM
 RK0584'OF THE HILL AND APPROXIMATELY 1 FOOT LOWER THAN THE STATION MARK.
 RK0584'
 RK0584'REFERENCE MARK 2, A STANDARD DISK STAMPED CARPY NO 2 1955 IS CEMENTED
 RK0584'IN A DRILL HOLE IN OUTCROPPING BEDROCK 30 FEET NORTH OF THE SOUTH
 RK0584'RIM OF HILL AND APPROXIMATELY THE SAME ELEVATION AS THE STATION
 RK0584'MARK.
 RK0584'
 RK0584'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0584'
 RK0584'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RK0584
 RK0584                          STATION RECOVERY (1995)
 RK0584
 RK0584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0584'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0647 ***********************************************************************
 RK0647  DESIGNATION -  CARR
 RK0647  PID         -  RK0647
 RK0647  STATE/COUNTY-  MI/DELTA
 RK0647  USGS QUAD   -  GOOSENECK LAKE (1985)
 RK0647
 RK0647                         *CURRENT SURVEY CONTROL
 RK0647  ___________________________________________________________________
 RK0647* NAD 83(1994)-  46 06 21.78098(N)    086 31 24.66788(W)     ADJUSTED  
 RK0647* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 RK0647  ___________________________________________________________________
 RK0647  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 RK0647  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 RK0647
 RK0647  HORZ ORDER  -  SECOND
 RK0647
 RK0647.The horizontal coordinates were established by classical geodetic methods
 RK0647.and adjusted by the National Geodetic Survey in February 1997..
 RK0647
 RK0647.The orthometric height was scaled from a topographic map.
 RK0647
 RK0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0647
 RK0647.The geoid height was determined by GEOID03.
 RK0647
 RK0647;                    North         East     Units Scale Factor Converg.
 RK0647;SPC MI N     -   147,122.697 8,036,835.601   MT  0.99990771   +0 20 39.8
 RK0647;SPC MI N     -   482,686.01 26,367,570.87   iFT  0.99990771   +0 20 39.8
 RK0647;UTM  16      - 5,105,940.857   536,824.471   MT  0.99961667   +0 20 36.1
 RK0647
 RK0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0647!SPC MI N     -   0.99996491  x   0.99990771  =   0.99987262
 RK0647!UTM  16      -   0.99996491  x   0.99961667  =   0.99958159
 RK0647
 RK0647|---------------------------------------------------------------------|
 RK0647| PID    Reference Object                     Distance      Geod. Az  |
 RK0647|                                                           dddmmss.s |
 RK0647| CH1792 CARR RM 1                            18.853 METERS 09210     |
 RK0647| RK0623 MANISTIQUE LOOKOUT TOWER            APPROX.28.0 KM 1095753.7 |
 RK0647| CH1793 CARR RM 2                            15.776 METERS 21757     |
 RK0647| CH1791 CARR AZ MK                                         2425557.7 |
 RK0647|---------------------------------------------------------------------|
 RK0647
 RK0647                          SUPERSEDED SURVEY CONTROL
 RK0647
 RK0647  NAD 83(1986)-  46 06 21.77656(N)    086 31 24.66287(W) AD(       ) 2
 RK0647  NAD 27      -  46 06 21.91000(N)    086 31 24.11400(W) AD(       ) 2
 RK0647
 RK0647.Superseded values are not recommended for survey control.
 RK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0647.See file dsdata.txt to determine how the superseded data were derived.
 RK0647
 RK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES3682405941(NAD 83)
 RK0647_MARKER: DS = TRIANGULATION STATION DISK
 RK0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0647
 RK0647  HISTORY     - Date     Condition        Report By
 RK0647  HISTORY     - 1955     MONUMENTED       CGS
 RK0647
 RK0647                          STATION DESCRIPTION
 RK0647
 RK0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0647'THE STATION IS LOCATED ABOUT 16 MILES NORTHWEST OF MANISTIQUE, 13
 RK0647'MILES NORTH NORTHWEST OF COOKS AND 3-1/2 MILES SOUTH OF THE
 RK0647'ALGER-DELTA COUNTY LINE.  IT IS ON THE WESTERN END OF A LONG
 RK0647'TIMBERED SAND HILL NEAR A U.S. FOREST SERVICE LOOKOUT TOWER AND IS
 RK0647'NEAR THE CENTER OF SEC. 23, T. 43 N., R. 18 W.
 RK0647'
 RK0647'TO REACH FROM THE JUNCTION OF FEDERAL FOREST HIGHWAY 13 AND STATE
 RK0647'HIGHWAY 28 IN THE SMALL VILLAGE OF WETMORE, GO SOUTH ON FEDERAL
 RK0647'FOREST HIGHWAY 13 FOR 15.55 MILES TO A DIAGONAL CROSSROAD, DELTA
 RK0647'440, TURN LEFT AND GO EASTERLY ON COUNTY ROAD DELTA 440 FOR 4.7
 RK0647'MILES TO A Y-FORK AND SIGNS ON THE LEFT MARKED STEUBEN 6, FOREST
 RK0647'HIGHWAY 5, TURN RIGHT AND FOLLOW THE MAIN ROAD SOUTHERLY FOR 3.85
 RK0647'MILES TO A CROSSROAD NEAR THE BOTTOM OF A DRAW, (THE AZIMUTH
 RK0647'MARK IS ON THE LEFT SIDE OF THE ROAD NEAR THIS POINT), TURN LEFT AND
 RK0647'GO ON A TRACK ROAD FOR 0.35 MILE TO A DIM Y-FORK, TURN RIGHT AND
 RK0647'FOLLOW A DIM TRACK ROAD SOUTHERLY UP A HILL TO A LOOKOUT TOWER AND
 RK0647'THE STATION SITE.
 RK0647'
 RK0647'THE STATION MARK, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST, STAMPED CARR 1955 AND IT PROJECTS 4 INCHES.  THE MARK IS 61.8
 RK0647'FEET WEST OF THE CENTER OF A LOOKOUT TOWER AND 4 FEET SOUTHWEST OF
 RK0647'A WHITE POST.
 RK0647'
 RK0647'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST WHICH PROJECTS 2 INCHES.  THE DISK IS STAMPED CARR NO 1 1955
 RK0647'AND IS SET IN THE CENTER OF A LOOKOUT TOWER.
 RK0647'
 RK0647'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST WHICH PROJECTS 4 INCHES, THE DISK IS STAMPED CARR NO 2 1955 AND
 RK0647'IS 4 FEET BELOW THE STATION.  THE MARK 9 FEET SOUTHEAST OF A GROUP
 RK0647'OF MAPLE TREES, ONE TREE HAS THREE NOTCHES CUT IN THE SOUTHEAST SIDE
 RK0647'OF IT.
 RK0647'
 RK0647'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE
 RK0647'POST, THE DISK IS STAMPED CARR 1955 AND IT PROJECTS 6 INCHES.  THE
 RK0647'MARK IS 45 FEET NORTH OF THE INTERSECTION A CROSSROAD, 22 FEET EAST
 RK0647'OF THE CENTER OF A GRAVEL ROAD AND 2 FEET NORTH OF A WHITE POST.
 RK0647'
 RK0647'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0595 ***********************************************************************
 PL0595  DESIGNATION -  CARR
 PL0595  PID         -  PL0595
 PL0595  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0595  USGS QUAD   -  
 PL0595
 PL0595                         *CURRENT SURVEY CONTROL
 PL0595  ___________________________________________________________________
 PL0595* NAD 83(1994)-  44 51 22.62190(N)    085 31 31.40433(W)     ADJUSTED  
 PL0595* NAVD 88     -       229.9    (meters)     754.     (feet)  VERTCON   
 PL0595  ___________________________________________________________________
 PL0595  X           -     353,341.080 (meters)                     COMP
 PL0595  Y           -  -4,515,204.162 (meters)                     COMP
 PL0595  Z           -   4,476,178.694 (meters)                     COMP
 PL0595  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 PL0595  ELLIP HEIGHT-         195.37  (meters)          (07/17/02) GPS OBS
 PL0595  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PL0595
 PL0595  HORZ ORDER  -  SECOND
 PL0595  ELLP ORDER  -  FOURTH    CLASS I
 PL0595
 PL0595.The horizontal coordinates were established by GPS observations
 PL0595.and adjusted by the National Geodetic Survey in February 1997..
 PL0595
 PL0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0595
 PL0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0595
 PL0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0595
 PL0595.The ellipsoidal height was determined by GPS observations
 PL0595.and is referenced to NAD 83.
 PL0595
 PL0595.The geoid height was determined by GEOID03.
 PL0595
 PL0595;                    North         East     Units Scale Factor Converg.
 PL0595;SPC MI C     -   171,736.177 5,908,421.225   MT  0.99991386   -0 49 06.7
 PL0595;SPC MI C     -   563,438.90 19,384,584.07   iFT  0.99991386   -0 49 06.7
 PL0595;UTM  16      - 4,968,043.198   616,512.076   MT  0.99976693   +1 02 24.7
 PL0595
 PL0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0595!SPC MI C     -   0.99996937  x   0.99991386  =   0.99988323
 PL0595!UTM  16      -   0.99996937  x   0.99976693  =   0.99973631
 PL0595
 PL0595                          SUPERSEDED SURVEY CONTROL
 PL0595
 PL0595  ELLIP H (02/03/97)  195.35   (m)                       GP(       ) 4 1
 PL0595  NAD 83(1986)-  44 51 22.61751(N)    085 31 31.41331(W) AD(       ) 2
 PL0595  NGVD 29 (12/10/93)  230.0    (m)          755.     (f) GPS OBS        
 PL0595
 PL0595.Superseded values are not recommended for survey control.
 PL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0595.See file dsdata.txt to determine how the superseded data were derived.
 PL0595
 PL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1651268043(NAD 83)
 PL0595_MARKER: DD = SURVEY DISK
 PL0595_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PL0595_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PL0595_STAMPING: CARR 1993
 PL0595_MARK LOGO: NOS   
 PL0595_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0595+STABILITY: POSITION/ELEVATION WELL
 PL0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0595+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 PL0595
 PL0595  HISTORY     - Date     Condition        Report By
 PL0595  HISTORY     - 1993     MONUMENTED       NOS
 PL0595  HISTORY     - 20060318 GOOD             GEOCAC
 PL0595
 PL0595                          STATION DESCRIPTION
 PL0595
 PL0595'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PL0595'THE STATION IS LOCATED 7.7 MI (12.4 KM) NORTH OF TRAVERSE CITY ,1.25
 PL0595'MI WEST OF WILLOW POINT AND ALONG THE EAST SIDE OF STATE HIGHWAY 37.
 PL0595'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37, 72 AND
 PL0595'U.S HIGHWAY 31 IN TRAVERSE CITY, PROCEED NORTH ALONG STATE HIGHWAY 37
 PL0595'FOR 7.5 MI (12.1 KM) TO THE INTERSECTION OF CARROL ROAD, CONTINUE
 PL0595'NORTH FOR 0.2 MI (0.3 KM) TO THE GRASSY AREA WHICH SEPERATES TWO
 PL0595'ASPHALTED PARKING AREAS ON THE RIGHT AND THE STATION ON RIGHT.
 PL0595'THE STATION IS A STANDARD NOS BRASS DISK STAMPED---CARR 1993---SET IN
 PL0595'A CONCRETE POST FLUSH WITH THE GROUND.IT IS 63.8 FT (19.4 M) WEST OF
 PL0595'A STEEL PIPEHEAD FOR IRRIGATION, 37.6 FT (11.5 M) NORTH OF A NO
 PL0595'PASSING ZONE SIGN WITH WITNESS SIGN ATTACHED, 35.5 FT (10.8 M) EAST
 PL0595'OF THE CENTERLINE OF THE HIGHWAY AND 1.5 FT (0.5 M) BELOW THE
 PL0595'HIGHWAY.
 PL0595
 PL0595                          STATION RECOVERY (2006)
 PL0595
 PL0595'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0595'THE 'NO PASSING ZONE SIGN WITH WITNESS SIGN' IS NO LONGER PRESENT.
 PL0595'STATION IS 3.3 METERS (10.8 FEET) NORTH-NORTHWEST OF A 2 INCH SAPLING.
 PL0595' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0510 ***********************************************************************
 OK0510  DESIGNATION -  CARROLL RESET
 OK0510  PID         -  OK0510
 OK0510  STATE/COUNTY-  MI/MIDLAND
 OK0510  USGS QUAD   -  SANFORD (1973)
 OK0510
 OK0510                         *CURRENT SURVEY CONTROL
 OK0510  ___________________________________________________________________
 OK0510* NAD 83(1994)-  43 38 02.27287(N)    084 25 43.21360(W)     ADJUSTED  
 OK0510* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 OK0510  ___________________________________________________________________
 OK0510  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 OK0510  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OK0510
 OK0510  HORZ ORDER  -  SECOND
 OK0510
 OK0510.The horizontal coordinates were established by classical geodetic methods
 OK0510.and adjusted by the National Geodetic Survey in February 1997..
 OK0510
 OK0510.The orthometric height was scaled from a topographic map.
 OK0510
 OK0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0510
 OK0510.The geoid height was determined by GEOID03.
 OK0510
 OK0510;                    North         East     Units Scale Factor Converg.
 OK0510;SPC MI S     -   237,046.991 3,994,996.480   MT  0.99999236   -0 02 31.9
 OK0510;SPC MI S     -   777,713.23 13,106,943.83   iFT  0.99999236   -0 02 31.9
 OK0510;UTM  16      - 4,834,432.237   707,420.657   MT  1.00012922   +1 46 29.9
 OK0510
 OK0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0510!SPC MI S     -   0.99997431  x   0.99999236  =   0.99996667
 OK0510!UTM  16      -   0.99997431  x   1.00012922  =   1.00010352
 OK0510
 OK0510|---------------------------------------------------------------------|
 OK0510| PID    Reference Object                     Distance      Geod. Az  |
 OK0510|                                                           dddmmss.s |
 OK0510| OK0511 P 67A 1957                           51.534 METERS 04235     |
 OK0510| CH0872 CARROLL RM 1                         30.367 METERS 04316     |
 OK0510| OK0508 LEE LOOKOUT TOWER                   APPROX. 3.2 KM 1403743.2 |
 OK0510| CH0873 CARROLL RM 2                         30.909 METERS 32212     |
 OK0510| CH0874 CARROLL RM 3                         31.001 METERS 32215     |
 OK0510| CH0871 CARROLL AZ MK                                      3574553.3 |
 OK0510|---------------------------------------------------------------------|
 OK0510
 OK0510                          SUPERSEDED SURVEY CONTROL
 OK0510
 OK0510  NAD 83(1986)-  43 38 02.26408(N)    084 25 43.22350(W) AD(       ) 2
 OK0510  NAD 27      -  43 38 02.15042(N)    084 25 43.23677(W) AD(       ) 2
 OK0510
 OK0510.Superseded values are not recommended for survey control.
 OK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0510.See file dsdata.txt to determine how the superseded data were derived.
 OK0510
 OK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0742134432(NAD 83)
 OK0510_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0510_STAMPING: CARROLL 1957 1974
 OK0510_MARK LOGO: CGS   
 OK0510_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0510+STABILITY: SURFACE MOTION
 OK0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0510+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0510
 OK0510  HISTORY     - Date     Condition        Report By
 OK0510  HISTORY     - 1957     MONUMENTED       CGS
 OK0510  HISTORY     - 1972     SEE DESCRIPTION  USGS
 OK0510  HISTORY     - 1974     SEE DESCRIPTION  NGS
 OK0510  HISTORY     - 1980     GOOD             MIDH
 OK0510  HISTORY     - 19950403 GOOD             LOCENG
 OK0510  HISTORY     - 20010604 GOOD             USPSQD
 OK0510
 OK0510                          STATION DESCRIPTION
 OK0510
 OK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OK0510'THE STATION IS LOCATED AT THE U.S. ARMY AIR DEFENSE CONTROL SITE,
 OK0510'ABOUT 9.5 MILES WEST OF
 OK0510'MIDLAND, ABOUT 3.5 MILES SOUTHWEST OF SANFORD, ON THE PROPERTY OF MR.
 OK0510'LEE DEE LONG.  IT IS 31 FEET
 OK0510'EAST OF THE CENTERLINE OF A GRAVELED ROAD, 4.9 FEET NORTHEAST
 OK0510'OF A WHITE WITNESS POST, 74 FEET SOUTH OF
 OK0510'THE SOUTHWEST CORNER OF A WOVEN WIRE FENCE,
 OK0510'98.7 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND
 OK0510'28 FEET NORTHEAST OF A 30 INCH
 OK0510'TWIN ELM TREE.  THE MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS
 OK0510'STAMPED CARROLL 1957.
 OK0510'
 OK0510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND U.S.
 OK0510'HIGHWAY 10 (BUSINESS) IN
 OK0510'MIDLAND, GO WEST ON HIGHWAY 20 FOR 6.15 MILES TO THE JUNCTION OF
 OK0510'STATE HIGHWAY 30.  CONTINUE WEST
 OK0510'ON HIGHWAY 20 FOR 3.0 MILES TO A GRAVELED CROSSROAD
 OK0510'(NORTH NINE MILE ROAD).  TURN RIGHT AND GO
 OK0510'NORTH ON THE GRAVELED ROAD FOR 0.95 MILE
 OK0510'TO A GRAVELED CROSSROAD IN THE SMALL COMMUNITY OF OLSON.
 OK0510'CONTINUE NORTH ON THE
 OK0510'GRAVELED ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 OK0510'
 OK0510'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE GRAVELED
 OK0510'ROAD FOR 0.25 MILE TO THE
 OK0510'MARK ON THE LEFT.
 OK0510'
 OK0510'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WOVEN WIRE FENCE, 9 FEET
 OK0510'NORTHEAST OF A POWER LINE
 OK0510'POLE AND 59 FEET EAST OF THE SOUTHWEST CORNER OF THE WOVEN WIRE
 OK0510'FENCE.  NORTH OF THE CENTERLINE
 OK0510'OF A DRIVEWAY AND 68 FEET NORTHEAST OF THE NORTHEAST CORNER
 OK0510'OF THE FRAME HOUSE.  THE MONUMENT IS FLUSH
 OK0510'AND THE DISK IS STAMPED CARROLL NO 2 1957.
 OK0510'
 OK0510'THE AZIMUTH MARK IS 35 FEET WEST OF THE CENTERLINE OF THE GRAVELED
 OK0510'ROAD, 2 FEET SOUTHWEST OF A
 OK0510'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE MONUMENT
 OK0510'PROJECTS 4 INCHES AND THE DISK IS
 OK0510'STAMPED CARROLL 1957.
 OK0510'
 OK0510'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 OK0510
 OK0510                          STATION RECOVERY (1972)
 OK0510
 OK0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 OK0510'ONLY THE AZ. MK., R M 1, AND THE UNDERGROUND MARK WERE RECOVERED.
 OK0510'THE UNDERGROUND
 OK0510'MARK IS NOW ON THE SIDE OF A SAND DITCH AND WILL SOON BE LOST.
 OK0510'
 OK0510'DESCRIPTION IS ADEQUATE.
 OK0510'
 OK0510'QUOTE PRIMARY REFERENCE ABOUT 9.5 MI. WEST OF MIDLAND AT THE U.S.
 OK0510'ARMY AIR DEFENSE CONTROL SITE
 OK0510'(NOW ABANDONED)
 OK0510
 OK0510                          STATION RECOVERY (1974)
 OK0510
 OK0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 OK0510'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH
 OK0510'MARK WERE FOUND IN
 OK0510'GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND UPROOTED
 OK0510'BY GRADING.  REFERENCE MARK 3 ALONG
 OK0510'WITH A NEW SURFACE STATION MARK
 OK0510'WERE SET.  THE LINE OF SIGHT TO REFERENCE MARK 1 WAS
 OK0510'OBSTRUCTED BY
 OK0510'SEVERAL EVERGREEN TREES AND THE 1957 DISTANCE AND DIRECTION WERE
 OK0510'USED.  A NEW
 OK0510'DESCRIPTION FOLLOWS-
 OK0510'
 OK0510'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF MIDLAND NEAR AN
 OK0510'ABANDONED DEFENSE
 OK0510'CONTROL SITE, 74 FEET SOUTH OF THE SOUTHWEST CORNER
 OK0510'OF WOVEN WIRE FENCE AROUND THE SITE,
 OK0510'31 FEET EAST OF THE CENTERLINE OF
 OK0510'N NINE MILE RD., 74 FEET NORTHWEST OF THE SOUTHWEST
 OK0510'CORNER OF A 2
 OK0510'STORY HOUSE, 14 FEET NORTHWEST OF A TELEPHONE POLE, 109 FEET NORTH OF
 OK0510'THE CENTERLINE OF
 OK0510'A DRIVEWAY AND IN THE FRONT LAWN OF MR. IRVIN DELONG.
 OK0510'THE MONUMENT PROJECTS 4 INCHES AND
 OK0510'THE DISK IS STAMPED CARROLL 1957
 OK0510'1974.  (NOTE 1B 7A)
 OK0510'
 OK0510'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 20 AND
 OK0510'U.S. HIGHWAY 10 IN
 OK0510'MIDLAND, GO WEST ON HIGHWAY 20 FOR 6.15 MILES TO THE
 OK0510'JUNCTION WITH STATE HIGHWAY 30.
 OK0510'CONTINUE WEST ON HIGHWAY 20 FOR 3.0
 OK0510'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON N
 OK0510'NINE MILE RD. FOR
 OK0510'0.95 MILES TO A CROSSROAD IN THE SMALL VILLAGE OF OLSON.  CONTINUE
 OK0510'NORTH ON THE ROAD FOR
 OK0510'0.6 MILE TO THE STATION ON THE RIGHT.  CONTINUE NORTH ON
 OK0510'THE ROAD FOR 0.25 MILE TO THE
 OK0510'AZIMUTH MARK ON THE LEFT.
 OK0510'
 OK0510'REFERENCE MARK 1 IS 1 FOOT SOUTH OF THE WOVEN WIRE FENCE, 9 FEET
 OK0510'NORTHEAST OF A
 OK0510'POWER POLE AND 59 FEET EAST OF THE SOUTHWEST CORNER OF
 OK0510'THE FENCE.  THE MONUMENT PROJECTS
 OK0510'3 INCHES AND THE DISK IS STAMPED
 OK0510'CARROLL NO 1 1957.
 OK0510'
 OK0510'REFERENCE MARK 3 IS 59 FEET SOUTH OF A POWER POLE, 13 FEET NORTH
 OK0510'OF THE CENTERLINE
 OK0510'OF DRIVEWAY AND 33 FEET WEST OF THE CENTERLINE OF THE
 OK0510'ROAD.  THE MONUMENT IS FLUSH AND THE
 OK0510'DISK IS STAMPED CARROLL 1957 NO 3
 OK0510'1974.
 OK0510'
 OK0510'THE AZIMUTH MARK IS 9 FEET SOUTH OF THE CENTERLINE OF A WOODS
 OK0510'ROAD, 1 FOOT
 OK0510'NORTHEAST OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE
 OK0510'AND 35 FEET WEST OF THE
 OK0510'CENTERLINE OF THE ROAD.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK
 OK0510'IS STAMPED CARROLL 1957.
 OK0510'
 OK0510'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3-1/2 MILES
 OK0510'SOUTHWEST OF SANFORD
 OK0510'
 OK0510'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0510
 OK0510                          STATION RECOVERY (1980)
 OK0510
 OK0510'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0510'THE STATION WAS FOUND IN GOOD CONDITION.  STATION IS UNDER PINE
 OK0510'BRANCHES.
 OK0510'
 OK0510'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 OK0510
 OK0510                          STATION RECOVERY (1995)
 OK0510
 OK0510'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0510'DESCRIPTION IS ADEQUATE.  PLACED CARSONITE WITNESS POST BY STATION.
 OK0510'NOT SUITABLE FOR GPS OBSERVATIONS DUE TO PINE TREES OVERHANGING SITE.
 OK0510
 OK0510                          STATION RECOVERY (2001)
 OK0510
 OK0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0510'STATION, REFERENCE MARK 1, REFERENCE MARK 3 AND AZIMUTH WERE FOUND IN
 OK0510'GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0542 ***********************************************************************
 OK0542  DESIGNATION -  CARSON CITY MUN TANK
 OK0542  PID         -  OK0542
 OK0542  STATE/COUNTY-  MI/MONTCALM
 OK0542  USGS QUAD   -  CARSON CITY (1967)
 OK0542
 OK0542                         *CURRENT SURVEY CONTROL
 OK0542  ___________________________________________________________________
 OK0542* NAD 83(1994)-  43 10 32.39835(N)    084 50 28.24610(W)     ADJUSTED  
 OK0542* NAVD 88     -                                                        
 OK0542  ___________________________________________________________________
 OK0542  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 OK0542  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 OK0542
 OK0542  HORZ ORDER  -  THIRD
 OK0542
 OK0542.The horizontal coordinates were established by classical geodetic methods
 OK0542.and adjusted by the National Geodetic Survey in February 1997..
 OK0542
 OK0542
 OK0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0542
 OK0542.The geoid height was determined by GEOID03.
 OK0542
 OK0542;                    North         East     Units Scale Factor Converg.
 OK0542;SPC MI S     -   186,239.126 3,961,421.477   MT  0.99991972   -0 19 22.5
 OK0542;SPC MI S     -   611,020.75 12,996,789.62   iFT  0.99991972   -0 19 22.5
 OK0542;UTM  16      - 4,782,584.891   675,462.507   MT  0.99997874   +1 28 39.1
 OK0542
 OK0542                          SUPERSEDED SURVEY CONTROL
 OK0542
 OK0542  NAD 83(1986)-  43 10 32.39465(N)    084 50 28.26062(W) AD(       ) 4
 OK0542  NAD 27      -  43 10 32.28258(N)    084 50 28.23385(W) AD(       ) 3
 OK0542
 OK0542.Superseded values are not recommended for survey control.
 OK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0542.See file dsdata.txt to determine how the superseded data were derived.
 OK0542
 OK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7546382585(NAD 83)
 OK0542_MARKER: 53 = ELEVATED TANK
 OK0542
 OK0542  HISTORY     - Date     Condition        Report By
 OK0542  HISTORY     - 1969     FIRST OBSERVED   CGS
 OK0542  HISTORY     - 1978     GOOD             NGS
 OK0542  HISTORY     - 19970322 GOOD             USPSQD
 OK0542  HISTORY     - 20011205 GOOD             NGS
 OK0542
 OK0542                          STATION DESCRIPTION
 OK0542
 OK0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0542'THE STATION IS LOCATED IN CARSON CITY IN THE
 OK0542'SOUTHEAST ANGLE OF
 OK0542'THE INTERSECTION OF SOUTH FOURTH AND EAST ELM STREETS.
 OK0542'IT IS OWNED BY THE TOWN OF CARSON
 OK0542'CITY.
 OK0542'
 OK0542'THE STATION IS A METAL WATER TANK SUPPORTED BY FOUR METAL LEGS.
 OK0542'THE ENTIRE
 OK0542'STRUCTURE IS PAINTED GREY AND HAS BLACK LETTERING ON THE TANK
 OK0542'WHICH READ CARSON CITY.  THE
 OK0542'TANK HAS AN OVER-ALL HEIGHT OF 95 FEET.
 OK0542'
 OK0542'THE POINT INTERSECTED WAS THE FINIAL ATOP THE TANK.  THERE ARE TWO
 OK0542'RED LIGHTS ATOP
 OK0542'THE TANK BUT THEY ARE OFF CENTER.
 OK0542
 OK0542                          STATION RECOVERY (1978)
 OK0542
 OK0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 OK0542'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 OK0542'
 OK0542'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CARSON CITY.
 OK0542
 OK0542                          STATION RECOVERY (1997)
 OK0542
 OK0542'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0542'RECOVERED IN GOOD CONDITION.
 OK0542
 OK0542                          STATION RECOVERY (2001)
 OK0542
 OK0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0542'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0538 ***********************************************************************
 RK0538  DESIGNATION -  CASCADE
 RK0538  PID         -  RK0538
 RK0538  STATE/COUNTY-  MI/MARQUETTE
 RK0538  USGS QUAD   -  SANDS (1975)
 RK0538
 RK0538                         *CURRENT SURVEY CONTROL
 RK0538  ___________________________________________________________________
 RK0538* NAD 83(1994)-  46 25 38.12035(N)    087 27 46.53266(W)     ADJUSTED  
 RK0538* NAVD 88     -       381.     (meters)    1250.     (feet)  SCALED    
 RK0538  ___________________________________________________________________
 RK0538  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 RK0538  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RK0538
 RK0538  HORZ ORDER  -  THIRD
 RK0538
 RK0538.The horizontal coordinates were established by classical geodetic methods
 RK0538.and adjusted by the National Geodetic Survey in February 1997..
 RK0538
 RK0538.The orthometric height was scaled from a topographic map.
 RK0538
 RK0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0538
 RK0538.The geoid height was determined by GEOID03.
 RK0538
 RK0538;                    North         East     Units Scale Factor Converg.
 RK0538;SPC MI N     -   182,816.533 7,964,420.808   MT  0.99990590   -0 20 04.6
 RK0538;SPC MI N     -   599,791.77 26,129,989.53   iFT  0.99990590   -0 20 04.6
 RK0538;UTM  16      - 5,141,624.411   464,431.509   MT  0.99961555   -0 20 07.4
 RK0538
 RK0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0538!SPC MI N     -   0.99994563  x   0.99990590  =   0.99985154
 RK0538!UTM  16      -   0.99994563  x   0.99961555  =   0.99956120
 RK0538
 RK0538:                Primary Azimuth Mark                     Grid Az
 RK0538:SPC MI N     -  CASCADE AZ MK                            014 03 34.5
 RK0538:UTM  16      -  CASCADE AZ MK                            014 03 37.3
 RK0538
 RK0538|---------------------------------------------------------------------|
 RK0538| PID    Reference Object                     Distance      Geod. Az  |
 RK0538|                                                           dddmmss.s |
 RK0538| CJ2321 CASCADE AZ MK                                      0134329.9 |
 RK0538| CJ2322 CASCADE RM 1                         29.259 METERS 04417     |
 RK0538| CJ2323 CASCADE RM 2                         26.601 METERS 14331     |
 RK0538|---------------------------------------------------------------------|
 RK0538
 RK0538                          SUPERSEDED SURVEY CONTROL
 RK0538
 RK0538  NAD 83(1986)-  46 25 38.11463(N)    087 27 46.52960(W) AD(       ) 3
 RK0538  NAD 27      -  46 25 38.33600(N)    087 27 46.02700(W) AD(       ) 3
 RK0538
 RK0538.Superseded values are not recommended for survey control.
 RK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0538.See file dsdata.txt to determine how the superseded data were derived.
 RK0538
 RK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6443241624(NAD 83)
 RK0538_MARKER: DS = TRIANGULATION STATION DISK
 RK0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0538
 RK0538  HISTORY     - Date     Condition        Report By
 RK0538  HISTORY     - 1955     MONUMENTED       CGS
 RK0538
 RK0538                          STATION DESCRIPTION
 RK0538
 RK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0538'THE STATION IS IN SECTION 32, T. 47 N., R. 25 W., AND ON THE EAST
 RK0538'SIDE OF THE CHICAGO AND NORTHWESTERN RAILROAD.  IT IS 10 MILES NORTH
 RK0538'OF GWINN, 8-1/2 MILES SOUTH-SOUTHWEST OF MARQUETTE AND 1-1/2
 RK0538'MILES SOUTHEAST OF THE CASCADE RAILWAY JUNCTION.
 RK0538'
 RK0538'TO REACH FROM THE INTERSECTION OF FRONT AND WASHINGTON STREETS IN
 RK0538'MARQUETTE, GO SOUTHERLY ON U.S. HIGHWAY 41 (FRONT STREET) FOR 0.8
 RK0538'MILE TO HAMPTON STREET, TURN RIGHT AND GO 0.1 MILE ON HAMPTON STREET
 RK0538'TO DIVISION STREET, TURN LEFT AND GO SOUTHERLY ON PAVED ROAD FOR
 RK0538'0.4 MILE TO FORK, TAKE LEFT FORK AND GO SOUTHERLY ON COUNTY HIGHWAY
 RK0538'553 FOR 5.6 MILES TO PAVED CROSSROAD, CONTINUE STRAIGHT AHEAD 0.8
 RK0538'MILE TO A CROSSROAD AT THE POINT WHERE THE TELEPHONE LINE CROSSES
 RK0538'THE ROAD, TURN RIGHT AND GO WESTERLY ALONG THE TELEPHONE LINE FOR 2.4
 RK0538'MILES TO A CROSSROAD, TURN LEFT AND GO SOUTHERLY 0.2 MILE TO THE
 RK0538'AZIMUTH MARK ON THE LEFT, ABOUT 70 YARDS NORTH OF A FORK, CONTINUE
 RK0538'STRAIGHT AHEAD 0.05 MILE TO FORK, TAKE RIGHT FORK 0.2 MILE TO A
 RK0538'RAILROAD CROSSING AND THE STATION ABOUT 27 YARDS SOUTH OF THE CENTER
 RK0538'OF THE TRACK ROAD, BETWEEN A NORTH-SOUTH ROAD AND THE RAILROAD
 RK0538'TRACKS.
 RK0538'
 RK0538'THE STATION MARK, STAMPED CASCADE 1955, IS A STANDARD DISK SET IN A
 RK0538'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 109.3 FEET EAST
 RK0538'OF THE EAST RAIL OF THE RAILROAD, 74 FEET NORTHEAST OF THE FIRST
 RK0538'TELEGRAPH POLE SOUTH OF THE RAILROAD CROSSING, 66 FEET WEST OF
 RK0538'THE CENTER OF THE BLADED ROAD AND 4 FEET SOUTHWEST OF A WHITE
 RK0538'WITNESS POST.
 RK0538'
 RK0538'REFERENCE MARK NO. 1, STAMPED CASCADE NO 1 1955, IS A STANDARD DISK
 RK0538'SET IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 28
 RK0538'FEET EAST OF THE CENTER OF THE BLADED NORTH-SOUTH ROAD AND 2 FEET
 RK0538'LOWER THAN THE STATION.
 RK0538'
 RK0538'REFERENCE MARK NO. 2, STAMPED CASCADE NO 2 1955, IS A STANDARD DISK
 RK0538'SET IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS 105
 RK0538'FEET EAST OF THE EAST RAIL OF THE RAILROAD AND 70 FEET WEST OF THE
 RK0538'CENTER OF THE BLADED ROAD.
 RK0538'
 RK0538'THE AZIMUTH MARK, STAMPED CASCADE 1955, IS A STANDARD DISK SET IN A
 RK0538'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 32 FEET EAST OF
 RK0538'THE CENTER OF THE TRACK ROAD AND 2 FEET WEST OF A WHITE WITNESS
 RK0538'POST.  THE AZIMUTH MARK IS VISIBLE FROM THE GROUND.
 RK0538'
 RK0538'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1161 ***********************************************************************
 NE1161  DESIGNATION -  CASCO
 NE1161  PID         -  NE1161
 NE1161  STATE/COUNTY-  MI/ST CLAIR
 NE1161  USGS QUAD   -  NEW BALTIMORE (1973)
 NE1161
 NE1161                         *CURRENT SURVEY CONTROL
 NE1161  ___________________________________________________________________
 NE1161* NAD 83(1994)-  42 43 21.51816(N)    082 37 36.82446(W)     ADJUSTED  
 NE1161* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 NE1161  ___________________________________________________________________
 NE1161  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 NE1161  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE1161
 NE1161  HORZ ORDER  -  FIRST
 NE1161
 NE1161.The horizontal coordinates were established by classical geodetic methods
 NE1161.and adjusted by the National Geodetic Survey in February 1997..
 NE1161
 NE1161.The orthometric height was scaled from a topographic map.
 NE1161
 NE1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1161
 NE1161.The geoid height was determined by GEOID03.
 NE1161
 NE1161;                    North         East     Units Scale Factor Converg.
 NE1161;SPC MI S     -   137,280.022 4,142,476.177   MT  0.99991088   +1 11 02.3
 NE1161;SPC MI S     -   450,393.77 13,590,801.11   iFT  0.99991088   +1 11 02.3
 NE1161;UTM  17      - 4,731,298.832   366,798.081   MT  0.99981829   -1 06 14.1
 NE1161
 NE1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1161!SPC MI S     -   0.99997554  x   0.99991088  =   0.99988643
 NE1161!UTM  17      -   0.99997554  x   0.99981829  =   0.99979384
 NE1161
 NE1161:                Primary Azimuth Mark                     Grid Az
 NE1161:SPC MI S     -  MARINE CITY RADIO WDOG N MAST            084 31 41.1
 NE1161:UTM  17      -  MARINE CITY RADIO WDOG N MAST            086 48 57.5
 NE1161
 NE1161|---------------------------------------------------------------------|
 NE1161| PID    Reference Object                     Distance      Geod. Az  |
 NE1161|                                                           dddmmss.s |
 NE1161| NE1156 MARINE CITY RADIO WDOG N MAST       APPROX. 8.7 KM 0854243.4 |
 NE1161| NE1157 MARINE CITY RADIO WDOG S MAST       APPROX. 8.7 KM 0855845.5 |
 NE1161| CH0877 CASCO RM 2                           26.268 METERS 10648     |
 NE1161| CH0876 CASCO RM 1                            8.248 METERS 15442     |
 NE1161| NE1160 FAIR HAVEN IRA TWP MUN TANK         APPROX. 5.8 KM 2021106.9 |
 NE1161| NE1163 NEW BALTIMORE MUNICIPAL TANK        APPROX.10.1 KM 2405000.9 |
 NE1161| CH0878 CASCO RM 3                           26.184 METERS 25030     |
 NE1161| CH0875 CASCO AZ MK                                        2884142.0 |
 NE1161|---------------------------------------------------------------------|
 NE1161
 NE1161                          SUPERSEDED SURVEY CONTROL
 NE1161
 NE1161  NAD 83(1986)-  42 43 21.51528(N)    082 37 36.86649(W) AD(       ) 1
 NE1161  NAD 27      -  42 43 21.40024(N)    082 37 37.17167(W) AD(       ) 1
 NE1161
 NE1161.Superseded values are not recommended for survey control.
 NE1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1161.See file dsdata.txt to determine how the superseded data were derived.
 NE1161
 NE1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6679831299(NAD 83)
 NE1161_MARKER: B = BOLT
 NE1161_SETTING: 0 = UNSPECIFIED SETTING
 NE1161
 NE1161  HISTORY     - Date     Condition        Report By
 NE1161  HISTORY     - 1909     MONUMENTED       USLS
 NE1161  HISTORY     - 1932     GOOD             CGS
 NE1161  HISTORY     - 1957     GOOD             CGS
 NE1161  HISTORY     - 1968     GOOD             USLS
 NE1161  HISTORY     - 1980     MARK NOT FOUND   MIDH
 NE1161  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1161
 NE1161                          STATION DESCRIPTION
 NE1161
 NE1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 NE1161'ABOUT 12 MILES SOUTHWEST OF ST. CLAIR, NEAR CENTER OF E 1/2 NW 1/4 NW
 NE1161'1/4 SEC. 1, T. 3 N., R. 15 E., IRA
 NE1161'TOWNSHIP, ON SOUTH SIDE OF MARINE CITY HIGHWAY, 0.2 MILE EAST OF
 NE1161'PALMS ROAD, ON FARM OF OTTO
 NE1161'SCHIRMER, IN SOUTHWEST CORNER OF ORCHARD, 498 FEET
 NE1161'FROM SOUTHWEST CORNER OF HOUSE, 363 FEET FROM
 NE1161'SOUTHEAST CORNER OF BARN, 8 FEET
 NE1161'FROM NORTH-AND-SOUTH FENCE, AND 25 FEET FROM FENCE CORNER.
 NE1161'MARKED BY 3/8-INCH BOLT
 NE1161'SURROUNDED BY 3 SPIKES IN CONCRETE MONUMENTS INSCRIBED U.S.L.S. 1909,
 NE1161'UNDERGROUND MARK BEING
 NE1161'12 INCHES BELOW SURFACE OF GROUND.  IN 1932 UNDERGROUND
 NE1161'MARK ONLY RECOVERED.  FOLLOWING DISTANCES
 NE1161'AND AZIMUTHS ARE FROM STATION
 NE1161'(IN 1909)- NORTHEAST CORNER OF FIELD, 372 FEET, 91 DEG 12
 NE1161'MIN, SOUTHEAST CORNER OF FIELD, 648
 NE1161'FEET, 145 DEG 02 MIN, SOUTHWEST CORNER OF FIELD, 648 FEET, NORTHWEST
 NE1161'CORNER OF FIELD, 267 FEET, 271 DEG 20
 NE1161'MIN, 4. ZENTGRABERS BARN, CUPOLA, 233 DEG 15 MIN, WILLIAM SCHMIDTS
 NE1161'HOUSE, END OF SOUTH GABLE, 287 DEG 07 MIN,
 NE1161'SOUTHWEST CORNER OF HOUSE, 645 FEET, 344 DEG 56 MIN, SCHROEDERS
 NE1161'WINDMILL, 334 DEG 12 MIN, 16-INCH ELM TREE, 428 FEET,
 NE1161'107 DEG 11 MIN, AND SOUTHEAST CORNER OF
 NE1161'BARN, 477 FEET, 336 DEG 31 MIN.
 NE1161
 NE1161                          STATION RECOVERY (1957)
 NE1161
 NE1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1161'THE ORIGINAL UNDERGROUND MARK RECOVERED AS STATED IN 1932, ALSO
 NE1161'REFERENCE MARK 1 WAS
 NE1161'FOUND BUT NO DESCRIPTION OR ANY FORM OF INFORMATION
 NE1161'AVAILABLE AS TO WHEN THIS
 NE1161'MARK WAS ESTABLISHED.  IT WAS FOUND TO
 NE1161'BE LOOSE IN THE GROUND AND WAS REINFORCED AT
 NE1161'THIS TIME.  REFERENCE
 NE1161'MARKS 2 AND 3 AND AN AZIMUTH MARK WERE ESTABLISHED AT THIS
 NE1161'TIME.
 NE1161'REFERENCE POINTS HAVE CHANGED CONSIDERABLY SINCE THE ORIGINAL
 NE1161'DESCRIPTION.  A
 NE1161'COMPLETE NEW DESCRIPTION FOLLOWS-
 NE1161'
 NE1161'THE STATION IS ABOUT 15-3/4 MI. NE OF MOUNT CLEMENS, 6 MI. W
 NE1161'OF MARINE CITY, IN
 NE1161'A PASTURE OWNED BY MR. GEORGE TURNER (WHO LIVES
 NE1161'AT 8330 OAKLAND AVENUE, DETROIT,
 NE1161'MICHIGAN).  IT IS 106 FT. S-SE OF
 NE1161'A LONE 24-IN. APPLE TREE, 29 FT. NE OF A WHITE
 NE1161'WITNESS POST, 27
 NE1161'FT. N OF AN E-W WIRE FENCE, AND 20 FT. N OF AN 18-IN. ELM TREE.
 NE1161'THE MONUMENT
 NE1161'IS ABOUT 9 IN. IN DIAMETER WITH USLS 1909 ENGRAVED
 NE1161'IN THE TOP.  A 3/8-IN. BOLT
 NE1161'SURROUNDED BY THREE SPIKES THAT ARE IN
 NE1161'THE TOP OF THE CONCRETE MONUMENT MARKS THE
 NE1161'STATION.  THE MONUMENT
 NE1161'IS UNDERGROUND ABOUT 14 IN.
 NE1161'
 NE1161'TO REACH THE STATION FROM THE INTERSECTION OF CASS STREET AND
 NE1161'U.S. HIGHWAY 25
 NE1161'(NORTH GRATIOT AVENUE) AT THE MACOMB BUILDING IN
 NE1161'MOUNT CLEMENS, GO N ON U.S.
 NE1161'HIGHWAY 25 FOR 9.2 MI. TO TWENTY-SIX
 NE1161'MILE ROAD (MARINE CITY HIGHWAY).  TURN RIGHT
 NE1161'AND GO E ON MARINE
 NE1161'CITY HIGHWAY FOR 8.2 MI. TO THE AZIMUTH MARK ON THE RIGHT.
 NE1161'CONTINUE E ON
 NE1161'MARINE CITY HIGHWAY FOR 0.1 MI. TO PALMS ROAD.  CONTINUE
 NE1161'E ON MARINE CITY
 NE1161'HIGHWAY FOR 0.15 MI. TO A DRIVEWAY ON THE
 NE1161'RIGHT.  TURN RIGHT ON THE DRIVEWAY
 NE1161'FOR ABOUT 100 FT. TO TWO METAL
 NE1161'GATES ON THE RIGHT BETWEEN TWO BARNS.  PASS THROUGH
 NE1161'GATES AND TURN
 NE1161'SHARP LEFT TO ANOTHER GATE AT THE NW CORNER OF A PASTURE.  PASS
 NE1161'THROUGH GATE AND
 NE1161'GO S-SE ACROSS THE PASTURE FOR ABOUT 0.15 MI. TO
 NE1161'THE HIGHEST POINT AT THE E-W FENCE
 NE1161'LINE AND THE STATION.
 NE1161'
 NE1161'REFERENCE MARK 1 IS A STANDARD U.S. LAKE SURVEY DISK, STAMPED
 NE1161'CASCO REF 1 1935
 NE1161'SET IN THE TOP OF A CONCRETE MARKER THAT IS
 NE1161'ABOUT 5 IN. IN DIAMETER AND
 NE1161'PROJECTS ABOUT 2 IN.
 NE1161'
 NE1161'REFERENCE MARK 2 IS 1 FT. N OF THE E-W WIRE FENCE, 68 FT. SW
 NE1161'OF THE SW APPLE
 NE1161'TREE OF A GROUP, AND 80 FT. E OF THE 18-IN. ELM
 NE1161'TREE.  THE MARK PROJECTS ABOUT 1
 NE1161'IN. AND THE DISK IS STAMPED
 NE1161'CASCO USLS NO 2 1957.
 NE1161'
 NE1161'REFERENCE MARK 3 IS 82 FT. W OF THE 18-IN. ELM TREE, 68 FT.
 NE1161'W OF THE WHITE
 NE1161'WITNESS POST, AND 1 FT. N OF THE WIRE FENCE.  THE
 NE1161'MARK IS FLUSH AND THE DISK IS
 NE1161'STAMPED CASCO USLS NO 3 1957
 NE1161'
 NE1161'THE AZIMUTH MARK IS 41 FT. S OF THE CENTERLINE OF MARINE CITY
 NE1161'HIGHWAY, 8 FT. W
 NE1161'OF THE CENTERLINE OF A FARM LANE INTO A FIELD,
 NE1161'AND 2 FT. N OF A WHITE WOODEN
 NE1161'WITNESS POST.  THE MARK IS FLUSH
 NE1161'AND THE DISK IS STAMPED CASCO USLS 1957.
 NE1161'
 NE1161'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 NE1161
 NE1161                          STATION RECOVERY (1968)
 NE1161
 NE1161'RECOVERY NOTE BY US LAKE SURVEY 1968 (EFK)
 NE1161'THE STATION IS ABOUT 15- 3/4 MI. NE OF MOUNT CLEMENS, 6 MI. W OF
 NE1161'MARINE CITY, IN PASTURE OWNED
 NE1161'BY THE LOCAL SCHOOL BOARD.
 NE1161'
 NE1161'TO REACH THE STATION FROM THE INTERSECTION OF CASS ST. AND U. S.
 NE1161'HIGHWAY 25 (NORTH GRATIOT
 NE1161'AVENUE) AT THE MACOMB BUILDING IN MOUNT CLEMENS, GO N ON U. S.
 NE1161'HIGHWAY 25 FOR 9.2 MI. TO
 NE1161'TWENTY-SIX MILE RD.  (MARINE CITY HIGHWAY).  TURN RIGHT AND GO E ON
 NE1161'MARINE CITY HIGHWAY FOR 8.2 MI. TO
 NE1161'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE E ON MARINE CITY
 NE1161'HIGHWAY FOR 0.1 MI. TO PALMS ROAD.  CONTINUE E
 NE1161'ON MARINE CITY HIGHWAY FOR 0.15 MI. TO
 NE1161'A DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND VICINITY
 NE1161'OF RMC.  RM 1, 2, AND 3 COULD NOT BE
 NE1161'FOUND.  STATION IS 369.6 FT. W OF RMA, 271 FEET EAST OF RM B AND 473
 NE1161'FEET SOUTH OF RM C.  THE MONUMENT IS
 NE1161'ABOUT 9 INCHES IN DIAMETER WITH USLS 1909 ENGRAVED
 NE1161'IN THE TOP.  A 3/8 INCH BOLT SURROUNDED BY THREE
 NE1161'SPIKES THAT ARE IN THE TOP OF THE
 NE1161'CONCRETE MONUMENT MARKS THE STATION.  THE MONUMENT IS UNDERGROUND
 NE1161'ABOUT 14 INCHES.
 NE1161'
 NE1161'THE AZIMUTH MARK IS 41 FT. S OF THE CENTERLINE OF MARINE CITY
 NE1161'HIGHWAY, 8 FT. W OF THE CENTERLINE
 NE1161'OF A FARM LANE INTO A FIELD AND THE DISC IS STAMPED CASCO USLS 1957.
 NE1161'
 NE1161'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 15 MILES NE OF MT
 NE1161'CLEMENS
 NE1161
 NE1161                          STATION RECOVERY (1980)
 NE1161
 NE1161'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1161'AN EXTENSIVE SEARCH WAS MADE, BUT THE STATION COULD NOT BE LOCATED.
 NE1161'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 NE1161
 NE1161                          STATION RECOVERY (1988)
 NE1161
 NE1161'RECOVERY NOTE BY US POWER SQUADRON 1988 (SES)
 NE1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0608 ***********************************************************************
 QK0608  DESIGNATION -  CASE
 QK0608  PID         -  QK0608
 QK0608  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0608  USGS QUAD   -  MILLERSBURG (1986)
 QK0608
 QK0608                         *CURRENT SURVEY CONTROL
 QK0608  ___________________________________________________________________
 QK0608* NAD 83(1994)-  45 21 01.67265(N)    084 06 40.60495(W)     ADJUSTED  
 QK0608* NAVD 88     -       264.     (meters)     866.     (feet)  SCALED    
 QK0608  ___________________________________________________________________
 QK0608  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 QK0608  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 QK0608
 QK0608  HORZ ORDER  -  THIRD
 QK0608
 QK0608.The horizontal coordinates were established by classical geodetic methods
 QK0608.and adjusted by the National Geodetic Survey in February 1997..
 QK0608
 QK0608.The orthometric height was scaled from a topographic map.
 QK0608
 QK0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0608
 QK0608.The geoid height was determined by GEOID03.
 QK0608
 QK0608;                    North         East     Units Scale Factor Converg.
 QK0608;SPC MI C     -   226,029.296 6,020,012.087   MT  0.99993792   +0 10 49.5
 QK0608;SPC MI C     -   741,565.93 19,750,695.82   iFT  0.99993792   +0 10 49.5
 QK0608;UTM  16      - 5,025,943.650   726,282.099   MT  1.00022961   +2 03 21.5
 QK0608
 QK0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0608!SPC MI C     -   0.99996430  x   0.99993792  =   0.99990223
 QK0608!UTM  16      -   0.99996430  x   1.00022961  =   1.00019391
 QK0608
 QK0608:                Primary Azimuth Mark                     Grid Az
 QK0608:SPC MI C     -  KING LOOKOUT TOWER                       015 03 40.3
 QK0608:UTM  16      -  KING LOOKOUT TOWER                       013 11 08.3
 QK0608
 QK0608|---------------------------------------------------------------------|
 QK0608| PID    Reference Object                     Distance      Geod. Az  |
 QK0608|                                                           dddmmss.s |
 QK0608| QK0607 KING LOOKOUT TOWER                  APPROX. 5.9 KM 0151429.8 |
 QK0608| CH1795 CASE RM 1                            17.607 METERS 09325     |
 QK0608| CH1796 CASE RM 2                            11.720 METERS 18124     |
 QK0608| QK0612 PRESQUE ISLE ELEC KQB 335 MAST      APPROX. 3.5 KM 2892401.6 |
 QK0608| QK0578 OWENS LOOKOUT TOWER                 APPROX.23.2 KM 3265610.2 |
 QK0608| CH1794 CASE AZ MK                                         3493940.9 |
 QK0608|---------------------------------------------------------------------|
 QK0608
 QK0608                          SUPERSEDED SURVEY CONTROL
 QK0608
 QK0608  NAD 83(1986)-  45 21 01.66395(N)    084 06 40.60655(W) AD(       ) 3
 QK0608  NAD 27      -  45 21 01.61600(N)    084 06 40.56100(W) AD(       ) 3
 QK0608
 QK0608.Superseded values are not recommended for survey control.
 QK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0608.See file dsdata.txt to determine how the superseded data were derived.
 QK0608
 QK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2628225944(NAD 83)
 QK0608_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0608
 QK0608  HISTORY     - Date     Condition        Report By
 QK0608  HISTORY     - 1956     MONUMENTED       CGS
 QK0608  HISTORY     - 20010331 GOOD             NGS
 QK0608
 QK0608                          STATION DESCRIPTION
 QK0608
 QK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0608'THE STATION IS LOCATED ABOUT 5 MILES EAST OF ONAWAY, ABOUT 3 MILES
 QK0608'WEST OF MILLERSBURG AND
 QK0608'ON HIGHWAY RIGHT-OF-WAY.  IT IS 32 FEET WEST OF THE CENTER LINE OF A
 QK0608'GRAVEL ROAD, 16 FEET NORTH OF THE
 QK0608'CENTER LINE OF A GRAVEL DRIVEWAY, 108 FEET NORTHEAST
 QK0608'OF THE NORTHEAST CORNER OF A STONE HOUSE, 5 FEET
 QK0608'SOUTHEAST OF A WHITE WITNESS POST 3
 QK0608'FEET EAST OF A FENCE AND 6 FEET NORTHEAST OF A 6 INCH MAPLE TREE.
 QK0608'THE MARK PROJECTS 2 INCHES AND
 QK0608'THE DISK IS STAMPED CASE 1956.
 QK0608'
 QK0608'TO REACH THE STATION FROM THE JUNCTION OF M 211 AND M 68 IN ONAWAY,
 QK0608'GO EAST ON M 68 (STATE
 QK0608'STREET) FOR 5.6 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST
 QK0608'ON M 68 FOR 0.1 MILE TO A GRAVEL
 QK0608'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRAVEL
 QK0608'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 QK0608'
 QK0608'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTER LINE OF THE GRAVEL
 QK0608'ROAD AND 2 FEET WEST OF A
 QK0608'FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CASE NO 1
 QK0608'1956.
 QK0608'
 QK0608'REFERENCE MARK 2 IS 32 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 QK0608'ROAD, 23 FEET SOUTH OF THE
 QK0608'CENTER LINE OF THE GRAVEL DRIVEWAY AND 2 FEET EAST OF A FENCE.  THE
 QK0608'MARK PROJECTS 2 INCHES AND THE
 QK0608'DISK IS STAMPED CASE NO 2 1956.
 QK0608'
 QK0608'THE AZIMUTH MARK IS 74 FEET NORTH OF THE CENTER LINE OF M 68, 4 FEET
 QK0608'SOUTH OF THE SOUTH EDGE OF
 QK0608'A CULTIVATED FIELD, 2 FEET SOUTHEAST OF A POWER LINE POLE AND 1
 QK0608'FOOT EAST OF A WHITE WITNESS POST.
 QK0608'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QK0608'CASE 1956.
 QK0608'
 QK0608'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QK0608
 QK0608                          STATION RECOVERY (2001)
 QK0608
 QK0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0838 ***********************************************************************
 OJ0838  DESIGNATION -  CASH USLS 1908
 OJ0838  PID         -  OJ0838
 OJ0838  STATE/COUNTY-  MI/SANILAC
 OJ0838  USGS QUAD   -  PECK (1978)
 OJ0838
 OJ0838                         *CURRENT SURVEY CONTROL
 OJ0838  ___________________________________________________________________
 OJ0838* NAD 83(1994)-  43 20 00.32974(N)    082 47 06.88359(W)     ADJUSTED  
 OJ0838* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 OJ0838  ___________________________________________________________________
 OJ0838  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 OJ0838  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OJ0838
 OJ0838  HORZ ORDER  -  FIRST
 OJ0838
 OJ0838.The horizontal coordinates were established by classical geodetic methods
 OJ0838.and adjusted by the National Geodetic Survey in February 1997..
 OJ0838
 OJ0838.The orthometric height was scaled from a topographic map.
 OJ0838
 OJ0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0838
 OJ0838.The geoid height was determined by GEOID03.
 OJ0838
 OJ0838;                    North         East     Units Scale Factor Converg.
 OJ0838;SPC MI S     -   204,860.158 4,128,235.609   MT  0.99993747   +1 04 34.3
 OJ0838;SPC MI S     -   672,113.38 13,544,080.08   iFT  0.99993747   +1 04 34.3
 OJ0838;UTM  17      - 4,799,389.676   355,275.466   MT  0.99985765   -1 13 31.2
 OJ0838
 OJ0838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0838!SPC MI S     -   0.99996902  x   0.99993747  =   0.99990649
 OJ0838!UTM  17      -   0.99996902  x   0.99985765  =   0.99982667
 OJ0838
 OJ0838:                Primary Azimuth Mark                     Grid Az
 OJ0838:SPC MI S     -  CROSWELL SUGAR CO STACK USLS             117 22 12.4
 OJ0838:UTM  17      -  CROSWELL SUGAR CO STACK USLS             119 40 17.9
 OJ0838
 OJ0838|---------------------------------------------------------------------|
 OJ0838| PID    Reference Object                     Distance      Geod. Az  |
 OJ0838|                                                           dddmmss.s |
 OJ0838| OJ0750 CROSWELL SUGAR CO STACK USLS        APPROX.15.6 KM 1182646.7 |
 OJ0838| OJ0837 CUSTER                              APPROX.15.5 KM 3402409.6 |
 OJ0838|---------------------------------------------------------------------|
 OJ0838
 OJ0838                          SUPERSEDED SURVEY CONTROL
 OJ0838
 OJ0838  NAD 83(1986)-  43 20 00.31801(N)    082 47 06.90940(W) AD(       ) 1
 OJ0838  NAD 27      -  43 20 00.23508(N)    082 47 07.15377(W) AD(       ) 1
 OJ0838
 OJ0838.Superseded values are not recommended for survey control.
 OJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0838.See file dsdata.txt to determine how the superseded data were derived.
 OJ0838
 OJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5527599390(NAD 83)
 OJ0838_MARKER: B = BOLT
 OJ0838_SETTING: 0 = UNSPECIFIED SETTING
 OJ0838
 OJ0838  HISTORY     - Date     Condition        Report By
 OJ0838  HISTORY     - 1908     MONUMENTED       CGS
 OJ0838  HISTORY     - 1932     GOOD             USLS
 OJ0838  HISTORY     - 1980     GOOD             MIDH
 OJ0838  HISTORY     - 19940728 GOOD             USPSQD
 OJ0838
 OJ0838                          STATION DESCRIPTION
 OJ0838
 OJ0838'DESCRIBED BY US LAKE SURVEY 1932
 OJ0838'ABOUT 1 MILE SOUTH OF CASH, IN SOUTHWEST CORNER OF NE1/4NW1/4SEC. T,
 OJ0838'T. 10 N., R. 14 E., ELK TOWNSHIP, ON
 OJ0838'SOUTH SIDE OF COUNTY ROUTE 31, IN CENTER OF PASTURE FIELD, ON
 OJ0838'LAND OWNED BY PAUL DORBANT, ABOUT 9
 OJ0838'FEET EAST OF CENTER LINE OF ROAD TO CASH IF
 OJ0838'EXTENDED, 782 FEET FROM SOUTHEAST CORNER OF FRED BALLS
 OJ0838'BRICK HOUSE, AND 228 FEET
 OJ0838'FROM 12-INCH MAPLE TREE.  ORIGINALLY MARKED BY 3/8-INCH BOLTS
 OJ0838'SURROUNDED BY 3 SPIKES IN
 OJ0838'CONCRETE MONUMENTS, INSCRIBED U.S.L.S. 1908.  UPPER MARK PROJECTS
 OJ0838'12 INCHES ABOVE GROUND.
 OJ0838'LOWER MARK IS 12 INCHES BELOW SURFACE OF GROUND.  IN
 OJ0838'1932 STATION REPORTED MARKED BY BOLT IN TOP
 OJ0838'OF 3-BY 2-FOOT GRANITE BOULDER,
 OJ0838'INSCRIBED U.S.L.S. 1908, PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 OJ0838'FOLLOWING DISTANCES
 OJ0838'AND AZIMUTHS (MAG. FROM NORTH) ARE FROM STATION (IN 1908) - BRICK
 OJ0838'HOUSE, SOUTHWEST CORNER, 765
 OJ0838'FEET, 26 DEG. 24 MIN., SOUTHWEST CORNER OF BARN, 820 FEET, 14 DEG. 17
 OJ0838'MIN, SECTION CORNER, 607 FEET, 1 DEG. 05
 OJ0838'MIN., AND FENCE SOUTH OF STATION, 494 FEET, 180 DEG. 00 MIN.
 OJ0838
 OJ0838                          STATION RECOVERY (1980)
 OJ0838
 OJ0838'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0838'THE STATION WAS FOUND IN GOOD CONDITION.  THERE WAS NO INFORMATION
 OJ0838'ABOUT THE REFERENCE MARKS AND THE AZIMUTH.  THE STATION IS IN A
 OJ0838'CULTIVATED FIELD AND CAN ONLY BE DRIVEN TO FROM STONE FARMHOUSE DRIVE
 OJ0838'LOCATED ON EAST SIDE OF ORCHARD ROAD, SOUTH OF MARLETTE ROAD.
 OJ0838
 OJ0838                          STATION RECOVERY (1994)
 OJ0838
 OJ0838'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0626 ***********************************************************************
 OK0626  DESIGNATION -  CASNOVIA
 OK0626  PID         -  OK0626
 OK0626  STATE/COUNTY-  MI/MUSKEGON
 OK0626  USGS QUAD   -  GRANT (1985)
 OK0626
 OK0626                         *CURRENT SURVEY CONTROL
 OK0626  ___________________________________________________________________
 OK0626* NAD 83(1994)-  43 15 32.54024(N)    085 50 37.88074(W)     ADJUSTED  
 OK0626* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 OK0626  ___________________________________________________________________
 OK0626  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 OK0626  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 OK0626
 OK0626  HORZ ORDER  -  FIRST
 OK0626
 OK0626.The horizontal coordinates were established by classical geodetic methods
 OK0626.and adjusted by the National Geodetic Survey in February 1997..
 OK0626
 OK0626.The orthometric height was scaled from a topographic map.
 OK0626
 OK0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0626
 OK0626.The geoid height was determined by GEOID03.
 OK0626
 OK0626;                    North         East     Units Scale Factor Converg.
 OK0626;SPC MI S     -   196,444.289 3,880,070.576   MT  0.99992815   -1 00 19.0
 OK0626;SPC MI S     -   644,502.26 12,729,890.34   iFT  0.99992815   -1 00 19.0
 OK0626;UTM  16      - 4,790,230.147   593,838.975   MT  0.99970832   +0 47 32.5
 OK0626
 OK0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0626!SPC MI S     -   0.99995889  x   0.99992815  =   0.99988704
 OK0626!UTM  16      -   0.99995889  x   0.99970832  =   0.99966722
 OK0626
 OK0626|---------------------------------------------------------------------|
 OK0626| PID    Reference Object                     Distance      Geod. Az  |
 OK0626|                                                           dddmmss.s |
 OK0626| CH0880 CASNOVIA RM 1                        24.485 METERS 09035     |
 OK0626| CH0879 CASNOVIA AZ MK                                     0941526.3 |
 OK0626| CH0881 CASNOVIA RM 2                        36.174 METERS 16957     |
 OK0626| OK0621 LUTH CHURCH STEEPLE N DIETRICH      APPROX.14.1 KM 1732811.2 |
 OK0626|---------------------------------------------------------------------|
 OK0626
 OK0626                          SUPERSEDED SURVEY CONTROL
 OK0626
 OK0626  NAD 83(1986)-  43 15 32.54120(N)    085 50 37.89017(W) AD(       ) 1
 OK0626  NAD 27      -  43 15 32.46300(N)    085 50 37.71300(W) AD(       ) 1
 OK0626
 OK0626.Superseded values are not recommended for survey control.
 OK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0626.See file dsdata.txt to determine how the superseded data were derived.
 OK0626
 OK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9383990230(NAD 83)
 OK0626_MARKER: DS = TRIANGULATION STATION DISK
 OK0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0626
 OK0626  HISTORY     - Date     Condition        Report By
 OK0626  HISTORY     - 1932     MONUMENTED       CGS
 OK0626  HISTORY     - 1980     GOOD             MIDH
 OK0626
 OK0626                          STATION DESCRIPTION
 OK0626
 OK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0626'ABOUT 20 MILES EAST OF
 OK0626'MUSKEGON, 3 MILES
 OK0626'NORTHWEST OF CASNOVIA, IN NW 1/4 SEC. 15, T. 10 N., R. 13 W.,
 OK0626'CASNOVIA TOWNSHIP, ON LAND OWNED BY
 OK0626'FLOYD BULL, 2 FEET SOUTH OF EAST-WEST FENCE
 OK0626'LINE WHICH FORMS SOUTH BOUNDARY OF WOODS AND NORTH
 OK0626'BOUNDARY OF CLEARING, ABOUT
 OK0626'150 YARDS WEST OF NORTH-SOUTH FENCE LINE, 20 YARDS EAST OF WEST EDGE
 OK0626'OF CLEARING, AND ON HIGHEST
 OK0626'GROUND IN VICINITY.  TO REACH FROM MUSKEGON, GO EAST 23 MILES ON
 OK0626'ROUTE M-46 TO JUNCTION WITH ROUTE
 OK0626'M-37 ABOUT 1 MILE WEST OF CASNOVIA, GO
 OK0626'NORTH 2.0 MILES ON ROUTE M-37 TO GRAVEL ROAD LEADING
 OK0626'WEST FROM CURVE JUST WEST
 OK0626'OF BRIDGE OVER RAILROAD, TURN WEST, FOLLOW GRAVEL ROAD 1.35 MILES TO
 OK0626'BULLS FARM (GRAY HOUSE ON
 OK0626'NORTH, RED BARN ON SOUTH), AND FOLLOW LANE SOUTH PAST BARN 0.4
 OK0626'MILE TO STATION SITE IN CLEARING
 OK0626'IN WOODED TRACT.  SURFACE AND UNDERGROUND MARKS
 OK0626'ARE STANDARD STATION DISKS IN CONCRETE.
 OK0626'UPPERMARK PROJECTS 5
 OK0626'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 OK0626'IN CONCRETE.  REFERENCE MARK NO.
 OK0626'1 PROJECTS 5 INCHES, IS 1 FOOT SOUTH OF EAST-WEST FENCE LINE, 120
 OK0626'YARDS WEST OF NORTH-SOUTH FENCE
 OK0626'LINE, AND 80.33 FEET FROM STATION S 89 DEG. 25 MIN. E.
 OK0626'NO. 2 PROJECTS 4 INCHES, IS IN SOUTH EDGE OF
 OK0626'CLEARING, ABOUT 25 YARDS EAST OF WEST
 OK0626'EDGE OF CLEARING, AND 118.68 FEET FROM STATION S 10 DEG. 03 MIN. E.
 OK0626'THE AZIMUTH MARK IS
 OK0626'APPROXIMATELY 20 FEET WEST OF CENTER LINE OF NORTH-SOUTH SECTION-LINE
 OK0626'GRAVEL ROAD, ABOUT EQUIDISTANT
 OK0626'BETWEEN 2 APPLE TREES IN NORTH-SOUTH FENCE LINE, 100 FEET SOUTH OF
 OK0626'EAST-WEST FENCE LINE, 200 FEET NORTH
 OK0626'OF LARGE RED BARN, AND APPROXIMATELY 0.7 MILE
 OK0626'FROM STATION S 85 DEG. 44 MIN. E.
 OK0626
 OK0626                          STATION RECOVERY (1980)
 OK0626
 OK0626'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0626'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 OK0626'GOOD CONDITION.  THE CLEARING STATED IN THE ORIGINAL DESCRIPTION IS
 OK0626'GONE AND THE STATION AREA IS HEAVY WOODS AND VINES.  A METAL WITNESS
 OK0626'POST WAS PLACED NEAR THE STATION.  THE STATION IS 170 FEET SOUTH FROM
 OK0626'THE NORTH WOODS LINE.
 OK0626'
 OK0626'THE AZIMUTH MARK WAS FOUND LAYING ON THE GROUND SURFACE AND SHOULD
 OK0626'BE CONSIDERED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1571 ***********************************************************************
 RL1571  DESIGNATION -  CASPIAN WIKB RADIO MAST
 RL1571  PID         -  RL1571
 RL1571  STATE/COUNTY-  MI/IRON
 RL1571  USGS QUAD   -  IRON RIVER (1944)
 RL1571
 RL1571                         *CURRENT SURVEY CONTROL
 RL1571  ___________________________________________________________________
 RL1571* NAD 83(1994)-  46 03 53.28863(N)    088 38 18.66696(W)     ADJUSTED  
 RL1571* NAVD 88     -                                                        
 RL1571  ___________________________________________________________________
 RL1571  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 RL1571  GEOID HEIGHT-         -32.18  (meters)                     GEOID03
 RL1571
 RL1571  HORZ ORDER  -  THIRD
 RL1571
 RL1571.The horizontal coordinates were established by classical geodetic methods
 RL1571.and adjusted by the National Geodetic Survey in February 1997..
 RL1571
 RL1571
 RL1571.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1571
 RL1571.The geoid height was determined by GEOID03.
 RL1571
 RL1571;                    North         East     Units Scale Factor Converg.
 RL1571;SPC MI N     -   143,737.658 7,873,243.609   MT  0.99991021   -1 11 03.5
 RL1571;SPC MI N     -   471,580.24 25,830,851.74   iFT  0.99991021   -1 11 03.5
 RL1571;UTM  16      - 5,102,552.579   373,274.526   MT  0.99979742   -1 10 48.3
 RL1571
 RL1571                          SUPERSEDED SURVEY CONTROL
 RL1571
 RL1571  NAD 83(1994)-  46 03 53.28865(N)    088 38 18.66605(W) AD(       ) 4
 RL1571  NAD 83(1986)-  46 03 53.28491(N)    088 38 18.65217(W) AD(       ) 4
 RL1571  NAD 27      -  46 03 53.44300(N)    088 38 18.17600(W) AD(       ) 3
 RL1571
 RL1571.Superseded values are not recommended for survey control.
 RL1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1571.See file dsdata.txt to determine how the superseded data were derived.
 RL1571
 RL1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7327502553(NAD 83)
 RL1571_MARKER: 42 = RADIO/TV MAST
 RL1571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1571+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 RL1571
 RL1571  HISTORY     - Date     Condition        Report By
 RL1571  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1571  HISTORY     - 20020614 GOOD             USPSQD
 RL1571
 RL1571                          STATION DESCRIPTION
 RL1571
 RL1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1571'THE STATION IS LOCATED IN CASPIAN.  IT IS OF STEEL CONSTRUCTION
 RL1571'SET ON A CONCRETE FOUNDATION, PAINTED RED AND WHITE, AND IS
 RL1571'ABOUT 180 FEET HIGH.
 RL1571'
 RL1571'THE POINT INTERSECTED WAS THE LIGHT ON TOP.
 RL1571'
 RL1571'TO REACH THE STATION FROM THE RAILROAD STATION IN CASPIAN,
 RL1571'GO WESTERLY ON CASPAIN AVENUE FOR 0.3 MILE TO TOP OF HILL AND
 RL1571'RADIO MAST ON LEFT.
 RL1571
 RL1571                          STATION RECOVERY (2002)
 RL1571
 RL1571'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0925 ***********************************************************************
 OJ0925  DESIGNATION -  CASS
 OJ0925  PID         -  OJ0925
 OJ0925  STATE/COUNTY-  MI/TUSCOLA
 OJ0925  USGS QUAD   -  CASS CITY (1963)
 OJ0925
 OJ0925                         *CURRENT SURVEY CONTROL
 OJ0925  ___________________________________________________________________
 OJ0925* NAD 83(1994)-  43 36 35.46945(N)    083 10 27.91073(W)     ADJUSTED  
 OJ0925* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 OJ0925  ___________________________________________________________________
 OJ0925  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 OJ0925  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OJ0925
 OJ0925  HORZ ORDER  -  FIRST
 OJ0925
 OJ0925.The horizontal coordinates were established by classical geodetic methods
 OJ0925.and adjusted by the National Geodetic Survey in February 1997..
 OJ0925
 OJ0925.The orthometric height was scaled from a topographic map.
 OJ0925
 OJ0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0925
 OJ0925.The geoid height was determined by GEOID03.
 OJ0925
 OJ0925;                    North         East     Units Scale Factor Converg.
 OJ0925;SPC MI S     -   235,047.681 4,096,245.506   MT  0.99998693   +0 48 40.9
 OJ0925;SPC MI S     -   771,153.81 13,439,125.68   iFT  0.99998693   +0 48 40.9
 OJ0925;UTM  17      - 4,830,838.698   324,527.426   MT  0.99997874   -1 30 00.6
 OJ0925
 OJ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0925!SPC MI S     -   0.99996743  x   0.99998693  =   0.99995436
 OJ0925!UTM  17      -   0.99996743  x   0.99997874  =   0.99994617
 OJ0925
 OJ0925:                Primary Azimuth Mark                     Grid Az
 OJ0925:SPC MI S     -  CASS AZ MK                               010 22 25.8
 OJ0925:UTM  17      -  CASS AZ MK                               012 41 07.3
 OJ0925
 OJ0925|---------------------------------------------------------------------|
 OJ0925| PID    Reference Object                     Distance      Geod. Az  |
 OJ0925|                                                           dddmmss.s |
 OJ0925| CH0882 CASS AZ MK                                         0111106.7 |
 OJ0925| CH0883 CASS RM 1                            52.731 METERS 08501     |
 OJ0925| OJ0924 CASS CITY MUNICIPAL TANK            APPROX. 1.3 KM 2041616.7 |
 OJ0925| CH0884 CASS RM 2                            31.081 METERS 23004     |
 OJ0925|---------------------------------------------------------------------|
 OJ0925
 OJ0925                          SUPERSEDED SURVEY CONTROL
 OJ0925
 OJ0925  NAD 83(1986)-  43 36 35.45923(N)    083 10 27.94001(W) AD(       ) 1
 OJ0925  NAD 27      -  43 36 35.39309(N)    083 10 28.13966(W) AD(       ) 1
 OJ0925
 OJ0925.Superseded values are not recommended for survey control.
 OJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0925.See file dsdata.txt to determine how the superseded data were derived.
 OJ0925
 OJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2452730839(NAD 83)
 OJ0925_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0925
 OJ0925  HISTORY     - Date     Condition        Report By
 OJ0925  HISTORY     - 1932     MONUMENTED       CGS
 OJ0925  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ0925  HISTORY     - 1968     SEE DESCRIPTION  USGS
 OJ0925  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OJ0925  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0925
 OJ0925                          STATION DESCRIPTION
 OJ0925
 OJ0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ0925'ABOUT 0.6 MILE NORTH OF MAIN CORNER OF CASS CITY, IN NW 1/4 SEC. 27,
 OJ0925'T. 14 N., R. 11 E., ON LAND OWNED BY J.E.
 OJ0925'SEEDS, 106 FEET EAST OF CENTER LINE OF NORTH-AND-SOUTH GRAVEL
 OJ0925'SECTION-LINE ROAD WHICH GOES NORTH FROM
 OJ0925'MAIN CORNER OF CASS CITY, IN BARNYARD, 8 FEET SOUTH OF EAST-AND-WEST
 OJ0925'FENCE LINE, 55 FEET NORTH OF CENTER OF
 OJ0925'WELL SHAFT, AND 99 FEET WEST OF NORTHWEST
 OJ0925'CORNER OF CONCRETE FOUNDATION OF LARGE BARN.  SURFACE AND
 OJ0925'UNDERGROUND MARKS
 OJ0925'ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 OJ0925'MARK PROJECTS 4 INCHES.
 OJ0925'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 OJ0925'CONCRETE, NOTE 11A.  NO. 1 PROJECTS 8
 OJ0925'INCHES, IS IN NORTHEAST FENCE CORNER OF BARN
 OJ0925'LOT, 47 FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE
 OJ0925'FOUNDATION OF BARN, AND
 OJ0925'APPROXIMATELY 173 FEET FROM STATION IN AZIMUTH 265 DEG. 01 MIN.  NO.
 OJ0925'2 IS 1 FOOT EAST OF EAST RIGHT-OF-WAY
 OJ0925'FENCE OF SECTION-LINE ROAD, 26 FEET EAST OF CENTER LINE OF SAME
 OJ0925'ROAD, 14 FEET NORTH OF SMALL MAPLE
 OJ0925'TREE, AND 101.97 FEET FROM STATION IN AZIMUTH
 OJ0925'50 DEG. 04 MIN.  AZIMUTH MARK PROJECTS 6 INCHES, IS
 OJ0925'0.1 MILE EAST OF CROSSROADS, 3 FEET
 OJ0925'NORTH OF SOUTH RIGHT-OF-WAY FENCE OF EAST-AND-WEST GRAVEL ROAD, 23
 OJ0925'FEET SOUTH OF CENTER LINE OF
 OJ0925'SAME ROAD, 3 FEET WEST OF TELEPHONE POLE, 29 FEET EAST OF 18-INCH
 OJ0925'BEECH TREE, ABOUT 100 YARDS WEST
 OJ0925'OF YELLOW FARMHOUSE, AND APPROXIMATELY 0.4
 OJ0925'MILE FROM STATION IN AZIMUTH 191 DEG. 11 MIN. 05
 OJ0925'SEC.  AZIMUTH FROM STATION TO CASS CITY,
 OJ0925'NESTLES FOOD CO., SMALL TANK, DISTANT 1 MILE, IS 37 DEG. 59 MIN. 16
 OJ0925'SEC.
 OJ0925
 OJ0925                          STATION RECOVERY (1958)
 OJ0925
 OJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ0925'STATION WAS SEARCHED FOR BUT NOT FOUND, MAY BE DESTROYED.  AREA
 OJ0925'AROUND BARN HAS BEEN
 OJ0925'CHANGED.  ONLY MARK FOUND WAS THE AZIMUTH MARK.
 OJ0925
 OJ0925                          STATION RECOVERY (1968)
 OJ0925
 OJ0925'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 OJ0925'NEW SCHOOL HAS BEEN BUILT NEAR STATION SITE.
 OJ0925'
 OJ0925'STATION NOT FOUND AFTER EXTENSIVE SEARCH, PROBABLY HAS BEEN
 OJ0925'DESTROYED.
 OJ0925
 OJ0925                          STATION RECOVERY (1980)
 OJ0925
 OJ0925'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0925'THE STATION WAS NOT LOCATED.
 OJ0925
 OJ0925                          STATION RECOVERY (1999)
 OJ0925
 OJ0925'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0925'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0551 ***********************************************************************
 OJ0551  DESIGNATION -  CASS AVE USLS
 OJ0551  PID         -  OJ0551
 OJ0551  STATE/COUNTY-  MI/BAY
 OJ0551  USGS QUAD   -  BAY CITY (1973)
 OJ0551
 OJ0551                         *CURRENT SURVEY CONTROL
 OJ0551  ___________________________________________________________________
 OJ0551* NAD 83(1986)-  43 33 54.     (N)    083 54 12.     (W)     SCALED    
 OJ0551* NAVD 88     -       178.611  (meters)     585.99   (feet)  ADJUSTED  
 OJ0551  ___________________________________________________________________
 OJ0551  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0551  DYNAMIC HT  -         178.576 (meters)     585.88  (feet)  COMP
 OJ0551  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 OJ0551
 OJ0551  VERT ORDER  -  FIRST     CLASS 0
 OJ0551
 OJ0551.The horizontal coordinates were scaled from a topographic map and have
 OJ0551.an estimated accuracy of +/- 6 seconds.
 OJ0551
 OJ0551.The orthometric height was determined by differential leveling
 OJ0551.and adjusted by the National Geodetic Survey in June 1991..
 OJ0551
 OJ0551.The geoid height was determined by GEOID03.
 OJ0551
 OJ0551.The dynamic height is computed by dividing the NAVD 88
 OJ0551.geopotential number by the normal gravity value computed on the
 OJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0551.degrees latitude (g = 980.6199 gals.).
 OJ0551
 OJ0551.The modeled gravity was interpolated from observed gravity values.
 OJ0551
 OJ0551;                    North         East    Units  Estimated Accuracy
 OJ0551;SPC MI S     -   229,490.    4,037,430.      MT  (+/- 180 meters Scaled)
 OJ0551
 OJ0551                          SUPERSEDED SURVEY CONTROL
 OJ0551
 OJ0551  NGVD 29 (??/??/92)  178.757  (m)          586.47   (f) ADJ UNCH    1 0
 OJ0551
 OJ0551.Superseded values are not recommended for survey control.
 OJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0551.See file dsdata.txt to determine how the superseded data were derived.
 OJ0551
 OJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ655276(NAD 83)
 OJ0551_MARKER: X = CHISELED CROSS
 OJ0551_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0551_SP_SET: CURB
 OJ0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0551
 OJ0551  HISTORY     - Date     Condition        Report By
 OJ0551  HISTORY     - 1912     MONUMENTED       USLS
 OJ0551  HISTORY     - 1976     GOOD             NOS
 OJ0551  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0551
 OJ0551                          STATION DESCRIPTION
 OJ0551
 OJ0551'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0551'IN BAY.
 OJ0551'ON THE EAST SIDE OF THE RIVER, ON THE NORTH SIDE OF CASS AVE.,
 OJ0551'BETWEEN HARRISON ST., AND THE RIVER, 15.4 FT. EAST OF THE EAST RAIL OF
 OJ0551'THE PENN CENTRAL RAILRAOD TRACK, 7.1 FT. EAST OF THE EAST END OF STORM
 OJ0551'SEWER INLET, BEING HIGHEST POINT ON TOP OF CURB OVER CROSS CUT IN THE
 OJ0551'CONCRETE.
 OJ0551
 OJ0551                          STATION RECOVERY (1983)
 OJ0551
 OJ0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0254 ***********************************************************************
 OJ0254  DESIGNATION -  CASS CITY 1934
 OJ0254  PID         -  OJ0254
 OJ0254  STATE/COUNTY-  MI/TUSCOLA
 OJ0254  USGS QUAD   -  CASS CITY (1963)
 OJ0254
 OJ0254                         *CURRENT SURVEY CONTROL
 OJ0254  ___________________________________________________________________
 OJ0254* NAD 83(1986)-  43 35 58.     (N)    083 10 51.     (W)     SCALED    
 OJ0254* NAVD 88     -       226.231  (meters)     742.23   (feet)  ADJUSTED  
 OJ0254  ___________________________________________________________________
 OJ0254  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 OJ0254  DYNAMIC HT  -         226.190 (meters)     742.09  (feet)  COMP
 OJ0254  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OJ0254
 OJ0254  VERT ORDER  -  SECOND    CLASS 0
 OJ0254
 OJ0254.The horizontal coordinates were scaled from a topographic map and have
 OJ0254.an estimated accuracy of +/- 6 seconds.
 OJ0254
 OJ0254.The orthometric height was determined by differential leveling
 OJ0254.and adjusted by the National Geodetic Survey in June 1991..
 OJ0254
 OJ0254.The geoid height was determined by GEOID03.
 OJ0254
 OJ0254.The dynamic height is computed by dividing the NAVD 88
 OJ0254.geopotential number by the normal gravity value computed on the
 OJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0254.degrees latitude (g = 980.6199 gals.).
 OJ0254
 OJ0254.The modeled gravity was interpolated from observed gravity values.
 OJ0254
 OJ0254;                    North         East    Units  Estimated Accuracy
 OJ0254;SPC MI S     -   233,880.    4,095,740.      MT  (+/- 180 meters Scaled)
 OJ0254
 OJ0254                          SUPERSEDED SURVEY CONTROL
 OJ0254
 OJ0254  NGVD 29 (??/??/92)  226.366  (m)          742.67   (f) ADJ UNCH    2 0
 OJ0254
 OJ0254.Superseded values are not recommended for survey control.
 OJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0254.See file dsdata.txt to determine how the superseded data were derived.
 OJ0254
 OJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ239296(NAD 83)
 OJ0254_MARKER: DB = BENCH MARK DISK
 OJ0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0254_SP_SET: WATER TANK BASE
 OJ0254_STAMPING: CASS CITY 1934
 OJ0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0254
 OJ0254  HISTORY     - Date     Condition        Report By
 OJ0254  HISTORY     - 1934     MONUMENTED       CGS
 OJ0254  HISTORY     - 1971     GOOD             NGS
 OJ0254  HISTORY     - 19990530 GOOD             USPSQD
 OJ0254
 OJ0254                          STATION DESCRIPTION
 OJ0254
 OJ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 OJ0254'AT CASS CITY.
 OJ0254'THE MARK IS LOCATED AT THE WEST EDGE OF CASS CITY, SET IN THE
 OJ0254'NORTHEAST CORNER OF A 3 X 3 FOOT CONCRETE BASE OF OLD WATER
 OJ0254'TANK WHICH PROJECTS ABOUT 8 INCHES, 33 FEET SOUTH OF THE
 OJ0254'CENTERLINE OF PINE STREET, 7 FEET WEST OF A FENCE CORNER, ABOUT
 OJ0254'150 FEET SOUTH OF HOUSE AT 6265 PINE ST., ABOUT 250 FEET EAST OF
 OJ0254'RAILROAD TRACK AND ABOUT 300 FEET WEST OF THE INTERSECTION OF
 OJ0254'PINE AND BROOKER STREETS.
 OJ0254
 OJ0254                          STATION RECOVERY (1999)
 OJ0254
 OJ0254'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5356 ***********************************************************************
 DF5356  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5356  DESIGNATION -  CASS CITY CORS ARP
 DF5356  CORS_ID     -  CASS
 DF5356  PID         -  DF5356
 DF5356  STATE/COUNTY-  MI/TUSCOLA
 DF5356  USGS QUAD   -  CASS CITY (1963)
 DF5356
 DF5356                         *CURRENT SURVEY CONTROL
 DF5356  ___________________________________________________________________
 DF5356* NAD 83(CORS)-  43 36 06.99138(N)    083 09 40.07878(W)     ADJUSTED  
 DF5356* NAVD 88     -                                                        
 DF5356  ___________________________________________________________________
 DF5356  EPOCH DATE  -        2002.00
 DF5356  X           -     550,880.260 (meters)                     COMP
 DF5356  Y           -  -4,593,316.146 (meters)                     COMP
 DF5356  Z           -   4,376,307.001 (meters)                     COMP
 DF5356  ELLIP HEIGHT-         197.93  (meters)          (05/??/03) GPS OBS
 DF5356  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DF5356
 DF5356  HORZ ORDER  -  SPECIAL (CORS)
 DF5356  ELLP ORDER  -  SPECIAL (CORS)
 DF5356
 DF5356.ITRF positions are available for this station.
 DF5356.The coordinates were established by GPS observations
 DF5356.and adjusted by the National Geodetic Survey in May 2003..
 DF5356.The coordinates are valid at the epoch date displayed above.
 DF5356.The epoch date for horizontal control is a decimal equivalence
 DF5356.of Year/Month/Day.
 DF5356
 DF5356
 DF5356.The PID for the CORS L1 Phase Center is DG4071.
 DF5356
 DF5356.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5356
 DF5356.The ellipsoidal height was determined by GPS observations
 DF5356.and is referenced to NAD 83.
 DF5356
 DF5356.The geoid height was determined by GEOID03.
 DF5356
 DF5356;                    North         East     Units Scale Factor Converg.
 DF5356;SPC MI S     -   234,184.156 4,097,330.598   MT  0.99998519   +0 49 13.4
 DF5356;SPC MI S     -   768,320.72 13,442,685.69   iFT  0.99998519   +0 49 13.4
 DF5356
 DF5356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5356!SPC MI S     -   0.99996896  x   0.99998519  =   0.99995415
 DF5356
 DF5356                          SUPERSEDED SURVEY CONTROL
 DF5356
 DF5356.No superseded survey control is available for this station.
 DF5356
 DF5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2557729932(NAD 83)
 DF5356_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5356
 DF5356                          STATION DESCRIPTION
 DF5356
 DF5356'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5356'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5356'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5356'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5356'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5356'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4071 ***********************************************************************
 DG4071  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4071  DESIGNATION -  CASS CITY CORS L1 PHASE CENTER
 DG4071  CORS_ID     -  CASS
 DG4071  PID         -  DG4071
 DG4071  STATE/COUNTY-  MI/TUSCOLA
 DG4071  USGS QUAD   -  CASS CITY (1963)
 DG4071
 DG4071                         *CURRENT SURVEY CONTROL
 DG4071  ___________________________________________________________________
 DG4071* NAD 83(CORS)-  43 36 06.99146(N)    083 09 40.07872(W)     ADJUSTED  
 DG4071* NAVD 88     -                                                        
 DG4071  ___________________________________________________________________
 DG4071  EPOCH DATE  -        2002.00
 DG4071  X           -     550,880.269 (meters)                     COMP
 DG4071  Y           -  -4,593,316.216 (meters)                     COMP
 DG4071  Z           -   4,376,307.071 (meters)                     COMP
 DG4071  ELLIP HEIGHT-         198.03  (meters)          (05/??/03) GPS OBS
 DG4071  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 DG4071
 DG4071  HORZ ORDER  -  SPECIAL (CORS)
 DG4071  ELLP ORDER  -  SPECIAL (CORS)
 DG4071
 DG4071.ITRF positions are available for this station.
 DG4071.The coordinates were established by GPS observations
 DG4071.and adjusted by the National Geodetic Survey in May 2003..
 DG4071.The coordinates are valid at the epoch date displayed above.
 DG4071.The epoch date for horizontal control is a decimal equivalence
 DG4071.of Year/Month/Day.
 DG4071
 DG4071
 DG4071.The PID for the CORS ARP is DF5356.
 DG4071
 DG4071.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4071
 DG4071.The ellipsoidal height was determined by GPS observations
 DG4071.and is referenced to NAD 83.
 DG4071
 DG4071.The geoid height was determined by GEOID03.
 DG4071
 DG4071;                    North         East     Units Scale Factor Converg.
 DG4071;SPC MI S     -   234,184.158 4,097,330.599   MT  0.99998519   +0 49 13.4
 DG4071;SPC MI S     -   768,320.73 13,442,685.69   iFT  0.99998519   +0 49 13.4
 DG4071
 DG4071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4071!SPC MI S     -   0.99996895  x   0.99998519  =   0.99995414
 DG4071
 DG4071                          SUPERSEDED SURVEY CONTROL
 DG4071
 DG4071.No superseded survey control is available for this station.
 DG4071
 DG4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2557729932(NAD 83)
 DG4071_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4071
 DG4071                          STATION DESCRIPTION
 DG4071
 DG4071'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4071'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4071'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4071'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4071'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4071'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0819 ***********************************************************************
 RJ0819  DESIGNATION -  CASS IBC 1943
 RJ0819  PID         -  RJ0819
 RJ0819  STATE/COUNTY-  MI/CHIPPEWA
 RJ0819  USGS QUAD   -  PAYMENT (1976)
 RJ0819
 RJ0819                         *CURRENT SURVEY CONTROL
 RJ0819  ___________________________________________________________________
 RJ0819* NAD 83(1994)-  46 30 05.48617(N)    084 14 57.76851(W)     ADJUSTED  
 RJ0819* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0819  ___________________________________________________________________
 RJ0819  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 RJ0819  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0819
 RJ0819  HORZ ORDER  -  THIRD
 RJ0819
 RJ0819.The horizontal coordinates were established by classical geodetic methods
 RJ0819.and adjusted by the National Geodetic Survey in February 1997..
 RJ0819
 RJ0819.The orthometric height was scaled from a topographic map.
 RJ0819
 RJ0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0819
 RJ0819.The geoid height was determined by GEOID03.
 RJ0819
 RJ0819;                    North         East     Units Scale Factor Converg.
 RJ0819;SPC MI N     -   194,630.055 8,211,077.436   MT  0.99990994   +1 59 17.2
 RJ0819;SPC MI N     -   638,550.05 26,939,230.43   iFT  0.99990994   +1 59 17.2
 RJ0819;SPC MI C     -   353,954.275 6,009,005.527   MT  1.00028478   +0 04 58.3
 RJ0819;SPC MI C     - 1,161,267.31 19,714,585.06   iFT  1.00028478   +0 04 58.3
 RJ0819;UTM  16      - 5,153,448.906   711,050.205   MT  1.00014754   +1 59 45.6
 RJ0819
 RJ0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0819!SPC MI N     -   0.99997816  x   0.99990994  =   0.99988811
 RJ0819!SPC MI C     -   0.99997816  x   1.00028478  =   1.00026294
 RJ0819!UTM  16      -   0.99997816  x   1.00014754  =   1.00012570
 RJ0819
 RJ0819:                Primary Azimuth Mark                     Grid Az
 RJ0819:SPC MI N     -  BRASSAR IBC 1943                         024 10 46.6
 RJ0819:SPC MI C     -  BRASSAR IBC 1943                         026 05 05.5
 RJ0819:UTM  16      -  BRASSAR IBC 1943                         024 10 18.2
 RJ0819
 RJ0819|---------------------------------------------------------------------|
 RJ0819| PID    Reference Object                     Distance      Geod. Az  |
 RJ0819|                                                           dddmmss.s |
 RJ0819| RJ0815 BRASSAR IBC 1943                    APPROX. 0.5 KM 0261003.8 |
 RJ0819| RJ0820 29 USLS                              11.444 METERS 19205     |
 RJ0819| RJ0994 ROY IBC 1943                        APPROX. 1.1 KM 2183559.6 |
 RJ0819|---------------------------------------------------------------------|
 RJ0819
 RJ0819                          SUPERSEDED SURVEY CONTROL
 RJ0819
 RJ0819  NAD 83(1986)-  46 30 05.47229(N)    084 14 57.78636(W) AD(       ) 3
 RJ0819  NAD 27      -  46 30 05.39600(N)    084 14 57.65300(W) AD(       ) 3
 RJ0819
 RJ0819.Superseded values are not recommended for survey control.
 RJ0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0819.See file dsdata.txt to determine how the superseded data were derived.
 RJ0819
 RJ0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1105053449(NAD 83)
 RJ0819_MARKER: H = DRILL HOLE
 RJ0819_SETTING: 80 = SET IN A BOULDER
 RJ0819_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 RJ0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0819+STABILITY: SURFACE MOTION
 RJ0819
 RJ0819  HISTORY     - Date     Condition        Report By
 RJ0819  HISTORY     - 1943     MONUMENTED       IBC
 RJ0819  HISTORY     - 1958     GOOD             IBC
 RJ0819
 RJ0819                          STATION DESCRIPTION
 RJ0819
 RJ0819'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0819'ON SUGAR ISLAND, 2-1/2 MILES DOWNSTREAM FROM TOPSAIL ISLAND, NEAR N
 RJ0819'SIDE OF CASS POINT.  IN 1943 IT WAS OPPOSITE AN OLD WRECKED RIVER
 RJ0819'BOAT (WHICH IS 40 FEET OFFSHORE), ON OPEN GROUND AND ABOUT 20 FEET
 RJ0819'BACK FROM AND 4 FEET ABOVE THE HIGH - WATER MARK.
 RJ0819'
 RJ0819'STATION MARK IS A SHALLOW 1/2 INCH DRILL HOLE WITH TRIANGLE CUT
 RJ0819'AROUND IT IN A FLAT ROCK SHOWING A HALF CIRCLE EXPOSED ABOVE THE
 RJ0819'GROUND.  THERE ARE HOUSE NE AND SE OF THE GROUND.
 RJ0819'
 RJ0819'STATION 29 (U S L S) IS 37.55 FEET FROM STATION, S 12 DEG 05 MIN W.
 RJ0819
 RJ0819                          STATION RECOVERY (1958)
 RJ0819
 RJ0819'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3276 ***********************************************************************
 ME3276  CBN         -  This is a Cooperative Base Network Control Station.
 ME3276  PACS        -  This is a Primary Airport Control Station.
 ME3276  DESIGNATION -  CASSPORT
 ME3276  PID         -  ME3276
 ME3276  STATE/COUNTY-  MI/CASS
 ME3276  USGS QUAD   -  DOWAGIAC (1981)
 ME3276
 ME3276                         *CURRENT SURVEY CONTROL
 ME3276  ___________________________________________________________________
 ME3276* NAD 83(1994)-  41 59 38.50008(N)    086 07 19.29223(W)     ADJUSTED  
 ME3276* NAVD 88     -       226.63   (meters)     743.5    (feet)  GPS OBS   
 ME3276  ___________________________________________________________________
 ME3276  X           -     321,087.611 (meters)                     COMP
 ME3276  Y           -  -4,736,716.163 (meters)                     COMP
 ME3276  Z           -   4,245,240.168 (meters)                     COMP
 ME3276  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 ME3276  ELLIP HEIGHT-         193.29  (meters)          (07/12/02) GPS OBS
 ME3276  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 ME3276  OBS GRAVITY -     980,284.1   (mgal)                       GRAV_OBS
 ME3276
 ME3276  HORZ ORDER  -  B
 ME3276  ELLP ORDER  -  FOURTH    CLASS II
 ME3276
 ME3276.This mark is at Dowagiac Airport (C91)
 ME3276
 ME3276.The horizontal coordinates were established by GPS observations
 ME3276.and adjusted by the National Geodetic Survey in September 1995..
 ME3276
 ME3276.The orthometric height was determined by GPS observations and a
 ME3276.high-resolution geoid model.
 ME3276
 ME3276.GPS derived orthometric heights for airport stations designated as
 ME3276.PACS or SACS are published to 2 decimal places.  This maintains
 ME3276.centimeter relative accuracy between the PACS and SACS.  It does
 ME3276.not indicate centimeter accuracy relative to other marks which are
 ME3276.part of the NAVD 88 network.
 ME3276
 ME3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3276
 ME3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3276
 ME3276.The ellipsoidal height was determined by GPS observations
 ME3276.and is referenced to NAD 83.
 ME3276
 ME3276.The geoid height was determined by GEOID03.
 ME3276.The observed gravity was obtained from relative gravimeter ties
 ME3276.to the IGSN71 gravity network.
 ME3276
 ME3276;                    North         East     Units Scale Factor Converg.
 ME3276;SPC MI S     -    56,392.849 3,854,560.219   MT  1.00002677   -1 11 40.5
 ME3276;SPC MI S     -   185,015.91 12,646,194.94   iFT  1.00002677   -1 11 40.5
 ME3276;UTM  16      - 4,649,485.920   572,718.852   MT  0.99966507   +0 35 14.8
 ME3276
 ME3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3276!SPC MI S     -   0.99996968  x   1.00002677  =   0.99999645
 ME3276!UTM  16      -   0.99996968  x   0.99966507  =   0.99963477
 ME3276
 ME3276:                Primary Azimuth Mark                     Grid Az
 ME3276:SPC MI S     -  CASSPORT AZ MK                           270 55 33.6
 ME3276:UTM  16      -  CASSPORT AZ MK                           269 08 38.3
 ME3276
 ME3276|---------------------------------------------------------------------|
 ME3276| PID    Reference Object                     Distance      Geod. Az  |
 ME3276|                                                           dddmmss.s |
 ME3276| ME3277 CASSPORT AZ MK                      APPROX. 0.5 KM 2694353.1 |
 ME3276|---------------------------------------------------------------------|
 ME3276
 ME3276                          SUPERSEDED SURVEY CONTROL
 ME3276
 ME3276  ELLIP H (09/20/95)  193.31   (m)                       GP(       ) 1 2
 ME3276  NAD 83(1986)-  41 59 38.50277(N)    086 07 19.30367(W) AD(       ) 1
 ME3276  NAD 83(1986)-  41 59 38.49706(N)    086 07 19.31437(W) AD(       ) 3
 ME3276  NGVD 29 (03/27/91)  226.8    (m)          744.     (f) GPS OBS        
 ME3276
 ME3276.Superseded values are not recommended for survey control.
 ME3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3276.See file dsdata.txt to determine how the superseded data were derived.
 ME3276
 ME3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7271949486(NAD 83)
 ME3276_MARKER: I = METAL ROD
 ME3276_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3276_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3276_STAMPING: CASSPORT 1989
 ME3276_MARK LOGO: NGS   
 ME3276_PROJECTION: FLUSH
 ME3276_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3276+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1998
 ME3276_ROD/PIPE-DEPTH: 13.4 meters
 ME3276_SLEEVE-DEPTH  : 0.9 meters
 ME3276
 ME3276  HISTORY     - Date     Condition        Report By
 ME3276  HISTORY     - 1989     MONUMENTED       NGS
 ME3276  HISTORY     - 19910715 GOOD             NGS
 ME3276  HISTORY     - 19940913 GOOD             NGS
 ME3276  HISTORY     - 19950728 GOOD             LOCENG
 ME3276  HISTORY     - 19950728 GOOD             LOCENG
 ME3276  HISTORY     - 19970805 GOOD             NGS
 ME3276  HISTORY     - 19980810 GOOD             JCLS
 ME3276  HISTORY     - 20001024 GOOD             MI-159
 ME3276
 ME3276                          STATION DESCRIPTION
 ME3276
 ME3276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ME3276'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST-NORTHWEST OF
 ME3276'DOWAGIAC, AT THE DOWAGIAC CASS COUNTY MEMORIAL AIRPORT, ALONG THE
 ME3276'NORTH EDGE, NEAR THE EAST END OF THE PAVED RUNWAY.  OWNERSHIP---CITY
 ME3276'OF DOWAGIAC, C/O AIRPORT MANAGER MARK SHEPARD, P.O. BOX 576, DOWAGIAC
 ME3276'MI 49047.  PHONE IS (616) 782-8530.
 ME3276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 62, IN
 ME3276'DOWAGIAC, GO NORTHERLY FOR 0.8 KM (0.50 MI) ON HIGHWAY 51 TO A
 ME3276'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.60 MI)
 ME3276'ON PRARIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 ME3276'THEN NORTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO
 ME3276'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3276'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.1 KM (0.05 MI)
 ME3276'ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT NEAR RUNWAY END
 ME3276'27.
 ME3276'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 ME3276'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 13.4 METERS IN A
 ME3276'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 ME3276'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 ME3276'LOCATED 52.1 M (170.9 FT) WEST FROM THE CENTER SUPPORT LEG FOR A RED
 ME3276'STROBE LIGHT, 32.2 M (105.6 FT) NORTHWEST FROM THE NORTHEAST CORNER OF
 ME3276'THE PAVED RUNWAY AND 23.3 M (76.4 FT) NORTH FROM THE NORTH EDGE OF THE
 ME3276'PAVED RUNWAY.
 ME3276'NOTE-AIRPORT MANAGER WOULD LIKE A DAYS NOTICE BEFORE SURVEY IS DONE.
 ME3276'DESCRIBED BY K.L. FANCHER.
 ME3276'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 ME3276
 ME3276                          STATION RECOVERY (1991)
 ME3276
 ME3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ME3276'THE STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) WEST-NORTHWEST OF
 ME3276'DOWAGIAC, AT THE DOWAGIAC/CASS COUNTY MEMORIAL AIRPORT, ALONG THE
 ME3276'NORTH EDGE, NEAR THE EAST END OF THE PAVED RUNWAY.  OWNERSHIP---CITY
 ME3276'OF DOWAGIAC, C/O AIRPORT MANAGER MARK SHEPARD, P.O. BOX 576,
 ME3276'DOWAGIAC, MI. 49047.  PHONE (616) 782-8530.
 ME3276'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 62, IN
 ME3276'DOWAGIAC, GO NORTHERLY FOR 0.8 KM (0.5 MI) ON HIGHWAY 51 TO A
 ME3276'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.6 MI)
 ME3276'ON PRARIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 ME3276'THEN NORTHWEST FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO
 ME3276'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH FOR 0.1 KM (0.1 MI) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3276'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.1 KM (0.1 MI)
 ME3276'ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT NEAR RUNWAY END
 ME3276'27.
 ME3276'LOCATED 52.1 M (170.9 FT) WEST FROM THE CENTER SUPPORT LEG FOR A RED
 ME3276'STROBE LIGHT, 32.2 M (105.6 FT) NORTHWEST FROM THE NORTHEAST CORNER
 ME3276'OF THE PAVED RUNWAY AND 23.3 M (76.4 FT) NORTH FROM THE NORTH EDGE OF
 ME3276'THE PAVED RUNWAY.
 ME3276
 ME3276                          STATION RECOVERY (1994)
 ME3276
 ME3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 ME3276'NOTE--CALL IN ADVANCE (616) 782-8530 TO MAKE ARRANGEMENTS TO GET ONTO
 ME3276'AIRPORT GROUNDS.  AIRPORT MANAGER AT THIS TIME WAS JOHN AMUNDSEN.
 ME3276'STATION IS LOCATED IN QUAD 410861, ABOUT 1.2 MI (1.9 KM)
 ME3276'WEST-NORTHWEST OF DOWAGIAC, AT THE DOWAGIAC/CASS COUNTY MEMORIAL
 ME3276'AIRPORT, ALONG THE NORTH EDGE, NEAR THE EAST END OF THE PAVED RUNWAY,
 ME3276'IN THE NORTHWEST 1/4 OF SECTION 36, T 5 S, R 16 W, SILVER CREEK
 ME3276'TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 51 AND 62 IN
 ME3276'DOWAGIAC, GO NORTHERLY FOR 0.5 MI (0.8 KM) ON HIGHWAY 51 TO A
 ME3276'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 0.6 MI (1.0 KM)
 ME3276'ON PRAIRIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH THEN NORTHWEST FOR 0.1 MI (0.2 KM) ON THE AIRPORT ENTRANCE ROAD
 ME3276'TO THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3276'NORTH FOR 0.1 MI (0.2 KM) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3276'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO WEST FOR 0.1 MI (0.2 KM) ON
 ME3276'THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT NEAR RUNWAY END 27.
 ME3276'STATION IS 170.9 FT (52.1 M) WEST FROM THE CENTER SUPPORT LEG FOR A
 ME3276'REIL, 105.6 FT (32.2 M) NORTHWEST FROM THE NORTHEAST CORNER OF THE
 ME3276'PAVED RUNWAY, AND 76.4 FT (23.3 M) NORTH FROM THE NORTH EDGE OF THE
 ME3276'PAVED RUNWAY.
 ME3276
 ME3276                          STATION RECOVERY (1995)
 ME3276
 ME3276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 ME3276'RECOVERED AS DESCRIBED.
 ME3276
 ME3276                          STATION RECOVERY (1995)
 ME3276
 ME3276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 ME3276'RECOVERED AS DESCRIBED.
 ME3276
 ME3276                          STATION RECOVERY (1997)
 ME3276
 ME3276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME3276'RECOVERED AS DESCRIBED.
 ME3276
 ME3276                          STATION RECOVERY (1998)
 ME3276
 ME3276'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 ME3276'RECOVERED IN GOOD CONDITION.
 ME3276
 ME3276                          STATION RECOVERY (2000)
 ME3276
 ME3276'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 ME3276'MARK IS 75+ FT WEST OF EAST END OF RUNWAY AT END OF RUNWAY. MARKER
 ME3276'LIGHTS AND 72 FT NORTH OF NORTH EDGE OF RUNWAY PAVING AT EDGE OF CROP
 ME3276'FIELD - HAS A BLUE AND YELLOW POST BESIDE IT ON SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3277 ***********************************************************************
 ME3277  DESIGNATION -  CASSPORT AZ MK
 ME3277  PID         -  ME3277
 ME3277  STATE/COUNTY-  MI/CASS
 ME3277  USGS QUAD   -  SUMNERVILLE (1981)
 ME3277
 ME3277                         *CURRENT SURVEY CONTROL
 ME3277  ___________________________________________________________________
 ME3277* NAD 83(1994)-  41 59 38.41634(N)    086 07 43.04350(W)     ADJUSTED  
 ME3277* NAVD 88     -       224.8    (meters)     738.     (feet)  GPS OBS   
 ME3277  ___________________________________________________________________
 ME3277  X           -     320,542.203 (meters)                     COMP
 ME3277  Y           -  -4,736,753.465 (meters)                     COMP
 ME3277  Z           -   4,245,237.017 (meters)                     COMP
 ME3277  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 ME3277  ELLIP HEIGHT-         191.45  (meters)          (07/17/02) GPS OBS
 ME3277  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 ME3277
 ME3277  HORZ ORDER  -  FIRST
 ME3277  ELLP ORDER  -  FOURTH    CLASS I
 ME3277
 ME3277.This mark is at Dowagiac Airport (C91)
 ME3277
 ME3277.The horizontal coordinates were established by GPS observations
 ME3277.and adjusted by the National Geodetic Survey in February 1997..
 ME3277
 ME3277.The orthometric height was determined by GPS observations and a
 ME3277.high-resolution geoid model.
 ME3277
 ME3277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3277
 ME3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3277
 ME3277.The ellipsoidal height was determined by GPS observations
 ME3277.and is referenced to NAD 83.
 ME3277
 ME3277.The geoid height was determined by GEOID03.
 ME3277
 ME3277;                    North         East     Units Scale Factor Converg.
 ME3277;SPC MI S     -    56,401.684 3,854,013.605   MT  1.00002678   -1 11 56.6
 ME3277;SPC MI S     -   185,044.90 12,644,401.59   iFT  1.00002678   -1 11 56.6
 ME3277;UTM  16      - 4,649,477.756   572,172.425   MT  0.99966409   +0 34 58.9
 ME3277
 ME3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3277!SPC MI S     -   0.99996997  x   1.00002678  =   0.99999675
 ME3277!UTM  16      -   0.99996997  x   0.99966409  =   0.99963407
 ME3277
 ME3277:                Primary Azimuth Mark                     Grid Az
 ME3277:SPC MI S     -  CASSPORT                                 090 55 33.8
 ME3277:UTM  16      -  CASSPORT                                 089 08 38.3
 ME3277
 ME3277|---------------------------------------------------------------------|
 ME3277| PID    Reference Object                     Distance      Geod. Az  |
 ME3277|                                                           dddmmss.s |
 ME3277| ME3276 CASSPORT                            APPROX. 0.5 KM 0894337.2 |
 ME3277|---------------------------------------------------------------------|
 ME3277
 ME3277                          SUPERSEDED SURVEY CONTROL
 ME3277
 ME3277  ELLIP H (02/03/97)  191.46   (m)                       GP(       ) 4 1
 ME3277  NAD 83(1986)-  41 59 38.41901(N)    086 07 43.05492(W) AD(       ) 1
 ME3277  NAD 83(1986)-  41 59 38.41318(N)    086 07 43.06521(W) AD(       ) 3
 ME3277  NGVD 29 (03/27/91)  225.1    (m)          739.     (f) GPS OBS        
 ME3277
 ME3277.Superseded values are not recommended for survey control.
 ME3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3277.See file dsdata.txt to determine how the superseded data were derived.
 ME3277
 ME3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM7217249478(NAD 83)
 ME3277_MARKER: I = METAL ROD
 ME3277_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 ME3277_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 ME3277_STAMPING: CASSPORT AZ MK
 ME3277_MARK LOGO: NGS   
 ME3277_PROJECTION: FLUSH
 ME3277_MAGNETIC: I = MARKER IS A STEEL ROD
 ME3277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3277+SATELLITE: SATELLITE OBSERVATIONS - 1989
 ME3277_ROD/PIPE-DEPTH: 11.8 meters
 ME3277_SLEEVE-DEPTH  : 1.0 meters
 ME3277
 ME3277  HISTORY     - Date     Condition        Report By
 ME3277  HISTORY     - 1989     MONUMENTED       NGS
 ME3277
 ME3277                          STATION DESCRIPTION
 ME3277
 ME3277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 ME3277'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) WEST-NORTHWEST OF
 ME3277'DOWAGIAC, AT THE DOWAGIAC CASS COUNTY MEMORIAL AIRPORT, ALONG THE
 ME3277'NORTH EDGE, NEAR THE CENTER OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF
 ME3277'DOWAGIAC, C/O AIRPORT MANAGER MARK SHEPARD, P.O. BOX 576, DOWAGIAC MI
 ME3277'49047.  PHONE IS (616) 782-8530.
 ME3277'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 62, IN
 ME3277'DOWAGIAC, GO NORTHERLY FOR 0.8 KM (0.50 MI) ON HIGHWAY 51 TO A
 ME3277'CROSSROAD AT A STOPLIGHT.  TURN LEFT AND GO WEST FOR 1.0 KM (0.60 MI)
 ME3277'ON PRARIE RONDE STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH
 ME3277'THEN NORTHWEST FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO
 ME3277'THE APRON AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 ME3277'NORTH FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND ON A TAXIWAY TO A
 ME3277'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI)
 ME3277'ON THE CONNECTING TAXIWAY AND THE PAVED RUNWAY TO THE STATION ON THE
 ME3277'RIGHT BETWEEN THE 9TH AND 10TH RUNWAY LIGHTS WEST FROM THE EAST END OF
 ME3277'THE PAVED RUNWAY.
 ME3277'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 ME3277'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.8 METERS IN A GREASE
 ME3277'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 ME3277'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 ME3277'34.5 M (113.2 FT) NORTHWEST FROM THE 9TH RUNWAY LIGHT WEST FROM THE
 ME3277'EAST END OF THE PAVED RUNWAY, 34.3 M (112.5 FT) NORTHEAST FROM THE
 ME3277'10TH RUNWAY LIGHT WEST FROM THE EAST END OF THE PAVED RUNWAY AND 20.1
 ME3277'M (65.9 FT) NORTH FROM THE NORTH EDGE OF THE PAVED RUNWAY.
 ME3277'NOTE-AIRPORT MANAGER WANTS A DAYS NOTICE BEFORE SURVEY IS DONE.
 ME3277'DESCRIBED BY K.L. FANCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0831 ***********************************************************************
 QK0831  DESIGNATION -  CAT HEAD
 QK0831  PID         -  QK0831
 QK0831  STATE/COUNTY-  MI/LEELANAU
 QK0831  USGS QUAD   -  
 QK0831
 QK0831                         *CURRENT SURVEY CONTROL
 QK0831  ___________________________________________________________________
 QK0831* NAD 83(1994)-  45 10 58.06112(N)    085 37 05.53900(W)     ADJUSTED  
 QK0831* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 QK0831  ___________________________________________________________________
 QK0831  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 QK0831  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0831
 QK0831  HORZ ORDER  -  FIRST
 QK0831
 QK0831.The horizontal coordinates were established by classical geodetic methods
 QK0831.and adjusted by the National Geodetic Survey in February 1997..
 QK0831
 QK0831.The orthometric height was scaled from a topographic map.
 QK0831
 QK0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0831
 QK0831.The geoid height was determined by GEOID03.
 QK0831
 QK0831;                    North         East     Units Scale Factor Converg.
 QK0831;SPC MI C     -   208,123.625 5,901,646.047   MT  0.99992142   -0 53 02.7
 QK0831;SPC MI C     -   682,820.29 19,362,355.80   iFT  0.99992142   -0 53 02.7
 QK0831;UTM  16      - 5,004,185.590   608,559.667   MT  0.99974491   +0 58 49.0
 QK0831
 QK0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0831!SPC MI C     -   0.99997390  x   0.99992142  =   0.99989532
 QK0831!UTM  16      -   0.99997390  x   0.99974491  =   0.99971881
 QK0831
 QK0831:                Primary Azimuth Mark                     Grid Az
 QK0831:SPC MI C     -  BEAVER IS LIGHTHOUSE USLS                005 26 58.1
 QK0831:UTM  16      -  BEAVER IS LIGHTHOUSE USLS                003 35 06.4
 QK0831
 QK0831|---------------------------------------------------------------------|
 QK0831| PID    Reference Object                     Distance      Geod. Az  |
 QK0831|                                                           dddmmss.s |
 QK0831| QK0853 BEAVER IS LIGHTHOUSE USLS           APPROX.43.8 KM 0043355.4 |
 QK0831| CH1797 CAT HEAD RM 1                                      14753     |
 QK0831| QK0833 SWENSON                             APPROX.11.4 KM 1910835.7 |
 QK0831| CH1798 CAT HEAD RM 2                         7.410 METERS 23514     |
 QK0831| QK0834 NORTH MANITOU IS LIGHTHOUSE         APPROX.30.2 KM 2440209.3 |
 QK0831| QK0838 SOUTH FOX LIGHTHOUSE USLS           APPROX.27.7 KM 3214620.5 |
 QK0831|---------------------------------------------------------------------|
 QK0831
 QK0831                          SUPERSEDED SURVEY CONTROL
 QK0831
 QK0831  NAD 83(1986)-  45 10 58.05929(N)    085 37 05.53583(W) AD(       ) 1
 QK0831  NAD 27      -  45 10 58.07815(N)    085 37 05.16405(W) AD(       ) 1
 QK0831
 QK0831.Superseded values are not recommended for survey control.
 QK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0831.See file dsdata.txt to determine how the superseded data were derived.
 QK0831
 QK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR0856004186(NAD 83)
 QK0831_MARKER: I = METAL ROD
 QK0831_SETTING: 0 = UNSPECIFIED SETTING
 QK0831
 QK0831  HISTORY     - Date     Condition        Report By
 QK0831  HISTORY     - 1860     MONUMENTED       USLS
 QK0831  HISTORY     - 1932     GOOD             CGS
 QK0831  HISTORY     - 1954     GOOD             USGS
 QK0831  HISTORY     - 1966     GOOD             USLS
 QK0831  HISTORY     - 1980     GOOD             MIDH
 QK0831
 QK0831                          STATION DESCRIPTION
 QK0831
 QK0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HWH)
 QK0831'ON CATHEAD POINT, ABOUT 4 MILES NORTH OF NORTHPORT, IN
 QK0831'SEC. 15, T. 32 N., R. 11 W., ON LAND OWNED BY
 QK0831'L.G. GARDNER, WHO OWNS A COTTAGE 1/4 MILE EAST OF STATION.
 QK0831'
 QK0831'TO REACH THE STATION FROM NORTHPORT, GO NORTH ON LEELANAU COUNTY
 QK0831'ROUTE 633 (MACADAM ROAD) 1.6 MILES TO GRAVEL ROAD LEADING STRAIGHT
 QK0831'NORTH FROM WHERE MACADAM CURVES TO EAST, GO NORTH AND WEST ON GRAVEL
 QK0831'ROAD 1.2 MILES TO BEECH TREE WITH MAIL BOXES ON RIGHT AT ROAD FORK,
 QK0831'TURN RIGHT (NORTH) ON SANDY DIRT ROAD 1.0 MILE TO SECOND GATE WITH
 QK0831'ROAD 1.0 MILE TO SECOND GATE WITH LARGE STONE POSTS.  STATION IS ON
 QK0831'RIDGE OF HIGHEST WOODED SAND DUNE, 1/4 MILE DISTANT N 36 DEGREES
 QK0831'E FROM THIS GATE.
 QK0831'
 QK0831'MARK IS COPPER PIN IN CONCRETE BLOCK, 1 FOOT BELOW SURFACE OF GROUND.
 QK0831'
 QK0831'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  REFERENCE
 QK0831'MARK NO. 1 IS AT NORTHWEST CORNER OF OLD BARN, 1 METER (3 FEET)
 QK0831'NORTH OF NORTH END OF BARN, AND APPROXIMATELY 1/4 MILE FROM STATION
 QK0831'SOUTH 32 DEGREES 06 MINUTES EAST.  BARN IS 23 METERS (75 FEET)
 QK0831'WEST OF ROAD, BETWEEN ABOVE-MENTIONED GATES, AND 60 METERS (197
 QK0831'FEET) SOUTH OF NORTH GATE.
 QK0831'
 QK0831'REFERENCE MARK NO. 2 IS IN WOODS, AND 7.41 METERS (24.3 FEET) FROM
 QK0831'STATION SOUTH 55 DEGREES 14 MINUTES WEST.
 QK0831
 QK0831                          STATION RECOVERY (1954)
 QK0831
 QK0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 QK0831'STATION WAS NOT VISITED.
 QK0831'
 QK0831'THE REVISED DESCRIPTION FOR REFERENCE MARK 1 FOLLOWS BELOW.
 QK0831'
 QK0831'ON CATSHEAD POINT, ABOUT 4 MI. N OF NORTHPORT, IN SECTION 15,
 QK0831'T 32 N, R 11 W, ON LAND OWNED BY L.G. GARDNER (WHO OWNS A COTTAGE
 QK0831'1/4 MILE EAST OF THE STATION).
 QK0831'
 QK0831'TO REACH FROM NORTHPORT, GO NORTH ON LEELANAU COUNTY ROAD 633
 QK0831'(MACADAM ROAD) 1.6 MILE TO A GRAVEL ROAD LEADING STRAIGHT
 QK0831'NORTH FROM WHERE MACADAM CURVES TO THE EAST.  GO NORTH AND
 QK0831'WEST ON GRAVEL ROAD 1.2 MILE TO MAILBOXES AT THE Y IN A
 QK0831'T-ROAD NORTH.  TURN RIGHT (NORTH) ON A SANDY ROAD 1 MILE TO A
 QK0831'GATE IN AN EAST-WEST FENCE LINE AT A T-ROAD WEST.
 QK0831'
 QK0831'REFERENCE MARK 1 IS 0.2 MILE NORTH ALONG A ROAD NORTH FROM THE
 QK0831'GATE, 253 FEET NORTH OF THE NE CORNER OF A WHITE HOUSE, 110 FT.
 QK0831'WEST OF THE CENTERLINE OF THE ROAD, AND 39 FT. N OF A PORTION OF AN
 QK0831'OLD STONEWALL ABOUT 100 FEET WEST OF THE ROAD.
 QK0831'
 QK0831'REFERENCE MARK 1 IS ABOUT FLUSH WITH THE GROUND.
 QK0831
 QK0831                          STATION RECOVERY (1966)
 QK0831
 QK0831'RECOVERY NOTE BY US LAKE SURVEY 1966 (EFK)
 QK0831'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0831'
 QK0831'TO REACH FROM SOUTH SIDE OF NORTHPORT, GO NORTH 1.6 MILES FROM THE
 QK0831'JUNCTION OF M-22 AND M-201.  ON M-201 TO JUNCTION OF M-201 AND
 QK0831'LEELANAU COUNTY ROAD 640, PROCEED 0.4 MILE ON COUNTY ROAD 640 TO
 QK0831'ROAD GOING NORTH.  GO 1.3 MILES NORTH AND WEST ON BLACKTOP
 QK0831'ROAD TO CATHEAD PT. ROAD TO NORTH.  FOLLOW GRAVEL ROAD 0.8 MILE TO
 QK0831'SHARP TURN WEST AND GATE TO LANE ON NORTH.  PROCEED NORTH THROUGH GATE
 QK0831'0.3 MILE ALONG LANE TO SUMMER HOME OF L.G. GARDNER ON EAST SIDE OF
 QK0831'THE ROAD, GO ABOUT 0.25 MILE WEST SOUTHWEST OF THIS HOME TO TOP OF
 QK0831'HIGHEST WOODED DUNE IN VICINITY AND TO STATION SITE.
 QK0831'
 QK0831'DESCRIPTION OF STATION AND REFERENCE STATION IS 25 FEET WEST NORTHWEST
 QK0831'OF TRIANGULAR BLAZED 6 INCH MAPLE TREE, 18.8 FEET NORTHEAST OF
 QK0831'TRIANGULAR BLAZED 10 INCH MAPLE TREE, 11.5 FEET SOUTHWEST OF
 QK0831'TRIANGULAR BLAZED 4 INCH BIRCH TREE, BEING A COPPER PIN IN
 QK0831'CONCRETE BLOCK ABOUT 14 INCHES BELOW GROUND SURFACE.
 QK0831'
 QK0831'REFERENCE MONUMENT NO 1 IS ABOUT 0.25 MILE SOUTH SOUTHEAST OF
 QK0831'STATION, 0.15 MILE SOUTH SOUTHWEST OF SOUTHWEST CORNER OF GARDNER
 QK0831'HOME, 239 FEET NORTH OF NORTHEAST CORNER OF WHITE HOUSE WITH GREEN
 QK0831'ROOF, ABOUT IN LINE WITH EAST FACE OF HOUSE, 93 FEET EAST NORTHEAST
 QK0831'OF UTILITY POLE (FIRST POLE NORTH OF WHITE HOUSE WITH GREEN ROOF), 126
 QK0831'FEET WESTERLY OF CENTER OF NORTH-SOUTH LANE, 7.5 FEET NORTH OF NORTH
 QK0831'SIDE OF ROCK PILE BEING A STANDARD BRONZE DISK SET IN TOP OF 12 INCH
 QK0831'SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND SURFACE.
 QK0831'
 QK0831'REFERENCE MONUMENT NO 2 IS 24.3 FEET SOUTHWEST OF STATION, 21.7
 QK0831'FEET EAST OF 7 INCH PINE TREE, 7.8 FEET WEST OF TRIANGULAR BLAZED
 QK0831'10 INCH MAPLE TREE, BEING A STANDARD BRONZE DISK SET IN TOP OF 12
 QK0831'INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND SURFACE.
 QK0831
 QK0831                          STATION RECOVERY (1980)
 QK0831
 QK0831'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 QK0831'THE STATION MARK WAS RECOVERED 1.5 FOOT BELOW GROUND ON WOODED RIDGE
 QK0831'IN GOOD CONDITION.  REFERENCE MARK 2 APPEARS TO HAVE BEEN DISTURBED.
 QK0831'REFERENCE MARK 1 AND AZIMUTH MARK WERE NOT FOUND.
 QK0831'
 QK0831'TO REACH FROM NORTHPORT, BEGIN AT MILL AND NAGINABA STREETS AND GO
 QK0831'NORTH ON M 201 FOR 1.2 MILES TO CURVE RIGHT, CONTINUE ON CURVE FOR
 QK0831'0.4 MILE TO FORK, TURN LEFT AND GO NORTH ON PAVED ROAD FOR 0.9 MILE
 QK0831'TO WHERE PAVED ROAD TURNS LEFT, TURN LEFT AND GO WEST ON PAVED ROAD
 QK0831'FOR 0.4 MILE TO A TEE ROAD NORTH, TURN RIGHT AND GO NORTH ON GRAVEL
 QK0831'ROAD FOR 0.8 MILE TO GATE AND SAND DRIVE NORTH, CONTINUE NORTH ON
 QK0831'SAND DRIVE FOR 0.2 MILE TO FOOT OF HILL.  NOW ON FOOT CLIMB WOODED
 QK0831'HILL 0.1 MILE TO HIGHEST POINT AND STATION.  OLD WOOD TOWER STILL
 QK0831'STANDS OVER STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0734 ***********************************************************************
 NG0734  DESIGNATION -  CATT
 NG0734  PID         -  NG0734
 NG0734  STATE/COUNTY-  MI/ALLEGAN
 NG0734  USGS QUAD   -  LACOTA (1981)
 NG0734
 NG0734                         *CURRENT SURVEY CONTROL
 NG0734  ___________________________________________________________________
 NG0734* NAD 83(1994)-  42 29 01.52243(N)    086 14 37.04181(W)     ADJUSTED  
 NG0734* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 NG0734  ___________________________________________________________________
 NG0734  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 NG0734  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NG0734
 NG0734  HORZ ORDER  -  FIRST
 NG0734
 NG0734.The horizontal coordinates were established by classical geodetic methods
 NG0734.and adjusted by the National Geodetic Survey in February 1997..
 NG0734
 NG0734.The orthometric height was scaled from a topographic map.
 NG0734
 NG0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0734
 NG0734.The geoid height was determined by GEOID03.
 NG0734
 NG0734;                    North         East     Units Scale Factor Converg.
 NG0734;SPC MI S     -   110,993.210 3,845,699.529   MT  0.99993126   -1 16 38.4
 NG0734;SPC MI S     -   364,150.95 12,617,124.44   iFT  0.99993126   -1 16 38.4
 NG0734;UTM  16      - 4,703,766.533   562,164.841   MT  0.99964755   +0 30 39.1
 NG0734
 NG0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0734!SPC MI S     -   0.99997139  x   0.99993126  =   0.99990265
 NG0734!UTM  16      -   0.99997139  x   0.99964755  =   0.99961895
 NG0734
 NG0734:                Primary Azimuth Mark                     Grid Az
 NG0734:SPC MI S     -  CATT AZ MK                               008 46 03.2
 NG0734:UTM  16      -  CATT AZ MK                               006 58 45.7
 NG0734
 NG0734|---------------------------------------------------------------------|
 NG0734| PID    Reference Object                     Distance      Geod. Az  |
 NG0734|                                                           dddmmss.s |
 NG0734| CH0885 CATT AZ MK                                         0072924.8 |
 NG0734| NG0735 CATT 2                               25.636 METERS 02216     |
 NG0734| NG0722 FENNVILLE MUNICIPAL TANK            APPROX.16.7 KM 0420311.9 |
 NG0734| NG0761 SOUTH HAVEN MUN CONCRETE TANK       APPROX. 9.2 KM 1871908.5 |
 NG0734| NG0759 S HAVEN MUNICIPAL STANDPIPE         APPROX. 9.2 KM 1952102.1 |
 NG0734| NG0758 S HAVEN EVERETT PIANO CO S STK      APPROX.10.6 KM 1953932.7 |
 NG0734| NG0757 S HAVEN EVERETT PIANO CO TANK       APPROX.10.6 KM 1954927.6 |
 NG0734| NG0756 S HAVEN ST BASILS CATH CHURCH       APPROX. 9.9 KM 1985131.0 |
 NG0734| NG0755 S HAVEN REAR RANGE LIGHT            APPROX. 9.7 KM 2003122.7 |
 NG0734| CH0886 CATT RM 1                            44.227 METERS 22000     |
 NG0734| CH0887 CATT RM 2                            30.636 METERS 32205     |
 NG0734|---------------------------------------------------------------------|
 NG0734
 NG0734                          SUPERSEDED SURVEY CONTROL
 NG0734
 NG0734  NAD 83(1986)-  42 29 01.52274(N)    086 14 37.05304(W) AD(       ) 1
 NG0734  NAD 27      -  42 29 01.42200(N)    086 14 36.93800(W) AD(       ) 1
 NG0734
 NG0734.Superseded values are not recommended for survey control.
 NG0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0734.See file dsdata.txt to determine how the superseded data were derived.
 NG0734
 NG0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6216503767(NAD 83)
 NG0734_MARKER: DS = TRIANGULATION STATION DISK
 NG0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0734
 NG0734  HISTORY     - Date     Condition        Report By
 NG0734  HISTORY     - 1932     MONUMENTED       CGS
 NG0734  HISTORY     - 1951     GOOD             CGS
 NG0734  HISTORY     - 1961     MARK NOT FOUND   CGS
 NG0734
 NG0734                          STATION DESCRIPTION
 NG0734
 NG0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0734'ABOUT 6 MILES NORTH OF SOUTH
 NG0734'HAVEN, ON LAND
 NG0734'OWNED AND OCCUPIED BY M. B. CATT, IN SW 1/4 SEC. 7, T. 1 N., R.
 NG0734'16 W., CASCO TOWNSHIP, IN OPENING
 NG0734'IN OLD APPLE ORCHARD SITUATED BETWEEN TWO
 NG0734'HOUSES OWNED BY MR. CATT, 110.7 FEET SOUTHEAST OF
 NG0734'SOUTHEAST CORNER OF HOUSE OCCUPIED
 NG0734'BY MR. CATT, 117 FEET SOUTH OF CENTER LINE OF ROUTE M-406, 142 FEET
 NG0734'NORTH OF NORTH FACE OF
 NG0734'LARGE RED BARN, AND 105.5 FEET WEST OF VACANT HOUSE OWNED BY M. B.
 NG0734'CATT.  TO REACH FROM SOUTH
 NG0734'HAVEN, GO NORTH 6.1 MILES ON U.S. ROUTE 31 TO JUNCTION
 NG0734'WITH ROUTE M-406, TURN EAST ON TO ROUTE
 NG0734'M-406, AND GO 0.15 MILE TO STATION
 NG0734'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 NG0734'DISKS IN CONCRETE.
 NG0734'UPPER MARK IS FLUSH WITH GROUND.  REFERENCE AND AZIMUTH
 NG0734'MARKS ARE STANDARD
 NG0734'REFERENCE DISKS IN CONCRETE.  NO. 1 IS FLUSH WITH
 NG0734'GROUND, AT EAST EDGE OF GARDEN JUST
 NG0734'SOUTH OF HOUSE OCCUPIED BY MR. CATT, 54.2 FEET
 NG0734'SOUTH OF SOUTHEAST CORNER OF HOUSE, 48 FEET WEST OF
 NG0734'CENTER LINE OF LANE RUNNING FROM
 NG0734'HIGHWAY TO BARNS, AND 145.40 FEET FROM STATION S 39 DEG 59 MIN W.
 NG0734'NO. 2 PROJECTS 4 INCHES, IS AT
 NG0734'WEST EDGE OF ORCHARD, 36 FEET SOUTH OF CENTER LINE OF HIGHWAY, 107.6
 NG0734'FEET NORTH OF NORTHWEST CORNER OF
 NG0734'HOUSE AT WEST EDGE OF ORCHARD, AND 100.78 FEET
 NG0734'FROM STATION N 37 DEG 55 MIN W.  AZIMUTH
 NG0734'MARK PROJECTS 4 INCHES, IS 27.3 FEET
 NG0734'EAST OF CENTER LINE OF U.S. ROUTE 31, ABOUT 50 FEET SOUTH OF CREST
 NG0734'OF SMALL HILL, 15.6 FEET NORTH OF
 NG0734'SMALL MAPLE TREE, ABOUT 400 FEET NORTH OF FILLING STATION, ABOUT
 NG0734'1,600 FEET NORTH OF JUNCTION OF
 NG0734'U. S. ROUTE 31 AND ROUTE M-406, AND APPROXIMATELY
 NG0734'0.3 MILE FROM STATION N 07 DEG 30 MIN E.
 NG0734
 NG0734                          STATION RECOVERY (1951)
 NG0734
 NG0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JHS)
 NG0734'MONUMENT, BOTH REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN
 NG0734'EXCELLENT
 NG0734'CONDITION.  MR. MURRAY L. CATT, SON OF MR. M. B. CATT (DECEASED),
 NG0734'KEEPS AN EYE ON THEM, AND
 NG0734'ONCE SAVED THE AZIMUTH MARK FROM BEING DISTURBED
 NG0734'BY THE HIGHWAY PEOPLE.  IF A PARTY GETS INTO
 NG0734'THE VICINITY, IT IS SUGGESTED
 NG0734'THAT THE AZIMUTH MARK BE MOVED A FEW METERS BACK FROM THE
 NG0734'HIGHWAY, THERE IS TALK
 NG0734'OF WIDENING THE HIGHWAY.  AT CATT, THE ANGLE FROM AZ. MK. TO NW
 NG0734'TANGENT OF TELEVISION
 NG0734'TOWER IS S 20 DEG 56 MIN W.
 NG0734'
 NG0734'M-406 SEEMS TO BE KNOWN LOCALLY AS PULLMAN ROAD.  VACANT HOUSE IS
 NG0734'NOW THE HOME OF M
 NG0734'L. CATTS SON (M. B. CATTS GRANDSON).
 NG0734
 NG0734                          STATION RECOVERY (1961)
 NG0734
 NG0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NG0734'SUBJECT STATION SURFACE AND SUBSURFACE MARKS WERE DESTROYED BY THE
 NG0734'UNDERSIGNED AFTER THE
 NG0734'ESTABLISHMENT OF CATT 2 FOR WHICH SEE DESCRIPTION THEREOF.  THE
 NG0734'ORIGINAL REFERENCE NOS.  1 AND 2 MARKS
 NG0734'WERE USED AS REFERENCE MARKS FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0735 ***********************************************************************
 NG0735  DESIGNATION -  CATT 2
 NG0735  PID         -  NG0735
 NG0735  STATE/COUNTY-  MI/ALLEGAN
 NG0735  USGS QUAD   -  LACOTA (1981)
 NG0735
 NG0735                         *CURRENT SURVEY CONTROL
 NG0735  ___________________________________________________________________
 NG0735* NAD 83(1994)-  42 29 02.29128(N)    086 14 36.61644(W)     ADJUSTED  
 NG0735* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 NG0735  ___________________________________________________________________
 NG0735  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 NG0735  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NG0735
 NG0735  HORZ ORDER  -  SECOND
 NG0735
 NG0735.The horizontal coordinates were established by classical geodetic methods
 NG0735.and adjusted by the National Geodetic Survey in February 1997..
 NG0735.No horizontal observational check was made to the station.
 NG0735
 NG0735.The orthometric height was scaled from a topographic map.
 NG0735
 NG0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0735
 NG0735.The geoid height was determined by GEOID03.
 NG0735
 NG0735;                    North         East     Units Scale Factor Converg.
 NG0735;SPC MI S     -   111,016.710 3,845,709.770   MT  0.99993123   -1 16 38.1
 NG0735;SPC MI S     -   364,228.05 12,617,158.04   iFT  0.99993123   -1 16 38.1
 NG0735;UTM  16      - 4,703,790.334   562,174.341   MT  0.99964756   +0 30 39.4
 NG0735
 NG0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0735!SPC MI S     -   0.99997139  x   0.99993123  =   0.99990262
 NG0735!UTM  16      -   0.99997139  x   0.99964756  =   0.99961896
 NG0735
 NG0735:                Primary Azimuth Mark                     Grid Az
 NG0735:SPC MI S     -  CATT AZ MK                               007 59 32.2
 NG0735:UTM  16      -  CATT AZ MK                               006 12 14.7
 NG0735
 NG0735|---------------------------------------------------------------------|
 NG0735| PID    Reference Object                     Distance      Geod. Az  |
 NG0735|                                                           dddmmss.s |
 NG0735| CH0885 CATT AZ MK                                         0064254.1 |
 NG0735| AA3824 CATT 2 AZ MK                        APPROX. 0.5 KM 0102530.5 |
 NG0735| NG0734 CATT                                 25.636 METERS 20216     |
 NG0735| CH0886 CATT RM 1                            69.098 METERS 21331     |
 NG0735| CH0887 CATT RM 2                            28.545 METERS 27053     |
 NG0735|---------------------------------------------------------------------|
 NG0735
 NG0735                          SUPERSEDED SURVEY CONTROL
 NG0735
 NG0735  NAD 83(1986)-  42 29 02.29159(N)    086 14 36.62764(W) AD(       ) 2
 NG0735  NAD 27      -  42 29 02.19100(N)    086 14 36.51300(W) AD(       ) 2
 NG0735
 NG0735.Superseded values are not recommended for survey control.
 NG0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0735.See file dsdata.txt to determine how the superseded data were derived.
 NG0735
 NG0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6217403790(NAD 83)
 NG0735_MARKER: DS = TRIANGULATION STATION DISK
 NG0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0735_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NG0735
 NG0735  HISTORY     - Date     Condition        Report By
 NG0735  HISTORY     - 1961     MONUMENTED       CGS
 NG0735  HISTORY     - 1962     GOOD             CGS
 NG0735  HISTORY     - 1965     GOOD             USLS
 NG0735  HISTORY     - 1980     GOOD             MIDH
 NG0735
 NG0735                          STATION DESCRIPTION
 NG0735
 NG0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NG0735'ABOUT 5.7 MILES N ALONG NO. 31 U. S. HIGHWAY FROM ITS CROSSING WITH
 NG0735'PHOENIX STREET OR ROAD (THE
 NG0735'MAIN E-W STREET OF TOWN) IN E EDGE OF SOUTH HAVEN OR 4.9 MILES N FROM
 NG0735'30- OR 40-YARD BRIDGE OVER BLACK RIVER
 NG0735'OR 2.8 MILES S ALONG HWY. FROM CROSSROADS VILLAGE OF
 NG0735'GLENN, THENCE 0.15 MILE E ON PULLMAN ROAD OR
 NG0735'109-TH AVENUE TO THE STATION, AN ESTIMATED
 NG0735'MILE W OF PROPOSED INTERSTATE HIGHWAY, ABOUT 40 YARDS N OF
 NG0735'APPARENTLY HIGHEST POINT IN
 NG0735'VICINITY, 70-1/2 FEET W OF PROJECTED PLANE OF W WALL OF ONE HOUSE,
 NG0735'106 FEET E OF PLANE OF E WALL OF
 NG0735'ANOTHER, 37 FEET S OF CENTER LINE OF 16-FOOT ASPHALT PAVEMENT OF
 NG0735'109-TH AVENUE, 4.8 FEET HIGHER THAN
 NG0735'SAME, 2.6 FEET E OF STEEL WITNESS POST, FLUSH WITH GROUND SURFACE,
 NG0735'THE DISKS ARE STAMPED CATT 2 1961.
 NG0735'
 NG0735'REFERENCE STAMPED CATT NO 1 1932, FLUSH THO SLIGHTLY BELOW
 NG0735'GENERAL LEVEL OF GROUND, IS 54
 NG0735'FEET SW OF SW CORNER OF ONE-STORY ADDITION TO TWO-STORY HOUSE, AND
 NG0735'1.2 FEET W OF PROJECTED PLANE OF E
 NG0735'TWO-STORY WALL.
 NG0735'
 NG0735'REFERENCE STAMPED CATT NO 2 1932, FLUSH, IS 35 FEET S OF
 NG0735'CENTER LINE OF THE AVENUE, 3.0
 NG0735'FEET HIGHER THAN SAME, AND 20 FEET E OF CENTER LINE OF DRIVEWAY.
 NG0735'
 NG0735'AZIMUTH MARK STAMPED CATT AZIMUTH 1932, IS 161.37 FEET (49.186
 NG0735'METERS)
 NG0735'MIN FROM NEW 1961 AZ. MK. (SEE NEXT BELOW), 161 FEET SW OF CREOSOTED
 NG0735'POWER POLE, 126-1/4 FEET NE OF ANOTHER
 NG0735'POLE, 28 FEET SE OF CENTER LINE OF 22-FOOT ASPHALT HIGHWAY
 NG0735'PAVEMENT, 2.6 FEET LOWER THAN SAME, AND A
 NG0735'FOOT UNDERGROUND.
 NG0735'
 NG0735'AZIMUTH MARK STAMPED CATT 2 1961 IS ON CREST OF SLIGHT RIDGE, 48 FEET
 NG0735'SE OF CENTER LINE OF HWY., 1.0
 NG0735'FEET HIGHER THAN SAME, 2-1/2 FEET SE OF CENTER OF POWER POLE, AND 2.3
 NG0735'FEET NE OF STEEL WITNESS POST.
 NG0735
 NG0735                          STATION RECOVERY (1962)
 NG0735
 NG0735'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VRS)
 NG0735'ALL MARKS RECOVERED IN GOOD CONDITION AS ORIGINALLY DESCRIBED.  BOTH
 NG0735'STATION MARKS WERE STAMPED CATT
 NG0735'2 1961 1962 AND LOWERED SO THAT THE SURFACE MARK WILL BE ABOUT LEVEL
 NG0735'WITH THE CENTER OF RECONSTRUCTED
 NG0735'ROAD, FLUSH WITH THE GROUND.  REFERENCE MARK NO. 2 WAS
 NG0735'RESET AS NO. 3 REFERENCE MARK.
 NG0735'
 NG0735'REFERENCE STAMPED CATT 2 NO. 3 1962, FLUSH, IS 70.86 FEET
 NG0735'OR 21.598 METERS N OF THE STATION
 NG0735'AND ON THE LINE TO THE 1961 AZIMUTH MARK, 34 FEET N OF CENTER LINE OF
 NG0735'PULLMAN ROAD, ABOUT 3 FEET LOWER
 NG0735'THAN SAME, 21 FEET W OF PROJECTED CENTER LINE OF FARM
 NG0735'DRIVEWAY, AND 2.4 FEET W OF STEEL WITNESS POST.
 NG0735
 NG0735                          STATION RECOVERY (1965)
 NG0735
 NG0735'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0735'STATION RECOVERED.
 NG0735
 NG0735                          STATION RECOVERY (1980)
 NG0735
 NG0735'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NG0735'THE STATION MARK, REFERENCE MARK 3 AND AZIMUTH MARK WERE RECOVERED IN
 NG0735'GOOD CONDITION AS DESCRIBED.
 NG0735'
 NG0735'STATION IS LOCATED IN SOUTHWEST 1/4 OF SECTION 7, T1N, R16W,
 NG0735'CASCO TOWNSHIP.  STATION IS NOW 18 INCHES BELOW SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3824 ***********************************************************************
 AA3824  DESIGNATION -  CATT 2 AZ MK
 AA3824  PID         -  AA3824
 AA3824  STATE/COUNTY-  MI/ALLEGAN
 AA3824  USGS QUAD   -  LACOTA (1981)
 AA3824
 AA3824                         *CURRENT SURVEY CONTROL
 AA3824  ___________________________________________________________________
 AA3824* NAD 83(1994)-  42 29 18.88615(N)    086 14 32.49105(W)     ADJUSTED  
 AA3824* NAVD 88     -       210.2    (meters)     690.     (feet)  GPS OBS   
 AA3824  ___________________________________________________________________
 AA3824  X           -     308,717.744 (meters)                     COMP
 AA3824  Y           -  -4,700,516.841 (meters)                     COMP
 AA3824  Z           -   4,285,898.749 (meters)                     COMP
 AA3824  LAPLACE CORR-           4.36  (seconds)                    DEFLEC99
 AA3824  ELLIP HEIGHT-         176.82  (meters)          (07/17/02) GPS OBS
 AA3824  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 AA3824
 AA3824  HORZ ORDER  -  FIRST
 AA3824  ELLP ORDER  -  FOURTH    CLASS I
 AA3824
 AA3824.The horizontal coordinates were established by GPS observations
 AA3824.and adjusted by the National Geodetic Survey in February 1997..
 AA3824
 AA3824.The orthometric height was determined by GPS observations and a
 AA3824.high-resolution geoid model.
 AA3824
 AA3824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3824
 AA3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3824
 AA3824.The ellipsoidal height was determined by GPS observations
 AA3824.and is referenced to NAD 83.
 AA3824
 AA3824.The geoid height was determined by GEOID03.
 AA3824
 AA3824;                    North         East     Units Scale Factor Converg.
 AA3824;SPC MI S     -   111,526.504 3,845,815.365   MT  0.99993068   -1 16 35.3
 AA3824;SPC MI S     -   365,900.60 12,617,504.48   iFT  0.99993068   -1 16 35.3
 AA3824;UTM  16      - 4,704,303.031   562,263.951   MT  0.99964770   +0 30 42.3
 AA3824
 AA3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3824!SPC MI S     -   0.99997227  x   0.99993068  =   0.99990295
 AA3824!UTM  16      -   0.99997227  x   0.99964770  =   0.99961998
 AA3824
 AA3824                          SUPERSEDED SURVEY CONTROL
 AA3824
 AA3824  ELLIP H (02/03/97)  176.84   (m)                       GP(       ) 4 1
 AA3824  NAD 83(1994)-  42 29 18.88715(N)    086 14 32.50201(W) AD(       ) 1
 AA3824
 AA3824.Superseded values are not recommended for survey control.
 AA3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3824.See file dsdata.txt to determine how the superseded data were derived.
 AA3824
 AA3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6226404303(NAD 83)
 AA3824_MARKER: DZ = AZIMUTH MARK DISK
 AA3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3824_STAMPING: CATT 2 1961
 AA3824_MARK LOGO: CGS   
 AA3824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3824+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 AA3824
 AA3824  HISTORY     - Date     Condition        Report By
 AA3824  HISTORY     - 1961     MONUMENTED       CGS
 AA3824  HISTORY     - 19920610 GOOD             MIDT
 AA3824
 AA3824                          STATION DESCRIPTION
 AA3824
 AA3824'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3824'STATION IS LOCATED IN QUAD 420862 ON THE LACOTA QUADRANGLE MAP. IT IS
 AA3824'IN THE NORTHWEST 1/4 SECTION 7, T-1-N, R-16-W OF CASCO TOWNSHIP. ABOUT
 AA3824'19.0 MILES WEST FROM ALLEGAN, 11.0 MILES SOUTH FROM SAUGATUCK, AND
 AA3824'10.0 MILES SOUTHWEST FROM FENNVILLE. TO REACH FROM THE INTERSECTION OF
 AA3824'PHOENIX STREET AND COUNTY ROAD A-2 (BLUE STAR HIGHWAY), ON THE EAST
 AA3824'SIDE OF SOUTH HAVEN, GO NORTH ALONG COUNTY ROAD A-2 FOR 5.7 MILES TO
 AA3824'109TH AVENUE (PULLMAN ROAD). CONTINUE NORTH ALONG COUNTY ROAD A-2 FOR
 AA3824'.4 MILE TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 47 FEET
 AA3824'SOUTHEAST FROM THE CENTER OF COUNTY ROAD A-2, 15 FEET SOUTHEAST FROM
 AA3824'CENTER OF DITCH, 10 FEET NORTHWEST FROM 2.0 FOOT DIAMETER ROCK, 2.4
 AA3824'FEET NORTHWEST FROM UTILITY POLE, AND 2.4 FEET NORTHEAST FROM A METAL
 AA3824'WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0193 ***********************************************************************
 OJ0193  DESIGNATION -  CATTLE USLS
 OJ0193  PID         -  OJ0193
 OJ0193  STATE/COUNTY-  MI/SANILAC
 OJ0193  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0193
 OJ0193                         *CURRENT SURVEY CONTROL
 OJ0193  ___________________________________________________________________
 OJ0193* NAD 83(1986)-  43 34 01.     (N)    082 35 31.     (W)     SCALED    
 OJ0193* NAVD 88     -       182.656  (meters)     599.26   (feet)  ADJUSTED  
 OJ0193  ___________________________________________________________________
 OJ0193  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0193  DYNAMIC HT  -         182.621 (meters)     599.15  (feet)  COMP
 OJ0193  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 OJ0193
 OJ0193  VERT ORDER  -  FIRST     CLASS 0
 OJ0193
 OJ0193.The horizontal coordinates were scaled from a topographic map and have
 OJ0193.an estimated accuracy of +/- 6 seconds.
 OJ0193
 OJ0193.The orthometric height was determined by differential leveling
 OJ0193.and adjusted by the National Geodetic Survey in June 1991..
 OJ0193
 OJ0193.The geoid height was determined by GEOID03.
 OJ0193
 OJ0193.The dynamic height is computed by dividing the NAVD 88
 OJ0193.geopotential number by the normal gravity value computed on the
 OJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0193.degrees latitude (g = 980.6199 gals.).
 OJ0193
 OJ0193.The modeled gravity was interpolated from observed gravity values.
 OJ0193
 OJ0193;                    North         East    Units  Estimated Accuracy
 OJ0193;SPC MI S     -   231,110.    4,143,360.      MT  (+/- 180 meters Scaled)
 OJ0193
 OJ0193                          SUPERSEDED SURVEY CONTROL
 OJ0193
 OJ0193  NGVD 29 (??/??/??)  182.770  (m)          599.64   (f) ADJUSTED    1 0
 OJ0193
 OJ0193.Superseded values are not recommended for survey control.
 OJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0193.See file dsdata.txt to determine how the superseded data were derived.
 OJ0193
 OJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ714250(NAD 83)
 OJ0193_MARKER: B = BOLT
 OJ0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0193_SP_SET: CULVERT
 OJ0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0193
 OJ0193  HISTORY     - Date     Condition        Report By
 OJ0193  HISTORY     - 1970     MONUMENTED       USLS
 OJ0193  HISTORY     - 1970     GOOD             USLS
 OJ0193  HISTORY     - 1980     GOOD             NGS
 OJ0193  HISTORY     - 19940717 GOOD             USPSQD
 OJ0193
 OJ0193                          STATION DESCRIPTION
 OJ0193
 OJ0193'DESCRIBED BY US LAKE SURVEY 1970
 OJ0193'6.8 MI S FROM FORESTVILLE.
 OJ0193'CATTLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 6.8 MILES SOUTH
 OJ0193'OF THE INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25)
 OJ0193'IN FORESTVILLE, ON WEST SIDE OF HIGHWAY U.S. 25, 0.5 FEET SOUTH
 OJ0193'OF NORTH FACE AND 0.4 FEET WEST OF EAST FACE OF CONCRETE CULVERT
 OJ0193'NO. 1092+18, ABOUT 15 FEET BELOW THE ROAD, BEING HIGHEST POINT
 OJ0193'ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF
 OJ0193'THE CULVERT.  BM CATTLE 1970.
 OJ0193
 OJ0193                          STATION RECOVERY (1980)
 OJ0193
 OJ0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0193'11.0 KILOMETERS (6.85 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM
 OJ0193'THE JUNCTION OF CEDAR STREET IN FORESTVILLE, SET NEAR THE NORTH
 OJ0193'END OF A CONCRETE HEADWALL ON THE WEST SIDE OF THE HIGHWAY, 12.8
 OJ0193'METERS (42.0 FEET) WEST AND BELOW THE CENTER LINE OF THE HIGHWAY,
 OJ0193'0.15 METER (0.5 FEET) SOUTH OF THE NORTH END OF THE CULVERT
 OJ0193'THE MARK IS 5.0 M BELOW HIGHWAY.
 OJ0193
 OJ0193                          STATION RECOVERY (1994)
 OJ0193
 OJ0193'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0219 ***********************************************************************
 NE0219  DESIGNATION -  CAUTION
 NE0219  PID         -  NE0219
 NE0219  STATE/COUNTY-  MI/ST CLAIR
 NE0219  USGS QUAD   -  ALGONAC (1978)
 NE0219
 NE0219                         *CURRENT SURVEY CONTROL
 NE0219  ___________________________________________________________________
 NE0219* NAD 83(1986)-  42 36 48.     (N)    082 32 08.     (W)     SCALED    
 NE0219* NAVD 88     -       177.291  (meters)     581.66   (feet)  ADJUSTED  
 NE0219  ___________________________________________________________________
 NE0219  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE0219  DYNAMIC HT  -         177.241 (meters)     581.50  (feet)  COMP
 NE0219  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 NE0219
 NE0219  VERT ORDER  -  FIRST     CLASS 0
 NE0219
 NE0219.The horizontal coordinates were scaled from a topographic map and have
 NE0219.an estimated accuracy of +/- 6 seconds.
 NE0219
 NE0219.The orthometric height was determined by differential leveling
 NE0219.and adjusted by the National Geodetic Survey in June 1991..
 NE0219.WARNING-Repeat measurements at this control monument indicate possible
 NE0219.vertical movement.
 NE0219
 NE0219.The geoid height was determined by GEOID03.
 NE0219
 NE0219.The dynamic height is computed by dividing the NAVD 88
 NE0219.geopotential number by the normal gravity value computed on the
 NE0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0219.degrees latitude (g = 980.6199 gals.).
 NE0219
 NE0219.The modeled gravity was interpolated from observed gravity values.
 NE0219
 NE0219;                    North         East    Units  Estimated Accuracy
 NE0219;SPC MI S     -   125,300.    4,150,220.      MT  (+/- 180 meters Scaled)
 NE0219
 NE0219                          SUPERSEDED SURVEY CONTROL
 NE0219
 NE0219  NGVD 29 (??/??/??)  177.422  (m)          582.09   (f) ADJUSTED    1 0
 NE0219
 NE0219.Superseded values are not recommended for survey control.
 NE0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0219.See file dsdata.txt to determine how the superseded data were derived.
 NE0219
 NE0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH740190(NAD 83)
 NE0219_MARKER: Z = SEE DESCRIPTION
 NE0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0219_SP_SET: STEEL ROD
 NE0219_PROJECTION: FLUSH
 NE0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0219
 NE0219  HISTORY     - Date     Condition        Report By
 NE0219  HISTORY     - 1959     MONUMENTED       USLS
 NE0219  HISTORY     - 1970     GOOD             USLS
 NE0219  HISTORY     - 1980     GOOD             NGS
 NE0219  HISTORY     - 19990625 MARK NOT FOUND   USPSQD
 NE0219
 NE0219                          STATION DESCRIPTION
 NE0219
 NE0219'DESCRIBED BY US LAKE SURVEY 1970
 NE0219'AT ALGONAC.
 NE0219'CAUTION IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, AT THE
 NE0219'SOUTHWEST CORNER OF HIGHWAY M-29 AND ST. CLAIR RIVER ROAD, 30.5
 NE0219'FEET SOUTH OF CENTERLINE OF M-29, 26.5 FEET WESTERLY OF
 NE0219'CENTERLINE OF ST. CLAIR RIVER ROAD, 3.1 FEET NORTHEASTERLY
 NE0219'OF UTILITY POLE DECO 35, 1/2-FOOT BELOW THE GROUND SURFACE,
 NE0219'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 NE0219'STEEL ROD, 10 FEET LONG.  NOTE-- BM 1959
 NE0219
 NE0219                          STATION RECOVERY (1980)
 NE0219
 NE0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0219'IN ALGONAC, 0.8 KILOMETER (0.5 MILE) SOUTHEAST ALONG STATE HIGHWAY
 NE0219'29 FROM THE U S CUSTOM BUILDING, AT THE JUNCTION OF ST CLAIR RIVER
 NE0219'DRIVE ROAD AND POINT TREMBLE ROAD, 3.5 METERS (11.5 FEET) NORTHWEST
 NE0219'OF THE NORTHWEST CURB OF ST CLAIR RIVER DRIVE, 1.6 METERS (5.2 FEET)
 NE0219'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK, 1.15 METERS (3.5 FEET
 NE0219'NORTHEAST OF A POWER POLE, NOTE AT THIS TIME THE ROD WAS ENCASED
 NE0219'IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED
 NE0219'CAUTION.
 NE0219'1
 NE0219
 NE0219                          STATION RECOVERY (1999)
 NE0219
 NE0219'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0344 ***********************************************************************
 QL0344  DESIGNATION -  CCC
 QL0344  PID         -  QL0344
 QL0344  STATE/COUNTY-  MI/MENOMINEE
 QL0344  USGS QUAD   -  MARINETTE EAST (1976)
 QL0344
 QL0344                         *CURRENT SURVEY CONTROL
 QL0344  ___________________________________________________________________
 QL0344* NAD 83(1986)-  45 05 55.     (N)    087 35 52.     (W)     SCALED    
 QL0344* NAVD 88     -       179.402  (meters)     588.59   (feet)  ADJUSTED  
 QL0344  ___________________________________________________________________
 QL0344  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0344  DYNAMIC HT  -         179.384 (meters)     588.53  (feet)  COMP
 QL0344  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 QL0344
 QL0344  VERT ORDER  -  FIRST     CLASS 0
 QL0344
 QL0344.The horizontal coordinates were scaled from a topographic map and have
 QL0344.an estimated accuracy of +/- 6 seconds.
 QL0344
 QL0344.The orthometric height was determined by differential leveling
 QL0344.and adjusted by the National Geodetic Survey in June 1991..
 QL0344
 QL0344.The geoid height was determined by GEOID03.
 QL0344
 QL0344.The dynamic height is computed by dividing the NAVD 88
 QL0344.geopotential number by the normal gravity value computed on the
 QL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0344.degrees latitude (g = 980.6199 gals.).
 QL0344
 QL0344.The modeled gravity was interpolated from observed gravity values.
 QL0344
 QL0344;                    North         East    Units  Estimated Accuracy
 QL0344;SPC MI N     -    35,220.    7,952,940.      MT  (+/- 180 meters Scaled)
 QL0344
 QL0344                          SUPERSEDED SURVEY CONTROL
 QL0344
 QL0344  NGVD 29 (??/??/92)  179.43   (m)          588.7    (f) COMPUTED    1 0
 QL0344
 QL0344.Superseded values are not recommended for survey control.
 QL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0344.See file dsdata.txt to determine how the superseded data were derived.
 QL0344
 QL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ529940(NAD 83)
 QL0344_MARKER: B = BOLT
 QL0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0344_SP_SET: BUILDING
 QL0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0344
 QL0344  HISTORY     - Date     Condition        Report By
 QL0344  HISTORY     - UNK      MONUMENTED       USLS
 QL0344  HISTORY     - 1972     GOOD             NGS
 QL0344  HISTORY     - 19910406 GOOD             USPSQD
 QL0344  HISTORY     - 20050326 MARK NOT FOUND   USPSQD
 QL0344
 QL0344                          STATION DESCRIPTION
 QL0344
 QL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0344'AT MENOMINEE.
 QL0344'AT MENOMINEE, 0.1 MILE NORTH ALONG 1 ST STREET FROM THE 1 ST
 QL0344'STREET BRIDGE OVER THE MENOMINEE RIVER, AT A CURVE IN THE
 QL0344'STREET, 64 FEET WEST OF THE WEST CURB LINE OF 1 ST STREET, THE
 QL0344'CENTER OF A PUNCH MARK IN THE CENTER OF A COPPER BOLT LEADED
 QL0344'VERTICALLY IN THE NORTH FACE OF THE GRANITE WATER TABLE AT THE
 QL0344'NORTHWEST CORNER OF A LARGE 4 STORY RED BRICK BUILDING AND
 QL0344'SURROUNDED BY THE LETTERING USBM, 3.8 FEET EAST OF THE NORTHWEST
 QL0344'CORNER OF THE BUILDING AND 3 FEET ABOVE THE LEVEL OF THE
 QL0344'WALKWAY.  SECTION 11, T 31 N, R 27 W.
 QL0344
 QL0344                          STATION RECOVERY (1991)
 QL0344
 QL0344'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0344'RECOVERED IN GOOD CONDITION.
 QL0344
 QL0344                          STATION RECOVERY (2005)
 QL0344
 QL0344'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0344'THE CARPENTER COOK BUILDING WITH PUNCHMARK IN A BOLT ON SIDE OF
 QL0344'BUILDING WAS RAZED ABOUT 1993.  SITE IS NOW A PAVED PARKING LOT FOR A
 QL0344'PAPERMILL ACROSS THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0043 ***********************************************************************
 QK0043  DESIGNATION -  CD 1
 QK0043  PID         -  QK0043
 QK0043  STATE/COUNTY-  MI/MACKINAC
 QK0043  USGS QUAD   -  CEDARVILLE (1975)
 QK0043
 QK0043                         *CURRENT SURVEY CONTROL
 QK0043  ___________________________________________________________________
 QK0043* NAD 83(1986)-  45 59 58.     (N)    084 20 39.     (W)     SCALED    
 QK0043* NAVD 88     -       183.295  (meters)     601.36   (feet)  ADJUSTED  
 QK0043  ___________________________________________________________________
 QK0043  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 QK0043  DYNAMIC HT  -         183.301 (meters)     601.38  (feet)  COMP
 QK0043  MODELED GRAV-     980,647.0   (mgal)                       NAVD 88
 QK0043
 QK0043  VERT ORDER  -  FIRST     CLASS 0
 QK0043
 QK0043.The horizontal coordinates were scaled from a topographic map and have
 QK0043.an estimated accuracy of +/- 6 seconds.
 QK0043
 QK0043.The orthometric height was determined by differential leveling
 QK0043.and adjusted by the National Geodetic Survey in June 1991..
 QK0043.WARNING-Repeat measurements at this control monument indicate possible
 QK0043.vertical movement.
 QK0043
 QK0043.The geoid height was determined by GEOID03.
 QK0043
 QK0043.The dynamic height is computed by dividing the NAVD 88
 QK0043.geopotential number by the normal gravity value computed on the
 QK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0043.degrees latitude (g = 980.6199 gals.).
 QK0043
 QK0043.The modeled gravity was interpolated from observed gravity values.
 QK0043
 QK0043;                    North         East    Units  Estimated Accuracy
 QK0043;SPC MI N     -   138,610.    8,205,680.      MT  (+/- 180 meters Scaled)
 QK0043
 QK0043                          SUPERSEDED SURVEY CONTROL
 QK0043
 QK0043.No superseded survey control is available for this station.
 QK0043
 QK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR056974(NAD 83)
 QK0043_MARKER: B = BOLT
 QK0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0043_SP_SET: CULVERT
 QK0043_MARK LOGO: NONE  
 QK0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0043
 QK0043  HISTORY     - Date     Condition        Report By
 QK0043  HISTORY     - 1971     MONUMENTED       NOS
 QK0043  HISTORY     - 1972     GOOD             USLS
 QK0043  HISTORY     - 1983     GOOD             NGS
 QK0043  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 QK0043  HISTORY     - 19950712 GOOD             USPSQD
 QK0043
 QK0043                          STATION DESCRIPTION
 QK0043
 QK0043'DESCRIBED BY US LAKE SURVEY 1972
 QK0043'AT CEDARVILLE.
 QK0043'CD 1 IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, 1.0 MILE EAST OF
 QK0043'INTERSECTION OF HIGHWAYS M-134 AND M-129, 0.6 MILE WEST OF HILL
 QK0043'ISLAND ROAD, 86.4 FEET SOUTHWEST OF UTILITY POLE NO. L-100-19DT,
 QK0043'27 FEET SOUTH OF CENTERLINE OF HIGHWAY M-134, 21 FEET EAST OF
 QK0043'CENTERLINE OF GRAVEL DRIVEWAY, 0.8 FOOT WEST OF EAST FACE AND
 QK0043'0.4 FOOT SOUTH OF NORTH FACE OF 6 FOOT CONCRETE CULVERT, 3 FEET
 QK0043'BELOW THE ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0043'DIAMETER STEEL BOLT SET INTO THE TOP OF THE CULVERT.
 QK0043'NOTE-- PREV. DESIGN. CD 1 1971.
 QK0043
 QK0043                          STATION RECOVERY (1983)
 QK0043
 QK0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0043'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 QK0043'(0.9 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0043'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0043'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.24 METERS (0.8 FT)
 QK0043'WEST OF THE EAST END OF THE SOUTH HEADWALL, 8.2 METERS (27.0 FT) SOUTH
 QK0043'OF THE CENTERLINE OF THE HIGHWAY, AND 6.4 METERS (21.0 FT) EAST OF THE
 QK0043'CENTER OF A GRAVELED DRIVEWAY LEADING SOUTH.
 QK0043'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0043
 QK0043                          STATION RECOVERY (1994)
 QK0043
 QK0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0043'MARK NOT FOUND.
 QK0043
 QK0043                          STATION RECOVERY (1995)
 QK0043
 QK0043'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0027 ***********************************************************************
 QK0027  DESIGNATION -  CD 10
 QK0027  PID         -  QK0027
 QK0027  STATE/COUNTY-  MI/CHIPPEWA
 QK0027  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0027
 QK0027                         *CURRENT SURVEY CONTROL
 QK0027  ___________________________________________________________________
 QK0027* NAD 83(1986)-  45 58 31.     (N)    084 04 58.     (W)     SCALED    
 QK0027* NAVD 88     -       190.371  (meters)     624.58   (feet)  ADJUSTED  
 QK0027  ___________________________________________________________________
 QK0027  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QK0027  DYNAMIC HT  -         190.375 (meters)     624.59  (feet)  COMP
 QK0027  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 QK0027
 QK0027  VERT ORDER  -  FIRST     CLASS 0
 QK0027
 QK0027.The horizontal coordinates were scaled from a topographic map and have
 QK0027.an estimated accuracy of +/- 6 seconds.
 QK0027
 QK0027.The orthometric height was determined by differential leveling
 QK0027.and adjusted by the National Geodetic Survey in June 1991..
 QK0027
 QK0027.The geoid height was determined by GEOID03.
 QK0027
 QK0027.The dynamic height is computed by dividing the NAVD 88
 QK0027.geopotential number by the normal gravity value computed on the
 QK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0027.degrees latitude (g = 980.6199 gals.).
 QK0027
 QK0027.The modeled gravity was interpolated from observed gravity values.
 QK0027
 QK0027;                    North         East    Units  Estimated Accuracy
 QK0027;SPC MI N     -   136,640.    8,226,010.      MT  (+/- 180 meters Scaled)
 QK0027
 QK0027                          SUPERSEDED SURVEY CONTROL
 QK0027
 QK0027.No superseded survey control is available for this station.
 QK0027
 QK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR259954(NAD 83)
 QK0027_MARKER: B = BOLT
 QK0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0027_SP_SET: CULVERT
 QK0027_MARK LOGO: NONE  
 QK0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0027
 QK0027  HISTORY     - Date     Condition        Report By
 QK0027  HISTORY     - 1971     MONUMENTED       NOS
 QK0027  HISTORY     - 1972     GOOD             USLS
 QK0027  HISTORY     - 1983     GOOD             NGS
 QK0027  HISTORY     - 19940728 GOOD             USPSQD
 QK0027  HISTORY     - 20010331 GOOD             NGS
 QK0027
 QK0027                          STATION DESCRIPTION
 QK0027
 QK0027'DESCRIBED BY US LAKE SURVEY 1972
 QK0027'14.2 MI E FROM CEDARVILLE.
 QK0027'CD 10 IS IN CHIPPEWA COUNTY, MICHIGAN, 14.2 MILES EAST ALONG HIGHWAY
 QK0027'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0027'ROAD) IN CEDARVILLE, 0.2 MILE NORTH ON HIGHWAY M-48, 23 FEET
 QK0027'NORTHWEST OF CENTERLINE OF HIGHWAY, 1.2 FEET NORTHEAST OF
 QK0027'SOUTHWEST FACE AND 0.4 FEET SOUTHEAST OF NORTHWEST FACE OF
 QK0027'8 FOOT CONCRETE CULVERT, 2 FEET BELOW THE ROAD SURFACE, BEING
 QK0027'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO
 QK0027'THE TOP OF CULVERT.  NOTE-- PREV. DESIG. CD 10 1971.
 QK0027
 QK0027                          STATION RECOVERY (1983)
 QK0027
 QK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0027'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.7 KM
 QK0027'(14.1 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0027'HIGHWAY 129 IN CEDARVILLE, THENCE 0.4 KM (0.25 MI) NORTH ALONG STATE
 QK0027'HIGHWAY 48, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A 5/8-INCH
 QK0027'DIAMETER BOLT SET IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 QK0027'HEADWALL, 7.01 METERS (23.0 FT) NORTHWEST OF THE CENTERLINE OF THE
 QK0027'HIGHWAY, 0.36 METERS (1.2 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 QK0027'NORTHWEST HEADWALL, AND 42.67 METERS (140.0 FT) NORTHEAST OF THE
 QK0027'CENTER OF A NARROW GRAVELED ROAD LEADING NORTHWEST.
 QK0027'THE MARK IS 0.24 METERS  ENE FROM A WITNESS POST.
 QK0027'THE MARK IS 0.3 M BELOW HIGHWAY.
 QK0027
 QK0027                          STATION RECOVERY (1994)
 QK0027
 QK0027'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0027'RECOVERED IN GOOD CONDITION.
 QK0027
 QK0027                          STATION RECOVERY (2001)
 QK0027
 QK0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0027'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0026 ***********************************************************************
 QK0026  DESIGNATION -  CD 11
 QK0026  PID         -  QK0026
 QK0026  STATE/COUNTY-  MI/CHIPPEWA
 QK0026  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0026
 QK0026                         *CURRENT SURVEY CONTROL
 QK0026  ___________________________________________________________________
 QK0026* NAD 83(1986)-  45 59 18.     (N)    084 04 21.     (W)     SCALED    
 QK0026* NAVD 88     -       199.330  (meters)     653.97   (feet)  ADJUSTED  
 QK0026  ___________________________________________________________________
 QK0026  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 QK0026  DYNAMIC HT  -         199.334 (meters)     653.98  (feet)  COMP
 QK0026  MODELED GRAV-     980,629.8   (mgal)                       NAVD 88
 QK0026
 QK0026  VERT ORDER  -  FIRST     CLASS 0
 QK0026
 QK0026.The horizontal coordinates were scaled from a topographic map and have
 QK0026.an estimated accuracy of +/- 6 seconds.
 QK0026
 QK0026.The orthometric height was determined by differential leveling
 QK0026.and adjusted by the National Geodetic Survey in June 1991..
 QK0026
 QK0026.The geoid height was determined by GEOID03.
 QK0026
 QK0026.The dynamic height is computed by dividing the NAVD 88
 QK0026.geopotential number by the normal gravity value computed on the
 QK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0026.degrees latitude (g = 980.6199 gals.).
 QK0026
 QK0026.The modeled gravity was interpolated from observed gravity values.
 QK0026
 QK0026;                    North         East    Units  Estimated Accuracy
 QK0026;SPC MI N     -   138,120.    8,226,750.      MT  (+/- 180 meters Scaled)
 QK0026
 QK0026                          SUPERSEDED SURVEY CONTROL
 QK0026
 QK0026.No superseded survey control is available for this station.
 QK0026
 QK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR267969(NAD 83)
 QK0026_MARKER: B = BOLT
 QK0026_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0026_SP_SET: CULVERT
 QK0026_MARK LOGO: NONE  
 QK0026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0026
 QK0026  HISTORY     - Date     Condition        Report By
 QK0026  HISTORY     - 1971     MONUMENTED       NOS
 QK0026  HISTORY     - 1972     GOOD             USLS
 QK0026  HISTORY     - 1983     GOOD             NGS
 QK0026  HISTORY     - 19940728 GOOD             USPSQD
 QK0026  HISTORY     - 20010331 GOOD             NGS
 QK0026
 QK0026                          STATION DESCRIPTION
 QK0026
 QK0026'DESCRIBED BY US LAKE SURVEY 1972
 QK0026'14.2 MI E FROM CEDARVILLE.
 QK0026'CD 11 IS IN CHIPPEWA COUNTY, MICHIGAN, 14.2 MILES EAST ALONG HIGHWAY
 QK0026'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0026'ROAD) IN CEDARVILLE, 1.3 MILES NORTH ALONG HIGHWAY M-48, 34 FEET
 QK0026'EAST OF CENTERLINE OF HIGHWAY M-48, 1.1 FEET NORTH OF SOUTH FACE
 QK0026'AND 0.5 FEET WEST OF EAST FACE OF AN 8 FOOT CONCRETE CULVERT,
 QK0026'4 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0026'5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT.
 QK0026'NOTE-- PREV. DESIG. CD 11 1971.
 QK0026
 QK0026                          STATION RECOVERY (1983)
 QK0026
 QK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0026'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  22.7 KM
 QK0026'(14.1 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0026'HIGHWAY 129 IN CEDARVILLE, THENCE 2.1 KM (1.3 MI) NORTH ALONG STATE
 QK0026'HIGHWAY 48, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A 5/8-INCH BOLT
 QK0026'SET IN TOP OF THE SOUTH END OF THE EAST HEADWALL, 10.36 METERS
 QK0026'(34.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.33 METERS (1.1 FT)
 QK0026'NORTH OF THE SOUTH END OF THE EAST HEADWALL, AND 0.85 METERS (2.8 FT)
 QK0026'NORTHEAST OF BENCH MARK S 294.
 QK0026'THE MARK IS 0.97 METERS  ENE FROM A WITNESS POST.
 QK0026'THE MARK IS 1.21 M BELOW HIGHWAY.
 QK0026
 QK0026                          STATION RECOVERY (1994)
 QK0026
 QK0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0026'RECOVERED IN GOOD CONDITION.
 QK0026
 QK0026                          STATION RECOVERY (2001)
 QK0026
 QK0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0026'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0040 ***********************************************************************
 QK0040  DESIGNATION -  CD 2
 QK0040  PID         -  QK0040
 QK0040  STATE/COUNTY-  MI/MACKINAC
 QK0040  USGS QUAD   -  CEDARVILLE (1975)
 QK0040
 QK0040                         *CURRENT SURVEY CONTROL
 QK0040  ___________________________________________________________________
 QK0040* NAD 83(1986)-  45 59 23.     (N)    084 17 02.     (W)     SCALED    
 QK0040* NAVD 88     -       187.376  (meters)     614.75   (feet)  ADJUSTED  
 QK0040  ___________________________________________________________________
 QK0040  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 QK0040  DYNAMIC HT  -         187.382 (meters)     614.77  (feet)  COMP
 QK0040  MODELED GRAV-     980,642.3   (mgal)                       NAVD 88
 QK0040
 QK0040  VERT ORDER  -  FIRST     CLASS 0
 QK0040
 QK0040.The horizontal coordinates were scaled from a topographic map and have
 QK0040.an estimated accuracy of +/- 6 seconds.
 QK0040
 QK0040.The orthometric height was determined by differential leveling
 QK0040.and adjusted by the National Geodetic Survey in June 1991..
 QK0040
 QK0040.The geoid height was determined by GEOID03.
 QK0040
 QK0040.The dynamic height is computed by dividing the NAVD 88
 QK0040.geopotential number by the normal gravity value computed on the
 QK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0040.degrees latitude (g = 980.6199 gals.).
 QK0040
 QK0040.The modeled gravity was interpolated from observed gravity values.
 QK0040
 QK0040;                    North         East    Units  Estimated Accuracy
 QK0040;SPC MI N     -   137,690.    8,210,380.      MT  (+/- 180 meters Scaled)
 QK0040
 QK0040                          SUPERSEDED SURVEY CONTROL
 QK0040
 QK0040.No superseded survey control is available for this station.
 QK0040
 QK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR103964(NAD 83)
 QK0040_MARKER: B = BOLT
 QK0040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0040_SP_SET: CULVERT
 QK0040_MARK LOGO: NONE  
 QK0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0040
 QK0040  HISTORY     - Date     Condition        Report By
 QK0040  HISTORY     - 1971     MONUMENTED       NOS
 QK0040  HISTORY     - 1972     GOOD             USLS
 QK0040  HISTORY     - 1983     GOOD             NGS
 QK0040  HISTORY     - 19940728 GOOD             USPSQD
 QK0040  HISTORY     - 19950712 GOOD             USPSQD
 QK0040
 QK0040                          STATION DESCRIPTION
 QK0040
 QK0040'DESCRIBED BY US LAKE SURVEY 1972
 QK0040'4.1 MI E FROM CEDARVILLE.
 QK0040'CD 2 IS IN MACKINAC COUNTY, MICHIGAN, 4.1 MILES EAST ALONG HIGHWAY
 QK0040'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0040'ROAD) AT CEDARVILLE, 0.2 MILES WEST OF U.S. STEEL CORP. RAILROAD
 QK0040'OVERPASS LEADING TO PORT DOLOMITE, 27 FEET NORTHEAST OF
 QK0040'CENTERLINE OF HIGHWAY M-134, 1.4 FEET SOUTHEAST OF NORTHWEST
 QK0040'FACE AND 0.4 FEET SOUTHWEST OF NORTHEAST FACE OF A 10 FOOT
 QK0040'CONCRETE CULVERT ABUTMENT, 2 FEET BELOW THE ROAD SURFACE, BEING
 QK0040'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO
 QK0040'THE TOP OF CULVERT.  NOTE-- PREV. DESIG. CD 2 1971.
 QK0040
 QK0040                          STATION RECOVERY (1983)
 QK0040
 QK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0040'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.6 KM
 QK0040'(4.1 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0040'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0040'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.42 METERS (1.4 FT)
 QK0040'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST HEADWALL, 0.3 KM
 QK0040'(0.2 MI) NORTHWEST OF THE U.S. STEEL CORPORATION RAILROAD OVERPASS,
 QK0040'8.22 METERS (27.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 QK0040'2.74 METERS (9.0 FT) NORTH-NORTHWEST OF A 6-INCH DIAMETER WHITE WOOD
 QK0040'POST.
 QK0040'THE MARK IS 0.6 M BELOW HIGHWAY.
 QK0040
 QK0040                          STATION RECOVERY (1994)
 QK0040
 QK0040'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0040'RECOVERED IN GOOD CONDITION.
 QK0040
 QK0040                          STATION RECOVERY (1995)
 QK0040
 QK0040'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0037 ***********************************************************************
 QK0037  DESIGNATION -  CD 3
 QK0037  PID         -  QK0037
 QK0037  STATE/COUNTY-  MI/MACKINAC
 QK0037  USGS QUAD   -  CEDARVILLE (1975)
 QK0037
 QK0037                         *CURRENT SURVEY CONTROL
 QK0037  ___________________________________________________________________
 QK0037* NAD 83(1986)-  45 59 30.     (N)    084 15 34.     (W)     SCALED    
 QK0037* NAVD 88     -       186.119  (meters)     610.63   (feet)  ADJUSTED  
 QK0037  ___________________________________________________________________
 QK0037  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 QK0037  DYNAMIC HT  -         186.125 (meters)     610.65  (feet)  COMP
 QK0037  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 QK0037
 QK0037  VERT ORDER  -  FIRST     CLASS 0
 QK0037
 QK0037.The horizontal coordinates were scaled from a topographic map and have
 QK0037.an estimated accuracy of +/- 6 seconds.
 QK0037
 QK0037.The orthometric height was determined by differential leveling
 QK0037.and adjusted by the National Geodetic Survey in June 1991..
 QK0037
 QK0037.The geoid height was determined by GEOID03.
 QK0037
 QK0037.The dynamic height is computed by dividing the NAVD 88
 QK0037.geopotential number by the normal gravity value computed on the
 QK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0037.degrees latitude (g = 980.6199 gals.).
 QK0037
 QK0037.The modeled gravity was interpolated from observed gravity values.
 QK0037
 QK0037;                    North         East    Units  Estimated Accuracy
 QK0037;SPC MI N     -   137,970.    8,212,260.      MT  (+/- 180 meters Scaled)
 QK0037
 QK0037                          SUPERSEDED SURVEY CONTROL
 QK0037
 QK0037.No superseded survey control is available for this station.
 QK0037
 QK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR122967(NAD 83)
 QK0037_MARKER: B = BOLT
 QK0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0037_SP_SET: CULVERT
 QK0037_MARK LOGO: NONE  
 QK0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0037
 QK0037  HISTORY     - Date     Condition        Report By
 QK0037  HISTORY     - 1971     MONUMENTED       NOS
 QK0037  HISTORY     - 1972     GOOD             USLS
 QK0037  HISTORY     - 1983     GOOD             NGS
 QK0037  HISTORY     - 19940728 GOOD             USPSQD
 QK0037  HISTORY     - 19950712 GOOD             USPSQD
 QK0037  HISTORY     - 20010331 GOOD             NGS
 QK0037
 QK0037                          STATION DESCRIPTION
 QK0037
 QK0037'DESCRIBED BY US LAKE SURVEY 1972
 QK0037'5.3 MI E FROM CEDARVILLE.
 QK0037'CD 3 IS IN MACKINAC COUNTY, MICHIGAN, 5.3 MILES EAST ALONG HIGHWAY
 QK0037'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0037'ROAD) IN CEDARVILLE, 1.2 MILES WEST OF PRENTISS CREEK, 390 FEET
 QK0037'WEST OF EXTENDED CENTERLINE OF A MICRO RELAY MAST, 33 FEET SOUTH
 QK0037'OF CENTERLINE OF HIGHWAY M-134, 1.5 FEET WEST OF EAST FACE AND
 QK0037'0.4 FEET NORTH OF SOUTH FACE OF A 10 FOOT CONCRETE CULVERT,
 QK0037'5 FEET BELOW THE ROAD SURFACE, BEING HIGHEST POINT ON TOP OF
 QK0037'A 5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF THE CULVERT.
 QK0037'NOTE-- PREV. DESIG. CD 3 1971.
 QK0037
 QK0037                          STATION RECOVERY (1983)
 QK0037
 QK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0037'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.6 KM
 QK0037'(5.35 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0037'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0037'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.46 METERS (1.5 FT)
 QK0037'WEST OF THE EAST END OF THE SOUTH HEADWALL, 118.87 METERS (390.0 FT)
 QK0037'WEST OF AN EXTENDED CENTERLINE OF A GRAVELED ROAD LEADING NORTH TO A
 QK0037'RADIO TOWER, 10.05 METERS (33.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0037'HIGHWAY, AND 2.07 METERS (6.8 FT) EAST-SOUTHEAST OF A 5-INCH DIAMETER
 QK0037'WHITE WOOD POST PROJECTING 0.6 METER (2.0 FT) ABOVE THE GROUND.
 QK0037'THE MARK IS 1.52 M BELOW HIGHWAY.
 QK0037
 QK0037                          STATION RECOVERY (1994)
 QK0037
 QK0037'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0037'RECOVERED IN GOOD CONDITION.
 QK0037
 QK0037                          STATION RECOVERY (1995)
 QK0037
 QK0037'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0037'RECOVERED IN GOOD CONDITION.
 QK0037
 QK0037                          STATION RECOVERY (2001)
 QK0037
 QK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0035 ***********************************************************************
 QK0035  DESIGNATION -  CD 4
 QK0035  PID         -  QK0035
 QK0035  STATE/COUNTY-  MI/CHIPPEWA
 QK0035  USGS QUAD   -  PRENTISS BAY (1976)
 QK0035
 QK0035                         *CURRENT SURVEY CONTROL
 QK0035  ___________________________________________________________________
 QK0035* NAD 83(1986)-  45 59 11.     (N)    084 12 58.     (W)     SCALED    
 QK0035* NAVD 88     -       179.910  (meters)     590.25   (feet)  ADJUSTED  
 QK0035  ___________________________________________________________________
 QK0035  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 QK0035  DYNAMIC HT  -         179.915 (meters)     590.27  (feet)  COMP
 QK0035  MODELED GRAV-     980,638.5   (mgal)                       NAVD 88
 QK0035
 QK0035  VERT ORDER  -  FIRST     CLASS 0
 QK0035
 QK0035.The horizontal coordinates were scaled from a topographic map and have
 QK0035.an estimated accuracy of +/- 6 seconds.
 QK0035
 QK0035.The orthometric height was determined by differential leveling
 QK0035.and adjusted by the National Geodetic Survey in June 1991..
 QK0035
 QK0035.The geoid height was determined by GEOID03.
 QK0035
 QK0035.The dynamic height is computed by dividing the NAVD 88
 QK0035.geopotential number by the normal gravity value computed on the
 QK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0035.degrees latitude (g = 980.6199 gals.).
 QK0035
 QK0035.The modeled gravity was interpolated from observed gravity values.
 QK0035
 QK0035;                    North         East    Units  Estimated Accuracy
 QK0035;SPC MI N     -   137,500.    8,215,640.      MT  (+/- 180 meters Scaled)
 QK0035
 QK0035                          SUPERSEDED SURVEY CONTROL
 QK0035
 QK0035.No superseded survey control is available for this station.
 QK0035
 QK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR156963(NAD 83)
 QK0035_MARKER: B = BOLT
 QK0035_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0035_SP_SET: CULVERT
 QK0035_MARK LOGO: NONE  
 QK0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0035
 QK0035  HISTORY     - Date     Condition        Report By
 QK0035  HISTORY     - 1971     MONUMENTED       NOS
 QK0035  HISTORY     - 1972     GOOD             USLS
 QK0035  HISTORY     - 1983     GOOD             NGS
 QK0035  HISTORY     - 19940728 GOOD             USPSQD
 QK0035  HISTORY     - 20010331 GOOD             NGS
 QK0035
 QK0035                          STATION DESCRIPTION
 QK0035
 QK0035'DESCRIBED BY US LAKE SURVEY 1972
 QK0035'7.5 MI E FROM CEDARVILLE.
 QK0035'CD 4 IS IN CHIPPEWA COUNTY, MICHIGAN, 7.5 MILES EAST ALONG HIGHWAY
 QK0035'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0035'ROAD) IN CEDARVILLE, 5.7 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0035'80 FEET SOUTHEAST OF ROADSIDE PARK, 28 FEET SOUTHWEST CENTERLINE
 QK0035'OF HIGHWAY M-134, 0.9 FEET NORTHWEST OF SOUTHEAST FACE AND 0.5
 QK0035'FEET NORTHEAST OF SOUTHWEST FACE OF A 10 FOOT CONCRETE CULVERT,
 QK0035'3 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0035'5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT.
 QK0035'NOTE-- PREV. DESIG. CD 4 1971.
 QK0035
 QK0035                          STATION RECOVERY (1983)
 QK0035
 QK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0035'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.1 KM
 QK0035'(7.55 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0035'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0035'5/8-INCH DIAMETER STEEL BOLT SET O.15 METERS (0.5 FT) NORTHWEST OF THE
 QK0035'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 8.53 METERS (28.0 FT)
 QK0035'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.4 METERS (8.0 FT)
 QK0035'SOUTHEAST OF A 7-INCH DIAMETER WHITE WOODEN POST.
 QK0035'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0035
 QK0035                          STATION RECOVERY (1994)
 QK0035
 QK0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0035'RECOVERED IN GOOD CONDITION.
 QK0035
 QK0035                          STATION RECOVERY (2001)
 QK0035
 QK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0033 ***********************************************************************
 QK0033  DESIGNATION -  CD 5
 QK0033  PID         -  QK0033
 QK0033  STATE/COUNTY-  MI/MACKINAC
 QK0033  USGS QUAD   -  PRENTISS BAY (1976)
 QK0033
 QK0033                         *CURRENT SURVEY CONTROL
 QK0033  ___________________________________________________________________
 QK0033* NAD 83(1986)-  45 58 58.     (N)    084 12 19.     (W)     SCALED    
 QK0033* NAVD 88     -       177.843  (meters)     583.47   (feet)  ADJUSTED  
 QK0033  ___________________________________________________________________
 QK0033  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 QK0033  DYNAMIC HT  -         177.847 (meters)     583.49  (feet)  COMP
 QK0033  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 QK0033
 QK0033  VERT ORDER  -  FIRST     CLASS 0
 QK0033
 QK0033.The horizontal coordinates were scaled from a topographic map and have
 QK0033.an estimated accuracy of +/- 6 seconds.
 QK0033
 QK0033.The orthometric height was determined by differential leveling
 QK0033.and adjusted by the National Geodetic Survey in June 1991..
 QK0033
 QK0033.The geoid height was determined by GEOID03.
 QK0033
 QK0033.The dynamic height is computed by dividing the NAVD 88
 QK0033.geopotential number by the normal gravity value computed on the
 QK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0033.degrees latitude (g = 980.6199 gals.).
 QK0033
 QK0033.The modeled gravity was interpolated from observed gravity values.
 QK0033
 QK0033;                    North         East    Units  Estimated Accuracy
 QK0033;SPC MI N     -   137,130.    8,216,490.      MT  (+/- 180 meters Scaled)
 QK0033
 QK0033                          SUPERSEDED SURVEY CONTROL
 QK0033
 QK0033.No superseded survey control is available for this station.
 QK0033
 QK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR164959(NAD 83)
 QK0033_MARKER: B = BOLT
 QK0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0033_SP_SET: CULVERT
 QK0033_MARK LOGO: NONE  
 QK0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0033
 QK0033  HISTORY     - Date     Condition        Report By
 QK0033  HISTORY     - 1971     MONUMENTED       NOS
 QK0033  HISTORY     - 1972     GOOD             USLS
 QK0033  HISTORY     - 1983     GOOD             NGS
 QK0033  HISTORY     - 19940728 GOOD             USPSQD
 QK0033  HISTORY     - 19950712 GOOD             USPSQD
 QK0033  HISTORY     - 20010331 GOOD             NGS
 QK0033
 QK0033                          STATION DESCRIPTION
 QK0033
 QK0033'DESCRIBED BY US LAKE SURVEY 1972
 QK0033'8.1 MI E FROM CEDARVILLE.
 QK0033'CD 5 IS IN MACKINAC COUNTY, MICHIGAN, 8.1 MILES EAST ALONG HIGHWAY
 QK0033'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0033'ROAD) IN CEDARVILLE, 5.1 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0033'28 FEET SOUTHERLY OF CENTERLINE OF HIGHWAY M-134, 0.5 FEET
 QK0033'NORTH OF SOUTH FACE AND 0.4 FEET WEST OF EAST FACE OF 10 FOOT
 QK0033'CONCRETE CULVERT, 4 FEET BELOW ROAD SURFACE, BEING HIGHEST
 QK0033'POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF
 QK0033'CULVERT.  NOTE-- PREV. DESIG. CD 5 1971.
 QK0033
 QK0033                          STATION RECOVERY (1983)
 QK0033
 QK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0033'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  13.1 KM
 QK0033'(8.15 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0033'HIGHWAY 129 IN CEDARVILLE, AT A LARGE CULVERT UNDER THE HIGHWAY, A
 QK0033'5/8-INCH DIAMETER STEEL BOLT SET 0.12 METERS (0.4 FT) NORTHWEST OF THE
 QK0033'SOUTHEAST END OF THE SOUTHWEST HEADWALL, 8.53 METERS (28.0 FT)
 QK0033'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.5 METERS
 QK0033'(11.5 FT) SOUTHEAST OF A 6-INCH DIAMETER WHITE WOODEN POST.
 QK0033'THE MARK IS 0.76 M BELOW HIGHWAY.
 QK0033
 QK0033                          STATION RECOVERY (1994)
 QK0033
 QK0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0033'RECOVERED IN GOOD CONDITION.
 QK0033
 QK0033                          STATION RECOVERY (1995)
 QK0033
 QK0033'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0033'RECOVERED IN GOOD CONDITION.
 QK0033
 QK0033                          STATION RECOVERY (2001)
 QK0033
 QK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0032 ***********************************************************************
 QK0032  DESIGNATION -  CD 6
 QK0032  PID         -  QK0032
 QK0032  STATE/COUNTY-  MI/MACKINAC
 QK0032  USGS QUAD   -  PRENTISS BAY (1976)
 QK0032
 QK0032                         *CURRENT SURVEY CONTROL
 QK0032  ___________________________________________________________________
 QK0032* NAD 83(1986)-  45 58 55.     (N)    084 10 55.     (W)     SCALED    
 QK0032* NAVD 88     -       178.280  (meters)     584.91   (feet)  ADJUSTED  
 QK0032  ___________________________________________________________________
 QK0032  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 QK0032  DYNAMIC HT  -         178.284 (meters)     584.92  (feet)  COMP
 QK0032  MODELED GRAV-     980,636.5   (mgal)                       NAVD 88
 QK0032
 QK0032  VERT ORDER  -  FIRST     CLASS 0
 QK0032
 QK0032.The horizontal coordinates were scaled from a topographic map and have
 QK0032.an estimated accuracy of +/- 6 seconds.
 QK0032
 QK0032.The orthometric height was determined by differential leveling
 QK0032.and adjusted by the National Geodetic Survey in June 1991..
 QK0032
 QK0032.The geoid height was determined by GEOID03.
 QK0032
 QK0032.The dynamic height is computed by dividing the NAVD 88
 QK0032.geopotential number by the normal gravity value computed on the
 QK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0032.degrees latitude (g = 980.6199 gals.).
 QK0032
 QK0032.The modeled gravity was interpolated from observed gravity values.
 QK0032
 QK0032;                    North         East    Units  Estimated Accuracy
 QK0032;SPC MI N     -   137,100.    8,218,300.      MT  (+/- 180 meters Scaled)
 QK0032
 QK0032                          SUPERSEDED SURVEY CONTROL
 QK0032
 QK0032.No superseded survey control is available for this station.
 QK0032
 QK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR182959(NAD 83)
 QK0032_MARKER: B = BOLT
 QK0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0032_SP_SET: CULVERT
 QK0032_MARK LOGO: NONE  
 QK0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0032
 QK0032  HISTORY     - Date     Condition        Report By
 QK0032  HISTORY     - 1971     MONUMENTED       NOS
 QK0032  HISTORY     - 1972     GOOD             USLS
 QK0032  HISTORY     - 1983     GOOD             NGS
 QK0032  HISTORY     - 19940728 GOOD             USPSQD
 QK0032  HISTORY     - 19950712 GOOD             USPSQD
 QK0032  HISTORY     - 20010331 GOOD             NGS
 QK0032
 QK0032                          STATION DESCRIPTION
 QK0032
 QK0032'DESCRIBED BY US LAKE SURVEY 1972
 QK0032'9.2 MI E FROM CEDARVILLE.
 QK0032'CD 6 IS IN MACKINAC COUNTY, MICHIGAN, 9.2 MILES EAST ALONG HIGHWAY
 QK0032'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0032'ROAD) IN CEDARVILLE, 4.0 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0032'184 FEET EAST OF CENTERLINE OF PALMER-LEE ROAD, 38 FEET SOUTH
 QK0032'OF CENTERLINE OF HIGHWAY M-134, 1.2 FEET EAST OF WEST FACE
 QK0032'AND 0.4 FEET NORTH OF SOUTH FACE OF A 10 FOOT CONCRETE CULVERT,
 QK0032'5 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0032'5/8-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT.
 QK0032'NOTE-- PREV. DESIG. CD 6 1971.
 QK0032
 QK0032                          STATION RECOVERY (1983)
 QK0032
 QK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0032'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  15.0 KM
 QK0032'(9.3 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0032'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0032'5/8-INCH DIAMETER STEEL BOLT SET IN THE TOP OF THE WEST END OF THE
 QK0032'SOUTH HEADWALL, 11.58 METERS (38.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0032'HIGHWAY, 56.38 METERS (185.0 FT) EAST-NORTHEAST OF THE CENTER OF A
 QK0032'GRAVELED ROAD LEADING SOUTHERLY TO BEAVERTAIL POINT, AND 0.36 METERS
 QK0032'(1.2 FT) EAST OF THE WEST END OF THE SOUTH HEADWALL.
 QK0032'THE MARK IS 1.52 M BELOW HIGHWAY.
 QK0032
 QK0032                          STATION RECOVERY (1994)
 QK0032
 QK0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0032'RECOVERED IN GOOD CONDITION.
 QK0032
 QK0032                          STATION RECOVERY (1995)
 QK0032
 QK0032'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0032'RECOVERED IN GOOD CONDITION.
 QK0032
 QK0032                          STATION RECOVERY (2001)
 QK0032
 QK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0031 ***********************************************************************
 QK0031  DESIGNATION -  CD 7
 QK0031  PID         -  QK0031
 QK0031  STATE/COUNTY-  MI/MACKINAC
 QK0031  USGS QUAD   -  PRENTISS BAY (1976)
 QK0031
 QK0031                         *CURRENT SURVEY CONTROL
 QK0031  ___________________________________________________________________
 QK0031* NAD 83(1986)-  45 58 54.     (N)    084 09 30.     (W)     SCALED    
 QK0031* NAVD 88     -       178.198  (meters)     584.64   (feet)  ADJUSTED  
 QK0031  ___________________________________________________________________
 QK0031  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QK0031  DYNAMIC HT  -         178.203 (meters)     584.65  (feet)  COMP
 QK0031  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 QK0031
 QK0031  VERT ORDER  -  FIRST     CLASS 0
 QK0031
 QK0031.The horizontal coordinates were scaled from a topographic map and have
 QK0031.an estimated accuracy of +/- 6 seconds.
 QK0031
 QK0031.The orthometric height was determined by differential leveling
 QK0031.and adjusted by the National Geodetic Survey in June 1991..
 QK0031.WARNING-Repeat measurements at this control monument indicate possible
 QK0031.vertical movement.
 QK0031
 QK0031.The geoid height was determined by GEOID03.
 QK0031
 QK0031.The dynamic height is computed by dividing the NAVD 88
 QK0031.geopotential number by the normal gravity value computed on the
 QK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0031.degrees latitude (g = 980.6199 gals.).
 QK0031
 QK0031.The modeled gravity was interpolated from observed gravity values.
 QK0031
 QK0031;                    North         East    Units  Estimated Accuracy
 QK0031;SPC MI N     -   137,130.    8,220,130.      MT  (+/- 180 meters Scaled)
 QK0031
 QK0031                          SUPERSEDED SURVEY CONTROL
 QK0031
 QK0031.No superseded survey control is available for this station.
 QK0031
 QK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR201959(NAD 83)
 QK0031_MARKER: B = BOLT
 QK0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0031_SP_SET: CULVERT
 QK0031_MARK LOGO: NONE  
 QK0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0031
 QK0031  HISTORY     - Date     Condition        Report By
 QK0031  HISTORY     - 1971     MONUMENTED       NOS
 QK0031  HISTORY     - 1972     GOOD             USLS
 QK0031  HISTORY     - 1983     GOOD             NGS
 QK0031  HISTORY     - 19940728 GOOD             USPSQD
 QK0031  HISTORY     - 19950712 GOOD             USPSQD
 QK0031  HISTORY     - 20010331 GOOD             NGS
 QK0031
 QK0031                          STATION DESCRIPTION
 QK0031
 QK0031'DESCRIBED BY US LAKE SURVEY 1972
 QK0031'10.4 MI E FROM CEDARVILLE.
 QK0031'CD 7 IS IN MACKINAC COUNTY, MICHIGAN, 10.4 MILES EAST ALONG HIGHWAY
 QK0031'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0031'ROAD) IN CEDARVILLE, 2.8 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0031'40 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY M-134, 1.5 FEET
 QK0031'SOUTHEAST OF NORTHWEST FACE AND 0.4 FEET NORTHEAST OF SOUTHWEST
 QK0031'FACE OF A 10 FOOT CONCRETE CULVERT NO. 568+80, 3 FEET BELOW
 QK0031'ROAD SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0031'STEEL BOLT SET INTO THE TOP OF CULVERT.  NOTE-- PREV. DESIG.
 QK0031'CD 7 1971.
 QK0031
 QK0031                          STATION RECOVERY (1983)
 QK0031
 QK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0031'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  16.8 KM
 QK0031'(10.45 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0031'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0031'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.46 METERS (1.5 FT)
 QK0031'SOUTHEAST OF THE NORTHWEST END OF THE SOUTH HEADWALL, ALSO 4.5 KM
 QK0031'(2.8 MI) WEST ALONG STATE HIGHWAY 134 FROM THE BRIDGE OVER TROUT
 QK0031'CREEK, 12.19 METERS (40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 QK0031'HIGHWAY, AND 1.21 METERS (4.0 FT) SOUTH-SOUTHEAST OF A 6-INCH DIAMETER
 QK0031'WHITE WOOD POST.
 QK0031'THE MARK IS 0.51 METERS  ESE FROM A WITNESS POST.
 QK0031'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0031
 QK0031                          STATION RECOVERY (1994)
 QK0031
 QK0031'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0031'RECOVERED IN GOOD CONDITION.
 QK0031
 QK0031                          STATION RECOVERY (1995)
 QK0031
 QK0031'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0031'RECOVERED IN GOOD CONDITION.
 QK0031
 QK0031                          STATION RECOVERY (2001)
 QK0031
 QK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0030 ***********************************************************************
 QK0030  DESIGNATION -  CD 8
 QK0030  PID         -  QK0030
 QK0030  STATE/COUNTY-  MI/MACKINAC
 QK0030  USGS QUAD   -  PRENTISS BAY (1976)
 QK0030
 QK0030                         *CURRENT SURVEY CONTROL
 QK0030  ___________________________________________________________________
 QK0030* NAD 83(1986)-  45 58 51.     (N)    084 08 05.     (W)     SCALED    
 QK0030* NAVD 88     -       182.700  (meters)     599.41   (feet)  ADJUSTED  
 QK0030  ___________________________________________________________________
 QK0030  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 QK0030  DYNAMIC HT  -         182.704 (meters)     599.42  (feet)  COMP
 QK0030  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 QK0030
 QK0030  VERT ORDER  -  FIRST     CLASS 0
 QK0030
 QK0030.The horizontal coordinates were scaled from a topographic map and have
 QK0030.an estimated accuracy of +/- 6 seconds.
 QK0030
 QK0030.The orthometric height was determined by differential leveling
 QK0030.and adjusted by the National Geodetic Survey in June 1991..
 QK0030.WARNING-Repeat measurements at this control monument indicate possible
 QK0030.vertical movement.
 QK0030
 QK0030.The geoid height was determined by GEOID03.
 QK0030
 QK0030.The dynamic height is computed by dividing the NAVD 88
 QK0030.geopotential number by the normal gravity value computed on the
 QK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0030.degrees latitude (g = 980.6199 gals.).
 QK0030
 QK0030.The modeled gravity was interpolated from observed gravity values.
 QK0030
 QK0030;                    North         East    Units  Estimated Accuracy
 QK0030;SPC MI N     -   137,110.    8,221,960.      MT  (+/- 180 meters Scaled)
 QK0030
 QK0030                          SUPERSEDED SURVEY CONTROL
 QK0030
 QK0030.No superseded survey control is available for this station.
 QK0030
 QK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR219959(NAD 83)
 QK0030_MARKER: B = BOLT
 QK0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0030_SP_SET: CULVERT
 QK0030_MARK LOGO: NONE  
 QK0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0030
 QK0030  HISTORY     - Date     Condition        Report By
 QK0030  HISTORY     - 1971     MONUMENTED       NOS
 QK0030  HISTORY     - 1972     GOOD             USLS
 QK0030  HISTORY     - 1983     GOOD             NGS
 QK0030  HISTORY     - 19940728 GOOD             USPSQD
 QK0030  HISTORY     - 19950712 GOOD             USPSQD
 QK0030  HISTORY     - 20010331 GOOD             NGS
 QK0030
 QK0030                          STATION DESCRIPTION
 QK0030
 QK0030'DESCRIBED BY US LAKE SURVEY 1972
 QK0030'11.6 MI E FROM CEDARVILLE.
 QK0030'CD 8 IS IN MACKINAC COUNTY, MICHIGAN, 11.6 MILES EAST ALONG HIGHWAY
 QK0030'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0030'ROAD) IN CEDARVILLE, 1.6 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0030'28 FEET SOUTH OF CENTERLINE OF HIGHWAY M-134, 1.1 FEET WEST
 QK0030'OF EAST FACE AND 0.4 FEET NORTH OF SOUTH FACE OF A 10 FOOT
 QK0030'CONCRETE CULVERT, 4 FEET BELOW ROAD SURFACE, BEING HIGHEST
 QK0030'POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE
 QK0030'TOP OF CULVERT.  NOTE-- PREV. DESIG. CD 8 1971.
 QK0030
 QK0030                          STATION RECOVERY (1983)
 QK0030
 QK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0030'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  18.7 KM
 QK0030'(11.65 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0030'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0030'5/8-INCH DIAMETER STEEL BOLT 0.33 METERS (1.1 FT) WEST OF THE EAST END
 QK0030'AND IN TOP OF THE SOUTH HEADWALL OF THE CULVERT, ALSO 4.5 KM (2.8 MI)
 QK0030'WESTERLY ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE HIGHWAY
 QK0030'48, 8.53 METERS (28.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0030'17.95 METERS (58.9 FT) EAST-NORTHEAST OF BENCH MARK W 294, AND
 QK0030'2.28 METERS (7.5 FT) EAST-SOUTHEAST OF 6-INCH DIAMETER WHITE WOODEN
 QK0030'POST.
 QK0030'THE MARK IS 16.8 METERS  ENE FROM A WITNESS POST.
 QK0030'THE MARK IS 1.21 M BELOW HIGHWAY.
 QK0030
 QK0030                          STATION RECOVERY (1994)
 QK0030
 QK0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0030'RECOVERED IN GOOD CONDITION.
 QK0030
 QK0030                          STATION RECOVERY (1995)
 QK0030
 QK0030'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0030'RECOVERED IN GOOD CONDITION.
 QK0030
 QK0030                          STATION RECOVERY (2001)
 QK0030
 QK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0029 ***********************************************************************
 QK0029  DESIGNATION -  CD 9
 QK0029  PID         -  QK0029
 QK0029  STATE/COUNTY-  MI/MACKINAC
 QK0029  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0029
 QK0029                         *CURRENT SURVEY CONTROL
 QK0029  ___________________________________________________________________
 QK0029* NAD 83(1986)-  45 59 02.     (N)    084 07 08.     (W)     SCALED    
 QK0029* NAVD 88     -       178.638  (meters)     586.08   (feet)  ADJUSTED  
 QK0029  ___________________________________________________________________
 QK0029  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 QK0029  DYNAMIC HT  -         178.641 (meters)     586.09  (feet)  COMP
 QK0029  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 QK0029
 QK0029  VERT ORDER  -  FIRST     CLASS 0
 QK0029
 QK0029.The horizontal coordinates were scaled from a topographic map and have
 QK0029.an estimated accuracy of +/- 6 seconds.
 QK0029
 QK0029.The orthometric height was determined by differential leveling
 QK0029.and adjusted by the National Geodetic Survey in June 1991..
 QK0029
 QK0029.The geoid height was determined by GEOID03.
 QK0029
 QK0029.The dynamic height is computed by dividing the NAVD 88
 QK0029.geopotential number by the normal gravity value computed on the
 QK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0029.degrees latitude (g = 980.6199 gals.).
 QK0029
 QK0029.The modeled gravity was interpolated from observed gravity values.
 QK0029
 QK0029;                    North         East    Units  Estimated Accuracy
 QK0029;SPC MI N     -   137,490.    8,223,180.      MT  (+/- 180 meters Scaled)
 QK0029
 QK0029                          SUPERSEDED SURVEY CONTROL
 QK0029
 QK0029.No superseded survey control is available for this station.
 QK0029
 QK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR231962(NAD 83)
 QK0029_MARKER: B = BOLT
 QK0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0029_SP_SET: CULVERT
 QK0029_MARK LOGO: NONE  
 QK0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0029
 QK0029  HISTORY     - Date     Condition        Report By
 QK0029  HISTORY     - 1971     MONUMENTED       NOS
 QK0029  HISTORY     - 1972     GOOD             USLS
 QK0029  HISTORY     - 1983     GOOD             NGS
 QK0029  HISTORY     - 19950712 GOOD             USPSQD
 QK0029
 QK0029                          STATION DESCRIPTION
 QK0029
 QK0029'DESCRIBED BY US LAKE SURVEY 1972
 QK0029'12.4 MI E FROM CEDARVILLE.
 QK0029'CD 9 IS IN MACKINAC COUNTY, MICHIGAN, 12.4 MILES EAST ALONG HIGHWAY
 QK0029'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0029'ROAD) IN CEDARVILLE, 0.8 MILES WEST OF BRIDGE OVER TROUT CREEK,
 QK0029'31 FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 1.2 FEET EAST OF
 QK0029'WEST FACE AND 0.4 FEET SOUTH OF NORTH FACE OF A 10 FOOT CONCRETE
 QK0029'CULVERT, 3 FEET BELOW ROAD SURFACE, BEING HIGHEST POINT ON TOP
 QK0029'OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF CULVERT.
 QK0029'NOTE-- PREV. DESIG. CD 9 1971.
 QK0029
 QK0029                          STATION RECOVERY (1983)
 QK0029
 QK0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0029'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  20.2 KM
 QK0029'(12.55 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0029'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0029'5/8-INCH DIAMETER STEEL BOLT 0.36 METERS (1.2 FT) EAST OF THE WEST END
 QK0029'OF THE NORTH HEADWALL, ALSO 2.9 KM (1.8 MI) WESTERLY ALONG STATE
 QK0029'HIGHWAY 134 FROM THE JUNCTION OF STATE HIGHWAY 48, 9.44 METERS
 QK0029'(31.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.35 METERS
 QK0029'(11.0 FT) WEST-NORTHWEST OF A 6-INCH DIAMETER WHITE WOOD POST
 QK0029'PROJECTING 0.67 METERS (2.2 FT) ABOVE THE GROUND.
 QK0029'THE MARK IS 0.9 M BELOW HIGHWAY.
 QK0029
 QK0029                          STATION RECOVERY (1995)
 QK0029
 QK0029'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0787 ***********************************************************************
 QK0787  DESIGNATION -  CECIL USLS 1918
 QK0787  PID         -  QK0787
 QK0787  STATE/COUNTY-  MI/EMMET
 QK0787  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0787
 QK0787                         *CURRENT SURVEY CONTROL
 QK0787  ___________________________________________________________________
 QK0787* NAD 83(1994)-  45 45 17.91715(N)    084 49 39.96199(W)     ADJUSTED  
 QK0787* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 QK0787  ___________________________________________________________________
 QK0787  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 QK0787  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QK0787
 QK0787  HORZ ORDER  -  FIRST
 QK0787
 QK0787.The horizontal coordinates were established by classical geodetic methods
 QK0787.and adjusted by the National Geodetic Survey in February 1997..
 QK0787
 QK0787.The orthometric height was scaled from a topographic map.
 QK0787
 QK0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0787
 QK0787.The geoid height was determined by GEOID03.
 QK0787
 QK0787;                    North         East     Units Scale Factor Converg.
 QK0787;SPC MI C     -   271,057.027 5,964,124.017   MT  1.00001318   -0 19 32.6
 QK0787;SPC MI C     -   889,294.71 19,567,336.01   iFT  1.00001318   -0 19 32.6
 QK0787;UTM  16      - 5,069,119.034   668,940.895   MT  0.99995090   +1 33 23.3
 QK0787
 QK0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0787!SPC MI C     -   0.99997748  x   1.00001318  =   0.99999066
 QK0787!UTM  16      -   0.99997748  x   0.99995090  =   0.99992838
 QK0787
 QK0787:                Primary Azimuth Mark                     Grid Az
 QK0787:SPC MI C     -  BIG STONE USLS 1918                      272 45 29.0
 QK0787:UTM  16      -  BIG STONE USLS 1918                      270 52 33.1
 QK0787
 QK0787|---------------------------------------------------------------------|
 QK0787| PID    Reference Object                     Distance      Geod. Az  |
 QK0787|                                                           dddmmss.s |
 QK0787| QK0790 BIG STONE USLS 1918                 APPROX. 4.3 KM 2722556.4 |
 QK0787|---------------------------------------------------------------------|
 QK0787
 QK0787                          SUPERSEDED SURVEY CONTROL
 QK0787
 QK0787  NAD 83(1986)-  45 45 17.91063(N)    084 49 39.96176(W) AD(       ) 1
 QK0787  NAD 27      -  45 45 17.87600(N)    084 49 39.76300(W) AD(       ) 1
 QK0787
 QK0787.Superseded values are not recommended for survey control.
 QK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0787.See file dsdata.txt to determine how the superseded data were derived.
 QK0787
 QK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6894169119(NAD 83)
 QK0787_MARKER: Z = SEE DESCRIPTION
 QK0787_SETTING: 0 = UNSPECIFIED SETTING
 QK0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0787
 QK0787  HISTORY     - Date     Condition        Report By
 QK0787  HISTORY     - 1918     MONUMENTED       USLS
 QK0787  HISTORY     - 1932     SEE DESCRIPTION  USLS
 QK0787  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0787
 QK0787                          STATION DESCRIPTION
 QK0787
 QK0787'DESCRIBED BY US LAKE SURVEY 1918
 QK0787'ON SOUTH SHORE OF STRAITS OF MACKINAC, ON SOUTH END OF SMALL ISLAND
 QK0787'OFF THE POINT EAST OF OLD DOCK AT CECIL,
 QK0787'ABOUT 2-1/2 MILES WEST OF MCGULPIN POINT.  MARKED BY BRASS BOLT
 QK0787'IN MASS OF CONCRETE SET IN BANK
 QK0787'OF GRAVEL, AND MARKED U.S. 18.
 QK0787
 QK0787                          STATION RECOVERY (1932)
 QK0787
 QK0787'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0787'STATION RECOVERED IN GOOD CONDITION.  LOCATED ON THE S SHORE OF
 QK0787'STRAITS OF MACKINAC,
 QK0787'4 MI. SW OF MACKINAW CITY, 2-1/2 MI. W OF MCGULPIN
 QK0787'POINT, AND ON THE HIGHEST POINT
 QK0787'OF A SMALL ISLAND OFF THE POINT
 QK0787'E OF THE OLD DOCK AT CECIL.
 QK0787'
 QK0787'STATION IS MARKED BY A BRASS BOLT IN A CONCRETE PLUG, FLUSH
 QK0787'WITH THE SURFACE
 QK0787'OF THE BANK OF GRAVEL AND MARKED US 18.  TRIPOD
 QK0787'STILL STANDING IN FAIRLY GOOD
 QK0787'CONDITION.
 QK0787'
 QK0787'A BLACK BOULDER (7- BY 9- BY 4.5-FT.) BEARS N 12 DEG E, 185 FT.
 QK0787'FROM THE STATION.
 QK0787'
 QK0787'TO REACH FROM MACKINAW CITY, FOLLOW THE ROAD TO THE CECIL
 QK0787'BAY POST OFFICE
 QK0787'AND RESORT.  STATION BEING 1/2 MI. NE OF THIS
 QK0787'POINT.  STATION IS ON AN ISLAND IN
 QK0787'HIGH WATER, BUT THERE IS A LAND
 QK0787'CONNECTION AT LOW WATER.
 QK0787
 QK0787                          STATION RECOVERY (1956)
 QK0787
 QK0787'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0787'THE STATION MARK WAS RECOVERED AND FOUND
 QK0787'TO BE IN GOOD
 QK0787'CONDITION.  THE STATION MARK IS FLUSH WITH THE
 QK0787'GROUND AND A FEW ROCKS WERE
 QK0787'PILED ON THE MARK FOR EASIER RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0269 ***********************************************************************
 QL0269  DESIGNATION -  CEDAR
 QL0269  PID         -  QL0269
 QL0269  STATE/COUNTY-  MI/MENOMINEE
 QL0269  USGS QUAD   -  CEDAR RIVER (1989)
 QL0269
 QL0269                         *CURRENT SURVEY CONTROL
 QL0269  ___________________________________________________________________
 QL0269* NAD 83(1986)-  45 24 40.     (N)    087 21 15.     (W)     SCALED    
 QL0269* NAVD 88     -       177.802  (meters)     583.34   (feet)  ADJUSTED  
 QL0269  ___________________________________________________________________
 QL0269  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 QL0269  DYNAMIC HT  -         177.790 (meters)     583.30  (feet)  COMP
 QL0269  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 QL0269
 QL0269  VERT ORDER  -  FIRST     CLASS 0
 QL0269
 QL0269.The horizontal coordinates were scaled from a topographic map and have
 QL0269.an estimated accuracy of +/- 6 seconds.
 QL0269
 QL0269.The orthometric height was determined by differential leveling
 QL0269.and adjusted by the National Geodetic Survey in June 1991..
 QL0269
 QL0269.The geoid height was determined by GEOID03.
 QL0269
 QL0269.The dynamic height is computed by dividing the NAVD 88
 QL0269.geopotential number by the normal gravity value computed on the
 QL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0269.degrees latitude (g = 980.6199 gals.).
 QL0269
 QL0269.The modeled gravity was interpolated from observed gravity values.
 QL0269
 QL0269;                    North         East    Units  Estimated Accuracy
 QL0269;SPC MI N     -    69,840.    7,972,280.      MT  (+/- 180 meters Scaled)
 QL0269
 QL0269                          SUPERSEDED SURVEY CONTROL
 QL0269
 QL0269.No superseded survey control is available for this station.
 QL0269
 QL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR722286(NAD 83)
 QL0269_MARKER: Z = SEE DESCRIPTION
 QL0269_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0269_SP_SET: 12 FEET
 QL0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0269
 QL0269  HISTORY     - Date     Condition        Report By
 QL0269  HISTORY     - UNK      MONUMENTED       USLS
 QL0269  HISTORY     - 1972     GOOD             NGS
 QL0269  HISTORY     - 19950726 GOOD             USPSQD
 QL0269  HISTORY     - 20011023 GOOD             USPSQD
 QL0269  HISTORY     - 20030413 GOOD             USPSQD
 QL0269  HISTORY     - 20060406 GOOD             USPSQD
 QL0269
 QL0269                          STATION DESCRIPTION
 QL0269
 QL0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0269'AT CEDAR RIVER.
 QL0269'AT CEDAR RIVER, ABOUT 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QL0269'FROM THE TOWN HALL AND STATE HIGHWAY M 35, AT THE JUNCTION OF
 QL0269'A GRAVEL ROAD LEADING NORTHEAST, 24 FEET NORTHEAST OF THE CENTER
 QL0269'LINE OF THE NORTHWEST-SOUTHEAST ROAD, 13 FEET NORTHWEST OF THE
 QL0269'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 2 1/2 FEET WEST OF A
 QL0269'FENCE CORNER, 1.7 FEET SOUTHWEST OF A FENCE LINE, 1/2 FOOT WEST
 QL0269'OF THE WEST FACE OF A POWER POLE WHICH SUPPORTS A STREET LIGHT,
 QL0269'1 FOOT BELOW THE LEVEL OF THE ROAD 1/2 FOOT BELOW THE LEVEL OF
 QL0269'THE GROUND AND ENCASED IN A 4 INCH METAL PIPE.  THE ROD WAS
 QL0269'DRIVEN TO A DEPTH OF 12 FEET.  SECTION 23, T 35 N, R 25 W.
 QL0269
 QL0269                          STATION RECOVERY (1995)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2001)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2003)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0269'RECOVERED IN GOOD CONDITION.
 QL0269
 QL0269                          STATION RECOVERY (2006)
 QL0269
 QL0269'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0197 ***********************************************************************
 RJ0197  DESIGNATION -  CEDAR
 RJ0197  PID         -  RJ0197
 RJ0197  STATE/COUNTY-  MI/CHIPPEWA
 RJ0197  USGS QUAD   -  GOETZVILLE (1976)
 RJ0197
 RJ0197                         *CURRENT SURVEY CONTROL
 RJ0197  ___________________________________________________________________
 RJ0197* NAD 83(1986)-  46 15 24.     (N)    084 06 17.     (W)     SCALED    
 RJ0197* NAVD 88     -       188.682  (meters)     619.03   (feet)  ADJUSTED  
 RJ0197  ___________________________________________________________________
 RJ0197  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0197  DYNAMIC HT  -         188.691 (meters)     619.06  (feet)  COMP
 RJ0197  MODELED GRAV-     980,659.1   (mgal)                       NAVD 88
 RJ0197
 RJ0197  VERT ORDER  -  FIRST     CLASS I
 RJ0197
 RJ0197.The horizontal coordinates were scaled from a topographic map and have
 RJ0197.an estimated accuracy of +/- 6 seconds.
 RJ0197
 RJ0197.The orthometric height was determined by differential leveling
 RJ0197.and adjusted by the National Geodetic Survey in June 1991..
 RJ0197
 RJ0197.The geoid height was determined by GEOID03.
 RJ0197
 RJ0197.The dynamic height is computed by dividing the NAVD 88
 RJ0197.geopotential number by the normal gravity value computed on the
 RJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0197.degrees latitude (g = 980.6199 gals.).
 RJ0197
 RJ0197.The modeled gravity was interpolated from observed gravity values.
 RJ0197
 RJ0197;                    North         East    Units  Estimated Accuracy
 RJ0197;SPC MI N     -   167,830.    8,223,170.      MT  (+/- 180 meters Scaled)
 RJ0197
 RJ0197                          SUPERSEDED SURVEY CONTROL
 RJ0197
 RJ0197  NGVD 29 (??/??/92)  188.663  (m)          618.97   (f) ADJ UNCH    1 1
 RJ0197
 RJ0197.Superseded values are not recommended for survey control.
 RJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0197.See file dsdata.txt to determine how the superseded data were derived.
 RJ0197
 RJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS231266(NAD 83)
 RJ0197_MARKER: B = BOLT
 RJ0197_SETTING: 80 = SET IN A BOULDER
 RJ0197_SP_SET: BOULDER
 RJ0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0197+STABILITY: SURFACE MOTION
 RJ0197
 RJ0197  HISTORY     - Date     Condition        Report By
 RJ0197  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0197  HISTORY     - 1969     GOOD             USLS
 RJ0197
 RJ0197                          STATION DESCRIPTION
 RJ0197
 RJ0197'DESCRIBED BY US LAKE SURVEY 1969
 RJ0197'AT NEEBISH ISLAND.
 RJ0197'CEDAR IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0197'5.6 MILES SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, ABOUT 0.2
 RJ0197'MILE NORTHWEST OF COAST GUARD LOOKOUT STATION NO. 1, ON WEST
 RJ0197'SIDE OF LEFT BRANCH OF FORK IN ROAD LEADING FROM LOOKOUT TOWER
 RJ0197'(LEFT FORK IS A SPARSELY USED ROAD), 125.6 FEET NORTHWEST OF
 RJ0197'UTILITY POLE NO. NE2-69A-19 AT FORK IN ROAD, 75.9 FEET SOUTHWEST
 RJ0197'OF UTILITY POLE NO. NE-2-69A-17, BETWEEN TWO 12-INCH DIAMETER
 RJ0197'CEDARS, 1 FOOT ABOVE THE GROUND, BEING HIGHEST POINT ON TOP
 RJ0197'OF A 1/20 INCH DIAMETER BOLT SET INTO A 3 X 3 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0539 ***********************************************************************
 PL0539  DESIGNATION -  CEDAR
 PL0539  PID         -  PL0539
 PL0539  STATE/COUNTY-  MI/LEELANAU
 PL0539  USGS QUAD   -  
 PL0539
 PL0539                         *CURRENT SURVEY CONTROL
 PL0539  ___________________________________________________________________
 PL0539* NAD 83(1994)-  44 50 39.80764(N)    085 50 36.72652(W)     ADJUSTED  
 PL0539* NAVD 88     -       317.1    (meters)    1040.     (feet)  GPS OBS   
 PL0539  ___________________________________________________________________
 PL0539  X           -     328,336.287 (meters)                     COMP
 PL0539  Y           -  -4,518,087.334 (meters)                     COMP
 PL0539  Z           -   4,475,302.643 (meters)                     COMP
 PL0539  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 PL0539  ELLIP HEIGHT-         281.81  (meters)          (02/03/97) GPS OBS
 PL0539  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 PL0539
 PL0539  HORZ ORDER  -  FIRST
 PL0539  ELLP ORDER  -  FOURTH    CLASS I
 PL0539
 PL0539.The horizontal coordinates were established by classical geodetic methods
 PL0539.and adjusted by the National Geodetic Survey in February 1997..
 PL0539
 PL0539.The orthometric height was determined by GPS observations and a
 PL0539.high-resolution geoid model.
 PL0539
 PL0539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0539
 PL0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0539
 PL0539.The ellipsoidal height was determined by GPS observations
 PL0539.and is referenced to NAD 83.
 PL0539
 PL0539.The geoid height was determined by GEOID03.
 PL0539
 PL0539;                    North         East     Units Scale Factor Converg.
 PL0539;SPC MI C     -   170,823.393 5,883,255.304   MT  0.99991419   -1 02 35.8
 PL0539;SPC MI C     -   560,444.20 19,302,018.71   iFT  0.99991419   -1 02 35.8
 PL0539;UTM  16      - 4,966,314.920   591,393.540   MT  0.99970271   +0 48 56.1
 PL0539
 PL0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0539!SPC MI C     -   0.99995582  x   0.99991419  =   0.99987001
 PL0539!UTM  16      -   0.99995582  x   0.99970271  =   0.99965854
 PL0539
 PL0539|---------------------------------------------------------------------|
 PL0539| PID    Reference Object                     Distance      Geod. Az  |
 PL0539|                                                           dddmmss.s |
 PL0539| CH1799 CEDAR RM 1                           26.900 METERS 00110     |
 PL0539| PL0540 CEDAR LOOKOUT TOWER                   8.479 METERS 20121     |
 PL0539| CH1800 CEDAR RM 2                           14.530 METERS 26430     |
 PL0539| PM0550 SLEEPING BEAR                       APPROX.18.1 KM 2801320.2 |
 PL0539| PM0549 DAY FOREST ESTATE WATER TANK        APPROX.13.5 KM 2913303.9 |
 PL0539|---------------------------------------------------------------------|
 PL0539
 PL0539                          SUPERSEDED SURVEY CONTROL
 PL0539
 PL0539  NAD 83(1986)-  44 50 39.81123(N)    085 50 36.71969(W) AD(       ) 1
 PL0539  NAD 27      -  44 50 39.80995(N)    085 50 36.40265(W) AD(       ) 1
 PL0539
 PL0539.Superseded values are not recommended for survey control.
 PL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0539.See file dsdata.txt to determine how the superseded data were derived.
 PL0539
 PL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9139466315(NAD 83)
 PL0539_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0539_SP_SET: CONCRETE POST
 PL0539_STAMPING: CEDAR 1932 1992
 PL0539_MARK LOGO: CGS   
 PL0539_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0539+STABILITY: SURFACE MOTION
 PL0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0539+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 PL0539
 PL0539  HISTORY     - Date     Condition        Report By
 PL0539  HISTORY     - 1932     MONUMENTED       CGS
 PL0539  HISTORY     - 1932     GOOD             CGS
 PL0539  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PL0539  HISTORY     - 1980     GOOD             MIDH
 PL0539  HISTORY     - 19920910 SEE DESCRIPTION  MIDT
 PL0539
 PL0539                          STATION DESCRIPTION
 PL0539
 PL0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0539'TWELVE MILES NORTHWEST OF TRAVERSE CITY, IN NE 1/4 SEC. 11, T. 28 N.,
 PL0539'R. 13 W., ON LAND LEASED BY THE STATE BUT OWNED BY LEO
 PL0539'GAUTHIER, IN OLD APPLE ORCHARD, 4.53 METERS (14.9 FEET) NORTH OF
 PL0539'NORTHEAST LEG OF CEDAR FIRE LOOKOUT
 PL0539'TOWER, AND 8.01 METERS (26.3 FEET) NORTHEAST OF
 PL0539'NORTHWEST LEG.  TO REACH FROM TRAVERSE CITY, FOLLOW
 PL0539'ROUTE M-22 WEST AND NORTH
 PL0539'1.2 MILES TO JUNCTION WITH COUNTY ROUTE 612, FOLLOW THIS ROAD WEST
 PL0539'2.8 MILES TO COUNTY ROUTE
 PL0539'616 WHICH IS PAVED, TURN NORTH ONTO COUNTY ROUTE 616, FOLLOW
 PL0539'PAVEMENT NORTH AND WEST 9.2
 PL0539'MILES TO CEDAR, CONTINUE WEST ON SAME ROAD 2.6
 PL0539'MILES TO DIRT ROAD LEADING SOUTH UP STEEP HILL
 PL0539'OPPOSITE CEDAR TOWER SIGN, AND
 PL0539'FOLLOW DIRT TRAIL SOUTH 0.5 MILE TO FIRE TOWER AND STATION SITE.
 PL0539'SURFACE AND UNDERGROUND MARKS ARE
 PL0539'STANDARD STATION DISKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 PL0539'MARK PROJECTS 6 INCHES.
 PL0539'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 PL0539'NOTE 11A, PROJECTING 6 INCHES.  NO. 1 IS IN
 PL0539'APPLE ORCHARD, BETWEEN FOURTH
 PL0539'AND FIFTH ROWS OF TREES FROM WEST SIDE OF ORCHARD, MIDWAY
 PL0539'BETWEEN FIFTH AND SIXTH ROWS
 PL0539'OF TREES FROM SOUTH SIDE, 31.43 METERS (103.1 FEET) NORTH OF
 PL0539'NORTHEAST TOWER LEG, AND 26.90
 PL0539'METERS (88.3 FEET) FROM STATION IN AZIMUTH 181 DEG. 10 MIN.  NO. 2 IS
 PL0539'IN THIRD ROW OF TREES FROM WEST SIDE
 PL0539'OF ORCHARD, 15 FEET SOUTH OF FOURTH TREE FROM
 PL0539'SOUTH END OF ROW, 8.6 METERS (28 FEET) NORTHWEST OF
 PL0539'NORTHWEST TOWER LEG, AND
 PL0539'14.53 METERS (47.7 FEET) FROM STATION IN AZIMUTH 84 DEG. 30 MIN.
 PL0539'CEDAR, FIRE LOOKOUT TOWER IS 8.48 METERS
 PL0539'(27.8 FEET) FROM STATION IN AZIMUTH 21 DEG. 21 MIN.
 PL0539
 PL0539                          STATION RECOVERY (1932)
 PL0539
 PL0539'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0539'RECOVERED IN GOOD CONDITION.
 PL0539
 PL0539                          STATION RECOVERY (1971)
 PL0539
 PL0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JHR)
 PL0539'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  APPLE
 PL0539'ORCHARD NO LONGER
 PL0539'EXISTS.
 PL0539'
 PL0539'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - TWELVE MILES NW OF
 PL0539'TRAVERSE CITY.
 PL0539
 PL0539                          STATION RECOVERY (1980)
 PL0539
 PL0539'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0539'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0539'CONDITION.
 PL0539'
 PL0539'TO REACH THE STATION FROM VILLAGE OF CEDAR, BEGIN AT INTERSECTION OF
 PL0539'COUNTY ROADS 616 AND 645 IN CEDAR AND GO WEST ON 616 FOR 2.6 MILES
 PL0539'TO GRAVEL ROAD RIGHT, TURN RIGHT AND GO SOUTH ON TOWER ROAD FOR
 PL0539'0.5 MILE TO TOP OF HILL AND STATION 143 FEET LEFT AND EAST OF ROAD
 PL0539'AND NORTHEAST OF RADIO TOWER.
 PL0539
 PL0539                          STATION RECOVERY (1992)
 PL0539
 PL0539'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0539'STATION IS LOCATED IN QUAD 440854, ON THE MAPLE CITY QUADRANGLE MAP.
 PL0539'IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T-28-N, R-13-W, KASSON
 PL0539'TOWNSHIP. OWNERSHIP -- MR. AND MRS. PAUL T. JOHNSON, M-72, EMPIRE, MI
 PL0539'49630. PHONE (616) 326-5308.
 PL0539'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND
 PL0539'M-72, NORTHWEST OF TRAVERSE CITY, GO WEST FOR ABOUT 11.5 MILES
 PL0539'(18.5 KM) ON M-72 TO INTERSECTION OF COUNTY ROAD 667, SOUTH OF MAPLE
 PL0539'CITY. TURN RIGHT AND GO NORTH FOR 1.0 MI (1.6 KM) ALONG COUNTY ROAD
 PL0539'667 TO PAVED T-ROAD ON RIGHT (KASSON ROAD). TURN RIGHT AND GO EAST
 PL0539'FOR 0.5 MI (0.8 KM) ON KASSON ROAD TO PAVED T-ROAD ON THE LEFT (TOWER
 PL0539'ROAD). TURN LEFT AND GO NORTH FOR 2.3 MILES (3.7 KM) ALONG TOWER ROAD
 PL0539'TO INTERSECTION WITH VALLEY ROAD. CONTINUE GOING NORTH FOR 0.2 MI
 PL0539'(0.3 KM) ON TOWER ROAD TO TOP OF HILL AND RADIO TOWER SITE (OLD FIRE
 PL0539'TOWER SITE) AND STATION ON THE RIGHT, AS DESCRIBED.
 PL0539'STATION IS 143.0 FT (43.6 M) EAST FROM CENTER OF TOWER ROAD, 121.0 FT
 PL0539'(36.9 M) EAST FROM METAL WITNESS POST WITH SIGN AND NORTH-SOUTH FENCE
 PL0539'LINE, 118.6 FT (36.1 M) NORTH OF AN EAST-WEST FENCE LINE, 14.0
 PL0539'SOUTH-SOUTHWEST FROM A CHERRY TREE (SOUTHERLY MOST TREE IN THE 6TH
 PL0539'NORTH-SOUTH ROW FROM THE WEST), 9.6 FT (2.9 M) EAST-SOUTHEAST OF A
 PL0539'CHERRY TREE (SOUTHERLY MOST TREE IN 7TH NORTH-SOUTH ROW FROM THE
 PL0539'WEST), AND 100.4 FT (30.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 PL0539'LOCATION OF OLD FIRE TOWER LEGS CAN STILL DETERMINED FROM FRAGMENTS
 PL0539'OF BROKEN CONCRETE AND NON-GRASS AREAS. FRAGMENTS MAY NOT BE
 PL0539'NOTICEABLE IN THE FUTURE.
 PL0539'STATION WAS FOUND IN VERY POOR CONDITION. THE STATION SURFACE MONUMENT
 PL0539'AND THE REFERENCE MARK MONUMENTS WERE FOUND LYING NEAR EACH OTHER,
 PL0539'REMOVED FROM THE GROUND. THE STATION UNDERGROUND MARK WAS LOCATED
 PL0539'WITH THE ASSISTANCE OF NGS STATE ADVISOR, R.L. RAMSEY, WHO ASSISTED
 PL0539'WITH RE-ESTABLISHING THE STATION. PREMISSION TO RE-ESTABLISH THE
 PL0539'STATION WAS GIVEN BY PROPERTY OWNER, MR. PAUL JOHNSON VIA TELEPHONE
 PL0539'TO MIDT SURVEY CHIEF, JOHN A. SPENCER. STATION IS 1.0 FT (0.3 M)
 PL0539'BELOW GROUND SURFACE.  NOTE - NOT PERMITTED TO DRIVE VEHICLE FROM
 PL0539'TOWER ROAD TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0763 ***********************************************************************
 RJ0763  DESIGNATION -  CEDAR IBC 1943
 RJ0763  PID         -  RJ0763
 RJ0763  STATE/COUNTY-  MI/CHIPPEWA
 RJ0763  USGS QUAD   -  PAYMENT (1976)
 RJ0763
 RJ0763                         *CURRENT SURVEY CONTROL
 RJ0763  ___________________________________________________________________
 RJ0763* NAD 83(1994)-  46 31 24.06628(N)    084 07 35.40026(W)     ADJUSTED  
 RJ0763* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0763  ___________________________________________________________________
 RJ0763  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 RJ0763  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0763
 RJ0763  HORZ ORDER  -  THIRD
 RJ0763
 RJ0763.The horizontal coordinates were established by classical geodetic methods
 RJ0763.and adjusted by the National Geodetic Survey in February 1997..
 RJ0763
 RJ0763.The orthometric height was scaled from a topographic map.
 RJ0763
 RJ0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0763
 RJ0763.The geoid height was determined by GEOID03.
 RJ0763
 RJ0763;                    North         East     Units Scale Factor Converg.
 RJ0763;SPC MI N     -   197,389.158 8,220,415.052   MT  0.99991145   +2 04 37.0
 RJ0763;SPC MI N     -   647,602.22 26,969,865.66   iFT  0.99991145   +2 04 37.0
 RJ0763;SPC MI C     -   356,402.167 6,018,433.332   MT  1.00029533   +0 10 10.8
 RJ0763;SPC MI C     - 1,169,298.45 19,745,516.18   iFT  1.00029533   +0 10 10.8
 RJ0763;UTM  16      - 5,156,210.111   720,389.854   MT  1.00019708   +2 05 09.6
 RJ0763
 RJ0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0763!SPC MI N     -   0.99997770  x   0.99991145  =   0.99988915
 RJ0763!SPC MI C     -   0.99997770  x   1.00029533  =   1.00027302
 RJ0763!UTM  16      -   0.99997770  x   1.00019708  =   1.00017478
 RJ0763
 RJ0763:                Primary Azimuth Mark                     Grid Az
 RJ0763:SPC MI N     -  SQUIRREL IBC 1943                        046 34 51.4
 RJ0763:SPC MI C     -  SQUIRREL IBC 1943                        048 29 17.6
 RJ0763:UTM  16      -  SQUIRREL IBC 1943                        046 34 18.8
 RJ0763
 RJ0763|---------------------------------------------------------------------|
 RJ0763| PID    Reference Object                     Distance      Geod. Az  |
 RJ0763|                                                           dddmmss.s |
 RJ0763| RJ0754 SQUIRREL IBC 1943                   439.011 METERS 0483928.4 |
 RJ0763| RJ0753 COOK IBC 1943                       338.780 METERS 07935     |
 RJ0763| RJ0755 ELGIE IBC 1943                      401.282 METERS 1250037.6 |
 RJ0763| RJ0759 MAPLE IBC 1943                      246.461 METERS 15136     |
 RJ0763| RJ0758 SPRUCE IBC 1943                     426.197 METERS 1523202.3 |
 RJ0763| RJ0766 DITCH IBC 1943                      196.396 METERS 32250     |
 RJ0763|---------------------------------------------------------------------|
 RJ0763
 RJ0763                          SUPERSEDED SURVEY CONTROL
 RJ0763
 RJ0763  NAD 83(1986)-  46 31 24.06042(N)    084 07 35.41030(W) AD(       ) 3
 RJ0763  NAD 27      -  46 31 23.97400(N)    084 07 35.30200(W) AD(       ) 3
 RJ0763
 RJ0763.Superseded values are not recommended for survey control.
 RJ0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0763.See file dsdata.txt to determine how the superseded data were derived.
 RJ0763
 RJ0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2039056210(NAD 83)
 RJ0763_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0763+STABILITY: SURFACE MOTION
 RJ0763
 RJ0763  HISTORY     - Date     Condition        Report By
 RJ0763  HISTORY     - 1943     MONUMENTED       IBC
 RJ0763
 RJ0763                          STATION DESCRIPTION
 RJ0763
 RJ0763'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0763'ON SUGAR ISLAND, OVER 1/2 MILE S OF REFERENCE MONUMENT 25.  IT IS
 RJ0763'30 FEET BACK FROM STEEP BANK, 10 FEET ABOVE HIGH - WATER MARK, ON
 RJ0763'SANDY GROUND, 25 FEET E OF SINGLE - TRACK ROAD, 55 FEET SE OF CEDAR
 RJ0763'CLUMP, 35 FEET SSW OF 8-INCH SPRUCE TREE, 75 FEET NE OF 12-INCH
 RJ0763'SPRUCE TREE.  IN HEAVY FERN GROWTH.
 RJ0763'
 RJ0763'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0763'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES LONG, SET
 RJ0763'1 INCH ABOVE SURFACE.  SUBSURFACE MARK IS A ROUNDHEADED COPPER
 RJ0763'RIVET IN TOP OF A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND
 RJ0763'10 INCHES LONG, SET 2 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0540 ***********************************************************************
 PL0540  DESIGNATION -  CEDAR LOOKOUT TOWER
 PL0540  PID         -  PL0540
 PL0540  STATE/COUNTY-  MI/LEELANAU
 PL0540  USGS QUAD   -  
 PL0540
 PL0540                         *CURRENT SURVEY CONTROL
 PL0540  ___________________________________________________________________
 PL0540* NAD 83(1994)-  44 50 39.55180(N)    085 50 36.86705(W)     ADJUSTED  
 PL0540* NAVD 88     -                                                        
 PL0540  ___________________________________________________________________
 PL0540  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 PL0540  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 PL0540
 PL0540  HORZ ORDER  -  THIRD
 PL0540
 PL0540.The horizontal coordinates were established by classical geodetic methods
 PL0540.and adjusted by the National Geodetic Survey in February 1997..
 PL0540
 PL0540
 PL0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0540
 PL0540.The geoid height was determined by GEOID03.
 PL0540
 PL0540;                    North         East     Units Scale Factor Converg.
 PL0540;SPC MI C     -   170,815.554 5,883,252.075   MT  0.99991419   -1 02 35.9
 PL0540;SPC MI C     -   560,418.48 19,302,008.12   iFT  0.99991419   -1 02 35.9
 PL0540;UTM  16      - 4,966,306.982   591,390.567   MT  0.99970270   +0 48 56.0
 PL0540
 PL0540                          SUPERSEDED SURVEY CONTROL
 PL0540
 PL0540  NAD 83(1986)-  44 50 39.55530(N)    085 50 36.85993(W) AD(       ) 4
 PL0540  NAD 27      -  44 50 39.55400(N)    085 50 36.54278(W) AD(       ) 3
 PL0540
 PL0540.Superseded values are not recommended for survey control.
 PL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0540.See file dsdata.txt to determine how the superseded data were derived.
 PL0540
 PL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9139166307(NAD 83)
 PL0540
 PL0540  HISTORY     - Date     Condition        Report By
 PL0540  HISTORY     - 1932     MONUMENTED       CGS
 PL0540  HISTORY     - 1971     SEE DESCRIPTION  NGS
 PL0540
 PL0540                          STATION DESCRIPTION
 PL0540
 PL0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PL0540'SEE STATION CEDAR
 PL0540
 PL0540                          STATION RECOVERY (1971)
 PL0540
 PL0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 PL0540'STATION WAS RECOVERED.
 PL0540'
 PL0540'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - TWELVE MILES NW OF
 PL0540'TRAVERSE CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1280 ***********************************************************************
 RJ1280  DESIGNATION -  CEDAR POINT 15 BRP+027
 RJ1280  PID         -  RJ1280
 RJ1280  STATE/COUNTY-  MI/CHIPPEWA
 RJ1280  USGS QUAD   -  SHALLOWS (1975)
 RJ1280
 RJ1280                         *CURRENT SURVEY CONTROL
 RJ1280  ___________________________________________________________________
 RJ1280* NAD 83(1994)-  46 26 48.82747(N)    084 29 49.48096(W)     ADJUSTED  
 RJ1280* NAVD 88     -       184.     (meters)     604.     (feet)  VERTCON   
 RJ1280  ___________________________________________________________________
 RJ1280  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 RJ1280  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 RJ1280
 RJ1280  HORZ ORDER  -  SECOND
 RJ1280
 RJ1280.The horizontal coordinates were established by classical geodetic methods
 RJ1280.and adjusted by the National Geodetic Survey in February 1997..
 RJ1280
 RJ1280.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1280
 RJ1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1280
 RJ1280.The geoid height was determined by GEOID03.
 RJ1280
 RJ1280;                    North         East     Units Scale Factor Converg.
 RJ1280;SPC MI N     -   187,931.351 8,192,267.875   MT  0.99990680   +1 48 32.7
 RJ1280;SPC MI N     -   616,572.67 26,877,519.27   iFT  0.99990680   +1 48 32.7
 RJ1280;UTM  16      - 5,146,746.739   692,237.810   MT  1.00005428   +1 48 52.2
 RJ1280
 RJ1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1280!SPC MI N     -   0.99997685  x   0.99990680  =   0.99988365
 RJ1280!UTM  16      -   0.99997685  x   1.00005428  =   1.00003113
 RJ1280
 RJ1280                          SUPERSEDED SURVEY CONTROL
 RJ1280
 RJ1280  NAD 83(1986)-  46 26 48.81978(N)    084 29 49.47846(W) AD(       ) 2
 RJ1280  NGVD 29 (05/22/90)  184.     (m)          604.     (f) VERT ANG       
 RJ1280
 RJ1280.Superseded values are not recommended for survey control.
 RJ1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1280.See file dsdata.txt to determine how the superseded data were derived.
 RJ1280
 RJ1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9223846747(NAD 83)
 RJ1280_MARKER: DS = TRIANGULATION STATION DISK
 RJ1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1280+STABILITY: SURFACE MOTION
 RJ1280
 RJ1280  HISTORY     - Date     Condition        Report By
 RJ1280  HISTORY     - 1988     MONUMENTED       USE
 RJ1280
 RJ1280                          STATION DESCRIPTION
 RJ1280
 RJ1280'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1280'THE STATION IS LOCATED ABOUT 12.7 KM (7.9 MI) SOUTHWEST OF SAULT
 RJ1280'STE MARIE, 7.4 KM (4.6 MI) NORTHEAST OF BRIMLEY ON EAST SIDE OF
 RJ1280'CEDAR POINT IN IZAAK WALTON BAY, IN SEC 25, T47N-R2W.
 RJ1280'OWNERSHIP---SAULT WEST DEVELOPMENT CORPORATION.
 RJ1280'
 RJ1280'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1280'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDAN STREET, TURN
 RJ1280'LEFT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON MERIDIAN STREET TO
 RJ1280'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND GO
 RJ1280'WEST FOR 1.3 KM (0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH
 RJ1280'TRAVEL BY BOAT UPRIVER FOR 0.75 HOURS TO IZAAK WALTON BAY, TO A
 RJ1280'POINT ON THE WEST OF BAY AND THE STATION ON THE EAST SIDE OF POINT.
 RJ1280'
 RJ1280'THE STATION IS A STANDARD COE DISK THAT IS---UNSTAMPED---, SET INTO
 RJ1280'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 RJ1280'
 RJ1280'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0510 ***********************************************************************
 QL0510  DESIGNATION -  CEDAR RIVER RESET
 QL0510  PID         -  QL0510
 QL0510  STATE/COUNTY-  MI/MENOMINEE
 QL0510  USGS QUAD   -  CEDAR RIVER (1989)
 QL0510
 QL0510                         *CURRENT SURVEY CONTROL
 QL0510  ___________________________________________________________________
 QL0510* NAD 83(1994)-  45 25 48.43383(N)    087 19 34.81583(W)     ADJUSTED  
 QL0510* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 QL0510  ___________________________________________________________________
 QL0510  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 QL0510  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 QL0510
 QL0510  HORZ ORDER  -  FIRST
 QL0510
 QL0510.The horizontal coordinates were established by classical geodetic methods
 QL0510.and adjusted by the National Geodetic Survey in February 1997..
 QL0510
 QL0510.The orthometric height was scaled from a topographic map.
 QL0510
 QL0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0510
 QL0510.The geoid height was determined by GEOID03.
 QL0510
 QL0510;                    North         East     Units Scale Factor Converg.
 QL0510;SPC MI N     -    71,940.964 7,974,462.276   MT  1.00001329   -0 14 09.1
 QL0510;SPC MI N     -   236,026.78 26,162,933.98   iFT  1.00001329   -0 14 09.1
 QL0510;SPC WI C     -   180,883.149   809,186.177   MT  0.99998744   +1 53 11.3
 QL0510;SPC WI C     -   593,447.46  2,654,804.98   sFT  0.99998744   +1 53 11.3
 QL0510;UTM  16      - 5,030,784.933   474,472.760   MT  0.99960801   -0 13 56.9
 QL0510
 QL0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0510!SPC MI N     -   0.99997769  x   1.00001329  =   0.99999098
 QL0510!SPC WI C     -   0.99997769  x   0.99998744  =   0.99996513
 QL0510!UTM  16      -   0.99997769  x   0.99960801  =   0.99958571
 QL0510
 QL0510|---------------------------------------------------------------------|
 QL0510| PID    Reference Object                     Distance      Geod. Az  |
 QL0510|                                                           dddmmss.s |
 QL0510| CJ4411 CEDAR RIVER RM 4                     25.312 METERS 18336     |
 QL0510| CJ4410 CEDAR RIVER AZ MK                                  2422731.6 |
 QL0510| CJ4412 CEDAR RIVER RM 5                     23.853 METERS 27747     |
 QL0510|---------------------------------------------------------------------|
 QL0510
 QL0510                          SUPERSEDED SURVEY CONTROL
 QL0510
 QL0510  NAD 83(1994)-  45 25 48.43323(N)    087 19 34.81497(W) AD(       ) 1
 QL0510  NAD 83(1986)-  45 25 48.43317(N)    087 19 34.81447(W) AD(       ) 1
 QL0510  NAD 27      -  45 25 48.52200(N)    087 19 34.38400(W) AD(       ) 1
 QL0510
 QL0510.Superseded values are not recommended for survey control.
 QL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0510.See file dsdata.txt to determine how the superseded data were derived.
 QL0510
 QL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7447330785(NAD 83)
 QL0510
 QL0510  HISTORY     - Date     Condition        Report By
 QL0510  HISTORY     - 1954     MONUMENTED       USLS
 QL0510  HISTORY     - 1905     SEE DESCRIPTION  USLS
 QL0510  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0510  HISTORY     - 1980     GOOD             GE
 QL0510
 QL0510                          STATION DESCRIPTION
 QL0510
 QL0510'DESCRIBED BY US LAKE SURVEY 1905
 QL0510'ABOUT 3 MILES NORTH OF MOUTH OF CEDAR RIVER, ON NORTHEAST EXTREMITY
 QL0510'OF DEADMANS POINT,
 QL0510'ABOUT 25 METERS (82 FEET) FROM SHORE, AND (IN 1905) UNDER AND
 QL0510'NEAR CENTER OF FISHERMANS SHACK
 QL0510'(NORTHERLY OF TWO BUILDINGS, OTHER BEING WAREHOUSE).
 QL0510'MARKED BY STONE POST ABOUT 2 FEET BELOW SURFACE OF
 QL0510'GROUND.  OVER
 QL0510'MARK IS ANOTHER STONE POST FLUSH WITH SURFACE OF GROUND.  THREE
 QL0510'WITNESS STONES WERE SET-
 QL0510'ONE 13 METERS (43 FEET) NORTH, ONE 12.5 METERS (41 FEET) SOUTH, AND
 QL0510'ONE 14 METERS (46 FEET) WEST OF
 QL0510'STATION.  IN 1905 IT WAS REPORTED THAT SUBSURFACE
 QL0510'MARK WAS NOT RECOVERED, BUT SURFACE STONE WAS
 QL0510'IN PLACE.  WITNESS STONE TO WEST
 QL0510'WAS NOT LOCATED, WITNESS STONE TO NORTH HAD BEEN DISTURBED, AND
 QL0510'WITNESS STONE TO SOUTH WAS IN
 QL0510'PLACE, BUT TOP BROKEN.
 QL0510
 QL0510                          STATION RECOVERY (1954)
 QL0510
 QL0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0510'STATION UNDERGROUND MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE
 QL0510'IN GOOD CONDITION.  A NEW SURFACE
 QL0510'MARK, TWO NEW REFERENCE MARKS AND AN AZIMUTH MARK WERE ESTABLISHED.
 QL0510'A NEW DESCRIPTION FOLLOWS.  STATION
 QL0510'IS LOCATED ABOUT 3 MILES NORTHEAST OF CEDAR RIVER ON THE
 QL0510'NORTHEAST END OF DEADMANS POINT.  STATION IS 60
 QL0510'FEET EAST SOUTHEAST OF LARGE LONE CEDAR
 QL0510'TREE WITH TRIANGLE BLAZE, 45 FEET WEST OF EDGE OF LAKE MICHIGAN
 QL0510'AND 12 FEET SOUTH OF A TRIANGLE
 QL0510'BLAZED TREE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QL0510'STAMPED CEDAR RIVER USLS 1874
 QL0510'1954.  NOTE 1A.  THE UNDERGROUND MARK IS A NAIL LEADED INTO A DRILL
 QL0510'HOLE IN A STONE.  REFERENCE MARK NO. 4
 QL0510'IS 56 FEET WEST OF EDGE OF LAKE.  THE MARK PROJECTS ABOUT
 QL0510'5 INCHES AND THE DISK IS STAMPED CEDAR RIVER NO 4
 QL0510'USLS 1874 1954.  NOTE 11A.  REFERENCE
 QL0510'MARK NO. 5 IS 25 FEET SOUTHWEST OF LARGE LONE CEDAR TREE WITH
 QL0510'TRIANGLE BLAZE.  THE MARK PROJECTS
 QL0510'ABOUT 5 INCHES AND THE DISK IS STAMPED CEDAR RIVER NO 5 USLS 1874
 QL0510'1954.  NOTE 11A.  AZIMUTH MARK IS 30 FEET
 QL0510'WEST OF EDGE OF WOODS, 10 FEET EAST OF THE CENTER OF THE CENTER OF
 QL0510'TRACK ROAD LEADING TO STATION AND 2 FEET NORTH OF
 QL0510'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 QL0510'AND THE DISK IS STAMPED CEDAR RIVER USLS 1874 1954.  NOTE
 QL0510'16A.
 QL0510'
 QL0510'TO REACH FROM THE BRIDGE OVER THE CEDAR RIVER IN CEDAR RIVER GO NORTH
 QL0510'ON STATE HIGHWAY 35 FOR
 QL0510'ABOUT 0.05 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND
 QL0510'NORTHEAST FOR 1.4 MILES TO END OF
 QL0510'ROAD AT DRIVEWAY LEADING TO LAST HOUSE ALONG SHORE.  CONTINUE
 QL0510'NORTHEASTERLY ON WOODS ROAD FOR 0.55 MILE
 QL0510'TO AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE
 QL0510'NORTHEASTERLY FOR 0.15 MILE TO STATION AS DESCRIBED.
 QL0510
 QL0510                          STATION RECOVERY (1980)
 QL0510
 QL0510'RECOVERY NOTE BY GENERAL ELECTRIC CORPORATION 1980 (FWM)
 QL0510'STATION FOUND IN GOOD ORDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0616 ***********************************************************************
 OK0616  DESIGNATION -  CEDAR SPRINGS WATER TANK
 OK0616  PID         -  OK0616
 OK0616  STATE/COUNTY-  MI/KENT
 OK0616  USGS QUAD   -  CEDAR SPRINGS (1972)
 OK0616
 OK0616                         *CURRENT SURVEY CONTROL
 OK0616  ___________________________________________________________________
 OK0616* NAD 83(1994)-  43 13 31.98296(N)    085 33 08.27846(W)     ADJUSTED  
 OK0616* NAVD 88     -                                                        
 OK0616  ___________________________________________________________________
 OK0616  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 OK0616  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 OK0616
 OK0616  HORZ ORDER  -  THIRD
 OK0616
 OK0616.The horizontal coordinates were established by classical geodetic methods
 OK0616.and adjusted by the National Geodetic Survey in February 1997..
 OK0616
 OK0616
 OK0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0616
 OK0616.The geoid height was determined by GEOID03.
 OK0616
 OK0616;                    North         East     Units Scale Factor Converg.
 OK0616;SPC MI S     -   192,350.158 3,903,687.176   MT  0.99992451   -0 48 24.7
 OK0616;SPC MI S     -   631,070.07 12,807,372.62   iFT  0.99992451   -0 48 24.7
 OK0616;UTM  16      - 4,786,879.681   617,567.939   MT  0.99977003   +0 59 29.8
 OK0616
 OK0616                          SUPERSEDED SURVEY CONTROL
 OK0616
 OK0616  NAD 83(1986)-  43 13 31.98174(N)    085 33 08.28972(W) AD(       ) 4
 OK0616  NAD 27      -  43 13 31.88532(N)    085 33 08.16484(W) AD(       ) 3
 OK0616
 OK0616.Superseded values are not recommended for survey control.
 OK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0616.See file dsdata.txt to determine how the superseded data were derived.
 OK0616
 OK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1756886880(NAD 83)
 OK0616
 OK0616  HISTORY     - Date     Condition        Report By
 OK0616  HISTORY     - UNK      MONUMENTED
 OK0616  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OK0616
 OK0616                          STATION DESCRIPTION
 OK0616
 OK0616'DESCRIBED BY US POWER SQUADRON 1983 (DMW)
 OK0616'THIS TANK HAS BEEN REMOVED.  A NEW TANK HAS BEEN INSTALLED IN N. W.
 OK0616'PART OF TOWN.  ACROSS ROAD FROM JORDAN COLLEGE CAMPUS.  .3 MILE
 OK0616'WEST OF MAIN ST. ON PINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0032 ***********************************************************************
 OJ0032  DESIGNATION -  CEDAR USLS
 OJ0032  PID         -  OJ0032
 OJ0032  STATE/COUNTY-  MI/ST CLAIR
 OJ0032  USGS QUAD   -  LAKEPORT (1976)
 OJ0032
 OJ0032                         *CURRENT SURVEY CONTROL
 OJ0032  ___________________________________________________________________
 OJ0032* NAD 83(1986)-  43 07 46.     (N)    082 29 50.     (W)     SCALED    
 OJ0032* NAVD 88     -       184.048  (meters)     603.83   (feet)  ADJUSTED  
 OJ0032  ___________________________________________________________________
 OJ0032  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0032  DYNAMIC HT  -         184.006 (meters)     603.69  (feet)  COMP
 OJ0032  MODELED GRAV-     980,386.9   (mgal)                       NAVD 88
 OJ0032
 OJ0032  VERT ORDER  -  FIRST     CLASS 0
 OJ0032
 OJ0032.The horizontal coordinates were scaled from a topographic map and have
 OJ0032.an estimated accuracy of +/- 6 seconds.
 OJ0032
 OJ0032.The orthometric height was determined by differential leveling
 OJ0032.and adjusted by the National Geodetic Survey in June 1991..
 OJ0032
 OJ0032.The geoid height was determined by GEOID03.
 OJ0032
 OJ0032.The dynamic height is computed by dividing the NAVD 88
 OJ0032.geopotential number by the normal gravity value computed on the
 OJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0032.degrees latitude (g = 980.6199 gals.).
 OJ0032
 OJ0032.The modeled gravity was interpolated from observed gravity values.
 OJ0032
 OJ0032;                    North         East    Units  Estimated Accuracy
 OJ0032;SPC MI S     -   182,680.    4,152,090.      MT  (+/- 180 meters Scaled)
 OJ0032
 OJ0032                          SUPERSEDED SURVEY CONTROL
 OJ0032
 OJ0032  NGVD 29 (??/??/92)  184.173  (m)          604.24   (f) ADJ UNCH    1 0
 OJ0032
 OJ0032.Superseded values are not recommended for survey control.
 OJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0032.See file dsdata.txt to determine how the superseded data were derived.
 OJ0032
 OJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH782762(NAD 83)
 OJ0032_MARKER: Z = SEE DESCRIPTION
 OJ0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0032_SP_SET: ROD
 OJ0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0032
 OJ0032  HISTORY     - Date     Condition        Report By
 OJ0032  HISTORY     - 1947     MONUMENTED       USLS
 OJ0032  HISTORY     - 1970     GOOD             USLS
 OJ0032  HISTORY     - 1980     MARK NOT FOUND   NGS
 OJ0032
 OJ0032                          STATION DESCRIPTION
 OJ0032
 OJ0032'DESCRIBED BY US LAKE SURVEY 1970
 OJ0032'1 MI N FROM LAKEPORT.
 OJ0032'CEDAR IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 1.0 MILES NORTH
 OJ0032'OF FLASHER SIGNAL AT INTERSECTION OF U.S. 25 AND MILWAUKEE
 OJ0032'STREET IN LAKEPORT, IN LAKEPORT STATE PARK, NEAR THE ASSISTANT
 OJ0032'PARK MANAGERS RESIDENCE, 108.8 FEET NORTHWEST OF A 8 X 12 FOOT
 OJ0032'FRAME REGISTRATION BUILDING, 46 FEET WEST OF CENTERLINE OF
 OJ0032'NORTH-SOUTH PARK ROAD WHICH WAS OLD HIGHWAY U.S. 25, 90 FEET
 OJ0032'NORTH OF A TRIPLE TRUNK CEDAR, 8.8 FEET SOUTH OF A 30-INCH CEDAR,
 OJ0032'JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OJ0032'1-INCH DIAMETER ROD, 14 FEET LONG.  BM CEDAR 1947
 OJ0032
 OJ0032                          STATION RECOVERY (1980)
 OJ0032
 OJ0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0032'NOT RECOVERED, ASSISTANT MANAGERS HOUSE HAS BURNED AND REGISTRATION
 OJ0032'BUILDING RELOCATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0072 ***********************************************************************
 QJ0072  DESIGNATION -  CEDAR USLS
 QJ0072  PID         -  QJ0072
 QJ0072  STATE/COUNTY-  MI/CHIPPEWA
 QJ0072  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0072
 QJ0072                         *CURRENT SURVEY CONTROL
 QJ0072  ___________________________________________________________________
 QJ0072* NAD 83(1986)-  45 59 58.     (N)    083 55 33.     (W)     SCALED    
 QJ0072* NAVD 88     -       213.121  (meters)     699.21   (feet)  ADJUSTED  
 QJ0072  ___________________________________________________________________
 QJ0072  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0072  DYNAMIC HT  -         213.125 (meters)     699.23  (feet)  COMP
 QJ0072  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 QJ0072
 QJ0072  VERT ORDER  -  FIRST     CLASS 0
 QJ0072
 QJ0072.The horizontal coordinates were scaled from a topographic map and have
 QJ0072.an estimated accuracy of +/- 6 seconds.
 QJ0072
 QJ0072.The orthometric height was determined by differential leveling
 QJ0072.and adjusted by the National Geodetic Survey in June 1991..
 QJ0072
 QJ0072.The geoid height was determined by GEOID03.
 QJ0072
 QJ0072.The dynamic height is computed by dividing the NAVD 88
 QJ0072.geopotential number by the normal gravity value computed on the
 QJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0072.degrees latitude (g = 980.6199 gals.).
 QJ0072
 QJ0072.The modeled gravity was interpolated from observed gravity values.
 QJ0072
 QJ0072;                    North         East    Units  Estimated Accuracy
 QJ0072;SPC MI N     -   139,780.    8,238,060.      MT  (+/- 180 meters Scaled)
 QJ0072
 QJ0072                          SUPERSEDED SURVEY CONTROL
 QJ0072
 QJ0072  NGVD 29 (??/??/92)  213.12   (m)          699.2    (f) COMPUTED    1 0
 QJ0072
 QJ0072.Superseded values are not recommended for survey control.
 QJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0072.See file dsdata.txt to determine how the superseded data were derived.
 QJ0072
 QJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL734981(NAD 83)
 QJ0072_MARKER: Z = SEE DESCRIPTION
 QJ0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QJ0072_SP_SET: STEEL ROD
 QJ0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0072
 QJ0072  HISTORY     - Date     Condition        Report By
 QJ0072  HISTORY     - 1955     MONUMENTED       USLS
 QJ0072  HISTORY     - 1972     GOOD             USLS
 QJ0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0072
 QJ0072                          STATION DESCRIPTION
 QJ0072
 QJ0072'DESCRIBED BY US LAKE SURVEY 1972
 QJ0072'1 MI NW FROM DETOUR.
 QJ0072'CEDAR IS ABOUT 1 MILE NORTHWEST OF DETOUR, CHIPPEWA COUNTY,
 QJ0072'MICHIGAN, 1.2 MILES WEST ALONG DEMOCRAT ROAD (NORTH CARIBOU LAKE
 QJ0072'ROAD) FROM TURN AT NORTH END OF ONTARIO STREET IN DETOUR, ON
 QJ0072'LINE OF UTILITY POLES ALONG SOUTH SIDE OF ROAD, ABOUT ON
 QJ0072'CENTERLINE EXTENDED OF SPRING BAY ROAD, 65.5 FEET SOUTH OF A
 QJ0072'12-INCH DIAMETER CEDAR IN AN ISLAND FORMED BY APPROACHES TO
 QJ0072'SPRING BAY ROAD, 52.8 FEET SOUTHEASTERLY OF UTILITY POLE NO.
 QJ0072'GT 2-100-1, 23 FEET SOUTH OF CENTERLINE OF NORTH CARIBOU LAKE
 QJ0072'ROAD, 13.8 FEET EAST OF TRIANGULAR BLAZE IN A UTILITY POLE,
 QJ0072'FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 QJ0072'A 1-INCH DIAMETER STEEL ROD, 8 FEET LONG, TOP BEING SLIGHTLY
 QJ0072'BENT TO SOUTH.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED CEDAR 1955.
 QJ0072
 QJ0072                          STATION RECOVERY (1983)
 QJ0072
 QJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0072'NOT RECOVERED, INADEQUATE MEASUREMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0215 ***********************************************************************
 RJ0215  DESIGNATION -  CEM USLS
 RJ0215  PID         -  RJ0215
 RJ0215  STATE/COUNTY-  MI/CHIPPEWA
 RJ0215  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0215
 RJ0215                         *CURRENT SURVEY CONTROL
 RJ0215  ___________________________________________________________________
 RJ0215* NAD 83(1986)-  46 22 51.     (N)    084 11 01.     (W)     SCALED    
 RJ0215* NAVD 88     -       182.167  (meters)     597.66   (feet)  ADJUSTED  
 RJ0215  ___________________________________________________________________
 RJ0215  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0215  DYNAMIC HT  -         182.177 (meters)     597.69  (feet)  COMP
 RJ0215  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0215
 RJ0215  VERT ORDER  -  FIRST     CLASS 0
 RJ0215
 RJ0215.The horizontal coordinates were scaled from a topographic map and have
 RJ0215.an estimated accuracy of +/- 6 seconds.
 RJ0215
 RJ0215.The orthometric height was determined by differential leveling
 RJ0215.and adjusted by the National Geodetic Survey in June 1991..
 RJ0215
 RJ0215.The geoid height was determined by GEOID03.
 RJ0215
 RJ0215.The dynamic height is computed by dividing the NAVD 88
 RJ0215.geopotential number by the normal gravity value computed on the
 RJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0215.degrees latitude (g = 980.6199 gals.).
 RJ0215
 RJ0215.The modeled gravity was interpolated from observed gravity values.
 RJ0215
 RJ0215;                    North         East    Units  Estimated Accuracy
 RJ0215;SPC MI N     -   181,400.    8,216,600.      MT  (+/- 180 meters Scaled)
 RJ0215
 RJ0215                          SUPERSEDED SURVEY CONTROL
 RJ0215
 RJ0215.No superseded survey control is available for this station.
 RJ0215
 RJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS165402(NAD 83)
 RJ0215_MARKER: Z = SEE DESCRIPTION
 RJ0215_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0215+WITH SETTING: INTO GROUND
 RJ0215_MARK LOGO: USLS  
 RJ0215_PROJECTION: FLUSH
 RJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0215+STABILITY: SURFACE MOTION
 RJ0215_ROD/PIPE-DEPTH: 8.8  meters
 RJ0215
 RJ0215  HISTORY     - Date     Condition        Report By
 RJ0215  HISTORY     - 1969     MONUMENTED       USLS
 RJ0215  HISTORY     - 1969     GOOD             USLS
 RJ0215  HISTORY     - 1983     GOOD             NGS
 RJ0215
 RJ0215                          STATION DESCRIPTION
 RJ0215
 RJ0215'DESCRIBED BY US LAKE SURVEY 1969
 RJ0215'AT SUGAR ISLAND.
 RJ0215'CEM IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0215'DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6
 RJ0215'MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1
 RJ0215'MILES SOUTH, TURN LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO 2.0
 RJ0215'MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST, TURN RIGHT AT
 RJ0215'Y-INTERSECTION, GO 1.0 MILE SOUTHWEST TO CEMETERY ON RIGHT,
 RJ0215'138.5 FEET NORTHWEST OF A UTILITY POLE, 39 FEET SOUTHWEST OF
 RJ0215'CENTERLINE OF ROAD, 38.6 FEET SOUTHEAST OF A UTILITY POLE,
 RJ0215'7.5 FEET SOUTHWEST OF FENCE CORNER, 1-FOOT BELOW THE GROUND
 RJ0215'SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0215'COPPER-COATED STEEL ROD, 29 FEET LONG.
 RJ0215
 RJ0215                          STATION RECOVERY (1983)
 RJ0215
 RJ0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0215'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0215'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0215'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0215'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0215'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0215'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0215'(0.45 MI) EAST TO A Y JUNCTION, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG
 RJ0215'HOMESTEAD ROAD TO A CEMETARY AND THE MARK AT THE NORTHEAST CORNER OF
 RJ0215'THE CEMETARY, 11.9 METERS (39.0 FT) SOUTHWEST OF THE APPROXIMATE
 RJ0215'CENTER OF THE ROAD, 6.8 METERS (22.4 FT) SOUTHEAST OF THE APPROXIMATE
 RJ0215'CENTER OF A WOODS ROAD LEADING WEST-NORTHWEST, 4.3 METERS (14.0 FT)
 RJ0215'WEST-SOUTHWEST OF THE CENTER OF THE SOUTHEAST END OF A 24 INCH METAL
 RJ0215'PIPE CULVERT, AND 3.0 METERS (10.0 FT) EAST-SOUTHEAST OF A TELEPHONE
 RJ0215'JUNCTION BOX.
 RJ0215'THE MARK IS 2.3 METERS  SW FROM A WITNESS POST.
 RJ0215'THE MARK IS 0.61 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0079 ***********************************************************************
 NE0079  DESIGNATION -  CEMENT USLS
 NE0079  PID         -  NE0079
 NE0079  STATE/COUNTY-  MI/ST CLAIR
 NE0079  USGS QUAD   -  PORT HURON (1991)
 NE0079
 NE0079                         *CURRENT SURVEY CONTROL
 NE0079  ___________________________________________________________________
 NE0079* NAD 83(1986)-  42 59 50.     (N)    082 25 36.     (W)     SCALED    
 NE0079* NAVD 88     -       179.180  (meters)     587.86   (feet)  ADJUSTED  
 NE0079  ___________________________________________________________________
 NE0079  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0079  DYNAMIC HT  -         179.136 (meters)     587.72  (feet)  COMP
 NE0079  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 NE0079
 NE0079  VERT ORDER  -  FIRST     CLASS 0
 NE0079
 NE0079.The horizontal coordinates were scaled from a topographic map and have
 NE0079.an estimated accuracy of +/- 6 seconds.
 NE0079
 NE0079.The orthometric height was determined by differential leveling
 NE0079.and adjusted by the National Geodetic Survey in June 1991..
 NE0079
 NE0079.The geoid height was determined by GEOID03.
 NE0079
 NE0079.The dynamic height is computed by dividing the NAVD 88
 NE0079.geopotential number by the normal gravity value computed on the
 NE0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0079.degrees latitude (g = 980.6199 gals.).
 NE0079
 NE0079.The modeled gravity was interpolated from observed gravity values.
 NE0079
 NE0079;                    North         East    Units  Estimated Accuracy
 NE0079;SPC MI S     -   168,130.    4,158,170.      MT  (+/- 180 meters Scaled)
 NE0079
 NE0079                          SUPERSEDED SURVEY CONTROL
 NE0079
 NE0079  NGVD 29 (??/??/92)  179.297  (m)          588.24   (f) ADJ UNCH    1 0
 NE0079
 NE0079.Superseded values are not recommended for survey control.
 NE0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0079.See file dsdata.txt to determine how the superseded data were derived.
 NE0079
 NE0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH837614(NAD 83)
 NE0079_MARKER: Z = SEE DESCRIPTION
 NE0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0079_SP_SET: STEEL ROD
 NE0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0079
 NE0079  HISTORY     - Date     Condition        Report By
 NE0079  HISTORY     - 1954     MONUMENTED       USLS
 NE0079  HISTORY     - 1970     GOOD             USLS
 NE0079  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0079  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0079  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0079
 NE0079                          STATION DESCRIPTION
 NE0079
 NE0079'DESCRIBED BY US LAKE SURVEY 1970
 NE0079'AT PORT HURON.
 NE0079'CEMENT IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY OF
 NE0079'THE PEERLESS CEMENT CORPORATION, ABOUT 650 FEET SOUTH OF THE
 NE0079'LARGE STACK, 82 FEET TOWARD RIVER FROM SOUTHEAST CORNER OF THE
 NE0079'SHEET METAL CLAY MILL BUILDING, ON LINE WITH SOUTH FACE OF THE
 NE0079'REINFORCED CONCRETE PACK HOUSE BUILDING, 53.2 FEET UPSTREAM
 NE0079'FROM A UTILITY POLE, 8.7 FEET WEST OF WEST RAIL OF 2-TRACK
 NE0079'RAILWAY, 1.1 FEET TOWARD RIVER FROM EAST EDGE OF CONCRETE
 NE0079'DRIVEWAY AT POINT MARKED BY CHISELED ARROW, 1/2-FOOT BELOW
 NE0079'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A ONE INCH
 NE0079'DIAMETER STEEL REINFORCING ROD, 8 FEET LONG.  NOTE-- PREV. DESIG.
 NE0079'BM CEMENT 1954.
 NE0079
 NE0079                          STATION RECOVERY (1980)
 NE0079
 NE0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0079'NOT RECOVERED THE CEMENT STACK AND COMPANY HAVE BEEN TORN DOWN
 NE0079
 NE0079                          STATION RECOVERY (1994)
 NE0079
 NE0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0079'MARK NOT FOUND.
 NE0079
 NE0079                          STATION RECOVERY (1997)
 NE0079
 NE0079'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0050 ***********************************************************************
 QK0050  DESIGNATION -  CEMETARY
 QK0050  PID         -  QK0050
 QK0050  STATE/COUNTY-  MI/CHEBOYGAN
 QK0050  USGS QUAD   -  AFTON (1986)
 QK0050
 QK0050                         *CURRENT SURVEY CONTROL
 QK0050  ___________________________________________________________________
 QK0050* NAD 83(1986)-  45 33 30.     (N)    084 24 49.     (W)     SCALED    
 QK0050* NAVD 88     -       209.723  (meters)     688.07   (feet)  ADJUSTED  
 QK0050  ___________________________________________________________________
 QK0050  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 QK0050  DYNAMIC HT  -         209.718 (meters)     688.05  (feet)  COMP
 QK0050  MODELED GRAV-     980,591.0   (mgal)                       NAVD 88
 QK0050
 QK0050  VERT ORDER  -  FIRST     CLASS I
 QK0050
 QK0050.The horizontal coordinates were scaled from a topographic map and have
 QK0050.an estimated accuracy of +/- 6 seconds.
 QK0050
 QK0050.The orthometric height was determined by differential leveling
 QK0050.and adjusted by the National Geodetic Survey in June 1991..
 QK0050
 QK0050.The geoid height was determined by GEOID03.
 QK0050
 QK0050.The dynamic height is computed by dividing the NAVD 88
 QK0050.geopotential number by the normal gravity value computed on the
 QK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0050.degrees latitude (g = 980.6199 gals.).
 QK0050
 QK0050.The modeled gravity was interpolated from observed gravity values.
 QK0050
 QK0050;                    North         East    Units  Estimated Accuracy
 QK0050;SPC MI C     -   249,100.    5,996,340.      MT  (+/- 180 meters Scaled)
 QK0050
 QK0050                          SUPERSEDED SURVEY CONTROL
 QK0050
 QK0050.No superseded survey control is available for this station.
 QK0050
 QK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR018482(NAD 83)
 QK0050_MARKER: Z = SEE DESCRIPTION
 QK0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0050+WITH SETTING: INTO GROUND
 QK0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0050+STABILITY: SURFACE MOTION
 QK0050
 QK0050  HISTORY     - Date     Condition        Report By
 QK0050  HISTORY     - 1962     MONUMENTED       RBNF
 QK0050  HISTORY     - 1973     GOOD             USLS
 QK0050
 QK0050                          STATION DESCRIPTION
 QK0050
 QK0050'DESCRIBED BY US LAKE SURVEY 1973
 QK0050'3.2 MI S FROM CHEBOYGAN.
 QK0050'CEMETARY IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.2 MILES SOUTHERLY ALONG
 QK0050'HWY. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN,
 QK0050'THENCE 30.1 MILES SOUTH ALONG HIGHWAY M-33 FROM THE JUNCTION OF
 QK0050'HWYS. M-27 AND M-33, THENCE 2.0 MILES EAST OF INTERSECTION OF
 QK0050'M-33 AND ORCHARD BEACH ROAD, ON THE NORTHEAST CORNER OF THE
 QK0050'INTERSECTION OF ORCHARD BEACH ROAD AND SOUTH RIVER ROAD, 29.4
 QK0050'FEET EAST OF EAST CORNER OF NORTHERLY OF TWO STONE PILLARS AT
 QK0050'ENTRANCE TO ST. FRANCIS CEMETARY, 22.0 FEET SOUTHWEST OF WEST
 QK0050'CORNER OF STONE BUILDING, 13.2 FEET NORTHEAST OF NORTHEASTERLY
 QK0050'FACE OF SOUTHERLY STONE PILLAR, 4.4 FEET SOUTHWEST OF TRIANGULAR
 QK0050'BLAZE IN A 4-INCH CEDAR, 1.9 FEET SOUTHWEST OF SOUTH CORNER AND
 QK0050'IN LINE WITH SOUTHEAST FACE OF THE STONE BUILDING, 1/4 FOOT
 QK0050'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF 5/8-INCH
 QK0050'DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.  NOTE-- PREV.
 QK0050'DESIG. CEMETARY 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1320 ***********************************************************************
 RJ1320  DESIGNATION -  CENTER ISLAND PLT+019
 RJ1320  PID         -  RJ1320
 RJ1320  STATE/COUNTY-  MI/CHIPPEWA
 RJ1320  USGS QUAD   -  SHALLOWS (1975)
 RJ1320
 RJ1320                         *CURRENT SURVEY CONTROL
 RJ1320  ___________________________________________________________________
 RJ1320* NAD 83(1994)-  46 27 29.76935(N)    084 27 59.53388(W)     ADJUSTED  
 RJ1320* NAVD 88     -       184.3    (meters)     605.     (feet)  VERTCON   
 RJ1320  ___________________________________________________________________
 RJ1320  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 RJ1320  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ1320
 RJ1320  HORZ ORDER  -  SECOND
 RJ1320
 RJ1320.The horizontal coordinates were established by classical geodetic methods
 RJ1320.and adjusted by the National Geodetic Survey in February 1997..
 RJ1320
 RJ1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1320
 RJ1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1320
 RJ1320.The geoid height was determined by GEOID03.
 RJ1320
 RJ1320;                    North         East     Units Scale Factor Converg.
 RJ1320;SPC MI N     -   189,269.312 8,194,572.756   MT  0.99990738   +1 49 52.2
 RJ1320;SPC MI N     -   620,962.31 26,885,081.22   iFT  0.99990738   +1 49 52.2
 RJ1320;UTM  16      - 5,148,085.131   694,542.911   MT  1.00006524   +1 50 13.2
 RJ1320
 RJ1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1320!SPC MI N     -   0.99997682  x   0.99990738  =   0.99988421
 RJ1320!UTM  16      -   0.99997682  x   1.00006524  =   1.00004206
 RJ1320
 RJ1320                          SUPERSEDED SURVEY CONTROL
 RJ1320
 RJ1320  NAD 83(1986)-  46 27 29.76085(N)    084 27 59.53065(W) AD(       ) 2
 RJ1320  NGVD 29 (05/22/90)  184.3    (m)          605.     (f) VERT ANG       
 RJ1320
 RJ1320.Superseded values are not recommended for survey control.
 RJ1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1320.See file dsdata.txt to determine how the superseded data were derived.
 RJ1320
 RJ1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9454348085(NAD 83)
 RJ1320_MARKER: DS = TRIANGULATION STATION DISK
 RJ1320_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1320+WITH SETTING: INFORMATION.
 RJ1320_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1320
 RJ1320  HISTORY     - Date     Condition        Report By
 RJ1320  HISTORY     - 1988     MONUMENTED       USE
 RJ1320
 RJ1320                          STATION DESCRIPTION
 RJ1320
 RJ1320'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1320'THE STATION IS LOCATED ABOUT 1 KM (6.3 MI) SOUTHWEST OF SAULT STE
 RJ1320'MARIE, 10.1 KM (6.3 MI) NORTHEAST OF BRIMLEY
 RJ1320'ON THE MIDDLE ISLAND OF A GROUP OF THREE IN IZAAK WALTON BAY
 RJ1320'IN FRAC SEC 20, T47N-R1W.
 RJ1320'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1320'
 RJ1320'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1320'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET,
 RJ1320'TURN LEFT AND GO SOUTH
 RJ1320'FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF SOUTH
 RJ1320'STREET AND MERIDIAN STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1320'(0.60 MI) ON GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1320'UPRIVER FOR 1 HOUR TO IZAAK WALTON BAY TO CENTER ISLAND WHERE
 RJ1320'THE STATION IS LOCATED.
 RJ1320'
 RJ1320'THE STATION IS A STANDARD COE DISK
 RJ1320'THAT IS STAMPED---PLT+019 1988---, SET INTO A COVERED CYLINDER  AND
 RJ1320'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN 6.4 METER (21 FT) INTO
 RJ1320'THE
 RJ1320'GROUND. LOCATED ON NORTHWEST SIDE OF ISLAND, FACING CANADA, 182.9
 RJ1320'METERS
 RJ1320'(600 FT) FROM THE EDGE OF ISLAND CONNECTING SAND ISLAND, 4.6 METERS
 RJ1320'(15 FT) FROM BANK.
 RJ1320'
 RJ1320'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1838 ***********************************************************************
 DI1838  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1838  DESIGNATION -  CENTERVILLE CORS ARP
 DI1838  CORS_ID     -  MICV
 DI1838  PID         -  DI1838
 DI1838  STATE/COUNTY-  MI/ST JOSEPH
 DI1838  USGS QUAD   -  THREE RIVERS EAST (1982)
 DI1838
 DI1838                         *CURRENT SURVEY CONTROL
 DI1838  ___________________________________________________________________
 DI1838* NAD 83(CORS)-  41 55 21.69649(N)    085 30 58.36334(W)     ADJUSTED  
 DI1838* NAVD 88     -                                                        
 DI1838  ___________________________________________________________________
 DI1838  EPOCH DATE  -        2002.00
 DI1838  X           -     371,568.089 (meters)                     COMP
 DI1838  Y           -  -4,738,361.015 (meters)                     COMP
 DI1838  Z           -   4,239,368.879 (meters)                     COMP
 DI1838  ELLIP HEIGHT-         224.55  (meters)          (10/??/06) GPS OBS
 DI1838  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DI1838
 DI1838  HORZ ORDER  -  SPECIAL (CORS)
 DI1838  ELLP ORDER  -  SPECIAL (CORS)
 DI1838
 DI1838.ITRF positions are available for this station.
 DI1838.The coordinates were established by GPS observations
 DI1838.and adjusted by the National Geodetic Survey in October 2006..
 DI1838.The coordinates are valid at the epoch date displayed above.
 DI1838.The epoch date for horizontal control is a decimal equivalence
 DI1838.of Year/Month/Day.
 DI1838
 DI1838
 DI1838.The PID for the CORS L1 Phase Center is DI1839.
 DI1838
 DI1838.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1838
 DI1838.The ellipsoidal height was determined by GPS observations
 DI1838.and is referenced to NAD 83.
 DI1838
 DI1838.The geoid height was determined by GEOID03.
 DI1838
 DI1838;                    North         East     Units Scale Factor Converg.
 DI1838;SPC MI S     -    47,604.070 3,904,642.612   MT  1.00004669   -0 46 56.3
 DI1838;SPC MI S     -   156,181.33 12,810,507.26   iFT  1.00004669   -0 46 56.3
 DI1838
 DI1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1838!SPC MI S     -   0.99996478  x   1.00004669  =   1.00001147
 DI1838
 DI1838                          SUPERSEDED SURVEY CONTROL
 DI1838
 DI1838.No superseded survey control is available for this station.
 DI1838
 DI1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2303442258(NAD 83)
 DI1838_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI1838
 DI1838                          STATION DESCRIPTION
 DI1838
 DI1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI1838'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1838'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1838'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1838'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1838'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI1839 ***********************************************************************
 DI1839  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI1839  DESIGNATION -  CENTERVILLE CORS L1 PHASE CENTER
 DI1839  CORS_ID     -  MICV
 DI1839  PID         -  DI1839
 DI1839  STATE/COUNTY-  MI/ST JOSEPH
 DI1839  USGS QUAD   -  THREE RIVERS EAST (1982)
 DI1839
 DI1839                         *CURRENT SURVEY CONTROL
 DI1839  ___________________________________________________________________
 DI1839* NAD 83(CORS)-  41 55 21.69657(N)    085 30 58.36328(W)     ADJUSTED  
 DI1839* NAVD 88     -                                                        
 DI1839  ___________________________________________________________________
 DI1839  EPOCH DATE  -        2002.00
 DI1839  X           -     371,568.097 (meters)                     COMP
 DI1839  Y           -  -4,738,361.095 (meters)                     COMP
 DI1839  Z           -   4,239,368.954 (meters)                     COMP
 DI1839  ELLIP HEIGHT-         224.66  (meters)          (10/??/06) GPS OBS
 DI1839  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 DI1839
 DI1839  HORZ ORDER  -  SPECIAL (CORS)
 DI1839  ELLP ORDER  -  SPECIAL (CORS)
 DI1839
 DI1839.ITRF positions are available for this station.
 DI1839.The coordinates were established by GPS observations
 DI1839.and adjusted by the National Geodetic Survey in October 2006..
 DI1839.The coordinates are valid at the epoch date displayed above.
 DI1839.The epoch date for horizontal control is a decimal equivalence
 DI1839.of Year/Month/Day.
 DI1839
 DI1839
 DI1839.The PID for the CORS ARP is DI1838.
 DI1839
 DI1839.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI1839
 DI1839.The ellipsoidal height was determined by GPS observations
 DI1839.and is referenced to NAD 83.
 DI1839
 DI1839.The geoid height was determined by GEOID03.
 DI1839
 DI1839;                    North         East     Units Scale Factor Converg.
 DI1839;SPC MI S     -    47,604.072 3,904,642.614   MT  1.00004669   -0 46 56.3
 DI1839;SPC MI S     -   156,181.34 12,810,507.26   iFT  1.00004669   -0 46 56.3
 DI1839
 DI1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI1839!SPC MI S     -   0.99996476  x   1.00004669  =   1.00001145
 DI1839
 DI1839                          SUPERSEDED SURVEY CONTROL
 DI1839
 DI1839.No superseded survey control is available for this station.
 DI1839
 DI1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2303442258(NAD 83)
 DI1839_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI1839
 DI1839                          STATION DESCRIPTION
 DI1839
 DI1839'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI1839'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI1839'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI1839'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI1839'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI1839'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0160 ***********************************************************************
 SG0160  DESIGNATION -  CENTRAL
 SG0160  PID         -  SG0160
 SG0160  STATE/COUNTY-  MI/KEWEENAW
 SG0160  USGS QUAD   -  EAGLE HARBOR (1975)
 SG0160
 SG0160                         *CURRENT SURVEY CONTROL
 SG0160  ___________________________________________________________________
 SG0160* NAD 83(1994)-  47 24 28.87130(N)    088 11 44.52930(W)     ADJUSTED  
 SG0160* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 SG0160  ___________________________________________________________________
 SG0160  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 SG0160  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 SG0160
 SG0160  HORZ ORDER  -  THIRD
 SG0160
 SG0160.The horizontal coordinates were established by classical geodetic methods
 SG0160.and adjusted by the National Geodetic Survey in February 1997..
 SG0160
 SG0160.The orthometric height was scaled from a topographic map.
 SG0160
 SG0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0160
 SG0160.The geoid height was determined by GEOID03.
 SG0160
 SG0160;                    North         East     Units Scale Factor Converg.
 SG0160;SPC MI N     -   292,421.516 7,909,749.072   MT  1.00009556   -0 51 51.3
 SG0160;SPC MI N     -   959,388.18 25,950,620.31   iFT  1.00009556   -0 51 51.3
 SG0160;UTM  16      - 5,251,200.508   409,790.913   MT  0.99970001   -0 52 49.2
 SG0160
 SG0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0160!SPC MI N     -   0.99994463  x   1.00009556  =   1.00004019
 SG0160!UTM  16      -   0.99994463  x   0.99970001  =   0.99964466
 SG0160
 SG0160:                Primary Azimuth Mark                     Grid Az
 SG0160:SPC MI N     -  CENTRAL FIRE TOWER                       070 28 24.4
 SG0160:UTM  16      -  CENTRAL FIRE TOWER                       070 29 22.3
 SG0160
 SG0160|---------------------------------------------------------------------|
 SG0160| PID    Reference Object                     Distance      Geod. Az  |
 SG0160|                                                           dddmmss.s |
 SG0160| SG0162 CENTRAL FIRE TOWER                  APPROX. 1.6 KM 0693633.1 |
 SG0160|---------------------------------------------------------------------|
 SG0160
 SG0160                          SUPERSEDED SURVEY CONTROL
 SG0160
 SG0160  NAD 83(1986)-  47 24 28.86140(N)    088 11 44.50136(W) AD(       ) 3
 SG0160  NAD 27      -  47 24 29.17100(N)    088 11 44.09000(W) AD(       ) 3
 SG0160
 SG0160.Superseded values are not recommended for survey control.
 SG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0160.See file dsdata.txt to determine how the superseded data were derived.
 SG0160
 SG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT0979151201(NAD 83)
 SG0160_MARKER: DD = SURVEY DISK
 SG0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0160_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 SG0160_STAMPING: CENTRAL 1934
 SG0160_MARK LOGO: MIGS  
 SG0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0160
 SG0160  HISTORY     - Date     Condition        Report By
 SG0160  HISTORY     - 1934     MONUMENTED       MIGS
 SG0160  HISTORY     - 19941227 GOOD             MIDT
 SG0160  HISTORY     - 20000608 GOOD             USPSQD
 SG0160  HISTORY     - 20010908 GOOD             USPSQD
 SG0160
 SG0160                          STATION DESCRIPTION
 SG0160
 SG0160'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0160'IN CENTRAL LOCATION, IN SEC. 24, T. 58 N., R. 31 W., UNDER
 SG0160'AN OLD APPLE TREE EASTERLY FROM A HOUSE.
 SG0160'
 SG0160'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0160'HARBOR ABOUT 18 MILES TO CENTRAL LOCATION AND THE CROSS
 SG0160'ROAD THAT LEADS SOUTH TO GRATIOT LAKE, TURN OFF TO NORTH
 SG0160'(AWAY FROM GRATIOT LAKE) ON THIS CROSS ROAD, DRIVE ABOUT 0.2 MILE
 SG0160'TO THE STREET OF CENTRAL LOCATION LEADING EASTERLY PARALLEL
 SG0160'TO THE MAIN HIGHWAY, TURN INTO AND FOLLOW THIS STREET ABOUT
 SG0160'0.3 MILE EASTERLY TO A POINT JUST EAST OF THE MOST EASTERLY
 SG0160'HOUSE ON THE SOUTH SIDE OF ROAD.
 SG0160'
 SG0160'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0160'DISK SET IN CONCRETE.
 SG0160'
 SG0160'THE CENTER OF THE CAB AT CENTRAL FIRE TOWER SERVES AS A
 SG0160'CONVENIENT AZIMUTH MARK FOR STATION CENTRAL, AND AT THIS
 SG0160'STATION IS 16 SECONDS TO RIGHT OF TRUE STATION CENTRAL FIRE
 SG0160'TOWER.
 SG0160
 SG0160                          STATION RECOVERY (1994)
 SG0160
 SG0160'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0160'STATION IS LOCATED IN CENTRAL LOCATION, IN SECTION 24, T-58-N, R-31-W.
 SG0160'ABOUT 17.0 MI (27.4 KM) NORTHEAST OF CALUMET, 5.0 MI (8.0 KM)
 SG0160'SOUTHWEST OF EAGLE HARBOR AND 4.0 MI (6.4 KM) NORTH ALONG U.S. HIGHWAY
 SG0160'41 FROM ITS JUNCTION WITH STATE HIGHWAY M26 AT PHOENIX LEADING TO
 SG0160'CENTRAL.  FROM THE JUNCTION OF US HIGHWAY 41 AND STATE HIGHWAY M-203
 SG0160'AT THE NORTH EDGE OF CALUMET, FOLLOW U.S. HIGHWAY 41 NORTH FOR 17.2 MI
 SG0160'(27.7 KM) TO AN OLD MINING LOCATION KNOWN AS CENTRAL AND A ROAD
 SG0160'LEADING SOUTH TO GRATIOT LAKE.  TURN LEFT NORTH UP THE HILL ABOUT 0.2
 SG0160'MI (0.3 KM) TO A CROSS STREET.  TURN RIGHT EAST FOR ABOUT 0.3 MI (0.5
 SG0160'KM) TO THE LAST HOUSE ON THE RIGHT AND STATION. STATION IS 35.0 FT
 SG0160'(10.7 M) SOUTH OF THE CENTERLINE OF THE STREET, 49.5 FT (15.1 M)
 SG0160'NORTHEAST OF A 12-INCH TWIN TRUNKED APPLE TREE, 39.0 FT (11.9 M) WEST
 SG0160'OF THE CENTERLINE OF A DRIVE SOUTH OFF THE STREET, ABOUT 2-INCHES
 SG0160'BELOW THE GROUND SURFACE AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 SG0160'WITNESS POST.  MARK IS NOT COVERED OVER, DISK IN SQUARE CONCRETE
 SG0160'MONUMENT.
 SG0160
 SG0160                          STATION RECOVERY (2000)
 SG0160
 SG0160'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0160'RECOVERED IN GOOD CONDITION.
 SG0160
 SG0160                          STATION RECOVERY (2001)
 SG0160
 SG0160'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0162 ***********************************************************************
 SG0162  DESIGNATION -  CENTRAL FIRE TOWER
 SG0162  PID         -  SG0162
 SG0162  STATE/COUNTY-  MI/KEWEENAW
 SG0162  USGS QUAD   -  EAGLE HARBOR (1975)
 SG0162
 SG0162                         *CURRENT SURVEY CONTROL
 SG0162  ___________________________________________________________________
 SG0162* NAD 83(1994)-  47 24 47.46927(N)    088 10 30.79471(W)     ADJUSTED  
 SG0162* NAVD 88     -       388.     (meters)    1273.     (feet)  SCALED    
 SG0162  ___________________________________________________________________
 SG0162  LAPLACE CORR-          -7.67  (seconds)                    DEFLEC99
 SG0162  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 SG0162
 SG0162  HORZ ORDER  -  THIRD
 SG0162
 SG0162.The horizontal coordinates were established by classical geodetic methods
 SG0162.and adjusted by the National Geodetic Survey in February 1997..
 SG0162
 SG0162.The orthometric height was scaled from a topographic map.
 SG0162
 SG0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0162
 SG0162.The geoid height was determined by GEOID03.
 SG0162
 SG0162;                    North         East     Units Scale Factor Converg.
 SG0162;SPC MI N     -   292,972.750 7,911,303.430   MT  1.00009734   -0 50 58.0
 SG0162;SPC MI N     -   961,196.69 25,955,719.91   iFT  1.00009734   -0 50 58.0
 SG0162;UTM  16      - 5,251,751.089   411,344.805   MT  0.99969659   -0 51 55.1
 SG0162
 SG0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0162!SPC MI N     -   0.99994464  x   1.00009734  =   1.00004198
 SG0162!UTM  16      -   0.99994464  x   0.99969659  =   0.99964125
 SG0162
 SG0162:                Primary Azimuth Mark                     Grid Az
 SG0162:SPC MI N     -  CENTRAL FIRE TOWER AZ MK                 132 10 05.8
 SG0162:UTM  16      -  CENTRAL FIRE TOWER AZ MK                 132 11 02.9
 SG0162
 SG0162|---------------------------------------------------------------------|
 SG0162| PID    Reference Object                     Distance      Geod. Az  |
 SG0162|                                                           dddmmss.s |
 SG0162| CJ2331 CENTRAL FIRE TOWER AZ MK                           1311907.8 |
 SG0162|---------------------------------------------------------------------|
 SG0162
 SG0162                          SUPERSEDED SURVEY CONTROL
 SG0162
 SG0162  NAD 83(1986)-  47 24 47.45911(N)    088 10 30.76688(W) AD(       ) 3
 SG0162  NAD 27      -  47 24 47.76800(N)    088 10 30.36900(W) AD(       ) 3
 SG0162
 SG0162.Superseded values are not recommended for survey control.
 SG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0162.See file dsdata.txt to determine how the superseded data were derived.
 SG0162
 SG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1134551751(NAD 83)
 SG0162_MARKER: DD = SURVEY DISK
 SG0162_SETTING: 66 = SET IN ROCK OUTCROP
 SG0162_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 SG0162
 SG0162  HISTORY     - Date     Condition        Report By
 SG0162  HISTORY     - 1934     MONUMENTED       MIGS
 SG0162
 SG0162                          STATION DESCRIPTION
 SG0162
 SG0162'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0162'NEAR CENTRAL LOCATION IN SEC. 19, T. 58 N., R. 30 W., UNDER
 SG0162'THE LOOKOUT TOWER AT THE FOLLOWING DISTANCES FROM THE NEAREST
 SG0162'CORNERS OF SQUARE CAPS OF CONCRETE FOOTINGS--12.49 FEET FROM
 SG0162'NORTHEASTERN CAP, 14.25 FEET FROM SOUTHEASTERN CAP, 17.28
 SG0162'FEET FROM SOUTHWESTERN CAP AND 15.43 FEET FROM NORTHWESTERN CAP.
 SG0162'
 SG0162'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0162'HARBOR THROUGH PHOENIX LOCATION TO CENTRAL LOCATION, WHICH IS
 SG0162'4.0 MILES EAST FROM PHOENIX, CONTINUE FOR 1.6 MILES EAST
 SG0162'AND TURN OFF TO THE NORTH INTO A WOODS-ROAD, FOLLOW THIS
 SG0162'ROAD FOR 0.3 MILE TO FORKS, TAKE LEFT FORK FOR A FEW PACES
 SG0162'TO A TRAIL ON EAST SIDE.  PARK CAR AND PROCEED EAST ON FOOT
 SG0162'ALONG THE NOW (1935) WELL-CLEARED TRAIL TO THE HIGHEST POINT
 SG0162'OF THE RIDGE AND FIRE LOOKOUT TOWER.
 SG0162'
 SG0162'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.C.
 SG0162'AND G.S. AND S.S. BRONZE DISKS SET IN CONCRETE IN OUTCROPPING
 SG0162'BEDROCK.
 SG0162'
 SG0162'REFERENCE MARK IS STAMPED AZI (IN ERROR) AND HAS AN ARROW
 SG0162'POINTING TO THE STATION, IT IS 3 OR 4 PACES NORTH FROM THE
 SG0162'TRAIL LEADING UP TO THE STATION.
 SG0162'
 SG0162'AZIMUTH MARK IS AT THE EAST END OF THE CREST OF THE RIDGE
 SG0162'ON THE OPPOSITE SIDE OF THE MAIN CALUMET-COPPER HARBOR HIGHWAY
 SG0162'FROM THE STATION.
 SG0162'
 SG0162'TO REACH AZIMUTH MARK FROM THE ENTRANCE TO THE WOODS-ROAD
 SG0162'THAT LEADS TO THE STATION, PROCEED ON FOOT ALONG THE HIGHWAY
 SG0162'FOR 250 PACES TOWARD CENTRAL LOCATION.  THE POINT THUS REACHED
 SG0162'IS SOME 40 PACES EAST FROM A LARGE, PROMINENT, FLAT-FACED
 SG0162'OUTCROP ON THE SOUTH SIDE OF THE ROAD AND IS ABREAST OF THE
 SG0162'HIGHEST POINT OF THE RIDGE TO THE SOUTH OF THE HIGHWAY.  WALK
 SG0162'UP THE STEEP SLOPE OF THE RIDGE SOUTH AT RIGHT ANGLES TO THE
 SG0162'ROAD ABOUT 90 PACES TO THE AZIMUTH MARK.
 SG0162'
 SG0162'HEIGHT OF LIGHT ABOVE STATION MARK - 32.60 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0827 ***********************************************************************
 QK0827  DESIGNATION -  CENTRAL LAKE
 QK0827  PID         -  QK0827
 QK0827  STATE/COUNTY-  MI/ANTRIM
 QK0827  USGS QUAD   -  
 QK0827
 QK0827                         *CURRENT SURVEY CONTROL
 QK0827  ___________________________________________________________________
 QK0827* NAD 83(1994)-  45 03 59.06319(N)    085 17 43.06868(W)     ADJUSTED  
 QK0827* NAVD 88     -       295.13   (+/-2cm)     968.3    (feet)  VERTCON   
 QK0827  ___________________________________________________________________
 QK0827  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 QK0827  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 QK0827
 QK0827  HORZ ORDER  -  FIRST
 QK0827  VERT ORDER  -  THIRD ? (See Below)
 QK0827
 QK0827.The horizontal coordinates were established by classical geodetic methods
 QK0827.and adjusted by the National Geodetic Survey in February 1997..
 QK0827
 QK0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0827.The vertical order pertains to the NGVD 29 superseded value.
 QK0827
 QK0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0827
 QK0827.The geoid height was determined by GEOID03.
 QK0827
 QK0827;                    North         East     Units Scale Factor Converg.
 QK0827;SPC MI C     -   194,849.757 5,926,872.889   MT  0.99991501   -0 39 21.6
 QK0827;SPC MI C     -   639,270.86 19,445,121.03   iFT  0.99991501   -0 39 21.6
 QK0827;UTM  16      - 4,991,740.888   634,201.379   MT  0.99982145   +1 12 25.1
 QK0827
 QK0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0827!SPC MI C     -   0.99995915  x   0.99991501  =   0.99987417
 QK0827!UTM  16      -   0.99995915  x   0.99982145  =   0.99978061
 QK0827
 QK0827|---------------------------------------------------------------------|
 QK0827| PID    Reference Object                     Distance      Geod. Az  |
 QK0827|                                                           dddmmss.s |
 QK0827| CH1802 CENTRAL LAKE RM 1                                  01500     |
 QK0827| CH1803 CENTRAL LAKE RM 2                   115.700 METERS 15511     |
 QK0827| CH1801 CENTRAL LAKE AZ MK                                 1773021.0 |
 QK0827| PL0503 MISSION POINT LIGHTHOUSE            APPROX.16.7 KM 2401004.7 |
 QK0827| CH1804 CENTRAL LAKE RM 3                    23.875 METERS 32615     |
 QK0827|---------------------------------------------------------------------|
 QK0827
 QK0827                          SUPERSEDED SURVEY CONTROL
 QK0827
 QK0827  NAD 83(1986)-  45 03 59.06165(N)    085 17 43.06918(W) AD(       ) 1
 QK0827  NAD 27      -  45 03 59.05000(N)    085 17 42.82300(W) AD(       ) 1
 QK0827  NGVD 29 (07/19/86)  295.22   (m)          968.6    (f) LEVELING    3  
 QK0827
 QK0827.Superseded values are not recommended for survey control.
 QK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0827.See file dsdata.txt to determine how the superseded data were derived.
 QK0827
 QK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3420191741(NAD 83)
 QK0827
 QK0827  HISTORY     - Date     Condition        Report By
 QK0827  HISTORY     - 1931     MONUMENTED       CGS
 QK0827  HISTORY     - 1932     SEE DESCRIPTION  CGS
 QK0827  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0827  HISTORY     - 1978     GOOD             NGS
 QK0827  HISTORY     - 1980     GOOD             MIDH
 QK0827  HISTORY     - 19920902 GOOD             USPSQD
 QK0827
 QK0827                          STATION DESCRIPTION
 QK0827
 QK0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 QK0827'ABOUT 1.6 MILES WEST-SOUTHWEST OF CENTRAL LAKE, NEAR 1/4 CORNER
 QK0827'BETWEEN SECS. 21 AND 28, T. 31 N., R. 8 W., ON
 QK0827'LAND OWNED BY MR. A. F. ALBRECHT AND OCCUPIED BY MR. WELCH, ON
 QK0827'RIDGE IN PASTURE, 50 METERS
 QK0827'(164 FEET) WEST OF NORTH-AND-SOUTH FENCE LINE, 58 METERS
 QK0827'(190 FEET) WEST OF CENTER LINE OF DIRT ROAD,
 QK0827'12 METERS (39 FEET) EAST OF POINT WHERE
 QK0827'RIDGE SLOPES TO WEST IN TIMBER, AND APPROXIMATELY 200 METERS
 QK0827'(656 FEET) SOUTHWEST OF MR.
 QK0827'WELCHS HOUSE WHICH IS OF RED BRICK.  TO REACH FROM CENTRAL LAKE
 QK0827'FOLLOW COUNTY ROAD WEST
 QK0827'1.7 MILES FROM STANDARD OIL STATION TO DIRT ROAD TURNING OFF TO
 QK0827'LEFT WHERE MAIN ROAD TURNS RIGHT,
 QK0827'FOLLOW DIRT ROAD TO LEFT 0.35 MILE TO MR. WELCHS
 QK0827'HOUSE ON EAST SIDE OF ROAD.  SURFACE AND UNDERGROUND
 QK0827'MARKS ARE STANDARD DISK
 QK0827'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 4 INCHES
 QK0827'BELOW SURFACE.  REFERENCE MARKS
 QK0827'ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 QK0827'FENCE CORNER AT NORTHEAST CORNER
 QK0827'OF PASTURE, 4 INCHES (13 FEET) WEST OF CENTER LINE
 QK0827'OF DIRT ROAD, 8 METERS (26 FEET) NORTHWEST OF FORK
 QK0827'BETWEEN FARM ROAD AND MAIN
 QK0827'DIRT ROAD, APPROXIMATELY 125 METERS (410 FEET) NORTHWEST OF MR.
 QK0827'WELCHS HOUSE, AND
 QK0827'APPROXIMATELY 250 METERS (820 FEET) FROM STATION IN AZIMUTH 194 DEG
 QK0827'59 MIN 56 SEC.  NO. 2 IS IN
 QK0827'NORTH-AND-SOUTH FENCE LINE, 8 METERS (26 FEET) WEST OF CENTER LINE OF
 QK0827'DIRT ROAD, 18 METERS (59 FEET) EAST
 QK0827'OF CENTER LINE OF RIDGE, AND 115.7 METERS (380 FEET)
 QK0827'(SLOPE DISTANCE) FROM STATION IN AZIMUTH 335 DEG
 QK0827'11 MIN 41 SEC.
 QK0827
 QK0827                          STATION RECOVERY (1956)
 QK0827
 QK0827'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0827'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QK0827'CONDITION.  THE DIRECTION TO BOTH
 QK0827'MARKS CHECKED.  NO CHECK WAS MADE ON THE DISTANCE TO REFERENCE MARK 1
 QK0827'AS IT WAS CALLED AN
 QK0827'APPROXIMATE DISTANCE IN THE ORIGINAL DESCRIPTION.  THE DISTANCE TO
 QK0827'REFERENCE MARK 2 WAS FOUND TO BE
 QK0827'0.40 OF A FOOT SHORTER (SLOPE MEASUREMENT).  THE FENCE
 QK0827'CORNER MENTIONED IN THE ORIGINAL DESCRIPTION IN
 QK0827'DESCRIBING REFERENCE MARK 1 IS NO
 QK0827'LONGER THERE.  THE DISTANCE FROM THE CENTERLINE OF THE DIRT ROAD
 QK0827'TO BOTH REFERENCE MARKS HAS
 QK0827'CHANGED.  AN AZIMUTH MARK AND REFERENCE MARK 3 WERE ESTABLISHED AT
 QK0827'THIS TIME.
 QK0827'
 QK0827'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QK0827'
 QK0827'THE STATION IS ABOUT 1.5 MILES WEST SOUTHWEST OF THE VILLAGE OF
 QK0827'CENTRAL LAKE, 7 MILES SOUTH
 QK0827'SOUTHWEST OF ELLSWORTH ON A HIGH RIDGE IN A PASTURE, ON PROPERTY
 QK0827'OWNED BY MR. J. J. NANCE OF
 QK0827'DETROIT MICHIGAN.  IT IS 39 FEET EAST OF THE WEST EDGE OF THE RIDGE,
 QK0827'45 FEET NORTHEAST OF A 12 INCH MAPLE
 QK0827'TREE AT THE SOUTHEAST CORNER OF A TRACT OF TIMBER
 QK0827'AND 35 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE
 QK0827'RIDGE.  THE MARK IS 3 INCHES BELOW
 QK0827'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED CENTRAL LAKE 1931.
 QK0827'
 QK0827'TO REACH THE STATION FROM THE POST OFFICE IN CENTRAL LAKE, GO
 QK0827'WESTERLY ON A PAVED ROAD FOR
 QK0827'1.75 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR
 QK0827'0.25 MILE TO REFERENCE MARK 1 ON
 QK0827'THE RIGHT.  CONTINUE SOUTH ON THE MAIN ROAD FOR 0.1 MILE
 QK0827'TO A GATE ON THE RIGHT.  PASS THROUGH THE GATE
 QK0827'AND GO WESTERLY UP A STEEP HILL TO THE
 QK0827'TOP OF THE RIDGE AND THE STATION.
 QK0827'
 QK0827'TO REACH THE AZIMUTH MARK FROM THE GATE MENTIONED ABOVE, GO SOUTH ON
 QK0827'THE MAIN ROAD FOR 0.65
 QK0827'MILE TO THE MARK ON THE RIGHT.
 QK0827'
 QK0827'REFERENCE MARK 1 IS 28 FEET WEST OF THE CENTERLINE OF A DIRT ROAD, 20
 QK0827'FEET SOUTH OF A 10 INCH APPLE
 QK0827'TREE AND 1 FOOT WEST OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES
 QK0827'AND THE DISK IS STAMPED CENTRAL LAKE
 QK0827'NO 1 1931.
 QK0827'
 QK0827'REFERENCE MARK 2 IS 30 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD,
 QK0827'1 FOOT EAST OF A WIRE FENCE
 QK0827'AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 FEET
 QK0827'AND THE DISK IS STAMPED CENTRAL LAKE
 QK0827'NO 2 1931.
 QK0827'
 QK0827'REFERENCE MARK 3 IS 26 FEET WEST OF THE APPROXIMATE CENTER OF THE
 QK0827'RIDGE, 28 FEET SOUTHEAST OF A
 QK0827'14 INCH MAPLE TREE AND 30 FEET NORTHEAST OF A 12 INCH MAPLE TREE.
 QK0827'THE MARK IS FLUSH AND THE DISK IS
 QK0827'STAMPED CENTRAL LAKE NO 3 1931.
 QK0827'
 QK0827'THE AZIMUTH MARK IS 74 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD,
 QK0827'18 FEET SOUTH OF THE CENTERLINE
 QK0827'OF A TRACK ROAD AND 1.5 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 QK0827'PROJECTS 6 INCHES AND THE DISK IS
 QK0827'STAMPED CENTRAL LAKE 1956.
 QK0827'
 QK0827'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QK0827
 QK0827                          STATION RECOVERY (1978)
 QK0827
 QK0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 QK0827'THE STATION MARK WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QK0827'REFERENCE MARK TWO WAS FOUND DESTROYED AND THE DISK REMOVED BY THIS
 QK0827'PARTY.  THE AZIMUTH MARK 1956 WAS NOT SEARCHED FOR.
 QK0827'
 QK0827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.6 MILES
 QK0827'WESTSOUTHWEST OF CENTRAL LAKE.
 QK0827
 QK0827                          STATION RECOVERY (1980)
 QK0827
 QK0827'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 QK0827'THE STATION MARK, REFERENCE MARKS 1 AND 3, AND AZIMUTH MARK WERE
 QK0827'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND.
 QK0827'
 QK0827'TO REACH OF 1956 IS GOOD.
 QK0827'
 QK0827'STATION IS ON PROPERTY OWNED BY THOMAS R KIESSEL, ROUTE 1, BOX 192,
 QK0827'CENTRAL LAKE, MICHIGAN 49622.
 QK0827
 QK0827                          STATION RECOVERY (1992)
 QK0827
 QK0827'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 QK0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1020 ***********************************************************************
 RJ1020  DESIGNATION -  CENTRAL METHODIST CHURCH SPIRE
 RJ1020  PID         -  RJ1020
 RJ1020  STATE/COUNTY-  MI/CHIPPEWA
 RJ1020  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1020
 RJ1020                         *CURRENT SURVEY CONTROL
 RJ1020  ___________________________________________________________________
 RJ1020* NAD 83(1994)-  46 29 50.98304(N)    084 20 47.60792(W)     ADJUSTED  
 RJ1020* NAVD 88     -                                                        
 RJ1020  ___________________________________________________________________
 RJ1020  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RJ1020  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ1020
 RJ1020  HORZ ORDER  -  THIRD
 RJ1020
 RJ1020.The horizontal coordinates were established by classical geodetic methods
 RJ1020.and adjusted by the National Geodetic Survey in February 1997..
 RJ1020
 RJ1020
 RJ1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1020
 RJ1020.The geoid height was determined by GEOID03.
 RJ1020
 RJ1020;                    North         East     Units Scale Factor Converg.
 RJ1020;SPC MI N     -   193,928.327 8,203,638.029   MT  0.99990968   +1 55 04.4
 RJ1020;SPC MI N     -   636,247.79 26,914,822.93   iFT  0.99990968   +1 55 04.4
 RJ1020;SPC MI C     -   353,500.000 6,001,544.120   MT  1.00028285   +0 00 51.1
 RJ1020;SPC MI C     - 1,159,776.90 19,690,105.38   iFT  1.00028285   +0 00 51.1
 RJ1020;UTM  16      - 5,152,746.028   703,609.266   MT  1.00010961   +1 55 31.1
 RJ1020
 RJ1020                          SUPERSEDED SURVEY CONTROL
 RJ1020
 RJ1020  NAD 83(1986)-  46 29 50.96606(N)    084 20 47.62021(W) AD(       ) 4
 RJ1020  NAD 27      -  46 29 50.89338(N)    084 20 47.47489(W) AD(       ) 3
 RJ1020
 RJ1020.Superseded values are not recommended for survey control.
 RJ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1020.See file dsdata.txt to determine how the superseded data were derived.
 RJ1020
 RJ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0360952746(NAD 83)
 RJ1020_MARKER: 90 = CHURCH SPIRE
 RJ1020_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1020
 RJ1020  HISTORY     - Date     Condition        Report By
 RJ1020  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1020  HISTORY     - 1968     GOOD             USE
 RJ1020  HISTORY     - 1981     GOOD             NOS
 RJ1020  HISTORY     - 19950603 GOOD             USPSQD
 RJ1020  HISTORY     - 20011029 GOOD             USPSQD
 RJ1020  HISTORY     - 20040824 GOOD             USPSQD
 RJ1020
 RJ1020                          STATION DESCRIPTION
 RJ1020
 RJ1020'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1020'TOP OF SPIRE AT BASE OF REVOLVING CROSS ON CENTRAL METHODIST CHURCH
 RJ1020'AT NW INTERSECTION OF CORNER OF SPRUCE AND COURT STREETS, SAULT STE
 RJ1020'MARIE, MICHIGAN.
 RJ1020'
 RJ1020
 RJ1020                          STATION RECOVERY (1968)
 RJ1020
 RJ1020'RECOVERY NOTE BY US ENGINEERS 1968
 RJ1020'RECOVERED IN GOOD CONDITION.
 RJ1020
 RJ1020                          STATION RECOVERY (1981)
 RJ1020
 RJ1020'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1020'THE STATION WAS RECOVERED AS DESCRIBED.
 RJ1020
 RJ1020                          STATION RECOVERY (1995)
 RJ1020
 RJ1020'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1020'RECOVERED IN GOOD CONDITION.
 RJ1020
 RJ1020                          STATION RECOVERY (2001)
 RJ1020
 RJ1020'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ1020'RECOVERED IN GOOD CONDITION.
 RJ1020
 RJ1020                          STATION RECOVERY (2004)
 RJ1020
 RJ1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ1020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0763 ***********************************************************************
 QK0763  DESIGNATION -  CERTON
 QK0763  PID         -  QK0763
 QK0763  STATE/COUNTY-  MI/EMMET
 QK0763  USGS QUAD   -  
 QK0763
 QK0763                         *CURRENT SURVEY CONTROL
 QK0763  ___________________________________________________________________
 QK0763* NAD 83(1994)-  45 37 08.79393(N)    084 52 25.82311(W)     ADJUSTED  
 QK0763* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 QK0763  ___________________________________________________________________
 QK0763  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 QK0763  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 QK0763
 QK0763  HORZ ORDER  -  SECOND
 QK0763
 QK0763.The horizontal coordinates were established by classical geodetic methods
 QK0763.and adjusted by the National Geodetic Survey in February 1997..
 QK0763
 QK0763.The orthometric height was scaled from a topographic map.
 QK0763
 QK0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0763
 QK0763.The geoid height was determined by GEOID03.
 QK0763
 QK0763;                    North         East     Units Scale Factor Converg.
 QK0763;SPC MI C     -   255,977.733 5,960,444.957   MT  0.99998230   -0 21 29.8
 QK0763;SPC MI C     -   839,821.96 19,555,265.61   iFT  0.99998230   -0 21 29.8
 QK0763;UTM  16      - 5,053,927.954   665,758.729   MT  0.99993781   +1 31 11.7
 QK0763
 QK0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0763!SPC MI C     -   0.99996006  x   0.99998230  =   0.99994236
 QK0763!UTM  16      -   0.99996006  x   0.99993781  =   0.99989788
 QK0763
 QK0763:                Primary Azimuth Mark                     Grid Az
 QK0763:SPC MI C     -  CERTON AZ MK                             085 31 08.1
 QK0763:UTM  16      -  CERTON AZ MK                             083 38 26.6
 QK0763
 QK0763|---------------------------------------------------------------------|
 QK0763| PID    Reference Object                     Distance      Geod. Az  |
 QK0763|                                                           dddmmss.s |
 QK0763| CH1805 CERTON AZ MK                                       0850938.3 |
 QK0763| CH1807 CERTON RM 2                           6.036 METERS 17245     |
 QK0763| QK0764 PELLSTON LOOKOUT TOWER              APPROX. 9.1 KM 1734141.2 |
 QK0763| CH1806 CERTON RM 1                           5.340 METERS 35300     |
 QK0763|---------------------------------------------------------------------|
 QK0763
 QK0763                          SUPERSEDED SURVEY CONTROL
 QK0763
 QK0763  NAD 83(1986)-  45 37 08.78802(N)    084 52 25.82322(W) AD(       ) 2
 QK0763  NAD 27      -  45 37 08.75400(N)    084 52 25.63200(W) AD(       ) 2
 QK0763
 QK0763.Superseded values are not recommended for survey control.
 QK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0763.See file dsdata.txt to determine how the superseded data were derived.
 QK0763
 QK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6575953928(NAD 83)
 QK0763_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0763
 QK0763  HISTORY     - Date     Condition        Report By
 QK0763  HISTORY     - 1956     MONUMENTED       CGS
 QK0763
 QK0763                          STATION DESCRIPTION
 QK0763
 QK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0763'THE STATION IS ABOUT 6-1/2 MILES NORTHWEST OF PELLSTON, 4-1/2 MILES
 QK0763'WEST OF LEVERING, ON THE WEST SIDE
 QK0763'OF A GRAVEL ROAD, ON THE ROAD RIGHT-OF-WAY.  IT IS 42 FEET WEST
 QK0763'OF THE CENTERLINE OF THE GRAVEL
 QK0763'ROAD, 36 FEET SOUTHWEST OF A 36 INCH ELM TREE WITH A
 QK0763'TWIN TRUNK, 13 FEET NORTH OF A FENCE CORNER AND 10
 QK0763'FEET WEST OF A WHITE WITNESS POST.
 QK0763'THE MARK IS FLUSH AND THE DISK IS STAMPED CERTON 1956.
 QK0763'
 QK0763'TO REACH THE STATION FROM THE RAILROAD STATION IN THE NORTHWEST EDGE
 QK0763'OF LEVERING, GO WEST ON A
 QK0763'PAVED ROAD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 QK0763'WEST ON A PAVED ROAD FOR 3.9 MILES
 QK0763'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVEL ROAD
 QK0763'FOR 1.2 MILES TO THE STATION ON THE RIGHT.
 QK0763'
 QK0763'TO REACH THE AZIMUTH MARK FROM THE STATION, PACK EAST ACROSS PASTURE
 QK0763'FOR APPROXIMATELY 0.25 MILE TO THE
 QK0763'NORTHEAST CORNER OF A FIELD.  TURN RIGHT AND FOLLOW THE FENCE
 QK0763'LINE SOUTH FOR ABOUT 100 YARDS TO
 QK0763'THE MARK IN THE FENCE LINE.
 QK0763'
 QK0763'REFERENCE MARK 1 IS 44 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 QK0763'ROAD, 16 FEET SOUTHWEST OF
 QK0763'THE 36 INCH ELM TREE WITH A TWIN TRUNK AND 16 FEET NORTHWEST OF A
 QK0763'WHITE WITNESS POST.  THE MARK
 QK0763'PROJECTS 2 INCHES AND THE DISK IS STAMPED CERTON NO 1 1956.
 QK0763'
 QK0763'REFERENCE MARK 2 IS 39 FEET WEST OF THE CENTERLINE OF THE ROAD AND 6
 QK0763'FEET SOUTH OF A FENCE
 QK0763'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CERTON NO
 QK0763'2 1956.
 QK0763'
 QK0763'THE AZIMUTH MARK IS 100 FEET EAST OF A LARGE PILE OF STONES, 1 FOOT
 QK0763'NORTH OF A WIRE FENCE, 20
 QK0763'FEET WEST OF THE WEST EDGE OF A TRACT OF WOODS AND 5 FEET NORTH OF A
 QK0763'WHITE WITNESS POST.  THE MARK
 QK0763'PROJECTS 2 INCHES AND THE DISK IS STAMPED CERTON 1956.
 QK0763'
 QK0763'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1230 ***********************************************************************
 NE1230  DESIGNATION -  CESSNA
 NE1230  PID         -  NE1230
 NE1230  STATE/COUNTY-  MI/LAPEER
 NE1230  USGS QUAD   -  ALMONT (1991)
 NE1230
 NE1230                         *CURRENT SURVEY CONTROL
 NE1230  ___________________________________________________________________
 NE1230* NAD 83(1994)-  42 56 26.89909(N)    083 03 29.85299(W)     ADJUSTED  
 NE1230* NAVD 88     -       260.9    (meters)     856.     (feet)  GPS OBS   
 NE1230  ___________________________________________________________________
 NE1230  X           -     565,211.534 (meters)                     COMP
 NE1230  Y           -  -4,642,319.980 (meters)                     COMP
 NE1230  Z           -   4,322,844.041 (meters)                     COMP
 NE1230  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 NE1230  ELLIP HEIGHT-         226.10  (meters)          (07/12/02) GPS OBS
 NE1230  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 NE1230
 NE1230  HORZ ORDER  -  FIRST
 NE1230  ELLP ORDER  -  FOURTH    CLASS II
 NE1230
 NE1230.The horizontal coordinates were established by GPS observations
 NE1230.and adjusted by the National Geodetic Survey in September 1995..
 NE1230
 NE1230.The orthometric height was determined by GPS observations and a
 NE1230.high-resolution geoid model.
 NE1230
 NE1230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1230
 NE1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1230
 NE1230.The ellipsoidal height was determined by GPS observations
 NE1230.and is referenced to NAD 83.
 NE1230
 NE1230.The geoid height was determined by GEOID03.
 NE1230
 NE1230;                    North         East     Units Scale Factor Converg.
 NE1230;SPC MI S     -   160,870.759 4,106,774.262   MT  0.99990735   +0 53 25.4
 NE1230;SPC MI S     -   527,791.20 13,473,668.84   iFT  0.99990735   +0 53 25.4
 NE1230;UTM  17      - 4,756,296.711   332,068.354   MT  0.99994694   -1 24 09.1
 NE1230
 NE1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1230!SPC MI S     -   0.99996454  x   0.99990735  =   0.99987190
 NE1230!UTM  17      -   0.99996454  x   0.99994694  =   0.99991149
 NE1230
 NE1230:                Primary Azimuth Mark                     Grid Az
 NE1230:SPC MI S     -  CESSNA AZ MK                             009 53 06.6
 NE1230:UTM  17      -  CESSNA AZ MK                             012 10 41.1
 NE1230
 NE1230|---------------------------------------------------------------------|
 NE1230| PID    Reference Object                     Distance      Geod. Az  |
 NE1230|                                                           dddmmss.s |
 NE1230| NE1241 CESSNA AZ MK                        APPROX. 0.7 KM 0104632.0 |
 NE1230| CH0888 CESSNA RM 1                          14.130 METERS 17702     |
 NE1230| NE1232 CESSNA RM 2                          15.667 METERS 26605     |
 NE1230| NE1245 DRYDEN AT T MICROWAVE TWR           APPROX. 7.6 KM 2742633.7 |
 NE1230|---------------------------------------------------------------------|
 NE1230
 NE1230                          SUPERSEDED SURVEY CONTROL
 NE1230
 NE1230  ELLIP H (09/20/95)  226.08   (m)                       GP(       ) 1 2
 NE1230  NAD 83(1986)-  42 56 26.90217(N)    083 03 29.88439(W) AD(       ) 1
 NE1230  NAD 83(1986)-  42 56 26.89405(N)    083 03 29.88523(W) AD(       ) 1
 NE1230  NAD 27      -  42 56 26.79287(N)    083 03 30.11467(W) AD(       ) 1
 NE1230  NGVD 29 (07/19/86)  261.0    (m)          856.     (f) VERT ANG       
 NE1230
 NE1230.Superseded values are not recommended for survey control.
 NE1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1230.See file dsdata.txt to determine how the superseded data were derived.
 NE1230
 NE1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3206856297(NAD 83)
 NE1230_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1230_SP_SET: CONCRETE POST
 NE1230_STAMPING: CESSNA 1977
 NE1230_MARK LOGO: NGS   
 NE1230_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1230+STABILITY: SURFACE MOTION
 NE1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1230+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1994
 NE1230
 NE1230  HISTORY     - Date     Condition        Report By
 NE1230  HISTORY     - 1977     MONUMENTED       NGS
 NE1230  HISTORY     - 1977     GOOD             NGS
 NE1230  HISTORY     - 19890206 GOOD             NGS
 NE1230  HISTORY     - 19900118 GOOD
 NE1230  HISTORY     - 19921217 GOOD             MIDT
 NE1230  HISTORY     - 19931016 GOOD             WADTRI
 NE1230  HISTORY     - 19940511 GOOD             NGS
 NE1230  HISTORY     - 19941216 GOOD             LOCENG
 NE1230  HISTORY     - 19970706 MARK NOT FOUND   USPSQD
 NE1230  HISTORY     - 20060808 MARK NOT FOUND   INDIV
 NE1230
 NE1230                          STATION DESCRIPTION
 NE1230
 NE1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1230'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF
 NE1230'IMLAY CITY, 3 MILES EAST OF DRYDEN, 1-1/2 MILES
 NE1230'NORTHWEST OF ALMONT AND AT THE ALMONT AIRPORT.
 NE1230'
 NE1230'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH
 NE1230'ON STATE HIGHWAY 53 FOR 1.55 MILES TO THE ALMONT AIRPORT ON
 NE1230'THE LEFT.  (TO REACH THE AZIMUTH MARK FROM HERE, CONTINUE NORTH
 NE1230'ON STATE HIGHWAY 53 FOR 0.45 MILE TO THE MARK ON THE LEFT.)
 NE1230'TURN LEFT AND GO WEST ACROSS FIELD FOR 0.1 MILE TO THE STATION
 NE1230'AS DESCRIBED.
 NE1230'
 NE1230'STATION MARKS, STAMPED---CESSNA 1977---, ARE STANDARD DISKS.
 NE1230'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 NE1230'MONUMENT THAT IS FLUSH.  IT IS 276 FEET SOUTH OF A FENCELINE,
 NE1230'AND 130 FEET WEST OF A WIND-T (THE POINT MEASURED FROM THE
 NE1230'CENTER OF THE PIVOT PIPE.) THE UNDERGROUND DISK IS SET IN THE
 NE1230'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 NE1230'GROUND SURFACE.
 NE1230'REFERENCE MARK 1, STAMPED---CESSNA NO 1 1977---, A STANDARD
 NE1230'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 NE1230'IS FLUSH.  IT IS 176.5 FEET SOUTH OF A FENCELINE, AND 141
 NE1230'FEET WEST-SOUTHWEST OF THE WIND-T.
 NE1230'
 NE1230'REFERENCE MARK 2, STAMPED---CESSNA NO 2 1977---, A STANDARD
 NE1230'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 NE1230'IS FLUSH.  IT IS 198.5 FEET WEST OF THE WIND-T, AND 132 FEET
 NE1230'SOUTH OF A FENCELINE.
 NE1230'
 NE1230'AZIMUTH MARK, STAMPED---CESSNA 1977---, A STANDARD DISK SET IN
 NE1230'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT
 NE1230'IS 51 FEET WEST OF CENTER OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF
 NE1230'A METAL WITNESS POST, AND 1.5 FEET EAST OF A FENCE.
 NE1230'
 NE1230'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1230'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.6 METERS.
 NE1230'DESCRIBED BY D.R. TYLER
 NE1230
 NE1230                          STATION RECOVERY (1977)
 NE1230
 NE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE1230'RECOVERED IN GOOD CONDITION.
 NE1230
 NE1230                          STATION RECOVERY (1989)
 NE1230
 NE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE1230'THE STATION IS LOCATED ABOUT 21.0 KM (13.05 MI) NORTHEAST OF OXFORD,
 NE1230'9.7 KM (6.05 MI) SOUTH OF IMLAY AND 2.6 KM (1.60 MI) NORTH OF ALMONT,
 NE1230'AT THE ALMONT AIRPORT.  OWNERSHIP--ED AND MARK KRIEWALL, 4296 VAN DYKE
 NE1230'ROAD, ALMONT MI 48003.  PHONE IS (313)798-8959 OR (313)781-7049.
 NE1230'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH ON STATE
 NE1230'HIGHWAY 53 FOR 2.5 KM (1.55 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN
 NE1230'LEFT AND GO WEST ON THE AIRPORT ENTRANCE ROAD, PASSING THE AIRPORT
 NE1230'OFFICE, AND ALONG A TAXIWAY FOR 0.13 KM (0.10 MI) TO THE WEST END OF
 NE1230'THREE HANGERS.  TURN RIGHT AND GO NORTHWEST ACROSS A FIELD FOR 0.08 KM
 NE1230'(0.05 MI) TO THE TETRAHEDRON AND THE STATION ON THE LEFT.
 NE1230'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE1230'MONUMENT THAT IS RECESSED 2 CM BELOW THE GROUND.  LOCATED 94.7 M
 NE1230'(310.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE WEST ONE OF THREE
 NE1230'HANGERS, 84.1 M (275.9 FT) SOUTH OF A FENCE AND 39.6 M (129.9 FT) WEST
 NE1230'OF THE TETRAHEDRON PIVOT PIPE.
 NE1230'DESCRIBED BY E.J. HANSMANN.
 NE1230
 NE1230                          STATION RECOVERY (1990)
 NE1230
 NE1230'RECOVERED 1990
 NE1230'RECOVERED IN GOOD CONDITION.
 NE1230
 NE1230                          STATION RECOVERY (1992)
 NE1230
 NE1230'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NE1230'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE.  IT IS IN
 NE1230'THE SOUTHEAST 1/4 OF SECTION 16, T-6-N, R-12-E, ALMONT TOWNSHIP. ABOUT
 NE1230'6.0 MI (9.7 KM) SOUTH OF IMLAY CITY, 15.0 MI (24.1 KM) SOUTHEAST OF
 NE1230'LAPEER, 2.0 MI (3.2 KM) NORTH OF DRYDEN AND AT THE ALMONT AIRPORT.
 NE1230'OWNERSHIP--ED AND MARK KRIEWALL, 4296 VAN DYKE ROAD, ALMONT, MI.
 NE1230'48003.  PHONE IS 313-798-8959 OR 313-781-7049.  GATE HAS COMBINATION
 NE1230'PADLOCK.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 69 AND
 NE1230'STATE HIGHWAY M-53, GO SOUTH ALONG STATE HIGHWAY M-53 FOR 4.4 MILES
 NE1230'(7.1 KM) TO THE ALMONT AIRPORT AND THE STATION ON THE RIGHT AS
 NE1230'DESCRIBED.  STATION IS 564.1 FT (171.9 M) WEST OF TH CENTER OF STATE
 NE1230'HIGHWAY M-53, 276 FT (84.1 M) SOUTH OF A FENCELINE, 130.2 FT (39.7 M)
 NE1230'WEST OF A WIND-T INDICATOR (MEASURED FROM THE CENTER OF THE PIVOT
 NE1230'PIPE) , 46.3 FT (14.1 M) NORTH OF CESSNA NO 1 1977, AND 374.0 FT
 NE1230'(114.0 M) NORTHWEST OF THE NORTHWEST CORNER OF A HANGAR.
 NE1230
 NE1230                          STATION RECOVERY (1993)
 NE1230
 NE1230'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1230'RECOVERED AS DESCRIBED.
 NE1230
 NE1230                          STATION RECOVERY (1994)
 NE1230
 NE1230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1230'NOTE--CALL IN ADVANCE TO GET COMBINATION FOR LOCKED GATE.  DO NOT
 NE1230'DRIVE ACROSS GRASS WHEN WET, GROUND IS VERY SOFT.  THE STATION MARK
 NE1230'AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT
 NE1230'SEARCHED FOR.  STATION IS LOCATED ABOUT 2.5 KM (1.55 MI) NORTH OF
 NE1230'ALMONT, 7 KM (4.35 MI) SOUTH OF INTERSTATE HIGHWAY 69, AT THE ALMONT
 NE1230'AIRPORT, IN A LARGE GRASS AREA BETWEEN A NARROW ROAD/TAXI AND THE TURF
 NE1230'RUNWAY, JUST WEST OF THE TETRAHEDRON.  OWNERSHIP--ED AND MARK
 NE1230'KRIEWALL, 4296 VAN DYKE ROAD, ALMONT, MI 48003.  CONTACT ED KRIEWALL,
 NE1230'PHONE 810-247-8666, FOR GATE COMBINATION.  TO REACH FROM THE OVERPASS
 NE1230'AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE HIGHWAY 53 AT IMLAY
 NE1230'CITY (EXIT 168) , GO SOUTH ON HIGHWAY 53 FOR 6.12 KM (3.80 MI) TO A
 NE1230'CROSSROAD AT BLINKER LIGHT, DRYDEN ROAD.  CONTINUE SOUTH FOR 0.92 KM
 NE1230'(0.55 MI) TO THE AIRPORT GATE AND OFFICE ON THE RIGHT.  TURN RIGHT,
 NE1230'WEST, THROUGH GATE ON NARROW ROAD/TAXI FOR 0.14 KM (0.10 MI) TO THE
 NE1230'STATION ON THE RIGHT.  STATION IS RECESSED 2 CM BELOW GROUND. IT IS
 NE1230'92.8 M (304.5 FT) NORTH OF THE NORTH EDGE OF THE ROAD/TAXI, 33.7 M
 NE1230'(110.6 FT) SOUTH OF THE LINE OF CONES ALONG THE TURF RUNWAY, 39.6 M
 NE1230'(129.9 FT) WEST OF THE TETRAHEDRON, 24.4 M (80.1 FT) WEST OF THE
 NE1230'BARREL LINE MARKING THE SYMMETRICAL CIRCLE, AND 53.0 M (173.9 FT)
 NE1230'SOUTHEAST OF A LIGHT AT THE END OF THE TURF RUNWAY.  DESCRIBED BY G.R.
 NE1230'HEID.
 NE1230
 NE1230                          STATION RECOVERY (1994)
 NE1230
 NE1230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1230'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE STATION IS APPROXIMATELY
 NE1230'30.48 METERS (100.00 FT) DUE WEST OF THE WIND SOCK OR APPROXIMATELY
 NE1230'22.86 METERS (75.00 FT) DUE WEST OF THE TETRAHEDRON.
 NE1230
 NE1230                          STATION RECOVERY (1997)
 NE1230
 NE1230'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1230'MARK NOT FOUND.
 NE1230
 NE1230                          STATION RECOVERY (2006)
 NE1230
 NE1230'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1230'CORNER DESTROYED, NEW BUILDING CONSTRUCTED IN AREA OF CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1241 ***********************************************************************
 NE1241  DESIGNATION -  CESSNA AZ MK
 NE1241  PID         -  NE1241
 NE1241  STATE/COUNTY-  MI/LAPEER
 NE1241  USGS QUAD   -  ALMONT (1991)
 NE1241
 NE1241                         *CURRENT SURVEY CONTROL
 NE1241  ___________________________________________________________________
 NE1241* NAD 83(1994)-  42 56 49.55761(N)    083 03 23.98288(W)     ADJUSTED  
 NE1241* NAVD 88     -       261.42   (meters)     857.7    (feet)  LEVELING  
 NE1241  ___________________________________________________________________
 NE1241  X           -     565,286.111 (meters)                     COMP
 NE1241  Y           -  -4,641,831.414 (meters)                     COMP
 NE1241  Z           -   4,323,356.280 (meters)                     COMP
 NE1241  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 NE1241  ELLIP HEIGHT-         226.66  (meters)          (07/12/02) GPS OBS
 NE1241  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1241
 NE1241  HORZ ORDER  -  FIRST
 NE1241  VERT ORDER  -  THIRD ?
 NE1241  ELLP ORDER  -  FOURTH    CLASS I
 NE1241
 NE1241.The horizontal coordinates were established by GPS observations
 NE1241.and adjusted by the National Geodetic Survey in February 1997..
 NE1241
 NE1241.The orthometric height was determined by differential leveling.
 NE1241.The vertical network tie was performed by a horz. field party for horz.
 NE1241.obs reductions. Reset procedures were used to establish the elevation.
 NE1241
 NE1241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1241
 NE1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1241
 NE1241.The ellipsoidal height was determined by GPS observations
 NE1241.and is referenced to NAD 83.
 NE1241
 NE1241.The geoid height was determined by GEOID03.
 NE1241
 NE1241;                    North         East     Units Scale Factor Converg.
 NE1241;SPC MI S     -   161,571.893 4,106,896.442   MT  0.99990746   +0 53 29.4
 NE1241;SPC MI S     -   530,091.51 13,474,069.69   iFT  0.99990746   +0 53 29.4
 NE1241;UTM  17      - 4,756,992.423   332,218.495   MT  0.99994632   -1 24 05.7
 NE1241
 NE1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1241!SPC MI S     -   0.99996446  x   0.99990746  =   0.99987192
 NE1241!UTM  17      -   0.99996446  x   0.99994632  =   0.99991078
 NE1241
 NE1241:                Primary Azimuth Mark                     Grid Az
 NE1241:SPC MI S     -  CESSNA                                   189 53 06.6
 NE1241:UTM  17      -  CESSNA                                   192 10 41.7
 NE1241
 NE1241|---------------------------------------------------------------------|
 NE1241| PID    Reference Object                     Distance      Geod. Az  |
 NE1241|                                                           dddmmss.s |
 NE1241| NE1230 CESSNA                              APPROX. 0.7 KM 1904636.0 |
 NE1241|---------------------------------------------------------------------|
 NE1241
 NE1241                          SUPERSEDED SURVEY CONTROL
 NE1241
 NE1241  ELLIP H (02/03/97)  226.65   (m)                       GP(       ) 4 1
 NE1241  NAD 83(1994)-  42 56 49.55724(N)    083 03 23.98255(W) AD(       ) 1
 NE1241  ELLIP H (05/02/96)  226.65   (m)                       GP(       ) 1 1
 NE1241  NAD 83(1986)-  42 56 49.55336(N)    083 03 24.01603(W) AD(       ) 2
 NE1241  NAD 27      -  42 56 49.45237(N)    083 03 24.24566(W) AD(       ) 2
 NE1241  NGVD 29 (07/19/86)  261.     (m)          856.     (f) VERT ANG       
 NE1241
 NE1241.Superseded values are not recommended for survey control.
 NE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1241.See file dsdata.txt to determine how the superseded data were derived.
 NE1241
 NE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3221856992(NAD 83)
 NE1241_MARKER: DZ = AZIMUTH MARK DISK
 NE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1241_STAMPING: CESSNA 1977
 NE1241_MARK LOGO: NGS   
 NE1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1241+STABILITY: SURFACE MOTION
 NE1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1241+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1994
 NE1241
 NE1241  HISTORY     - Date     Condition        Report By
 NE1241  HISTORY     - 1977     MONUMENTED       NGS
 NE1241  HISTORY     - 19940927 GOOD             MIDT
 NE1241  HISTORY     - 19970706 GOOD             USPSQD
 NE1241
 NE1241                          STATION DESCRIPTION
 NE1241
 NE1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1241'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF
 NE1241'IMLAY CITY, 3 MILES EAST OF DRYDEN, 1-1/2 MILES
 NE1241'NORTHWEST OF ALMONT AND 1/5 MILE NORTH OF ALMONT AIRPORT.
 NE1241'
 NE1241'TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH
 NE1241'ON STATE HIGHWAY 53 FOR 1.55 MILES TO THE ALMONT AIRPORT ON
 NE1241'THE LEFT.  CONTINUE NORTH ON HIGHWAY 53 FOR 0.45 MILE TO
 NE1241'THE MARK ON THE LEFT.
 NE1241'
 NE1241'AZIMUTH MARK, STAMPED---CESSNA 1977---, A STANDARD DISK SET IN
 NE1241'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT
 NE1241'IS 51 FEET WEST OF CENTER OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF
 NE1241'A METAL WITNESS POST, AND 1.5 FEET EAST OF A FENCE.
 NE1241'
 NE1241'AN EDM TRAVERSE TIE WAS MADE TO STATION CESSNA.
 NE1241'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK.
 NE1241'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 NE1241'DESCRIBED BY D.R. TYLER
 NE1241
 NE1241                          STATION RECOVERY (1994)
 NE1241
 NE1241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1241'STATION IS LOCATED IN QUAD 420831 ON THE ALMONT QUADRANGLE MAP.  IT IS
 NE1241'IN THE NORTHWEST 1/4 OF SECTION 16, T-6-N, R-12-E, ALMONT TOWNSHIP.
 NE1241'ABOUT 1-1/2 MILES NORTHWEST OF ALMONT, 3 MILES (4.8 KM) EAST OF
 NE1241'DRYDEN, 6 MILES (9.7 KM) SOUTH OF IMLAY CITY, AND ABOUT 1/5 MILE NORTH
 NE1241'OF THE ALMONT AIRPORT AT THE WESTERLY RIGHT-OF-WAY FOR STATE HIGHWAY
 NE1241'M-53.  TO REACH THE STATION FROM THE POST OFFICE IN ALMONT, GO NORTH
 NE1241'ALONG STATE HIGHWAY M-53 FOR 1.55 MI (2.49 KM) TO THE ALMONT AIRPORT
 NE1241'ON THE LEFT.  CONTINUE NORTH ALONG THE HIGHWAY M-53 FOR 0.45 MI (0.72
 NE1241'KM) TO THE STATION ON THE LEFT AS DESCRIBED.  STATION IS 51.0 FT (15.5
 NE1241'M) WEST FROM THE CENTER OF THE HIGHWAY, 2.0 FT (0.6 M) SOUTHEAST FROM
 NE1241'A METAL WITNESS POST WITH SIGN, AND 1.5 FT (0.5 M) EAST FROM A
 NE1241'RIGHT-OF-WAY FENCE.
 NE1241
 NE1241                          STATION RECOVERY (1997)
 NE1241
 NE1241'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0330 ***********************************************************************
 PK0330  DESIGNATION -  CHABOTS
 PK0330  PID         -  PK0330
 PK0330  STATE/COUNTY-  MI/ALPENA
 PK0330  USGS QUAD   -  EVANS CREEK (1972)
 PK0330
 PK0330                         *CURRENT SURVEY CONTROL
 PK0330  ___________________________________________________________________
 PK0330* NAD 83(1994)-  44 58 50.59088(N)    083 44 38.11632(W)     ADJUSTED  
 PK0330* NAVD 88     -       247.82   (+/-2cm)     813.1    (feet)  VERTCON   
 PK0330  ___________________________________________________________________
 PK0330  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 PK0330  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 PK0330
 PK0330  HORZ ORDER  -  THIRD
 PK0330  VERT ORDER  -  THIRD ? (See Below)
 PK0330
 PK0330.The horizontal coordinates were established by classical geodetic methods
 PK0330.and adjusted by the National Geodetic Survey in February 1997..
 PK0330
 PK0330.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0330.The vertical order pertains to the NGVD 29 superseded value.
 PK0330
 PK0330.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0330
 PK0330.The geoid height was determined by GEOID03.
 PK0330
 PK0330;                    North         East     Units Scale Factor Converg.
 PK0330;SPC MI C     -   185,097.933 6,049,113.214   MT  0.99991292   +0 26 23.7
 PK0330;SPC MI C     -   607,276.68 19,846,171.96   iFT  0.99991292   +0 26 23.7
 PK0330;UTM  17      - 4,984,471.741   283,664.354   MT  1.00017552   -1 56 25.2
 PK0330
 PK0330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0330!SPC MI C     -   0.99996680  x   0.99991292  =   0.99987972
 PK0330!UTM  17      -   0.99996680  x   1.00017552  =   1.00014231
 PK0330
 PK0330|---------------------------------------------------------------------|
 PK0330| PID    Reference Object                     Distance      Geod. Az  |
 PK0330|                                                           dddmmss.s |
 PK0330| CH1809 CHABOTS RM 1                         21.946 METERS 00218     |
 PK0330| QJ0287 FLANDERS RESET                      APPROX. 9.0 KM 0085950.0 |
 PK0330| CH1810 CHABOTS RM 2                         18.778 METERS 08501     |
 PK0330| CH1808 CHABOTS AZ MK                                      2200211.4 |
 PK0330|---------------------------------------------------------------------|
 PK0330
 PK0330                          SUPERSEDED SURVEY CONTROL
 PK0330
 PK0330  NAD 83(1986)-  44 58 50.58422(N)    083 44 38.11248(W) AD(       ) 3
 PK0330  NAD 27      -  44 58 50.54900(N)    083 44 38.15900(W) AD(       ) 3
 PK0330  NGVD 29 (07/19/86)  247.97   (m)          813.5    (f) LEVELING    3  
 PK0330
 PK0330.Superseded values are not recommended for survey control.
 PK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0330.See file dsdata.txt to determine how the superseded data were derived.
 PK0330
 PK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8366484472(NAD 83)
 PK0330_MARKER: DS = TRIANGULATION STATION DISK
 PK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0330
 PK0330  HISTORY     - Date     Condition        Report By
 PK0330  HISTORY     - 1956     MONUMENTED       CGS
 PK0330  HISTORY     - 1972     GOOD             USGS
 PK0330  HISTORY     - 1972     GOOD             NGS
 PK0330  HISTORY     - 19990514 POOR             USPSQD
 PK0330
 PK0330                          STATION DESCRIPTION
 PK0330
 PK0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PK0330'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF ALPENA, ABOUT 9
 PK0330'MILES SOUTHEAST OF HILLMAN, ON
 PK0330'HIGHWAY PROPERTY.  IT IS 38 FEET SOUTH OF THE CENTERLINE OF WERTH
 PK0330'ROAD, 3 FEET SOUTH OF A WHITE
 PK0330'WITNESS POST, 4 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 PK0330'FIELD AND 66 FEET WEST OF A 10 INCH MAPLE
 PK0330'TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHABOTS
 PK0330'1956.
 PK0330'
 PK0330'TO REACH THE STATION FROM THE BRIDGE OVER THUNDER BAY RIVER IN
 PK0330'HILLMAN, GO SOUTH ON PAVED
 PK0330'ROAD FOR 0.4 MILE TO THE JUNCTION OF M 32.  TURN LEFT AND GO EAST ON
 PK0330'M 32 FOR 7.8 MILES TO THE JUNCTION
 PK0330'OF M 65.  TURN RIGHT AND GO SOUTH ON M 65 (GRAVEL) FOR 5.4
 PK0330'MILES TO A PAVED SIDE ROAD LEFT* (WERTH
 PK0330'ROAD).  TURN LEFT AND GO EAST ON PAVED ROAD FOR
 PK0330'0.2 MILE TO THE MARK ON THE RIGHT.
 PK0330'
 PK0330'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON M 65
 PK0330'FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 PK0330'
 PK0330'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTERLINE OF WERTH ROAD AND
 PK0330'1 FOOT EAST OF A FENCE
 PK0330'CORNER.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CHABOTS
 PK0330'NO 1 1956.
 PK0330'
 PK0330'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF WERTH ROAD, 5
 PK0330'FEET WEST OF A 10 INCH
 PK0330'MAPLE TREE, 4 FEET NORTH OF THE NORTH EDGE OF THE CULTIVATED FIELD
 PK0330'AND IN A FENCE LINE.  THE MARK
 PK0330'PROJECTS 4 INCHES AND THE DISK IS STAMPED CHABOTS NO 2 1956.
 PK0330'
 PK0330'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF M 65, 1 FOOT
 PK0330'SOUTH OF A WHITE WITNESS
 PK0330'POST, 2 FEET NORTH OF A TELEPHONE POLE AND 4 FEET EAST OF THE EAST
 PK0330'EDGE OF A CULTIVATED FIELD.  THE
 PK0330'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CHABOTS 1956.
 PK0330'
 PK0330'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
 PK0330
 PK0330                          STATION RECOVERY (1972)
 PK0330
 PK0330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PK0330'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  AZIMUTH
 PK0330'MARK NOT FOUND.
 PK0330'
 PK0330'DISTANCES AND DIRECTIONS CHECKED.  ORIGINAL DESCRIPTION ADEQUATE.
 PK0330
 PK0330                          STATION RECOVERY (1972)
 PK0330
 PK0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PK0330'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PK0330'THE AZIMUTH MARK
 PK0330'WAS NOT FOUND AND ASSUMED TO HAVE BEEN DESTROYED SINCE
 PK0330'ANGLE AND MEASUREMENT FROM ROAD
 PK0330'WOULD PUT IT IN A DITCH.  THE EAGLING
 PK0330'LOOKOUT TOWER HAS BEEN TORN DOWN AND NO OBJECTS
 PK0330'WERE VISIBLE FROM WHICH
 PK0330'TO SET A NEW AZIMUTH MARK FROM.  THE DISTANCE TO THE REFERENCE
 PK0330'MARKS CHECKED AS
 PK0330'DID THE DIRECTION BETWEEN THEM.  A NEW DESCRIPTION FOLLOWS-
 PK0330'
 PK0330'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF ALPENA, 66 FEET
 PK0330'WEST OF A 14 INCH
 PK0330'MAPLE TREE, 38 FEET SOUTH OF THE CENTERLINE OF WERTH
 PK0330'ROAD, 30 FEET NORTH OF A
 PK0330'MULTI-TRUNKED APPLE TREE AND 1 FOOT EAST OF A
 PK0330'METAL WITNESS POST.  THE MONUMENT PROJECTS
 PK0330'2 INCHES AND THE DISK IS
 PK0330'STAMPED CHABOTS 1956.
 PK0330'
 PK0330'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 32 AND 65
 PK0330'(ABOUT 8 MILES
 PK0330'EAST OF HILLMAN), GO SOUTH ON HIGHWAY 65 FOR 5.4 MILES TO
 PK0330'A SIDE ROAD LEFT.  TURN LEFT AND
 PK0330'GO EAST ON WERTH RD.  FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 PK0330'
 PK0330'REFERENCE MARK 1 IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD AND
 PK0330'1 FOOT EAST OF A
 PK0330'FENCE CORNER.  THE MONUMENT PROJECTS 2 INCHES AND THE
 PK0330'DISK IS STAMPED CHABOTS NO 1 1956.
 PK0330'
 PK0330'REFERENCE MARK 2 IS 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND
 PK0330'5 FEET WEST OF THE
 PK0330'14 INCH MAPLE TREE.  THE MONUMENT PROJECTS 4 INCHES
 PK0330'AND THE DISK IS STAMPED CHABOTS NO 2
 PK0330'1956.
 PK0330'
 PK0330'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 PK0330'
 PK0330'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES SOUTHEAST
 PK0330'OF HILLMAN.
 PK0330
 PK0330                          STATION RECOVERY (1999)
 PK0330
 PK0330'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0330'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0247 ***********************************************************************
 QK0247  DESIGNATION -  CHAMBERS
 QK0247  PID         -  QK0247
 QK0247  STATE/COUNTY-  MI/MACKINAC
 QK0247  USGS QUAD   -  ST IGNACE (1976)
 QK0247
 QK0247                         *CURRENT SURVEY CONTROL
 QK0247  ___________________________________________________________________
 QK0247* NAD 83(1986)-  45 51 30.     (N)    084 43 24.     (W)     SCALED    
 QK0247* NAVD 88     -       208.938  (meters)     685.49   (feet)  ADJUSTED  
 QK0247  ___________________________________________________________________
 QK0247  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0247  DYNAMIC HT  -         208.946 (meters)     685.52  (feet)  COMP
 QK0247  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 QK0247
 QK0247  VERT ORDER  -  FIRST     CLASS 0
 QK0247
 QK0247.The horizontal coordinates were scaled from a topographic map and have
 QK0247.an estimated accuracy of +/- 6 seconds.
 QK0247
 QK0247.The orthometric height was determined by differential leveling
 QK0247.and adjusted by the National Geodetic Survey in June 1991..
 QK0247
 QK0247.The geoid height was determined by GEOID03.
 QK0247
 QK0247.The dynamic height is computed by dividing the NAVD 88
 QK0247.geopotential number by the normal gravity value computed on the
 QK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0247.degrees latitude (g = 980.6199 gals.).
 QK0247
 QK0247.The modeled gravity was interpolated from observed gravity values.
 QK0247
 QK0247;                    North         East    Units  Estimated Accuracy
 QK0247;SPC MI N     -   122,020.    8,176,770.      MT  (+/- 180 meters Scaled)
 QK0247
 QK0247                          SUPERSEDED SURVEY CONTROL
 QK0247
 QK0247.No superseded survey control is available for this station.
 QK0247
 QK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767808(NAD 83)
 QK0247_MARKER: Z = SEE DESCRIPTION
 QK0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0247_SP_SET: CULVERT
 QK0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0247+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0247
 QK0247  HISTORY     - Date     Condition        Report By
 QK0247  HISTORY     - UNK      MONUMENTED       NOS
 QK0247  HISTORY     - 1972     GOOD             NGS
 QK0247  HISTORY     - 1983     GOOD             NGS
 QK0247  HISTORY     - 20020605 GOOD             MIDT
 QK0247  HISTORY     - 20030606 GOOD             USPSQD
 QK0247  HISTORY     - 20060830 GOOD             USPSQD
 QK0247
 QK0247                          STATION DESCRIPTION
 QK0247
 QK0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0247'AT ST IGNACE.
 QK0247'AT ST IGNACE, ABOUT 0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 2
 QK0247'FROM THE POST OFFICE AT ST IGNACE, AT THE JUNCTION OF CHAMBERS
 QK0247'STREET, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 QK0247'FOR A 24 INCH PIPE CULVERT UNDER CHAMBERS STREET, 73 1/2 FEET
 QK0247'NORTH OF THE CENTER LINE OF THE WEST BOUND LANE OF THE HIGHWAY,
 QK0247'25.7 FEET WEST OF THE CENTER LINE OF CHAMBERS STREET, 1 FOOT
 QK0247'NORTH OF THE SOUTH END OF THE HEADWALL AND 1 1/2 FEET BELOW THE
 QK0247'LEVEL OF THE STREET.
 QK0247
 QK0247                          STATION RECOVERY (1983)
 QK0247
 QK0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0247'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0247'1.0 KM (0.6 MI) SOUTHWEST ALONG BUSINESS INTERSTATE 75 AND U.S.
 QK0247'HIGHWAY 2 WEST FROM THE POST OFFICE, AT THE NORTHWEST CORNER OF THE
 QK0247'INTERSECTION OF CHAMBERS STREET AND U.S. HIGHWAY 2 WEST, THE HIGHEST
 QK0247'POINT OF A 1/2-INCH DIAMETER BRASS ROD SET IN THE WEST HEADWALL OF THE
 QK0247'CONCRETE CULVERT, 27.12 METERS (89.0 FT) NORTHERLY FROM THE CENTERLINE
 QK0247'OF THE HIGHWAY, 7.62 METERS (25.0 FT) WEST OF THE CENTERLINE OF
 QK0247'CHAMBERS STREET, 0.30 METERS (1.0 FT) NORTH OF SOUTH EDGE, AND
 QK0247'0.12 METERS (0.4 FT) EAST OF WEST EDGE.
 QK0247'THE MARK IS 0.15 M BELOW STREET.
 QK0247
 QK0247                          STATION RECOVERY (2002)
 QK0247
 QK0247'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0247'RECOVERED IN GOOD CONDITION.
 QK0247
 QK0247                          STATION RECOVERY (2003)
 QK0247
 QK0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0247'RECOVERED IN GOOD CONDITION.
 QK0247
 QK0247                          STATION RECOVERY (2006)
 QK0247
 QK0247'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0593 ***********************************************************************
 RK0593  DESIGNATION -  CHAMPION
 RK0593  PID         -  RK0593
 RK0593  STATE/COUNTY-  MI/MARQUETTE
 RK0593  USGS QUAD   -  CHAMPION (1975)
 RK0593
 RK0593                         *CURRENT SURVEY CONTROL
 RK0593  ___________________________________________________________________
 RK0593* NAD 83(1994)-  46 31 15.77822(N)    087 56 42.47049(W)     ADJUSTED  
 RK0593* NAVD 88     -       552.     (meters)    1811.     (feet)  SCALED    
 RK0593  ___________________________________________________________________
 RK0593  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 RK0593  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 RK0593
 RK0593  HORZ ORDER  -  SECOND
 RK0593
 RK0593.The horizontal coordinates were established by classical geodetic methods
 RK0593.and adjusted by the National Geodetic Survey in February 1997..
 RK0593
 RK0593.The orthometric height was scaled from a topographic map.
 RK0593
 RK0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0593
 RK0593.The geoid height was determined by GEOID03.
 RK0593
 RK0593;                    North         East     Units Scale Factor Converg.
 RK0593;SPC MI N     -   193,570.164 7,927,485.472   MT  0.99991128   -0 40 59.3
 RK0593;SPC MI N     -   635,072.72 26,008,810.60   iFT  0.99991128   -0 40 59.3
 RK0593;UTM  16      - 5,152,376.197   427,506.499   MT  0.99966460   -0 41 09.0
 RK0593
 RK0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0593!SPC MI N     -   0.99991871  x   0.99991128  =   0.99982999
 RK0593!UTM  16      -   0.99991871  x   0.99966460  =   0.99958333
 RK0593
 RK0593|---------------------------------------------------------------------|
 RK0593| PID    Reference Object                     Distance      Geod. Az  |
 RK0593|                                                           dddmmss.s |
 RK0593| CJ2336 CHAMPION RM 2                        23.488 METERS 00300     |
 RK0593| RK0571 REPUBLIC IRON CO MINE TANK          APPROX.14.1 KM 1881634.3 |
 RK0593| RK0594 CHAMPION MICH BELL TEL MAST         APPROX. 2.4 KM 2300146.0 |
 RK0593| CJ2335 CHAMPION RM 1                        19.852 METERS 26947     |
 RK0593| CJ2334 CHAMPION AZ MK                                     2722446.6 |
 RK0593|---------------------------------------------------------------------|
 RK0593
 RK0593                          SUPERSEDED SURVEY CONTROL
 RK0593
 RK0593  NAD 83(1986)-  46 31 15.77192(N)    087 56 42.46427(W) AD(       ) 2
 RK0593  NAD 27      -  46 31 16.00400(N)    087 56 41.97900(W) AD(       ) 2
 RK0593
 RK0593.Superseded values are not recommended for survey control.
 RK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0593.See file dsdata.txt to determine how the superseded data were derived.
 RK0593
 RK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2750652376(NAD 83)
 RK0593_MARKER: DS = TRIANGULATION STATION DISK
 RK0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0593
 RK0593  HISTORY     - Date     Condition        Report By
 RK0593  HISTORY     - 1955     MONUMENTED       CGS
 RK0593  HISTORY     - 20050919 MARK NOT FOUND   MIDT
 RK0593
 RK0593                          STATION DESCRIPTION
 RK0593
 RK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0593'THE STATION IS ALONG THE SOUTH SIDE OF SECTION 28, T. 48N., R. 29 W.,
 RK0593'IN THE SOUTHEAST CORNER OF A FARMYARD ON A CULTIVATED RIDGE.  IT IS
 RK0593'APPROXIMATELY 13 MILES WEST OF ISHPEMING AND 1 MILE NORTHEAST OF
 RK0593'CHAMPION.
 RK0593'
 RK0593'TO REACH FROM THE RAILROAD DEPOT IN CHAMPION, GO NORTH ON THE PAVED
 RK0593'ROAD FOR 0.05 MILE TO A FORK, TAKE THE LEFT FORK AND GO 0.1 MILE TO
 RK0593'A FORK, TAKE RIGHT FORK 0.2 MILE TO A SIDE ROAD RIGHT, CONTINUE
 RK0593'STRAIGHT AHEAD 0.35 MILE ON THE GRAVEL ROAD TO A SIDE ROAD RIGHT,
 RK0593'TURN RIGHT AND GO EAST 0.5 MILE TO A PILE OF LARGE BOULDERS ON THE
 RK0593'RIGHT AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST 0.15 MILE TO
 RK0593'A T ROAD AT THE SOUTHWEST CORNER OF A FARMYARD, CONTINUE EAST ON THE
 RK0593'GRASS ALONG THE NORTH SIDE OF A FENCE 0.05 MILE TO THE STATION IN
 RK0593'THE SOUTHEAST CORNER OF THE FARMYARD.
 RK0593'
 RK0593'THE STATION MARK, STAMPED CHAMPION 1955, IS A STANDARD DISK SET IN A
 RK0593'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 10 FEET WEST OF
 RK0593'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, 2 FEET WEST OF A WHITE
 RK0593'WITNESS POST AND 1 FOOT NORTH OF A BARBED-WIRE FENCE.
 RK0593'
 RK0593'REFERENCE MARK NO. 1, STAMPED CHAMPION NO. 1 1955, IS A STANDARD DISK
 RK0593'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 36
 RK0593'FEET SOUTH OF THE SOUTH ROW OF TREES IN THE APPLE ORCHARD, 104.7 FEET
 RK0593'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FARMHOUSE, 1 FOOT
 RK0593'NORTH OF THE FENCE AND ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 RK0593'
 RK0593'REFERENCE MARK NO. 2, STAMPED CHAMPION NO. 2 1955, IS A STANDARD DISK
 RK0593'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 30
 RK0593'FEET EAST OF THE EAST ROW OF APPLE TREES, 1 FOOT WEST OF A FENCE
 RK0593'AND ABOUT 3 FEET HIGHER THAN THE STATION MARK.
 RK0593'
 RK0593'THE AZIMUTH MARK, STAMPED CHAMPION 1955, IS A STANDARD DISK SET IN A
 RK0593'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 31 FEET NORTH
 RK0593'OF THE CENTER OF THE ROAD, 1 FOOT SOUTH OF THE FENCE AND 1 FOOT
 RK0593'EAST OF A WHITE WITNESS POST.  THE AZIMUTH MARK IS VISIBLE FROM THE
 RK0593'GROUND.
 RK0593'
 RK0593'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0593
 RK0593                          STATION RECOVERY (2005)
 RK0593
 RK0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RK0593'STATION AND RM1 AND RM2 NOT FOUND. FOUND CONC. POST FOR AZIMUTH MARK
 RK0593'IN GENERAL LOCATION DESCRIBED, BUT IT WAS LYING ON IT'S SIDE AND THE
 RK0593'CAP WAS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0594 ***********************************************************************
 RK0594  DESIGNATION -  CHAMPION MICH BELL TEL MAST
 RK0594  PID         -  RK0594
 RK0594  STATE/COUNTY-  MI/MARQUETTE
 RK0594  USGS QUAD   -  CHAMPION (1975)
 RK0594
 RK0594                         *CURRENT SURVEY CONTROL
 RK0594  ___________________________________________________________________
 RK0594* NAD 83(1994)-  46 30 26.70944(N)    087 58 07.23829(W)     ADJUSTED  
 RK0594* NAVD 88     -                                                        
 RK0594  ___________________________________________________________________
 RK0594  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 RK0594  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 RK0594
 RK0594  HORZ ORDER  -  THIRD
 RK0594
 RK0594.The horizontal coordinates were established by classical geodetic methods
 RK0594.and adjusted by the National Geodetic Survey in February 1997..
 RK0594
 RK0594
 RK0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0594
 RK0594.The geoid height was determined by GEOID03.
 RK0594
 RK0594;                    North         East     Units Scale Factor Converg.
 RK0594;SPC MI N     -   192,077.067 7,925,660.450   MT  0.99991033   -0 42 00.5
 RK0594;SPC MI N     -   630,174.10 26,002,823.00   iFT  0.99991033   -0 42 00.5
 RK0594;UTM  16      - 5,150,883.550   425,681.853   MT  0.99966789   -0 42 10.0
 RK0594
 RK0594                          SUPERSEDED SURVEY CONTROL
 RK0594
 RK0594  NAD 83(1986)-  46 30 26.70350(N)    087 58 07.23176(W) AD(       ) 4
 RK0594  NAD 27      -  46 30 26.93600(N)    087 58 06.74400(W) AD(       ) 3
 RK0594
 RK0594.Superseded values are not recommended for survey control.
 RK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0594.See file dsdata.txt to determine how the superseded data were derived.
 RK0594
 RK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2568250884(NAD 83)
 RK0594_MARKER: 44 = MICROWAVE MAST
 RK0594
 RK0594  HISTORY     - Date     Condition        Report By
 RK0594  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0594  HISTORY     - 1975     GOOD             NGS
 RK0594  HISTORY     - 19990922 GOOD             USPSQD
 RK0594  HISTORY     - 20060619 GOOD             GEOCAC
 RK0594
 RK0594                          STATION DESCRIPTION
 RK0594
 RK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0594'THE STATION IS THE FLASHING RED LIGHT ATOP ONE OF THE TWO 200 FOOT
 RK0594'METAL TOWERS THAT ARE OWNED BY THE MICHIGAN BELL TELEPHONE CO. AND
 RK0594'IS LOCATED ON A WOODED RIDGE ABOUT 0.5 MILE SOUTHWEST OF CHAMPION.
 RK0594
 RK0594                          STATION RECOVERY (1975)
 RK0594
 RK0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RK0594'CHAMPION, MICHIGAN BELL TELEPHONE COMPANY, MICROWAVE MAST WAS
 RK0594'RECOVERED AS DESCRIBED IN 1955 BY N.E.T.
 RK0594'
 RK0594'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE SOUTHWEST
 RK0594'OF CHAMPION.
 RK0594
 RK0594                          STATION RECOVERY (1999)
 RK0594
 RK0594'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0594'RECOVERED IN GOOD CONDITION.
 RK0594
 RK0594                          STATION RECOVERY (2006)
 RK0594
 RK0594'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1639 ***********************************************************************
 RL1639  DESIGNATION -  CHANEY
 RL1639  PID         -  RL1639
 RL1639  STATE/COUNTY-  MI/GOGEBIC
 RL1639  USGS QUAD   -  CHANEY LAKE (1982)
 RL1639
 RL1639                         *CURRENT SURVEY CONTROL
 RL1639  ___________________________________________________________________
 RL1639* NAD 83(1994)-  46 20 39.72062(N)    089 55 39.14121(W)     ADJUSTED  
 RL1639* NAVD 88     -       539.     (meters)    1768.     (feet)  SCALED    
 RL1639  ___________________________________________________________________
 RL1639  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 RL1639  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 RL1639
 RL1639  HORZ ORDER  -  THIRD
 RL1639
 RL1639.The horizontal coordinates were established by classical geodetic methods
 RL1639.and adjusted by the National Geodetic Survey in February 1997..
 RL1639
 RL1639.The orthometric height was scaled from a topographic map.
 RL1639
 RL1639.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1639
 RL1639.The geoid height was determined by GEOID03.
 RL1639
 RL1639;                    North         East     Units Scale Factor Converg.
 RL1639;SPC MI N     -   177,660.328 7,774,707.128   MT  0.99990336   -2 06 57.6
 RL1639;SPC MI N     -   582,875.09 25,507,569.32   iFT  0.99990336   -2 06 57.6
 RL1639;UTM  16      - 5,136,475.801   274,728.762   MT  1.00022385   -2 07 08.3
 RL1639;UTM  15      - 5,136,898.620   736,422.324   MT  1.00028714   +2 13 26.2
 RL1639
 RL1639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1639!SPC MI N     -   0.99992036  x   0.99990336  =   0.99982372
 RL1639!UTM  16      -   0.99992036  x   1.00022385  =   1.00014419
 RL1639!UTM  15      -   0.99992036  x   1.00028714  =   1.00020747
 RL1639
 RL1639|---------------------------------------------------------------------|
 RL1639| PID    Reference Object                     Distance      Geod. Az  |
 RL1639|                                                           dddmmss.s |
 RL1639| CJ2338 CHANEY RM 1                          22.251 METERS 04112     |
 RL1639| CJ2337 CHANEY AZ MK                                       1573252.2 |
 RL1639| CJ2339 CHANEY RM 2                          27.162 METERS 32201     |
 RL1639|---------------------------------------------------------------------|
 RL1639
 RL1639                          SUPERSEDED SURVEY CONTROL
 RL1639
 RL1639  NAD 83(1994)-  46 20 39.71835(N)    089 55 39.13995(W) AD(       ) 3
 RL1639  NAD 83(1986)-  46 20 39.71541(N)    089 55 39.13666(W) AD(       ) 3
 RL1639  NAD 27      -  46 20 39.89300(N)    089 55 38.55100(W) AD(       ) 3
 RL1639
 RL1639.Superseded values are not recommended for survey control.
 RL1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1639.See file dsdata.txt to determine how the superseded data were derived.
 RL1639
 RL1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7472936476(NAD 83)
 RL1639_MARKER: DS = TRIANGULATION STATION DISK
 RL1639_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1639_STAMPING: CHANEY 1952
 RL1639_MARK LOGO: CGS   
 RL1639_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1639+STABILITY: SURFACE MOTION
 RL1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1639+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1639
 RL1639  HISTORY     - Date     Condition        Report By
 RL1639  HISTORY     - 1952     MONUMENTED       CGS
 RL1639  HISTORY     - 19941002 GOOD             GLORI
 RL1639  HISTORY     - 19941010 GOOD             LOCENG
 RL1639  HISTORY     - 20040808 GOOD             USPSQD
 RL1639
 RL1639                          STATION DESCRIPTION
 RL1639
 RL1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1639'THE STATION IS LOCATED ABOUT 14.0 MILES SOUTHEAST OF HURLEY,
 RL1639'12 MILES SOUTHWEST OF MARENISCO, 9.0 MILES SOUTH OF WAKEFIELD AND
 RL1639'1.5 MILES NORTHWEST OF CHANEY LAKE.  THE STATION IS SET ON A
 RL1639'HIGH BANK ON THE ROAD RIGHT-OF-WAY AND IS ABOUT 20.0 FEET
 RL1639'ABOVE THE ELEVATION OF THE ROAD.
 RL1639'
 RL1639'TO REACH THE STATION FROM THE POST OFFICE IN WAKEFIELD GO
 RL1639'SOUTH ON MAIN STREET FOR 0.5 MILE TO CROSSROADS, CONTINUE
 RL1639'AHEAD ON GRAVEL ROAD FOR 8.9 MILE TO THE STATION ON THE LEFT AS
 RL1639'DESCRIBED.
 RL1639'
 RL1639'THE STATION MARK IS A STANDARD DISK SET IN A 4 INCH IRON
 RL1639'PIPE PROJECTING 4 INCHES AND IS STAMPED CHANEY 1952.
 RL1639'
 RL1639'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A 4 INCH IRON
 RL1639'PIPE PROJECTING 6 INCHES AND IS STAMPED CHANEY NO 1 1952, IT
 RL1639'IS SET IN HEAVY TIMBER AT ABOUT THE SAME ELEVATION AS THE
 RL1639'STATION.
 RL1639'
 RL1639'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A 4 INCH IRON
 RL1639'PIPE PROJECTING 3 INCHES AND IS STAMPED CHANEY NO 2 1952.  IT
 RL1639'IS 38.0 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD AND IS
 RL1639'ABOUT 10 FEET BELOW THE ELEVATION OF THE STATION.
 RL1639'
 RL1639'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE SOUTH ON
 RL1639'GRAVEL ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 RL1639'IT IS A STANDARD DISK SET IN BEDROCK, 37.0 FEET WEST OF THE
 RL1639'CENTERLINE OF A GRAVEL ROAD AND IS ABOUT 10 FEET ABOVE THE
 RL1639'ELEVATION OF THE ROAD.
 RL1639'
 RL1639'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1639
 RL1639                          STATION RECOVERY (1994)
 RL1639
 RL1639'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1639'TO REACH CHANEY FROM THE STOPLIGHT IN WAKEFIELD AT THE INTERSECTION OF
 RL1639'US 2 AND M-28 PROCEED SOUTH ON SUNDAY LAKE ST./CHANEY LAKE ROAD, FOR
 RL1639'9.15 MI (14.73 KM) TO THE CREST OF A HILL.  STATION LAYS 65 FT.EAST OF
 RL1639'THE BLACKTOP, APPROX.  125 FT.SOUTHERLY FROM A GATED DIRT ROAD TO THE
 RL1639'EAST.  AZIMUTH MARK SOUTH HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 RL1639'FROM STATION STEEL RAIL BEARS N.57 E.  1.85 FT.FROM R.M.1 STEEL RAIL
 RL1639'BEARS N.37 E.  1.1 FT.FROM R.M.2 STEEL RAIL BEARS N.47 W.  1.6 FT.
 RL1639
 RL1639                          STATION RECOVERY (1994)
 RL1639
 RL1639'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RL1639'FROM THE STOPLIGHT IN WAKEFIELD AT THE INTERSECTION OF U.S. HIGHWAY 2
 RL1639'AND STATE HIGHWAY M-28 PROCEED SOUTH ON SUNDAY LAKE STREET/CHANEY LAKE
 RL1639'ROAD FOR 9.15 MI (14.73 KM) TO THE CREST OF A HILL.  STATION LAYS 65
 RL1639'FT (19.8 M) EAST OF THE BLACKTOP, APPROX.  125.0 FT (38.1 M) SOUTHERLY
 RL1639'FROM A GATED DIRT ROAD TO THE EAST.  AZIMUTH MARK SOUTH HAS BEEN
 RL1639'DESTROYED BY ROAD CONSTRUCTION.
 RL1639
 RL1639                          STATION RECOVERY (2004)
 RL1639
 RL1639'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0200 ***********************************************************************
 RJ0200  DESIGNATION -  CHANNEL
 RJ0200  PID         -  RJ0200
 RJ0200  STATE/COUNTY-  MI/CHIPPEWA
 RJ0200  USGS QUAD   -  GOETZVILLE (1976)
 RJ0200
 RJ0200                         *CURRENT SURVEY CONTROL
 RJ0200  ___________________________________________________________________
 RJ0200* NAD 83(1986)-  46 15 16.     (N)    084 06 11.     (W)     SCALED    
 RJ0200* NAVD 88     -       181.195  (meters)     594.47   (feet)  ADJUSTED  
 RJ0200  ___________________________________________________________________
 RJ0200  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0200  DYNAMIC HT  -         181.204 (meters)     594.50  (feet)  COMP
 RJ0200  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 RJ0200
 RJ0200  VERT ORDER  -  FIRST     CLASS I
 RJ0200
 RJ0200.The horizontal coordinates were scaled from a topographic map and have
 RJ0200.an estimated accuracy of +/- 6 seconds.
 RJ0200
 RJ0200.The orthometric height was determined by differential leveling
 RJ0200.and adjusted by the National Geodetic Survey in June 1991..
 RJ0200
 RJ0200.The geoid height was determined by GEOID03.
 RJ0200
 RJ0200.The dynamic height is computed by dividing the NAVD 88
 RJ0200.geopotential number by the normal gravity value computed on the
 RJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0200.degrees latitude (g = 980.6199 gals.).
 RJ0200
 RJ0200.The modeled gravity was interpolated from observed gravity values.
 RJ0200
 RJ0200;                    North         East    Units  Estimated Accuracy
 RJ0200;SPC MI N     -   167,590.    8,223,310.      MT  (+/- 180 meters Scaled)
 RJ0200
 RJ0200                          SUPERSEDED SURVEY CONTROL
 RJ0200
 RJ0200  NGVD 29 (??/??/92)  181.177  (m)          594.41   (f) ADJ UNCH    1 1
 RJ0200
 RJ0200.Superseded values are not recommended for survey control.
 RJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0200.See file dsdata.txt to determine how the superseded data were derived.
 RJ0200
 RJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS232263(NAD 83)
 RJ0200_MARKER: Z = SEE DESCRIPTION
 RJ0200_SETTING: 80 = SET IN A BOULDER
 RJ0200_SP_SET: BOULDER
 RJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0200+STABILITY: SURFACE MOTION
 RJ0200
 RJ0200  HISTORY     - Date     Condition        Report By
 RJ0200  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0200  HISTORY     - 1969     GOOD             USLS
 RJ0200  HISTORY     - 1983     GOOD             NGS
 RJ0200
 RJ0200                          STATION DESCRIPTION
 RJ0200
 RJ0200'DESCRIBED BY US LAKE SURVEY 1969
 RJ0200'AT NEEBISH ISLAND.
 RJ0200'CHANNEL IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0200'5.6 MILES SOUTHEAST OF NEEBISH ISLAND FERRY DOCK, AT COAST
 RJ0200'GUARD LOOKOUT STATION NO. 1, 147 FEET SOUTH SOUTHWEST OF
 RJ0200'REFERENCE MONUMENT NO. 16, 15.0 FEET NORTH OF UTILITY POLE NO.
 RJ0200'21B, 9 FEET SOUTH OF CENTERLINE OF DIRT ROAD LEADING TO TOWER,
 RJ0200'3-FEET ABOVE THE GROUND, BEING THE HIGHEST POINT ON TOP OF A
 RJ0200'1/2-INCH BOLT SET INTO A 5 X 5 FOOT BOULDER.
 RJ0200
 RJ0200                          STATION RECOVERY (1983)
 RJ0200
 RJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0613 ***********************************************************************
 RK0613  DESIGNATION -  CHAPEL
 RK0613  PID         -  RK0613
 RK0613  STATE/COUNTY-  MI/ALGER
 RK0613  USGS QUAD   -  
 RK0613
 RK0613                         *CURRENT SURVEY CONTROL
 RK0613  ___________________________________________________________________
 RK0613* NAD 83(1994)-  46 31 45.80403(N)    086 27 44.27294(W)     ADJUSTED  
 RK0613* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 RK0613  ___________________________________________________________________
 RK0613  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 RK0613  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0613
 RK0613  HORZ ORDER  -  THIRD
 RK0613
 RK0613.The horizontal coordinates were established by classical geodetic methods
 RK0613.and adjusted by the National Geodetic Survey in February 1997..
 RK0613
 RK0613.The orthometric height was scaled from a topographic map.
 RK0613
 RK0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0613
 RK0613.The geoid height was determined by GEOID03.
 RK0613
 RK0613;                    North         East     Units Scale Factor Converg.
 RK0613;SPC MI N     -   194,204.829 8,041,249.200   MT  0.99991189   +0 23 19.1
 RK0613;SPC MI N     -   637,154.95 26,382,051.18   iFT  0.99991189   +0 23 19.1
 RK0613;UTM  16      - 5,153,009.516   541,236.619   MT  0.99962090   +0 23 24.8
 RK0613
 RK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0613!SPC MI N     -   0.99996872  x   0.99991189  =   0.99988062
 RK0613!UTM  16      -   0.99996872  x   0.99962090  =   0.99958964
 RK0613
 RK0613|---------------------------------------------------------------------|
 RK0613| PID    Reference Object                     Distance      Geod. Az  |
 RK0613|                                                           dddmmss.s |
 RK0613| CH1811 CHAPEL RM 1                          34.610 METERS 01706     |
 RK0613| RK0611 SEVENMILE                           APPROX.16.7 KM 0630650.7 |
 RK0613| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.20.5 KM 2305201.1 |
 RK0613| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.20.5 KM 2310613.0 |
 RK0613| CH1812 CHAPEL RM 2                          29.218 METERS 24205     |
 RK0613|---------------------------------------------------------------------|
 RK0613
 RK0613                          SUPERSEDED SURVEY CONTROL
 RK0613
 RK0613  NAD 83(1986)-  46 31 45.79868(N)    086 27 44.27015(W) AD(       ) 3
 RK0613  NAD 27      -  46 31 45.96091(N)    086 27 43.65002(W) AD(       ) 3
 RK0613
 RK0613.Superseded values are not recommended for survey control.
 RK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0613.See file dsdata.txt to determine how the superseded data were derived.
 RK0613
 RK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4123753010(NAD 83)
 RK0613_MARKER: DS = TRIANGULATION STATION DISK
 RK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0613_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0613
 RK0613  HISTORY     - Date     Condition        Report By
 RK0613  HISTORY     - 1965     MONUMENTED       CGS
 RK0613
 RK0613                          STATION DESCRIPTION
 RK0613
 RK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0613'THE STATION IS ABOUT 13 MILES NORTHEAST OF MUNISING, 13 MILES
 RK0613'NORTH OF SHINGLETON, 5 MILES NORTH-NORTHWEST OF MELSTRAND, IN
 RK0613'SECTION 29, T 48 N, R 17 W, ON THE EASTERN PART OF A HIGH FLAT
 RK0613'TIMBERED AREA, AND ON PROPERTY OWNED BY MR. J. ROSS VINTON.
 RK0613'
 RK0613'TO REACH THE STATION FROM THE TEXACO SERVICE STATION AT THE SOUTH
 RK0613'EDGE OF THE SMALL VILLAGE OF MELSTRAND, GO NORTH ON A BLACKTOP ROAD
 RK0613'FOR 0.2 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A
 RK0613'SAND ROAD AS PER SIGN CHAPEL LAKE FOR 2.15 MILES TO A Y-FORK.
 RK0613'TAKE THE RIGHT FORK AND GO NORTH AND NORTHWEST ON A SAND ROAD FOR
 RK0613'2.9 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON
 RK0613'A SAND ROAD FOR 0.3 MILE TO A Y-FORK.  TAKE THE RIGHT FORK AND
 RK0613'GO NORTHWEST ON THE SAND ROAD FOR 0.25 MILE TO A Y-FORK AT THE BASE
 RK0613'OF A SANDY HILL.  (NOTE--IN WET WEATHER A FOUR-WHEEL DRIVE
 RK0613'VEHICLE REQUIRED FROM THIS POINT.) TAKE THE RIGHT FORK AND GO
 RK0613'EASTERLY ON A WOODS ROAD FOR 0.5 MILE TO A Y-FORK.  TAKE THE
 RK0613'LEFT FORK AND GO NORTH ON A WOODS ROAD FOR 0.1 MILE TO A SMALL
 RK0613'POND ON THE RIGHT.  BEAR LEFT AND GO WEST ACROSS A SMALL OPEN AREA TO
 RK0613'THE STATION.
 RK0613'
 RK0613'THE STATION MARKS ARE STANDARD DISKS STAMPED CHAPEL 1965.  THE
 RK0613'SURFACE DISK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RK0613'PROJECTS 3 INCHES.  IT IS 34 FEET WEST OF A 12-INCH MAPLE TREE WITH
 RK0613'A TRIANGULAR BLAZE, 16 FEET SOUTHEAST OF A 6-INCH MAPLE TREE, 13
 RK0613'FEET EAST OF A 10-INCH MAPLE TREE, AND 5-1/2 FEET EAST OF A METAL
 RK0613'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RK0613'MASS OF CONCRETE 45 INCHES BELOW THE GROUND SURFACE.
 RK0613'
 RK0613'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHAPEL NO 1 1965, IS
 RK0613'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 RK0613'INCHES.  IT IS 36 FEET SOUTH OF A 12-INCH MAPLE TREE AND 19 FEET
 RK0613'NORTH OF A 6-INCH OAK TREE.
 RK0613'
 RK0613'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHAPEL NO 2 1965, IS
 RK0613'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 RK0613'INCHES. IT IS 6 FEET SOUTH OF A 1 FOOT MAPLE TREE.
 RK0613'
 RK0613'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK DUE TO DENSE TREES.
 RK0613'
 RK0613'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0908 ***********************************************************************
 QK0908  DESIGNATION -  CHAR
 QK0908  PID         -  QK0908
 QK0908  STATE/COUNTY-  MI/CHARLEVOIX
 QK0908  USGS QUAD   -  
 QK0908
 QK0908                         *CURRENT SURVEY CONTROL
 QK0908  ___________________________________________________________________
 QK0908* NAD 83(1994)-  45 15 08.78438(N)    085 08 57.83691(W)     ADJUSTED  
 QK0908* NAVD 88     -       234.2    (meters)     768.     (feet)  VERTCON   
 QK0908  ___________________________________________________________________
 QK0908  X           -     380,328.573 (meters)                     COMP
 QK0908  Y           -  -4,481,741.039 (meters)                     COMP
 QK0908  Z           -   4,507,283.808 (meters)                     COMP
 QK0908  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 QK0908  ELLIP HEIGHT-         199.19  (meters)          (07/17/02) GPS OBS
 QK0908  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0908
 QK0908  HORZ ORDER  -  SECOND
 QK0908  ELLP ORDER  -  FOURTH    CLASS I
 QK0908
 QK0908.The horizontal coordinates were established by GPS observations
 QK0908.and adjusted by the National Geodetic Survey in February 1997..
 QK0908
 QK0908.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0908
 QK0908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0908
 QK0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0908
 QK0908.The ellipsoidal height was determined by GPS observations
 QK0908.and is referenced to NAD 83.
 QK0908
 QK0908.The geoid height was determined by GEOID03.
 QK0908
 QK0908;                    North         East     Units Scale Factor Converg.
 QK0908;SPC MI C     -   215,400.769 5,938,561.050   MT  0.99992723   -0 33 10.5
 QK0908;SPC MI C     -   706,695.44 19,483,468.01   iFT  0.99992723   -0 33 10.5
 QK0908;UTM  16      - 5,012,659.758   645,213.578   MT  0.99985928   +1 18 52.4
 QK0908
 QK0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0908!SPC MI C     -   0.99996877  x   0.99992723  =   0.99989600
 QK0908!UTM  16      -   0.99996877  x   0.99985928  =   0.99982806
 QK0908
 QK0908                          SUPERSEDED SURVEY CONTROL
 QK0908
 QK0908  ELLIP H (02/03/97)  199.17   (m)                       GP(       ) 4 1
 QK0908  NAD 83(1986)-  45 15 08.77945(N)    085 08 57.84597(W) AD(       ) 2
 QK0908  NGVD 29 (12/10/93)  234.2    (m)          768.     (f) GPS OBS        
 QK0908
 QK0908.Superseded values are not recommended for survey control.
 QK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0908.See file dsdata.txt to determine how the superseded data were derived.
 QK0908
 QK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4521412660(NAD 83)
 QK0908_MARKER: A = ALUMINUM MARKER
 QK0908_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QK0908_SP_SET: SURROUNDED BY MASS OF CONCRETE
 QK0908_STAMPING: CHAR 1993
 QK0908_MARK LOGO: NGS   
 QK0908_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0908_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0908+STABILITY: POSITION/ELEVATION WELL
 QK0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0908+SATELLITE: SATELLITE OBSERVATIONS - 1993
 QK0908
 QK0908  HISTORY     - Date     Condition        Report By
 QK0908  HISTORY     - 1993     MONUMENTED       NOS
 QK0908
 QK0908                          STATION DESCRIPTION
 QK0908
 QK0908'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 QK0908'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST OF CHARLEVOIX,
 QK0908'MICHIGAN NEAR THE IRONTON FERRY LANDING.
 QK0908'TO REACH THE STATION FROM THE EASTERN SIDE OF THE FERRY LANDING
 QK0908'CROSSING THE SOUTH BRANCH OF LAKE CHARLEVOIX, HEAD EAST ON FERRY ROAD
 QK0908'1.65 MI (2.66 KM) TO MOUNTIAN ROAD, TURN RIGHT ON MOUNTIAN ROAD FOR
 QK0908'0.2 MI (0.3 KM) UPHILL TO STATION ON LEFT AS DESCRIBED.
 QK0908'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---CHAR 1993---
 QK0908'ATTACHED TO A 42 INCH ALUMINUM ROD AND SURROUNDED BY A MASS OF
 QK0908'CONCRETE. THE STATION IS FLUSH WITH THE GROUND.THE STATION IS 26.0 M
 QK0908'(85.3 FT) EAST OF CENTER LINE OF MOUNTIAN ROAD, 21.55 M (70.70 FT)
 QK0908'NORTH-NORTHEAST FROM THE MOST NORTHERN OF 2 WOODEN FENCE POSTS AND
 QK0908'23.5 M (77.1 FT) NORTH-NORTHEAST OF CENTERLINE OF OVERGROWN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5390 ***********************************************************************
 AH5390  DESIGNATION -  CHAR
 AH5390  PID         -  AH5390
 AH5390  STATE/COUNTY-  MI/CHIPPEWA
 AH5390  USGS QUAD   -  OAK RIDGE (1976)
 AH5390
 AH5390                         *CURRENT SURVEY CONTROL
 AH5390  ___________________________________________________________________
 AH5390* NAD 83(1994)-  46 18 51.69872(N)    084 12 38.53595(W)     ADJUSTED  
 AH5390* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5390  ___________________________________________________________________
 AH5390  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AH5390  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 AH5390
 AH5390  HORZ ORDER  -  THIRD
 AH5390
 AH5390.The horizontal coordinates were established by classical geodetic methods
 AH5390.and adjusted by the National Geodetic Survey in November 1998..
 AH5390
 AH5390.The orthometric height was scaled from a topographic map.
 AH5390
 AH5390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5390
 AH5390.The geoid height was determined by GEOID03.
 AH5390
 AH5390;                    North         East     Units Scale Factor Converg.
 AH5390;SPC MI N     -   173,943.679 8,214,775.967   MT  0.99990296   +2 00 57.9
 AH5390;SPC MI N     -   570,681.36 26,951,364.72   iFT  0.99990296   +2 00 57.9
 AH5390;UTM  16      - 5,132,757.636   714,751.413   MT  1.00016694   +2 01 04.2
 AH5390
 AH5390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5390!SPC MI N     -   0.99997784  x   0.99990296  =   0.99988081
 AH5390!UTM  16      -   0.99997784  x   1.00016694  =   1.00014478
 AH5390
 AH5390                          SUPERSEDED SURVEY CONTROL
 AH5390
 AH5390.No superseded survey control is available for this station.
 AH5390
 AH5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1475132758(NAD 83)
 AH5390_MARKER: DD = SURVEY DISK
 AH5390_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5390_PROJECTION: FLUSH
 AH5390_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH5390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5390
 AH5390  HISTORY     - Date     Condition        Report By
 AH5390  HISTORY     - 1988     MONUMENTED       NOS
 AH5390
 AH5390                          STATION DESCRIPTION
 AH5390
 AH5390'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5390'THE STATION IS LOCATED ALONG THE EAST SIDE OF THE ST MARYS RIVER ALONG
 AH5390'THE WEST NEEBISH CHANNEL ON THE WEST SIDE OF SAND ISLAND AND DIRECTLY
 AH5390'OPPOSITE THE MOUTH OF THE CHARLOTTE RIVER PROJECTED.
 AH5390'TO REACH THE STATION FROM THE BARBEAU BOAT RAMP AT THE END OF FIFTEEN
 AH5390'MILE ROAD, GO NORTH BY BOAT FOR APPROXIMATELY 1.2 MILES TO THE STATION
 AH5390'ON THE RIGHT.
 AH5390'THE STATION IS A STANDARD ALUMINUM NOS DISK SET ON TOP OF AN ALUMINUM
 AH5390'ROD WHICH IN TURN IS SET INTO A MASS OF CONCRETE. THE DISK PROJECTS
 AH5390'0.2 FEET ABOVE THE EXISTING GROUND AND IS STAMPED---CHAR 1988---.  IT
 AH5390'IS LOCATED 4.41 METERS (14.47 FEET) EAST OF THE WATERLINE, 1.83 METERS
 AH5390'(6.0 FEET) WEST OF THE WOODS LINE AND 0.63 METER (2.07 FEET) EAST OF A
 AH5390'WOOD FENCE POST.
 AH5390'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5390'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0297 ***********************************************************************
 PK0297  DESIGNATION -  CHARITY USLS 1906
 PK0297  PID         -  PK0297
 PK0297  STATE/COUNTY-  MI/ARENAC
 PK0297  USGS QUAD   -  CHARITY ISLAND (1970)
 PK0297
 PK0297                         *CURRENT SURVEY CONTROL
 PK0297  ___________________________________________________________________
 PK0297* NAD 83(1994)-  44 01 30.95397(N)    083 26 10.37045(W)     ADJUSTED  
 PK0297* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 PK0297  ___________________________________________________________________
 PK0297  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 PK0297  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PK0297
 PK0297  HORZ ORDER  -  FIRST
 PK0297
 PK0297.The horizontal coordinates were established by classical geodetic methods
 PK0297.and adjusted by the National Geodetic Survey in February 1997..
 PK0297
 PK0297.The orthometric height was scaled from a topographic map.
 PK0297
 PK0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0297
 PK0297.The geoid height was determined by GEOID03.
 PK0297
 PK0297;                    North         East     Units Scale Factor Converg.
 PK0297;SPC MI C     -    79,170.108 6,074,597.735   MT  1.00003997   +0 39 26.2
 PK0297;SPC MI C     -   259,744.45 19,929,782.60   iFT  1.00003997   +0 39 26.2
 PK0297;SPC MI S     -   280,936.294 4,074,602.738   MT  1.00010546   +0 37 59.5
 PK0297;SPC MI S     -   921,707.00 13,368,119.22   iFT  1.00010546   +0 37 59.5
 PK0297;UTM  17      - 4,877,564.574   304,759.520   MT  1.00006885   -1 41 37.1
 PK0297
 PK0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0297!SPC MI C     -   0.99997728  x   1.00003997  =   1.00001725
 PK0297!SPC MI S     -   0.99997728  x   1.00010546  =   1.00008274
 PK0297!UTM  17      -   0.99997728  x   1.00006885  =   1.00004613
 PK0297
 PK0297:                Primary Azimuth Mark                     Grid Az
 PK0297:SPC MI C     -  OAK POINT USLS 1906                      110 40 58.6
 PK0297:SPC MI S     -  OAK POINT USLS 1906                      110 42 25.3
 PK0297:UTM  17      -  OAK POINT USLS 1906                      113 02 01.9
 PK0297
 PK0297|---------------------------------------------------------------------|
 PK0297| PID    Reference Object                     Distance      Geod. Az  |
 PK0297|                                                           dddmmss.s |
 PK0297| OJ0927 OAK POINT USLS 1906                 APPROX.15.4 KM 1112024.8 |
 PK0297|---------------------------------------------------------------------|
 PK0297
 PK0297                          SUPERSEDED SURVEY CONTROL
 PK0297
 PK0297  NAD 83(1986)-  44 01 30.94477(N)    083 26 10.38559(W) AD(       ) 1
 PK0297  NAD 27      -  44 01 30.89721(N)    083 26 10.49791(W) AD(       ) 1
 PK0297
 PK0297.Superseded values are not recommended for survey control.
 PK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0297.See file dsdata.txt to determine how the superseded data were derived.
 PK0297
 PK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0476077565(NAD 83)
 PK0297
 PK0297  HISTORY     - Date     Condition        Report By
 PK0297  HISTORY     - 1906     MONUMENTED       CGS
 PK0297  HISTORY     - 1932     SEE DESCRIPTION  USLS
 PK0297  HISTORY     - 1962     SEE DESCRIPTION  USLS
 PK0297
 PK0297                          STATION DESCRIPTION
 PK0297
 PK0297'DESCRIBED BY US LAKE SURVEY 1932
 PK0297'ON BIG CHARITY ISLAND IN SAGINAW BAY, ABOUT 50 FEET FROM SHORE ON
 PK0297'EAST SIDE OF ISLAND.  SURFANCE AND
 PK0297'UNDERGROUND MARKS ARE SPIKES SURROUNDED BY SIX OTHERS IN CONCRETE
 PK0297'MONUMENT INSCRIBED U.S.L.S.
 PK0297'1906.  UPPER MARK PROJECTS 10 INCHES ABOVE
 PK0297'GROUND.  LOWER MARK IS 4 FEET BELOW SURFACE OF
 PK0297'GROUND.
 PK0297
 PK0297                          STATION RECOVERY (1962)
 PK0297
 PK0297'RECOVERY NOTE BY US LAKE SURVEY 1962 (DJL)
 PK0297'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 PK0297'
 PK0297'HOW REACHED- STATION IS REACHED BY BOAT AND IS ON CHARITY ISLAND.
 PK0297'STATION IS LOCATED ON THE
 PK0297'EASTERLY SIDE OF THE ISLAND APPROXIMATELY 1300 FEET NORTH OF THE MOST
 PK0297'SOUTHERLY TIP OF THE ISLAND.
 PK0297'
 PK0297'CONDITION AND DESCRIPTION OF CENTER MARK- STATION IS 9 BY 12 IN.
 PK0297'CONCRETE MONUMENT MARKED USLS 1906
 PK0297'PROJECTING 5 IN. ABOVE GROUND AND IS IN GOOD CONDITION.  THE MARK IS
 PK0297'METAL SPIKE POINT PROTRUDING 3/4
 PK0297'IN. ABOVE CONCRETE SURFACE CENTERED IN THREE OTHER PROTRUDING
 PK0297'SPIKES SET IN THE SHAPE OF A TRIANGLE.
 PK0297'
 PK0297'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO CLEAR-
 PK0297'SMALL 30 BY 50 FT.
 PK0297'CLEARING WITH WOODS AROUND IT.
 PK0297'
 PK0297'CONDITION AND DESCRIPTION OF REFERENCE MARKS-
 PK0297'NAIL IN TRIANGLE
 PK0297'BLAZE 18 IN. DIAM. POPLAR TREE - 5-1/2 FT.  227DEG15MIN15SEC
 PK0297'ABOVE GROUND SURFACE 27.0 METERS
 PK0297'
 PK0297'NAIL IN TRIANGLE BLAZE 12 IN. DIAM. OAK TREE - 5 FT. ABOVE GROUND
 PK0297'SURFACE 160 DEG 07 MIN
 PK0297'00 SEC.
 PK0297'9.2 METERS
 PK0297'BENT NAIL IN TRIANGLE BLAZE 34 IN. DIAM OAK TREE- 4
 PK0297'FT. ABOVE GROUND SURFACE-
 PK0297'22 DEG 00 MIN. 00 SEC.  20.2 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0100 ***********************************************************************
 RJ0100  DESIGNATION -  CHARL
 RJ0100  PID         -  RJ0100
 RJ0100  STATE/COUNTY-  MI/CHIPPEWA
 RJ0100  USGS QUAD   -  BARBEAU (1975)
 RJ0100
 RJ0100                         *CURRENT SURVEY CONTROL
 RJ0100  ___________________________________________________________________
 RJ0100* NAD 83(1986)-  46 21 20.     (N)    084 16 50.     (W)     SCALED    
 RJ0100* NAVD 88     -       186.020  (meters)     610.30   (feet)  ADJUSTED  
 RJ0100  ___________________________________________________________________
 RJ0100  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ0100  DYNAMIC HT  -         186.030 (meters)     610.33  (feet)  COMP
 RJ0100  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RJ0100
 RJ0100  VERT ORDER  -  FIRST     CLASS 0
 RJ0100
 RJ0100.The horizontal coordinates were scaled from a topographic map and have
 RJ0100.an estimated accuracy of +/- 6 seconds.
 RJ0100
 RJ0100.The orthometric height was determined by differential leveling
 RJ0100.and adjusted by the National Geodetic Survey in June 1991..
 RJ0100
 RJ0100.The geoid height was determined by GEOID03.
 RJ0100
 RJ0100.The dynamic height is computed by dividing the NAVD 88
 RJ0100.geopotential number by the normal gravity value computed on the
 RJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0100.degrees latitude (g = 980.6199 gals.).
 RJ0100
 RJ0100.The modeled gravity was interpolated from observed gravity values.
 RJ0100
 RJ0100;                    North         East    Units  Estimated Accuracy
 RJ0100;SPC MI N     -   178,330.    8,209,240.      MT  (+/- 180 meters Scaled)
 RJ0100
 RJ0100                          SUPERSEDED SURVEY CONTROL
 RJ0100
 RJ0100  NGVD 29 (??/??/92)  185.99   (m)          610.2    (f) COMPUTED    1 0
 RJ0100
 RJ0100.Superseded values are not recommended for survey control.
 RJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0100.See file dsdata.txt to determine how the superseded data were derived.
 RJ0100
 RJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS092371(NAD 83)
 RJ0100_MARKER: B = BOLT
 RJ0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0100_SP_SET: RETAINING WALL
 RJ0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0100+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0100
 RJ0100  HISTORY     - Date     Condition        Report By
 RJ0100  HISTORY     - 1970     MONUMENTED       RBNF
 RJ0100  HISTORY     - 1972     GOOD             USLS
 RJ0100  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0100  HISTORY     - 20031205 GOOD             INDIV
 RJ0100
 RJ0100                          STATION DESCRIPTION
 RJ0100
 RJ0100'DESCRIBED BY US LAKE SURVEY 1972
 RJ0100'4.6 MI N FROM BARBEAU.
 RJ0100'CHARL IS IN CHIPPEWA COUNTY, MICHIGAN, 4.6 MILES NORTH FROM
 RJ0100'THE POST OFFICE AT BARBEAU, 22 FEET WEST OF THE CENTERLINE
 RJ0100'OF RIVERSIDE ROAD, 7.6 FEET SOUTHWEST OF NORTHWEST CORNER OF
 RJ0100'CONCRETE BRIDGE RAIL, 1.8 FEET SOUTH OF NORTH EDGE, 0.5 FEET
 RJ0100'NORTH OF SOUTH EDGE AND 0.5 FEET EAST OF WEST EDGE OF NORTH
 RJ0100'BRIDGE RETAINING WALL, 3 FEET BELOW THE ROAD SURFACE, 1 INCH
 RJ0100'ABOVE THE CONCRETE, BEING HIGHEST POINT ON TOP OF A 1/2 INCH
 RJ0100'STEEL BOLT SET INTO THE TOP OF THE RETAINING WALL.
 RJ0100
 RJ0100                          STATION RECOVERY (1983)
 RJ0100
 RJ0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0100'NOT RECOVERED, PROBABLY INTACT BUT COVERED WITH LARGE HEAVY LOG PILE
 RJ0100'AT THIS TIME.
 RJ0100
 RJ0100                          STATION RECOVERY (2003)
 RJ0100
 RJ0100'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0545 ***********************************************************************
 OK0545  DESIGNATION -  CHARLES
 OK0545  PID         -  OK0545
 OK0545  STATE/COUNTY-  MI/IONIA
 OK0545  USGS QUAD   -  PALO (1979)
 OK0545
 OK0545                         *CURRENT SURVEY CONTROL
 OK0545  ___________________________________________________________________
 OK0545* NAD 83(1994)-  43 03 42.56841(N)    084 53 47.78355(W)     ADJUSTED  
 OK0545* NAVD 88     -       242.6    (meters)     796.     (feet)  GPS OBS   
 OK0545  ___________________________________________________________________
 OK0545  X           -     415,182.319 (meters)                     COMP
 OK0545  Y           -  -4,648,916.937 (meters)                     COMP
 OK0545  Z           -   4,332,665.456 (meters)                     COMP
 OK0545  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 OK0545  ELLIP HEIGHT-         209.54  (meters)          (07/17/02) GPS OBS
 OK0545  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 OK0545
 OK0545  HORZ ORDER  -  FIRST
 OK0545  ELLP ORDER  -  FOURTH    CLASS I
 OK0545
 OK0545.The horizontal coordinates were established by classical geodetic methods
 OK0545.and adjusted by the National Geodetic Survey in February 1997..
 OK0545
 OK0545.The orthometric height was determined by GPS observations and a
 OK0545.high-resolution geoid model.
 OK0545
 OK0545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0545
 OK0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0545
 OK0545.The ellipsoidal height was determined by GPS observations
 OK0545.and is referenced to NAD 83.
 OK0545
 OK0545.The geoid height was determined by GEOID03.
 OK0545
 OK0545;                    North         East     Units Scale Factor Converg.
 OK0545;SPC MI S     -   173,620.084 3,956,835.640   MT  0.99991163   -0 21 38.3
 OK0545;SPC MI S     -   569,619.70 12,981,744.23   iFT  0.99991163   -0 21 38.3
 OK0545;UTM  16      - 4,769,827.425   671,274.809   MT  0.99996089   +1 26 11.5
 OK0545
 OK0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0545!SPC MI S     -   0.99996714  x   0.99991163  =   0.99987877
 OK0545!UTM  16      -   0.99996714  x   0.99996089  =   0.99992803
 OK0545
 OK0545|---------------------------------------------------------------------|
 OK0545| PID    Reference Object                     Distance      Geod. Az  |
 OK0545|                                                           dddmmss.s |
 OK0545| OK0544 CHARLES RM A 1969                    27.847 METERS 08244     |
 OK0545| CH0889 CHARLES AZ MK                                      0924235.6 |
 OK0545| CH0890 CHARLES RM 1                         24.620 METERS 35939     |
 OK0545|---------------------------------------------------------------------|
 OK0545
 OK0545                          SUPERSEDED SURVEY CONTROL
 OK0545
 OK0545  ELLIP H (02/03/97)  209.55   (m)                       GP(       ) 4 1
 OK0545  NAD 83(1986)-  43 03 42.56542(N)    084 53 47.79882(W) AD(       ) 1
 OK0545  NAD 27      -  43 03 42.44847(N)    084 53 47.79081(W) AD(       ) 1
 OK0545  NGVD 29 (07/19/86)  242.9    (m)          797.     (f) VERT ANG       
 OK0545
 OK0545.Superseded values are not recommended for survey control.
 OK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0545.See file dsdata.txt to determine how the superseded data were derived.
 OK0545
 OK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7127569827(NAD 83)
 OK0545_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0545_SP_SET: CONCRETE POST
 OK0545_STAMPING: CHARLES 1969
 OK0545_MARK LOGO: CGS   
 OK0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0545+STABILITY: SURFACE MOTION
 OK0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0545+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 OK0545
 OK0545  HISTORY     - Date     Condition        Report By
 OK0545  HISTORY     - 1969     MONUMENTED       CGS
 OK0545  HISTORY     - 1969     GOOD             CGS
 OK0545  HISTORY     - 1981     GOOD             MIDH
 OK0545  HISTORY     - 19891109 GOOD             NGS
 OK0545  HISTORY     - 19901017 GOOD             NGS
 OK0545  HISTORY     - 19910626 GOOD             NGS
 OK0545
 OK0545                          STATION DESCRIPTION
 OK0545
 OK0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0545'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 22, T. 8 N.,
 OK0545'R. 5 W. AND ON
 OK0545'PROPERTY OF CATHRINE OMARA.  IT IS LOCATED ABOUT 5 MILES
 OK0545'NORTH-NORTHEAST OF MUIR, 3-1/4
 OK0545'MILES SOUTHWEST OF HUBBARDSTON AND 2-3/4 MILES EAST OF MATHERTON.
 OK0545'
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND
 OK0545'HAYES ROAD IN THE
 OK0545'NORTH EDGE OF MUIR, GO NORTH ON HAYES ROAD FOR 4.15
 OK0545'MILES TO A SIDE ROAD RIGHT.  TURN
 OK0545'RIGHT AND GO EAST ON CHARLES ROAD
 OK0545'(GRAVELED) FOR 2.0 MILES TO A SIDE ROAD LEFT AND THE
 OK0545'STATION IN THE
 OK0545'NORTHEAST ANGLE OF THE INTERSECTION.
 OK0545'
 OK0545'THE STATION MARK IS A STANDARD DISK STAMPED CHARLES 1969, SET
 OK0545'IN THE TOP OF A
 OK0545'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 OK0545'3 INCHES ABOVE THE GROUND.  IT IS
 OK0545'63 FEET NORTHEAST OF THE CENTER OF
 OK0545'THE INTERSECTION OF CHARLES ROAD AND BEAHAN ROAD, 29
 OK0545'FEET NORTH OF THE
 OK0545'CENTER OF A FIELD ENTRANCE, 25 FEET EAST OF THE CENTER OF BEAHAN
 OK0545'ROAD, 3.3 FEET
 OK0545'SOUTH OF A METAL WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH WIRE
 OK0545'FENCE.
 OK0545'
 OK0545'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHARLES NO 1 1969,
 OK0545'SET IN THE TOP OF
 OK0545'A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 OK0545'3 INCHES ABOVE THE GROUND.  IT IS 77
 OK0545'FEET NORTH OF THE METAL WITNESS
 OK0545'POST, 23.6 FEET EAST OF THE CENTER OF BEAHAN ROAD AND
 OK0545'1.6 FEET WEST OF
 OK0545'THE NORTH-SOUTH WIRE FENCE.
 OK0545'
 OK0545'THE RMA STATION IS A STANDARD STATION MARK DISK STAMPED CHARLES
 OK0545'RMA 1969, SET IN
 OK0545'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OK0545'WHICH IS 14-INCHES BELOW THE GROUND
 OK0545'SURFACE.  IT IS 89 FEET NORTH OF AN
 OK0545'EAST-WEST WIRE FENCE AND 51 FEET EAST OF A NORTH-SOUTH
 OK0545'WIRE FENCE.
 OK0545'
 OK0545'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHARLES 1969, SET
 OK0545'IN THE TOP OF A
 OK0545'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 OK0545'3 INCHES ABOVE THE GROUND.  IT IS
 OK0545'83 FEET NORTH OF THE CENTER OF A
 OK0545'DRIVEWAY WHICH LEADS TO HOUSE NUMBER 9161, 25 FEET
 OK0545'NORTH OF THE CENTER
 OK0545'OF CHARLES ROAD, 2 FEET SOUTH OF A WIRE FENCE AND 1.2 FEET WEST OF A
 OK0545'METAL WITNESS POST.
 OK0545'
 OK0545'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON CHARLES
 OK0545'ROAD FOR 0.15 MILE
 OK0545'TO THE MARK ON THE LEFT.
 OK0545'
 OK0545'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
 OK0545
 OK0545                          STATION RECOVERY (1969)
 OK0545
 OK0545'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 OK0545'RECOVERED IN GOOD CONDITION.
 OK0545
 OK0545                          STATION RECOVERY (1981)
 OK0545
 OK0545'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 OK0545'STATION RECOVERED AS DESCRIBED.  RM 1, RM A AND AZIMUTH WERE NOT
 OK0545'SEARCHED FOR AT THIS TIME.  TO REACH IS ADEQUATE.
 OK0545
 OK0545                          STATION RECOVERY (1989)
 OK0545
 OK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0545'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH-NORTHEAST OF
 OK0545'MUIR, 5.2 KM (3.25 MI) SOUTHWEST OF HUBBARDSTON, 4.4 KM (2.75 MI) EAST
 OK0545'OF MATHERTON, IN THE SOUTHEAST 1/4 OF SECTION 22, T 8 N, R 5 W.
 OK0545'OWNERSHIP--CATHRINE OMARA.
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD IN THE NORTH EDGE OF MUIR, GO NORTH ON HAYES ROAD FOR 6.7 KM
 OK0545'(4.15 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON CHARLES
 OK0545'ROAD FOR 3.2 KM (2.00 MI) TO A SIDE ROAD LEFT AND THE STATION IN THE
 OK0545'NORTHEAST ANGLE.
 OK0545'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 OK0545'CONCRETE MONUMENT PROJECTING 8 CM ABOVE THE GROUND.  LOCATED 19.2 M
 OK0545'(63.0 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF CHARLES ROAD
 OK0545'AND BEAHAN ROAD, 8.85 M (29.0 FT) NORTH OF THE CENTER OF A FIELD
 OK0545'ENTRANCE, 7.62 M (25.0 FT) EAST OF THE CENTER OF BEAHAN ROAD, 1.0 M
 OK0545'(3.3 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0 FT) WEST OF A
 OK0545'WIRE FENCE.
 OK0545'DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 OK0545
 OK0545                          STATION RECOVERY (1990)
 OK0545
 OK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OK0545'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH-NORTHEAST OF
 OK0545'MUIR, 5.2 KM (3.2 MI) SOUTHWEST OF HUBBARDSTON, 4.4 KM (2.7 MI) EAST
 OK0545'OF MATHERTON, IN THE NORTHEAST TANGENT OF THE JUNCTION OF CHARLES AND
 OK0545'BEAHAN ROADS. OWNERSHIP--UNKNOWN.
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD ON THE EAST SIDE OF MUIR (AN AMOCO SERVICE STATION MINI-MART IS
 OK0545'AT THIS LOCATION), GO NORTH ON HAYES ROAD FOR 6.76 KM (4.20 MI) TO
 OK0545'THE JUNCTION OF CHARLES ROAD ON THE RIGHT (A GRAVEL ROAD), TURN
 OK0545'RIGHT, EAST ON CHARLES ROAD FOR 3.2 KM (2.0 MI) TO THE JUNCTION OF
 OK0545'BEAHAN ROAD ON THE LEFT AND THE STATION IN THE NORTHEAST TANGENT OF
 OK0545'THE JUNCTION.
 OK0545'THE STATION IS PROJECTING ABOUT 6-INCHES ABOVE THE GROUND LOCATED 19.2
 OK0545'M (63.0 FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROADS,
 OK0545'19.6 M (64.3 FT) NORTH OF THE CENTER OF CHARLES ROAD, 7.62 M
 OK0545'(25.00 FT) EAST OF THE CENTER OF BEAHAN ROAD, 0.3 M (1.0 FT) SOUTH OF
 OK0545'A METAL WITNESS POST AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS
 OK0545'POST.
 OK0545
 OK0545                          STATION RECOVERY (1991)
 OK0545
 OK0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0545'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) NORTH-NORTHEAST OF
 OK0545'MUIR, 5.2 KM (3.2 MI) SOUTHWEST OF HUBBARDSTON, 4.4 KM (2.7 MI) EAST
 OK0545'OF MATHERTON. OWNERSHIP--CATHRINE OMARA.
 OK0545'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND HAYES
 OK0545'ROAD IN THE NORTH EDGE OF MUIR, GO NORTH ON HAYES ROAD FOR 6.7 KM
 OK0545'(4.2 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT AND GO EAST ON CHARLES
 OK0545'ROAD FOR 3.2 KM (2.0 MI) TO A SIDE ROAD LEFT AND THE STATION IN THE
 OK0545'NORTHEAST ANGLE.
 OK0545'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 OK0545'CONCRETE MONUMENT PROJECTING 8 CM ABOVE THE GROUND.  LOCATED 19.2 M
 OK0545'(63.0 FT) NORTHEAST OF THE CENTER OF THE INTERSECTION OF CHARLES ROAD
 OK0545'AND BEAHAN ROAD, 8.85 M (29.04 FT) NORTH OF THE CENTER OF A FIELD
 OK0545'ENTRANCE, 7.62 M (25.00 FT) EAST OF THE CENTER OF BEAHAN ROAD, 1.0 M
 OK0545'(3.3 FT) SOUTH OF A METAL WITNESS POST AND 0.6 M (2.0 FT) WEST OF A
 OK0545'WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0544 ***********************************************************************
 OK0544  DESIGNATION -  CHARLES RM A 1969
 OK0544  PID         -  OK0544
 OK0544  STATE/COUNTY-  MI/IONIA
 OK0544  USGS QUAD   -  PALO (1979)
 OK0544
 OK0544                         *CURRENT SURVEY CONTROL
 OK0544  ___________________________________________________________________
 OK0544* NAD 83(1994)-  43 03 42.68243(N)    084 53 46.56274(W)     ADJUSTED  
 OK0544* NAVD 88     -       242.0    (meters)     794.     (feet)  VERTCON   
 OK0544  ___________________________________________________________________
 OK0544  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 OK0544  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 OK0544
 OK0544  HORZ ORDER  -  FIRST
 OK0544
 OK0544.The horizontal coordinates were established by classical geodetic methods
 OK0544.and adjusted by the National Geodetic Survey in February 1997..
 OK0544
 OK0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0544
 OK0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0544
 OK0544.The geoid height was determined by GEOID03.
 OK0544
 OK0544;                    North         East     Units Scale Factor Converg.
 OK0544;SPC MI S     -   173,623.428 3,956,863.283   MT  0.99991163   -0 21 37.5
 OK0544;SPC MI S     -   569,630.67 12,981,834.92   iFT  0.99991163   -0 21 37.5
 OK0544;UTM  16      - 4,769,831.635   671,302.334   MT  0.99996100   +1 26 12.3
 OK0544
 OK0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0544!SPC MI S     -   0.99996724  x   0.99991163  =   0.99987887
 OK0544!UTM  16      -   0.99996724  x   0.99996100  =   0.99992824
 OK0544
 OK0544:                Primary Azimuth Mark                     Grid Az
 OK0544:SPC MI S     -  RYAN                                     011 12 27.4
 OK0544:UTM  16      -  RYAN                                     009 24 37.6
 OK0544
 OK0544|---------------------------------------------------------------------|
 OK0544| PID    Reference Object                     Distance      Geod. Az  |
 OK0544|                                                           dddmmss.s |
 OK0544| OK0546 RYAN                                APPROX. 8.8 KM 0105049.9 |
 OK0544| OK0541 PERRINTON UPPER PEN MICROWAVE       APPROX.22.5 KM 0605813.9 |
 OK0544| OK0545 CHARLES                              27.847 METERS 26244     |
 OK0544|---------------------------------------------------------------------|
 OK0544
 OK0544                          SUPERSEDED SURVEY CONTROL
 OK0544
 OK0544  NAD 83(1986)-  43 03 42.67945(N)    084 53 46.57785(W) AD(       ) 1
 OK0544  NAD 27      -  43 03 42.56246(N)    084 53 46.57003(W) AD(       ) 1
 OK0544  NGVD 29 (07/19/86)  242.1    (m)          794.     (f) VERT ANG       
 OK0544
 OK0544.Superseded values are not recommended for survey control.
 OK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0544.See file dsdata.txt to determine how the superseded data were derived.
 OK0544
 OK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7130269832(NAD 83)
 OK0544_MARKER: DS = TRIANGULATION STATION DISK
 OK0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0544+STABILITY: SURFACE MOTION
 OK0544
 OK0544  HISTORY     - Date     Condition        Report By
 OK0544  HISTORY     - 1969     MONUMENTED       CGS
 OK0544
 OK0544                          STATION DESCRIPTION
 OK0544
 OK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0544'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SEC. 22, T. 8 N.,
 OK0544'R. 5 W. AND ON
 OK0544'PROPERTY OWNED BY CATHRINE OMARA.  IT IS LOCATED ABOUT
 OK0544'5 MILES NORTH-NORTHEAST OF MUIR,
 OK0544'3-1/4 MILES SOUTHWEST OF HUBBARDSTON
 OK0544'AND 2-3/4 MILES EAST OF MATHERTON.
 OK0544'
 OK0544'THE STATION MARK IS A STANDARD DISK STAMPED CHRLES RM A 1969,
 OK0544'SET IN THE TOP OF
 OK0544'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 14
 OK0544'INCHES BELOW THE SURFACE OF THE
 OK0544'GROUND.  IT IS 89 FEET NORTH OF AN
 OK0544'EAST-WEST WIRE FENCE AND 51 FEET EAST OF A
 OK0544'NORTH-SOUTH WIRE FENCE.
 OK0544'
 OK0544'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CHARLES
 OK0544'AND THE DISTANCE,
 OK0544'REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED BELOW.
 OK0544'
 OK0544'THE HEIGHT OF THE TELESCOPE ABOVE THE STATION MARK WAS 28.0 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1108 ***********************************************************************
 RJ1108  DESIGNATION -  CHARLES USLS 1919
 RJ1108  PID         -  RJ1108
 RJ1108  STATE/COUNTY-  MI/MACKINAC
 RJ1108  USGS QUAD   -  CHARLES (1976)
 RJ1108
 RJ1108                         *CURRENT SURVEY CONTROL
 RJ1108  ___________________________________________________________________
 RJ1108* NAD 83(1994)-  46 00 17.63060(N)    084 41 03.53681(W)     ADJUSTED  
 RJ1108* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RJ1108  ___________________________________________________________________
 RJ1108  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 RJ1108  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 RJ1108
 RJ1108  HORZ ORDER  -  FIRST
 RJ1108
 RJ1108.The horizontal coordinates were established by classical geodetic methods
 RJ1108.and adjusted by the National Geodetic Survey in February 1997..
 RJ1108
 RJ1108.The orthometric height was scaled from a topographic map.
 RJ1108
 RJ1108.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1108
 RJ1108.The geoid height was determined by GEOID03.
 RJ1108
 RJ1108;                    North         East     Units Scale Factor Converg.
 RJ1108;SPC MI N     -   138,389.042 8,179,323.914   MT  0.99991475   +1 40 25.5
 RJ1108;SPC MI N     -   454,032.29 26,835,052.21   iFT  0.99991475   +1 40 25.5
 RJ1108;UTM  16      - 5,097,198.816   679,291.319   MT  0.99999519   +1 39 58.8
 RJ1108
 RJ1108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1108!SPC MI N     -   0.99997767  x   0.99991475  =   0.99989242
 RJ1108!UTM  16      -   0.99997767  x   0.99999519  =   0.99997286
 RJ1108
 RJ1108:                Primary Azimuth Mark                     Grid Az
 RJ1108:SPC MI N     -  JAMIESON USLS 1919                       042 45 19.7
 RJ1108:UTM  16      -  JAMIESON USLS 1919                       042 45 46.4
 RJ1108
 RJ1108|---------------------------------------------------------------------|
 RJ1108| PID    Reference Object                     Distance      Geod. Az  |
 RJ1108|                                                           dddmmss.s |
 RJ1108| RJ1106 JAMIESON USLS 1919                  APPROX. 5.6 KM 0442545.2 |
 RJ1108|---------------------------------------------------------------------|
 RJ1108
 RJ1108                          SUPERSEDED SURVEY CONTROL
 RJ1108
 RJ1108  NAD 83(1986)-  46 00 17.62355(N)    084 41 03.53446(W) AD(       ) 1
 RJ1108  NAD 27      -  46 00 17.58200(N)    084 41 03.35700(W) AD(       ) 1
 RJ1108
 RJ1108.Superseded values are not recommended for survey control.
 RJ1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1108.See file dsdata.txt to determine how the superseded data were derived.
 RJ1108
 RJ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7929197199(NAD 83)
 RJ1108
 RJ1108  HISTORY     - Date     Condition        Report By
 RJ1108  HISTORY     - 1919     MONUMENTED       USLS
 RJ1108  HISTORY     - 1964     SEE DESCRIPTION  USLS
 RJ1108
 RJ1108                          STATION DESCRIPTION
 RJ1108
 RJ1108'DESCRIBED BY US LAKE SURVEY 1919
 RJ1108'ABOUT 9 MILES NORTH OF ST. IGNACE, AND 1 MILE SOUTH OF CHARLES, ON
 RJ1108'WEST SHORE OF ST. MARTIN BAY, ON ROUNDED
 RJ1108'POINT, IN EDGE OF BRUSH, 43 FEET EAST OF OLD LOGGING ROAD, 51 FEET
 RJ1108'NORTHEAST OF 7-INCH BIRCH TREE,
 RJ1108'AND 32 FEET SOUTHEAST OF FLAT BLACK BOULDER.  MARKED
 RJ1108'BY NAIL IN CONCRETE MONUMENT MARKED U. S. 19.
 RJ1108
 RJ1108                          STATION RECOVERY (1964)
 RJ1108
 RJ1108'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 RJ1108'TO REACH FROM THE FIRST NATIONAL BANK BLDG., IN ST. IGNACE PROCEED
 RJ1108'NORTHERLY ON US 2
 RJ1108'AND BUSINESS LOOP I-75 FOR 3.1 MILES TO INTERSECTION OF
 RJ1108'MACKINAC TRAIL ON THE RIGHT, PROCEED
 RJ1108'ON MACKINAC TRAIL 4.7 MILES TO WHERE
 RJ1108'THIS BECOMES US 2 AGAIN, PROCEED ON US 2 AGAIN FOR 4.1
 RJ1108'MILES TO INTERSECTION OF
 RJ1108'MACKINAC COUNTY 321 (GORMAN RD.), APPROX. 800 FEET SOUTHERLY OF THE
 RJ1108'CARP RIVER AND JUST SOUTH OF AN OVERPASS OF
 RJ1108'HIGHWAY I-75 TURN RIGHT AND PROCEED 0.45 MILE TO MACKINAC COUNTY ROAD
 RJ1108'323 (CHARLES ROAD) ON LEFT, TURN LEFT AND GO 0.8
 RJ1108'MILES TO END OF ROAD AT WATERS EDGE, FROM THIS POINT WALK SOUTHERLY
 RJ1108'ALONG THE BEACH APPROXIMATELY ONE MILE TO A
 RJ1108'ROUNDED POINT AND VICINITY OF THE STATION.
 RJ1108'
 RJ1108'STATION IS A INVERTED NAIL AT CENTER OF A ROUGH DIAMOND- SHAPED
 RJ1108'CONCRETE MONUMENT
 RJ1108'FLUSH WITH THE GROUND SURFACE
 RJ1108'
 RJ1108'REFERENCE RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0820 ***********************************************************************
 QK0820  DESIGNATION -  CHARLEVOIX 2
 QK0820  PID         -  QK0820
 QK0820  STATE/COUNTY-  MI/CHARLEVOIX
 QK0820  USGS QUAD   -  
 QK0820
 QK0820                         *CURRENT SURVEY CONTROL
 QK0820  ___________________________________________________________________
 QK0820* NAD 83(1994)-  45 20 04.84702(N)    085 14 46.19968(W)     ADJUSTED  
 QK0820* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 QK0820  ___________________________________________________________________
 QK0820  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 QK0820  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0820
 QK0820  HORZ ORDER  -  FIRST
 QK0820
 QK0820.The horizontal coordinates were established by classical geodetic methods
 QK0820.and adjusted by the National Geodetic Survey in February 1997..
 QK0820
 QK0820.The orthometric height was scaled from a topographic map.
 QK0820
 QK0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0820
 QK0820.The geoid height was determined by GEOID03.
 QK0820
 QK0820;                    North         East     Units Scale Factor Converg.
 QK0820;SPC MI C     -   224,617.343 5,931,064.874   MT  0.99993600   -0 37 16.6
 QK0820;SPC MI C     -   736,933.54 19,458,874.26   iFT  0.99993600   -0 37 16.6
 QK0820;UTM  16      - 5,021,626.287   637,421.593   MT  0.99983219   +1 14 51.2
 QK0820
 QK0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0820!SPC MI C     -   0.99996962  x   0.99993600  =   0.99990562
 QK0820!UTM  16      -   0.99996962  x   0.99983219  =   0.99980181
 QK0820
 QK0820|---------------------------------------------------------------------|
 QK0820| PID    Reference Object                     Distance      Geod. Az  |
 QK0820|                                                           dddmmss.s |
 QK0820| CH0984 CHARLEVOIX 2 RM 2                                  09216     |
 QK0820| CH1813 CHARLEVOIX 2 RM 1                                  19755     |
 QK0820| QK0830 CHARLEVOIX MUNICIPAL TANK           APPROX. 2.1 KM 2150358.5 |
 QK0820| QK0853 BEAVER IS LIGHTHOUSE USLS           APPROX.37.1 KM 3162357.0 |
 QK0820|---------------------------------------------------------------------|
 QK0820
 QK0820                          SUPERSEDED SURVEY CONTROL
 QK0820
 QK0820  NAD 83(1986)-  45 20 04.84334(N)    085 14 46.19864(W) AD(       ) 1
 QK0820  NAD 27      -  45 20 04.82160(N)    085 14 45.95080(W) AD(       ) 1
 QK0820
 QK0820.Superseded values are not recommended for survey control.
 QK0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0820.See file dsdata.txt to determine how the superseded data were derived.
 QK0820
 QK0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3742221626(NAD 83)
 QK0820_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0820_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QK0820
 QK0820  HISTORY     - Date     Condition        Report By
 QK0820  HISTORY     - 1931     MONUMENTED       CGS
 QK0820  HISTORY     - 1932     SEE DESCRIPTION  USLS
 QK0820  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0820
 QK0820                          STATION DESCRIPTION
 QK0820
 QK0820'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0820'ABOUT 1 MILE NORTHEAST OF CHARLEVOIX, ON HIGH SAND DUNE KNOWN AS
 QK0820'MOUNT MCSAUBA.  TO REACH FROM CHARLEVOIX,
 QK0820'GO NORTHEAST ON U.S. ROUTE 31, 0.6 MILE FROM CANAL BRIDGE, KEEP
 QK0820'STRAIGHT AHEAD ON MICHIGAN
 QK0820'AVENUE WHERE ROUTE 31 BEARS RIGHT, TURN LEFT AT
 QK0820'HOOKERS RIDING ACADEMY SIGN AND FOLLOW
 QK0820'WINDING GRAVEL ROAD 0.6 MILE TO DIRT
 QK0820'TRAIL TO LEFT AT POINT WHERE MAIN ROAD TURNS RIGHT,
 QK0820'FOLLOW TRAIL NORTHWEST ABOUT 100
 QK0820'YARDS TO FOOT OF DUNE.  CLIMB STAIRWAY AND BEAR LEFT TO STATION.
 QK0820'STATION IS ABOUT 30 FEET
 QK0820'SOUTHWEST OF HIGHEST POINT, IN CENTER OF WIDE SANDY TRAIL.  IN 1931
 QK0820'ORIGINAL U.S.L.S. MARK WAS FOUND
 QK0820'THROWN OVER SIDE OF DUNE, AND NEW MARK SET UNDERGROUND
 QK0820'IN APPROXIMATELY SAME POSITION AS OLD
 QK0820'MARK.  NEW MARK IS STANDARD DISK
 QK0820'STATION MARK IN CONCRETE, NOTE 7A.  OLD REFERENCE MARKS
 QK0820'WERE FOUND IN GOOD CONDITION AND
 QK0820'MEASUREMENTS TAKEN TO NEW STATION MARK.  REFERENCE MARKS ARE COPPER
 QK0820'BOLTS SET IN CONCRETE.
 QK0820'NO 1 IS 13.7 METERS (45 FEET) (SLOPE DISTANCE) FROM STATION
 QK0820'IN AZIMUTH 17 DEG 56 MIN.  NO. 2 IS 18.03
 QK0820'METERS (59.2 FEET) FROM STATION IN AZIMUTH
 QK0820'272 DEG 17 MIN.
 QK0820
 QK0820                          STATION RECOVERY (1932)
 QK0820
 QK0820'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0820'STATION RECOVERED IN GOOD CONDITION.  MARKED BY A STANDARD DISK, SET
 QK0820'IN CONCRETE BELOW
 QK0820'GROUND SURFACE.  SURFACE MARKER IS A 12-IN. SQUARE
 QK0820'CONCRETE MONUMENT WITH A STANDARD
 QK0820'DISK IN THE CENTER PROJECTING
 QK0820'4 IN. ABOVE GROUND.
 QK0820'
 QK0820'REFERENCE MONUMENT 1 IS A 6-IN. SQUARE CONCRETE MONUMENT LOCATED
 QK0820'ON A SMALL SAND
 QK0820'DUNE, ABOUT FLUSH WITH GROUND SURFACE, BEARS
 QK0820'S 88 DEG E 59.5 FT. FROM THE
 QK0820'STATION.
 QK0820'
 QK0820'REFERENCE MONUMENT 2 IS AN 8-IN. SQUARE CONCRETE MONUMENT
 QK0820'MARKED US 1913,
 QK0820'HEAD OF NAIL IN CENTER, LOCATED IN A HOLLOW,
 QK0820'BEARS S 18 DEG W, 45.6 FT. FROM
 QK0820'THE STATION.
 QK0820'
 QK0820'TRIANGULAR-BLAZED 15-IN. OAK TREE BEARS S 64 DEG W, 79.5 FT.
 QK0820'FROM THE STATION.
 QK0820'
 QK0820'TO REACH FROM THE BRIDGE OVER THE CANAL FROM ROUND LAKE TO
 QK0820'LAKE MICHIGAN, GO
 QK0820'N ON U.S. ROUTE 31, AT 0.3 MI. TAKE THE LEFT
 QK0820'FORK ONTO A COUNTY ROAD AND PROCEED
 QK0820'1.0 MI., TURN LEFT INTO A
 QK0820'CLEARING AND CONTINUE TO THE SUMMIT OF A HIGH SAND
 QK0820'DUNE KNOWN AS
 QK0820'MT. MCSAUBA, THE FARTHEST N OF A GROUP.
 QK0820
 QK0820                          STATION RECOVERY (1956)
 QK0820
 QK0820'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (CFO)
 QK0820'THE STATION MARK AND THE TWO REFERENCE MARKS HAVE BEEN DESTROYED.
 QK0820'THE STATION MARK
 QK0820'WAS FOUND LYING AT THE BASE OF THE DUNE ON ITS SOUTHERN SIDE.
 QK0820'THE MOUNTAIN IS NOW UNDER
 QK0820'CONSTRUCTION FOR A SKI RUN AND THE TOP OF THE
 QK0820'HILL HAS BEEN GRADED DOWN AND DESTROYED THE
 QK0820'MARKS.  THE ONLY MARK RECOVERABLE
 QK0820'IS THE TRIANGULAR BLAZED 15-INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0818 ***********************************************************************
 QK0818  DESIGNATION -  CHARLEVOIX 3 RESET
 QK0818  PID         -  QK0818
 QK0818  STATE/COUNTY-  MI/CHARLEVOIX
 QK0818  USGS QUAD   -  
 QK0818
 QK0818                         *CURRENT SURVEY CONTROL
 QK0818  ___________________________________________________________________
 QK0818* NAD 83(1994)-  45 20 04.14599(N)    085 14 45.88969(W)     ADJUSTED  
 QK0818* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 QK0818  ___________________________________________________________________
 QK0818  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 QK0818  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0818
 QK0818  HORZ ORDER  -  SECOND
 QK0818
 QK0818.The horizontal coordinates were established by classical geodetic methods
 QK0818.and adjusted by the National Geodetic Survey in February 1997..
 QK0818
 QK0818.The orthometric height was scaled from a topographic map.
 QK0818
 QK0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0818
 QK0818.The geoid height was determined by GEOID03.
 QK0818
 QK0818;                    North         East     Units Scale Factor Converg.
 QK0818;SPC MI C     -   224,595.631 5,931,071.388   MT  0.99993598   -0 37 16.4
 QK0818;SPC MI C     -   736,862.31 19,458,895.63   iFT  0.99993598   -0 37 16.4
 QK0818;UTM  16      - 5,021,604.801   637,428.811   MT  0.99983222   +1 14 51.4
 QK0818
 QK0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0818!SPC MI C     -   0.99996962  x   0.99993598  =   0.99990560
 QK0818!UTM  16      -   0.99996962  x   0.99983222  =   0.99980184
 QK0818
 QK0818|---------------------------------------------------------------------|
 QK0818| PID    Reference Object                     Distance      Geod. Az  |
 QK0818|                                                           dddmmss.s |
 QK0818| AB6662 CHARLEVOIX 3 AZ MK                  319.468 METERS 04559     |
 QK0818| QK0830 CHARLEVOIX MUNICIPAL TANK           APPROX. 2.1 KM 2153252.8 |
 QK0818| CH0987 CHARLEVOIX 3 RM 5                     9.154 METERS 23147     |
 QK0818| QK0837 SOUTH FOX ISLAND LIGHT              APPROX.46.7 KM 2760955.4 |
 QK0818| CH0985 CHARLEVOIX 3 RM 3                    22.400 METERS 29034     |
 QK0818| CH0988 CHARLEVOIX 3 RM 6                    17.842 METERS 32311     |
 QK0818| CH0986 CHARLEVOIX 3 RM 4                    29.266 METERS 34013     |
 QK0818|---------------------------------------------------------------------|
 QK0818
 QK0818                          SUPERSEDED SURVEY CONTROL
 QK0818
 QK0818  NAD 83(1986)-  45 20 04.14069(N)    085 14 45.88950(W) AD(       ) 2
 QK0818  NAD 27      -  45 20 04.11200(N)    085 14 45.65000(W) AD(       ) 2
 QK0818
 QK0818.Superseded values are not recommended for survey control.
 QK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0818.See file dsdata.txt to determine how the superseded data were derived.
 QK0818
 QK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3742921605(NAD 83)
 QK0818_MARKER: DD = SURVEY DISK
 QK0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0818_SP_SET: CONCRETE POST
 QK0818_STAMPING: CHARLEVOIX 3 1956 1976
 QK0818_MARK LOGO: NGS   
 QK0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0818_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0818+STABILITY: POSITION/ELEVATION WELL
 QK0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0818+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1993
 QK0818
 QK0818  HISTORY     - Date     Condition        Report By
 QK0818  HISTORY     - 1956     MONUMENTED       CGS
 QK0818  HISTORY     - 1974     SEE DESCRIPTION  USLS
 QK0818  HISTORY     - 1976     SEE DESCRIPTION  LOCENG
 QK0818  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QK0818  HISTORY     - 1976     GOOD             NGS
 QK0818  HISTORY     - 19930621 GOOD             NOS
 QK0818
 QK0818                          STATION DESCRIPTION
 QK0818
 QK0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0818'THE STATION IS ABOUT 1 MILE NORTHEAST OF CHARLEVOIX ON THE TOP OF A
 QK0818'SKI LANDING AND ON CITY
 QK0818'PROPERTY.  IT IS AT THE SOUTH EDGE OF THE LANDING, 47 FEET SOUTH OF
 QK0818'THE CENTER OF THE LANDING, 14 FEET
 QK0818'SOUTHWEST OF A 10 INCH OAK TREE, 11 FEET NORTH OF A LARGE
 QK0818'OAK TREE AND 3 FEET EAST OF A WHITE
 QK0818'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 QK0818'DISK IS STAMPED CHARLEVOIX 3 1956.
 QK0818'
 QK0818'TO REACH THE STATION FROM THE BRIDGE OVER THE CANAL IN CHARLEVOIX, GO
 QK0818'NORTH ON U.S. HIGHWAY 31
 QK0818'FOR 0.25 MILE TO THE INTERSECTION OF HIGHWAY 31 AND MICHIGAN STREET.
 QK0818'TAKE LEFT FORK AND GO NORTH ON
 QK0818'MICHIGAN STREET FOR 0.35 MILE TO A CROSS STREET (BURNS
 QK0818'AND DIVISION STREETS).  TURN LEFT AND GO NORTH
 QK0818'AND EAST ON PAVED STREET (BURNS STREET)
 QK0818'FOR 0.6 MILE TO A Y-INTERSECTION*.  TAKE LEFT FORK FOR ABOUT 100
 QK0818'FEET TO A Y-INTERSECTION.  TAKE LEFT
 QK0818'FORK AND GO NORTHWEST ON SAND ROAD FOR 0.05 MILE TO THE BOTTOM OF
 QK0818'THE SKI SLIDE AND THE END OF
 QK0818'TRUCK TRAVEL.  PACK NORTHWEST UP THE STEEP, SAND SKI RUN
 QK0818'FOR ABOUT 10 MINUTES TO THE SUMMIT AND THE
 QK0818'STATION.
 QK0818'
 QK0818'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON PAVED ROAD FOR
 QK0818'0.2 MILE TO A CROSSROAD.
 QK0818'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD
 QK0818'LEFT.  TURN LEFT AND GO WEST ON
 QK0818'GRADED ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 QK0818'
 QK0818'REFERENCE MARK 3 IS AT THE WEST EDGE OF THE SKI LANDING, 49 FEET WEST
 QK0818'OF THE CENTER OF THE
 QK0818'LANDING AND 7 FEET NORTH OF AN 8 INCH OAK TREE.  THE MARK IS FLUSH
 QK0818'AND THE DISK IS STAMPED
 QK0818'CHARLEVOIX 3 NO 3 1956.
 QK0818'
 QK0818'REFERENCE MARK 4 IS NEAR THE NORTH EDGE OF THE LANDING, 50 FEET NORTH
 QK0818'OF THE CENTER OF THE
 QK0818'LANDING AND 7 FEET SOUTH OF AN 4 INCH BIRCH TREE.  THE MARK IS FLUSH
 QK0818'AND THE DISK IS STAMPED CHARLEVOIX
 QK0818'3 NO 4 1956.
 QK0818'
 QK0818'THE AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTERLINE OF THE GRADED
 QK0818'ROAD, 2 FEET SOUTHWEST OF A
 QK0818'POWER LINE GUY POLE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE
 QK0818'MARK PROJECTS 4 INCHES AND THE
 QK0818'DISK IS STAMPED CHARLEVOIX 3 1956.
 QK0818'
 QK0818'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 QK0818
 QK0818                          STATION RECOVERY (1974)
 QK0818
 QK0818'RECOVERY NOTE BY US LAKE SURVEY 1974
 QK0818'MONUMENT RECOVERED BUT IN VERY POOR CONDITION.  THE MONUMENT WAS
 QK0818'LEANING OVER AT A 45 DEG
 QK0818'ANGLE.  A SEARCH WAS MADE FOR THE UNDERGROUND MARKER BUT NONE WAS
 QK0818'FOUND.  RM 3 WAS RECOVERED AS
 QK0818'DESCRIBED.  RM 4 AND AZ.MK. WERE SEARCHED FOR
 QK0818'BUT NOT FOUND.  NOTE- MANY CHANGES HAVE BEEN
 QK0818'MADE TO TOP OF HILL AND NEW
 QK0818'DESCRIPTION IS NECESSARY IF MARK IS TO BE RE-ESTABLISHED.
 QK0818'
 QK0818'NEW TO REACH FOLLOWS- FROM THE BRIDGE OVER THE CANAL IN CHARLEVOIX GO
 QK0818'NORTH ON U.S.
 QK0818'HIGHWAY 31 FOR 1.2 MILES, TURN LEFT ON MERCER RD. AND PROCEED
 QK0818'EAST FOR 0.8 MILES TO AN
 QK0818'INTERSECTION LEFT (SOUTH).  TURN LEFT AND PROCEED
 QK0818'SOUTH TO THE MT. MCSAUBA SKI CLUB ON THE
 QK0818'LEFT.  CONTINUE UP THE SKI SLOPE
 QK0818'TO THE TOP OF THE HILL AND THE VICINITY OF THE STATION.
 QK0818'
 QK0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ONE MILE NORTHEAST
 QK0818'OF CHARLEVOIX.
 QK0818
 QK0818                          STATION RECOVERY (1976)
 QK0818
 QK0818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (LRF)
 QK0818'CHARLEVOIX 3 1956 MAIN MONUMENT IS DESTROYED.  SECONDARY MONUMENT IS
 QK0818'INTACT AND FOUND UNDISTURBED, BUT IT IS NOT TOO SUBSTANTIAL,
 QK0818'TEMPORARILY PRESERVED WITH SEWER PIPE ON TOP OF WOODEN FRAME OVER
 QK0818'MONUMENT IN 1975.
 QK0818'
 QK0818'AZIMUTH MARK IS IN GOOD CONDITION, GEODETIC AZIMUTH PUBLISHED IS
 QK0818'CORRECT, BUT PUBLISHED DIRECTION FROM STA. CUTOFF IS IN ERROR,
 QK0818'REFERENCE MARKS MAY HAVE BEEN DISTURBED.  IT IS IMPORTANT TO RE-SET
 QK0818'THIS STATION SOON OR IT WILL BE LOST.
 QK0818'
 QK0818'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY LIMITS OF
 QK0818'CHARLEVOIX ON CITY PROPERTY.
 QK0818
 QK0818                          STATION RECOVERY (1976)
 QK0818
 QK0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QK0818'THE UNDERGROUND STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH
 QK0818'MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 3 AND 4 WERE
 QK0818'BLOCKED BY TREES AND REFERENCE MARKS 5 AND 6 SET.  A NEW STATION
 QK0818'MARK WAS SET.  THE STATION IS ON CITY PROPERTY ON A HILL LOCALLY
 QK0818'KNOWN AS MT. SAUBA AND ON THE MOST EASTERLY PART OF THE HILL.
 QK0818'IT IS 18 FEET SOUTH OF A SKI TOW BUILDING, 15 FEET NORTHEAST OF
 QK0818'A SKI TOW BUILDING, 14 FEET NORTHEAST OF A TRIANGULAR BLAZED
 QK0818'OAK TREE, 12 FEET NORTH OF A TWIN TRUNK OAK TREE, 4 FEET
 QK0818'SOUTHWEST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 QK0818'DISK STAMPED CHARLEVOIX 3 1956 1976.
 QK0818'
 QK0818'REFERENCE MARK 3 IS AT THE WEST EDGE OF THE SKI LANDING, 49 FEET
 QK0818'WEST OF THE CENTER OF LANDING.  THE MARK IS FLUSH AND THE
 QK0818'DISK STAMPED CHARLEVOIX 3 NO 3 1956.
 QK0818'
 QK0818'REFERENCE MARK 4 IS NEAR THE NORTH EDGE OF LANDING, 50 FEET NORTH
 QK0818'OF THE CENTER OF LANDING.  THE MARK IS FLUSH AND THE DISK
 QK0818'STAMPED CHARLEVOIX 3 NO 4 1956.
 QK0818'
 QK0818'REFERENCE MARK 5 IS 20.4 FEET NORTHEAST OF THE TWIN TRUNK TREE, 1
 QK0818'FOOT NORTHWEST OF A METAL WITNESS POST AND 37 FEET SOUTH OF THE
 QK0818'EAST 1 OF 2 SKI TOW BUILDINGS.  THE MARK IS A STANDARD ALUMINUM
 QK0818'REFERENCE MARK AND THE DISK STAMPED CHARLEVOIX 3 1956 NO 5 1976.
 QK0818'
 QK0818'REFERENCE MARK 6 IS 11 FEET NORTH OF THE NORTHEAST CORNER OF THE
 QK0818'MOST WESTERLY 1 OF 2 SKI TOW BUILDINGS, 3.7 FEET EAST OF A METAL
 QK0818'WITNESS POST AND 4 FEET NORTHEAST OF A POWER POLE.  THE MARK IS
 QK0818'FLUSH AND THE DISK STAMPED CHARLEVOIX 3 1956 NO 6 1976.
 QK0818'
 QK0818'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF PLEASANT
 QK0818'STREET, 1.8 FEET NORTHWEST OF A METAL WITNESS POST AND 1-FOOT WEST
 QK0818'OF A POWER POLE NO. 114 M.  THE MARK PROJECTS 4 INCHES AND THE
 QK0818'DISK STAMPED CHARLEVOIX 3 1956.
 QK0818'
 QK0818'TO REACH THE STATION FROM THE BRIDGE OVER THE CANAL IN CHARLEVOIX,
 QK0818'GO NORTH ON U.S. HIGHWAY 31 FOR 1.1 MILE TO A CROSSROAD.  TURN LEFT
 QK0818'AND GO WEST ON MERCER BOULEVARD FOR 0.8 MILE TO A SIDE ROAD LEFT.
 QK0818'TURN LEFT AND GO SOUTH ON PLEASANT STREET FOR 0.15 MILE TO THE
 QK0818'AZIMUTH ON THE LEFT AS DESCRIBED.  FROM HERE GO SOUTHWESTERLY
 QK0818'UPHILL TO THE TOP AND STATION AS DESCRIBED.
 QK0818'
 QK0818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTHEAST
 QK0818'EDGE OF CHARLEVOIX.
 QK0818'
 QK0818'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QK0818
 QK0818                          STATION RECOVERY (1976)
 QK0818
 QK0818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 QK0818'RECOVERED IN GOOD CONDITION.
 QK0818
 QK0818                          STATION RECOVERY (1993)
 QK0818
 QK0818'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0830 ***********************************************************************
 QK0830  DESIGNATION -  CHARLEVOIX MUNICIPAL TANK
 QK0830  PID         -  QK0830
 QK0830  STATE/COUNTY-  MI/CHARLEVOIX
 QK0830  USGS QUAD   -  
 QK0830
 QK0830                         *CURRENT SURVEY CONTROL
 QK0830  ___________________________________________________________________
 QK0830* NAD 83(1994)-  45 19 07.84199(N)    085 15 42.91231(W)     ADJUSTED  
 QK0830* NAVD 88     -                                                        
 QK0830  ___________________________________________________________________
 QK0830  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 QK0830  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0830
 QK0830  HORZ ORDER  -  THIRD
 QK0830
 QK0830.The horizontal coordinates were established by classical geodetic methods
 QK0830.and adjusted by the National Geodetic Survey in February 1997..
 QK0830
 QK0830
 QK0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0830
 QK0830.The geoid height was determined by GEOID03.
 QK0830
 QK0830;                    North         East     Units Scale Factor Converg.
 QK0830;SPC MI C     -   222,871.231 5,929,810.742   MT  0.99993415   -0 37 56.7
 QK0830;SPC MI C     -   731,204.83 19,454,759.65   iFT  0.99993415   -0 37 56.7
 QK0830;UTM  16      - 5,019,840.395   636,225.191   MT  0.99982817   +1 14 09.7
 QK0830
 QK0830                          SUPERSEDED SURVEY CONTROL
 QK0830
 QK0830  NAD 83(1986)-  45 19 07.83741(N)    085 15 42.91182(W) AD(       ) 4
 QK0830  NAD 27      -  45 19 07.81000(N)    085 15 42.67100(W) AD(       ) 3
 QK0830
 QK0830.Superseded values are not recommended for survey control.
 QK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0830.See file dsdata.txt to determine how the superseded data were derived.
 QK0830
 QK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3622519840(NAD 83)
 QK0830
 QK0830  HISTORY     - Date     Condition        Report By
 QK0830  HISTORY     - UNK      MONUMENTED
 QK0830  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0830  HISTORY     - 1988     GOOD             USPSQD
 QK0830
 QK0830                          STATION DESCRIPTION
 QK0830
 QK0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0830'THIS STATION WAS LOCATED BY INTERSECTION IN 1932 BUT NO DESCRIPTION
 QK0830'IS AVAILABLE.
 QK0830'
 QK0830'THE STATION IS THE FINIAL ON THE APEX OF THE MUNICIPAL WATER TANK.
 QK0830'IT IS LOCATED IN THE NORTHWEST
 QK0830'SECTION OF CHARLEVOIX, ON THE TOP OF A SMALL HILL, ON THE NORTH SIDE
 QK0830'OF PARK STREET AND ON THE SOUTH
 QK0830'SIDE OF THE CHANNEL CONNECTING LAKE MICHIGAN AND LAKE
 QK0830'CHARLEVOIX.  THE TANK IS SUPPORTED BY A FOUR
 QK0830'LEGGED STEEL STRUCTURE, IS 125 FEET HIGH, AND
 QK0830'IS PAINTED ALUMINUM WITH BLACK LETTERING CHARLEVOIX ON THE EAST
 QK0830'AND WEST SIDES OF THE TANK.
 QK0830
 QK0830                          STATION RECOVERY (1988)
 QK0830
 QK0830'RECOVERY NOTE BY US POWER SQUADRON 1988 (TR)
 QK0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0819 ***********************************************************************
 QK0819  DESIGNATION -  CHARLEVOIX USLS 1906
 QK0819  PID         -  QK0819
 QK0819  STATE/COUNTY-  MI/CHARLEVOIX
 QK0819  USGS QUAD   -  
 QK0819
 QK0819                         *CURRENT SURVEY CONTROL
 QK0819  ___________________________________________________________________
 QK0819* NAD 83(1994)-  45 20 04.85354(N)    085 14 46.21536(W)     ADJUSTED  
 QK0819* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 QK0819  ___________________________________________________________________
 QK0819  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 QK0819  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0819
 QK0819  HORZ ORDER  -  FIRST
 QK0819
 QK0819.The horizontal coordinates were established by classical geodetic methods
 QK0819.and adjusted by the National Geodetic Survey in February 1997..
 QK0819
 QK0819.The orthometric height was scaled from a topographic map.
 QK0819
 QK0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0819
 QK0819.The geoid height was determined by GEOID03.
 QK0819
 QK0819;                    North         East     Units Scale Factor Converg.
 QK0819;SPC MI C     -   224,617.548 5,931,064.535   MT  0.99993600   -0 37 16.6
 QK0819;SPC MI C     -   736,934.21 19,458,873.15   iFT  0.99993600   -0 37 16.6
 QK0819;UTM  16      - 5,021,626.481   637,421.248   MT  0.99983219   +1 14 51.2
 QK0819
 QK0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0819!SPC MI C     -   0.99996962  x   0.99993600  =   0.99990562
 QK0819!UTM  16      -   0.99996962  x   0.99983219  =   0.99980181
 QK0819
 QK0819:                Primary Azimuth Mark                     Grid Az
 QK0819:SPC MI C     -  CAT HEAD                                 240 43 22.6
 QK0819:UTM  16      -  CAT HEAD                                 238 51 14.8
 QK0819
 QK0819|---------------------------------------------------------------------|
 QK0819| PID    Reference Object                     Distance      Geod. Az  |
 QK0819|                                                           dddmmss.s |
 QK0819| QK0831 CAT HEAD                            APPROX.33.7 KM 2400606.0 |
 QK0819|---------------------------------------------------------------------|
 QK0819
 QK0819                          SUPERSEDED SURVEY CONTROL
 QK0819
 QK0819  NAD 83(1986)-  45 20 04.85042(N)    085 14 46.21491(W) AD(       ) 1
 QK0819  NAD 27      -  45 20 04.82600(N)    085 14 45.96990(W) AD(       ) 1
 QK0819
 QK0819.Superseded values are not recommended for survey control.
 QK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0819.See file dsdata.txt to determine how the superseded data were derived.
 QK0819
 QK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3742121626(NAD 83)
 QK0819
 QK0819  HISTORY     - Date     Condition        Report By
 QK0819  HISTORY     - 1906     MONUMENTED       CGS
 QK0819  HISTORY     - 1918     SEE DESCRIPTION  USLS
 QK0819
 QK0819                          STATION DESCRIPTION
 QK0819
 QK0819'DESCRIBED BY US LAKE SURVEY 1918
 QK0819'ABOUT 1 MILE NORTHEAST OF TOWN OF CHARLEVOIX, ON HIGH SAND DUNE KNOWN
 QK0819'AS MOUNT MCSAUBA,
 QK0819'NEAR SITE OF STATION CHARLEVOIX 2.  MARKED BY SQUARE CONCRETE
 QK0819'MONUMENT PROJECTING ABOUT 8
 QK0819'INCHES ABOVE GROUND.  REFERENCE MARK, NAIL IN
 QK0819'TOP OF CONCRETE MONUMENT INSCRIBED U.S. 1913,
 QK0819'IS 46.2 FEET FROM STATION ON
 QK0819'BEARING S. 16 DEG 14 MIN W.  FOLLOWING DISTANCES AND BEARINGS
 QK0819'ARE FROM STATION- 7-INCH ASH TREE,
 QK0819'41.2 FEET, S. 78 DEG 10 MIN E., 18-INCH OAK, 88.7 FEET, S. 13 DEG 20
 QK0819'MIN E., 12-INCH OAK, 80.6 FEET, S. 64 DEG 36 MIN
 QK0819'W., AND 12-INCH WHITE PINE, 155.8 FEET, S. 82 DEG 34 MIN W.  IN 1931
 QK0819'IT WAS REPORTED THAT STATION MARK WAS FOUND
 QK0819'THROWN OVER SIDE OF DUNE, AND STATION
 QK0819'CHARLEVOIX 2, MARKED BY STANDARD STATION DISK IN CONCRETE
 QK0819'BELOW SURFACE OF
 QK0819'GROUND, NOTE 7A, WAS ESTABLISHED AT APPROXIMATE POSITION OF DESTROYED
 QK0819'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0288 ***********************************************************************
 NF0288  DESIGNATION -  CHARLOTTE
 NF0288  PID         -  NF0288
 NF0288  STATE/COUNTY-  MI/EATON
 NF0288  USGS QUAD   -  CHARLOTTE (1980)
 NF0288
 NF0288                         *CURRENT SURVEY CONTROL
 NF0288  ___________________________________________________________________
 NF0288* NAD 83(1986)-  42 34 00.     (N)    084 50 10.     (W)     SCALED    
 NF0288* NAVD 88     -       277.351  (meters)     909.94   (feet)  ADJUSTED  
 NF0288  ___________________________________________________________________
 NF0288  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF0288  DYNAMIC HT  -         277.262 (meters)     909.65  (feet)  COMP
 NF0288  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NF0288
 NF0288  VERT ORDER  -  SECOND    CLASS 0
 NF0288
 NF0288.The horizontal coordinates were scaled from a topographic map and have
 NF0288.an estimated accuracy of +/- 6 seconds.
 NF0288
 NF0288.The orthometric height was determined by differential leveling
 NF0288.and adjusted by the National Geodetic Survey in June 1991..
 NF0288
 NF0288.The geoid height was determined by GEOID03.
 NF0288
 NF0288.The dynamic height is computed by dividing the NAVD 88
 NF0288.geopotential number by the normal gravity value computed on the
 NF0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0288.degrees latitude (g = 980.6199 gals.).
 NF0288
 NF0288.The modeled gravity was interpolated from observed gravity values.
 NF0288
 NF0288;                    North         East    Units  Estimated Accuracy
 NF0288;SPC MI S     -   118,590.    3,961,460.      MT  (+/- 180 meters Scaled)
 NF0288
 NF0288                          SUPERSEDED SURVEY CONTROL
 NF0288
 NF0288  NGVD 29 (??/??/92)  277.467  (m)          910.32   (f) ADJ UNCH    2 0
 NF0288
 NF0288.Superseded values are not recommended for survey control.
 NF0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0288.See file dsdata.txt to determine how the superseded data were derived.
 NF0288
 NF0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN776149(NAD 83)
 NF0288_MARKER: DB = BENCH MARK DISK
 NF0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0288_SP_SET: FOUNDATION
 NF0288_STAMPING: CHARLOTTE 1934
 NF0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0288+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 NF0288
 NF0288  HISTORY     - Date     Condition        Report By
 NF0288  HISTORY     - 1934     MONUMENTED       CGS
 NF0288  HISTORY     - 1976     GOOD             NGS
 NF0288  HISTORY     - 20020812 GOOD             GEOCAC
 NF0288  HISTORY     - 20040721 GOOD             USPSQD
 NF0288  HISTORY     - 20050810 GOOD             USPSQD
 NF0288
 NF0288                          STATION DESCRIPTION
 NF0288
 NF0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0288'AT CHARLOTTE.
 NF0288'AT CHARLOTTE, EATON COUNTY, AT THE INTERSECTION OF MAIN STREET
 NF0288'AND STATE HIGHWAY 78, AT THE COUNTY COURTHOUSE, IN THE TOP
 NF0288'OF THE CONCRETE FOUNDATION, 12 YARDS NORTHWEST OF THE MAIN
 NF0288'STREET ENTRANCE TO THE BUILDING, 0.6 FEET EAST OF THE EAST
 NF0288'CORNER OF THE BUILDING, AND LEVEL WITH THE LAWN.  A STANDARD
 NF0288'DISK, STAMPED CHARLOTTE 1934.
 NF0288
 NF0288                          STATION RECOVERY (1976)
 NF0288
 NF0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0288'RECOVERED IN GOOD CONDITION.
 NF0288
 NF0288                          STATION RECOVERY (2002)
 NF0288
 NF0288'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF0288'RECOVERED IN GOOD CONDITION.
 NF0288
 NF0288                          STATION RECOVERY (2004)
 NF0288
 NF0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF0288'RECOVERED IN GOOD CONDITION.
 NF0288
 NF0288                          STATION RECOVERY (2005)
 NF0288
 NF0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF0288'CHANGE LOCATION TEXT FROM  --- 0.6 FEET EAST OF THE EAST CORNER OF THE
 NF0288'BUILDING      TO    ---  0.6 FEET EAST OF THE NORTHEAST CORNER OF THE
 NF0288'BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1573 ***********************************************************************
 NF1573  DESIGNATION -  CHARLOTTE CO CTHSE DOME
 NF1573  PID         -  NF1573
 NF1573  STATE/COUNTY-  MI/EATON
 NF1573  USGS QUAD   -  CHARLOTTE (1980)
 NF1573
 NF1573                         *CURRENT SURVEY CONTROL
 NF1573  ___________________________________________________________________
 NF1573* NAD 83(1994)-  42 33 52.13692(N)    084 50 11.62923(W)     ADJUSTED  
 NF1573* NAVD 88     -                                                        
 NF1573  ___________________________________________________________________
 NF1573  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 NF1573  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1573
 NF1573  HORZ ORDER  -  THIRD
 NF1573
 NF1573.The horizontal coordinates were established by classical geodetic methods
 NF1573.and adjusted by the National Geodetic Survey in February 1997..
 NF1573
 NF1573
 NF1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1573
 NF1573.The geoid height was determined by GEOID03.
 NF1573
 NF1573;                    North         East     Units Scale Factor Converg.
 NF1573;SPC MI S     -   118,347.551 3,961,417.835   MT  0.99992244   -0 19 11.2
 NF1573;SPC MI S     -   388,279.37 12,996,777.67   iFT  0.99992244   -0 19 11.2
 NF1573;UTM  16      - 4,714,721.538   677,582.090   MT  0.99998800   +1 27 49.6
 NF1573
 NF1573                          SUPERSEDED SURVEY CONTROL
 NF1573
 NF1573  NAD 83(1986)-  42 33 52.13558(N)    084 50 11.64626(W) AD(       ) 4
 NF1573  NAD 27      -  42 33 52.00377(N)    084 50 11.68957(W) AD(       ) 3
 NF1573
 NF1573.Superseded values are not recommended for survey control.
 NF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1573.See file dsdata.txt to determine how the superseded data were derived.
 NF1573
 NF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7758214722(NAD 83)
 NF1573_MARKER: 87 = DOME
 NF1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1573+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 NF1573
 NF1573  HISTORY     - Date     Condition        Report By
 NF1573  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1573  HISTORY     - 19950822 GOOD             USPSQD
 NF1573  HISTORY     - 20020812 GOOD             GEOCAC
 NF1573  HISTORY     - 20040721 GOOD             USPSQD
 NF1573  HISTORY     - 20050810 GOOD             USPSQD
 NF1573
 NF1573                          STATION DESCRIPTION
 NF1573
 NF1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1573'THE STATION IS THE BASE OF STATUE ATOP THE CHARLOTTE EATON COUNTY
 NF1573'COURTHOUSE DOME.  THE DOME IS ATOP A WHITE CLOCK TOWER, WHICH IS
 NF1573'ATOP RED BRICK COURTHOUSE BUILDING, AND IS APPROXIMATELY 100 FEET
 NF1573'HIGH.
 NF1573'
 NF1573'LOCATED IN THE CENTER OF THE COURTHOUSE SQUARE IN CHARLOTTE.
 NF1573
 NF1573                          STATION RECOVERY (1995)
 NF1573
 NF1573'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1573'RECOVERED IN GOOD CONDITION.
 NF1573
 NF1573                          STATION RECOVERY (2002)
 NF1573
 NF1573'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1573'RECOVERED IN GOOD CONDITION.
 NF1573
 NF1573                          STATION RECOVERY (2004)
 NF1573
 NF1573'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1573'RECOVERED IN GOOD CONDITION.
 NF1573
 NF1573                          STATION RECOVERY (2005)
 NF1573
 NF1573'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1574 ***********************************************************************
 NF1574  DESIGNATION -  CHARLOTTE MUN TANK
 NF1574  PID         -  NF1574
 NF1574  STATE/COUNTY-  MI/EATON
 NF1574  USGS QUAD   -  CHARLOTTE (1980)
 NF1574
 NF1574                         *CURRENT SURVEY CONTROL
 NF1574  ___________________________________________________________________
 NF1574* NAD 83(1994)-  42 34 14.34512(N)    084 50 17.59102(W)     ADJUSTED  
 NF1574* NAVD 88     -                                                        
 NF1574  ___________________________________________________________________
 NF1574  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 NF1574  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1574
 NF1574  HORZ ORDER  -  THIRD
 NF1574
 NF1574.The horizontal coordinates were established by classical geodetic methods
 NF1574.and adjusted by the National Geodetic Survey in February 1997..
 NF1574
 NF1574
 NF1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1574
 NF1574.The geoid height was determined by GEOID03.
 NF1574
 NF1574;                    North         East     Units Scale Factor Converg.
 NF1574;SPC MI S     -   119,033.521 3,961,285.700   MT  0.99992185   -0 19 15.3
 NF1574;SPC MI S     -   390,529.92 12,996,344.16   iFT  0.99992185   -0 19 15.3
 NF1574;UTM  16      - 4,715,403.107   677,428.657   MT  0.99998733   +1 27 46.2
 NF1574
 NF1574                          SUPERSEDED SURVEY CONTROL
 NF1574
 NF1574  NAD 83(1986)-  42 34 14.34358(N)    084 50 17.60833(W) AD(       ) 4
 NF1574  NAD 27      -  42 34 14.21029(N)    084 50 17.65472(W) AD(       ) 3
 NF1574
 NF1574.Superseded values are not recommended for survey control.
 NF1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1574.See file dsdata.txt to determine how the superseded data were derived.
 NF1574
 NF1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7742915403(NAD 83)
 NF1574_MARKER: 53 = ELEVATED TANK
 NF1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1574+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 NF1574
 NF1574  HISTORY     - Date     Condition        Report By
 NF1574  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1574  HISTORY     - 1976     GOOD             NGS
 NF1574  HISTORY     - 19950822 GOOD             USPSQD
 NF1574  HISTORY     - 20020814 GOOD             GEOCAC
 NF1574  HISTORY     - 20040806 GOOD             USPSQD
 NF1574  HISTORY     - 20050811 GOOD             USPSQD
 NF1574
 NF1574                          STATION DESCRIPTION
 NF1574
 NF1574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1574'THE STATION IS LOCATED IN THE NORTH CENTRAL PART
 NF1574'OF CHARLOTTE, IN
 NF1574'THE NORTHEAST ANGLE OF THE INTERSECTION OF NORTH SHELDON
 NF1574'AND MCCLURE STREETS.  THE TANK IS
 NF1574'OWNED BY THE TOWN OF CHARLOTTE.
 NF1574'
 NF1574'THE STATION IS THE RED LIGHT ATTACHED TO THE APEX OF TANK.  THE TANK
 NF1574'HAS AN ELLIPSOIDAL
 NF1574'TOP AND BOTTOM AND IS SUPPORTED BY SIX METAL LEGS.  THE
 NF1574'ENTIRE STRUCTURE IS PAINTED SILVER
 NF1574'AND HAS AN OVER-ALL HEIGHT OF 135 FEET.
 NF1574'
 NF1574'THE POINT INTERSECTED WAS THE RED LIGHT.
 NF1574
 NF1574                          STATION RECOVERY (1976)
 NF1574
 NF1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1574'THE STATION IS THE RED LIGHT ATOP AND NOT CENTERED OF THE CHARLOTTE
 NF1574'MUNICIPAL WATER TANK 1969.  THE TANK HAS A DOME SHAPED TOP WITH A
 NF1574'HEMISPHERICAL BOTTOM, SUPPORTED BY 8 TUBULAR LEGS.  IT IS SILVER IN
 NF1574'COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1574'
 NF1574'LOCATED 0.4 MILE NORTHWEST OF THE CENTER OF CHARLOTTE, 100 FEET NORTH
 NF1574'OF THE CENTER LINE OF MCCLURE STREET, AND 65 FEET EAST OF THE CENTER
 NF1574'LINE OF SHELDON STREET.
 NF1574
 NF1574                          STATION RECOVERY (1995)
 NF1574
 NF1574'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1574'RECOVERED IN GOOD CONDITION.
 NF1574
 NF1574                          STATION RECOVERY (2002)
 NF1574
 NF1574'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1574'RECOVERED IN GOOD CONDITION.
 NF1574
 NF1574                          STATION RECOVERY (2004)
 NF1574
 NF1574'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1574'DESCRIPTION CHANGES  SUPPORTED BY EIGHT METAL LEGS.  ENTIRE STRUCTURE
 NF1574' 
 NF1574'PAINTED WHITE WITH TOWN NAME CHARLOTTE PAINTERD ON TWO SIDES AND
 NF1574'AND HIGH SCHOOL TEAM LOGO CHARLOTTE ORIOLES WITH BIRD PICTURE ON THE
 NF1574'OTHER TWO SIDES.
 NF1574' 
 NF1574
 NF1574                          STATION RECOVERY (2005)
 NF1574
 NF1574'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1321 ***********************************************************************
 RJ1321  DESIGNATION -  CHARLOTTE RIVER C5W 129
 RJ1321  PID         -  RJ1321
 RJ1321  STATE/COUNTY-  MI/CHIPPEWA
 RJ1321  USGS QUAD   -  OAK RIDGE (1976)
 RJ1321
 RJ1321                         *CURRENT SURVEY CONTROL
 RJ1321  ___________________________________________________________________
 RJ1321* NAD 83(1994)-  46 19 02.65256(N)    084 13 11.47818(W)     ADJUSTED  
 RJ1321* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 RJ1321  ___________________________________________________________________
 RJ1321  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 RJ1321  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ1321
 RJ1321  HORZ ORDER  -  SECOND
 RJ1321
 RJ1321.The horizontal coordinates were established by classical geodetic methods
 RJ1321.and adjusted by the National Geodetic Survey in February 1997..
 RJ1321
 RJ1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1321
 RJ1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1321
 RJ1321.The geoid height was determined by GEOID03.
 RJ1321
 RJ1321;                    North         East     Units Scale Factor Converg.
 RJ1321;SPC MI N     -   174,256.909 8,214,059.799   MT  0.99990299   +2 00 34.1
 RJ1321;SPC MI N     -   571,709.02 26,949,015.09   iFT  0.99990299   +2 00 34.1
 RJ1321;UTM  16      - 5,133,070.925   714,035.048   MT  1.00016316   +2 00 40.7
 RJ1321
 RJ1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1321!SPC MI N     -   0.99997790  x   0.99990299  =   0.99988089
 RJ1321!UTM  16      -   0.99997790  x   1.00016316  =   1.00014105
 RJ1321
 RJ1321                          SUPERSEDED SURVEY CONTROL
 RJ1321
 RJ1321  NAD 83(1986)-  46 19 02.64408(N)    084 13 11.47484(W) AD(       ) 2
 RJ1321  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1321
 RJ1321.Superseded values are not recommended for survey control.
 RJ1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1321.See file dsdata.txt to determine how the superseded data were derived.
 RJ1321
 RJ1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1403533071(NAD 83)
 RJ1321_MARKER: DS = TRIANGULATION STATION DISK
 RJ1321_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1321+WITH SETTING: INFORMATION.
 RJ1321_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1321
 RJ1321  HISTORY     - Date     Condition        Report By
 RJ1321  HISTORY     - 1988     MONUMENTED       USE
 RJ1321
 RJ1321                          STATION DESCRIPTION
 RJ1321
 RJ1321'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1321'THE STATION IS LOCATED ABOUT 21.9 KM (13.6 MI) SOUTHEAST OF SAULT
 RJ1321'STE MARIE, 31.1 KM (19.3 MI) EAST-NORTHEAST OF RUDYARD, 43.9 KM
 RJ1321'(27.3 MI) NORTH-NORTHWEST OF DETOUR VILLAGE SOUTH OF CHARLOTTE
 RJ1321'RIVER IN PART OF GOVT LOT 1, SEC 7, T45N-R2E.
 RJ1321'OWNERSHIP---CECIL ATKINS
 RJ1321'
 RJ1321'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST
 RJ1321'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND
 RJ1321'GO NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE
 RJ1321'CROSSING THE CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN
 RJ1321'RIGHT ONTO A GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.
 RJ1321'TRAVEL BY BOAT DOWNRIVER FOR 5 MINUTES TO POINT OF LAND JUTTING
 RJ1321'OUT SOUTH OF CHARLOTTE RIVER WHERE THE STATION IS LOCATED.
 RJ1321'
 RJ1321'THE STATION IS A STANDARD COE DISK
 RJ1321'THAT IS STAMPED---C5W-129 1988---, SET INTO A PVC
 RJ1321'SLEEVE IN CONCRETE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO
 RJ1321'THE GROUND, LOCATED 15.2 METERS (50 FT) SOUTH FROM SHORE AND 30.5
 RJ1321'METERS (100 FT) WEST FROM SHORE.
 RJ1321'
 RJ1321'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1667 ***********************************************************************
 NF1667  DESIGNATION -  CHARPORT
 NF1667  PID         -  NF1667
 NF1667  STATE/COUNTY-  MI/EATON
 NF1667  USGS QUAD   -  CHARLOTTE (1980)
 NF1667
 NF1667                         *CURRENT SURVEY CONTROL
 NF1667  ___________________________________________________________________
 NF1667* NAD 83(1994)-  42 34 17.39490(N)    084 48 47.67577(W)     ADJUSTED  
 NF1667* NAVD 88     -       267.4    (meters)     877.     (feet)  GPS OBS   
 NF1667  ___________________________________________________________________
 NF1667  X           -     425,294.340 (meters)                     COMP
 NF1667  Y           -  -4,685,195.760 (meters)                     COMP
 NF1667  Z           -   4,292,725.050 (meters)                     COMP
 NF1667  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 NF1667  ELLIP HEIGHT-         233.51  (meters)          (07/17/02) GPS OBS
 NF1667  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1667
 NF1667  HORZ ORDER  -  FIRST
 NF1667  ELLP ORDER  -  FOURTH    CLASS I
 NF1667
 NF1667.This mark is at Fitch H Beach Airport (07G)
 NF1667
 NF1667.The horizontal coordinates were established by GPS observations
 NF1667.and adjusted by the National Geodetic Survey in February 1997..
 NF1667
 NF1667.The orthometric height was determined by GPS observations and a
 NF1667.high-resolution geoid model.
 NF1667
 NF1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1667
 NF1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1667
 NF1667.The ellipsoidal height was determined by GPS observations
 NF1667.and is referenced to NAD 83.
 NF1667
 NF1667.The geoid height was determined by GEOID03.
 NF1667
 NF1667;                    North         East     Units Scale Factor Converg.
 NF1667;SPC MI S     -   119,116.438 3,963,336.735   MT  0.99992177   -0 18 14.1
 NF1667;SPC MI S     -   390,801.96 13,003,073.28   iFT  0.99992177   -0 18 14.1
 NF1667;UTM  16      - 4,715,549.835   679,476.262   MT  0.99999632   +1 28 47.1
 NF1667
 NF1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1667!SPC MI S     -   0.99996338  x   0.99992177  =   0.99988515
 NF1667!UTM  16      -   0.99996338  x   0.99999632  =   0.99995970
 NF1667
 NF1667:                Primary Azimuth Mark                     Grid Az
 NF1667:SPC MI S     -  CHARPORT AZ MK                           020 58 38.1
 NF1667:UTM  16      -  CHARPORT AZ MK                           019 11 36.9
 NF1667
 NF1667|---------------------------------------------------------------------|
 NF1667| PID    Reference Object                     Distance      Geod. Az  |
 NF1667|                                                           dddmmss.s |
 NF1667| NF1668 CHARPORT AZ MK                      APPROX. 0.8 KM 0204024.0 |
 NF1667|---------------------------------------------------------------------|
 NF1667
 NF1667                          SUPERSEDED SURVEY CONTROL
 NF1667
 NF1667  ELLIP H (02/03/97)  233.49   (m)                       GP(       ) 4 1
 NF1667  NAD 83(1986)-  42 34 17.39400(N)    084 48 47.69096(W) AD(       ) 1
 NF1667  NAD 83(1986)-  42 34 17.39522(N)    084 48 47.68838(W) AD(       ) 3
 NF1667  NGVD 29 (03/27/91)  267.6    (m)          878.     (f) GPS OBS        
 NF1667
 NF1667.Superseded values are not recommended for survey control.
 NF1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1667.See file dsdata.txt to determine how the superseded data were derived.
 NF1667
 NF1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7947615550(NAD 83)
 NF1667_MARKER: I = METAL ROD
 NF1667_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1667_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1667_STAMPING: CHARPORT 1989
 NF1667_MARK LOGO: NGS   
 NF1667_PROJECTION: FLUSH
 NF1667_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1667+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1667_ROD/PIPE-DEPTH: 9.8  meters
 NF1667_SLEEVE-DEPTH  : 1.0 meters
 NF1667
 NF1667  HISTORY     - Date     Condition        Report By
 NF1667  HISTORY     - 1989     MONUMENTED       NGS
 NF1667  HISTORY     - 20050418 MARK NOT FOUND   WOOLPT
 NF1667
 NF1667                          STATION DESCRIPTION
 NF1667
 NF1667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1667'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTHEAST OF CHARLOTTE,
 NF1667'AT THE CHARLOTTE FITCH H. BEACH AIRPORT, ALONG THE WEST-NORTHWEST
 NF1667'EDGE, NEAR THE SOUTH-SOUTHWEST END OF THE PAVED RUNWAY.
 NF1667'OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT MANAGER HOWARD PENROD, 1325
 NF1667'ISLAND HIGHWAY, CHARLOTTE MI 48813.  PHONE IS (517) 543-5300 OR (517)
 NF1667'543-2750.
 NF1667'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1667'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1667'NORTHEAST FOR 0.9 KM (0.55 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1667'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1667'(0.85 MI) ON ISLAND HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NF1667'NORTH THEN WEST FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NF1667'GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO SOUTH
 NF1667'THEN WEST FOR 0.1 KM (0.05 MI), PASSING EAST AND SOUTH OF A HANGAR, ON
 NF1667'THE GRAVEL ROAD TO THE APRON.  TURN RIGHT AND GO NORTHWEST FOR 0.1 KM
 NF1667'(0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 NF1667'NORTH THEN WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE
 NF1667'PAVED RUNWAY AND THE STATION AHEAD JUST PAST THE RUNWAY.
 NF1667'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1667'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.8 METERS IN A GREASE
 NF1667'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1667'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1667'25.7 M (84.3 FT) NORTHWEST FROM THE CENTER OF THE SOUTH-SOUTHWEST END
 NF1667'OF THE PAVED RUNWAY, 10.1 M (33.1 FT) WEST-NORTHWEST FROM THE
 NF1667'WEST-NORTHWEST EDGE OF THE PAVED RUNWAY AND 8.2 M (26.9 FT)
 NF1667'NORTH-NORTHEAST FROM THE EXTENDED CENTER OF THE CONNECTING TAXIWAY.
 NF1667'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1667'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1667
 NF1667                          STATION RECOVERY (2005)
 NF1667
 NF1667'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1667'LIMITED SEARCH PERFORMED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1712 ***********************************************************************
 NF1712  DESIGNATION -  CHARPORT 2
 NF1712  PID         -  NF1712
 NF1712  STATE/COUNTY-  MI/EATON
 NF1712  USGS QUAD   -  CHARLOTTE (1980)
 NF1712
 NF1712                         *CURRENT SURVEY CONTROL
 NF1712  ___________________________________________________________________
 NF1712* NAD 83(1994)-  42 34 13.02952(N)    084 48 46.12157(W)     ADJUSTED  
 NF1712* NAVD 88     -       267.6    (meters)     878.     (feet)  GPS OBS   
 NF1712  ___________________________________________________________________
 NF1712  X           -     425,337.891 (meters)                     COMP
 NF1712  Y           -  -4,685,283.406 (meters)                     COMP
 NF1712  Z           -   4,292,625.935 (meters)                     COMP
 NF1712  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 NF1712  ELLIP HEIGHT-         233.64  (meters)          (07/17/02) GPS OBS
 NF1712  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1712
 NF1712  HORZ ORDER  -  FIRST
 NF1712  ELLP ORDER  -  FOURTH    CLASS I
 NF1712
 NF1712.This mark is at Fitch H Beach Airport (07G)
 NF1712
 NF1712.The horizontal coordinates were established by GPS observations
 NF1712.and adjusted by the National Geodetic Survey in February 1997..
 NF1712
 NF1712.The orthometric height was determined by GPS observations and a
 NF1712.high-resolution geoid model.
 NF1712
 NF1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1712
 NF1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1712
 NF1712.The ellipsoidal height was determined by GPS observations
 NF1712.and is referenced to NAD 83.
 NF1712
 NF1712.The geoid height was determined by GEOID03.
 NF1712
 NF1712;                    North         East     Units Scale Factor Converg.
 NF1712;SPC MI S     -   118,981.561 3,963,371.465   MT  0.99992188   -0 18 13.0
 NF1712;SPC MI S     -   390,359.45 13,003,187.22   iFT  0.99992188   -0 18 13.0
 NF1712;UTM  16      - 4,715,416.095   679,515.176   MT  0.99999649   +1 28 48.1
 NF1712
 NF1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1712!SPC MI S     -   0.99996336  x   0.99992188  =   0.99988524
 NF1712!UTM  16      -   0.99996336  x   0.99999649  =   0.99995985
 NF1712
 NF1712:                Primary Azimuth Mark                     Grid Az
 NF1712:SPC MI S     -  CHARPORT 2 AZ MK                         020 56 27.2
 NF1712:UTM  16      -  CHARPORT 2 AZ MK                         019 09 26.1
 NF1712
 NF1712|---------------------------------------------------------------------|
 NF1712| PID    Reference Object                     Distance      Geod. Az  |
 NF1712|                                                           dddmmss.s |
 NF1712| NF1713 CHARPORT 2 AZ MK                    APPROX. 0.6 KM 0203814.2 |
 NF1712|---------------------------------------------------------------------|
 NF1712
 NF1712                          SUPERSEDED SURVEY CONTROL
 NF1712
 NF1712  NAD 83(1986)-  42 34 13.02809(N)    084 48 46.13767(W) AD(       ) 1
 NF1712
 NF1712.Superseded values are not recommended for survey control.
 NF1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1712.See file dsdata.txt to determine how the superseded data were derived.
 NF1712
 NF1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7951515416(NAD 83)
 NF1712_MARKER: I = METAL ROD
 NF1712_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1712_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1712_STAMPING: CHARPORT 2 1991
 NF1712_MARK LOGO: NGS   
 NF1712_PROJECTION: FLUSH
 NF1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1712+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 NF1712_ROD/PIPE-DEPTH: 7.9  meters
 NF1712_SLEEVE-DEPTH  : 1.0 meters
 NF1712
 NF1712  HISTORY     - Date     Condition        Report By
 NF1712  HISTORY     - 1991     MONUMENTED       NGS
 NF1712  HISTORY     - 20020311 GOOD             ADVGEO
 NF1712  HISTORY     - 20050418 GOOD             WOOLPT
 NF1712
 NF1712                          STATION DESCRIPTION
 NF1712
 NF1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NF1712'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) NORTHEAST OF CHARLOTTE,
 NF1712'AT THE CHARLOTTE/FITCH H. BEACH AIRPORT, NEAR THE SOUTHWEST END AND
 NF1712'AT THE SOUTHEAST SIDE  OF RUNWAY 20-2, IN GRASSY MEDIAN BETWEEN
 NF1712'TAXIWAY AND RUNWAY. OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT
 NF1712'MANAGER HOWARD PENROD, 1325 ISLAND HIGHWAY, CHARLOTTE, MI. 48813.
 NF1712'PHONE (517)543-5300 OR 543-2750.
 NF1712'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1712'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1712'NORTHEAST FOR 0.9 KM (0.6 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1712'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1712'(0.9 MI) ON ISLAND HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NF1712'NORTH THEN WEST FOR 0.4 KM (0.2 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NF1712'GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO
 NF1712'SOUTH THEN WEST FOR 0.1 KM (0.1 MI) PASSING EAST AND SOUTH OF A
 NF1712'HANGAR ON THE GRAVEL ROAD TO THE APRON. TURN RIGHT AND GO NORTHWEST
 NF1712'FOR 0.16 KM (0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN
 NF1712'RIGHT AND GO NORTHEAST ALONG TAXIWAY FOR 45 M (147.6 FT) TO THE
 NF1712'STATION ON THE LEFT JUST SOUTH OF A LARGE CULVERT.
 NF1712'THE STATION IS 14.2 M (46.6 FT) WEST-NORTHWEST OF THE CENTER OF THE
 NF1712'TAXIWAY, 59.1 M (193.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 NF1712'RUNWAY, 45.9 M (150.6 FT) NORTH-NORTHEAST OF THE CENTER OF THE TAXI
 NF1712'APPROACH TO THE SOUTH END OF RUNWAY, 29.7 M (97.4 FT) SOUTH OF THE
 NF1712'SOUTH END OF A LARGE CULVERT WINGWALL, 5.8 M (19.0 FT) WEST-NORTHWEST
 NF1712'OF A TAXI LIGHT, AND SET BETWEEN TWO SHORT FIBERGLASS WITNESS POSTS.
 NF1712
 NF1712                          STATION RECOVERY (2002)
 NF1712
 NF1712'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 NF1712'RECOVERED AS DESCRIBED
 NF1712
 NF1712                          STATION RECOVERY (2005)
 NF1712
 NF1712'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1712'AIRPORT ENTRANCE ROAD OFF ISLAND HIGHWAY IS NOW PAVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1713 ***********************************************************************
 NF1713  DESIGNATION -  CHARPORT 2 AZ MK
 NF1713  PID         -  NF1713
 NF1713  STATE/COUNTY-  MI/EATON
 NF1713  USGS QUAD   -  CHARLOTTE (1980)
 NF1713
 NF1713                         *CURRENT SURVEY CONTROL
 NF1713  ___________________________________________________________________
 NF1713* NAD 83(1994)-  42 34 32.02481(N)    084 48 36.44192(W)     ADJUSTED  
 NF1713* NAVD 88     -       269.1    (meters)     883.     (feet)  GPS OBS   
 NF1713  ___________________________________________________________________
 NF1713  X           -     425,521.995 (meters)                     COMP
 NF1713  Y           -  -4,684,869.653 (meters)                     COMP
 NF1713  Z           -   4,293,058.638 (meters)                     COMP
 NF1713  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 NF1713  ELLIP HEIGHT-         235.19  (meters)          (07/17/02) GPS OBS
 NF1713  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF1713
 NF1713  HORZ ORDER  -  FIRST
 NF1713  ELLP ORDER  -  FOURTH    CLASS I
 NF1713
 NF1713.This mark is at Fitch H Beach Airport (07G)
 NF1713
 NF1713.The horizontal coordinates were established by GPS observations
 NF1713.and adjusted by the National Geodetic Survey in February 1997..
 NF1713
 NF1713.The orthometric height was determined by GPS observations and a
 NF1713.high-resolution geoid model.
 NF1713
 NF1713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1713
 NF1713.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1713
 NF1713.The ellipsoidal height was determined by GPS observations
 NF1713.and is referenced to NAD 83.
 NF1713
 NF1713.The geoid height was determined by GEOID03.
 NF1713
 NF1713;                    North         East     Units Scale Factor Converg.
 NF1713;SPC MI S     -   119,566.474 3,963,595.300   MT  0.99992139   -0 18 06.4
 NF1713;SPC MI S     -   392,278.46 13,003,921.59   iFT  0.99992139   -0 18 06.4
 NF1713;UTM  16      - 4,716,007.736   679,720.711   MT  0.99999740   +1 28 55.1
 NF1713
 NF1713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1713!SPC MI S     -   0.99996312  x   0.99992139  =   0.99988451
 NF1713!UTM  16      -   0.99996312  x   0.99999740  =   0.99996052
 NF1713
 NF1713:                Primary Azimuth Mark                     Grid Az
 NF1713:SPC MI S     -  CHARPORT 2                               200 56 27.1
 NF1713:UTM  16      -  CHARPORT 2                               199 09 25.6
 NF1713
 NF1713|---------------------------------------------------------------------|
 NF1713| PID    Reference Object                     Distance      Geod. Az  |
 NF1713|                                                           dddmmss.s |
 NF1713| NF1712 CHARPORT 2                          APPROX. 0.6 KM 2003820.7 |
 NF1713|---------------------------------------------------------------------|
 NF1713
 NF1713                          SUPERSEDED SURVEY CONTROL
 NF1713
 NF1713  NAD 83(1986)-  42 34 32.02337(N)    084 48 36.45803(W) AD(       ) 1
 NF1713
 NF1713.Superseded values are not recommended for survey control.
 NF1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1713.See file dsdata.txt to determine how the superseded data were derived.
 NF1713
 NF1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7972116008(NAD 83)
 NF1713_MARKER: I = METAL ROD
 NF1713_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1713_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1713_STAMPING: CHARPORT AZ MK 1991
 NF1713_MARK LOGO: NGS   
 NF1713_PROJECTION: FLUSH
 NF1713_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1713+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 NF1713_ROD/PIPE-DEPTH: 5.5  meters
 NF1713_SLEEVE-DEPTH  : 1.0 meters
 NF1713
 NF1713  HISTORY     - Date     Condition        Report By
 NF1713  HISTORY     - 1991     MONUMENTED       NGS
 NF1713  HISTORY     - 20050418 GOOD             WOOLPT
 NF1713
 NF1713                          STATION DESCRIPTION
 NF1713
 NF1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 NF1713'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) NORTHEAST OF CHARLOTTE,
 NF1713'AT THE CHARLOTTE/FITCH H. BEACH AIRPORT, ALONG THE SOUTHEAST SIDE OF
 NF1713'RUNWAY 20-2, NEAR THE NORTHWEST SIDE OF A TAXIWAY, AND JUST SOUTHWEST
 NF1713'OF A PAVED TAXI CROSSOVER. OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT
 NF1713'MANAGER HOWARD PENROD, 1325 ISLAND HIGHWAY, CHARLOTTE, MI. 48813.
 NF1713'PHONE (517) 543-5300 OR 543-2750.
 NF1713'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1713'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1713'NORTHEAST FOR 0.9 KM (0.6 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1713'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1713'(0.9 MI) ON ISLAND HIGHWAY TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO
 NF1713'NORTH THEN WEST FOR 0.4 KM (0.2 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 NF1713'GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO
 NF1713'SOUTH THEN WEST FOR 0.1 KM (0.1 MI) PASSING TO THE EAST AND SOUTH OF
 NF1713'A HANGAR ON THE GRAVEL ROAD TO THE APRON.  TURN RIGHT AND GO
 NF1713'NORTHWEST FOR 0.16 KM (0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 NF1713'TURN RIGHT AND GO NORTH-NORTHEAST ALONG TAXIWAY FOR 0.56 KM
 NF1713'(0.35 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING A PAVED
 NF1713'CROSSOVER TO RUNWAY.
 NF1713'STATION IS 13.9 M (45.6 FT) WEST-NORTHWEST OF THE CENTER OF THE
 NF1713'TAXIWAY, 38.6 M (126.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF PAVED
 NF1713'CROSSOVER, 59.4 M (194.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 NF1713'RUNWAY, 32.3 M (106.0 FT) SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 NF1713'SLAB FOR A 2-20 RUNWAY DIRECTIONAL AID, AND SET BETWEEN TWO SHORT
 NF1713'FIBERGLASS WITNESS POSTS.
 NF1713
 NF1713                          STATION RECOVERY (2005)
 NF1713
 NF1713'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1713'STATION IS UNDER POWER LINES BUT IS OTHERWISE SUITABLE FOR GPS.
 NF1713'AIRPORT ENTRANCE ROAD OFF ISLAND HIGHWAY IS
 NF1713'NOW PAVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1668 ***********************************************************************
 NF1668  DESIGNATION -  CHARPORT AZ MK
 NF1668  PID         -  NF1668
 NF1668  STATE/COUNTY-  MI/EATON
 NF1668  USGS QUAD   -  CHARLOTTE (1980)
 NF1668
 NF1668                         *CURRENT SURVEY CONTROL
 NF1668  ___________________________________________________________________
 NF1668* NAD 83(1994)-  42 34 42.71394(N)    084 48 34.74839(W)     ADJUSTED  
 NF1668* NAVD 88     -       269.9    (meters)     885.     (feet)  GPS OBS   
 NF1668  ___________________________________________________________________
 NF1668  X           -     425,540.327 (meters)                     COMP
 NF1668  Y           -  -4,684,644.524 (meters)                     COMP
 NF1668  Z           -   4,293,302.093 (meters)                     COMP
 NF1668  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 NF1668  ELLIP HEIGHT-         236.03  (meters)          (07/17/02) GPS OBS
 NF1668  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF1668
 NF1668  HORZ ORDER  -  FIRST
 NF1668  ELLP ORDER  -  FOURTH    CLASS I
 NF1668
 NF1668.This mark is at Fitch H Beach Airport (07G)
 NF1668
 NF1668.The horizontal coordinates were established by GPS observations
 NF1668.and adjusted by the National Geodetic Survey in February 1997..
 NF1668
 NF1668.The orthometric height was determined by GPS observations and a
 NF1668.high-resolution geoid model.
 NF1668
 NF1668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1668
 NF1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1668
 NF1668.The ellipsoidal height was determined by GPS observations
 NF1668.and is referenced to NAD 83.
 NF1668
 NF1668.The geoid height was determined by GEOID03.
 NF1668
 NF1668;                    North         East     Units Scale Factor Converg.
 NF1668;SPC MI S     -   119,896.072 3,963,635.654   MT  0.99992111   -0 18 05.3
 NF1668;SPC MI S     -   393,359.82 13,004,053.98   iFT  0.99992111   -0 18 05.3
 NF1668;UTM  16      - 4,716,338.456   679,750.788   MT  0.99999754   +1 28 56.6
 NF1668
 NF1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1668!SPC MI S     -   0.99996298  x   0.99992111  =   0.99988410
 NF1668!UTM  16      -   0.99996298  x   0.99999754  =   0.99996052
 NF1668
 NF1668:                Primary Azimuth Mark                     Grid Az
 NF1668:SPC MI S     -  CHARPORT                                 200 58 38.0
 NF1668:UTM  16      -  CHARPORT                                 199 11 36.1
 NF1668
 NF1668|---------------------------------------------------------------------|
 NF1668| PID    Reference Object                     Distance      Geod. Az  |
 NF1668|                                                           dddmmss.s |
 NF1668| NF1667 CHARPORT                            APPROX. 0.8 KM 2004032.7 |
 NF1668|---------------------------------------------------------------------|
 NF1668
 NF1668                          SUPERSEDED SURVEY CONTROL
 NF1668
 NF1668  ELLIP H (02/03/97)  236.00   (m)                       GP(       ) 4 1
 NF1668  NAD 83(1986)-  42 34 42.71302(N)    084 48 34.76371(W) AD(       ) 1
 NF1668  NAD 83(1986)-  42 34 42.71414(N)    084 48 34.76132(W) AD(       ) 3
 NF1668  NGVD 29 (03/27/91)  270.1    (m)          886.     (f) GPS OBS        
 NF1668
 NF1668.Superseded values are not recommended for survey control.
 NF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1668.See file dsdata.txt to determine how the superseded data were derived.
 NF1668
 NF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7975116338(NAD 83)
 NF1668_MARKER: I = METAL ROD
 NF1668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1668_STAMPING: CHARPORT AZ MK 1989
 NF1668_MARK LOGO: NGS   
 NF1668_PROJECTION: FLUSH
 NF1668_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1668+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1668_ROD/PIPE-DEPTH: 8.6  meters
 NF1668_SLEEVE-DEPTH  : 1.0 meters
 NF1668
 NF1668  HISTORY     - Date     Condition        Report By
 NF1668  HISTORY     - 1989     MONUMENTED       NGS
 NF1668  HISTORY     - 20050418 MARK NOT FOUND   WOOLPT
 NF1668
 NF1668                          STATION DESCRIPTION
 NF1668
 NF1668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1668'THE STATION IS LOCATED ABOUT 2.7 KM (1.70 MI) NORTHEAST OF CHARLOTTE,
 NF1668'AT THE CHARLOTTE FITCH H. BEACH AIRPORT, ALONG THE WEST-NORTHWEST
 NF1668'EDGE, NEAR THE NORTH-NORTHEAST END OF THE PAVED RUNWAY.
 NF1668'OWNERSHIP---CITY OF CHARLOTTE, C/O AIRPORT MANAGER HOWARD PENROD, 1325
 NF1668'ISLAND HIGHWAY, CHARLOTTE MI 48813.  PHONE IS (517) 543-5300 OR (517)
 NF1668'543-2750.
 NF1668'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 69
 NF1668'BUSINESS AND STATE HIGHWAYS 50 AND 79 IN CHARLOTTE, GO EAST THEN
 NF1668'NORTHEAST FOR 0.9 KM (0.55 MI) ON HIGHWAY 69 BUSINESS TO A PAVED
 NF1668'CROSSROAD AT A STOP LIGHT.  TURN RIGHT AND GO EASTERLY FOR 1.4 KM
 NF1668'(0.85 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO NORTH THEN WEST FOR
 NF1668'0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD LEFT
 NF1668'AND THE AIRPORT OFFICE AHEAD.  TURN LEFT AND GO SOUTH THEN WEST FOR
 NF1668'0.1 KM (0.05 MI), PASSING TO THE EAST AND SOUTH OF A HANGAR, ON THE
 NF1668'GRAVEL ROAD TO THE APRON.  TURN RIGHT AND GO NORTHWEST FOR 0.1 KM
 NF1668'(0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 NF1668'NORTH THEN WEST FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE
 NF1668'PAVED RUNWAY.  TURN RIGHT AND GO NORTH-NORTHEAST FOR 0.8 KM (0.50 MI)
 NF1668'ON THE PAVED RUNWAY TO THE STATION ON THE LEFT JUST BEFORE A TURF
 NF1668'RUNWAY LEFT.
 NF1668'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1668'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.6 METERS IN A GREASE
 NF1668'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1668'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1668'67.5 M (221.5 FT) SOUTHWEST FROM THE CENTER OF THE NORTH-NORTHEAST END
 NF1668'OF THE PAVED RUNWAY, 9.6 M (31.5 FT) WEST-NORTHWEST FROM THE
 NF1668'WEST-NORTHWEST EDGE OF THE PAVED RUNWAY AND 8.8 M (28.9 FT)
 NF1668'WEST-SOUTHWEST FROM THE 1ST RUNWAY LIGHT SOUTH-SOUTHWEST FROM THE
 NF1668'NORTH-NORTHEAST END OF THE PAVED RUNWAY.
 NF1668'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1668'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1668
 NF1668                          STATION RECOVERY (2005)
 NF1668
 NF1668'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (RLS)
 NF1668'LIMITED SEARCH PERFORMED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0670 ***********************************************************************
 RK0670  DESIGNATION -  CHATHAM MUN TANK
 RK0670  PID         -  RK0670
 RK0670  STATE/COUNTY-  MI/ALGER
 RK0670  USGS QUAD   -  CHATHAM (1985)
 RK0670
 RK0670                         *CURRENT SURVEY CONTROL
 RK0670  ___________________________________________________________________
 RK0670* NAD 83(1994)-  46 20 38.62690(N)    086 55 36.66100(W)     ADJUSTED  
 RK0670* NAVD 88     -                                                        
 RK0670  ___________________________________________________________________
 RK0670  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 RK0670  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RK0670
 RK0670  HORZ ORDER  -  THIRD
 RK0670
 RK0670.The horizontal coordinates were established by classical geodetic methods
 RK0670.and adjusted by the National Geodetic Survey in February 1997..
 RK0670
 RK0670
 RK0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0670
 RK0670.The geoid height was determined by GEOID03.
 RK0670
 RK0670;                    North         East     Units Scale Factor Converg.
 RK0670;SPC MI N     -   173,468.529 8,005,630.649   MT  0.99990336   +0 03 10.3
 RK0670;SPC MI N     -   569,122.47 26,265,192.42   iFT  0.99990336   +0 03 10.3
 RK0670;UTM  16      - 5,132,279.009   505,628.942   MT  0.99960039   +0 03 10.5
 RK0670
 RK0670                          SUPERSEDED SURVEY CONTROL
 RK0670
 RK0670  NAD 83(1986)-  46 20 38.62188(N)    086 55 36.65881(W) AD(       ) 4
 RK0670  NAD 27      -  46 20 38.82061(N)    086 55 36.12467(W) AD(       ) 3
 RK0670
 RK0670.Superseded values are not recommended for survey control.
 RK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0670.See file dsdata.txt to determine how the superseded data were derived.
 RK0670
 RK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0562932279(NAD 83)
 RK0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0670+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 RK0670
 RK0670  HISTORY     - Date     Condition        Report By
 RK0670  HISTORY     - 1975     MONUMENTED       NGS
 RK0670  HISTORY     - 19981210 GOOD             MIDT
 RK0670  HISTORY     - 19990907 GOOD             USPSQD
 RK0670  HISTORY     - 20030728 GOOD             USPSQD
 RK0670  HISTORY     - 20040607 GOOD             GEOCAC
 RK0670
 RK0670                          STATION DESCRIPTION
 RK0670
 RK0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0670'THE TOP CENTER OF THE CHATMAN MUNICIPAL WATER TANK, MOUNTED ON A
 RK0670'4-LEGGED STEEL STRUCTURE, PAINTED GREEN, 150 FEET IN HEIGHT AND
 RK0670'HAS A DOUBLE OBSTRUCTION LIGHT ON TOP OF THE TANK.
 RK0670'
 RK0670'THE TANK IS LOCATED IN THE SOUTHEAST EDGE OF CHATMAN AT THE EAST
 RK0670'END OF A DEAD END STREET.
 RK0670
 RK0670                          STATION RECOVERY (1998)
 RK0670
 RK0670'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0670'RECOVERED IN GOOD CONDITION.
 RK0670
 RK0670                          STATION RECOVERY (1999)
 RK0670
 RK0670'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0670'RECOVERED IN GOOD CONDITION.
 RK0670
 RK0670                          STATION RECOVERY (2003)
 RK0670
 RK0670'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0670'TANK IS NOW LIGHT GRAY IN COLOR WITH THE NAME CHATHAM PAINTED ON IN
 RK0670'BLACK LETTERS.
 RK0670
 RK0670                          STATION RECOVERY (2004)
 RK0670
 RK0670'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RK0670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0588 ***********************************************************************
 QK0588  DESIGNATION -  CHEBOYGAN
 QK0588  PID         -  QK0588
 QK0588  STATE/COUNTY-  MI/CHEBOYGAN
 QK0588  USGS QUAD   -  
 QK0588
 QK0588                         *CURRENT SURVEY CONTROL
 QK0588  ___________________________________________________________________
 QK0588* NAD 83(1994)-  45 39 08.44584(N)    084 28 16.90593(W)     ADJUSTED  
 QK0588* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0588  ___________________________________________________________________
 QK0588  LAPLACE CORR-          -6.71  (seconds)                    DEFLEC99
 QK0588  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 QK0588
 QK0588  HORZ ORDER  -  SECOND
 QK0588
 QK0588.The horizontal coordinates were established by classical geodetic methods
 QK0588.and adjusted by the National Geodetic Survey in February 1997..
 QK0588
 QK0588.The orthometric height was scaled from a topographic map.
 QK0588
 QK0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0588
 QK0588.The geoid height was determined by GEOID03.
 QK0588
 QK0588;                    North         East     Units Scale Factor Converg.
 QK0588;SPC MI C     -   259,553.338 5,991,839.342   MT  0.99998933   -0 04 26.2
 QK0588;SPC MI C     -   851,552.95 19,658,265.56   iFT  0.99998933   -0 04 26.2
 QK0588;UTM  16      - 5,058,531.913   697,019.492   MT  1.00007725   +1 48 31.8
 QK0588
 QK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0588!SPC MI C     -   0.99997773  x   0.99998933  =   0.99996706
 QK0588!UTM  16      -   0.99997773  x   1.00007725  =   1.00005498
 QK0588
 QK0588:                Primary Azimuth Mark                     Grid Az
 QK0588:SPC MI C     -  CHEBOYGAN CRIB LIGHT                     038 44 39.8
 QK0588:UTM  16      -  CHEBOYGAN CRIB LIGHT                     036 51 41.8
 QK0588
 QK0588|---------------------------------------------------------------------|
 QK0588| PID    Reference Object                     Distance      Geod. Az  |
 QK0588|                                                           dddmmss.s |
 QK0588| QK0592 CHEBOYGAN CRIB LIGHT                APPROX. 1.5 KM 0384013.6 |
 QK0588| QK0587 FOURTEEN FOOT SHOAL LIGHT           APPROX. 4.2 KM 0431610.8 |
 QK0588| CH0990 CHEBOYGAN RM 1                        4.214 METERS 06025     |
 QK0588| QK0577 POE REEF LIGHT                      APPROX. 9.7 KM 0605733.2 |
 QK0588| QK0582 CHEBOYGAN OLD TANNERY STACK         APPROX. 3.8 KM 1853200.9 |
 QK0588| QK0584 CHEBOYGAN RADIO KQA 291 MAST        APPROX. 3.0 KM 1921440.8 |
 QK0588| QK0583 CHEBOYGAN CHARMIN PAPER STACK       APPROX. 1.8 KM 2024224.9 |
 QK0588| CH0989 CHEBOYGAN AZ MK                                    2083346.1 |
 QK0588| QK0590 CHEBOYGAN CO CTHSE CLOCK TOWER      APPROX. 1.6 KM 2090801.4 |
 QK0588| QK0586 CHEBOYGAN MUNICIPAL TANK            206.867 METERS 22415     |
 QK0588| QK0593 CHEBOYGAN RADIO WCBY MAST           APPROX. 1.6 KM 2945007.9 |
 QK0588| CH0991 CHEBOYGAN RM 2                       25.005 METERS 30914     |
 QK0588|---------------------------------------------------------------------|
 QK0588
 QK0588                          SUPERSEDED SURVEY CONTROL
 QK0588
 QK0588  NAD 83(1986)-  45 39 08.43833(N)    084 28 16.90596(W) AD(       ) 2
 QK0588  NAD 27      -  45 39 08.39400(N)    084 28 16.77600(W) AD(       ) 2
 QK0588
 QK0588.Superseded values are not recommended for survey control.
 QK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0588.See file dsdata.txt to determine how the superseded data were derived.
 QK0588
 QK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9701958532(NAD 83)
 QK0588_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0588
 QK0588  HISTORY     - Date     Condition        Report By
 QK0588  HISTORY     - 1956     MONUMENTED       CGS
 QK0588  HISTORY     - 1961     SEE DESCRIPTION  USLS
 QK0588
 QK0588                          STATION DESCRIPTION
 QK0588
 QK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0588'THE STATION IS IN THE NORTH EDGE OF CHEBOYGAN, NEAR THE SOUTHEAST
 QK0588'CORNER OF A HIGH STEEL FENCE
 QK0588'AROUND THE CHEBOYGAN SEWAGE DISPOSAL PLANT, ON PROPERTY OWNED BY THE
 QK0588'CITY.  IT IS 40 FEET WEST OF THE
 QK0588'CENTERLINE OF HURON STREET, 12 FEET SOUTHWEST OF THE SOUTHEAST
 QK0588'CORNER OF A HIGH STEEL FENCE, 20 FEET
 QK0588'SOUTHWEST OF A FIRE HYDRANT AND 11 FEET
 QK0588'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 QK0588'THE DISK IS STAMPED CHEBOYGAN 1956.
 QK0588'
 QK0588'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTH ON
 QK0588'MAIN STREET FOR 0.5 MILE TO
 QK0588'A CROSS-STREET AT THE END OF MAIN STREET.  TURN LEFT ACROSS THE
 QK0588'RAILROAD TRACKS AND GO WEST FOR 0.05
 QK0588'MILE TO HURON STREET.  TURN RIGHT AND GO NORTH ON
 QK0588'HURON STREET FOR 0.1 MILE TO THE STATION ON
 QK0588'THE LEFT AS DESCRIBED.
 QK0588'
 QK0588'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HURON STREET
 QK0588'FOR 0.15 MILE TO THE CHEBOYGAN
 QK0588'COUNTY HIGHWAY GARAGE ON THE LEFT AND THE MARK AT THE SOUTHWEST
 QK0588'CORNER OF THE BUILDING.
 QK0588'
 QK0588'REFERENCE MARK 1 IS 33 FEET WEST OF THE CENTERLINE OF HURON STREET, 7
 QK0588'FEET SOUTHWEST OF A FIRE HYDRANT
 QK0588'AND 1 FOOT EAST OF THE STEEL FENCE CORNER.  THE MARK PROJECTS
 QK0588'4 INCHES AND THE DISK IS STAMPED
 QK0588'CHEBOYGAN NO 1 1956.
 QK0588'
 QK0588'REFERENCE MARK 2 IS 1 FOOT SOUTH OF THE STEEL FENCE, 46 FEET
 QK0588'NORTHEAST OF A GALVANIZED TOOL SHED
 QK0588'AND 21 FEET NORTHWEST OF A 6 INCH PINE TREE.  THE MARK PROJECTS 6
 QK0588'INCHES AND THE DISK IS
 QK0588'STAMPED CHEBOYGAN NO 2 1956.
 QK0588'
 QK0588'THE AZIMUTH MARK IS 1 FOOT WEST OF THE SOUTHWEST CORNER OF A LARGE
 QK0588'CONCRETE BLOCK BUILDING, 30
 QK0588'FEET EAST OF THE CENTERLINE OF HURON STREET AND 8 FEET NORTH OF A
 QK0588'POWERLINE POLE.  THE MARK IS FLUSH
 QK0588'AND THE DISK IS STAMPED CHEBOYGAN 1956.
 QK0588'
 QK0588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0588
 QK0588                          STATION RECOVERY (1961)
 QK0588
 QK0588'RECOVERY NOTE BY US LAKE SURVEY 1961 (EFK)
 QK0588'STATION RECOVERED AS DESCRIBED IN 1956 DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9491 ***********************************************************************
 AF9491  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9491  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9491  DESIGNATION -  CHEBOYGAN 1 CORS ARP
 AF9491  CORS_ID     -  CHB1
 AF9491  PID         -  AF9491
 AF9491  STATE/COUNTY-  MI/CHEBOYGAN
 AF9491  USGS QUAD   -  
 AF9491
 AF9491                         *CURRENT SURVEY CONTROL
 AF9491  ___________________________________________________________________
 AF9491* NAD 83(CORS)-  45 39 12.54605(N)    084 27 56.30012(W)     ADJUSTED  
 AF9491* NAVD 88     -       182.05   (meters)     597.3    (feet)  GPS OBS   
 AF9491  ___________________________________________________________________
 AF9491  EPOCH DATE  -        2002.00
 AF9491  X           -     430,717.492 (meters)                     COMP
 AF9491  Y           -  -4,445,227.805 (meters)                     COMP
 AF9491  Z           -   4,538,514.026 (meters)                     COMP
 AF9491  ELLIP HEIGHT-         146.08  (meters)          (03/??/02) GPS OBS
 AF9491  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AF9491
 AF9491  HORZ ORDER  -  SPECIAL (CORS)
 AF9491  ELLP ORDER  -  SPECIAL (CORS)
 AF9491
 AF9491.ITRF positions are available for this station.
 AF9491.The coordinates were established by GPS observations
 AF9491.and adjusted by the National Geodetic Survey in March 2002..
 AF9491.The coordinates are valid at the epoch date displayed above.
 AF9491.The epoch date for horizontal control is a decimal equivalence
 AF9491.of Year/Month/Day.
 AF9491
 AF9491.The orthometric height was determined by GPS observations and a
 AF9491.high-resolution geoid model using precise GPS observation and
 AF9491.processing techniques.
 AF9491
 AF9491.The PID for the CORS L1 Phase Center is AJ7862.
 AF9491
 AF9491.Photographs are available for this station.
 AF9491
 AF9491.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9491
 AF9491.The ellipsoidal height was determined by GPS observations
 AF9491.and is referenced to NAD 83.
 AF9491
 AF9491.The geoid height was determined by GEOID03.
 AF9491
 AF9491;                    North         East     Units Scale Factor Converg.
 AF9491;SPC MI C     -   259,679.364 5,992,285.648   MT  0.99998958   -0 04 11.7
 AF9491;SPC MI C     -   851,966.42 19,659,729.82   iFT  0.99998958   -0 04 11.7
 AF9491
 AF9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9491!SPC MI C     -   0.99997710  x   0.99998958  =   0.99996668
 AF9491
 AF9491                          SUPERSEDED SURVEY CONTROL
 AF9491
 AF9491  NAD 83(CORS)-  45 39 12.54590(N)    084 27 56.30144(W) AD(1997.00) c
 AF9491  NAD 83(CORS)-  45 39 12.54590(N)    084 27 56.30144(W) AD(1996.00) c
 AF9491  ELLIP H (04/??/96)  146.08   (m)                       GP(1997.00) c c
 AF9491  ELLIP H (04/??/96)  146.08   (m)                       GP(1996.00) c c
 AF9491
 AF9491.Superseded values are not recommended for survey control.
 AF9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9491.See file dsdata.txt to determine how the superseded data were derived.
 AF9491
 AF9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9746158673(NAD 83)
 AF9491_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9491
 AF9491                          STATION DESCRIPTION
 AF9491
 AF9491'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9491'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9491'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9491'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9491'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9491'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7862 ***********************************************************************
 AJ7862  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7862  DESIGNATION -  CHEBOYGAN 1 CORS L1 PHASE CENTER
 AJ7862  CORS_ID     -  CHB1
 AJ7862  PID         -  AJ7862
 AJ7862  STATE/COUNTY-  MI/CHEBOYGAN
 AJ7862  USGS QUAD   -  
 AJ7862
 AJ7862                         *CURRENT SURVEY CONTROL
 AJ7862  ___________________________________________________________________
 AJ7862* NAD 83(CORS)-  45 39 12.54601(N)    084 27 56.30016(W)     ADJUSTED  
 AJ7862* NAVD 88     -                                                        
 AJ7862  ___________________________________________________________________
 AJ7862  EPOCH DATE  -        2002.00
 AJ7862  X           -     430,717.497 (meters)                     COMP
 AJ7862  Y           -  -4,445,227.861 (meters)                     COMP
 AJ7862  Z           -   4,538,514.082 (meters)                     COMP
 AJ7862  ELLIP HEIGHT-         146.16  (meters)          (03/??/02) GPS OBS
 AJ7862  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AJ7862
 AJ7862  HORZ ORDER  -  SPECIAL (CORS)
 AJ7862  ELLP ORDER  -  SPECIAL (CORS)
 AJ7862
 AJ7862.ITRF positions are available for this station.
 AJ7862.The coordinates were established by GPS observations
 AJ7862.and adjusted by the National Geodetic Survey in March 2002..
 AJ7862.The coordinates are valid at the epoch date displayed above.
 AJ7862.The epoch date for horizontal control is a decimal equivalence
 AJ7862.of Year/Month/Day.
 AJ7862
 AJ7862
 AJ7862.The PID for the CORS ARP is AF9491.
 AJ7862
 AJ7862.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7862
 AJ7862.The ellipsoidal height was determined by GPS observations
 AJ7862.and is referenced to NAD 83.
 AJ7862
 AJ7862.The geoid height was determined by GEOID03.
 AJ7862
 AJ7862;                    North         East     Units Scale Factor Converg.
 AJ7862;SPC MI C     -   259,679.363 5,992,285.647   MT  0.99998958   -0 04 11.7
 AJ7862;SPC MI C     -   851,966.41 19,659,729.81   iFT  0.99998958   -0 04 11.7
 AJ7862
 AJ7862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7862!SPC MI C     -   0.99997709  x   0.99998958  =   0.99996667
 AJ7862
 AJ7862                          SUPERSEDED SURVEY CONTROL
 AJ7862
 AJ7862  NAD 83(CORS)-  45 39 12.54586(N)    084 27 56.30148(W) AD(1996.00) c
 AJ7862  NAD 83(CORS)-  45 39 12.54586(N)    084 27 56.30148(W) AD(1997.00) c
 AJ7862  ELLIP H (04/??/96)  146.17   (m)                       GP(1997.00) c c
 AJ7862  ELLIP H (04/??/96)  146.17   (m)                       GP(1996.00) c c
 AJ7862
 AJ7862.Superseded values are not recommended for survey control.
 AJ7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7862.See file dsdata.txt to determine how the superseded data were derived.
 AJ7862
 AJ7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9746158673(NAD 83)
 AJ7862_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7862
 AJ7862                          STATION DESCRIPTION
 AJ7862
 AJ7862'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7862'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7862'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7862'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7862'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7862'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9587 ***********************************************************************
 AF9587  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9587  DESIGNATION -  CHEBOYGAN 2 CORS ARP
 AF9587  CORS_ID     -  CHB2
 AF9587  PID         -  AF9587
 AF9587  STATE/COUNTY-  MI/CHEBOYGAN
 AF9587  USGS QUAD   -  
 AF9587
 AF9587                         *CURRENT SURVEY CONTROL
 AF9587  ___________________________________________________________________
 AF9587* NAD 83(CORS)-  45 39 13.28089(N)    084 27 57.01579(W)     ADJUSTED  
 AF9587* NAVD 88     -                                                        
 AF9587  ___________________________________________________________________
 AF9587  EPOCH DATE  -        2002.00
 AF9587  X           -     430,700.482 (meters)                     COMP
 AF9587  Y           -  -4,445,212.921 (meters)                     COMP
 AF9587  Z           -   4,538,529.648 (meters)                     COMP
 AF9587  ELLIP HEIGHT-         145.75  (meters)          (03/??/02) GPS OBS
 AF9587  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AF9587
 AF9587  HORZ ORDER  -  SPECIAL (CORS)
 AF9587  ELLP ORDER  -  SPECIAL (CORS)
 AF9587
 AF9587.ITRF positions are available for this station.
 AF9587.The coordinates were established by GPS observations
 AF9587.and adjusted by the National Geodetic Survey in March 2002..
 AF9587.The coordinates are valid at the epoch date displayed above.
 AF9587.The epoch date for horizontal control is a decimal equivalence
 AF9587.of Year/Month/Day.
 AF9587
 AF9587
 AF9587.The PID for the CORS L1 Phase Center is AJ7910.
 AF9587
 AF9587.Photographs are available for this station.
 AF9587
 AF9587.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9587
 AF9587.The ellipsoidal height was determined by GPS observations
 AF9587.and is referenced to NAD 83.
 AF9587
 AF9587.The geoid height was determined by GEOID03.
 AF9587
 AF9587;                    North         East     Units Scale Factor Converg.
 AF9587;SPC MI C     -   259,702.070 5,992,270.180   MT  0.99998962   -0 04 12.2
 AF9587;SPC MI C     -   852,040.91 19,659,679.07   iFT  0.99998962   -0 04 12.2
 AF9587
 AF9587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9587!SPC MI C     -   0.99997715  x   0.99998962  =   0.99996677
 AF9587
 AF9587                          SUPERSEDED SURVEY CONTROL
 AF9587
 AF9587  NAD 83(CORS)-  45 39 13.28082(N)    084 27 57.01677(W) AD(1997.00) c
 AF9587  ELLIP H (10/??/01)  145.75   (m)                       GP(1997.00) c c
 AF9587  NAD 83(CORS)-  45 39 13.28129(N)    084 27 57.01603(W) AD(1997.00) c
 AF9587  NAD 83(CORS)-  45 39 13.28129(N)    084 27 57.01603(W) AD(1996.00) c
 AF9587  ELLIP H (08/??/96)  145.75   (m)                       GP(1997.00) c c
 AF9587  ELLIP H (08/??/96)  145.75   (m)                       GP(1996.00) c c
 AF9587
 AF9587.Superseded values are not recommended for survey control.
 AF9587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9587.See file dsdata.txt to determine how the superseded data were derived.
 AF9587
 AF9587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9744558695(NAD 83)
 AF9587_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9587
 AF9587                          STATION DESCRIPTION
 AF9587
 AF9587'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9587'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9587'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9587'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9587'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9587'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7910 ***********************************************************************
 AJ7910  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7910  DESIGNATION -  CHEBOYGAN 2 CORS L1 PHASE CENTER
 AJ7910  CORS_ID     -  CHB2
 AJ7910  PID         -  AJ7910
 AJ7910  STATE/COUNTY-  MI/CHEBOYGAN
 AJ7910  USGS QUAD   -  
 AJ7910
 AJ7910                         *CURRENT SURVEY CONTROL
 AJ7910  ___________________________________________________________________
 AJ7910* NAD 83(CORS)-  45 39 13.28085(N)    084 27 57.01583(W)     ADJUSTED  
 AJ7910* NAVD 88     -                                                        
 AJ7910  ___________________________________________________________________
 AJ7910  EPOCH DATE  -        2002.00
 AJ7910  X           -     430,700.486 (meters)                     COMP
 AJ7910  Y           -  -4,445,212.977 (meters)                     COMP
 AJ7910  Z           -   4,538,529.704 (meters)                     COMP
 AJ7910  ELLIP HEIGHT-         145.83  (meters)          (03/??/02) GPS OBS
 AJ7910  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AJ7910
 AJ7910  HORZ ORDER  -  SPECIAL (CORS)
 AJ7910  ELLP ORDER  -  SPECIAL (CORS)
 AJ7910
 AJ7910.ITRF positions are available for this station.
 AJ7910.The coordinates were established by GPS observations
 AJ7910.and adjusted by the National Geodetic Survey in March 2002..
 AJ7910.The coordinates are valid at the epoch date displayed above.
 AJ7910.The epoch date for horizontal control is a decimal equivalence
 AJ7910.of Year/Month/Day.
 AJ7910
 AJ7910
 AJ7910.The PID for the CORS ARP is AF9587.
 AJ7910
 AJ7910.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7910
 AJ7910.The ellipsoidal height was determined by GPS observations
 AJ7910.and is referenced to NAD 83.
 AJ7910
 AJ7910.The geoid height was determined by GEOID03.
 AJ7910
 AJ7910;                    North         East     Units Scale Factor Converg.
 AJ7910;SPC MI C     -   259,702.069 5,992,270.179   MT  0.99998962   -0 04 12.2
 AJ7910;SPC MI C     -   852,040.91 19,659,679.06   iFT  0.99998962   -0 04 12.2
 AJ7910
 AJ7910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7910!SPC MI C     -   0.99997714  x   0.99998962  =   0.99996676
 AJ7910
 AJ7910                          SUPERSEDED SURVEY CONTROL
 AJ7910
 AJ7910  NAD 83(CORS)-  45 39 13.28078(N)    084 27 57.01680(W) AD(1997.00) c
 AJ7910  ELLIP H (10/??/01)  145.84   (m)                       GP(1997.00) c c
 AJ7910  NAD 83(CORS)-  45 39 13.28125(N)    084 27 57.01607(W) AD(1997.00) c
 AJ7910  NAD 83(CORS)-  45 39 13.28125(N)    084 27 57.01607(W) AD(1996.00) c
 AJ7910  ELLIP H (08/??/96)  145.83   (m)                       GP(1997.00) c c
 AJ7910  ELLIP H (08/??/96)  145.83   (m)                       GP(1996.00) c c
 AJ7910
 AJ7910.Superseded values are not recommended for survey control.
 AJ7910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7910.See file dsdata.txt to determine how the superseded data were derived.
 AJ7910
 AJ7910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9744558695(NAD 83)
 AJ7910_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7910
 AJ7910                          STATION DESCRIPTION
 AJ7910
 AJ7910'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7910'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7910'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7910'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7910'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7910'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0583 ***********************************************************************
 QK0583  DESIGNATION -  CHEBOYGAN CHARMIN PAPER STACK
 QK0583  PID         -  QK0583
 QK0583  STATE/COUNTY-  MI/CHEBOYGAN
 QK0583  USGS QUAD   -  
 QK0583
 QK0583                         *CURRENT SURVEY CONTROL
 QK0583  ___________________________________________________________________
 QK0583* NAD 83(1994)-  45 38 14.99717(N)    084 28 48.78785(W)     ADJUSTED  
 QK0583* NAVD 88     -                                                        
 QK0583  ___________________________________________________________________
 QK0583  LAPLACE CORR-          -6.60  (seconds)                    DEFLEC99
 QK0583  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0583
 QK0583  HORZ ORDER  -  THIRD
 QK0583
 QK0583.The horizontal coordinates were established by classical geodetic methods
 QK0583.and adjusted by the National Geodetic Survey in February 1997..
 QK0583
 QK0583
 QK0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0583
 QK0583.The geoid height was determined by GEOID03.
 QK0583
 QK0583;                    North         East     Units Scale Factor Converg.
 QK0583;SPC MI C     -   257,904.144 5,991,146.735   MT  0.99998615   -0 04 48.8
 QK0583;SPC MI C     -   846,142.20 19,655,993.23   iFT  0.99998615   -0 04 48.8
 QK0583;UTM  16      - 5,056,860.710   696,381.378   MT  1.00007416   +1 48 07.4
 QK0583
 QK0583                          SUPERSEDED SURVEY CONTROL
 QK0583
 QK0583  NAD 83(1986)-  45 38 14.98963(N)    084 28 48.78793(W) AD(       ) 4
 QK0583  NAD 27      -  45 38 14.94800(N)    084 28 48.65400(W) AD(       ) 3
 QK0583
 QK0583.Superseded values are not recommended for survey control.
 QK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0583.See file dsdata.txt to determine how the superseded data were derived.
 QK0583
 QK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9638156861(NAD 83)
 QK0583
 QK0583  HISTORY     - Date     Condition        Report By
 QK0583  HISTORY     - 1956     MONUMENTED       CGS
 QK0583
 QK0583                          STATION DESCRIPTION
 QK0583
 QK0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0583'THE STATION IS THE CENTER OF THE TOP OF THE STACK OF THE
 QK0583'CHARMIN PAPER
 QK0583'MILLS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF SOUTH
 QK0583'MAIN AND SEYMOUR STREETS IN THE
 QK0583'SOUTHWEST SECTION OF CHEBOYGAN.  IT IS A ROUND, TAN BRICK
 QK0583'STRUCTURE AT THE SOUTHEAST CORNER OF THE
 QK0583'MILL.  THE HEIGHT IS ABOUT 153 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0590 ***********************************************************************
 QK0590  DESIGNATION -  CHEBOYGAN CO CTHSE CLOCK TOWER
 QK0590  PID         -  QK0590
 QK0590  STATE/COUNTY-  MI/CHEBOYGAN
 QK0590  USGS QUAD   -  
 QK0590
 QK0590                         *CURRENT SURVEY CONTROL
 QK0590  ___________________________________________________________________
 QK0590* NAD 83(1994)-  45 38 24.11170(N)    084 28 52.13129(W)     ADJUSTED  
 QK0590* NAVD 88     -                                                        
 QK0590  ___________________________________________________________________
 QK0590  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 QK0590  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0590
 QK0590  HORZ ORDER  -  THIRD
 QK0590
 QK0590.The horizontal coordinates were established by classical geodetic methods
 QK0590.and adjusted by the National Geodetic Survey in February 1997..
 QK0590
 QK0590
 QK0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0590
 QK0590.The geoid height was determined by GEOID03.
 QK0590
 QK0590;                    North         East     Units Scale Factor Converg.
 QK0590;SPC MI C     -   258,185.638 5,991,074.722   MT  0.99998668   -0 04 51.1
 QK0590;SPC MI C     -   847,065.74 19,655,756.96   iFT  0.99998668   -0 04 51.1
 QK0590;UTM  16      - 5,057,139.711   696,300.151   MT  1.00007377   +1 48 05.2
 QK0590
 QK0590                          SUPERSEDED SURVEY CONTROL
 QK0590
 QK0590  NAD 83(1986)-  45 38 24.10414(N)    084 28 52.13138(W) AD(       ) 4
 QK0590  NAD 27      -  45 38 24.06100(N)    084 28 52.00000(W) AD(       ) 3
 QK0590
 QK0590.Superseded values are not recommended for survey control.
 QK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0590.See file dsdata.txt to determine how the superseded data were derived.
 QK0590
 QK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9630057140(NAD 83)
 QK0590
 QK0590  HISTORY     - Date     Condition        Report By
 QK0590  HISTORY     - 1956     MONUMENTED       CGS
 QK0590  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 QK0590
 QK0590                          STATION DESCRIPTION
 QK0590
 QK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0590'THE STATION IS THE CENTER OF THE TOP OF THE CLOCK TOWER OF
 QK0590'THE CHEBOYGAN
 QK0590'COUNTY COURTHOUSE LOCATED AT THE NORTHWEST CORNER OF SOUTH MAIN AND
 QK0590'COURT STREETS IN THE
 QK0590'WEST-CENTRAL SECTION OF CHEBOYGAN.  IT IS A SQUARE, RED BRICK
 QK0590'STRUCTURE WITH A CLOCK IN EACH OF THE
 QK0590'FOUR SIDES AND HAS A GREY, CONICAL ROOF.  THE
 QK0590'HEIGHT IS ABOUT 140 FEET.
 QK0590'
 QK0590'DESCRIBED BY J.L. COOK.
 QK0590
 QK0590                          STATION RECOVERY (2004)
 QK0590
 QK0590'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0590'A NEW BUILDING IS UNDER CONSTRUCTION IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0592 ***********************************************************************
 QK0592  DESIGNATION -  CHEBOYGAN CRIB LIGHT
 QK0592  PID         -  QK0592
 QK0592  STATE/COUNTY-  MI/CHEBOYGAN
 QK0592  USGS QUAD   -  
 QK0592
 QK0592                         *CURRENT SURVEY CONTROL
 QK0592  ___________________________________________________________________
 QK0592* NAD 83(1994)-  45 39 47.21941(N)    084 27 32.64810(W)     ADJUSTED  
 QK0592* NAVD 88     -                                                        
 QK0592  ___________________________________________________________________
 QK0592  LAPLACE CORR-          -6.72  (seconds)                    DEFLEC99
 QK0592  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 QK0592
 QK0592  HORZ ORDER  -  THIRD
 QK0592
 QK0592.The horizontal coordinates were established by classical geodetic methods
 QK0592.and adjusted by the National Geodetic Survey in February 1997..
 QK0592
 QK0592
 QK0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0592
 QK0592.The geoid height was determined by GEOID03.
 QK0592
 QK0592;                    North         East     Units Scale Factor Converg.
 QK0592;SPC MI C     -   260,749.238 5,992,798.963   MT  0.99999168   -0 03 55.0
 QK0592;SPC MI C     -   855,476.50 19,661,413.92   iFT  0.99999168   -0 03 55.0
 QK0592;UTM  16      - 5,059,758.808   697,939.381   MT  1.00008172   +1 49 04.7
 QK0592
 QK0592                          SUPERSEDED SURVEY CONTROL
 QK0592
 QK0592  NAD 83(1986)-  45 39 47.21190(N)    084 27 32.64785(W) AD(       ) 4
 QK0592  NAD 27      -  45 39 47.16700(N)    084 27 32.52000(W) AD(       ) 3
 QK0592
 QK0592.Superseded values are not recommended for survey control.
 QK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0592.See file dsdata.txt to determine how the superseded data were derived.
 QK0592
 QK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9793959759(NAD 83)
 QK0592
 QK0592  HISTORY     - Date     Condition        Report By
 QK0592  HISTORY     - 1956     MONUMENTED       CGS
 QK0592  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QK0592
 QK0592                          STATION DESCRIPTION
 QK0592
 QK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0592'THE STATION IS AT THE NORTH SHORE OF CHEBOYGAN ON THE WEST
 QK0592'SIDE OF THE
 QK0592'DREDGED ENTRANCE TO THE CHEBOYGAN RIVER.  THE LIGHT IS DESCRIBED IN
 QK0592'THE GREAT LAKES COAST GUARD
 QK0592'LIGHT LIST AS NO. 827.
 QK0592'
 QK0592'THE STATION WAS NOT VISITED BY THIS PARTY.
 QK0592'
 QK0592'DESCRIBED BY J.A. NELSON.
 QK0592
 QK0592                          STATION RECOVERY (1977)
 QK0592
 QK0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0592'THE WHOLE LIGHT INCLUDING THE FOUNDATION APPEARS TO HAVE BEEN
 QK0592'UNDERMINED AND IS OBVIOUSLY LEANING.  THE STATION SHOULD NOT BE
 QK0592'USED WITHOUT VERIFYING ITS POSITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0586 ***********************************************************************
 QK0586  DESIGNATION -  CHEBOYGAN MUNICIPAL TANK
 QK0586  PID         -  QK0586
 QK0586  STATE/COUNTY-  MI/CHEBOYGAN
 QK0586  USGS QUAD   -  
 QK0586
 QK0586                         *CURRENT SURVEY CONTROL
 QK0586  ___________________________________________________________________
 QK0586* NAD 83(1994)-  45 39 03.64685(N)    084 28 23.57351(W)     ADJUSTED  
 QK0586* NAVD 88     -                                                        
 QK0586  ___________________________________________________________________
 QK0586  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 QK0586  GEOID HEIGHT-         -35.94  (meters)                     GEOID03
 QK0586
 QK0586  HORZ ORDER  -  THIRD
 QK0586
 QK0586.The horizontal coordinates were established by classical geodetic methods
 QK0586.and adjusted by the National Geodetic Survey in February 1997..
 QK0586
 QK0586
 QK0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0586
 QK0586.The geoid height was determined by GEOID03.
 QK0586
 QK0586;                    North         East     Units Scale Factor Converg.
 QK0586;SPC MI C     -   259,405.366 5,991,694.783   MT  0.99998904   -0 04 31.0
 QK0586;SPC MI C     -   851,067.47 19,657,791.28   iFT  0.99998904   -0 04 31.0
 QK0586;UTM  16      - 5,058,379.258   696,879.860   MT  1.00007657   +1 48 26.9
 QK0586
 QK0586                          SUPERSEDED SURVEY CONTROL
 QK0586
 QK0586  NAD 83(1986)-  45 39 03.63930(N)    084 28 23.57353(W) AD(       ) 4
 QK0586  NAD 27      -  45 39 03.59500(N)    084 28 23.44400(W) AD(       ) 3
 QK0586
 QK0586.Superseded values are not recommended for survey control.
 QK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0586.See file dsdata.txt to determine how the superseded data were derived.
 QK0586
 QK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9688058379(NAD 83)
 QK0586
 QK0586  HISTORY     - Date     Condition        Report By
 QK0586  HISTORY     - 1956     MONUMENTED       CGS
 QK0586  HISTORY     - 1977     GOOD             NGS
 QK0586  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 QK0586
 QK0586                          STATION DESCRIPTION
 QK0586
 QK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0586'THE STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER
 QK0586'TANK LOCATED ON
 QK0586'THE NORTHWEST SIDE OF HURON STREET IN THE NORTH EDGE OF CHEBOYGAN.
 QK0586'IT IS A STEEL TANK SUPPORTED BY A
 QK0586'SIX LEGGED STEEL STRUCTURE AND IS PAINTED SILVER.  THE
 QK0586'HEIGHT IS ABOUT 135 FEET.
 QK0586'
 QK0586'DESCRIBED BY J.L. COOK.
 QK0586
 QK0586                          STATION RECOVERY (1977)
 QK0586
 QK0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0586'RECOVERED AS DESCRIBED.
 QK0586
 QK0586                          STATION RECOVERY (2004)
 QK0586
 QK0586'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0586'THERE IS NO WATER TANK IN THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0582 ***********************************************************************
 QK0582  DESIGNATION -  CHEBOYGAN OLD TANNERY STACK
 QK0582  PID         -  QK0582
 QK0582  STATE/COUNTY-  MI/CHEBOYGAN
 QK0582  USGS QUAD   -  AFTON (1986)
 QK0582
 QK0582                         *CURRENT SURVEY CONTROL
 QK0582  ___________________________________________________________________
 QK0582* NAD 83(1994)-  45 37 06.13106(N)    084 28 33.79245(W)     ADJUSTED  
 QK0582* NAVD 88     -                                                        
 QK0582  ___________________________________________________________________
 QK0582  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 QK0582  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0582
 QK0582  HORZ ORDER  -  THIRD
 QK0582
 QK0582.The horizontal coordinates were established by classical geodetic methods
 QK0582.and adjusted by the National Geodetic Survey in February 1997..
 QK0582
 QK0582
 QK0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0582
 QK0582.The geoid height was determined by GEOID03.
 QK0582
 QK0582;                    North         East     Units Scale Factor Converg.
 QK0582;SPC MI C     -   255,777.606 5,991,468.628   MT  0.99998215   -0 04 38.2
 QK0582;SPC MI C     -   839,165.37 19,657,049.30   iFT  0.99998215   -0 04 38.2
 QK0582;UTM  16      - 5,054,745.698   696,772.971   MT  1.00007606   +1 48 16.0
 QK0582
 QK0582                          SUPERSEDED SURVEY CONTROL
 QK0582
 QK0582  NAD 83(1986)-  45 37 06.12363(N)    084 28 33.79265(W) AD(       ) 4
 QK0582  NAD 27      -  45 37 06.08000(N)    084 28 33.66300(W) AD(       ) 3
 QK0582
 QK0582.Superseded values are not recommended for survey control.
 QK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0582.See file dsdata.txt to determine how the superseded data were derived.
 QK0582
 QK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9677354746(NAD 83)
 QK0582
 QK0582  HISTORY     - Date     Condition        Report By
 QK0582  HISTORY     - 1956     MONUMENTED       CGS
 QK0582
 QK0582                          STATION DESCRIPTION
 QK0582
 QK0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0582'THE STATION IS THE CENTER OF THE TOP OF A STACK LOCATED ON THE
 QK0582'SOUTHEAST SIDE OF
 QK0582'U.S. HIGHWAY 27 ABOUT 1-1/2 MILES SOUTH OF CHEBOYGAN.  THE STACK
 QK0582'STANDS IN AN OPEN FIELD BETWEEN THE
 QK0582'HIGHWAY AND THE BLACK RIVER AT THE FORMER SITE OF A TANNERY.
 QK0582'ALL OF THE BUILDINGS HAVE BEEN TORN DOWN.  IT
 QK0582'IS A ROUND, MULTI-COLORED BRICK STRUCTURE
 QK0582'ABOUT 150 FEET HIGH.
 QK0582'
 QK0582'TO REACH THE STATION FROM THE COURTHOUSE IN CHEBOYGAN, GO SOUTH ON
 QK0582'SOUTH MAIN STREET (U.S.
 QK0582'HIGHWAY 27) FOR 1.6 MILES TO THE STACK ON THE LEFT.
 QK0582'
 QK0582'DESCRIBED BY J.L. COOK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0589 ***********************************************************************
 QK0589  DESIGNATION -  CHEBOYGAN PT LIGHTHOUSE USLS
 QK0589  PID         -  QK0589
 QK0589  STATE/COUNTY-  MI/CHEBOYGAN
 QK0589  USGS QUAD   -  
 QK0589
 QK0589                         *CURRENT SURVEY CONTROL
 QK0589  ___________________________________________________________________
 QK0589* NAD 83(1994)-  45 40 08.47726(N)    084 25 11.43724(W)     ADJUSTED  
 QK0589* NAVD 88     -                                                        
 QK0589  ___________________________________________________________________
 QK0589  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 QK0589  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 QK0589
 QK0589  HORZ ORDER  -  THIRD
 QK0589
 QK0589.The horizontal coordinates were established by classical geodetic methods
 QK0589.and adjusted by the National Geodetic Survey in February 1997..
 QK0589
 QK0589
 QK0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0589
 QK0589.The geoid height was determined by GEOID03.
 QK0589
 QK0589;                    North         East     Units Scale Factor Converg.
 QK0589;SPC MI C     -   261,402.794 5,995,856.271   MT  0.99999298   -0 02 15.2
 QK0589;SPC MI C     -   857,620.72 19,671,444.46   iFT  0.99999298   -0 02 15.2
 QK0589;UTM  16      - 5,060,512.571   700,973.849   MT  1.00009660   +1 50 46.5
 QK0589
 QK0589:                Primary Azimuth Mark                     Grid Az
 QK0589:SPC MI C     -  57 USLS 1907                             000 23 48.9
 QK0589:UTM  16      -  57 USLS 1907                             358 30 47.2
 QK0589
 QK0589|---------------------------------------------------------------------|
 QK0589| PID    Reference Object                     Distance      Geod. Az  |
 QK0589|                                                           dddmmss.s |
 QK0589| QK0594 57 USLS 1907                        APPROX. 5.7 KM 0002133.7 |
 QK0589| QK0591 64 USLS 1907                        APPROX. 6.1 KM 2735617.8 |
 QK0589|---------------------------------------------------------------------|
 QK0589
 QK0589                          SUPERSEDED SURVEY CONTROL
 QK0589
 QK0589  NAD 83(1986)-  45 40 08.46872(N)    084 25 11.43595(W) AD(       ) 4
 QK0589  NAD 27      -  45 40 08.43000(N)    084 25 11.34000(W) AD(       ) 3
 QK0589
 QK0589.Superseded values are not recommended for survey control.
 QK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0589.See file dsdata.txt to determine how the superseded data were derived.
 QK0589
 QK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0097460513(NAD 83)
 QK0589
 QK0589  HISTORY     - Date     Condition        Report By
 QK0589  HISTORY     - 1907     MONUMENTED       USLS
 QK0589
 QK0589                          STATION DESCRIPTION
 QK0589
 QK0589'DESCRIBED BY US LAKE SURVEY 1907
 QK0589'CENTER OF LANTERN HOUSE OF CHEBOYGAN POINT LIGHTHOUSE ON
 QK0589'CHEBOYGAN POINT,
 QK0589'ON SOUTH SIDE OF STRAIGHTS OF MACKINAC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0584 ***********************************************************************
 QK0584  DESIGNATION -  CHEBOYGAN RADIO KQA 291 MAST
 QK0584  PID         -  QK0584
 QK0584  STATE/COUNTY-  MI/CHEBOYGAN
 QK0584  USGS QUAD   -  
 QK0584
 QK0584                         *CURRENT SURVEY CONTROL
 QK0584  ___________________________________________________________________
 QK0584* NAD 83(1994)-  45 37 34.79823(N)    084 28 45.87179(W)     ADJUSTED  
 QK0584* NAVD 88     -                                                        
 QK0584  ___________________________________________________________________
 QK0584  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 QK0584  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0584
 QK0584  HORZ ORDER  -  THIRD
 QK0584
 QK0584.The horizontal coordinates were established by classical geodetic methods
 QK0584.and adjusted by the National Geodetic Survey in February 1997..
 QK0584
 QK0584
 QK0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0584
 QK0584.The geoid height was determined by GEOID03.
 QK0584
 QK0584;                    North         East     Units Scale Factor Converg.
 QK0584;SPC MI C     -   256,662.999 5,991,208.164   MT  0.99998380   -0 04 46.7
 QK0584;SPC MI C     -   842,070.21 19,656,194.76   iFT  0.99998380   -0 04 46.7
 QK0584;UTM  16      - 5,055,622.141   696,483.546   MT  1.00007466   +1 48 08.2
 QK0584
 QK0584                          SUPERSEDED SURVEY CONTROL
 QK0584
 QK0584  NAD 83(1986)-  45 37 34.79078(N)    084 28 45.87193(W) AD(       ) 4
 QK0584  NAD 27      -  45 37 34.74900(N)    084 28 45.74100(W) AD(       ) 3
 QK0584
 QK0584.Superseded values are not recommended for survey control.
 QK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0584.See file dsdata.txt to determine how the superseded data were derived.
 QK0584
 QK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9648455622(NAD 83)
 QK0584
 QK0584  HISTORY     - Date     Condition        Report By
 QK0584  HISTORY     - 1956     MONUMENTED       CGS
 QK0584  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 QK0584
 QK0584                          STATION DESCRIPTION
 QK0584
 QK0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0584'THE STATION IS THE CENTER OF THE TOP OF THE RADIO MAST OF
 QK0584'DISTRICT NO. 7,
 QK0584'MICHIGAN STATE POLICE LOCATED ON THE NORTHWEST SIDE OF U.S. HIGHWAY
 QK0584'27 AT THE SOUTHWEST EDGE OF
 QK0584'CHEBOYGAN.  IT IS A UNIFORM, CROSS-SECTION STEEL STRUCTURE
 QK0584'SUPPORTED BY GUY WIRES AND IS PAINTED IN
 QK0584'ALTERNATE SECTIONS OF ORANGE AND WHITE.  THE
 QK0584'HEIGHT IS 195 FEET.
 QK0584'
 QK0584'TO REACH THE STATION FROM THE COURTHOUSE IN CHEBOYGAN, GO SOUTH ON
 QK0584'SOUTH MAIN STREET (U.S.
 QK0584'HIGHWAY 27) FOR 1.0 MILE TO THE MAST ON THE RIGHT.
 QK0584'
 QK0584'DESCRIBED BY J.L. COOK
 QK0584
 QK0584                          STATION RECOVERY (2004)
 QK0584
 QK0584'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0584'NO RADIO MAST BY THE POLICE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0593 ***********************************************************************
 QK0593  DESIGNATION -  CHEBOYGAN RADIO WCBY MAST
 QK0593  PID         -  QK0593
 QK0593  STATE/COUNTY-  MI/CHEBOYGAN
 QK0593  USGS QUAD   -  
 QK0593
 QK0593                         *CURRENT SURVEY CONTROL
 QK0593  ___________________________________________________________________
 QK0593* NAD 83(1994)-  45 39 30.21844(N)    084 29 24.00942(W)     ADJUSTED  
 QK0593* NAVD 88     -                                                        
 QK0593  ___________________________________________________________________
 QK0593  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 QK0593  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0593
 QK0593  HORZ ORDER  -  THIRD
 QK0593
 QK0593.The horizontal coordinates were established by classical geodetic methods
 QK0593.and adjusted by the National Geodetic Survey in February 1997..
 QK0593
 QK0593
 QK0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0593
 QK0593.The geoid height was determined by GEOID03.
 QK0593
 QK0593;                    North         East     Units Scale Factor Converg.
 QK0593;SPC MI C     -   260,227.569 5,990,387.460   MT  0.99999064   -0 05 13.7
 QK0593;SPC MI C     -   853,764.99 19,653,502.17   iFT  0.99999064   -0 05 13.7
 QK0593;UTM  16      - 5,059,158.130   695,546.118   MT  1.00007014   +1 47 44.4
 QK0593
 QK0593                          SUPERSEDED SURVEY CONTROL
 QK0593
 QK0593  NAD 83(1986)-  45 39 30.21125(N)    084 29 24.00957(W) AD(       ) 4
 QK0593  NAD 27      -  45 39 30.16700(N)    084 29 23.87600(W) AD(       ) 3
 QK0593
 QK0593.Superseded values are not recommended for survey control.
 QK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0593.See file dsdata.txt to determine how the superseded data were derived.
 QK0593
 QK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9554659158(NAD 83)
 QK0593
 QK0593  HISTORY     - Date     Condition        Report By
 QK0593  HISTORY     - 1956     MONUMENTED       CGS
 QK0593  HISTORY     - 1977     GOOD             NGS
 QK0593
 QK0593                          STATION DESCRIPTION
 QK0593
 QK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0593'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 QK0593'STATION WCBY
 QK0593'LOCATED ON THE NORTH SIDE OF MACKINAW AVENUE IN THE NORTHWEST EDGE OF
 QK0593'CHEBOYGAN.  IT IS A UNIFORM,
 QK0593'CROSS-SECTION STEEL STRUCTURE SUPPORTED BY GUY WIRES
 QK0593'AND IS PAINTED IN ALTERNATE SECTIONS OF ORANGE
 QK0593'AND WHITE.  THE HEIGHT IS 153 FEET.
 QK0593'
 QK0593'DESCRIBED BY J.L. COOK
 QK0593
 QK0593                          STATION RECOVERY (1977)
 QK0593
 QK0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0593'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0559 ***********************************************************************
 OJ0559  DESIGNATION -  CHEBOYGANING
 OJ0559  PID         -  OJ0559
 OJ0559  STATE/COUNTY-  MI/BAY
 OJ0559  USGS QUAD   -  BAY CITY (1973)
 OJ0559
 OJ0559                         *CURRENT SURVEY CONTROL
 OJ0559  ___________________________________________________________________
 OJ0559* NAD 83(1986)-  43 32 00.     (N)    083 52 54.     (W)     SCALED    
 OJ0559* NAVD 88     -       180.084  (meters)     590.83   (feet)  ADJUSTED  
 OJ0559  ___________________________________________________________________
 OJ0559  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0559  DYNAMIC HT  -         180.048 (meters)     590.71  (feet)  COMP
 OJ0559  MODELED GRAV-     980,415.6   (mgal)                       NAVD 88
 OJ0559
 OJ0559  VERT ORDER  -  FIRST     CLASS 0
 OJ0559
 OJ0559.The horizontal coordinates were scaled from a topographic map and have
 OJ0559.an estimated accuracy of +/- 6 seconds.
 OJ0559
 OJ0559.The orthometric height was determined by differential leveling
 OJ0559.and adjusted by the National Geodetic Survey in June 1991..
 OJ0559
 OJ0559.The geoid height was determined by GEOID03.
 OJ0559
 OJ0559.The dynamic height is computed by dividing the NAVD 88
 OJ0559.geopotential number by the normal gravity value computed on the
 OJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0559.degrees latitude (g = 980.6199 gals.).
 OJ0559
 OJ0559.The modeled gravity was interpolated from observed gravity values.
 OJ0559
 OJ0559;                    North         East    Units  Estimated Accuracy
 OJ0559;SPC MI S     -   225,980.    4,039,200.      MT  (+/- 180 meters Scaled)
 OJ0559
 OJ0559                          SUPERSEDED SURVEY CONTROL
 OJ0559
 OJ0559  NGVD 29 (??/??/92)  180.230  (m)          591.30   (f) ADJ UNCH    1 0
 OJ0559
 OJ0559.Superseded values are not recommended for survey control.
 OJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0559.See file dsdata.txt to determine how the superseded data were derived.
 OJ0559
 OJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ671240(NAD 83)
 OJ0559_MARKER: DD = SURVEY DISK
 OJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0559_SP_SET: CONCRETE POST
 OJ0559_PROJECTION: FLUSH
 OJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0559+STABILITY: SURFACE MOTION
 OJ0559
 OJ0559  HISTORY     - Date     Condition        Report By
 OJ0559  HISTORY     - 1973     MONUMENTED       NOS
 OJ0559  HISTORY     - 1976     GOOD             NOS
 OJ0559  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ0559
 OJ0559                          STATION DESCRIPTION
 OJ0559
 OJ0559'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0559'1.9 MI SOUTH FROM BAY.
 OJ0559'1.9 MILES SOUTH ALONG HIGHWAY M13 FROM THE INTERSECTION OF MCGRAW ST.
 OJ0559'AT THE SOUTH END OF BAY CITY, NEAR THE NORTHWEST CORNER OF BRIDGE
 OJ0559'ABUTMENT OVER THE CHEBOYGANING CREEK, 33.0 FT. WEST CENTERLINE OF
 OJ0559'HIGHWAY, 28.4 FT. NORTH OF NORTHWEST CORNER OF BRIDGE ABUTMENT, BEING
 OJ0559'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO A CONCRETE
 OJ0559'MONUMENT FLUSH WITH THE GROUND SURFACE.
 OJ0559
 OJ0559                          STATION RECOVERY (1997)
 OJ0559
 OJ0559'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0559'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0113 ***********************************************************************
 PK0113  DESIGNATION -  CHECK POINT
 PK0113  PID         -  PK0113
 PK0113  STATE/COUNTY-  MI/HURON
 PK0113  USGS QUAD   -  PORT AUSTIN WEST (1970)
 PK0113
 PK0113                         *CURRENT SURVEY CONTROL
 PK0113  ___________________________________________________________________
 PK0113* NAD 83(1986)-  44 03 00.     (N)    083 00 00.     (W)     SCALED    
 PK0113* NAVD 88     -       177.633  (meters)     582.78   (feet)  ADJUSTED  
 PK0113  ___________________________________________________________________
 PK0113  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0113  DYNAMIC HT  -         177.608 (meters)     582.70  (feet)  COMP
 PK0113  MODELED GRAV-     980,472.6   (mgal)                       NAVD 88
 PK0113
 PK0113  VERT ORDER  -  FIRST     CLASS 0
 PK0113
 PK0113.The horizontal coordinates were scaled from a topographic map and have
 PK0113.an estimated accuracy of +/- 6 seconds.
 PK0113
 PK0113.The orthometric height was determined by differential leveling
 PK0113.and adjusted by the National Geodetic Survey in June 1991..
 PK0113
 PK0113.The geoid height was determined by GEOID03.
 PK0113
 PK0113.The dynamic height is computed by dividing the NAVD 88
 PK0113.geopotential number by the normal gravity value computed on the
 PK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0113.degrees latitude (g = 980.6199 gals.).
 PK0113
 PK0113.The modeled gravity was interpolated from observed gravity values.
 PK0113
 PK0113;                    North         East    Units  Estimated Accuracy
 PK0113;SPC MI S     -   284,160.    4,109,530.      MT  (+/- 180 meters Scaled)
 PK0113
 PK0113                          SUPERSEDED SURVEY CONTROL
 PK0113
 PK0113  NGVD 29 (??/??/92)  177.773  (m)          583.24   (f) ADJ UNCH    1 0
 PK0113
 PK0113.Superseded values are not recommended for survey control.
 PK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0113.See file dsdata.txt to determine how the superseded data were derived.
 PK0113
 PK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ397793(NAD 83)
 PK0113_MARKER: B = BOLT
 PK0113_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 PK0113_SP_SET: UNSPECIFIED ROCK
 PK0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0113
 PK0113  HISTORY     - Date     Condition        Report By
 PK0113  HISTORY     - 1875     MONUMENTED       RBNF
 PK0113  HISTORY     - 1976     GOOD             NOS
 PK0113
 PK0113                          STATION DESCRIPTION
 PK0113
 PK0113'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0113'IN PORT AUSTIN.
 PK0113'0.4 MILE WEST OF THE PORT AUSTIN ENTRANCE PIER, JUST EAST OF A SMALL
 PK0113'ROCK ISLAND, NEAR THE EXTREME NORTH END OF ROCK FACE OF KIMBALL POINT
 PK0113'MCCOY, 1/2 FOOT BELOW ROCK SURFACE, BEING HIGHEST POINT ON TOP OF A
 PK0113'1/2 INCH IRON BOLT LEADED HORIZONTALLY INTO THE VERTICAL ROCK FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0970 ***********************************************************************
 OJ0970  DESIGNATION -  CHENEY
 OJ0970  PID         -  OJ0970
 OJ0970  STATE/COUNTY-  MI/LAPEER
 OJ0970  USGS QUAD   -  NORTH BRANCH (1963)
 OJ0970
 OJ0970                         *CURRENT SURVEY CONTROL
 OJ0970  ___________________________________________________________________
 OJ0970* NAD 83(1994)-  43 07 58.93325(N)    083 11 59.07713(W)     ADJUSTED  
 OJ0970* NAVD 88     -       317.     (meters)    1040.     (feet)  SCALED    
 OJ0970  ___________________________________________________________________
 OJ0970  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 OJ0970  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 OJ0970
 OJ0970  HORZ ORDER  -  FIRST
 OJ0970
 OJ0970.The horizontal coordinates were established by classical geodetic methods
 OJ0970.and adjusted by the National Geodetic Survey in February 1997..
 OJ0970
 OJ0970.The orthometric height was scaled from a topographic map.
 OJ0970
 OJ0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0970
 OJ0970.The geoid height was determined by GEOID03.
 OJ0970
 OJ0970;                    North         East     Units Scale Factor Converg.
 OJ0970;SPC MI S     -   182,052.796 4,094,935.494   MT  0.99991623   +0 47 38.9
 OJ0970;SPC MI S     -   597,286.08 13,434,827.74   iFT  0.99991623   +0 47 38.9
 OJ0970;UTM  17      - 4,777,937.241   321,086.898   MT  0.99999379   -1 30 15.7
 OJ0970
 OJ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0970!SPC MI S     -   0.99995570  x   0.99991623  =   0.99987193
 OJ0970!UTM  17      -   0.99995570  x   0.99999379  =   0.99994949
 OJ0970
 OJ0970:                Primary Azimuth Mark                     Grid Az
 OJ0970:SPC MI S     -  NORTH BRANCH MUNICIPAL TANK              004 57 53.3
 OJ0970:UTM  17      -  NORTH BRANCH MUNICIPAL TANK              007 15 47.9
 OJ0970
 OJ0970|---------------------------------------------------------------------|
 OJ0970| PID    Reference Object                     Distance      Geod. Az  |
 OJ0970|                                                           dddmmss.s |
 OJ0970| OJ0969 NORTH BRANCH MUNICIPAL TANK         APPROX.10.8 KM 0054532.2 |
 OJ0970| CH0892 CHENEY RM 1                          32.367 METERS 07509     |
 OJ0970| CH0891 CHENEY AZ MK                                       1920127.4 |
 OJ0970| CH0893 CHENEY RM 2                          31.154 METERS 30955     |
 OJ0970|---------------------------------------------------------------------|
 OJ0970
 OJ0970                          SUPERSEDED SURVEY CONTROL
 OJ0970
 OJ0970  NAD 83(1986)-  43 07 58.93024(N)    083 11 59.10903(W) AD(       ) 1
 OJ0970  NAD 27      -  43 07 58.83052(N)    083 11 59.31537(W) AD(       ) 1
 OJ0970
 OJ0970.Superseded values are not recommended for survey control.
 OJ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0970.See file dsdata.txt to determine how the superseded data were derived.
 OJ0970
 OJ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2108777937(NAD 83)
 OJ0970_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0970
 OJ0970  HISTORY     - Date     Condition        Report By
 OJ0970  HISTORY     - 1943     MONUMENTED       CGS
 OJ0970  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OJ0970
 OJ0970                          STATION DESCRIPTION
 OJ0970
 OJ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0970'THE STATION IS LOCATED ABOUT 7 MILES NE OF LAPEER, ON THE SUMMIT OF A
 OJ0970'WOODED HILL THAT IS OWNED BY
 OJ0970'MRS. DORA CHENEY.  IT IS 24.5 FEET W OF A TRIANGULAR-
 OJ0970'BLAZED 8-INCH OAK TREE, 21.2 FEET
 OJ0970'SE OF A TRIANGULAR-BLAZED
 OJ0970'10-INCH OAK TREE, AND 2.7 FEET W OF A REFERENCE
 OJ0970'POST.  THE DISK
 OJ0970'IS STAMPED CHENEY 1943.
 OJ0970'
 OJ0970'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ0970'DISKS SET IN
 OJ0970'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ0970'
 OJ0970'REFERENCE MARK 1 IS 106.19 FEET NE OF THE STATION, 7 FEET W
 OJ0970'OF A
 OJ0970'TRIANGULAR-BLAZED 8-INCH OAK TREE.  THE MARK IS ABOUT 6 FEET
 OJ0970'LOWER IN ELEVATION THAN
 OJ0970'THE STATION MARK.  STAMPED CHENEY NO 1
 OJ0970'1943.
 OJ0970'
 OJ0970'REFERENCE MARK 2 IS 102.21 FEET NW OF THE STATION, 8 FEET W
 OJ0970'OF A
 OJ0970'TRIANGULAR-BLAZED 6-INCH ASPEN TREE.  IT IS ABOUT 6 FEET
 OJ0970'LOWER IN ELEVATION THAN
 OJ0970'THE STATION MARK.  STAMPED CHENEY NO 2
 OJ0970'1943.
 OJ0970'
 OJ0970'THE AZIMUTH MARK IS 0.4 MILE S OF THE STATION, 43.6 FEET E
 OJ0970'OF THE SW CORNER
 OJ0970'FENCEPOST OF A CULTIVATED FIELD, 27 FEET N OF
 OJ0970'THE CENTER LINE OF A GRADED DIRT
 OJ0970'ROAD, 2.8 FEET N OF A REFERENCE
 OJ0970'POST, 1.8 FEET S OF AN E-W FENCELINE.  STAMPED
 OJ0970'CHENEY 1943.
 OJ0970'
 OJ0970'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO N ON
 OJ0970'STATE HIGHWAY 24
 OJ0970'FOR 6.8 MILES TO THE NORWAY LAKE ROAD, HERE TURN
 OJ0970'RIGHT AND GO 2.0 MILES, THENCE
 OJ0970'RIGHT ON SCHOLTZ ROAD FOR 0.5 MILE,
 OJ0970'THENCE E ON KINGS MILL ROAD FOR 3.45 MILES TO
 OJ0970'CEDAR LAKE ROAD,
 OJ0970'GO (R) 0.65 MILE TO A WIRE GATE ON THE LEFT.* PASS THROUGH GATE
 OJ0970'AND MEANDER
 OJ0970'ENE ON WOODS ROAD FOR 0.15 MILE TO THE SUMMIT OF THE
 OJ0970'HILL AND STATION AS DESCRIBED.
 OJ0970'
 OJ0970'*TO REACH THE AZIMUTH MARK FROM THE WIRE GATE ON CEDAR LAKE
 OJ0970'ROAD, GO S ON
 OJ0970'CEDAR LAKE ROAD FOR 0.4 MILE TO A SHARP LEFT TURN
 OJ0970'AND MARK AS DESCRIBED.
 OJ0970'
 OJ0970'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION AND A
 OJ0970'64-FOOT TOWER IS NEEDED.
 OJ0970'
 OJ0970'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 OJ0970
 OJ0970                          STATION RECOVERY (1957)
 OJ0970
 OJ0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OJ0970'THE STATION MARK, REFERENCE MARKS 1
 OJ0970'AND 2, AND THE
 OJ0970'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OJ0970'THE DISTANCES TO REFERENCE MARKS
 OJ0970'1 AND 2 CHECKED.  THE
 OJ0970'DIRECTION WAS TAKEN BETWEEN REFERENCE MARKS 1 AND 2
 OJ0970'SINCE THEY
 OJ0970'COULD NOT BE SEEN FROM THE TOP OF THE TOWER AS THERE ARE A NUMBER
 OJ0970'OF TREE TOPS ON
 OJ0970'LINE, A DIFFERENCE OF 12 SECONDS WAS FOUND BETWEEN
 OJ0970'REFERENCE MARKS 1 AND 2.  THE
 OJ0970'AZIMUTH MARK WOULD NOT SEE FROM THE
 OJ0970'GROUND DUE TO THICK GROWTH OF TREES ON THE LINE,
 OJ0970'A DIFFERENCE OF
 OJ0970'0.7 SECONDS WAS FOUND IN THE DIRECTION TO THE AZIMUTH MARK.
 OJ0970'
 OJ0970'A COMPLETE NEW DESCRIPTION FOLLOWS-
 OJ0970'
 OJ0970'THE STATION IS LOCATED ABOUT 7 MI. NE OF LAPEER, AND ABOUT
 OJ0970'2 MI. SW OF KINGS
 OJ0970'MILL (ON THE HIGHEST POINT OF A HEAVILY WOODED
 OJ0970'HILL), ON THE PROPERTY OF MRS. DORA
 OJ0970'CHENEY.  THE MARK IS 21 FT.
 OJ0970'S OF A 12-IN. OAK TREE WITH A TRIANGLE BLAZE ON THE W
 OJ0970'SIDE, AND 3
 OJ0970'FT. W OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2 IN., AND
 OJ0970'THE DISK IS
 OJ0970'STAMPED CHENEY 1943 (NOTES 1A AND 7A).
 OJ0970'
 OJ0970'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21
 OJ0970'AND 24 IN LAPEER,
 OJ0970'GO N ON STATE HIGHWAY 24 (MAIN STREET) FOR 2.65
 OJ0970'MI. TO A SIDE ROAD RIGHT (DALEY
 OJ0970'ROAD).  TURN RIGHT AND GO E ON
 OJ0970'DALEY ROAD FOR 3.0 MI. TO A CROSSROAD.  TURN LEFT
 OJ0970'AND GO N ON
 OJ0970'FISH LAKE ROAD FOR 3.5 MI. TO ANOTHER CROSSROAD.  TURN RIGHT AND
 OJ0970'GO E ON KINGS
 OJ0970'MILL ROAD FOR 1.0 MI. TO A CROSSROAD.  CONTINUE E
 OJ0970'ON KINGS MILL ROAD FOR 1.5 MI.
 OJ0970'TO A SIDE ROAD RIGHT.  TURN RIGHT
 OJ0970'ON CEDAR LAKE ROAD AND GO S FOR 0.65 MI. TO A
 OJ0970'10-IN. OAK TREE WITH
 OJ0970'A TRIANGLE BLAZE ON ITS N SIDE.
 OJ0970'
 OJ0970'(*) TURN LEFT LEAVING THE ROAD, GO E (PICKING WAY AROUND
 OJ0970'TREES) FOR ABOUT
 OJ0970'0.2 MI. TO THE HIGHEST POINT OF A HILL AND THE
 OJ0970'STATION AS DESCRIBED.
 OJ0970'
 OJ0970'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE S ON
 OJ0970'CEDAR LAKE ROAD
 OJ0970'FOR 0.35 MI. TO THE JUNCTION WITH BIRCH LAKE ROAD
 OJ0970'AND THE AZIMUTH MARK ON THE LEFT
 OJ0970'AS DESCRIBED.
 OJ0970'
 OJ0970'REFERENCE MARK 1 IS 102 FT. E OF A WHITE WITNESS POST, 19 FT.
 OJ0970'N OF A TWIN 18-IN.
 OJ0970'OAK TREE, 7 FT. W OF A 10-IN. OAK TREE.  THE
 OJ0970'MONUMENT PROJECTS 3 IN., AND THE DISK
 OJ0970'IS STAMPED CHENEY NO 1 1943
 OJ0970'(NOTE 11A).
 OJ0970'
 OJ0970'REFERENCE MARK 2 IS 102 FT. NW OF A WHITE WITNESS POST, 8 FT.
 OJ0970'N OF A 12-IN. OAK
 OJ0970'TREE, AND 8 FT. N OF A 10-IN. ASPIN TREE WITH
 OJ0970'A TRIANGLE BLAZE ON THE W SIDE.  THE
 OJ0970'MONUMENT PROJECTS 4 IN., AND
 OJ0970'THE DISK IS STAMPED CHENEY NO 2 1943 (NOTE 11A).
 OJ0970'
 OJ0970'THE AZIMUTH MARK IS 69 FT. E OF THE CENTERLINE OF CEDAR LAKE
 OJ0970'ROAD, 27 FT. N OF
 OJ0970'THE CENTERLINE OF BIRCH LAKE ROAD, 46 FT. E OF
 OJ0970'A FENCE CORNER, 2 FT. N OF A FENCE,
 OJ0970'AND 3 FT. NE OF A WHITE WITNESS
 OJ0970'POST.  THE MONUMENT PROJECTS 4 IN., AND THE DISK IS
 OJ0970'STAMPED
 OJ0970'CHENEY 1943 (NOTE 16A).
 OJ0970'
 OJ0970'HEIGHT OF LIGHT ABOVE STATION MARK - 25 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0486 ***********************************************************************
 PL0486  DESIGNATION -  CHENEY
 PL0486  PID         -  PL0486
 PL0486  STATE/COUNTY-  MI/CRAWFORD
 PL0486  USGS QUAD   -  PERE CHENEY (1951)
 PL0486
 PL0486                         *CURRENT SURVEY CONTROL
 PL0486  ___________________________________________________________________
 PL0486* NAD 83(1994)-  44 34 21.31049(N)    084 41 22.38293(W)     ADJUSTED  
 PL0486* NAVD 88     -       453.3    (meters)    1487.     (feet)  VERTCON   
 PL0486  ___________________________________________________________________
 PL0486  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 PL0486  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 PL0486
 PL0486  HORZ ORDER  -  SECOND
 PL0486
 PL0486.The horizontal coordinates were established by classical geodetic methods
 PL0486.and adjusted by the National Geodetic Survey in February 1997..
 PL0486
 PL0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0486
 PL0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0486
 PL0486.The geoid height was determined by GEOID03.
 PL0486
 PL0486;                    North         East     Units Scale Factor Converg.
 PL0486;SPC MI C     -   139,609.294 5,974,354.818   MT  0.99993353   -0 13 41.1
 PL0486;SPC MI C     -   458,035.74 19,600,901.63   iFT  0.99993353   -0 13 41.1
 PL0486;UTM  16      - 4,938,068.490   683,448.294   MT  1.00001387   +1 37 19.0
 PL0486
 PL0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0486!SPC MI C     -   0.99993432  x   0.99993353  =   0.99986786
 PL0486!UTM  16      -   0.99993432  x   1.00001387  =   0.99994819
 PL0486
 PL0486|---------------------------------------------------------------------|
 PL0486| PID    Reference Object                     Distance      Geod. Az  |
 PL0486|                                                           dddmmss.s |
 PL0486| CH0995 CHENEY RM 1 RESET                    23.759 METERS 04513     |
 PL0486| CH0994 CHENEY RM 1                          23.750 METERS 04515     |
 PL0486| CH0996 CHENEY RM 2                          24.582 METERS 11539     |
 PL0486| PL0487 CHENEY 1932 RM 2 1976                24.575 METERS 11539     |
 PL0486| CH0992 CHENEY AZ MK                                       3080648.5 |
 PL0486| CH0993 CHENEY AZ MK 2                                     3081648.7 |
 PL0486| PL0489 GRAYLING MUNICIPAL TANK             APPROX.10.0 KM 3485023.4 |
 PL0486|---------------------------------------------------------------------|
 PL0486
 PL0486                          SUPERSEDED SURVEY CONTROL
 PL0486
 PL0486  NAD 83(1986)-  44 34 21.30496(N)    084 41 22.38738(W) AD(       ) 2
 PL0486  NAD 27      -  44 34 21.24627(N)    084 41 22.29118(W) AD(       ) 2
 PL0486  NGVD 29 (07/19/86)  453.4    (m)         1488.     (f) VERT ANG       
 PL0486
 PL0486.Superseded values are not recommended for survey control.
 PL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0486.See file dsdata.txt to determine how the superseded data were derived.
 PL0486
 PL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8344838068(NAD 83)
 PL0486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0486
 PL0486  HISTORY     - Date     Condition        Report By
 PL0486  HISTORY     - 1932     MONUMENTED       CGS
 PL0486  HISTORY     - 1932     SEE DESCRIPTION  CGS
 PL0486  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0486  HISTORY     - 1965     SEE DESCRIPTION  MIDH
 PL0486  HISTORY     - 1980     GOOD             MIDH
 PL0486
 PL0486                          STATION DESCRIPTION
 PL0486
 PL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0486'ABOUT 6 MILES SOUTH OF
 PL0486'GRAYLING, 7 MILES
 PL0486'NORTH-NORTHWEST OF ROSCOMMON, 2-3/4 MILES WEST OF PERE CHENEY,
 PL0486'ON HIGHEST PART OF WESTERLY PEAK OF
 PL0486'PROMINENT RIDGE WITH GRAVEL PIT ON NORTHEAST
 PL0486'SLOPE, 20 FEET SOUTHEAST OF 4-INCH OAK TREE WITH
 PL0486'TRIANGULAR BLAZE, 28 FEET SOUTHEAST
 PL0486'OF CENTER-LINE OF ROAD, AND 26 FEET NORTHEAST OF 6-INCH OAK TREE
 PL0486'WITH TRIANGULAR BLAZE ON WEST
 PL0486'SIDE.  TO REACH FROM GRAYLING, GO SOUTH 6.4 MILES ON U.S. ROUTE 27
 PL0486'TO PRIVATE ROAD LEADING TO LEFT
 PL0486'OF SMALL FRAME HOUSE AND LOG BARN INSIDE FENCED
 PL0486'ENCLOSURE, GO AROUND LEFT SIDE OF FENCED PLOT TO
 PL0486'OLD ROAD ON EAST SIDE, AND FOLLOW
 PL0486'THIS ROAD 1.2 MILES TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 PL0486'ARE STANDARD DISK STATION
 PL0486'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 4 INCHES.
 PL0486'REFERENCE AND AZIMUTH MARKS ARE
 PL0486'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0486'NO. 1 PROJECTS 3 INCHES, IS 12 FEET SOUTH OF
 PL0486'CENTER-LINE OF ROAD, 5 FEET SOUTHWEST OF
 PL0486'GROUP OF SMALL OAK TREES, AND 77.92 FEET FROM STATION IN
 PL0486'AZIMUTH 225 DEG 15 MIN.  NO. 2
 PL0486'PROJECTS 4 INCHES, IS 98 FEET SOUTH OF CENTER-LINE OF ROAD, 6 FEET
 PL0486'WEST OF 6-INCH OAK TREE, AND 80.65
 PL0486'FEET FROM STATION IN AZIMUTH 295 DEG 39 MIN.  AZIMUTH MARK PRJECTS
 PL0486'6 INCHES, IS 35 FEET WEST OF
 PL0486'CENTER-LINE OF U. S. ROUTE 27, 185 FEET NORTH OF INTERSECTION
 PL0486'OF U. S. ROUTE 27 AND AN EAST-AND-WEST GRAVEL
 PL0486'ROAD, 150 FEET WEST OF TAR-PAPER-COVERED
 PL0486'HOUSE, AND APPROXIMATELY 1.4 MILES FROM STATION IN AZIMUTH
 PL0486'128 DEG 06
 PL0486'MIN 45 SEC.
 PL0486
 PL0486                          STATION RECOVERY (1932)
 PL0486
 PL0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0486'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PL0486'GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 PL0486'RECOVERED AND IT IS PRESUMED DESTROYED.  DUE TO THE EXCESSIVE
 PL0486'TIME THAT WOULD BE EXPENDED IN CLEARING TIMBER NO LOCATION WAS
 PL0486'FOUND TO ESTABLISH AN AZIMUTH MARK.  DUE TO POWERLINE AND
 PL0486'FILL DIRT THE STATION WAS NOT OCCUPIED AT THIS TIME.  A
 PL0486'TRAVERSE TIE WAS MADE TO REFERENCE MARK 2, DISTANCE BEING
 PL0486'24.575 METERS OR 80.63 FEET.  REFERENCE MARK 2 WAS OCCUPIED
 PL0486'AT THIS TIME.  A CHECK WAS MADE FOR DISTANCE TO REFERENCE
 PL0486'MARK 1, A DIFFERENCE OF PLUS .016 METERS WAS NOTED FROM
 PL0486'THE 1949 MEASUREMENT.  DUE TO CHANGES A COMPLETE NEW
 PL0486'DESCRIPTION FOLLOWS.
 PL0486'
 PL0486'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF
 PL0486'GRAYLING, 5 MILES NORTH-NORTHEAST OF THE NORTH EDGE OF HIGGINS
 PL0486'LAKE,1-1/4 MILE EAST OF INTERSTATE 75 AND ON THE HIGHEST PART
 PL0486'OF A WESTERLY PEAK OF A PROMINENT RIDGE AND NEAR THE SKYLINE
 PL0486'SKI LODGE.  THE MANAGER OF THE LODGE IS MR. ERNIE NYE,
 PL0486'ROUTE 1, BOX 328, GRAYLING, MICHIGAN 49738.
 PL0486'
 PL0486'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 PL0486'BUSINESS LOOP INTERSTATE 75 IN THE EAST PART OF GRAYLING
 PL0486'GO SOUTHEAST ON BUSINESS LOOP INTERSTATE 75 FOR 0.9 MILE TO THE
 PL0486'JUNCTION WITH INTERSTATE 75, GO SOUTH ON INTERSTATE 75 FOR 3
 PL0486'MILES TO THE JUNCTION OF FOUR MILE ROAD (EXIT 251).  TURN LEFT
 PL0486'AND GO EAST ON FOUR MILE ROAD CROSSING OVER INTERSTATE FOR
 PL0486'0.3 MILE TO A SIDE ROAD RIGHT JUST AFTER PASSING THE EXIT AND
 PL0486'ENTRANCE OF THE NORTH BOUND LANE OF INTERSTATE 75.  TURN RIGHT
 PL0486'AND GO SOUTH ON OLD U.S. HIGHWAY 27 FOR 1.7 MILES TO A SIDE
 PL0486'ROAD LEFT AND SIGN SKYLINE 1 MILE. TURN LEFT AND GO EASTERLY
 PL0486'UP HILL ON AN ASPHALT ROAD FOR 0.95 MILE TO THE SKYLINE
 PL0486'LODGE, ON THE LEFT.  THE STATION IS ABOUT 100 YARDS EAST OF
 PL0486'LODGE.
 PL0486'
 PL0486'STATION MARKS, STAMPED---CHENEY 1932---, ARE STANDARD DISKS.
 PL0486'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PL0486'MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS
 PL0486'58.2 FEET NORTHEAST OF THE NORTHEAST LEG OF SKI LIFT, 24 FEET
 PL0486'WEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 2 FEET SOUTH
 PL0486'OF METAL WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK
 PL0486'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.  IT IS
 PL0486'ASSUMED THAT THE UNDERGROUND MARK IS 66 INCHES BELOW THE
 PL0486'GROUND SURFACE.
 PL0486'
 PL0486'REFERENCE MARK 1, STAMPED---CHENEY NO 1 1932 RESET 1949---, IS
 PL0486'A STANDARD DISK. IT IS SET FLUSH WITH THE GROUND SURFACE.  IT
 PL0486'IS 16 FEET WEST OF SKI LIFT WINCH, 13 FEET EAST OF APPROXIMATE
 PL0486'CENTER OF TRACK ROAD, 5 FEET SOUTH OF TRIPLE TRUNK TREE AND 3
 PL0486'FEET SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 PL0486'
 PL0486'REFERENCE MARK 2, STAMPED---CHENEY NO 2 1932 RESET 1949---, IS
 PL0486'A STANDARD DISK.  THE DISK IS SET IN THE TOP OF A 12-INCH
 PL0486'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 PL0486'IT IS 66 FEET NORTH OF A 20-INCH OAK TREE, 62 FEET SOUTH-SOUTH
 PL0486'WEST OF SKI LIFT HOUSE AND 56 FEET EAST OF THE APPROXIMATE
 PL0486'CENTER OF TRACK ROAD.
 PL0486'
 PL0486'NO DIRECTIONS TAKEN THIS DATE, HOWEVER, THE DISTANCES
 PL0486'TO THE REFERENCE MARKS WERE MEASURED.  REFERENCE
 PL0486'MARK 1 EQUALS 27.875 M, 91.45 FT.  REFERENCE MARK 2
 PL0486'EQUALS 24.575 M, 80.63 FT.  REFERENCE MARK 1 TO
 PL0486'REFERENCE MARK 2 EQUALS 23.775 M, 78.00 FT.
 PL0486'
 PL0486'A 1/2-INCH RE-INFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 PL0486'DESCRIBED BY H.C. HOWES.
 PL0486
 PL0486                          STATION RECOVERY (1949)
 PL0486
 PL0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0486'STATION WAS RECOVERED AS DESCRIBED AND THE STATION MARK WAS FOUND IN
 PL0486'GOOD CONDITION.  REFERENCE MARKS 1
 PL0486'AND 2 AS DESCRIBED IN 1932 WERE IN ERROR, AS A TIN CAN WAS SET IN THE
 PL0486'CONCRETE BLOCK INSTEAD OF A DISK,
 PL0486'AND ONLY A 3 INCH HOLE REMAINS AS THE TIN HAS RUSTED OUT.
 PL0486'STANDARD DISKS WERE CEMENTED IN THE HOLES BY THIS
 PL0486'PARTY.  THE AZIMUTH MARK WAS DESTROYED
 PL0486'DUE TO HIGHWAY CONSTRUCTION AND A NEW AZIMUTH MARK WAS SET.  A
 PL0486'COMPLETE DESCRIPTION FOLLOWS.
 PL0486'
 PL0486'STATION IS LOCATED ABOUT 6 MILES SOUTH OF GRAYLING ON THE HIGHEST
 PL0486'PART OF A WESTERLY PEAK OF A
 PL0486'PROMINENT RIDGE WITH A GRAVEL PIT ON THE NORTHEAST SLOPE.  IT IS 29
 PL0486'FEET SOUTH OF THE CENTER OF THE ROAD, 26
 PL0486'FEET EAST OF A 12 INCH OAK TREE, 6 FEET SOUTHWEST OF A WHITE
 PL0486'WITNESS POST AND ABOUT 200 FEET SOUTHEAST OF
 PL0486'A LOG CABIN.  THE MARK PROJECTS ABOUT 2 INCHES
 PL0486'AND THE DISK IS STAMPED CHENEY 1932.
 PL0486'
 PL0486'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION.  IT IS 12 FEET
 PL0486'NORTH OF THE ROAD AND 6 FEET WEST
 PL0486'OF A 10 INCH OAK TREE.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK
 PL0486'IS STAMPED CHENEY 1932 NO 1 RESET
 PL0486'1949.  (NOTE 11A)
 PL0486'
 PL0486'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  IT IS 14 FEET
 PL0486'SOUTH OF A CLUSTER OF 9 SMALL BEECH
 PL0486'TREES AND 10 FEET NORTH OF A 10 INCH OAK TREE.  THE MARK PROJECTS
 PL0486'ABOUT 3 INCHES AND THE DISK IS
 PL0486'STAMPED CHENEY 1932 NO 2 RESET 1949.  (NOTE 11A)
 PL0486'
 PL0486'AZIMUTH MARK IS 125 FEET EAST OF U.S. HIGHWAY 27, 108 FEET NORTH OF A
 PL0486'DIRT ROAD, 40 FEET NORTH OF A
 PL0486'POWER POLE, 3 FEET NORTH OF A HIGHWAY MARKER AND ONE FOOT SOUTHEAST
 PL0486'OF A WHITE WITNESS POST.  THE MARK
 PL0486'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED CHENEY 1949.
 PL0486'(NOTE 11A.)
 PL0486'
 PL0486'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 27 AND STATE
 PL0486'HIGHWAY 18 ABOUT 6 MILES SOUTH
 PL0486'OF GRAYLING, GO SOUTHEAST ON HIGHWAY 18 FOR 0.1 MILE TO WHERE THE
 PL0486'HIGHWAY TURN RIGHT AND A DIRT ROAD
 PL0486'LEFT, TURN LEFT ON DIRT ROAD AND GO 1.2 MILES TO THE TOP OF
 PL0486'RIDGE AND STATION AS DESCRIBED.
 PL0486'
 PL0486'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND 18
 PL0486'GO NORTH ON HIGHWAY 27 FOR 0.7
 PL0486'MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 PL0486'
 PL0486'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PL0486'
 PL0486'DISTANCE AND DIRECTION TO AZIMUTH AND REFERENCE MARKS AND OBJECTS
 PL0486'VISIBLE FROM GROUND.
 PL0486
 PL0486                          STATION RECOVERY (1965)
 PL0486
 PL0486'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1965
 PL0486'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PL0486'
 PL0486'THE REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 PL0486'
 PL0486'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 PL0486'
 PL0486'EXTENSIVE DEVELOPMENT ON HILLTOP IN VICINITY OF CHENEY BY SKYLINE
 PL0486'SKI-RESORT.
 PL0486
 PL0486                          STATION RECOVERY (1980)
 PL0486
 PL0486'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0486'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 AND 2 WERE
 PL0486'RECOVERED IN GOOD CONDITION.  THE STATION MARK IS ON A SKI LIFT HILL
 PL0486'AND WAS COVERED WITH 4.5 FEET OF FILL DIRT.  THIS PARTY SET A 4 FOOT
 PL0486'SECTION OF CORRUGATED METAL PIPE OVER THE MONUMENT AND COVERED WITH A
 PL0486'CONCRETE LID.  THE DIRECTION AND DISTANCES WERE NOT MEASURED.  A NEW
 PL0486'DESCRIPTION AND TO REACH FOLLOWS.
 PL0486'
 PL0486'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF GRAYLING AND 0.9 MILE
 PL0486'EAST OF OLD US 27, ON THE HIGHEST SKI LIFT HILL OF SKYLINE SKI RESORT,
 PL0486'IN THE SOUTHEAST QUARTER OF SECTION 9  T25N  R3W.
 PL0486'
 PL0486'TO REACH THE STATION FROM THE JUNCTION OF M 72 AND BUSINESS I 75 ON
 PL0486'THE SOUTH OF GRAYLING, GO SOUTH ON I 75 4.05 MILES TO 4 MILE ROAD EXIT
 PL0486'AND TURN LEFT AND GO EAST 0.3 MILE TO OLD US 27, TURN RIGHT AND GO
 PL0486'SOUTH  ON OLD 27 1.8 MILES TO SKYLINE ROAD, TURN LEFT AND GO EAST ON
 PL0486'SKYLINE ROAD 0.95 MILE TO THE MAIN PARKING LOT SOUTH OF THE SKI LODGE
 PL0486'OF THE RESORT AND THE STATION ON TOP OF THE SKI LIFT HILL.   TO REACH
 PL0486'THE AZIMUTH MARK FROM I 75 AND 4 MILE ROAD CONTINUE SOUTH ON I 75 FOR
 PL0486'ONE MILE TO WHERE I 75 AND US 27 SPLIT AND THE AZIMUTH MARK IS ON THE
 PL0486'LEFT IN THE MEDIAN.
 PL0486'
 PL0486'THE STATION IS A STANDARD CGS DISK STAMPED---CHENEY 1932---SET IN THE
 PL0486'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT 4.5 FEET BELOW THE SURFACE,
 PL0486'WITH 4 FEET OF 18 INCH DIAMETER CORRUGATED METAL PIPE SET VERTICAL
 PL0486'WITH A CONCRETE LID OVER MONUMENT.  IT IS N40E 58 FEET FROM THE NE
 PL0486'STEEL POST OF THE CHAIR LIFT, S75E 56 FEET FROM THE SE CORNER OF A 7
 PL0486'BY 11 FOOT CONCRETE SLAB OF A 4 BY 6 FOOT STRUCTURE, 200 FEET N70E
 PL0486'FROM THE SOUTHEAST CORNER OF THE SKI LODGE AND 15 FEET S52W FROM A
 PL0486'POWER POLE.
 PL0486'THE AZIMUTH MARK IS A STANDARD CGS DISK STAMPED---CHENEY 1949---SET
 PL0486'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PL0486'GROUND SURFACE.  IT IS WEST 66 FEET FROM THE CENTER OF SOUTHBOUND I 75
 PL0486'AND 72 FEET NORTHWEST FROM THE NORTH END OF A ROW OF GUARDPOSTS AND 3
 PL0486'FEET NORTH OF AN OLD RIGHT OF WAY MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0487 ***********************************************************************
 PL0487  DESIGNATION -  CHENEY 1932 RM 2 1976
 PL0487  PID         -  PL0487
 PL0487  STATE/COUNTY-  MI/CRAWFORD
 PL0487  USGS QUAD   -  PERE CHENEY (1951)
 PL0487
 PL0487                         *CURRENT SURVEY CONTROL
 PL0487  ___________________________________________________________________
 PL0487* NAD 83(1994)-  44 34 20.96585(N)    084 41 21.37890(W)     ADJUSTED  
 PL0487* NAVD 88     -       452.5    (meters)    1485.     (feet)  VERTCON   
 PL0487  ___________________________________________________________________
 PL0487  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 PL0487  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 PL0487
 PL0487  HORZ ORDER  -  FIRST
 PL0487
 PL0487.The horizontal coordinates were established by classical geodetic methods
 PL0487.and adjusted by the National Geodetic Survey in February 1997..
 PL0487
 PL0487.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0487
 PL0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0487
 PL0487.The geoid height was determined by GEOID03.
 PL0487
 PL0487;                    North         East     Units Scale Factor Converg.
 PL0487;SPC MI C     -   139,598.568 5,974,376.927   MT  0.99993354   -0 13 40.4
 PL0487;SPC MI C     -   458,000.55 19,600,974.17   iFT  0.99993354   -0 13 40.4
 PL0487;UTM  16      - 4,938,058.483   683,470.740   MT  1.00001397   +1 37 19.7
 PL0487
 PL0487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0487!SPC MI C     -   0.99993445  x   0.99993354  =   0.99986799
 PL0487!UTM  16      -   0.99993445  x   1.00001397  =   0.99994842
 PL0487
 PL0487:                Primary Azimuth Mark                     Grid Az
 PL0487:SPC MI C     -  GRAYLING GEN TEL KQN 98 MAST             219 18 45.1
 PL0487:UTM  16      -  GRAYLING GEN TEL KQN 98 MAST             217 27 45.0
 PL0487
 PL0487|---------------------------------------------------------------------|
 PL0487| PID    Reference Object                     Distance      Geod. Az  |
 PL0487|                                                           dddmmss.s |
 PL0487| PL0488 GRAYLING GEN TEL KQN 98 MAST        419.300 METERS 2190504.7 |
 PL0487| PL0486 CHENEY                               24.575 METERS 29539     |
 PL0487| PL0490 AIRPORT BCN GRAYLING APT            APPROX.12.2 KM 3471551.4 |
 PL0487| CH0994 CHENEY RM 1                          23.775 METERS 34905     |
 PL0487|---------------------------------------------------------------------|
 PL0487
 PL0487                          SUPERSEDED SURVEY CONTROL
 PL0487
 PL0487  NAD 83(1986)-  44 34 20.96041(N)    084 41 21.38360(W) AD(       ) 1
 PL0487  NAD 27      -  44 34 20.90152(N)    084 41 21.28725(W) AD(       ) 1
 PL0487  NGVD 29 (07/19/86)  452.6    (m)         1485.     (f) VERT ANG       
 PL0487
 PL0487.Superseded values are not recommended for survey control.
 PL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0487.See file dsdata.txt to determine how the superseded data were derived.
 PL0487
 PL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8347138058(NAD 83)
 PL0487_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0487_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0487+STABILITY: SURFACE MOTION
 PL0487
 PL0487  HISTORY     - Date     Condition        Report By
 PL0487  HISTORY     - 1976     MONUMENTED       NGS
 PL0487
 PL0487                          STATION DESCRIPTION
 PL0487
 PL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0487'THE STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHEAST OF
 PL0487'GRAYLING, 5 MILES NORTH-NORTHEAST OF THE NORTH EDGE OF HIGGINS
 PL0487'LAKE, 1-1/4 MILE EAST OF INTERSTATE 75 AND ON THE HIGHEST PART
 PL0487'OF A WESTERLY PEAK OF A PROMINENT RIDGE AND NEAR THE SKYLINE
 PL0487'SKI LODGE.  THE MANAGER OF THE LODGE IS MR. ERNIE NYE, ROUTE 1,
 PL0487'BOX 328, GRAYLING, MICHIGAN 49738
 PL0487'
 PL0487'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 PL0487'BUSINESS LOOP INTERSTATE 75 IN THE EASTERLY PART OF GRAYLING,
 PL0487'GO SOUTHEAST ON BUSINESS LOOP INTERSTATE 75 FOR 0.9 MILE TO THE
 PL0487'JUNCTION WITH INTERSTATE 75, GO SOUTH ON INTERSTATE 75 FOR 3
 PL0487'MILES TO THE JUNCTION OF FOUR MILE ROAD (EXIT 251). TURN LEFT
 PL0487'AND GO EAST ON FOUR MILE ROAD CROSSING OVER INTERSTATE FOR
 PL0487'0.3 MILE TO A SIDE ROAD RIGHT JUST AFTER PASSING THE EXIT AND
 PL0487'ENTRANCE OF THE NORTH BOUND LAND OF INTERSTATE 75.  TURN RIGHT
 PL0487'AND GO SOUTH ON OLD U.S. HIGHWAY 27 FOR 1.7 MILES TO A SIDE
 PL0487'ROAD LEFT AND SIGN SKYLINE 1 MILE.  TURN LEFT AND GO
 PL0487'EASTERLY, UP HILL, ON AN ASPHALT ROAD FOR 0.95 MILE TO THE
 PL0487'SKYLINE LODGE, ON THE LEFT.  THE STATION IS ABOUT 100 YARDS
 PL0487'EAST OF THE LODGE.
 PL0487'
 PL0487'THE STATION MARK, STAMPED---CHENEY NO 2 1932 RESET 1949---,
 PL0487'IS A STANDARD
 PL0487'REFERENCE DISK.  THE DISK IS SET IN THE TOP OF A 12-INCH
 PL0487'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 PL0487'IT IS 66 FEET NORTH OF A 20-INCH OAK TREE, 62 FEET
 PL0487'SOUTH-SOUTHWEST OF SKI LIFT HOUSE AND 56 FEET EAST OF THE
 PL0487'APPROXIMATE CENTER OF TRACK ROAD.
 PL0487'
 PL0487'STATION CHENEY, STAMPED---CHENEY 1932---, ARE STANDARD DISKS.
 PL0487'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PL0487'MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.  IT IS
 PL0487'58.2 FEET NORTHEAST OF THE NORTHEAST LEG OF SKI LIFT, 24 FEET
 PL0487'WEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 2 FEET SOUTH
 PL0487'OF METAL WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND DISK
 PL0487'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.  IT IS
 PL0487'ASSUMED THAT THE UNDERGROUND MARK IS 66 INCHES BELOW THE
 PL0487'GROUND SURFACE.
 PL0487'
 PL0487'REFERENCE MARK 1, STAMPED---CHENEY NO 1 1932 RESET 1949---, IS
 PL0487'A STANDARD DISK.  IT IS SET IN THE TOP OF A 12-INCH
 PL0487'SQUARE CONCRETE MONUMENT
 PL0487'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 16 FEET
 PL0487'WEST OF SKI LIFT WINCH, 13 FEET EAST OF APPROXIMATE CENTER OF
 PL0487'TRACK ROAD, 5 FEET SOUTH OF TRIPLE TRUNK TREE AND 3 FEET
 PL0487'SOUTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 PL0487'
 PL0487'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 PL0487'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 26.4 METERS.
 PL0487'DESCRIBED BY H.C. HOWES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0189 ***********************************************************************
 OJ0189  DESIGNATION -  CHERRY USLS
 OJ0189  PID         -  OJ0189
 OJ0189  STATE/COUNTY-  MI/SANILAC
 OJ0189  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0189
 OJ0189                         *CURRENT SURVEY CONTROL
 OJ0189  ___________________________________________________________________
 OJ0189* NAD 83(1986)-  43 31 07.     (N)    082 34 41.     (W)     SCALED    
 OJ0189* NAVD 88     -       182.839  (meters)     599.86   (feet)  ADJUSTED  
 OJ0189  ___________________________________________________________________
 OJ0189  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0189  DYNAMIC HT  -         182.804 (meters)     599.75  (feet)  COMP
 OJ0189  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 OJ0189
 OJ0189  VERT ORDER  -  FIRST     CLASS 0
 OJ0189
 OJ0189.The horizontal coordinates were scaled from a topographic map and have
 OJ0189.an estimated accuracy of +/- 6 seconds.
 OJ0189
 OJ0189.The orthometric height was determined by differential leveling
 OJ0189.and adjusted by the National Geodetic Survey in June 1991..
 OJ0189
 OJ0189.The geoid height was determined by GEOID03.
 OJ0189
 OJ0189.The dynamic height is computed by dividing the NAVD 88
 OJ0189.geopotential number by the normal gravity value computed on the
 OJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0189.degrees latitude (g = 980.6199 gals.).
 OJ0189
 OJ0189.The modeled gravity was interpolated from observed gravity values.
 OJ0189
 OJ0189;                    North         East    Units  Estimated Accuracy
 OJ0189;SPC MI S     -   225,770.    4,144,600.      MT  (+/- 180 meters Scaled)
 OJ0189
 OJ0189                          SUPERSEDED SURVEY CONTROL
 OJ0189
 OJ0189  NGVD 29 (??/??/??)  182.956  (m)          600.25   (f) ADJUSTED    1 0
 OJ0189
 OJ0189.Superseded values are not recommended for survey control.
 OJ0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0189.See file dsdata.txt to determine how the superseded data were derived.
 OJ0189
 OJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ724196(NAD 83)
 OJ0189_MARKER: Z = SEE DESCRIPTION
 OJ0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0189_SP_SET: BRIDGE
 OJ0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0189
 OJ0189  HISTORY     - Date     Condition        Report By
 OJ0189  HISTORY     - 1970     MONUMENTED       USLS
 OJ0189  HISTORY     - 1970     GOOD             USLS
 OJ0189  HISTORY     - 1980     GOOD             NGS
 OJ0189  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0189
 OJ0189                          STATION DESCRIPTION
 OJ0189
 OJ0189'DESCRIBED BY US LAKE SURVEY 1970
 OJ0189'6.3 MI N FROM PORT SANILAC.
 OJ0189'CHERRY IS IN SANILAC COUNTY, MICHIGAN, ABOUT 6.3 MILES NORTH
 OJ0189'ON U.S. 25 OF THE INTERSECTION OF HIGHWAY M-46 AND LAKESHORE
 OJ0189'ROAD (U.S. 25) IN PORT SANILAC, ON THE UPPER TIER OF THE NORTH
 OJ0189'WINGWALL OF THE BRIDGE OVER CHERRY CREEK, 0.7 FEET SOUTHEAST
 OJ0189'OF THE MOST NORTHWESTERLY FACE AND 0.7 FEET NORTHEAST OF THE
 OJ0189'MOST SOUTHWESTERLY FACE OF WINGWALL, BEING HIGHEST POINT ON
 OJ0189'TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET INTO THE TOP OF THE
 OJ0189'WALL.  BM CHERRY 1970.
 OJ0189
 OJ0189                          STATION RECOVERY (1980)
 OJ0189
 OJ0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0189'10.5 KILOMETERS (6.5 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0189'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, SET IN THE WEST END
 OJ0189'OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER CHERRY CREEK,
 OJ0189'6.2 METERS (20.3 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5
 OJ0189'METERS (4.9 FEET) WEST OF THE NORTHWEST CORNER OF THE PILLAR ON
 OJ0189'THE WEST SIDE OF THE BRIDGE FOR A METAL HAND RAILING, 0.2 METER
 OJ0189'(0.7 FOOT) EAST OF THE WEST FACE OF THE ABUTMENT, 0.2 METER (0.7
 OJ0189'FOOT) NORTH OF THE SOUTH FACE OF THE ABUTMENT.
 OJ0189'THE MARK IS 0.5 M BELOW HIGHWAY.
 OJ0189
 OJ0189                          STATION RECOVERY (1994)
 OJ0189
 OJ0189'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6564 ***********************************************************************
 DG6564  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6564  DESIGNATION -  CHESANING CORS ARP
 DG6564  CORS_ID     -  CHSN
 DG6564  PID         -  DG6564
 DG6564  STATE/COUNTY-  MI/SAGINAW
 DG6564  USGS QUAD   -  CHESANING EAST (1975)
 DG6564
 DG6564                         *CURRENT SURVEY CONTROL
 DG6564  ___________________________________________________________________
 DG6564* NAD 83(CORS)-  43 11 23.49721(N)    084 07 21.97814(W)     ADJUSTED  
 DG6564* NAVD 88     -                                                        
 DG6564  ___________________________________________________________________
 DG6564  EPOCH DATE  -        2002.00
 DG6564  X           -     476,931.711 (meters)                     COMP
 DG6564  Y           -  -4,633,181.346 (meters)                     COMP
 DG6564  Z           -   4,343,017.686 (meters)                     COMP
 DG6564  ELLIP HEIGHT-         166.19  (meters)          (08/??/04) GPS OBS
 DG6564  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DG6564
 DG6564  HORZ ORDER  -  SPECIAL (CORS)
 DG6564  ELLP ORDER  -  SPECIAL (CORS)
 DG6564
 DG6564.ITRF positions are available for this station.
 DG6564.The coordinates were established by GPS observations
 DG6564.and adjusted by the National Geodetic Survey in August 2004..
 DG6564.The coordinates are valid at the epoch date displayed above.
 DG6564.The epoch date for horizontal control is a decimal equivalence
 DG6564.of Year/Month/Day.
 DG6564
 DG6564
 DG6564.The PID for the CORS L1 Phase Center is DG6565.
 DG6564
 DG6564.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6564
 DG6564.The ellipsoidal height was determined by GPS observations
 DG6564.and is referenced to NAD 83.
 DG6564
 DG6564.The geoid height was determined by GEOID03.
 DG6564
 DG6564;                    North         East     Units Scale Factor Converg.
 DG6564;SPC MI S     -   187,735.915 4,019,824.495   MT  0.99992100   +0 09 57.5
 DG6564;SPC MI S     -   615,931.48 13,188,400.57   iFT  0.99992100   +0 09 57.5
 DG6564
 DG6564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6564!SPC MI S     -   0.99997394  x   0.99992100  =   0.99989494
 DG6564
 DG6564                          SUPERSEDED SURVEY CONTROL
 DG6564
 DG6564.No superseded survey control is available for this station.
 DG6564
 DG6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3380185918(NAD 83)
 DG6564_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG6564
 DG6564                          STATION DESCRIPTION
 DG6564
 DG6564'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG6564'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6564'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6564'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6564'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6564'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6565 ***********************************************************************
 DG6565  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG6565  DESIGNATION -  CHESANING CORS L1 PHASE CENTER
 DG6565  CORS_ID     -  CHSN
 DG6565  PID         -  DG6565
 DG6565  STATE/COUNTY-  MI/SAGINAW
 DG6565  USGS QUAD   -  CHESANING EAST (1975)
 DG6565
 DG6565                         *CURRENT SURVEY CONTROL
 DG6565  ___________________________________________________________________
 DG6565* NAD 83(CORS)-  43 11 23.49729(N)    084 07 21.97808(W)     ADJUSTED  
 DG6565* NAVD 88     -                                                        
 DG6565  ___________________________________________________________________
 DG6565  EPOCH DATE  -        2002.00
 DG6565  X           -     476,931.720 (meters)                     COMP
 DG6565  Y           -  -4,633,181.424 (meters)                     COMP
 DG6565  Z           -   4,343,017.763 (meters)                     COMP
 DG6565  ELLIP HEIGHT-         166.30  (meters)          (08/??/04) GPS OBS
 DG6565  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 DG6565
 DG6565  HORZ ORDER  -  SPECIAL (CORS)
 DG6565  ELLP ORDER  -  SPECIAL (CORS)
 DG6565
 DG6565.ITRF positions are available for this station.
 DG6565.The coordinates were established by GPS observations
 DG6565.and adjusted by the National Geodetic Survey in August 2004..
 DG6565.The coordinates are valid at the epoch date displayed above.
 DG6565.The epoch date for horizontal control is a decimal equivalence
 DG6565.of Year/Month/Day.
 DG6565
 DG6565
 DG6565.The PID for the CORS ARP is DG6564.
 DG6565
 DG6565.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG6565
 DG6565.The ellipsoidal height was determined by GPS observations
 DG6565.and is referenced to NAD 83.
 DG6565
 DG6565.The geoid height was determined by GEOID03.
 DG6565
 DG6565;                    North         East     Units Scale Factor Converg.
 DG6565;SPC MI S     -   187,735.917 4,019,824.496   MT  0.99992100   +0 09 57.5
 DG6565;SPC MI S     -   615,931.49 13,188,400.58   iFT  0.99992100   +0 09 57.5
 DG6565
 DG6565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6565!SPC MI S     -   0.99997392  x   0.99992100  =   0.99989492
 DG6565
 DG6565                          SUPERSEDED SURVEY CONTROL
 DG6565
 DG6565.No superseded survey control is available for this station.
 DG6565
 DG6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3380185918(NAD 83)
 DG6565_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG6565
 DG6565                          STATION DESCRIPTION
 DG6565
 DG6565'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG6565'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG6565'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG6565'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG6565'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG6565'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1166 ***********************************************************************
 NE1166  DESIGNATION -  CHESTERFIELD RADIO KQ2XCV MAST
 NE1166  PID         -  NE1166
 NE1166  STATE/COUNTY-  MI/MACOMB
 NE1166  USGS QUAD   -  NEW HAVEN (1983)
 NE1166
 NE1166                         *CURRENT SURVEY CONTROL
 NE1166  ___________________________________________________________________
 NE1166* NAD 83(1994)-  42 38 44.22688(N)    082 51 21.33719(W)     ADJUSTED  
 NE1166* NAVD 88     -                                                        
 NE1166  ___________________________________________________________________
 NE1166  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 NE1166  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE1166
 NE1166  HORZ ORDER  -  THIRD
 NE1166
 NE1166.The horizontal coordinates were established by classical geodetic methods
 NE1166.and adjusted by the National Geodetic Survey in February 1997..
 NE1166
 NE1166
 NE1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1166
 NE1166.The geoid height was determined by GEOID03.
 NE1166
 NE1166;                    North         East     Units Scale Factor Converg.
 NE1166;SPC MI S     -   128,363.588 4,123,875.649   MT  0.99991556   +1 01 41.2
 NE1166;SPC MI S     -   421,140.38 13,529,775.75   iFT  0.99991556   +1 01 41.2
 NE1166;UTM  17      - 4,723,132.203   347,857.764   MT  0.99988479   -1 15 27.2
 NE1166
 NE1166                          SUPERSEDED SURVEY CONTROL
 NE1166
 NE1166  NAD 83(1986)-  42 38 44.22878(N)    082 51 21.37058(W) AD(       ) 4
 NE1166  NAD 27      -  42 38 44.10339(N)    082 51 21.66341(W) AD(       ) 3
 NE1166
 NE1166.Superseded values are not recommended for survey control.
 NE1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1166.See file dsdata.txt to determine how the superseded data were derived.
 NE1166
 NE1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4785823132(NAD 83)
 NE1166
 NE1166  HISTORY     - Date     Condition        Report By
 NE1166  HISTORY     - 1957     MONUMENTED       CGS
 NE1166  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE1166  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE1166
 NE1166                          STATION DESCRIPTION
 NE1166
 NE1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1166'THE STATION IS THE RED LIGHT ON TOP OF THE CHESTERFIELD
 NE1166'RADIO STATION
 NE1166'KQ2XCV, MAST.  LOCATED ABOUT 4 MI. N OF MT.
 NE1166'CLEMENS.  IT IS A UNIFORM, CROSS
 NE1166'SECTIONAL STEEL MAST, SUPPORTED
 NE1166'BY GUY WIRES AND IS RED AND WHITE COLORED.  NEAR
 NE1166'THE TOP OF THE
 NE1166'MAST ARE TWO LARGE REFLECTORS ON THE N AND S SIDES.
 NE1166'
 NE1166'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NE1166'25 AND 21 MILE
 NE1166'ROAD (ABOUT 4 MI. N OF MT. CLEMENS), GO W ON 21
 NE1166'MILE ROAD FOR 0.15 MI. TO A
 NE1166'GRAVEL DRIVEWAY RIGHT.  TURN RIGHT ON
 NE1166'DRIVEWAY FOR 0.05 MI. TO A WHITE CONCRETE
 NE1166'BUILDING AND MAST DIRECTLY
 NE1166'BEHIND BUILDING.
 NE1166'
 NE1166'THIS IS AN INTERSECTION STATION.
 NE1166
 NE1166                          STATION RECOVERY (2001)
 NE1166
 NE1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1166'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1166
 NE1166                          STATION RECOVERY (2003)
 NE1166
 NE1166'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE1166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1637 ***********************************************************************
 NF1637  DESIGNATION -  CHESTNUT
 NF1637  PID         -  NF1637
 NF1637  STATE/COUNTY-  MI/ALLEGAN
 NF1637  USGS QUAD   -  MERSON (1981)
 NF1637
 NF1637                         *CURRENT SURVEY CONTROL
 NF1637  ___________________________________________________________________
 NF1637* NAD 83(1994)-  42 27 00.98925(N)    085 51 59.06432(W)     ADJUSTED  
 NF1637* NAVD 88     -       248.1    (meters)     814.     (feet)  VERTCON   
 NF1637  ___________________________________________________________________
 NF1637  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 NF1637  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF1637
 NF1637  HORZ ORDER  -  FIRST
 NF1637
 NF1637.The horizontal coordinates were established by classical geodetic methods
 NF1637.and adjusted by the National Geodetic Survey in February 1997..
 NF1637
 NF1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1637
 NF1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1637
 NF1637.The geoid height was determined by GEOID03.
 NF1637
 NF1637;                    North         East     Units Scale Factor Converg.
 NF1637;SPC MI S     -   106,652.986 3,876,639.697   MT  0.99993549   -1 01 14.2
 NF1637;SPC MI S     -   349,911.37 12,718,634.18   iFT  0.99993549   -1 01 14.2
 NF1637;UTM  16      - 4,700,394.135   593,217.292   MT  0.99970691   +0 45 54.6
 NF1637
 NF1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1637!SPC MI S     -   0.99996627  x   0.99993549  =   0.99990176
 NF1637!UTM  16      -   0.99996627  x   0.99970691  =   0.99967319
 NF1637
 NF1637|---------------------------------------------------------------------|
 NF1637| PID    Reference Object                     Distance      Geod. Az  |
 NF1637|                                                           dddmmss.s |
 NF1637| CH0895 CHESTNUT RM 1                        11.525 METERS 10403     |
 NF1637| CH0896 CHESTNUT RM 2                        10.187 METERS 25545     |
 NF1637| CH0894 CHESTNUT AZ MK                                     2573131.7 |
 NF1637| NF1639 BERLAMONT WISC MICH PIPE MAST       APPROX.11.0 KM 2681251.6 |
 NF1637| NF1650 ALLEGAN CO MED FACILITY TANK        APPROX.14.3 KM 3594343.3 |
 NF1637|---------------------------------------------------------------------|
 NF1637
 NF1637                          SUPERSEDED SURVEY CONTROL
 NF1637
 NF1637  NAD 83(1986)-  42 27 00.98999(N)    085 51 59.07974(W) AD(       ) 1
 NF1637  NAD 27      -  42 27 00.86738(N)    085 51 58.99566(W) AD(       ) 1
 NF1637  NGVD 29 (07/19/86)  248.2    (m)          814.     (f) VERT ANG       
 NF1637
 NF1637.Superseded values are not recommended for survey control.
 NF1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1637.See file dsdata.txt to determine how the superseded data were derived.
 NF1637
 NF1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9321700394(NAD 83)
 NF1637_MARKER: DS = TRIANGULATION STATION DISK
 NF1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1637
 NF1637  HISTORY     - Date     Condition        Report By
 NF1637  HISTORY     - 1969     MONUMENTED       CGS
 NF1637  HISTORY     - 1980     GOOD             MIDH
 NF1637  HISTORY     - 1989     GOOD             USPSQD
 NF1637  HISTORY     - 20020324 GOOD             USPSQD
 NF1637
 NF1637                          STATION DESCRIPTION
 NF1637
 NF1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1637'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF OTSEGO, 5 MILES
 NF1637'SOUTH OF ALLEGAN IN
 NF1637'THE SOUTH 1/2 OF SEC. 20, T. 1 N., R. 13 W. AND ON THE
 NF1637'PROPERTY OWNED BY MR. JIM
 NF1637'CHESTNUT.
 NF1637'
 NF1637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND
 NF1637'STATE HIGHWAY 89
 NF1637'IN ALLEGAN, GO SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES
 NF1637'TO A CROSSROAD.  TURN RIGHT AND GO
 NF1637'WEST ON 104TH AVENUE FOR 0.1 MILE
 NF1637'TO A LARGE BARN OPPOSITE THE JIM CHESTNUT HOME.
 NF1637'*TURN RIGHT, GO THROUGH
 NF1637'A GATE ON THE EAST SIDE OF THE BARN, AND GO NORTH ON A FARM LANE
 NF1637'FOR 0.05 MILE TO
 NF1637'A JUNCTION OF THE FARM LANES, A GATE STRAIGHT AHEAD AND A
 NF1637'GATE ON THE RIGHT.  TURN RIGHT,
 NF1637'PASS THROUGH THE GATE, AND GO EAST ON
 NF1637'THE FARM LANE FOR 155 FEET TO THE STATION ON THE
 NF1637'LEFT.
 NF1637'
 NF1637'THE STATION MARK IS A STANDARD DISK STAMPED CHESTNUT 1969, SET
 NF1637'IN THE TOP OF A
 NF1637'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 NF1637'WITH THE GROUND SURFACE.  IT IS
 NF1637'155 FEET EAST OF THE CENTER OF THE
 NF1637'JUNCTION OF THE FARM LANES, 9 FEET NORTH OF AN
 NF1637'EAST-WEST WIRE FENCE AND
 NF1637'2 FEET SOUTH OF AN EAST-WEST WIRE FENCE.
 NF1637'
 NF1637'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHESTNUT NO 1 1969,
 NF1637'SET IN THE TOP OF
 NF1637'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1
 NF1637'INCH BELOW THE SURFACE OF THE
 NF1637'GROUND.  IT IS 96 FEET WEST OF THE NORTHWEST
 NF1637'CORNER OF A METAL BARN, 10.8 FEET SOUTH OF AN
 NF1637'EAST-WEST WIRE
 NF1637'FENCE AND 0.7 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 NF1637'
 NF1637'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHESTNUT NO 2 1969,
 NF1637'SET IN THE TOP OF
 NF1637'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 NF1637'WITH THE GROUND SURFACE.  IT IS 123
 NF1637'FEET EAST OF THE CENTER OF THE
 NF1637'JUNCTION OF THE FARM LANES, 10.7 FEET SOUTH OF AN
 NF1637'EAST-WEST WIRE FENCE
 NF1637'AND 0.7 FOOT NORTH OF AN EAST-WEST WIRE FENCE.
 NF1637'
 NF1637'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHESTNUT 1969, SET
 NF1637'IN THE TOP OF A
 NF1637'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 NF1637'WITH THE GROUND SURFACE.  IT IS
 NF1637'30.4 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 NF1637'CORNER OF A WHITE HOUSE, 19.6 FEET NORTH OF THE
 NF1637'CENTER OF 104TH AVENUE
 NF1637'AND 3 FEET EAST-SOUTHEAST OF TELEPHONE POLE NUMBER L720-7.
 NF1637'
 NF1637'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO WEST ON 104TH AVENUE
 NF1637'FOR 0.3 MILE TO
 NF1637'THE AZIMUTH MARK ON THE RIGHT.
 NF1637'
 NF1637'HEIGHT OF LIGHT ABOVE STATION MARK - 1.8 METERS.
 NF1637
 NF1637                          STATION RECOVERY (1980)
 NF1637
 NF1637'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1637'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 NF1637'MARK WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 NF1637
 NF1637                          STATION RECOVERY (1989)
 NF1637
 NF1637'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF1637'RECOVERED IN GOOD CONDITION.
 NF1637
 NF1637                          STATION RECOVERY (2002)
 NF1637
 NF1637'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF1637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0628 ***********************************************************************
 QL0628  DESIGNATION -  CHIPPEWA
 QL0628  PID         -  QL0628
 QL0628  STATE/COUNTY-  MI/DELTA
 QL0628  USGS QUAD   -  CHIPPEWA POINT (1985)
 QL0628
 QL0628                         *CURRENT SURVEY CONTROL
 QL0628  ___________________________________________________________________
 QL0628* NAD 83(1994)-  45 43 22.96662(N)    086 50 21.13307(W)     ADJUSTED  
 QL0628* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QL0628  ___________________________________________________________________
 QL0628  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 QL0628  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 QL0628
 QL0628  HORZ ORDER  -  SECOND
 QL0628
 QL0628.The horizontal coordinates were established by classical geodetic methods
 QL0628.and adjusted by the National Geodetic Survey in February 1997..
 QL0628
 QL0628.The orthometric height was scaled from a topographic map.
 QL0628
 QL0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0628
 QL0628.The geoid height was determined by GEOID03.
 QL0628
 QL0628;                    North         East     Units Scale Factor Converg.
 QL0628;SPC MI N     -   104,457.098 8,012,517.190   MT  0.99995066   +0 06 58.4
 QL0628;SPC MI N     -   342,707.01 26,287,786.06   iFT  0.99995066   +0 06 58.4
 QL0628;UTM  16      - 5,063,289.355   512,512.808   MT  0.99960192   +0 06 54.5
 QL0628
 QL0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0628!SPC MI N     -   0.99997743  x   0.99995066  =   0.99992810
 QL0628!UTM  16      -   0.99997743  x   0.99960192  =   0.99957936
 QL0628
 QL0628:                Primary Azimuth Mark                     Grid Az
 QL0628:SPC MI N     -  HAAS                                     063 51 37.6
 QL0628:UTM  16      -  HAAS                                     063 51 41.5
 QL0628
 QL0628|---------------------------------------------------------------------|
 QL0628| PID    Reference Object                     Distance      Geod. Az  |
 QL0628|                                                           dddmmss.s |
 QL0628| QL0618 HAAS                                APPROX.25.6 KM 0635836.0 |
 QL0628| CH0997 CHIPPEWA RM 1                        11.370 METERS 18518     |
 QL0628| CH0998 CHIPPEWA RM 2                        11.839 METERS 26733     |
 QL0628|---------------------------------------------------------------------|
 QL0628
 QL0628                          SUPERSEDED SURVEY CONTROL
 QL0628
 QL0628  NAD 83(1986)-  45 43 22.96307(N)    086 50 21.12979(W) AD(       ) 2
 QL0628  NAD 27      -  45 43 23.05200(N)    086 50 20.64400(W) AD(       ) 2
 QL0628
 QL0628.Superseded values are not recommended for survey control.
 QL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0628.See file dsdata.txt to determine how the superseded data were derived.
 QL0628
 QL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER1251363289(NAD 83)
 QL0628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0628
 QL0628  HISTORY     - Date     Condition        Report By
 QL0628  HISTORY     - 1954     MONUMENTED       CGS
 QL0628
 QL0628                          STATION DESCRIPTION
 QL0628
 QL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0628'STATION IS LOCATED ABOUT 11-1/2 MILES EAST SOUTHEAST OF ESCANABA ON A
 QL0628'POINT OF LAND KNOWN AS CHIPPEWA
 QL0628'POINT AND ON THE WEST SHORE OF BIG BAY DE NOC.  STATION IS 33 FEET
 QL0628'WEST OF WATERS EDGE, 29 FEET
 QL0628'NORTHEAST OF THE NORTHEAST CORNER OF SMALL SHED, 20 FEET
 QL0628'EAST OF A LARGE COTTONWOOD TREE AND 6 FEET
 QL0628'SOUTH OF WITNESS POST.  THE MARK PROJECTS
 QL0628'ABOUT 4 INCHES AND THE DISK IS STAMPED CHIPPEWA 1954.
 QL0628'
 QL0628'REFERENCE MARK NO. 1 IS 20 FEET EAST OF SOUTHEAST CORNER OF SHED AND
 QL0628'19 FEET WEST OF FORKED
 QL0628'COTTONWOOD TREE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 QL0628'STAMPED CHIPPEWA NO 1 1954.
 QL0628'
 QL0628'REFERENCE MARK NO. 2 IS 18 FEET WEST SOUTHWEST OF LARGE COTTONWOOD
 QL0628'TREE AND 17 FEET NORTH OF
 QL0628'NORTHWEST CORNER OF SHED.  THE MARK PROJECTS ABOUT 8 INCHES AND THE
 QL0628'DISK IS STAMPED CHIPPEWA NO 2 1954.
 QL0628'
 QL0628'TO REACH STATION FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION IN
 QL0628'RAPID RIVER GO SOUTHEASTERLY
 QL0628'ON U.S. HIGHWAY 2 FOR 5.3 MILES TO JUNCTION OF COUNTY ROUTE 511.
 QL0628'TURN RIGHT AND GO SOUTH AND EAST ON
 QL0628'COUNTY ROUTE 511 FOR 8.6 MILES TO CROSSROADS AND THE
 QL0628'STONINGTON LOOKOUT TOWER TO THE WEST.  CNTINUE
 QL0628'STRAIGHT AHEAD ON GRAVEL ROAD FOR 2.5
 QL0628'MILES TO POINT WHERE COUNTY ROUTE 511 TURNS RIGHT OR WEST.
 QL0628'CONTINUE STRAIGHT AHEAD FOR 0.6
 QL0628'MILE TO FORKS.  KEEP LEFT FORK FOR 1.3 MILES TO FARM BUILDINGS.
 QL0628'CROSS BRIDGE TO THE NORTH OF HOUSE
 QL0628'AND THEN TURN RIGHT ON TRACK ROAD PASSING TO THE EAST OF HOUSE
 QL0628'AND CONTINUE SOUTHEASTERLY FOR 0.9 MILE
 QL0628'TO BUILDINGS AND STATION ON LEFT AS DESCRIBED.
 QL0628'
 QL0628'NO AVAILABLE LOCATION FOR AN AZIMUTH MARK.
 QL0628'
 QL0628'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0056 ***********************************************************************
 RJ0056  DESIGNATION -  CHIPPEWA C CO
 RJ0056  PID         -  RJ0056
 RJ0056  STATE/COUNTY-  MI/CHIPPEWA
 RJ0056  USGS QUAD   -  GOETZVILLE (1976)
 RJ0056
 RJ0056                         *CURRENT SURVEY CONTROL
 RJ0056  ___________________________________________________________________
 RJ0056* NAD 83(1986)-  46 05 26.     (N)    084 04 12.     (W)     SCALED    
 RJ0056* NAVD 88     -       177.97   (+/-2cm)     583.9    (feet)  VERTCON   
 RJ0056  ___________________________________________________________________
 RJ0056  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0056  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 RJ0056
 RJ0056  VERT ORDER  -  ? (See Below)
 RJ0056
 RJ0056.The horizontal coordinates were scaled from a topographic map and have
 RJ0056.an estimated accuracy of +/- 6 seconds.
 RJ0056
 RJ0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0056.The vertical order pertains to the NGVD 29 superseded value.
 RJ0056
 RJ0056.The geoid height was determined by GEOID03.
 RJ0056
 RJ0056.The modeled gravity was interpolated from observed gravity values.
 RJ0056
 RJ0056;                    North         East    Units  Estimated Accuracy
 RJ0056;SPC MI N     -   149,480.    8,226,530.      MT  (+/- 180 meters Scaled)
 RJ0056
 RJ0056                          SUPERSEDED SURVEY CONTROL
 RJ0056
 RJ0056  NGVD 29 (??/??/92)  177.935  (m)          583.78   (f) ADJ UNCH    ?  
 RJ0056
 RJ0056.Superseded values are not recommended for survey control.
 RJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0056.See file dsdata.txt to determine how the superseded data were derived.
 RJ0056
 RJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS265082(NAD 83)
 RJ0056_MARKER: DD = SURVEY DISK
 RJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0056+STABILITY: SURFACE MOTION
 RJ0056
 RJ0056  HISTORY     - Date     Condition        Report By
 RJ0056  HISTORY     - UNK      MONUMENTED       MI-033
 RJ0056  HISTORY     - 1944     GOOD             NGS
 RJ0056  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0056
 RJ0056                          STATION DESCRIPTION
 RJ0056
 RJ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RJ0056'AT RABER.
 RJ0056'AT RABER, CHIPPEWA COUNTY, ON THE WEST SIDE OF THE COUNTY ROAD,
 RJ0056'AND 132 FEET NORTHEAST OF THE PETER KOTT STORE (IN 1934).  A
 RJ0056'CHIPPEWA COUNTY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 RJ0056'POST MARKED CHIPPEWA COUNTY CORNER AND PROJECTING 2 INCHES
 RJ0056'ABOVE GROUND.
 RJ0056
 RJ0056                          STATION RECOVERY (1983)
 RJ0056
 RJ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0056'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0025 ***********************************************************************
 RH0025  DESIGNATION -  CHIPPEWA POINT USLS 1896
 RH0025  PID         -  RH0025
 RH0025  STATE/COUNTY-  MI/CHIPPEWA
 RH0025  USGS QUAD   -  DRUMMOND (1994)
 RH0025
 RH0025                         *CURRENT SURVEY CONTROL
 RH0025  ___________________________________________________________________
 RH0025* NAD 83(1994)-  46 06 02.52449(N)    083 43 11.08840(W)     ADJUSTED  
 RH0025* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 RH0025  ___________________________________________________________________
 RH0025  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 RH0025  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 RH0025
 RH0025  HORZ ORDER  -  THIRD
 RH0025
 RH0025.The horizontal coordinates were established by classical geodetic methods
 RH0025.and adjusted by the National Geodetic Survey in February 1997..
 RH0025
 RH0025.The orthometric height was scaled from a topographic map.
 RH0025
 RH0025.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0025
 RH0025.The geoid height was determined by GEOID03.
 RH0025
 RH0025;                    North         East     Units Scale Factor Converg.
 RH0025;SPC MI N     -   151,664.096 8,253,542.168   MT  0.99990800   +2 22 15.4
 RH0025;SPC MI N     -   497,585.62 27,078,550.42   iFT  0.99990800   +2 22 15.4
 RH0025;SPC MI C     -   309,584.169 6,050,026.906   MT  1.00011745   +0 27 25.2
 RH0025;SPC MI C     - 1,015,696.09 19,849,169.64   iFT  1.00011745   +0 27 25.2
 RH0025;UTM  17      - 5,108,832.541   289,789.025   MT  1.00014325   -1 57 37.6
 RH0025
 RH0025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0025!SPC MI N     -   0.99997789  x   0.99990800  =   0.99988589
 RH0025!SPC MI C     -   0.99997789  x   1.00011745  =   1.00009534
 RH0025!UTM  17      -   0.99997789  x   1.00014325  =   1.00012114
 RH0025
 RH0025:                Primary Azimuth Mark                     Grid Az
 RH0025:SPC MI N     -  SULPHUR ISLAND LH 1944                   058 04 28.8
 RH0025:SPC MI C     -  SULPHUR ISLAND LH 1944                   059 59 19.0
 RH0025:UTM  17      -  SULPHUR ISLAND LH 1944                   062 24 21.8
 RH0025
 RH0025|---------------------------------------------------------------------|
 RH0025| PID    Reference Object                     Distance      Geod. Az  |
 RH0025|                                                           dddmmss.s |
 RH0025| RH0016 SULPHUR ISLAND LH 1944              APPROX. 9.9 KM 0602644.2 |
 RH0025| RH0034 285 USLS 1894                       APPROX. 7.0 KM 2334319.8 |
 RH0025|---------------------------------------------------------------------|
 RH0025
 RH0025                          SUPERSEDED SURVEY CONTROL
 RH0025
 RH0025  NAD 83(1986)-  46 06 02.51059(N)    083 43 11.09210(W) AD(       ) 3
 RH0025  NAD 27      -  46 06 02.43700(N)    083 43 11.06300(W) AD(       ) 3
 RH0025
 RH0025.Superseded values are not recommended for survey control.
 RH0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0025.See file dsdata.txt to determine how the superseded data were derived.
 RH0025
 RH0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM8978908833(NAD 83)
 RH0025_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RH0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RH0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0025+STABILITY: SURFACE MOTION
 RH0025
 RH0025  HISTORY     - Date     Condition        Report By
 RH0025  HISTORY     - 1896     MONUMENTED       USLS
 RH0025  HISTORY     - 1958     GOOD             IBC
 RH0025
 RH0025                          STATION DESCRIPTION
 RH0025
 RH0025'DESCRIBED BY US LAKE SURVEY 1896
 RH0025'ON CHIPPEWA POINT, THE NW POINT OF THE E HALF OF DRUMMOND ISLAND WHERE
 RH0025'POTAGANNISSING BAY AND THE NORTH CHANNEL COME TOGETHER.  IT IS ABOUT
 RH0025'100 FEET E FROM THE EXTREME POINT AND AT ABOUT THE CENTER OF THE
 RH0025'POINT N AND S.
 RH0025'
 RH0025'STATION MARK--THE USUAL SUBSURFACE MARK, A DRILL HOLE IN A ROCK
 RH0025'UNDERGROUND.  A STANDARD U S L S BRONZE DISK WITH CROSS AND
 RH0025'---CHIPPEWA---STAMPED ON IT IS IN THE TOP OF A 6-INCH CYLINDER OF
 RH0025'CONCRETE SET WITH THE TOP 15 INCHES ABOVE GROUND IN A LARGE CAIRN.
 RH0025'A 35-FOOT POLE WAS SET OVER THE STATION TO USE IN SETTING BUOYS.
 RH0025
 RH0025                          STATION RECOVERY (1958)
 RH0025
 RH0025'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0032 ***********************************************************************
 PL0032  DESIGNATION -  CHISELED CROSS
 PL0032  PID         -  PL0032
 PL0032  STATE/COUNTY-  MI/OSCODA
 PL0032  USGS QUAD   -  MIO (1972)
 PL0032
 PL0032                         *CURRENT SURVEY CONTROL
 PL0032  ___________________________________________________________________
 PL0032* NAD 83(1986)-  44 39 08.     (N)    084 07 48.     (W)     SCALED    
 PL0032* NAVD 88     -       310.942  (meters)    1020.15   (feet)  ADJUSTED  
 PL0032  ___________________________________________________________________
 PL0032  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 PL0032  DYNAMIC HT  -         310.905 (meters)    1020.03  (feet)  COMP
 PL0032  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 PL0032
 PL0032  VERT ORDER  -  SECOND    CLASS 0
 PL0032
 PL0032.The horizontal coordinates were scaled from a topographic map and have
 PL0032.an estimated accuracy of +/- 6 seconds.
 PL0032
 PL0032.The orthometric height was determined by differential leveling
 PL0032.and adjusted by the National Geodetic Survey in June 1991..
 PL0032
 PL0032.The geoid height was determined by GEOID03.
 PL0032
 PL0032.The dynamic height is computed by dividing the NAVD 88
 PL0032.geopotential number by the normal gravity value computed on the
 PL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0032.degrees latitude (g = 980.6199 gals.).
 PL0032
 PL0032.The modeled gravity was interpolated from observed gravity values.
 PL0032
 PL0032;                    North         East    Units  Estimated Accuracy
 PL0032;SPC MI C     -   148,430.    6,018,770.      MT  (+/- 180 meters Scaled)
 PL0032
 PL0032                          SUPERSEDED SURVEY CONTROL
 PL0032
 PL0032  NGVD 29 (??/??/92)  311.079  (m)         1020.60   (f) ADJ UNCH    2 0
 PL0032
 PL0032.Superseded values are not recommended for survey control.
 PL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0032.See file dsdata.txt to determine how the superseded data were derived.
 PL0032
 PL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ275483(NAD 83)
 PL0032_MARKER: X = CHISELED CROSS
 PL0032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0032_SP_SET: STEP
 PL0032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0032
 PL0032  HISTORY     - Date     Condition        Report By
 PL0032  HISTORY     - UNK      MONUMENTED       MIDH
 PL0032  HISTORY     - 1938     GOOD             NGS
 PL0032  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0032
 PL0032                          STATION DESCRIPTION
 PL0032
 PL0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 PL0032'AT MIO.
 PL0032'AT MIO, OSCODA COUNTY, ON STATE HIGHWAY 33, 60 YARDS NORTHEAST
 PL0032'OF THE NORTHEAST CORNER OF THE WHITNEY PHARMACY, AT THE SOUTHWEST
 PL0032'CORNER OF A 1-STORY FRAME BUILDING, ON THE TOP OF THE SOUTHWEST
 PL0032'CORNER OF A CONCRETE STEP, AND 42 FEET EAST OF THE CENTERLINE OF
 PL0032'THE HIGHWAY.  A CHISELED CROSS.
 PL0032
 PL0032                          STATION RECOVERY (2001)
 PL0032
 PL0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0286 ***********************************************************************
 NF0286  DESIGNATION -  CHISELED CROSS
 NF0286  PID         -  NF0286
 NF0286  STATE/COUNTY-  MI/EATON
 NF0286  USGS QUAD   -  CHARLOTTE (1980)
 NF0286
 NF0286                         *CURRENT SURVEY CONTROL
 NF0286  ___________________________________________________________________
 NF0286* NAD 83(1986)-  42 34 12.     (N)    084 50 15.     (W)     SCALED    
 NF0286* NAVD 88     -       278.939  (meters)     915.15   (feet)  POSTED    
 NF0286  ___________________________________________________________________
 NF0286  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF0286  DYNAMIC HT  -         278.850 (meters)     914.86  (feet)  COMP
 NF0286  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NF0286
 NF0286  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NF0286
 NF0286.The horizontal coordinates were scaled from a topographic map and have
 NF0286.an estimated accuracy of +/- 6 seconds.
 NF0286
 NF0286.The orthometric height was determined by differential leveling
 NF0286.and adjusted by the National Geodetic Survey in 1992..
 NF0286.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NF0286.rate greater than 8.0 mm/km.
 NF0286
 NF0286.The geoid height was determined by GEOID03.
 NF0286
 NF0286.The dynamic height is computed by dividing the NAVD 88
 NF0286.geopotential number by the normal gravity value computed on the
 NF0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0286.degrees latitude (g = 980.6199 gals.).
 NF0286
 NF0286.The modeled gravity was interpolated from observed gravity values.
 NF0286
 NF0286;                    North         East    Units  Estimated Accuracy
 NF0286;SPC MI S     -   118,960.    3,961,340.      MT  (+/- 180 meters Scaled)
 NF0286
 NF0286                          SUPERSEDED SURVEY CONTROL
 NF0286
 NF0286  NGVD 29 (??/??/92)  279.074  (m)          915.60   (f) ADJ UNCH    2 0
 NF0286
 NF0286.Superseded values are not recommended for survey control.
 NF0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0286.See file dsdata.txt to determine how the superseded data were derived.
 NF0286
 NF0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN774153(NAD 83)
 NF0286_MARKER: X = CHISELED CROSS
 NF0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0286_SP_SET: DOOR SILL
 NF0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0286
 NF0286  HISTORY     - Date     Condition        Report By
 NF0286  HISTORY     - UNK      MONUMENTED       MCRR
 NF0286  HISTORY     - 1934     GOOD             NGS
 NF0286  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0286  HISTORY     - 20050815 MARK NOT FOUND   USPSQD
 NF0286
 NF0286                          STATION DESCRIPTION
 NF0286
 NF0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0286'AT CHARLOTTE.
 NF0286'AT CHARLOTTE, EATON COUNTY, AT THE WAITING ROOM OF THE MICHIGAN
 NF0286'CENTRAL RAILROAD STATION, IN THE TOP OF THE SOUTHWEST END OF
 NF0286'THE NORTHEAST DOOR SILL, AND 1.6 FEET HIGHER THAN THE PAVEMENT.
 NF0286'A CHISELED CROSS.
 NF0286
 NF0286                          STATION RECOVERY (1976)
 NF0286
 NF0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0286'MARK NOT FOUND.
 NF0286
 NF0286                          STATION RECOVERY (2005)
 NF0286
 NF0286'RECOVERY NOTE BY US POWER SQUADRON 2005
 NF0286'IN THE 1950'S THE STATION WAS CLOSED. LATER, IT WAS SOLD AND CONVERTED
 NF0286'INTO AN ICE CREAM PARLOR/RESTURANT AND HAS SINCE GONE THROUGH SEVERAL
 NF0286'ITERATIONS OF THE ABOVE. PHYSICAL ALTERATIONS OF THE STRUCTURE HAVE
 NF0286'BEEN MADE THROUGH THE YEARS. THE MARKER CHISELED CROSS IS NO LONGER
 NF0286'VISIBLE AND ITS STRUCTURAL ENVIRONS APPEAR TO HAVE BEEN CHANGED.
 NF0286'HISTORY INFORMANT IS FAYE BINKOWSKI - PRESENT OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0575 ***********************************************************************
 NF0575  DESIGNATION -  CHISELED SQUARE
 NF0575  PID         -  NF0575
 NF0575  STATE/COUNTY-  MI/VAN BUREN
 NF0575  USGS QUAD   -  GOBLES EAST (1981)
 NF0575
 NF0575                         *CURRENT SURVEY CONTROL
 NF0575  ___________________________________________________________________
 NF0575* NAD 83(1986)-  42 21 23.     (N)    085 46 30.     (W)     SCALED    
 NF0575* NAVD 88     -       222.045  (meters)     728.49   (feet)  ADJUSTED  
 NF0575  ___________________________________________________________________
 NF0575  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF0575  DYNAMIC HT  -         221.980 (meters)     728.28  (feet)  COMP
 NF0575  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 NF0575
 NF0575  VERT ORDER  -  SECOND    CLASS 0
 NF0575
 NF0575.The horizontal coordinates were scaled from a topographic map and have
 NF0575.an estimated accuracy of +/- 6 seconds.
 NF0575
 NF0575.The orthometric height was determined by differential leveling
 NF0575.and adjusted by the National Geodetic Survey in June 1991..
 NF0575
 NF0575.The geoid height was determined by GEOID03.
 NF0575
 NF0575.The dynamic height is computed by dividing the NAVD 88
 NF0575.geopotential number by the normal gravity value computed on the
 NF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0575.degrees latitude (g = 980.6199 gals.).
 NF0575
 NF0575.The modeled gravity was interpolated from observed gravity values.
 NF0575
 NF0575;                    North         East    Units  Estimated Accuracy
 NF0575;SPC MI S     -    96,100.    3,883,980.      MT  (+/- 180 meters Scaled)
 NF0575
 NF0575                          SUPERSEDED SURVEY CONTROL
 NF0575
 NF0575  NGVD 29 (??/??/92)  222.18   (m)          728.9    (f) COMPUTED    2 0
 NF0575
 NF0575.Superseded values are not recommended for survey control.
 NF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0575.See file dsdata.txt to determine how the superseded data were derived.
 NF0575
 NF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM008900(NAD 83)
 NF0575_MARKER: Q = CHISELED SQUARE
 NF0575_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NF0575_SP_SET: STEPS
 NF0575_MARK LOGO: NONE  
 NF0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0575
 NF0575  HISTORY     - Date     Condition        Report By
 NF0575  HISTORY     - UNK      MONUMENTED       CGS
 NF0575  HISTORY     - 1948     GOOD             NGS
 NF0575  HISTORY     - 1983     GOOD             USPSQD
 NF0575  HISTORY     - 1984     POOR             NGS
 NF0575
 NF0575                          STATION DESCRIPTION
 NF0575
 NF0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0575'AT MENTHA.
 NF0575'AT MENTHA, VAN BUREN COUNTY, 100 YARDS SOUTH OF THE MICHIGAN
 NF0575'CENTRAL RAILROAD TRACK, AT THE GENERAL STORE AND POST OFFICE,
 NF0575'ON THE BOTTOM STEP AT THE SOUTH SIDE OF THE FRONT ENTRANCE, 8
 NF0575'INCHES EAST OF THE FACE OF THE BUILDING, AND 18 INCHES HIGHER THAN
 NF0575'THE GROUND.  A CHISELED SQUARE.
 NF0575
 NF0575                          STATION RECOVERY (1983)
 NF0575
 NF0575'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0575'MCRR ABANDONED, RAILS AND DES MISSING. STAIRS AT FRONT ENTRANCE ARE
 NF0575'SEMICIRCULAR AS VIEWED FROM ABOVE, SUPPORT 4 WHITE COLUMN. CHISLED
 NF0575'SQUARE IN RISES OF BOTTOM STEP AT SOUTH SIDE, SEVEN INCHES FROM FRONT
 NF0575'WELL OF BUILDING.
 NF0575
 NF0575                          STATION RECOVERY (1984)
 NF0575
 NF0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0575'RECOVERED IN POOR CONDITION.  THE STEPS ARE WEATHER BEATEN AND
 NF0575'CRACKED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0361 ***********************************************************************
 OK0361  DESIGNATION -  CHISELED SQUARE
 OK0361  PID         -  OK0361
 OK0361  STATE/COUNTY-  MI/NEWAYGO
 OK0361  USGS QUAD   -  NEWAYGO (1985)
 OK0361
 OK0361                         *CURRENT SURVEY CONTROL
 OK0361  ___________________________________________________________________
 OK0361* NAD 83(1986)-  43 25 21.     (N)    085 48 00.     (W)     SCALED    
 OK0361* NAVD 88     -       203.019  (meters)     666.07   (feet)  ADJUSTED  
 OK0361  ___________________________________________________________________
 OK0361  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OK0361  DYNAMIC HT  -         202.976 (meters)     665.93  (feet)  COMP
 OK0361  MODELED GRAV-     980,402.2   (mgal)                       NAVD 88
 OK0361
 OK0361  VERT ORDER  -  SECOND    CLASS 0
 OK0361
 OK0361.The horizontal coordinates were scaled from a topographic map and have
 OK0361.an estimated accuracy of +/- 6 seconds.
 OK0361
 OK0361.The orthometric height was determined by differential leveling
 OK0361.and adjusted by the National Geodetic Survey in June 1991..
 OK0361
 OK0361.The geoid height was determined by GEOID03.
 OK0361
 OK0361.The dynamic height is computed by dividing the NAVD 88
 OK0361.geopotential number by the normal gravity value computed on the
 OK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0361.degrees latitude (g = 980.6199 gals.).
 OK0361
 OK0361.The modeled gravity was interpolated from observed gravity values.
 OK0361
 OK0361;                    North         East    Units  Estimated Accuracy
 OK0361;SPC MI S     -   214,540.    3,883,940.      MT  (+/- 180 meters Scaled)
 OK0361
 OK0361                          SUPERSEDED SURVEY CONTROL
 OK0361
 OK0361  NGVD 29 (??/??/92)  203.146  (m)          666.49   (f) ADJ UNCH    2 0
 OK0361
 OK0361.Superseded values are not recommended for survey control.
 OK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0361.See file dsdata.txt to determine how the superseded data were derived.
 OK0361
 OK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP971084(NAD 83)
 OK0361_MARKER: Q = CHISELED SQUARE
 OK0361_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0361_SP_SET: STEP
 OK0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0361
 OK0361  HISTORY     - Date     Condition        Report By
 OK0361  HISTORY     - UNK      MONUMENTED       PMRR
 OK0361  HISTORY     - 1934     GOOD             NGS
 OK0361  HISTORY     - 19950902 GOOD             USPSQD
 OK0361  HISTORY     - 19970527 GOOD             USPSQD
 OK0361  HISTORY     - 20021005 GOOD             USPSQD
 OK0361
 OK0361                          STATION DESCRIPTION
 OK0361
 OK0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0361'AT NEWAYGO.
 OK0361'AT NEWAYGO, NEWAYGO COUNTY,ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0361'AT THE BRIDGE OVER A ROAD LEADING TO A POWER PLANT IN THE FIRST
 OK0361'STEP DOWN FROM THE TOP OF THE SOUTH ABUTMENT, JUST ABOVE THE
 OK0361'DATE 1907, 8 FEET EAST OF THE EAST RAIL, AND ABOUT 1 FOOT LOWER
 OK0361'THAN THE TOP OF THE RAIL.  A CHISELED SQUARE.
 OK0361
 OK0361                          STATION RECOVERY (1995)
 OK0361
 OK0361'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0361'RECOVERED IN GOOD CONDITION.
 OK0361
 OK0361                          STATION RECOVERY (1997)
 OK0361
 OK0361'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0361'RECOVERED IN GOOD CONDITION.
 OK0361
 OK0361                          STATION RECOVERY (2002)
 OK0361
 OK0361'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OK0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0255 ***********************************************************************
 NF0255  DESIGNATION -  CHISELED SQUARE
 NF0255  PID         -  NF0255
 NF0255  STATE/COUNTY-  MI/INGHAM
 NF0255  USGS QUAD   -  LANSING NORTH (1980)
 NF0255
 NF0255                         *CURRENT SURVEY CONTROL
 NF0255  ___________________________________________________________________
 NF0255* NAD 83(1986)-  42 45 47.     (N)    084 34 02.     (W)     SCALED    
 NF0255* NAVD 88     -       258.266  (meters)     847.33   (feet)  ADJUSTED  
 NF0255  ___________________________________________________________________
 NF0255  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0255  DYNAMIC HT  -         258.194 (meters)     847.09  (feet)  COMP
 NF0255  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NF0255
 NF0255  VERT ORDER  -  SECOND    CLASS 0
 NF0255
 NF0255.The horizontal coordinates were scaled from a topographic map and have
 NF0255.an estimated accuracy of +/- 6 seconds.
 NF0255
 NF0255.The orthometric height was determined by differential leveling
 NF0255.and adjusted by the National Geodetic Survey in June 1991..
 NF0255
 NF0255.The geoid height was determined by GEOID03.
 NF0255
 NF0255.The dynamic height is computed by dividing the NAVD 88
 NF0255.geopotential number by the normal gravity value computed on the
 NF0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0255.degrees latitude (g = 980.6199 gals.).
 NF0255
 NF0255.The modeled gravity was interpolated from observed gravity values.
 NF0255
 NF0255;                    North         East    Units  Estimated Accuracy
 NF0255;SPC MI S     -   140,320.    3,983,590.      MT  (+/- 180 meters Scaled)
 NF0255
 NF0255                          SUPERSEDED SURVEY CONTROL
 NF0255
 NF0255  NGVD 29 (??/??/92)  258.43   (m)          847.9    (f) COMPUTED    2 0
 NF0255
 NF0255.Superseded values are not recommended for survey control.
 NF0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0255.See file dsdata.txt to determine how the superseded data were derived.
 NF0255
 NF0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN990373(NAD 83)
 NF0255_MARKER: Q = CHISELED SQUARE
 NF0255_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0255_SP_SET: SIGNAL FOUNDATION
 NF0255_PROJECTION: FLUSH
 NF0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0255
 NF0255  HISTORY     - Date     Condition        Report By
 NF0255  HISTORY     - UNK      MONUMENTED       CGS
 NF0255  HISTORY     - 1955     GOOD             NGS
 NF0255  HISTORY     - 1977     GOOD             NGS
 NF0255  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0255
 NF0255                          STATION DESCRIPTION
 NF0255
 NF0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NF0255'2.5 MI NW FROM LANSING.
 NF0255'2.5 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0255'UNION STATION AT LANSING, INGHAM COUNTY, AT THE INTERSECTION OF
 NF0255'THE RAILROAD CROSSING AND DE WITT ROAD, IN THE CENTER OF THE EAST
 NF0255'SIDE OF THE CONCRETE FOUNDATION OF A FLASHING SIGNAL, 40 FEET
 NF0255'SOUTHEAST OF THE CENTERLINE OF THE CROSSING, 20.4 FEET EAST OF
 NF0255'THE CENTERLINE OF THE ROAD, AND 13.6 FEET SOUTH OF THE SOUTH
 NF0255'RAIL.  A CHISELED SQUARE.
 NF0255
 NF0255                          STATION RECOVERY (1977)
 NF0255
 NF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0255'RECOVERED IN GOOD CONDITION.
 NF0255
 NF0255                          STATION RECOVERY (1992)
 NF0255
 NF0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0255'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0109 ***********************************************************************
 NF0109  DESIGNATION -  CHISELED SQUARE
 NF0109  PID         -  NF0109
 NF0109  STATE/COUNTY-  MI/SHIAWASSEE
 NF0109  USGS QUAD   -  OWOSSO SOUTH (1972)
 NF0109
 NF0109                         *CURRENT SURVEY CONTROL
 NF0109  ___________________________________________________________________
 NF0109* NAD 83(1986)-  42 59 34.     (N)    084 10 19.     (W)     SCALED    
 NF0109* NAVD 88     -       226.280  (meters)     742.39   (feet)  ADJUSTED  
 NF0109  ___________________________________________________________________
 NF0109  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NF0109  DYNAMIC HT  -         226.229 (meters)     742.22  (feet)  COMP
 NF0109  MODELED GRAV-     980,387.0   (mgal)                       NAVD 88
 NF0109
 NF0109  VERT ORDER  -  SECOND    CLASS 0
 NF0109
 NF0109.The horizontal coordinates were scaled from a topographic map and have
 NF0109.an estimated accuracy of +/- 6 seconds.
 NF0109
 NF0109.The orthometric height was determined by differential leveling
 NF0109.and adjusted by the National Geodetic Survey in June 1991..
 NF0109
 NF0109.The geoid height was determined by GEOID03.
 NF0109
 NF0109.The dynamic height is computed by dividing the NAVD 88
 NF0109.geopotential number by the normal gravity value computed on the
 NF0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0109.degrees latitude (g = 980.6199 gals.).
 NF0109
 NF0109.The modeled gravity was interpolated from observed gravity values.
 NF0109
 NF0109;                    North         East    Units  Estimated Accuracy
 NF0109;SPC MI S     -   165,830.    4,015,880.      MT  (+/- 180 meters Scaled)
 NF0109
 NF0109                          SUPERSEDED SURVEY CONTROL
 NF0109
 NF0109  NGVD 29 (??/??/92)  226.426  (m)          742.87   (f) ADJ UNCH    2 0
 NF0109
 NF0109.Superseded values are not recommended for survey control.
 NF0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0109.See file dsdata.txt to determine how the superseded data were derived.
 NF0109
 NF0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN305638(NAD 83)
 NF0109_MARKER: Q = CHISELED SQUARE
 NF0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0109_SP_SET: SIGNAL BASE
 NF0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0109
 NF0109  HISTORY     - Date     Condition        Report By
 NF0109  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0109  HISTORY     - 1934     GOOD             NGS
 NF0109  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0109  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NF0109
 NF0109                          STATION DESCRIPTION
 NF0109
 NF0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0109'AT OWOSSO.
 NF0109'AT OWOSSO, SHIAWASSEE COUNTY, AT A SIGNAL IN FRONT OF THE GRAND
 NF0109'TRUNK RAILWAY STATION, ON THE TOP OF THE SOUTHWEST CORNER OF THE
 NF0109'CONCRETE BASE, 12 FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH
 NF0109'THE TOP OF THE RAIL.  A CHISELED SQUARE.
 NF0109
 NF0109                          STATION RECOVERY (2001)
 NF0109
 NF0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0109
 NF0109                          STATION RECOVERY (2001)
 NF0109
 NF0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0109'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0302 ***********************************************************************
 NF0302  DESIGNATION -  CHISELED SQUARE
 NF0302  PID         -  NF0302
 NF0302  STATE/COUNTY-  MI/IONIA
 NF0302  USGS QUAD   -  PORTLAND NORTH (1978)
 NF0302
 NF0302                         *CURRENT SURVEY CONTROL
 NF0302  ___________________________________________________________________
 NF0302* NAD 83(1986)-  42 59 56.     (N)    084 54 29.     (W)     SCALED    
 NF0302* NAVD 88     -       201.710  (meters)     661.78   (feet)  ADJUSTED  
 NF0302  ___________________________________________________________________
 NF0302  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF0302  DYNAMIC HT  -         201.660 (meters)     661.61  (feet)  COMP
 NF0302  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 NF0302
 NF0302  VERT ORDER  -  SECOND    CLASS 0
 NF0302
 NF0302.The horizontal coordinates were scaled from a topographic map and have
 NF0302.an estimated accuracy of +/- 6 seconds.
 NF0302
 NF0302.The orthometric height was determined by differential leveling
 NF0302.and adjusted by the National Geodetic Survey in June 1991..
 NF0302
 NF0302.The geoid height was determined by GEOID03.
 NF0302
 NF0302.The dynamic height is computed by dividing the NAVD 88
 NF0302.geopotential number by the normal gravity value computed on the
 NF0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0302.degrees latitude (g = 980.6199 gals.).
 NF0302
 NF0302.The modeled gravity was interpolated from observed gravity values.
 NF0302
 NF0302;                    North         East    Units  Estimated Accuracy
 NF0302;SPC MI S     -   166,640.    3,955,860.      MT  (+/- 180 meters Scaled)
 NF0302
 NF0302                          SUPERSEDED SURVEY CONTROL
 NF0302
 NF0302  NGVD 29 (??/??/92)  201.85   (m)          662.2    (f) COMPUTED    2 0
 NF0302
 NF0302.Superseded values are not recommended for survey control.
 NF0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0302.See file dsdata.txt to determine how the superseded data were derived.
 NF0302
 NF0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN705628(NAD 83)
 NF0302_MARKER: Q = CHISELED SQUARE
 NF0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0302_SP_SET: BRIDGE
 NF0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0302
 NF0302  HISTORY     - Date     Condition        Report By
 NF0302  HISTORY     - UNK      MONUMENTED       GTWRR
 NF0302  HISTORY     - 1934     GOOD             NGS
 NF0302
 NF0302                          STATION DESCRIPTION
 NF0302
 NF0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0302'2.3 MI E FROM MUIR.
 NF0302'2.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0302'STATION AT MUIR, IONIA COUNTY, AT BRIDGE 115.94 OVER STONY
 NF0302'CREEK, ON THE TOP OF THE SOUTHEAST CORNER OF THE SOUTH WINGWALL,
 NF0302'7.2 FEET SOUTH OF THE SOUTH RAIL, 7 INCHES NORTHEAST OF THE
 NF0302'SOUTHWEST CORNER, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 NF0302'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0256 ***********************************************************************
 QK0256  DESIGNATION -  CHRIS
 QK0256  PID         -  QK0256
 QK0256  STATE/COUNTY-  MI/MACKINAC
 QK0256  USGS QUAD   -  ST IGNACE (1976)
 QK0256
 QK0256                         *CURRENT SURVEY CONTROL
 QK0256  ___________________________________________________________________
 QK0256* NAD 83(1986)-  45 50 13.     (N)    084 43 28.     (W)     SCALED    
 QK0256* NAVD 88     -       180.495  (meters)     592.17   (feet)  ADJUSTED  
 QK0256  ___________________________________________________________________
 QK0256  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0256  DYNAMIC HT  -         180.501 (meters)     592.19  (feet)  COMP
 QK0256  MODELED GRAV-     980,645.8   (mgal)                       NAVD 88
 QK0256
 QK0256  VERT ORDER  -  FIRST     CLASS 0
 QK0256
 QK0256.The horizontal coordinates were scaled from a topographic map and have
 QK0256.an estimated accuracy of +/- 6 seconds.
 QK0256
 QK0256.The orthometric height was determined by differential leveling
 QK0256.and adjusted by the National Geodetic Survey in June 1991..
 QK0256
 QK0256.The geoid height was determined by GEOID03.
 QK0256
 QK0256.The dynamic height is computed by dividing the NAVD 88
 QK0256.geopotential number by the normal gravity value computed on the
 QK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0256.degrees latitude (g = 980.6199 gals.).
 QK0256
 QK0256.The modeled gravity was interpolated from observed gravity values.
 QK0256
 QK0256;                    North         East    Units  Estimated Accuracy
 QK0256;SPC MI N     -   119,640.    8,176,750.      MT  (+/- 180 meters Scaled)
 QK0256
 QK0256                          SUPERSEDED SURVEY CONTROL
 QK0256
 QK0256  NGVD 29 (??/??/92)  180.53   (m)          592.3    (f) COMPUTED    1 0
 QK0256
 QK0256.Superseded values are not recommended for survey control.
 QK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0256.See file dsdata.txt to determine how the superseded data were derived.
 QK0256
 QK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767784(NAD 83)
 QK0256_MARKER: DD = SURVEY DISK
 QK0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0256_SP_SET: WALL
 QK0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0256
 QK0256  HISTORY     - Date     Condition        Report By
 QK0256  HISTORY     - 1972     MONUMENTED       NOS
 QK0256  HISTORY     - 1972     GOOD             USLS
 QK0256  HISTORY     - 1983     POOR             NGS
 QK0256  HISTORY     - 19950701 GOOD             USPSQD
 QK0256
 QK0256                          STATION DESCRIPTION
 QK0256
 QK0256'DESCRIBED BY US LAKE SURVEY 1972
 QK0256'AT ST IGNACE.
 QK0256'CHRIS IS AT ST. IGNACE, MACKINAC COUNTY, MICHIGAN, AT SOUTH END OF
 QK0256'NORTH CAUSEWAY SUPPORTING THE APPROACH TO THE MACKINAC BRIDGE,
 QK0256'ON NORTH SIDE OF CONCRETE RETAINING WALL, 3.0 FEET ABOVE THE
 QK0256'GROUND, 2.0 FEET WEST OF EAST FACE OF WALL, BEING HORIZONTAL
 QK0256'LINE OF CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE
 QK0256'WALL.  NOTE-- PREV. DESIG. CHRIS 1972.
 QK0256
 QK0256                          STATION RECOVERY (1983)
 QK0256
 QK0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0256'RECOVERED IN POOR CONDITION BUT NOT LEVELED TO IN 1983.  NEW
 QK0256'DESCRIPTION FOLLOWS.  1.35 KM (0.85 MI) SOUTHWEST ALONG INTERSTATE
 QK0256'HIGHWAY 75 BUSINESS AND U.S.  HIGHWAY 2 WEST FROM THE POST OFFICE IN
 QK0256'ST. IGNACE, THENCE 2.3 KM (1.45 MI) SOUTH ALONG INTERSTATE HIGHWAY 75,
 QK0256'AT THE SOUTH END OF THE NORTH APPROACH TO MACKINAC BRIDGE PIER NUMBER
 QK0256'34, SET VERTICALLY IN THE NORTH SIDE OF THE CONCRETE RETAINING WALL,
 QK0256'0.60 METERS (2.0 FT) WEST OF THE EAST FACE OF WALL.  NOTE, THIS DISK
 QK0256'IS IN VERY POOR CONDITION AND IS LOOSE, SHOULD BE DESTROYED.
 QK0256'THE MARK IS 0.91 M ABOVE GROUND.
 QK0256
 QK0256                          STATION RECOVERY (1995)
 QK0256
 QK0256'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0210 ***********************************************************************
 RJ0210  DESIGNATION -  CHU
 RJ0210  PID         -  RJ0210
 RJ0210  STATE/COUNTY-  MI/CHIPPEWA
 RJ0210  USGS QUAD   -  GOETZVILLE (1976)
 RJ0210
 RJ0210                         *CURRENT SURVEY CONTROL
 RJ0210  ___________________________________________________________________
 RJ0210* NAD 83(1986)-  46 19 24.     (N)    084 06 54.     (W)     SCALED    
 RJ0210* NAVD 88     -       178.062  (meters)     584.19   (feet)  ADJUSTED  
 RJ0210  ___________________________________________________________________
 RJ0210  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0210  DYNAMIC HT  -         178.071 (meters)     584.22  (feet)  COMP
 RJ0210  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0210
 RJ0210  VERT ORDER  -  FIRST     CLASS I
 RJ0210
 RJ0210.The horizontal coordinates were scaled from a topographic map and have
 RJ0210.an estimated accuracy of +/- 6 seconds.
 RJ0210
 RJ0210.The orthometric height was determined by differential leveling
 RJ0210.and adjusted by the National Geodetic Survey in June 1991..
 RJ0210
 RJ0210.The geoid height was determined by GEOID03.
 RJ0210
 RJ0210.The dynamic height is computed by dividing the NAVD 88
 RJ0210.geopotential number by the normal gravity value computed on the
 RJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0210.degrees latitude (g = 980.6199 gals.).
 RJ0210
 RJ0210.The modeled gravity was interpolated from observed gravity values.
 RJ0210
 RJ0210;                    North         East    Units  Estimated Accuracy
 RJ0210;SPC MI N     -   175,200.    8,222,110.      MT  (+/- 180 meters Scaled)
 RJ0210
 RJ0210                          SUPERSEDED SURVEY CONTROL
 RJ0210
 RJ0210  NGVD 29 (??/??/92)  178.045  (m)          584.14   (f) ADJ UNCH    1 1
 RJ0210
 RJ0210.Superseded values are not recommended for survey control.
 RJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0210.See file dsdata.txt to determine how the superseded data were derived.
 RJ0210
 RJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS220340(NAD 83)
 RJ0210_MARKER: Z = SEE DESCRIPTION
 RJ0210_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0210+WITH SETTING: INTO GROUND
 RJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0210+STABILITY: SURFACE MOTION
 RJ0210
 RJ0210  HISTORY     - Date     Condition        Report By
 RJ0210  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0210  HISTORY     - 1969     GOOD             USLS
 RJ0210  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0210
 RJ0210                          STATION DESCRIPTION
 RJ0210
 RJ0210'DESCRIBED BY US LAKE SURVEY 1969
 RJ0210'AT SUGAR ISLAND.
 RJ0210'CHU IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, ON HARDWOOD
 RJ0210'POINT, NEAR SOUTH END OF ISLAND, FROM FERRY DOCK PROCEED EAST
 RJ0210'4.9 MILES ON PAVED ROAD, TURN RIGHT, GO 1.6 MILES SOUTH, TURN
 RJ0210'RIGHT, GO 1.0 MILE WEST, TURN LEFT, GO 3.1 MILES SOUTH, TURN
 RJ0210'LEFT, GO 0.52 MILE EAST, TURN RIGHT, GO 2.0 MILES SOUTH, TURN
 RJ0210'LEFT, GO 0.44 MILE EAST, TURN RIGHT AT Y-INTERSECTION, GO 2.3
 RJ0210'MILES SOUTHEAST, THEN SOUTH 1.6 MILES, THEN SOUTHEAST 3.2 MILES
 RJ0210'TO CHUCON CABINS, TURN LEFT INTO DRIVE, PROCEED 0.1 MILE TO
 RJ0210'VICINITY OF MARK, 48.2 FEET NORTH OF UTILITY POLE NO. 254-MC,
 RJ0210'19 FEET NORTHEAST OF CENTERLINE OF DRIVE, 10.0 FEET NORTHWEST
 RJ0210'OF WESTERLY CORNER AND IN LINE WITH SOUTHERLY FACE OF CABIN
 RJ0210'NO. 2, 4.4 FEET SOUTHEAST OF 24-INCH MAPLE, 2.4 FEET SOUTHWESTERLY
 RJ0210'OF 12-INCH MAPLE, 1-FOOT BELOW THE GROUND SURFACE, BEING THE
 RJ0210'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 RJ0210'ROD, 8 FEET LONG.
 RJ0210
 RJ0210                          STATION RECOVERY (1983)
 RJ0210
 RJ0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0210'NOT RECOVERED, AN EXHAUSTIVE SEARCH WAS MADE WITH LOCAL
 RJ0210'RESIDENT FOR THIS BENCH MARK, CABINS HAVE BEEN MOVED, UTILITY POLES
 RJ0210'AND TREES REMOVED IN THIS AREA.  INADEQUATE DESCRIPTION FOR RECOVERY
 RJ0210'AT THIS TIME, ALL RECOVERY REFERENCE POINTS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0475 ***********************************************************************
 PL0475  DESIGNATION -  CHUB LAKE
 PL0475  PID         -  PL0475
 PL0475  STATE/COUNTY-  MI/OTSEGO
 PL0475  USGS QUAD   -  TURTLE LAKE (1950)
 PL0475
 PL0475                         *CURRENT SURVEY CONTROL
 PL0475  ___________________________________________________________________
 PL0475* NAD 83(1994)-  44 54 40.08780(N)    084 37 28.34624(W)     ADJUSTED  
 PL0475* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 PL0475  ___________________________________________________________________
 PL0475  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 PL0475  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 PL0475
 PL0475  HORZ ORDER  -  FIRST
 PL0475
 PL0475.The horizontal coordinates were established by classical geodetic methods
 PL0475.and adjusted by the National Geodetic Survey in February 1997..
 PL0475
 PL0475.The orthometric height was scaled from a topographic map.
 PL0475
 PL0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0475
 PL0475.The geoid height was determined by GEOID03.
 PL0475
 PL0475;                    North         East     Units Scale Factor Converg.
 PL0475;SPC MI C     -   177,209.492 5,979,637.859   MT  0.99991286   -0 10 55.8
 PL0475;SPC MI C     -   581,395.97 19,618,234.45   iFT  0.99991286   -0 10 55.8
 PL0475;UTM  16      - 4,975,823.867   687,511.955   MT  1.00003237   +1 40 39.3
 PL0475
 PL0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0475!SPC MI C     -   0.99993853  x   0.99991286  =   0.99985139
 PL0475!UTM  16      -   0.99993853  x   1.00003237  =   0.99997090
 PL0475
 PL0475|---------------------------------------------------------------------|
 PL0475| PID    Reference Object                     Distance      Geod. Az  |
 PL0475|                                                           dddmmss.s |
 PL0475| CH1000 CHUB LAKE RM 1                       19.779 METERS 00356     |
 PL0475| PL0437 LEWISTON RESET                      APPROX.25.0 KM 1035943.8 |
 PL0475| PL0478 CHUB LAKE FIRE LOT 1932              49.510 METERS 25326     |
 PL0475| CH1001 CHUB LAKE RM 2                       28.086 METERS 26608     |
 PL0475| CH0999 CHUB LAKE AZ MK                                    3015533.5 |
 PL0475| QK0659 GAYLORD ST MARYS CHURCH SPIRE       APPROX.13.8 KM 3422241.7 |
 PL0475| QK0656 GAYLORD MUNICIPAL TANK              APPROX.12.8 KM 3422844.2 |
 PL0475|---------------------------------------------------------------------|
 PL0475
 PL0475                          SUPERSEDED SURVEY CONTROL
 PL0475
 PL0475  NAD 83(1986)-  44 54 40.07953(N)    084 37 28.34919(W) AD(       ) 1
 PL0475  NAD 27      -  44 54 40.04400(N)    084 37 28.26300(W) AD(       ) 1
 PL0475
 PL0475.Superseded values are not recommended for survey control.
 PL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0475.See file dsdata.txt to determine how the superseded data were derived.
 PL0475
 PL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8751275824(NAD 83)
 PL0475_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0475
 PL0475  HISTORY     - Date     Condition        Report By
 PL0475  HISTORY     - 1932     MONUMENTED       CGS
 PL0475  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0475  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 PL0475  HISTORY     - 1980     GOOD             MIDH
 PL0475
 PL0475                          STATION DESCRIPTION
 PL0475
 PL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0475'ABOUT 9 MILES SOUTH-SOUTHEAST
 PL0475'OF GAYLORD, ABOUT
 PL0475'3.5 MILES EAST OF OTSEGO LAKE, ON SAME RIDGE AS CHUB
 PL0475'LAKE FIRE LOOKOUT TOWER, 150.0 FEET
 PL0475'EAST-NORTHEAST OF NORTHEAST CORNER OF TOWER,
 PL0475'AND 10 FEET SOUTH OF ROAD LEADING TO TOWER.  TO REACH
 PL0475'FROM OTSEGO LAKE POST
 PL0475'OFFICE, GO NORTH ABOUT 1-3/4 MILES ON U. S. ROUTE 27 TO SAND ROAD
 PL0475'LEADING RIGHT (SOUTHWEST)
 PL0475'THROUGH WOODS, FOLLOW WINDING ROAD 1.2 MILES TO ROAD FORK, FOLLOW
 PL0475'LEFT FORK OF ROAD 2.1 MILES TO
 PL0475'ROAD INTERSECTION, CONTINUE STRAIGHT AHEAD 100 YARDS TO
 PL0475'ROAD TO RIGHT (SOUTH), AND PROCEED SOUTH 0.6
 PL0475'MILE TO STATION SITE.  SURFACE AND
 PL0475'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 PL0475'NOTES 1A AND 7A.  UPPER MARK
 PL0475'IS FLUSH WITH SURFACE.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 PL0475'IN CONCRETE, NOTE 11A.  NO. 1
 PL0475'PROJECTS 5 INCHES, IS 45 FEET NORTH-NORTHWEST OF ROAD
 PL0475'LEADING TO TOWER, AND 64.89 FEET FROM STATION IN
 PL0475'AZIMUTH 183 DEG 57 MIN.  NO. 2 PRJECTS
 PL0475'6 INCHES, IS 12 FEET NORTH OF ROAD LEADING TO TOWER, 62 FEET
 PL0475'NORTHEAST OF NORTHEAST CORNER OF
 PL0475'TOWER, AND 82.17 FEET FROM STATION IN AZIMUTH 86 DEG 08 MIN.  CENTER
 PL0475'OF CHUB LAKE FIRE LOOKOUT TOWER IS
 PL0475'162.0 FEET FROM STATION IN AZIMUTH 73 DEG 26 MIN.
 PL0475
 PL0475                          STATION RECOVERY (1949)
 PL0475
 PL0475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0475'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 PL0475'CONDITION.  THE DIRECTION TO ALL
 PL0475'MARKS CHECKED.  THE DISTANCE TO REFERENCE MARK NO. 2 DID NOT CHECK.
 PL0475'AN AZIMUTH MARK WAS SET BY THIS
 PL0475'PARTY.  THE DISCRIPTION TO THE AZIMUTH MARK FOLLOWS.
 PL0475'
 PL0475'THE AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION.  IT IS 21 FEET
 PL0475'NORTH OF THE CENTER OF A SAND ROAD AND
 PL0475'2 FEET WEST OF A TELEPHONE POLE.  THE MARK PROJECTS 8 INCHES AND THE
 PL0475'DISK IS STAMPED CHUB LAKE 1949.
 PL0475'(NOTE 11A).
 PL0475'
 PL0475'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON SAND ROAD FOR
 PL0475'0.6 MILE TO A SAND T-ROAD, TURN
 PL0475'LEFT AND GO WEST FOR 0.4 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 PL0475'
 PL0475'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PL0475
 PL0475                          STATION RECOVERY (1974)
 PL0475
 PL0475'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GRM)
 PL0475'RECOVERED BY ROBINSON AND MCKELVEY ASSOCIATES INC
 PL0475'CHUB LAKE 1932
 PL0475'EXCELLENT NO WITNESS POSTS WERE SET AS I AM STILL WAIITING FRO THEM-
 PL0475'CHUB LAKE NO. 1 1932 EXCELLENT IT
 PL0475'HAS BEEN OVER A YEAR-
 PL0475'CHUB LAKE NO. 2 1932 EXCELLENT
 PL0475'
 PL0475'THE MARK IS LOCATED ON POSTED PRIVATE PROPERTY
 PL0475'ON THE FORMER SITE
 PL0475'OF THE CHUB LAKE FIRE LOOKOUT TOWER WHICH HAS BLOWN DOWN,
 PL0475'DESC- TO REACH THE MARK FROM THE
 PL0475'INTERSECTION OF OLD US-27 HIGHWAY AND OLD STATE READ
 PL0475'IN THE VILLAGE OF OTSEGO LAKE, GO EAST ON OLD STATE
 PL0475'ROAD, A PAVED 2 LANE HIGHWAY
 PL0475'FOR 3.4 MILES TO THE CREST OF A HILL.  CROSS A POSTED WIRE FENCE ON
 PL0475'THE SOUTH SIDE OF THE ROAD
 PL0475'AND CLIMB THE BANK OF THE OLD STATE ROAD CUT GOING SOUTH.
 PL0475'LOCATE THE OLD FIRETOWER ACCESS
 PL0475'ROAD IN THE WOODS AND PROCEED ALONG IT
 PL0475'FOR 0.4 MILES IN A GENERAL SOUTHWEST DIRECTION TO
 PL0475'THE CREST OF A HILL AND THE
 PL0475'MARK.  1949 DISTANCES TO REF. MARKS WERE CHECKED O.K. AS WELL AS
 PL0475'AZIMUTHS AZIMUTH MARK
 PL0475'NOT FOUND - DESTROYED BY ROAD CONSTRUCTION ON OLD STATE ROAD
 PL0475'RIDGE IS NOW HEADILY WOODED
 PL0475'
 PL0475'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.3 MILES EAST OF VILLAGE
 PL0475'OF OTSEGO LAKE
 PL0475
 PL0475                          STATION RECOVERY (1980)
 PL0475
 PL0475'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0475'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 PL0475'CONDITION, THE AZIMUTH MARK WAS FOUND TIPPED OVER IN THE DITCH ON THE
 PL0475'NORTH SIDE OF OLD STATE ROAD.  THE CHUB LAKE FIRE LOOKOUT TOWER IS
 PL0475'TIPPED OVER BUT THE CONCRETE BASES FOR THE LEGS ARE STILL THERE.  THE
 PL0475'DISTANCE AND DIRECTIONS WERE NOT MEASURED.  THE PREVIOUS DESCRIPTION
 PL0475'IS ADEQUATE EXCEPT THE TO REACH.  FOLLOWING IS A NEW TO REACH.
 PL0475'
 PL0475'TO REACH THE STATION FROM OLD 27 AND F38 (OLD STATE ROAD) AT THE SOUTH
 PL0475'END OF OTSEGO LAKE, GO EAST ON F38 3.6 MILES TO A TWO TRACK ROAD RIGHT
 PL0475'NEAR THE TOP OF A HILL, THE TWO TRACK ROAD HAS A WOVEN WIRE FENCE
 PL0475'ACROSS IT NOW, PARK TRUCK AND PACK SOUTHWEST 0.3 MILES ON TWO TRACK
 PL0475'ROAD TO STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0478 ***********************************************************************
 PL0478  DESIGNATION -  CHUB LAKE FIRE LOT 1932
 PL0478  PID         -  PL0478
 PL0478  STATE/COUNTY-  MI/OTSEGO
 PL0478  USGS QUAD   -  OTSEGO LAKE (1951)
 PL0478
 PL0478                         *CURRENT SURVEY CONTROL
 PL0478  ___________________________________________________________________
 PL0478* NAD 83(1994)-  44 54 39.63049(N)    084 37 30.50959(W)     ADJUSTED  
 PL0478* NAVD 88     -                                                        
 PL0478  ___________________________________________________________________
 PL0478  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 PL0478  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 PL0478
 PL0478  HORZ ORDER  -  THIRD
 PL0478
 PL0478.The horizontal coordinates were established by classical geodetic methods
 PL0478.and adjusted by the National Geodetic Survey in February 1997..
 PL0478
 PL0478
 PL0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0478
 PL0478.The geoid height was determined by GEOID03.
 PL0478
 PL0478;                    North         East     Units Scale Factor Converg.
 PL0478;SPC MI C     -   177,195.527 5,979,590.363   MT  0.99991287   -0 10 57.3
 PL0478;SPC MI C     -   581,350.15 19,618,078.62   iFT  0.99991287   -0 10 57.3
 PL0478;UTM  16      - 4,975,808.367   687,464.932   MT  1.00003215   +1 40 37.8
 PL0478
 PL0478                          SUPERSEDED SURVEY CONTROL
 PL0478
 PL0478  NAD 83(1986)-  44 54 39.62221(N)    084 37 30.51253(W) AD(       ) 4
 PL0478  NAD 27      -  44 54 39.58669(N)    084 37 30.42628(W) AD(       ) 3
 PL0478
 PL0478.Superseded values are not recommended for survey control.
 PL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0478.See file dsdata.txt to determine how the superseded data were derived.
 PL0478
 PL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8746575808(NAD 83)
 PL0478
 PL0478  HISTORY     - Date     Condition        Report By
 PL0478  HISTORY     - 1932     MONUMENTED       CGS
 PL0478  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0478
 PL0478                          STATION DESCRIPTION
 PL0478
 PL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0478'SATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF GAYLORD AND 4 MILES
 PL0478'EAST OF OTSEGO
 PL0478'LAKE.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH
 PL0478'PAINTED SILVER WITH AN ENCLOSED
 PL0478'CAB AT THE TOP.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF
 PL0478'THE CAB.  THE POINT TRAVERSED TO WAS THE
 PL0478'CENTER OF THE BASE OF THE TOWER.
 PL0478'
 PL0478'TO REACH THE STATION FROM THE OTSEGO LAKE POST OFFICE GO EAST ON
 PL0478'GRAVEL ROAD FOR 3.65 MILES TO A TO
 PL0478'A WOODS ROAD RIGHT, TURN RIGHT AND GO 0.4 MILE TO THE STATION AS
 PL0478'DESCRIBED.
 PL0478'
 PL0478'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CHUB LAKE
 PL0478'AND THE DISTANCE WAS FOUND TO BE
 PL0478'162.4 FEET.  (49.51 METERS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0228 ***********************************************************************
 NE0228  DESIGNATION -  CHURCH
 NE0228  PID         -  NE0228
 NE0228  STATE/COUNTY-  MI/ST CLAIR
 NE0228  USGS QUAD   -  ALGONAC (1978)
 NE0228
 NE0228                         *CURRENT SURVEY CONTROL
 NE0228  ___________________________________________________________________
 NE0228* NAD 83(1986)-  42 35 58.     (N)    082 32 41.     (W)     SCALED    
 NE0228* NAVD 88     -       178.214  (meters)     584.69   (feet)  ADJUSTED  
 NE0228  ___________________________________________________________________
 NE0228  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0228  DYNAMIC HT  -         178.164 (meters)     584.53  (feet)  COMP
 NE0228  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NE0228
 NE0228  VERT ORDER  -  FIRST     CLASS 0
 NE0228
 NE0228.The horizontal coordinates were scaled from a topographic map and have
 NE0228.an estimated accuracy of +/- 6 seconds.
 NE0228
 NE0228.The orthometric height was determined by differential leveling
 NE0228.and adjusted by the National Geodetic Survey in June 1991..
 NE0228
 NE0228.The geoid height was determined by GEOID03.
 NE0228
 NE0228.The dynamic height is computed by dividing the NAVD 88
 NE0228.geopotential number by the normal gravity value computed on the
 NE0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0228.degrees latitude (g = 980.6199 gals.).
 NE0228
 NE0228.The modeled gravity was interpolated from observed gravity values.
 NE0228
 NE0228;                    North         East    Units  Estimated Accuracy
 NE0228;SPC MI S     -   123,740.    4,149,500.      MT  (+/- 180 meters Scaled)
 NE0228
 NE0228                          SUPERSEDED SURVEY CONTROL
 NE0228
 NE0228  NGVD 29 (??/??/92)  178.346  (m)          585.12   (f) ADJ UNCH    1 0
 NE0228
 NE0228.Superseded values are not recommended for survey control.
 NE0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0228.See file dsdata.txt to determine how the superseded data were derived.
 NE0228
 NE0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH732174(NAD 83)
 NE0228_MARKER: DD = SURVEY DISK
 NE0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0228_SP_SET: WALL
 NE0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0228+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2005
 NE0228
 NE0228  HISTORY     - Date     Condition        Report By
 NE0228  HISTORY     - 1930     MONUMENTED       USLS
 NE0228  HISTORY     - 1970     GOOD             USLS
 NE0228  HISTORY     - 19960922 GOOD             USPSQD
 NE0228  HISTORY     - 20011018 GOOD             LOCENG
 NE0228  HISTORY     - 20051023 GOOD             USPSQD
 NE0228
 NE0228                          STATION DESCRIPTION
 NE0228
 NE0228'DESCRIBED BY US LAKE SURVEY 1970
 NE0228'AT HARSENS ISLAND.
 NE0228'CHURCH IS ON SOUTHEAST SIDE OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0228'MICHIGAN, ABOUT 2-1/4 MILES UPSTREAM FROM HARSENS ISLAND RANGE
 NE0228'LIGHTS, ON THE EAST SIDE OF ORCHID BOULEVARD, ON ROAD FACE OF
 NE0228'ST. PAUL CHURCH, 1.4 FEET FROM THE SOUTHWEST CORNER, 4 FEET
 NE0228'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS IN BRONZE DISC
 NE0228'SET INTO THE BRICK WALL.  NOTE-- BM 1930
 NE0228
 NE0228                          STATION RECOVERY (1996)
 NE0228
 NE0228'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0228'RECOVERED IN GOOD CONDITION.
 NE0228
 NE0228                          STATION RECOVERY (2001)
 NE0228
 NE0228'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0228'RECOVERED AS DESCRIBED, EXCEPT THERE IS A 1992 ADDITION ON THE SOUTH
 NE0228'SIDE OF THE BUILDING SO THE MARK IS MORE ACCURATELY DESCRIBED AS BEING
 NE0228'IN THE MIDDLE OF THE WEST FACE OF THE BUILDING. MARK IS NOT SUITABLE
 NE0228'FOR GPS OCCUPATION BUT THE AREA TO THE WEST OF THE BUILDING IS
 NE0228'SUITABLE FOR SETTING AN ECCENTRIC STATION FOR GPS OCCUPATION.
 NE0228
 NE0228                          STATION RECOVERY (2005)
 NE0228
 NE0228'RECOVERY NOTE BY US POWER SQUADRON 2005 (RC)
 NE0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0246 ***********************************************************************
 QK0246  DESIGNATION -  CHURCH
 QK0246  PID         -  QK0246
 QK0246  STATE/COUNTY-  MI/MACKINAC
 QK0246  USGS QUAD   -  ST IGNACE (1976)
 QK0246
 QK0246                         *CURRENT SURVEY CONTROL
 QK0246  ___________________________________________________________________
 QK0246* NAD 83(1986)-  45 51 32.     (N)    084 43 14.     (W)     SCALED    
 QK0246* NAVD 88     -       206.827  (meters)     678.56   (feet)  ADJUSTED  
 QK0246  ___________________________________________________________________
 QK0246  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0246  DYNAMIC HT  -         206.835 (meters)     678.59  (feet)  COMP
 QK0246  MODELED GRAV-     980,648.7   (mgal)                       NAVD 88
 QK0246
 QK0246  VERT ORDER  -  FIRST     CLASS 0
 QK0246
 QK0246.The horizontal coordinates were scaled from a topographic map and have
 QK0246.an estimated accuracy of +/- 6 seconds.
 QK0246
 QK0246.The orthometric height was determined by differential leveling
 QK0246.and adjusted by the National Geodetic Survey in June 1991..
 QK0246
 QK0246.The geoid height was determined by GEOID03.
 QK0246
 QK0246.The dynamic height is computed by dividing the NAVD 88
 QK0246.geopotential number by the normal gravity value computed on the
 QK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0246.degrees latitude (g = 980.6199 gals.).
 QK0246
 QK0246.The modeled gravity was interpolated from observed gravity values.
 QK0246
 QK0246;                    North         East    Units  Estimated Accuracy
 QK0246;SPC MI N     -   122,090.    8,176,990.      MT  (+/- 180 meters Scaled)
 QK0246
 QK0246                          SUPERSEDED SURVEY CONTROL
 QK0246
 QK0246.No superseded survey control is available for this station.
 QK0246
 QK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR769808(NAD 83)
 QK0246_MARKER: DD = SURVEY DISK
 QK0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0246_SP_SET: CULVERT
 QK0246_STAMPING: BM CHURCH 1972 LAKE SURVEY CENTER
 QK0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0246
 QK0246  HISTORY     - Date     Condition        Report By
 QK0246  HISTORY     - 1972     MONUMENTED       NOS
 QK0246  HISTORY     - 1972     GOOD             NGS
 QK0246  HISTORY     - 1983     GOOD             NGS
 QK0246  HISTORY     - 19950701 GOOD             USPSQD
 QK0246  HISTORY     - 20020605 GOOD             MIDT
 QK0246
 QK0246                          STATION DESCRIPTION
 QK0246
 QK0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0246'AT ST IGNACE.
 QK0246'AT ST IGNACE, ABOUT 0.5 MILE SOUTHWEST ALONG U.S. HIGHWAY 2 FROM
 QK0246'THE ST IGNACE POST OFFICE, AT THE NORTHWEST CORNER OF THE
 QK0246'INTERSECTION OF THE HIGHWAY AND CHURCH STREET, NEAR THE COLLINS
 QK0246'MOTEL, SET IN THE TOP OF THE CONCRETE HEADWALL FOR A 24 INCH
 QK0246'PIPE CULVERT UNDER CHURCH STREET, 46 FEET NORTH OF THE CENTER
 QK0246'LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 38 1/2 FEET WEST
 QK0246'OF THE CENTER LINE OF CHURCH STREET, 1.2 FEET SOUTH OF THE
 QK0246'NORTH END OF THE HEADWALL AND 1 FOOT BELOW THE LEVEL OF THE
 QK0246'HIGHWAY.
 QK0246
 QK0246                          STATION RECOVERY (1983)
 QK0246
 QK0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0246'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0246'0.7 KM (0.45 MI) SOUTHWEST ALONG BUSINESS INTERSTATE HIGHWAY 75 AND
 QK0246'U.S. HIGHWAY 2 WEST FROM THE POST OFFICE IN ST. IGNACE, AT THE
 QK0246'JUNCTION OF CHURCH STREET AND HIGHWAY 2, SET IN THE TOP OF THE WEST
 QK0246'END OF A CONCRETE HEADWALL, 10.05 METERS (33.0 FT) NORTH OF THE
 QK0246'CENTERLINE OF THE WESTBOUND TRAFFIC LANE, 11.73 METERS (38.5 FT) WEST
 QK0246'OF THE CENTER OF CHURCH STREET, 5.79 METERS (19.0 FT) SOUTHWEST OF A
 QK0246'FIRE HYDRANT, AND 0.36 METERS (1.2 FT) SOUTHWEST OF THE NORTHEAST END
 QK0246'OF THE HEADWALL.
 QK0246'THE MARK IS 0.3 M BELOW ROAD.
 QK0246
 QK0246                          STATION RECOVERY (1995)
 QK0246
 QK0246'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0246'RECOVERED IN GOOD CONDITION.
 QK0246
 QK0246                          STATION RECOVERY (2002)
 QK0246
 QK0246'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0045 ***********************************************************************
 QK0045  DESIGNATION -  CHURCH
 QK0045  PID         -  QK0045
 QK0045  STATE/COUNTY-  MI/MACKINAC
 QK0045  USGS QUAD   -  CEDARVILLE (1975)
 QK0045
 QK0045                         *CURRENT SURVEY CONTROL
 QK0045  ___________________________________________________________________
 QK0045* NAD 83(1986)-  45 59 47.     (N)    084 21 33.     (W)     SCALED    
 QK0045* NAVD 88     -       178.113  (meters)     584.36   (feet)  ADJUSTED  
 QK0045  ___________________________________________________________________
 QK0045  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0045  DYNAMIC HT  -         178.120 (meters)     584.38  (feet)  COMP
 QK0045  MODELED GRAV-     980,648.6   (mgal)                       NAVD 88
 QK0045
 QK0045  VERT ORDER  -  FIRST     CLASS 0
 QK0045
 QK0045.The horizontal coordinates were scaled from a topographic map and have
 QK0045.an estimated accuracy of +/- 6 seconds.
 QK0045
 QK0045.The orthometric height was determined by differential leveling
 QK0045.and adjusted by the National Geodetic Survey in June 1991..
 QK0045
 QK0045.The geoid height was determined by GEOID03.
 QK0045
 QK0045.The dynamic height is computed by dividing the NAVD 88
 QK0045.geopotential number by the normal gravity value computed on the
 QK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0045.degrees latitude (g = 980.6199 gals.).
 QK0045
 QK0045.The modeled gravity was interpolated from observed gravity values.
 QK0045
 QK0045;                    North         East    Units  Estimated Accuracy
 QK0045;SPC MI N     -   138,230.    8,204,530.      MT  (+/- 180 meters Scaled)
 QK0045
 QK0045                          SUPERSEDED SURVEY CONTROL
 QK0045
 QK0045  NGVD 29 (??/??/92)  178.105  (m)          584.33   (f) ADJ UNCH    1 0
 QK0045
 QK0045.Superseded values are not recommended for survey control.
 QK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0045.See file dsdata.txt to determine how the superseded data were derived.
 QK0045
 QK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR044970(NAD 83)
 QK0045_MARKER: Z = SEE DESCRIPTION
 QK0045_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0045+WITH SETTING: INTO GROUND
 QK0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0045+STABILITY: SURFACE MOTION
 QK0045
 QK0045  HISTORY     - Date     Condition        Report By
 QK0045  HISTORY     - 1957     MONUMENTED       RBNF
 QK0045  HISTORY     - 1972     GOOD             USLS
 QK0045  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0045  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 QK0045
 QK0045                          STATION DESCRIPTION
 QK0045
 QK0045'DESCRIBED BY US LAKE SURVEY 1972
 QK0045'AT CEDARVILLE.
 QK0045'CHURCH IS AT CEDARVILLE, MACKINAC COUNTY, MICHIGAN, ABOUT 370 FEET
 QK0045'EAST OF EAST EDGE OF WALK LEADING INTO CEDAR INN, IN LINE WITH
 QK0045'WEST FACE AND 31.2 FEET SOUTH OF FRONT STEP OF FIRST UNION
 QK0045'CHURCH, 24 FEET NORTH OF CENTERLINE OF HODECK STREET, 9.2 FEET
 QK0045'EAST OF EAST FACE OF UTILITY POLE NO. 2319, 2.3 FEET SOUTHWEST
 QK0045'OF RIGHT ANGLE CORNER AND 1.0 FOOT SOUTH OF SOUTH FACE OF 1 FOOT
 QK0045'HIGH STONE WALL, 1/4-FOOT BELOW GROUND SURFACE, BEING HIGHEST
 QK0045'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 QK0045'13 FEET LONG.  NOTE-- PREV. DESIG. CHURCH 1957.
 QK0045
 QK0045                          STATION RECOVERY (1983)
 QK0045
 QK0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0045'NOT RECOVERED, OLD STONE WALL AND CHURCH STEP MOVED, NEW WALL IN
 QK0045'DIFFERENT LOCATION, ASSUME MARK LOST.
 QK0045
 QK0045                          STATION RECOVERY (1995)
 QK0045
 QK0045'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0520 ***********************************************************************
 RK0520  DESIGNATION -  CHURCH
 RK0520  PID         -  RK0520
 RK0520  STATE/COUNTY-  MI/MARQUETTE
 RK0520  USGS QUAD   -  HARVEY (1985)
 RK0520
 RK0520                         *CURRENT SURVEY CONTROL
 RK0520  ___________________________________________________________________
 RK0520* NAD 83(1994)-  46 26 16.27645(N)    087 16 47.61174(W)     ADJUSTED  
 RK0520* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 RK0520  ___________________________________________________________________
 RK0520  LAPLACE CORR-          -5.84  (seconds)                    DEFLEC99
 RK0520  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 RK0520
 RK0520  HORZ ORDER  -  THIRD
 RK0520
 RK0520.The horizontal coordinates were established by classical geodetic methods
 RK0520.and adjusted by the National Geodetic Survey in February 1997..
 RK0520
 RK0520.The orthometric height was scaled from a topographic map.
 RK0520
 RK0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0520
 RK0520.The geoid height was determined by GEOID03.
 RK0520
 RK0520;                    North         East     Units Scale Factor Converg.
 RK0520;SPC MI N     -   183,928.677 7,978,492.345   MT  0.99990637   -0 12 08.3
 RK0520;SPC MI N     -   603,440.54 26,176,155.99   iFT  0.99990637   -0 12 08.3
 RK0520;UTM  16      - 5,142,736.064   478,498.895   MT  0.99960568   -0 12 10.1
 RK0520
 RK0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0520!SPC MI N     -   0.99996578  x   0.99990637  =   0.99987215
 RK0520!UTM  16      -   0.99996578  x   0.99960568  =   0.99957147
 RK0520
 RK0520|---------------------------------------------------------------------|
 RK0520| PID    Reference Object                     Distance      Geod. Az  |
 RK0520|                                                           dddmmss.s |
 RK0520| RK0521 TT 14 ES USGS 1955                    5.898 METERS 04921     |
 RK0520| CJ2346 CHURCH AZ MK                                       1305610.2 |
 RK0520| CJ2347 CHURCH RM 1                          17.558 METERS 28357     |
 RK0520|---------------------------------------------------------------------|
 RK0520
 RK0520                          SUPERSEDED SURVEY CONTROL
 RK0520
 RK0520  NAD 83(1986)-  46 26 16.27078(N)    087 16 47.60965(W) AD(       ) 3
 RK0520  NAD 27      -  46 26 16.49800(N)    087 16 47.09500(W) AD(       ) 3
 RK0520
 RK0520.Superseded values are not recommended for survey control.
 RK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0520.See file dsdata.txt to determine how the superseded data were derived.
 RK0520
 RK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7849942736(NAD 83)
 RK0520_MARKER: DS = TRIANGULATION STATION DISK
 RK0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0520
 RK0520  HISTORY     - Date     Condition        Report By
 RK0520  HISTORY     - 1955     MONUMENTED       CGS
 RK0520  HISTORY     - 19810601 MARK NOT FOUND   USGS
 RK0520  HISTORY     - 19920929 MARK NOT FOUND   USPSQD
 RK0520  HISTORY     - 20060902 MARK NOT FOUND   GEOCAC
 RK0520
 RK0520                          STATION DESCRIPTION
 RK0520
 RK0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0520'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF MARQUETTE, ABOUT
 RK0520'4.5 MILES NORTH-NORTHWEST OF SKANDIA, AND ABOUT 300 FEET SOUTH OF
 RK0520'THE ST. PAULS LUTHERAN CHURCH.  IT IS IN SECTION 26, T. 47 N. R. 24
 RK0520'W. AND ON THE SOUTHWEST RIGHT-OF-WAY OF U.S. HIGHWAY 41.
 RK0520'
 RK0520'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RK0520'HIGHWAY 28 WHICH IS 4.5 MILES SOUTHEAST OF MARQUETTE, GO SOUTHEAST
 RK0520'ON U.S. HIGHWAY 41 FOR 4.75 MILES TO THE STATION ON THE RIGHT.
 RK0520'(CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 FOR 0.3 MILE TO A CEMETERY ON
 RK0520'THE LEFT AND THE AZIMUTH MARK ON THE LEFT.)
 RK0520'
 RK0520'STATION MARK, A STANDARD DISK, STAMPED CHURCH 1955, IS SET IN THE TOP
 RK0520'OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 52.5 FEET
 RK0520'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, 52 FEET SOUTHEAST OF
 RK0520'THE SOUTHEAST CORNER OF HOUSE, 41 FEET NORTHWEST OF A POWER LINE
 RK0520'POLE, 4 FEET NORTHWEST OF A NORTHEAST-SOUTHWEST FENCE LINE AND 3.5
 RK0520'FEET SOUTHWEST OF A WHITE WITNESS POST.
 RK0520'
 RK0520'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED CHURCH NO 1 1955, IS
 RK0520'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 RK0520'SURFACE OF THE GROUND.  IT IS 82 FEET SOUTH-WEST OF THE CENTER OF
 RK0520'U.S. HIGHWAY 41, 23 FEET SOUTHWEST OF THE EAST CORNER OF HOUSE AND 3
 RK0520'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF HOUSE.
 RK0520'
 RK0520'U.S. GEOLOGICAL SURVEY BENCH MARK, A STANDARD BRONZE DISK, STAMPED
 RK0520'TT 14 ES 1931, IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 RK0520'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 33 FEET SOUTHWEST OF THE
 RK0520'CENTER OF U.S. HIGHWAY 41 AND 29.5 FEET NORTHWEST OF A POWER LINE
 RK0520'POLE.
 RK0520'
 RK0520'AZIMUTH MARK, A STANDARD DISK, STAMPED CHURCH 1955, IS SET IN THE TOP
 RK0520'OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 66 FEET
 RK0520'NORTHEAST OF THE CENTER OF U.S. HIGHWAY 41, 17.5 FEET NORTHEAST OF
 RK0520'A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WHITE WITNESS POST, 6
 RK0520'INCHES SOUTH OF A NORTHEAST-SOUTHWEST FENCE LINE AND IN THE WEST
 RK0520'CORNER OF A CEMETERY.
 RK0520
 RK0520                          STATION RECOVERY (1981)
 RK0520
 RK0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981 (JHS)
 RK0520'MARK NOT FOUND.
 RK0520
 RK0520                          STATION RECOVERY (1992)
 RK0520
 RK0520'RECOVERY NOTE BY US POWER SQUADRON 1992 (AEA)
 RK0520'MARK NOT FOUND.
 RK0520
 RK0520                          STATION RECOVERY (2006)
 RK0520
 RK0520'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0520'ADJUSTED COORDINATES PLACE THE MARK NEAR THE CENTER OF PRESENT DAY
 RK0520'US-41. EXTENSIVE WORK
 RK0520'HAS BEEN DONE OVER THE YEARS AT THIS LOCATION, INCLUDING
 RK0520'RECONSTRUCTING  AND WIDENING THE
 RK0520'ROADWAY FOR THE ADDITION OF PASSING LANES. RK0521 AND RM1 ALSO
 RK0520'SEARCHED FOR AND NOT FOUND,
 RK0520'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0798 ***********************************************************************
 NG0798  DESIGNATION -  CHURCH
 NG0798  PID         -  NG0798
 NG0798  STATE/COUNTY-  MI/OTTAWA
 NG0798  USGS QUAD   -  HOLLAND WEST (1972)
 NG0798
 NG0798                         *CURRENT SURVEY CONTROL
 NG0798  ___________________________________________________________________
 NG0798* NAD 83(1994)-  42 47 53.78970(N)    086 08 44.15308(W)     ADJUSTED  
 NG0798* NAVD 88     -       180.2    (meters)     591.     (feet)  GPS OBS   
 NG0798  ___________________________________________________________________
 NG0798  X           -     315,087.341 (meters)                     COMP
 NG0798  Y           -  -4,676,713.432 (meters)                     COMP
 NG0798  Z           -   4,311,185.256 (meters)                     COMP
 NG0798  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 NG0798  ELLIP HEIGHT-         146.97  (meters)          (07/17/02) GPS OBS
 NG0798  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NG0798
 NG0798  HORZ ORDER  -  SECOND
 NG0798  ELLP ORDER  -  FOURTH    CLASS I
 NG0798
 NG0798.The horizontal coordinates were established by GPS observations
 NG0798.and adjusted by the National Geodetic Survey in February 1997..
 NG0798
 NG0798.The orthometric height was determined by GPS observations and a
 NG0798.high-resolution geoid model.
 NG0798
 NG0798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0798
 NG0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0798
 NG0798.The ellipsoidal height was determined by GPS observations
 NG0798.and is referenced to NAD 83.
 NG0798
 NG0798.The geoid height was determined by GEOID03.
 NG0798
 NG0798;                    North         East     Units Scale Factor Converg.
 NG0798;SPC MI S     -   145,746.100 3,854,494.797   MT  0.99990802   -1 12 38.2
 NG0798;SPC MI S     -   478,169.62 12,645,980.31   iFT  0.99990802   -1 12 38.2
 NG0798;UTM  16      - 4,738,767.918   569,868.483   MT  0.99966006   +0 34 49.9
 NG0798
 NG0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0798!SPC MI S     -   0.99997695  x   0.99990802  =   0.99988497
 NG0798!UTM  16      -   0.99997695  x   0.99966006  =   0.99963702
 NG0798
 NG0798                          SUPERSEDED SURVEY CONTROL
 NG0798
 NG0798  ELLIP H (02/03/97)  147.06   (m)                       GP(       ) 4 1
 NG0798  NAD 83(1986)-  42 47 53.79052(N)    086 08 44.15781(W) AD(       ) 2
 NG0798
 NG0798.Superseded values are not recommended for survey control.
 NG0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0798.See file dsdata.txt to determine how the superseded data were derived.
 NG0798
 NG0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6986838768(NAD 83)
 NG0798_MARKER: DD = SURVEY DISK
 NG0798_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0798_SP_SET: METAL PIPE IN CONCRETE
 NG0798_STAMPING: CHURCH 1991
 NG0798_MARK LOGO: NOS   
 NG0798_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NG0798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0798+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2005
 NG0798
 NG0798  HISTORY     - Date     Condition        Report By
 NG0798  HISTORY     - 1991     MONUMENTED       NOS
 NG0798  HISTORY     - 20051201 GOOD             INDIV
 NG0798
 NG0798                          STATION DESCRIPTION
 NG0798
 NG0798'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0798'THE STATION IS LOCATED IN HOLLAND MICHIGAN ON THE NORTH SIDE OF PINE
 NG0798'CREEK BAY ON THE PROPERTY OF THE BEECHWOOD REFORMED CHURCH.
 NG0798'TO REACH THE STATION FROM THE CROSSOVER OF HWY 31 AND LAKEWOOD AVE IN
 NG0798'HOLLAND, PROCEED WEST FOR 3.3 MI (5.31 KM) ON LAKEWOOD WHICH TURNS
 NG0798'INTO DOUGLAS WHICH TURNS INTO OTTAWA BEACH RD TO BEECHWOOD REFORMED
 NG0798'CHURCH, AND STATION AS DESCRIBED.
 NG0798'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED CHURCH 1991
 NG0798'ATTACHED TO A FOUR FOOT ALUMINUM ROD IMBEDDED IN A MASS OF CONCRETE
 NG0798'SET FLUSH WITH THE GROUND.  IT IS 79.40 M (260.50 FT) SOUTH OF A LINE
 NG0798'OF TALL TREES, 76.79 M (251.94 FT) NORTH OF THE CENTERLINE OF OTTAWA
 NG0798'BEACH RD, 52.26 M (171.46 FT) EAST OF THE EAST EDGE OF THE ROAD
 NG0798'LEADING TO THE BEECHWOOD REFORMED CHURCH, 2.40 M (7.87 FT) WEST OF A
 NG0798'NOAA WITNESS POST.
 NG0798'DESCRIBED BY RDJ.
 NG0798
 NG0798                          STATION RECOVERY (2005)
 NG0798
 NG0798'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 NG0798'SLIGHTLY SCRATCHED FROM LAWN MAINTENANCE EQUIPMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0756 ***********************************************************************
 RJ0756  DESIGNATION -  CHURCH IBC 1943
 RJ0756  PID         -  RJ0756
 RJ0756  STATE/COUNTY-  MI/CHIPPEWA
 RJ0756  USGS QUAD   -  
 RJ0756
 RJ0756                         *CURRENT SURVEY CONTROL
 RJ0756  ___________________________________________________________________
 RJ0756* NAD 83(1994)-  46 30 54.35040(N)    084 07 21.23749(W)     ADJUSTED  
 RJ0756* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0756  ___________________________________________________________________
 RJ0756  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 RJ0756  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0756
 RJ0756  HORZ ORDER  -  THIRD
 RJ0756
 RJ0756.The horizontal coordinates were established by classical geodetic methods
 RJ0756.and adjusted by the National Geodetic Survey in February 1997..
 RJ0756
 RJ0756.The orthometric height was scaled from a topographic map.
 RJ0756
 RJ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0756
 RJ0756.The geoid height was determined by GEOID03.
 RJ0756
 RJ0756;                    North         East     Units Scale Factor Converg.
 RJ0756;SPC MI N     -   196,483.218 8,220,749.986   MT  0.99991086   +2 04 47.2
 RJ0756;SPC MI N     -   644,629.98 26,970,964.52   iFT  0.99991086   +2 04 47.2
 RJ0756;SPC MI C     -   355,485.231 6,018,738.045   MT  1.00029133   +0 10 20.8
 RJ0756;SPC MI C     - 1,166,290.13 19,746,515.90   iFT  1.00029133   +0 10 20.8
 RJ0756;UTM  16      - 5,155,303.964   720,725.026   MT  1.00019889   +2 05 18.9
 RJ0756
 RJ0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0756!SPC MI N     -   0.99997770  x   0.99991086  =   0.99988856
 RJ0756!SPC MI C     -   0.99997770  x   1.00029133  =   1.00026902
 RJ0756!UTM  16      -   0.99997770  x   1.00019889  =   1.00017659
 RJ0756
 RJ0756:                Primary Azimuth Mark                     Grid Az
 RJ0756:SPC MI N     -  HICKLER IBC 1943                         005 16 32.5
 RJ0756:SPC MI C     -  HICKLER IBC 1943                         007 10 58.9
 RJ0756:UTM  16      -  HICKLER IBC 1943                         005 16 00.8
 RJ0756
 RJ0756|---------------------------------------------------------------------|
 RJ0756| PID    Reference Object                     Distance      Geod. Az  |
 RJ0756|                                                           dddmmss.s |
 RJ0756| RJ0750 HICKLER IBC 1943                    463.840 METERS 0072119.7 |
 RJ0756| RJ0761 ARMY IBC 1943                       317.134 METERS 05918     |
 RJ0756| RJ0757 SQUAW IBC 1943                      286.491 METERS 35430     |
 RJ0756|---------------------------------------------------------------------|
 RJ0756
 RJ0756                          SUPERSEDED SURVEY CONTROL
 RJ0756
 RJ0756  NAD 83(1986)-  46 30 54.34438(N)    084 07 21.24690(W) AD(       ) 3
 RJ0756  NAD 27      -  46 30 54.25900(N)    084 07 21.14000(W) AD(       ) 3
 RJ0756
 RJ0756.Superseded values are not recommended for survey control.
 RJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0756.See file dsdata.txt to determine how the superseded data were derived.
 RJ0756
 RJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2072555304(NAD 83)
 RJ0756_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0756+STABILITY: SURFACE MOTION
 RJ0756
 RJ0756  HISTORY     - Date     Condition        Report By
 RJ0756  HISTORY     - 1943     MONUMENTED       IBC
 RJ0756
 RJ0756                          STATION DESCRIPTION
 RJ0756
 RJ0756'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0756'STATION IS W OF CHURCHVILLE POINT, SUGAR ISLAND, AT EDGE OF TIMBER,
 RJ0756'ON S SIDE OF OPEN GROUND, JUST E OF OLD SINGLE - TRACK ROAD WHERE
 RJ0756'IT GOES S DOWN HILL INTO WOODS.  IT IS ABOUT 200 FEET E OF EDGE OF
 RJ0756'TIMBER, 10 FEET N OF EDGE OF DROP - OFF TO LOW FLAT GROUND BETWEEN
 RJ0756'STATION AND LAKE GEORGE, ABOUT 8 FEET ABOVE WATER LEVEL OF LAKE
 RJ0756'GEORGE, AND 16 FEET NNW OF 10-INCH ELM TREE.
 RJ0756'
 RJ0756'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0756'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0756'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS A 1/2-INCH DRILL
 RJ0756'HOLE 1 INCH DEEP IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND
 RJ0756'10 INCHES LONG SET 2 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0023 ***********************************************************************
 NE0023  DESIGNATION -  CHURCH USLS
 NE0023  PID         -  NE0023
 NE0023  STATE/COUNTY-  MI/ST CLAIR
 NE0023  USGS QUAD   -  ST CLAIR (1991)
 NE0023
 NE0023                         *CURRENT SURVEY CONTROL
 NE0023  ___________________________________________________________________
 NE0023* NAD 83(1986)-  42 49 22.     (N)    082 29 21.     (W)     SCALED    
 NE0023* NAVD 88     -       180.206  (meters)     591.23   (feet)  ADJUSTED  
 NE0023  ___________________________________________________________________
 NE0023  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0023  DYNAMIC HT  -         180.158 (meters)     591.07  (feet)  COMP
 NE0023  MODELED GRAV-     980,350.0   (mgal)                       NAVD 88
 NE0023
 NE0023  VERT ORDER  -  FIRST     CLASS 0
 NE0023
 NE0023.The horizontal coordinates were scaled from a topographic map and have
 NE0023.an estimated accuracy of +/- 6 seconds.
 NE0023
 NE0023.The orthometric height was determined by differential leveling
 NE0023.and adjusted by the National Geodetic Survey in June 1991..
 NE0023
 NE0023.The geoid height was determined by GEOID03.
 NE0023
 NE0023.The dynamic height is computed by dividing the NAVD 88
 NE0023.geopotential number by the normal gravity value computed on the
 NE0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0023.degrees latitude (g = 980.6199 gals.).
 NE0023
 NE0023.The modeled gravity was interpolated from observed gravity values.
 NE0023
 NE0023;                    North         East    Units  Estimated Accuracy
 NE0023;SPC MI S     -   148,640.    4,153,510.      MT  (+/- 180 meters Scaled)
 NE0023
 NE0023                          SUPERSEDED SURVEY CONTROL
 NE0023
 NE0023  NGVD 29 (??/??/??)  180.335  (m)          591.65   (f) ADJUSTED    1 0
 NE0023
 NE0023.Superseded values are not recommended for survey control.
 NE0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0023.See file dsdata.txt to determine how the superseded data were derived.
 NE0023
 NE0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH782422(NAD 83)
 NE0023_MARKER: DD = SURVEY DISK
 NE0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0023_SP_SET: WATER TABLE
 NE0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0023
 NE0023  HISTORY     - Date     Condition        Report By
 NE0023  HISTORY     - 1957     MONUMENTED       USLS
 NE0023  HISTORY     - 1970     GOOD             USLS
 NE0023  HISTORY     - 1980     GOOD             NGS
 NE0023  HISTORY     - 1983     GOOD             USPSQD
 NE0023  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0023  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0023
 NE0023                          STATION DESCRIPTION
 NE0023
 NE0023'DESCRIBED BY US LAKE SURVEY 1970
 NE0023'AT ST CLAIR.
 NE0023'CHURCH IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON WEST SIDE
 NE0023'OF S. FOURTH STREET BETWEEN TRUMBULL AND CASS STREETS, ON
 NE0023'SOUTHEAST CORNER OF THE FIRST BAPTIST CHURCH BELL TOWER, ON TOP
 NE0023'OF THE STONE WATERTABLE, 1 FOOT ABOVE THE GROUND, BEING HIGHEST
 NE0023'POINT IN A 1-1/2-INCH SQUARE FORMED BY TWO CUT LINES AND THE
 NE0023'EDGES OF THE WATER TABLE.  NOTE-- PREV. DESIG. BM CHURCH 1957
 NE0023
 NE0023                          STATION RECOVERY (1980)
 NE0023
 NE0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0023'IN ST CLAIR AT THE ST CLAIR COMMUNITY CENTER BUILDING ON 4TH STREET
 NE0023'BETWEEN TRUMBULL AND CASS STREETS (OLD FIRST BAPTIST CHURCH BUILDING)
 NE0023'THE MARK IS A 1 1/2-INCH CHISELED SQUARE CUT INTO THE SOUTHEAST
 NE0023'CORNER OF THE STONE FOUNDATION OF THE BELL TOWER, 8.25 METERS
 NE0023'(27.0 FEET) NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 NE0023'7.32 METERS (24.0 FEET) WEST OF THE WEST CURB OF 4TH STREET, 0.22
 NE0023'METER (0.7 FOOT) NORTH OF THE NORTH EDGE OF THE SIDEWALK LEADING
 NE0023'TO THE SOUTH ENTRANCE TO THE BELL TOWER.
 NE0023'THE MARK IS 0.2 M ABOVE GROUND.
 NE0023
 NE0023                          STATION RECOVERY (1983)
 NE0023
 NE0023'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0023'IN ST. CLAIR CITY AT THE COMMUNITY CENTER BUILDING ON 4TH STREET,
 NE0023'BETWEEN TRUMBULL AND CASS STREETS (OLD FIRST BAPTIST CHURCH
 NE0023'BUILDING). THE MARK IS 1 1/2' CHISELED SQUARE CUT INTO THE SOUTHEAST
 NE0023'CORNER OF THE STONE FOUNDATION OF THE BELL TOWER, 27 FEET NORTHEAST
 NE0023'OF THE SOUTHEAST CORNER OF THE BUILDING. 0.2 METERS ABOVE GROUND.
 NE0023
 NE0023                          STATION RECOVERY (1999)
 NE0023
 NE0023'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0023'MARK NOT FOUND.
 NE0023
 NE0023                          STATION RECOVERY (2005)
 NE0023
 NE0023'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0023'STATION RECOVERY DESCRIPTION FROM 1983 IS ACCURATE FOR DIRECTIONS TO
 NE0023'MARK, BUT SUSPECT RENOVATION WORK ON STONE FOUNDATION OF THE BELL
 NE0023'TOWER HAS DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0051 ***********************************************************************
 RL0051  DESIGNATION -  CITY
 RL0051  PID         -  RL0051
 RL0051  STATE/COUNTY-  MI/BARAGA
 RL0051  USGS QUAD   -  L'ANSE (1985)
 RL0051
 RL0051                         *CURRENT SURVEY CONTROL
 RL0051  ___________________________________________________________________
 RL0051* NAD 83(1986)-  46 45 27.     (N)    088 27 16.     (W)     SCALED    
 RL0051* NAVD 88     -       189.045  (meters)     620.23   (feet)  ADJUSTED  
 RL0051  ___________________________________________________________________
 RL0051  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 RL0051  DYNAMIC HT  -         189.057 (meters)     620.26  (feet)  COMP
 RL0051  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 RL0051
 RL0051  VERT ORDER  -  SECOND    CLASS 0
 RL0051
 RL0051.The horizontal coordinates were scaled from a topographic map and have
 RL0051.an estimated accuracy of +/- 6 seconds.
 RL0051
 RL0051.The orthometric height was determined by differential leveling
 RL0051.and adjusted by the National Geodetic Survey in June 1991..
 RL0051
 RL0051.The geoid height was determined by GEOID03.
 RL0051
 RL0051.The dynamic height is computed by dividing the NAVD 88
 RL0051.geopotential number by the normal gravity value computed on the
 RL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0051.degrees latitude (g = 980.6199 gals.).
 RL0051
 RL0051.The modeled gravity was interpolated from observed gravity values.
 RL0051
 RL0051;                    North         East    Units  Estimated Accuracy
 RL0051;SPC MI N     -   220,440.    7,888,900.      MT  (+/- 180 meters Scaled)
 RL0051
 RL0051                          SUPERSEDED SURVEY CONTROL
 RL0051
 RL0051  NGVD 29 (??/??/92)  189.019  (m)          620.14   (f) ADJ UNCH    2 0
 RL0051
 RL0051.Superseded values are not recommended for survey control.
 RL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0051.See file dsdata.txt to determine how the superseded data were derived.
 RL0051
 RL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS889792(NAD 83)
 RL0051_MARKER: DB = BENCH MARK DISK
 RL0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0051_SP_SET: BUILDING
 RL0051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0051+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1996
 RL0051
 RL0051  HISTORY     - Date     Condition        Report By
 RL0051  HISTORY     - 1948     MONUMENTED       CGS
 RL0051  HISTORY     - 19951015 POOR             USPSQD
 RL0051  HISTORY     - 19960910 GOOD             MIDT
 RL0051  HISTORY     - 20040801 GOOD             GEOCAC
 RL0051
 RL0051                          STATION DESCRIPTION
 RL0051
 RL0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0051'AT L ANSE.
 RL0051'AT L ANSE, SET VERTICALLY IN THE NORTHEAST WALL AT THE NORTH
 RL0051'CORNER OF THE COMMERCIAL BANK BUILDING, 3 1/2 FEET SOUTHEAST OF
 RL0051'THE NORTH CORNER AND 4 1/2 FEET ABOVE THE SIDE WALK.  A 3-INCH
 RL0051'BRONZE DISK.
 RL0051
 RL0051                          STATION RECOVERY (1995)
 RL0051
 RL0051'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0051'MARK RECOVERED IN POOR CONDITION.
 RL0051
 RL0051                          STATION RECOVERY (1996)
 RL0051
 RL0051'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0051'AT LANSE, IN THE COMMERCIAL BANK BUILDING AT THE CORNER OF BROAD AND
 RL0051'MAIN STREETS TO REACH FROM THE POST OFFICE IN LANSE FOLLOW MAIN STREET
 RL0051'WEST ONE BLOCK TO THE FLASHING TRAFFIC LIGHT AND FOUR WAY STOP.  BANK
 RL0051'IS IN THE SOUTHWEST QUADRANT OF THE INTERSECTION STATION IS 1.07 M
 RL0051'(3.51 FT) SOUTHEAST OF THE NORTH CORNER AND FACING BROAD STREET, AND
 RL0051'1.37 M (4.49 FT) ABOVE THE SIDEWALK.  A 7.62 CM BRONZE DISK WITHOUT
 RL0051'ANY MARKINGS SET VERTICALLY.
 RL0051
 RL0051                          STATION RECOVERY (2004)
 RL0051
 RL0051'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 RL0051'HANDHELD GPS COORDINATES ARE N 46 45 27.4 W 088 27 16.2
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0642 ***********************************************************************
 NE0642  DESIGNATION -  CITY ARP
 NE0642  PID         -  NE0642
 NE0642  STATE/COUNTY-  MI/WAYNE
 NE0642  USGS QUAD   -  HIGHLAND PARK (1983)
 NE0642
 NE0642                         *CURRENT SURVEY CONTROL
 NE0642  ___________________________________________________________________
 NE0642* NAD 83(1986)-  42 24 45.     (N)    083 00 43.     (W)     SCALED    
 NE0642* NAVD 88     -       189.660  (meters)     622.24   (feet)  ADJUSTED  
 NE0642  ___________________________________________________________________
 NE0642  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE0642  DYNAMIC HT  -         189.605 (meters)     622.06  (feet)  COMP
 NE0642  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 NE0642
 NE0642  VERT ORDER  -  SECOND    CLASS 0
 NE0642
 NE0642.The horizontal coordinates were scaled from a topographic map and have
 NE0642.an estimated accuracy of +/- 6 seconds.
 NE0642
 NE0642.The orthometric height was determined by differential leveling
 NE0642.and adjusted by the National Geodetic Survey in June 1991..
 NE0642
 NE0642.The geoid height was determined by GEOID03.
 NE0642
 NE0642.The dynamic height is computed by dividing the NAVD 88
 NE0642.geopotential number by the normal gravity value computed on the
 NE0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0642.degrees latitude (g = 980.6199 gals.).
 NE0642
 NE0642.The modeled gravity was interpolated from observed gravity values.
 NE0642
 NE0642;                    North         East    Units  Estimated Accuracy
 NE0642;SPC MI S     -   102,260.    4,111,500.      MT  (+/- 180 meters Scaled)
 NE0642
 NE0642                          SUPERSEDED SURVEY CONTROL
 NE0642
 NE0642  NGVD 29 (??/??/92)  189.81   (m)          622.7    (f) COMPUTED    2 0
 NE0642
 NE0642.Superseded values are not recommended for survey control.
 NE0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0642.See file dsdata.txt to determine how the superseded data were derived.
 NE0642
 NE0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG344975(NAD 83)
 NE0642_MARKER: DD = SURVEY DISK
 NE0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0642_SP_SET: CONCRETE MONUMENT
 NE0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0642+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2003
 NE0642
 NE0642  HISTORY     - Date     Condition        Report By
 NE0642  HISTORY     - UNK      MONUMENTED       MI1260
 NE0642  HISTORY     - 1957     GOOD             NGS
 NE0642  HISTORY     - 1979     GOOD             NGS
 NE0642  HISTORY     - 20031031 GOOD             INDIV
 NE0642
 NE0642                          STATION DESCRIPTION
 NE0642
 NE0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NE0642'AT DETROIT CITY AIRPORT.
 NE0642'ON THE WEST SIDE OF THE AIRPORT, 0.3 MILE NNW OF A LARGE GAS
 NE0642'HOLDER.  39.5 FT. EAST OF SE CORNER OF FLOOD LITE CONTROL HOUSE,
 NE0642'135.4 FT. NORTH OF N. GATE POST OF GATE NO. 5, 135 FT., NORTH
 NE0642'OF EXTENDED CL OF LEANDER AVE, 254.2 FT. WEST OF WESTERLY EDGE
 NE0642'OF NW/SE RUNWAY.  A CITY OF DETROIT BENCH MARK DISK SET IN A
 NE0642'PRECAST CONCRETE MONUMENT, FLUSH WITH THE GROUND.
 NE0642
 NE0642                          STATION RECOVERY (1979)
 NE0642
 NE0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NE0642'RECOVERED IN GOOD CONDITION.
 NE0642
 NE0642                          STATION RECOVERY (2003)
 NE0642
 NE0642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (ANB)
 NE0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0866 ***********************************************************************
 QK0866  CBN         -  This is a Cooperative Base Network Control Station.
 QK0866  PACS        -  This is a Primary Airport Control Station.
 QK0866  DESIGNATION -  CITYPORT
 QK0866  PID         -  QK0866
 QK0866  STATE/COUNTY-  MI/CHEBOYGAN
 QK0866  USGS QUAD   -  
 QK0866
 QK0866                         *CURRENT SURVEY CONTROL
 QK0866  ___________________________________________________________________
 QK0866* NAD 83(1994)-  45 39 14.14109(N)    084 31 25.36352(W)     ADJUSTED  
 QK0866* NAVD 88     -       193.66   (meters)     635.4    (feet)  GPS OBS   
 QK0866  ___________________________________________________________________
 QK0866  X           -     426,209.155 (meters)                     COMP
 QK0866  Y           -  -4,445,635.216 (meters)                     COMP
 QK0866  Z           -   4,538,556.865 (meters)                     COMP
 QK0866  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 QK0866  ELLIP HEIGHT-         157.85  (meters)          (07/12/02) GPS OBS
 QK0866  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 QK0866  OBS GRAVITY -     980,605.0   (mgal)                       GRAV_OBS
 QK0866
 QK0866  HORZ ORDER  -  B
 QK0866  ELLP ORDER  -  FOURTH    CLASS II
 QK0866
 QK0866.This mark is at Cheboygan Airport (Y15)
 QK0866
 QK0866.The horizontal coordinates were established by GPS observations
 QK0866.and adjusted by the National Geodetic Survey in September 1995..
 QK0866
 QK0866.The orthometric height was determined by GPS observations and a
 QK0866.high-resolution geoid model.
 QK0866
 QK0866.GPS derived orthometric heights for airport stations designated as
 QK0866.PACS or SACS are published to 2 decimal places.  This maintains
 QK0866.centimeter relative accuracy between the PACS and SACS.  It does
 QK0866.not indicate centimeter accuracy relative to other marks which are
 QK0866.part of the NAVD 88 network.
 QK0866
 QK0866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0866
 QK0866.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0866
 QK0866.The ellipsoidal height was determined by GPS observations
 QK0866.and is referenced to NAD 83.
 QK0866
 QK0866.The geoid height was determined by GEOID03.
 QK0866.The observed gravity was obtained from relative gravimeter ties
 QK0866.to the IGSN71 gravity network.
 QK0866
 QK0866;                    North         East     Units Scale Factor Converg.
 QK0866;SPC MI C     -   259,735.752 5,987,759.258   MT  0.99998967   -0 06 39.4
 QK0866;SPC MI C     -   852,151.42 19,644,879.46   iFT  0.99998967   -0 06 39.4
 QK0866;SPC MI N     -    99,776.954 8,192,975.289   MT  0.99996312   +1 47 23.4
 QK0866;SPC MI N     -   327,352.21 26,879,840.19   iFT  0.99996312   +1 47 23.4
 QK0866;UTM  16      - 5,058,580.196   692,935.299   MT  1.00005767   +1 46 17.1
 QK0866
 QK0866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0866!SPC MI C     -   0.99997525  x   0.99998967  =   0.99996492
 QK0866!SPC MI N     -   0.99997525  x   0.99996312  =   0.99993837
 QK0866!UTM  16      -   0.99997525  x   1.00005767  =   1.00003292
 QK0866
 QK0866|---------------------------------------------------------------------|
 QK0866| PID    Reference Object                     Distance      Geod. Az  |
 QK0866|                                                           dddmmss.s |
 QK0866| QK0867 CITYPORT AZ MK                      399.951 METERS 08924     |
 QK0866|---------------------------------------------------------------------|
 QK0866
 QK0866                          SUPERSEDED SURVEY CONTROL
 QK0866
 QK0866  ELLIP H (09/20/95)  157.87   (m)                       GP(       ) 1 2
 QK0866  NAD 83(1986)-  45 39 14.13319(N)    084 31 25.38301(W) AD(       ) 1
 QK0866  NAD 83(1986)-  45 39 14.12949(N)    084 31 25.36156(W) AD(       ) 3
 QK0866  NGVD 29 (03/27/91)  193.7    (m)          635.     (f) GPS OBS        
 QK0866
 QK0866.Superseded values are not recommended for survey control.
 QK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0866.See file dsdata.txt to determine how the superseded data were derived.
 QK0866
 QK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9293558580(NAD 83)
 QK0866_MARKER: I = METAL ROD
 QK0866_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0866_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0866_STAMPING: CITYPORT 1989
 QK0866_MARK LOGO: NGS   
 QK0866_PROJECTION: FLUSH
 QK0866_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0866+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2003
 QK0866_ROD/PIPE-DEPTH: 23.2 meters
 QK0866_SLEEVE-DEPTH  : 0.9 meters
 QK0866
 QK0866  HISTORY     - Date     Condition        Report By
 QK0866  HISTORY     - 1989     MONUMENTED       NGS
 QK0866  HISTORY     - 19910715 GOOD             NGS
 QK0866  HISTORY     - 19940825 GOOD             NGS
 QK0866  HISTORY     - 19941005 GOOD             NGS
 QK0866  HISTORY     - 20030916 GOOD             INDIV
 QK0866
 QK0866                          STATION DESCRIPTION
 QK0866
 QK0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0866'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST-NORTHWEST OF
 QK0866'CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, IN THE SOUTHEAST
 QK0866'ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 QK0866'OWNERSHIP---CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT MANAGER EARL
 QK0866'KIRCHOFF, 1520 LEVERING ROAD, CHEBOYGAN MI 49721.  THE PHONE NUMBER IS
 QK0866'(616) 627-5571 OR HOME (616) 627-5791.
 QK0866'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0866'FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27 (MAIN STREET) TO THE JUNCTION
 QK0866'OF U.S. HIGHWAY 23 SOUTH RIGHT AND WEST STATE STREET LEFT.  TURN LEFT
 QK0866'AND GO WESTERLY FOR 3.9 KM (2.40 MI) ON WEST STATE STREET, WHICH TURNS
 QK0866'TO LEVERING, TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2
 QK0866'KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT
 QK0866'OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM (0.05 MI),
 QK0866'PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY
 QK0866'RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE CONNECTING
 QK0866'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE THE RUNWAY.
 QK0866'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0866'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 23.2 METERS IN A
 QK0866'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0866'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0866'LOCATED 30.2 M (99.1 FT) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE
 QK0866'OF THE PAVED RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 18.3 M
 QK0866'(60.0 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY AND 18.0 M
 QK0866'(59.1 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY.
 QK0866'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0866'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0866
 QK0866                          STATION RECOVERY (1991)
 QK0866
 QK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0866'THE STATION IS LOCATED ABOUT 4.1 KM (2.5 MI) WEST-NORTHWEST OF
 QK0866'CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, IN THE SOUTHEAST
 QK0866'ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 QK0866'OWNERSHIP---CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT MANAGER EARL
 QK0866'KIRCHOFF, 1520 LEVERING ROAD, CHEBOYGAN, MI. 49721. PHONE (616)
 QK0866'627-5571 OR HOME 627-5791.
 QK0866'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0866'FOR 0.4 KM (0.2 MI) ON STATE HIGHWAY 27 (MAIN STREET) TO THE JUNCTION
 QK0866'OF U.S. HIGHWAY 23 SOUTH ON THE RIGHT AND WEST STATE STREET ON THE
 QK0866'LEFT. TURN LEFT AND GO WESTERLY FOR 3.9 KM (2.4 MI) ON WEST STATE
 QK0866'STREET, WHICH TURNS TO LEVERING, TO A PAVED ROAD RIGHT. TURN RIGHT
 QK0866'AND GO NORTH FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A
 QK0866'GATE AND THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHWEST
 QK0866'FOR 0.1 KM (0.1 MI) , PASSING THROUGH THE GATE, ACROSS THE APRON TO A
 QK0866'CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM
 QK0866'(0.2 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST
 QK0866'BEFORE THE RUNWAY.
 QK0866'LOCATED 30.2 M (99.1 FT) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE
 QK0866'OF THE PAVED RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 18.3 M
 QK0866'(60.0 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY AND 18.0 M
 QK0866'(59.1 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY.
 QK0866
 QK0866                          STATION RECOVERY (1994)
 QK0866
 QK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0866'THE STATION IS LOCATED IN QUAD 450844, ABOUT 4.1 KM (2.55 MI)
 QK0866'WEST-NORTHWEST OF CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, IN
 QK0866'THE SOUTHEAST ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE
 QK0866'CONNECTING TAXIWAY, IN THE SOUTHWEST 1/4 OF SECTION 26, T 38 N, R 2 W,
 QK0866'BEAN GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT
 QK0866'MANAGER AL HOFFMAN, 1520 LEVERING ROAD, CHEBOYGAN MI 49721, PHONE
 QK0866'616-627-5571 OR 627-5791.  TO REACH THE STATION FROM THE POST OFFICE
 QK0866'IN CHEBOYGAN, GO NORTHEAST FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27
 QK0866'(MAIN STREET) TO THE JUNCTION OF U.S.  HIGHWAY 23 SOUTH ON THE RIGHT
 QK0866'AND WEST STATE STREET ON THE LEFT.  TURN LEFT AND GO WESTERLY FOR 3.9
 QK0866'KM (2.40 MI) ON WEST STATE STREET, WHICH TURNS TO LEVERING, TO A PAVED
 QK0866'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE
 QK0866'AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 QK0866'BEAR LEFT AND GO NORTHWEST FOR 0.05 MI, (0.08 KM) PASSING THROUGH THE
 QK0866'GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT.  BEAR RIGHT AND
 QK0866'GO NORTH FOR 0.15 MI (0.24 KM) ON THE CONNECTING TAXIWAY TO THE
 QK0866'STATION ON THE RIGHT JUST BEFORE THE RUNWAY.  LOCATED 30.2 M (99.1 FT)
 QK0866'SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE OF THE PAVED RUNWAY AND
 QK0866'THE EDGE OF THE CONNECTING TAXIWAY, 18.3 M (60.0 FT) EAST FROM THE
 QK0866'EAST EDGE OF THE CONNECTING TAXIWAY.
 QK0866
 QK0866                          STATION RECOVERY (1994)
 QK0866
 QK0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 QK0866'NOTE--CALL IN ADVANCE, (616) 627-5571 TO MAKE ARRANGEMENTS TO GET ONTO
 QK0866'AIRPORT GROUND.  NO ESCORT WILL BE NEEDED.  THE AIRPORT MANAGER AT THE
 QK0866'TIME OF THIS RECOVERY WAS MR. AL HOFFMAN. ABOUT 2.5 MI (4.0 KM)
 QK0866'WEST-NORTHWEST FROM CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT.
 QK0866'IT IS IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND
 QK0866'THE CONNECTING TAXIWAY, IN THE SOUTHWEST 1/4 OF SECTION 26, T-38-N,
 QK0866'R-2-W, BEAN GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF CHEBOYGAN, C/O
 QK0866'AIRPORT MANAGER, MR. AL HOFFMAN, 1520 LEVERING ROAD, CHEBOYGAN, MI
 QK0866'49721, PHONE NUMBER IS (616) 627-5571 OR (616) 627-5791.  TO REACH THE
 QK0866'STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST ON STATE
 QK0866'HIGHWAY 27 (MAIN STREET) FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF U.S.
 QK0866'HIGHWAY 23 SOUTH ON THE RIGHT AND WEST STATE STREET ON THE LEFT.  TURN
 QK0866'LEFT AND GO WESTERLY ON WEST STATE STREET, WHICH BECOMES LEVERING ROAD
 QK0866'FOR 2.4 MI (3.9 KM) TO A PAVED ROAD RIGHT, AIRPORT ENTRANCE ROAD.
 QK0866'TURN RIGHT AND GO NORTH ON AIRPORT ENTRANCE ROAD FOR 0.1 MI (0.2 KM)
 QK0866'TO GATE AND AIRPORT OFFICE ON LEFT.  PASS THROUGHT GATE AND GO ACROSS
 QK0866'APRON TO A CONNECTING TAXIWAY RIGHT.  BEAR RIGHT CONTINUEING NORTH ON
 QK0866'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT JUST BEFORE
 QK0866'REACHING THE CONNECTING RUNWAY.  THE STATION IS THE TOP CENTER OF A
 QK0866'STAINLESS STEEL ROD RECESSED 8 CM BELOW GROUND DRIVEN TO REFUSAL AT A
 QK0866'DEPTH OF 23.2 METERS (76.1 FT) IN A GREASE FILLED SLEEVE EXTENDING TO
 QK0866'A DEPTH OF 1.0 METER, (3.3 FT) ENCASED IN A PVC PIPE AND COVERED BY A
 QK0866'STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  IT IS LOCATED 99.1 FT
 QK0866'(30.2 M) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE OF THE PAVED
 QK0866'RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 60.0 FT (18.3 M) EAST
 QK0866'FROM THE EAST EDGE OF THE CONNECTING TAXIWAY, 53.0 FT (16.2 M)
 QK0866'SOUTHEAST FROM A BLUE TAXIWAY LIGHT, 51.0 FT (15.5 M) SOUTH FROM A
 QK0866'WHITE RUNWAY LIGHT, 49.2 FT (15.0 M) EAST FROM A BLUE TAXIWAY LIGHT,
 QK0866'48.2 FT (14.7 M) NORTH FROM A CARSONITE WITNESS POST AND 45.2 FT (13.8
 QK0866'M) SOUTH FROM A SIGN WITH A LARGE B ON IT DESIGNATING THE BEGINNING OF
 QK0866'THE RUNWAY.
 QK0866
 QK0866                          STATION RECOVERY (2003)
 QK0866
 QK0866'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MDS)
 QK0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0867 ***********************************************************************
 QK0867  CBN         -  This is a Cooperative Base Network Control Station.
 QK0867  PACS        -  This is a Primary Airport Control Station.
 QK0867  DESIGNATION -  CITYPORT AZ MK
 QK0867  PID         -  QK0867
 QK0867  STATE/COUNTY-  MI/CHEBOYGAN
 QK0867  USGS QUAD   -  
 QK0867
 QK0867                         *CURRENT SURVEY CONTROL
 QK0867  ___________________________________________________________________
 QK0867* NAD 83(1994)-  45 39 14.27807(N)    084 31 06.89220(W)     ADJUSTED  
 QK0867* NAVD 88     -       192.24   (meters)     630.7    (feet)  GPS OBS   
 QK0867  ___________________________________________________________________
 QK0867  X           -     426,606.885 (meters)                     COMP
 QK0867  Y           -  -4,445,593.053 (meters)                     COMP
 QK0867  Z           -   4,538,558.827 (meters)                     COMP
 QK0867  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 QK0867  ELLIP HEIGHT-         156.46  (meters)          (07/12/02) GPS OBS
 QK0867  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 QK0867
 QK0867  HORZ ORDER  -  B
 QK0867  ELLP ORDER  -  FOURTH    CLASS II
 QK0867
 QK0867.This mark is at Cheboygan Airport (Y15)
 QK0867
 QK0867.The horizontal coordinates were established by GPS observations
 QK0867.and adjusted by the National Geodetic Survey in September 1995..
 QK0867
 QK0867.The orthometric height was determined by GPS observations and a
 QK0867.high-resolution geoid model.
 QK0867
 QK0867.GPS derived orthometric heights for airport stations designated as
 QK0867.PACS or SACS are published to 2 decimal places.  This maintains
 QK0867.centimeter relative accuracy between the PACS and SACS.  It does
 QK0867.not indicate centimeter accuracy relative to other marks which are
 QK0867.part of the NAVD 88 network.
 QK0867
 QK0867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0867
 QK0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0867
 QK0867.The ellipsoidal height was determined by GPS observations
 QK0867.and is referenced to NAD 83.
 QK0867
 QK0867.The geoid height was determined by GEOID03.
 QK0867
 QK0867;                    North         East     Units Scale Factor Converg.
 QK0867;SPC MI C     -   259,739.219 5,988,159.190   MT  0.99998968   -0 06 26.3
 QK0867;SPC MI C     -   852,162.79 19,646,191.57   iFT  0.99998968   -0 06 26.3
 QK0867;UTM  16      - 5,058,596.800   693,334.929   MT  1.00005956   +1 46 30.3
 QK0867
 QK0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0867!SPC MI C     -   0.99997547  x   0.99998968  =   0.99996515
 QK0867!UTM  16      -   0.99997547  x   1.00005956  =   1.00003503
 QK0867
 QK0867|---------------------------------------------------------------------|
 QK0867| PID    Reference Object                     Distance      Geod. Az  |
 QK0867|                                                           dddmmss.s |
 QK0867| QK0866 CITYPORT                            399.951 METERS 26924     |
 QK0867|---------------------------------------------------------------------|
 QK0867
 QK0867                          SUPERSEDED SURVEY CONTROL
 QK0867
 QK0867  ELLIP H (09/20/95)  156.48   (m)                       GP(       ) 1 2
 QK0867  NAD 83(1986)-  45 39 14.27123(N)    084 31 06.91034(W) AD(       ) 1
 QK0867  NAD 83(1986)-  45 39 14.26765(N)    084 31 06.88879(W) AD(       ) 3
 QK0867  NGVD 29 (03/27/91)  192.3    (m)          631.     (f) GPS OBS        
 QK0867
 QK0867.Superseded values are not recommended for survey control.
 QK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0867.See file dsdata.txt to determine how the superseded data were derived.
 QK0867
 QK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9333558597(NAD 83)
 QK0867_MARKER: I = METAL ROD
 QK0867_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0867_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0867_STAMPING: CITYPORT AZ MK 1989
 QK0867_MARK LOGO: NGS   
 QK0867_PROJECTION: FLUSH
 QK0867_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0867+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1994
 QK0867_ROD/PIPE-DEPTH: 19.5 meters
 QK0867_SLEEVE-DEPTH  : 1.0 meters
 QK0867
 QK0867  HISTORY     - Date     Condition        Report By
 QK0867  HISTORY     - 1989     MONUMENTED       NGS
 QK0867  HISTORY     - 19940825 GOOD             NGS
 QK0867  HISTORY     - 19941004 GOOD             NGS
 QK0867
 QK0867                          STATION DESCRIPTION
 QK0867
 QK0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0867'THE STATION IS LOCATED ABOUT 4.1 KM (2.55 MI) WEST-NORTHWEST OF
 QK0867'CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, ALONG THE SOUTH EDGE
 QK0867'AND NEAR THE CENTER OF THE PAVED RUNWAY.  OWNERSHIP---CITY-COUNTY OF
 QK0867'CHEBOYGAN, C/O AIRPORT MANAGER EARL KIRCHOFF, 1520 LEVERING ROAD,
 QK0867'CHEBOYGAN MI 49721.  PHONE IS (616) 627-5571 OR HOME PHONE (616)
 QK0867'627-5791.
 QK0867'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0867'FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27 (MAIN STREET) TO THE JUNCTION
 QK0867'OF U.S. HIGHWAY 23 SOUTH RIGHT AND WEST STATE ROAD LEFT.  TURN LEFT
 QK0867'AND GO WESTERLY FOR 3.9 KM (2.40 MI) ON WEST STATE ROAD, WHICH TURNS
 QK0867'TO LEVERING ROAD, TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR
 QK0867'0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE
 QK0867'AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM
 QK0867'(0.05 MI), PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING
 QK0867'TAXIWAY RIGHT.  TURN RIGHT AND GO NORTH FOR 0.3 KM (0.20 MI) ON THE
 QK0867'CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN RIGHT AND GO EAST FOR
 QK0867'0.4 KM (0.25 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST
 QK0867'THE PAVED PORTION OF THE TURF RUNWAY ON THE RIGHT.
 QK0867'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0867'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 19.5 METERS IN A GREASE
 QK0867'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 QK0867'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 QK0867'52.7 M (172.9 FT) EAST FROM THE EAST EDGE OF THE PAVED PORTION OF THE
 QK0867'TURF RUNWAY, 14.8 M (48.6 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY
 QK0867'AND 9.4 M (30.8 FT) NORTH FROM A CARSONITE WITNESS POST.
 QK0867'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0867'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0867
 QK0867                          STATION RECOVERY (1994)
 QK0867
 QK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0867'THE STATION IS LOCATED IN QUAD 450844, ABOUT 4.1 KM (2.55 MI)
 QK0867'WEST-NORTHWEST OF CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT, 15
 QK0867'MI (24.1 KM) SOUTHEAST OF MACKINAW CITY, 4.0 MI (6.4 KM) NORTHEAST OF
 QK0867'MULLETT LAKE IN THE SOUTHWEST 1/4 OF SECTION 26, T 38 N, R 2 W, BEAN
 QK0867'GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF CHEBOYGAN, C/O AIRPORT
 QK0867'MANAGER AL HOFFMAN, 1520 LEVERING ROAD, CHEBOYGAN MI 49721, PHONE
 QK0867'616-627-5571 OR 627-5791.  TO REACH THE STATION FROM THE POST OFFICE
 QK0867'IN CHEBOYGAN, GO NORTHEAST FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 27
 QK0867'(MAIN STREET) TO THE JUNCTION OF U.S.  HIGHWAY 23 SOUTH ON THE RIGHT
 QK0867'AND WEST STATE STREET ON THE LEFT.  TURN LEFT AND GO WESTERLY FOR 3.9
 QK0867'KM (2.40 MI) ON WEST STATE STREET, WHICH TURNS TO LEVERING, TO A PAVED
 QK0867'ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE
 QK0867'AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 QK0867'BEAR LEFT AND GO NORTHWEST FOR 0.05 MI, (0.08 KM) PASSING THROUGH THE
 QK0867'GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT. BEAR RIGHT AND
 QK0867'GO NORTH FOR 0.15 MI (0.24 KM) ON THE CONNECTING TAXIWAY TO THE
 QK0867'RUNWAY.  TURN RIGHT AND GO EAST ON RUNWAY FOR 0.3 MI (0.5 KM) TO THE
 QK0867'STATION ON THE RIGHT.  LOCATED 171.0 FT (52.1 M) EAST FROM THE EAST
 QK0867'EDGE OF A TURNOUT, 74.0 FT (22.6 M) SOUTHWEST FROM A RUNWAY LIGHT,
 QK0867'49.0 FT (14.9 M) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY, AND 31.5 FT
 QK0867'(9.6 M) NORTH FROM A WITNESS POST.
 QK0867
 QK0867                          STATION RECOVERY (1994)
 QK0867
 QK0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 QK0867'NOTE--CALL IN ADVANCE, (616) 627-5571 TO MAKE ARRANGEMENTS TO GET ONTO
 QK0867'AIRPORT GROUND.  NO ESCORT WILL BE NEEDED.  THE AIRPORT MANAGER AT THE
 QK0867'TIME OF THIS RECOVERY WAS MR. AL HOFFMAN. ABOUT 2.5 MI (4.0 KM)
 QK0867'WEST-NORTHWEST FROM CHEBOYGAN, AT THE CHEBOYGAN CITY-COUNTY AIRPORT.
 QK0867'IT IS ABOUT 0.25 MI (0.40 KM) EAST FROM THE JUNCTION OF THE PAVED
 QK0867'RUNWAY AND THE CONNECTING TAXIWAY, IN THE SOUTHWEST 1/4 OF SECTION 26,
 QK0867'T-38-N, R-2-W, BEAN GRAND TOWNSHIP.  OWNERSHIP--CITY-COUNTY OF
 QK0867'CHEBOYGAN, C/O AIRPORT MANAGER, MR. AL HOFFMAN, 1520 LEVERING ROAD,
 QK0867'CHEBOYGAN, MI 49721, PHONE NUMBER IS (616) 627-5571 OR (616) 627-5791.
 QK0867'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTHEAST
 QK0867'ON STATE HIGHWAY 27 (MAIN STREET) FOR 0.25 MI (0.40 KM) TO THE
 QK0867'JUNCTION OF U.S. HIGHWAY 23 SOUTH ON THE RIGHT AND WEST STATE STREET
 QK0867'ON THE LEFT.  TURN LEFT AND GO WESTERLY ON WEST STATE STREET, WHICH
 QK0867'BECOMES LEVERING ROAD FOR 2.4 MI (3.9 KM) TO A PAVED ROAD RIGHT,
 QK0867'AIRPORT ENTRANCE ROAD.  TURN RIGHT AND GO NORTH ON AIRPORT ENTRANCE
 QK0867'ROAD FOR 0.1 MI (0.2 KM) TO GATE AND AIRPORT OFFICE ON LEFT.  PASS
 QK0867'THROUGHT GATE AND GO ACROSS APRON TO A CONNECTING TAXIWAY RIGHT.  BEAR
 QK0867'RIGHT CONTINUING NORTH ON TAXIWAY FOR 0.25 MI (0.40 KM) TO THE
 QK0867'CONNECTING PAVED RUNWAY.  TURN RIGHT AND GO EAST ON THE PAVED RUNWAY
 QK0867'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT JUST PAST THE PAVED
 QK0867'PORTION OF THE TURF RUNWAY WHICH CROSSES THE PAVED RUNWAY.  STATION IS
 QK0867'THE TOP CENTER OF A STAINLESS STEEL ROD RECESS 8 CM BELOW GROUND
 QK0867'DRIVEN TO REFUSAL AT A DEPTH OF 19.5 METERS (64.0 FT) IN A GREASE
 QK0867'FILLED SLEEVE EXTENDING TO A DEPT OF 1.0 METER (3.3 FT) ENCASED IN A
 QK0867'PVC PIPE, COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0867'IT IS LOCATED 172.9 FT (52.7 M) EAST FROM THE EAST EDGE OF THE PAVED
 QK0867'PORTION OF THE TURF RUNWAY, 133.0 FT (40.5 M) EAST-SOUTHEAST FROM A
 QK0867'WHITE RUNWAY MARKER LIGHT, 74.4 FT (22.7 M) WEST-SOUTHWEST FROM A
 QK0867'WHITE RUNWAY MARKER LIGHT, 48.6 FT (14.8 M) SOUTH FROM THE SOUTH EDGE
 QK0867'OF THE RUNWAY AND 30.8 FT (9.4 M) NORTH FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8116 ***********************************************************************
 AA8116  CBN         -  This is a Cooperative Base Network Control Station.
 AA8116  PACS        -  This is a Primary Airport Control Station.
 AA8116  DESIGNATION -  CIU C
 AA8116  PID         -  AA8116
 AA8116  STATE/COUNTY-  MI/CHIPPEWA
 AA8116  USGS QUAD   -  DAFTER (1975)
 AA8116
 AA8116                         *CURRENT SURVEY CONTROL
 AA8116  ___________________________________________________________________
 AA8116* NAD 83(1994)-  46 15 03.68671(N)    084 28 09.02879(W)     ADJUSTED  
 AA8116* NAVD 88     -       241.97   (meters)     793.9    (feet)  GPS OBS   
 AA8116  ___________________________________________________________________
 AA8116  X           -     425,846.039 (meters)                     COMP
 AA8116  Y           -  -4,397,779.037 (meters)                     COMP
 AA8116  Z           -   4,584,734.622 (meters)                     COMP
 AA8116  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AA8116  ELLIP HEIGHT-         205.66  (meters)          (07/12/02) GPS OBS
 AA8116  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AA8116
 AA8116  HORZ ORDER  -  B
 AA8116  ELLP ORDER  -  FOURTH    CLASS II
 AA8116
 AA8116.This mark is at Chippewa Co  Intl Airport (CIU)
 AA8116
 AA8116.The horizontal coordinates were established by GPS observations
 AA8116.and adjusted by the National Geodetic Survey in September 1995..
 AA8116
 AA8116.The orthometric height was determined by GPS observations and a
 AA8116.high-resolution geoid model.
 AA8116
 AA8116.GPS derived orthometric heights for airport stations designated as
 AA8116.PACS or SACS are published to 2 decimal places.  This maintains
 AA8116.centimeter relative accuracy between the PACS and SACS.  It does
 AA8116.not indicate centimeter accuracy relative to other marks which are
 AA8116.part of the NAVD 88 network.
 AA8116
 AA8116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8116
 AA8116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8116
 AA8116.The ellipsoidal height was determined by GPS observations
 AA8116.and is referenced to NAD 83.
 AA8116
 AA8116.The geoid height was determined by GEOID03.
 AA8116
 AA8116;                    North         East     Units Scale Factor Converg.
 AA8116;SPC MI N     -   166,239.779 8,195,105.560   MT  0.99990301   +1 49 45.3
 AA8116;SPC MI N     -   545,406.10 26,886,829.27   iFT  0.99990301   +1 49 45.3
 AA8116;UTM  16      - 5,125,051.882   695,076.883   MT  1.00006782   +1 49 43.6
 AA8116
 AA8116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8116!SPC MI N     -   0.99996776  x   0.99990301  =   0.99987077
 AA8116!UTM  16      -   0.99996776  x   1.00006782  =   1.00003558
 AA8116
 AA8116                          SUPERSEDED SURVEY CONTROL
 AA8116
 AA8116  ELLIP H (09/20/95)  205.68   (m)                       GP(       ) 1 2
 AA8116
 AA8116.Superseded values are not recommended for survey control.
 AA8116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8116.See file dsdata.txt to determine how the superseded data were derived.
 AA8116
 AA8116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9507725052(NAD 83)
 AA8116_MARKER: I = METAL ROD
 AA8116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8116_STAMPING: CIU C 1994
 AA8116_MARK LOGO: NGS   
 AA8116_PROJECTION: FLUSH
 AA8116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8116+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005
 AA8116_ROD/PIPE-DEPTH: 9.5  meters
 AA8116_SLEEVE-DEPTH  : 1.2 meters
 AA8116
 AA8116  HISTORY     - Date     Condition        Report By
 AA8116  HISTORY     - 1994     MONUMENTED       NGS
 AA8116  HISTORY     - 20010915 GOOD             JCLS
 AA8116  HISTORY     - 20020614 GOOD             JCLS
 AA8116  HISTORY     - 20050421 GOOD             JCLS
 AA8116
 AA8116                          STATION DESCRIPTION
 AA8116
 AA8116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8116'STATION IS LOCATED ABOUT 25 KM (15.55 MI) SOUTH OF SAULT STE MARIE, IN
 AA8116'THE KINROSS AREA, AT THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT
 AA8116'(FORMERLY KINCHELOE AFB) , ALONG THE PARALLEL TAXI, 53.3 M (174.9 FT)
 AA8116'SOUTH-SOUTHEAST OF ITS JUNCTION WITH A RAMP LEADING TO A FENCED-OFF
 AA8116'APRON, IN EAST CENTRAL SECTION 31, T 45 N, R 1 W. OWNERSHIP--CHIPPEWA
 AA8116'COUNTY ECONOMIC DEVELOPMENT COMMISSION, 119 CULLEY ROAD, KINCHELOE, MI
 AA8116'49788.  AIRPORT MANAGER IS KATHY NOEL, PHONE 906-495-5631.  TO REACH
 AA8116'FROM THE UNDERPASS AT EXIT 378 OF INTERSTATE HIGHWAY 75 (KINROSS EXIT)
 AA8116', ABOUT 10 KM (6.20 MI) NORTHEAST OF RUDYARD, GO EAST ON TONE ROAD FOR
 AA8116'4.08 KM (2.55 MI) TO A CROSSROAD AT STOP SIGN, WATER TOWER ROAD.  TURN
 AA8116'RIGHT, SOUTH, ON ROAD FOR 0.16 KM (0.10 MI) TO A LOCKED GATE ON THE
 AA8116'EAST SIDE OF THE AIRPORT OFFICE BUILDING.  PASS THROUGH GATE, THEN
 AA8116'TURN RIGHT, WEST ON APRON, THEN TAXI FOR 0.51 KM (0.30 MI) TO THE
 AA8116'PARALLEL TAXI ON THE LEFT.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.62 KM
 AA8116'(0.40 MI) TO A GATE ON THE LEFT, CONTINUE SOUTHEAST ON TAXI FOR 53.3 M
 AA8116'(174.9 FT) TO STATION ON THE LEFT.  ACCESS COVER IS FLUSH WITH THE
 AA8116'GROUND.  STATION IS 53.3 M (174.9 FT) SOUTH-SOUTHEAST OF THE RAMP
 AA8116'CENTER, 30.2 M (99.1 FT) NORTHEAST OF THE FIRST TAXIWAY LIGHT
 AA8116'SOUTHEAST OF THE RAMP ON THE EAST SIDE OF THE TAXIWAY, 16.95 M (55.61
 AA8116'FT) NORTHEAST OF THE EDGE OF THE ASPHALT SHOULDER OF THE TAXI, 16.2 M
 AA8116'(53.1 FT) SOUTHWEST OF FENCE WITH FIBERGLASS WITNESS POST AND 11.43 M
 AA8116'(37.50 FT) NORTH-NORTHEAST OF THE EAST ONE OF TWO ROUND MANHOLE
 AA8116'COVERS. DESCRIBED BY G.R.  HEID.
 AA8116
 AA8116                          STATION RECOVERY (2001)
 AA8116
 AA8116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AA8116'RECOVERED AS DESCRIBED.
 AA8116
 AA8116                          STATION RECOVERY (2002)
 AA8116
 AA8116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA8116'RECOVERED IN GOOD CONDITION.
 AA8116
 AA8116                          STATION RECOVERY (2005)
 AA8116
 AA8116'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 AA8116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0554 ***********************************************************************
 RK0554  DESIGNATION -  CJ 7523 CCIC 1975
 RK0554  PID         -  RK0554
 RK0554  STATE/COUNTY-  MI/MARQUETTE
 RK0554  USGS QUAD   -  ISHPEMING (1975)
 RK0554
 RK0554                         *CURRENT SURVEY CONTROL
 RK0554  ___________________________________________________________________
 RK0554* NAD 83(1994)-  46 26 32.22676(N)    087 39 25.48695(W)     ADJUSTED  
 RK0554* NAVD 88     -       470.     (meters)    1542.     (feet)  VERTCON   
 RK0554  ___________________________________________________________________
 RK0554  LAPLACE CORR-          -6.35  (seconds)                    DEFLEC99
 RK0554  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 RK0554
 RK0554  HORZ ORDER  -  SECOND
 RK0554
 RK0554.The horizontal coordinates were established by classical geodetic methods
 RK0554.and adjusted by the National Geodetic Survey in February 1997..
 RK0554
 RK0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0554
 RK0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0554
 RK0554.The geoid height was determined by GEOID03.
 RK0554
 RK0554;                    North         East     Units Scale Factor Converg.
 RK0554;SPC MI N     -   184,592.418 7,949,512.809   MT  0.99990658   -0 28 29.8
 RK0554;SPC MI N     -   605,618.17 26,081,078.77   iFT  0.99990658   -0 28 29.8
 RK0554;UTM  16      - 5,143,400.058   449,527.764   MT  0.99963131   -0 28 34.3
 RK0554
 RK0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0554!SPC MI N     -   0.99993161  x   0.99990658  =   0.99983820
 RK0554!UTM  16      -   0.99993161  x   0.99963131  =   0.99956295
 RK0554
 RK0554                          SUPERSEDED SURVEY CONTROL
 RK0554
 RK0554  NAD 83(1994)-  46 26 32.22086(N)    087 39 25.48324(W) AD(       ) 2
 RK0554  NAD 83(1986)-  46 26 32.22088(N)    087 39 25.48318(W) AD(       ) 2
 RK0554  NAD 27      -  46 26 32.44003(N)    087 39 25.00364(W) AD(       ) 2
 RK0554  NGVD 29 (07/19/86)  470.     (m)         1542.     (f) VERT ANG       
 RK0554
 RK0554.Superseded values are not recommended for survey control.
 RK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0554.See file dsdata.txt to determine how the superseded data were derived.
 RK0554
 RK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4952843400(NAD 83)
 RK0554
 RK0554  HISTORY     - Date     Condition        Report By
 RK0554  HISTORY     - 1975     MONUMENTED       NGS
 RK0554
 RK0554                          STATION DESCRIPTION
 RK0554
 RK0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0554'THIS STATION IS ON PROPERTY OF CLEVELAND-CLIFFS IRON COMPANY AND
 RK0554'IS ACCESSIBLE TO MINING COMPANY PERSONNEL ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0552 ***********************************************************************
 RK0552  DESIGNATION -  CJ 7524 CCIC 1975
 RK0552  PID         -  RK0552
 RK0552  STATE/COUNTY-  MI/MARQUETTE
 RK0552  USGS QUAD   -  ISHPEMING (1975)
 RK0552
 RK0552                         *CURRENT SURVEY CONTROL
 RK0552  ___________________________________________________________________
 RK0552* NAD 83(1994)-  46 26 13.08083(N)    087 37 56.22868(W)     ADJUSTED  
 RK0552* NAVD 88     -       519.     (meters)    1703.     (feet)  VERTCON   
 RK0552  ___________________________________________________________________
 RK0552  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 RK0552  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 RK0552
 RK0552  HORZ ORDER  -  SECOND
 RK0552
 RK0552.The horizontal coordinates were established by classical geodetic methods
 RK0552.and adjusted by the National Geodetic Survey in February 1997..
 RK0552
 RK0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0552
 RK0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0552
 RK0552.The geoid height was determined by GEOID03.
 RK0552
 RK0552;                    North         East     Units Scale Factor Converg.
 RK0552;SPC MI N     -   183,985.816 7,951,413.114   MT  0.99990633   -0 27 25.2
 RK0552;SPC MI N     -   603,628.01 26,087,313.37   iFT  0.99990633   -0 27 25.2
 RK0552;UTM  16      - 5,142,793.583   451,427.532   MT  0.99962900   -0 27 29.4
 RK0552
 RK0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0552!SPC MI N     -   0.99992394  x   0.99990633  =   0.99983028
 RK0552!UTM  16      -   0.99992394  x   0.99962900  =   0.99955297
 RK0552
 RK0552                          SUPERSEDED SURVEY CONTROL
 RK0552
 RK0552  NAD 83(1986)-  46 26 13.07495(N)    087 37 56.22492(W) AD(       ) 2
 RK0552  NAD 27      -  46 26 13.29261(N)    087 37 55.74898(W) AD(       ) 2
 RK0552  NGVD 29 (07/19/86)  519.     (m)         1703.     (f) VERT ANG       
 RK0552
 RK0552.Superseded values are not recommended for survey control.
 RK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0552.See file dsdata.txt to determine how the superseded data were derived.
 RK0552
 RK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5142842794(NAD 83)
 RK0552
 RK0552  HISTORY     - Date     Condition        Report By
 RK0552  HISTORY     - 1975     MONUMENTED       NGS
 RK0552
 RK0552                          STATION DESCRIPTION
 RK0552
 RK0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0552'THIS STATION IS ON PROPERTY OF CLEVELAND-CLIFFS IRON COMPANY AND
 RK0552'IS ACCESSIBLE TO MINING COMPANY PERSONNEL ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0062 ***********************************************************************
 RJ0062  DESIGNATION -  CKI
 RJ0062  PID         -  RJ0062
 RJ0062  STATE/COUNTY-  MI/CHIPPEWA
 RJ0062  USGS QUAD   -  STALWART (1964)
 RJ0062
 RJ0062                         *CURRENT SURVEY CONTROL
 RJ0062  ___________________________________________________________________
 RJ0062* NAD 83(1986)-  46 04 20.     (N)    084 09 30.     (W)     SCALED    
 RJ0062* NAVD 88     -       228.502  (meters)     749.68   (feet)  ADJUSTED  
 RJ0062  ___________________________________________________________________
 RJ0062  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 RJ0062  DYNAMIC HT  -         228.508 (meters)     749.70  (feet)  COMP
 RJ0062  MODELED GRAV-     980,637.8   (mgal)                       NAVD 88
 RJ0062
 RJ0062  VERT ORDER  -  FIRST     CLASS 0
 RJ0062
 RJ0062.The horizontal coordinates were scaled from a topographic map and have
 RJ0062.an estimated accuracy of +/- 6 seconds.
 RJ0062
 RJ0062.The orthometric height was determined by differential leveling
 RJ0062.and adjusted by the National Geodetic Survey in June 1991..
 RJ0062
 RJ0062.The geoid height was determined by GEOID03.
 RJ0062
 RJ0062.The dynamic height is computed by dividing the NAVD 88
 RJ0062.geopotential number by the normal gravity value computed on the
 RJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0062.degrees latitude (g = 980.6199 gals.).
 RJ0062
 RJ0062.The modeled gravity was interpolated from observed gravity values.
 RJ0062
 RJ0062;                    North         East    Units  Estimated Accuracy
 RJ0062;SPC MI N     -   147,190.    8,219,770.      MT  (+/- 180 meters Scaled)
 RJ0062
 RJ0062                          SUPERSEDED SURVEY CONTROL
 RJ0062
 RJ0062  NGVD 29 (??/??/92)  228.493  (m)          749.65   (f) ADJ UNCH    1 0
 RJ0062
 RJ0062.Superseded values are not recommended for survey control.
 RJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0062.See file dsdata.txt to determine how the superseded data were derived.
 RJ0062
 RJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS197059(NAD 83)
 RJ0062_MARKER: Z = SEE DESCRIPTION
 RJ0062_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0062+WITH SETTING: INTO GROUND
 RJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0062+STABILITY: SURFACE MOTION
 RJ0062
 RJ0062  HISTORY     - Date     Condition        Report By
 RJ0062  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0062  HISTORY     - 1972     GOOD             USLS
 RJ0062  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0062
 RJ0062                          STATION DESCRIPTION
 RJ0062
 RJ0062'DESCRIBED BY US LAKE SURVEY 1972
 RJ0062'4 MI NW FROM GOETZVILLE.
 RJ0062'CKI IS IN CHIPPEWA COUNTY, MICHIGAN, 4.0 MILES NORTH AND WEST
 RJ0062'ALONG HIGHWAY M-48 FROM THE POST OFFICE IN GOETZVILLE, 92.4 FEET
 RJ0062'EAST OF UTILITY POLE NO. 10134/40, 87.9 FEET NORTHWEST OF A
 RJ0062'24-INCH BIRCH ON SOUTH SIDE OF HIGHWAY, 39 FEET NORTH OF
 RJ0062'CENTERLINE OF M-48, 15.0 FEET WEST SOUTHWEST OF SOUTHEAST CORNER,
 RJ0062'4.5 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE WITH WEST FACE
 RJ0062'OF A 1-CAR GARAGE BELONGING TO JOHN J. KRZYCKI, 3/4-FOOT BELOW
 RJ0062'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0062'DIAMETER COPPER-COATED STEEL ROD, 15 FEET LONG.
 RJ0062
 RJ0062                          STATION RECOVERY (1983)
 RJ0062
 RJ0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0062'SEARCHED FOR, BUT NOT RECOVERED, GARAGE GONE AND COVERED OVER WITH
 RJ0062'FILL DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0697 ***********************************************************************
 QK0697  DESIGNATION -  CLARION
 QK0697  PID         -  QK0697
 QK0697  STATE/COUNTY-  MI/CHARLEVOIX
 QK0697  USGS QUAD   -  DEADMANS HILL (1986)
 QK0697
 QK0697                         *CURRENT SURVEY CONTROL
 QK0697  ___________________________________________________________________
 QK0697* NAD 83(1994)-  45 16 51.79105(N)    084 56 11.81430(W)     ADJUSTED  
 QK0697* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 QK0697  ___________________________________________________________________
 QK0697  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QK0697  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 QK0697
 QK0697  HORZ ORDER  -  SECOND
 QK0697
 QK0697.The horizontal coordinates were established by classical geodetic methods
 QK0697.and adjusted by the National Geodetic Survey in February 1997..
 QK0697
 QK0697.The orthometric height was scaled from a topographic map.
 QK0697
 QK0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0697
 QK0697.The geoid height was determined by GEOID03.
 QK0697
 QK0697;                    North         East     Units Scale Factor Converg.
 QK0697;SPC MI C     -   218,441.148 5,955,285.108   MT  0.99993005   -0 24 09.4
 QK0697;SPC MI C     -   716,670.43 19,538,336.97   iFT  0.99993005   -0 24 09.4
 QK0697;UTM  16      - 5,016,243.618   661,828.983   MT  0.99992201   +1 27 59.4
 QK0697
 QK0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0697!SPC MI C     -   0.99996115  x   0.99993005  =   0.99989120
 QK0697!UTM  16      -   0.99996115  x   0.99992201  =   0.99988316
 QK0697
 QK0697:                Primary Azimuth Mark                     Grid Az
 QK0697:SPC MI C     -  ACW P 66 USED TOWER                      039 10 09.4
 QK0697:UTM  16      -  ACW P 66 USED TOWER                      037 18 00.6
 QK0697
 QK0697|---------------------------------------------------------------------|
 QK0697| PID    Reference Object                     Distance      Geod. Az  |
 QK0697|                                                           dddmmss.s |
 QK0697| QK0708 ACW P 66 USED TOWER                 APPROX. 6.5 KM 0384600.0 |
 QK0697| CH1003 CLARION RM 1                          8.613 METERS 05032     |
 QK0697| CH1004 CLARION RM 2                         10.379 METERS 14238     |
 QK0697| CH1002 CLARION AZ MK                                      1711728.5 |
 QK0697|---------------------------------------------------------------------|
 QK0697
 QK0697                          SUPERSEDED SURVEY CONTROL
 QK0697
 QK0697  NAD 83(1986)-  45 16 51.78456(N)    084 56 11.81571(W) AD(       ) 2
 QK0697  NAD 27      -  45 16 51.73400(N)    084 56 11.65700(W) AD(       ) 2
 QK0697
 QK0697.Superseded values are not recommended for survey control.
 QK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0697.See file dsdata.txt to determine how the superseded data were derived.
 QK0697
 QK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6182916244(NAD 83)
 QK0697_MARKER: DS = TRIANGULATION STATION DISK
 QK0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0697_STAMPING: CLARION 1956
 QK0697_MARK LOGO: CGS   
 QK0697_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0697+STABILITY: SURFACE MOTION
 QK0697
 QK0697  HISTORY     - Date     Condition        Report By
 QK0697  HISTORY     - 1956     MONUMENTED       CGS
 QK0697  HISTORY     - 1969     SEE DESCRIPTION  MIDH
 QK0697  HISTORY     - 19940602 GOOD             LOCENG
 QK0697
 QK0697                          STATION DESCRIPTION
 QK0697
 QK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0697'THE STATION IS ABOUT 6 MILES SOUTH OF PETOSKEY AND ABOUT 5 MILES
 QK0697'NORTHEAST OF BOYNE CITY.
 QK0697'IT IS ON THE NORTHEAST SIDE OF U.S. HIGHWAY 131 ON PROPERTY OWNED BY
 QK0697'CLARION SHORT.  IT IS 61 FEET
 QK0697'NORTHEAST OF THE CENTER OF THE HIGHWAY, 42 FEET WEST OF
 QK0697'THE WEST CORNER OF A BARN AND 16 FEET SOUTH OF
 QK0697'THE SOUTH CORNER OF A FRAME BUILDING.
 QK0697'THE MARK IS FLUSH AND THE DISK IS STAMPED CLARION 1956.
 QK0697'
 QK0697'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0697'THE WEST EDGE OF PETOSKEY,
 QK0697'GO SOUTH AND SOUTHEAST ON HIGHWAY 131 FOR 6.55 MILES TO THE STATION
 QK0697'ON THE LEFT AS DESCRIBED.
 QK0697'
 QK0697'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON HIGHWAY
 QK0697'131 FOR 0.1 MILE TO A SAND
 QK0697'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE SAND ROAD FOR 0.15 MILE
 QK0697'TO THE MARK ON THE RIGHT.
 QK0697'
 QK0697'REFERENCE MARK 1 IS 21 FEET NORTHWEST OF THE WEST CORNER OF THE BARN
 QK0697'AND 17 FEET EAST OF THE EAST
 QK0697'CORNER OF THE FRAME BUILDING.  THE MARK IS ABOUT 1 INCH UNDERGROUND
 QK0697'AND THE DISK IS STAMPED CLARION NO
 QK0697'1 1956.
 QK0697'
 QK0697'REFERENCE MARK 2 IS 57 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY,
 QK0697'49 FEET SOUTHEAST OF THE
 QK0697'SOUTH CORNER OF THE FRAME BUILDING AND 42 FEET SOUTHWEST OF THE WEST
 QK0697'CORNER OF THE BARN.  THE MARK IS
 QK0697'FLUSH AND THE DISK IS STAMPED CLARION NO 2 1956.
 QK0697'
 QK0697'THE AZIMUTH MARK IS 21 FEET WEST OF THE CENTER OF A SAND ROAD, 2 FEET
 QK0697'NORTH OF A WHITE WITNESS
 QK0697'POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT 4 INCHES
 QK0697'AND THE DISK IS STAMPED CLARION
 QK0697'1956.
 QK0697'
 QK0697'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0697
 QK0697                          STATION RECOVERY (1969)
 QK0697
 QK0697'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1969 (LNE)
 QK0697'CLARION 1956 ERECTED- METAL SIGNS
 QK0697'STA. REFERENCE
 QK0697'MARKS AND AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND IN GOOD
 QK0697'CONDITION.  STA. REFERENCE MARKS, WERE
 QK0697'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 QK0697'USED REFERENCE MARK NO 3 IN PLACE OF AZ MARK.
 QK0697'RESULTS VERY GOOD FOR
 QK0697'TRAVERSE RUN FROM TRI STA CLARION.
 QK0697
 QK0697                          STATION RECOVERY (1994)
 QK0697
 QK0697'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1328 ***********************************************************************
 NF1328  DESIGNATION -  CLARK
 NF1328  PID         -  NF1328
 NF1328  STATE/COUNTY-  MI/INGHAM
 NF1328  USGS QUAD   -  SHAFTSBURG (1972)
 NF1328
 NF1328                         *CURRENT SURVEY CONTROL
 NF1328  ___________________________________________________________________
 NF1328* NAD 83(1994)-  42 46 09.39641(N)    084 17 50.19502(W)     ADJUSTED  
 NF1328* NAVD 88     -       298.3    (meters)     979.     (feet)  VERTCON   
 NF1328  ___________________________________________________________________
 NF1328  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 NF1328  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NF1328
 NF1328  HORZ ORDER  -  FIRST
 NF1328
 NF1328.The horizontal coordinates were established by classical geodetic methods
 NF1328.and adjusted by the National Geodetic Survey in February 1997..
 NF1328
 NF1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1328
 NF1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1328
 NF1328.The geoid height was determined by GEOID03.
 NF1328
 NF1328;                    North         East     Units Scale Factor Converg.
 NF1328;SPC MI S     -   140,990.113 4,005,678.757   MT  0.99990891   +0 02 50.0
 NF1328;SPC MI S     -   462,565.99 13,141,990.67   iFT  0.99990891   +0 02 50.0
 NF1328;UTM  16      - 4,738,736.743   721,123.523   MT  1.00020159   +1 50 09.7
 NF1328
 NF1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1328!SPC MI S     -   0.99995844  x   0.99990891  =   0.99986735
 NF1328!UTM  16      -   0.99995844  x   1.00020159  =   1.00016002
 NF1328
 NF1328:                Primary Azimuth Mark                     Grid Az
 NF1328:SPC MI S     -  PITTSBURG WHITE CHURCH STEEPLE           024 24 00.7
 NF1328:UTM  16      -  PITTSBURG WHITE CHURCH STEEPLE           022 36 41.0
 NF1328
 NF1328|---------------------------------------------------------------------|
 NF1328| PID    Reference Object                     Distance      Geod. Az  |
 NF1328|                                                           dddmmss.s |
 NF1328| NF1267 PITTSBURG WHITE CHURCH STEEPLE      APPROX.15.0 KM 0242650.7 |
 NF1328| NF1253 PERRY WATER TANK                    APPROX. 8.9 KM 0463005.4 |
 NF1328| CH0899 CLARK RM 1                           45.357 METERS 05711     |
 NF1328| NF1240 BANCROFT WATER TANK                 APPROX.22.4 KM 0581201.4 |
 NF1328| CH0898 CLARK AZ MK                                        0850324.3 |
 NF1328| NF1275 FOWLERVILLE WATER TANK              APPROX.21.8 KM 1231401.4 |
 NF1328| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.33.3 KM 1272841.2 |
 NF1328| NF1292 MASON COURTHOUSE                    APPROX.24.2 KM 2092923.5 |
 NF1328| NF1291 MASON SMA CORPORATION TANK          APPROX.24.1 KM 2112450.2 |
 NF1328| NF1301 OKEMOS COUNTY FARM WATER TANK       APPROX.12.3 KM 2271957.4 |
 NF1328| NF1303 EAST LANSING MICH ST U N STK        APPROX.15.6 KM 2535353.9 |
 NF1328| NF1499 LANSING DIAMOND REO W TANK          APPROX.21.5 KM 2542219.3 |
 NF1328| NF1474 LANSING DIAMOND RED E TANK          APPROX.21.1 KM 2544326.1 |
 NF1328| NF1305 EAST LANSING MICH ST U MEM TWR      APPROX.15.7 KM 2544528.6 |
 NF1328| NF1476 LANSING CITY POWER PLT SE STK       APPROX.22.1 KM 2551643.6 |
 NF1328| NF1475 LANSING CITY POWER PLT NW STK       APPROX.22.1 KM 2552153.0 |
 NF1328| NF1473 LANSING OLDS MOTOR CO STACK         APPROX.22.3 KM 2561423.3 |
 NF1328| NF1343 SHAFTSBURG BELL TEL MICROWAVE       147.089 METERS 25738     |
 NF1328| NF1470 LANSING STATE CAPITOL DOME          APPROX.21.5 KM 2592801.0 |
 NF1328| NF1332 CLARK 1932 RM 3 1970                 18.721 METERS 26555     |
 NF1328| NF1430 LANSING CAPITAL CITY APT BCN        APPROX.24.9 KM 2715604.4 |
 NF1328| CH0900 CLARK RM 2                           42.693 METERS 30609     |
 NF1328| NF1323 LAINGSBURG ST CATHERINE CH          APPROX.14.6 KM 3421302.1 |
 NF1328|---------------------------------------------------------------------|
 NF1328
 NF1328                          SUPERSEDED SURVEY CONTROL
 NF1328
 NF1328  NAD 83(1986)-  42 46 09.39587(N)    084 17 50.21486(W) AD(       ) 1
 NF1328  NAD 27      -  42 46 09.27345(N)    084 17 50.32191(W) AD(       ) 1
 NF1328  NGVD 29 (07/19/86)  298.4    (m)          979.     (f) VERT ANG       
 NF1328
 NF1328.Superseded values are not recommended for survey control.
 NF1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1328.See file dsdata.txt to determine how the superseded data were derived.
 NF1328
 NF1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2112438737(NAD 83)
 NF1328
 NF1328  HISTORY     - Date     Condition        Report By
 NF1328  HISTORY     - 1932     MONUMENTED       CGS
 NF1328  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1328  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NF1328  HISTORY     - 1976     GOOD             NGS
 NF1328
 NF1328                          STATION DESCRIPTION
 NF1328
 NF1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1328'ABOUT 6 MILES SOUTHWEST
 NF1328'OF PERRY, 14 MILES
 NF1328'EAST BY NORTH OF CENTER OF LANSING, 1/2 MILE SOUTH OF SHIAWASSEE-
 NF1328'INGHAM COUNTY LINE, ON PROPERTY OWNED
 NF1328'BY M. B. CLARK, ON HIGHEST PART
 NF1328'OF RIDGE TO SOUTH OF ROAD, 84 FEET SOUTH OF FENCE AT
 NF1328'EDGE OF ROAD EXCAVATION, AND
 NF1328'45 FEET WEST OF BREAK OF SLOPE ON EAST SIDE OF RIDGE.  TO REACH FROM
 NF1328'PERRY, GO SOUTH 3.0 MILES ON
 NF1328'ROUTE M-47 TO CROSSROADS, PROCEED WEST 1.5 MILES, SOUTH 0.5 MILE,
 NF1328'AND WEST 1.0 MILE TO CROSSROADS
 NF1328'WITH SCHOOL IN SOUTHWEST CORNER OF INTERSECTION,
 NF1328'PROCEED SOUTH 0.5 MILE TO NARROW GRAVEL ROAD TO
 NF1328'WEST, AND PROCEED WEST 0.9 MILE
 NF1328'ON GRAVEL ROAD TO CREST OF RIDGE AND STATION SITE.  SURFACE AND
 NF1328'UNDERGROUND MARKS ARE
 NF1328'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 NF1328'MARK PROJECTS 3 INCHES.
 NF1328'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 NF1328'DISKS IN CONCRETE, NOTE 11A.  NO. 1
 NF1328'PROJECTS 5 INCHES, IS ON EAST SLOPE OF RIDGE,
 NF1328'30 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF
 NF1328'FENCE, 114 FEET NORTHWEST OF
 NF1328'16-INCH HICKORY TREE, AND 150.30 FEET (SLOPE) FROM STATION IN AZIMUTH
 NF1328'237 DEG 13 MIN.  NO. 2 PROJECTS 5
 NF1328'INCHES, IS 20 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF
 NF1328'FENCE, 146 FEET EAST OF EAST END OF
 NF1328'GATE, AND 140.06 FEET FROM STATION IN AZIMUTH 126 DEG 10 MIN.
 NF1328'AZIMUTH MARK PROJECTS 7 INCHES, IS 31 FEET
 NF1328'SOUTH OF THE CENTER LINE OF THE ROAD, 1
 NF1328'FOOT SOUTH OF FENCE, 65 FEET WEST OF NORTH-AND-SOUTH FENCE,
 NF1328'66 FEET NORTHEAST OF DOUBLE
 NF1328'TREE IN GROUP OF TREES GROWING IN PILE OF ROCKS, AND APPROXIMATELY
 NF1328'0.2 MILE FROM STATION IN
 NF1328'AZIMUTH 265 DEG 04 MIN 26 SEC.
 NF1328
 NF1328                          STATION RECOVERY (1970)
 NF1328
 NF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1328'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NF1328'WERE RECOVERED AND
 NF1328'FOUND TO BE IN GOOD CONDITION.  THE DIRECTION TO BOTH
 NF1328'REFERENCE MARKS AND THE DISTANCE TO
 NF1328'REFERENCE MARK 2 COMPARED FAVORABLY
 NF1328'WITH THE 1932 VALUES.  THE CURRENT HORIZONTAL DISTANCE
 NF1328'TO REFERENCE MARK 1
 NF1328'WAS 1.49 FEET SHORTER THAN THE DISTANCE OBTAINED IN 1932.  THE 1932
 NF1328'DISTANCE WAS
 NF1328'REPORTED AS SLOPE WITH NO INDICATION AS TO WHETHER IT WAS
 NF1328'INSTRUMENT TO MARK OR MARK TO
 NF1328'MARK.  THE CURRENT MEASUREMENT WAS
 NF1328'CONFIRMED.
 NF1328'
 NF1328'DUE TO AN OVERHEAD POWER LINE A REFERENCE MARK 3 WAS ESTABLISHED
 NF1328'AND OCCUPIED.
 NF1328'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 NF1328'
 NF1328'STATION IS LOCATED ABOUT 12-1/2 MILES EAST-NORTHEAST OF LANSING,
 NF1328'9 MILES
 NF1328'SOUTH-SOUTHEAST OF LAINGSBURG, AND 5-1/2 MILES EAST-NORTHEAST
 NF1328'OF HASLETT ON LAND OWNED
 NF1328'BY MR. R.O. HUSKINS.  MR. HUSKINS LIVES AT
 NF1328'5664 SCHOOL STREET, HASLETT, MICHIGAN AND
 NF1328'HIS PHONE NUMBER IS (517)
 NF1328'339-2198.
 NF1328'
 NF1328'THE STATION MARK, A STANDARD DISK STAMPED CLARK 1932, IS SET IN
 NF1328'THE TOP OF A
 NF1328'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1328'GROUND SURFACE.  IT IS 84.7
 NF1328'FEET NORTH OF A POWER LINE POLE WITH
 NF1328'TRANSFORMER, 82.5 FEET EAST OF THE CENTER OF
 NF1328'THE GRAVELED DRIVEWAY
 NF1328'AND 64.3 FEET SOUTH OF A POWER LINE POLE.  (NOTES 1A 7A)
 NF1328'
 NF1328'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1932, IS SET
 NF1328'IN THE TOP OF A
 NF1328'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1328'GROUND SURFACE.  IT IS 34 FEET
 NF1328'SOUTH OF THE CENTER OF BARRY ROAD, 16
 NF1328'FEET SOUTHEAST OF A 24-INCH TREE AND 2 FEET SOUTH
 NF1328'OF AN EAST-WEST
 NF1328'FENCE LINE.  (NOTE 11A)
 NF1328'
 NF1328'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1932, IS SET
 NF1328'IN THE TOP OF A
 NF1328'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 NF1328'ABOVE THE GROUND SURFACE.  IT IS
 NF1328'32 FEET SOUTH OF THE CENTER OF BARRY
 NF1328'ROAD, 13 FEET EAST OF THE CENTER OF THE DRIVEWAY
 NF1328'AND 3 FEET EAST OF
 NF1328'A METAL WITNESS POST.  (NOTE 11A)
 NF1328'
 NF1328'REFERENCE MARK 3, A STANDARD DISK STAMPED CLARK 1932 NO 3 1970,
 NF1328'IS SET IN THE TOP
 NF1328'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1328'FLUSH WITH THE GROUND SURFACE.  IT
 NF1328'IS 98.5 FEET NORTHWEST OF THE POWER
 NF1328'LINE POLE WITH TRANSFORMER, 93.5 FEET SOUTHWEST OF
 NF1328'THE POWER LINE POLE
 NF1328'AND 21 FEET EAST OF THE CENTER OF THE GRAVELED DRIVEWAY.  (NOTE 11B)
 NF1328'
 NF1328'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED CLARK 1932
 NF1328'AZIMUTH, IS SET IN
 NF1328'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1328'THAT PROJECTS 6 INCHES ABOVE THE
 NF1328'GROUND SURFACE.  IT IS 33 FEET SOUTH OF
 NF1328'BARRY ROAD AND 2 FEET SOUTH OF AN EAST-WEST FENCE
 NF1328'LINE.  (NOTE 11B)
 NF1328'
 NF1328'TO REACH THE STATION FROM THE POST OFFICE IN HASLETT, GO EAST ON
 NF1328'HASLETT ROAD FOR
 NF1328'5.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, ON
 NF1328'LOUNSBURY ROAD AND GO 1.8 MILES TO
 NF1328'A CROSSROAD.  TURN RIGHT AND GO EAST
 NF1328'ON BARRY ROAD FOR 0.15 MILE TO A GRAVELED DRIVEWAY ON
 NF1328'THE RIGHT.  TURN
 NF1328'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE STATION
 NF1328'ON THE LEFT.
 NF1328'
 NF1328'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BARRY ROAD
 NF1328'FOR 0.2 MILE TO
 NF1328'THE MARK ON THE RIGHT.
 NF1328'
 NF1328'NO MEASUREMENT BETWEEN REFERENCE MARKS 1 AND 3 DUE TO TREES AND
 NF1328'THE SLOPE OF THE
 NF1328'RIDGE BETWEEN THE TWO MARKS.
 NF1328
 NF1328                          STATION RECOVERY (1976)
 NF1328
 NF1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1328'STATION WAS NOT OCCUPIED FOR OBSERVATIONS AT THIS TIME.
 NF1328'
 NF1328'THE STATION MARK, REFERENCE MARKS 1 AND 2, CLARK RM 3, AND THE
 NF1328'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A LONGER DISTANCE
 NF1328'OF 0.006 METER TO CLARK RM 3 WAS NOTED AND VERIFIED.  NO
 NF1328'MEASUREMENT
 NF1328'
 NF1328'FOR A ROUTE TO REACH AND MORE COMPLETE DESCRIPTION SEE THE
 NF1328'DESCRIPTION FOR CLARK RM 3.
 NF1328'
 NF1328'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1328'
 NF1328'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 NF1328'SHAFTSBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1332 ***********************************************************************
 NF1332  DESIGNATION -  CLARK 1932 RM 3 1970
 NF1332  PID         -  NF1332
 NF1332  STATE/COUNTY-  MI/INGHAM
 NF1332  USGS QUAD   -  SHAFTSBURG (1972)
 NF1332
 NF1332                         *CURRENT SURVEY CONTROL
 NF1332  ___________________________________________________________________
 NF1332* NAD 83(1994)-  42 46 09.35318(N)    084 17 51.01639(W)     ADJUSTED  
 NF1332* NAVD 88     -       299.4    (meters)     982.     (feet)  VERTCON   
 NF1332  ___________________________________________________________________
 NF1332  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 NF1332  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NF1332
 NF1332  HORZ ORDER  -  FIRST
 NF1332
 NF1332.The horizontal coordinates were established by classical geodetic methods
 NF1332.and adjusted by the National Geodetic Survey in February 1997..
 NF1332
 NF1332.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1332
 NF1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1332
 NF1332.The geoid height was determined by GEOID03.
 NF1332
 NF1332;                    North         East     Units Scale Factor Converg.
 NF1332;SPC MI S     -   140,988.763 4,005,660.086   MT  0.99990891   +0 02 49.4
 NF1332;SPC MI S     -   462,561.56 13,141,929.42   iFT  0.99990891   +0 02 49.4
 NF1332;UTM  16      - 4,738,734.811   721,104.897   MT  1.00020149   +1 50 09.1
 NF1332
 NF1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1332!SPC MI S     -   0.99995826  x   0.99990891  =   0.99986718
 NF1332!UTM  16      -   0.99995826  x   1.00020149  =   1.00015974
 NF1332
 NF1332|---------------------------------------------------------------------|
 NF1332| PID    Reference Object                     Distance      Geod. Az  |
 NF1332|                                                           dddmmss.s |
 NF1332| CH0899 CLARK RM 1                                         06529     |
 NF1332| CH0898 CLARK AZ MK                                        0850736.7 |
 NF1332| NF1328 CLARK                                18.721 METERS 08555     |
 NF1332| NF1282 WILLIAMSTON AMER COMMUNIC MAST      APPROX. 4.4 KM 1255733.4 |
 NF1332| NF1321 LANSING TV STATION WJIM MAST        APPROX.11.1 KM 2154617.0 |
 NF1332| NF1310 OKEMOS TV STA WKAR MAST             APPROX.12.1 KM 2314450.8 |
 NF1332| NF1343 SHAFTSBURG BELL TEL MICROWAVE       128.591 METERS 25626     |
 NF1332| CH0900 CLARK RM 2                           30.861 METERS 32914     |
 NF1332|---------------------------------------------------------------------|
 NF1332
 NF1332                          SUPERSEDED SURVEY CONTROL
 NF1332
 NF1332  NAD 83(1986)-  42 46 09.35263(N)    084 17 51.03636(W) AD(       ) 1
 NF1332  NAD 27      -  42 46 09.23020(N)    084 17 51.14324(W) AD(       ) 1
 NF1332  NGVD 29 (07/19/86)  299.5    (m)          983.     (f) VERT ANG       
 NF1332
 NF1332.Superseded values are not recommended for survey control.
 NF1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1332.See file dsdata.txt to determine how the superseded data were derived.
 NF1332
 NF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2110538735(NAD 83)
 NF1332_MARKER: DS = TRIANGULATION STATION DISK
 NF1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1332+STABILITY: SURFACE MOTION
 NF1332
 NF1332  HISTORY     - Date     Condition        Report By
 NF1332  HISTORY     - 1970     MONUMENTED       NGS
 NF1332  HISTORY     - 1976     GOOD             NGS
 NF1332
 NF1332                          STATION DESCRIPTION
 NF1332
 NF1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1332'DUE TO A POWER LINE HAVING BEEN CONSTRUCTED OVER CLARK 1932, A
 NF1332'REFERENCE MARK 3 WAS
 NF1332'ESTABLISHED, OCCUPIED, AND A TRAVERSE CONNECTION WAS
 NF1332'MADE.  FOLLOWING IS A NEW
 NF1332'DESCRIPTION-
 NF1332'
 NF1332'STATION IS LOCATED ABOUT 12-1/2 MILES EAST-NORTHEAST OF LANSING,
 NF1332'9 MILES
 NF1332'SOUTH-SOUTHEAST OF LAINGSBURG, AND 5-1/2 MILES EAST-NORTHEAST
 NF1332'OF HASLETT ON LAND OWNED
 NF1332'BY MR. R.O. HUSKINS.  MR. HUSKINS LIVES AT
 NF1332'5664 SCHOOL STREET, HASLETT, MICHIGAN AND
 NF1332'HIS PHONE NUMBER IS (517)
 NF1332'339-2198.
 NF1332'
 NF1332'TO REACH THE STATION FROM THE POST OFFICE IN HASLETT, GO EAST ON
 NF1332'HASLETT ROAD FOR
 NF1332'5.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, ON
 NF1332'LOUNSBURY ROAD AND GO 1.8 MILES TO
 NF1332'A CROSSROAD.  TURN RIGHT AND GO EAST
 NF1332'ON BARRY ROAD FOR 0.15 MILE TO A GRAVELED DRIVEWAY ON
 NF1332'THE RIGHT.  TURN
 NF1332'RIGHT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 100 FEET TO THE STATION
 NF1332'ON THE LEFT.
 NF1332'
 NF1332'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARK 1932
 NF1332'NO 3 1970, IS SET
 NF1332'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1332'THAT IS FLUSH WITH THE GROUND
 NF1332'SURFACE.  IT IS 98.5 FEET NORTHWEST
 NF1332'OF A POWER LINE POLE WITH TRANSFORMER, 93.5 FEET
 NF1332'SOUTHWEST OF A POWER
 NF1332'LINE POLE, AND 21 FEET EAST OF THE CENTER OF A GRAVELED DRIVEWAY.
 NF1332'
 NF1332'STATION CLARK 1932, A STANDARD DISK STAMPED CLARK 1932, IS SET IN
 NF1332'THE TOP OF A
 NF1332'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'GROUND SURFACE.  IT IS 84.7
 NF1332'FEET NORTH OF THE TRANSFORMER POLE, 82.5
 NF1332'FEET EAST OF THE CENTER OF THE GRAVELED
 NF1332'DRIVEWAY, AND 64.3 FEET SOUTH
 NF1332'OF THE POWER LINE POLE.  THE UNDERGROUND MARK IS SET IN
 NF1332'THE TOP OF AN
 NF1332'IRREGULAR MASS OF CONCRETE.
 NF1332'
 NF1332'REFERENCE MARK 1, A STANDARD DISK STAMPED CLARK NO 1 1932, IS SET
 NF1332'IN THE TOP OF A
 NF1332'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'GROUND SURFACE.  IT IS 34 FEET
 NF1332'SOUTH OF THE CENTER OF BARRY ROAD, 16
 NF1332'FEET SOUTHEAST OF A 24-INCH TREE, AND 2 FEET
 NF1332'SOUTH OF AN EAST-WEST
 NF1332'FENCE LINE.  THE DISTANCE AND DIRECTION TO THIS MARK WAS NOT
 NF1332'MEASURED FROM
 NF1332'CLARK 1932 RM 3 DUE TO TREES AND THE SLOPE OF THE RIDGE BETWEEN
 NF1332'THE TWO MARKS.
 NF1332'
 NF1332'REFERENCE MARK 2, A STANDARD DISK STAMPED CLARK NO 2 1932, IS SET
 NF1332'IN THE TOP OF A
 NF1332'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 NF1332'ABOVE THE GROUND SURFACE.  IT IS
 NF1332'32 FEET SOUTH OT THE CENTER OF BARRY
 NF1332'ROAD, 13 FEET EAST OF THE CENTER OF THE DRIVEWAY,
 NF1332'AND 3 FEET EAST OF
 NF1332'A METAL WITNESS POST.
 NF1332'
 NF1332'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED CLARK
 NF1332'1932 AZIMUTH, IS
 NF1332'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1332'THAT PROJECTS 6 INCHES ABOVE THE
 NF1332'GROUND SURFACE.  IT IS 33 FEET
 NF1332'SOUTH OF BARRY ROAD AND 2 FEET SOUTH OF AN
 NF1332'EAST-WEST FENCE LINE.
 NF1332'
 NF1332'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON BARRY ROAD
 NF1332'FOR 0.2 MILE TO
 NF1332'THE MARK ON THE RIGHT.
 NF1332'
 NF1332'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 NF1332
 NF1332                          STATION RECOVERY (1976)
 NF1332
 NF1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1332'THE STATION MARK, REFERENCE MARKS 1 AND 2, CLARK 1932, AND THE
 NF1332'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 NF1332'NOT OBSERVED UPON AT THIS TIME BECAUSE OF TREES ON LINE.  THE
 NF1332'DIRECTION TO THE MARKS COMPARED FAVORABLY WITH THE 1970 DATA.  A
 NF1332'LONGER DISTANCE OF 0.006 METER TO CLARK 1932 WAS NOTED AND
 NF1332'VERIFIED.  NO MEASUREMENT WAS MADE TO RM 1 BECAUSE OF TERRAIN.
 NF1332'BRUSH ON LINE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 NF1332'
 NF1332'THE STATION IS LOCATED ABOUT 12-1/2 MILES EAST-NORTHEAST OF LANSING,
 NF1332'9 MILES SOUTH-SOUTHEAST OF LAINGSBURG, 5-1/2 MILES EAST-NORTHEAST
 NF1332'OF HASLETT, 4 MILES SOUTH OF SHAFTSBURG, IN THE NE 1/4 OF SEC 2, T
 NF1332'4 N, R 1 E, ON PROPERTY OWNED BY MR. RICHARD HUCKINS WHO LIVES JUST
 NF1332'SOUTH OF THE STATION.  PHONE NUMBER 655-3777.
 NF1332'
 NF1332'TO REACH THE STATION FROM THE POST OFFICE IN HASLETT, GO EAST ON
 NF1332'HASLETT ROAD FOR 5.35 MILES TO A SIDE ROAD LEFT.  (LOUNSBURY ROAD).
 NF1332'TURN LEFT AND GO NORTH ON LOUNSBURY ROAD FOR 1.7 MILES TO A
 NF1332'CROSSROAD.  (BARRY ROAD).  TURN RIGHT AND GO EAST ON BARRY ROAD
 NF1332'FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT.  (TO REACH THE AZIMUTH
 NF1332'MARK CONTINUE AHEAD ON BARRY ROAD FOR 0.2 MILE TO THE MARK ON
 NF1332'THE RIGHT) TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR ABOUT 100
 NF1332'FEET TO THE STATION ON THE LEFT.
 NF1332'
 NF1332'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED CLARK
 NF1332'1932 NO 3 1970, SET IN THE TOP OF A 12-INCH DIAMETER CYLINDRICAL
 NF1332'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF GROUND.  IT IS
 NF1332'99 FEET NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER, AND 22
 NF1332'FEET EAST OF CENTER OF THE DRIVEWAY.
 NF1332'
 NF1332'CLARK 1932 IS A STANDARD DISK STAMPED CLARK 1932, SET IN THE TOP OF
 NF1332'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF
 NF1332'THE GROUND.  IT IS 83 FEET EAST OF CENTER OF THE DRIVEWAY, 64 FEET
 NF1332'SOUTH OF A POWER LINE POLE, AND 6 FEET NORTHEAST OF A 3 INCH
 NF1332'DIAMETER PINE TREE.
 NF1332'
 NF1332'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLARK NO 1 1932, SET IN
 NF1332'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'SURFACE OF THE GROUND.  IT IS 2 FEET SOUTH OF A EAST-WEST
 NF1332'FENCELINE, AND 34 FEET SOUTH OF CENTER OF BARRY ROAD.
 NF1332'
 NF1332'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLARK NO 2 1932, SET IN
 NF1332'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1332'SURFACE OF THE GROUND.  IT IS 36 FEET SOUTH OF CENTER OF BARRY
 NF1332'ROAD, 12 FEET EAST OF CENTER OF THE DRIVEWAY, 3 FEET EAST OF A
 NF1332'METAL WITNESS POST, AND 0.5 FEET SOUTH OF A EAST-WEST
 NF1332'FENCELINE.
 NF1332'
 NF1332'AZIMUTH MARK IS A STANDARD REFERENCE MARK STAMPED CLARK 1932
 NF1332'AZIMUTH, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1332'THAT PROJECTS 6 INCHES.  IT IS 33 FEET SOUTH OF CENTER OF BARRY
 NF1332'ROAD, AND 2 FEET SOUTH OF A EAST-WEST FENCELINE.
 NF1332'
 NF1332'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH OF
 NF1332'SHAFTSBURG.
 NF1332'
 NF1332'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1291 ***********************************************************************
 NE1291  DESIGNATION -  CLARKSTON
 NE1291  PID         -  NE1291
 NE1291  STATE/COUNTY-  MI/OAKLAND
 NE1291  USGS QUAD   -  CLARKSTON (1983)
 NE1291
 NE1291                         *CURRENT SURVEY CONTROL
 NE1291  ___________________________________________________________________
 NE1291* NAD 83(1994)-  42 44 02.42105(N)    083 22 47.16043(W)     ADJUSTED  
 NE1291* NAVD 88     -       323.     (meters)    1060.     (feet)  SCALED    
 NE1291  ___________________________________________________________________
 NE1291  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 NE1291  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NE1291
 NE1291  HORZ ORDER  -  FIRST
 NE1291
 NE1291.The horizontal coordinates were established by classical geodetic methods
 NE1291.and adjusted by the National Geodetic Survey in February 1997..
 NE1291
 NE1291.The orthometric height was scaled from a topographic map.
 NE1291
 NE1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1291
 NE1291.The geoid height was determined by GEOID03.
 NE1291
 NE1291;                    North         East     Units Scale Factor Converg.
 NE1291;SPC MI S     -   137,543.580 4,080,809.930   MT  0.99991034   +0 40 17.8
 NE1291;SPC MI S     -   451,258.46 13,388,484.02   iFT  0.99991034   +0 40 17.8
 NE1291;UTM  17      - 4,734,023.503   305,189.998   MT  1.00006692   -1 36 55.5
 NE1291
 NE1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1291!SPC MI S     -   0.99995473  x   0.99991034  =   0.99986507
 NE1291!UTM  17      -   0.99995473  x   1.00006692  =   1.00002164
 NE1291
 NE1291|---------------------------------------------------------------------|
 NE1291| PID    Reference Object                     Distance      Geod. Az  |
 NE1291|                                                           dddmmss.s |
 NE1291| NE1292 TT 29 C USGS 1943                    38.368 METERS 04438     |
 NE1291| CH0901 CLARKSTON AZ MK                                    0904335.6 |
 NE1291| CH0902 CLARKSTON RM 1                       51.697 METERS 15120     |
 NE1291|---------------------------------------------------------------------|
 NE1291
 NE1291                          SUPERSEDED SURVEY CONTROL
 NE1291
 NE1291  NAD 83(1986)-  42 44 02.42250(N)    083 22 47.19222(W) AD(       ) 1
 NE1291  NAD 27      -  42 44 02.31100(N)    083 22 47.40700(W) AD(       ) 1
 NE1291
 NE1291.Superseded values are not recommended for survey control.
 NE1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1291.See file dsdata.txt to determine how the superseded data were derived.
 NE1291
 NE1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0519034024(NAD 83)
 NE1291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1291
 NE1291  HISTORY     - Date     Condition        Report By
 NE1291  HISTORY     - 1943     MONUMENTED       CGS
 NE1291  HISTORY     - 1980     MARK NOT FOUND   MIDH
 NE1291
 NE1291                          STATION DESCRIPTION
 NE1291
 NE1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1291'STATION IS LOCATED ABOUT 2 MILES E OF THE VILLAGE OF CLARKSTON AND
 NE1291'STATE HIGHWAY 15, ON LAND
 NE1291'OWNED BY JOSEPH MCCONACHIE.  THE MARK IS SET IN
 NE1291'THE NW ANGLE OF THE
 NE1291'INTERSECTION OF WALDON AND SASHABAW ROADS.
 NE1291'IT IS 132 FEET N OF THE CENTER LINE OF
 NE1291'WALDON ROAD (GRAVEL) AND
 NE1291'54 FEET W OF THE CENTER LINE OF SASHABAW ROAD (CONCRETE).
 NE1291'THE MARK
 NE1291'IS ON THE HIGHEST GROUND IN THE GRASSY LOT AND IS ABOUT 14
 NE1291'INCHES BELOW THE
 NE1291'SURFACE OF THE GROUND.  STAMPED CLARKSTON
 NE1291'1943.
 NE1291'
 NE1291'SURFACE, UNDERGROUND, REFERENCE MARK 1 AND AZIMUTH MARK ARE
 NE1291'BRONZE DISKS SET
 NE1291'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 NE1291'11A.
 NE1291'
 NE1291'REFERENCE MARK 1 IS 169.61 FEET SE OF THE STATION.  IT IS
 NE1291'35 FEET SE OF THE
 NE1291'CENTER LINE OF THE INTERSECTION OF WALDON AND
 NE1291'SASHABAW ROADS.  STAMPED CLARKSTON
 NE1291'NO 1 1943.
 NE1291'
 NE1291'TT 29 C (USGS) 1935 WAS USED AS REFERENCE MARK 2.  THIS
 NE1291'MARK IS A STANDARD
 NE1291'U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET
 NE1291'IN A 6- BY 6-INCH CONCRETE POST.  IT
 NE1291'IS 125.88 FEET NE OF THE
 NE1291'STATION, 37.5 FEET E OF THE CENTER LINE OF SASHABAW
 NE1291'ROAD AND
 NE1291'1.4 FEET W OF A N-S FENCE.  STAMPED TT 29 C 1935.  1,048 FEET
 NE1291'ABOVE SEA LEVEL.
 NE1291'
 NE1291'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE E OF THE STATION.
 NE1291'IT IS ON A ROAD
 NE1291'BANK, 51 FEET N OF THE CENTER LINE OF WALDON
 NE1291'ROAD, 22 FEET N OF A FENCE CORNER,
 NE1291'1.4 FEET N OF A REFERENCE
 NE1291'POST, 1.4 FEET W OF A N-S FENCE.  THE DISK IS STAMPED
 NE1291'CLARKSTON
 NE1291'1943.
 NE1291'
 NE1291'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN CLARKSTON,
 NE1291'GO S ON STATE
 NE1291'HIGHWAY 15, FOR 0.2 MILE, TURN LEFT ON WALDON ROAD
 NE1291'(GRAVEL) AND GO 2.3 MILES TO ITS
 NE1291'INTERSECTION WITH SASHABAW ROAD*
 NE1291'AND THE STATION ON THE LEFT AS DESCRIBED.
 NE1291'
 NE1291'*TO REACH THE AZIMUTH MARK FROM THIS INTERSECTION GO E ON
 NE1291'WALDON ROAD FOR
 NE1291'0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NE1291'
 NE1291'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1291
 NE1291                          STATION RECOVERY (1980)
 NE1291
 NE1291'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1291'COULD NOT LOCATE STATION, AZIMUTH MARK OR REFERENCE MARKS.  STATION
 NE1291'SHOULD BE CONSIDERED LOST DUE TO EXTENSIVE EARTHWORK AT THE I 75 AND
 NE1291'SASHABAW ROAD INTERCHANGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0581 ***********************************************************************
 QM0581  DESIGNATION -  CLASH
 QM0581  PID         -  QM0581
 QM0581  STATE/COUNTY-  MI/DICKINSON
 QM0581  USGS QUAD   -  RANDVILLE (1982)
 QM0581
 QM0581                         *CURRENT SURVEY CONTROL
 QM0581  ___________________________________________________________________
 QM0581* NAD 83(1994)-  45 57 27.86536(N)    088 06 12.36797(W)     ADJUSTED  
 QM0581* NAVD 88     -       447.     (meters)    1467.     (feet)  SCALED    
 QM0581  ___________________________________________________________________
 QM0581  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 QM0581  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 QM0581
 QM0581  HORZ ORDER  -  FIRST
 QM0581
 QM0581.The horizontal coordinates were established by classical geodetic methods
 QM0581.and adjusted by the National Geodetic Survey in February 1997..
 QM0581
 QM0581.The orthometric height was scaled from a topographic map.
 QM0581
 QM0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0581
 QM0581.The geoid height was determined by GEOID03.
 QM0581
 QM0581;                    North         East     Units Scale Factor Converg.
 QM0581;SPC MI N     -   131,123.797 7,914,468.876   MT  0.99991909   -0 47 51.2
 QM0581;SPC MI N     -   430,196.18 25,966,105.24   iFT  0.99991909   -0 47 51.2
 QM0581;SPC WI N     -    89,678.077   747,004.922   MT  0.99995203   +1 22 05.3
 QM0581;SPC WI N     -   294,218.82  2,450,798.65   sFT  0.99995203   +1 22 05.3
 QM0581;UTM  16      - 5,089,944.070   414,493.578   MT  0.99968988   -0 47 35.6
 QM0581
 QM0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0581!SPC MI N     -   0.99993522  x   0.99991909  =   0.99985431
 QM0581!SPC WI N     -   0.99993522  x   0.99995203  =   0.99988725
 QM0581!UTM  16      -   0.99993522  x   0.99968988  =   0.99962512
 QM0581
 QM0581|---------------------------------------------------------------------|
 QM0581| PID    Reference Object                     Distance      Geod. Az  |
 QM0581|                                                           dddmmss.s |
 QM0581| CI7823 CLASH RM 1                           16.432 METERS 09558     |
 QM0581| QM0586 IRON MTN ST POLICE RADIO MAST       APPROX.15.9 KM 1630619.4 |
 QM0581| QM0587 IRON MTN W AND M POWER CO MAST      APPROX.14.0 KM 1730226.7 |
 QM0581| QM0589 IRON MTN PINE MTN ROTATING BCN      APPROX.13.7 KM 1750628.6 |
 QM0581| CI7824 CLASH RM 2                           18.010 METERS 21457     |
 QM0581| RL1555 COLONY                              APPROX.15.6 KM 3343230.6 |
 QM0581|---------------------------------------------------------------------|
 QM0581
 QM0581                          SUPERSEDED SURVEY CONTROL
 QM0581
 QM0581  NAD 83(1994)-  45 57 27.86373(N)    088 06 12.36473(W) AD(       ) 1
 QM0581  NAD 83(1986)-  45 57 27.86514(N)    088 06 12.36303(W) AD(       ) 1
 QM0581  NAD 27      -  45 57 28.03300(N)    088 06 11.89200(W) AD(       ) 1
 QM0581
 QM0581.Superseded values are not recommended for survey control.
 QM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0581.See file dsdata.txt to determine how the superseded data were derived.
 QM0581
 QM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1449489944(NAD 83)
 QM0581_MARKER: DS = TRIANGULATION STATION DISK
 QM0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0581_STAMPING: CLASH 1954
 QM0581_MARK LOGO: CGS   
 QM0581_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QM0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QM0581+STABILITY: SURFACE MOTION
 QM0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0581+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1995
 QM0581
 QM0581  HISTORY     - Date     Condition        Report By
 QM0581  HISTORY     - 1954     MONUMENTED       CGS
 QM0581  HISTORY     - 19950311 GOOD             MIDT
 QM0581
 QM0581                          STATION DESCRIPTION
 QM0581
 QM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0581'STATION IS LOCATED ABOUT 10 MILES NORTH NORTHWEST OF IRON
 QM0581'MOUNTAIN AND 8 MILES NORTHEAST OF FLORENCE NEAR THE SOUTH END
 QM0581'OF THE HIGHEST TIMBERED RIDGE IN THE VICINITY.  STATION IS
 QM0581'27 FEET SOUTHWEST OF A TRIANGLE BLAZED POPLAR TREE AND 5 FEET
 QM0581'NORTHWEST OF WITNESS POST.  THE MARK PROJECTS ABOUT 5 INCHES
 QM0581'AND THE DISK IS STAMPED CLASH 1954.
 QM0581'
 QM0581'REFERENCE MARK NO. 1 IS 30 FEET EAST OF TRIANGLE BLAZED POPLAR
 QM0581'TREE.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED
 QM0581'CLASH NO 1 1954.
 QM0581'
 QM0581'REFERENCE MARK NO. 2 IS 7 FEET NORTHWEST OF CLEARED ROAD.  THE
 QM0581'MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED CLASH NO
 QM0581'2 1954.
 QM0581'
 QM0581'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 95 IN
 QM0581'RANDVILLE, A SMALL VILLAGE ABOUT 12 MILES NORTH OF IRON MOUNTAIN,
 QM0581'GO WEST ON GRAVEL ROAD CROSSING RAIL ROAD TRACKS FOR 0.05 MILE
 QM0581'TO FORKS.  KEEP LEFT FORK ON GRAVEL ROAD FOR 0.45 MILE TO FORKS.
 QM0581'KEEP LEFT FORK AND GO SOUTHERLY FOR 2.8 MILES TO A SIDE ROAD
 QM0581'RIGHT.  TURN RIGHT AND GO WEST ON GRAVEL ROAD FOR 2.6 MILES
 QM0581'TO A SMALL CLEARING AND TWO TRIANGLE BLAZED TREES ON RIGHT.
 QM0581'FROM HERE PACK EAST THROUGH TIMBER FOR ABOUT 1/4 MILE TO TOP
 QM0581'OF HILL AND STATION AS DESCRIBED.
 QM0581'
 QM0581'NO AVAILABLE LOCATION FOR A V.G. AZIMUTH MARK.
 QM0581'
 QM0581'A 4 WHEEL DRIVE WITH WINCH CAN BE DRIVEN TO STATION BY FOLLOWING
 QM0581'CLEARED ROAD.
 QM0581'
 QM0581'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 QM0581
 QM0581                          STATION RECOVERY (1995)
 QM0581
 QM0581'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 QM0581'NOTE-STATION RECOVERED WITH THE AIDE OF A GARMIN GPS45 RECEIVER.  IT
 QM0581'WAS REPORTED BY A TIMBER CRUSIER THAT THEY PLAN TO CUT THIS AREA IN
 QM0581'THE FUTURE THE STAION IS LOCATED IN QUAD 450881.  ABOUT 16.1 KM (10.00
 QM0581'MI) NORTH-NORTHEAST OF IRON MOUNTAIN, MICHIGAN, ABOUT 12.9 KM (8.00
 QM0581'MI) NORTHEAST OF FLORENCE, WICONSIN, NEAR THE SOUTH END OF THE HIGHEST
 QM0581'TIMBERED RIDGE IN THE VICINITY.  IN THE SOUTHWAST 1/4 OF SECTION 7,
 QM0581'T-41-N, R-30-W, SAGOLA TOWNSHIP.  PROPERTY OWNER-KEWEENAW LAND
 QM0581'ASSOCIATION LTD, 117 WEST GENESSE STREET, IRON RIVER, MICHIGAN 49935,
 QM0581'PHONE (906) 265-4400 TO REACH FROM THE NORTH JUNCTION OF US HIGHWAYS
 QM0581'2/141 AND STATE HIGHWAY M-95 AT THE NORTH SIDE OF IRON MOUNTAIN FOLLOW
 QM0581'STATE HIGHWAY M-95 NORTH FOR 7.9 KM (4.90 MI) TO A PAVED ROAD LEFT
 QM0581'(SWANSON ROAD) , TURN LEFT (WEST) FOR 1.87 KM (1.15 MI) TO A 3 WAY
 QM0581'INTERSECTION, TURN LEFT CROSSING RAILROAD TRACK TO ANOTHER 3 WAY
 QM0581'INTERSECTION (BASS LAKE RD-CO RD 607) , TURN RIGHT (NORTH) ON COUNTY
 QM0581'ROAD 607 FOR 1.87 KM (1.15 MI) TO A ROAD LEFT (PEAVY FALLS RD) , TURN
 QM0581'LEFT (WEST) FOR 1.89 KM (1.15 MI) TO THE END OF PAVEMENT, CONTINUE
 QM0581'ALONG GRAVEL ROAD (UNDER CONSTRUCTION 1995) FOR 2.3 KM (1.40 MI) TO A
 QM0581'SMALL CLEARING ON THE LEFT AND THE RIGHT.  THIS IS THE END OF TRUCK
 QM0581'TRAVEL.  FROM HERE PACK OR ATV NORTHEASTERLY THRU TIMBER 0.4 KM (0.25
 QM0581'MI) MORE OR LESS TO THE TOP OF THE HILL AND A DIM LOGGING ROAD.
 QM0581'FOLLOW DIM ROAD NORTHEAST APPROX.  90 M (295.3 FT) MORE OR LESS TO THE
 QM0581'STATION STATION 0.0 M (0.0 FT) EAST OF A CARSONITE WITNESS POST ON THE
 QM0581'RIGHT SIDE OF A DIM LOGGING ROAD.  NO OTHER PROMINENT REFERENCE MARKS
 QM0581'EXIST EXCEPT FOR RM 1 AND RM 2 WHICH WERE RECOVERED IN GOOD CONDITION
 QM0581'AND WITNESSED BY CARSONITE WITNESS POSTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0234 ***********************************************************************
 RJ0234  DESIGNATION -  CLAY
 RJ0234  PID         -  RJ0234
 RJ0234  STATE/COUNTY-  MI/CHIPPEWA
 RJ0234  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0234
 RJ0234                         *CURRENT SURVEY CONTROL
 RJ0234  ___________________________________________________________________
 RJ0234* NAD 83(1986)-  46 29 04.     (N)    084 17 44.     (W)     SCALED    
 RJ0234* NAVD 88     -       177.416  (meters)     582.07   (feet)  ADJUSTED  
 RJ0234  ___________________________________________________________________
 RJ0234  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0234  DYNAMIC HT  -         177.425 (meters)     582.10  (feet)  COMP
 RJ0234  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RJ0234
 RJ0234  VERT ORDER  -  FIRST     CLASS I
 RJ0234
 RJ0234.The horizontal coordinates were scaled from a topographic map and have
 RJ0234.an estimated accuracy of +/- 6 seconds.
 RJ0234
 RJ0234.The orthometric height was determined by differential leveling
 RJ0234.and adjusted by the National Geodetic Survey in June 1991..
 RJ0234
 RJ0234.The geoid height was determined by GEOID03.
 RJ0234
 RJ0234.The dynamic height is computed by dividing the NAVD 88
 RJ0234.geopotential number by the normal gravity value computed on the
 RJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0234.degrees latitude (g = 980.6199 gals.).
 RJ0234
 RJ0234.The modeled gravity was interpolated from observed gravity values.
 RJ0234
 RJ0234;                    North         East    Units  Estimated Accuracy
 RJ0234;SPC MI N     -   192,610.    8,207,600.      MT  (+/- 180 meters Scaled)
 RJ0234
 RJ0234                          SUPERSEDED SURVEY CONTROL
 RJ0234
 RJ0234  NGVD 29 (??/??/92)  177.43   (m)          582.1    (f) COMPUTED    1 1
 RJ0234
 RJ0234.Superseded values are not recommended for survey control.
 RJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0234.See file dsdata.txt to determine how the superseded data were derived.
 RJ0234
 RJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS075514(NAD 83)
 RJ0234_MARKER: Z = SEE DESCRIPTION
 RJ0234_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0234+WITH SETTING: INTO GROUND
 RJ0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0234+STABILITY: SURFACE MOTION
 RJ0234
 RJ0234  HISTORY     - Date     Condition        Report By
 RJ0234  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0234  HISTORY     - 1969     GOOD             USLS
 RJ0234  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0234  HISTORY     - 20041111 MARK NOT FOUND   INDIV
 RJ0234
 RJ0234                          STATION DESCRIPTION
 RJ0234
 RJ0234'DESCRIBED BY US LAKE SURVEY 1969
 RJ0234'AT SUGAR ISLAND.
 RJ0234'CLAY IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, ON SOUTH
 RJ0234'SIDE OF ROAD, ABOUT 265 FEET EASTERLY OF FERRY DOCK, 119.1 FEET
 RJ0234'SOUTH OF SECOND UTILITY POLE FROM DOCK, 45.5 FEET WEST OF
 RJ0234'TRIANGULAR BLAZE IN A 5-INCH TREE IN A GROUP OF 9 TREES, 37.6
 RJ0234'FEET NORTH OF A TRIANGULAR BLAZE IN A TREE IN A GROUP OF 6
 RJ0234'TREES, 1.1 FEET SOUTHWEST OF A YELLOW POST, 1-FOOT BELOW THE
 RJ0234'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0234'COPPER-COATED STEEL ROD, 64 FEET LONG.
 RJ0234
 RJ0234                          STATION RECOVERY (1983)
 RJ0234
 RJ0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0234'NOT RECOVERED, POSSIBLY IN A SWAMPY AREA AND UNDER WATER.
 RJ0234
 RJ0234                          STATION RECOVERY (2004)
 RJ0234
 RJ0234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ0234'MARK NOT FOUND.  UTILITY POLE MENTIONED AS WITNESS IS GONE.  FOUND
 RJ0234'GROUP OF NINE TREES IDENTIFIED AS WITNESSES--DID NOT LOCATE TRIANGULAR
 RJ0234'BLAZE.  GROUP OF SIX TREES IDENTIFIED AS WITNESSES NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5442 ***********************************************************************
 AH5442  DESIGNATION -  CLAY
 AH5442  PID         -  AH5442
 AH5442  STATE/COUNTY-  MI/CHIPPEWA
 AH5442  USGS QUAD   -  GOETZVILLE (1976)
 AH5442
 AH5442                         *CURRENT SURVEY CONTROL
 AH5442  ___________________________________________________________________
 AH5442* NAD 83(1994)-  46 02 41.12558(N)    084 00 06.09122(W)     ADJUSTED  
 AH5442* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5442  ___________________________________________________________________
 AH5442  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AH5442  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 AH5442
 AH5442  HORZ ORDER  -  THIRD
 AH5442
 AH5442.The horizontal coordinates were established by classical geodetic methods
 AH5442.and adjusted by the National Geodetic Survey in November 1998..
 AH5442
 AH5442.The orthometric height was scaled from a topographic map.
 AH5442
 AH5442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5442
 AH5442.The geoid height was determined by GEOID03.
 AH5442
 AH5442;                    North         East     Units Scale Factor Converg.
 AH5442;SPC MI N     -   144,587.707 8,231,995.649   MT  0.99991161   +2 10 01.7
 AH5442;SPC MI N     -   474,369.12 27,007,859.74   iFT  0.99991161   +2 10 01.7
 AH5442;UTM  16      - 5,103,391.746   731,974.921   MT  1.00026158   +2 09 33.8
 AH5442;UTM  17      - 5,103,401.623   267,763.271   MT  1.00026307   -2 09 42.6
 AH5442
 AH5442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5442!SPC MI N     -   0.99997783  x   0.99991161  =   0.99988944
 AH5442!UTM  16      -   0.99997783  x   1.00026158  =   1.00023940
 AH5442!UTM  17      -   0.99997783  x   1.00026307  =   1.00024089
 AH5442
 AH5442                          SUPERSEDED SURVEY CONTROL
 AH5442
 AH5442.No superseded survey control is available for this station.
 AH5442
 AH5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3197503392(NAD 83)
 AH5442_MARKER: DD = SURVEY DISK
 AH5442_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5442+WITH SETTING: PAVEMENT
 AH5442_PROJECTION: FLUSH
 AH5442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5442+STABILITY: SURFACE MOTION
 AH5442
 AH5442  HISTORY     - Date     Condition        Report By
 AH5442  HISTORY     - 1988     MONUMENTED       NOS
 AH5442
 AH5442                          STATION DESCRIPTION
 AH5442
 AH5442'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5442'THE STATION IS LOCATED ALONG THE WESTERLY SHORELINE OF THE ST MARYS
 AH5442'RIVER, SOUTHEAST OF RABER, MICHIGAN, DUE SOUTH OF LIME ISLAND AND
 AH5442'NORTH-NORTHWEST OF MAUD BAY.
 AH5442'TO REACH THE STATION FROM RABER, GO BY BOAT SOUTHEAST TO THE SECOND
 AH5442'PROMINENT POINT OF LAND APPROXIMATELY 4.2 MILES FROM RABER.
 AH5442'THE STATION IS A STANDARD NOS DISK STAMPED---CLAY 1988---,SET INTO A
 AH5442'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 9.0 METERS (29.5 FEET)
 AH5442'ENE OF STATION USLS 215, 6.8 METERS (22.3 FEET) WEST FROM THE
 AH5442'SHORELINE, AND 7.0 METERS (23 FEET) EAST FROM THE TREE LINE.
 AH5442'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5442'DESCRIBED BY C M SAUNDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0515 ***********************************************************************
 OL0515  DESIGNATION -  CLAYBANK
 OL0515  PID         -  OL0515
 OL0515  STATE/COUNTY-  MI/OCEANA
 OL0515  USGS QUAD   -  
 OL0515
 OL0515                         *CURRENT SURVEY CONTROL
 OL0515  ___________________________________________________________________
 OL0515* NAD 83(1994)-  43 30 21.14445(N)    086 28 18.76569(W)     ADJUSTED  
 OL0515* NAVD 88     -       256.4    (meters)     841.     (feet)  GPS OBS   
 OL0515  ___________________________________________________________________
 OL0515  X           -     285,144.662 (meters)                     COMP
 OL0515  Y           -  -4,624,822.305 (meters)                     COMP
 OL0515  Z           -   4,368,588.079 (meters)                     COMP
 OL0515  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 OL0515  ELLIP HEIGHT-         222.23  (meters)          (07/17/02) GPS OBS
 OL0515  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OL0515
 OL0515  HORZ ORDER  -  FIRST
 OL0515  ELLP ORDER  -  FOURTH    CLASS I
 OL0515
 OL0515.The horizontal coordinates were established by classical geodetic methods
 OL0515.and adjusted by the National Geodetic Survey in February 1997..
 OL0515
 OL0515.The orthometric height was determined by GPS observations and a
 OL0515.high-resolution geoid model.
 OL0515
 OL0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0515
 OL0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0515
 OL0515.The ellipsoidal height was determined by GPS observations
 OL0515.and is referenced to NAD 83.
 OL0515
 OL0515.The geoid height was determined by GEOID03.
 OL0515
 OL0515;                    North         East     Units Scale Factor Converg.
 OL0515;SPC MI S     -   224,942.310 3,829,777.496   MT  0.99996557   -1 25 57.6
 OL0515;SPC MI S     -   737,999.70 12,564,886.80   iFT  0.99996557   -1 25 57.6
 OL0515;UTM  16      - 4,817,129.129   542,691.452   MT  0.99962242   +0 21 48.9
 OL0515
 OL0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0515!SPC MI S     -   0.99996515  x   0.99996557  =   0.99993072
 OL0515!UTM  16      -   0.99996515  x   0.99962242  =   0.99958759
 OL0515
 OL0515|---------------------------------------------------------------------|
 OL0515| PID    Reference Object                     Distance      Geod. Az  |
 OL0515|                                                           dddmmss.s |
 OL0515| OL0516 TT 1 TEX USGS 1932                  301.222 METERS 00317     |
 OL0515| CH0904 CLAYBANK RM 1                                      11353     |
 OL0515| CH0903 CLAYBANK AZ MK                                     1313459.9 |
 OL0515| CH0905 CLAYBANK RM 2                        24.424 METERS 26131     |
 OL0515|---------------------------------------------------------------------|
 OL0515
 OL0515                          SUPERSEDED SURVEY CONTROL
 OL0515
 OL0515  ELLIP H (02/03/97)  222.35   (m)                       GP(       ) 4 1
 OL0515  NAD 83(1986)-  43 30 21.14866(N)    086 28 18.77574(W) AD(       ) 1
 OL0515  NAD 27      -  43 30 21.12300(N)    086 28 18.50300(W) AD(       ) 1
 OL0515
 OL0515.Superseded values are not recommended for survey control.
 OL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0515.See file dsdata.txt to determine how the superseded data were derived.
 OL0515
 OL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4269117129(NAD 83)
 OL0515_MARKER: DS = TRIANGULATION STATION DISK
 OL0515_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OL0515_SP_SET: PREFAB CONC. POST IN EARTH
 OL0515_STAMPING: CLAYBANK 1932
 OL0515_MARK LOGO: CGS   
 OL0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0515+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 OL0515
 OL0515  HISTORY     - Date     Condition        Report By
 OL0515  HISTORY     - 1932     MONUMENTED       CGS
 OL0515  HISTORY     - 1932     GOOD             CGS
 OL0515  HISTORY     - 1959     GOOD             CGS
 OL0515  HISTORY     - 1965     GOOD             USLS
 OL0515  HISTORY     - 1968     GOOD             CGS
 OL0515  HISTORY     - 1973     GOOD             USLS
 OL0515  HISTORY     - 1980     GOOD             MIDH
 OL0515  HISTORY     - 19910513 GOOD             NOS
 OL0515  HISTORY     - 20011015 MARK NOT FOUND   USPSQD
 OL0515  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0515
 OL0515                          STATION DESCRIPTION
 OL0515
 OL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0515'ABOUT 8 MILES NORTHWEST
 OL0515'OF WHITEHALL, 2
 OL0515'MILES SOUTHWEST OF CLAYBANK TOWN HALL, IN SW1/4 SEC. 21, T. 13 N.,
 OL0515'R. 18 W., CLAYBANK TOWNSHIP, ON
 OL0515'LAND OWNED BY MR. OOSTERHAUS OF GRAND HAVEN,
 OL0515'ABOUT 300 YARDS NORTHWEST OF OOSTERHAUS HOME, 200
 OL0515'YARDS WEST OF ROAD, 100
 OL0515'YARDS NORTH OF OLD ORCHARD, 200 YARDS EAST OF LAKE MICHIGAN, AND ON
 OL0515'TOP OF PROMINENT HILL IN OPEN
 OL0515'PASTURE.  TO REACH FROM TRAFFIC LIGHT AT MONTAGUE, FOLLOW
 OL0515'ROUTE M-99 NORTHWEST 3.3 MILES
 OL0515'TO MACADAM T-ROAD, TURN NORTH WITH ROUTE
 OL0515'M-99, CONTINUE 6.5 MILES TO CROSSROADS AT
 OL0515'SCHOOLHOUSE, TURN WEST AT GRAVEL ROAD,
 OL0515'GO 1.0 MILE TO CLAYBANK TOWN HALL, PROCEED SOUTH 0.5 MILE ON
 OL0515'GRAVEL ROAD, PROCEED WEST 1.65
 OL0515'MILES ON SAND ROAD TO T-ROAD, PROCEED SOUTH 0.3 MILE TO GATE LEADING
 OL0515'TO MR. OOSTERHAUS HOUSE WEST
 OL0515'OF ROAD (BARN ON EAST SIDE OF ROAD) GO THROUGH GATE,
 OL0515'AND CONTINUE WEST 150 YARDS ON WAGON ROAD
 OL0515'AND NORTH UP VALLEY TO STATION SITE.
 OL0515'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 OL0515'MARKS IN CONCRETE.
 OL0515'THE UPPER MARK PROJECTS 6 INCHES.   REFERENCE AND
 OL0515'AZIMUTH MARKS ARE
 OL0515'STANDARD REFERENCE DISKS IN CONCRETE, PROJECTING 6 INCHES.
 OL0515'NO. 1 IS ON EAST SLOPE OF
 OL0515'HILL, AND 78.69 FEET FROM STATION S 66 DEG 07 MIN E.  NO. 2
 OL0515'IS ON WEST SLOPE OF HILL, AND 80.13
 OL0515'FEET FROM STATION S 81 DEG 31 MIN W.  AZIMUTH MARK
 OL0515'IS 78.3 FEET SOUTH OF SOUTHWEST CORNER OF STONE
 OL0515'FOUNDATION UNDER BARN (ON EAST
 OL0515'SIDE OF ROAD), 1 FOOT WEST OF FENCE, 2 FEET SOUTH OF FIRST POST
 OL0515'SOUTH OF JOG IN FENCE, AND
 OL0515'APPROXIMATELY 0.25 MILE FROM STATION S 48 DET 25 MIN E.
 OL0515'TRANSIT TRAVERSE STATION
 OL0515'NO. 1 TEX. (U.S.G.S.) IS 301.221 METERS (988.26/FROM STATION
 OL0515'S 18 DEG 18 MIN E.
 OL0515'STONE MONUMENT WITH TRIANGLE AND LETTERS U. S.
 OL0515'CHISELED ON TOP WAS FOUND LYING ON GROUND 50.00 FEET
 OL0515'FROM STATION S 84 DEG 00 MIN E.
 OL0515
 OL0515                          STATION RECOVERY (1932)
 OL0515
 OL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0515'RECOVERED IN GOOD CONDITION.
 OL0515
 OL0515                          STATION RECOVERY (1959)
 OL0515
 OL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 OL0515'STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 OL0515
 OL0515                          STATION RECOVERY (1965)
 OL0515
 OL0515'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0515'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND
 OL0515'IN GOOD CONDITION.
 OL0515'
 OL0515'THE SURFACE MARK IS A STANDARD BRONZE DISC SET IN TOP OF 10 SEC
 OL0515'SQUARE CONCRETE
 OL0515'MONUMENT ABOUT 2 SEC ABOVE THE GROUND SURFACE, SUB-SURFACE
 OL0515'MARK BEING A STANDARD BRONZE DISC
 OL0515'SET IN 12 SEC SQUARE CONCRETE MONUMENT
 OL0515'ABOUT 3 MIN BELOW THE GROUND SURFACE.  TO REACH THE
 OL0515'STATION FROM MONTAGUE
 OL0515'AT INTERSECTION OF WATER AND DOWLING STREETS, GO NORTH 5.4 MILES ON
 OL0515'US 31 TO BLACK TOP
 OL0515'ROAD TO W, ONE MILE S OF ROTHBURY, AT SIGN TO CAMP CLAYBANKS,
 OL0515'PROCEED WEST 3.55 MILES ON
 OL0515'BLACK TOP ROAD TO WHERE IT BECOMES
 OL0515'GRAVEL, CONTINUE W 2.45 MILES TO SHARP TURN
 OL0515'TO N, PROCEED 0.8 MILE TO
 OL0515'DRIVE INTO YARD OF WHITE HOUSE ON WEST SIDE OF ROAD (AN OLD
 OL0515'BARN ON THE SIDE OF
 OL0515'ROAD), GO WEST 450 FEET PAST HOUSE AND THEN NORTH UP VALLEY BETWEEN
 OL0515'2 CLUMPS OF EVERGREEN
 OL0515'TREES TO TOP OF PROMINENT HILL IN OPEN PASTURE AND
 OL0515'VICINITY OF STATION, ON FIRST HILL
 OL0515'SOUTHWEST OF ENTRANCE TO CAMP
 OL0515'CLAYBANKS, IN SW 1/4 SEC 21, T. 13 N., R. 18 W
 OL0515'CLAYBANK TOWNSHIP.
 OL0515'
 OL0515'REFERENCE MARK NO. 1 IS ON E SLOPE OF HILL 70.73 FEET (SLOPE) FROM THE
 OL0515'STATION, BEING A
 OL0515'STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE
 OL0515'MONUMENT FLUSH WITH THE GROUND
 OL0515'SURFACE.
 OL0515'
 OL0515'REFERENCE MARK NO 2 IS ON W SLOPE OF HILL 80.17 FEET (SLOPE DIST)
 OL0515'FROM THE STATION,
 OL0515'BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE
 OL0515'CONCRETE MONUMENT ABOUT FLUSH WITH
 OL0515'THE GROUND SURFACE.
 OL0515'
 OL0515'THE AZIMUTH MARK IS ABOUT 0.25 MILE SE OF STATION, 78.3 S OF SW
 OL0515'CORNER OF OLD BARN
 OL0515'(ON EAST SIDE OF ROAD), 23 FEET E OF CENTERLINE OF
 OL0515'GRAVEL ROAD, 6 FEET W OF FENCE, BEING
 OL0515'A STANDARD BRONZE DISC SET IN TOP OF
 OL0515'10 INCH SQUARE CONCRETE MONUMENT ABOUT FLUSH WITH GROUND
 OL0515'SURFACE.
 OL0515
 OL0515                          STATION RECOVERY (1968)
 OL0515
 OL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LNE)
 OL0515'THIS STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 OL0515'IN GOOD CONDITION AS REPORTED BY LEO N. EBERT, MICHIGAN STATE
 OL0515'HIGHWAY DEPARTMENT.
 OL0515'
 OL0515'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHWEST
 OL0515'OF WHITEHALL, 2 MILES SOUTHWEST OF CLAYBANK TOWN HALL, AND IN THE
 OL0515'SW 1/4-1/2 OF SEC 21, T 13 N, R 18 W.
 OL0515
 OL0515                          STATION RECOVERY (1973)
 OL0515
 OL0515'RECOVERY NOTE BY US LAKE SURVEY 1973
 OL0515'RECOVERED AS DESCRIBED-
 OL0515'
 OL0515'CHECKED DISTANCE TO- R.M. 1 EQUALS 70.76 FT.
 OL0515'
 OL0515'R.M. 2 EQUALS 80.13 FT.
 OL0515'
 OL0515'SET STANDARD WITNESS POST 22.3 FEET NORTHWEST OF STATION.  AZIMUTH
 OL0515'MARK DESTROYED BY COUNTY HIGHWAY
 OL0515'DEPARTMENT - RECONSTRUCTION PROJECT.  FOUND MONUMENT LAYING IN DITCH.
 OL0515
 OL0515                          STATION RECOVERY (1980)
 OL0515
 OL0515'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 OL0515'THE STATION AND REFERNCE MARKS 1 AND 2 WERE FOUND AND IN GOOD
 OL0515'CONDITION AS DESCRIBED.
 OL0515'
 OL0515'THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE AREA IN THE
 OL0515'LOCATION OF THE AZIMUTH HAS BEEN CLEARED OF BRUSH AND THE FENCE IN
 OL0515'THE DESCRIPTION AND COULD HAVE BEEN DESTROYED.
 OL0515'
 OL0515'OWNER IS NOW TERRY TIMM.
 OL0515
 OL0515                          STATION RECOVERY (1991)
 OL0515
 OL0515'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 OL0515'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF STONY LAKE ON THE
 OL0515'HIGHEST DUNE IN THE AREA OVERLOOKING LAKE MICHIGAN.  PROPERTY IS
 OL0515'OWNED BY DR. TERRY TIMM, PHONE NO. (313) 429-5033. LOCAL MANAGEMENT
 OL0515'IS BY JIM SCHILLER AT SHELBY, PHONE NO.(616)861-4192.
 OL0515'TO REACH FROM THE STONY LAKE GENERAL STORE, GO SOUTH ON STONY LAKE RD
 OL0515'0.5 MILE TO INTERSECTION.  BEAR RIGHT, AND GO SOUTH ON SCENIC DRIVE
 OL0515'(ALSO CTY RD B15) 1.8 MILES TO TOWNSHIP PARK ON RIGHT. CONTINUE AHEAD
 OL0515'(SOUTH) 1.9 MILES TO HIGHEST PART OF ROAD. PARK AND PACK WEST 0.2
 OL0515'MILE TO HIGHEST DUNE IN AREA AND STATION.
 OL0515'STATION IS A STANDARD CGS TRIANGULATION DISK STAMPED CLAYBANK 1932 SET
 OL0515'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 0.05 M (0.16 FT) . IT IS
 OL0515'14.8 M (48.56 FT) WEST OF LONE CEDAR, 8.1 M (26.57 FT) SOUTHEAST OF
 OL0515'SOUTHEAST OF 3 CEDARS, 7.5 M (24.61 FT)  NORTH-NORTHWEST OF NORTHWEST
 OL0515'EDGE OF A CLUMP OF LOW CEDARS, AND 8.5 M (27.89 FT) NORTHEAST OF
 OL0515'CENTERLINE OF PATH.
 OL0515'DESCRIBED BY PBW
 OL0515
 OL0515                          STATION RECOVERY (2001)
 OL0515
 OL0515'RECOVERY NOTE BY US POWER SQUADRON 2001 (CVA)
 OL0515'MARK NOT FOUND.
 OL0515
 OL0515                          STATION RECOVERY (2004)
 OL0515
 OL0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0191 ***********************************************************************
 NE0191  DESIGNATION -  CLEAN
 NE0191  PID         -  NE0191
 NE0191  STATE/COUNTY-  MI/MACOMB
 NE0191  USGS QUAD   -  NEW HAVEN (1983)
 NE0191
 NE0191                         *CURRENT SURVEY CONTROL
 NE0191  ___________________________________________________________________
 NE0191* NAD 83(1986)-  42 37 57.     (N)    082 49 19.     (W)     SCALED    
 NE0191* NAVD 88     -       176.113  (meters)     577.80   (feet)  ADJUSTED  
 NE0191  ___________________________________________________________________
 NE0191  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE0191  DYNAMIC HT  -         176.063 (meters)     577.63  (feet)  COMP
 NE0191  MODELED GRAV-     980,333.1   (mgal)                       NAVD 88
 NE0191
 NE0191  VERT ORDER  -  FIRST     CLASS 0
 NE0191
 NE0191.The horizontal coordinates were scaled from a topographic map and have
 NE0191.an estimated accuracy of +/- 6 seconds.
 NE0191
 NE0191.The orthometric height was determined by differential leveling
 NE0191.and adjusted by the National Geodetic Survey in June 1991..
 NE0191.WARNING-Repeat measurements at this control monument indicate possible
 NE0191.vertical movement.
 NE0191
 NE0191.The geoid height was determined by GEOID03.
 NE0191
 NE0191.The dynamic height is computed by dividing the NAVD 88
 NE0191.geopotential number by the normal gravity value computed on the
 NE0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0191.degrees latitude (g = 980.6199 gals.).
 NE0191
 NE0191.The modeled gravity was interpolated from observed gravity values.
 NE0191
 NE0191;                    North         East    Units  Estimated Accuracy
 NE0191;SPC MI S     -   126,960.    4,126,690.      MT  (+/- 180 meters Scaled)
 NE0191
 NE0191                          SUPERSEDED SURVEY CONTROL
 NE0191
 NE0191  NGVD 29 (??/??/??)  176.245  (m)          578.23   (f) ADJUSTED    1 0
 NE0191
 NE0191.Superseded values are not recommended for survey control.
 NE0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0191.See file dsdata.txt to determine how the superseded data were derived.
 NE0191
 NE0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH506216(NAD 83)
 NE0191_MARKER: B = BOLT
 NE0191_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0191+WITH SETTING: PAVEMENT
 NE0191_SP_SET: SIGN FOUNDATION
 NE0191_MARK LOGO: USLS  
 NE0191_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0191+STABILITY: SURFACE MOTION
 NE0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0191+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 NE0191
 NE0191  HISTORY     - Date     Condition        Report By
 NE0191  HISTORY     - 1970     MONUMENTED       USLS
 NE0191  HISTORY     - 1970     GOOD             USLS
 NE0191  HISTORY     - 1980     GOOD             NGS
 NE0191  HISTORY     - 19900120 GOOD             USPSQD
 NE0191  HISTORY     - 19940515 GOOD             LOCENG
 NE0191  HISTORY     - 19990712 GOOD             USPSQD
 NE0191  HISTORY     - 20030802 GOOD             USPSQD
 NE0191  HISTORY     - 20050501 GOOD             USGSNP
 NE0191  HISTORY     - 20060707 GOOD             SPALD
 NE0191
 NE0191                          STATION DESCRIPTION
 NE0191
 NE0191'DESCRIBED BY US LAKE SURVEY 1970
 NE0191'0.2 MI N FROM SELFRIDGE AFB.
 NE0191'CLEAN IS IN MACOMB COUNTY, MICHGAN, 0.2 MILE NORTHERLY OF SELFRIDGE
 NE0191'AIR FORCE BASE ENTRANCE GATE, 99.3 FEET NORTHEAST OF A UTILITY
 NE0191'POLE, 88.2 FEET SOUTHWEST OF A UTILITY POLE, 56 FEET SOUTHEAST
 NE0191'OF CENTERLINE OF JEFFERSON AVENUE, 26.6 FEET NORTH OF NORTH
 NE0191'CORNER OF BUILDING HOUSING 45200 JEFFERSON AVENUE, 0.8 FEET
 NE0191'NORTHEAST OF SOUTHWEST EDGE AND 0.8 FEET SOUTHEAST OF NORTHWEST
 NE0191'EDGE OF A 3-FOOT SQUARE CONCRETE SIGN FOUNDATION, 1/2-FOOT
 NE0191'ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS CUT IN TOP OF
 NE0191'1/2-INCH DIAMETER BOLT SET INTO THE TOP OF THE WEST CORNER OF
 NE0191'THE SIGN FOUNDATION.  NOTE-- BM 1970.
 NE0191
 NE0191                          STATION RECOVERY (1980)
 NE0191
 NE0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0191'IN ANCHOR BAY SHORES, AT SCHNEIDERS CLEANERS AND LUND BOATS CHRYSLER
 NE0191'SALES AND SERVICE, 43500 JEFFERSON AVENUE, 0.1 KILOMETER (0.2 MILE)
 NE0191'NORTH OF THE JEFFERSSON AVENUE ENTRANCE TO SULFRIDGE AIR FORCE BASE
 NE0191'IN HARRISON TOWNSHIP, THIS MARK IN THE WEST ONE OF FOUR 1/2 INCH
 NE0191'STEEL BOLTS MARKED WITH AN X IN THE TOP OF THE 2 1/2 BY 2/1/2
 NE0191'CONCRETE FOUNDATION SUPPORTING A 4-INCH METAL POLE WITH A SIGN
 NE0191'SCHNEIDERS CLEANERS, 15.84 METERS (52.0 FEET) NORTHWEST OF THE
 NE0191'NORTH CORNER OF A CHAIN LINK FENCE AROUND THE REAR OF THE BUILDING,
 NE0191'14.0 METERS (45.9 FEET) SOUTHEAST OF THE NORTHEAST BOUND LANE OF
 NE0191'JEFFERSON AVENUE, 8.1 METERS (26.7 FEET) NORTH OF THE NORTH CORNER
 NE0191'OF THE BUILDING.
 NE0191
 NE0191                          STATION RECOVERY (1990)
 NE0191
 NE0191'RECOVERY NOTE BY US POWER SQUADRON 1990 (DDH)
 NE0191'RECOVERED IN GOOD CONDITION.
 NE0191
 NE0191                          STATION RECOVERY (1994)
 NE0191
 NE0191'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0191'RECOVERED AS DESCRIBED.
 NE0191
 NE0191                          STATION RECOVERY (1999)
 NE0191
 NE0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0191'RECOVERED IN GOOD CONDITION.
 NE0191
 NE0191                          STATION RECOVERY (2003)
 NE0191
 NE0191'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0191'RECOVERED IN GOOD CONDITION.
 NE0191
 NE0191                          STATION RECOVERY (2005)
 NE0191
 NE0191'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2005 (BL)
 NE0191'ADDRESSES SHOWN IN PREVIOUS ENTRIES ARE INCORRECT.
 NE0191'ACTUAL ADDRESS IS 42500 JEFFERSON AVE.
 NE0191'BUSINESS NAME IS NOW SELFRIDGE SPORT AND TACKLE.
 NE0191'CURRENT OWNER CONFIRMS THAT BUILDING PREVIOUSLY HELD CLEANERS NOTED IN
 NE0191'PAST ENTRIES.
 NE0191
 NE0191                          STATION RECOVERY (2006)
 NE0191
 NE0191'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0191'THE MARK, BOLT WITH X ON TOP IS BENT.
 NE0191'SCHNEIDERS SIGN IS GONE, THE POLE REMAINS.
 NE0191'STATE PLANE COORDINATES (MDOT CORS)
 NE0191'N 416509.87
 NE0191'E 13539063.61
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0632 ***********************************************************************
 RK0632  DESIGNATION -  CLEAR
 RK0632  PID         -  RK0632
 RK0632  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0632  USGS QUAD   -  
 RK0632
 RK0632                         *CURRENT SURVEY CONTROL
 RK0632  ___________________________________________________________________
 RK0632* NAD 83(1994)-  46 14 44.40386(N)    086 24 32.25236(W)     ADJUSTED  
 RK0632* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 RK0632  ___________________________________________________________________
 RK0632  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 RK0632  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RK0632
 RK0632  HORZ ORDER  -  SECOND
 RK0632
 RK0632.The horizontal coordinates were established by classical geodetic methods
 RK0632.and adjusted by the National Geodetic Survey in February 1997..
 RK0632
 RK0632.The orthometric height was scaled from a topographic map.
 RK0632
 RK0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0632
 RK0632.The geoid height was determined by GEOID03.
 RK0632
 RK0632;                    North         East     Units Scale Factor Converg.
 RK0632;SPC MI N     -   162,699.568 8,045,576.099   MT  0.99990307   +0 25 37.9
 RK0632;SPC MI N     -   533,791.23 26,396,247.04   iFT  0.99990307   +0 25 37.9
 RK0632;UTM  16      - 5,121,513.200   545,562.673   MT  0.99962552   +0 25 36.9
 RK0632
 RK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0632!SPC MI N     -   0.99996707  x   0.99990307  =   0.99987015
 RK0632!UTM  16      -   0.99996707  x   0.99962552  =   0.99959260
 RK0632
 RK0632:                Primary Azimuth Mark                     Grid Az
 RK0632:SPC MI N     -  CREIGHTON                                091 52 55.1
 RK0632:UTM  16      -  CREIGHTON                                091 52 56.1
 RK0632
 RK0632|---------------------------------------------------------------------|
 RK0632| PID    Reference Object                     Distance      Geod. Az  |
 RK0632|                                                           dddmmss.s |
 RK0632| RK0624 CREIGHTON                           APPROX.12.8 KM 0921833.0 |
 RK0632| CH1005 CLEAR RM 1                           26.187 METERS 18612     |
 RK0632| CH1006 CLEAR RM 2                           33.403 METERS 28616     |
 RK0632|---------------------------------------------------------------------|
 RK0632
 RK0632                          SUPERSEDED SURVEY CONTROL
 RK0632
 RK0632  NAD 83(1986)-  46 14 44.39796(N)    086 24 32.24849(W) AD(       ) 2
 RK0632  NAD 27      -  46 14 44.53368(N)    086 24 31.68845(W) AD(       ) 2
 RK0632
 RK0632.Superseded values are not recommended for survey control.
 RK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0632.See file dsdata.txt to determine how the superseded data were derived.
 RK0632
 RK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4556321513(NAD 83)
 RK0632_MARKER: DS = TRIANGULATION STATION DISK
 RK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0632_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0632
 RK0632  HISTORY     - Date     Condition        Report By
 RK0632  HISTORY     - 1965     MONUMENTED       CGS
 RK0632
 RK0632                          STATION DESCRIPTION
 RK0632
 RK0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0632'STATION IS ABOUT 8 MILES SOUTHEAST OF SHINGLETON, 5 MILES NORTHEAST
 RK0632'OF STEUBEN, IN SECTION 34, T45N, R17W, 0.3 MILE EAST OF CLEAR LAKE,
 RK0632'AND ON PROPERTY OF THE HIAWATHA NATIONAL FOREST.
 RK0632'
 RK0632'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0632'SHINGLETON, GO SOUTHERLY ON HIGHWAY 94 FOR 3.6 MILES TO A BRIDGE
 RK0632'OVER THE NORTH BRANCH, STUTTS CREEK.  CONTINUE SOUTHERLY FOR 0.8
 RK0632'MILE TO A GRAVEL ROAD (CLEAR LAKE ROAD).  TURN LEFT, GO EAST ON
 RK0632'GRAVEL ROAD FOR 1.55 MILES TO A FORK.  KEEP LEFT ON MAIN TRAVELED
 RK0632'ROAD (SOUTHERLY) FOR 3.4 MILES TO A CROSSROADS WITH A SIGN (CLEAR
 RK0632'LAKE ORGANIZATION CAMP, HIAWATHA NATIONAL FOREST) AND THE STATION
 RK0632'ON THE LEFT, IN THE SOUTHEAST ANGLE OF THE CROSSROADS.
 RK0632'
 RK0632'STATION MARKS ARE STANDARD DISKS STAMPED CLEAR 1965.  THE SURFACE
 RK0632'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES FROM
 RK0632'THE SURFACE OF THE GROUND.  IT IS 4.5 FEET SOUTHEAST OF A METAL
 RK0632'WITNESS POST, 65 FEET SOUTH OF THE CENTER OF THE CROSSROADS, AND
 RK0632'13 FEET EAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND DISK IS
 RK0632'SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE SURFACE
 RK0632'OF THE GROUND.
 RK0632'
 RK0632'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CLEAR NO 1 1965, IS SET
 RK0632'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES FROM THE
 RK0632'SURFACE OF THE GROUND.  IT IS 19 FEET EAST OF THE CENTER OF A TRACK
 RK0632'ROAD, 6 FEET NORTHWEST OF A 10 INCH PINE TREE, AND 12 FEET
 RK0632'SOUTHEAST OF AN 8 INCH BIRCH TREE.
 RK0632'
 RK0632'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CLEAR NO 2 1965, IS SET
 RK0632'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES FROM THE
 RK0632'SURFACE OF THE GROUND.  IT IS 86 FEET WEST OF THE CENTER OF THE
 RK0632'CROSSROADS, AND 19 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD.
 RK0632'
 RK0632'NO AZIMUTH MARK WAS SET DUE TO HEAVY VEGETATION IN THE AREA.
 RK0632'
 RK0632'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1097 ***********************************************************************
 OJ1097  DESIGNATION -  CLEMPORT
 OJ1097  PID         -  OJ1097
 OJ1097  STATE/COUNTY-  MI/BAY
 OJ1097  USGS QUAD   -  BAY CITY (1973)
 OJ1097
 OJ1097                         *CURRENT SURVEY CONTROL
 OJ1097  ___________________________________________________________________
 OJ1097* NAD 83(1994)-  43 32 51.65864(N)    083 53 42.86981(W)     ADJUSTED  
 OJ1097* NAVD 88     -       177.2    (meters)     581.     (feet)  GPS OBS   
 OJ1097  ___________________________________________________________________
 OJ1097  X           -     492,421.944 (meters)                     COMP
 OJ1097  Y           -  -4,604,089.311 (meters)                     COMP
 OJ1097  Z           -   4,371,901.410 (meters)                     COMP
 OJ1097  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 OJ1097  ELLIP HEIGHT-         142.73  (meters)          (07/12/02) GPS OBS
 OJ1097  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OJ1097
 OJ1097  HORZ ORDER  -  FIRST
 OJ1097  ELLP ORDER  -  FOURTH    CLASS II
 OJ1097
 OJ1097.This mark is at James Clement Municipal Airport (3CM)
 OJ1097
 OJ1097.The horizontal coordinates were established by GPS observations
 OJ1097.and adjusted by the National Geodetic Survey in September 1995..
 OJ1097
 OJ1097.The orthometric height was determined by GPS observations and a
 OJ1097.high-resolution geoid model.
 OJ1097
 OJ1097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1097
 OJ1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1097
 OJ1097.The ellipsoidal height was determined by GPS observations
 OJ1097.and is referenced to NAD 83.
 OJ1097
 OJ1097.The geoid height was determined by GEOID03.
 OJ1097
 OJ1097;                    North         East     Units Scale Factor Converg.
 OJ1097;SPC MI S     -   227,565.702 4,038,096.076   MT  0.99997376   +0 19 14.9
 OJ1097;SPC MI S     -   746,606.63 13,248,346.71   iFT  0.99997376   +0 19 14.9
 OJ1097;UTM  17      - 4,825,710.009   266,115.227   MT  1.00027291   -1 59 44.2
 OJ1097
 OJ1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1097!SPC MI S     -   0.99997762  x   0.99997376  =   0.99995138
 OJ1097!UTM  17      -   0.99997762  x   1.00027291  =   1.00025052
 OJ1097
 OJ1097:                Primary Azimuth Mark                     Grid Az
 OJ1097:SPC MI S     -  CLEMPORT AZ MK                           223 27 13.6
 OJ1097:UTM  17      -  CLEMPORT AZ MK                           225 46 12.7
 OJ1097
 OJ1097|---------------------------------------------------------------------|
 OJ1097| PID    Reference Object                     Distance      Geod. Az  |
 OJ1097|                                                           dddmmss.s |
 OJ1097| OJ1098 CLEMPORT AZ MK                      APPROX. 0.5 KM 2234628.5 |
 OJ1097|---------------------------------------------------------------------|
 OJ1097
 OJ1097                          SUPERSEDED SURVEY CONTROL
 OJ1097
 OJ1097  ELLIP H (09/20/95)  142.73   (m)                       GP(       ) 1 2
 OJ1097  NAD 83(1986)-  43 32 51.65029(N)    083 53 42.90616(W) AD(       ) 1
 OJ1097  NAD 83(1986)-  43 32 51.65127(N)    083 53 42.90371(W) AD(       ) 3
 OJ1097  NGVD 29 (03/27/91)  177.7    (m)          583.     (f) GPS OBS        
 OJ1097
 OJ1097.Superseded values are not recommended for survey control.
 OJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1097.See file dsdata.txt to determine how the superseded data were derived.
 OJ1097
 OJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6611525710(NAD 83)
 OJ1097_MARKER: I = METAL ROD
 OJ1097_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1097_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1097_STAMPING: CLEMPORT 1989
 OJ1097_MARK LOGO: NGS   
 OJ1097_PROJECTION: RECESSED 1 CENTIMETERS
 OJ1097_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1097+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OJ1097_ROD/PIPE-DEPTH: 9.8  meters
 OJ1097_SLEEVE-DEPTH  : 1 meters
 OJ1097
 OJ1097  HISTORY     - Date     Condition        Report By
 OJ1097  HISTORY     - 1989     MONUMENTED       NGS
 OJ1097  HISTORY     - 19940512 GOOD             NGS
 OJ1097  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ1097  HISTORY     - 20020625 GOOD             LOCENG
 OJ1097  HISTORY     - 20040511 GOOD             INDIV
 OJ1097  HISTORY     - 20040530 GOOD             WADTRI
 OJ1097
 OJ1097                          STATION DESCRIPTION
 OJ1097
 OJ1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1097'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF BAY CITY, AT
 OJ1097'THE BAY CITY JAMES CLEMENTS MEMORIAL AIRPORT, IN THE WEST ANGLE OF THE
 OJ1097'JUNCTION OF RUNWAYS 05-23 AND 18-36.  OWNERSHIP---BAY CITY, C/O
 OJ1097'AIRPORT MANAGER DOUG DODGE, 614 SOUTH RIVER ROAD, BAY CITY MI 48708.
 OJ1097'PHONE IS (517) 895-8991, (517) 893-0801 OR HOME (517) 893-5884.
 OJ1097'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 84 IN
 OJ1097'SOUTHWEST BAY CITY, GO SOUTHERLY FOR 3.6 KM (2.25 MI) ON HIGHWAY 13 TO
 OJ1097'A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 30 METERS ON THE
 OJ1097'AIRPORT ENTRANCE DRIVE TO THE AIRPORT PARKING AREA.  TURN LEFT AND GO
 OJ1097'SOUTHEAST FOR 60 METERS, PASSING TO THE LEFT OF THE AIRPORT OFFICE,
 OJ1097'ACROSS THE PARKING AREA TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT
 OJ1097'AND GO SOUTHWEST FOR 70 METERS ON THE PAVED ROAD PASSING THROUGH THE
 OJ1097'GATE AND BETWEEN TWO HANGARS TO THE APRON.  TURN RIGHT AND GO
 OJ1097'NORTHWEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A CONNECTING
 OJ1097'TAXIWAY TO RUNWAY 05-23.  TURN LEFT AND GO SOUTHWEST FOR 0.2 KM
 OJ1097'(0.10 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST THE
 OJ1097'JUNCTION OF RUNWAY 18-36.
 OJ1097'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1097'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 OJ1097'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1097'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1097'LOCATED 14.1 M (46.3 FT) NORTHWEST FROM THE NORTHWEST EDGE OF RUNWAY
 OJ1097'05-23, 10.9 M (35.8 FT) WEST FROM THE WEST EDGE OF RUNWAY 18-36 AND
 OJ1097'9.4 M (30.8 FT) WEST-SOUTHWEST FROM A RUNWAY LIGHT.
 OJ1097'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1097'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1097
 OJ1097                          STATION RECOVERY (1994)
 OJ1097
 OJ1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ1097'NOTE--DO NOT GO TO STATION WITHOUT THE EXPRESS PERMISSION OF THE
 OJ1097'AIRPORT MANAGER.  NO ESCORT REQUIRED.  NO PLACE TO PARK AT STATION
 OJ1097'WHEN WET.  STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTH OF BAY CITY,
 OJ1097'AT THE JAMES CLEMENTS MUNICIPAL AIRPORT, IN THE WEST ANGLE OF THE
 OJ1097'JUNCTION OF RUNWAYS 5-23 AND 18-36.  OWNERSHIP--CITY OF BAY CITY.
 OJ1097'AIRPORT MANAGER IS DOUG DODGE, PHONE 517-895-8991.  TO REACH FROM THE
 OJ1097'JUNCTION OF STATE HIGHWAYS 13 SOUTH AND 84 IN THE SOUTHWEST SECTION OF
 OJ1097'BAY CITY, GO SOUTH ON HIGHWAY 13 (BROADWAY STREET) FOR 3.6 KM (2.25
 OJ1097'MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, THEN LEFT
 OJ1097'THROUGH PARKING AREA FOR 0.08 KM (0.05 MI) TO A GATE.  PASS THROUGH
 OJ1097'GATE, THEN TURN RIGHT, WEST, BETWEEN HANGARS, ON PAVEMENT FOR 0.09 KM
 OJ1097'(0.05 MI) TO A TAXI AT HANGARS.  TURN RIGHT, NORTH, ON TAXI, THEN
 OJ1097'APRON FOR 0.15 KM (0.10 MI) TO THE PARALLEL TAXI FOR RUNWAY 5-23.
 OJ1097'TURN LEFT, SOUTHWEST, ON TAXI FOR 0.21 KM (0.15 MI) TO RUNWAY 18-36.
 OJ1097'TURN RIGHT, NORTH, ON RUNWAY, CROSSING RUNWAY 5-23 TO THE STATION ON
 OJ1097'THE LEFT.  ACCESS COVER IS RECESSED 1 CM BELOW GROUND. STATION IS 11.0
 OJ1097'M (36.1 FT) WEST OF THE RUNWAY EDGE, 30.6 M (100.4 FT) NORTHWEST OF
 OJ1097'THE CENTER OF RUNWAY 5-23, 9.4 M (30.8 FT) WEST-SOUTHWEST OF A RUNWAY
 OJ1097'LIGHT, AND 21.8 M (71.5 FT) NORTH-NORTHEAST OF A RUNWAY LIGHT.
 OJ1097'DESCRIBED BY G.R.  HEID.
 OJ1097
 OJ1097                          STATION RECOVERY (1997)
 OJ1097
 OJ1097'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1097'MARK NOT FOUND.
 OJ1097
 OJ1097                          STATION RECOVERY (2002)
 OJ1097
 OJ1097'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 OJ1097'RECOVERED AS DESCRIBED.
 OJ1097
 OJ1097                          STATION RECOVERY (2004)
 OJ1097
 OJ1097'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OJ1097'RECOVERED IN GOOD CONDITION.
 OJ1097
 OJ1097                          STATION RECOVERY (2004)
 OJ1097
 OJ1097'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OJ1097'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1098 ***********************************************************************
 OJ1098  DESIGNATION -  CLEMPORT AZ MK
 OJ1098  PID         -  OJ1098
 OJ1098  STATE/COUNTY-  MI/BAY
 OJ1098  USGS QUAD   -  BAY CITY (1973)
 OJ1098
 OJ1098                         *CURRENT SURVEY CONTROL
 OJ1098  ___________________________________________________________________
 OJ1098* NAD 83(1994)-  43 32 39.06038(N)    083 53 59.46329(W)     ADJUSTED  
 OJ1098* NAVD 88     -       176.7    (meters)     580.     (feet)  GPS OBS   
 OJ1098  ___________________________________________________________________
 OJ1098  X           -     492,080.014 (meters)                     COMP
 OJ1098  Y           -  -4,604,395.206 (meters)                     COMP
 OJ1098  Z           -   4,371,619.532 (meters)                     COMP
 OJ1098  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 OJ1098  ELLIP HEIGHT-         142.65  (meters)          (07/17/02) GPS OBS
 OJ1098  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ1098
 OJ1098  HORZ ORDER  -  FIRST
 OJ1098  ELLP ORDER  -  FOURTH    CLASS I
 OJ1098
 OJ1098.This mark is at James Clement Municipal Airport (3CM)
 OJ1098
 OJ1098.The horizontal coordinates were established by GPS observations
 OJ1098.and adjusted by the National Geodetic Survey in February 1997..
 OJ1098
 OJ1098.The orthometric height was determined by GPS observations and a
 OJ1098.high-resolution geoid model.
 OJ1098
 OJ1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1098
 OJ1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1098
 OJ1098.The ellipsoidal height was determined by GPS observations
 OJ1098.and is referenced to NAD 83.
 OJ1098
 OJ1098.The geoid height was determined by GEOID03.
 OJ1098
 OJ1098;                    North         East     Units Scale Factor Converg.
 OJ1098;SPC MI S     -   227,174.834 4,037,725.756   MT  0.99997306   +0 19 03.7
 OJ1098;SPC MI S     -   745,324.26 13,247,131.75   iFT  0.99997306   +0 19 03.7
 OJ1098;UTM  17      - 4,825,334.316   265,729.296   MT  1.00027514   -1 59 55.2
 OJ1098
 OJ1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1098!SPC MI S     -   0.99997763  x   0.99997306  =   0.99995069
 OJ1098!UTM  17      -   0.99997763  x   1.00027514  =   1.00025276
 OJ1098
 OJ1098:                Primary Azimuth Mark                     Grid Az
 OJ1098:SPC MI S     -  CLEMPORT                                 043 27 13.4
 OJ1098:UTM  17      -  CLEMPORT                                 045 46 12.3
 OJ1098
 OJ1098|---------------------------------------------------------------------|
 OJ1098| PID    Reference Object                     Distance      Geod. Az  |
 OJ1098|                                                           dddmmss.s |
 OJ1098| OJ1097 CLEMPORT                            APPROX. 0.5 KM 0434617.1 |
 OJ1098|---------------------------------------------------------------------|
 OJ1098
 OJ1098                          SUPERSEDED SURVEY CONTROL
 OJ1098
 OJ1098  ELLIP H (02/03/97)  142.66   (m)                       GP(       ) 4 1
 OJ1098  NAD 83(1986)-  43 32 39.05191(N)    083 53 59.49958(W) AD(       ) 1
 OJ1098  NAD 83(1986)-  43 32 39.05289(N)    083 53 59.49714(W) AD(       ) 3
 OJ1098  NGVD 29 (03/27/91)  177.6    (m)          583.     (f) GPS OBS        
 OJ1098
 OJ1098.Superseded values are not recommended for survey control.
 OJ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1098.See file dsdata.txt to determine how the superseded data were derived.
 OJ1098
 OJ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6572925334(NAD 83)
 OJ1098_MARKER: I = METAL ROD
 OJ1098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1098_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1098_STAMPING: CLEMPORT AZ MK 1989
 OJ1098_MARK LOGO: NGS   
 OJ1098_PROJECTION: FLUSH
 OJ1098_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1098+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 OJ1098_ROD/PIPE-DEPTH: 26.5 meters
 OJ1098_SLEEVE-DEPTH  : 1.0 meters
 OJ1098
 OJ1098  HISTORY     - Date     Condition        Report By
 OJ1098  HISTORY     - 1989     MONUMENTED       NGS
 OJ1098  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ1098  HISTORY     - 20020625 GOOD             LOCENG
 OJ1098
 OJ1098                          STATION DESCRIPTION
 OJ1098
 OJ1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1098'THE STATION IS LOCATED ABOUT 6.0 KM (3.75 MI) SOUTH OF BAY CITY, AT
 OJ1098'THE BAY CITY JAMES CLEMENTS MEMORIAL AIRPORT, ALONG THE NORTHWEST EDGE
 OJ1098'AND NEAR THE SOUTHWEST END OF THE RUNWAY.  OWNERSHIP---BAY CITY, C/O
 OJ1098'AIRPORT MANAGER DOUG DODGE, 614 SOUTH RIVER ROAD, BAY CITY MI 48708.
 OJ1098'PHONE IS (517) 895-8991, (517) 893-0801 OR HOME (517) 893-5884.
 OJ1098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND 84 IN
 OJ1098'SOUTHWEST BAY CITY, GO SOUTHERLY FOR 3.6 KM (2.25 MI) ON HIGHWAY 13 TO
 OJ1098'A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 30 METERS ON THE
 OJ1098'AIRPORT ENTRANCE DRIVE TO THE AIRPORT PARKING AREA.  TURN LEFT AND GO
 OJ1098'SOUTHEAST FOR 60 METERS, PASSING TO THE LEFT OF THE AIRPORT OFFICE,
 OJ1098'ACROSS THE PARKING AREA TO A PAVED ROAD AND A GATE.  TURN RIGHT AND GO
 OJ1098'SOUTHWEST FOR 70 METERS, PASSING THROUGH THE GATE AND BETWEEN TWO
 OJ1098'HANGARS, ON THE PAVED ROAD TO THE APRON.  TURN RIGHT AND GO NORTHWEST
 OJ1098'FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON THE CONNECTING TAXIWAY TO
 OJ1098'RUNWAY 05-23.  TURN LEFT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON
 OJ1098'RUNWAY 05-23 TO THE STATION ON THE RIGHT NEAR THE END OF THE RUNWAY.
 OJ1098'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1098'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 26.5 METERS IN A GREASE
 OJ1098'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1098'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1098'22.7 M (74.5 FT) NORTH-NORTHWEST FROM THE CENTER OF THE SOUTHWEST END
 OJ1098'OF RUNWAY 05-23, 18.2 M (59.7 FT) NORTH-NORTHEAST FROM THE SOUTHWEST
 OJ1098'CORNER OF RUNWAY 05-23, 4.7 M (15.4 FT) NORTHWEST FROM THE NORTHWEST
 OJ1098'EDGE OF THE RUNWAY AND 0.7 M (2.3 FT) SOUTHEAST FROM A CARSONITE
 OJ1098'WITNESS POST.
 OJ1098'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1098'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1098
 OJ1098                          STATION RECOVERY (1997)
 OJ1098
 OJ1098'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1098'MARK NOT FOUND.
 OJ1098
 OJ1098                          STATION RECOVERY (2002)
 OJ1098
 OJ1098'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 OJ1098'STATION RECOVERED WITH ADDITIONS TO WITNESSES. MARK IS 1.3 FT BELOW
 OJ1098'GRADE, 25.3 FT NW OF NW EDGE RUNWAY, 34 FT NE OF MOST NW'LY OF THREE
 OJ1098'LIGHTS NEAR NW CORNER OF RUNWAY, 66.65 FT S TO PK NAIL IN CENTERLINE
 OJ1098'RUNWAY, CARSONITE POST GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0449 ***********************************************************************
 QL0449  DESIGNATION -  CLEVELAND CLIFFS USLS 1903
 QL0449  PID         -  QL0449
 QL0449  STATE/COUNTY-  MI/DELTA
 QL0449  USGS QUAD   -  PERKINS (1985)
 QL0449
 QL0449                         *CURRENT SURVEY CONTROL
 QL0449  ___________________________________________________________________
 QL0449* NAD 83(1994)-  45 52 32.35189(N)    087 00 03.40297(W)     ADJUSTED  
 QL0449* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QL0449  ___________________________________________________________________
 QL0449  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 QL0449  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 QL0449
 QL0449  HORZ ORDER  -  SECOND
 QL0449
 QL0449.The horizontal coordinates were established by classical geodetic methods
 QL0449.and adjusted by the National Geodetic Survey in February 1997..
 QL0449
 QL0449.The orthometric height was scaled from a topographic map.
 QL0449
 QL0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0449
 QL0449.The geoid height was determined by GEOID03.
 QL0449
 QL0449;                    North         East     Units Scale Factor Converg.
 QL0449;SPC MI N     -   121,405.240 7,999,926.618   MT  0.99992825   -0 00 02.5
 QL0449;SPC MI N     -   398,311.15 26,246,478.41   iFT  0.99992825   -0 00 02.5
 QL0449;UTM  16      - 5,080,231.873   499,926.642   MT  0.99960000   -0 00 02.4
 QL0449
 QL0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0449!SPC MI N     -   0.99997783  x   0.99992825  =   0.99990608
 QL0449!UTM  16      -   0.99997783  x   0.99960000  =   0.99957783
 QL0449
 QL0449                          SUPERSEDED SURVEY CONTROL
 QL0449
 QL0449  NAD 83(1986)-  45 52 32.34917(N)    087 00 03.40048(W) AD(       ) 2
 QL0449  NAD 27      -  45 52 32.46900(N)    087 00 02.89100(W) AD(       ) 2
 QL0449
 QL0449.Superseded values are not recommended for survey control.
 QL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0449.See file dsdata.txt to determine how the superseded data were derived.
 QL0449
 QL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9992780232(NAD 83)
 QL0449_MARKER: Z = SEE DESCRIPTION
 QL0449_SETTING: 0 = UNSPECIFIED SETTING
 QL0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0449
 QL0449  HISTORY     - Date     Condition        Report By
 QL0449  HISTORY     - 1903     MONUMENTED       USLS
 QL0449  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QL0449
 QL0449                          STATION DESCRIPTION
 QL0449
 QL0449'DESCRIBED BY US LAKE SURVEY 1903
 QL0449'ON
 QL0449'WEST SHORE OF
 QL0449'LITTLE BAY DE NOC, 2 MILES FROM GLADSTONE, ON NARROW GRAVEL POINT
 QL0449'EXTENDING NORTHERLY FROM
 QL0449'CLEVELAND CLIFFS IRON CO.S BLAST FURNACE, 200 FEET FROM
 QL0449'NORTHERLY END OF POINT, 850 FEET FROM MAIN
 QL0449'SHORE OF BAY, 900 FEET NORTHEAST OF
 QL0449'CANAL, AND ABOUT 2,000 FEET NORTHEAST OF BLAST FURNACE.
 QL0449'MARKED BY COPPER BOLT IN
 QL0449'CONCRETE BLOCK 6 BY 6 BY 18 INCHES, TOP FLUSH WITH SURFACE OF GROUND,
 QL0449'AND MARKED U.S. 1903.
 QL0449
 QL0449                          STATION RECOVERY (1952)
 QL0449
 QL0449'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QL0449'THIS MARK WAS SEARCHED FOR BUT WAS NOT FOUND, IT IS BELIEVED
 QL0449'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0547 ***********************************************************************
 RK0547  DESIGNATION -  CLIFF 1955 RM 1
 RK0547  PID         -  RK0547
 RK0547  STATE/COUNTY-  MI/MARQUETTE
 RK0547  USGS QUAD   -  ISHPEMING (1975)
 RK0547
 RK0547                         *CURRENT SURVEY CONTROL
 RK0547  ___________________________________________________________________
 RK0547* NAD 83(1994)-  46 27 00.65833(N)    087 37 48.46637(W)     ADJUSTED  
 RK0547* NAVD 88     -       571.     (meters)    1873.     (feet)  SCALED    
 RK0547  ___________________________________________________________________
 RK0547  LAPLACE CORR-          -7.43  (seconds)                    DEFLEC99
 RK0547  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 RK0547
 RK0547  HORZ ORDER  -  SECOND
 RK0547
 RK0547.The horizontal coordinates were established by classical geodetic methods
 RK0547.and adjusted by the National Geodetic Survey in February 1997..
 RK0547
 RK0547.The orthometric height was scaled from a topographic map.
 RK0547
 RK0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0547
 RK0547.The geoid height was determined by GEOID03.
 RK0547
 RK0547;                    North         East     Units Scale Factor Converg.
 RK0547;SPC MI N     -   185,453.400 7,951,590.477   MT  0.99990697   -0 27 19.6
 RK0547;SPC MI N     -   608,442.91 26,087,895.27   iFT  0.99990697   -0 27 19.6
 RK0547;UTM  16      - 5,144,260.756   451,604.877   MT  0.99962879   -0 27 24.2
 RK0547
 RK0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0547!SPC MI N     -   0.99991579  x   0.99990697  =   0.99982277
 RK0547!UTM  16      -   0.99991579  x   0.99962879  =   0.99954462
 RK0547
 RK0547                          SUPERSEDED SURVEY CONTROL
 RK0547
 RK0547  NAD 83(1986)-  46 27 00.65254(N)    087 37 48.46357(W) AD(       ) 2
 RK0547  NAD 27      -  46 27 00.88057(N)    087 37 47.97309(W) AD(       ) 2
 RK0547
 RK0547.Superseded values are not recommended for survey control.
 RK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0547.See file dsdata.txt to determine how the superseded data were derived.
 RK0547
 RK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5160544261(NAD 83)
 RK0547_MARKER: DS = TRIANGULATION STATION DISK
 RK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0547
 RK0547  HISTORY     - Date     Condition        Report By
 RK0547  HISTORY     - 1955     MONUMENTED       CGS
 RK0547  HISTORY     - 1961     GOOD             CGS
 RK0547
 RK0547                          STATION DESCRIPTION
 RK0547
 RK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0547'THE STATION IS THE CENTER OF THE LOOKOUT TOWER WHICH IS A FOUR LEGGED
 RK0547'SKELETON STRUCTURE ABOUT 90 FEET HIGH WITH AN ENCLOSED METAL CABIN
 RK0547'ON THE TOP.  IT IS IN SECTION 24, T. 47 N., R. 27 W., APPROXIMATELY
 RK0547'4 MILES SOUTH-SOUTHWEST OF NEGAUNEE, 3 MILES SOUTH-SOUTHEAST OF
 RK0547'ISHPEMING AND ON THE SUMMIT OF SUMMIT MOUNTAIN.
 RK0547'
 RK0547'REFERENCE MARK NO. 1, STAMPED CLIFF NO 1 1955, IS A STANDARD DISK SET
 RK0547'IN A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.  IT IS IN THE
 RK0547'APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0547'
 RK0547'A TRAVERSE CONNECTION WAS MADE TO THE MARK (REFERENCE MARK NO. 1) IN
 RK0547'THE APPROXIMATE CENTER OF THE BASE OF THE LOOKOUT TOWER FROM
 RK0547'TRIANGULATION STATION CLIFF.
 RK0547
 RK0547                          STATION RECOVERY (1961)
 RK0547
 RK0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0547'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE RECOVERED AS
 RK0547'DESCRIBED IN THE 1955 DESCRIPTION AND WERE ALL FOUND TO BE IN GOOD
 RK0547'CONDITION.  REFERENCE MARK 2 HAD BEEN PULLED OUT OF THE GROUND AND
 RK0547'WAS DESTROYED.  REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 RK0547'
 RK0547'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 RK0547'
 RK0547'REFERENCE MARK 3, A STANDARD REFERENCE DISK SET IN A DRILL HOLE NEAR
 RK0547'THE NORTHWEST CORNER OF A 2 FOOT SQUARE CONCRETE ANTENNA BASE, THE
 RK0547'ANTENNA HAS BEEN TORN DOWN, THE CONCRETE BASE IS FLUSH WITH THE
 RK0547'GROUND AND THE DISK IS STAMPED CLIFF NO 3 1955.  THE MARK IS 70 FEET
 RK0547'NORTH-NORTHEAST OF CENTER OF MAIN ROAD, 6 FEET SOUTHEAST OF
 RK0547'THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING AND 3
 RK0547'FEET EAST OF THE NORTHEAST CORNER OF ANOTHER CONCRETE BLOCK BUILDING.
 RK0547'
 RK0547'REFERENCE MARK 1 COULD NOT BE CUT IN FROM EITHER THE GROUND OR THE
 RK0547'TOP OF TOWER, A UTILITY POLE HAS BEEN SET ON LINE AND THE POLE IS
 RK0547'LEANING TO THE NORTHEAST.  THE DISTANCE WAS CHECKED BY HOLDING THE
 RK0547'TAPE NEXT TO THE BASE OF THE POLE.
 RK0547'
 RK0547'A CONSIDERABLE AMOUNT OF CLEARING IS NECESSARY TO MAKE THE AZIMUTH
 RK0547'MARK VISIBLE FROM THE GROUND AT THE STATION.
 RK0547'
 RK0547'A 90 FOOT TOWER IS NEEDED TO SEE OVER THE TOP OF LOOKOUT TOWER TO
 RK0547'STATION SKANDIA.
 RK0547'
 RK0547'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0551 ***********************************************************************
 RK0551  DESIGNATION -  CLIFF 2
 RK0551  PID         -  RK0551
 RK0551  STATE/COUNTY-  MI/MARQUETTE
 RK0551  USGS QUAD   -  ISHPEMING (1975)
 RK0551
 RK0551                         *CURRENT SURVEY CONTROL
 RK0551  ___________________________________________________________________
 RK0551* NAD 83(1994)-  46 27 04.78959(N)    087 37 55.32537(W)     ADJUSTED  
 RK0551* NAVD 88     -       570.5    (meters)    1872.     (feet)  VERTCON   
 RK0551  ___________________________________________________________________
 RK0551  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 RK0551  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 RK0551
 RK0551  HORZ ORDER  -  FIRST
 RK0551
 RK0551.The horizontal coordinates were established by classical geodetic methods
 RK0551.and adjusted by the National Geodetic Survey in February 1997..
 RK0551
 RK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0551
 RK0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0551
 RK0551.The geoid height was determined by GEOID03.
 RK0551
 RK0551;                    North         East     Units Scale Factor Converg.
 RK0551;SPC MI N     -   185,582.114 7,951,445.125   MT  0.99990702   -0 27 24.6
 RK0551;SPC MI N     -   608,865.20 26,087,418.39   iFT  0.99990702   -0 27 24.6
 RK0551;UTM  16      - 5,144,389.437   451,459.568   MT  0.99962896   -0 27 29.2
 RK0551
 RK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0551!SPC MI N     -   0.99991587  x   0.99990702  =   0.99982290
 RK0551!UTM  16      -   0.99991587  x   0.99962896  =   0.99954486
 RK0551
 RK0551|---------------------------------------------------------------------|
 RK0551| PID    Reference Object                     Distance      Geod. Az  |
 RK0551|                                                           dddmmss.s |
 RK0551| CJ2357 CLIFF 2 RM 4                          3.359 METERS 23818     |
 RK0551| CJ2356 CLIFF 2 AZ MK                                      3054616.1 |
 RK0551| CJ2358 CLIFF 2 RM 5                          8.801 METERS 33126     |
 RK0551|---------------------------------------------------------------------|
 RK0551
 RK0551                          SUPERSEDED SURVEY CONTROL
 RK0551
 RK0551  NAD 83(1986)-  46 27 04.78368(N)    087 37 55.32166(W) AD(       ) 1
 RK0551  NAD 27      -  46 27 05.00148(N)    087 37 54.84410(W) AD(       ) 1
 RK0551  NGVD 29 (07/19/86)  570.5    (m)         1872.     (f) VERT ANG       
 RK0551
 RK0551.Superseded values are not recommended for survey control.
 RK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0551.See file dsdata.txt to determine how the superseded data were derived.
 RK0551
 RK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5146044389(NAD 83)
 RK0551_MARKER: Z = SEE DESCRIPTION
 RK0551_SETTING: 66 = SET IN ROCK OUTCROP
 RK0551_STAMPING: CLIFF 2 1975
 RK0551_MARK LOGO: NGS   
 RK0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0551+STABILITY: SURFACE MOTION
 RK0551
 RK0551  HISTORY     - Date     Condition        Report By
 RK0551  HISTORY     - 1975     MONUMENTED       NGS
 RK0551  HISTORY     - 19950207 GOOD             LOCENG
 RK0551
 RK0551                          STATION DESCRIPTION
 RK0551
 RK0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 RK0551'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF NEGAUNEE, 3 MILES
 RK0551'SOUTH OF ISHPEMING AND ON THE SUMMIT OF SUMMIT MOUNTAIN ALONG
 RK0551'THE NORTH EDGE OF A TIMBERED AREA, 11 FEET SOUTHEAST OF A 8 INCH
 RK0551'TREE WITH A SURVEY WITNESS SIGN ATTACHED, 7 FEET SOUTHWEST OF A
 RK0551'3 INCH TREE TRUNK WITH A SURVEY WITNESS SIGN ATTACHED AND ON THE
 RK0551'NORTH EDGE OF A CLIFF.  THE DISK IS CEMENTED IN A DRILL HOLE IN
 RK0551'OUTCROPPING ROCK AND IS STAMPED CLIFF 2 1975.
 RK0551'
 RK0551'TO REACH THE STATION FROM THE INTERSECTION DIVISION AND MAIN
 RK0551'STREETS IN ISHPEMING, GO WEST ON DIVISION STREET FOR 1.0 MILE.  TURN
 RK0551'LEFT AND GO SOUTH ON WASHINGTON STREET FOR 1.1 MILE TO A
 RK0551'CROSSROAD.  CONTINUE AHEAD ON A PAVED ROAD FOR 0.7 MILE TO A SIDE
 RK0551'ROAD LEFT AT RAILROAD TRACKS.  CONTINUE AHEAD FOR 0.8 MILE TO A
 RK0551'SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A PAVED ROAD FOR 1.6
 RK0551'MILE TO THE ENTRANCE TO THE TILDEN MINING CO.  CONTINUE
 RK0551'EASTERLY THROUGH THE GATE AND GO 0.6 MILE TO A RAILROAD TRACK.
 RK0551'CONTINUE AHEAD CROSSING TRACKS AND GO NORTH AND WEST STAYING
 RK0551'ON THE NORTH SIDE OF A LARGE MAINTENANCE BUILDING FOR 0.55 MILE
 RK0551'TO A ROAD RIGHT.  TURN SHARP RIGHT GOING UPHILL STAYING ON
 RK0551'MAIN TRAVELED ROAD FOR 0.35 MILE TO A ROAD LEFT.  BEAR LEFT UPHILL
 RK0551'FOR 0.8 MILE TO A ROAD LEFT.  KEEP TO THE RIGHT AND CONTINUE
 RK0551'UPHILL TO THE HIGHEST POINT FOR 0.25 MILE AND ETT.  FROM HERE
 RK0551'PACK IN A NORTHERLY DIRECTION FOR ABOUT 500 FEET AND
 RK0551'STATION.
 RK0551'
 RK0551'REFERENCE MARK 4 IS 15 FEET WEST OF THE 3 INCH TREE TRUNK WITH
 RK0551'THE SURVEY WITNESS SIGN ATTACHED AND AT THE MOST WESTERLY EDGE OF
 RK0551'THE CLIFF.  THE DISK IS CEMENTED IN A DRILL HOLE AND STAMPED CLIFF
 RK0551'2 NO 4 1975.
 RK0551'
 RK0551'REFERENCE MARK 5 IS 10 FEET EAST OF THE 3 INCH TREE TRUNK WITH
 RK0551'THE SURVEY WITNESS SIGN ATTACHED AND LOCATED AT THE MOST NORTHERLY
 RK0551'EDGE OF THE CLIFF.  THE DISK IS CEMENTED IN A DRILL HOLE AND
 RK0551'STAMPED CLIFF 2 NO 5 1975.
 RK0551'
 RK0551'AZIMUTH MARK IS ABOUT 0.75 MILE NORTHWEST OF THE STATION, 32 FEET
 RK0551'NORTHWEST OF A METAL WITNESS POST, 23 FEET SOUTHEAST OF A LONE
 RK0551'SPRUCE TREE AT THE NORTHWEST EDGE OF A CLEARING.  THE DISK IS
 RK0551'CEMENTED IN A 1 BY 2 FOOT ROCK THAT PROJECTS ABOUT 2 INCHES AND IS
 RK0551'STAMPED CLIFF 2 AZI 1975.
 RK0551'
 RK0551'*TO REACH THE AZIMUTH MARK FROM HERE, BEAR LEFT ON A PAVED ROAD
 RK0551'FOR 0.4 MILE AND END OF PAVEMENT.  CONTINUE AHEAD STAYING ON A
 RK0551'GRAVELED ROAD FOR 2.0 MILE TO A SIDE ROAD RIGHT AND CLIFF 1955
 RK0551'AZIMUTH MARK ON THE LEFT.  CONTINUE AHEAD FOR 0.15 MILE TO A
 RK0551'TRIANGULAR BLAZE ON A TREE LEFT, NORTH SIDE OF THE ROAD.  FROM
 RK0551'HERE PACK NORTHERLY FOR ABOUT 500 FEET AND THE MARK AS
 RK0551'DESCRIBED.
 RK0551'
 RK0551'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RK0551
 RK0551                          STATION RECOVERY (1995)
 RK0551
 RK0551'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0551'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0932 ***********************************************************************
 OJ0932  DESIGNATION -  CLIFFORD MUNICIPAL TANK
 OJ0932  PID         -  OJ0932
 OJ0932  STATE/COUNTY-  MI/LAPEER
 OJ0932  USGS QUAD   -  CLIFFORD (1963)
 OJ0932
 OJ0932                         *CURRENT SURVEY CONTROL
 OJ0932  ___________________________________________________________________
 OJ0932* NAD 83(1994)-  43 19 06.16731(N)    083 10 42.31713(W)     ADJUSTED  
 OJ0932* NAVD 88     -                                                        
 OJ0932  ___________________________________________________________________
 OJ0932  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 OJ0932  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 OJ0932
 OJ0932  HORZ ORDER  -  THIRD
 OJ0932
 OJ0932.The horizontal coordinates were established by classical geodetic methods
 OJ0932.and adjusted by the National Geodetic Survey in February 1997..
 OJ0932
 OJ0932
 OJ0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0932
 OJ0932.The geoid height was determined by GEOID03.
 OJ0932
 OJ0932;                    North         East     Units Scale Factor Converg.
 OJ0932;SPC MI S     -   202,664.516 4,096,379.480   MT  0.99993545   +0 48 31.1
 OJ0932;SPC MI S     -   664,909.83 13,439,565.22   iFT  0.99993545   +0 48 31.1
 OJ0932;UTM  17      - 4,798,475.678   323,357.415   MT  0.99998384   -1 29 41.6
 OJ0932
 OJ0932                          SUPERSEDED SURVEY CONTROL
 OJ0932
 OJ0932  NAD 83(1986)-  43 19 06.15864(N)    083 10 42.35215(W) AD(       ) 4
 OJ0932  NAD 27      -  43 19 06.07138(N)    083 10 42.54290(W) AD(       ) 3
 OJ0932
 OJ0932.Superseded values are not recommended for survey control.
 OJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0932.See file dsdata.txt to determine how the superseded data were derived.
 OJ0932
 OJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2335798476(NAD 83)
 OJ0932
 OJ0932  HISTORY     - Date     Condition        Report By
 OJ0932  HISTORY     - 1943     MONUMENTED       CGS
 OJ0932  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 OJ0932
 OJ0932                          STATION DESCRIPTION
 OJ0932
 OJ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0932'STATION IS THE CYLINDRICAL BLACK WATER TANK WITH FLAT
 OJ0932'CONICAL ROOF ON
 OJ0932'TOP OF THE 125-FOOT FOUR-LEGGED STEEL STRUCTURE
 OJ0932'LOCATED ON THE E SIDE OF MAIN
 OJ0932'STREET, 0.2 MILE N OF THE POST OFFICE
 OJ0932'IN THE VILLAGE OF CLIFFORD.  THE POINT OBSERVED
 OJ0932'UPON WAS THE
 OJ0932'SMALL BALL AT THE APEX OF THE ROOF.
 OJ0932'
 OJ0932'THIS IS AN INTERSECTION STATION.
 OJ0932
 OJ0932                          STATION RECOVERY (1997)
 OJ0932
 OJ0932'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0932'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1795 ***********************************************************************
 NF1795  DESIGNATION -  CLIMAX
 NF1795  PID         -  NF1795
 NF1795  STATE/COUNTY-  MI/CALHOUN
 NF1795  USGS QUAD   -  AUGUSTA (1985)
 NF1795
 NF1795                         *CURRENT SURVEY CONTROL
 NF1795  ___________________________________________________________________
 NF1795* NAD 83(1994)-  42 16 22.27961(N)    085 17 42.08591(W)     ADJUSTED  
 NF1795* NAVD 88     -       300.60   (+/-2cm)     986.2    (feet)  VERTCON   
 NF1795  ___________________________________________________________________
 NF1795  X           -     387,721.286 (meters)                     COMP
 NF1795  Y           -  -4,710,935.157 (meters)                     COMP
 NF1795  Z           -   4,268,258.269 (meters)                     COMP
 NF1795  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NF1795  ELLIP HEIGHT-         267.32  (meters)          (07/17/02) GPS OBS
 NF1795  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NF1795
 NF1795  HORZ ORDER  -  FIRST
 NF1795  VERT ORDER  -  THIRD ? (See Below)
 NF1795  ELLP ORDER  -  FOURTH    CLASS I
 NF1795
 NF1795.The horizontal coordinates were established by GPS observations
 NF1795.and adjusted by the National Geodetic Survey in February 1997..
 NF1795
 NF1795.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1795.The vertical order pertains to the NGVD 29 superseded value.
 NF1795
 NF1795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1795
 NF1795.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1795
 NF1795.The ellipsoidal height was determined by GPS observations
 NF1795.and is referenced to NAD 83.
 NF1795
 NF1795.The geoid height was determined by GEOID03.
 NF1795
 NF1795;                    North         East     Units Scale Factor Converg.
 NF1795;SPC MI S     -    86,269.673 3,923,418.701   MT  0.99996356   -0 37 54.4
 NF1795;SPC MI S     -   283,036.98 12,872,108.60   iFT  0.99996356   -0 37 54.4
 NF1795;UTM  16      - 4,681,479.161   640,599.253   MT  0.99984323   +1 08 49.4
 NF1795
 NF1795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1795!SPC MI S     -   0.99995808  x   0.99996356  =   0.99992164
 NF1795!UTM  16      -   0.99995808  x   0.99984323  =   0.99980131
 NF1795
 NF1795                          SUPERSEDED SURVEY CONTROL
 NF1795
 NF1795  ELLIP H (02/03/97)  267.33   (m)                       GP(       ) 4 1
 NF1795  NAD 83(1986)-  42 16 22.27980(N)    085 17 42.09985(W) AD(       ) 1
 NF1795  NGVD 29 (09/14/93)  300.73   (m)          986.6    (f) LEVELING    3  
 NF1795
 NF1795.Superseded values are not recommended for survey control.
 NF1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1795.See file dsdata.txt to determine how the superseded data were derived.
 NF1795
 NF1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4059981479(NAD 83)
 NF1795_MARKER: I = METAL ROD
 NF1795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1795_SP_SET: STAINLESS STEEL ROD
 NF1795_STAMPING: CLIMAX 1992
 NF1795_MARK LOGO: HOLDEN
 NF1795_PROJECTION: FLUSH
 NF1795_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1795+STABILITY: POSITION/ELEVATION WELL
 NF1795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1795+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 NF1795_ROD/PIPE-DEPTH: 11.5 meters
 NF1795
 NF1795  HISTORY     - Date     Condition        Report By
 NF1795  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1795  HISTORY     - 20011128 GOOD             NGS
 NF1795  HISTORY     - 20030419 GOOD             USPSQD
 NF1795  HISTORY     - 20050428 GOOD             LOCSUR
 NF1795
 NF1795                          STATION DESCRIPTION
 NF1795
 NF1795'DESCRIBED BY HOLDEN GPS 1992
 NF1795'STATION IS LOCATED ABOUT 4 1/2 MILES WEST SOUTHWEST FROM THE CENTER OF
 NF1795'GOGUAC LAKE, 3 3/5 MILES SOUTHWEST OF THE W. K. KELLOGG REGIONAL
 NF1795'AIRPORT AND IN THE I-94 INTERCHANGE WITH THE CLIMAX BATTLE CREEK
 NF1795'ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1795'AUGUSTA IN THE SE 1/4 OF SECTION 30 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1795'TO REACH FROM THE CLIMAX ROAD BRIDGE OVER I-94, GO NORTH ON CLIMAX RD
 NF1795'TO THE END OF THE BRIDGE AND THE STATION ON THE RIGHT.
 NF1795'STATION IS 3 FT (0.9 M) EAST OF THE CURB AND GUARD RAIL, 10 FT
 NF1795'(3.0 M) EAST NORTHEAST FROM THE END OF NORTHEAST BRIDGE ABUTMENT, 124
 NF1795'FT (37.8 M) NORTHEAST FROM THE CL OF WESTBOUND I-94, AND 24 FT
 NF1795'(7.3 M) SOUTH EAST FROM THE CL OF CLIMAX RD.
 NF1795'STATION IS GROUND VISIBLE WITH STATION QUALITY HOUSE 1740 M
 NF1795'(5708.6 FT) NORTHEAST.
 NF1795
 NF1795                          STATION RECOVERY (2001)
 NF1795
 NF1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1795'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1795
 NF1795                          STATION RECOVERY (2003)
 NF1795
 NF1795'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1795'RECOVERED IN GOOD CONDITION.
 NF1795
 NF1795                          STATION RECOVERY (2005)
 NF1795
 NF1795'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (TAP)
 NF1795'COVER BROKEN OFF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1036 ***********************************************************************
 OJ1036  DESIGNATION -  CLIO MUNICIPAL TANK
 OJ1036  PID         -  OJ1036
 OJ1036  STATE/COUNTY-  MI/GENESEE
 OJ1036  USGS QUAD   -  CLIO (1975)
 OJ1036
 OJ1036                         *CURRENT SURVEY CONTROL
 OJ1036  ___________________________________________________________________
 OJ1036* NAD 83(1994)-  43 10 49.81633(N)    083 43 59.96825(W)     ADJUSTED  
 OJ1036* NAVD 88     -                                                        
 OJ1036  ___________________________________________________________________
 OJ1036  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 OJ1036  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 OJ1036
 OJ1036  HORZ ORDER  -  THIRD
 OJ1036
 OJ1036.The horizontal coordinates were established by classical geodetic methods
 OJ1036.and adjusted by the National Geodetic Survey in February 1997..
 OJ1036
 OJ1036
 OJ1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1036
 OJ1036.The geoid height was determined by GEOID03.
 OJ1036
 OJ1036;                    North         East     Units Scale Factor Converg.
 OJ1036;SPC MI S     -   186,861.545 4,051,487.305   MT  0.99992015   +0 25 51.6
 OJ1036;SPC MI S     -   613,062.81 13,292,281.18   iFT  0.99992015   +0 25 51.6
 OJ1036;UTM  17      - 4,784,487.142   277,859.012   MT  1.00020708   -1 52 16.2
 OJ1036
 OJ1036                          SUPERSEDED SURVEY CONTROL
 OJ1036
 OJ1036  NAD 83(1986)-  43 10 49.81220(N)    083 43 59.99404(W) AD(       ) 4
 OJ1036  NAD 27      -  43 10 49.72400(N)    083 44 00.14400(W) AD(       ) 3
 OJ1036
 OJ1036.Superseded values are not recommended for survey control.
 OJ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1036.See file dsdata.txt to determine how the superseded data were derived.
 OJ1036
 OJ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7785984487(NAD 83)
 OJ1036
 OJ1036  HISTORY     - Date     Condition        Report By
 OJ1036  HISTORY     - 1943     MONUMENTED       CGS
 OJ1036  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 OJ1036
 OJ1036                          STATION DESCRIPTION
 OJ1036
 OJ1036'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1036'THIS STATION IS LOCATED NEAR THE CENTER OF THE VILLAGE OF CLIO.
 OJ1036'THE TANK IS A
 OJ1036'STEEL, SIX-LEGGED STRUCTURE, PAINTED BLACK AND ABOUT
 OJ1036'135 FEET IN HEIGHT.  IT IS A
 OJ1036'MUNICIPAL WATER SUPPLY AND IS LOCATED
 OJ1036'E OF THE WATERWORKS PUMPING STATION.  ON THE S
 OJ1036'SIDE THE FOLLOWING
 OJ1036'WHITE LETTERS ARE INSCRIBED - CLIO.
 OJ1036'
 OJ1036'TO REACH THE STATION FROM THE JUNCTION OF VIENNA AND CLIO
 OJ1036'ROADS IN THE
 OJ1036'VILLAGE OF CLIO, GO N ON CLIO ROAD FOR 0.2 MILE TO
 OJ1036'THE TANK ON THE RIGHT.
 OJ1036'
 OJ1036'THE POINT OBSERVED WAS THE BALL FINIAL AT THE PEAK OF THE
 OJ1036'CONICAL ROOF.
 OJ1036'
 OJ1036'THIS IS AN INTERSECTION STATION.
 OJ1036
 OJ1036                          STATION RECOVERY (1995)
 OJ1036
 OJ1036'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0237 ***********************************************************************
 NE0237  DESIGNATION -  CLUB
 NE0237  PID         -  NE0237
 NE0237  STATE/COUNTY-  MI/ST CLAIR
 NE0237  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0237
 NE0237                         *CURRENT SURVEY CONTROL
 NE0237  ___________________________________________________________________
 NE0237* NAD 83(1986)-  42 32 32.     (N)    082 39 59.     (W)     SCALED    
 NE0237* NAVD 88     -       175.699  (meters)     576.44   (feet)  ADJUSTED  
 NE0237  ___________________________________________________________________
 NE0237  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0237  DYNAMIC HT  -         175.649 (meters)     576.28  (feet)  COMP
 NE0237  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 NE0237
 NE0237  VERT ORDER  -  FIRST     CLASS 0
 NE0237
 NE0237.The horizontal coordinates were scaled from a topographic map and have
 NE0237.an estimated accuracy of +/- 6 seconds.
 NE0237
 NE0237.The orthometric height was determined by differential leveling
 NE0237.and adjusted by the National Geodetic Survey in June 1991..
 NE0237
 NE0237.The geoid height was determined by GEOID03.
 NE0237
 NE0237.The dynamic height is computed by dividing the NAVD 88
 NE0237.geopotential number by the normal gravity value computed on the
 NE0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0237.degrees latitude (g = 980.6199 gals.).
 NE0237
 NE0237.The modeled gravity was interpolated from observed gravity values.
 NE0237
 NE0237;                    North         East    Units  Estimated Accuracy
 NE0237;SPC MI S     -   117,180.    4,139,650.      MT  (+/- 180 meters Scaled)
 NE0237
 NE0237                          SUPERSEDED SURVEY CONTROL
 NE0237
 NE0237  NGVD 29 (??/??/92)  175.836  (m)          576.89   (f) ADJ UNCH    1 0
 NE0237
 NE0237.Superseded values are not recommended for survey control.
 NE0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0237.See file dsdata.txt to determine how the superseded data were derived.
 NE0237
 NE0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH631113(NAD 83)
 NE0237_MARKER: Z = SEE DESCRIPTION
 NE0237_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0237_SP_SET: STEEL ROD
 NE0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0237
 NE0237  HISTORY     - Date     Condition        Report By
 NE0237  HISTORY     - 1967     MONUMENTED       USLS
 NE0237  HISTORY     - 1970     GOOD             USLS
 NE0237  HISTORY     - 1984     GOOD             USPSQD
 NE0237  HISTORY     - 19960929 MARK NOT FOUND   USPSQD
 NE0237  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 NE0237
 NE0237                          STATION DESCRIPTION
 NE0237
 NE0237'DESCRIBED BY US LAKE SURVEY 1970
 NE0237'AT HARSENS ISLAND.
 NE0237'CLUB IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0237'COUNTY, MICHIGAN, JUST ABOVE THE ST. CLAIR FLATS CANAL, 0.6
 NE0237'MILE SOUTHWEST FROM GATE LEADING TO PROPERTY OF OLD CLUB,
 NE0237'DOWNSTREAM OF SECOND AUTO BRIDGE AT THE OLD CLUB, 10.8 FEET
 NE0237'NORTHWEST OF 7-FOOT HIGH METAL POWER OUTLET, 7.2 FEET SOUTHEAST
 NE0237'OF SOUTHEAST CORNER OF BRIDGE, 3.0 FEET SOUTHWEST OF INNER EDGE
 NE0237'OF 3-INCH X 12 INCH WOOD PLANK CAPPING BREAKWALL, 1/2-FOOT BELOW
 NE0237'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 NE0237'DIAMETER COPPER-COATED STEEL ROD, 26 FEET LONG.  NOTE-- BM 1967
 NE0237
 NE0237                          STATION RECOVERY (1984)
 NE0237
 NE0237'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0237'LOCATION .25 FOOT EAST OF NORTHWEST CORNER --AND 2 1/2 ABOVE
 NE0237'SIDEWALK. BRONZE DISC.
 NE0237
 NE0237                          STATION RECOVERY (1996)
 NE0237
 NE0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0237'MARK NOT FOUND.
 NE0237
 NE0237                          STATION RECOVERY (2003)
 NE0237
 NE0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0157 ***********************************************************************
 NE0157  DESIGNATION -  CLUB USLS
 NE0157  PID         -  NE0157
 NE0157  STATE/COUNTY-  MI/WAYNE
 NE0157  USGS QUAD   -  
 NE0157
 NE0157                         *CURRENT SURVEY CONTROL
 NE0157  ___________________________________________________________________
 NE0157* NAD 83(1986)-  42 26 06.     (N)    082 52 20.     (W)     SCALED    
 NE0157* NAVD 88     -       176.880  (meters)     580.31   (feet)  ADJUSTED  
 NE0157  ___________________________________________________________________
 NE0157  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NE0157  DYNAMIC HT  -         176.829 (meters)     580.15  (feet)  COMP
 NE0157  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 NE0157
 NE0157  VERT ORDER  -  FIRST     CLASS 0
 NE0157
 NE0157.The horizontal coordinates were scaled from a topographic map and have
 NE0157.an estimated accuracy of +/- 6 seconds.
 NE0157
 NE0157.The orthometric height was determined by differential leveling
 NE0157.and adjusted by the National Geodetic Survey in June 1991..
 NE0157
 NE0157.The geoid height was determined by GEOID03.
 NE0157
 NE0157.The dynamic height is computed by dividing the NAVD 88
 NE0157.geopotential number by the normal gravity value computed on the
 NE0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0157.degrees latitude (g = 980.6199 gals.).
 NE0157
 NE0157.The modeled gravity was interpolated from observed gravity values.
 NE0157
 NE0157;                    North         East    Units  Estimated Accuracy
 NE0157;SPC MI S     -   104,950.    4,122,960.      MT  (+/- 180 meters Scaled)
 NE0157
 NE0157                          SUPERSEDED SURVEY CONTROL
 NE0157
 NE0157  NGVD 29 (??/??/??)  177.032  (m)          580.81   (f) ADJUSTED    1 0
 NE0157
 NE0157.Superseded values are not recommended for survey control.
 NE0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0157.See file dsdata.txt to determine how the superseded data were derived.
 NE0157
 NE0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG460997(NAD 83)
 NE0157_MARKER: DD = SURVEY DISK
 NE0157_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0157_SP_SET: WALL
 NE0157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0157
 NE0157  HISTORY     - Date     Condition        Report By
 NE0157  HISTORY     - 1969     MONUMENTED       USLS
 NE0157  HISTORY     - 1970     GOOD             USLS
 NE0157  HISTORY     - 1980     GOOD             NGS
 NE0157
 NE0157                          STATION DESCRIPTION
 NE0157
 NE0157'DESCRIBED BY US LAKE SURVEY 1970
 NE0157'AT GROSSE POINTE SHORES.
 NE0157'CLUB IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, AT THE
 NE0157'GROSSE POINTE YACHT CLUB, ON THE NORTH FACE OF THE YACHT CLUB,
 NE0157'0.25 FOOT EAST OF NORTHWEST CORNER, 2-1/2 FEET ABOVE THE GROUND
 NE0157'SURFACE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 NE0157'INTO THE CONCRETE WALL.  NOTE-- PREV. DESIG BM CLUB 1969.
 NE0157
 NE0157                          STATION RECOVERY (1980)
 NE0157
 NE0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0157'IN GROSSE POINTE SHORES, AT THE GROSSE POINTE YACHT CLUB, SET
 NE0157'VERTICALLY IN THE NORTH FACE OF THE CLUB BUILDING, 0.1 METER (0.25
 NE0157'FEET) EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 1 METER
 NE0157'(3.3 FEET) ABOVE PAVEMENT.
 NE0157'THE MARK IS 1 M ABOVE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8105 ***********************************************************************
 AA8105  CBN         -  This is a Cooperative Base Network Control Station.
 AA8105  PACS        -  This is a Primary Airport Control Station.
 AA8105  DESIGNATION -  CMX C
 AA8105  PID         -  AA8105
 AA8105  STATE/COUNTY-  MI/HOUGHTON
 AA8105  USGS QUAD   -  LAURIUM (1975)
 AA8105
 AA8105                         *CURRENT SURVEY CONTROL
 AA8105  ___________________________________________________________________
 AA8105* NAD 83(1994)-  47 10 01.67396(N)    088 29 37.83909(W)     ADJUSTED  
 AA8105* NAVD 88     -       324.78   (meters)    1065.5    (feet)  GPS OBS   
 AA8105  ___________________________________________________________________
 AA8105  X           -     114,186.525 (meters)                     COMP
 AA8105  Y           -  -4,342,777.077 (meters)                     COMP
 AA8105  Z           -   4,654,629.948 (meters)                     COMP
 AA8105  LAPLACE CORR-         -18.42  (seconds)                    DEFLEC99
 AA8105  ELLIP HEIGHT-         290.68  (meters)          (07/12/02) GPS OBS
 AA8105  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 AA8105
 AA8105  HORZ ORDER  -  B
 AA8105  ELLP ORDER  -  FOURTH    CLASS II
 AA8105
 AA8105.This mark is at Houghton Co Mem Airport (CMX)
 AA8105
 AA8105.The horizontal coordinates were established by GPS observations
 AA8105.and adjusted by the National Geodetic Survey in September 1995..
 AA8105
 AA8105.The orthometric height was determined by GPS observations and a
 AA8105.high-resolution geoid model.
 AA8105
 AA8105.GPS derived orthometric heights for airport stations designated as
 AA8105.PACS or SACS are published to 2 decimal places.  This maintains
 AA8105.centimeter relative accuracy between the PACS and SACS.  It does
 AA8105.not indicate centimeter accuracy relative to other marks which are
 AA8105.part of the NAVD 88 network.
 AA8105
 AA8105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8105
 AA8105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8105
 AA8105.The ellipsoidal height was determined by GPS observations
 AA8105.and is referenced to NAD 83.
 AA8105
 AA8105.The geoid height was determined by GEOID03.
 AA8105
 AA8105;                    North         East     Units Scale Factor Converg.
 AA8105;SPC MI N     -   266,025.410 7,886,743.230   MT  1.00002154   -1 04 47.0
 AA8105;SPC MI N     -   872,786.78 25,875,141.83   iFT  1.00002154   -1 04 47.0
 AA8105;UTM  16      - 5,224,819.569   386,785.223   MT  0.99975753   -1 05 44.2
 AA8105
 AA8105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8105!SPC MI N     -   0.99995444  x   1.00002154  =   0.99997598
 AA8105!UTM  16      -   0.99995444  x   0.99975753  =   0.99971198
 AA8105
 AA8105                          SUPERSEDED SURVEY CONTROL
 AA8105
 AA8105  ELLIP H (09/20/95)  290.71   (m)                       GP(       ) 1 2
 AA8105
 AA8105.Superseded values are not recommended for survey control.
 AA8105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8105.See file dsdata.txt to determine how the superseded data were derived.
 AA8105
 AA8105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8678524820(NAD 83)
 AA8105_MARKER: I = METAL ROD
 AA8105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8105_STAMPING: CMX C 1994
 AA8105_MARK LOGO: NGS   
 AA8105_PROJECTION: FLUSH
 AA8105_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8105+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2002
 AA8105_ROD/PIPE-DEPTH: 4.6  meters
 AA8105_SLEEVE-DEPTH  : 1.2 meters
 AA8105
 AA8105  HISTORY     - Date     Condition        Report By
 AA8105  HISTORY     - 1994     MONUMENTED       NGS
 AA8105  HISTORY     - 20010502 GOOD             MIDT
 AA8105  HISTORY     - 20020614 GOOD             JCLS
 AA8105  HISTORY     - 20020615 GOOD             JCLS
 AA8105
 AA8105                          STATION DESCRIPTION
 AA8105
 AA8105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8105'NOTE--ESCORT MAY BE REQUIRED TO REACH STATION.  CONTACT THE RESIDENT
 AA8105'ENGINEER AT THE AIRPORT, DENNIS JOUPPE, PHONE 906-482-6336.  STATION
 AA8105'IS LOCATED ABOUT 9 KM (5.60 MI) NORTH OF HANCOCK, AT THE HOUGHTON
 AA8105'COUNTY MEMORIAL AIRPORT, ON THE SOUTHWEST SIDE OF THE AIRPORT, ACROSS
 AA8105'THE APRON FROM THE CRASH-FIRE-RESCUE (CFR) BUILDING, IN A LARGE GRASS
 AA8105'AREA.  OWNERSHIP--COUNTY OF HOUGHTON, ROUTE 1, BOX 94, CALUMET MI
 AA8105'49913.  AIRPORT MANAGER IS JOHN KELLY, PHONE 906-482-3970.  TO REACH
 AA8105'FROM THE CENTER OF THE U.S.  HIGHWAY 41 BRIDGE BETWEEN HANCOCK AND
 AA8105'HOUGHTON, GO NORTH AND WEST ON HIGHWAY 41 FOR 1.66 KM (1.05 MI) TO ITS
 AA8105'JUNCTION WITH STATE HIGHWAY 203 ON THE LEFT.  KEEP RIGHT, UPGRADE, ON
 AA8105'HIGHWAY 41 FOR 9.06 KM (5.60 MI) TO A PAVED ROAD RIGHT AT A BLINKER
 AA8105'LIGHT.  TURN RIGHT, EAST, ON PAVED ROAD FOR 1.62 KM (1.00 MI) TO THE
 AA8105'TERMINAL BUILDING.  CONTINUE AHEAD, SOUTHEAST, ON ROAD (AREA TO BE
 AA8105'RE-FENCED IN 1994) FOR 0.07 KM (0.05 MI) TO THE CFR BUILDING.  PASS
 AA8105'THROUGH GATE, SOUTHEAST, ACROSS APRON FOR 0.09 KM (0.05 MI) TO THE
 AA8105'STATION.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS 23.0 M
 AA8105'(75.5 FT) SOUTHEAST OF THE APRON EDGE, 77.0 M (252.6 FT) SOUTHWEST OF
 AA8105'A TAXI CENTER, 61.9 M (203.1 FT) EAST OF THE SOUTH CORNER OF THE
 AA8105'APRON, 43.5 M (142.7 FT) EAST-SOUTHEAST OF THE EAST CORNER OF A SQUARE
 AA8105'GRATE IN THE APRON, 44.4.  M (145.7 FT) SOUTH OF THE SOUTH CORNER OF A
 AA8105'SQUARE GRATE IN THE APRON, AND 10.1 M (33.1 FT) NORTHEAST OF THE
 AA8105'EXTENDED NORTHEAST WALL OF THE CFR BUILDING.  DESCRIBED BY G.R.  HEID.
 AA8105
 AA8105                          STATION RECOVERY (2001)
 AA8105
 AA8105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 AA8105'RECOVERED IN GOOD CONDITION.
 AA8105
 AA8105                          STATION RECOVERY (2002)
 AA8105
 AA8105'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA8105'RECOVERED IN GOOD CONDITION.
 AA8105
 AA8105                          STATION RECOVERY (2002)
 AA8105
 AA8105'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AA8105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0191 ***********************************************************************
 RJ0191  DESIGNATION -  COAST
 RJ0191  PID         -  RJ0191
 RJ0191  STATE/COUNTY-  MI/CHIPPEWA
 RJ0191  USGS QUAD   -  OAK RIDGE (1976)
 RJ0191
 RJ0191                         *CURRENT SURVEY CONTROL
 RJ0191  ___________________________________________________________________
 RJ0191* NAD 83(1986)-  46 19 18.     (N)    084 09 22.     (W)     SCALED    
 RJ0191* NAVD 88     -       179.711  (meters)     589.60   (feet)  ADJUSTED  
 RJ0191  ___________________________________________________________________
 RJ0191  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ0191  DYNAMIC HT  -         179.721 (meters)     589.63  (feet)  COMP
 RJ0191  MODELED GRAV-     980,664.5   (mgal)                       NAVD 88
 RJ0191
 RJ0191  VERT ORDER  -  FIRST     CLASS 0
 RJ0191
 RJ0191.The horizontal coordinates were scaled from a topographic map and have
 RJ0191.an estimated accuracy of +/- 6 seconds.
 RJ0191
 RJ0191.The orthometric height was determined by differential leveling
 RJ0191.and adjusted by the National Geodetic Survey in June 1991..
 RJ0191.WARNING-Repeat measurements at this control monument indicate possible
 RJ0191.vertical movement.
 RJ0191
 RJ0191.The geoid height was determined by GEOID03.
 RJ0191
 RJ0191.The dynamic height is computed by dividing the NAVD 88
 RJ0191.geopotential number by the normal gravity value computed on the
 RJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0191.degrees latitude (g = 980.6199 gals.).
 RJ0191
 RJ0191.The modeled gravity was interpolated from observed gravity values.
 RJ0191
 RJ0191;                    North         East    Units  Estimated Accuracy
 RJ0191;SPC MI N     -   174,910.    8,218,950.      MT  (+/- 180 meters Scaled)
 RJ0191
 RJ0191                          SUPERSEDED SURVEY CONTROL
 RJ0191
 RJ0191.No superseded survey control is available for this station.
 RJ0191
 RJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189337(NAD 83)
 RJ0191_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0191_SP_SET: BRICK WALL
 RJ0191_MARK LOGO: USLS  
 RJ0191_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0191+STABILITY: SURFACE MOTION
 RJ0191
 RJ0191  HISTORY     - Date     Condition        Report By
 RJ0191  HISTORY     - 1969     MONUMENTED       USE
 RJ0191  HISTORY     - 1969     GOOD             USLS
 RJ0191  HISTORY     - 1983     GOOD             NGS
 RJ0191  HISTORY     - 19950922 GOOD             NOS
 RJ0191
 RJ0191                          STATION DESCRIPTION
 RJ0191
 RJ0191'DESCRIBED BY US LAKE SURVEY 1969
 RJ0191'AT NEEBISH ISLAND.
 RJ0191'COAST IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT
 RJ0191'3.4 MILES NORTHEAST OF NEEBISH ISLAND FERRY DOCK, 2.4 MILES
 RJ0191'NORTH OF INTERSECTION OF 15 MILE ROAD AND BRANDER ROAD, IN
 RJ0191'EAST FACE AND 2.5 FEET SOUTH OF NORTHEAST CORNER OF NEEBISH
 RJ0191'ISLAND COAST GUARD STATION, 4 FEET ABOVE THE GROUND, BEING
 RJ0191'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE BRICK WALL.
 RJ0191
 RJ0191                          STATION RECOVERY (1983)
 RJ0191
 RJ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0191'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.7
 RJ0191'MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY LANDING IN
 RJ0191'OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.4 MI) NORTH ALONG
 RJ0191'BRANDER ROAD, AT THE SITE OF AN ABANDONED U.S COAST GUARD STATION, A
 RJ0191'USE DISK SET VERTICALLY IN THE EAST FACE AND 0.76 METERS (2.5 FT)
 RJ0191'SOUTH OF THE NORTHEAST CORNER OF AN OLD U.S. COAST GUARD BRICK
 RJ0191'BUILDING.
 RJ0191'THE MARK IS 1.2 M ABOVE GROUND.
 RJ0191
 RJ0191                          STATION RECOVERY (1995)
 RJ0191
 RJ0191'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0191'COAST IS ON NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.4 MILES
 RJ0191'(5.5 KM) NORTHEAST OF NEEBISH ISLAND FERRY DOCK, 2.4 MILES (3.9 KM)
 RJ0191'NORTH OF INTERSECTION OF 15 MILE (24.1 KM) ROAD AND BRANDER ROAD, IN
 RJ0191'EAST FACE AND 2.5 FEET (0.8 M) SOUTH OF NORTHEAST CORNER OF NEEBISH
 RJ0191'ISLAND COAST GUARD STATION, 4 FEET (1.2 M) ABOVE THE GROUND, BEING
 RJ0191'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE BRICK WALL.
 RJ0191'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.3 KM (2.65
 RJ0191'MI) EAST ALONG 15 MILE (24.1 KM) ROAD FROM THE NEEBISH ISLAND FERRY
 RJ0191'LANDING IN OAK RIDGE ON NEEBISH ISLAND, THENCE 3.9 KM (2.40 MI) NORTH
 RJ0191'ALONG BRANDER ROAD, AT THE SITE OF AN ABANDONED U.S COAST GUARD
 RJ0191'STATION, A USE DISK SET VERTICALLY IN THE EAST FACE AND 0.76 METERS
 RJ0191'(2.49 FT) SOUTH OF THE NORTHEAST CORNER OF AN OLD U.S.  COAST GUARD
 RJ0191'BRICK BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0887 ***********************************************************************
 RJ0887  DESIGNATION -  COAST GUARD LOOKOUT 1 FLAGPOLE
 RJ0887  PID         -  RJ0887
 RJ0887  STATE/COUNTY-  MI/CHIPPEWA
 RJ0887  USGS QUAD   -  GOETZVILLE (1976)
 RJ0887
 RJ0887                         *CURRENT SURVEY CONTROL
 RJ0887  ___________________________________________________________________
 RJ0887* NAD 83(1994)-  46 15 17.78137(N)    084 06 06.77534(W)     ADJUSTED  
 RJ0887* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0887  ___________________________________________________________________
 RJ0887  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 RJ0887  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ0887
 RJ0887  HORZ ORDER  -  THIRD
 RJ0887
 RJ0887.The horizontal coordinates were established by classical geodetic methods
 RJ0887.and adjusted by the National Geodetic Survey in February 1997..
 RJ0887
 RJ0887.The orthometric height was scaled from a topographic map.
 RJ0887
 RJ0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0887
 RJ0887.The geoid height was determined by GEOID03.
 RJ0887
 RJ0887;                    North         East     Units Scale Factor Converg.
 RJ0887;SPC MI N     -   167,644.221 8,223,393.040   MT  0.99990297   +2 05 41.0
 RJ0887;SPC MI N     -   550,013.85 26,979,635.96   iFT  0.99990297   +2 05 41.0
 RJ0887;SPC MI C     -   326,564.793 6,020,420.241   MT  1.00017592   +0 11 13.4
 RJ0887;SPC MI C     - 1,071,406.80 19,752,034.91   iFT  1.00017592   +0 11 13.4
 RJ0887;UTM  16      - 5,126,456.487   723,371.047   MT  1.00021338   +2 05 40.3
 RJ0887
 RJ0887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0887!SPC MI N     -   0.99997814  x   0.99990297  =   0.99988111
 RJ0887!SPC MI C     -   0.99997814  x   1.00017592  =   1.00015406
 RJ0887!UTM  16      -   0.99997814  x   1.00021338  =   1.00019152
 RJ0887
 RJ0887                          SUPERSEDED SURVEY CONTROL
 RJ0887
 RJ0887  NAD 83(1986)-  46 15 17.76050(N)    084 06 06.77880(W) AD(       ) 4
 RJ0887  NAD 27      -  46 15 17.70500(N)    084 06 06.68700(W) AD(       ) 3
 RJ0887
 RJ0887.Superseded values are not recommended for survey control.
 RJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0887.See file dsdata.txt to determine how the superseded data were derived.
 RJ0887
 RJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2337126456(NAD 83)
 RJ0887_MARKER: 62 = FLAGPOLE
 RJ0887
 RJ0887  HISTORY     - Date     Condition        Report By
 RJ0887  HISTORY     - 1944     FIRST OBSERVED   IBC
 RJ0887  HISTORY     - 1968     GOOD             USE
 RJ0887
 RJ0887                          STATION DESCRIPTION
 RJ0887
 RJ0887'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0887'THE FLAGPOLE USED BY THE U S COAST GUARD AT THEIR STATION ON JOHNSON
 RJ0887'POINT, THE E POINT OF RAINS ISLAND, ACROSS THE MUNUSCONG CHANNEL FROM
 RJ0887'THE RAINSMERE HOTEL, ST JOSEPH ISLAND.
 RJ0887
 RJ0887                          STATION RECOVERY (1968)
 RJ0887
 RJ0887'RECOVERY NOTE BY US ENGINEERS 1968
 RJ0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1014 ***********************************************************************
 RJ1014  DESIGNATION -  COAST GUARD LOOKOUT NO 3
 RJ1014  PID         -  RJ1014
 RJ1014  STATE/COUNTY-  MI/CHIPPEWA
 RJ1014  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1014
 RJ1014                         *CURRENT SURVEY CONTROL
 RJ1014  ___________________________________________________________________
 RJ1014* NAD 83(1994)-  46 29 05.00685(N)    084 18 02.98312(W)     ADJUSTED  
 RJ1014* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ1014  ___________________________________________________________________
 RJ1014  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 RJ1014  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1014
 RJ1014  HORZ ORDER  -  THIRD
 RJ1014
 RJ1014.The horizontal coordinates were established by classical geodetic methods
 RJ1014.and adjusted by the National Geodetic Survey in February 1997..
 RJ1014
 RJ1014.The orthometric height was scaled from a topographic map.
 RJ1014
 RJ1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1014
 RJ1014.The geoid height was determined by GEOID03.
 RJ1014
 RJ1014;                    North         East     Units Scale Factor Converg.
 RJ1014;SPC MI N     -   192,628.110 8,207,194.484   MT  0.99990888   +1 57 03.4
 RJ1014;SPC MI N     -   631,981.99 26,926,491.09   iFT  0.99990888   +1 57 03.4
 RJ1014;SPC MI C     -   352,081.809 6,005,056.711   MT  1.00027676   +0 02 47.4
 RJ1014;SPC MI C     - 1,155,124.05 19,701,629.63   iFT  1.00027676   +0 02 47.4
 RJ1014;UTM  16      - 5,151,445.993   707,166.631   MT  1.00012758   +1 57 29.2
 RJ1014
 RJ1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1014!SPC MI N     -   0.99997816  x   0.99990888  =   0.99988704
 RJ1014!SPC MI C     -   0.99997816  x   1.00027676  =   1.00025492
 RJ1014!UTM  16      -   0.99997816  x   1.00012758  =   1.00010574
 RJ1014
 RJ1014                          SUPERSEDED SURVEY CONTROL
 RJ1014
 RJ1014  NAD 83(1986)-  46 29 04.99156(N)    084 18 02.99826(W) AD(       ) 4
 RJ1014  NAD 27      -  46 29 04.91000(N)    084 18 02.86000(W) AD(       ) 3
 RJ1014
 RJ1014.Superseded values are not recommended for survey control.
 RJ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1014.See file dsdata.txt to determine how the superseded data were derived.
 RJ1014
 RJ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0716751446(NAD 83)
 RJ1014_MARKER: 82 = FINIAL
 RJ1014
 RJ1014  HISTORY     - Date     Condition        Report By
 RJ1014  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1014  HISTORY     - 1958     GOOD             IBC
 RJ1014
 RJ1014                          STATION DESCRIPTION
 RJ1014
 RJ1014'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1014'CENTER OF FINIAL OF LOOKOUT TOWER LOCATED 2-1/4 MILES E OF SAULT
 RJ1014'STE MARIE POST OFFICE BUILDING, ON A SMALL ISLAND ON THE SW SIDE
 RJ1014'OF THE JUNCTION OF THE BOUNDARY CHANNEL AND SHIPS CHANNEL OF
 RJ1014'ST MARYS RIVER NEAR MISSION POINT.
 RJ1014
 RJ1014                          STATION RECOVERY (1958)
 RJ1014
 RJ1014'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0601 ***********************************************************************
 QK0601  DESIGNATION -  COATS USLS 1904
 QK0601  PID         -  QK0601
 QK0601  STATE/COUNTY-  MI/MACKINAC
 QK0601  USGS QUAD   -  GOOSE ISLAND (1975)
 QK0601
 QK0601                         *CURRENT SURVEY CONTROL
 QK0601  ___________________________________________________________________
 QK0601* NAD 83(1994)-  45 57 36.53216(N)    084 25 52.44708(W)     ADJUSTED  
 QK0601* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0601  ___________________________________________________________________
 QK0601  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 QK0601  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 QK0601
 QK0601  HORZ ORDER  -  FIRST
 QK0601
 QK0601.The horizontal coordinates were established by classical geodetic methods
 QK0601.and adjusted by the National Geodetic Survey in February 1997..
 QK0601
 QK0601.The orthometric height was scaled from a topographic map.
 QK0601
 QK0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0601
 QK0601.The geoid height was determined by GEOID03.
 QK0601
 QK0601;                    North         East     Units Scale Factor Converg.
 QK0601;SPC MI N     -   134,021.898 8,199,076.793   MT  0.99991885   +1 51 24.0
 QK0601;SPC MI N     -   439,704.39 26,899,858.24   iFT  0.99991885   +1 51 24.0
 QK0601;UTM  16      - 5,092,828.225   699,045.996   MT  1.00008708   +1 50 49.8
 QK0601
 QK0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0601!SPC MI N     -   0.99997741  x   0.99991885  =   0.99989626
 QK0601!UTM  16      -   0.99997741  x   1.00008708  =   1.00006449
 QK0601
 QK0601:                Primary Azimuth Mark                     Grid Az
 QK0601:SPC MI N     -  GOOSE ISLAND USLS 1896                   180 25 37.5
 QK0601:UTM  16      -  GOOSE ISLAND USLS 1896                   180 26 11.7
 QK0601
 QK0601|---------------------------------------------------------------------|
 QK0601| PID    Reference Object                     Distance      Geod. Az  |
 QK0601|                                                           dddmmss.s |
 QK0601| QK0604 GOOSE ISLAND USLS 1896              APPROX. 3.8 KM 1821701.5 |
 QK0601|---------------------------------------------------------------------|
 QK0601
 QK0601                          SUPERSEDED SURVEY CONTROL
 QK0601
 QK0601  NAD 83(1986)-  45 57 36.52364(N)    084 25 52.44505(W) AD(       ) 1
 QK0601  NAD 27      -  45 57 36.47700(N)    084 25 52.31300(W) AD(       ) 1
 QK0601
 QK0601.Superseded values are not recommended for survey control.
 QK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0601.See file dsdata.txt to determine how the superseded data were derived.
 QK0601
 QK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9904692828(NAD 83)
 QK0601_MARKER: Z = SEE DESCRIPTION
 QK0601_SETTING: 0 = UNSPECIFIED SETTING
 QK0601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0601
 QK0601  HISTORY     - Date     Condition        Report By
 QK0601  HISTORY     - 1904     MONUMENTED       USLS
 QK0601  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0601
 QK0601                          STATION DESCRIPTION
 QK0601
 QK0601'DESCRIBED BY US LAKE SURVEY 1904
 QK0601'ON MARQUETTE ISLAND, ON NORTH SIDE OF STRAITS OF MACKINAC, NEAR
 QK0601'MIDDLE OF COATS POINT, ABOUT 495
 QK0601'METERS (1,624 FEET) FROM EXTREME WESTERLY END OF POINT, AND 60 METERS
 QK0601'(197 FEET) FROM NORTH SIDE.
 QK0601'UNDERGROUND MARK IS CROSS ON SMALL BOULDER BURIED
 QK0601'6 INCHES BELOW SURFACE OF GROUND, MARKED
 QK0601'U.S.L.S.  SURFACE MARK IS STONE 6
 QK0601'INCHES SQUARE.  REFERENCE MARK IS STONE, MARKED WITH ARROW
 QK0601'IN TRIANGLE, 30.3 FEET
 QK0601'SOUTHWEST OF STATION.
 QK0601
 QK0601                          STATION RECOVERY (1964)
 QK0601
 QK0601'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0601'TO REACH BY BOAT FROM HESSEL.  NEAR CENTER OF COATS POINT ON
 QK0601'MARQUETTE ISLAND.
 QK0601'ABOUT 1624 FEET FROM EXTREME WESTERLY END OF THE POINT.  ABOUT 200
 QK0601'FEET SOUTH OF SHORE OF THE
 QK0601'POINT.
 QK0601'
 QK0601'STATION IS CROSS CUT IN SMALL BOULDER WITH LETTERS USLS SURROUNDING
 QK0601'CROSS JUST BELOW
 QK0601'THE GROUND SURFACE.  AT THIS VISIT, THE REMAINS OF AN OLD LOG TRIPOD
 QK0601'WAS LAYING ON ITS SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0073 ***********************************************************************
 OJ0073  DESIGNATION -  COBBLE USLS
 OJ0073  PID         -  OJ0073
 OJ0073  STATE/COUNTY-  MI/SANILAC
 OJ0073  USGS QUAD   -  CROSWELL (1976)
 OJ0073
 OJ0073                         *CURRENT SURVEY CONTROL
 OJ0073  ___________________________________________________________________
 OJ0073* NAD 83(1986)-  43 20 55.     (N)    082 32 15.     (W)     SCALED    
 OJ0073* NAVD 88     -       189.681  (meters)     622.31   (feet)  ADJUSTED  
 OJ0073  ___________________________________________________________________
 OJ0073  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0073  DYNAMIC HT  -         189.643 (meters)     622.19  (feet)  COMP
 OJ0073  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 OJ0073
 OJ0073  VERT ORDER  -  FIRST     CLASS 0
 OJ0073
 OJ0073.The horizontal coordinates were scaled from a topographic map and have
 OJ0073.an estimated accuracy of +/- 6 seconds.
 OJ0073
 OJ0073.The orthometric height was determined by differential leveling
 OJ0073.and adjusted by the National Geodetic Survey in June 1991..
 OJ0073.WARNING-Repeat measurements at this control monument indicate possible
 OJ0073.vertical movement.
 OJ0073
 OJ0073.The geoid height was determined by GEOID03.
 OJ0073
 OJ0073.The dynamic height is computed by dividing the NAVD 88
 OJ0073.geopotential number by the normal gravity value computed on the
 OJ0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0073.degrees latitude (g = 980.6199 gals.).
 OJ0073
 OJ0073.The modeled gravity was interpolated from observed gravity values.
 OJ0073
 OJ0073;                    North         East    Units  Estimated Accuracy
 OJ0073;SPC MI S     -   206,950.    4,148,290.      MT  (+/- 180 meters Scaled)
 OJ0073
 OJ0073                          SUPERSEDED SURVEY CONTROL
 OJ0073
 OJ0073  NGVD 29 (??/??/??)  189.803  (m)          622.71   (f) ADJUSTED    1 0
 OJ0073
 OJ0073.Superseded values are not recommended for survey control.
 OJ0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0073.See file dsdata.txt to determine how the superseded data were derived.
 OJ0073
 OJ0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ753006(NAD 83)
 OJ0073_MARKER: B = BOLT
 OJ0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0073_SP_SET: CULVERT
 OJ0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0073
 OJ0073  HISTORY     - Date     Condition        Report By
 OJ0073  HISTORY     - 1970     MONUMENTED       USLS
 OJ0073  HISTORY     - 1970     GOOD             USLS
 OJ0073  HISTORY     - 1980     GOOD             NGS
 OJ0073  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0073
 OJ0073                          STATION DESCRIPTION
 OJ0073
 OJ0073'DESCRIBED BY US LAKE SURVEY 1970
 OJ0073'5.6 MI N FROM LEXINGTON.
 OJ0073'COBBLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 5.6 MILES NORTH OF
 OJ0073'INTERSECTION OF HURON AVENUE AND MAIN STREET (U.S. 25) IN
 OJ0073'LEXINGTON, 0.25 MILES SOUTH OF CENTERLINE OF SUERWIER ROAD,
 OJ0073'34 FEET EAST OF CENTERLINE OF HIGHWAY U.S. 25, 20.6 FEET NORTHWEST
 OJ0073'OF UTILITY POLE D.E. 45-6-40, 0.6 FEET SOUTH OF NORTH EDGE AND
 OJ0073'0.4 FEET EAST OF WEST EDGE OF A CONCRETE CULVERT, ABOUT 5 FEET
 OJ0073'BELOW THE HIGHWAY, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 OJ0073'DIAMETER STEEL BOLT SET INTO THE TOP OF THE CULVERT.  BM COBBLE
 OJ0073'1970.
 OJ0073
 OJ0073                          STATION RECOVERY (1980)
 OJ0073
 OJ0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0073'9.0 KILOMETERS (5.6 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0073'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.4 KILOMETER
 OJ0073'(0.24 MILE) SOUTH OF THE JUNCTION OF SUERWIER ROAD, 25.31 METERS
 OJ0073'(83,0 FEET) SOUTH OF THE CENTER OF THE DRIVE FOR HOUSE NUMBER 2849,
 OJ0073'10.3 METERS (34.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0073'0.18 METER(0.6 FOOT) SOUTH OF THE NORTH END OF THE EAST HEADWALL.
 OJ0073'THE MARK IS 1.5 M BELOW HIGHWAY.
 OJ0073
 OJ0073                          STATION RECOVERY (1994)
 OJ0073
 OJ0073'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0073'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0631 ***********************************************************************
 NE0631  DESIGNATION -  COBO USLS
 NE0631  PID         -  NE0631
 NE0631  STATE/COUNTY-  MI/WAYNE
 NE0631  USGS QUAD   -  DETROIT (1980)
 NE0631
 NE0631                         *CURRENT SURVEY CONTROL
 NE0631  ___________________________________________________________________
 NE0631* NAD 83(1986)-  42 19 28.     (N)    083 03 04.     (W)     SCALED    
 NE0631* NAVD 88     -       176.869  (meters)     580.28   (feet)  ADJUSTED  
 NE0631  ___________________________________________________________________
 NE0631  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0631  DYNAMIC HT  -         176.816 (meters)     580.10  (feet)  COMP
 NE0631  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 NE0631
 NE0631  VERT ORDER  -  FIRST     CLASS 0
 NE0631
 NE0631.The horizontal coordinates were scaled from a topographic map and have
 NE0631.an estimated accuracy of +/- 6 seconds.
 NE0631
 NE0631.The orthometric height was determined by differential leveling
 NE0631.and adjusted by the National Geodetic Survey in June 1991..
 NE0631
 NE0631.The geoid height was determined by GEOID03.
 NE0631
 NE0631.The dynamic height is computed by dividing the NAVD 88
 NE0631.geopotential number by the normal gravity value computed on the
 NE0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0631.degrees latitude (g = 980.6199 gals.).
 NE0631
 NE0631.The modeled gravity was interpolated from observed gravity values.
 NE0631
 NE0631;                    North         East    Units  Estimated Accuracy
 NE0631;SPC MI S     -    92,430.    4,108,430.      MT  (+/- 180 meters Scaled)
 NE0631
 NE0631                          SUPERSEDED SURVEY CONTROL
 NE0631
 NE0631  NGVD 29 (??/??/92)  177.041  (m)          580.84   (f) ADJ UNCH    1 0
 NE0631
 NE0631.Superseded values are not recommended for survey control.
 NE0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0631.See file dsdata.txt to determine how the superseded data were derived.
 NE0631
 NE0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG309878(NAD 83)
 NE0631_MARKER: B = BOLT
 NE0631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0631_SP_SET: WALL
 NE0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0631
 NE0631  HISTORY     - Date     Condition        Report By
 NE0631  HISTORY     - 1970     MONUMENTED       USLS
 NE0631  HISTORY     - 1970     GOOD             USLS
 NE0631  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0631  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0631
 NE0631                          STATION DESCRIPTION
 NE0631
 NE0631'DESCRIBED BY US LAKE SURVEY 1970
 NE0631'AT DETROIT.
 NE0631'COBO IS AT DETROIT, WAYNE COUNTY, MICHIGAN ON NORTH SIDE OF DETROIT
 NE0631'RIVER, JUST SOUTHWEST OF COBO HALL, 190.4 FEET NORTHEAST OF
 NE0631'SOUTHWEST FACE OF RETAINING WALL, 98.0 FEET SOUTH OF A UTILITY
 NE0631'POLE, 98 FEET SOUTHEAST OF CENTERLINE OF CIVIC CENTER DRIVE,
 NE0631'1.3 FEET NORTHWEST OF SOUTHEAST FACE OF RETAINING WALL, BEING
 NE0631'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET INTO
 NE0631'THE TOP OF THE CONCRETE RETAINING WALL.  NOTE-- PREV. DESIG.
 NE0631'BM COBO 1970.
 NE0631
 NE0631                          STATION RECOVERY (1980)
 NE0631
 NE0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0631'MEN WORKING IN AREA OF MARK
 NE0631
 NE0631                          STATION RECOVERY (1999)
 NE0631
 NE0631'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0885 ***********************************************************************
 MC0885  DESIGNATION -  COBRA USLS
 MC0885  PID         -  MC0885
 MC0885  STATE/COUNTY-  MI/MONROE
 MC0885  USGS QUAD   -  STONY POINT (1978)
 MC0885
 MC0885                         *CURRENT SURVEY CONTROL
 MC0885  ___________________________________________________________________
 MC0885* NAD 83(1986)-  41 55 12.     (N)    083 20 18.     (W)     SCALED    
 MC0885* NAVD 88     -       175.309  (meters)     575.16   (feet)  ADJUSTED  
 MC0885  ___________________________________________________________________
 MC0885  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0885  DYNAMIC HT  -         175.246 (meters)     574.95  (feet)  COMP
 MC0885  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 MC0885
 MC0885  VERT ORDER  -  FIRST     CLASS 0
 MC0885
 MC0885.The horizontal coordinates were scaled from a topographic map and have
 MC0885.an estimated accuracy of +/- 6 seconds.
 MC0885
 MC0885.The orthometric height was determined by differential leveling
 MC0885.and adjusted by the National Geodetic Survey in June 1991..
 MC0885
 MC0885.The geoid height was determined by GEOID03.
 MC0885
 MC0885.The dynamic height is computed by dividing the NAVD 88
 MC0885.geopotential number by the normal gravity value computed on the
 MC0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0885.degrees latitude (g = 980.6199 gals.).
 MC0885
 MC0885.The modeled gravity was interpolated from observed gravity values.
 MC0885
 MC0885;                    North         East    Units  Estimated Accuracy
 MC0885;SPC MI S     -    47,180.    4,085,310.      MT  (+/- 180 meters Scaled)
 MC0885
 MC0885                          SUPERSEDED SURVEY CONTROL
 MC0885
 MC0885  NGVD 29 (??/??/92)  175.481  (m)          575.72   (f) ADJ UNCH    1 0
 MC0885
 MC0885.Superseded values are not recommended for survey control.
 MC0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0885.See file dsdata.txt to determine how the superseded data were derived.
 MC0885
 MC0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060435(NAD 83)
 MC0885_MARKER: DD = SURVEY DISK
 MC0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0885_SP_SET: STEEL ROD
 MC0885_STAMPING: COBRA 1969
 MC0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0885
 MC0885  HISTORY     - Date     Condition        Report By
 MC0885  HISTORY     - 1969     MONUMENTED       USLS
 MC0885
 MC0885                          STATION DESCRIPTION
 MC0885
 MC0885'DESCRIBED BY US LAKE SURVEY 1969
 MC0885'IN MONROE.
 MC0885'IS IN MONROE COUNTY, MICHIGAN, AT STERLING STATE PARK, ON WESTERLY
 MC0885'SIDE OF PARK LAGOON, AT THE PARK HEADQUARTERS BUILDING, 73 FEET NORTH
 MC0885'OF B.M. COLORS, 36.7 FEET NORTHEAST OF B.M. 8247-Z, 0.9 FOOT SOUTHWEST
 MC0885'OF UTILITY POLE NO. DE 59 40 66, 1/4-FOOT BELOW THE GROUND SURFACE,
 MC0885'BEING HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 15
 MC0885'FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1926 ***********************************************************************
 MD1926  DESIGNATION -  COLDPORT
 MD1926  PID         -  MD1926
 MD1926  STATE/COUNTY-  MI/BRANCH
 MD1926  USGS QUAD   -  COLDWATER WEST (1960)
 MD1926
 MD1926                         *CURRENT SURVEY CONTROL
 MD1926  ___________________________________________________________________
 MD1926* NAD 83(1994)-  41 56 09.27871(N)    085 02 57.99914(W)     ADJUSTED  
 MD1926* NAVD 88     -       289.7    (meters)     950.     (feet)  GPS OBS   
 MD1926  ___________________________________________________________________
 MD1926  X           -     410,074.414 (meters)                     COMP
 MD1926  Y           -  -4,734,222.970 (meters)                     COMP
 MD1926  Z           -   4,240,482.348 (meters)                     COMP
 MD1926  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 MD1926  ELLIP HEIGHT-         256.32  (meters)          (07/12/02) GPS OBS
 MD1926  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 MD1926
 MD1926  HORZ ORDER  -  FIRST
 MD1926  ELLP ORDER  -  FOURTH    CLASS II
 MD1926
 MD1926.This mark is at Branch Co Mem Airport (D96)
 MD1926
 MD1926.The horizontal coordinates were established by GPS observations
 MD1926.and adjusted by the National Geodetic Survey in September 1995..
 MD1926
 MD1926.The orthometric height was determined by GPS observations and a
 MD1926.high-resolution geoid model.
 MD1926
 MD1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1926
 MD1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1926
 MD1926.The ellipsoidal height was determined by GPS observations
 MD1926.and is referenced to NAD 83.
 MD1926
 MD1926.The geoid height was determined by GEOID03.
 MD1926
 MD1926;                    North         East     Units Scale Factor Converg.
 MD1926;SPC MI S     -    48,650.819 3,943,372.826   MT  1.00004288   -0 27 52.7
 MD1926;SPC MI S     -   159,615.55 12,937,574.89   iFT  1.00004288   -0 27 52.7
 MD1926;UTM  16      - 4,644,500.395   661,705.778   MT  0.99992177   +1 18 13.8
 MD1926
 MD1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1926!SPC MI S     -   0.99995980  x   1.00004288  =   1.00000268
 MD1926!UTM  16      -   0.99995980  x   0.99992177  =   0.99988157
 MD1926
 MD1926:                Primary Azimuth Mark                     Grid Az
 MD1926:SPC MI S     -  COLDPORT AZ MK                           244 17 32.9
 MD1926:UTM  16      -  COLDPORT AZ MK                           242 31 26.4
 MD1926
 MD1926|---------------------------------------------------------------------|
 MD1926| PID    Reference Object                     Distance      Geod. Az  |
 MD1926|                                                           dddmmss.s |
 MD1926| MD1927 COLDPORT AZ MK                      APPROX. 0.6 KM 2434940.2 |
 MD1926|---------------------------------------------------------------------|
 MD1926
 MD1926                          SUPERSEDED SURVEY CONTROL
 MD1926
 MD1926  ELLIP H (09/20/95)  256.33   (m)                       GP(       ) 1 2
 MD1926  NAD 83(1986)-  41 56 09.27680(N)    085 02 58.01577(W) AD(       ) 1
 MD1926  NAD 83(1986)-  41 56 09.27745(N)    085 02 57.99963(W) AD(       ) 3
 MD1926  NGVD 29 (03/27/91)  289.8    (m)          951.     (f) GPS OBS        
 MD1926
 MD1926.Superseded values are not recommended for survey control.
 MD1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1926.See file dsdata.txt to determine how the superseded data were derived.
 MD1926
 MD1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6170644500(NAD 83)
 MD1926_MARKER: I = METAL ROD
 MD1926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1926_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1926_STAMPING: COLDPORT 1989
 MD1926_MARK LOGO: NGS   
 MD1926_PROJECTION: FLUSH
 MD1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1926+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1994
 MD1926_ROD/PIPE-DEPTH: 18.2 meters
 MD1926_SLEEVE-DEPTH  : 1.0 meters
 MD1926
 MD1926  HISTORY     - Date     Condition        Report By
 MD1926  HISTORY     - 1989     MONUMENTED       NGS
 MD1926  HISTORY     - 19940429 GOOD             NGS
 MD1926
 MD1926                          STATION DESCRIPTION
 MD1926
 MD1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1926'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF COLDWATER,
 MD1926'AT THE COLDWATER BRANCH COUNTY MEMORIAL AIRPORT, IN THE NORTHEAST END
 MD1926'OF THE NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 06-24
 MD1926'AND A PARALLEL TAXIWAY.  OWNERSHIP---BRANCH COUNTY, C/O AIRPORT
 MD1926'MANAGER RON CORNELL, 1125 AIRPORT ROAD, COLDWATER MI 49036.  PHONE IS
 MD1926'(517) 279-7050 OR (517) 278-6516.
 MD1926'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS LOOP 69 AND U.S.
 MD1926'HIGHWAY 12 IN COLDWATER, GO WESTERLY FOR 4.1 KM (2.55 MI) ON HIGHWAY
 MD1926'12 TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH THEN WEST FOR 0.5 KM
 MD1926'(0.30 MI) ON AIRPORT DRIVE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 MD1926'SOUTH FOR 0.1 KM (0.05 MI) ON AN AIRPORT ENTRANCE ROAD, PASSING
 MD1926'BETWEEN THE AIRPORT OFFICE LEFT AND A HANGAR RIGHT, ACROSS AN APRON TO
 MD1926'THE STATION ON THE RIGHT JUST PAST A TAXIWAY RIGHT.
 MD1926'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1926'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 18.2 METERS IN A
 MD1926'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1926'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1926'LOCATED 22.8 M (74.8 FT) NORTHWEST FROM THE CENTER OF A 0.9 METER
 MD1926'METAL DRAIN COVER, 16.7 M (54.8 FT) SOUTH-SOUTHEAST FROM THE
 MD1926'SOUTH-SOUTHEAST EDGE OF AN APRON AND 15.7 M (51.5 FT) WEST-SOUTHWEST
 MD1926'FROM THE WEST-SOUTHWEST EDGE OF A CONNECTING TAXIWAY.
 MD1926'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 MD1926'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MD1926
 MD1926                          STATION RECOVERY (1994)
 MD1926
 MD1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 MD1926'STATION MARK RECOVERED IN GOOD CONDITION.  NO DATA AVAILABLE ON THE
 MD1926'AZIMUTH MARK.  STATION IS LOCATED ABOUT 3.5 KM (2.15 MI)
 MD1926'WEST-SOUTHWEST OF COLDWATER, AT THE BRANCH COUNTY MEMORIAL AIRPORT, IN
 MD1926'THE NORTH CORNER OF A LARGE GRASS AREA, AT THE JUNCTION OF THE APRON
 MD1926'AND THE TAXI LEADING TO RUNWAY 24.  OWNERSHIP--BRANCH COUNTY. AIRPORT
 MD1926'MANAGER IS ROBERT MURFIN, PHONE 517-279-7050.  TO REACH FROM THE
 MD1926'UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND U.S. HIGHWAY 12
 MD1926'(EXIT 13) ON THE EAST SIDE OF COLDWATER, GO WEST ON HIGHWAY 12 THROUGH
 MD1926'TOWN FOR 5.97 KM (3.70 MI) TO A FORK AND STATE HIGHWAY 86 ON THE
 MD1926'RIGHT.  CONTINUE ON HIGHWAY 12 FOR 0.43 KM (0.25 MI) TO A PAVED ROAD
 MD1926'LEFT.  TURN LEFT, SOUTH, ON AIRPORT DRIVE FOR 0.48 KM (0.30 MI) TO A
 MD1926'PAVED DRIVE/TAXI ON THE LEFT JUST AFTER ROUNDING A CURVE.  TURN LEFT,
 MD1926'SOUTHEAST, PASSING BETWEEN HANGARS AND THE AIRPORT OFFICE, ON
 MD1926'DRIVE/TAXI, THEN APRON, FOR 0.11 KM (0.05 MI) TO THE END OF APRON AT
 MD1926'TAXI AND THE STATION ON THE RIGHT.  STATION IS 22.7 M (74.5 FT)
 MD1926'NORTHWEST OF THE CENTER OF A ROUND CATCH BASIN GRATE, 21.6 M (70.9 FT)
 MD1926'SOUTHWEST OF THE TAXI CENTER, 16.7 M (54.8 FT) SOUTHEAST OF THE EDGE
 MD1926'OF THE APRON/TAXI, AND 13.7 M (44.9 FT) SOUTH OF THE CENTER ONE OF
 MD1926'THREE TAXI LIGHTS.  DESCRIBED BY G.R.  HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1927 ***********************************************************************
 MD1927  DESIGNATION -  COLDPORT AZ MK
 MD1927  PID         -  MD1927
 MD1927  STATE/COUNTY-  MI/BRANCH
 MD1927  USGS QUAD   -  COLDWATER WEST (1960)
 MD1927
 MD1927                         *CURRENT SURVEY CONTROL
 MD1927  ___________________________________________________________________
 MD1927* NAD 83(1994)-  41 56 00.21965(N)    085 03 22.68324(W)     ADJUSTED  
 MD1927* NAVD 88     -       291.1    (meters)     955.     (feet)  GPS OBS   
 MD1927  ___________________________________________________________________
 MD1927  X           -     409,524.047 (meters)                     COMP
 MD1927  Y           -  -4,734,459.169 (meters)                     COMP
 MD1927  Z           -   4,240,275.371 (meters)                     COMP
 MD1927  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 MD1927  ELLIP HEIGHT-         257.75  (meters)          (07/17/02) GPS OBS
 MD1927  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 MD1927
 MD1927  HORZ ORDER  -  FIRST
 MD1927  ELLP ORDER  -  FOURTH    CLASS I
 MD1927
 MD1927.The horizontal coordinates were established by GPS observations
 MD1927.and adjusted by the National Geodetic Survey in February 1997..
 MD1927
 MD1927.The orthometric height was determined by GPS observations and a
 MD1927.high-resolution geoid model.
 MD1927
 MD1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1927
 MD1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1927
 MD1927.The ellipsoidal height was determined by GPS observations
 MD1927.and is referenced to NAD 83.
 MD1927
 MD1927.The geoid height was determined by GEOID03.
 MD1927
 MD1927;                    North         East     Units Scale Factor Converg.
 MD1927;SPC MI S     -    48,375.949 3,942,801.879   MT  1.00004360   -0 28 09.5
 MD1927;SPC MI S     -   158,713.74 12,935,701.70   iFT  1.00004360   -0 28 09.5
 MD1927;UTM  16      - 4,644,208.072   661,143.654   MT  0.99991954   +1 17 57.1
 MD1927
 MD1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1927!SPC MI S     -   0.99995958  x   1.00004360  =   1.00000317
 MD1927!UTM  16      -   0.99995958  x   0.99991954  =   0.99987912
 MD1927
 MD1927:                Primary Azimuth Mark                     Grid Az
 MD1927:SPC MI S     -  COLDPORT                                 064 17 33.2
 MD1927:UTM  16      -  COLDPORT                                 062 31 26.6
 MD1927
 MD1927|---------------------------------------------------------------------|
 MD1927| PID    Reference Object                     Distance      Geod. Az  |
 MD1927|                                                           dddmmss.s |
 MD1927| MD1926 COLDPORT                            APPROX. 0.6 KM 0634923.7 |
 MD1927|---------------------------------------------------------------------|
 MD1927
 MD1927                          SUPERSEDED SURVEY CONTROL
 MD1927
 MD1927  ELLIP H (02/03/97)  257.77   (m)                       GP(       ) 4 1
 MD1927  NAD 83(1986)-  41 56 00.21775(N)    085 03 22.69982(W) AD(       ) 1
 MD1927  NAD 83(1986)-  41 56 00.21839(N)    085 03 22.68370(W) AD(       ) 3
 MD1927  NGVD 29 (03/27/91)  291.2    (m)          955.     (f) GPS OBS        
 MD1927
 MD1927.Superseded values are not recommended for survey control.
 MD1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1927.See file dsdata.txt to determine how the superseded data were derived.
 MD1927
 MD1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6114444208(NAD 83)
 MD1927_MARKER: I = METAL ROD
 MD1927_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1927_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1927_STAMPING: COLDPORT AZ MK 1989
 MD1927_MARK LOGO: NGS   
 MD1927_PROJECTION: FLUSH
 MD1927_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1927+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MD1927_ROD/PIPE-DEPTH: 16.5 meters
 MD1927_SLEEVE-DEPTH  : 1.0 meters
 MD1927
 MD1927  HISTORY     - Date     Condition        Report By
 MD1927  HISTORY     - 1989     MONUMENTED       NGS
 MD1927
 MD1927                          STATION DESCRIPTION
 MD1927
 MD1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1927'THE STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) SOUTHWEST OF COLDWATER,
 MD1927'AT THE COLDWATER BRANCH COUNTY MEMORIAL AIRPORT, IN THE SOUTHWEST END
 MD1927'OF THE NORTHEASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN RUNWAY 06-24
 MD1927'AND A PARALLEL TAXIWAY.  OWNERSHIP---BRANCH COUNTY, C/O AIRPORT
 MD1927'MANAGER RON CORNELL, 1125 AIRPORT ROAD, COLDWATER MI 49036.  PHONE IS
 MD1927'(517) 279-7050 OR (517) 278-6516.
 MD1927'TO REACH THE STATION FROM THE JUNCTION OF BUSINESS LOOP 69 AND U.S.
 MD1927'HIGHWAY 12 IN COLDWATER, GO WESTERLY FOR 4.1 KM (2.55 MI) ON HIGHWAY
 MD1927'12 TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH THEN WEST FOR 0.5 KM
 MD1927'(0.30 MI) ON AIRPORT DRIVE TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 MD1927'SOUTH FOR 0.1 KM (0.05 MI) ON AN AIRPORT ENTRANCE ROAD, PASSING THE
 MD1927'AIRPORT OFFICE LEFT AND A HANGAR RIGHT, ACROSS AN APRON TO A PARALLEL
 MD1927'TAXIWAY RIGHT.  TURN RIGHT AND GO SOUTHWEST FOR 0.7 KM (0.45 MI) ON
 MD1927'THE TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE A CONNECTING
 MD1927'TAXIWAY LEFT.
 MD1927'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1927'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 16.5 METERS IN A GREASE
 MD1927'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MD1927'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MD1927'23.2 M (76.1 FT) NORTH FROM THE NORTHEAST END OF A 0.4 METER ROUND
 MD1927'CONCRETE CULVERT UNDER A CONNECTING TAXIWAY, 17.4 M (57.1 FT)
 MD1927'SOUTH-SOUTHEAST FROM THE SOUTH-SOUTHEAST EDGE OF A PARALLEL TAXIWAY
 MD1927'AND 15.7 M (51.5 FT) EAST-NORTHEAST FROM THE EAST-NORTHEAST EDGE OF A
 MD1927'CONNECTING TAXIWAY.
 MD1927'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 MD1927'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0613 ***********************************************************************
 MD0613  DESIGNATION -  COLDWATER
 MD0613  PID         -  MD0613
 MD0613  STATE/COUNTY-  MI/BRANCH
 MD0613  USGS QUAD   -  COLDWATER WEST (1960)
 MD0613
 MD0613                         *CURRENT SURVEY CONTROL
 MD0613  ___________________________________________________________________
 MD0613* NAD 83(1994)-  41 56 25.55540(N)    085 00 02.14571(W)     ADJUSTED  
 MD0613* NAVD 88     -       295.282  (meters)     968.77   (feet)  ADJUSTED  
 MD0613  ___________________________________________________________________
 MD0613  X           -     414,081.590 (meters)                     COMP
 MD0613  Y           -  -4,733,541.376 (meters)                     COMP
 MD0613  Z           -   4,240,859.628 (meters)                     COMP
 MD0613  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 MD0613  ELLIP HEIGHT-         261.86  (meters)          (07/17/02) GPS OBS
 MD0613  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 MD0613  DYNAMIC HT  -         295.176 (meters)     968.42  (feet)  COMP
 MD0613  MODELED GRAV-     980,254.5   (mgal)                       NAVD 88
 MD0613
 MD0613  HORZ ORDER  -  FIRST
 MD0613  VERT ORDER  -  SECOND    CLASS 0
 MD0613  ELLP ORDER  -  FOURTH    CLASS I
 MD0613
 MD0613.The horizontal coordinates were established by GPS observations
 MD0613.and adjusted by the National Geodetic Survey in February 1997..
 MD0613
 MD0613.The orthometric height was determined by differential leveling
 MD0613.and adjusted by the National Geodetic Survey in June 1991..
 MD0613
 MD0613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0613
 MD0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0613
 MD0613.The ellipsoidal height was determined by GPS observations
 MD0613.and is referenced to NAD 83.
 MD0613
 MD0613.The geoid height was determined by GEOID03.
 MD0613
 MD0613.The dynamic height is computed by dividing the NAVD 88
 MD0613.geopotential number by the normal gravity value computed on the
 MD0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0613.degrees latitude (g = 980.6199 gals.).
 MD0613
 MD0613.The modeled gravity was interpolated from observed gravity values.
 MD0613
 MD0613;                    North         East     Units Scale Factor Converg.
 MD0613;SPC MI S     -    49,121.337 3,947,427.824   MT  1.00004159   -0 25 53.1
 MD0613;SPC MI S     -   161,159.24 12,950,878.69   iFT  1.00004159   -0 25 53.1
 MD0613;UTM  16      - 4,645,095.748   665,743.872   MT  0.99993804   +1 20 11.8
 MD0613
 MD0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0613!SPC MI S     -   0.99995893  x   1.00004159  =   1.00000052
 MD0613!UTM  16      -   0.99995893  x   0.99993804  =   0.99989697
 MD0613
 MD0613                          SUPERSEDED SURVEY CONTROL
 MD0613
 MD0613  ELLIP H (02/03/97)  261.88   (m)                       GP(       ) 4 1
 MD0613  NAD 83(1986)-  41 56 25.55347(N)    085 00 02.16193(W) AD(       ) 1
 MD0613  NAD 83(1986)-  41 56 25.55411(N)    085 00 02.14652(W) AD(       ) 3
 MD0613  NAVD 88 (09/30/91)  295.28   (m)          968.8    (f) LEVELING    3  
 MD0613  NGVD 29 (??/??/92)  295.412  (m)          969.20   (f) ADJ UNCH    2 0
 MD0613
 MD0613.Superseded values are not recommended for survey control.
 MD0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0613.See file dsdata.txt to determine how the superseded data were derived.
 MD0613
 MD0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6574445096(NAD 83)
 MD0613_MARKER: DB = BENCH MARK DISK
 MD0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0613_SP_SET: CONCRETE POST
 MD0613_STAMPING: COLDWATER 1934 969.198
 MD0613_MARK LOGO: CGS   
 MD0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0613+STABILITY: SURFACE MOTION
 MD0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0613+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2000
 MD0613
 MD0613  HISTORY     - Date     Condition        Report By
 MD0613  HISTORY     - 1934     MONUMENTED       CGS
 MD0613  HISTORY     - UNK      GOOD             NGS
 MD0613  HISTORY     - 1976     GOOD             MIDH
 MD0613  HISTORY     - 19891204 GOOD             NGS
 MD0613  HISTORY     - 20000426 GOOD             WOOLPT
 MD0613
 MD0613                          STATION DESCRIPTION
 MD0613
 MD0613'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 MD0613'AT COLDWATER.
 MD0613'AT COLDWATER, BRANCH COUNTY, AT THE SOUTHEAST CORNER OF THE
 MD0613'INTERSECTION OF U.S. HIGHWAY 112 AND U.S. HIGHWAY 27, IN THE CITY
 MD0613'PARK, 11.2 FEET WEST OF THE NORTH CORNER OF THE CURB AROUND THE
 MD0613'BASE OF THE CIVIL WAR MEMORIAL, 11.6 FEET SOUTHEAST OF A 20-INCH
 MD0613'MAPLE TREE, AND 11 YARDS EAST OF THE EAST CURB OF U.S. HIGHWAY 27.
 MD0613'A STANDARD DISK, STAMPED 969.198 COLDWATER 1934 AND SET IN THE
 MD0613'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 MD0613
 MD0613                          STATION RECOVERY (1976)
 MD0613
 MD0613'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD0613'RECOVERED IN GOOD CONDITION.
 MD0613
 MD0613                          STATION RECOVERY (1989)
 MD0613
 MD0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 MD0613'RECOVERED IN GOOD CONDITION.
 MD0613
 MD0613                          STATION RECOVERY (2000)
 MD0613
 MD0613'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 MD0613'THE STATION IS LOCATED IN COLDWATER AT THE JUNCTION OF EAST CHICAGO
 MD0613'STREET (US ROUTE 12) AND DIVISION STREET, NEAR THE CIVIL WAR MONUMENT.
 MD0613'OWNERSHIP-- CITY OF COLDWATER, NO PHONE NUMBER. TO REACH THE STATION
 MD0613'FROM THE JUNCTION OF INTERSTATE 69/STATE ROUTE 27 AND CHICAGO ROAD (US
 MD0613'ROUTE 12) , PROCEED WEST 1.45 MI (2.33 KM) ALONG CHICAGO ROAD TO THE
 MD0613'JUNCTION OF DIVISION STREET AND THE STATION ON THE LEFT. THE STATION
 MD0613'IS LOCATED 7.182 M (23.563 FT) SOUTH 03 DEGREES EAST OF A LIGHT POLE,
 MD0613'6.992 M (22.940 FT) NORTH 79 DEGREES WEST OF A 1.2 FT (0.4 M) DIAMTER
 MD0613'TREE, 3.960 M (12.992 FT) NORTH 08 DEGREES WEST OF THE NORTHWEST
 MD0613'CORNER OF THE CIVIL WAR MONUMENT, AND IS 3.910 M (12.828 FT) SOUTH 53
 MD0613'DEGREES EAST FROM A 1 M (3.3 FT) TALL CONCRETE POST.  THE STATION IS A
 MD0613'STANDARD US COAST AND GEODETIC SURVEY BENCHMARK DISK
 MD0613'STAMPED--COLDWATER 969.198 1934-- SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1871 ***********************************************************************
 MD1871  DESIGNATION -  COLDWATER CABLE TV MAST
 MD1871  PID         -  MD1871
 MD1871  STATE/COUNTY-  MI/BRANCH
 MD1871  USGS QUAD   -  COLDWATER EAST (1960)
 MD1871
 MD1871                         *CURRENT SURVEY CONTROL
 MD1871  ___________________________________________________________________
 MD1871* NAD 83(1994)-  41 56 18.82751(N)    084 57 11.81597(W)     ADJUSTED  
 MD1871* NAVD 88     -                                                        
 MD1871  ___________________________________________________________________
 MD1871  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 MD1871  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 MD1871
 MD1871  HORZ ORDER  -  THIRD
 MD1871
 MD1871.The horizontal coordinates were established by classical geodetic methods
 MD1871.and adjusted by the National Geodetic Survey in February 1997..
 MD1871
 MD1871
 MD1871.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1871
 MD1871.The geoid height was determined by GEOID03.
 MD1871
 MD1871;                    North         East     Units Scale Factor Converg.
 MD1871;SPC MI S     -    48,885.314 3,951,350.078   MT  1.00004213   -0 23 57.2
 MD1871;SPC MI S     -   160,384.89 12,963,746.98   iFT  1.00004213   -0 23 57.2
 MD1871;UTM  16      - 4,644,980.840   669,671.164   MT  0.99995425   +1 22 05.6
 MD1871
 MD1871                          SUPERSEDED SURVEY CONTROL
 MD1871
 MD1871  NAD 83(1986)-  41 56 18.82781(N)    084 57 11.82896(W) AD(       ) 4
 MD1871  NAD 27      -  41 56 18.66065(N)    084 57 11.93899(W) AD(       ) 3
 MD1871
 MD1871.Superseded values are not recommended for survey control.
 MD1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1871.See file dsdata.txt to determine how the superseded data were derived.
 MD1871
 MD1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6967144981(NAD 83)
 MD1871_MARKER: 42 = RADIO/TV MAST
 MD1871
 MD1871  HISTORY     - Date     Condition        Report By
 MD1871  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1871
 MD1871                          STATION DESCRIPTION
 MD1871
 MD1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1871'COLDWATER, CABLE TELEVISION MAST IS LOCATED ABOUT 2 MILES EAST
 MD1871'OF COLDWATER.  IT
 MD1871'IS OWNED AND OPERATED BY COLDWATER CABLEVISION INCORPORATED, 364
 MD1871'MARSHALL STREET, COLDWATER, MICHIGAN.
 MD1871'
 MD1871'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 MD1871'ALTERNATELY RED
 MD1871'AND WHITE, LIGHTED, AND HAS NUMEROUS ANTENNAE NEAR
 MD1871'THE TOP.  IT HAS AN OVERALL HEIGHT
 MD1871'OF 403 FEET.
 MD1871'
 MD1871'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 MD1871'
 MD1871'NOTE- AT THE TIME THIS STATION WAS VISITED IT WAS STATED THAT
 MD1871'THIS MAST WOULD BE
 MD1871'TORN DOWN AND REPLACED BY A TALLER ONE IN THE
 MD1871'VERY NEAR FUTURE.  POINT SELECTED FOR
 MD1871'THE NEW ONE WAS ABOUT 10 FEET
 MD1871'TO THE EAST OF THE PRESENT ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0200 ***********************************************************************
 DI0200  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0200  DESIGNATION -  COLDWATER CORS ARP
 DI0200  CORS_ID     -  MICW
 DI0200  PID         -  DI0200
 DI0200  STATE/COUNTY-  MI/BRANCH
 DI0200  USGS QUAD   -  COLDWATER EAST (1960)
 DI0200
 DI0200                         *CURRENT SURVEY CONTROL
 DI0200  ___________________________________________________________________
 DI0200* NAD 83(CORS)-  41 56 22.92731(N)    084 58 47.46237(W)     ADJUSTED  
 DI0200* NAVD 88     -                                                        
 DI0200  ___________________________________________________________________
 DI0200  EPOCH DATE  -        2002.00
 DI0200  X           -     415,800.572 (meters)                     COMP
 DI0200  Y           -  -4,733,449.327 (meters)                     COMP
 DI0200  Z           -   4,240,803.101 (meters)                     COMP
 DI0200  ELLIP HEIGHT-         267.53  (meters)          (06/??/06) GPS OBS
 DI0200  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DI0200
 DI0200  HORZ ORDER  -  SPECIAL (CORS)
 DI0200  ELLP ORDER  -  SPECIAL (CORS)
 DI0200
 DI0200.ITRF positions are available for this station.
 DI0200.The coordinates were established by GPS observations
 DI0200.and adjusted by the National Geodetic Survey in June 2006..
 DI0200.The coordinates are valid at the epoch date displayed above.
 DI0200.The epoch date for horizontal control is a decimal equivalence
 DI0200.of Year/Month/Day.
 DI0200
 DI0200
 DI0200.The PID for the CORS L1 Phase Center is DI0201.
 DI0200
 DI0200.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0200
 DI0200.The ellipsoidal height was determined by GPS observations
 DI0200.and is referenced to NAD 83.
 DI0200
 DI0200.The geoid height was determined by GEOID03.
 DI0200
 DI0200;                    North         East     Units Scale Factor Converg.
 DI0200;SPC MI S     -    49,027.508 3,949,147.630   MT  1.00004180   -0 25 02.2
 DI0200;SPC MI S     -   160,851.40 12,956,521.10   iFT  1.00004180   -0 25 02.2
 DI0200
 DI0200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0200!SPC MI S     -   0.99995804  x   1.00004180  =   0.99999984
 DI0200
 DI0200                          SUPERSEDED SURVEY CONTROL
 DI0200
 DI0200.No superseded survey control is available for this station.
 DI0200
 DI0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6746645055(NAD 83)
 DI0200_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0200
 DI0200                          STATION DESCRIPTION
 DI0200
 DI0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0200'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0200'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0200'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0200'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0200'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0201 ***********************************************************************
 DI0201  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0201  DESIGNATION -  COLDWATER CORS L1 PHASE CENTER
 DI0201  CORS_ID     -  MICW
 DI0201  PID         -  DI0201
 DI0201  STATE/COUNTY-  MI/BRANCH
 DI0201  USGS QUAD   -  COLDWATER EAST (1960)
 DI0201
 DI0201                         *CURRENT SURVEY CONTROL
 DI0201  ___________________________________________________________________
 DI0201* NAD 83(CORS)-  41 56 22.92739(N)    084 58 47.46231(W)     ADJUSTED  
 DI0201* NAVD 88     -                                                        
 DI0201  ___________________________________________________________________
 DI0201  EPOCH DATE  -        2002.00
 DI0201  X           -     415,800.580 (meters)                     COMP
 DI0201  Y           -  -4,733,449.399 (meters)                     COMP
 DI0201  Z           -   4,240,803.169 (meters)                     COMP
 DI0201  ELLIP HEIGHT-         267.63  (meters)          (06/??/06) GPS OBS
 DI0201  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DI0201
 DI0201  HORZ ORDER  -  SPECIAL (CORS)
 DI0201  ELLP ORDER  -  SPECIAL (CORS)
 DI0201
 DI0201.ITRF positions are available for this station.
 DI0201.The coordinates were established by GPS observations
 DI0201.and adjusted by the National Geodetic Survey in June 2006..
 DI0201.The coordinates are valid at the epoch date displayed above.
 DI0201.The epoch date for horizontal control is a decimal equivalence
 DI0201.of Year/Month/Day.
 DI0201
 DI0201
 DI0201.The PID for the CORS ARP is DI0200.
 DI0201
 DI0201.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0201
 DI0201.The ellipsoidal height was determined by GPS observations
 DI0201.and is referenced to NAD 83.
 DI0201
 DI0201.The geoid height was determined by GEOID03.
 DI0201
 DI0201;                    North         East     Units Scale Factor Converg.
 DI0201;SPC MI S     -    49,027.511 3,949,147.632   MT  1.00004180   -0 25 02.2
 DI0201;SPC MI S     -   160,851.41 12,956,521.10   iFT  1.00004180   -0 25 02.2
 DI0201
 DI0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0201!SPC MI S     -   0.99995803  x   1.00004180  =   0.99999982
 DI0201
 DI0201                          SUPERSEDED SURVEY CONTROL
 DI0201
 DI0201.No superseded survey control is available for this station.
 DI0201
 DI0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6746645055(NAD 83)
 DI0201_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0201
 DI0201                          STATION DESCRIPTION
 DI0201
 DI0201'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0201'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0201'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0201'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0201'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0201'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1468 ***********************************************************************
 MD1468  DESIGNATION -  COLDWATER NW MUN TANK
 MD1468  PID         -  MD1468
 MD1468  STATE/COUNTY-  MI/BRANCH
 MD1468  USGS QUAD   -  COLDWATER WEST (1960)
 MD1468
 MD1468                         *CURRENT SURVEY CONTROL
 MD1468  ___________________________________________________________________
 MD1468* NAD 83(1994)-  41 57 07.98251(N)    085 00 55.38277(W)     ADJUSTED  
 MD1468* NAVD 88     -                                                        
 MD1468  ___________________________________________________________________
 MD1468  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 MD1468  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 MD1468
 MD1468  HORZ ORDER  -  THIRD
 MD1468
 MD1468.The horizontal coordinates were established by classical geodetic methods
 MD1468.and adjusted by the National Geodetic Survey in February 1997..
 MD1468
 MD1468
 MD1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1468
 MD1468.The geoid height was determined by GEOID03.
 MD1468
 MD1468;                    North         East     Units Scale Factor Converg.
 MD1468;SPC MI S     -    50,439.713 3,946,211.550   MT  1.00003826   -0 26 29.3
 MD1468;SPC MI S     -   165,484.62 12,946,888.29   iFT  1.00003826   -0 26 29.3
 MD1468;UTM  16      - 4,646,375.831   664,487.627   MT  0.99993294   +1 19 37.3
 MD1468
 MD1468                          SUPERSEDED SURVEY CONTROL
 MD1468
 MD1468  NAD 83(1986)-  41 57 07.98237(N)    085 00 55.39449(W) AD(       ) 4
 MD1468  NAD 27      -  41 57 07.82036(N)    085 00 55.50535(W) AD(       ) 3
 MD1468
 MD1468.Superseded values are not recommended for survey control.
 MD1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1468.See file dsdata.txt to determine how the superseded data were derived.
 MD1468
 MD1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6448846376(NAD 83)
 MD1468_MARKER: 53 = ELEVATED TANK
 MD1468
 MD1468  HISTORY     - Date     Condition        Report By
 MD1468  HISTORY     - 1970     FIRST OBSERVED   NGS
 MD1468
 MD1468                          STATION DESCRIPTION
 MD1468
 MD1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1468'COLDWATER, NORTHWEST MUNICIPAL WATER TANK IS LOCATED IN THE EXTREME
 MD1468'NORTHWEST PART OF
 MD1468'COLDWATER, ABOUT 0.2 MILE EAST OF THE INTERSECTION
 MD1468'OF WESTERN AVENUE NORTH AND BISHOP
 MD1468'AVENUE, AND JUST NORTH
 MD1468'OF THE LAKE JUNIOR HIGH SCHOOL.  IT IS A 10-LEGGED
 MD1468'STEEL STRUCTURE,
 MD1468'PAINTED LIGHT BLUE, WITH AN ELLIPSOIDAL TANK, AND HAS AN OVERALL
 MD1468'HEIGHT OF 155
 MD1468'FEET.
 MD1468'
 MD1468'POINT INTERSECTED WAS THE RED LIGHT ATOP THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1016 ***********************************************************************
 OJ1016  DESIGNATION -  COLE
 OJ1016  PID         -  OJ1016
 OJ1016  STATE/COUNTY-  MI/TUSCOLA
 OJ1016  USGS QUAD   -  GILFORD (1973)
 OJ1016
 OJ1016                         *CURRENT SURVEY CONTROL
 OJ1016  ___________________________________________________________________
 OJ1016* NAD 83(1994)-  43 26 54.21125(N)    083 31 22.87116(W)     ADJUSTED  
 OJ1016* NAVD 88     -       241.04   (+/-2cm)     790.8    (feet)  VERTCON   
 OJ1016  ___________________________________________________________________
 OJ1016  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 OJ1016  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OJ1016  OBS GRAVITY -     980,407.5   (mgal)                       GRAV_OBS
 OJ1016
 OJ1016  HORZ ORDER  -  FIRST
 OJ1016  VERT ORDER  -  THIRD ? (See Below)
 OJ1016
 OJ1016.The horizontal coordinates were established by classical geodetic methods
 OJ1016.and adjusted by the National Geodetic Survey in February 1997..
 OJ1016
 OJ1016.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1016.The vertical order pertains to the NGVD 29 superseded value.
 OJ1016
 OJ1016.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1016
 OJ1016.The geoid height was determined by GEOID03.
 OJ1016.The observed gravity was obtained from relative gravimeter ties
 OJ1016.to the IGSN71 gravity network.
 OJ1016
 OJ1016;                    North         East     Units Scale Factor Converg.
 OJ1016;SPC MI S     -   216,770.099 4,068,285.244   MT  0.99995519   +0 34 26.9
 OJ1016;SPC MI S     -   711,187.99 13,347,392.53   iFT  0.99995519   +0 34 26.9
 OJ1016;UTM  17      - 4,813,702.073   295,850.839   MT  1.00011268   -1 44 08.5
 OJ1016
 OJ1016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1016!SPC MI S     -   0.99996757  x   0.99995519  =   0.99992276
 OJ1016!UTM  17      -   0.99996757  x   1.00011268  =   1.00008025
 OJ1016
 OJ1016:                Primary Azimuth Mark                     Grid Az
 OJ1016:SPC MI S     -  RED SCHOOL CENTER CHIMNEY                009 10 29.6
 OJ1016:UTM  17      -  RED SCHOOL CENTER CHIMNEY                011 29 05.0
 OJ1016
 OJ1016|---------------------------------------------------------------------|
 OJ1016| PID    Reference Object                     Distance      Geod. Az  |
 OJ1016|                                                           dddmmss.s |
 OJ1016| CH0907 RED SCHOOL CENTER CHIMNEY                          0094456.5 |
 OJ1016| CH0906 COLE AZ MK                                         0235051.0 |
 OJ1016| OJ1158 COLE AZ MK 2                        APPROX. 0.6 KM 0463301.2 |
 OJ1016| OJ0926 CARO                                APPROX.17.6 KM 0525836.7 |
 OJ1016| OJ1159 COLE RM 1                            35.387 METERS 06004     |
 OJ1016| OJ1012 WAHJAMEGA EPILEPTIC INST STACK      APPROX. 6.5 KM 0845328.0 |
 OJ1016| OJ1013 CARO STATE HOSPITAL TANK            APPROX. 6.6 KM 0851552.0 |
 OJ1016| OJ1160 COLE RM 2                            35.387 METERS 16310     |
 OJ1016| OJ1017 VASSAR MUNICIPAL STANDPIPE          APPROX.10.0 KM 2111357.6 |
 OJ1016|---------------------------------------------------------------------|
 OJ1016
 OJ1016                          SUPERSEDED SURVEY CONTROL
 OJ1016
 OJ1016  NAD 83(1986)-  43 26 54.20108(N)    083 31 22.89978(W) AD(       ) 1
 OJ1016  NAD 27      -  43 26 54.12100(N)    083 31 23.05800(W) AD(       ) 1
 OJ1016  NGVD 29 (07/19/86)  241.19   (m)          791.3    (f) LEVELING    3  
 OJ1016
 OJ1016.Superseded values are not recommended for survey control.
 OJ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1016.See file dsdata.txt to determine how the superseded data were derived.
 OJ1016
 OJ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9585113702(NAD 83)
 OJ1016_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1016_SP_SET: SQUARE CONCRETE MONUMENT
 OJ1016_STAMPING: COLE 1932
 OJ1016_MARK LOGO: CGS   
 OJ1016_PROJECTION: RECESSED 12 CENTIMETERS
 OJ1016_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1016+STABILITY: SURFACE MOTION
 OJ1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1016+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1982
 OJ1016
 OJ1016  HISTORY     - Date     Condition        Report By
 OJ1016  HISTORY     - 1932     MONUMENTED       CGS
 OJ1016  HISTORY     - 1932     GOOD             CGS
 OJ1016  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OJ1016  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OJ1016  HISTORY     - 19821013 GOOD             NGS
 OJ1016  HISTORY     - 19821013 GOOD             NGS
 OJ1016  HISTORY     - 19990530 GOOD             USPSQD
 OJ1016
 OJ1016                          STATION DESCRIPTION
 OJ1016
 OJ1016'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1016'ABOUT 9 MILES E OF REESE, 8 MILES W OF CARO, IN THE VILLAGE OF
 OJ1016'WATROUSVILLE, IN NE 1/4 SEC. 16, T.
 OJ1016'12 N., R. 8 E. ON LAND OWNED BY MAURICE COLE, IN HIS
 OJ1016'BARNYARD ON W SIDE OF ROAD
 OJ1016'WHICH IS ON OPPOSITE SIDE FROM HIS HOUSE,
 OJ1016'58 FEET W OF CENTER LINE OF ROAD, 37.3 FEET
 OJ1016'ENE OF SE CORNER OF BARN,
 OJ1016'AND 65.3 FEET SE OF NE CORNER OF BARN.  TO REACH FROM CARO, GO
 OJ1016'W 8 MILES ON
 OJ1016'ROUTE M 81 TO CROSSROADS AT WATROUSVILLE, AND PROCEED S
 OJ1016'0.25 MILE ON GRAVEL COUNTY
 OJ1016'ROAD TO SUMMIT OF GRADE AND STATION SITE.
 OJ1016'
 OJ1016'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 OJ1016'NOTES 1A AND 7A.
 OJ1016'UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE
 OJ1016'AND AZIMUTH MARKS ARE BRONZE
 OJ1016'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ1016'
 OJ1016'REFERENCE MARK 1 PROJECTS 4 INCHES, IS ON RIGHT-OF-WAY OF
 OJ1016'COUNTY ROAD, 23
 OJ1016'FEET E OF CENTER LINE OF ROAD, 11 FEET S OF 15-INCH
 OJ1016'MAPLE TREE, 70 YARDS NW OF COLES
 OJ1016'RESIDENCE, AND 94.45 FEET FROM STATION
 OJ1016'IN AZIMUTH 240 DEG 03 MIN.
 OJ1016'
 OJ1016'REFERENCE MARK 2 PROJECTS 3 INCHES, IS 28 FEET W OF CENTER LINE
 OJ1016'OF ROAD, ON LINE
 OJ1016'WITH FENCE AT N SIDE OF COLES YARD ON E SIDE OF
 OJ1016'ROAD, AND 116.10 FEET FROM STATION
 OJ1016'IN AZIMUTH 343 DEG 00 MIN.
 OJ1016'
 OJ1016'AZIMUTH MARK PROJECTS 6 INCHES, IS AT TOP OF SOUTH BANK OF
 OJ1016'ROUTE M 81, 44
 OJ1016'FEET S OF CENTER LINE OF PAVEMENT, 5 FEET E OF POLE,
 OJ1016'ABOUT 0.1 MILE E OF CROSS ROAD,
 OJ1016'DIRECTLY ACROSS HIGHWAY FROM DOOR OF
 OJ1016'METHODIST CHURCH, AND APPROXIMATELY 0.3 MILE FROM
 OJ1016'STATION IN AZIMUTH
 OJ1016'203 DEG 50 MIN 53 SEC.  CENTER OF SMALL CHIMNEY ON E END OF ROOF OF
 OJ1016'RED SCHOOL IS APPROXIMATELY
 OJ1016'0.25 MILE FROM STATION IN AZIMUTH 189 DEG 44 MIN 55 SEC.
 OJ1016
 OJ1016                          STATION RECOVERY (1932)
 OJ1016
 OJ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OJ1016'RECOVERED IN GOOD CONDITION.
 OJ1016
 OJ1016                          STATION RECOVERY (1943)
 OJ1016
 OJ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1016'STATION WAS RECOVERED EXACTLY AS DESCRIBED IN 1932.
 OJ1016'ALL MARKS ARE IN
 OJ1016'EXCELLENT CONDITION AND THE DISTANCES WERE CHECKED
 OJ1016'AND FOUND CORRECT.  THE COMPLETE
 OJ1016'DESCRIPTION FOLLOWS-
 OJ1016'
 OJ1016'THE STATION IS LOCATED 8 MILES W OF CARO IN THE VILLAGE OF
 OJ1016'WATROUSVILLE.  IT
 OJ1016'IS IN THE NE 1/4 SEC. 16, T. 12 N., R. 8 E., ON LAND
 OJ1016'OWNED BY MAURICE COLE.  THE MARK IS
 OJ1016'SET IN THE BARNYARD OPPOSITE THE
 OJ1016'COLE RESIDENCE, 58 FEET W OF THE CENTER LINE OF THE
 OJ1016'GRAVELED ROAD,
 OJ1016'37 FEET ENE OF THE SE CORNER OF THE BARN AND 65.3 FEET SE OF THE NE
 OJ1016'CORNER OF THE
 OJ1016'BARN.  SURFACE, AND UNDERGROUND MARKS ARE BRONZE STATION
 OJ1016'DISKS SET IN CONCRETE AS
 OJ1016'DESCRIBED IN NOTES 1A AND 7A.  THE
 OJ1016'UPPER DISK IS FLUSH WITH THE SURFACE OF THE
 OJ1016'GROUND AND IS STAMPED
 OJ1016'COLE 1932.
 OJ1016'
 OJ1016'REFERENCE MARKS AND THE AZIMUTH MARK ARE BRONZE REFERENCE DISKS
 OJ1016'IN CONCRETE AS
 OJ1016'DESCRIBED IN NOTE 11A.
 OJ1016'
 OJ1016'REFERENCE MARK 1 IS ON THE RIGHT-OF-WAY OF THE COUNTY ROAD, 23
 OJ1016'FEET E OF THE
 OJ1016'CENTER LINE OF THE ROAD, 11 FEET S OF A 15-INCH MAPLE
 OJ1016'TREE AND ABOUT 70 YARDS NW OF
 OJ1016'THE COLE RESIDENCE.  THE MARK IS
 OJ1016'28.788 METERS, 94.45 FEET, ENE OF THE STATION.
 OJ1016'STAMPED COLE NO 1
 OJ1016'1932.  NOTE 11A.
 OJ1016'
 OJ1016'REFERENCE MARK 2 IS 28 FEET W OF THE CENTER LINE OF THE COUNTY
 OJ1016'ROAD ON LINE WITH
 OJ1016'THE DRIVEWAY INTO THE COLE FARMHOUSE.  THE MARK
 OJ1016'IS 35.387 METERS, 116.10 FEET, SE OF
 OJ1016'THE STATION.  STAMPED COLE NO
 OJ1016'2 1943.
 OJ1016'
 OJ1016'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NNE OF THE STATION.
 OJ1016'IT IS SET ON THE S
 OJ1016'ROAD BANK OF STATE HIGHWAY 81 ACROSS THE ROAD
 OJ1016'FROM THE WATROUSVILLE METHODIST
 OJ1016'CHURCH.  IT IS 44 FEET S OF THE
 OJ1016'CENTER LINE OF ROUTE 81 AND 2.2 FEET SE OF A
 OJ1016'REFERENCE POST.  STAMPED
 OJ1016'COLE AZIMUTH 1932.
 OJ1016'
 OJ1016'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE VILLAGE
 OJ1016'OF WATROUSVILLE,
 OJ1016'GO S ON A GRAVELED COUNTY ROAD FOR 0.25 MILE TO THE
 OJ1016'STATION ON THE RIGHT AS DESCRIBED.
 OJ1016'
 OJ1016'TO REACH THE AZIMUTH MARK FROM THE STATION GO N ON THE GRAVELED
 OJ1016'COUNTY ROAD FOR
 OJ1016'0.25 MILE TO STATE HIGHWAY 81, TURN RIGHT AND GO 0.1
 OJ1016'MILE TO THE MARK ON THE RIGHT AS
 OJ1016'DESCRIBED.
 OJ1016'
 OJ1016'DISTANCES AND DIRECTIONS TAKEN IN 1943.
 OJ1016
 OJ1016                          STATION RECOVERY (1966)
 OJ1016
 OJ1016'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1016'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AT
 OJ1016'THIS TIME.  THERE
 OJ1016'HAS BEEN SOME GRADING IN THE VICINITY OF THE AZIMUTH
 OJ1016'MARK AND THE MARK WAS THOUGHT TO
 OJ1016'HAVE BEEN DESTROYED BY THIS.  THERE WAS
 OJ1016'NOTHING TO ESTABLISH A NEW AZIMUTH MARK FROM AT
 OJ1016'THIS TIME.  THE DESCRIPTION
 OJ1016'IS GOOD WITH THE BELOW CHANGES.
 OJ1016'
 OJ1016'REFERENCE MARK 1 IS 1 FOOT NORTH OF A METAL WITNESS POST.
 OJ1016'
 OJ1016'THE GRAVELED ROAD MENTIONED BY THE STATION IS NOW PAVED AND NAMED
 OJ1016'CARO ROAD.
 OJ1016
 OJ1016                          STATION RECOVERY (1982)
 OJ1016
 OJ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 OJ1016'STATION IS LOCATED IN QUAD. 430833, ABOUT 12.87 KM (8.00 MI) WEST OF
 OJ1016'CARO, 0.40 KM (0.25 MI) SOUTH OF WATROUSVILLE, IN THE NE 1/4 SEC. 16,
 OJ1016'T 12 N, R 8 E ON LAND OWNED BY MR. MAURICE COLE.
 OJ1016'TO REACH FROM THE MAIN CROSSROADS (STATE ROUTE M-81 AND S. RINGLE
 OJ1016'ROAD), GO SOUTH ON S. RINGLE ROAD FOR 0.4 KM (0.2 MI) TO SUMMIT OF
 OJ1016'GRADE AND THE STATION ON RIGHT.
 OJ1016'STATION IS RECESSED 0.12 M (0.39 FT) BELOW THE GROUND.  LOCATED 37.186
 OJ1016'M (122.001 FT) NORTH FROM A UTILITY POLE, 116.10 FT (35.39 M)
 OJ1016'NORTHWEST FROM COLE NO 2 1932, 28.784 M (94.436 FT) SOUTHWEST FROM
 OJ1016'COLE NO 1 1932, 18.776 M (61.601 FT) WEST FROM THE CENTER OF S.
 OJ1016'RINGLE ROAD AND 0.305 M (1.001 FT) WEST FROM A WITNESS POST.
 OJ1016'A TRAVERSE CONNECTION WAS MADE TO THE COLE 1932 AZ 2 1982 USING
 OJ1016'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OJ1016'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1016'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OJ1016
 OJ1016                          STATION RECOVERY (1982)
 OJ1016
 OJ1016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 OJ1016'THE STATION MARK  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1016'CONDITION.  THE AZIMUTH MARK WAS APPARENTLY DESTROYED WHEN DITCH LINE
 OJ1016'WAS GRADED OUT.  A NEW AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.
 OJ1016'THE DESCRIPTION TO THE STATION IS ADEQUATE.
 OJ1016' 
 OJ1016'THE STATION IS A STANDARD CGS DISK STAMPED--COLE 1932--, SET INTO THE
 OJ1016'TOP OF A SQUARE CONCRETE MONUMENT, 15 INCHES (46 CM) IN DIAMETER,
 OJ1016'RECESSED 4 INCHES (12 CM) BELOW THE GROUND.  THE STATION IS LOCATED
 OJ1016'37.186 METERS (122.001 FT) NORTH FROM A UTILITY POLE 18.776 METERS
 OJ1016'(61.601 FT) WEST FROM THE APPROXIMATE CENTER OF S RINGLE RD AND 0.305
 OJ1016'METERS (1.001 FT) WEST FROM A WITNESS POST.
 OJ1016' 
 OJ1016'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--COLE NO 1 1932--,
 OJ1016'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (37 CM) IN
 OJ1016'DIAMETER, PROJECTING 8 INCHES (24 CM) ABOVE THE GROUND.  THE STATION
 OJ1016'IS LOCATED 37.795 METERS (123.999 FT) NORTH FROM A 36 INCH MAPLE
 OJ1016'TREE 31.394 METERS (102.998 FT) SOUTH FROM A 16 INCH APPLE TREE
 OJ1016'7.010 METERS (22.999 FT) EAST FROM THE APPROXIMATE CENTER OF S RINGLE
 OJ1016'RD AND 0.305 METERS (1.001 FT) SOUTH FROM A WITNESS POST AND 0.3
 OJ1016'METERS (1.0 FT) LOWER THAN THE STATION.
 OJ1016' 
 OJ1016'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--COLE NO 2 1932--,
 OJ1016'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (37 CM) IN
 OJ1016'DIAMETER PROJECTING 8 INCHES 24 CM ABOVE THE GROUND.  THE STATION IS
 OJ1016'LOCATED 25.298 METERS (82.999 FT) WEST SOUTHWEST FROM THE 36 INCH
 OJ1016'MAPLE TREE 8.839 METERS (28.999 FT) WEST FROM THE APPROXIMATE CENTER
 OJ1016'OF S RINGLE RD,  3.841 METERS (12.602 FT) NORTH NORTHEAST FROM THE
 OJ1016'UTILITY POLE AND 0.305 METERS (1.001 FT) NORTH FROM A WITNESS POST
 OJ1016'AND 0.3 METER (1.0 FT) HIGHER THAN THE STATION.
 OJ1016' 
 OJ1016'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--COLE 1932 NO
 OJ1016'2 1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 OJ1016'(37 CM) IN DIAMETER, FLUSH WITH GROUND. LOCATED 49.6 FT (15.1 M)
 OJ1016'15.118 METERS (49.600 FT) SOUTH FROM THE APPROXIMATE CENTER OF HIGHWAY
 OJ1016'M-81  11.0 FT (3.4 M) 3.353 METERS (11.001 FT) WEST-NORTHWEST FROM A
 OJ1016'TRIPLE-TRUNKED ELM TREE 7.0 FT (2.1 M) 2.134 METERS (7.001 FT) NORTH
 OJ1016'FROM A CUT OFF UTILITY POLE PROJECTING 5 FT (1.5 M) ABOVE GROUND
 OJ1016'2.0 FT (0.6 M) 0.610 METERS (2.001 FT) NORTH FROM AN 8-INCH ELM TREE
 OJ1016'AND 1.0 FT (0.3 M) 0.305 METERS (1.001 FT) WEST FROM A WITNESS POST.
 OJ1016'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COLE 1932
 OJ1016'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF LIGHT ABOVE
 OJ1016'STATION WAS 1.6 METERS. (5.2 FT).  LOCATED ABOUT 8 MILES (12.9 KM)
 OJ1016'WEST OF CARO IN THE VILLAGE OF WATROUSVILLE.  IT IS IN THE SW 1/4 SEC
 OJ1016'15 T 12 N  R 8 E AND ON HIGHWAY RIGHT OF WAY.  TO REACH FROM THE
 OJ1016'JUNCTION OF STATE HIGHWAY M-81 AND S RINGLE ROAD THE MAIN CROSSROAD IN
 OJ1016'WATROUSVILLE GO EAST ON HIGHWAY 81 FOR 0.25 MILE (0.40 KM) TO THE MARK
 OJ1016'ON RIGHT AS DESCRIBED.
 OJ1016
 OJ1016                          STATION RECOVERY (1999)
 OJ1016
 OJ1016'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1158 ***********************************************************************
 OJ1158  DESIGNATION -  COLE AZ MK 2
 OJ1158  PID         -  OJ1158
 OJ1158  STATE/COUNTY-  MI/TUSCOLA
 OJ1158  USGS QUAD   -  GILFORD (1973)
 OJ1158
 OJ1158                         *CURRENT SURVEY CONTROL
 OJ1158  ___________________________________________________________________
 OJ1158* NAD 83(1994)-  43 27 06.86718(N)    083 31 04.53221(W)     ADJUSTED  
 OJ1158* NAVD 88     -       236.9    (meters)     777.     (feet)  VERTCON   
 OJ1158  ___________________________________________________________________
 OJ1158  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 OJ1158  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OJ1158
 OJ1158  HORZ ORDER  -  THIRD
 OJ1158
 OJ1158.The horizontal coordinates were established by classical geodetic methods
 OJ1158.and adjusted by the National Geodetic Survey in February 1997..
 OJ1158
 OJ1158.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1158
 OJ1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1158
 OJ1158.The geoid height was determined by GEOID03.
 OJ1158
 OJ1158;                    North         East     Units Scale Factor Converg.
 OJ1158;SPC MI S     -   217,164.787 4,068,693.616   MT  0.99995580   +0 34 39.3
 OJ1158;SPC MI S     -   712,482.90 13,348,732.34   iFT  0.99995580   +0 34 39.3
 OJ1158;UTM  17      - 4,814,080.041   296,274.853   MT  1.00011056   -1 43 56.2
 OJ1158
 OJ1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1158!SPC MI S     -   0.99996823  x   0.99995580  =   0.99992403
 OJ1158!UTM  17      -   0.99996823  x   1.00011056  =   1.00007878
 OJ1158
 OJ1158                          SUPERSEDED SURVEY CONTROL
 OJ1158
 OJ1158  NAD 83(1986)-  43 27 06.85702(N)    083 31 04.56082(W) AD(       ) 3
 OJ1158  NGVD 29 (04/09/92)  237.0    (m)          778.     (f) VERT ANG       
 OJ1158
 OJ1158.Superseded values are not recommended for survey control.
 OJ1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1158.See file dsdata.txt to determine how the superseded data were derived.
 OJ1158
 OJ1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9627514080(NAD 83)
 OJ1158_MARKER: DZ = AZIMUTH MARK DISK
 OJ1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1158_SP_SET: CONCRETE POST
 OJ1158_STAMPING: COLE 1932 NO 2 1982
 OJ1158_MARK LOGO: NGS   
 OJ1158_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1158+STABILITY: SURFACE MOTION
 OJ1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1158+SATELLITE: SATELLITE OBSERVATIONS - 1982
 OJ1158
 OJ1158  HISTORY     - Date     Condition        Report By
 OJ1158  HISTORY     - 1982     MONUMENTED       NGS
 OJ1158  HISTORY     - 19990530 GOOD             USPSQD
 OJ1158
 OJ1158                          STATION DESCRIPTION
 OJ1158
 OJ1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 OJ1158'THE STATION IS LOCATED IN QUAD. 430833, ABOUT 12.87 KM (8.00 MI) WEST
 OJ1158'OF CARO, 0.40 KM (0.25 MI) SOUTH OF WATROUSVILLE, IN THE NE 1/4 SEC.
 OJ1158'16, T 12 N, R 8 E ON LAND OWNED BY MR. MAURICE COLE.
 OJ1158'TO REACH FROM THE MAIN CROSSROADS (STATE ROUTE M-81 AND S. RINGLE
 OJ1158'ROAD), GO EAST ON HIGHWAY 81 FOR 0.4 KM (0.2 MI) TO MARK ON RIGHT.
 OJ1158'STATION IS SET SLUSH WITH GROUND.  LOCATED ABOUT 0.57 KM (0.35 MI)
 OJ1158'NORTHEAST FROM STATION COLE 1932, 15.118 M (49.600 FT) SOUTH FROM THE
 OJ1158'CENTER OF STATE ROUTE M-81, 2.134 M (7.001 FT) NORTH FROM A CUT-OFF
 OJ1158'UTILITY POLE, PROJECTING 5 FEET ABOVE THE GROUND, 3.353 M
 OJ1158'(11.001 FT) WEST-NORTHWEST FROM A TRIPLE-TRUNKED ELM TREE, 0.610 M
 OJ1158'(2.001 FT) NORTH FROM A 8 INCH ELM TREE AND 0.305 M (1.001 FT) WEST
 OJ1158'FROM A WITNESS POST.
 OJ1158'A TRAVERSE CONNECTION WAS MADE TO STATION COLE 1932 USING ELECTRONIC
 OJ1158'DISTANCE MEASURING EQUIPMENT.
 OJ1158'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ1158'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 OJ1158
 OJ1158                          STATION RECOVERY (1999)
 OJ1158
 OJ1158'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0205 ***********************************************************************
 SG0205  DESIGNATION -  COLE CREEK LIGHT
 SG0205  PID         -  SG0205
 SG0205  STATE/COUNTY-  MI/HOUGHTON
 SG0205  USGS QUAD   -  HANCOCK (1975)
 SG0205
 SG0205                         *CURRENT SURVEY CONTROL
 SG0205  ___________________________________________________________________
 SG0205* NAD 83(1994)-  47 07 45.12173(N)    088 37 19.83996(W)     ADJUSTED  
 SG0205* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 SG0205  ___________________________________________________________________
 SG0205  LAPLACE CORR-         -12.72  (seconds)                    DEFLEC99
 SG0205  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 SG0205
 SG0205  HORZ ORDER  -  THIRD
 SG0205
 SG0205.The horizontal coordinates were established by classical geodetic methods
 SG0205.and adjusted by the National Geodetic Survey in February 1997..
 SG0205
 SG0205.The orthometric height was scaled from a topographic map.
 SG0205
 SG0205.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0205
 SG0205.The geoid height was determined by GEOID03.
 SG0205
 SG0205;                    North         East     Units Scale Factor Converg.
 SG0205;SPC MI N     -   262,000.503 7,876,928.550   MT  1.00001152   -1 10 21.0
 SG0205;SPC MI N     -   859,581.70 25,842,941.44   iFT  1.00001152   -1 10 21.0
 SG0205;UTM  16      - 5,220,798.425   376,971.809   MT  0.99978602   -1 11 20.5
 SG0205
 SG0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0205!SPC MI N     -   0.99997579  x   1.00001152  =   0.99998731
 SG0205!UTM  16      -   0.99997579  x   0.99978602  =   0.99976182
 SG0205
 SG0205                          SUPERSEDED SURVEY CONTROL
 SG0205
 SG0205  NAD 83(1986)-  47 07 45.11711(N)    088 37 19.81653(W) AD(       ) 4
 SG0205  NAD 27      -  47 07 45.38921(N)    088 37 19.36661(W) AD(       ) 3
 SG0205
 SG0205.Superseded values are not recommended for survey control.
 SG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0205.See file dsdata.txt to determine how the superseded data were derived.
 SG0205
 SG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7697220798(NAD 83)
 SG0205_MARKER: 14 = NAVIGATION LIGHT
 SG0205_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0205
 SG0205  HISTORY     - Date     Condition        Report By
 SG0205  HISTORY     - 1981     FIRST OBSERVED   NOS
 SG0205  HISTORY     - 19990624 GOOD             USPSQD
 SG0205
 SG0205                          STATION DESCRIPTION
 SG0205
 SG0205'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0205'THE STATION, COLE CREEK LIGHT, IS THE CENTER OF THE GREEN LIGHT
 SG0205'ON TOP OF A WHITE TOWER SUPPORTED ON A PILE CLUSTER.  THE LIGHT IS
 SG0205'LISTED AS LIGHT NUMBER 1730 IN THE US COAST GUARD LIGHT LIST
 SG0205'VOLUME NUMBER FOUR.
 SG0205'
 SG0205'THE STATION IS LOCATED NEAR THE SOUTHWEST SHORE OF THE KEWEENAW
 SG0205'WATERWAY JUST OFF THE ENTRANCE TO COLE CREEK AND APPROXIMATELY
 SG0205'2 MILES WEST OF HOUGHTON-HANCOCK.
 SG0205'
 SG0205'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 SG0205'1.9 NAUTICAL MILES TO THE STATION AS DESCRIBED.
 SG0205
 SG0205                          STATION RECOVERY (1999)
 SG0205
 SG0205'RECOVERY NOTE BY US POWER SQUADRON 1999
 SG0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0555 ***********************************************************************
 OK0555  DESIGNATION -  COLEMAN
 OK0555  PID         -  OK0555
 OK0555  STATE/COUNTY-  MI/MIDLAND
 OK0555  USGS QUAD   -  ALAMANDO (1973)
 OK0555
 OK0555                         *CURRENT SURVEY CONTROL
 OK0555  ___________________________________________________________________
 OK0555* NAD 83(1994)-  43 44 32.70285(N)    084 35 08.04826(W)     ADJUSTED  
 OK0555* NAVD 88     -       235.     (meters)     771.     (feet)  SCALED    
 OK0555  ___________________________________________________________________
 OK0555  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 OK0555  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 OK0555
 OK0555  HORZ ORDER  -  FIRST
 OK0555
 OK0555.The horizontal coordinates were established by classical geodetic methods
 OK0555.and adjusted by the National Geodetic Survey in February 1997..
 OK0555
 OK0555.The orthometric height was scaled from a topographic map.
 OK0555
 OK0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0555
 OK0555.The geoid height was determined by GEOID03.
 OK0555
 OK0555;                    North         East     Units Scale Factor Converg.
 OK0555;SPC MI S     -   249,117.907 3,982,366.586   MT  1.00001897   -0 08 56.3
 OK0555;SPC MI S     -   817,315.97 13,065,507.17   iFT  1.00001897   -0 08 56.3
 OK0555;UTM  16      - 4,846,097.450   694,412.973   MT  1.00006491   +1 40 11.6
 OK0555
 OK0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0555!SPC MI S     -   0.99996849  x   1.00001897  =   0.99998746
 OK0555!UTM  16      -   0.99996849  x   1.00006491  =   1.00003340
 OK0555
 OK0555|---------------------------------------------------------------------|
 OK0555| PID    Reference Object                     Distance      Geod. Az  |
 OK0555|                                                           dddmmss.s |
 OK0555| CH0909 COLEMAN RM 1                                       04651     |
 OK0555| OK0507 MIDLAND MUNICIPAL TANK              APPROX.30.3 KM 1171215.7 |
 OK0555| OK0506 MIDLAND DOW CHEM LARGEST STK        APPROX.32.1 KM 1183134.4 |
 OK0555| OK0575 MT PLEASANT SUGAR CO STACK          APPROX.21.1 KM 2272157.5 |
 OK0555| OK0576 MT PLEASANT INDIAN SCHOOL STK       APPROX.21.9 KM 2291153.1 |
 OK0555| CH0908 COLEMAN AZ MK                                      2721508.4 |
 OK0555| CH0910 COLEMAN RM 2                                       30815     |
 OK0555|---------------------------------------------------------------------|
 OK0555
 OK0555                          SUPERSEDED SURVEY CONTROL
 OK0555
 OK0555  NAD 83(1986)-  43 44 32.69832(N)    084 35 08.05939(W) AD(       ) 1
 OK0555  NAD 27      -  43 44 32.59463(N)    084 35 08.01935(W) AD(       ) 1
 OK0555
 OK0555.Superseded values are not recommended for survey control.
 OK0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0555.See file dsdata.txt to determine how the superseded data were derived.
 OK0555
 OK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP9441346097(NAD 83)
 OK0555_MARKER: DS = TRIANGULATION STATION DISK
 OK0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0555_STAMPING: COLEMAN 1932
 OK0555_MARK LOGO: CGS   
 OK0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0555+STABILITY: SURFACE MOTION
 OK0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0555+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0555
 OK0555  HISTORY     - Date     Condition        Report By
 OK0555  HISTORY     - 1932     MONUMENTED       CGS
 OK0555  HISTORY     - 1980     GOOD             MIDH
 OK0555  HISTORY     - 19930317 GOOD             LOCENG
 OK0555  HISTORY     - 20010604 GOOD             USPSQD
 OK0555
 OK0555                          STATION DESCRIPTION
 OK0555
 OK0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0555'ONE MILE DUE SOUTH OF
 OK0555'COLEMAN, 99.8
 OK0555'METERS (327 FEET) EAST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, ON
 OK0555'RISE IN GROUND, APPROXIMATELY 44
 OK0555'METERS (144 FEET) WEST OF 8-INCH ELM TREE ON RIGHT-OF-WAY,
 OK0555'ABOUT 8.9 METERS (29 FEET) SOUTH OF CENTER LINE OF
 OK0555'RIGHT-OF-WAY, 9.3 METERS
 OK0555'(31 FEET) EAST OF FENCE CORNER AT GATE ON SOUTH SIDE OF ROAD, AND 0.2
 OK0555'METER (1 FOOT) NORTH OF PROPERTY
 OK0555'LINE FENCE OF SECTION 32.  TO REACH FROM COLEMAN, GO SOUTH
 OK0555'ACROSS RAILROAD TRACKS AT FIRST
 OK0555'CROSSING WEST OF RAILROAD STATION, JOG LEFT, AND CONTINUE
 OK0555'SOUTH 1.0 MILE TO FOUR-CORNER INTERSECTION.  THIS
 OK0555'INTERSECTION IS COMMON CORNER OF
 OK0555'SECS. 29, 30, 31, AND 32, T. 16 N., R. 2 W.  SURFACE AND UNDERGROUND
 OK0555'MARKS ARE STANDARD DISK
 OK0555'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE AND AZIMUTH
 OK0555'MARKS ARE STANDARD REFERENCE
 OK0555'DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4 INCHES,
 OK0555'IS IN FENCE LINE, 27.6 METERS (91 FEET) EAST OF
 OK0555'FENCE CORNER OF T-FENCE USED TO SEPARATE
 OK0555'ORCHARD FROM CATTLE DRIVEWAY, AND 25.49 METERS (83.6 FEET) (SLOPE)
 OK0555'FROM STATION IN AZIMUTH 226 DEG
 OK0555'50 MIN.  NO. 2 PROJECTS 6 INCHES, IS IN FENCE LINE ACROSS ROAD FROM
 OK0555'STATION, 13.5 METERS (44 FEET) WEST OF
 OK0555'ABOVE-MENTIONED FENCE CORNER, AND 28.50 METERS (93.5
 OK0555'FEET) (SLOPE) FROM STATION IN AZIMUTH 128 DEG 14
 OK0555'MIN.  AZIMUTH MARK PROJECTS 4 INCHES, IS
 OK0555'IN FENCE LINE WHICH FORMS SOUTHERN BOUNDARY OF SECTION 30, 100
 OK0555'METERS (328 FEET) WEST OF
 OK0555'SMALL STONE HOUSE ON SOUTH SIDE OF ROAD, 10 METERS (32 FEET) NORTH OF
 OK0555'CENTER LINE OF SECTION-LINE ROAD,
 OK0555'24 METERS (79 FEET) NORTHEAST OF CORNER POST JUST EAST OF
 OK0555'GATE ON SOUTH SIDE OF ROAD, AND 0.3 MILE FROM
 OK0555'STATION IN AZIMUTH 92 DEG 14 MIN 11 SEC.
 OK0555
 OK0555                          STATION RECOVERY (1980)
 OK0555
 OK0555'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0555'THE STATION WAS FOUND IN GOOD CONDITION.  THE STATION IS ON A HILL
 OK0555'SOUTH OF A EAST WEST ROAD,EAST OF COLEMAN ROAD.
 OK0555'
 OK0555'REFERENCE MARK 1 IS LEANING TO WEST.
 OK0555'
 OK0555'REFERENCE MARK 2 IS IN GOOD CONDITION.
 OK0555
 OK0555                          STATION RECOVERY (1993)
 OK0555
 OK0555'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0555'RECOVERED AS DESCRIBED.
 OK0555
 OK0555                          STATION RECOVERY (2001)
 OK0555
 OK0555'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0555'STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE FOUND. STATION
 OK0555'AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION. REFERENCE MARK 1
 OK0555'WAS LEANING. AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0204 ***********************************************************************
 SG0204  DESIGNATION -  COLES
 SG0204  PID         -  SG0204
 SG0204  STATE/COUNTY-  MI/HOUGHTON
 SG0204  USGS QUAD   -  HANCOCK (1975)
 SG0204
 SG0204                         *CURRENT SURVEY CONTROL
 SG0204  ___________________________________________________________________
 SG0204* NAD 83(1994)-  47 07 39.95600(N)    088 37 11.56656(W)     ADJUSTED  
 SG0204* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 SG0204  ___________________________________________________________________
 SG0204  LAPLACE CORR-         -12.90  (seconds)                    DEFLEC99
 SG0204  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 SG0204
 SG0204  HORZ ORDER  -  THIRD
 SG0204
 SG0204.The horizontal coordinates were established by classical geodetic methods
 SG0204.and adjusted by the National Geodetic Survey in February 1997..
 SG0204
 SG0204.The orthometric height was scaled from a topographic map.
 SG0204
 SG0204.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0204
 SG0204.The geoid height was determined by GEOID03.
 SG0204
 SG0204;                    North         East     Units Scale Factor Converg.
 SG0204;SPC MI N     -   261,837.444 7,877,099.624   MT  1.00001115   -1 10 15.0
 SG0204;SPC MI N     -   859,046.73 25,843,502.70   iFT  1.00001115   -1 10 15.0
 SG0204;UTM  16      - 5,220,635.353   377,142.796   MT  0.99978551   -1 11 14.3
 SG0204
 SG0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0204!SPC MI N     -   0.99997642  x   1.00001115  =   0.99998757
 SG0204!UTM  16      -   0.99997642  x   0.99978551  =   0.99976194
 SG0204
 SG0204:                Primary Azimuth Mark                     Grid Az
 SG0204:SPC MI N     -  QUINCY RADIO MAST                        075 11 09.5
 SG0204:UTM  16      -  QUINCY RADIO MAST                        075 12 08.8
 SG0204
 SG0204|---------------------------------------------------------------------|
 SG0204| PID    Reference Object                     Distance      Geod. Az  |
 SG0204|                                                           dddmmss.s |
 SG0204| SG0201 QUINCY RADIO MAST                   APPROX. 3.3 KM 0740054.5 |
 SG0204| SG0200 HOUGHTON RADIO MAST WHDF            APPROX. 4.2 KM 0785326.2 |
 SG0204| SG0230 OSCEOLA POINT LIGHT                 APPROX. 2.0 KM 1053847.9 |
 SG0204| SG0205 COLE CREEK LIGHT                    236.333 METERS 31227     |
 SG0204|---------------------------------------------------------------------|
 SG0204
 SG0204                          SUPERSEDED SURVEY CONTROL
 SG0204
 SG0204  NAD 83(1986)-  47 07 39.95132(N)    088 37 11.54319(W) AD(       ) 3
 SG0204  NAD 27      -  47 07 40.22376(N)    088 37 11.09330(W) AD(       ) 3
 SG0204
 SG0204.Superseded values are not recommended for survey control.
 SG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0204.See file dsdata.txt to determine how the superseded data were derived.
 SG0204
 SG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7714320635(NAD 83)
 SG0204_MARKER: DD = SURVEY DISK
 SG0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 SG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0204+STABILITY: SURFACE MOTION
 SG0204
 SG0204  HISTORY     - Date     Condition        Report By
 SG0204  HISTORY     - 1981     MONUMENTED       NOS
 SG0204  HISTORY     - 20041031 MARK NOT FOUND   GEOCAC
 SG0204
 SG0204                          STATION DESCRIPTION
 SG0204
 SG0204'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0204'THE STATION IS LOCATED WEST OF HOUGHTON ON A PROMINENT POINT OF
 SG0204'LAND SOUTH OF COLE CREEK.
 SG0204'
 SG0204'TO REACH THE STATION FROM THE JUNCTION OF US 26 AND US 41 IN
 SG0204'HOUGHTON DRIVE WEST ON US 26 FOR 0.6 KILOMETER (0.4 MILE) TO
 SG0204'THE JUNCTION WITH CANAL ROAD ON THE RIGHT.  TURN RIGHT ON CANAL
 SG0204'ROAD AND FOLLOW THE SHORELINE FOR 3.1 KILOMETERS (1.9 MILES) TO
 SG0204'A DIRT ROAD ON THE RIGHT LEADING TO THE POINT.  TURN RIGHT AND
 SG0204'DRIVE 0.2 KILOMETER (0.15 MILE) TO THE POINT AND THE AREA OF THE
 SG0204'STATION.
 SG0204'
 SG0204'THE STATION IS A STANDARD NOS DISK
 SG0204'STAMPED---COLES 1981---,
 SG0204'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 CM IN DIAMETER
 SG0204'FLUSH WITH GROUND.  IT IS LOCATED
 SG0204'24 METERS (80 FT) NORTHWEST FROM FROM THE EXTREME END OF THE
 SG0204'PROMINENT POINT,
 SG0204'3.78 METERS (12.4 FT) NORTH FROM A NAIL AND WASHER IN A 3 INCH
 SG0204'BIRCH TREE, AND
 SG0204'2.859 METERS (9.38 FT) SOUTHEAST FROM A STANDARD NGS WITNESS SIGN
 SG0204'SECURED TO A METAL FENCE POST.
 SG0204'
 SG0204'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 METERS.
 SG0204
 SG0204                          STATION RECOVERY (2004)
 SG0204
 SG0204'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0204'THE SITE LOCATION IS IN AN EPA MITIGATION SITE.
 SG0204' 
 SG0204'THE SOIL (PROCESSED COPPER ORE TAILINGS) IN THIS AREA WAS DEEMED BY
 SG0204'THE EPA TO BE A HEALTH RISK TO HUMANS. THE AREA WAS GRADED AND COVERED
 SG0204'WITH AT LEAST 2 FEET OF EARTH TO SEAL THE CONTAMINATED SOIL, THEN
 SG0204'SEEDED AND FENCED OFF IN 2003.  NO WITNESS POST WAS FOUND ALTHOUGH 3
 SG0204'BIRCH TREES ARE IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0250 ***********************************************************************
 QK0250  DESIGNATION -  COLLAR 4
 QK0250  PID         -  QK0250
 QK0250  STATE/COUNTY-  MI/MACKINAC
 QK0250  USGS QUAD   -  ST IGNACE (1976)
 QK0250
 QK0250                         *CURRENT SURVEY CONTROL
 QK0250  ___________________________________________________________________
 QK0250* NAD 83(1986)-  45 50 58.     (N)    084 43 26.     (W)     SCALED    
 QK0250* NAVD 88     -       179.810  (meters)     589.93   (feet)  ADJUSTED  
 QK0250  ___________________________________________________________________
 QK0250  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0250  DYNAMIC HT  -         179.816 (meters)     589.95  (feet)  COMP
 QK0250  MODELED GRAV-     980,647.5   (mgal)                       NAVD 88
 QK0250
 QK0250  VERT ORDER  -  FIRST     CLASS II
 QK0250
 QK0250.The horizontal coordinates were scaled from a topographic map and have
 QK0250.an estimated accuracy of +/- 6 seconds.
 QK0250
 QK0250.The orthometric height was determined by differential leveling
 QK0250.and adjusted by the National Geodetic Survey in June 1991..
 QK0250
 QK0250.The geoid height was determined by GEOID03.
 QK0250
 QK0250.The dynamic height is computed by dividing the NAVD 88
 QK0250.geopotential number by the normal gravity value computed on the
 QK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0250.degrees latitude (g = 980.6199 gals.).
 QK0250
 QK0250.The modeled gravity was interpolated from observed gravity values.
 QK0250
 QK0250;                    North         East    Units  Estimated Accuracy
 QK0250;SPC MI N     -   121,030.    8,176,760.      MT  (+/- 180 meters Scaled)
 QK0250
 QK0250                          SUPERSEDED SURVEY CONTROL
 QK0250
 QK0250  NGVD 29 (??/??/92)  179.853  (m)          590.07   (f) ADJ UNCH    1 2
 QK0250
 QK0250.Superseded values are not recommended for survey control.
 QK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0250.See file dsdata.txt to determine how the superseded data were derived.
 QK0250
 QK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767798(NAD 83)
 QK0250_MARKER: Z = SEE DESCRIPTION
 QK0250_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0250_SP_SET: BRIDGE
 QK0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0250
 QK0250  HISTORY     - Date     Condition        Report By
 QK0250  HISTORY     - UNK      MONUMENTED       MIDH
 QK0250  HISTORY     - 1934     GOOD             NGS
 QK0250
 QK0250                          STATION DESCRIPTION
 QK0250
 QK0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0250'1.5 MI W FROM ST IGNACE.
 QK0250'1.5 MILES WEST OF ST. IGNACE, MACKINAC COUNTY, AT THE NORTHERN
 QK0250'END OF THE MOLE SECTION COMPRISING THE NORTHERN APPROACH TO
 QK0250'THE PROPOSED STRAITS OF MACKINAC BRIDGE, AT THE NORTHERN POINT
 QK0250'DESIGNATING THE CENTERLINE OF THE BRIDGE, ON THE WEST SIDE OF
 QK0250'THE MANHOLE COLLAR PROTECTING A 2 (MSHD).  THE NUMERAL 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1797 ***********************************************************************
 NF1797  DESIGNATION -  COLLATERAL
 NF1797  PID         -  NF1797
 NF1797  STATE/COUNTY-  MI/CALHOUN
 NF1797  USGS QUAD   -  AUGUSTA (1985)
 NF1797
 NF1797                         *CURRENT SURVEY CONTROL
 NF1797  ___________________________________________________________________
 NF1797* NAD 83(1994)-  42 19 01.41835(N)    085 16 20.72582(W)     ADJUSTED  
 NF1797* NAVD 88     -       270.4    (meters)     887.     (feet)  VERTCON   
 NF1797  ___________________________________________________________________
 NF1797  X           -     389,305.267 (meters)                     COMP
 NF1797  Y           -  -4,707,466.329 (meters)                     COMP
 NF1797  Z           -   4,271,870.149 (meters)                     COMP
 NF1797  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 NF1797  ELLIP HEIGHT-         237.09  (meters)          (07/17/02) GPS OBS
 NF1797  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF1797
 NF1797  HORZ ORDER  -  FIRST
 NF1797  ELLP ORDER  -  FOURTH    CLASS I
 NF1797
 NF1797.The horizontal coordinates were established by GPS observations
 NF1797.and adjusted by the National Geodetic Survey in February 1997..
 NF1797
 NF1797.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1797
 NF1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1797
 NF1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1797
 NF1797.The ellipsoidal height was determined by GPS observations
 NF1797.and is referenced to NAD 83.
 NF1797
 NF1797.The geoid height was determined by GEOID03.
 NF1797
 NF1797;                    North         East     Units Scale Factor Converg.
 NF1797;SPC MI S     -    91,159.154 3,925,335.753   MT  0.99995568   -0 36 59.0
 NF1797;SPC MI S     -   299,078.59 12,878,398.14   iFT  0.99995568   -0 36 59.0
 NF1797;UTM  16      - 4,686,425.247   642,363.370   MT  0.99984937   +1 09 47.7
 NF1797
 NF1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1797!SPC MI S     -   0.99996282  x   0.99995568  =   0.99991850
 NF1797!UTM  16      -   0.99996282  x   0.99984937  =   0.99981219
 NF1797
 NF1797:                Primary Azimuth Mark                     Grid Az
 NF1797:SPC MI S     -  STANLEY                                  179 26 45.5
 NF1797:UTM  16      -  STANLEY                                  177 39 58.8
 NF1797
 NF1797|---------------------------------------------------------------------|
 NF1797| PID    Reference Object                     Distance      Geod. Az  |
 NF1797|                                                           dddmmss.s |
 NF1797| NF1791 STANLEY                             APPROX. 0.6 KM 1784946.5 |
 NF1797|---------------------------------------------------------------------|
 NF1797
 NF1797                          SUPERSEDED SURVEY CONTROL
 NF1797
 NF1797  ELLIP H (02/03/97)  237.10   (m)                       GP(       ) 4 1
 NF1797  NAD 83(1986)-  42 19 01.41854(N)    085 16 20.73970(W) AD(       ) 1
 NF1797  NGVD 29 (09/14/93)  270.6    (m)          888.     (f) GPS OBS        
 NF1797
 NF1797.Superseded values are not recommended for survey control.
 NF1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1797.See file dsdata.txt to determine how the superseded data were derived.
 NF1797
 NF1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4236386425(NAD 83)
 NF1797_MARKER: I = METAL ROD
 NF1797_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1797_SP_SET: STAINLESS STEEL ROD
 NF1797_STAMPING: COLLATERAL 1992
 NF1797_MARK LOGO: HOLDEN
 NF1797_PROJECTION: FLUSH
 NF1797_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1797+STABILITY: POSITION/ELEVATION WELL
 NF1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1797+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 NF1797_ROD/PIPE-DEPTH: 10.8 meters
 NF1797
 NF1797  HISTORY     - Date     Condition        Report By
 NF1797  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1797  HISTORY     - 20030419 GOOD             USPSQD
 NF1797  HISTORY     - 20050916 GOOD             USPSQD
 NF1797
 NF1797                          STATION DESCRIPTION
 NF1797
 NF1797'DESCRIBED BY HOLDEN GPS 1992
 NF1797'STATION IS LOCATED ABOUT 3 3/4 MILES NORTHWEST OF THE I-94 INTERCHANGE
 NF1797'WITH HELMER ROAD, 3 1/2 MILES NORTHWEST OF THE CENTER OF GOGUAC LAKE,
 NF1797'3 1/4 MILES NORTH NORTHEAST OF THE I-94 INTERCHANGE WITH THE CLIMAX
 NF1797'AND BATTLE CREEK ROAD, IN THE BATTLE CREEK INDUSTRIAL PARK AND IN
 NF1797'QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP AUGUSTA IN
 NF1797'THE NE 1/4 OF SECTION 8 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1797'TO REACH FROM THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1797'ROAD, GO NORTHEASTERLY ON BATTLE CREEK ROAD 1.4 MI (2.3 KM) TO
 NF1797'BUSINESS I-94, BEAR LEFT AND GO NORTH 1.4 MI (2.3 KM) TO HILL-BRADY
 NF1797'ROAD, TURN LEFT AND GO WEST AND NORTHERLY AROUND THE CURVE 0.6 MI
 NF1797'(1.0 KM) TO THE STATION ON THE RIGHT IN FRONT OF THE COLLATERAL
 NF1797'MANAGEMENT COMPANY BUILDING.
 NF1797'STATION IS 27 FT (8.2 M) EAST OF THE CENTER OF THE ROAD, 1.5 FT
 NF1797'(0.5 M) EAST FROM THE CURB, 55 FT (16.8 M) SOUTH FROM A MANHOLE, 57
 NF1797'FT (17.4 M) NORTH OF THE NORTH EDGE OF THE DRIVEWAY,AND 33 FT
 NF1797'(10.1 M) NORTH OF A NO PARKING SIGN.
 NF1797'STATION IS GROUND VISIBLE WITH STATION STANLEY 559 M (1834.0 FT) TO
 NF1797'THE SOUTH.
 NF1797
 NF1797                          STATION RECOVERY (2003)
 NF1797
 NF1797'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1797'RECOVERED IN GOOD CONDITION.
 NF1797
 NF1797                          STATION RECOVERY (2005)
 NF1797
 NF1797'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1797'CHANGE OF DISCRIPTION - THE COLLATERAL MANAGEMENT COMPANY BLDG. IS NOW
 NF1797'THE GORE COMMUNICATIONS, INC. BLDG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0489 ***********************************************************************
 RK0489  DESIGNATION -  COLLEGE
 RK0489  PID         -  RK0489
 RK0489  STATE/COUNTY-  MI/MARQUETTE
 RK0489  USGS QUAD   -  MARQUETTE (1975)
 RK0489
 RK0489                         *CURRENT SURVEY CONTROL
 RK0489  ___________________________________________________________________
 RK0489* NAD 83(1994)-  46 33 19.96554(N)    087 24 03.54706(W)     ADJUSTED  
 RK0489* NAVD 88     -       210.     (meters)     689.     (feet)  SCALED    
 RK0489  ___________________________________________________________________
 RK0489  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 RK0489  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 RK0489
 RK0489  HORZ ORDER  -  FIRST
 RK0489
 RK0489.The horizontal coordinates were established by classical geodetic methods
 RK0489.and adjusted by the National Geodetic Survey in February 1997..
 RK0489
 RK0489.The orthometric height was scaled from a topographic map.
 RK0489
 RK0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0489
 RK0489.The geoid height was determined by GEOID03.
 RK0489
 RK0489;                    North         East     Units Scale Factor Converg.
 RK0489;SPC MI N     -   197,049.989 7,969,253.466   MT  0.99991394   -0 17 23.4
 RK0489;SPC MI N     -   646,489.47 26,145,844.70   iFT  0.99991394   -0 17 23.4
 RK0489;UTM  16      - 5,155,853.565   469,263.002   MT  0.99961161   -0 17 28.1
 RK0489
 RK0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0489!SPC MI N     -   0.99997253  x   0.99991394  =   0.99988647
 RK0489!UTM  16      -   0.99997253  x   0.99961161  =   0.99958415
 RK0489
 RK0489|---------------------------------------------------------------------|
 RK0489| PID    Reference Object                     Distance      Geod. Az  |
 RK0489|                                                           dddmmss.s |
 RK0489| CJ2372 COLLEGE RM 1                         30.955 METERS 01433     |
 RK0489| RK0484 PRESQUE ISLE HBR BREAKWATER LT      APPROX. 2.9 KM 0442329.9 |
 RK0489| CJ2371 COLLEGE AZ MK                                      0894406.9 |
 RK0489| CJ2373 COLLEGE RM 2                         43.784 METERS 09201     |
 RK0489| RK0488 MARQUETTE WDMJ RADIO MAST           APPROX. 3.6 KM 2494612.4 |
 RK0489| RK0493 GRANITE ISLAND LIGHTHOUSE           APPROX.18.4 KM 3572122.3 |
 RK0489|---------------------------------------------------------------------|
 RK0489
 RK0489                          SUPERSEDED SURVEY CONTROL
 RK0489
 RK0489  NAD 83(1986)-  46 33 19.95921(N)    087 24 03.54468(W) AD(       ) 1
 RK0489  NAD 27      -  46 33 20.20300(N)    087 24 03.04000(W) AD(       ) 1
 RK0489
 RK0489.Superseded values are not recommended for survey control.
 RK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0489.See file dsdata.txt to determine how the superseded data were derived.
 RK0489
 RK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6926355854(NAD 83)
 RK0489_MARKER: DS = TRIANGULATION STATION DISK
 RK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0489_STAMPING: COLLEGE 1955
 RK0489_MARK LOGO: CGS   
 RK0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0489+STABILITY: SURFACE MOTION
 RK0489
 RK0489  HISTORY     - Date     Condition        Report By
 RK0489  HISTORY     - 1955     MONUMENTED       CGS
 RK0489  HISTORY     - 1958     GOOD             CGS
 RK0489  HISTORY     - 1977     GOOD             NGS
 RK0489  HISTORY     - 19941107 GOOD             MIDT
 RK0489  HISTORY     - 20010331 GOOD             NGS
 RK0489  HISTORY     - 20050904 GOOD             USPSQD
 RK0489
 RK0489                          STATION DESCRIPTION
 RK0489
 RK0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0489'STATION IS LOCATED IN THE NORTHERN PART OF MARQUETTE, AT THE
 RK0489'NORTHERN MICHIGAN COLLEGE OF EDUCATION.  IT IS AT THE EAST ENTRANCE
 RK0489'TO THE ATHLETIC FIELD WHICH IS AT THE WEST END OF KAYE AVENUE.
 RK0489'
 RK0489'STATION MARK, A STANDARD DISK, STAMPED COLLEGE 1955, IS SET IN THE
 RK0489'TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE.
 RK0489'IT IS 28 FEET SOUTH OF THE CENTER OF KAYE AVENUE, 20 FEET SOUTHEAST
 RK0489'OF A BRICK GATE POST, 12 FEET NORTH OF A BRICK CORNER POST AND 9
 RK0489'FEET SOUTH OF THE NORTH EDGE OF CURB.
 RK0489'
 RK0489'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED COLLEGE NO 1 1955, IS
 RK0489'SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND
 RK0489'SURFACE.  IT IS 42 FEET NORTH OF THE SOUTH EDGE OF CURB, 27 FEET
 RK0489'WEST OF A LONE TREE AND 15 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 RK0489'
 RK0489'REFERENCE MARK NO. 2, IS A STANDARD DISK, STAMPED COLLEGE NO 2 1955,
 RK0489'IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE
 RK0489'GROUND SURFACE.  IT IS 20 FEET SOUTH OF THE CENTER OF KAYE AVENUE,
 RK0489'13 FEET EAST OF THE CENTER OF DRIVEWAY AND 2 FEET SOUTH OF THE
 RK0489'NORTH EDGE OF CURB.
 RK0489'
 RK0489'AZIMUTH MARK, A STANDARD DISK, STAMPED COLLEGE 1955, IS SET IN THE
 RK0489'TOP OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE.
 RK0489'IT IS 59 FEET EAST OF PRESQUE ISLE AVENUE, 18 FEET NORTHEAST OF THE
 RK0489'NORTHWEST CORNER OF THE MARQUETTE GOSPEL TABERNACLE CHURCH, 13
 RK0489'FEET SOUTH OF THE CENTER OF KAYE AVENUE, 2 FEET WEST OF A POWER
 RK0489'LINE POLE AND 1.5 FEET SOUTH OF THE NORTH EDGE OF CURB.
 RK0489'
 RK0489'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON KAYE AVENUE
 RK0489'FOR 0.25 MILE TO THE MARQUETTE GOSPEL TABERNACLE CHURCH AND THE
 RK0489'AZIMUTH MARK AS DESCRIBED ABOVE.
 RK0489'
 RK0489'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RK0489
 RK0489                          STATION RECOVERY (1958)
 RK0489
 RK0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 RK0489'THE STATION, REFERENCE MARKS NO. 1 AND 2, AND THE AZIMUTH MARK WERE
 RK0489'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RK0489
 RK0489                          STATION RECOVERY (1977)
 RK0489
 RK0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0489'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS 130
 RK0489'FEET NORTHWEST OF THE NORTHWEST CORNER OF PRESIDENTS HOME, 2 FEET
 RK0489'SOUTH OF A ROW OF HEDGE, 23 PACES SOUTH OF THE SOUTH SIDE OF
 RK0489'CONFERENCE CENTER BUILDING, 6 PACES WEST OF A SIGN (RESERVED ONLY
 RK0489'THIS SIDE).  REFERENCE MARKS 1 AND 2 AND AZIMUTH MARKS WERE NOT
 RK0489'RECOVERED, A SEARCH WAS MADE FOR ALL MARKS THE ATHLETIC FIELD
 RK0489'HAS BEEN REMOVED, PART OF THE AREA HAS BEEN MADE INTO A PARKING AREA
 RK0489'AND A BUILDING BUILT ON THE NORTH SIDE OF STREET, STREET HAS
 RK0489'BEEN WIDENED IN THE AREA WHERE THE AZIMUTH MARK WAS SET.
 RK0489'
 RK0489'IT WOULD BE DIFFICULT TO BUILD A TOWER OVER THE STATION MARK,
 RK0489'REFERENCE MARK THREE COULD BE SELECTED AND A TOWER ERECTED OVER
 RK0489'REFERENCE MARK 3.  IT WOULD REQUIRE A TOWER TO SEE FROM THIS
 RK0489'STATION.
 RK0489'
 RK0489'NOTE--MR. MAX MULLE IS THE GROUNDS SUPERINTENDENT, AND KNOWS WHERE
 RK0489'THE MARK IS LOCATED, PHONE NUMBER 227-2286.
 RK0489'
 RK0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHERN PART OF
 RK0489'MARQUETTE.
 RK0489
 RK0489                          STATION RECOVERY (1994)
 RK0489
 RK0489'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 RK0489'STATION IS LOCATED IN THE CITY OF MARQUETTE ACROSS FROM THE CONFERENCE
 RK0489'CENTER BUILDING ON NORTHERN MICHIGAN UNIVERSITY, ON CITY STREET RIGHT
 RK0489'OF WAY AT THE NORTH SIDE OF MARQUETTE GENERAL HOSPITAL BLOCK.  TO
 RK0489'REACH FROM THE POST OFFICE ON WASHINGTON STREET (BR 41) , GO WEST ON
 RK0489'WASHINGTON STREET FOR 1 BLOCK TO FOURTH STREET.  TURN RIGHT AND FOLLOW
 RK0489'FOURTH STREET AS IT MERGES WITH PRESQUE ISLE AVENUE FOR 0.8 MI (1.3
 RK0489'KM) TO KAYE AVENUE.  AT THE SECOND TRAFFIC LIGHT ON PRESQUE ISLE
 RK0489'AVENUE, TURN LEFT ON KAYE AVENUE AND GO 0.2 MI (0.3 KM) TO THE
 RK0489'CONFERENCE CENTER BUILDING ON THE RIGHT AND THE STATION ON THE LEFT.
 RK0489'STATION IS IN LINE WITH THE EAST EDGE OF THE ENTRANCE OT THE
 RK0489'CONFERENCE BUILDING.  IT IS 6.0 M (19.7 FT) NORTHEAST FROM A 18-INCH
 RK0489'WHITE PINE TREE, 5.0 M (16.4 FT) EAST OF THE EAST EDGE OF A CEDAR
 RK0489'HEDGE, 3.5 M (11.5 FT) NORTH OF NORTHWEST CORNER OF A 2 FT (0.6 M)
 RK0489'BRICK POST, 3.5 M (11.5 FT) NORTH OF A PROPERTY PIN, 2.25 M (7.38 FT)
 RK0489'SOUTH OF SOUTH BACK OF CURB ON KAYE AVENUE, 0.4 M (1.3 FT) NORTH OF A
 RK0489'WITNESS POST, AND ABOUT 2-INCHES BELOW GROUND SURFACE.
 RK0489
 RK0489                          STATION RECOVERY (2001)
 RK0489
 RK0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0489'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0489
 RK0489                          STATION RECOVERY (2005)
 RK0489
 RK0489'RECOVERY NOTE BY US POWER SQUADRON 2005
 RK0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0054 ***********************************************************************
 NF0054  DESIGNATION -  COLLEGE 2
 NF0054  PID         -  NF0054
 NF0054  STATE/COUNTY-  MI/INGHAM
 NF0054  USGS QUAD   -  EAST LANSING (1970)
 NF0054
 NF0054                         *CURRENT SURVEY CONTROL
 NF0054  ___________________________________________________________________
 NF0054* NAD 83(1986)-  42 43 27.     (N)    084 28 41.     (W)     SCALED    
 NF0054* NAVD 88     -       261.394  (meters)     857.59   (feet)  ADJUSTED  
 NF0054  ___________________________________________________________________
 NF0054  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF0054  DYNAMIC HT  -         261.321 (meters)     857.35  (feet)  COMP
 NF0054  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 NF0054
 NF0054  VERT ORDER  -  SECOND    CLASS 0
 NF0054
 NF0054.The horizontal coordinates were scaled from a topographic map and have
 NF0054.an estimated accuracy of +/- 6 seconds.
 NF0054
 NF0054.The orthometric height was determined by differential leveling
 NF0054.and adjusted by the National Geodetic Survey in June 1991..
 NF0054
 NF0054.The geoid height was determined by GEOID03.
 NF0054
 NF0054.The dynamic height is computed by dividing the NAVD 88
 NF0054.geopotential number by the normal gravity value computed on the
 NF0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0054.degrees latitude (g = 980.6199 gals.).
 NF0054
 NF0054.The modeled gravity was interpolated from observed gravity values.
 NF0054
 NF0054;                    North         East    Units  Estimated Accuracy
 NF0054;SPC MI S     -   135,980.    3,990,880.      MT  (+/- 180 meters Scaled)
 NF0054
 NF0054                          SUPERSEDED SURVEY CONTROL
 NF0054
 NF0054  NGVD 29 (??/??/92)  261.523  (m)          858.01   (f) ADJ UNCH    2 0
 NF0054
 NF0054.Superseded values are not recommended for survey control.
 NF0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0054.See file dsdata.txt to determine how the superseded data were derived.
 NF0054
 NF0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN064332(NAD 83)
 NF0054_MARKER: DB = BENCH MARK DISK
 NF0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0054_SP_SET: CONCRETE
 NF0054_STAMPING: COLLEGE 2
 NF0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0054
 NF0054  HISTORY     - Date     Condition        Report By
 NF0054  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0054  HISTORY     - 1934     GOOD             NGS
 NF0054  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0054
 NF0054                          STATION DESCRIPTION
 NF0054
 NF0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0054'AT EAST LANSING.
 NF0054'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0054'CAMPUS, ON THE ROAD LEADING FROM THE CAMPUS TO THE GRAND TRUNK
 NF0054'WESTERN RAILROAD, OPPOSITE THE DAIRY BARN OF THE COLLEGE FARM,
 NF0054'15 FEET WEST OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF THE
 NF0054'WEST SIDE OF THE ROAD, AND 7 FEET EAST OF THE FENCE ALONG THE
 NF0054'ROAD.  A STANDARD DISK, STAMPED COLLEGE 2 AND SET IN THE TOP OF
 NF0054'CONCRETE LEVEL WITH THE GROUND.
 NF0054
 NF0054                          STATION RECOVERY (1976)
 NF0054
 NF0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0040 ***********************************************************************
 QJ0040  DESIGNATION -  COLLINS
 QJ0040  PID         -  QJ0040
 QJ0040  STATE/COUNTY-  MI/ALPENA
 QJ0040  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0040
 QJ0040                         *CURRENT SURVEY CONTROL
 QJ0040  ___________________________________________________________________
 QJ0040* NAD 83(1994)-  45 04 50.28661(N)    083 33 56.11287(W)     ADJUSTED  
 QJ0040* NAVD 88     -       209.578  (meters)     687.59   (feet)  ADJUSTED  
 QJ0040  ___________________________________________________________________
 QJ0040  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 QJ0040  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 QJ0040  DYNAMIC HT  -         209.562 (meters)     687.54  (feet)  COMP
 QJ0040  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 QJ0040
 QJ0040  HORZ ORDER  -  THIRD
 QJ0040  VERT ORDER  -  SECOND    CLASS 0
 QJ0040
 QJ0040.This mark is at Alpena Airport (APN)
 QJ0040
 QJ0040.The horizontal coordinates were established by classical geodetic methods
 QJ0040.and adjusted by the National Geodetic Survey in February 1997..
 QJ0040
 QJ0040.The orthometric height was determined by differential leveling
 QJ0040.and adjusted by the National Geodetic Survey in June 1991..
 QJ0040
 QJ0040.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0040
 QJ0040.The geoid height was determined by GEOID03.
 QJ0040
 QJ0040.The dynamic height is computed by dividing the NAVD 88
 QJ0040.geopotential number by the normal gravity value computed on the
 QJ0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0040.degrees latitude (g = 980.6199 gals.).
 QJ0040
 QJ0040.The modeled gravity was interpolated from observed gravity values.
 QJ0040
 QJ0040;                    North         East     Units Scale Factor Converg.
 QJ0040;SPC MI C     -   196,323.729 6,063,067.597   MT  0.99991557   +0 33 57.2
 QJ0040;SPC MI C     -   644,106.72 19,891,954.06   iFT  0.99991557   +0 33 57.2
 QJ0040;UTM  17      - 4,995,110.311   298,076.427   MT  1.00010137   -1 49 02.3
 QJ0040
 QJ0040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0040!SPC MI C     -   0.99997285  x   0.99991557  =   0.99988842
 QJ0040!UTM  17      -   0.99997285  x   1.00010137  =   1.00007422
 QJ0040
 QJ0040|---------------------------------------------------------------------|
 QJ0040| PID    Reference Object                     Distance      Geod. Az  |
 QJ0040|                                                           dddmmss.s |
 QJ0040| QJ0286 AIRPORT BCN PHELPS COLLINS APT        8.590 METERS 07436     |
 QJ0040| QJ0041 COLLINS RM 1                         10.534 METERS 08949     |
 QJ0040| QJ0373 COLLINS AZ MK                       APPROX. 0.7 KM 0895742.8 |
 QJ0040| QJ0042 COLLINS RM 2                         21.570 METERS 35048     |
 QJ0040|---------------------------------------------------------------------|
 QJ0040
 QJ0040                          SUPERSEDED SURVEY CONTROL
 QJ0040
 QJ0040  NAD 83(1986)-  45 04 50.28171(N)    083 33 56.11395(W) AD(       ) 3
 QJ0040  NAD 27      -  45 04 50.23900(N)    083 33 56.18500(W) AD(       ) 3
 QJ0040  NGVD 29 (??/??/92)  209.720  (m)          688.06   (f) ADJ UNCH    2 0
 QJ0040
 QJ0040.Superseded values are not recommended for survey control.
 QJ0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0040.See file dsdata.txt to determine how the superseded data were derived.
 QJ0040
 QJ0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9807695110(NAD 83)
 QJ0040_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0040_SP_SET: SQUARE CONCRETE MONUMENT
 QJ0040_STAMPING: COLLINS 1956
 QJ0040_MARK LOGO: CGS   
 QJ0040_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0040+STABILITY: SURFACE MOTION
 QJ0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0040+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1984
 QJ0040
 QJ0040  HISTORY     - Date     Condition        Report By
 QJ0040  HISTORY     - 1956     MONUMENTED       CGS
 QJ0040  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QJ0040  HISTORY     - 1966     GOOD             NGS
 QJ0040  HISTORY     - 1976     GOOD             USAF
 QJ0040  HISTORY     - 1976     GOOD             NGS
 QJ0040  HISTORY     - 1980     GOOD             NGS
 QJ0040  HISTORY     - 1984     GOOD             USAF
 QJ0040  HISTORY     - 19840725 GOOD             NGS
 QJ0040  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0040
 QJ0040                          STATION DESCRIPTION
 QJ0040
 QJ0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0040'THE STATION IS ABOUT 6.5 MILES WEST OF ALPENA, ON THE PHELPS-COLLINS
 QJ0040'AIRPORT, AT THE INTERSECTION
 QJ0040'OF 3RD STREET AND EAST AVENUE.  IT IS 108 FEET SOUTHEAST OF THE
 QJ0040'INTERSECTION OF 3RD STREET AND EAST
 QJ0040'AVENUE, 64 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING T-10,
 QJ0040'35 FEET WEST OF A WHITE WITNESS POST, 34 FEET EAST OF
 QJ0040'THE CENTER OF 3RD STREET AND 20.5 FEET WEST OF THE SOUTHWEST
 QJ0040'LEG OF THE BEACON TOWER.  THE MARK IS FLUSH AND THE DISK
 QJ0040'IS STAMPED COLLINS 1956.
 QJ0040'
 QJ0040'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS A LARGE
 QJ0040'TAXI STRIP TO THE NORTH-SOUTH
 QJ0040'RUN-WAY.  CROSS THE RUN-WAY AND CONTINUE EAST TO THE MARK NEAR THE
 QJ0040'3200 FOOT MARK AT THE NORTHWEST EDGE
 QJ0040'OF THE NORTHEAST-SOUTHWEST RUN-WAY.
 QJ0040'
 QJ0040'REFERENCE MARK 1 IS SET FLUSH IN A DRILL HOLE IN THE CONCRETE
 QJ0040'FOUNDATION FOR THE SOUTHEAST
 QJ0040'LEG OF THE BEACON TOWER.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QJ0040'COLLINS NO 1 1956.
 QJ0040'
 QJ0040'REFERENCE MARK 2 IS 61 FEET WEST OF THE NORTHWEST CORNER OF BUILDING
 QJ0040'T-10, 22 FEET EAST OF THE
 QJ0040'CENTER OF 3RD STREET AND 1 FOOT SOUTH OF A POWER LINE POLE.  THE MARK
 QJ0040'PROJECTS 2 INCHES AND THE DISK IS
 QJ0040'STAMPED COLLINS NO 2 1956.
 QJ0040'
 QJ0040'THE AZIMUTH MARK IS 4.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 QJ0040'NORTHEAST-SOUTHWEST RUN-WAY, AT THE
 QJ0040'3200 FOOT MARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QJ0040'COLLINS 1956.
 QJ0040'
 QJ0040'NOTE- CLEARENCE FROM THE CONTROL TOWER SHOULD BE OBTAINED BEFORE ANY
 QJ0040'WORK IS DONE ON OR NEAR
 QJ0040'THE RUNWAYS.
 QJ0040'
 QJ0040'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0040
 QJ0040                          STATION RECOVERY (1964)
 QJ0040
 QJ0040'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QJ0040'STATION MARK, RM 1 AND 2 RECOVERED IN GOOD CONDITION.  PREVIOUS
 QJ0040'DESCRIPTION
 QJ0040'ADEQUATE.
 QJ0040
 QJ0040                          STATION RECOVERY (1966)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QJ0040'6.5 MI W FROM ALPENA.
 QJ0040'THE MARK IS LOCATED 6.5 MILES WEST OF ALPENA, ON PHELPS COLLINS
 QJ0040'AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE, 108
 QJ0040'FEET SOUTHEAST OF THE INTERSECTION, 64 FEET SOUTHWEST OF THE
 QJ0040'SOUTHWEST CORNER OF BUILDING T-10, 35 FEET WEST OF A WITNESS POST,
 QJ0040'34 FEET EAST OF THE CENTER OF 3RD STREET, AND 20.5 FEET WEST
 QJ0040'OF THE SOUTHWEST LEG OF THE BEACON TOWER.  IT IS A STANDARD
 QJ0040'DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND AND IS
 QJ0040'STAMPED COLLINS 1956.
 QJ0040
 QJ0040                          STATION RECOVERY (1976)
 QJ0040
 QJ0040'RECOVERY NOTE BY US AIR FORCE 1976 (CM)
 QJ0040'STATION, RM 1 AND RM 2 RECOVERED IN GOOD CONDITION 1956 DESCRIPTION
 QJ0040'ADEQUATE AZ MARK NOT SEARCHED FOR.
 QJ0040
 QJ0040                          STATION RECOVERY (1976)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JVD)
 QJ0040'THE STATION, RM 1, AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 QJ0040'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY
 QJ0040'EXCEPT THAT EAST AVENUE IS NOW CHOW ALLEY AND 3RD STREET IS NOW
 QJ0040'3RD AVENUE.  BUILDING T-10 IS THE PARACHUTE SHOP.
 QJ0040'
 QJ0040'RM 2 WAS NOT FOUND.
 QJ0040'
 QJ0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT PHELPS-COLLINS
 QJ0040'AIRPORT, ALPENA.
 QJ0040
 QJ0040                          STATION RECOVERY (1980)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 QJ0040'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK ONE WERE
 QJ0040'RECOVERED AS DESCRIBED IN GOOD CONDITION.  REFERENCE MARK TWO WAS
 QJ0040'SEARCHED FOR BUT NOT RECOVERED.  REGARDING THE ORIGINAL
 QJ0040'DESCRIPTION.  THE AZIMUTH MARK IS APPROXIMATELY 1830 FT. SOUTHWEST
 QJ0040'OF RUNWAY END 24 - THE 3200 FOOT MARK REFERRED TO IS FROM RUNWAY
 QJ0040'END 6.  THE AZIMUTH MARK IS THE ONLY ONE WHICH CURRENTLY
 QJ0040'REQUIRES CLEARANCE FROM THE CONTROL TOWER TO REACH.  THE
 QJ0040'AIRPORT BEACON HAS BEEN MOVED ATOP THE NEARBY CONTROL TOWER BUT
 QJ0040'THE OLD BEACON TOWER REMAINS.
 QJ0040'
 QJ0040'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.5 MILES WEST
 QJ0040'OF ALPENA (AT PHELPS COLLINS AIRPORT).
 QJ0040
 QJ0040                          STATION RECOVERY (1984)
 QJ0040
 QJ0040'RECOVERY NOTE BY US AIR FORCE 1984 (JBS)
 QJ0040'COLLINS 1956 RECOVERED GOOD.
 QJ0040'
 QJ0040'COLLINS 1956 NO 1 RECOVERED GOOD.
 QJ0040'
 QJ0040'COLLINS 1956 NO 2 NOT RECOVERED.
 QJ0040'
 QJ0040'COLLINS 1956 RECOVERED GOOD.
 QJ0040'
 QJ0040'COLLINS 1956 NO 2 WAS SEARCHED FOR AND NOT FOUND.
 QJ0040'
 QJ0040'DISTANCE TO COLLINS NO 1 AND COLLINS WERE FOUND TO AGREE.
 QJ0040
 QJ0040                          STATION RECOVERY (1984)
 QJ0040
 QJ0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0040'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0040'ALPENA, ON THE PHELPS-COLLINS AIRPORT, AND AT THE INTERSECTION OF 3RD
 QJ0040'STREET AND EAST AVENUE.
 QJ0040'THE STATION IS SET FLUSH WITH THE GROUND.  IT IS 32.92 M (108.01 FT)
 QJ0040'SOUTHEAST OF THE INTERSECTION OF 3RD STREET AND EAST AVENUE, 19.51 M
 QJ0040'(64.01 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING T-10, 10.67
 QJ0040'M (35.01 FT) WEST OF A WP, 10.36 M (33.99 FT) EAST OF THE CENTER OF
 QJ0040'3RD STREET AND 6.25 M (20.51 FT) WEST FROM THE SOUTHWEST LEG OF THE
 QJ0040'BEACON TOWER.
 QJ0040'A TRAVERSE CONNECTION WAS MADE TO STATION COLLINS 1956 AZ MK USING
 QJ0040'ELECTRONIC DISTANCE MEASURING EQUIPMENT AT THIS TIME.
 QJ0040'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0040'NOTE - CLEARENCE FROM THE CONTROL TOWER SHOULD BE OBTAINED BEFORE ANY
 QJ0040'WORK IS DONE ON OR NEAR THE RUNWAYS.
 QJ0040'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0040
 QJ0040                          STATION RECOVERY (1999)
 QJ0040
 QJ0040'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0373 ***********************************************************************
 QJ0373  DESIGNATION -  COLLINS AZ MK
 QJ0373  PID         -  QJ0373
 QJ0373  STATE/COUNTY-  MI/ALPENA
 QJ0373  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0373
 QJ0373                         *CURRENT SURVEY CONTROL
 QJ0373  ___________________________________________________________________
 QJ0373* NAD 83(1994)-  45 04 50.30122(N)    083 33 22.14727(W)     ADJUSTED  
 QJ0373* NAVD 88     -       206.6    (meters)     678.     (feet)  VERTCON   
 QJ0373  ___________________________________________________________________
 QJ0373  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 QJ0373  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 QJ0373
 QJ0373  HORZ ORDER  -  THIRD
 QJ0373
 QJ0373.This mark is at Alpena Airport (APN)
 QJ0373
 QJ0373.The horizontal coordinates were established by classical geodetic methods
 QJ0373.and adjusted by the National Geodetic Survey in February 1997..
 QJ0373.No horizontal observational check was made to the station.
 QJ0373
 QJ0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0373
 QJ0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0373
 QJ0373.The geoid height was determined by GEOID03.
 QJ0373
 QJ0373;                    North         East     Units Scale Factor Converg.
 QJ0373;SPC MI C     -   196,331.559 6,063,810.360   MT  0.99991557   +0 34 21.2
 QJ0373;SPC MI C     -   644,132.41 19,894,390.94   iFT  0.99991557   +0 34 21.2
 QJ0373;UTM  17      - 4,995,087.244   298,819.010   MT  1.00009769   -1 48 38.2
 QJ0373
 QJ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0373!SPC MI C     -   0.99997331  x   0.99991557  =   0.99988889
 QJ0373!UTM  17      -   0.99997331  x   1.00009769  =   1.00007100
 QJ0373
 QJ0373                          SUPERSEDED SURVEY CONTROL
 QJ0373
 QJ0373  NAD 83(1986)-  45 04 50.29649(N)    083 33 22.14834(W) AD(       ) 3
 QJ0373  NGVD 29 (08/24/92)  206.8    (m)          678.     (f) VERT ANG       
 QJ0373
 QJ0373.Superseded values are not recommended for survey control.
 QJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0373.See file dsdata.txt to determine how the superseded data were derived.
 QJ0373
 QJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9881995087(NAD 83)
 QJ0373_MARKER: DZ = AZIMUTH MARK DISK
 QJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0373_SP_SET: SQUARE CONCRETE MONUMENT
 QJ0373_STAMPING: COLLINS 1956
 QJ0373_MARK LOGO: CGS   
 QJ0373_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0373+STABILITY: SURFACE MOTION
 QJ0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0373+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1984
 QJ0373
 QJ0373  HISTORY     - Date     Condition        Report By
 QJ0373  HISTORY     - 1956     MONUMENTED       CGS
 QJ0373  HISTORY     - 19840725 GOOD             NGS
 QJ0373  HISTORY     - 19900818 GOOD             NGS
 QJ0373  HISTORY     - 19990805 GOOD             USPSQD
 QJ0373
 QJ0373                          STATION DESCRIPTION
 QJ0373
 QJ0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QJ0373'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0373'ALPENA, ON THE PHELPS-COLLINS AIRPORT.
 QJ0373'TO REACH FROM THE INTERSECTION OF 3RD STREET AND EAST AVENUE, LOCATION
 QJ0373'OF THE COLLINS 1956, PROCEED EAST ACROSS A LARGE TAXI STRIP TO THE
 QJ0373'NORTH-SOUTH RUN-WAY.  CROSS THE RUN-WAY AND CONTINUE EAST TO THE MARK
 QJ0373'NEAR THE 3200 FOOT MARK AT THE NORTHWEST EDGE OF THE
 QJ0373'NORTHEAST-SOUTHWEST RUN-WAY.
 QJ0373'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS 1.37 M (4.49 FT)
 QJ0373'NORTHWEST FROM THE NORTHWEST EDGE OF THE NORTHEAST-SOUTHWEST RUN-WAY,
 QJ0373'AT THE 3200 MARK OF RUN-WAY.
 QJ0373'A TRAVERSE CONNECTION WAS MADE TO STATION COLLINS 1956 USING
 QJ0373'ELECTRONIC DISTANCE MEASURING EQUIPMENT AT THIS TIME.
 QJ0373'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0373'NOTE - CLEARENCE FROM THE CONTROL TOWER SHOULD BE OBTAINED BEFORE ANY
 QJ0373'WORK IS DONE ON OR NEAR THE RUNWAYS.
 QJ0373'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0373
 QJ0373                          STATION RECOVERY (1990)
 QJ0373
 QJ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QJ0373'THE STATION IS LOCATED IN THE EAST-CENTRAL PART OF THE AIRPORT IN THE
 QJ0373'LARGE GRASS MIDFIELD TRIANGLE.  IT IS APPROXIMATELY 1830 FT (557.8 M)
 QJ0373'SOUTHWEST OF RWY END 25 AND 4.5 FT (1.4 M) NORTHWEST OF THE NORTHWEST
 QJ0373'EDGE OF RWY 25.  32 00 IS IMPRINTED IN THE EDGE OF THE CONCRETE RUNWAY
 QJ0373'PAVEMENT OPPOSITE THE STATION (AS PART OF THE ORIGINAL CONSTRUCTION
 QJ0373'STATIONINGS FOR RWY END 7).  THE STATION IS A STANDARD AZIMUTH MARK
 QJ0373'DISK STAMPED COLLINS 1956 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 QJ0373'WITH THE GROUND.
 QJ0373
 QJ0373                          STATION RECOVERY (1999)
 QJ0373
 QJ0373'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TY7768 ***********************************************************************
 TY7768  DESIGNATION -  COLLINS MIGS 1934
 TY7768  PID         -  TY7768
 TY7768  STATE/COUNTY-  MI/KEWEENAW
 TY7768  USGS QUAD   -  LAKE MEDORA (1975)
 TY7768
 TY7768                         *CURRENT SURVEY CONTROL
 TY7768  ___________________________________________________________________
 TY7768* NAD 83(1994)-  47 22 51.76244(N)    087 57 44.32275(W)     ADJUSTED  
 TY7768* NAVD 88     -       184.90   (+/-2cm)     606.6    (feet)  VERTCON   
 TY7768  ___________________________________________________________________
 TY7768  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 TY7768  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 TY7768
 TY7768  HORZ ORDER  -  THIRD
 TY7768  VERT ORDER  -  THIRD ? (See Below)
 TY7768
 TY7768.The horizontal coordinates were established by classical geodetic methods
 TY7768.and adjusted by the National Geodetic Survey in February 1997..
 TY7768
 TY7768.The NAVD 88 height was computed by applying the VERTCON shift value to
 TY7768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 TY7768.The vertical order pertains to the NGVD 29 superseded value.
 TY7768
 TY7768.The Laplace correction was computed from DEFLEC99 derived deflections.
 TY7768
 TY7768.The geoid height was determined by GEOID03.
 TY7768
 TY7768;                    North         East     Units Scale Factor Converg.
 TY7768;SPC MI N     -   289,182.670 7,927,327.886   MT  1.00008638   -0 41 44.0
 TY7768;SPC MI N     -   948,762.04 26,008,293.59   iFT  1.00008638   -0 41 44.0
 TY7768;UTM  16      - 5,247,958.589   427,361.724   MT  0.99966484   -0 42 29.4
 TY7768
 TY7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7768!SPC MI N     -   0.99997657  x   1.00008638  =   1.00006295
 TY7768!UTM  16      -   0.99997657  x   0.99966484  =   0.99964142
 TY7768
 TY7768:                Primary Azimuth Mark                     Grid Az
 TY7768:SPC MI N     -  MT HOUGHTON 2                            029 07 07.9
 TY7768:UTM  16      -  MT HOUGHTON 2                            029 07 53.3
 TY7768
 TY7768|---------------------------------------------------------------------|
 TY7768| PID    Reference Object                     Distance      Geod. Az  |
 TY7768|                                                           dddmmss.s |
 TY7768| TY7771 MT HOUGHTON 2                       APPROX. 3.3 KM 0282523.9 |
 TY7768|---------------------------------------------------------------------|
 TY7768
 TY7768                          SUPERSEDED SURVEY CONTROL
 TY7768
 TY7768  NAD 83(1986)-  47 22 51.75108(N)    087 57 44.29970(W) AD(       ) 3
 TY7768  NAD 27      -  47 22 52.06700(N)    087 57 43.90300(W) AD(       ) 3
 TY7768  NGVD 29 (07/19/86)  184.91   (m)          606.7    (f) LEVELING    3  
 TY7768
 TY7768.Superseded values are not recommended for survey control.
 TY7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7768.See file dsdata.txt to determine how the superseded data were derived.
 TY7768
 TY7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2736247959(NAD 83)
 TY7768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TY7768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY7768_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TY7768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY7768+STABILITY: SURFACE MOTION
 TY7768
 TY7768  HISTORY     - Date     Condition        Report By
 TY7768  HISTORY     - 1934     MONUMENTED       MIGS
 TY7768  HISTORY     - 20031015 POOR             GEOCAC
 TY7768
 TY7768                          STATION DESCRIPTION
 TY7768
 TY7768'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 TY7768'NEAR THE WEST SHORE LINE OF BETE GRISE BAY, IN SEC. 35, T. 58
 TY7768'N., R. 29 W., 0.5 MILE SOUTH ALONG THE SHORE FROM THE SHARP
 TY7768'ANGLE IN THE NORTHWEST PORTION OF THE BAY AT BETE GRISE
 TY7768'SUMMER RESORT, 0.4 MILE NORTH FROM THE CANAL LEADING FROM
 TY7768'THE BAY INTO LAC LA BELLE, 58 FEET BACK FROM HIGH WATER LINE AND
 TY7768'33 FEET WEST FROM THE CENTER LINE OF THE ROAD.
 TY7768'
 TY7768'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD
 TY7768'COPPER HARBOR TO WHERE THE LAC LA BELLE ROAD BRANCHES OFF TO
 TY7768'THE SOUTHEAST ABOUT 22 MILES NORTH AND EAST FROM CALUMET, TAKE
 TY7768'THE LAC LA BELLE ROAD AND FOLLOW IT FOR 7.5 MILES TO BETE GRISE
 TY7768'SUMMER RESORT, CONTINUE ON THIS ROAD SOUTH THROUGH THE RESORT
 TY7768'TO WHERE THE ROAD COMES DOWN CLOSE TO THE BEACH.
 TY7768'
 TY7768'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 TY7768'CONCRETE AS DESCRIBED IN NOTES 1A AND 1B RESPECTIVELY.
 TY7768'
 TY7768'STATION MENDOTA, 0.8 MILE TO THE SOUTH ALONG THE SHORE, CAN
 TY7768'BE USED AS AN AZIMUTH MARK FOR STATION COLLINS.
 TY7768
 TY7768                          STATION RECOVERY (2003)
 TY7768
 TY7768'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 TY7768'LOCATED THE MARK WITH DGPS. THE SURVEY DISK IS GONE ALONG WITH ABOUT
 TY7768'2-INCHES OF CONCRETE POST. THE HOLE FROM THE SURVEY DISK STEM IS
 TY7768'REMAINING. THE REFERENCE MARK WAS NOT FOUND.
 TY7768'LAC LA BELLE, 3.7 MILES EAST THEN SOUTH ALONG THE BETE GRIS ROAD FROM
 TY7768'THE JUNCTION OF THE LAC LA BELLE-GAY ROAD, ABOUT 0.7 MILES EAST AND
 TY7768'SOUTH OF SMITH FISHERIES ROAD.
 TY7768'THE MARK IS 265 FT SOUTH ALONG RD FROM THE C/L LAGOON LANE, 76.5 FT
 TY7768'NORTH OF A TELEPHONE JUNCTION BOX NO.31, 40 FT WEST OF THE C/L BETE
 TY7768'GRIS RD, 2-INCHES BELOW GROUND LEVEL AND LOCATED ON VACANT (AT THIS
 TY7768'TIME) PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0041 ***********************************************************************
 QJ0041  DESIGNATION -  COLLINS RM 1
 QJ0041  PID         -  QJ0041
 QJ0041  STATE/COUNTY-  MI/ALPENA
 QJ0041  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0041
 QJ0041                         *CURRENT SURVEY CONTROL
 QJ0041  ___________________________________________________________________
 QJ0041* NAD 83(1986)-  45 04 50.     (N)    083 33 56.     (W)     SCALED    
 QJ0041* NAVD 88     -       209.731  (meters)     688.09   (feet)  ADJUSTED  
 QJ0041  ___________________________________________________________________
 QJ0041  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 QJ0041  DYNAMIC HT  -         209.715 (meters)     688.04  (feet)  COMP
 QJ0041  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 QJ0041
 QJ0041  VERT ORDER  -  SECOND    CLASS 0
 QJ0041
 QJ0041.This mark is at Alpena Airport (APN)
 QJ0041
 QJ0041.The horizontal coordinates were scaled from a topographic map and have
 QJ0041.an estimated accuracy of +/- 6 seconds.
 QJ0041
 QJ0041.The orthometric height was determined by differential leveling
 QJ0041.and adjusted by the National Geodetic Survey in June 1991..
 QJ0041
 QJ0041.The geoid height was determined by GEOID03.
 QJ0041
 QJ0041.The dynamic height is computed by dividing the NAVD 88
 QJ0041.geopotential number by the normal gravity value computed on the
 QJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0041.degrees latitude (g = 980.6199 gals.).
 QJ0041
 QJ0041.The modeled gravity was interpolated from observed gravity values.
 QJ0041
 QJ0041;                    North         East    Units  Estimated Accuracy
 QJ0041;SPC MI C     -   196,320.    6,063,070.      MT  (+/- 180 meters Scaled)
 QJ0041
 QJ0041                          SUPERSEDED SURVEY CONTROL
 QJ0041
 QJ0041  NGVD 29 (??/??/92)  209.873  (m)          688.56   (f) ADJ UNCH    2 0
 QJ0041
 QJ0041.Superseded values are not recommended for survey control.
 QJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0041.See file dsdata.txt to determine how the superseded data were derived.
 QJ0041
 QJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK980951(NAD 83)
 QJ0041_MARKER: DR = REFERENCE MARK DISK
 QJ0041_SETTING: 0 = UNSPECIFIED SETTING
 QJ0041_STAMPING: COLLINS NO 1 1956
 QJ0041_MARK LOGO: CGS   
 QJ0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0041+STABILITY: POSITION/ELEVATION WELL
 QJ0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0041+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1984
 QJ0041
 QJ0041  HISTORY     - Date     Condition        Report By
 QJ0041  HISTORY     - 1956     MONUMENTED       CGS
 QJ0041  HISTORY     - 1966     GOOD             NGS
 QJ0041  HISTORY     - 19840725 GOOD             NGS
 QJ0041  HISTORY     - 19990805 GOOD             USPSQD
 QJ0041
 QJ0041                          STATION DESCRIPTION
 QJ0041
 QJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QJ0041'6.5 MI W FROM ALPENA.
 QJ0041'THE MARK IS LOCATED 6.5 MILES WEST OF ALPENA, ON PHELPS COLLINS
 QJ0041'AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE, IN
 QJ0041'THE CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF THE BEACON
 QJ0041'TOWER.  IT IS A STANDARD REFERENCE MARK DISK SET FLUSH IN THE
 QJ0041'FOUNDATION AND IS STAMPED COLLINS NO 1 1956.
 QJ0041
 QJ0041                          STATION RECOVERY (1984)
 QJ0041
 QJ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0041'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0041'ALPENA, ON THE PHELPS-COLLINS AIRPORT, AND AT THE INTERSECTION OF 3RD
 QJ0041'STREET AND EAST AVENUE.
 QJ0041'REFERENCE MARK 1 IS CEMENTED IN A DRILL IN THE CONCRETE FOUNDATION FOR
 QJ0041'THE SOUTHEAST LEG OF THE BEACON TOWER.  IT IS 10.534 M (34.560 FT)
 QJ0041'NORTH FROM STATION COLLINS 1956.
 QJ0041'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0041
 QJ0041                          STATION RECOVERY (1999)
 QJ0041
 QJ0041'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0042 ***********************************************************************
 QJ0042  DESIGNATION -  COLLINS RM 2
 QJ0042  PID         -  QJ0042
 QJ0042  STATE/COUNTY-  MI/ALPENA
 QJ0042  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0042
 QJ0042                         *CURRENT SURVEY CONTROL
 QJ0042  ___________________________________________________________________
 QJ0042* NAD 83(1986)-  45 04 50.     (N)    083 33 56.     (W)     SCALED    
 QJ0042* NAVD 88     -       209.965  (meters)     688.86   (feet)  ADJUSTED  
 QJ0042  ___________________________________________________________________
 QJ0042  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 QJ0042  DYNAMIC HT  -         209.949 (meters)     688.81  (feet)  COMP
 QJ0042  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 QJ0042
 QJ0042  VERT ORDER  -  SECOND    CLASS 0
 QJ0042
 QJ0042.This mark is at Alpena Airport (APN)
 QJ0042
 QJ0042.The horizontal coordinates were scaled from a topographic map and have
 QJ0042.an estimated accuracy of +/- 6 seconds.
 QJ0042
 QJ0042.The orthometric height was determined by differential leveling
 QJ0042.and adjusted by the National Geodetic Survey in June 1991..
 QJ0042
 QJ0042.The geoid height was determined by GEOID03.
 QJ0042
 QJ0042.The dynamic height is computed by dividing the NAVD 88
 QJ0042.geopotential number by the normal gravity value computed on the
 QJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0042.degrees latitude (g = 980.6199 gals.).
 QJ0042
 QJ0042.The modeled gravity was interpolated from observed gravity values.
 QJ0042
 QJ0042;                    North         East    Units  Estimated Accuracy
 QJ0042;SPC MI C     -   196,320.    6,063,070.      MT  (+/- 180 meters Scaled)
 QJ0042
 QJ0042                          SUPERSEDED SURVEY CONTROL
 QJ0042
 QJ0042  NGVD 29 (??/??/92)  210.107  (m)          689.33   (f) ADJ UNCH    2 0
 QJ0042
 QJ0042.Superseded values are not recommended for survey control.
 QJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0042.See file dsdata.txt to determine how the superseded data were derived.
 QJ0042
 QJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK980951(NAD 83)
 QJ0042_MARKER: DR = REFERENCE MARK DISK
 QJ0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0042_SP_SET: SQUARE CONCRETE MONUMENT
 QJ0042_STAMPING: COLLINS NO 2 1956
 QJ0042_MARK LOGO: CGS   
 QJ0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0042+STABILITY: SURFACE MOTION
 QJ0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0042+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1984
 QJ0042
 QJ0042  HISTORY     - Date     Condition        Report By
 QJ0042  HISTORY     - 1956     MONUMENTED       CGS
 QJ0042  HISTORY     - 1966     GOOD             NGS
 QJ0042  HISTORY     - 19840725 GOOD             NGS
 QJ0042  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0042
 QJ0042                          STATION DESCRIPTION
 QJ0042
 QJ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 QJ0042'6.5 MI W FROM ALPENA.
 QJ0042'THE MARK IS LOCATED 6.5 MILES WEST OF ALPENA, ON PHELPS COLLINS
 QJ0042'AIRPORT AT THE INTERSECTION OF 3RD STREET AND EAST AVENUE, 61
 QJ0042'FEET WEST OF THE NORTHWEST CORNER OF BUILDING T-10, 22 FEET EAST
 QJ0042'OF THE CENTERLINE OF 3RD STREET, AND 1 FOOT SOUTH OF A POWER
 QJ0042'POLE.  THE MARK IS A STANDARD REFERENCE MARK DISK SET IN TOP OF
 QJ0042'A CONCRETE POST WHICH PROJECTS 2 INCHES AND IS STAMPED COLLINS
 QJ0042'NO 2 1956.
 QJ0042
 QJ0042                          STATION RECOVERY (1984)
 QJ0042
 QJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QJ0042'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 10.5 KM (6.5 MI) WEST OF
 QJ0042'ALPENA, ON THE PHELPS-COLLINS AIRPORT, AND AT THE INTERSECTION OF 3RD
 QJ0042'STREET AND EAST AVENUE.
 QJ0042'REFERENCE MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS 21.57 M
 QJ0042'(70.77 FT) NORTH FROM STATION COLLINS 1956, 18.59 M (60.99 FT) WEST
 QJ0042'FROM THE NORTHWEST CORNER OF BUILDING T-10, 6.71 M (22.01 FT) EAST
 QJ0042'FROM THE CENTER OF 3RD STREET AND 0.30 M (0.98 FT) SOUTH FROM A
 QJ0042'UTILITY POLE.
 QJ0042'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0042
 QJ0042                          STATION RECOVERY (1999)
 QJ0042
 QJ0042'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0212 ***********************************************************************
 NE0212  DESIGNATION -  COLONY
 NE0212  PID         -  NE0212
 NE0212  STATE/COUNTY-  MI/ST CLAIR
 NE0212  USGS QUAD   -  MARINE CITY (1968)
 NE0212
 NE0212                         *CURRENT SURVEY CONTROL
 NE0212  ___________________________________________________________________
 NE0212* NAD 83(1986)-  42 37 42.     (N)    082 37 22.     (W)     SCALED    
 NE0212* NAVD 88     -       176.473  (meters)     578.98   (feet)  ADJUSTED  
 NE0212  ___________________________________________________________________
 NE0212  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0212  DYNAMIC HT  -         176.424 (meters)     578.82  (feet)  COMP
 NE0212  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 NE0212
 NE0212  VERT ORDER  -  FIRST     CLASS 0
 NE0212
 NE0212.The horizontal coordinates were scaled from a topographic map and have
 NE0212.an estimated accuracy of +/- 6 seconds.
 NE0212
 NE0212.The orthometric height was determined by differential leveling
 NE0212.and adjusted by the National Geodetic Survey in June 1991..
 NE0212
 NE0212.The geoid height was determined by GEOID03.
 NE0212
 NE0212.The dynamic height is computed by dividing the NAVD 88
 NE0212.geopotential number by the normal gravity value computed on the
 NE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0212.degrees latitude (g = 980.6199 gals.).
 NE0212
 NE0212.The modeled gravity was interpolated from observed gravity values.
 NE0212
 NE0212;                    North         East    Units  Estimated Accuracy
 NE0212;SPC MI S     -   126,810.    4,143,030.      MT  (+/- 180 meters Scaled)
 NE0212
 NE0212                          SUPERSEDED SURVEY CONTROL
 NE0212
 NE0212  NGVD 29 (??/??/92)  176.606  (m)          579.41   (f) ADJ UNCH    1 0
 NE0212
 NE0212.Superseded values are not recommended for survey control.
 NE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0212.See file dsdata.txt to determine how the superseded data were derived.
 NE0212
 NE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH669208(NAD 83)
 NE0212_MARKER: Z = SEE DESCRIPTION
 NE0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0212_SP_SET: MANHOLE
 NE0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0212
 NE0212  HISTORY     - Date     Condition        Report By
 NE0212  HISTORY     - 1968     MONUMENTED       USLS
 NE0212  HISTORY     - 1970     GOOD             USLS
 NE0212  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 NE0212
 NE0212                          STATION DESCRIPTION
 NE0212
 NE0212'DESCRIBED BY US LAKE SURVEY 1970
 NE0212'4.5 MI W FROM ALGONAC.
 NE0212'COLONY IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 4 1/2 MILES
 NE0212'WEST OF ALGONAC, ON SOUTH SIDE OF HIGHWAY M-29, IN COLONY
 NE0212'ISLES SUBDIVISION, ON NORTH CHANNEL OF ST. CLAIR RIVER, ABOUT
 NE0212'0.4 MILE SOUTHWEST OF INTERSECTION OF MARINA AND AQUA ISLE
 NE0212'DRIVES, 400 FEET NORTHEAST OF CHANNEL EDGE, 74.0 FEET EASTERLY
 NE0212'OF EASTERLY CORNER OF DWELLING AT NO. 7394 AQUA ISLE DR.,
 NE0212'47.6 FEET NORTHEASTERLY OF NO. P4-652-6 AND 25.7 FEET
 NE0212'SOUTHWESTERLY OF NO. P5-652-6 EDISON CABLE COVERS AND MARKERS,
 NE0212'22 FEET SOUTHEAST OF CENTERLINE OF DRIVE, 6.7 FEET SOUTHEAST
 NE0212'OF SOUTHEAST OF CURB, JUST ABOVE THE GROUND SURFACE, BEING
 NE0212'HIGHEST POINT OVER CROSS CUT IN THE TOP OF THE OUTER EDGE OF CAST
 NE0212'IRON MAN HOLE.  NOTE-- BM 1968
 NE0212
 NE0212                          STATION RECOVERY (1999)
 NE0212
 NE0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1555 ***********************************************************************
 RL1555  DESIGNATION -  COLONY
 RL1555  PID         -  RL1555
 RL1555  STATE/COUNTY-  MI/IRON
 RL1555  USGS QUAD   -  LAKE MARY (1975)
 RL1555
 RL1555                         *CURRENT SURVEY CONTROL
 RL1555  ___________________________________________________________________
 RL1555* NAD 83(1994)-  46 05 02.71573(N)    088 11 23.63939(W)     ADJUSTED  
 RL1555* NAVD 88     -       423.     (meters)    1388.     (feet)  SCALED    
 RL1555  ___________________________________________________________________
 RL1555  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 RL1555  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 RL1555
 RL1555  HORZ ORDER  -  SECOND
 RL1555
 RL1555.The horizontal coordinates were established by classical geodetic methods
 RL1555.and adjusted by the National Geodetic Survey in February 1997..
 RL1555
 RL1555.The orthometric height was scaled from a topographic map.
 RL1555
 RL1555.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1555
 RL1555.The geoid height was determined by GEOID03.
 RL1555
 RL1555;                    North         East     Units Scale Factor Converg.
 RL1555;SPC MI N     -   145,261.673 7,907,977.994   MT  0.99990897   -0 51 36.2
 RL1555;SPC MI N     -   476,580.29 25,944,809.69   iFT  0.99990897   -0 51 36.2
 RL1555;UTM  16      - 5,104,078.474   408,003.214   MT  0.99970404   -0 51 26.0
 RL1555
 RL1555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1555!SPC MI N     -   0.99993890  x   0.99990897  =   0.99984788
 RL1555!UTM  16      -   0.99993890  x   0.99970404  =   0.99964296
 RL1555
 RL1555|---------------------------------------------------------------------|
 RL1555| PID    Reference Object                     Distance      Geod. Az  |
 RL1555|                                                           dddmmss.s |
 RL1555| CJ2375 COLONY RM 1                          35.228 METERS 11041     |
 RL1555| CJ2376 COLONY RM 2                          26.567 METERS 17104     |
 RL1555| CJ2374 COLONY AZ MK                                       2421418.6 |
 RL1555|---------------------------------------------------------------------|
 RL1555
 RL1555                          SUPERSEDED SURVEY CONTROL
 RL1555
 RL1555  NAD 83(1994)-  46 05 02.71408(N)    088 11 23.63464(W) AD(       ) 2
 RL1555  NAD 83(1986)-  46 05 02.71453(N)    088 11 23.63170(W) AD(       ) 2
 RL1555  NAD 27      -  46 05 02.89800(N)    088 11 23.15300(W) AD(       ) 2
 RL1555
 RL1555.Superseded values are not recommended for survey control.
 RL1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1555.See file dsdata.txt to determine how the superseded data were derived.
 RL1555
 RL1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS0800304078(NAD 83)
 RL1555_MARKER: DS = TRIANGULATION STATION DISK
 RL1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1555+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL1555
 RL1555  HISTORY     - Date     Condition        Report By
 RL1555  HISTORY     - 1954     MONUMENTED       CGS
 RL1555  HISTORY     - 20030925 GOOD             USPSQD
 RL1555  HISTORY     - 20060803 GOOD             USPSQD
 RL1555
 RL1555                          STATION DESCRIPTION
 RL1555
 RL1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1555'STATION IS LOCATED ABOUT 7 MILES EAST OF CRYSTAL FALLS AND
 RL1555'5-1/2 MILES WEST OF SAGOLA ALONG THE RIGHT OF WAY OF STATE
 RL1555'HIGHWAY 69.  STATION IS 47 FEET NORTHWEST OF THE CENTERLINE
 RL1555'OF HIGHWAY, 21 FEET WEST NORTHWEST OF TRIANGLE BLAZED TWIN
 RL1555'TREE, 17 FEET NORTH OF POPLAR TREE AND 8 FEET WEST OF WITNESS
 RL1555'POST.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS
 RL1555'STAMPED COLONY 1954.
 RL1555'
 RL1555'REFERENCE MARK NO. 1 IS 37 FEET SOUTHEAST OF THE CENTERLINE
 RL1555'OF HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RL1555'IS STAMPED COLONY NO 1 1954.
 RL1555'
 RL1555'REFERENCE MARK NO. 2 IS 37 FEET SOUTHEAST OF THE CENTERLINE
 RL1555'OF HIGHWAY.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK
 RL1555'IS STAMPED COLONY NO 2 1954.
 RL1555'
 RL1555'AZIMUTH MARK IS 34 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 RL1555'AND 3 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS
 RL1555'ABOUT 6 INCHES AND THE DISK IS STAMPED COLONY 1954.
 RL1555'
 RL1555'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 95 IN
 RL1555'SAGOLA GO WEST ON HIGHWAY 69 FOR 5.6 MILES TO STATION ON
 RL1555'RIGHT AS DESCRIBED.  CONTINUE WESTERLY ON HIGHWAY FOR 0.4
 RL1555'MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED.
 RL1555'
 RL1555'CONSIDERABLE CLEARING NECESSARY TO MAKE AZIMUTH MARK V.G.
 RL1555'
 RL1555'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RL1555
 RL1555                          STATION RECOVERY (2003)
 RL1555
 RL1555'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1555'RM 1 AND RM 2 ALSO FOUND IN GOOD CONDITION. AZ MARK NOT FOUND.
 RL1555
 RL1555                          STATION RECOVERY (2006)
 RL1555
 RL1555'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1555'COLONY RM 1 AND RM 2 ALSO FOUND IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0884 ***********************************************************************
 MC0884  DESIGNATION -  COLORS USLS
 MC0884  PID         -  MC0884
 MC0884  STATE/COUNTY-  MI/MONROE
 MC0884  USGS QUAD   -  STONY POINT (1978)
 MC0884
 MC0884                         *CURRENT SURVEY CONTROL
 MC0884  ___________________________________________________________________
 MC0884* NAD 83(1986)-  41 55 12.     (N)    083 20 18.     (W)     SCALED    
 MC0884* NAVD 88     -       175.546  (meters)     575.94   (feet)  ADJUSTED  
 MC0884  ___________________________________________________________________
 MC0884  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC0884  DYNAMIC HT  -         175.483 (meters)     575.73  (feet)  COMP
 MC0884  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 MC0884
 MC0884  VERT ORDER  -  FIRST     CLASS 0
 MC0884
 MC0884.The horizontal coordinates were scaled from a topographic map and have
 MC0884.an estimated accuracy of +/- 6 seconds.
 MC0884
 MC0884.The orthometric height was determined by differential leveling
 MC0884.and adjusted by the National Geodetic Survey in June 1991..
 MC0884
 MC0884.The geoid height was determined by GEOID03.
 MC0884
 MC0884.The dynamic height is computed by dividing the NAVD 88
 MC0884.geopotential number by the normal gravity value computed on the
 MC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0884.degrees latitude (g = 980.6199 gals.).
 MC0884
 MC0884.The modeled gravity was interpolated from observed gravity values.
 MC0884
 MC0884;                    North         East    Units  Estimated Accuracy
 MC0884;SPC MI S     -    47,180.    4,085,310.      MT  (+/- 180 meters Scaled)
 MC0884
 MC0884                          SUPERSEDED SURVEY CONTROL
 MC0884
 MC0884  NGVD 29 (??/??/92)  175.717  (m)          576.50   (f) ADJ UNCH    1 0
 MC0884
 MC0884.Superseded values are not recommended for survey control.
 MC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0884.See file dsdata.txt to determine how the superseded data were derived.
 MC0884
 MC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060435(NAD 83)
 MC0884_MARKER: DD = SURVEY DISK
 MC0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0884_SP_SET: STEEL ROD
 MC0884_STAMPING: COLORS 1959
 MC0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0884
 MC0884  HISTORY     - Date     Condition        Report By
 MC0884  HISTORY     - 1959     MONUMENTED       USLS
 MC0884  HISTORY     - 1969     GOOD             USLS
 MC0884
 MC0884                          STATION DESCRIPTION
 MC0884
 MC0884'DESCRIBED BY US LAKE SURVEY 1969
 MC0884'IN MONROE.
 MC0884'IS IN MONROE COUNTY, MICHIGAN, AT STERLING STATE PARK, ON WESTERLY
 MC0884'SIDE OF THE PARK LAGOON, NEAR THE PARK HEADQUARTERS BUILDING, 73 FEET
 MC0884'SOUTH OF B.M. COBRA, 50.5 FEET SOUTHEAST OF B.M. 8247-Z, 1.1 FEET
 MC0884'NORTHEAST OF THE FLAGPOLE, 1/4-FOOT BELOW THE GROUND SURFACE, BEING
 MC0884'HIGHEST POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 15 FEET
 MC0884'LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0019 ***********************************************************************
 RH0019  DESIGNATION -  COLTON IBC 1944
 RH0019  PID         -  RH0019
 RH0019  STATE/COUNTY-  MI/CHIPPEWA
 RH0019  USGS QUAD   -  DRUMMOND SE (1994)
 RH0019
 RH0019                         *CURRENT SURVEY CONTROL
 RH0019  ___________________________________________________________________
 RH0019* NAD 83(1994)-  46 03 29.90498(N)    083 33 13.89002(W)     ADJUSTED  
 RH0019* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RH0019  ___________________________________________________________________
 RH0019  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 RH0019  GEOID HEIGHT-         -37.16  (meters)                     GEOID03
 RH0019
 RH0019  HORZ ORDER  -  THIRD
 RH0019
 RH0019.The horizontal coordinates were established by classical geodetic methods
 RH0019.and adjusted by the National Geodetic Survey in February 1997..
 RH0019
 RH0019.The orthometric height was scaled from a topographic map.
 RH0019
 RH0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0019
 RH0019.The geoid height was determined by GEOID03.
 RH0019
 RH0019;                    North         East     Units Scale Factor Converg.
 RH0019;SPC MI N     -   147,500.720 8,266,561.152   MT  0.99991065   +2 29 27.0
 RH0019;SPC MI N     -   483,926.25 27,121,263.62   iFT  0.99991065   +2 29 27.0
 RH0019;SPC MI C     -   304,987.074 6,062,902.051   MT  1.00010268   +0 34 27.0
 RH0019;SPC MI C     - 1,000,613.76 19,891,410.93   iFT  1.00010268   +0 34 27.0
 RH0019;UTM  17      - 5,103,696.881   302,458.992   MT  1.00007973   -1 50 22.2
 RH0019
 RH0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0019!SPC MI N     -   0.99997824  x   0.99991065  =   0.99988889
 RH0019!SPC MI C     -   0.99997824  x   1.00010268  =   1.00008092
 RH0019!UTM  17      -   0.99997824  x   1.00007973  =   1.00005797
 RH0019
 RH0019:                Primary Azimuth Mark                     Grid Az
 RH0019:SPC MI N     -  SULPHUR ISLAND LH 1944                   333 57 00.9
 RH0019:SPC MI C     -  SULPHUR ISLAND LH 1944                   335 52 00.9
 RH0019:UTM  17      -  SULPHUR ISLAND LH 1944                   338 16 50.1
 RH0019
 RH0019|---------------------------------------------------------------------|
 RH0019| PID    Reference Object                     Distance      Geod. Az  |
 RH0019|                                                           dddmmss.s |
 RH0019| RH0016 SULPHUR ISLAND LH 1944              APPROX.10.5 KM 3362627.9 |
 RH0019| RH0015 THESSALON LH IBC 1944               APPROX.20.0 KM 3564535.6 |
 RH0019|---------------------------------------------------------------------|
 RH0019
 RH0019                          SUPERSEDED SURVEY CONTROL
 RH0019
 RH0019  NAD 83(1986)-  46 03 29.88890(N)    083 33 13.89918(W) AD(       ) 3
 RH0019
 RH0019.Superseded values are not recommended for survey control.
 RH0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0019.See file dsdata.txt to determine how the superseded data were derived.
 RH0019
 RH0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLM0245903697(NAD 83)
 RH0019_MARKER: DH = HORIZONTAL CONTROL DISK
 RH0019_SETTING: 80 = SET IN A BOULDER
 RH0019_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RH0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RH0019+STABILITY: SURFACE MOTION
 RH0019
 RH0019  HISTORY     - Date     Condition        Report By
 RH0019  HISTORY     - 1944     MONUMENTED       IBC
 RH0019
 RH0019                          STATION DESCRIPTION
 RH0019
 RH0019'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RH0019'ON SHOAL POINT, ON E SIDE OF DRUMMOND ISLAND, ABOUT 1/4 MILE S OF
 RH0019'THE EXTREME NE END OF THE POINT, WHERE MARBLE HEAD AND SULPHUR ISLAND
 RH0019'LIGHT SHOW ABOUT AN EQUAL AMOUNT OFF THE TANGENT OF THE SHORE ON THE
 RH0019'ROUNDING POINT.  IT IS IN A SMALL CLEARING, JUST INSIDE THE OUTER
 RH0019'TREE LINE, ABOUT LARGE ENOUGH TO ERECT THE NECESSARY TOWER.  THE
 RH0019'STATION IS 15 FEET INSIDE THE TREE LINE, 30 FEET FROM THE NORTH
 RH0019'CHANNEL, AND 2-1/2 FEET ABOVE IT.
 RH0019'
 RH0019'STATION MARK IS A STANDARD I B C BRONZE DISK SET IN A DRILL HOLE IN
 RH0019'A SOLID ROCK 2 INCHES BELOW THE SURFACE OF THE GROUND.  A LARGE
 RH0019'FLAT ROCK WAS PLACED OVER THE STATION.  A 20-FOOT TOWER WAS BUILT
 RH0019'OVER THE STATION.
 RH0019'
 RH0019'REFERENCE MARKS--THREE CAIRNS WERE CAIRNS WERE BUILT FOR REFERENCE
 RH0019'MARKS.  REFERENCE MARK 1 IS A 2-FOOT CAIRN 21 FEET S OF THE STATION
 RH0019'AND 20 FEET INSIDE THE TREE LINE.
 RH0019'
 RH0019'REFERENCE MARK 2 IS A 2-FOOT CAIRN 22 FEET W (INSHORE) FROM THE
 RH0019'STATION, ON TOP OF A BANK 3 FEET HIGHER THAN THE STATION.
 RH0019'
 RH0019'REFERENCE MARK 3 IS A 3-FOOT CAIRN 18 FEET N OF THE STATION, IN THE
 RH0019'EDGE OF THE TREE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1790 ***********************************************************************
 NF1790  DESIGNATION -  COLUMBIA GTW RR
 NF1790  PID         -  NF1790
 NF1790  STATE/COUNTY-  MI/CALHOUN
 NF1790  USGS QUAD   -  AUGUSTA (1985)
 NF1790
 NF1790                         *CURRENT SURVEY CONTROL
 NF1790  ___________________________________________________________________
 NF1790* NAD 83(1994)-  42 17 29.32502(N)    085 16 20.11151(W)     ADJUSTED  
 NF1790* NAVD 88     -       292.18   (+/-2cm)     958.6    (feet)  VERTCON   
 NF1790  ___________________________________________________________________
 NF1790  X           -     389,478.256 (meters)                     COMP
 NF1790  Y           -  -4,709,387.351 (meters)                     COMP
 NF1790  Z           -   4,269,783.149 (meters)                     COMP
 NF1790  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 NF1790  ELLIP HEIGHT-         258.86  (meters)          (07/17/02) GPS OBS
 NF1790  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF1790
 NF1790  HORZ ORDER  -  FIRST
 NF1790  VERT ORDER  -  THIRD ? (See Below)
 NF1790  ELLP ORDER  -  FOURTH    CLASS I
 NF1790
 NF1790.The horizontal coordinates were established by GPS observations
 NF1790.and adjusted by the National Geodetic Survey in February 1997..
 NF1790
 NF1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1790.The vertical order pertains to the NGVD 29 superseded value.
 NF1790
 NF1790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1790
 NF1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1790
 NF1790.The ellipsoidal height was determined by GPS observations
 NF1790.and is referenced to NAD 83.
 NF1790
 NF1790.The geoid height was determined by GEOID03.
 NF1790
 NF1790;                    North         East     Units Scale Factor Converg.
 NF1790;SPC MI S     -    88,317.716 3,925,319.257   MT  0.99996017   -0 36 58.6
 NF1790;SPC MI S     -   289,756.29 12,878,344.02   iFT  0.99996017   -0 36 58.6
 NF1790;UTM  16      - 4,683,584.975   642,435.103   MT  0.99984962   +1 09 46.1
 NF1790
 NF1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1790!SPC MI S     -   0.99995940  x   0.99996017  =   0.99991957
 NF1790!UTM  16      -   0.99995940  x   0.99984962  =   0.99980903
 NF1790
 NF1790                          SUPERSEDED SURVEY CONTROL
 NF1790
 NF1790  ELLIP H (02/03/97)  258.87   (m)                       GP(       ) 4 1
 NF1790  NAD 83(1986)-  42 17 29.32521(N)    085 16 20.12537(W) AD(       ) 1
 NF1790  NGVD 29 (09/14/93)  292.31   (m)          959.0    (f) LEVELING    3  
 NF1790
 NF1790.Superseded values are not recommended for survey control.
 NF1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1790.See file dsdata.txt to determine how the superseded data were derived.
 NF1790
 NF1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4243583585(NAD 83)
 NF1790_MARKER: DS = TRIANGULATION STATION DISK
 NF1790_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1790_SP_SET: DISK SET IN WINGWALL
 NF1790_STAMPING: COLUMBIA GTW RR 1992
 NF1790_MARK LOGO: HOLDEN
 NF1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1790+STABILITY: POSITION/ELEVATION WELL
 NF1790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1790+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 NF1790
 NF1790  HISTORY     - Date     Condition        Report By
 NF1790  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1790  HISTORY     - 20011128 GOOD             NGS
 NF1790  HISTORY     - 20030419 GOOD             USPSQD
 NF1790  HISTORY     - 20050823 GOOD             USPSQD
 NF1790
 NF1790                          STATION DESCRIPTION
 NF1790
 NF1790'DESCRIBED BY HOLDEN GPS 1992
 NF1790'STATION IS LOCATED ABOUT 2 1/2 MILES NORTHWEST OF THE I-94 INTERCHANGE
 NF1790'WITH HELMER ROAD, 4 MILES NORTHWEST OF THE I-94 INTERCHANGE WITH
 NF1790'M-66, 3 1/5 MILES WEST OF THE CENTER OF GOGUAC LAKE, 1 4/5 MILES
 NF1790'NORTHEAST OF THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1790'ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS QUADRANGLE MAP
 NF1790'AUGUSTA IN THE SW 1/4 OF SECTION 17 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1790'TO REACH FROM THE I-94 INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK
 NF1790'ROAD, GO NORTHEASTERLY ON BATTLE CREEK ROAD 1.4 MI (2.3 KM) TO
 NF1790'BUSINESS I-94, BEAR RIGHT AND CONTINUE NORTHEAST ANOTHER 0.4 MI
 NF1790'(0.6 KM) TO THE STATION ON THE LEFT ON THE NORTHWEST WING WALL OF THE
 NF1790'BRIDGE OVER THE RAILROAD.
 NF1790'STATION ON THE NORTHWEST WING WALL, 11.7 FT (3.6 M) NORTHWEST FROM THE
 NF1790'INTERSECTION OF THE NORTHWEST WINGWALL WITH THE COLUMBIA ROAD BRIDGE
 NF1790'OVER THE RAILROAD TRACKS AND 5.5 FT (1.7 M) NORTH FROM THE THIRD
 NF1790'GUARD RAIL POST FROM THE BRIDGE.
 NF1790'STATION IS GROUND VISIBLE WITH THE USCGS VERTICAL STATION B 336 TO THE
 NF1790'NORTHEAST 4.1 KM (2.5 MI) ACROSS THE AIRPORT.
 NF1790
 NF1790                          STATION RECOVERY (2001)
 NF1790
 NF1790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1790'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1790
 NF1790                          STATION RECOVERY (2003)
 NF1790
 NF1790'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1790'RECOVERED IN GOOD CONDITION.
 NF1790
 NF1790                          STATION RECOVERY (2005)
 NF1790
 NF1790'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1790'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0424 ***********************************************************************
 PL0424  DESIGNATION -  COMINS
 PL0424  PID         -  PL0424
 PL0424  STATE/COUNTY-  MI/OSCODA
 PL0424  USGS QUAD   -  COMINS (1986)
 PL0424
 PL0424                         *CURRENT SURVEY CONTROL
 PL0424  ___________________________________________________________________
 PL0424* NAD 83(1994)-  44 50 44.99155(N)    084 05 30.66514(W)     ADJUSTED  
 PL0424* NAVD 88     -       384.     (meters)    1260.     (feet)  SCALED    
 PL0424  ___________________________________________________________________
 PL0424  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 PL0424  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 PL0424
 PL0424  HORZ ORDER  -  FIRST
 PL0424
 PL0424.The horizontal coordinates were established by classical geodetic methods
 PL0424.and adjusted by the National Geodetic Survey in February 1997..
 PL0424
 PL0424.The orthometric height was scaled from a topographic map.
 PL0424
 PL0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0424
 PL0424.The geoid height was determined by GEOID03.
 PL0424
 PL0424;                    North         East     Units Scale Factor Converg.
 PL0424;SPC MI C     -   169,957.303 6,021,724.434   MT  0.99991415   +0 11 38.9
 PL0424;SPC MI C     -   557,602.70 19,756,313.76   iFT  0.99991415   +0 11 38.9
 PL0424;UTM  16      - 4,969,939.271   729,821.084   MT  1.00024953   +2 03 06.2
 PL0424
 PL0424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0424!SPC MI C     -   0.99994538  x   0.99991415  =   0.99985953
 PL0424!UTM  16      -   0.99994538  x   1.00024953  =   1.00019489
 PL0424
 PL0424|---------------------------------------------------------------------|
 PL0424| PID    Reference Object                     Distance      Geod. Az  |
 PL0424|                                                           dddmmss.s |
 PL0424| CH1010 COMINS RM 1                          16.722 METERS 07055     |
 PL0424| CH1011 COMINS RM 2                          19.875 METERS 15642     |
 PL0424| PL0437 LEWISTON RESET                      APPROX.17.9 KM 2734832.7 |
 PL0424|---------------------------------------------------------------------|
 PL0424
 PL0424                          SUPERSEDED SURVEY CONTROL
 PL0424
 PL0424  NAD 83(1986)-  44 50 44.98139(N)    084 05 30.66854(W) AD(       ) 1
 PL0424  NAD 27      -  44 50 44.94706(N)    084 05 30.65591(W) AD(       ) 1
 PL0424
 PL0424.Superseded values are not recommended for survey control.
 PL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0424.See file dsdata.txt to determine how the superseded data were derived.
 PL0424
 PL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2982169939(NAD 83)
 PL0424_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0424_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0424
 PL0424  HISTORY     - Date     Condition        Report By
 PL0424  HISTORY     - 1932     MONUMENTED       CGS
 PL0424  HISTORY     - 1980     GOOD             MIDH
 PL0424  HISTORY     - 20011203 GOOD             NGS
 PL0424
 PL0424                          STATION DESCRIPTION
 PL0424
 PL0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0424'ABOUT 12 MILES SOUTHEAST OF
 PL0424'ATLANTA, 3 MILES
 PL0424'NORTHWEST OF COMINS, ON LAND OWNED BY STATE, 25 FEET WEST OF
 PL0424'CENTER OF TRAIL, AND 12 FEET SOUTH
 PL0424'OF 4-INCH DOUBLE OAK TREE WITH TRIANGULAR BLAZE
 PL0424'TO REACH FROM ATLANTA, GO EAST 5.7 MILES ON ROUTE
 PL0424'M-32 TO JUNCTION WITH M-33.
 PL0424'CONTINUE 13.5 MILES ON ROUTE M-33 TO SECTION-LINE ROAD TO WEST WHICH
 PL0424'IS 0.6 MILE NORTH OF COMINS,
 PL0424'PROCEED WEST 2-1/4 MILES AND NORTHWEST 0.6 MILE ON MAIN-TRAVELED
 PL0424'ROAD TO FORK AT BOILING SPRINGS
 PL0424'SIGN, FOLLOW LEFT FORK ON MAIN ROAD 0.35 MILE TO FORK
 PL0424'AT BLAZED 6-INCH MAPLE ON RIGHT, TAKE RIGHT FORK
 PL0424'CONTINUE 0.1 MILE TO ROAD FORK,
 PL0424'FOLLOW MAIN FORWARD TRAIL 1.5 MILES TO POINT WHERE MAIN ROAD BEARS
 PL0424'TO RIGHT, FOLLOW DIM TRAIL
 PL0424'(WHICH IS ALMOST STRAIGHT AHEAD) NORTH 0.1 MILE TO T-INTERSECTION
 PL0424'WHICH IS JUST NORTH OF
 PL0424'TRIANGULAR BLAZE ON 4-INCH OAK TREE ON LEFT, TURN LEFT ONTO OLD DIM
 PL0424'TRAIL BEARING TO RIGHT INTO WOODS
 PL0424'NEAR 4-INCH POPLAR TREE ON RIGHT WITH TRIANGULAR
 PL0424'BLAZE, AND FOLLOW 0.35 MILE TO STATION SITE.
 PL0424'SURFACE AND UNDERGROUND MARKS ARE
 PL0424'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 PL0424'MARK PROJECTS 4 INCHES.
 PL0424'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0424'NO. 1 PROJECTS 5 INCHES, IS
 PL0424'20 FEET EAST OF TRAIL, AND 16.722 METERS (54.86 FEET)
 PL0424'(SLOPE) FROM STATION IN AZIMUTH 250 DEG 55
 PL0424'MIN.  NO. 2 PROJECTS 4 INCHES, IS 6 FEET WEST OF
 PL0424'TRAIL, AND 19.875 METERS (65.20 FEET) FROM STATION IN AZIMUTH
 PL0424'336 DEG 42 MIN.
 PL0424
 PL0424                          STATION RECOVERY (1980)
 PL0424
 PL0424'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0424'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0424'CONDITION.  MEASUREMENTS WERE HORIZONTAL,  PREVIOUS MEASUREMENTS WERE
 PL0424'SLOPE DISTANCES.  THE ANGLE BETWEEN RM 1 AND RM 2 DIFFERED BY 25
 PL0424'SECONDS, BUT PREVIOUS DIRECTIONS WERE RECORDED ONLY TO MINUTES. A NEW
 PL0424'DESCRIPTION FOLLOWS.
 PL0424'
 PL0424'THE STATION IS ABOUT 12 MILES SOUTHEAST OF ATLANTA, 3 MILES NORTHWEST
 PL0424'OF COMINS, ON TOP OF WOODED HILL, IN SECTION 5, T28N, R3E, ON LAND
 PL0424'OWNED BY THE STATE.
 PL0424'
 PL0424'TO REACH THE STATION FROM THE POST OFFICE IN ATLANTA, GO EAST ON M 32
 PL0424'5.9 MILES TO THE JUNCTION WITH M 33, TURN RIGHT AND GO SOUTH ON M 33
 PL0424'FOR 13.3 MILES TO A PAVED ROAD WEST (BOILING SPRINGS ROAD), WHICH IS
 PL0424'0.6 MILE NORTH OF COMINS,  TURN RIGHT AND GO WEST ON BOILING SPRINGS
 PL0424'ROAD FOR ONE MILE TO A DIRT ROAD , CONTINUE WEST ON DIRT ROAD FOR 1.5
 PL0424'MILES TO A CURVE TO THE RIGHT AND A 2 TRACK TRAIL STRAIGHT AHEAD, GO
 PL0424'TO RIGHT AROUND CURVE NORTHERLY ON DIRT ROAD FOR 1.25 MILES TO  THE
 PL0424'INTERSECTION OF DIRT ROADS NORTH AND WEST AND 2 TRACK TRAIL EAST, TURN
 PL0424'RIGHT AND GO EAST AND NORTHERLY ON 2 TRACK TRAIL FOR 1.7 MILES TO A
 PL0424'FORK, TAKE LEFT FORK AND GO NORTHERLY FOR 0.5 MILE TO THE END OF THE
 PL0424'TRAIL, WALK EAST 300 FEET TO THE TOP OF A SMALL RIDGE AND THE STATION.
 PL0424'
 PL0424'THE STATION IS A STANDARD CGS DISK STAMPED---COMINS 1932---SET IN THE
 PL0424'TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE
 PL0424'THE GROUND SURFACE.   IT IS ONE FOOT SOUTHEAST FROM A WOOD WITNESS
 PL0424'POST, 13 FEET SOUTHWEST FROM A 21 INCH TWIN OAK TREE, 27 FEET WEST
 PL0424'FROM THE CENTER OF OLD TRAIL AND 300 FEET EAST FROM THE CENTER OF THE
 PL0424'NEWER 2 TRACK TRAIL.
 PL0424'
 PL0424'REFERENCE MARK 1 IS A STANDARD CGS DISK STAMPED---COMINS NO 1 1932---
 PL0424'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 PL0424'INCHES ABOVE GROUND.  IT IS 25 FEET EAST FROM AN OLD TRAIL AND ONE
 PL0424'FOOT SOUTHWEST FROM A WOOD WITNESS POST
 PL0424'
 PL0424'REFERENCE MARK 2 IS A STANDARD CGS DISK STAMPED---COMINS NO 2 1932---
 PL0424'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 PL0424'INCHES ABOVE THE GROUND.  IT IS 7 FEET WEST FROM THE CENTER OF THE OLD
 PL0424'TRAIL AND ONE FOOT SOUTH OF A WOOD WITNESS POST.
 PL0424
 PL0424                          STATION RECOVERY (2001)
 PL0424
 PL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0424'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1669 ***********************************************************************
 NF1669  DESIGNATION -  COMMPORT
 NF1669  PID         -  NF1669
 NF1669  STATE/COUNTY-  MI/SHIAWASSEE
 NF1669  USGS QUAD   -  OWOSSO SOUTH (1972)
 NF1669
 NF1669                         *CURRENT SURVEY CONTROL
 NF1669  ___________________________________________________________________
 NF1669* NAD 83(1994)-  42 59 37.68156(N)    084 08 26.47999(W)     ADJUSTED  
 NF1669* NAVD 88     -       222.8    (meters)     731.     (feet)  GPS OBS   
 NF1669  ___________________________________________________________________
 NF1669  X           -     477,003.680 (meters)                     COMP
 NF1669  Y           -  -4,648,150.169 (meters)                     COMP
 NF1669  Z           -   4,327,127.316 (meters)                     COMP
 NF1669  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NF1669  ELLIP HEIGHT-         189.59  (meters)          (07/17/02) GPS OBS
 NF1669  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF1669
 NF1669  HORZ ORDER  -  FIRST
 NF1669  ELLP ORDER  -  FOURTH    CLASS I
 NF1669
 NF1669.This mark is at Owosso Airport (5D3)
 NF1669
 NF1669.The horizontal coordinates were established by GPS observations
 NF1669.and adjusted by the National Geodetic Survey in February 1997..
 NF1669
 NF1669.The orthometric height was determined by GPS observations and a
 NF1669.high-resolution geoid model.
 NF1669
 NF1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1669
 NF1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1669
 NF1669.The ellipsoidal height was determined by GPS observations
 NF1669.and is referenced to NAD 83.
 NF1669
 NF1669.The geoid height was determined by GEOID03.
 NF1669
 NF1669;                    North         East     Units Scale Factor Converg.
 NF1669;SPC MI S     -   165,952.624 4,018,426.594   MT  0.99990868   +0 09 13.6
 NF1669;SPC MI S     -   544,463.99 13,183,814.28   iFT  0.99990868   +0 09 13.6
 NF1669;UTM  16      - 4,764,094.144   733,088.086   MT  1.00026842   +1 57 02.5
 NF1669
 NF1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1669!SPC MI S     -   0.99997027  x   0.99990868  =   0.99987895
 NF1669!UTM  16      -   0.99997027  x   1.00026842  =   1.00023868
 NF1669
 NF1669:                Primary Azimuth Mark                     Grid Az
 NF1669:SPC MI S     -  COMMPORT AZ MK                           103 11 07.9
 NF1669:UTM  16      -  COMMPORT AZ MK                           101 23 19.0
 NF1669
 NF1669|---------------------------------------------------------------------|
 NF1669| PID    Reference Object                     Distance      Geod. Az  |
 NF1669|                                                           dddmmss.s |
 NF1669| NF1670 COMMPORT AZ MK                      APPROX. 0.6 KM 1032021.5 |
 NF1669|---------------------------------------------------------------------|
 NF1669
 NF1669                          SUPERSEDED SURVEY CONTROL
 NF1669
 NF1669  ELLIP H (02/03/97)  189.60   (m)                       GP(       ) 4 1
 NF1669  NAD 83(1986)-  42 59 37.67019(N)    084 08 26.49925(W) AD(       ) 1
 NF1669  NAD 83(1986)-  42 59 37.67157(N)    084 08 26.49674(W) AD(       ) 3
 NF1669  NGVD 29 (03/27/91)  223.6    (m)          734.     (f) GPS OBS        
 NF1669
 NF1669.Superseded values are not recommended for survey control.
 NF1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1669.See file dsdata.txt to determine how the superseded data were derived.
 NF1669
 NF1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3308864094(NAD 83)
 NF1669_MARKER: I = METAL ROD
 NF1669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1669_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1669_STAMPING: COMMPORT 1989
 NF1669_MARK LOGO: NGS   
 NF1669_PROJECTION: FLUSH
 NF1669_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1669+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 NF1669_ROD/PIPE-DEPTH: 3.8  meters
 NF1669_SLEEVE-DEPTH  : 1.0 meters
 NF1669
 NF1669  HISTORY     - Date     Condition        Report By
 NF1669  HISTORY     - 1989     MONUMENTED       NGS
 NF1669  HISTORY     - 19900116 GOOD
 NF1669  HISTORY     - 19910715 GOOD             NGS
 NF1669
 NF1669                          STATION DESCRIPTION
 NF1669
 NF1669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1669'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF OWOSSO, AT THE
 NF1669'OWOSSO COMMUNITY AIRPORT, IN THE WEST END OF A GRASS STRIP FORMED BY
 NF1669'THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP---SHIAWASSEE
 NF1669'COUNTY AIRPORT BOARD, C/O AIRPORT MANAGER MICHAEL PIDEK, P.O. BOX 485,
 NF1669'OWOSSO MI 48867.  PHONE IS (517) 723-4166 OR (517) 725-6356.
 NF1669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 52 IN
 NF1669'OWOSSO, GO EAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 21 TO A PAVED ROAD
 NF1669'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE AIRPORT
 NF1669'ENTRANCE ROAD TO A GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD. TURN
 NF1669'LEFT AND GO SOUTHEAST FOR 50 METERS ON THE GRAVEL ROAD TO THE APRON.
 NF1669'TURN HALF RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON
 NF1669'AND ON A CONNECTING TAXIWAY TO THE STATION LEFT JUST AFTER CROSSING
 NF1669'THE PARALLEL TAXIWAY.
 NF1669'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1669'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 NF1669'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1669'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1669'48.2 M (158.1 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE OF THE
 NF1669'PAVED RUNWAY, 27.5 M (90.2 FT) EAST FROM THE CENTER OF A CONNECTING
 NF1669'TAXIWAY, 8.1 M (26.6 FT) SOUTH-SOUTHWEST FROM THE SOUTH-SOUTHWEST EDGE
 NF1669'OF THE PARALLEL TAXIWAY AND 7.3 M (24.0 FT) EAST-SOUTHEAST FROM THE
 NF1669'SOUTHEAST CORNER OF A 0.8 METER SQUARE METAL DRAIN COVER.
 NF1669'DESCRIBED BY K.L. FANCHER.
 NF1669'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1669
 NF1669                          STATION RECOVERY (1990)
 NF1669
 NF1669'RECOVERED 1990
 NF1669'RECOVERED IN GOOD CONDITION.
 NF1669
 NF1669                          STATION RECOVERY (1991)
 NF1669
 NF1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1669'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF OWOSSO, AT THE
 NF1669'OWOSSO COMMUNITY AIRPORT, IN THE WEST END OF A GRASS STRIP FORMED BY
 NF1669'THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP---SHIAWASSEE
 NF1669'COUNTY AIRPORT BOARD, C/O AIRPORT MANAGER MICHAEL PIDEK, P.O. BOX
 NF1669'485, OWOSSO, MI. 48867. PHONE (517) 723-4166 OR 725-6356.
 NF1669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 52 IN
 NF1669'OWOSSO, GO EAST FOR 2.9 KM (1.8 MI) ON HIGHWAY 21 TO A PAVED ROAD
 NF1669'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON THE AIRPORT
 NF1669'ENTRANCE ROAD TO A GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD.
 NF1669'TURN LEFT AND GO SOUTHEAST FOR 50 METERS ON THE GRAVEL ROAD TO THE
 NF1669'APRON. TURN HALF RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.1 MI) ACROSS
 NF1669'THE APRON AND ON A CONNECTING TAXIWAY TO THE STATION LEFT JUST AFTER
 NF1669'CROSSING THE PARALLEL TAXIWAY.
 NF1669'LOCATED 48.2 M (158.1 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST
 NF1669'EDGE OF THE PAVED RUNWAY, 27.5 M (90.2 FT) EAST FROM THE CENTER OF A
 NF1669'CONNECTING TAXIWAY, 8.1 M (26.6 FT) SOUTH-SOUTHWEST FROM THE
 NF1669'SOUTH-SOUTHWEST EDGE OF THE PARALLEL TAXIWAY AND 7.3 M (24.0 FT)
 NF1669'EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF A 0.8 METER SQUARE METAL
 NF1669'DRAIN COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1670 ***********************************************************************
 NF1670  DESIGNATION -  COMMPORT AZ MK
 NF1670  PID         -  NF1670
 NF1670  STATE/COUNTY-  MI/SHIAWASSEE
 NF1670  USGS QUAD   -  OWOSSO SOUTH (1972)
 NF1670
 NF1670                         *CURRENT SURVEY CONTROL
 NF1670  ___________________________________________________________________
 NF1670* NAD 83(1994)-  42 59 32.99479(N)    084 07 59.55901(W)     ADJUSTED  
 NF1670* NAVD 88     -       223.7    (meters)     734.     (feet)  GPS OBS   
 NF1670  ___________________________________________________________________
 NF1670  X           -     477,620.487 (meters)                     COMP
 NF1670  Y           -  -4,648,186.653 (meters)                     COMP
 NF1670  Z           -   4,327,022.153 (meters)                     COMP
 NF1670  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 NF1670  ELLIP HEIGHT-         190.51  (meters)          (07/17/02) GPS OBS
 NF1670  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 NF1670
 NF1670  HORZ ORDER  -  FIRST
 NF1670  ELLP ORDER  -  FOURTH    CLASS I
 NF1670
 NF1670.This mark is at Owosso Airport (5D3)
 NF1670
 NF1670.The horizontal coordinates were established by GPS observations
 NF1670.and adjusted by the National Geodetic Survey in February 1997..
 NF1670
 NF1670.The orthometric height was determined by GPS observations and a
 NF1670.high-resolution geoid model.
 NF1670
 NF1670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1670
 NF1670.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1670
 NF1670.The ellipsoidal height was determined by GPS observations
 NF1670.and is referenced to NAD 83.
 NF1670
 NF1670.The geoid height was determined by GEOID03.
 NF1670
 NF1670;                    North         East     Units Scale Factor Converg.
 NF1670;SPC MI S     -   165,809.672 4,019,036.766   MT  0.99990863   +0 09 31.9
 NF1670;SPC MI S     -   543,994.99 13,185,816.16   iFT  0.99990863   +0 09 31.9
 NF1670;UTM  16      - 4,763,970.350   733,702.663   MT  1.00027195   +1 57 20.7
 NF1670
 NF1670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1670!SPC MI S     -   0.99997012  x   0.99990863  =   0.99987876
 NF1670!UTM  16      -   0.99997012  x   1.00027195  =   1.00024207
 NF1670
 NF1670:                Primary Azimuth Mark                     Grid Az
 NF1670:SPC MI S     -  COMMPORT                                 283 11 07.9
 NF1670:UTM  16      -  COMMPORT                                 281 23 19.1
 NF1670
 NF1670|---------------------------------------------------------------------|
 NF1670| PID    Reference Object                     Distance      Geod. Az  |
 NF1670|                                                           dddmmss.s |
 NF1670| NF1669 COMMPORT                            APPROX. 0.6 KM 2832039.8 |
 NF1670|---------------------------------------------------------------------|
 NF1670
 NF1670                          SUPERSEDED SURVEY CONTROL
 NF1670
 NF1670  ELLIP H (02/03/97)  190.52   (m)                       GP(       ) 4 1
 NF1670  NAD 83(1986)-  42 59 32.98344(N)    084 07 59.57825(W) AD(       ) 1
 NF1670  NAD 83(1986)-  42 59 32.98481(N)    084 07 59.57576(W) AD(       ) 3
 NF1670  NGVD 29 (03/27/91)  224.5    (m)          737.     (f) GPS OBS        
 NF1670
 NF1670.Superseded values are not recommended for survey control.
 NF1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1670.See file dsdata.txt to determine how the superseded data were derived.
 NF1670
 NF1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3370363970(NAD 83)
 NF1670_MARKER: I = METAL ROD
 NF1670_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1670_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1670_STAMPING: COMMPORT AZ MK 1989
 NF1670_MARK LOGO: NGS   
 NF1670_PROJECTION: FLUSH
 NF1670_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1670+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1990
 NF1670_ROD/PIPE-DEPTH: 7.3  meters
 NF1670_SLEEVE-DEPTH  : 1.0 meters
 NF1670
 NF1670  HISTORY     - Date     Condition        Report By
 NF1670  HISTORY     - 1989     MONUMENTED       NGS
 NF1670  HISTORY     - 19900123 GOOD
 NF1670
 NF1670                          STATION DESCRIPTION
 NF1670
 NF1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1670'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF OWOSSO, AT THE
 NF1670'OWOSSO COMMUNITY AIRPORT, IN THE EAST END OF A GRASS STRIP FORMED BY
 NF1670'THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.  OWNERSHIP---SHIAWASSEE
 NF1670'COUNTY AIRPORT BOARD, C/O AIRPORT MANAGER MICHAEL PIDEK, P.O. BOX 485,
 NF1670'OWOSSO MI 48867.  PHONE IS (517) 723-4166 OR (517) 725-6356.
 NF1670'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 52 IN
 NF1670'OWOSSO, GO EAST FOR 2.9 KM (1.80 MI) ON HIGHWAY 21 TO A PAVED ROAD
 NF1670'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE AIRPORT
 NF1670'ENTRANCE ROAD TO A GRAVEL ROAD LEFT AND THE AIRPORT OFFICE AHEAD. TURN
 NF1670'LEFT AND GO SOUTHEAST FOR 50 METERS ON THE GRAVEL ROAD TO THE APRON.
 NF1670'TURN HALF RIGHT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE APRON
 NF1670'AND ON A CONNECTING TAXIWAY TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 NF1670'EAST FOR 0.7 KM (0.45 MI) ON THE PARALLEL TAXIWAY TO THE STATION RIGHT
 NF1670'JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 NF1670'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1670'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 7.3 METERS IN A
 NF1670'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1670'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1670'LOCATED 41.0 M (134.5 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST
 NF1670'EDGE OF THE RUNWAY, 31.5 M (103.3 FT) WEST-NORTHWEST FROM THE CENTER
 NF1670'OF A CONNECTING TAXIWAY AND 15.7 M (51.5 FT) SOUTH-SOUTHWEST FROM THE
 NF1670'SOUTH-SOUTHWEST EDGE OF THE PARALLEL TAXIWAY.
 NF1670'DESCRIBED BY K.L. FANCHER.
 NF1670
 NF1670                          STATION RECOVERY (1990)
 NF1670
 NF1670'RECOVERED 1990
 NF1670'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0610 ***********************************************************************
 NE0610  DESIGNATION -  COMPARATOR
 NE0610  PID         -  NE0610
 NE0610  STATE/COUNTY-  MI/WAYNE
 NE0610  USGS QUAD   -  DETROIT (1980)
 NE0610
 NE0610                         *CURRENT SURVEY CONTROL
 NE0610  ___________________________________________________________________
 NE0610* NAD 83(1986)-  42 17 59.     (N)    083 05 39.     (W)     SCALED    
 NE0610* NAVD 88     -       178.150  (meters)     584.48   (feet)  POSTED    
 NE0610  ___________________________________________________________________
 NE0610  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0610  DYNAMIC HT  -         178.100 (meters)     584.32  (feet)  COMP
 NE0610  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NE0610
 NE0610  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NE0610
 NE0610.The horizontal coordinates were scaled from a topographic map and have
 NE0610.an estimated accuracy of +/- 6 seconds.
 NE0610
 NE0610.The orthometric height was determined by differential leveling
 NE0610.and adjusted by the National Geodetic Survey in 1992..
 NE0610.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NE0610.rate greater than 8.0 mm/km.
 NE0610
 NE0610.The geoid height was determined by GEOID03.
 NE0610
 NE0610.The dynamic height is computed by dividing the NAVD 88
 NE0610.geopotential number by the normal gravity value computed on the
 NE0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0610.degrees latitude (g = 980.6199 gals.).
 NE0610
 NE0610.The modeled gravity was interpolated from observed gravity values.
 NE0610
 NE0610;                    North         East    Units  Estimated Accuracy
 NE0610;SPC MI S     -    89,630.    4,104,920.      MT  (+/- 180 meters Scaled)
 NE0610
 NE0610                          SUPERSEDED SURVEY CONTROL
 NE0610
 NE0610  NGVD 29 (??/??/92)  178.338  (m)          585.10   (f) ADJ UNCH    1 2
 NE0610
 NE0610.Superseded values are not recommended for survey control.
 NE0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0610.See file dsdata.txt to determine how the superseded data were derived.
 NE0610
 NE0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273851(NAD 83)
 NE0610_MARKER: DD = SURVEY DISK
 NE0610_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0610_SP_SET: CONCRETE FOUNDATION
 NE0610_STAMPING: COMPARATOR 1941
 NE0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0610
 NE0610  HISTORY     - Date     Condition        Report By
 NE0610  HISTORY     - 1941     MONUMENTED       USLS
 NE0610  HISTORY     - 1954     GOOD             NGS
 NE0610
 NE0610                          STATION DESCRIPTION
 NE0610
 NE0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0610'AT DETROIT.
 NE0610'AT DETROIT, IN THE EAST PART OF FORT WAYNE MILITARY RESERVATION,
 NE0610'IN PART OCCUPIED BY THE U.S. ENGINEERS, JUST NORTH OF MACHINE
 NE0610'SHOP BUILDING AND CONNECTED WITH MACHINE SHOP BUILDING BY A TIN
 NE0610'BUILDING ADDITION, SET VERTICALLY IN THE SOUTHWEST FACE OF
 NE0610'CONCRETE FOUNDATION OF A FLAT ROOFED BRICK BUILDING, 12.1 FEET
 NE0610'SOUTHEAST OF WEST CORNER OF BUILDING, 7.1 FEET SOUTHEAST OF
 NE0610'SOUTHEAST EDGE OF A DOOR AND 3.7 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1735 ***********************************************************************
 NF1735  DESIGNATION -  COMSTOCK 2
 NF1735  PID         -  NF1735
 NF1735  STATE/COUNTY-  MI/KALAMAZOO
 NF1735  USGS QUAD   -  GALESBURG (1985)
 NF1735
 NF1735                         *CURRENT SURVEY CONTROL
 NF1735  ___________________________________________________________________
 NF1735* NAD 83(1994)-  42 17 35.53243(N)    085 29 33.49062(W)     ADJUSTED  
 NF1735* NAVD 88     -       270.6    (meters)     888.     (feet)  GPS OBS   
 NF1735  ___________________________________________________________________
 NF1735  X           -     371,349.810 (meters)                     COMP
 NF1735  Y           -  -4,710,706.332 (meters)                     COMP
 NF1735  Z           -   4,269,910.434 (meters)                     COMP
 NF1735  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 NF1735  ELLIP HEIGHT-         237.46  (meters)          (07/17/02) GPS OBS
 NF1735  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NF1735
 NF1735  HORZ ORDER  -  FIRST
 NF1735  ELLP ORDER  -  FOURTH    CLASS I
 NF1735
 NF1735.The horizontal coordinates were established by GPS observations
 NF1735.and adjusted by the National Geodetic Survey in February 1997..
 NF1735
 NF1735.The orthometric height was determined by GPS observations and a
 NF1735.high-resolution geoid model.
 NF1735
 NF1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1735
 NF1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1735
 NF1735.The ellipsoidal height was determined by GPS observations
 NF1735.and is referenced to NAD 83.
 NF1735
 NF1735.The geoid height was determined by GEOID03.
 NF1735
 NF1735;                    North         East     Units Scale Factor Converg.
 NF1735;SPC MI S     -    88,728.492 3,907,148.528   MT  0.99995986   -0 45 58.5
 NF1735;SPC MI S     -   291,103.98 12,818,728.77   iFT  0.99995986   -0 45 58.5
 NF1735;UTM  16      - 4,683,431.188   624,262.942   MT  0.99978999   +1 00 52.1
 NF1735
 NF1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1735!SPC MI S     -   0.99996276  x   0.99995986  =   0.99992262
 NF1735!UTM  16      -   0.99996276  x   0.99978999  =   0.99975276
 NF1735
 NF1735|---------------------------------------------------------------------|
 NF1735| PID    Reference Object                     Distance      Geod. Az  |
 NF1735|                                                           dddmmss.s |
 NF1735| NF1736 COMSTOCK AZ MK 2                    213.997 METERS 18641     |
 NF1735|---------------------------------------------------------------------|
 NF1735
 NF1735                          SUPERSEDED SURVEY CONTROL
 NF1735
 NF1735  ELLIP H (02/03/97)  237.47   (m)                       GP(       ) 4 1
 NF1735  NAD 83(1994)-  42 17 35.53317(N)    085 29 33.50407(W) AD(       ) 1
 NF1735  NAD 83(1986)-  42 17 35.53137(N)    085 29 33.50641(W) AD(       ) 3
 NF1735  NGVD 29 (04/09/92)  269.1    (m)          883.     (f) VERT ANG       
 NF1735
 NF1735.Superseded values are not recommended for survey control.
 NF1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1735.See file dsdata.txt to determine how the superseded data were derived.
 NF1735
 NF1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2426383431(NAD 83)
 NF1735_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1735_SP_SET: CONCRETE POST
 NF1735_STAMPING: COMSTOCK 2 1988
 NF1735_MARK LOGO: NGS   
 NF1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1735+STABILITY: SURFACE MOTION
 NF1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1735+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
 NF1735
 NF1735  HISTORY     - Date     Condition        Report By
 NF1735  HISTORY     - 1988     MONUMENTED       NGS
 NF1735  HISTORY     - 19900716 GOOD             LOCENG
 NF1735  HISTORY     - 19900716 GOOD             LOCENG
 NF1735  HISTORY     - 19921020 GOOD             MIDT
 NF1735  HISTORY     - 19970309 GOOD             USPSQD
 NF1735  HISTORY     - 20021017 GOOD             USPSQD
 NF1735
 NF1735                          STATION DESCRIPTION
 NF1735
 NF1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NF1735'STATION IS LOCATED IN QUAD 420853, ABOUT 1.6 KM (1.0 MI) NORTHEAST OF
 NF1735'THE TOWN OF COMSTOCK IN THE SE 1/4 SEC. 17, T.2.S., R.10.W. AND ON
 NF1735'PROPERTY OF CONSUMERS POWER COMPANY.  PERMISSION WAS OBTAINED FROM
 NF1735'MR. GARY GEARHART (RIGHT-OF-WAY SUPERVISOR) FOR CONSUMERS POWER
 NF1735'COMPANY, 2500 EAST CORK STREET, KALAMAZOO, MI.49001.  PHONE (616)
 NF1735'381-6130 EXT. 330.
 NF1735'TO REACH FROM THE POST OFFICE IN COMSTOCK, GO EAST ON STATE ROUTE M-96
 NF1735'FOR 1.51 KM (0.94 MI) TO A SIDE ROAD LEFT, (28TH STREET NORTH).  TURN
 NF1735'LEFT AND GO NORTH ON 28TH STREET FOR 0.55 KM (0.34 MI) TO A PAIR OF
 NF1735'HIGH TENSION LINE TOWERS AND THE STATION ON LEFT AS DESCRIBED.
 NF1735'STATION IS RECESSED 0.03 M (0.10 FT) BELOW THE GROUND SURFACE.  IT IS
 NF1735'17.70 M (58.07 FT) NORTH-NORTHWEST FROM A RURAL MAILBOX, 11.91 M
 NF1735'(39.07 FT) WEST FROM THE CENTER OF 28TH STREET, 5.52 M (18.11 FT)
 NF1735'EAST-SOUTHEAST FROM THE SOUTHEAST LEG OF THE EAST ONE OF THE PAIR OF
 NF1735'HIGH TENSION LINE TOWERS, 0.40 M (1.31 FT) NORTH FROM A CARSONITE
 NF1735'WITNESS POST AND 0.30 M (0.98 FT) SOUTH FROM A CARSONITE WITNESS
 NF1735'POST.  THIS STATION IS ABOUT 8 FEET HIGHER THAN THE SURFACE OF 28TH
 NF1735'STREET.
 NF1735'A TRAVERSE CONNECTION WAS MADE TO COMSTOCK 1931 AZ 2 1983 USING
 NF1735'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1735'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1735'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NF1735
 NF1735                          STATION RECOVERY (1990)
 NF1735
 NF1735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (NCC)
 NF1735'FOUND MARKS AND POSTS IN GOOD CONDITION PER NGS DESCRIPTION LEFT AS
 NF1735'FOUND.  NOTE--VERTICAL DATUM APPEARS TO BE 100 METERS (328.1 FT) LOW.
 NF1735
 NF1735                          STATION RECOVERY (1990)
 NF1735
 NF1735'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990 (NCC)
 NF1735'FOUND MARKS AND POSTS IN GOOD CONDITION PER NGS DESCRIPTION LEFT AS
 NF1735'FOUND.  NOTE--VERTICAL DATUM APPEARS TO BE 100 METERS (328.1 FT) LOW.
 NF1735
 NF1735                          STATION RECOVERY (1992)
 NF1735
 NF1735'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1735'STATION IS LOCATED IN QUAD 420852 ON THE KALAMAZOO QUADRANGLE MAP. IT
 NF1735'IS IN THE SOUTHEAST 1/4 OF SECTION 17, T-2-S, R-10-W, ON PROPERTY OF
 NF1735'CONSUMERS POWER COMPANY.  ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF RICHLAND,
 NF1735'AND ABOUT 8.9 MI (14.3 KM) WEST-NORTHWEST OF VILLAGE OF CLIMAX.
 NF1735'PERMISSION TO ENTER CAN BE OBTAINED FROM MR. GARY GEARHART
 NF1735'(RIGHT-OF-WAY SUPERVISOR) FOR CONSUMERS POWER COMPANY, 2500 EAST CORK
 NF1735'STREET, KALAMAZOO, MI 49001. PHONE (616) 381-6130 EXT-330. TO REACH
 NF1735'STATION FROM THE POST OFFICE IN COMSTOCK, GO EAST ON STATE HIGHWAY
 NF1735'M-96 (EAST MICHIGAN AVENUE) FOR 0.95 MI (1.53 KM) TO A SIDE ROAD LEFT,
 NF1735'(28TH STREET NORTH). TURN LEFT AND GO NORTH ON 28TH STREET FOR 0.35 MI
 NF1735'(0.56 KM) TO A PAIR OF HIGH TENSION LINE TOWERS AND THE STATION ON THE
 NF1735'LEFT, AS DESCRIBED. STATION IS RECESSED 0.1 FT (3.0 CM) BELOW GROUND
 NF1735'SURFACE. IT IS 58.07 FT (17.70 M) NORTH-NORTHWEST FROM A RURAL
 NF1735'MAILBOX, 39.1 FT (11.9 M) WEST FROM THE CENTER OF 28TH STREET, 18.1 FT
 NF1735'(5.5 M) EAST-SOUTHEAST FROM THE SOUTHEAST LEG FROM THE EAST TOWER OF
 NF1735'THE PAIR OF HIGH TENSION LINE TOWERS, AND 0.98 FT (29.87 CM) SOUTH
 NF1735'FROM A CARSONITE WITNESS POST. STATION IS ABOUT 8 FT (2.4 M) HIGHER
 NF1735'THAN THE SURFACE OF 28TH STREET.
 NF1735
 NF1735                          STATION RECOVERY (1997)
 NF1735
 NF1735'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1735'RECOVERED IN GOOD CONDITION.
 NF1735
 NF1735                          STATION RECOVERY (2002)
 NF1735
 NF1735'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1736 ***********************************************************************
 NF1736  DESIGNATION -  COMSTOCK AZ MK 2
 NF1736  PID         -  NF1736
 NF1736  STATE/COUNTY-  MI/KALAMAZOO
 NF1736  USGS QUAD   -  GALESBURG (1985)
 NF1736
 NF1736                         *CURRENT SURVEY CONTROL
 NF1736  ___________________________________________________________________
 NF1736* NAD 83(1994)-  42 17 28.64410(N)    085 29 34.57829(W)     ADJUSTED  
 NF1736* NAVD 88     -       266.6    (meters)     875.     (feet)  VERTCON   
 NF1736  ___________________________________________________________________
 NF1736  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 NF1736  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NF1736
 NF1736  HORZ ORDER  -  THIRD
 NF1736
 NF1736.The horizontal coordinates were established by classical geodetic methods
 NF1736.and adjusted by the National Geodetic Survey in February 1997..
 NF1736
 NF1736.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1736
 NF1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1736
 NF1736.The geoid height was determined by GEOID03.
 NF1736
 NF1736;                    North         East     Units Scale Factor Converg.
 NF1736;SPC MI S     -    88,516.312 3,907,120.771   MT  0.99996020   -0 45 59.3
 NF1736;SPC MI S     -   290,407.85 12,818,637.70   iFT  0.99996020   -0 45 59.3
 NF1736;UTM  16      - 4,683,218.284   624,241.796   MT  0.99978993   +1 00 51.2
 NF1736
 NF1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1736!SPC MI S     -   0.99996338  x   0.99996020  =   0.99992358
 NF1736!UTM  16      -   0.99996338  x   0.99978993  =   0.99975332
 NF1736
 NF1736                          SUPERSEDED SURVEY CONTROL
 NF1736
 NF1736  NAD 83(1986)-  42 17 28.64302(N)    085 29 34.59411(W) AD(       ) 3
 NF1736  NGVD 29 (04/09/92)  266.7    (m)          875.     (f) VERT ANG       
 NF1736
 NF1736.Superseded values are not recommended for survey control.
 NF1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1736.See file dsdata.txt to determine how the superseded data were derived.
 NF1736
 NF1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2424283218(NAD 83)
 NF1736_MARKER: DZ = AZIMUTH MARK DISK
 NF1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1736_SP_SET: CONCRETE POST
 NF1736_STAMPING: COMSTOCK 1931 AZ 2 1983
 NF1736_MARK LOGO: NGS   
 NF1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1736+STABILITY: POSITION/ELEVATION WELL
 NF1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1736+SATELLITE: SATELLITE OBSERVATIONS - 1983
 NF1736
 NF1736  HISTORY     - Date     Condition        Report By
 NF1736  HISTORY     - 1983     MONUMENTED       NGS
 NF1736  HISTORY     - 19970309 GOOD             USPSQD
 NF1736  HISTORY     - 20021017 GOOD             USPSQD
 NF1736
 NF1736                          STATION DESCRIPTION
 NF1736
 NF1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NF1736'AZIMUTH MARK 2 IS LOCATED IN QUAD. 420853, ABOUT 1.6 KM (1.0 MI)
 NF1736'NORTHEAST OF THE TOWN OF COMSTOCK IN THE SE 1/4 SEC. 17, T.2.S.,
 NF1736'R.10.W. AND ON PROPERTY OF CONSUMERS POWER COMPANY.  PERMISSION WAS
 NF1736'OBTAINED FROM MR. GARY GEARHART (RIGHT-OF-WAY SUPERVISOR) FOR
 NF1736'CONSUMERS POWER COMPANY, 2500 EAST CORK STREET, KALAMAZOO, MI.49001.
 NF1736'PHONE (616) 381-6130 EXT. 330.
 NF1736'TO REACH FROM THE POST OFFICE IN COMSTOCK, GO EAST ON STATE ROUTE M-96
 NF1736'FOR 1.51 KM (0.94 MI) TO A SIDE ROAD LEFT (28TH STREET NORTH).  TURN
 NF1736'LEFT AND GO NORTH ON 28TH STREET FOR 0.34 KM (0.21 MI) TO JUST BEFORE
 NF1736'REACHING THE TOP OF HILL AND THE STATION ON LEFT UNDERNEATH THE WEST
 NF1736'ONE OF TWO HIGH TENSION LINE TOWERS AS DESCRIBED.
 NF1736'AZIMUTH MARK 2 SET FLUSH WITH THE GROUND, IS LOCATED 38.1 M
 NF1736'(125.0 FT) WEST FROM THE CENTER OF 28TH STREET AND 0.30 M (0.98 FT)
 NF1736'SOUTH FROM A CARSONITE WITNESS POST.  THERE IS AN ARROW STAMPED INTO
 NF1736'THE DISK POINTING NORTH TOWARD STATION COMSTOCK 2 1988.
 NF1736'A TRAVERSE CONNECTION WAS MADE TO STATION COMSTOCK 2 1988 USING
 NF1736'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1736'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1736'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NF1736
 NF1736                          STATION RECOVERY (1997)
 NF1736
 NF1736'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1736'RECOVERED IN GOOD CONDITION.
 NF1736
 NF1736                          STATION RECOVERY (2002)
 NF1736
 NF1736'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0438 ***********************************************************************
 PL0438  DESIGNATION -  COMSTOCK FIRE LOOKOUT TOWER
 PL0438  PID         -  PL0438
 PL0438  STATE/COUNTY-  MI/MONTMORENCY
 PL0438  USGS QUAD   -  COMSTOCK HILLS (1950)
 PL0438
 PL0438                         *CURRENT SURVEY CONTROL
 PL0438  ___________________________________________________________________
 PL0438* NAD 83(1994)-  44 51 21.76460(N)    084 19 00.16288(W)     ADJUSTED  
 PL0438* NAVD 88     -                                                        
 PL0438  ___________________________________________________________________
 PL0438  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 PL0438  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PL0438
 PL0438  HORZ ORDER  -  THIRD
 PL0438
 PL0438.The horizontal coordinates were established by classical geodetic methods
 PL0438.and adjusted by the National Geodetic Survey in February 1997..
 PL0438
 PL0438
 PL0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0438
 PL0438.The geoid height was determined by GEOID03.
 PL0438
 PL0438;                    North         East     Units Scale Factor Converg.
 PL0438;SPC MI C     -   171,056.770 6,003,948.284   MT  0.99991386   +0 02 07.0
 PL0438;SPC MI C     -   561,209.88 19,697,993.06   iFT  0.99991386   +0 02 07.0
 PL0438;UTM  16      - 4,970,462.021   712,013.533   MT  1.00015276   +1 53 35.9
 PL0438
 PL0438                          SUPERSEDED SURVEY CONTROL
 PL0438
 PL0438  NAD 83(1986)-  44 51 21.75566(N)    084 19 00.16988(W) AD(       ) 4
 PL0438  NAD 27      -  44 51 21.71661(N)    084 19 00.11545(W) AD(       ) 3
 PL0438
 PL0438.Superseded values are not recommended for survey control.
 PL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0438.See file dsdata.txt to determine how the superseded data were derived.
 PL0438
 PL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1201470462(NAD 83)
 PL0438
 PL0438  HISTORY     - Date     Condition        Report By
 PL0438  HISTORY     - 1949     MONUMENTED       CGS
 PL0438  HISTORY     - 20011205 MARK NOT FOUND   NGS
 PL0438
 PL0438                          STATION DESCRIPTION
 PL0438
 PL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0438'STATION IS LOCATED 2 MILES SOUTH OF LEWISTON ON THE TOP OF COMSTOCK
 PL0438'HILL.  IT IS A
 PL0438'FOUR LEGGED STEEL STRUCTURE PAINTED BLACK AND WHITE ABOUT 125 FEET
 PL0438'HIGH WITH AN ENCLOSED CAB AT THE
 PL0438'TOP.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF
 PL0438'THE TOWER.  A TRAVERSE CONNECTION WAS MADE FROM
 PL0438'TRIANGULATION STATION LEWISTON AND THE DISTANCE
 PL0438'WAS FOUND TO BE 70.375 METERS.  (230.89 FEET).
 PL0438
 PL0438                          STATION RECOVERY (2001)
 PL0438
 PL0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0438'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0326 ***********************************************************************
 PK0326  DESIGNATION -  COMSTOCK RESET
 PK0326  PID         -  PK0326
 PK0326  STATE/COUNTY-  MI/ALCONA
 PK0326  USGS QUAD   -  HUBBARD LAKE SW (1972)
 PK0326
 PK0326                         *CURRENT SURVEY CONTROL
 PK0326  ___________________________________________________________________
 PK0326* NAD 83(1994)-  44 46 12.70036(N)    083 40 00.73610(W)     ADJUSTED  
 PK0326* NAVD 88     -       351.     (meters)    1152.     (feet)  SCALED    
 PK0326  ___________________________________________________________________
 PK0326  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 PK0326  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 PK0326
 PK0326  HORZ ORDER  -  FIRST
 PK0326
 PK0326.The horizontal coordinates were established by classical geodetic methods
 PK0326.and adjusted by the National Geodetic Survey in February 1997..
 PK0326
 PK0326.The orthometric height was scaled from a topographic map.
 PK0326
 PK0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0326
 PK0326.The geoid height was determined by GEOID03.
 PK0326
 PK0326;                    North         East     Units Scale Factor Converg.
 PK0326;SPC MI C     -   161,754.838 6,055,391.507   MT  0.99991725   +0 29 39.6
 PK0326;SPC MI C     -   530,691.73 19,866,770.04   iFT  0.99991725   +0 29 39.6
 PK0326;UTM  17      - 4,960,882.530   288,970.536   MT  1.00014766   -1 52 43.9
 PK0326
 PK0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0326!SPC MI C     -   0.99995059  x   0.99991725  =   0.99986784
 PK0326!UTM  17      -   0.99995059  x   1.00014766  =   1.00009824
 PK0326
 PK0326:                Primary Azimuth Mark                     Grid Az
 PK0326:SPC MI C     -  STOVEL RESET                             005 53 05.7
 PK0326:UTM  17      -  STOVEL RESET                             008 15 29.2
 PK0326
 PK0326|---------------------------------------------------------------------|
 PK0326| PID    Reference Object                     Distance      Geod. Az  |
 PK0326|                                                           dddmmss.s |
 PK0326| PK0328 STOVEL RESET                        APPROX.12.9 KM 0062245.3 |
 PK0326|---------------------------------------------------------------------|
 PK0326
 PK0326                          SUPERSEDED SURVEY CONTROL
 PK0326
 PK0326  NAD 83(1986)-  44 46 12.69198(N)    083 40 00.73513(W) AD(       ) 1
 PK0326  NAD 27      -  44 46 12.65120(N)    083 40 00.80579(W) AD(       ) 1
 PK0326
 PK0326.Superseded values are not recommended for survey control.
 PK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0326.See file dsdata.txt to determine how the superseded data were derived.
 PK0326
 PK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8897160883(NAD 83)
 PK0326_MARKER: DS = TRIANGULATION STATION DISK
 PK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0326
 PK0326  HISTORY     - Date     Condition        Report By
 PK0326  HISTORY     - 1940     MONUMENTED       USLS
 PK0326  HISTORY     - 1980     GOOD             MIDH
 PK0326  HISTORY     - 19960512 GOOD             USPSQD
 PK0326
 PK0326                          STATION DESCRIPTION
 PK0326
 PK0326'DESCRIBED BY US LAKE SURVEY 1940
 PK0326'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 24 MI. SW OF
 PK0326'ALPENA, 3-1/2 MI. W
 PK0326'AND 6 MI. S OF THE EXTREME N END OF HUBBARD LAKE, ON A
 PK0326'LIGHTLY-WOODED HILL AT THE S
 PK0326'BOUNDARY OF THE WILDCUT GUN CLUB,
 PK0326'265 FT. SW OF A 3-1/2FT. BOULDER WHICH IS JUST
 PK0326'W OF SINGLE-WIRE
 PK0326'N-S FENCE, 175 FT. W OF A FENCE CORNER, AND 11 FT. S OF AN E-W
 PK0326'FENCE.
 PK0326'
 PK0326'STATION MARK IS A CROSS IN A BRONZE DISK, SET IN THE TOP OF
 PK0326'A 12-IN. SQUARE
 PK0326'CONCRETE MONUMENT ABOUT 1 FT. ABOVE GROUND SURFACE.
 PK0326'
 PK0326'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN A CONCRETE
 PK0326'POST S 34 DEG. W,
 PK0326'58.37 FT. FROM THE STATION.
 PK0326'
 PK0326'REFERENCE MONUMENT 2 IS A BRONZE DISK, SET IN A CONCRETE POST
 PK0326'WHICH IS ON THE
 PK0326'HIGHEST PART OF A HILL N 80 DEG. W, 96.5 FT. FROM THE STATION.
 PK0326'
 PK0326'REFERENCE MONUMENT 3 IS A BRONZE DISK, SET IN THE N SIDE OF
 PK0326'A 4-FT.
 PK0326'PARTIALLY-EXPOSED GRAY BOULDER, 7 FT. E OF A 15-IN. NORWAY
 PK0326'PINE TREE, BEARS N 10 DEG.
 PK0326'W, 133.5 FT. FROM THE STATION.
 PK0326'
 PK0326'TO REACH FROM THE BRIDGE OVER THE LOWER SOUTH BRANCH OF
 PK0326'THUNDER BAY AT THE
 PK0326'N END OF HUBBARD LAKE, GO W ON A COUNTY ROAD
 PK0326'FOR 1.6 MI., TURN S FOR 0.6 MI., TURN
 PK0326'W FOR 0.5 MI., CONTINUE ON
 PK0326'A WELL-TRAVELED ROAD THROUGHT THE WOODS FOR 2.6 MI.,
 PK0326'TAKE THE RIGHT
 PK0326'FORK AND GO 0.4 MI., TAKE THE LEFT FORK AND GO 1.3 MI., PASS THE
 PK0326'ENTRANCE TO NO DOE
 PK0326'HUNT CLUB AND GO 1.1 MI., PASS THE ENTRANCE TO
 PK0326'THE PINE GROVE GUN CLUB AND CONTINUE
 PK0326'FOR 0.7 MI., TAKE THE MIDDLE
 PK0326'ONE OF THREE ROADS AND GO FOR 1.6 MI., TURN LEFT FROM
 PK0326'THE N-S ROAD ON
 PK0326'A TRAIL AND GO FOR 0.8 MI. TO THE WILDCAT GUN CLUB CAMPSITE,
 PK0326'CONTINUE E ON A
 PK0326'WINDING TRAIL FOR 1.7 MI. AND STOP IN A RAVINE
 PK0326'200 FT. W OF A N-S FENCE, CONTINUE
 PK0326'ON FOOT 3000 FT. S ALONG THE
 PK0326'FENCE TO THE CORNER AND STATION.
 PK0326
 PK0326                          STATION RECOVERY (1980)
 PK0326
 PK0326'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0326'THE STATION MARK AND REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 PK0326'CONDITION.  THE DISTANCE TO RM 1 AGREED WITH PREVIOUS DATA.  MEASURED
 PK0326'DISTANCE TO RM 2 WAS 0.04 FOOT SHORTER THAN RECORDED AND FROM STATION
 PK0326'TO RM 3 WAS 0.07 FOOT SHORTER THAN RECORDED.  THE RECORDED STATION
 PK0326'LOCATION AND TO REACH IS ADEQUATE.
 PK0326'
 PK0326'THE STATION MARK PROJECTS 12 INCHES ABOVE THE GROUND.  IT IS 3 FEET
 PK0326'SOUTH OF A SINGLE STRAND FENCE RUNNING EAST AND WEST, 175 FEET FROM A
 PK0326'FENCE CORNER, 17 FEET SOUTH FROM A 16 INCH OAK, 9 FEET WEST FROM AN 8
 PK0326'INCH TWIN MAPLE AND 15 FEET N40E FROM A 20 INCH TWIN OAK.
 PK0326'
 PK0326'REFERENCE MARK 1 PROJECTS 5 INCHES ABOVE GROUND.  IT IS 56 FEET SOUTH
 PK0326'FROM A SINGLE STRAND FENCE, 16 FEET N70W FROM A 7 INCH OAK, 10 FEET
 PK0326'N50E FROM A 10 INCH TWIN MAPLE AND 15 FEET S20E FROM AN 18 INCH PINE.
 PK0326'
 PK0326'REFERENCE MARK 2 PROJECTS 2 INCHES ABOVE GROUND.  IT IS 4 FEET NORTH
 PK0326'FROM A SINGLE STRAND FENCE, 13 FEET S35W FROM A 13 INCH OAK, 20 FEET
 PK0326'N70W FROM AN 8 INCH WHITE BIRCH, 6 FEET N35W FROM A 16 INCH OAK.
 PK0326'
 PK0326'REFERENCE MARK 3 IS A BRONZE DISK STAMPED---NO 3 COMSTOCK 1905 1940---
 PK0326'SET IN THE NORTH SIDE OF A 4 FOOT PARTIALLY EXPOSED GRAY BOULDER
 PK0326'PROJECTING 12 INCHES ABOVE GROUND.  IT IS 125 FEET NORTH FROM A SINGLE
 PK0326'STRAND FENCE, 20 FEET SOUTH FROM AN 11 INCH OAK, 8 FEET WEST FROM A
 PK0326'16 INCH TWIN OAK AND 15 FEET N40E FROM A 10 INCH ASH.
 PK0326
 PK0326                          STATION RECOVERY (1996)
 PK0326
 PK0326'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0139 ***********************************************************************
 NE0139  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0139  DESIGNATION -  CON
 NE0139  PID         -  NE0139
 NE0139  STATE/COUNTY-  MI/WAYNE
 NE0139  USGS QUAD   -  BELLE ISLE (1980)
 NE0139
 NE0139                         *CURRENT SURVEY CONTROL
 NE0139  ___________________________________________________________________
 NE0139* NAD 83(1986)-  42 21 28.     (N)    082 55 48.     (W)     SCALED    
 NE0139* NAVD 88     -       176.532  (meters)     579.17   (feet)  ADJUSTED  
 NE0139  ___________________________________________________________________
 NE0139  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0139  DYNAMIC HT  -         176.480 (meters)     579.00  (feet)  COMP
 NE0139  MODELED GRAV-     980,322.6   (mgal)                       NAVD 88
 NE0139
 NE0139  VERT ORDER  -  FIRST     CLASS 0
 NE0139
 NE0139.The horizontal coordinates were scaled from a topographic map and have
 NE0139.an estimated accuracy of +/- 6 seconds.
 NE0139
 NE0139.The orthometric height was determined by differential leveling
 NE0139.and adjusted by the National Geodetic Survey in June 1991..
 NE0139
 NE0139.This Tidal Bench Mark is designated as VM 12967
 NE0139.by the Center for Operational Oceanographic Products and Services.
 NE0139
 NE0139.The geoid height was determined by GEOID03.
 NE0139
 NE0139.The dynamic height is computed by dividing the NAVD 88
 NE0139.geopotential number by the normal gravity value computed on the
 NE0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0139.degrees latitude (g = 980.6199 gals.).
 NE0139
 NE0139.The modeled gravity was interpolated from observed gravity values.
 NE0139
 NE0139;                    North         East    Units  Estimated Accuracy
 NE0139;SPC MI S     -    96,290.    4,118,350.      MT  (+/- 180 meters Scaled)
 NE0139
 NE0139                          SUPERSEDED SURVEY CONTROL
 NE0139
 NE0139  NGVD 29 (??/??/92)  176.687  (m)          579.68   (f) ADJ UNCH    1 0
 NE0139
 NE0139.Superseded values are not recommended for survey control.
 NE0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0139.See file dsdata.txt to determine how the superseded data were derived.
 NE0139
 NE0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG410913(NAD 83)
 NE0139_MARKER: Q = CHISELED SQUARE
 NE0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0139+STABILITY: SURFACE MOTION
 NE0139
 NE0139  HISTORY     - Date     Condition        Report By
 NE0139  HISTORY     - 1963     MONUMENTED       USLS
 NE0139  HISTORY     - 1970     GOOD             USLS
 NE0139  HISTORY     - 19981212 MARK NOT FOUND   USPSQD
 NE0139
 NE0139                          STATION DESCRIPTION
 NE0139
 NE0139'DESCRIBED BY US LAKE SURVEY 1970
 NE0139'AT DETROIT.
 NE0139'CON IS AT DETROIT, WAYNE COUNTY, MICHIGAN, AT WINDMILL POINT ON THE
 NE0139'U.S. PUBLIC HEALTH SERVICE HOSPITAL GROUNDS, NEAR WINDMILL
 NE0139'POINT LIGHT, ON THE INSIDE EDGE OF THE STEEL CAPPING OF THE
 NE0139'STEEL BREAKWALL JUST SOUTH OF THE LIGHTHOUSE, 2.43 FEET SOUTH
 NE0139'OF CONCRETE FOUNDATION OF LIGHTHOUSE, 0.45 FOOT NORTH OF CORNER
 NE0139'FENCE POST BEING THE HIGHEST POINT IN A CHISELED SQUARE MARKED
 NE0139'BY A CROSS INSIDE THE SQUARE.  NOTE-- PREV. DESIG. BM CON 1963.
 NE0139
 NE0139                          STATION RECOVERY (1998)
 NE0139
 NE0139'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME3329 ***********************************************************************
 ME3329  DESIGNATION -  CON
 ME3329  PID         -  ME3329
 ME3329  STATE/COUNTY-  MI/BERRIEN
 ME3329  USGS QUAD   -  BRIDGMAN (1978)
 ME3329
 ME3329                         *CURRENT SURVEY CONTROL
 ME3329  ___________________________________________________________________
 ME3329* NAD 83(1994)-  41 54 26.89328(N)    086 36 24.94074(W)     ADJUSTED  
 ME3329* NAVD 88     -       179.3    (meters)     588.     (feet)  GPS OBS   
 ME3329  ___________________________________________________________________
 ME3329  X           -     281,367.375 (meters)                     COMP
 ME3329  Y           -  -4,745,644.280 (meters)                     COMP
 ME3329  Z           -   4,238,057.788 (meters)                     COMP
 ME3329  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 ME3329  ELLIP HEIGHT-         145.47  (meters)          (07/17/02) GPS OBS
 ME3329  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 ME3329
 ME3329  HORZ ORDER  -  SECOND
 ME3329  ELLP ORDER  -  FOURTH    CLASS I
 ME3329
 ME3329.The horizontal coordinates were established by GPS observations
 ME3329.and adjusted by the National Geodetic Survey in February 1997..
 ME3329
 ME3329.The orthometric height was determined by GPS observations and a
 ME3329.high-resolution geoid model.
 ME3329
 ME3329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME3329
 ME3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME3329
 ME3329.The ellipsoidal height was determined by GPS observations
 ME3329.and is referenced to NAD 83.
 ME3329
 ME3329.The geoid height was determined by GEOID03.
 ME3329
 ME3329;                    North         East     Units Scale Factor Converg.
 ME3329;SPC MI S     -    47,735.066 3,814,136.425   MT  1.00005113   -1 31 28.4
 ME3329;SPC MI S     -   156,611.11 12,513,570.95   iFT  1.00005113   -1 31 28.4
 ME3329;UTM  16      - 4,639,577.540   532,600.435   MT  0.99961308   +0 15 45.2
 ME3329
 ME3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME3329!SPC MI S     -   0.99997718  x   1.00005113  =   1.00002831
 ME3329!UTM  16      -   0.99997718  x   0.99961308  =   0.99959027
 ME3329
 ME3329                          SUPERSEDED SURVEY CONTROL
 ME3329
 ME3329  ELLIP H (02/03/97)  145.60   (m)                       GP(       ) 4 1
 ME3329  NAD 83(1986)-  41 54 26.89204(N)    086 36 24.94168(W) AD(       ) 2
 ME3329
 ME3329.Superseded values are not recommended for survey control.
 ME3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME3329.See file dsdata.txt to determine how the superseded data were derived.
 ME3329
 ME3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM3260039578(NAD 83)
 ME3329_MARKER: Z = SEE DESCRIPTION
 ME3329_SETTING: 0 = UNSPECIFIED SETTING
 ME3329_STAMPING: X
 ME3329_MARK LOGO: NOS   
 ME3329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 ME3329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME3329+STABILITY: POSITION/ELEVATION WELL
 ME3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME3329+SATELLITE: SATELLITE OBSERVATIONS - 1991
 ME3329
 ME3329  HISTORY     - Date     Condition        Report By
 ME3329  HISTORY     - 1991     MONUMENTED       NOS
 ME3329
 ME3329                          STATION DESCRIPTION
 ME3329
 ME3329'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 ME3329'THE STATION IS LOCATED AT WARREN DUNES STATE PARK APPROXIMATELY 4 MI
 ME3329'(6.44 KM) SOUTHWEST OF BRIDGMAN, MI, JUST WEST OF THE CENTER OF THREE
 ME3329'BEACH CONCESSION BUILDINGS AT THE STATE PARKS MAIN BEACH.
 ME3329'TO REACH THE STATION FROM THE INTERSECTION OF RED ARROW HWY AND THE
 ME3329'ENTRANCE TO WARREN DUNES STATE PARK, FOLLOW THE PARK ENTRANCE ROAD
 ME3329'FOR APPROXIMATELY 1.4 MILES TO THE MAIN BEACH AREA AND THE CENTER OF
 ME3329'THREE BEACH CONCESSION BUILDINGS AND STATION AS DESCRIBED.
 ME3329'THE STATION IS A STAMPED CROSS - X - ON THE TOP OF A STEEL SHEET PILE
 ME3329'CAP SUPPORT WHICH EXTENDS EAST FROM A STEEL SHEET PILE RETAINING WALL
 ME3329'ON THE LAKE SIDE OF THE CONCESSION STAND.  THE MARK IS 17.93 M
 ME3329'(58.83 FT) NORTH OF THE MOST WESTERLY POINT OF CONCRETE CONCESSION
 ME3329'STAND PAD, 5.17 M (16.96 FT) WEST OF THE EAST END OF STEEL SHEET PILE
 ME3329'SUPPORT, 4.45 M (14.60 FT)  EAST OF THE FACE OF RETAINING WALL, AND
 ME3329'0.11 M (0.36 FT) NORTH OF THE SOUTH EDGE OF THE STEEL SUPPORT.
 ME3329'POINT OF CONTACT - JOE SOUTHWOOD, WARREN DUNES PARK MANAGER.
 ME3329'DESCRIBED BY ALG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0180 ***********************************************************************
 QL0180  DESIGNATION -  CON PT C
 QL0180  PID         -  QL0180
 QL0180  STATE/COUNTY-  MI/DELTA
 QL0180  USGS QUAD   -  ESCANABA (1985)
 QL0180
 QL0180                         *CURRENT SURVEY CONTROL
 QL0180  ___________________________________________________________________
 QL0180* NAD 83(1986)-  45 43 34.     (N)    087 05 10.     (W)     SCALED    
 QL0180* NAVD 88     -       182.259  (meters)     597.96   (feet)  ADJUSTED  
 QL0180  ___________________________________________________________________
 QL0180  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QL0180  DYNAMIC HT  -         182.258 (meters)     597.96  (feet)  COMP
 QL0180  MODELED GRAV-     980,607.5   (mgal)                       NAVD 88
 QL0180
 QL0180  VERT ORDER  -  FIRST     CLASS 0
 QL0180
 QL0180.This mark is at Delta County Airport (ESC)
 QL0180
 QL0180.The horizontal coordinates were scaled from a topographic map and have
 QL0180.an estimated accuracy of +/- 6 seconds.
 QL0180
 QL0180.The orthometric height was determined by differential leveling
 QL0180.and adjusted by the National Geodetic Survey in June 1991..
 QL0180
 QL0180.The geoid height was determined by GEOID03.
 QL0180
 QL0180.The dynamic height is computed by dividing the NAVD 88
 QL0180.geopotential number by the normal gravity value computed on the
 QL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0180.degrees latitude (g = 980.6199 gals.).
 QL0180
 QL0180.The modeled gravity was interpolated from observed gravity values.
 QL0180
 QL0180;                    North         East    Units  Estimated Accuracy
 QL0180;SPC MI N     -   104,790.    7,993,300.      MT  (+/- 180 meters Scaled)
 QL0180
 QL0180                          SUPERSEDED SURVEY CONTROL
 QL0180
 QL0180  NGVD 29 (??/??/92)  182.277  (m)          598.02   (f) ADJ UNCH    1 0
 QL0180
 QL0180.Superseded values are not recommended for survey control.
 QL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0180.See file dsdata.txt to determine how the superseded data were derived.
 QL0180
 QL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR932636(NAD 83)
 QL0180_MARKER: Z = SEE DESCRIPTION
 QL0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0180_STAMPING: CON PT C 1966
 QL0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0180+STABILITY: SURFACE MOTION
 QL0180
 QL0180  HISTORY     - Date     Condition        Report By
 QL0180  HISTORY     - 1966     MONUMENTED       CGS
 QL0180  HISTORY     - 1972     GOOD             NGS
 QL0180  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0180
 QL0180                          STATION DESCRIPTION
 QL0180
 QL0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0180'AT ESCANABA.
 QL0180'AT ESCANABA, AT THE ESCANABA MUNICIPAL AIRPORT, ABOUT 0.2 MILE
 QL0180'NORTH OF THE WEST END OF 18 TH AVENUE, ABOUT 200 YARDS SOUTH
 QL0180'OF THE NORTHEAST CORNER OF THE NORTH-SOUTH RUNWAY (RUNWAY NO.
 QL0180'18-36) 132 FEET SOUTHEAST OF THE 3 RD RUNWAY LIGHT SOUTH OF THE
 QL0180'NORTH END OF THE RUNWAY, 131 1/2 FEET NORTHEAST OF THE 4TH
 QL0180'RUNWAY LIGHT SOUTH OF THE NORTH END OF THE RUNWAY, 102 1/2 FEET
 QL0180'EAST OF THE EAST EDGE OF RUNWAY 18-36, 1 FOOT BELOW THE LEVEL
 QL0180'OF THE RUNWAY, A 1 INCH COPPER ROD SET IN THE TOP OF A CONCRETE
 QL0180'POST FLUSH WITH THE GROUND.
 QL0180
 QL0180                          STATION RECOVERY (1981)
 QL0180
 QL0180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0295 ***********************************************************************
 QL0295  DESIGNATION -  CON PT C
 QL0295  PID         -  QL0295
 QL0295  STATE/COUNTY-  MI/MENOMINEE
 QL0295  USGS QUAD   -  CHAPPEE RAPIDS (1975)
 QL0295
 QL0295                         *CURRENT SURVEY CONTROL
 QL0295  ___________________________________________________________________
 QL0295* NAD 83(1986)-  45 07 35.     (N)    087 38 37.     (W)     SCALED    
 QL0295* NAVD 88     -       187.971  (meters)     616.70   (feet)  ADJUSTED  
 QL0295  ___________________________________________________________________
 QL0295  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QL0295  DYNAMIC HT  -         187.952 (meters)     616.64  (feet)  COMP
 QL0295  MODELED GRAV-     980,517.3   (mgal)                       NAVD 88
 QL0295
 QL0295  VERT ORDER  -  FIRST     CLASS 0
 QL0295
 QL0295.This mark is at Menominee-Marinette Twin Co Airport (MNM)
 QL0295
 QL0295.The horizontal coordinates were scaled from a topographic map and have
 QL0295.an estimated accuracy of +/- 6 seconds.
 QL0295
 QL0295.The orthometric height was determined by differential leveling
 QL0295.and adjusted by the National Geodetic Survey in June 1991..
 QL0295
 QL0295.The geoid height was determined by GEOID03.
 QL0295
 QL0295.The dynamic height is computed by dividing the NAVD 88
 QL0295.geopotential number by the normal gravity value computed on the
 QL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0295.degrees latitude (g = 980.6199 gals.).
 QL0295
 QL0295.The modeled gravity was interpolated from observed gravity values.
 QL0295
 QL0295;                    North         East    Units  Estimated Accuracy
 QL0295;SPC MI N     -    38,340.    7,949,360.      MT  (+/- 180 meters Scaled)
 QL0295
 QL0295                          SUPERSEDED SURVEY CONTROL
 QL0295
 QL0295.No superseded survey control is available for this station.
 QL0295
 QL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ493971(NAD 83)
 QL0295_MARKER: I = METAL ROD
 QL0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QL0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0295_STAMPING: CON PT C 1966
 QL0295_MARK LOGO: CGS   
 QL0295_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0295
 QL0295  HISTORY     - Date     Condition        Report By
 QL0295  HISTORY     - 1966     MONUMENTED       CGS
 QL0295  HISTORY     - 1972     GOOD             NGS
 QL0295  HISTORY     - 1990     GOOD             USPSQD
 QL0295  HISTORY     - 19900811 GOOD             NGS
 QL0295  HISTORY     - 20010331 GOOD             NGS
 QL0295
 QL0295                          STATION DESCRIPTION
 QL0295
 QL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0295'AT MENOMINEE AIRPORT.
 QL0295'AT THE MENOMINEE AIRPORT, 0.1 MILE SOUTHEAST ALONG THE
 QL0295'SOUTHEAST-NORTHWEST RUNWAY FROM THE NORTHWEST END OF THE RUNWAY,
 QL0295'(RUNWAY 14-32), 124 FEET SOUTHWEST OF THE CENTER LINE OF THE
 QL0295'ABOVE RUNWAY, 64 FEET SOUTH-SOUTHWEST OF THE THIRD RUNWAY LIGHT
 QL0295'SOUTHEAST OF THE NORTHWEST END OF THE ABOVE RUNWAY, 1 FOOT BELOW
 QL0295'THE LEVEL OF THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST
 QL0295'FLUSH WITH THE GROUND.  SEC 33, T 32 N, R 27 W.
 QL0295
 QL0295                          STATION RECOVERY (1990)
 QL0295
 QL0295'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0295'RECOVERED IN GOOD CONDITION.
 QL0295
 QL0295                          STATION RECOVERY (1990)
 QL0295
 QL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QL0295'THE STATION IS LOCATED NEAR THE END RWY 14 586.80 FT (178.86 M) SE OF
 QL0295'THE CENTERLINE END RWY 14, 124.50 FT (37.95 M) SW OF THE CENTERLINE
 QL0295'RWY 14-32, 63.0 FT (19.2 M) (DIRECTION UNKNOWN) FROM THE 3RD RWY LIGHT
 QL0295'SE RWY END 14 AND 5.2 FT (1.6 M) SE OF BEING IN LINE WITH THE 3RD RWY
 QL0295'LIGHTS. 43.5 FT (13.3 M) SOUTHEAST OF A SERVICE ROAD LEADING TO THE GS
 QL0295'(3).  STATION IS A COPPERWELD ROD SET IN CONCRETE.
 QL0295
 QL0295                          STATION RECOVERY (2001)
 QL0295
 QL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1656 ***********************************************************************
 RL1656  DESIGNATION -  CONNER
 RL1656  PID         -  RL1656
 RL1656  STATE/COUNTY-  MI/GOGEBIC
 RL1656  USGS QUAD   -  CHANEY LAKE (1982)
 RL1656
 RL1656                         *CURRENT SURVEY CONTROL
 RL1656  ___________________________________________________________________
 RL1656* NAD 83(1994)-  46 36 40.11360(N)    089 57 09.33035(W)     ADJUSTED  
 RL1656* NAVD 88     -       429.     (meters)    1407.     (feet)  SCALED    
 RL1656  ___________________________________________________________________
 RL1656  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 RL1656  GEOID HEIGHT-         -30.51  (meters)                     GEOID03
 RL1656
 RL1656  HORZ ORDER  -  THIRD
 RL1656
 RL1656.The horizontal coordinates were established by classical geodetic methods
 RL1656.and adjusted by the National Geodetic Survey in February 1997..
 RL1656
 RL1656.The orthometric height was scaled from a topographic map.
 RL1656
 RL1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1656
 RL1656.The geoid height was determined by GEOID03.
 RL1656
 RL1656;                    North         East     Units Scale Factor Converg.
 RL1656;SPC MI N     -   207,363.554 7,773,884.270   MT  0.99991898   -2 08 02.8
 RL1656;SPC MI N     -   680,326.62 25,504,869.65   iFT  0.99991898   -2 08 02.8
 RL1656;UTM  16      - 5,166,188.546   273,909.644   MT  1.00022835   -2 08 47.7
 RL1656;UTM  15      - 5,166,465.048   733,350.413   MT  1.00026936   +2 12 56.1
 RL1656
 RL1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1656!SPC MI N     -   0.99993754  x   0.99991898  =   0.99985653
 RL1656!UTM  16      -   0.99993754  x   1.00022835  =   1.00016588
 RL1656!UTM  15      -   0.99993754  x   1.00026936  =   1.00020688
 RL1656
 RL1656|---------------------------------------------------------------------|
 RL1656| PID    Reference Object                     Distance      Geod. Az  |
 RL1656|                                                           dddmmss.s |
 RL1656| CJ2382 CONNER RM 2                          28.585 METERS 07524     |
 RL1656| CJ2380 CONNER AZ MK                                       1594714.6 |
 RL1656| RL1645 WAKEFIELD ST POL RAD STA KQA        APPROX.14.8 KM 1713931.6 |
 RL1656| CJ2381 CONNER RM 1                          25.513 METERS 17647     |
 RL1656|---------------------------------------------------------------------|
 RL1656
 RL1656                          SUPERSEDED SURVEY CONTROL
 RL1656
 RL1656  NAD 83(1994)-  46 36 40.10918(N)    089 57 09.32520(W) AD(       ) 3
 RL1656  NAD 83(1986)-  46 36 40.10856(N)    089 57 09.32626(W) AD(       ) 3
 RL1656  NAD 27      -  46 36 40.29500(N)    089 57 08.72500(W) AD(       ) 3
 RL1656
 RL1656.Superseded values are not recommended for survey control.
 RL1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1656.See file dsdata.txt to determine how the superseded data were derived.
 RL1656
 RL1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS7391066189(NAD 83)
 RL1656_MARKER: DS = TRIANGULATION STATION DISK
 RL1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1656_STAMPING: CONNER 1952
 RL1656_MARK LOGO: CGS   
 RL1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1656+STABILITY: SURFACE MOTION
 RL1656
 RL1656  HISTORY     - Date     Condition        Report By
 RL1656  HISTORY     - 1952     MONUMENTED       CGS
 RL1656  HISTORY     - 1977     GOOD             NGS
 RL1656  HISTORY     - 19941227 GOOD             GLORI
 RL1656
 RL1656                          STATION DESCRIPTION
 RL1656
 RL1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1656'THE STATION IS ABOUT 10 MILES NORTH OF WAKEFIELD, 6 MILES
 RL1656'SOUTH OF PRESQUE ISLE STATE PARK, ON THE WEST SIDE OF A NORTH-SOUTH
 RL1656'GRAVEL ROAD AND AT THE EDGE OF THE TIMBER.
 RL1656'
 RL1656'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RL1656'28 IN WAKEFIELD, GO NORTH AND EAST ON HIGHWAY 28 FOR 1.4 MILES
 RL1656'TO FORKS AND SIGN PRESQUE ISLE, TURN LEFT ON BLACK TOP ROAD,
 RL1656'NORTH, GO 2.3 MILES TO A T INTERSECTION IN VILLAGE OF THOMASTON,
 RL1656'TURN LEFT, NORTHERLY, GO 4 MILES TO THE AZIMUTH MARK ON RIGHT
 RL1656'AS DESCRIBED BELOW, CONTINUE NORTH, GO 0.6 MILE TO TOP OF GRADE
 RL1656'AND STATION SITE ON LEFT.
 RL1656'
 RL1656'THE STATION MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 5 INCHES.  IT IS 42 FEET WEST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD, 3 FEET SOUTH OF A WITNESS POST
 RL1656'AND IS STAMPED CONNER 1952.
 RL1656'
 RL1656'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 6 INCHES.  IT IS 41 FEET EAST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD AND IS STAMPED CONNER NO 1 1952.
 RL1656'
 RL1656'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 5 INCHES.  IT IS 65 FEET WEST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD AND IS STAMPED CONNER NO 2 1952.
 RL1656'
 RL1656'THE AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE CONCRETE
 RL1656'POST PROJECTING 4 INCHES.  IT IS 36 FEET EAST OF THE CENTERLINE
 RL1656'OF THE NORTH-SOUTH GRAVEL ROAD, 2 FEET EAST OF A WITNESS POST
 RL1656'AND IS STAMPED CONNER 1952.
 RL1656'
 RL1656'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 RL1656
 RL1656                          STATION RECOVERY (1977)
 RL1656
 RL1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1656'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 RL1656'RECOVERED AS DESCRIBED.  STATION MARK IS 42 FEET WEST OF THE CENTER
 RL1656'OF ROAD, 3 FEET SOUTH OF A WITNESS POST.  REFERENCE MARK 1 IS 41 FEET
 RL1656'EAST OF THE CENTER OF ROAD.  REFERENCE MARK 2 IS 65 FEET WEST OF
 RL1656'THE CENTER OF THE ROAD.  THE AZIMUTH MARK IS 36 FEET EAST OF THE
 RL1656'CENTER OF ROAD.  A NEW TO REACH FOLLOWS.
 RL1656'
 RL1656'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY 28 IN
 RL1656'WAKEFIELD, GO NORTHEAST ON STATE HIGHWAY 28 FOR 1.4 MILE TO A SIDE
 RL1656'ROAD LEFT IN THE SMALL VILLAGE OF THOMASTON.  TURN LEFT AND GO
 RL1656'NORTHERLY ON SURFACED ROAD FOR 5.4 MILES TO THE AZIMUTH MARK ON
 RL1656'THE RIGHT, CONTINUE FOR 0.6 MILE TO THE TOP OF RIDGE AND STATION
 RL1656'SITE ON THE LEFT.
 RL1656'
 RL1656'NOTE.  BENCH MARK V 131 1948 IS ABOUT 75 FEET NORTH OF THE AZIMUTH
 RL1656'MARK ON THE EAST SIDE OF ROAD.  BENCH MARK S 131 1948 IS ABOUT 0.7
 RL1656'MILE NORTH OF STATION.
 RL1656'
 RL1656'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RL1656'
 RL1656'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 RL1656'NORTH OF WALEFIELD.
 RL1656
 RL1656                          STATION RECOVERY (1994)
 RL1656
 RL1656'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1656'TO REACH STATION FROM THE INTERSECTION OF US 2 AND M-28 IN WAKEFIELD
 RL1656'PROCEED NORTHEASTERLY ON M-28 FOR 1.25 MILES (2.01 KM) TO THE
 RL1656'INTERSECTION OF M-28 AND COUNTY ROAD 519 TO PRESQUE ISLE PARK.  TURN
 RL1656'LEFT (NORTH) ON TO C.R.519 AND FOLLOW 9.1 MILES (14.6 KM) TO THE
 RL1656'STATION ON THE LEFT.  STATION IS 9.1 MILES (14.6 KM) NORTH OF M-28,
 RL1656'6.8 MILES (10.9 KM) NORTH OF RR X-ING, 4.4 MILES (7.1 KM) NORTH OF
 RL1656'CONNER MILL ENT., 0.65 MILES (1.05 KM) NORTH OF AZIMUTH MARK.  FROM
 RL1656'STATION 6 FT.STEEL RAIL BEARS S.70 W.  1.6 FT.FROM STATION 4 FT.STEEL
 RL1656'RAIL BEARS N.28 E.  1.1 FT.FROM R.M.1, 6 FT.STEEL RAIL BEARS N.74 E.
 RL1656'1.45 FT.FROM R.M.2, 6 FT.STEEL RAIL BEARS S.  02 E.  1.95 FT.FROM
 RL1656'AZIMUTH MARK STEEL RAIL BEARS N.68 E.  1.35 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1594 ***********************************************************************
 RL1594  DESIGNATION -  CONNORS LOOKOUT TOWER
 RL1594  PID         -  RL1594
 RL1594  STATE/COUNTY-  MI/HOUGHTON
 RL1594  USGS QUAD   -  
 RL1594
 RL1594                         *CURRENT SURVEY CONTROL
 RL1594  ___________________________________________________________________
 RL1594* NAD 83(1994)-  46 32 52.29732(N)    088 52 37.51885(W)     ADJUSTED  
 RL1594* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 RL1594  ___________________________________________________________________
 RL1594  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 RL1594  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 RL1594
 RL1594  HORZ ORDER  -  THIRD
 RL1594
 RL1594.The horizontal coordinates were established by classical geodetic methods
 RL1594.and adjusted by the National Geodetic Survey in February 1997..
 RL1594
 RL1594.The orthometric height was scaled from a topographic map.
 RL1594
 RL1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1594
 RL1594.The geoid height was determined by GEOID03.
 RL1594
 RL1594;                    North         East     Units Scale Factor Converg.
 RL1594;SPC MI N     -   197,822.222 7,856,062.227   MT  0.99991332   -1 21 24.3
 RL1594;SPC MI N     -   649,023.04 25,774,482.37   iFT  0.99991332   -1 21 24.3
 RL1594;UTM  16      - 5,156,633.016   356,095.236   MT  0.99985455   -1 21 46.5
 RL1594
 RL1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1594!SPC MI N     -   0.99993801  x   0.99991332  =   0.99985133
 RL1594!UTM  16      -   0.99993801  x   0.99985455  =   0.99979256
 RL1594
 RL1594                          SUPERSEDED SURVEY CONTROL
 RL1594
 RL1594  NAD 83(1986)-  46 32 52.29278(N)    088 52 37.51120(W) AD(       ) 4
 RL1594  NAD 27      -  46 32 52.50000(N)    088 52 37.01000(W) AD(       ) 3
 RL1594
 RL1594.Superseded values are not recommended for survey control.
 RL1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1594.See file dsdata.txt to determine how the superseded data were derived.
 RL1594
 RL1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5609556633(NAD 83)
 RL1594_MARKER: DD = SURVEY DISK
 RL1594_SETTING: 0 = UNSPECIFIED SETTING
 RL1594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1594
 RL1594  HISTORY     - Date     Condition        Report By
 RL1594  HISTORY     - 1938     MONUMENTED       USGS
 RL1594
 RL1594                          STATION DESCRIPTION
 RL1594
 RL1594'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 RL1594'LOCATED 0.3 MILE E ALONG STATE HIGHWAY 28, THENCE 4.8 MILES
 RL1594'N, THENCE 0.5 MILE E FROM KENTON, IN NW 1/4 SEC. 24, T. 48
 RL1594'N., R. 37 W., AT CONNORS FIRE LOOKOUT TOWER OF THE U.S. FOREST
 RL1594'SERVICE.  STATION IS MARKED BY U.S.G.S. STANDARD TABLET STAMPED
 RL1594'TT 54 TX 1938, SET IN CONCRETE POST AND CENTERED UNDER LOOKOUT
 RL1594'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1145 ***********************************************************************
 NE1145  DESIGNATION -  CONRAD
 NE1145  PID         -  NE1145
 NE1145  STATE/COUNTY-  MI/ST CLAIR
 NE1145  USGS QUAD   -  GOODELLS (1991)
 NE1145
 NE1145                         *CURRENT SURVEY CONTROL
 NE1145  ___________________________________________________________________
 NE1145* NAD 83(1994)-  42 58 43.72939(N)    082 38 02.59902(W)     ADJUSTED  
 NE1145* NAVD 88     -       214.3    (meters)     703.     (feet)  VERTCON   
 NE1145  ___________________________________________________________________
 NE1145  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 NE1145  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE1145
 NE1145  HORZ ORDER  -  FIRST
 NE1145
 NE1145.The horizontal coordinates were established by classical geodetic methods
 NE1145.and adjusted by the National Geodetic Survey in February 1997..
 NE1145
 NE1145.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1145
 NE1145.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1145
 NE1145.The geoid height was determined by GEOID03.
 NE1145
 NE1145;                    North         East     Units Scale Factor Converg.
 NE1145;SPC MI S     -   165,717.142 4,141,304.393   MT  0.99990821   +1 10 44.7
 NE1145;SPC MI S     -   543,691.41 13,586,956.67   iFT  0.99990821   +1 10 44.7
 NE1145;UTM  17      - 4,759,757.515   366,763.790   MT  0.99981839   -1 06 50.9
 NE1145
 NE1145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1145!SPC MI S     -   0.99997185  x   0.99990821  =   0.99988006
 NE1145!UTM  17      -   0.99997185  x   0.99981839  =   0.99979024
 NE1145
 NE1145:                Primary Azimuth Mark                     Grid Az
 NE1145:SPC MI S     -  CONRAD AZ MK                             028 28 08.8
 NE1145:UTM  17      -  CONRAD AZ MK                             030 45 44.4
 NE1145
 NE1145|---------------------------------------------------------------------|
 NE1145| PID    Reference Object                     Distance      Geod. Az  |
 NE1145|                                                           dddmmss.s |
 NE1145| NE1144 CONRAD AZ MK                        APPROX. 0.8 KM 0293853.5 |
 NE1145| CH0913 CONRAD RM 1                          29.580 METERS 10615     |
 NE1145| NE1146 CONRAD RM 2                          30.233 METERS 26900     |
 NE1145|---------------------------------------------------------------------|
 NE1145
 NE1145                          SUPERSEDED SURVEY CONTROL
 NE1145
 NE1145  NAD 83(1986)-  42 58 43.71755(N)    082 38 02.63186(W) AD(       ) 1
 NE1145  NAD 27      -  42 58 43.61466(N)    082 38 02.91070(W) AD(       ) 1
 NE1145  NGVD 29 (07/19/86)  214.4    (m)          703.     (f) VERT ANG       
 NE1145
 NE1145.Superseded values are not recommended for survey control.
 NE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1145.See file dsdata.txt to determine how the superseded data were derived.
 NE1145
 NE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6676459758(NAD 83)
 NE1145_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1145_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1145
 NE1145  HISTORY     - Date     Condition        Report By
 NE1145  HISTORY     - 1977     MONUMENTED       NGS
 NE1145  HISTORY     - 19991113 GOOD             USPSQD
 NE1145  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 NE1145
 NE1145                          STATION DESCRIPTION
 NE1145
 NE1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1145'THE STATION IS LOCATED 1-3/4 MILES EAST-SOUTHEAST OF
 NE1145'EMMETT, 3/4 MILE SOUTH OF STATE HIGHWAY 21 AND
 NE1145'200 FEET NORTH OF A GRAND TRUNK RAILROAD TRACK, ON PROPERTY
 NE1145'OWNED BY MR. BOB CONRAD, GOODELLS, MICHIGAN. PHONE-313-325-1296
 NE1145'IT IS IN SECTION 1, T6N, R15E.
 NE1145'
 NE1145'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 NE1145'21, WHICH IS ABOUT 0.6 MILE NORTH OF EMMETT, GO EAST ON STATE
 NE1145'HIGHWAY 21 FOR 4.8 MILES TO A SIDE ROAD RIGHT,(GOODELLS ROAD.)
 NE1145'CONTINUE STRAIGHT AHEAD AND EASTERLY ON STATE HIGHWAY 21
 NE1145'FOR 1.7 MILES TO A SIDE ROAD RIGHT,(ECKELS ROAD.)
 NE1145'TURN RIGHT, SOUTH, ON ECKELS ROAD FOR 0.45 MILE TO THE
 NE1145'AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON ECKELS ROAD
 NE1145'FOR 0.45 MILE TO A DRIVEWAY ON THE RIGHT LEADING TO A
 NE1145'METAL BUILDING.  TURN RIGHT AND GO WESTERLY ALONG
 NE1145'NORTH SIDE OF BUILDING FOR 0.05 MILE TO A GATE.  PASS
 NE1145'THROUGH THE GATE AND GO WEST ACROSS PASTURE FOR 0.02 MILE TO
 NE1145'THE STATION ON THE LEFT NEXT TO A FENCE AS DESCRIBED.
 NE1145'
 NE1145'STATION MARKS, STAMPED---CONRAD 1976---, ARE STANDARD DISKS.
 NE1145'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1145'CONCRETE MONUMENT THAT IS 17 INCHES BELOW THE GROUND SURFACE.
 NE1145'IT IS 16.5 FEET NORTH OF A
 NE1145'FENCELINE AND 17.1 FEET NORTH-NORTHEAST OF A METAL WITNESS
 NE1145'POST.
 NE1145'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 NE1145'42 INCHES BELOW THE GROUND SURFACE.
 NE1145'
 NE1145'REFERENCE MARK 1, STAMPED---CONRAD NO 1 1976---, A STANDARD
 NE1145'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 NE1145'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1 FOOT NORTH
 NE1145'OF A FENCELINE, 1.4 FEET WEST-NORTHWEST OF A METAL WITNESS
 NE1145'POST AND 93 FEET SOUTHWEST OF A FORKED TREE.
 NE1145'
 NE1145'REFERENCE MARK 2, STAMPED---CONRAD NO 2 1976---, A STANDARD
 NE1145'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 NE1145'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 2.1
 NE1145'FEET NORTH OF A FENCELINE AND 5.0 FEET EAST-NORTHEAST OF A
 NE1145'METAL WITNESS POST.
 NE1145'
 NE1145'AZIMUTH MARK STAMPED---CONRAD 1976---, A STANDARD DISK SET IN
 NE1145'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NE1145'THE GROUND SURFACE.  IT IS 2.6 FEET EAST OF A METAL WITNESS
 NE1145'POST, 3.8 FEET EAST-NORTHEAST OF A FENCE CORNER, 28 FEET WEST
 NE1145'OF THE APPROXIMATE CENTER OF A ROAD, 40.7 FEET EAST-NORTHEAST
 NE1145'OF A POWERLINE POLE AND 60 FEET NORTH OF THE APPROXIMATE
 NE1145'CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE.
 NE1145'
 NE1145'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1145'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 26.7 METERS.
 NE1145'DESCRIBED BY G.F.SMITH
 NE1145
 NE1145                          STATION RECOVERY (1999)
 NE1145
 NE1145'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1145'RECOVERED IN GOOD CONDITION.
 NE1145
 NE1145                          STATION RECOVERY (2006)
 NE1145
 NE1145'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1144 ***********************************************************************
 NE1144  DESIGNATION -  CONRAD AZ MK
 NE1144  PID         -  NE1144
 NE1144  STATE/COUNTY-  MI/ST CLAIR
 NE1144  USGS QUAD   -  GOODELLS (1991)
 NE1144
 NE1144                         *CURRENT SURVEY CONTROL
 NE1144  ___________________________________________________________________
 NE1144* NAD 83(1994)-  42 59 05.58963(N)    082 37 45.65085(W)     ADJUSTED  
 NE1144* NAVD 88     -       211.6    (meters)     694.     (feet)  VERTCON   
 NE1144  ___________________________________________________________________
 NE1144  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 NE1144  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE1144
 NE1144  HORZ ORDER  -  SECOND
 NE1144
 NE1144.The horizontal coordinates were established by classical geodetic methods
 NE1144.and adjusted by the National Geodetic Survey in February 1997..
 NE1144
 NE1144.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1144
 NE1144.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1144
 NE1144.The geoid height was determined by GEOID03.
 NE1144
 NE1144;                    North         East     Units Scale Factor Converg.
 NE1144;SPC MI S     -   166,399.434 4,141,674.371   MT  0.99990839   +1 10 56.3
 NE1144;SPC MI S     -   545,929.90 13,588,170.51   iFT  0.99990839   +1 10 56.3
 NE1144;UTM  17      - 4,760,424.395   367,160.738   MT  0.99981709   -1 06 39.8
 NE1144
 NE1144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1144!SPC MI S     -   0.99997227  x   0.99990839  =   0.99988066
 NE1144!UTM  17      -   0.99997227  x   0.99981709  =   0.99978937
 NE1144
 NE1144                          SUPERSEDED SURVEY CONTROL
 NE1144
 NE1144  NAD 83(1986)-  42 59 05.57771(N)    082 37 45.68355(W) AD(       ) 2
 NE1144  NAD 27      -  42 59 05.47487(N)    082 37 45.96264(W) AD(       ) 2
 NE1144  NGVD 29 (07/19/86)  211.7    (m)          695.     (f) VERT ANG       
 NE1144
 NE1144.Superseded values are not recommended for survey control.
 NE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1144.See file dsdata.txt to determine how the superseded data were derived.
 NE1144
 NE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6716160424(NAD 83)
 NE1144_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1144+STABILITY: SURFACE MOTION
 NE1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1144+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 NE1144
 NE1144  HISTORY     - Date     Condition        Report By
 NE1144  HISTORY     - 1977     MONUMENTED       NGS
 NE1144  HISTORY     - 19991113 GOOD             USPSQD
 NE1144  HISTORY     - 20011001 GOOD             MI-147
 NE1144
 NE1144                          STATION DESCRIPTION
 NE1144
 NE1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1144'THE STATION IS LOCATED 1-3/4 MILES EAST-SOUTHEAST OF
 NE1144'EMMETT, 1/2 MILE SOUTH OF STATE HIGHWAY 21.
 NE1144'
 NE1144'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19 AND
 NE1144'21, WHICH IS ABOUT 0.6 MILE NORTH OF EMMETT, GO EAST ON STATE
 NE1144'HIGHWAY 21 FOR 4.8 MILES TO A SIDE ROAD RIGHT,(GOODELLS ROAD.)
 NE1144'CONTINUE STRAIGHT AHEAD AND EASTERLY ON STATE HIGHWAY 21
 NE1144'FOR 1.7 MILES TO A SIDE ROAD RIGHT,(ECKELS ROAD.)
 NE1144'TURN RIGHT, SOUTH, ON ECKELS ROAD FOR 0.45 MILE TO THE
 NE1144'AZIMUTH MARK ON THE RIGHT.
 NE1144'
 NE1144'AZIMUTH MARK STAMPED---CONRAD 1976---, A STANDARD DISK SET IN
 NE1144'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH
 NE1144'THE GROUND SURFACE.  IT IS 2.6 FEET EAST OF A METAL WITNESS
 NE1144'POST, 3.8 FEET EAST-NORTHEAST OF A FENCE CORNER, 28 FEET WEST
 NE1144'OF THE APPROXIMATE CENTER OF A ROAD, 40.7 FEET EAST-NORTHEAST
 NE1144'OF A POWERLINE POLE AND 60 FEET NORTH OF THE APPROXIMATE
 NE1144'CENTER OF A DRIVEWAY LEADING WEST TO A HOUSE.
 NE1144'
 NE1144'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION CONRAD.
 NE1144'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 NE1144'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 NE1144'DESCRIBED BY G.F.SMITH
 NE1144
 NE1144                          STATION RECOVERY (1999)
 NE1144
 NE1144'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1144'RECOVERED IN GOOD CONDITION.
 NE1144
 NE1144                          STATION RECOVERY (2001)
 NE1144
 NE1144'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1144'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1144'SUBMITTED - FEBRUARY 21, 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1611 ***********************************************************************
 NF1611  DESIGNATION -  CONVIS
 NF1611  PID         -  NF1611
 NF1611  STATE/COUNTY-  MI/CALHOUN
 NF1611  USGS QUAD   -  BELLEVUE (1985)
 NF1611
 NF1611                         *CURRENT SURVEY CONTROL
 NF1611  ___________________________________________________________________
 NF1611* NAD 83(1994)-  42 23 39.17810(N)    085 01 14.01847(W)     ADJUSTED  
 NF1611* NAVD 88     -       302.3    (meters)     992.     (feet)  VERTCON   
 NF1611  ___________________________________________________________________
 NF1611  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 NF1611  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF1611
 NF1611  HORZ ORDER  -  FIRST
 NF1611
 NF1611.The horizontal coordinates were established by classical geodetic methods
 NF1611.and adjusted by the National Geodetic Survey in February 1997..
 NF1611
 NF1611.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1611
 NF1611.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1611
 NF1611.The geoid height was determined by GEOID03.
 NF1611
 NF1611;                    North         East     Units Scale Factor Converg.
 NF1611;SPC MI S     -    99,536.604 3,946,163.641   MT  0.99994333   -0 26 42.0
 NF1611;SPC MI S     -   326,563.66 12,946,731.11   iFT  0.99994333   -0 26 42.0
 NF1611;UTM  16      - 4,695,444.946   662,919.752   MT  0.99992658   +1 20 05.6
 NF1611
 NF1611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1611!SPC MI S     -   0.99995789  x   0.99994333  =   0.99990122
 NF1611!UTM  16      -   0.99995789  x   0.99992658  =   0.99988447
 NF1611
 NF1611|---------------------------------------------------------------------|
 NF1611| PID    Reference Object                     Distance      Geod. Az  |
 NF1611|                                                           dddmmss.s |
 NF1611| CH0914 CONVIS RM 1                          23.984 METERS 00420     |
 NF1611| NF1418 OLIVET MUN TANK                     APPROX. 9.6 KM 0575455.2 |
 NF1611| NF1412 MARSHALL TRIAD CABLE TV MAST        APPROX.11.7 KM 1392501.8 |
 NF1611| NF1618 AIRPORT BCN KELLOGG REGION APT      APPROX.20.8 KM 2461639.3 |
 NF1611| NF1612 BATTLE CREEK WOLVERINE TV MAST      APPROX.16.0 KM 2531745.2 |
 NF1611| NF1614 PENNFIELD                           APPROX.10.2 KM 2743727.4 |
 NF1611| CH0916 CONVIS RM 3                                        27544     |
 NF1611| CH0915 CONVIS RM 2                          24.940 METERS 27620     |
 NF1611|---------------------------------------------------------------------|
 NF1611
 NF1611                          SUPERSEDED SURVEY CONTROL
 NF1611
 NF1611  NAD 83(1986)-  42 23 39.17671(N)    085 01 14.03533(W) AD(       ) 1
 NF1611  NAD 27      -  42 23 39.03935(N)    085 01 14.06480(W) AD(       ) 1
 NF1611  NGVD 29 (07/19/86)  302.4    (m)          992.     (f) VERT ANG       
 NF1611
 NF1611.Superseded values are not recommended for survey control.
 NF1611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1611.See file dsdata.txt to determine how the superseded data were derived.
 NF1611
 NF1611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6292095445(NAD 83)
 NF1611_MARKER: DS = TRIANGULATION STATION DISK
 NF1611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1611_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1611
 NF1611  HISTORY     - Date     Condition        Report By
 NF1611  HISTORY     - 1969     MONUMENTED       CGS
 NF1611  HISTORY     - 1981     GOOD             MIDH
 NF1611  HISTORY     - 20050918 MARK NOT FOUND   USPSQD
 NF1611
 NF1611                          STATION DESCRIPTION
 NF1611
 NF1611'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1611'THE STATION IS LOCATED IN THE SW 1/4 OF SECTION 9, T 1S, R 6W AND
 NF1611'ON PROPERTY OWNED
 NF1611'BY MR. EARL MARSHALL.  IT IS ABOUT 10 MILES NORTHEAST
 NF1611'OF BATTLE CREEK AND 3-1/2 MILES
 NF1611'SOUTH OF BELLEVUE.
 NF1611'
 NF1611'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO SOUTH ON
 NF1611'MAIN STREET FOR
 NF1611'1.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST
 NF1611'ON BURTON HIGHWAY FOR 0.2 MILE TO
 NF1611'A FORK, TAKE THE LEFT FORK AND GO
 NF1611'SOUTHWEST ON A GRAVELED ROAD FOR 1.4 MILES TO A SIDE
 NF1611'ROAD LEFT, W DRIVE
 NF1611'NO., CONTINUE SOUTHWEST ON THE GRAVELED ROAD FOR 1.45 MILES TO
 NF1611'REFERENCE MARK 3 ON
 NF1611'THE LEFT, CONTINUE SOUTHWEST FOR 0.05 MILE TO A DRIVEWAY ON
 NF1611'THE LEFT, TURN LEFT, PASSING
 NF1611'THROUGH A GATE AND GO EASTERLY FOR 0.05
 NF1611'MILE TO A GATE, PASS THROUGH GATE AND GO
 NF1611'EASTERLY FOR 100 FEET TO A GATE
 NF1611'AT THE NORTHWEST CORNER OF A BUILDING, PASS THROUGH GATE
 NF1611'AND GO EAST ON A
 NF1611'FIELD ROAD FOR 0.25 MILE TO THE HIGHEST POINT OF HILL AND STATION.
 NF1611'
 NF1611'THE STATION MARK IS A STANDARD DISK STAMPED CONVIS 1969, SET IN
 NF1611'THE TOP OF A
 NF1611'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 NF1611'THE GROUND.  IT IS 75 FEET
 NF1611'NORTHEAST OF A 20-INCH OAK TREE, 13.5 FEET
 NF1611'WEST OF A WIRE FENCE AND 4.3 FEET NORTH OF A
 NF1611'METAL WITNESS POST.
 NF1611'
 NF1611'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONVIS NO 1 1969,
 NF1611'SET IN THE TOP OF
 NF1611'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1611'3 INCHES.  IT IS 82.5 FEET NORTH OF
 NF1611'THE METAL WITNESS POST, 52 FEET
 NF1611'SOUTH OF A 24-INCH OAK TREE AND 9 FEET WEST OF THE
 NF1611'WIRE FENCE.
 NF1611'
 NF1611'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONVIS NO 2 1969,
 NF1611'SET IN THE TOP OF
 NF1611'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1611'4 INCHES.  IT IS 83.5 FEET
 NF1611'WEST-NORTHWEST OF THE WITNESS POST, 55 FEET
 NF1611'NORTH OF THE 20-INCH OAK TREE AND 94 FEET
 NF1611'WEST OF THE WIRE FENCE.
 NF1611'
 NF1611'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CONVIS NO 3 1969,
 NF1611'SET IN THE TOP OF
 NF1611'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1611'2 INCHES.  IT IS 29 FEET EAST OF THE
 NF1611'CENTER OF ROAD, 1 FOOT EAST OF A
 NF1611'WIRE FENCE, 2 FEET SOUTHEAST OF A METAL WITNESS POST
 NF1611'AND ABOUT 6 FEET
 NF1611'HIGHER THAN THE LEVEL OF ROAD.
 NF1611'
 NF1611'NOTE- REFERENCE MARK 3 WILL SERVE FOR AN AZIMUTH MARK.
 NF1611'
 NF1611'HEIGHT OF LIGHT ABOVE STATION MARK - 26.4 METERS.
 NF1611
 NF1611                          STATION RECOVERY (1981)
 NF1611
 NF1611'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (LLC)
 NF1611'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF1611'DESCRIBED. THE 20 INCH OAK IS NOW A 32 INCH OAK.  AZIMUTH IS NO LONGER
 NF1611'VG FROM STATION.
 NF1611
 NF1611                          STATION RECOVERY (2005)
 NF1611
 NF1611'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1611'SINCE LAST RECOVERED, 1981, MUCH CONSTRUCTION HAS OCCURRED WITH MUCH
 NF1611'LOSS OF IDENTIFYING TOPOGRAPHY. DISCUSSION WITH THE PROPERTY CARETAKER
 NF1611'(PREVIOUS OWNERS OF THE PROPERTY ARE LONG GONE)REVEALS NO
 NF1611'KNOWLEDGE OF THE BENCH MARKS OR OF WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0088 ***********************************************************************
 QK0088  DESIGNATION -  CONWAY
 QK0088  PID         -  QK0088
 QK0088  STATE/COUNTY-  MI/EMMET
 QK0088  USGS QUAD   -  
 QK0088
 QK0088                         *CURRENT SURVEY CONTROL
 QK0088  ___________________________________________________________________
 QK0088* NAD 83(1986)-  45 24 58.     (N)    084 51 52.     (W)     SCALED    
 QK0088* NAVD 88     -       182.259  (meters)     597.96   (feet)  ADJUSTED  
 QK0088  ___________________________________________________________________
 QK0088  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0088  DYNAMIC HT  -         182.257 (meters)     597.95  (feet)  COMP
 QK0088  MODELED GRAV-     980,600.8   (mgal)                       NAVD 88
 QK0088
 QK0088  VERT ORDER  -  FIRST     CLASS I
 QK0088
 QK0088.The horizontal coordinates were scaled from a topographic map and have
 QK0088.an estimated accuracy of +/- 6 seconds.
 QK0088
 QK0088.The orthometric height was determined by differential leveling
 QK0088.and adjusted by the National Geodetic Survey in June 1991..
 QK0088
 QK0088.The geoid height was determined by GEOID03.
 QK0088
 QK0088.The dynamic height is computed by dividing the NAVD 88
 QK0088.geopotential number by the normal gravity value computed on the
 QK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0088.degrees latitude (g = 980.6199 gals.).
 QK0088
 QK0088.The modeled gravity was interpolated from observed gravity values.
 QK0088
 QK0088;                    North         East    Units  Estimated Accuracy
 QK0088;SPC MI C     -   233,410.    5,961,040.      MT  (+/- 180 meters Scaled)
 QK0088
 QK0088                          SUPERSEDED SURVEY CONTROL
 QK0088
 QK0088.No superseded survey control is available for this station.
 QK0088
 QK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR670313(NAD 83)
 QK0088_MARKER: Z = SEE DESCRIPTION
 QK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0088+STABILITY: SURFACE MOTION
 QK0088
 QK0088  HISTORY     - Date     Condition        Report By
 QK0088  HISTORY     - 1913     MONUMENTED       USLS
 QK0088  HISTORY     - 1973     GOOD             USLS
 QK0088  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0088
 QK0088                          STATION DESCRIPTION
 QK0088
 QK0088'DESCRIBED BY US LAKE SURVEY 1973
 QK0088'AT CONWAY.
 QK0088'CONWAY IS AT CONWAY, EMMET COUNTY, MICHIGAN, NEAR THE WEST END OF
 QK0088'CROOKED LAKE, ABOUT 222 FEET EAST OF CENTERLINE OF HWY. U.S. 31,
 QK0088'119.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF YE OLD HOUSE INN
 QK0088'PORCH, 58.3 FEET EAST OF USC AND GS REFERENCE MONUMENT NO. 2
 QK0088'WHICH IS JUST NORTH OF A WHITE BOARD FENCE, ABOUT 27 FEET WEST
 QK0088'OF WATERS EDGE, 4.4 FEET SOUTHEAST OF USC AND GS REFERENCE
 QK0088'MONUMENT NO. 1 WHICH IS JUST NORTH OF THE FENCE, 1.9 FEET SOUTH
 QK0088'OF FENCE, 0.3 FEET EAST OF USLS CONWAY REF. DISC, 1-FOOT BELOW
 QK0088'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A ROUNDED
 QK0088'STONE SET IN TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT.
 QK0088'NOTE-- MARK WAS PREVIOUSLY DESGNATED CONWAY 1913.
 QK0088
 QK0088                          STATION RECOVERY (1981)
 QK0088
 QK0088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0693 ***********************************************************************
 QK0693  DESIGNATION -  CONWAY REFERENCE USLS 1956
 QK0693  PID         -  QK0693
 QK0693  STATE/COUNTY-  MI/EMMET
 QK0693  USGS QUAD   -  
 QK0693
 QK0693                         *CURRENT SURVEY CONTROL
 QK0693  ___________________________________________________________________
 QK0693* NAD 83(1994)-  45 24 58.16736(N)    084 51 52.27700(W)     ADJUSTED  
 QK0693* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 QK0693  ___________________________________________________________________
 QK0693  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QK0693  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0693
 QK0693  HORZ ORDER  -  SECOND
 QK0693
 QK0693.The horizontal coordinates were established by classical geodetic methods
 QK0693.and adjusted by the National Geodetic Survey in February 1997..
 QK0693
 QK0693.The orthometric height was scaled from a topographic map.
 QK0693
 QK0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0693
 QK0693.The geoid height was determined by GEOID03.
 QK0693
 QK0693;                    North         East     Units Scale Factor Converg.
 QK0693;SPC MI C     -   233,418.029 5,961,033.250   MT  0.99994673   -0 21 06.1
 QK0693;SPC MI C     -   765,807.18 19,557,195.70   iFT  0.99994673   -0 21 06.1
 QK0693;UTM  16      - 5,031,400.108   667,085.042   MT  0.99994326   +1 31 16.6
 QK0693
 QK0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0693!SPC MI C     -   0.99997683  x   0.99994673  =   0.99992356
 QK0693!UTM  16      -   0.99997683  x   0.99994326  =   0.99992009
 QK0693
 QK0693                          SUPERSEDED SURVEY CONTROL
 QK0693
 QK0693  NAD 83(1986)-  45 24 58.16120(N)    084 51 52.27695(W) AD(       ) 2
 QK0693  NAD 27      -  45 24 58.12000(N)    084 51 52.10200(W) AD(       ) 2
 QK0693
 QK0693.Superseded values are not recommended for survey control.
 QK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0693.See file dsdata.txt to determine how the superseded data were derived.
 QK0693
 QK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6708531400(NAD 83)
 QK0693_MARKER: Z = SEE DESCRIPTION
 QK0693_SETTING: 0 = UNSPECIFIED SETTING
 QK0693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0693
 QK0693  HISTORY     - Date     Condition        Report By
 QK0693  HISTORY     - 1956     MONUMENTED       USLS
 QK0693
 QK0693                          STATION DESCRIPTION
 QK0693
 QK0693'DESCRIBED BY US LAKE SURVEY 1956 (WNM)
 QK0693'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PETOSKEY, IN
 QK0693'THE VILLAGE OF
 QK0693'CONWAY, ON THE WEST SHORE OF CROOKED LAKE AND AT THE EAST END OF
 QK0693'WARREN AVENUE, IN THE NORTHEAST
 QK0693'CORNER OF THE MESSMAN PROPERTY.  IT IS 18 FEET WEST OF THE WEST
 QK0693'EDGE OF CROOKED LAKE, 5.6 FEET SOUTHEAST OF
 QK0693'A WHITE WITNESS POST, 4 FEET SOUTHEAST OF A
 QK0693'POWER LINE POLE AND 2 FEET SOUTH OF A WHITE BOARD FENCE LINE.
 QK0693'THE MARK IS A U.S.LAKE SURVEY
 QK0693'STATION MARK DISK SET IN A CONCRETE POST 6 INCHES BELOW THE GROUND
 QK0693'SURFACE AND STAMPED CONWAY
 QK0693'REFERENCE 1913.
 QK0693'
 QK0693'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CROOKED, THE
 QK0693'DISTANCE BEING 36.470 FEET,
 QK0693'11.1170 METERS SOUTHEAST OF STATION CROOKED.
 QK0693'
 QK0693'TO REACH THE STATION FROM THE POST OFFICE IN PETOSKEY, GO NORTHEAST
 QK0693'ON U.S. HIGHWAY 31 AND STATE
 QK0693'HIGHWAY 131 FOR 2.7 MILES TO JUNCTION OF HIGHWAYS 31 AND 131.
 QK0693'CONTINUE NORTHEAST ON U.S.HIGHWAY 31 FOR
 QK0693'3.1 MILES TO A CROSS STREET IN THE VILLEGE OF CONWAY.  TURN RIGHT,
 QK0693'EAST TOWARDS CROOKED LAKE FOR ABOUT 200
 QK0693'FEET TO THE MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0433 ***********************************************************************
 QL0433  DESIGNATION -  COOKS 2
 QL0433  PID         -  QL0433
 QL0433  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0433  USGS QUAD   -  
 QL0433
 QL0433                         *CURRENT SURVEY CONTROL
 QL0433  ___________________________________________________________________
 QL0433* NAD 83(1994)-  45 54 25.75930(N)    086 25 14.55886(W)     ADJUSTED  
 QL0433* NAVD 88     -       228.67   (meters)     750.2    (feet)  RESET     
 QL0433  ___________________________________________________________________
 QL0433  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QL0433  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QL0433
 QL0433  HORZ ORDER  -  THIRD
 QL0433  VERT ORDER  -  THIRD
 QL0433
 QL0433.The horizontal coordinates were established by classical geodetic methods
 QL0433.and adjusted by the National Geodetic Survey in February 1997..
 QL0433
 QL0433.The orthometric height was computed from unverified reset data.
 QL0433.No vertical observational check was made to the station.
 QL0433
 QL0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0433
 QL0433.The geoid height was determined by GEOID03.
 QL0433
 QL0433;                    North         East     Units Scale Factor Converg.
 QL0433;SPC MI N     -   125,070.634 8,044,944.854   MT  0.99992449   +0 25 07.3
 QL0433;SPC MI N     -   410,336.73 26,394,176.03   iFT  0.99992449   +0 25 07.3
 QL0433;UTM  16      - 5,083,895.035   544,930.646   MT  0.99962482   +0 24 57.8
 QL0433
 QL0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0433!SPC MI N     -   0.99996972  x   0.99992449  =   0.99989421
 QL0433!UTM  16      -   0.99996972  x   0.99962482  =   0.99959455
 QL0433
 QL0433|---------------------------------------------------------------------|
 QL0433| PID    Reference Object                     Distance      Geod. Az  |
 QL0433|                                                           dddmmss.s |
 QL0433| QL0071 COOKS                                83.060 METERS 07908     |
 QL0433| QL0434 COOKS 2 RM 3                         11.893 METERS 14719     |
 QL0433| QL0435 COOKS 2 RM 4                                       24009     |
 QL0433| QL0611 COOKS 2 AZ MK 1980                  327.547 METERS 28734     |
 QL0433|---------------------------------------------------------------------|
 QL0433
 QL0433                          SUPERSEDED SURVEY CONTROL
 QL0433
 QL0433  NAD 83(1986)-  45 54 25.75360(N)    086 25 14.55528(W) AD(       ) 3
 QL0433  NGVD 29 (03/27/06)  228.69   (m)          750.3    (f) RESET       3  
 QL0433
 QL0433.Superseded values are not recommended for survey control.
 QL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0433.See file dsdata.txt to determine how the superseded data were derived.
 QL0433
 QL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4493183895(NAD 83)
 QL0433_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0433_SP_SET: CONCRETE POST
 QL0433_STAMPING: COOKS 2 1980
 QL0433_MARK LOGO: NGS   
 QL0433_PROJECTION: FLUSH
 QL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0433+STABILITY: SURFACE MOTION
 QL0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0433+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0433
 QL0433  HISTORY     - Date     Condition        Report By
 QL0433  HISTORY     - 1980     MONUMENTED       NGS
 QL0433  HISTORY     - 1980     GOOD             NGS
 QL0433  HISTORY     - 1980     GOOD             NGS
 QL0433  HISTORY     - 20021112 GOOD             USPSQD
 QL0433  HISTORY     - 20060918 GOOD             USPSQD
 QL0433
 QL0433                          STATION DESCRIPTION
 QL0433
 QL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QL0433'2.75 MI EAST FROM COOKS.
 QL0433'2.75 MILES EAST ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH COUNTY
 QL0433'ROAD 442 IN COOKS, 38.5 FEET NORTHWEST OF A METAL WITNESS POST, 131
 QL0433'FEET SOUTH OF THE CENTERLINE OF HIGHWAY, AT A SMALL RISE IN THE
 QL0433'HIGHWAY.
 QL0433'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 QL0433'THE MARK IS 2 FT ABOVE HIGHWAY.
 QL0433
 QL0433                          STATION RECOVERY (1980)
 QL0433
 QL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 QL0433'THE STATION IS LOCATED ABOUT 3 MILES E OF COOKS, 4.5 W OF THOMPSON,
 QL0433'ON THE S SIDE OF U.S. HIGHWAY 2 AND IN THE HIAWATHA NATIONAL FOREST.
 QL0433'
 QL0433'TO REACH STATION FROM COOKS AT THE INTERSECTION OF U.S. HIGHWAY 2 AND
 QL0433'COUNTY ROAD 442, GO E ON HIGHWAY 2 FOR 2.7 MILES TO A SMALL RISE IN
 QL0433'ROAD AND STATION ON RIGHT AS DESCRIBED.
 QL0433'
 QL0433'STATION MARKS ARE STANDARD DISKS, STAMPED---COOKS 2 1980---.  THE
 QL0433'SURFACE MARK IS 131 FT S OF CENTER LINE OF HIGHWAY, 38.5 FT NW OF A
 QL0433'METAL WITNESS POST AND 1.5 FT S OF A METAL WITNESS POST.  THE MARK
 QL0433'PROJECTS 2 INCHES.
 QL0433'
 QL0433'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---COOKS 2 NO 3
 QL0433'1980---.  IT IS 166 FT S OF CENTER LINE OF THE HIGHWAY AND 1 FT S OF
 QL0433'A METAL WITNESS POST.  THE MARK IS FLUSH.
 QL0433'
 QL0433'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---COOKS 2 NO 4
 QL0433'1980---.  IT IS 150 FT S OF CENTER LINE OF HIGHWAY AND 1.5 FT S OF A
 QL0433'METAL WITNESS POST.  THE MARK IS FLUSH.
 QL0433'
 QL0433'THE 1965 AZIMUTH MARK IS A STANDARD DISK, STAMPED---COOKS
 QL0433'1965---.  IT IS 57 FT N OF CENTER LINE OF HIGHWAY, 24 FT W OF CENTER
 QL0433'LINE OF A TRACK ROAD AND 2 FT S OF A METAL WITNESS POST.  THE MARK
 QL0433'PROJECTS 5 INCHES.
 QL0433'
 QL0433'COOKS 2 AZIMUTH MARK IS A STANDARD DISK, STAMPED---COOKS 2 NO 2
 QL0433'1980---.  IT IS 76 FT N OF CENTER LINE OF HIGHWAY AND 1 FT N OF A
 QL0433'METAL WITNESS POST.  THE MARK IS FLUSH.
 QL0433'
 QL0433'TO REACH AZIMUTH MARKS FROM THE STATION.  GO WEST ON THE HIGHWAY FOR
 QL0433'0.25 MILE TO THE 1980 MARK.  CONTINUE W FOR 0.15 MILE TO THE 1965
 QL0433'MARK AS DESCRIBED.
 QL0433'
 QL0433'THE STATION MAY BE REACHED FROM THOMPSON AT GENERAL STORE, GO W ON
 QL0433'U.S. HIGHWAY 2 FOR 4.5 MILE TO THE STATION ON LEFT AS DESCRIBED.
 QL0433
 QL0433                          STATION RECOVERY (1980)
 QL0433
 QL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 QL0433'THE STATION IS LOCATED IN QUAD. 450861, ABOUT 4.83 KM (3.00 MI) EAST
 QL0433'OF COOKS, 7.24 KM (4.50 MI) WEST OF THOMPSON, ON THE SOUTH SIDE OF
 QL0433'U.S. HIGHWAY 2 AND IN THE HIAWATH NATIONAL FOREST.
 QL0433'TO REACH STATION FROM THE VILLAGE OF COOKS AT THE INTERSECTION OF U.S.
 QL0433'HIGHWAY 2 AND COUNTY ROAD 442, GO EAST ON HIGHWAY 2 FOR 4.35 KM
 QL0433'(2.70 MI) TO A SMALL RISE IN ROAD AND STATION ON RIGHT AS DESCRIBED.
 QL0433'STATION MARK IS SET PROJECTING ABOUT 2 INCHES.  IT IS 39.93 M
 QL0433'(131.00 FT) SOUTH FROM THE CENTER OF HIGHWAY 2, 11.74 M (38.52 FT)
 QL0433'NORTHWEST FROM A METAL WITNESS POST AND 0.457 M (1.499 FT) SOUTH FROM
 QL0433'A METAL WITNESS POST.
 QL0433'THE STATION MAY ALSO BE REACHED FROM THOMPSON AT THE GENERAL STORE, GO
 QL0433'WEST ON U.S. HIGHWAY 2 FOR 7.24 KM (4.50 MI) TO THE STATION ON LEFT
 QL0433'AS DESCRIBED.
 QL0433'DESCRIBED BY J.D. RIGNEY, TYPED BY RONALD L. RAMSEY, NGS GEODETIC
 QL0433'ADVISOR - MICHIGAN.
 QL0433
 QL0433                          STATION RECOVERY (2002)
 QL0433
 QL0433'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0433'RECOVERED IN GOOD CONDITION.
 QL0433
 QL0433                          STATION RECOVERY (2006)
 QL0433
 QL0433'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0611 ***********************************************************************
 QL0611  DESIGNATION -  COOKS 2 AZ MK 1980
 QL0611  PID         -  QL0611
 QL0611  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0611  USGS QUAD   -  
 QL0611
 QL0611                         *CURRENT SURVEY CONTROL
 QL0611  ___________________________________________________________________
 QL0611* NAD 83(1994)-  45 54 28.96229(N)    086 25 29.04670(W)     ADJUSTED  
 QL0611* NAVD 88     -       227.     (meters)     745.     (feet)  VERTCON   
 QL0611  ___________________________________________________________________
 QL0611  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 QL0611  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QL0611
 QL0611  HORZ ORDER  -  THIRD
 QL0611
 QL0611.The horizontal coordinates were established by classical geodetic methods
 QL0611.and adjusted by the National Geodetic Survey in February 1997..
 QL0611
 QL0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0611
 QL0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0611
 QL0611.The geoid height was determined by GEOID03.
 QL0611
 QL0611;                    North         East     Units Scale Factor Converg.
 QL0611;SPC MI N     -   125,167.242 8,044,631.904   MT  0.99992439   +0 24 56.9
 QL0611;SPC MI N     -   410,653.68 26,393,149.29   iFT  0.99992439   +0 24 56.9
 QL0611;UTM  16      - 5,083,991.628   544,617.794   MT  0.99962447   +0 24 47.4
 QL0611
 QL0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0611!SPC MI N     -   0.99997005  x   0.99992439  =   0.99989444
 QL0611!UTM  16      -   0.99997005  x   0.99962447  =   0.99959453
 QL0611
 QL0611:                Primary Azimuth Mark                     Grid Az
 QL0611:SPC MI N     -  COOKS                                    101 30 53.0
 QL0611:UTM  16      -  COOKS                                    101 31 02.5
 QL0611
 QL0611|---------------------------------------------------------------------|
 QL0611| PID    Reference Object                     Distance      Geod. Az  |
 QL0611|                                                           dddmmss.s |
 QL0611| QL0071 COOKS                               402.527 METERS 1015549.9 |
 QL0611| QL0433 COOKS 2                             327.547 METERS 10734     |
 QL0611|---------------------------------------------------------------------|
 QL0611
 QL0611                          SUPERSEDED SURVEY CONTROL
 QL0611
 QL0611  NAD 83(1986)-  45 54 28.95658(N)    086 25 29.04301(W) AD(       ) 3
 QL0611  NGVD 29 (09/03/91)  227.     (m)          745.     (f) VERT ANG       
 QL0611
 QL0611.Superseded values are not recommended for survey control.
 QL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0611.See file dsdata.txt to determine how the superseded data were derived.
 QL0611
 QL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4461883992(NAD 83)
 QL0611_MARKER: DZ = AZIMUTH MARK DISK
 QL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0611_SP_SET: CONCRETE POST
 QL0611_STAMPING: COOKS 2 NO 2 1980
 QL0611_MARK LOGO: NGS   
 QL0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0611+STABILITY: SURFACE MOTION
 QL0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0611+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0611
 QL0611  HISTORY     - Date     Condition        Report By
 QL0611  HISTORY     - 1980     MONUMENTED       NGS
 QL0611  HISTORY     - 20021112 GOOD             USPSQD
 QL0611  HISTORY     - 20060918 GOOD             USPSQD
 QL0611
 QL0611                          STATION DESCRIPTION
 QL0611
 QL0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QL0611'THE STATION IS LOCATED IN QUAD. 450861, ABOUT 4.83 KM (3.00 MI) EAST
 QL0611'OF COOKS, 7.24 KM (4.50 MI) WEST OF THOMPSON, ON THE NORTH SIDE OF
 QL0611'U.S. HIGHWAY 2 AND ON PROPERTY OF THE HIAWATHA NATIONAL FOREST.
 QL0611'TO REACH THE STATION FROM COOKS AT THE INTERSECTION OF U.S. HIGHWAY 2
 QL0611'AND COUNTY ROAD 442, GO EAST ON HIGHWAY 2 FOR 4.34 KM (2.70 MI) TO A
 QL0611'SMALL RISE IN ROAD AND STATION COOKS 2 1980 ON RIGHT, CONTINUE WEST
 QL0611'ON THE HIGHWAY FOR 0.40 KM (0.25 MI) TO THE STATION ON LEFT AS
 QL0611'DESCRIBED.
 QL0611'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS 23.165 M
 QL0611'(76.001 FT) NORTH OF CENTER LINE OF HIGHWAY AND 0.305 M (1.001 FT)
 QL0611'NORTH OF A METAL WITNESS POST.
 QL0611'A TRAVERSE CONNECTION WAS MADE TO STATION COOKS 2 1980 USING
 QL0611'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QL0611'DESCRIBED BY J.D. RIGNEY, TYPED BY RONALD L. RAMSEY, NGS GEODETIC
 QL0611'ADVISOR - MICHIGAN.
 QL0611
 QL0611                          STATION RECOVERY (2002)
 QL0611
 QL0611'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0611'RECOVERED IN GOOD CONDITION.
 QL0611
 QL0611                          STATION RECOVERY (2006)
 QL0611
 QL0611'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0434 ***********************************************************************
 QL0434  DESIGNATION -  COOKS 2 RM 3
 QL0434  PID         -  QL0434
 QL0434  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0434  USGS QUAD   -  
 QL0434
 QL0434                         *CURRENT SURVEY CONTROL
 QL0434  ___________________________________________________________________
 QL0434* NAD 83(1986)-  45 54 26.     (N)    086 25 15.     (W)     SCALED    
 QL0434* NAVD 88     -       228.61   (meters)     750.0    (feet)  RESET     
 QL0434  ___________________________________________________________________
 QL0434  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QL0434
 QL0434  VERT ORDER  -  THIRD
 QL0434
 QL0434.The horizontal coordinates were scaled from a topographic map and have
 QL0434.an estimated accuracy of +/- 6 seconds.
 QL0434
 QL0434.The orthometric height was computed from unverified reset data.
 QL0434.No vertical observational check was made to the station.
 QL0434
 QL0434.The geoid height was determined by GEOID03.
 QL0434
 QL0434;                    North         East    Units  Estimated Accuracy
 QL0434;SPC MI N     -   125,080.    8,044,940.      MT  (+/- 180 meters Scaled)
 QL0434
 QL0434                          SUPERSEDED SURVEY CONTROL
 QL0434
 QL0434  NGVD 29 (03/27/06)  228.63   (m)          750.1    (f) RESET       3  
 QL0434
 QL0434.Superseded values are not recommended for survey control.
 QL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0434.See file dsdata.txt to determine how the superseded data were derived.
 QL0434
 QL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER449839(NAD 83)
 QL0434_MARKER: DR = REFERENCE MARK DISK
 QL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0434_STAMPING: COOKS 2 NO 3 1980
 QL0434_PROJECTION: FLUSH
 QL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0434+STABILITY: SURFACE MOTION
 QL0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0434+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0434
 QL0434  HISTORY     - Date     Condition        Report By
 QL0434  HISTORY     - 1980     MONUMENTED       NGS
 QL0434  HISTORY     - 20021112 GOOD             USPSQD
 QL0434  HISTORY     - 20060918 GOOD             USPSQD
 QL0434
 QL0434                          STATION DESCRIPTION
 QL0434
 QL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QL0434'2.75 MI EAST FROM COOKS.
 QL0434'2.75 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 QL0434'ROAD 442 IN COOKS, 166 FEET SOUTH OF THE HIGHWAY AND AT A SMALL RISE
 QL0434'IN THE HIGHWAY.
 QL0434'THE MARK IS 1 FT  S FROM A WITNESS POST.
 QL0434'THE MARK IS 2 FT ABOVE HIGHWAY.
 QL0434
 QL0434                          STATION RECOVERY (2002)
 QL0434
 QL0434'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0434'RECOVERED IN GOOD CONDITION.
 QL0434
 QL0434                          STATION RECOVERY (2006)
 QL0434
 QL0434'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0435 ***********************************************************************
 QL0435  DESIGNATION -  COOKS 2 RM 4
 QL0435  PID         -  QL0435
 QL0435  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0435  USGS QUAD   -  
 QL0435
 QL0435                         *CURRENT SURVEY CONTROL
 QL0435  ___________________________________________________________________
 QL0435* NAD 83(1986)-  45 54 26.     (N)    086 25 15.     (W)     SCALED    
 QL0435* NAVD 88     -       228.84   (meters)     750.8    (feet)  RESET     
 QL0435  ___________________________________________________________________
 QL0435  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QL0435
 QL0435  VERT ORDER  -  THIRD
 QL0435
 QL0435.The horizontal coordinates were scaled from a topographic map and have
 QL0435.an estimated accuracy of +/- 6 seconds.
 QL0435
 QL0435.The orthometric height was computed from unverified reset data.
 QL0435.No vertical observational check was made to the station.
 QL0435
 QL0435.The geoid height was determined by GEOID03.
 QL0435
 QL0435;                    North         East    Units  Estimated Accuracy
 QL0435;SPC MI N     -   125,080.    8,044,940.      MT  (+/- 180 meters Scaled)
 QL0435
 QL0435                          SUPERSEDED SURVEY CONTROL
 QL0435
 QL0435  NGVD 29 (03/27/06)  228.87   (m)          750.9    (f) RESET       3  
 QL0435
 QL0435.Superseded values are not recommended for survey control.
 QL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0435.See file dsdata.txt to determine how the superseded data were derived.
 QL0435
 QL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER449839(NAD 83)
 QL0435_MARKER: DR = REFERENCE MARK DISK
 QL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0435_STAMPING: COOKS 2 NO 4 1980
 QL0435_PROJECTION: FLUSH
 QL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0435+STABILITY: SURFACE MOTION
 QL0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0435+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0435
 QL0435  HISTORY     - Date     Condition        Report By
 QL0435  HISTORY     - 1980     MONUMENTED       NGS
 QL0435  HISTORY     - 20021112 GOOD             USPSQD
 QL0435  HISTORY     - 20060918 GOOD             USPSQD
 QL0435
 QL0435                          STATION DESCRIPTION
 QL0435
 QL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 QL0435'2.75 MI EAST FROM COOKS.
 QL0435'2.75 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF COUNTY
 QL0435'ROAD 442 IN COOKS, 150 FEET SOUTH OF CENTERLINE OF HIGHWAY, AT A
 QL0435'SMALL RISE IN THE HIGHWAY.
 QL0435'THE MARK IS 1.5 FT  S FROM A WITNESS POST.
 QL0435'THE MARK IS 2 FT ABOVE HIGHWAY.
 QL0435
 QL0435                          STATION RECOVERY (2002)
 QL0435
 QL0435'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0435'RECOVERED IN GOOD CONDITION.
 QL0435
 QL0435                          STATION RECOVERY (2006)
 QL0435
 QL0435'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0606 ***********************************************************************
 QL0606  DESIGNATION -  COOKS LOT 1954
 QL0606  PID         -  QL0606
 QL0606  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0606  USGS QUAD   -  
 QL0606
 QL0606                         *CURRENT SURVEY CONTROL
 QL0606  ___________________________________________________________________
 QL0606* NAD 83(1994)-  45 58 09.91798(N)    086 29 03.80581(W)     ADJUSTED  
 QL0606* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 QL0606  ___________________________________________________________________
 QL0606  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 QL0606  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QL0606
 QL0606  HORZ ORDER  -  SECOND
 QL0606
 QL0606.The horizontal coordinates were established by classical geodetic methods
 QL0606.and adjusted by the National Geodetic Survey in February 1997..
 QL0606
 QL0606.The orthometric height was scaled from a topographic map.
 QL0606
 QL0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0606
 QL0606.The geoid height was determined by GEOID03.
 QL0606
 QL0606;                    North         East     Units Scale Factor Converg.
 QL0606;SPC MI N     -   131,956.727 8,039,959.248   MT  0.99991795   +0 22 21.6
 QL0606;SPC MI N     -   432,928.89 26,377,819.06   iFT  0.99991795   +0 22 21.6
 QL0606;UTM  16      - 5,090,779.269   539,946.806   MT  0.99961962   +0 22 14.6
 QL0606
 QL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0606!SPC MI N     -   0.99996447  x   0.99991795  =   0.99988242
 QL0606!UTM  16      -   0.99996447  x   0.99961962  =   0.99958410
 QL0606
 QL0606                          SUPERSEDED SURVEY CONTROL
 QL0606
 QL0606  NAD 83(1986)-  45 58 09.91215(N)    086 29 03.80165(W) AD(       ) 2
 QL0606  NAD 27      -  45 58 10.01700(N)    086 29 03.26400(W) AD(       ) 2
 QL0606
 QL0606.Superseded values are not recommended for survey control.
 QL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0606.See file dsdata.txt to determine how the superseded data were derived.
 QL0606
 QL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3994790779(NAD 83)
 QL0606
 QL0606  HISTORY     - Date     Condition        Report By
 QL0606  HISTORY     - 1954     MONUMENTED       CGS
 QL0606  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QL0606
 QL0606                          STATION DESCRIPTION
 QL0606
 QL0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0606'THIS IS AN UNOCCUPIED STATION.
 QL0606'
 QL0606'STATION IS LOCATED ABOUT 4 MILES NORTH OF THE VILLAGE OF COOKS, AND
 QL0606'ABOUT 8 MILES NORTHEAST OF THE
 QL0606'VILLAGE OF ISABELLA.  IT IS 18 FEET WEST OF FENCELINE, 39 FEET NORTH
 QL0606'OF THE APPROXIMATE CENTERLINE OF
 QL0606'ROAD, AND IS SET UNDER THE CENTER OF THE LOOKOUT TOWER.
 QL0606'
 QL0606'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED COOKS L.O.T. 1954.
 QL0606'NOTE . 1A-7A.
 QL0606'
 QL0606'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF COOKS, GO NORTHEAST
 QL0606'ON PAVED ROAD FOR 0.3 MILE TO
 QL0606'FORKS.  KEEP LEFT FORK AND GO NORTHERLY FOR 3.0 MILES TO CROSSROADS.
 QL0606'TURN LEFT AND FOLLOW GRAVEL ROAD
 QL0606'WEST THENCE NORTH THENCE EAST FOR 2.45 MILE TO COOKS
 QL0606'LOOKOUT TOWER AND STATION ON LEFT (NORTH) SIDE OF
 QL0606'ROAD AS DESCRIBED.
 QL0606'
 QL0606'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0606
 QL0606                          STATION RECOVERY (1965)
 QL0606
 QL0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0606'STATION WAS RECOVERED AT THIS TIME AND FOUND TO BE IN GOOD CONDITION
 QL0606'AS DESCRIBED.  THE
 QL0606'OVERALL HEIGHT IS 87 FEET.
 QL0606'
 QL0606'THIS STATION WAS OBSERVED AS AN INTERSECTION POINT AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1520 ***********************************************************************
 RL1520  DESIGNATION -  COON
 RL1520  PID         -  RL1520
 RL1520  STATE/COUNTY-  MI/BARAGA
 RL1520  USGS QUAD   -  THREE LAKES (1975)
 RL1520
 RL1520                         *CURRENT SURVEY CONTROL
 RL1520  ___________________________________________________________________
 RL1520* NAD 83(1994)-  46 32 52.20811(N)    088 10 07.41061(W)     ADJUSTED  
 RL1520* NAVD 88     -       558.8    (meters)    1833.     (feet)  VERTCON   
 RL1520  ___________________________________________________________________
 RL1520  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 RL1520  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 RL1520
 RL1520  HORZ ORDER  -  FIRST
 RL1520
 RL1520.The horizontal coordinates were established by classical geodetic methods
 RL1520.and adjusted by the National Geodetic Survey in February 1997..
 RL1520
 RL1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1520
 RL1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1520
 RL1520.The geoid height was determined by GEOID03.
 RL1520
 RL1520;                    North         East     Units Scale Factor Converg.
 RL1520;SPC MI N     -   196,775.899 7,910,375.352   MT  0.99991331   -0 50 41.1
 RL1520;SPC MI N     -   645,590.22 25,952,675.04   iFT  0.99991331   -0 50 41.1
 RL1520;UTM  16      - 5,155,582.151   410,400.516   MT  0.99969868   -0 50 54.6
 RL1520
 RL1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1520!SPC MI N     -   0.99991761  x   0.99991331  =   0.99983093
 RL1520!UTM  16      -   0.99991761  x   0.99969868  =   0.99961631
 RL1520
 RL1520:                Primary Azimuth Mark                     Grid Az
 RL1520:SPC MI N     -  CHAMPION MICH BELL TEL MAST              107 05 16.1
 RL1520:UTM  16      -  CHAMPION MICH BELL TEL MAST              107 05 29.6
 RL1520
 RL1520|---------------------------------------------------------------------|
 RL1520| PID    Reference Object                     Distance      Geod. Az  |
 RL1520|                                                           dddmmss.s |
 RL1520| RK0594 CHAMPION MICH BELL TEL MAST         APPROX.16.0 KM 1061435.0 |
 RL1520| RK0571 REPUBLIC IRON CO MINE TANK          APPROX.22.7 KM 1380215.6 |
 RL1520| RK0576 REPUBLIC CCIC MICROWAVE             APPROX.21.4 KM 1400900.5 |
 RL1520| RL1521 TT 27 C                              45.204 METERS 14600     |
 RL1520| RL1588 COVINGTON TV STA WGN MAST           APPROX.28.8 KM 2670410.4 |
 RL1520| RL1587 COVINGTON                           APPROX.28.3 KM 2710810.3 |
 RL1520| CJ2386 COON RM 1                            24.894 METERS 27150     |
 RL1520| RL1586 COVINGTON NORTH NAT GAS MAST        APPROX.25.8 KM 2723702.0 |
 RL1520| RL1526 HERMAN MICH BELL NEW MICROWAVE      APPROX.20.8 KM 3075634.1 |
 RL1520| RL1523 HERMAN MICROWAVE TOWER              APPROX.20.7 KM 3122513.7 |
 RL1520|---------------------------------------------------------------------|
 RL1520
 RL1520                          SUPERSEDED SURVEY CONTROL
 RL1520
 RL1520  NAD 83(1986)-  46 32 52.20209(N)    088 10 07.40450(W) AD(       ) 1
 RL1520  NAD 27      -  46 32 52.43800(N)    088 10 06.91600(W) AD(       ) 1
 RL1520  NGVD 29 (07/19/86)  558.8    (m)         1833.     (f) VERT ANG       
 RL1520
 RL1520.Superseded values are not recommended for survey control.
 RL1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1520.See file dsdata.txt to determine how the superseded data were derived.
 RL1520
 RL1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1040155582(NAD 83)
 RL1520_MARKER: DS = TRIANGULATION STATION DISK
 RL1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1520+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RL1520
 RL1520  HISTORY     - Date     Condition        Report By
 RL1520  HISTORY     - 1955     MONUMENTED       CGS
 RL1520  HISTORY     - 1975     GOOD             NGS
 RL1520  HISTORY     - 20000621 GOOD             MIDT
 RL1520  HISTORY     - 20060724 GOOD             GEOCAC
 RL1520
 RL1520                          STATION DESCRIPTION
 RL1520
 RL1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RL1520'STATION IS LOCATED ABOUT 2.5 MILES WEST OF MICHIGAMME, ABOUT
 RL1520'0.15 MILE NORTH OF U.S. HIGHWAY 41 AND STATE HIGHWAY 28 AND
 RL1520'JUST SOUTHWEST OF COON LAKE, ON A NARROW TIMBERED RIDGE WHICH
 RL1520'RUNS PARALLEL WITH THE ROAD.  IT IS 148 FEET NORTHWEST OF
 RL1520'THE THREE LAKES LOOKOUT TOWER AND IN SECTION 22, T. 48 N.,
 RL1520'R. 31 W.
 RL1520'
 RL1520'TO REACH THE STATION FROM THE DEPOT IN MICHIGAMME, GO WEST
 RL1520'ON U.S. HIGHWAY 41 AND STATE HIGHWAY 28 FOR 3.5 MILES TO A SIDE
 RL1520'ROAD RIGHT, TURN RIGHT AND FOLLOW THE BLADED ROAD BACK TO
 RL1520'THE EAST UP RIDGE FOR 0.5 MILE TO THE STATION ON THE LEFT AND THE
 RL1520'THREE LAKES LOOKOUT TOWER.
 RL1520'
 RL1520'STATION MARK, A STANDARD DISK, STAMPED COON 1955, IS SET
 RL1520'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 RL1520'IT IS 75 FEET EAST OF BLADED ROAD AND 3.5 FEET WEST OF A
 RL1520'WHITE WITNESS POST.
 RL1520'
 RL1520'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED COON NO 1
 RL1520'1955, IS SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 RL1520'2 INCHES.  IT IS 21 FEET EAST OF A BLADED ROAD AND APPROXIMATELY
 RL1520'8 FEET LOWER THAN THE STATION.
 RL1520'
 RL1520'BENCH MARK TT 27C (USGS) 1938, A BRONZE DISK, STAMPED TT 27C 1938,
 RL1520'IS CEMENTED IN A DRILL HOLE IN A 10 INCH SQUARE ROCK WHICH IS
 RL1520'LEVEL WITH THE GROUND.  IT IS IN THE APPROXIMATE CENTER OF
 RL1520'THE BASE OF THE THREE LAKES LOOKOUT TOWER.
 RL1520'
 RL1520'THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 RL1520'
 RL1520'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1520
 RL1520                          STATION RECOVERY (1975)
 RL1520
 RL1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1520'THE STATION MARK, REFERENCE MARK 1 AND THE USGS MARK WERE
 RL1520'RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 RL1520'DIRECTION TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1955
 RL1520'OBSERVATIONS.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 RL1520'
 RL1520'THE STATION IS LOCATED ABOUT 17.5 MILES EAST OF COVINGTON, 2.75
 RL1520'MILES WEST-NORTHWEST OF MICHIGAMME, 0.15 MILE NORTH OF U.S. HIGHWAY
 RL1520'41 AND STATE HIGHWAY 28, ON TOP OF A THICKLY TIMBERED
 RL1520'HILL THAT IS JUST SOUTHWEST OF COON LAKE, ON PROPERTY OWNED BY THE
 RL1520'MICHIGAN STATE DEPARTMENT OF NATURAL RESOURCES.
 RL1520'
 RL1520'TO REACH THE STATION FROM THE POST OFFICE IN MICHIGAMME, GO WEST
 RL1520'ON COUNTY ROAD 611 FOR 0.25 MILE TO A CROSSROAD.  TURN RIGHT AND
 RL1520'GO NORTH 0.1 MILE TO A T-ROAD.  TURN LEFT AND GO WEST AND NORTH
 RL1520'0.1 MILE TO THE JUNCTION WITH U.S. HIGHWAY 41 AND STATE HIGHWAY
 RL1520'28.  TURN LEFT AND GO WEST ON U.S. HIGHWAY 41 AND STATE HIGHWAY
 RL1520'28 FOR 3.1 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO
 RL1520'EASTERLY AND NORTHEASTERLY UPHILL 0.55 MILE TO TOP OF HILL AND
 RL1520'STATION ABOUT 75 FEET NORTHWEST OF A TURN-AROUND THAT IS JUST
 RL1520'WEST OF ROAD LEADING TO OLD LOOKOUT TOWER FOUNDATION.
 RL1520'
 RL1520'THE STATION MARKS ARE STANDARD DISKS STAMPED COON 1955.  THE
 RL1520'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RL1520'MONUMENT THAT PROJECTS 1 INCH.  IT IS APPROXIMATELY 73 FEET NORTH
 RL1520'OF THE APPARENT CENTER OF THE TURN-AROUND, 7.5 FEET WEST OF A
 RL1520'METAL WITNESS POST, AND 3.5 FEET SOUTH-SOUTHWEST OF A 4X4-INCH
 RL1520'WOODEN WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 RL1520'AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 32 INCHES BELOW THE
 RL1520'GROUND SURFACE.
 RL1520'
 RL1520'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COON NO 1 1955, SET IN
 RL1520'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 RL1520'INCH.  IT IS 2 FEET NORTH OF A METAL WITNESS POST AND ABOUT 8
 RL1520'FEET LOWER THAN THE STATION.
 RL1520'
 RL1520'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS A BRONZE DISK STAMPED
 RL1520'TT 27 C 1938, CEMENTED IN A DRILL HOLE IN A 10-INCH SQUARE ROCK
 RL1520'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET WEST-NORTHWEST
 RL1520'OF A METAL WITNESS POST AND IN THE APPROXIMATE CENTER OF 4
 RL1520'CONCRETE FOOTINGS OF THE RAZED LOOKOUT TOWER.
 RL1520'
 RL1520'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 RL1520'
 RL1520'HEIGHT OF LIGHT ABOVE STATION MARK 99.5 FEET.
 RL1520'
 RL1520'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RL1520'2.75 MILES WEST-NORTHWEST OF MICHIGAMME.
 RL1520
 RL1520                          STATION RECOVERY (2000)
 RL1520
 RL1520'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1520'THE STATION MARK, RM 1 AND TT27C WERE ALL RECOVERED IN GOOD CONDITION.
 RL1520' 
 RL1520
 RL1520                          STATION RECOVERY (2006)
 RL1520
 RL1520'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1520'THE STATION MARK AND RM1 WERE RECOVERED IN GOOD CONDITION. THE SETTING
 RL1520'FOR TT 27 C REMAINS, THOUGH THE DISK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0198 ***********************************************************************
 DI0198  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0198  DESIGNATION -  COOPERSVILLE CORS ARP
 DI0198  CORS_ID     -  MICO
 DI0198  PID         -  DI0198
 DI0198  STATE/COUNTY-  MI/OTTAWA
 DI0198  USGS QUAD   -  COOPERSVILLE (1980)
 DI0198
 DI0198                         *CURRENT SURVEY CONTROL
 DI0198  ___________________________________________________________________
 DI0198* NAD 83(CORS)-  43 03 36.87969(N)    085 56 47.09033(W)     ADJUSTED  
 DI0198* NAVD 88     -                                                        
 DI0198  ___________________________________________________________________
 DI0198  EPOCH DATE  -        2002.00
 DI0198  X           -     329,943.663 (meters)                     COMP
 DI0198  Y           -  -4,655,835.050 (meters)                     COMP
 DI0198  Z           -   4,332,511.047 (meters)                     COMP
 DI0198  ELLIP HEIGHT-         171.25  (meters)          (06/??/06) GPS OBS
 DI0198  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DI0198
 DI0198  HORZ ORDER  -  SPECIAL (CORS)
 DI0198  ELLP ORDER  -  SPECIAL (CORS)
 DI0198
 DI0198.ITRF positions are available for this station.
 DI0198.The coordinates were established by GPS observations
 DI0198.and adjusted by the National Geodetic Survey in June 2006..
 DI0198.The coordinates are valid at the epoch date displayed above.
 DI0198.The epoch date for horizontal control is a decimal equivalence
 DI0198.of Year/Month/Day.
 DI0198
 DI0198
 DI0198.The PID for the CORS L1 Phase Center is DI0199.
 DI0198
 DI0198.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0198
 DI0198.The ellipsoidal height was determined by GPS observations
 DI0198.and is referenced to NAD 83.
 DI0198
 DI0198.The geoid height was determined by GEOID03.
 DI0198
 DI0198;                    North         East     Units Scale Factor Converg.
 DI0198;SPC MI S     -   174,515.875 3,871,330.730   MT  0.99991154   -1 04 30.2
 DI0198;SPC MI S     -   572,558.65 12,701,216.31   iFT  0.99991154   -1 04 30.2
 DI0198
 DI0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0198!SPC MI S     -   0.99997314  x   0.99991154  =   0.99988469
 DI0198
 DI0198                          SUPERSEDED SURVEY CONTROL
 DI0198
 DI0198.No superseded survey control is available for this station.
 DI0198
 DI0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8579268043(NAD 83)
 DI0198_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0198
 DI0198                          STATION DESCRIPTION
 DI0198
 DI0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0198'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0198'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0198'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0198'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0198'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0199 ***********************************************************************
 DI0199  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0199  DESIGNATION -  COOPERSVILLE CORS L1 PHASE CENTER
 DI0199  CORS_ID     -  MICO
 DI0199  PID         -  DI0199
 DI0199  STATE/COUNTY-  MI/OTTAWA
 DI0199  USGS QUAD   -  COOPERSVILLE (1980)
 DI0199
 DI0199                         *CURRENT SURVEY CONTROL
 DI0199  ___________________________________________________________________
 DI0199* NAD 83(CORS)-  43 03 36.87977(N)    085 56 47.09027(W)     ADJUSTED  
 DI0199* NAVD 88     -                                                        
 DI0199  ___________________________________________________________________
 DI0199  EPOCH DATE  -        2002.00
 DI0199  X           -     329,943.669 (meters)                     COMP
 DI0199  Y           -  -4,655,835.121 (meters)                     COMP
 DI0199  Z           -   4,332,511.117 (meters)                     COMP
 DI0199  ELLIP HEIGHT-         171.35  (meters)          (06/??/06) GPS OBS
 DI0199  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DI0199
 DI0199  HORZ ORDER  -  SPECIAL (CORS)
 DI0199  ELLP ORDER  -  SPECIAL (CORS)
 DI0199
 DI0199.ITRF positions are available for this station.
 DI0199.The coordinates were established by GPS observations
 DI0199.and adjusted by the National Geodetic Survey in June 2006..
 DI0199.The coordinates are valid at the epoch date displayed above.
 DI0199.The epoch date for horizontal control is a decimal equivalence
 DI0199.of Year/Month/Day.
 DI0199
 DI0199
 DI0199.The PID for the CORS ARP is DI0198.
 DI0199
 DI0199.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0199
 DI0199.The ellipsoidal height was determined by GPS observations
 DI0199.and is referenced to NAD 83.
 DI0199
 DI0199.The geoid height was determined by GEOID03.
 DI0199
 DI0199;                    North         East     Units Scale Factor Converg.
 DI0199;SPC MI S     -   174,515.878 3,871,330.731   MT  0.99991154   -1 04 30.2
 DI0199;SPC MI S     -   572,558.65 12,701,216.31   iFT  0.99991154   -1 04 30.2
 DI0199
 DI0199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0199!SPC MI S     -   0.99997313  x   0.99991154  =   0.99988467
 DI0199
 DI0199                          SUPERSEDED SURVEY CONTROL
 DI0199
 DI0199.No superseded survey control is available for this station.
 DI0199
 DI0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8579268043(NAD 83)
 DI0199_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0199
 DI0199                          STATION DESCRIPTION
 DI0199
 DI0199'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0199'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0199'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0199'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0199'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0199'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0624 ***********************************************************************
 OK0624  DESIGNATION -  COOPERSVILLE MUNICIPAL TANK
 OK0624  PID         -  OK0624
 OK0624  STATE/COUNTY-  MI/OTTAWA
 OK0624  USGS QUAD   -  COOPERSVILLE (1980)
 OK0624
 OK0624                         *CURRENT SURVEY CONTROL
 OK0624  ___________________________________________________________________
 OK0624* NAD 83(1994)-  43 03 45.73965(N)    085 55 47.93630(W)     ADJUSTED  
 OK0624* NAVD 88     -                                                        
 OK0624  ___________________________________________________________________
 OK0624  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 OK0624  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OK0624
 OK0624  HORZ ORDER  -  THIRD
 OK0624
 OK0624.The horizontal coordinates were established by classical geodetic methods
 OK0624.and adjusted by the National Geodetic Survey in February 1997..
 OK0624
 OK0624
 OK0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0624
 OK0624.The geoid height was determined by GEOID03.
 OK0624
 OK0624;                    North         East     Units Scale Factor Converg.
 OK0624;SPC MI S     -   174,764.236 3,872,673.999   MT  0.99991167   -1 03 50.0
 OK0624;SPC MI S     -   573,373.48 12,705,623.36   iFT  0.99991167   -1 03 50.0
 OK0624;UTM  16      - 4,768,333.702   587,126.989   MT  0.99969338   +0 43 50.3
 OK0624
 OK0624                          SUPERSEDED SURVEY CONTROL
 OK0624
 OK0624  NAD 83(1986)-  43 03 45.74254(N)    085 55 47.94636(W) AD(       ) 4
 OK0624  NAD 27      -  43 03 45.66200(N)    085 55 47.78500(W) AD(       ) 3
 OK0624
 OK0624.Superseded values are not recommended for survey control.
 OK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0624.See file dsdata.txt to determine how the superseded data were derived.
 OK0624
 OK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8712768334(NAD 83)
 OK0624
 OK0624  HISTORY     - Date     Condition        Report By
 OK0624  HISTORY     - UNK      MONUMENTED
 OK0624  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OK0624  HISTORY     - 19950926 GOOD             USPSQD
 OK0624  HISTORY     - 20051201 MARK NOT FOUND   INDIV
 OK0624
 OK0624                          STATION DESCRIPTION
 OK0624
 OK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RMB)
 OK0624'THIS STATION HAS BEEN DESTROYED.  THE TANK HAS BEEN REPLACED BY
 OK0624'A NEW TANK BUILT
 OK0624'IN 1951 SOME DISTANCE FROM THE ORIGINAL TANK.
 OK0624
 OK0624                          STATION RECOVERY (1995)
 OK0624
 OK0624'RECOVERY NOTE BY US POWER SQUADRON 1995
 OK0624'RECOVERED IN GOOD CONDITION.
 OK0624
 OK0624                          STATION RECOVERY (2005)
 OK0624
 OK0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0624'TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1323 ***********************************************************************
 RJ1323  DESIGNATION -  COOT C4W 176
 RJ1323  PID         -  RJ1323
 RJ1323  STATE/COUNTY-  MI/CHIPPEWA
 RJ1323  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ1323
 RJ1323                         *CURRENT SURVEY CONTROL
 RJ1323  ___________________________________________________________________
 RJ1323* NAD 83(1994)-  46 23 34.95166(N)    084 13 48.01295(W)     ADJUSTED  
 RJ1323* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 RJ1323  ___________________________________________________________________
 RJ1323  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 RJ1323  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ1323
 RJ1323  HORZ ORDER  -  SECOND
 RJ1323
 RJ1323.The horizontal coordinates were established by classical geodetic methods
 RJ1323.and adjusted by the National Geodetic Survey in February 1997..
 RJ1323
 RJ1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1323
 RJ1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1323
 RJ1323.The geoid height was determined by GEOID03.
 RJ1323
 RJ1323;                    North         East     Units Scale Factor Converg.
 RJ1323;SPC MI N     -   182,631.471 8,212,985.008   MT  0.99990460   +2 00 07.7
 RJ1323;SPC MI N     -   599,184.62 26,945,488.87   iFT  0.99990460   +2 00 07.7
 RJ1323;UTM  16      - 5,141,447.579   712,959.528   MT  1.00015751   +2 00 23.3
 RJ1323
 RJ1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1323!SPC MI N     -   0.99997788  x   0.99990460  =   0.99988248
 RJ1323!UTM  16      -   0.99997788  x   1.00015751  =   1.00013539
 RJ1323
 RJ1323                          SUPERSEDED SURVEY CONTROL
 RJ1323
 RJ1323  NAD 83(1986)-  46 23 34.94263(N)    084 13 48.01089(W) AD(       ) 2
 RJ1323  NGVD 29 (05/22/90)  177.7    (m)          583.     (f) VERT ANG       
 RJ1323
 RJ1323.Superseded values are not recommended for survey control.
 RJ1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1323.See file dsdata.txt to determine how the superseded data were derived.
 RJ1323
 RJ1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1296041448(NAD 83)
 RJ1323_MARKER: DS = TRIANGULATION STATION DISK
 RJ1323_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1323+WITH SETTING: PAVEMENT
 RJ1323_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1323+STABILITY: SURFACE MOTION
 RJ1323
 RJ1323  HISTORY     - Date     Condition        Report By
 RJ1323  HISTORY     - 1988     MONUMENTED       USE
 RJ1323  HISTORY     - 19940720 GOOD             USPSQD
 RJ1323
 RJ1323                          STATION DESCRIPTION
 RJ1323
 RJ1323'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1323'THE STATION IS LOCATED ABOUT 14.3 KM (8.7 MI) SOUTHEAST OF SAULT STE
 RJ1323'MARIE, 33.6 KM (20.9 MI) NORTHEAST OF RUDYARD, 51.3 KM (31.9 MI)
 RJ1323'NORTH-NORTHWEST OF DETOUR VILLAGE OFF THE WEST SHORE OF SUGAR ISLAND
 RJ1323'ON NAVIGATION LIGHT 80.
 RJ1323'OWNERSHIP---U.S. COAST GUARD, MAINTENANCE/LOGISTICS COMMAND,ATLANTIC
 RJ1323'
 RJ1323'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1323'EAST FOR 0.8 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1323'RIGHT AND GO SOUTH FOR 4.8 KM (3.0 MI) ON ASHMUN STREET TO 3 MILE
 RJ1323'ROAD, TURN LEFT AND GO EAST FOR 1.5 KM (0.93 MI) ON 3 MILE ROAD TO
 RJ1323'M-129, TURN RIGHT AND GO SOUTH ON M-129 TO 9 MILE ROAD, TURN LEFT
 RJ1323'AND GO EAST FOR 8.1 KM (5.04 MI) ON 9 MILE ROAD TO BRUCE BOAT ACCESS
 RJ1323'AREA. TRAVEL BY BOAT UPRIVER FOR 15 MINUTES TO CONCRETE FOUNDATION
 RJ1323'WITH NAVIGATION LIGHT 80 AND THE STATION.
 RJ1323'
 RJ1323'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C4W-176
 RJ1323'1988---, SET INTO THE CONCRETE FOUNDATION OF NAVIGATION LIGHT 80.
 RJ1323'
 RJ1323'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1323
 RJ1323                          STATION RECOVERY (1994)
 RJ1323
 RJ1323'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0620 ***********************************************************************
 RM0620  DESIGNATION -  COPPER PEAK LOOKOUT
 RM0620  PID         -  RM0620
 RM0620  STATE/COUNTY-  MI/GOGEBIC
 RM0620  USGS QUAD   -  LAKE EVELYN (1973)
 RM0620
 RM0620                         *CURRENT SURVEY CONTROL
 RM0620  ___________________________________________________________________
 RM0620* NAD 83(1994)-  46 36 02.63854(N)    090 05 24.66496(W)     ADJUSTED  
 RM0620* NAVD 88     -       475.     (meters)    1558.     (feet)  SCALED    
 RM0620  ___________________________________________________________________
 RM0620  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 RM0620  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 RM0620
 RM0620  HORZ ORDER  -  SECOND
 RM0620
 RM0620.The horizontal coordinates were established by classical geodetic methods
 RM0620.and adjusted by the National Geodetic Survey in February 1997..
 RM0620
 RM0620.The orthometric height was scaled from a topographic map.
 RM0620
 RM0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0620
 RM0620.The geoid height was determined by GEOID03.
 RM0620
 RM0620;                    North         East     Units Scale Factor Converg.
 RM0620;SPC MI N     -   206,608.967 7,763,307.235   MT  0.99991797   -2 14 00.8
 RM0620;SPC MI N     -   677,850.94 25,470,168.09   iFT  0.99991797   -2 14 00.8
 RM0620;UTM  15      - 5,164,910.034   722,857.689   MT  1.00021051   +2 06 54.3
 RM0620
 RM0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0620!SPC MI N     -   0.99993035  x   0.99991797  =   0.99984832
 RM0620!UTM  15      -   0.99993035  x   1.00021051  =   1.00014084
 RM0620
 RM0620                          SUPERSEDED SURVEY CONTROL
 RM0620
 RM0620  NAD 83(1994)-  46 36 02.63891(N)    090 05 24.66357(W) AD(       ) 2
 RM0620  NAD 83(1986)-  46 36 02.63291(N)    090 05 24.65857(W) AD(       ) 2
 RM0620  NAD 27      -  46 36 02.82782(N)    090 05 24.02288(W) AD(       ) 2
 RM0620
 RM0620.Superseded values are not recommended for survey control.
 RM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0620.See file dsdata.txt to determine how the superseded data were derived.
 RM0620
 RM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2285864910(NAD 83)
 RM0620_MARKER: 57 = LOOKOUT TOWER
 RM0620_SETTING: 0 = UNSPECIFIED SETTING
 RM0620
 RM0620  HISTORY     - Date     Condition        Report By
 RM0620  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0620  HISTORY     - 1978     GOOD             NGS
 RM0620  HISTORY     - 1981     GOOD             NGS
 RM0620  HISTORY     - 19920818 GOOD             USPSQD
 RM0620  HISTORY     - 20020615 GOOD             USPSQD
 RM0620
 RM0620                          STATION DESCRIPTION
 RM0620
 RM0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0620'LOCATED 23.17 FEET (7.062 METERS) NORTH OF TRIANGULATION
 RM0620'STATION COPPER, THE CENTER OF THE BASE OF MICHIGAN STATE LOOKOUT
 RM0620'TOWER COPPER PEAK WHICH IS A STEEL STRUCTURE 90 FEET HIGH WITH
 RM0620'A GLASS-ENCLOSED PLATFORM ON THE TOP.
 RM0620
 RM0620                          STATION RECOVERY (1978)
 RM0620
 RM0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 RM0620'THE STATION, COPPER PEAK LOOKOUT TOWER, WAS RECOVERED AS
 RM0620'DESCRIBED IN 1939.  THE LOOKOUT TOWER IS LOCATED ABOUT
 RM0620'9 MILES NORTH-NORTHWEST OF BESSEMER, 3-1/2 MILES SOUTH
 RM0620'OF LAKE SUPERIOR, AND ON PROPERTY OF THE GOGEBIC RANGE
 RM0620'SKI CORPORTATION, P.O. BOX 159, IRONWOOD, MICHIGAN.
 RM0620
 RM0620                          STATION RECOVERY (1981)
 RM0620
 RM0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MOC)
 RM0620'RECOVERED AS DESCRIBED.
 RM0620'
 RM0620'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NORTH OF
 RM0620'IRONWOOD.
 RM0620
 RM0620                          STATION RECOVERY (1992)
 RM0620
 RM0620'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0620'RECOVERED IN GOOD CONDITION.
 RM0620
 RM0620                          STATION RECOVERY (2002)
 RM0620
 RM0620'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2344 ***********************************************************************
 AB2344  DESIGNATION -  COPPER RESET
 AB2344  PID         -  AB2344
 AB2344  STATE/COUNTY-  MI/GOGEBIC
 AB2344  USGS QUAD   -  LAKE EVELYN (1973)
 AB2344
 AB2344                         *CURRENT SURVEY CONTROL
 AB2344  ___________________________________________________________________
 AB2344* NAD 83(1994)-  46 36 02.40986(N)    090 05 24.67584(W)     ADJUSTED  
 AB2344* NAVD 88     -                                                        
 AB2344  ___________________________________________________________________
 AB2344  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AB2344  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 AB2344
 AB2344  HORZ ORDER  -  FIRST
 AB2344
 AB2344.The horizontal coordinates were established by classical geodetic methods
 AB2344.and adjusted by the National Geodetic Survey in February 1997..
 AB2344
 AB2344
 AB2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2344
 AB2344.The geoid height was determined by GEOID03.
 AB2344
 AB2344;                    North         East     Units Scale Factor Converg.
 AB2344;SPC MI N     -   206,601.921 7,763,306.728   MT  0.99991796   -2 14 00.8
 AB2344;SPC MI N     -   677,827.82 25,470,166.43   iFT  0.99991796   -2 14 00.8
 AB2344;UTM  15      - 5,164,902.967   722,857.718   MT  1.00021051   +2 06 54.3
 AB2344
 AB2344|---------------------------------------------------------------------|
 AB2344| PID    Reference Object                     Distance      Geod. Az  |
 AB2344|                                                           dddmmss.s |
 AB2344| RM0620 COPPER PEAK LOOKOUT                   7.065 METERS 00153     |
 AB2344| CJ2392 COPPER RM 5                          53.724 METERS 05921     |
 AB2344| RL1654 PORCUPINE LOOKOUT TOWER             APPROX.20.4 KM 0633905.7 |
 AB2344| RL1644 RAMSAY PLYMOUTH LOCATION TANK       APPROX.17.6 KM 1490438.4 |
 AB2344| RM0643 BESSEMER MUNICIPAL TANK             APPROX.14.8 KM 1672757.4 |
 AB2344| RM0649 IRONWOOD NEWPORT MINING TANK        APPROX.16.2 KM 1902211.7 |
 AB2344| RM0653 IRONWOOD PENOKEE MINING TA STK      APPROX.16.7 KM 1925003.5 |
 AB2344| RM0072 ZION                                APPROX.15.0 KM 2032719.3 |
 AB2344| CJ2391 COPPER RM 4                          22.895 METERS 33427     |
 AB2344| RM0061 COPPER RM 2                          22.903 METERS 33432     |
 AB2344| RM0060 COPPER RM 1                          17.135 METERS 33622     |
 AB2344|---------------------------------------------------------------------|
 AB2344
 AB2344                          SUPERSEDED SURVEY CONTROL
 AB2344
 AB2344  NAD 83(1994)-  46 36 02.41024(N)    090 05 24.67478(W) AD(       ) 1
 AB2344  NAD 83(1986)-  46 36 02.40423(N)    090 05 24.66946(W) AD(       ) 1
 AB2344
 AB2344.Superseded values are not recommended for survey control.
 AB2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2344.See file dsdata.txt to determine how the superseded data were derived.
 AB2344
 AB2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2285864903(NAD 83)
 AB2344_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2344_SP_SET: SET INTO TOP OF CONCRETE POST
 AB2344_STAMPING: COPPER 1939 1978
 AB2344_MARK LOGO: NGS   
 AB2344_PROJECTION: PROJECTING 8 CENTIMETERS
 AB2344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2344+STABILITY: SURFACE MOTION
 AB2344
 AB2344  HISTORY     - Date     Condition        Report By
 AB2344  HISTORY     - 1978     MONUMENTED       NGS
 AB2344  HISTORY     - 19941001 GOOD             LOCENG
 AB2344  HISTORY     - 19941001 GOOD             GLORI
 AB2344  HISTORY     - 20020613 GOOD             USPSQD
 AB2344
 AB2344                          STATION DESCRIPTION
 AB2344
 AB2344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (JRS)
 AB2344'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD
 AB2344'CONDITION.  THE SURFACE STATION MARK AND REFERENCE MARK 1 WERE
 AB2344'NOT RECOVERED.  REFERENCE MARK 2 WAS FOUND LAYING ON ITS SIDE.
 AB2344'A STATION MARK DISK STAMPED COPPER 1939 WAS FOUND CEMENTED IN
 AB2344'A DRILL HOLE IN THE MOST SOUTHEASTERLY CONCRETE FOUNDATION
 AB2344'SUPPORTING A LEG OF A SKI JUMP.  IT IS BELIEVED THAT THIS IS THE
 AB2344'DISK FROM THE ORIGINAL SURFACE STATION MARK.  IF IT IS, IT HAS BEEN
 AB2344'MOVED TO THIS POINT.  TO ELIMINATE CONFUSION, THIS DISK WAS
 AB2344'STAMPED RM 5 AT THIS TIME.  A NEW SURFACE MARK WAS SET OVER THE
 AB2344'ORIGINAL UNDERGROUND STATION, AND REFERENCE MARK 4 WAS
 AB2344'ESTABLISHED AT THIS TIME.
 AB2344'
 AB2344'THE STATION IS LOCATED 9 MILES NORTH-NORTHWEST OF BESSEMER, 3-1/2
 AB2344'MILES SOUTH OF LAKE SUPERIOR, AND ON THE PROPERTY OF THE GOGEBIC
 AB2344'RANGE SKI COOPORATION, P.O. BOX 159, IRONWOOD, MICHIGAN.
 AB2344'
 AB2344'TO REACH FROM THE JUNCTION OF CLOVERLAND ROAD, (U.S. HIGHWAY 2)
 AB2344'AND NORTH LAKE ROAD IN IRONWOOD, GO NORTH ON NORTH LAKE ROAD
 AB2344'FOR 4.0 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST ON A PAVED
 AB2344'ROAD FOR 2.85 MILES TO A T-ROAD.  TURN LEFT AND GO NORTHERLY ON
 AB2344'A PAVED ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 AB2344'A GRAVEL ROAD FOR 0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND
 AB2344'GO 50 FEET TO A LOCKED CABLE GATE.  PASS THROUGH THE GATE AND
 AB2344'CONTINUE ON A GRAVEL ROAD FOR 0.8 MILE TO A LOOKOUT TOWER AND
 AB2344'THE STATION.
 AB2344'
 AB2344'THE STATION IS A STANDARD NGS DISK STAMPED---COPPER 1939 1978---,
 AB2344'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES IN
 AB2344'DIAMETER PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 AB2344'17 FEET WOUTHWEST FROM THE SOUTHEAST LEG OF THE LOOKOUT TOWER,
 AB2344'11 FEET SOUTH FROM THE SOUTHEAST CORNER OF THE CONCRETE STEPS OF THE
 AB2344'LOOKOUT TOWER,
 AB2344'4.5 FEET SOUTH FROM A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 AB2344'UNDERGROUND MARK IS A STANDARD CGS DISK STAMPED---COPPER
 AB2344'1939---, SET INTO AN IRREGULAR MASS OF CONCRETE 2.5 FEET BELOW
 AB2344'THE SURFACE.
 AB2344'
 AB2344'REFERENCE MARK 4, STAMPED---COPPER NO 4 1939 1978---, IS A
 AB2344'STANDARD NGS DISK SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 AB2344'12 INCHES IN DIAMETER FLUSH WITH THE GROUND.  IT IS
 AB2344'42.2 FEET NORTHWEST FROM THE NORTHWEST LEG OF THE LOOKOUT TOWER,
 AB2344'AND 1.5 FEET SOUTH FROM A METAL WITNESS POST WTIH SIGN ATTACHED.
 AB2344'
 AB2344'REFERENCE MARK 5, STAMPED---COPPER 1939 RM 5---, IS A STANDARD
 AB2344'CGS TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN THE
 AB2344'CONCRETE FOUNDATION SUPPORTING THE MOST SOUTHEAST LEG OF A SKI JUMP.
 AB2344'
 AB2344'HEIGHT OF LIGHT ABOVE STATION WAS 26.3 METERS.  NO SUITABLE
 AB2344'LOCATION FOR AN AZIMUTH MARK.  NO MEASUREMENTS BETWEEN
 AB2344'REFERENCE MARKS DUE TO DIFFERENCE IN ELEVATION.
 AB2344
 AB2344                          STATION RECOVERY (1994)
 AB2344
 AB2344'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 AB2344'FROM THE STOPLIGHT AT THE INTERSECTION OF U.S. HIGHWAY 2 AND MOORE
 AB2344'STREET (COUNTY ROAD 513) IN BESSEMER, PROCEED NORTH ON MOORE
 AB2344'ST./COUNTY ROAD 513 FOR 9.35 MI, (15.05 KM) (0.5 MI PAST (Y) TO THE
 AB2344'RIGHT TO COPPER PEAK SKI FLYING COMPLEX) , TO A DIRT ROAD EAST.
 AB2344'PROCEED EASTERLY APPROXIMATELY 220 FT (67.1 M) TO A DIRT ROAD LEFT
 AB2344'(NORTH) AND IRON GATE.  PROCEED ON DIRT ROAD NORTHERLY AND EASTERLY TO
 AB2344'TOP OF HILL AND SKI JUMP.  FIRE TOWER LAYS SOUTH OF THE SKI JUMP,
 AB2344'STATION LAYS 13.0 FT (4.0 M) SOUTH OF TOWER.
 AB2344
 AB2344                          STATION RECOVERY (1994)
 AB2344
 AB2344'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 AB2344'TO REACH FROM THE STOPLIGHT AT THE INTERSECTION OF US 2 AND MOORE ST.
 AB2344'(CO.  R.  513) IN BESSEMER, PROCEED NORTH ON MOORE ST.  /CO.  RD. 513
 AB2344'FOR 9.35 MILES, (15.05 KM) (.05 MILES PAST Y TO THE RIGHT TO COPPER
 AB2344'PEAK SKI FLYING COMPLEX) , TO A DIRT ROAD EAST.  PROCEED EASTERLY
 AB2344'APPROX.  220 FEET (67.1 M) TO DIRT ROAD LEFT (NORTH) AND IRON GATE.
 AB2344'PROCEED ON DIRT ROAD NORTHERLY AND EASTERLY TO TOP OF HILL AND SKI
 AB2344'JUMP.  FIRE TOWER LAYS SOUTH OF SKI JUMP, STATION LAYS 13 FEET (4.0 M)
 AB2344'SOUTH OF TOWER.  FROM STATION S.W.  LEG OF FIRE TOWER IS N.33 W.  16.
 AB2344'FT.FROM STATION S.E.  LEG OF FIRE TOWER IS N.41 E. 16.6 FT.FROM
 AB2344'STATION STEEL GUARD RAIL BEARS N.  01 W.  4.0 FT.FROM STATION CONCRETE
 AB2344'STEPS BEAR N.  05 W.  10.9 FT.R.M.5 BRASS CAP IMBEDDED IN SE FOOTING
 AB2344'OF SKI JUMP.
 AB2344
 AB2344                          STATION RECOVERY (2002)
 AB2344
 AB2344'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 AB2344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0060 ***********************************************************************
 RM0060  DESIGNATION -  COPPER RM 1
 RM0060  PID         -  RM0060
 RM0060  STATE/COUNTY-  MI/GOGEBIC
 RM0060  USGS QUAD   -  LAKE EVELYN (1973)
 RM0060
 RM0060                         *CURRENT SURVEY CONTROL
 RM0060  ___________________________________________________________________
 RM0060* NAD 83(1986)-  46 36 02.     (N)    090 05 25.     (W)     SCALED    
 RM0060* NAVD 88     -       473.662  (meters)    1554.01   (feet)  ADJUSTED  
 RM0060  ___________________________________________________________________
 RM0060  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 RM0060  DYNAMIC HT  -         473.716 (meters)    1554.18  (feet)  COMP
 RM0060  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 RM0060
 RM0060  VERT ORDER  -  SECOND    CLASS 0
 RM0060
 RM0060.The horizontal coordinates were scaled from a topographic map and have
 RM0060.an estimated accuracy of +/- 6 seconds.
 RM0060
 RM0060.The orthometric height was determined by differential leveling
 RM0060.and adjusted by the National Geodetic Survey in June 1991..
 RM0060
 RM0060.The geoid height was determined by GEOID03.
 RM0060
 RM0060.The dynamic height is computed by dividing the NAVD 88
 RM0060.geopotential number by the normal gravity value computed on the
 RM0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0060.degrees latitude (g = 980.6199 gals.).
 RM0060
 RM0060.The modeled gravity was interpolated from observed gravity values.
 RM0060
 RM0060;                    North         East    Units  Estimated Accuracy
 RM0060;SPC MI N     -   206,590.    7,763,300.      MT  (+/- 180 meters Scaled)
 RM0060
 RM0060                          SUPERSEDED SURVEY CONTROL
 RM0060
 RM0060  NGVD 29 (??/??/92)  473.697  (m)         1554.12   (f) ADJ UNCH    2 0
 RM0060
 RM0060.Superseded values are not recommended for survey control.
 RM0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0060.See file dsdata.txt to determine how the superseded data were derived.
 RM0060
 RM0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM228648(NAD 83)
 RM0060_MARKER: DR = REFERENCE MARK DISK
 RM0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0060_STAMPING: COPPER NO 1 1939
 RM0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0060+STABILITY: SURFACE MOTION
 RM0060
 RM0060  HISTORY     - Date     Condition        Report By
 RM0060  HISTORY     - 1939     MONUMENTED       CGS
 RM0060  HISTORY     - 1948     GOOD             NGS
 RM0060  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0060
 RM0060                          STATION DESCRIPTION
 RM0060
 RM0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0060'7.8 MI NW FROM NORTH BESSEMER.
 RM0060'ABOUT 7.35 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM
 RM0060'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ALANTIC RAILWAY AT
 RM0060'NORTH BESSEMER, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A WELL
 RM0060'DEFINED TRAIL TO COPPER LOOKOUT TOWER AT THE TOP OF CHIPPEWA
 RM0060'HILL, 44 FEET EAST OF THE SOUTHEAST LEG OF THE TOWER, 57 FEET EAST
 RM0060'OF THE STATION MARK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RM0060'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RM0060
 RM0060                          STATION RECOVERY (2002)
 RM0060
 RM0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0061 ***********************************************************************
 RM0061  DESIGNATION -  COPPER RM 2
 RM0061  PID         -  RM0061
 RM0061  STATE/COUNTY-  MI/GOGEBIC
 RM0061  USGS QUAD   -  LAKE EVELYN (1973)
 RM0061
 RM0061                         *CURRENT SURVEY CONTROL
 RM0061  ___________________________________________________________________
 RM0061* NAD 83(1986)-  46 36 02.     (N)    090 05 25.     (W)     SCALED    
 RM0061* NAVD 88     -       474.532  (meters)    1556.86   (feet)  ADJUSTED  
 RM0061  ___________________________________________________________________
 RM0061  GEOID HEIGHT-         -30.60  (meters)                     GEOID03
 RM0061  DYNAMIC HT  -         474.587 (meters)    1557.04  (feet)  COMP
 RM0061  MODELED GRAV-     980,712.6   (mgal)                       NAVD 88
 RM0061
 RM0061  VERT ORDER  -  SECOND    CLASS 0
 RM0061
 RM0061.The horizontal coordinates were scaled from a topographic map and have
 RM0061.an estimated accuracy of +/- 6 seconds.
 RM0061
 RM0061.The orthometric height was determined by differential leveling
 RM0061.and adjusted by the National Geodetic Survey in June 1991..
 RM0061
 RM0061.The geoid height was determined by GEOID03.
 RM0061
 RM0061.The dynamic height is computed by dividing the NAVD 88
 RM0061.geopotential number by the normal gravity value computed on the
 RM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0061.degrees latitude (g = 980.6199 gals.).
 RM0061
 RM0061.The modeled gravity was interpolated from observed gravity values.
 RM0061
 RM0061;                    North         East    Units  Estimated Accuracy
 RM0061;SPC MI N     -   206,590.    7,763,300.      MT  (+/- 180 meters Scaled)
 RM0061
 RM0061                          SUPERSEDED SURVEY CONTROL
 RM0061
 RM0061  NGVD 29 (??/??/92)  474.568  (m)         1556.98   (f) ADJ UNCH    2 0
 RM0061
 RM0061.Superseded values are not recommended for survey control.
 RM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0061.See file dsdata.txt to determine how the superseded data were derived.
 RM0061
 RM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM228648(NAD 83)
 RM0061_MARKER: DR = REFERENCE MARK DISK
 RM0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0061_STAMPING: COPPER NO 2 1939
 RM0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0061+STABILITY: SURFACE MOTION
 RM0061
 RM0061  HISTORY     - Date     Condition        Report By
 RM0061  HISTORY     - 1939     MONUMENTED       CGS
 RM0061  HISTORY     - 1948     GOOD             NGS
 RM0061  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0061
 RM0061                          STATION DESCRIPTION
 RM0061
 RM0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0061'7.8 MI NW FROM NORTH BESSEMER.
 RM0061'ABOUT 7.35 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM
 RM0061'THE CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AT
 RM0061'NORTH BESSEMER, THENCE ABOUT 0.4 MILE NORTHWEST ALONG A WELL
 RM0061'DEFINED TRAIL TO COPPER LOOKOUT TOWER AT THE TOP OF CHIPPEWA HILL,
 RM0061'75 FEET NORTH-NORTHWEST OF THE STATION MARK, 42 FEET NORTH-NORTHWEST
 RM0061'OF THE NORTHWEST LEG OF THE TOWER, 6 FEET SOUTHWEST OF AN 8-INCH
 RM0061'MAPLE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 RM0061'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RM0061
 RM0061                          STATION RECOVERY (2002)
 RM0061
 RM0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0078 ***********************************************************************
 SG0078  DESIGNATION -  COPPER SPIKE
 SG0078  PID         -  SG0078
 SG0078  STATE/COUNTY-  MI/HOUGHTON
 SG0078  USGS QUAD   -  SOUTH RANGE (1975)
 SG0078
 SG0078                         *CURRENT SURVEY CONTROL
 SG0078  ___________________________________________________________________
 SG0078* NAD 83(1986)-  47 05 07.     (N)    088 39 05.     (W)     SCALED    
 SG0078* NAVD 88     -       343.80   (+/-2cm)    1128.0    (feet)  VERTCON   
 SG0078  ___________________________________________________________________
 SG0078  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 SG0078
 SG0078  VERT ORDER  -  ? (See Below)
 SG0078
 SG0078.The horizontal coordinates were scaled from a topographic map and have
 SG0078.an estimated accuracy of +/- 6 seconds.
 SG0078
 SG0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0078.The vertical order pertains to the NGVD 29 superseded value.
 SG0078
 SG0078.The geoid height was determined by GEOID03.
 SG0078
 SG0078;                    North         East    Units  Estimated Accuracy
 SG0078;SPC MI N     -   257,160.    7,874,610.      MT  (+/- 180 meters Scaled)
 SG0078
 SG0078                          SUPERSEDED SURVEY CONTROL
 SG0078
 SG0078  NGVD 29 (??/??/92)  343.793  (m)         1127.93   (f) ADJ UNCH    ?  
 SG0078
 SG0078.Superseded values are not recommended for survey control.
 SG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0078.See file dsdata.txt to determine how the superseded data were derived.
 SG0078
 SG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT746159(NAD 83)
 SG0078_MARKER: S = SPIKE
 SG0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0078_SP_SET: PLATFORM
 SG0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0078
 SG0078  HISTORY     - Date     Condition        Report By
 SG0078  HISTORY     - UNK      MONUMENTED       USGS
 SG0078  HISTORY     - 1948     MARK NOT FOUND   NGS
 SG0078  HISTORY     - 20050713 MARK NOT FOUND   GEOCAC
 SG0078
 SG0078                          STATION DESCRIPTION
 SG0078
 SG0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0078'AT MILL MINE.
 SG0078'AT MILL MINE, HOUGHTON COUNTY, ON THE COPPER RANGE RAILROAD, AT
 SG0078'THE SOUTHWEST CORNER OF THE STATION PLATFORM, 4 FEET NORTHEAST OF
 SG0078'A ROAD CROSSING, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A COPPER
 SG0078'SPIKE.  NOTE-- THE STATION AT MILL MINE HAS BEEN TORN DOWN SO THE
 SG0078'MARK WAS EVIDENTLY DESTROYED.
 SG0078
 SG0078                          STATION RECOVERY (2005)
 SG0078
 SG0078'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0078'ASSUMED DESTROYED.
 SG0078'THE COPPER RANGE R/R UNDERWENT MAIN LINE CHANGES IN THE 1920'S, LIKELY
 SG0078'WHEN THE STATION WAS TORN DOWN.  THE R/R HAS SUBSEQUENTLY BEEN
 SG0078'DISMANTLED FOR MANY YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1623 ***********************************************************************
 RL1623  DESIGNATION -  COPPS
 RL1623  PID         -  RL1623
 RL1623  STATE/COUNTY-  MI/GOGEBIC
 RL1623  USGS QUAD   -  MARENISCO (1975)
 RL1623
 RL1623                         *CURRENT SURVEY CONTROL
 RL1623  ___________________________________________________________________
 RL1623* NAD 83(1994)-  46 27 02.71862(N)    089 39 23.16156(W)     ADJUSTED  
 RL1623* NAVD 88     -       528.     (meters)    1732.     (feet)  SCALED    
 RL1623  ___________________________________________________________________
 RL1623  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 RL1623  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 RL1623
 RL1623  HORZ ORDER  -  FIRST
 RL1623
 RL1623.The horizontal coordinates were established by classical geodetic methods
 RL1623.and adjusted by the National Geodetic Survey in February 1997..
 RL1623
 RL1623.The orthometric height was scaled from a topographic map.
 RL1623
 RL1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1623
 RL1623.The geoid height was determined by GEOID03.
 RL1623
 RL1623;                    North         East     Units Scale Factor Converg.
 RL1623;SPC MI N     -   188,743.751 7,795,958.409   MT  0.99990699   -1 55 12.2
 RL1623;SPC MI N     -   619,238.03 25,577,291.37   iFT  0.99990699   -1 55 12.2
 RL1623;UTM  16      - 5,147,560.451   295,986.485   MT  1.00011164   -1 55 33.6
 RL1623
 RL1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1623!SPC MI N     -   0.99992209  x   0.99990699  =   0.99982909
 RL1623!UTM  16      -   0.99992209  x   1.00011164  =   1.00003372
 RL1623
 RL1623:                Primary Azimuth Mark                     Grid Az
 RL1623:SPC MI N     -  COPPS LOOKOUT TOWER                      014 10 12.8
 RL1623:UTM  16      -  COPPS LOOKOUT TOWER                      014 10 34.2
 RL1623
 RL1623|---------------------------------------------------------------------|
 RL1623| PID    Reference Object                     Distance      Geod. Az  |
 RL1623|                                                           dddmmss.s |
 RL1623| RL1622 COPPS LOOKOUT TOWER                 APPROX. 2.4 KM 0121500.6 |
 RL1623| CJ2394 COPPS RM 1                           25.351 METERS 09638     |
 RL1623| CJ2393 COPPS AZ MK                                        0995728.0 |
 RL1623| RL1624 MARENISCO LOOKOUT TOWER             APPROX. 8.2 KM 1814518.5 |
 RL1623| CJ2395 COPPS RM 2                           29.325 METERS 18703     |
 RL1623| RL1645 WAKEFIELD ST POL RAD STA KQA        APPROX.20.9 KM 2785932.2 |
 RL1623|---------------------------------------------------------------------|
 RL1623
 RL1623                          SUPERSEDED SURVEY CONTROL
 RL1623
 RL1623  NAD 83(1994)-  46 27 02.71562(N)    089 39 23.15850(W) AD(       ) 1
 RL1623  NAD 83(1986)-  46 27 02.71446(N)    089 39 23.15673(W) AD(       ) 1
 RL1623  NAD 27      -  46 27 02.90300(N)    089 39 22.58700(W) AD(       ) 1
 RL1623
 RL1623.Superseded values are not recommended for survey control.
 RL1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1623.See file dsdata.txt to determine how the superseded data were derived.
 RL1623
 RL1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9598647560(NAD 83)
 RL1623_MARKER: DS = TRIANGULATION STATION DISK
 RL1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1623_STAMPING: COPPS 1939
 RL1623_MARK LOGO: CGS   
 RL1623_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1623+STABILITY: SURFACE MOTION
 RL1623
 RL1623  HISTORY     - Date     Condition        Report By
 RL1623  HISTORY     - 1939     MONUMENTED       CGS
 RL1623  HISTORY     - 1952     GOOD             CGS
 RL1623  HISTORY     - 19941002 GOOD             LOCENG
 RL1623  HISTORY     - 19941002 GOOD             GLORI
 RL1623
 RL1623                          STATION DESCRIPTION
 RL1623
 RL1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1623'FIVE AND ONE-HALF MILES NORTH OF MARENISCO, 4 MILES WEST OF
 RL1623'LAKE GOGEBIC, ON TOP OF A LOW FLAT-TOPPED HILL COVERED WITH SECOND
 RL1623'GROWTH TIMBER, IN THE SOUTHWEST QUARTER OF SEC. 23, T. 47 N.,
 RL1623'R. 43 W., AND ON U.S. FORESTRY SERVICE LAND.  THE STATION MARK
 RL1623'IS ABOUT 1/8 MILE NORTH OF A ROAD AND 44 FEET EAST OF TWIN
 RL1623'PINE TREES, (THE ONLY PINE TREES IN THIS VICINITY), PROJECTS
 RL1623'2 INCHES ABOVE THE GROUND AND IS STAMPED COPPS 1939.
 RL1623'
 RL1623'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY
 RL1623'64, 1/2 MILE NORTH OF MARENISCO, GO EAST ON U.S. HIGHWAY 2
 RL1623'FOR 0.15 MILE, TURN LEFT AT A CROSS ROAD AND FOLLOW THE MAIN
 RL1623'GRAVEL ROAD NORTH FOR 3.6 MILES, THEN TAKE RIGHT FORK UP A LIGHT
 RL1623'GRADE FOR 1.5 MILES TO THE END OF TRUCK TRAVEL.  FROM HERE
 RL1623'PROCEED NORTHWARD UP HILL ABOUT 1/8 MILE, TO THE TOP AND THE
 RL1623'STATION.
 RL1623'
 RL1623'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1623'BRONZE DISKS SET IN CONCRETE.
 RL1623'
 RL1623'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, PROJECTS
 RL1623'6 INCHES ABOVE THE GROUND AND IS STAMPED COPPS NO 1 1939.
 RL1623'
 RL1623'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, PROJECTS
 RL1623'6 INCHES ABOVE THE GROUND AND IS STAMPED COPPS NO 2 1939.
 RL1623'
 RL1623'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 43 FEET WEST OF
 RL1623'THE CENTER OF THE ROAD, PROJECTS 6 INCHES ABOVE THE GROUND AND
 RL1623'STAMPED COPPS 1939.  NO OTHER SITE WAS POSSIBLE.
 RL1623'
 RL1623'TO REACH AZIMUTH MARK FROM STATION, GO SOUTH 1/8 MILE TO THE
 RL1623'ROAD, TURN LEFT (EAST) AND GO 0.3 MILE TO THE MARK ON THE RIGHT
 RL1623'(WEST) SIDE OF THE ROAD, JUST BEYOND THE POINT WHERE THE ROAD
 RL1623'TURNS SOUTH.
 RL1623'
 RL1623'A 123-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT NORWICH AND
 RL1623'A 100-FOOT TOWER AT PAULDING.
 RL1623'
 RL1623'A 103-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT BASS.
 RL1623'
 RL1623'A 37-FOOT TOWER IS NEEDED TO SEE A 77-FOOT TOWER AT OX, A
 RL1623'4-FOOT STAND AT WOLFE, AND THE GROUND AT THE AZIMUTH MARK.
 RL1623'
 RL1623'HEIGHT OF LIGHT ABOVE STATION MARK - 41 METERS.
 RL1623
 RL1623                          STATION RECOVERY (1952)
 RL1623
 RL1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1623'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 RL1623'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 RL1623'
 RL1623'THE STATION IS LOCATED ABOUT 5 MILES NORTH-NORTHEAST OF MARENISCO
 RL1623'AND 1.5 MILES SOUTH OF THE COPPS LOOKOUT TOWER, ON THE SOUTH
 RL1623'SLOPE OF A WOODED RIDGE.  THERE IS HIGHER GROUND TO THE WEST,
 RL1623'NORTH AND EAST.
 RL1623'
 RL1623'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RL1623'STATE HIGHWAY 64 IN MARENISCO, GO EAST ON U.S. HIGHWAY 2 FOR
 RL1623'0.15 MILE TO A CROSSROADS.  TURN LEFT, GO NORTH ON A GRAVEL
 RL1623'ROAD 3.6 MILES TO A ROAD RIGHT.  TURN RIGHT, GO EASTERLY 1.5
 RL1623'MILES TO A DIM ROAD LEFT AND END OF TRUCK TRAVEL.  FROM HERE WALK
 RL1623'NORTHERLY ABOUT 0.1 MILE TO END OF ROAD AND STATION.  TO REACH
 RL1623'THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL CONTINUE EASTERLY
 RL1623'0.3 MILE TO THE MARK ON THE RIGHT.
 RL1623'
 RL1623'THE STATION MARK IS STAMPED COPPS 1939.  IT IS A STANDARD DISK
 RL1623'SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS 4 FEET
 RL1623'EAST OF A WHITE WITNESS POST.
 RL1623'
 RL1623'REFERENCE MARK 1 IS STAMPED COPPS NO 1 1939.  IT IS A STANDARD
 RL1623'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS
 RL1623'ABOUT 3 FEET LOWER THAN THE STATION MARK.
 RL1623'
 RL1623'REFERENCE MARK 2 IS STAMPED COPPS NO 2 1939.  IT IS A STANDARD
 RL1623'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 10 INCHES.
 RL1623'
 RL1623'THE AZIMUTH MARK IS STAMPED COPPS 1939.  IT IS A STANDARD DISK
 RL1623'SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 43
 RL1623'FEET WEST OF THE CENTERLINE OF A DIRT ROAD AND 2 FEET NORTH OF A
 RL1623'WHITE WITNESS POST.
 RL1623
 RL1623                          STATION RECOVERY (1994)
 RL1623
 RL1623'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RL1623'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE
 RL1623'HIGHWAY M64 SOUTH INTO MARENISCO, PROCEED EAST ALONG HIGHWAY 2 FOR 0.1
 RL1623'MI (0.2 KM) TO A CROSSROAD.  TURN LEFT NORTH ONTO THE ROAD KNOW
 RL1623'LOCALLY AS THE MINE ROAD AND PROCEED NORTHERLY 3.6 MI (5.8 KM) TO A
 RL1623'(Y) (FIRE ROAD 8800), ANGLE RIGHT ONTO FIRE ROAD 8800 AND PROCEED
 RL1623'NORTHEASTERLY 1.4 MI (2.3 KM) TO THE LOCATION OF THE SECTION CORNER
 RL1623'22, 23, 26, AND 27 LAYING SOUTH OF THE CENTERLINE 45.O FT.  FROM A
 RL1623'POINT ON THE COMPASS NORTH 880 FEET (268.2 M) TO THE STATION ON THE
 RL1623'SMALL RISE TO THE RIGHT OF THE SECTION LINE.  FIRE ROAD 8800 HAS BEEN
 RL1623'RE-BUILT, UNABLE TO FIND AZIMUTH MARK FROM THE DESCRIPTION GIVEN.
 RL1623
 RL1623                          STATION RECOVERY (1994)
 RL1623
 RL1623'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1623'TO REACH STATION FROM THE INTERSECTION OF US 2 AND M-64 SOUTH INTO
 RL1623'MARENISCO MICH., PROCEED EAST ALONG US 2, 0.1 MILES (0.2 KM) TO
 RL1623'ACROSSROAD.  TURN LEFT (NORTH) ONTO THE ROAD KNOW LOCALLY AS THE MINE
 RL1623'ROAD AND PROCEED NORTHERLY 3.6 MILES (5.8 KM) TO A Y.  (FR 8800) .
 RL1623'ANGLE RIGHT ONTO FR 8800 AND PROCEED NORTHEASTERLY 1.4 MILES (2.3 KM)
 RL1623'TO THE LOCATION OF THE SEC.  COR.  22, 23, 26 AND 27 LYING SOUTH OF
 RL1623'THE CENTERLINE 45 FT.FROM A POINT ON THE CENTER LINE COMPASS NORTH 880
 RL1623'FT.TO THE STATION ON A SMALL RISE TO THE RIGHT OF THE SECTION LINE.
 RL1623'FR 8800 HAS BEEN RE-BUILT, UNABLE TO FIND AZIMUTH MARK FROM THE DESC.
 RL1623'GIVEN.  FROM STATION A STEEL RAIL BEARS S.14 W.  2.3 FT.FROM STATION A
 RL1623'STEEL RAIL BEARS N.64 W.  2.85 FT.FROM R.M.1 A STEEL RAIL BEARS EAST
 RL1623'1.95 FT.FROM R.M.2 A STEEL RAIL BEARS N.35 E. 1.95 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1622 ***********************************************************************
 RL1622  DESIGNATION -  COPPS LOOKOUT TOWER
 RL1622  PID         -  RL1622
 RL1622  STATE/COUNTY-  MI/GOGEBIC
 RL1622  USGS QUAD   -  MARENISCO (1975)
 RL1622
 RL1622                         *CURRENT SURVEY CONTROL
 RL1622  ___________________________________________________________________
 RL1622* NAD 83(1994)-  46 28 18.00132(N)    089 38 59.50330(W)     ADJUSTED  
 RL1622* NAVD 88     -                                                        
 RL1622  ___________________________________________________________________
 RL1622  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 RL1622  GEOID HEIGHT-         -30.98  (meters)                     GEOID03
 RL1622
 RL1622  HORZ ORDER  -  THIRD
 RL1622
 RL1622.The horizontal coordinates were established by classical geodetic methods
 RL1622.and adjusted by the National Geodetic Survey in February 1997..
 RL1622
 RL1622
 RL1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1622
 RL1622.The geoid height was determined by GEOID03.
 RL1622
 RL1622;                    North         East     Units Scale Factor Converg.
 RL1622;SPC MI N     -   191,049.912 7,796,540.683   MT  0.99990811   -1 54 55.1
 RL1622;SPC MI N     -   626,804.17 25,579,201.72   iFT  0.99990811   -1 54 55.1
 RL1622;UTM  16      - 5,149,867.015   296,569.130   MT  1.00010872   -1 55 18.8
 RL1622
 RL1622                          SUPERSEDED SURVEY CONTROL
 RL1622
 RL1622  NAD 83(1994)-  46 28 17.99797(N)    089 38 59.50011(W) AD(       ) 4
 RL1622  NAD 83(1986)-  46 28 17.99731(N)    089 38 59.49792(W) AD(       ) 4
 RL1622  NAD 27      -  46 28 18.19000(N)    089 38 58.92700(W) AD(       ) 3
 RL1622
 RL1622.Superseded values are not recommended for survey control.
 RL1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1622.See file dsdata.txt to determine how the superseded data were derived.
 RL1622
 RL1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9656949867(NAD 83)
 RL1622_MARKER: 57 = LOOKOUT TOWER
 RL1622
 RL1622  HISTORY     - Date     Condition        Report By
 RL1622  HISTORY     - 1952     FIRST OBSERVED   CGS
 RL1622
 RL1622                          STATION DESCRIPTION
 RL1622
 RL1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1622'THE STATION IS LOCATED ABOUT 13 MILES EAST OF WAKEFIELD, 9-1/2
 RL1622'MILES SOUTHWEST OF BERGLAND AND ABOUT 3.5 MILES WEST OF LAKE
 RL1622'GOGEBIC.
 RL1622'
 RL1622'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RL1622'STATE HIGHWAY 64 WHICH IS 0.6 MILE NORTH OF THE RAILROAD DEPOT
 RL1622'IN MARENISCO, GO EAST ON U.S. HIGHWAY 2 FOR 0.2 MILE TO A
 RL1622'CROSSROAD, TURN LEFT AND GO NORTH FOR 3.7 MILES TO A SIDE
 RL1622'ROAD RIGHT AND A SIGN READING COPPS L.O.T. 4 MILES, TURN RIGHT
 RL1622'AND GO NORTHEAST ON THE DIRT ROAD FOR 2.5 MILES TO A SIDE
 RL1622'ROAD LEFT, TURN LEFT AND GO NORTH-NORTHWEST FOR 2.5 MILES TO
 RL1622'THE END OF THE ROAD AND THE COPPS LOOKOUT TOWER.
 RL1622'
 RL1622'THE STATION IS THE CENTER OF THE COPPS LOOKOUT TOWER WHICH IS A
 RL1622'FOUR LEGGED WOODEN STRUCTURE ABOUT 115 FEET HIGH WITH AN
 RL1622'ENCLOSED CAB ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0608 ***********************************************************************
 NE0608  DESIGNATION -  CORNER
 NE0608  PID         -  NE0608
 NE0608  STATE/COUNTY-  MI/WAYNE
 NE0608  USGS QUAD   -  DETROIT (1980)
 NE0608
 NE0608                         *CURRENT SURVEY CONTROL
 NE0608  ___________________________________________________________________
 NE0608* NAD 83(1986)-  42 17 59.     (N)    083 05 39.     (W)     SCALED    
 NE0608* NAVD 88     -       176.815  (meters)     580.10   (feet)  POSTED    
 NE0608  ___________________________________________________________________
 NE0608  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0608  DYNAMIC HT  -         176.760 (meters)     579.92  (feet)  COMP
 NE0608  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NE0608
 NE0608  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NE0608
 NE0608.The horizontal coordinates were scaled from a topographic map and have
 NE0608.an estimated accuracy of +/- 6 seconds.
 NE0608
 NE0608.The orthometric height was determined by differential leveling
 NE0608.and adjusted by the National Geodetic Survey in 1992..
 NE0608.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NE0608.rate greater than 8.0 mm/km.
 NE0608
 NE0608.The geoid height was determined by GEOID03.
 NE0608
 NE0608.The dynamic height is computed by dividing the NAVD 88
 NE0608.geopotential number by the normal gravity value computed on the
 NE0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0608.degrees latitude (g = 980.6199 gals.).
 NE0608
 NE0608.The modeled gravity was interpolated from observed gravity values.
 NE0608
 NE0608;                    North         East    Units  Estimated Accuracy
 NE0608;SPC MI S     -    89,630.    4,104,920.      MT  (+/- 180 meters Scaled)
 NE0608
 NE0608                          SUPERSEDED SURVEY CONTROL
 NE0608
 NE0608  NGVD 29 (??/??/92)  177.001  (m)          580.71   (f) ADJ UNCH    1 2
 NE0608
 NE0608.Superseded values are not recommended for survey control.
 NE0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0608.See file dsdata.txt to determine how the superseded data were derived.
 NE0608
 NE0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273851(NAD 83)
 NE0608_MARKER: Z = SEE DESCRIPTION
 NE0608_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0608_SP_SET: CONCRETE FOUNDATION
 NE0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0608
 NE0608  HISTORY     - Date     Condition        Report By
 NE0608  HISTORY     - UNK      MONUMENTED       USLS
 NE0608  HISTORY     - 1954     GOOD             NGS
 NE0608
 NE0608                          STATION DESCRIPTION
 NE0608
 NE0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0608'AT DETROIT.
 NE0608'AT DETROIT, IN EAST PART OF FORT WAYNE MILITARY RESERVATION, AT
 NE0608'PART OF RESERVATION OCCUPIED BY THE U.S. ENGINEERS, A FLAT SURFACE
 NE0608'CUT IN THE TOP OF THE SOUTH CORNER OF CONCRETE FOUNDATION OF A
 NE0608'1-STORY RED BRICK MACHINE SHOP BUILDING AND 0.6 FOOT ABOVE LEVEL
 NE0608'OF SIDE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1868 ***********************************************************************
 MD1868  DESIGNATION -  CORNER
 MD1868  PID         -  MD1868
 MD1868  STATE/COUNTY-  MI/BRANCH
 MD1868  USGS QUAD   -  CAMDEN (1992)
 MD1868
 MD1868                         *CURRENT SURVEY CONTROL
 MD1868  ___________________________________________________________________
 MD1868* NAD 83(1994)-  41 45 36.60262(N)    084 48 21.36892(W)     ADJUSTED  
 MD1868* NAVD 88     -       321.     (meters)    1053.     (feet)  SCALED    
 MD1868  ___________________________________________________________________
 MD1868  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 MD1868  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 MD1868
 MD1868  HORZ ORDER  -  THIRD
 MD1868
 MD1868.The horizontal coordinates were established by classical geodetic methods
 MD1868.and adjusted by the National Geodetic Survey in February 1997..
 MD1868
 MD1868.The orthometric height was scaled from a topographic map.
 MD1868
 MD1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1868
 MD1868.The geoid height was determined by GEOID03.
 MD1868
 MD1868;                    North         East     Units Scale Factor Converg.
 MD1868;SPC MI S     -    28,995.278 3,963,466.474   MT  1.00009774   -0 17 56.2
 MD1868;SPC MI S     -    95,128.86 13,003,498.93   iFT  1.00009774   -0 17 56.2
 MD1868;UTM  16      - 4,625,474.933   682,392.999   MT  1.00000939   +1 27 42.0
 MD1868
 MD1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1868!SPC MI S     -   0.99995495  x   1.00009774  =   1.00005269
 MD1868!UTM  16      -   0.99995495  x   1.00000939  =   0.99996434
 MD1868
 MD1868:                Primary Azimuth Mark                     Grid Az
 MD1868:SPC MI S     -  CORNER AZ MK                             087 55 12.7
 MD1868:UTM  16      -  CORNER AZ MK                             086 09 34.5
 MD1868
 MD1868|---------------------------------------------------------------------|
 MD1868| PID    Reference Object                     Distance      Geod. Az  |
 MD1868|                                                           dddmmss.s |
 MD1868| CE5909 CORNER AZ MK                                       0873716.5 |
 MD1868| CE5910 CORNER RM 1                          29.468 METERS 10248     |
 MD1868| CE5911 CORNER RM 2                          31.391 METERS 27247     |
 MD1868|---------------------------------------------------------------------|
 MD1868
 MD1868                          SUPERSEDED SURVEY CONTROL
 MD1868
 MD1868  NAD 83(1986)-  41 45 36.60480(N)    084 48 21.38139(W) AD(       ) 3
 MD1868  NAD 27      -  41 45 36.42810(N)    084 48 21.53500(W) AD(       ) 3
 MD1868
 MD1868.Superseded values are not recommended for survey control.
 MD1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1868.See file dsdata.txt to determine how the superseded data were derived.
 MD1868
 MD1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8239325475(NAD 83)
 MD1868_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1868
 MD1868  HISTORY     - Date     Condition        Report By
 MD1868  HISTORY     - 1946     MONUMENTED       CGS
 MD1868  HISTORY     - 1960     SEE DESCRIPTION  CGS
 MD1868
 MD1868                          STATION DESCRIPTION
 MD1868
 MD1868'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (RCB)
 MD1868'THE STATION IS LOCATED AT THE NORTHEAST CORNER OF INDIANA ABOUT 6-1/2
 MD1868'MILES EAST-NORTHEAST
 MD1868'FROM FREMONT, INDIANA.  IT IS 6 FEET NORTHEAST OF A WHITE WITNESS
 MD1868'POST AND 6 FEET NORTH OF A FENCE
 MD1868'CORNER.  A TRAVERSE CONNECTION WAS MADE TO USGS PT 27 AND THE
 MD1868'DISTANCE WAS FOUND TO BE 1.012 METERS.  THE
 MD1868'MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 MD1868'STAMPED CORNER 1946.
 MD1868'
 MD1868'REFERENCE MARK NO. 1 IS 96.68 FEET EAST OF THE STATION.  THE MARK IS
 MD1868'FLUSH WITH THE GROUND AND THE
 MD1868'DISK IS STAMPED CORNER NO 1 1946.
 MD1868'
 MD1868'REFERENCE MARK NO. 2 IS 102.99 FEET WEST OF THE STATION, 15 FEET
 MD1868'NORTH OF A FENCE CORNER AND 1 FOOT
 MD1868'EAST OF A NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 10 INCHES
 MD1868'AND THE DISK IS STAMPED CORNER
 MD1868'NO 2 1946.
 MD1868'
 MD1868'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE EAST OF THE STATION, 27
 MD1868'FEET WEST OF THE CENTERLINE OF A
 MD1868'PAVED ROAD, 4 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A
 MD1868'NORTH SOUTH FENCE LINE.
 MD1868'
 MD1868'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED CORNER 1946.
 MD1868'
 MD1868'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 827 AND 120
 MD1868'IN FREMONT, GO EAST ON STATE
 MD1868'HIGHWAY NO. 120 FOR 0.25 MILE TO A FORK.  TAKE LEFT FORK AND GO
 MD1868'NORTHEAST FOR 6.55 MILES TO A T-ROAD.
 MD1868'TURN LEFT AND GO NORTH WITH THE PAVING FOR 0.8 MILE
 MD1868'TO THE MICHIGAN-INDIANA STATE LINE.  CONTINUE
 MD1868'STRAIGHT AHEAD FOR 0.25 MILE TO A PAVED
 MD1868'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.7 MILES TO THE
 MD1868'AZIMUTH MARK ON THE LEFT AS
 MD1868'DESCRIBED.  CONTINUE NORTH AND WEST ON A PAVED ROAD FOR 0.4 MILE TO
 MD1868'WHERE ROAD TURNS FROM WEST TO
 MD1868'NORTH.  HERE TURN LEFT THROUGH FARM YARD, PASSING TO THE LEFT OF THE
 MD1868'BARN.  GO SOUTH TO THE END OF THE
 MD1868'LANE, TURN RIGHT, GO WEST AROUND THE END OF A FIELD TO
 MD1868'THE CORNER OF A BRUSHY AREA.  GO SOUTH ALONG THE
 MD1868'BRUSH FOR 66 PACES TO A TRAIL RIGHT.
 MD1868'TURN RIGHT ALONG THIS TRAIL FOR 54 PACES TO THE STATE CORNER AND
 MD1868'THE STATION.
 MD1868'
 MD1868'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1868
 MD1868                          STATION RECOVERY (1960)
 MD1868
 MD1868'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 MD1868'RECOVERED ALL MARKS IN GOOD CONDITION, EXCEPT PT 27 (U.S.G.S.)
 MD1868'EVIDENTLY HAS BEEN LEANED 0.04
 MD1868'OR 0.05 FOOT SOUTHERLY.
 MD1868'
 MD1868'FROM THE CROSSROADS AT ST. PAUL CATHOLIC CHURCH IN THE COMMUNITY OF
 MD1868'CLEAR LAKE, INDIANA, (ABOUT 0.5 MILE
 MD1868'E OF NE CORNER OF THE BIG LAKE ITSELF), ON PAVED ROADS GO E 0.6
 MD1868'MILE THENCE N 0.4 MILE THENCE E
 MD1868'0.75 MILE OR 0.25 MILE INTO MICHIGAN, THENCE N 1.0 MILES
 MD1868'THENCE W 0.1 MILE THENCE THRU BARNYARD ON FIELD
 MD1868'TRACK ROADS SSW 0.5 MILE TO EDGE OF WOODS,
 MD1868'STATION ON RIGHT, ABOUT 36 YARDS W OF E EDGE OF WOODS, ABOUT 92
 MD1868'YARDS N OF E-W FENCE THAT CROSSES OPEN
 MD1868'FIELD, 7 FEET NNE AND OUTSIDE OF A FENCE L-CORNER, 2 FEET E OF
 MD1868'PROJECTED LINE OF FENCE FROM THE S,
 MD1868'STANDARD DISKS STAMPD CORNER 1946 ARE SET IN NOTES 1A AND 7A MARKS
 MD1868'WITH THE TOP MARK PROJECTION 0.8 FOOT
 MD1868'ABOVE GROUND.  IT IS AT NE CORNER OF INDIANA.
 MD1868'
 MD1868'REFERENCE STAMPED CORNER NO 1 1946, NOTE 11A, PROJECTS 0.5 FOOT THO
 MD1868'ONLY FLUSH WITH THE GENERAL
 MD1868'GROUND LEVEL, IS 96.68 FEET (29.468 METERS) E IN AZIMUTH 282 DEG 48
 MD1868'MIN FROM THE STATION, 3 YARDS W OF E EDGE
 MD1868'OF WOODS, AND 5 FEET N OF A BUSHEL MOUND OF EARTH.
 MD1868'
 MD1868'REFERENCE STAMPED CORNER NO 2 1946, NOTE 11A, PROJECTS 0.7 FOOT, IS
 MD1868'102.99 FEET OR (31.391 FEET) E
 MD1868'IN AZIMUTH 92 DEG 47 MIN FROM THE STATION, 11 FEET N OF FENCE
 MD1868'T-CORNER, AND ONE FOOT E OF A FENCE.
 MD1868'
 MD1868'AZIMUTH STAMPED CORNER 1946, NOTE 16A, PROJECTS 0.6 FOOT, IS ABOUT
 MD1868'0.25 MILE E IN AZIMUTH 267 DEG
 MD1868'37 MIN 14.9 SEC FROM THE STATION, 231 FEET N OF A FENCE CORNER, JUST
 MD1868'N OF A REVERSE CURVE IN PAVED ROAD, 26 FEET W OF
 MD1868'CENTER LINE OF THE ROAD, 1.2 FEET LOWER THAN SAME, AND A
 MD1868'FOOT W OF A FENCE.
 MD1868'
 MD1868'TRAVERSE STATION STAMPED PRIM TRAV STA NO 27 1911 MICH, A STANDARD
 MD1868'BRONZE-CAPPED PIPE MONUMENT
 MD1868'OF THE U.S. GEOLOGICAL SURVEY, PROJECTS 1.1 FEET, IS 1.024 METERS OR
 MD1868'3.36 FEET S IN AZIMUTH 11 DEG FROM
 MD1868'THE STATION.  IT WAS NOTED AT THE STATION THAT THIS DISTANCE IS
 MD1868'0.012 METER OR 0.04 FOOT GREATER THAN THAT
 MD1868'MEASURED IN 1946.  IT WAS ALSO NOTICED THAT THE
 MD1868'MARK LEANS (TESTED WITH A PLUMB BOB) SLIGHTLY SOUTHERLY, THEREFORE
 MD1868'IT IS BELIEVED TO HAVE BEEN SLIGHTLY
 MD1868'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1200 ***********************************************************************
 RJ1200  DESIGNATION -  CORSON
 RJ1200  PID         -  RJ1200
 RJ1200  STATE/COUNTY-  MI/LUCE
 RJ1200  USGS QUAD   -  AUGER LAKE (1973)
 RJ1200
 RJ1200                         *CURRENT SURVEY CONTROL
 RJ1200  ___________________________________________________________________
 RJ1200* NAD 83(1994)-  46 26 52.60696(N)    085 35 31.63266(W)     ADJUSTED  
 RJ1200* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 RJ1200  ___________________________________________________________________
 RJ1200  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 RJ1200  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 RJ1200
 RJ1200  HORZ ORDER  -  FIRST
 RJ1200
 RJ1200.The horizontal coordinates were established by classical geodetic methods
 RJ1200.and adjusted by the National Geodetic Survey in February 1997..
 RJ1200
 RJ1200.The orthometric height was scaled from a topographic map.
 RJ1200
 RJ1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1200
 RJ1200.The geoid height was determined by GEOID03.
 RJ1200
 RJ1200;                    North         East     Units Scale Factor Converg.
 RJ1200;SPC MI N     -   185,972.918 8,108,159.834   MT  0.99990685   +1 01 03.4
 RJ1200;SPC MI N     -   610,147.37 26,601,574.26   iFT  0.99990685   +1 01 03.4
 RJ1200;UTM  16      - 5,144,782.300   608,131.792   MT  0.99974372   +1 01 13.6
 RJ1200
 RJ1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1200!SPC MI N     -   0.99996247  x   0.99990685  =   0.99986932
 RJ1200!UTM  16      -   0.99996247  x   0.99974372  =   0.99970619
 RJ1200
 RJ1200:                Primary Azimuth Mark                     Grid Az
 RJ1200:SPC MI N     -  FORDNEY                                  063 04 45.6
 RJ1200:UTM  16      -  FORDNEY                                  063 04 35.4
 RJ1200
 RJ1200|---------------------------------------------------------------------|
 RJ1200| PID    Reference Object                     Distance      Geod. Az  |
 RJ1200|                                                           dddmmss.s |
 RJ1200| RJ1165 FORDNEY                             APPROX.17.3 KM 0640549.0 |
 RJ1200| RJ1203 NEWBERRY MUNICIPAL TANK             APPROX.12.5 KM 1480033.0 |
 RJ1200| RJ1205 NEWBERRY STATE HOSPITAL STACK       APPROX.15.0 KM 1520943.5 |
 RJ1200| RJ1204 NEWBERRY STATE HOSPITAL TANK        APPROX.15.0 KM 1523245.0 |
 RJ1200| RJ1201 NEWBERRY PENTLAND TOWNSHIP TK       APPROX.14.9 KM 1545416.1 |
 RJ1200| RJ1206 NEWBERRY RADIO KAX 330 MAST         APPROX.14.2 KM 1545753.6 |
 RJ1200| RJ1208 NEWBERRY RAD KQA 298 KQA 710        APPROX.14.0 KM 1560121.7 |
 RJ1200| RJ1207 NEWBERRY LOOKOUT TOWER              APPROX.14.1 KM 1560606.9 |
 RJ1200| CH1012 CORSON RM 1                          42.590 METERS 18057     |
 RJ1200| CH1013 CORSON RM 2                          10.365 METERS 25518     |
 RJ1200|---------------------------------------------------------------------|
 RJ1200
 RJ1200                          SUPERSEDED SURVEY CONTROL
 RJ1200
 RJ1200  NAD 83(1986)-  46 26 52.60090(N)    085 35 31.62985(W) AD(       ) 1
 RJ1200  NAD 27      -  46 26 52.61265(N)    085 35 31.17475(W) AD(       ) 1
 RJ1200
 RJ1200.Superseded values are not recommended for survey control.
 RJ1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1200.See file dsdata.txt to determine how the superseded data were derived.
 RJ1200
 RJ1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0813244782(NAD 83)
 RJ1200_MARKER: Z = SEE DESCRIPTION
 RJ1200_SETTING: 0 = UNSPECIFIED SETTING
 RJ1200
 RJ1200  HISTORY     - Date     Condition        Report By
 RJ1200  HISTORY     - 1921     MONUMENTED       USLS
 RJ1200  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1200  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RJ1200  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1200  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1200
 RJ1200                          STATION DESCRIPTION
 RJ1200
 RJ1200'DESCRIBED BY US LAKE SURVEY 1921
 RJ1200'STATION IS NORTH-NORTHWEST OF NEWBERRY, IN SW 1/4 SW 1/4 SEC. 20, T.
 RJ1200'47 N., R. 10 W., AND ON KNOLL NORTH OF
 RJ1200'BUILDINGS ON SHEEP RANCH.  MARKED BY DOUBLE CONCRETE MONUMENT
 RJ1200'MARKED U.S.L.S. 1920.  UPPER MARK
 RJ1200'PROJECTS 2 INCHES ABOVE GROUND.  FOLLOWING
 RJ1200'AZIMUTHS ARE FROM STATION- WEST PEAK OF HORSE BARN,
 RJ1200'331 DEG 25 MIN, EAST END OF
 RJ1200'OLD STORE CELLAR, 3 DEG 05 MIN, WEST PEAK OF BLACKSMITH SHOP, 6 DEG
 RJ1200'51 MIN, AND PUMP, ACROSS NORTH-AND-SOUTH
 RJ1200'ROAD, 64 DEG 19 MIN.
 RJ1200
 RJ1200                          STATION RECOVERY (1949)
 RJ1200
 RJ1200'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1200'STATION LOCATED 9 MI. NW OF NEWBERRY, WAS FOUND DISTURBED AND WAS
 RJ1200'RESET OVER THE
 RJ1200'SUBSURFACE MARK.  MARKED BY A 5/16-IN. IRON BOLT, IN A
 RJ1200'12-IN. CONCRETE MONUMENT 18
 RJ1200'IN. LONG AND MARKED USLS 1920.
 RJ1200'
 RJ1200'THE REFERENCE MARKS ARE 6-IN. CONCRETE POSTS 48 IN. LONG
 RJ1200'WITH BRONZE DISKS
 RJ1200'IN TOP.
 RJ1200'
 RJ1200'REFERENCE MARK 1 IS AT THE W END OF THE FENCE AT THE TREE
 RJ1200'LINE, BEARS S 3
 RJ1200'DEG 22 MIN W, 139.73 FT. FROM THE STATION.
 RJ1200'
 RJ1200'REFERENCE MARK 2 IS AT THE NE CORNER OF THE CLUMP OF TREES,
 RJ1200'BEARS S 77 DEG 43
 RJ1200'MIN W 34.01 FT. FROM THE STATION.
 RJ1200'
 RJ1200'TO REACH THE STATION FROM NEWBERRY, GO N FOR 4 MI. TO FOUR
 RJ1200'MILE CORNER, GO W
 RJ1200'FOR 4 MI. TO EIGHT MILE CORNER, TURN N FOR 2.0
 RJ1200'MI. TO A ROAD RIGHT INTO A CLAY PIT.
 RJ1200'WALK 500 FT. E THROUGH THE
 RJ1200'CLAY PIT TO THE RUINS OF OLD CAMP FOUNDATIONS IN A
 RJ1200'CLEARING, THEN
 RJ1200'270 FT. N TO THE STATION.
 RJ1200
 RJ1200                          STATION RECOVERY (1961)
 RJ1200
 RJ1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 RJ1200'THIS STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED, AND ALL
 RJ1200'WERE FOUND TO BE
 RJ1200'IN GOOD CONDITION.
 RJ1200
 RJ1200                          STATION RECOVERY (1965)
 RJ1200
 RJ1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1200'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RJ1200'CONDITION.  THE
 RJ1200'DISTANCES TO THE REFERENCE MARKS CHECKED.  NO PREVIOUS DIRECTIONS
 RJ1200'TO THE REFERENCE MARKS
 RJ1200'WERE AVAILABLE, THEREFORE THEY COULD NOT BE
 RJ1200'CHECKED.
 RJ1200'
 RJ1200'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS-
 RJ1200'
 RJ1200'STATION IS ABOUT 8 MILES NORTHWEST OF NEWBERRY, 9-1/4 MILES NORTHEAST
 RJ1200'OF MCMILLAN AND ON
 RJ1200'THE PROPERTY OF MR. RICHARD NEWMAN.
 RJ1200'
 RJ1200'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST WEST OF THE
 RJ1200'DEPOT IN NEWBERRY,
 RJ1200'GO NORTH ON STATE HIGHWAY 123 FOR 4.3 MILES TO A
 RJ1200'SIDE ROAD LEFT (LUCE COUNTY ROAD
 RJ1200'407).  TURN LEFT AND GO WEST ON COUNTY
 RJ1200'ROAD 407 FOR 5.45 MILES TO A FORK.  TAKE THE RIGHT
 RJ1200'FORK AND GO NORTHERLY
 RJ1200'ON A GRAVELED ROAD FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 RJ1200'NORTHWEST ON A GRAVELED
 RJ1200'ROAD FOR 0.05 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT
 RJ1200'AND GO EAST-NORTHEAST ON THE
 RJ1200'TRACK ROAD FOR 0.1 MILE TO THE END OF THE
 RJ1200'ROAD.  GO NORTH ACROSS A CLEARED AREA AND ALONG
 RJ1200'THE EAST EDGE OF A WOODS
 RJ1200'FOR 0.05 MILE TO THE STATION AT THE NORTHWEST EDGE OF THE CLEARED
 RJ1200'AREA.
 RJ1200'
 RJ1200'THE STATION MARK IS A 5/16 INCH IRON BOLT SET IN THE TOP OF A
 RJ1200'ROUND CONCRETE
 RJ1200'MONUMENT 12 INCHES IN DIAMETER WHICH PROJECTS 2 INCHES.
 RJ1200'THE CONCRETE MONUMENT HAS USLS
 RJ1200'1920 INSCRIBED ON ITS TOP.  IT IS 4 FEET
 RJ1200'SOUTH OF A METAL WITNESS POST AND 44 FEET
 RJ1200'NORTHEAST OF A 12 INCH MAPLE
 RJ1200'TREE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 RJ1200'
 RJ1200'REFERENCE MARK NO. 1, AN ARMY CORPS OF ENGINEERS DISK STAMPED
 RJ1200'CORSON NO 1 1921
 RJ1200'139.73 FEET, IS SET IN THE TOP OF ROUND CONCRETE MONUMENT
 RJ1200'6 INCHES IN DIAMETER WHICH PROJECTS
 RJ1200'1 INCH.  IT IS 1.5 FEET EAST OF
 RJ1200'A METAL WITNESS POST AND 18 FEET EAST-SOUTHEAST OF A
 RJ1200'12 INCH MAPLE TREE.
 RJ1200'
 RJ1200'REFERENCE MARK NO. 2, AN ARMY CORPS OF ENGINEERS DISK STAMPED
 RJ1200'CORSON NO 2 1921
 RJ1200'34.01 FEET, IS SET IN THE TOP OF A ROUND CONCRETE
 RJ1200'MONUMENT 6 INCHES IN DIAMETER WHICH
 RJ1200'PROJECTS 5 INCHES.  IT IS 9 FEET
 RJ1200'NORTH OF A 6 INCH MAPLE TREE, 22 FEET NORTH OF A 12
 RJ1200'INCH MAPLE TREE AND
 RJ1200'34 FEET EAST OF THE METAL WITNESS POST.
 RJ1200'
 RJ1200'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1200'
 RJ1200'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RJ1200
 RJ1200                          STATION RECOVERY (1973)
 RJ1200
 RJ1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1200'STATION FOUND AS DESCRIBED AND IN GOOD CONDITION.
 RJ1200'
 RJ1200'ANGLES AND DISTANCES MEASURED O.K.
 RJ1200'
 RJ1200'ORIGINAL DESCRIPTION ADEQUATE.
 RJ1200'
 RJ1200'ALL SURFACE MARKS FOUND O.K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1242 ***********************************************************************
 NF1242  DESIGNATION -  CORUNNA
 NF1242  PID         -  NF1242
 NF1242  STATE/COUNTY-  MI/SHIAWASSEE
 NF1242  USGS QUAD   -  CORUNNA (1972)
 NF1242
 NF1242                         *CURRENT SURVEY CONTROL
 NF1242  ___________________________________________________________________
 NF1242* NAD 83(1994)-  42 57 20.96917(N)    084 05 22.15752(W)     ADJUSTED  
 NF1242* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 NF1242  ___________________________________________________________________
 NF1242  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NF1242  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF1242
 NF1242  HORZ ORDER  -  FIRST
 NF1242
 NF1242.The horizontal coordinates were established by classical geodetic methods
 NF1242.and adjusted by the National Geodetic Survey in February 1997..
 NF1242
 NF1242.The orthometric height was scaled from a topographic map.
 NF1242
 NF1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1242
 NF1242.The geoid height was determined by GEOID03.
 NF1242
 NF1242;                    North         East     Units Scale Factor Converg.
 NF1242;SPC MI S     -   161,746.708 4,022,615.455   MT  0.99990764   +0 11 19.1
 NF1242;SPC MI S     -   530,665.05 13,197,557.27   iFT  0.99990764   +0 11 19.1
 NF1242;UTM  16      - 4,760,020.079   737,408.336   MT  1.00029344   +1 59 03.3
 NF1242
 NF1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1242!SPC MI S     -   0.99996494  x   0.99990764  =   0.99987258
 NF1242!UTM  16      -   0.99996494  x   1.00029344  =   1.00025837
 NF1242
 NF1242:                Primary Azimuth Mark                     Grid Az
 NF1242:SPC MI S     -  FLUSHING MUNICIPAL TANK                  059 13 40.4
 NF1242:UTM  16      -  FLUSHING MUNICIPAL TANK                  057 25 56.2
 NF1242
 NF1242|---------------------------------------------------------------------|
 NF1242| PID    Reference Object                     Distance      Geod. Az  |
 NF1242|                                                           dddmmss.s |
 NF1242| OJ1038 FLUSHING MUNICIPAL TANK             APPROX.24.3 KM 0592459.5 |
 NF1242| CH0917 CORUNNA AZ MK                                      0720414.3 |
 NF1242| NE1542 DURAND WATER TANK                   APPROX. 9.8 KM 1200152.0 |
 NF1242| NE1541 DURAND GRAND TRUNK RR STACK         APPROX. 8.9 KM 1211515.2 |
 NF1242| NF1240 BANCROFT WATER TANK                 APPROX. 9.2 KM 1664938.7 |
 NF1242| CH0918 CORUNNA RM 1                         89.395 METERS 17413     |
 NF1242| CH0919 CORUNNA RM 2                        178.719 METERS 23827     |
 NF1242| NF1268 OWOSSO WEATHERPROOF BODY TANK       APPROX. 7.9 KM 3003644.9 |
 NF1242| NF1273 OWOSSO AMER MALLEABLE CO TANK       APPROX. 8.0 KM 3012929.8 |
 NF1242| OK0524 OWOSSO MICHIGAN SUGAR CO STK        APPROX. 9.7 KM 3015156.0 |
 NF1242| NF1243 CORUNNA WEATHERPROOF BODY TANK      APPROX. 3.1 KM 3144130.5 |
 NF1242|---------------------------------------------------------------------|
 NF1242
 NF1242                          SUPERSEDED SURVEY CONTROL
 NF1242
 NF1242  NAD 83(1986)-  42 57 20.96752(N)    084 05 22.17898(W) AD(       ) 1
 NF1242  NAD 27      -  42 57 20.87400(N)    084 05 22.30600(W) AD(       ) 1
 NF1242
 NF1242.Superseded values are not recommended for survey control.
 NF1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1242.See file dsdata.txt to determine how the superseded data were derived.
 NF1242
 NF1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3740860020(NAD 83)
 NF1242_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NF1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1242+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2002
 NF1242
 NF1242  HISTORY     - Date     Condition        Report By
 NF1242  HISTORY     - 1932     MONUMENTED       CGS
 NF1242  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NF1242  HISTORY     - 1980     GOOD             MIDH
 NF1242  HISTORY     - 20020725 GOOD             LOCENG
 NF1242
 NF1242                          STATION DESCRIPTION
 NF1242
 NF1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1242'ABOUT 1.75 MILES
 NF1242'S AND 1-1/2 MILES
 NF1242'E OF SHIAWASSEE COUNTY COURTHOUSE IN CORUNNA,
 NF1242'0.2 MILE W OF OAK GRAVE SCHOOL, ON
 NF1242'HIGHEST GROUND IN N-S FENCELINE
 NF1242'BETWEEN PROPERTY OF MRS. WRIGLEY ON E AND R. H.
 NF1242'HARRYMAN ON W,
 NF1242'AND ABOUT 100 YARDS N OF GRAVEL ROAD WHICH RUNS APPROXIMATELY E-W.
 NF1242'TO REACH FROM
 NF1242'COURTHOUSE IN CORUNNA, GO S 2.8 MILES ON ROUTE M 17
 NF1242'TO ROAD TO RIGHT (W), TURN RIGHT
 NF1242'ONTO THIS ROAD, AND GO 0.3 MILE
 NF1242'TO STATION SITE IN FENCELINE LEADING N.
 NF1242'
 NF1242'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 NF1242'NOTES 1A AND 7A.
 NF1242'UPPER MARK PROJECTS 5 INCHES.  REFERENCE
 NF1242'AND AZIMUTH MARKS ARE BRONZE
 NF1242'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NF1242'
 NF1242'REFERENCE MARK 1 PROJECTS 6 INCHES, IS 23 FEET N OF THE CENTER
 NF1242'LINE OF THE ROAD,
 NF1242'4 FEET N OF AN OAK TREE, ABOUT 40 FEET E OF THE
 NF1242'SW CORNER OF FIELD, AND 293.35 FEET
 NF1242'(SLOPE) FROM STATION IN AZIMUTH
 NF1242'354 DEG 13 MIN.
 NF1242'
 NF1242'REFERENCE MARK 2 PROJECTS 6 INCHES, IS 1 FOOT N OF N RIGHT-
 NF1242'OF-WAY FENCE OF
 NF1242'ROAD, 27 FEET N OF CENTER LINE OF ROAD, 2 FEET E
 NF1242'OF SW FENCE CORNER, ABOUT 40 YARDS
 NF1242'SE OF SE CORNER OF BARN, AND APPROXIMATELY
 NF1242'587 FEET FROM STATION IN AZIMUTH 58 DEG 26 MIN. 39
 NF1242'SEC.
 NF1242'
 NF1242'AZIMUTH MARK PROJECTS 4 INCHES, IS 24 FEET NE OF CENTER LINE
 NF1242'OF ROUTE M 71, IN
 NF1242'RANGE WITH ROW OF POLES, ABOUT 90 FEET N OF LARGE
 NF1242'OAK TREE, AND APPROXIMATELY 0.25
 NF1242'MILE FROM STATION IN AZIMUTH
 NF1242'252 DEG 04 MIN 10 SEC.
 NF1242
 NF1242                          STATION RECOVERY (1943)
 NF1242
 NF1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 NF1242'THE STATION WAS RECOVERED AND ALL MARKS WERE
 NF1242'FOUND IN GOOD
 NF1242'CONDITION.  A VARIATION WAS FOUND IN THE 1932 DESCRIPTION
 NF1242'AND A COMPLETE NEW DESCRIPTION
 NF1242'FOLLOWS-
 NF1242'
 NF1242'IT IS LOCATED ABOUT 1.75 MILES S AND 1.5 MILES E OF THE VILLAGE
 NF1242'OF CORUNNA, 0.3
 NF1242'MILE W OF THE OLD STATE HIGHWAY 71, ABOUT 100
 NF1242'YARDS N OF THE HIBBARD ROAD, ON
 NF1242'LAND OWNED BY MRS. LILAH JEFFERY.
 NF1242'IT IS 30.7 FEET S OF THE NE CORNER FENCEPOST OF A
 NF1242'FIELD, 2.4 FEET
 NF1242'S OF A REFERENCE POST.  STAMPED CORUNNA 1932.  NOTES 1A AND 7A.
 NF1242'
 NF1242'REFERENCE MARK 1 IS 89.395 METERS (293.29 FEET) SSE OF THE
 NF1242'STATION, 44.3 FEET
 NF1242'E OF THE SW CORNER FENCEPOST OF A CULTIVATED
 NF1242'FIELD, 31.2 FEET N OF THE CENTER LINE
 NF1242'OF THE HIBBARD ROAD.  IT IS
 NF1242'ABOUT 20 FEET LOWER IN ELEVATION THAT THE STATION MARK.
 NF1242'STAMPED
 NF1242'CORUNNA NO 1 1932.  NOTE 11A.
 NF1242'
 NF1242'REFERENCE MARK 2 IS 178.719 METERS (586.35 FEET) SW OF THE
 NF1242'STATION, 125 FEET
 NF1242'E OF A.J. GOODALL MAILBOX, 29.8 FEET N OF THE
 NF1242'CENTER LINE OF THE HIBBARD ROAD, 2.3
 NF1242'FEET NE OF THE SW CORNER
 NF1242'FENCEPOST OF A FIELD.  THE MARK IS ABOUT 20 FEET LOWER
 NF1242'IN ELEVATION
 NF1242'THAN THE STATION MARK.  STAMPED CORUNNA NO 2 1932.  NOTE 11A.
 NF1242'
 NF1242'THE AZIMUTH MARK IS 0.25 MILE SE OF THE STATION, 93 FEET N OF
 NF1242'A 3-FOOT OAK TREE,
 NF1242'32.3 FEET S OF A POLE, 27 FEET SE OF THE CENTER
 NF1242'LINE OF A GRAVELED ROAD THAT WAS
 NF1242'STATE HIGHWAY 71, 1.8 FEET N OF A
 NF1242'REFERENCE POST.  THE MARK IS FLUSH WITH THE GROUND.
 NF1242'IT IS A REFERENCE
 NF1242'DISK AND IS STAMPED CORUNNA AZIMUTH 1932.  NOTE 11B.
 NF1242'
 NF1242'TO REACH THE STATION FROM THE CORUNNA POST OFFICE, GO S ON
 NF1242'HIGHWAY 71 FOR 0.7
 NF1242'MILE TO A GRAVELED ROAD RIGHT WHICH IS JUST BEFORE
 NF1242'REACHING A RAILROAD CROSSING, HERE
 NF1242'TURN RIGHT ON GRAVELED ROAD
 NF1242'AND GO 2.0 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 NF1242'DESCRIBED.  CONTINUE
 NF1242'STRAIGHT AHEAD FOR 0.2 MILE TO THE HIBBARD ROAD RIGHT, TURN
 NF1242'RIGHT AND GO 0.3
 NF1242'MILE TO A GAP IN AN E-W FENCELINE, HERE TURN RIGHT
 NF1242'THROUGH FIELD FOR ABOUT 100 YARDS
 NF1242'TO THE STATION AS DESCRIBED.
 NF1242
 NF1242                          STATION RECOVERY (1980)
 NF1242
 NF1242'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NF1242'THE STATION MARK ALONG WITH ALL OTHER MARKS WERE FOUND IN GOOD
 NF1242'CONDITION.  THE AZIMUTH MARK WAS ALSO FOUND IN GOOD CONDITION.  THE TO
 NF1242'REACH AND DESCRIPTION ARE ADEQUATE.  THE DIRECTIONS AND DISTANCES WERE
 NF1242'NOT CHECKED.
 NF1242
 NF1242                          STATION RECOVERY (2002)
 NF1242
 NF1242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NF1242'STATION FOUND BUT IT IS GENERALLY NOT SUITABLE FOR GPS DUE TO
 NF1242'DECIDUOUS TREE COVER 12 TO 15 FEET TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0141 ***********************************************************************
 RJ0141  DESIGNATION -  COUL
 RJ0141  PID         -  RJ0141
 RJ0141  STATE/COUNTY-  MI/CHIPPEWA
 RJ0141  USGS QUAD   -  SHALLOWS (1975)
 RJ0141
 RJ0141                         *CURRENT SURVEY CONTROL
 RJ0141  ___________________________________________________________________
 RJ0141* NAD 83(1986)-  46 27 15.     (N)    084 24 20.     (W)     SCALED    
 RJ0141* NAVD 88     -       216.564  (meters)     710.51   (feet)  ADJUSTED  
 RJ0141  ___________________________________________________________________
 RJ0141  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 RJ0141  DYNAMIC HT  -         216.576 (meters)     710.55  (feet)  COMP
 RJ0141  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 RJ0141
 RJ0141  VERT ORDER  -  FIRST     CLASS 0
 RJ0141
 RJ0141.The horizontal coordinates were scaled from a topographic map and have
 RJ0141.an estimated accuracy of +/- 6 seconds.
 RJ0141
 RJ0141.The orthometric height was determined by differential leveling
 RJ0141.and adjusted by the National Geodetic Survey in June 1991..
 RJ0141
 RJ0141.The geoid height was determined by GEOID03.
 RJ0141
 RJ0141.The dynamic height is computed by dividing the NAVD 88
 RJ0141.geopotential number by the normal gravity value computed on the
 RJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0141.degrees latitude (g = 980.6199 gals.).
 RJ0141
 RJ0141.The modeled gravity was interpolated from observed gravity values.
 RJ0141
 RJ0141;                    North         East    Units  Estimated Accuracy
 RJ0141;SPC MI N     -   188,970.    8,199,270.      MT  (+/- 180 meters Scaled)
 RJ0141
 RJ0141                          SUPERSEDED SURVEY CONTROL
 RJ0141
 RJ0141  NGVD 29 (??/??/92)  216.51   (m)          710.3    (f) COMPUTED    1 0
 RJ0141
 RJ0141.Superseded values are not recommended for survey control.
 RJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0141.See file dsdata.txt to determine how the superseded data were derived.
 RJ0141
 RJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS992477(NAD 83)
 RJ0141_MARKER: Z = SEE DESCRIPTION
 RJ0141_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0141+WITH SETTING: INTO GROUND
 RJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0141+STABILITY: SURFACE MOTION
 RJ0141
 RJ0141  HISTORY     - Date     Condition        Report By
 RJ0141  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0141  HISTORY     - 1972     GOOD             USLS
 RJ0141  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0141
 RJ0141                          STATION DESCRIPTION
 RJ0141
 RJ0141'DESCRIBED BY US LAKE SURVEY 1972
 RJ0141'1.1 MI N FROM SAULT STE MARIE.
 RJ0141'COUL IS IN CHIPPEWA COUNTY, MICHIGAN, 1.1 MILES NORTH OF
 RJ0141'4-1/2-MILE ROAD, 0.6 MILE SOUTH OF INTERSECTION OF 3-MILE AND
 RJ0141'BAKER ROADS, 63 FEET WEST OF CENTERLINE OF BAKER ROAD, 27.0
 RJ0141'FEET NORTHEAST OF NORTHWEST CORNER OF DWELLING OCCUPIED BY M.
 RJ0141'COULLIRD, 7.3 FEET SOUTHWEST OF A FLAGPOLE, 6.7 FEET NORTH OF
 RJ0141'NORTHEAST CORNER AND IN LINE WITH EAST FACE OF DWELLING, 3/4-FOOT
 RJ0141'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0141'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 30 FEET LONG.
 RJ0141
 RJ0141                          STATION RECOVERY (1983)
 RJ0141
 RJ0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0141'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0013 ***********************************************************************
 QK0013  DESIGNATION -  COUNTY
 QK0013  PID         -  QK0013
 QK0013  STATE/COUNTY-  MI/CHEBOYGAN
 QK0013  USGS QUAD   -  
 QK0013
 QK0013                         *CURRENT SURVEY CONTROL
 QK0013  ___________________________________________________________________
 QK0013* NAD 83(1986)-  45 37 49.     (N)    084 28 49.     (W)     SCALED    
 QK0013* NAVD 88     -       187.830  (meters)     616.24   (feet)  ADJUSTED  
 QK0013  ___________________________________________________________________
 QK0013  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0013  DYNAMIC HT  -         187.828 (meters)     616.23  (feet)  COMP
 QK0013  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QK0013
 QK0013  VERT ORDER  -  FIRST     CLASS I
 QK0013
 QK0013.The horizontal coordinates were scaled from a topographic map and have
 QK0013.an estimated accuracy of +/- 6 seconds.
 QK0013
 QK0013.The orthometric height was determined by differential leveling
 QK0013.and adjusted by the National Geodetic Survey in June 1991..
 QK0013
 QK0013.The geoid height was determined by GEOID03.
 QK0013
 QK0013.The dynamic height is computed by dividing the NAVD 88
 QK0013.geopotential number by the normal gravity value computed on the
 QK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0013.degrees latitude (g = 980.6199 gals.).
 QK0013
 QK0013.The modeled gravity was interpolated from observed gravity values.
 QK0013
 QK0013;                    North         East    Units  Estimated Accuracy
 QK0013;SPC MI C     -   257,100.    5,991,140.      MT  (+/- 180 meters Scaled)
 QK0013
 QK0013                          SUPERSEDED SURVEY CONTROL
 QK0013
 QK0013.No superseded survey control is available for this station.
 QK0013
 QK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR964560(NAD 83)
 QK0013_MARKER: DD = SURVEY DISK
 QK0013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0013_MARK LOGO: NGS   
 QK0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0013
 QK0013  HISTORY     - Date     Condition        Report By
 QK0013  HISTORY     - 1973     MONUMENTED       NOS
 QK0013  HISTORY     - 1973     GOOD             USLS
 QK0013  HISTORY     - 1983     GOOD             NGS
 QK0013
 QK0013                          STATION DESCRIPTION
 QK0013
 QK0013'DESCRIBED BY US LAKE SURVEY 1973
 QK0013'IN CHEBOYGAN.
 QK0013'COUNTY IS IN CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 1.0 MILE SOUTHERLY
 QK0013'ALONG HWYS. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN
 QK0013'CHEBOYGAN, 214 FEET WEST OF CENTER LINE OF M-27 AND M-33, IN
 QK0013'NORTH FACE AND 47.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 QK0013'COUNTY BUILDING, 2.4 FEET EAST OF WEST CORNER WHICH IS JUST
 QK0013'WEST OF THE NORTH ENTRANCE TO THE BUILDING, 4-FEET ABOVE THE
 QK0013'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 QK0013'THE BRICK WALL.  NOTE-- PREV. DESIG. COUNTY 1973.
 QK0013
 QK0013                          STATION RECOVERY (1983)
 QK0013
 QK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN CHEBOYGAN,
 QK0013'1.6 KM (1.0 MI) SOUTH ALONG STATE HIGHWAY 27 (MAIN STREET) FROM THE
 QK0013'POST OFFICE AT THE COUNTY BUILDING, THE DISK IS SET VERTICALLY IN THE
 QK0013'NORTH FACE OF THE BRICK WALL AND ABOUT 1.2 METERS (4.0 FT) ABOVE THE
 QK0013'GROUND, 65.22 METERS (214.0 FT) WEST OF THE CENTERLINE OF HIGHWAY 27,
 QK0013'14.32 METERS (47.0 FT) WEST OF THE NORTHEAST CORNER OF THE COUNTY
 QK0013'BUILDING, AND 0.73 METER (2.4 FT) EAST OF THE WEST CORNER WHICH IS
 QK0013'JUST WEST OF THE NORTH ENTRANCE TO THE BUILDING.  STAMPING IS--COUNTY
 QK0013'AC LSC 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0189 ***********************************************************************
 QK0189  DESIGNATION -  COURT
 QK0189  PID         -  QK0189
 QK0189  STATE/COUNTY-  MI/CHEBOYGAN
 QK0189  USGS QUAD   -  ST IGNACE (1976)
 QK0189
 QK0189                         *CURRENT SURVEY CONTROL
 QK0189  ___________________________________________________________________
 QK0189* NAD 83(1986)-  45 45 19.     (N)    084 42 00.     (W)     SCALED    
 QK0189* NAVD 88     -       183.059  (meters)     600.59   (feet)  ADJUSTED  
 QK0189  ___________________________________________________________________
 QK0189  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 QK0189  DYNAMIC HT  -         183.063 (meters)     600.60  (feet)  COMP
 QK0189  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 QK0189
 QK0189  VERT ORDER  -  FIRST     CLASS I
 QK0189
 QK0189.The horizontal coordinates were scaled from a topographic map and have
 QK0189.an estimated accuracy of +/- 6 seconds.
 QK0189
 QK0189.The orthometric height was determined by differential leveling
 QK0189.and adjusted by the National Geodetic Survey in June 1991..
 QK0189
 QK0189.The geoid height was determined by GEOID03.
 QK0189
 QK0189.The dynamic height is computed by dividing the NAVD 88
 QK0189.geopotential number by the normal gravity value computed on the
 QK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0189.degrees latitude (g = 980.6199 gals.).
 QK0189
 QK0189.The modeled gravity was interpolated from observed gravity values.
 QK0189
 QK0189;                    North         East    Units  Estimated Accuracy
 QK0189;SPC MI C     -   271,040.    5,974,070.      MT  (+/- 180 meters Scaled)
 QK0189
 QK0189                          SUPERSEDED SURVEY CONTROL
 QK0189
 QK0189.No superseded survey control is available for this station.
 QK0189
 QK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR788694(NAD 83)
 QK0189_MARKER: Z = SEE DESCRIPTION
 QK0189_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0189+WITH SETTING: INTO GROUND
 QK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0189+STABILITY: SURFACE MOTION
 QK0189
 QK0189  HISTORY     - Date     Condition        Report By
 QK0189  HISTORY     - 1973     MONUMENTED       USLS
 QK0189  HISTORY     - 1973     GOOD             USLS
 QK0189
 QK0189                          STATION DESCRIPTION
 QK0189
 QK0189'DESCRIBED BY US LAKE SURVEY 1973
 QK0189'2.4 MI SE FROM MACKINAW CITY.
 QK0189'COURT IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.4 MILES SOUTHEAST ALONG
 QK0189'HWY. U.S. 23, FROM THE INTERSECTION OF LANGLADE ST. AND CENTRAL
 QK0189'AVE. IN MACKINAW CITY, 82 FEET EAST OF CENTER LINE OF THE
 QK0189'MACKINAC MOTOR COURT ON THE LAKE ENTRANCE DRIVE, 80 FEET NORTHEAST
 QK0189'OF CENTER LINE OF HWY. U.S. 23, 4.0 FEET SOUTHEAST OF SOUTHWEST
 QK0189'CORNER OF PORCH ATTACHED TO MOTEL, 1.3 FEET SOUTH OF SOUTHWEST
 QK0189'CORNER OF MOTEL, 1/2 FOOT BELOW THE GROUND SURFACE, BEING
 QK0189'HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER COPPER-COATED STEEL
 QK0189'ROD, 9 FEET LONG.  NOTE-- PREV. DESIG. COURT 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1587 ***********************************************************************
 RL1587  DESIGNATION -  COVINGTON
 RL1587  PID         -  RL1587
 RL1587  STATE/COUNTY-  MI/BARAGA
 RL1587  USGS QUAD   -  COVINGTON (1985)
 RL1587
 RL1587                         *CURRENT SURVEY CONTROL
 RL1587  ___________________________________________________________________
 RL1587* NAD 83(1994)-  46 33 08.21664(N)    088 32 13.43179(W)     ADJUSTED  
 RL1587* NAVD 88     -       535.1    (meters)    1756.     (feet)  VERTCON   
 RL1587  ___________________________________________________________________
 RL1587  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 RL1587  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 RL1587
 RL1587  HORZ ORDER  -  FIRST
 RL1587
 RL1587.The horizontal coordinates were established by classical geodetic methods
 RL1587.and adjusted by the National Geodetic Survey in February 1997..
 RL1587
 RL1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1587
 RL1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1587
 RL1587.The geoid height was determined by GEOID03.
 RL1587
 RL1587;                    North         East     Units Scale Factor Converg.
 RL1587;SPC MI N     -   197,752.151 7,882,141.657   MT  0.99991367   -1 06 39.5
 RL1587;SPC MI N     -   648,793.15 25,860,044.81   iFT  0.99991367   -1 06 39.5
 RL1587;UTM  16      - 5,156,560.396   382,171.991   MT  0.99977065   -1 06 57.7
 RL1587
 RL1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1587!SPC MI N     -   0.99992128  x   0.99991367  =   0.99983496
 RL1587!UTM  16      -   0.99992128  x   0.99977065  =   0.99969195
 RL1587
 RL1587:                Primary Azimuth Mark                     Grid Az
 RL1587:SPC MI N     -  HERMAN MICH BELL NEW MICROWAVE           044 57 28.7
 RL1587:UTM  16      -  HERMAN MICH BELL NEW MICROWAVE           044 57 46.9
 RL1587
 RL1587|---------------------------------------------------------------------|
 RL1587| PID    Reference Object                     Distance      Geod. Az  |
 RL1587|                                                           dddmmss.s |
 RL1587| RL1526 HERMAN MICH BELL NEW MICROWAVE      APPROX.17.0 KM 0435049.2 |
 RL1587| RL1589 COVINGTON LOOKOUT USGS 1975          18.050 METERS 09537     |
 RL1587| CJ2403 COVINGTON AZ MK                                    2320510.6 |
 RL1587| CJ2404 COVINGTON RM 1                       20.925 METERS 26816     |
 RL1587|---------------------------------------------------------------------|
 RL1587
 RL1587                          SUPERSEDED SURVEY CONTROL
 RL1587
 RL1587  NAD 83(1986)-  46 33 08.21113(N)    088 32 13.42500(W) AD(       ) 1
 RL1587  NAD 27      -  46 33 08.42218(N)    088 32 12.92698(W) AD(       ) 1
 RL1587  NGVD 29 (07/19/86)  535.1    (m)         1756.     (f) VERT ANG       
 RL1587
 RL1587.Superseded values are not recommended for survey control.
 RL1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1587.See file dsdata.txt to determine how the superseded data were derived.
 RL1587
 RL1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8217256560(NAD 83)
 RL1587_MARKER: DS = TRIANGULATION STATION DISK
 RL1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1587
 RL1587  HISTORY     - Date     Condition        Report By
 RL1587  HISTORY     - 1975     MONUMENTED       NGS
 RL1587
 RL1587                          STATION DESCRIPTION
 RL1587
 RL1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1587'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH ON LINE.
 RL1587'
 RL1587'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 RL1587'
 RL1587'STATION IS ABOUT 9-1/4 MILES WEST-SOUTHWEST OF MESTORIA, 8 MILES
 RL1587'SOUTHWEST OF HERMAN, 6 MILES EAST-NORTHEAST OF SIDNAW, 3/4 MILE
 RL1587'NORTHWEST OF COVINGTON AND ON A HIGH HILL WHERE THE COVINGTON
 RL1587'LOOKOUT TOWER WAS PREVIOUSLY LOCATED.  THE LAND IS OWNED BY THE
 RL1587'MICHIGAN DEPARTMENT OF NATURAL RESOURCES, PERMISSION GRANTED BY
 RL1587'MR. LEROY A. STEVENS, SUPERVISOR BARAGA STATE FOREST.
 RL1587'
 RL1587'TO REACH FROM THE POST OFFICE IN COVINGTON, GO NORTH ON
 RL1587'U.S. HIGHWAY 141 FOR 0.3 MILE TO THE JUNCTION OF STATE HIGHWAY
 RL1587'28.  TURN RIGHT AND GO NORTHWEST FOR 0.1 MILE TO A GRAVELED ROAD
 RL1587'LEFT.  TURN LEFT AND GO NORTH FOR 0.1 MILE TO A GRAVELED ROAD LEFT
 RL1587'(NORTHEAST OF VFW BUILDING).  BEAR LEFT AND GO NORTH FOR 0.05
 RL1587'MILE TO A FORK.  TURN LEFT AND GO WEST FOR 0.15 MILE TO A TRACK
 RL1587'ROAD RIGHT.  (CONTINUE WEST ON GRAVELED ROAD FOR 0.25 MILE TO
 RL1587'THE AZIMUTH MARK ON THE RIGHT, NORTH SIDE OF ROAD.) TURN RIGHT AND
 RL1587'GO NORTH AND WEST FOLLOWING TRACK ROAD FOR 0.2 MILE TO THE TOP
 RL1587'OF THE HILL AND THE STATION.
 RL1587'
 RL1587'STATION MARKS ARE STANDARD DISKS STAMPED COVINGTON 1975.  THE
 RL1587'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1587'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET
 RL1587'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED.  THE
 RL1587'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL1587'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 RL1587'
 RL1587'COVINGTON LOT USGS, A U.S. GEOLOGICAL SURVEY DISK STAMPED
 RL1587'COVINGTON LOOKOUT 1951 R 1959, IS SET IN THE TOP OF A 4 BY 4-INCH
 RL1587'CONCRETE POST THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET
 RL1587'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 RL1587'
 RL1587'REFERENCE MARK 1, A STANDARD DISK STAMPED COVINGTON NO 1 1975,
 RL1587'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 RL1587'THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 20 FEET
 RL1587'NORTHEAST OF A TWIN TRUNKED MAPLE TREE AND 2 FEET EAST OF A METAL
 RL1587'WITNESS POST WITH A SIGN ATTACHED.
 RL1587'
 RL1587'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED COVINGTON
 RL1587'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1587'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 27 FEET
 RL1587'NORTH OF THE APPROXIMATE CENTER OF THE GRAVELED ROAD, 9 FEET
 RL1587'NORTHWEST OF A 20-INCH MAPLE TREE, 3.2 FEET SOUTHEAST OF A METAL
 RL1587'WITNESS POST WITH SIGN ATTACHED AND 2 FEET EAST OF A FENCELINE.
 RL1587'
 RL1587'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1589 ***********************************************************************
 RL1589  DESIGNATION -  COVINGTON LOOKOUT USGS 1975
 RL1589  PID         -  RL1589
 RL1589  STATE/COUNTY-  MI/BARAGA
 RL1589  USGS QUAD   -  COVINGTON (1985)
 RL1589
 RL1589                         *CURRENT SURVEY CONTROL
 RL1589  ___________________________________________________________________
 RL1589* NAD 83(1994)-  46 33 08.15948(N)    088 32 12.58853(W)     ADJUSTED  
 RL1589* NAVD 88     -       536.     (meters)    1759.     (feet)  VERTCON   
 RL1589  ___________________________________________________________________
 RL1589  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 RL1589  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 RL1589
 RL1589  HORZ ORDER  -  THIRD
 RL1589
 RL1589.The horizontal coordinates were established by classical geodetic methods
 RL1589.and adjusted by the National Geodetic Survey in February 1997..
 RL1589
 RL1589.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1589
 RL1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1589
 RL1589.The geoid height was determined by GEOID03.
 RL1589
 RL1589;                    North         East     Units Scale Factor Converg.
 RL1589;SPC MI N     -   197,750.038 7,882,159.581   MT  0.99991367   -1 06 38.9
 RL1589;SPC MI N     -   648,786.21 25,860,103.61   iFT  0.99991367   -1 06 38.9
 RL1589;UTM  16      - 5,156,558.282   382,189.913   MT  0.99977060   -1 06 57.1
 RL1589
 RL1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1589!SPC MI N     -   0.99992114  x   0.99991367  =   0.99983482
 RL1589!UTM  16      -   0.99992114  x   0.99977060  =   0.99969176
 RL1589
 RL1589                          SUPERSEDED SURVEY CONTROL
 RL1589
 RL1589  NAD 83(1986)-  46 33 08.15397(N)    088 32 12.58174(W) AD(       ) 4
 RL1589  NAD 27      -  46 33 08.36502(N)    088 32 12.08375(W) AD(       ) 3
 RL1589  NGVD 29 (07/19/86)  536.     (m)         1759.     (f) VERT ANG       
 RL1589
 RL1589.Superseded values are not recommended for survey control.
 RL1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1589.See file dsdata.txt to determine how the superseded data were derived.
 RL1589
 RL1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8219056558(NAD 83)
 RL1589_MARKER: DD = SURVEY DISK
 RL1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1589_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1589+STABILITY: SURFACE MOTION
 RL1589
 RL1589  HISTORY     - Date     Condition        Report By
 RL1589  HISTORY     - 1975     MONUMENTED       USGS
 RL1589
 RL1589                          STATION DESCRIPTION
 RL1589
 RL1589'DESCRIBED BY US GEOLOGICAL SURVEY 1975 (JLC)
 RL1589'THE STATION IS LOCATED 8 MILES SOUTHWEST OF HERMAN, 6 MILES
 RL1589'EAST-NORTHEAST OF SIDNAW, 3/4 MILE NORTHWEST OF COVINGTON ON A HIGH
 RL1589'HILL WHERE THE COVINGTON LOOKOUT TOWER PREVIOUSLY STOOD, ON
 RL1589'PROPERTY OWNED BY THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 RL1589'
 RL1589'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 RL1589'COVINGTON, DISTANCE BEING 59.22 FEET OR 18.050 METERS EAST OF
 RL1589'STATION COVINGTON.  THE MARK IS A U.S. GEOLOGICAL SURVEY DISK
 RL1589'STAMPED COVINGTON LOOKOUT 1951 R 1959, SET IN THE TOP OF A 4-INCH
 RL1589'SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 RL1589'IT IS 2 FEET WEST OF A METAL WITNESS POST AND UNDER THE PREVIOUS
 RL1589'CENTER OF THE COVINGTON LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1586 ***********************************************************************
 RL1586  DESIGNATION -  COVINGTON NORTH NAT GAS MAST
 RL1586  PID         -  RL1586
 RL1586  STATE/COUNTY-  MI/BARAGA
 RL1586  USGS QUAD   -  COVINGTON (1985)
 RL1586
 RL1586                         *CURRENT SURVEY CONTROL
 RL1586  ___________________________________________________________________
 RL1586* NAD 83(1994)-  46 33 28.57573(N)    088 30 17.11609(W)     ADJUSTED  
 RL1586* NAVD 88     -                                                        
 RL1586  ___________________________________________________________________
 RL1586  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 RL1586  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 RL1586
 RL1586  HORZ ORDER  -  THIRD
 RL1586
 RL1586.The horizontal coordinates were established by classical geodetic methods
 RL1586.and adjusted by the National Geodetic Survey in February 1997..
 RL1586
 RL1586
 RL1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1586
 RL1586.The geoid height was determined by GEOID03.
 RL1586
 RL1586;                    North         East     Units Scale Factor Converg.
 RL1586;SPC MI N     -   198,333.106 7,884,630.733   MT  0.99991414   -1 05 15.4
 RL1586;SPC MI N     -   650,699.17 25,868,211.07   iFT  0.99991414   -1 05 15.4
 RL1586;UTM  16      - 5,157,141.046   384,660.754   MT  0.99976352   -1 05 33.6
 RL1586
 RL1586                          SUPERSEDED SURVEY CONTROL
 RL1586
 RL1586  NAD 83(1986)-  46 33 28.57084(N)    088 30 17.10871(W) AD(       ) 4
 RL1586  NAD 27      -  46 33 28.78400(N)    088 30 16.60169(W) AD(       ) 3
 RL1586
 RL1586.Superseded values are not recommended for survey control.
 RL1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1586.See file dsdata.txt to determine how the superseded data were derived.
 RL1586
 RL1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8466157141(NAD 83)
 RL1586_MARKER: 42 = RADIO/TV MAST
 RL1586
 RL1586  HISTORY     - Date     Condition        Report By
 RL1586  HISTORY     - 1975     FIRST OBSERVED   NGS
 RL1586  HISTORY     - 19990920 GOOD             USPSQD
 RL1586
 RL1586                          STATION DESCRIPTION
 RL1586
 RL1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RL1586'THE STATION IS THE RED LIGHT ATOP THE COVINGTON NORTHERN NATURAL
 RL1586'GAS COMPANY RADIO MAST.  IT IS A TRIANGULAR STEEL STRUCTURE,
 RL1586'GUYED, PAINTED ALTERNATELY RED AND WHITE AND IS 240 FEET IN
 RL1586'HEIGHT.
 RL1586'
 RL1586'IT IS LOCATED ABOUT 2 MILES NORTHEAST OF COVINGTON.
 RL1586'
 RL1586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 141 AND STATE
 RL1586'HIGHWAY 28 AT THE NORTH EDGE OF COVINGTON, GO NORTHEAST ON
 RL1586'U.S. HIGHWAY 141 AND STATE HIGHWAY 28 FOR 1.4 MILES TO AN ANGLE
 RL1586'CROSSROAD.  TURN SHARP RIGHT AND GO SOUTH ON GRAVELED ROAD FOR
 RL1586'0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.3
 RL1586'MILE TO THE MAST ON THE LEFT.
 RL1586
 RL1586                          STATION RECOVERY (1999)
 RL1586
 RL1586'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1588 ***********************************************************************
 RL1588  DESIGNATION -  COVINGTON TV STA WGN MAST
 RL1588  PID         -  RL1588
 RL1588  STATE/COUNTY-  MI/BARAGA
 RL1588  USGS QUAD   -  COVINGTON (1985)
 RL1588
 RL1588                         *CURRENT SURVEY CONTROL
 RL1588  ___________________________________________________________________
 RL1588* NAD 83(1994)-  46 32 02.34726(N)    088 32 36.26167(W)     ADJUSTED  
 RL1588* NAVD 88     -                                                        
 RL1588  ___________________________________________________________________
 RL1588  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 RL1588  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 RL1588
 RL1588  HORZ ORDER  -  THIRD
 RL1588
 RL1588.The horizontal coordinates were established by classical geodetic methods
 RL1588.and adjusted by the National Geodetic Survey in February 1997..
 RL1588
 RL1588
 RL1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1588
 RL1588.The geoid height was determined by GEOID03.
 RL1588
 RL1588;                    North         East     Units Scale Factor Converg.
 RL1588;SPC MI N     -   195,728.226 7,881,615.862   MT  0.99991224   -1 06 56.0
 RL1588;SPC MI N     -   642,152.97 25,858,319.76   iFT  0.99991224   -1 06 56.0
 RL1588;UTM  16      - 5,154,536.802   381,646.098   MT  0.99977218   -1 07 13.1
 RL1588
 RL1588                          SUPERSEDED SURVEY CONTROL
 RL1588
 RL1588  NAD 83(1986)-  46 32 02.34241(N)    088 32 36.25480(W) AD(       ) 4
 RL1588  NAD 27      -  46 32 02.55215(N)    088 32 35.75645(W) AD(       ) 3
 RL1588
 RL1588.Superseded values are not recommended for survey control.
 RL1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1588.See file dsdata.txt to determine how the superseded data were derived.
 RL1588
 RL1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8164654537(NAD 83)
 RL1588_MARKER: 42 = RADIO/TV MAST
 RL1588
 RL1588  HISTORY     - Date     Condition        Report By
 RL1588  HISTORY     - 1975     FIRST OBSERVED   NGS
 RL1588  HISTORY     - 19990920 GOOD             USPSQD
 RL1588
 RL1588                          STATION DESCRIPTION
 RL1588
 RL1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RL1588'COVINGTON, TELEVISION STATION WGN REPEATER MAST IS A TRIANGULAR
 RL1588'STEEL STRUCTURE, GUYED, PAINTED ALTERNATELY RED AND WHITE, AND
 RL1588'HAS 3 REFLECTORS AT THE TOP.  IT IS 150 FEET HIGH AND THE STATION
 RL1588'IS THE TOP CENTER OF THE MAST.
 RL1588'
 RL1588'THE MAST IS LOCATED ABOUT 3/4 MILE SOUTHWEST OF COVINGTON AND
 RL1588'100 YARDS SOUTHWEST OF A RADIO MAST.
 RL1588'
 RL1588'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND U.S. HIGHWAY
 RL1588'141 IN THE NORTH EDGE OF COVINGTON, GO WESTERLY ON HIGHWAY 28 FOR
 RL1588'0.4 MILE, THENCE LEFT, SOUTH, ON GRAVELED ROAD FOR 0.6 MILE TO
 RL1588'END OF ROAD AND MAST.
 RL1588
 RL1588                          STATION RECOVERY (1999)
 RL1588
 RL1588'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0174 ***********************************************************************
 RJ0174  DESIGNATION -  COZY USLS
 RJ0174  PID         -  RJ0174
 RJ0174  STATE/COUNTY-  MI/CHIPPEWA
 RJ0174  USGS QUAD   -  OAK RIDGE (1976)
 RJ0174
 RJ0174                         *CURRENT SURVEY CONTROL
 RJ0174  ___________________________________________________________________
 RJ0174* NAD 83(1986)-  46 17 20.     (N)    084 13 20.     (W)     SCALED    
 RJ0174* NAVD 88     -       179.633  (meters)     589.35   (feet)  ADJUSTED  
 RJ0174  ___________________________________________________________________
 RJ0174  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0174  DYNAMIC HT  -         179.643 (meters)     589.38  (feet)  COMP
 RJ0174  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RJ0174
 RJ0174  VERT ORDER  -  FIRST     CLASS 0
 RJ0174
 RJ0174.The horizontal coordinates were scaled from a topographic map and have
 RJ0174.an estimated accuracy of +/- 6 seconds.
 RJ0174
 RJ0174.The orthometric height was determined by differential leveling
 RJ0174.and adjusted by the National Geodetic Survey in June 1991..
 RJ0174
 RJ0174.The geoid height was determined by GEOID03.
 RJ0174
 RJ0174.The dynamic height is computed by dividing the NAVD 88
 RJ0174.geopotential number by the normal gravity value computed on the
 RJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0174.degrees latitude (g = 980.6199 gals.).
 RJ0174
 RJ0174.The modeled gravity was interpolated from observed gravity values.
 RJ0174
 RJ0174;                    North         East    Units  Estimated Accuracy
 RJ0174;SPC MI N     -   171,080.    8,213,990.      MT  (+/- 180 meters Scaled)
 RJ0174
 RJ0174                          SUPERSEDED SURVEY CONTROL
 RJ0174
 RJ0174.No superseded survey control is available for this station.
 RJ0174
 RJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS139298(NAD 83)
 RJ0174_MARKER: Z = SEE DESCRIPTION
 RJ0174_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0174+WITH SETTING: INTO GROUND
 RJ0174_MARK LOGO: USLS  
 RJ0174_PROJECTION: FLUSH
 RJ0174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0174_ROD/PIPE-DEPTH: 19.5 meters
 RJ0174
 RJ0174  HISTORY     - Date     Condition        Report By
 RJ0174  HISTORY     - 1969     MONUMENTED       USLS
 RJ0174  HISTORY     - 1969     GOOD             USLS
 RJ0174  HISTORY     - 1983     GOOD             NGS
 RJ0174
 RJ0174                          STATION DESCRIPTION
 RJ0174
 RJ0174'DESCRIBED BY US LAKE SURVEY 1969
 RJ0174'2.9 MI E FROM BARBEAU.
 RJ0174'COZY IS IN CHIPPEWA COUNTY, MICHIGAN, 2.88 MILES EAST OF POST
 RJ0174'OFFICE AT BARBEAU, 113 FEET SOUTH OF CENTERLINE OF NEEBISH ROAD,
 RJ0174'88 FEET EAST OF CENTERLINE OF RIVER ROAD, 83.0 FEET NORTHEAST
 RJ0174'OF UTILITY POLE NO. 186-M/C, 3.6 FEET WEST OF UTILITY POLE NO.
 RJ0174'186-M/A, 3.0 FEET SOUTH OF SOUTHWEST CORNER AND IN LINE
 RJ0174'WITH WEST FACE OF JOES COZY CORNER TAVERN, 1/2 FOOT BELOW THE
 RJ0174'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8 INCH DIAMETER
 RJ0174'COPPER-COATED STEEL ROD, 64 FEET LONG.
 RJ0174
 RJ0174                          STATION RECOVERY (1983)
 RJ0174
 RJ0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0174'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0174'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, AT THE
 RJ0174'JUNCTION OF RIVER ROAD, AT THE SOUTHWEST CORNER OF THE COZY CORNER
 RJ0174'TAVERN OWNED BY MR. CHARLES MCLEOD, 34.5 METERS (113.0 FT) SOUTH OF
 RJ0174'THE CENTERLINE OF THE ROAD, 27.4 METERS (90.0 FT) EAST OF THE
 RJ0174'APPROXIMATE CENTER OF RIVER ROAD, 25.3 METERS (83.0 FT) NORTHEAST OF
 RJ0174'UTILITY POLE NUMBER DR 2-234MB, 1.1 METERS (3.6 FT) WEST OF UTILITY
 RJ0174'POLE NUMBER DR 2-34M, 0.91 METERS (3.0 FT) SOUTH OF THE SOUTHWEST
 RJ0174'CORNER OF TAVERN BUILDING, 5.1 METERS (16.8 FT) EAST OF A METAL GUARD
 RJ0174'RAIL POST, 5.2 METERS (17.1 FT) NORTH OF THE NORTH END OF A METAL
 RJ0174'GUARD RAIL, AND 2.7 METERS (9.0 FT) NORTH OF THE APPROXIMATE CENTER OF
 RJ0174'AN ASPHALT DRIVE.
 RJ0174'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0011 ***********************************************************************
 QK0011  DESIGNATION -  CP 1
 QK0011  PID         -  QK0011
 QK0011  STATE/COUNTY-  MI/CHEBOYGAN
 QK0011  USGS QUAD   -  AFTON (1986)
 QK0011
 QK0011                         *CURRENT SURVEY CONTROL
 QK0011  ___________________________________________________________________
 QK0011* NAD 83(1986)-  45 36 42.     (N)    084 28 26.     (W)     SCALED    
 QK0011* NAVD 88     -       192.367  (meters)     631.12   (feet)  ADJUSTED  
 QK0011  ___________________________________________________________________
 QK0011  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0011  DYNAMIC HT  -         192.364 (meters)     631.11  (feet)  COMP
 QK0011  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 QK0011
 QK0011  VERT ORDER  -  FIRST     CLASS I
 QK0011
 QK0011.The horizontal coordinates were scaled from a topographic map and have
 QK0011.an estimated accuracy of +/- 6 seconds.
 QK0011
 QK0011.The orthometric height was determined by differential leveling
 QK0011.and adjusted by the National Geodetic Survey in June 1991..
 QK0011
 QK0011.The geoid height was determined by GEOID03.
 QK0011
 QK0011.The dynamic height is computed by dividing the NAVD 88
 QK0011.geopotential number by the normal gravity value computed on the
 QK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0011.degrees latitude (g = 980.6199 gals.).
 QK0011
 QK0011.The modeled gravity was interpolated from observed gravity values.
 QK0011
 QK0011;                    North         East    Units  Estimated Accuracy
 QK0011;SPC MI C     -   255,030.    5,991,640.      MT  (+/- 180 meters Scaled)
 QK0011
 QK0011                          SUPERSEDED SURVEY CONTROL
 QK0011
 QK0011.No superseded survey control is available for this station.
 QK0011
 QK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR969540(NAD 83)
 QK0011_MARKER: Z = SEE DESCRIPTION
 QK0011_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0011
 QK0011  HISTORY     - Date     Condition        Report By
 QK0011  HISTORY     - 1973     MONUMENTED       NOS
 QK0011  HISTORY     - 1973     GOOD             USLS
 QK0011  HISTORY     - 1983     GOOD             NGS
 QK0011
 QK0011                          STATION DESCRIPTION
 QK0011
 QK0011'DESCRIBED BY US LAKE SURVEY 1973
 QK0011'2.3 MI S FROM CHEBOYGAN.
 QK0011'CP 1 IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.3 MILES SOUTH ALONG HWYS,
 QK0011'M-27 AND M-33, (MAIN ST.), FROM THE POST OFFICE IN CHEBOYGAN
 QK0011'TO THE SOUTHWEST CORNER OF INTERSECTION OF V.F.W. RD. (COUNTY
 QK0011'C64) AND HWY. M-27 AND M-33, NORTHEAST CORNER OF THE, DARROW
 QK0011'FORD, ASPHALT PARKING LOT, 58 FEET WEST CENTER LINE OF HWY.
 QK0011'M-27 AND M-33, 34 FEET SOUTH CENTER LINE OF V.F.W. RD., 2.6
 QK0011'FEET SOUTHWEST OF A UTILITY POLE, 2.2 FEET NORTHEAST OF CORNER
 QK0011'OF ASPHALT, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 QK0011'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 30 FEET
 QK0011'LONG.  NOTE-- PREV. DESIG. CP 1 1973.
 QK0011
 QK0011                          STATION RECOVERY (1983)
 QK0011
 QK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0011'RECOVERED IN GOOD CONDITION.  NOTE, ADD 2.71 METERS (8.9 FT)
 QK0011'WEST-SOUTHWEST OF THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0006 ***********************************************************************
 QK0006  DESIGNATION -  CP 2
 QK0006  PID         -  QK0006
 QK0006  STATE/COUNTY-  MI/CHEBOYGAN
 QK0006  USGS QUAD   -  AFTON (1986)
 QK0006
 QK0006                         *CURRENT SURVEY CONTROL
 QK0006  ___________________________________________________________________
 QK0006* NAD 83(1986)-  45 35 27.     (N)    084 29 07.     (W)     SCALED    
 QK0006* NAVD 88     -       186.828  (meters)     612.95   (feet)  ADJUSTED  
 QK0006  ___________________________________________________________________
 QK0006  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 QK0006  DYNAMIC HT  -         186.825 (meters)     612.94  (feet)  COMP
 QK0006  MODELED GRAV-     980,597.2   (mgal)                       NAVD 88
 QK0006
 QK0006  VERT ORDER  -  FIRST     CLASS I
 QK0006
 QK0006.The horizontal coordinates were scaled from a topographic map and have
 QK0006.an estimated accuracy of +/- 6 seconds.
 QK0006
 QK0006.The orthometric height was determined by differential leveling
 QK0006.and adjusted by the National Geodetic Survey in June 1991..
 QK0006
 QK0006.The geoid height was determined by GEOID03.
 QK0006
 QK0006.The dynamic height is computed by dividing the NAVD 88
 QK0006.geopotential number by the normal gravity value computed on the
 QK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0006.degrees latitude (g = 980.6199 gals.).
 QK0006
 QK0006.The modeled gravity was interpolated from observed gravity values.
 QK0006
 QK0006;                    North         East    Units  Estimated Accuracy
 QK0006;SPC MI C     -   252,720.    5,990,750.      MT  (+/- 180 meters Scaled)
 QK0006
 QK0006                          SUPERSEDED SURVEY CONTROL
 QK0006
 QK0006.No superseded survey control is available for this station.
 QK0006
 QK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR961516(NAD 83)
 QK0006_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0006_SP_SET: CULVERT
 QK0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0006
 QK0006  HISTORY     - Date     Condition        Report By
 QK0006  HISTORY     - 1973     MONUMENTED       RBNF
 QK0006  HISTORY     - 1973     GOOD             USLS
 QK0006  HISTORY     - 1983     GOOD             NGS
 QK0006
 QK0006                          STATION DESCRIPTION
 QK0006
 QK0006'DESCRIBED BY US LAKE SURVEY 1973
 QK0006'3.7 MI S FROM CHEBOYGAN.
 QK0006'CP 2 IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.7 MILES SOUTHERLY ALONG
 QK0006'HWYS. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN,
 QK0006'THEN SOUTH 0.15 MILE ALONG E. LAPPERELL RD. TO DEAD END ROAD
 QK0006'ON RIGHT, WEST OF CENTER LINE OF E. LAPERELL RD., 15 FEET
 QK0006'SOUTHEAST OF CENTER LINE OF ROAD, 14.1 FEET NORTHEAST OF U.P.
 QK0006'NO. 135, 1.6 FEET NORTHEAST OF SOUTHWEST FACE OF CONCRETE CULVERT,
 QK0006'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 QK0006'INTO THE TOP OF THE CULVERT.  NOTE-- PREV. DESIG. CP 2 1973.
 QK0006
 QK0006                          STATION RECOVERY (1983)
 QK0006
 QK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0207 ***********************************************************************
 QK0207  DESIGNATION -  CP 3
 QK0207  PID         -  QK0207
 QK0207  STATE/COUNTY-  MI/CHEBOYGAN
 QK0207  USGS QUAD   -  WOLVERINE (1986)
 QK0207
 QK0207                         *CURRENT SURVEY CONTROL
 QK0207  ___________________________________________________________________
 QK0207* NAD 83(1986)-  45 32 55.     (N)    084 32 06.     (W)     SCALED    
 QK0207* NAVD 88     -       184.364  (meters)     604.87   (feet)  ADJUSTED  
 QK0207  ___________________________________________________________________
 QK0207  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 QK0207  DYNAMIC HT  -         184.361 (meters)     604.86  (feet)  COMP
 QK0207  MODELED GRAV-     980,597.6   (mgal)                       NAVD 88
 QK0207  OBS GRAVITY -     980,599.7   (mgal)                       GRAV_OBS
 QK0207
 QK0207  VERT ORDER  -  FIRST     CLASS I
 QK0207
 QK0207.The horizontal coordinates were scaled from a topographic map and have
 QK0207.an estimated accuracy of +/- 6 seconds.
 QK0207
 QK0207.The orthometric height was determined by differential leveling
 QK0207.and adjusted by the National Geodetic Survey in June 1991..
 QK0207
 QK0207.The geoid height was determined by GEOID03.
 QK0207
 QK0207.The dynamic height is computed by dividing the NAVD 88
 QK0207.geopotential number by the normal gravity value computed on the
 QK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0207.degrees latitude (g = 980.6199 gals.).
 QK0207
 QK0207.The modeled gravity was interpolated from observed gravity values.
 QK0207.The observed gravity was obtained from relative gravimeter ties
 QK0207.to the IGSN71 gravity network.
 QK0207
 QK0207;                    North         East    Units  Estimated Accuracy
 QK0207;SPC MI C     -   248,030.    5,986,860.      MT  (+/- 180 meters Scaled)
 QK0207
 QK0207                          SUPERSEDED SURVEY CONTROL
 QK0207
 QK0207.No superseded survey control is available for this station.
 QK0207
 QK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR924468(NAD 83)
 QK0207_MARKER: DD = SURVEY DISK
 QK0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0207_SP_SET: CULVERT
 QK0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0207
 QK0207  HISTORY     - Date     Condition        Report By
 QK0207  HISTORY     - 1973     MONUMENTED       USLS
 QK0207  HISTORY     - 1973     GOOD             USLS
 QK0207
 QK0207                          STATION DESCRIPTION
 QK0207
 QK0207'DESCRIBED BY US LAKE SURVEY 1973
 QK0207'5.4 MI NE FROM TOPINABEE.
 QK0207'CP 3 IS ON WEST SIDE OF MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN,
 QK0207'5.4 MILES NORTHEASTERLY ALONG HWY. M-27 FROM MULLETT
 QK0207'TOWNSHIP FIRE HALL IN TOPINABEE, 3.2 MILES NORTHEASTERLY OF
 QK0207'BRIDGE OVER MULLETT CREEK, 215 FEET SOUTHWEST OF CENTER LINE
 QK0207'OF SILVER BEACH RD. 50.0 FEET NORTHWEST OF NORTHWEST RAIL OF PENN
 QK0207'CENTRAL RAILROAD TRACKS, 48 FEET SOUTHEAST OF CENTERLINE OF
 QK0207'HIGHWAY, 0.8 FEET SOUTHWEST OF NORTHEAST FACE OF CONCRETE
 QK0207'CULVERT, 15 FEET BELOW THE HIGHWAY, BEING HIGHEST POINT OVER
 QK0207'CROSS AT CENTER OF BRONZE DISC SET INTO THE CULVERT.
 QK0207'NOTE-- PREV. DESIG. CP 3 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8063 ***********************************************************************
 AA8063  CBN         -  This is a Cooperative Base Network Control Station.
 AA8063  DESIGNATION -  CR 65 1
 AA8063  PID         -  AA8063
 AA8063  STATE/COUNTY-  MI/MACOMB
 AA8063  USGS QUAD   -  MT CLEMENS EAST (1983)
 AA8063
 AA8063                         *CURRENT SURVEY CONTROL
 AA8063  ___________________________________________________________________
 AA8063* NAD 83(1994)-  42 35 42.92990(N)    082 46 35.11606(W)     ADJUSTED  
 AA8063* NAVD 88     -       176.2    (meters)     578.     (feet)  GPS OBS   
 AA8063  ___________________________________________________________________
 AA8063  X           -     591,312.664 (meters)                     COMP
 AA8063  Y           -  -4,665,280.810 (meters)                     COMP
 AA8063  Z           -   4,294,606.115 (meters)                     COMP
 AA8063  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AA8063  ELLIP HEIGHT-         141.41  (meters)          (07/12/02) GPS OBS
 AA8063  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 AA8063
 AA8063  HORZ ORDER  -  B
 AA8063  ELLP ORDER  -  FOURTH    CLASS II
 AA8063
 AA8063.The horizontal coordinates were established by GPS observations
 AA8063.and adjusted by the National Geodetic Survey in September 1995..
 AA8063
 AA8063.The orthometric height was determined by GPS observations and a
 AA8063.high-resolution geoid model.
 AA8063
 AA8063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8063
 AA8063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8063
 AA8063.The ellipsoidal height was determined by GPS observations
 AA8063.and is referenced to NAD 83.
 AA8063
 AA8063.The geoid height was determined by GEOID03.
 AA8063
 AA8063;                    North         East     Units Scale Factor Converg.
 AA8063;SPC MI S     -   122,890.816 4,130,499.761   MT  0.99991960   +1 04 56.0
 AA8063;SPC MI S     -   403,185.09 13,551,508.40   iFT  0.99991960   +1 04 56.0
 AA8063;UTM  17      - 4,717,399.912   354,258.105   MT  0.99986133   -1 12 09.1
 AA8063
 AA8063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8063!SPC MI S     -   0.99997782  x   0.99991960  =   0.99989742
 AA8063!UTM  17      -   0.99997782  x   0.99986133  =   0.99983916
 AA8063
 AA8063                          SUPERSEDED SURVEY CONTROL
 AA8063
 AA8063  ELLIP H (09/20/95)  141.42   (m)                       GP(       ) 1 2
 AA8063
 AA8063.Superseded values are not recommended for survey control.
 AA8063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8063.See file dsdata.txt to determine how the superseded data were derived.
 AA8063
 AA8063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5425817400(NAD 83)
 AA8063_MARKER: DD = SURVEY DISK
 AA8063_SETTING: 0 = UNSPECIFIED SETTING
 AA8063_STAMPING: CR-65-1
 AA8063_MARK LOGO: USE   
 AA8063_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8063+STABILITY: SURFACE MOTION
 AA8063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8063+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2006
 AA8063
 AA8063  HISTORY     - Date     Condition        Report By
 AA8063  HISTORY     - 1965     MONUMENTED       USE
 AA8063  HISTORY     - 19940810 GOOD             NGS
 AA8063  HISTORY     - 19990712 GOOD             USPSQD
 AA8063  HISTORY     - 20030802 GOOD             USPSQD
 AA8063  HISTORY     - 20050202 GOOD             ROWEIN
 AA8063  HISTORY     - 20060808 GOOD             SPALD
 AA8063
 AA8063                          STATION DESCRIPTION
 AA8063
 AA8063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8063'STATION IS LOCATED IN QUAD 420824, ABOUT 5 KM (3.10 MI) EAST OF MT
 AA8063'CLEMENS, IN T 2 N, R 14 E, HARRISON TOWNSHIP, ON THE NORTH BANK OF
 AA8063'CLINTON RIVER, NEAR THE MOUTH OF THE CLINTON RIVER AT SUNSHINE POINT.
 AA8063'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND N RIVER ROAD
 AA8063'(EXIT 237) IN MOUNT CLEMENS, GO EAST ALONG N RIVER ROAD FOR 4.4 MI
 AA8063'(7.1 KM) TO THE EXTREME EAST END WHERE ROAD ENDS AND A SET OF CROSSING
 AA8063'GATES ACROSS ROAD WITH A STOP SIGN AND A DO NOT ENTER SIGN.  PASS
 AA8063'THROUGH CROSSING GATE AND CONTINUE EAST FOR 0.05 MI (0.08 KM) TO A SET
 AA8063'OF WROUGHT IRON GATES ON THE RIGHT WHICH IS THE ENTRANCE TO A VACANT
 AA8063'LOT WITH WROUGHT IRON FENCE AROUND TWO SIDES AND WATER ON THE OTHER
 AA8063'TWO SIDES.  PASS THROUGH THE WROUGHT IRON GATES AND PROCEED
 AA8063'SOUTHEASTERLY ACROSS VACANT LOT FOR 0.05 MI (0.08 KM) TO THE STATION.
 AA8063'STATION IS SET IN A DRILL HOLE IN THE CENTER OF AN 8 FT (2.4 M) BY 8
 AA8063'FT (2.4 M) SLAB OF CONCRETE PROJECTING 0.5 FT (15.2 CM) ABOVE THE
 AA8063'GROUND.  IT IS 4.0 FT (1.2 M) NORTH OF A CARSONITE WITNESS POST, 30.0
 AA8063'FT (9.1 M) NORTH OF THE BANK OF THE CLINTON RIVER AND ABOUT 200.0 FT
 AA8063'(61.0 M) WEST OF THE REAR RANGE LIGHT.
 AA8063
 AA8063                          STATION RECOVERY (1999)
 AA8063
 AA8063'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2003)
 AA8063
 AA8063'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2005)
 AA8063
 AA8063'RECOVERY NOTE BY ROWE INCORPORATED 2005 (RAF)
 AA8063'RECOVERED IN GOOD CONDITION.
 AA8063
 AA8063                          STATION RECOVERY (2006)
 AA8063
 AA8063'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 AA8063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0350 ***********************************************************************
 QJ0350  DESIGNATION -  CRAB UDP+230
 QJ0350  PID         -  QJ0350
 QJ0350  STATE/COUNTY-  MI/CHIPPEWA
 QJ0350  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0350
 QJ0350                         *CURRENT SURVEY CONTROL
 QJ0350  ___________________________________________________________________
 QJ0350* NAD 83(1994)-  45 57 53.96445(N)    083 52 51.77260(W)     ADJUSTED  
 QJ0350* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 QJ0350  ___________________________________________________________________
 QJ0350  X           -     473,402.529 (meters)                     COMP
 QJ0350  Y           -  -4,415,914.475 (meters)                     COMP
 QJ0350  Z           -   4,562,645.627 (meters)                     COMP
 QJ0350  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 QJ0350  ELLIP HEIGHT-         142.05  (meters)          (02/03/97) GPS OBS
 QJ0350  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 QJ0350
 QJ0350  HORZ ORDER  -  FIRST
 QJ0350  ELLP ORDER  -  FOURTH    CLASS I
 QJ0350
 QJ0350.The horizontal coordinates were established by GPS observations
 QJ0350.and adjusted by the National Geodetic Survey in February 1997..
 QJ0350
 QJ0350.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0350
 QJ0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0350
 QJ0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0350
 QJ0350.The ellipsoidal height was determined by GPS observations
 QJ0350.and is referenced to NAD 83.
 QJ0350
 QJ0350.The geoid height was determined by GEOID03.
 QJ0350
 QJ0350;                    North         East     Units Scale Factor Converg.
 QJ0350;SPC MI N     -   136,089.293 8,241,674.550   MT  0.99991838   +2 15 15.6
 QJ0350;SPC MI N     -   446,487.18 27,039,614.67   iFT  0.99991838   +2 15 15.6
 QJ0350;UTM  17      - 5,094,194.093   276,776.191   MT  1.00021261   -2 04 19.5
 QJ0350
 QJ0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0350!SPC MI N     -   0.99997773  x   0.99991838  =   0.99989611
 QJ0350!UTM  17      -   0.99997773  x   1.00021261  =   1.00019034
 QJ0350
 QJ0350                          SUPERSEDED SURVEY CONTROL
 QJ0350
 QJ0350  NAD 83(1986)-  45 57 53.95165(N)    083 52 51.76557(W) AD(       ) 1
 QJ0350  NGVD 29 (05/22/90)  178.9    (m)          587.     (f) GPS OBS        
 QJ0350
 QJ0350.Superseded values are not recommended for survey control.
 QJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0350.See file dsdata.txt to determine how the superseded data were derived.
 QJ0350
 QJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7677694194(NAD 83)
 QJ0350_MARKER: DS = TRIANGULATION STATION DISK
 QJ0350_SETTING: 80 = SET IN A BOULDER
 QJ0350_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QJ0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0350+STABILITY: SURFACE MOTION
 QJ0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0350+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0350
 QJ0350  HISTORY     - Date     Condition        Report By
 QJ0350  HISTORY     - 1988     MONUMENTED       USE
 QJ0350
 QJ0350                          STATION DESCRIPTION
 QJ0350
 QJ0350'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0350'THE STATION IS LOCATED ABOUT 69.2 KM (43.0 MI) SOUTH-SOUTHEAST OF
 QJ0350'SAULT STE MARIE
 QJ0350'63.2 KM (39.3 MI) EAST-SOUTHEAST OF RUDYARD
 QJ0350'3.7 KM (2.3 MI) SOUTHEAST OF DETOUR VILLAGE
 QJ0350'AT THE SOUTHWEST MOST TIP OF DRUMMOND ISLAND (ON CRAB ISLAND) IN
 QJ0350'GOVT LOT 2, SEC 12, T41N-R4E.
 QJ0350'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 QJ0350'
 QJ0350'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0350'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134
 QJ0350'TO THE PUBLIC BOAT LAUNCH. TRAVEL BY BOAT ACROSS THE ST MARYS RIVER
 QJ0350'AND DOWNRIVER TO THE SOUTHWEST POINT OF THE  ISLAND AND THE STATION
 QJ0350'ON A LARGE ROCK OUTCROP.
 QJ0350'
 QJ0350'THE STATION IS A STANDARD COE DISK
 QJ0350'STAMPED---UPD+230---,
 QJ0350'SET INTO  A LARGE BOULDER
 QJ0350'ON THE WEST SIDE OF CRAB ISLAND.
 QJ0350'
 QJ0350'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0628 ***********************************************************************
 RK0628  DESIGNATION -  CRAFT
 RK0628  PID         -  RK0628
 RK0628  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0628  USGS QUAD   -  
 RK0628
 RK0628                         *CURRENT SURVEY CONTROL
 RK0628  ___________________________________________________________________
 RK0628* NAD 83(1994)-  46 01 11.24632(N)    086 16 12.92526(W)     ADJUSTED  
 RK0628* NAVD 88     -       213.7    (meters)     701.     (feet)  VERTCON   
 RK0628  ___________________________________________________________________
 RK0628  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 RK0628  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 RK0628
 RK0628  HORZ ORDER  -  SECOND
 RK0628
 RK0628.The horizontal coordinates were established by classical geodetic methods
 RK0628.and adjusted by the National Geodetic Survey in February 1997..
 RK0628
 RK0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0628
 RK0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0628
 RK0628.The geoid height was determined by GEOID03.
 RK0628
 RK0628;                    North         East     Units Scale Factor Converg.
 RK0628;SPC MI N     -   137,684.947 8,056,502.457   MT  0.99991352   +0 31 38.8
 RK0628;SPC MI N     -   451,722.27 26,432,094.68   iFT  0.99991352   +0 31 38.8
 RK0628;UTM  16      - 5,096,505.220   556,485.487   MT  0.99963922   +0 31 30.4
 RK0628
 RK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0628!SPC MI N     -   0.99997203  x   0.99991352  =   0.99988555
 RK0628!UTM  16      -   0.99997203  x   0.99963922  =   0.99961126
 RK0628
 RK0628|---------------------------------------------------------------------|
 RK0628| PID    Reference Object                     Distance      Geod. Az  |
 RK0628|                                                           dddmmss.s |
 RK0628| CH1015 CRAFT RM 1                           28.335 METERS 12129     |
 RK0628| QL0599 MANISTIQUE MUN WATER TOWER          APPROX. 6.5 KM 1662440.0 |
 RK0628| CH1014 CRAFT AZ MK                                        1800604.2 |
 RK0628| CH1016 CRAFT RM 2                           29.741 METERS 23701     |
 RK0628|---------------------------------------------------------------------|
 RK0628
 RK0628                          SUPERSEDED SURVEY CONTROL
 RK0628
 RK0628  NAD 83(1986)-  46 01 11.24040(N)    086 16 12.92126(W) AD(       ) 2
 RK0628  NAD 27      -  46 01 11.34887(N)    086 16 12.39304(W) AD(       ) 2
 RK0628  NGVD 29 (07/19/86)  213.7    (m)          701.     (f) VERT ANG       
 RK0628
 RK0628.Superseded values are not recommended for survey control.
 RK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0628.See file dsdata.txt to determine how the superseded data were derived.
 RK0628
 RK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5648596505(NAD 83)
 RK0628_MARKER: DS = TRIANGULATION STATION DISK
 RK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0628_STAMPING: CRAFT 1965
 RK0628_MARK LOGO: CGS   
 RK0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0628+STABILITY: SURFACE MOTION
 RK0628
 RK0628  HISTORY     - Date     Condition        Report By
 RK0628  HISTORY     - 1965     MONUMENTED       CGS
 RK0628  HISTORY     - 1977     GOOD             MIDH
 RK0628  HISTORY     - 1977     GOOD             NGS
 RK0628  HISTORY     - 19950207 GOOD             LOCENG
 RK0628
 RK0628                          STATION DESCRIPTION
 RK0628
 RK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0628'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHWEST OF
 RK0628'MANISTIQUE, 2.0 MILES EAST OF INDIAN LAKE, 0.05 MILE EAST OF STATE
 RK0628'HIGHWAY 94, IN SECTION 23, T. 42 N., R. 16 W., AND ON PROPERTY
 RK0628'OWNED BY MR. FLOYD SWEARENGER.
 RK0628'
 RK0628'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 RK0628'HIGHWAY 94 AT THE NORTHWEST EDGE OF MANISTIQUE, GO NORTH ON STATE
 RK0628'HIGHWAY 94 FOR 2.9 MILES TO THE HIAWATHA SCHOOL ON THE LEFT.
 RK0628'CONTINUE NORTH ON STATE HIGHWAY 94 FOR 1.0 MILE TO A SIDE ROAD RIGHT.
 RK0628'(NOTE-- TO REACH THE AZIMUTH MARK FROM THIS POINT TURN RIGHT AND GO
 RK0628'EAST ON A SAND ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 RK0628'CONTINUE NORTH ON STATE HIGHWAY 94 FOR 0.5 MILE TO A SIDE ROAD
 RK0628'RIGHT.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.05 MILE
 RK0628'TO THE STATION ON THE LEFT.
 RK0628'
 RK0628'THE STATION MARKS ARE STANDARD DISKS STAMPED CRAFT 1965.  THE SURFACE
 RK0628'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 RK0628'IT IS 96 FEET NORTHEAST OF A POWER POLE, 75 FEET NORTH OF THE
 RK0628'CENTER OF A GRAVEL ROAD, 57 FEET NORTHWEST OF A 36-INCH MAPLE TREE,
 RK0628'51 FEET EAST OF A WIRE FENCE AND 5.4 FEET SOUTH OF A METAL WITNESS
 RK0628'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RK0628'26 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0628'
 RK0628'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRAFT NO 1 1965, IS SET
 RK0628'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 54 FEET
 RK0628'EAST OF THE 36-INCH MAPLE TREE AND 25 FEET NORTH OF THE CENTER OF
 RK0628'THE GRAVEL ROAD.
 RK0628'
 RK0628'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRAFT NO 2 1965, IS SET
 RK0628'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 108
 RK0628'FEET WEST OF THE 36-INCH MAPLE TREE, 30 FEET WEST OF THE WIRE FENCE,
 RK0628'23 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD AND 3.5 FEET NORTH
 RK0628'OF THE POWER POLE.
 RK0628'
 RK0628'AZIMUTH MARK, A STANDARD DISK STAMPED CRAFT 1965, IS SET IN A ROUND
 RK0628'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 49 FEET SOUTH OF A
 RK0628'FENCE CORNER, 25 FEET SOUTH OF THE CENTER OF A SAND ROAD, 1.5 FEET
 RK0628'NORTH OF A WIRE FENCE AND 1.4 FEET EAST OF A METAL WITNESS POST.
 RK0628'
 RK0628'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0628
 RK0628                          STATION RECOVERY (1977)
 RK0628
 RK0628'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 RK0628'THE STATION MARK, REFERENCE MARKS 1 AND 2 , AND THE AZIMUTH MARK WERE
 RK0628'RECOVERED IN GOOD CONDITION.
 RK0628
 RK0628                          STATION RECOVERY (1977)
 RK0628
 RK0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 RK0628'LARGE TREES ON LINE RM 1 TO RM 2.
 RK0628'
 RK0628'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 RK0628'CONDITION AND AS DESCRIBED.  THE STATION WAS OCCUPIED TO SEE IF IT
 RK0628'HAD MOVED.  THE REFERENCE MARKS DISTANCE CHECKED AS DID THE
 RK0628'DIRECTION.  THE DESCRIPTION IS ADEQUATE TO RECOVER THE STATION
 RK0628'WITH THE ADDITION OF A METAL WITNESS POST SET 5 FEET NORTH OF THE
 RK0628'STATION.  A METAL WITNESS POST 1 FOOT EAST OF REFERENCE MARK 1
 RK0628'AND ONE SET 1 FOOT WEST OF THE AZIMUTH MARK.
 RK0628'
 RK0628'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RK0628'
 RK0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 RK0628'NORTH-NORTHWEST MANISTIQUE.
 RK0628
 RK0628                          STATION RECOVERY (1995)
 RK0628
 RK0628'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0628'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1216 ***********************************************************************
 RJ1216  DESIGNATION -  CRANBERRY USLS 1918
 RJ1216  PID         -  RJ1216
 RJ1216  STATE/COUNTY-  MI/MACKINAC
 RJ1216  USGS QUAD   -  ENGADINE (1973)
 RJ1216
 RJ1216                         *CURRENT SURVEY CONTROL
 RJ1216  ___________________________________________________________________
 RJ1216* NAD 83(1994)-  46 02 50.76607(N)    085 34 39.51633(W)     ADJUSTED  
 RJ1216* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 RJ1216  ___________________________________________________________________
 RJ1216  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 RJ1216  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ1216
 RJ1216  HORZ ORDER  -  FIRST
 RJ1216
 RJ1216.The horizontal coordinates were established by classical geodetic methods
 RJ1216.and adjusted by the National Geodetic Survey in February 1997..
 RJ1216
 RJ1216.The orthometric height was scaled from a topographic map.
 RJ1216
 RJ1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1216
 RJ1216.The geoid height was determined by GEOID03.
 RJ1216
 RJ1216;                    North         East     Units Scale Factor Converg.
 RJ1216;SPC MI N     -   141,484.861 8,110,070.583   MT  0.99991141   +1 01 41.0
 RJ1216;SPC MI N     -   464,189.18 26,607,843.12   iFT  0.99991141   +1 01 41.0
 RJ1216;UTM  16      - 5,100,301.289   610,041.811   MT  0.99974886   +1 01 26.7
 RJ1216
 RJ1216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1216!SPC MI N     -   0.99997726  x   0.99991141  =   0.99988867
 RJ1216!UTM  16      -   0.99997726  x   0.99974886  =   0.99972612
 RJ1216
 RJ1216:                Primary Azimuth Mark                     Grid Az
 RJ1216:SPC MI N     -  BIDDLE                                   077 32 59.2
 RJ1216:UTM  16      -  BIDDLE                                   077 33 13.5
 RJ1216
 RJ1216|---------------------------------------------------------------------|
 RJ1216| PID    Reference Object                     Distance      Geod. Az  |
 RJ1216|                                                           dddmmss.s |
 RJ1216| RJ1185 BIDDLE                              APPROX.15.7 KM 0783440.2 |
 RJ1216|---------------------------------------------------------------------|
 RJ1216
 RJ1216                          SUPERSEDED SURVEY CONTROL
 RJ1216
 RJ1216  NAD 83(1986)-  46 02 50.76090(N)    085 34 39.51243(W) AD(       ) 1
 RJ1216  NAD 27      -  46 02 50.79862(N)    085 34 39.13620(W) AD(       ) 1
 RJ1216
 RJ1216.Superseded values are not recommended for survey control.
 RJ1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1216.See file dsdata.txt to determine how the superseded data were derived.
 RJ1216
 RJ1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1004200301(NAD 83)
 RJ1216_MARKER: Z = SEE DESCRIPTION
 RJ1216_SETTING: 0 = UNSPECIFIED SETTING
 RJ1216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1216
 RJ1216  HISTORY     - Date     Condition        Report By
 RJ1216  HISTORY     - 1918     MONUMENTED       USLS
 RJ1216  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RJ1216  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1216  HISTORY     - 19950816 GOOD             USPSQD
 RJ1216
 RJ1216                          STATION DESCRIPTION
 RJ1216
 RJ1216'DESCRIBED BY US LAKE SURVEY 1918
 RJ1216'ABOUT 7 MILES NORTHEAST OF POINT PATTERSON, ON CRANBERRY POINT, ON
 RJ1216'NORTH SHORE OF LAKE MICHIGAN,
 RJ1216'ON TOP OF SANDY RIDGE NEAR SOUTHERLY SIDE OF LONG ROUNDED POINT,
 RJ1216'250 METERS (820 FEET) SOUTH OF
 RJ1216'MOUTH OF CREEK, 105 FEET FROM WATERS EDGE, 40
 RJ1216'FEET FROM HIGH-WATER LINE, 74.4 FEET NORTHEAST,
 RJ1216'35.7 FEET SOUTHEAST, AND 137 FEET
 RJ1216'SOUTHWEST OF THREE BLAZED 8-INCH JACK PINE TREES.  MARKED BY BRASS
 RJ1216'BOLT IN CONCRETE, FLUSH WITH
 RJ1216'SURFACE OF GROUND AND MARKED U.S. 1918.
 RJ1216
 RJ1216                          STATION RECOVERY (1964)
 RJ1216
 RJ1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 RJ1216'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 RJ1216'GOOD CONDITION.
 RJ1216'
 RJ1216'THE ORIGINAL DESCRIPTION IS INADEQUATE.  A COMPLETE NEW DESCRIPTION
 RJ1216'FOLLOWS.
 RJ1216'
 RJ1216'THE STATION IS LOCATED ON THE NORTH SHORE OF LAKE MICHIGAN, ABOUT 6
 RJ1216'1/2 MILES SOUTHEAST OF
 RJ1216'GOULD CITY, 6-3/4 MILE NORTHEAST OF POINT PATTERSON AND 6-1/2 MILES
 RJ1216'SOUTHWEST OF NAUBINWAY, ON TOP
 RJ1216'OF A SANDY RIDGE (THE SECOND RIDGE FROM THE EXTREME
 RJ1216'HIGH WATER LINE), 820 FEET SOUTH OF THE MOUTH OF
 RJ1216'A SMALL CREEK, 38 FEET NORTHWEST
 RJ1216'OF AN 8-INCH JACK PINE TREE WITH A TRIANGULAR BLAZE AND 14 FEET
 RJ1216'EAST-NORTHEAST OF A SMALL JACK
 RJ1216'PINE WITH A TRIANGULAR BLAZE.  THE STATION IS MARKED BY A BRASS BOLT
 RJ1216'IN A CONCRETE MONUMENT FLUSH WITH
 RJ1216'THE GROUND AND IT HAS US 1918 ETCHED IN THE TOP.  (THE
 RJ1216'STATION IS BY A 3-FOOT CEDAR POST.)
 RJ1216'
 RJ1216'REFERENCE MARK 1 IS 93.55 FEET NORTHEAST OF THE STATION AND ON THE
 RJ1216'SAME SAND RIDGE, 42 FEET
 RJ1216'NORTH-NORTHWEST OF A 6-INCH PINE TREE WITH A TRIANGULAR BLAZE AND 41
 RJ1216'1/2 FEET NORTHEAST OF THE
 RJ1216'NORTHEAST ONE OF TWO JACK PINE TREES.  IT IS A STANDARD (USE)
 RJ1216'REFERENCE MARK DISK, SET IN THE TOP
 RJ1216'OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES AND THE DISK
 RJ1216'IS STAMPED CRANBERRY NO 1 1918 93.55 FEET.
 RJ1216'
 RJ1216'REFERENCE MARK NO. 2 IS 76.03 FEET SOUTHEAST OF THE STATION, ON THE
 RJ1216'FIRST SAND RIDGE BETWEEN
 RJ1216'THE STATION AND LAKE SHORE.  IT IS A STANDARD (USE) REFERENCE MARK
 RJ1216'DISK SET IN THE TOP OF A 6-INCH
 RJ1216'CONCRETE POST WHICH PROJECTS 8 INCHES AND THE DISK IS
 RJ1216'STAMPED CRANBERRY NO 2 1918, 76.03 FEET.
 RJ1216'
 RJ1216'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 117 WITH U.S.
 RJ1216'HIGHWAY 2, 1 MILE SOUTH OF
 RJ1216'ENGADINE, GO WEST ON HIGHWAY 2 FOR 1.45 MILES TO A SIDE ROAD LEFT.
 RJ1216'TURN LEFT AND GO SOUTHERLY ON BIG
 RJ1216'KNOB ROAD FOR 6.0 MILES TO THE END OF THE ROAD AT LAKE
 RJ1216'MICHIGAN.  PASS THROUGH THE DUNE LINE (4-WHEEL
 RJ1216'DRIVE VEHICLES ONLY), TURN LEFT AND GO
 RJ1216'NORTHEAST, UP THE SHORELINE, FOR APPROXIMATELY 1 MILE TO THE
 RJ1216'STATION ON THE LEFT, ON THE
 RJ1216'SECOND RIDGE NORTHWEST OF THE BEACH.
 RJ1216
 RJ1216                          STATION RECOVERY (1973)
 RJ1216
 RJ1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1216'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1216'ANGLES AND
 RJ1216'DISTANCES MEASURED O.K.
 RJ1216'ORIGINAL DESCRIPTION
 RJ1216'ADEQUATE.
 RJ1216'
 RJ1216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 6-1/2 MI.
 RJ1216'SE OF GOULD CITY.
 RJ1216
 RJ1216                          STATION RECOVERY (1995)
 RJ1216
 RJ1216'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0793 ***********************************************************************
 QK0793  DESIGNATION -  CRANE USLS 1902
 QK0793  PID         -  QK0793
 QK0793  STATE/COUNTY-  MI/EMMET
 QK0793  USGS QUAD   -  
 QK0793
 QK0793                         *CURRENT SURVEY CONTROL
 QK0793  ___________________________________________________________________
 QK0793* NAD 83(1994)-  45 45 53.33202(N)    085 04 13.52841(W)     ADJUSTED  
 QK0793* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0793  ___________________________________________________________________
 QK0793  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 QK0793  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0793
 QK0793  HORZ ORDER  -  FIRST
 QK0793
 QK0793.The horizontal coordinates were established by classical geodetic methods
 QK0793.and adjusted by the National Geodetic Survey in February 1997..
 QK0793
 QK0793.The orthometric height was scaled from a topographic map.
 QK0793
 QK0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0793
 QK0793.The geoid height was determined by GEOID03.
 QK0793
 QK0793;                    North         East     Units Scale Factor Converg.
 QK0793;SPC MI C     -   272,285.977 5,945,253.914   MT  1.00001564   -0 29 49.7
 QK0793;SPC MI C     -   893,326.70 19,505,426.23   iFT  1.00001564   -0 29 49.7
 QK0793;UTM  16      - 5,069,727.854   650,042.535   MT  0.99987678   +1 22 57.9
 QK0793
 QK0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0793!SPC MI C     -   0.99997730  x   1.00001564  =   0.99999294
 QK0793!UTM  16      -   0.99997730  x   0.99987678  =   0.99985408
 QK0793
 QK0793:                Primary Azimuth Mark                     Grid Az
 QK0793:SPC MI C     -  GOODHART                                 181 57 53.6
 QK0793:UTM  16      -  GOODHART                                 180 05 06.0
 QK0793
 QK0793|---------------------------------------------------------------------|
 QK0793| PID    Reference Object                     Distance      Geod. Az  |
 QK0793|                                                           dddmmss.s |
 QK0793| QK0800 GOODHART                            APPROX.19.4 KM 1812803.9 |
 QK0793|---------------------------------------------------------------------|
 QK0793
 QK0793                          SUPERSEDED SURVEY CONTROL
 QK0793
 QK0793  NAD 83(1986)-  45 45 53.32619(N)    085 04 13.52723(W) AD(       ) 1
 QK0793  NAD 27      -  45 45 53.29000(N)    085 04 13.29200(W) AD(       ) 1
 QK0793
 QK0793.Superseded values are not recommended for survey control.
 QK0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0793.See file dsdata.txt to determine how the superseded data were derived.
 QK0793
 QK0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5004369728(NAD 83)
 QK0793
 QK0793  HISTORY     - Date     Condition        Report By
 QK0793  HISTORY     - 1902     MONUMENTED       CGS
 QK0793  HISTORY     - 1918     SEE DESCRIPTION  USLS
 QK0793  HISTORY     - 1965     SEE DESCRIPTION  USLS
 QK0793
 QK0793                          STATION DESCRIPTION
 QK0793
 QK0793'DESCRIBED BY US LAKE SURVEY 1918
 QK0793'ON WAUGOSHANCE OR CRANE ISLAND, ABOUT 500 FEET FROM NORTH SIDE AND
 QK0793'1,200 FEET FROM WEST END,
 QK0793'CROSS VILLAGE TOWNSHIP.  MARK IS 1/2-INCH BRASS TUBE IN CONCRETE
 QK0793'BLOCK, INSCRIBED U.S. 1902, 2
 QK0793'FEET BELOW SURFACE OF GROUND.  ONE CONCRETE REFERENCE
 QK0793'MONUMENT IS ON LINE TO WAUGOSHANCE LIGHTHOUSE,
 QK0793'JUST INSIDE TIMBER LINE ON
 QK0793'NORTH SHORE, AND 460 FEET FROM STATION, ANOTHER IS JUST OFF
 QK0793'RIDGE, AND 25-1/4 FEET WEST OF STATION.
 QK0793
 QK0793                          STATION RECOVERY (1965)
 QK0793
 QK0793'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0793'STATION IS LOCATED ON WESTERN END AND NORTH SIDE OF WAUGOSHANCE
 QK0793'ISLAND.  TO REACH
 QK0793'STATION PACE ABOUT 1,200 FT. FROM THE WESTERLY END OF THE ISLAND TO A
 QK0793'3 FOOT HIGH STONE CAIRN WHICH IS 15
 QK0793'FEET FROM THE TREE LINE AND ABOUT 200 FEET FROM WATERS EDGE.
 QK0793'REFERENCE MONUMENT IS 50 FEET SOUTHERLY OF
 QK0793'THE CAIRN INSIDE THE TREE LINE ON A SMALL
 QK0793'RIDGE, THEN PACE 460 FEET SOUTHERLY OF THE REFERENCE
 QK0793'MONUMENT, KEEPING THE REFERENCE
 QK0793'MONUMENT AND WAUGOSHANCE LIGHTHOUSE IN RANGE, TO A SMALL CLEARING ON
 QK0793'LOW GRASSY RIDGE WHERE THE STATION
 QK0793'IS LOCATED.
 QK0793'
 QK0793'ONE REFERENCE MONUMENT LIES 460 FEET NORTH OF THE STATION AND IS A 12
 QK0793'INCH BY 12 INCH BY 3 FOOT CONCRETE BLOCK
 QK0793'MARKED U. S. 1902 (9 INCHES ABOVE GROUND.)
 QK0793'
 QK0793'ANOTHER REFERENCE MONUMENT IS 25-1/4 FEET WEST OF THE STATION JUST
 QK0793'OFF THE RIDGE AND IS A 12 INCH BY 12
 QK0793'INCH BY 3 FOOT CONCRETE BLOCK MARKED U. S. 1902 (9 INCHES ABOVE
 QK0793'GROUND.)
 QK0793'
 QK0793'THE STATION IS A 1/2 INCH BRASS TUBE IN A 12 INCH BY 12 INCH BY 3
 QK0793'FOOT CONCRETE BLOCK MARKED U. S.  1902, 2 FEET
 QK0793'BELOW THE GROUND SURFACE AND IS 6.3 FEET WEST OF A TRIANGLE BLAZE IN
 QK0793'A 6 INCH BALSAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0432 ***********************************************************************
 PL0432  DESIGNATION -  CRAWFORD
 PL0432  PID         -  PL0432
 PL0432  STATE/COUNTY-  MI/CRAWFORD
 PL0432  USGS QUAD   -  ELDORADO (1963)
 PL0432
 PL0432                         *CURRENT SURVEY CONTROL
 PL0432  ___________________________________________________________________
 PL0432* NAD 83(1994)-  44 31 00.17991(N)    084 23 18.03776(W)     ADJUSTED  
 PL0432* NAVD 88     -       446.6    (meters)    1465.     (feet)  GPS OBS   
 PL0432  ___________________________________________________________________
 PL0432  X           -     445,480.771 (meters)                     COMP
 PL0432  Y           -  -4,533,866.740 (meters)                     COMP
 PL0432  Z           -   4,449,501.773 (meters)                     COMP
 PL0432  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 PL0432  ELLIP HEIGHT-         411.98  (meters)          (07/17/02) GPS OBS
 PL0432  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0432
 PL0432  HORZ ORDER  -  FIRST
 PL0432  ELLP ORDER  -  FOURTH    CLASS I
 PL0432
 PL0432.The horizontal coordinates were established by classical geodetic methods
 PL0432.and adjusted by the National Geodetic Survey in February 1997..
 PL0432
 PL0432.The orthometric height was determined by GPS observations and a
 PL0432.high-resolution geoid model.
 PL0432
 PL0432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0432
 PL0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0432
 PL0432.The ellipsoidal height was determined by GPS observations
 PL0432.and is referenced to NAD 83.
 PL0432
 PL0432.The geoid height was determined by GEOID03.
 PL0432
 PL0432;                    North         East     Units Scale Factor Converg.
 PL0432;SPC MI C     -   133,350.479 5,998,276.621   MT  0.99994027   -0 00 55.1
 PL0432;SPC MI C     -   437,501.57 19,679,385.24   iFT  0.99994027   -0 00 55.1
 PL0432;UTM  16      - 4,932,583.871   707,562.772   MT  1.00012984   +1 49 54.2
 PL0432
 PL0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0432!SPC MI C     -   0.99993541  x   0.99994027  =   0.99987568
 PL0432!UTM  16      -   0.99993541  x   1.00012984  =   1.00006524
 PL0432
 PL0432:                Primary Azimuth Mark                     Grid Az
 PL0432:SPC MI C     -  MACK LAKE LOOKOUT TOWER                  065 36 25.5
 PL0432:UTM  16      -  MACK LAKE LOOKOUT TOWER                  063 45 36.2
 PL0432
 PL0432|---------------------------------------------------------------------|
 PL0432| PID    Reference Object                     Distance      Geod. Az  |
 PL0432|                                                           dddmmss.s |
 PL0432| PL0426 MACK LAKE LOOKOUT TOWER             APPROX.27.0 KM 0653530.4 |
 PL0432| CH1017 CRAWFORD RM 1                        11.530 METERS 09902     |
 PL0432| PL0446 ROSE CITY LOOKOUT TOWER             APPROX.18.2 KM 1200018.0 |
 PL0432| PL0456 INDIAN                              APPROX.24.1 KM 1812040.0 |
 PL0432| CH1018 CRAWFORD RM 2                        10.560 METERS 21646     |
 PL0432| PL0491 GRASS LAKE LOOKOUT TOWER            APPROX.38.0 KM 2702208.1 |
 PL0432| PL0431 ROSCOMMON LOOKOUT TOWER             APPROX. 8.0 KM 2784224.9 |
 PL0432| PL0492 PORTAGE LAKE TOWER                  APPROX.33.3 KM 2820101.5 |
 PL0432|---------------------------------------------------------------------|
 PL0432
 PL0432                          SUPERSEDED SURVEY CONTROL
 PL0432
 PL0432  NAD 83(1986)-  44 31 00.17509(N)    084 23 18.05079(W) AD(       ) 1
 PL0432  NAD 27      -  44 31 00.11201(N)    084 23 17.99081(W) AD(       ) 1
 PL0432
 PL0432.Superseded values are not recommended for survey control.
 PL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0432.See file dsdata.txt to determine how the superseded data were derived.
 PL0432
 PL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0756332584(NAD 83)
 PL0432_MARKER: DS = TRIANGULATION STATION DISK
 PL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0432_SP_SET: SQUARE CONCRETE MONUMENT
 PL0432_STAMPING: CRAWFORD 1932
 PL0432_MARK LOGO: CGS   
 PL0432_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0432+STABILITY: SURFACE MOTION
 PL0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0432+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 PL0432
 PL0432  HISTORY     - Date     Condition        Report By
 PL0432  HISTORY     - 1932     MONUMENTED       CGS
 PL0432  HISTORY     - 1932     GOOD             CGS
 PL0432  HISTORY     - 1980     POOR             MIDH
 PL0432  HISTORY     - 1990     GOOD             USPSQD
 PL0432  HISTORY     - 19910430 POOR             USFS
 PL0432
 PL0432                          STATION DESCRIPTION
 PL0432
 PL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0432'ABOUT 10 MILES EAST OF
 PL0432'ROSCOMMON, NEAR
 PL0432'SECTION LINE BETWEEN SECS. 35 AND 36, T. 25 N., R. 1 W., ON
 PL0432'FLAT-TOPPED WOODED HILL, NORTHEAST
 PL0432'OF LONE PINE TREE ON FLAT PLACE AT TOP OF HILL, 2.8
 PL0432'METERS (9 FEET) SOUTHEAST OF TRIANGULAR BLAZE ON
 PL0432'8-INCH SCRUB OAK TREE, AND 2.4
 PL0432'METERS (8 FEET) SOUTH OF BLAZE ON 4-INCH SCRUB OAK TREE.  TO REACH
 PL0432'FROM ROSCOMMON FOLLOW ROUTE
 PL0432'M-76 EAST 7.2 MILES, PROCEED SOUTH 1.0 MILE TO JUNCTION WITH COUNTY
 PL0432'ROAD 28 WHICH IS DIRT AND
 PL0432'GRAVEL ROAD TO EAST, FOLLOW EAST 1.0 MILE TO DIRT ROAD TO
 PL0432'NORTH, PROCEED NORTH 0.5 MILE TO FORK NEAR
 PL0432'MAIL BOX, TAKE RIGHT-HAND ROAD NORTHEAST
 PL0432'1.1 MILES TO CROSSROADS AT CORNER OF SECTIONS 34, 35, 3, 2
 PL0432'WHICH IS INDICATED BY STAKE AT
 PL0432'CORNER OF FENCE ON SOUTH SIDE OF ROAD, FOLLOW SANDY ROAD EAST ALONG
 PL0432'FENCE 0.9 MILE TO A GALVANIZED
 PL0432'IRON BUILDING ON SOUTH WHICH IS KNOWN AS THE STEAM HEAT LODGE,
 PL0432'TAKE DIM ROAD ABOUT 30 METERS (98
 PL0432'FEET) EAST OF LODGE, FOLLOW NORTHEAST 0.6 MILE TO
 PL0432'BLAZES ON TREES AT END OF ROAD, TURN LEFT, AND
 PL0432'FOLLOW BLAZED PATCH UP HILL NORTHWEST
 PL0432'ABOUT 500 METERS (1,640 FEET) TO STATION SITE.  HILL CAN BE
 PL0432'IDENTIFIED BY VERY TALL PINE
 PL0432'TREE ON TOP WHICH STICKS UP ABOVE SURROUNDING TREES.  SURFACE AND
 PL0432'UNDERGROUND MARKS ARE STANDARD
 PL0432'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 PL0432'UPPER MARK PROJECTS 6 INCHES.
 PL0432'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 PL0432'CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4 INCHES, IS
 PL0432'2 METERS (7 FEET) SOUTH OF 6-INCH
 PL0432'SCRUB OAK TREE, 1 METER (3 FEET) NORTH OF 5-INCH SCRUB OAK TREE,
 PL0432'AND IS 11.53 METERS (37.8 FEET)
 PL0432'FROM STATION IN AZIMUTH 279 DEG 02 MIN.  NO. 2 PROJECTS 3 INCHES, IS
 PL0432'1 METER (3 FEET) NORTH OF 6-INCH SCRUB
 PL0432'OAK TREE, AND 10.56 METERS (34.6 FEET) FROM STATION IN
 PL0432'AZIMUTH 36 DEG 46 MIN.  LONE PINE TREE IS
 PL0432'APPROXIMATELY 50 METERS (164 FEET) FROM
 PL0432'STATION IN AZIMUTH 32 DEG 01 MIN.  IN 1934 IT WAS REPORTED
 PL0432'BY A HUNTER THAT DISKS WERE MISSING
 PL0432'FROM REFERENCE MARKS.
 PL0432
 PL0432                          STATION RECOVERY (1932)
 PL0432
 PL0432'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0432'RECOVERED IN GOOD CONDITION.
 PL0432
 PL0432                          STATION RECOVERY (1980)
 PL0432
 PL0432'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0432'THE STATION MARK, AND REFERENCE MARK 1 AND 2 WERE RECOVERED.  THE
 PL0432'STATION MARK MONUMENT IS CRACKED AND CHIPPED BUT THE DISK IS SOLID.
 PL0432'THE REFERENCE MARK 1 AND 2 MONUMENTS ARE CRACKED AND CHIPPED AND BOTH
 PL0432'DISKS ARE MISSING.  FOLLOWING IS A NEW TO REACH.
 PL0432'
 PL0432'TO REACH THE STATION FROM ROSCOMMON AT THE INTERSECTION OF M18 AND OLD
 PL0432'M76, GO NORTHEAST AND EAST ON M18 6.55 MILES, TO WHERE M18 CURVES BACK
 PL0432'NORTH AND COUNTY ROAD 602 GOES EAST.  CONTINUE EAST ON 602 0.85 MILE,
 PL0432'WHERE COUNTY ROAD 602 TURNS SOUTH.  CONTINUE STRAIGHT AHEAD, EAST ON
 PL0432'PAVEMENT AND GRAVEL 2 MILES TO F97 INTERSECTION.  CONTINUE STRAIGHT
 PL0432'AHEAD EAST 1 MILE TO A TWO TRACK WOODS ROAD, ABOUT 100 FEET PAST A
 PL0432'CORRUGATED METAL BUILDING ON THE SOUTH SIDE OF ROAD, THE STEAM HEAT
 PL0432'HUNTING LODGE, TURN LEFT AND GO NORTHEAST ON TWO TRACK 0.6 MILE, PARK
 PL0432'TRUCK AND PACK NORTHWEST ABOUT 1250 FEET TO TOP OF HILL AND STATION.
 PL0432
 PL0432                          STATION RECOVERY (1990)
 PL0432
 PL0432'RECOVERY NOTE BY US POWER SQUADRON 1990 (NC)
 PL0432'RECOVERED IN GOOD CONDITION.
 PL0432
 PL0432                          STATION RECOVERY (1991)
 PL0432
 PL0432'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0432'FROM THE INTERSECTION OF M-18 AND M-76 IN DOWNTOWN ROSCOMMON PROCEED
 PL0432'NORTHEASTERLY ALONG M-18, 6.6 MI (10.6 KM) TO A Y IN THE ROAD, WHERE
 PL0432'M-18 HEADS NORTHEAST AND THE ROSCOMMON-CRAWFORD COUNTY LINE CONTINUES
 PL0432'EAST, GO EAST 0.8 MI (1.3 KM) TO THE INTERSECTION OF KENO ROAD AND
 PL0432'SILSBY ROAD ALSO SPELLED SILBY, ON THE COUNTY LINE, GO EAST 2.0 MI
 PL0432'(3.2 KM) TO CRAWFORD COUNTY ROAD 502 (ALSO KNOWN AS ROSCOMMON COUNTY
 PL0432'ROAD 600, ST. HELEN ROAD AND HIGHWAY F-97), CONTINUE EAST 1.0 MI (1.6
 PL0432'KM) AND TURN NORTH ONTO A TWO TRACK, GO 0.51 MI (0.82 KM) TO A BLOCKED
 PL0432'OFF ROAD BEARING N30W AND LEADING TO THE STATION, WALK NORTHWESTERLY
 PL0432'ALONG THE ROAD FOR APPROXIMATELY 0.25 MI (0.40 KM) TO THE TOP OF THE
 PL0432'2ND KNOLL AND STATION ABOUT 100 FT (30.5 M) TO THE RIGHT, 1 FT (0.3 M)
 PL0432'NORTH OF A FIBERGLASS POST. REFERENCE MONUMENT NO. 1 HAS HAD THE BRASS
 PL0432'CAP REMOVED BUT THE STEM REMAINS, REFERENCE MONUMENT NO. 2 WAS NOT
 PL0432'FOUND. MAP POSITION IS NEAR THE NORTH 1/16 CORNER COMMON TO SECTIONS
 PL0432'35 AND 36 T25N R1W.  THE SURFACE MARK PROTRUDES 5 INCHES ABOVE GROUND,
 PL0432'IS A 12 INCH SQUARE CONCRETE MONUMENT WITH 3 1/2 INCH BRASS DISK.  THE
 PL0432'CONCRETE AROUND THE SURFACE MARK IS BADLY DETERIORATED FROM VANDALISM.
 PL0432'THE DISK REMAINS SOLID AND INTACT DESPITE THE ABUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0083 ***********************************************************************
 OJ0083  DESIGNATION -  CRAWFORD USLS
 OJ0083  PID         -  OJ0083
 OJ0083  STATE/COUNTY-  MI/SANILAC
 OJ0083  USGS QUAD   -  PORT SANILAC (1963)
 OJ0083
 OJ0083                         *CURRENT SURVEY CONTROL
 OJ0083  ___________________________________________________________________
 OJ0083* NAD 83(1986)-  43 27 18.     (N)    082 33 08.     (W)     SCALED    
 OJ0083* NAVD 88     -       183.726  (meters)     602.77   (feet)  ADJUSTED  
 OJ0083  ___________________________________________________________________
 OJ0083  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0083  DYNAMIC HT  -         183.691 (meters)     602.66  (feet)  COMP
 OJ0083  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 OJ0083
 OJ0083  VERT ORDER  -  FIRST     CLASS 0
 OJ0083
 OJ0083.The horizontal coordinates were scaled from a topographic map and have
 OJ0083.an estimated accuracy of +/- 6 seconds.
 OJ0083
 OJ0083.The orthometric height was determined by differential leveling
 OJ0083.and adjusted by the National Geodetic Survey in June 1991..
 OJ0083
 OJ0083.The geoid height was determined by GEOID03.
 OJ0083
 OJ0083.The dynamic height is computed by dividing the NAVD 88
 OJ0083.geopotential number by the normal gravity value computed on the
 OJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0083.degrees latitude (g = 980.6199 gals.).
 OJ0083
 OJ0083.The modeled gravity was interpolated from observed gravity values.
 OJ0083
 OJ0083;                    North         East    Units  Estimated Accuracy
 OJ0083;SPC MI S     -   218,740.    4,146,840.      MT  (+/- 180 meters Scaled)
 OJ0083
 OJ0083                          SUPERSEDED SURVEY CONTROL
 OJ0083
 OJ0083  NGVD 29 (??/??/??)  183.844  (m)          603.16   (f) ADJUSTED    1 0
 OJ0083
 OJ0083.Superseded values are not recommended for survey control.
 OJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0083.See file dsdata.txt to determine how the superseded data were derived.
 OJ0083
 OJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ744125(NAD 83)
 OJ0083_MARKER: Z = SEE DESCRIPTION
 OJ0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0083_SP_SET: CULVERT
 OJ0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0083
 OJ0083  HISTORY     - Date     Condition        Report By
 OJ0083  HISTORY     - 1970     MONUMENTED       USLS
 OJ0083  HISTORY     - 1970     GOOD             USLS
 OJ0083  HISTORY     - 1980     GOOD             NGS
 OJ0083  HISTORY     - 19940717 GOOD             USPSQD
 OJ0083  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0083
 OJ0083                          STATION DESCRIPTION
 OJ0083
 OJ0083'DESCRIBED BY US LAKE SURVEY 1970
 OJ0083'1.8 MI N FROM PORT SANILAC.
 OJ0083'CRAWFORD IS IN SANILAC COUNTY, MICHIGAN, ABOUT 1.8 MILES NORTH
 OJ0083'OF INTERSECTION OF HIGHWAY M-46 AND LAKESHORE ROAD (U.S. 25)
 OJ0083'IN PORT SANILAC, ON WEST SIDE OF HIGHWAY, 0.5 FEET WEST OF EAST
 OJ0083'FACE AND 0.4 FEET SOUTH OF NORTH FACE OF CONCRETE CULVERT, ABOUT
 OJ0083'20-FEET BELOW THE ROAD, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0083'HEXAGONAL BRASS ROD SET INTO THE TOP OF THE CULVERT.  BM
 OJ0083'CRAWFORD 1970.
 OJ0083
 OJ0083                          STATION RECOVERY (1980)
 OJ0083
 OJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0083'2.9 KILOMETERS (1.8 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0083'END OF THE CULVERT OVER CRAWFORD CREEK ON THE WEST SIDE OF THE
 OJ0083'HIGHWAY. 17.4 METERS (57.0 FEET) WEST OF THE CENTER LINE OF THE
 OJ0083'HIGHWAY, 12.0 METERS (39.3 FEET) SOUTHWEST OF THE NORTH END OF A
 OJ0083'METAL GUARD RAIL,1.2 METERS (4.0 FEET) SOUTH OF THE NORTH END OF
 OJ0083'THE CULVERT.
 OJ0083'THE MARK IS 8.0 M BELOW HIGHWAY.
 OJ0083
 OJ0083                          STATION RECOVERY (1994)
 OJ0083
 OJ0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0083'RECOVERED IN GOOD CONDITION.
 OJ0083
 OJ0083                          STATION RECOVERY (2001)
 OJ0083
 OJ0083'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1538 ***********************************************************************
 RL1538  DESIGNATION -  CREBASSA USLS 1871
 RL1538  PID         -  RL1538
 RL1538  STATE/COUNTY-  MI/HOUGHTON
 RL1538  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1538
 RL1538                         *CURRENT SURVEY CONTROL
 RL1538  ___________________________________________________________________
 RL1538* NAD 83(1994)-  46 59 00.21146(N)    088 24 18.03976(W)     ADJUSTED  
 RL1538* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 RL1538  ___________________________________________________________________
 RL1538  LAPLACE CORR-         -11.12  (seconds)                    DEFLEC99
 RL1538  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RL1538
 RL1538  HORZ ORDER  -  FIRST
 RL1538
 RL1538.The horizontal coordinates were established by classical geodetic methods
 RL1538.and adjusted by the National Geodetic Survey in February 1997..
 RL1538
 RL1538.The orthometric height was scaled from a topographic map.
 RL1538
 RL1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1538
 RL1538.The geoid height was determined by GEOID03.
 RL1538
 RL1538;                    North         East     Units Scale Factor Converg.
 RL1538;SPC MI N     -   245,478.749 7,893,115.415   MT  0.99997714   -1 00 55.9
 RL1538;SPC MI N     -   805,376.47 25,896,047.95   iFT  0.99997714   -1 00 55.9
 RL1538;UTM  16      - 5,204,276.501   393,150.858   MT  0.99974032   -1 01 38.6
 RL1538
 RL1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1538!SPC MI N     -   0.99997444  x   0.99997714  =   0.99995158
 RL1538!UTM  16      -   0.99997444  x   0.99974032  =   0.99971477
 RL1538
 RL1538:                Primary Azimuth Mark                     Grid Az
 RL1538:SPC MI N     -  TRAVERSE POINT USLS 1871                 036 57 11.8
 RL1538:UTM  16      -  TRAVERSE POINT USLS 1871                 036 57 54.5
 RL1538
 RL1538|---------------------------------------------------------------------|
 RL1538| PID    Reference Object                     Distance      Geod. Az  |
 RL1538|                                                           dddmmss.s |
 RL1538| SG0166 TRAVERSE POINT USLS 1871            APPROX.22.2 KM 0355615.9 |
 RL1538|---------------------------------------------------------------------|
 RL1538
 RL1538                          SUPERSEDED SURVEY CONTROL
 RL1538
 RL1538  NAD 83(1986)-  46 59 00.20477(N)    088 24 18.01763(W) AD(       ) 1
 RL1538  NAD 27      -  46 59 00.46900(N)    088 24 17.57200(W) AD(       ) 1
 RL1538
 RL1538.Superseded values are not recommended for survey control.
 RL1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1538.See file dsdata.txt to determine how the superseded data were derived.
 RL1538
 RL1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9315104277(NAD 83)
 RL1538_MARKER: V = STONE MONUMENT
 RL1538_SETTING: 0 = UNSPECIFIED SETTING
 RL1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1538
 RL1538  HISTORY     - Date     Condition        Report By
 RL1538  HISTORY     - 1871     MONUMENTED       USLS
 RL1538  HISTORY     - 20041115 MARK NOT FOUND   GEOCAC
 RL1538
 RL1538                          STATION DESCRIPTION
 RL1538
 RL1538'DESCRIBED BY US LAKE SURVEY 1871
 RL1538'ABOUT 1/2 MILE NORTHEAST OF PORTAGE ENTRY LIGHTHOUSE, ON
 RL1538'EAST SIDE OF KEWEENAW POINT, AND IN 1871 NOT MORE THAN 10 FEET
 RL1538'BACK FROM EDGE OF BLUFF RISING NEARLY VERTICALLY 44 FEET
 RL1538'ABOVE WATER.  MARKED BY STONE POST.  WITNESS MARK, HEAD OF NAIL
 RL1538'DRIVEN INTO BLAZED HEMLOCK TREE, BEARS N. 43 DEG 53 MIN W.
 RL1538'FROM STATION AND IS DISTANT 59.75 FEET.  IN 1929 IT WAS REPORTED
 RL1538'THAT BLUFF WAS SOFT, AND ERODING, AND THAT STATION MARK
 RL1538'HAD PROBABLY CAVED INTO LAKE.  IN 1934 STATION WAS REPORTED
 RL1538'DESTROYED BY EROSION OF BANK.
 RL1538
 RL1538                          STATION RECOVERY (2004)
 RL1538
 RL1538'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1538'AS REPORTED IN 1934, THE MARK APPEARS HAVE BEEN DESTROYED BY LAKE
 RL1538'EROSION,  DGPS PLACES THE LOCATION IN LAKE SUPERIOR.  NO REFERENCE
 RL1538'MARK HEMLOCK TREE WAS FOUND AT THE SITE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0624 ***********************************************************************
 RK0624  DESIGNATION -  CREIGHTON
 RK0624  PID         -  RK0624
 RK0624  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0624  USGS QUAD   -  MARSH CREEK POOL NW (1972)
 RK0624
 RK0624                         *CURRENT SURVEY CONTROL
 RK0624  ___________________________________________________________________
 RK0624* NAD 83(1994)-  46 14 27.22569(N)    086 14 33.84381(W)     ADJUSTED  
 RK0624* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 RK0624  ___________________________________________________________________
 RK0624  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 RK0624  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 RK0624
 RK0624  HORZ ORDER  -  SECOND
 RK0624
 RK0624.The horizontal coordinates were established by classical geodetic methods
 RK0624.and adjusted by the National Geodetic Survey in February 1997..
 RK0624
 RK0624.The orthometric height was scaled from a topographic map.
 RK0624
 RK0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0624
 RK0624.The geoid height was determined by GEOID03.
 RK0624
 RK0624;                    North         East     Units Scale Factor Converg.
 RK0624;SPC MI N     -   162,278.248 8,058,398.657   MT  0.99990313   +0 32 50.4
 RK0624;SPC MI N     -   532,408.95 26,438,315.80   iFT  0.99990313   +0 32 50.4
 RK0624;UTM  16      - 5,121,091.919   558,381.770   MT  0.99964190   +0 32 49.0
 RK0624
 RK0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0624!SPC MI N     -   0.99997006  x   0.99990313  =   0.99987319
 RK0624!UTM  16      -   0.99997006  x   0.99964190  =   0.99961197
 RK0624
 RK0624:                Primary Azimuth Mark                     Grid Az
 RK0624:SPC MI N     -  WALSH LOOKOUT TOWER                      010 34 26.0
 RK0624:UTM  16      -  WALSH LOOKOUT TOWER                      010 34 27.4
 RK0624
 RK0624|---------------------------------------------------------------------|
 RK0624| PID    Reference Object                     Distance      Geod. Az  |
 RK0624|                                                           dddmmss.s |
 RK0624| RK0616 WALSH LOOKOUT TOWER                 APPROX.12.0 KM 0110716.4 |
 RK0624| RK0615 DRIGGS                              APPROX.15.7 KM 0354603.4 |
 RK0624| RK0626 HIAWATHA RAD STA KAX 350 MAST       APPROX.11.9 KM 2032143.1 |
 RK0624| CH1020 CREIGHTON RM 2                       49.158 METERS 24247     |
 RK0624| CH1019 CREIGHTON RM 1                       31.733 METERS 33501     |
 RK0624|---------------------------------------------------------------------|
 RK0624
 RK0624                          SUPERSEDED SURVEY CONTROL
 RK0624
 RK0624  NAD 83(1986)-  46 14 27.21997(N)    086 14 33.84041(W) AD(       ) 2
 RK0624  NAD 27      -  46 14 27.34041(N)    086 14 33.30249(W) AD(       ) 2
 RK0624
 RK0624.Superseded values are not recommended for survey control.
 RK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0624.See file dsdata.txt to determine how the superseded data were derived.
 RK0624
 RK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5838221092(NAD 83)
 RK0624_MARKER: DS = TRIANGULATION STATION DISK
 RK0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0624
 RK0624  HISTORY     - Date     Condition        Report By
 RK0624  HISTORY     - 1965     MONUMENTED       CGS
 RK0624
 RK0624                          STATION DESCRIPTION
 RK0624
 RK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0624'STATION IS ABOUT 13 MILES SOUTHEAST OF SHINGLETON, 15.5 MILES WEST
 RK0624'OF GERMFASK, 16 MILES SOUTHWEST OF SENEY AND ON FEDERAL GOVERNMENT
 RK0624'LAND.
 RK0624'
 RK0624'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0624'ABOUT 0.1 MILE WEST OF THE SCHOOL IN SENEY, GO WEST ON HIGHWAY 28
 RK0624'FOR 15.0 MILES TO A SIDE ROAD LEFT, THIS IS 0.8 MILE EAST OF A
 RK0624'BRIDGE OVER CREIGHTON CREEK.  TURN LEFT AND GO SOUTHERLY ON A
 RK0624'GRAVELED AND SAND ROAD FOR 4.1 MILES TO A WOODEN BRIDGE OVER
 RK0624'CREIGHTON CREEK.  CONTINUE SOUTH ON THE SAND ROAD FOR 3.9 MILES TO
 RK0624'THE STATION ON THE RIGHT ABOUT 125 FEET WEST OF A BRIDGE OVER
 RK0624'CREIGHTON RIVER.
 RK0624'
 RK0624'STATION MARKS ARE STANDARD DISKS STAMPED CREIGHTON 1965.  THE SURFACE
 RK0624'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 RK0624'IT IS 5 FEET NORTHWEST OF A METAL WITNESS POST, 111 FEET SOUTHWEST
 RK0624'OF THE CENTER OF THE SAND ROAD AND 121 FEET WEST OF THE NORTHWEST END
 RK0624'OF A WOODEN BRIDGE OVER CREIGHTON RIVER.  THE UNDERGROUND DISK IS
 RK0624'SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 RK0624'SURFACE OF THE GROUND.
 RK0624'
 RK0624'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CREIGHTON NO 1 1965, IS
 RK0624'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2
 RK0624'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST, 21 FEET NORTHEAST OF
 RK0624'A TRIPLE TRUNK WILD CHERRY TREE AND 43 FEET WEST-SOUTHWEST OF THE
 RK0624'CENTER OF THE SAND ROAD.
 RK0624'
 RK0624'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CREIGHTON NO 2 1965, IS
 RK0624'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 3
 RK0624'FEET NORTHEAST OF A METAL WITNESS POST AND 30 FEET NORTHEAST OF A
 RK0624'10 INCH COTTONWOOD TREE.
 RK0624'
 RK0624'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RK0624'
 RK0624'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5450 ***********************************************************************
 AH5450  DESIGNATION -  CRIB
 AH5450  PID         -  AH5450
 AH5450  STATE/COUNTY-  MI/CHIPPEWA
 AH5450  USGS QUAD   -  MUNUSCONG (1976)
 AH5450
 AH5450                         *CURRENT SURVEY CONTROL
 AH5450  ___________________________________________________________________
 AH5450* NAD 83(1994)-  46 10 15.79951(N)    084 08 08.01707(W)     ADJUSTED  
 AH5450* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 AH5450  ___________________________________________________________________
 AH5450  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 AH5450  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 AH5450
 AH5450  HORZ ORDER  -  THIRD
 AH5450
 AH5450.The horizontal coordinates were established by classical geodetic methods
 AH5450.and adjusted by the National Geodetic Survey in November 1998..
 AH5450
 AH5450.The orthometric height was scaled from a topographic map.
 AH5450
 AH5450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5450
 AH5450.The geoid height was determined by GEOID03.
 AH5450
 AH5450;                    North         East     Units Scale Factor Converg.
 AH5450;SPC MI N     -   158,232.698 8,221,135.009   MT  0.99990481   +2 04 13.4
 AH5450;SPC MI N     -   519,136.15 26,972,227.72   iFT  0.99990481   +2 04 13.4
 AH5450;UTM  16      - 5,117,042.172   721,112.057   MT  1.00020105   +2 04 02.2
 AH5450
 AH5450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5450!SPC MI N     -   0.99997710  x   0.99990481  =   0.99988192
 AH5450!UTM  16      -   0.99997710  x   1.00020105  =   1.00017815
 AH5450
 AH5450                          SUPERSEDED SURVEY CONTROL
 AH5450
 AH5450.No superseded survey control is available for this station.
 AH5450
 AH5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2111217042(NAD 83)
 AH5450_MARKER: DD = SURVEY DISK
 AH5450_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5450+WITH SETTING: PAVEMENT
 AH5450_PROJECTION: FLUSH
 AH5450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5450+STABILITY: SURFACE MOTION
 AH5450
 AH5450  HISTORY     - Date     Condition        Report By
 AH5450  HISTORY     - 1988     MONUMENTED       NOS
 AH5450
 AH5450                          STATION DESCRIPTION
 AH5450
 AH5450'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5450'THE STATION IS LOCATED ALONG THE SOUTH SHORELINE OF MUNUSCONG LAKE
 AH5450'BETWEEN ROCKY POINT AND BIRCH POINT ON THE NORTHWEST CORNER OF A
 AH5450'CONCRETE CRIB.
 AH5450'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14883.
 AH5450'THE STATION IS A STANDARD NOS DISK STAMPED---CRIB 1988---,SET INTO A
 AH5450'DRILL HOLE IN THE CONCRETE SURFACE OF THE CRIB IN THE NORTHWEST
 AH5450'CORNER.  IT IS LOCATED 1.91 METERS (6.27 FEET) SE FROM THE NW CORNER,
 AH5450'1.625 METERS (5.33 FEET) SOUTH FROM THE NORTH EDGE OF THE CRIB, AND
 AH5450'1.05 METERS (3.44 FEET) EAST FROM THE WEST EDGE OF THE CRIB.
 AH5450'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5450'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0955 ***********************************************************************
 RJ0955  DESIGNATION -  CRIB IBC 1944
 RJ0955  PID         -  RJ0955
 RJ0955  STATE/COUNTY-  MI/CHIPPEWA
 RJ0955  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0955
 RJ0955                         *CURRENT SURVEY CONTROL
 RJ0955  ___________________________________________________________________
 RJ0955* NAD 83(1994)-  46 24 38.52179(N)    084 08 55.26468(W)     ADJUSTED  
 RJ0955* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0955  ___________________________________________________________________
 RJ0955  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 RJ0955  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 RJ0955
 RJ0955  HORZ ORDER  -  THIRD
 RJ0955
 RJ0955.The horizontal coordinates were established by classical geodetic methods
 RJ0955.and adjusted by the National Geodetic Survey in February 1997..
 RJ0955
 RJ0955.The orthometric height was scaled from a topographic map.
 RJ0955
 RJ0955.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0955
 RJ0955.The geoid height was determined by GEOID03.
 RJ0955
 RJ0955;                    North         East     Units Scale Factor Converg.
 RJ0955;SPC MI N     -   184,814.600 8,219,164.382   MT  0.99990522   +2 03 39.2
 RJ0955;SPC MI N     -   606,347.11 26,965,762.41   iFT  0.99990522   +2 03 39.2
 RJ0955;SPC MI C     -   343,871.678 6,016,764.284   MT  1.00024248   +0 09 14.3
 RJ0955;SPC MI C     - 1,128,187.92 19,740,040.30   iFT  1.00024248   +0 09 14.3
 RJ0955;UTM  16      - 5,143,631.805   719,140.384   MT  1.00019034   +2 03 57.7
 RJ0955
 RJ0955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0955!SPC MI N     -   0.99997816  x   0.99990522  =   0.99988338
 RJ0955!SPC MI C     -   0.99997816  x   1.00024248  =   1.00022063
 RJ0955!UTM  16      -   0.99997816  x   1.00019034  =   1.00016849
 RJ0955
 RJ0955:                Primary Azimuth Mark                     Grid Az
 RJ0955:SPC MI N     -  PUMPKIN IBC 1944                         135 39 14.0
 RJ0955:SPC MI C     -  PUMPKIN IBC 1944                         137 33 38.9
 RJ0955:UTM  16      -  PUMPKIN IBC 1944                         135 38 55.5
 RJ0955
 RJ0955|---------------------------------------------------------------------|
 RJ0955| PID    Reference Object                     Distance      Geod. Az  |
 RJ0955|                                                           dddmmss.s |
 RJ0955| RJ0950 PUMPKIN IBC 1944                    APPROX. 2.0 KM 1374253.2 |
 RJ0955|---------------------------------------------------------------------|
 RJ0955
 RJ0955                          SUPERSEDED SURVEY CONTROL
 RJ0955
 RJ0955  NAD 83(1986)-  46 24 38.51328(N)    084 08 55.27425(W) AD(       ) 3
 RJ0955  NAD 27      -  46 24 38.43700(N)    084 08 55.16900(W) AD(       ) 3
 RJ0955
 RJ0955.Superseded values are not recommended for survey control.
 RJ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0955.See file dsdata.txt to determine how the superseded data were derived.
 RJ0955
 RJ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1914043632(NAD 83)
 RJ0955_MARKER: H = DRILL HOLE
 RJ0955_SETTING: 80 = SET IN A BOULDER
 RJ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0955+STABILITY: SURFACE MOTION
 RJ0955
 RJ0955  HISTORY     - Date     Condition        Report By
 RJ0955  HISTORY     - 1944     MONUMENTED       IBC
 RJ0955  HISTORY     - 1958     GOOD             IBC
 RJ0955
 RJ0955                          STATION DESCRIPTION
 RJ0955
 RJ0955'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0955'ABOUT THE CENTER OF THE S - CENTRAL PART OF LAKE GEORGE, ON THE
 RJ0955'REMAINS OF AN OLD CRIB USED AS THE FOUNDATION FOR THE OLD LAKE
 RJ0955'GEORGE LIGHTHOUSE.  ALL THAT IS LEFT NOW IS A PILE OF ROCKS ABOUT
 RJ0955'20 FEET SQUARE IN SHOAL WATER.
 RJ0955'
 RJ0955'STATION MARK IS A DRILL HOLE IN A SOLID ROCK ON TOP OF AND ABOUT
 RJ0955'THE CENTER OF THE CRIB.
 RJ0955
 RJ0955                          STATION RECOVERY (1958)
 RJ0955
 RJ0955'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0702 ***********************************************************************
 NG0702  DESIGNATION -  CRISP
 NG0702  PID         -  NG0702
 NG0702  STATE/COUNTY-  MI/OTTAWA
 NG0702  USGS QUAD   -  BORCULO (1972)
 NG0702
 NG0702                         *CURRENT SURVEY CONTROL
 NG0702  ___________________________________________________________________
 NG0702* NAD 83(1994)-  42 52 41.05329(N)    086 05 22.25800(W)     ADJUSTED  
 NG0702* NAVD 88     -       211.5    (meters)     694.     (feet)  GPS OBS   
 NG0702  ___________________________________________________________________
 NG0702  X           -     319,255.330 (meters)                     COMP
 NG0702  Y           -  -4,670,412.218 (meters)                     COMP
 NG0702  Z           -   4,317,706.666 (meters)                     COMP
 NG0702  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 NG0702  ELLIP HEIGHT-         178.08  (meters)          (07/17/02) GPS OBS
 NG0702  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NG0702
 NG0702  HORZ ORDER  -  FIRST
 NG0702  ELLP ORDER  -  FOURTH    CLASS I
 NG0702
 NG0702.The horizontal coordinates were established by GPS observations
 NG0702.and adjusted by the National Geodetic Survey in February 1997..
 NG0702
 NG0702.The orthometric height was determined by GPS observations and a
 NG0702.high-resolution geoid model.
 NG0702
 NG0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0702
 NG0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0702
 NG0702.The ellipsoidal height was determined by GPS observations
 NG0702.and is referenced to NAD 83.
 NG0702
 NG0702.The geoid height was determined by GEOID03.
 NG0702
 NG0702;                    North         East     Units Scale Factor Converg.
 NG0702;SPC MI S     -   154,512.470 3,859,262.657   MT  0.99990689   -1 10 20.8
 NG0702;SPC MI S     -   506,930.68 12,661,622.89   iFT  0.99990689   -1 10 20.8
 NG0702;UTM  16      - 4,747,676.894   574,358.851   MT  0.99966802   +0 37 10.4
 NG0702
 NG0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0702!SPC MI S     -   0.99997207  x   0.99990689  =   0.99987897
 NG0702!UTM  16      -   0.99997207  x   0.99966802  =   0.99964010
 NG0702
 NG0702:                Primary Azimuth Mark                     Grid Az
 NG0702:SPC MI S     -  CRISP AZ MK                              092 23 00.5
 NG0702:UTM  16      -  CRISP AZ MK                              090 35 29.3
 NG0702
 NG0702|---------------------------------------------------------------------|
 NG0702| PID    Reference Object                     Distance      Geod. Az  |
 NG0702|                                                           dddmmss.s |
 NG0702| CH0920 CRISP AZ MK                                        0911239.7 |
 NG0702| NG0704 ZEELAND MEAD JOHNSON CO TANK        APPROX.10.2 KM 1350956.7 |
 NG0702| NG0703 ZEELAND MUNICIPAL TANK W SIDE       APPROX. 8.7 KM 1472218.6 |
 NG0702| NG0708 HOLLAND MUNICIPAL STANDPIPE         APPROX. 9.6 KM 1863608.3 |
 NG0702| CH0921 CRISP RM 1                           32.495 METERS 22116     |
 NG0702| NG0718 HOLLAND N OF ZOO GETZ FARM TK       APPROX.12.6 KM 2300036.6 |
 NG0702| CH0922 CRISP RM 2                           28.673 METERS 29906     |
 NG0702|---------------------------------------------------------------------|
 NG0702
 NG0702                          SUPERSEDED SURVEY CONTROL
 NG0702
 NG0702  ELLIP H (02/03/97)  178.10   (m)                       GP(       ) 4 1
 NG0702  NAD 83(1994)-  42 52 41.05412(N)    086 05 22.26930(W) AD(       ) 1
 NG0702  NAD 83(1986)-  42 52 41.05697(N)    086 05 22.26912(W) AD(       ) 1
 NG0702  NAD 27      -  42 52 40.97600(N)    086 05 22.11100(W) AD(       ) 1
 NG0702
 NG0702.Superseded values are not recommended for survey control.
 NG0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0702.See file dsdata.txt to determine how the superseded data were derived.
 NG0702
 NG0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7435947677(NAD 83)
 NG0702_MARKER: DS = TRIANGULATION STATION DISK
 NG0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0702_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NG0702_STAMPING: CRISP 1932
 NG0702_MARK LOGO: NGS   
 NG0702_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0702+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 NG0702
 NG0702  HISTORY     - Date     Condition        Report By
 NG0702  HISTORY     - 1932     MONUMENTED       NGS
 NG0702  HISTORY     - 1932     GOOD             CGS
 NG0702  HISTORY     - 1965     GOOD             USLS
 NG0702  HISTORY     - 1969     GOOD             USGS
 NG0702  HISTORY     - 1980     GOOD             MIDH
 NG0702  HISTORY     - 19910513 GOOD             NOS
 NG0702  HISTORY     - 19930305 GOOD             MIDT
 NG0702  HISTORY     - 19931025 GOOD             MIDT
 NG0702  HISTORY     - 20041202 GOOD             INDIV
 NG0702
 NG0702                          STATION DESCRIPTION
 NG0702
 NG0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1932 (HCW)
 NG0702'ABOUT 6 MILES NORTH OF HOLLAND
 NG0702'0.75 MILE
 NG0702'SOUTHWEST OF CRISP CROSSROADS, IN NE 1/4 SEC. 28, T. 6 N., R. 15 W.,
 NG0702'OLIVE TOWNSHIP, ON
 NG0702'RIGHT-OF-WAY OF COUNTY ROAD, ABOUT 150 YARDS EAST OF RESIDENCE
 NG0702'OF ABEL NEINHUIS, 21 FEET NORTH OF
 NG0702'CENTER LINE OF EAST-WEST ROAD, 106 FEET EAST OF
 NG0702'CENTER LINE OF NORTH-SOUTH ROAD, AND 1 FOOT SOUTH OF
 NG0702'FENCE.  TO REACH FROM HOLLAND,
 NG0702'FOLLOW ROUTE M-21 EAST 1-1/2 MILES TO JUNCTION WITH OTTAWA COUNTY
 NG0702'ROUTE 677, PROCEED NORTH
 NG0702'6 MILES TO DIRT COUNTY ROAD, AND GO WEST ON THIS ROAD 1/2 MILE TO
 NG0702'STATION SITE.  SURFACE AND
 NG0702'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 NG0702'CONCRETE.  UPPER MARK
 NG0702'PROJECTS 3 INCHES.  REFERENCE AND AZIMUTH
 NG0702'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NG0702'NO. 1 IS ON
 NG0702'RIGHT-OF-WAY OF COUNTY ROAD, IN LINE WITH TRANSMISSION-LINE POLES, 33
 NG0702'FEET EAST OF CENTER LINE OF
 NG0702'NORTH-SOUTH ROAD, 58 FEET SOUTH OF CENTER LINE OF EAST-WEST ROAD, 6.5
 NG0702'FEET SOUTH OF TRANSMISSION-LINE
 NG0702'POLE, AND 106.61 FEET FROM STATION
 NG0702'S 41 DEG 16 MIN W.  NO. 2 IS ON PROPERTY LINE ALONG
 NG0702'COUNTY ROAD, 24 FEET EAST OF CENTER LINE
 NG0702'OF NORTH-SOUTH ROAD, 69 FEET NORTH OF CENTER LINE OF EAST-WEST
 NG0702'ROAD, 44.5 FEET NORTH OF FENCE
 NG0702'CORNER, AND 94.07 FEET FROM STATION N 60 DEG 54 MIN W.
 NG0702'AZIMUTH MARK IS IN NORTHEAST
 NG0702'CORNER OF PROPERTY OWNED BY JOHANNA KNOOIHUIZEN, 1/4 MILE SOUTH
 NG0702'OF CRISP CROSSROADS, 23 FEET SOUTH
 NG0702'OF CENTER LINE OF EAST-WEST ROAD, 39 FEET WEST OF
 NG0702'OTTAWA COUNTY ROUTE 677, AND APPROXIMATELY 0.5 MILE
 NG0702'FROM STATION
 NG0702'S 88 DEG 47 MIN E.  AZIMUTH FROM STATION TO SOUTH OLIVE, CHRISTIAN
 NG0702'REFORMED CHURCH, STEEPLE, DISTANT
 NG0702'0.5 MILE, IS N 64 DEG 23 MIN E.
 NG0702
 NG0702                          STATION RECOVERY (1932)
 NG0702
 NG0702'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 NG0702'RECOVERED IN GOOD CONDITION.
 NG0702
 NG0702                          STATION RECOVERY (1965)
 NG0702
 NG0702'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0702'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 NG0702'GOOD CONDITION.
 NG0702'
 NG0702'THE STATION IS ABOUT 6 MILES NORTH OF HOLLAND, MICHIGAN, 0.75 MILE
 NG0702'SOUTHWEST OF CRISP
 NG0702'CROSSROADS, IN NORTHEAST 1/4 SEC. 28, T. 6N., R. 15W.,
 NG0702'OLIVE TOWNSHIP, ON RIGHT-OF-WAY OF
 NG0702'COUNTY ROAD, ON LAND OWNED BY ABEL
 NG0702'NEINHUIS.  TO REACH FROM HOLLAND PROCEED EAST ON LAKE
 NG0702'WOOD BLVD. TO 120 AVE,
 NG0702'PROCEED 5 MILES NORTH ON 120 AVE. TO BINGHAM STREET, PROCEED 0.5 MILE
 NG0702'WEST ON BINGHAM TO
 NG0702'STATION SITE, 106 FEET EAST OF CENTERLINE OF 124TH AVE.,
 NG0702'21 FEET NORTH OF CENTERLINE OF
 NG0702'BINGHAM ST., IN LAWN.
 NG0702'
 NG0702'REFERENCE 1 IS ON RIGHT-OF-WAY OF COUNTY ROAD, 58 FEET SOUTH OF
 NG0702'CENTERLINE OF BINGHAM
 NG0702'ST., 33 FT. EAST OF 124TH AVE., 106 FT. SOUTHWEST OF
 NG0702'STATION, BEING A STANDARD BRONZE DISC
 NG0702'PLACED IN 8 INCH SQUARE CONCRETE
 NG0702'MONUMENT PROJECTING ABOUT 2 INCHES ABOVE THE GROUND
 NG0702'SURFACE.
 NG0702'
 NG0702'REFERENCE 2 IS ON PROPERTY LINE OF COUNTY ROAD, 94.1 FEET WEST OF
 NG0702'STATION, 69 FEET
 NG0702'NORTH OF CENTERLINE OF BINGHAM ST., 44.5 FT. NORTH OF
 NG0702'FENCE CORNER, 24 FT. EAST OF
 NG0702'CENTERLINE OF 124TH AVE., BEING A STANDARD
 NG0702'BRONZE DISC PLACED IN 8 INCH SQUARE CONCRETE
 NG0702'MONUMENT PROJECTING ABOUT
 NG0702'3 INCHES ABOVE GROUND SURFACE.
 NG0702'
 NG0702'THE AZIMUTH MARK IS ABOUT 0.5 MILE EAST SOUTHEAST OF STATION, 39
 NG0702'FEET WEST OF
 NG0702'CENTERLINE OF 120TH ST., 23 FEET SOUTH OF CENTERLINE OF BINGHAM
 NG0702'ST., BEING A STANDARD BRONZE
 NG0702'DISC PLACED IN 8 INCH DIAMETER CONCRETE
 NG0702'MONMENT PROJECTING 2 INCHES ABOVE GROUND
 NG0702'SURFACE.
 NG0702
 NG0702                          STATION RECOVERY (1969)
 NG0702
 NG0702'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JDS)
 NG0702'ALL SURFACE MARKS FOUND.  AZIMUTH MARK AND RM 2 HAVE BEEN DISTURBED.
 NG0702'ORIGINAL
 NG0702'DESCRIPTION IS ADEQUATE.
 NG0702
 NG0702                          STATION RECOVERY (1980)
 NG0702
 NG0702'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NG0702'THE STATION AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 NG0702'REFERENCE MARK 1 WAS FOUND BROKEN WITH THE SURVEY DISK MISSING AND
 NG0702'PART OF THE CONCRETE MONUMENT ON THE GROUND SURFACE.
 NG0702'
 NG0702'THE AZIMUTH MARK WAS FOUND AND HAS BEEN DISTURBED DUE TO DITCH WORK.
 NG0702'IT IS LEANING NORTHERLY TOWARD THE DITCH.
 NG0702
 NG0702                          STATION RECOVERY (1991)
 NG0702
 NG0702'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0702'STATION RECOVERED IN GOOD CONDITION FROM ITS PLOTTED POSITION. IT IS
 NG0702'IN THE FRONT YARD OF A HOUSE THAT HAS SEVERAL TREES, AND WOULD BE
 NG0702'MARGINAL FOR GPS.  NO MEASUREMENTS WERE MADE.  ADDRESS OF SITE IS
 NG0702'12389 BINGHAM ST, AT NORTHEAST PART OF INTERSECTION OF BINGHAM ST AND
 NG0702'124TH AVE.
 NG0702'DESCRIBED BY PBW.
 NG0702
 NG0702                          STATION RECOVERY (1993)
 NG0702
 NG0702'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NG0702'STATION IS LOCATED IN QUAD 420861 ON THE BORCOLO QUADRANGLE MAP. IT IS
 NG0702'IN THE NORTHEAST 1/4 OF SECTION 28, T-6-N, R-15-W, OLIVE TOWNSHIP,
 NG0702'ABOUT 6 MILES (9.7 KM) NORTH OF HOLLAND, ABOUT 11 MILES (17.7 KM) WEST
 NG0702'OF HUDSONVILLE AND ABOUT 13 MILES (20.9 KM) SOUTH OF GRAND HAVEN. THE
 NG0702'STATION IS LOCATED IN COUNTY ROAD RIGHT-OF-WAY IN FRONT OF HOUSE
 NG0702'NUMBER 12389. TO REACH THE STATION FROM THE INTERSECTION OF UNITED
 NG0702'STATES HIGHWAY 31 AND STATE HIGHWAY M-45 ABOUT 6 MILES (9.7 KM) SOUTH
 NG0702'OF GRAND HAVEN, GO SOUTHERLY 7.4 MILES (11.9 KM) ALONG UNITED STATES
 NG0702'HIGHWAY 31 TO BINGHAM ROAD, THEN GO EAST 1.5 MILES (2.4 KM) ALONG
 NG0702'BINGHAM ROAD TO STATION ON THE LEFT AS DESCRIBED. STATION IS A
 NG0702'STANDARD BRONZE DISK, SET IN TOP OF 12 INCH SQUARE CONCRETE MONUMENT
 NG0702'0.67 FEET (20.42 CM) ABOVE GROUND SURFACE. IT IS 25.0 FEET (7.6 M)
 NG0702'NORTH OF CENTER OF BINGHAM ROAD, 103.0 FEET (31.4 M) EAST OF CENTER OF
 NG0702'124TH AVENUE, 48.0 FEET (14.6 M) SOUTH OF THE SOUTHEAST CORNER OF
 NG0702'HOUSE NUMBER 12389, 52.5 FEET (16.0 M) EAST OF THE CENTER OF A WELL
 NG0702'HEAD, AND 0.75 FEET (22.86 CM) NORTH OF A CARSONITE WITNESS POST.
 NG0702
 NG0702                          STATION RECOVERY (1993)
 NG0702
 NG0702'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0702'STATION IS LOCATED IN QUAD 420861 ON THE BORCULO QUADRANGLE MAP. IT IS
 NG0702'IN THE NORTHEAST 1/4 SECTION 28, T-6-N, R-15-W, OLIVE TOWNSHIP. ABOUT
 NG0702'13.0 MILES SOUTH FROM GRAND HAVEN, 11.0 MILES WEST FROM HUDSONVILLE,
 NG0702'AND 6.0 MILES NORTH FROM HOLLAND. TO REACH FROM THE INTERSECTION OF
 NG0702'U.S. HIGHWAY 31 AND STATE HIGHWAY M-45, ABOUT 7.0 MILES SOUTH OF GRAND
 NG0702'HAVEN, GO SOUTH ALONG U.S. HIGHWAY 31 FOR 7.4 MILES TO BINGHAM ROAD.
 NG0702'GO EAST ALONG BINGHAM ROAD FOR 1.5 MILES TO STATION ON THE LEFT AS
 NG0702'DESCRIBED. STATION IS 103 FEET EAST FROM CENTER OF 124TH AVENUE, 52.5
 NG0702'FEET EAST FROM CENTER OF A GAS TEST RISER, 48 FEET SOUTH FROM
 NG0702'SOUTHEAST CORNER OF HOUSE NUMBER 12389, 25 FEET NORTH FROM CENTER OF
 NG0702'BINGHAM ROAD AND NO WITNESS MARKER FOUND.
 NG0702
 NG0702                          STATION RECOVERY (2004)
 NG0702
 NG0702'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1161 ***********************************************************************
 RJ1161  DESIGNATION -  CRISP RESET
 RJ1161  PID         -  RJ1161
 RJ1161  STATE/COUNTY-  MI/LUCE
 RJ1161  USGS QUAD   -  BETSY LAKE NORTH (1968)
 RJ1161
 RJ1161                         *CURRENT SURVEY CONTROL
 RJ1161  ___________________________________________________________________
 RJ1161* NAD 83(1994)-  46 43 44.24613(N)    085 15 12.30754(W)     ADJUSTED  
 RJ1161* NAVD 88     -       267.78   (+/-2cm)     878.5    (feet)  VERTCON   
 RJ1161  ___________________________________________________________________
 RJ1161  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 RJ1161  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ1161
 RJ1161  HORZ ORDER  -  FIRST
 RJ1161  VERT ORDER  -  THIRD ? (See Below)
 RJ1161
 RJ1161.The horizontal coordinates were established by classical geodetic methods
 RJ1161.and adjusted by the National Geodetic Survey in February 1997..
 RJ1161
 RJ1161.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1161.The vertical order pertains to the NGVD 29 superseded value.
 RJ1161
 RJ1161.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1161
 RJ1161.The geoid height was determined by GEOID03.
 RJ1161
 RJ1161;                    North         East     Units Scale Factor Converg.
 RJ1161;SPC MI N     -   217,718.450 8,133,488.479   MT  0.99993280   +1 15 44.7
 RJ1161;SPC MI N     -   714,299.38 26,684,673.49   iFT  0.99993280   +1 15 44.7
 RJ1161;UTM  16      - 5,176,526.101   633,453.630   MT  0.99981891   +1 16 18.9
 RJ1161
 RJ1161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1161!SPC MI N     -   0.99996374  x   0.99993280  =   0.99989654
 RJ1161!UTM  16      -   0.99996374  x   0.99981891  =   0.99978265
 RJ1161
 RJ1161|---------------------------------------------------------------------|
 RJ1161| PID    Reference Object                     Distance      Geod. Az  |
 RJ1161|                                                           dddmmss.s |
 RJ1161| CH1023 CRISP RM NORTH                       30.465 METERS 00004     |
 RJ1161| CH1021 CRISP RM 1                           23.874 METERS 00025     |
 RJ1161| RJ1153 VERMILLION                          APPROX. 9.2 KM 0730638.6 |
 RJ1161| CH1022 CRISP RM 2                           25.190 METERS 12840     |
 RJ1161|---------------------------------------------------------------------|
 RJ1161
 RJ1161                          SUPERSEDED SURVEY CONTROL
 RJ1161
 RJ1161  NAD 83(1986)-  46 43 44.23954(N)    085 15 12.30507(W) AD(       ) 1
 RJ1161  NAD 27      -  46 43 44.16028(N)    085 15 11.88041(W) AD(       ) 1
 RJ1161  NGVD 29 (07/19/86)  267.74   (m)          878.4    (f) LEVELING    3  
 RJ1161
 RJ1161.Superseded values are not recommended for survey control.
 RJ1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1161.See file dsdata.txt to determine how the superseded data were derived.
 RJ1161
 RJ1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3345476526(NAD 83)
 RJ1161_MARKER: Z = SEE DESCRIPTION
 RJ1161_SETTING: 0 = UNSPECIFIED SETTING
 RJ1161
 RJ1161  HISTORY     - Date     Condition        Report By
 RJ1161  HISTORY     - 1895     MONUMENTED       USLS
 RJ1161  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1161  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1161
 RJ1161                          STATION DESCRIPTION
 RJ1161
 RJ1161'DESCRIBED BY US LAKE SURVEY 1895
 RJ1161'FIVE HUNDRED AND THIRTEEN METERS (1,683 FEET) EAST AND 981 METERS
 RJ1161'(3,218 FEET) SOUTH OF NORTHWEST CORNER OF SEC.
 RJ1161'13, T. 50 N., R. 8W.  MARKED BY COPPER TRIANGLE LEADED INTO STONE,
 RJ1161'TOP OF WHICH IS 2-1/2 FEET BELOW
 RJ1161'SURFACE OF GROUND.  REFERENCE MARKS ARE STONES, ONE
 RJ1161'DUE NORTH, ONE S. 60 DEG E., ONE E. 60 DEG W., AND
 RJ1161'EACH 100 FEET FROM STATION.
 RJ1161
 RJ1161                          STATION RECOVERY (1949)
 RJ1161
 RJ1161'RECOVERY NOTE BY US LAKE SURVEY 1949 (CBF)
 RJ1161'TO REACH FROM CRISP POINT LIGHT FOLLOW BEACH AND ROAD WEST 3/4 MILE
 RJ1161'TO ROAD SOUTH,
 RJ1161'FOLLOW ROAD SOUTH FOR ABOUT 0.4 MILES TO BLAZED TRAIL, FOLLOW
 RJ1161'TRAIL SOUTH-SOUTHEAST ABOUT 1.5
 RJ1161'MILES TO OLD RAILROAD GRADE, GO WEST ABOUT
 RJ1161'1/4 MILE, THEN NORTH THROUGH THE WOODS TO A RIDGE.
 RJ1161'
 RJ1161'STATION MARKED BY A 1/2 INCH COPPER TRIANGLE SET IN A 6 INCH SQUARE
 RJ1161'CUT STONE MONUMENT
 RJ1161'2-1/2 FEET BELOW THE GROUND SURFACE.  A ROUGH 6 FOOT
 RJ1161'TRIPOD WAS SET OVER THE POINT.  NAIL
 RJ1161'IN BLAZE 9 INCH MAPLE N 14 DEG 00 MIN E
 RJ1161'19.7 FEET, NAIL IN BLAZE 12 INCH MAPLE S 76 DEG 32 MIN
 RJ1161'W, 16.5 FEET
 RJ1161'
 RJ1161'THREE CUT STONE POSTS WERE FOUND AS DESCRIBED AND ESCUTCHEON PINS
 RJ1161'SET IN THE LEAD
 RJ1161'PLUGS IN 1/2 INCH DRILL HOLES WERE PLACED IN THE NORTH AND
 RJ1161'SOUTHWEST POSTS.  THE SOUTHEAST
 RJ1161'POST WAS CHIPPED AND NO ATTEMPT WAS MADE TO
 RJ1161'MARK IT.  THE POSTS ARE 4 INCHES SQUARE AT TOP AND
 RJ1161'SIDES SLOPE OUT, PROJECT
 RJ1161'ABOUT 1 FOOT ABOVE THE GROUND.
 RJ1161'
 RJ1161'REFERENCE NO. 1 N 0 DEG 03 MIN E 99.81 FEET.
 RJ1161'
 RJ1161'REFERENCE NO. 2 S 59 DEG 58 MIN E 99.92 FEET.
 RJ1161'
 RJ1161'REFERENCE NO. 3 S 60 DEG 00 MIN W 99.76 FEET.
 RJ1161
 RJ1161                          STATION RECOVERY (1965)
 RJ1161
 RJ1161'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1161'THE STATION MARK AND REFRENCE MARK NORTH WERE RECOVERED AND FOUND
 RJ1161'IN GOOD CONDITION.
 RJ1161'THE OTHER TWO REFERENCE MARKS WERE FOUND DESTROYED
 RJ1161'AND REFERENCE MARKS 1 AND 2 WERE
 RJ1161'ESTABLISHED AT THIS TIME.  A SURFACE
 RJ1161'STATION MARK WAS ALSO SET HOLDING THE ORIGINAL
 RJ1161'POINT.  THE DISTANCE TO
 RJ1161'REFERENCE MARK NORTH WAS FOUND TO BE .05 OF A FOOT SHORTER THAN
 RJ1161'THE PREVIOUS
 RJ1161'MEASUREMENT.
 RJ1161'
 RJ1161'A NEW DESCRIPTION FOLLOWS-
 RJ1161'
 RJ1161'STATION IS ABOUT 29 MILES NORTH-NORTHEAST OF NEWBERRY, 12-3/4 MILES
 RJ1161'NORTHWEST OF
 RJ1161'PARADISE, 1 MILE SOUTH OF LAKE SUPERIOR AND ON THE PROPERTY
 RJ1161'OF CONNERS LAND AND LUMBER
 RJ1161'COMPANY.
 RJ1161'
 RJ1161'TO REACH FROM THE RAILROAD CROSSING WEST OF THE DEPOT IN NEWBERRY,
 RJ1161'GO NORTH AND
 RJ1161'NORTHEAST ON STATE HIGHWAY 123 FOR 18.35 MILES TO A SIDE
 RJ1161'ROAD LEFT (LUCE COUNTY ROAD
 RJ1161'500).  TURN LEFT AND GO NORTHWEST AND NORTH
 RJ1161'ON COUNTY ROAD 500 (WHICH IS A GRADED SAND
 RJ1161'ROAD) FOR 6.2 MILES TO A SIDE
 RJ1161'ROAD LEFT (LUCE COUNTY ROAD 414).  CONTINUE NORTHERLY ON COUNTY ROAD
 RJ1161'500 FOR 0.35 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EASTERLY ON A
 RJ1161'GRADED SAND ROAD FOR 4.8 MILES TO A FORK AND A SIGN KAYS ROAD.  TAKE
 RJ1161'THE LEFT FORK AND GO
 RJ1161'NORTHERLY ON A SAND ROAD FOR 2.05 MILES TO A FORK.
 RJ1161'TAKE THE LEFT FORK AND GO NORTHERLY
 RJ1161'ON A SAND ROAD FOR 1.0 MILE TO A
 RJ1161'FORK.  TAKE THE LEFT FORK WHICH IS THE MAIN TRAVELED
 RJ1161'ROAD AND GO NORTHERLY
 RJ1161'FOR 0.35 MILE TO SOME OLD FRAME BUILDINGS ON EITHER SIDE OF THE
 RJ1161'ROAD.  CONTINUE
 RJ1161'NORTHERLY ON A SAND ROAD FOR 0.55 MILE TO A FORK AND A
 RJ1161'SIGN EVELYNS ROAD.  TAKE THE RIGHT
 RJ1161'FORK AND GO NORTHERLY ON A SAND ROAD
 RJ1161'FOR 1.55 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 RJ1161'EASTERLY FOR 0.15
 RJ1161'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHERLY FOR 0.15 MILE TO
 RJ1161'A 20 INCH BLAZED
 RJ1161'MAPLE TREE ON THE LEFT.  FROM THIS POINT LEAVE THE
 RJ1161'ROAD AND GO WESTERLY THROUGH A
 RJ1161'WOODS FOR 0.1 MILE TO THE STATION ON THE
 RJ1161'HIGHEST POINT OF A HILL.  A 4 WHEEL DRIVE VEHICLE
 RJ1161'WILL BE REQUIRED FOR
 RJ1161'THE LAST 0.1 MILE.
 RJ1161'
 RJ1161'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED CRISP USLS 1895
 RJ1161'1965, SET IN A
 RJ1161'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 6
 RJ1161'FEET NORTHEAST OF A METAL WITNESS
 RJ1161'POST, 16 FEET NORTHEAST OF A TRIPLE
 RJ1161'TRUNK MAPLE TREE WITH A TRIANGULAR BLAZE ON THE
 RJ1161'NORTHEAST SIDE AND 29
 RJ1161'FEET NORTH OF A TRIPLE TRUNK MAPLE TREE.  THE UNDERGROUND MARK IS
 RJ1161'A BRASS PIN
 RJ1161'LEADED IN THE TOP OF A CUT STONE 30 INCHES BELOW THE SURFACE
 RJ1161'OF THE GROUND.
 RJ1161'
 RJ1161'REFERENCE MARK NORTH IS A 4 BY 4 INCH CUT STONE WITH A BRASS PIN
 RJ1161'EMBEDDED IN LEAD
 RJ1161'IN THE CENTER OF THE TOP WITH U.S. CHISLED ON THE
 RJ1161'SOUTH SIDE AND IT PROJECTS 9
 RJ1161'INCHES.  IT IS 8 FEET NORTHWEST OF A
 RJ1161'TRIANGULAR BLAZED BEECH TREE.
 RJ1161'
 RJ1161'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CRISP USLS NO 1 1895
 RJ1161'1965, IS SET IN A
 RJ1161'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 RJ1161'20 FEET SOUTHWEST OF A 14 INCH BEECH
 RJ1161'TREE WITH A TRIANGULAR BLAZE ON
 RJ1161'THE WEST SIDE, 19 FEET WEST OF A 10 INCH MAPLE TREE AND
 RJ1161'79 FEET NORTH OF
 RJ1161'THE METAL WITNESS POST.
 RJ1161'
 RJ1161'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CRISP USLS NO 2 1895
 RJ1161'1965, IS SET IN A
 RJ1161'ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT
 RJ1161'IS 1.8 FEET SOUTHWEST OF A METAL
 RJ1161'WITNESS POST AND 8 FEET EAST OF A 10
 RJ1161'INCH TRIANGULAR BLAZED MAPLE TREE.
 RJ1161'
 RJ1161'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0692 ***********************************************************************
 QK0692  DESIGNATION -  CROOKED
 QK0692  PID         -  QK0692
 QK0692  STATE/COUNTY-  MI/EMMET
 QK0692  USGS QUAD   -  
 QK0692
 QK0692                         *CURRENT SURVEY CONTROL
 QK0692  ___________________________________________________________________
 QK0692* NAD 83(1994)-  45 24 58.44128(N)    084 51 52.60890(W)     ADJUSTED  
 QK0692* NAVD 88     -       182.3    (meters)     598.     (feet)  GPS OBS   
 QK0692  ___________________________________________________________________
 QK0692  X           -     401,437.864 (meters)                     COMP
 QK0692  Y           -  -4,466,863.637 (meters)                     COMP
 QK0692  Z           -   4,520,043.848 (meters)                     COMP
 QK0692  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QK0692  ELLIP HEIGHT-         147.22  (meters)          (07/12/02) GPS OBS
 QK0692  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0692
 QK0692  HORZ ORDER  -  FIRST
 QK0692  ELLP ORDER  -  FOURTH    CLASS I
 QK0692
 QK0692.The horizontal coordinates were established by GPS observations
 QK0692.and adjusted by the National Geodetic Survey in February 1997..
 QK0692
 QK0692.The orthometric height was determined by GPS observations and a
 QK0692.high-resolution geoid model.
 QK0692
 QK0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0692
 QK0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0692
 QK0692.The ellipsoidal height was determined by GPS observations
 QK0692.and is referenced to NAD 83.
 QK0692
 QK0692.The geoid height was determined by GEOID03.
 QK0692
 QK0692;                    North         East     Units Scale Factor Converg.
 QK0692;SPC MI C     -   233,426.529 5,961,026.086   MT  0.99994674   -0 21 06.3
 QK0692;SPC MI C     -   765,835.07 19,557,172.20   iFT  0.99994674   -0 21 06.3
 QK0692;UTM  16      - 5,031,408.370   667,077.604   MT  0.99994322   +1 31 16.4
 QK0692
 QK0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0692!SPC MI C     -   0.99997692  x   0.99994674  =   0.99992366
 QK0692!UTM  16      -   0.99997692  x   0.99994322  =   0.99992014
 QK0692
 QK0692:                Primary Azimuth Mark                     Grid Az
 QK0692:SPC MI C     -  CROOKED AZ MK                            016 15 49.1
 QK0692:UTM  16      -  CROOKED AZ MK                            014 23 26.4
 QK0692
 QK0692|---------------------------------------------------------------------|
 QK0692| PID    Reference Object                     Distance      Geod. Az  |
 QK0692|                                                           dddmmss.s |
 QK0692| AA3562 CROOKED AZ MK                       APPROX. 0.6 KM 0155442.8 |
 QK0692| QK0693 CONWAY REFERENCE USLS 1956           11.117 METERS 13931     |
 QK0692| CH1024 CROOKED RM 1                          9.848 METERS 14040     |
 QK0692| CH1025 CROOKED RM 2                         12.973 METERS 23334     |
 QK0692|---------------------------------------------------------------------|
 QK0692
 QK0692                          SUPERSEDED SURVEY CONTROL
 QK0692
 QK0692  ELLIP H (02/03/97)  147.21   (m)                       GP(       ) 4 1
 QK0692  NAD 83(1986)-  45 24 58.43561(N)    084 51 52.61092(W) AD(       ) 1
 QK0692  NAD 83(1986)-  45 24 58.43512(N)    084 51 52.60884(W) AD(       ) 3
 QK0692  NAD 27      -  45 24 58.39400(N)    084 51 52.43400(W) AD(       ) 3
 QK0692
 QK0692.Superseded values are not recommended for survey control.
 QK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0692.See file dsdata.txt to determine how the superseded data were derived.
 QK0692
 QK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6707831408(NAD 83)
 QK0692_MARKER: DD = SURVEY DISK
 QK0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0692_SP_SET: CONCRETE POST
 QK0692_STAMPING: CROOKED 1956
 QK0692_MARK LOGO: CGS   
 QK0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0692+STABILITY: SURFACE MOTION
 QK0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0692+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 QK0692
 QK0692  HISTORY     - Date     Condition        Report By
 QK0692  HISTORY     - 1956     MONUMENTED       CGS
 QK0692  HISTORY     - 19920624 GOOD             MIDT
 QK0692
 QK0692                          STATION DESCRIPTION
 QK0692
 QK0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0692'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF PETOSKEY, IN THE
 QK0692'VILLAGE OF CONWAY, ON THE
 QK0692'WEST SHORE OF CROOKED LAKE AND AT THE EAST END OF WARREN AVENUE, ON
 QK0692'COUNTY OWNED PROPERTY.  IT IS
 QK0692'41.5 FEET WEST OF THE WEST EDGE OF CROOKED LAKE, 32 FEET
 QK0692'NORTHWEST OF A WHITE WITNESS POST, 26 FEET NORTH
 QK0692'OF A WHITE PAINTED BOARD FENCE LINE
 QK0692'AND 14 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL FRAME BOAT
 QK0692'HOUSE NO. 2407.  THE MARK IS SET
 QK0692'10 INCHES BELOW THE GROUND SURFACE AND THE DISK IS STAMPED CROOKED
 QK0692'1956.
 QK0692'
 QK0692'TO REACH THE STATION FROM THE POST OFFICE IN PETOSKEY, GO NORTHEAST
 QK0692'ON U.S.HIGHWAY 31 AND STATE
 QK0692'HIGHWAY 131 FOR 2.7 MILES TO JUNCTION OF HIGHWAYS 31 AND 131.
 QK0692'CONTINUE NORTHEAST ON U.S.HIGHWAY
 QK0692'31 FOR 3.1 MILES TO CROSS STREET IN THE VILLAGE OF CONWAY.
 QK0692'TURN RIGHT, EAST TOWARDS CROOKED LAKE FOR
 QK0692'ABOUT 200 FEET TO THE STATION AS DESCRIBED.
 QK0692'
 QK0692'REFERENCE MARK 1 IS 22 FEET WEST OF THE WEST EDGE OF CROOKED LAKE, 2
 QK0692'FEET EAST OF THE WHITE WITNESS
 QK0692'POST AND 1 FOOT NORTH OF THE WHITE BOARD FENCE LINE.  THE MARK IS
 QK0692'FLUSH AND THE DISK IS STAMPED
 QK0692'CROOKED NO 1 1956.
 QK0692'
 QK0692'REFERENCE MARK 2 IS 53 FEET WEST OF THE WHITE WITNESS POST, 56 FEET
 QK0692'SOUTHWEST OF THE SOUTHWEST
 QK0692'CORNER OF THE SMALL FRAME BOAT HOUSE NO. 2407 AND 1 FOOT NORTH OF THE
 QK0692'WHITE BOARD FENCE LINE.  THE
 QK0692'MARK IS FLUSH AND THE DISK IS STAMPED CROOKED NO 2 1956.
 QK0692'
 QK0692'CONWAY REFERENCE (USLS) IS 18 FEET WEST OF THE WEST EDGE OF CROOKED
 QK0692'LAKE, 5.6 FEET SOUTHEAST OF THE
 QK0692'WHITE WITNESS POST, 4 FEET SOUTHEAST OF A POWER LINE POLE AND 2 FEET
 QK0692'SOUTH OF THE WHITE BOARD FENCE
 QK0692'LINE.  THE MARK IS A U.S. LAKE SURVEY STATION MARK DISK
 QK0692'SET IN A CONCRETE POST 6 INCHES BELOW THE GROUND
 QK0692'SURFACE AND STAMPED CONWAY REFERENCE
 QK0692'1913.
 QK0692'
 QK0692'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTERLINE OF U.S.HIGHWAY
 QK0692'31, 24 FEET NORTH OF THE
 QK0692'NORTH EDGE OF CROOKED LAKE, 2 FEET SOUTHWEST OF A WHITE WITNESS POST
 QK0692'AND 1 FOOT NORTH OF A FENCE LINE.
 QK0692'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 QK0692'CROOKED 1956.
 QK0692'
 QK0692'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON U.S.HIGHWAY
 QK0692'31 FOR 0.4 MILE TO THE MARK
 QK0692'ON THE RIGHT SIDE OF HIGHWAY.
 QK0692'
 QK0692'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0692
 QK0692                          STATION RECOVERY (1992)
 QK0692
 QK0692'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0692'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 QK0692'SECTION 24, T-35-N, R-5-W, LITTLE TRAVERSE TOWNSHIP.  IT IS IN THE
 QK0692'VILLAGE OF CONWAY, IN THE STREET RIGHT OF WAY AND ON THE HARBOR
 QK0692'SPRINGS QUADRANGLE. TO RAECH FROM THE INTERSECTION OF UNITED STATES
 QK0692'HIGHWAY 31 AND WEST CONWAY ROAD IN CONWAY, GO SOUTH ON U.S. 31 FOR
 QK0692'0.05 MILES (0.08 KM) TO LAKE ACCESS LEFT. TURN LEFT GOING EAST 200 FT
 QK0692'(61.0 M) TO STATION. STATION IS RECESSED 1.0 FT (0.3 M) BELOW GRAVEL
 QK0692'STREET SURFACE.  IT IS 44.5 FT (13.6 M) SOUTH OF THE SOUTH EDGE OF
 QK0692'CONCRETE SIDEWALK, 47 FT (14.3 M) WEST OF WATERS EDGE, 42.56 FT (12.97
 QK0692'M) NORTHEAST OF CONCRETE REFERENCE MARK NO. 2, AND 32.30 FT (9.85 M)
 QK0692'NORTHWEST OF CONCRETE REFERENCE MARK NO. 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3562 ***********************************************************************
 AA3562  DESIGNATION -  CROOKED AZ MK
 AA3562  PID         -  AA3562
 AA3562  STATE/COUNTY-  MI/EMMET
 AA3562  USGS QUAD   -  
 AA3562
 AA3562                         *CURRENT SURVEY CONTROL
 AA3562  ___________________________________________________________________
 AA3562* NAD 83(1994)-  45 25 17.52709(N)    084 51 44.88253(W)     ADJUSTED  
 AA3562* NAVD 88     -       182.4    (meters)     598.     (feet)  GPS OBS   
 AA3562  ___________________________________________________________________
 AA3562  X           -     401,567.607 (meters)                     COMP
 AA3562  Y           -  -4,466,430.631 (meters)                     COMP
 AA3562  Z           -   4,520,457.479 (meters)                     COMP
 AA3562  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AA3562  ELLIP HEIGHT-         147.27  (meters)          (07/12/02) GPS OBS
 AA3562  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 AA3562
 AA3562  HORZ ORDER  -  FIRST
 AA3562  ELLP ORDER  -  FOURTH    CLASS I
 AA3562
 AA3562.The horizontal coordinates were established by GPS observations
 AA3562.and adjusted by the National Geodetic Survey in February 1997..
 AA3562
 AA3562.The orthometric height was determined by GPS observations and a
 AA3562.high-resolution geoid model.
 AA3562
 AA3562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3562
 AA3562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3562
 AA3562.The ellipsoidal height was determined by GPS observations
 AA3562.and is referenced to NAD 83.
 AA3562
 AA3562.The geoid height was determined by GEOID03.
 AA3562
 AA3562;                    North         East     Units Scale Factor Converg.
 AA3562;SPC MI C     -   234,014.679 5,961,197.668   MT  0.99994751   -0 21 00.9
 AA3562;SPC MI C     -   767,764.69 19,557,735.13   iFT  0.99994751   -0 21 00.9
 AA3562;UTM  16      - 5,032,001.811   667,229.870   MT  0.99994385   +1 31 22.4
 AA3562
 AA3562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3562!SPC MI C     -   0.99997691  x   0.99994751  =   0.99992442
 AA3562!UTM  16      -   0.99997691  x   0.99994385  =   0.99992076
 AA3562
 AA3562:                Primary Azimuth Mark                     Grid Az
 AA3562:SPC MI C     -  CROOKED                                  196 15 49.2
 AA3562:UTM  16      -  CROOKED                                  194 23 25.9
 AA3562
 AA3562|---------------------------------------------------------------------|
 AA3562| PID    Reference Object                     Distance      Geod. Az  |
 AA3562|                                                           dddmmss.s |
 AA3562| QK0692 CROOKED                             APPROX. 0.6 KM 1955448.3 |
 AA3562|---------------------------------------------------------------------|
 AA3562
 AA3562                          SUPERSEDED SURVEY CONTROL
 AA3562
 AA3562  NAD 83(1986)-  45 25 17.52132(N)    084 51 44.88452(W) AD(       ) 1
 AA3562
 AA3562.Superseded values are not recommended for survey control.
 AA3562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3562.See file dsdata.txt to determine how the superseded data were derived.
 AA3562
 AA3562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6723032002(NAD 83)
 AA3562_MARKER: DZ = AZIMUTH MARK DISK
 AA3562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3562_SP_SET: CONCRETE POST
 AA3562_STAMPING: CROOKED 1956
 AA3562_MARK LOGO: CGS   
 AA3562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3562+STABILITY: SURFACE MOTION
 AA3562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3562+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 AA3562
 AA3562  HISTORY     - Date     Condition        Report By
 AA3562  HISTORY     - 1956     MONUMENTED       CGS
 AA3562  HISTORY     - 19920622 GOOD             MIDT
 AA3562
 AA3562                          STATION DESCRIPTION
 AA3562
 AA3562'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 AA3562'STATION IS L0CATED IN QUAD 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 AA3562'SECTION 13, T-35-N, R-5-W, LITTLE TRAVERSE TOWNSHIP.  IT IS ABOUT 4
 AA3562'MILES (6.4 KM) SOUTHWEST OF ALANSON, 1.8 MILES (2.9 KM) WEST OF ODEN,
 AA3562'0.3 MILES (0.5 KM) NORTH OF CONWAY, ON UNITED STATES HIGHWAY 31 RIGHT
 AA3562'OF WAY, AND ON THE ALANSON QUADRANGLE MAP. TO REACH FROM THE
 AA3562'INTERSECTION OF UNITED STATES HIGHWAY 31 AND WEST CONWAY ROAD IN
 AA3562'CONWAY, GO NORTH ON U.S. 31 FOR 0.35 MILES (0.56 KM) TO STATION ON
 AA3562'RIGHT. STATION PROJECTS 0.7 FT (21.3 CM) ABOVE GROUND SURFACE.  IT IS
 AA3562'50 FT (15.2 M) SOUTHEAST OF THE CENTERLINE OF PAVED U.S. 31, 21.5 FT
 AA3562'(6.6 M) EAST OF A REINFORCED CONCRETE PIPE CULVERT, 2.5 FT (0.8 M)
 AA3562'SOUTH OF WOODEN WITNESS POST, 0.8 FT (24.4 CM) NORTH OF A METAL
 AA3562'WITNESS POST WITH SIGN, AND 0.6 FT (18.3 CM) WEST OF FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0118 ***********************************************************************
 OK0118  DESIGNATION -  CROSS 1
 OK0118  PID         -  OK0118
 OK0118  STATE/COUNTY-  MI/CLINTON
 OK0118  USGS QUAD   -  OVID EAST (1974)
 OK0118
 OK0118                         *CURRENT SURVEY CONTROL
 OK0118  ___________________________________________________________________
 OK0118* NAD 83(1986)-  43 00 21.     (N)    084 22 18.     (W)     SCALED    
 OK0118* NAVD 88     -       223.487  (meters)     733.22   (feet)  ADJUSTED  
 OK0118  ___________________________________________________________________
 OK0118  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 OK0118  DYNAMIC HT  -         223.438 (meters)     733.06  (feet)  COMP
 OK0118  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 OK0118
 OK0118  VERT ORDER  -  SECOND    CLASS 0
 OK0118
 OK0118.The horizontal coordinates were scaled from a topographic map and have
 OK0118.an estimated accuracy of +/- 6 seconds.
 OK0118
 OK0118.The orthometric height was determined by differential leveling
 OK0118.and adjusted by the National Geodetic Survey in June 1991..
 OK0118
 OK0118.The geoid height was determined by GEOID03.
 OK0118
 OK0118.The dynamic height is computed by dividing the NAVD 88
 OK0118.geopotential number by the normal gravity value computed on the
 OK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0118.degrees latitude (g = 980.6199 gals.).
 OK0118
 OK0118.The modeled gravity was interpolated from observed gravity values.
 OK0118
 OK0118;                    North         East    Units  Estimated Accuracy
 OK0118;SPC MI S     -   167,270.    3,999,590.      MT  (+/- 180 meters Scaled)
 OK0118
 OK0118                          SUPERSEDED SURVEY CONTROL
 OK0118
 OK0118  NGVD 29 (??/??/92)  223.633  (m)          733.70   (f) ADJ UNCH    2 0
 OK0118
 OK0118.Superseded values are not recommended for survey control.
 OK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0118.See file dsdata.txt to determine how the superseded data were derived.
 OK0118
 OK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN142648(NAD 83)
 OK0118_MARKER: Z = SEE DESCRIPTION
 OK0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0118_SP_SET: SIGNAL BASE
 OK0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0118
 OK0118  HISTORY     - Date     Condition        Report By
 OK0118  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0118  HISTORY     - 1934     GOOD             NGS
 OK0118
 OK0118                          STATION DESCRIPTION
 OK0118
 OK0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0118'AT OVID.
 OK0118'AT OVID, CLINTON COUNTY, ALONG THE GRAND TRUNK WESTERN RAILWAY,
 OK0118'AT THE NORTHWEST CORNER OF A CONCRETE-ROAD CROSSING, ON THE
 OK0118'TOP OF THE CONCRETE BASE OF A CROSSING-SIGNAL RELAY BOX, 28
 OK0118'FEET NORTHWEST OF BENCH MARK W 86, DESCRIBED BELOW, 8 FEET
 OK0118'SOUTH OF THE SOUTH RAIL, AND 1.7 FEET HIGHER THAN THE TOP OF
 OK0118'THE RAIL.  A KEEL CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0120 ***********************************************************************
 OK0120  DESIGNATION -  CROSS 2
 OK0120  PID         -  OK0120
 OK0120  STATE/COUNTY-  MI/CLINTON
 OK0120  USGS QUAD   -  OVID WEST (1974)
 OK0120
 OK0120                         *CURRENT SURVEY CONTROL
 OK0120  ___________________________________________________________________
 OK0120* NAD 83(1986)-  43 00 21.     (N)    084 23 04.     (W)     SCALED    
 OK0120* NAVD 88     -       221.124  (meters)     725.47   (feet)  ADJUSTED  
 OK0120  ___________________________________________________________________
 OK0120  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OK0120  DYNAMIC HT  -         221.075 (meters)     725.31  (feet)  COMP
 OK0120  MODELED GRAV-     980,392.6   (mgal)                       NAVD 88
 OK0120
 OK0120  VERT ORDER  -  SECOND    CLASS 0
 OK0120
 OK0120.The horizontal coordinates were scaled from a topographic map and have
 OK0120.an estimated accuracy of +/- 6 seconds.
 OK0120
 OK0120.The orthometric height was determined by differential leveling
 OK0120.and adjusted by the National Geodetic Survey in June 1991..
 OK0120
 OK0120.The geoid height was determined by GEOID03.
 OK0120
 OK0120.The dynamic height is computed by dividing the NAVD 88
 OK0120.geopotential number by the normal gravity value computed on the
 OK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0120.degrees latitude (g = 980.6199 gals.).
 OK0120
 OK0120.The modeled gravity was interpolated from observed gravity values.
 OK0120
 OK0120;                    North         East    Units  Estimated Accuracy
 OK0120;SPC MI S     -   167,270.    3,998,550.      MT  (+/- 180 meters Scaled)
 OK0120
 OK0120                          SUPERSEDED SURVEY CONTROL
 OK0120
 OK0120  NGVD 29 (??/??/92)  221.270  (m)          725.95   (f) ADJ UNCH    2 0
 OK0120
 OK0120.Superseded values are not recommended for survey control.
 OK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0120.See file dsdata.txt to determine how the superseded data were derived.
 OK0120
 OK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN131647(NAD 83)
 OK0120_MARKER: Z = SEE DESCRIPTION
 OK0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0120_SP_SET: ABUTMENT
 OK0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0120
 OK0120  HISTORY     - Date     Condition        Report By
 OK0120  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0120  HISTORY     - 1934     GOOD             NGS
 OK0120
 OK0120                          STATION DESCRIPTION
 OK0120
 OK0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0120'0.6 MI W FROM OVID.
 OK0120'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY, FROM THE
 OK0120'STATION AT OVID, CLINTON COUNTY, 13.7 FEET WEST OF MILEAGE SIGN
 OK0120'89.38, AT A BRIDGE OVER A SMALL STREAM, ON THE TOP OF THE
 OK0120'NORTHEAST CORNER OF THE CONCRETE ABUTMENT, 2.3 FEET EAST OF THE
 OK0120'WEST EDGE, 1.3 FEET NORTH OF THE SOUTH EDGE, AND LEVEL WITH THE
 OK0120'TOP OF THE RAIL.  A KEEL CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0123 ***********************************************************************
 OK0123  DESIGNATION -  CROSS 3
 OK0123  PID         -  OK0123
 OK0123  STATE/COUNTY-  MI/CLINTON
 OK0123  USGS QUAD   -  OVID WEST (1974)
 OK0123
 OK0123                         *CURRENT SURVEY CONTROL
 OK0123  ___________________________________________________________________
 OK0123* NAD 83(1986)-  43 00 21.     (N)    084 25 33.     (W)     SCALED    
 OK0123* NAVD 88     -       227.911  (meters)     747.74   (feet)  ADJUSTED  
 OK0123  ___________________________________________________________________
 OK0123  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 OK0123  DYNAMIC HT  -         227.861 (meters)     747.57  (feet)  COMP
 OK0123  MODELED GRAV-     980,392.1   (mgal)                       NAVD 88
 OK0123
 OK0123  VERT ORDER  -  SECOND    CLASS 0
 OK0123
 OK0123.The horizontal coordinates were scaled from a topographic map and have
 OK0123.an estimated accuracy of +/- 6 seconds.
 OK0123
 OK0123.The orthometric height was determined by differential leveling
 OK0123.and adjusted by the National Geodetic Survey in June 1991..
 OK0123
 OK0123.The geoid height was determined by GEOID03.
 OK0123
 OK0123.The dynamic height is computed by dividing the NAVD 88
 OK0123.geopotential number by the normal gravity value computed on the
 OK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0123.degrees latitude (g = 980.6199 gals.).
 OK0123
 OK0123.The modeled gravity was interpolated from observed gravity values.
 OK0123
 OK0123;                    North         East    Units  Estimated Accuracy
 OK0123;SPC MI S     -   167,270.    3,995,180.      MT  (+/- 180 meters Scaled)
 OK0123
 OK0123                          SUPERSEDED SURVEY CONTROL
 OK0123
 OK0123  NGVD 29 (??/??/92)  228.054  (m)          748.21   (f) ADJ UNCH    2 0
 OK0123
 OK0123.Superseded values are not recommended for survey control.
 OK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0123.See file dsdata.txt to determine how the superseded data were derived.
 OK0123
 OK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN098646(NAD 83)
 OK0123_MARKER: Z = SEE DESCRIPTION
 OK0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0123_SP_SET: SIGNAL BASE
 OK0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0123
 OK0123  HISTORY     - Date     Condition        Report By
 OK0123  HISTORY     - UNK      MONUMENTED       GTWRR
 OK0123  HISTORY     - 1934     GOOD             NGS
 OK0123
 OK0123                          STATION DESCRIPTION
 OK0123
 OK0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0123'AT SHEPARDSVILLE.
 OK0123'AT SHEPARDSVILLE, CLINTON COUNTY, 24 YARDS NORTHEAST OF THE
 OK0123'NORTHEAST CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, AT
 OK0123'THE NORTHWEST CORNER OF A ROAD CROSSING, HIGHEST POINT ON THE
 OK0123'SOUTHWEST CORNER OF THE CONCRETE BASE OF THE CROSSING SIGNAL, 9
 OK0123'FEET NORTH OF THE NORTH RAIL, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0123'A KEEL CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0797 ***********************************************************************
 QK0797  DESIGNATION -  CROSS VILLAGE
 QK0797  PID         -  QK0797
 QK0797  STATE/COUNTY-  MI/EMMET
 QK0797  USGS QUAD   -  
 QK0797
 QK0797                         *CURRENT SURVEY CONTROL
 QK0797  ___________________________________________________________________
 QK0797* NAD 83(1994)-  45 37 44.44518(N)    085 04 04.76839(W)     ADJUSTED  
 QK0797* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 QK0797  ___________________________________________________________________
 QK0797  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 QK0797  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QK0797
 QK0797  HORZ ORDER  -  FIRST
 QK0797
 QK0797.The horizontal coordinates were established by classical geodetic methods
 QK0797.and adjusted by the National Geodetic Survey in February 1997..
 QK0797
 QK0797.The orthometric height was scaled from a topographic map.
 QK0797
 QK0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0797
 QK0797.The geoid height was determined by GEOID03.
 QK0797
 QK0797;                    North         East     Units Scale Factor Converg.
 QK0797;SPC MI C     -   257,191.152 5,945,312.691   MT  0.99998436   -0 29 43.5
 QK0797;SPC MI C     -   843,802.99 19,505,619.06   iFT  0.99998436   -0 29 43.5
 QK0797;UTM  16      - 5,054,644.903   650,595.977   MT  0.99987883   +1 22 52.7
 QK0797
 QK0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0797!SPC MI C     -   0.99996273  x   0.99998436  =   0.99994709
 QK0797!UTM  16      -   0.99996273  x   0.99987883  =   0.99984156
 QK0797
 QK0797:                Primary Azimuth Mark                     Grid Az
 QK0797:SPC MI C     -  GOODHART                                 189 32 54.9
 QK0797:UTM  16      -  GOODHART                                 187 40 18.7
 QK0797
 QK0797|---------------------------------------------------------------------|
 QK0797| PID    Reference Object                     Distance      Geod. Az  |
 QK0797|                                                           dddmmss.s |
 QK0797| QK0800 GOODHART                            APPROX. 4.4 KM 1890311.4 |
 QK0797| CH1026 CROSS VILLAGE RM 1                   13.475 METERS 20504     |
 QK0797| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.39.7 KM 2733921.1 |
 QK0797| CH1027 CROSS VILLAGE RM 2                   15.460 METERS 30409     |
 QK0797| QK0794 GRAYS REEF LIGHT                    APPROX.16.6 KM 3361818.1 |
 QK0797| QK0795 WHITE SHOAL LH USLS 1913            APPROX.24.2 KM 3472531.9 |
 QK0797| QK0792 WAUGOSHANCE LH USLS 1902            APPROX.17.7 KM 3540117.0 |
 QK0797|---------------------------------------------------------------------|
 QK0797
 QK0797                          SUPERSEDED SURVEY CONTROL
 QK0797
 QK0797  NAD 83(1986)-  45 37 44.43988(N)    085 04 04.76778(W) AD(       ) 1
 QK0797  NAD 27      -  45 37 44.39930(N)    085 04 04.53760(W) AD(       ) 1
 QK0797
 QK0797.Superseded values are not recommended for survey control.
 QK0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0797.See file dsdata.txt to determine how the superseded data were derived.
 QK0797
 QK0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5059654645(NAD 83)
 QK0797
 QK0797  HISTORY     - Date     Condition        Report By
 QK0797  HISTORY     - 1902     MONUMENTED       USLS
 QK0797  HISTORY     - 1924     SEE DESCRIPTION  USLS
 QK0797  HISTORY     - 1932     SEE DESCRIPTION  USLS
 QK0797  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0797
 QK0797                          STATION DESCRIPTION
 QK0797
 QK0797'DESCRIBED BY US LAKE SURVEY 1924
 QK0797'NEAR EAST SHORE OF LAKE MICHIGAN, ABOUT 2 MILES SOUTHWEST OF CROSS
 QK0797'VILLAGE, AND 6 MILES
 QK0797'SOUTHEAST OF SKILLIGALLEE LIGHTHOUSE, ON SUMMIT OF SECOND SAND HILL
 QK0797'ON EDGE OF MAIN BLUFF
 QK0797'BETWEEN THE BEACH ROUTE AND LAKE SHORE.  MARKED BY
 QK0797'1/2-INCH BRASS TUBE SET IN
 QK0797'CONCRETE-FILLED 4-INCH CAST IRON PIPE, TOP 2 FEET BELOW
 QK0797'SURFACE OF GROUND.  SURROUNDING UPPER END OF
 QK0797'PIPE IS CEMENT SLAB 2 INCHES THICK,
 QK0797'MARKED U. S. 1902.  REFERENCE MARKS ARE CEMENT-FILLED 2 INCH
 QK0797'WROUGHT IRON PIPES 6
 QK0797'FEET LONG, AND DRIVEN TO DEPTH OF 5.8 FEET.  ONE IS 15.1 FEET FROM
 QK0797'STATION ON LINE TO SKILLIGALLEE
 QK0797'LIGHTHOUSE, BEARING N. 57 DEGREES 05 MIN W. OTHER IS 14.8 FEET FROM
 QK0797'STATION ON LINE TO ST. HELENA LIGHTHOUSE.
 QK0797
 QK0797                          STATION RECOVERY (1932)
 QK0797
 QK0797'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0797'STATION RECOVERED IN GOOD CONDITION.  ON THE SUMMIT OF A HIGH SAND
 QK0797'KNOLL, BETWEEN THE
 QK0797'LAKESHORE AND LAKE SHORE ROAD.  MARKED BY A
 QK0797'1/2-IN. BRASS TUBE, SET IN CEMENT
 QK0797'WHICH FILLS A 4-IN. CAST-IRON
 QK0797'PIPE 3.8 FT. LONG, ITS TOP IS SURROUNDED BY A 2-IN.
 QK0797'THICK CEMENT
 QK0797'SLAB AND 1.8 FT. BELOW GROUND SURFACE.  REMAINS OF AN OLD TOWER
 QK0797'STILL STANDING
 QK0797'OVER THE STATION MARK.
 QK0797'
 QK0797'REFERENCE MONUMENT IS A 2-IN. IRON PIPE, FILLED WITH CEMENT,
 QK0797'TOP 2 IN. ABOVE
 QK0797'GROUND SURFACE, BEARS N 34 E, 15.2 FT. FROM THE
 QK0797'STATION ON LINE WITH ST. HELENA
 QK0797'LIGHT.
 QK0797'
 QK0797'ANOTHER REFERENCE MONUMENT HAS BEEN LOST.
 QK0797'
 QK0797'A TRIANGULAR-BLAZED 10-IN. DOUBLE OAK TREE (GROWING AT
 QK0797'RIGHT-ANGLE SLOPE)
 QK0797'BEARS S 35 DEGREES E, 28.3 FT. FROM THE STATION.
 QK0797'
 QK0797'A TRIANGULAR-BLAZED 12-IN. DOUBLE OAK TREE BEARS S, 72.6 FT.
 QK0797'FROM THE STATION.
 QK0797'
 QK0797'A TRIANGULAR-BLAZED 8-IN.  NORWAY PINE TREE BEARS S 69 DEGREES W,
 QK0797'35.2 FT. FROM THE
 QK0797'STATION.
 QK0797'
 QK0797'TO REACH THE STATION FROM THE POST OFFICE IN CROSS VILLAGE,
 QK0797'GO SW ON LAKE
 QK0797'SHORE ROAD FOR 2.2 MI.  STRIKE SW TOP OF A HIGH SANDHILL
 QK0797'WHICH LIES JUST W OF THE ROAD,
 QK0797'THEN GO NW ALONG THE TOP OF THE
 QK0797'RIDGE TO ANOTHER HIGH SAND KNOLL WHICH IS ABOUT
 QK0797'300 FT. FROM THE
 QK0797'FIRST ONE.
 QK0797
 QK0797                          STATION RECOVERY (1956)
 QK0797
 QK0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WMN)
 QK0797'THE STATION IS ABOUT 2 MILES SOUTHWEST OF CROSS VILLAGE, 6 MILES
 QK0797'SOUTHEAST OF THE SKILLIGALLEE
 QK0797'LIGHTHOUSE, ON THE SUMMIT OF THE SECOND SAND HILL ON THE EDGE OF THE
 QK0797'MAIN BLUFF BETWEEN THE BEACH ROUTE
 QK0797'AND THE LAKE SHORE.  ON PROPERTY OWNED BY MR. JOE LEOJEWSKI.
 QK0797'IT IS 17 FEET NORTHEAST OF AN 8 INCH PINE TREE
 QK0797'WITH A TRIANGULAR BLAZE ON THE
 QK0797'EAST SIDE, 12 FEET SOUTHWEST OF A 6 INCH OAK TREE WITH A
 QK0797'TRIANGULAR BLAZE ON THE WEST SIDE
 QK0797'AND 28 FEET NORTH OF A 12 INCH DOUBLE OAK TREE GROWING AT A
 QK0797'RIGHT-ANGLE SLOPE.  THE MARK IS A 1/2
 QK0797'INCH BRASS TUBE, SET IN CEMENT WHICH FILLS A 4 INCH CAST IRON PIPE
 QK0797'SURROUNDED BY A MASS OF CONCRETE AND IS
 QK0797'ABOUT 18 INCHES BELOW THE SURFACE OF THE GROUND.
 QK0797'
 QK0797'TO REACH THE STATION FROM THE PAVED CROSSROAD AT THE CROSS VILLAGE
 QK0797'POST OFFICE, GO WEST SOUTHWEST
 QK0797'ON STATE HIGHWAY 131, BEACH ROUTE FOR 1.9 MILES TO A SIGN ON THE
 QK0797'LEFT, CROSS VILLAGE RESORT AND TWO
 QK0797'PROMINENT SAND HILLS ABOUT 200 FEET WEST OF THE HIGHWAY.
 QK0797'
 QK0797'TURN RIGHT AND GO WEST ON A VERY DIM WOODS ROAD FOR ABOUT 150 FEET TO
 QK0797'THE END OF TRUCK TRAVEL.  PACK
 QK0797'SOUTHWEST, UP A DRAW BETWEEN THE TWO SAND HILLS TO THE TOP OF THE
 QK0797'SECOND SAND HILL AND THE STATION.
 QK0797'
 QK0797'REFERENCE MARK 1 IS 28 FEET SOUTHWEST OF AN 8 INCH PINE TREE WITH A
 QK0797'TRIANGULAR BLAZE ON THE
 QK0797'EAST SIDE AND 19 FEET NORTHEAST OF A 24 INCH PINE TREE.  IT IS A
 QK0797'STANDARD U.S.C. AND G. SURVEY
 QK0797'REFERENCE MARK DISK SET IN THE TOP OF A 4 INCH CAST IRON PIPE FILLED
 QK0797'WITH CONCRETE AND THE DISK IS STAMPED
 QK0797'CROSS VILLAGE USLS NO 1 1956.
 QK0797'
 QK0797'REFERENCE MARK 2 IS 8 FEET SOUTHEAST OF A 6 INCH BLACKOAK TREE WITH A
 QK0797'TWIN TRUNK AND 5 FEET NORTH
 QK0797'OF A 10 INCH OAK TREE WITH A PROMINENT FORK.  IT IS A STANDARD U.S.C.
 QK0797'AND G. SURVEY REFERENCE MARK DISK
 QK0797'SET IN THE TOP OF A 4 INCH CAST IRON PIPE FILLED WITH
 QK0797'CONCRETE.  THE MARK PROJECTS 12 INCHES AND THE DISK
 QK0797'IS STAMPED CROSS VILLAGE USLS NO 2
 QK0797'1956.
 QK0797'
 QK0797'REFERENCE MONUMENT 3 IS 2 FEET NORTHEAST OF A 6 INCH OAK TREE WITH A
 QK0797'TRIANGULAR BLAZE ON THE WEST
 QK0797'SIDE AND 34 FEET NORTH OF THE DOUBLE OAK TREE GROWING AT A RIGHT
 QK0797'ANGLE SLOPE.  THE MARK IS A CONCRETE
 QK0797'FILLED WROUGHT IRON PIPE 2 INCHES IN DIAMETER THAT
 QK0797'PROJECTS 2 INCHES ABOVE THE GROUND.  DUE TO INTERVENING
 QK0797'TIMBER NO DISTANCE OR DIRECTION WAS
 QK0797'TAKEN ON THE MONUMENT AT THIS TIME.
 QK0797'
 QK0797'NOTE- NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0797'
 QK0797'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0796 ***********************************************************************
 QK0796  DESIGNATION -  CROSS VILLAGE CHURCH USLS 1925
 QK0796  PID         -  QK0796
 QK0796  STATE/COUNTY-  MI/EMMET
 QK0796  USGS QUAD   -  
 QK0796
 QK0796                         *CURRENT SURVEY CONTROL
 QK0796  ___________________________________________________________________
 QK0796* NAD 83(1994)-  45 38 46.70977(N)    085 01 44.67971(W)     ADJUSTED  
 QK0796* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 QK0796  ___________________________________________________________________
 QK0796  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 QK0796  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QK0796
 QK0796  HORZ ORDER  -  SECOND
 QK0796
 QK0796.The horizontal coordinates were established by classical geodetic methods
 QK0796.and adjusted by the National Geodetic Survey in February 1997..
 QK0796
 QK0796.The orthometric height was scaled from a topographic map.
 QK0796
 QK0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0796
 QK0796.The geoid height was determined by GEOID03.
 QK0796
 QK0796;                    North         East     Units Scale Factor Converg.
 QK0796;SPC MI C     -   259,087.872 5,948,362.687   MT  0.99998803   -0 28 04.6
 QK0796;SPC MI C     -   850,025.83 19,515,625.61   iFT  0.99998803   -0 28 04.6
 QK0796;UTM  16      - 5,056,640.307   653,581.903   MT  0.99989000   +1 24 34.4
 QK0796
 QK0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0796!SPC MI C     -   0.99997323  x   0.99998803  =   0.99996126
 QK0796!UTM  16      -   0.99997323  x   0.99989000  =   0.99986323
 QK0796
 QK0796                          SUPERSEDED SURVEY CONTROL
 QK0796
 QK0796  NAD 83(1986)-  45 38 46.70429(N)    085 01 44.67926(W) AD(       ) 2
 QK0796  NAD 27      -  45 38 46.66612(N)    085 01 44.44685(W) AD(       ) 2
 QK0796
 QK0796.Superseded values are not recommended for survey control.
 QK0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0796.See file dsdata.txt to determine how the superseded data were derived.
 QK0796
 QK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5358256640(NAD 83)
 QK0796
 QK0796  HISTORY     - Date     Condition        Report By
 QK0796  HISTORY     - 1925     MONUMENTED       USLS
 QK0796  HISTORY     - 19960814 GOOD             USPSQD
 QK0796
 QK0796                          STATION DESCRIPTION
 QK0796
 QK0796'DESCRIBED BY US LAKE SURVEY 1925
 QK0796'CENTER OF SPIRE ON CATHOLIC CHURCH AT EXTREME NORTHERN END OF CROSS
 QK0796'VILLAGE.
 QK0796
 QK0796                          STATION RECOVERY (1996)
 QK0796
 QK0796'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0796'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0042 ***********************************************************************
 OJ0042  DESIGNATION -  CROSWELL
 OJ0042  PID         -  OJ0042
 OJ0042  STATE/COUNTY-  MI/SANILAC
 OJ0042  USGS QUAD   -  CROSWELL (1976)
 OJ0042
 OJ0042                         *CURRENT SURVEY CONTROL
 OJ0042  ___________________________________________________________________
 OJ0042* NAD 83(1986)-  43 16 32.     (N)    082 37 15.     (W)     SCALED    
 OJ0042* NAVD 88     -       224.427  (meters)     736.31   (feet)  ADJUSTED  
 OJ0042  ___________________________________________________________________
 OJ0042  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0042  DYNAMIC HT  -         224.381 (meters)     736.16  (feet)  COMP
 OJ0042  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 OJ0042
 OJ0042  VERT ORDER  -  FIRST     CLASS II
 OJ0042
 OJ0042.The horizontal coordinates were scaled from a topographic map and have
 OJ0042.an estimated accuracy of +/- 6 seconds.
 OJ0042
 OJ0042.The orthometric height was determined by differential leveling
 OJ0042.and adjusted by the National Geodetic Survey in June 1991..
 OJ0042
 OJ0042.The geoid height was determined by GEOID03.
 OJ0042
 OJ0042.The dynamic height is computed by dividing the NAVD 88
 OJ0042.geopotential number by the normal gravity value computed on the
 OJ0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0042.degrees latitude (g = 980.6199 gals.).
 OJ0042
 OJ0042.The modeled gravity was interpolated from observed gravity values.
 OJ0042
 OJ0042;                    North         East    Units  Estimated Accuracy
 OJ0042;SPC MI S     -   198,700.    4,141,700.      MT  (+/- 180 meters Scaled)
 OJ0042
 OJ0042                          SUPERSEDED SURVEY CONTROL
 OJ0042
 OJ0042  NGVD 29 (??/??/92)  224.544  (m)          736.69   (f) ADJ UNCH    1 2
 OJ0042
 OJ0042.Superseded values are not recommended for survey control.
 OJ0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0042.See file dsdata.txt to determine how the superseded data were derived.
 OJ0042
 OJ0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH684926(NAD 83)
 OJ0042_MARKER: DB = BENCH MARK DISK
 OJ0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0042_SP_SET: SILL
 OJ0042_STAMPING: CROSWELL 1934
 OJ0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0042
 OJ0042  HISTORY     - Date     Condition        Report By
 OJ0042  HISTORY     - 1934     MONUMENTED       MI1150
 OJ0042  HISTORY     - 1935     GOOD             NGS
 OJ0042  HISTORY     - 1977     GOOD             NGS
 OJ0042  HISTORY     - 19940727 GOOD             USPSQD
 OJ0042
 OJ0042                          STATION DESCRIPTION
 OJ0042
 OJ0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OJ0042'AT CROSWELL.
 OJ0042'AT CROSWELL, SANILAC COUNTY, AT THE INTERSECTION OF HOWARD
 OJ0042'AVENUE AND WELLS STREET, NEAR THE SOUTHWEST CORNER OF THE CITY
 OJ0042'HALL, 8 FEET EAST OF THE MIDDLE OF THE MAIN ENTRANCE, LEVEL WITH
 OJ0042'THE SIDEWALK, AND IN THE TOP OF A CONCRETE SILL.  A STANDARD
 OJ0042'DISK, STAMPED CROSWELL 1934.
 OJ0042
 OJ0042                          STATION RECOVERY (1977)
 OJ0042
 OJ0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0042'AT CROSWELL, AT THE INTERSECTION OF HOWARD AVENUE AND WELLS STREET,
 OJ0042'NEAR THE SOUTHWEST CORNER OF THE CITY HALL, 8 FEET EAST OF THE MIDDLE
 OJ0042'OF THE MAIN ENTRANCE, IN THE TOP OF A CONCRETE SILL, ABOUT 3 INCHES
 OJ0042'ABOVE SIDEWALK LEVEL.
 OJ0042
 OJ0042                          STATION RECOVERY (1994)
 OJ0042
 OJ0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0750 ***********************************************************************
 OJ0750  DESIGNATION -  CROSWELL SUGAR CO STACK USLS
 OJ0750  PID         -  OJ0750
 OJ0750  STATE/COUNTY-  MI/SANILAC
 OJ0750  USGS QUAD   -  CROSWELL (1976)
 OJ0750
 OJ0750                         *CURRENT SURVEY CONTROL
 OJ0750  ___________________________________________________________________
 OJ0750* NAD 83(1994)-  43 15 58.88067(N)    082 36 58.13326(W)     ADJUSTED  
 OJ0750* NAVD 88     -                                                        
 OJ0750  ___________________________________________________________________
 OJ0750  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OJ0750  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ0750
 OJ0750  HORZ ORDER  -  THIRD
 OJ0750
 OJ0750.The horizontal coordinates were established by classical geodetic methods
 OJ0750.and adjusted by the National Geodetic Survey in February 1997..
 OJ0750
 OJ0750
 OJ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0750
 OJ0750.The geoid height was determined by GEOID03.
 OJ0750
 OJ0750;                    North         East     Units Scale Factor Converg.
 OJ0750;SPC MI S     -   197,682.298 4,142,100.536   MT  0.99992899   +1 11 28.6
 OJ0750;SPC MI S     -   648,563.97 13,589,568.69   iFT  0.99992899   +1 11 28.6
 OJ0750;UTM  17      - 4,791,661.867   368,839.782   MT  0.99981162   -1 06 28.3
 OJ0750
 OJ0750                          SUPERSEDED SURVEY CONTROL
 OJ0750
 OJ0750  NAD 83(1986)-  43 15 58.86881(N)    082 36 58.15970(W) AD(       ) 4
 OJ0750  NAD 27      -  43 15 58.77709(N)    082 36 58.42218(W) AD(       ) 3
 OJ0750
 OJ0750.Superseded values are not recommended for survey control.
 OJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0750.See file dsdata.txt to determine how the superseded data were derived.
 OJ0750
 OJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6884091662(NAD 83)
 OJ0750
 OJ0750  HISTORY     - Date     Condition        Report By
 OJ0750  HISTORY     - UNK      MONUMENTED
 OJ0750  HISTORY     - 1959     SEE DESCRIPTION  CGS
 OJ0750  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0750
 OJ0750                          STATION DESCRIPTION
 OJ0750
 OJ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 OJ0750'STATION DESTROYED.  THE OLD STACK HAS BEEN TORN DOWN AND A NEW STACK
 OJ0750'BUILT ABOUT 100 FEET EAST.
 OJ0750
 OJ0750                          STATION RECOVERY (1994)
 OJ0750
 OJ0750'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1556 ***********************************************************************
 RL1556  DESIGNATION -  CRYSTAL
 RL1556  PID         -  RL1556
 RL1556  STATE/COUNTY-  MI/IRON
 RL1556  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL1556
 RL1556                         *CURRENT SURVEY CONTROL
 RL1556  ___________________________________________________________________
 RL1556* NAD 83(1994)-  46 05 37.40404(N)    088 21 50.96154(W)     ADJUSTED  
 RL1556* NAVD 88     -       484.4    (meters)    1589.     (feet)  VERTCON   
 RL1556  ___________________________________________________________________
 RL1556  LAPLACE CORR-          -8.50  (seconds)                    DEFLEC99
 RL1556  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 RL1556
 RL1556  HORZ ORDER  -  FIRST
 RL1556
 RL1556.The horizontal coordinates were established by classical geodetic methods
 RL1556.and adjusted by the National Geodetic Survey in February 1997..
 RL1556
 RL1556.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1556
 RL1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1556
 RL1556.The geoid height was determined by GEOID03.
 RL1556
 RL1556;                    North         East     Units Scale Factor Converg.
 RL1556;SPC MI N     -   146,549.546 7,894,521.407   MT  0.99990840   -0 59 09.6
 RL1556;SPC MI N     -   480,805.60 25,900,660.78   iFT  0.99990840   -0 59 09.6
 RL1556;UTM  16      - 5,105,365.410   394,549.100   MT  0.99973670   -0 58 58.6
 RL1556
 RL1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1556!SPC MI N     -   0.99992920  x   0.99990840  =   0.99983760
 RL1556!UTM  16      -   0.99992920  x   0.99973670  =   0.99966591
 RL1556
 RL1556|---------------------------------------------------------------------|
 RL1556| PID    Reference Object                     Distance      Geod. Az  |
 RL1556|                                                           dddmmss.s |
 RL1556| RL1558 CRYSTAL FALLS TOWER                  14.962 METERS 04931     |
 RL1556| CJ7863 CRYSTAL RM 1                         25.427 METERS 09823     |
 RL1556| RL1557 CRYSTAL FALLS DEPT CONSER MAST      323.506 METERS 17238     |
 RL1556| CJ7862 CRYSTAL AZ MK                                      2733956.6 |
 RL1556|---------------------------------------------------------------------|
 RL1556
 RL1556                          SUPERSEDED SURVEY CONTROL
 RL1556
 RL1556  NAD 83(1994)-  46 05 37.40223(N)    088 21 50.95626(W) AD(       ) 1
 RL1556  NAD 83(1986)-  46 05 37.40125(N)    088 21 50.95425(W) AD(       ) 1
 RL1556  NAD 27      -  46 05 37.57700(N)    088 21 50.47500(W) AD(       ) 1
 RL1556  NGVD 29 (07/19/86)  484.4    (m)         1589.     (f) VERT ANG       
 RL1556
 RL1556.Superseded values are not recommended for survey control.
 RL1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1556.See file dsdata.txt to determine how the superseded data were derived.
 RL1556
 RL1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9454905365(NAD 83)
 RL1556_MARKER: DS = TRIANGULATION STATION DISK
 RL1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1556_SP_SET: SQUARE CONCRETE MONUMENT
 RL1556_STAMPING: CRYSTAL 1954
 RL1556_MARK LOGO: CGS   
 RL1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1556+STABILITY: SURFACE MOTION
 RL1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1556+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL1556
 RL1556  HISTORY     - Date     Condition        Report By
 RL1556  HISTORY     - 1954     MONUMENTED       CGS
 RL1556  HISTORY     - 1954     GOOD             CGS
 RL1556  HISTORY     - 1975     GOOD             NGS
 RL1556  HISTORY     - 1979     GOOD             MIDH
 RL1556  HISTORY     - 1984     GOOD             MIDH
 RL1556  HISTORY     - 19880714 GOOD             NGS
 RL1556  HISTORY     - 19930429 GOOD             LOCENG
 RL1556  HISTORY     - 20020619 GOOD             USPSQD
 RL1556  HISTORY     - 20030925 GOOD             USPSQD
 RL1556  HISTORY     - 20060803 GOOD             USPSQD
 RL1556
 RL1556                          STATION DESCRIPTION
 RL1556
 RL1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1556'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL
 RL1556'FALLS AT THE CRYSTAL FALLS FOREST SERVICE LOOKOUT TOWER.  IT
 RL1556'IS 120 FEET SOUTH OF A PAVED ROAD, 35 FEET SOUTHWEST OF THE
 RL1556'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 8 FEET NORTHWEST OF A
 RL1556'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE
 RL1556'DISK IS STAMPED CRYSTAL 1954.
 RL1556'
 RL1556'REFERENCE MARK NO. 1 IS 49 FEET SOUTHEAST OF THE SOUTHEAST
 RL1556'LEG OF THE LOOKOUT TOWER AND 36 FEET EAST OF THE CENTER OF
 RL1556'A WOODS ROAD.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RL1556'STAMPED CRYSTAL NO 1 1954.
 RL1556'
 RL1556'CRYSTAL FALLS TOWER (USGS) IS LOCATED AT THE CENTER OF THE BASE
 RL1556'OF THE CRYSTAL FALLS FOREST SERVICE LOOKOUT TOWER.  A STANDARD
 RL1556'USGS BENCH MARK DISK IS SET IN THE CENTER OF THE TOP OF A
 RL1556'CONCRETE POST THAT IS FIVE INCHES SQUARE AND PROJECTS 5 INCHES.
 RL1556'THE DISK IS STAMPED CRYSTAL FALLS TOWER 1934 R 1951.  A
 RL1556'TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION
 RL1556'STATION CRYSTAL AND THE DISTANCE AND DIRECTION ARE SHOWN
 RL1556'ABOVE.
 RL1556'
 RL1556'THE AZIMUTH MARK IS 40 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 RL1556'2, 9 FEET WEST OF THE CENTER OF A DRIVEWAY AND 2 FEET NORTHEAST
 RL1556'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES
 RL1556'AND THE DISK IS STAMPED CRYSTAL 1954.
 RL1556'
 RL1556'TO REACH THE STATION FROM THE IRON COUNTY COURT HOUSE IN CRYSTAL
 RL1556'FALLS, GO NORTH FOR 1 BLOCK TO U.S. HIGHWAY 2, TURN LEFT ONTO
 RL1556'U.S. HIGHWAYS 141 AND 2 AND GO WESTERLY FOR 1.1 MILES TO
 RL1556'WHERE U.S. HIGHWAY 141 TURNS NORTH, CONTINUE WESTERLY ON U.S.
 RL1556'HIGHWAY 2 FOR 0.55 MILE TO A REVERSE FORK, (THE AZIMUTH MARK
 RL1556'IS 0.4 MILE WEST OF THIS FORK ON THE NORTH SIDE OF U.S. HIGHWAY
 RL1556'2) TURN SHARP LEFT AND GO EAST ON A PAVED ROAD FOR 0.1 MILE
 RL1556'TO THE STATION ON THE RIGHT BY THE FOREST SERVICE LOOKOUT
 RL1556'TOWER AS DESCRIBED.
 RL1556'
 RL1556'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1556
 RL1556                          STATION RECOVERY (1954)
 RL1556
 RL1556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 RL1556'RECOVERED IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (1975)
 RL1556
 RL1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1556'THE AZIMUTH MARK IS NO LONGER VISIBLE AND WAS NOT CHECKED.
 RL1556'
 RL1556'NO MEASUREMENT BETWEEN THE RMS DUE TO BRUSH ON LINE.
 RL1556'
 RL1556'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND THE USGS MARK
 RL1556'WERE RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER, THE SURFACE
 RL1556'STATION DISK WAS FOUND TO BE LEANING AND A NEW SURFACE DISK
 RL1556'ESTABLISHED HOLDING THE 1954 ORIGINAL POSITION.  THE HORIZONTAL
 RL1556'DIRECTION TO THE USGS MARK WAS IN DIFFERENCE OF 1 MINUTE AND 59.8
 RL1556'SECONDS LARGER, DISTANCE CHECKED ADEQUATELY.  THE HORIZONTAL
 RL1556'DIRECTION AND THE DISTANCE TO REFERENCE MARK 1 CHECKED
 RL1556'ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 RL1556'
 RL1556'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS AND
 RL1556'ON LAND OWNED BY THE FIRST NATIONAL UNDERWRITERS INCORPORATED,
 RL1556'MR. FRED SAIGH, 412 3RD STREET, IRON RIVER, MICHIGAN.
 RL1556'
 RL1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 141
 RL1556'IN THE NORTHWEST PART OF CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.55 MILE TO A REVERSE FORK.  (CONTINUE WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN SHARP LEFT
 RL1556'AND GO EASTERLY ON A SURFACED ROAD FOR 0.1 MILE TO A LOOKOUT
 RL1556'TOWER AND THE STATION ON THE RIGHT.
 RL1556'
 RL1556'STATION MARKS ARE STANDARD DISKS STAMPED CRYSTAL 1954 1975.  THE
 RL1556'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1556'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 RL1556'SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 12 FEET NORTH OF
 RL1556'A 10-INCH OAK TREE AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 RL1556'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL1556'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 RL1556'
 RL1556'REFERENCE MARK 1, A STANDARD DISK STAMPED CRYSTAL NO 1 1954, IS SET
 RL1556'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 RL1556'THE GROUND SURFACE.  IT IS 16 FEET WEST OF THE CENTER OF A TRACK
 RL1556'ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 RL1556'
 RL1556'AZIMUTH MARK, A STANDARD DISK STAMPED CRYSTAL 1954, IS SET IN THE
 RL1556'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 RL1556'ABOVE THE GROUND SURFACE.  IT IS 28 FEET NORTH OF THE CENTERLINE OF
 RL1556'U.S. HIGHWAY 2 AND 12 FEET WEST OF THE CENTER OF A DRIVEWAY.
 RL1556'
 RL1556'THE USGS MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 RL1556'STAMPED CRYSTAL FALLS TOWER 1934 R 1951, IS SET IN THE TOP OF A
 RL1556'4-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 RL1556'SURFACE.  IT IS 2 FEET EAST OF A METAL WITNESS POST AND IN THE
 RL1556'CENTER OF THE LOOKOUT TOWER.
 RL1556'
 RL1556'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST
 RL1556'OF CRYSTAL FALLS.
 RL1556'
 RL1556'HEIGHT OF LIGHT ABOVE STATION MARK 99.9 FEET.
 RL1556
 RL1556                          STATION RECOVERY (1979)
 RL1556
 RL1556'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979 (BRT)
 RL1556'CRYSTAL 1954 1975 RECOVERED GOOD.
 RL1556'
 RL1556'BOTH REFERENCE MARKS IN GOOD CONDITION.
 RL1556'
 RL1556'AZIMUTH MARK IN GOOD CONDITION.
 RL1556'
 RL1556'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST OF
 RL1556'CRYSTAL FALLS, MI.
 RL1556
 RL1556                          STATION RECOVERY (1984)
 RL1556
 RL1556'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1984 (BRT)
 RL1556'CRYSTAL 1954 1975 RECOVERED GOOD.
 RL1556'
 RL1556'THE STATION, REFERENCE MARK NO 1, REFERENCE MARK NO 2 (CRYSTAL FALLS
 RL1556'TOWER 1934-1951 USGS), AND THE AZIMUTH MARK WERE
 RL1556'RECOVERED IN GOOD CONDITION.  THE 1954 DESCRIPTION AND TO REACH THE
 RL1556'STATION IS ADEQUATE.
 RL1556
 RL1556                          STATION RECOVERY (1988)
 RL1556
 RL1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 RL1556'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS AND
 RL1556'ON LAND OWNED BY THE FIRST NATIONAL UNDERWRITERS INCORPORATED,
 RL1556'MR. FRED SAIGH, 412 3RD STREET, IRON RIVER, MICHIGAN.
 RL1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND 141
 RL1556'IN THE NORTHWEST PART OF CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.55 MILE TO A REVERSE FORK.  (CONTINUE WEST ON U.S. HIGHWAY 2
 RL1556'FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT.) TURN SHARP LEFT
 RL1556'AND GO EASTERLY ON A SURFACED ROAD FOR 0.1 MILE TO A LOOKOUT
 RL1556'TOWER AND THE STATION ON THE RIGHT.
 RL1556'STATION MARKS ARE STANDARD DISKS STAMPED CRYSTAL 1954 1975.  THE
 RL1556'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RL1556'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 29 FEET
 RL1556'SOUTHWEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER, 12 FEET NORTH OF
 RL1556'A 10-INCH OAK TREE AND 5 FEET SOUTH OF A METAL WITNESS POST.  THE
 RL1556'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 RL1556'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 RL1556
 RL1556                          STATION RECOVERY (1993)
 RL1556
 RL1556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 RL1556'RECOVERED WITH FOLLOWING ADDITIONS.  LOCATED IN HARDWOOD TIMBER, VALID
 RL1556'AS A GPS STATIONS IN A LEAFE - OFF CONDITION ONLY.
 RL1556
 RL1556                          STATION RECOVERY (2002)
 RL1556
 RL1556'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1556'RECOVERED IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (2003)
 RL1556
 RL1556'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1556'RM 1 ALSO FOUND IN GOOD CONDITION.
 RL1556
 RL1556                          STATION RECOVERY (2006)
 RL1556
 RL1556'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1556'CRYSTAL RM 1 ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0506 ***********************************************************************
 OL0506  DESIGNATION -  CRYSTAL
 OL0506  PID         -  OL0506
 OL0506  STATE/COUNTY-  MI/OCEANA
 OL0506  USGS QUAD   -  CRYSTAL VALLEY (1987)
 OL0506
 OL0506                         *CURRENT SURVEY CONTROL
 OL0506  ___________________________________________________________________
 OL0506* NAD 83(1994)-  43 45 07.13009(N)    086 11 52.48007(W)     ADJUSTED  
 OL0506* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 OL0506  ___________________________________________________________________
 OL0506  LAPLACE CORR-           4.85  (seconds)                    DEFLEC99
 OL0506  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OL0506
 OL0506  HORZ ORDER  -  FIRST
 OL0506
 OL0506.The horizontal coordinates were established by classical geodetic methods
 OL0506.and adjusted by the National Geodetic Survey in February 1997..
 OL0506
 OL0506.The orthometric height was scaled from a topographic map.
 OL0506
 OL0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0506
 OL0506.The geoid height was determined by GEOID03.
 OL0506
 OL0506;                    North         East     Units Scale Factor Converg.
 OL0506;SPC MI S     -   251,761.478 3,852,520.852   MT  1.00002149   -1 14 46.4
 OL0506;SPC MI S     -   825,989.10 12,639,504.11   iFT  1.00002149   -1 14 46.4
 OL0506;SPC MI C     -    50,040.202 5,852,506.238   MT  1.00012669   -1 17 37.0
 OL0506;SPC MI C     -   164,173.89 19,201,135.95   iFT  1.00012669   -1 17 37.0
 OL0506;UTM  16      - 4,844,639.049   564,574.133   MT  0.99965129   +0 33 16.9
 OL0506
 OL0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0506!SPC MI S     -   0.99995337  x   1.00002149  =   0.99997486
 OL0506!SPC MI C     -   0.99995337  x   1.00012669  =   1.00008006
 OL0506!UTM  16      -   0.99995337  x   0.99965129  =   0.99960468
 OL0506
 OL0506|---------------------------------------------------------------------|
 OL0506| PID    Reference Object                     Distance      Geod. Az  |
 OL0506|                                                           dddmmss.s |
 OL0506| CH0924 CRYSTAL RM 1                                       23400     |
 OL0506| CH0925 CRYSTAL RM 2                                       31413     |
 OL0506| CH0923 CRYSTAL AZ MK                                      3540455.8 |
 OL0506|---------------------------------------------------------------------|
 OL0506
 OL0506                          SUPERSEDED SURVEY CONTROL
 OL0506
 OL0506  NAD 83(1986)-  43 45 07.13180(N)    086 11 52.48691(W) AD(       ) 1
 OL0506  NAD 27      -  43 45 07.09995(N)    086 11 52.22570(W) AD(       ) 1
 OL0506
 OL0506.Superseded values are not recommended for survey control.
 OL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0506.See file dsdata.txt to determine how the superseded data were derived.
 OL0506
 OL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6457444639(NAD 83)
 OL0506_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0506+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2001
 OL0506
 OL0506  HISTORY     - Date     Condition        Report By
 OL0506  HISTORY     - 1932     MONUMENTED       CGS
 OL0506  HISTORY     - 1937     SEE DESCRIPTION  CGS
 OL0506  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OL0506  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0506  HISTORY     - 1980     GOOD             MIDH
 OL0506  HISTORY     - 19940820 GOOD             USPSQD
 OL0506  HISTORY     - 20010928 GOOD             USPSQD
 OL0506  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0506
 OL0506                          STATION DESCRIPTION
 OL0506
 OL0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 OL0506'ABOUT 9 MILES NORTHEAST OF HART, 2-1/2 MILES SOUTHEAST OF CRYSTAL
 OL0506'VALLEY, IN NW 1/4 SEC. 26, T. 16 N., R. 16 W.  CRYSTAL
 OL0506'TOWNSHIP, ON LAND OWNED BY J. J. STRALEY OF MUSKEGON AND RENTED BY
 OL0506'FLOYD ARNOLD, 172 FEET
 OL0506'EAST OF CENTER LINE OF NORTH-SOUTH SAND ROAD, AND 300 YARDS
 OL0506'SOUTH OF ARNOLDS HOUSE.  TO REACH FROM
 OL0506'HART, GO NORTH 3.1 MILES ON U.S. ROUTE
 OL0506'31 TO GRAVEL ROAD LEADING EAST AT CRYSTAL VALLEY SIGN, GO
 OL0506'EAST 5.75 MILES, NORTH 2.0 MILES,
 OL0506'AND EAST 2.25 MILES TO ROAD LEADING SOUTH, PROCEED SOUTH 1.45 MILES
 OL0506'TO TOP OF GRADE IN CUT, AND GO
 OL0506'EAST 172 FEET TO STATION SITE ON KNOLL.  SURFACE AND UNDERGROUND
 OL0506'MARKS ARE STANDARD STATION DISKS IN
 OL0506'CONCRETE, NOTES 1A AND 7A.  UPPER
 OL0506'MARK PROJECTS 2 INCHES.  REFERENCE AND AZIMUTH MARKS
 OL0506'ARE STANDARD REFERENCE
 OL0506'DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 6 INCHES, IS OPPOSITE
 OL0506'POINT WHERE ROAD GOES THROUGH
 OL0506'6-FOOT CUT, 25 FEET EAST OF CENTER LINE OF ROAD AND 183.63 FEET
 OL0506'(SLOPE) FROM STATION IN AZIMUTH
 OL0506'54 DEG 00 MIN.  NO. 2 PROJECTS 3 INCHES, IS 18 FEET EAST OF CENTER
 OL0506'LINE OF ROAD, 8 FEET SOUTH OF SMALL
 OL0506'QUAKING ASP TREE, AND 206.84 FEET (SLOPE) FROM
 OL0506'STATION IN AZIMUTH 134 DEG 13 MIN.  AZIMUTH MARK
 OL0506'PROJECTS 6 INCHES, IS 18 FEET WEST OF
 OL0506'CENTER LINE OF ROAD 38 FEET NORTHWEST OF INTERSECTION OF ROAD AND
 OL0506'DRIVEWAY INTO WHITE FRAME HOUSE,
 OL0506'80 FEET WEST OF WHITE HOUSE, AND APPROXIMATELY 0.35 MILE FROM STATION
 OL0506'IN AZIMUTH 174 DEG 05 MIN 01
 OL0506'SEC.  IN 1935 DUE TO HIGHWAY CONSTRUCTION THE AZIMUTH MARK
 OL0506'AND REFERENCE MARKS WERE RESET.  REFERENCE MARK
 OL0506'NO. 1 IS 160.30 FEET (SLOPE) FROM
 OL0506'STATION IN AZIMUTH 54 DEG 00 MIN, AND NO. 2 IS 190.80 FEET (SLOPE)
 OL0506'FROM STATION IN AZIMUTH 134 DEG 13 MIN.
 OL0506'AZIMUTH MARK IS APPROXIMATELY 0.35 MILE FROM STATION IN AZIMUTH
 OL0506'173 DEG 21 MIN 01 SEC.
 OL0506
 OL0506                          STATION RECOVERY (1957)
 OL0506
 OL0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OL0506'ABOUT 187 FT. E OF CENTERLINE GRAVEL ROAD, 12-FT. CUT, 40 FT. E OF
 OL0506'CENTERLINE GRAVEL ROAD, 33 FT. E
 OL0506'OF CENTERLINE ROAD.
 OL0506
 OL0506                          STATION RECOVERY (1965)
 OL0506
 OL0506'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0506'STATION AND REFERENCE MARKS RECOVERED.  AZIMUTH
 OL0506'MARK NOT FOUND.
 OL0506
 OL0506                          STATION RECOVERY (1980)
 OL0506
 OL0506'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0506'THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 OL0506'THE STATION IS LOCATED IN A STAND OF LARGE PINE TREES.  THE REFERENCE
 OL0506'MARKS ARE LOCATED AS DESCRIBED AND IN THE PINE TREES ON THE EAST SIDE
 OL0506'OF 144TH AVENUE.
 OL0506'
 OL0506'THE AZIMUTH MARK WAS WAS SEARCHED FOR AND NOT FOUND.  IT APPARENTLY
 OL0506'HAS BEEN DESTROYED DUE TO ROAD CONSTRUCTION.
 OL0506'
 OL0506'OWNER OF PROPERTY IS JERRY SLOCUM, TELEPHONE 616 873 2368.
 OL0506
 OL0506                          STATION RECOVERY (1994)
 OL0506
 OL0506'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0506'RECOVERED IN GOOD CONDITION.
 OL0506
 OL0506                          STATION RECOVERY (2001)
 OL0506
 OL0506'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0506'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. AZIMUTH
 OL0506'MARK WAS NOT FOUND.
 OL0506
 OL0506                          STATION RECOVERY (2004)
 OL0506
 OL0506'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0506'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0250 ***********************************************************************
 RL0250  DESIGNATION -  CRYSTAL FALLS
 RL0250  PID         -  RL0250
 RL0250  STATE/COUNTY-  MI/IRON
 RL0250  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL0250
 RL0250                         *CURRENT SURVEY CONTROL
 RL0250  ___________________________________________________________________
 RL0250* NAD 83(1986)-  46 05 50.     (N)    088 19 56.     (W)     SCALED    
 RL0250* NAVD 88     -       451.240  (meters)    1480.44   (feet)  ADJUSTED  
 RL0250  ___________________________________________________________________
 RL0250  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 RL0250  DYNAMIC HT  -         451.246 (meters)    1480.46  (feet)  COMP
 RL0250  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 RL0250
 RL0250  VERT ORDER  -  SECOND    CLASS 0
 RL0250
 RL0250.The horizontal coordinates were scaled from a topographic map and have
 RL0250.an estimated accuracy of +/- 6 seconds.
 RL0250
 RL0250.The orthometric height was determined by differential leveling
 RL0250.and adjusted by the National Geodetic Survey in June 1991..
 RL0250
 RL0250.The geoid height was determined by GEOID03.
 RL0250
 RL0250.The dynamic height is computed by dividing the NAVD 88
 RL0250.geopotential number by the normal gravity value computed on the
 RL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0250.degrees latitude (g = 980.6199 gals.).
 RL0250
 RL0250.The modeled gravity was interpolated from observed gravity values.
 RL0250
 RL0250;                    North         East    Units  Estimated Accuracy
 RL0250;SPC MI N     -   146,900.    7,897,000.      MT  (+/- 180 meters Scaled)
 RL0250
 RL0250                          SUPERSEDED SURVEY CONTROL
 RL0250
 RL0250  NGVD 29 (??/??/92)  451.234  (m)         1480.42   (f) ADJ UNCH    2 0
 RL0250
 RL0250.Superseded values are not recommended for survey control.
 RL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0250.See file dsdata.txt to determine how the superseded data were derived.
 RL0250
 RL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS970057(NAD 83)
 RL0250_MARKER: DB = BENCH MARK DISK
 RL0250_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0250_SP_SET: STONE BANISTER
 RL0250_STAMPING: CRYSTAL FALLS 1934
 RL0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0250+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL0250
 RL0250  HISTORY     - Date     Condition        Report By
 RL0250  HISTORY     - 1934     MONUMENTED       CGS
 RL0250  HISTORY     - 1979     GOOD             MIDH
 RL0250  HISTORY     - 1984     GOOD
 RL0250  HISTORY     - 20030925 GOOD             USPSQD
 RL0250  HISTORY     - 20060803 GOOD             USPSQD
 RL0250
 RL0250                          STATION DESCRIPTION
 RL0250
 RL0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0250'AT CRYSTAL FALLS.
 RL0250'AT CRYSTAL FALLS, IRON COUNTY, AT THE CITY HALL, AT THE EAST
 RL0250'ENTRANCE ON THE NORTH SIDE, IN THE TOP OF THE WEST STONE BANISTER,
 RL0250'AND 20 FEET SOUTH OF THE SOUTH CURB LINE OF SUPERIOR STREET.
 RL0250'A STANDARD DISK, STAMPED CRYSTAL FALLS 1934.
 RL0250
 RL0250                          STATION RECOVERY (1979)
 RL0250
 RL0250'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 RL0250'RECOVERED IN GOOD CONDITION.
 RL0250
 RL0250                          STATION RECOVERY (1984)
 RL0250
 RL0250'RECOVERED 1984
 RL0250'RECOVERED IN GOOD CONDITION.
 RL0250
 RL0250                          STATION RECOVERY (2003)
 RL0250
 RL0250'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL0250'DISK IS UNDER A PLASTIC FLORAL URN ON THE WEST STONE BANNISTER.
 RL0250
 RL0250                          STATION RECOVERY (2006)
 RL0250
 RL0250'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1560 ***********************************************************************
 RL1560  DESIGNATION -  CRYSTAL FALLS CO CTHSE TOWER
 RL1560  PID         -  RL1560
 RL1560  STATE/COUNTY-  MI/IRON
 RL1560  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL1560
 RL1560                         *CURRENT SURVEY CONTROL
 RL1560  ___________________________________________________________________
 RL1560* NAD 83(1994)-  46 05 48.47437(N)    088 20 06.89050(W)     ADJUSTED  
 RL1560* NAVD 88     -                                                        
 RL1560  ___________________________________________________________________
 RL1560  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 RL1560  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 RL1560
 RL1560  HORZ ORDER  -  THIRD
 RL1560
 RL1560.The horizontal coordinates were established by classical geodetic methods
 RL1560.and adjusted by the National Geodetic Survey in February 1997..
 RL1560
 RL1560
 RL1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1560
 RL1560.The geoid height was determined by GEOID03.
 RL1560
 RL1560;                    North         East     Units Scale Factor Converg.
 RL1560;SPC MI N     -   146,853.214 7,896,762.208   MT  0.99990822   -0 57 54.4
 RL1560;SPC MI N     -   481,801.88 25,908,012.49   iFT  0.99990822   -0 57 54.4
 RL1560;UTM  16      - 5,105,669.143   396,789.494   MT  0.99973095   -0 57 43.7
 RL1560
 RL1560                          SUPERSEDED SURVEY CONTROL
 RL1560
 RL1560  NAD 83(1994)-  46 05 48.47224(N)    088 20 06.88537(W) AD(       ) 4
 RL1560  NAD 83(1986)-  46 05 48.47185(N)    088 20 06.88050(W) AD(       ) 4
 RL1560  NAD 27      -  46 05 48.65100(N)    088 20 06.38300(W) AD(       ) 3
 RL1560
 RL1560.Superseded values are not recommended for survey control.
 RL1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1560.See file dsdata.txt to determine how the superseded data were derived.
 RL1560
 RL1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9678905669(NAD 83)
 RL1560_MARKER: 55 = TOWER
 RL1560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1560+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2002
 RL1560
 RL1560  HISTORY     - Date     Condition        Report By
 RL1560  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1560  HISTORY     - 20020619 GOOD             USPSQD
 RL1560  HISTORY     - 20030925 POOR             USPSQD
 RL1560
 RL1560                          STATION DESCRIPTION
 RL1560
 RL1560'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1560'THE STATION IS LOCATED IN THE TOWN OF CRYSTAL FALLS.  IT IS
 RL1560'ROCK STRUCTURE, WITH CLOCK IN TOWER AND APPROXIMATELY 100
 RL1560'FEET HIGH.
 RL1560'
 RL1560'THE TOWER IS LOCATED AT COURT AVE., AND SEVENTH STREET IN
 RL1560'CRYSTAL FALLS.
 RL1560
 RL1560                          STATION RECOVERY (2002)
 RL1560
 RL1560'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1560'RECOVERED IN GOOD CONDITION.
 RL1560
 RL1560                          STATION RECOVERY (2003)
 RL1560
 RL1560'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1560'THE TOP SECTION OF THE TOWER WITH CLOCK HAS BEEN TEMPORARILY REMOVED
 RL1560'AND PLACED ON THE COURTHOUSE LAWN WHILE THE TOWER IS BEING REBUILT.
 RL1560'THE TOWER TOP WITH CLOCK WILL BE REINSTALLED WHEN THE REBUILDING IS
 RL1560'COMPLETED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1557 ***********************************************************************
 RL1557  DESIGNATION -  CRYSTAL FALLS DEPT CONSER MAST
 RL1557  PID         -  RL1557
 RL1557  STATE/COUNTY-  MI/IRON
 RL1557  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL1557
 RL1557                         *CURRENT SURVEY CONTROL
 RL1557  ___________________________________________________________________
 RL1557* NAD 83(1994)-  46 05 27.01276(N)    088 21 49.03207(W)     ADJUSTED  
 RL1557* NAVD 88     -                                                        
 RL1557  ___________________________________________________________________
 RL1557  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 RL1557  GEOID HEIGHT-         -32.73  (meters)                     GEOID03
 RL1557
 RL1557  HORZ ORDER  -  THIRD
 RL1557
 RL1557.The horizontal coordinates were established by classical geodetic methods
 RL1557.and adjusted by the National Geodetic Survey in February 1997..
 RL1557
 RL1557
 RL1557.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1557
 RL1557.The geoid height was determined by GEOID03.
 RL1557
 RL1557;                    North         East     Units Scale Factor Converg.
 RL1557;SPC MI N     -   146,228.070 7,894,557.326   MT  0.99990857   -0 59 08.2
 RL1557;SPC MI N     -   479,750.89 25,900,778.63   iFT  0.99990857   -0 59 08.2
 RL1557;UTM  16      - 5,105,043.991   394,585.030   MT  0.99973660   -0 58 57.0
 RL1557
 RL1557                          SUPERSEDED SURVEY CONTROL
 RL1557
 RL1557  NAD 83(1994)-  46 05 27.01127(N)    088 21 49.02696(W) AD(       ) 4
 RL1557  NAD 83(1986)-  46 05 27.01234(N)    088 21 49.02430(W) AD(       ) 4
 RL1557  NAD 27      -  46 05 27.20100(N)    088 21 48.54700(W) AD(       ) 3
 RL1557
 RL1557.Superseded values are not recommended for survey control.
 RL1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1557.See file dsdata.txt to determine how the superseded data were derived.
 RL1557
 RL1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9458505044(NAD 83)
 RL1557_MARKER: 42 = RADIO/TV MAST
 RL1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1557+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 RL1557
 RL1557  HISTORY     - Date     Condition        Report By
 RL1557  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1557  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL1557  HISTORY     - 20020619 GOOD             USPSQD
 RL1557  HISTORY     - 20030925 GOOD             USPSQD
 RL1557
 RL1557                          STATION DESCRIPTION
 RL1557
 RL1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1557'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL
 RL1557'FALLS AND 0.2 MILE WEST OF CRYSTAL FALLS FOREST SERVICE LOOKOUT
 RL1557'TOWER.  IT IS OF STEEL CONSTRUCTION, PAINTED RED AND WHITE,
 RL1557'AND IS ABOUT 100 FEET HIGH.
 RL1557'
 RL1557'THE POINT INTERSECTED WAS THE TOP OF TOWER.
 RL1557'
 RL1557'TO REACH THE STATION FROM THE STOP SIGN IN CRYSTAL FALLS,
 RL1557'GO WESTERLY ON U.S. HIGHWAY 2 AND 141 FOR 1.1 MILES TO
 RL1557'WHERE U.S. HIGHWAY 141 TURN NORTH, CONTINUE WESTERLY ON U.S.
 RL1557'HIGHWAY 2 FOR 0.55 MILE TO A REVERSE FORK, TURN SHARP LEFT
 RL1557'AND GO EAST ON A PAVED ROAD FOR 0.1 MILE TURN RIGHT AND GO SOUTH
 RL1557'ON WOODS ROAD FOR 0.2 MILE TO TOWER.
 RL1557
 RL1557                          STATION RECOVERY (2001)
 RL1557
 RL1557'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1557'MARK NOT FOUND.
 RL1557
 RL1557                          STATION RECOVERY (2002)
 RL1557
 RL1557'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1557'RECOVERED IN GOOD CONDITION.
 RL1557
 RL1557                          STATION RECOVERY (2003)
 RL1557
 RL1557'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1559 ***********************************************************************
 RL1559  DESIGNATION -  CRYSTAL FALLS MUNICIPAL TANK
 RL1559  PID         -  RL1559
 RL1559  STATE/COUNTY-  MI/IRON
 RL1559  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL1559
 RL1559                         *CURRENT SURVEY CONTROL
 RL1559  ___________________________________________________________________
 RL1559* NAD 83(1994)-  46 05 48.93486(N)    088 20 10.42600(W)     ADJUSTED  
 RL1559* NAVD 88     -                                                        
 RL1559  ___________________________________________________________________
 RL1559  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 RL1559  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 RL1559
 RL1559  HORZ ORDER  -  THIRD
 RL1559
 RL1559.The horizontal coordinates were established by classical geodetic methods
 RL1559.and adjusted by the National Geodetic Survey in February 1997..
 RL1559
 RL1559
 RL1559.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1559
 RL1559.The geoid height was determined by GEOID03.
 RL1559
 RL1559;                    North         East     Units Scale Factor Converg.
 RL1559;SPC MI N     -   146,868.708 7,896,686.523   MT  0.99990822   -0 57 56.9
 RL1559;SPC MI N     -   481,852.72 25,907,764.18   iFT  0.99990822   -0 57 56.9
 RL1559;UTM  16      - 5,105,684.630   396,713.822   MT  0.99973114   -0 57 46.3
 RL1559
 RL1559                          SUPERSEDED SURVEY CONTROL
 RL1559
 RL1559  NAD 83(1994)-  46 05 48.93274(N)    088 20 10.42086(W) AD(       ) 4
 RL1559  NAD 83(1986)-  46 05 48.93237(N)    088 20 10.41593(W) AD(       ) 4
 RL1559  NAD 27      -  46 05 49.11100(N)    088 20 09.92600(W) AD(       ) 3
 RL1559
 RL1559.Superseded values are not recommended for survey control.
 RL1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1559.See file dsdata.txt to determine how the superseded data were derived.
 RL1559
 RL1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9671405685(NAD 83)
 RL1559_MARKER: 53 = ELEVATED TANK
 RL1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1559+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2003
 RL1559
 RL1559  HISTORY     - Date     Condition        Report By
 RL1559  HISTORY     - 1954     FIRST OBSERVED   CGS
 RL1559  HISTORY     - 20020619 GOOD             USPSQD
 RL1559  HISTORY     - 20030925 GOOD             USPSQD
 RL1559
 RL1559                          STATION DESCRIPTION
 RL1559
 RL1559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1559'THE STATION IS LOCATED IN TOWN OF CRYSTAL FALLS.  IT IS A
 RL1559'6 LEGGED STEEL STRUCTURE, PAINTED SILVER, AND APPROXIMATELY
 RL1559'125 FEET HIGH.
 RL1559'
 RL1559'THE POINT INTERSECTED WAS THE BALL ON TOP OF TANK.
 RL1559'
 RL1559'THE TANK IS LOCATED AT SUPERIOR AVE, AND SEVENTH STREET IN
 RL1559'CRYSTAL FALLS.
 RL1559
 RL1559                          STATION RECOVERY (2002)
 RL1559
 RL1559'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1559'RECOVERED IN GOOD CONDITION.
 RL1559
 RL1559                          STATION RECOVERY (2003)
 RL1559
 RL1559'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1559'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1558 ***********************************************************************
 RL1558  DESIGNATION -  CRYSTAL FALLS TOWER
 RL1558  PID         -  RL1558
 RL1558  STATE/COUNTY-  MI/IRON
 RL1558  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL1558
 RL1558                         *CURRENT SURVEY CONTROL
 RL1558  ___________________________________________________________________
 RL1558* NAD 83(1994)-  46 05 37.71866(N)    088 21 50.43179(W)     ADJUSTED  
 RL1558* NAVD 88     -       485.     (meters)    1591.     (feet)  VERTCON   
 RL1558  ___________________________________________________________________
 RL1558  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 RL1558  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 RL1558
 RL1558  HORZ ORDER  -  SECOND
 RL1558
 RL1558.The horizontal coordinates were established by classical geodetic methods
 RL1558.and adjusted by the National Geodetic Survey in February 1997..
 RL1558
 RL1558.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1558
 RL1558.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1558
 RL1558.The geoid height was determined by GEOID03.
 RL1558
 RL1558;                    North         East     Units Scale Factor Converg.
 RL1558;SPC MI N     -   146,559.063 7,894,532.951   MT  0.99990839   -0 59 09.2
 RL1558;SPC MI N     -   480,836.82 25,900,698.66   iFT  0.99990839   -0 59 09.2
 RL1558;UTM  16      - 5,105,374.925   394,560.642   MT  0.99973667   -0 58 58.2
 RL1558
 RL1558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1558!SPC MI N     -   0.99992910  x   0.99990839  =   0.99983750
 RL1558!UTM  16      -   0.99992910  x   0.99973667  =   0.99966579
 RL1558
 RL1558                          SUPERSEDED SURVEY CONTROL
 RL1558
 RL1558  NAD 83(1994)-  46 05 37.71704(N)    088 21 50.42619(W) AD(       ) 2
 RL1558  NAD 83(1986)-  46 05 37.71606(N)    088 21 50.42418(W) AD(       ) 2
 RL1558  NAD 27      -  46 05 37.89200(N)    088 21 49.94500(W) AD(       ) 2
 RL1558  NGVD 29 (07/19/86)  485.     (m)         1591.     (f) VERT ANG       
 RL1558
 RL1558.Superseded values are not recommended for survey control.
 RL1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1558.See file dsdata.txt to determine how the superseded data were derived.
 RL1558
 RL1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9456105375(NAD 83)
 RL1558_MARKER: DB = BENCH MARK DISK
 RL1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1558_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1558+STABILITY: SURFACE MOTION
 RL1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1558+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL1558
 RL1558  HISTORY     - Date     Condition        Report By
 RL1558  HISTORY     - 1951     MONUMENTED       USGS
 RL1558  HISTORY     - 1954     GOOD             USGS
 RL1558  HISTORY     - 1975     GOOD             NGS
 RL1558  HISTORY     - 1979     GOOD             MIDH
 RL1558  HISTORY     - 20020619 GOOD             USPSQD
 RL1558  HISTORY     - 20030925 GOOD             USPSQD
 RL1558  HISTORY     - 20060803 GOOD             USPSQD
 RL1558
 RL1558                          STATION DESCRIPTION
 RL1558
 RL1558'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 RL1558'THE STATION IS LOCATED ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS
 RL1558'ON THE SOUTH SIDE OF A PAVED ROAD AND ABOUT 0.1 MILE SOUTHEAST
 RL1558'OF U.S. HIGHWAY 2.  IT IS ABOUT 100 FEET HIGH, FOUR LEGGED,
 RL1558'OF STEEL CONSTRUCTION AND HAS A WOODEN LOOKOUT CAGE ON TOP.
 RL1558'THE MARK IS SET IN THE CENTER OF THE BASE OF THE TOWER.  IT
 RL1558'IS A STANDARD USGS BENCH MARK DISK SET FLUSH IN THE CENTER
 RL1558'OF THE TOP OF A FIVE BY FIVE INCH CONCRETE POST THAT PROJECTS
 RL1558'ABOUT 4 INCHES.  THE DISK IS STAMPED CRYSTAL FALLS TOWER
 RL1558'1934 R 1951.  A TRAVERSE CONNECTION WAS MADE FROM
 RL1558'TRIANGULATION STATION CRYSTAL TO THIS MARK AND THE DISTANCE IS
 RL1558'14.980 METERS (49.15 FEET) NORTH.
 RL1558'
 RL1558'TO REACH THE STATION FROM THE IRON COUNTY COURT HOUSE IN CRYSTAL
 RL1558'FALLS, GO NORTH FOR 1 BLOCK TO U.S. HIGHWAYS 141 AND 2, TURN
 RL1558'LEFT ONTO THE U.S. HIGHWAYS AND GO WEST FOR 1.1 MILES TO WHERE
 RL1558'U.S. HIGHWAY 141 TURNS NORTH, CONTINUE ON U.S. HIGHWAY 2
 RL1558'FOR 0.55 MILE TO A REVERSE FORK, TURN SHARP LEFT AND GO EAST
 RL1558'ON A PAVED ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT.
 RL1558
 RL1558                          STATION RECOVERY (1975)
 RL1558
 RL1558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RL1558'THE STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER, A DIFFERENCE
 RL1558'OF 0.018 METER SHORTER IN THE TRAVERSE DISTANCE TO TRIANGULATION
 RL1558'STATION CRYSTAL 1954 1975 AND 2 MINUTES LARGER IN DIRECTION WAS
 RL1558'NOTED AND VERIFIED AT THIS TIME.
 RL1558'
 RL1558'THE STATION IS ABOUT 1-1/2 MILES WEST OF CRYSTAL FALLS AND ON LAND
 RL1558'OWNED BY THE FIRST NATIONAL UNDERWRITERS INCORPORATED, MR. FRED
 RL1558'SAIGH, 412 3RD STREET, IRON RIVER, MICHIGAN.
 RL1558'
 RL1558'THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED CRYSTAL
 RL1558'FALLS TOWER 1934 R 1951, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE
 RL1558'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET EAST
 RL1558'OF A METAL WITNESS POST AND UNDER THE CENTER OF THE LOOKOUT TOWER.
 RL1558'
 RL1558'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 141
 RL1558'IN THE NORTHWEST PART OF CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 RL1558'FOR 0.55 MILE TO A REVERSE FORK.  TURN SHARP LEFT AND GO EASTERLY ON
 RL1558'A SURFACED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER AND THE
 RL1558'STATION.
 RL1558'
 RL1558'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST
 RL1558'OF CRYSTAL FALLS.
 RL1558
 RL1558                          STATION RECOVERY (1979)
 RL1558
 RL1558'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979 (BRT)
 RL1558'CRYSTAL FALLS TOWER 1934 R 1951 RECOVERED GOOD.
 RL1558'
 RL1558'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES WEST OF
 RL1558'CRYSTAL FALLS.
 RL1558
 RL1558                          STATION RECOVERY (2002)
 RL1558
 RL1558'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1558'RECOVERED IN GOOD CONDITION.
 RL1558
 RL1558                          STATION RECOVERY (2003)
 RL1558
 RL1558'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1558'RECOVERED IN GOOD CONDITION.
 RL1558
 RL1558                          STATION RECOVERY (2006)
 RL1558
 RL1558'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0589 ***********************************************************************
 PL0589  DESIGNATION -  CRYSTAL MTN RESORT
 PL0589  PID         -  PL0589
 PL0589  STATE/COUNTY-  MI/BENZIE
 PL0589  USGS QUAD   -  MARILLA (1987)
 PL0589
 PL0589                         *CURRENT SURVEY CONTROL
 PL0589  ___________________________________________________________________
 PL0589* NAD 83(1994)-  44 31 14.97304(N)    085 59 26.66972(W)     ADJUSTED  
 PL0589* NAVD 88     -       242.2    (meters)     795.     (feet)  GPS OBS   
 PL0589  ___________________________________________________________________
 PL0589  X           -     318,491.324 (meters)                     COMP
 PL0589  Y           -  -4,544,086.001 (meters)                     COMP
 PL0589  Z           -   4,449,683.896 (meters)                     COMP
 PL0589  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 PL0589  ELLIP HEIGHT-         207.35  (meters)          (07/17/02) GPS OBS
 PL0589  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 PL0589
 PL0589  HORZ ORDER  -  FIRST
 PL0589  ELLP ORDER  -  FOURTH    CLASS I
 PL0589
 PL0589.The horizontal coordinates were established by GPS observations
 PL0589.and adjusted by the National Geodetic Survey in February 1997..
 PL0589
 PL0589.The orthometric height was determined by GPS observations and a
 PL0589.high-resolution geoid model.
 PL0589
 PL0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0589
 PL0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0589
 PL0589.The ellipsoidal height was determined by GPS observations
 PL0589.and is referenced to NAD 83.
 PL0589
 PL0589.The geoid height was determined by GEOID03.
 PL0589
 PL0589;                    North         East     Units Scale Factor Converg.
 PL0589;SPC MI C     -   135,099.398 5,870,900.427   MT  0.99993974   -1 08 50.1
 PL0589;SPC MI C     -   443,239.49 19,261,484.34   iFT  0.99993974   -1 08 50.1
 PL0589;UTM  16      - 4,930,217.801   580,205.283   MT  0.99967911   +0 42 27.7
 PL0589
 PL0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0589!SPC MI C     -   0.99996749  x   0.99993974  =   0.99990723
 PL0589!UTM  16      -   0.99996749  x   0.99967911  =   0.99964661
 PL0589
 PL0589                          SUPERSEDED SURVEY CONTROL
 PL0589
 PL0589  ELLIP H (02/03/97)  207.38   (m)                       GP(       ) 4 1
 PL0589  NAD 83(1986)-  44 31 14.97471(N)    085 59 26.67256(W) AD(       ) 1
 PL0589
 PL0589.Superseded values are not recommended for survey control.
 PL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0589.See file dsdata.txt to determine how the superseded data were derived.
 PL0589
 PL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8020530218(NAD 83)
 PL0589_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0589_SP_SET: CONCRETE POST
 PL0589_STAMPING: CRYSTAL MTN RESORT 1992
 PL0589_MARK LOGO: NGS   
 PL0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0589+STABILITY: SURFACE MOTION
 PL0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0589+SATELLITE: SATELLITE OBSERVATIONS - 1992
 PL0589
 PL0589  HISTORY     - Date     Condition        Report By
 PL0589  HISTORY     - 1992     MONUMENTED       NGS
 PL0589  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 PL0589
 PL0589                          STATION DESCRIPTION
 PL0589
 PL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 PL0589'STATION IS LOCATED IN QUAD. 440861.  IT IS IN SECTION 34, T-25-N,
 PL0589'R-14-W, SPRINGDALE TOWNSHIP, AND ON THE THOMPSONVILLE QUADRANGLE MAP.
 PL0589'IT IS ABOUT 1-1/2 MILES WEST FROM THOMPSONVILLE, 15 MILES (24.1 KM)
 PL0589'SOUTHEAST FROM FRANKFORT, 15 MILES (24.1 KM) NORTHWEST FROM MESICK AND
 PL0589'ABOUT 25 MILES (40.2 KM) SOUTHWEST FROM TRAVERSE CITY ON PROPERTY OF
 PL0589'THE CRYSTAL MOUNTAIN RESORT.
 PL0589'STATION IS LOCATED ON THE GROUNDS OF THE CRYSTAL MOUNTAIN RESORT, JUST
 PL0589'NORTHWEST OF THE SKI PATROL BUILDING LOCATED AT THE BASE OF THE
 PL0589'EASTERN MOST SKI SLOPE AND SOUTHEAST FROM THE MAIN REGISTRATION
 PL0589'OFFICE FOR RESORT.
 PL0589'STATION IS 114.0 FEET (34.7 M) EAST FROM THE FIRST METAL ROLLER POLE
 PL0589'FOR THE SKI LIFT, 96.2 FEET (29.3 M) NORTHWEST FROM THE MAIN ENTRANCE
 PL0589'DOOR TO THE SKI PATROL BUILDING, 85.0 FEET (25.9 M) WEST-NORTHWEST
 PL0589'FROM THE NORTHWEST CORNER OF SKI PATROL BUILDING, 69.6 FEET (21.2 M)
 PL0589'NORTHWEST FROM A METAL FLAG POLE SETTING IN FRONT OF SKI PATROL
 PL0589'BUILDING, 48.5 FEET (14.8 M) SOUTH FROM THE SOUTHEAST CORNER OF A
 PL0589'SMALL BUILDING KNOWN AS THE RACE SHACK, 47.5 FEET (14.5 M) SOUTH FROM
 PL0589'A UTILITY POLE HOLDING NIGHT LIGHTS, 47.3 FEET (14.4 M) SOUTH FROM A
 PL0589'CARSONITE WITNESS POST, 33.0 FEET (10.1 M) NORTHWEST FROM THE CENTER
 PL0589'OF THE TRACK ROAD IN FRONT OF THE SKI PATROL BUILDING AND 12.6 FEET
 PL0589'(3.8 M) NORTHEAST FROM AN ODD SHAPED SLAB OF CONCRETE WHICH IS FLUSH
 PL0589'WITH GROUND.
 PL0589
 PL0589                          STATION RECOVERY (1996)
 PL0589
 PL0589'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0212 ***********************************************************************
 OJ0212  DESIGNATION -  CUL USLS
 OJ0212  PID         -  OJ0212
 OJ0212  STATE/COUNTY-  MI/HURON
 OJ0212  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0212
 OJ0212                         *CURRENT SURVEY CONTROL
 OJ0212  ___________________________________________________________________
 OJ0212* NAD 83(1986)-  43 48 15.     (N)    082 37 53.     (W)     SCALED    
 OJ0212* NAVD 88     -       186.122  (meters)     610.64   (feet)  ADJUSTED  
 OJ0212  ___________________________________________________________________
 OJ0212  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0212  DYNAMIC HT  -         186.090 (meters)     610.53  (feet)  COMP
 OJ0212  MODELED GRAV-     980,442.1   (mgal)                       NAVD 88
 OJ0212
 OJ0212  VERT ORDER  -  FIRST     CLASS 0
 OJ0212
 OJ0212.The horizontal coordinates were scaled from a topographic map and have
 OJ0212.an estimated accuracy of +/- 6 seconds.
 OJ0212
 OJ0212.The orthometric height was determined by differential leveling
 OJ0212.and adjusted by the National Geodetic Survey in June 1991..
 OJ0212
 OJ0212.The geoid height was determined by GEOID03.
 OJ0212
 OJ0212.The dynamic height is computed by dividing the NAVD 88
 OJ0212.geopotential number by the normal gravity value computed on the
 OJ0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0212.degrees latitude (g = 980.6199 gals.).
 OJ0212
 OJ0212.The modeled gravity was interpolated from observed gravity values.
 OJ0212
 OJ0212;                    North         East    Units  Estimated Accuracy
 OJ0212;SPC MI S     -   257,400.    4,139,630.      MT  (+/- 180 meters Scaled)
 OJ0212
 OJ0212                          SUPERSEDED SURVEY CONTROL
 OJ0212
 OJ0212  NGVD 29 (??/??/??)  186.230  (m)          610.99   (f) ADJUSTED    1 0
 OJ0212
 OJ0212.Superseded values are not recommended for survey control.
 OJ0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0212.See file dsdata.txt to determine how the superseded data were derived.
 OJ0212
 OJ0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ687514(NAD 83)
 OJ0212_MARKER: Z = SEE DESCRIPTION
 OJ0212_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0212_SP_SET: CULVERT
 OJ0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0212
 OJ0212  HISTORY     - Date     Condition        Report By
 OJ0212  HISTORY     - 1970     MONUMENTED       USLS
 OJ0212  HISTORY     - 1970     GOOD             USLS
 OJ0212  HISTORY     - 1980     GOOD             NGS
 OJ0212  HISTORY     - 19991211 GOOD             USPSQD
 OJ0212
 OJ0212                          STATION DESCRIPTION
 OJ0212
 OJ0212'DESCRIBED BY US LAKE SURVEY 1970
 OJ0212'3.1 MI S FROM HARBOR BEACH.
 OJ0212'CUL IS IN HURON COUNTY, MICHIGAN, ABOUT 3.1 MILES SOUTH ON
 OJ0212'U.S. 25 OF THE INTERSECTION OF STATE STREET AND LAKESHORE ROAD
 OJ0212'(U.S. 25) IN HARBOR BEACH, ACROSS THE HIGHWAY FROM RESIDENCE
 OJ0212'1595, 25 FEET WEST OF CENTERLINE OF U.S. 25, 3.7 FEET SOUTHWEST
 OJ0212'OF AN 8-INCH DIAMETER WHITE GUARD POST, 0.9 FEET SOUTH OF THE
 OJ0212'NORTH FACE AND 0.4 FEET EAST OF THE WEST FACE OF A CONCRETE
 OJ0212'CULVERT, BEING HIGHEST POINT ON TOP OF A 5/8-INCH HEXAGONAL BRASS
 OJ0212'ROD SET INTO THE CONCRETE.  BM CUL 1970
 OJ0212
 OJ0212                          STATION RECOVERY (1980)
 OJ0212
 OJ0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0212'4.9 KILOMETERS (3.05 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0212'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, ACROSS THE HIGHWAY
 OJ0212'FROM HOUSE NUMBER 1597, SET IN THE NORTH END OF A CULVERT. 7.7
 OJ0212'METERS (25.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.3 METER
 OJ0212'(0.9 FOOT) SOUTH OF THE NORTH END OF THE CULVERT.
 OJ0212'THE MARK IS 0.5 M BELOW HIGHWAY.
 OJ0212
 OJ0212                          STATION RECOVERY (1999)
 OJ0212
 OJ0212'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1159 ***********************************************************************
 RJ1159  DESIGNATION -  CULHANE
 RJ1159  PID         -  RJ1159
 RJ1159  STATE/COUNTY-  MI/CHIPPEWA
 RJ1159  USGS QUAD   -  TIMBERLOST (1975)
 RJ1159
 RJ1159                         *CURRENT SURVEY CONTROL
 RJ1159  ___________________________________________________________________
 RJ1159* NAD 83(1994)-  46 32 34.04069(N)    085 11 49.69570(W)     ADJUSTED  
 RJ1159* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 RJ1159  ___________________________________________________________________
 RJ1159  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 RJ1159  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 RJ1159
 RJ1159  HORZ ORDER  -  SECOND
 RJ1159
 RJ1159.The horizontal coordinates were established by classical geodetic methods
 RJ1159.and adjusted by the National Geodetic Survey in February 1997..
 RJ1159
 RJ1159.The orthometric height was scaled from a topographic map.
 RJ1159
 RJ1159.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1159
 RJ1159.The geoid height was determined by GEOID03.
 RJ1159
 RJ1159;                    North         East     Units Scale Factor Converg.
 RJ1159;SPC MI N     -   197,126.568 8,138,259.820   MT  0.99991291   +1 18 11.1
 RJ1159;SPC MI N     -   646,740.71 26,700,327.49   iFT  0.99991291   +1 18 11.1
 RJ1159;UTM  16      - 5,155,936.817   638,227.272   MT  0.99983486   +1 18 32.0
 RJ1159
 RJ1159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1159!SPC MI N     -   0.99995956  x   0.99991291  =   0.99987247
 RJ1159!UTM  16      -   0.99995956  x   0.99983486  =   0.99979442
 RJ1159
 RJ1159|---------------------------------------------------------------------|
 RJ1159| PID    Reference Object                     Distance      Geod. Az  |
 RJ1159|                                                           dddmmss.s |
 RJ1159| CH1028 CULHANE RM 1                         25.219 METERS 01952     |
 RJ1159| RJ1167 ECKER                               APPROX. 8.1 KM 1332946.4 |
 RJ1159| CH1029 CULHANE RM 2                         30.410 METERS 30440     |
 RJ1159|---------------------------------------------------------------------|
 RJ1159
 RJ1159                          SUPERSEDED SURVEY CONTROL
 RJ1159
 RJ1159  NAD 83(1986)-  46 32 34.03435(N)    085 11 49.69276(W) AD(       ) 2
 RJ1159  NAD 27      -  46 32 33.97766(N)    085 11 49.32307(W) AD(       ) 2
 RJ1159
 RJ1159.Superseded values are not recommended for survey control.
 RJ1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1159.See file dsdata.txt to determine how the superseded data were derived.
 RJ1159
 RJ1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3822755937(NAD 83)
 RJ1159_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1159_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1159
 RJ1159  HISTORY     - Date     Condition        Report By
 RJ1159  HISTORY     - 1965     MONUMENTED       CGS
 RJ1159
 RJ1159                          STATION DESCRIPTION
 RJ1159
 RJ1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1159'STATION IS ABOUT 14 MILES NORTHWEST OF ECKERMAN, 9 MILES SOUTHWEST
 RJ1159'OF PARADISE AND ON
 RJ1159'THE PROPERTY OF CONNERS LUMBER AND LAND COMPANY.
 RJ1159'
 RJ1159'TO REACH THE STATION FROM THE RAILROAD CROSSING IN THE SMALL TOWN
 RJ1159'OF ECKERMAN, GO
 RJ1159'NORTHERLY ON STATE HIGHWAY 123 FOR 8.75 MILES TO A SIDE
 RJ1159'ROAD LEFT.  TURN LEFT AND GO
 RJ1159'NORTHWEST ON A GRAVELED ROAD FOR 0.3 MILE TO
 RJ1159'A CROSSROAD.  TURN LEFT AND GO WESTERLY ON A
 RJ1159'GRAVELED ROAD FOR 1.15 MILES
 RJ1159'TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON A
 RJ1159'GRADED SAND ROAD
 RJ1159'FOR 0.75 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO NORTHWESTERLY ON
 RJ1159'A SAND ROAD FOR 3.3
 RJ1159'MILES TO A FORK, TAKE THE RIGHT FORK AND GO NORTHERLY
 RJ1159'ON A SAND ROAD FOR 1.3 MILES TO A
 RJ1159'FORK.  TAKE THE LEFT FORK AND CONTINUE
 RJ1159'NORTHERLY ON THE SAND ROAD FOR 2.3 MILES TO A DIM
 RJ1159'SIDE ROAD LEFT AND THE
 RJ1159'MAIN ROAD CURVES SHARP RIGHT, EAST.  CONTINUE EAST ON THE MAIN
 RJ1159'TRAVELED ROAD FOR
 RJ1159'0.2 MILE TO A SIDE ROAD LEFT.  CONTINUE EAST ON A NARROW SAND
 RJ1159'ROAD FOR 0.4 MILE TO A
 RJ1159'BLADED SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 RJ1159'THE BLADED ROAD FOR 0.05 MILE TO THE
 RJ1159'STATION ON THE RIGHT.
 RJ1159'
 RJ1159'STATION MARKS ARE STANDARD DISKS STAMPED CULHANE 1965.  THE SURFACE
 RJ1159'DISK IS SET IN A
 RJ1159'ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RJ1159'6.5 FEET SOUTHEAST OF A METAL
 RJ1159'WITNESS POST, WEST OF A 24 INCH MAPLE TREE,
 RJ1159'26 FEET SOUTH OF THE CENTER OF THE BLADED ROAD
 RJ1159'AND 43 FEET SOUTHEAST OF A
 RJ1159'12 INCH TRIANGULAR BLAZED BIRCH TREE.  THE UNDERGROUND DISK IS
 RJ1159'SET IN AN IRREGULAR
 RJ1159'MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1159'
 RJ1159'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CULHANE NO 1 1965, IS
 RJ1159'SET IN A ROUND
 RJ1159'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.7 FEET
 RJ1159'SOUTHWEST OF A METAL WITNESS
 RJ1159'POST, 17 FEET NORTHEAST OF A 16 INCH MAPLE
 RJ1159'TREE AND 57 FEET NORTH OF THE CENTER OF THE
 RJ1159'BLADED ROAD.
 RJ1159'
 RJ1159'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CULHANE NO 2 1965, IS
 RJ1159'SET IN A ROUND
 RJ1159'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2 FEET
 RJ1159'SOUTHWEST OF A METAL WITNESS
 RJ1159'POST, 20 FEET SOUTH OF THE CENTER OF THE
 RJ1159'BLADED ROAD AND 56 FEET WEST OF THE TRIANGULAR
 RJ1159'BLAZED BIRCH TREE.
 RJ1159'
 RJ1159'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1159'
 RJ1159'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0207 ***********************************************************************
 RJ0207  DESIGNATION -  CULVERT
 RJ0207  PID         -  RJ0207
 RJ0207  STATE/COUNTY-  MI/CHIPPEWA
 RJ0207  USGS QUAD   -  GOETZVILLE (1976)
 RJ0207
 RJ0207                         *CURRENT SURVEY CONTROL
 RJ0207  ___________________________________________________________________
 RJ0207* NAD 83(1986)-  46 18 32.     (N)    084 05 03.     (W)     SCALED    
 RJ0207* NAVD 88     -       178.620  (meters)     586.02   (feet)  ADJUSTED  
 RJ0207  ___________________________________________________________________
 RJ0207  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0207  DYNAMIC HT  -         178.629 (meters)     586.05  (feet)  COMP
 RJ0207  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RJ0207
 RJ0207  VERT ORDER  -  FIRST     CLASS I
 RJ0207
 RJ0207.The horizontal coordinates were scaled from a topographic map and have
 RJ0207.an estimated accuracy of +/- 6 seconds.
 RJ0207
 RJ0207.The orthometric height was determined by differential leveling
 RJ0207.and adjusted by the National Geodetic Survey in June 1991..
 RJ0207
 RJ0207.The geoid height was determined by GEOID03.
 RJ0207
 RJ0207.The dynamic height is computed by dividing the NAVD 88
 RJ0207.geopotential number by the normal gravity value computed on the
 RJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0207.degrees latitude (g = 980.6199 gals.).
 RJ0207
 RJ0207.The modeled gravity was interpolated from observed gravity values.
 RJ0207
 RJ0207;                    North         East    Units  Estimated Accuracy
 RJ0207;SPC MI N     -   173,690.    8,224,540.      MT  (+/- 180 meters Scaled)
 RJ0207
 RJ0207                          SUPERSEDED SURVEY CONTROL
 RJ0207
 RJ0207  NGVD 29 (??/??/92)  178.603  (m)          585.97   (f) ADJ UNCH    1 1
 RJ0207
 RJ0207.Superseded values are not recommended for survey control.
 RJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0207.See file dsdata.txt to determine how the superseded data were derived.
 RJ0207
 RJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS245325(NAD 83)
 RJ0207_MARKER: B = BOLT
 RJ0207_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0207_SP_SET: CULVERT
 RJ0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0207
 RJ0207  HISTORY     - Date     Condition        Report By
 RJ0207  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0207  HISTORY     - 1969     GOOD             USLS
 RJ0207
 RJ0207                          STATION DESCRIPTION
 RJ0207
 RJ0207'DESCRIBED BY US LAKE SURVEY 1969
 RJ0207'AT ST JOSEPH ISLAND.
 RJ0207'CULVERT IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0207'FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES TO INTERSECTION
 RJ0207'OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST 2.5 MILES TO
 RJ0207'INTERSECTION OF D LINE ROAD, CONTINUE SOUTHWEST 2.5 MILES TO
 RJ0207'INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHEAST 1.3 MILES
 RJ0207'TO INTERSECTION OF HIGHWAY NO. 548, CONTINUE NORTHWEST 1.3 MILES
 RJ0207'TO INTERSECTION, TURN RIGHT, GO 1.4 MILES NORTHEAST TO
 RJ0207'T-INTERSECTION, TURN LEFT, GO 0.9 MILE NORTHERLY TO Y-INTERSECTION
 RJ0207'AND VICINITY OF MARK, 39.3 FEET SOUTHWEST OF UTILITY POLE NO.
 RJ0207'C-1-49, 12 FEET WEST OF CENTERLINE OF NORTH-SOUTH ROD, AT NORTH
 RJ0207'END OF CONCRETE CULVERT, 2 FEET ABOVE THE GROUND SURFACE, BEING
 RJ0207'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BOLT SET INTO THE
 RJ0207'TOP OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0214 ***********************************************************************
 OJ0214  DESIGNATION -  CULVERT USLS
 OJ0214  PID         -  OJ0214
 OJ0214  STATE/COUNTY-  MI/HURON
 OJ0214  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0214
 OJ0214                         *CURRENT SURVEY CONTROL
 OJ0214  ___________________________________________________________________
 OJ0214* NAD 83(1986)-  43 49 54.     (N)    082 38 46.     (W)     SCALED    
 OJ0214* NAVD 88     -       185.213  (meters)     607.65   (feet)  ADJUSTED  
 OJ0214  ___________________________________________________________________
 OJ0214  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0214  DYNAMIC HT  -         185.182 (meters)     607.55  (feet)  COMP
 OJ0214  MODELED GRAV-     980,447.5   (mgal)                       NAVD 88
 OJ0214
 OJ0214  VERT ORDER  -  FIRST     CLASS 0
 OJ0214
 OJ0214.The horizontal coordinates were scaled from a topographic map and have
 OJ0214.an estimated accuracy of +/- 6 seconds.
 OJ0214
 OJ0214.The orthometric height was determined by differential leveling
 OJ0214.and adjusted by the National Geodetic Survey in June 1991..
 OJ0214
 OJ0214.The geoid height was determined by GEOID03.
 OJ0214
 OJ0214.The dynamic height is computed by dividing the NAVD 88
 OJ0214.geopotential number by the normal gravity value computed on the
 OJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0214.degrees latitude (g = 980.6199 gals.).
 OJ0214
 OJ0214.The modeled gravity was interpolated from observed gravity values.
 OJ0214
 OJ0214;                    North         East    Units  Estimated Accuracy
 OJ0214;SPC MI S     -   260,430.    4,138,390.      MT  (+/- 180 meters Scaled)
 OJ0214
 OJ0214                          SUPERSEDED SURVEY CONTROL
 OJ0214
 OJ0214  NGVD 29 (??/??/??)  185.321  (m)          608.01   (f) ADJUSTED    1 0
 OJ0214
 OJ0214.Superseded values are not recommended for survey control.
 OJ0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0214.See file dsdata.txt to determine how the superseded data were derived.
 OJ0214
 OJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ676544(NAD 83)
 OJ0214_MARKER: Z = SEE DESCRIPTION
 OJ0214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0214_SP_SET: CULVERT
 OJ0214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0214
 OJ0214  HISTORY     - Date     Condition        Report By
 OJ0214  HISTORY     - 1970     MONUMENTED       USLS
 OJ0214  HISTORY     - 1970     GOOD             USLS
 OJ0214  HISTORY     - 1980     GOOD             NGS
 OJ0214  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0214
 OJ0214                          STATION DESCRIPTION
 OJ0214
 OJ0214'DESCRIBED BY US LAKE SURVEY 1970
 OJ0214'0.9 MI S FROM HARBOR BEACH.
 OJ0214'CULVERT IS IN HURON COUNTY, MICHIGAN, ABOUT 0.9 MILE SOUTH OF
 OJ0214'THE INTERSECTION OF STATE STREET AND LAKESHORE ROAD (U.S. 25)
 OJ0214'IN HARBOR BEACH, 29 FEET SOUTHWESTERLY OF THE CENTERLINE OF
 OJ0214'HIGHWAY U.S. 25, 14 FEET NORTHEAST OF CENTERLINE OF OLD LAKESHORE
 OJ0214'RD., 11.2 FEET NORTHWEST OF MOST NORTHEASTERLY OF FOUR WHITE
 OJ0214'8-INCH DIAMETER GUARD POSTS, 0.6 FEET NORTHWEST OF NORTHEAST
 OJ0214'EDGE AND 0.4 FEET NORTHEAST OF SOUTHWEST EDGE OF CONCRETE
 OJ0214'CULVER 2085+10, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0214'HEXAGONAL BRASS ROD SET INTO THE CONCRETE.  BM CULVERT 1970
 OJ0214
 OJ0214                          STATION RECOVERY (1980)
 OJ0214
 OJ0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0214'1.5 KILOMETERS (0.95 MILE) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0214'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET IN A CULVERT
 OJ0214'BETWEEN THE HIGHWAY AND A DIRT ROAD. 8.8 METERS (29.0 FEET)
 OJ0214'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.3 METERS (14.0 FEET)
 OJ0214'NORTHEAST OF THE DIRT ROAD, 0.18 METER (0.6 FOOT) NORTHWEST OF THE
 OJ0214'SOUTHEAST END OF THE CULVERT.
 OJ0214'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0214
 OJ0214                          STATION RECOVERY (1999)
 OJ0214
 OJ0214'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0214'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0194 ***********************************************************************
 RJ0194  DESIGNATION -  CUM
 RJ0194  PID         -  RJ0194
 RJ0194  STATE/COUNTY-  MI/CHIPPEWA
 RJ0194  USGS QUAD   -  OAK RIDGE (1976)
 RJ0194
 RJ0194                         *CURRENT SURVEY CONTROL
 RJ0194  ___________________________________________________________________
 RJ0194* NAD 83(1986)-  46 16 27.     (N)    084 08 06.     (W)     SCALED    
 RJ0194* NAVD 88     -       187.300  (meters)     614.50   (feet)  ADJUSTED  
 RJ0194  ___________________________________________________________________
 RJ0194  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0194  DYNAMIC HT  -         187.309 (meters)     614.53  (feet)  COMP
 RJ0194  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 RJ0194
 RJ0194  VERT ORDER  -  FIRST     CLASS I
 RJ0194
 RJ0194.The horizontal coordinates were scaled from a topographic map and have
 RJ0194.an estimated accuracy of +/- 6 seconds.
 RJ0194
 RJ0194.The orthometric height was determined by differential leveling
 RJ0194.and adjusted by the National Geodetic Survey in June 1991..
 RJ0194
 RJ0194.The geoid height was determined by GEOID03.
 RJ0194
 RJ0194.The dynamic height is computed by dividing the NAVD 88
 RJ0194.geopotential number by the normal gravity value computed on the
 RJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0194.degrees latitude (g = 980.6199 gals.).
 RJ0194
 RJ0194.The modeled gravity was interpolated from observed gravity values.
 RJ0194
 RJ0194;                    North         East    Units  Estimated Accuracy
 RJ0194;SPC MI N     -   169,690.    8,220,760.      MT  (+/- 180 meters Scaled)
 RJ0194
 RJ0194                          SUPERSEDED SURVEY CONTROL
 RJ0194
 RJ0194  NGVD 29 (??/??/92)  187.37   (m)          614.7    (f) COMPUTED    1 1
 RJ0194
 RJ0194.Superseded values are not recommended for survey control.
 RJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0194.See file dsdata.txt to determine how the superseded data were derived.
 RJ0194
 RJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS207285(NAD 83)
 RJ0194_MARKER: Z = SEE DESCRIPTION
 RJ0194_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0194+WITH SETTING: INTO GROUND
 RJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0194+STABILITY: SURFACE MOTION
 RJ0194
 RJ0194  HISTORY     - Date     Condition        Report By
 RJ0194  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0194  HISTORY     - 1969     GOOD             USLS
 RJ0194
 RJ0194                          STATION DESCRIPTION
 RJ0194
 RJ0194'DESCRIBED BY US LAKE SURVEY 1969
 RJ0194'AT NEEBISH ISLAND.
 RJ0194'CUM IS ON WEST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY, MICH.,
 RJ0194'ABOUT 3.8 MILES EAST SOUTHEAST OF NEEBISH ISLAND FERRY DOCK,
 RJ0194'1.0 MILE EAST OF INTERSECTION OF 16 MILE ROAD AND BRADER ROAD,
 RJ0194'43 FEET SOUTH OF CENTERLINE OF 16 MILE ROAD, 38 FEET EAST OF
 RJ0194'CUMMING ROAD, 17.9 FEET SOUTHEAST OF NORTHWEST FENCE CORNER,
 RJ0194'3.0 FEET WEST OF UTILITY POLE NO. NE-2-53-15, 1 FOOT BELOW THE
 RJ0194'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0194'IRON ROD, 18 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1394 ***********************************************************************
 RJ1394  DESIGNATION -  CURTIS RESET
 RJ1394  PID         -  RJ1394
 RJ1394  STATE/COUNTY-  MI/MACKINAC
 RJ1394  USGS QUAD   -  CURTIS WEST (1972)
 RJ1394
 RJ1394                         *CURRENT SURVEY CONTROL
 RJ1394  ___________________________________________________________________
 RJ1394* NAD 83(1994)-  46 12 33.72141(N)    085 45 39.61029(W)     ADJUSTED  
 RJ1394* NAVD 88     -       234.8    (meters)     770.     (feet)  GPS OBS   
 RJ1394  ___________________________________________________________________
 RJ1394  X           -     326,837.782 (meters)                     COMP
 RJ1394  Y           -  -4,409,591.413 (meters)                     COMP
 RJ1394  Z           -   4,581,525.974 (meters)                     COMP
 RJ1394  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 RJ1394  ELLIP HEIGHT-         198.19  (meters)          (07/17/02) GPS OBS
 RJ1394  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RJ1394
 RJ1394  HORZ ORDER  -  THIRD
 RJ1394  ELLP ORDER  -  FOURTH    CLASS I
 RJ1394
 RJ1394.The horizontal coordinates were established by classical geodetic methods
 RJ1394.and adjusted by the National Geodetic Survey in February 1997..
 RJ1394
 RJ1394.The orthometric height was determined by GPS observations and a
 RJ1394.high-resolution geoid model.
 RJ1394
 RJ1394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1394
 RJ1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1394
 RJ1394.The ellipsoidal height was determined by GPS observations
 RJ1394.and is referenced to NAD 83.
 RJ1394
 RJ1394.The geoid height was determined by GEOID03.
 RJ1394
 RJ1394;                    North         East     Units Scale Factor Converg.
 RJ1394;SPC MI N     -   159,242.159 8,095,601.065   MT  0.99990371   +0 53 43.9
 RJ1394;SPC MI N     -   522,448.03 26,560,370.95   iFT  0.99990371   +0 53 43.9
 RJ1394;UTM  16      - 5,118,056.071   595,575.616   MT  0.99971229   +0 53 40.1
 RJ1394
 RJ1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1394!SPC MI N     -   0.99996893  x   0.99990371  =   0.99987264
 RJ1394!UTM  16      -   0.99996893  x   0.99971229  =   0.99968123
 RJ1394
 RJ1394|---------------------------------------------------------------------|
 RJ1394| PID    Reference Object                     Distance      Geod. Az  |
 RJ1394|                                                           dddmmss.s |
 RJ1394| CH1031 CURTIS RM 1                          28.716 METERS 03459     |
 RJ1394| CH1030 CURTIS AZ MK                                       0875952.9 |
 RJ1394| CH1032 CURTIS RM 2                          27.065 METERS 33322     |
 RJ1394|---------------------------------------------------------------------|
 RJ1394
 RJ1394                          SUPERSEDED SURVEY CONTROL
 RJ1394
 RJ1394  NAD 83(1986)-  46 12 33.71655(N)    085 45 39.59667(W) AD(       ) 3
 RJ1394  NAD 27      -  46 12 33.76965(N)    085 45 39.17341(W) AD(       ) 3
 RJ1394
 RJ1394.Superseded values are not recommended for survey control.
 RJ1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1394.See file dsdata.txt to determine how the superseded data were derived.
 RJ1394
 RJ1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9557618056(NAD 83)
 RJ1394_MARKER: DS = TRIANGULATION STATION DISK
 RJ1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1394_SP_SET: CONCRETE POST
 RJ1394_STAMPING: CURTIS 1965 1976
 RJ1394_MARK LOGO: NGS   
 RJ1394_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1394+STABILITY: SURFACE MOTION
 RJ1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1394+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 RJ1394
 RJ1394  HISTORY     - Date     Condition        Report By
 RJ1394  HISTORY     - 1976     MONUMENTED       NGS
 RJ1394  HISTORY     - 19910710 GOOD             NGS
 RJ1394
 RJ1394                          STATION DESCRIPTION
 RJ1394
 RJ1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 RJ1394'THE STATION IS LOCATED ABOUT 15.5 KM (9.6 MI) SOUTHWEST OF MCMILLAN,
 RJ1394'13.4 KM (8.3 MI) SOUTHEAST OF GERMFASK AND 1.1 KM (0.7 MI) NORTHWEST
 RJ1394'OF CURTIS.  OWNERSHIP--CITY OF CURTIS.
 RJ1394'TO REACH THE STATION FROM THE POST OFFICE IN CURTIS, GO WEST ON COUNTY
 RJ1394'ROAD H 42 FOR 1.70 KM (1.06 MI) TO A CROSSROAD.  TURN RIGHT AND
 RJ1394'CONTINUE NORTH ON COUNTY ROAD H 42 FOR 0.41 KM (0.25 MI) TO THE
 RJ1394'STATION ON THE RIGHT, IN THE NORTHWEST CORNER OF THE CITY PARK
 RJ1394'(TOWNSHIP RECREATION AREA), AT THE NORTHWEST CORNER OF THE BASKETBALL
 RJ1394'AND TENNIS COURTS AND JUST SOUTH OF A CEMETERY.
 RJ1394'STATION IS LOCATED 22.9 M (75.1 FT) EAST OF THE CENTER OF COUNTY ROAD
 RJ1394'H 42, 18.4 M (60.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST
 RJ1394'TO A BASEBALL FIELD, 14.5 M (47.6 FT) SOUTHEAST OF UTILITY POLE
 RJ1394'NUMBER E 35, 10.8 M (35.4 FT) EAST OF A METAL WITNESS POST, 3.6 M
 RJ1394'(11.8 FT) SOUTH-SOUTHEAST OF A FLAGPOLE, 2.1 M (6.9 FT) SOUTHWEST OF
 RJ1394'THE WEST END OF A CHAIN LINK FENCE AND 1.9 M (6.2 FT) WEST-NORTHWEST
 RJ1394'OF THE NORTHWEST CORNER OF THE PAVEMENT OF THE BASKETBALL AND TENNIS
 RJ1394'COURT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0087 ***********************************************************************
 RJ0087  DESIGNATION -  CURVE
 RJ0087  PID         -  RJ0087
 RJ0087  STATE/COUNTY-  MI/CHIPPEWA
 RJ0087  USGS QUAD   -  PICKFORD (1975)
 RJ0087
 RJ0087                         *CURRENT SURVEY CONTROL
 RJ0087  ___________________________________________________________________
 RJ0087* NAD 83(1986)-  46 13 51.     (N)    084 16 48.     (W)     SCALED    
 RJ0087* NAVD 88     -       182.801  (meters)     599.74   (feet)  ADJUSTED  
 RJ0087  ___________________________________________________________________
 RJ0087  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 RJ0087  DYNAMIC HT  -         182.810 (meters)     599.77  (feet)  COMP
 RJ0087  MODELED GRAV-     980,660.9   (mgal)                       NAVD 88
 RJ0087
 RJ0087  VERT ORDER  -  FIRST     CLASS 0
 RJ0087
 RJ0087.The horizontal coordinates were scaled from a topographic map and have
 RJ0087.an estimated accuracy of +/- 6 seconds.
 RJ0087
 RJ0087.The orthometric height was determined by differential leveling
 RJ0087.and adjusted by the National Geodetic Survey in June 1991..
 RJ0087.WARNING-Repeat measurements at this control monument indicate possible
 RJ0087.vertical movement.
 RJ0087
 RJ0087.The geoid height was determined by GEOID03.
 RJ0087
 RJ0087.The dynamic height is computed by dividing the NAVD 88
 RJ0087.geopotential number by the normal gravity value computed on the
 RJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0087.degrees latitude (g = 980.6199 gals.).
 RJ0087
 RJ0087.The modeled gravity was interpolated from observed gravity values.
 RJ0087
 RJ0087;                    North         East    Units  Estimated Accuracy
 RJ0087;SPC MI N     -   164,480.    8,209,760.      MT  (+/- 180 meters Scaled)
 RJ0087
 RJ0087                          SUPERSEDED SURVEY CONTROL
 RJ0087
 RJ0087.No superseded survey control is available for this station.
 RJ0087
 RJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS097232(NAD 83)
 RJ0087_MARKER: Z = SEE DESCRIPTION
 RJ0087_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0087+WITH SETTING: INTO GROUND
 RJ0087_MARK LOGO: NONE  
 RJ0087_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0087+STABILITY: SURFACE MOTION
 RJ0087_ROD/PIPE-DEPTH: 10.7 meters
 RJ0087
 RJ0087  HISTORY     - Date     Condition        Report By
 RJ0087  HISTORY     - 1971     MONUMENTED       NOS
 RJ0087  HISTORY     - 1972     GOOD             USLS
 RJ0087  HISTORY     - 1983     GOOD             NGS
 RJ0087
 RJ0087                          STATION DESCRIPTION
 RJ0087
 RJ0087'DESCRIBED BY US LAKE SURVEY 1972
 RJ0087'4 MI S FROM BARBEAU.
 RJ0087'CURVE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.0 MILES SOUTH OF POST
 RJ0087'OFFICE AT BARBEAU, AT INSIDE OF CURVE OF RIVERSIDE ROAD, 185 FEET
 RJ0087'NORTHERLY OF WEST CORNER OF INTERSECTION ISLAND, 76.0 FEET WEST
 RJ0087'OF STOP SIGN OF NORTH-SOUTH DIRT ROAD ENTERING RIVERSIDE ROAD,
 RJ0087'58 FEET WESTERLY OF NORTH CORNER OF ISLAND INTERSECTION, 2.7
 RJ0087'FEET EAST OF UTILITY POLE NO. PD2 21/75, 1/2-FOOT BELOW GROUND
 RJ0087'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0087'COPPER-COATED STEEL ROD, 35 FEET LONG.
 RJ0087
 RJ0087                          STATION RECOVERY (1983)
 RJ0087
 RJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0087'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.6 KM
 RJ0087'(4.1 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU TO
 RJ0087'THE MARK ON THE RIGHT, AT THE INSIDE OF A CURVE (WEST) IN THE ROAD, AT
 RJ0087'A NORTH-SOUTH ROAD INTERSECTION, 0.82 METERS (2.7 FT) EAST OF UTILITY
 RJ0087'POLE NUMBER PD 2 21/75, 17.68 METERS (58.0 FT) WEST OF THE NORTH
 RJ0087'CORNER OF AN ISLAND INTERSECTION, AND 23.16 METERS (76.0 FT) WEST OF A
 RJ0087'STOP SIGN.
 RJ0087'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0633 ***********************************************************************
 RK0633  DESIGNATION -  CUSINO
 RK0633  PID         -  RK0633
 RK0633  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0633  USGS QUAD   -  
 RK0633
 RK0633                         *CURRENT SURVEY CONTROL
 RK0633  ___________________________________________________________________
 RK0633* NAD 83(1994)-  46 25 34.86222(N)    086 21 41.84711(W)     ADJUSTED  
 RK0633* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 RK0633  ___________________________________________________________________
 RK0633  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 RK0633  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 RK0633
 RK0633  HORZ ORDER  -  FIRST
 RK0633
 RK0633.The horizontal coordinates were established by classical geodetic methods
 RK0633.and adjusted by the National Geodetic Survey in February 1997..
 RK0633
 RK0633.The orthometric height was scaled from a topographic map.
 RK0633
 RK0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0633
 RK0633.The geoid height was determined by GEOID03.
 RK0633
 RK0633;                    North         East     Units Scale Factor Converg.
 RK0633;SPC MI N     -   182,809.613 8,049,064.358   MT  0.99990586   +0 27 41.1
 RK0633;SPC MI N     -   599,769.07 26,407,691.46   iFT  0.99990586   +0 27 41.1
 RK0633;UTM  16      - 5,141,617.715   549,049.831   MT  0.99962957   +0 27 45.0
 RK0633
 RK0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0633!SPC MI N     -   0.99996209  x   0.99990586  =   0.99986796
 RK0633!UTM  16      -   0.99996209  x   0.99962957  =   0.99959168
 RK0633
 RK0633:                Primary Azimuth Mark                     Grid Az
 RK0633:SPC MI N     -  WALSH LOOKOUT TOWER                      127 12 21.6
 RK0633:UTM  16      -  WALSH LOOKOUT TOWER                      127 12 17.7
 RK0633
 RK0633|---------------------------------------------------------------------|
 RK0633| PID    Reference Object                     Distance      Geod. Az  |
 RK0633|                                                           dddmmss.s |
 RK0633| RK0616 WALSH LOOKOUT TOWER                 APPROX.14.5 KM 1274002.7 |
 RK0633| CH1033 CUSINO RM 1                          19.572 METERS 14701     |
 RK0633| RK0084 TT 45 T                              29.314 METERS 28346     |
 RK0633| RK0637 EDMUNDS                             APPROX. 7.9 KM 3334909.4 |
 RK0633|---------------------------------------------------------------------|
 RK0633
 RK0633                          SUPERSEDED SURVEY CONTROL
 RK0633
 RK0633  NAD 83(1986)-  46 25 34.85689(N)    086 21 41.84453(W) AD(       ) 1
 RK0633  NAD 27      -  46 25 34.99987(N)    086 21 41.27131(W) AD(       ) 1
 RK0633
 RK0633.Superseded values are not recommended for survey control.
 RK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0633.See file dsdata.txt to determine how the superseded data were derived.
 RK0633
 RK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4905041618(NAD 83)
 RK0633_MARKER: DS = TRIANGULATION STATION DISK
 RK0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0633
 RK0633  HISTORY     - Date     Condition        Report By
 RK0633  HISTORY     - 1965     MONUMENTED       CGS
 RK0633
 RK0633                          STATION DESCRIPTION
 RK0633
 RK0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0633'STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF THE SMALL VILLAGE OF
 RK0633'MELSTRAND, 7-1/2 MILES NORTHEAST OF SHINGLETON, IN SECTION 31,
 RK0633'T 47 N., R 16 W., AND ON STATE FOREST LAND.
 RK0633'
 RK0633'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 AT THE WEST
 RK0633'EDGE OF SENEY, GO WEST ON HIGHWAY 28 FOR 15.5 MILES TO A BRIDGE OVER
 RK0633'CREIGHTON CREEK.  CONTINUE WEST ON HIGHWAY 28 FOR 0.05 MILE TO A
 RK0633'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH-NORTHWEST ON A SAND ROAD
 RK0633'FOR 4.45 MILES TO A RED HUNTING CABIN ON THE LEFT.  CONTINUE
 RK0633'NORTHWESTERLY ON THE SAND ROAD FOR 3.7 MILES TO THE STATION ON THE
 RK0633'RIGHT.
 RK0633'
 RK0633'STATION MARKS ARE STANDARD DISKS STAMPED CUSINO 1965.  THE SURFACE
 RK0633'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 RK0633'IT IS 5 FEET SOUTH OF A METAL WITNESS POST, 14 FEET NORTH OF A 12
 RK0633'INCH MAPLE TREE, 23 FEET EAST OF A 12 INCH MAPLE TREE AND 59 FEET
 RK0633'EAST-NORTHEAST OF THE CENTER OF THE SAND ROAD.  THE
 RK0633'UNDERGROUND DISK IS SET IN AN IRREGULAL MASS OF CONCRETE 44 INCHES
 RK0633'BELOW THE SURFACE OF THE GROUND.
 RK0633'
 RK0633'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CUSINO NO 1 1965, IS
 RK0633'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10 INCHES.  IT IS 25
 RK0633'FEET SOUTH OF A 20 INCH MAPLE TREE, 56 FEET EAST-NORTHEAST OF THE
 RK0633'CENTER OF THE SAND ROAD AND 60 FEET SOUTHEAST OF THE METAL WITNESS
 RK0633'POST.
 RK0633'
 RK0633'TT 45 T (USGS) IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK SET ON
 RK0633'THE TOP OF A 6 X 6 INCH CONCRETE POST WHICH PROJECTS 4 INCHES AND IS
 RK0633'STAMPED 910 TT45T 1954.  IT IS 1 FOOT EAST-NORTHEAST OF A METAL
 RK0633'WITNESS POST, 16 FEET NORTHWEST OF A 24 INCH MAPLE TREE WITH B M
 RK0633'PAINTED ON ITS EAST SIDE AND 22 FEET WEST OF THE CENTER OF THE
 RK0633'SAND ROAD.
 RK0633'
 RK0633'DUE TO THE HEAVY GROWTH OF TREES AND BRUSH NO SUITABLE PLACE FOR AN
 RK0633'AZIMUTH MARK COULD BE FOUND.
 RK0633'
 RK0633'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1605 ***********************************************************************
 MC1605  DESIGNATION -  CUSTPORT
 MC1605  PID         -  MC1605
 MC1605  STATE/COUNTY-  MI/MONROE
 MC1605  USGS QUAD   -  MONROE (1979)
 MC1605
 MC1605                         *CURRENT SURVEY CONTROL
 MC1605  ___________________________________________________________________
 MC1605* NAD 83(1994)-  41 56 01.98947(N)    083 26 19.43806(W)     ADJUSTED  
 MC1605* NAVD 88     -       186.0    (meters)     610.     (feet)  GPS OBS   
 MC1605  ___________________________________________________________________
 MC1605  X           -     542,992.568 (meters)                     COMP
 MC1605  Y           -  -4,720,897.145 (meters)                     COMP
 MC1605  Z           -   4,240,244.543 (meters)                     COMP
 MC1605  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 MC1605  ELLIP HEIGHT-         150.83  (meters)          (07/17/02) GPS OBS
 MC1605  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 MC1605
 MC1605  HORZ ORDER  -  FIRST
 MC1605  ELLP ORDER  -  FOURTH    CLASS I
 MC1605
 MC1605.The horizontal coordinates were established by GPS observations
 MC1605.and adjusted by the National Geodetic Survey in February 1997..
 MC1605
 MC1605.The orthometric height was determined by GPS observations and a
 MC1605.high-resolution geoid model.
 MC1605
 MC1605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1605
 MC1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1605
 MC1605.The ellipsoidal height was determined by GPS observations
 MC1605.and is referenced to NAD 83.
 MC1605
 MC1605.The geoid height was determined by GEOID03.
 MC1605
 MC1605;                    North         East     Units Scale Factor Converg.
 MC1605;SPC MI S     -    48,620.416 4,076,961.344   MT  1.00004346   +0 37 53.4
 MC1605;SPC MI S     -   159,515.80 13,375,857.43   iFT  1.00004346   +0 37 53.4
 MC1605;UTM  17      - 4,645,312.137   297,814.389   MT  1.00010305   -1 37 49.0
 MC1605
 MC1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1605!SPC MI S     -   0.99997634  x   1.00004346  =   1.00001980
 MC1605!UTM  17      -   0.99997634  x   1.00010305  =   1.00007939
 MC1605
 MC1605:                Primary Azimuth Mark                     Grid Az
 MC1605:SPC MI S     -  CUSTPORT AZ MK                           021 46 03.2
 MC1605:UTM  17      -  CUSTPORT AZ MK                           024 01 45.6
 MC1605
 MC1605|---------------------------------------------------------------------|
 MC1605| PID    Reference Object                     Distance      Geod. Az  |
 MC1605|                                                           dddmmss.s |
 MC1605| MC1606 CUSTPORT AZ MK                      APPROX. 0.6 KM 0222356.6 |
 MC1605|---------------------------------------------------------------------|
 MC1605
 MC1605                          SUPERSEDED SURVEY CONTROL
 MC1605
 MC1605  ELLIP H (02/03/97)  150.90   (m)                       GP(       ) 4 1
 MC1605  NAD 83(1986)-  41 56 01.99841(N)    083 26 19.46138(W) AD(       ) 1
 MC1605  NAD 83(1986)-  41 56 01.98992(N)    083 26 19.47281(W) AD(       ) 3
 MC1605  NGVD 29 (03/27/91)  186.2    (m)          611.     (f) GPS OBS        
 MC1605
 MC1605.Superseded values are not recommended for survey control.
 MC1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1605.See file dsdata.txt to determine how the superseded data were derived.
 MC1605
 MC1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9781445312(NAD 83)
 MC1605_MARKER: I = METAL ROD
 MC1605_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1605_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1605_STAMPING: CUSTPORT 1989
 MC1605_MARK LOGO: NGS   
 MC1605_PROJECTION: FLUSH
 MC1605_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1605+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 MC1605_ROD/PIPE-DEPTH: 3.7  meters
 MC1605_SLEEVE-DEPTH  : 0.5 meters
 MC1605
 MC1605  HISTORY     - Date     Condition        Report By
 MC1605  HISTORY     - 1989     MONUMENTED       NGS
 MC1605  HISTORY     - 19900201 GOOD
 MC1605  HISTORY     - 19910715 GOOD             NGS
 MC1605
 MC1605                          STATION DESCRIPTION
 MC1605
 MC1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1605'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHWEST OF MONROE, AT
 MC1605'THE MONROE CUSTER AIRPORT, ALONG NORTHWEST EDGE AND NEAR THE SOUTHWEST
 MC1605'END OF THE RUNWAY.  OWNERSHIP---CITY OF MONROE, C/O AIRPORT MANAGER
 MC1605'MIKE ALA, 2800 NORTH CUSTER ROAD, MONROE MI 48161.  PHONE IS (313)
 MC1605'457-1730.
 MC1605'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 24 AND STATE
 MC1605'HIGHWAY 50 IN WEST MONROE, GO NORTHEAST FOR 0.6 KM (0.35 MI) ON
 MC1605'HIGHWAY 24 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST THEN SOUTH FOR
 MC1605'0.2 KM (0.10 MI) ON CUSTER DRIVE TO A T-JUNCTION.  TURN RIGHT AND GO
 MC1605'WESTERLY FOR 2.0 KM (1.25 MI) ON CUSTER ROAD TO A PAVED ROAD RIGHT.
 MC1605'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE
 MC1605'ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN LEFT AND GO
 MC1605'NORTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS THE
 MC1605'APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO NORTHWEST FOR 0.1 KM
 MC1605'(0.05 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST
 MC1605'AFTER CROSSING THE RUNWAY.
 MC1605'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MC1605'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.7 METERS IN A GREASE
 MC1605'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.5 METER ENCASED IN A PVC PIPE
 MC1605'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MC1605'57.7 M (189.3 FT) NORTHWEST FROM THE CENTER OF THE RELOCATED SOUTHWEST
 MC1605'END OF THE RUNWAY, 40.4 M (132.5 FT) WEST-NORTHWEST FROM THE
 MC1605'WEST-NORTHWEST EDGE OF THE RUNWAY, 7.2 M (23.6 FT) NORTH-NORTHEAST
 MC1605'FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY AND 0.8 M (2.6 FT)
 MC1605'EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
 MC1605'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 MC1605'DESCRIBED BY J.B. WARD.
 MC1605
 MC1605                          STATION RECOVERY (1990)
 MC1605
 MC1605'RECOVERED 1990
 MC1605'RECOVERED IN GOOD CONDITION.
 MC1605
 MC1605                          STATION RECOVERY (1991)
 MC1605
 MC1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MC1605'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) NORTHWEST OF MONROE, AT
 MC1605'THE MONROE/CUSTER AIRPORT, ALONG NORTHWEST EDGE AND NEAR THE
 MC1605'SOUTHWEST END OF THE RUNWAY.  OWNERSHIP---CITY OF MONROE, C/O AIRPORT
 MC1605'MANAGER MIKE ALA, 2800 NORTH CUSTER ROAD, MONROE, MI. 48161.  PHONE
 MC1605'(313)241-6800.
 MC1605'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 24 AND STATE
 MC1605'HIGHWAY 50 IN WEST MONROE, GO NORTHEAST FOR 0.6 KM (0.4 MI) ON
 MC1605'HIGHWAY 24 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST THEN SOUTH
 MC1605'FOR 0.2 KM (0.1 MI) ON CUSTER DRIVE TO A T-JUNCTION.  TURN RIGHT AND
 MC1605'GO WESTERLY FOR 2.0 KM (1.2 MI) ON CUSTER ROAD TO A PAVED ROAD RIGHT.
 MC1605'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.3 MI) ON THE AIRPORT ENTRANCE
 MC1605'ROAD TO A GATE STRAIGHT AHEAD AND THE AIRPORT OFFICE RIGHT.  PASS
 MC1605'THROUGH GATE AND BEAR LEFT, NORTH-NORTHWEST, FOR 0.08 KM (0.05 MI)
 MC1605'ACROSS THE APRON TO A TAXIWAY LEFT. TURN LEFT AND GO NORTHWEST FOR
 MC1605'0.08 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE STATION ON THE
 MC1605'RIGHT JUST AFTER CROSSING THE RUNWAY.
 MC1605'LOCATED 57.7 M (189.3 FT) NORTHWEST FROM THE CENTER OF THE RELOCATED
 MC1605'SOUTHWEST END OF THE RUNWAY, 40.4 M (132.5 FT) WEST-NORTHWEST FROM
 MC1605'THE WEST-NORTHWEST EDGE OF THE RUNWAY, 7.2 M (23.6 FT)
 MC1605'NORTH-NORTHEAST FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY AND
 MC1605'0.8 M (2.6 FT) EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1606 ***********************************************************************
 MC1606  DESIGNATION -  CUSTPORT AZ MK
 MC1606  PID         -  MC1606
 MC1606  STATE/COUNTY-  MI/MONROE
 MC1606  USGS QUAD   -  MONROE (1979)
 MC1606
 MC1606                         *CURRENT SURVEY CONTROL
 MC1606  ___________________________________________________________________
 MC1606* NAD 83(1994)-  41 56 18.96788(N)    083 26 10.06574(W)     ADJUSTED  
 MC1606* NAVD 88     -       186.7    (meters)     613.     (feet)  GPS OBS   
 MC1606  ___________________________________________________________________
 MC1606  X           -     543,167.118 (meters)                     COMP
 MC1606  Y           -  -4,720,525.195 (meters)                     COMP
 MC1606  Z           -   4,240,634.706 (meters)                     COMP
 MC1606  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 MC1606  ELLIP HEIGHT-         151.54  (meters)          (07/17/02) GPS OBS
 MC1606  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 MC1606
 MC1606  HORZ ORDER  -  FIRST
 MC1606  ELLP ORDER  -  FOURTH    CLASS I
 MC1606
 MC1606.The horizontal coordinates were established by GPS observations
 MC1606.and adjusted by the National Geodetic Survey in February 1997..
 MC1606
 MC1606.The orthometric height was determined by GPS observations and a
 MC1606.high-resolution geoid model.
 MC1606
 MC1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1606
 MC1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1606
 MC1606.The ellipsoidal height was determined by GPS observations
 MC1606.and is referenced to NAD 83.
 MC1606
 MC1606.The geoid height was determined by GEOID03.
 MC1606
 MC1606;                    North         East     Units Scale Factor Converg.
 MC1606;SPC MI S     -    49,146.631 4,077,171.469   MT  1.00004211   +0 37 59.7
 MC1606;SPC MI S     -   161,242.23 13,376,546.81   iFT  1.00004211   +0 37 59.7
 MC1606;UTM  17      - 4,645,829.679   298,045.132   MT  1.00010190   -1 37 43.3
 MC1606
 MC1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1606!SPC MI S     -   0.99997623  x   1.00004211  =   1.00001834
 MC1606!UTM  17      -   0.99997623  x   1.00010190  =   1.00007813
 MC1606
 MC1606:                Primary Azimuth Mark                     Grid Az
 MC1606:SPC MI S     -  CUSTPORT                                 201 46 03.1
 MC1606:UTM  17      -  CUSTPORT                                 204 01 46.1
 MC1606
 MC1606|---------------------------------------------------------------------|
 MC1606| PID    Reference Object                     Distance      Geod. Az  |
 MC1606|                                                           dddmmss.s |
 MC1606| MC1605 CUSTPORT                            APPROX. 0.6 KM 2022402.8 |
 MC1606|---------------------------------------------------------------------|
 MC1606
 MC1606                          SUPERSEDED SURVEY CONTROL
 MC1606
 MC1606  ELLIP H (02/03/97)  151.62   (m)                       GP(       ) 4 1
 MC1606  NAD 83(1986)-  41 56 18.97678(N)    083 26 10.08910(W) AD(       ) 1
 MC1606  NAD 83(1986)-  41 56 18.96834(N)    083 26 10.10050(W) AD(       ) 3
 MC1606  NGVD 29 (03/27/91)  186.9    (m)          613.     (f) GPS OBS        
 MC1606
 MC1606.Superseded values are not recommended for survey control.
 MC1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1606.See file dsdata.txt to determine how the superseded data were derived.
 MC1606
 MC1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9804545830(NAD 83)
 MC1606_MARKER: I = METAL ROD
 MC1606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1606_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1606_STAMPING: CUSTPORT AZ MK 1989
 MC1606_MARK LOGO: NGS   
 MC1606_PROJECTION: FLUSH
 MC1606_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1606+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1990
 MC1606_ROD/PIPE-DEPTH: 3.8  meters
 MC1606_SLEEVE-DEPTH  : 0.5 meters
 MC1606
 MC1606  HISTORY     - Date     Condition        Report By
 MC1606  HISTORY     - 1989     MONUMENTED       NGS
 MC1606  HISTORY     - 19900201 GOOD
 MC1606
 MC1606                          STATION DESCRIPTION
 MC1606
 MC1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1606'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) NORTHWEST OF MONROE, AT
 MC1606'THE MONROE CUSTER AIRPORT, ALONG NORTHWEST EDGE, NEAR THE CENTER OF
 MC1606'THE RUNWAY.  OWNERSHIP---CITY OF MONROE, C/O AIRPORT MANAGER MIKE ALA,
 MC1606'2800 NORTH CUSTER ROAD, MONROE MI 48161.  PHONE IS (313) 457-1730.
 MC1606'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 24 AND STATE
 MC1606'HIGHWAY 50 IN WEST MONROE, GO NORTHEAST FOR 0.6 KM (0.35 MI) ON
 MC1606'HIGHWAY 24 TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST THEN SOUTH FOR
 MC1606'0.2 KM (0.10 MI) ON CUSTER DRIVE TO A T-JUNCTION.  TURN RIGHT AND GO
 MC1606'WESTERLY FOR 2.0 KM (1.25 MI) ON CUSTER ROAD TO A PAVED ROAD RIGHT.
 MC1606'TURN RIGHT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE
 MC1606'ROAD TO A GATE AND THE AIRPORT OFFICE RIGHT.  TURN LEFT AND GO
 MC1606'NORTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS THE
 MC1606'APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO NORTHWEST FOR 50 METERS ON
 MC1606'THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT GO NORTH-NORTHEAST
 MC1606'FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE LEFT, BETWEEN
 MC1606'THE NINTH AND TENTH RUNWAY LIGHTS NORTH-NORTHEAST FROM THE
 MC1606'SOUTH-SOUTHWEST END OF THE RUNWAY.
 MC1606'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MC1606'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 3.8 METERS IN A GREASE
 MC1606'FILLED SLEEVE EXTENDING TO A DEPTH OF 0.5 METER ENCASED IN A PVC PIPE
 MC1606'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MC1606'50.7 M (166.3 FT) NORTH-NORTHWEST FROM THE NINTH RUNWAY LIGHT
 MC1606'NORTH-NORTHEAST FROM THE SOUTH-SOUTHWEST END OF THE RUNWAY, 47.0 M
 MC1606'(154.2 FT) WEST FROM THE TENTH RUNWAY LIGHT NORTH-NORTHEAST FROM THE
 MC1606'SOUTH-SOUTHWEST END OF THE RUNWAY, 41.3 M (135.5 FT) WEST-NORTHWEST
 MC1606'FROM THE WEST-NORTHWEST EDGE OF THE RUNWAY AND 0.8 M (2.6 FT)
 MC1606'EAST-SOUTHEAST FROM A CARSONITE WITNESS POST.
 MC1606'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 MC1606'DESCRIBED BY J.B. WARD.
 MC1606
 MC1606                          STATION RECOVERY (1990)
 MC1606
 MC1606'RECOVERED 1990
 MC1606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0226 ***********************************************************************
 NE0226  DESIGNATION -  CUT
 NE0226  PID         -  NE0226
 NE0226  STATE/COUNTY-  MI/ST CLAIR
 NE0226  USGS QUAD   -  ALGONAC (1978)
 NE0226
 NE0226                         *CURRENT SURVEY CONTROL
 NE0226  ___________________________________________________________________
 NE0226* NAD 83(1986)-  42 36 15.     (N)    082 32 32.     (W)     SCALED    
 NE0226* NAVD 88     -       175.919  (meters)     577.16   (feet)  ADJUSTED  
 NE0226  ___________________________________________________________________
 NE0226  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0226  DYNAMIC HT  -         175.870 (meters)     577.00  (feet)  COMP
 NE0226  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 NE0226
 NE0226  VERT ORDER  -  FIRST     CLASS 0
 NE0226
 NE0226.The horizontal coordinates were scaled from a topographic map and have
 NE0226.an estimated accuracy of +/- 6 seconds.
 NE0226
 NE0226.The orthometric height was determined by differential leveling
 NE0226.and adjusted by the National Geodetic Survey in June 1991..
 NE0226
 NE0226.The geoid height was determined by GEOID03.
 NE0226
 NE0226.The dynamic height is computed by dividing the NAVD 88
 NE0226.geopotential number by the normal gravity value computed on the
 NE0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0226.degrees latitude (g = 980.6199 gals.).
 NE0226
 NE0226.The modeled gravity was interpolated from observed gravity values.
 NE0226
 NE0226;                    North         East    Units  Estimated Accuracy
 NE0226;SPC MI S     -   124,270.    4,149,690.      MT  (+/- 180 meters Scaled)
 NE0226
 NE0226                          SUPERSEDED SURVEY CONTROL
 NE0226
 NE0226  NGVD 29 (??/??/92)  176.051  (m)          577.59   (f) ADJ UNCH    1 0
 NE0226
 NE0226.Superseded values are not recommended for survey control.
 NE0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0226.See file dsdata.txt to determine how the superseded data were derived.
 NE0226
 NE0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH734180(NAD 83)
 NE0226_MARKER: Z = SEE DESCRIPTION
 NE0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0226_SP_SET: IRON ROD
 NE0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0226+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 NE0226
 NE0226  HISTORY     - Date     Condition        Report By
 NE0226  HISTORY     - 1956     MONUMENTED       USLS
 NE0226  HISTORY     - 1970     GOOD             USLS
 NE0226  HISTORY     - 19960922 GOOD             USPSQD
 NE0226  HISTORY     - 20011018 GOOD             LOCENG
 NE0226  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 NE0226
 NE0226                          STATION DESCRIPTION
 NE0226
 NE0226'DESCRIBED BY US LAKE SURVEY 1970
 NE0226'AT HARSENS ISLAND.
 NE0226'CUT IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON MOST
 NE0226'NORTHEASTERLY END OF GRAND POINTE, AT EAST END OF NORTH CHANNEL
 NE0226'DRIVE, ABOUT 138 FEET WEST OF THE CUT, 60.6 FEET SOUTHWESTERLY
 NE0226'FROM NORTHWEST CORNER OF AN EARTH FILLED DOCK, 52.5 FEET
 NE0226'NORTHWESTERLY OF A 26-INCH ASH, 40.5 FEET NORTHEAST OF ANOTHER
 NE0226'26-INCH ASH, 20.0 FEET NORTH OF ROAD CENTERLINE, 15.2 FEET WEST
 NE0226'OF UTILITY POLE, 1/4-FOOT BELOW THE GROUND SURFACE, BEING
 NE0226'HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 10 FEET
 NE0226'LONG.  NOTE-- BM 1956
 NE0226
 NE0226                          STATION RECOVERY (1996)
 NE0226
 NE0226'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0226'RECOVERED IN GOOD CONDITION.
 NE0226
 NE0226                          STATION RECOVERY (2001)
 NE0226
 NE0226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0226'FOUND 1-INCH IRON ROD PROTRUDING ABOUT ONE FOOT ABOVE THE GROUND,
 NE0226'WHICH MATCHES ABOVE DESCRIBED WITNESSES TO DOCK AND ROAD CENTERLINE.
 NE0226'THESE ARE THE ONLY REMAINING WITNESSES. HOWEVER, THE GPS-DERIVED
 NE0226'ELEVATION OF THIS MARK SEEMS TO BE INCONSISTENT WITH GPS OBSERVATIONS
 NE0226'TO THREE OTHER 1ST-ORDER VERTICAL CONTROL STATIONS IN THE AREA.
 NE0226
 NE0226                          STATION RECOVERY (2005)
 NE0226
 NE0226'RECOVERY NOTE BY US POWER SQUADRON 2005 (RC)
 NE0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1463 ***********************************************************************
 NF1463  DESIGNATION -  CUTLER
 NF1463  PID         -  NF1463
 NF1463  STATE/COUNTY-  MI/CLINTON
 NF1463  USGS QUAD   -  WACOUSTA (1973)
 NF1463
 NF1463                         *CURRENT SURVEY CONTROL
 NF1463  ___________________________________________________________________
 NF1463* NAD 83(1994)-  42 51 25.10021(N)    084 43 27.70290(W)     ADJUSTED  
 NF1463* NAVD 88     -       249.8    (meters)     820.     (feet)  VERTCON   
 NF1463  ___________________________________________________________________
 NF1463  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 NF1463  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF1463
 NF1463  HORZ ORDER  -  FIRST
 NF1463
 NF1463.The horizontal coordinates were established by classical geodetic methods
 NF1463.and adjusted by the National Geodetic Survey in February 1997..
 NF1463
 NF1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1463
 NF1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1463
 NF1463.The geoid height was determined by GEOID03.
 NF1463
 NF1463;                    North         East     Units Scale Factor Converg.
 NF1463;SPC MI S     -   150,790.983 3,970,768.430   MT  0.99990700   -0 14 36.3
 NF1463;SPC MI S     -   494,721.07 13,027,455.48   iFT  0.99990700   -0 14 36.3
 NF1463;UTM  16      - 4,747,443.934   685,916.889   MT  1.00002525   +1 32 53.8
 NF1463
 NF1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1463!SPC MI S     -   0.99996608  x   0.99990700  =   0.99987308
 NF1463!UTM  16      -   0.99996608  x   1.00002525  =   0.99999133
 NF1463
 NF1463|---------------------------------------------------------------------|
 NF1463| PID    Reference Object                     Distance      Geod. Az  |
 NF1463|                                                           dddmmss.s |
 NF1463| CH0926 CUTLER RM 1                          24.265 METERS 04353     |
 NF1463| CH0927 CUTLER RM 2                          25.527 METERS 26508     |
 NF1463| NF1457 CUTLER 1970 AZ MK 1976              366.258 METERS 35506     |
 NF1463| NF1458 CUTLER 1970 AZ MK A PT              370.490 METERS 35539     |
 NF1463|---------------------------------------------------------------------|
 NF1463
 NF1463                          SUPERSEDED SURVEY CONTROL
 NF1463
 NF1463  NAD 83(1986)-  42 51 25.09791(N)    084 43 27.72024(W) AD(       ) 1
 NF1463  NAD 27      -  42 51 24.97215(N)    084 43 27.76716(W) AD(       ) 1
 NF1463  NGVD 29 (07/19/86)  249.9    (m)          820.     (f) VERT ANG       
 NF1463
 NF1463.Superseded values are not recommended for survey control.
 NF1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1463.See file dsdata.txt to determine how the superseded data were derived.
 NF1463
 NF1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8591747444(NAD 83)
 NF1463_MARKER: DS = TRIANGULATION STATION DISK
 NF1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1463
 NF1463  HISTORY     - Date     Condition        Report By
 NF1463  HISTORY     - 1970     MONUMENTED       NGS
 NF1463  HISTORY     - 1976     GOOD             NGS
 NF1463
 NF1463                          STATION DESCRIPTION
 NF1463
 NF1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1463'THE STATION WAS BUILT IN 1969, BUT WAS NOT OCCUPIED.
 NF1463'
 NF1463'THE STATION IS ABOUT 8-1/2 MILES WEST OF DEWITT AND 6-3/4 MILES
 NF1463'NORTH OF GRAND
 NF1463'LEDGE.  IT IS IN THE NORTHEAST 1/4 OF SECTION 1, T. 5 N.,
 NF1463'R. 4 W. AND ON PROPERTY OF MR.
 NF1463'WILLIAM VERHOEVEN WHO LIVES AT THE STATION
 NF1463'SITE.
 NF1463'
 NF1463'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96,
 NF1463'STATE HIGHWAY 100
 NF1463'AND WRIGHT ROAD WHICH IS ABOUT 3-1/2 MILES NORTH OF
 NF1463'GRAND LEDGE, GO NORTH ON WRIGHT ROAD
 NF1463'FOR 3.8 MILES TO A CROSSROAD.  TURN
 NF1463'RIGHT AND GO EAST ON CUTLER ROAD FOR 0.7 MILE TO A
 NF1463'DRIVEWAY ON THE RIGHT
 NF1463'AND THE STATION IN THE SOUTHWEST CORNER OF THE INTERSECTION.
 NF1463'
 NF1463'STATION MARKS ARE STANDARD DISKS STAMPED CUTLER 1969.  THE SURFACE
 NF1463'DISK IS SET IN THE
 NF1463'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF1463'PROJECTS 2 INCHES ABOVE THE GROUND
 NF1463'SURFACE.  IT IS 130 FEET EAST-SOUTHEAST
 NF1463'OF THE CENTER OF THE INTERSECTION OF PIONEER AND
 NF1463'CUTLER ROADS,
 NF1463'118 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, 35 FEET WEST
 NF1463'OF THE CENTER OF
 NF1463'THE DRIVEWAY AND 32 FEET SOUTH OF THE CENTER OF CUTLER
 NF1463'ROAD.  THE UNDERGROUND MARK IS
 NF1463'SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1463'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1463'
 NF1463'REFERENCE MARK 1, A STANDARD DISK STAMPED CUTLER NO 1 1969, IS SET
 NF1463'IN THE TOP OF A
 NF1463'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1463'2 INCHES ABOVE THE GROUND.  IT IS
 NF1463'39 FEET WEST OF A TELEPHONE POLE, 25
 NF1463'FEET NORTH OF THE CENTER OF CUTLER ROAD AND 1 FOOT
 NF1463'SOUTH OF AN EAST-WEST
 NF1463'WIRE FENCE.
 NF1463'
 NF1463'REFERENCE MARK 2, A STANDARD DISK STAMPED CUTLER NO 2 1969, IS SET
 NF1463'IN THE TOP OF A
 NF1463'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1463'4 INCHES ABOVE THE GROUND.  IT IS
 NF1463'37 FEET SOUTH OF THE CENTER OF CUTLER
 NF1463'ROAD, 15 FEET WEST OF A POWER LINE POLE AND 2 FEET
 NF1463'NORTH OF AN EAST WEST
 NF1463'WIRE FENCE.
 NF1463'
 NF1463'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 NF1463'
 NF1463'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 NF1463
 NF1463                          STATION RECOVERY (1976)
 NF1463
 NF1463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1463'RM 1 TO RM 2 OBSTRUCTED BY HEAVY BRUSH.
 NF1463'
 NF1463'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1463'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE
 NF1463'REVERSED IN THE 1970 DESCRIPTION.  HOWEVER, THE DISTANCES AND THE
 NF1463'DIRECTIONS TO THE REFERENCE MARKS COMPARED FAVORABLY WITH THE 1970
 NF1463'DATA.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  FOLLOWING
 NF1463'IS A NEW DESCRIPTION.
 NF1463'
 NF1463'STATION IS ABOUT 8-1/2 MILES WEST OF DEWITT AND 7 MILES NORTH OF
 NF1463'GRAND LEDGE, IN THE NORTHEAST 1/4 OF SECTION 1, T. 5 N., R. 4 W. AND
 NF1463'ON PROPERTY OF WILLIAM VERHOEVEN, WHO LIVES AT THE STATION SITE.
 NF1463'
 NF1463'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96,
 NF1463'STATE HIGHWAY 100 AND WRIGHT ROAD, WHICH IS ABOUT 3-1/2 MILES NORTH
 NF1463'OF GRAND LEDGE, GO NORTH ON WRIGHT ROAD FOR 4.1 MILES TO A
 NF1463'CROSSROAD.  TURN RIGHT AND GO EAST ON CUTLER ROAD FOR 0.75 MILE TO
 NF1463'A DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT, JUST AFTER
 NF1463'PASSING PIONEER ROAD ON THE LEFT.  TO REACH THE AZIMUTH MARK FROM
 NF1463'THE STATION, GO GO NORTH ON PIONEER ROAD FOR 0.2 MILE TO THE
 NF1463'MARK ON THE RIGHT.
 NF1463'
 NF1463'STATION MARK IS A STANDARD DISK, STAMPED CUTLER 1969, SET IN THE TOP
 NF1463'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NF1463'ABOVE THE GROUND.  IT IS 130 FEET EAST-SOUTHEAST OF THE CENTER OF
 NF1463'THE INTERSECTION OF PIONEER AND CUTLER ROADS, 118 FEET NORTHWEST OF
 NF1463'THE NORTHWEST CORNER OF A HOUSE, 35 FEET WEST OF THE CENTER OF THE
 NF1463'DRIVEWAY AND 32 FEET SOUTH OF THE CENTER OF CUTLER ROAD.
 NF1463'
 NF1463'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CUTLER NO 1 1969, SET IN
 NF1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 NF1463'INCHES ABOVE THE GROUND.  IT IS 39 FEET WEST OF A TELEPHONE LINE
 NF1463'POLE, 25 FEET NORTH OF THE CENTER OF CUTLER ROAD AND 1 FOOT SOUTH OF
 NF1463'A FENCE.
 NF1463'
 NF1463'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CUTLER NO 2 1969, SET IN
 NF1463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 NF1463'INCHES ABOVE THE GROUND.  IT IS 37 FEET SOUTH OF THE CENTER OF
 NF1463'CUTLER ROAD, 15 FEET WEST OF A POWER LINE POLE AND 2 FEET NORTH OF A
 NF1463'FENCE.
 NF1463'
 NF1463'AZIMUTH MARK IS A STANDARD DISK, STAMPED CUTLER 1969 1976, SET IN THE
 NF1463'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1463'THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF PIONEER ROAD AND 4
 NF1463'FEET SOUTHWEST OF A WITNESS POST.
 NF1463'
 NF1463'1/2 INCH REINFORCMENT RODS WERE DRIVEN AT ALL SURFACE MARKS.
 NF1463'
 NF1463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTH OF
 NF1463'GRAND LEDGE.
 NF1463'
 NF1463'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1457 ***********************************************************************
 NF1457  DESIGNATION -  CUTLER 1970 AZ MK 1976
 NF1457  PID         -  NF1457
 NF1457  STATE/COUNTY-  MI/CLINTON
 NF1457  USGS QUAD   -  WACOUSTA (1973)
 NF1457
 NF1457                         *CURRENT SURVEY CONTROL
 NF1457  ___________________________________________________________________
 NF1457* NAD 83(1994)-  42 51 36.92597(N)    084 43 29.07921(W)     ADJUSTED  
 NF1457* NAVD 88     -       243.7    (meters)     800.     (feet)  VERTCON   
 NF1457  ___________________________________________________________________
 NF1457  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 NF1457  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF1457
 NF1457  HORZ ORDER  -  SECOND
 NF1457
 NF1457.The horizontal coordinates were established by classical geodetic methods
 NF1457.and adjusted by the National Geodetic Survey in February 1997..
 NF1457
 NF1457.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1457
 NF1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1457
 NF1457.The geoid height was determined by GEOID03.
 NF1457
 NF1457;                    North         East     Units Scale Factor Converg.
 NF1457;SPC MI S     -   151,156.002 3,970,738.739   MT  0.99990697   -0 14 37.3
 NF1457;SPC MI S     -   495,918.64 13,027,358.07   iFT  0.99990697   -0 14 37.3
 NF1457;UTM  16      - 4,747,807.889   685,875.795   MT  1.00002506   +1 32 53.2
 NF1457
 NF1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1457!SPC MI S     -   0.99996703  x   0.99990697  =   0.99987401
 NF1457!UTM  16      -   0.99996703  x   1.00002506  =   0.99999209
 NF1457
 NF1457|---------------------------------------------------------------------|
 NF1457| PID    Reference Object                     Distance      Geod. Az  |
 NF1457|                                                           dddmmss.s |
 NF1457| NF1458 CUTLER 1970 AZ MK A PT                5.498 METERS 03503     |
 NF1457| NF1463 CUTLER                              366.258 METERS 17506     |
 NF1457|---------------------------------------------------------------------|
 NF1457
 NF1457                          SUPERSEDED SURVEY CONTROL
 NF1457
 NF1457  NAD 83(1986)-  42 51 36.92368(N)    084 43 29.09655(W) AD(       ) 2
 NF1457  NAD 27      -  42 51 36.79800(N)    084 43 29.14342(W) AD(       ) 2
 NF1457  NGVD 29 (07/19/86)  243.8    (m)          800.     (f) VERT ANG       
 NF1457
 NF1457.Superseded values are not recommended for survey control.
 NF1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1457.See file dsdata.txt to determine how the superseded data were derived.
 NF1457
 NF1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8587647808(NAD 83)
 NF1457_MARKER: DZ = AZIMUTH MARK DISK
 NF1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1457+STABILITY: SURFACE MOTION
 NF1457
 NF1457  HISTORY     - Date     Condition        Report By
 NF1457  HISTORY     - 1976     MONUMENTED       NGS
 NF1457
 NF1457                          STATION DESCRIPTION
 NF1457
 NF1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1457'STATION MARK IS A STANDARD DISK, STAMPED CUTLER 1969 1976, SET IN
 NF1457'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1457'WITH THE GROUND.  IT IS 18 FEET EAST OF THE CENTER OF PIONEER ROAD
 NF1457'AND 4 FEET SOUTHWEST OF A WITNESS POST.
 NF1457'
 NF1457'A 1/2 INCH REINFORCEMENT ROD WAS DRIVEN AT THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0812 ***********************************************************************
 QK0812  DESIGNATION -  CUTOFF
 QK0812  PID         -  QK0812
 QK0812  STATE/COUNTY-  MI/EMMET
 QK0812  USGS QUAD   -  
 QK0812
 QK0812                         *CURRENT SURVEY CONTROL
 QK0812  ___________________________________________________________________
 QK0812* NAD 83(1994)-  45 28 42.16171(N)    085 05 23.44100(W)     ADJUSTED  
 QK0812* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 QK0812  ___________________________________________________________________
 QK0812  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 QK0812  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QK0812
 QK0812  HORZ ORDER  -  THIRD
 QK0812
 QK0812.The horizontal coordinates were established by classical geodetic methods
 QK0812.and adjusted by the National Geodetic Survey in February 1997..
 QK0812
 QK0812.The orthometric height was scaled from a topographic map.
 QK0812
 QK0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0812
 QK0812.The geoid height was determined by GEOID03.
 QK0812
 QK0812;                    North         East     Units Scale Factor Converg.
 QK0812;SPC MI C     -   240,465.401 5,943,459.394   MT  0.99995629   -0 30 39.1
 QK0812;SPC MI C     -   788,928.48 19,499,538.69   iFT  0.99995629   -0 30 39.1
 QK0812;UTM  16      - 5,037,869.038   649,291.007   MT  0.99987403   +1 21 43.8
 QK0812
 QK0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0812!SPC MI C     -   0.99997684  x   0.99995629  =   0.99993313
 QK0812!UTM  16      -   0.99997684  x   0.99987403  =   0.99985088
 QK0812
 QK0812|---------------------------------------------------------------------|
 QK0812| PID    Reference Object                     Distance      Geod. Az  |
 QK0812|                                                           dddmmss.s |
 QK0812| CH1035 CUTOFF RM 1                           4.836 METERS 06619     |
 QK0812| CH1034 CUTOFF AZ MK                                       1334844.0 |
 QK0812| QK0815 PENN DIXIE CEMENT CORP S STACK      APPROX.13.6 KM 1541058.6 |
 QK0812| QK0814 PENN DIXIE CEMENT CORP N STACK      APPROX.13.5 KM 1541221.7 |
 QK0812| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX.13.6 KM 1543147.8 |
 QK0812| CH1036 CUTOFF RM 2                           4.949 METERS 33201     |
 QK0812|---------------------------------------------------------------------|
 QK0812
 QK0812                          SUPERSEDED SURVEY CONTROL
 QK0812
 QK0812  NAD 83(1986)-  45 28 42.15596(N)    085 05 23.44290(W) AD(       ) 3
 QK0812  NAD 27      -  45 28 42.11600(N)    085 05 23.23400(W) AD(       ) 3
 QK0812
 QK0812.Superseded values are not recommended for survey control.
 QK0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0812.See file dsdata.txt to determine how the superseded data were derived.
 QK0812
 QK0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4929137869(NAD 83)
 QK0812_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0812
 QK0812  HISTORY     - Date     Condition        Report By
 QK0812  HISTORY     - 1956     MONUMENTED       CGS
 QK0812  HISTORY     - 19960814 GOOD             USPSQD
 QK0812
 QK0812                          STATION DESCRIPTION
 QK0812
 QK0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0812'THE STATION IS ABOUT 6 MILES NORTHWEST OF HARBOR SPRINGS, 13 MILES
 QK0812'NORTHEAST OF CHARLEVOIX, ON
 QK0812'THE EAST SHORE OF LAKE MICHIGAN, ON PROPERTY OWNED BY THE STATE.  IT
 QK0812'IS 13 FEET SOUTHWEST OF AN 8 INCH
 QK0812'SPRUCE TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE,
 QK0812'25 FEET SOUTHEAST OF A 6 INCH ASPEN TREE WITH A
 QK0812'TRIANGULAR BLAZE ON THE EAST SIDE, 60
 QK0812'FEET EAST OF THE BEACH LINE AND 7 FEET SOUTHWEST OF A WHITE
 QK0812'WITNESS POST.  THE MARK PROJECTS
 QK0812'4 INCHES AND THE DISK IS STAMPED CUTOFF 1956.
 QK0812'
 QK0812'TO REACH THE STATION FROM THE RAILROAD STATION IN HARBOR SPRINGS, GO
 QK0812'NORTH ON STATE STREET FOR
 QK0812'1 BLOCK TO THE JUNCTION OF STATE STREET WITH STATE HIGHWAY 131.
 QK0812'CONTINUE NORTH AND WEST ON HIGHWAY 131
 QK0812'FOR 5.3 MILES TO A BRICK SCHOOLHOUSE ON THE RIGHT.
 QK0812'CONTINUE WESTERLY ON HIGHWAY 131 FOR 2.25 MILES
 QK0812'TO A SIDE ROAD LEFT.  TURN LEFT AND
 QK0812'GO SOUTH ON A GRAVEL AND SAND ROAD FOR 0.8 MILE TO A SANDY PARKING
 QK0812'AREA ON THE RIGHT AND THE END OF
 QK0812'TRUCK TRAVEL.  PACK NORTHWEST ALONG THE BEACH FOR ABOUT 200 YARDS TO
 QK0812'THE TOP OF A LOW SAND DUNE, JUST
 QK0812'WEST OF THE TIMBERLINE AND THE STATION.
 QK0812'
 QK0812'TO REACH THE AZIMUTH MARK FROM THE SANDY PARKING AREA MENTIONED
 QK0812'ABOVE, GO SOUTH ON THE MAIN
 QK0812'ROAD FOR 0.15 MILE TO A SANDY TRAIL TO THE BEACH AND THE MARK ON THE
 QK0812'RIGHT.
 QK0812'
 QK0812'REFERENCE MARK 1 IS 5 FEET SOUTHEAST OF A 6 INCH SPRUCE TREE WITH A
 QK0812'TRIANGULAR BLAZE ON THE
 QK0812'WEST SIDE AND 11 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 QK0812'PROJECTS 2 INCHES AND THE DISK IS
 QK0812'STAMPED CUTOFF NO 1 1956.
 QK0812'
 QK0812'REFERENCE MARK 2 IS 19 FEET NORTH OF THE 8 INCH SPRUCE TREE WITH A
 QK0812'TRIANGULAR BLAZE ON THE
 QK0812'WEST SIDE, 27 FEET EAST OF A 6 INCH ASPEN TREE WITH A TRIANGULAR
 QK0812'BLAZE ON THE EAST SIDE AND 14
 QK0812'FEET NORTH NORTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 QK0812'2 INCHES AND THE DISK IS STAMPED CUTOFF NO
 QK0812'2 1956.
 QK0812'
 QK0812'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTERLINE OF ROAD, 21 FEET
 QK0812'SOUTHWEST OF A 10 INCH PINE
 QK0812'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE AND 4 FEET NORTH OF A
 QK0812'WHITE WITNESS POST.  THE MARK
 QK0812'PROJECTS 4 INCHES AND THE DISK IS STAMPED CUTOFF 1956.
 QK0812'
 QK0812'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0812
 QK0812                          STATION RECOVERY (1996)
 QK0812
 QK0812'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5186 ***********************************************************************
 AI5186  SACS        -  This is a Secondary Airport Control Station.
 AI5186  DESIGNATION -  CVX A
 AI5186  PID         -  AI5186
 AI5186  STATE/COUNTY-  MI/CHARLEVOIX
 AI5186  USGS QUAD   -  
 AI5186
 AI5186                         *CURRENT SURVEY CONTROL
 AI5186  ___________________________________________________________________
 AI5186* NAD 83(1994)-  45 18 12.38133(N)    085 17 02.99698(W)     ADJUSTED  
 AI5186* NAVD 88     -       203.32   (meters)     667.1    (feet)  GPS OBS   
 AI5186  ___________________________________________________________________
 AI5186  X           -     369,453.036 (meters)                     COMP
 AI5186  Y           -  -4,478,587.846 (meters)                     COMP
 AI5186  Z           -   4,511,250.277 (meters)                     COMP
 AI5186  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AI5186  ELLIP HEIGHT-         168.27  (meters)          (09/30/02) GPS OBS
 AI5186  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 AI5186
 AI5186  HORZ ORDER  -  FIRST
 AI5186  ELLP ORDER  -  FOURTH    CLASS II
 AI5186
 AI5186.This mark is at Charlevoix Airport (CVX)
 AI5186
 AI5186.The horizontal coordinates were established by GPS observations
 AI5186.and adjusted by the National Geodetic Survey in May 2000..
 AI5186
 AI5186.The orthometric height was determined by GPS observations and a
 AI5186.high-resolution geoid model.
 AI5186
 AI5186.GPS derived orthometric heights for airport stations designated as
 AI5186.PACS or SACS are published to 2 decimal places.  This maintains
 AI5186.centimeter relative accuracy between the PACS and SACS.  It does
 AI5186.not indicate centimeter accuracy relative to other marks which are
 AI5186.part of the NAVD 88 network.
 AI5186
 AI5186.Photographs are available for this station.
 AI5186
 AI5186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5186
 AI5186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5186
 AI5186.The ellipsoidal height was determined by GPS observations
 AI5186.and is referenced to NAD 83.
 AI5186
 AI5186.The geoid height was determined by GEOID03.
 AI5186
 AI5186;                    North         East     Units Scale Factor Converg.
 AI5186;SPC MI C     -   221,178.784 5,928,047.348   MT  0.99993243   -0 38 53.3
 AI5186;SPC MI C     -   725,652.18 19,448,974.24   iFT  0.99993243   -0 38 53.3
 AI5186;UTM  16      - 5,018,091.549   634,518.095   MT  0.99982249   +1 13 11.5
 AI5186
 AI5186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5186!SPC MI C     -   0.99997362  x   0.99993243  =   0.99990605
 AI5186!UTM  16      -   0.99997362  x   0.99982249  =   0.99979611
 AI5186
 AI5186                          SUPERSEDED SURVEY CONTROL
 AI5186
 AI5186  ELLIP H (05/11/00)  168.26   (m)                       GP(       ) 4 2
 AI5186
 AI5186.Superseded values are not recommended for survey control.
 AI5186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5186.See file dsdata.txt to determine how the superseded data were derived.
 AI5186
 AI5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3451818092(NAD 83)
 AI5186_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5186_STAMPING: CVX A 1999
 AI5186_MARK LOGO: NGS   
 AI5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5186+STABILITY: SURFACE MOTION
 AI5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5186+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AI5186
 AI5186  HISTORY     - Date     Condition        Report By
 AI5186  HISTORY     - 1999     MONUMENTED       NGS
 AI5186  HISTORY     - 20010529 GOOD             NGS
 AI5186
 AI5186                          STATION DESCRIPTION
 AI5186
 AI5186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (KRN)
 AI5186'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF CHARLEVOIX AT THE
 AI5186'CHARLEVOIX MUNICIPAL AIRPORT, NEAR THE WEST END OF THE AIRPORT AND
 AI5186'SOUTHEAST OF RUNWAY END 9, JUST SOUTH OF THE PARALLEL TAXIWAY AND JUST
 AI5186'EAST OF AND IN LINE WITH THE SOUTH EDGE OF THE AIRCRAFT TURNAROUND.
 AI5186'OWNER--CITY OF CHARLEVOIX, AIRPORT MANAGER--LORAINE LUEPNITZ, BOX 550,
 AI5186'CHARLEVOIX, MI 49720.  PHONE--231-547-3605, FAX--231-547-5277.  TO
 AI5186'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 31 AND STATE
 AI5186'HIGHWAY M-66 ON THE SOUTHSIDE OF CHARLEVOIX, GO SOUTH ON US HIGHWAY 31
 AI5186'FOR 0.13 KM (0.10 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AI5186'RIGHT (WEST) AND FOLLOW THE ROAD, PASSING A SHIPPING WAREHOUSE ON THE
 AI5186'RIGHT, FOR 0.3 KM (0.20 MI) TO THE TERMINAL ON THE RIGHT.  TURN RIGHT
 AI5186'(NORTH) ON THE WEST SIDE OF THE TERMINAL AND CONTINUE NORTH FOR
 AI5186'APPROXIMATELY 40 M, (131.2 FT) CROSSING THE PARKING APRON, TO A
 AI5186'TAXIWAY, TURN LEFT (WEST) FOR 0.16 KM (0.10 MI) ALONG THE TAXIWAY TO A
 AI5186'CONNECTOR TAXIWAY.  TURN RIGHT (NORTH) FOR APPROXIMATLY 40 M (131.2
 AI5186'FT) TO A PARALLEL TAXIWAY, TURN LEFT (WEST) FOR 1.32 KM (0.80 MI) ON
 AI5186'THE PARALLEL TAXIWAY, CROSSING THE TURF RUNWAY, TO THE STATION ON THE
 AI5186'LEFT, JUST BEFORE THE AIRCRAFT TURNAROUND.  THE STATION IS 14.9 M
 AI5186'(48.9 FT) EAST OF THE SOUTHEAST CORNER OF THE TURNAROUND, 14.9 M (48.9
 AI5186'FT) SOUTH OF THE SOUTH EDGE OF THE PARALLEL TAXIWAY, AND ON LINE WITH
 AI5186'THE SOUTH EDGE OF THE TURNAROUND.  THIS STATION HAS BEEN SELECTED AS A
 AI5186'SECONDARY AIRPORT CONTROL STATION (SACS) .
 AI5186
 AI5186                          STATION RECOVERY (2001)
 AI5186
 AI5186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (LJL)
 AI5186'RECOVERED AS DESCRIBED.
 AI5186'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0567 ***********************************************************************
 PL0567  DESIGNATION -  CZUBAK
 PL0567  PID         -  PL0567
 PL0567  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0567  USGS QUAD   -  
 PL0567
 PL0567                         *CURRENT SURVEY CONTROL
 PL0567  ___________________________________________________________________
 PL0567* NAD 83(1994)-  44 46 23.12125(N)    085 40 48.75255(W)     ADJUSTED  
 PL0567* NAVD 88     -       329.4    (meters)    1081.     (feet)  GPS OBS   
 PL0567  ___________________________________________________________________
 PL0567  X           -     341,635.418 (meters)                     COMP
 PL0567  Y           -  -4,522,710.653 (meters)                     COMP
 PL0567  Z           -   4,469,689.952 (meters)                     COMP
 PL0567  LAPLACE CORR-           4.89  (seconds)                    DEFLEC99
 PL0567  ELLIP HEIGHT-         294.70  (meters)          (02/03/97) GPS OBS
 PL0567  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 PL0567
 PL0567  HORZ ORDER  -  FIRST
 PL0567  ELLP ORDER  -  FOURTH    CLASS I
 PL0567
 PL0567.The horizontal coordinates were established by GPS observations
 PL0567.and adjusted by the National Geodetic Survey in February 1997..
 PL0567
 PL0567.The orthometric height was determined by GPS observations and a
 PL0567.high-resolution geoid model.
 PL0567
 PL0567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0567
 PL0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0567
 PL0567.The ellipsoidal height was determined by GPS observations
 PL0567.and is referenced to NAD 83.
 PL0567
 PL0567.The geoid height was determined by GEOID03.
 PL0567
 PL0567;                    North         East     Units Scale Factor Converg.
 PL0567;SPC MI C     -   162,679.388 5,896,036.534   MT  0.99991710   -0 55 40.4
 PL0567;SPC MI C     -   533,725.03 19,343,951.88   iFT  0.99991710   -0 55 40.4
 PL0567;UTM  16      - 4,958,591.168   604,429.551   MT  0.99973410   +0 55 46.6
 PL0567
 PL0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0567!SPC MI C     -   0.99995380  x   0.99991710  =   0.99987090
 PL0567!UTM  16      -   0.99995380  x   0.99973410  =   0.99968791
 PL0567
 PL0567:                Primary Azimuth Mark                     Grid Az
 PL0567:SPC MI C     -  WHITING RM 1                             252 21 02.8
 PL0567:UTM  16      -  WHITING RM 1                             250 29 35.8
 PL0567
 PL0567|---------------------------------------------------------------------|
 PL0567| PID    Reference Object                     Distance      Geod. Az  |
 PL0567|                                                           dddmmss.s |
 PL0567| PL0568 WHITING RM 1                        APPROX. 1.8 KM 2512522.4 |
 PL0567|---------------------------------------------------------------------|
 PL0567
 PL0567                          SUPERSEDED SURVEY CONTROL
 PL0567
 PL0567  NAD 83(1986)-  44 46 23.11852(N)    085 40 48.75072(W) AD(       ) 1
 PL0567  NAD 83(1986)-  44 46 23.13029(N)    085 40 48.75268(W) AD(       ) 3
 PL0567  NGVD 29 (04/09/92)  329.2    (m)         1080.     (f) VERT ANG       
 PL0567
 PL0567.Superseded values are not recommended for survey control.
 PL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0567.See file dsdata.txt to determine how the superseded data were derived.
 PL0567
 PL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ0443058591(NAD 83)
 PL0567_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0567_SP_SET: CONCRETE POST
 PL0567_STAMPING: CZUBAK 1987
 PL0567_MARK LOGO: NGS   
 PL0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0567+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2002
 PL0567
 PL0567  HISTORY     - Date     Condition        Report By
 PL0567  HISTORY     - 1987     MONUMENTED       NGS
 PL0567  HISTORY     - 19920910 GOOD             MIDT
 PL0567  HISTORY     - 19940825 GOOD             USPSQD
 PL0567  HISTORY     - 20020929 GOOD             USPSQD
 PL0567  HISTORY     - 20060316 GOOD             GEOCAC
 PL0567
 PL0567                          STATION DESCRIPTION
 PL0567
 PL0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 PL0567'STATION IS LOCATED IN QUAD. 440854, ABOUT 4.83 KM (3.00 MI) NORTHWEST
 PL0567'OF TRAVERSE CITY ON PROPERTY OF A.T. AND T. TELEPHONE COMPANY, AT
 PL0567'8798 W. M-72, TRAVERSE CITY, MICHIGAN 49684.  PERMISSION WAS OBTAINED
 PL0567'THRU MR. LAMBERT, SUPERVISOR AT THE SITE (616) 946-1145 FROM MR. GENE
 PL0567'BECKER, REAL ESTATE OFFICER FOR A.T. AND T. IN CHICAGO, ILLINOIS,
 PL0567'(PHONE (312) 621-5213).
 PL0567'TO REACH FROM THE JUNCTION OF COUNTY ROUTES M-72 AND M-22 AT THE NORTH
 PL0567'SIDE OF TRAVERSE CITY, GO WEST ON M-72 FOR 3.18 KM (1.98 MI) TO A
 PL0567'SIDEROAD LEFT, LEADING TO A A.T. AND T. MICROWAVE TOWER.  THIS IS
 PL0567'JUST BEFORE REACHING THE CREST OF THE HILL.  TURN LEFT AND GO
 PL0567'SOUTHWEST UP HILL FOR 0.27 KM (0.17 MI) TO THE NORTHWEST CORNER OF
 PL0567'THE A.T. AND T. OFFICE BUILDING AND THE STATION ON RIGHT AT THE TOP
 PL0567'OF A SMALL KNOLL IN THE GRASSY AREA TO THE NORTHWEST OF BUILDING.
 PL0567'STATION IS RECESSED 6 CM BELOW GROUND.  LOCATED 47.244 M (155.000 FT)
 PL0567'WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE A.T. AND T. OFFICE
 PL0567'BUILDING, 46.025 M (151.000 FT) NORTH-NORTHEAST FROM A UTILITY POLE,
 PL0567'19.995 M (65.600 FT) NORTHWEST FROM THE NORTHWEST CORNER OF THE A.T.
 PL0567'AND T. OFFICE BUILDING, 11.156 M (36.601 FT) NORTHWEST FROM THE EDGE
 PL0567'OF PAVEMENT AND 5.608 M (18.399 FT) EAST FROM A CARSONITE WITNESS
 PL0567'POST.
 PL0567'A TRAVERSE CONNECTION WAS MADE TO STATION WHITING NO 1 1931, (NOW USED
 PL0567'AS THE AZIMUTH MARK FOR THIS STATION) USING ELECTRONIC DISTANCE
 PL0567'MEASURING EQUIPMENT.
 PL0567'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 PL0567'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 PL0567
 PL0567                          STATION RECOVERY (1992)
 PL0567
 PL0567'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0567'STATION IS LOCATED IN QUAD 440854, ON THE TRAVERSE CITY SW QUADRANGLE
 PL0567'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 6, T-27-N, R-11-W,
 PL0567'GARFIELD TOWNSHIP. STATION IS ABOUT 3.0 MI (4.8 KM) NORTHWEST OF
 PL0567'TRAVERSE CITY, ABOUT 1.8 MI (2.9 KM) WEST-SOUTHWEST OF GREILICKVILLE,
 PL0567'ON PROPERTY OWNED BY ATT TELEPHONE COMPANY, 8798 WEST M-72, TRAVERSE
 PL0567'CITY, MI 49684. PERMISSION WAS OBTAINED THROUGH MR. LAMBERT,
 PL0567'SUPERVISOR, AT THE SITE. PHONE IS (616) 946-1145.
 PL0567'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND
 PL0567'M-72, AT THE NORTHWESTERLY SIDE OF TRAVERSE CITY, GO WEST FOR 1.95 MI
 PL0567'(3.14 KM) ALONG M-72 TO A SIDE ROAD LEFT, LEADING TO AN ATT MICROWAVE
 PL0567'TOWER AND JUST BEFORE REACHING CREST OF A HILL. TURN LEFT AND GO
 PL0567'SOUTHWEST FOR 0.15 MI (0.24 KM) ON ROAD UP THE HILL TO THE NORTHWEST
 PL0567'CORNER OF THE ATT OFFICE BUILDING AND THE STATION ON THE RIGHT, AS
 PL0567'DESCRIBED. STATION IS AT THE TOP OF A SMALL GRASSY AREA TO THE
 PL0567'NORTHWEST OF THE BUILDING. NOTE - ANOTHER BUILDING IS NOW IN PLACE
 PL0567'SOUTH OF THE STATION, AT THE WRITING OF THIS RECOVERY.
 PL0567'STATION IS RECESSED 0.2 FT (6.1 CM) BELOW GROUND AND LOCATED 155.0 FT
 PL0567'(47.2 M) WEST-NORTHWEST FROM THE NORTHEAST CORNER OF THE OFFICE
 PL0567'BUILDING, 151.0 FT (46.0 M) NORTH-NORTHEAST FROM A UTILITY POLE, 65.6
 PL0567'FT (20.0 M) NORTHWEST FROM THE NORTHWEST CORNER OF THE OFFICE
 PL0567'BUILDING, 36.6 FT (11.2 M) NORTHWEST FROM THE EDGE OF PAVEMENT AND
 PL0567'18.4 FT (5.6 M) EAST FROM A CARSONITE WITNESS POST.
 PL0567
 PL0567                          STATION RECOVERY (1994)
 PL0567
 PL0567'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0567'RECOVERED IN GOOD CONDITION.
 PL0567
 PL0567                          STATION RECOVERY (2002)
 PL0567
 PL0567'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0567'50.0 FT , 15.24 M  NNE FROM NE CORNER OF 4 DOOR GARAGE BUILDING
 PL0567
 PL0567                          STATION RECOVERY (2006)
 PL0567
 PL0567'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0567'CARSONITE WITNESS POST IS DAMAGED AND LAYING FLAT.  STATION IS 0.3
 PL0567'METERS (1.0 FEET) SOUTHEAST OF A WOODEN STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0078 ***********************************************************************
 NF0078  DESIGNATION -  D
 NF0078  PID         -  NF0078
 NF0078  STATE/COUNTY-  MI/INGHAM
 NF0078  USGS QUAD   -  EAST LANSING (1970)
 NF0078
 NF0078                         *CURRENT SURVEY CONTROL
 NF0078  ___________________________________________________________________
 NF0078* NAD 83(1986)-  42 42 43.     (N)    084 28 19.     (W)     SCALED    
 NF0078* NAVD 88     -       261.70   (+/-2cm)     858.6    (feet)  VERTCON   
 NF0078  ___________________________________________________________________
 NF0078  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0078
 NF0078  VERT ORDER  -  ? (See Below)
 NF0078
 NF0078.The horizontal coordinates were scaled from a topographic map and have
 NF0078.an estimated accuracy of +/- 6 seconds.
 NF0078
 NF0078.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0078.The vertical order pertains to the NGVD 29 superseded value.
 NF0078
 NF0078.The geoid height was determined by GEOID03.
 NF0078
 NF0078;                    North         East    Units  Estimated Accuracy
 NF0078;SPC MI S     -   134,630.    3,991,380.      MT  (+/- 180 meters Scaled)
 NF0078
 NF0078                          SUPERSEDED SURVEY CONTROL
 NF0078
 NF0078  NGVD 29 (??/??/92)  261.829  (m)          859.02   (f) ADJ UNCH    ?  
 NF0078
 NF0078.Superseded values are not recommended for survey control.
 NF0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0078.See file dsdata.txt to determine how the superseded data were derived.
 NF0078
 NF0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN070319(NAD 83)
 NF0078_MARKER: DD = SURVEY DISK
 NF0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0078_STAMPING: D
 NF0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0078+STABILITY: SURFACE MOTION
 NF0078
 NF0078  HISTORY     - Date     Condition        Report By
 NF0078  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0078  HISTORY     - 1932     GOOD             MISCOL
 NF0078  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0078  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0078  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0078
 NF0078                          STATION DESCRIPTION
 NF0078
 NF0078'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0078'AT EAST LANSING.
 NF0078'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0078'FARM, ON THE SOUTH SIDE OF MOUNT HOPE ROAD, 1/2 MILE WEST OF
 NF0078'THE INTERSECTION OF HAGARDORN ROAD, 29.4 FEET SOUTH OF THE
 NF0078'CENTERLINE OF MOUNT HOPE ROAD, 29.4 FEET WEST OF THE CENTERLINE
 NF0078'OF A SIDE ROAD, AND 2.6 FEET NORTH OF A CORNER FENCE POST.
 NF0078'A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED D AND SET IN
 NF0078'THE TOP OF A CONCRETE POST.
 NF0078
 NF0078                          STATION RECOVERY (1978)
 NF0078
 NF0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0078'MARK NOT FOUND.
 NF0078
 NF0078                          STATION RECOVERY (1989)
 NF0078
 NF0078'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0078'MARK NOT FOUND.
 NF0078
 NF0078                          STATION RECOVERY (2003)
 NF0078
 NF0078'RECOVERY NOTE BY US POWER SQUADRON 2003 (MAJ)
 NF0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1247 ***********************************************************************
 NE1247  DESIGNATION -  D 06
 NE1247  PID         -  NE1247
 NE1247  STATE/COUNTY-  MI/MACOMB
 NE1247  USGS QUAD   -  UTICA (1983)
 NE1247
 NE1247                         *CURRENT SURVEY CONTROL
 NE1247  ___________________________________________________________________
 NE1247* NAD 83(1994)-  42 38 40.08647(N)    083 03 36.06100(W)     ADJUSTED  
 NE1247* NAVD 88     -       211.5    (meters)     694.     (feet)  VERTCON   
 NE1247  ___________________________________________________________________
 NE1247  X           -     567,769.770 (meters)                     COMP
 NE1247  Y           -  -4,664,502.009 (meters)                     COMP
 NE1247  Z           -   4,298,653.001 (meters)                     COMP
 NE1247  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 NE1247  ELLIP HEIGHT-         177.11  (meters)          (07/17/02) GPS OBS
 NE1247  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE1247
 NE1247  HORZ ORDER  -  SECOND
 NE1247  ELLP ORDER  -  FOURTH    CLASS I
 NE1247
 NE1247.The horizontal coordinates were established by classical geodetic methods
 NE1247.and adjusted by the National Geodetic Survey in February 1997..
 NE1247
 NE1247.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1247
 NE1247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1247
 NE1247.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1247
 NE1247.The ellipsoidal height was determined by GPS observations
 NE1247.and is referenced to NAD 83.
 NE1247
 NE1247.The geoid height was determined by GEOID03.
 NE1247
 NE1247;                    North         East     Units Scale Factor Converg.
 NE1247;SPC MI S     -   127,955.850 4,107,144.380   MT  0.99991565   +0 53 21.2
 NE1247;SPC MI S     -   419,802.66 13,474,883.14   iFT  0.99991565   +0 53 21.2
 NE1247;UTM  17      - 4,723,391.980   331,123.516   MT  0.99995088   -1 23 45.2
 NE1247
 NE1247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1247!SPC MI S     -   0.99997222  x   0.99991565  =   0.99988788
 NE1247!UTM  17      -   0.99997222  x   0.99995088  =   0.99992311
 NE1247
 NE1247:                Primary Azimuth Mark                     Grid Az
 NE1247:SPC MI S     -  UTICA BEND CORP WATER TANK               018 42 38.6
 NE1247:UTM  17      -  UTICA BEND CORP WATER TANK               020 59 45.0
 NE1247
 NE1247|---------------------------------------------------------------------|
 NE1247| PID    Reference Object                     Distance      Geod. Az  |
 NE1247|                                                           dddmmss.s |
 NE1247| NE1248 UTICA BEND CORP WATER TANK          APPROX. 2.7 KM 0193559.8 |
 NE1247| CH0929 D 06 RM 1                            28.611 METERS 07503     |
 NE1247| NE1249 TTR 06 1957                          21.213 METERS 08319     |
 NE1247| NE1184 RADIO STATION WBRB CENTER MAST      APPROX. 7.8 KM 1084327.7 |
 NE1247| NE1181 MT CLEMENS MUNICIPAL TANK           APPROX.14.6 KM 1120628.6 |
 NE1247| NE1246 UTICA MUNICIPAL TANK                APPROX. 2.5 KM 1394405.2 |
 NE1247| CH0930 D 06 RM 2                            26.587 METERS 18307     |
 NE1247| CH0928 D 06 AZ MK                                         3580645.0 |
 NE1247|---------------------------------------------------------------------|
 NE1247
 NE1247                          SUPERSEDED SURVEY CONTROL
 NE1247
 NE1247  ELLIP H (02/03/97)  177.15   (m)                       GP(       ) 4 1
 NE1247  NAD 83(1986)-  42 38 40.09017(N)    083 03 36.09245(W) AD(       ) 2
 NE1247  NAD 27      -  42 38 39.96350(N)    083 03 36.35890(W) AD(       ) 2
 NE1247  NGVD 29 (07/16/92)  211.6    (m)          694.     (f) GPS OBS        
 NE1247
 NE1247.Superseded values are not recommended for survey control.
 NE1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1247.See file dsdata.txt to determine how the superseded data were derived.
 NE1247
 NE1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3112423392(NAD 83)
 NE1247_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1247_SP_SET: CONCRETE POST
 NE1247_STAMPING: D 06 1957
 NE1247_MARK LOGO: CGS   
 NE1247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 NE1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1247+STABILITY: SURFACE MOTION
 NE1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1247+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 NE1247
 NE1247  HISTORY     - Date     Condition        Report By
 NE1247  HISTORY     - 1957     MONUMENTED       CGS
 NE1247  HISTORY     - 1957     GOOD             CGS
 NE1247  HISTORY     - 1981     GOOD             MIDH
 NE1247  HISTORY     - 19910319 GOOD             MIDH
 NE1247  HISTORY     - 19990417 GOOD             USPSQD
 NE1247  HISTORY     - 19990830 GOOD             USPSQD
 NE1247  HISTORY     - 20060518 GOOD             SPALD
 NE1247
 NE1247                          STATION DESCRIPTION
 NE1247
 NE1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1247'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 06, ABOUT 1.5
 NE1247'MILES NORTHWEST OF UTICA.  IT
 NE1247'IS 24 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 9 FEET EAST OF A
 NE1247'WOVEN WIRE FENCE, 11 FEET SOUTHEAST
 NE1247'OF A WHITE WITNESS POST, 57.6 FEET SOUTH OF A WOVEN WIRE
 NE1247'FENCE CORNER, 159 FEET NORTHWEST OF THE
 NE1247'NORTHWEST OF THE NORTHWEST CORNER OF A GENERATOR SHED AND 205
 NE1247'FEET NORTH OF THE CENTER OF THE ENTRANCE GATE INTO THE
 NE1247'NIKE SITE.  THE MONUMENT IS
 NE1247'FLUSH AND THE DISK IS STAMPED D 06 1957.
 NE1247'
 NE1247'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND STATE
 NE1247'HIGHWAY 53 IN THE TOWN OF
 NE1247'UTICA, GO WEST AND NORTHWEST ON HIGHWAY 59 FOR 3.85 MILES TO A
 NE1247'GRAVELED SIDE ROAD RIGHT (WOODALL).
 NE1247'TURN RIGHT AND GO NORTH ON WOODALL FOR 0.95 MILE TO THE
 NE1247'ENTRANCE GATE INTO THE NIKE SITE ON THE RIGHT
 NE1247'AND THE STATION AS DESCRIBED.
 NE1247'
 NE1247'TO REACH THE AZIMUTH MARK FROM THE ENTRANCE GATE INTO THE NIKE SITE,
 NE1247'GO NORTH ON THE GRAVELED
 NE1247'ROAD (WOODALL) FOR 0.3 MILE TO WHERE THE ROAD TURNS WEST AND THE
 NE1247'MARK ON THE RIGHT ON THE EAST SIDE
 NE1247'OF A LAWN.
 NE1247'
 NE1247'REFERENCE MARK 1 IS 73 FEET SOUTH OF A WOVEN WIRE FENCE, 12 FEET EAST
 NE1247'OF THE NORTHEAST CORNER
 NE1247'OF THE CONCRETE FOUNDATION
 NE1247'6 FEET NORTH OF THE NORTH EDGE OF A
 NE1247'CONCRETE SIDEWALK AND 103 FEET EAST OF THE WHITE
 NE1247'WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK IS
 NE1247'STAMPED D 06 NO 1 1957.
 NE1247'
 NE1247'REFERENCE MARK 2 IS 0.5 FOOT EAST OF A WOVEN WIRE FENCE, 13 FEET WEST
 NE1247'OF THE CENTERLINE OF THE
 NE1247'TRACK ROAD, 39 FEET NORTH OF A POWER LINE POLE, 104 FEET SOUTH OF
 NE1247'THE WHITE WITNESS POST AND 118 FEET
 NE1247'NORTH OF THE CENTER OF THE ENTRANCE GATE.  THE
 NE1247'MONUMENT IS FLUSH AND THE DISK IS STAMPED D 06 NO 2
 NE1247'1957.
 NE1247'
 NE1247'THE AZIMUTH MARK IS 5 FEET EAST OF A WHITE WITNESS POST, 5 FEET EAST
 NE1247'OF A POWER LINE POLE, 67
 NE1247'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE, 53 FEET
 NE1247'NORTH OF A FENCE AND 100 FEET
 NE1247'NORTHEAST OF THE CENTERLINE OF THE GRAVELED ROAD (THIS IS
 NE1247'WHERE THE ROAD TURN WEST).
 NE1247'
 NE1247'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1247
 NE1247                          STATION RECOVERY (1957)
 NE1247
 NE1247'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1247'RECOVERED IN GOOD CONDITION.
 NE1247
 NE1247                          STATION RECOVERY (1981)
 NE1247
 NE1247'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NE1247'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS
 NE1247'DESCRIBED.  REFERENCE MARKS WERE NOT SEARCHED FOR.  TO REACH AND 1957
 NE1247'DESCRIPTION ARE ADQUATE.
 NE1247
 NE1247                          STATION RECOVERY (1991)
 NE1247
 NE1247'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE1247'STATION IS LOCATED IN QUAD 420831, IN THE SOUTHEAST 1/4 OF SECTION 29,
 NE1247'T-3-N, R-12-E, SHELBY TOWNSHIP, MACOMB COUNTY. IT IS ABOUT 5 MILES
 NE1247'SOUTHEAST OF ROCHESTER, 1-1/2 MILES NORTHWEST OF UTICA, ON THE UTICA
 NE1247'QUADRANGLE MAP, AND ON THE PROPERTY OF THE ROCHESTER-UTICA RECREATION
 NE1247'AREA, 45711 WOODALL ROAD, UTICA, MICHIGAN 48087, PHONE 313-731-2110.
 NE1247'THIS PROPERTY IS AND OLD ABANDONED NIKE BASE SITE.
 NE1247'TO REACH FROM THE MICHIGAN HIGHWAY 59 AND MOUND ROAD INTERSECTION EAST
 NE1247'OF UTICA, GO NORTH ON MOUND ROAD FOR 1.15 MI (1.85 KM) TO WHERE IT
 NE1247'TURNS WEST BECOMING AUBURN ROAD, AND A  T-INTERSECTION ON THE RIGHT
 NE1247'(WOODALL ROAD).  TURN RIGHT GOING NORTH ON WOODALL ROAD FOR 0.3 MI
 NE1247'(0.5 KM) TO THE ROCHESTER-UTICA RECREATIONAL SNOWMOBILE PARKING LOT
 NE1247'ON THE RIGHT. TURN RIGHT PASSING THRU GATE INTO PARKING LOT, BEARING
 NE1247'LEFT GOING NORTH THROUGH A SECOND GATE ALONG FENCE LINE FOR 0.05 MI
 NE1247'(0.08 KM) TO STATION AS DESCRIBED.
 NE1247'STATION IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 99.1 FT (30.2 M)
 NE1247'NORTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 66.3 FT (20.2 M)
 NE1247'WEST OF A CONCRETE SILO, 57.5 FT (17.5 M) SOUTH OF THE NORTHWEST
 NE1247'CORNER OF THE CHAIN LINK FENCE, 9.0 FT (2.7 M) EAST OF THE CHAIN LINK
 NE1247'FENCE, AND 1.2 FT (0.4 M) WEST OF A NGS CARSONITE WITNESS POST.
 NE1247
 NE1247                          STATION RECOVERY (1999)
 NE1247
 NE1247'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1247'RECOVERED IN GOOD CONDITION.
 NE1247
 NE1247                          STATION RECOVERY (1999)
 NE1247
 NE1247'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1247'RECOVERED IN GOOD CONDITION.
 NE1247
 NE1247                          STATION RECOVERY (2006)
 NE1247
 NE1247'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1247'TO REACH THE STATION FROM MICHIGAN HIGHWAY 59 AND MOUND ROAD
 NE1247'INTERSECTION, GO NORTH ON MOUND ROAD 0.6 MI TO WHERE IT TURNS WEST
 NE1247'BECOMING AUBURN ROAD, CONTINUE ON AUBURN ROAD 1.2 MI TO RYAN ROAD.
 NE1247'TURN RIGHT GO NORTH 0.7 MI TO RIVER BEND ROAD.  TURN RIGHT GO 0.8 MI
 NE1247'TO AN ASPHALT PARKING LOT.  TURN LEFT GO 50 FT AND TURN LEFT GO 100 FT
 NE1247'THROUGH A CHAIN LINK FENCE.  THE STATION IS ON THE LEFT IN THE
 NE1247'MIDDLE OF FOUR 4  WOOD POSTS.  THE STATION IS 99 FT NORTH OF THE
 NE1247'SOUTHWEST CORNER OF A CHAIN LINK FENCE, 57.5 FT SOUTH OF THE
 NE1247'NORTHWEST CORNER OF THE CHAIN LINK FENCE, AND 9 FT EAST OF THE CHAIN
 NE1247'LINK FENCE.  THE CONCRETE SILO IS NO LONGER IN SIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0598 ***********************************************************************
 NE0598  DESIGNATION -  D 10
 NE0598  PID         -  NE0598
 NE0598  STATE/COUNTY-  MI/WAYNE
 NE0598  USGS QUAD   -  DEARBORN (1983)
 NE0598
 NE0598                         *CURRENT SURVEY CONTROL
 NE0598  ___________________________________________________________________
 NE0598* NAD 83(1986)-  42 16 52.     (N)    083 07 42.     (W)     SCALED    
 NE0598* NAVD 88     -       176.045  (meters)     577.57   (feet)  ADJUSTED  
 NE0598  ___________________________________________________________________
 NE0598  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0598  DYNAMIC HT  -         175.992 (meters)     577.40  (feet)  COMP
 NE0598  MODELED GRAV-     980,315.7   (mgal)                       NAVD 88
 NE0598
 NE0598  VERT ORDER  -  FIRST     CLASS 0
 NE0598
 NE0598.The horizontal coordinates were scaled from a topographic map and have
 NE0598.an estimated accuracy of +/- 6 seconds.
 NE0598
 NE0598.The orthometric height was determined by differential leveling
 NE0598.and adjusted by the National Geodetic Survey in June 1991..
 NE0598
 NE0598.The geoid height was determined by GEOID03.
 NE0598
 NE0598.The dynamic height is computed by dividing the NAVD 88
 NE0598.geopotential number by the normal gravity value computed on the
 NE0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0598.degrees latitude (g = 980.6199 gals.).
 NE0598
 NE0598.The modeled gravity was interpolated from observed gravity values.
 NE0598
 NE0598;                    North         East    Units  Estimated Accuracy
 NE0598;SPC MI S     -    87,520.    4,102,140.      MT  (+/- 180 meters Scaled)
 NE0598
 NE0598                          SUPERSEDED SURVEY CONTROL
 NE0598
 NE0598  NGVD 29 (??/??/??)  176.220  (m)          578.15   (f) ADJUSTED    1 0
 NE0598
 NE0598.Superseded values are not recommended for survey control.
 NE0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0598.See file dsdata.txt to determine how the superseded data were derived.
 NE0598
 NE0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG245831(NAD 83)
 NE0598_MARKER: DD = SURVEY DISK
 NE0598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0598_SP_SET: BRIDGE ABUTMENT
 NE0598_STAMPING: D 10 1932 MCK
 NE0598_MARK LOGO: USLS  
 NE0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0598
 NE0598  HISTORY     - Date     Condition        Report By
 NE0598  HISTORY     - 1932     MONUMENTED       USLS
 NE0598  HISTORY     - 1954     GOOD             NGS
 NE0598  HISTORY     - 1977     GOOD             NGS
 NE0598  HISTORY     - 1980     GOOD             NGS
 NE0598  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0598  HISTORY     - 19921008 GOOD             LOCENG
 NE0598
 NE0598                          STATION DESCRIPTION
 NE0598
 NE0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0598'AT DETROIT.
 NE0598'AT DETROIT, IN THE SOUTH PART OF TOWN, AT THE JEFFERSON AVENUE
 NE0598'DRAW BRIDGE OVER RIVER ROUGE, ABOUT 50 FEET SOUTHWEST OF NORTHEAST
 NE0598'BANK OF RIVER, ABOUT 7 FEET BELOW LEVEL OF BRIDGE SIDE WALK,
 NE0598'1 FOOT NORTHWEST OF SOUTHEAST EDGE OF ABUTMENT, IN THE TOP OF
 NE0598'LOWER CONCRETE PART OF ABUTMENT, 3/4 FEET SOUTHEAST OF SOUTHEAST
 NE0598'STONE FACE OF BRIDGE, 2 FEET EAST OF NORTHEAST END OF GLASS
 NE0598'PART OF SOUTHEAST FACE OF BRIDGE.
 NE0598
 NE0598                          STATION RECOVERY (1977)
 NE0598
 NE0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0598'RECOVERED IN GOOD CONDITION.
 NE0598
 NE0598                          STATION RECOVERY (1980)
 NE0598
 NE0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0598'RECOVERED IN GOOD CONDITION.
 NE0598
 NE0598                          STATION RECOVERY (1989)
 NE0598
 NE0598'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0598'MARK NOT FOUND.
 NE0598
 NE0598                          STATION RECOVERY (1992)
 NE0598
 NE0598'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0598'STATION IS LOCATED IN QUAD.  420832.  IN THE NORTHEASTERLY PORTION OF
 NE0598'PRIVATE CLAIM 114, T-2-S, R-11-E, IN THE CITY OF DETROIT, WAYNE
 NE0598'COUNTY, AT THE BRIDGE OVER THE ROUGE RIVER AND JEFFERSON AVENUE ON
 NE0598'THE DEARBORN QUADRANGLE MAP.  TO REACH THE STATION FROM THE
 NE0598'INTERSTATE 75 AND SCHAEFER ROAD GO EAST ON SCHAEFER ROAD 1.1 MILES
 NE0598'(1.8 KM) TO JEFFERSON AVENUE.  GO NORTH ON JEFFERSON AVENUE 0.6 MI
 NE0598'(1.0 KM) TO THE BRIDGE OVER THE ROUGE RIVER.  STATION IS ON THE
 NE0598'SOUTHEAST EDGE OF THE NORTH ABUTMENT.  STATION IS ABOUT 50 FT (15.2
 NE0598'M) SOUTHWEST OF THE NORTHEAST BANK OF RIVER, ABOUT 7 FT (2.1 M) BELOW
 NE0598'LEVEL OF BRIDGE WALK, 1 FOOT NORTHWEST OF THE SOUTHEAST EDGE OF
 NE0598'ABUTMENT, IN THE TOP OF LOWER CONCRETE PART OF ABUTMENT, 0.8 FT (24.4
 NE0598'CM) SOUTHEAST OF THE SOUTHEAST STONE FACE OF BRIDGE.  DESCRIBED BY K.
 NE0598'S. WILKERSON, P.S. AND P.E., O.H.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0090 ***********************************************************************
 OJ0090  DESIGNATION -  D 102
 OJ0090  PID         -  OJ0090
 OJ0090  STATE/COUNTY-  MI/SANILAC
 OJ0090  USGS QUAD   -  SANDUSKY (1963)
 OJ0090
 OJ0090                         *CURRENT SURVEY CONTROL
 OJ0090  ___________________________________________________________________
 OJ0090* NAD 83(1986)-  43 25 19.     (N)    082 48 20.     (W)     SCALED    
 OJ0090* NAVD 88     -       232.636  (meters)     763.24   (feet)  ADJUSTED  
 OJ0090  ___________________________________________________________________
 OJ0090  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OJ0090  DYNAMIC HT  -         232.589 (meters)     763.09  (feet)  COMP
 OJ0090  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OJ0090
 OJ0090  VERT ORDER  -  SECOND    CLASS 0
 OJ0090
 OJ0090.The horizontal coordinates were scaled from a topographic map and have
 OJ0090.an estimated accuracy of +/- 6 seconds.
 OJ0090
 OJ0090.The orthometric height was determined by differential leveling
 OJ0090.and adjusted by the National Geodetic Survey in June 1991..
 OJ0090
 OJ0090.The geoid height was determined by GEOID03.
 OJ0090
 OJ0090.The dynamic height is computed by dividing the NAVD 88
 OJ0090.geopotential number by the normal gravity value computed on the
 OJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0090.degrees latitude (g = 980.6199 gals.).
 OJ0090
 OJ0090.The modeled gravity was interpolated from observed gravity values.
 OJ0090
 OJ0090;                    North         East    Units  Estimated Accuracy
 OJ0090;SPC MI S     -   214,660.    4,126,410.      MT  (+/- 180 meters Scaled)
 OJ0090
 OJ0090                          SUPERSEDED SURVEY CONTROL
 OJ0090
 OJ0090  NGVD 29 (??/??/92)  232.763  (m)          763.66   (f) ADJ UNCH    2 0
 OJ0090
 OJ0090.Superseded values are not recommended for survey control.
 OJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0090.See file dsdata.txt to determine how the superseded data were derived.
 OJ0090
 OJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ538092(NAD 83)
 OJ0090_MARKER: DB = BENCH MARK DISK
 OJ0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0090_STAMPING: D 102 1934
 OJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0090+STABILITY: SURFACE MOTION
 OJ0090
 OJ0090  HISTORY     - Date     Condition        Report By
 OJ0090  HISTORY     - 1934     MONUMENTED       CGS
 OJ0090  HISTORY     - 1938     GOOD             NGS
 OJ0090  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0090
 OJ0090                          STATION DESCRIPTION
 OJ0090
 OJ0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OJ0090'1.2 MI E FROM SANDUSKY.
 OJ0090'1.2 MILES EAST ALONG STATE HIGHWAY 46 FROM THE COURTHOUSE AT
 OJ0090'SANDUSKY, SANILAC COUNTY, 75 YARDS NORTHWEST OF A TWO-STORY
 OJ0090'DWELLING 42 YARDS WEST OF THE NORTHWEST CORNER OF A CONCRETE
 OJ0090'CULVERT, 16 YARDS WEST OF A POWER-TRANSMISSION LINE POLE, 22
 OJ0090'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 OJ0090'HIGHWAY.  A STANDARD DISK, STAMPED D 102 1934 AND SET IN THE
 OJ0090'TOP OF A CONCRETE POST.
 OJ0090
 OJ0090                          STATION RECOVERY (1994)
 OJ0090
 OJ0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0053 ***********************************************************************
 OK0053  DESIGNATION -  D 103
 OK0053  PID         -  OK0053
 OK0053  STATE/COUNTY-  MI/GRATIOT
 OK0053  USGS QUAD   -  ASHLEY (1974)
 OK0053
 OK0053                         *CURRENT SURVEY CONTROL
 OK0053  ___________________________________________________________________
 OK0053* NAD 83(1986)-  43 11 14.     (N)    084 28 31.     (W)     SCALED    
 OK0053* NAVD 88     -       203.947  (meters)     669.12   (feet)  ADJUSTED  
 OK0053  ___________________________________________________________________
 OK0053  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OK0053  DYNAMIC HT  -         203.907 (meters)     668.98  (feet)  COMP
 OK0053  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 OK0053
 OK0053  VERT ORDER  -  SECOND    CLASS 0
 OK0053
 OK0053.The horizontal coordinates were scaled from a topographic map and have
 OK0053.an estimated accuracy of +/- 6 seconds.
 OK0053
 OK0053.The orthometric height was determined by differential leveling
 OK0053.and adjusted by the National Geodetic Survey in June 1991..
 OK0053
 OK0053.The geoid height was determined by GEOID03.
 OK0053
 OK0053.The dynamic height is computed by dividing the NAVD 88
 OK0053.geopotential number by the normal gravity value computed on the
 OK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0053.degrees latitude (g = 980.6199 gals.).
 OK0053
 OK0053.The modeled gravity was interpolated from observed gravity values.
 OK0053
 OK0053;                    North         East    Units  Estimated Accuracy
 OK0053;SPC MI S     -   187,420.    3,991,170.      MT  (+/- 180 meters Scaled)
 OK0053
 OK0053                          SUPERSEDED SURVEY CONTROL
 OK0053
 OK0053  NGVD 29 (??/??/92)  204.113  (m)          669.66   (f) ADJ UNCH    2 0
 OK0053
 OK0053.Superseded values are not recommended for survey control.
 OK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0053.See file dsdata.txt to determine how the superseded data were derived.
 OK0053
 OK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051847(NAD 83)
 OK0053_MARKER: DB = BENCH MARK DISK
 OK0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0053_STAMPING: D 103 1934
 OK0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0053+STABILITY: SURFACE MOTION
 OK0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0053+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 OK0053
 OK0053  HISTORY     - Date     Condition        Report By
 OK0053  HISTORY     - 1934     MONUMENTED       CGS
 OK0053  HISTORY     - 1964     GOOD             USGS
 OK0053  HISTORY     - 19920804 GOOD             USPSQD
 OK0053  HISTORY     - 20010620 GOOD             USPSQD
 OK0053  HISTORY     - 20040301 GOOD             ROWEIN
 OK0053
 OK0053                          STATION DESCRIPTION
 OK0053
 OK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0053'AT ASHLEY.
 OK0053'AT ASHLEY, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 40 YARDS
 OK0053'WEST OF THE STATION, AT THE JUNCTION OF THE GRAND TRUNK RAILWAY,
 OK0053'30 YARDS NORTHWEST OF A ROAD CROSSING THE GRAND TRUNK TRACKS,
 OK0053'17 YARDS EAST OF THE EAST RAIL OF THE GRAND TRUNK RAILWAY, AND
 OK0053'8 YARDS EAST OF A TOOL SHED.  A STANDARD DISK, STAMPED D 103 1934
 OK0053'AND SET IN THE TOP OF A CONCRETE POST.
 OK0053
 OK0053                          STATION RECOVERY (1964)
 OK0053
 OK0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0053'RECOVERED IN GOOD CONDITION.
 OK0053
 OK0053                          STATION RECOVERY (1992)
 OK0053
 OK0053'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0053'RECOVERED IN GOOD CONDITION.
 OK0053
 OK0053                          STATION RECOVERY (2001)
 OK0053
 OK0053'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0053'RECOVERED IN GOOD CONDITION.
 OK0053
 OK0053                          STATION RECOVERY (2004)
 OK0053
 OK0053'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RLS)
 OK0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0015 ***********************************************************************
 NF0015  DESIGNATION -  D 104
 NF0015  PID         -  NF0015
 NF0015  STATE/COUNTY-  MI/INGHAM
 NF0015  USGS QUAD   -  DANSVILLE (1976)
 NF0015
 NF0015                         *CURRENT SURVEY CONTROL
 NF0015  ___________________________________________________________________
 NF0015* NAD 83(1986)-  42 36 04.     (N)    084 16 45.     (W)     SCALED    
 NF0015* NAVD 88     -       281.232  (meters)     922.68   (feet)  ADJUSTED  
 NF0015  ___________________________________________________________________
 NF0015  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0015  DYNAMIC HT  -         281.151 (meters)     922.41  (feet)  COMP
 NF0015  MODELED GRAV-     980,326.1   (mgal)                       NAVD 88
 NF0015
 NF0015  VERT ORDER  -  SECOND    CLASS 0
 NF0015
 NF0015.The horizontal coordinates were scaled from a topographic map and have
 NF0015.an estimated accuracy of +/- 6 seconds.
 NF0015
 NF0015.The orthometric height was determined by differential leveling
 NF0015.and adjusted by the National Geodetic Survey in June 1991..
 NF0015
 NF0015.The geoid height was determined by GEOID03.
 NF0015
 NF0015.The dynamic height is computed by dividing the NAVD 88
 NF0015.geopotential number by the normal gravity value computed on the
 NF0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0015.degrees latitude (g = 980.6199 gals.).
 NF0015
 NF0015.The modeled gravity was interpolated from observed gravity values.
 NF0015
 NF0015;                    North         East    Units  Estimated Accuracy
 NF0015;SPC MI S     -   122,310.    4,007,180.      MT  (+/- 180 meters Scaled)
 NF0015
 NF0015                          SUPERSEDED SURVEY CONTROL
 NF0015
 NF0015  NGVD 29 (??/??/92)  281.361  (m)          923.10   (f) ADJ UNCH    2 0
 NF0015
 NF0015.Superseded values are not recommended for survey control.
 NF0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0015.See file dsdata.txt to determine how the superseded data were derived.
 NF0015
 NF0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN232201(NAD 83)
 NF0015_MARKER: DB = BENCH MARK DISK
 NF0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0015_STAMPING: D 104 1934
 NF0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0015+STABILITY: SURFACE MOTION
 NF0015
 NF0015  HISTORY     - Date     Condition        Report By
 NF0015  HISTORY     - 1934     MONUMENTED       CGS
 NF0015  HISTORY     - 1958     GOOD             NGS
 NF0015  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0015  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0015  HISTORY     - 20050319 MARK NOT FOUND   GEOCAC
 NF0015
 NF0015                          STATION DESCRIPTION
 NF0015
 NF0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0015'11.4 MI E FROM MASON.
 NF0015'11.4 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE AT
 NF0015'MASON, INGHAM COUNTY, 62 YARDS EAST OF THE INTERSECTION WITH
 NF0015'COUNTY HIGHWAY 497, 58 YARDS NORTHEAST OF A SMALL STORE IN THE
 NF0015'SOUTHEAST QUADRANT OF THE INTERSECTION, 25 FEET NORTH OF THE
 NF0015'CENTERLINE OF THE HIGHWAY, AND 7.8 FEET SOUTH OF THE RIGHT-OF-WAY
 NF0015'FENCE.  A STANDARD DISK, STAMPED D 104 1934 AND SET IN THE TOP OF
 NF0015'A CONCRETE POST.
 NF0015
 NF0015                          STATION RECOVERY (1958)
 NF0015
 NF0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 NF0015'RECOVERED IN GOOD CONDITION.
 NF0015
 NF0015                          STATION RECOVERY (1977)
 NF0015
 NF0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0015'MARK NOT FOUND.
 NF0015
 NF0015                          STATION RECOVERY (2003)
 NF0015
 NF0015'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0015'MARK NOT FOUND.
 NF0015
 NF0015                          STATION RECOVERY (2005)
 NF0015
 NF0015'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF0015'WAS UNABLE TO LOCATE ANY TRACE OF THE BENCHMARK AT THESE COORDINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0398 ***********************************************************************
 NE0398  DESIGNATION -  D 107
 NE0398  PID         -  NE0398
 NE0398  STATE/COUNTY-  MI/OAKLAND
 NE0398  USGS QUAD   -  UTICA (1983)
 NE0398
 NE0398                         *CURRENT SURVEY CONTROL
 NE0398  ___________________________________________________________________
 NE0398* NAD 83(1986)-  42 40 54.     (N)    083 06 57.     (W)     SCALED    
 NE0398* NAVD 88     -       215.260  (meters)     706.23   (feet)  ADJUSTED  
 NE0398  ___________________________________________________________________
 NE0398  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 NE0398  DYNAMIC HT  -         215.195 (meters)     706.02  (feet)  COMP
 NE0398  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 NE0398
 NE0398  VERT ORDER  -  SECOND    CLASS 0
 NE0398
 NE0398.The horizontal coordinates were scaled from a topographic map and have
 NE0398.an estimated accuracy of +/- 6 seconds.
 NE0398
 NE0398.The orthometric height was determined by differential leveling
 NE0398.and adjusted by the National Geodetic Survey in June 1991..
 NE0398
 NE0398.The geoid height was determined by GEOID03.
 NE0398
 NE0398.The dynamic height is computed by dividing the NAVD 88
 NE0398.geopotential number by the normal gravity value computed on the
 NE0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0398.degrees latitude (g = 980.6199 gals.).
 NE0398
 NE0398.The modeled gravity was interpolated from observed gravity values.
 NE0398
 NE0398;                    North         East    Units  Estimated Accuracy
 NE0398;SPC MI S     -   132,020.    4,102,510.      MT  (+/- 180 meters Scaled)
 NE0398
 NE0398                          SUPERSEDED SURVEY CONTROL
 NE0398
 NE0398  NGVD 29 (??/??/92)  215.405  (m)          706.71   (f) ADJ UNCH    2 0
 NE0398
 NE0398.Superseded values are not recommended for survey control.
 NE0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0398.See file dsdata.txt to determine how the superseded data were derived.
 NE0398
 NE0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH266276(NAD 83)
 NE0398_MARKER: DB = BENCH MARK DISK
 NE0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0398_SP_SET: SEMAPHORE
 NE0398_STAMPING: B 107 1934
 NE0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0398
 NE0398  HISTORY     - Date     Condition        Report By
 NE0398  HISTORY     - 1934     MONUMENTED       CGS
 NE0398  HISTORY     - 1940     GOOD             NGS
 NE0398  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0398
 NE0398                          STATION DESCRIPTION
 NE0398
 NE0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0398'1.1 MI E FROM ROCHESTER.
 NE0398'1.1 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0398'STATION AT ROCHESTER, OAKLAND COUNTY, AT THE JUNCTION OF THE
 NE0398'MICHIGAN CENTRAL RAILROAD, 22 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0398'CORNER OF A PARKE DAVIS COMPANY WAREHOUSE, 27 FEET NORTHWEST
 NE0398'OF THE NORTHWEST CORNER OF A CONCRETE CABLE HOUSE, IN THE TOP OF
 NE0398'AN ABANDONED SEMAPHORE BASE, 7 FEET SOUTH OF THE SOUTHEAST RAIL,
 NE0398'AND ABOUT 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 NE0398'DISK, STAMPED B 107 1934.
 NE0398
 NE0398                          STATION RECOVERY (1999)
 NE0398
 NE0398'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0149 ***********************************************************************
 NF0149  DESIGNATION -  D 109
 NF0149  PID         -  NF0149
 NF0149  STATE/COUNTY-  MI/JACKSON
 NF0149  USGS QUAD   -  JACKSON SOUTH (1976)
 NF0149
 NF0149                         *CURRENT SURVEY CONTROL
 NF0149  ___________________________________________________________________
 NF0149* NAD 83(1986)-  42 13 12.     (N)    084 23 00.     (W)     SCALED    
 NF0149* NAVD 88     -       291.123  (meters)     955.13   (feet)  ADJUSTED  
 NF0149  ___________________________________________________________________
 NF0149  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NF0149  DYNAMIC HT  -         291.018 (meters)     954.78  (feet)  COMP
 NF0149  MODELED GRAV-     980,252.1   (mgal)                       NAVD 88
 NF0149
 NF0149  VERT ORDER  -  SECOND    CLASS 0
 NF0149
 NF0149.The horizontal coordinates were scaled from a topographic map and have
 NF0149.an estimated accuracy of +/- 6 seconds.
 NF0149
 NF0149.The orthometric height was determined by differential leveling
 NF0149.and adjusted by the National Geodetic Survey in June 1991..
 NF0149
 NF0149.The geoid height was determined by GEOID03.
 NF0149
 NF0149.The dynamic height is computed by dividing the NAVD 88
 NF0149.geopotential number by the normal gravity value computed on the
 NF0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0149.degrees latitude (g = 980.6199 gals.).
 NF0149
 NF0149.The modeled gravity was interpolated from observed gravity values.
 NF0149
 NF0149;                    North         East    Units  Estimated Accuracy
 NF0149;SPC MI S     -    79,980.    3,998,620.      MT  (+/- 180 meters Scaled)
 NF0149
 NF0149                          SUPERSEDED SURVEY CONTROL
 NF0149
 NF0149  NGVD 29 (??/??/92)  291.243  (m)          955.52   (f) ADJ UNCH    2 0
 NF0149
 NF0149.Superseded values are not recommended for survey control.
 NF0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0149.See file dsdata.txt to determine how the superseded data were derived.
 NF0149
 NF0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM159775(NAD 83)
 NF0149_MARKER: DB = BENCH MARK DISK
 NF0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0149_STAMPING: D 109 1934
 NF0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0149+STABILITY: SURFACE MOTION
 NF0149
 NF0149  HISTORY     - Date     Condition        Report By
 NF0149  HISTORY     - 1934     MONUMENTED       CGS
 NF0149  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0149
 NF0149                          STATION DESCRIPTION
 NF0149
 NF0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0149'2.9 MI S FROM JACKSON.
 NF0149'2.9 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0149'THE STATION AT JACKSON, JACKSON COUNTY, 73.5 FEET NORTHEAST OF
 NF0149'THE CENTERLINE OF STATE HIGHWAY 50, 45 FEET WEST OF POLE 2+09,
 NF0149'10.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 1 FOOT HIGHER
 NF0149'THAN THE TRACK.  A STANDARD DISK, STAMPED D 109 1934 AND SET IN
 NF0149'THE TOP OF A CONCRETE POST.
 NF0149
 NF0149                          STATION RECOVERY (1971)
 NF0149
 NF0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0217 ***********************************************************************
 NF0217  DESIGNATION -  D 11
 NF0217  PID         -  NF0217
 NF0217  STATE/COUNTY-  MI/CALHOUN
 NF0217  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0217
 NF0217                         *CURRENT SURVEY CONTROL
 NF0217  ___________________________________________________________________
 NF0217* NAD 83(1986)-  42 14 54.     (N)    084 43 20.     (W)     SCALED    
 NF0217* NAVD 88     -       290.390  (meters)     952.72   (feet)  ADJUSTED  
 NF0217  ___________________________________________________________________
 NF0217  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NF0217  DYNAMIC HT  -         290.288 (meters)     952.39  (feet)  COMP
 NF0217  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 NF0217
 NF0217  VERT ORDER  -  FIRST     CLASS II
 NF0217
 NF0217.The horizontal coordinates were scaled from a topographic map and have
 NF0217.an estimated accuracy of +/- 6 seconds.
 NF0217
 NF0217.The orthometric height was determined by differential leveling
 NF0217.and adjusted by the National Geodetic Survey in June 1991..
 NF0217
 NF0217.The geoid height was determined by GEOID03.
 NF0217
 NF0217.The dynamic height is computed by dividing the NAVD 88
 NF0217.geopotential number by the normal gravity value computed on the
 NF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0217.degrees latitude (g = 980.6199 gals.).
 NF0217
 NF0217.The modeled gravity was interpolated from observed gravity values.
 NF0217
 NF0217;                    North         East    Units  Estimated Accuracy
 NF0217;SPC MI S     -    83,190.    3,970,660.      MT  (+/- 180 meters Scaled)
 NF0217
 NF0217                          SUPERSEDED SURVEY CONTROL
 NF0217
 NF0217  NGVD 29 (??/??/92)  290.516  (m)          953.13   (f) ADJ UNCH    1 2
 NF0217
 NF0217.Superseded values are not recommended for survey control.
 NF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0217.See file dsdata.txt to determine how the superseded data were derived.
 NF0217
 NF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM879798(NAD 83)
 NF0217_MARKER: DB = BENCH MARK DISK
 NF0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0217_STAMPING: ELEV 953.135 FT D 11 1916
 NF0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0217+STABILITY: SURFACE MOTION
 NF0217
 NF0217  HISTORY     - Date     Condition        Report By
 NF0217  HISTORY     - 1916     MONUMENTED       CGS
 NF0217  HISTORY     - 1944     GOOD             NGS
 NF0217  HISTORY     - 1977     MARK NOT FOUND   USGS
 NF0217  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0217
 NF0217                          STATION DESCRIPTION
 NF0217
 NF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NF0217'1.9 MI E FROM ALBION.
 NF0217'1.9 MILES EAST ALONG THE MICHIGAN RAILROAD FROM THE STATION
 NF0217'AT ALBION, CALHOUN COUNTY, 0.3 MILE EAST OF A ROAD CROSSING,
 NF0217'95.4 FEET NORTH OF THE NORTH RAIL, 5 YARDS EAST OF A PROPERTY
 NF0217'LINE, AND AT THE NORTH EDGE OF A HIGHWAY.  A STANDARD DISK,
 NF0217'STAMPED ELEV 953.135 FT D 11 1916 AND SET IN THE TOP OF A
 NF0217'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 NF0217
 NF0217                          STATION RECOVERY (1977)
 NF0217
 NF0217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NF0217'MARK NOT FOUND.
 NF0217
 NF0217                          STATION RECOVERY (1985)
 NF0217
 NF0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0217'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0594 ***********************************************************************
 NE0594  DESIGNATION -  D 11 USLS
 NE0594  PID         -  NE0594
 NE0594  STATE/COUNTY-  MI/WAYNE
 NE0594  USGS QUAD   -  DEARBORN (1983)
 NE0594
 NE0594                         *CURRENT SURVEY CONTROL
 NE0594  ___________________________________________________________________
 NE0594* NAD 83(1986)-  42 15 53.     (N)    083 08 07.     (W)     SCALED    
 NE0594* NAVD 88     -       178.657  (meters)     586.14   (feet)  ADJUSTED  
 NE0594  ___________________________________________________________________
 NE0594  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0594  DYNAMIC HT  -         178.603 (meters)     585.97  (feet)  COMP
 NE0594  MODELED GRAV-     980,313.4   (mgal)                       NAVD 88
 NE0594
 NE0594  VERT ORDER  -  FIRST     CLASS II
 NE0594
 NE0594.The horizontal coordinates were scaled from a topographic map and have
 NE0594.an estimated accuracy of +/- 6 seconds.
 NE0594
 NE0594.The orthometric height was determined by differential leveling
 NE0594.and adjusted by the National Geodetic Survey in June 1991..
 NE0594
 NE0594.The geoid height was determined by GEOID03.
 NE0594
 NE0594.The dynamic height is computed by dividing the NAVD 88
 NE0594.geopotential number by the normal gravity value computed on the
 NE0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0594.degrees latitude (g = 980.6199 gals.).
 NE0594
 NE0594.The modeled gravity was interpolated from observed gravity values.
 NE0594
 NE0594;                    North         East    Units  Estimated Accuracy
 NE0594;SPC MI S     -    85,690.    4,101,590.      MT  (+/- 180 meters Scaled)
 NE0594
 NE0594                          SUPERSEDED SURVEY CONTROL
 NE0594
 NE0594  NGVD 29 (??/??/92)  178.828  (m)          586.70   (f) ADJ UNCH    1 2
 NE0594
 NE0594.Superseded values are not recommended for survey control.
 NE0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0594.See file dsdata.txt to determine how the superseded data were derived.
 NE0594
 NE0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG238813(NAD 83)
 NE0594_MARKER: DD = SURVEY DISK
 NE0594_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0594_SP_SET: STONE WINDOW SILL
 NE0594_STAMPING: D 11 1932 MCK
 NE0594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0594
 NE0594  HISTORY     - Date     Condition        Report By
 NE0594  HISTORY     - 1932     MONUMENTED       USLS
 NE0594  HISTORY     - 1954     GOOD             NGS
 NE0594  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0594  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0594
 NE0594                          STATION DESCRIPTION
 NE0594
 NE0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0594'AT RIVER ROUGE.
 NE0594'AT RIVER ROUGE, IN THE SOUTHEAST PART OF TOWN, ONE BLOCK SOUTHEAST
 NE0594'OF WEST JEFFERSON AVENUE, ALONG NORTHWEST SIDE OF GENESSEE STREET
 NE0594'BETWEEN STONER AND ABBOTT STREETS, 31 1/2 FEET NORTHWEST OF
 NE0594'NORTHWEST CURB OF GENESSEE STREET, 104 FEET NORTHEAST OF
 NE0594'NORTHEAST CURB OF STONER STREET, SET VERTICALLY IN THE SOUTHEAST
 NE0594'FACE AT SOUTHWEST END OF STONE WINDOW SILL OF THE THIRD WINDOW
 NE0594'SOUTHWEST OF SOUTHEAST ENTRANCE DOOR TO ANN VISGER SCHOOL
 NE0594'BUILDING AND 4.1 FEET ABOVE GROUND.
 NE0594
 NE0594                          STATION RECOVERY (1980)
 NE0594
 NE0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0594'NOT RECOVERED,CONSIDERED DESTROYED WHEN THE OLD BUILDING WAS TORN DOWN
 NE0594'AND NEW SCHOOL BUILT.
 NE0594
 NE0594                          STATION RECOVERY (1983)
 NE0594
 NE0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0594'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0142 ***********************************************************************
 OK0142  DESIGNATION -  D 110
 OK0142  PID         -  OK0142
 OK0142  STATE/COUNTY-  MI/CLINTON
 OK0142  USGS QUAD   -  MAPLE RAPIDS (1978)
 OK0142
 OK0142                         *CURRENT SURVEY CONTROL
 OK0142  ___________________________________________________________________
 OK0142* NAD 83(1986)-  43 00 13.     (N)    084 40 48.     (W)     SCALED    
 OK0142* NAVD 88     -       222.066  (meters)     728.56   (feet)  ADJUSTED  
 OK0142  ___________________________________________________________________
 OK0142  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 OK0142  DYNAMIC HT  -         222.014 (meters)     728.39  (feet)  COMP
 OK0142  MODELED GRAV-     980,383.5   (mgal)                       NAVD 88
 OK0142
 OK0142  VERT ORDER  -  SECOND    CLASS 0
 OK0142
 OK0142.The horizontal coordinates were scaled from a topographic map and have
 OK0142.an estimated accuracy of +/- 6 seconds.
 OK0142
 OK0142.The orthometric height was determined by differential leveling
 OK0142.and adjusted by the National Geodetic Survey in June 1991..
 OK0142
 OK0142.The geoid height was determined by GEOID03.
 OK0142
 OK0142.The dynamic height is computed by dividing the NAVD 88
 OK0142.geopotential number by the normal gravity value computed on the
 OK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0142.degrees latitude (g = 980.6199 gals.).
 OK0142
 OK0142.The modeled gravity was interpolated from observed gravity values.
 OK0142
 OK0142;                    North         East    Units  Estimated Accuracy
 OK0142;SPC MI S     -   167,070.    3,974,450.      MT  (+/- 180 meters Scaled)
 OK0142
 OK0142                          SUPERSEDED SURVEY CONTROL
 OK0142
 OK0142  NGVD 29 (??/??/92)  222.207  (m)          729.02   (f) ADJ UNCH    2 0
 OK0142
 OK0142.Superseded values are not recommended for survey control.
 OK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0142.See file dsdata.txt to determine how the superseded data were derived.
 OK0142
 OK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN890638(NAD 83)
 OK0142_MARKER: DB = BENCH MARK DISK
 OK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0142_STAMPING: D 110 1934
 OK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0142+STABILITY: SURFACE MOTION
 OK0142
 OK0142  HISTORY     - Date     Condition        Report By
 OK0142  HISTORY     - 1934     MONUMENTED       CGS
 OK0142  HISTORY     - 1964     POOR             USGS
 OK0142  HISTORY     - 19940826 MARK NOT FOUND   LOCENG
 OK0142  HISTORY     - 20011211 MARK NOT FOUND   ROWEIN
 OK0142
 OK0142                          STATION DESCRIPTION
 OK0142
 OK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0142'6.3 MI W FROM ST JOHNS.
 OK0142'6.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0142'STATION AT SAINT JOHNS, CLINTON COUNTY, AT THE NORTHEAST CORNER
 OK0142'OF A ROAD CROSSING, 34.5 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OK0142'18 FEET NORTH OF THE NORTH RAIL, 4.6 FEET WEST OF A FENCE, AND
 OK0142'6 INCHES LOWER THEN THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0142'STAMPED D 110 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0142'NOTE-- POST LEANING.
 OK0142
 OK0142                          STATION RECOVERY (1964)
 OK0142
 OK0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0142'MARK RECOVERED IN POOR CONDITION.
 OK0142
 OK0142                          STATION RECOVERY (1994)
 OK0142
 OK0142'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0142'MARK NOT FOUND.
 OK0142
 OK0142                          STATION RECOVERY (2001)
 OK0142
 OK0142'RECOVERY NOTE BY ROWE INCORPORATED 2001 (SS)
 OK0142'MONUMENT NOT FOUND. ROAD HAS BEEN BUILT UP AND NEW CPP CULVERTS HAVE
 OK0142'BEEN PLACED IN THE NE AND NW QUADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0479 ***********************************************************************
 NF0479  DESIGNATION -  D 111
 NF0479  PID         -  NF0479
 NF0479  STATE/COUNTY-  MI/CALHOUN
 NF0479  USGS QUAD   -  BELLEVUE (1985)
 NF0479
 NF0479                         *CURRENT SURVEY CONTROL
 NF0479  ___________________________________________________________________
 NF0479* NAD 83(1986)-  42 24 48.     (N)    085 03 16.     (W)     SCALED    
 NF0479* NAVD 88     -       257.863  (meters)     846.01   (feet)  ADJUSTED  
 NF0479  ___________________________________________________________________
 NF0479  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF0479  DYNAMIC HT  -         257.781 (meters)     845.74  (feet)  COMP
 NF0479  MODELED GRAV-     980,294.3   (mgal)                       NAVD 88
 NF0479
 NF0479  VERT ORDER  -  SECOND    CLASS 0
 NF0479
 NF0479.The horizontal coordinates were scaled from a topographic map and have
 NF0479.an estimated accuracy of +/- 6 seconds.
 NF0479
 NF0479.The orthometric height was determined by differential leveling
 NF0479.and adjusted by the National Geodetic Survey in June 1991..
 NF0479
 NF0479.The geoid height was determined by GEOID03.
 NF0479
 NF0479.The dynamic height is computed by dividing the NAVD 88
 NF0479.geopotential number by the normal gravity value computed on the
 NF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0479.degrees latitude (g = 980.6199 gals.).
 NF0479
 NF0479.The modeled gravity was interpolated from observed gravity values.
 NF0479
 NF0479;                    North         East    Units  Estimated Accuracy
 NF0479;SPC MI S     -   101,680.    3,943,390.      MT  (+/- 180 meters Scaled)
 NF0479
 NF0479                          SUPERSEDED SURVEY CONTROL
 NF0479
 NF0479  NGVD 29 (??/??/92)  257.99   (m)          846.4    (f) COMPUTED    2 0
 NF0479
 NF0479.Superseded values are not recommended for survey control.
 NF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0479.See file dsdata.txt to determine how the superseded data were derived.
 NF0479
 NF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM600975(NAD 83)
 NF0479_MARKER: DB = BENCH MARK DISK
 NF0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0479_STAMPING: D 111 1934
 NF0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0479+STABILITY: SURFACE MOTION
 NF0479
 NF0479  HISTORY     - Date     Condition        Report By
 NF0479  HISTORY     - 1934     MONUMENTED       CGS
 NF0479  HISTORY     - 1961     MARK NOT FOUND   USGS
 NF0479
 NF0479                          STATION DESCRIPTION
 NF0479
 NF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0479'2.9 MI SW FROM BELLEVUE.
 NF0479'IN CALHOUN COUNTY, 2.9 MILES SOUTHWEST ALONG THE GRAND TRUNK
 NF0479'WESTERN RAILROAD FROM THE STATION AT BELLEVUE, EATON COUNTY, 225
 NF0479'YARDS SOUTHWEST OF SEMAPHORE 188.3, AT A PRIVATE ROAD CROSSING,
 NF0479'11 YARDS NORTHWEST OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0479'ROAD WITH THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 11.9 FEET
 NF0479'EAST OF THE NORTHEAST POST OF A GATEWAY ON THE ROAD, AND LEVEL
 NF0479'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 111 1934
 NF0479'AND SET IN THE TOP OF A CONCRETE POST.
 NF0479
 NF0479                          STATION RECOVERY (1961)
 NF0479
 NF0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NF0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0611 ***********************************************************************
 MD0611  DESIGNATION -  D 113
 MD0611  PID         -  MD0611
 MD0611  STATE/COUNTY-  MI/BRANCH
 MD0611  USGS QUAD   -  COLDWATER WEST (1960)
 MD0611
 MD0611                         *CURRENT SURVEY CONTROL
 MD0611  ___________________________________________________________________
 MD0611* NAD 83(1986)-  41 55 41.     (N)    085 02 23.     (W)     SCALED    
 MD0611* NAVD 88     -       291.139  (meters)     955.18   (feet)  ADJUSTED  
 MD0611  ___________________________________________________________________
 MD0611  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 MD0611  DYNAMIC HT  -         291.035 (meters)     954.84  (feet)  COMP
 MD0611  MODELED GRAV-     980,256.4   (mgal)                       NAVD 88
 MD0611
 MD0611  VERT ORDER  -  SECOND    CLASS 0
 MD0611
 MD0611.The horizontal coordinates were scaled from a topographic map and have
 MD0611.an estimated accuracy of +/- 6 seconds.
 MD0611
 MD0611.The orthometric height was determined by differential leveling
 MD0611.and adjusted by the National Geodetic Survey in June 1991..
 MD0611
 MD0611.The geoid height was determined by GEOID03.
 MD0611
 MD0611.The dynamic height is computed by dividing the NAVD 88
 MD0611.geopotential number by the normal gravity value computed on the
 MD0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0611.degrees latitude (g = 980.6199 gals.).
 MD0611
 MD0611.The modeled gravity was interpolated from observed gravity values.
 MD0611
 MD0611;                    North         East    Units  Estimated Accuracy
 MD0611;SPC MI S     -    47,770.    3,944,170.      MT  (+/- 180 meters Scaled)
 MD0611
 MD0611                          SUPERSEDED SURVEY CONTROL
 MD0611
 MD0611  NGVD 29 (??/??/92)  291.271  (m)          955.61   (f) ADJ UNCH    2 0
 MD0611
 MD0611.Superseded values are not recommended for survey control.
 MD0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0611.See file dsdata.txt to determine how the superseded data were derived.
 MD0611
 MD0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM625436(NAD 83)
 MD0611_MARKER: DB = BENCH MARK DISK
 MD0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0611_STAMPING: D 113 1934
 MD0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0611+STABILITY: SURFACE MOTION
 MD0611
 MD0611  HISTORY     - Date     Condition        Report By
 MD0611  HISTORY     - 1934     MONUMENTED       CGS
 MD0611  HISTORY     - 1960     GOOD             NGS
 MD0611  HISTORY     - 1977     MARK NOT FOUND   MIDH
 MD0611
 MD0611                          STATION DESCRIPTION
 MD0611
 MD0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0611'2 MI W FROM COLDWATER.
 MD0611'ABOUT 2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0611'STATION AT COLDWATER, BRANCH COUNTY, ABOUT 375 YARDS WEST OF THE
 MD0611'CROSSING OF THE TROLLEY TRACK LEADING TO THE WOLVERINE PORTLAND
 MD0611'CEMENT CO. PLANT, AT THE CROSSING OF A CINDER ROAD LEADING TO THE
 MD0611'CEMENT PLANT, 17 YARDS SOUTH OF THE CROSSING OF THE CENTERLINE OF
 MD0611'THE ROAD AND THE SOUTH RAIL, 9 YARDS SOUTHWEST OF THE INTERSECTION
 MD0611'OF THE CENTERLINES OF CINDER ROADS LEADING TO THE SOUTH AND TO THE
 MD0611'EAST, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0611'STAMPED D 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0611'NOTE-- AT A SWITCH TO A SPUR, LEADING TO A GRAIN ELEVATOR E OF
 MD0611'THE SWITCH.  30 FT W OF THE SWITCH AND 45 FT S OF THE S RAIL.
 MD0611'2.6 FT N OF A FENCE RUNNING E AND W ALONG THE RR.
 MD0611
 MD0611                          STATION RECOVERY (1960)
 MD0611
 MD0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MD0611'RECOVERED IN GOOD CONDITION.
 MD0611
 MD0611                          STATION RECOVERY (1977)
 MD0611
 MD0611'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 MD0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0065 ***********************************************************************
 MD0065  DESIGNATION -  D 114
 MD0065  PID         -  MD0065
 MD0065  STATE/COUNTY-  MI/LENAWEE
 MD0065  USGS QUAD   -  ADRIAN (1979)
 MD0065
 MD0065                         *CURRENT SURVEY CONTROL
 MD0065  ___________________________________________________________________
 MD0065* NAD 83(1986)-  41 53 21.     (N)    084 03 27.     (W)     SCALED    
 MD0065* NAVD 88     -       237.668  (meters)     779.75   (feet)  ADJUSTED  
 MD0065  ___________________________________________________________________
 MD0065  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 MD0065  DYNAMIC HT  -         237.577 (meters)     779.45  (feet)  COMP
 MD0065  MODELED GRAV-     980,235.5   (mgal)                       NAVD 88
 MD0065
 MD0065  VERT ORDER  -  SECOND    CLASS 0
 MD0065
 MD0065.The horizontal coordinates were scaled from a topographic map and have
 MD0065.an estimated accuracy of +/- 6 seconds.
 MD0065
 MD0065.The orthometric height was determined by differential leveling
 MD0065.and adjusted by the National Geodetic Survey in June 1991..
 MD0065
 MD0065.The geoid height was determined by GEOID03.
 MD0065
 MD0065.The dynamic height is computed by dividing the NAVD 88
 MD0065.geopotential number by the normal gravity value computed on the
 MD0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0065.degrees latitude (g = 980.6199 gals.).
 MD0065
 MD0065.The modeled gravity was interpolated from observed gravity values.
 MD0065
 MD0065;                    North         East    Units  Estimated Accuracy
 MD0065;SPC MI S     -    43,280.    4,025,660.      MT  (+/- 180 meters Scaled)
 MD0065
 MD0065                          SUPERSEDED SURVEY CONTROL
 MD0065
 MD0065  NGVD 29 (??/??/92)  237.806  (m)          780.20   (f) ADJ UNCH    2 0
 MD0065
 MD0065.Superseded values are not recommended for survey control.
 MD0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0065.See file dsdata.txt to determine how the superseded data were derived.
 MD0065
 MD0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM441416(NAD 83)
 MD0065_MARKER: DB = BENCH MARK DISK
 MD0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0065_STAMPING: D 114 1934
 MD0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0065+STABILITY: SURFACE MOTION
 MD0065
 MD0065  HISTORY     - Date     Condition        Report By
 MD0065  HISTORY     - 1934     MONUMENTED       CGS
 MD0065
 MD0065                          STATION DESCRIPTION
 MD0065
 MD0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0065'1.7 MI W FROM ADRIAN.
 MD0065'1.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0065'STATION AT ADRIAN, LENAWEE COUNTY, AT THE CROSSING OF STATE
 MD0065'HIGHWAY 34, ABOUT 53 YARDS EAST OF THE INTERSECTION OF THE
 MD0065'CENTERLINE OF THE HIGHWAY AND THE SOUTH RAIL, 25.9 FEET NORTH
 MD0065'OF THE CENTERLINE OF THE HIGHWAY, 9.1 FEET SOUTH OF THE SOUTH
 MD0065'RAIL, 714 FEET WEST OF A STEEL ELECTRIC CROSSING SIGNPOST, AND
 MD0065'ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MD0065'D 114 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0324 ***********************************************************************
 NF0324  DESIGNATION -  D 115
 NF0324  PID         -  NF0324
 NF0324  STATE/COUNTY-  MI/IONIA
 NF0324  USGS QUAD   -  FREEPORT (1978)
 NF0324
 NF0324                         *CURRENT SURVEY CONTROL
 NF0324  ___________________________________________________________________
 NF0324* NAD 83(1986)-  42 51 02.     (N)    085 16 17.     (W)     SCALED    
 NF0324* NAVD 88     -       246.306  (meters)     808.09   (feet)  ADJUSTED  
 NF0324  ___________________________________________________________________
 NF0324  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF0324  DYNAMIC HT  -         246.236 (meters)     807.86  (feet)  COMP
 NF0324  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 NF0324
 NF0324  VERT ORDER  -  SECOND    CLASS 0
 NF0324
 NF0324.The horizontal coordinates were scaled from a topographic map and have
 NF0324.an estimated accuracy of +/- 6 seconds.
 NF0324
 NF0324.The orthometric height was determined by differential leveling
 NF0324.and adjusted by the National Geodetic Survey in June 1991..
 NF0324.WARNING-Repeat measurements at this control monument indicate possible
 NF0324.vertical movement.
 NF0324
 NF0324.The geoid height was determined by GEOID03.
 NF0324
 NF0324.The dynamic height is computed by dividing the NAVD 88
 NF0324.geopotential number by the normal gravity value computed on the
 NF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0324.degrees latitude (g = 980.6199 gals.).
 NF0324
 NF0324.The modeled gravity was interpolated from observed gravity values.
 NF0324
 NF0324;                    North         East    Units  Estimated Accuracy
 NF0324;SPC MI S     -   150,410.    3,926,060.      MT  (+/- 180 meters Scaled)
 NF0324
 NF0324                          SUPERSEDED SURVEY CONTROL
 NF0324
 NF0324  NGVD 29 (??/??/92)  246.429  (m)          808.49   (f) ADJ UNCH    2 0
 NF0324
 NF0324.Superseded values are not recommended for survey control.
 NF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0324.See file dsdata.txt to determine how the superseded data were derived.
 NF0324
 NF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN412456(NAD 83)
 NF0324_MARKER: DB = BENCH MARK DISK
 NF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0324_STAMPING: D 115 1934
 NF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0324+STABILITY: SURFACE MOTION
 NF0324
 NF0324  HISTORY     - Date     Condition        Report By
 NF0324  HISTORY     - 1934     MONUMENTED       CGS
 NF0324  HISTORY     - 1948     GOOD             NGS
 NF0324
 NF0324                          STATION DESCRIPTION
 NF0324
 NF0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0324'2 MI E FROM ELMDALE.
 NF0324'2.05 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0324'STATION AT ELMDALE, ABOUT 1.8 MILES NORTHWEST OF THE STATION
 NF0324'AT CLARKSVILLE, IONIA COUNTY, AT THE CROSSING OF BELL ROAD, 83
 NF0324'FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 43 FEET SOUTHWEST
 NF0324'OF THE SOUTHWEST RAIL, 30 FEET EAST OF THE CENTER LINE OF BELL
 NF0324'ROAD, 11 1/2 FEET EAST OF A TELEPHONE POLE, 7 FEET EAST OF A
 NF0324'FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 NF0324'POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0324'POST PROJECTING 10 INCHES.  THE MARK IS 25 FEET EAST OF THE
 NF0324'CENTERLINE OF BELL ROAD AND 45 FEET SOUTH OF THE CENTERLINE OF
 NF0324'THE TRACK, OPPOSITE STATION 6541 + 00.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0487 ***********************************************************************
 NE0487  DESIGNATION -  D 115 X
 NE0487  PID         -  NE0487
 NE0487  STATE/COUNTY-  MI/MONROE
 NE0487  USGS QUAD   -  FLAT ROCK (1973)
 NE0487
 NE0487                         *CURRENT SURVEY CONTROL
 NE0487  ___________________________________________________________________
 NE0487* NAD 83(1986)-  42 00 55.     (N)    083 17 20.     (W)     SCALED    
 NE0487* NAVD 88     -       181.896  (meters)     596.77   (feet)  ADJUSTED  
 NE0487  ___________________________________________________________________
 NE0487  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 NE0487  DYNAMIC HT  -         181.833 (meters)     596.56  (feet)  COMP
 NE0487  MODELED GRAV-     980,272.6   (mgal)                       NAVD 88
 NE0487
 NE0487  VERT ORDER  -  FIRST     CLASS I
 NE0487
 NE0487.The horizontal coordinates were scaled from a topographic map and have
 NE0487.an estimated accuracy of +/- 6 seconds.
 NE0487
 NE0487.The orthometric height was determined by differential leveling
 NE0487.and adjusted by the National Geodetic Survey in June 1991..
 NE0487
 NE0487.The geoid height was determined by GEOID03.
 NE0487
 NE0487.The dynamic height is computed by dividing the NAVD 88
 NE0487.geopotential number by the normal gravity value computed on the
 NE0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0487.degrees latitude (g = 980.6199 gals.).
 NE0487
 NE0487.The modeled gravity was interpolated from observed gravity values.
 NE0487
 NE0487;                    North         East    Units  Estimated Accuracy
 NE0487;SPC MI S     -    57,810.    4,089,270.      MT  (+/- 180 meters Scaled)
 NE0487
 NE0487                          SUPERSEDED SURVEY CONTROL
 NE0487
 NE0487  NGVD 29 (??/??/92)  182.067  (m)          597.33   (f) ADJ UNCH    1 1
 NE0487
 NE0487.Superseded values are not recommended for survey control.
 NE0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0487.See file dsdata.txt to determine how the superseded data were derived.
 NE0487
 NE0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG104540(NAD 83)
 NE0487_MARKER: DB = BENCH MARK DISK
 NE0487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0487_SP_SET: CONCRETE BASE
 NE0487_STAMPING: 597.187 D 115 X 1934
 NE0487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0487
 NE0487  HISTORY     - Date     Condition        Report By
 NE0487  HISTORY     - 1934     MONUMENTED       CGS
 NE0487  HISTORY     - 1968     GOOD             NGS
 NE0487
 NE0487                          STATION DESCRIPTION
 NE0487
 NE0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0487'4.2 MI SW FROM ROCKWOOD.
 NE0487'ABOUT 4.2 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0487'LINE RAILROAD FROM THE CROSSING OF THE HURON RIVER DRIVE AT
 NE0487'ROCKWOOD, WAYNE COUNTY, ABOUT 0.35 MILE NORTHEAST OF MILEPOST
 NE0487'26, ALONG THE PENN CENTRAL RAILROAD, SET ON THE TOP OF THE WEST
 NE0487'CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BASE FOR SIGNAL TOWER
 NE0487'NO. D 262, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENN
 NE0487'CENTRAL RAILROAD, ABOUT 35 YARDS NORTHWEST OF THE D AND T SL
 NE0487'RR, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 31, T 5
 NE0487'S, R 10 E
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0356 ***********************************************************************
 NF0356  DESIGNATION -  D 116
 NF0356  PID         -  NF0356
 NF0356  STATE/COUNTY-  MI/BARRY
 NF0356  USGS QUAD   -  DOWLING (1982)
 NF0356
 NF0356                         *CURRENT SURVEY CONTROL
 NF0356  ___________________________________________________________________
 NF0356* NAD 83(1986)-  42 34 52.     (N)    085 20 42.     (W)     SCALED    
 NF0356* NAVD 88     -       276.279  (meters)     906.43   (feet)  ADJUSTED  
 NF0356  ___________________________________________________________________
 NF0356  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NF0356  DYNAMIC HT  -         276.194 (meters)     906.15  (feet)  COMP
 NF0356  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 NF0356
 NF0356  VERT ORDER  -  SECOND    CLASS 0
 NF0356
 NF0356.The horizontal coordinates were scaled from a topographic map and have
 NF0356.an estimated accuracy of +/- 6 seconds.
 NF0356
 NF0356.The orthometric height was determined by differential leveling
 NF0356.and adjusted by the National Geodetic Survey in June 1991..
 NF0356
 NF0356.The geoid height was determined by GEOID03.
 NF0356
 NF0356.The dynamic height is computed by dividing the NAVD 88
 NF0356.geopotential number by the normal gravity value computed on the
 NF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0356.degrees latitude (g = 980.6199 gals.).
 NF0356
 NF0356.The modeled gravity was interpolated from observed gravity values.
 NF0356
 NF0356;                    North         East    Units  Estimated Accuracy
 NF0356;SPC MI S     -   120,550.    3,919,690.      MT  (+/- 180 meters Scaled)
 NF0356
 NF0356                          SUPERSEDED SURVEY CONTROL
 NF0356
 NF0356  NGVD 29 (??/??/92)  276.398  (m)          906.82   (f) ADJ UNCH    2 0
 NF0356
 NF0356.Superseded values are not recommended for survey control.
 NF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0356.See file dsdata.txt to determine how the superseded data were derived.
 NF0356
 NF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN358156(NAD 83)
 NF0356_MARKER: DB = BENCH MARK DISK
 NF0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0356_STAMPING: 906.767 D 116 1934
 NF0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0356+STABILITY: SURFACE MOTION
 NF0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0356+SATELLITE: SATELLITE OBSERVATIONS - November 09, 1994
 NF0356
 NF0356  HISTORY     - Date     Condition        Report By
 NF0356  HISTORY     - 1934     MONUMENTED       CGS
 NF0356  HISTORY     - 1940     GOOD             NGS
 NF0356  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0356  HISTORY     - 19941109 MARK NOT FOUND   MI-015
 NF0356  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 NF0356
 NF0356                          STATION DESCRIPTION
 NF0356
 NF0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0356'AT SCHULTZ.
 NF0356'AT SCHULTZ, BARRY COUNTY, IN THE SOUTHWEST QUARTER OF SECTION
 NF0356'2, T 2 N, R 9 W, ON AN EAST-AND-WEST GRAVEL ROAD, 0.3 MILE EAST
 NF0356'OF STATE HIGHWAY 43, JUST EAST OF THE JUNCTION OF A DIRT ROAD
 NF0356'LEADING SOUTH AND THE OLD ROADBED OF THE CHICAGO, KALAMAZOO AND
 NF0356'SAGINAW RAILWAY, 104 FEET NORTH OF THE CENTERLINE OF THE
 NF0356'GRAVEL ROAD, 26 FEET EAST OF THE CENTERLINE OF THE OLD RAILROAD
 NF0356'BED, AND NEAR THE FOOT OF A SMALL BANK.  A STANDARD DISK,
 NF0356'STAMPED 906.767 D 116 1934 AND SET IN THE TOP OF A CONCRETE
 NF0356'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 NF0356
 NF0356                          STATION RECOVERY (1979)
 NF0356
 NF0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0356'MARK NOT FOUND.
 NF0356
 NF0356                          STATION RECOVERY (1994)
 NF0356
 NF0356'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0356'MARK NOT FOUND.
 NF0356
 NF0356                          STATION RECOVERY (2005)
 NF0356
 NF0356'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0824 ***********************************************************************
 ME0824  DESIGNATION -  D 118
 ME0824  PID         -  ME0824
 ME0824  STATE/COUNTY-  MI/BERRIEN
 ME0824  USGS QUAD   -  BRIDGMAN (1978)
 ME0824
 ME0824                         *CURRENT SURVEY CONTROL
 ME0824  ___________________________________________________________________
 ME0824* NAD 83(1986)-  41 55 17.     (N)    086 34 09.     (W)     SCALED    
 ME0824* NAVD 88     -       196.447  (meters)     644.51   (feet)  ADJUSTED  
 ME0824  ___________________________________________________________________
 ME0824  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME0824  DYNAMIC HT  -         196.379 (meters)     644.29  (feet)  COMP
 ME0824  MODELED GRAV-     980,267.9   (mgal)                       NAVD 88
 ME0824
 ME0824  VERT ORDER  -  SECOND    CLASS 0
 ME0824
 ME0824.The horizontal coordinates were scaled from a topographic map and have
 ME0824.an estimated accuracy of +/- 6 seconds.
 ME0824
 ME0824.The orthometric height was determined by differential leveling
 ME0824.and adjusted by the National Geodetic Survey in June 1991..
 ME0824
 ME0824.The geoid height was determined by GEOID03.
 ME0824
 ME0824.The dynamic height is computed by dividing the NAVD 88
 ME0824.geopotential number by the normal gravity value computed on the
 ME0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0824.degrees latitude (g = 980.6199 gals.).
 ME0824
 ME0824.The modeled gravity was interpolated from observed gravity values.
 ME0824
 ME0824;                    North         East    Units  Estimated Accuracy
 ME0824;SPC MI S     -    49,200.    3,817,310.      MT  (+/- 180 meters Scaled)
 ME0824
 ME0824                          SUPERSEDED SURVEY CONTROL
 ME0824
 ME0824  NGVD 29 (??/??/92)  196.576  (m)          644.93   (f) ADJ UNCH    2 0
 ME0824
 ME0824.Superseded values are not recommended for survey control.
 ME0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0824.See file dsdata.txt to determine how the superseded data were derived.
 ME0824
 ME0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM357411(NAD 83)
 ME0824_MARKER: DB = BENCH MARK DISK
 ME0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0824_STAMPING: D 118 1934
 ME0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0824+STABILITY: SURFACE MOTION
 ME0824
 ME0824  HISTORY     - Date     Condition        Report By
 ME0824  HISTORY     - 1934     MONUMENTED       CGS
 ME0824  HISTORY     - 1969     MARK NOT FOUND   NGS
 ME0824
 ME0824                          STATION DESCRIPTION
 ME0824
 ME0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0824'1.6 MI S FROM BRIDGMAN.
 ME0824'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0824'THE PERE MARQUETTE RAILWAY, 0.25 MILE NORTH OF MP NO. C 82, 60
 ME0824'YARDS EAST OF A 1 STORY GRAY HOME, IN THE NORTHWEST ANGLE OF
 ME0824'A ROAD CROSSING, 15 YARDS WEST OF THE WEST RAIL, 11 YARDS NORTH
 ME0824'OF THE CENTER LINE OF THE SECOND CONCRETE COUNTY HIGHWAY SOUTH
 ME0824'OF BRIDGMAN, 7 YARDS NORTHWEST OF THE NORTH HEADWALL OF CONCRETE
 ME0824'HIGHWAY CULVERT, 2 YARDS EAST OF A FENCE LINE, A CONCRETE POST,
 ME0824'4 INCHES ABOVE THE GROUND.  A STANDARD DISK, STAMPED D 118 1934.
 ME0824
 ME0824                          STATION RECOVERY (1969)
 ME0824
 ME0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME0824'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0015 ***********************************************************************
 MD0015  DESIGNATION -  D 119
 MD0015  PID         -  MD0015
 MD0015  STATE/COUNTY-  MI/HILLSDALE
 MD0015  USGS QUAD   -  PITTSFORD (1962)
 MD0015
 MD0015                         *CURRENT SURVEY CONTROL
 MD0015  ___________________________________________________________________
 MD0015* NAD 83(1986)-  41 45 12.     (N)    084 24 34.     (W)     SCALED    
 MD0015* NAVD 88     -       272.324  (meters)     893.45   (feet)  ADJUSTED  
 MD0015  ___________________________________________________________________
 MD0015  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 MD0015  DYNAMIC HT  -         272.219 (meters)     893.11  (feet)  COMP
 MD0015  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 MD0015
 MD0015  VERT ORDER  -  SECOND    CLASS 0
 MD0015
 MD0015.The horizontal coordinates were scaled from a topographic map and have
 MD0015.an estimated accuracy of +/- 6 seconds.
 MD0015
 MD0015.The orthometric height was determined by differential leveling
 MD0015.and adjusted by the National Geodetic Survey in June 1991..
 MD0015
 MD0015.The geoid height was determined by GEOID03.
 MD0015
 MD0015.The dynamic height is computed by dividing the NAVD 88
 MD0015.geopotential number by the normal gravity value computed on the
 MD0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0015.degrees latitude (g = 980.6199 gals.).
 MD0015
 MD0015.The modeled gravity was interpolated from observed gravity values.
 MD0015
 MD0015;                    North         East    Units  Estimated Accuracy
 MD0015;SPC MI S     -    28,140.    3,996,440.      MT  (+/- 180 meters Scaled)
 MD0015
 MD0015                          SUPERSEDED SURVEY CONTROL
 MD0015
 MD0015  NGVD 29 (??/??/92)  272.456  (m)          893.88   (f) ADJ UNCH    2 0
 MD0015
 MD0015.Superseded values are not recommended for survey control.
 MD0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0015.See file dsdata.txt to determine how the superseded data were derived.
 MD0015
 MD0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM153256(NAD 83)
 MD0015_MARKER: DB = BENCH MARK DISK
 MD0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0015_STAMPING: D 119 1934
 MD0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0015+STABILITY: SURFACE MOTION
 MD0015
 MD0015  HISTORY     - Date     Condition        Report By
 MD0015  HISTORY     - 1934     MONUMENTED       CGS
 MD0015  HISTORY     - 1988     GOOD             USPSQD
 MD0015  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0015
 MD0015                          STATION DESCRIPTION
 MD0015
 MD0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0015'1.7 MI N FROM WALDRON.
 MD0015'1.7 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0015'STATION AT WALDRON, HILLSDALE COUNTY, 49 FEET NORTHEAST OF THE
 MD0015'EAST RAIL AT THE CROSSING OF THE CENTERLINE OF A GRAVEL ROAD,
 MD0015'36.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 26.3 FEET EAST
 MD0015'OF THE EAST RAIL, 7.6 FEET NORTHWEST OF A CORNER POST OF THE WIRE
 MD0015'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 MD0015'STAMPED D 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0015
 MD0015                          STATION RECOVERY (1988)
 MD0015
 MD0015'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0015'RECOVERED IN GOOD CONDITION.
 MD0015
 MD0015                          STATION RECOVERY (2000)
 MD0015
 MD0015'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0015'RAILROAD BED HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0208 ***********************************************************************
 QK0208  DESIGNATION -  D 12
 QK0208  PID         -  QK0208
 QK0208  STATE/COUNTY-  MI/CHEBOYGAN
 QK0208  USGS QUAD   -  WOLVERINE (1986)
 QK0208
 QK0208                         *CURRENT SURVEY CONTROL
 QK0208  ___________________________________________________________________
 QK0208* NAD 83(1986)-  45 32 22.     (N)    084 32 25.     (W)     SCALED    
 QK0208* NAVD 88     -       187.683  (meters)     615.76   (feet)  ADJUSTED  
 QK0208  ___________________________________________________________________
 QK0208  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 QK0208  DYNAMIC HT  -         187.680 (meters)     615.75  (feet)  COMP
 QK0208  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 QK0208
 QK0208  VERT ORDER  -  FIRST     CLASS II
 QK0208
 QK0208.The horizontal coordinates were scaled from a topographic map and have
 QK0208.an estimated accuracy of +/- 6 seconds.
 QK0208
 QK0208.The orthometric height was determined by differential leveling
 QK0208.and adjusted by the National Geodetic Survey in June 1991..
 QK0208
 QK0208.The geoid height was determined by GEOID03.
 QK0208
 QK0208.The dynamic height is computed by dividing the NAVD 88
 QK0208.geopotential number by the normal gravity value computed on the
 QK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0208.degrees latitude (g = 980.6199 gals.).
 QK0208
 QK0208.The modeled gravity was interpolated from observed gravity values.
 QK0208
 QK0208;                    North         East    Units  Estimated Accuracy
 QK0208;SPC MI C     -   247,020.    5,986,440.      MT  (+/- 180 meters Scaled)
 QK0208
 QK0208                          SUPERSEDED SURVEY CONTROL
 QK0208
 QK0208  NGVD 29 (??/??/92)  187.698  (m)          615.81   (f) ADJ UNCH    1 2
 QK0208
 QK0208.Superseded values are not recommended for survey control.
 QK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0208.See file dsdata.txt to determine how the superseded data were derived.
 QK0208
 QK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR920458(NAD 83)
 QK0208_MARKER: S = SPIKE
 QK0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0208_SP_SET: BASE
 QK0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0208
 QK0208  HISTORY     - Date     Condition        Report By
 QK0208  HISTORY     - UNK      MONUMENTED       CGS
 QK0208  HISTORY     - 1956     MARK NOT FOUND   NGS
 QK0208
 QK0208                          STATION DESCRIPTION
 QK0208
 QK0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 QK0208'1.4 MI S FROM MULLETT LAKE.
 QK0208'1.4 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 QK0208'STATION AT MULLETT LAKE, CHEBOYGAN COUNTY, AT THE STATION AT
 QK0208'BIRCHWOOD, 6 YARDS NORTH OF MILEPOST 23, AND IN THE BASE OF A
 QK0208'10-INCH WOODEN SEMAPHORE POLE.  A TRACK SPIKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1024 ***********************************************************************
 RL1024  DESIGNATION -  D 120
 RL1024  PID         -  RL1024
 RL1024  STATE/COUNTY-  MI/GOGEBIC
 RL1024  USGS QUAD   -  IMP LAKE (1982)
 RL1024
 RL1024                         *CURRENT SURVEY CONTROL
 RL1024  ___________________________________________________________________
 RL1024* NAD 83(1986)-  46 12 05.     (N)    089 02 06.     (W)     SCALED    
 RL1024* NAVD 88     -       534.997  (meters)    1755.24   (feet)  ADJUSTED  
 RL1024  ___________________________________________________________________
 RL1024  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RL1024  DYNAMIC HT  -         535.005 (meters)    1755.26  (feet)  COMP
 RL1024  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 RL1024
 RL1024  VERT ORDER  -  SECOND    CLASS 0
 RL1024
 RL1024.The horizontal coordinates were scaled from a topographic map and have
 RL1024.an estimated accuracy of +/- 6 seconds.
 RL1024
 RL1024.The orthometric height was determined by differential leveling
 RL1024.and adjusted by the National Geodetic Survey in June 1991..
 RL1024
 RL1024.The geoid height was determined by GEOID03.
 RL1024
 RL1024.The dynamic height is computed by dividing the NAVD 88
 RL1024.geopotential number by the normal gravity value computed on the
 RL1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1024.degrees latitude (g = 980.6199 gals.).
 RL1024
 RL1024.The modeled gravity was interpolated from observed gravity values.
 RL1024
 RL1024;                    North         East    Units  Estimated Accuracy
 RL1024;SPC MI N     -   159,620.    7,842,970.      MT  (+/- 180 meters Scaled)
 RL1024
 RL1024                          SUPERSEDED SURVEY CONTROL
 RL1024
 RL1024  NGVD 29 (??/??/92)  535.014  (m)         1755.29   (f) ADJ UNCH    2 0
 RL1024
 RL1024.Superseded values are not recommended for survey control.
 RL1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1024.See file dsdata.txt to determine how the superseded data were derived.
 RL1024
 RL1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS429184(NAD 83)
 RL1024_MARKER: DB = BENCH MARK DISK
 RL1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1024_STAMPING: D 120 1948
 RL1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1024+STABILITY: SURFACE MOTION
 RL1024
 RL1024  HISTORY     - Date     Condition        Report By
 RL1024  HISTORY     - 1948     MONUMENTED       CGS
 RL1024  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1024
 RL1024                          STATION DESCRIPTION
 RL1024
 RL1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1024'10.2 MI NE FROM LAND O LAKES.
 RL1024'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1024'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1024'THENCE ABOUT 5.25 MILES EAST ALONG A ROAD TO LAC VIEUX DESERT,
 RL1024'THENCE ABOUT 4.05 MILES NORTHEAST ALONG A ROAD LEADING TO
 RL1024'U.S. HIGHWAY 2, ABOUT 0.8 MILE SOUTHWEST OF THE INTERSECTION
 RL1024'OF U.S. HIGHWAY 2, AT THE TOP OF A GRADE, 23 FEET NORTH OF THE
 RL1024'CENTER LINE OF THE ROAD, AT THE EAST END OF A CAMP FIRE PLACE
 RL1024'SURROUNDED BY SMALL BOULDERS, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1024'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1024'PROJECTING 4 INCHES.  MARK MAY BE REACHED FROM WATERSMEET, GOGEBIC
 RL1024'COUNTY BY GOING ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2,
 RL1024'THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD AND SITE OF MARK.
 RL1024
 RL1024                          STATION RECOVERY (2005)
 RL1024
 RL1024'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1024'THERE HAS BEEN ROAD CONSTRUCTION ALONG FOREST ROAD 3940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0399 ***********************************************************************
 RL0399  DESIGNATION -  D 121
 RL0399  PID         -  RL0399
 RL0399  STATE/COUNTY-  MI/IRON
 RL0399  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0399
 RL0399                         *CURRENT SURVEY CONTROL
 RL0399  ___________________________________________________________________
 RL0399* NAD 83(1986)-  46 12 51.     (N)    088 53 30.     (W)     SCALED    
 RL0399* NAVD 88     -       524.986  (meters)    1722.39   (feet)  ADJUSTED  
 RL0399  ___________________________________________________________________
 RL0399  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL0399  DYNAMIC HT  -         524.993 (meters)    1722.41  (feet)  COMP
 RL0399  MODELED GRAV-     980,610.7   (mgal)                       NAVD 88
 RL0399
 RL0399  VERT ORDER  -  SECOND    CLASS 0
 RL0399
 RL0399.The horizontal coordinates were scaled from a topographic map and have
 RL0399.an estimated accuracy of +/- 6 seconds.
 RL0399
 RL0399.The orthometric height was determined by differential leveling
 RL0399.and adjusted by the National Geodetic Survey in June 1991..
 RL0399
 RL0399.The geoid height was determined by GEOID03.
 RL0399
 RL0399.The dynamic height is computed by dividing the NAVD 88
 RL0399.geopotential number by the normal gravity value computed on the
 RL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0399.degrees latitude (g = 980.6199 gals.).
 RL0399
 RL0399.The modeled gravity was interpolated from observed gravity values.
 RL0399
 RL0399;                    North         East    Units  Estimated Accuracy
 RL0399;SPC MI N     -   160,770.    7,854,060.      MT  (+/- 180 meters Scaled)
 RL0399
 RL0399                          SUPERSEDED SURVEY CONTROL
 RL0399
 RL0399  NGVD 29 (??/??/92)  525.001  (m)         1722.44   (f) ADJ UNCH    2 0
 RL0399
 RL0399.Superseded values are not recommended for survey control.
 RL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0399.See file dsdata.txt to determine how the superseded data were derived.
 RL0399
 RL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS540195(NAD 83)
 RL0399_MARKER: DB = BENCH MARK DISK
 RL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0399_STAMPING: D 121 1948
 RL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0399+STABILITY: SURFACE MOTION
 RL0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0399+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 RL0399
 RL0399  HISTORY     - Date     Condition        Report By
 RL0399  HISTORY     - 1948     MONUMENTED       CGS
 RL0399  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0399  HISTORY     - 20050405 GOOD             GEOCAC
 RL0399
 RL0399                          STATION DESCRIPTION
 RL0399
 RL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0399'1.2 MI S FROM ELMWOOD.
 RL0399'1.25 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE
 RL0399'INTERSECTION OF THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0399'AT THE JUNCTION OF A ROAD LEADING EAST TO GIBBS CITY (11 MILES),
 RL0399'ABOUT 90 YARDS SOUTH OF THE SOUTH END OF A CURVE SOUTH AND
 RL0399'NORTHWEST, 33 FEET EAST OF THE CENTER LINE OF THE ROAD, 170
 RL0399'FEET NORTH OF THE CENTER LINE OF THE ROAD EAST TO GIBBS CITY,
 RL0399'14.5 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 RL0399'POLES, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0399'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0399'PROJECTING 5 INCHES.
 RL0399
 RL0399                          STATION RECOVERY (2002)
 RL0399
 RL0399'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0399'MARK NOT FOUND.
 RL0399
 RL0399                          STATION RECOVERY (2005)
 RL0399
 RL0399'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0399'NAD 83(1986)-  46 12 50.2 (N)    088 53 31.5 (W)   HANDHELD GPS
 RL0399' 
 RL0399'NOTE--HWY 16 WAS RELOCATED WEST FROM ABOUT 2 MILES SOUTH OF ELMWOOD TO
 RL0399'ABOUT 1 MILE NORTH OF ELMWOOD, CIRCA 1980'S.
 RL0399' 
 RL0399'TO REACH FROM THE BRIDGE OVER THE SOUTH BRANCH OF THE PAINT RIVER AT
 RL0399'ELMWOOD GO 1.O MILE SOUTH ALONG NAT'L FOREST HIGHWAY 16 TO GRAVEL ROAD
 RL0399'LEFT, THENCE 0.1 MILE NE ALONG FOREST ROAD 3270 TO MARK OF THE LEFT.
 RL0399' 
 RL0399' 
 RL0399'IT IS 570 FT NE ALONG THE C/L ROAD FROM C/L OF NFH-16, THENCE 170 FT
 RL0399'NW TO MARK, AT RIGHT ANGLE TO FR3270.  2 FT EAST OF A METAL WITNESS
 RL0399'POST AND PROJECTING ABOUT 4-INCHS ABOVE GROUND.  NOTE-OLD HWY 16
 RL0399'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1011 ***********************************************************************
 RL1011  DESIGNATION -  D 122
 RL1011  PID         -  RL1011
 RL1011  STATE/COUNTY-  MI/ONTONAGON
 RL1011  USGS QUAD   -  PHELPS (1981)
 RL1011
 RL1011                         *CURRENT SURVEY CONTROL
 RL1011  ___________________________________________________________________
 RL1011* NAD 83(1986)-  46 22 18.     (N)    089 00 36.     (W)     SCALED    
 RL1011* NAVD 88     -       506.091  (meters)    1660.40   (feet)  ADJUSTED  
 RL1011  ___________________________________________________________________
 RL1011  GEOID HEIGHT-         -31.72  (meters)                     GEOID03
 RL1011  DYNAMIC HT  -         506.102 (meters)    1660.44  (feet)  COMP
 RL1011  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RL1011
 RL1011  VERT ORDER  -  SECOND    CLASS 0
 RL1011
 RL1011.The horizontal coordinates were scaled from a topographic map and have
 RL1011.an estimated accuracy of +/- 6 seconds.
 RL1011
 RL1011.The orthometric height was determined by differential leveling
 RL1011.and adjusted by the National Geodetic Survey in June 1991..
 RL1011
 RL1011.The geoid height was determined by GEOID03.
 RL1011
 RL1011.The dynamic height is computed by dividing the NAVD 88
 RL1011.geopotential number by the normal gravity value computed on the
 RL1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1011.degrees latitude (g = 980.6199 gals.).
 RL1011
 RL1011.The modeled gravity was interpolated from observed gravity values.
 RL1011
 RL1011;                    North         East    Units  Estimated Accuracy
 RL1011;SPC MI N     -   178,490.    7,845,380.      MT  (+/- 180 meters Scaled)
 RL1011
 RL1011                          SUPERSEDED SURVEY CONTROL
 RL1011
 RL1011  NGVD 29 (??/??/92)  506.108  (m)         1660.46   (f) ADJ UNCH    2 0
 RL1011
 RL1011.Superseded values are not recommended for survey control.
 RL1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1011.See file dsdata.txt to determine how the superseded data were derived.
 RL1011
 RL1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS454373(NAD 83)
 RL1011_MARKER: DB = BENCH MARK DISK
 RL1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1011_STAMPING: D 122 1948
 RL1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1011+STABILITY: SURFACE MOTION
 RL1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1011+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL1011
 RL1011  HISTORY     - Date     Condition        Report By
 RL1011  HISTORY     - 1948     MONUMENTED       CGS
 RL1011  HISTORY     - 20040720 GOOD             GEOCAC
 RL1011
 RL1011                          STATION DESCRIPTION
 RL1011
 RL1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1011'13.6 MI NE FROM WATERSMEET.
 RL1011'ABOUT 6.7 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1011'FROM THE STATION AT WATERSMEET, THENCE ABOUT 6.95 MILES NORTH
 RL1011'ALONG TROUT CREEK ROAD, ABOUT 0.65 MILE NORTH OF DEADMAN CREEK,
 RL1011'ABOUT 75 FEET SOUTHEAST OF THE BOTTOM OF GRADES AND AT AN
 RL1011'OPENING IN WOODS, 26.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL1011'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1011'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL1011'INCHES.  MARK MAY BE REACHED FROM THE ROAD JUNCTION AT
 RL1011'CALDERWOOD, ONTONAGON COUNTY, BY GOING 5.9 MILES SOUTH AND EAST
 RL1011'ALONG A ROAD, THENCE ABOUT 2.65 MILES SOUTH AND SOUTHWEST ALONG
 RL1011'A GRAVEL ROAD.
 RL1011
 RL1011                          STATION RECOVERY (2004)
 RL1011
 RL1011'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1011'NAD 83 -  46 22 17.4 (N) -  089 00 38.6 (W)  HANDHELD DGPS
 RL1011' 
 RL1011'14 FT N OF A 8-INCH WHITE BIRCH TREE AND 2 FT EAST OF A METAL WITNESS
 RL1011'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0344 ***********************************************************************
 RL0344  DESIGNATION -  D 123
 RL0344  PID         -  RL0344
 RL0344  STATE/COUNTY-  MI/IRON
 RL0344  USGS QUAD   -  
 RL0344
 RL0344                         *CURRENT SURVEY CONTROL
 RL0344  ___________________________________________________________________
 RL0344* NAD 83(1986)-  46 23 16.     (N)    088 58 19.     (W)     SCALED    
 RL0344* NAVD 88     -       509.805  (meters)    1672.59   (feet)  ADJUSTED  
 RL0344  ___________________________________________________________________
 RL0344  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 RL0344  DYNAMIC HT  -         509.814 (meters)    1672.61  (feet)  COMP
 RL0344  MODELED GRAV-     980,615.3   (mgal)                       NAVD 88
 RL0344
 RL0344  VERT ORDER  -  SECOND    CLASS 0
 RL0344
 RL0344.The horizontal coordinates were scaled from a topographic map and have
 RL0344.an estimated accuracy of +/- 6 seconds.
 RL0344
 RL0344.The orthometric height was determined by differential leveling
 RL0344.and adjusted by the National Geodetic Survey in June 1991..
 RL0344
 RL0344.The geoid height was determined by GEOID03.
 RL0344
 RL0344.The dynamic height is computed by dividing the NAVD 88
 RL0344.geopotential number by the normal gravity value computed on the
 RL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0344.degrees latitude (g = 980.6199 gals.).
 RL0344
 RL0344.The modeled gravity was interpolated from observed gravity values.
 RL0344
 RL0344;                    North         East    Units  Estimated Accuracy
 RL0344;SPC MI N     -   180,210.    7,848,350.      MT  (+/- 180 meters Scaled)
 RL0344
 RL0344                          SUPERSEDED SURVEY CONTROL
 RL0344
 RL0344  NGVD 29 (??/??/92)  509.817  (m)         1672.62   (f) ADJ UNCH    2 0
 RL0344
 RL0344.Superseded values are not recommended for survey control.
 RL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0344.See file dsdata.txt to determine how the superseded data were derived.
 RL0344
 RL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS483390(NAD 83)
 RL0344_MARKER: DB = BENCH MARK DISK
 RL0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0344_STAMPING: D 123 1948
 RL0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0344+STABILITY: SURFACE MOTION
 RL0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0344+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0344
 RL0344  HISTORY     - Date     Condition        Report By
 RL0344  HISTORY     - 1948     MONUMENTED       CGS
 RL0344  HISTORY     - 1985     GOOD             NGS
 RL0344  HISTORY     - 20040526 GOOD             GEOCAC
 RL0344
 RL0344                          STATION DESCRIPTION
 RL0344
 RL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0344'6.9 MI SE FROM CALDERWOOD.
 RL0344'5.9 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 RL0344'JUNCTION AT CALDERWOOD, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 RL0344'A GRAVEL ROAD, 0.4 MILE NORTHEAST OF A WOODEN BRIDGE OVER A
 RL0344'CREEK, ABOUT 1.05 MILE WEST OF THE JUNCTION OF A ROAD SOUTHEAST
 RL0344'TO ROBINSON LAKE, ABOUT 50 FEET NORTH OF THE TOP OF A GRADE,
 RL0344'20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH
 RL0344'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 3 FEET SOUTH OF THE
 RL0344'SOUTH EDGE OF A 3 BY 2 BY 1 1/2-FOOT SURFACE BOULDER, 2 FEET
 RL0344'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0344'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0344
 RL0344                          STATION RECOVERY (1985)
 RL0344
 RL0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0344'RECOVERED IN GOOD CONDITION.
 RL0344
 RL0344                          STATION RECOVERY (2004)
 RL0344
 RL0344'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0344'DGPS POSITION
 RL0344'NAD 83 - 46 23 15.9 (N) - 088 58 20.1(W) GARMIN GPS V
 RL0344' 
 RL0344'ALONG (NAT'T FOREST ROAD) FR 4500, ABOUT 70 FT NORTHEAST OF A SMALL
 RL0344'CLEARING AND 1 FT SE OF AN EXISTING METAL WITNESS POST WITH SIGN
 RL0344'ATTACHED.
 RL0344' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0454 ***********************************************************************
 RL0454  DESIGNATION -  D 124
 RL0454  PID         -  RL0454
 RL0454  STATE/COUNTY-  MI/IRON
 RL0454  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0454
 RL0454                         *CURRENT SURVEY CONTROL
 RL0454  ___________________________________________________________________
 RL0454* NAD 83(1986)-  46 02 26.     (N)    088 47 24.     (W)     SCALED    
 RL0454* NAVD 88     -       475.527  (meters)    1560.12   (feet)  ADJUSTED  
 RL0454  ___________________________________________________________________
 RL0454  GEOID HEIGHT-         -31.95  (meters)                     GEOID03
 RL0454  DYNAMIC HT  -         475.529 (meters)    1560.13  (feet)  COMP
 RL0454  MODELED GRAV-     980,603.3   (mgal)                       NAVD 88
 RL0454
 RL0454  VERT ORDER  -  SECOND    CLASS 0
 RL0454
 RL0454.The horizontal coordinates were scaled from a topographic map and have
 RL0454.an estimated accuracy of +/- 6 seconds.
 RL0454
 RL0454.The orthometric height was determined by differential leveling
 RL0454.and adjusted by the National Geodetic Survey in June 1991..
 RL0454
 RL0454.The geoid height was determined by GEOID03.
 RL0454
 RL0454.The dynamic height is computed by dividing the NAVD 88
 RL0454.geopotential number by the normal gravity value computed on the
 RL0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0454.degrees latitude (g = 980.6199 gals.).
 RL0454
 RL0454.The modeled gravity was interpolated from observed gravity values.
 RL0454
 RL0454;                    North         East    Units  Estimated Accuracy
 RL0454;SPC MI N     -   141,300.    7,861,470.      MT  (+/- 180 meters Scaled)
 RL0454
 RL0454                          SUPERSEDED SURVEY CONTROL
 RL0454
 RL0454  NGVD 29 (??/??/92)  475.528  (m)         1560.13   (f) ADJ UNCH    2 0
 RL0454
 RL0454.Superseded values are not recommended for survey control.
 RL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0454.See file dsdata.txt to determine how the superseded data were derived.
 RL0454
 RL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS614001(NAD 83)
 RL0454_MARKER: DB = BENCH MARK DISK
 RL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0454_STAMPING: D 124 1948
 RL0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0454+STABILITY: SURFACE MOTION
 RL0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0454+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 RL0454
 RL0454  HISTORY     - Date     Condition        Report By
 RL0454  HISTORY     - 1948     MONUMENTED       CGS
 RL0454  HISTORY     - 20000309 GOOD             MIDT
 RL0454  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0454
 RL0454                          STATION DESCRIPTION
 RL0454
 RL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0454'8.4 MI SW FROM IRON RIVER.
 RL0454'1.3 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL AT
 RL0454'IRON RIVER, THENCE ABOUT 7.05 MILES SOUTHWEST ALONG STATE
 RL0454'HIGHWAY 73, ABOUT 1.05 MILES NORTHEAST OF THE WISCONSIN-MICHIGAN
 RL0454'STATE LINE AND BRIDGE OVER BRULE RIVER, ABOUT 0.4 MILE EAST OF
 RL0454'THE JUNCTION OF A ROAD NORTH AND A CURVE WITH TANGENTS EAST AND
 RL0454'SOUTHWEST, 31 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0454'183 FEET WEST OF THE CENTER LINE OF A PINE-TREE-LINED DRIVE
 RL0454'NORTH TO A HOUSE, 6.5 FEET WEST OF THE ROW OF PINE TREES BETWEEN
 RL0454'HIGHWAY AND BARN, 34 FEET SOUTH OF POWER POLE NO. 16075, 2.5 FEET
 RL0454'SOUTH OF A FENCE CORNER IN R/W FENCE, ABOUT LEVEL WITH THE
 RL0454'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0454
 RL0454                          STATION RECOVERY (2000)
 RL0454
 RL0454'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0454'US-2, 7.05 MI -S- ALONG HWY M-73 FROM US-2 JUNCTION TO MARK ON RIGHT
 RL0454'AT -NE- CORNER OF FENCED LIVESTOCK AREA. (NOTE-1.05 MI -N- OF THE
 RL0454'STATE LINE BRIDGE) 73.5 FT -S- OF DRIVE -W-, 34 FT -W- OF HWY C/L, 8.2
 RL0454'FT -SSW- OF HUGE WHITE PINE, 2.6 FT -SW- OF FENCE CORNER AND WITNESS
 RL0454'POST. LEVEL WITH HIGHWAY AND GROUND INSIDE FENCE.
 RL0454
 RL0454                          STATION RECOVERY (2002)
 RL0454
 RL0454'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0462 ***********************************************************************
 RL0462  DESIGNATION -  D 125
 RL0462  PID         -  RL0462
 RL0462  STATE/COUNTY-  MI/IRON
 RL0462  USGS QUAD   -  GAASTRA (1944)
 RL0462
 RL0462                         *CURRENT SURVEY CONTROL
 RL0462  ___________________________________________________________________
 RL0462* NAD 83(1986)-  46 06 28.     (N)    088 31 26.     (W)     SCALED    
 RL0462* NAVD 88     -       477.061  (meters)    1565.16   (feet)  ADJUSTED  
 RL0462  ___________________________________________________________________
 RL0462  GEOID HEIGHT-         -32.33  (meters)                     GEOID03
 RL0462  DYNAMIC HT  -         477.067 (meters)    1565.18  (feet)  COMP
 RL0462  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RL0462
 RL0462  VERT ORDER  -  SECOND    CLASS 0
 RL0462
 RL0462.The horizontal coordinates were scaled from a topographic map and have
 RL0462.an estimated accuracy of +/- 6 seconds.
 RL0462
 RL0462.The orthometric height was determined by differential leveling
 RL0462.and adjusted by the National Geodetic Survey in June 1991..
 RL0462
 RL0462.The geoid height was determined by GEOID03.
 RL0462
 RL0462.The dynamic height is computed by dividing the NAVD 88
 RL0462.geopotential number by the normal gravity value computed on the
 RL0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0462.degrees latitude (g = 980.6199 gals.).
 RL0462
 RL0462.The modeled gravity was interpolated from observed gravity values.
 RL0462
 RL0462;                    North         East    Units  Estimated Accuracy
 RL0462;SPC MI N     -   148,340.    7,882,200.      MT  (+/- 180 meters Scaled)
 RL0462
 RL0462                          SUPERSEDED SURVEY CONTROL
 RL0462
 RL0462  NGVD 29 (??/??/92)  477.050  (m)         1565.12   (f) ADJ UNCH    2 0
 RL0462
 RL0462.Superseded values are not recommended for survey control.
 RL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0462.See file dsdata.txt to determine how the superseded data were derived.
 RL0462
 RL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS822071(NAD 83)
 RL0462_MARKER: DB = BENCH MARK DISK
 RL0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0462_SP_SET: CULVERT
 RL0462_STAMPING: D 125 1948
 RL0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0462
 RL0462  HISTORY     - Date     Condition        Report By
 RL0462  HISTORY     - 1948     MONUMENTED       CGS
 RL0462  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0462
 RL0462                          STATION DESCRIPTION
 RL0462
 RL0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0462'2.1 MI E FROM MAPLETON.
 RL0462'2.1 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE BATES TOWNSHIP
 RL0462'HALL AT MAPLETON, ABOUT 0.4 MILE WEST AND UPHILL FROM A ROADSIDE
 RL0462'PARK, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A ROAD SOUTHEAST,
 RL0462'SET IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL
 RL0462'OF A 40-INCH PIPE CULVERT, 26 FEET NORTH OF THE CENTER LINE OF
 RL0462'THE HIGHWAY, 9.5 FEET NORTH OF THE GUARD RAIL FENCE AND 6 FEET
 RL0462'BELOW THE HIGHWAY.
 RL0462
 RL0462                          STATION RECOVERY (2002)
 RL0462
 RL0462'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0373 ***********************************************************************
 RL0373  DESIGNATION -  D 126
 RL0373  PID         -  RL0373
 RL0373  STATE/COUNTY-  MI/IRON
 RL0373  USGS QUAD   -  PERCH LAKE (1985)
 RL0373
 RL0373                         *CURRENT SURVEY CONTROL
 RL0373  ___________________________________________________________________
 RL0373* NAD 83(1986)-  46 17 03.     (N)    088 40 30.     (W)     SCALED    
 RL0373* NAVD 88     -       475.715  (meters)    1560.74   (feet)  ADJUSTED  
 RL0373  ___________________________________________________________________
 RL0373  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 RL0373  DYNAMIC HT  -         475.727 (meters)    1560.78  (feet)  COMP
 RL0373  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 RL0373
 RL0373  VERT ORDER  -  SECOND    CLASS 0
 RL0373
 RL0373.The horizontal coordinates were scaled from a topographic map and have
 RL0373.an estimated accuracy of +/- 6 seconds.
 RL0373
 RL0373.The orthometric height was determined by differential leveling
 RL0373.and adjusted by the National Geodetic Survey in June 1991..
 RL0373
 RL0373.The geoid height was determined by GEOID03.
 RL0373
 RL0373.The dynamic height is computed by dividing the NAVD 88
 RL0373.geopotential number by the normal gravity value computed on the
 RL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0373.degrees latitude (g = 980.6199 gals.).
 RL0373
 RL0373.The modeled gravity was interpolated from observed gravity values.
 RL0373
 RL0373;                    North         East    Units  Estimated Accuracy
 RL0373;SPC MI N     -   168,170.    7,870,940.      MT  (+/- 180 meters Scaled)
 RL0373
 RL0373                          SUPERSEDED SURVEY CONTROL
 RL0373
 RL0373  NGVD 29 (??/??/92)  475.716  (m)         1560.74   (f) ADJ UNCH    2 0
 RL0373
 RL0373.Superseded values are not recommended for survey control.
 RL0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0373.See file dsdata.txt to determine how the superseded data were derived.
 RL0373
 RL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS709269(NAD 83)
 RL0373_MARKER: DB = BENCH MARK DISK
 RL0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0373_STAMPING: D 126 1948
 RL0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0373+STABILITY: SURFACE MOTION
 RL0373
 RL0373  HISTORY     - Date     Condition        Report By
 RL0373  HISTORY     - 1948     MONUMENTED       CGS
 RL0373  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0373  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0373
 RL0373                          STATION DESCRIPTION
 RL0373
 RL0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0373'4.8 MI N FROM GIBBS CITY.
 RL0373'4.85 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0373'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 0.3 MILE
 RL0373'SOUTH OF A 24-INCH PIPE CULVERT, ABOUT 0.15 MILE NORTH OF THE
 RL0373'JUNCTION OF A TRAIL EAST, 22 FEET EAST OF THE CENTER LINE OF THE
 RL0373'ROAD, 9 FEET SOUTH OF A DIM TRAIL EAST-NORTHEAST, 40.5 FEET
 RL0373'SOUTH OF THE SOUTH END OF AN ANGULAR SHAPED BOULDER 6 BY 3 BY
 RL0373'2 1/2 FEET, 2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0373'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0373'PROJECTING 5 INCHES.
 RL0373
 RL0373                          STATION RECOVERY (1982)
 RL0373
 RL0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0373'MARK NOT FOUND.
 RL0373
 RL0373                          STATION RECOVERY (1997)
 RL0373
 RL0373'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0311 ***********************************************************************
 RL0311  DESIGNATION -  D 127
 RL0311  PID         -  RL0311
 RL0311  STATE/COUNTY-  MI/IRON
 RL0311  USGS QUAD   -  TUNIS (1985)
 RL0311
 RL0311                         *CURRENT SURVEY CONTROL
 RL0311  ___________________________________________________________________
 RL0311* NAD 83(1986)-  46 23 03.     (N)    088 33 46.     (W)     SCALED    
 RL0311* NAVD 88     -       467.303  (meters)    1533.14   (feet)  ADJUSTED  
 RL0311  ___________________________________________________________________
 RL0311  GEOID HEIGHT-         -32.30  (meters)                     GEOID03
 RL0311  DYNAMIC HT  -         467.322 (meters)    1533.21  (feet)  COMP
 RL0311  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 RL0311
 RL0311  VERT ORDER  -  SECOND    CLASS 0
 RL0311
 RL0311.The horizontal coordinates were scaled from a topographic map and have
 RL0311.an estimated accuracy of +/- 6 seconds.
 RL0311
 RL0311.The orthometric height was determined by differential leveling
 RL0311.and adjusted by the National Geodetic Survey in June 1991..
 RL0311
 RL0311.The geoid height was determined by GEOID03.
 RL0311
 RL0311.The dynamic height is computed by dividing the NAVD 88
 RL0311.geopotential number by the normal gravity value computed on the
 RL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0311.degrees latitude (g = 980.6199 gals.).
 RL0311
 RL0311.The modeled gravity was interpolated from observed gravity values.
 RL0311
 RL0311;                    North         East    Units  Estimated Accuracy
 RL0311;SPC MI N     -   179,110.    7,879,800.      MT  (+/- 180 meters Scaled)
 RL0311
 RL0311                          SUPERSEDED SURVEY CONTROL
 RL0311
 RL0311  NGVD 29 (??/??/92)  467.295  (m)         1533.12   (f) ADJ UNCH    2 0
 RL0311
 RL0311.Superseded values are not recommended for survey control.
 RL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0311.See file dsdata.txt to determine how the superseded data were derived.
 RL0311
 RL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS798379(NAD 83)
 RL0311_MARKER: DB = BENCH MARK DISK
 RL0311_SETTING: 80 = SET IN A BOULDER
 RL0311_SP_SET: BOULDER
 RL0311_STAMPING: D 127 1948
 RL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0311+STABILITY: SURFACE MOTION
 RL0311
 RL0311  HISTORY     - Date     Condition        Report By
 RL0311  HISTORY     - 1948     MONUMENTED       CGS
 RL0311  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0311
 RL0311                          STATION DESCRIPTION
 RL0311
 RL0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0311'2.5 MI W FROM PARK SIDING.
 RL0311'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0311'RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT 2.0 MILES
 RL0311'WEST AND SOUTHWEST ALONG A LOGGING ROAD, AT THE SOUTH PART OF A
 RL0311'LARGE CLEARING, 20 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0311'EAST AND ACROSS ROAD FROM AN OLD CAMP SITE, ABOUT 40 YARDS
 RL0311'NORTH OF THE NORTH EDGE OF A GROVE OF YOUNG ASPEN TREES, SET IN
 RL0311'THE TOP AND 1 FOOT NORTHWEST OF THE HIGHEST POINT OF A LARGE
 RL0311'BOULDER AND ABOUT 2 FEET ABOVE THE ROAD.
 RL0311
 RL0311                          STATION RECOVERY (1982)
 RL0311
 RL0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0694 ***********************************************************************
 RL0694  DESIGNATION -  D 128
 RL0694  PID         -  RL0694
 RL0694  STATE/COUNTY-  MI/HOUGHTON
 RL0694  USGS QUAD   -  SIDNAW (1985)
 RL0694
 RL0694                         *CURRENT SURVEY CONTROL
 RL0694  ___________________________________________________________________
 RL0694* NAD 83(1986)-  46 30 31.     (N)    088 42 36.     (W)     SCALED    
 RL0694* NAVD 88     -       416.173  (meters)    1365.39   (feet)  ADJUSTED  
 RL0694  ___________________________________________________________________
 RL0694  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 RL0694  DYNAMIC HT  -         416.184 (meters)    1365.43  (feet)  COMP
 RL0694  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RL0694
 RL0694  VERT ORDER  -  SECOND    CLASS 0
 RL0694
 RL0694.The horizontal coordinates were scaled from a topographic map and have
 RL0694.an estimated accuracy of +/- 6 seconds.
 RL0694
 RL0694.The orthometric height was determined by differential leveling
 RL0694.and adjusted by the National Geodetic Survey in June 1991..
 RL0694
 RL0694.The geoid height was determined by GEOID03.
 RL0694
 RL0694.The dynamic height is computed by dividing the NAVD 88
 RL0694.geopotential number by the normal gravity value computed on the
 RL0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0694.degrees latitude (g = 980.6199 gals.).
 RL0694
 RL0694.The modeled gravity was interpolated from observed gravity values.
 RL0694
 RL0694;                    North         East    Units  Estimated Accuracy
 RL0694;SPC MI N     -   193,170.    7,868,780.      MT  (+/- 180 meters Scaled)
 RL0694
 RL0694                          SUPERSEDED SURVEY CONTROL
 RL0694
 RL0694  NGVD 29 (??/??/92)  416.183  (m)         1365.43   (f) ADJ UNCH    2 0
 RL0694
 RL0694.Superseded values are not recommended for survey control.
 RL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0694.See file dsdata.txt to determine how the superseded data were derived.
 RL0694
 RL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS688519(NAD 83)
 RL0694_MARKER: DB = BENCH MARK DISK
 RL0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0694_STAMPING: D 128 1948
 RL0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0694+STABILITY: SURFACE MOTION
 RL0694
 RL0694  HISTORY     - Date     Condition        Report By
 RL0694  HISTORY     - 1948     MONUMENTED       CGS
 RL0694  HISTORY     - 1989     GOOD             USPSQD
 RL0694
 RL0694                          STATION DESCRIPTION
 RL0694
 RL0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0694'AT SIDNAW.
 RL0694'AT SIDNAW, AT THE PRICKETT-GROOMS AIRPORT, AT THE INTERSECTION
 RL0694'OF THE EAST-WEST AND NORTH-SOUTH RUNWAYS, 358 FEET NORTHEAST
 RL0694'OF THE NORTHEAST CORNER OF THE SIDNAW SCHOOL, 63 FEET EAST OF
 RL0694'THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 63 FEET NORTH OF THE
 RL0694'NORTH EDGE OF THE EAST-WEST RUNWAY, 11.8 FEET SOUTH OF A WIND
 RL0694'SOCK POLE, 46 FEET EAST-SOUTHEAST OF THE EAST END OF A 40-INCH
 RL0694'PIPE CULVERT UNDER THE NORTH-SOUTH RUNWAY, 2 FEET EAST OF A
 RL0694'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 RL0694'POST PROJECTING 5 INCHES.
 RL0694
 RL0694                          STATION RECOVERY (1989)
 RL0694
 RL0694'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0651 ***********************************************************************
 RL0651  DESIGNATION -  D 129
 RL0651  PID         -  RL0651
 RL0651  STATE/COUNTY-  MI/BARAGA
 RL0651  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0651
 RL0651                         *CURRENT SURVEY CONTROL
 RL0651  ___________________________________________________________________
 RL0651* NAD 83(1986)-  46 40 38.     (N)    088 35 32.     (W)     SCALED    
 RL0651* NAVD 88     -       366.556  (meters)    1202.61   (feet)  ADJUSTED  
 RL0651  ___________________________________________________________________
 RL0651  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 RL0651  DYNAMIC HT  -         366.568 (meters)    1202.65  (feet)  COMP
 RL0651  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 RL0651
 RL0651  VERT ORDER  -  SECOND    CLASS 0
 RL0651
 RL0651.The horizontal coordinates were scaled from a topographic map and have
 RL0651.an estimated accuracy of +/- 6 seconds.
 RL0651
 RL0651.The orthometric height was determined by differential leveling
 RL0651.and adjusted by the National Geodetic Survey in June 1991..
 RL0651
 RL0651.The geoid height was determined by GEOID03.
 RL0651
 RL0651.The dynamic height is computed by dividing the NAVD 88
 RL0651.geopotential number by the normal gravity value computed on the
 RL0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0651.degrees latitude (g = 980.6199 gals.).
 RL0651
 RL0651.The modeled gravity was interpolated from observed gravity values.
 RL0651
 RL0651;                    North         East    Units  Estimated Accuracy
 RL0651;SPC MI N     -   211,720.    7,878,190.      MT  (+/- 180 meters Scaled)
 RL0651
 RL0651                          SUPERSEDED SURVEY CONTROL
 RL0651
 RL0651  NGVD 29 (??/??/92)  366.522  (m)         1202.50   (f) ADJ UNCH    2 0
 RL0651
 RL0651.Superseded values are not recommended for survey control.
 RL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0651.See file dsdata.txt to determine how the superseded data were derived.
 RL0651
 RL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS782705(NAD 83)
 RL0651_MARKER: DB = BENCH MARK DISK
 RL0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0651_STAMPING: D 129 1948
 RL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0651+STABILITY: SURFACE MOTION
 RL0651
 RL0651  HISTORY     - Date     Condition        Report By
 RL0651  HISTORY     - 1948     MONUMENTED       CGS
 RL0651  HISTORY     - 20030518 MARK NOT FOUND   GEOCAC
 RL0651
 RL0651                          STATION DESCRIPTION
 RL0651
 RL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0651'8.8 MI SW FROM BARAGA.
 RL0651'8.85 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0651'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0651'BARAGA, ABOUT 1.85 MILES NORTH OF THE JUNCTION OF A TRAIL LEADING
 RL0651'SOUTHEAST TO LITTLE LAKE, AT THE BOTTOM OF GRADES AND AT THE
 RL0651'JUNCTION OF A DIM TRAIL EAST, 28 FEET EAST OF THE CENTER LINE
 RL0651'OF THE ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE TRAIL,
 RL0651'27.5 FEET NORTH AND ACROSS THE TRAIL FROM A TRIANGULAR BLAZED
 RL0651'10-INCH JACK PINE TREE, 2.5 FEET SOUTHEAST OF A WHITE WOODEN
 RL0651'WITNESS POST, 1 FOOT ABOVE THE ROAD AND TRAIL AND SET IN THE
 RL0651'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0651
 RL0651                          STATION RECOVERY (2003)
 RL0651
 RL0651'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL0651'ROAD IS BEING WIDENED THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0146 ***********************************************************************
 PL0146  DESIGNATION -  D 13
 PL0146  PID         -  PL0146
 PL0146  STATE/COUNTY-  MI/CRAWFORD
 PL0146  USGS QUAD   -  FREDERIC (1985)
 PL0146
 PL0146                         *CURRENT SURVEY CONTROL
 PL0146  ___________________________________________________________________
 PL0146* NAD 83(1986)-  44 48 28.     (N)    084 45 13.     (W)     SCALED    
 PL0146* NAVD 88     -       374.301  (meters)    1228.02   (feet)  ADJUSTED  
 PL0146  ___________________________________________________________________
 PL0146  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 PL0146  DYNAMIC HT  -         374.257 (meters)    1227.87  (feet)  COMP
 PL0146  MODELED GRAV-     980,489.2   (mgal)                       NAVD 88
 PL0146
 PL0146  VERT ORDER  -  FIRST     CLASS II
 PL0146
 PL0146.The horizontal coordinates were scaled from a topographic map and have
 PL0146.an estimated accuracy of +/- 6 seconds.
 PL0146
 PL0146.The orthometric height was determined by differential leveling
 PL0146.and adjusted by the National Geodetic Survey in June 1991..
 PL0146
 PL0146.The geoid height was determined by GEOID03.
 PL0146
 PL0146.The dynamic height is computed by dividing the NAVD 88
 PL0146.geopotential number by the normal gravity value computed on the
 PL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0146.degrees latitude (g = 980.6199 gals.).
 PL0146
 PL0146.The modeled gravity was interpolated from observed gravity values.
 PL0146
 PL0146;                    North         East    Units  Estimated Accuracy
 PL0146;SPC MI C     -   165,770.    5,969,390.      MT  (+/- 180 meters Scaled)
 PL0146
 PL0146                          SUPERSEDED SURVEY CONTROL
 PL0146
 PL0146  NGVD 29 (??/??/92)  374.399  (m)         1228.34   (f) ADJ UNCH    1 2
 PL0146
 PL0146.Superseded values are not recommended for survey control.
 PL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0146.See file dsdata.txt to determine how the superseded data were derived.
 PL0146
 PL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ776640(NAD 83)
 PL0146_MARKER: DB = BENCH MARK DISK
 PL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0146_STAMPING: ELEV 1228.341 FT D 13 1916
 PL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0146+STABILITY: SURFACE MOTION
 PL0146
 PL0146  HISTORY     - Date     Condition        Report By
 PL0146  HISTORY     - 1916     MONUMENTED       CGS
 PL0146  HISTORY     - 1949     GOOD             NGS
 PL0146  HISTORY     - 19830920 POOR             USGS
 PL0146
 PL0146                          STATION DESCRIPTION
 PL0146
 PL0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0146'2 MI N FROM FREDERIC.
 PL0146'2.0 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM FREDERIC,
 PL0146'CRAWFORD COUNTY, AT MILEPOST 79, AND 42.1 FEET EAST OF THE EAST
 PL0146'RAIL.  A STANDARD DISK, STAMPED ELEV. 1228.341 FT. D 13 1916
 PL0146'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 PL0146'GROUND.
 PL0146
 PL0146                          STATION RECOVERY (1983)
 PL0146
 PL0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (AER)
 PL0146'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0851 ***********************************************************************
 RL0851  DESIGNATION -  D 130
 RL0851  PID         -  RL0851
 RL0851  STATE/COUNTY-  MI/ONTONAGON
 RL0851  USGS QUAD   -  
 RL0851
 RL0851                         *CURRENT SURVEY CONTROL
 RL0851  ___________________________________________________________________
 RL0851* NAD 83(1986)-  46 48 30.     (N)    089 20 58.     (W)     SCALED    
 RL0851* NAVD 88     -       232.180  (meters)     761.74   (feet)  ADJUSTED  
 RL0851  ___________________________________________________________________
 RL0851  GEOID HEIGHT-         -31.27  (meters)                     GEOID03
 RL0851  DYNAMIC HT  -         232.214 (meters)     761.86  (feet)  COMP
 RL0851  MODELED GRAV-     980,754.0   (mgal)                       NAVD 88
 RL0851
 RL0851  VERT ORDER  -  SECOND    CLASS 0
 RL0851
 RL0851.The horizontal coordinates were scaled from a topographic map and have
 RL0851.an estimated accuracy of +/- 6 seconds.
 RL0851
 RL0851.The orthometric height was determined by differential leveling
 RL0851.and adjusted by the National Geodetic Survey in June 1991..
 RL0851
 RL0851.The geoid height was determined by GEOID03.
 RL0851
 RL0851.The dynamic height is computed by dividing the NAVD 88
 RL0851.geopotential number by the normal gravity value computed on the
 RL0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0851.degrees latitude (g = 980.6199 gals.).
 RL0851
 RL0851.The modeled gravity was interpolated from observed gravity values.
 RL0851
 RL0851;                    North         East    Units  Estimated Accuracy
 RL0851;SPC MI N     -   227,730.    7,820,710.      MT  (+/- 180 meters Scaled)
 RL0851
 RL0851                          SUPERSEDED SURVEY CONTROL
 RL0851
 RL0851  NGVD 29 (??/??/92)  232.207  (m)          761.83   (f) ADJ UNCH    2 0
 RL0851
 RL0851.Superseded values are not recommended for survey control.
 RL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0851.See file dsdata.txt to determine how the superseded data were derived.
 RL0851
 RL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS207865(NAD 83)
 RL0851_MARKER: DB = BENCH MARK DISK
 RL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0851_STAMPING: D 130 1948
 RL0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0851+STABILITY: SURFACE MOTION
 RL0851
 RL0851  HISTORY     - Date     Condition        Report By
 RL0851  HISTORY     - 1948     MONUMENTED       CGS
 RL0851  HISTORY     - 1984     MARK NOT FOUND   NGS
 RL0851  HISTORY     - 19960626 GOOD             USPSQD
 RL0851  HISTORY     - 20010615 GOOD             USPSQD
 RL0851  HISTORY     - 20040811 POOR             USPSQD
 RL0851
 RL0851                          STATION DESCRIPTION
 RL0851
 RL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0851'5.2 MI SW FROM ONTONAGON.
 RL0851'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0851'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 3.8 MILES SOUTHWEST
 RL0851'ALONG THE MATCHWOOD ROAD, AT THE INTERSECTION OF AN EAST-WEST
 RL0851'CROSSROAD, 43 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 RL0851'ROAD, 45 FEET NORTH OF THE CENTER LINE OF THE CROSSROAD, 35 FEET
 RL0851'NORTHEAST OF A POWER POLE, 71 FEET SOUTH-SOUTHWEST OF THE WEST
 RL0851'END OF A 14-INCH PIPE CULVERT, ABOUT LEVEL WITH THE ROAD AND
 RL0851'SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 RL0851
 RL0851                          STATION RECOVERY (1984)
 RL0851
 RL0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0851'MARK NOT FOUND.
 RL0851
 RL0851                          STATION RECOVERY (1996)
 RL0851
 RL0851'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0851'RECOVERED IN GOOD CONDITION.
 RL0851
 RL0851                          STATION RECOVERY (2001)
 RL0851
 RL0851'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0851'RECOVERED IN GOOD CONDITION.
 RL0851
 RL0851                          STATION RECOVERY (2004)
 RL0851
 RL0851'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0851'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1244 ***********************************************************************
 RL1244  DESIGNATION -  D 132
 RL1244  PID         -  RL1244
 RL1244  STATE/COUNTY-  MI/GOGEBIC
 RL1244  USGS QUAD   -  WAKEFIELD (1975)
 RL1244
 RL1244                         *CURRENT SURVEY CONTROL
 RL1244  ___________________________________________________________________
 RL1244* NAD 83(1986)-  46 29 17.     (N)    089 55 51.     (W)     SCALED    
 RL1244* NAVD 88     -       447.969  (meters)    1469.71   (feet)  ADJUSTED  
 RL1244  ___________________________________________________________________
 RL1244  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RL1244  DYNAMIC HT  -         447.987 (meters)    1469.77  (feet)  COMP
 RL1244  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RL1244
 RL1244  VERT ORDER  -  SECOND    CLASS 0
 RL1244
 RL1244.The horizontal coordinates were scaled from a topographic map and have
 RL1244.an estimated accuracy of +/- 6 seconds.
 RL1244
 RL1244.The orthometric height was determined by differential leveling
 RL1244.and adjusted by the National Geodetic Survey in June 1991..
 RL1244
 RL1244.The geoid height was determined by GEOID03.
 RL1244
 RL1244.The dynamic height is computed by dividing the NAVD 88
 RL1244.geopotential number by the normal gravity value computed on the
 RL1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1244.degrees latitude (g = 980.6199 gals.).
 RL1244
 RL1244.The modeled gravity was interpolated from observed gravity values.
 RL1244
 RL1244;                    North         East    Units  Estimated Accuracy
 RL1244;SPC MI N     -   193,630.    7,775,040.      MT  (+/- 180 meters Scaled)
 RL1244
 RL1244                          SUPERSEDED SURVEY CONTROL
 RL1244
 RL1244  NGVD 29 (??/??/92)  447.976  (m)         1469.73   (f) ADJ UNCH    2 0
 RL1244
 RL1244.Superseded values are not recommended for survey control.
 RL1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1244.See file dsdata.txt to determine how the superseded data were derived.
 RL1244
 RL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS750524(NAD 83)
 RL1244_MARKER: DB = BENCH MARK DISK
 RL1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1244_SP_SET: BRIDGE
 RL1244_STAMPING: D 132 1948
 RL1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1244
 RL1244  HISTORY     - Date     Condition        Report By
 RL1244  HISTORY     - 1948     MONUMENTED       CGS
 RL1244  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1244  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1244  HISTORY     - 19950612 GOOD             USPSQD
 RL1244  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RL1244  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1244
 RL1244                          STATION DESCRIPTION
 RL1244
 RL1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1244'1.3 MI E FROM WAKEFIELD.
 RL1244'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 28 FROM STATE POLICE
 RL1244'HEADQUARTES AT WAKEFIELD, 164 FEET EAST OF THE CENTER OF THE
 RL1244'JUNCTION OF A ROAD NORTH TO THOMASTON, 14 FEET SOUTH OF THE
 RL1244'CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE SOUTHEAST
 RL1244'WING WALL OF A 20-FOOT CONCRETE BRIDGE OVER A CREEK.
 RL1244
 RL1244                          STATION RECOVERY (1985)
 RL1244
 RL1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1244'THERE IS A NEW CULVERT AT THIS LOCATION.
 RL1244
 RL1244                          STATION RECOVERY (1987)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1244'MARK NOT FOUND.
 RL1244
 RL1244                          STATION RECOVERY (1995)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1244'RECOVERED IN GOOD CONDITION.
 RL1244
 RL1244                          STATION RECOVERY (2003)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1244'MARK NOT FOUND.
 RL1244
 RL1244                          STATION RECOVERY (2004)
 RL1244
 RL1244'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0044 ***********************************************************************
 RM0044  DESIGNATION -  D 133
 RM0044  PID         -  RM0044
 RM0044  STATE/COUNTY-  MI/GOGEBIC
 RM0044  USGS QUAD   -  PINE LAKE (1973)
 RM0044
 RM0044                         *CURRENT SURVEY CONTROL
 RM0044  ___________________________________________________________________
 RM0044* NAD 83(1986)-  46 33 50.     (N)    090 09 36.     (W)     SCALED    
 RM0044* NAVD 88     -       361.631  (meters)    1186.45   (feet)  ADJUSTED  
 RM0044  ___________________________________________________________________
 RM0044  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 RM0044  DYNAMIC HT  -         361.667 (meters)    1186.57  (feet)  COMP
 RM0044  MODELED GRAV-     980,701.8   (mgal)                       NAVD 88
 RM0044
 RM0044  VERT ORDER  -  SECOND    CLASS 0
 RM0044
 RM0044.The horizontal coordinates were scaled from a topographic map and have
 RM0044.an estimated accuracy of +/- 6 seconds.
 RM0044
 RM0044.The orthometric height was determined by differential leveling
 RM0044.and adjusted by the National Geodetic Survey in June 1991..
 RM0044
 RM0044.The geoid height was determined by GEOID03.
 RM0044
 RM0044.The dynamic height is computed by dividing the NAVD 88
 RM0044.geopotential number by the normal gravity value computed on the
 RM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0044.degrees latitude (g = 980.6199 gals.).
 RM0044
 RM0044.The modeled gravity was interpolated from observed gravity values.
 RM0044
 RM0044;                    North         East    Units  Estimated Accuracy
 RM0044;SPC MI N     -   202,730.    7,757,800.      MT  (+/- 180 meters Scaled)
 RM0044
 RM0044                          SUPERSEDED SURVEY CONTROL
 RM0044
 RM0044  NGVD 29 (??/??/92)  361.659  (m)         1186.54   (f) ADJ UNCH    2 0
 RM0044
 RM0044.Superseded values are not recommended for survey control.
 RM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0044.See file dsdata.txt to determine how the superseded data were derived.
 RM0044
 RM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM176606(NAD 83)
 RM0044_MARKER: DB = BENCH MARK DISK
 RM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0044_STAMPING: D 133 1948
 RM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0044+STABILITY: SURFACE MOTION
 RM0044
 RM0044  HISTORY     - Date     Condition        Report By
 RM0044  HISTORY     - 1948     MONUMENTED       CGS
 RM0044  HISTORY     - 1987     GOOD             USPSQD
 RM0044  HISTORY     - 19960625 GOOD             USPSQD
 RM0044  HISTORY     - 20020613 GOOD             USPSQD
 RM0044
 RM0044                          STATION DESCRIPTION
 RM0044
 RM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0044'4 MI N FROM NORTH IRONWOOD.
 RM0044'ABOUT 3.95 MILES NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0044'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0044'IRONWOOD, ABOUT 1.05 MILES SOUTHEAST OF THE CONCRETE BRIDGE OVER
 RM0044'MUD CREEK, ABOUT 0.75 MILE NORTHWEST OF AN EAST-WEST CROSS ROAD, 0.25
 RM0044'MILE WEST OF A CURVE IN THE ROAD WITH TANGENTS WEST AND SOUTH AND
 RM0044'THE JUNCTION OF A ROAD NORTH, 506 FEET EAST OF THE CENTER LINE OF
 RM0044'A DRIVE TO LARGE BARN AND WHITE HOUSE, 70 FEET EAST OF A POWER
 RM0044'POLE AND IN LINE WITH THE ROW OF POLES, 33 FEET SOUTH OF THE
 RM0044'CENTER LINE OF THE ROAD, 14 FEET EAST OF A FENCE CORNER, 1 1/2
 RM0044'FEET NORTH OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN
 RM0044'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RM0044
 RM0044                          STATION RECOVERY (1987)
 RM0044
 RM0044'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0044'RECOVERED IN GOOD CONDITION.
 RM0044
 RM0044                          STATION RECOVERY (1996)
 RM0044
 RM0044'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0044'RECOVERED IN GOOD CONDITION.
 RM0044
 RM0044                          STATION RECOVERY (2002)
 RM0044
 RM0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1320 ***********************************************************************
 RL1320  DESIGNATION -  D 134
 RL1320  PID         -  RL1320
 RL1320  STATE/COUNTY-  MI/ONTONAGON
 RL1320  USGS QUAD   -  STATELINE LAKE (1982)
 RL1320
 RL1320                         *CURRENT SURVEY CONTROL
 RL1320  ___________________________________________________________________
 RL1320* NAD 83(1986)-  46 37 06.     (N)    089 42 06.     (W)     SCALED    
 RL1320* NAVD 88     -       430.042  (meters)    1410.90   (feet)  ADJUSTED  
 RL1320  ___________________________________________________________________
 RL1320  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RL1320  DYNAMIC HT  -         430.079 (meters)    1411.02  (feet)  COMP
 RL1320  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 RL1320
 RL1320  VERT ORDER  -  SECOND    CLASS 0
 RL1320
 RL1320.The horizontal coordinates were scaled from a topographic map and have
 RL1320.an estimated accuracy of +/- 6 seconds.
 RL1320
 RL1320.The orthometric height was determined by differential leveling
 RL1320.and adjusted by the National Geodetic Survey in June 1991..
 RL1320
 RL1320.The geoid height was determined by GEOID03.
 RL1320
 RL1320.The dynamic height is computed by dividing the NAVD 88
 RL1320.geopotential number by the normal gravity value computed on the
 RL1320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1320.degrees latitude (g = 980.6199 gals.).
 RL1320
 RL1320.The modeled gravity was interpolated from observed gravity values.
 RL1320
 RL1320;                    North         East    Units  Estimated Accuracy
 RL1320;SPC MI N     -   207,480.    7,793,120.      MT  (+/- 180 meters Scaled)
 RL1320
 RL1320                          SUPERSEDED SURVEY CONTROL
 RL1320
 RL1320  NGVD 29 (??/??/92)  430.056  (m)         1410.94   (f) ADJ UNCH    2 0
 RL1320
 RL1320.Superseded values are not recommended for survey control.
 RL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1320.See file dsdata.txt to determine how the superseded data were derived.
 RL1320
 RL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS931662(NAD 83)
 RL1320_MARKER: DB = BENCH MARK DISK
 RL1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1320_STAMPING: D 134 1948
 RL1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1320+STABILITY: SURFACE MOTION
 RL1320
 RL1320  HISTORY     - Date     Condition        Report By
 RL1320  HISTORY     - 1948     MONUMENTED       CGS
 RL1320  HISTORY     - 1985     GOOD             NGS
 RL1320  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1320  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1320
 RL1320                          STATION DESCRIPTION
 RL1320
 RL1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1320'6.2 MI NW FROM MERRIWEATHER.
 RL1320'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1320'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 4.65 MILES NORTH
 RL1320'ALONG A LOGGING ROAD, 0.2 MILES SOUTH OF A BRIDGE OVER A SMALL CREEK,
 RL1320'1.25 MILES NORTHWEST OF A LOGGING CAMP, AT A SMALL CLEARING, 240
 RL1320'FEET SOUTH OF THE CENTER LINE OF A FIRE TRAIL EAST, 27 FEET
 RL1320'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTHEAST
 RL1320'OF A TRIANGULAR BLAZED 12-INCH MAPLE TREE, 2 FEET SOUTH OF A WHITE
 RL1320'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD AND
 RL1320'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL1320
 RL1320                          STATION RECOVERY (1985)
 RL1320
 RL1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1320'RECOVERED IN GOOD CONDITION.
 RL1320
 RL1320                          STATION RECOVERY (1988)
 RL1320
 RL1320'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1320'MARK NOT FOUND.
 RL1320
 RL1320                          STATION RECOVERY (2001)
 RL1320
 RL1320'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0728 ***********************************************************************
 RL0728  CBN         -  This is a Cooperative Base Network Control Station.
 RL0728  TIDAL BM    -  This is a Tidal Bench Mark.
 RL0728  DESIGNATION -  D 135
 RL0728  PID         -  RL0728
 RL0728  STATE/COUNTY-  MI/ONTONAGON
 RL0728  USGS QUAD   -  
 RL0728
 RL0728                         *CURRENT SURVEY CONTROL
 RL0728  ___________________________________________________________________
 RL0728* NAD 83(1994)-  46 52 20.23241(N)    089 19 19.44680(W)     ADJUSTED  
 RL0728* NAVD 88     -       186.877  (meters)     613.11   (feet)  ADJUSTED  
 RL0728  ___________________________________________________________________
 RL0728  X           -      51,683.537 (meters)                     COMP
 RL0728  Y           -  -4,367,861.018 (meters)                     COMP
 RL0728  Z           -   4,632,183.753 (meters)                     COMP
 RL0728  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 RL0728  ELLIP HEIGHT-         155.41  (meters)          (07/12/02) GPS OBS
 RL0728  GEOID HEIGHT-         -31.39  (meters)                     GEOID03
 RL0728  DYNAMIC HT  -         186.907 (meters)     613.21  (feet)  COMP
 RL0728  MODELED GRAV-     980,770.6   (mgal)                       NAVD 88
 RL0728
 RL0728  HORZ ORDER  -  B
 RL0728  VERT ORDER  -  FIRST     CLASS II
 RL0728  ELLP ORDER  -  FOURTH    CLASS II
 RL0728
 RL0728.The horizontal coordinates were established by GPS observations
 RL0728.and adjusted by the National Geodetic Survey in September 1995..
 RL0728
 RL0728.The orthometric height was determined by differential leveling
 RL0728.and adjusted by the National Geodetic Survey in June 1991..
 RL0728
 RL0728.This Tidal Bench Mark is designated as VM 13376
 RL0728.by the Center for Operational Oceanographic Products and Services.
 RL0728
 RL0728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0728
 RL0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0728
 RL0728.The ellipsoidal height was determined by GPS observations
 RL0728.and is referenced to NAD 83.
 RL0728
 RL0728.The geoid height was determined by GEOID03.
 RL0728
 RL0728.The dynamic height is computed by dividing the NAVD 88
 RL0728.geopotential number by the normal gravity value computed on the
 RL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0728.degrees latitude (g = 980.6199 gals.).
 RL0728
 RL0728.The modeled gravity was interpolated from observed gravity values.
 RL0728
 RL0728;                    North         East     Units Scale Factor Converg.
 RL0728;SPC MI N     -   234,772.943 7,823,005.593   MT  0.99995533   -1 40 42.1
 RL0728;SPC MI N     -   770,252.44 25,666,028.85   iFT  0.99995533   -1 40 42.1
 RL0728;UTM  16      - 5,193,589.666   323,046.286   MT  0.99998487   -1 41 42.6
 RL0728
 RL0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0728!SPC MI N     -   0.99997564  x   0.99995533  =   0.99993097
 RL0728!UTM  16      -   0.99997564  x   0.99998487  =   0.99996051
 RL0728
 RL0728                          SUPERSEDED SURVEY CONTROL
 RL0728
 RL0728  ELLIP H (09/20/95)  155.43   (m)                       GP(       ) 1 2
 RL0728  NAVD 88 (09/20/95)  186.88   (m)          613.1    (f) LEVELING    3  
 RL0728  NGVD 29 (??/??/92)  186.910  (m)          613.22   (f) ADJ UNCH    1 2
 RL0728
 RL0728.Superseded values are not recommended for survey control.
 RL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0728.See file dsdata.txt to determine how the superseded data were derived.
 RL0728
 RL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2304693590(NAD 83)
 RL0728_MARKER: DB = BENCH MARK DISK
 RL0728_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RL0728_SP_SET: BRIDGE WINGWALL
 RL0728_STAMPING: D 135 1948
 RL0728_MARK LOGO: CGS   
 RL0728_PROJECTION: FLUSH
 RL0728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0728+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1999
 RL0728
 RL0728  HISTORY     - Date     Condition        Report By
 RL0728  HISTORY     - 1948     MONUMENTED       CGS
 RL0728  HISTORY     - 1953     GOOD             NGS
 RL0728  HISTORY     - 1987     GOOD             USPSQD
 RL0728  HISTORY     - 19920803 GOOD             MIDT
 RL0728  HISTORY     - 19940913 GOOD             NOS
 RL0728  HISTORY     - 19941013 GOOD             NGS
 RL0728  HISTORY     - 19950614 GOOD             USPSQD
 RL0728  HISTORY     - 19950831 GOOD             NOS
 RL0728  HISTORY     - 19990301 GOOD             MIDT
 RL0728
 RL0728                          STATION DESCRIPTION
 RL0728
 RL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0728'IN ONTONAGON.
 RL0728'IN ONTONAGON, ALONG STATE HIGHWAY 64, IN THE TOP OF THE NORTH
 RL0728'END OF THE SOUTHWEST WINGWALL OF THE HIGHWAY BRIDGE OVER
 RL0728'ONTONAGON RIVER, 23 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0728'ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RL0728
 RL0728                          STATION RECOVERY (1953)
 RL0728
 RL0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 RL0728'RECOVERED IN GOOD CONDITION.
 RL0728
 RL0728                          STATION RECOVERY (1987)
 RL0728
 RL0728'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0728'RECOVERED IN GOOD CONDITION.
 RL0728
 RL0728                          STATION RECOVERY (1992)
 RL0728
 RL0728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 RL0728'STATION IS LOCATED IN ONTONAGON, ALONG STATE HIGHWAY M-64, IN THE
 RL0728'NORTH END OF THE SOUTHWEST WINGWALL OF HISTORIC HIGHWAY SWING BRIDGE
 RL0728'OVER ONTONAGON RIVER.  NORTHWEST OF THE MARINA, AND ON THE SOUTHWEST
 RL0728'SIDE OF THE RIVER.  IN SECTION 25, T-52-N, R-40-W AND ON THE USGS QUAD
 RL0728'MAP, ONTONAGON SOUTH. TO REACH FROM THE POST OFFICE IN ONTONAGON GO
 RL0728'EAST ONE BLOCK TO US HIGHWAY 45.  TURN LEFT AND GO NORTHWEST ABOUT 0.4
 RL0728'MI (0.6 KM) TO JUNCTION OF STATE HIGHWAY M-64.  TURN LEFT CROSSING
 RL0728'RIVER TO THE MARK ON THE RIGHT. STATION IS CEMENTED IN A DRILL HOLE IN
 RL0728'THE NORTH END OF SOUTHWEST WINGWALL OF BRIDGE, 23.0 FT (7.0 M) WEST OF
 RL0728'THE CENTERLINE OF HIGHWAY M-64 AND ABOUT 3.0 FT (0.9 M) BELOW THE
 RL0728'LEVEL OF THE HIGHWAY. NOTE-- LOCATION OF DISK WILL MAKE TRIPOD SETUP
 RL0728'DIFFICULT FOR USING BENCH MARK FOR GPS.
 RL0728
 RL0728                          STATION RECOVERY (1994)
 RL0728
 RL0728'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 RL0728'RECOVERED AS DESCRIBED.
 RL0728
 RL0728                          STATION RECOVERY (1994)
 RL0728
 RL0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RL0728'NOTE--NOT SUITABLE FOR TRIPOD SETUP.  BRIDGE TO BE REMOVED IN 5 YEARS.
 RL0728'STATION IS LOCATED IN QUAD 460891, IN ONTONAGON, ALONG STATE HIGHWAY
 RL0728'64, ON THE RIGHT-OF-WAY, IN THE TOP OF THE NORTH END OF THE SOUTHWEST
 RL0728'WINGWALL OF THE HIGHWAY BRIDGE OVER THE ONTONAGON RIVER, AND IN THE
 RL0728'SOUTHEAST 1/4 OF SECTION 25, T 52 N, R 40 W, ONTONAGON TOWNSHIP.
 RL0728'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 RL0728'JUNCTION OF STATE HIGHWAYS 64 AND 45 ON THE WEST SIDE OF ONTONAGON, GO
 RL0728'SOUTH ON HIGHWAY 64 FOR 0.2 KM (0.10 MI) TO THE FAR END OF THE HIGHWAY
 RL0728'BRIDGE AND THE STATION ON THE RIGHT.  STATION IS 11.8 M (38.7 FT) EAST
 RL0728'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 7.0 M (23.0 FT)
 RL0728'SOUTHWEST OF CENTERLINE OF HIGHWAY 64, 5.1 M (16.7 FT) NORTH OF THE
 RL0728'SOUTH END OF WINGWALL OF BRIDGE, AND 0.5 M (1.6 FT) BELOW LEVEL OF THE
 RL0728'HIGHWAY.
 RL0728
 RL0728                          STATION RECOVERY (1995)
 RL0728
 RL0728'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0728'RECOVERED IN GOOD CONDITION.
 RL0728
 RL0728                          STATION RECOVERY (1995)
 RL0728
 RL0728'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RL0728'IN ONTONAGON, ALONG STATE HIGHWAY 64, IN THE TOP OF THE NORTH END OF
 RL0728'THE SOUTHWEST WINGWALL OF THE HIGHWAY BRIDGE OVER ONTONAGON RIVER, 23
 RL0728'FEET (7.0 M) WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET (0.9
 RL0728'M) BELOW THE LEVEL OF THE HIGHWAY.
 RL0728
 RL0728                          STATION RECOVERY (1999)
 RL0728
 RL0728'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1343 ***********************************************************************
 RL1343  DESIGNATION -  D 136
 RL1343  PID         -  RL1343
 RL1343  STATE/COUNTY-  MI/ONTONAGON
 RL1343  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1343
 RL1343                         *CURRENT SURVEY CONTROL
 RL1343  ___________________________________________________________________
 RL1343* NAD 83(1986)-  46 45 09.     (N)    089 38 15.     (W)     SCALED    
 RL1343* NAVD 88     -       306.147  (meters)    1004.42   (feet)  ADJUSTED  
 RL1343  ___________________________________________________________________
 RL1343  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1343  DYNAMIC HT  -         306.184 (meters)    1004.54  (feet)  COMP
 RL1343  MODELED GRAV-     980,724.0   (mgal)                       NAVD 88
 RL1343
 RL1343  VERT ORDER  -  SECOND    CLASS 0
 RL1343
 RL1343.The horizontal coordinates were scaled from a topographic map and have
 RL1343.an estimated accuracy of +/- 6 seconds.
 RL1343
 RL1343.The orthometric height was determined by differential leveling
 RL1343.and adjusted by the National Geodetic Survey in June 1991..
 RL1343
 RL1343.The geoid height was determined by GEOID03.
 RL1343
 RL1343.The dynamic height is computed by dividing the NAVD 88
 RL1343.geopotential number by the normal gravity value computed on the
 RL1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1343.degrees latitude (g = 980.6199 gals.).
 RL1343
 RL1343.The modeled gravity was interpolated from observed gravity values.
 RL1343
 RL1343;                    North         East    Units  Estimated Accuracy
 RL1343;SPC MI N     -   222,220.    7,798,530.      MT  (+/- 180 meters Scaled)
 RL1343
 RL1343                          SUPERSEDED SURVEY CONTROL
 RL1343
 RL1343  NGVD 29 (??/??/92)  306.170  (m)         1004.49   (f) ADJ UNCH    2 0
 RL1343
 RL1343.Superseded values are not recommended for survey control.
 RL1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1343.See file dsdata.txt to determine how the superseded data were derived.
 RL1343
 RL1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS985810(NAD 83)
 RL1343_MARKER: DB = BENCH MARK DISK
 RL1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1343_STAMPING: D 136 1948
 RL1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1343+STABILITY: SURFACE MOTION
 RL1343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1343+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2004
 RL1343
 RL1343  HISTORY     - Date     Condition        Report By
 RL1343  HISTORY     - 1948     MONUMENTED       CGS
 RL1343  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1343  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1343  HISTORY     - 20041104 GOOD             GEOCAC
 RL1343
 RL1343                          STATION DESCRIPTION
 RL1343
 RL1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1343'8.1 MI SW FROM SILVER CITY.
 RL1343'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1343'STATE HIGHWAY 64 IN SILVER CITY, THENCE 4.5 MILES SOUTH ALONG THE
 RL1343'NONESUCH MINE ROAD, THENCE 1.0 MILE WEST ALONG AN OLD ROAD LEADING
 RL1343'TO WHITE PINE EXTENSION MINE, 1.0 MILE WEST OF THE ROAD INTERSECTION
 RL1343'AT NONESUCH MINE, 0.15 MILE WEST OF AN ABANDONED SAWMILL, AT THE
 RL1343'JUNCTION OF A DIM SIDE ROAD LEADING NORTHWEST, NEAR THE NORTHEAST
 RL1343'END OF A CURVE WITH TANGENTS NORTHWEST AND NORTHEAST, 38 FEET
 RL1343'NORTHWEST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF THE
 RL1343'CENTER LINE OF THE SIDE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS
 RL1343'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RL1343'CONCRETE POST PROJECTING 6 INCHES.
 RL1343
 RL1343                          STATION RECOVERY (1988)
 RL1343
 RL1343'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1343'MARK NOT FOUND.
 RL1343
 RL1343                          STATION RECOVERY (2004)
 RL1343
 RL1343'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1343'MARK NOT FOUND.
 RL1343
 RL1343                          STATION RECOVERY (2004)
 RL1343
 RL1343'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1343'2.6 MILES WEST ALONG HWY 117 FROM THE JUNCTION WITH HWY M-64 IN SILVER
 RL1343'CITY, THENCE 5.15 MILES SOUTH ALONG SOUTH BOUNDARY ROAD (BUILT CIRCA
 RL1343'1960.) TO THE MARK ON THE LEFT. 1.0 MILE WEST OF A CLOSED GRAVEL ROAD
 RL1343'SOUTH TO THE OLD NONESUCH MINE HISTORIC AREA AND ABOUT 0.2 MILES EAST
 RL1343'OF A ROAD SOUTH TO NO. 36549 NONESUCH LODGE.
 RL1343' 
 RL1343'IT IS 131 FEET EAST AND 151 FEET SOUTH FROM CENTERLINE OF THE ROAD AT
 RL1343'A CULVERT OR 75 FEET EAST AND 151 FEET SOUTH OF THE JUNCTION OF A VERY
 RL1343'DIM TRAIL NORTH.  MARK IS BELOW LEVEL WITH THE HIGHWAY, PROJECTING
 RL1343'4-INCHES ABOVE GROUND AND 1 FOOT NORTH OF A METAL WITNESS POST WITH
 RL1343'SIGN ATTACHED.  NOTE-MARK IS IN THE PORCUPINE MOUNTAINS WILDERNESS
 RL1343'STATE PARK.
 RL1343' 
 RL1343' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0875 ***********************************************************************
 RL0875  DESIGNATION -  D 137
 RL0875  PID         -  RL0875
 RL0875  STATE/COUNTY-  MI/ONTONAGON
 RL0875  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0875
 RL0875                         *CURRENT SURVEY CONTROL
 RL0875  ___________________________________________________________________
 RL0875* NAD 83(1986)-  46 41 04.     (N)    089 22 40.     (W)     SCALED    
 RL0875* NAVD 88     -       386.733  (meters)    1268.81   (feet)  ADJUSTED  
 RL0875  ___________________________________________________________________
 RL0875  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 RL0875  DYNAMIC HT  -         386.770 (meters)    1268.93  (feet)  COMP
 RL0875  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 RL0875
 RL0875  VERT ORDER  -  SECOND    CLASS 0
 RL0875
 RL0875.The horizontal coordinates were scaled from a topographic map and have
 RL0875.an estimated accuracy of +/- 6 seconds.
 RL0875
 RL0875.The orthometric height was determined by differential leveling
 RL0875.and adjusted by the National Geodetic Survey in June 1991..
 RL0875
 RL0875.The geoid height was determined by GEOID03.
 RL0875
 RL0875.The dynamic height is computed by dividing the NAVD 88
 RL0875.geopotential number by the normal gravity value computed on the
 RL0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0875.degrees latitude (g = 980.6199 gals.).
 RL0875
 RL0875.The modeled gravity was interpolated from observed gravity values.
 RL0875
 RL0875;                    North         East    Units  Estimated Accuracy
 RL0875;SPC MI N     -   214,030.    7,818,130.      MT  (+/- 180 meters Scaled)
 RL0875
 RL0875                          SUPERSEDED SURVEY CONTROL
 RL0875
 RL0875  NGVD 29 (??/??/92)  386.743  (m)         1268.84   (f) ADJ UNCH    2 0
 RL0875
 RL0875.Superseded values are not recommended for survey control.
 RL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0875.See file dsdata.txt to determine how the superseded data were derived.
 RL0875
 RL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS181728(NAD 83)
 RL0875_MARKER: DB = BENCH MARK DISK
 RL0875_SETTING: 66 = SET IN ROCK OUTCROP
 RL0875_SP_SET: ROCK OUTCROP
 RL0875_STAMPING: D 137 1948
 RL0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0875+STABILITY: POSITION/ELEVATION WELL
 RL0875
 RL0875  HISTORY     - Date     Condition        Report By
 RL0875  HISTORY     - 1948     MONUMENTED       CGS
 RL0875  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0875  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0875  HISTORY     - 20040510 MARK NOT FOUND   GEOCAC
 RL0875
 RL0875                          STATION DESCRIPTION
 RL0875
 RL0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0875'12.2 MI SW FROM ROCKLAND.
 RL0875'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0875'ROCKLAND, THENCE 12.05 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0875'0.55 MILE EAST OF THE JUNCTION OF THE ONTONAGON-MATCHWOOD ROAD,
 RL0875'0.75 MILE NORTHWEST OF THE JUNCTION OF A ROAD SOUTH TO NORWICH
 RL0875'LOOKOUT TOWER, AT THE SUMMIT OF A GRADE, AT THE JUNCTION OF A
 RL0875'VERY DIM ROAD SOUTH, 29 FEET SOUTHWEST OF THE CENTER LINE OF
 RL0875'THE ROAD, 6 FEET EAST OF THE CENTER LINE OF THE DIM ROAD SOUTH,
 RL0875'ABOUT 3 FEET ABOVE THE LEVEL OF THE MAIN ROAD, AND SET IN THE
 RL0875'EAST EDGE OF A LARGE FLAT ROCK OUTCROP.  THIS MARK MAY BE
 RL0875'REACHED FROM THE JUNCTION OF STATE HIGHWAY 28 AND THE ONTONAGON
 RL0875'ROAD IN MATCHWOOD BY GOING NORTH ON THE ONTONAGON ROAD 9.85 MILES,
 RL0875'THENCE 0.55 MILE EAST, OR IT MAY BE REACHED FROM THE POST OFFICE
 RL0875'IN ONTONAGON BY GOING 1.45 MILES WEST ALONG STATE HIGHWAY 64,
 RL0875'THENCE 12.5 MILES SOUTH ALONG THE MATCHWOOD ROAD, THENCE 0.55
 RL0875'MILE EAST TO THE SITE OF THE MARK.
 RL0875
 RL0875                          STATION RECOVERY (1977)
 RL0875
 RL0875'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0875'MARK NOT FOUND.
 RL0875
 RL0875                          STATION RECOVERY (2001)
 RL0875
 RL0875'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0875'MARK NOT FOUND.
 RL0875
 RL0875                          STATION RECOVERY (2004)
 RL0875
 RL0875'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0875'MARK IS BELIEVED TO BE BURIED FROM 1 TO 2 FEET.  FOUND WEST END OF THE
 RL0875'ROCK LEDGE VISIBLE BUT GRADING ON THE ROAD SOUTH AND EROSION HAS
 RL0875'COVERED MOST OF THE ROCK LEDGE.  NO RELIABLE REFERENCES REMAIN TO
 RL0875'PIN-POINT LOCATION. COULD INVOLVE A LOT OF WORK TO UNCOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0966 ***********************************************************************
 RL0966  DESIGNATION -  D 138
 RL0966  PID         -  RL0966
 RL0966  STATE/COUNTY-  MI/ONTONAGON
 RL0966  USGS QUAD   -  
 RL0966
 RL0966                         *CURRENT SURVEY CONTROL
 RL0966  ___________________________________________________________________
 RL0966* NAD 83(1986)-  46 29 54.     (N)    089 00 45.     (W)     SCALED    
 RL0966* NAVD 88     -       353.836  (meters)    1160.88   (feet)  ADJUSTED  
 RL0966  ___________________________________________________________________
 RL0966  GEOID HEIGHT-         -32.16  (meters)                     GEOID03
 RL0966  DYNAMIC HT  -         353.846 (meters)    1160.91  (feet)  COMP
 RL0966  MODELED GRAV-     980,631.6   (mgal)                       NAVD 88
 RL0966
 RL0966  VERT ORDER  -  SECOND    CLASS 0
 RL0966
 RL0966.The horizontal coordinates were scaled from a topographic map and have
 RL0966.an estimated accuracy of +/- 6 seconds.
 RL0966
 RL0966.The orthometric height was determined by differential leveling
 RL0966.and adjusted by the National Geodetic Survey in June 1991..
 RL0966
 RL0966.The geoid height was determined by GEOID03.
 RL0966
 RL0966.The dynamic height is computed by dividing the NAVD 88
 RL0966.geopotential number by the normal gravity value computed on the
 RL0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0966.degrees latitude (g = 980.6199 gals.).
 RL0966
 RL0966.The modeled gravity was interpolated from observed gravity values.
 RL0966
 RL0966;                    North         East    Units  Estimated Accuracy
 RL0966;SPC MI N     -   192,570.    7,845,540.      MT  (+/- 180 meters Scaled)
 RL0966
 RL0966                          SUPERSEDED SURVEY CONTROL
 RL0966
 RL0966  NGVD 29 (??/??/92)  353.856  (m)         1160.94   (f) ADJ UNCH    2 0
 RL0966
 RL0966.Superseded values are not recommended for survey control.
 RL0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0966.See file dsdata.txt to determine how the superseded data were derived.
 RL0966
 RL0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS455513(NAD 83)
 RL0966_MARKER: DB = BENCH MARK DISK
 RL0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0966_STAMPING: D 138 1948
 RL0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0966+STABILITY: SURFACE MOTION
 RL0966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0966+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2004
 RL0966
 RL0966  HISTORY     - Date     Condition        Report By
 RL0966  HISTORY     - 1948     MONUMENTED       CGS
 RL0966  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0966  HISTORY     - 20040713 GOOD             GEOCAC
 RL0966
 RL0966                          STATION DESCRIPTION
 RL0966
 RL0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0966'1.1 MI N FROM TROUT CREEK.
 RL0966'ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0966'OFFICE AT TROUT CREEK, ABOUT 0.45 MILE NORTH OF A CROSS ROAD,
 RL0966'AT THE JUNCTION OF A ROAD WEST, 168 FEET SOUTH OF THE CENTER
 RL0966'LINE OF A DRIVE TO A 1 1/2 STORY SHITE FARM HOUSE, 30 FEET
 RL0966'EAST OF THE CENTER LINE OF THE ROAD, IN LINE WITH THE PROLONGED
 RL0966'CENTER LINE OF THE ROAD WEST, 30 FEET EAST OF THE CENTER LINE
 RL0966'OF THE ROAD, 32 FEET SOUT-SOUTHWEST OF A POWER POLE WITH
 RL0966'TRANSFORMER, 2 FEET WEST OF A FENCE LINE, 2 FEET NORTH OF A
 RL0966'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 RL0966'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0966
 RL0966                          STATION RECOVERY (1985)
 RL0966
 RL0966'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0966'MARK NOT FOUND.
 RL0966
 RL0966                          STATION RECOVERY (2004)
 RL0966
 RL0966'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0966'NAD 83 -  46 29 54.8 (N) -  089 00 43.7 (W)  HANDHELD DGPS
 RL0966' 
 RL0966'TROUT CREEK, ABOUT 1.4 MILES NORTH OF HWY M-28, AT 1.5 MILE ROAD.  37
 RL0966'FT NORTH OF TELEPHONE JUNCTION BOX NO.1000, 31.5 FT S-SW OF POWER POLE
 RL0966'NO.7, 30 FT EAST OF ROAD C/L, 2 FT SOUTH OF BEING ON-LINE WITH THE
 RL0966'PAINTED C/L OF 1.5 MILE ROAD, 2 FT BELOW LEVEL WITH ROAD AND FLUSH
 RL0966'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0752 ***********************************************************************
 RL0752  DESIGNATION -  D 139
 RL0752  PID         -  RL0752
 RL0752  STATE/COUNTY-  MI/ONTONAGON
 RL0752  USGS QUAD   -  
 RL0752
 RL0752                         *CURRENT SURVEY CONTROL
 RL0752  ___________________________________________________________________
 RL0752* NAD 83(1986)-  46 51 57.     (N)    089 07 14.     (W)     SCALED    
 RL0752* NAVD 88     -       258.403  (meters)     847.78   (feet)  ADJUSTED  
 RL0752  ___________________________________________________________________
 RL0752  GEOID HEIGHT-         -31.81  (meters)                     GEOID03
 RL0752  DYNAMIC HT  -         258.439 (meters)     847.90  (feet)  COMP
 RL0752  MODELED GRAV-     980,746.0   (mgal)                       NAVD 88
 RL0752
 RL0752  VERT ORDER  -  SECOND    CLASS 0
 RL0752
 RL0752.The horizontal coordinates were scaled from a topographic map and have
 RL0752.an estimated accuracy of +/- 6 seconds.
 RL0752
 RL0752.The orthometric height was determined by differential leveling
 RL0752.and adjusted by the National Geodetic Survey in June 1991..
 RL0752
 RL0752.The geoid height was determined by GEOID03.
 RL0752
 RL0752.The dynamic height is computed by dividing the NAVD 88
 RL0752.geopotential number by the normal gravity value computed on the
 RL0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0752.degrees latitude (g = 980.6199 gals.).
 RL0752
 RL0752.The modeled gravity was interpolated from observed gravity values.
 RL0752
 RL0752;                    North         East    Units  Estimated Accuracy
 RL0752;SPC MI N     -   233,630.    7,838,340.      MT  (+/- 180 meters Scaled)
 RL0752
 RL0752                          SUPERSEDED SURVEY CONTROL
 RL0752
 RL0752  NGVD 29 (??/??/92)  258.427  (m)          847.86   (f) ADJ UNCH    2 0
 RL0752
 RL0752.Superseded values are not recommended for survey control.
 RL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0752.See file dsdata.txt to determine how the superseded data were derived.
 RL0752
 RL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS383924(NAD 83)
 RL0752_MARKER: DB = BENCH MARK DISK
 RL0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0752_STAMPING: D 139 1948
 RL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0752+STABILITY: SURFACE MOTION
 RL0752
 RL0752  HISTORY     - Date     Condition        Report By
 RL0752  HISTORY     - 1948     MONUMENTED       CGS
 RL0752  HISTORY     - 1987     GOOD             USPSQD
 RL0752  HISTORY     - 19960626 GOOD             USPSQD
 RL0752  HISTORY     - 20010615 GOOD             USPSQD
 RL0752  HISTORY     - 20040718 POOR             GEOCAC
 RL0752  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0752  HISTORY     - 20041219 POOR             GEOCAC
 RL0752
 RL0752                          STATION DESCRIPTION
 RL0752
 RL0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0752'9.2 MI E FROM ONTONAGON.
 RL0752'ABOUT 9.15 MILES EAST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 RL0752'AT ONTONAGON, ABOUT 0.75 MILE WEST OF A CROSS ROAD, AT A DRIVE
 RL0752'WAY SOUTH TO THE S.J. KIOSKI LOG HOUSE, 33 FEET SOUTH OF THE
 RL0752'CENTER LINE OF THE ROAD, 22 FEET EAST OF THE CENTER LINE OF THE
 RL0752'DRIVE TO LOG HOUSE, 104 FEET EAST OF A POWER POLE WITH BRANCH
 RL0752'LINE TO LOG HOUSE (FIRST POWER POLE EAST OF POLE WITH TRANSFORMER),
 RL0752'IN LINE WITH THE ROW OF POLES, 3 FEET SOUTHWEST OF A T FENCE
 RL0752'CORNER, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET EAST
 RL0752'OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD AND SET IN
 RL0752'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0752
 RL0752                          STATION RECOVERY (1987)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0752'RECOVERED IN GOOD CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (1996)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0752'RECOVERED IN GOOD CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (2001)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0752'RECOVERED IN GOOD CONDITION.
 RL0752
 RL0752                          STATION RECOVERY (2004)
 RL0752
 RL0752'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0752'MARK HAS BEEN HIT, TIPPED WEST.
 RL0752' 
 RL0752'IT IS LOCATED AT '11953 FIRESTEEL ROAD', 1 FT EAST OF METAL WITNESS
 RL0752'POST WITH SIGN ATTACHED.
 RL0752' 
 RL0752'DGPS POSITION
 RL0752'NORTH 46 51 58.5
 RL0752'WEST 089 09 51.8
 RL0752
 RL0752                          STATION RECOVERY (2004)
 RL0752
 RL0752'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0752'MARK NOT FOUND.
 RL0752
 RL0752                          STATION RECOVERY (2004)
 RL0752
 RL0752'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0752'NAD 83(1986)-  46 51 57.1 (N)    089 07 16.6  (W)  HANDHELD DGPS
 RL0752'NOTE - TYPO - DGPS CORRECTION TO 07-18-2004 REPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0217 ***********************************************************************
 PL0217  DESIGNATION -  D 14
 PL0217  PID         -  PL0217
 PL0217  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0217  USGS QUAD   -  WALTON (1985)
 PL0217
 PL0217                         *CURRENT SURVEY CONTROL
 PL0217  ___________________________________________________________________
 PL0217* NAD 83(1986)-  44 30 03.     (N)    085 25 04.     (W)     SCALED    
 PL0217* NAVD 88     -       293.079  (meters)     961.54   (feet)  ADJUSTED  
 PL0217  ___________________________________________________________________
 PL0217  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 PL0217  DYNAMIC HT  -         293.046 (meters)     961.44  (feet)  COMP
 PL0217  MODELED GRAV-     980,497.5   (mgal)                       NAVD 88
 PL0217
 PL0217  VERT ORDER  -  FIRST     CLASS II
 PL0217
 PL0217.The horizontal coordinates were scaled from a topographic map and have
 PL0217.an estimated accuracy of +/- 6 seconds.
 PL0217
 PL0217.The orthometric height was determined by differential leveling
 PL0217.and adjusted by the National Geodetic Survey in June 1991..
 PL0217
 PL0217.The geoid height was determined by GEOID03.
 PL0217
 PL0217.The dynamic height is computed by dividing the NAVD 88
 PL0217.geopotential number by the normal gravity value computed on the
 PL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0217.degrees latitude (g = 980.6199 gals.).
 PL0217
 PL0217.The modeled gravity was interpolated from observed gravity values.
 PL0217
 PL0217;                    North         East    Units  Estimated Accuracy
 PL0217;SPC MI C     -   132,130.    5,916,410.      MT  (+/- 180 meters Scaled)
 PL0217
 PL0217                          SUPERSEDED SURVEY CONTROL
 PL0217
 PL0217  NGVD 29 (??/??/92)  293.168  (m)          961.84   (f) ADJ UNCH    1 2
 PL0217
 PL0217.Superseded values are not recommended for survey control.
 PL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0217.See file dsdata.txt to determine how the superseded data were derived.
 PL0217
 PL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ257287(NAD 83)
 PL0217_MARKER: DB = BENCH MARK DISK
 PL0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0217_STAMPING: ELEV 961.835 FT D 14 1916
 PL0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0217+STABILITY: SURFACE MOTION
 PL0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0217+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 PL0217
 PL0217  HISTORY     - Date     Condition        Report By
 PL0217  HISTORY     - 1916     MONUMENTED       CGS
 PL0217  HISTORY     - 1934     GOOD             NGS
 PL0217  HISTORY     - 19991004 GOOD             USPSQD
 PL0217  HISTORY     - 20060410 GOOD             GEOCAC
 PL0217
 PL0217                          STATION DESCRIPTION
 PL0217
 PL0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0217'1.7 MI S FROM WALTON JUNCTION.
 PL0217'1.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0217'AT WALTON JUNCTION, GRAND TRAVERSE COUNTY, 220 YARDS NORTH OF
 PL0217'MILEPOST 351, 30.0 FEET WEST OF THE WEST RAIL, AND LEVEL WITH
 PL0217'THE TRACK.  A STANDARD DISK, STAMPED ELEV. 961.835 FT. D 14 1916
 PL0217'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 PL0217'GROUND.
 PL0217
 PL0217                          STATION RECOVERY (1999)
 PL0217
 PL0217'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0217'RECOVERED IN GOOD CONDITION.
 PL0217
 PL0217                          STATION RECOVERY (2006)
 PL0217
 PL0217'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0217'(ADD) 0.1 METERS (0.3 FEET) NORTH OF METAL WITNESS POST WITH SIGN.
 PL0217'HH2 GPS  44 30 02.2 (N)  085 25 04.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1168 ***********************************************************************
 NE1168  DESIGNATION -  D 14
 NE1168  PID         -  NE1168
 NE1168  STATE/COUNTY-  MI/MACOMB
 NE1168  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE1168
 NE1168                         *CURRENT SURVEY CONTROL
 NE1168  ___________________________________________________________________
 NE1168* NAD 83(1994)-  42 36 28.53733(N)    082 50 49.58841(W)     ADJUSTED  
 NE1168* NAVD 88     -       176.1    (meters)     578.     (feet)  GPS OBS   
 NE1168  ___________________________________________________________________
 NE1168  X           -     585,437.957 (meters)                     COMP
 NE1168  Y           -  -4,665,061.520 (meters)                     COMP
 NE1168  Z           -   4,295,641.985 (meters)                     COMP
 NE1168  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 NE1168  ELLIP HEIGHT-         141.35  (meters)          (07/12/02) GPS OBS
 NE1168  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE1168
 NE1168  HORZ ORDER  -  SECOND
 NE1168  ELLP ORDER  -  FOURTH    CLASS I
 NE1168
 NE1168.The horizontal coordinates were established by classical geodetic methods
 NE1168.and adjusted by the National Geodetic Survey in February 1997..
 NE1168
 NE1168.The orthometric height was determined by GPS observations and a
 NE1168.high-resolution geoid model.
 NE1168
 NE1168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1168
 NE1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1168
 NE1168.The ellipsoidal height was determined by GPS observations
 NE1168.and is referenced to NAD 83.
 NE1168
 NE1168.The geoid height was determined by GEOID03.
 NE1168
 NE1168;                    North         East     Units Scale Factor Converg.
 NE1168;SPC MI S     -   124,190.649 4,124,674.266   MT  0.99991851   +1 02 02.8
 NE1168;SPC MI S     -   407,449.64 13,532,395.89   iFT  0.99991851   +1 02 02.8
 NE1168;UTM  17      - 4,718,930.878   348,489.333   MT  0.99988243   -1 15 02.5
 NE1168
 NE1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1168!SPC MI S     -   0.99997783  x   0.99991851  =   0.99989634
 NE1168!UTM  17      -   0.99997783  x   0.99988243  =   0.99986027
 NE1168
 NE1168:                Primary Azimuth Mark                     Grid Az
 NE1168:SPC MI S     -  SELFRIDGE                                081 50 57.8
 NE1168:UTM  17      -  SELFRIDGE                                084 08 03.1
 NE1168
 NE1168|---------------------------------------------------------------------|
 NE1168| PID    Reference Object                     Distance      Geod. Az  |
 NE1168|                                                           dddmmss.s |
 NE1168| NE1170 SELFRIDGE                           APPROX. 1.9 KM 0825300.6 |
 NE1168| NE1169 SELFRIDGE AFB CONTROL TOWER         APPROX. 1.2 KM 0920411.4 |
 NE1168| NE1179 TVOR SELFRIDGE AFB SFV              APPROX. 0.9 KM 1290826.5 |
 NE1168| CH0931 D 14 RM 1                            14.132 METERS 19316     |
 NE1168| NE1180 TTR 14 1957                          15.175 METERS 25721     |
 NE1168| CH0932 D 14 RM 2                            22.980 METERS 30408     |
 NE1168|---------------------------------------------------------------------|
 NE1168
 NE1168                          SUPERSEDED SURVEY CONTROL
 NE1168
 NE1168  ELLIP H (02/03/97)  141.39   (m)                       GP(       ) 4 1
 NE1168  NAD 83(1986)-  42 36 28.54036(N)    082 50 49.62233(W) AD(       ) 2
 NE1168  NAD 27      -  42 36 28.41350(N)    082 50 49.91510(W) AD(       ) 2
 NE1168
 NE1168.Superseded values are not recommended for survey control.
 NE1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1168.See file dsdata.txt to determine how the superseded data were derived.
 NE1168
 NE1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4848918931(NAD 83)
 NE1168_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1168_STAMPING: D 14 1957
 NE1168_MARK LOGO: NGS   
 NE1168_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1168+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1993
 NE1168
 NE1168  HISTORY     - Date     Condition        Report By
 NE1168  HISTORY     - 1957     MONUMENTED       CGS
 NE1168  HISTORY     - 19930831 GOOD             MIDT
 NE1168  HISTORY     - 20060808 GOOD             SPALD
 NE1168
 NE1168                          STATION DESCRIPTION
 NE1168
 NE1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1168'THE STATION IS LOCATED NEAR THE WEST EDGE OF SELFRIDGE AIR FORCE
 NE1168'BASE, AT THE U.S.  ARMY NIKE
 NE1168'SITE D 14, ABOUT 1.5 MILES NORTHEAST OF MT. CLEMENS, ON U.S.
 NE1168'GOVERNMENT PROPERTY.  IT IS 10
 NE1168'FEET NORTHWEST OF A WHITE WITNESS POST, 8 FEET WEST OF A WOVEN
 NE1168'WIRE FENCE.  9 FEET SOUTHWEST OF A
 NE1168'WOVEN WIRE FENCE CORNER, AND 298 FEET EAST OF THE CENTERLINE
 NE1168'OF THE GATE ENTRANCE INTO THE NIKE SITE.  THE
 NE1168'MONUMENT PROJECTS 1 INCH AND THE DISK IS
 NE1168'STAMPED D 14 1957.
 NE1168'
 NE1168'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 NE1168'HIGHWAY 59 IN THE NORTH EDGE
 NE1168'OF MT. CLEMENS, GO EAST ON HIGHWAY 59 FOR 1.8 MILES TO A FORK.  TAKE
 NE1168'RIGHT FORK AND CONTINUE EAST AND
 NE1168'SOUTH ON PAVED ROAD FOR 0.2 MILE TO THE ENTRANCE
 NE1168'GATE INTO SELFRIDGE AIR FORCE BASE.  CONTINUE SOUTH
 NE1168'FOR 0.05 MILE TO PERIMETER ROAD
 NE1168'RIGHT.  TURN RIGHT AND GO WESTERLY ON PERIMETER ROAD FOR 0.85 MILE TO
 NE1168'WHERE THE ROAD TURNS SOUTH.  TURN
 NE1168'LEFT AND GO SOUTH AND SOUTHWEST 1.35 MILES TO GATE NO. P 16 AND A
 NE1168'GRAVELED ROAD LEFT.  TURN LEFT AND
 NE1168'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 NE1168'A PAVED ROAD.  TURN LEFT AND GO EAST ON PAVED ROAD
 NE1168'FOR 0.15 MILE TO A GRAVELED ROAD
 NE1168'RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD FOR ABOUT 150
 NE1168'FEET TO SOME BUILDINGS.  TURN RIGHT AND
 NE1168'GO WEST AND SOUTH AROUND THE BUILDING FOR 0.15 MILE TO THE
 NE1168'ENTRANCE GATE INTO THE NIKE SITE
 NE1168'AND THE STATION ON THE LEFT IN THE NORTHEAST CORNER
 NE1168'OF THE WOVEN WIRE FENCE.
 NE1168'
 NE1168'REFERENCE MARK 1 IS 1 FOOT WEST OF THE WOVEN WIRE FENCE, 39 FEET
 NE1168'SOUTH OF THE WHITE WITNESS
 NE1168'POST, 51 FEET SOUTH OF THE NORTHEAST WOVEN WIRE FENCE CORNER AND 44
 NE1168'FEET EAST OF THE SOUTHEAST CORNER
 NE1168'OF THE CONCRETE FOUNDATION.  THE MONUMENT IS FLUSH AND
 NE1168'THE DISK IS STAMPED D 14 NO 1 1957.
 NE1168'
 NE1168'REFERENCE MARK 2 IS 1 FOOT SOUTH OF A WOVEN WIRE FENCE, 82 FEET
 NE1168'NORTHWEST OF THE NORTHEAST
 NE1168'CORNER OF THE WOVEN WIRE FENCE AND 39 FEET NORTH OF THE NORTHWEST
 NE1168'CORNER OF THE CONCRETE FOUNDATION.
 NE1168'THE MONUMENT IS FLUSH AND THE DISK IS
 NE1168'STAMPED D 14 NO 2 1957.
 NE1168'
 NE1168'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NE1168
 NE1168                          STATION RECOVERY (1993)
 NE1168
 NE1168'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE1168'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS QUADRANGLE MAP.
 NE1168'IT IS IN PRIVATE CLAIM 693, T-2-N, R-14-E, HARRISON TOWNSHIP. STATION
 NE1168'IS NEAR THE WEST EDGE OF SELFRIDGE AIR NATIONAL GUARD BASE AT THE U.S.
 NE1168'ARMY NIKE SITE D14, ON UNITED STATES GOVERNMENT PROPERTY. ABOUT 1.5 MI
 NE1168'(2.4 KM) NORTHEAST OF MOUNT CLEMENS, 11.5 MI (18.5 KM) NORTH OF CITY
 NE1168'OF GROSSE POINTE WOODS, 12 MI (19.3 KM) NORTHEAST OF THE CENTER OF THE
 NE1168'CITY OF WARREN, 9 MI (14.5 KM) EAST-SOUTHEAST OF UTICA AND 2 MI (3.2
 NE1168'KM) NORTHEAST OF MOUNT CLEMENS.  TO REACH THE STATION FROM THE HIGHWAY
 NE1168'INTERCHANGE OF INTERSTATE HIGHWAY 94 AND STATE HIGHWAY M-59 (HALL
 NE1168'ROAD) NEAR THE NORTH EDGE OF MOUNT CLEMENS, GO EAST 1.5 MI (2.4 KM)
 NE1168'ALONG STATE HIGHWAY M-59 TO FORK IN ROAD. TAKE RIGHT FORK AND CONTINUE
 NE1168'GOING EAST AND SOUTH 0.2 MI (0.3 KM) TO ENTRANCE GATE TO SELFRIDGE AIR
 NE1168'NATIONAL GUARD BASE.  CONTINUE GOING SOUTH 0.019 MI (0.031 KM) TO
 NE1168'PERIMETER ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST AND SOUTH 1.9 MI
 NE1168'(3.1 KM) ALONG PERIMETER ROAD CROSSING RAILROAD TRACK.  CONTINUE GOING
 NE1168'SOUTH 0.7 MI (1.1 KM) ALONG PERIMETER ROAD TO HENRY B.  JOY ROAD BASE
 NE1168'GATE.  TURN LEFT AND GO EAST 0.1 MI (0.2 KM) ALONG HENRY B.  JOY ROAD
 NE1168'TO BITUMINOUS DRIVE ON THE RIGHT. TURN RIGHT AND GO SOUTH 0.1 MI (0.2
 NE1168'KM) ALONG DRIVE TO GATE WITH SIGN READING RMCB 26 AND ENTRANCE TO NIKE
 NE1168'SITE AND STATION ON THE LEFT IN THE NORTHEAST CORNER OF WOVEN FENCE.
 NE1168'STATION IS 300 FT (91.4 M) EAST FROM GATE POST (RCMB 26) , 190 FT
 NE1168'(57.9 M) EAST FROM SOUTHEAST CORNER OF GUARD BUILDING, 217 FT (66.1 M)
 NE1168'EAST FROM NORTHWEST CORNER OF CONCRETE BLOCK BUILDING 1578, 9 FT (2.7
 NE1168'M) WEST FROM EAST CORNER OF CHAIN LINK FENCE.  THERE IS NO WITNESS
 NE1168'POST.
 NE1168
 NE1168                          STATION RECOVERY (2006)
 NE1168
 NE1168'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1168'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94
 NE1168'AND STATE HIGHWAY M-59 (HALL ROAD), GO EAST 1.6 MI ALONG STATE
 NE1168'HIGHWAY M-59.  TURN RIGHT ONTO JEFFERSON AVENUE, GO SOUTH 0.2 MI TO
 NE1168'PERIMETER ROAD.  TURN RIGHT GOING WEST AND THEN SOUTH 2.5 MI TO JOY
 NE1168'ROAD.  TURN LEFT GO EAST 0.2 MI TO GATE NEAR THE AIR TRAFFIC CONTROL
 NE1168'TOWER.  GO THROUGH GATE AND TURN RIGHT.  FOLLOW CHAIN LINK FENCE
 NE1168'SOUTH 300 FT AND TURN RIGHT.  FOLLOW CHAIN LINK FENCE WEST 300 FT
 NE1168'AND STATION IS ON THE LEFT, 27 FT SOUTH OF FENCE.
 NE1168'CONTACT BASE SECURITY AND BASE ENGINEERING TO GET PERMISSION TO
 NE1168'ENTER AIR BASE AND PASS THROUGH GATE NEAR AIR TRAFFIC CONTROL TOWER.
 NE1168'CURRENTLY THE STATION IS NOT SUITABLE FOR SATELLITE OBSERVATIONS.
 NE1168'BASE ENGINEERING PLANS TO CLEAR A 25 FT RADIUS AROUND STATION AND
 NE1168'MAKE IT SATELLITE OBSERVABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1218 ***********************************************************************
 RL1218  DESIGNATION -  D 140
 RL1218  PID         -  RL1218
 RL1218  STATE/COUNTY-  MI/GOGEBIC
 RL1218  USGS QUAD   -  WAKEFIELD (1975)
 RL1218
 RL1218                         *CURRENT SURVEY CONTROL
 RL1218  ___________________________________________________________________
 RL1218* NAD 83(1986)-  46 28 17.     (N)    089 55 22.     (W)     SCALED    
 RL1218* NAVD 88     -       470.858  (meters)    1544.81   (feet)  ADJUSTED  
 RL1218  ___________________________________________________________________
 RL1218  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 RL1218  DYNAMIC HT  -         470.872 (meters)    1544.85  (feet)  COMP
 RL1218  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 RL1218
 RL1218  VERT ORDER  -  SECOND    CLASS 0
 RL1218
 RL1218.The horizontal coordinates were scaled from a topographic map and have
 RL1218.an estimated accuracy of +/- 6 seconds.
 RL1218
 RL1218.The orthometric height was determined by differential leveling
 RL1218.and adjusted by the National Geodetic Survey in June 1991..
 RL1218
 RL1218.The geoid height was determined by GEOID03.
 RL1218
 RL1218.The dynamic height is computed by dividing the NAVD 88
 RL1218.geopotential number by the normal gravity value computed on the
 RL1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1218.degrees latitude (g = 980.6199 gals.).
 RL1218
 RL1218.The modeled gravity was interpolated from observed gravity values.
 RL1218
 RL1218;                    North         East    Units  Estimated Accuracy
 RL1218;SPC MI N     -   191,760.    7,775,590.      MT  (+/- 180 meters Scaled)
 RL1218
 RL1218                          SUPERSEDED SURVEY CONTROL
 RL1218
 RL1218  NGVD 29 (??/??/92)  470.870  (m)         1544.85   (f) ADJ UNCH    2 0
 RL1218
 RL1218.Superseded values are not recommended for survey control.
 RL1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1218.See file dsdata.txt to determine how the superseded data were derived.
 RL1218
 RL1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS756505(NAD 83)
 RL1218_MARKER: DB = BENCH MARK DISK
 RL1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1218_SP_SET: CULVERT
 RL1218_STAMPING: D 140 1948
 RL1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1218
 RL1218  HISTORY     - Date     Condition        Report By
 RL1218  HISTORY     - 1948     MONUMENTED       CGS
 RL1218  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1218  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1218  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1218  HISTORY     - 20000814 MARK NOT FOUND   MIDT
 RL1218  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1218
 RL1218                          STATION DESCRIPTION
 RL1218
 RL1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1218'0.8 MI E FROM WAKEFIELD.
 RL1218'ABOUT 0.8 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE HIGH SCHOOL
 RL1218'AT WAKEFIELD, ABOUT 0.3 MILE SOUTHEAST OF A NORTH-SOUTH BLACK
 RL1218'TOP ROAD CROSSING, ABOUT 0.2 MILE SOUTHEAST OF AN EAST-WEST
 RL1218'BLACK TOP ROAD CROSSING, SET IN THE TOP OF THE NORTHWEST END
 RL1218'OF THE SOUTHWEST HEAD WALL OF A 3-FOOT CONCRETE PIPE CULVERT,
 RL1218'36 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT
 RL1218'SOUTHEAST OF THE NORTHWEST END OF THE HEAD WALL AND ABOUT 2 FEET
 RL1218'BELOW THE ROAD.
 RL1218
 RL1218                          STATION RECOVERY (1985)
 RL1218
 RL1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1218'MARK NOT FOUND.
 RL1218
 RL1218                          STATION RECOVERY (1987)
 RL1218
 RL1218'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1218'MARK NOT FOUND.
 RL1218
 RL1218                          STATION RECOVERY (1995)
 RL1218
 RL1218'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1218'MARK NOT FOUND.
 RL1218
 RL1218                          STATION RECOVERY (2000)
 RL1218
 RL1218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1218'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 RL1218
 RL1218                          STATION RECOVERY (2004)
 RL1218
 RL1218'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1242 ***********************************************************************
 RL1242  DESIGNATION -  D 141
 RL1242  PID         -  RL1242
 RL1242  STATE/COUNTY-  MI/GOGEBIC
 RL1242  USGS QUAD   -  GOGEBIC (1982)
 RL1242
 RL1242                         *CURRENT SURVEY CONTROL
 RL1242  ___________________________________________________________________
 RL1242* NAD 83(1986)-  46 21 29.     (N)    089 31 11.     (W)     SCALED    
 RL1242* NAVD 88     -       468.159  (meters)    1535.95   (feet)  ADJUSTED  
 RL1242  ___________________________________________________________________
 RL1242  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1242  DYNAMIC HT  -         468.171 (meters)    1535.99  (feet)  COMP
 RL1242  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 RL1242
 RL1242  VERT ORDER  -  SECOND    CLASS 0
 RL1242
 RL1242.The horizontal coordinates were scaled from a topographic map and have
 RL1242.an estimated accuracy of +/- 6 seconds.
 RL1242
 RL1242.The orthometric height was determined by differential leveling
 RL1242.and adjusted by the National Geodetic Survey in June 1991..
 RL1242
 RL1242.The geoid height was determined by GEOID03.
 RL1242
 RL1242.The dynamic height is computed by dividing the NAVD 88
 RL1242.geopotential number by the normal gravity value computed on the
 RL1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1242.degrees latitude (g = 980.6199 gals.).
 RL1242
 RL1242.The modeled gravity was interpolated from observed gravity values.
 RL1242
 RL1242;                    North         East    Units  Estimated Accuracy
 RL1242;SPC MI N     -   178,100.    7,806,130.      MT  (+/- 180 meters Scaled)
 RL1242
 RL1242                          SUPERSEDED SURVEY CONTROL
 RL1242
 RL1242  NGVD 29 (??/??/92)  468.173  (m)         1536.00   (f) ADJ UNCH    2 0
 RL1242
 RL1242.Superseded values are not recommended for survey control.
 RL1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1242.See file dsdata.txt to determine how the superseded data were derived.
 RL1242
 RL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS061369(NAD 83)
 RL1242_MARKER: DB = BENCH MARK DISK
 RL1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1242_STAMPING: D 141 1948
 RL1242_MARK LOGO: CGS   
 RL1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1242+STABILITY: SURFACE MOTION
 RL1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1242+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1998
 RL1242
 RL1242  HISTORY     - Date     Condition        Report By
 RL1242  HISTORY     - 1948     MONUMENTED       CGS
 RL1242  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1242  HISTORY     - 19950830 GOOD             MIDT
 RL1242  HISTORY     - 19980428 GOOD             MIDT
 RL1242
 RL1242                          STATION DESCRIPTION
 RL1242
 RL1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1242'9.6 MI E FROM MARENISCO.
 RL1242'ABOUT 0.65 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1242'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1242'8.95 MILES EAST ALONG U.S. HIGHWAY 2, ABOUT 130 YARDS EAST
 RL1242'OF THE EAST END POST OF A GUARD RAIL FENCE ON NORTH SIDE OF
 RL1242'HIGHWAY, 198 FEET WEST-NORTHWEST OF THE NORTH END OF A 30-INCH
 RL1242'PIPE CULVERT UNDER HIGHWAY, 98 FEET NORTH OF THE CENTER LINE
 RL1242'OF THE HIGHWAY, 68 FEET NORTH OF THE WEST END OF A 12-INCH
 RL1242'PIPE CULVERT UNDER AN ABANDONED TRAIL NORTH, 6 1/2 FEET SOUTHEAST
 RL1242'OF A TRIANGULAR BLAZED 7-INCH ASPEN TREE, 2 FEET EAST OF A
 RL1242'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND
 RL1242'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1242
 RL1242                          STATION RECOVERY (1987)
 RL1242
 RL1242'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1242'MARK NOT FOUND.
 RL1242
 RL1242                          STATION RECOVERY (1995)
 RL1242
 RL1242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1242'RECOVERED AS DESCRIBED.
 RL1242
 RL1242                          STATION RECOVERY (1998)
 RL1242
 RL1242'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1046 ***********************************************************************
 RL1046  DESIGNATION -  D 142
 RL1046  PID         -  RL1046
 RL1046  STATE/COUNTY-  MI/GOGEBIC
 RL1046  USGS QUAD   -  STORMY LAKE (1982)
 RL1046
 RL1046                         *CURRENT SURVEY CONTROL
 RL1046  ___________________________________________________________________
 RL1046* NAD 83(1986)-  46 18 56.     (N)    089 17 00.     (W)     SCALED    
 RL1046* NAVD 88     -       501.131  (meters)    1644.13   (feet)  ADJUSTED  
 RL1046  ___________________________________________________________________
 RL1046  GEOID HEIGHT-         -31.24  (meters)                     GEOID03
 RL1046  DYNAMIC HT  -         501.142 (meters)    1644.16  (feet)  COMP
 RL1046  MODELED GRAV-     980,619.1   (mgal)                       NAVD 88
 RL1046
 RL1046  VERT ORDER  -  SECOND    CLASS 0
 RL1046
 RL1046.The horizontal coordinates were scaled from a topographic map and have
 RL1046.an estimated accuracy of +/- 6 seconds.
 RL1046
 RL1046.The orthometric height was determined by differential leveling
 RL1046.and adjusted by the National Geodetic Survey in June 1991..
 RL1046
 RL1046.The geoid height was determined by GEOID03.
 RL1046
 RL1046.The dynamic height is computed by dividing the NAVD 88
 RL1046.geopotential number by the normal gravity value computed on the
 RL1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1046.degrees latitude (g = 980.6199 gals.).
 RL1046
 RL1046.The modeled gravity was interpolated from observed gravity values.
 RL1046
 RL1046;                    North         East    Units  Estimated Accuracy
 RL1046;SPC MI N     -   172,830.    7,824,180.      MT  (+/- 180 meters Scaled)
 RL1046
 RL1046                          SUPERSEDED SURVEY CONTROL
 RL1046
 RL1046  NGVD 29 (??/??/92)  501.149  (m)         1644.19   (f) ADJ UNCH    2 0
 RL1046
 RL1046.Superseded values are not recommended for survey control.
 RL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1046.See file dsdata.txt to determine how the superseded data were derived.
 RL1046
 RL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS242316(NAD 83)
 RL1046_MARKER: DB = BENCH MARK DISK
 RL1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1046_STAMPING: D 142 1948
 RL1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1046+STABILITY: SURFACE MOTION
 RL1046
 RL1046  HISTORY     - Date     Condition        Report By
 RL1046  HISTORY     - 1948     MONUMENTED       CGS
 RL1046
 RL1046                          STATION DESCRIPTION
 RL1046
 RL1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1046'10.3 MI NW FROM WATERSMEET.
 RL1046'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1046'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1046'THENCE ABOUT 4.0 MILES NORTH ALONG A DIM ROAD AND GRASS TRAIL
 RL1046'(WOLF LAKE ROAD), ABOUT 0.1 MILE NORTH OF A DIM TRAIL EAST, 15
 RL1046'FEET WEST OF THE CENTER LINE OF THE ROAD, AT A DIM TRAIL
 RL1046'NORTHEAST, 33 FEET NORTH OF THE CENTER OF A WOODEN CULVERT,
 RL1046'24 FEET NORTHWEST OF THE TRAIL NORTHEAST, 2 FEET NORTH OF A
 RL1046'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 RL1046'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1107 ***********************************************************************
 RL1107  DESIGNATION -  D 143
 RL1107  PID         -  RL1107
 RL1107  STATE/COUNTY-  MI/ONTONAGON
 RL1107  USGS QUAD   -  
 RL1107
 RL1107                         *CURRENT SURVEY CONTROL
 RL1107  ___________________________________________________________________
 RL1107* NAD 83(1986)-  46 24 07.     (N)    089 16 02.     (W)     SCALED    
 RL1107* NAVD 88     -       392.179  (meters)    1286.67   (feet)  ADJUSTED  
 RL1107  ___________________________________________________________________
 RL1107  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 RL1107  DYNAMIC HT  -         392.194 (meters)    1286.72  (feet)  COMP
 RL1107  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 RL1107
 RL1107  VERT ORDER  -  SECOND    CLASS 0
 RL1107
 RL1107.The horizontal coordinates were scaled from a topographic map and have
 RL1107.an estimated accuracy of +/- 6 seconds.
 RL1107
 RL1107.The orthometric height was determined by differential leveling
 RL1107.and adjusted by the National Geodetic Survey in June 1991..
 RL1107
 RL1107.The geoid height was determined by GEOID03.
 RL1107
 RL1107.The dynamic height is computed by dividing the NAVD 88
 RL1107.geopotential number by the normal gravity value computed on the
 RL1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1107.degrees latitude (g = 980.6199 gals.).
 RL1107
 RL1107.The modeled gravity was interpolated from observed gravity values.
 RL1107
 RL1107;                    North         East    Units  Estimated Accuracy
 RL1107;SPC MI N     -   182,390.    7,825,690.      MT  (+/- 180 meters Scaled)
 RL1107
 RL1107                          SUPERSEDED SURVEY CONTROL
 RL1107
 RL1107  NGVD 29 (??/??/92)  392.203  (m)         1286.75   (f) ADJ UNCH    2 0
 RL1107
 RL1107.Superseded values are not recommended for survey control.
 RL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1107.See file dsdata.txt to determine how the superseded data were derived.
 RL1107
 RL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS257412(NAD 83)
 RL1107_MARKER: DB = BENCH MARK DISK
 RL1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1107_STAMPING: D 143 1948
 RL1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1107+STABILITY: SURFACE MOTION
 RL1107
 RL1107  HISTORY     - Date     Condition        Report By
 RL1107  HISTORY     - 1948     MONUMENTED       CGS
 RL1107  HISTORY     - 20010617 GOOD             USPSQD
 RL1107  HISTORY     - 20040816 POOR             GEOCAC
 RL1107
 RL1107                          STATION DESCRIPTION
 RL1107
 RL1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1107'4.8 MI SW FROM PAULDING.
 RL1107'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1107'AT PAULDING, THENCE ABOUT 4.6 MILES SOUTHWEST ALONG A GRAVEL
 RL1107'ROAD, ABOUT 0.45 MILE SOUTHWEST OF A ROAD NORTH, ABOUT 0.45
 RL1107'MILE NORTHEAST OF A DIM WOODS ROAD WEST, 68 FEET EAST AND ACROSS
 RL1107'THE ROAD FROM A TRIANGULAR BLAZED 9-INCH FIR TREE, 25 FEET
 RL1107'EAST OF THE CENTER LINE OF THE ROAD, 7 FEET SOUTHEAST OF A
 RL1107'TRIANGULAR BLAZED 5-INCH ASPEN TREE, 5 FEET WEST OF A 9-INCH
 RL1107'ASPEN TREE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 RL1107'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1107'PROJECTING 6 IN.
 RL1107
 RL1107                          STATION RECOVERY (2001)
 RL1107
 RL1107'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1107'RECOVERED IN GOOD CONDITION.
 RL1107
 RL1107                          STATION RECOVERY (2004)
 RL1107
 RL1107'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1107'NAD 83 -  46 24 06.1 (N) -   089 16 03.0 (W) HANDHELD DGPS
 RL1107' 
 RL1107'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1107' 
 RL1107'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ROAD.  MACHINE GRADING WAS
 RL1107'DONE AROUND THE MARK.  IT IS AT THE EDGE OF THE BACK OF DITCH.  USE
 RL1107'WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1173 ***********************************************************************
 RL1173  DESIGNATION -  D 144
 RL1173  PID         -  RL1173
 RL1173  STATE/COUNTY-  MI/GOGEBIC
 RL1173  USGS QUAD   -  STATELINE LAKE (1982)
 RL1173
 RL1173                         *CURRENT SURVEY CONTROL
 RL1173  ___________________________________________________________________
 RL1173* NAD 83(1986)-  46 20 42.     (N)    089 42 37.     (W)     SCALED    
 RL1173* NAVD 88     -       472.219  (meters)    1549.27   (feet)  ADJUSTED  
 RL1173  ___________________________________________________________________
 RL1173  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 RL1173  DYNAMIC HT  -         472.220 (meters)    1549.28  (feet)  COMP
 RL1173  MODELED GRAV-     980,602.2   (mgal)                       NAVD 88
 RL1173
 RL1173  VERT ORDER  -  SECOND    CLASS 0
 RL1173
 RL1173.The horizontal coordinates were scaled from a topographic map and have
 RL1173.an estimated accuracy of +/- 6 seconds.
 RL1173
 RL1173.The orthometric height was determined by differential leveling
 RL1173.and adjusted by the National Geodetic Survey in June 1991..
 RL1173
 RL1173.The geoid height was determined by GEOID03.
 RL1173
 RL1173.The dynamic height is computed by dividing the NAVD 88
 RL1173.geopotential number by the normal gravity value computed on the
 RL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1173.degrees latitude (g = 980.6199 gals.).
 RL1173
 RL1173.The modeled gravity was interpolated from observed gravity values.
 RL1173
 RL1173;                    North         East    Units  Estimated Accuracy
 RL1173;SPC MI N     -   177,140.    7,791,420.      MT  (+/- 180 meters Scaled)
 RL1173
 RL1173                          SUPERSEDED SURVEY CONTROL
 RL1173
 RL1173  NGVD 29 (??/??/92)  472.218  (m)         1549.27   (f) ADJ UNCH    2 0
 RL1173
 RL1173.Superseded values are not recommended for survey control.
 RL1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1173.See file dsdata.txt to determine how the superseded data were derived.
 RL1173
 RL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS914359(NAD 83)
 RL1173_MARKER: DB = BENCH MARK DISK
 RL1173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1173_SP_SET: ABUTMENT
 RL1173_STAMPING: D 144 1948
 RL1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1173+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1998
 RL1173
 RL1173  HISTORY     - Date     Condition        Report By
 RL1173  HISTORY     - 1948     MONUMENTED       CGS
 RL1173  HISTORY     - 1987     GOOD             USPSQD
 RL1173  HISTORY     - 19980427 GOOD             MIDT
 RL1173  HISTORY     - 20040807 GOOD             USPSQD
 RL1173
 RL1173                          STATION DESCRIPTION
 RL1173
 RL1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1173'3 MI SW FROM MARENISCO.
 RL1173'ABOUT 3.05 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE
 RL1173'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, SET IN
 RL1173'THE TOP OF THE WEST AND LOWER END OF THE SOUTH ABUTMENT OF A
 RL1173'56-FOOT CONCRETE BRIDGE OVER BIG PRESQUE ISLE RIVER, 20 FEET
 RL1173'WEST OF AND ABOUT 3 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 RL1173
 RL1173                          STATION RECOVERY (1987)
 RL1173
 RL1173'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1173'RECOVERED IN GOOD CONDITION.
 RL1173
 RL1173                          STATION RECOVERY (1998)
 RL1173
 RL1173'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1173'RECOVERED IN GOOD CONDITION.
 RL1173
 RL1173                          STATION RECOVERY (2004)
 RL1173
 RL1173'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1250 ***********************************************************************
 RL1250  DESIGNATION -  D 145
 RL1250  PID         -  RL1250
 RL1250  STATE/COUNTY-  MI/GOGEBIC
 RL1250  USGS QUAD   -  WAKEFIELD (1975)
 RL1250
 RL1250                         *CURRENT SURVEY CONTROL
 RL1250  ___________________________________________________________________
 RL1250* NAD 83(1986)-  46 24 13.     (N)    089 56 48.     (W)     SCALED    
 RL1250* NAVD 88     -       475.730  (meters)    1560.79   (feet)  ADJUSTED  
 RL1250  ___________________________________________________________________
 RL1250  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 RL1250  DYNAMIC HT  -         475.728 (meters)    1560.78  (feet)  COMP
 RL1250  MODELED GRAV-     980,596.1   (mgal)                       NAVD 88
 RL1250
 RL1250  VERT ORDER  -  SECOND    CLASS 0
 RL1250
 RL1250.The horizontal coordinates were scaled from a topographic map and have
 RL1250.an estimated accuracy of +/- 6 seconds.
 RL1250
 RL1250.The orthometric height was determined by differential leveling
 RL1250.and adjusted by the National Geodetic Survey in June 1991..
 RL1250
 RL1250.The geoid height was determined by GEOID03.
 RL1250
 RL1250.The dynamic height is computed by dividing the NAVD 88
 RL1250.geopotential number by the normal gravity value computed on the
 RL1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1250.degrees latitude (g = 980.6199 gals.).
 RL1250
 RL1250.The modeled gravity was interpolated from observed gravity values.
 RL1250
 RL1250;                    North         East    Units  Estimated Accuracy
 RL1250;SPC MI N     -   184,300.    7,773,480.      MT  (+/- 180 meters Scaled)
 RL1250
 RL1250                          SUPERSEDED SURVEY CONTROL
 RL1250
 RL1250  NGVD 29 (??/??/92)  475.724  (m)         1560.77   (f) ADJ UNCH    2 0
 RL1250
 RL1250.Superseded values are not recommended for survey control.
 RL1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1250.See file dsdata.txt to determine how the superseded data were derived.
 RL1250
 RL1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS735431(NAD 83)
 RL1250_MARKER: DB = BENCH MARK DISK
 RL1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1250_STAMPING: D 145 1948
 RL1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1250+STABILITY: SURFACE MOTION
 RL1250
 RL1250  HISTORY     - Date     Condition        Report By
 RL1250  HISTORY     - 1948     MONUMENTED       CGS
 RL1250  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1250  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1250  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1250  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1250
 RL1250                          STATION DESCRIPTION
 RL1250
 RL1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1250'5 MI S FROM WAKEFIELD.
 RL1250'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1250'HALL AT WAKEFIELD, THENCE ABOUT 4.4 MILES SOUTH ALONG CHANEY
 RL1250'LAKE ROAD, ABOUT 0.75 MILE SOUTH OF A DIM ROAD WEST, AT THE
 RL1250'RUINS OF AN OLD HOUSE ON WEST SIDE OF ROAD, 141 FEET SOUTHWEST
 RL1250'OF THE JUNCTION OF A DIM ROAD EAST, 45 FEET WEST OF THE CENTER
 RL1250'LINE OF THE ROAD, 24 FEET SOUTH OF THE CENTER LINE OF THE
 RL1250'DRIVE TO OLD HOUSE, 9 FEET EAST OF A TRIANGULAR BLAZED 36-INCH
 RL1250'BIRCH TREE, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1250'CONCRETE POST PROJECTING 5 INCHES.
 RL1250
 RL1250                          STATION RECOVERY (1985)
 RL1250
 RL1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1250'MARK NOT FOUND.
 RL1250
 RL1250                          STATION RECOVERY (1988)
 RL1250
 RL1250'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1250'MARK NOT FOUND.
 RL1250
 RL1250                          STATION RECOVERY (1996)
 RL1250
 RL1250'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1250'MARK NOT FOUND.
 RL1250
 RL1250                          STATION RECOVERY (2004)
 RL1250
 RL1250'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0706 ***********************************************************************
 RL0706  DESIGNATION -  D 147
 RL0706  PID         -  RL0706
 RL0706  STATE/COUNTY-  MI/ONTONAGON
 RL0706  USGS QUAD   -  
 RL0706
 RL0706                         *CURRENT SURVEY CONTROL
 RL0706  ___________________________________________________________________
 RL0706* NAD 83(1986)-  46 32 31.     (N)    089 19 56.     (W)     SCALED    
 RL0706* NAVD 88     -       374.143  (meters)    1227.50   (feet)  ADJUSTED  
 RL0706  ___________________________________________________________________
 RL0706  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RL0706  DYNAMIC HT  -         374.156 (meters)    1227.54  (feet)  COMP
 RL0706  MODELED GRAV-     980,639.2   (mgal)                       NAVD 88
 RL0706
 RL0706  VERT ORDER  -  FIRST     CLASS II
 RL0706
 RL0706.The horizontal coordinates were scaled from a topographic map and have
 RL0706.an estimated accuracy of +/- 6 seconds.
 RL0706
 RL0706.The orthometric height was determined by differential leveling
 RL0706.and adjusted by the National Geodetic Survey in June 1991..
 RL0706
 RL0706.The geoid height was determined by GEOID03.
 RL0706
 RL0706.The dynamic height is computed by dividing the NAVD 88
 RL0706.geopotential number by the normal gravity value computed on the
 RL0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0706.degrees latitude (g = 980.6199 gals.).
 RL0706
 RL0706.The modeled gravity was interpolated from observed gravity values.
 RL0706
 RL0706;                    North         East    Units  Estimated Accuracy
 RL0706;SPC MI N     -   198,090.    7,821,150.      MT  (+/- 180 meters Scaled)
 RL0706
 RL0706                          SUPERSEDED SURVEY CONTROL
 RL0706
 RL0706  NGVD 29 (??/??/92)  374.134  (m)         1227.47   (f) ADJ UNCH    1 2
 RL0706
 RL0706.Superseded values are not recommended for survey control.
 RL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0706.See file dsdata.txt to determine how the superseded data were derived.
 RL0706
 RL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS211569(NAD 83)
 RL0706_MARKER: DB = BENCH MARK DISK
 RL0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0706_STAMPING: D 147 1948
 RL0706_MARK LOGO: CGS   
 RL0706_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0706+STABILITY: SURFACE MOTION
 RL0706
 RL0706  HISTORY     - Date     Condition        Report By
 RL0706  HISTORY     - 1948     MONUMENTED       CGS
 RL0706  HISTORY     - 1985     GOOD             NGS
 RL0706  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0706  HISTORY     - 19960626 GOOD             USPSQD
 RL0706  HISTORY     - 20010615 GOOD             USPSQD
 RL0706  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0706
 RL0706                          STATION DESCRIPTION
 RL0706
 RL0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0706'2.4 MI W FROM EWEN.
 RL0706'ABOUT 2.4 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0706'RAILWAY FROM THE STATION AT EWEN, ABOUT 0.4 MILE WEST OF A ROAD
 RL0706'CROSSING, 48 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY
 RL0706'28 PARALLELING THE TRACK, 41 FEET NORTH OF THE NORTH RAIL OF THE
 RL0706'TRACK, 2 1/2 FEET WEST OF TELEPHONE POLE NO. 4276 1/2, 1 1/2
 RL0706'FEET NORTH OF THE R/W FENCE, 3 FEET EAST OF A WHITE WOODEN
 RL0706'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 RL0706'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0706
 RL0706                          STATION RECOVERY (1985)
 RL0706
 RL0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0706'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.2 KM (7.6
 RL0706'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0706'HIGHWAY 45 IN BRUCE CROSSING, 0.2 KM (0.1 MI) WEST OF THE CENTER OF A
 RL0706'ROADSIDE PARK, AND 12.5 M (41.0 FT) NORTHEAST OF THE NEAR RAIL OF THE
 RL0706'SOO LINE RAILROAD.
 RL0706'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0706'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL0706
 RL0706                          STATION RECOVERY (1987)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0706'MARK NOT FOUND.
 RL0706
 RL0706                          STATION RECOVERY (1996)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0706'RECOVERED IN GOOD CONDITION.
 RL0706
 RL0706                          STATION RECOVERY (2001)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0706'RECOVERED IN GOOD CONDITION.
 RL0706
 RL0706                          STATION RECOVERY (2004)
 RL0706
 RL0706'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0101 ***********************************************************************
 SG0101  DESIGNATION -  D 148
 SG0101  PID         -  SG0101
 SG0101  STATE/COUNTY-  MI/HOUGHTON
 SG0101  USGS QUAD   -  SOUTH RANGE (1975)
 SG0101
 SG0101                         *CURRENT SURVEY CONTROL
 SG0101  ___________________________________________________________________
 SG0101* NAD 83(1986)-  47 00 12.     (N)    088 37 33.     (W)     SCALED    
 SG0101* NAVD 88     -       255.887  (meters)     839.52   (feet)  ADJUSTED  
 SG0101  ___________________________________________________________________
 SG0101  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 SG0101  DYNAMIC HT  -         255.912 (meters)     839.60  (feet)  COMP
 SG0101  MODELED GRAV-     980,703.4   (mgal)                       NAVD 88
 SG0101
 SG0101  VERT ORDER  -  SECOND    CLASS 0
 SG0101
 SG0101.The horizontal coordinates were scaled from a topographic map and have
 SG0101.an estimated accuracy of +/- 6 seconds.
 SG0101
 SG0101.The orthometric height was determined by differential leveling
 SG0101.and adjusted by the National Geodetic Survey in June 1991..
 SG0101
 SG0101.The geoid height was determined by GEOID03.
 SG0101
 SG0101.The dynamic height is computed by dividing the NAVD 88
 SG0101.geopotential number by the normal gravity value computed on the
 SG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0101.degrees latitude (g = 980.6199 gals.).
 SG0101
 SG0101.The modeled gravity was interpolated from observed gravity values.
 SG0101
 SG0101;                    North         East    Units  Estimated Accuracy
 SG0101;SPC MI N     -   248,020.    7,876,360.      MT  (+/- 180 meters Scaled)
 SG0101
 SG0101                          SUPERSEDED SURVEY CONTROL
 SG0101
 SG0101  NGVD 29 (??/??/92)  255.879  (m)          839.50   (f) ADJ UNCH    2 0
 SG0101
 SG0101.Superseded values are not recommended for survey control.
 SG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0101.See file dsdata.txt to determine how the superseded data were derived.
 SG0101
 SG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT764068(NAD 83)
 SG0101_MARKER: DB = BENCH MARK DISK
 SG0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0101_STAMPING: D 148 1948
 SG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0101+STABILITY: SURFACE MOTION
 SG0101
 SG0101  HISTORY     - Date     Condition        Report By
 SG0101  HISTORY     - 1948     MONUMENTED       CGS
 SG0101  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 SG0101
 SG0101                          STATION DESCRIPTION
 SG0101
 SG0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0101'6 MI S FROM SOUTH RANGE.
 SG0101'ABOUT 5.95 MILES SOUTH ALONG A ROAD TO TAPIOLA FROM THE SOUTH
 SG0101'RANGE STATE BANK BUILDING AT SOUTH RANGE, ABOUT 5.65 MILES
 SG0101'NORTH OF THE SCHOOL AT TAPIOLA, ABOUT 0.5 MILE NORTH OF A 6-FOOT
 SG0101'CONCRETE BRIDGE, AT A DRIVE WAY WEST IN TO A SMALL CLEARING,
 SG0101'ABOUT 88 FEET NORTHWEST AND ACROSS THE ROAD FROM POWER POLE
 SG0101'NO. 6186, 33 FEET WEST OF THE CENTER LINE OF THE ROAD, 39 FEET
 SG0101'SOUTH OF TELEPHONE POLE NO. 284, 19 FEET SOUTH OF A FENCE
 SG0101'CORNER, 10 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1 FOOT
 SG0101'WEST OF THE FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 SG0101'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 SG0101'CONCRETE POST PROJECTING 1 INCH.
 SG0101
 SG0101                          STATION RECOVERY (2004)
 SG0101
 SG0101'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 SG0101'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  A 6 FT
 SG0101'WIDE DITCH LINED WITH ROCK IN ON THE WEST SIDE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0557 ***********************************************************************
 RL0557  DESIGNATION -  D 149
 RL0557  PID         -  RL0557
 RL0557  STATE/COUNTY-  MI/HOUGHTON
 RL0557  USGS QUAD   -  PELKIE (1985)
 RL0557
 RL0557                         *CURRENT SURVEY CONTROL
 RL0557  ___________________________________________________________________
 RL0557* NAD 83(1986)-  46 52 23.     (N)    088 38 11.     (W)     SCALED    
 RL0557* NAVD 88     -       267.443  (meters)     877.44   (feet)  ADJUSTED  
 RL0557  ___________________________________________________________________
 RL0557  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 RL0557  DYNAMIC HT  -         267.459 (meters)     877.49  (feet)  COMP
 RL0557  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RL0557
 RL0557  VERT ORDER  -  SECOND    CLASS 0
 RL0557
 RL0557.The horizontal coordinates were scaled from a topographic map and have
 RL0557.an estimated accuracy of +/- 6 seconds.
 RL0557
 RL0557.The orthometric height was determined by differential leveling
 RL0557.and adjusted by the National Geodetic Survey in June 1991..
 RL0557
 RL0557.The geoid height was determined by GEOID03.
 RL0557
 RL0557.The dynamic height is computed by dividing the NAVD 88
 RL0557.geopotential number by the normal gravity value computed on the
 RL0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0557.degrees latitude (g = 980.6199 gals.).
 RL0557
 RL0557.The modeled gravity was interpolated from observed gravity values.
 RL0557
 RL0557;                    North         East    Units  Estimated Accuracy
 RL0557;SPC MI N     -   233,550.    7,875,260.      MT  (+/- 180 meters Scaled)
 RL0557
 RL0557                          SUPERSEDED SURVEY CONTROL
 RL0557
 RL0557  NGVD 29 (??/??/92)  267.429  (m)          877.39   (f) ADJ UNCH    2 0
 RL0557
 RL0557.Superseded values are not recommended for survey control.
 RL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0557.See file dsdata.txt to determine how the superseded data were derived.
 RL0557
 RL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS752923(NAD 83)
 RL0557_MARKER: DB = BENCH MARK DISK
 RL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0557_STAMPING: D 149 1948
 RL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0557+STABILITY: SURFACE MOTION
 RL0557
 RL0557  HISTORY     - Date     Condition        Report By
 RL0557  HISTORY     - 1948     MONUMENTED       CGS
 RL0557
 RL0557                          STATION DESCRIPTION
 RL0557
 RL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0557'AT ELO.
 RL0557'AT ELO, AT THE COMMUNITY BUILDING, 215 FEET SOUTH-SOUTHWEST
 RL0557'OF THE CENTER OF THE CROSSROADS AT ELO, 84 FEET SOUTHEAST OF
 RL0557'THE SOUTHEAST CORNER OF THE COMMUNITY BUILDING, 42 FEET WEST
 RL0557'OF THE CENTERLINE OF THE ROAD, 10 FEET WEST OF A FENCE CORNER,
 RL0557'1 FOOT NORTH OF THE FENCE LINE, 3 FEET WEST OF A WHITE WOODEN
 RL0557'WITNESS POST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 RL0557'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0245 ***********************************************************************
 PL0245  DESIGNATION -  D 15
 PL0245  PID         -  PL0245
 PL0245  STATE/COUNTY-  MI/OSCEOLA
 PL0245  USGS QUAD   -  
 PL0245
 PL0245                         *CURRENT SURVEY CONTROL
 PL0245  ___________________________________________________________________
 PL0245* NAD 83(1986)-  44 02 51.     (N)    085 26 49.     (W)     SCALED    
 PL0245* NAVD 88     -       371.519  (meters)    1218.89   (feet)  ADJUSTED  
 PL0245  ___________________________________________________________________
 PL0245  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 PL0245  DYNAMIC HT  -         371.462 (meters)    1218.70  (feet)  COMP
 PL0245  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 PL0245
 PL0245  VERT ORDER  -  FIRST     CLASS II
 PL0245
 PL0245.The horizontal coordinates were scaled from a topographic map and have
 PL0245.an estimated accuracy of +/- 6 seconds.
 PL0245
 PL0245.The orthometric height was determined by differential leveling
 PL0245.and adjusted by the National Geodetic Survey in June 1991..
 PL0245
 PL0245.The geoid height was determined by GEOID03.
 PL0245
 PL0245.The dynamic height is computed by dividing the NAVD 88
 PL0245.geopotential number by the normal gravity value computed on the
 PL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0245.degrees latitude (g = 980.6199 gals.).
 PL0245
 PL0245.The modeled gravity was interpolated from observed gravity values.
 PL0245
 PL0245;                    North         East    Units  Estimated Accuracy
 PL0245;SPC MI C     -    81,790.    5,913,420.      MT  (+/- 180 meters Scaled)
 PL0245
 PL0245                          SUPERSEDED SURVEY CONTROL
 PL0245
 PL0245  NGVD 29 (??/??/92)  371.614  (m)         1219.20   (f) ADJ UNCH    1 2
 PL0245
 PL0245.Superseded values are not recommended for survey control.
 PL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0245.See file dsdata.txt to determine how the superseded data were derived.
 PL0245
 PL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP244783(NAD 83)
 PL0245_MARKER: P = PIPE CAP
 PL0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PL0245_STAMPING: ELEV 1219.204 FT D 15 1916
 PL0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0245+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0245
 PL0245  HISTORY     - Date     Condition        Report By
 PL0245  HISTORY     - 1916     MONUMENTED       CGS
 PL0245  HISTORY     - 1934     GOOD             NGS
 PL0245  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 PL0245  HISTORY     - 20010927 GOOD             USPSQD
 PL0245
 PL0245                          STATION DESCRIPTION
 PL0245
 PL0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0245'0.9 MI N FROM LE ROY.
 PL0245'0.9 MILE NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0245'STATION AT LE ROY, 1/8 MILE NORTH OF THE NORTH END OF MY SIDING,
 PL0245'AT MILEPOST 316, 44.5 FEET WEST OF THE WEST RAIL, AT THE
 PL0245'WEST RIGHT-OF-WAY FENCE, AND 3-1/2 FEET LOWER THAN THE TOP OF
 PL0245'THE RAIL.  A STANDARD CAP, STAMPED ELEV. 1219.204 FT. D 15 1916
 PL0245'AND FASTENED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 6
 PL0245'INCHES ABOVE GROUND.
 PL0245
 PL0245                          STATION RECOVERY (1994)
 PL0245
 PL0245'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0245'MARK NOT FOUND.
 PL0245
 PL0245                          STATION RECOVERY (2001)
 PL0245
 PL0245'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0339 ***********************************************************************
 RK0339  DESIGNATION -  D 150
 RK0339  PID         -  RK0339
 RK0339  STATE/COUNTY-  MI/MARQUETTE
 RK0339  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0339
 RK0339                         *CURRENT SURVEY CONTROL
 RK0339  ___________________________________________________________________
 RK0339* NAD 83(1986)-  46 36 32.     (N)    087 43 25.     (W)     SCALED    
 RK0339* NAVD 88     -       417.104  (meters)    1368.45   (feet)  ADJUSTED  
 RK0339  ___________________________________________________________________
 RK0339  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 RK0339  DYNAMIC HT  -         417.130 (meters)    1368.53  (feet)  COMP
 RK0339  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RK0339
 RK0339  VERT ORDER  -  SECOND    CLASS 0
 RK0339
 RK0339.The horizontal coordinates were scaled from a topographic map and have
 RK0339.an estimated accuracy of +/- 6 seconds.
 RK0339
 RK0339.The orthometric height was determined by differential leveling
 RK0339.and adjusted by the National Geodetic Survey in June 1991..
 RK0339
 RK0339.The geoid height was determined by GEOID03.
 RK0339
 RK0339.The dynamic height is computed by dividing the NAVD 88
 RK0339.geopotential number by the normal gravity value computed on the
 RK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0339.degrees latitude (g = 980.6199 gals.).
 RK0339
 RK0339.The modeled gravity was interpolated from observed gravity values.
 RK0339
 RK0339;                    North         East    Units  Estimated Accuracy
 RK0339;SPC MI N     -   203,150.    7,944,570.      MT  (+/- 180 meters Scaled)
 RK0339
 RK0339                          SUPERSEDED SURVEY CONTROL
 RK0339
 RK0339  NGVD 29 (??/??/92)  417.055  (m)         1368.29   (f) ADJ UNCH    2 0
 RK0339
 RK0339.Superseded values are not recommended for survey control.
 RK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0339.See file dsdata.txt to determine how the superseded data were derived.
 RK0339
 RK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS445619(NAD 83)
 RK0339_MARKER: DB = BENCH MARK DISK
 RK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0339_STAMPING: D 150 1948
 RK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0339+STABILITY: SURFACE MOTION
 RK0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0339+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 RK0339
 RK0339  HISTORY     - Date     Condition        Report By
 RK0339  HISTORY     - 1948     MONUMENTED       CGS
 RK0339  HISTORY     - 1985     GOOD             NGS
 RK0339  HISTORY     - 20030527 GOOD             STS
 RK0339
 RK0339                          STATION DESCRIPTION
 RK0339
 RK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0339'18.7 MI NW FROM ISHPEMING.
 RK0339'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0339'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0339'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 3.35 MILES
 RK0339'SOUTHEAST ALONG A DIM ROAD, 0.35 MILE WEST OF THE JUNCTION
 RK0339'WITH A DIM ROAD NORTH, ON THE SOUTHWEST EDGE OF A SANDY BLUFF
 RK0339'OVERLOOKING DEAD RIVER BASIN, ABOUT 200 FEET NORTHWEST OF THE
 RK0339'NORTHWEST END OF A CURVE WITH TANGENTS EAST AND NORTHWEST,
 RK0339'33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 RK0339'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 RK0339'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0339
 RK0339                          STATION RECOVERY (1985)
 RK0339
 RK0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0339'RECOVERED IN GOOD CONDITION.
 RK0339
 RK0339                          STATION RECOVERY (2003)
 RK0339
 RK0339'RECOVERY NOTE BY STS CONSULTANTS 2003 (CLC)
 RK0339'MARK FOUND IN A STAND OF TALL PINE TREES ON THE WEST SIDE OF A DIRT
 RK0339'DRIVE.  ADDED THE FOLLOWING WITNESS-  CARSONITE MARKER S75E  0.8'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0591 ***********************************************************************
 RL0591  DESIGNATION -  D 151
 RL0591  PID         -  RL0591
 RL0591  STATE/COUNTY-  MI/HOUGHTON
 RL0591  USGS QUAD   -  PELKIE (1985)
 RL0591
 RL0591                         *CURRENT SURVEY CONTROL
 RL0591  ___________________________________________________________________
 RL0591* NAD 83(1986)-  46 45 47.     (N)    088 40 35.     (W)     SCALED    
 RL0591* NAVD 88     -       256.250  (meters)     840.71   (feet)  ADJUSTED  
 RL0591  ___________________________________________________________________
 RL0591  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 RL0591  DYNAMIC HT  -         256.266 (meters)     840.77  (feet)  COMP
 RL0591  MODELED GRAV-     980,672.5   (mgal)                       NAVD 88
 RL0591
 RL0591  VERT ORDER  -  SECOND    CLASS 0
 RL0591
 RL0591.The horizontal coordinates were scaled from a topographic map and have
 RL0591.an estimated accuracy of +/- 6 seconds.
 RL0591
 RL0591.The orthometric height was determined by differential leveling
 RL0591.and adjusted by the National Geodetic Survey in June 1991..
 RL0591
 RL0591.The geoid height was determined by GEOID03.
 RL0591
 RL0591.The dynamic height is computed by dividing the NAVD 88
 RL0591.geopotential number by the normal gravity value computed on the
 RL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0591.degrees latitude (g = 980.6199 gals.).
 RL0591
 RL0591.The modeled gravity was interpolated from observed gravity values.
 RL0591
 RL0591;                    North         East    Units  Estimated Accuracy
 RL0591;SPC MI N     -   221,390.    7,871,960.      MT  (+/- 180 meters Scaled)
 RL0591
 RL0591                          SUPERSEDED SURVEY CONTROL
 RL0591
 RL0591  NGVD 29 (??/??/92)  256.237  (m)          840.67   (f) ADJ UNCH    2 0
 RL0591
 RL0591.Superseded values are not recommended for survey control.
 RL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0591.See file dsdata.txt to determine how the superseded data were derived.
 RL0591
 RL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS719801(NAD 83)
 RL0591_MARKER: DB = BENCH MARK DISK
 RL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0591_STAMPING: D 151 1948
 RL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0591+STABILITY: SURFACE MOTION
 RL0591
 RL0591  HISTORY     - Date     Condition        Report By
 RL0591  HISTORY     - 1948     MONUMENTED       CGS
 RL0591
 RL0591                          STATION DESCRIPTION
 RL0591
 RL0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0591'3.9 MI E FROM ALSTON.
 RL0591'3.9 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0591'AT THE HOUGHTON-BARAGA COUNTY LINE, AT THE JUNCTION OF A ROAD
 RL0591'SOUTH, 93 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION,
 RL0591'37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 RL0591'WEST-SOUTHWEST OF A TELEPHONE POLE, 25 FEET SOUTHWEST OF THE
 RL0591'COUNTY LINE SIGN POST, 2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET
 RL0591'EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY
 RL0591'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0615 ***********************************************************************
 RL0615  DESIGNATION -  D 152
 RL0615  PID         -  RL0615
 RL0615  STATE/COUNTY-  MI/HOUGHTON
 RL0615  USGS QUAD   -  
 RL0615
 RL0615                         *CURRENT SURVEY CONTROL
 RL0615  ___________________________________________________________________
 RL0615* NAD 83(1986)-  46 48 53.     (N)    088 50 30.     (W)     SCALED    
 RL0615* NAVD 88     -       372.666  (meters)    1222.65   (feet)  ADJUSTED  
 RL0615  ___________________________________________________________________
 RL0615  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 RL0615  DYNAMIC HT  -         372.688 (meters)    1222.73  (feet)  COMP
 RL0615  MODELED GRAV-     980,662.3   (mgal)                       NAVD 88
 RL0615
 RL0615  VERT ORDER  -  SECOND    CLASS 0
 RL0615
 RL0615.The horizontal coordinates were scaled from a topographic map and have
 RL0615.an estimated accuracy of +/- 6 seconds.
 RL0615
 RL0615.The orthometric height was determined by differential leveling
 RL0615.and adjusted by the National Geodetic Survey in June 1991..
 RL0615
 RL0615.The geoid height was determined by GEOID03.
 RL0615
 RL0615.The dynamic height is computed by dividing the NAVD 88
 RL0615.geopotential number by the normal gravity value computed on the
 RL0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0615.degrees latitude (g = 980.6199 gals.).
 RL0615
 RL0615.The modeled gravity was interpolated from observed gravity values.
 RL0615
 RL0615;                    North         East    Units  Estimated Accuracy
 RL0615;SPC MI N     -   227,410.    7,859,470.      MT  (+/- 180 meters Scaled)
 RL0615
 RL0615                          SUPERSEDED SURVEY CONTROL
 RL0615
 RL0615  NGVD 29 (??/??/92)  372.647  (m)         1222.59   (f) ADJ UNCH    2 0
 RL0615
 RL0615.Superseded values are not recommended for survey control.
 RL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0615.See file dsdata.txt to determine how the superseded data were derived.
 RL0615
 RL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS595862(NAD 83)
 RL0615_MARKER: DB = BENCH MARK DISK
 RL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0615_STAMPING: D 152 1948
 RL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0615+STABILITY: SURFACE MOTION
 RL0615
 RL0615  HISTORY     - Date     Condition        Report By
 RL0615  HISTORY     - 1948     MONUMENTED       CGS
 RL0615  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0615
 RL0615                          STATION DESCRIPTION
 RL0615
 RL0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0615'5.7 MI NW FROM NISULA.
 RL0615'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH AND
 RL0615'CEMETERY, THENCE ABOUT 5.3 MILES NORTHWEST ALONG THE WINONA ROAD,
 RL0615'ABOUT 0.1 MILE NORTH OF A DIM ROAD WEST, 29 FEET WEST OF THE
 RL0615'CENTER LINE OF THE ROAD, 7 1/2 FEET SOUTH OF A TRIANGULAR BLAZED
 RL0615'HARD MAPLE TREE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0615'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0615'PROJECTING 4 IN.
 RL0615
 RL0615                          STATION RECOVERY (1977)
 RL0615
 RL0615'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0499 ***********************************************************************
 RL0499  DESIGNATION -  D 153
 RL0499  PID         -  RL0499
 RL0499  STATE/COUNTY-  MI/HOUGHTON
 RL0499  USGS QUAD   -  DONKEN (1982)
 RL0499
 RL0499                         *CURRENT SURVEY CONTROL
 RL0499  ___________________________________________________________________
 RL0499* NAD 83(1986)-  46 54 40.     (N)    088 49 45.     (W)     SCALED    
 RL0499* NAVD 88     -       376.996  (meters)    1236.86   (feet)  ADJUSTED  
 RL0499  ___________________________________________________________________
 RL0499  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 RL0499  DYNAMIC HT  -         377.034 (meters)    1236.99  (feet)  COMP
 RL0499  MODELED GRAV-     980,700.9   (mgal)                       NAVD 88
 RL0499
 RL0499  VERT ORDER  -  FIRST     CLASS II
 RL0499
 RL0499.The horizontal coordinates were scaled from a topographic map and have
 RL0499.an estimated accuracy of +/- 6 seconds.
 RL0499
 RL0499.The orthometric height was determined by differential leveling
 RL0499.and adjusted by the National Geodetic Survey in June 1991..
 RL0499
 RL0499.The geoid height was determined by GEOID03.
 RL0499
 RL0499.The dynamic height is computed by dividing the NAVD 88
 RL0499.geopotential number by the normal gravity value computed on the
 RL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0499.degrees latitude (g = 980.6199 gals.).
 RL0499
 RL0499.The modeled gravity was interpolated from observed gravity values.
 RL0499
 RL0499;                    North         East    Units  Estimated Accuracy
 RL0499;SPC MI N     -   238,100.    7,860,670.      MT  (+/- 180 meters Scaled)
 RL0499
 RL0499                          SUPERSEDED SURVEY CONTROL
 RL0499
 RL0499  NGVD 29 (??/??/92)  376.986  (m)         1236.83   (f) ADJ UNCH    1 2
 RL0499
 RL0499.Superseded values are not recommended for survey control.
 RL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0499.See file dsdata.txt to determine how the superseded data were derived.
 RL0499
 RL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS607969(NAD 83)
 RL0499_MARKER: DB = BENCH MARK DISK
 RL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0499_STAMPING: D 153 1948
 RL0499_MARK LOGO: CGS   
 RL0499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0499+STABILITY: SURFACE MOTION
 RL0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0499+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 RL0499
 RL0499  HISTORY     - Date     Condition        Report By
 RL0499  HISTORY     - 1948     MONUMENTED       CGS
 RL0499  HISTORY     - 19960715 GOOD             MIDT
 RL0499
 RL0499                          STATION DESCRIPTION
 RL0499
 RL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0499'2.6 MI NE FROM LAKE ROLAND.
 RL0499'2.55 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0499'AND COPPER RANGE STATION AT LAKE ROLAND, ABOUT 0.25 MILE
 RL0499'SOUTHWEST OF A ROAD EAST TO LAKE GERALD, AT A DIM ROAD EAST, 102
 RL0499'FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 56 FEET SOUTHEAST
 RL0499'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF THE CENTER
 RL0499'LINE OF THE ROAD WEST, 4 1/2 FEET NORTH-NORTHWEST OF A TWIN
 RL0499'MAPLE TREE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0499'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0499'PROJECTING 3 INCHES.
 RL0499
 RL0499                          STATION RECOVERY (1996)
 RL0499
 RL0499'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0499'STATION IS LOCATED ABOUT 4 KM (2.50 MI) NORTHEAST ALONG STATE HIGHWAY
 RL0499'M-26 FROM TWIN LAKES.  TO REACH FROM THE JUCTION OF STATE HIGHWAY M-26
 RL0499'AND LAKE EMILY/POHONEN ROAD AT TWIN LAKES FOLLOW M-26 NORTHEAST
 RL0499'4.021KM TO THE MARK ON THE RIGHT.  STATION IS 17.3 M (56.8 FT)
 RL0499'SOUTHEAST FROM THE CENTERLINE OF M-26, 11.7 M (38.4 FT) SOUTHWEST OF A
 RL0499'SUBSURFACE TELEPHONE CABLE JUNCTION BOX NO.  10048, 3.2 M (10.5 FT)
 RL0499'NORTHEAST FROM THE CENTERLINE OF A DIM WOODS ROAD EAST, 1.2 M (3.9 FT)
 RL0499'NORTHWEST FROM A 0.4 M (1.3 FT) DIAMETER QUAD MAPLE, 0.3 M (1.0 FT)
 RL0499'NORTHWEST OF A METAL WINESS POST, ABOUT 0.1 M (0.3 FT) BELOW THE
 RL0499'CENTERLINE OF THE HIGHWAY AND 0.14M ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0628 ***********************************************************************
 RL0628  DESIGNATION -  D 154
 RL0628  PID         -  RL0628
 RL0628  STATE/COUNTY-  MI/HOUGHTON
 RL0628  USGS QUAD   -  
 RL0628
 RL0628                         *CURRENT SURVEY CONTROL
 RL0628  ___________________________________________________________________
 RL0628* NAD 83(1986)-  46 39 30.     (N)    088 48 19.     (W)     SCALED    
 RL0628* NAVD 88     -       368.905  (meters)    1210.32   (feet)  ADJUSTED  
 RL0628  ___________________________________________________________________
 RL0628  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 RL0628  DYNAMIC HT  -         368.922 (meters)    1210.37  (feet)  COMP
 RL0628  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 RL0628
 RL0628  VERT ORDER  -  SECOND    CLASS 0
 RL0628
 RL0628.The horizontal coordinates were scaled from a topographic map and have
 RL0628.an estimated accuracy of +/- 6 seconds.
 RL0628
 RL0628.The orthometric height was determined by differential leveling
 RL0628.and adjusted by the National Geodetic Survey in June 1991..
 RL0628
 RL0628.The geoid height was determined by GEOID03.
 RL0628
 RL0628.The dynamic height is computed by dividing the NAVD 88
 RL0628.geopotential number by the normal gravity value computed on the
 RL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0628.degrees latitude (g = 980.6199 gals.).
 RL0628
 RL0628.The modeled gravity was interpolated from observed gravity values.
 RL0628
 RL0628;                    North         East    Units  Estimated Accuracy
 RL0628;SPC MI N     -   209,970.    7,861,850.      MT  (+/- 180 meters Scaled)
 RL0628
 RL0628                          SUPERSEDED SURVEY CONTROL
 RL0628
 RL0628  NGVD 29 (??/??/92)  368.895  (m)         1210.28   (f) ADJ UNCH    2 0
 RL0628
 RL0628.Superseded values are not recommended for survey control.
 RL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0628.See file dsdata.txt to determine how the superseded data were derived.
 RL0628
 RL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS618687(NAD 83)
 RL0628_MARKER: DB = BENCH MARK DISK
 RL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0628_STAMPING: D 154 1948
 RL0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0628+STABILITY: SURFACE MOTION
 RL0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0628+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 RL0628
 RL0628  HISTORY     - Date     Condition        Report By
 RL0628  HISTORY     - 1948     MONUMENTED       CGS
 RL0628  HISTORY     - 20040614 GOOD             GEOCAC
 RL0628
 RL0628                          STATION DESCRIPTION
 RL0628
 RL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0628'9 MI S FROM ALSTON.
 RL0628'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0628'THENCE ABOUT 5.95 MILES SOUTH, ABOUT 1.1 MILES WEST, ABOUT 1.95
 RL0628'MILES SOUTH ALONG GRAVEL ROADS, ABOUT 1.05 MILES NORTH OF A
 RL0628'BRIDGE OVER CYPRESS CREEK, AT THE NORTH END OF A SMALL CUT AND
 RL0628'AT A CURVE WITH TANGENTS NORTH-NORTHEAST AND SOUTH, 67 FEET
 RL0628'WEST-SOUTHWEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RL0628'18-INCH BIRCH TREE, 34 FEET NORTH OF A TRIANGULAR BLAZED 20-INCH
 RL0628'BALSOM TREE, 17 FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH BALSAM
 RL0628'TREE, 36 FEET WEST OF THE CENTER LINE OF THE ROAD 2 FEET
 RL0628'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 RL0628'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0628
 RL0628                          STATION RECOVERY (2004)
 RL0628
 RL0628'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0628'NAD 83 -  46 39 28.8 (N) -  088 48 20.0 (W) GARMIN GPS V
 RL0628' 
 RL0628'MARK IN LOCATED ALONG SOUTH LAIRD ROAD.   1 FT WEST OF MWP+SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0352 ***********************************************************************
 RK0352  DESIGNATION -  D 155
 RK0352  PID         -  RK0352
 RK0352  STATE/COUNTY-  MI/MARQUETTE
 RK0352  USGS QUAD   -  CHAMPION (1975)
 RK0352
 RK0352                         *CURRENT SURVEY CONTROL
 RK0352  ___________________________________________________________________
 RK0352* NAD 83(1986)-  46 31 33.     (N)    087 59 28.     (W)     SCALED    
 RK0352* NAVD 88     -       475.115  (meters)    1558.77   (feet)  ADJUSTED  
 RK0352  ___________________________________________________________________
 RK0352  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 RK0352  DYNAMIC HT  -         475.133 (meters)    1558.83  (feet)  COMP
 RK0352  MODELED GRAV-     980,635.0   (mgal)                       NAVD 88
 RK0352
 RK0352  VERT ORDER  -  FIRST     CLASS II
 RK0352
 RK0352.The horizontal coordinates were scaled from a topographic map and have
 RK0352.an estimated accuracy of +/- 6 seconds.
 RK0352
 RK0352.The orthometric height was determined by differential leveling
 RK0352.and adjusted by the National Geodetic Survey in June 1991..
 RK0352
 RK0352.The geoid height was determined by GEOID03.
 RK0352
 RK0352.The dynamic height is computed by dividing the NAVD 88
 RK0352.geopotential number by the normal gravity value computed on the
 RK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0352.degrees latitude (g = 980.6199 gals.).
 RK0352
 RK0352.The modeled gravity was interpolated from observed gravity values.
 RK0352
 RK0352;                    North         East    Units  Estimated Accuracy
 RK0352;SPC MI N     -   194,150.    7,923,960.      MT  (+/- 180 meters Scaled)
 RK0352
 RK0352                          SUPERSEDED SURVEY CONTROL
 RK0352
 RK0352  NGVD 29 (??/??/92)  475.052  (m)         1558.57   (f) ADJ UNCH    1 2
 RK0352
 RK0352.Superseded values are not recommended for survey control.
 RK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0352.See file dsdata.txt to determine how the superseded data were derived.
 RK0352
 RK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS239529(NAD 83)
 RK0352_MARKER: DB = BENCH MARK DISK
 RK0352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RK0352_STAMPING: D 155 1948
 RK0352_MARK LOGO: CGS   
 RK0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0352+STABILITY: SURFACE MOTION
 RK0352
 RK0352  HISTORY     - Date     Condition        Report By
 RK0352  HISTORY     - 1948     MONUMENTED       CGS
 RK0352  HISTORY     - 1985     GOOD             NGS
 RK0352  HISTORY     - 20050919 MARK NOT FOUND   MIDT
 RK0352
 RK0352                          STATION DESCRIPTION
 RK0352
 RK0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0352'1.6 MI W FROM CHAMPION.
 RK0352'ABOUT 1.6 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RK0352'IN CHAMPION, 285 FEET WEST OF THE CENTER LINE OF THE WEST
 RK0352'ENTRANCE TO VAN RIPER STATE PARK, IN THE TOP OF THE SOUTHEAST
 RK0352'END OF THE NORTHEAST HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 RK0352'34 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 RK0352'BELOW THE ROAD.
 RK0352
 RK0352                          STATION RECOVERY (1985)
 RK0352
 RK0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0352'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.4 KM (1.5
 RK0352'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE IN CHAMPION,
 RK0352'IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A 4 BY 4
 RK0352'FOOT BOX CULVERT, 86.8 M (284.8 FT) NORTHWEST OF THE CENTER OF THE
 RK0352'WEST ENTRANCE TO VAN RIPER STATE PARK, AND 10.4 M (34.1 FT) NORTHEAST
 RK0352'OF THE CENTERLINE OF THE HIGHWAY.
 RK0352'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 RK0352
 RK0352                          STATION RECOVERY (2005)
 RK0352
 RK0352'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RK0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0295 ***********************************************************************
 RK0295  DESIGNATION -  D 156
 RK0295  PID         -  RK0295
 RK0295  STATE/COUNTY-  MI/MARQUETTE
 RK0295  USGS QUAD   -  NEGAUNEE (1975)
 RK0295
 RK0295                         *CURRENT SURVEY CONTROL
 RK0295  ___________________________________________________________________
 RK0295* NAD 83(1986)-  46 31 56.     (N)    087 33 25.     (W)     SCALED    
 RK0295* NAVD 88     -       429.939  (meters)    1410.56   (feet)  ADJUSTED  
 RK0295  ___________________________________________________________________
 RK0295  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 RK0295  DYNAMIC HT  -         429.968 (meters)    1410.65  (feet)  COMP
 RK0295  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RK0295
 RK0295  VERT ORDER  -  SECOND    CLASS 0
 RK0295
 RK0295.The horizontal coordinates were scaled from a topographic map and have
 RK0295.an estimated accuracy of +/- 6 seconds.
 RK0295
 RK0295.The orthometric height was determined by differential leveling
 RK0295.and adjusted by the National Geodetic Survey in June 1991..
 RK0295
 RK0295.The geoid height was determined by GEOID03.
 RK0295
 RK0295.The dynamic height is computed by dividing the NAVD 88
 RK0295.geopotential number by the normal gravity value computed on the
 RK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0295.degrees latitude (g = 980.6199 gals.).
 RK0295
 RK0295.The modeled gravity was interpolated from observed gravity values.
 RK0295
 RK0295;                    North         East    Units  Estimated Accuracy
 RK0295;SPC MI N     -   194,530.    7,957,280.      MT  (+/- 180 meters Scaled)
 RK0295
 RK0295                          SUPERSEDED SURVEY CONTROL
 RK0295
 RK0295  NGVD 29 (??/??/92)  429.884  (m)         1410.38   (f) ADJ UNCH    2 0
 RK0295
 RK0295.Superseded values are not recommended for survey control.
 RK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0295.See file dsdata.txt to determine how the superseded data were derived.
 RK0295
 RK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS572533(NAD 83)
 RK0295_MARKER: DB = BENCH MARK DISK
 RK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0295_STAMPING: D 156 1948
 RK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0295+STABILITY: SURFACE MOTION
 RK0295
 RK0295  HISTORY     - Date     Condition        Report By
 RK0295  HISTORY     - 1948     MONUMENTED       CGS
 RK0295  HISTORY     - 1958     GOOD             NGS
 RK0295  HISTORY     - 1980     MARK NOT FOUND   NGS
 RK0295  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0295
 RK0295                          STATION DESCRIPTION
 RK0295
 RK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0295'8.4 MI W FROM MARQUETTE.
 RK0295'8.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0295'MARQUETTE, THENCE 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD
 RK0295'TO MARQUETTE COUNTY AIRPORT, AT THE NORTHWEST CORNER AND IN
 RK0295'LINE WITH THE NORTH SIDE OF THE FUEL SUPPLY HOUSE AT THE
 RK0295'AIRPORT, 3 FEET WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 RK0295'92 FEET NORTH OF THE NORTH WALL OF A HANGAR, 2 FEET SOUTH OF
 RK0295'A WHITE WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST
 RK0295'PROJETING 5 INCHES.
 RK0295
 RK0295                          STATION RECOVERY (1958)
 RK0295
 RK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 RK0295'RECOVERED IN GOOD CONDITION.
 RK0295
 RK0295                          STATION RECOVERY (1980)
 RK0295
 RK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RK0295'MARK NOT FOUND.
 RK0295
 RK0295                          STATION RECOVERY (1985)
 RK0295
 RK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0354 ***********************************************************************
 RK0354  DESIGNATION -  D 157
 RK0354  PID         -  RK0354
 RK0354  STATE/COUNTY-  MI/MARQUETTE
 RK0354  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0354
 RK0354                         *CURRENT SURVEY CONTROL
 RK0354  ___________________________________________________________________
 RK0354* NAD 83(1986)-  46 42 24.     (N)    087 38 27.     (W)     SCALED    
 RK0354* NAVD 88     -       279.484  (meters)     916.94   (feet)  ADJUSTED  
 RK0354  ___________________________________________________________________
 RK0354  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 RK0354  DYNAMIC HT  -         279.506 (meters)     917.01  (feet)  COMP
 RK0354  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 RK0354
 RK0354  VERT ORDER  -  SECOND    CLASS 0
 RK0354
 RK0354.The horizontal coordinates were scaled from a topographic map and have
 RK0354.an estimated accuracy of +/- 6 seconds.
 RK0354
 RK0354.The orthometric height was determined by differential leveling
 RK0354.and adjusted by the National Geodetic Survey in June 1991..
 RK0354
 RK0354.The geoid height was determined by GEOID03.
 RK0354
 RK0354.The dynamic height is computed by dividing the NAVD 88
 RK0354.geopotential number by the normal gravity value computed on the
 RK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0354.degrees latitude (g = 980.6199 gals.).
 RK0354
 RK0354.The modeled gravity was interpolated from observed gravity values.
 RK0354
 RK0354;                    North         East    Units  Estimated Accuracy
 RK0354;SPC MI N     -   213,970.    7,951,000.      MT  (+/- 180 meters Scaled)
 RK0354
 RK0354                          SUPERSEDED SURVEY CONTROL
 RK0354
 RK0354  NGVD 29 (??/??/92)  279.439  (m)          916.79   (f) ADJ UNCH    2 0
 RK0354
 RK0354.Superseded values are not recommended for survey control.
 RK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0354.See file dsdata.txt to determine how the superseded data were derived.
 RK0354
 RK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS510727(NAD 83)
 RK0354_MARKER: DB = BENCH MARK DISK
 RK0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0354_STAMPING: D 157 1948
 RK0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0354+STABILITY: SURFACE MOTION
 RK0354
 RK0354  HISTORY     - Date     Condition        Report By
 RK0354  HISTORY     - 1948     MONUMENTED       CGS
 RK0354  HISTORY     - 19820820 MARK NOT FOUND   USGS
 RK0354
 RK0354                          STATION DESCRIPTION
 RK0354
 RK0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0354'4.9 MI NW FROM BIRCH.
 RK0354'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0354'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 2.0 MILES
 RK0354'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, ABOUT 300 FEET
 RK0354'NORTHWEST OF A SMALL LOG CULVERT, IN A SMALL CLEARING ON
 RK0354'NORTHEAST SIDE OF ROAD, 24 FEET NORTHEAST OF THE CENTER LINE
 RK0354'OF THE ROAD, 15 FEET WEST OF A 20-INCH TRIANULAR BLAZED PINE
 RK0354'TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 RK0354'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0354'4 INCHES.
 RK0354
 RK0354                          STATION RECOVERY (1982)
 RK0354
 RK0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (RCP)
 RK0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0911 ***********************************************************************
 NF0911  DESIGNATION -  D 159
 NF0911  PID         -  NF0911
 NF0911  STATE/COUNTY-  MI/ALLEGAN
 NF0911  USGS QUAD   -  WAYLAND (1982)
 NF0911
 NF0911                         *CURRENT SURVEY CONTROL
 NF0911  ___________________________________________________________________
 NF0911* NAD 83(1986)-  42 43 30.     (N)    085 39 46.     (W)     SCALED    
 NF0911* NAVD 88     -       235.730  (meters)     773.39   (feet)  ADJUSTED  
 NF0911  ___________________________________________________________________
 NF0911  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF0911  DYNAMIC HT  -         235.665 (meters)     773.18  (feet)  COMP
 NF0911  MODELED GRAV-     980,338.1   (mgal)                       NAVD 88
 NF0911
 NF0911  VERT ORDER  -  SECOND    CLASS 0
 NF0911
 NF0911.The horizontal coordinates were scaled from a topographic map and have
 NF0911.an estimated accuracy of +/- 6 seconds.
 NF0911
 NF0911.The orthometric height was determined by differential leveling
 NF0911.and adjusted by the National Geodetic Survey in June 1991..
 NF0911
 NF0911.The geoid height was determined by GEOID03.
 NF0911
 NF0911.The dynamic height is computed by dividing the NAVD 88
 NF0911.geopotential number by the normal gravity value computed on the
 NF0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0911.degrees latitude (g = 980.6199 gals.).
 NF0911
 NF0911.The modeled gravity was interpolated from observed gravity values.
 NF0911
 NF0911;                    North         East    Units  Estimated Accuracy
 NF0911;SPC MI S     -   136,890.    3,893,860.      MT  (+/- 180 meters Scaled)
 NF0911
 NF0911                          SUPERSEDED SURVEY CONTROL
 NF0911
 NF0911  NGVD 29 (??/??/92)  235.860  (m)          773.82   (f) ADJ UNCH    2 0
 NF0911
 NF0911.Superseded values are not recommended for survey control.
 NF0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0911.See file dsdata.txt to determine how the superseded data were derived.
 NF0911
 NF0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN094311(NAD 83)
 NF0911_MARKER: DB = BENCH MARK DISK
 NF0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0911_STAMPING: D 159 1948
 NF0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0911+STABILITY: SURFACE MOTION
 NF0911
 NF0911  HISTORY     - Date     Condition        Report By
 NF0911  HISTORY     - 1948     MONUMENTED       CGS
 NF0911  HISTORY     - 1987     GOOD             USPSQD
 NF0911  HISTORY     - 1989     GOOD             USPSQD
 NF0911  HISTORY     - 1991     GOOD             USPSQD
 NF0911
 NF0911                          STATION DESCRIPTION
 NF0911
 NF0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0911'1.2 MI S FROM MOLINE.
 NF0911'ABOUT 1.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 NF0911'STATION AT MOLINE, THENCE ABOUT 400 FEET WEST ALONG COUNTY ROAD
 NF0911'26, SET IN THE NORTHWEST CORNER OF A NORTH-SOUTH CROSS ROAD,
 NF0911'57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 23 FEET WEST OF THE
 NF0911'CENTER LINE OF THE CROSS ROAD, 44 FEET NORTHEAST OF A POWER POLE,
 NF0911'28 FEET NORTH OF A 28-INCH TREE AT A FENCE CORNER, 3 FEET
 NF0911'EAST OF A NORTH-SOUTH FENCE LINE, 1 1/2 FEET NORTHEAST OF A
 NF0911'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN
 NF0911'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0911
 NF0911                          STATION RECOVERY (1987)
 NF0911
 NF0911'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0911'RECOVERED IN GOOD CONDITION.
 NF0911
 NF0911                          STATION RECOVERY (1989)
 NF0911
 NF0911'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0911'RECOVERED IN GOOD CONDITION.
 NF0911
 NF0911                          STATION RECOVERY (1991)
 NF0911
 NF0911'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0911'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1171 ***********************************************************************
 NE1171  DESIGNATION -  D 16
 NE1171  PID         -  NE1171
 NE1171  STATE/COUNTY-  MI/MACOMB
 NE1171  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE1171
 NE1171                         *CURRENT SURVEY CONTROL
 NE1171  ___________________________________________________________________
 NE1171* NAD 83(1994)-  42 35 56.97972(N)    082 49 13.21451(W)     ADJUSTED  
 NE1171* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 NE1171  ___________________________________________________________________
 NE1171  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 NE1171  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE1171
 NE1171  HORZ ORDER  -  SECOND
 NE1171
 NE1171.The horizontal coordinates were established by classical geodetic methods
 NE1171.and adjusted by the National Geodetic Survey in February 1997..
 NE1171
 NE1171.The orthometric height was scaled from a topographic map.
 NE1171
 NE1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1171
 NE1171.The geoid height was determined by GEOID03.
 NE1171
 NE1171;                    North         East     Units Scale Factor Converg.
 NE1171;SPC MI S     -   123,257.112 4,126,888.328   MT  0.99991926   +1 03 08.4
 NE1171;SPC MI S     -   404,386.85 13,539,659.87   iFT  0.99991926   +1 03 08.4
 NE1171;UTM  17      - 4,717,909.860   350,664.330   MT  0.99987438   -1 13 56.5
 NE1171
 NE1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1171!SPC MI S     -   0.99997787  x   0.99991926  =   0.99989713
 NE1171!UTM  17      -   0.99997787  x   0.99987438  =   0.99985225
 NE1171
 NE1171|---------------------------------------------------------------------|
 NE1171| PID    Reference Object                     Distance      Geod. Az  |
 NE1171|                                                           dddmmss.s |
 NE1171| CH0933 D 16 RM 1                            19.222 METERS 02406     |
 NE1171| NE1175 TTR 16 1957                          16.787 METERS 09114     |
 NE1171| CH0934 D 16 RM 2                            19.758 METERS 15454     |
 NE1171| NE1176 D 16 RANGE FINDER 1957              177.791 METERS 18227     |
 NE1171| NE1186 MACOMB                              APPROX. 4.7 KM 2670442.4 |
 NE1171| NE1183 MT CLEMENS CATH CHURCH USLS         APPROX. 4.8 KM 2711700.6 |
 NE1171| NE1179 TVOR SELFRIDGE AFB SFV              APPROX. 1.6 KM 2855004.1 |
 NE1171| NE1169 SELFRIDGE AFB CONTROL TOWER         APPROX. 1.3 KM 3134933.8 |
 NE1171|---------------------------------------------------------------------|
 NE1171
 NE1171                          SUPERSEDED SURVEY CONTROL
 NE1171
 NE1171  NAD 83(1986)-  42 35 56.98294(N)    082 49 13.24937(W) AD(       ) 2
 NE1171  NAD 27      -  42 35 56.85580(N)    082 49 13.54720(W) AD(       ) 2
 NE1171
 NE1171.Superseded values are not recommended for survey control.
 NE1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1171.See file dsdata.txt to determine how the superseded data were derived.
 NE1171
 NE1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5066417910(NAD 83)
 NE1171_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1171
 NE1171  HISTORY     - Date     Condition        Report By
 NE1171  HISTORY     - 1957     MONUMENTED       CGS
 NE1171  HISTORY     - 19880929 GOOD             USPSQD
 NE1171  HISTORY     - 19990807 MARK NOT FOUND   USPSQD
 NE1171
 NE1171                          STATION DESCRIPTION
 NE1171
 NE1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1171'THE STATION IS ABOUT 3 MILES EAST OF MOUNT CLEMENS AT THE U.S. ARMY
 NE1171'NIKE SITE D-16, LOCATED IN THE
 NE1171'SOUTHEASTERN PART OF SELFRIDGE AIR FORCE BASE.  IT IS IN THE
 NE1171'NORTHWEST CORNER OF THE WIRE
 NE1171'ENCLOSED NIKE SITE,
 NE1171'137 FEET NORTHWEST OF THE SOUTHEAST
 NE1171'CORNER OF THE CONCRETE BLOCK POWER HOUSE BUILDING,
 NE1171'5 FEET EAST OF THE HIGH WOVEN WIRE FENCE CORNER AND 9
 NE1171'FEET SOUTH OF A WHITE WITNESS
 NE1171'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 16 1957.
 NE1171'
 NE1171'TO REACH THE STATION FROM THE GATE AT THE SOUTHEAST ENTRANCE TO THE
 NE1171'SELFRIDGE AIR FORCE BASE, GO
 NE1171'WEST AND SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD
 NE1171'RIGHT.
 NE1171'
 NE1171'TURN RIGHT AND GO NORTHWEST ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 NE1171'PARKING AREA AND ARMY BARRACKS
 NE1171'ON THE LEFT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.1 MILE TO A
 NE1171'WIRE GATE AT THE ENTRANCE TO THE
 NE1171'NIKE SITE.  PASS THROUGH THE GATE AND BEAR LEFT ALONG THE
 NE1171'EAST SIDE OF THE HIGH WIRE FENCE TO THE FENCE
 NE1171'CORNER AND THE STATION.
 NE1171'
 NE1171'REFERENCE MARK 1 IS AT THE NORTHEAST CORNER OF THE WIRE ENCLOSED NIKE
 NE1171'SITE AREA, 1 FOOT SOUTH OF
 NE1171'THE WIRE FENCE CORNER.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 NE1171'D 16 NO 1 1957.
 NE1171'
 NE1171'REFERENCE MARK 2 IS 91 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 NE1171'POWER HOUSE BUILDING AND 1
 NE1171'FOOT EAST OF THE HIGH WOVEN WIRE FENCE.  THE MONUMENT IS FLUSH AND
 NE1171'THE DISK IS STAMPED D 16 NO 2
 NE1171'1957.
 NE1171'
 NE1171'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NE1171
 NE1171                          STATION RECOVERY (1988)
 NE1171
 NE1171'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBR)
 NE1171'RECOVERED IN GOOD CONDITION.
 NE1171
 NE1171                          STATION RECOVERY (1999)
 NE1171
 NE1171'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0181 ***********************************************************************
 RL0181  DESIGNATION -  D 160
 RL0181  PID         -  RL0181
 RL0181  STATE/COUNTY-  MI/BARAGA
 RL0181  USGS QUAD   -  ALBERTA (1985)
 RL0181
 RL0181                         *CURRENT SURVEY CONTROL
 RL0181  ___________________________________________________________________
 RL0181* NAD 83(1986)-  46 43 11.     (N)    088 25 51.     (W)     SCALED    
 RL0181* NAVD 88     -       294.394  (meters)     965.86   (feet)  ADJUSTED  
 RL0181  ___________________________________________________________________
 RL0181  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 RL0181  DYNAMIC HT  -         294.408 (meters)     965.90  (feet)  COMP
 RL0181  MODELED GRAV-     980,653.9   (mgal)                       NAVD 88
 RL0181
 RL0181  VERT ORDER  -  SECOND    CLASS 0
 RL0181
 RL0181.The horizontal coordinates were scaled from a topographic map and have
 RL0181.an estimated accuracy of +/- 6 seconds.
 RL0181
 RL0181.The orthometric height was determined by differential leveling
 RL0181.and adjusted by the National Geodetic Survey in June 1991..
 RL0181
 RL0181.The geoid height was determined by GEOID03.
 RL0181
 RL0181.The dynamic height is computed by dividing the NAVD 88
 RL0181.geopotential number by the normal gravity value computed on the
 RL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0181.degrees latitude (g = 980.6199 gals.).
 RL0181
 RL0181.The modeled gravity was interpolated from observed gravity values.
 RL0181
 RL0181;                    North         East    Units  Estimated Accuracy
 RL0181;SPC MI N     -   216,210.    7,890,620.      MT  (+/- 180 meters Scaled)
 RL0181
 RL0181                          SUPERSEDED SURVEY CONTROL
 RL0181
 RL0181  NGVD 29 (??/??/92)  294.362  (m)          965.75   (f) ADJ UNCH    2 0
 RL0181
 RL0181.Superseded values are not recommended for survey control.
 RL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0181.See file dsdata.txt to determine how the superseded data were derived.
 RL0181
 RL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS906750(NAD 83)
 RL0181_MARKER: DB = BENCH MARK DISK
 RL0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0181_STAMPING: D 160 1948
 RL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0181+STABILITY: SURFACE MOTION
 RL0181
 RL0181  HISTORY     - Date     Condition        Report By
 RL0181  HISTORY     - 1948     MONUMENTED       CGS
 RL0181  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0181  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0181
 RL0181                          STATION DESCRIPTION
 RL0181
 RL0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0181'3.2 MI SE FROM L ANSE.
 RL0181'ABOUT 3.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0181'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, AT MUZZYS
 RL0181'AIRPORT, ABOUT 0.15 MILE SOUTH OF THE CROSSING OF THE D.S.S.
 RL0181'AND A. RY., 2.5 FEET NORTH OF THE NORTH FACE OF A QUANSET TYPE
 RL0181'METAL HANGAR, 50.5 FEET EAST OF THE NORTHWEST CORNER OF THE
 RL0181'HANGAR, 30.8 FEET WEST OF THE NORTHEAST CORNER OF THE HANGAR,
 RL0181'1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 RL0181'TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RL0181
 RL0181                          STATION RECOVERY (1982)
 RL0181
 RL0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0181'MARK NOT FOUND.
 RL0181
 RL0181                          STATION RECOVERY (1992)
 RL0181
 RL0181'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0132 ***********************************************************************
 RL0132  DESIGNATION -  D 161
 RL0132  PID         -  RL0132
 RL0132  STATE/COUNTY-  MI/BARAGA
 RL0132  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0132
 RL0132                         *CURRENT SURVEY CONTROL
 RL0132  ___________________________________________________________________
 RL0132* NAD 83(1986)-  46 46 21.     (N)    088 11 18.     (W)     SCALED    
 RL0132* NAVD 88     -       399.233  (meters)    1309.82   (feet)  ADJUSTED  
 RL0132  ___________________________________________________________________
 RL0132  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 RL0132  DYNAMIC HT  -         399.249 (meters)    1309.87  (feet)  COMP
 RL0132  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 RL0132
 RL0132  VERT ORDER  -  SECOND    CLASS 0
 RL0132
 RL0132.The horizontal coordinates were scaled from a topographic map and have
 RL0132.an estimated accuracy of +/- 6 seconds.
 RL0132
 RL0132.The orthometric height was determined by differential leveling
 RL0132.and adjusted by the National Geodetic Survey in June 1991..
 RL0132
 RL0132.The geoid height was determined by GEOID03.
 RL0132
 RL0132.The dynamic height is computed by dividing the NAVD 88
 RL0132.geopotential number by the normal gravity value computed on the
 RL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0132.degrees latitude (g = 980.6199 gals.).
 RL0132
 RL0132.The modeled gravity was interpolated from observed gravity values.
 RL0132
 RL0132;                    North         East    Units  Estimated Accuracy
 RL0132;SPC MI N     -   221,770.    7,909,250.      MT  (+/- 180 meters Scaled)
 RL0132
 RL0132                          SUPERSEDED SURVEY CONTROL
 RL0132
 RL0132  NGVD 29 (??/??/92)  399.194  (m)         1309.69   (f) ADJ UNCH    2 0
 RL0132
 RL0132.Superseded values are not recommended for survey control.
 RL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0132.See file dsdata.txt to determine how the superseded data were derived.
 RL0132
 RL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS092805(NAD 83)
 RL0132_MARKER: DB = BENCH MARK DISK
 RL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0132_STAMPING: D 161 1948
 RL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0132+STABILITY: SURFACE MOTION
 RL0132
 RL0132  HISTORY     - Date     Condition        Report By
 RL0132  HISTORY     - 1948     MONUMENTED       CGS
 RL0132
 RL0132                          STATION DESCRIPTION
 RL0132
 RL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0132'14.8 MI E FROM L ANSE.
 RL0132'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0132'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0132'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0132'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0132'2.3 MILES EAST ALONG A LOGGING TRAIL, THENCE ABOUT 0.2 MILE
 RL0132'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0132'THENCE ABOUT 0.4 MILE NORTHEAST ALONG A TRAIL, ABOUT 0.1 MILE
 RL0132'SOUTHWEST OF THE JUNCTION OF A TRAIL SOUTH, AT THE TOP OF A LOW
 RL0132'GRADE, 20 FEET SOUTH OF THE CENTER LINE OF THE TRAIL, 8.5 FEET
 RL0132'WEST-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH HEMLOCK TREE, 11
 RL0132'FEET NORTH OF A TRIANGULAR BLAZED 12-INCH MAPLE TREE, 1 1/2
 RL0132'FEET ABOVE THE TRAIL AND SET IN THE TOP OF A CONCRETE POST
 RL0132'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0935 ***********************************************************************
 NF0935  DESIGNATION -  D 162
 NF0935  PID         -  NF0935
 NF0935  STATE/COUNTY-  MI/ALLEGAN
 NF0935  USGS QUAD   -  MILLGROVE (1981)
 NF0935
 NF0935                         *CURRENT SURVEY CONTROL
 NF0935  ___________________________________________________________________
 NF0935* NAD 83(1986)-  42 32 57.     (N)    085 59 43.     (W)     SCALED    
 NF0935* NAVD 88     -       203.935  (meters)     669.08   (feet)  ADJUSTED  
 NF0935  ___________________________________________________________________
 NF0935  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0935  DYNAMIC HT  -         203.880 (meters)     668.90  (feet)  COMP
 NF0935  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 NF0935
 NF0935  VERT ORDER  -  SECOND    CLASS 0
 NF0935
 NF0935.The horizontal coordinates were scaled from a topographic map and have
 NF0935.an estimated accuracy of +/- 6 seconds.
 NF0935
 NF0935.The orthometric height was determined by differential leveling
 NF0935.and adjusted by the National Geodetic Survey in June 1991..
 NF0935
 NF0935.The geoid height was determined by GEOID03.
 NF0935
 NF0935.The dynamic height is computed by dividing the NAVD 88
 NF0935.geopotential number by the normal gravity value computed on the
 NF0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0935.degrees latitude (g = 980.6199 gals.).
 NF0935
 NF0935.The modeled gravity was interpolated from observed gravity values.
 NF0935
 NF0935;                    North         East    Units  Estimated Accuracy
 NF0935;SPC MI S     -   117,830.    3,866,250.      MT  (+/- 180 meters Scaled)
 NF0935
 NF0935                          SUPERSEDED SURVEY CONTROL
 NF0935
 NF0935  NGVD 29 (??/??/92)  204.078  (m)          669.55   (f) ADJ UNCH    2 0
 NF0935
 NF0935.Superseded values are not recommended for survey control.
 NF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0935.See file dsdata.txt to determine how the superseded data were derived.
 NF0935
 NF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN824112(NAD 83)
 NF0935_MARKER: DB = BENCH MARK DISK
 NF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0935_STAMPING: D 162 1948
 NF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0935+STABILITY: SURFACE MOTION
 NF0935
 NF0935  HISTORY     - Date     Condition        Report By
 NF0935  HISTORY     - 1948     MONUMENTED       CGS
 NF0935  HISTORY     - 1983     GOOD             LOCSUR
 NF0935  HISTORY     - 1988     GOOD             USPSQD
 NF0935  HISTORY     - 19950817 GOOD             USPSQD
 NF0935
 NF0935                          STATION DESCRIPTION
 NF0935
 NF0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0935'5.1 MI E FROM PEARL.
 NF0935'5.1 MILES EAST ALONG STATE HIGHWAY 89 FROM THE CROSSING OF THE
 NF0935'CHESAPEAKE AND OHIO RAILWAY AT PEARL, AT A NORTH-SOUTH CROSSROAD
 NF0935'AND THE ALLEGAN FOREST, DEPARMENT OF CONSERVATION HEADQUARTERS,
 NF0935'130 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 27 FEET EAST
 NF0935'OF THE CENTER LINE OF THE ROAD SOUTH, 63.5 FEET WEST-NORTHWEST
 NF0935'OF THE NORTHWEST CORNER OF A SHOP BUILDING, 14 FEET NORTH OF A
 NF0935'3-INCH PINE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0935'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0935'PROJECTING 3 INCHES.
 NF0935
 NF0935                          STATION RECOVERY (1983)
 NF0935
 NF0935'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0935'RECOVERED IN GOOD CONDITION.
 NF0935
 NF0935                          STATION RECOVERY (1988)
 NF0935
 NF0935'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0935'RECOVERED IN GOOD CONDITION.
 NF0935
 NF0935                          STATION RECOVERY (1995)
 NF0935
 NF0935'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0076 ***********************************************************************
 RL0076  DESIGNATION -  D 163
 RL0076  PID         -  RL0076
 RL0076  STATE/COUNTY-  MI/BARAGA
 RL0076  USGS QUAD   -  L'ANSE (1985)
 RL0076
 RL0076                         *CURRENT SURVEY CONTROL
 RL0076  ___________________________________________________________________
 RL0076* NAD 83(1986)-  46 49 08.     (N)    088 24 15.     (W)     SCALED    
 RL0076* NAVD 88     -       188.937  (meters)     619.87   (feet)  ADJUSTED  
 RL0076  ___________________________________________________________________
 RL0076  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 RL0076  DYNAMIC HT  -         188.948 (meters)     619.91  (feet)  COMP
 RL0076  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RL0076
 RL0076  VERT ORDER  -  SECOND    CLASS 0
 RL0076
 RL0076.The horizontal coordinates were scaled from a topographic map and have
 RL0076.an estimated accuracy of +/- 6 seconds.
 RL0076
 RL0076.The orthometric height was determined by differential leveling
 RL0076.and adjusted by the National Geodetic Survey in June 1991..
 RL0076
 RL0076.The geoid height was determined by GEOID03.
 RL0076
 RL0076.The dynamic height is computed by dividing the NAVD 88
 RL0076.geopotential number by the normal gravity value computed on the
 RL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0076.degrees latitude (g = 980.6199 gals.).
 RL0076
 RL0076.The modeled gravity was interpolated from observed gravity values.
 RL0076
 RL0076;                    North         East    Units  Estimated Accuracy
 RL0076;SPC MI N     -   227,190.    7,892,860.      MT  (+/- 180 meters Scaled)
 RL0076
 RL0076                          SUPERSEDED SURVEY CONTROL
 RL0076
 RL0076  NGVD 29 (??/??/92)  188.908  (m)          619.78   (f) ADJ UNCH    2 0
 RL0076
 RL0076.Superseded values are not recommended for survey control.
 RL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0076.See file dsdata.txt to determine how the superseded data were derived.
 RL0076
 RL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS928859(NAD 83)
 RL0076_MARKER: DB = BENCH MARK DISK
 RL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0076_STAMPING: D 163 1948
 RL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0076+STABILITY: SURFACE MOTION
 RL0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0076+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 RL0076
 RL0076  HISTORY     - Date     Condition        Report By
 RL0076  HISTORY     - 1948     MONUMENTED       CGS
 RL0076  HISTORY     - 20050705 GOOD             GEOCAC
 RL0076
 RL0076                          STATION DESCRIPTION
 RL0076
 RL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0076'5 MI N FROM L ANSE.
 RL0076'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0076'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0076'NORTH ALONG A GRAVEL ROAD, TEHNCE ABOUT 1.55 MILES NORTHEAST
 RL0076'ALONG THE PEQUAMING ROAD, AT A DIM ROAD SOUTHEAST, ACROSS THE
 RL0076'ROAD FROM A GROUP OF SHINGLE FARM BUILDINGS, 52 FEET
 RL0076'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 26 FEET SOUTHEAST
 RL0076'OF THE CENTER LINE OF THE ROAD, 45 FEET NORTHEAST OF THE CENTER
 RL0076'LINE OF THE DIM ROAD SOUTHEAST, 22 1/2 FEET WEST OF THE WEST
 RL0076'CORNER OF A SMALL CABIN, 30 FEET NORTHWEST OF A LONE 9-INCH
 RL0076'SPRUCE TREE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 FOOT ABOVE
 RL0076'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 RL0076'INCHES.
 RL0076
 RL0076                          STATION RECOVERY (2005)
 RL0076
 RL0076'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0076'NAD 83(1986)-  46 49 06.2  (N)    088 24 19.5  (W)  HANDHELD GPS
 RL0076' 
 RL0076'THE DIM ROAD SOUTHEAST IS NOW N. JOHNSON ROAD.  IT IS 0.5 FT NW OF A
 RL0076'METAL POST WITH SIGN '15153 PAQUAMING RD', FLUSH WITH GROUND AND ABOUT
 RL0076'2 FT BELOW LEVEL WITH MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0108 ***********************************************************************
 RL0108  DESIGNATION -  D 164
 RL0108  PID         -  RL0108
 RL0108  STATE/COUNTY-  MI/BARAGA
 RL0108  USGS QUAD   -  MC COMB CORNER (1984)
 RL0108
 RL0108                         *CURRENT SURVEY CONTROL
 RL0108  ___________________________________________________________________
 RL0108* NAD 83(1986)-  46 52 29.     (N)    088 06 30.     (W)     SCALED    
 RL0108* NAVD 88     -       256.541  (meters)     841.67   (feet)  ADJUSTED  
 RL0108  ___________________________________________________________________
 RL0108  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 RL0108  DYNAMIC HT  -         256.558 (meters)     841.72  (feet)  COMP
 RL0108  MODELED GRAV-     980,673.8   (mgal)                       NAVD 88
 RL0108
 RL0108  VERT ORDER  -  SECOND    CLASS 0
 RL0108
 RL0108.The horizontal coordinates were scaled from a topographic map and have
 RL0108.an estimated accuracy of +/- 6 seconds.
 RL0108
 RL0108.The orthometric height was determined by differential leveling
 RL0108.and adjusted by the National Geodetic Survey in June 1991..
 RL0108
 RL0108.The geoid height was determined by GEOID03.
 RL0108
 RL0108.The dynamic height is computed by dividing the NAVD 88
 RL0108.geopotential number by the normal gravity value computed on the
 RL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0108.degrees latitude (g = 980.6199 gals.).
 RL0108
 RL0108.The modeled gravity was interpolated from observed gravity values.
 RL0108
 RL0108;                    North         East    Units  Estimated Accuracy
 RL0108;SPC MI N     -   233,040.    7,915,510.      MT  (+/- 180 meters Scaled)
 RL0108
 RL0108                          SUPERSEDED SURVEY CONTROL
 RL0108
 RL0108  NGVD 29 (??/??/92)  256.505  (m)          841.55   (f) ADJ UNCH    2 0
 RL0108
 RL0108.Superseded values are not recommended for survey control.
 RL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0108.See file dsdata.txt to determine how the superseded data were derived.
 RL0108
 RL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS155918(NAD 83)
 RL0108_MARKER: DB = BENCH MARK DISK
 RL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0108_STAMPING: D 164 1948
 RL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0108+STABILITY: SURFACE MOTION
 RL0108
 RL0108  HISTORY     - Date     Condition        Report By
 RL0108  HISTORY     - 1948     MONUMENTED       CGS
 RL0108  HISTORY     - 20050701 MARK NOT FOUND   GEOCAC
 RL0108
 RL0108                          STATION DESCRIPTION
 RL0108
 RL0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0108'7.8 MI E FROM SKANEE.
 RL0108'ABOUT 0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0108'SKANEE, THENCE ABOUT 1.5 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT
 RL0108'2.0 MILES EAST, ABOUT 0.5 MILE NORTH, ABOUT 1.5 MILES EAST AND
 RL0108'ABOUT 1.45 MILES SOUTH ALONG GRAVEL ROADS, ABOUT 0.6 MILE NORTH
 RL0108'OF THE ROAD JUNCTION AT MC COMBS CORNER, ABOUT 0.45 MILE SOUTH
 RL0108'OF A ROAD EAST TO FINCH LODGE, AT THE SOUTHEAST CORNER OF AN
 RL0108'ORCHARD AND AT AN OLD SITE OF FARM HOUSE, 28 FEET WEST OF THE
 RL0108'CENTER LINE OF THE ROAD, 32 FEET SOUTH OF A 16-INCH FORKED
 RL0108'POPLAR TREE, 21 FEET EAST-SOUTHEAST OF A 10-INCH APPLE TREE AT
 RL0108'SOUTHEAST CORNER OF ORCHARD, 10 FEET NORTH OF THE CENTER LINE
 RL0108'OF THE DRIVE TO OLD FARM SITE, 1 FOOT WEST OF THE FENCE LINE,
 RL0108'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0108'PROJECTING 6 INCHES.
 RL0108
 RL0108                          STATION RECOVERY (2005)
 RL0108
 RL0108'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0108'THERE HAS BEEN ROAD CONSTRUCTION (2-3 FT GRADE LIFT) ALONG THIS NOW
 RL0108'PAVED ROAD. THE MARK APPEARS TO HAVE BEEN WITHIN THE GRADED AREA.  THE
 RL0108'OLD APPLE ORCHARD IS STILL THERE, NO FENCE, DRIVEWAY, OR ANY OF THE
 RL0108'1948 TREES WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0130 ***********************************************************************
 RK0130  DESIGNATION -  D 165
 RK0130  PID         -  RK0130
 RK0130  STATE/COUNTY-  MI/MARQUETTE
 RK0130  USGS QUAD   -  MARQUETTE (1975)
 RK0130
 RK0130                         *CURRENT SURVEY CONTROL
 RK0130  ___________________________________________________________________
 RK0130* NAD 83(1986)-  46 34 30.     (N)    087 25 19.     (W)     SCALED    
 RK0130* NAVD 88     -       203.835  (meters)     668.75   (feet)  ADJUSTED  
 RK0130  ___________________________________________________________________
 RK0130  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0130  DYNAMIC HT  -         203.853 (meters)     668.81  (feet)  COMP
 RK0130  MODELED GRAV-     980,701.9   (mgal)                       NAVD 88
 RK0130
 RK0130  VERT ORDER  -  SECOND    CLASS 0
 RK0130
 RK0130.The horizontal coordinates were scaled from a topographic map and have
 RK0130.an estimated accuracy of +/- 6 seconds.
 RK0130
 RK0130.The orthometric height was determined by differential leveling
 RK0130.and adjusted by the National Geodetic Survey in June 1991..
 RK0130
 RK0130.The geoid height was determined by GEOID03.
 RK0130
 RK0130.The dynamic height is computed by dividing the NAVD 88
 RK0130.geopotential number by the normal gravity value computed on the
 RK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0130.degrees latitude (g = 980.6199 gals.).
 RK0130
 RK0130.The modeled gravity was interpolated from observed gravity values.
 RK0130
 RK0130;                    North         East    Units  Estimated Accuracy
 RK0130;SPC MI N     -   199,220.    7,967,660.      MT  (+/- 180 meters Scaled)
 RK0130
 RK0130                          SUPERSEDED SURVEY CONTROL
 RK0130
 RK0130  NGVD 29 (??/??/92)  203.798  (m)          668.63   (f) ADJ UNCH    2 0
 RK0130
 RK0130.Superseded values are not recommended for survey control.
 RK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0130.See file dsdata.txt to determine how the superseded data were derived.
 RK0130
 RK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS676580(NAD 83)
 RK0130_MARKER: DB = BENCH MARK DISK
 RK0130_SETTING: 66 = SET IN ROCK OUTCROP
 RK0130_SP_SET: ROCK OUTCROP
 RK0130_STAMPING: D 165 1948
 RK0130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0130+STABILITY: POSITION/ELEVATION WELL
 RK0130
 RK0130  HISTORY     - Date     Condition        Report By
 RK0130  HISTORY     - 1948     MONUMENTED       CGS
 RK0130  HISTORY     - 1979     GOOD             LOCENG
 RK0130  HISTORY     - 1985     GOOD             NGS
 RK0130  HISTORY     - 20010331 GOOD             NGS
 RK0130  HISTORY     - 20050906 GOOD             USPSQD
 RK0130
 RK0130                          STATION DESCRIPTION
 RK0130
 RK0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0130'2.3 MI NW FROM MARQUETTE.
 RK0130'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0130'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 1.75 MILES
 RK0130'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.6 MILE NORTHWEST OF THE
 RK0130'BRIDGE OVER DEAD RIVER, AT THE CROSSING OF THE LAKE SUPERIOR
 RK0130'AND ISHPEMING RAILWAY, 116 FEET SOUTHEAST OF THE CENTER OF THE
 RK0130'CROSSING, 90 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 66 FEET
 RK0130'EAST OF THE CENTER LINE OF THE ROAD, 44 FEET SOUTH OF THE RY.
 RK0130'R/W FENCE LINE, AND SET IN THE TOP OF A PROMINENT OUTCROPPING
 RK0130'ROCK, 8 FEET SOUTH OF THE NORTH EDGE OF THE ROCK, 10 FEET EAST
 RK0130'OF THE WEST EDGE OF THE ROCK AND ABOUT 1 1/2 FEET ABOVE THE
 RK0130'ROAD.
 RK0130
 RK0130                          STATION RECOVERY (1979)
 RK0130
 RK0130'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (1985)
 RK0130
 RK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0130'RECOVERED IN GOOD CONDITION.
 RK0130
 RK0130                          STATION RECOVERY (2001)
 RK0130
 RK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0130'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0130
 RK0130                          STATION RECOVERY (2005)
 RK0130
 RK0130'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0385 ***********************************************************************
 NF0385  DESIGNATION -  D 166
 NF0385  PID         -  NF0385
 NF0385  STATE/COUNTY-  MI/IONIA
 NF0385  USGS QUAD   -  LAKE ODESSA (1978)
 NF0385
 NF0385                         *CURRENT SURVEY CONTROL
 NF0385  ___________________________________________________________________
 NF0385* NAD 83(1994)-  42 46 11.23969(N)    085 12 44.59818(W)     ADJUSTED  
 NF0385* NAVD 88     -       261.070  (meters)     856.53   (feet)  ADJUSTED  
 NF0385  ___________________________________________________________________
 NF0385  X           -     391,398.853 (meters)                     COMP
 NF0385  Y           -  -4,673,162.054 (meters)                     COMP
 NF0385  Z           -   4,308,917.258 (meters)                     COMP
 NF0385  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NF0385  ELLIP HEIGHT-         227.27  (meters)          (07/17/02) GPS OBS
 NF0385  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NF0385  DYNAMIC HT  -         260.993 (meters)     856.27  (feet)  COMP
 NF0385  MODELED GRAV-     980,318.9   (mgal)                       NAVD 88
 NF0385
 NF0385  HORZ ORDER  -  SECOND
 NF0385  VERT ORDER  -  SECOND    CLASS 0
 NF0385  ELLP ORDER  -  FOURTH    CLASS I
 NF0385
 NF0385.The horizontal coordinates were established by GPS observations
 NF0385.and adjusted by the National Geodetic Survey in February 1997..
 NF0385
 NF0385.The orthometric height was determined by differential leveling
 NF0385.and adjusted by the National Geodetic Survey in June 1991..
 NF0385
 NF0385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0385
 NF0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0385
 NF0385.The ellipsoidal height was determined by GPS observations
 NF0385.and is referenced to NAD 83.
 NF0385
 NF0385.The geoid height was determined by GEOID03.
 NF0385
 NF0385.The dynamic height is computed by dividing the NAVD 88
 NF0385.geopotential number by the normal gravity value computed on the
 NF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0385.degrees latitude (g = 980.6199 gals.).
 NF0385
 NF0385.The modeled gravity was interpolated from observed gravity values.
 NF0385
 NF0385;                    North         East     Units Scale Factor Converg.
 NF0385;SPC MI S     -   141,392.260 3,930,789.609   MT  0.99990889   -0 34 31.9
 NF0385;SPC MI S     -   463,885.37 12,896,291.37   iFT  0.99990889   -0 34 31.9
 NF0385;UTM  16      - 4,736,800.260   646,249.946   MT  0.99986315   +1 12 50.8
 NF0385
 NF0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0385!SPC MI S     -   0.99996436  x   0.99990889  =   0.99987325
 NF0385!UTM  16      -   0.99996436  x   0.99986315  =   0.99982751
 NF0385
 NF0385                          SUPERSEDED SURVEY CONTROL
 NF0385
 NF0385  ELLIP H (02/03/97)  227.29   (m)                       GP(       ) 4 1
 NF0385  NAD 83(1986)-  42 46 11.23868(N)    085 12 44.61314(W) AD(       ) 2
 NF0385  NAVD 88 (10/25/93)  261.07   (m)          856.5    (f) LEVELING    3  
 NF0385  NGVD 29 (??/??/92)  261.191  (m)          856.92   (f) ADJ UNCH    2 0
 NF0385
 NF0385.Superseded values are not recommended for survey control.
 NF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0385.See file dsdata.txt to determine how the superseded data were derived.
 NF0385
 NF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4625036800(NAD 83)
 NF0385_MARKER: DB = BENCH MARK DISK
 NF0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0385_SP_SET: CONCRETE POST
 NF0385_STAMPING: D 166 1948
 NF0385_MARK LOGO: CGS   
 NF0385_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0385+STABILITY: SURFACE MOTION
 NF0385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0385+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1991
 NF0385
 NF0385  HISTORY     - Date     Condition        Report By
 NF0385  HISTORY     - 1948     MONUMENTED       CGS
 NF0385  HISTORY     - 19910820 GOOD             MIDT
 NF0385
 NF0385                          STATION DESCRIPTION
 NF0385
 NF0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0385'5.4 MI SE FROM CLARKSVILLE.
 NF0385'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 NF0385'FROM THE STATION AT CLARKSVILLE, THENCE ABOUT 2.6 MILES SOUTH
 NF0385'ALONG ELM ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIM ROAD,
 NF0385'AT THE IONIA-BARRY COUNTY LINE CROSSROAD, 48 FEET NORTH-NORTHEAST
 NF0385'OF THE CENTER OF THE INTERSECTION, 23 FEET EAST OF THE CENTER
 NF0385'LINE OF THE ROAD NORTH, 18 FEET NORTH OF A FENCE CORNER, 1 FOOT
 NF0385'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 NF0385'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0385
 NF0385                          STATION RECOVERY (1991)
 NF0385
 NF0385'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0385'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF0385'SECTION 36, T-5-N, R-8-W, ODESSA TOWNSHIP, AND ON THE LAKE ODESSA
 NF0385'QUADRANGLE MAP.  IT IS ABOUT 5-1/2 MILES WEST FROM FREEPORT, 5-1/2
 NF0385'MILES SOUTHEAST FROM CLARKSVILLE, 4-1/4 MILES SOUTHEASTERLY FROM LAKE
 NF0385'ODESSA AND ON THE PROPERTY OF LEO VROMAN, OF 6468 WEST VEDDER ROAD,
 NF0385'LAKE ODESSA, MICH. 48849, PHONE 616-374-7421
 NF0385'$
 NF0385'TO REACH FROM THE INTERSECTION OF STATE HI6GHWAY M-66, STATE HIGHWAY
 NF0385'M-43 AND STATE HIGHWAY M-50, ABOUT 4 MILES (6.4 KM) SOUTHEAST OF LAKE
 NF0385'ODESSA, GO WEST ON M-50 FOR 1.75 MI (2.82 KM) TO A CURVE RIGHT AND
 NF0385'BROWN ROAD ON LEFT. TURN LEFT AND CONTINUE WEST ON BROWN ROAD 5.25 MI
 NF0385'(8.45 KM) TO CROSSROAD, TISCHNER ROAD.  TURN RIGHT AND GO NORTH ON
 NF0385'TISCHNER ROAD FOR 1.0 MI (1.6 KM) TO --T-- INTERSECTION, VEDDER ROAD
 NF0385'AND STATION STRAIGHT AHEAD ON THE NORTH SIDE OF THE INTERSECTION.
 NF0385'$
 NF0385'STATION IS 45.0 FT (13.7 M) NORTH FROM THE CENTERLINE OF VEDDER ROAD,
 NF0385'23.0 FT (7.0 M) EAST FROM THE CENTERLINE 0F A FARM DRIVE, 4.0 FT
 NF0385'(1.2 M) EAST FROM THE EXTENDED CENTERLINE OF TISCHNER ROAD AND 1.0 FT
 NF0385'(0.3 M) SOUTH FROM A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0397 ***********************************************************************
 NF0397  DESIGNATION -  D 167
 NF0397  PID         -  NF0397
 NF0397  STATE/COUNTY-  MI/KENT
 NF0397  USGS QUAD   -  ALTO (1978)
 NF0397
 NF0397                         *CURRENT SURVEY CONTROL
 NF0397  ___________________________________________________________________
 NF0397* NAD 83(1986)-  42 50 29.     (N)    085 27 31.     (W)     SCALED    
 NF0397* NAVD 88     -       244.387  (meters)     801.79   (feet)  ADJUSTED  
 NF0397  ___________________________________________________________________
 NF0397  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0397  DYNAMIC HT  -         244.319 (meters)     801.57  (feet)  COMP
 NF0397  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 NF0397
 NF0397  VERT ORDER  -  SECOND    CLASS 0
 NF0397
 NF0397.The horizontal coordinates were scaled from a topographic map and have
 NF0397.an estimated accuracy of +/- 6 seconds.
 NF0397
 NF0397.The orthometric height was determined by differential leveling
 NF0397.and adjusted by the National Geodetic Survey in June 1991..
 NF0397
 NF0397.The geoid height was determined by GEOID03.
 NF0397
 NF0397.The dynamic height is computed by dividing the NAVD 88
 NF0397.geopotential number by the normal gravity value computed on the
 NF0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0397.degrees latitude (g = 980.6199 gals.).
 NF0397
 NF0397.The modeled gravity was interpolated from observed gravity values.
 NF0397
 NF0397;                    North         East    Units  Estimated Accuracy
 NF0397;SPC MI S     -   149,580.    3,910,740.      MT  (+/- 180 meters Scaled)
 NF0397
 NF0397                          SUPERSEDED SURVEY CONTROL
 NF0397
 NF0397  NGVD 29 (??/??/92)  244.51   (m)          802.2    (f) COMPUTED    2 0
 NF0397
 NF0397.Superseded values are not recommended for survey control.
 NF0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0397.See file dsdata.txt to determine how the superseded data were derived.
 NF0397
 NF0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN259443(NAD 83)
 NF0397_MARKER: DB = BENCH MARK DISK
 NF0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0397_STAMPING: D 167 1948
 NF0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0397+STABILITY: SURFACE MOTION
 NF0397
 NF0397  HISTORY     - Date     Condition        Report By
 NF0397  HISTORY     - 1948     MONUMENTED       CGS
 NF0397  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0397  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0397  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0397  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0397
 NF0397                          STATION DESCRIPTION
 NF0397
 NF0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0397'2.9 MI SW FROM MC CORDS.
 NF0397'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0397'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 2.1 MILES
 NF0397'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 68TH
 NF0397'STREET, 55 FEET NORTHWEST OF THE INTERSECTION, 95 FEET
 NF0397'NORTH-NORTHEAST AND ACROSS EAST-WEST ROAD FROM THE NORTHWEST
 NF0397'CORNER OF DONOVANS SERVICE STATION, 32 FEET EAST-NORTHEAST OF AN
 NF0397'18-INCH HICKORY TREE, 13 1/2 FEET SOUTH OF A TELEPHONE POLE,
 NF0397'5 FEET EAST OF A POWER POLE, 11 FEET WEST OF A STREET SIGN POST,
 NF0397'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 NF0397'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0397'3 INCHES.  MARK IS ABOUT 1.25 MILES EAST ALONG 68TH STREET SE
 NF0397'FROM THE BAPTIST CHURH AT ALASKA, KENT COUNTY.
 NF0397
 NF0397                          STATION RECOVERY (1975)
 NF0397
 NF0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0397'MARK NOT FOUND.
 NF0397
 NF0397                          STATION RECOVERY (1989)
 NF0397
 NF0397'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0397'MARK NOT FOUND.
 NF0397
 NF0397                          STATION RECOVERY (1999)
 NF0397
 NF0397'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0397'MARK NOT FOUND.
 NF0397
 NF0397                          STATION RECOVERY (2001)
 NF0397
 NF0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0397'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0398 ***********************************************************************
 NF0398  DESIGNATION -  D 167 RESET 1962
 NF0398  PID         -  NF0398
 NF0398  STATE/COUNTY-  MI/KENT
 NF0398  USGS QUAD   -  ALTO (1978)
 NF0398
 NF0398                         *CURRENT SURVEY CONTROL
 NF0398  ___________________________________________________________________
 NF0398* NAD 83(1986)-  42 50 29.     (N)    085 27 31.     (W)     SCALED    
 NF0398* NAVD 88     -       243.94   (+/-2cm)     800.3    (feet)  VERTCON   
 NF0398  ___________________________________________________________________
 NF0398  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0398
 NF0398  VERT ORDER  -  THIRD (See Below)
 NF0398
 NF0398.The horizontal coordinates were scaled from a topographic map and have
 NF0398.an estimated accuracy of +/- 6 seconds.
 NF0398
 NF0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0398.The vertical order pertains to the NGVD 29 superseded value.
 NF0398
 NF0398.The geoid height was determined by GEOID03.
 NF0398
 NF0398;                    North         East    Units  Estimated Accuracy
 NF0398;SPC MI S     -   149,580.    3,910,740.      MT  (+/- 180 meters Scaled)
 NF0398
 NF0398                          SUPERSEDED SURVEY CONTROL
 NF0398
 NF0398  NGVD 29 (??/??/??)  244.06   (m)          800.7    (f) RESET       3  
 NF0398
 NF0398.Superseded values are not recommended for survey control.
 NF0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0398.See file dsdata.txt to determine how the superseded data were derived.
 NF0398
 NF0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN259443(NAD 83)
 NF0398_MARKER: DB = BENCH MARK DISK
 NF0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0398_STAMPING: D 167 RESET 1962
 NF0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0398+STABILITY: SURFACE MOTION
 NF0398
 NF0398  HISTORY     - Date     Condition        Report By
 NF0398  HISTORY     - 1963     MONUMENTED       MI-081
 NF0398  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0398
 NF0398                          STATION DESCRIPTION
 NF0398
 NF0398'DESCRIBED BY KENT COUNTY MICHIGAN 1963
 NF0398'2.9 MI SW FROM MC CORDS.
 NF0398'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0398'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 2.1 MILES
 NF0398'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 68TH
 NF0398'STREET, 55 FEET NORTHWEST OF THE INTERSECTION, 136 FEET
 NF0398'NORTH-NORTHEAST OF GABBY MARATHON SERVICE STATION, 20 FEET
 NF0398'NORTH OF A POWER POLE, 8.5 FEET WEST-NORTHWEST OF A TELEPHONE
 NF0398'POLE, 29 FEET NORTHWEST OF A STREET SIGN POST, 62 FEET
 NF0398'SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY POST, AND SET IN
 NF0398'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, LEVEL WITH
 NF0398'CENTERLINE OF ROAD.  MARK IS ABOUT 1.25 MILES EAST ALONG 68TH
 NF0398'STREET S.E. FROM THE BAPTIST CHURCH AT ALASKA, KENT COUNTY.
 NF0398
 NF0398                          STATION RECOVERY (1985)
 NF0398
 NF0398'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0825 ***********************************************************************
 NF0825  DESIGNATION -  D 168
 NF0825  PID         -  NF0825
 NF0825  STATE/COUNTY-  MI/KENT
 NF0825  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0825
 NF0825                         *CURRENT SURVEY CONTROL
 NF0825  ___________________________________________________________________
 NF0825* NAD 83(1986)-  42 54 13.     (N)    085 39 39.     (W)     SCALED    
 NF0825* NAVD 88     -       209.645  (meters)     687.81   (feet)  ADJUSTED  
 NF0825  ___________________________________________________________________
 NF0825  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF0825  DYNAMIC HT  -         209.590 (meters)     687.63  (feet)  COMP
 NF0825  MODELED GRAV-     980,354.3   (mgal)                       NAVD 88
 NF0825
 NF0825  VERT ORDER  -  SECOND    CLASS 0
 NF0825
 NF0825.The horizontal coordinates were scaled from a topographic map and have
 NF0825.an estimated accuracy of +/- 6 seconds.
 NF0825
 NF0825.The orthometric height was determined by differential leveling
 NF0825.and adjusted by the National Geodetic Survey in June 1991..
 NF0825
 NF0825.The geoid height was determined by GEOID03.
 NF0825
 NF0825.The dynamic height is computed by dividing the NAVD 88
 NF0825.geopotential number by the normal gravity value computed on the
 NF0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0825.degrees latitude (g = 980.6199 gals.).
 NF0825
 NF0825.The modeled gravity was interpolated from observed gravity values.
 NF0825
 NF0825;                    North         East    Units  Estimated Accuracy
 NF0825;SPC MI S     -   156,720.    3,894,320.      MT  (+/- 180 meters Scaled)
 NF0825
 NF0825                          SUPERSEDED SURVEY CONTROL
 NF0825
 NF0825  NGVD 29 (??/??/92)  209.767  (m)          688.21   (f) ADJ UNCH    2 0
 NF0825
 NF0825.Superseded values are not recommended for survey control.
 NF0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0825.See file dsdata.txt to determine how the superseded data were derived.
 NF0825
 NF0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN093509(NAD 83)
 NF0825_MARKER: DB = BENCH MARK DISK
 NF0825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0825_SP_SET: FOUNDATION
 NF0825_STAMPING: D 168 1948
 NF0825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0825
 NF0825  HISTORY     - Date     Condition        Report By
 NF0825  HISTORY     - 1948     MONUMENTED       CGS
 NF0825  HISTORY     - 1985     GOOD             USPSQD
 NF0825  HISTORY     - 1987     GOOD             USPSQD
 NF0825  HISTORY     - 19970315 GOOD             USPSQD
 NF0825  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0825  HISTORY     - 20060918 MARK NOT FOUND   GEOCAC
 NF0825
 NF0825                          STATION DESCRIPTION
 NF0825
 NF0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0825'4 MI SSE FROM GRAND RAPIDS.
 NF0825'ABOUT 4.0 MILES SOUTH-SOUTHEAST OF GRAND RAPIDS, AT THE KENT
 NF0825'COUNTY AIRPORT, ALONG WEST SIDE OF FIELD, NEAR THE NROTHWEST
 NF0825'CORNER, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE FOUNDATION
 NF0825'OF THE HANGAR OCCUPIED BY THE CAMFIELD AVIATION COMPANY, 19 1/2
 NF0825'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND ABOUT
 NF0825'1 FOOT ABOVE THE GROUND.
 NF0825
 NF0825                          STATION RECOVERY (1985)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0825'AIRPORT IS NOW ABANDONED. BUILDING IS NOW OCCUPIED BY COFFMAN
 NF0825'ELECTRICAL EQUIPMENT CO.
 NF0825
 NF0825                          STATION RECOVERY (1987)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1987 (JDK)
 NF0825'RECOVERED IN GOOD CONDITION.
 NF0825
 NF0825                          STATION RECOVERY (1997)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0825'RECOVERED IN GOOD CONDITION.
 NF0825
 NF0825                          STATION RECOVERY (1999)
 NF0825
 NF0825'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0825'MARK NOT FOUND.
 NF0825
 NF0825                          STATION RECOVERY (2006)
 NF0825
 NF0825'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF0825'BUILDING WHERE MARK SHOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0452 ***********************************************************************
 NF0452  DESIGNATION -  D 169
 NF0452  PID         -  NF0452
 NF0452  STATE/COUNTY-  MI/BARRY
 NF0452  USGS QUAD   -  HASTINGS (1982)
 NF0452
 NF0452                         *CURRENT SURVEY CONTROL
 NF0452  ___________________________________________________________________
 NF0452* NAD 83(1986)-  42 40 02.     (N)    085 21 12.     (W)     SCALED    
 NF0452* NAVD 88     -       243.203  (meters)     797.91   (feet)  ADJUSTED  
 NF0452  ___________________________________________________________________
 NF0452  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NF0452  DYNAMIC HT  -         243.130 (meters)     797.67  (feet)  COMP
 NF0452  MODELED GRAV-     980,314.7   (mgal)                       NAVD 88
 NF0452
 NF0452  VERT ORDER  -  SECOND    CLASS 0
 NF0452
 NF0452.This mark is at Hastings Airport (9D9)
 NF0452
 NF0452.The horizontal coordinates were scaled from a topographic map and have
 NF0452.an estimated accuracy of +/- 6 seconds.
 NF0452
 NF0452.The orthometric height was determined by differential leveling
 NF0452.and adjusted by the National Geodetic Survey in June 1991..
 NF0452
 NF0452.The geoid height was determined by GEOID03.
 NF0452
 NF0452.The dynamic height is computed by dividing the NAVD 88
 NF0452.geopotential number by the normal gravity value computed on the
 NF0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0452.degrees latitude (g = 980.6199 gals.).
 NF0452
 NF0452.The modeled gravity was interpolated from observed gravity values.
 NF0452
 NF0452;                    North         East    Units  Estimated Accuracy
 NF0452;SPC MI S     -   130,130.    3,919,120.      MT  (+/- 180 meters Scaled)
 NF0452
 NF0452                          SUPERSEDED SURVEY CONTROL
 NF0452
 NF0452  NGVD 29 (??/??/92)  243.326  (m)          798.31   (f) ADJ UNCH    2 0
 NF0452
 NF0452.Superseded values are not recommended for survey control.
 NF0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0452.See file dsdata.txt to determine how the superseded data were derived.
 NF0452
 NF0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN349251(NAD 83)
 NF0452_MARKER: DB = BENCH MARK DISK
 NF0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0452_STAMPING: D 169 1948
 NF0452_MARK LOGO: CGS   
 NF0452_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0452+STABILITY: SURFACE MOTION
 NF0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0452+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF0452
 NF0452  HISTORY     - Date     Condition        Report By
 NF0452  HISTORY     - 1948     MONUMENTED       CGS
 NF0452  HISTORY     - 1985     GOOD             USPSQD
 NF0452  HISTORY     - 1987     GOOD             USPSQD
 NF0452  HISTORY     - 19940312 GOOD             LOCENG
 NF0452  HISTORY     - 19940312 GOOD             LOCENG
 NF0452  HISTORY     - 19940312 GOOD             MI-015
 NF0452  HISTORY     - 19970311 GOOD             USPSQD
 NF0452  HISTORY     - 20050409 GOOD             USPSQD
 NF0452
 NF0452                          STATION DESCRIPTION
 NF0452
 NF0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0452'4.6 MI NW FROM HASTINGS.
 NF0452'0.2 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0452'HASTINGS, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 37,
 NF0452'THENCE 0.7 MILE NORTH ALONG A GRAVEL ROAD, AT THE NORTHWEST CORNER
 NF0452'OF THE HASTINGS AIRPORT AND AT THE T JUNCTION OF AN EAST-WEST
 NF0452'ROAD, 82 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 27 FEET
 NF0452'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 79 FEET SOUTH OF THE
 NF0452'CENTER LINE OF THE EAST-WEST ROAD, 6 1/2 FEET SOUTH OF BEING
 NF0452'DIRECTLY BENEATH AN EAST-WEST POWER LINE, 1 1/2 FEET SOUTH OF A
 NF0452'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE
 NF0452'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0452
 NF0452                          STATION RECOVERY (1985)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0452'RECOVERED IN GOOD CONDITION.
 NF0452
 NF0452                          STATION RECOVERY (1987)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0452'RECOVERED IN GOOD CONDITION.
 NF0452
 NF0452                          STATION RECOVERY (1994)
 NF0452
 NF0452'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0452'THE T-JUNCTION OF ROADS MENTIONED IN OLD DESCRIPTION HAS BEEN REROUTED
 NF0452'TO SWING WIDE ARC EAST AND SOUTH.  THE POWER LINE AND WOOD WITNESS
 NF0452'POST ARE BOTH GONE.  THE MARK IS A TOP OF SLOPE 6.0 FT (1.8 M) OR MORE
 NF0452'ABOVE ROAD EAST.  NO OTHER REFERENCES NEAR.  CARSONITE WITNESS POST
 NF0452'INSTALLED BY STATION.
 NF0452
 NF0452                          STATION RECOVERY (1994)
 NF0452
 NF0452'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0452'THE T-JUNCTION OF ROADS MENTIONED IN OLD DESCRIPTION HAS BEEN REROUTED
 NF0452'TO SWING WIDE ARC EAST AND SOUTH.  THE POWER LINE AND WOOD WITNESS
 NF0452'POST ARE BOTH GONE.  THE MARK IS A TOP OF SLOPE 6.0 FT (1.8 M) OR MORE
 NF0452'ABOVE ROAD EAST.  NO OTHER REFERENCES NEAR.  CARSONITE WITNESS POST
 NF0452'INSTALLED BY STATION.
 NF0452
 NF0452                          STATION RECOVERY (1994)
 NF0452
 NF0452'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0452'T-JUNCTION OF ROADS HAS BEEN REROUTED TO SWING WIDE ARC EAST AND SOUTH
 NF0452'MARK IS AT TOP OF SLOPE 6 FEET ABOVE ROAD EAST.  NEAR CARSONITE
 NF0452'WITNESS POST INSTALLED, POWERLINE AND WOOD WITNESS POST BOTH GONE.
 NF0452'LOCATED IN THE NORTHEAST 1/4 OF SECTION 10, RUTLAND TOWNSHIP.
 NF0452
 NF0452                          STATION RECOVERY (1997)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0452'RECOVERED IN GOOD CONDITION.
 NF0452
 NF0452                          STATION RECOVERY (2005)
 NF0452
 NF0452'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0452'MARK IS ON AIRPORT PROPERTY NEAR THE EXTENDED NORTH-SOUTH JUNCTION OF
 NF0452'THE ROAD COMING FROM THE SOUTH (N AIRPORT ROAD) AND THE EXTENDED
 NF0452'EAST-WEST EXTENSION OF THE ROAD COMING FROM THE WEST (SOLOMON).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0333 ***********************************************************************
 OK0333  DESIGNATION -  D 17
 OK0333  PID         -  OK0333
 OK0333  STATE/COUNTY-  MI/MONTCALM
 OK0333  USGS QUAD   -  SHERIDAN (1972)
 OK0333
 OK0333                         *CURRENT SURVEY CONTROL
 OK0333  ___________________________________________________________________
 OK0333* NAD 83(1986)-  43 10 41.     (N)    085 04 43.     (W)     SCALED    
 OK0333* NAVD 88     -       261.430  (meters)     857.71   (feet)  ADJUSTED  
 OK0333  ___________________________________________________________________
 OK0333  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OK0333  DYNAMIC HT  -         261.375 (meters)     857.53  (feet)  COMP
 OK0333  MODELED GRAV-     980,402.6   (mgal)                       NAVD 88
 OK0333
 OK0333  VERT ORDER  -  FIRST     CLASS II
 OK0333
 OK0333.The horizontal coordinates were scaled from a topographic map and have
 OK0333.an estimated accuracy of +/- 6 seconds.
 OK0333
 OK0333.The orthometric height was determined by differential leveling
 OK0333.and adjusted by the National Geodetic Survey in June 1991..
 OK0333
 OK0333.The geoid height was determined by GEOID03.
 OK0333
 OK0333.The dynamic height is computed by dividing the NAVD 88
 OK0333.geopotential number by the normal gravity value computed on the
 OK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0333.degrees latitude (g = 980.6199 gals.).
 OK0333
 OK0333.The modeled gravity was interpolated from observed gravity values.
 OK0333
 OK0333;                    North         East    Units  Estimated Accuracy
 OK0333;SPC MI S     -   186,640.    3,942,120.      MT  (+/- 180 meters Scaled)
 OK0333
 OK0333                          SUPERSEDED SURVEY CONTROL
 OK0333
 OK0333  NGVD 29 (??/??/92)  261.564  (m)          858.15   (f) ADJ UNCH    1 2
 OK0333
 OK0333.Superseded values are not recommended for survey control.
 OK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0333.See file dsdata.txt to determine how the superseded data were derived.
 OK0333
 OK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN561823(NAD 83)
 OK0333_MARKER: DB = BENCH MARK DISK
 OK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0333_STAMPING: D 17 1916
 OK0333_MARK LOGO: CGS   
 OK0333_PROJECTION: FLUSH
 OK0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0333+STABILITY: SURFACE MOTION
 OK0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0333+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 OK0333
 OK0333  HISTORY     - Date     Condition        Report By
 OK0333  HISTORY     - 1916     MONUMENTED       CGS
 OK0333  HISTORY     - 1934     GOOD             NGS
 OK0333  HISTORY     - 1969     POOR             USGS
 OK0333  HISTORY     - 19921112 POOR             NGS
 OK0333  HISTORY     - 19940622 POOR             USPSQD
 OK0333  HISTORY     - 20011205 POOR             NGS
 OK0333
 OK0333                          STATION DESCRIPTION
 OK0333
 OK0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0333'2.3 MI S FROM SHERIDAN.
 OK0333'2.3 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0333'RAILWAY FROM THE WASHINGTON STREET CROSSING IN SHERIDAN, 2.0
 OK0333'MILES NORTH OF FENWICK, AT A DIRT-ROAD CROSSING NEAR A RANCH
 OK0333'HOUSE, 80 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 34 FEET
 OK0333'WEST OF FORMER LOCATION OF THE TRACK, AND AT THE WEST
 OK0333'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED ELEV. 898.148 FT
 OK0333'D 17 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0333'15 INCHES ABOVE GROUND.  NOTE-- THE CONCRETE POST HAD BEEN
 OK0333'DAMAGED.
 OK0333
 OK0333                          STATION RECOVERY (1969)
 OK0333
 OK0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0333'MARK RECOVERED IN POOR CONDITION.
 OK0333
 OK0333                          STATION RECOVERY (1992)
 OK0333
 OK0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0333'THE MARK WILL BE DESTROYED AFTER LEVELING THIS SURVEY.  BENCH MARK Q
 OK0333'343 WAS ESTABLISHED IN THE SAME GENERAL AREA.  SEE THE DESCRIPTION
 OK0333'THEREOF.
 OK0333
 OK0333                          STATION RECOVERY (1994)
 OK0333
 OK0333'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0333'MARK RECOVERED IN POOR CONDITION.
 OK0333
 OK0333                          STATION RECOVERY (2001)
 OK0333
 OK0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0333'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1155 ***********************************************************************
 NE1155  DESIGNATION -  D 17
 NE1155  PID         -  NE1155
 NE1155  STATE/COUNTY-  MI/ST CLAIR
 NE1155  USGS QUAD   -  MARINE CITY (1968)
 NE1155
 NE1155                         *CURRENT SURVEY CONTROL
 NE1155  ___________________________________________________________________
 NE1155* NAD 83(1994)-  42 41 53.88828(N)    082 34 36.56145(W)     ADJUSTED  
 NE1155* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 NE1155  ___________________________________________________________________
 NE1155  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 NE1155  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE1155
 NE1155  HORZ ORDER  -  SECOND
 NE1155
 NE1155.The horizontal coordinates were established by classical geodetic methods
 NE1155.and adjusted by the National Geodetic Survey in February 1997..
 NE1155
 NE1155.The orthometric height was scaled from a topographic map.
 NE1155
 NE1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1155
 NE1155.The geoid height was determined by GEOID03.
 NE1155
 NE1155;                    North         East     Units Scale Factor Converg.
 NE1155;SPC MI S     -   134,662.787 4,146,633.708   MT  0.99991216   +1 13 04.9
 NE1155;SPC MI S     -   441,807.04 13,604,441.30   iFT  0.99991216   +1 13 04.9
 NE1155;UTM  17      - 4,728,518.003   370,847.422   MT  0.99980522   -1 04 10.0
 NE1155
 NE1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1155!SPC MI S     -   0.99997664  x   0.99991216  =   0.99988880
 NE1155!UTM  17      -   0.99997664  x   0.99980522  =   0.99978186
 NE1155
 NE1155:                Primary Azimuth Mark                     Grid Az
 NE1155:SPC MI S     -  MARINE CITY RADIO WDOG N MAST            052 36 27.9
 NE1155:UTM  17      -  MARINE CITY RADIO WDOG N MAST            054 53 42.8
 NE1155
 NE1155|---------------------------------------------------------------------|
 NE1155| PID    Reference Object                     Distance      Geod. Az  |
 NE1155|                                                           dddmmss.s |
 NE1155| NE1156 MARINE CITY RADIO WDOG N MAST       APPROX. 5.7 KM 0534932.8 |
 NE1155| NE1157 MARINE CITY RADIO WDOG S MAST       APPROX. 5.7 KM 0541258.5 |
 NE1155| NE1158 TTR 17 1957                          31.933 METERS 08230     |
 NE1155| CH0936 D 17 RM 1                            26.408 METERS 19004     |
 NE1155| CH0935 D 17 AZ MK                                         2263912.7 |
 NE1155| NE1160 FAIR HAVEN IRA TWP MUN TANK         APPROX. 6.9 KM 2465121.1 |
 NE1155| NE1166 CHESTERFIELD RADIO KQ2XCV MAST      APPROX.23.6 KM 2554446.1 |
 NE1155| NE1163 NEW BALTIMORE MUNICIPAL TANK        APPROX.13.1 KM 2601550.3 |
 NE1155| CH0937 D 17 RM 2                            25.542 METERS 34448     |
 NE1155|---------------------------------------------------------------------|
 NE1155
 NE1155                          SUPERSEDED SURVEY CONTROL
 NE1155
 NE1155  NAD 83(1986)-  42 41 53.88628(N)    082 34 36.60600(W) AD(       ) 2
 NE1155  NAD 27      -  42 41 53.76924(N)    082 34 36.91424(W) AD(       ) 2
 NE1155
 NE1155.Superseded values are not recommended for survey control.
 NE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1155.See file dsdata.txt to determine how the superseded data were derived.
 NE1155
 NE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7084728518(NAD 83)
 NE1155_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1155+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 NE1155
 NE1155  HISTORY     - Date     Condition        Report By
 NE1155  HISTORY     - 1957     MONUMENTED       CGS
 NE1155  HISTORY     - 1980     GOOD             MIDH
 NE1155  HISTORY     - 19990424 GOOD             USPSQD
 NE1155  HISTORY     - 20011001 GOOD             MI-147
 NE1155
 NE1155                          STATION DESCRIPTION
 NE1155
 NE1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1155'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 17, ABOUT 16
 NE1155'MILES NORTHEAST OF MT.
 NE1155'CLEMENS, ABOUT 9 MILES EAST OF NEW BALTIMORE, ON U.S. GOVERNMENT
 NE1155'PROPERTY.  IT IS 19 FEET EAST OF
 NE1155'A WOVEN WIRE FENCE AND WHITE WITNESS POST
 NE1155'161 FEET SOUTH OF
 NE1155'THE NORTHWEST CORNER OF THE WOVEN WIRE FENCE, 241 FEET
 NE1155'NORTHWEST OF THE NORTHWEST
 NE1155'CORNER OF A GENERATOR SHED AND 215 FEET NORTHWEST OF THE CENTERLINE
 NE1155'OF A PAVED ROAD.  THE MONUMENT IS
 NE1155'FLUSH AND THE DISK IS STAMPED D 17 1957.
 NE1155'
 NE1155'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 25 AND STATE
 NE1155'HIGHWAY 59 IN THE NORTH
 NE1155'EDGE OF MT.  CLEMENS, GO NORTHEASTERLY ON HIGHWAY 25 FOR 6.9 MILES TO
 NE1155'MARINE CITY HIGHWAY (26 MILE
 NE1155'ROAD).  TURN RIGHT AND GO EAST ON MARINE CITY HIGHWAY FOR
 NE1155'10.45 MILES TO STARVILLE ROAD.  TURN RIGHT AND
 NE1155'GO SOUTH ON STARVILLE ROAD (GRAVELED)
 NE1155'FOR 2.0 MILE TO SHORT CUT ROAD.  TURN LEFT AND GO EAST ON SHORT
 NE1155'CUT ROAD FOR 0.4 MILES TO THE
 NE1155'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON SHORT CUT ROAD FOR 0.2
 NE1155'MILE TO THE ENTRANCE GATE INTO THE
 NE1155'NIKE SITE ON THE LEFT.  TURN LEFT AND GO NORTH ON A PAVED ROAD
 NE1155'FOR 0.1 MILE TO THE STATION ON THE LEFT.
 NE1155'
 NE1155'REFERENCE MARK 1 IS 0.5 FOOT EAST OF THE WOVEN WIRE FENCE AND 86 FEET
 NE1155'SOUTH OF THE WHITE WITNESS
 NE1155'POST.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 17 NO 1 1957.
 NE1155'
 NE1155'REFERENCE MARK 2 IS 0.5 FOOT EAST OF THE WOVEN WIRE FENCE, 78 FEET
 NE1155'SOUTH OF THE FENCE CORNER
 NE1155'AND 80 FEET NORTH OF THE WHITE WITNESS POST.  THE MONUMENT IS FLUSH
 NE1155'AND THE DISK IS STAMPED D 17 NO 2
 NE1155'1957.
 NE1155'
 NE1155'THE AZIMUTH MARK IS 1 FOOT NORTH OF A FENCE, 2 FEET EAST OF A WHITE
 NE1155'WITNESS POST AND 41 FEET
 NE1155'SOUTH OF THE CENTERLINE OF SHORT CUT ROAD.  THE MONUMENT PROJECTS 4
 NE1155'INCHES AND THE DISK IS STAMPED D 17
 NE1155'1957.
 NE1155'
 NE1155'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1155
 NE1155                          STATION RECOVERY (1980)
 NE1155
 NE1155'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1155'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE FOUND IN
 NE1155'GOOD CONDITION.  THE DISTANCES AND DIRECTIONS WERE NOT CHECKED.  THE
 NE1155'TO REACH AND DESCRIPTION IS ADEQUATE.
 NE1155
 NE1155                          STATION RECOVERY (1999)
 NE1155
 NE1155'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1155'RECOVERED IN GOOD CONDITION.
 NE1155
 NE1155                          STATION RECOVERY (2001)
 NE1155
 NE1155'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1155'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1155'SUBMITTED - FEBRUARY 21, 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0596 ***********************************************************************
 NF0596  DESIGNATION -  D 170
 NF0596  PID         -  NF0596
 NF0596  STATE/COUNTY-  MI/ALLEGAN
 NF0596  USGS QUAD   -  OTSEGO (1973)
 NF0596
 NF0596                         *CURRENT SURVEY CONTROL
 NF0596  ___________________________________________________________________
 NF0596* NAD 83(1986)-  42 27 58.     (N)    085 38 37.     (W)     SCALED    
 NF0596* NAVD 88     -       220.077  (meters)     722.04   (feet)  ADJUSTED  
 NF0596  ___________________________________________________________________
 NF0596  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0596  DYNAMIC HT  -         220.013 (meters)     721.83  (feet)  COMP
 NF0596  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NF0596
 NF0596  VERT ORDER  -  SECOND    CLASS 0
 NF0596
 NF0596.The horizontal coordinates were scaled from a topographic map and have
 NF0596.an estimated accuracy of +/- 6 seconds.
 NF0596
 NF0596.The orthometric height was determined by differential leveling
 NF0596.and adjusted by the National Geodetic Survey in June 1991..
 NF0596
 NF0596.The geoid height was determined by GEOID03.
 NF0596
 NF0596.The dynamic height is computed by dividing the NAVD 88
 NF0596.geopotential number by the normal gravity value computed on the
 NF0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0596.degrees latitude (g = 980.6199 gals.).
 NF0596
 NF0596.The modeled gravity was interpolated from observed gravity values.
 NF0596
 NF0596;                    North         East    Units  Estimated Accuracy
 NF0596;SPC MI S     -   108,110.    3,894,990.      MT  (+/- 180 meters Scaled)
 NF0596
 NF0596                          SUPERSEDED SURVEY CONTROL
 NF0596
 NF0596  NGVD 29 (??/??/92)  220.211  (m)          722.48   (f) ADJ UNCH    2 0
 NF0596
 NF0596.Superseded values are not recommended for survey control.
 NF0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0596.See file dsdata.txt to determine how the superseded data were derived.
 NF0596
 NF0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN115024(NAD 83)
 NF0596_MARKER: DB = BENCH MARK DISK
 NF0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0596_STAMPING: D 170 1948
 NF0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0596+STABILITY: SURFACE MOTION
 NF0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0596+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0596
 NF0596  HISTORY     - Date     Condition        Report By
 NF0596  HISTORY     - 1948     MONUMENTED       CGS
 NF0596  HISTORY     - 1989     GOOD             USPSQD
 NF0596  HISTORY     - 20051015 GOOD             USPSQD
 NF0596
 NF0596                          STATION DESCRIPTION
 NF0596
 NF0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0596'1.6 MI N FROM PLAINWELL.
 NF0596'1.65 MILES NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 NF0596'STATE HIGHWAY 89 AT PLAINWELL, AT THE OTSEGO-PLAINWELL MUNICIPAL
 NF0596'AIRPORT, 117 YARDS WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5
 NF0596'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK
 NF0596'OFFICE BUILDING OF THE AIRPORT AND SET IN THE TOP OF A CONCRETE
 NF0596'POST PROJECTING 2 INCHES.
 NF0596
 NF0596                          STATION RECOVERY (1989)
 NF0596
 NF0596'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0596'RECOVERED IN GOOD CONDITION.
 NF0596
 NF0596                          STATION RECOVERY (2005)
 NF0596
 NF0596'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0629 ***********************************************************************
 NF0629  DESIGNATION -  D 171
 NF0629  PID         -  NF0629
 NF0629  STATE/COUNTY-  MI/VAN BUREN
 NF0629  USGS QUAD   -  GOBLES EAST (1981)
 NF0629
 NF0629                         *CURRENT SURVEY CONTROL
 NF0629  ___________________________________________________________________
 NF0629* NAD 83(1986)-  42 22 12.     (N)    085 49 23.     (W)     SCALED    
 NF0629* NAVD 88     -       242.462  (meters)     795.48   (feet)  ADJUSTED  
 NF0629  ___________________________________________________________________
 NF0629  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF0629  DYNAMIC HT  -         242.393 (meters)     795.25  (feet)  COMP
 NF0629  MODELED GRAV-     980,332.4   (mgal)                       NAVD 88
 NF0629
 NF0629  VERT ORDER  -  SECOND    CLASS 0
 NF0629
 NF0629.The horizontal coordinates were scaled from a topographic map and have
 NF0629.an estimated accuracy of +/- 6 seconds.
 NF0629
 NF0629.The orthometric height was determined by differential leveling
 NF0629.and adjusted by the National Geodetic Survey in June 1991..
 NF0629
 NF0629.The geoid height was determined by GEOID03.
 NF0629
 NF0629.The dynamic height is computed by dividing the NAVD 88
 NF0629.geopotential number by the normal gravity value computed on the
 NF0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0629.degrees latitude (g = 980.6199 gals.).
 NF0629
 NF0629.The modeled gravity was interpolated from observed gravity values.
 NF0629
 NF0629;                    North         East    Units  Estimated Accuracy
 NF0629;SPC MI S     -    97,680.    3,880,050.      MT  (+/- 180 meters Scaled)
 NF0629
 NF0629                          SUPERSEDED SURVEY CONTROL
 NF0629
 NF0629  NGVD 29 (??/??/92)  242.598  (m)          795.92   (f) ADJ UNCH    2 0
 NF0629
 NF0629.Superseded values are not recommended for survey control.
 NF0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0629.See file dsdata.txt to determine how the superseded data were derived.
 NF0629
 NF0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM969915(NAD 83)
 NF0629_MARKER: DB = BENCH MARK DISK
 NF0629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0629_STAMPING: D 171 1948
 NF0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0629+STABILITY: SURFACE MOTION
 NF0629
 NF0629  HISTORY     - Date     Condition        Report By
 NF0629  HISTORY     - 1948     MONUMENTED       CGS
 NF0629  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0629
 NF0629                          STATION DESCRIPTION
 NF0629
 NF0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0629'0.8 MI N FROM KENDALL.
 NF0629'0.85 MILE NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0629'KENDALL, ABOUT 0.4 MILE EAST-SOUTHEAST OF A TURN IN THE ROAD WITH
 NF0629'TANGENTS EAST AND NORTH, ABOUT 0.35 MILE NORTHWEST OF THE JUNCTION
 NF0629'OF A ROAD NORTH, 22 FEET NORTH-NORTHEAST OF THE CENTER LINE
 NF0629'OF THE ROAD, 2 FEET SOUTH-SOUTHWEST OF A FENCE LINE, 14 FEET
 NF0629'SOUTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST OF A WHITE WOODEN
 NF0629'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0629'CONCRETE POST PROJECTING 4 INCHES.
 NF0629
 NF0629                          STATION RECOVERY (1984)
 NF0629
 NF0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0929 ***********************************************************************
 NF0929  DESIGNATION -  D 172
 NF0929  PID         -  NF0929
 NF0929  STATE/COUNTY-  MI/ALLEGAN
 NF0929  USGS QUAD   -  BURNIPS (1981)
 NF0929
 NF0929                         *CURRENT SURVEY CONTROL
 NF0929  ___________________________________________________________________
 NF0929* NAD 83(1986)-  42 38 19.     (N)    085 45 19.     (W)     SCALED    
 NF0929* NAVD 88     -       213.362  (meters)     700.01   (feet)  ADJUSTED  
 NF0929  ___________________________________________________________________
 NF0929  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF0929  DYNAMIC HT  -         213.303 (meters)     699.81  (feet)  COMP
 NF0929  MODELED GRAV-     980,343.5   (mgal)                       NAVD 88
 NF0929
 NF0929  VERT ORDER  -  SECOND    CLASS 0
 NF0929
 NF0929.The horizontal coordinates were scaled from a topographic map and have
 NF0929.an estimated accuracy of +/- 6 seconds.
 NF0929
 NF0929.The orthometric height was determined by differential leveling
 NF0929.and adjusted by the National Geodetic Survey in June 1991..
 NF0929
 NF0929.The geoid height was determined by GEOID03.
 NF0929
 NF0929.The dynamic height is computed by dividing the NAVD 88
 NF0929.geopotential number by the normal gravity value computed on the
 NF0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0929.degrees latitude (g = 980.6199 gals.).
 NF0929
 NF0929.The modeled gravity was interpolated from observed gravity values.
 NF0929
 NF0929;                    North         East    Units  Estimated Accuracy
 NF0929;SPC MI S     -   127,410.    3,886,130.      MT  (+/- 180 meters Scaled)
 NF0929
 NF0929                          SUPERSEDED SURVEY CONTROL
 NF0929
 NF0929  NGVD 29 (??/??/92)  213.496  (m)          700.44   (f) ADJ UNCH    2 0
 NF0929
 NF0929.Superseded values are not recommended for survey control.
 NF0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0929.See file dsdata.txt to determine how the superseded data were derived.
 NF0929
 NF0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN020214(NAD 83)
 NF0929_MARKER: DB = BENCH MARK DISK
 NF0929_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0929_SP_SET: ABUTMENT
 NF0929_STAMPING: D 172 1948
 NF0929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0929
 NF0929  HISTORY     - Date     Condition        Report By
 NF0929  HISTORY     - 1948     MONUMENTED       CGS
 NF0929  HISTORY     - 1987     GOOD             USPSQD
 NF0929  HISTORY     - 1988     GOOD             USPSQD
 NF0929  HISTORY     - 1989     GOOD             USPSQD
 NF0929  HISTORY     - 19971011 GOOD             USPSQD
 NF0929  HISTORY     - 19990322 GOOD             USPSQD
 NF0929
 NF0929                          STATION DESCRIPTION
 NF0929
 NF0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0929'4.4 MI E FROM MONTEREY.
 NF0929'ABOUT 4.35 MILES EAST ALONG THE BLACK TOP ROAD FROM THE MAIN
 NF0929'CROSSROADS AT MONTEREY, ABOUT 0.3 MILE EAST OF A CROSSROAD AND
 NF0929'SMALL SCHOOL, AT THE CROSSING OF THE NEW YORK CENTRAL RAILROAD,
 NF0929'SET IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 NF0929'RAILROAD BRIDGE OVER A RIVER, 100 FEET SOUTH OF THE CENTER LINE OF
 NF0929'THE ROAD, 8 FEET EAST OF THE EAST RAIL AND ABOUT 1 FOOT BELOW THE
 NF0929'TRACK.
 NF0929
 NF0929                          STATION RECOVERY (1987)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1988)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1989)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1997)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0929'RECOVERED IN GOOD CONDITION.
 NF0929
 NF0929                          STATION RECOVERY (1999)
 NF0929
 NF0929'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0929'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0922 ***********************************************************************
 NF0922  DESIGNATION -  D 173
 NF0922  PID         -  NF0922
 NF0922  STATE/COUNTY-  MI/ALLEGAN
 NF0922  USGS QUAD   -  HAMILTON EAST (1981)
 NF0922
 NF0922                         *CURRENT SURVEY CONTROL
 NF0922  ___________________________________________________________________
 NF0922* NAD 83(1986)-  42 38 16.     (N)    085 52 45.     (W)     SCALED    
 NF0922* NAVD 88     -       253.727  (meters)     832.44   (feet)  ADJUSTED  
 NF0922  ___________________________________________________________________
 NF0922  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NF0922  DYNAMIC HT  -         253.660 (meters)     832.22  (feet)  COMP
 NF0922  MODELED GRAV-     980,351.8   (mgal)                       NAVD 88
 NF0922
 NF0922  VERT ORDER  -  SECOND    CLASS 0
 NF0922
 NF0922.The horizontal coordinates were scaled from a topographic map and have
 NF0922.an estimated accuracy of +/- 6 seconds.
 NF0922
 NF0922.The orthometric height was determined by differential leveling
 NF0922.and adjusted by the National Geodetic Survey in June 1991..
 NF0922
 NF0922.The geoid height was determined by GEOID03.
 NF0922
 NF0922.The dynamic height is computed by dividing the NAVD 88
 NF0922.geopotential number by the normal gravity value computed on the
 NF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0922.degrees latitude (g = 980.6199 gals.).
 NF0922
 NF0922.The modeled gravity was interpolated from observed gravity values.
 NF0922
 NF0922;                    North         East    Units  Estimated Accuracy
 NF0922;SPC MI S     -   127,500.    3,875,960.      MT  (+/- 180 meters Scaled)
 NF0922
 NF0922                          SUPERSEDED SURVEY CONTROL
 NF0922
 NF0922  NGVD 29 (??/??/92)  253.864  (m)          832.89   (f) ADJ UNCH    2 0
 NF0922
 NF0922.Superseded values are not recommended for survey control.
 NF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0922.See file dsdata.txt to determine how the superseded data were derived.
 NF0922
 NF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN918212(NAD 83)
 NF0922_MARKER: DB = BENCH MARK DISK
 NF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0922_STAMPING: D 173 1948
 NF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0922+STABILITY: SURFACE MOTION
 NF0922
 NF0922  HISTORY     - Date     Condition        Report By
 NF0922  HISTORY     - 1948     MONUMENTED       CGS
 NF0922  HISTORY     - 1987     GOOD             USPSQD
 NF0922  HISTORY     - 1989     GOOD             USPSQD
 NF0922  HISTORY     - 19971011 GOOD             USPSQD
 NF0922
 NF0922                          STATION DESCRIPTION
 NF0922
 NF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0922'2 MI W FROM MONTEREY.
 NF0922'ABOUT 2.05 MILES WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0922'AT MONTEREY, AT THE JUNCTION OF A ROAD NORTH AND ALONG THE EAST
 NF0922'SIDE OF THE SCHOOL YARD AT DISTRICT NO. 6 SCHOOL, 57 FEET NORTH
 NF0922'OF THE CENTER LINE OF THE EAST-WEST ROAD, 191 FEET EAST OF THE
 NF0922'CENTER LINE OF THE ROAD NORTH, 61 FEET EAST OF THE SOUTHEAST
 NF0922'CORNER OF THE SCHOOL, 5 FEET NORTHWEST OF A 6-INCH HICKORY TREE,
 NF0922'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 NF0922'EAST-WEST ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0922'5 INCHES.
 NF0922
 NF0922                          STATION RECOVERY (1987)
 NF0922
 NF0922'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0922'RECOVERED IN GOOD CONDITION.
 NF0922
 NF0922                          STATION RECOVERY (1989)
 NF0922
 NF0922'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0922'RECOVERED IN GOOD CONDITION.
 NF0922
 NF0922                          STATION RECOVERY (1997)
 NF0922
 NF0922'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0922'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0644 ***********************************************************************
 NF0644  DESIGNATION -  D 174
 NF0644  PID         -  NF0644
 NF0644  STATE/COUNTY-  MI/ALLEGAN
 NF0644  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0644
 NF0644                         *CURRENT SURVEY CONTROL
 NF0644  ___________________________________________________________________
 NF0644* NAD 83(1986)-  42 26 00.     (N)    085 57 15.     (W)     SCALED    
 NF0644* NAVD 88     -       216.011  (meters)     708.70   (feet)  ADJUSTED  
 NF0644  ___________________________________________________________________
 NF0644  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF0644  DYNAMIC HT  -         215.952 (meters)     708.50  (feet)  COMP
 NF0644  MODELED GRAV-     980,343.2   (mgal)                       NAVD 88
 NF0644
 NF0644  VERT ORDER  -  SECOND    CLASS 0
 NF0644
 NF0644.The horizontal coordinates were scaled from a topographic map and have
 NF0644.an estimated accuracy of +/- 6 seconds.
 NF0644
 NF0644.The orthometric height was determined by differential leveling
 NF0644.and adjusted by the National Geodetic Survey in June 1991..
 NF0644
 NF0644.The geoid height was determined by GEOID03.
 NF0644
 NF0644.The dynamic height is computed by dividing the NAVD 88
 NF0644.geopotential number by the normal gravity value computed on the
 NF0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0644.degrees latitude (g = 980.6199 gals.).
 NF0644
 NF0644.The modeled gravity was interpolated from observed gravity values.
 NF0644
 NF0644;                    North         East    Units  Estimated Accuracy
 NF0644;SPC MI S     -   104,900.    3,869,390.      MT  (+/- 180 meters Scaled)
 NF0644
 NF0644                          SUPERSEDED SURVEY CONTROL
 NF0644
 NF0644  NGVD 29 (??/??/92)  216.148  (m)          709.15   (f) ADJ UNCH    2 0
 NF0644
 NF0644.Superseded values are not recommended for survey control.
 NF0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0644.See file dsdata.txt to determine how the superseded data were derived.
 NF0644
 NF0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM860984(NAD 83)
 NF0644_MARKER: DB = BENCH MARK DISK
 NF0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0644_STAMPING: D 174 1948
 NF0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0644+STABILITY: SURFACE MOTION
 NF0644
 NF0644  HISTORY     - Date     Condition        Report By
 NF0644  HISTORY     - 1948     MONUMENTED       CGS
 NF0644  HISTORY     - 1983     GOOD             USPSQD
 NF0644  HISTORY     - 1984     GOOD             NGS
 NF0644  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0644  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0644
 NF0644                          STATION DESCRIPTION
 NF0644
 NF0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0644'1.7 MI SW FROM CHESHIRE.
 NF0644'1.7 MILES WEST AND SOUTH ALONG A BLACK TOP ROAD LEADING TO
 NF0644'BLOOMINGDALE FROM THE LINDSLEY SCHOOL AND A CEMETERY AT CHESHIRE,
 NF0644'ABOUT 3.7 MILES NORTH ALONG A BLACK TOP ROAD FROM THE MICHIGAN
 NF0644'CENTRAL RAILROAD STATION AT BLOOMINGDALE, AT THE CROSSING OF
 NF0644'COUNTY ROAD 400, ABOUT 1.0 MILE NORTH OF THE ALLEGAN-VANBUREN
 NF0644'COUNTY LINE, 128 FEET WEST OF THE CENTER LINE OF THE BLACK
 NF0644'TOP ROAD, 30 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 400,
 NF0644'82 FEET WEST-SOUTHWEST THE SOUTHWEST END OF NORTHWEST HEAD WALL
 NF0644'OF AN 18-INCH PIPE CULVERT DIAGONALLY UNDER INTERSECTION,
 NF0644'48 FEET SOUTHWEST OF A POWER POLE, 2 FEET EAST OF A WHITE WOODEN
 NF0644'WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP
 NF0644'OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0644
 NF0644                          STATION RECOVERY (1983)
 NF0644
 NF0644'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0644'WOODEN WITNESS POST BROKEN OFF AND LYING NEARBY, MARK IS THE
 NF0644'NORTHWEST ANGLE OF THE CROSSROADS 42ND STREET AND 102 ND AVENUE (E-W)
 NF0644'102 ND AVE, A GRAVEL ROAD, HAS BEEN WIDENED TO 32 FT. MARK LIES ABOUT
 NF0644'8 FT. NORTH OF THE EDGE OF GRADED SURFACE, PROJECTS 1 INCH ABOVE
 NF0644'SURFACE.
 NF0644
 NF0644                          STATION RECOVERY (1984)
 NF0644
 NF0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0644'RECOVERED IN GOOD CONDITION.
 NF0644
 NF0644                          STATION RECOVERY (1989)
 NF0644
 NF0644'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0644'MARK NOT FOUND.
 NF0644
 NF0644                          STATION RECOVERY (2006)
 NF0644
 NF0644'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0644'NOT FOUND LOCATED IN A SWAMPY AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0546 ***********************************************************************
 NF0546  DESIGNATION -  D 175
 NF0546  PID         -  NF0546
 NF0546  STATE/COUNTY-  MI/BARRY
 NF0546  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0546
 NF0546                         *CURRENT SURVEY CONTROL
 NF0546  ___________________________________________________________________
 NF0546* NAD 83(1986)-  42 27 55.     (N)    085 31 31.     (W)     SCALED    
 NF0546* NAVD 88     -       288.299  (meters)     945.86   (feet)  ADJUSTED  
 NF0546  ___________________________________________________________________
 NF0546  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF0546  DYNAMIC HT  -         288.211 (meters)     945.57  (feet)  COMP
 NF0546  MODELED GRAV-     980,310.2   (mgal)                       NAVD 88
 NF0546
 NF0546  VERT ORDER  -  SECOND    CLASS 0
 NF0546
 NF0546.The horizontal coordinates were scaled from a topographic map and have
 NF0546.an estimated accuracy of +/- 6 seconds.
 NF0546
 NF0546.The orthometric height was determined by differential leveling
 NF0546.and adjusted by the National Geodetic Survey in June 1991..
 NF0546
 NF0546.The geoid height was determined by GEOID03.
 NF0546
 NF0546.The dynamic height is computed by dividing the NAVD 88
 NF0546.geopotential number by the normal gravity value computed on the
 NF0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0546.degrees latitude (g = 980.6199 gals.).
 NF0546
 NF0546.The modeled gravity was interpolated from observed gravity values.
 NF0546
 NF0546;                    North         East    Units  Estimated Accuracy
 NF0546;SPC MI S     -   107,880.    3,904,720.      MT  (+/- 180 meters Scaled)
 NF0546
 NF0546                          SUPERSEDED SURVEY CONTROL
 NF0546
 NF0546  NGVD 29 (??/??/92)  288.424  (m)          946.27   (f) ADJ UNCH    2 0
 NF0546
 NF0546.Superseded values are not recommended for survey control.
 NF0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0546.See file dsdata.txt to determine how the superseded data were derived.
 NF0546
 NF0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN212024(NAD 83)
 NF0546_MARKER: DB = BENCH MARK DISK
 NF0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0546_STAMPING: D 175 1948
 NF0546_MARK LOGO: CGS   
 NF0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0546+STABILITY: SURFACE MOTION
 NF0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0546+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0546
 NF0546  HISTORY     - Date     Condition        Report By
 NF0546  HISTORY     - 1948     MONUMENTED       CGS
 NF0546  HISTORY     - 1989     GOOD             USPSQD
 NF0546  HISTORY     - 19940312 GOOD             LOCENG
 NF0546  HISTORY     - 19940312 GOOD             MI-015
 NF0546  HISTORY     - 19970311 GOOD             USPSQD
 NF0546  HISTORY     - 20051015 GOOD             USPSQD
 NF0546
 NF0546                          STATION DESCRIPTION
 NF0546
 NF0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0546'1 MI E FROM DOSTER.
 NF0546'0.95 MILE EAST ALONG A GRAVEL ROAD FROM THE COUNTY LINE
 NF0546'CROSSROADS AT DOSTER, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A
 NF0546'ROAD SOUTH, NEAR THE TOP OF A GRADE, 35 FEET NORTH OF THE CENTER
 NF0546'LINE OF THE ROAD, 2 FEET SOUTH OF THE FENCE LINE, 22 FEET WEST
 NF0546'OF THE CENTER LINE OF A DRIVE TO SOME FARM BUILDINGS, 22 FEET
 NF0546'SOUTHWEST OF A 20-INCH LONE APPLE TREE, 2 FEET EAST OF A WHITE
 NF0546'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 NF0546'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0546
 NF0546                          STATION RECOVERY (1989)
 NF0546
 NF0546'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0546'RECOVERED IN GOOD CONDITION.
 NF0546
 NF0546                          STATION RECOVERY (1994)
 NF0546
 NF0546'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0546'THE APPLE TREE AND WOOD WITNESS POST MENTIONED IN OLD DESCRIPTION ARE
 NF0546'MISSING.  PLACED A CARSONITE WITNESS POST WAS INSTALLED 1.0 FT (0.3 M)
 NF0546'NORTHEAST OF STATION.  NOT SUITABLE FOR USE WITH GPS.  THE DRIVE TO
 NF0546'FARM BUILDINGS MENTIONED IN THE OLD DESCRIPTION IS NOW A DRIVE TO
 NF0546'HOUSE NUMBER 12104, 3-MILE ROAD AND THE ROAD FROM DOSTER (3-MILE ROAD)
 NF0546'IS NOW BITUMINOUS.
 NF0546
 NF0546                          STATION RECOVERY (1994)
 NF0546
 NF0546'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0546'RECOVERED IN GOOD CONDITION.  NOTE--APPLE TREE AND WOOD WITNESS POST
 NF0546'MISSING, CARSONITE WITNESS POST INSTALLED, 1 FOOT NORTHEAST OF MARK
 NF0546'NOT SUITABLE FOR GPS.  DRIVE TO FARM BUILDINGS IS NOW DRIVE TO HOUSE
 NF0546'NUMBER 12104, 3.0 MI (4.8 KM) ROAD FROM DOSTER IS NOW BITUMINOUS.
 NF0546'LOCATED IN THE SOUTHEAST 1/4 OF SECTION 18, PRAIRIEVILLE TOWNSHIP.
 NF0546
 NF0546                          STATION RECOVERY (1997)
 NF0546
 NF0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0546'RECOVERED IN GOOD CONDITION.
 NF0546
 NF0546                          STATION RECOVERY (2005)
 NF0546
 NF0546'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0839 ***********************************************************************
 NF0839  DESIGNATION -  D 176
 NF0839  PID         -  NF0839
 NF0839  STATE/COUNTY-  MI/ALLEGAN
 NF0839  USGS QUAD   -  ORANGEVILLE (1982)
 NF0839
 NF0839                         *CURRENT SURVEY CONTROL
 NF0839  ___________________________________________________________________
 NF0839* NAD 83(1986)-  42 35 40.     (N)    085 33 38.     (W)     SCALED    
 NF0839* NAVD 88     -       237.743  (meters)     780.00   (feet)  ADJUSTED  
 NF0839  ___________________________________________________________________
 NF0839  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0839  DYNAMIC HT  -         237.674 (meters)     779.77  (feet)  COMP
 NF0839  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 NF0839
 NF0839  VERT ORDER  -  SECOND    CLASS 0
 NF0839
 NF0839.The horizontal coordinates were scaled from a topographic map and have
 NF0839.an estimated accuracy of +/- 6 seconds.
 NF0839
 NF0839.The orthometric height was determined by differential leveling
 NF0839.and adjusted by the National Geodetic Survey in June 1991..
 NF0839
 NF0839.The geoid height was determined by GEOID03.
 NF0839
 NF0839.The dynamic height is computed by dividing the NAVD 88
 NF0839.geopotential number by the normal gravity value computed on the
 NF0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0839.degrees latitude (g = 980.6199 gals.).
 NF0839
 NF0839.The modeled gravity was interpolated from observed gravity values.
 NF0839
 NF0839;                    North         East    Units  Estimated Accuracy
 NF0839;SPC MI S     -   122,260.    3,902,020.      MT  (+/- 180 meters Scaled)
 NF0839
 NF0839                          SUPERSEDED SURVEY CONTROL
 NF0839
 NF0839  NGVD 29 (??/??/92)  237.870  (m)          780.41   (f) ADJ UNCH    2 0
 NF0839
 NF0839.Superseded values are not recommended for survey control.
 NF0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0839.See file dsdata.txt to determine how the superseded data were derived.
 NF0839
 NF0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN180167(NAD 83)
 NF0839_MARKER: DB = BENCH MARK DISK
 NF0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0839_STAMPING: D 176 1948
 NF0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0839+STABILITY: SURFACE MOTION
 NF0839
 NF0839  HISTORY     - Date     Condition        Report By
 NF0839  HISTORY     - 1948     MONUMENTED       CGS
 NF0839  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0839
 NF0839                          STATION DESCRIPTION
 NF0839
 NF0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0839'3.9 MI E FROM SHELBYVILLE.
 NF0839'ABOUT 3.9 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0839'RAILROAD STATION AT SHELBYVILLE, ABOUT 0.9 MILE EAST OF A
 NF0839'NORTH-SOUTH CROSSROAD, ABOUT 0.6 MILE WEST OF THE T JUNCTION
 NF0839'OF A NORTH-SOUTH ROAD AND THE WEST SHORE OF GUN LAKE, AT THE
 NF0839'TOP OF A GRADE AND AT A T FENCE CORNER, 115 FEET EAST OF THE
 NF0839'CENTER LINE OF A DRIVE SOUTH TO A SMALL HOUSE, 27 FEET SOUTH
 NF0839'OF THE CENTER LINE OF THE BLACK TOP ROAD, 2 FEET NORTH OF A
 NF0839'WIRE FENCE AN IN LINE WITH THE T FENCE SOUTH, 16.5 FEET EAST
 NF0839'OF A 14-INCH HICKORY TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 NF0839'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0839'POST PROJECTING 4 IN.
 NF0839
 NF0839                          STATION RECOVERY (1997)
 NF0839
 NF0839'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0373 ***********************************************************************
 NF0373  DESIGNATION -  D 177
 NF0373  PID         -  NF0373
 NF0373  STATE/COUNTY-  MI/BARRY
 NF0373  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0373
 NF0373                         *CURRENT SURVEY CONTROL
 NF0373  ___________________________________________________________________
 NF0373* NAD 83(1986)-  42 40 29.     (N)    085 25 01.     (W)     SCALED    
 NF0373* NAVD 88     -       236.909  (meters)     777.26   (feet)  ADJUSTED  
 NF0373  ___________________________________________________________________
 NF0373  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF0373  DYNAMIC HT  -         236.839 (meters)     777.03  (feet)  COMP
 NF0373  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 NF0373
 NF0373  VERT ORDER  -  SECOND    CLASS 0
 NF0373
 NF0373.The horizontal coordinates were scaled from a topographic map and have
 NF0373.an estimated accuracy of +/- 6 seconds.
 NF0373
 NF0373.The orthometric height was determined by differential leveling
 NF0373.and adjusted by the National Geodetic Survey in June 1991..
 NF0373
 NF0373.The geoid height was determined by GEOID03.
 NF0373
 NF0373.The dynamic height is computed by dividing the NAVD 88
 NF0373.geopotential number by the normal gravity value computed on the
 NF0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0373.degrees latitude (g = 980.6199 gals.).
 NF0373
 NF0373.The modeled gravity was interpolated from observed gravity values.
 NF0373
 NF0373;                    North         East    Units  Estimated Accuracy
 NF0373;SPC MI S     -   131,020.    3,913,920.      MT  (+/- 180 meters Scaled)
 NF0373
 NF0373                          SUPERSEDED SURVEY CONTROL
 NF0373
 NF0373  NGVD 29 (??/??/92)  237.034  (m)          777.67   (f) ADJ UNCH    2 0
 NF0373
 NF0373.Superseded values are not recommended for survey control.
 NF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0373.See file dsdata.txt to determine how the superseded data were derived.
 NF0373
 NF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN297259(NAD 83)
 NF0373_MARKER: DB = BENCH MARK DISK
 NF0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0373_STAMPING: D 177 1948
 NF0373_MARK LOGO: CGS   
 NF0373_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0373+STABILITY: SURFACE MOTION
 NF0373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0373+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0373
 NF0373  HISTORY     - Date     Condition        Report By
 NF0373  HISTORY     - 1948     MONUMENTED       CGS
 NF0373  HISTORY     - 1985     GOOD             USPSQD
 NF0373  HISTORY     - 1987     GOOD             USPSQD
 NF0373  HISTORY     - 19940312 GOOD             LOCENG
 NF0373  HISTORY     - 19940312 GOOD             MI-015
 NF0373  HISTORY     - 20020913 GOOD             LOCENG
 NF0373  HISTORY     - 20041030 GOOD             USPSQD
 NF0373
 NF0373                          STATION DESCRIPTION
 NF0373
 NF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0373'4.6 MI SE FROM MIDDLEVILLE.
 NF0373'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K. KELLOGG
 NF0373'SCHOOL AT MIDDLEVILLE, AT THE JUNCTION OF A ROAD NORTH TO IRVING,
 NF0373'56 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 41 1/2
 NF0373'FEET EAST-SOUTHEAST OF A 28-INCH OAK TREE WHICH IS IN THE
 NF0373'PROLONGED CENTER LINE OF THE ROAD NORTH, 45 FEET SOUTH OF THE
 NF0373'CENTER LINE OF THE HIGHWAY, 29 FEET WEST OF A POWER POLE, 30 FEET
 NF0373'EAST OF A FENCE CORNER, 4 FEET NORTH OF THE FENCE LINE, 1 1/2
 NF0373'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 NF0373'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0373
 NF0373                          STATION RECOVERY (1985)
 NF0373
 NF0373'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0373'OAK TREE GONE AND FENCE GONE.
 NF0373
 NF0373                          STATION RECOVERY (1987)
 NF0373
 NF0373'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0373'RECOVERED IN GOOD CONDITION.
 NF0373
 NF0373                          STATION RECOVERY (1994)
 NF0373
 NF0373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0373'THE WOOD WITNESS POST MENTIONED IN OLD DESCRIPTION IS INTACT.  THE OAK
 NF0373'TREE IS GONE AS WELL AS THE FENCE LINE AND FENCE CORNER.  THE POWER
 NF0373'POLE MENTIONED 29.0 FT (8.8 M) EAST REMAINS.  A NEWER POWER POLE IS
 NF0373'11.0 FT (3.4 M) SOUTHEAST OF STATION AND A 15-INCH OAK TREE IS 10.5
 NF0373'WEST OF STATION.  A CARSONITE WITNESS POST WAS INSTALLED BY STATION
 NF0373'STATION IS MARGINALLY SUITED FOR USE WITH GPS.
 NF0373
 NF0373                          STATION RECOVERY (1994)
 NF0373
 NF0373'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0373'WOOD WITNESS POST FOUND INTACT, OAK TREE GONE, FENCE LINE AND FENCE
 NF0373'CORNER GONE, POWER POLE EAST 29 FEET REMAINS, NEWER POWER POLE IS
 NF0373'SOUTHEAST 11 FEET, 10.5 FEET WEST OF A OAK TREE, CARSONITE WITNESS
 NF0373'POST INSTALLED.  MARGINALLY SUITED FOR GPS. LOCATED NEAR THE CENTER OF
 NF0373'SECTION 6, RUTLAND TOWNSHIP
 NF0373
 NF0373                          STATION RECOVERY (2002)
 NF0373
 NF0373'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NF0373'STATION NO LONGER SUITABLE FOR GPS OBSERVATIONS DUE TO DECIDUOUS TREE
 NF0373'GROWTH. MORE SUITED TO USE AS ECCENTRIC STATION, OR USE NEARBY GPSABLE
 NF0373'STATIONS Z 169 AND B 177.
 NF0373
 NF0373                          STATION RECOVERY (2004)
 NF0373
 NF0373'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0678 ***********************************************************************
 NE0678  DESIGNATION -  D 178
 NE0678  PID         -  NE0678
 NE0678  STATE/COUNTY-  MI/WASHTENAW
 NE0678  USGS QUAD   -  DEXTER (1983)
 NE0678
 NE0678                         *CURRENT SURVEY CONTROL
 NE0678  ___________________________________________________________________
 NE0678* NAD 83(1986)-  42 22 23.     (N)    083 55 17.     (W)     SCALED    
 NE0678* NAVD 88     -       263.629  (meters)     864.92   (feet)  ADJUSTED  
 NE0678  ___________________________________________________________________
 NE0678  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NE0678  DYNAMIC HT  -         263.554 (meters)     864.68  (feet)  COMP
 NE0678  MODELED GRAV-     980,326.6   (mgal)                       NAVD 88
 NE0678
 NE0678  VERT ORDER  -  FIRST     CLASS II
 NE0678
 NE0678.The horizontal coordinates were scaled from a topographic map and have
 NE0678.an estimated accuracy of +/- 6 seconds.
 NE0678
 NE0678.The orthometric height was determined by differential leveling
 NE0678.and adjusted by the National Geodetic Survey in June 1991..
 NE0678.WARNING-Repeat measurements at this control monument indicate possible
 NE0678.vertical movement.
 NE0678
 NE0678.The geoid height was determined by GEOID03.
 NE0678
 NE0678.The dynamic height is computed by dividing the NAVD 88
 NE0678.geopotential number by the normal gravity value computed on the
 NE0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0678.degrees latitude (g = 980.6199 gals.).
 NE0678
 NE0678.The modeled gravity was interpolated from observed gravity values.
 NE0678
 NE0678;                    North         East    Units  Estimated Accuracy
 NE0678;SPC MI S     -    97,070.    4,036,670.      MT  (+/- 180 meters Scaled)
 NE0678
 NE0678                          SUPERSEDED SURVEY CONTROL
 NE0678
 NE0678  NGVD 29 (01/19/93)  263.751  (m)          865.32   (f) ADJUSTED    1 2
 NE0678
 NE0678.Superseded values are not recommended for survey control.
 NE0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0678.See file dsdata.txt to determine how the superseded data were derived.
 NE0678
 NE0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG594953(NAD 83)
 NE0678_MARKER: DB = BENCH MARK DISK
 NE0678_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0678_SP_SET: WINGWALL
 NE0678_STAMPING: D 178 1948
 NE0678_MARK LOGO: CGS   
 NE0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0678+STABILITY: SURFACE MOTION
 NE0678
 NE0678  HISTORY     - Date     Condition        Report By
 NE0678  HISTORY     - 1948     MONUMENTED       CGS
 NE0678  HISTORY     - 1985     GOOD             NGS
 NE0678  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0678
 NE0678                          STATION DESCRIPTION
 NE0678
 NE0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0678'3.5 MI NNW FROM DEXTER.
 NE0678'3.5 MILES NORTH-NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE UNION
 NE0678'SCHOOL AT DEXTER, SET IN A PRIVATE DAM OVER A SMALL STREAM, 45
 NE0678'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF THE
 NE0678'NORTH END OF THE SPILLWAY, 23 FEET NORTHWEST OF THE WEST END OF A
 NE0678'6-FOOT CONCRETE BRIDGE UNDER ROAD, 1 1/2 FEET BELOW THE ROAD
 NE0678'AND SET IN A DRILL HOLE.
 NE0678
 NE0678                          STATION RECOVERY (1985)
 NE0678
 NE0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0678'RECOVERED IN GOOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.6 KM
 NE0678'(2.85 MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS JUNCTION
 NE0678'WITH DEXTER-CHELSEA ROAD IN DEXTER, IN THE SOUTH END OF THE NORTH
 NE0678'CONCRETE WINGWALL OF A SMALL DAM, 0.2 KM (0.1 MI) NORTH OF THE
 NE0678'INTERSECTION OF ALICE HILL ROAD, 13.8 M (45.3 FT) WEST OF THE
 NE0678'CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) NORTH OF THE NORTH EDGE OF
 NE0678'A SPILLWAY.
 NE0678'THE MARK IS 0.6 M BELOW THE ROAD.
 NE0678
 NE0678                          STATION RECOVERY (1998)
 NE0678
 NE0678'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0322 ***********************************************************************
 MC0322  DESIGNATION -  D 179
 MC0322  PID         -  MC0322
 MC0322  STATE/COUNTY-  MI/MONROE
 MC0322  USGS QUAD   -  MONROE (1979)
 MC0322
 MC0322                         *CURRENT SURVEY CONTROL
 MC0322  ___________________________________________________________________
 MC0322* NAD 83(1986)-  41 55 54.     (N)    083 26 10.     (W)     SCALED    
 MC0322* NAVD 88     -       185.450  (meters)     608.43   (feet)  ADJUSTED  
 MC0322  ___________________________________________________________________
 MC0322  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 MC0322  DYNAMIC HT  -         185.384 (meters)     608.21  (feet)  COMP
 MC0322  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 MC0322
 MC0322  VERT ORDER  -  FIRST     CLASS II
 MC0322
 MC0322.The horizontal coordinates were scaled from a topographic map and have
 MC0322.an estimated accuracy of +/- 6 seconds.
 MC0322
 MC0322.The orthometric height was determined by differential leveling
 MC0322.and adjusted by the National Geodetic Survey in June 1991..
 MC0322
 MC0322.The geoid height was determined by GEOID03.
 MC0322
 MC0322.The dynamic height is computed by dividing the NAVD 88
 MC0322.geopotential number by the normal gravity value computed on the
 MC0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0322.degrees latitude (g = 980.6199 gals.).
 MC0322
 MC0322.The modeled gravity was interpolated from observed gravity values.
 MC0322
 MC0322;                    North         East    Units  Estimated Accuracy
 MC0322;SPC MI S     -    48,380.    4,077,180.      MT  (+/- 180 meters Scaled)
 MC0322
 MC0322                          SUPERSEDED SURVEY CONTROL
 MC0322
 MC0322  NGVD 29 (??/??/92)  185.617  (m)          608.98   (f) ADJ UNCH    1 2
 MC0322
 MC0322.Superseded values are not recommended for survey control.
 MC0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0322.See file dsdata.txt to determine how the superseded data were derived.
 MC0322
 MC0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG980450(NAD 83)
 MC0322_MARKER: DB = BENCH MARK DISK
 MC0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0322_STAMPING: D 179 1954
 MC0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0322+STABILITY: SURFACE MOTION
 MC0322
 MC0322  HISTORY     - Date     Condition        Report By
 MC0322  HISTORY     - 1954     MONUMENTED       CGS
 MC0322  HISTORY     - 1968     GOOD             NGS
 MC0322  HISTORY     - 1973     GOOD             NGS
 MC0322  HISTORY     - 1983     GOOD             LOCSUR
 MC0322  HISTORY     - 1985     GOOD             USPSQD
 MC0322  HISTORY     - 1987     GOOD             USPSQD
 MC0322
 MC0322                          STATION DESCRIPTION
 MC0322
 MC0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0322'3 MI NW FROM MONROE.
 MC0322'ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE POST OFFICE
 MC0322'BUILDING AT MONROE, THENCE 2.35 MILES WEST ALONG ELM STREET AND
 MC0322'CUSTER ROAD, THENCE 0.35 MILE NORTH ALONG AIRPORT DRIVE, AT THE
 MC0322'CUSTER MUNICIPAL AIRPORT, 94 FEET SOUTHWEST OF THE SOUTHWEST
 MC0322'LEG OF THE AIRPORT BEACON, 220 FEET EAST OF BENCH MARK E 179
 MC0322'DESCRIBED, 2 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 MC0322'FRAME BUILDING BUILT ON THE NORTH END OF A SMALL HANGAR, ABOUT
 MC0322'LEVEL WITH THE AIRPORT DRIVE AND SET IN THE TOP OF A CONCRETE
 MC0322'POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MC0322
 MC0322                          STATION RECOVERY (1973)
 MC0322
 MC0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0322'RECOVERED IN GOOD CONDITION.
 MC0322
 MC0322                          STATION RECOVERY (1983)
 MC0322
 MC0322'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0322'NOTE: ADD WITNESS POST TO DETAIL, ALSO ON DETAIL --'NORTHWEST CORNER
 MC0322'OF A SMALL FRAME BUILDING-BUILDING REMOVED.
 MC0322
 MC0322                          STATION RECOVERY (1985)
 MC0322
 MC0322'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0322'RECOVERED IN GOOD CONDITION.
 MC0322
 MC0322                          STATION RECOVERY (1987)
 MC0322
 MC0322'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0493 ***********************************************************************
 NE0493  DESIGNATION -  D 180
 NE0493  PID         -  NE0493
 NE0493  STATE/COUNTY-  MI/MONROE
 NE0493  USGS QUAD   -  FLAT ROCK (1973)
 NE0493
 NE0493                         *CURRENT SURVEY CONTROL
 NE0493  ___________________________________________________________________
 NE0493* NAD 83(1986)-  42 03 08.     (N)    083 15 18.     (W)     SCALED    
 NE0493* NAVD 88     -       178.001  (meters)     583.99   (feet)  ADJUSTED  
 NE0493  ___________________________________________________________________
 NE0493  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 NE0493  DYNAMIC HT  -         177.941 (meters)     583.79  (feet)  COMP
 NE0493  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 NE0493
 NE0493  VERT ORDER  -  FIRST     CLASS I
 NE0493
 NE0493.The horizontal coordinates were scaled from a topographic map and have
 NE0493.an estimated accuracy of +/- 6 seconds.
 NE0493
 NE0493.The orthometric height was determined by differential leveling
 NE0493.and adjusted by the National Geodetic Survey in June 1991..
 NE0493.WARNING-Repeat measurements at this control monument indicate possible
 NE0493.vertical movement.
 NE0493
 NE0493.The geoid height was determined by GEOID03.
 NE0493
 NE0493.The dynamic height is computed by dividing the NAVD 88
 NE0493.geopotential number by the normal gravity value computed on the
 NE0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0493.degrees latitude (g = 980.6199 gals.).
 NE0493
 NE0493.The modeled gravity was interpolated from observed gravity values.
 NE0493
 NE0493;                    North         East    Units  Estimated Accuracy
 NE0493;SPC MI S     -    61,950.    4,092,030.      MT  (+/- 180 meters Scaled)
 NE0493
 NE0493                          SUPERSEDED SURVEY CONTROL
 NE0493
 NE0493  NGVD 29 (??/??/92)  178.171  (m)          584.55   (f) ADJ UNCH    1 1
 NE0493
 NE0493.Superseded values are not recommended for survey control.
 NE0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0493.See file dsdata.txt to determine how the superseded data were derived.
 NE0493
 NE0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG133580(NAD 83)
 NE0493_MARKER: DB = BENCH MARK DISK
 NE0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0493_STAMPING: D 180 1954
 NE0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0493+STABILITY: SURFACE MOTION
 NE0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0493+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 NE0493
 NE0493  HISTORY     - Date     Condition        Report By
 NE0493  HISTORY     - 1954     MONUMENTED       CGS
 NE0493  HISTORY     - 1968     GOOD             NGS
 NE0493  HISTORY     - 1973     GOOD             NGS
 NE0493  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0493  HISTORY     - 1988     GOOD             USPSQD
 NE0493  HISTORY     - 20060111 GOOD             INDIV
 NE0493
 NE0493                          STATION DESCRIPTION
 NE0493
 NE0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0493'1.2 MI SW FROM ROCKWOOD.
 NE0493'ABOUT 1.2 MILES SOUTH ALONG THE DETROIT AND TOLEDO SHORE LINE
 NE0493'RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0493'ABOUT 0.35 MILE NORTHEAST OF MILEPOST 29, AT THE CROSSING OF
 NE0493'READY ROAD, 47 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NE0493'NORTHBOUND TRACK AT THE CENTER LINE OF THE ROAD CROSSING, 17 1/2
 NE0493'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET EAST OF
 NE0493'THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTH, 5 FEET EAST
 NE0493'OF A POWER LINE POLE WITH A GUY WIRE, 1.1 FEET WEST OF A METAL
 NE0493'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 NE0493'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
 NE0493'THE GROUND.  SEC 21, T 5 S, R 10 E
 NE0493
 NE0493                          STATION RECOVERY (1973)
 NE0493
 NE0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 NE0493'RECOVERED IN GOOD CONDITION.
 NE0493
 NE0493                          STATION RECOVERY (1987)
 NE0493
 NE0493'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0493'MARK NOT FOUND.
 NE0493
 NE0493                          STATION RECOVERY (1988)
 NE0493
 NE0493'RECOVERY NOTE BY US POWER SQUADRON 1988 (PS)
 NE0493'RECOVERED IN GOOD CONDITION.
 NE0493
 NE0493                          STATION RECOVERY (2006)
 NE0493
 NE0493'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (BAD)
 NE0493'RECOVERED AS DESCRIBED
 NE0493'A BELL END SECTION OF REINFORCED CONCRETE PIPE HAS BEEN PLACED AROUND
 NE0493'THE MONUMENT FOR PROTECTION.  RCP IS APPROXIMATELY 12 INCHES WIDE BY
 NE0493'12 INCHES DEEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0036 ***********************************************************************
 QJ0036  DESIGNATION -  D 183
 QJ0036  PID         -  QJ0036
 QJ0036  STATE/COUNTY-  MI/ALPENA
 QJ0036  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0036
 QJ0036                         *CURRENT SURVEY CONTROL
 QJ0036  ___________________________________________________________________
 QJ0036* NAD 83(1986)-  45 03 40.     (N)    083 31 09.     (W)     SCALED    
 QJ0036* NAVD 88     -       202.048  (meters)     662.89   (feet)  ADJUSTED  
 QJ0036  ___________________________________________________________________
 QJ0036  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 QJ0036  DYNAMIC HT  -         202.033 (meters)     662.84  (feet)  COMP
 QJ0036  MODELED GRAV-     980,539.0   (mgal)                       NAVD 88
 QJ0036
 QJ0036  VERT ORDER  -  SECOND    CLASS 0
 QJ0036
 QJ0036.The horizontal coordinates were scaled from a topographic map and have
 QJ0036.an estimated accuracy of +/- 6 seconds.
 QJ0036
 QJ0036.The orthometric height was determined by differential leveling
 QJ0036.and adjusted by the National Geodetic Survey in June 1991..
 QJ0036
 QJ0036.The geoid height was determined by GEOID03.
 QJ0036
 QJ0036.The dynamic height is computed by dividing the NAVD 88
 QJ0036.geopotential number by the normal gravity value computed on the
 QJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0036.degrees latitude (g = 980.6199 gals.).
 QJ0036
 QJ0036.The modeled gravity was interpolated from observed gravity values.
 QJ0036
 QJ0036;                    North         East    Units  Estimated Accuracy
 QJ0036;SPC MI C     -   194,190.    6,066,750.      MT  (+/- 180 meters Scaled)
 QJ0036
 QJ0036                          SUPERSEDED SURVEY CONTROL
 QJ0036
 QJ0036  NGVD 29 (??/??/92)  202.191  (m)          663.36   (f) ADJ UNCH    2 0
 QJ0036
 QJ0036.Superseded values are not recommended for survey control.
 QJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0036.See file dsdata.txt to determine how the superseded data were derived.
 QJ0036
 QJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK016928(NAD 83)
 QJ0036_MARKER: DB = BENCH MARK DISK
 QJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0036_STAMPING: D 183 1966
 QJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0036+STABILITY: SURFACE MOTION
 QJ0036
 QJ0036  HISTORY     - Date     Condition        Report By
 QJ0036  HISTORY     - 1966     MONUMENTED       CGS
 QJ0036  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0036
 QJ0036                          STATION DESCRIPTION
 QJ0036
 QJ0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0036'4.2 MI W FROM ALPENA.
 QJ0036'THE MARK IS LOCATED 3.2 MILES WEST OF THE INTERSECTION OF STATE
 QJ0036'HIGHWAY 32 AND THE DETROIT AND MACKINAC RAILROAD TRACKS, 1.25
 QJ0036'MILES WEST OF C 183, 0.85 MILE EAST OF E 183, ON THE PROPERTY
 QJ0036'OF THE E. WASKO SMALL ANIMAL CLINIC, 74 FEET SOUTH OF THE
 QJ0036'CENTERLINE OF STATE HIGHWAY 32, 22 FEET WEST OF THE CENTERLINE
 QJ0036'OF THE DRIVEWAY TO THE CLINIC, AND 3 FEET WEST OF A GUYED POWER
 QJ0036'POLE.  IT IS A STANDARD DISK STAMPED D 183 1966 SET IN TOP OF
 QJ0036'A 9-INCH CONCRETE POST FLUSH WITH THE GROUND AND IS ABOUT TWO
 QJ0036'FEET HIGHER THAN THE HIGHWAY.
 QJ0036
 QJ0036                          STATION RECOVERY (1999)
 QJ0036
 QJ0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0478 ***********************************************************************
 NE0478  DESIGNATION -  D 185
 NE0478  PID         -  NE0478
 NE0478  STATE/COUNTY-  MI/WAYNE
 NE0478  USGS QUAD   -  INKSTER (1983)
 NE0478
 NE0478                         *CURRENT SURVEY CONTROL
 NE0478  ___________________________________________________________________
 NE0478* NAD 83(1986)-  42 16 32.     (N)    083 19 44.     (W)     SCALED    
 NE0478* NAVD 88     -       194.230  (meters)     637.24   (feet)  ADJUSTED  
 NE0478  ___________________________________________________________________
 NE0478  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NE0478  DYNAMIC HT  -         194.171 (meters)     637.04  (feet)  COMP
 NE0478  MODELED GRAV-     980,316.1   (mgal)                       NAVD 88
 NE0478
 NE0478  VERT ORDER  -  SECOND    CLASS 0
 NE0478
 NE0478.The horizontal coordinates were scaled from a topographic map and have
 NE0478.an estimated accuracy of +/- 6 seconds.
 NE0478
 NE0478.The orthometric height was determined by differential leveling
 NE0478.and adjusted by the National Geodetic Survey in June 1991..
 NE0478
 NE0478.The geoid height was determined by GEOID03.
 NE0478
 NE0478.The dynamic height is computed by dividing the NAVD 88
 NE0478.geopotential number by the normal gravity value computed on the
 NE0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0478.degrees latitude (g = 980.6199 gals.).
 NE0478
 NE0478.The modeled gravity was interpolated from observed gravity values.
 NE0478
 NE0478;                    North         East    Units  Estimated Accuracy
 NE0478;SPC MI S     -    86,680.    4,085,600.      MT  (+/- 180 meters Scaled)
 NE0478
 NE0478                          SUPERSEDED SURVEY CONTROL
 NE0478
 NE0478  NGVD 29 (??/??/92)  194.369  (m)          637.69   (f) ADJ UNCH    2 0
 NE0478
 NE0478.Superseded values are not recommended for survey control.
 NE0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0478.See file dsdata.txt to determine how the superseded data were derived.
 NE0478
 NE0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079829(NAD 83)
 NE0478_MARKER: DB = BENCH MARK DISK
 NE0478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0478_SP_SET: CULVERT
 NE0478_STAMPING: D 185 1958
 NE0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0478
 NE0478  HISTORY     - Date     Condition        Report By
 NE0478  HISTORY     - 1958     MONUMENTED       CGS
 NE0478  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0478  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0478
 NE0478                          STATION DESCRIPTION
 NE0478
 NE0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0478'1 MI S FROM INKSTER.
 NE0478'THE MARK IS SET IN A DRILL HOLE IN THE WING WALL OF A CULVERT
 NE0478'ON THE WEST SIDE OF MIDDLE BELT ROAD, 190 FEET NORTH OF THE
 NE0478'T-JUNCTION WITH ANNAPOLIS ROAD, 26.3 FEET WEST OF THE CENTER-LINE
 NE0478'OF MIDDLE BELT ROAD AND IS SET IN THE SOUTH WINGWALL ABOUT 1
 NE0478'FOOT BELOW THE HEAD OF THE CULVERT WALL.
 NE0478
 NE0478                          STATION RECOVERY (1983)
 NE0478
 NE0478'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0478'MARK NOT FOUND.
 NE0478
 NE0478                          STATION RECOVERY (1989)
 NE0478
 NE0478'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0494 ***********************************************************************
 NF0494  DESIGNATION -  D 187
 NF0494  PID         -  NF0494
 NF0494  STATE/COUNTY-  MI/CALHOUN
 NF0494  USGS QUAD   -  BATTLE CREEK (1985)
 NF0494
 NF0494                         *CURRENT SURVEY CONTROL
 NF0494  ___________________________________________________________________
 NF0494* NAD 83(1986)-  42 19 10.     (N)    085 14 35.     (W)     SCALED    
 NF0494* NAVD 88     -       283.674  (meters)     930.69   (feet)  ADJUSTED  
 NF0494  ___________________________________________________________________
 NF0494  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF0494  DYNAMIC HT  -         283.586 (meters)     930.40  (feet)  COMP
 NF0494  MODELED GRAV-     980,301.6   (mgal)                       NAVD 88
 NF0494
 NF0494  VERT ORDER  -  SECOND    CLASS 0
 NF0494
 NF0494.The horizontal coordinates were scaled from a topographic map and have
 NF0494.an estimated accuracy of +/- 6 seconds.
 NF0494
 NF0494.The orthometric height was determined by differential leveling
 NF0494.and adjusted by the National Geodetic Survey in June 1991..
 NF0494
 NF0494.The geoid height was determined by GEOID03.
 NF0494
 NF0494.The dynamic height is computed by dividing the NAVD 88
 NF0494.geopotential number by the normal gravity value computed on the
 NF0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0494.degrees latitude (g = 980.6199 gals.).
 NF0494
 NF0494.The modeled gravity was interpolated from observed gravity values.
 NF0494
 NF0494;                    North         East    Units  Estimated Accuracy
 NF0494;SPC MI S     -    91,400.    3,927,760.      MT  (+/- 180 meters Scaled)
 NF0494
 NF0494                          SUPERSEDED SURVEY CONTROL
 NF0494
 NF0494  NGVD 29 (??/??/92)  283.800  (m)          931.10   (f) ADJ UNCH    2 0
 NF0494
 NF0494.Superseded values are not recommended for survey control.
 NF0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0494.See file dsdata.txt to determine how the superseded data were derived.
 NF0494
 NF0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM447867(NAD 83)
 NF0494_MARKER: DB = BENCH MARK DISK
 NF0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0494_SP_SET: BUILDING
 NF0494_STAMPING: D 187 1962
 NF0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0494
 NF0494  HISTORY     - Date     Condition        Report By
 NF0494  HISTORY     - 1962     MONUMENTED       CGS
 NF0494  HISTORY     - 1977     GOOD             MIDH
 NF0494  HISTORY     - 1987     GOOD             USPSQD
 NF0494  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0494
 NF0494                          STATION DESCRIPTION
 NF0494
 NF0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 NF0494'3.6 MI W FROM BATTLE CREEK.
 NF0494'3.6 MILES WEST BENCH MARK IS A KELLOGG FIELD, BATTLE CREEK,
 NF0494'MICHIGAN, ON WEST SIDE OF THE TERMINAL BUILDING UNDER THE
 NF0494'TOWER.  IT IS 22 FEET NORTH OF THE MAIN ENTRANCE TO THE TERMINAL
 NF0494'AND IS SET IN A 1 FT HIGH CONCRETE SLAB AT THE ENTRANCE TO A
 NF0494'SMALL OFFICE.  DISK IS 6 IN NORTH OF AN E-W WALL AND 6 IN FROM
 NF0494'THE WEST EDGE OF SLAB.
 NF0494
 NF0494                          STATION RECOVERY (1977)
 NF0494
 NF0494'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0494'RECOVERED IN GOOD CONDITION.
 NF0494
 NF0494                          STATION RECOVERY (1987)
 NF0494
 NF0494'RECOVERY NOTE BY US POWER SQUADRON 1987 (JLM)
 NF0494'RECOVERED IN GOOD CONDITION.
 NF0494
 NF0494                          STATION RECOVERY (2001)
 NF0494
 NF0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0494'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0007 ***********************************************************************
 NF0007  DESIGNATION -  D 19
 NF0007  PID         -  NF0007
 NF0007  STATE/COUNTY-  MI/INGHAM
 NF0007  USGS QUAD   -  MASON (1970)
 NF0007
 NF0007                         *CURRENT SURVEY CONTROL
 NF0007  ___________________________________________________________________
 NF0007* NAD 83(1986)-  42 33 55.     (N)    084 26 14.     (W)     SCALED    
 NF0007* NAVD 88     -       274.932  (meters)     902.01   (feet)  ADJUSTED  
 NF0007  ___________________________________________________________________
 NF0007  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF0007  DYNAMIC HT  -         274.847 (meters)     901.73  (feet)  COMP
 NF0007  MODELED GRAV-     980,302.7   (mgal)                       NAVD 88
 NF0007
 NF0007  VERT ORDER  -  FIRST     CLASS II
 NF0007
 NF0007.The horizontal coordinates were scaled from a topographic map and have
 NF0007.an estimated accuracy of +/- 6 seconds.
 NF0007
 NF0007.The orthometric height was determined by differential leveling
 NF0007.and adjusted by the National Geodetic Survey in June 1991..
 NF0007
 NF0007.The geoid height was determined by GEOID03.
 NF0007
 NF0007.The dynamic height is computed by dividing the NAVD 88
 NF0007.geopotential number by the normal gravity value computed on the
 NF0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0007.degrees latitude (g = 980.6199 gals.).
 NF0007
 NF0007.The modeled gravity was interpolated from observed gravity values.
 NF0007
 NF0007;                    North         East    Units  Estimated Accuracy
 NF0007;SPC MI S     -   118,330.    3,994,210.      MT  (+/- 180 meters Scaled)
 NF0007
 NF0007                          SUPERSEDED SURVEY CONTROL
 NF0007
 NF0007  NGVD 29 (??/??/92)  275.060  (m)          902.43   (f) ADJ UNCH    1 2
 NF0007
 NF0007.Superseded values are not recommended for survey control.
 NF0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0007.See file dsdata.txt to determine how the superseded data were derived.
 NF0007
 NF0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN103157(NAD 83)
 NF0007_MARKER: Q = CHISELED SQUARE
 NF0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0007_SP_SET: CULVERT
 NF0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0007
 NF0007  HISTORY     - Date     Condition        Report By
 NF0007  HISTORY     - UNK      MONUMENTED       CGS
 NF0007  HISTORY     - 1958     MARK NOT FOUND   NGS
 NF0007  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0007  HISTORY     - 20030419 POOR             USPSQD
 NF0007  HISTORY     - 20060429 POOR             USPSQD
 NF0007
 NF0007                          STATION DESCRIPTION
 NF0007
 NF0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NF0007'1.2 MI S FROM MASON.
 NF0007'1.2 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0007'STATION AT MASON, INGHAM COUNTY, 5.3 FEET EAST OF THE EAST
 NF0007'RAIL, AT A STONE CULVERT, AND ON THE SOUTH END OF THE EAST
 NF0007'HEADWALL.  A CHISELED SQUARE, NEAR THE LETTERS U.S.  NOTE-- THE
 NF0007'STONE CULVERT WAS COVERED WITH INITIALS AND SQUARES.
 NF0007
 NF0007                          STATION RECOVERY (1977)
 NF0007
 NF0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0007'MARK NOT FOUND.
 NF0007
 NF0007                          STATION RECOVERY (2003)
 NF0007
 NF0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJV)
 NF0007'FOUND 2 INCH SQUARE CHISELED MARK IN STONE ABOUT 10 INCHES FROM SOUTH
 NF0007'END OF HEADWALL. U.S. IS NOT LEGIBLE
 NF0007
 NF0007                          STATION RECOVERY (2006)
 NF0007
 NF0007'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF0007'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0254 ***********************************************************************
 NF0254  DESIGNATION -  D 190
 NF0254  PID         -  NF0254
 NF0254  STATE/COUNTY-  MI/INGHAM
 NF0254  USGS QUAD   -  LANSING NORTH (1980)
 NF0254
 NF0254                         *CURRENT SURVEY CONTROL
 NF0254  ___________________________________________________________________
 NF0254* NAD 83(1986)-  42 45 03.     (N)    084 32 46.     (W)     SCALED    
 NF0254* NAVD 88     -       257.816  (meters)     845.85   (feet)  ADJUSTED  
 NF0254  ___________________________________________________________________
 NF0254  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0254  DYNAMIC HT  -         257.744 (meters)     845.62  (feet)  COMP
 NF0254  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 NF0254
 NF0254  VERT ORDER  -  FIRST     CLASS II
 NF0254
 NF0254.The horizontal coordinates were scaled from a topographic map and have
 NF0254.an estimated accuracy of +/- 6 seconds.
 NF0254
 NF0254.The orthometric height was determined by differential leveling
 NF0254.and adjusted by the National Geodetic Survey in June 1991..
 NF0254
 NF0254.The geoid height was determined by GEOID03.
 NF0254
 NF0254.The dynamic height is computed by dividing the NAVD 88
 NF0254.geopotential number by the normal gravity value computed on the
 NF0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0254.degrees latitude (g = 980.6199 gals.).
 NF0254
 NF0254.The modeled gravity was interpolated from observed gravity values.
 NF0254
 NF0254;                    North         East    Units  Estimated Accuracy
 NF0254;SPC MI S     -   138,960.    3,985,310.      MT  (+/- 180 meters Scaled)
 NF0254
 NF0254                          SUPERSEDED SURVEY CONTROL
 NF0254
 NF0254  NGVD 29 (??/??/92)  257.949  (m)          846.29   (f) ADJ UNCH    2 0
 NF0254
 NF0254.Superseded values are not recommended for survey control.
 NF0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0254.See file dsdata.txt to determine how the superseded data were derived.
 NF0254
 NF0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN008360(NAD 83)
 NF0254_MARKER: DB = BENCH MARK DISK
 NF0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0254_SP_SET: ABANDONED TOWER BASE
 NF0254_STAMPING: D 190 1955
 NF0254_MARK LOGO: CGS   
 NF0254_PROJECTION: FLUSH
 NF0254_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0254+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NF0254
 NF0254  HISTORY     - Date     Condition        Report By
 NF0254  HISTORY     - 1955     MONUMENTED       CGS
 NF0254  HISTORY     - 1977     GOOD             NGS
 NF0254  HISTORY     - 19921114 GOOD             NGS
 NF0254  HISTORY     - 19990408 GOOD             NGS
 NF0254  HISTORY     - 20030426 GOOD             USPSQD
 NF0254
 NF0254                          STATION DESCRIPTION
 NF0254
 NF0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0254'AT LANSING.
 NF0254'AT LANSING, INGHAM COUNTY, 1.1 MILES NORTH ALONG THE CHESAPEAKE
 NF0254'AND OHIO RAILWAY FROM UNION STATION, AT THE NORTHWEST CORNER OF
 NF0254'NORTH LARCH STREET CROSSING, IN THE SOUTHWEST CORNER OF THE
 NF0254'CONCRETE FOUNDATION OF THE NORTH LARCH STREET TOWER, 42.5 FEET
 NF0254'WEST OF THE CENTERLINE OF THE STREET, 8.3 FEET NORTH OF THE
 NF0254'NORTH RAIL OF A SIDETRACK, AND 7.3 FEET WEST OF THE WEST EDGE OF
 NF0254'THE SIDEWALK.  A STANDARD DISK, STAMPED D 190 1955.
 NF0254
 NF0254                          STATION RECOVERY (1977)
 NF0254
 NF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0254'AT LANSING, INGHAM COUNTY, 1.1 MILES NORTH ALONG THE CHESAPEAKE AND
 NF0254'OHIO RAILWAY FROM UNION STATION, AT THE NORTHWEST CORNER OF LARCH
 NF0254'STREET CROSSING, IN THE SOUTHWEST CORNER OF THE FOUNDATION OF THE
 NF0254'NORTH LARCH STREET TOWER, 42.5 FEET WEST OF THE CENTERLINE OF THE
 NF0254'STREET, 8.3 FEET NORTH OF THE NORTH RAIL OF A SIDETRACK, AND 7.3 FEET
 NF0254'WEST OF THE WEST EDGE OF THE SIDEWALK. NOTE-- THE TOWER HAS BEEN
 NF0254'TAKEN DOWN BUT THE FOUNDATION AND MARK IS STILL THERE IN GOOD
 NF0254'CONDITION.
 NF0254
 NF0254                          STATION RECOVERY (1992)
 NF0254
 NF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0254'IN LANSING, AT THE INTERSECTION OF THE CHESSIE SYSTEMS RAILROAD AND
 NF0254'NORTH LARCH STREET, IN TOP OF AND 0.2 M (0.7 FT) NORTHEAST OF THE
 NF0254'SOUTHWEST CORNER OF A 6 BY 10-FOOT CONCRETE SLAB, 12.8 M (42.0 FT)
 NF0254'WEST OF AND LEVEL WITH THE STREET CENTERLINE, 5.5 M (18.0 FT)
 NF0254'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BUILDING, 4.7 M (15.4 FT)
 NF0254'SOUTH OF A UTILITY POLE WITH 2 GUY CABLES, 2.8 M (9.2 FT) NORTH OF THE
 NF0254'NEAR RAIL, 2.4 M (7.9 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.3
 NF0254'M (1.0 FT) EAST OF A WITNESS POST.
 NF0254
 NF0254                          STATION RECOVERY (1999)
 NF0254
 NF0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF0254'RECOVERED AS DESCRIBED.
 NF0254
 NF0254                          STATION RECOVERY (2003)
 NF0254
 NF0254'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF0254'SET ON SW CORNER ON LARGE CEMENT SLAB, 42.5 FT FROM MIDDLE OF STREET,
 NF0254'29.1 FT FROM N RAILS, MEASURE PARALLEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0367 ***********************************************************************
 NE0367  DESIGNATION -  D 192
 NE0367  PID         -  NE0367
 NE0367  STATE/COUNTY-  MI/OAKLAND
 NE0367  USGS QUAD   -  CLARKSTON (1983)
 NE0367
 NE0367                         *CURRENT SURVEY CONTROL
 NE0367  ___________________________________________________________________
 NE0367* NAD 83(1986)-  42 39 58.     (N)    083 24 23.     (W)     SCALED    
 NE0367* NAVD 88     -       295.599  (meters)     969.81   (feet)  ADJUSTED  
 NE0367  ___________________________________________________________________
 NE0367  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NE0367  DYNAMIC HT  -         295.510 (meters)     969.52  (feet)  COMP
 NE0367  MODELED GRAV-     980,313.2   (mgal)                       NAVD 88
 NE0367
 NE0367  VERT ORDER  -  SECOND    CLASS 0
 NE0367
 NE0367.This mark is at Oakland-Pontiac Airport (PTK)
 NE0367
 NE0367.The horizontal coordinates were scaled from a topographic map and have
 NE0367.an estimated accuracy of +/- 6 seconds.
 NE0367
 NE0367.The orthometric height was determined by differential leveling
 NE0367.and adjusted by the National Geodetic Survey in June 1991..
 NE0367
 NE0367.The geoid height was determined by GEOID03.
 NE0367
 NE0367.The dynamic height is computed by dividing the NAVD 88
 NE0367.geopotential number by the normal gravity value computed on the
 NE0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0367.degrees latitude (g = 980.6199 gals.).
 NE0367
 NE0367.The modeled gravity was interpolated from observed gravity values.
 NE0367
 NE0367;                    North         East    Units  Estimated Accuracy
 NE0367;SPC MI S     -   129,980.    4,078,720.      MT  (+/- 180 meters Scaled)
 NE0367
 NE0367                          SUPERSEDED SURVEY CONTROL
 NE0367
 NE0367  NGVD 29 (??/??/92)  295.690  (m)          970.11   (f) ADJ UNCH    2 0
 NE0367
 NE0367.Superseded values are not recommended for survey control.
 NE0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0367.See file dsdata.txt to determine how the superseded data were derived.
 NE0367
 NE0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH027265(NAD 83)
 NE0367_MARKER: DB = BENCH MARK DISK
 NE0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0367_SP_SET: BASE OF FLOOD LIGHTS
 NE0367_STAMPING: D 192 1965
 NE0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0367+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 NE0367
 NE0367  HISTORY     - Date     Condition        Report By
 NE0367  HISTORY     - 1965     MONUMENTED       CGS
 NE0367  HISTORY     - 1978     GOOD             NGS
 NE0367  HISTORY     - 20000808 GOOD             WOOLPT
 NE0367  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NE0367  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE0367
 NE0367                          STATION DESCRIPTION
 NE0367
 NE0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0367'6.5 MI NW FROM PONTIAC.
 NE0367'THE MARK IS LOCATED ON THE EAST SIDE OF THE PONTIAC MUNICIPAL
 NE0367'AIRPORT 0.3 MILE NORTH ALONG AIRPORT RD FROM THE INTERSECTION
 NE0367'OF AIRPORT RD AND HIGHLAND RD.  32.4 FEET WEST OF A FENCE IN
 NE0367'THE BASE OF THE SOUTHERNMOST OF SIX FLOODLIGHTS.  A STANDARD
 NE0367'DISK SET IN A DRILL HOLE, STAMPED D 192 1965.
 NE0367
 NE0367                          STATION RECOVERY (1978)
 NE0367
 NE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0367'RECOVERED IN GOOD CONDITION.
 NE0367
 NE0367                          STATION RECOVERY (2000)
 NE0367
 NE0367'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE0367'RECOVERED IN GOOD CONDITION.
 NE0367
 NE0367                          STATION RECOVERY (2001)
 NE0367
 NE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0367'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0367
 NE0367                          STATION RECOVERY (2001)
 NE0367
 NE0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0367'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0046 ***********************************************************************
 RK0046  DESIGNATION -  D 193
 RK0046  PID         -  RK0046
 RK0046  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0046  USGS QUAD   -  
 RK0046
 RK0046                         *CURRENT SURVEY CONTROL
 RK0046  ___________________________________________________________________
 RK0046* NAD 83(1994)-  46 20 46.04690(N)    086 18 52.99191(W)     ADJUSTED  
 RK0046* NAVD 88     -       244.961  (meters)     803.68   (feet)  ADJUSTED  
 RK0046  ___________________________________________________________________
 RK0046  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 RK0046  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RK0046  DYNAMIC HT  -         244.978 (meters)     803.73  (feet)  COMP
 RK0046  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 RK0046
 RK0046  HORZ ORDER  -  SECOND
 RK0046  VERT ORDER  -  SECOND    CLASS 0
 RK0046
 RK0046.The horizontal coordinates were established by classical geodetic methods
 RK0046.and adjusted by the National Geodetic Survey in February 1997..
 RK0046
 RK0046.The orthometric height was determined by differential leveling
 RK0046.and adjusted by the National Geodetic Survey in June 1991..
 RK0046
 RK0046.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0046
 RK0046.The geoid height was determined by GEOID03.
 RK0046
 RK0046.The dynamic height is computed by dividing the NAVD 88
 RK0046.geopotential number by the normal gravity value computed on the
 RK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0046.degrees latitude (g = 980.6199 gals.).
 RK0046
 RK0046.The modeled gravity was interpolated from observed gravity values.
 RK0046
 RK0046;                    North         East     Units Scale Factor Converg.
 RK0046;SPC MI N     -   173,923.012 8,052,746.326   MT  0.99990340   +0 29 43.1
 RK0046;SPC MI N     -   570,613.56 26,419,771.41   iFT  0.99990340   +0 29 43.1
 RK0046;UTM  16      - 5,132,733.589   552,730.921   MT  0.99963418   +0 29 45.0
 RK0046
 RK0046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0046!SPC MI N     -   0.99996710  x   0.99990340  =   0.99987050
 RK0046!UTM  16      -   0.99996710  x   0.99963418  =   0.99960129
 RK0046
 RK0046                          SUPERSEDED SURVEY CONTROL
 RK0046
 RK0046  NAD 83(1986)-  46 20 46.04172(N)    086 18 52.98959(W) AD(       ) 2
 RK0046  NAD 27      -  46 20 46.18061(N)    086 18 52.44709(W) AD(       ) 2
 RK0046  NGVD 29 (??/??/92)  244.924  (m)          803.55   (f) ADJ UNCH    2 0
 RK0046
 RK0046.Superseded values are not recommended for survey control.
 RK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0046.See file dsdata.txt to determine how the superseded data were derived.
 RK0046
 RK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5273132734(NAD 83)
 RK0046_MARKER: DB = BENCH MARK DISK
 RK0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0046_STAMPING: D 193 1964
 RK0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0046+STABILITY: SURFACE MOTION
 RK0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0046+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0046
 RK0046  HISTORY     - Date     Condition        Report By
 RK0046  HISTORY     - 1964     MONUMENTED       CGS
 RK0046  HISTORY     - 1965     GOOD             CGS
 RK0046  HISTORY     - 19990909 GOOD             USPSQD
 RK0046  HISTORY     - 20010915 GOOD             JCLS
 RK0046  HISTORY     - 20020415 GOOD             MIDT
 RK0046  HISTORY     - 20030728 GOOD             USPSQD
 RK0046  HISTORY     - 20060911 GOOD             USPSQD
 RK0046
 RK0046                          STATION DESCRIPTION
 RK0046
 RK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0046'1.8 MI W FROM CREIGHTON.
 RK0046'1.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATE
 RK0046'HIGHWAY M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 33,
 RK0046'T 46 N, R 16 W, ABOUT 0.25 MILE WEST OF MILEPOST 97, ABOUT SIX
 RK0046'33-FOOT RAILS EAST OF A SWITCH STAND AT THE JUNCTION OF SPUR
 RK0046'TRACK NUMBER 97, 99 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RK0046'70 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF HARTMAN CAMP
 RK0046'ROAD, 51 FEET NORTH OF THE NORTH RAIL, 42 FEET EAST OF THE CENTER
 RK0046'LINE OF THE ROAD, 2 FEET EAST OF TELEPHONE POLE NUMBER 3596,
 RK0046'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RK0046'TRACK, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN
 RK0046'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RK0046
 RK0046                          STATION RECOVERY (1965)
 RK0046
 RK0046'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 RK0046'THE STATION IS ABOUT 17-1/2 MILES WEST OF SENEY, 7-1/2 MILES EAST OF
 RK0046'SHINGLETON AND ON ROAD RIGHT-OF-WAY PROPERTY.
 RK0046'
 RK0046'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAYS 77 AND
 RK0046'28 IN SENEY, GO WEST ON STATE HIGHWAY 28 FOR 4.8 MILES TO A CONCRETE
 RK0046'BRIDGE OVER HOLLAND CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR
 RK0046'3.6 MILES TO A CONCRETE BRIDGE OVER DRIGGS RIVER.  CONTINUE WEST
 RK0046'ON STATE HIGHWAY 28 FOR 7.1 MILES TO A CONCRETE BRIDGE OVER
 RK0046'CREIGHTON CREEK.  CONTINUE WEST ON STATE HIGHWAY 28 FOR 1.8 MILES
 RK0046'TO THE STATION.
 RK0046'
 RK0046'BENCH MARK D 193, A STANDARD BENCH MARK DISK STAMPED D 193 1964, IS
 RK0046'SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 RK0046'SURFACE.  IT IS 51 FEET NORTH OF THE NORTH RAIL OF RAILROAD TRACK,
 RK0046'42 FEET EAST OF THE CENTER OF A GRADED ROAD, 2 FEET EAST OF A POWER
 RK0046'POLE AND 98 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 28.
 RK0046'
 RK0046'HEIGHT OF LIGHT ABOVE STATION MARK 30.42 METERS.
 RK0046
 RK0046                          STATION RECOVERY (1999)
 RK0046
 RK0046'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0046'RECOVERED IN GOOD CONDITION.
 RK0046
 RK0046                          STATION RECOVERY (2001)
 RK0046
 RK0046'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RK0046'RECOVERED AS DESCRIBED.
 RK0046
 RK0046                          STATION RECOVERY (2002)
 RK0046
 RK0046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0046'NOTE--THE GRADED ROAD IS SIGNED 'HARTMAN ROAD'. 1.5 FT EAST OF
 RK0046'CARSONITE WITNESS POST AND REMIANS OF POWER POLE CUTOFF FLUSH WITH
 RK0046'GROUND.
 RK0046
 RK0046                          STATION RECOVERY (2003)
 RK0046
 RK0046'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0046'RECOVERED IN GOOD CONDITION.
 RK0046
 RK0046                          STATION RECOVERY (2006)
 RK0046
 RK0046'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0470 ***********************************************************************
 RJ0470  DESIGNATION -  D 194
 RJ0470  PID         -  RJ0470
 RJ0470  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0470  USGS QUAD   -  SENEY NW (1972)
 RJ0470
 RJ0470                         *CURRENT SURVEY CONTROL
 RJ0470  ___________________________________________________________________
 RJ0470* NAD 83(1986)-  46 23 19.     (N)    085 56 58.     (W)     SCALED    
 RJ0470* NAVD 88     -       230.492  (meters)     756.21   (feet)  ADJUSTED  
 RJ0470  ___________________________________________________________________
 RJ0470  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 RJ0470  DYNAMIC HT  -         230.508 (meters)     756.26  (feet)  COMP
 RJ0470  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 RJ0470
 RJ0470  VERT ORDER  -  SECOND    CLASS 0
 RJ0470
 RJ0470.The horizontal coordinates were scaled from a topographic map and have
 RJ0470.an estimated accuracy of +/- 6 seconds.
 RJ0470
 RJ0470.The orthometric height was determined by differential leveling
 RJ0470.and adjusted by the National Geodetic Survey in June 1991..
 RJ0470
 RJ0470.The geoid height was determined by GEOID03.
 RJ0470
 RJ0470.The dynamic height is computed by dividing the NAVD 88
 RJ0470.geopotential number by the normal gravity value computed on the
 RJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0470.degrees latitude (g = 980.6199 gals.).
 RJ0470
 RJ0470.The modeled gravity was interpolated from observed gravity values.
 RJ0470
 RJ0470;                    North         East    Units  Estimated Accuracy
 RJ0470;SPC MI N     -   178,950.    8,080,800.      MT  (+/- 180 meters Scaled)
 RJ0470
 RJ0470                          SUPERSEDED SURVEY CONTROL
 RJ0470
 RJ0470  NGVD 29 (??/??/92)  230.458  (m)          756.09   (f) ADJ UNCH    2 0
 RJ0470
 RJ0470.Superseded values are not recommended for survey control.
 RJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0470.See file dsdata.txt to determine how the superseded data were derived.
 RJ0470
 RJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES807377(NAD 83)
 RJ0470_MARKER: DB = BENCH MARK DISK
 RJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0470_STAMPING: D 194 1964
 RJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0470+STABILITY: SURFACE MOTION
 RJ0470
 RJ0470  HISTORY     - Date     Condition        Report By
 RJ0470  HISTORY     - 1964     MONUMENTED       CGS
 RJ0470  HISTORY     - 19990909 GOOD             USPSQD
 RJ0470
 RJ0470                          STATION DESCRIPTION
 RJ0470
 RJ0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0470'3 MI N FROM SENEY.
 RJ0470'ABOUT 3.0 MILES NORTH ALONG STATE HIGHWAY M 77 FROM THE JUNCTION
 RJ0470'OF STATE HIGHWAY M 28 AT SENEY, IN S 17, T 46 N, R 13 W, ABOUT
 RJ0470'0.35 MILE SOUTH OF THE JUNCTION OF A SAND ROAD LEADING NORTHWEST
 RJ0470'TO SUNKEN LAKE AND RESERVOIR DAM ROAD, 80 FEET WEST OF THE
 RJ0470'CENTER LINE OF THE HIGHWAY, 4 1/2 FEET SOUTH OF TELEPHONE POLE
 RJ0470'NUMBER 87 AND IN LINE WITH A ROW OF POLES, AT THE NORTH END
 RJ0470'OF A 6-FOOT HIGH CUT THROUGH A SANDY KNOLL, 1.3 FEET EAST OF
 RJ0470'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET
 RJ0470'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0470
 RJ0470                          STATION RECOVERY (1999)
 RJ0470
 RJ0470'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0011 ***********************************************************************
 RK0011  DESIGNATION -  D 195
 RK0011  PID         -  RK0011
 RK0011  STATE/COUNTY-  MI/ALGER
 RK0011  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0011
 RK0011                         *CURRENT SURVEY CONTROL
 RK0011  ___________________________________________________________________
 RK0011* NAD 83(1986)-  46 34 17.     (N)    086 12 38.     (W)     SCALED    
 RK0011* NAVD 88     -       279.206  (meters)     916.03   (feet)  ADJUSTED  
 RK0011  ___________________________________________________________________
 RK0011  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 RK0011  DYNAMIC HT  -         279.225 (meters)     916.09  (feet)  COMP
 RK0011  MODELED GRAV-     980,674.4   (mgal)                       NAVD 88
 RK0011
 RK0011  VERT ORDER  -  SECOND    CLASS 0
 RK0011
 RK0011.The horizontal coordinates were scaled from a topographic map and have
 RK0011.an estimated accuracy of +/- 6 seconds.
 RK0011
 RK0011.The orthometric height was determined by differential leveling
 RK0011.and adjusted by the National Geodetic Survey in June 1991..
 RK0011
 RK0011.The geoid height was determined by GEOID03.
 RK0011
 RK0011.The dynamic height is computed by dividing the NAVD 88
 RK0011.geopotential number by the normal gravity value computed on the
 RK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0011.degrees latitude (g = 980.6199 gals.).
 RK0011
 RK0011.The modeled gravity was interpolated from observed gravity values.
 RK0011
 RK0011;                    North         East    Units  Estimated Accuracy
 RK0011;SPC MI N     -   199,040.    8,060,510.      MT  (+/- 180 meters Scaled)
 RK0011
 RK0011                          SUPERSEDED SURVEY CONTROL
 RK0011
 RK0011  NGVD 29 (??/??/92)  279.164  (m)          915.89   (f) ADJ UNCH    2 0
 RK0011
 RK0011.Superseded values are not recommended for survey control.
 RK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0011.See file dsdata.txt to determine how the superseded data were derived.
 RK0011
 RK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES604578(NAD 83)
 RK0011_MARKER: DB = BENCH MARK DISK
 RK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0011_STAMPING: D 195 1964
 RK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0011+STABILITY: SURFACE MOTION
 RK0011
 RK0011  HISTORY     - Date     Condition        Report By
 RK0011  HISTORY     - 1964     MONUMENTED       CGS
 RK0011  HISTORY     - 19940507 MARK NOT FOUND   LOCENG
 RK0011
 RK0011                          STATION DESCRIPTION
 RK0011
 RK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0011'17.6 MI SW FROM GRAND MARAIS.
 RK0011'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0011'CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0011'COUNTY ROADS 708, 700 AND 714, THENCE 2.5 MILES SOUTH ALONG
 RK0011'COUNTY ROAD 700, IN S 8, T 48 N, R 15 W, AT THE JUNCTION OF A
 RK0011'NARROW SAND ROAD LEADING NORTHWEST TO THE SOUTH END OF KINGSTON
 RK0011'LAKE, 22 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD, 55
 RK0011'FEET NORTHEAST OF THE JUNCTION OF THE SOUTH LEG OF THE ROAD
 RK0011'LEADING NORTHWEST, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT
 RK0011'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0011'PROJECTING 6 INCHES.
 RK0011
 RK0011                          STATION RECOVERY (1994)
 RK0011
 RK0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0372 ***********************************************************************
 RJ0372  DESIGNATION -  D 196
 RJ0372  PID         -  RJ0372
 RJ0372  STATE/COUNTY-  MI/LUCE
 RJ0372  USGS QUAD   -  ROY LAKE (1973)
 RJ0372
 RJ0372                         *CURRENT SURVEY CONTROL
 RJ0372  ___________________________________________________________________
 RJ0372* NAD 83(1986)-  46 26 59.     (N)    085 28 14.     (W)     SCALED    
 RJ0372* NAVD 88     -       237.521  (meters)     779.27   (feet)  ADJUSTED  
 RJ0372  ___________________________________________________________________
 RJ0372  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 RJ0372  DYNAMIC HT  -         237.536 (meters)     779.32  (feet)  COMP
 RJ0372  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0372
 RJ0372  VERT ORDER  -  SECOND    CLASS 0
 RJ0372
 RJ0372.The horizontal coordinates were scaled from a topographic map and have
 RJ0372.an estimated accuracy of +/- 6 seconds.
 RJ0372
 RJ0372.The orthometric height was determined by differential leveling
 RJ0372.and adjusted by the National Geodetic Survey in June 1991..
 RJ0372
 RJ0372.The geoid height was determined by GEOID03.
 RJ0372
 RJ0372.The dynamic height is computed by dividing the NAVD 88
 RJ0372.geopotential number by the normal gravity value computed on the
 RJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0372.degrees latitude (g = 980.6199 gals.).
 RJ0372
 RJ0372.The modeled gravity was interpolated from observed gravity values.
 RJ0372
 RJ0372;                    North         East    Units  Estimated Accuracy
 RJ0372;SPC MI N     -   186,340.    8,117,490.      MT  (+/- 180 meters Scaled)
 RJ0372
 RJ0372                          SUPERSEDED SURVEY CONTROL
 RJ0372
 RJ0372  NGVD 29 (??/??/92)  237.483  (m)          779.14   (f) ADJ UNCH    2 0
 RJ0372
 RJ0372.Superseded values are not recommended for survey control.
 RJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0372.See file dsdata.txt to determine how the superseded data were derived.
 RJ0372
 RJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS174451(NAD 83)
 RJ0372_MARKER: DB = BENCH MARK DISK
 RJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0372_STAMPING: D 196 1964
 RJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0372+STABILITY: SURFACE MOTION
 RJ0372
 RJ0372  HISTORY     - Date     Condition        Report By
 RJ0372  HISTORY     - 1964     MONUMENTED       CGS
 RJ0372  HISTORY     - 20040920 GOOD             USPSQD
 RJ0372
 RJ0372                          STATION DESCRIPTION
 RJ0372
 RJ0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0372'7.3 MI NE FROM NEWBERRY.
 RJ0372'ABOUT 7.3 MILES NORTHEAST ALONG STATE HIGHWAY 123 FROM THE SOO
 RJ0372'LINE RAILROAD STATION AT NEWBERRY, IN S 30, T 47 N, R 9 W, ABOUT
 RJ0372'0.6 MILE NORTHEAST OF A 50-FOOT CONCRETE BRIDGE OVER THE AUGER
 RJ0372'RIVER, 133 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF
 RJ0372'SKYLINE TRUCK TRAIL LEADING EAST 109 FEET EAST OF THE CENTER
 RJ0372'LINE OF THE HIGHWAY, 25 FEET NORTH OF THE CENTER LINE OF THE
 RJ0372'ROAD, 1.6 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RJ0372'THE ROAD, ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET
 RJ0372'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0372
 RJ0372                          STATION RECOVERY (2004)
 RJ0372
 RJ0372'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0561 ***********************************************************************
 RJ0561  DESIGNATION -  D 197
 RJ0561  PID         -  RJ0561
 RJ0561  STATE/COUNTY-  MI/ALGER
 RJ0561  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0561
 RJ0561                         *CURRENT SURVEY CONTROL
 RJ0561  ___________________________________________________________________
 RJ0561* NAD 83(1986)-  46 38 07.     (N)    085 55 37.     (W)     SCALED    
 RJ0561* NAVD 88     -       253.928  (meters)     833.10   (feet)  ADJUSTED  
 RJ0561  ___________________________________________________________________
 RJ0561  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 RJ0561  DYNAMIC HT  -         253.947 (meters)     833.16  (feet)  COMP
 RJ0561  MODELED GRAV-     980,685.6   (mgal)                       NAVD 88
 RJ0561
 RJ0561  VERT ORDER  -  SECOND    CLASS 0
 RJ0561
 RJ0561.The horizontal coordinates were scaled from a topographic map and have
 RJ0561.an estimated accuracy of +/- 6 seconds.
 RJ0561
 RJ0561.The orthometric height was determined by differential leveling
 RJ0561.and adjusted by the National Geodetic Survey in June 1991..
 RJ0561
 RJ0561.The geoid height was determined by GEOID03.
 RJ0561
 RJ0561.The dynamic height is computed by dividing the NAVD 88
 RJ0561.geopotential number by the normal gravity value computed on the
 RJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0561.degrees latitude (g = 980.6199 gals.).
 RJ0561
 RJ0561.The modeled gravity was interpolated from observed gravity values.
 RJ0561
 RJ0561;                    North         East    Units  Estimated Accuracy
 RJ0561;SPC MI N     -   206,390.    8,082,160.      MT  (+/- 180 meters Scaled)
 RJ0561
 RJ0561                          SUPERSEDED SURVEY CONTROL
 RJ0561
 RJ0561  NGVD 29 (??/??/92)  253.887  (m)          832.96   (f) ADJ UNCH    2 0
 RJ0561
 RJ0561.Superseded values are not recommended for survey control.
 RJ0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0561.See file dsdata.txt to determine how the superseded data were derived.
 RJ0561
 RJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES821651(NAD 83)
 RJ0561_MARKER: DB = BENCH MARK DISK
 RJ0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0561_STAMPING: D 197 1964
 RJ0561_MARK LOGO: CGS   
 RJ0561_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0561+STABILITY: SURFACE MOTION
 RJ0561
 RJ0561  HISTORY     - Date     Condition        Report By
 RJ0561  HISTORY     - 1964     MONUMENTED       CGS
 RJ0561  HISTORY     - 19930605 GOOD             LOCENG
 RJ0561
 RJ0561                          STATION DESCRIPTION
 RJ0561
 RJ0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0561'4.7 MI SE FROM GRAND MARAIS.
 RJ0561'ABOUT 2.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0561'AT GRAND MARAIS, THENCE 2.2 MILES SOUTH ALONG COUNTY ROAD 709,
 RJ0561'OR 1.4 MILES SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RJ0561'CHURCH AT GRAND MARAIS, THENCE 4.0 MILES EAST AND SOUTH ALONG
 RJ0561'COUNTY ROADS 714 AND 703, IN S 22, T 49 N, R 13 W, AT A
 RJ0561'RIGHT-ANGLE TURN TO THE SOUTH IN COUNTY ROAD 703 AT THE JUNCTION
 RJ0561'OF COUNTY ROAD 703 AND COUNTY ROAD 709 LEADING NORTH, 101 FEET
 RJ0561'NORTHEAST OF THE CENTER LINE OF THE CURVE IN COUNTY ROAD 703,
 RJ0561'41 FEET NORTH OF THE CENTER LINE OF COUNTY ROAD 703 EXTENDED TO
 RJ0561'THE EAST, 20 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 709,
 RJ0561'1.6 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0561'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0561
 RJ0561                          STATION RECOVERY (1993)
 RJ0561
 RJ0561'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0561'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0322 ***********************************************************************
 RJ0322  DESIGNATION -  D 198
 RJ0322  PID         -  RJ0322
 RJ0322  STATE/COUNTY-  MI/LUCE
 RJ0322  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0322
 RJ0322                         *CURRENT SURVEY CONTROL
 RJ0322  ___________________________________________________________________
 RJ0322* NAD 83(1986)-  46 39 04.     (N)    085 25 47.     (W)     SCALED    
 RJ0322* NAVD 88     -       215.418  (meters)     706.75   (feet)  ADJUSTED  
 RJ0322  ___________________________________________________________________
 RJ0322  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 RJ0322  DYNAMIC HT  -         215.434 (meters)     706.80  (feet)  COMP
 RJ0322  MODELED GRAV-     980,685.5   (mgal)                       NAVD 88
 RJ0322
 RJ0322  VERT ORDER  -  SECOND    CLASS 0
 RJ0322
 RJ0322.The horizontal coordinates were scaled from a topographic map and have
 RJ0322.an estimated accuracy of +/- 6 seconds.
 RJ0322
 RJ0322.The orthometric height was determined by differential leveling
 RJ0322.and adjusted by the National Geodetic Survey in June 1991..
 RJ0322
 RJ0322.The geoid height was determined by GEOID03.
 RJ0322
 RJ0322.The dynamic height is computed by dividing the NAVD 88
 RJ0322.geopotential number by the normal gravity value computed on the
 RJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0322.degrees latitude (g = 980.6199 gals.).
 RJ0322
 RJ0322.The modeled gravity was interpolated from observed gravity values.
 RJ0322
 RJ0322;                    North         East    Units  Estimated Accuracy
 RJ0322;SPC MI N     -   208,790.    8,120,190.      MT  (+/- 180 meters Scaled)
 RJ0322
 RJ0322                          SUPERSEDED SURVEY CONTROL
 RJ0322
 RJ0322  NGVD 29 (??/??/92)  215.377  (m)          706.62   (f) ADJ UNCH    2 0
 RJ0322
 RJ0322.Superseded values are not recommended for survey control.
 RJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0322.See file dsdata.txt to determine how the superseded data were derived.
 RJ0322
 RJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS201675(NAD 83)
 RJ0322_MARKER: DB = BENCH MARK DISK
 RJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0322_STAMPING: D 198 1964
 RJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0322+STABILITY: SURFACE MOTION
 RJ0322
 RJ0322  HISTORY     - Date     Condition        Report By
 RJ0322  HISTORY     - 1964     MONUMENTED       CGS
 RJ0322
 RJ0322                          STATION DESCRIPTION
 RJ0322
 RJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0322'14 MI SE FROM DEER PARK.
 RJ0322'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0322'LODGE AT DEER PARK, THENCE 11.2 MILES EAST ALONG COUNTY ROADS
 RJ0322'410, 412 AND 414, IN S 16, T 49 N, R 9 W, ON THE OUTSIDE OF A
 RJ0322'CURVE, ABOUT 1.2 MILES EAST OF THE JUNCTION OF COUNTY ROADS 412
 RJ0322'AND 414, AT THE JUNCTION OF AN OLD LOGGING ROAD LEADING NORTH,
 RJ0322'41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET WEST OF
 RJ0322'THE CENTER LINE OF THE LOGGING ROAD, 1.5 FEET SOUTHWEST OF A
 RJ0322'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 RJ0322'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0551 ***********************************************************************
 RJ0551  DESIGNATION -  D 199
 RJ0551  PID         -  RJ0551
 RJ0551  STATE/COUNTY-  MI/LUCE
 RJ0551  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0551
 RJ0551                         *CURRENT SURVEY CONTROL
 RJ0551  ___________________________________________________________________
 RJ0551* NAD 83(1986)-  46 40 35.     (N)    085 46 38.     (W)     SCALED    
 RJ0551* NAVD 88     -       188.696  (meters)     619.08   (feet)  ADJUSTED  
 RJ0551  ___________________________________________________________________
 RJ0551  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 RJ0551  DYNAMIC HT  -         188.714 (meters)     619.14  (feet)  COMP
 RJ0551  MODELED GRAV-     980,704.8   (mgal)                       NAVD 88
 RJ0551
 RJ0551  VERT ORDER  -  SECOND    CLASS 0
 RJ0551
 RJ0551.The horizontal coordinates were scaled from a topographic map and have
 RJ0551.an estimated accuracy of +/- 6 seconds.
 RJ0551
 RJ0551.The orthometric height was determined by differential leveling
 RJ0551.and adjusted by the National Geodetic Survey in June 1991..
 RJ0551
 RJ0551.The geoid height was determined by GEOID03.
 RJ0551
 RJ0551.The dynamic height is computed by dividing the NAVD 88
 RJ0551.geopotential number by the normal gravity value computed on the
 RJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0551.degrees latitude (g = 980.6199 gals.).
 RJ0551
 RJ0551.The modeled gravity was interpolated from observed gravity values.
 RJ0551
 RJ0551;                    North         East    Units  Estimated Accuracy
 RJ0551;SPC MI N     -   211,130.    8,093,550.      MT  (+/- 180 meters Scaled)
 RJ0551
 RJ0551                          SUPERSEDED SURVEY CONTROL
 RJ0551
 RJ0551  NGVD 29 (??/??/92)  188.660  (m)          618.96   (f) ADJ UNCH    2 0
 RJ0551
 RJ0551.Superseded values are not recommended for survey control.
 RJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0551.See file dsdata.txt to determine how the superseded data were derived.
 RJ0551
 RJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES935699(NAD 83)
 RJ0551_MARKER: DB = BENCH MARK DISK
 RJ0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0551_STAMPING: D 199 1964
 RJ0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0551+STABILITY: SURFACE MOTION
 RJ0551
 RJ0551  HISTORY     - Date     Condition        Report By
 RJ0551  HISTORY     - 1964     MONUMENTED       CGS
 RJ0551
 RJ0551                          STATION DESCRIPTION
 RJ0551
 RJ0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0551'10.5 MI E FROM GRAND MARAIS.
 RJ0551'ABOUT 10.5 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0551'HIGH SCHOOL AT GRAND MARAIS, IN S 2, T 49 N, R 12 W, ABOUT
 RJ0551'1.0 MILE WEST OF THE JUNCTION OF THE DRIVE LEADING NORTHWEST
 RJ0551'TO THE LAKE SUPERIOR CAMP GROUNDS, AT THE EAST END OF A SHORT
 RJ0551'S-CURVE, AT THE JUNCTION OF AN ABANDONED ROAD LEADING NORTH,
 RJ0551'39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF
 RJ0551'THE CENTER LINE OF THE OLD ROAD, 1.7 FEET EAST OF A METAL WITNESS
 RJ0551'POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0551'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0145 ***********************************************************************
 NF0145  DESIGNATION -  D 20
 NF0145  PID         -  NF0145
 NF0145  STATE/COUNTY-  MI/WASHTENAW
 NF0145  USGS QUAD   -  CHELSEA (1973)
 NF0145
 NF0145                         *CURRENT SURVEY CONTROL
 NF0145  ___________________________________________________________________
 NF0145* NAD 83(1986)-  42 18 09.     (N)    084 04 09.     (W)     SCALED    
 NF0145* NAVD 88     -       289.142  (meters)     948.63   (feet)  ADJUSTED  
 NF0145  ___________________________________________________________________
 NF0145  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NF0145  DYNAMIC HT  -         289.047 (meters)     948.32  (feet)  COMP
 NF0145  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NF0145
 NF0145  VERT ORDER  -  FIRST     CLASS II
 NF0145
 NF0145.The horizontal coordinates were scaled from a topographic map and have
 NF0145.an estimated accuracy of +/- 6 seconds.
 NF0145
 NF0145.The orthometric height was determined by differential leveling
 NF0145.and adjusted by the National Geodetic Survey in June 1991..
 NF0145
 NF0145.The geoid height was determined by GEOID03.
 NF0145
 NF0145.The dynamic height is computed by dividing the NAVD 88
 NF0145.geopotential number by the normal gravity value computed on the
 NF0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0145.degrees latitude (g = 980.6199 gals.).
 NF0145
 NF0145.The modeled gravity was interpolated from observed gravity values.
 NF0145
 NF0145;                    North         East    Units  Estimated Accuracy
 NF0145;SPC MI S     -    89,180.    4,024,530.      MT  (+/- 180 meters Scaled)
 NF0145
 NF0145                          SUPERSEDED SURVEY CONTROL
 NF0145
 NF0145  NGVD 29 (??/??/92)  289.262  (m)          949.02   (f) ADJ UNCH    1 2
 NF0145
 NF0145.Superseded values are not recommended for survey control.
 NF0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0145.See file dsdata.txt to determine how the superseded data were derived.
 NF0145
 NF0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM415875(NAD 83)
 NF0145_MARKER: DB = BENCH MARK DISK
 NF0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0145_STAMPING: D 20 1916
 NF0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0145+STABILITY: SURFACE MOTION
 NF0145
 NF0145  HISTORY     - Date     Condition        Report By
 NF0145  HISTORY     - 1916     MONUMENTED       CGS
 NF0145  HISTORY     - 1934     MARK NOT FOUND   NGS
 NF0145  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0145  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NF0145
 NF0145                          STATION DESCRIPTION
 NF0145
 NF0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0145'2.9 MI W FROM CHELSEA.
 NF0145'2.9 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0145'STATION AT CHELSEA, WASHTENAW COUNTY, AT A ROAD CROSSING AND
 NF0145'10 YARDS NORTH OF THE EAST CATTLE GUARD.  A STANDARD DISK,
 NF0145'STAMPED D 20 1916 AND SET IN THE TOP OF A CONCRETE POST.
 NF0145
 NF0145                          STATION RECOVERY (1985)
 NF0145
 NF0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0145'MARK NOT FOUND.
 NF0145
 NF0145                          STATION RECOVERY (1998)
 NF0145
 NF0145'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF0145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0279 ***********************************************************************
 QK0279  DESIGNATION -  D 200
 QK0279  PID         -  QK0279
 QK0279  STATE/COUNTY-  MI/MACKINAC
 QK0279  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0279
 QK0279                         *CURRENT SURVEY CONTROL
 QK0279  ___________________________________________________________________
 QK0279* NAD 83(1986)-  45 52 20.     (N)    084 49 03.     (W)     SCALED    
 QK0279* NAVD 88     -       205.580  (meters)     674.47   (feet)  ADJUSTED  
 QK0279  ___________________________________________________________________
 QK0279  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0279  DYNAMIC HT  -         205.589 (meters)     674.50  (feet)  COMP
 QK0279  MODELED GRAV-     980,654.1   (mgal)                       NAVD 88
 QK0279
 QK0279  VERT ORDER  -  FIRST     CLASS 0
 QK0279
 QK0279.The horizontal coordinates were scaled from a topographic map and have
 QK0279.an estimated accuracy of +/- 6 seconds.
 QK0279
 QK0279.The orthometric height was determined by differential leveling
 QK0279.and adjusted by the National Geodetic Survey in June 1991..
 QK0279
 QK0279.The geoid height was determined by GEOID03.
 QK0279
 QK0279.The dynamic height is computed by dividing the NAVD 88
 QK0279.geopotential number by the normal gravity value computed on the
 QK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0279.degrees latitude (g = 980.6199 gals.).
 QK0279
 QK0279.The modeled gravity was interpolated from observed gravity values.
 QK0279
 QK0279;                    North         East    Units  Estimated Accuracy
 QK0279;SPC MI N     -   123,360.    8,169,420.      MT  (+/- 180 meters Scaled)
 QK0279
 QK0279                          SUPERSEDED SURVEY CONTROL
 QK0279
 QK0279  NGVD 29 (??/??/92)  205.625  (m)          674.62   (f) ADJ UNCH    1 0
 QK0279
 QK0279.Superseded values are not recommended for survey control.
 QK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0279.See file dsdata.txt to determine how the superseded data were derived.
 QK0279
 QK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR693821(NAD 83)
 QK0279_MARKER: DB = BENCH MARK DISK
 QK0279_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0279_SP_SET: 6.8 FEET
 QK0279_STAMPING: D 200 1972
 QK0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0279+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0279
 QK0279  HISTORY     - Date     Condition        Report By
 QK0279  HISTORY     - 1972     MONUMENTED       NGS
 QK0279  HISTORY     - 19950702 GOOD             USPSQD
 QK0279  HISTORY     - 20010331 GOOD             NGS
 QK0279  HISTORY     - 20030606 GOOD             USPSQD
 QK0279  HISTORY     - 20060830 GOOD             USPSQD
 QK0279
 QK0279                          STATION DESCRIPTION
 QK0279
 QK0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0279'4.8 MI NW FROM ST IGNACE.
 QK0279'ABOUT 4.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0279'OVER I 75 AT ST IGNACE, IN SECTION 9, R 4 W., T 40 N, ON THE WEST
 QK0279'SLOPE OF A HILL, NEAR THE SOUTHEAST CORNER OF A SMALL CLEARING,
 QK0279'183 FEET NORTHEAST OF THE NORTH END OF AN 18-INCH PIPE CULVERT
 QK0279'UNDER THE HIGHWAY, 71 FEET NORTH OF THE CENTER LINE OF THE
 QK0279'HIGHWAY, 160 FEET WEST OF AN UNDERGROUND CABLE MARKER, 0.6 FOOT
 QK0279'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 QK0279'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QK0279'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QK0279'PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QK0279'DRIVEN TO REFUSAL AT A DEPTH OF 6.8 FEET.  SECTION 9, T40N, R4W.
 QK0279
 QK0279                          STATION RECOVERY (1995)
 QK0279
 QK0279'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0279'RECOVERED IN GOOD CONDITION.
 QK0279
 QK0279                          STATION RECOVERY (2001)
 QK0279
 QK0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0279'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0279
 QK0279                          STATION RECOVERY (2003)
 QK0279
 QK0279'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0279'RECOVERED IN GOOD CONDITION.
 QK0279
 QK0279                          STATION RECOVERY (2006)
 QK0279
 QK0279'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0279'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0391 ***********************************************************************
 RJ0391  DESIGNATION -  D 201
 RJ0391  PID         -  RJ0391
 RJ0391  STATE/COUNTY-  MI/MACKINAC
 RJ0391  USGS QUAD   -  EPOUFETTE (1975)
 RJ0391
 RJ0391                         *CURRENT SURVEY CONTROL
 RJ0391  ___________________________________________________________________
 RJ0391* NAD 83(1986)-  46 03 50.     (N)    085 10 31.     (W)     SCALED    
 RJ0391* NAVD 88     -       214.590  (meters)     704.03   (feet)  ADJUSTED  
 RJ0391  ___________________________________________________________________
 RJ0391  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0391  DYNAMIC HT  -         214.604 (meters)     704.08  (feet)  COMP
 RJ0391  MODELED GRAV-     980,676.0   (mgal)                       NAVD 88
 RJ0391
 RJ0391  VERT ORDER  -  FIRST     CLASS 0
 RJ0391
 RJ0391.The horizontal coordinates were scaled from a topographic map and have
 RJ0391.an estimated accuracy of +/- 6 seconds.
 RJ0391
 RJ0391.The orthometric height was determined by differential leveling
 RJ0391.and adjusted by the National Geodetic Survey in June 1991..
 RJ0391
 RJ0391.The geoid height was determined by GEOID03.
 RJ0391
 RJ0391.The dynamic height is computed by dividing the NAVD 88
 RJ0391.geopotential number by the normal gravity value computed on the
 RJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0391.degrees latitude (g = 980.6199 gals.).
 RJ0391
 RJ0391.The modeled gravity was interpolated from observed gravity values.
 RJ0391
 RJ0391;                    North         East    Units  Estimated Accuracy
 RJ0391;SPC MI N     -   143,950.    8,141,160.      MT  (+/- 180 meters Scaled)
 RJ0391
 RJ0391                          SUPERSEDED SURVEY CONTROL
 RJ0391
 RJ0391  NGVD 29 (??/??/92)  214.630  (m)          704.17   (f) ADJ UNCH    1 0
 RJ0391
 RJ0391.Superseded values are not recommended for survey control.
 RJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0391.See file dsdata.txt to determine how the superseded data were derived.
 RJ0391
 RJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS411027(NAD 83)
 RJ0391_MARKER: DB = BENCH MARK DISK
 RJ0391_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0391_SP_SET: 40 FT
 RJ0391_STAMPING: D 201 1972
 RJ0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0391
 RJ0391  HISTORY     - Date     Condition        Report By
 RJ0391  HISTORY     - 1972     MONUMENTED       NGS
 RJ0391  HISTORY     - 19950814 GOOD             USPSQD
 RJ0391  HISTORY     - 20030606 GOOD             USPSQD
 RJ0391  HISTORY     - 20060830 GOOD             USPSQD
 RJ0391
 RJ0391                          STATION DESCRIPTION
 RJ0391
 RJ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0391'7 MI NW FROM BREVORT.
 RJ0391'ABOUT 7.05 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0391'LUTHERAN CHURCH AT BREVORT, ABOUT 90 YARDS NORTH OF THE CENTER
 RJ0391'OF THE JUNCTION OF THE HIGHWAY AND PASQUIN CREEK ROAD LEADING
 RJ0391'NORTH, (COUNTY ROAD 722), AT THE SOUTHEAST CORNER OF THE
 RJ0391'EPOUFETTE CEMETERY, 245 FEET NORTH OF THE CENTER LINE OF THE
 RJ0391'HIGHWAY, 40 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 RJ0391'NORTH, 28 FEET WEST OF THE CENTER LINE OF THE CEMETERY FENCE,
 RJ0391'0.5 FOOT SOUTH OF THE EAST-WEST FENCE LINE FOR CEMETERY, 0.5
 RJ0391'FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RJ0391'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 RJ0391'ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE
 RJ0391'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 RJ0391'SECTION 4, T 42 N, R 7 W.
 RJ0391
 RJ0391                          STATION RECOVERY (1995)
 RJ0391
 RJ0391'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0391'RECOVERED IN GOOD CONDITION.
 RJ0391
 RJ0391                          STATION RECOVERY (2003)
 RJ0391
 RJ0391'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0391'RECOVERED IN GOOD CONDITION.
 RJ0391
 RJ0391                          STATION RECOVERY (2006)
 RJ0391
 RJ0391'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0510 ***********************************************************************
 RJ0510  DESIGNATION -  D 202
 RJ0510  PID         -  RJ0510
 RJ0510  STATE/COUNTY-  MI/MACKINAC
 RJ0510  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0510
 RJ0510                         *CURRENT SURVEY CONTROL
 RJ0510  ___________________________________________________________________
 RJ0510* NAD 83(1986)-  46 06 02.     (N)    085 45 48.     (W)     SCALED    
 RJ0510* NAVD 88     -       231.086  (meters)     758.15   (feet)  ADJUSTED  
 RJ0510  ___________________________________________________________________
 RJ0510  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0510  DYNAMIC HT  -         231.098 (meters)     758.19  (feet)  COMP
 RJ0510  MODELED GRAV-     980,661.6   (mgal)                       NAVD 88
 RJ0510
 RJ0510  VERT ORDER  -  FIRST     CLASS 0
 RJ0510
 RJ0510.The horizontal coordinates were scaled from a topographic map and have
 RJ0510.an estimated accuracy of +/- 6 seconds.
 RJ0510
 RJ0510.The orthometric height was determined by differential leveling
 RJ0510.and adjusted by the National Geodetic Survey in June 1991..
 RJ0510
 RJ0510.The geoid height was determined by GEOID03.
 RJ0510
 RJ0510.The dynamic height is computed by dividing the NAVD 88
 RJ0510.geopotential number by the normal gravity value computed on the
 RJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0510.degrees latitude (g = 980.6199 gals.).
 RJ0510
 RJ0510.The modeled gravity was interpolated from observed gravity values.
 RJ0510
 RJ0510;                    North         East    Units  Estimated Accuracy
 RJ0510;SPC MI N     -   147,150.    8,095,610.      MT  (+/- 180 meters Scaled)
 RJ0510
 RJ0510                          SUPERSEDED SURVEY CONTROL
 RJ0510
 RJ0510  NGVD 29 (??/??/92)  231.123  (m)          758.28   (f) ADJ UNCH    1 0
 RJ0510
 RJ0510.Superseded values are not recommended for survey control.
 RJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0510.See file dsdata.txt to determine how the superseded data were derived.
 RJ0510
 RJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES955059(NAD 83)
 RJ0510_MARKER: DB = BENCH MARK DISK
 RJ0510_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0510_SP_SET: 15 FEET
 RJ0510_STAMPING: D 202 1972
 RJ0510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0510+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0510
 RJ0510  HISTORY     - Date     Condition        Report By
 RJ0510  HISTORY     - 1972     MONUMENTED       NGS
 RJ0510  HISTORY     - 19950816 GOOD             USPSQD
 RJ0510  HISTORY     - 20021030 GOOD             MIDT
 RJ0510  HISTORY     - 20021111 GOOD             USPSQD
 RJ0510  HISTORY     - 20040416 GOOD             USPSQD
 RJ0510  HISTORY     - 20060915 GOOD             USPSQD
 RJ0510
 RJ0510                          STATION DESCRIPTION
 RJ0510
 RJ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0510'3.5 MI W FROM GOULD CITY.
 RJ0510'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0510'OFFICE AT GOULD CITY, THENCE 3.15 MILES WEST ALONG U.S. HIGHWAY
 RJ0510'2, AT A SLIGHT RISE, 169 FEET SOUTH OF THE CENTER LINE OF THE
 RJ0510'HIGHWAY, 83 FEET WEST OF THE CENTER LINE OF A DIM TRACK ROAD
 RJ0510'LEADING TO AN ABANDONED HOUSE, 10 1/2 FEET EAST OF POWER LINE
 RJ0510'POLE 1797 (MOST NORTHERLY ONE OF 2 POLES), 10 FEET WEST OF THE
 RJ0510'BASE OF A GUY WIRE, 0.8 FOOT NORTH OF A METAL WITNESS POST, 8
 RJ0510'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 RJ0510'OF A COPPER COATED STEEL ROD THAT PROJECTS 1 INCH ABOVE THE
 RJ0510'GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS 3 INCHES
 RJ0510'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0510'AT A DEPTH OF 15 FEET.  SEC 26, T 43 N, R 12 W.
 RJ0510
 RJ0510                          STATION RECOVERY (1995)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2002)
 RJ0510
 RJ0510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0510'RECOVERED AS DESCRIBED
 RJ0510
 RJ0510                          STATION RECOVERY (2002)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2004)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0510'RECOVERED IN GOOD CONDITION.
 RJ0510
 RJ0510                          STATION RECOVERY (2006)
 RJ0510
 RJ0510'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0037 ***********************************************************************
 QL0037  DESIGNATION -  D 203
 QL0037  PID         -  QL0037
 QL0037  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0037  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0037
 QL0037                         *CURRENT SURVEY CONTROL
 QL0037  ___________________________________________________________________
 QL0037* NAD 83(1986)-  45 58 43.     (N)    086 08 22.     (W)     SCALED    
 QL0037* NAVD 88     -       200.734  (meters)     658.57   (feet)  ADJUSTED  
 QL0037  ___________________________________________________________________
 QL0037  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QL0037  DYNAMIC HT  -         200.741 (meters)     658.60  (feet)  COMP
 QL0037  MODELED GRAV-     980,645.5   (mgal)                       NAVD 88
 QL0037
 QL0037  VERT ORDER  -  FIRST     CLASS 0
 QL0037
 QL0037.The horizontal coordinates were scaled from a topographic map and have
 QL0037.an estimated accuracy of +/- 6 seconds.
 QL0037
 QL0037.The orthometric height was determined by differential leveling
 QL0037.and adjusted by the National Geodetic Survey in June 1991..
 QL0037
 QL0037.The geoid height was determined by GEOID03.
 QL0037
 QL0037.The dynamic height is computed by dividing the NAVD 88
 QL0037.geopotential number by the normal gravity value computed on the
 QL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0037.degrees latitude (g = 980.6199 gals.).
 QL0037
 QL0037.The modeled gravity was interpolated from observed gravity values.
 QL0037
 QL0037;                    North         East    Units  Estimated Accuracy
 QL0037;SPC MI N     -   133,210.    8,066,680.      MT  (+/- 180 meters Scaled)
 QL0037
 QL0037                          SUPERSEDED SURVEY CONTROL
 QL0037
 QL0037  NGVD 29 (??/??/92)  200.767  (m)          658.68   (f) ADJ UNCH    1 0
 QL0037
 QL0037.Superseded values are not recommended for survey control.
 QL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0037.See file dsdata.txt to determine how the superseded data were derived.
 QL0037
 QL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER666920(NAD 83)
 QL0037_MARKER: DB = BENCH MARK DISK
 QL0037_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0037_SP_SET: 24 FT
 QL0037_STAMPING: D 203 1972
 QL0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0037
 QL0037  HISTORY     - Date     Condition        Report By
 QL0037  HISTORY     - 1972     MONUMENTED       NGS
 QL0037  HISTORY     - 1979     GOOD             MIDH
 QL0037  HISTORY     - 20010911 GOOD             MIDT
 QL0037  HISTORY     - 20040416 GOOD             USPSQD
 QL0037  HISTORY     - 20060918 GOOD             USPSQD
 QL0037
 QL0037                          STATION DESCRIPTION
 QL0037
 QL0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0037'6.6 MI E FROM MANISTIQUE.
 QL0037'ABOUT 6.55 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0037'AT MANISTIQUE, AT THE NORTH CORNER OF A WOODED AREA, 75 FEET
 QL0037'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 88 FEET SOUTHWEST
 QL0037'OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHEAST, 6 FEET
 QL0037'NORTH OF A TELEPHONE POLE WITH A GUY WIRE, 1 FOOT SOUTHWEST
 QL0037'OF A METAL WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY
 QL0037'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 QL0037'2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 QL0037'PIPE THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 QL0037'THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 2, T 41N,
 QL0037'R 15W
 QL0037
 QL0037                          STATION RECOVERY (1979)
 QL0037
 QL0037'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0037'RECOVERED IN GOOD CONDITION.
 QL0037
 QL0037                          STATION RECOVERY (2001)
 QL0037
 QL0037'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0037'STATION IS N52W, 0.65' OF A CARSONITE WITNESS POST.
 QL0037
 QL0037                          STATION RECOVERY (2004)
 QL0037
 QL0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0037' 
 QL0037' 
 QL0037' 
 QL0037' 
 QL0037' 
 QL0037' 
 QL0037
 QL0037                          STATION RECOVERY (2006)
 QL0037
 QL0037'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0098 ***********************************************************************
 QL0098  DESIGNATION -  D 204
 QL0098  PID         -  QL0098
 QL0098  STATE/COUNTY-  MI/DELTA
 QL0098  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0098
 QL0098                         *CURRENT SURVEY CONTROL
 QL0098  ___________________________________________________________________
 QL0098* NAD 83(1986)-  45 54 00.     (N)    086 35 43.     (W)     SCALED    
 QL0098* NAVD 88     -       183.696  (meters)     602.68   (feet)  ADJUSTED  
 QL0098  ___________________________________________________________________
 QL0098  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 QL0098  DYNAMIC HT  -         183.698 (meters)     602.68  (feet)  COMP
 QL0098  MODELED GRAV-     980,623.4   (mgal)                       NAVD 88
 QL0098
 QL0098  VERT ORDER  -  FIRST     CLASS 0
 QL0098
 QL0098.The horizontal coordinates were scaled from a topographic map and have
 QL0098.an estimated accuracy of +/- 6 seconds.
 QL0098
 QL0098.The orthometric height was determined by differential leveling
 QL0098.and adjusted by the National Geodetic Survey in June 1991..
 QL0098
 QL0098.The geoid height was determined by GEOID03.
 QL0098
 QL0098.The dynamic height is computed by dividing the NAVD 88
 QL0098.geopotential number by the normal gravity value computed on the
 QL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0098.degrees latitude (g = 980.6199 gals.).
 QL0098
 QL0098.The modeled gravity was interpolated from observed gravity values.
 QL0098
 QL0098;                    North         East    Units  Estimated Accuracy
 QL0098;SPC MI N     -   124,190.    8,031,410.      MT  (+/- 180 meters Scaled)
 QL0098
 QL0098                          SUPERSEDED SURVEY CONTROL
 QL0098
 QL0098  NGVD 29 (??/??/92)  183.66   (m)          602.6    (f) COMPUTED    1 0
 QL0098
 QL0098.Superseded values are not recommended for survey control.
 QL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0098.See file dsdata.txt to determine how the superseded data were derived.
 QL0098
 QL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER313830(NAD 83)
 QL0098_MARKER: DB = BENCH MARK DISK
 QL0098_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0098_SP_SET: 5.5 FT
 QL0098_STAMPING: D 204 1972
 QL0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0098+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0098
 QL0098  HISTORY     - Date     Condition        Report By
 QL0098  HISTORY     - 1972     MONUMENTED       NGS
 QL0098  HISTORY     - 20021113 GOOD             USPSQD
 QL0098  HISTORY     - 20050201 GOOD             MIDT
 QL0098  HISTORY     - 20060918 GOOD             USPSQD
 QL0098
 QL0098                          STATION DESCRIPTION
 QL0098
 QL0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0098'6.2 MI W FROM COOKS.
 QL0098'ABOUT 6.25 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0098'COUNTY ROAD 442 AT COOKS, 98 1/2 FEET NORTH OF THE JUNCTION OF
 QL0098'COUNTY ROAD N 31 LEADING SOUTH, 107 FEET WEST OF THE CROSSING
 QL0098'OF A PRIVATE ROAD AND THE M, ST P AND S STE M RR, 27 FEET SOUTH
 QL0098'OF THE SOUTH RAIL OF THE TRACK, 78 FEET EAST OF RAILROAD MILEAGE
 QL0098'POST NO. 367.90, 9 FEET WEST OF A TELEPHONE POLE, 1 1/2 FEET
 QL0098'NORTH OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 QL0098'TRACK, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0098'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH
 QL0098'THE GROUND AND ENCASED IN A 6 INCH PIPE (METAL) THAT PROJECTS
 QL0098'4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 QL0098'REFUSAL AT A DEPTH OF 5 1/2 FEET.  SECTION 31, T 41 N, R 18 W.
 QL0098
 QL0098                          STATION RECOVERY (2002)
 QL0098
 QL0098'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0098'RECOVERED IN GOOD CONDITION.
 QL0098
 QL0098                          STATION RECOVERY (2005)
 QL0098
 QL0098'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0098'RECOVERED IN GOOD CONDITION.
 QL0098
 QL0098                          STATION RECOVERY (2006)
 QL0098
 QL0098'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0197 ***********************************************************************
 QL0197  DESIGNATION -  D 205
 QL0197  PID         -  QL0197
 QL0197  STATE/COUNTY-  MI/DELTA
 QL0197  USGS QUAD   -  GLADSTONE (1985)
 QL0197
 QL0197                         *CURRENT SURVEY CONTROL
 QL0197  ___________________________________________________________________
 QL0197* NAD 83(1986)-  45 47 58.     (N)    087 04 13.     (W)     SCALED    
 QL0197* NAVD 88     -       193.420  (meters)     634.58   (feet)  ADJUSTED  
 QL0197  ___________________________________________________________________
 QL0197  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 QL0197  DYNAMIC HT  -         193.421 (meters)     634.58  (feet)  COMP
 QL0197  MODELED GRAV-     980,614.1   (mgal)                       NAVD 88
 QL0197
 QL0197  VERT ORDER  -  FIRST     CLASS 0
 QL0197
 QL0197.The horizontal coordinates were scaled from a topographic map and have
 QL0197.an estimated accuracy of +/- 6 seconds.
 QL0197
 QL0197.The orthometric height was determined by differential leveling
 QL0197.and adjusted by the National Geodetic Survey in June 1991..
 QL0197
 QL0197.The geoid height was determined by GEOID03.
 QL0197
 QL0197.The dynamic height is computed by dividing the NAVD 88
 QL0197.geopotential number by the normal gravity value computed on the
 QL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0197.degrees latitude (g = 980.6199 gals.).
 QL0197
 QL0197.The modeled gravity was interpolated from observed gravity values.
 QL0197
 QL0197;                    North         East    Units  Estimated Accuracy
 QL0197;SPC MI N     -   112,940.    7,994,540.      MT  (+/- 180 meters Scaled)
 QL0197
 QL0197                          SUPERSEDED SURVEY CONTROL
 QL0197
 QL0197  NGVD 29 (??/??/92)  193.43   (m)          634.6    (f) COMPUTED    1 0
 QL0197
 QL0197.Superseded values are not recommended for survey control.
 QL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0197.See file dsdata.txt to determine how the superseded data were derived.
 QL0197
 QL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR945717(NAD 83)
 QL0197_MARKER: DB = BENCH MARK DISK
 QL0197_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0197_SP_SET: 47 FT
 QL0197_STAMPING: D 205 1972
 QL0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0197
 QL0197  HISTORY     - Date     Condition        Report By
 QL0197  HISTORY     - 1972     MONUMENTED       NGS
 QL0197  HISTORY     - 20021003 GOOD             USPSQD
 QL0197  HISTORY     - 20050912 GOOD             USPSQD
 QL0197
 QL0197                          STATION DESCRIPTION
 QL0197
 QL0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0197'3.6 MI SW FROM GLADSTONE.
 QL0197'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 AND 41 AND STATE
 QL0197'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0197'RAILROAD STATION AT GLADSTONE, 209 FEET NORTHWEST OF THE WEST
 QL0197'CORNER OF A CONCRETE RETAINING WALL FOR A CHICAGO AND
 QL0197'NORTHWESTERN RAILROAD OVERPASS OVER THE HIGHWAYS, 51 FEET
 QL0197'SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET SOUTHEAST OF TELEPHONE
 QL0197'POLE NO. 2610, 0.6 FOOT NORTHWEST OF A METAL WITNESS POST, 2
 QL0197'FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A
 QL0197'COPPER COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE
 QL0197'GROUND AND ENCASED IN A 4 INCH IRON PIPE THAT IS FLUSH WITH THE
 QL0197'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 QL0197'OF 47 FEET.  SECTION 6, T 39 N, R 22 W.
 QL0197
 QL0197                          STATION RECOVERY (2002)
 QL0197
 QL0197'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0197'RECOVERED IN GOOD CONDITION.
 QL0197
 QL0197                          STATION RECOVERY (2005)
 QL0197
 QL0197'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0494 ***********************************************************************
 RJ0494  DESIGNATION -  D 206
 RJ0494  PID         -  RJ0494
 RJ0494  STATE/COUNTY-  MI/MACKINAC
 RJ0494  USGS QUAD   -  ENGADINE (1973)
 RJ0494
 RJ0494                         *CURRENT SURVEY CONTROL
 RJ0494  ___________________________________________________________________
 RJ0494* NAD 83(1986)-  46 06 04.     (N)    085 32 37.     (W)     SCALED    
 RJ0494* NAVD 88     -       190.521  (meters)     625.07   (feet)  ADJUSTED  
 RJ0494  ___________________________________________________________________
 RJ0494  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0494  DYNAMIC HT  -         190.532 (meters)     625.10  (feet)  COMP
 RJ0494  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 RJ0494
 RJ0494  VERT ORDER  -  FIRST     CLASS 0
 RJ0494
 RJ0494.The horizontal coordinates were scaled from a topographic map and have
 RJ0494.an estimated accuracy of +/- 6 seconds.
 RJ0494
 RJ0494.The orthometric height was determined by differential leveling
 RJ0494.and adjusted by the National Geodetic Survey in June 1991..
 RJ0494
 RJ0494.The geoid height was determined by GEOID03.
 RJ0494
 RJ0494.The dynamic height is computed by dividing the NAVD 88
 RJ0494.geopotential number by the normal gravity value computed on the
 RJ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0494.degrees latitude (g = 980.6199 gals.).
 RJ0494
 RJ0494.The modeled gravity was interpolated from observed gravity values.
 RJ0494
 RJ0494;                    North         East    Units  Estimated Accuracy
 RJ0494;SPC MI N     -   147,500.    8,112,590.      MT  (+/- 180 meters Scaled)
 RJ0494
 RJ0494                          SUPERSEDED SURVEY CONTROL
 RJ0494
 RJ0494  NGVD 29 (??/??/92)  190.560  (m)          625.20   (f) ADJ UNCH    1 0
 RJ0494
 RJ0494.Superseded values are not recommended for survey control.
 RJ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0494.See file dsdata.txt to determine how the superseded data were derived.
 RJ0494
 RJ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS125063(NAD 83)
 RJ0494_MARKER: DB = BENCH MARK DISK
 RJ0494_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0494_SP_SET: 26.9 FEET
 RJ0494_STAMPING: D 206 1972
 RJ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0494
 RJ0494  HISTORY     - Date     Condition        Report By
 RJ0494  HISTORY     - 1972     MONUMENTED       NGS
 RJ0494  HISTORY     - 19950816 GOOD             USPSQD
 RJ0494  HISTORY     - 20010331 GOOD             NGS
 RJ0494  HISTORY     - 20021111 GOOD             USPSQD
 RJ0494  HISTORY     - 20040417 GOOD             USPSQD
 RJ0494  HISTORY     - 20060915 GOOD             USPSQD
 RJ0494
 RJ0494                          STATION DESCRIPTION
 RJ0494
 RJ0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0494'4.6 MI W FROM NAUBINWAY.
 RJ0494'ABOUT 4.55 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0494'CHURCH AT NAUBINWAY, 71 FEET NORTH OF THE CENTER OF THE
 RJ0494'JUNCTION OF A NARROW CROOKED PRIVATE ROAD LEADING NORTH, 32 1/2
 RJ0494'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 19 1/2 FEET
 RJ0494'NORTHWEST OF THE NORTHWEST TRUNK FOR TRIPPLE MAPLE TREE, 1 FOOT
 RJ0494'EAST OF A METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE
 RJ0494'HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 RJ0494'THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 2 INCHES
 RJ0494'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0494'AT A DEPTH OF 26.9 FEET.
 RJ0494
 RJ0494                          STATION RECOVERY (1995)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0494'RECOVERED IN GOOD CONDITION.
 RJ0494
 RJ0494                          STATION RECOVERY (2001)
 RJ0494
 RJ0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0494'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0494
 RJ0494                          STATION RECOVERY (2002)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0494'RECOVERED IN GOOD CONDITION.
 RJ0494
 RJ0494                          STATION RECOVERY (2004)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0494'RECOVERED IN GOOD CONDITION.
 RJ0494
 RJ0494                          STATION RECOVERY (2006)
 RJ0494
 RJ0494'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0233 ***********************************************************************
 QL0233  DESIGNATION -  D 207
 QL0233  PID         -  QL0233
 QL0233  STATE/COUNTY-  MI/DELTA
 QL0233  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0233
 QL0233                         *CURRENT SURVEY CONTROL
 QL0233  ___________________________________________________________________
 QL0233* NAD 83(1986)-  45 36 37.     (N)    087 13 07.     (W)     SCALED    
 QL0233* NAVD 88     -       179.407  (meters)     588.60   (feet)  ADJUSTED  
 QL0233  ___________________________________________________________________
 QL0233  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 QL0233  DYNAMIC HT  -         179.402 (meters)     588.59  (feet)  COMP
 QL0233  MODELED GRAV-     980,588.2   (mgal)                       NAVD 88
 QL0233
 QL0233  VERT ORDER  -  FIRST     CLASS 0
 QL0233
 QL0233.The horizontal coordinates were scaled from a topographic map and have
 QL0233.an estimated accuracy of +/- 6 seconds.
 QL0233
 QL0233.The orthometric height was determined by differential leveling
 QL0233.and adjusted by the National Geodetic Survey in June 1991..
 QL0233
 QL0233.The geoid height was determined by GEOID03.
 QL0233
 QL0233.The dynamic height is computed by dividing the NAVD 88
 QL0233.geopotential number by the normal gravity value computed on the
 QL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0233.degrees latitude (g = 980.6199 gals.).
 QL0233
 QL0233.The modeled gravity was interpolated from observed gravity values.
 QL0233
 QL0233;                    North         East    Units  Estimated Accuracy
 QL0233;SPC MI N     -    91,940.    7,982,950.      MT  (+/- 180 meters Scaled)
 QL0233
 QL0233                          SUPERSEDED SURVEY CONTROL
 QL0233
 QL0233.No superseded survey control is available for this station.
 QL0233
 QL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR829507(NAD 83)
 QL0233_MARKER: DB = BENCH MARK DISK
 QL0233_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0233_SP_SET: 16 FT
 QL0233_STAMPING: D 207 1972
 QL0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0233+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0233
 QL0233  HISTORY     - Date     Condition        Report By
 QL0233  HISTORY     - 1972     MONUMENTED       NGS
 QL0233  HISTORY     - 1990     GOOD             USPSQD
 QL0233  HISTORY     - 19910610 GOOD             USPSQD
 QL0233  HISTORY     - 20011025 GOOD             USPSQD
 QL0233  HISTORY     - 20030411 GOOD             USPSQD
 QL0233  HISTORY     - 20040913 GOOD             DAVWAN
 QL0233  HISTORY     - 20060406 GOOD             USPSQD
 QL0233
 QL0233                          STATION DESCRIPTION
 QL0233
 QL0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0233'12.7 MI SW FROM ESCANABA.
 QL0233'ABOUT 12.7 MILES SOUTHWEST ALONG STATE HIGHWAY 35 M FROM THE
 QL0233'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 0.4 MILE
 QL0233'NORTHEAST OF A 10 FOOT BOX CULVERT UNDER THE HIGHWAY, AT A ROAD
 QL0233'INTERSECTION, 71 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 QL0233'HIGHWAY, 12 FEET NORTHEAST OF THE CENTERLINE OF DIM ROAD
 QL0233'LEADING NORTHWEST FROM THE HIGHWAY, 3 1/2 FEET SOUTHEAST OF A
 QL0233'FENCE LINE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 4 FEET
 QL0233'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0233'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 QL0233'THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QL0233'WAS DRIVEN TO A DEPTH OF 16 FEET.  SECTION 12, T37N, R24W.
 QL0233
 QL0233                          STATION RECOVERY (1990)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (1991)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2001)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2003)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2004)
 QL0233
 QL0233'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0233'RECOVERED IN GOOD CONDITION.
 QL0233
 QL0233                          STATION RECOVERY (2006)
 QL0233
 QL0233'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0233'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0430 ***********************************************************************
 QL0430  DESIGNATION -  D 208 RESET
 QL0430  PID         -  QL0430
 QL0430  STATE/COUNTY-  MI/MENOMINEE
 QL0430  USGS QUAD   -  BIRCH CREEK (1976)
 QL0430
 QL0430                         *CURRENT SURVEY CONTROL
 QL0430  ___________________________________________________________________
 QL0430* NAD 83(1986)-  45 11 36.     (N)    087 32 47.     (W)     SCALED    
 QL0430* NAVD 88     -       177.82   (meters)     583.4    (feet)  RESET     
 QL0430  ___________________________________________________________________
 QL0430  GEOID HEIGHT-         -37.03  (meters)                     GEOID03
 QL0430
 QL0430  VERT ORDER  -  THIRD
 QL0430
 QL0430.The horizontal coordinates were scaled from a topographic map and have
 QL0430.an estimated accuracy of +/- 6 seconds.
 QL0430
 QL0430.The orthometric height was computed from unverified reset data.
 QL0430.No vertical observational check was made to the station.
 QL0430
 QL0430.The geoid height was determined by GEOID03.
 QL0430
 QL0430;                    North         East    Units  Estimated Accuracy
 QL0430;SPC MI N     -    45,720.    7,957,060.      MT  (+/- 180 meters Scaled)
 QL0430
 QL0430                          SUPERSEDED SURVEY CONTROL
 QL0430
 QL0430.No superseded survey control is available for this station.
 QL0430
 QL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR570045(NAD 83)
 QL0430_MARKER: DV = VERTICAL CONTROL DISK
 QL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0430_STAMPING: D 208 RESET 1981
 QL0430_MARK LOGO: NGS   
 QL0430_PROJECTION: FLUSH
 QL0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0430+STABILITY: SURFACE MOTION
 QL0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0430+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 QL0430
 QL0430  HISTORY     - Date     Condition        Report By
 QL0430  HISTORY     - 1981     MONUMENTED       MIDH
 QL0430  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0430  HISTORY     - 19910821 GOOD             USPSQD
 QL0430  HISTORY     - 19940426 GOOD             MIDT
 QL0430  HISTORY     - 20040817 GOOD             WILCOX
 QL0430  HISTORY     - 20060409 GOOD             USPSQD
 QL0430
 QL0430                          STATION DESCRIPTION
 QL0430
 QL0430'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 QL0430'5.5 MI NE FROM MENOMINEE.
 QL0430'5.5 MILES NORTHEAST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION OF
 QL0430'U.S. HIGHWAY 41 IN MENOMINEE, ABOUT 0.8 MILE SOUTHWEST OF THE JUNCTION
 QL0430'OF BIRCH CREEK ROAD, ABOUT 0.15 MILE SOUTHWEST OF THE CLUB HOUSE FOR
 QL0430'THE NORTH SHORE COUNTRY CLUB AND GULF COURSE, SET AT THE TREE LINE,
 QL0430'AND 65 FEET EAST OF THE CENTERLINE OF HIGHWAY, WITH A 3 FOOT FENCE
 QL0430'IRON ENCASED.
 QL0430'THE MARK IS 2 FT  W FROM A WITNESS POST.
 QL0430
 QL0430                          STATION RECOVERY (1990)
 QL0430
 QL0430'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0430'MARK NOT FOUND.
 QL0430
 QL0430                          STATION RECOVERY (1991)
 QL0430
 QL0430'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0430'RECOVERED IN GOOD CONDITION.
 QL0430
 QL0430                          STATION RECOVERY (1994)
 QL0430
 QL0430'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0430'RECOVERED AS DESCRIBED.
 QL0430
 QL0430                          STATION RECOVERY (2004)
 QL0430
 QL0430'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0430'RECOVERED IN GOOD CONDITION.
 QL0430
 QL0430                          STATION RECOVERY (2006)
 QL0430
 QL0430'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0704 ***********************************************************************
 NE0704  DESIGNATION -  D 21
 NE0704  PID         -  NE0704
 NE0704  STATE/COUNTY-  MI/WASHTENAW
 NE0704  USGS QUAD   -  YPSILANTI EAST (1983)
 NE0704
 NE0704                         *CURRENT SURVEY CONTROL
 NE0704  ___________________________________________________________________
 NE0704* NAD 83(1986)-  42 14 50.     (N)    083 36 37.     (W)     SCALED    
 NE0704* NAVD 88     -       218.812  (meters)     717.89   (feet)  ADJUSTED  
 NE0704  ___________________________________________________________________
 NE0704  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 NE0704  DYNAMIC HT  -         218.744 (meters)     717.66  (feet)  COMP
 NE0704  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NE0704
 NE0704  VERT ORDER  -  FIRST     CLASS II
 NE0704
 NE0704.The horizontal coordinates were scaled from a topographic map and have
 NE0704.an estimated accuracy of +/- 6 seconds.
 NE0704
 NE0704.The orthometric height was determined by differential leveling
 NE0704.and adjusted by the National Geodetic Survey in June 1991..
 NE0704
 NE0704.The geoid height was determined by GEOID03.
 NE0704
 NE0704.The dynamic height is computed by dividing the NAVD 88
 NE0704.geopotential number by the normal gravity value computed on the
 NE0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0704.degrees latitude (g = 980.6199 gals.).
 NE0704
 NE0704.The modeled gravity was interpolated from observed gravity values.
 NE0704
 NE0704;                    North         East    Units  Estimated Accuracy
 NE0704;SPC MI S     -    83,280.    4,062,420.      MT  (+/- 180 meters Scaled)
 NE0704
 NE0704                          SUPERSEDED SURVEY CONTROL
 NE0704
 NE0704  NGVD 29 (??/??/92)  218.938  (m)          718.30   (f) ADJ UNCH    1 2
 NE0704
 NE0704.Superseded values are not recommended for survey control.
 NE0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0704.See file dsdata.txt to determine how the superseded data were derived.
 NE0704
 NE0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG846805(NAD 83)
 NE0704_MARKER: DB = BENCH MARK DISK
 NE0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0704_STAMPING: ELEV 718.299 FT D 21 1916
 NE0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0704+STABILITY: SURFACE MOTION
 NE0704
 NE0704  HISTORY     - Date     Condition        Report By
 NE0704  HISTORY     - 1916     MONUMENTED       CGS
 NE0704  HISTORY     - 1953     GOOD             NGS
 NE0704  HISTORY     - 1966     MARK NOT FOUND   NGS
 NE0704
 NE0704                          STATION DESCRIPTION
 NE0704
 NE0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NE0704'AT YPSILANTI.
 NE0704'AT YPSILANTI, WASHTENAW COUNTY, OPPOSITE THE EAST END OF THE NEW
 NE0704'YORK CENTRAL RAILROAD STATION, 85.3 FEET SOUTHWEST OF THE SOUTHWEST
 NE0704'CORNER OF THE NEW YORK CENTRAL RAILROAD STATION, 52.5 FEET
 NE0704'SOUTHWEST OF THE SOUTH RAIL OF THE SOUTH MAIN TRACK, 39.0 FEET
 NE0704'SOUTHEAST OF A 36-INCH OAK TREE, 10.0 FEET NORTHEAST OF THE
 NE0704'NORTHEAST CORNER OF A BRICK BUILDING.  A STANDARD DISK, STAMPED
 NE0704'ELEV. 718.299 FT. D 21 1916 AND SET IN THE TOP OF A CONCRETE POST
 NE0704'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 NE0704
 NE0704                          STATION RECOVERY (1966)
 NE0704
 NE0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 NE0704'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0170 ***********************************************************************
 RK0170  DESIGNATION -  D 22
 RK0170  PID         -  RK0170
 RK0170  STATE/COUNTY-  MI/MARQUETTE
 RK0170  USGS QUAD   -  SANDS (1975)
 RK0170
 RK0170                         *CURRENT SURVEY CONTROL
 RK0170  ___________________________________________________________________
 RK0170* NAD 83(1986)-  46 22 48.     (N)    087 25 46.     (W)     SCALED    
 RK0170* NAVD 88     -       364.627  (meters)    1196.28   (feet)  POSTED    
 RK0170  ___________________________________________________________________
 RK0170  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 RK0170  DYNAMIC HT  -         364.640 (meters)    1196.32  (feet)  COMP
 RK0170  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 RK0170
 RK0170  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RK0170
 RK0170.The horizontal coordinates were scaled from a topographic map and have
 RK0170.an estimated accuracy of +/- 6 seconds.
 RK0170
 RK0170.The orthometric height was determined by differential leveling
 RK0170.and adjusted by the National Geodetic Survey in 1992..
 RK0170.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RK0170.rate of 1.1 thru 2.0 mm/km.
 RK0170
 RK0170.The geoid height was determined by GEOID03.
 RK0170
 RK0170.The dynamic height is computed by dividing the NAVD 88
 RK0170.geopotential number by the normal gravity value computed on the
 RK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0170.degrees latitude (g = 980.6199 gals.).
 RK0170
 RK0170.The modeled gravity was interpolated from observed gravity values.
 RK0170
 RK0170;                    North         East    Units  Estimated Accuracy
 RK0170;SPC MI N     -   177,550.    7,966,970.      MT  (+/- 180 meters Scaled)
 RK0170
 RK0170                          SUPERSEDED SURVEY CONTROL
 RK0170
 RK0170  NGVD 29 (??/??/92)  364.503  (m)         1195.87   (f) ADJ UNCH    1 2
 RK0170
 RK0170.Superseded values are not recommended for survey control.
 RK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0170.See file dsdata.txt to determine how the superseded data were derived.
 RK0170
 RK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS669363(NAD 83)
 RK0170_MARKER: DB = BENCH MARK DISK
 RK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0170_STAMPING: ELEV 1195.933 FT D 22 1917
 RK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0170+STABILITY: SURFACE MOTION
 RK0170
 RK0170  HISTORY     - Date     Condition        Report By
 RK0170  HISTORY     - 1917     MONUMENTED       CGS
 RK0170  HISTORY     - 1934     GOOD             NGS
 RK0170
 RK0170                          STATION DESCRIPTION
 RK0170
 RK0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0170'AT SANDS.
 RK0170'AT SANDS, MARQUETTE COUNTY, OPPOSITE THE CHICAGO AND NORTH
 RK0170'WESTERN RAILWAY STATION SIGNBOARD, 103 YARDS EAST OF THE SECTION
 RK0170'FOREMANS HOUSE, 46 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN
 RK0170'TRACK, 15 FEET SOUTHWEST OF A SIDING, AND NEAR A POLE.  A
 RK0170'STANDARD DISK, STAMPED ELEV. 1195.933 FT. D 22 1917 AND SET
 RK0170'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1102 ***********************************************************************
 NE1102  DESIGNATION -  D 23
 NE1102  PID         -  NE1102
 NE1102  STATE/COUNTY-  MI/WAYNE
 NE1102  USGS QUAD   -  BELLE ISLE (1980)
 NE1102
 NE1102                         *CURRENT SURVEY CONTROL
 NE1102  ___________________________________________________________________
 NE1102* NAD 83(1994)-  42 21 22.94541(N)    082 56 25.98541(W)     ADJUSTED  
 NE1102* NAVD 88     -       176.77   (+/-2cm)     580.0    (feet)  VERTCON   
 NE1102  ___________________________________________________________________
 NE1102  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NE1102  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE1102
 NE1102  HORZ ORDER  -  FIRST
 NE1102  VERT ORDER  -  THIRD ? (See Below)
 NE1102
 NE1102.The horizontal coordinates were established by classical geodetic methods
 NE1102.and adjusted by the National Geodetic Survey in February 1997..
 NE1102
 NE1102.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1102.The vertical order pertains to the NGVD 29 superseded value.
 NE1102
 NE1102.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1102
 NE1102.The geoid height was determined by GEOID03.
 NE1102
 NE1102;                    North         East     Units Scale Factor Converg.
 NE1102;SPC MI S     -    96,119.222 4,117,481.581   MT  0.99994916   +0 58 13.8
 NE1102;SPC MI S     -   315,351.78 13,508,797.84   iFT  0.99994916   +0 58 13.8
 NE1102;UTM  17      - 4,691,168.992   340,185.104   MT  0.99991426   -1 18 27.7
 NE1102
 NE1102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1102!SPC MI S     -   0.99997770  x   0.99994916  =   0.99992686
 NE1102!UTM  17      -   0.99997770  x   0.99991426  =   0.99989196
 NE1102
 NE1102|---------------------------------------------------------------------|
 NE1102| PID    Reference Object                     Distance      Geod. Az  |
 NE1102|                                                           dddmmss.s |
 NE1102| CH0938 D 23 RM 1                            26.478 METERS 08624     |
 NE1102| NE1107 BELLE ISLE WM LIVINGSTON LTHSE      APPROX. 1.5 KM 2272814.9 |
 NE1102| NE1106 D 26 1957 AZ MK                     APPROX. 1.6 KM 2281835.0 |
 NE1102| CH0939 D 23 RM 2                            23.428 METERS 24935     |
 NE1102|---------------------------------------------------------------------|
 NE1102
 NE1102                          SUPERSEDED SURVEY CONTROL
 NE1102
 NE1102  NAD 83(1986)-  42 21 22.95266(N)    082 56 26.01902(W) AD(       ) 1
 NE1102  NAD 27      -  42 21 22.81553(N)    082 56 26.31147(W) AD(       ) 1
 NE1102  NGVD 29 (07/19/86)  176.93   (m)          580.5    (f) LEVELING    3  
 NE1102
 NE1102.Superseded values are not recommended for survey control.
 NE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1102.See file dsdata.txt to determine how the superseded data were derived.
 NE1102
 NE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4018591169(NAD 83)
 NE1102_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1102
 NE1102  HISTORY     - Date     Condition        Report By
 NE1102  HISTORY     - 1957     MONUMENTED       CGS
 NE1102  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1102  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE1102  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 NE1102
 NE1102                          STATION DESCRIPTION
 NE1102
 NE1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1102'THE STATION IS ABOUT 6 MILES EAST-NORTHEAST OF THE CENTER OF DETROIT,
 NE1102'1 MILE NORTHEAST OF THE EAST END OF
 NE1102'BELLE ISLE, AT THE U.S. ARMY NIKE SITE D-23.  IT IS ON THE NORTH
 NE1102'BANK OF THE DETROIT RIVER, 117 FEET
 NE1102'SOUTH OF THE SOUTHEAST CORNER OF THE NIKE SITE POWERHOUSE
 NE1102'BUILDING,
 NE1102'16 FEET NORTHEAST OF A WHITE WITNESS POST AND 13 FEET NORTH OF A HIGH
 NE1102'WOVEN WIRE FENCE.  THE
 NE1102'MONUMENT IS FLUSH AND THE DISK IS STAMPED D 23 1957.
 NE1102'
 NE1102'TO REACH THE STATION FROM THE INTERSECTION OF JEFFERSON AVENUE AND
 NE1102'LENOX AVENUE, ABOUT 5.6 MILES
 NE1102'EAST OF DOWNTOWN DETROIT (SAVARINE HOTEL IN THE NORTHEAST CORNER OF
 NE1102'THE INTERSECTION), GO SOUTH ON
 NE1102'LENOX AVENUE FOR 1.0 MILE TO A WIRE GATE TO THE NIKE
 NE1102'SITE.  PASS THROUGH THE GATE AND KEEP RIGHT ON
 NE1102'THE GRAVELED DRIVEWAY FOR 0.15 MILE TO
 NE1102'THE STATION EAST OF THE ENCLOSED TOWER.
 NE1102'
 NE1102'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE HIGH WOVEN WIRE FENCE.  THE
 NE1102'MONUMENT PROJECTS 2
 NE1102'INCHES AND THE DISK IS STAMPED D 23 NO 1 1957.
 NE1102'
 NE1102'REFERENCE MARK 2 IS 99 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NE1102'POWERHOUSE BUILDING AND
 NE1102'1 FOOT NORTH OF THE WIRE FENCE.  THE MONUMENT PROJECTS 4 INCHES AND
 NE1102'THE DISK IS STAMPED D 23 NO 2
 NE1102'1957.
 NE1102'
 NE1102'THE AZIMUTH MARK IS ON THE EAST END OF BELLE ISLE AT THE NIKE
 NE1102'LAUNCHING SITE, 75 FEET
 NE1102'WEST OF A WIRE GATE THAT IS AT THE ENTRANCE TO THE BELLE ISLE,
 NE1102'WILLIAM LIVINGSTONE
 NE1102'LIGHTHOUSE, 5.3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF
 NE1102'A HIGH WOVEN WIRE FENCE.  THE
 NE1102'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED D 26
 NE1102'1957.
 NE1102'
 NE1102'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1102
 NE1102                          STATION RECOVERY (1964)
 NE1102
 NE1102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1102'THE STATION AND ALL MARKS WERE RECOVERED, THE STATION MARK DISK HAS
 NE1102'BEEN KNOCKED OFF, BUT THE
 NE1102'SHANK IS STILL FIRMELY EMBEDED IN THE MONUMENT AND ITS CENTER WAS
 NE1102'USED AS THE STATION MARK.  THE
 NE1102'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION, BUT WAS NOT OBSERVED
 NE1102'ON BECAUSE OF THE DIFFICULTY IN GAINING
 NE1102'ACCESS TO THE U.S. ARMY NIKE SITE WHERE IT IS
 NE1102'LOCATED.  THE DISTANCES TO BOTH REFERENCE MARKS CHECKED,
 NE1102'BUT THE DIRECTION TO REFERENCE MARK
 NE1102'1 WAS FOUND TO BE 1 MINUTE AND 27 SECONDS HIGHER THAN THE ORIGINAL
 NE1102'DIRECTION AND REFERENCE MARK 2 WAS
 NE1102'1 MINUTE AND 14 SECONDS LOWER THAN THE PREVIOUS MEASUREMENT.
 NE1102'
 NE1102'THE NIKE INSTALLATION MENTIONED IN THE ORIGINAL DESCRIPTION HAS BEEN
 NE1102'TORN DOWN AND WE WERE TOLD THAT
 NE1102'THE CITY IS PLANNING TO BUILD A PARK AT THIS LOCATION.
 NE1102'
 NE1102'DUE TO CHANGES A NEW DESCRIPTION FOLLOWS-
 NE1102'
 NE1102'THE STATION IS LOCATED ON THE NORTH BANK OF THE DETROIT RIVER, ABOUT
 NE1102'5-1/2 MILES EAST-NORTHEAST OF
 NE1102'DOWNTOWN DETROIT AND ABOUT 0.15 MILE EAST-SOUTHEAST OF THE END OF
 NE1102'LENOX STREET.  IT IS THE SHANK OF A
 NE1102'STATION MARK SET IN THE CENTER OF A 10 BY 10 INCH SQUARE CONCRETE
 NE1102'MONUMENT SET FLUSH WITH THE SURFACE OF THE
 NE1102'GROUND.  IT IS 13 FEET NORTH OF A CYCLONE
 NE1102'FENCE, 46 FEET NORTH OF THE NORTH EDGE OF THE DETROIT RIVER
 NE1102'AND 117 FEET EAST OF A 48 INCH
 NE1102'CONCRETE PILLAR THAT WAS ORIGIANILLY A RADAR PEDESTAL.
 NE1102'
 NE1102'TO REACH FROM THE INTERSECTION OF EAST JEFFERSON AVENUE AND LENOX
 NE1102'STREET, GO EAST-SOUTHEAST ON LENOX
 NE1102'STREET FOR 1.0 MILE TO THE END OF THE STREET AND A LOCKED GATE.  PASS
 NE1102'THROUGH THE GATE AND GO
 NE1102'SOUTHEAST AND EAST ALONG THE NORTH BANK OF THE DETROIT RIVER FOR
 NE1102'0.15 MILE TO THE STATION.
 NE1102'
 NE1102'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE CYCLONE FENCE AND 35 FEET
 NE1102'NORTH OF THE NORTH EDGE OF THE
 NE1102'RIVER.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED D 23
 NE1102'NO 1 1957.
 NE1102'
 NE1102'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE CYCLONE FENCE, 33 FEET NORTH
 NE1102'OF THE NORTH EDGE OF THE RIVER AND
 NE1102'44 FEET EAST OF THE CONCRETE PEDESTAL.  THE MONUMENT IS FLUSH AND THE
 NE1102'DISK IS STAMPED D 23 NO 2 1957.
 NE1102'
 NE1102'HEIGHT OF LIGHT ABOVE STATION MARK 28.8 METERS.
 NE1102
 NE1102                          STATION RECOVERY (1993)
 NE1102
 NE1102'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE1102'MARK NOT FOUND.
 NE1102
 NE1102                          STATION RECOVERY (1999)
 NE1102
 NE1102'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0867 ***********************************************************************
 MC0867  DESIGNATION -  D 234
 MC0867  PID         -  MC0867
 MC0867  STATE/COUNTY-  MI/MONROE
 MC0867  USGS QUAD   -  STONY POINT (1978)
 MC0867
 MC0867                         *CURRENT SURVEY CONTROL
 MC0867  ___________________________________________________________________
 MC0867* NAD 83(1986)-  41 56 27.     (N)    083 19 17.     (W)     SCALED    
 MC0867* NAVD 88     -       178.089  (meters)     584.28   (feet)  ADJUSTED  
 MC0867  ___________________________________________________________________
 MC0867  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0867  DYNAMIC HT  -         178.026 (meters)     584.07  (feet)  COMP
 MC0867  MODELED GRAV-     980,263.5   (mgal)                       NAVD 88
 MC0867
 MC0867  VERT ORDER  -  FIRST     CLASS II
 MC0867
 MC0867.The horizontal coordinates were scaled from a topographic map and have
 MC0867.an estimated accuracy of +/- 6 seconds.
 MC0867
 MC0867.The orthometric height was determined by differential leveling
 MC0867.and adjusted by the National Geodetic Survey in June 1991..
 MC0867
 MC0867.The geoid height was determined by GEOID03.
 MC0867
 MC0867.The dynamic height is computed by dividing the NAVD 88
 MC0867.geopotential number by the normal gravity value computed on the
 MC0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0867.degrees latitude (g = 980.6199 gals.).
 MC0867
 MC0867.The modeled gravity was interpolated from observed gravity values.
 MC0867
 MC0867;                    North         East    Units  Estimated Accuracy
 MC0867;SPC MI S     -    49,510.    4,086,680.      MT  (+/- 180 meters Scaled)
 MC0867
 MC0867                          SUPERSEDED SURVEY CONTROL
 MC0867
 MC0867  NGVD 29 (??/??/92)  178.258  (m)          584.83   (f) ADJ UNCH    1 2
 MC0867
 MC0867.Superseded values are not recommended for survey control.
 MC0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0867.See file dsdata.txt to determine how the superseded data were derived.
 MC0867
 MC0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG075458(NAD 83)
 MC0867_MARKER: I = METAL ROD
 MC0867_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 MC0867+WITH SETTING: INFORMATION.
 MC0867_SP_SET: SHALLOW SET METAL ROD
 MC0867_STAMPING: D 234 1980
 MC0867_PROJECTION: RECESSED 8 CENTIMETERS
 MC0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0867_ROD/PIPE-DEPTH: 2.7  meters
 MC0867
 MC0867  HISTORY     - Date     Condition        Report By
 MC0867  HISTORY     - 1980     MONUMENTED       NGS
 MC0867
 MC0867                          STATION DESCRIPTION
 MC0867
 MC0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0867'5.5 KM NE FROM MONROE.
 MC0867'5.5 KILOMETERS (3.4 MILES) NORTHEAST ALONG DIXIE HIGHWAY FROM THE
 MC0867'OVERPASS OD INTERSTATE 75 IN MONROE, IN THE SMALL COMMUNITY OF
 MC0867'WOODLAND BEACH, AT THE C AND J FISH MARKET, AT THE JUNCTION OF
 MC0867'ELMWOOD STREET. 11.9 METERS (39 FEET) SOUTHEAST OF THE CENTER LINE
 MC0867'OF THE HIGHWAY, 11.0 METERS (36 FEET) NORTHEAST OF THE CENTER OF
 MC0867'ELMWOOD STREET, 12.2 METERS (40.2 FEET) WEST OF THE WEST CORNER
 MC0867'OF THE FISH MARKET, 4.1 METERS (13.7 FEET) SOUTHWEST OF THE CENTER
 MC0867'OF A 3-FOOT CONCRETE CASING AROUND A METAL WELL CAP, 2.1 METERS
 MC0867'(7.0 FEET) NORTHEAST OF A POWER POLE WITH GUY WIRE, 2.8 METERS
 MC0867'(9.4 FEET) SOUTHWEST OF THE BASE OF THE GUY WIRE. NOTE, ROD WAS
 MC0867'TRIED TWICE IN THIS AREA AND BOTH TIMES REFUSAL WAS REACHED AT
 MC0867'9 FEET.
 MC0867'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0892 ***********************************************************************
 NE0892  DESIGNATION -  D 235
 NE0892  PID         -  NE0892
 NE0892  STATE/COUNTY-  MI/WAYNE
 NE0892  USGS QUAD   -  GROSSE POINTE (1983)
 NE0892
 NE0892                         *CURRENT SURVEY CONTROL
 NE0892  ___________________________________________________________________
 NE0892* NAD 83(1986)-  42 24 59.     (N)    082 53 00.     (W)     SCALED    
 NE0892* NAVD 88     -       178.459  (meters)     585.49   (feet)  ADJUSTED  
 NE0892  ___________________________________________________________________
 NE0892  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0892  DYNAMIC HT  -         178.407 (meters)     585.32  (feet)  COMP
 NE0892  MODELED GRAV-     980,328.0   (mgal)                       NAVD 88
 NE0892
 NE0892  VERT ORDER  -  FIRST     CLASS II
 NE0892
 NE0892.The horizontal coordinates were scaled from a topographic map and have
 NE0892.an estimated accuracy of +/- 6 seconds.
 NE0892
 NE0892.The orthometric height was determined by differential leveling
 NE0892.and adjusted by the National Geodetic Survey in June 1991..
 NE0892
 NE0892.The geoid height was determined by GEOID03.
 NE0892
 NE0892.The dynamic height is computed by dividing the NAVD 88
 NE0892.geopotential number by the normal gravity value computed on the
 NE0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0892.degrees latitude (g = 980.6199 gals.).
 NE0892
 NE0892.The modeled gravity was interpolated from observed gravity values.
 NE0892
 NE0892;                    North         East    Units  Estimated Accuracy
 NE0892;SPC MI S     -   102,870.    4,122,080.      MT  (+/- 180 meters Scaled)
 NE0892
 NE0892                          SUPERSEDED SURVEY CONTROL
 NE0892
 NE0892  NGVD 29 (??/??/??)  178.612  (m)          586.00   (f) ADJUSTED    1 2
 NE0892
 NE0892.Superseded values are not recommended for survey control.
 NE0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0892.See file dsdata.txt to determine how the superseded data were derived.
 NE0892
 NE0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG450977(NAD 83)
 NE0892_MARKER: I = METAL ROD
 NE0892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0892_SP_SET: STAINLESS STEEL ROD
 NE0892_STAMPING: D 235 1980
 NE0892_MARK LOGO: NGS   
 NE0892_PROJECTION: RECESSED 8 CENTIMETERS
 NE0892_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0892+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0892_ROD/PIPE-DEPTH: 3.0  meters
 NE0892
 NE0892  HISTORY     - Date     Condition        Report By
 NE0892  HISTORY     - 1980     MONUMENTED       NGS
 NE0892  HISTORY     - 19931030 GOOD             LOCENG
 NE0892
 NE0892                          STATION DESCRIPTION
 NE0892
 NE0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0892'IN GROSSE POINTE SHORES.
 NE0892'IN GROSSE POINTE SHORES, AT THE JUNCTION OF LAKE SHORE DRIVE AND
 NE0892'WOODLAND SHORE ROAD, NEAR THE END OF A SMALL CONCRETE WALL, AT HOUSE
 NE0892'NUMBER 501, 11.3 METERS (37 FEET) WEST-NORTHWEST OF THE CENTER LINE
 NE0892'OF SOUTH BOUND LANE OF LAKE SHORE DRIVE, 5.5 METERS (180 FEET) NORTH-
 NE0892'NORTHEAST OF THE NORTH-NORTHEAST CURB OF WOODLAND SHORE ROAD, 0.55
 NE0892'METERS (1.8 FEET) EAST OF THE SOUTH CORNER OF THE SOUTHWEST END OF THE
 NE0892'CONCRETE WALL, AND 6.7 METERS (22 FEET) OF A FIRE HYDRANT.
 NE0892'THE MARK IS 0.3 M BELOW ROAD.
 NE0892
 NE0892                          STATION RECOVERY (1993)
 NE0892
 NE0892'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE0892'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0914 ***********************************************************************
 NE0914  DESIGNATION -  D 236
 NE0914  PID         -  NE0914
 NE0914  STATE/COUNTY-  MI/MACOMB
 NE0914  USGS QUAD   -  NEW HAVEN (1983)
 NE0914
 NE0914                         *CURRENT SURVEY CONTROL
 NE0914  ___________________________________________________________________
 NE0914* NAD 83(1986)-  42 40 01.     (N)    082 45 38.     (W)     SCALED    
 NE0914* NAVD 88     -       178.600  (meters)     585.96   (feet)  ADJUSTED  
 NE0914  ___________________________________________________________________
 NE0914  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0914  DYNAMIC HT  -         178.550 (meters)     585.79  (feet)  COMP
 NE0914  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NE0914
 NE0914  VERT ORDER  -  FIRST     CLASS II
 NE0914
 NE0914.The horizontal coordinates were scaled from a topographic map and have
 NE0914.an estimated accuracy of +/- 6 seconds.
 NE0914
 NE0914.The orthometric height was determined by differential leveling
 NE0914.and adjusted by the National Geodetic Survey in June 1991..
 NE0914
 NE0914.The geoid height was determined by GEOID03.
 NE0914
 NE0914.The dynamic height is computed by dividing the NAVD 88
 NE0914.geopotential number by the normal gravity value computed on the
 NE0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0914.degrees latitude (g = 980.6199 gals.).
 NE0914
 NE0914.The modeled gravity was interpolated from observed gravity values.
 NE0914
 NE0914;                    North         East    Units  Estimated Accuracy
 NE0914;SPC MI S     -   130,880.    4,131,650.      MT  (+/- 180 meters Scaled)
 NE0914
 NE0914                          SUPERSEDED SURVEY CONTROL
 NE0914
 NE0914  NGVD 29 (??/??/??)  178.724  (m)          586.36   (f) ADJUSTED    1 2
 NE0914
 NE0914.Superseded values are not recommended for survey control.
 NE0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0914.See file dsdata.txt to determine how the superseded data were derived.
 NE0914
 NE0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH557253(NAD 83)
 NE0914_MARKER: I = METAL ROD
 NE0914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0914_SP_SET: STAINLESS STEEL ROD
 NE0914_STAMPING: D 236 1980
 NE0914_MARK LOGO: NGS   
 NE0914_PROJECTION: RECESSED 10 CENTIMETERS
 NE0914_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0914+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 NE0914_ROD/PIPE-DEPTH: 15.2 meters
 NE0914
 NE0914  HISTORY     - Date     Condition        Report By
 NE0914  HISTORY     - 1980     MONUMENTED       NGS
 NE0914  HISTORY     - 19940515 GOOD             LOCENG
 NE0914  HISTORY     - 19950521 GOOD             USPSQD
 NE0914  HISTORY     - 20010331 GOOD             NGS
 NE0914  HISTORY     - 20030802 GOOD             USPSQD
 NE0914  HISTORY     - 20060707 GOOD             SPALD
 NE0914
 NE0914                          STATION DESCRIPTION
 NE0914
 NE0914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0914'1.5 KM NE FROM POINT LAKEVIEW.
 NE0914'1.5 KILOMETERS (0.95 MILE) NORTHEAST ALONG JEFFERSON AVENUE FROM
 NE0914'THE EAST END OF THE JEFFERSON AVENUE BRIDGE OVER THE SALT RIVER
 NE0914'IN POINT LAKEVIEW, SET SOUTHWEST OF THE SOUTHWEST EXIT GATE POST
 NE0914'OF BRANDENBURG MEMORIAL PARK BETWEEN POWER POLE DE 72-440GC AND
 NE0914'A 6-FOOT CHAIN LINK FENCE FOR THE PARK, 1.6  KILOMETER (1.0 MILE)
 NE0914'SOUTHWEST OF THE JUNCTION OF 23 MILE ROAD IN NEW BALTIMORE, 18.72
 NE0914'METERS (61.4 FEET) SOUTHEAST OF THE CENTER LINE OF JEFFERSON AVENUE,
 NE0914'9.32 METERS (30.6 FEET) SOUTH OF A FIRE HYDRANT, 5.0 METERS (16.4
 NE0914'FEET) SOUTHWEST OF THE SOUTHWEST EXIT GATE POST OF THE PARK, 0.61
 NE0914'METER (2.0 FEET) SOUTHEAST OF POWER POLE DE72-440GC WITH TRANSFORMER,
 NE0914'0.3 METER (1.0 FOOT) NORTHWEST OF THE CHAIN LINK FENCT.
 NE0914'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 NE0914'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0914
 NE0914                          STATION RECOVERY (1994)
 NE0914
 NE0914'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0914'RECOVERED AS DESCRIBED.
 NE0914
 NE0914                          STATION RECOVERY (1995)
 NE0914
 NE0914'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0914'RECOVERED IN GOOD CONDITION.
 NE0914
 NE0914                          STATION RECOVERY (2001)
 NE0914
 NE0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0914'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0914
 NE0914                          STATION RECOVERY (2003)
 NE0914
 NE0914'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE0914'RECOVERED IN GOOD CONDITION.
 NE0914
 NE0914                          STATION RECOVERY (2006)
 NE0914
 NE0914'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0914'STATE PLANE COORDINATES (MDOT CORS)
 NE0914'N 429050.48
 NE0914'E 13555031.15
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0628 ***********************************************************************
 OJ0628  DESIGNATION -  D 237
 OJ0628  PID         -  OJ0628
 OJ0628  STATE/COUNTY-  MI/SANILAC
 OJ0628  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0628
 OJ0628                         *CURRENT SURVEY CONTROL
 OJ0628  ___________________________________________________________________
 OJ0628* NAD 83(1986)-  43 34 20.     (N)    082 35 36.     (W)     SCALED    
 OJ0628* NAVD 88     -       184.347  (meters)     604.81   (feet)  ADJUSTED  
 OJ0628  ___________________________________________________________________
 OJ0628  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OJ0628  DYNAMIC HT  -         184.311 (meters)     604.69  (feet)  COMP
 OJ0628  MODELED GRAV-     980,422.8   (mgal)                       NAVD 88
 OJ0628
 OJ0628  VERT ORDER  -  FIRST     CLASS II
 OJ0628
 OJ0628.The horizontal coordinates were scaled from a topographic map and have
 OJ0628.an estimated accuracy of +/- 6 seconds.
 OJ0628
 OJ0628.The orthometric height was determined by differential leveling
 OJ0628.and adjusted by the National Geodetic Survey in June 1991..
 OJ0628
 OJ0628.The geoid height was determined by GEOID03.
 OJ0628
 OJ0628.The dynamic height is computed by dividing the NAVD 88
 OJ0628.geopotential number by the normal gravity value computed on the
 OJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0628.degrees latitude (g = 980.6199 gals.).
 OJ0628
 OJ0628.The modeled gravity was interpolated from observed gravity values.
 OJ0628
 OJ0628;                    North         East    Units  Estimated Accuracy
 OJ0628;SPC MI S     -   231,690.    4,143,240.      MT  (+/- 180 meters Scaled)
 OJ0628
 OJ0628                          SUPERSEDED SURVEY CONTROL
 OJ0628
 OJ0628  NGVD 29 (??/??/??)  184.461  (m)          605.19   (f) ADJUSTED    1 2
 OJ0628
 OJ0628.Superseded values are not recommended for survey control.
 OJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0628.See file dsdata.txt to determine how the superseded data were derived.
 OJ0628
 OJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ713255(NAD 83)
 OJ0628_MARKER: I = METAL ROD
 OJ0628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ0628_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ0628_STAMPING: D 237 1980
 OJ0628_PROJECTION: RECESSED 10 CENTIMETERS
 OJ0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0628+STABILITY: POSITION/ELEVATION WELL
 OJ0628_ROD/PIPE-DEPTH: 7.3  meters
 OJ0628_SLEEVE-DEPTH  : 6.1 meters
 OJ0628
 OJ0628  HISTORY     - Date     Condition        Report By
 OJ0628  HISTORY     - 1980     MONUMENTED       NGS
 OJ0628  HISTORY     - 19940717 GOOD             USPSQD
 OJ0628
 OJ0628                          STATION DESCRIPTION
 OJ0628
 OJ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0628'IN RICHMONDVILLE.
 OJ0628'IN RICHMONDVILLE, 0.16 KILOMETER (0.1 MILE) SOUTH ALONG STATE
 OJ0628'HIGHWAY 25 FROM THE T-JUNCTION OF RICHMONDVILLE ROAD, 0.16 KILOMETER
 OJ0628'(0.1 MILE) WEST OF A HOUSE AT RT 2 BOX 229, AT THE SOUTH END OF
 OJ0628'A CHAIN LINK FENCE, 48.2 METERS (156.0 FEET) EAST OF THE
 OJ0628'CENTER LINE OF THE HIGHWAY, 16.75 METERS (55.0 FEET) SOUTH OF THE
 OJ0628'CENTER OF THE DRIVE, 9.0 METERS (29.5 FEET) WEST OF THE CENTER OF
 OJ0628'A LARGE WILLOW TREE, 1.72 METERS (5.7 FEET) WEST OF THE WEST FACE
 OJ0628'OF THE BRICK CORNER PILLAR AT THE SOUTH END OF THE FENCE.
 OJ0628'THE MARK IS 2.0 M BELOW HIGHWAY.
 OJ0628
 OJ0628                          STATION RECOVERY (1994)
 OJ0628
 OJ0628'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0959 ***********************************************************************
 NE0959  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0959  DESIGNATION -  D 238
 NE0959  PID         -  NE0959
 NE0959  STATE/COUNTY-  MI/ST CLAIR
 NE0959  USGS QUAD   -  PORT HURON (1991)
 NE0959
 NE0959                         *CURRENT SURVEY CONTROL
 NE0959  ___________________________________________________________________
 NE0959* NAD 83(1986)-  42 59 56.     (N)    082 25 34.     (W)     SCALED    
 NE0959* NAVD 88     -       179.598  (meters)     589.23   (feet)  ADJUSTED  
 NE0959  ___________________________________________________________________
 NE0959  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0959  DYNAMIC HT  -         179.554 (meters)     589.09  (feet)  COMP
 NE0959  MODELED GRAV-     980,371.1   (mgal)                       NAVD 88
 NE0959
 NE0959  VERT ORDER  -  FIRST     CLASS II
 NE0959
 NE0959.The horizontal coordinates were scaled from a topographic map and have
 NE0959.an estimated accuracy of +/- 6 seconds.
 NE0959
 NE0959.The orthometric height was determined by differential leveling
 NE0959.and adjusted by the National Geodetic Survey in October 1997..
 NE0959
 NE0959.This Tidal Bench Mark is designated as VM 13013
 NE0959.by the Center for Operational Oceanographic Products and Services.
 NE0959
 NE0959.The geoid height was determined by GEOID03.
 NE0959
 NE0959.The dynamic height is computed by dividing the NAVD 88
 NE0959.geopotential number by the normal gravity value computed on the
 NE0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0959.degrees latitude (g = 980.6199 gals.).
 NE0959
 NE0959.The modeled gravity was interpolated from observed gravity values.
 NE0959
 NE0959;                    North         East    Units  Estimated Accuracy
 NE0959;SPC MI S     -   168,320.    4,158,210.      MT  (+/- 180 meters Scaled)
 NE0959
 NE0959                          SUPERSEDED SURVEY CONTROL
 NE0959
 NE0959  NAVD 88 (06/15/91)  179.604  (m)          589.25   (f) UNKNOWN     1 2
 NE0959  NGVD 29 (??/??/??)  179.719  (m)          589.63   (f) ADJUSTED    1 2
 NE0959
 NE0959.Superseded values are not recommended for survey control.
 NE0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0959.See file dsdata.txt to determine how the superseded data were derived.
 NE0959
 NE0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH837616(NAD 83)
 NE0959_MARKER: DV = VERTICAL CONTROL DISK
 NE0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0959_SP_SET: MOORING POST
 NE0959_STAMPING: D 238 1980
 NE0959_MARK LOGO: NGS   
 NE0959_PROJECTION: FLUSH
 NE0959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0959+STABILITY: SURFACE MOTION
 NE0959
 NE0959  HISTORY     - Date     Condition        Report By
 NE0959  HISTORY     - 1980     MONUMENTED       NGS
 NE0959  HISTORY     - 19940514 POOR             USPSQD
 NE0959  HISTORY     - 19941021 GOOD             NOS
 NE0959  HISTORY     - 19951101 GOOD             NOS
 NE0959  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0959  HISTORY     - 19990703 GOOD             USPSQD
 NE0959  HISTORY     - 20020505 GOOD             USPSQD
 NE0959
 NE0959                          STATION DESCRIPTION
 NE0959
 NE0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0959'IN PORT HURON.
 NE0959'IN PORT HURON, AT THE WEST END OF STATE STREET AND ON THE BANK OF THE
 NE0959'ST CLAIR RIVER UNDER THE BLUE WATER BRIDGE, SET IN TOP AND IN THE
 NE0959'CENTER OF A 2 1/2 FOOT CYLINDRICAL CONCRETE MOURRING POST
 NE0959'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL 6 X 6 FOOT CONCRETE BLOCK
 NE0959'WHICH IS ON THE PROPERTY OF THE U.S. COAST GUARD, 8.54 METERS
 NE0959'(28.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH MASSIVE
 NE0959'PIER OF THE BLUE WATER BRIDGE, 6.8 METERS (20.6 FEET) WEST OF THE
 NE0959'WEST RAIL OF THE PORT HURON AND DETROIT RAILROAD. 2.56 METERS
 NE0959'(8.4 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK
 NE0959'PUMP HOUSE.
 NE0959'THE MARK IS 0.91 M ABOVE GROUND.
 NE0959
 NE0959                          STATION RECOVERY (1994)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0959'MARK RECOVERED IN POOR CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (1994)
 NE0959
 NE0959'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0959'IN PORT HURON, ST CLAIR COUNTY, MICHIGAN, AT THE WEST END OF STATE
 NE0959'STREET AND ON THE BANK OF THE ST CLAIR RIVER UNDER THE BLUE WATER
 NE0959'BRIDGE, SET IN TOP AND IN THE CENTER OF A 2-1/2 FOOT DIAMETER
 NE0959'CYLINDRICAL CONCRETE MOORING POST, NORTHEAST OF THE NORTHEAST CORNER
 NE0959'OF A SMALL 6 X 6-FOOT CONCRETE BLOCK BUILDING ON THE PROPERTY OF THE
 NE0959'U.S.  COAST GUARD, 8.54 METERS (28.02 FT) SOUTHWEST OF THE SOUTHWEST
 NE0959'CORNER OF THE SOUTH MASSIVE PIER SUPPORT OF THE BLUE WATER BRIDGE, 6.8
 NE0959'METERS (22.3 FT) SOUTHEAST OF THE EAST RAIL OF THE PORT HURON AND
 NE0959'DETROIT RAILROAD.  2.56 METERS (8.40 FT) NORTHEAST OF THE NORTHEAST
 NE0959'CORNER OF THE CONCRETE BLOCK PUMP HOUSE, 0.9 METER (3.0 FT) ABOVE THE
 NE0959'GROUND.
 NE0959
 NE0959                          STATION RECOVERY (1995)
 NE0959
 NE0959'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0959'RECOVERED AS DESCRIBED.
 NE0959
 NE0959                          STATION RECOVERY (1997)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0959'MARK NOT FOUND.
 NE0959
 NE0959                          STATION RECOVERY (1999)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0959'RECOVERED IN GOOD CONDITION.
 NE0959
 NE0959                          STATION RECOVERY (2002)
 NE0959
 NE0959'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 NE0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0638 ***********************************************************************
 OJ0638  DESIGNATION -  D 239
 OJ0638  PID         -  OJ0638
 OJ0638  STATE/COUNTY-  MI/HURON
 OJ0638  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0638
 OJ0638                         *CURRENT SURVEY CONTROL
 OJ0638  ___________________________________________________________________
 OJ0638* NAD 83(1986)-  43 46 13.     (N)    082 37 23.     (W)     SCALED    
 OJ0638* NAVD 88     -       184.097  (meters)     603.99   (feet)  ADJUSTED  
 OJ0638  ___________________________________________________________________
 OJ0638  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OJ0638  DYNAMIC HT  -         184.064 (meters)     603.88  (feet)  COMP
 OJ0638  MODELED GRAV-     980,436.2   (mgal)                       NAVD 88
 OJ0638
 OJ0638  VERT ORDER  -  FIRST     CLASS II
 OJ0638
 OJ0638.The horizontal coordinates were scaled from a topographic map and have
 OJ0638.an estimated accuracy of +/- 6 seconds.
 OJ0638
 OJ0638.The orthometric height was determined by differential leveling
 OJ0638.and adjusted by the National Geodetic Survey in June 1991..
 OJ0638
 OJ0638.The geoid height was determined by GEOID03.
 OJ0638
 OJ0638.The dynamic height is computed by dividing the NAVD 88
 OJ0638.geopotential number by the normal gravity value computed on the
 OJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0638.degrees latitude (g = 980.6199 gals.).
 OJ0638
 OJ0638.The modeled gravity was interpolated from observed gravity values.
 OJ0638
 OJ0638;                    North         East    Units  Estimated Accuracy
 OJ0638;SPC MI S     -   253,640.    4,140,380.      MT  (+/- 180 meters Scaled)
 OJ0638
 OJ0638                          SUPERSEDED SURVEY CONTROL
 OJ0638
 OJ0638  NGVD 29 (??/??/??)  184.206  (m)          604.35   (f) ADJUSTED    1 2
 OJ0638
 OJ0638.Superseded values are not recommended for survey control.
 OJ0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0638.See file dsdata.txt to determine how the superseded data were derived.
 OJ0638
 OJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ693476(NAD 83)
 OJ0638_MARKER: I = METAL ROD
 OJ0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0638_SP_SET: STAINLESS STEEL ROD
 OJ0638_STAMPING: D 239 1980
 OJ0638_PROJECTION: FLUSH
 OJ0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0638_ROD/PIPE-DEPTH: 4.6  meters
 OJ0638
 OJ0638  HISTORY     - Date     Condition        Report By
 OJ0638  HISTORY     - 1980     MONUMENTED       NGS
 OJ0638  HISTORY     - 19991211 GOOD             USPSQD
 OJ0638
 OJ0638                          STATION DESCRIPTION
 OJ0638
 OJ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0638'9.0 KM SOUTH FROM HARBOR BEACH.
 OJ0638'9.0 KILOMETERS (5.6 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0638'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET WEST OF THE HIGHWAY
 OJ0638'NEAR THE SOUTHEAST CORNER OF A LARGE CORRUGATED GARAGE OF HOUSE
 OJ0638'NUMBER 2716.47.6 METERS (156.3 FEET) WEST OF THE CENTER LINE OF
 OJ0638'THE HIGHWAY, 17.3 METERS (56.8 FEET) WEST-SOUTHWEST OF UTILITY
 OJ0638'POLE DE5935G6, 0.83 (2.7 FEET) SOUTHEAST OF THE SOUTHEAST CORNER
 OJ0638'OF THE GARAGE.NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD
 OJ0638'REFUSAL AT 4.6 METERS.
 OJ0638'THE MARK IS 0.1 M BELOW GROUND.
 OJ0638
 OJ0638                          STATION RECOVERY (1999)
 OJ0638
 OJ0638'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0063 ***********************************************************************
 NG0063  DESIGNATION -  D 24
 NG0063  PID         -  NG0063
 NG0063  STATE/COUNTY-  MI/BERRIEN
 NG0063  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0063
 NG0063                         *CURRENT SURVEY CONTROL
 NG0063  ___________________________________________________________________
 NG0063* NAD 83(1986)-  42 07 30.     (N)    086 26 52.     (W)     SCALED    
 NG0063* NAVD 88     -       181.721  (meters)     596.20   (feet)  ADJUSTED  
 NG0063  ___________________________________________________________________
 NG0063  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NG0063  DYNAMIC HT  -         181.660 (meters)     596.00  (feet)  COMP
 NG0063  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NG0063
 NG0063  VERT ORDER  -  FIRST     CLASS II
 NG0063
 NG0063.The horizontal coordinates were scaled from a topographic map and have
 NG0063.an estimated accuracy of +/- 6 seconds.
 NG0063
 NG0063.The orthometric height was determined by differential leveling
 NG0063.and adjusted by the National Geodetic Survey in June 1991..
 NG0063.WARNING-Repeat measurements at this control monument indicate possible
 NG0063.vertical movement.
 NG0063
 NG0063.The geoid height was determined by GEOID03.
 NG0063
 NG0063.The dynamic height is computed by dividing the NAVD 88
 NG0063.geopotential number by the normal gravity value computed on the
 NG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0063.degrees latitude (g = 980.6199 gals.).
 NG0063
 NG0063.The modeled gravity was interpolated from observed gravity values.
 NG0063
 NG0063;                    North         East    Units  Estimated Accuracy
 NG0063;SPC MI S     -    71,550.    3,827,940.      MT  (+/- 180 meters Scaled)
 NG0063
 NG0063                          SUPERSEDED SURVEY CONTROL
 NG0063
 NG0063  NGVD 29 (01/19/93)  181.875  (m)          596.70   (f) ADJUSTED    1 2
 NG0063
 NG0063.Superseded values are not recommended for survey control.
 NG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0063.See file dsdata.txt to determine how the superseded data were derived.
 NG0063
 NG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM456638(NAD 83)
 NG0063_MARKER: DB = BENCH MARK DISK
 NG0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NG0063_SP_SET: BRIDGE GUARD RAIL
 NG0063_STAMPING: D 24 1930 596.662
 NG0063_MARK LOGO: CGS   
 NG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0063+STABILITY: SURFACE MOTION
 NG0063
 NG0063  HISTORY     - Date     Condition        Report By
 NG0063  HISTORY     - 1930     MONUMENTED       CGS
 NG0063  HISTORY     - 1934     GOOD             NGS
 NG0063  HISTORY     - 1964     GOOD             NGS
 NG0063  HISTORY     - 1985     GOOD             NGS
 NG0063
 NG0063                          STATION DESCRIPTION
 NG0063
 NG0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0063'IN BENTON HARBOR.
 NG0063'AT THE NORTHEAST EDGE OF BENTON HARBOR, BERRIEN COUNTY, 1/2
 NG0063'MILE EAST OF THE PERE MARQUETTE RAILWAY STATION, ACROSS THE
 NG0063'TRACK FROM THE MAMER CO. BRICK BUILDING, AT THE CONCRETE HIGHWAY
 NG0063'BRIDGE OVER PAW PAW RIVER, IN THE TOP OF THE SOUTH END OF THE
 NG0063'EAST BANISTER, AND 43 FEET NORTHWEST OF THE NORTHWEST RAIL.
 NG0063'A STANDARD DISK, STAMPED 596.662 D 24 1930.
 NG0063
 NG0063                          STATION RECOVERY (1964)
 NG0063
 NG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 NG0063'RECOVERED IN GOOD CONDITION.
 NG0063
 NG0063                          STATION RECOVERY (1985)
 NG0063
 NG0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0063'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BENTON
 NG0063'HARBOR, AT THE INTERSECTION OF STATE HIGHWAY 139 (PAW PAW ROAD) AND
 NG0063'THE PAW PAW RIVER, IN TOP OF THE SOUTH END OF THE EAST CONCRETE GUARD
 NG0063'RAIL OF THE HIGHWAY BRIDGE SPANNING THE RIVER, 6.9 M (22.6 FT) EAST OF
 NG0063'THE CENTER OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END
 NG0063'OF THE GUARD RAIL.
 NG0063'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0013 ***********************************************************************
 NG0013  DESIGNATION -  D 25
 NG0013  PID         -  NG0013
 NG0013  STATE/COUNTY-  MI/OTTAWA
 NG0013  USGS QUAD   -  HOLLAND EAST (1980)
 NG0013
 NG0013                         *CURRENT SURVEY CONTROL
 NG0013  ___________________________________________________________________
 NG0013* NAD 83(1986)-  42 47 26.     (N)    086 05 48.     (W)     SCALED    
 NG0013* NAVD 88     -       187.221  (meters)     614.24   (feet)  ADJUSTED  
 NG0013  ___________________________________________________________________
 NG0013  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0013  DYNAMIC HT  -         187.175 (meters)     614.09  (feet)  COMP
 NG0013  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 NG0013
 NG0013  VERT ORDER  -  FIRST     CLASS II
 NG0013
 NG0013.The horizontal coordinates were scaled from a topographic map and have
 NG0013.an estimated accuracy of +/- 6 seconds.
 NG0013
 NG0013.The orthometric height was determined by differential leveling
 NG0013.and adjusted by the National Geodetic Survey in June 1991..
 NG0013
 NG0013.The geoid height was determined by GEOID03.
 NG0013
 NG0013.The dynamic height is computed by dividing the NAVD 88
 NG0013.geopotential number by the normal gravity value computed on the
 NG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0013.degrees latitude (g = 980.6199 gals.).
 NG0013
 NG0013.The modeled gravity was interpolated from observed gravity values.
 NG0013
 NG0013;                    North         East    Units  Estimated Accuracy
 NG0013;SPC MI S     -   144,810.    3,858,480.      MT  (+/- 180 meters Scaled)
 NG0013
 NG0013                          SUPERSEDED SURVEY CONTROL
 NG0013
 NG0013  NGVD 29 (??/??/92)  187.372  (m)          614.74   (f) ADJ UNCH    1 2
 NG0013
 NG0013.Superseded values are not recommended for survey control.
 NG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0013.See file dsdata.txt to determine how the superseded data were derived.
 NG0013
 NG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN738379(NAD 83)
 NG0013_MARKER: DB = BENCH MARK DISK
 NG0013_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NG0013_STAMPING: 614.736 D 25 1930
 NG0013_MARK LOGO: CGS   
 NG0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0013+STABILITY: POSITION/ELEVATION WELL
 NG0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0013+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 NG0013
 NG0013  HISTORY     - Date     Condition        Report By
 NG0013  HISTORY     - 1930     MONUMENTED       CGS
 NG0013  HISTORY     - 1944     GOOD             NGS
 NG0013  HISTORY     - 1983     GOOD             USPSQD
 NG0013  HISTORY     - 1984     GOOD             NGS
 NG0013  HISTORY     - 1987     GOOD             USPSQD
 NG0013  HISTORY     - 1988     GOOD             USPSQD
 NG0013  HISTORY     - 20040429 GOOD             INDIV
 NG0013
 NG0013                          STATION DESCRIPTION
 NG0013
 NG0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NG0013'IN HOLLAND.
 NG0013'AT HOLLAND, OTTAWA COUNTY, AT THE SOUTHEAST CORNER OF THE PERE
 NG0013'MARQUETTE RAILWAY STATION, IN THE WALL FACING THE TRACK, AND
 NG0013'3.6 FEET HIGHER THAN THE BRICK PLATFORM.  A STANDARD DISK, STAMPED
 NG0013'614.736 D 25 1930 AND SET VERTICALLY.
 NG0013
 NG0013                          STATION RECOVERY (1983)
 NG0013
 NG0013'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0013'RAILWAY STATION IS IN A POOR STATE OF REPAIR AND HAS BEEN CLOSED FOR
 NG0013'SEVERAL YEARS. STATION MAY BE TORN DOWN IN THE FUTURE.
 NG0013
 NG0013                          STATION RECOVERY (1984)
 NG0013
 NG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0013'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HOLLAND,
 NG0013'LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF LINCOLN AVENUE
 NG0013'AND 8TH STREET, SET VERTICALLY IN THE SOUTHEAST FACE AT THE SOUTH
 NG0013'CORNER OF THE ABANDONED PERE MARQUETTE RAILWAY STATION, 76.20 METERS
 NG0013'(250.0 FT) EAST OF THE APPROXIMATE CENTER OF LINCOLN AVENUE,
 NG0013'60.96 METERS (200.0 FT) SOUTH OF THE APPROXIMATE CENTER OF 8TH STREET,
 NG0013'8.41 METERS (27.6 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE NEAREST
 NG0013'ONE OF TWO TRACKS, AND 0.3 METER (1.0 FT) NORTHEAST OF THE SOUTH
 NG0013'CORNER OF THE RAILWAY BUILDING.  NOTE, THIS BUILDING MAY BE AQUIRED BY
 NG0013'THE CITY OF HOLLAND, OFFICIALS OF THE CHESAPEAKE AND OHIO RAILROAD AND
 NG0013'THE HOLLAND CITY PLANNING OFFICES WERE CONTACTED 9-19-84 AND 9-20-84.
 NG0013'THE MARK IS 1.06 M ABOVE TRACKS.
 NG0013
 NG0013                          STATION RECOVERY (1987)
 NG0013
 NG0013'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0013'RECOVERED IN GOOD CONDITION.
 NG0013
 NG0013                          STATION RECOVERY (1988)
 NG0013
 NG0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0013'RECOVERED IN GOOD CONDITION.
 NG0013
 NG0013                          STATION RECOVERY (2004)
 NG0013
 NG0013'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0013'THE BUILDING HAS A 6FT OVERHANG ABOVE THE PT.
 NG0013'THE BUILDING HAS BEEN RENOVATED IN THE PAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0003 ***********************************************************************
 OL0003  DESIGNATION -  D 26
 OL0003  PID         -  OL0003
 OL0003  STATE/COUNTY-  MI/OCEANA
 OL0003  USGS QUAD   -  
 OL0003
 OL0003                         *CURRENT SURVEY CONTROL
 OL0003  ___________________________________________________________________
 OL0003* NAD 83(1986)-  43 37 57.     (N)    086 23 19.     (W)     SCALED    
 OL0003* NAVD 88     -       234.262  (meters)     768.57   (feet)  ADJUSTED  
 OL0003  ___________________________________________________________________
 OL0003  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OL0003  DYNAMIC HT  -         234.216 (meters)     768.42  (feet)  COMP
 OL0003  MODELED GRAV-     980,416.8   (mgal)                       NAVD 88
 OL0003
 OL0003  VERT ORDER  -  FIRST     CLASS II
 OL0003
 OL0003.The horizontal coordinates were scaled from a topographic map and have
 OL0003.an estimated accuracy of +/- 6 seconds.
 OL0003
 OL0003.The orthometric height was determined by differential leveling
 OL0003.and adjusted by the National Geodetic Survey in June 1991..
 OL0003
 OL0003.The geoid height was determined by GEOID03.
 OL0003
 OL0003.The dynamic height is computed by dividing the NAVD 88
 OL0003.geopotential number by the normal gravity value computed on the
 OL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0003.degrees latitude (g = 980.6199 gals.).
 OL0003
 OL0003.The modeled gravity was interpolated from observed gravity values.
 OL0003
 OL0003;                    North         East    Units  Estimated Accuracy
 OL0003;SPC MI S     -   238,840.    3,836,850.      MT  (+/- 180 meters Scaled)
 OL0003
 OL0003                          SUPERSEDED SURVEY CONTROL
 OL0003
 OL0003  NGVD 29 (??/??/92)  234.359  (m)          768.89   (f) ADJ UNCH    1 2
 OL0003
 OL0003.Superseded values are not recommended for survey control.
 OL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0003.See file dsdata.txt to determine how the superseded data were derived.
 OL0003
 OL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP493312(NAD 83)
 OL0003_MARKER: DB = BENCH MARK DISK
 OL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0003_STAMPING: 768.893 D 26 1930
 OL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0003+STABILITY: SURFACE MOTION
 OL0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0003+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0003
 OL0003  HISTORY     - Date     Condition        Report By
 OL0003  HISTORY     - 1930     MONUMENTED       CGS
 OL0003  HISTORY     - 1934     GOOD             NGS
 OL0003  HISTORY     - 1979     GOOD             USGS
 OL0003  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0003  HISTORY     - 19940820 GOOD             USPSQD
 OL0003  HISTORY     - 20010928 GOOD             USPSQD
 OL0003  HISTORY     - 20041009 GOOD             USPSQD
 OL0003
 OL0003                          STATION DESCRIPTION
 OL0003
 OL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0003'1.9 MI NW FROM SHELBY.
 OL0003'1.9 MILES NORTHWEST ALONG THE RAILWAY FROM SHELBY, OCEANA
 OL0003'COUNTY, 19-1/2 RAILS NORTHWEST OF THE CENTER OF AN EAST-AND-WEST
 OL0003'ROAD CROSSING, 100 YARDS NORTH OF A WHITE FARMHOUSE OWNED BY
 OL0003'CHAS. A. JOHNSON AND OCCUPIED BY EMIL JOHNSON, 44 FEET NORTHEAST
 OL0003'OF THE NORTHEAST RAIL, AND 3.5 FEET SOUTHWEST OF THE NORTHEAST
 OL0003'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 768.893 D 26 1930
 OL0003'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES
 OL0003'ABOVE GROUND.
 OL0003
 OL0003                          STATION RECOVERY (1979)
 OL0003
 OL0003'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0003'3.06 KM (1.9 MI) N.W. ALONG CHESAPEAKE AND OHIO R.R. FROM SHELBY,
 OL0003'OCEANA COUNTY. T-14-N, R-17-W, ABOUT 152 M (500 FT) N.N.W. OF 1/4
 OL0003'CORNER COMMON TO SECTIONS 6 AND 7. 533 M (1750 FT) S.E. ALONG TRACK
 OL0003'FROM X-ING OF US HWY 31, 184 M (603.5 FT) N.W. ALONG CL. OF TRACK
 OL0003'FROM X-ING OF BUCHANAN RD., 13.5 M (44.3 FT) N.E. AND NORMAL TO E.
 OL0003'RAIL., 10.7 M (35 FT) S.W. AND NORMAL TO SAND RD., 91.5 M (300 FT) N.
 OL0003'OF A WHITE FARMHOUSE, 0.3 M (1 FT) E. OF A WITNESS SIGN. A STD DISK,
 OL0003'STAMPED 768.893 D 26 1930 AND SET IN THE TOP OF A CONCRETE POST
 OL0003'PROJECTING ABOUT 0.2 M (8 IN) ABOVE GROUND.
 OL0003
 OL0003                          STATION RECOVERY (1984)
 OL0003
 OL0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0003'SEARCHED FOR AND NOT RECOVERED THIS DATE, PROBABLY KNOCKED OUT WHEN
 OL0003'RAILROAD TRACKS WERE REMOVED.
 OL0003
 OL0003                          STATION RECOVERY (1994)
 OL0003
 OL0003'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0003'RECOVERED IN GOOD CONDITION.
 OL0003
 OL0003                          STATION RECOVERY (2001)
 OL0003
 OL0003'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0003'RECOVERED IN GOOD CONDITION.
 OL0003
 OL0003                          STATION RECOVERY (2004)
 OL0003
 OL0003'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1109 ***********************************************************************
 NE1109  DESIGNATION -  D 26
 NE1109  PID         -  NE1109
 NE1109  STATE/COUNTY-  MI/WAYNE
 NE1109  USGS QUAD   -  BELLE ISLE (1980)
 NE1109
 NE1109                         *CURRENT SURVEY CONTROL
 NE1109  ___________________________________________________________________
 NE1109* NAD 83(1994)-  42 21 19.82763(N)    082 56 55.44966(W)     ADJUSTED  
 NE1109* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 NE1109  ___________________________________________________________________
 NE1109  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 NE1109  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE1109
 NE1109  HORZ ORDER  -  FIRST
 NE1109
 NE1109.The horizontal coordinates were established by classical geodetic methods
 NE1109.and adjusted by the National Geodetic Survey in February 1997..
 NE1109
 NE1109.The orthometric height was scaled from a topographic map.
 NE1109
 NE1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1109
 NE1109.The geoid height was determined by GEOID03.
 NE1109
 NE1109;                    North         East     Units Scale Factor Converg.
 NE1109;SPC MI S     -    96,011.652 4,116,809.035   MT  0.99994930   +0 57 53.8
 NE1109;SPC MI S     -   314,998.86 13,506,591.32   iFT  0.99994930   +0 57 53.8
 NE1109;UTM  17      - 4,691,088.244   339,508.836   MT  0.99991692   -1 18 47.5
 NE1109
 NE1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1109!SPC MI S     -   0.99997769  x   0.99994930  =   0.99992699
 NE1109!UTM  17      -   0.99997769  x   0.99991692  =   0.99989461
 NE1109
 NE1109|---------------------------------------------------------------------|
 NE1109| PID    Reference Object                     Distance      Geod. Az  |
 NE1109|                                                           dddmmss.s |
 NE1109| CH0940 D 26 RM 1                            27.751 METERS 03445     |
 NE1109| NE1114 TTR 26 1957                          22.774 METERS 10925     |
 NE1109| NE1107 BELLE ISLE WM LIVINGSTON LTHSE      APPROX. 1.0 KM 2055537.6 |
 NE1109| NE1106 D 26 1957 AZ MK                     APPROX. 1.1 KM 2075348.4 |
 NE1109| NE1353 DETROIT RADIO KQA 414 SW MAST       APPROX. 4.7 KM 2443911.9 |
 NE1109| NE1111 DETROIT RADIO KQA 414 NE MAST       APPROX. 4.6 KM 2451650.6 |
 NE1109| CH0941 D 26 RM 2                            26.611 METERS 31015     |
 NE1109|---------------------------------------------------------------------|
 NE1109
 NE1109                          SUPERSEDED SURVEY CONTROL
 NE1109
 NE1109  NAD 83(1986)-  42 21 19.83494(N)    082 56 55.48279(W) AD(       ) 1
 NE1109  NAD 27      -  42 21 19.69740(N)    082 56 55.77870(W) AD(       ) 1
 NE1109
 NE1109.Superseded values are not recommended for survey control.
 NE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1109.See file dsdata.txt to determine how the superseded data were derived.
 NE1109
 NE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3950991088(NAD 83)
 NE1109_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1109
 NE1109  HISTORY     - Date     Condition        Report By
 NE1109  HISTORY     - 1957     MONUMENTED       CGS
 NE1109  HISTORY     - 1979     MARK NOT FOUND   NGS
 NE1109  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 NE1109
 NE1109                          STATION DESCRIPTION
 NE1109
 NE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1109'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 26, IN THE
 NE1109'NORTHEAST SECTION OF DETROIT,
 NE1109'ON THE NORTHWEST EDGE OF THE DETROIT RIVER, ABOUT 0.7 MILE NORTHEAST
 NE1109'OF THE NORTHEAST END OF BELLE
 NE1109'ISLE ISLAND, ON U.S. GOVERNMENT PROPERTY.  IT IS 57.4 FEET
 NE1109'SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE
 NE1109'BLOCK BUILDING, 95.6 FEET EAST OF THE
 NE1109'SOUTHEAST CORNER OF THE MOST SOUTHERLY RADAR VAN, 73 FEET
 NE1109'NORTH OF A WOVEN WIRE FENCE AND
 NE1109'353 FEET WEST OF THE SOUTHEAST CORNER OF A WOVEN WIRE FENCE.  THE
 NE1109'MONUMENT PROJECTS 1 INCH AND THE
 NE1109'DISK IS STAMPED D-26 1957.
 NE1109'
 NE1109'TO REACH THE STATION FROM THE JUNCTION OF JEFFERSON AVENUE AND
 NE1109'WOODWARD AVENUE IN DOWNTOWN
 NE1109'DETROIT, GO EAST AND NORTHEAST ON JEFFERSON AVENUE FOR 2.5 MILES TO
 NE1109'THE BRIDGE ON THE RIGHT THAT GO
 NE1109'TO BELLE ISLE *.  CONTINUE NORTHEAST ON JEFFERSON AVENUE
 NE1109'FOR 2.55 MILES TO AN OVERPASS OVER THE HIGHWAY
 NE1109'BETWEEN TWO LARGE CHRYSLER BUILDINGS.
 NE1109'CONTINUE NORTHEAST ON JEFFERSON AVENUE FOR 0.2 MILE TO CONNERS
 NE1109'STREET.  TURN RIGHT AND GO
 NE1109'SOUTHEAST ON CONNERS STREET FOR 0.7 MILE TO AVONDALE AVENUE.  TURN
 NE1109'RIGHT AND GO SOUTHWEST ON
 NE1109'AVONDALE AVENUE FOR ABOUT 75 FEET TO A SIDE ROAD LEFT.  TURN LEFT AND
 NE1109'GO SOUTH ON THE PAVED STREET FOR
 NE1109'0.3 MILE TO THE ENTRANCE INTO THE NIKE SITE ON THE LEFT.
 NE1109'TURN LEFT AND GO EAST AND SOUTH ON THE GRAVELED
 NE1109'ROAD FOR 0.15 MILE TO THE STATION.
 NE1109'
 NE1109'TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO
 NE1109'SOUTHEAST ON GRAND BOULEVARD
 NE1109'EAST FOR 0.65 MILE TO THE END OF THE BRIDGE.  TURN RIGHT AND GO
 NE1109'SOUTHWEST FOR 0.1 MILE TO CASINO
 NE1109'WAY.  TURN LEFT AND GO SOUTHEASTERLY ON CASINO WAY FOR 0.1 MILE
 NE1109'TO CENTRAL AVENUE.  TURN LEFT AND GO
 NE1109'EASTERLY ON CENTRAL AVENUE FOR 0.8 MILE TO VISTA
 NE1109'AVENUE.  TURN RIGHT AND GO SOUTH ON VISTA AVENUE FOR
 NE1109'0.4 MILE TO THE STRAND.  TURN LEFT
 NE1109'AND GO EASTERLY ON THE STRAND FOR 0.9 MILE TO A GRAVELED SIDE ROAD
 NE1109'RIGHT.  TURN RIGHT AND GO
 NE1109'SOUTHEAST FOR 0.1 MILE TO THE ENTRANCE INTO THE NIKE LAUNCHING SITE
 NE1109'ON THE LEFT.  TURN LEFT AND GO
 NE1109'NORTHEASTERLY FOR 0.4 MILE TO A GATE LEADING TO A LIGHTHOUSE
 NE1109'AND THE MARK ON THE LEFT.
 NE1109'
 NE1109'REFERENCE MARK 1 IS 67 FEET EAST OF THE NORTHEAST CORNER OF A
 NE1109'CONCRETE BLOCK BUILDING
 NE1109'AND 142 FEET NORTH OF A WOVEN WIRE FENCE.  THE MONUMENT IS FLUSH AND
 NE1109'THE DISK IS STAMPED D 26 NO 1 1957.
 NE1109'
 NE1109'REFERENCE MARK 2 IS 0.7 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
 NE1109'SIDEWALK, 17 FEET WEST OF
 NE1109'THE SOUTHWEST CORNER OF THE CONCRETE BLOCK BUILDING
 NE1109'THE MONUMENT IS FLUSH AND THE
 NE1109'DISK IS STAMPED D 26 NO 2 1957.
 NE1109'
 NE1109'THE AZIMUTH MARK IS LOCATED AT THE NIKE LAUNCHING SITE ON BELLE ISLE,
 NE1109'75 FEET WEST OF A GATE LEADING
 NE1109'TO A LIGHTHOUSE, 5.3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET
 NE1109'SOUTH OF A WOVEN WIRE FENCE.  THE
 NE1109'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NE1109'D 26 1957.
 NE1109'
 NE1109'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1109
 NE1109                          STATION RECOVERY (1979)
 NE1109
 NE1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1109'THE STATION MARK AND REFERENCE MARKS ONE AND TWO AS WELL AS THE
 NE1109'AZIMUTH MARK WERE SEARCHED FOR BUT NOT RECOVERED AND ARE BELIEVED
 NE1109'TO HAVE BEEN DESTROYED WHEN THE NIKE SITES WERE CONVERTED INTO
 NE1109'CITY PARKS.
 NE1109
 NE1109                          STATION RECOVERY (1999)
 NE1109
 NE1109'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1106 ***********************************************************************
 NE1106  DESIGNATION -  D 26 1957 AZ MK
 NE1106  PID         -  NE1106
 NE1106  STATE/COUNTY-  MI/WAYNE
 NE1106  USGS QUAD   -  BELLE ISLE (1980)
 NE1106
 NE1106                         *CURRENT SURVEY CONTROL
 NE1106  ___________________________________________________________________
 NE1106* NAD 83(1994)-  42 20 48.88618(N)    082 57 17.53124(W)     ADJUSTED  
 NE1106* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 NE1106  ___________________________________________________________________
 NE1106  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NE1106  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE1106
 NE1106  HORZ ORDER  -  SECOND
 NE1106
 NE1106.The horizontal coordinates were established by classical geodetic methods
 NE1106.and adjusted by the National Geodetic Survey in February 1997..
 NE1106
 NE1106.The orthometric height was scaled from a topographic map.
 NE1106
 NE1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1106
 NE1106.The geoid height was determined by GEOID03.
 NE1106
 NE1106;                    North         East     Units Scale Factor Converg.
 NE1106;SPC MI S     -    95,048.625 4,116,319.790   MT  0.99995069   +0 57 38.8
 NE1106;SPC MI S     -   311,839.32 13,504,986.19   iFT  0.99995069   +0 57 38.8
 NE1106;UTM  17      - 4,690,145.456   338,981.717   MT  0.99991901   -1 19 01.6
 NE1106
 NE1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1106!SPC MI S     -   0.99997753  x   0.99995069  =   0.99992822
 NE1106!UTM  17      -   0.99997753  x   0.99991901  =   0.99989654
 NE1106
 NE1106                          SUPERSEDED SURVEY CONTROL
 NE1106
 NE1106  NAD 83(1986)-  42 20 48.89402(N)    082 57 17.56402(W) AD(       ) 2
 NE1106  NAD 27      -  42 20 48.75240(N)    082 57 17.86210(W) AD(       ) 2
 NE1106
 NE1106.Superseded values are not recommended for survey control.
 NE1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1106.See file dsdata.txt to determine how the superseded data were derived.
 NE1106
 NE1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3898290145(NAD 83)
 NE1106
 NE1106  HISTORY     - Date     Condition        Report By
 NE1106  HISTORY     - 1957     MONUMENTED       CGS
 NE1106  HISTORY     - 19991030 MARK NOT FOUND   USPSQD
 NE1106
 NE1106                          STATION DESCRIPTION
 NE1106
 NE1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1106'SEE STATION D 26
 NE1106
 NE1106                          STATION RECOVERY (1999)
 NE1106
 NE1106'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0034 ***********************************************************************
 PM0034  DESIGNATION -  D 27
 PM0034  PID         -  PM0034
 PM0034  STATE/COUNTY-  MI/MANISTEE
 PM0034  USGS QUAD   -  FREESOIL (1987)
 PM0034
 PM0034                         *CURRENT SURVEY CONTROL
 PM0034  ___________________________________________________________________
 PM0034* NAD 83(1986)-  44 20 30.     (N)    086 09 43.     (W)     SCALED    
 PM0034* NAVD 88     -       220.459  (meters)     723.29   (feet)  ADJUSTED  
 PM0034  ___________________________________________________________________
 PM0034  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 PM0034  DYNAMIC HT  -         220.434 (meters)     723.21  (feet)  COMP
 PM0034  MODELED GRAV-     980,497.6   (mgal)                       NAVD 88
 PM0034
 PM0034  VERT ORDER  -  FIRST     CLASS II
 PM0034
 PM0034.The horizontal coordinates were scaled from a topographic map and have
 PM0034.an estimated accuracy of +/- 6 seconds.
 PM0034
 PM0034.The orthometric height was determined by differential leveling
 PM0034.and adjusted by the National Geodetic Survey in June 1991..
 PM0034.WARNING-Repeat measurements at this control monument indicate possible
 PM0034.vertical movement.
 PM0034
 PM0034.The geoid height was determined by GEOID03.
 PM0034
 PM0034.The dynamic height is computed by dividing the NAVD 88
 PM0034.geopotential number by the normal gravity value computed on the
 PM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0034.degrees latitude (g = 980.6199 gals.).
 PM0034
 PM0034.The modeled gravity was interpolated from observed gravity values.
 PM0034
 PM0034;                    North         East    Units  Estimated Accuracy
 PM0034;SPC MI C     -   115,480.    5,856,850.      MT  (+/- 180 meters Scaled)
 PM0034
 PM0034                          SUPERSEDED SURVEY CONTROL
 PM0034
 PM0034  NGVD 29 (??/??/92)  220.596  (m)          723.74   (f) ADJ UNCH    1 2
 PM0034
 PM0034.Superseded values are not recommended for survey control.
 PM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0034.See file dsdata.txt to determine how the superseded data were derived.
 PM0034
 PM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ668101(NAD 83)
 PM0034_MARKER: DB = BENCH MARK DISK
 PM0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0034_STAMPING: 723.739 D 27 1930
 PM0034_MARK LOGO: CGS   
 PM0034_PROJECTION: FLUSH
 PM0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0034+STABILITY: SURFACE MOTION
 PM0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0034+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 PM0034
 PM0034  HISTORY     - Date     Condition        Report By
 PM0034  HISTORY     - 1930     MONUMENTED       CGS
 PM0034  HISTORY     - 1955     GOOD             NGS
 PM0034  HISTORY     - 1984     GOOD             NGS
 PM0034  HISTORY     - 20031011 GOOD             USPSQD
 PM0034
 PM0034                          STATION DESCRIPTION
 PM0034
 PM0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PM0034'AT NORWALK.
 PM0034'AT NORWALK, MANISTEE COUNTY, 3.3 FEET WEST OF THE NORTHWEST
 PM0034'CORNER OF THE MANISTEE AND NORTHEASTERN RAILROAD STATION, BETWEEN
 PM0034'THE STATION AND A SIDING, AND 20.7 FEET SOUTH OF THE SOUTH
 PM0034'RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 723.739 D 27
 PM0034'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 PM0034'ABOVE GROUND.
 PM0034
 PM0034                          STATION RECOVERY (1984)
 PM0034
 PM0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0034'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.   NOTE, THE
 PM0034'RAILROAD STATION AND TRACKS HAVE BEEN REMOVED, THE BENCH MARK IS ABOUT
 PM0034'60.9 METERS (200.0 FT) EAST OF THE HIGHWAY 31 OVERPASS BRIDGE OVER THE
 PM0034'OLD ABANDON RAILROAD TRACKS, AT THE SITE OF THE ABANDONED AND REMOVED
 PM0034'RAILROAD STATION IN NORWALK, 28.4 METERS (93.0 FT) EAST OF THE
 PM0034'NORTHEAST CORNER OF THE OLD CONCRETE RAILROAD LOADING RAMP, 7.6 METERS
 PM0034'(25.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE OLD RAILROAD BED (NOW
 PM0034'A TRACK ROAD), AND 42.7 METERS (140.0 FT) WEST OF AN OLD ASPHALT ROAD.
 PM0034'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PM0034'THE MARK IS ABOVE LEVEL WITH RAILROAD BED.
 PM0034
 PM0034                          STATION RECOVERY (2003)
 PM0034
 PM0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (RDT)
 PM0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0203 ***********************************************************************
 PL0203  DESIGNATION -  D 28
 PL0203  PID         -  PL0203
 PL0203  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0203  USGS QUAD   -  WALTON (1985)
 PL0203
 PL0203                         *CURRENT SURVEY CONTROL
 PL0203  ___________________________________________________________________
 PL0203* NAD 83(1986)-  44 32 20.     (N)    085 27 21.     (W)     SCALED    
 PL0203* NAVD 88     -       324.152  (meters)    1063.49   (feet)  ADJUSTED  
 PL0203  ___________________________________________________________________
 PL0203  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 PL0203  DYNAMIC HT  -         324.118 (meters)    1063.38  (feet)  COMP
 PL0203  MODELED GRAV-     980,501.5   (mgal)                       NAVD 88
 PL0203
 PL0203  VERT ORDER  -  FIRST     CLASS II
 PL0203
 PL0203.The horizontal coordinates were scaled from a topographic map and have
 PL0203.an estimated accuracy of +/- 6 seconds.
 PL0203
 PL0203.The orthometric height was determined by differential leveling
 PL0203.and adjusted by the National Geodetic Survey in June 1991..
 PL0203
 PL0203.The geoid height was determined by GEOID03.
 PL0203
 PL0203.The dynamic height is computed by dividing the NAVD 88
 PL0203.geopotential number by the normal gravity value computed on the
 PL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0203.degrees latitude (g = 980.6199 gals.).
 PL0203
 PL0203.The modeled gravity was interpolated from observed gravity values.
 PL0203
 PL0203;                    North         East    Units  Estimated Accuracy
 PL0203;SPC MI C     -   136,400.    5,913,450.      MT  (+/- 180 meters Scaled)
 PL0203
 PL0203                          SUPERSEDED SURVEY CONTROL
 PL0203
 PL0203  NGVD 29 (??/??/92)  324.236  (m)         1063.76   (f) ADJ UNCH    1 2
 PL0203
 PL0203.Superseded values are not recommended for survey control.
 PL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0203.See file dsdata.txt to determine how the superseded data were derived.
 PL0203
 PL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ226328(NAD 83)
 PL0203_MARKER: DB = BENCH MARK DISK
 PL0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0203_STAMPING: 1063.764 D 28 1930
 PL0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0203+STABILITY: SURFACE MOTION
 PL0203
 PL0203  HISTORY     - Date     Condition        Report By
 PL0203  HISTORY     - 1930     MONUMENTED       CGS
 PL0203  HISTORY     - 1934     GOOD             NGS
 PL0203  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 PL0203  HISTORY     - 20060410 MARK NOT FOUND   GEOCAC
 PL0203
 PL0203                          STATION DESCRIPTION
 PL0203
 PL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0203'3.2 MI W FROM WALTON JUNCTION.
 PL0203'3.2 MILES WEST ALONG THE PENNSYLVANIA RAILROAD FROM WALTON
 PL0203'JUNCTION, GRAND TRAVERSE COUNTY, 30 RAILS WEST OF MILEPOST WJ 3,
 PL0203'1/8 MILE SOUTH OF THE NW COR. OF SEC. 30, T. 25 N., R. 9 W.,
 PL0203'4 RAILS EAST OF THE CENTER OF A NORTH-AND-SOUTH ROAD CROSSING,
 PL0203'42.5 FEET NORTH OF THE NORTH RAIL, AND AT THE RIGHT-OF-WAY
 PL0203'FENCE.  A STANDARD DISK, STAMPED 1063.764 D 28 1930 AND SET IN
 PL0203'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 PL0203
 PL0203                          STATION RECOVERY (1999)
 PL0203
 PL0203'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0203'MARK NOT FOUND.
 PL0203
 PL0203                          STATION RECOVERY (2006)
 PL0203
 PL0203'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0203'NEARBY LAND OWNER REPORTS THAT AREA WAS BULLDOZED AFTER A FIRE YEARS
 PL0203'AGO.  MARK POSSIBLY LOST AT THAT TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0390 ***********************************************************************
 OJ0390  DESIGNATION -  D 29
 OJ0390  PID         -  OJ0390
 OJ0390  STATE/COUNTY-  MI/ARENAC
 OJ0390  USGS QUAD   -  STANDISH (1973)
 OJ0390
 OJ0390                         *CURRENT SURVEY CONTROL
 OJ0390  ___________________________________________________________________
 OJ0390* NAD 83(1986)-  43 59 00.     (N)    083 57 38.     (W)     SCALED    
 OJ0390* NAVD 88     -       192.178  (meters)     630.50   (feet)  ADJUSTED  
 OJ0390  ___________________________________________________________________
 OJ0390  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 OJ0390  DYNAMIC HT  -         192.145 (meters)     630.40  (feet)  COMP
 OJ0390  MODELED GRAV-     980,443.6   (mgal)                       NAVD 88
 OJ0390  OBS GRAVITY -     980,443.7   (mgal)                       GRAV_OBS
 OJ0390
 OJ0390  VERT ORDER  -  FIRST     CLASS II
 OJ0390
 OJ0390.The horizontal coordinates were scaled from a topographic map and have
 OJ0390.an estimated accuracy of +/- 6 seconds.
 OJ0390
 OJ0390.The orthometric height was determined by differential leveling
 OJ0390.and adjusted by the National Geodetic Survey in June 1991..
 OJ0390
 OJ0390.The geoid height was determined by GEOID03.
 OJ0390
 OJ0390.The dynamic height is computed by dividing the NAVD 88
 OJ0390.geopotential number by the normal gravity value computed on the
 OJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0390.degrees latitude (g = 980.6199 gals.).
 OJ0390
 OJ0390.The modeled gravity was interpolated from observed gravity values.
 OJ0390.The observed gravity was obtained from relative gravimeter ties
 OJ0390.to the IGSN71 gravity network.
 OJ0390
 OJ0390;                    North         East    Units  Estimated Accuracy
 OJ0390;SPC MI C     -    74,160.    6,032,580.      MT  (+/- 180 meters Scaled)
 OJ0390
 OJ0390                          SUPERSEDED SURVEY CONTROL
 OJ0390
 OJ0390  NGVD 29 (??/??/92)  192.356  (m)          631.09   (f) ADJ UNCH    1 2
 OJ0390
 OJ0390.Superseded values are not recommended for survey control.
 OJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0390.See file dsdata.txt to determine how the superseded data were derived.
 OJ0390
 OJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ625742(NAD 83)
 OJ0390_MARKER: DB = BENCH MARK DISK
 OJ0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0390_SP_SET: SILL
 OJ0390_STAMPING: 631.088 D 29 1930
 OJ0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0390+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2005
 OJ0390
 OJ0390  HISTORY     - Date     Condition        Report By
 OJ0390  HISTORY     - 1930     MONUMENTED       CGS
 OJ0390  HISTORY     - 1934     GOOD             NGS
 OJ0390  HISTORY     - 1983     GOOD             NGS
 OJ0390  HISTORY     - 20011011 GOOD             USPSQD
 OJ0390  HISTORY     - 20051211 GOOD             USPSQD
 OJ0390
 OJ0390                          STATION DESCRIPTION
 OJ0390
 OJ0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0390'IN STANDISH.
 OJ0390'AT STANDISH, ARENAC COUNTY, AT THE MICHIGAN CENTRAL RAILROAD
 OJ0390'STATION, IN THE WINDOW SILL OF THE WEST ENTRANCE, AND 3.5 FEET
 OJ0390'ABOVE THE PAVEMENT.  A STANDARD DISK, STAMPED 631.088 D 29 1930.
 OJ0390
 OJ0390                          STATION RECOVERY (1983)
 OJ0390
 OJ0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0390'NOTE:RAILROAD STATION STILL INTACK AND USED FOR STORAGE LOCATED JUST
 OJ0390'WEST OF HWY 23 HWY 23 AND WEST OF A MARATHON SERVICE STATION SET
 OJ0390'VERTICALY IN THE WEST FACE OF WINDOW SILL.
 OJ0390
 OJ0390                          STATION RECOVERY (2001)
 OJ0390
 OJ0390'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OJ0390'RECOVERED IN GOOD CONDITION.
 OJ0390
 OJ0390                          STATION RECOVERY (2005)
 OJ0390
 OJ0390'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 OJ0390'THE MARATHON SERVICE STATION DESCRIBED IN THE 1983 RECOVERY NOTE HAS
 OJ0390'BEEN TORN DOWN.  THE RAILROAD STATION IS BEING RESTORED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0142 ***********************************************************************
 QK0142  DESIGNATION -  D 290
 QK0142  PID         -  QK0142
 QK0142  STATE/COUNTY-  MI/CHARLEVOIX
 QK0142  USGS QUAD   -  DEADMANS HILL (1986)
 QK0142
 QK0142                         *CURRENT SURVEY CONTROL
 QK0142  ___________________________________________________________________
 QK0142* NAD 83(1986)-  45 15 55.     (N)    084 54 52.     (W)     SCALED    
 QK0142* NAVD 88     -       217.304  (meters)     712.94   (feet)  ADJUSTED  
 QK0142  ___________________________________________________________________
 QK0142  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QK0142  DYNAMIC HT  -         217.294 (meters)     712.91  (feet)  COMP
 QK0142  MODELED GRAV-     980,566.2   (mgal)                       NAVD 88
 QK0142
 QK0142  VERT ORDER  -  SECOND    CLASS 0
 QK0142
 QK0142.The horizontal coordinates were scaled from a topographic map and have
 QK0142.an estimated accuracy of +/- 6 seconds.
 QK0142
 QK0142.The orthometric height was determined by differential leveling
 QK0142.and adjusted by the National Geodetic Survey in June 1991..
 QK0142
 QK0142.The geoid height was determined by GEOID03.
 QK0142
 QK0142.The dynamic height is computed by dividing the NAVD 88
 QK0142.geopotential number by the normal gravity value computed on the
 QK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0142.degrees latitude (g = 980.6199 gals.).
 QK0142
 QK0142.The modeled gravity was interpolated from observed gravity values.
 QK0142
 QK0142;                    North         East    Units  Estimated Accuracy
 QK0142;SPC MI C     -   216,680.    5,957,010.      MT  (+/- 180 meters Scaled)
 QK0142
 QK0142                          SUPERSEDED SURVEY CONTROL
 QK0142
 QK0142  NGVD 29 (??/??/92)  217.40   (m)          713.3    (f) COMPUTED    2 0
 QK0142
 QK0142.Superseded values are not recommended for survey control.
 QK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0142.See file dsdata.txt to determine how the superseded data were derived.
 QK0142
 QK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR636145(NAD 83)
 QK0142_MARKER: DB = BENCH MARK DISK
 QK0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0142_SP_SET: SEMAPHORE BASE
 QK0142_STAMPING: D 290 1938
 QK0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0142
 QK0142  HISTORY     - Date     Condition        Report By
 QK0142  HISTORY     - 1938     MONUMENTED       CGS
 QK0142  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0142
 QK0142                          STATION DESCRIPTION
 QK0142
 QK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0142'1 MI S FROM CLARION.
 QK0142'1.0 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE CENTER
 QK0142'OF CLARION, CHARLEVOIX COUNTY, AT WALLOON LAKE, 27 FEET EAST OF
 QK0142'THE EAST SIDE OF THE STATION, 3-1/2 RAILS SOUTH OF THE CROSSING
 QK0142'OF THE EAST RAIL AND THE CENTERLINE OF STATE HIGHWAY 75, 40
 QK0142'YARDS SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE HIGHWAY
 QK0142'AND THE COUNTY ROAD LEADING TO PETOSKEY, IN THE TOP OF THE
 QK0142'CONCRETE BASE OF AN ABANDONED SEMAPHORE 6 FEET EAST OF THE EAST
 QK0142'RAIL, AND 1 FOOT LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0142'D 290 1938.
 QK0142
 QK0142                          STATION RECOVERY (1981)
 QK0142
 QK0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0616 ***********************************************************************
 RJ0616  DESIGNATION -  D 293
 RJ0616  PID         -  RJ0616
 RJ0616  STATE/COUNTY-  MI/CHIPPEWA
 RJ0616  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0616
 RJ0616                         *CURRENT SURVEY CONTROL
 RJ0616  ___________________________________________________________________
 RJ0616* NAD 83(1986)-  46 29 12.     (N)    084 18 02.     (W)     SCALED    
 RJ0616* NAVD 88     -       178.296  (meters)     584.96   (feet)  ADJUSTED  
 RJ0616  ___________________________________________________________________
 RJ0616  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0616  DYNAMIC HT  -         178.306 (meters)     584.99  (feet)  COMP
 RJ0616  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RJ0616
 RJ0616  VERT ORDER  -  FIRST     CLASS 0
 RJ0616
 RJ0616.The horizontal coordinates were scaled from a topographic map and have
 RJ0616.an estimated accuracy of +/- 6 seconds.
 RJ0616
 RJ0616.The orthometric height was determined by differential leveling
 RJ0616.and adjusted by the National Geodetic Survey in June 1991..
 RJ0616
 RJ0616.The geoid height was determined by GEOID03.
 RJ0616
 RJ0616.The dynamic height is computed by dividing the NAVD 88
 RJ0616.geopotential number by the normal gravity value computed on the
 RJ0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0616.degrees latitude (g = 980.6199 gals.).
 RJ0616
 RJ0616.The modeled gravity was interpolated from observed gravity values.
 RJ0616
 RJ0616;                    North         East    Units  Estimated Accuracy
 RJ0616;SPC MI N     -   192,850.    8,207,210.      MT  (+/- 180 meters Scaled)
 RJ0616
 RJ0616                          SUPERSEDED SURVEY CONTROL
 RJ0616
 RJ0616.No superseded survey control is available for this station.
 RJ0616
 RJ0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS071516(NAD 83)
 RJ0616_MARKER: I = METAL ROD
 RJ0616_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0616_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0616_STAMPING: D 293 1983
 RJ0616_MARK LOGO: NGS   
 RJ0616_PROJECTION: RECESSED 4 CENTIMETERS
 RJ0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0616+STABILITY: POSITION/ELEVATION WELL
 RJ0616_ROD/PIPE-DEPTH: 14.6 meters
 RJ0616_SLEEVE-DEPTH  : 6.1 meters
 RJ0616
 RJ0616  HISTORY     - Date     Condition        Report By
 RJ0616  HISTORY     - 1983     MONUMENTED       NGS
 RJ0616  HISTORY     - 19940722 GOOD             USPSQD
 RJ0616  HISTORY     - 19950603 GOOD             USPSQD
 RJ0616  HISTORY     - 20011029 GOOD             USPSQD
 RJ0616  HISTORY     - 20060829 GOOD             USPSQD
 RJ0616
 RJ0616                          STATION DESCRIPTION
 RJ0616
 RJ0616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0616'3.8 KM (2.35 MI) SE FROM SAULT STE MARIE.
 RJ0616'3.7 KM (2.3 MI) SOUTHEAST ALONG EAST PORTAGE AVENUE (RIVERSIDE DRIVE)
 RJ0616'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, THENCE 0.1 KM
 RJ0616'(0.05 MI) EAST TO THE OLD COAST GUARD BUILDING, STEEL SIGNAL, AND
 RJ0616'LOOKOUT TOWER MAINTAINED BY THE CORPS OF ENGINEERS AND ENCLOSED BY A
 RJ0616'CHAIN LINK FENCE, NEAR THE SITE OF THE SUGAR ISLAND FERRY LANDING,
 RJ0616'19.15 METERS (62.8 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 RJ0616'BUILDING, 27.28 METERS (89.5 FT) NORTH-NORTHWEST OF THE FLAGPOLE,
 RJ0616'8.35 METERS (27.4 FT) SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 RJ0616'CHAIN LINK FENCE, 2.00 METERS (6.5 FT) WEST-SOUTHWEST OF THE NORTHWEST
 RJ0616'CORNER OF THE NORTHWEST CONCRETE FOUNDATION FOR THE TOWER, 5.80 METERS
 RJ0616'(17.0 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHWEST
 RJ0616'CONCRETE FOUNDATION FOR THE TOWER, 2.44 METERS (8.0 FT)
 RJ0616'SOUTH-SOUTHEAST OF THE NORTH CHAIN LINK FENCE, 11.34 METERS (37.2 FT)
 RJ0616'NORTH OF BENCH MARK LITTLE RAPIDS.
 RJ0616'THE MARK IS 2.90 METERS  SE FROM A WITNESS POST.
 RJ0616'THE MARK IS ABOVE LEVEL WITH BASE OF TOWER.
 RJ0616
 RJ0616                          STATION RECOVERY (1994)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (1995)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (2001)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0616'RECOVERED IN GOOD CONDITION.
 RJ0616
 RJ0616                          STATION RECOVERY (2006)
 RJ0616
 RJ0616'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0084 ***********************************************************************
 QJ0084  DESIGNATION -  D 294
 QJ0084  PID         -  QJ0084
 QJ0084  STATE/COUNTY-  MI/CHIPPEWA
 QJ0084  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0084
 QJ0084                         *CURRENT SURVEY CONTROL
 QJ0084  ___________________________________________________________________
 QJ0084* NAD 83(1986)-  45 59 07.     (N)    083 56 08.     (W)     SCALED    
 QJ0084* NAVD 88     -       202.415  (meters)     664.09   (feet)  ADJUSTED  
 QJ0084  ___________________________________________________________________
 QJ0084  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 QJ0084  DYNAMIC HT  -         202.418 (meters)     664.10  (feet)  COMP
 QJ0084  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 QJ0084
 QJ0084  VERT ORDER  -  FIRST     CLASS 0
 QJ0084
 QJ0084.The horizontal coordinates were scaled from a topographic map and have
 QJ0084.an estimated accuracy of +/- 6 seconds.
 QJ0084
 QJ0084.The orthometric height was determined by differential leveling
 QJ0084.and adjusted by the National Geodetic Survey in June 1991..
 QJ0084
 QJ0084.The geoid height was determined by GEOID03.
 QJ0084
 QJ0084.The dynamic height is computed by dividing the NAVD 88
 QJ0084.geopotential number by the normal gravity value computed on the
 QJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0084.degrees latitude (g = 980.6199 gals.).
 QJ0084
 QJ0084.The modeled gravity was interpolated from observed gravity values.
 QJ0084
 QJ0084;                    North         East    Units  Estimated Accuracy
 QJ0084;SPC MI N     -   138,180.    8,237,370.      MT  (+/- 180 meters Scaled)
 QJ0084
 QJ0084                          SUPERSEDED SURVEY CONTROL
 QJ0084
 QJ0084.No superseded survey control is available for this station.
 QJ0084
 QJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL726966(NAD 83)
 QJ0084_MARKER: I = METAL ROD
 QJ0084_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0084_SP_SET: STAINLESS STEEL ROD
 QJ0084_STAMPING: D 294 1983
 QJ0084_MARK LOGO: NGS   
 QJ0084_PROJECTION: FLUSH
 QJ0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0084_ROD/PIPE-DEPTH: 2.45 meters
 QJ0084
 QJ0084  HISTORY     - Date     Condition        Report By
 QJ0084  HISTORY     - 1983     MONUMENTED       NGS
 QJ0084  HISTORY     - 19940728 GOOD             USPSQD
 QJ0084  HISTORY     - 20010331 GOOD             NGS
 QJ0084
 QJ0084                          STATION DESCRIPTION
 QJ0084
 QJ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0084'2.7 KM (1.7 MI) WEST FROM DE TOUR VILLAGE.
 QJ0084'2.7 KM (1.7 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QJ0084'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QJ0084'AT A WOODS ROAD ENTRANCE LEADING NORTH, AT THE TOP OF A HILL,
 QJ0084'1.67 METERS (5.5 FT) WEST OF POWERLINE POLE NUMBER DT1 1730 WITH GUY
 QJ0084'WIRES ACROSS THE ROAD, 9.29 METERS (30.5 FT) NORTH OF THE CENTER OF
 QJ0084'SOUTH CARIBOU DRIVE, AND 17.67 METERS (58.0 FT) EAST OF THE CENTER OF
 QJ0084'THE WOODS ROAD NORTH.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT
 QJ0084'THIS DEPTH.
 QJ0084'THE MARK IS 0.21 METERS  ESE FROM A WITNESS POST.
 QJ0084'THE MARK IS 0.3 M ABOVE DRIVE.
 QJ0084
 QJ0084                          STATION RECOVERY (1994)
 QJ0084
 QJ0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0084'RECOVERED IN GOOD CONDITION.
 QJ0084
 QJ0084                          STATION RECOVERY (2001)
 QJ0084
 QJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0590 ***********************************************************************
 RJ0590  DESIGNATION -  D 295
 RJ0590  PID         -  RJ0590
 RJ0590  STATE/COUNTY-  MI/CHIPPEWA
 RJ0590  USGS QUAD   -  BRIMLEY (1975)
 RJ0590
 RJ0590                         *CURRENT SURVEY CONTROL
 RJ0590  ___________________________________________________________________
 RJ0590* NAD 83(1986)-  46 25 53.     (N)    084 36 37.     (W)     SCALED    
 RJ0590* NAVD 88     -       186.526  (meters)     611.96   (feet)  ADJUSTED  
 RJ0590  ___________________________________________________________________
 RJ0590  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 RJ0590  DYNAMIC HT  -         186.534 (meters)     611.99  (feet)  COMP
 RJ0590  MODELED GRAV-     980,653.5   (mgal)                       NAVD 88
 RJ0590
 RJ0590  VERT ORDER  -  FIRST     CLASS 0
 RJ0590
 RJ0590.The horizontal coordinates were scaled from a topographic map and have
 RJ0590.an estimated accuracy of +/- 6 seconds.
 RJ0590
 RJ0590.The orthometric height was determined by differential leveling
 RJ0590.and adjusted by the National Geodetic Survey in June 1991..
 RJ0590
 RJ0590.The geoid height was determined by GEOID03.
 RJ0590
 RJ0590.The dynamic height is computed by dividing the NAVD 88
 RJ0590.geopotential number by the normal gravity value computed on the
 RJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0590.degrees latitude (g = 980.6199 gals.).
 RJ0590
 RJ0590.The modeled gravity was interpolated from observed gravity values.
 RJ0590
 RJ0590;                    North         East    Units  Estimated Accuracy
 RJ0590;SPC MI N     -   185,940.    8,183,630.      MT  (+/- 180 meters Scaled)
 RJ0590
 RJ0590                          SUPERSEDED SURVEY CONTROL
 RJ0590
 RJ0590.No superseded survey control is available for this station.
 RJ0590
 RJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS835447(NAD 83)
 RJ0590_MARKER: I = METAL ROD
 RJ0590_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0590_SP_SET: STAINLESS STEEL ROD
 RJ0590_STAMPING: D 295 1983
 RJ0590_MARK LOGO: NGS   
 RJ0590_PROJECTION: FLUSH
 RJ0590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0590_ROD/PIPE-DEPTH: 13.4 meters
 RJ0590
 RJ0590  HISTORY     - Date     Condition        Report By
 RJ0590  HISTORY     - 1983     MONUMENTED       NGS
 RJ0590
 RJ0590                          STATION DESCRIPTION
 RJ0590
 RJ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0590'5.3 KM (3.3 MI) NW FROM BRIMLEY.
 RJ0590'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0590'BRIMLEY, THENCE 4.5 KM (2.8 MI) NORTHWEST ALONG ASPHALT ROAD, AT A
 RJ0590'DIRT WOODS ROAD LEADING SOUTHWEST, SET BETWEEN TWO WITNESS POSTS,
 RJ0590'20.9 METERS (68.4 FT) WEST-SOUTHWEST OF CENTERLINE, 2.6 METERS
 RJ0590'(8.5 FT) EAST-SOUTHEAST OF WOODS ROAD LEADING SOUTHWEST, AND
 RJ0590'22.6 METERS (74.0 FT) SOUTHEAST OF DIRT ROAD AND ASPHALT INTERSECTION.
 RJ0590'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 RJ0590'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0624 ***********************************************************************
 RJ0624  DESIGNATION -  D 296
 RJ0624  PID         -  RJ0624
 RJ0624  STATE/COUNTY-  MI/CHIPPEWA
 RJ0624  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0624
 RJ0624                         *CURRENT SURVEY CONTROL
 RJ0624  ___________________________________________________________________
 RJ0624* NAD 83(1986)-  46 22 52.     (N)    084 16 09.     (W)     SCALED    
 RJ0624* NAVD 88     -       184.105  (meters)     604.02   (feet)  ADJUSTED  
 RJ0624  ___________________________________________________________________
 RJ0624  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ0624  DYNAMIC HT  -         184.115 (meters)     604.05  (feet)  COMP
 RJ0624  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0624
 RJ0624  VERT ORDER  -  FIRST     CLASS 0
 RJ0624
 RJ0624.The horizontal coordinates were scaled from a topographic map and have
 RJ0624.an estimated accuracy of +/- 6 seconds.
 RJ0624
 RJ0624.The orthometric height was determined by differential leveling
 RJ0624.and adjusted by the National Geodetic Survey in June 1991..
 RJ0624
 RJ0624.The geoid height was determined by GEOID03.
 RJ0624
 RJ0624.The dynamic height is computed by dividing the NAVD 88
 RJ0624.geopotential number by the normal gravity value computed on the
 RJ0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0624.degrees latitude (g = 980.6199 gals.).
 RJ0624
 RJ0624.The modeled gravity was interpolated from observed gravity values.
 RJ0624
 RJ0624;                    North         East    Units  Estimated Accuracy
 RJ0624;SPC MI N     -   181,200.    8,210,020.      MT  (+/- 180 meters Scaled)
 RJ0624
 RJ0624                          SUPERSEDED SURVEY CONTROL
 RJ0624
 RJ0624.No superseded survey control is available for this station.
 RJ0624
 RJ0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS099400(NAD 83)
 RJ0624_MARKER: I = METAL ROD
 RJ0624_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0624_SP_SET: STAINLESS STEEL ROD
 RJ0624_STAMPING: D 296 1983
 RJ0624_MARK LOGO: NGS   
 RJ0624_PROJECTION: FLUSH
 RJ0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0624+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0624_ROD/PIPE-DEPTH: 10.9 meters
 RJ0624
 RJ0624  HISTORY     - Date     Condition        Report By
 RJ0624  HISTORY     - 1983     MONUMENTED       NGS
 RJ0624  HISTORY     - 20011029 GOOD             USPSQD
 RJ0624  HISTORY     - 20031205 GOOD             INDIV
 RJ0624
 RJ0624                          STATION DESCRIPTION
 RJ0624
 RJ0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0624'16.65 KM (10.35 MI) SE FROM SAULT STE MARIE.
 RJ0624'16.65 KM (10.35 MI) EAST ALONG PORTAGE AVENUE (RIVERSIDE DRIVE THEN
 RJ0624'INTO NICOLET ROAD) FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE.
 RJ0624'MARIE TO THE MARK, SET BY A POWERLINE POLE ON THE EAST SIDE OF NICOLET
 RJ0624'ROAD, 14.8 METERS (48.5 FT) EAST OF THE CENTERLINE OF NICOLET ROAD,
 RJ0624'18.2 METERS (59.7 FT) SOUTHWEST OF SOUTHWEST CORNER OF A LARGE TWO
 RJ0624'STORY HOUSE, 5.2 METERS (17.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY TO
 RJ0624'A HOUSE, 0.7 METER (2.4 FT) NORTH OF A POWERLINE POLE.
 RJ0624'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RJ0624'THE MARK IS ABOVE LEVEL WITH NICOLET ROAD.
 RJ0624
 RJ0624                          STATION RECOVERY (2001)
 RJ0624
 RJ0624'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0624'RECOVERED IN GOOD CONDITION.
 RJ0624
 RJ0624                          STATION RECOVERY (2003)
 RJ0624
 RJ0624'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0677 ***********************************************************************
 RJ0677  DESIGNATION -  D 297
 RJ0677  PID         -  RJ0677
 RJ0677  STATE/COUNTY-  MI/CHIPPEWA
 RJ0677  USGS QUAD   -  GOETZVILLE (1976)
 RJ0677
 RJ0677                         *CURRENT SURVEY CONTROL
 RJ0677  ___________________________________________________________________
 RJ0677* NAD 83(1986)-  46 19 35.     (N)    084 07 03.     (W)     SCALED    
 RJ0677* NAVD 88     -       179.831  (meters)     590.00   (feet)  ADJUSTED  
 RJ0677  ___________________________________________________________________
 RJ0677  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0677  DYNAMIC HT  -         179.841 (meters)     590.03  (feet)  COMP
 RJ0677  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RJ0677
 RJ0677  VERT ORDER  -  FIRST     CLASS 0
 RJ0677
 RJ0677.The horizontal coordinates were scaled from a topographic map and have
 RJ0677.an estimated accuracy of +/- 6 seconds.
 RJ0677
 RJ0677.The orthometric height was determined by differential leveling
 RJ0677.and adjusted by the National Geodetic Survey in June 1991..
 RJ0677
 RJ0677.The geoid height was determined by GEOID03.
 RJ0677
 RJ0677.The dynamic height is computed by dividing the NAVD 88
 RJ0677.geopotential number by the normal gravity value computed on the
 RJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0677.degrees latitude (g = 980.6199 gals.).
 RJ0677
 RJ0677.The modeled gravity was interpolated from observed gravity values.
 RJ0677
 RJ0677;                    North         East    Units  Estimated Accuracy
 RJ0677;SPC MI N     -   175,540.    8,221,900.      MT  (+/- 180 meters Scaled)
 RJ0677
 RJ0677                          SUPERSEDED SURVEY CONTROL
 RJ0677
 RJ0677.No superseded survey control is available for this station.
 RJ0677
 RJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS218343(NAD 83)
 RJ0677_MARKER: I = METAL ROD
 RJ0677_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0677_SP_SET: STAINLESS STEEL ROD
 RJ0677_STAMPING: D 297 1983
 RJ0677_MARK LOGO: NGS   
 RJ0677_PROJECTION: FLUSH
 RJ0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0677_ROD/PIPE-DEPTH: 13.7 meters
 RJ0677
 RJ0677  HISTORY     - Date     Condition        Report By
 RJ0677  HISTORY     - 1983     MONUMENTED       NGS
 RJ0677
 RJ0677                          STATION DESCRIPTION
 RJ0677
 RJ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0677'31.6 KM (19.6 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0677'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0677'LANDING ON SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE
 RJ0677'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 19.5 KM
 RJ0677'(12.1 MI) SOUTH ALONG HOMESTEAD ROAD (NOTE THIS ROAD TWIST AND TURNS
 RJ0677'WITH OTHER ROADS), AT THE ENTRANCE TO THE LANDMARK RESORT AND AT THE
 RJ0677'NORTHWEST CORNER OF MR. RICHARD MIKOLOWSKIS GARAGE AND WOOD WORKING
 RJ0677'SHOP, 13.4 METERS (44.0 FT) EAST OF HOMESTEAD ROAD, 7.0 METERS
 RJ0677'(23.0 FT) SOUTH OF THE RESORT ENTRANCE DRIVE, 0.91 METERS (3.0 FT)
 RJ0677'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, AND 0.95 METERS
 RJ0677'(3.1 FT) SOUTHEAST OF A TREE POLE WITH A LIGHT ATTACHED.
 RJ0677'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0693 ***********************************************************************
 RJ0693  DESIGNATION -  D 297 X
 RJ0693  PID         -  RJ0693
 RJ0693  STATE/COUNTY-  MI/CHIPPEWA
 RJ0693  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0693
 RJ0693                         *CURRENT SURVEY CONTROL
 RJ0693  ___________________________________________________________________
 RJ0693* NAD 83(1986)-  46 29 04.     (N)    084 15 01.     (W)     SCALED    
 RJ0693* NAVD 88     -       215.875  (meters)     708.25   (feet)  ADJUSTED  
 RJ0693  ___________________________________________________________________
 RJ0693  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0693  DYNAMIC HT  -         215.887 (meters)     708.29  (feet)  COMP
 RJ0693  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0693
 RJ0693  VERT ORDER  -  FIRST     CLASS 0
 RJ0693
 RJ0693.The horizontal coordinates were scaled from a topographic map and have
 RJ0693.an estimated accuracy of +/- 6 seconds.
 RJ0693
 RJ0693.The orthometric height was determined by differential leveling
 RJ0693.and adjusted by the National Geodetic Survey in June 1991..
 RJ0693
 RJ0693.The geoid height was determined by GEOID03.
 RJ0693
 RJ0693.The dynamic height is computed by dividing the NAVD 88
 RJ0693.geopotential number by the normal gravity value computed on the
 RJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0693.degrees latitude (g = 980.6199 gals.).
 RJ0693
 RJ0693.The modeled gravity was interpolated from observed gravity values.
 RJ0693
 RJ0693;                    North         East    Units  Estimated Accuracy
 RJ0693;SPC MI N     -   192,730.    8,211,070.      MT  (+/- 180 meters Scaled)
 RJ0693
 RJ0693                          SUPERSEDED SURVEY CONTROL
 RJ0693
 RJ0693.No superseded survey control is available for this station.
 RJ0693
 RJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS110515(NAD 83)
 RJ0693_MARKER: I = METAL ROD
 RJ0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0693_SP_SET: STAINLESS STEEL ROD
 RJ0693_STAMPING: D 297 X 1983
 RJ0693_MARK LOGO: NGS   
 RJ0693_PROJECTION: FLUSH
 RJ0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0693_ROD/PIPE-DEPTH: 3.1  meters
 RJ0693
 RJ0693  HISTORY     - Date     Condition        Report By
 RJ0693  HISTORY     - 1983     MONUMENTED       NGS
 RJ0693
 RJ0693                          STATION DESCRIPTION
 RJ0693
 RJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0693'3.7 KM (2.3 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0693'3.7 KM (2.3 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0693'LANDING ON SUGAR ISLAND, 23.3 METERS (76.5 FT) NORTH OF THE CENTERLINE
 RJ0693'OF THE ROAD, 6.8 METERS (22.4 FT) EAST OF THE CENTER OF THE DRIVE
 RJ0693'LEADING TO THE HILLTOP BAR (A LARGE WOODEN BUILDING), AND 1.2 METERS
 RJ0693'(4.0 FT) SOUTH OF A POWERLINE POLE.  NOTE ROD DRIVEN TO REFUSAL, ALSO
 RJ0693'DATUM POINT IS STAMPED D 297.
 RJ0693'THE MARK IS 0.6 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0407 ***********************************************************************
 QK0407  DESIGNATION -  D 298
 QK0407  PID         -  QK0407
 QK0407  STATE/COUNTY-  MI/MACKINAC
 QK0407  USGS QUAD   -  CEDARVILLE (1975)
 QK0407
 QK0407                         *CURRENT SURVEY CONTROL
 QK0407  ___________________________________________________________________
 QK0407* NAD 83(1986)-  45 59 30.     (N)    084 15 39.     (W)     SCALED    
 QK0407* NAVD 88     -       187.376  (meters)     614.75   (feet)  ADJUSTED  
 QK0407  ___________________________________________________________________
 QK0407  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 QK0407  DYNAMIC HT  -         187.382 (meters)     614.77  (feet)  COMP
 QK0407  MODELED GRAV-     980,641.1   (mgal)                       NAVD 88
 QK0407
 QK0407  VERT ORDER  -  FIRST     CLASS 0
 QK0407
 QK0407.The horizontal coordinates were scaled from a topographic map and have
 QK0407.an estimated accuracy of +/- 6 seconds.
 QK0407
 QK0407.The orthometric height was determined by differential leveling
 QK0407.and adjusted by the National Geodetic Survey in June 1991..
 QK0407
 QK0407.The geoid height was determined by GEOID03.
 QK0407
 QK0407.The dynamic height is computed by dividing the NAVD 88
 QK0407.geopotential number by the normal gravity value computed on the
 QK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0407.degrees latitude (g = 980.6199 gals.).
 QK0407
 QK0407.The modeled gravity was interpolated from observed gravity values.
 QK0407
 QK0407;                    North         East    Units  Estimated Accuracy
 QK0407;SPC MI N     -   137,970.    8,212,160.      MT  (+/- 180 meters Scaled)
 QK0407
 QK0407                          SUPERSEDED SURVEY CONTROL
 QK0407
 QK0407.No superseded survey control is available for this station.
 QK0407
 QK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR121967(NAD 83)
 QK0407_MARKER: DB = BENCH MARK DISK
 QK0407_SETTING: 66 = SET IN ROCK OUTCROP
 QK0407_SP_SET: ROCK OUTCROP
 QK0407_STAMPING: D 298 1983
 QK0407_MARK LOGO: NGS   
 QK0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0407+STABILITY: POSITION/ELEVATION WELL
 QK0407
 QK0407  HISTORY     - Date     Condition        Report By
 QK0407  HISTORY     - 1983     MONUMENTED       NGS
 QK0407  HISTORY     - 19940728 GOOD             USPSQD
 QK0407  HISTORY     - 19950712 GOOD             USPSQD
 QK0407  HISTORY     - 20010331 GOOD             NGS
 QK0407
 QK0407                          STATION DESCRIPTION
 QK0407
 QK0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0407'8.5 KM (5.3 MI) EAST FROM CEDARVILLE.
 QK0407'8.5 KM (5.3 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0407'STATE HIGHWAY 129 IN CEDARVILLE, AT A FLAT CLEAR AREA ON THE SOUTH
 QK0407'SIDE OF THE HIGHWAY, BETWEEN THE HIGHWAY AND THE EAST-WEST POWERLINE,
 QK0407'SET IN BEDROCK, 0.2 KM (0.1 MI) WEST OF A GRAVELED DRIVE LEADING NORTH
 QK0407'TO A RADIO TOWER, 12.86 METERS (48.2 FT) SOUTH OF THE CENTERLINE OF
 QK0407'THE HIGHWAY, 10.66 METERS (35.0 FT) NORTH-NORTHWEST OF A POWERLINE
 QK0407'POLE, 9.44 METERS (31.0 FT) NORTHEAST OF THE SOUTHWEST EDGE OF A
 QK0407'1.06 METERS (3.5 FT) GRADUAL DOWN SLOPE OF THE BEDROCK, 9.60 METERS
 QK0407'(31.5 FT) WEST OF THE EXTENDED CENTER OF A WOODS ROAD LEADING NORTH,
 QK0407'8.47 METERS (27.8 FT) NORTH OF THE POWER POLE LINE, 43.79 METERS
 QK0407'(143.7 FT) WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM A ROAD SIGN
 QK0407'(PASS WITH CARE) WHICH IS ABOUT 0.46 METERS (1.5 FT) RIGHT OF A LINE
 QK0407'WITH THE RADIO TOWER.
 QK0407'THE MARK IS 1.93 METERS  ESE FROM A WITNESS POST.
 QK0407'THE MARK IS 0.4 M BELOW HIGHWAY.
 QK0407
 QK0407                          STATION RECOVERY (1994)
 QK0407
 QK0407'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0407'RECOVERED IN GOOD CONDITION.
 QK0407
 QK0407                          STATION RECOVERY (1995)
 QK0407
 QK0407'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0407'RECOVERED IN GOOD CONDITION.
 QK0407
 QK0407                          STATION RECOVERY (2001)
 QK0407
 QK0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0681 ***********************************************************************
 RJ0681  DESIGNATION -  D 299
 RJ0681  PID         -  RJ0681
 RJ0681  STATE/COUNTY-  MI/CHIPPEWA
 RJ0681  USGS QUAD   -  OAK RIDGE (1976)
 RJ0681
 RJ0681                         *CURRENT SURVEY CONTROL
 RJ0681  ___________________________________________________________________
 RJ0681* NAD 83(1986)-  46 21 58.     (N)    084 09 51.     (W)     SCALED    
 RJ0681* NAVD 88     -       188.036  (meters)     616.91   (feet)  ADJUSTED  
 RJ0681  ___________________________________________________________________
 RJ0681  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0681  DYNAMIC HT  -         188.046 (meters)     616.95  (feet)  COMP
 RJ0681  MODELED GRAV-     980,665.7   (mgal)                       NAVD 88
 RJ0681
 RJ0681  VERT ORDER  -  FIRST     CLASS 0
 RJ0681
 RJ0681.The horizontal coordinates were scaled from a topographic map and have
 RJ0681.an estimated accuracy of +/- 6 seconds.
 RJ0681
 RJ0681.The orthometric height was determined by differential leveling
 RJ0681.and adjusted by the National Geodetic Survey in June 1991..
 RJ0681
 RJ0681.The geoid height was determined by GEOID03.
 RJ0681
 RJ0681.The dynamic height is computed by dividing the NAVD 88
 RJ0681.geopotential number by the normal gravity value computed on the
 RJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0681.degrees latitude (g = 980.6199 gals.).
 RJ0681
 RJ0681.The modeled gravity was interpolated from observed gravity values.
 RJ0681
 RJ0681;                    North         East    Units  Estimated Accuracy
 RJ0681;SPC MI N     -   179,820.    8,218,150.      MT  (+/- 180 meters Scaled)
 RJ0681
 RJ0681                          SUPERSEDED SURVEY CONTROL
 RJ0681
 RJ0681.No superseded survey control is available for this station.
 RJ0681
 RJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS181386(NAD 83)
 RJ0681_MARKER: I = METAL ROD
 RJ0681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0681_SP_SET: STAINLESS STEEL ROD
 RJ0681_STAMPING: D 299 1983
 RJ0681_MARK LOGO: NGS   
 RJ0681_PROJECTION: FLUSH
 RJ0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0681_ROD/PIPE-DEPTH: 3.7  meters
 RJ0681
 RJ0681  HISTORY     - Date     Condition        Report By
 RJ0681  HISTORY     - 1983     MONUMENTED       NGS
 RJ0681
 RJ0681                          STATION DESCRIPTION
 RJ0681
 RJ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0681'25.0 KM (15.55 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0681'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0681'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0681'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 4.85 KM
 RJ0681'(3.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG
 RJ0681'6 MILE ROAD, THENCE 7.55 KM (4.7 MI) SOUTH ALONG HOMESTEAD ROAD TO THE
 RJ0681'MARK ON THE RIGHT, 10.4 METERS (34.2 FT) WEST OF THE CENTER OF THE
 RJ0681'ROAD, AND 1.5 METERS (5.0 FT) WEST OF A POWERLINE POLE.  NOTE, ROD
 RJ0681'DRIVEN TO REFUSAL.  DESCRIBED BY BRUCE M GUNTER.
 RJ0681'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 RJ0681'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0124 ***********************************************************************
 NE0124  DESIGNATION -  D 3 USLS
 NE0124  PID         -  NE0124
 NE0124  STATE/COUNTY-  MI/WAYNE
 NE0124  USGS QUAD   -  BELLE ISLE (1980)
 NE0124
 NE0124                         *CURRENT SURVEY CONTROL
 NE0124  ___________________________________________________________________
 NE0124* NAD 83(1986)-  42 21 38.     (N)    082 56 41.     (W)     SCALED    
 NE0124* NAVD 88     -       176.289  (meters)     578.37   (feet)  ADJUSTED  
 NE0124  ___________________________________________________________________
 NE0124  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0124  DYNAMIC HT  -         176.237 (meters)     578.20  (feet)  COMP
 NE0124  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NE0124
 NE0124  VERT ORDER  -  FIRST     CLASS 0
 NE0124
 NE0124.The horizontal coordinates were scaled from a topographic map and have
 NE0124.an estimated accuracy of +/- 6 seconds.
 NE0124
 NE0124.The orthometric height was determined by differential leveling
 NE0124.and adjusted by the National Geodetic Survey in June 1991..
 NE0124
 NE0124.The geoid height was determined by GEOID03.
 NE0124
 NE0124.The dynamic height is computed by dividing the NAVD 88
 NE0124.geopotential number by the normal gravity value computed on the
 NE0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0124.degrees latitude (g = 980.6199 gals.).
 NE0124
 NE0124.The modeled gravity was interpolated from observed gravity values.
 NE0124
 NE0124;                    North         East    Units  Estimated Accuracy
 NE0124;SPC MI S     -    96,580.    4,117,130.      MT  (+/- 180 meters Scaled)
 NE0124
 NE0124                          SUPERSEDED SURVEY CONTROL
 NE0124
 NE0124  NGVD 29 (??/??/??)  176.447  (m)          578.89   (f) ADJUSTED    1 0
 NE0124
 NE0124.Superseded values are not recommended for survey control.
 NE0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0124.See file dsdata.txt to determine how the superseded data were derived.
 NE0124
 NE0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG398916(NAD 83)
 NE0124_MARKER: DD = SURVEY DISK
 NE0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0124+STABILITY: SURFACE MOTION
 NE0124
 NE0124  HISTORY     - Date     Condition        Report By
 NE0124  HISTORY     - UNK      MONUMENTED       USLS
 NE0124  HISTORY     - 1970     GOOD             USLS
 NE0124  HISTORY     - 1980     GOOD             NGS
 NE0124
 NE0124                          STATION DESCRIPTION
 NE0124
 NE0124'DESCRIBED BY US LAKE SURVEY 1970
 NE0124'IN DETROIT.
 NE0124'D 3 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0124'AT THE SOUTHEAST CORNER OF LENOX AND KORTE STREETS, ON NORTH
 NE0124'FACE OF BRICK DUPLEX DWELLING AT 294 LENOX, 7.3 FEET FROM THE
 NE0124'NORTHWEST CORNER, IN FOURTEENTH COURSE OF BRICK ABOVE THE
 NE0124'FOUNDATION, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET
 NE0124'INTO THE BRICK.  NOTE-- PREV. DESIG. BM D 3 1932.
 NE0124
 NE0124                          STATION RECOVERY (1980)
 NE0124
 NE0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0124'IN DETROIT, AT THE JUNCTION OF LENOX STREET AND KORTE STREET,
 NE0124'SET VERTICALLY IN THE NORTHWEST FACE OF HOUSE 294 (A THREE STORY
 NE0124'BRICK HOUSE), 13.6 METERS (44.6 FEET) NORTHEAST OF THE NORTHEAST CURB
 NE0124'OF LENOX, 9.8 METERS (32.9 FEET) SOUTHEAST OF THE NORTHEAST CURB OF
 NE0124'LENOX, 5.2 METERS (17.1 FEET) NORTHEAST OF THE WEST CORNER
 NE0124'OF THE PORCH.
 NE0124'THE MARK IS 1.2 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0300 ***********************************************************************
 QL0300  DESIGNATION -  D 30
 QL0300  PID         -  QL0300
 QL0300  STATE/COUNTY-  MI/MENOMINEE
 QL0300  USGS QUAD   -  BIRCH CREEK (1976)
 QL0300
 QL0300                         *CURRENT SURVEY CONTROL
 QL0300  ___________________________________________________________________
 QL0300* NAD 83(1986)-  45 12 09.     (N)    087 36 41.     (W)     SCALED    
 QL0300* NAVD 88     -       197.831  (meters)     649.05   (feet)  ADJUSTED  
 QL0300  ___________________________________________________________________
 QL0300  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QL0300  DYNAMIC HT  -         197.812 (meters)     648.99  (feet)  COMP
 QL0300  MODELED GRAV-     980,519.4   (mgal)                       NAVD 88
 QL0300
 QL0300  VERT ORDER  -  FIRST     CLASS 0
 QL0300
 QL0300.The horizontal coordinates were scaled from a topographic map and have
 QL0300.an estimated accuracy of +/- 6 seconds.
 QL0300
 QL0300.The orthometric height was determined by differential leveling
 QL0300.and adjusted by the National Geodetic Survey in June 1991..
 QL0300
 QL0300.The geoid height was determined by GEOID03.
 QL0300
 QL0300.The dynamic height is computed by dividing the NAVD 88
 QL0300.geopotential number by the normal gravity value computed on the
 QL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0300.degrees latitude (g = 980.6199 gals.).
 QL0300
 QL0300.The modeled gravity was interpolated from observed gravity values.
 QL0300
 QL0300;                    North         East    Units  Estimated Accuracy
 QL0300;SPC MI N     -    46,780.    7,951,960.      MT  (+/- 180 meters Scaled)
 QL0300
 QL0300                          SUPERSEDED SURVEY CONTROL
 QL0300
 QL0300  NGVD 29 (??/??/92)  197.854  (m)          649.13   (f) ADJ UNCH    1 0
 QL0300
 QL0300.Superseded values are not recommended for survey control.
 QL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0300.See file dsdata.txt to determine how the superseded data were derived.
 QL0300
 QL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR519056(NAD 83)
 QL0300_MARKER: DB = BENCH MARK DISK
 QL0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0300_STAMPING: D 30 1930 649.126
 QL0300_MARK LOGO: CGS   
 QL0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0300+STABILITY: SURFACE MOTION
 QL0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0300+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 QL0300
 QL0300  HISTORY     - Date     Condition        Report By
 QL0300  HISTORY     - 1930     MONUMENTED       CGS
 QL0300  HISTORY     - 1972     GOOD             NGS
 QL0300  HISTORY     - 1990     GOOD             USPSQD
 QL0300  HISTORY     - 19910904 GOOD             USPSQD
 QL0300  HISTORY     - 19920919 GOOD             MIDT
 QL0300  HISTORY     - 20010411 GOOD             MIDT
 QL0300  HISTORY     - 20041102 GOOD             USPSQD
 QL0300  HISTORY     - 20060427 GOOD             USPSQD
 QL0300
 QL0300                          STATION DESCRIPTION
 QL0300
 QL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0300'6.6 MI N FROM MENOMINEE.
 QL0300'ABOUT 6.6 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 QL0300'FROM THE STATION AT MENOMINEE, AT THE SMALL VILLAGE OF BIRCH
 QL0300'CREEK, AT THE CROSSING OF BIRCH CREEK ROAD, 42.2 FEET EAST OF
 QL0300'THE EAST RAIL, 85 1/2 FEET WEST OF THE CENTER LINE OF U.S.
 QL0300'HIGHWAY 41, 41 FEET SOUTH OF THE CENTER LINE OF BIRCH CREEK
 QL0300'ROAD, 14 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT EAST OF
 QL0300'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, 1 FOOT BELOW
 QL0300'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 QL0300'FLUSH WITH THE LEVEL OF THE GROUND.  SEC 3, T 32 N, R 27 W.
 QL0300
 QL0300                          STATION RECOVERY (1990)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 1990 (CN)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (1991)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (1992)
 QL0300
 QL0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QL0300'ABOUT 6.5 MI (10.5 KM) NORTH OF MENOMINEE, 8.0 MI (12.9 KM) SOUTH OF
 QL0300'WALLACE, AT BIRCH CREEK ROAD.  TO REACH FROM JUNCTION OF U.S. HIGHWAY
 QL0300'41 AND BIRCH CREEK ROAD GO WEST 83.0 FT (25.3 M) TO MARK ON LEFT
 QL0300'(SOUTH) SIDE OF BIRCH CREEK ROAD.  STATION IS SET FLUSH WITH THE
 QL0300'GROUND.  IT IS 83.0 FT (25.3 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QL0300'41, 41.0 FT (12.5 M) SOUTH OF THE CENTERLINE OF BIRCH CREEK ROAD, 40.4
 QL0300'FT (12.3 M) EAST OF THE EAST RAIL OF A RAILROAD TRACK, 39.2 FT (11.9
 QL0300'M) NORTHWEST OF A POWER POLE NUMBER 32272W45, 29.4 FT (9.0 M)
 QL0300'SOUTHWEST OF SOUTHWEST END OF CORNER CURB AND GUTTER, 21.7 FT (6.6 M)
 QL0300'EAST OF THE CENTER OF MICHIGAN BELL MANHOLE, 21.5 FT (6.6 M) SOUTHWEST
 QL0300'OF A POWER POLE NUMBER 32272W46 AND 1.0 FT (0.3 M) EAST OF A METAL
 QL0300'WITNESS POST.
 QL0300
 QL0300                          STATION RECOVERY (2001)
 QL0300
 QL0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (2004)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0300'RECOVERED IN GOOD CONDITION.
 QL0300
 QL0300                          STATION RECOVERY (2006)
 QL0300
 QL0300'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0502 ***********************************************************************
 QK0502  DESIGNATION -  D 302
 QK0502  PID         -  QK0502
 QK0502  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0502  USGS QUAD   -  MILLERSBURG (1986)
 QK0502
 QK0502                         *CURRENT SURVEY CONTROL
 QK0502  ___________________________________________________________________
 QK0502* NAD 83(1986)-  45 30 41.     (N)    084 07 06.     (W)     SCALED    
 QK0502* NAVD 88     -       181.277  (meters)     594.74   (feet)  ADJUSTED  
 QK0502  ___________________________________________________________________
 QK0502  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QK0502  DYNAMIC HT  -         181.271 (meters)     594.72  (feet)  COMP
 QK0502  MODELED GRAV-     980,582.4   (mgal)                       NAVD 88
 QK0502
 QK0502  VERT ORDER  -  FIRST     CLASS II
 QK0502
 QK0502.The horizontal coordinates were scaled from a topographic map and have
 QK0502.an estimated accuracy of +/- 6 seconds.
 QK0502
 QK0502.The orthometric height was determined by differential leveling
 QK0502.and adjusted by the National Geodetic Survey in June 1991..
 QK0502
 QK0502.The geoid height was determined by GEOID03.
 QK0502
 QK0502.The dynamic height is computed by dividing the NAVD 88
 QK0502.geopotential number by the normal gravity value computed on the
 QK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0502.degrees latitude (g = 980.6199 gals.).
 QK0502
 QK0502.The modeled gravity was interpolated from observed gravity values.
 QK0502
 QK0502;                    North         East    Units  Estimated Accuracy
 QK0502;SPC MI C     -   243,910.    6,019,410.      MT  (+/- 180 meters Scaled)
 QK0502
 QK0502                          SUPERSEDED SURVEY CONTROL
 QK0502
 QK0502.No superseded survey control is available for this station.
 QK0502
 QK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR250438(NAD 83)
 QK0502_MARKER: I = METAL ROD
 QK0502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0502_SP_SET: STAINLESS STEEL ROD
 QK0502_STAMPING: D 302 1983
 QK0502_MARK LOGO: NGS   
 QK0502_PROJECTION: RECESSED 3 CENTIMETERS
 QK0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0502_ROD/PIPE-DEPTH: 21.9 meters
 QK0502
 QK0502  HISTORY     - Date     Condition        Report By
 QK0502  HISTORY     - 1983     MONUMENTED       NGS
 QK0502
 QK0502                          STATION DESCRIPTION
 QK0502
 QK0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0502'28.0 KM (17.4 MI) NW FROM ROGERS CITY.
 QK0502'1.8 KM (1.1 MI) NORTHWEST ALONG HIGHWAY 23 BUSINESS (THIRD STREET)
 QK0502'FROM THE POST OFFICE IN ROGERS CITY, THENCE 26.2 KM (16.3 MI)
 QK0502'NORTHWEST ALONG THE HIGHWAY TO A GRAVEL ROAD LEADING TO A SMALL GROUP
 QK0502'OF CABINS AND HOMES, AT THE JUNCTION OF THREE GRAVEL STREETS,
 QK0502'34.74 METERS (114.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QK0502'10.97 METERS (36.0 FT) SOUTHWEST OF THE SOUTHEAST CORNER CEDAR HOME,
 QK0502'12.28 METERS (40.3 FT) SOUTHWEST OF A WOODEN FLAGPOLE, 1.40 METERS
 QK0502'(4.6 FT) SOUTHEAST OF A POWERLINE POLE NUMBERED HB1-L2 WITH A
 QK0502'TRANSFORMER ATTACHED, AND 1.00 METERS (3.3 FT) SOUTHWEST OF THE STREET
 QK0502'SIGN KEYSTONE LANE.
 QK0502'THE MARK IS 6.64 METERS  E FROM A WITNESS POST.
 QK0502'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0694 ***********************************************************************
 OJ0694  DESIGNATION -  D 303
 OJ0694  PID         -  OJ0694
 OJ0694  STATE/COUNTY-  MI/BAY
 OJ0694  USGS QUAD   -  PINCONNING (1973)
 OJ0694
 OJ0694                         *CURRENT SURVEY CONTROL
 OJ0694  ___________________________________________________________________
 OJ0694* NAD 83(1986)-  43 50 25.     (N)    083 57 58.     (W)     SCALED    
 OJ0694* NAVD 88     -       182.254  (meters)     597.95   (feet)  ADJUSTED  
 OJ0694  ___________________________________________________________________
 OJ0694  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OJ0694  DYNAMIC HT  -         182.221 (meters)     597.84  (feet)  COMP
 OJ0694  MODELED GRAV-     980,436.4   (mgal)                       NAVD 88
 OJ0694
 OJ0694  VERT ORDER  -  FIRST     CLASS II
 OJ0694
 OJ0694.The horizontal coordinates were scaled from a topographic map and have
 OJ0694.an estimated accuracy of +/- 6 seconds.
 OJ0694
 OJ0694.The orthometric height was determined by differential leveling
 OJ0694.and adjusted by the National Geodetic Survey in June 1991..
 OJ0694
 OJ0694.The geoid height was determined by GEOID03.
 OJ0694
 OJ0694.The dynamic height is computed by dividing the NAVD 88
 OJ0694.geopotential number by the normal gravity value computed on the
 OJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0694.degrees latitude (g = 980.6199 gals.).
 OJ0694
 OJ0694.The modeled gravity was interpolated from observed gravity values.
 OJ0694
 OJ0694;                    North         East    Units  Estimated Accuracy
 OJ0694;SPC MI S     -   260,050.    4,032,210.      MT  (+/- 180 meters Scaled)
 OJ0694
 OJ0694                          SUPERSEDED SURVEY CONTROL
 OJ0694
 OJ0694.No superseded survey control is available for this station.
 OJ0694
 OJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ615584(NAD 83)
 OJ0694_MARKER: I = METAL ROD
 OJ0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0694_SP_SET: STAINLESS STEEL ROD
 OJ0694_STAMPING: D 303 1983
 OJ0694_MARK LOGO: NGS   
 OJ0694_PROJECTION: FLUSH
 OJ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0694+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0694_ROD/PIPE-DEPTH: 6.09 meters
 OJ0694
 OJ0694  HISTORY     - Date     Condition        Report By
 OJ0694  HISTORY     - 1983     MONUMENTED       NGS
 OJ0694  HISTORY     - 19970824 GOOD             USPSQD
 OJ0694  HISTORY     - 20060128 GOOD             USPSQD
 OJ0694
 OJ0694                          STATION DESCRIPTION
 OJ0694
 OJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0694'1.4 KM (0.9 MI) SOUTH FROM PINCONNING.
 OJ0694'1.4 KM (0.9 MI) SOUTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0694'PINCONNING ROAD IN PINCONNING, TO THE MARK ON THE LEFT, SET ON THE
 OJ0694'GROUNDS OF THE CONTINENTAL TELEPHONE COMPANY OF MICHIGAN, 25.75 METERS
 OJ0694'(84.5 FT) EAST OF CENTERLINE OF HIGHWAY 13, 18.83 METERS (61.8 FT)
 OJ0694'NORTH OF NORTH DRIVE OF CONTINENTAL TELEPHONE COMPANY, 0.36 METER
 OJ0694'(1.2 FT) EAST OF NORTHEAST CORNER POST OF A CHAIN LINK FENCE, AND
 OJ0694'0.30 METER (1.0 FT) NORTH OF NORTH SIDE OF FENCE.
 OJ0694'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 OJ0694'THE MARK IS ABOVE LEVEL WITH HIGHWAY 13.
 OJ0694
 OJ0694                          STATION RECOVERY (1997)
 OJ0694
 OJ0694'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0694'RECOVERED IN GOOD CONDITION.
 OJ0694
 OJ0694                          STATION RECOVERY (2006)
 OJ0694
 OJ0694'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0694'THE TELEPHONE COMPANY DESCRIBED IS NOW CALLED CENTURYTEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0178 ***********************************************************************
 PK0178  DESIGNATION -  D 304
 PK0178  PID         -  PK0178
 PK0178  STATE/COUNTY-  MI/IOSCO
 PK0178  USGS QUAD   -  TAWAS CITY (1989)
 PK0178
 PK0178                         *CURRENT SURVEY CONTROL
 PK0178  ___________________________________________________________________
 PK0178* NAD 83(1986)-  44 16 20.     (N)    083 30 42.     (W)     SCALED    
 PK0178* NAVD 88     -       180.143  (meters)     591.02   (feet)  ADJUSTED  
 PK0178  ___________________________________________________________________
 PK0178  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0178  DYNAMIC HT  -         180.119 (meters)     590.94  (feet)  COMP
 PK0178  MODELED GRAV-     980,484.6   (mgal)                       NAVD 88
 PK0178
 PK0178  VERT ORDER  -  FIRST     CLASS II
 PK0178
 PK0178.The horizontal coordinates were scaled from a topographic map and have
 PK0178.an estimated accuracy of +/- 6 seconds.
 PK0178
 PK0178.The orthometric height was determined by differential leveling
 PK0178.and adjusted by the National Geodetic Survey in June 1991..
 PK0178
 PK0178.The geoid height was determined by GEOID03.
 PK0178
 PK0178.The dynamic height is computed by dividing the NAVD 88
 PK0178.geopotential number by the normal gravity value computed on the
 PK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0178.degrees latitude (g = 980.6199 gals.).
 PK0178
 PK0178.The modeled gravity was interpolated from observed gravity values.
 PK0178
 PK0178;                    North         East    Units  Estimated Accuracy
 PK0178;SPC MI C     -   106,540.    6,068,260.      MT  (+/- 180 meters Scaled)
 PK0178
 PK0178                          SUPERSEDED SURVEY CONTROL
 PK0178
 PK0178.No superseded survey control is available for this station.
 PK0178
 PK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK995051(NAD 83)
 PK0178_MARKER: I = METAL ROD
 PK0178_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0178_SP_SET: STAINLESS STEEL ROD
 PK0178_STAMPING: D 304 1983
 PK0178_MARK LOGO: NGS   
 PK0178_PROJECTION: FLUSH
 PK0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0178_ROD/PIPE-DEPTH: 12.2 meters
 PK0178
 PK0178  HISTORY     - Date     Condition        Report By
 PK0178  HISTORY     - 1983     MONUMENTED       NGS
 PK0178  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 PK0178
 PK0178                          STATION DESCRIPTION
 PK0178
 PK0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0178'IN TAWAS CITY.
 PK0178'IN TAWAS CITY, 1.0 KM (0.65 MI) NORTH ALONG LAKE STREET FROM THE POST
 PK0178'OFFICE TO THE MARK ON THE LEFT, 11.70 METERS (38.4 FT) NORTHWEST OF
 PK0178'THE CENTERLINE OF LAKE STREET, 17.55 METERS (57.6 FT) EAST OF THE
 PK0178'NORTHEAST CORNER OF A TWO LEVEL WOOD HOUSE, 5.85 METERS (19.2 FT)
 PK0178'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL BUILDING (TAWAS
 PK0178'HARDWARE), AND 10.21 METERS (33.5 FT) SOUTHWEST OF THE EAST BRACE POST
 PK0178'OF THE TAWAS HARDWARE SIGN.
 PK0178'THE MARK IS 0.91 METERS  NE FROM A WITNESS POST.
 PK0178'THE MARK IS 0.30 M ABOVE LAKE STREET.
 PK0178
 PK0178                          STATION RECOVERY (2005)
 PK0178
 PK0178'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0178'ADDITION TO THE ABOVE DESCRIPTION.
 PK0178'ENTRANCE DRIVE AND APRON FROM U.S. HIGWAY 23 HAS BEEN EXPANDED AND
 PK0178'COVERED BY ASPHALT.
 PK0178'NO WITNESS POST REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0153 ***********************************************************************
 PK0153  DESIGNATION -  D 305
 PK0153  PID         -  PK0153
 PK0153  STATE/COUNTY-  MI/ARENAC
 PK0153  USGS QUAD   -  OMER (1968)
 PK0153
 PK0153                         *CURRENT SURVEY CONTROL
 PK0153  ___________________________________________________________________
 PK0153* NAD 83(1986)-  44 06 47.     (N)    083 47 14.     (W)     SCALED    
 PK0153* NAVD 88     -       189.183  (meters)     620.68   (feet)  ADJUSTED  
 PK0153  ___________________________________________________________________
 PK0153  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 PK0153  DYNAMIC HT  -         189.154 (meters)     620.58  (feet)  COMP
 PK0153  MODELED GRAV-     980,457.6   (mgal)                       NAVD 88
 PK0153
 PK0153  VERT ORDER  -  FIRST     CLASS II
 PK0153
 PK0153.The horizontal coordinates were scaled from a topographic map and have
 PK0153.an estimated accuracy of +/- 6 seconds.
 PK0153
 PK0153.The orthometric height was determined by differential leveling
 PK0153.and adjusted by the National Geodetic Survey in June 1991..
 PK0153
 PK0153.The geoid height was determined by GEOID03.
 PK0153
 PK0153.The dynamic height is computed by dividing the NAVD 88
 PK0153.geopotential number by the normal gravity value computed on the
 PK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0153.degrees latitude (g = 980.6199 gals.).
 PK0153
 PK0153.The modeled gravity was interpolated from observed gravity values.
 PK0153
 PK0153;                    North         East    Units  Estimated Accuracy
 PK0153;SPC MI C     -    88,660.    6,046,390.      MT  (+/- 180 meters Scaled)
 PK0153
 PK0153                          SUPERSEDED SURVEY CONTROL
 PK0153
 PK0153.No superseded survey control is available for this station.
 PK0153
 PK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ769882(NAD 83)
 PK0153_MARKER: I = METAL ROD
 PK0153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0153_SP_SET: STAINLESS STEEL ROD
 PK0153_STAMPING: D 305 1983
 PK0153_MARK LOGO: NGS   
 PK0153_PROJECTION: FLUSH
 PK0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0153+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 PK0153_ROD/PIPE-DEPTH: 4.11 meters
 PK0153
 PK0153  HISTORY     - Date     Condition        Report By
 PK0153  HISTORY     - 1983     MONUMENTED       NGS
 PK0153  HISTORY     - 20010811 GOOD             USPSQD
 PK0153
 PK0153                          STATION DESCRIPTION
 PK0153
 PK0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0153'1.6 KM (1.0 MI) EAST FROM TWINING.
 PK0153'1.6 KM (1.0 MI) EAST ALONG TWINING ROAD FROM THE JUNCTION OF STATE
 PK0153'HIGHWAY 65 IN TWINING, AT THE JUNCTION OF CRAWFORD ROAD, IN THE
 PK0153'NORTHEAST ANGLE OF THE INTERSECTION, 26.12 METERS (85.7 FT) NORTH OF
 PK0153'THE CENTERLINE OF TWINING ROAD, 9.85 METERS (32.3 FT) EAST OF THE
 PK0153'APPROXIMATE CENTER OF CRAWFORD ROAD, 12.95 METERS (42.5 FT) NORTHWEST
 PK0153'OF POWERLINE POLE NUMBER CP-6-35, AND 0.52 METER (1.7 FT) EAST OF
 PK0153'TELEPHONE JUNCTION BOX NUMBER 3110-1.
 PK0153'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 PK0153'THE MARK IS ABOVE LEVEL WITH CRAWFORD ROAD.
 PK0153
 PK0153                          STATION RECOVERY (2001)
 PK0153
 PK0153'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0167 ***********************************************************************
 QJ0167  DESIGNATION -  D 306
 QJ0167  PID         -  QJ0167
 QJ0167  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0167  USGS QUAD   -  METZ (1971)
 QJ0167
 QJ0167                         *CURRENT SURVEY CONTROL
 QJ0167  ___________________________________________________________________
 QJ0167* NAD 83(1986)-  45 22 03.     (N)    083 46 40.     (W)     SCALED    
 QJ0167* NAVD 88     -       226.232  (meters)     742.23   (feet)  ADJUSTED  
 QJ0167  ___________________________________________________________________
 QJ0167  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0167  DYNAMIC HT  -         226.220 (meters)     742.19  (feet)  COMP
 QJ0167  MODELED GRAV-     980,554.1   (mgal)                       NAVD 88
 QJ0167
 QJ0167  VERT ORDER  -  FIRST     CLASS II
 QJ0167
 QJ0167.The horizontal coordinates were scaled from a topographic map and have
 QJ0167.an estimated accuracy of +/- 6 seconds.
 QJ0167
 QJ0167.The orthometric height was determined by differential leveling
 QJ0167.and adjusted by the National Geodetic Survey in June 1991..
 QJ0167
 QJ0167.The geoid height was determined by GEOID03.
 QJ0167
 QJ0167.The dynamic height is computed by dividing the NAVD 88
 QJ0167.geopotential number by the normal gravity value computed on the
 QJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0167.degrees latitude (g = 980.6199 gals.).
 QJ0167
 QJ0167.The modeled gravity was interpolated from observed gravity values.
 QJ0167
 QJ0167;                    North         East    Units  Estimated Accuracy
 QJ0167;SPC MI C     -   228,060.    6,046,130.      MT  (+/- 180 meters Scaled)
 QJ0167
 QJ0167                          SUPERSEDED SURVEY CONTROL
 QJ0167
 QJ0167.No superseded survey control is available for this station.
 QJ0167
 QJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL824275(NAD 83)
 QJ0167_MARKER: I = METAL ROD
 QJ0167_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0167_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0167_STAMPING: D 306 1983
 QJ0167_MARK LOGO: NGS   
 QJ0167_PROJECTION: RECESSED 4 CENTIMETERS
 QJ0167_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0167+STABILITY: POSITION/ELEVATION WELL
 QJ0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0167+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 QJ0167_ROD/PIPE-DEPTH: 18.1 meters
 QJ0167_SLEEVE-DEPTH  : 4.20 meters
 QJ0167
 QJ0167  HISTORY     - Date     Condition        Report By
 QJ0167  HISTORY     - 1983     MONUMENTED       NGS
 QJ0167  HISTORY     - 20030811 GOOD             USPSQD
 QJ0167  HISTORY     - 20040812 GOOD             USPSQD
 QJ0167
 QJ0167                          STATION DESCRIPTION
 QJ0167
 QJ0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0167'7.3 KM (4.55 MI) SE FROM ROGERS CITY.
 QJ0167'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND U.S. HIGHWAY 23
 QJ0167'BUSINESS FROM THE POST OFFICE IN ROGERS CITY, THENCE 2.4 KM (1.5 MI)
 QJ0167'SOUTHEAST ALONG U.S. HIGHWAY 23, SET BY GARY BRICK PILLARS SUPPORTING
 QJ0167'THE GATE AT THE MAIN ENTRANCE TO THE MOUNT CALVERY CEMETERY,
 QJ0167'34.13 METERS (112.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0167'4.57 METERS (15.0 FT) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD,
 QJ0167'2.13 METERS (7.0 FT) EAST OF THE NORTHEAST CORNER OF THE BRICK PILLAR
 QJ0167'ON THE SOUTHEAST SIDE OF THE GRAVEL ROAD, AND 1.52 METERS (5.0 FT)
 QJ0167'NORTHEAST OF THE NORTHEAST FACE OF THE PILLAR.
 QJ0167'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0167
 QJ0167                          STATION RECOVERY (2003)
 QJ0167
 QJ0167'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0167'GRAVEL ROAD HAS BEEN ASHPHALT PAVED.
 QJ0167
 QJ0167                          STATION RECOVERY (2004)
 QJ0167
 QJ0167'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0217 ***********************************************************************
 PK0217  DESIGNATION -  D 307
 PK0217  PID         -  PK0217
 PK0217  STATE/COUNTY-  MI/ALCONA
 PK0217  USGS QUAD   -  GREENBUSH (1989)
 PK0217
 PK0217                         *CURRENT SURVEY CONTROL
 PK0217  ___________________________________________________________________
 PK0217* NAD 83(1986)-  44 31 40.     (N)    083 18 54.     (W)     SCALED    
 PK0217* NAVD 88     -       179.716  (meters)     589.62   (feet)  ADJUSTED  
 PK0217  ___________________________________________________________________
 PK0217  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 PK0217  DYNAMIC HT  -         179.698 (meters)     589.56  (feet)  COMP
 PK0217  MODELED GRAV-     980,510.7   (mgal)                       NAVD 88
 PK0217
 PK0217  VERT ORDER  -  FIRST     CLASS II
 PK0217
 PK0217.The horizontal coordinates were scaled from a topographic map and have
 PK0217.an estimated accuracy of +/- 6 seconds.
 PK0217
 PK0217.The orthometric height was determined by differential leveling
 PK0217.and adjusted by the National Geodetic Survey in June 1991..
 PK0217
 PK0217.The geoid height was determined by GEOID03.
 PK0217
 PK0217.The dynamic height is computed by dividing the NAVD 88
 PK0217.geopotential number by the normal gravity value computed on the
 PK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0217.degrees latitude (g = 980.6199 gals.).
 PK0217
 PK0217.The modeled gravity was interpolated from observed gravity values.
 PK0217
 PK0217;                    North         East    Units  Estimated Accuracy
 PK0217;SPC MI C     -   135,120.    6,083,590.      MT  (+/- 180 meters Scaled)
 PK0217
 PK0217                          SUPERSEDED SURVEY CONTROL
 PK0217
 PK0217.No superseded survey control is available for this station.
 PK0217
 PK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK160331(NAD 83)
 PK0217_MARKER: I = METAL ROD
 PK0217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0217_SP_SET: STAINLESS STEEL ROD
 PK0217_STAMPING: D 307 1983
 PK0217_MARK LOGO: NGS   
 PK0217_PROJECTION: RECESSED 3 CENTIMETERS
 PK0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0217+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0217_ROD/PIPE-DEPTH: 12.2 meters
 PK0217
 PK0217  HISTORY     - Date     Condition        Report By
 PK0217  HISTORY     - 1983     MONUMENTED       NGS
 PK0217  HISTORY     - 19960511 GOOD             USPSQD
 PK0217  HISTORY     - 20050731 GOOD             USPSQD
 PK0217
 PK0217                          STATION DESCRIPTION
 PK0217
 PK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0217'12.4 KM (7.7 MI) NORTH FROM OSCODA.
 PK0217'12.4 KM (7.7 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0217'RIVER ROAD IN OSCODA TO THE MARK ON THE RIGHT, AT HOUSE NUMBER 4497,
 PK0217'ALSO 7.1 KM (4.4 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE
 PK0217'IN GREENBUSH, 25.75 METERS (84.5 FT) EAST OF THE CENTERLINE OF THE
 PK0217'HIGHWAY, 15.84 METERS (52.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE
 PK0217'SOUTH DRIVE TO A RESORT, 11.95 METERS (39.2 FT) SOUTH OF THE
 PK0217'APPROXIMATE CENTER OF THE NORTH DRIVE TO A RESORT, 8.38 METERS
 PK0217'(27.5 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING AND
 PK0217'RESIDENCE TO THE SAN DOO RESORT, AND 7.95 METERS (26.1 FT) SOUTHWEST
 PK0217'OF THE NORTHWEST CORNER OF THE OFFICE BUILDING AND RESIDENCE FOR THE
 PK0217'SAN DOO RESORT (TWO LEVEL HOUSE).
 PK0217'THE MARK IS 0.30 M ABOVE HIGHWAY.
 PK0217
 PK0217                          STATION RECOVERY (1996)
 PK0217
 PK0217'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0217'RECOVERED IN GOOD CONDITION.
 PK0217
 PK0217                          STATION RECOVERY (2005)
 PK0217
 PK0217'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0217'RESORT MENTIONED IN THE DESCRIPTION IS NOW STEFAN'S R AND R RESORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0135 ***********************************************************************
 QJ0135  DESIGNATION -  D 308
 QJ0135  PID         -  QJ0135
 QJ0135  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0135  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0135
 QJ0135                         *CURRENT SURVEY CONTROL
 QJ0135  ___________________________________________________________________
 QJ0135* NAD 83(1986)-  45 19 52.     (N)    083 34 29.     (W)     SCALED    
 QJ0135* NAVD 88     -       186.413  (meters)     611.59   (feet)  ADJUSTED  
 QJ0135  ___________________________________________________________________
 QJ0135  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 QJ0135  DYNAMIC HT  -         186.403 (meters)     611.56  (feet)  COMP
 QJ0135  MODELED GRAV-     980,559.2   (mgal)                       NAVD 88
 QJ0135
 QJ0135  VERT ORDER  -  FIRST     CLASS II
 QJ0135
 QJ0135.The horizontal coordinates were scaled from a topographic map and have
 QJ0135.an estimated accuracy of +/- 6 seconds.
 QJ0135
 QJ0135.The orthometric height was determined by differential leveling
 QJ0135.and adjusted by the National Geodetic Survey in June 1991..
 QJ0135
 QJ0135.The geoid height was determined by GEOID03.
 QJ0135
 QJ0135.The dynamic height is computed by dividing the NAVD 88
 QJ0135.geopotential number by the normal gravity value computed on the
 QJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0135.degrees latitude (g = 980.6199 gals.).
 QJ0135
 QJ0135.The modeled gravity was interpolated from observed gravity values.
 QJ0135
 QJ0135;                    North         East    Units  Estimated Accuracy
 QJ0135;SPC MI C     -   224,150.    6,062,080.      MT  (+/- 180 meters Scaled)
 QJ0135
 QJ0135                          SUPERSEDED SURVEY CONTROL
 QJ0135
 QJ0135.No superseded survey control is available for this station.
 QJ0135
 QJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL982229(NAD 83)
 QJ0135_MARKER: I = METAL ROD
 QJ0135_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0135_SP_SET: STAINLESS STEEL ROD
 QJ0135_STAMPING: D 308 1983
 QJ0135_MARK LOGO: NGS   
 QJ0135_PROJECTION: RECESSED 3 CENTIMETERS
 QJ0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0135_ROD/PIPE-DEPTH: 10.8 meters
 QJ0135
 QJ0135  HISTORY     - Date     Condition        Report By
 QJ0135  HISTORY     - 1983     MONUMENTED       NGS
 QJ0135
 QJ0135                          STATION DESCRIPTION
 QJ0135
 QJ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0135'24.0 KM (14.95 MI) SE FROM ROGERS CITY.
 QJ0135'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0135'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0135'SOUTHEAST ALONG U.S. HIGHWAY 23 AT THE JUNCTION OF E 638 HIGHWAY
 QJ0135'LEADING EAST TO PRESQUE ISLE HARBOR, 33.98 METERS (111.5 FT) NORTHEAST
 QJ0135'OF THE CENTERLINE OF HIGHWAY 23, 23.77 METERS (78.0FT) SOUTHEAST OF
 QJ0135'THE CENTERLINE OF HIGHWAY E 638, 20.11 METERS (66.0 FT) EAST OF A
 QJ0135'POWERLINE POLE NUMBERED GL 44014 A WITH A STREET LIGHT AND A TELEPHONE
 QJ0135'ATTACHED, AND JUNCTION BOX AT THE BASE, 6.61 METERS (21.7 FT) SOUTH OF
 QJ0135'A GUY WIRE ANCHOR TO POLE NUMBERED GL 44014, AND 0.79 METER (2.6 FT)
 QJ0135'NORTH OF POLE NUMBERED GL 44014 WITH A TRANSFORMER ATTACHED.  NOTE,
 QJ0135'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0135'THE MARK IS 1.2 M BELOW HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0248 ***********************************************************************
 PK0248  DESIGNATION -  D 309
 PK0248  PID         -  PK0248
 PK0248  STATE/COUNTY-  MI/ALCONA
 PK0248  USGS QUAD   -  BLACK RIVER (1971)
 PK0248
 PK0248                         *CURRENT SURVEY CONTROL
 PK0248  ___________________________________________________________________
 PK0248* NAD 83(1986)-  44 48 53.     (N)    083 21 16.     (W)     SCALED    
 PK0248* NAVD 88     -       208.557  (meters)     684.24   (feet)  ADJUSTED  
 PK0248  ___________________________________________________________________
 PK0248  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PK0248  DYNAMIC HT  -         208.539 (meters)     684.18  (feet)  COMP
 PK0248  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PK0248  OBS GRAVITY -     980,523.8   (mgal)                       GRAV_OBS
 PK0248
 PK0248  VERT ORDER  -  FIRST     CLASS II
 PK0248
 PK0248.The horizontal coordinates were scaled from a topographic map and have
 PK0248.an estimated accuracy of +/- 6 seconds.
 PK0248
 PK0248.The orthometric height was determined by differential leveling
 PK0248.and adjusted by the National Geodetic Survey in June 1991..
 PK0248
 PK0248.The geoid height was determined by GEOID03.
 PK0248
 PK0248.The dynamic height is computed by dividing the NAVD 88
 PK0248.geopotential number by the normal gravity value computed on the
 PK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0248.degrees latitude (g = 980.6199 gals.).
 PK0248
 PK0248.The modeled gravity was interpolated from observed gravity values.
 PK0248.The observed gravity was obtained from relative gravimeter ties
 PK0248.to the IGSN71 gravity network.
 PK0248
 PK0248;                    North         East    Units  Estimated Accuracy
 PK0248;SPC MI C     -   166,960.    6,080,060.      MT  (+/- 180 meters Scaled)
 PK0248
 PK0248                          SUPERSEDED SURVEY CONTROL
 PK0248
 PK0248.No superseded survey control is available for this station.
 PK0248
 PK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK138650(NAD 83)
 PK0248_MARKER: I = METAL ROD
 PK0248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0248_SP_SET: STAINLESS STEEL ROD
 PK0248_STAMPING: D 309 1983
 PK0248_MARK LOGO: NGS   
 PK0248_PROJECTION: FLUSH
 PK0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0248+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0248_ROD/PIPE-DEPTH: 9.75 meters
 PK0248
 PK0248  HISTORY     - Date     Condition        Report By
 PK0248  HISTORY     - 1983     MONUMENTED       NGS
 PK0248  HISTORY     - 19960511 GOOD             USPSQD
 PK0248  HISTORY     - 20050829 GOOD             USPSQD
 PK0248
 PK0248                          STATION DESCRIPTION
 PK0248
 PK0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0248'19.4 KM (12.05 MI) NORT FROM HARRISVILLE.
 PK0248'19.1 KM (11.85 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0248'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE, THENCE 0.3 KM (0.2 MI)
 PK0248'EAST ALONG BLACK RIVER ROAD TO THE MARK ON THE RIGHT, 13.96 METERS
 PK0248'(45.8 FT) SOUTH OF THE CENTERLINE OF BLACK RIVER ROAD, 85.37 METERS
 PK0248'(280.1 FT) WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY TO HOUSE
 PK0248'NUMBER 4257 ON THE NORTH SIDE OF THE ROAD, AND 1.06 METERS (3.5 FT)
 PK0248'WEST OF A FENCE POST IN A NORTH-SOUTH FENCE LINE.
 PK0248'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 PK0248'THE MARK IS 0.76 M ABOVE BLACK RIVER ROAD.
 PK0248
 PK0248                          STATION RECOVERY (1996)
 PK0248
 PK0248'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0248'RECOVERED IN GOOD CONDITION.
 PK0248
 PK0248                          STATION RECOVERY (2005)
 PK0248
 PK0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0350 ***********************************************************************
 OJ0350  DESIGNATION -  D 31
 OJ0350  PID         -  OJ0350
 OJ0350  STATE/COUNTY-  MI/TUSCOLA
 OJ0350  USGS QUAD   -  VASSAR (1973)
 OJ0350
 OJ0350                         *CURRENT SURVEY CONTROL
 OJ0350  ___________________________________________________________________
 OJ0350* NAD 83(1986)-  43 22 09.     (N)    083 34 31.     (W)     SCALED    
 OJ0350* NAVD 88     -       197.381  (meters)     647.57   (feet)  ADJUSTED  
 OJ0350  ___________________________________________________________________
 OJ0350  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OJ0350  DYNAMIC HT  -         197.339 (meters)     647.44  (feet)  COMP
 OJ0350  MODELED GRAV-     980,403.7   (mgal)                       NAVD 88
 OJ0350  OBS GRAVITY -     980,408.5   (mgal)                       GRAV_OBS
 OJ0350
 OJ0350  VERT ORDER  -  FIRST     CLASS II
 OJ0350
 OJ0350.The horizontal coordinates were scaled from a topographic map and have
 OJ0350.an estimated accuracy of +/- 6 seconds.
 OJ0350
 OJ0350.The orthometric height was determined by differential leveling
 OJ0350.and adjusted by the National Geodetic Survey in June 1991..
 OJ0350
 OJ0350.The geoid height was determined by GEOID03.
 OJ0350
 OJ0350.The dynamic height is computed by dividing the NAVD 88
 OJ0350.geopotential number by the normal gravity value computed on the
 OJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0350.degrees latitude (g = 980.6199 gals.).
 OJ0350
 OJ0350.The modeled gravity was interpolated from observed gravity values.
 OJ0350.The observed gravity was obtained from relative gravimeter ties
 OJ0350.to the IGSN71 gravity network.
 OJ0350
 OJ0350;                    North         East    Units  Estimated Accuracy
 OJ0350;SPC MI S     -   207,930.    4,064,140.      MT  (+/- 180 meters Scaled)
 OJ0350
 OJ0350                          SUPERSEDED SURVEY CONTROL
 OJ0350
 OJ0350  NGVD 29 (??/??/92)  197.540  (m)          648.10   (f) ADJ UNCH    1 2
 OJ0350
 OJ0350.Superseded values are not recommended for survey control.
 OJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0350.See file dsdata.txt to determine how the superseded data were derived.
 OJ0350
 OJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ913050(NAD 83)
 OJ0350_MARKER: DB = BENCH MARK DISK
 OJ0350_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0350_SP_SET: SILL
 OJ0350_STAMPING: 648.096 D 31 1930
 OJ0350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0350
 OJ0350  HISTORY     - Date     Condition        Report By
 OJ0350  HISTORY     - 1930     MONUMENTED       CGS
 OJ0350  HISTORY     - 1934     GOOD             NGS
 OJ0350  HISTORY     - 19990529 GOOD             USPSQD
 OJ0350
 OJ0350                          STATION DESCRIPTION
 OJ0350
 OJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0350'AT VASSAR.
 OJ0350'AT VASSAR, TUSCOLA COUNTY, ON THE MICHIGAN CENTRAL RAILROAD
 OJ0350'AT THE SOUTHEAST CORNER OF THE STATION, IN THE WINDOW SILL
 OJ0350'OF THE TICKET OFFICE, AND 3.7 FEET ABOVE THE BRICK PLATFORM.
 OJ0350'A STANDARD DISK, STAMPED 648.096 D 31 1930.
 OJ0350
 OJ0350                          STATION RECOVERY (1999)
 OJ0350
 OJ0350'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0106 ***********************************************************************
 QJ0106  DESIGNATION -  D 310
 QJ0106  PID         -  QJ0106
 QJ0106  STATE/COUNTY-  MI/ALPENA
 QJ0106  USGS QUAD   -  ALPENA (1971)
 QJ0106
 QJ0106                         *CURRENT SURVEY CONTROL
 QJ0106  ___________________________________________________________________
 QJ0106* NAD 83(1986)-  45 04 29.     (N)    083 26 54.     (W)     SCALED    
 QJ0106* NAVD 88     -       185.461  (meters)     608.47   (feet)  ADJUSTED  
 QJ0106  ___________________________________________________________________
 QJ0106  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 QJ0106  DYNAMIC HT  -         185.448 (meters)     608.42  (feet)  COMP
 QJ0106  MODELED GRAV-     980,543.5   (mgal)                       NAVD 88
 QJ0106
 QJ0106  VERT ORDER  -  FIRST     CLASS II
 QJ0106
 QJ0106.The horizontal coordinates were scaled from a topographic map and have
 QJ0106.an estimated accuracy of +/- 6 seconds.
 QJ0106
 QJ0106.The orthometric height was determined by differential leveling
 QJ0106.and adjusted by the National Geodetic Survey in June 1991..
 QJ0106
 QJ0106.The geoid height was determined by GEOID03.
 QJ0106
 QJ0106.The dynamic height is computed by dividing the NAVD 88
 QJ0106.geopotential number by the normal gravity value computed on the
 QJ0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0106.degrees latitude (g = 980.6199 gals.).
 QJ0106
 QJ0106.The modeled gravity was interpolated from observed gravity values.
 QJ0106
 QJ0106;                    North         East    Units  Estimated Accuracy
 QJ0106;SPC MI C     -   195,770.    6,072,310.      MT  (+/- 180 meters Scaled)
 QJ0106
 QJ0106                          SUPERSEDED SURVEY CONTROL
 QJ0106
 QJ0106.No superseded survey control is available for this station.
 QJ0106
 QJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK072941(NAD 83)
 QJ0106_MARKER: DB = BENCH MARK DISK
 QJ0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0106_SP_SET: BRIDGE ABUTMENT
 QJ0106_STAMPING: D 310 1983
 QJ0106_MARK LOGO: NGS   
 QJ0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0106
 QJ0106  HISTORY     - Date     Condition        Report By
 QJ0106  HISTORY     - 1983     MONUMENTED       NGS
 QJ0106  HISTORY     - 19990515 GOOD             USPSQD
 QJ0106
 QJ0106                          STATION DESCRIPTION
 QJ0106
 QJ0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0106'IN ALPENA.
 QJ0106'IN ALPENA, SET IN THE SOUTHEAST ABUTMENT OF THE THUNDER BAY RIVER
 QJ0106'BRIDGE, 0.9 KM (0.55 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE
 QJ0106'COURTHOUSE, 8.17 METERS (26.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 QJ0106'HIGHWAY, 24.90 METERS (81.7 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A
 QJ0106'LARGE BRICK BUILDING (ELIAS BIG BOY RESTAURANT), AND 1.13 METERS
 QJ0106'(3.7 FT) NORTH OF THE SOUTH END OF THE BRIDGE.
 QJ0106'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0106
 QJ0106                          STATION RECOVERY (1999)
 QJ0106
 QJ0106'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0448 ***********************************************************************
 QK0448  DESIGNATION -  D 311
 QK0448  PID         -  QK0448
 QK0448  STATE/COUNTY-  MI/EMMET
 QK0448  USGS QUAD   -  DEADMANS HILL (1986)
 QK0448
 QK0448                         *CURRENT SURVEY CONTROL
 QK0448  ___________________________________________________________________
 QK0448* NAD 83(1986)-  45 22 04.     (N)    084 59 53.     (W)     SCALED    
 QK0448* NAVD 88     -       205.324  (meters)     673.63   (feet)  ADJUSTED  
 QK0448  ___________________________________________________________________
 QK0448  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QK0448  DYNAMIC HT  -         205.317 (meters)     673.61  (feet)  COMP
 QK0448  MODELED GRAV-     980,577.0   (mgal)                       NAVD 88
 QK0448
 QK0448  VERT ORDER  -  FIRST     CLASS II
 QK0448
 QK0448.The horizontal coordinates were scaled from a topographic map and have
 QK0448.an estimated accuracy of +/- 6 seconds.
 QK0448
 QK0448.The orthometric height was determined by differential leveling
 QK0448.and adjusted by the National Geodetic Survey in June 1991..
 QK0448
 QK0448.The geoid height was determined by GEOID03.
 QK0448
 QK0448.The dynamic height is computed by dividing the NAVD 88
 QK0448.geopotential number by the normal gravity value computed on the
 QK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0448.degrees latitude (g = 980.6199 gals.).
 QK0448
 QK0448.The modeled gravity was interpolated from observed gravity values.
 QK0448
 QK0448;                    North         East    Units  Estimated Accuracy
 QK0448;SPC MI C     -   228,110.    5,950,540.      MT  (+/- 180 meters Scaled)
 QK0448
 QK0448                          SUPERSEDED SURVEY CONTROL
 QK0448
 QK0448.No superseded survey control is available for this station.
 QK0448
 QK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR567257(NAD 83)
 QK0448_MARKER: I = METAL ROD
 QK0448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0448_SP_SET: STAINLESS STEEL ROD
 QK0448_STAMPING: D 311 1984
 QK0448_MARK LOGO: NGS   
 QK0448_PROJECTION: FLUSH
 QK0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0448_ROD/PIPE-DEPTH: 5.1  meters
 QK0448
 QK0448  HISTORY     - Date     Condition        Report By
 QK0448  HISTORY     - 1984     MONUMENTED       NGS
 QK0448  HISTORY     - 20010124 MARK NOT FOUND   USPSQD
 QK0448  HISTORY     - 20011124 MARK NOT FOUND   USPSQD
 QK0448
 QK0448                          STATION DESCRIPTION
 QK0448
 QK0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0448'2.0 KM (1.3 MI) SW FROM PETOSKEY.
 QK0448'2.0 KM (1.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0448'U.S. HIGHWAY 131 IN PETOSKEY, 19.8 METERS (65.0 FT) NORTH OF THE
 QK0448'CENTERLINE OF THE HIGHWAY, 40.2 METERS (132.0 FT) EAST OF THE EXTENDED
 QK0448'CENTERLINE OF A PAVED ROAD LEADING SOUTH (RESORT PIKE), 12.2 METERS
 QK0448'(40.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME SCHOOL
 QK0448'BUILDING, 6.5 METERS (4.5 FT) WEST OF THE CENTERLINE OF THE GRAVEL
 QK0448'ROAD LEADING NORTH DOWNHILL, AND 1.5 METERS (5.0 FT) NORTH OF A
 QK0448'POWERLINE POLE WITH A TRANSFORMER AND GUY WIRE ATTACHED.
 QK0448'THE MARK IS 1.5 METERS  N FROM A WITNESS POST.
 QK0448'THE MARK IS 1.0 M BELOW CENTERLINE OF HIGHWAY.
 QK0448
 QK0448                          STATION RECOVERY (2001)
 QK0448
 QK0448'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0448'MARK NOT FOUND.
 QK0448
 QK0448                          STATION RECOVERY (2001)
 QK0448
 QK0448'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0448'FOUND WITNESS POST AS DESCRIBED.  THE SCHOOL BUILDING IS NOW A RETAIL
 QK0448'ART/ANTIQUE PLACE CALLED JOSEPH'S WORLD.  BUILDING HAS A BELL TOWER,
 QK0448'BUT BELL IS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0479 ***********************************************************************
 QK0479  DESIGNATION -  D 312
 QK0479  PID         -  QK0479
 QK0479  STATE/COUNTY-  MI/ANTRIM
 QK0479  USGS QUAD   -  
 QK0479
 QK0479                         *CURRENT SURVEY CONTROL
 QK0479  ___________________________________________________________________
 QK0479* NAD 83(1986)-  45 12 03.     (N)    085 20 47.     (W)     SCALED    
 QK0479* NAVD 88     -       252.184  (meters)     827.37   (feet)  ADJUSTED  
 QK0479  ___________________________________________________________________
 QK0479  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 QK0479  DYNAMIC HT  -         252.180 (meters)     827.36  (feet)  COMP
 QK0479  MODELED GRAV-     980,593.8   (mgal)                       NAVD 88
 QK0479
 QK0479  VERT ORDER  -  FIRST     CLASS II
 QK0479
 QK0479.The horizontal coordinates were scaled from a topographic map and have
 QK0479.an estimated accuracy of +/- 6 seconds.
 QK0479
 QK0479.The orthometric height was determined by differential leveling
 QK0479.and adjusted by the National Geodetic Survey in June 1991..
 QK0479
 QK0479.The geoid height was determined by GEOID03.
 QK0479
 QK0479.The dynamic height is computed by dividing the NAVD 88
 QK0479.geopotential number by the normal gravity value computed on the
 QK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0479.degrees latitude (g = 980.6199 gals.).
 QK0479
 QK0479.The modeled gravity was interpolated from observed gravity values.
 QK0479
 QK0479;                    North         East    Units  Estimated Accuracy
 QK0479;SPC MI C     -   209,830.    5,923,030.      MT  (+/- 180 meters Scaled)
 QK0479
 QK0479                          SUPERSEDED SURVEY CONTROL
 QK0479
 QK0479.No superseded survey control is available for this station.
 QK0479
 QK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR298065(NAD 83)
 QK0479_MARKER: I = METAL ROD
 QK0479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0479_SP_SET: STAINLESS STEEL ROD
 QK0479_STAMPING: D 312 1984
 QK0479_MARK LOGO: NGS   
 QK0479_PROJECTION: FLUSH
 QK0479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0479+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2001
 QK0479_ROD/PIPE-DEPTH: 10.3 meters
 QK0479
 QK0479  HISTORY     - Date     Condition        Report By
 QK0479  HISTORY     - 1984     MONUMENTED       NGS
 QK0479  HISTORY     - 19950528 GOOD             USPSQD
 QK0479  HISTORY     - 19991118 GOOD             USPSQD
 QK0479  HISTORY     - 20010524 GOOD             INDIV
 QK0479
 QK0479                          STATION DESCRIPTION
 QK0479
 QK0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0479'16.3 KM (10.2 MI) SOUTH FROM CHARLEVOIX.
 QK0479'16.3 KM (10.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0479'IN CHARLEVOIX, 70.7 METERS (232.0 FT) SOUTH OF THE CENTERLINE OF LORD
 QK0479'ROAD, 21.7 METERS (71.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 QK0479'0.9 METER (3.0 FT) NORTH OF A POWERLINE POLE NUMBERED EP1/117.
 QK0479'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 QK0479
 QK0479                          STATION RECOVERY (1995)
 QK0479
 QK0479'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0479'RECOVERED IN GOOD CONDITION.
 QK0479
 QK0479                          STATION RECOVERY (1999)
 QK0479
 QK0479'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0479'RECOVERED IN GOOD CONDITION.
 QK0479
 QK0479                          STATION RECOVERY (2001)
 QK0479
 QK0479'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0479'THE POWER POLE PUBLISHED AS EP1/117 IS NOW NUMBERED BA3-71.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0369 ***********************************************************************
 PL0369  DESIGNATION -  D 313
 PL0369  PID         -  PL0369
 PL0369  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0369  USGS QUAD   -  WALTON (1985)
 PL0369
 PL0369                         *CURRENT SURVEY CONTROL
 PL0369  ___________________________________________________________________
 PL0369* NAD 83(1986)-  44 50 40.     (N)    085 26 26.     (W)     SCALED    
 PL0369* NAVD 88     -       190.608  (meters)     625.35   (feet)  ADJUSTED  
 PL0369  ___________________________________________________________________
 PL0369  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 PL0369  DYNAMIC HT  -         190.595 (meters)     625.31  (feet)  COMP
 PL0369  MODELED GRAV-     980,545.0   (mgal)                       NAVD 88
 PL0369
 PL0369  VERT ORDER  -  FIRST     CLASS II
 PL0369
 PL0369.The horizontal coordinates were scaled from a topographic map and have
 PL0369.an estimated accuracy of +/- 6 seconds.
 PL0369
 PL0369.The orthometric height was determined by differential leveling
 PL0369.and adjusted by the National Geodetic Survey in June 1991..
 PL0369
 PL0369.The geoid height was determined by GEOID03.
 PL0369
 PL0369.The dynamic height is computed by dividing the NAVD 88
 PL0369.geopotential number by the normal gravity value computed on the
 PL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0369.degrees latitude (g = 980.6199 gals.).
 PL0369
 PL0369.The modeled gravity was interpolated from observed gravity values.
 PL0369
 PL0369;                    North         East    Units  Estimated Accuracy
 PL0369;SPC MI C     -   170,330.    5,915,110.      MT  (+/- 180 meters Scaled)
 PL0369
 PL0369                          SUPERSEDED SURVEY CONTROL
 PL0369
 PL0369.No superseded survey control is available for this station.
 PL0369
 PL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ232668(NAD 83)
 PL0369_MARKER: I = METAL ROD
 PL0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0369_SP_SET: STAINLESS STEEL ROD
 PL0369_STAMPING: D 313 1984
 PL0369_MARK LOGO: NGS   
 PL0369_PROJECTION: FLUSH
 PL0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0369+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 PL0369_ROD/PIPE-DEPTH: 7.0  meters
 PL0369
 PL0369  HISTORY     - Date     Condition        Report By
 PL0369  HISTORY     - 1984     MONUMENTED       NGS
 PL0369  HISTORY     - 20021010 GOOD             USPSQD
 PL0369  HISTORY     - 20021010 GOOD             USPSQD
 PL0369  HISTORY     - 20060410 GOOD             GEOCAC
 PL0369
 PL0369                          STATION DESCRIPTION
 PL0369
 PL0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0369'6.8 KM (4.3 MI) SW FROM ELK RAPIDS.
 PL0369'6.8 KM (4.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0369'RIVER STREET IN ELK RAPIDS, 0.64 KM (0.4 MI) WEST-SOUTHWEST OF BATES
 PL0369'ROAD SOUTH, 23.0 METERS (75.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 PL0369'HIGHWAY, 11.2 METERS (37.0 FT) SOUTHWEST OF A FIVE BY FIVE BY TWENTY
 PL0369'FOUR INCHES CONCRETE RIGHT-OF-WAY MARKER, AND 0.3 METER (1.0 FT)
 PL0369'SOUTHEAST OF A RIGHT-OF-WAY FENCE AT A WOODEN BRACED POST.
 PL0369'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 PL0369'THE MARK IS 1.2 M BELOW CENTERRLINE OF HIGHWAY.
 PL0369
 PL0369                          STATION RECOVERY (2002)
 PL0369
 PL0369'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0369'RECOVERED AS DESCRIBED.
 PL0369
 PL0369                          STATION RECOVERY (2002)
 PL0369
 PL0369'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0369'RECOVERED IN GOOD CONDITION.
 PL0369
 PL0369                          STATION RECOVERY (2006)
 PL0369
 PL0369'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0369'HH2 GPS  44 50 45.3 (N)  085 26 34.6 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0399 ***********************************************************************
 PL0399  DESIGNATION -  D 314
 PL0399  PID         -  PL0399
 PL0399  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0399  USGS QUAD   -  
 PL0399
 PL0399                         *CURRENT SURVEY CONTROL
 PL0399  ___________________________________________________________________
 PL0399* NAD 83(1986)-  44 39 55.     (N)    085 42 36.     (W)     SCALED    
 PL0399* NAVD 88     -       262.486  (meters)     861.17   (feet)  ADJUSTED  
 PL0399  ___________________________________________________________________
 PL0399  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 PL0399  DYNAMIC HT  -         262.459 (meters)     861.08  (feet)  COMP
 PL0399  MODELED GRAV-     980,506.4   (mgal)                       NAVD 88
 PL0399
 PL0399  VERT ORDER  -  FIRST     CLASS II
 PL0399
 PL0399.The horizontal coordinates were scaled from a topographic map and have
 PL0399.an estimated accuracy of +/- 6 seconds.
 PL0399
 PL0399.The orthometric height was determined by differential leveling
 PL0399.and adjusted by the National Geodetic Survey in June 1991..
 PL0399
 PL0399.The geoid height was determined by GEOID03.
 PL0399
 PL0399.The dynamic height is computed by dividing the NAVD 88
 PL0399.geopotential number by the normal gravity value computed on the
 PL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0399.degrees latitude (g = 980.6199 gals.).
 PL0399
 PL0399.The modeled gravity was interpolated from observed gravity values.
 PL0399
 PL0399;                    North         East    Units  Estimated Accuracy
 PL0399;SPC MI C     -   150,740.    5,893,480.      MT  (+/- 180 meters Scaled)
 PL0399
 PL0399                          SUPERSEDED SURVEY CONTROL
 PL0399
 PL0399.No superseded survey control is available for this station.
 PL0399
 PL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ022465(NAD 83)
 PL0399_MARKER: I = METAL ROD
 PL0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0399_SP_SET: STAINLESS STEEL ROD
 PL0399_STAMPING: D 314 1984
 PL0399_MARK LOGO: NGS   
 PL0399_PROJECTION: FLUSH
 PL0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0399_ROD/PIPE-DEPTH: 20.0 meters
 PL0399
 PL0399  HISTORY     - Date     Condition        Report By
 PL0399  HISTORY     - 1984     MONUMENTED       NGS
 PL0399  HISTORY     - 19971029 GOOD             USPSQD
 PL0399
 PL0399                          STATION DESCRIPTION
 PL0399
 PL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0399'4.66 KM (2.9 MI) WEST FROM CHUMS CORNER.
 PL0399'4.66 KM (2.9 MI) WEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF STATE
 PL0399'HIGHWAY M 37 AT CHUMS CORNER, ALSO 0.14 KM (0.9 MI) WEST ALONG U.S.
 PL0399'HIGHWAY 31 FROM THE T-JUNCTION OF STATE STREET LEADING SOUTH IN GRAWN,
 PL0399'18.04 METERS (59.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0399'97.53 METERS (320.0 FT) EAST OF THE CENTERLINE OF A PAVED ROAD LEADING
 PL0399'WEST, 20.42 METERS (67.0 FT) WEST OF A 30-INCH DIAMETER TREE,
 PL0399'10.66 METERS (35.0 FT) WEST OF A CORNER FENCE POST, AND 0.30 METERS
 PL0399'(1.0 FT) SOUTH OF A FENCE.
 PL0399'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PL0399'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 PL0399
 PL0399                          STATION RECOVERY (1997)
 PL0399
 PL0399'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0292 ***********************************************************************
 OL0292  DESIGNATION -  D 315
 OL0292  PID         -  OL0292
 OL0292  STATE/COUNTY-  MI/MASON
 OL0292  USGS QUAD   -  
 OL0292
 OL0292                         *CURRENT SURVEY CONTROL
 OL0292  ___________________________________________________________________
 OL0292* NAD 83(1986)-  43 57 20.     (N)    086 19 10.     (W)     SCALED    
 OL0292* NAVD 88     -       208.215  (meters)     683.12   (feet)  ADJUSTED  
 OL0292  ___________________________________________________________________
 OL0292  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 OL0292  DYNAMIC HT  -         208.179 (meters)     683.00  (feet)  COMP
 OL0292  MODELED GRAV-     980,443.9   (mgal)                       NAVD 88
 OL0292
 OL0292  VERT ORDER  -  FIRST     CLASS II
 OL0292
 OL0292.The horizontal coordinates were scaled from a topographic map and have
 OL0292.an estimated accuracy of +/- 6 seconds.
 OL0292
 OL0292.The orthometric height was determined by differential leveling
 OL0292.and adjusted by the National Geodetic Survey in June 1991..
 OL0292
 OL0292.The geoid height was determined by GEOID03.
 OL0292
 OL0292.The dynamic height is computed by dividing the NAVD 88
 OL0292.geopotential number by the normal gravity value computed on the
 OL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0292.degrees latitude (g = 980.6199 gals.).
 OL0292
 OL0292.The modeled gravity was interpolated from observed gravity values.
 OL0292
 OL0292;                    North         East    Units  Estimated Accuracy
 OL0292;SPC MI C     -    72,880.    5,843,260.      MT  (+/- 180 meters Scaled)
 OL0292
 OL0292                          SUPERSEDED SURVEY CONTROL
 OL0292
 OL0292.No superseded survey control is available for this station.
 OL0292
 OL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP546671(NAD 83)
 OL0292_MARKER: I = METAL ROD
 OL0292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0292_SP_SET: STAINLESS STEEL ROD
 OL0292_STAMPING: D 315 1984
 OL0292_MARK LOGO: NGS   
 OL0292_PROJECTION: RECESSED 3 CENTIMETERS
 OL0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0292_ROD/PIPE-DEPTH: 16.7 meters
 OL0292
 OL0292  HISTORY     - Date     Condition        Report By
 OL0292  HISTORY     - 1984     MONUMENTED       NGS
 OL0292  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 OL0292
 OL0292                          STATION DESCRIPTION
 OL0292
 OL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0292'3.6 KM (2.25 MI) WEST FROM SCOTTVILLE.
 OL0292'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0292'SCOTTVILLE, THENCE 3.2 KM (2.00 MI) WEST ALONG U.S. HIGHWAY 10, AT THE
 OL0292'INTERSECTION OF AMBER ROAD, 11.27 METERS (37.0 FT) NORTH OF THE
 OL0292'CENTERLINE OF THE HIGHWAY, 43.28 METERS (142.0 FT) WEST OF THE CENTER
 OL0292'OF AMBER ROAD, 0.91 METERS (3.0 FT) WEST OF A POWERLINE POLE AND
 OL0292'37.33 METERS (122.5 FT) NORTHEAST AND ACROSS THE HIGHWAY FROM A FIRE
 OL0292'HYDRANT.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED.
 OL0292'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 OL0292'THE MARK IS 0.30 M BELOW HIGHWAY.
 OL0292
 OL0292                          STATION RECOVERY (2003)
 OL0292
 OL0292'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 OL0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0336 ***********************************************************************
 OL0336  DESIGNATION -  D 316
 OL0336  PID         -  OL0336
 OL0336  STATE/COUNTY-  MI/OCEANA
 OL0336  USGS QUAD   -  
 OL0336
 OL0336                         *CURRENT SURVEY CONTROL
 OL0336  ___________________________________________________________________
 OL0336* NAD 83(1986)-  43 34 57.     (N)    086 22 06.     (W)     SCALED    
 OL0336* NAVD 88     -       228.673  (meters)     750.24   (feet)  ADJUSTED  
 OL0336  ___________________________________________________________________
 OL0336  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OL0336  DYNAMIC HT  -         228.629 (meters)     750.09  (feet)  COMP
 OL0336  MODELED GRAV-     980,419.5   (mgal)                       NAVD 88
 OL0336
 OL0336  VERT ORDER  -  FIRST     CLASS II
 OL0336
 OL0336.The horizontal coordinates were scaled from a topographic map and have
 OL0336.an estimated accuracy of +/- 6 seconds.
 OL0336
 OL0336.The orthometric height was determined by differential leveling
 OL0336.and adjusted by the National Geodetic Survey in June 1991..
 OL0336
 OL0336.The geoid height was determined by GEOID03.
 OL0336
 OL0336.The dynamic height is computed by dividing the NAVD 88
 OL0336.geopotential number by the normal gravity value computed on the
 OL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0336.degrees latitude (g = 980.6199 gals.).
 OL0336
 OL0336.The modeled gravity was interpolated from observed gravity values.
 OL0336
 OL0336;                    North         East    Units  Estimated Accuracy
 OL0336;SPC MI S     -   233,250.    3,838,350.      MT  (+/- 180 meters Scaled)
 OL0336
 OL0336                          SUPERSEDED SURVEY CONTROL
 OL0336
 OL0336.No superseded survey control is available for this station.
 OL0336
 OL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP509256(NAD 83)
 OL0336_MARKER: I = METAL ROD
 OL0336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0336_SP_SET: STAINLESS STEEL ROD
 OL0336_STAMPING: D 316 1984
 OL0336_MARK LOGO: NGS   
 OL0336_PROJECTION: FLUSH
 OL0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0336+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0336_ROD/PIPE-DEPTH: 7.31 meters
 OL0336
 OL0336  HISTORY     - Date     Condition        Report By
 OL0336  HISTORY     - 1984     MONUMENTED       NGS
 OL0336  HISTORY     - 19940820 GOOD             USPSQD
 OL0336  HISTORY     - 20010928 GOOD             USPSQD
 OL0336  HISTORY     - 20041009 GOOD             USPSQD
 OL0336
 OL0336                          STATION DESCRIPTION
 OL0336
 OL0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0336'2.9 KM (1.8 MI) SOUTH FROM SHELBY.
 OL0336'2.9 KM (1.8 MI) SOUTH ALONG STATE STREET (OCEANA HIGHWAY) FROM A FIVE
 OL0336'POINT INTERSECTION OF FIRST STREET WEST, MICHIGAN AVENUE, AND STATE
 OL0336'STREET IN SHELBY, 0.2 KM (0.1 MI) SOUTHEAST OF WATER ROAD LEADING
 OL0336'SOUTH, ALSO 3.5 KM (2.2 MI) NORTH-NORTHWEST ALONG OCEANA DRIVE FROM
 OL0336'THE POST OFFICE IN NEW ERA, 13.01 METERS (42.7 FT) SOUTHEAST OF THE
 OL0336'CENTERLINE OF STATE STREET (OCEANA HIGHWAY), 37.49 METERS (123.0 FT)
 OL0336'NORTH-NORTHEAST AND ACROSS THE HIGHWAY FROM A POWERLINE POLE WITH A
 OL0336'TRANSFORMER ATTACHED, 12.43 METERS (40.8 FT) NORTH OF A TELEPHONE
 OL0336'POLE, 13.95 METERS (45.8 FT) NORTH-NORTHWEST OF A CORNER FENCE POST,
 OL0336'8.29 METERS (27.2 FT) SOUTHEAST OF THE CENTER OF A WOODEN GATE, AND
 OL0336'0.30 METERS (1.0 FT) WEST-SOUTHWEST OF A FENCE.  NOTE, DRIVING RATE
 OL0336'EXCEEDED (NEAR REFUSAL) AND ANCHORED.
 OL0336'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 OL0336'THE MARK IS 0.6 M BELOW HIGHWAY.
 OL0336
 OL0336                          STATION RECOVERY (1994)
 OL0336
 OL0336'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0336'RECOVERED IN GOOD CONDITION.
 OL0336
 OL0336                          STATION RECOVERY (2001)
 OL0336
 OL0336'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0336'RECOVERED IN GOOD CONDITION.
 OL0336
 OL0336                          STATION RECOVERY (2004)
 OL0336
 OL0336'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0369 ***********************************************************************
 OL0369  DESIGNATION -  D 317
 OL0369  PID         -  OL0369
 OL0369  STATE/COUNTY-  MI/MUSKEGON
 OL0369  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0369
 OL0369                         *CURRENT SURVEY CONTROL
 OL0369  ___________________________________________________________________
 OL0369* NAD 83(1986)-  43 11 25.     (N)    086 14 07.     (W)     SCALED    
 OL0369* NAVD 88     -       181.512  (meters)     595.51   (feet)  ADJUSTED  
 OL0369  ___________________________________________________________________
 OL0369  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 OL0369  DYNAMIC HT  -         181.473 (meters)     595.38  (feet)  COMP
 OL0369  MODELED GRAV-     980,401.5   (mgal)                       NAVD 88
 OL0369
 OL0369  VERT ORDER  -  FIRST     CLASS II
 OL0369
 OL0369.The horizontal coordinates were scaled from a topographic map and have
 OL0369.an estimated accuracy of +/- 6 seconds.
 OL0369
 OL0369.The orthometric height was determined by differential leveling
 OL0369.and adjusted by the National Geodetic Survey in June 1991..
 OL0369
 OL0369.The geoid height was determined by GEOID03.
 OL0369
 OL0369.The dynamic height is computed by dividing the NAVD 88
 OL0369.geopotential number by the normal gravity value computed on the
 OL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0369.degrees latitude (g = 980.6199 gals.).
 OL0369
 OL0369.The modeled gravity was interpolated from observed gravity values.
 OL0369
 OL0369;                    North         East    Units  Estimated Accuracy
 OL0369;SPC MI S     -   189,440.    3,848,130.      MT  (+/- 180 meters Scaled)
 OL0369
 OL0369                          SUPERSEDED SURVEY CONTROL
 OL0369
 OL0369.No superseded survey control is available for this station.
 OL0369
 OL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN621822(NAD 83)
 OL0369_MARKER: I = METAL ROD
 OL0369_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0369_SP_SET: STAINLESS STEEL ROD
 OL0369_STAMPING: D 317 1984
 OL0369_MARK LOGO: NGS   
 OL0369_PROJECTION: FLUSH
 OL0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0369_ROD/PIPE-DEPTH: 14.6 meters
 OL0369
 OL0369  HISTORY     - Date     Condition        Report By
 OL0369  HISTORY     - 1984     MONUMENTED       NGS
 OL0369  HISTORY     - 19940802 GOOD             USPSQD
 OL0369
 OL0369                          STATION DESCRIPTION
 OL0369
 OL0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0369'1.7 KM (1.05 MI) SE FROM MUSKEGON HIGHTH.
 OL0369'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0369'HEIGHTS, THENCE 1.3 KM (0.85 MI) SOUTHEAST ALONG AIRLINE ROAD, AT
 OL0369'NORTON AVENUE LEADING EAST TO THE MONA VIEW CEMETERY, ABOUT
 OL0369'54.86 METERS (180.0 FT) NORTHWEST OF THE NORTON SHORES CITY LIMIT
 OL0369'SIGN, 15.84 METERS (52.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 OL0369'AIRLINE ROAD, 34.13 METERS (112.0 FT) SOUTHWEST AND ACROSS AIRLINE
 OL0369'ROAD FROM THE CENTER OF THE STONE STEPS AT THE ENTRANCE THROUGH A
 OL0369'RETAINING WALL LEADING NORTH TO THE CEMETERY, 14.56 METERS (47.8 FT)
 OL0369'NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE CHESPEAKE AND OHIO
 OL0369'RAILROAD TRACKS, 2.13 METERS (7.0 FT) SOUTH OF A POWERLINE POLE, AND
 OL0369'0.27 METERS (0.9 FT) NORTH-NORTHEAST OF A CHAIN LINK FENCE.  NOTE,
 OL0369'DRIVING RATE MET AND ROD ANCHORED.
 OL0369'THE MARK IS 0.39 METERS  NNW FROM A WITNESS POST.
 OL0369'THE MARK IS 0.4 M ABOVE AIRLINE ROAD.
 OL0369
 OL0369                          STATION RECOVERY (1994)
 OL0369
 OL0369'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0255 ***********************************************************************
 PM0255  DESIGNATION -  D 318
 PM0255  PID         -  PM0255
 PM0255  STATE/COUNTY-  MI/MANISTEE
 PM0255  USGS QUAD   -  FREESOIL (1987)
 PM0255
 PM0255                         *CURRENT SURVEY CONTROL
 PM0255  ___________________________________________________________________
 PM0255* NAD 83(1986)-  44 19 28.     (N)    086 10 48.     (W)     SCALED    
 PM0255* NAVD 88     -       246.076  (meters)     807.33   (feet)  ADJUSTED  
 PM0255  ___________________________________________________________________
 PM0255  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PM0255  DYNAMIC HT  -         246.047 (meters)     807.24  (feet)  COMP
 PM0255  MODELED GRAV-     980,497.1   (mgal)                       NAVD 88
 PM0255  OBS GRAVITY -     980,483.3   (mgal)                       GRAV_OBS
 PM0255
 PM0255  VERT ORDER  -  FIRST     CLASS II
 PM0255
 PM0255.The horizontal coordinates were scaled from a topographic map and have
 PM0255.an estimated accuracy of +/- 6 seconds.
 PM0255
 PM0255.The orthometric height was determined by differential leveling
 PM0255.and adjusted by the National Geodetic Survey in June 1991..
 PM0255
 PM0255.The geoid height was determined by GEOID03.
 PM0255
 PM0255.The dynamic height is computed by dividing the NAVD 88
 PM0255.geopotential number by the normal gravity value computed on the
 PM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0255.degrees latitude (g = 980.6199 gals.).
 PM0255
 PM0255.The modeled gravity was interpolated from observed gravity values.
 PM0255.The observed gravity was obtained from relative gravimeter ties
 PM0255.to the IGSN71 gravity network.
 PM0255
 PM0255;                    North         East    Units  Estimated Accuracy
 PM0255;SPC MI C     -   113,600.    5,855,370.      MT  (+/- 180 meters Scaled)
 PM0255
 PM0255                          SUPERSEDED SURVEY CONTROL
 PM0255
 PM0255.No superseded survey control is available for this station.
 PM0255
 PM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ653082(NAD 83)
 PM0255_MARKER: I = METAL ROD
 PM0255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0255_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PM0255_STAMPING: D 318 1984
 PM0255_MARK LOGO: NGS   
 PM0255_PROJECTION: FLUSH
 PM0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0255+STABILITY: POSITION/ELEVATION WELL
 PM0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0255+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 PM0255_ROD/PIPE-DEPTH: 8.2  meters
 PM0255_SLEEVE-DEPTH  : 3.0 meters
 PM0255
 PM0255  HISTORY     - Date     Condition        Report By
 PM0255  HISTORY     - 1984     MONUMENTED       NGS
 PM0255  HISTORY     - 19961023 GOOD             USPSQD
 PM0255  HISTORY     - 20011013 GOOD             USPSQD
 PM0255  HISTORY     - 20031209 GOOD             USPSQD
 PM0255  HISTORY     - 20050419 GOOD             MIDT
 PM0255
 PM0255                          STATION DESCRIPTION
 PM0255
 PM0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0255'15.6 KM (9.65 MI) NE FROM MANISTEE.
 PM0255'15.6 KM (9.65 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0255'IN MANISTEE, AT THE NORWALK LUTHERN CHURCH, IN THE NORTHEAST CORNER OF
 PM0255'THE CEMETERY, 20.9 METERS (68.6 FT) SOUTHWEST OF THE CENTERLINE OF THE
 PM0255'HIGHWAY, 20.4 METERS (67.0 FT) SOUTH OF THE SOUTH CORNER OF THE CHURCH
 PM0255'BUILDING, 1.9 METERS (6.2 FT) NORTH-NORTHEAST OF THE NORTH CORNER OF A
 PM0255'HEADSTONE (ALVID AND ADOLPH ERICKSON), 4.7 METERS (15.5 FT)
 PM0255'SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE SOUTHWESTERNMOST ONE OF
 PM0255'TWO ASPHALT DRIVEWAYS LEADING TO THE CHURCH, AND 8.1 METERS (26.5 FT)
 PM0255'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A HEADSTONE (FATHER HANG
 PM0255'PETERSON).  NOTE, ROD DRIVEN TO REFUSAL.
 PM0255'THE MARK IS 0.31 M BELOW HIGHWAY.
 PM0255
 PM0255                          STATION RECOVERY (1996)
 PM0255
 PM0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0255'RECOVERED IN GOOD CONDITION.
 PM0255
 PM0255                          STATION RECOVERY (2001)
 PM0255
 PM0255'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0255'RECOVERED IN GOOD CONDITION.
 PM0255
 PM0255                          STATION RECOVERY (2003)
 PM0255
 PM0255'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0255'RECOVERED IN GOOD CONDITION.
 PM0255
 PM0255                          STATION RECOVERY (2005)
 PM0255
 PM0255'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JGC)
 PM0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0419 ***********************************************************************
 NG0419  DESIGNATION -  D 319
 NG0419  PID         -  NG0419
 NG0419  STATE/COUNTY-  MI/ALLEGAN
 NG0419  USGS QUAD   -  HAMILTON WEST (1981)
 NG0419
 NG0419                         *CURRENT SURVEY CONTROL
 NG0419  ___________________________________________________________________
 NG0419* NAD 83(1986)-  42 42 40.     (N)    086 05 40.     (W)     SCALED    
 NG0419* NAVD 88     -       213.548  (meters)     700.62   (feet)  ADJUSTED  
 NG0419  ___________________________________________________________________
 NG0419  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NG0419  DYNAMIC HT  -         213.494 (meters)     700.44  (feet)  COMP
 NG0419  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 NG0419
 NG0419  VERT ORDER  -  FIRST     CLASS II
 NG0419
 NG0419.The horizontal coordinates were scaled from a topographic map and have
 NG0419.an estimated accuracy of +/- 6 seconds.
 NG0419
 NG0419.The orthometric height was determined by differential leveling
 NG0419.and adjusted by the National Geodetic Survey in June 1991..
 NG0419
 NG0419.The geoid height was determined by GEOID03.
 NG0419
 NG0419.The dynamic height is computed by dividing the NAVD 88
 NG0419.geopotential number by the normal gravity value computed on the
 NG0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0419.degrees latitude (g = 980.6199 gals.).
 NG0419
 NG0419.The modeled gravity was interpolated from observed gravity values.
 NG0419
 NG0419;                    North         East    Units  Estimated Accuracy
 NG0419;SPC MI S     -   135,980.    3,858,480.      MT  (+/- 180 meters Scaled)
 NG0419
 NG0419                          SUPERSEDED SURVEY CONTROL
 NG0419
 NG0419.No superseded survey control is available for this station.
 NG0419
 NG0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN741291(NAD 83)
 NG0419_MARKER: I = METAL ROD
 NG0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0419_SP_SET: STAINLESS STEEL ROD
 NG0419_STAMPING: D 319 1984
 NG0419_MARK LOGO: NGS   
 NG0419_PROJECTION: FLUSH
 NG0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0419_ROD/PIPE-DEPTH: 17.1 meters
 NG0419
 NG0419  HISTORY     - Date     Condition        Report By
 NG0419  HISTORY     - 1984     MONUMENTED       NGS
 NG0419  HISTORY     - 1988     GOOD             USPSQD
 NG0419
 NG0419                          STATION DESCRIPTION
 NG0419
 NG0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0419'8.8 KM (5.5 MI) SOUTH FROM HOLLAND.
 NG0419'0.8 KM (0.5 MI) SOUTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH
 NG0419'STREET IN HOLLAND, THENCE 1.6 KM (1.0 MI) SOUTHEAST ALONG STATE
 NG0419'STREET, THENCE 3.2 KM (2.0 MI) SOUTH ALONG LINCOLN AVENUE, THENCE
 NG0419'3.2 KM (2.0 MI) SOUTH ALONG 56TH STREET, AT THE INTERSECTION OF 140TH
 NG0419'AVENUE, 13.71 METERS (45.0 FT) EAST OF THE CENTERLINE OF 56TH STREET,
 NG0419'10.36 METERS (34.5 FT) NORTH OF THE CENTER OF 140TH AVENUE,
 NG0419'4.41 METERS (14.5 FT) NORTH-NORTHEAST OF A STOP SIGN AND POST,
 NG0419'3.84 METERS (12.6 FT) WEST OF A GUY WIRE ANCHOR, 2.22 METERS (7.3 FT)
 NG0419'EAST-NORTHEAST OF THE 56TH STREET AND 140TH AVENUE SIGN POST, AND
 NG0419'0.70 METERS (2.3 FT) SOUTHEAST OF A POWERLINE POLE.  NOTE, DRIVING
 NG0419'RATE MET AND ROD ANCHORED.
 NG0419'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 NG0419'THE MARK IS 0.7 M BELOW 140TH AVENUE.
 NG0419
 NG0419                          STATION RECOVERY (1988)
 NG0419
 NG0419'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0416 ***********************************************************************
 NE0416  DESIGNATION -  D 32
 NE0416  PID         -  NE0416
 NE0416  STATE/COUNTY-  MI/OAKLAND
 NE0416  USGS QUAD   -  ROCHESTER (1981)
 NE0416
 NE0416                         *CURRENT SURVEY CONTROL
 NE0416  ___________________________________________________________________
 NE0416* NAD 83(1986)-  42 40 49.     (N)    083 08 02.     (W)     SCALED    
 NE0416* NAVD 88     -       231.567  (meters)     759.73   (feet)  ADJUSTED  
 NE0416  ___________________________________________________________________
 NE0416  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0416  DYNAMIC HT  -         231.497 (meters)     759.50  (feet)  COMP
 NE0416  MODELED GRAV-     980,315.1   (mgal)                       NAVD 88
 NE0416
 NE0416  VERT ORDER  -  FIRST     CLASS II
 NE0416
 NE0416.The horizontal coordinates were scaled from a topographic map and have
 NE0416.an estimated accuracy of +/- 6 seconds.
 NE0416
 NE0416.The orthometric height was determined by differential leveling
 NE0416.and adjusted by the National Geodetic Survey in June 1991..
 NE0416
 NE0416.The geoid height was determined by GEOID03.
 NE0416
 NE0416.The dynamic height is computed by dividing the NAVD 88
 NE0416.geopotential number by the normal gravity value computed on the
 NE0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0416.degrees latitude (g = 980.6199 gals.).
 NE0416
 NE0416.The modeled gravity was interpolated from observed gravity values.
 NE0416
 NE0416;                    North         East    Units  Estimated Accuracy
 NE0416;SPC MI S     -   131,840.    4,101,030.      MT  (+/- 180 meters Scaled)
 NE0416
 NE0416                          SUPERSEDED SURVEY CONTROL
 NE0416
 NE0416  NGVD 29 (??/??/92)  231.699  (m)          760.17   (f) ADJ UNCH    1 2
 NE0416
 NE0416.Superseded values are not recommended for survey control.
 NE0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0416.See file dsdata.txt to determine how the superseded data were derived.
 NE0416
 NE0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH251275(NAD 83)
 NE0416_MARKER: DB = BENCH MARK DISK
 NE0416_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0416_SP_SET: BUILDING WALL
 NE0416_STAMPING: D 32 1930
 NE0416_MARK LOGO: CGS   
 NE0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0416+STABILITY: SURFACE MOTION
 NE0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0416+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE0416
 NE0416  HISTORY     - Date     Condition        Report By
 NE0416  HISTORY     - 1930     MONUMENTED       CGS
 NE0416  HISTORY     - 1938     GOOD             NGS
 NE0416  HISTORY     - 1983     GOOD             USPSQD
 NE0416  HISTORY     - 19941230 GOOD             LOCENG
 NE0416  HISTORY     - 19951230 GOOD             LOCENG
 NE0416  HISTORY     - 19990417 GOOD             USPSQD
 NE0416  HISTORY     - 20060314 GOOD             INDIV
 NE0416
 NE0416                          STATION DESCRIPTION
 NE0416
 NE0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0416'AT ROCHESTER.
 NE0416'AT ROCHESTER, OAKLAND COUNTY, AT THE SOUTHWEST CORNER OF THE
 NE0416'INTERSECTION OF MAIN AND FOURTH STREETS, AT THE FIRST NATIONAL
 NE0416'BANK, AT THE NORTHEAST CORNER OF THE BUILDING, IN THE CONCRETE
 NE0416'LEDGE AT THE BASE OF THE WINDOW, AND 3.4 FEET ABOVE THE SIDEWALK.
 NE0416'A STANDARD DISK, STAMPED 760.166 D 32 1930.
 NE0416
 NE0416                          STATION RECOVERY (1983)
 NE0416
 NE0416'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0416'RECOVERED IN GOOD CONDITION.
 NE0416
 NE0416                          STATION RECOVERY (1994)
 NE0416
 NE0416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFS)
 NE0416'RECOVERED AS DESCRIBED.
 NE0416
 NE0416                          STATION RECOVERY (1995)
 NE0416
 NE0416'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (SFS)
 NE0416'RECOVERED AS DESCRIBED.
 NE0416
 NE0416                          STATION RECOVERY (1999)
 NE0416
 NE0416'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0416'RECOVERED IN GOOD CONDITION.
 NE0416
 NE0416                          STATION RECOVERY (2006)
 NE0416
 NE0416'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0416'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0275 ***********************************************************************
 PM0275  DESIGNATION -  D 320
 PM0275  PID         -  PM0275
 PM0275  STATE/COUNTY-  MI/MANISTEE
 PM0275  USGS QUAD   -  
 PM0275
 PM0275                         *CURRENT SURVEY CONTROL
 PM0275  ___________________________________________________________________
 PM0275* NAD 83(1986)-  44 10 00.     (N)    086 17 46.     (W)     SCALED    
 PM0275* NAVD 88     -       202.891  (meters)     665.65   (feet)  ADJUSTED  
 PM0275  ___________________________________________________________________
 PM0275  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 PM0275  DYNAMIC HT  -         202.863 (meters)     665.56  (feet)  COMP
 PM0275  MODELED GRAV-     980,472.9   (mgal)                       NAVD 88
 PM0275
 PM0275  VERT ORDER  -  FIRST     CLASS II
 PM0275
 PM0275.The horizontal coordinates were scaled from a topographic map and have
 PM0275.an estimated accuracy of +/- 6 seconds.
 PM0275
 PM0275.The orthometric height was determined by differential leveling
 PM0275.and adjusted by the National Geodetic Survey in June 1991..
 PM0275
 PM0275.The geoid height was determined by GEOID03.
 PM0275
 PM0275.The dynamic height is computed by dividing the NAVD 88
 PM0275.geopotential number by the normal gravity value computed on the
 PM0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0275.degrees latitude (g = 980.6199 gals.).
 PM0275
 PM0275.The modeled gravity was interpolated from observed gravity values.
 PM0275
 PM0275;                    North         East    Units  Estimated Accuracy
 PM0275;SPC MI C     -    96,290.    5,845,690.      MT  (+/- 180 meters Scaled)
 PM0275
 PM0275                          SUPERSEDED SURVEY CONTROL
 PM0275
 PM0275.No superseded survey control is available for this station.
 PM0275
 PM0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP562906(NAD 83)
 PM0275_MARKER: I = METAL ROD
 PM0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0275_SP_SET: STAINLESS STEEL ROD
 PM0275_STAMPING: D 320 1984
 PM0275_MARK LOGO: NGS   
 PM0275_PROJECTION: FLUSH
 PM0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0275_ROD/PIPE-DEPTH: 24.4 meters
 PM0275
 PM0275  HISTORY     - Date     Condition        Report By
 PM0275  HISTORY     - 1984     MONUMENTED       NGS
 PM0275  HISTORY     - 19961002 POOR             USPSQD
 PM0275  HISTORY     - 20010331 POOR             NGS
 PM0275  HISTORY     - 20040423 POOR             USPSQD
 PM0275
 PM0275                          STATION DESCRIPTION
 PM0275
 PM0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0275'10.0 KM (6.2 MI) SOUTH FROM MANISTEE.
 PM0275'10.0 KM (6.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0275'IN MANISTEE, SET BETWEEN TWO WITNESS POSTS, 15.4 METERS (50.5 FT)
 PM0275'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.1 METERS (3.7 FT)
 PM0275'SOUTHEAST OF A POWERLINE POLE, 3.7 METERS (12.3 FT) WEST-NORTHWEST OF
 PM0275'A TELEPHONE JUNCTION BOX, 7.6 METERS (25.0 FT) NORTHWEST OF AN
 PM0275'EXTENDED CENTER OF A GRAVEL ROAD LEADING NORTH-NORTHEAST, AND
 PM0275'7.3 METERS (24.0 FT) SOUTHWEST OF A METAL MAIL BOX WITH THE NUMBER
 PM0275'1590 WEST KINLEY.  NOTE, ROD DRIVEN TO DRIVING RATE.
 PM0275'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 PM0275'THE MARK IS 0.31 M BELOW HIGHWAY.
 PM0275
 PM0275                          STATION RECOVERY (1996)
 PM0275
 PM0275'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0275'MARK RECOVERED IN POOR CONDITION.
 PM0275
 PM0275                          STATION RECOVERY (2001)
 PM0275
 PM0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0275'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0275' 
 PM0275
 PM0275                          STATION RECOVERY (2004)
 PM0275
 PM0275'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0275'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0244 ***********************************************************************
 PM0244  DESIGNATION -  D 321
 PM0244  PID         -  PM0244
 PM0244  STATE/COUNTY-  MI/MANISTEE
 PM0244  USGS QUAD   -  MILLERTON (1987)
 PM0244
 PM0244                         *CURRENT SURVEY CONTROL
 PM0244  ___________________________________________________________________
 PM0244* NAD 83(1986)-  44 22 14.     (N)    086 01 10.     (W)     SCALED    
 PM0244* NAVD 88     -       226.436  (meters)     742.90   (feet)  ADJUSTED  
 PM0244  ___________________________________________________________________
 PM0244  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 PM0244  DYNAMIC HT  -         226.408 (meters)     742.81  (feet)  COMP
 PM0244  MODELED GRAV-     980,488.0   (mgal)                       NAVD 88
 PM0244
 PM0244  VERT ORDER  -  FIRST     CLASS II
 PM0244
 PM0244.The horizontal coordinates were scaled from a topographic map and have
 PM0244.an estimated accuracy of +/- 6 seconds.
 PM0244
 PM0244.The orthometric height was determined by differential leveling
 PM0244.and adjusted by the National Geodetic Survey in June 1991..
 PM0244
 PM0244.The geoid height was determined by GEOID03.
 PM0244
 PM0244.The dynamic height is computed by dividing the NAVD 88
 PM0244.geopotential number by the normal gravity value computed on the
 PM0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0244.degrees latitude (g = 980.6199 gals.).
 PM0244
 PM0244.The modeled gravity was interpolated from observed gravity values.
 PM0244
 PM0244;                    North         East    Units  Estimated Accuracy
 PM0244;SPC MI C     -   118,450.    5,868,280.      MT  (+/- 180 meters Scaled)
 PM0244
 PM0244                          SUPERSEDED SURVEY CONTROL
 PM0244
 PM0244.No superseded survey control is available for this station.
 PM0244
 PM0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ781134(NAD 83)
 PM0244_MARKER: I = METAL ROD
 PM0244_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0244_SP_SET: STAINLESS STEEL ROD
 PM0244_STAMPING: D 321 1984
 PM0244_MARK LOGO: NGS   
 PM0244_PROJECTION: FLUSH
 PM0244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0244+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0244_ROD/PIPE-DEPTH: 20.7 meters
 PM0244
 PM0244  HISTORY     - Date     Condition        Report By
 PM0244  HISTORY     - 1984     MONUMENTED       NGS
 PM0244  HISTORY     - 19961023 GOOD             USPSQD
 PM0244  HISTORY     - 20010331 GOOD             NGS
 PM0244  HISTORY     - 20040424 GOOD             USPSQD
 PM0244
 PM0244                          STATION DESCRIPTION
 PM0244
 PM0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0244'1.4 KM (0.85 MI) SW FROM KALVEA.
 PM0244'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0244'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ON OSMO STREET AND COUNTY ROAD
 PM0244'669, THENCE 0.8 KM (0.5 MI) WEST ON 9 MILE ROAD AND COUNTY ROAD 669,
 PM0244'12.6 METERS (41.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PM0244'24.0 METERS (78.6 FT) EAST OF THE CENTERLINE OF INDUSTRIAL AVENUE, AND
 PM0244'0.4 METER (1.2 FT) SOUTH OF A RAIL FENCE.
 PM0244'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PM0244'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF 9-MILE RD.
 PM0244
 PM0244                          STATION RECOVERY (1996)
 PM0244
 PM0244'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0244'RECOVERED IN GOOD CONDITION.
 PM0244
 PM0244                          STATION RECOVERY (2001)
 PM0244
 PM0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0244'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0244' 
 PM0244
 PM0244                          STATION RECOVERY (2004)
 PM0244
 PM0244'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0244'IT IS EAST OF PUISTO, NO LONGER CALLED INDUSTRIAL DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0437 ***********************************************************************
 NG0437  DESIGNATION -  D 322
 NG0437  PID         -  NG0437
 NG0437  STATE/COUNTY-  MI/VAN BUREN
 NG0437  USGS QUAD   -  PULLMAN (1981)
 NG0437
 NG0437                         *CURRENT SURVEY CONTROL
 NG0437  ___________________________________________________________________
 NG0437* NAD 83(1986)-  42 24 05.     (N)    086 04 22.     (W)     SCALED    
 NG0437* NAVD 88     -       208.306  (meters)     683.42   (feet)  ADJUSTED  
 NG0437  ___________________________________________________________________
 NG0437  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NG0437  DYNAMIC HT  -         208.248 (meters)     683.23  (feet)  COMP
 NG0437  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 NG0437
 NG0437  VERT ORDER  -  FIRST     CLASS II
 NG0437
 NG0437.The horizontal coordinates were scaled from a topographic map and have
 NG0437.an estimated accuracy of +/- 6 seconds.
 NG0437
 NG0437.The orthometric height was determined by differential leveling
 NG0437.and adjusted by the National Geodetic Survey in June 1991..
 NG0437
 NG0437.The geoid height was determined by GEOID03.
 NG0437
 NG0437.The dynamic height is computed by dividing the NAVD 88
 NG0437.geopotential number by the normal gravity value computed on the
 NG0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0437.degrees latitude (g = 980.6199 gals.).
 NG0437
 NG0437.The modeled gravity was interpolated from observed gravity values.
 NG0437
 NG0437;                    North         East    Units  Estimated Accuracy
 NG0437;SPC MI S     -   101,550.    3,859,560.      MT  (+/- 180 meters Scaled)
 NG0437
 NG0437                          SUPERSEDED SURVEY CONTROL
 NG0437
 NG0437  NGVD 29 (01/19/93)  208.443  (m)          683.87   (f) ADJUSTED    1 2
 NG0437
 NG0437.Superseded values are not recommended for survey control.
 NG0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0437.See file dsdata.txt to determine how the superseded data were derived.
 NG0437
 NG0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM763947(NAD 83)
 NG0437_MARKER: I = METAL ROD
 NG0437_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0437_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NG0437_STAMPING: D 322 1984
 NG0437_MARK LOGO: NGS   
 NG0437_PROJECTION: RECESSED 6 CENTIMETERS
 NG0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0437+STABILITY: POSITION/ELEVATION WELL
 NG0437_ROD/PIPE-DEPTH: 14.6 meters
 NG0437_SLEEVE-DEPTH  : 3.00 meters
 NG0437
 NG0437  HISTORY     - Date     Condition        Report By
 NG0437  HISTORY     - 1984     MONUMENTED       NGS
 NG0437  HISTORY     - 1985     GOOD             NGS
 NG0437  HISTORY     - 20000816 MARK NOT FOUND   MI-159
 NG0437
 NG0437                          STATION DESCRIPTION
 NG0437
 NG0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0437'0.3 KM (0.2 MI) SOUTH FROM GRAND JUNCTION.
 NG0437'0.32 KM (0.2 MI) SOUTH ALONG COUNTY ROAD 215 FROM THE POST OFFICE IN
 NG0437'GRAND JUNCTION, AT THE MICHIGAN BLUEBERRY GROWERS ASSOCIATION AT THE
 NG0437'GENERAL OFFICE (WEST), 19.63 METERS (64.4 FT) WEST OF THE CENTERLINE
 NG0437'OF COUNTY ROAD 215, 13.72 METERS (45.0 FT) EAST-NORTHEAST OF THE
 NG0437'CENTER OF THE OFFICE ENTRANCE DOOR, 6.25 METERS (20.5 FT)
 NG0437'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A PLANTER, 4.42 METERS
 NG0437'(14.5 FT) NORTH OF THE NORTH EDGE OF THE PARKING AREA, AND 4.57 METERS
 NG0437'(15.0 FT) EAST OF A 12 INCH MAPLE TREE.
 NG0437'THE MARK IS ABOVE LEVEL WITH ROAD.
 NG0437
 NG0437                          STATION RECOVERY (1985)
 NG0437
 NG0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0437'RECOVERED IN GOOD CONDITION.
 NG0437
 NG0437                          STATION RECOVERY (2000)
 NG0437
 NG0437'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0437'COULD NOT FIND SURVEY MARKER.THIS MARKER COULD BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1220 ***********************************************************************
 NF1220  DESIGNATION -  D 323
 NF1220  PID         -  NF1220
 NF1220  STATE/COUNTY-  MI/VAN BUREN
 NF1220  USGS QUAD   -  BLOOMINGDALE (1981)
 NF1220
 NF1220                         *CURRENT SURVEY CONTROL
 NF1220  ___________________________________________________________________
 NF1220* NAD 83(1986)-  42 23 00.     (N)    085 58 52.     (W)     SCALED    
 NF1220* NAVD 88     -       221.281  (meters)     725.99   (feet)  ADJUSTED  
 NF1220  ___________________________________________________________________
 NF1220  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF1220  DYNAMIC HT  -         221.220 (meters)     725.79  (feet)  COMP
 NF1220  MODELED GRAV-     980,338.5   (mgal)                       NAVD 88
 NF1220
 NF1220  VERT ORDER  -  FIRST     CLASS II
 NF1220
 NF1220.The horizontal coordinates were scaled from a topographic map and have
 NF1220.an estimated accuracy of +/- 6 seconds.
 NF1220
 NF1220.The orthometric height was determined by differential leveling
 NF1220.and adjusted by the National Geodetic Survey in June 1991..
 NF1220
 NF1220.The geoid height was determined by GEOID03.
 NF1220
 NF1220.The dynamic height is computed by dividing the NAVD 88
 NF1220.geopotential number by the normal gravity value computed on the
 NF1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1220.degrees latitude (g = 980.6199 gals.).
 NF1220
 NF1220.The modeled gravity was interpolated from observed gravity values.
 NF1220
 NF1220;                    North         East    Units  Estimated Accuracy
 NF1220;SPC MI S     -    99,390.    3,867,060.      MT  (+/- 180 meters Scaled)
 NF1220
 NF1220                          SUPERSEDED SURVEY CONTROL
 NF1220
 NF1220  NGVD 29 (01/19/93)  221.424  (m)          726.46   (f) ADJUSTED    1 2
 NF1220
 NF1220.Superseded values are not recommended for survey control.
 NF1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1220.See file dsdata.txt to determine how the superseded data were derived.
 NF1220
 NF1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM838928(NAD 83)
 NF1220_MARKER: I = METAL ROD
 NF1220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1220_SP_SET: STAINLESS STEEL ROD
 NF1220_STAMPING: D 323 1984
 NF1220_MARK LOGO: NGS   
 NF1220_PROJECTION: FLUSH
 NF1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1220_ROD/PIPE-DEPTH: 8.5  meters
 NF1220
 NF1220  HISTORY     - Date     Condition        Report By
 NF1220  HISTORY     - 1984     MONUMENTED       NGS
 NF1220  HISTORY     - 20000803 GOOD             MI-159
 NF1220
 NF1220                          STATION DESCRIPTION
 NF1220
 NF1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1220'1.6 KM (1.0 MI) WEST FROM BLOOMINGDALE.
 NF1220'1.6 KM (1.0 MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1220'COUNTY ROAD 665 IN BLOOMINGDALE, 16.4 M (53.8 FT) NORTH OF THE
 NF1220'CENTERLINE OF THE ROAD, 7.1 M (23.3 FT) NORTH OF A FENCE CORNER, 6.6 M
 NF1220'(21.7 FT) WEST OF THE CENTER OF 44TH STREET, 1.6 M (5.2 FT)
 NF1220'WEST-NORTHWEST OF A UTILITY POLE, AND 0.3 M (1.0 FT) EAST OF A FENCE.
 NF1220'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1220'THE MARK IS 0.3 METERS  SSE FROM  A WITNESS POST
 NF1220'THE MARK IS 0.3 M ABOVE THE STREET.
 NF1220
 NF1220                          STATION RECOVERY (2000)
 NF1220
 NF1220'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1220'DIRECTION - 1 MILE WEST OF VILLAGE OF BLOOMINGDALE. OK FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0613 ***********************************************************************
 RM0613  DESIGNATION -  D 324
 RM0613  PID         -  RM0613
 RM0613  STATE/COUNTY-  MI/GOGEBIC
 RM0613  USGS QUAD   -  BESSEMER (1975)
 RM0613
 RM0613                         *CURRENT SURVEY CONTROL
 RM0613  ___________________________________________________________________
 RM0613* NAD 83(1986)-  46 28 53.     (N)    090 03 57.     (W)     SCALED    
 RM0613* NAVD 88     -       432.335  (meters)    1418.42   (feet)  ADJUSTED  
 RM0613  ___________________________________________________________________
 RM0613  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0613  DYNAMIC HT  -         432.352 (meters)    1418.47  (feet)  COMP
 RM0613  MODELED GRAV-     980,640.9   (mgal)                       NAVD 88
 RM0613
 RM0613  VERT ORDER  -  FIRST     CLASS II
 RM0613
 RM0613.The horizontal coordinates were scaled from a topographic map and have
 RM0613.an estimated accuracy of +/- 6 seconds.
 RM0613
 RM0613.The orthometric height was determined by differential leveling
 RM0613.and adjusted by the National Geodetic Survey in June 1991..
 RM0613
 RM0613.The geoid height was determined by GEOID03.
 RM0613
 RM0613.The dynamic height is computed by dividing the NAVD 88
 RM0613.geopotential number by the normal gravity value computed on the
 RM0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0613.degrees latitude (g = 980.6199 gals.).
 RM0613
 RM0613.The modeled gravity was interpolated from observed gravity values.
 RM0613
 RM0613;                    North         East    Units  Estimated Accuracy
 RM0613;SPC MI N     -   193,280.    7,764,660.      MT  (+/- 180 meters Scaled)
 RM0613
 RM0613                          SUPERSEDED SURVEY CONTROL
 RM0613
 RM0613.No superseded survey control is available for this station.
 RM0613
 RM0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM252517(NAD 83)
 RM0613_MARKER: DV = VERTICAL CONTROL DISK
 RM0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0613_SP_SET: STAINLESS STEEL ROD
 RM0613_STAMPING: D 324 1985
 RM0613_MARK LOGO: NGS   
 RM0613_PROJECTION: FLUSH
 RM0613_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0613+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 RM0613_ROD/PIPE-DEPTH: 7.3  meters
 RM0613
 RM0613  HISTORY     - Date     Condition        Report By
 RM0613  HISTORY     - 1985     MONUMENTED       NGS
 RM0613  HISTORY     - 19890120 GOOD             USPSQD
 RM0613  HISTORY     - 19970630 GOOD             MIDT
 RM0613  HISTORY     - 20000816 GOOD             MIDT
 RM0613  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0613  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0613
 RM0613                          STATION DESCRIPTION
 RM0613
 RM0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0613'1.0 KM (0.6 MI) WEST FROM BESSEMER.
 RM0613'1.0 KM (0.6 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM THE JOHNSTON HIGH
 RM0613'SCHOOL IN BESSEMER, 11.7 M (38.4 FT) EAST OF THE CENTER OF THE EAST
 RM0613'ENTRANCE TO A STANDARD SERVICE STATION, 10.8 M (35.4 FT) NORTH OF
 RM0613'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 RM0613'WEST OF A UTILITY POLE WITH TWO GUY WIRES. NOTE--ACCESS TO DATUM POINT
 RM0613'IS HAD THROUGH A 5-INCH LOGO CAP.
 RM0613'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 RM0613'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RM0613
 RM0613                          STATION RECOVERY (1989)
 RM0613
 RM0613'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0613'RECOVERED IN GOOD CONDITION.
 RM0613
 RM0613                          STATION RECOVERY (1997)
 RM0613
 RM0613'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0613'NOTE-THE UTILITY POLE IS GONE AND THE SERVICE STATION IS NOW A
 RM0613'RECREATIONAL VEHICLE (RV) DEALER.  THE MARK IS BELOW LEVEL WITH THE
 RM0613'GROUND ABOUT 12 CM.
 RM0613
 RM0613                          STATION RECOVERY (2000)
 RM0613
 RM0613'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RM0613'BESSEMER, 0.6 MI W ALONG HWY-28 FROM THE BESSEMER AREA SCHOOLS, AT SW
 RM0613'CORNER OF LARGE OPEN LAWN, 112 FT S57E OF SE CORNER OF CONCRETE BLOCK
 RM0613'BUILDING, 35.5 FT N OF C/L W BND LANES, 34 FT SE OF A LIGHT POLE, 22.4
 RM0613'FT N OF BACK OF CURB, 22 FT N35W OF A MANHOLE, 13.5 FT W OF A CATCH
 RM0613'BASIN AND 0.5 FT BELOW GROUND. NO WITNESS POST SET.
 RM0613
 RM0613                          STATION RECOVERY (2003)
 RM0613
 RM0613'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0613'MARK NOT FOUND.
 RM0613
 RM0613                          STATION RECOVERY (2004)
 RM0613
 RM0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1485 ***********************************************************************
 RL1485  DESIGNATION -  D 325
 RL1485  PID         -  RL1485
 RL1485  STATE/COUNTY-  MI/HOUGHTON
 RL1485  USGS QUAD   -  
 RL1485
 RL1485                         *CURRENT SURVEY CONTROL
 RL1485  ___________________________________________________________________
 RL1485* NAD 83(1986)-  46 29 10.     (N)    088 53 21.     (W)     SCALED    
 RL1485* NAVD 88     -       358.918  (meters)    1177.55   (feet)  ADJUSTED  
 RL1485  ___________________________________________________________________
 RL1485  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 RL1485  DYNAMIC HT  -         358.931 (meters)    1177.59  (feet)  COMP
 RL1485  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RL1485
 RL1485  VERT ORDER  -  FIRST     CLASS II
 RL1485
 RL1485.The horizontal coordinates were scaled from a topographic map and have
 RL1485.an estimated accuracy of +/- 6 seconds.
 RL1485
 RL1485.The orthometric height was determined by differential leveling
 RL1485.and adjusted by the National Geodetic Survey in June 1991..
 RL1485
 RL1485.The geoid height was determined by GEOID03.
 RL1485
 RL1485.The dynamic height is computed by dividing the NAVD 88
 RL1485.geopotential number by the normal gravity value computed on the
 RL1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1485.degrees latitude (g = 980.6199 gals.).
 RL1485
 RL1485.The modeled gravity was interpolated from observed gravity values.
 RL1485
 RL1485;                    North         East    Units  Estimated Accuracy
 RL1485;SPC MI N     -   190,980.    7,854,970.      MT  (+/- 180 meters Scaled)
 RL1485
 RL1485                          SUPERSEDED SURVEY CONTROL
 RL1485
 RL1485.No superseded survey control is available for this station.
 RL1485
 RL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS550497(NAD 83)
 RL1485_MARKER: I = METAL ROD
 RL1485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1485_SP_SET: STAINLESS STEEL ROD
 RL1485_STAMPING: D 325 1985
 RL1485_MARK LOGO: NGS   
 RL1485_PROJECTION: FLUSH
 RL1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1485_ROD/PIPE-DEPTH: 22.6 meters
 RL1485
 RL1485  HISTORY     - Date     Condition        Report By
 RL1485  HISTORY     - 1985     MONUMENTED       NGS
 RL1485  HISTORY     - 1989     GOOD             USPSQD
 RL1485
 RL1485                          STATION DESCRIPTION
 RL1485
 RL1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1485'26.8 KM (16.65 MI) EAST FROM BRUCE CROSSING.
 RL1485'26.8 KM (16.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1485'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, OR 28.7 KM (17.85 MI) WESTERLY
 RL1485'ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S. HIGHWAY 141 IN
 RL1485'COVINGTON, IN THE SMALL COMMUNITY OF KENTON, 24.5 M (80.4 FT) NORTH OF
 RL1485'THE CENTERLINE OF THE HIGHWAY, 21.8 M (71.5 FT) NORTHEAST OF THE
 RL1485'NORTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING THE EAST BRANCH OF THE
 RL1485'ONTONGON RIVER, 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF FOREST
 RL1485'SERVICE ROAD 16, AND 1.0 M (3.8 FT) NORTH OF A UTILITY GUY LINE POLE.
 RL1485'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1485'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL1485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1485
 RL1485                          STATION RECOVERY (1989)
 RL1485
 RL1485'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0443 ***********************************************************************
 NG0443  DESIGNATION -  D 326
 NG0443  PID         -  NG0443
 NG0443  STATE/COUNTY-  MI/BERRIEN
 NG0443  USGS QUAD   -  STEVENSVILLE (1970)
 NG0443
 NG0443                         *CURRENT SURVEY CONTROL
 NG0443  ___________________________________________________________________
 NG0443* NAD 83(1986)-  42 01 52.     (N)    086 30 50.     (W)     SCALED    
 NG0443* NAVD 88     -       193.545  (meters)     634.99   (feet)  ADJUSTED  
 NG0443  ___________________________________________________________________
 NG0443  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NG0443  DYNAMIC HT  -         193.479 (meters)     634.77  (feet)  COMP
 NG0443  MODELED GRAV-     980,278.7   (mgal)                       NAVD 88
 NG0443
 NG0443  VERT ORDER  -  FIRST     CLASS II
 NG0443
 NG0443.The horizontal coordinates were scaled from a topographic map and have
 NG0443.an estimated accuracy of +/- 6 seconds.
 NG0443
 NG0443.The orthometric height was determined by differential leveling
 NG0443.and adjusted by the National Geodetic Survey in June 1991..
 NG0443
 NG0443.The geoid height was determined by GEOID03.
 NG0443
 NG0443.The dynamic height is computed by dividing the NAVD 88
 NG0443.geopotential number by the normal gravity value computed on the
 NG0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0443.degrees latitude (g = 980.6199 gals.).
 NG0443
 NG0443.The modeled gravity was interpolated from observed gravity values.
 NG0443
 NG0443;                    North         East    Units  Estimated Accuracy
 NG0443;SPC MI S     -    61,260.    3,822,200.      MT  (+/- 180 meters Scaled)
 NG0443
 NG0443                          SUPERSEDED SURVEY CONTROL
 NG0443
 NG0443  NGVD 29 (01/19/93)  193.678  (m)          635.43   (f) ADJUSTED    1 2
 NG0443
 NG0443.Superseded values are not recommended for survey control.
 NG0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0443.See file dsdata.txt to determine how the superseded data were derived.
 NG0443
 NG0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM402533(NAD 83)
 NG0443_MARKER: DV = VERTICAL CONTROL DISK
 NG0443_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0443_SP_SET: OVERPASS PIER
 NG0443_STAMPING: D 326 1985
 NG0443_MARK LOGO: NGS   
 NG0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0443+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2004
 NG0443
 NG0443  HISTORY     - Date     Condition        Report By
 NG0443  HISTORY     - 1985     MONUMENTED       NGS
 NG0443  HISTORY     - 19920622 GOOD             LOCENG
 NG0443  HISTORY     - 20040626 GOOD             FISHBA
 NG0443
 NG0443                          STATION DESCRIPTION
 NG0443
 NG0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0443'9.5 KM (5.9 MI) SOUTH FROM ST JOSEPH.
 NG0443'9.5 KM (5.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0443'THE POST OFFICE IN ST JOSEPH, SET VERTICALLY IN THE NORTH FACE OF THE
 NG0443'MOST NORTHERLY 1 OF 6 COLUMNS OF THE FIRST PIER NORTH OF THE EAST
 NG0443'ABUTMENT OF INTERSTATE HIGHWAY 94 OVERPASS OF RED ARROW HIGHWAY, 7.0 M
 NG0443'(23.0 FT) NORTHWEST OF THE CENTER OF THE INTERSTATE HIGHWAY, AND 6.4 M
 NG0443'(21.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF RED ARROW
 NG0443'HIGHWAY.
 NG0443'THE MARK IS 1.4 M ABOVE THE GROUND.
 NG0443
 NG0443                          STATION RECOVERY (1992)
 NG0443
 NG0443'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NG0443'RECOVERED IN GOOD CONDITION.
 NG0443
 NG0443                          STATION RECOVERY (2004)
 NG0443
 NG0443'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 NG0443'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1202 ***********************************************************************
 NF1202  DESIGNATION -  D 327
 NF1202  PID         -  NF1202
 NF1202  STATE/COUNTY-  MI/KALAMAZOO
 NF1202  USGS QUAD   -  AUGUSTA (1985)
 NF1202
 NF1202                         *CURRENT SURVEY CONTROL
 NF1202  ___________________________________________________________________
 NF1202* NAD 83(1994)-  42 20 08.17360(N)    085 18 26.95636(W)     ADJUSTED  
 NF1202* NAVD 88     -       268.787  (meters)     881.85   (feet)  ADJUSTED  
 NF1202  ___________________________________________________________________
 NF1202  X           -     386,310.740 (meters)                     COMP
 NF1202  Y           -  -4,706,320.160 (meters)                     COMP
 NF1202  Z           -   4,273,391.949 (meters)                     COMP
 NF1202  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 NF1202  ELLIP HEIGHT-         235.48  (meters)          (07/17/02) GPS OBS
 NF1202  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NF1202  DYNAMIC HT  -         268.704 (meters)     881.57  (feet)  COMP
 NF1202  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 NF1202
 NF1202  HORZ ORDER  -  FIRST
 NF1202  VERT ORDER  -  FIRST     CLASS II
 NF1202  ELLP ORDER  -  FOURTH    CLASS I
 NF1202
 NF1202.The horizontal coordinates were established by GPS observations
 NF1202.and adjusted by the National Geodetic Survey in February 1997..
 NF1202
 NF1202.The orthometric height was determined by differential leveling
 NF1202.and adjusted by the National Geodetic Survey in June 1991..
 NF1202
 NF1202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1202
 NF1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1202
 NF1202.The ellipsoidal height was determined by GPS observations
 NF1202.and is referenced to NAD 83.
 NF1202
 NF1202.The geoid height was determined by GEOID03.
 NF1202
 NF1202.The dynamic height is computed by dividing the NAVD 88
 NF1202.geopotential number by the normal gravity value computed on the
 NF1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1202.degrees latitude (g = 980.6199 gals.).
 NF1202
 NF1202.The modeled gravity was interpolated from observed gravity values.
 NF1202
 NF1202;                    North         East     Units Scale Factor Converg.
 NF1202;SPC MI S     -    93,250.392 3,922,468.454   MT  0.99995255   -0 38 24.9
 NF1202;SPC MI S     -   305,939.61 12,868,990.99   iFT  0.99995255   -0 38 24.9
 NF1202;UTM  16      - 4,688,426.193   639,432.819   MT  0.99983921   +1 08 24.2
 NF1202
 NF1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1202!SPC MI S     -   0.99996307  x   0.99995255  =   0.99991562
 NF1202!UTM  16      -   0.99996307  x   0.99983921  =   0.99980229
 NF1202
 NF1202                          SUPERSEDED SURVEY CONTROL
 NF1202
 NF1202  ELLIP H (02/03/97)  235.49   (m)                       GP(       ) 4 1
 NF1202  NAD 83(1986)-  42 20 08.17369(N)    085 18 26.97069(W) AD(       ) 1
 NF1202  NGVD 29 (01/19/93)  268.918  (m)          882.28   (f) ADJUSTED    1 2
 NF1202
 NF1202.Superseded values are not recommended for survey control.
 NF1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1202.See file dsdata.txt to determine how the superseded data were derived.
 NF1202
 NF1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3943388426(NAD 83)
 NF1202_MARKER: I = METAL ROD
 NF1202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1202_SP_SET: STAINLESS STEEL ROD
 NF1202_STAMPING: D 327 1985
 NF1202_MARK LOGO: NGS   
 NF1202_PROJECTION: FLUSH
 NF1202_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1202+STABILITY: POSITION/ELEVATION WELL
 NF1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1202+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF1202_ROD/PIPE-DEPTH: 4.3  meters
 NF1202
 NF1202  HISTORY     - Date     Condition        Report By
 NF1202  HISTORY     - 1985     MONUMENTED       NGS
 NF1202  HISTORY     - 19920707 GOOD             HOLDEN
 NF1202  HISTORY     - 20030419 GOOD             USPSQD
 NF1202
 NF1202                          STATION DESCRIPTION
 NF1202
 NF1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1202'12.4 KM (7.7 MI) WEST FROM BATTLE CREEK.
 NF1202'0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE FROM THE CITY HALL IN BATTLE
 NF1202'CREEK, THENCE 11.8 KM (7.35 MI) WESTERLY ALONG DICKMAN ROAD, 0.8 KM
 NF1202'(0.5 MI) WEST OF THE KALAMAZOO-CALHOUN COUNTY LINE, 27.6 M (90.6 FT)
 NF1202'EAST OF A FIRE HYDRANT, 10.0 M (32.8 FT) SOUTH OF THE CENTERLINE OF
 NF1202'THE EAST BOUND LINES OF THE ROAD, AND 1.7 M (5.6 FT) WEST OF A UTILITY
 NF1202'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1202'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 NF1202
 NF1202                          STATION RECOVERY (1992)
 NF1202
 NF1202'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1202'STATION IS LOCATED ABOUT 4 MILES NORTH NORTHWEST OF THE I-94
 NF1202'INTERCHANGE WITH THE CLIMAX AND BATTLE CREEK ROAD, 2 MILES EAST OF
 NF1202'AUGUSTA, IN QUAD 42085212. IT CAN BE PLOTTED ON THE USGS QUADRANGLE
 NF1202'MAP AUGUSTA, IN THE S 1/2 SECTION 36 T2S,R9W, ROSS TOWNSHIP, IN
 NF1202'KALAMAZOO COUNTY.IT IS 0.5 MI (0.8 KM) WEST OF THE COUNTY LINE WITH
 NF1202'CALHOUN COUNTY.
 NF1202'TO REACH FROM THE I-94 INTERCHANGE WITH CLIMAX AND BATTLE CREEK ROAD,
 NF1202'GO NORTHEASTERLY FOR 1.4 MI (2.3 KM) TO THE INTERSECTION WITH
 NF1202'COLUMBIA AVENUE, BEAR LEFT AND GO NORTH ON SKYLINE DRIVE FOR 3.0 MI
 NF1202'(4.8 KM) TO THE STATION ON THE LEFT AS DESCRIBED.
 NF1202'STATION IS 1.0 FT (0.3 M) NORTH OF A CHAIN LINK FENCE, 6.0 FT (1.8 M)
 NF1202'WEST OF A UTILITY POLE, 91.0 FT (27.7 M) EAST OF A FIRE HYDRANT, 10.0
 NF1202'M (32.8 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF DICKMAN
 NF1202'ROAD AND 1.0 FT (0.3 M) NORTH FROM A CARSONITE WITNESS POST. ACCESS
 NF1202'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1202
 NF1202                          STATION RECOVERY (2003)
 NF1202
 NF1202'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1464 ***********************************************************************
 RL1464  DESIGNATION -  D 328
 RL1464  PID         -  RL1464
 RL1464  STATE/COUNTY-  MI/BARAGA
 RL1464  USGS QUAD   -  THREE LAKES (1975)
 RL1464
 RL1464                         *CURRENT SURVEY CONTROL
 RL1464  ___________________________________________________________________
 RL1464* NAD 83(1986)-  46 33 16.     (N)    088 12 06.     (W)     SCALED    
 RL1464* NAVD 88     -       493.583  (meters)    1619.36   (feet)  ADJUSTED  
 RL1464  ___________________________________________________________________
 RL1464  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 RL1464  DYNAMIC HT  -         493.601 (meters)    1619.42  (feet)  COMP
 RL1464  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RL1464
 RL1464  VERT ORDER  -  FIRST     CLASS II
 RL1464
 RL1464.The horizontal coordinates were scaled from a topographic map and have
 RL1464.an estimated accuracy of +/- 6 seconds.
 RL1464
 RL1464.The orthometric height was determined by differential leveling
 RL1464.and adjusted by the National Geodetic Survey in June 1991..
 RL1464
 RL1464.The geoid height was determined by GEOID03.
 RL1464
 RL1464.The dynamic height is computed by dividing the NAVD 88
 RL1464.geopotential number by the normal gravity value computed on the
 RL1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1464.degrees latitude (g = 980.6199 gals.).
 RL1464
 RL1464.The modeled gravity was interpolated from observed gravity values.
 RL1464
 RL1464;                    North         East    Units  Estimated Accuracy
 RL1464;SPC MI N     -   197,550.    7,907,860.      MT  (+/- 180 meters Scaled)
 RL1464
 RL1464                          SUPERSEDED SURVEY CONTROL
 RL1464
 RL1464.No superseded survey control is available for this station.
 RL1464
 RL1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS078563(NAD 83)
 RL1464_MARKER: I = METAL ROD
 RL1464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1464_SP_SET: STAINLESS STEEL ROD
 RL1464_STAMPING: D 328 1985
 RL1464_MARK LOGO: NGS   
 RL1464_PROJECTION: RECESSED 2 CENTIMETERS
 RL1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1464+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1464_ROD/PIPE-DEPTH: 42.7 meters
 RL1464
 RL1464  HISTORY     - Date     Condition        Report By
 RL1464  HISTORY     - 1985     MONUMENTED       NGS
 RL1464  HISTORY     - 19990920 GOOD             USPSQD
 RL1464  HISTORY     - 20000710 GOOD             MIDT
 RL1464  HISTORY     - 20060812 GOOD             GEOCAC
 RL1464
 RL1464                          STATION DESCRIPTION
 RL1464
 RL1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1464'19.5 KM (12.1 MI) WEST FROM CHAMPION.
 RL1464'19.5 KM (12.1 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1464'IN CHAMPION, 37.3 M (122.4 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 RL1464'THREE LAKES MOTEL, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF THE
 RL1464'HIGHWAY, 13.0 M (42.7 FT) WEST OF THE EAST ENTRANCE TO THE MOTEL, AND
 RL1464'1.3 M (4.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS
 RL1464'HAD THROUGH A 5-INCH LOGO CAP.
 RL1464'THE MARK IS 0.2 M BELOW THE HIGHWAY.
 RL1464
 RL1464                          STATION RECOVERY (1999)
 RL1464
 RL1464'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1464'RECOVERED IN GOOD CONDITION.
 RL1464
 RL1464                          STATION RECOVERY (2000)
 RL1464
 RL1464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1464'RECOVERED IN GOOD CONDITION.
 RL1464
 RL1464                          STATION RECOVERY (2006)
 RL1464
 RL1464'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RL1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0466 ***********************************************************************
 RK0466  DESIGNATION -  D 329
 RK0466  PID         -  RK0466
 RK0466  STATE/COUNTY-  MI/MARQUETTE
 RK0466  USGS QUAD   -  NEGAUNEE (1975)
 RK0466
 RK0466                         *CURRENT SURVEY CONTROL
 RK0466  ___________________________________________________________________
 RK0466* NAD 83(1986)-  46 30 22.     (N)    087 36 44.     (W)     SCALED    
 RK0466* NAVD 88     -       419.897  (meters)    1377.61   (feet)  ADJUSTED  
 RK0466  ___________________________________________________________________
 RK0466  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 RK0466  DYNAMIC HT  -         419.925 (meters)    1377.70  (feet)  COMP
 RK0466  MODELED GRAV-     980,666.4   (mgal)                       NAVD 88
 RK0466
 RK0466  VERT ORDER  -  FIRST     CLASS II
 RK0466
 RK0466.The horizontal coordinates were scaled from a topographic map and have
 RK0466.an estimated accuracy of +/- 6 seconds.
 RK0466
 RK0466.The orthometric height was determined by differential leveling
 RK0466.and adjusted by the National Geodetic Survey in June 1991..
 RK0466
 RK0466.The geoid height was determined by GEOID03.
 RK0466
 RK0466.The dynamic height is computed by dividing the NAVD 88
 RK0466.geopotential number by the normal gravity value computed on the
 RK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0466.degrees latitude (g = 980.6199 gals.).
 RK0466
 RK0466.The modeled gravity was interpolated from observed gravity values.
 RK0466
 RK0466;                    North         East    Units  Estimated Accuracy
 RK0466;SPC MI N     -   191,660.    7,953,010.      MT  (+/- 180 meters Scaled)
 RK0466
 RK0466                          SUPERSEDED SURVEY CONTROL
 RK0466
 RK0466.No superseded survey control is available for this station.
 RK0466
 RK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS530504(NAD 83)
 RK0466_MARKER: DB = BENCH MARK DISK
 RK0466_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0466_SP_SET: BRIDGE ABUTMENT
 RK0466_STAMPING: D 329 1985
 RK0466_MARK LOGO: NGS   
 RK0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0466+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2006
 RK0466
 RK0466  HISTORY     - Date     Condition        Report By
 RK0466  HISTORY     - 1985     MONUMENTED       NGS
 RK0466  HISTORY     - 19990712 GOOD             MIDT
 RK0466  HISTORY     - 19990922 GOOD             USPSQD
 RK0466  HISTORY     - 20041009 GOOD             USPSQD
 RK0466  HISTORY     - 20060718 GOOD             USPSQD
 RK0466
 RK0466                          STATION DESCRIPTION
 RK0466
 RK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0466'IN NEGAUNEE.
 RK0466'IN NEGAUNEE, AT THE INTERSECTION OF TEAL LAKE ROAD AND THE LAKE
 RK0466'SUPERIOR AND ISHPEMING RAILROAD, SET VERTICALLY IN THE NORTHEAST FACE
 RK0466'OF THE SOUTHEAST ABUTMENT OF THE RAILROAD OVERPASS OF THE ROAD, 82.3 M
 RK0466'(270.0 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 RK0466'STATE HIGHWAY 28, 5.9 M (19.4 FT) SOUTHWEST OF THE CENTERLINE OF THE
 RK0466'ROAD, AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 RK0466'ABUTMENT.
 RK0466'THE MARK IS 1.4 M ABOVE THE GROUND.
 RK0466
 RK0466                          STATION RECOVERY (1999)
 RK0466
 RK0466'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0466'RECOVERED IN GOOD CONDITION.
 RK0466
 RK0466                          STATION RECOVERY (1999)
 RK0466
 RK0466'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0466'RECOVERED IN GOOD CONDITION.
 RK0466
 RK0466                          STATION RECOVERY (2004)
 RK0466
 RK0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0466'RECOVERED IN GOOD CONDITION.
 RK0466
 RK0466                          STATION RECOVERY (2006)
 RK0466
 RK0466'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0144 ***********************************************************************
 OJ0144  DESIGNATION -  D 33
 OJ0144  PID         -  OJ0144
 OJ0144  STATE/COUNTY-  MI/SANILAC
 OJ0144  USGS QUAD   -  DECKERVILLE (1963)
 OJ0144
 OJ0144                         *CURRENT SURVEY CONTROL
 OJ0144  ___________________________________________________________________
 OJ0144* NAD 83(1986)-  43 30 42.     (N)    082 44 57.     (W)     SCALED    
 OJ0144* NAVD 88     -       237.186  (meters)     778.17   (feet)  ADJUSTED  
 OJ0144  ___________________________________________________________________
 OJ0144  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ0144  DYNAMIC HT  -         237.138 (meters)     778.01  (feet)  COMP
 OJ0144  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 OJ0144
 OJ0144  VERT ORDER  -  FIRST     CLASS II
 OJ0144
 OJ0144.The horizontal coordinates were scaled from a topographic map and have
 OJ0144.an estimated accuracy of +/- 6 seconds.
 OJ0144
 OJ0144.The orthometric height was determined by differential leveling
 OJ0144.and adjusted by the National Geodetic Survey in June 1991..
 OJ0144
 OJ0144.The geoid height was determined by GEOID03.
 OJ0144
 OJ0144.The dynamic height is computed by dividing the NAVD 88
 OJ0144.geopotential number by the normal gravity value computed on the
 OJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0144.degrees latitude (g = 980.6199 gals.).
 OJ0144
 OJ0144.The modeled gravity was interpolated from observed gravity values.
 OJ0144
 OJ0144;                    North         East    Units  Estimated Accuracy
 OJ0144;SPC MI S     -   224,710.    4,130,780.      MT  (+/- 180 meters Scaled)
 OJ0144
 OJ0144                          SUPERSEDED SURVEY CONTROL
 OJ0144
 OJ0144  NGVD 29 (??/??/92)  237.307  (m)          778.56   (f) ADJ UNCH    1 2
 OJ0144
 OJ0144.Superseded values are not recommended for survey control.
 OJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0144.See file dsdata.txt to determine how the superseded data were derived.
 OJ0144
 OJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ586191(NAD 83)
 OJ0144_MARKER: DB = BENCH MARK DISK
 OJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0144_STAMPING: D 33 1934
 OJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0144+STABILITY: SURFACE MOTION
 OJ0144
 OJ0144  HISTORY     - Date     Condition        Report By
 OJ0144  HISTORY     - 1934     MONUMENTED       CGS
 OJ0144  HISTORY     - 1970     MARK NOT FOUND   SHELL
 OJ0144  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OJ0144
 OJ0144                          STATION DESCRIPTION
 OJ0144
 OJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0144'1.2 MI S FROM DECKERVILLE.
 OJ0144'1.2 MILES SOUTH ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0144'STATION AT DECKERVILLE, SANILAC COUNTY, WEST OF A LARGE GRAVEL
 OJ0144'PIT EAST OF THE TRACKS, 200 YARDS SOUTHWEST OF A T-SHAPED
 OJ0144'WOODEN FARMHOUSE, AT A GRAVEL-ROAD CROSSING, 47 FEET SOUTH OF
 OJ0144'THE CENTERLINE OF THE ROAD, 26 FEET EAST OF THE EAST RAIL, 16
 OJ0144'FEET SOUTH OF A ROW OF LARGE WILLOW TREES PARALLELING THE ROAD,
 OJ0144'AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OJ0144'STAMPED D 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0144'NOTE-- THE PERE MARQUETTE RAILWAY HAS BEEN PURCHASED BY THE
 OJ0144'CHESAPEAKE AND OHIO RAILWAY.
 OJ0144
 OJ0144                          STATION RECOVERY (1970)
 OJ0144
 OJ0144'RECOVERY NOTE BY SHELL OIL COMPANY 1970
 OJ0144'MARK NOT FOUND.
 OJ0144
 OJ0144                          STATION RECOVERY (1988)
 OJ0144
 OJ0144'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2172 ***********************************************************************
 ME2172  DESIGNATION -  D 330
 ME2172  PID         -  ME2172
 ME2172  STATE/COUNTY-  MI/BERRIEN
 ME2172  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2172
 ME2172                         *CURRENT SURVEY CONTROL
 ME2172  ___________________________________________________________________
 ME2172* NAD 83(1986)-  41 47 39.     (N)    086 43 47.     (W)     SCALED    
 ME2172* NAVD 88     -       199.684  (meters)     655.13   (feet)  ADJUSTED  
 ME2172  ___________________________________________________________________
 ME2172  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2172  DYNAMIC HT  -         199.610 (meters)     654.89  (feet)  COMP
 ME2172  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 ME2172
 ME2172  VERT ORDER  -  FIRST     CLASS II
 ME2172
 ME2172.The horizontal coordinates were scaled from a topographic map and have
 ME2172.an estimated accuracy of +/- 6 seconds.
 ME2172
 ME2172.The orthometric height was determined by differential leveling
 ME2172.and adjusted by the National Geodetic Survey in June 1991..
 ME2172
 ME2172.The geoid height was determined by GEOID03.
 ME2172
 ME2172.The dynamic height is computed by dividing the NAVD 88
 ME2172.geopotential number by the normal gravity value computed on the
 ME2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2172.degrees latitude (g = 980.6199 gals.).
 ME2172
 ME2172.The modeled gravity was interpolated from observed gravity values.
 ME2172
 ME2172;                    North         East    Units  Estimated Accuracy
 ME2172;SPC MI S     -    35,430.    3,803,600.      MT  (+/- 180 meters Scaled)
 ME2172
 ME2172                          SUPERSEDED SURVEY CONTROL
 ME2172
 ME2172  NGVD 29 (01/19/93)  199.804  (m)          655.52   (f) ADJUSTED    1 2
 ME2172
 ME2172.Superseded values are not recommended for survey control.
 ME2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2172.See file dsdata.txt to determine how the superseded data were derived.
 ME2172
 ME2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM224269(NAD 83)
 ME2172_MARKER: I = METAL ROD
 ME2172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 ME2172_SP_SET: STAINLESS STEEL ROD
 ME2172_STAMPING: D 330 1985
 ME2172_MARK LOGO: NGS   
 ME2172_PROJECTION: FLUSH
 ME2172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2172+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2002
 ME2172_ROD/PIPE-DEPTH: 9.7  meters
 ME2172
 ME2172  HISTORY     - Date     Condition        Report By
 ME2172  HISTORY     - 1985     MONUMENTED       NGS
 ME2172  HISTORY     - 20020425 GOOD             INDIV
 ME2172
 ME2172                          STATION DESCRIPTION
 ME2172
 ME2172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2172'1.1 KM (0.7 MI) SW FROM NEW BUFFALO.
 ME2172'1.1 KM (0.7 MI) SOUTHEASTERLY ALONG CLAY STREET FROM ITS JUNCTION WITH
 ME2172'U.S. HIGHWAY 12 AND THE RED ARROW HIGHWAY IN NEW BUFFALO, NEAR THE
 ME2172'NORTH CORNER OF THE HIGH SCHOOL ATHLETIC FIELDS, 9.4 M (30.8 FT)
 ME2172'NORTHWEST OF THE CENTER OF THE STREET, 4.3 M (14.1 FT) NORTHWEST OF
 ME2172'THE CENTER OF A MANHOLE COVER, AND 2.5 M (8.2 FT) SOUTHWEST OF THE
 ME2172'NORTHEAST CORNER OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 ME2172'THROUGH A 5-INCH LOGO CAP.
 ME2172'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 ME2172'THE MARK IS ABOVE LEVEL WITH THE STREET.
 ME2172
 ME2172                          STATION RECOVERY (2002)
 ME2172
 ME2172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW)
 ME2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1153 ***********************************************************************
 NF1153  DESIGNATION -  D 331
 NF1153  PID         -  NF1153
 NF1153  STATE/COUNTY-  MI/JACKSON
 NF1153  USGS QUAD   -  GILLETTS LAKE (1976)
 NF1153
 NF1153                         *CURRENT SURVEY CONTROL
 NF1153  ___________________________________________________________________
 NF1153* NAD 83(1986)-  42 15 25.     (N)    084 21 37.     (W)     SCALED    
 NF1153* NAVD 88     -       296.132  (meters)     971.56   (feet)  ADJUSTED  
 NF1153  ___________________________________________________________________
 NF1153  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NF1153  DYNAMIC HT  -         296.027 (meters)     971.22  (feet)  COMP
 NF1153  MODELED GRAV-     980,257.8   (mgal)                       NAVD 88
 NF1153
 NF1153  VERT ORDER  -  FIRST     CLASS II
 NF1153
 NF1153.The horizontal coordinates were scaled from a topographic map and have
 NF1153.an estimated accuracy of +/- 6 seconds.
 NF1153
 NF1153.The orthometric height was determined by differential leveling
 NF1153.and adjusted by the National Geodetic Survey in June 1991..
 NF1153
 NF1153.The geoid height was determined by GEOID03.
 NF1153
 NF1153.The dynamic height is computed by dividing the NAVD 88
 NF1153.geopotential number by the normal gravity value computed on the
 NF1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1153.degrees latitude (g = 980.6199 gals.).
 NF1153
 NF1153.The modeled gravity was interpolated from observed gravity values.
 NF1153
 NF1153;                    North         East    Units  Estimated Accuracy
 NF1153;SPC MI S     -    84,080.    4,000,530.      MT  (+/- 180 meters Scaled)
 NF1153
 NF1153                          SUPERSEDED SURVEY CONTROL
 NF1153
 NF1153  NGVD 29 (01/19/93)  296.253  (m)          971.96   (f) ADJUSTED    1 2
 NF1153
 NF1153.Superseded values are not recommended for survey control.
 NF1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1153.See file dsdata.txt to determine how the superseded data were derived.
 NF1153
 NF1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM177816(NAD 83)
 NF1153_MARKER: I = METAL ROD
 NF1153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1153_SP_SET: STAINLESS STEEL ROD
 NF1153_STAMPING: D 331 1985
 NF1153_MARK LOGO: NGS   
 NF1153_PROJECTION: FLUSH
 NF1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1153+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1153_ROD/PIPE-DEPTH: 17.1 meters
 NF1153
 NF1153  HISTORY     - Date     Condition        Report By
 NF1153  HISTORY     - 1985     MONUMENTED       NGS
 NF1153  HISTORY     - 20051019 GOOD             ADVGEO
 NF1153
 NF1153                          STATION DESCRIPTION
 NF1153
 NF1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1153'0.6 KM (0.4 MI) WEST FROM JACKSON.
 NF1153'0.1 KM (0.05 MI) NORTH ALONG BENDER STREET FROM ITS JUNCTION WITH
 NF1153'MICHIGAN AVENUE IN JACKSON, THENCE 0.5 KM (0.3 MI) WEST ALONG ANN
 NF1153'ARBOR ROAD, 13.2 M (43.3 FT) NORTH OF THE CENTER OF THE ROAD, 3.9 M
 NF1153'(12.8 FT) SOUTH-SOUTHEAST OF A GUY WIRE ANCHOR, 1.0 M (3.3 FT) SOUTH
 NF1153'OF THE NORTH EDGE OF A CURB, AND 0.3 M (1.0 FT) WEST OF A UTILITY
 NF1153'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1153'THE MARK IS 1.3 METERS  W FROM  A WITNESS POST
 NF1153'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF1153
 NF1153                          STATION RECOVERY (2005)
 NF1153
 NF1153'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (JHF)
 NF1153'MARK IS LOCATED BETWEEN THE EXIT OF 'MCDONALD'S' RESTAURANT AND
 NF1153'ENTRANCE OF 'WENDY'S' PARKING LOT, APPROXIMATELY 2 FT SOUTH OF WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7985 ***********************************************************************
 AH7985  DESIGNATION -  D 332
 AH7985  PID         -  AH7985
 AH7985  STATE/COUNTY-  MI/JACKSON
 AH7985  USGS QUAD   -  JACKSON NORTH (1976)
 AH7985
 AH7985                         *CURRENT SURVEY CONTROL
 AH7985  ___________________________________________________________________
 AH7985* NAD 83(1986)-  42 20 44.     (N)    084 24 54.     (W)     SCALED    
 AH7985* NAVD 88     -       285.482  (meters)     936.62   (feet)  ADJUSTED  
 AH7985  ___________________________________________________________________
 AH7985  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 AH7985  DYNAMIC HT  -         285.384 (meters)     936.30  (feet)  COMP
 AH7985  MODELED GRAV-     980,271.4   (mgal)                       NAVD 88
 AH7985
 AH7985  VERT ORDER  -  FIRST     CLASS II
 AH7985
 AH7985.The horizontal coordinates were scaled from a topographic map and have
 AH7985.an estimated accuracy of +/- 6 seconds.
 AH7985
 AH7985.The orthometric height was determined by differential leveling
 AH7985.and adjusted by the National Geodetic Survey in January 2002..
 AH7985
 AH7985.The geoid height was determined by GEOID03.
 AH7985
 AH7985.The dynamic height is computed by dividing the NAVD 88
 AH7985.geopotential number by the normal gravity value computed on the
 AH7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7985.degrees latitude (g = 980.6199 gals.).
 AH7985
 AH7985.The modeled gravity was interpolated from observed gravity values.
 AH7985
 AH7985;                    North         East    Units  Estimated Accuracy
 AH7985;SPC MI S     -    93,920.    3,996,020.      MT  (+/- 180 meters Scaled)
 AH7985
 AH7985                          SUPERSEDED SURVEY CONTROL
 AH7985
 AH7985.No superseded survey control is available for this station.
 AH7985
 AH7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM129913(NAD 83)
 AH7985_MARKER: F = FLANGE-ENCASED ROD
 AH7985_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7985_STAMPING: D 332 1992
 AH7985_MARK LOGO: NGS   
 AH7985_PROJECTION: FLUSH
 AH7985_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7985+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7985_ROD/PIPE-DEPTH: 25.3 meters
 AH7985
 AH7985  HISTORY     - Date     Condition        Report By
 AH7985  HISTORY     - 1992     MONUMENTED       NGS
 AH7985  HISTORY     - 20000616 GOOD             NGS
 AH7985
 AH7985                          STATION DESCRIPTION
 AH7985
 AH7985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7985'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7985'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 8.2 KM (5.10 MI)
 AH7985'NORTHERLY ALONG LANCING AVENUE, 13.9 M (45.6 FT) WEST OF THE AVENUE
 AH7985'CENTERLINE, 11.2 M (36.7 FT) NORTH OF THE CENTER OF THE NORTH ENTRANCE
 AH7985'TO THE JONES CEMETERY, 1.2 M (3.9 FT) WEST OF A FENCE CORNER, 0.5 M
 AH7985'(1.6 FT) SOUTH OF A FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AH7985'AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7985
 AH7985                          STATION RECOVERY (2000)
 AH7985
 AH7985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7985'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7945 ***********************************************************************
 AH7945  DESIGNATION -  D 333
 AH7945  PID         -  AH7945
 AH7945  STATE/COUNTY-  MI/IONIA
 AH7945  USGS QUAD   -  PORTLAND SOUTH (1978)
 AH7945
 AH7945                         *CURRENT SURVEY CONTROL
 AH7945  ___________________________________________________________________
 AH7945* NAD 83(1986)-  42 52 04.     (N)    084 53 37.     (W)     SCALED    
 AH7945* NAVD 88     -       222.544  (meters)     730.13   (feet)  ADJUSTED  
 AH7945  ___________________________________________________________________
 AH7945  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AH7945  DYNAMIC HT  -         222.482 (meters)     729.93  (feet)  COMP
 AH7945  MODELED GRAV-     980,338.6   (mgal)                       NAVD 88
 AH7945
 AH7945  VERT ORDER  -  FIRST     CLASS II
 AH7945
 AH7945.The horizontal coordinates were scaled from a topographic map and have
 AH7945.an estimated accuracy of +/- 6 seconds.
 AH7945
 AH7945.The orthometric height was determined by differential leveling
 AH7945.and adjusted by the National Geodetic Survey in January 2002..
 AH7945
 AH7945.The geoid height was determined by GEOID03.
 AH7945
 AH7945.The dynamic height is computed by dividing the NAVD 88
 AH7945.geopotential number by the normal gravity value computed on the
 AH7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7945.degrees latitude (g = 980.6199 gals.).
 AH7945
 AH7945.The modeled gravity was interpolated from observed gravity values.
 AH7945
 AH7945;                    North         East    Units  Estimated Accuracy
 AH7945;SPC MI S     -   152,060.    3,956,950.      MT  (+/- 180 meters Scaled)
 AH7945
 AH7945                          SUPERSEDED SURVEY CONTROL
 AH7945
 AH7945.No superseded survey control is available for this station.
 AH7945
 AH7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN720482(NAD 83)
 AH7945_MARKER: F = FLANGE-ENCASED ROD
 AH7945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7945_STAMPING: D 333 1992
 AH7945_MARK LOGO: NGS   
 AH7945_PROJECTION: FLUSH
 AH7945_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7945+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7945_ROD/PIPE-DEPTH: 10.4 meters
 AH7945
 AH7945  HISTORY     - Date     Condition        Report By
 AH7945  HISTORY     - 1992     MONUMENTED       NGS
 AH7945  HISTORY     - 19990408 GOOD             NGS
 AH7945
 AH7945                          STATION DESCRIPTION
 AH7945
 AH7945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7945'IN PORTLAND, AT THE INTERSECTION OF EAST GRAND RIVER AVENUE AND EAST
 AH7945'STREET, 10.9 M (35.8 FT) NORTHEAST OF THE AVENUE CENTERLINE, 9.7 M
 AH7945'(31.8 FT) SOUTHEAST OF THE SOUTH ENTRANCE TO THE POLICE AND FIRE
 AH7945'STATION, 9.6 M (31.5 FT) EAST OF THE EXTENDED CENTER OF THE STREET,
 AH7945'2.8 M (9.2 FT) EAST OF THE CENTER OF A MANHOLE COVER, 0.7 M (2.3 FT)
 AH7945'EAST-NORTHEAST OF THE NORTHWEST END OF A CHAIN-LINK FENCE, 0.4 M (1.3
 AH7945'FT) NORTHEAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 AH7945'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7945'5-INCH LOGO CAP.
 AH7945
 AH7945                          STATION RECOVERY (1999)
 AH7945
 AH7945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7945'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0488 ***********************************************************************
 NG0488  DESIGNATION -  D 334
 NG0488  PID         -  NG0488
 NG0488  STATE/COUNTY-  MI/VAN BUREN
 NG0488  USGS QUAD   -  BANGOR (1981)
 NG0488
 NG0488                         *CURRENT SURVEY CONTROL
 NG0488  ___________________________________________________________________
 NG0488* NAD 83(1986)-  42 18 45.     (N)    086 06 34.     (W)     SCALED    
 NG0488* NAVD 88     -       199.799  (meters)     655.51   (feet)  ADJUSTED  
 NG0488  ___________________________________________________________________
 NG0488  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NG0488  DYNAMIC HT  -         199.740 (meters)     655.31  (feet)  COMP
 NG0488  MODELED GRAV-     980,324.3   (mgal)                       NAVD 88
 NG0488
 NG0488  VERT ORDER  -  FIRST     CLASS II
 NG0488
 NG0488.The horizontal coordinates were scaled from a topographic map and have
 NG0488.an estimated accuracy of +/- 6 seconds.
 NG0488
 NG0488.The orthometric height was determined by differential leveling
 NG0488.and adjusted by the National Geodetic Survey in June 1991..
 NG0488
 NG0488.The geoid height was determined by GEOID03.
 NG0488
 NG0488.The dynamic height is computed by dividing the NAVD 88
 NG0488.geopotential number by the normal gravity value computed on the
 NG0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0488.degrees latitude (g = 980.6199 gals.).
 NG0488
 NG0488.The modeled gravity was interpolated from observed gravity values.
 NG0488
 NG0488;                    North         East    Units  Estimated Accuracy
 NG0488;SPC MI S     -    91,740.    3,856,340.      MT  (+/- 180 meters Scaled)
 NG0488
 NG0488                          SUPERSEDED SURVEY CONTROL
 NG0488
 NG0488  NGVD 29 (01/19/93)  199.928  (m)          655.93   (f) ADJUSTED    1 2
 NG0488
 NG0488.Superseded values are not recommended for survey control.
 NG0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0488.See file dsdata.txt to determine how the superseded data were derived.
 NG0488
 NG0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM733848(NAD 83)
 NG0488_MARKER: I = METAL ROD
 NG0488_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0488_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NG0488_STAMPING: D 334 1985
 NG0488_MARK LOGO: NGS   
 NG0488_PROJECTION: RECESSED 2 CENTIMETERS
 NG0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0488+STABILITY: POSITION/ELEVATION WELL
 NG0488_ROD/PIPE-DEPTH: 14.6 meters
 NG0488_SLEEVE-DEPTH  : 6.1 meters
 NG0488
 NG0488  HISTORY     - Date     Condition        Report By
 NG0488  HISTORY     - 1985     MONUMENTED       NGS
 NG0488  HISTORY     - 20000803 GOOD             MI-159
 NG0488  HISTORY     - 20031209 GOOD             INDIV
 NG0488
 NG0488                          STATION DESCRIPTION
 NG0488
 NG0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0488'IN BANGOR.
 NG0488'IN BANGOR, AT THE INTERSECTION OF CENTER AND MONROE STREETS, NEAR THE
 NG0488'SOUTHWEST CORNER OF A SMALL PARK, 43.7 M (143.4 FT) WEST OF THE CENTER
 NG0488'OF CENTER STREET, 12.7 M (41.7 FT) SOUTH OF THE SOUTHWEST CORNER OF A
 NG0488'MEMORIAL, 12.0 M (39.4 FT) NORTH OF THE CENTERLINE OF MONROE STREET,
 NG0488'1.3 M (4.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.9 M (3.0 FT)
 NG0488'EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NG0488'5-INCH LOGO CAP.
 NG0488'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NG0488
 NG0488                          STATION RECOVERY (2000)
 NG0488
 NG0488'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0488'OK FOR GPS.
 NG0488'WITNESS STREET LIGHT S 25 DEG W - 8.6 FT
 NG0488'WITMESS LIGHT POLE N 30 DEG W - 10.0 FT
 NG0488
 NG0488                          STATION RECOVERY (2003)
 NG0488
 NG0488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (VJS)
 NG0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0464 ***********************************************************************
 NG0464  DESIGNATION -  D 335
 NG0464  PID         -  NG0464
 NG0464  STATE/COUNTY-  MI/BERRIEN
 NG0464  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0464
 NG0464                         *CURRENT SURVEY CONTROL
 NG0464  ___________________________________________________________________
 NG0464* NAD 83(1986)-  42 07 34.     (N)    086 25 08.     (W)     SCALED    
 NG0464* NAVD 88     -       195.702  (meters)     642.07   (feet)  ADJUSTED  
 NG0464  ___________________________________________________________________
 NG0464  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NG0464  DYNAMIC HT  -         195.637 (meters)     641.85  (feet)  COMP
 NG0464  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NG0464
 NG0464  VERT ORDER  -  FIRST     CLASS II
 NG0464
 NG0464.The horizontal coordinates were scaled from a topographic map and have
 NG0464.an estimated accuracy of +/- 6 seconds.
 NG0464
 NG0464.The orthometric height was determined by differential leveling
 NG0464.and adjusted by the National Geodetic Survey in June 1991..
 NG0464
 NG0464.The geoid height was determined by GEOID03.
 NG0464
 NG0464.The dynamic height is computed by dividing the NAVD 88
 NG0464.geopotential number by the normal gravity value computed on the
 NG0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0464.degrees latitude (g = 980.6199 gals.).
 NG0464
 NG0464.The modeled gravity was interpolated from observed gravity values.
 NG0464
 NG0464;                    North         East    Units  Estimated Accuracy
 NG0464;SPC MI S     -    71,620.    3,830,330.      MT  (+/- 180 meters Scaled)
 NG0464
 NG0464                          SUPERSEDED SURVEY CONTROL
 NG0464
 NG0464  NGVD 29 (01/19/93)  195.856  (m)          642.57   (f) ADJUSTED    1 2
 NG0464
 NG0464.Superseded values are not recommended for survey control.
 NG0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0464.See file dsdata.txt to determine how the superseded data were derived.
 NG0464
 NG0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM480639(NAD 83)
 NG0464_MARKER: I = METAL ROD
 NG0464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0464_SP_SET: STAINLESS STEEL ROD
 NG0464_STAMPING: D 335 1985
 NG0464_MARK LOGO: NGS   
 NG0464_PROJECTION: FLUSH
 NG0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0464_ROD/PIPE-DEPTH: 15.8 meters
 NG0464
 NG0464  HISTORY     - Date     Condition        Report By
 NG0464  HISTORY     - 1985     MONUMENTED       NGS
 NG0464
 NG0464                          STATION DESCRIPTION
 NG0464
 NG0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0464'5.8 KM (3.6 MI) EAST FROM ST JOSEPH.
 NG0464'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0464'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG FAIR
 NG0464'STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD, THENCE
 NG0464'0.7 KM (0.45 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, 13.3 M (43.6
 NG0464'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT)
 NG0464'SOUTHWEST OF THE CENTERLINE OF CRYSTAL STREET, AND 0.8 M (2.6 FT)
 NG0464'SOUTHWEST OF A UTILITY WITH A STREET LIGHT.  NOTE--ACCESS TO DATUM
 NG0464'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0464'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NG0464'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1194 ***********************************************************************
 NF1194  DESIGNATION -  D 336
 NF1194  PID         -  NF1194
 NF1194  STATE/COUNTY-  MI/CALHOUN
 NF1194  USGS QUAD   -  BATTLE CREEK (1985)
 NF1194
 NF1194                         *CURRENT SURVEY CONTROL
 NF1194  ___________________________________________________________________
 NF1194* NAD 83(1994)-  42 18 47.73955(N)    085 10 07.78326(W)     ADJUSTED  
 NF1194* NAVD 88     -       253.987  (meters)     833.29   (feet)  ADJUSTED  
 NF1194  ___________________________________________________________________
 NF1194  X           -     397,838.988 (meters)                     COMP
 NF1194  Y           -  -4,707,025.707 (meters)                     COMP
 NF1194  Z           -   4,271,546.920 (meters)                     COMP
 NF1194  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NF1194  ELLIP HEIGHT-         220.57  (meters)          (07/17/02) GPS OBS
 NF1194  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF1194  DYNAMIC HT  -         253.907 (meters)     833.03  (feet)  COMP
 NF1194  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NF1194
 NF1194  HORZ ORDER  -  FIRST
 NF1194  VERT ORDER  -  FIRST     CLASS II
 NF1194  ELLP ORDER  -  FOURTH    CLASS I
 NF1194
 NF1194.The horizontal coordinates were established by GPS observations
 NF1194.and adjusted by the National Geodetic Survey in February 1997..
 NF1194
 NF1194.The orthometric height was determined by differential leveling
 NF1194.and adjusted by the National Geodetic Survey in June 1991..
 NF1194
 NF1194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1194
 NF1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1194
 NF1194.The ellipsoidal height was determined by GPS observations
 NF1194.and is referenced to NAD 83.
 NF1194
 NF1194.The geoid height was determined by GEOID03.
 NF1194
 NF1194.The dynamic height is computed by dividing the NAVD 88
 NF1194.geopotential number by the normal gravity value computed on the
 NF1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1194.degrees latitude (g = 980.6199 gals.).
 NF1194
 NF1194.The modeled gravity was interpolated from observed gravity values.
 NF1194
 NF1194;                    North         East     Units Scale Factor Converg.
 NF1194;SPC MI S     -    90,650.510 3,933,871.113   MT  0.99995633   -0 32 45.2
 NF1194;SPC MI S     -   297,409.81 12,906,401.29   iFT  0.99995633   -0 32 45.2
 NF1194;UTM  16      - 4,686,181.882   650,909.626   MT  0.99988021   +1 13 58.6
 NF1194
 NF1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1194!SPC MI S     -   0.99996541  x   0.99995633  =   0.99992174
 NF1194!UTM  16      -   0.99996541  x   0.99988021  =   0.99984562
 NF1194
 NF1194                          SUPERSEDED SURVEY CONTROL
 NF1194
 NF1194  ELLIP H (02/03/97)  220.58   (m)                       GP(       ) 4 1
 NF1194  NAD 83(1986)-  42 18 47.73958(N)    085 10 07.79750(W) AD(       ) 1
 NF1194  NGVD 29 (01/19/93)  254.121  (m)          833.73   (f) ADJUSTED    1 2
 NF1194
 NF1194.Superseded values are not recommended for survey control.
 NF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1194.See file dsdata.txt to determine how the superseded data were derived.
 NF1194
 NF1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5091086182(NAD 83)
 NF1194_MARKER: I = METAL ROD
 NF1194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1194_SP_SET: STAINLESS STEEL ROD
 NF1194_STAMPING: D 336 1985
 NF1194_MARK LOGO: NGS   
 NF1194_PROJECTION: RECESSED 1 CENTIMETERS
 NF1194_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1194+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 NF1194_ROD/PIPE-DEPTH: 10.4 meters
 NF1194
 NF1194  HISTORY     - Date     Condition        Report By
 NF1194  HISTORY     - 1985     MONUMENTED       NGS
 NF1194  HISTORY     - 19920708 GOOD             HOLDEN
 NF1194  HISTORY     - 19940317 GOOD             MIDT
 NF1194  HISTORY     - 20010412 GOOD             ADVANC
 NF1194  HISTORY     - 20011128 GOOD             NGS
 NF1194  HISTORY     - 20060218 GOOD             INDIV
 NF1194
 NF1194                          STATION DESCRIPTION
 NF1194
 NF1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1194'IN BATTLE CREEK.
 NF1194'THE MARK IS 0.3 M ABOVE THE AVENUE.
 NF1194'IN BATTLE CREEK, AT THE INTERSECTION OF MICHIGAN AVENUE AND UNION
 NF1194'STREET, 10.6 M (34.8 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST
 NF1194'BOUND LANES OF THE AVENUE, 7.1 M (23.3 FT) SOUTHEAST OF THE CENTERLINE
 NF1194'OF THE NORTHEAST BOUND LANES OF THE STREET, 4.4 M (14.4 FT)
 NF1194'NORTH-NORTHWEST OF A FENCE CORNER, 3.1 M (10.2 FT) NORTHWEST OF A
 NF1194'FENCE, AND 3.0 M (9.8 FT) SOUTH OF A FIRE HYDRANT. NOTE--ACCESS TO
 NF1194'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1194
 NF1194                          STATION RECOVERY (1992)
 NF1194
 NF1194'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1194'STATION IS LOCATED ABOUT 2 MILES NORTH NORTHWEST OF THE I-94
 NF1194'INTERCHANGE WITH BEADLE LAKE ROAD, 3 MILES NORTH NORTHEAST OF THE
 NF1194'I-94 INTERCHANGE WITH M-66, IN THE CITY OF BATTLE CREEK, NEAR THE
 NF1194'EAST CITY LIMITS ON MICHIGAN AVENUE AT UNION STREET.  IT CAN BE
 NF1194'PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK IN SECTION 7,
 NF1194'T2S,R7W, EMMETT TOWNSHIP.
 NF1194'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTHERLY ON M-66 FOR
 NF1194'3.4 MI (5.5 KM) TO EAST MICHIGAN AVENUE, TURN RIGHT AND GO EASTERLY
 NF1194'ON MICHIGAN AVENUE FOR 0.5 MI (0.8 KM) TO UNION STREET AND THE
 NF1194'STATION IN THE NORTHEAST QUADRANT.
 NF1194'STATION IS 4.0 FT (1.2 M) NORTHEAST FROM A POWER POLE, 10.0 FT
 NF1194'(3.0 M) SOUTHEAST FROM A CATCH BASIN AT THE EAST CURB OF UNION
 NF1194'STREET, 10.2 FT (3.1 M) FROM THE CHAIN LINK FENCE, 14.4 FT (4.4 M)
 NF1194'NORTH NORTHWEST FROM A FENCE CORNER 23.3 FT (7.1 M) SOUTHEAST FROM THE
 NF1194'CONTER OF THE NE BOUND LANES OF UNION STREET, 31.5 FT (9.6 M) SOUTH
 NF1194'SOUTHWEST FROM A MAPLE TREE, 34.8 FT (10.6 M) NORTH NORTHEAST OF THE
 NF1194'CENTER OF THE WEST BOUND LANES OF MICHIGAN AVENUE.
 NF1194
 NF1194                          STATION RECOVERY (1994)
 NF1194
 NF1194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994
 NF1194'RECOVERED AS DESCRIBED.
 NF1194
 NF1194                          STATION RECOVERY (2001)
 NF1194
 NF1194'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF1194'RECOVERED IN GOOD CONDITION.
 NF1194
 NF1194                          STATION RECOVERY (2001)
 NF1194
 NF1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1194'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1194
 NF1194                          STATION RECOVERY (2006)
 NF1194
 NF1194'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NF1194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1029 ***********************************************************************
 NE1029  DESIGNATION -  D 337
 NE1029  PID         -  NE1029
 NE1029  STATE/COUNTY-  MI/WASHTENAW
 NE1029  USGS QUAD   -  YPSILANTI EAST (1983)
 NE1029
 NE1029                         *CURRENT SURVEY CONTROL
 NE1029  ___________________________________________________________________
 NE1029* NAD 83(1986)-  42 13 30.     (N)    083 33 09.     (W)     SCALED    
 NE1029* NAVD 88     -       216.492  (meters)     710.27   (feet)  ADJUSTED  
 NE1029  ___________________________________________________________________
 NE1029  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NE1029  DYNAMIC HT  -         216.424 (meters)     710.05  (feet)  COMP
 NE1029  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 NE1029
 NE1029  VERT ORDER  -  FIRST     CLASS II
 NE1029
 NE1029.The horizontal coordinates were scaled from a topographic map and have
 NE1029.an estimated accuracy of +/- 6 seconds.
 NE1029
 NE1029.The orthometric height was determined by differential leveling
 NE1029.and adjusted by the National Geodetic Survey in June 1991..
 NE1029
 NE1029.The geoid height was determined by GEOID03.
 NE1029
 NE1029.The dynamic height is computed by dividing the NAVD 88
 NE1029.geopotential number by the normal gravity value computed on the
 NE1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1029.degrees latitude (g = 980.6199 gals.).
 NE1029
 NE1029.The modeled gravity was interpolated from observed gravity values.
 NE1029
 NE1029;                    North         East    Units  Estimated Accuracy
 NE1029;SPC MI S     -    80,860.    4,067,210.      MT  (+/- 180 meters Scaled)
 NE1029
 NE1029                          SUPERSEDED SURVEY CONTROL
 NE1029
 NE1029  NGVD 29 (01/19/93)  216.622  (m)          710.70   (f) ADJUSTED    1 2
 NE1029
 NE1029.Superseded values are not recommended for survey control.
 NE1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1029.See file dsdata.txt to determine how the superseded data were derived.
 NE1029
 NE1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG893779(NAD 83)
 NE1029_MARKER: I = METAL ROD
 NE1029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1029_SP_SET: STAINLESS STEEL ROD
 NE1029_STAMPING: D 337 1985
 NE1029_MARK LOGO: NGS   
 NE1029_PROJECTION: RECESSED 1 CENTIMETERS
 NE1029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1029_ROD/PIPE-DEPTH: 9.8  meters
 NE1029
 NE1029  HISTORY     - Date     Condition        Report By
 NE1029  HISTORY     - 1985     MONUMENTED       NGS
 NE1029
 NE1029                          STATION DESCRIPTION
 NE1029
 NE1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1029'23.3 KM (14.5 MI) EAST FROM ANN ARBOR.
 NE1029'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1029'HURON STREET IN ANN ARBOR, THENCE 17.1 KM (10.6 MI) EASTERLY ALONG
 NE1029'INTERSTATE HIGHWAY 94, THENCE 0.3 KM (0.2 MI) NORTH ALONG RAWSONVILLE
 NE1029'ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG INTERSTATE HIGHWAY 94 SERVICE
 NE1029'ROAD, THENCE  0.6 KM (0.35 MI) NORTH ALONG MCGREGOR ROAD, 13.3 M
 NE1029'(43.6 FT) NORTH OF THE CENTER OF YUCA DRIVE, 10.9 M (35.8 FT) WEST OF
 NE1029'THE CENTER OF THE ROAD, 6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A
 NE1029'MANHOLE COVER, AND 4.4 M (14.4 FT) SOUTH OF AN UNDERGROUND CABLE
 NE1029'JUNCTION BOX.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NE1029'LOGO CAP.
 NE1029'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1003 ***********************************************************************
 NE1003  DESIGNATION -  D 338
 NE1003  PID         -  NE1003
 NE1003  STATE/COUNTY-  MI/WAYNE
 NE1003  USGS QUAD   -  DETROIT (1980)
 NE1003
 NE1003                         *CURRENT SURVEY CONTROL
 NE1003  ___________________________________________________________________
 NE1003* NAD 83(1986)-  42 17 49.     (N)    083 07 29.     (W)     SCALED    
 NE1003* NAVD 88     -       179.029  (meters)     587.36   (feet)  ADJUSTED  
 NE1003  ___________________________________________________________________
 NE1003  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE1003  DYNAMIC HT  -         178.975 (meters)     587.19  (feet)  COMP
 NE1003  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 NE1003
 NE1003  VERT ORDER  -  FIRST     CLASS II
 NE1003
 NE1003.The horizontal coordinates were scaled from a topographic map and have
 NE1003.an estimated accuracy of +/- 6 seconds.
 NE1003
 NE1003.The orthometric height was determined by differential leveling
 NE1003.and adjusted by the National Geodetic Survey in June 1991..
 NE1003
 NE1003.The geoid height was determined by GEOID03.
 NE1003
 NE1003.The dynamic height is computed by dividing the NAVD 88
 NE1003.geopotential number by the normal gravity value computed on the
 NE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1003.degrees latitude (g = 980.6199 gals.).
 NE1003
 NE1003.The modeled gravity was interpolated from observed gravity values.
 NE1003
 NE1003;                    North         East    Units  Estimated Accuracy
 NE1003;SPC MI S     -    89,280.    4,102,410.      MT  (+/- 180 meters Scaled)
 NE1003
 NE1003                          SUPERSEDED SURVEY CONTROL
 NE1003
 NE1003  NGVD 29 (01/19/93)  179.196  (m)          587.91   (f) ADJUSTED    1 2
 NE1003
 NE1003.Superseded values are not recommended for survey control.
 NE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1003.See file dsdata.txt to determine how the superseded data were derived.
 NE1003
 NE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG248849(NAD 83)
 NE1003_MARKER: DB = BENCH MARK DISK
 NE1003_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1003_SP_SET: PIER
 NE1003_STAMPING: D 338 1985
 NE1003_MARK LOGO: NGS   
 NE1003_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1003+STABILITY: POSITION/ELEVATION WELL
 NE1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1003+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 NE1003
 NE1003  HISTORY     - Date     Condition        Report By
 NE1003  HISTORY     - 1985     MONUMENTED       NGS
 NE1003  HISTORY     - 20020511 GOOD             OHM
 NE1003
 NE1003                          STATION DESCRIPTION
 NE1003
 NE1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1003'IN DETROIT.
 NE1003'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND FORT STREET,
 NE1003'SET VERTICALLY IN THE SOUHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 20
 NE1003'COLUMNS OF THE FIRST PIER SOUTHEAST OF FORT STREET OF THE HIGHWAY
 NE1003'OVERPASS OF THE STREET, 46.6 M (152.9 FT) SOUTHWEST OF THE CENTER OF
 NE1003'THE HIGHWAY, AND 8.7 M (28.5 FT) SOUTHEAST OF THE CENTER OF THE
 NE1003'NORTHEAST BOUND LANES OF THE STREET.
 NE1003'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1003
 NE1003                          STATION RECOVERY (2002)
 NE1003
 NE1003'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1003'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0725 ***********************************************************************
 RJ0725  DESIGNATION -  D 339
 RJ0725  PID         -  RJ0725
 RJ0725  STATE/COUNTY-  MI/CHIPPEWA
 RJ0725  USGS QUAD   -  MUNUSCONG (1976)
 RJ0725
 RJ0725                         *CURRENT SURVEY CONTROL
 RJ0725  ___________________________________________________________________
 RJ0725* NAD 83(1986)-  46 09 32.     (N)    084 10 17.     (W)     SCALED    
 RJ0725* NAVD 88     -       183.981  (meters)     603.61   (feet)  ADJUSTED  
 RJ0725  ___________________________________________________________________
 RJ0725  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 RJ0725  DYNAMIC HT  -         183.988 (meters)     603.63  (feet)  COMP
 RJ0725  MODELED GRAV-     980,650.0   (mgal)                       NAVD 88
 RJ0725
 RJ0725  VERT ORDER  -  SECOND    CLASS I
 RJ0725
 RJ0725.The horizontal coordinates were scaled from a topographic map and have
 RJ0725.an estimated accuracy of +/- 6 seconds.
 RJ0725
 RJ0725.The orthometric height was determined by differential leveling
 RJ0725.and adjusted by the National Geodetic Survey in June 1991..
 RJ0725
 RJ0725.The geoid height was determined by GEOID03.
 RJ0725
 RJ0725.The dynamic height is computed by dividing the NAVD 88
 RJ0725.geopotential number by the normal gravity value computed on the
 RJ0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0725.degrees latitude (g = 980.6199 gals.).
 RJ0725
 RJ0725.The modeled gravity was interpolated from observed gravity values.
 RJ0725
 RJ0725;                    North         East    Units  Estimated Accuracy
 RJ0725;SPC MI N     -   156,780.    8,218,420.      MT  (+/- 180 meters Scaled)
 RJ0725
 RJ0725                          SUPERSEDED SURVEY CONTROL
 RJ0725
 RJ0725.No superseded survey control is available for this station.
 RJ0725
 RJ0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS183155(NAD 83)
 RJ0725_MARKER: DB = BENCH MARK DISK
 RJ0725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0725_SP_SET: STAINLESS STEEL ROD
 RJ0725_STAMPING: D 339 1986
 RJ0725_MARK LOGO: NOS   
 RJ0725_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0725_ROD/PIPE-DEPTH: 5.5  meters
 RJ0725
 RJ0725  HISTORY     - Date     Condition        Report By
 RJ0725  HISTORY     - 1986     MONUMENTED       NOS
 RJ0725  HISTORY     - 1986     GOOD             LOCSUR
 RJ0725
 RJ0725                          STATION DESCRIPTION
 RJ0725
 RJ0725'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0725'14.3 KM (8.9 MI) EAST FROM PICKFORD.
 RJ0725'14.3 KM (8.9 MI) EAST ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN
 RJ0725'PICKFORD, 5.2 M (17.1 FT) NORTH OF A 12-INCH CEDAR TREE WITNESS NAIL,
 RJ0725'5.2 M (17.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, AND 4.5 M (14.8
 RJ0725'FT) NORTH-NORTHEAST OF THE CENTER OF THE CULVERT.
 RJ0725
 RJ0725                          STATION RECOVERY (1986)
 RJ0725
 RJ0725'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986 (NOS)
 RJ0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5046 ***********************************************************************
 AA5046  DESIGNATION -  D 340
 AA5046  PID         -  AA5046
 AA5046  STATE/COUNTY-  MI/MASON
 AA5046  USGS QUAD   -  CUSTER (1987)
 AA5046
 AA5046                         *CURRENT SURVEY CONTROL
 AA5046  ___________________________________________________________________
 AA5046* NAD 83(1986)-  43 57 14.     (N)    086 08 06.     (W)     SCALED    
 AA5046* NAVD 88     -       211.262  (meters)     693.12   (feet)  ADJUSTED  
 AA5046  ___________________________________________________________________
 AA5046  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 AA5046  DYNAMIC HT  -         211.226 (meters)     693.00  (feet)  COMP
 AA5046  MODELED GRAV-     980,445.9   (mgal)                       NAVD 88
 AA5046
 AA5046  VERT ORDER  -  FIRST     CLASS II
 AA5046
 AA5046.The horizontal coordinates were scaled from a topographic map and have
 AA5046.an estimated accuracy of +/- 6 seconds.
 AA5046
 AA5046.The orthometric height was determined by differential leveling
 AA5046.and adjusted by the National Geodetic Survey in January 2002..
 AA5046
 AA5046.The geoid height was determined by GEOID03.
 AA5046
 AA5046.The dynamic height is computed by dividing the NAVD 88
 AA5046.geopotential number by the normal gravity value computed on the
 AA5046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5046.degrees latitude (g = 980.6199 gals.).
 AA5046
 AA5046.The modeled gravity was interpolated from observed gravity values.
 AA5046
 AA5046;                    North         East    Units  Estimated Accuracy
 AA5046;SPC MI C     -    72,360.    5,858,060.      MT  (+/- 180 meters Scaled)
 AA5046
 AA5046                          SUPERSEDED SURVEY CONTROL
 AA5046
 AA5046.No superseded survey control is available for this station.
 AA5046
 AA5046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP694671(NAD 83)
 AA5046_MARKER: I = METAL ROD
 AA5046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5046_STAMPING: D 340 1992
 AA5046_MARK LOGO: NGS   
 AA5046_PROJECTION: FLUSH
 AA5046_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5046+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5046_ROD/PIPE-DEPTH: 12.2 meters
 AA5046
 AA5046  HISTORY     - Date     Condition        Report By
 AA5046  HISTORY     - 1992     MONUMENTED       NGS
 AA5046  HISTORY     - 20031010 GOOD             USPSQD
 AA5046
 AA5046                          STATION DESCRIPTION
 AA5046
 AA5046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5046'6.9 KM (4.30 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5046'IN CUSTER, 18.5 M (60.7 FT) NORTH OF THE HIGHWAY CENTERLINE, 8.2 M
 AA5046'(26.9 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.7 M (2.3 FT) BELOW THE
 AA5046'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST.
 AA5046'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5046
 AA5046                          STATION RECOVERY (2003)
 AA5046
 AA5046'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7868 ***********************************************************************
 AH7868  DESIGNATION -  D 341
 AH7868  PID         -  AH7868
 AH7868  STATE/COUNTY-  MI/OSCEOLA
 AH7868  USGS QUAD   -  REED CITY SOUTH (1987)
 AH7868
 AH7868                         *CURRENT SURVEY CONTROL
 AH7868  ___________________________________________________________________
 AH7868* NAD 83(1986)-  43 48 56.     (N)    085 30 09.     (W)     SCALED    
 AH7868* NAVD 88     -       300.192  (meters)     984.88   (feet)  ADJUSTED  
 AH7868  ___________________________________________________________________
 AH7868  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AH7868  DYNAMIC HT  -         300.142 (meters)     984.72  (feet)  COMP
 AH7868  MODELED GRAV-     980,443.5   (mgal)                       NAVD 88
 AH7868
 AH7868  VERT ORDER  -  FIRST     CLASS II
 AH7868
 AH7868.The horizontal coordinates were scaled from a topographic map and have
 AH7868.an estimated accuracy of +/- 6 seconds.
 AH7868
 AH7868.The orthometric height was determined by differential leveling
 AH7868.and adjusted by the National Geodetic Survey in January 2002..
 AH7868
 AH7868.The geoid height was determined by GEOID03.
 AH7868
 AH7868.The dynamic height is computed by dividing the NAVD 88
 AH7868.geopotential number by the normal gravity value computed on the
 AH7868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7868.degrees latitude (g = 980.6199 gals.).
 AH7868
 AH7868.The modeled gravity was interpolated from observed gravity values.
 AH7868
 AH7868;                    North         East    Units  Estimated Accuracy
 AH7868;SPC MI C     -    56,080.    5,908,610.      MT  (+/- 180 meters Scaled)
 AH7868
 AH7868                          SUPERSEDED SURVEY CONTROL
 AH7868
 AH7868.No superseded survey control is available for this station.
 AH7868
 AH7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP204524(NAD 83)
 AH7868_MARKER: I = METAL ROD
 AH7868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7868_STAMPING: D 341 1992
 AH7868_MARK LOGO: NGS   
 AH7868_PROJECTION: FLUSH
 AH7868_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7868+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 AH7868_ROD/PIPE-DEPTH: 22.9 meters
 AH7868
 AH7868  HISTORY     - Date     Condition        Report By
 AH7868  HISTORY     - 1992     MONUMENTED       NGS
 AH7868  HISTORY     - 20051024 GOOD             USPSQD
 AH7868
 AH7868                          STATION DESCRIPTION
 AH7868
 AH7868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7868'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7868'IN REED CITY, THENCE 6.9 KM (4.30 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7868'131 BUSINESS, 23.8 M (78.1 FT) EAST OF AND LEVEL WITH THE HIGHWAY
 AH7868'CENTERLINE, 10.0 M (32.8 FT) NORTH OF THE CENTER OF MCLEOLA ROAD, AND
 AH7868'0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 AH7868'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7868
 AH7868                          STATION RECOVERY (2005)
 AH7868
 AH7868'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 AH7868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7891 ***********************************************************************
 AH7891  DESIGNATION -  D 342
 AH7891  PID         -  AH7891
 AH7891  STATE/COUNTY-  MI/MECOSTA
 AH7891  USGS QUAD   -  MECOSTA (1979)
 AH7891
 AH7891                         *CURRENT SURVEY CONTROL
 AH7891  ___________________________________________________________________
 AH7891* NAD 83(1986)-  43 35 40.     (N)    085 11 06.     (W)     SCALED    
 AH7891* NAVD 88     -       315.463  (meters)    1034.98   (feet)  ADJUSTED  
 AH7891  ___________________________________________________________________
 AH7891  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AH7891  DYNAMIC HT  -         315.405 (meters)    1034.79  (feet)  COMP
 AH7891  MODELED GRAV-     980,429.0   (mgal)                       NAVD 88
 AH7891
 AH7891  VERT ORDER  -  FIRST     CLASS II
 AH7891
 AH7891.The horizontal coordinates were scaled from a topographic map and have
 AH7891.an estimated accuracy of +/- 6 seconds.
 AH7891
 AH7891.The orthometric height was determined by differential leveling
 AH7891.and adjusted by the National Geodetic Survey in January 2002..
 AH7891
 AH7891.The geoid height was determined by GEOID03.
 AH7891
 AH7891.The dynamic height is computed by dividing the NAVD 88
 AH7891.geopotential number by the normal gravity value computed on the
 AH7891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7891.degrees latitude (g = 980.6199 gals.).
 AH7891
 AH7891.The modeled gravity was interpolated from observed gravity values.
 AH7891
 AH7891;                    North         East    Units  Estimated Accuracy
 AH7891;SPC MI S     -   232,980.    3,933,920.      MT  (+/- 180 meters Scaled)
 AH7891
 AH7891                          SUPERSEDED SURVEY CONTROL
 AH7891
 AH7891.No superseded survey control is available for this station.
 AH7891
 AH7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP465284(NAD 83)
 AH7891_MARKER: I = METAL ROD
 AH7891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7891_STAMPING: D 342 1992
 AH7891_MARK LOGO: NGS   
 AH7891_PROJECTION: FLUSH
 AH7891_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7891+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7891_ROD/PIPE-DEPTH: 4.4  meters
 AH7891
 AH7891  HISTORY     - Date     Condition        Report By
 AH7891  HISTORY     - 1992     MONUMENTED       NGS
 AH7891
 AH7891                          STATION DESCRIPTION
 AH7891
 AH7891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7891'2.9 KM (1.80 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7891'IN REMUS, 159.5 M (523.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 12.6 M
 AH7891'(41.3 FT) WEST OF THE CENTER OF 50TH AVENUE, 7.7 M (25.3 FT) EAST OF
 AH7891'THE SOUTHEAST CORNER OF THE MILLER HEADSTONE, 1.4 M (4.6 FT) NORTH OF
 AH7891'THE CENTER OF THE NORTH ENTRANCE INTO THE ST.  MICNAEL CEMETERY, AND
 AH7891'0.4 M (1.3 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE
 AH7891'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7912 ***********************************************************************
 AH7912  DESIGNATION -  D 343
 AH7912  PID         -  AH7912
 AH7912  STATE/COUNTY-  MI/MONTCALM
 AH7912  USGS QUAD   -  STANTON (1982)
 AH7912
 AH7912                         *CURRENT SURVEY CONTROL
 AH7912  ___________________________________________________________________
 AH7912* NAD 83(1986)-  43 18 25.     (N)    085 03 53.     (W)     SCALED    
 AH7912* NAVD 88     -       286.799  (meters)     940.94   (feet)  ADJUSTED  
 AH7912  ___________________________________________________________________
 AH7912  GEOID HEIGHT-         -32.56  (meters)                     GEOID03
 AH7912  DYNAMIC HT  -         286.744 (meters)     940.76  (feet)  COMP
 AH7912  MODELED GRAV-     980,422.0   (mgal)                       NAVD 88
 AH7912
 AH7912  VERT ORDER  -  FIRST     CLASS II
 AH7912
 AH7912.The horizontal coordinates were scaled from a topographic map and have
 AH7912.an estimated accuracy of +/- 6 seconds.
 AH7912
 AH7912.The orthometric height was determined by differential leveling
 AH7912.and adjusted by the National Geodetic Survey in January 2002..
 AH7912
 AH7912.The geoid height was determined by GEOID03.
 AH7912
 AH7912.The dynamic height is computed by dividing the NAVD 88
 AH7912.geopotential number by the normal gravity value computed on the
 AH7912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7912.degrees latitude (g = 980.6199 gals.).
 AH7912
 AH7912.The modeled gravity was interpolated from observed gravity values.
 AH7912
 AH7912;                    North         East    Units  Estimated Accuracy
 AH7912;SPC MI S     -   200,950.    3,943,370.      MT  (+/- 180 meters Scaled)
 AH7912
 AH7912                          SUPERSEDED SURVEY CONTROL
 AH7912
 AH7912.No superseded survey control is available for this station.
 AH7912
 AH7912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN569967(NAD 83)
 AH7912_MARKER: I = METAL ROD
 AH7912_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7912_STAMPING: D 343 1992
 AH7912_MARK LOGO: NGS   
 AH7912_PROJECTION: FLUSH
 AH7912_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7912+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7912_ROD/PIPE-DEPTH: 6.6  meters
 AH7912_SLEEVE-DEPTH  : 0.9 meters
 AH7912
 AH7912  HISTORY     - Date     Condition        Report By
 AH7912  HISTORY     - 1992     MONUMENTED       NGS
 AH7912
 AH7912                          STATION DESCRIPTION
 AH7912
 AH7912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7912'1.2 KM (0.75 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7912'STANTON, THENCE 1.7 KM (1.05 MI) NORTHERLY ALONG PEOPLES ROAD, 16.4 M
 AH7912'(53.8 FT) WEST OF THE ROAD CENTER, 11.6 M (38.1 FT) NORTH OF THE
 AH7912'CENTER OF KLEES ROAD, 4.4 M (14.4 FT) NORTH OF A T-JUNCTION UTILITY
 AH7912'POLE WITH 2 GUY CABLES, 0.6 M (2.0 FT) WEST OF A WITNESS POST, AND 0.3
 AH7912'M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AH7912'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AH7912'THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8448 ***********************************************************************
 AH8448  DESIGNATION -  D 344
 AH8448  PID         -  AH8448
 AH8448  STATE/COUNTY-  MI/ST JOSEPH
 AH8448  USGS QUAD   -  CONSTANTINE (1972)
 AH8448
 AH8448                         *CURRENT SURVEY CONTROL
 AH8448  ___________________________________________________________________
 AH8448* NAD 83(1986)-  41 51 41.     (N)    085 39 47.     (W)     SCALED    
 AH8448* NAVD 88     -       242.762  (meters)     796.46   (feet)  ADJUSTED  
 AH8448  ___________________________________________________________________
 AH8448  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 AH8448  DYNAMIC HT  -         242.676 (meters)     796.18  (feet)  COMP
 AH8448  MODELED GRAV-     980,265.3   (mgal)                       NAVD 88
 AH8448
 AH8448  VERT ORDER  -  FIRST     CLASS II
 AH8448
 AH8448.The horizontal coordinates were scaled from a topographic map and have
 AH8448.an estimated accuracy of +/- 6 seconds.
 AH8448
 AH8448.The orthometric height was determined by differential leveling
 AH8448.and adjusted by the National Geodetic Survey in March 2005..
 AH8448.No vertical observational check was made to the station.
 AH8448
 AH8448.The geoid height was determined by GEOID03.
 AH8448
 AH8448.The dynamic height is computed by dividing the NAVD 88
 AH8448.geopotential number by the normal gravity value computed on the
 AH8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8448.degrees latitude (g = 980.6199 gals.).
 AH8448
 AH8448.The modeled gravity was interpolated from observed gravity values.
 AH8448
 AH8448;                    North         East    Units  Estimated Accuracy
 AH8448;SPC MI S     -    40,970.    3,892,360.      MT  (+/- 180 meters Scaled)
 AH8448
 AH8448                          SUPERSEDED SURVEY CONTROL
 AH8448
 AH8448.No superseded survey control is available for this station.
 AH8448
 AH8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM109352(NAD 83)
 AH8448_MARKER: F = FLANGE-ENCASED ROD
 AH8448_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8448_STAMPING: D 344 1992
 AH8448_MARK LOGO: NGS   
 AH8448_PROJECTION: FLUSH
 AH8448_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8448+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8448_ROD/PIPE-DEPTH: 11.6 meters
 AH8448
 AH8448  HISTORY     - Date     Condition        Report By
 AH8448  HISTORY     - 1992     MONUMENTED       NGS
 AH8448  HISTORY     - 20010529 GOOD             NGS
 AH8448
 AH8448                          STATION DESCRIPTION
 AH8448
 AH8448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8448'7.6 KM (4.70 MI) NORTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8448'U.S. HIGHWAY 12 AT WHITE PIGEON, 17.3 M (56.8 FT) EAST OF THE
 AH8448'CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTHEAST OF A GAS LINE
 AH8448'WARNING POST, 4.0 M (13.1 FT) NORTH OF A UTILITY POLE WITH 2 GUY
 AH8448'CABLES, 3.3 M (10.8 FT) SOUTH OF AN EXTENDED LINE OF THE NORTH FACE OF
 AH8448'A LONE 2 STORY HOUSE, 2.9 M (9.5 FT) NORTHWEST OF AN UNDERGROUND CABLE
 AH8448'JUNCTION BOX, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AH8448'(1.3 FT) WEST OF A WITNESS POST.  NOTE-- ACCESS TO THE DATUM POINT IS
 AH8448'THROUGH A 5-INCH LOGO CAP.
 AH8448
 AH8448                          STATION RECOVERY (2001)
 AH8448
 AH8448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8448'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8428 ***********************************************************************
 AH8428  DESIGNATION -  D 345
 AH8428  PID         -  AH8428
 AH8428  STATE/COUNTY-  MI/KALAMAZOO
 AH8428  USGS QUAD   -  SCHOOLCRAFT (1979)
 AH8428
 AH8428                         *CURRENT SURVEY CONTROL
 AH8428  ___________________________________________________________________
 AH8428* NAD 83(1986)-  42 06 57.     (N)    085 37 57.     (W)     SCALED    
 AH8428* NAVD 88     -       267.308  (meters)     876.99   (feet)  ADJUSTED  
 AH8428  ___________________________________________________________________
 AH8428  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 AH8428  DYNAMIC HT  -         267.220 (meters)     876.70  (feet)  COMP
 AH8428  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 AH8428
 AH8428  VERT ORDER  -  FIRST     CLASS II
 AH8428
 AH8428.The horizontal coordinates were scaled from a topographic map and have
 AH8428.an estimated accuracy of +/- 6 seconds.
 AH8428
 AH8428.The orthometric height was determined by differential leveling
 AH8428.and adjusted by the National Geodetic Survey in March 2005..
 AH8428
 AH8428.The geoid height was determined by GEOID03.
 AH8428
 AH8428.The dynamic height is computed by dividing the NAVD 88
 AH8428.geopotential number by the normal gravity value computed on the
 AH8428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8428.degrees latitude (g = 980.6199 gals.).
 AH8428
 AH8428.The modeled gravity was interpolated from observed gravity values.
 AH8428
 AH8428;                    North         East    Units  Estimated Accuracy
 AH8428;SPC MI S     -    69,190.    3,895,320.      MT  (+/- 180 meters Scaled)
 AH8428
 AH8428                          SUPERSEDED SURVEY CONTROL
 AH8428
 AH8428.No superseded survey control is available for this station.
 AH8428
 AH8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM130635(NAD 83)
 AH8428_MARKER: F = FLANGE-ENCASED ROD
 AH8428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH8428_STAMPING: D 345 1992
 AH8428_MARK LOGO: NGS   
 AH8428_PROJECTION: FLUSH
 AH8428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8428+STABILITY: POSITION/ELEVATION WELL
 AH8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8428+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8428_ROD/PIPE-DEPTH: 24.7 meters
 AH8428_SLEEVE-DEPTH  : 3.80 meters
 AH8428
 AH8428  HISTORY     - Date     Condition        Report By
 AH8428  HISTORY     - 1992     MONUMENTED       NGS
 AH8428  HISTORY     - 20010528 GOOD             NGS
 AH8428  HISTORY     - 20060613 GOOD             MIDT
 AH8428
 AH8428                          STATION DESCRIPTION
 AH8428
 AH8428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8428'IN SCHOOLCRAFT, AT 498 EAST CASS STREET, 19.5 M (64.0 FT) SOUTH OF THE
 AH8428'CENTER OF THE STREET, 10.8 M (35.4 FT) WEST OF THE NORTHWEST CORNER OF
 AH8428'THE WILLARD J ALDRICH PUMPING STATION AT 498 EAST CASS STREET, 2.7 M
 AH8428'(8.9 FT) WEST OF THE CENTER OF A CHAIN-LINK FENCE GATE AND DRIVEWAY
 AH8428'LEADING TO A SUPPLY YARD, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND
 AH8428'GATE POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVEWAY.
 AH8428'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INGH LOGO CAP.
 AH8428
 AH8428                          STATION RECOVERY (2001)
 AH8428
 AH8428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8428'RECOVERED AS DESCRIBED.
 AH8428
 AH8428                          STATION RECOVERY (2006)
 AH8428
 AH8428'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 AH8428'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8196 ***********************************************************************
 AB8196  DESIGNATION -  D 346
 AB8196  PID         -  AB8196
 AB8196  STATE/COUNTY-  MI/CHIPPEWA
 AB8196  USGS QUAD   -  TIMBERLOST (1975)
 AB8196
 AB8196                         *CURRENT SURVEY CONTROL
 AB8196  ___________________________________________________________________
 AB8196* NAD 83(1986)-  46 35 42.     (N)    085 14 20.     (W)     SCALED    
 AB8196* NAVD 88     -       229.204  (meters)     751.98   (feet)  ADJUSTED  
 AB8196  ___________________________________________________________________
 AB8196  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 AB8196  DYNAMIC HT  -         229.217 (meters)     752.02  (feet)  COMP
 AB8196  MODELED GRAV-     980,667.2   (mgal)                       NAVD 88
 AB8196
 AB8196  VERT ORDER  -  SECOND    CLASS I
 AB8196
 AB8196.The horizontal coordinates were scaled from a topographic map and have
 AB8196.an estimated accuracy of +/- 6 seconds.
 AB8196
 AB8196.The orthometric height was determined by differential leveling
 AB8196.and adjusted by the National Geodetic Survey in July 2002..
 AB8196
 AB8196.The geoid height was determined by GEOID03.
 AB8196
 AB8196.The dynamic height is computed by dividing the NAVD 88
 AB8196.geopotential number by the normal gravity value computed on the
 AB8196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8196.degrees latitude (g = 980.6199 gals.).
 AB8196
 AB8196.The modeled gravity was interpolated from observed gravity values.
 AB8196
 AB8196;                    North         East    Units  Estimated Accuracy
 AB8196;SPC MI N     -   202,860.    8,134,930.      MT  (+/- 180 meters Scaled)
 AB8196
 AB8196                          SUPERSEDED SURVEY CONTROL
 AB8196
 AB8196.No superseded survey control is available for this station.
 AB8196
 AB8196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS348616(NAD 83)
 AB8196_MARKER: I = METAL ROD
 AB8196_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8196_STAMPING: D 346 1996
 AB8196_MARK LOGO: NGS   
 AB8196_PROJECTION: FLUSH
 AB8196_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8196+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8196_ROD/PIPE-DEPTH: 30.6 meters
 AB8196
 AB8196  HISTORY     - Date     Condition        Report By
 AB8196  HISTORY     - 1996     MONUMENTED       NGS
 AB8196  HISTORY     - 20040825 GOOD             USPSQD
 AB8196  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 AB8196
 AB8196                          STATION DESCRIPTION
 AB8196
 AB8196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8196'20.0 KM (12.40 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8196'OF WHITEFISH ROAD IN PARADISE, AT THE CHIPPEWA-LUCE COUNTY LINE, 38.9
 AB8196'M (127.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.3 M (4.3 FT) NORTH OF
 AB8196'A 16-INCH PINE TREE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY,
 AB8196'AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AB8196'POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8196
 AB8196                          STATION RECOVERY (2004)
 AB8196
 AB8196'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8196'RECOVERED IN GOOD CONDITION.
 AB8196
 AB8196                          STATION RECOVERY (2005)
 AB8196
 AB8196'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8196'WITNESS POST IS IN GENERAL LOCATION.  AREA SHOWS SIGNS OF GRADING, SO
 AB8196'MARKER MAY BE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6029 ***********************************************************************
 AC6029  DESIGNATION -  D 347
 AC6029  PID         -  AC6029
 AC6029  STATE/COUNTY-  MI/KEWEENAW
 AC6029  USGS QUAD   -  EAGLE HARBOR (1975)
 AC6029
 AC6029                         *CURRENT SURVEY CONTROL
 AC6029  ___________________________________________________________________
 AC6029* NAD 83(1986)-  47 25 42.     (N)    088 07 32.     (W)     SCALED    
 AC6029* NAVD 88     -       356.610  (meters)    1169.98   (feet)  ADJUSTED  
 AC6029  ___________________________________________________________________
 AC6029  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 AC6029  DYNAMIC HT  -         356.670 (meters)    1170.17  (feet)  COMP
 AC6029  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 AC6029
 AC6029  VERT ORDER  -  SECOND    CLASS I
 AC6029
 AC6029.The horizontal coordinates were scaled from a topographic map and have
 AC6029.an estimated accuracy of +/- 6 seconds.
 AC6029
 AC6029.The orthometric height was determined by differential leveling
 AC6029.and adjusted by the National Geodetic Survey in March 1997..
 AC6029
 AC6029.The geoid height was determined by GEOID03.
 AC6029
 AC6029.The dynamic height is computed by dividing the NAVD 88
 AC6029.geopotential number by the normal gravity value computed on the
 AC6029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6029.degrees latitude (g = 980.6199 gals.).
 AC6029
 AC6029.The modeled gravity was interpolated from observed gravity values.
 AC6029
 AC6029;                    North         East    Units  Estimated Accuracy
 AC6029;SPC MI N     -   294,600.    7,915,080.      MT  (+/- 180 meters Scaled)
 AC6029
 AC6029                          SUPERSEDED SURVEY CONTROL
 AC6029
 AC6029.No superseded survey control is available for this station.
 AC6029
 AC6029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT151533(NAD 83)
 AC6029_MARKER: DV = VERTICAL CONTROL DISK
 AC6029_SETTING: 66 = SET IN ROCK OUTCROP
 AC6029_STAMPING: D 347 1996
 AC6029_MARK LOGO: NGS   
 AC6029_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6029+STABILITY: POSITION/ELEVATION WELL
 AC6029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6029+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6029
 AC6029  HISTORY     - Date     Condition        Report By
 AC6029  HISTORY     - 1996     MONUMENTED       NGS
 AC6029  HISTORY     - 20010913 GOOD             USPSQD
 AC6029  HISTORY     - 20031013 GOOD             GEOCAC
 AC6029
 AC6029                          STATION DESCRIPTION
 AC6029
 AC6029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6029'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6029'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 3.6 KM (2.25 MI)
 AC6029'SOUTHEASTERLY ALONG DELAWARE CUTOFF, IN AN AREA OF OUTCROPPING
 AC6029'BEDROCK, 4.9 M (16.1 FT) NORTH OF THE ROAD CENTER, 3.0 M (9.8 FT)
 AC6029'SOUTHEAST OF UTILITY POLE NUMBER 81, 0.4 M (1.3 FT) ABOVE THE LEVEL OF
 AC6029'THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AC6029
 AC6029                          STATION RECOVERY (2001)
 AC6029
 AC6029'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6029'RECOVERED IN GOOD CONDITION.
 AC6029
 AC6029                          STATION RECOVERY (2003)
 AC6029
 AC6029'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6029'NAD 83(1986)-  47 25 41.5 (N) -   088 07 33.9 (W) HANDHELD GPS
 AC6029' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0073 ***********************************************************************
 PK0073  DESIGNATION -  D 35
 PK0073  PID         -  PK0073
 PK0073  STATE/COUNTY-  MI/IOSCO
 PK0073  USGS QUAD   -  NATIONAL CITY (1976)
 PK0073
 PK0073                         *CURRENT SURVEY CONTROL
 PK0073  ___________________________________________________________________
 PK0073* NAD 83(1986)-  44 12 18.     (N)    083 44 33.     (W)     SCALED    
 PK0073* NAVD 88     -       199.886  (meters)     655.79   (feet)  ADJUSTED  
 PK0073  ___________________________________________________________________
 PK0073  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PK0073  DYNAMIC HT  -         199.856 (meters)     655.69  (feet)  COMP
 PK0073  MODELED GRAV-     980,466.2   (mgal)                       NAVD 88
 PK0073
 PK0073  VERT ORDER  -  FIRST     CLASS II
 PK0073
 PK0073.The horizontal coordinates were scaled from a topographic map and have
 PK0073.an estimated accuracy of +/- 6 seconds.
 PK0073
 PK0073.The orthometric height was determined by differential leveling
 PK0073.and adjusted by the National Geodetic Survey in June 1991..
 PK0073
 PK0073.The geoid height was determined by GEOID03.
 PK0073
 PK0073.The dynamic height is computed by dividing the NAVD 88
 PK0073.geopotential number by the normal gravity value computed on the
 PK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0073.degrees latitude (g = 980.6199 gals.).
 PK0073
 PK0073.The modeled gravity was interpolated from observed gravity values.
 PK0073
 PK0073;                    North         East    Units  Estimated Accuracy
 PK0073;SPC MI C     -    98,910.    6,049,890.      MT  (+/- 180 meters Scaled)
 PK0073
 PK0073                          SUPERSEDED SURVEY CONTROL
 PK0073
 PK0073  NGVD 29 (??/??/92)  200.076  (m)          656.42   (f) ADJ UNCH    1 2
 PK0073
 PK0073.Superseded values are not recommended for survey control.
 PK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0073.See file dsdata.txt to determine how the superseded data were derived.
 PK0073
 PK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ808983(NAD 83)
 PK0073_MARKER: DB = BENCH MARK DISK
 PK0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0073_STAMPING: D 35 1934
 PK0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0073+STABILITY: SURFACE MOTION
 PK0073
 PK0073  HISTORY     - Date     Condition        Report By
 PK0073  HISTORY     - 1934     MONUMENTED       CGS
 PK0073  HISTORY     - 1948     GOOD             NGS
 PK0073  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0073
 PK0073                          STATION DESCRIPTION
 PK0073
 PK0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PK0073'2.2 MI S FROM NATIONAL CITY.
 PK0073'2.2 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0073'STATION AT NATIONAL CITY, IOSCO COUNTY, 0.3 MILE SOUTH OF
 PK0073'MILEPOST 45, 50 YARDS SOUTHWEST OF HIGH TENSION TOWER 1103, AT A
 PK0073'ROAD CROSSING, 6 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 6
 PK0073'YARDS WEST OF THE WEST RAIL, AND ABOUT LEVEL WITH THE BASE OF
 PK0073'THE RAIL.  A STANDARD DISK, STAMPED D 35 1934 AND SET IN THE
 PK0073'TOP OF A CONCRETE POST.
 PK0073
 PK0073                          STATION RECOVERY (1983)
 PK0073
 PK0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0073'NOT SEARCHED FOR, ACCESSIBLE BY RAILROAD, MAIN LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0036 ***********************************************************************
 PK0036  DESIGNATION -  D 36
 PK0036  PID         -  PK0036
 PK0036  STATE/COUNTY-  MI/ALPENA
 PK0036  USGS QUAD   -  OSSINEKE (1971)
 PK0036
 PK0036                         *CURRENT SURVEY CONTROL
 PK0036  ___________________________________________________________________
 PK0036* NAD 83(1986)-  44 55 12.     (N)    083 25 50.     (W)     SCALED    
 PK0036* NAVD 88     -       184.143  (meters)     604.14   (feet)  ADJUSTED  
 PK0036  ___________________________________________________________________
 PK0036  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PK0036  DYNAMIC HT  -         184.129 (meters)     604.10  (feet)  COMP
 PK0036  MODELED GRAV-     980,537.3   (mgal)                       NAVD 88
 PK0036
 PK0036  VERT ORDER  -  FIRST     CLASS II
 PK0036
 PK0036.The horizontal coordinates were scaled from a topographic map and have
 PK0036.an estimated accuracy of +/- 6 seconds.
 PK0036
 PK0036.The orthometric height was determined by differential leveling
 PK0036.and adjusted by the National Geodetic Survey in June 1991..
 PK0036
 PK0036.The geoid height was determined by GEOID03.
 PK0036
 PK0036.The dynamic height is computed by dividing the NAVD 88
 PK0036.geopotential number by the normal gravity value computed on the
 PK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0036.degrees latitude (g = 980.6199 gals.).
 PK0036
 PK0036.The modeled gravity was interpolated from observed gravity values.
 PK0036
 PK0036;                    North         East    Units  Estimated Accuracy
 PK0036;SPC MI C     -   178,590.    6,073,900.      MT  (+/- 180 meters Scaled)
 PK0036
 PK0036                          SUPERSEDED SURVEY CONTROL
 PK0036
 PK0036  NGVD 29 (??/??/92)  184.320  (m)          604.72   (f) ADJ UNCH    1 2
 PK0036
 PK0036.Superseded values are not recommended for survey control.
 PK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0036.See file dsdata.txt to determine how the superseded data were derived.
 PK0036
 PK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK081769(NAD 83)
 PK0036_MARKER: DB = BENCH MARK DISK
 PK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0036_STAMPING: D 36 1934
 PK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0036+STABILITY: SURFACE MOTION
 PK0036
 PK0036  HISTORY     - Date     Condition        Report By
 PK0036  HISTORY     - 1934     MONUMENTED       CGS
 PK0036  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0036  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 PK0036
 PK0036                          STATION DESCRIPTION
 PK0036
 PK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0036'AT OSSINEKE.
 PK0036'AT OSSINEKE, ALPENA COUNTY, 30 YARDS SOUTH OF THE SOUTH END OF
 PK0036'THE DETROIT AND MACKINAC RAILWAY STATION, 50 YARDS NORTH OF A
 PK0036'ROAD, 21.5 YARDS EAST OF THE CENTERLINE OF A ROAD, 37.5 FEET
 PK0036'WEST OF THE WEST RAIL, 4 FEET EAST OF A POLE, AND ABOUT LEVEL
 PK0036'WITH THE TRACK.  A STANDARD DISK, STAMPED D 36 1934 AND SET
 PK0036'IN THE TOP OF A CONCRETE POST.
 PK0036
 PK0036                          STATION RECOVERY (1983)
 PK0036
 PK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0036'NOT RECOVERED, POSSIBLY DESTROYED WHEN NEW RAILROAD BED WAS BUILT.
 PK0036
 PK0036                          STATION RECOVERY (1999)
 PK0036
 PK0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0165 ***********************************************************************
 OJ0165  DESIGNATION -  D 38
 OJ0165  PID         -  OJ0165
 OJ0165  STATE/COUNTY-  MI/HURON
 OJ0165  USGS QUAD   -  KINDE EAST (1970)
 OJ0165
 OJ0165                         *CURRENT SURVEY CONTROL
 OJ0165  ___________________________________________________________________
 OJ0165* NAD 83(1986)-  43 58 56.     (N)    082 59 48.     (W)     SCALED    
 OJ0165* NAVD 88     -       199.805  (meters)     655.53   (feet)  ADJUSTED  
 OJ0165  ___________________________________________________________________
 OJ0165  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OJ0165  DYNAMIC HT  -         199.775 (meters)     655.43  (feet)  COMP
 OJ0165  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 OJ0165
 OJ0165  VERT ORDER  -  SECOND    CLASS 0
 OJ0165
 OJ0165.The horizontal coordinates were scaled from a topographic map and have
 OJ0165.an estimated accuracy of +/- 6 seconds.
 OJ0165
 OJ0165.The orthometric height was determined by differential leveling
 OJ0165.and adjusted by the National Geodetic Survey in June 1991..
 OJ0165
 OJ0165.The geoid height was determined by GEOID03.
 OJ0165
 OJ0165.The dynamic height is computed by dividing the NAVD 88
 OJ0165.geopotential number by the normal gravity value computed on the
 OJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0165.degrees latitude (g = 980.6199 gals.).
 OJ0165
 OJ0165.The modeled gravity was interpolated from observed gravity values.
 OJ0165
 OJ0165;                    North         East    Units  Estimated Accuracy
 OJ0165;SPC MI S     -   276,640.    4,109,920.      MT  (+/- 180 meters Scaled)
 OJ0165
 OJ0165                          SUPERSEDED SURVEY CONTROL
 OJ0165
 OJ0165  NGVD 29 (??/??/92)  199.941  (m)          655.97   (f) ADJ UNCH    2 0
 OJ0165
 OJ0165.Superseded values are not recommended for survey control.
 OJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0165.See file dsdata.txt to determine how the superseded data were derived.
 OJ0165
 OJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ398718(NAD 83)
 OJ0165_MARKER: DB = BENCH MARK DISK
 OJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0165_STAMPING: D 38 1934
 OJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0165+STABILITY: SURFACE MOTION
 OJ0165
 OJ0165  HISTORY     - Date     Condition        Report By
 OJ0165  HISTORY     - 1934     MONUMENTED       CGS
 OJ0165  HISTORY     - 19991120 GOOD             USPSQD
 OJ0165
 OJ0165                          STATION DESCRIPTION
 OJ0165
 OJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0165'3 MI N FROM KINDE.
 OJ0165'3.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0165'STATION AT KINDE, HURON COUNTY, AT THE SIDING AT JOHNSON, AT A
 OJ0165'GRAVEL-ROAD CROSSING, 35 FEET SOUTH OF THE CENTERLINE OF THE
 OJ0165'ROAD, 26 FEET EAST OF THE EAST RAIL, 4 FEET SOUTHWEST OF A
 OJ0165'WIRE FENCE CORNER, AND 1/2 FOOT HIGHER THAN THE TRACK.  A
 OJ0165'STANDARD DISK, STAMPED D 38 1934 AND SET IN THE TOP OF A CONCRETE
 OJ0165'POST.
 OJ0165
 OJ0165                          STATION RECOVERY (1999)
 OJ0165
 OJ0165'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0118 ***********************************************************************
 NE0118  DESIGNATION -  D 4 USLS
 NE0118  PID         -  NE0118
 NE0118  STATE/COUNTY-  MI/WAYNE
 NE0118  USGS QUAD   -  BELLE ISLE (1980)
 NE0118
 NE0118                         *CURRENT SURVEY CONTROL
 NE0118  ___________________________________________________________________
 NE0118* NAD 83(1986)-  42 21 44.     (N)    082 57 47.     (W)     SCALED    
 NE0118* NAVD 88     -       176.991  (meters)     580.68   (feet)  ADJUSTED  
 NE0118  ___________________________________________________________________
 NE0118  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0118  DYNAMIC HT  -         176.939 (meters)     580.51  (feet)  COMP
 NE0118  MODELED GRAV-     980,323.8   (mgal)                       NAVD 88
 NE0118
 NE0118  VERT ORDER  -  FIRST     CLASS 0
 NE0118
 NE0118.The horizontal coordinates were scaled from a topographic map and have
 NE0118.an estimated accuracy of +/- 6 seconds.
 NE0118
 NE0118.The orthometric height was determined by differential leveling
 NE0118.and adjusted by the National Geodetic Survey in June 1991..
 NE0118
 NE0118.The geoid height was determined by GEOID03.
 NE0118
 NE0118.The dynamic height is computed by dividing the NAVD 88
 NE0118.geopotential number by the normal gravity value computed on the
 NE0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0118.degrees latitude (g = 980.6199 gals.).
 NE0118
 NE0118.The modeled gravity was interpolated from observed gravity values.
 NE0118
 NE0118;                    North         East    Units  Estimated Accuracy
 NE0118;SPC MI S     -    96,740.    4,115,620.      MT  (+/- 180 meters Scaled)
 NE0118
 NE0118                          SUPERSEDED SURVEY CONTROL
 NE0118
 NE0118  NGVD 29 (??/??/??)  177.157  (m)          581.22   (f) ADJUSTED    1 0
 NE0118
 NE0118.Superseded values are not recommended for survey control.
 NE0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0118.See file dsdata.txt to determine how the superseded data were derived.
 NE0118
 NE0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG383918(NAD 83)
 NE0118_MARKER: DD = SURVEY DISK
 NE0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0118+STABILITY: SURFACE MOTION
 NE0118
 NE0118  HISTORY     - Date     Condition        Report By
 NE0118  HISTORY     - UNK      MONUMENTED       USLS
 NE0118  HISTORY     - 1970     GOOD             USLS
 NE0118  HISTORY     - 1980     GOOD             NGS
 NE0118  HISTORY     - 20020213 GOOD             USPSQD
 NE0118
 NE0118                          STATION DESCRIPTION
 NE0118
 NE0118'DESCRIBED BY US LAKE SURVEY 1970
 NE0118'IN DETROIT.
 NE0118'D 4 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0118'ON THE WEST SIDE OF LYCASTE STREET, APPROXIMATELY 0.4 MILE
 NE0118'SOUTH OF JEFFERSON AVENUE, ON STREET FACE OF THE STANDARD OIL
 NE0118'COMPANY GARAGE, 1.8 FEET FROM THE NORTHEAST CORNER, 0.2 FOOT
 NE0118'BELOW THE FIRST COURSE OF BRICK, 1 FOOT ABOVE THE GROUND, BEING
 NE0118'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 NE0118'FOUNDATION.  NOTE-- PREV. DESIG BM D 4 1932.
 NE0118
 NE0118                          STATION RECOVERY (1980)
 NE0118
 NE0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0118'IN DETROIT, AT THE INTERSECTION OF FREUD STREET AND LYCASTE STREET
 NE0118'SET VERTICALLY IN THE NORTHEAST FACE AND AT THE NORTH CORNER OF A
 NE0118'STANDARD OIL COMPANY GARAGE, 9.15 METERS (30.0 FEET) SOUTHWEST OF
 NE0118'THE CENTER LINE OF LYCASTE STREET, 0.55 METERS (1.8 FEET) SOUTHEAST
 NE0118'OF THE NORTH CORNER OF THE BUILDING AND 0.05 METERS (0.2 FEET)
 NE0118'BELOW THE FIRST COURSE OF BRICK.
 NE0118'THE MARK IS .36 M ABOVE GROUND.
 NE0118
 NE0118                          STATION RECOVERY (2002)
 NE0118
 NE0118'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 NE0118'MARK PAINTED OVER, BLDG. NOW PETRO-CHEM PROCESSING 421.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0011 ***********************************************************************
 OK0011  DESIGNATION -  D 40
 OK0011  PID         -  OK0011
 OK0011  STATE/COUNTY-  MI/MIDLAND
 OK0011  USGS QUAD   -  MIDLAND SOUTH (1973)
 OK0011
 OK0011                         *CURRENT SURVEY CONTROL
 OK0011  ___________________________________________________________________
 OK0011* NAD 83(1986)-  43 34 08.     (N)    084 10 48.     (W)     SCALED    
 OK0011* NAVD 88     -       188.476  (meters)     618.36   (feet)  ADJUSTED  
 OK0011  ___________________________________________________________________
 OK0011  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OK0011  DYNAMIC HT  -         188.438 (meters)     618.23  (feet)  COMP
 OK0011  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 OK0011
 OK0011  VERT ORDER  -  SECOND    CLASS 0
 OK0011
 OK0011.The horizontal coordinates were scaled from a topographic map and have
 OK0011.an estimated accuracy of +/- 6 seconds.
 OK0011
 OK0011.The orthometric height was determined by differential leveling
 OK0011.and adjusted by the National Geodetic Survey in June 1991..
 OK0011
 OK0011.The geoid height was determined by GEOID03.
 OK0011
 OK0011.The dynamic height is computed by dividing the NAVD 88
 OK0011.geopotential number by the normal gravity value computed on the
 OK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0011.degrees latitude (g = 980.6199 gals.).
 OK0011
 OK0011.The modeled gravity was interpolated from observed gravity values.
 OK0011
 OK0011;                    North         East    Units  Estimated Accuracy
 OK0011;SPC MI S     -   229,830.    4,015,080.      MT  (+/- 180 meters Scaled)
 OK0011
 OK0011                          SUPERSEDED SURVEY CONTROL
 OK0011
 OK0011  NGVD 29 (??/??/92)  188.655  (m)          618.95   (f) ADJ UNCH    2 0
 OK0011
 OK0011.Superseded values are not recommended for survey control.
 OK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0011.See file dsdata.txt to determine how the superseded data were derived.
 OK0011
 OK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP277278(NAD 83)
 OK0011_MARKER: DB = BENCH MARK DISK
 OK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0011_STAMPING: D 40 1934
 OK0011_MARK LOGO: CGS   
 OK0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0011+STABILITY: SURFACE MOTION
 OK0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0011+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0011
 OK0011  HISTORY     - Date     Condition        Report By
 OK0011  HISTORY     - 1934     MONUMENTED       CGS
 OK0011  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0011
 OK0011                          STATION DESCRIPTION
 OK0011
 OK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0011'AT SMITHS CROSSING.
 OK0011'AT SMITHS CROSSING, ON THE CHESAPEAKE AND OHIO RAILWAY, 90 YARDS
 OK0011'WEST OF THE MICHIGAN BEAN CO. STATION, AT A ROAD CROSSING, 50
 OK0011'FEET WEST OF THE CENTERLINE OF THE ROAD, 35.4 FEET SOUTH OF THE
 OK0011'SOUTH RAIL OF THE MAIN TRACK, 13 FEET WEST OF POLE 558, AND 1.5 FEET
 OK0011'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 40 1934
 OK0011'AND SET IN THE TOP OF A CONCRETE POST.
 OK0011
 OK0011                          STATION RECOVERY (1995)
 OK0011
 OK0011'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0135 ***********************************************************************
 OJ0135  DESIGNATION -  D 41
 OJ0135  PID         -  OJ0135
 OJ0135  STATE/COUNTY-  MI/ST CLAIR
 OJ0135  USGS QUAD   -  BROCKWAY (1978)
 OJ0135
 OJ0135                         *CURRENT SURVEY CONTROL
 OJ0135  ___________________________________________________________________
 OJ0135* NAD 83(1986)-  43 00 09.     (N)    082 52 09.     (W)     SCALED    
 OJ0135* NAVD 88     -       241.660  (meters)     792.85   (feet)  POSTED    
 OJ0135  ___________________________________________________________________
 OJ0135  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0135  DYNAMIC HT  -         241.600 (meters)     792.65  (feet)  COMP
 OJ0135  MODELED GRAV-     980,349.5   (mgal)                       NAVD 88
 OJ0135
 OJ0135  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0135
 OJ0135.The horizontal coordinates were scaled from a topographic map and have
 OJ0135.an estimated accuracy of +/- 6 seconds.
 OJ0135
 OJ0135.The orthometric height was determined by differential leveling
 OJ0135.and adjusted by the National Geodetic Survey in 1992..
 OJ0135.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0135.rate of 1.1 thru 2.0 mm/km.
 OJ0135
 OJ0135.The geoid height was determined by GEOID03.
 OJ0135
 OJ0135.The dynamic height is computed by dividing the NAVD 88
 OJ0135.geopotential number by the normal gravity value computed on the
 OJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0135.degrees latitude (g = 980.6199 gals.).
 OJ0135
 OJ0135.The modeled gravity was interpolated from observed gravity values.
 OJ0135
 OJ0135;                    North         East    Units  Estimated Accuracy
 OJ0135;SPC MI S     -   167,980.    4,122,090.      MT  (+/- 180 meters Scaled)
 OJ0135
 OJ0135                          SUPERSEDED SURVEY CONTROL
 OJ0135
 OJ0135  NGVD 29 (??/??/92)  241.767  (m)          793.20   (f) ADJ UNCH    2 0
 OJ0135
 OJ0135.Superseded values are not recommended for survey control.
 OJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0135.See file dsdata.txt to determine how the superseded data were derived.
 OJ0135
 OJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH476627(NAD 83)
 OJ0135_MARKER: DB = BENCH MARK DISK
 OJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0135_STAMPING: D 41 1934
 OJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0135+STABILITY: SURFACE MOTION
 OJ0135
 OJ0135  HISTORY     - Date     Condition        Report By
 OJ0135  HISTORY     - 1934     MONUMENTED       CGS
 OJ0135  HISTORY     - 1977     GOOD             NGS
 OJ0135
 OJ0135                          STATION DESCRIPTION
 OJ0135
 OJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0135'3.3 MI E FROM CAPAC.
 OJ0135'3.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0135'STATION AT CAPAC, SAINT CLAIR COUNTY, 57 FEET SOUTHWEST OF THE
 OJ0135'CENTER OF THE TOP OF A 36-INCH WROUGHT IRON CULVERT, AT A
 OJ0135'ROAD CROSSING, 28.2 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OJ0135'44.4 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTHEAST OF A WIRE
 OJ0135'FENCE CORNER POST, AND 4 FEET LOWER THAN THE TOP OF THE RAIL.
 OJ0135'A STANDARD DISK, STAMPED D 41 1934 AND SET IN THE TOP OF A
 OJ0135'CONCRETE POST.
 OJ0135
 OJ0135                          STATION RECOVERY (1977)
 OJ0135
 OJ0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0135'3.3 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS FORMER
 OJ0135'DEPOT, 44 FEET SOUTH OF THE SOUTH RAIL 28 FEET WEST OF THE CENTER OF
 OJ0135'MILLER ROAD 4 FEET EAST NORTHEAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0584 ***********************************************************************
 NE0584  DESIGNATION -  D 42
 NE0584  PID         -  NE0584
 NE0584  STATE/COUNTY-  MI/WAYNE
 NE0584  USGS QUAD   -  WYANDOTTE (1981)
 NE0584
 NE0584                         *CURRENT SURVEY CONTROL
 NE0584  ___________________________________________________________________
 NE0584* NAD 83(1986)-  42 13 04.     (N)    083 09 01.     (W)     SCALED    
 NE0584* NAVD 88     -       179.197  (meters)     587.92   (feet)  ADJUSTED  
 NE0584  ___________________________________________________________________
 NE0584  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 NE0584  DYNAMIC HT  -         179.141 (meters)     587.73  (feet)  COMP
 NE0584  MODELED GRAV-     980,306.3   (mgal)                       NAVD 88
 NE0584
 NE0584  VERT ORDER  -  FIRST     CLASS 0
 NE0584
 NE0584.The horizontal coordinates were scaled from a topographic map and have
 NE0584.an estimated accuracy of +/- 6 seconds.
 NE0584
 NE0584.The orthometric height was determined by differential leveling
 NE0584.and adjusted by the National Geodetic Survey in June 1991..
 NE0584.WARNING-Repeat measurements at this control monument indicate possible
 NE0584.vertical movement.
 NE0584
 NE0584.The geoid height was determined by GEOID03.
 NE0584
 NE0584.The dynamic height is computed by dividing the NAVD 88
 NE0584.geopotential number by the normal gravity value computed on the
 NE0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0584.degrees latitude (g = 980.6199 gals.).
 NE0584
 NE0584.The modeled gravity was interpolated from observed gravity values.
 NE0584
 NE0584;                    North         East    Units  Estimated Accuracy
 NE0584;SPC MI S     -    80,460.    4,100,430.      MT  (+/- 180 meters Scaled)
 NE0584
 NE0584                          SUPERSEDED SURVEY CONTROL
 NE0584
 NE0584  NGVD 29 (??/??/??)  179.369  (m)          588.48   (f) ADJUSTED    1 0
 NE0584
 NE0584.Superseded values are not recommended for survey control.
 NE0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0584.See file dsdata.txt to determine how the superseded data were derived.
 NE0584
 NE0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG225761(NAD 83)
 NE0584_MARKER: DD = SURVEY DISK
 NE0584_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0584_SP_SET: BUILDING
 NE0584_STAMPING: D 42 1930 MCK
 NE0584_MARK LOGO: USLS  
 NE0584_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0584+STABILITY: SURFACE MOTION
 NE0584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0584+SATELLITE: SATELLITE OBSERVATIONS - November 28, 1992
 NE0584
 NE0584  HISTORY     - Date     Condition        Report By
 NE0584  HISTORY     - 1930     MONUMENTED       USLS
 NE0584  HISTORY     - 1954     GOOD             NGS
 NE0584  HISTORY     - 1980     GOOD             NGS
 NE0584  HISTORY     - 1983     GOOD             LOCSUR
 NE0584  HISTORY     - 1984     GOOD             USPSQD
 NE0584  HISTORY     - 1987     GOOD             USPSQD
 NE0584  HISTORY     - 1987     GOOD             USPSQD
 NE0584  HISTORY     - 1988     GOOD             USPSQD
 NE0584  HISTORY     - 1988     GOOD             USPSQD
 NE0584  HISTORY     - 1989     GOOD             USPSQD
 NE0584  HISTORY     - 19921128 GOOD             LOCENG
 NE0584  HISTORY     - 19951013 MARK NOT FOUND   LOCSUR
 NE0584
 NE0584                          STATION DESCRIPTION
 NE0584
 NE0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0584'AT WYANDOTTE.
 NE0584'AT WYANDOTTE, IN THE NORTH PART OF TOWN, AT THE INTERSECTION
 NE0584'OF BIDDLE AVENUE AND CLARK STREET, 20 1/2 FEET WEST OF WEST
 NE0584'CURB OF BIDDLE AVENUE, 33 1/2 FEET SOUTH OF SOUTH CURB OF CLARK
 NE0584'STREET, SET VERTICALLY IN THE EAST FACE OF CONCRETE FOUNDATION
 NE0584'OF 4-STORY BRICK WAREHOUSE BUILDING, 22.8 FEET SOUTH OF NORTHEAST
 NE0584'CORNER OF BUILDING AND 3 1/2 FEET ABOVE LEVEL OF SIDE WALK.
 NE0584'NOTE-- THE BUILDING HAS SEVERAL LARGE CRACKS IN WALLS AND
 NE0584'FOUNDATION IS CRACKED AND BUILDING DOES NOT APPEAR TO BE STABLE.
 NE0584'USE MARK WITH CAUTION.
 NE0584
 NE0584                          STATION RECOVERY (1980)
 NE0584
 NE0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1983)
 NE0584
 NE0584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0584'IT WAS NOTED THAT BUILDING WAS IN POOR SHAPE. THIS CONDITION HAS BEEN
 NE0584'CORRECTED AND BUILDING APPEARS TO BE IN EXCELLENT STATE OF REPAIR.
 NE0584
 NE0584                          STATION RECOVERY (1984)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0584'WYANDOTTE CHEMICAL CORPORATION IS NOW KNOW AS DIVEREY WYANDOTTE
 NE0584'CORPORATION.
 NE0584
 NE0584                          STATION RECOVERY (1987)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1987)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1988)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (AL)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1988)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1989)
 NE0584
 NE0584'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0584'RECOVERED IN GOOD CONDITION.
 NE0584
 NE0584                          STATION RECOVERY (1992)
 NE0584
 NE0584'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0584'STATION IS LOCATED IN QUAD 420832 IN THE SOUTHEAST 1/4 OF SECTION 21,
 NE0584'T-3-S, R-11-E, CITY OF WYANDOTTE, WAYNE COUNTY AND ON THE WYANDOTTE
 NE0584'QUADRANGLE MAP.  TO REACH THE STATION FROM THE INTERSECTION OF BIDDLE
 NE0584'AND EUREKA IN THE CITY OF WYANDOTTE, GO NORTH ON BIDDLE AVENUE 1.2 MI
 NE0584'(1.9 KM) TO CLARK STREET AND THE STATION ON THE LEFT (WEST).  THE
 NE0584'STATION IS 22.8 FT (6.9 M) SOUTH OF THE NORHEAST CORNER OF THE
 NE0584'BUILDING AND 3-1/2 FT ABOVE THE LEVEL OF THE SIDEWALK DESCRIBED BY K.
 NE0584'S. WILKERSON, P.S. AND P.E., O.H.M.
 NE0584
 NE0584                          STATION RECOVERY (1995)
 NE0584
 NE0584'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (ACC)
 NE0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2525 ***********************************************************************
 AB2525  DESIGNATION -  D 42 RESET
 AB2525  PID         -  AB2525
 AB2525  STATE/COUNTY-  MI/WAYNE
 AB2525  USGS QUAD   -  WYANDOTTE (1981)
 AB2525
 AB2525                         *CURRENT SURVEY CONTROL
 AB2525  ___________________________________________________________________
 AB2525* NAD 83(1986)-  42 13 04.     (N)    083 09 01.     (W)     SCALED    
 AB2525* NAVD 88     -       178.50   (meters)     585.6    (feet)  RESET     
 AB2525  ___________________________________________________________________
 AB2525  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 AB2525
 AB2525  VERT ORDER  -  THIRD
 AB2525
 AB2525.The horizontal coordinates were scaled from a topographic map and have
 AB2525.an estimated accuracy of +/- 6 seconds.
 AB2525
 AB2525.The orthometric height was computed from unverified reset data.
 AB2525
 AB2525.The geoid height was determined by GEOID03.
 AB2525
 AB2525;                    North         East    Units  Estimated Accuracy
 AB2525;SPC MI S     -    80,460.    4,100,430.      MT  (+/- 180 meters Scaled)
 AB2525
 AB2525                          SUPERSEDED SURVEY CONTROL
 AB2525
 AB2525.No superseded survey control is available for this station.
 AB2525
 AB2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG225761(NAD 83)
 AB2525_MARKER: DV = VERTICAL CONTROL DISK
 AB2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2525_STAMPING: D 42 RESET 1995
 AB2525_MARK LOGO: NGS   
 AB2525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2525+STABILITY: SURFACE MOTION
 AB2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2525+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2005
 AB2525
 AB2525  HISTORY     - Date     Condition        Report By
 AB2525  HISTORY     - 1995     MONUMENTED       LOCSUR
 AB2525  HISTORY     - 20050327 GOOD             GEOCAC
 AB2525
 AB2525                          STATION DESCRIPTION
 AB2525
 AB2525'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (ACC)
 AB2525'IN WYANDOTTE, IN THE NORTH PART OF TOWN, AT THE ENTRANCE STEPS TO 1609
 AB2525'BIDDLE AVENUE, BASF MAIN OFFICE BUILDING. DISC SET IN THE TOP OF
 AB2525'CONCRETE POST IN LANDSCAPED AREA NORTH OF THE STEPS, 3.0 FT (0.9 M)
 AB2525'NORTH OF ENTRANCE PLANTER BOX, 36.0 FT (11.0 M) EAST OF THE CURB LINE
 AB2525'OF BIDDLE AVENUE, APPROXIMATELY 2.0 FT (0.6 M) ABOVE LEVEL WITH
 AB2525'SIDEWALK AND 0.6 FT (18.3 CM) ABOVE LANDSCAPING. DESCRIBED BY ARTHUR
 AB2525'C. CROSSMAN, P.C. AND TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR
 AB2525'- MICHIGAN.
 AB2525
 AB2525                          STATION RECOVERY (2005)
 AB2525
 AB2525'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 AB2525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0767 ***********************************************************************
 NE0767  DESIGNATION -  D 43
 NE0767  PID         -  NE0767
 NE0767  STATE/COUNTY-  MI/OAKLAND
 NE0767  USGS QUAD   -  DAVISBURG (1983)
 NE0767
 NE0767                         *CURRENT SURVEY CONTROL
 NE0767  ___________________________________________________________________
 NE0767* NAD 83(1986)-  42 46 16.     (N)    083 34 50.     (W)     SCALED    
 NE0767* NAVD 88     -       285.791  (meters)     937.63   (feet)  ADJUSTED  
 NE0767  ___________________________________________________________________
 NE0767  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NE0767  DYNAMIC HT  -         285.706 (meters)     937.35  (feet)  COMP
 NE0767  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 NE0767
 NE0767  VERT ORDER  -  SECOND    CLASS 0
 NE0767
 NE0767.The horizontal coordinates were scaled from a topographic map and have
 NE0767.an estimated accuracy of +/- 6 seconds.
 NE0767
 NE0767.The orthometric height was determined by differential leveling
 NE0767.and adjusted by the National Geodetic Survey in June 1991..
 NE0767
 NE0767.The geoid height was determined by GEOID03.
 NE0767
 NE0767.The dynamic height is computed by dividing the NAVD 88
 NE0767.geopotential number by the normal gravity value computed on the
 NE0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0767.degrees latitude (g = 980.6199 gals.).
 NE0767
 NE0767.The modeled gravity was interpolated from observed gravity values.
 NE0767
 NE0767;                    North         East    Units  Estimated Accuracy
 NE0767;SPC MI S     -   141,490.    4,064,330.      MT  (+/- 180 meters Scaled)
 NE0767
 NE0767                          SUPERSEDED SURVEY CONTROL
 NE0767
 NE0767  NGVD 29 (??/??/92)  285.894  (m)          937.97   (f) ADJ UNCH    2 0
 NE0767
 NE0767.Superseded values are not recommended for survey control.
 NE0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0767.See file dsdata.txt to determine how the superseded data were derived.
 NE0767
 NE0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH888386(NAD 83)
 NE0767_MARKER: DB = BENCH MARK DISK
 NE0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0767_STAMPING: D 43 1934
 NE0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0767+STABILITY: SURFACE MOTION
 NE0767
 NE0767  HISTORY     - Date     Condition        Report By
 NE0767  HISTORY     - 1934     MONUMENTED       CGS
 NE0767  HISTORY     - 1967     MARK NOT FOUND   USGS
 NE0767
 NE0767                          STATION DESCRIPTION
 NE0767
 NE0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0767'2.6 MI SE FROM HOLLY.
 NE0767'2.6 MILES SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0767'THE STATION AT HOLLY, OAKLAND COUNTY, 78 YARDS SOUTHEAST OF
 NE0767'MILEPOST D 44, IN THE WEST L FORMED BY A ROAD CROSSING, 39 FEET
 NE0767'NORTHWEST OF THE CROSSING, 12.4 FEET SOUTHWEST OF THE SOUTHWEST
 NE0767'RAIL OF THE MAIN TRACK, AND 3 FEET EAST OF THE CROSSING WARNING
 NE0767'SIGN.  A STANDARD DISK, STAMPED D 43 1934 AND SET IN THE TOP
 NE0767'OF A CONCRETE POST.
 NE0767
 NE0767                          STATION RECOVERY (1967)
 NE0767
 NE0767'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NE0767'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0138 ***********************************************************************
 RJ0138  DESIGNATION -  D 44
 RJ0138  PID         -  RJ0138
 RJ0138  STATE/COUNTY-  MI/CHIPPEWA
 RJ0138  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0138
 RJ0138                         *CURRENT SURVEY CONTROL
 RJ0138  ___________________________________________________________________
 RJ0138* NAD 83(1986)-  46 29 54.     (N)    084 21 54.     (W)     SCALED    
 RJ0138* NAVD 88     -       187.864  (meters)     616.35   (feet)  ADJUSTED  
 RJ0138  ___________________________________________________________________
 RJ0138  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0138  DYNAMIC HT  -         187.875 (meters)     616.39  (feet)  COMP
 RJ0138  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0138
 RJ0138  VERT ORDER  -  FIRST     CLASS II
 RJ0138
 RJ0138.The horizontal coordinates were scaled from a topographic map and have
 RJ0138.an estimated accuracy of +/- 6 seconds.
 RJ0138
 RJ0138.The orthometric height was determined by differential leveling
 RJ0138.and adjusted by the National Geodetic Survey in June 1991..
 RJ0138.WARNING-Repeat measurements at this control monument indicate possible
 RJ0138.vertical movement.
 RJ0138
 RJ0138.The geoid height was determined by GEOID03.
 RJ0138
 RJ0138.The dynamic height is computed by dividing the NAVD 88
 RJ0138.geopotential number by the normal gravity value computed on the
 RJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0138.degrees latitude (g = 980.6199 gals.).
 RJ0138
 RJ0138.The modeled gravity was interpolated from observed gravity values.
 RJ0138
 RJ0138;                    North         East    Units  Estimated Accuracy
 RJ0138;SPC MI N     -   193,970.    8,202,220.      MT  (+/- 180 meters Scaled)
 RJ0138
 RJ0138                          SUPERSEDED SURVEY CONTROL
 RJ0138
 RJ0138  NGVD 29 (??/??/92)  187.803  (m)          616.15   (f) ADJ UNCH    1 2
 RJ0138
 RJ0138.Superseded values are not recommended for survey control.
 RJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0138.See file dsdata.txt to determine how the superseded data were derived.
 RJ0138
 RJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS021527(NAD 83)
 RJ0138_MARKER: DB = BENCH MARK DISK
 RJ0138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0138_SP_SET: BRIDGE ABUTMENT
 RJ0138_MARK LOGO: CGS   
 RJ0138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0138+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2000
 RJ0138
 RJ0138  HISTORY     - Date     Condition        Report By
 RJ0138  HISTORY     - 1934     MONUMENTED       CGS
 RJ0138  HISTORY     - 1972     GOOD             USLS
 RJ0138  HISTORY     - 1983     GOOD             NGS
 RJ0138  HISTORY     - 1987     GOOD             USPSQD
 RJ0138  HISTORY     - 20000912 GOOD             MIDT
 RJ0138
 RJ0138                          STATION DESCRIPTION
 RJ0138
 RJ0138'DESCRIBED BY US LAKE SURVEY 1972
 RJ0138'AT SAULT STE MARIE.
 RJ0138'D 44 A BENCH MARK OF THE FORMER U.S. COAST AND GEODETIC SURVEY,
 RJ0138'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON SOO LINE
 RJ0138'RAILROAD BRIDGE OVER THE POWER CANAL, AT SOUTHWEST CORNER OF
 RJ0138'THE BRIDGE ABUTMENT, 5.5 FEET WEST OF WEST RAIL, BEING HIGHEST
 RJ0138'POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF THE
 RJ0138'ABUTMENT.
 RJ0138
 RJ0138                          STATION RECOVERY (1983)
 RJ0138
 RJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (1987)
 RJ0138
 RJ0138'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 RJ0138'RECOVERED IN GOOD CONDITION.
 RJ0138
 RJ0138                          STATION RECOVERY (2000)
 RJ0138
 RJ0138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RJ0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0332 ***********************************************************************
 RJ0332  DESIGNATION -  D 45
 RJ0332  PID         -  RJ0332
 RJ0332  STATE/COUNTY-  MI/CHIPPEWA
 RJ0332  USGS QUAD   -  HULBERT (1975)
 RJ0332
 RJ0332                         *CURRENT SURVEY CONTROL
 RJ0332  ___________________________________________________________________
 RJ0332* NAD 83(1986)-  46 20 15.     (N)    085 13 46.     (W)     SCALED    
 RJ0332* NAVD 88     -       216.376  (meters)     709.89   (feet)  ADJUSTED  
 RJ0332  ___________________________________________________________________
 RJ0332  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 RJ0332  DYNAMIC HT  -         216.393 (meters)     709.95  (feet)  COMP
 RJ0332  MODELED GRAV-     980,683.3   (mgal)                       NAVD 88
 RJ0332
 RJ0332  VERT ORDER  -  FIRST     CLASS II
 RJ0332
 RJ0332.The horizontal coordinates were scaled from a topographic map and have
 RJ0332.an estimated accuracy of +/- 6 seconds.
 RJ0332
 RJ0332.The orthometric height was determined by differential leveling
 RJ0332.and adjusted by the National Geodetic Survey in June 1991..
 RJ0332
 RJ0332.The geoid height was determined by GEOID03.
 RJ0332
 RJ0332.The dynamic height is computed by dividing the NAVD 88
 RJ0332.geopotential number by the normal gravity value computed on the
 RJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0332.degrees latitude (g = 980.6199 gals.).
 RJ0332
 RJ0332.The modeled gravity was interpolated from observed gravity values.
 RJ0332
 RJ0332;                    North         East    Units  Estimated Accuracy
 RJ0332;SPC MI N     -   174,260.    8,136,290.      MT  (+/- 180 meters Scaled)
 RJ0332
 RJ0332                          SUPERSEDED SURVEY CONTROL
 RJ0332
 RJ0332  NGVD 29 (??/??/92)  216.370  (m)          709.87   (f) ADJ UNCH    1 2
 RJ0332
 RJ0332.Superseded values are not recommended for survey control.
 RJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0332.See file dsdata.txt to determine how the superseded data were derived.
 RJ0332
 RJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS362330(NAD 83)
 RJ0332_MARKER: DB = BENCH MARK DISK
 RJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0332_STAMPING: D 45 1934
 RJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0332+STABILITY: SURFACE MOTION
 RJ0332
 RJ0332  HISTORY     - Date     Condition        Report By
 RJ0332  HISTORY     - 1934     MONUMENTED       CGS
 RJ0332  HISTORY     - 1935     GOOD             NGS
 RJ0332
 RJ0332                          STATION DESCRIPTION
 RJ0332
 RJ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0332'1.5 MI E FROM SOO JUNCTION.
 RJ0332'IN CHIPPEWA COUNTY, 1.5 MILES EAST ALONG THE DULUTH, SOUTH
 RJ0332'SHORE AND ATLANTIC RAILWAY FROM SOO JUNCTION, LUCE COUNTY,
 RJ0332'AT MILEPOST 45, AND 25 FEET NORTH OF THE TRACK.  A STANDARD
 RJ0332'DISK, STAMPED D 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0573 ***********************************************************************
 NE0573  DESIGNATION -  D 45 USLS
 NE0573  PID         -  NE0573
 NE0573  STATE/COUNTY-  MI/WAYNE
 NE0573  USGS QUAD   -  WYANDOTTE (1981)
 NE0573
 NE0573                         *CURRENT SURVEY CONTROL
 NE0573  ___________________________________________________________________
 NE0573* NAD 83(1986)-  42 11 39.     (N)    083 09 11.     (W)     SCALED    
 NE0573* NAVD 88     -       178.044  (meters)     584.13   (feet)  ADJUSTED  
 NE0573  ___________________________________________________________________
 NE0573  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 NE0573  DYNAMIC HT  -         177.987 (meters)     583.95  (feet)  COMP
 NE0573  MODELED GRAV-     980,302.5   (mgal)                       NAVD 88
 NE0573
 NE0573  VERT ORDER  -  FIRST     CLASS 0
 NE0573
 NE0573.The horizontal coordinates were scaled from a topographic map and have
 NE0573.an estimated accuracy of +/- 6 seconds.
 NE0573
 NE0573.The orthometric height was determined by differential leveling
 NE0573.and adjusted by the National Geodetic Survey in June 1991..
 NE0573
 NE0573.The geoid height was determined by GEOID03.
 NE0573
 NE0573.The dynamic height is computed by dividing the NAVD 88
 NE0573.geopotential number by the normal gravity value computed on the
 NE0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0573.degrees latitude (g = 980.6199 gals.).
 NE0573
 NE0573.The modeled gravity was interpolated from observed gravity values.
 NE0573
 NE0573;                    North         East    Units  Estimated Accuracy
 NE0573;SPC MI S     -    77,830.    4,100,240.      MT  (+/- 180 meters Scaled)
 NE0573
 NE0573                          SUPERSEDED SURVEY CONTROL
 NE0573
 NE0573  NGVD 29 (??/??/??)  178.225  (m)          584.73   (f) ADJUSTED    1 0
 NE0573
 NE0573.Superseded values are not recommended for survey control.
 NE0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0573.See file dsdata.txt to determine how the superseded data were derived.
 NE0573
 NE0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG222735(NAD 83)
 NE0573_MARKER: DD = SURVEY DISK
 NE0573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0573_SP_SET: BUILDING
 NE0573_STAMPING: D 45 1930 MCK
 NE0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0573
 NE0573  HISTORY     - Date     Condition        Report By
 NE0573  HISTORY     - 1930     MONUMENTED       USLS
 NE0573  HISTORY     - 1954     GOOD             NGS
 NE0573  HISTORY     - 1980     GOOD             NGS
 NE0573  HISTORY     - 1983     GOOD             USPSQD
 NE0573  HISTORY     - 1984     GOOD             USPSQD
 NE0573  HISTORY     - 1985     MARK NOT FOUND   LOCSUR
 NE0573  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0573  HISTORY     - 1987     GOOD             USPSQD
 NE0573  HISTORY     - 1988     POOR             USPSQD
 NE0573  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0573  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0573
 NE0573                          STATION DESCRIPTION
 NE0573
 NE0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0573'AT WYANDOTTE.
 NE0573'AT WYANDOTTE, IN SOUTHEAST PART OF TOWN, IN THE SOUTHEAST
 NE0573'QUARTER OF INTERSECTION OF BIDDLE AVENUE AND ORCHARD STREET,
 NE0573'30 FEET EAST OF EAST CURB OF BIDDLE AVENUE, 89 FEET SOUTH OF
 NE0573'CENTER LINE OF ORCHARD STREET (ENTRANCE TO NATIONAL CARBIDE
 NE0573'COMPANY PLANT), SET VERTICALLY IN THE WEST FACE OF RED BRICK
 NE0573'ONE-STORY SHOP BUILDING OF WYANDOTTE CHEMICALS CO., 2.8 FEET
 NE0573'SOUTH OF NORTHWEST CORNER OF BUILDING AND 3 1/2 FEET ABOVE GROUND.
 NE0573
 NE0573                          STATION RECOVERY (1980)
 NE0573
 NE0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0573'RECOVERED IN GOOD CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1983)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0573'RECOVERED IN GOOD CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1984)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0573'THE WYANDOTTE CHEMICAL COMPANY PROPERTY HAS BEEN BEING DEMOLISHED
 NE0573'OVER THE LAST NOVEMBER OF YEARS, THIS BUILDING IS STILL STANDING
 NE0573'PLANS TO DEMOLISH IT IS UNKNOW.
 NE0573
 NE0573                          STATION RECOVERY (1985)
 NE0573
 NE0573'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 NE0573'MARK NOT FOUND.
 NE0573
 NE0573                          STATION RECOVERY (1987)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0573'MARK NOT FOUND.
 NE0573
 NE0573                          STATION RECOVERY (1987)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0573'RECOVERED IN GOOD CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1988)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1988 (AL)
 NE0573'MARK RECOVERED IN POOR CONDITION.
 NE0573
 NE0573                          STATION RECOVERY (1989)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0573'MARK NOT FOUND.
 NE0573
 NE0573                          STATION RECOVERY (1999)
 NE0573
 NE0573'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0036 ***********************************************************************
 RK0036  DESIGNATION -  D 46
 RK0036  PID         -  RK0036
 RK0036  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0036  USGS QUAD   -  DRIGGS LAKE SE (1972)
 RK0036
 RK0036                         *CURRENT SURVEY CONTROL
 RK0036  ___________________________________________________________________
 RK0036* NAD 83(1986)-  46 20 42.     (N)    086 02 03.     (W)     SCALED    
 RK0036* NAVD 88     -       229.975  (meters)     754.51   (feet)  ADJUSTED  
 RK0036  ___________________________________________________________________
 RK0036  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 RK0036  DYNAMIC HT  -         229.990 (meters)     754.56  (feet)  COMP
 RK0036  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RK0036
 RK0036  VERT ORDER  -  FIRST     CLASS II
 RK0036
 RK0036.The horizontal coordinates were scaled from a topographic map and have
 RK0036.an estimated accuracy of +/- 6 seconds.
 RK0036
 RK0036.The orthometric height was determined by differential leveling
 RK0036.and adjusted by the National Geodetic Survey in June 1991..
 RK0036
 RK0036.The geoid height was determined by GEOID03.
 RK0036
 RK0036.The dynamic height is computed by dividing the NAVD 88
 RK0036.geopotential number by the normal gravity value computed on the
 RK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0036.degrees latitude (g = 980.6199 gals.).
 RK0036
 RK0036.The modeled gravity was interpolated from observed gravity values.
 RK0036
 RK0036;                    North         East    Units  Estimated Accuracy
 RK0036;SPC MI N     -   174,020.    8,074,340.      MT  (+/- 180 meters Scaled)
 RK0036
 RK0036                          SUPERSEDED SURVEY CONTROL
 RK0036
 RK0036  NGVD 29 (??/??/92)  229.941  (m)          754.40   (f) ADJ UNCH    1 2
 RK0036
 RK0036.Superseded values are not recommended for survey control.
 RK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0036.See file dsdata.txt to determine how the superseded data were derived.
 RK0036
 RK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES743328(NAD 83)
 RK0036_MARKER: DB = BENCH MARK DISK
 RK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0036_STAMPING: D 46 1934
 RK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0036+STABILITY: SURFACE MOTION
 RK0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0036+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0036
 RK0036  HISTORY     - Date     Condition        Report By
 RK0036  HISTORY     - 1934     MONUMENTED       CGS
 RK0036  HISTORY     - 1935     GOOD             NGS
 RK0036  HISTORY     - 19980611 GOOD             MIDT
 RK0036  HISTORY     - 20050727 GOOD             NGS
 RK0036  HISTORY     - 20060911 GOOD             USPSQD
 RK0036
 RK0036                          STATION DESCRIPTION
 RK0036
 RK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0036'4 MI W FROM SENEY.
 RK0036'4.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0036'RAILWAY FROM SENEY, SCHOOLCRAFT COUNTY, ONE RAIL WEST OF BRIDGE
 RK0036'83.83, 25 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 15
 RK0036'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED D 46 1934 AND
 RK0036'SET IN THE TOP OF A CONCRETE POST.
 RK0036
 RK0036                          STATION RECOVERY (1998)
 RK0036
 RK0036'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (LEW)
 RK0036'3.7 MILES WEST ALONG M-28 FROM JUNCTION M-77 SOUTH AT THE WEST SIDE OF
 RK0036'SENEY, 500 FEET EAST OF EAST ENTRANCE OF ROADSIDE PARK, 120 FEET SOUTH
 RK0036'OF EXISTING CENTERLINE OF M-28, 31.1 FEET NORTH OF CENTERLINE OF
 RK0036'RAILROAD AND 1.1 FEET NORTH OF METAL WITNESS POST. THE NORTHEAST COR.
 RK0036'OF SEC. 34, T46N-R14W, BEARS N70E - 564.28 FEET FROM STATION.
 RK0036
 RK0036                          STATION RECOVERY (2005)
 RK0036
 RK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RK0036'THIS IS GRAVITY BASE STATION 'SENEY.'
 RK0036
 RK0036                          STATION RECOVERY (2006)
 RK0036
 RK0036'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0572 ***********************************************************************
 NE0572  DESIGNATION -  D 46 USLS
 NE0572  PID         -  NE0572
 NE0572  STATE/COUNTY-  MI/WAYNE
 NE0572  USGS QUAD   -  WYANDOTTE (1981)
 NE0572
 NE0572                         *CURRENT SURVEY CONTROL
 NE0572  ___________________________________________________________________
 NE0572* NAD 83(1986)-  42 11 15.     (N)    083 09 28.     (W)     SCALED    
 NE0572* NAVD 88     -       176.985  (meters)     580.66   (feet)  ADJUSTED  
 NE0572  ___________________________________________________________________
 NE0572  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 NE0572  DYNAMIC HT  -         176.928 (meters)     580.47  (feet)  COMP
 NE0572  MODELED GRAV-     980,301.4   (mgal)                       NAVD 88
 NE0572
 NE0572  VERT ORDER  -  FIRST     CLASS 0
 NE0572
 NE0572.The horizontal coordinates were scaled from a topographic map and have
 NE0572.an estimated accuracy of +/- 6 seconds.
 NE0572
 NE0572.The orthometric height was determined by differential leveling
 NE0572.and adjusted by the National Geodetic Survey in June 1991..
 NE0572
 NE0572.The geoid height was determined by GEOID03.
 NE0572
 NE0572.The dynamic height is computed by dividing the NAVD 88
 NE0572.geopotential number by the normal gravity value computed on the
 NE0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0572.degrees latitude (g = 980.6199 gals.).
 NE0572
 NE0572.The modeled gravity was interpolated from observed gravity values.
 NE0572
 NE0572;                    North         East    Units  Estimated Accuracy
 NE0572;SPC MI S     -    77,080.    4,099,860.      MT  (+/- 180 meters Scaled)
 NE0572
 NE0572                          SUPERSEDED SURVEY CONTROL
 NE0572
 NE0572  NGVD 29 (??/??/??)  177.164  (m)          581.25   (f) ADJUSTED    1 0
 NE0572
 NE0572.Superseded values are not recommended for survey control.
 NE0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0572.See file dsdata.txt to determine how the superseded data were derived.
 NE0572
 NE0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG218728(NAD 83)
 NE0572_MARKER: DD = SURVEY DISK
 NE0572_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0572_SP_SET: CONCRETE FOUNDATION
 NE0572_STAMPING: D 46 1930 MCK
 NE0572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0572
 NE0572  HISTORY     - Date     Condition        Report By
 NE0572  HISTORY     - 1930     MONUMENTED       USLS
 NE0572  HISTORY     - 1954     GOOD             NGS
 NE0572  HISTORY     - 1980     GOOD             NGS
 NE0572  HISTORY     - 1983     GOOD             USPSQD
 NE0572  HISTORY     - 1984     GOOD             USPSQD
 NE0572  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0572  HISTORY     - 1987     GOOD             USPSQD
 NE0572  HISTORY     - 1988     GOOD             USPSQD
 NE0572  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0572  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0572
 NE0572                          STATION DESCRIPTION
 NE0572
 NE0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0572'AT WYANDOTTE.
 NE0572'AT WYANDOTTE, IN THE SOUTH PART OF TOWN, AT THE INTERSECTION
 NE0572'OF BIDDLE AVENUE AND NEGAUNEE STREET, 20 FEET EAST OF EAST CURB
 NE0572'OF BIDDLE AVENUE, 10 1/2 FEET SOUTH OF THE EXTENDED CENTER LINE
 NE0572'OF NEGAUNEE STREET LEADING WEST, 80 FEET NORTH OF CENTER LINE
 NE0572'OF PLANT ENTRANCE TO PENNSYLVANIA SALT MANUFACTURING COMPANY
 NE0572'PLANT, SET VERTICALLY IN THE WEST FACE OF CONCRETE FOUNDATION
 NE0572'OF 2-STORY BRICK SHOP BUILDING, 0.9 FOOT NORTH OF SOUTHWEST CORNER
 NE0572'OF BUILDING, AND 3.1 FEET ABOVE GROUND.  THIS MARK IS ABOUT
 NE0572'3.35 MILES NORTH ALONG WEST JEFFERSON AVENUE AND BIDDLE AVENUE
 NE0572'FROM PEOPLES BANK AT TRENTON.
 NE0572
 NE0572                          STATION RECOVERY (1980)
 NE0572
 NE0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1983)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1984)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0572'NEGAVNEE STREET NO LONGER RUNS TO BIDDLE SINCE PLANT EXPANSION HAS
 NE0572'CLOSED OF THE EAST END OF STREET.
 NE0572
 NE0572                          STATION RECOVERY (1987)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0572'MARK NOT FOUND.
 NE0572
 NE0572                          STATION RECOVERY (1987)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1988)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (AL)
 NE0572'RECOVERED IN GOOD CONDITION.
 NE0572
 NE0572                          STATION RECOVERY (1988)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0572'MARK NOT FOUND.
 NE0572
 NE0572                          STATION RECOVERY (1989)
 NE0572
 NE0572'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0107 ***********************************************************************
 RK0107  DESIGNATION -  D 47
 RK0107  PID         -  RK0107
 RK0107  STATE/COUNTY-  MI/ALGER
 RK0107  USGS QUAD   -  ROCK RIVER (1985)
 RK0107
 RK0107                         *CURRENT SURVEY CONTROL
 RK0107  ___________________________________________________________________
 RK0107* NAD 83(1986)-  46 26 51.     (N)    086 54 41.     (W)     SCALED    
 RK0107* NAVD 88     -       194.976  (meters)     639.68   (feet)  ADJUSTED  
 RK0107  ___________________________________________________________________
 RK0107  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RK0107  DYNAMIC HT  -         194.990 (meters)     639.73  (feet)  COMP
 RK0107  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 RK0107
 RK0107  VERT ORDER  -  FIRST     CLASS II
 RK0107
 RK0107.The horizontal coordinates were scaled from a topographic map and have
 RK0107.an estimated accuracy of +/- 6 seconds.
 RK0107
 RK0107.The orthometric height was determined by differential leveling
 RK0107.and adjusted by the National Geodetic Survey in June 1991..
 RK0107
 RK0107.The geoid height was determined by GEOID03.
 RK0107
 RK0107.The dynamic height is computed by dividing the NAVD 88
 RK0107.geopotential number by the normal gravity value computed on the
 RK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0107.degrees latitude (g = 980.6199 gals.).
 RK0107
 RK0107.The modeled gravity was interpolated from observed gravity values.
 RK0107
 RK0107;                    North         East    Units  Estimated Accuracy
 RK0107;SPC MI N     -   184,970.    8,006,810.      MT  (+/- 180 meters Scaled)
 RK0107
 RK0107                          SUPERSEDED SURVEY CONTROL
 RK0107
 RK0107  NGVD 29 (??/??/92)  194.950  (m)          639.60   (f) ADJ UNCH    1 2
 RK0107
 RK0107.Superseded values are not recommended for survey control.
 RK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0107.See file dsdata.txt to determine how the superseded data were derived.
 RK0107
 RK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES068437(NAD 83)
 RK0107_MARKER: DB = BENCH MARK DISK
 RK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0107_STAMPING: D 47 1934
 RK0107_MARK LOGO: CGS   
 RK0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0107+STABILITY: SURFACE MOTION
 RK0107
 RK0107  HISTORY     - Date     Condition        Report By
 RK0107  HISTORY     - 1934     MONUMENTED       CGS
 RK0107  HISTORY     - 1935     GOOD             NGS
 RK0107  HISTORY     - 19960724 GOOD             MI-003
 RK0107  HISTORY     - 19980414 GOOD             NGS
 RK0107
 RK0107                          STATION DESCRIPTION
 RK0107
 RK0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0107'4 MI W FROM AU TRAIN.
 RK0107'4.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0107'FROM AU TRAIN, ALGER COUNTY, 0.3 MILE EAST OF ROCK RIVER, 3
 RK0107'RAILS EAST OF MILEPOST 129, ONE RAIL EAST OF POLE 4787, 20 FEET
 RK0107'SOUTH OF THE CENTERLINE OF THE TRACK, AND 25 FEET NORTH OF A
 RK0107'FENCE.  A STANDARD DISK, STAMPED D 47 1934 AND SET IN THE TOP
 RK0107'OF A CONCRETE POST.
 RK0107
 RK0107                          STATION RECOVERY (1996)
 RK0107
 RK0107'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0107'RECOVERED AS DESCRIBED.
 RK0107
 RK0107                          STATION RECOVERY (1998)
 RK0107
 RK0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0107'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0107'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0107'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0107'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0107'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0107'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0568 ***********************************************************************
 NE0568  DESIGNATION -  D 47 A
 NE0568  PID         -  NE0568
 NE0568  STATE/COUNTY-  MI/WAYNE
 NE0568  USGS QUAD   -  WYANDOTTE (1981)
 NE0568
 NE0568                         *CURRENT SURVEY CONTROL
 NE0568  ___________________________________________________________________
 NE0568* NAD 83(1986)-  42 10 34.     (N)    083 10 02.     (W)     SCALED    
 NE0568* NAVD 88     -       176.731  (meters)     579.83   (feet)  ADJUSTED  
 NE0568  ___________________________________________________________________
 NE0568  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0568  DYNAMIC HT  -         176.675 (meters)     579.64  (feet)  COMP
 NE0568  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 NE0568
 NE0568  VERT ORDER  -  FIRST     CLASS 0
 NE0568
 NE0568.The horizontal coordinates were scaled from a topographic map and have
 NE0568.an estimated accuracy of +/- 6 seconds.
 NE0568
 NE0568.The orthometric height was determined by differential leveling
 NE0568.and adjusted by the National Geodetic Survey in June 1991..
 NE0568
 NE0568.The geoid height was determined by GEOID03.
 NE0568
 NE0568.The dynamic height is computed by dividing the NAVD 88
 NE0568.geopotential number by the normal gravity value computed on the
 NE0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0568.degrees latitude (g = 980.6199 gals.).
 NE0568
 NE0568.The modeled gravity was interpolated from observed gravity values.
 NE0568
 NE0568;                    North         East    Units  Estimated Accuracy
 NE0568;SPC MI S     -    75,810.    4,099,100.      MT  (+/- 180 meters Scaled)
 NE0568
 NE0568                          SUPERSEDED SURVEY CONTROL
 NE0568
 NE0568  NGVD 29 (??/??/92)  176.909  (m)          580.41   (f) ADJ UNCH    1 0
 NE0568
 NE0568.Superseded values are not recommended for survey control.
 NE0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0568.See file dsdata.txt to determine how the superseded data were derived.
 NE0568
 NE0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG210716(NAD 83)
 NE0568_MARKER: DD = SURVEY DISK
 NE0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0568_SP_SET: BRIDGE ABUTMENT
 NE0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0568
 NE0568  HISTORY     - Date     Condition        Report By
 NE0568  HISTORY     - 1938     MONUMENTED       USLS
 NE0568  HISTORY     - 1970     GOOD             USLS
 NE0568  HISTORY     - 20011006 MARK NOT FOUND   INDIV
 NE0568
 NE0568                          STATION DESCRIPTION
 NE0568
 NE0568'DESCRIBED BY US LAKE SURVEY 1970
 NE0568'IN RIVERVIEW.
 NE0568'D 47 A IS IN RIVERVIEW, WAYNE COUNTY, MICHIGAN, OPPOSITE
 NE0568'TRENTON-GROSSE ILE PUBLIC BRIDGE, ON THE SOUTH SIDE OF JEFFERSON
 NE0568'AVENUE, AT THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE OVER
 NE0568'MONGUAGEN CREEK, IN CONCRETE SLAB OVER THE ABUTMENT, 3 FEET
 NE0568'FROM EAST END OF THE BRIDGE, 0.5 FOOT SOUTH OF PAVEMENT, BEING
 NE0568'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 NE0568'THE CONCRETE.  NOTE-- PREV. DESIG. BM D 47 A 1938.
 NE0568
 NE0568                          STATION RECOVERY (2001)
 NE0568
 NE0568'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE0568'THE BRONZE DISK IS MISSING. A CIRCULAR HOLE REMAINS IN THE CONCRETE.
 NE0568' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0567 ***********************************************************************
 NE0567  DESIGNATION -  D 47 USLS
 NE0567  PID         -  NE0567
 NE0567  STATE/COUNTY-  MI/WAYNE
 NE0567  USGS QUAD   -  WYANDOTTE (1981)
 NE0567
 NE0567                         *CURRENT SURVEY CONTROL
 NE0567  ___________________________________________________________________
 NE0567* NAD 83(1986)-  42 10 34.     (N)    083 10 03.     (W)     SCALED    
 NE0567* NAVD 88     -       176.735  (meters)     579.84   (feet)  POSTED    
 NE0567  ___________________________________________________________________
 NE0567  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 NE0567  DYNAMIC HT  -         176.680 (meters)     579.66  (feet)  COMP
 NE0567  MODELED GRAV-     980,299.5   (mgal)                       NAVD 88
 NE0567
 NE0567  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NE0567
 NE0567.The horizontal coordinates were scaled from a topographic map and have
 NE0567.an estimated accuracy of +/- 6 seconds.
 NE0567
 NE0567.The orthometric height was determined by differential leveling
 NE0567.and adjusted by the National Geodetic Survey in 1992..
 NE0567.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NE0567.rate greater than 8.0 mm/km.
 NE0567
 NE0567.The geoid height was determined by GEOID03.
 NE0567
 NE0567.The dynamic height is computed by dividing the NAVD 88
 NE0567.geopotential number by the normal gravity value computed on the
 NE0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0567.degrees latitude (g = 980.6199 gals.).
 NE0567
 NE0567.The modeled gravity was interpolated from observed gravity values.
 NE0567
 NE0567;                    North         East    Units  Estimated Accuracy
 NE0567;SPC MI S     -    75,810.    4,099,070.      MT  (+/- 180 meters Scaled)
 NE0567
 NE0567                          SUPERSEDED SURVEY CONTROL
 NE0567
 NE0567  NGVD 29 (??/??/92)  176.896  (m)          580.37   (f) ADJ UNCH    1 2
 NE0567
 NE0567.Superseded values are not recommended for survey control.
 NE0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0567.See file dsdata.txt to determine how the superseded data were derived.
 NE0567
 NE0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG209716(NAD 83)
 NE0567_MARKER: DD = SURVEY DISK
 NE0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0567_SP_SET: SIDEWALK
 NE0567_STAMPING: D 47 1938 MCK
 NE0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0567
 NE0567  HISTORY     - Date     Condition        Report By
 NE0567  HISTORY     - 1938     MONUMENTED       USLS
 NE0567  HISTORY     - 1954     GOOD             NGS
 NE0567  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0567  HISTORY     - 1983     GOOD             USPSQD
 NE0567  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0567  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0567  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0567  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0567
 NE0567                          STATION DESCRIPTION
 NE0567
 NE0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0567'2.4 MI N FROM TRENTON.
 NE0567'ABOUT 2.45 MILES NORTH ALONG WEST JEFFERSON AVENUE FROM PEOPLES
 NE0567'BANK AT TRENTON, AT AN S CURVE IN WEST JEFFERSON AVENUE, IN THE
 NE0567'TOP OF THE SOUTHEAST BRIDGE SIDE WALK OF BRIDGE OVER MANGUAGON
 NE0567'CREEK, 35 FEET SOUTHEAST OF CENTER LINE OF WEST JEFFERSON
 NE0567'AVENUE, 3 FEET SOUTHWEST OF NORTHEAST EDGE OF BRIDGE SIDE WALK,
 NE0567'0.5 FOOT SOUTHEAST OF NORTHWEST EDGE OF BRIDGE SIDE WALK, 6 FEET
 NE0567'NORTHWEST OF CONCRETE BANISTER AND ABOUT 1/2 FOOT ABOVE LEVEL OF
 NE0567'BRIDGE FLOOR.  NOTE-- THIS MARK WAS APPARENTLY SET TO REPLACE
 NE0567'D 47 (1930) AS THE DESCRIPTION DOES NOT FIT ORIGINAL DESCRIPTION
 NE0567'AND THE STAMPING IS 1938 INSTEAD OF 1930.
 NE0567
 NE0567                          STATION RECOVERY (1980)
 NE0567
 NE0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0567'NOT RECOVERED, CONSIDERED DESTROYED A NEW SIDEWALK AND BRIDGE
 NE0567'SURFACE HAS BEEN PUT IN.
 NE0567
 NE0567                          STATION RECOVERY (1983)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0567'RECOVERED IN GOOD CONDITION.
 NE0567
 NE0567                          STATION RECOVERY (1987)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0567'MARK NOT FOUND.
 NE0567
 NE0567                          STATION RECOVERY (1987)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 NE0567'MARK NOT FOUND.
 NE0567
 NE0567                          STATION RECOVERY (1988)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0567'MARK NOT FOUND.
 NE0567
 NE0567                          STATION RECOVERY (1989)
 NE0567
 NE0567'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0564 ***********************************************************************
 NE0564  DESIGNATION -  D 48 USLS
 NE0564  PID         -  NE0564
 NE0564  STATE/COUNTY-  MI/WAYNE
 NE0564  USGS QUAD   -  WYANDOTTE (1981)
 NE0564
 NE0564                         *CURRENT SURVEY CONTROL
 NE0564  ___________________________________________________________________
 NE0564* NAD 83(1986)-  42 09 49.     (N)    083 10 23.     (W)     SCALED    
 NE0564* NAVD 88     -       179.698  (meters)     589.56   (feet)  ADJUSTED  
 NE0564  ___________________________________________________________________
 NE0564  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0564  DYNAMIC HT  -         179.640 (meters)     589.37  (feet)  COMP
 NE0564  MODELED GRAV-     980,297.4   (mgal)                       NAVD 88
 NE0564
 NE0564  VERT ORDER  -  FIRST     CLASS II
 NE0564
 NE0564.The horizontal coordinates were scaled from a topographic map and have
 NE0564.an estimated accuracy of +/- 6 seconds.
 NE0564
 NE0564.The orthometric height was determined by differential leveling
 NE0564.and adjusted by the National Geodetic Survey in June 1991..
 NE0564
 NE0564.The geoid height was determined by GEOID03.
 NE0564
 NE0564.The dynamic height is computed by dividing the NAVD 88
 NE0564.geopotential number by the normal gravity value computed on the
 NE0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0564.degrees latitude (g = 980.6199 gals.).
 NE0564
 NE0564.The modeled gravity was interpolated from observed gravity values.
 NE0564
 NE0564;                    North         East    Units  Estimated Accuracy
 NE0564;SPC MI S     -    74,410.    4,098,630.      MT  (+/- 180 meters Scaled)
 NE0564
 NE0564                          SUPERSEDED SURVEY CONTROL
 NE0564
 NE0564  NGVD 29 (??/??/92)  179.869  (m)          590.12   (f) ADJ UNCH    1 2
 NE0564
 NE0564.Superseded values are not recommended for survey control.
 NE0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0564.See file dsdata.txt to determine how the superseded data were derived.
 NE0564
 NE0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG204702(NAD 83)
 NE0564_MARKER: DD = SURVEY DISK
 NE0564_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0564_SP_SET: STONE WINDOW SILL
 NE0564_STAMPING: D 48 1932 MCK
 NE0564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0564
 NE0564  HISTORY     - Date     Condition        Report By
 NE0564  HISTORY     - 1932     MONUMENTED       USLS
 NE0564  HISTORY     - 1954     GOOD             NGS
 NE0564  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0564  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0564  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0564
 NE0564                          STATION DESCRIPTION
 NE0564
 NE0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0564'1.6 MI N FROM TRENTON.
 NE0564'ABOUT 1.55 MILES NORTH ALONG WEST JEFFERSON AVENUE FROM PEOPLES
 NE0564'BANK AT TRENTON, ABOUT 0.55 MILE NORTH OF OVERPASS OF NEW YORK
 NE0564'CENTRAL RAILROAD OVER WEST JEFFERSON AVENUE, WEST AND ACROSS
 NE0564'WEST JEFFERSON AVENUE FROM GATE NO. 1 OF MC LOUTH STEEL CORPORATION,
 NE0564'11 1/2 FEET WEST OF WEST CURB LINE OF WEST JEFFERSON AVENUE,
 NE0564'SET VERTICALLY IN THE SOUTH END OF THE STONE WINDOW SILL OF THE
 NE0564'SECOND GROUP OF WINDOWS NORTH OF SOUTHEAST CORNER OF 2-STORY
 NE0564'BUILDING OF MC LOUTH STEEL CORPORATION, 21.8 FEET NORTH OF
 NE0564'SOUTHEAST CORNER OF BUILDING AND 2.6 FEET ABOVE GROUND.
 NE0564
 NE0564                          STATION RECOVERY (1980)
 NE0564
 NE0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0564'NOT RECOVERED, CONSIDERED DESTROYED AS THE PORTION OF BUILDING
 NE0564'MARK WAS IN IS NOW A SLIDING DOOR FOR THE SEAWAY MECHANICAL
 NE0564'CONTRACTORS INC.
 NE0564
 NE0564                          STATION RECOVERY (1983)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1986)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1987)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1987)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1987 (ES)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1988)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0564'MARK NOT FOUND.
 NE0564
 NE0564                          STATION RECOVERY (1989)
 NE0564
 NE0564'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0144 ***********************************************************************
 RK0144  DESIGNATION -  D 49
 RK0144  PID         -  RK0144
 RK0144  STATE/COUNTY-  MI/MARQUETTE
 RK0144  USGS QUAD   -  SKANDIA (1985)
 RK0144
 RK0144                         *CURRENT SURVEY CONTROL
 RK0144  ___________________________________________________________________
 RK0144* NAD 83(1986)-  46 29 03.     (N)    087 12 24.     (W)     SCALED    
 RK0144* NAVD 88     -       191.427  (meters)     628.04   (feet)  ADJUSTED  
 RK0144  ___________________________________________________________________
 RK0144  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 RK0144  DYNAMIC HT  -         191.442 (meters)     628.09  (feet)  COMP
 RK0144  MODELED GRAV-     980,690.3   (mgal)                       NAVD 88
 RK0144
 RK0144  VERT ORDER  -  FIRST     CLASS II
 RK0144
 RK0144.The horizontal coordinates were scaled from a topographic map and have
 RK0144.an estimated accuracy of +/- 6 seconds.
 RK0144
 RK0144.The orthometric height was determined by differential leveling
 RK0144.and adjusted by the National Geodetic Survey in June 1991..
 RK0144
 RK0144.The geoid height was determined by GEOID03.
 RK0144
 RK0144.The dynamic height is computed by dividing the NAVD 88
 RK0144.geopotential number by the normal gravity value computed on the
 RK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0144.degrees latitude (g = 980.6199 gals.).
 RK0144
 RK0144.The modeled gravity was interpolated from observed gravity values.
 RK0144
 RK0144;                    North         East    Units  Estimated Accuracy
 RK0144;SPC MI N     -   189,060.    7,984,130.      MT  (+/- 180 meters Scaled)
 RK0144
 RK0144                          SUPERSEDED SURVEY CONTROL
 RK0144
 RK0144  NGVD 29 (??/??/92)  191.403  (m)          627.96   (f) ADJ UNCH    1 2
 RK0144
 RK0144.Superseded values are not recommended for survey control.
 RK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0144.See file dsdata.txt to determine how the superseded data were derived.
 RK0144
 RK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS841478(NAD 83)
 RK0144_MARKER: DB = BENCH MARK DISK
 RK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0144_STAMPING: D 49 1934
 RK0144_MARK LOGO: CGS   
 RK0144_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0144+STABILITY: SURFACE MOTION
 RK0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0144+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2003
 RK0144
 RK0144  HISTORY     - Date     Condition        Report By
 RK0144  HISTORY     - 1934     MONUMENTED       CGS
 RK0144  HISTORY     - 1935     GOOD             NGS
 RK0144  HISTORY     - 19980413 GOOD             NGS
 RK0144  HISTORY     - 20030917 GOOD             MIDT
 RK0144  HISTORY     - 20060701 GOOD             GEOCAC
 RK0144
 RK0144                          STATION DESCRIPTION
 RK0144
 RK0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0144'1 MI E FROM GORDON.
 RK0144'1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0144'FROM GORDON, MARQUETTE COUNTY, 18 FEET WEST OF A STATION ONE
 RK0144'MILE SIGN, 10 FEET SOUTH OF MILEPOST 144, AND 18 FEET NORTH
 RK0144'OF THE CENTERLINE OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RK0144'DISK, STAMPED D 49 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0144
 RK0144                          STATION RECOVERY (1998)
 RK0144
 RK0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0144'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0144'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0144'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0144'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0144'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0144'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0144
 RK0144                          STATION RECOVERY (2003)
 RK0144
 RK0144'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2003 (KJF)
 RK0144'FROM THE JUNCTION OF M-28 AND US-41 IN HARVEY, GO EAST ON STATE
 RK0144'HIGHWAY M-28, 5.2 MILES TO KAWBAWGAM ROAD.  GO SOUTH ON KAWBAWGAM ROAD
 RK0144'740 FEET TO THE ABANDONED RAILROAD GRADE.  GO EAST ON THE ABANDONED
 RK0144'RAILROAD GRADE, 1.6 MILES.  POINT IS 20.3 FEET NORTH OF APPROXIMATE
 RK0144'CENTERLINE OF ABANDONED RAILROAD GRADE AND IS MARKED WITH A CARSONITE
 RK0144'MARKER 1 FOOT TO THE SOUTH
 RK0144
 RK0144                          STATION RECOVERY (2006)
 RK0144
 RK0144'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0560 ***********************************************************************
 NE0560  DESIGNATION -  D 49 USLS
 NE0560  PID         -  NE0560
 NE0560  STATE/COUNTY-  MI/WAYNE
 NE0560  USGS QUAD   -  WYANDOTTE (1981)
 NE0560
 NE0560                         *CURRENT SURVEY CONTROL
 NE0560  ___________________________________________________________________
 NE0560* NAD 83(1986)-  42 09 00.     (N)    083 10 34.     (W)     SCALED    
 NE0560* NAVD 88     -       180.352  (meters)     591.70   (feet)  ADJUSTED  
 NE0560  ___________________________________________________________________
 NE0560  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0560  DYNAMIC HT  -         180.294 (meters)     591.51  (feet)  COMP
 NE0560  MODELED GRAV-     980,295.2   (mgal)                       NAVD 88
 NE0560
 NE0560  VERT ORDER  -  FIRST     CLASS 0
 NE0560
 NE0560.The horizontal coordinates were scaled from a topographic map and have
 NE0560.an estimated accuracy of +/- 6 seconds.
 NE0560
 NE0560.The orthometric height was determined by differential leveling
 NE0560.and adjusted by the National Geodetic Survey in June 1991..
 NE0560.WARNING-Repeat measurements at this control monument indicate possible
 NE0560.vertical movement.
 NE0560
 NE0560.The geoid height was determined by GEOID03.
 NE0560
 NE0560.The dynamic height is computed by dividing the NAVD 88
 NE0560.geopotential number by the normal gravity value computed on the
 NE0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0560.degrees latitude (g = 980.6199 gals.).
 NE0560
 NE0560.The modeled gravity was interpolated from observed gravity values.
 NE0560
 NE0560;                    North         East    Units  Estimated Accuracy
 NE0560;SPC MI S     -    72,900.    4,098,400.      MT  (+/- 180 meters Scaled)
 NE0560
 NE0560                          SUPERSEDED SURVEY CONTROL
 NE0560
 NE0560  NGVD 29 (??/??/??)  180.527  (m)          592.28   (f) ADJUSTED    1 0
 NE0560
 NE0560.Superseded values are not recommended for survey control.
 NE0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0560.See file dsdata.txt to determine how the superseded data were derived.
 NE0560
 NE0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201687(NAD 83)
 NE0560_MARKER: DD = SURVEY DISK
 NE0560_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0560_SP_SET: CONCRETE FOUNDATION
 NE0560_STAMPING: D 49 1932 MCK
 NE0560_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0560
 NE0560  HISTORY     - Date     Condition        Report By
 NE0560  HISTORY     - 1932     MONUMENTED       USLS
 NE0560  HISTORY     - 1954     GOOD             NGS
 NE0560  HISTORY     - 1980     GOOD             NGS
 NE0560  HISTORY     - 1983     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1987     GOOD             USPSQD
 NE0560  HISTORY     - 1988     GOOD             USPSQD
 NE0560  HISTORY     - 1989     GOOD             USPSQD
 NE0560  HISTORY     - 20010904 GOOD             INDIV
 NE0560  HISTORY     - 20031216 GOOD             USPSQD
 NE0560
 NE0560                          STATION DESCRIPTION
 NE0560
 NE0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0560'AT TRENTON.
 NE0560'AT TRENTON, ABOUT 0.55 MILE NORTH ALONG WEST JEFFERSON AVENUE
 NE0560'FROM PEOPLES BANK, AT THE INTERSECTION OF GEORGE STREET, 43 FEET
 NE0560'WEST OF WEST CURB OF WEST JEFFERSON AVENUE, 29 FEET NORTH OF
 NE0560'NORTH CURB OF GEORGE STREET, SET VERTICALLY IN THE SOUTH FACE
 NE0560'OF BRICK FOUNDATION OF SOUTH WING OF HOUSE NO. 2052 WEST
 NE0560'JEFFERSON AVENUE, 9.2 FEET WEST OF SOUTHEAST CORNER OF SOUTH WING
 NE0560'OF HOUSE, IN THE FIFTH COURSE OF BRICK ABOVE CONCRETE FOUNDATION
 NE0560'AND 2.1 FEET ABOVE GROUND.
 NE0560
 NE0560                          STATION RECOVERY (1980)
 NE0560
 NE0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1983)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1987)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1988)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (1989)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (2001)
 NE0560
 NE0560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (SJB)
 NE0560'RECOVERED IN GOOD CONDITION.
 NE0560
 NE0560                          STATION RECOVERY (2003)
 NE0560
 NE0560'RECOVERY NOTE BY US POWER SQUADRON 2003
 NE0560'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0103 ***********************************************************************
 NE0103  DESIGNATION -  D 5 USLS
 NE0103  PID         -  NE0103
 NE0103  STATE/COUNTY-  MI/WAYNE
 NE0103  USGS QUAD   -  BELLE ISLE (1980)
 NE0103
 NE0103                         *CURRENT SURVEY CONTROL
 NE0103  ___________________________________________________________________
 NE0103* NAD 83(1986)-  42 20 55.     (N)    082 59 51.     (W)     SCALED    
 NE0103* NAVD 88     -       180.318  (meters)     591.59   (feet)  ADJUSTED  
 NE0103  ___________________________________________________________________
 NE0103  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0103  DYNAMIC HT  -         180.265 (meters)     591.42  (feet)  COMP
 NE0103  MODELED GRAV-     980,322.8   (mgal)                       NAVD 88
 NE0103
 NE0103  VERT ORDER  -  FIRST     CLASS 0
 NE0103
 NE0103.The horizontal coordinates were scaled from a topographic map and have
 NE0103.an estimated accuracy of +/- 6 seconds.
 NE0103
 NE0103.The orthometric height was determined by differential leveling
 NE0103.and adjusted by the National Geodetic Survey in June 1991..
 NE0103
 NE0103.The geoid height was determined by GEOID03.
 NE0103
 NE0103.The dynamic height is computed by dividing the NAVD 88
 NE0103.geopotential number by the normal gravity value computed on the
 NE0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0103.degrees latitude (g = 980.6199 gals.).
 NE0103
 NE0103.The modeled gravity was interpolated from observed gravity values.
 NE0103
 NE0103;                    North         East    Units  Estimated Accuracy
 NE0103;SPC MI S     -    95,180.    4,112,810.      MT  (+/- 180 meters Scaled)
 NE0103
 NE0103                          SUPERSEDED SURVEY CONTROL
 NE0103
 NE0103  NGVD 29 (??/??/??)  180.485  (m)          592.14   (f) ADJUSTED    1 0
 NE0103
 NE0103.Superseded values are not recommended for survey control.
 NE0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0103.See file dsdata.txt to determine how the superseded data were derived.
 NE0103
 NE0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG354904(NAD 83)
 NE0103_MARKER: Z = SEE DESCRIPTION
 NE0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0103_SP_SET: WALL
 NE0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0103
 NE0103  HISTORY     - Date     Condition        Report By
 NE0103  HISTORY     - UNK      MONUMENTED       USLS
 NE0103  HISTORY     - 1970     GOOD             USLS
 NE0103  HISTORY     - 1980     GOOD             NGS
 NE0103  HISTORY     - 20020213 GOOD             USPSQD
 NE0103
 NE0103                          STATION DESCRIPTION
 NE0103
 NE0103'DESCRIBED BY US LAKE SURVEY 1970
 NE0103'IN DETROIT.
 NE0103'D 5 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0103'THREE AND ONE HALF BLOCKS EAST OF THE BELLE ISLE BRIDGE, BETWEEN
 NE0103'BALDWIN AND TOWNSEND AVENUES, ON SOUTH SIDE OF JEFFERSON AVENUE,
 NE0103'ON EAST FACE OF THE NAVAL ARMORY, 88.0 FEET FROM THE SOUTHEAST
 NE0103'CORNER OF THE BUILDING, AT ENTRANCE TO THE BOILER ROOM, 3.9
 NE0103'FEET ABOVE THE CONCRETE SIDEWALK, BEING HORIZONTAL LINE OF CROSS
 NE0103'ON BRONZE DISC SET INTO THE STONE WALL.  NOTE-- PREV. DESIG.
 NE0103'BM D 5 1932.
 NE0103
 NE0103                          STATION RECOVERY (1980)
 NE0103
 NE0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0103'RECOVERED IN GOOD CONDITION.
 NE0103
 NE0103                          STATION RECOVERY (2002)
 NE0103
 NE0103'RECOVERY NOTE BY US POWER SQUADRON 2002 (THS)
 NE0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0361 ***********************************************************************
 RJ0361  DESIGNATION -  D 51
 RJ0361  PID         -  RJ0361
 RJ0361  STATE/COUNTY-  MI/CHIPPEWA
 RJ0361  USGS QUAD   -  HULBERT (1975)
 RJ0361
 RJ0361                         *CURRENT SURVEY CONTROL
 RJ0361  ___________________________________________________________________
 RJ0361* NAD 83(1986)-  46 17 47.     (N)    085 12 15.     (W)     SCALED    
 RJ0361* NAVD 88     -       219.755  (meters)     720.98   (feet)  ADJUSTED  
 RJ0361  ___________________________________________________________________
 RJ0361  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RJ0361  DYNAMIC HT  -         219.771 (meters)     721.03  (feet)  COMP
 RJ0361  MODELED GRAV-     980,681.4   (mgal)                       NAVD 88
 RJ0361
 RJ0361  VERT ORDER  -  FIRST     CLASS II
 RJ0361
 RJ0361.The horizontal coordinates were scaled from a topographic map and have
 RJ0361.an estimated accuracy of +/- 6 seconds.
 RJ0361
 RJ0361.The orthometric height was determined by differential leveling
 RJ0361.and adjusted by the National Geodetic Survey in June 1991..
 RJ0361
 RJ0361.The geoid height was determined by GEOID03.
 RJ0361
 RJ0361.The dynamic height is computed by dividing the NAVD 88
 RJ0361.geopotential number by the normal gravity value computed on the
 RJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0361.degrees latitude (g = 980.6199 gals.).
 RJ0361
 RJ0361.The modeled gravity was interpolated from observed gravity values.
 RJ0361
 RJ0361;                    North         East    Units  Estimated Accuracy
 RJ0361;SPC MI N     -   169,730.    8,138,340.      MT  (+/- 180 meters Scaled)
 RJ0361
 RJ0361                          SUPERSEDED SURVEY CONTROL
 RJ0361
 RJ0361  NGVD 29 (??/??/92)  219.751  (m)          720.97   (f) ADJ UNCH    1 2
 RJ0361
 RJ0361.Superseded values are not recommended for survey control.
 RJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0361.See file dsdata.txt to determine how the superseded data were derived.
 RJ0361
 RJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS383285(NAD 83)
 RJ0361_MARKER: DB = BENCH MARK DISK
 RJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0361_STAMPING: D 51 1934
 RJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0361+STABILITY: SURFACE MOTION
 RJ0361
 RJ0361  HISTORY     - Date     Condition        Report By
 RJ0361  HISTORY     - 1934     MONUMENTED       CGS
 RJ0361
 RJ0361                          STATION DESCRIPTION
 RJ0361
 RJ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0361'3.8 MI SE FROM SOO JUNCTION.
 RJ0361'IN CHIPPEWA COUNTY, 3.8 MILES SOUTHEAST ALONG THE DULUTH, SOUTH
 RJ0361'SHORE AND ATLANTIC RAILWAY FROM SOO JUNCTION, LUCE COUNTY, 50
 RJ0361'FEET SOUTHEAST OF MILEPOST 39, 10 FEET NORTHWEST OF BRIDGE 38.96,
 RJ0361'15 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND AT THE
 RJ0361'BOTTOM OF A FILL.  A STANDARD DISK, STAMPED D 51 1934 AND SET
 RJ0361'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1389 ***********************************************************************
 NE1389  DESIGNATION -  D 51
 NE1389  PID         -  NE1389
 NE1389  STATE/COUNTY-  MI/WAYNE
 NE1389  USGS QUAD   -  ROCKWOOD (1981)
 NE1389
 NE1389                         *CURRENT SURVEY CONTROL
 NE1389  ___________________________________________________________________
 NE1389* NAD 83(1994)-  42 06 28.14090(N)    083 09 17.92270(W)     ADJUSTED  
 NE1389* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 NE1389  ___________________________________________________________________
 NE1389  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NE1389  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE1389
 NE1389  HORZ ORDER  -  FIRST
 NE1389
 NE1389.The horizontal coordinates were established by classical geodetic methods
 NE1389.and adjusted by the National Geodetic Survey in February 1997..
 NE1389
 NE1389.The orthometric height was scaled from a topographic map.
 NE1389
 NE1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1389
 NE1389.The geoid height was determined by GEOID03.
 NE1389
 NE1389;                    North         East     Units Scale Factor Converg.
 NE1389;SPC MI S     -    68,236.993 4,100,215.999   MT  0.99999816   +0 49 28.5
 NE1389;SPC MI S     -   223,874.65 13,452,152.23   iFT  0.99999816   +0 49 28.5
 NE1389;UTM  17      - 4,663,994.406   321,827.079   MT  0.99999063   -1 26 43.3
 NE1389
 NE1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1389!SPC MI S     -   0.99997759  x   0.99999816  =   0.99997575
 NE1389!UTM  17      -   0.99997759  x   0.99999063  =   0.99996822
 NE1389
 NE1389|---------------------------------------------------------------------|
 NE1389| PID    Reference Object                     Distance      Geod. Az  |
 NE1389|                                                           dddmmss.s |
 NE1389| CH0943 D 51 RM 1                            32.217 METERS 14742     |
 NE1389| CH0942 D 51 AZ MK                                         1501715.8 |
 NE1389| CH0944 D 51 RM 2                            38.935 METERS 22940     |
 NE1389|---------------------------------------------------------------------|
 NE1389
 NE1389                          SUPERSEDED SURVEY CONTROL
 NE1389
 NE1389  NAD 83(1986)-  42 06 28.15165(N)    083 09 17.95004(W) AD(       ) 1
 NE1389  NAD 27      -  42 06 27.99500(N)    083 09 18.21740(W) AD(       ) 1
 NE1389
 NE1389.Superseded values are not recommended for survey control.
 NE1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1389.See file dsdata.txt to determine how the superseded data were derived.
 NE1389
 NE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2182763994(NAD 83)
 NE1389_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1389
 NE1389  HISTORY     - Date     Condition        Report By
 NE1389  HISTORY     - 1957     MONUMENTED       CGS
 NE1389  HISTORY     - 1976     GOOD             NGS
 NE1389  HISTORY     - 1980     GOOD             MIDH
 NE1389  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE1389
 NE1389                          STATION DESCRIPTION
 NE1389
 NE1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1389'THE STATION IS ABOUT 16.0 MILES SOUTH-SOUTHWEST OF THE CENTER OF
 NE1389'DETROIT ON THE SOUTHERN PART
 NE1389'OF GROSSE ILE ISLAND, 0.25 MILE EAST OF THE MAIN GATE TO THE GROSSE
 NE1389'ILE NAVAL AIR STATION AT THE SITE
 NE1389'OF THE U.S. ARMY NIKE SITE D 51.
 NE1389'THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 NE1389'STAMPED D 51 1957.
 NE1389'
 NE1389'TO REACH THE STATION FROM THE INTERSECTION OF WEST ROAD AND WEST
 NE1389'JEFFERSON AVENUE IN TRENTON,
 NE1389'GO SOUTH ON WEST JEFFERSON AVENUE FOR 0.15 MILE TO WALNUT STREET.
 NE1389'TURN RIGHT AND GO WEST ON WEST
 NE1389'JEFFERSON AVENUE FOR 0.2 MILE TO 5 TH STREET.  TURN LEFT AND GO SOUTH
 NE1389'ON WEST JEFFERSON AVENUE AND 5TH
 NE1389'STREET FOR 0.75 MILE TO GROSSE ILE PARKWAY.  TURN LEFT
 NE1389'AND GO EAST ON GROSE ILE PARKWAY FOR 1.35 MILES TO
 NE1389'MERIDAN ROAD.  TURN RIGHT AND GO
 NE1389'SOUTH ON MERIDAN ROAD FOR 1.3 MILES TO THE ENTRANCE TO GROSSE ILE
 NE1389'NAVAL AIR STATION AND GROH ROAD ON
 NE1389'THE LEFT*.  TURN LEFT AND GO EAST ON GROH ROAD FOR 0.25 MILE TO THE D
 NE1389'51 NIKE SITE ENTRANCE ON THE
 NE1389'LEFT.  TURN LEFT THROUGH GATE AND GO EASTERLY ON DRIVEWAY
 NE1389'FOR 0.05 MILE TO THE SOUTH RADAR VAN AND THE
 NE1389'STATION.
 NE1389'
 NE1389'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO THROUGH GATE AT
 NE1389'ENTRANCE TO THE GROSSE ILE
 NE1389'NAVAL AIR STATION, TURN SHARP LEFT AND GO EAST ON PAVED ROAD FOR 0.2
 NE1389'MILE TO A CYCLONE FENCE GATE.
 NE1389'PASS THROUGH GATE AND CONTINUE EAST ON GRAVELED ROAD FOR 0.3
 NE1389'MILE TO WHERE ROAD TURNS SHARP RIGHT.  TURN
 NE1389'RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 0.25
 NE1389'MILE TO THE AZIMUTH MARK ON THE LEFT ON THE TOP OF A SMALL
 NE1389'ROAD BANK.
 NE1389'
 NE1389'REFERENCE MARK 1 IS 99 FEET WEST OF A CYCLONE FENCE CORNER,
 NE1389'AND 1 FOOT NORTH
 NE1389'OF THE CYCLONE FENCE.
 NE1389'THE MONUMENT PROJECTS 4 INCHES AND
 NE1389'THE DISK IS STAMPED D 51 NO 1 1957.
 NE1389'
 NE1389'REFERENCE MARK 2 IS 116 FEET SOUTH OF THE SOUTH OF THE SOUTHEAST
 NE1389'CORNER OF A CONCRETE BLOCK BUILDING
 NE1389'(POWER HOUSE),
 NE1389'1 FOOT NORTH OF THE CYCLONE
 NE1389'FENCE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 NE1389'STAMPED D 51 NO 2 1957.
 NE1389'
 NE1389'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 NE1389'ROAD, 2 FEET NORTH OF A
 NE1389'WHITE WITNESS POST AND 1 FOOT WEST OF A CYCLONE FENCE.  THE MONUMENT
 NE1389'PROJECTS 4 INCHES AND THE DISK IS
 NE1389'STAMPED D 51 1957.
 NE1389'
 NE1389'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NE1389
 NE1389                          STATION RECOVERY (1976)
 NE1389
 NE1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
 NE1389'FROM THE INTERSECTION OF MERIDIAN ROAD AND GROH ROAD AT THE
 NE1389'ENTRANCE TO GROSSE ILE MUNICIPAL AIRPORT.  PROCEED EAST ON GROH
 NE1389'ROAD 0.25 MILE TO AN ABANDONDED NIKE SITE ON THE LEFT (N).
 NE1389'THE MARK IS 279 FT ENEAST OF THE C/L OF THE ENTRANCE GATE TO THE
 NE1389'ABANDONED NIKE SITE, 3.5 FT E OF E EDGE OF A SIDEWALK, 33.4 FT N
 NE1389'OF THE SOUTHLY END OF THE SIDEWALK.  A STANDARD DISK STAMPED D 51,
 NE1389'1957 SET IN A CONCRETE POST 0.5 FT BELOW THE SURFACE.
 NE1389'
 NE1389'R.M. NO. 1 IS 99 FT WEST OF A CYCLONE FENCE CORNER AND 1.0 FT N OF
 NE1389'THE FENCE.  IT IS A STANDARD R.M. DISK.
 NE1389'
 NE1389'R.M. NO. 2 IS 17.2 FT E OF THE C/L OF THE GATE AND 1 FT N OF THE
 NE1389'FENCE.  A STANDARD R.M. DISK STAMPED D 51 NO 2 1957 SET IN
 NE1389'CONCRETE, A MONUMENT PROJECTING 0.2 FT.
 NE1389'
 NE1389'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 NE1389'THE ORIGINAL DESCRIPTION.  HOWEVER IT WAS NOT VISIBLE FROM THE
 NE1389'GROUND.
 NE1389'
 NE1389'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GROSSE ILE
 NE1389'MUNICIPAL AIRPORT.
 NE1389
 NE1389                          STATION RECOVERY (1980)
 NE1389
 NE1389'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1389'THE STATION AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NE1389'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 NE1389'
 NE1389'THE TO REACH AND DESCRIPTION ARE ADEQUATE.
 NE1389
 NE1389                          STATION RECOVERY (1989)
 NE1389
 NE1389'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0524 ***********************************************************************
 NE0524  DESIGNATION -  D 51 USLS
 NE0524  PID         -  NE0524
 NE0524  STATE/COUNTY-  MI/WAYNE
 NE0524  USGS QUAD   -  ROCKWOOD (1981)
 NE0524
 NE0524                         *CURRENT SURVEY CONTROL
 NE0524  ___________________________________________________________________
 NE0524* NAD 83(1986)-  42 06 54.     (N)    083 11 30.     (W)     SCALED    
 NE0524* NAVD 88     -       177.083  (meters)     580.98   (feet)  ADJUSTED  
 NE0524  ___________________________________________________________________
 NE0524  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0524  DYNAMIC HT  -         177.025 (meters)     580.79  (feet)  COMP
 NE0524  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 NE0524
 NE0524  VERT ORDER  -  FIRST     CLASS 0
 NE0524
 NE0524.The horizontal coordinates were scaled from a topographic map and have
 NE0524.an estimated accuracy of +/- 6 seconds.
 NE0524
 NE0524.The orthometric height was determined by differential leveling
 NE0524.and adjusted by the National Geodetic Survey in June 1991..
 NE0524
 NE0524.The geoid height was determined by GEOID03.
 NE0524
 NE0524.The dynamic height is computed by dividing the NAVD 88
 NE0524.geopotential number by the normal gravity value computed on the
 NE0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0524.degrees latitude (g = 980.6199 gals.).
 NE0524
 NE0524.The modeled gravity was interpolated from observed gravity values.
 NE0524
 NE0524;                    North         East    Units  Estimated Accuracy
 NE0524;SPC MI S     -    68,990.    4,097,170.      MT  (+/- 180 meters Scaled)
 NE0524
 NE0524                          SUPERSEDED SURVEY CONTROL
 NE0524
 NE0524  NGVD 29 (??/??/??)  177.254  (m)          581.54   (f) ADJUSTED    1 0
 NE0524
 NE0524.Superseded values are not recommended for survey control.
 NE0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0524.See file dsdata.txt to determine how the superseded data were derived.
 NE0524
 NE0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG188648(NAD 83)
 NE0524_MARKER: DD = SURVEY DISK
 NE0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0524_SP_SET: CONCRETE BLOCK
 NE0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0524
 NE0524  HISTORY     - Date     Condition        Report By
 NE0524  HISTORY     - 1940     MONUMENTED       USLS
 NE0524  HISTORY     - 1970     GOOD             USLS
 NE0524  HISTORY     - 1980     GOOD             NGS
 NE0524  HISTORY     - 19991023 GOOD             USPSQD
 NE0524
 NE0524                          STATION DESCRIPTION
 NE0524
 NE0524'DESCRIBED BY US LAKE SURVEY 1970
 NE0524'IN TRENTON.
 NE0524'D 51 A IS IN SOUTH PART OF TRENTON, WAYNE COUNTY, MICHIGAN, ON
 NE0524'THE WEST SIDE OF RIVER ROAD, ON NORTH FACE OF FOUNDATION OF FRAME
 NE0524'HOUSE AT 5586, 31.5 FEET FROM THE NORTHEAST CORNER, 2 FEET
 NE0524'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON A BRONZE
 NE0524'DISC SET INTO THE CONCRETE BLOCK FOUNDATION.  NOTE-- PREV. DESIG.
 NE0524'BM D 51 A 1940
 NE0524
 NE0524                          STATION RECOVERY (1980)
 NE0524
 NE0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0524'RECOVERED IN GOOD CONDITION.
 NE0524
 NE0524                          STATION RECOVERY (1999)
 NE0524
 NE0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0235 ***********************************************************************
 QK0235  DESIGNATION -  D 52
 QK0235  PID         -  QK0235
 QK0235  STATE/COUNTY-  MI/MACKINAC
 QK0235  USGS QUAD   -  ST IGNACE (1976)
 QK0235
 QK0235                         *CURRENT SURVEY CONTROL
 QK0235  ___________________________________________________________________
 QK0235* NAD 83(1986)-  45 52 06.     (N)    084 43 24.     (W)     SCALED    
 QK0235* NAVD 88     -       178.717  (meters)     586.34   (feet)  ADJUSTED  
 QK0235  ___________________________________________________________________
 QK0235  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0235  DYNAMIC HT  -         178.724 (meters)     586.36  (feet)  COMP
 QK0235  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 QK0235
 QK0235  VERT ORDER  -  FIRST     CLASS 0
 QK0235
 QK0235.The horizontal coordinates were scaled from a topographic map and have
 QK0235.an estimated accuracy of +/- 6 seconds.
 QK0235
 QK0235.The orthometric height was determined by differential leveling
 QK0235.and adjusted by the National Geodetic Survey in June 1991..
 QK0235.WARNING-Repeat measurements at this control monument indicate possible
 QK0235.vertical movement.
 QK0235
 QK0235.The geoid height was determined by GEOID03.
 QK0235
 QK0235.The dynamic height is computed by dividing the NAVD 88
 QK0235.geopotential number by the normal gravity value computed on the
 QK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0235.degrees latitude (g = 980.6199 gals.).
 QK0235
 QK0235.The modeled gravity was interpolated from observed gravity values.
 QK0235
 QK0235;                    North         East    Units  Estimated Accuracy
 QK0235;SPC MI N     -   123,130.    8,176,740.      MT  (+/- 180 meters Scaled)
 QK0235
 QK0235                          SUPERSEDED SURVEY CONTROL
 QK0235
 QK0235  NGVD 29 (??/??/92)  178.761  (m)          586.49   (f) ADJ UNCH    1 0
 QK0235
 QK0235.Superseded values are not recommended for survey control.
 QK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0235.See file dsdata.txt to determine how the superseded data were derived.
 QK0235
 QK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767819(NAD 83)
 QK0235_MARKER: DB = BENCH MARK DISK
 QK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0235_STAMPING: D 52 1934
 QK0235_MARK LOGO: CGS   
 QK0235_PROJECTION: FLUSH
 QK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0235+STABILITY: SURFACE MOTION
 QK0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0235+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0235
 QK0235  HISTORY     - Date     Condition        Report By
 QK0235  HISTORY     - 1934     MONUMENTED       CGS
 QK0235  HISTORY     - 1972     GOOD             NGS
 QK0235  HISTORY     - 1975     GOOD             NGS
 QK0235  HISTORY     - 1983     GOOD             NGS
 QK0235  HISTORY     - 19950701 GOOD             USPSQD
 QK0235  HISTORY     - 20020507 GOOD             MIDT
 QK0235  HISTORY     - 20020605 GOOD             MIDT
 QK0235  HISTORY     - 20030606 GOOD             USPSQD
 QK0235  HISTORY     - 20060830 GOOD             USPSQD
 QK0235
 QK0235                          STATION DESCRIPTION
 QK0235
 QK0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0235'AT ST IGNACE.
 QK0235'AT ST IGNACE, ABOUT 200 YARDS NORTH OF THE JUNCTION OF STATE
 QK0235'STREET AND TRUCKEY STREET, ON A DOCK FOR THE ARNOLD LINE BOATS,
 QK0235'(STATE OWNED DOCK), 77 FEET NORTH OF THE NORTH CORNER OF THE
 QK0235'MICHIGAN EMPLOYMENT SECURITY COMMISSION BLDG, 54.5 FEET SOUTHEAST
 QK0235'OF THE SOUTH CORNER OF THE ELEVATOR BLDG, 9 FEET NORTHEAST OF
 QK0235'THE NORTHEAST CURB OF A PARKING AREA, 27 1/2 FEET SOUTHWEST OF
 QK0235'THE CENTER ONE OF THREE ANCHOR BITS, 0.5 FOOT NORTHEAST OF THE
 QK0235'NORTHEAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE SIDEWALK AND
 QK0235'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE
 QK0235'GROUND.
 QK0235
 QK0235                          STATION RECOVERY (1975)
 QK0235
 QK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (1983)
 QK0235
 QK0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0235'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0235'0.6 KM (0.4 MI) NORTHWEST ALONG STATE STREET AND INTERSTATE HIGHWAY 75
 QK0235'BUSINESS FROM THE POST OFFICE, AT THE STATE DOCK WHICH IS NOW LEASED
 QK0235'BY THE ARNOLD FERRY LINES, 23.4 METERS (76.8 FT) NORTHWEST OF WAITING
 QK0235'ROOM BUILDING, 16.67 METERS (54.7 FT) SOUTHEAST OF THE SOUTH CORNER OF
 QK0235'STORAGE BUILDING, 10.24 METERS (33.6 FT) SOUTHWEST OF LAKE FACE OF
 QK0235'SEAWALL, AND 0.15 METERS (0.5 FT) EAST OF EAST EDGE OF SIDEWALK.
 QK0235
 QK0235                          STATION RECOVERY (1995)
 QK0235
 QK0235'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (2002)
 QK0235
 QK0235'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QK0235'MARK IS LOCATED 7.5 FT SOUTHWEST OF A CHAIN LINK FENCE AT THE
 QK0235'NORTHEAST END OF THE PARKING AREA, 32.5 FT N63W OF THE SOUTH END OF
 QK0235'FENCE, 31 FT S37E OF NORTH END OF FENCE AND 8.5 FT NE OF THE BACK OF
 QK0235'CURB. ABOUT LEVEL WITH THE WALK.
 QK0235
 QK0235                          STATION RECOVERY (2002)
 QK0235
 QK0235'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0235'IN ADDITION THE TO THE PREVIOUS DESCRIPTION THE POINT IS .75' NE OF
 QK0235'SIDEWALK NEAR PARKING LOT, 30.8' N12W OF A BOX ELDER, AND 65.9' S76W
 QK0235'OF EASTERN MOST MORING POST ON LOADING DOCK.
 QK0235
 QK0235                          STATION RECOVERY (2003)
 QK0235
 QK0235'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0235'RECOVERED IN GOOD CONDITION.
 QK0235
 QK0235                          STATION RECOVERY (2006)
 QK0235
 QK0235'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0068 ***********************************************************************
 RJ0068  DESIGNATION -  D 53
 RJ0068  PID         -  RJ0068
 RJ0068  STATE/COUNTY-  MI/CHIPPEWA
 RJ0068  USGS QUAD   -  STALWART (1964)
 RJ0068
 RJ0068                         *CURRENT SURVEY CONTROL
 RJ0068  ___________________________________________________________________
 RJ0068* NAD 83(1986)-  46 05 44.     (N)    084 14 16.     (W)     SCALED    
 RJ0068* NAVD 88     -       210.474  (meters)     690.53   (feet)  ADJUSTED  
 RJ0068  ___________________________________________________________________
 RJ0068  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 RJ0068  DYNAMIC HT  -         210.481 (meters)     690.55  (feet)  COMP
 RJ0068  MODELED GRAV-     980,642.9   (mgal)                       NAVD 88
 RJ0068
 RJ0068  VERT ORDER  -  FIRST     CLASS 0
 RJ0068
 RJ0068.The horizontal coordinates were scaled from a topographic map and have
 RJ0068.an estimated accuracy of +/- 6 seconds.
 RJ0068
 RJ0068.The orthometric height was determined by differential leveling
 RJ0068.and adjusted by the National Geodetic Survey in June 1991..
 RJ0068
 RJ0068.The geoid height was determined by GEOID03.
 RJ0068
 RJ0068.The dynamic height is computed by dividing the NAVD 88
 RJ0068.geopotential number by the normal gravity value computed on the
 RJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0068.degrees latitude (g = 980.6199 gals.).
 RJ0068
 RJ0068.The modeled gravity was interpolated from observed gravity values.
 RJ0068
 RJ0068;                    North         East    Units  Estimated Accuracy
 RJ0068;SPC MI N     -   149,570.    8,213,540.      MT  (+/- 180 meters Scaled)
 RJ0068
 RJ0068                          SUPERSEDED SURVEY CONTROL
 RJ0068
 RJ0068  NGVD 29 (??/??/92)  210.450  (m)          690.45   (f) ADJ UNCH    1 0
 RJ0068
 RJ0068.Superseded values are not recommended for survey control.
 RJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0068.See file dsdata.txt to determine how the superseded data were derived.
 RJ0068
 RJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS135083(NAD 83)
 RJ0068_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0068_MARK LOGO: CGS   
 RJ0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0068+STABILITY: SURFACE MOTION
 RJ0068
 RJ0068  HISTORY     - Date     Condition        Report By
 RJ0068  HISTORY     - 1934     MONUMENTED       CGS
 RJ0068  HISTORY     - 1972     GOOD             USLS
 RJ0068  HISTORY     - 1983     GOOD             NGS
 RJ0068  HISTORY     - 19940729 GOOD             USPSQD
 RJ0068
 RJ0068                          STATION DESCRIPTION
 RJ0068
 RJ0068'DESCRIBED BY US LAKE SURVEY 1972
 RJ0068'AT STALWART.
 RJ0068'D 53 A BENCH MARK OF THE FORMER U.S. COAST AND GEODETIC SURVEY,
 RJ0068'IS AT STALWART, CHIPPEWA COUNTY, MICHIGAN, 60.5 FEET SOUTH OF
 RJ0068'SOUTHWEST FENCE CORNER, 45.3 FEET NORTHWEST OF NORTHWEST CORNER
 RJ0068'OF POST OFFICE (ALSO GENERAL STORE), 39 FEET EAST OF CENTERLINE
 RJ0068'OF HIGHWAY M-48, 12.8 FEET NORTHWEST OF MOS WESTERLY PINE IN
 RJ0068'ROW OF PINES, 3.0 FEET NORTH OF 18-INCH STUMP, 1/4-FOOT ABOVE THE
 RJ0068'GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC
 RJ0068'SET INTO TOP OF 6X6-INCH CONCRETE POST.
 RJ0068
 RJ0068                          STATION RECOVERY (1983)
 RJ0068
 RJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0068'RECOVERED THIS DATE.  NOTE, ADD 0.15 METERS (0.5 FT) SOUTH OF A
 RJ0068'WITNESS POST.
 RJ0068
 RJ0068                          STATION RECOVERY (1994)
 RJ0068
 RJ0068'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0515 ***********************************************************************
 NE0515  DESIGNATION -  D 53 USLS
 NE0515  PID         -  NE0515
 NE0515  STATE/COUNTY-  MI/WAYNE
 NE0515  USGS QUAD   -  ROCKWOOD (1981)
 NE0515
 NE0515                         *CURRENT SURVEY CONTROL
 NE0515  ___________________________________________________________________
 NE0515* NAD 83(1986)-  42 05 47.     (N)    083 11 28.     (W)     SCALED    
 NE0515* NAVD 88     -       177.913  (meters)     583.70   (feet)  ADJUSTED  
 NE0515  ___________________________________________________________________
 NE0515  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0515  DYNAMIC HT  -         177.854 (meters)     583.51  (feet)  COMP
 NE0515  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 NE0515
 NE0515  VERT ORDER  -  FIRST     CLASS 0
 NE0515
 NE0515.The horizontal coordinates were scaled from a topographic map and have
 NE0515.an estimated accuracy of +/- 6 seconds.
 NE0515
 NE0515.The orthometric height was determined by differential leveling
 NE0515.and adjusted by the National Geodetic Survey in June 1991..
 NE0515
 NE0515.The geoid height was determined by GEOID03.
 NE0515
 NE0515.The dynamic height is computed by dividing the NAVD 88
 NE0515.geopotential number by the normal gravity value computed on the
 NE0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0515.degrees latitude (g = 980.6199 gals.).
 NE0515
 NE0515.The modeled gravity was interpolated from observed gravity values.
 NE0515
 NE0515;                    North         East    Units  Estimated Accuracy
 NE0515;SPC MI S     -    66,930.    4,097,250.      MT  (+/- 180 meters Scaled)
 NE0515
 NE0515                          SUPERSEDED SURVEY CONTROL
 NE0515
 NE0515  NGVD 29 (??/??/??)  178.081  (m)          584.25   (f) ADJUSTED    1 0
 NE0515
 NE0515.Superseded values are not recommended for survey control.
 NE0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0515.See file dsdata.txt to determine how the superseded data were derived.
 NE0515
 NE0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG188628(NAD 83)
 NE0515_MARKER: DD = SURVEY DISK
 NE0515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0515_SP_SET: CONCRETE BLOCK
 NE0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0515
 NE0515  HISTORY     - Date     Condition        Report By
 NE0515  HISTORY     - 1932     MONUMENTED       USLS
 NE0515  HISTORY     - 1970     GOOD             USLS
 NE0515  HISTORY     - 1980     GOOD             NGS
 NE0515  HISTORY     - 19991023 GOOD             USPSQD
 NE0515
 NE0515                          STATION DESCRIPTION
 NE0515
 NE0515'DESCRIBED BY US LAKE SURVEY 1970
 NE0515'IN GIBRALTAR.
 NE0515'D 53 IS IN THE NORTH PART OF GIBRALTAR, WAYNE COUNTY, MICHIGAN,
 NE0515'AT AN ANGLE IN THE OLD GIBRALTAR ROAD, ON NORTH FACE OF A
 NE0515'CONCRETE BLOCK GARAGE AT 29005 GIBRALTAR ROAD, 3.2 FEET FROM
 NE0515'THE NORTHEAST CORNER, 4 FEET ABOVE THE GROUND, BEING HORIZONTAL
 NE0515'LINE OF CROSS ON BRONZE DISC SET INTO THE WALL.  NOTE-- PREV.
 NE0515'DESIG. BM D 53 1932
 NE0515
 NE0515                          STATION RECOVERY (1980)
 NE0515
 NE0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0515'RECOVERED IN GOOD CONDITION.
 NE0515
 NE0515                          STATION RECOVERY (1999)
 NE0515
 NE0515'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0459 ***********************************************************************
 RJ0459  DESIGNATION -  D 54
 RJ0459  PID         -  RJ0459
 RJ0459  STATE/COUNTY-  MI/MACKINAC
 RJ0459  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0459
 RJ0459                         *CURRENT SURVEY CONTROL
 RJ0459  ___________________________________________________________________
 RJ0459* NAD 83(1986)-  46 03 03.     (N)    085 49 05.     (W)     SCALED    
 RJ0459* NAVD 88     -       216.032  (meters)     708.76   (feet)  ADJUSTED  
 RJ0459  ___________________________________________________________________
 RJ0459  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0459  DYNAMIC HT  -         216.043 (meters)     708.80  (feet)  COMP
 RJ0459  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 RJ0459
 RJ0459  VERT ORDER  -  SECOND    CLASS 0
 RJ0459
 RJ0459.The horizontal coordinates were scaled from a topographic map and have
 RJ0459.an estimated accuracy of +/- 6 seconds.
 RJ0459
 RJ0459.The orthometric height was determined by differential leveling
 RJ0459.and adjusted by the National Geodetic Survey in June 1991..
 RJ0459
 RJ0459.The geoid height was determined by GEOID03.
 RJ0459
 RJ0459.The dynamic height is computed by dividing the NAVD 88
 RJ0459.geopotential number by the normal gravity value computed on the
 RJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0459.degrees latitude (g = 980.6199 gals.).
 RJ0459
 RJ0459.The modeled gravity was interpolated from observed gravity values.
 RJ0459
 RJ0459;                    North         East    Units  Estimated Accuracy
 RJ0459;SPC MI N     -   141,560.    8,091,460.      MT  (+/- 180 meters Scaled)
 RJ0459
 RJ0459                          SUPERSEDED SURVEY CONTROL
 RJ0459
 RJ0459  NGVD 29 (??/??/92)  216.007  (m)          708.68   (f) ADJ UNCH    2 0
 RJ0459
 RJ0459.Superseded values are not recommended for survey control.
 RJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0459.See file dsdata.txt to determine how the superseded data were derived.
 RJ0459
 RJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES914003(NAD 83)
 RJ0459_MARKER: DB = BENCH MARK DISK
 RJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0459_STAMPING: D 54 1934
 RJ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0459+STABILITY: SURFACE MOTION
 RJ0459
 RJ0459  HISTORY     - Date     Condition        Report By
 RJ0459  HISTORY     - 1934     MONUMENTED       CGS
 RJ0459  HISTORY     - 1938     GOOD             NGS
 RJ0459  HISTORY     - 1972     MARK NOT FOUND   USGS
 RJ0459  HISTORY     - 1987     GOOD             USPSQD
 RJ0459
 RJ0459                          STATION DESCRIPTION
 RJ0459
 RJ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0459'7.6 MI W FROM GOULD CITY.
 RJ0459'7.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0459'MARIE RAILWAY FROM THE STATION AT GOULD CITY, MACKINAC COUNTY,
 RJ0459'3 FEET EAST OF MILEPOST 409, 19 RAILS EAST OF A SMALL WOODEN
 RJ0459'BRIDGE OVER A CREEK, 12 FEET SOUTH OF THE CENTERLINE OF THE
 RJ0459'MAIN TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 RJ0459'STAMPED D 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0459
 RJ0459                          STATION RECOVERY (1972)
 RJ0459
 RJ0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RJ0459'MARK NOT FOUND.
 RJ0459
 RJ0459                          STATION RECOVERY (1987)
 RJ0459
 RJ0459'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 RJ0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0063 ***********************************************************************
 RK0063  DESIGNATION -  D 55
 RK0063  PID         -  RK0063
 RK0063  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0063  USGS QUAD   -  
 RK0063
 RK0063                         *CURRENT SURVEY CONTROL
 RK0063  ___________________________________________________________________
 RK0063* NAD 83(1986)-  46 11 20.     (N)    086 25 44.     (W)     SCALED    
 RK0063* NAVD 88     -       224.073  (meters)     735.15   (feet)  ADJUSTED  
 RK0063  ___________________________________________________________________
 RK0063  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 RK0063  DYNAMIC HT  -         224.085 (meters)     735.19  (feet)  COMP
 RK0063  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RK0063
 RK0063  VERT ORDER  -  SECOND    CLASS 0
 RK0063
 RK0063.The horizontal coordinates were scaled from a topographic map and have
 RK0063.an estimated accuracy of +/- 6 seconds.
 RK0063
 RK0063.The orthometric height was determined by differential leveling
 RK0063.and adjusted by the National Geodetic Survey in June 1991..
 RK0063
 RK0063.The geoid height was determined by GEOID03.
 RK0063
 RK0063.The dynamic height is computed by dividing the NAVD 88
 RK0063.geopotential number by the normal gravity value computed on the
 RK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0063.degrees latitude (g = 980.6199 gals.).
 RK0063
 RK0063.The modeled gravity was interpolated from observed gravity values.
 RK0063
 RK0063;                    North         East    Units  Estimated Accuracy
 RK0063;SPC MI N     -   156,380.    8,044,090.      MT  (+/- 180 meters Scaled)
 RK0063
 RK0063                          SUPERSEDED SURVEY CONTROL
 RK0063
 RK0063  NGVD 29 (??/??/92)  224.05   (m)          735.1    (f) COMPUTED    2 0
 RK0063
 RK0063.Superseded values are not recommended for survey control.
 RK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0063.See file dsdata.txt to determine how the superseded data were derived.
 RK0063
 RK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES440151(NAD 83)
 RK0063_MARKER: DB = BENCH MARK DISK
 RK0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0063+STABILITY: SURFACE MOTION
 RK0063
 RK0063  HISTORY     - Date     Condition        Report By
 RK0063  HISTORY     - UNK      MONUMENTED       CGS
 RK0063  HISTORY     - 1934     GOOD             NGS
 RK0063
 RK0063                          STATION DESCRIPTION
 RK0063
 RK0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0063'12.1 MI S FROM SHINGLETON.
 RK0063'36 FEET WEST OF CENTER OF HIGHWAY M 94 OPPOSITE ROAD TO THUNDER
 RK0063'LAKE 200 FEET NORTH OF FORK IN ROAD MANISTIQUE, MICHIGAN TO
 RK0063'SHINGLETON, MICHIGAN LINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0064 ***********************************************************************
 RK0064  DESIGNATION -  D 55 RESET 1958
 RK0064  PID         -  RK0064
 RK0064  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0064  USGS QUAD   -  
 RK0064
 RK0064                         *CURRENT SURVEY CONTROL
 RK0064  ___________________________________________________________________
 RK0064* NAD 83(1986)-  46 11 20.     (N)    086 25 44.     (W)     SCALED    
 RK0064* NAVD 88     -       224.49   (+/-2cm)     736.5    (feet)  VERTCON   
 RK0064  ___________________________________________________________________
 RK0064  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 RK0064
 RK0064  VERT ORDER  -  THIRD (See Below)
 RK0064
 RK0064.The horizontal coordinates were scaled from a topographic map and have
 RK0064.an estimated accuracy of +/- 6 seconds.
 RK0064
 RK0064.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0064.The vertical order pertains to the NGVD 29 superseded value.
 RK0064
 RK0064.The geoid height was determined by GEOID03.
 RK0064
 RK0064;                    North         East    Units  Estimated Accuracy
 RK0064;SPC MI N     -   156,380.    8,044,090.      MT  (+/- 180 meters Scaled)
 RK0064
 RK0064                          SUPERSEDED SURVEY CONTROL
 RK0064
 RK0064  NGVD 29 (??/??/??)  224.46   (m)          736.4    (f) RESET       3  
 RK0064
 RK0064.Superseded values are not recommended for survey control.
 RK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0064.See file dsdata.txt to determine how the superseded data were derived.
 RK0064
 RK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES440151(NAD 83)
 RK0064_MARKER: DB = BENCH MARK DISK
 RK0064_SETTING: 0 = UNSPECIFIED SETTING
 RK0064_STAMPING: D 55 1934
 RK0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0064
 RK0064  HISTORY     - Date     Condition        Report By
 RK0064  HISTORY     - 1934     MONUMENTED       USGS
 RK0064
 RK0064                          STATION DESCRIPTION
 RK0064
 RK0064'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 RK0064'12.1 MI S FROM SHINGLETON.
 RK0064'IN SCHOOLCRAFT COUNTY, 12.1 MILES ALONG STATE HIGHWAY 94 FROM
 RK0064'SHINGLETON, ALGER COUNTY, 510 FEET NORTH OF A ROAD LEADING TO STEUBEN
 RK0064'AND 48 FEET WEST OF THE CENTERLINE OF THE ROAD.  IN NW 1/4 OF NW 1/4
 RK0064'SEC 27, T 44 N, R 17 W, THOMPSON TWP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0014 ***********************************************************************
 QL0014  DESIGNATION -  D 56
 QL0014  PID         -  QL0014
 QL0014  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0014  USGS QUAD   -  
 QL0014
 QL0014                         *CURRENT SURVEY CONTROL
 QL0014  ___________________________________________________________________
 QL0014* NAD 83(1986)-  45 55 35.     (N)    086 22 30.     (W)     SCALED    
 QL0014* NAVD 88     -       206.688  (meters)     678.11   (feet)  ADJUSTED  
 QL0014  ___________________________________________________________________
 QL0014  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 QL0014  DYNAMIC HT  -         206.692 (meters)     678.12  (feet)  COMP
 QL0014  MODELED GRAV-     980,630.9   (mgal)                       NAVD 88
 QL0014
 QL0014  VERT ORDER  -  SECOND    CLASS 0
 QL0014
 QL0014.The horizontal coordinates were scaled from a topographic map and have
 QL0014.an estimated accuracy of +/- 6 seconds.
 QL0014
 QL0014.The orthometric height was determined by differential leveling
 QL0014.and adjusted by the National Geodetic Survey in June 1991..
 QL0014
 QL0014.The geoid height was determined by GEOID03.
 QL0014
 QL0014.The dynamic height is computed by dividing the NAVD 88
 QL0014.geopotential number by the normal gravity value computed on the
 QL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0014.degrees latitude (g = 980.6199 gals.).
 QL0014
 QL0014.The modeled gravity was interpolated from observed gravity values.
 QL0014
 QL0014;                    North         East    Units  Estimated Accuracy
 QL0014;SPC MI N     -   127,240.    8,048,470.      MT  (+/- 180 meters Scaled)
 QL0014
 QL0014                          SUPERSEDED SURVEY CONTROL
 QL0014
 QL0014  NGVD 29 (??/??/92)  206.675  (m)          678.07   (f) ADJ UNCH    2 0
 QL0014
 QL0014.Superseded values are not recommended for survey control.
 QL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0014.See file dsdata.txt to determine how the superseded data were derived.
 QL0014
 QL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER484860(NAD 83)
 QL0014_MARKER: DB = BENCH MARK DISK
 QL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0014_STAMPING: D 56 1934
 QL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0014+STABILITY: SURFACE MOTION
 QL0014
 QL0014  HISTORY     - Date     Condition        Report By
 QL0014  HISTORY     - 1934     MONUMENTED       CGS
 QL0014  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0014
 QL0014                          STATION DESCRIPTION
 QL0014
 QL0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0014'6.7 MI W FROM MANISTIQUE.
 QL0014'6.7 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0014'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0014'COUNTY, 15 FEET EAST OF MILEPOST 380, 42 FEET NORTH OF THE
 QL0014'CENTERLINE OF THE MAIN TRACK, AND 4 FEET WEST AND 3 FEET SOUTH
 QL0014'OF A POLE.  A STANDARD DISK, STAMPED D 56 1934 AND SET IN THE
 QL0014'TOP OF A CONCRETE POST.
 QL0014
 QL0014                          STATION RECOVERY (1980)
 QL0014
 QL0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0014'PLOTS NEAR TRACK ROAD, MARK MAY HAVE COVERED OR DESTROYED WHEN THIS
 QL0014'ROAD WAS MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0390 ***********************************************************************
 QL0390  DESIGNATION -  D 57
 QL0390  PID         -  QL0390
 QL0390  STATE/COUNTY-  MI/MENOMINEE
 QL0390  USGS QUAD   -  HERMANSVILLE (1989)
 QL0390
 QL0390                         *CURRENT SURVEY CONTROL
 QL0390  ___________________________________________________________________
 QL0390* NAD 83(1986)-  45 42 04.     (N)    087 37 29.     (W)     SCALED    
 QL0390* NAVD 88     -       271.434  (meters)     890.53   (feet)  ADJUSTED  
 QL0390  ___________________________________________________________________
 QL0390  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QL0390  DYNAMIC HT  -         271.430 (meters)     890.52  (feet)  COMP
 QL0390  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 QL0390
 QL0390  VERT ORDER  -  SECOND    CLASS 0
 QL0390
 QL0390.The horizontal coordinates were scaled from a topographic map and have
 QL0390.an estimated accuracy of +/- 6 seconds.
 QL0390
 QL0390.The orthometric height was determined by differential leveling
 QL0390.and adjusted by the National Geodetic Survey in June 1991..
 QL0390
 QL0390.The geoid height was determined by GEOID03.
 QL0390
 QL0390.The dynamic height is computed by dividing the NAVD 88
 QL0390.geopotential number by the normal gravity value computed on the
 QL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0390.degrees latitude (g = 980.6199 gals.).
 QL0390
 QL0390.The modeled gravity was interpolated from observed gravity values.
 QL0390
 QL0390;                    North         East    Units  Estimated Accuracy
 QL0390;SPC MI N     -   102,200.    7,951,350.      MT  (+/- 180 meters Scaled)
 QL0390
 QL0390                          SUPERSEDED SURVEY CONTROL
 QL0390
 QL0390  NGVD 29 (??/??/92)  271.450  (m)          890.58   (f) ADJ UNCH    2 0
 QL0390
 QL0390.Superseded values are not recommended for survey control.
 QL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0390.See file dsdata.txt to determine how the superseded data were derived.
 QL0390
 QL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR513610(NAD 83)
 QL0390_MARKER: DB = BENCH MARK DISK
 QL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0390_STAMPING: D 57 1934
 QL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0390+STABILITY: SURFACE MOTION
 QL0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0390+SATELLITE: SATELLITE OBSERVATIONS - May 03, 1996
 QL0390
 QL0390  HISTORY     - Date     Condition        Report By
 QL0390  HISTORY     - 1934     MONUMENTED       CGS
 QL0390  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0390  HISTORY     - 19960503 MARK NOT FOUND   MIDT
 QL0390
 QL0390                          STATION DESCRIPTION
 QL0390
 QL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0390'1.2 MI W FROM HERMANSVILLE.
 QL0390'1.2 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0390'MARIE RAILROAD FROM THE STATION AT HERMANSVILLE, MENOMINEE
 QL0390'COUNTY, AT MILEAGE 309.6, AT A ROAD CROSSING, 30 FEET EAST OF THE
 QL0390'CENTERLINE OF THE ROAD, 20 FEET NORTH OF THE CENTERLINE OF THE
 QL0390'MAIN TRACK, AND 18 INCHES WEST OF A FENCE.  A STANDARD DISK,
 QL0390'STAMPED D 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0390
 QL0390                          STATION RECOVERY (1963)
 QL0390
 QL0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0390'MARK NOT FOUND.
 QL0390
 QL0390                          STATION RECOVERY (1996)
 QL0390
 QL0390'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0390'STATION WAS NOT RECOVERED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1421 ***********************************************************************
 NE1421  DESIGNATION -  D 57 58
 NE1421  PID         -  NE1421
 NE1421  STATE/COUNTY-  MI/MONROE
 NE1421  USGS QUAD   -  FLAT ROCK (1973)
 NE1421
 NE1421                         *CURRENT SURVEY CONTROL
 NE1421  ___________________________________________________________________
 NE1421* NAD 83(1994)-  42 00 19.40569(N)    083 21 28.85176(W)     ADJUSTED  
 NE1421* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 NE1421  ___________________________________________________________________
 NE1421  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 NE1421  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 NE1421
 NE1421  HORZ ORDER  -  FIRST
 NE1421
 NE1421.The horizontal coordinates were established by classical geodetic methods
 NE1421.and adjusted by the National Geodetic Survey in February 1997..
 NE1421
 NE1421.The orthometric height was scaled from a topographic map.
 NE1421
 NE1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1421
 NE1421.The geoid height was determined by GEOID03.
 NE1421
 NE1421;                    North         East     Units Scale Factor Converg.
 NE1421;SPC MI S     -    56,639.304 4,083,560.542   MT  1.00002374   +0 41 11.1
 NE1421;SPC MI S     -   185,824.49 13,397,508.34   iFT  1.00002374   +0 41 11.1
 NE1421;UTM  17      - 4,653,064.557   304,725.489   MT  1.00006923   -1 34 42.5
 NE1421
 NE1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1421!SPC MI S     -   0.99997666  x   1.00002374  =   1.00000040
 NE1421!UTM  17      -   0.99997666  x   1.00006923  =   1.00004589
 NE1421
 NE1421:                Primary Azimuth Mark                     Grid Az
 NE1421:SPC MI S     -  FLAT ROCK MUNICIPAL TANK                 025 29 28.1
 NE1421:UTM  17      -  FLAT ROCK MUNICIPAL TANK                 027 45 21.7
 NE1421
 NE1421|---------------------------------------------------------------------|
 NE1421| PID    Reference Object                     Distance      Geod. Az  |
 NE1421|                                                           dddmmss.s |
 NE1421| NE1422 FLAT ROCK MUNICIPAL TANK            APPROX.11.8 KM 0261039.2 |
 NE1421| NE1420 FLAT ROCK DT AND I RR CO TANK       APPROX.14.2 KM 0332339.4 |
 NE1421| NE1387 TRENTON RADIO WCAR CENTER MAST      APPROX.17.7 KM 0483158.4 |
 NE1421| NE1388 ROCKWOOD MUNICIPAL WATER TANK       APPROX.11.5 KM 0510920.3 |
 NE1421| CH0949 D 57 58 RM 1                         29.959 METERS 11215     |
 NE1421| CH0948 D 57 58 AZ MK                                      1860816.2 |
 NE1421| CH0950 D 57 58 RM 2                         28.250 METERS 27344     |
 NE1421| NE1423 CARLETON MUNICIPAL TANK             APPROX. 6.4 KM 3332746.3 |
 NE1421|---------------------------------------------------------------------|
 NE1421
 NE1421                          SUPERSEDED SURVEY CONTROL
 NE1421
 NE1421  NAD 83(1986)-  42 00 19.41532(N)    083 21 28.87703(W) AD(       ) 1
 NE1421  NAD 27      -  42 00 19.24900(N)    083 21 29.11920(W) AD(       ) 1
 NE1421
 NE1421.Superseded values are not recommended for survey control.
 NE1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1421.See file dsdata.txt to determine how the superseded data were derived.
 NE1421
 NE1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0472553065(NAD 83)
 NE1421_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1421
 NE1421  HISTORY     - Date     Condition        Report By
 NE1421  HISTORY     - 1957     MONUMENTED       CGS
 NE1421  HISTORY     - 1973     SEE DESCRIPTION  NGS
 NE1421  HISTORY     - 19920817 GOOD             USPSQD
 NE1421
 NE1421                          STATION DESCRIPTION
 NE1421
 NE1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1421'THE STATION IS ABOUT 7 MILES SOUTHWEST OF FLAT ROCK AT THE U.S. ARMY
 NE1421'DOUBLE NIKE SITE D 57-58.  IT
 NE1421'IS LOCATED 519 FEET WEST OF
 NE1421'THE SOUTHEAST CORNER OF THE CYCLONE
 NE1421'FENCE THAT SURROUNDS THE NIKE SITE AND 16 FEET
 NE1421'NORTH OF THE CYCLONE FENCE AND A WHITE WITNESS POST
 NE1421'THAT IS SET ON THE NORTH SIDE OF
 NE1421'THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED D
 NE1421'57 - 58 1957.  NOTE- THIS NIKE
 NE1421'SITE WAS UNDER CONSTRUCTION AT THE TIME THE STATION WAS OCCUPIED.
 NE1421'
 NE1421'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NOS. 24
 NE1421'AND 25 AND HURON RIVER
 NE1421'DRIVE IN FLAT ROCK, GO SOUTHWEST ON HIGHWAY NOS. 24 AND 25 FOR 6.85
 NE1421'MILES TO NEWPORT ROAD*.  TURN
 NE1421'RIGHT AND GO WEST ON NEWPORT ROAD FOR 0.15 MILE TO A CYCLONE
 NE1421'FENCE GATE ON THE LEFT AND THE ENTRANCE TO
 NE1421'THE NIKE SITE.  TURN LEFT THROUGH THE GATE
 NE1421'AND GO SOUTH ON DRIVEWAY FOR 0.05 MILE TO A REVERSE
 NE1421'Y-INTERSECTION.  CONTINUE SOUTH
 NE1421'ACROSS FIELD FOR ABOUT 0.1 MILE TO THE SOUTH EDGE OF THE NIKE SITE
 NE1421'AND THE STATION.
 NE1421'
 NE1421'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST ON HIGHWAY
 NE1421'NOS. 24 AND 25 FOR 0.5 MILE
 NE1421'TO THE AZIMUTH MARK ON THE RIGHT.
 NE1421'
 NE1421'REFERENCE MARK 1 IS 1 FOOT NORTH OF THE CYCLONE FENCE.  THE MONUMENT
 NE1421'PROJECTS 3 INCHES AND THE
 NE1421'DISK IS STAMPED D 57-58 NO 1 1957.
 NE1421'
 NE1421'REFERENCE MARK 2 IS 1 FOOT NORTH OF THE CYCLONE FENCE.  THE MONUMENT
 NE1421'PROJECTS 3 INCHES AND THE
 NE1421'DISK IS STAMPED D 57-58 NO 2 1957.
 NE1421'
 NE1421'THE AZIMUTH MARK IS 44 FEET NORTHWEST OF THE CENTERLINE OF HIGHWAY
 NE1421'NOS. 24 AND 25, 3 FEET NORTH OF
 NE1421'A WHITE WITNESS POST AND 2 FEET NORTH OF A TELEPHONE POLE.  THE
 NE1421'MONUMENT PROJECTS 4 INCHES AND THE
 NE1421'DISK IS STAMPED D 57-58 1957.
 NE1421'
 NE1421'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 NE1421
 NE1421                          STATION RECOVERY (1973)
 NE1421
 NE1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 NE1421'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A METAL
 NE1421'WITNESS POST WAS
 NE1421'SET 1 FOOT EAST OF THE STATION MARK AND 1 FOOT NORTH OF
 NE1421'THE AZIMUTH MARK.
 NE1421'
 NE1421'NOTE- ANYONE USING THIS STATION SHOULD MAKE ARRANGEMENTS WITH BELOW,
 NE1421'BATTERY C
 NE1421'1ST BN
 NE1421'177TH AIR DEFENSE ARTILLERY
 NE1421'MICHIGAN ARMY NATIONAL GUARD.
 NE1421'
 NE1421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 NE1421'SOUTHWEST OF FLAT ROCK
 NE1421
 NE1421                          STATION RECOVERY (1992)
 NE1421
 NE1421'RECOVERY NOTE BY US POWER SQUADRON 1992 (JCS)
 NE1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0006 ***********************************************************************
 RM0006  DESIGNATION -  D 58
 RM0006  PID         -  RM0006
 RM0006  STATE/COUNTY-  MI/GOGEBIC
 RM0006  USGS QUAD   -  PINE LAKE (1973)
 RM0006
 RM0006                         *CURRENT SURVEY CONTROL
 RM0006  ___________________________________________________________________
 RM0006* NAD 83(1986)-  46 30 32.     (N)    090 09 33.     (W)     SCALED    
 RM0006* NAVD 88     -       364.303  (meters)    1195.22   (feet)  ADJUSTED  
 RM0006  ___________________________________________________________________
 RM0006  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0006  DYNAMIC HT  -         364.330 (meters)    1195.31  (feet)  COMP
 RM0006  MODELED GRAV-     980,678.2   (mgal)                       NAVD 88
 RM0006
 RM0006  VERT ORDER  -  FIRST     CLASS II
 RM0006
 RM0006.The horizontal coordinates were scaled from a topographic map and have
 RM0006.an estimated accuracy of +/- 6 seconds.
 RM0006
 RM0006.The orthometric height was determined by differential leveling
 RM0006.and adjusted by the National Geodetic Survey in June 1991..
 RM0006
 RM0006.The geoid height was determined by GEOID03.
 RM0006
 RM0006.The dynamic height is computed by dividing the NAVD 88
 RM0006.geopotential number by the normal gravity value computed on the
 RM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0006.degrees latitude (g = 980.6199 gals.).
 RM0006
 RM0006.The modeled gravity was interpolated from observed gravity values.
 RM0006
 RM0006;                    North         East    Units  Estimated Accuracy
 RM0006;SPC MI N     -   196,620.    7,757,620.      MT  (+/- 180 meters Scaled)
 RM0006
 RM0006                          SUPERSEDED SURVEY CONTROL
 RM0006
 RM0006  NGVD 29 (??/??/92)  364.330  (m)         1195.31   (f) ADJ UNCH    1 2
 RM0006
 RM0006.Superseded values are not recommended for survey control.
 RM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0006.See file dsdata.txt to determine how the superseded data were derived.
 RM0006
 RM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM179545(NAD 83)
 RM0006_MARKER: DB = BENCH MARK DISK
 RM0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RM0006_SP_SET: CULVERT
 RM0006_STAMPING: D 58 1934
 RM0006_MARK LOGO: CGS   
 RM0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0006+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0006
 RM0006  HISTORY     - Date     Condition        Report By
 RM0006  HISTORY     - 1934     MONUMENTED       CGS
 RM0006  HISTORY     - 1948     GOOD             NGS
 RM0006  HISTORY     - 1964     GOOD             NGS
 RM0006  HISTORY     - 1982     GOOD             NGS
 RM0006  HISTORY     - 1987     GOOD             USPSQD
 RM0006  HISTORY     - 20030822 GOOD             USPSQD
 RM0006
 RM0006                          STATION DESCRIPTION
 RM0006
 RM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0006'AT NORTH IRONWOOD.
 RM0006'AT NORTH IRONWOOD, AT THE CROSSING OF THE DULUTH, SOUTH SHORE
 RM0006'AND ATLANTIC RAILWAY AND A PAVED ROAD, SET IN THE TOP OF THE
 RM0006'NORTH END OF THE EAST CONCRETE HEAD WALL OF A 24-INCH PIPE
 RM0006'CULVERT ON PAVED ROAD, 114 FEET SOUTH OF THE SOUTH RAIL OF
 RM0006'THE TRACK, 26 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 RM0006'89 FEET SOUTH OF THE SOUTHWEST CORNER OF THE RAILWAY STATION
 RM0006'AND ABOUT 2 FEET BELOW THE ROAD.
 RM0006
 RM0006                          STATION RECOVERY (1964)
 RM0006
 RM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0006'RECOVERED IN GOOD CONDITION.
 RM0006
 RM0006                          STATION RECOVERY (1982)
 RM0006
 RM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0006'RECOVERED IN GOOD CONDITION.
 RM0006
 RM0006                          STATION RECOVERY (1987)
 RM0006
 RM0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0006'RECOVERED IN GOOD CONDITION.
 RM0006
 RM0006                          STATION RECOVERY (2003)
 RM0006
 RM0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0006'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 33 FEET
 RM0006'SOUTH-SOUTHWEST OF UTILITY POLE NUMBER 35-7/31 AND 1 FOOT SOUTH OF THE
 RM0006'NORTH END AND 0.3 FEET WEST OF THE EASTERN FACE OF THE CULVERT.
 RM0006'NOTE-- THERE IS NO RAILROAD STATION PRESENT.  THE PAVED ROAD DESCRIBED
 RM0006'IN THE 1948 DESCRIPTION IS LAKE ROAD (COUNTY ROAD 505).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0650 ***********************************************************************
 NE0650  DESIGNATION -  D 58 USLS
 NE0650  PID         -  NE0650
 NE0650  STATE/COUNTY-  MI/WAYNE
 NE0650  USGS QUAD   -  ROCKWOOD (1981)
 NE0650
 NE0650                         *CURRENT SURVEY CONTROL
 NE0650  ___________________________________________________________________
 NE0650* NAD 83(1986)-  42 02 32.     (N)    083 12 52.     (W)     SCALED    
 NE0650* NAVD 88     -       178.501  (meters)     585.63   (feet)  ADJUSTED  
 NE0650  ___________________________________________________________________
 NE0650  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 NE0650  DYNAMIC HT  -         178.440 (meters)     585.43  (feet)  COMP
 NE0650  MODELED GRAV-     980,277.2   (mgal)                       NAVD 88
 NE0650
 NE0650  VERT ORDER  -  FIRST     CLASS 0
 NE0650
 NE0650.The horizontal coordinates were scaled from a topographic map and have
 NE0650.an estimated accuracy of +/- 6 seconds.
 NE0650
 NE0650.The orthometric height was determined by differential leveling
 NE0650.and adjusted by the National Geodetic Survey in June 1991..
 NE0650
 NE0650.The geoid height was determined by GEOID03.
 NE0650
 NE0650.The dynamic height is computed by dividing the NAVD 88
 NE0650.geopotential number by the normal gravity value computed on the
 NE0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0650.degrees latitude (g = 980.6199 gals.).
 NE0650
 NE0650.The modeled gravity was interpolated from observed gravity values.
 NE0650
 NE0650;                    North         East    Units  Estimated Accuracy
 NE0650;SPC MI S     -    60,880.    4,095,400.      MT  (+/- 180 meters Scaled)
 NE0650
 NE0650                          SUPERSEDED SURVEY CONTROL
 NE0650
 NE0650  NGVD 29 (??/??/??)  178.673  (m)          586.20   (f) ADJUSTED    1 0
 NE0650
 NE0650.Superseded values are not recommended for survey control.
 NE0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0650.See file dsdata.txt to determine how the superseded data were derived.
 NE0650
 NE0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG167568(NAD 83)
 NE0650_MARKER: DD = SURVEY DISK
 NE0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0650_SP_SET: BRIDGE ABUTMENT
 NE0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0650
 NE0650  HISTORY     - Date     Condition        Report By
 NE0650  HISTORY     - UNK      MONUMENTED       USLS
 NE0650  HISTORY     - 1970     GOOD             USLS
 NE0650  HISTORY     - 1980     GOOD             NGS
 NE0650
 NE0650                          STATION DESCRIPTION
 NE0650
 NE0650'DESCRIBED BY US LAKE SURVEY 1970
 NE0650'IN EAST ROCKWOOD.
 NE0650'D 58 IS IN THE SOUTH PART OF EAST ROCKWOOD, WAYNE COUNTY,
 NE0650'MICHIGAN, ON WEST SIDE OF RIVER ROAD, IN TOP OF SOUTH ABUTMENT
 NE0650'OF BRIDGE OVER HURON RIVER, 3.3 FEET FROM SOUTH EDGE OF
 NE0650'ABUTMENT, 0.3 FOOT EAST OF EAST FACE OF CONCRETE RAILING,
 NE0650'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0650'INTO THE CONCRETE.  NOTE-- MARK IS IN POOR CONDITION.
 NE0650'NOTE-- PREV. DESIG. BM D 58 1932.
 NE0650
 NE0650                          STATION RECOVERY (1980)
 NE0650
 NE0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0650'NOTE, MARK WAS REINFORCED WITH CONCRETE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0227 ***********************************************************************
 RL0227  DESIGNATION -  D 59
 RL0227  PID         -  RL0227
 RL0227  STATE/COUNTY-  MI/IRON
 RL0227  USGS QUAD   -  AMASA (1975)
 RL0227
 RL0227                         *CURRENT SURVEY CONTROL
 RL0227  ___________________________________________________________________
 RL0227* NAD 83(1986)-  46 14 31.     (N)    088 26 38.     (W)     SCALED    
 RL0227* NAVD 88     -       444.370  (meters)    1457.90   (feet)  ADJUSTED  
 RL0227  ___________________________________________________________________
 RL0227  GEOID HEIGHT-         -32.45  (meters)                     GEOID03
 RL0227  DYNAMIC HT  -         444.383 (meters)    1457.95  (feet)  COMP
 RL0227  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RL0227
 RL0227  VERT ORDER  -  SECOND    CLASS 0
 RL0227
 RL0227.The horizontal coordinates were scaled from a topographic map and have
 RL0227.an estimated accuracy of +/- 6 seconds.
 RL0227
 RL0227.The orthometric height was determined by differential leveling
 RL0227.and adjusted by the National Geodetic Survey in June 1991..
 RL0227.WARNING-Repeat measurements at this control monument indicate possible
 RL0227.vertical movement.
 RL0227
 RL0227.The geoid height was determined by GEOID03.
 RL0227
 RL0227.The dynamic height is computed by dividing the NAVD 88
 RL0227.geopotential number by the normal gravity value computed on the
 RL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0227.degrees latitude (g = 980.6199 gals.).
 RL0227
 RL0227.The modeled gravity was interpolated from observed gravity values.
 RL0227
 RL0227;                    North         East    Units  Estimated Accuracy
 RL0227;SPC MI N     -   163,130.    7,888,660.      MT  (+/- 180 meters Scaled)
 RL0227
 RL0227                          SUPERSEDED SURVEY CONTROL
 RL0227
 RL0227  NGVD 29 (??/??/92)  444.362  (m)         1457.88   (f) ADJ UNCH    2 0
 RL0227
 RL0227.Superseded values are not recommended for survey control.
 RL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0227.See file dsdata.txt to determine how the superseded data were derived.
 RL0227
 RL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS886219(NAD 83)
 RL0227_MARKER: DB = BENCH MARK DISK
 RL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0227_STAMPING: D 59 1934
 RL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0227+STABILITY: SURFACE MOTION
 RL0227
 RL0227  HISTORY     - Date     Condition        Report By
 RL0227  HISTORY     - 1934     MONUMENTED       CGS
 RL0227  HISTORY     - 1948     POOR             NGS
 RL0227
 RL0227                          STATION DESCRIPTION
 RL0227
 RL0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0227'0.7 MI NE FROM AMASA.
 RL0227'0.7 MILE NORTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0227'PACIFIC RAILWAY FROM THE STATION AT AMASA, AT THE CROSSING OF
 RL0227'U.S. HIGHWAY 141, 25.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 37
 RL0227'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET WEST OF A
 RL0227'TELEPHONE POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0227'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0227'NOTE-- MARK IS LOOSE AND APPARENTLY BROKEN BELOW THE SURFACE
 RL0227'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0649 ***********************************************************************
 NE0649  DESIGNATION -  D 59 USLS
 NE0649  PID         -  NE0649
 NE0649  STATE/COUNTY-  MI/MONROE
 NE0649  USGS QUAD   -  ROCKWOOD (1981)
 NE0649
 NE0649                         *CURRENT SURVEY CONTROL
 NE0649  ___________________________________________________________________
 NE0649* NAD 83(1986)-  42 01 33.     (N)    083 13 32.     (W)     SCALED    
 NE0649* NAVD 88     -       176.721  (meters)     579.79   (feet)  ADJUSTED  
 NE0649  ___________________________________________________________________
 NE0649  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 NE0649  DYNAMIC HT  -         176.661 (meters)     579.60  (feet)  COMP
 NE0649  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 NE0649
 NE0649  VERT ORDER  -  FIRST     CLASS 0
 NE0649
 NE0649.The horizontal coordinates were scaled from a topographic map and have
 NE0649.an estimated accuracy of +/- 6 seconds.
 NE0649
 NE0649.The orthometric height was determined by differential leveling
 NE0649.and adjusted by the National Geodetic Survey in June 1991..
 NE0649
 NE0649.The geoid height was determined by GEOID03.
 NE0649
 NE0649.The dynamic height is computed by dividing the NAVD 88
 NE0649.geopotential number by the normal gravity value computed on the
 NE0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0649.degrees latitude (g = 980.6199 gals.).
 NE0649
 NE0649.The modeled gravity was interpolated from observed gravity values.
 NE0649
 NE0649;                    North         East    Units  Estimated Accuracy
 NE0649;SPC MI S     -    59,050.    4,094,500.      MT  (+/- 180 meters Scaled)
 NE0649
 NE0649                          SUPERSEDED SURVEY CONTROL
 NE0649
 NE0649  NGVD 29 (??/??/??)  176.894  (m)          580.36   (f) ADJUSTED    1 0
 NE0649
 NE0649.Superseded values are not recommended for survey control.
 NE0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0649.See file dsdata.txt to determine how the superseded data were derived.
 NE0649
 NE0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG157550(NAD 83)
 NE0649_MARKER: DD = SURVEY DISK
 NE0649_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0649_SP_SET: CONCRETE FOUNDATION
 NE0649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0649
 NE0649  HISTORY     - Date     Condition        Report By
 NE0649  HISTORY     - 1932     MONUMENTED       USLS
 NE0649  HISTORY     - 1970     GOOD             USLS
 NE0649  HISTORY     - 1980     GOOD             NGS
 NE0649
 NE0649                          STATION DESCRIPTION
 NE0649
 NE0649'DESCRIBED BY US LAKE SURVEY 1970
 NE0649'IN SOUTH ROCKWOOD.
 NE0649'D 59 IS AT SOUTH ROCKWOOD, MONROE COUNTY, MICHIGAN, APPROXIMATELY
 NE0649'1 MILE SOUTH OF THE HURON RIVER, ON WEST SIDE OF RIVER ROAD,
 NE0649'ABOUT 200 FEET SOUTH OF PTE. MOUILEE CREEK, ON THE NORTH FACE
 NE0649'OF FARM HOUSE NO. 10103 BELONGING TO CHAUNCY ROBERTS, 16.2 FEET
 NE0649'FROM THE NORTHEAST CORNER, 1.3 FEET ABOVE THE GROUND, BEING
 NE0649'THE HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 NE0649'FOUNDATION STONE.  NOTE-- PREV. DESIG. BM D 59 1932.
 NE0649
 NE0649                          STATION RECOVERY (1980)
 NE0649
 NE0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0649'NOTE, THIS MARK WILL PROBABLY BE COVERED WHEN REMODELING OF HOUSE
 NE0649'BEGINS THIS SUMMER, A NEW ROD MARK WILL BE SET NEARBY, PROPERTY
 NE0649'NOW OWNED BY JIM CROCKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0197 ***********************************************************************
 RL0197  DESIGNATION -  D 60
 RL0197  PID         -  RL0197
 RL0197  STATE/COUNTY-  MI/DICKINSON
 RL0197  USGS QUAD   -  SAGOLA (1955)
 RL0197
 RL0197                         *CURRENT SURVEY CONTROL
 RL0197  ___________________________________________________________________
 RL0197* NAD 83(1986)-  46 05 51.     (N)    088 04 37.     (W)     SCALED    
 RL0197* NAVD 88     -       427.638  (meters)    1403.01   (feet)  ADJUSTED  
 RL0197  ___________________________________________________________________
 RL0197  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 RL0197  DYNAMIC HT  -         427.634 (meters)    1403.00  (feet)  COMP
 RL0197  MODELED GRAV-     980,592.0   (mgal)                       NAVD 88
 RL0197
 RL0197  VERT ORDER  -  SECOND    CLASS 0
 RL0197
 RL0197.The horizontal coordinates were scaled from a topographic map and have
 RL0197.an estimated accuracy of +/- 6 seconds.
 RL0197
 RL0197.The orthometric height was determined by differential leveling
 RL0197.and adjusted by the National Geodetic Survey in June 1991..
 RL0197
 RL0197.The geoid height was determined by GEOID03.
 RL0197
 RL0197.The dynamic height is computed by dividing the NAVD 88
 RL0197.geopotential number by the normal gravity value computed on the
 RL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0197.degrees latitude (g = 980.6199 gals.).
 RL0197
 RL0197.The modeled gravity was interpolated from observed gravity values.
 RL0197
 RL0197;                    North         East    Units  Estimated Accuracy
 RL0197;SPC MI N     -   146,630.    7,916,730.      MT  (+/- 180 meters Scaled)
 RL0197
 RL0197                          SUPERSEDED SURVEY CONTROL
 RL0197
 RL0197  NGVD 29 (??/??/92)  427.616  (m)         1402.94   (f) ADJ UNCH    2 0
 RL0197
 RL0197.Superseded values are not recommended for survey control.
 RL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0197.See file dsdata.txt to determine how the superseded data were derived.
 RL0197
 RL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS167054(NAD 83)
 RL0197_MARKER: DB = BENCH MARK DISK
 RL0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0197_STAMPING: D 60 1934
 RL0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0197+STABILITY: SURFACE MOTION
 RL0197
 RL0197  HISTORY     - Date     Condition        Report By
 RL0197  HISTORY     - 1934     MONUMENTED       CGS
 RL0197  HISTORY     - 1955     MARK NOT FOUND   NGS
 RL0197
 RL0197                          STATION DESCRIPTION
 RL0197
 RL0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RL0197'0.6 MI N FROM SAGOLA.
 RL0197'0.6 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0197'RAILROAD FROM THE STATION AT SAGOLA, DICKINSON COUNTY, AT MILEAGE
 RL0197'312.2, 19 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 22 FEET
 RL0197'EAST OF A FENCE, AND 4 FEET SOUTH OF A ROW OF POWER-TRANSMISSION
 RL0197'LINE POLES.  A STANDARD DISK, STAMPED D 60 1934 AND SET IN THE
 RL0197'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0648 ***********************************************************************
 NE0648  DESIGNATION -  D 60 USLS
 NE0648  PID         -  NE0648
 NE0648  STATE/COUNTY-  MI/MONROE
 NE0648  USGS QUAD   -  ROCKWOOD (1981)
 NE0648
 NE0648                         *CURRENT SURVEY CONTROL
 NE0648  ___________________________________________________________________
 NE0648* NAD 83(1986)-  42 00 31.     (N)    083 14 28.     (W)     SCALED    
 NE0648* NAVD 88     -       178.361  (meters)     585.17   (feet)  ADJUSTED  
 NE0648  ___________________________________________________________________
 NE0648  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 NE0648  DYNAMIC HT  -         178.299 (meters)     584.97  (feet)  COMP
 NE0648  MODELED GRAV-     980,271.8   (mgal)                       NAVD 88
 NE0648
 NE0648  VERT ORDER  -  FIRST     CLASS 0
 NE0648
 NE0648.The horizontal coordinates were scaled from a topographic map and have
 NE0648.an estimated accuracy of +/- 6 seconds.
 NE0648
 NE0648.The orthometric height was determined by differential leveling
 NE0648.and adjusted by the National Geodetic Survey in June 1991..
 NE0648
 NE0648.The geoid height was determined by GEOID03.
 NE0648
 NE0648.The dynamic height is computed by dividing the NAVD 88
 NE0648.geopotential number by the normal gravity value computed on the
 NE0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0648.degrees latitude (g = 980.6199 gals.).
 NE0648
 NE0648.The modeled gravity was interpolated from observed gravity values.
 NE0648
 NE0648;                    North         East    Units  Estimated Accuracy
 NE0648;SPC MI S     -    57,120.    4,093,240.      MT  (+/- 180 meters Scaled)
 NE0648
 NE0648                          SUPERSEDED SURVEY CONTROL
 NE0648
 NE0648  NGVD 29 (??/??/??)  178.534  (m)          585.74   (f) ADJUSTED    1 0
 NE0648
 NE0648.Superseded values are not recommended for survey control.
 NE0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0648.See file dsdata.txt to determine how the superseded data were derived.
 NE0648
 NE0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG144531(NAD 83)
 NE0648_MARKER: DD = SURVEY DISK
 NE0648_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0648_SP_SET: CONCRETE FOUNDATION
 NE0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0648
 NE0648  HISTORY     - Date     Condition        Report By
 NE0648  HISTORY     - 1932     MONUMENTED       USLS
 NE0648  HISTORY     - 1970     GOOD             USLS
 NE0648  HISTORY     - 1980     GOOD             NGS
 NE0648
 NE0648                          STATION DESCRIPTION
 NE0648
 NE0648'DESCRIBED BY US LAKE SURVEY 1970
 NE0648'IN SOUTH ROCKWOOD.
 NE0648'D 60 IS AT SOUTH ROCKWOOD, MONROE COUNTY, MICHIGAN, APPROXIMATELY
 NE0648'500 FEET SOUTH OF RIVER ROAD, JUST EAST OF THE ROAD TO ESTRAL
 NE0648'BEACH, ON THE SOUTH SIDE OF REAUME ROAD, IN WEST FACE OF TWO-STORY
 NE0648'RED BRICK FARM HOUSE, 3.3 FEET FROM THE NORTHWEST CORNER, 3.0
 NE0648'FEET ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC
 NE0648'SET INTO THE CONCRETE FOUNDATION.  NOTE-- PREV. DESIG. BM D 60
 NE0648'1932.
 NE0648
 NE0648                          STATION RECOVERY (1980)
 NE0648
 NE0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0647 ***********************************************************************
 NE0647  DESIGNATION -  D 61
 NE0647  PID         -  NE0647
 NE0647  STATE/COUNTY-  MI/MONROE
 NE0647  USGS QUAD   -  FLAT ROCK (1973)
 NE0647
 NE0647                         *CURRENT SURVEY CONTROL
 NE0647  ___________________________________________________________________
 NE0647* NAD 83(1986)-  42 00 06.     (N)    083 15 45.     (W)     SCALED    
 NE0647* NAVD 88     -       179.583  (meters)     589.18   (feet)  ADJUSTED  
 NE0647  ___________________________________________________________________
 NE0647  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 NE0647  DYNAMIC HT  -         179.521 (meters)     588.98  (feet)  COMP
 NE0647  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NE0647
 NE0647  VERT ORDER  -  FIRST     CLASS 0
 NE0647
 NE0647.The horizontal coordinates were scaled from a topographic map and have
 NE0647.an estimated accuracy of +/- 6 seconds.
 NE0647
 NE0647.The orthometric height was determined by differential leveling
 NE0647.and adjusted by the National Geodetic Survey in June 1991..
 NE0647
 NE0647.The geoid height was determined by GEOID03.
 NE0647
 NE0647.The dynamic height is computed by dividing the NAVD 88
 NE0647.geopotential number by the normal gravity value computed on the
 NE0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0647.degrees latitude (g = 980.6199 gals.).
 NE0647
 NE0647.The modeled gravity was interpolated from observed gravity values.
 NE0647
 NE0647;                    North         East    Units  Estimated Accuracy
 NE0647;SPC MI S     -    56,330.    4,091,480.      MT  (+/- 180 meters Scaled)
 NE0647
 NE0647                          SUPERSEDED SURVEY CONTROL
 NE0647
 NE0647  NGVD 29 (??/??/92)  179.758  (m)          589.76   (f) ADJ UNCH    1 0
 NE0647
 NE0647.Superseded values are not recommended for survey control.
 NE0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0647.See file dsdata.txt to determine how the superseded data were derived.
 NE0647
 NE0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG126524(NAD 83)
 NE0647_MARKER: DD = SURVEY DISK
 NE0647_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0647_SP_SET: WATER TABLE
 NE0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0647
 NE0647  HISTORY     - Date     Condition        Report By
 NE0647  HISTORY     - UNK      MONUMENTED       USLS
 NE0647  HISTORY     - 1970     GOOD             USLS
 NE0647
 NE0647                          STATION DESCRIPTION
 NE0647
 NE0647'DESCRIBED BY US LAKE SURVEY 1970
 NE0647'IN NEWPORT.
 NE0647'BM D 61 IS IN THE NORTH PART OF NEWPORT, MONROE COUNTY, MICHIGAN,
 NE0647'AT FREYS CORNERS ON THE SOUTH SIDE OF RIVER ROAD JUST EAST OF
 NE0647'ITS JUNCTION WITH DIXIE HIGHWAY (M-56), ON THE EAST FACE OF
 NE0647'TWO-STORY RED-BRICK HOUSE, 2.2 FEET FROM THE NORTHEAST CORNER,
 NE0647'3-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON
 NE0647'BRONZE DISC SET INTO THE WATER TABLE SILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0248 ***********************************************************************
 RK0248  DESIGNATION -  D 61
 RK0248  PID         -  RK0248
 RK0248  STATE/COUNTY-  MI/MARQUETTE
 RK0248  USGS QUAD   -  REPUBLIC (1975)
 RK0248
 RK0248                         *CURRENT SURVEY CONTROL
 RK0248  ___________________________________________________________________
 RK0248* NAD 83(1986)-  46 29 17.     (N)    087 57 20.     (W)     SCALED    
 RK0248* NAVD 88     -       492.696  (meters)    1616.45   (feet)  ADJUSTED  
 RK0248  ___________________________________________________________________
 RK0248  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 RK0248  DYNAMIC HT  -         492.716 (meters)    1616.52  (feet)  COMP
 RK0248  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 RK0248
 RK0248  VERT ORDER  -  SECOND    CLASS 0
 RK0248
 RK0248.The horizontal coordinates were scaled from a topographic map and have
 RK0248.an estimated accuracy of +/- 6 seconds.
 RK0248
 RK0248.The orthometric height was determined by differential leveling
 RK0248.and adjusted by the National Geodetic Survey in June 1991..
 RK0248
 RK0248.The geoid height was determined by GEOID03.
 RK0248
 RK0248.The dynamic height is computed by dividing the NAVD 88
 RK0248.geopotential number by the normal gravity value computed on the
 RK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0248.degrees latitude (g = 980.6199 gals.).
 RK0248
 RK0248.The modeled gravity was interpolated from observed gravity values.
 RK0248
 RK0248;                    North         East    Units  Estimated Accuracy
 RK0248;SPC MI N     -   189,910.    7,926,640.      MT  (+/- 180 meters Scaled)
 RK0248
 RK0248                          SUPERSEDED SURVEY CONTROL
 RK0248
 RK0248  NGVD 29 (??/??/92)  492.628  (m)         1616.23   (f) ADJ UNCH    2 0
 RK0248
 RK0248.Superseded values are not recommended for survey control.
 RK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0248.See file dsdata.txt to determine how the superseded data were derived.
 RK0248
 RK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS266487(NAD 83)
 RK0248_MARKER: DB = BENCH MARK DISK
 RK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0248_STAMPING: D 61 1934
 RK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0248+STABILITY: SURFACE MOTION
 RK0248
 RK0248  HISTORY     - Date     Condition        Report By
 RK0248  HISTORY     - 1934     MONUMENTED       CGS
 RK0248  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0248
 RK0248                          STATION DESCRIPTION
 RK0248
 RK0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0248'2.2 MI S FROM CHAMPION.
 RK0248'2.2 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RK0248'PACIFIC RAILROAD FROM CHAMPION, MARQUETTE COUNTY, 5 RAILS NORTH
 RK0248'OF MILEPOST 344, 5 POLES SOUTH OF A CROSSING ONE MILE SIGN,
 RK0248'AND 50 FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED D 61
 RK0248'1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0248
 RK0248                          STATION RECOVERY (1985)
 RK0248
 RK0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0853 ***********************************************************************
 NE0853  DESIGNATION -  D 61 USLS
 NE0853  PID         -  NE0853
 NE0853  STATE/COUNTY-  MI/MONROE
 NE0853  USGS QUAD   -  FLAT ROCK (1973)
 NE0853
 NE0853                         *CURRENT SURVEY CONTROL
 NE0853  ___________________________________________________________________
 NE0853* NAD 83(1986)-  42 00 06.     (N)    083 15 45.     (W)     SCALED    
 NE0853* NAVD 88     -       179.586  (meters)     589.19   (feet)  ADJUSTED  
 NE0853  ___________________________________________________________________
 NE0853  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 NE0853  DYNAMIC HT  -         179.524 (meters)     588.99  (feet)  COMP
 NE0853  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 NE0853
 NE0853  VERT ORDER  -  FIRST     CLASS II
 NE0853
 NE0853.The horizontal coordinates were scaled from a topographic map and have
 NE0853.an estimated accuracy of +/- 6 seconds.
 NE0853
 NE0853.The orthometric height was determined by differential leveling
 NE0853.and adjusted by the National Geodetic Survey in June 1991..
 NE0853
 NE0853.The geoid height was determined by GEOID03.
 NE0853
 NE0853.The dynamic height is computed by dividing the NAVD 88
 NE0853.geopotential number by the normal gravity value computed on the
 NE0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0853.degrees latitude (g = 980.6199 gals.).
 NE0853
 NE0853.The modeled gravity was interpolated from observed gravity values.
 NE0853
 NE0853;                    North         East    Units  Estimated Accuracy
 NE0853;SPC MI S     -    56,330.    4,091,480.      MT  (+/- 180 meters Scaled)
 NE0853
 NE0853                          SUPERSEDED SURVEY CONTROL
 NE0853
 NE0853  NGVD 29 (??/??/??)  179.758  (m)          589.76   (f) ADJUSTED    1 2
 NE0853
 NE0853.Superseded values are not recommended for survey control.
 NE0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0853.See file dsdata.txt to determine how the superseded data were derived.
 NE0853
 NE0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG126524(NAD 83)
 NE0853_MARKER: DD = SURVEY DISK
 NE0853_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0853_SP_SET: BRICK WALL
 NE0853_STAMPING: D 61 1932 MCK
 NE0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0853+STABILITY: SURFACE MOTION
 NE0853
 NE0853  HISTORY     - Date     Condition        Report By
 NE0853  HISTORY     - 1932     MONUMENTED       USLS
 NE0853  HISTORY     - 1980     GOOD             NGS
 NE0853  HISTORY     - 19920820 GOOD             USPSQD
 NE0853
 NE0853                          STATION DESCRIPTION
 NE0853
 NE0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0853'2.27 KM NE FROM OLDPORT.
 NE0853'2.27 KILOMETERS (1.4 MILES) NORTHEAST ALONG DIXIE HIGHWAY FROM THE
 NE0853'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, TO THE JUNCTION OF WEST
 NE0853'JEFFERSON ROAD AT FRETS CORNER, SET VERTICALLY IN THE WATER TABLE
 NE0853'AT THE NORTHEAST  CORNER AND IN THE EAST FACE OF THE HOUSE, THE
 NE0853'HOUSE IS ON THE SOUTHEAST SIDE OF THE JUNCTION OF WEST JEFFERSON
 NE0853'ROAD AND DIXIE HIGHWAY, 21.5 METERS (70 FEET) SOUTH OF THE CENTER LINE
 NE0853'OF THE ROAD, 4.58 METERS (15 FEET) WEST OF THE CENTER OF A DRIVEWAY
 NE0853'ON EAST SIDE OF HOUSE, 0.64 METER (2.2 FEET) SOUTH OF THE NORTH-
 NE0853'EAST CORNER.
 NE0853'THE MARK IS 1.18 M ABOVE GROUND.
 NE0853
 NE0853                          STATION RECOVERY (1992)
 NE0853
 NE0853'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 NE0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0067 ***********************************************************************
 RL0067  DESIGNATION -  D 62
 RL0067  PID         -  RL0067
 RL0067  STATE/COUNTY-  MI/HOUGHTON
 RL0067  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0067
 RL0067                         *CURRENT SURVEY CONTROL
 RL0067  ___________________________________________________________________
 RL0067* NAD 83(1986)-  46 58 59.     (N)    088 26 19.     (W)     SCALED    
 RL0067* NAVD 88     -       184.292  (meters)     604.63   (feet)  ADJUSTED  
 RL0067  ___________________________________________________________________
 RL0067  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 RL0067  DYNAMIC HT  -         184.304 (meters)     604.67  (feet)  COMP
 RL0067  MODELED GRAV-     980,677.2   (mgal)                       NAVD 88
 RL0067
 RL0067  VERT ORDER  -  FIRST     CLASS II
 RL0067
 RL0067.The horizontal coordinates were scaled from a topographic map and have
 RL0067.an estimated accuracy of +/- 6 seconds.
 RL0067
 RL0067.The orthometric height was determined by differential leveling
 RL0067.and adjusted by the National Geodetic Survey in June 1991..
 RL0067
 RL0067.The geoid height was determined by GEOID03.
 RL0067
 RL0067.The dynamic height is computed by dividing the NAVD 88
 RL0067.geopotential number by the normal gravity value computed on the
 RL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0067.degrees latitude (g = 980.6199 gals.).
 RL0067
 RL0067.The modeled gravity was interpolated from observed gravity values.
 RL0067
 RL0067;                    North         East    Units  Estimated Accuracy
 RL0067;SPC MI N     -   245,490.    7,890,560.      MT  (+/- 180 meters Scaled)
 RL0067
 RL0067                          SUPERSEDED SURVEY CONTROL
 RL0067
 RL0067  NGVD 29 (??/??/92)  184.285  (m)          604.61   (f) ADJ UNCH    1 2
 RL0067
 RL0067.Superseded values are not recommended for survey control.
 RL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0067.See file dsdata.txt to determine how the superseded data were derived.
 RL0067
 RL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT905042(NAD 83)
 RL0067_MARKER: DB = BENCH MARK DISK
 RL0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0067_STAMPING: D 62 1934
 RL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0067+STABILITY: SURFACE MOTION
 RL0067
 RL0067  HISTORY     - Date     Condition        Report By
 RL0067  HISTORY     - 1934     MONUMENTED       CGS
 RL0067  HISTORY     - 1952     MARK NOT FOUND   NGS
 RL0067  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0067
 RL0067                          STATION DESCRIPTION
 RL0067
 RL0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RL0067'AT PORTAGE ENTRY.
 RL0067'AT PORTAGE ENTRY, HOUGHTON COUNTY, ON COUNTY HIGHWAY 536, IN
 RL0067'FRONT OF THE GREEN SHINGLE HOUSE BELONGING TO JOHN KOSKL, 7
 RL0067'FEET EAST OF THE YARD GATE, AND 24 FEET NORTH OF THE CENTERLINE
 RL0067'OF THE HIGHWAY.  A STANDARD DISK, STAMPED D 62 1934 AND SET
 RL0067'IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY TORN OUT BY
 RL0067'ROAD GRADER IN THE WIDENING OF ROAD DITCH.
 RL0067
 RL0067                          STATION RECOVERY (1996)
 RL0067
 RL0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0067'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RL0067'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0876 ***********************************************************************
 MC0876  DESIGNATION -  D 62 USLS
 MC0876  PID         -  MC0876
 MC0876  STATE/COUNTY-  MI/MONROE
 MC0876  USGS QUAD   -  STONY POINT (1978)
 MC0876
 MC0876                         *CURRENT SURVEY CONTROL
 MC0876  ___________________________________________________________________
 MC0876* NAD 83(1986)-  41 59 43.     (N)    083 17 17.     (W)     SCALED    
 MC0876* NAVD 88     -       178.637  (meters)     586.08   (feet)  ADJUSTED  
 MC0876  ___________________________________________________________________
 MC0876  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 MC0876  DYNAMIC HT  -         178.575 (meters)     585.87  (feet)  COMP
 MC0876  MODELED GRAV-     980,270.7   (mgal)                       NAVD 88
 MC0876
 MC0876  VERT ORDER  -  FIRST     CLASS 0
 MC0876
 MC0876.The horizontal coordinates were scaled from a topographic map and have
 MC0876.an estimated accuracy of +/- 6 seconds.
 MC0876
 MC0876.The orthometric height was determined by differential leveling
 MC0876.and adjusted by the National Geodetic Survey in June 1991..
 MC0876.WARNING-Repeat measurements at this control monument indicate possible
 MC0876.vertical movement.
 MC0876
 MC0876.The geoid height was determined by GEOID03.
 MC0876
 MC0876.The dynamic height is computed by dividing the NAVD 88
 MC0876.geopotential number by the normal gravity value computed on the
 MC0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0876.degrees latitude (g = 980.6199 gals.).
 MC0876
 MC0876.The modeled gravity was interpolated from observed gravity values.
 MC0876
 MC0876;                    North         East    Units  Estimated Accuracy
 MC0876;SPC MI S     -    55,590.    4,089,370.      MT  (+/- 180 meters Scaled)
 MC0876
 MC0876                          SUPERSEDED SURVEY CONTROL
 MC0876
 MC0876  NGVD 29 (??/??/92)  178.809  (m)          586.64   (f) ADJ UNCH    1 0
 MC0876
 MC0876.Superseded values are not recommended for survey control.
 MC0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0876.See file dsdata.txt to determine how the superseded data were derived.
 MC0876
 MC0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG104517(NAD 83)
 MC0876_MARKER: DD = SURVEY DISK
 MC0876_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0876_STAMPING: D 62 1932
 MC0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0876+STABILITY: SURFACE MOTION
 MC0876
 MC0876  HISTORY     - Date     Condition        Report By
 MC0876  HISTORY     - 1932     MONUMENTED       USLS
 MC0876  HISTORY     - 1969     GOOD             USLS
 MC0876  HISTORY     - 1987     GOOD             USPSQD
 MC0876  HISTORY     - 19920820 GOOD             USPSQD
 MC0876
 MC0876                          STATION DESCRIPTION
 MC0876
 MC0876'DESCRIBED BY US LAKE SURVEY 1969
 MC0876'IN MONROE.
 MC0876'IS AT NEWPORT, MONROE COUNTY, MICHIGAN, JUST SOUTH OF SWAN CREEK AND
 MC0876'APPROXIMATELY 400 FEET NORTH OF THE DIXIE HIGHWAY (M-56), ON THE EAST
 MC0876'FACE OF THE ST. CHARLES PAROCHIAL SCHOOL, 0.9 FOOT FROM THE SOUTHEAST
 MC0876'CORNER, 3-1/2 FEET ABOVE THE SIDEWALK, BEING HORIZONTAL LINE OF CROSS
 MC0876'ON BRONZE DISC SET INTO THE CONCRETE FOUNDATION.
 MC0876
 MC0876                          STATION RECOVERY (1987)
 MC0876
 MC0876'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0876'RECOVERED IN GOOD CONDITION.
 MC0876
 MC0876                          STATION RECOVERY (1992)
 MC0876
 MC0876'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0282 ***********************************************************************
 RL0282  DESIGNATION -  D 63
 RL0282  PID         -  RL0282
 RL0282  STATE/COUNTY-  MI/IRON
 RL0282  USGS QUAD   -  BEECHWOOD (1981)
 RL0282
 RL0282                         *CURRENT SURVEY CONTROL
 RL0282  ___________________________________________________________________
 RL0282* NAD 83(1986)-  46 13 30.     (N)    088 52 10.     (W)     SCALED    
 RL0282* NAVD 88     -       488.568  (meters)    1602.91   (feet)  ADJUSTED  
 RL0282  ___________________________________________________________________
 RL0282  GEOID HEIGHT-         -31.69  (meters)                     GEOID03
 RL0282  DYNAMIC HT  -         488.575 (meters)    1602.93  (feet)  COMP
 RL0282  MODELED GRAV-     980,613.4   (mgal)                       NAVD 88
 RL0282
 RL0282  VERT ORDER  -  SECOND    CLASS 0
 RL0282
 RL0282.The horizontal coordinates were scaled from a topographic map and have
 RL0282.an estimated accuracy of +/- 6 seconds.
 RL0282
 RL0282.The orthometric height was determined by differential leveling
 RL0282.and adjusted by the National Geodetic Survey in June 1991..
 RL0282
 RL0282.The geoid height was determined by GEOID03.
 RL0282
 RL0282.The dynamic height is computed by dividing the NAVD 88
 RL0282.geopotential number by the normal gravity value computed on the
 RL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0282.degrees latitude (g = 980.6199 gals.).
 RL0282
 RL0282.The modeled gravity was interpolated from observed gravity values.
 RL0282
 RL0282;                    North         East    Units  Estimated Accuracy
 RL0282;SPC MI N     -   161,930.    7,855,800.      MT  (+/- 180 meters Scaled)
 RL0282
 RL0282                          SUPERSEDED SURVEY CONTROL
 RL0282
 RL0282  NGVD 29 (??/??/92)  488.581  (m)         1602.95   (f) ADJ UNCH    2 0
 RL0282
 RL0282.Superseded values are not recommended for survey control.
 RL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0282.See file dsdata.txt to determine how the superseded data were derived.
 RL0282
 RL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS558207(NAD 83)
 RL0282_MARKER: DB = BENCH MARK DISK
 RL0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0282_STAMPING: D 63 1934
 RL0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0282+STABILITY: SURFACE MOTION
 RL0282
 RL0282  HISTORY     - Date     Condition        Report By
 RL0282  HISTORY     - 1934     MONUMENTED       CGS
 RL0282  HISTORY     - 1940     POOR             NGS
 RL0282  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0282  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0282  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0282
 RL0282                          STATION DESCRIPTION
 RL0282
 RL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 RL0282'2.7 MI SE FROM ELMWOOD.
 RL0282'2.7 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0282'FROM ELMWOOD, IRON COUNTY, 13 RAILS WEST OF MILEPOST POWERS
 RL0282'84, 40 FEET EAST OF A WHISTLE POST, AND 12 FEET NORTH OF THE
 RL0282'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 63 1934
 RL0282'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 RL0282'GROUND.  NOTE-- KNOCKED OUT OF POSITION.
 RL0282
 RL0282                          STATION RECOVERY (1978)
 RL0282
 RL0282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0282'MARK NOT FOUND.
 RL0282
 RL0282                          STATION RECOVERY (1997)
 RL0282
 RL0282'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0282'MARK NOT FOUND.
 RL0282
 RL0282                          STATION RECOVERY (2002)
 RL0282
 RL0282'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0875 ***********************************************************************
 MC0875  DESIGNATION -  D 63 USLS
 MC0875  PID         -  MC0875
 MC0875  STATE/COUNTY-  MI/MONROE
 MC0875  USGS QUAD   -  STONY POINT (1978)
 MC0875
 MC0875                         *CURRENT SURVEY CONTROL
 MC0875  ___________________________________________________________________
 MC0875* NAD 83(1986)-  41 58 44.     (N)    083 17 19.     (W)     SCALED    
 MC0875* NAVD 88     -       179.689  (meters)     589.53   (feet)  ADJUSTED  
 MC0875  ___________________________________________________________________
 MC0875  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 MC0875  DYNAMIC HT  -         179.626 (meters)     589.32  (feet)  COMP
 MC0875  MODELED GRAV-     980,268.4   (mgal)                       NAVD 88
 MC0875
 MC0875  VERT ORDER  -  FIRST     CLASS 0
 MC0875
 MC0875.The horizontal coordinates were scaled from a topographic map and have
 MC0875.an estimated accuracy of +/- 6 seconds.
 MC0875
 MC0875.The orthometric height was determined by differential leveling
 MC0875.and adjusted by the National Geodetic Survey in June 1991..
 MC0875
 MC0875.The geoid height was determined by GEOID03.
 MC0875
 MC0875.The dynamic height is computed by dividing the NAVD 88
 MC0875.geopotential number by the normal gravity value computed on the
 MC0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0875.degrees latitude (g = 980.6199 gals.).
 MC0875
 MC0875.The modeled gravity was interpolated from observed gravity values.
 MC0875
 MC0875;                    North         East    Units  Estimated Accuracy
 MC0875;SPC MI S     -    53,770.    4,089,350.      MT  (+/- 180 meters Scaled)
 MC0875
 MC0875                          SUPERSEDED SURVEY CONTROL
 MC0875
 MC0875  NGVD 29 (??/??/92)  179.861  (m)          590.09   (f) ADJ UNCH    1 0
 MC0875
 MC0875.Superseded values are not recommended for survey control.
 MC0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0875.See file dsdata.txt to determine how the superseded data were derived.
 MC0875
 MC0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG103499(NAD 83)
 MC0875_MARKER: DD = SURVEY DISK
 MC0875_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0875_STAMPING: D 63 1932
 MC0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0875+STABILITY: SURFACE MOTION
 MC0875
 MC0875  HISTORY     - Date     Condition        Report By
 MC0875  HISTORY     - 1932     MONUMENTED       USLS
 MC0875  HISTORY     - 1969     GOOD             USLS
 MC0875  HISTORY     - 19920820 GOOD             USPSQD
 MC0875
 MC0875                          STATION DESCRIPTION
 MC0875
 MC0875'DESCRIBED BY US LAKE SURVEY 1969
 MC0875'IN MONROE.
 MC0875'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 1.0 MILE SOUTH OF
 MC0875'NEWPORT, ON THE EAST SIDE OF DIXIE HIGHWAY (M-56), AT THE SOUTHEAST
 MC0875'CORNER OF INTERSECTION WITH POST ROAD, ON THE NORTH FACE OF TWO-STORY
 MC0875'FRAME FARM HOUSE, 12.3 FEET FROM THE NORTHWEST CORNER, 2.0 FEET ABOVE
 MC0875'THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 MC0875'STONE FOUNDATION.
 MC0875
 MC0875                          STATION RECOVERY (1992)
 MC0875
 MC0875'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0008 ***********************************************************************
 QM0008  DESIGNATION -  D 64
 QM0008  PID         -  QM0008
 QM0008  STATE/COUNTY-  MI/DICKINSON
 QM0008  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0008
 QM0008                         *CURRENT SURVEY CONTROL
 QM0008  ___________________________________________________________________
 QM0008* NAD 83(1986)-  45 48 53.     (N)    088 03 55.     (W)     SCALED    
 QM0008* NAVD 88     -       346.534  (meters)    1136.92   (feet)  ADJUSTED  
 QM0008  ___________________________________________________________________
 QM0008  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 QM0008  DYNAMIC HT  -         346.529 (meters)    1136.90  (feet)  COMP
 QM0008  MODELED GRAV-     980,589.6   (mgal)                       NAVD 88
 QM0008
 QM0008  VERT ORDER  -  SECOND    CLASS 0
 QM0008
 QM0008.The horizontal coordinates were scaled from a topographic map and have
 QM0008.an estimated accuracy of +/- 6 seconds.
 QM0008
 QM0008.The orthometric height was determined by differential leveling
 QM0008.and adjusted by the National Geodetic Survey in June 1991..
 QM0008
 QM0008.The geoid height was determined by GEOID03.
 QM0008
 QM0008.The dynamic height is computed by dividing the NAVD 88
 QM0008.geopotential number by the normal gravity value computed on the
 QM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0008.degrees latitude (g = 980.6199 gals.).
 QM0008
 QM0008.The modeled gravity was interpolated from observed gravity values.
 QM0008
 QM0008;                    North         East    Units  Estimated Accuracy
 QM0008;SPC MI N     -   115,190.    7,917,210.      MT  (+/- 180 meters Scaled)
 QM0008
 QM0008                          SUPERSEDED SURVEY CONTROL
 QM0008
 QM0008  NGVD 29 (??/??/92)  346.545  (m)         1136.96   (f) ADJ UNCH    2 0
 QM0008
 QM0008.Superseded values are not recommended for survey control.
 QM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0008.See file dsdata.txt to determine how the superseded data were derived.
 QM0008
 QM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR172740(NAD 83)
 QM0008_MARKER: DB = BENCH MARK DISK
 QM0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0008_SP_SET: BUILDING WALL
 QM0008_STAMPING: D 64 1934
 QM0008_MARK LOGO: CGS   
 QM0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0008+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QM0008
 QM0008  HISTORY     - Date     Condition        Report By
 QM0008  HISTORY     - 1934     MONUMENTED       CGS
 QM0008  HISTORY     - 1960     GOOD             NGS
 QM0008  HISTORY     - 1966     GOOD             NGS
 QM0008  HISTORY     - 19950411 GOOD             MIDT
 QM0008  HISTORY     - 19960906 GOOD             MIDT
 QM0008  HISTORY     - 20011008 GOOD             USPSQD
 QM0008  HISTORY     - 20031022 GOOD             USPSQD
 QM0008  HISTORY     - 20050606 GOOD             USPSQD
 QM0008  HISTORY     - 20060830 GOOD             USPSQD
 QM0008
 QM0008                          STATION DESCRIPTION
 QM0008
 QM0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 QM0008'IN IRON MOUNTAIN.
 QM0008'AT IRON MOUNTAIN, IN THE SOUTH FACE OF THE MONTGOMERY WARD
 QM0008'STORE BUILDING, 4 FEET EAST OF THE SOUTHWEST CORNER, AND 2
 QM0008'FEET ABOVE THE WALK.  A STANDARD DISK, STAMPED D 64 1934 AND
 QM0008'SET VERTICALLY.
 QM0008
 QM0008                          STATION RECOVERY (1966)
 QM0008
 QM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (1995)
 QM0008
 QM0008'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 QM0008'IN IRON MOUNTAIN, ALONG U.S. HIGHWAY 2 (STEPHENSON AVENUE) AT THE
 QM0008'INTERSECTION WITH A-STREET. BUILDING IS NOW CALLED DOWNTOWN PLAZA. TO
 QM0008'REACH FROM THE COURT HOUSE, GO WEST ALONG U.S.  HIGHWAY 2 FOR ONE
 QM0008'BLOCK TO A-STREET AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 QM0008'INTERSECTION.
 QM0008
 QM0008                          STATION RECOVERY (1996)
 QM0008
 QM0008'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QM0008'IN IRON MOUNTIAN, ALONG U.S. HIGHWAY 2 (STEPHENSON AVENUE) AT THE
 QM0008'INTERSECTION WITH A-STREET.  BUILDING IS NOW CALLED DOWNTOWN PLAZA. TO
 QM0008'REACH FROM THE COURT HOUSE, GO WEST ALONG U.S. HIGHWAY 2 FOR ONE BLOCK
 QM0008'TO  A-STREET AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 QM0008'INTERSECTION.
 QM0008
 QM0008                          STATION RECOVERY (2001)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2003)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJR)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2005)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QM0008'RECOVERED IN GOOD CONDITION.
 QM0008
 QM0008                          STATION RECOVERY (2006)
 QM0008
 QM0008'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QM0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0868 ***********************************************************************
 MC0868  DESIGNATION -  D 64 USLS
 MC0868  PID         -  MC0868
 MC0868  STATE/COUNTY-  MI/MONROE
 MC0868  USGS QUAD   -  STONY POINT (1978)
 MC0868
 MC0868                         *CURRENT SURVEY CONTROL
 MC0868  ___________________________________________________________________
 MC0868* NAD 83(1986)-  41 58 01.     (N)    083 17 28.     (W)     SCALED    
 MC0868* NAVD 88     -       180.626  (meters)     592.60   (feet)  ADJUSTED  
 MC0868  ___________________________________________________________________
 MC0868  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC0868  DYNAMIC HT  -         180.562 (meters)     592.39  (feet)  COMP
 MC0868  MODELED GRAV-     980,266.8   (mgal)                       NAVD 88
 MC0868
 MC0868  VERT ORDER  -  FIRST     CLASS 0
 MC0868
 MC0868.The horizontal coordinates were scaled from a topographic map and have
 MC0868.an estimated accuracy of +/- 6 seconds.
 MC0868
 MC0868.The orthometric height was determined by differential leveling
 MC0868.and adjusted by the National Geodetic Survey in June 1991..
 MC0868
 MC0868.The geoid height was determined by GEOID03.
 MC0868
 MC0868.The dynamic height is computed by dividing the NAVD 88
 MC0868.geopotential number by the normal gravity value computed on the
 MC0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0868.degrees latitude (g = 980.6199 gals.).
 MC0868
 MC0868.The modeled gravity was interpolated from observed gravity values.
 MC0868
 MC0868;                    North         East    Units  Estimated Accuracy
 MC0868;SPC MI S     -    52,440.    4,089,160.      MT  (+/- 180 meters Scaled)
 MC0868
 MC0868                          SUPERSEDED SURVEY CONTROL
 MC0868
 MC0868  NGVD 29 (??/??/92)  180.797  (m)          593.16   (f) ADJ UNCH    1 0
 MC0868
 MC0868.Superseded values are not recommended for survey control.
 MC0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0868.See file dsdata.txt to determine how the superseded data were derived.
 MC0868
 MC0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG101486(NAD 83)
 MC0868_MARKER: DD = SURVEY DISK
 MC0868_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 MC0868_STAMPING: D 64 1932
 MC0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0868+STABILITY: SURFACE MOTION
 MC0868
 MC0868  HISTORY     - Date     Condition        Report By
 MC0868  HISTORY     - 1932     MONUMENTED       USLS
 MC0868  HISTORY     - 1969     GOOD             USLS
 MC0868  HISTORY     - 19920820 GOOD             USPSQD
 MC0868
 MC0868                          STATION DESCRIPTION
 MC0868
 MC0868'DESCRIBED BY US LAKE SURVEY 1969
 MC0868'IN MONROE.
 MC0868'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 2.0 MILES SOUTH OF
 MC0868'NEWPORT, ON THE WEST SIDE OF DIXIE HIGHWAY (M-56), ON THE EAST FACE OF
 MC0868'TWO-STORY ASBESTOS SHINGLED FRAME FARM HOUSE NO. 6175, 3.6 FEET FROM
 MC0868'THE NORTHEAST CORNER, 1.0 FOOT ABOVE THE GROUND, BEING HORIZONTAL LINE
 MC0868'OF CROSS ON BRONZE DISC SET INTO THE STONE FOUNDATION.
 MC0868
 MC0868                          STATION RECOVERY (1992)
 MC0868
 MC0868'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0065 ***********************************************************************
 SG0065  DESIGNATION -  D 65
 SG0065  PID         -  SG0065
 SG0065  STATE/COUNTY-  MI/HOUGHTON
 SG0065  USGS QUAD   -  HANCOCK (1975)
 SG0065
 SG0065                         *CURRENT SURVEY CONTROL
 SG0065  ___________________________________________________________________
 SG0065* NAD 83(1986)-  47 07 59.     (N)    088 36 09.     (W)     SCALED    
 SG0065* NAVD 88     -       245.401  (meters)     805.12   (feet)  ADJUSTED  
 SG0065  ___________________________________________________________________
 SG0065  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 SG0065  DYNAMIC HT  -         245.440 (meters)     805.25  (feet)  COMP
 SG0065  MODELED GRAV-     980,764.3   (mgal)                       NAVD 88
 SG0065
 SG0065  VERT ORDER  -  FIRST     CLASS II
 SG0065
 SG0065.The horizontal coordinates were scaled from a topographic map and have
 SG0065.an estimated accuracy of +/- 6 seconds.
 SG0065
 SG0065.The orthometric height was determined by differential leveling
 SG0065.and adjusted by the National Geodetic Survey in June 1991..
 SG0065
 SG0065.The geoid height was determined by GEOID03.
 SG0065
 SG0065.The dynamic height is computed by dividing the NAVD 88
 SG0065.geopotential number by the normal gravity value computed on the
 SG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0065.degrees latitude (g = 980.6199 gals.).
 SG0065
 SG0065.The modeled gravity was interpolated from observed gravity values.
 SG0065
 SG0065;                    North         East    Units  Estimated Accuracy
 SG0065;SPC MI N     -   262,400.    7,878,430.      MT  (+/- 180 meters Scaled)
 SG0065
 SG0065                          SUPERSEDED SURVEY CONTROL
 SG0065
 SG0065  NGVD 29 (??/??/92)  245.413  (m)          805.16   (f) ADJ UNCH    1 2
 SG0065
 SG0065.Superseded values are not recommended for survey control.
 SG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0065.See file dsdata.txt to determine how the superseded data were derived.
 SG0065
 SG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT784211(NAD 83)
 SG0065_MARKER: DB = BENCH MARK DISK
 SG0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0065_STAMPING: D 65 1934
 SG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0065+STABILITY: SURFACE MOTION
 SG0065
 SG0065  HISTORY     - Date     Condition        Report By
 SG0065  HISTORY     - 1934     MONUMENTED       CGS
 SG0065  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0065
 SG0065                          STATION DESCRIPTION
 SG0065
 SG0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0065'AT HANCOCK.
 SG0065'AT HANCOCK, HOUGHTON COUNTY, ON THE MINERAL RANGE RAILROAD, 2 RAILS
 SG0065'SOUTH OF MILEPOST 2, 35 FEET NORTH OF A STREET CROSSING, AND 25
 SG0065'FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED D 65 1934 AND
 SG0065'SET IN THE TOP OF A CONCRETE POST.
 SG0065
 SG0065                          STATION RECOVERY (1996)
 SG0065
 SG0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0065'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0350 ***********************************************************************
 MC0350  DESIGNATION -  D 65 USLS
 MC0350  PID         -  MC0350
 MC0350  STATE/COUNTY-  MI/MONROE
 MC0350  USGS QUAD   -  STONY POINT (1978)
 MC0350
 MC0350                         *CURRENT SURVEY CONTROL
 MC0350  ___________________________________________________________________
 MC0350* NAD 83(1986)-  41 57 02.     (N)    083 18 15.     (W)     SCALED    
 MC0350* NAVD 88     -       180.362  (meters)     591.74   (feet)  ADJUSTED  
 MC0350  ___________________________________________________________________
 MC0350  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0350  DYNAMIC HT  -         180.298 (meters)     591.53  (feet)  COMP
 MC0350  MODELED GRAV-     980,264.7   (mgal)                       NAVD 88
 MC0350
 MC0350  VERT ORDER  -  FIRST     CLASS I
 MC0350
 MC0350.The horizontal coordinates were scaled from a topographic map and have
 MC0350.an estimated accuracy of +/- 6 seconds.
 MC0350
 MC0350.The orthometric height was determined by differential leveling
 MC0350.and adjusted by the National Geodetic Survey in June 1991..
 MC0350
 MC0350.The geoid height was determined by GEOID03.
 MC0350
 MC0350.The dynamic height is computed by dividing the NAVD 88
 MC0350.geopotential number by the normal gravity value computed on the
 MC0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0350.degrees latitude (g = 980.6199 gals.).
 MC0350
 MC0350.The modeled gravity was interpolated from observed gravity values.
 MC0350
 MC0350;                    North         East    Units  Estimated Accuracy
 MC0350;SPC MI S     -    50,600.    4,088,100.      MT  (+/- 180 meters Scaled)
 MC0350
 MC0350                          SUPERSEDED SURVEY CONTROL
 MC0350
 MC0350  NGVD 29 (??/??/92)  180.528  (m)          592.28   (f) ADJ UNCH    1 1
 MC0350
 MC0350.Superseded values are not recommended for survey control.
 MC0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0350.See file dsdata.txt to determine how the superseded data were derived.
 MC0350
 MC0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG090468(NAD 83)
 MC0350_MARKER: DD = SURVEY DISK
 MC0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0350_SP_SET: BUILDING FOUNDATION
 MC0350_STAMPING: D 65 1932 MCK
 MC0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0350
 MC0350  HISTORY     - Date     Condition        Report By
 MC0350  HISTORY     - 1932     MONUMENTED       USLS
 MC0350  HISTORY     - 1968     GOOD             NGS
 MC0350  HISTORY     - 1969     GOOD             USLS
 MC0350  HISTORY     - 1980     GOOD             NGS
 MC0350  HISTORY     - 19920820 GOOD             USPSQD
 MC0350
 MC0350                          STATION DESCRIPTION
 MC0350
 MC0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0350'4.7 MI NE FROM MONROE.
 MC0350'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0350'RAILROAD FROM THE BRIDGE OVER THE BASIN RIVER AT MONROE, THENCE
 MC0350'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 50, ABOUT 120 YARDS SOUTH
 MC0350'OF THE JUNCTION OF WILLIAMS ROAD, SET VERTICALLY IN THE NORTH
 MC0350'FACE OF THE STONE FOUNDATION OF A LARGE TWO-STORIED FRAME HOUSE
 MC0350'WITH METAL SIDING AT 5046 WILLIAMS ROAD, 17 1/2 FEET EAST OF THE
 MC0350'NORTHWEST CORNER OF THE HOUSE AND 1 1/2 FEET ABOVE THE LEVEL OF
 MC0350'THE GROUND.
 MC0350
 MC0350                          STATION RECOVERY (1969)
 MC0350
 MC0350'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0350'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 3.5 MILES SOUTH OF
 MC0350'NEWPORT, AT BREST, MICHIGAN, APPROXIMATELY 1/4 MILE SOUTH OF ROAD TO
 MC0350'STONY POINT, 325 FEET EAST OF DIXIE HIGHWAY (M-56), ON THE NORTH SIDE
 MC0350'OF WILLIAMS STREET, ON THE WEST FACE OF LARGE TWO-STORY FRAME HOUSE,
 MC0350'17.5 FEET FROM THE SOUTHWEST CORNER, 1-1/2 FEET ABOVE THE GROUND,
 MC0350'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE STONE
 MC0350'FOUNDATION.
 MC0350
 MC0350                          STATION RECOVERY (1980)
 MC0350
 MC0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0350'RECOVERED IN GOOD CONDITION.
 MC0350
 MC0350                          STATION RECOVERY (1992)
 MC0350
 MC0350'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0037 ***********************************************************************
 SG0037  DESIGNATION -  D 66
 SG0037  PID         -  SG0037
 SG0037  STATE/COUNTY-  MI/KEWEENAW
 SG0037  USGS QUAD   -  DELAWARE (1997)
 SG0037
 SG0037                         *CURRENT SURVEY CONTROL
 SG0037  ___________________________________________________________________
 SG0037* NAD 83(1986)-  47 25 48.     (N)    088 02 13.     (W)     SCALED    
 SG0037* NAVD 88     -       325.176  (meters)    1066.85   (feet)  ADJUSTED  
 SG0037  ___________________________________________________________________
 SG0037  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 SG0037  DYNAMIC HT  -         325.231 (meters)    1067.03  (feet)  COMP
 SG0037  MODELED GRAV-     980,773.0   (mgal)                       NAVD 88
 SG0037
 SG0037  VERT ORDER  -  FIRST     CLASS II
 SG0037
 SG0037.The horizontal coordinates were scaled from a topographic map and have
 SG0037.an estimated accuracy of +/- 6 seconds.
 SG0037
 SG0037.The orthometric height was determined by differential leveling
 SG0037.and adjusted by the National Geodetic Survey in June 1991..
 SG0037
 SG0037.The geoid height was determined by GEOID03.
 SG0037
 SG0037.The dynamic height is computed by dividing the NAVD 88
 SG0037.geopotential number by the normal gravity value computed on the
 SG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0037.degrees latitude (g = 980.6199 gals.).
 SG0037
 SG0037.The modeled gravity was interpolated from observed gravity values.
 SG0037
 SG0037;                    North         East    Units  Estimated Accuracy
 SG0037;SPC MI N     -   294,700.    7,921,760.      MT  (+/- 180 meters Scaled)
 SG0037
 SG0037                          SUPERSEDED SURVEY CONTROL
 SG0037
 SG0037  NGVD 29 (??/??/92)  325.178  (m)         1066.85   (f) ADJ UNCH    1 2
 SG0037
 SG0037.Superseded values are not recommended for survey control.
 SG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0037.See file dsdata.txt to determine how the superseded data were derived.
 SG0037
 SG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT218534(NAD 83)
 SG0037_MARKER: DB = BENCH MARK DISK
 SG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0037_STAMPING: D 66 1934
 SG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0037+STABILITY: SURFACE MOTION
 SG0037
 SG0037  HISTORY     - Date     Condition        Report By
 SG0037  HISTORY     - 1934     MONUMENTED       CGS
 SG0037  HISTORY     - 19960717 MARK NOT FOUND   NGS
 SG0037
 SG0037                          STATION DESCRIPTION
 SG0037
 SG0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0037'19 MI N FROM MOHAWK.
 SG0037'ABOUT 19 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0037'COUNTY, ABOUT 8 MILES WEST OF COPPER HARBOR, NEAR A FERN SWAMP
 SG0037'NORTH OF THE HIGHWAY AND A GRASSY SWAMP SOUTH OF THE HIGHWAY, ON
 SG0037'THE OUTSIDE OF A CURVE, 12 FEET FROM A PERMANENT SLOW SIGN,
 SG0037'AND 45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 SG0037'DISK, STAMPED D 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0037
 SG0037                          STATION RECOVERY (1996)
 SG0037
 SG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0037'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 SG0037'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0348 ***********************************************************************
 MC0348  DESIGNATION -  D 66 USLS
 MC0348  PID         -  MC0348
 MC0348  STATE/COUNTY-  MI/MONROE
 MC0348  USGS QUAD   -  STONY POINT (1978)
 MC0348
 MC0348                         *CURRENT SURVEY CONTROL
 MC0348  ___________________________________________________________________
 MC0348* NAD 83(1986)-  41 56 38.     (N)    083 19 00.     (W)     SCALED    
 MC0348* NAVD 88     -       179.924  (meters)     590.30   (feet)  ADJUSTED  
 MC0348  ___________________________________________________________________
 MC0348  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0348  DYNAMIC HT  -         179.860 (meters)     590.09  (feet)  COMP
 MC0348  MODELED GRAV-     980,263.9   (mgal)                       NAVD 88
 MC0348
 MC0348  VERT ORDER  -  FIRST     CLASS I
 MC0348
 MC0348.The horizontal coordinates were scaled from a topographic map and have
 MC0348.an estimated accuracy of +/- 6 seconds.
 MC0348
 MC0348.The orthometric height was determined by differential leveling
 MC0348.and adjusted by the National Geodetic Survey in June 1991..
 MC0348.WARNING-Repeat measurements at this control monument indicate possible
 MC0348.vertical movement.
 MC0348
 MC0348.The geoid height was determined by GEOID03.
 MC0348
 MC0348.The dynamic height is computed by dividing the NAVD 88
 MC0348.geopotential number by the normal gravity value computed on the
 MC0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0348.degrees latitude (g = 980.6199 gals.).
 MC0348
 MC0348.The modeled gravity was interpolated from observed gravity values.
 MC0348
 MC0348;                    North         East    Units  Estimated Accuracy
 MC0348;SPC MI S     -    49,850.    4,087,070.      MT  (+/- 180 meters Scaled)
 MC0348
 MC0348                          SUPERSEDED SURVEY CONTROL
 MC0348
 MC0348  NGVD 29 (??/??/92)  180.092  (m)          590.85   (f) ADJ UNCH    1 1
 MC0348
 MC0348.Superseded values are not recommended for survey control.
 MC0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0348.See file dsdata.txt to determine how the superseded data were derived.
 MC0348
 MC0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079461(NAD 83)
 MC0348_MARKER: DD = SURVEY DISK
 MC0348_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0348_SP_SET: BUILDING FOUNDATION
 MC0348_STAMPING: D 66 1932
 MC0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0348
 MC0348  HISTORY     - Date     Condition        Report By
 MC0348  HISTORY     - 1932     MONUMENTED       USLS
 MC0348  HISTORY     - 1968     GOOD             NGS
 MC0348  HISTORY     - 1969     GOOD             USLS
 MC0348  HISTORY     - 1980     GOOD             NGS
 MC0348  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0348  HISTORY     - 19920820 GOOD             USPSQD
 MC0348
 MC0348                          STATION DESCRIPTION
 MC0348
 MC0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0348'3.9 MI NE FROM MONROE.
 MC0348'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0348'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE
 MC0348'3.0 MILES NORTHEAST ALONG STATE HIGHWAY 50, AT WOODLAND BEACH,
 MC0348'SET VERTICALLY IN THE NORTHEAST CONCRETE BLOCK FOUNDATION OF A
 MC0348'RESIDENCE AT HOUSE NUMBER 3376, 78 FEET SOUTHEAST OF THE CENTER
 MC0348'LINE OF THE HIGHWAY, 0.6 FOOT SOUTHEAST OF THE NORTH CORNER OF
 MC0348'THE HOUSE AND 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 MC0348
 MC0348                          STATION RECOVERY (1969)
 MC0348
 MC0348'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0348'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 4.0 MILES NORTH OF THE
 MC0348'RIVER RAISIN, ON THE EAST SIDE OF THE DIXIE HIGHWAY (M-56), AT
 MC0348'WOODLAND BEACH, ON THE NORTH FACE OF TWO-STORY WHITE FRAME HOUSE NO.
 MC0348'3376, 0.5 FOOT FROM THE NORTHWEST CORNER, 2 FEET ABOVE THE GROUND,
 MC0348'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE
 MC0348'BLOCK FOUNDATION.
 MC0348
 MC0348                          STATION RECOVERY (1980)
 MC0348
 MC0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0348'RECOVERED IN GOOD CONDITION.
 MC0348
 MC0348                          STATION RECOVERY (1983)
 MC0348
 MC0348'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0348'MARK NOT FOUND.
 MC0348
 MC0348                          STATION RECOVERY (1992)
 MC0348
 MC0348'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0346 ***********************************************************************
 MC0346  DESIGNATION -  D 67 USLS
 MC0346  PID         -  MC0346
 MC0346  STATE/COUNTY-  MI/MONROE
 MC0346  USGS QUAD   -  STONY POINT (1978)
 MC0346
 MC0346                         *CURRENT SURVEY CONTROL
 MC0346  ___________________________________________________________________
 MC0346* NAD 83(1986)-  41 55 58.     (N)    083 20 16.     (W)     SCALED    
 MC0346* NAVD 88     -       179.619  (meters)     589.30   (feet)  ADJUSTED  
 MC0346  ___________________________________________________________________
 MC0346  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0346  DYNAMIC HT  -         179.554 (meters)     589.09  (feet)  COMP
 MC0346  MODELED GRAV-     980,262.4   (mgal)                       NAVD 88
 MC0346
 MC0346  VERT ORDER  -  FIRST     CLASS I
 MC0346
 MC0346.The horizontal coordinates were scaled from a topographic map and have
 MC0346.an estimated accuracy of +/- 6 seconds.
 MC0346
 MC0346.The orthometric height was determined by differential leveling
 MC0346.and adjusted by the National Geodetic Survey in June 1991..
 MC0346
 MC0346.The geoid height was determined by GEOID03.
 MC0346
 MC0346.The dynamic height is computed by dividing the NAVD 88
 MC0346.geopotential number by the normal gravity value computed on the
 MC0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0346.degrees latitude (g = 980.6199 gals.).
 MC0346
 MC0346.The modeled gravity was interpolated from observed gravity values.
 MC0346
 MC0346;                    North         East    Units  Estimated Accuracy
 MC0346;SPC MI S     -    48,600.    4,085,340.      MT  (+/- 180 meters Scaled)
 MC0346
 MC0346                          SUPERSEDED SURVEY CONTROL
 MC0346
 MC0346  NGVD 29 (??/??/92)  179.789  (m)          589.86   (f) ADJ UNCH    1 1
 MC0346
 MC0346.Superseded values are not recommended for survey control.
 MC0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0346.See file dsdata.txt to determine how the superseded data were derived.
 MC0346
 MC0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG061449(NAD 83)
 MC0346_MARKER: DD = SURVEY DISK
 MC0346_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0346_SP_SET: BUILDING FOUNDATION
 MC0346_STAMPING: D 67 1932
 MC0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0346
 MC0346  HISTORY     - Date     Condition        Report By
 MC0346  HISTORY     - 1932     MONUMENTED       USLS
 MC0346  HISTORY     - 1968     GOOD             NGS
 MC0346  HISTORY     - 1969     GOOD             USLS
 MC0346  HISTORY     - 1980     GOOD             NGS
 MC0346  HISTORY     - 1983     GOOD             LOCSUR
 MC0346  HISTORY     - 19920820 POOR             USPSQD
 MC0346
 MC0346                          STATION DESCRIPTION
 MC0346
 MC0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0346'2.6 MI NE FROM MONROE.
 MC0346'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0346'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE
 MC0346'1.75 MILES NORTHEAST ALONG STATE HIGHWAY 50, SET VERTICALLY IN
 MC0346'THE EAST FACE OF THE STONE FOUNDATION TO A RESIDENCE AT HOUSE
 MC0346'NUMBER 2302, (SIDE OF BUILDING IS COVERED WITH IMITATION BRICK
 MC0346'SIDING), 76.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2.3
 MC0346'FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND 1 FOOT
 MC0346'ABOVE THE LEVEL OF THE GROUND.
 MC0346
 MC0346                          STATION RECOVERY (1969)
 MC0346
 MC0346'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0346'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 3.0 MILES NORTH OF THE
 MC0346'RIVER RAISIN, JUST SOUTH OF DETROIT BEACH, ON THE EAST SIDE OF THE
 MC0346'DIXIE HIGHWAY (M-56), ON THE NORTH FACE OF TWO-STORY FARM HOUSE NO.
 MC0346'2302 WHICH IS COVERED WITH RED BRICK COMPOSITION SIDING, 2.3 FEET FROM
 MC0346'THE NORTHWEST CORNER, 1 FOOT ABOVE THE GROUND, BEING HORIZONTAL LINE
 MC0346'OF CROSS ON BRONZE DISC SET INTO THE STONE FOUNDATION.
 MC0346
 MC0346                          STATION RECOVERY (1980)
 MC0346
 MC0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0346'RECOVERED IN GOOD CONDITION.
 MC0346
 MC0346                          STATION RECOVERY (1983)
 MC0346
 MC0346'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0346'ADD: IMITATION BRICK SIDING-SHOULD READ WHITE ALUM SIDING NOW.
 MC0346
 MC0346                          STATION RECOVERY (1992)
 MC0346
 MC0346'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0346'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1364 ***********************************************************************
 NE1364  DESIGNATION -  D 69
 NE1364  PID         -  NE1364
 NE1364  STATE/COUNTY-  MI/WAYNE
 NE1364  USGS QUAD   -  DEARBORN (1983)
 NE1364
 NE1364                         *CURRENT SURVEY CONTROL
 NE1364  ___________________________________________________________________
 NE1364* NAD 83(1994)-  42 21 22.50683(N)    083 14 50.22070(W)     ADJUSTED  
 NE1364* NAVD 88     -       188.     (meters)     617.     (feet)  SCALED    
 NE1364  ___________________________________________________________________
 NE1364  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 NE1364  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 NE1364
 NE1364  HORZ ORDER  -  SECOND
 NE1364
 NE1364.The horizontal coordinates were established by classical geodetic methods
 NE1364.and adjusted by the National Geodetic Survey in February 1997..
 NE1364
 NE1364.The orthometric height was scaled from a topographic map.
 NE1364
 NE1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1364
 NE1364.The geoid height was determined by GEOID03.
 NE1364
 NE1364;                    North         East     Units Scale Factor Converg.
 NE1364;SPC MI S     -    95,723.707 4,092,215.254   MT  0.99994918   +0 45 42.4
 NE1364;SPC MI S     -   314,054.16 13,425,903.06   iFT  0.99994918   +0 45 42.4
 NE1364;UTM  17      - 4,691,777.758   314,922.576   MT  1.00002147   -1 30 52.2
 NE1364
 NE1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1364!SPC MI S     -   0.99997591  x   0.99994918  =   0.99992509
 NE1364!UTM  17      -   0.99997591  x   1.00002147  =   0.99999738
 NE1364
 NE1364:                Primary Azimuth Mark                     Grid Az
 NE1364:SPC MI S     -  DETROIT RADIO STA WTET FM MAST           007 30 46.0
 NE1364:UTM  17      -  DETROIT RADIO STA WTET FM MAST           009 47 20.6
 NE1364
 NE1364|---------------------------------------------------------------------|
 NE1364| PID    Reference Object                     Distance      Geod. Az  |
 NE1364|                                                           dddmmss.s |
 NE1364| NE1374 DETROIT RADIO STA WTET FM MAST      APPROX. 2.4 KM 0081628.4 |
 NE1364| NE1358 DETROIT RADIO STA WXYZ E MAST       APPROX. 4.0 KM 0845607.6 |
 NE1364| CH0955 D 69 RM 1                            24.790 METERS 22822     |
 NE1364| CH0954 D 69 AZ MK                                         2815809.1 |
 NE1364| CH0956 D 69 RM 2                            24.067 METERS 34110     |
 NE1364|---------------------------------------------------------------------|
 NE1364
 NE1364                          SUPERSEDED SURVEY CONTROL
 NE1364
 NE1364  NAD 83(1986)-  42 21 22.51363(N)    083 14 50.24958(W) AD(       ) 2
 NE1364  NAD 27      -  42 21 22.38370(N)    083 14 50.50610(W) AD(       ) 2
 NE1364
 NE1364.Superseded values are not recommended for survey control.
 NE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1364.See file dsdata.txt to determine how the superseded data were derived.
 NE1364
 NE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1492391778(NAD 83)
 NE1364_MARKER: DB = BENCH MARK DISK
 NE1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1364_SP_SET: CONCRETE POST
 NE1364_STAMPING: D 69 1957
 NE1364_MARK LOGO: CGS   
 NE1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1364+STABILITY: SURFACE MOTION
 NE1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1364+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 NE1364
 NE1364  HISTORY     - Date     Condition        Report By
 NE1364  HISTORY     - 1957     MONUMENTED       CGS
 NE1364  HISTORY     - 1957     GOOD             CGS
 NE1364  HISTORY     - 1980     GOOD             MIDH
 NE1364  HISTORY     - 19921112 GOOD             LOCENG
 NE1364  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 NE1364
 NE1364                          STATION DESCRIPTION
 NE1364
 NE1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1364'THE STATION IS ABOUT 9-1/2 MILES WEST OF THE CENTER OF DOWNTOWN
 NE1364'DETROIT, 3-1/2 MILES NORTH
 NE1364'OF DEARBORN NEAR THE INTERSECTION OF JOY ROAD AND TRINITY STREET IN
 NE1364'THE EAST CENTRAL PART OF ROUGE
 NE1364'PARK AND IS
 NE1364'ON U.S. GOVERNMENT OWNED PROPERTY.  IT IS
 NE1364'103 FEET WEST OF THE CENTERLINE OF TRINITY STREET,
 NE1364'95 FEET SOUTH
 NE1364'OF A CYCLONE FENCE CORNER, 50 FEET EAST OF THE CENTERLINE OF A
 NE1364'GRAVELED DRIVEWAY AND 12 FEET WEST
 NE1364'OF THE CYCLONE FENCE AND WHITE WITNESS POST.  THE MONUMENT
 NE1364'IS FLUSH AND THE DISK IS STAMPED D 69.
 NE1364'
 NE1364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 (TELEGRAPH
 NE1364'ROAD) AND STATE HIGHWAY 153
 NE1364'(FORD ROAD) IN THE WEST EDGE OF DETROIT, GO NORTH ON HIGHWAY 24, FOR
 NE1364'2.0 MILES TO THE INTERSECTION OF JOY
 NE1364'ROAD.  TURN RIGHT AND GO EAST ON JOY ROAD FOR 1.05
 NE1364'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST
 NE1364'ON JOY ROAD FOR 0.3 MILE TO A
 NE1364'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO SOUTH FOR ABOUT 100 FEET TO
 NE1364'A LARGE CYCLONE FENCE GATE.  PASS
 NE1364'THROUGH GATE AND CONTINUE SOUTH ON DRIVEWAY TO A CIRCULAR DRIVEWAY.
 NE1364'TURN LEFT AND GO SOUTHEAST ON
 NE1364'DRIVEWAY FOR 0.05 MILE TO THE STATION ON THE LEFT.
 NE1364'
 NE1364'REFERENCE MARK 1 IS 73 FEET WEST OF THE CYCLONE FENCE,
 NE1364'12 FEET EAST OF
 NE1364'THE CENTERLINE OF THE DRIVEWAY.
 NE1364'THE MONUMENT IS FLUSH AND THE DISK
 NE1364'IS STAMPED D 69 NO 1 1957.
 NE1364'
 NE1364'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE CYCLONE FENCE CORNER, 32
 NE1364'FEET SOUTH OF THE CYCLONE
 NE1364'FENCE.  THE
 NE1364'MONUMENT IS FLUSH AND THE DISK IS
 NE1364'STAMPED D 69 NO 2 1957.
 NE1364'
 NE1364'THE AZIMUTH MARK IS 48 FEET SOUTH OF THE CENTERLINE OF JOY ROAD, 17
 NE1364'FEET SOUTHWEST OF A FIRE
 NE1364'HYDRANT AND 7 FEET EAST OF AN 8 INCH ELM TREE.  THE MONUMENT IS FLUSH
 NE1364'AND THE DISK IS STAMPED D 69
 NE1364'1957.
 NE1364'
 NE1364'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 NE1364
 NE1364                          STATION RECOVERY (1957)
 NE1364
 NE1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1364'RECOVERED IN GOOD CONDITION.
 NE1364
 NE1364                          STATION RECOVERY (1980)
 NE1364
 NE1364'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1364'STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THEY ARE
 NE1364'INTERVISABLE.
 NE1364
 NE1364                          STATION RECOVERY (1992)
 NE1364
 NE1364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE1364'STATION IS LOCATED IN QUAD.  420832.  IN THE SOUTHWEST PART OF
 NE1364'DETROIT, IN THE ROUGE PARK NEAR THE INTERSECTION OF JOY ROAD AND
 NE1364'TRINITY STREET AND IS LOCATED ON THE DEARBORN QUADRANGLE MAP.  TO
 NE1364'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 (TELEGRAPH
 NE1364'ROAD) AND STATE HIGHWAY 153 (FORD ROAD), GO NORTH ON U.S. HIGHWAY 24
 NE1364'FOR 2.O MI TO THE INTERSECTION OF JOY ROAD.  TURN RIGHT AND GO EAST
 NE1364'ON JOY ROAD FOR 1.35 MI (2.17 KM) TO TRINITY STREET, TURN RIGHT AND
 NE1364'GO SOUTH ON TRINITY STREET FOR 0.06 MI (0.10 KM) TO THE STATION ON
 NE1364'THE RIGHT, 400 FT (121.9 M) SOUTH OF THE CENTERLINE OF JOY ROAD, AND
 NE1364'103 FT (31.4 M) WEST OF THE CENTERLINE OF TRINITY STREET, AND 272 FT
 NE1364'(82.9 M) NORTH OF THE FENCE AT THE WALDO E. LESSENGER JR.  HIGH
 NE1364'SCHOOL AND THE CENTERLINE OF A STREET TO THE EAST.  OPPOSITE HOUSE
 NE1364'NUMBER 8642 TRINITY.  DESCRIBED BY K. S. WILKERSON, P.S. AND P.E.,
 NE1364'O.H.M.
 NE1364
 NE1364                          STATION RECOVERY (1999)
 NE1364
 NE1364'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0341 ***********************************************************************
 MC0341  DESIGNATION -  D 69 USLS
 MC0341  PID         -  MC0341
 MC0341  STATE/COUNTY-  MI/MONROE
 MC0341  USGS QUAD   -  STONY POINT (1978)
 MC0341
 MC0341                         *CURRENT SURVEY CONTROL
 MC0341  ___________________________________________________________________
 MC0341* NAD 83(1986)-  41 55 38.     (N)    083 21 20.     (W)     SCALED    
 MC0341* NAVD 88     -       181.152  (meters)     594.33   (feet)  ADJUSTED  
 MC0341  ___________________________________________________________________
 MC0341  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0341  DYNAMIC HT  -         181.087 (meters)     594.12  (feet)  COMP
 MC0341  MODELED GRAV-     980,261.6   (mgal)                       NAVD 88
 MC0341
 MC0341  VERT ORDER  -  FIRST     CLASS 0
 MC0341
 MC0341.The horizontal coordinates were scaled from a topographic map and have
 MC0341.an estimated accuracy of +/- 6 seconds.
 MC0341
 MC0341.The orthometric height was determined by differential leveling
 MC0341.and adjusted by the National Geodetic Survey in June 1991..
 MC0341
 MC0341.The geoid height was determined by GEOID03.
 MC0341
 MC0341.The dynamic height is computed by dividing the NAVD 88
 MC0341.geopotential number by the normal gravity value computed on the
 MC0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0341.degrees latitude (g = 980.6199 gals.).
 MC0341
 MC0341.The modeled gravity was interpolated from observed gravity values.
 MC0341
 MC0341;                    North         East    Units  Estimated Accuracy
 MC0341;SPC MI S     -    47,960.    4,083,870.      MT  (+/- 180 meters Scaled)
 MC0341
 MC0341                          SUPERSEDED SURVEY CONTROL
 MC0341
 MC0341  NGVD 29 (??/??/92)  181.322  (m)          594.89   (f) ADJ UNCH    1 0
 MC0341
 MC0341.Superseded values are not recommended for survey control.
 MC0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0341.See file dsdata.txt to determine how the superseded data were derived.
 MC0341
 MC0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG046443(NAD 83)
 MC0341_MARKER: DD = SURVEY DISK
 MC0341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0341_SP_SET: BUILDING
 MC0341_STAMPING: D 69 1932 MCK
 MC0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0341
 MC0341  HISTORY     - Date     Condition        Report By
 MC0341  HISTORY     - 1932     MONUMENTED       USLS
 MC0341  HISTORY     - 1968     GOOD             NGS
 MC0341  HISTORY     - 1969     GOOD             USLS
 MC0341  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0341  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0341
 MC0341                          STATION DESCRIPTION
 MC0341
 MC0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0341'1.7 MI NE FROM MONROE.
 MC0341'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO RAILROAD
 MC0341'FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE 0.8 MILE
 MC0341'NORTHEAST ALONG STATE HIGHWAY 50, ABOUT 0.2 MILE EAST OF THE EAST
 MC0341'END OF THE INTERSTATE HIGHWAY 75 OVERPASS, SET VERTICALLY IN THE
 MC0341'EAST FACE AND NEAR THE NORTHEAST CORNER OF A LARGE TWO-STORIED
 MC0341'BRICK HOME, 136 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.6
 MC0341'FEET SOUTH OF THE NORTHEAST CORNER OF THE HOUSE AND 2.4 FEET
 MC0341'ABOVE THE LEVEL OF THE GROUND.
 MC0341
 MC0341                          STATION RECOVERY (1969)
 MC0341
 MC0341'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0341'IS IN MONROE COUNTY, MICHIGAN, APPROXIMATELY 2.0 MILES NORTH OF THE
 MC0341'RIVER RAISIN, ON THE EAST SIDE OF DIXIE HIGHWAY (M-56), ON EAST FACE
 MC0341'OF YELLOW BRICK FARM HOUSE NO. 1494, 4.6 FEET FROM THE NORTHEAST
 MC0341'CORNER, BETWEEN THE ELEVENTH AND TWELFTH COURSES OF BRICK ABOVE WATER
 MC0341'TABLE, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 MC0341'WALL.
 MC0341
 MC0341                          STATION RECOVERY (1980)
 MC0341
 MC0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0341'NOT RECOVERED, CONSIDERED DESTROYED, THE TWO STORY HOUSE HAS BEEN
 MC0341'TORN DOWN AND IS NOW A PARKING LOT FOR GOLF COURSE.
 MC0341
 MC0341                          STATION RECOVERY (1983)
 MC0341
 MC0341'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0628 ***********************************************************************
 NE0628  DESIGNATION -  D 7
 NE0628  PID         -  NE0628
 NE0628  STATE/COUNTY-  MI/WAYNE
 NE0628  USGS QUAD   -  DETROIT (1980)
 NE0628
 NE0628                         *CURRENT SURVEY CONTROL
 NE0628  ___________________________________________________________________
 NE0628* NAD 83(1986)-  42 18 51.     (N)    083 04 32.     (W)     SCALED    
 NE0628* NAVD 88     -       178.869  (meters)     586.84   (feet)  ADJUSTED  
 NE0628  ___________________________________________________________________
 NE0628  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0628  DYNAMIC HT  -         178.816 (meters)     586.67  (feet)  COMP
 NE0628  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NE0628
 NE0628  VERT ORDER  -  FIRST     CLASS 0
 NE0628
 NE0628.The horizontal coordinates were scaled from a topographic map and have
 NE0628.an estimated accuracy of +/- 6 seconds.
 NE0628
 NE0628.The orthometric height was determined by differential leveling
 NE0628.and adjusted by the National Geodetic Survey in June 1991..
 NE0628
 NE0628.The geoid height was determined by GEOID03.
 NE0628
 NE0628.The dynamic height is computed by dividing the NAVD 88
 NE0628.geopotential number by the normal gravity value computed on the
 NE0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0628.degrees latitude (g = 980.6199 gals.).
 NE0628
 NE0628.The modeled gravity was interpolated from observed gravity values.
 NE0628
 NE0628;                    North         East    Units  Estimated Accuracy
 NE0628;SPC MI S     -    91,250.    4,106,430.      MT  (+/- 180 meters Scaled)
 NE0628
 NE0628                          SUPERSEDED SURVEY CONTROL
 NE0628
 NE0628  NGVD 29 (01/19/93)  179.044  (m)          587.41   (f) ADJUSTED    1 0
 NE0628
 NE0628.Superseded values are not recommended for survey control.
 NE0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0628.See file dsdata.txt to determine how the superseded data were derived.
 NE0628
 NE0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG289867(NAD 83)
 NE0628_MARKER: DD = SURVEY DISK
 NE0628_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NE0628_SP_SET: BRIDGE ABUTMENT
 NE0628_STAMPING: D 7 1932 MCK
 NE0628_MARK LOGO: USLS  
 NE0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0628+STABILITY: POSITION/ELEVATION WELL
 NE0628
 NE0628  HISTORY     - Date     Condition        Report By
 NE0628  HISTORY     - 1932     MONUMENTED       USLS
 NE0628  HISTORY     - 1970     GOOD             USLS
 NE0628  HISTORY     - 1980     GOOD             NGS
 NE0628  HISTORY     - 1983     GOOD             USPSQD
 NE0628  HISTORY     - 1985     GOOD             NGS
 NE0628  HISTORY     - 1986     GOOD             USPSQD
 NE0628  HISTORY     - 19970104 GOOD             USPSQD
 NE0628  HISTORY     - 19990925 GOOD             USPSQD
 NE0628
 NE0628                          STATION DESCRIPTION
 NE0628
 NE0628'DESCRIBED BY US LAKE SURVEY 1970
 NE0628'IN DETROIT.
 NE0628'D 7 IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0628'UNDER AMBASSADOR BRIDGE, APPROXIMATELY 70 FEET FROM SEAWALL
 NE0628'ALONG THE DETROIT RIVER, ON EAST SIDE OF WEST ABUTMENT OF TOWER
 NE0628'OF THE BRIDGE, 2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 NE0628'CROSS ON BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG.
 NE0628'BM 07 1932.
 NE0628
 NE0628                          STATION RECOVERY (1980)
 NE0628
 NE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0628'IN DETROIT, UNDER THE AMBASSADOR BRIDGE SET VERTICALLY IN THE
 NE0628'NORTHEAST FACE OF THE ROUND CONCRETE FOUNDATION OF THE SOUTHWEST
 NE0628'ONE OF TWO STEEL PIERS, 21.3 METERS (70.0 FEET) NORTHWEST OF THE
 NE0628'SEAWALL.
 NE0628'THE MARK IS 0.3 M ABOVE GROUND.
 NE0628
 NE0628                          STATION RECOVERY (1983)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (1985)
 NE0628
 NE0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0628'RECOVERED IN GOOD CONDITION.  ADD--245.7 M (806.1 FT) SOUTHEAST OF THE
 NE0628'CENTER OF JEFFERSON AVENUE, AND 17.9 M (58.7 FT) SOUTHWEST OF THE
 NE0628'EXTENDED CENTER OF 21ST STREET.
 NE0628
 NE0628                          STATION RECOVERY (1986)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1986 (PCJ)
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (1997)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0628'RECOVERED IN GOOD CONDITION.
 NE0628
 NE0628                          STATION RECOVERY (1999)
 NE0628
 NE0628'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0337 ***********************************************************************
 MC0337  DESIGNATION -  D 70 USLS
 MC0337  PID         -  MC0337
 MC0337  STATE/COUNTY-  MI/MONROE
 MC0337  USGS QUAD   -  STONY POINT (1978)
 MC0337
 MC0337                         *CURRENT SURVEY CONTROL
 MC0337  ___________________________________________________________________
 MC0337* NAD 83(1986)-  41 55 27.     (N)    083 22 13.     (W)     SCALED    
 MC0337* NAVD 88     -       180.383  (meters)     591.81   (feet)  ADJUSTED  
 MC0337  ___________________________________________________________________
 MC0337  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0337  DYNAMIC HT  -         180.319 (meters)     591.60  (feet)  COMP
 MC0337  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MC0337
 MC0337  VERT ORDER  -  FIRST     CLASS I
 MC0337
 MC0337.The horizontal coordinates were scaled from a topographic map and have
 MC0337.an estimated accuracy of +/- 6 seconds.
 MC0337
 MC0337.The orthometric height was determined by differential leveling
 MC0337.and adjusted by the National Geodetic Survey in June 1991..
 MC0337
 MC0337.The geoid height was determined by GEOID03.
 MC0337
 MC0337.The dynamic height is computed by dividing the NAVD 88
 MC0337.geopotential number by the normal gravity value computed on the
 MC0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0337.degrees latitude (g = 980.6199 gals.).
 MC0337
 MC0337.The modeled gravity was interpolated from observed gravity values.
 MC0337
 MC0337;                    North         East    Units  Estimated Accuracy
 MC0337;SPC MI S     -    47,610.    4,082,650.      MT  (+/- 180 meters Scaled)
 MC0337
 MC0337                          SUPERSEDED SURVEY CONTROL
 MC0337
 MC0337  NGVD 29 (??/??/92)  180.551  (m)          592.36   (f) ADJ UNCH    1 1
 MC0337
 MC0337.Superseded values are not recommended for survey control.
 MC0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0337.See file dsdata.txt to determine how the superseded data were derived.
 MC0337
 MC0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG034440(NAD 83)
 MC0337_MARKER: DD = SURVEY DISK
 MC0337_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0337_SP_SET: SIGNAL BASE
 MC0337_STAMPING: D 70 1932
 MC0337_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0337
 MC0337  HISTORY     - Date     Condition        Report By
 MC0337  HISTORY     - 1932     MONUMENTED       USLS
 MC0337  HISTORY     - 1968     GOOD             NGS
 MC0337  HISTORY     - 1969     GOOD             USLS
 MC0337  HISTORY     - 1980     GOOD             NGS
 MC0337  HISTORY     - 1983     GOOD             LOCSUR
 MC0337  HISTORY     - 1985     GOOD             USPSQD
 MC0337  HISTORY     - 1987     GOOD             USPSQD
 MC0337  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 MC0337
 MC0337                          STATION DESCRIPTION
 MC0337
 MC0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0337'0.9 MI NE FROM MONROE.
 MC0337'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT, TOLEDO AND SHORE LINE
 MC0337'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER, ON TOP OF THE
 MC0337'NORTHWEST CORNER OF AN ABANDONED SIGNAL BASE, BETWEEN THE PENN
 MC0337'CENTRAL RAILROAD AND THE DT AND SL RR, 6.7 FEET EAST OF THE EAST
 MC0337'RAIL OF THE PENN CENTRAL RAILROAD, 54 FEET NORTH OF THE NORTH
 MC0337'EDGE OF STATE HIGHWAY 50, 71 FEET WEST OF THE WEST RAIL OF THE
 MC0337'DETROIT, TOLEDO AND SHORE LINE RAILROAD, 20.6 FEET WEST OF THE
 MC0337'WEST RAIL OF A SPUR TRACK, AND ABOUT LEVEL WITH THE HIGHWAY.
 MC0337
 MC0337                          STATION RECOVERY (1969)
 MC0337
 MC0337'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0337'IS IN THE NORTH PART OF MONROE, MONROE COUNTY, MICHIGAN, APPROXIMATELY
 MC0337'1.0 MILE NORTH OF THE RIVER RAISIN, ON THE EAST SIDE OF THE NEW YORK
 MC0337'CENTRAL TRACKS, 77.0 FEET NORTH OF NORTH EDGE OF CONCRETE PAVEMENT OF
 MC0337'DIXIE HIGHWAY (M-56), ON TOP OF CONCRETE FOUNDATION HOLDING SEMAPHORE
 MC0337'LIGHT NO. D342, ON THE NORTHWEST CORNER OF THE FOUNDATION, BEING
 MC0337'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO THE
 MC0337'CONCRETE.
 MC0337
 MC0337                          STATION RECOVERY (1980)
 MC0337
 MC0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1983)
 MC0337
 MC0337'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1985)
 MC0337
 MC0337'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1987)
 MC0337
 MC0337'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0337'RECOVERED IN GOOD CONDITION.
 MC0337
 MC0337                          STATION RECOVERY (1992)
 MC0337
 MC0337'RECOVERY NOTE BY US POWER SQUADRON 1992 (ERS)
 MC0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0314 ***********************************************************************
 MC0314  DESIGNATION -  D 71 USLS
 MC0314  PID         -  MC0314
 MC0314  STATE/COUNTY-  MI/MONROE
 MC0314  USGS QUAD   -  MONROE (1979)
 MC0314
 MC0314                         *CURRENT SURVEY CONTROL
 MC0314  ___________________________________________________________________
 MC0314* NAD 83(1986)-  41 54 45.     (N)    083 23 08.     (W)     SCALED    
 MC0314* NAVD 88     -       179.452  (meters)     588.75   (feet)  ADJUSTED  
 MC0314  ___________________________________________________________________
 MC0314  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0314  DYNAMIC HT  -         179.387 (meters)     588.54  (feet)  COMP
 MC0314  MODELED GRAV-     980,259.5   (mgal)                       NAVD 88
 MC0314
 MC0314  VERT ORDER  -  FIRST     CLASS I
 MC0314
 MC0314.The horizontal coordinates were scaled from a topographic map and have
 MC0314.an estimated accuracy of +/- 6 seconds.
 MC0314
 MC0314.The orthometric height was determined by differential leveling
 MC0314.and adjusted by the National Geodetic Survey in June 1991..
 MC0314
 MC0314.The geoid height was determined by GEOID03.
 MC0314
 MC0314.The dynamic height is computed by dividing the NAVD 88
 MC0314.geopotential number by the normal gravity value computed on the
 MC0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0314.degrees latitude (g = 980.6199 gals.).
 MC0314
 MC0314.The modeled gravity was interpolated from observed gravity values.
 MC0314
 MC0314;                    North         East    Units  Estimated Accuracy
 MC0314;SPC MI S     -    46,300.    4,081,400.      MT  (+/- 180 meters Scaled)
 MC0314
 MC0314                          SUPERSEDED SURVEY CONTROL
 MC0314
 MC0314  NGVD 29 (??/??/92)  179.620  (m)          589.30   (f) ADJ UNCH    1 1
 MC0314
 MC0314.Superseded values are not recommended for survey control.
 MC0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0314.See file dsdata.txt to determine how the superseded data were derived.
 MC0314
 MC0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG021428(NAD 83)
 MC0314_MARKER: DD = SURVEY DISK
 MC0314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0314_SP_SET: FOUNDATION
 MC0314_STAMPING: D 71 1932 MCK
 MC0314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0314
 MC0314  HISTORY     - Date     Condition        Report By
 MC0314  HISTORY     - 1932     MONUMENTED       USLS
 MC0314  HISTORY     - 1968     GOOD             NGS
 MC0314  HISTORY     - 1969     GOOD             USLS
 MC0314  HISTORY     - 1980     GOOD             NGS
 MC0314  HISTORY     - 1985     GOOD             USPSQD
 MC0314
 MC0314                          STATION DESCRIPTION
 MC0314
 MC0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0314'AT MONROE.
 MC0314'AT MONROE, ABOUT 0.1 MILE NORTHWEST ALONG EAST FRONT STREET
 MC0314'FROM THE INTERSECTION OF WINCHESTER STREET, SET VERTICALLY IN THE
 MC0314'SOUTHWEST FACE OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION
 MC0314'OF THE MAIN BUILDING OF THE CITY WATER WORKS PLANT, 127 1/2
 MC0314'FEET NORTHEAST OF THE CENTER LINE OF EAST FRONT STREET, 5.2
 MC0314'FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 2.7 FEET
 MC0314'ABOVE THE LEVEL OF THE GROUND AND 0.5 FOOT ABOVE BENCH MARK Z
 MC0314'114 DESCRIBED.
 MC0314
 MC0314                          STATION RECOVERY (1969)
 MC0314
 MC0314'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0314'IS IN THE NORTH PART OF MONROE, MONROE COUNTY, MICHIGAN, ON THE NORTH
 MC0314'SIDE OF FRONT STREET, TWO BLOCKS WEST OF WINCHESTER STREET, ON THE
 MC0314'SOUTHEAST FACE OF THE CITY FILTRATION PLANT BUILDING, 29 FEET
 MC0314'SOUTHEAST OF WEST CORNER OF THE BUILDING, 9.2 FEET SOUTHEAST OF
 MC0314'SOUTHEAST SIDE OF DOORWAY, 8.5 FEET NORTHWEST OF NORTHWEST SIDE OF
 MC0314'FOURTH WINDOW FROM SOUTH CORNER OF THE BUILDING, 2-1/2 FEET ABOVE THE
 MC0314'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 MC0314'CONCRETE FOUNDATION.
 MC0314
 MC0314                          STATION RECOVERY (1980)
 MC0314
 MC0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0314'RECOVERED IN GOOD CONDITION.
 MC0314
 MC0314                          STATION RECOVERY (1985)
 MC0314
 MC0314'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0879 ***********************************************************************
 MC0879  DESIGNATION -  D 72 USLS
 MC0879  PID         -  MC0879
 MC0879  STATE/COUNTY-  MI/MONROE
 MC0879  USGS QUAD   -  STONY POINT (1978)
 MC0879
 MC0879                         *CURRENT SURVEY CONTROL
 MC0879  ___________________________________________________________________
 MC0879* NAD 83(1986)-  41 54 09.     (N)    083 21 07.     (W)     SCALED    
 MC0879* NAVD 88     -       178.098  (meters)     584.31   (feet)  ADJUSTED  
 MC0879  ___________________________________________________________________
 MC0879  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0879  DYNAMIC HT  -         178.033 (meters)     584.10  (feet)  COMP
 MC0879  MODELED GRAV-     980,258.4   (mgal)                       NAVD 88
 MC0879
 MC0879  VERT ORDER  -  FIRST     CLASS 0
 MC0879
 MC0879.The horizontal coordinates were scaled from a topographic map and have
 MC0879.an estimated accuracy of +/- 6 seconds.
 MC0879
 MC0879.The orthometric height was determined by differential leveling
 MC0879.and adjusted by the National Geodetic Survey in June 1991..
 MC0879
 MC0879.The geoid height was determined by GEOID03.
 MC0879
 MC0879.The dynamic height is computed by dividing the NAVD 88
 MC0879.geopotential number by the normal gravity value computed on the
 MC0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0879.degrees latitude (g = 980.6199 gals.).
 MC0879
 MC0879.The modeled gravity was interpolated from observed gravity values.
 MC0879
 MC0879;                    North         East    Units  Estimated Accuracy
 MC0879;SPC MI S     -    45,220.    4,084,200.      MT  (+/- 180 meters Scaled)
 MC0879
 MC0879                          SUPERSEDED SURVEY CONTROL
 MC0879
 MC0879  NGVD 29 (??/??/92)  178.264  (m)          584.85   (f) ADJ UNCH    1 0
 MC0879
 MC0879.Superseded values are not recommended for survey control.
 MC0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0879.See file dsdata.txt to determine how the superseded data were derived.
 MC0879
 MC0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG049416(NAD 83)
 MC0879_MARKER: DD = SURVEY DISK
 MC0879_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0879_SP_SET: WALL
 MC0879_STAMPING: D 72 1932
 MC0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0879
 MC0879  HISTORY     - Date     Condition        Report By
 MC0879  HISTORY     - 1932     MONUMENTED       USLS
 MC0879  HISTORY     - 1969     GOOD             USLS
 MC0879
 MC0879                          STATION DESCRIPTION
 MC0879
 MC0879'DESCRIBED BY US LAKE SURVEY 1969
 MC0879'IN MONROE.
 MC0879'IS IN MONROE COUNTY, MICHIGAN, ABOUT 1 MILE EASTERLY ALONG EAST ELM
 MC0879'AVENUE FROM THE I-75 OVERPASS, ON NORTHERLY SIDE OF RAISIN RIVER, AT
 MC0879'THE FORD MOTOR COMPANY, MONROE PLANT, 13.6 FEET SOUTHEAST OF WEST
 MC0879'CORNER AND IN SOUTHWEST FACE OF A GENERATOR SUBSTATION, IN TWELFTH
 MC0879'COURSE OF BRICK ABOVE THE WATER TABLE, BEING HORIZONTAL LINE OF CROSS
 MC0879'SET INTO THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0335 ***********************************************************************
 MC0335  DESIGNATION -  D 73 USLS
 MC0335  PID         -  MC0335
 MC0335  STATE/COUNTY-  MI/MONROE
 MC0335  USGS QUAD   -  MONROE (1979)
 MC0335
 MC0335                         *CURRENT SURVEY CONTROL
 MC0335  ___________________________________________________________________
 MC0335* NAD 83(1986)-  41 54 46.     (N)    083 22 45.     (W)     SCALED    
 MC0335* NAVD 88     -       180.058  (meters)     590.74   (feet)  ADJUSTED  
 MC0335  ___________________________________________________________________
 MC0335  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0335  DYNAMIC HT  -         179.993 (meters)     590.53  (feet)  COMP
 MC0335  MODELED GRAV-     980,259.6   (mgal)                       NAVD 88
 MC0335
 MC0335  VERT ORDER  -  FIRST     CLASS I
 MC0335
 MC0335.The horizontal coordinates were scaled from a topographic map and have
 MC0335.an estimated accuracy of +/- 6 seconds.
 MC0335
 MC0335.The orthometric height was determined by differential leveling
 MC0335.and adjusted by the National Geodetic Survey in June 1991..
 MC0335.WARNING-Repeat measurements at this control monument indicate possible
 MC0335.vertical movement.
 MC0335
 MC0335.The geoid height was determined by GEOID03.
 MC0335
 MC0335.The dynamic height is computed by dividing the NAVD 88
 MC0335.geopotential number by the normal gravity value computed on the
 MC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0335.degrees latitude (g = 980.6199 gals.).
 MC0335
 MC0335.The modeled gravity was interpolated from observed gravity values.
 MC0335
 MC0335;                    North         East    Units  Estimated Accuracy
 MC0335;SPC MI S     -    46,330.    4,081,930.      MT  (+/- 180 meters Scaled)
 MC0335
 MC0335                          SUPERSEDED SURVEY CONTROL
 MC0335
 MC0335  NGVD 29 (??/??/92)  180.223  (m)          591.28   (f) ADJ UNCH    1 1
 MC0335
 MC0335.Superseded values are not recommended for survey control.
 MC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0335.See file dsdata.txt to determine how the superseded data were derived.
 MC0335
 MC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG026428(NAD 83)
 MC0335_MARKER: DD = SURVEY DISK
 MC0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0335_SP_SET: BUILDING FOUNDATION
 MC0335_STAMPING: D 73 1932 MCK
 MC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0335
 MC0335  HISTORY     - Date     Condition        Report By
 MC0335  HISTORY     - 1932     MONUMENTED       USLS
 MC0335  HISTORY     - 1968     GOOD             NGS
 MC0335  HISTORY     - 1969     GOOD             USLS
 MC0335  HISTORY     - 1980     GOOD             NGS
 MC0335  HISTORY     - 1983     GOOD             LOCSUR
 MC0335  HISTORY     - 1985     GOOD             USPSQD
 MC0335  HISTORY     - 1987     GOOD             USPSQD
 MC0335  HISTORY     - 1989     GOOD             USPSQD
 MC0335
 MC0335                          STATION DESCRIPTION
 MC0335
 MC0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0335'AT MONROE.
 MC0335'AT MONROE, AT THE EAST CORNER OF THE DETROIT AND TOLEDO SHORE
 MC0335'LINE RAILROAD OF THE RAISIN RIVER, 32 1/2 FEET SOUTHWEST OF THE
 MC0335'SOUTHWEST CURB OF ELM STREET, SET VERTICALLY IN THE NORTHWEST
 MC0335'FACE OF THE NORTH CORNER OF THE CONCRETE FOUNDATION TO THE RIVER
 MC0335'RAISIN PAPER INDUSTRIAL RELATIONS BUILDING, 1 FOOT SOUTHWEST OF
 MC0335'THE NORTH CORNER OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF
 MC0335'THE GROUND.
 MC0335
 MC0335                          STATION RECOVERY (1969)
 MC0335
 MC0335'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0335'IS IN THE NORTH PART OF MONROE, MONROE COUNTY, MICHIGAN, ON THE NORTH
 MC0335'SIDE OF THE RIVER RAISIN, ON THE SOUTH SIDE OF ELM STREET, ABOUT 222
 MC0335'FEET EAST OF THE DIXIE HIGHWAY (M-56), 49.0 FEET EAST OF THE DETROIT,
 MC0335'TOLEDO SHORE LINE RAILWAY TRACKS, ON THE WEST FACE OF THE RESEARCH
 MC0335'LABORATORY OF THE RIVER RAISIN PAPER COMPANY, 1.0 FEET FROM THE
 MC0335'NORTHWEST CORNER, 3 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 MC0335'CROSS ON BRONZE DISC SET INTO THE CONCRETE WALL.
 MC0335
 MC0335                          STATION RECOVERY (1980)
 MC0335
 MC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (1983)
 MC0335
 MC0335'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (1985)
 MC0335
 MC0335'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0335'DESC. SHOULD BE CHANGED TO SAY--CONCRETE FOUNDATION TO THE UNION-CAMP
 MC0335'EMPLOYEMNT OFFICE. RIVER RAISEN PAPER SOLD OUT.
 MC0335
 MC0335                          STATION RECOVERY (1987)
 MC0335
 MC0335'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0335'RECOVERED IN GOOD CONDITION.
 MC0335
 MC0335                          STATION RECOVERY (1989)
 MC0335
 MC0335'RECOVERY NOTE BY US POWER SQUADRON 1989 (MS)
 MC0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0611 ***********************************************************************
 NE0611  DESIGNATION -  D 74 USLS
 NE0611  PID         -  NE0611
 NE0611  STATE/COUNTY-  MI/WAYNE
 NE0611  USGS QUAD   -  DETROIT (1980)
 NE0611
 NE0611                         *CURRENT SURVEY CONTROL
 NE0611  ___________________________________________________________________
 NE0611* NAD 83(1986)-  42 18 01.     (N)    083 05 41.     (W)     SCALED    
 NE0611* NAVD 88     -       182.814  (meters)     599.78   (feet)  ADJUSTED  
 NE0611  ___________________________________________________________________
 NE0611  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0611  DYNAMIC HT  -         182.759 (meters)     599.60  (feet)  COMP
 NE0611  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 NE0611
 NE0611  VERT ORDER  -  FIRST     CLASS 0
 NE0611
 NE0611.The horizontal coordinates were scaled from a topographic map and have
 NE0611.an estimated accuracy of +/- 6 seconds.
 NE0611
 NE0611.The orthometric height was determined by differential leveling
 NE0611.and adjusted by the National Geodetic Survey in June 1991..
 NE0611.WARNING-Repeat measurements at this control monument indicate possible
 NE0611.vertical movement.
 NE0611
 NE0611.The geoid height was determined by GEOID03.
 NE0611
 NE0611.The dynamic height is computed by dividing the NAVD 88
 NE0611.geopotential number by the normal gravity value computed on the
 NE0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0611.degrees latitude (g = 980.6199 gals.).
 NE0611
 NE0611.The modeled gravity was interpolated from observed gravity values.
 NE0611
 NE0611;                    North         East    Units  Estimated Accuracy
 NE0611;SPC MI S     -    89,690.    4,104,880.      MT  (+/- 180 meters Scaled)
 NE0611
 NE0611                          SUPERSEDED SURVEY CONTROL
 NE0611
 NE0611  NGVD 29 (??/??/??)  182.987  (m)          600.35   (f) ADJUSTED    1 0
 NE0611
 NE0611.Superseded values are not recommended for survey control.
 NE0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0611.See file dsdata.txt to determine how the superseded data were derived.
 NE0611
 NE0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273852(NAD 83)
 NE0611_MARKER: DD = SURVEY DISK
 NE0611_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0611_SP_SET: WATER TABLE
 NE0611_STAMPING: D 74 MCK
 NE0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0611+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2006
 NE0611
 NE0611  HISTORY     - Date     Condition        Report By
 NE0611  HISTORY     - 1938     MONUMENTED       USLS
 NE0611  HISTORY     - 1954     GOOD             NGS
 NE0611  HISTORY     - 1970     GOOD             USLS
 NE0611  HISTORY     - 1980     GOOD             NGS
 NE0611  HISTORY     - 1989     GOOD             USPSQD
 NE0611  HISTORY     - 20060827 GOOD             GEOCAC
 NE0611
 NE0611                          STATION DESCRIPTION
 NE0611
 NE0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0611'AT DETROIT.
 NE0611'AT DETROIT, IN THE NORTHEAST PART OF FORT WAYNE MILITARY
 NE0611'RESERVATION, 32 1/2 FEET NORTHEAST OF NORTHEAST CURB OF CRAM
 NE0611'STREET, 25 FEET NORTHWEST OF FENCE LINE DIVIDING U.S. ENGINEERS
 NE0611'GROUND AND BARRACKS BUILDINGS, SET VERTICALLY IN THE SOUTHEAST
 NE0611'FACE OF STONE WATER TABLE OF 2-STORY RED BRICK BARRACKS BUILDING,
 NE0611'8 1/2 FEET NORTHWEST OF NORTHWEST CURB OF AN ALLEY, 0.4 FOOT
 NE0611'NORTHEAST OF SOUTH CORNER OF BUILDING AND ABOUT 5 FEET ABOVE
 NE0611'GROUND.
 NE0611
 NE0611                          STATION RECOVERY (1970)
 NE0611
 NE0611'RECOVERY NOTE BY US LAKE SURVEY 1970
 NE0611'RECOVERED IN GOOD CONDITION.
 NE0611
 NE0611                          STATION RECOVERY (1980)
 NE0611
 NE0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0611'RECOVERED IN GOOD CONDITION.
 NE0611
 NE0611                          STATION RECOVERY (1989)
 NE0611
 NE0611'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0611'RECOVERED IN GOOD CONDITION.
 NE0611
 NE0611                          STATION RECOVERY (2006)
 NE0611
 NE0611'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 NE0611'RECOVERED IN GOOD CONDITION. MARK IS APPROX 1.5FT N OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0708 ***********************************************************************
 NE0708  DESIGNATION -  D 75
 NE0708  PID         -  NE0708
 NE0708  STATE/COUNTY-  MI/WAYNE
 NE0708  USGS QUAD   -  YPSILANTI EAST (1983)
 NE0708
 NE0708                         *CURRENT SURVEY CONTROL
 NE0708  ___________________________________________________________________
 NE0708* NAD 83(1986)-  42 14 11.     (N)    083 32 44.     (W)     SCALED    
 NE0708* NAVD 88     -       218.443  (meters)     716.68   (feet)  ADJUSTED  
 NE0708  ___________________________________________________________________
 NE0708  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NE0708  DYNAMIC HT  -         218.375 (meters)     716.45  (feet)  COMP
 NE0708  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NE0708
 NE0708  VERT ORDER  -  SECOND    CLASS 0
 NE0708
 NE0708.This mark is at Willow Run Airport (YIP)
 NE0708
 NE0708.The horizontal coordinates were scaled from a topographic map and have
 NE0708.an estimated accuracy of +/- 6 seconds.
 NE0708
 NE0708.The orthometric height was determined by differential leveling
 NE0708.and adjusted by the National Geodetic Survey in June 1991..
 NE0708
 NE0708.The geoid height was determined by GEOID03.
 NE0708
 NE0708.The dynamic height is computed by dividing the NAVD 88
 NE0708.geopotential number by the normal gravity value computed on the
 NE0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0708.degrees latitude (g = 980.6199 gals.).
 NE0708
 NE0708.The modeled gravity was interpolated from observed gravity values.
 NE0708
 NE0708;                    North         East    Units  Estimated Accuracy
 NE0708;SPC MI S     -    82,130.    4,067,770.      MT  (+/- 180 meters Scaled)
 NE0708
 NE0708                          SUPERSEDED SURVEY CONTROL
 NE0708
 NE0708  NGVD 29 (??/??/92)  218.574  (m)          717.10   (f) ADJ UNCH    2 0
 NE0708
 NE0708.Superseded values are not recommended for survey control.
 NE0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0708.See file dsdata.txt to determine how the superseded data were derived.
 NE0708
 NE0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG899791(NAD 83)
 NE0708_MARKER: DB = BENCH MARK DISK
 NE0708_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0708_SP_SET: BUILDING
 NE0708_STAMPING: D 75 1960
 NE0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0708
 NE0708  HISTORY     - Date     Condition        Report By
 NE0708  HISTORY     - 1960     MONUMENTED       CGS
 NE0708  HISTORY     - 1968     GOOD             NGS
 NE0708  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0708
 NE0708                          STATION DESCRIPTION
 NE0708
 NE0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE0708'2.1 MI SE FROM YPSILANTI.
 NE0708'LOCATED AT WILLOW RUN AIRPORT AT THE CENTER OF THE EAST EDGE OF
 NE0708'THE TERMINAL BUILDING ON A 3.5 FEET WIDE CONCRETE FOOTING.  ABOUT
 NE0708'50 FEET SOUTHEAST OF THE CONTROL TOWER, 15 FEET NORTH OF A DRIVEWAY
 NE0708'INTO BAGGAGE ROOM, 2.5 FEET EAST OF THE TERMINAL BUILDING, 2 FEET
 NE0708'SOUTH OF THE BEGINNING OF THE BLUE CONCOURSE AND 8 INCHES HIGHER
 NE0708'THAN THE AIRPLANE RAMP.
 NE0708
 NE0708                          STATION RECOVERY (1968)
 NE0708
 NE0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NE0708'RECOVERED IN GOOD CONDITION.
 NE0708
 NE0708                          STATION RECOVERY (1985)
 NE0708
 NE0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0708'THE FOOTING HAS BEEN REMOVED.
 NE0708
 NE0708                          STATION RECOVERY (1987)
 NE0708
 NE0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0614 ***********************************************************************
 NE0614  DESIGNATION -  D 75 USLS
 NE0614  PID         -  NE0614
 NE0614  STATE/COUNTY-  MI/WAYNE
 NE0614  USGS QUAD   -  DETROIT (1980)
 NE0614
 NE0614                         *CURRENT SURVEY CONTROL
 NE0614  ___________________________________________________________________
 NE0614* NAD 83(1986)-  42 18 06.     (N)    083 05 47.     (W)     SCALED    
 NE0614* NAVD 88     -       180.771  (meters)     593.08   (feet)  ADJUSTED  
 NE0614  ___________________________________________________________________
 NE0614  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0614  DYNAMIC HT  -         180.717 (meters)     592.90  (feet)  COMP
 NE0614  MODELED GRAV-     980,318.6   (mgal)                       NAVD 88
 NE0614
 NE0614  VERT ORDER  -  FIRST     CLASS 0
 NE0614
 NE0614.The horizontal coordinates were scaled from a topographic map and have
 NE0614.an estimated accuracy of +/- 6 seconds.
 NE0614
 NE0614.The orthometric height was determined by differential leveling
 NE0614.and adjusted by the National Geodetic Survey in June 1991..
 NE0614
 NE0614.The geoid height was determined by GEOID03.
 NE0614
 NE0614.The dynamic height is computed by dividing the NAVD 88
 NE0614.geopotential number by the normal gravity value computed on the
 NE0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0614.degrees latitude (g = 980.6199 gals.).
 NE0614
 NE0614.The modeled gravity was interpolated from observed gravity values.
 NE0614
 NE0614;                    North         East    Units  Estimated Accuracy
 NE0614;SPC MI S     -    89,840.    4,104,740.      MT  (+/- 180 meters Scaled)
 NE0614
 NE0614                          SUPERSEDED SURVEY CONTROL
 NE0614
 NE0614  NGVD 29 (??/??/92)  180.945  (m)          593.65   (f) ADJ UNCH    1 0
 NE0614
 NE0614.Superseded values are not recommended for survey control.
 NE0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0614.See file dsdata.txt to determine how the superseded data were derived.
 NE0614
 NE0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG272853(NAD 83)
 NE0614_MARKER: DD = SURVEY DISK
 NE0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0614_SP_SET: LIMESTONE FOUNDATION
 NE0614_STAMPING: D 75 MCK
 NE0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0614
 NE0614  HISTORY     - Date     Condition        Report By
 NE0614  HISTORY     - UNK      MONUMENTED       USLS
 NE0614  HISTORY     - 1954     GOOD             NGS
 NE0614  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0614  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0614
 NE0614                          STATION DESCRIPTION
 NE0614
 NE0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0614'AT DETROIT.
 NE0614'AT DETROIT, IN THE NORTH PART OF FORT WAYNE MILITARY RESERVATION,
 NE0614'NEAR THE INTERSECTION OF WEST JEFFERSON AVENUE AND MILITARY
 NE0614'STREET, 81 FEET SOUTHEAST OF IRON FENCE BETWEEN RESERVATION AND
 NE0614'WEST JEFFERSON AVENUE, ABOUT IN LINE WITH EXTENDED SOUTHWEST
 NE0614'CURB OF MILITARY STREET, SET VERTICALLY IN THE NORTHEAST FACE OF
 NE0614'LIMESTONE FOUNDATION OF 2-STORY BRICK BARRACKS BUILDING NO. 56,
 NE0614'111 FEET SOUTHWEST OF CENTER OF INTERSECTION OF JEFFERSON COURT
 NE0614'AND CRAM STREET (NAME OF RESERVATION STREETS), 1 FOOT SOUTHEAST OF
 NE0614'NORTH CORNER OF BUILDING AND ABOUT 4 FEET ABOVE GROUND.
 NE0614
 NE0614                          STATION RECOVERY (1980)
 NE0614
 NE0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0614'NOT RECOVERED, CONSIDERED DESTROYED, THE BUILDING HAS BEEN TORN DOWN.
 NE0614
 NE0614                          STATION RECOVERY (1989)
 NE0614
 NE0614'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0173 ***********************************************************************
 QK0173  DESIGNATION -  D 76
 QK0173  PID         -  QK0173
 QK0173  STATE/COUNTY-  MI/EMMET
 QK0173  USGS QUAD   -  
 QK0173
 QK0173                         *CURRENT SURVEY CONTROL
 QK0173  ___________________________________________________________________
 QK0173* NAD 83(1986)-  45 42 16.     (N)    084 46 19.     (W)     SCALED    
 QK0173* NAVD 88     -       223.842  (meters)     734.39   (feet)  ADJUSTED  
 QK0173  ___________________________________________________________________
 QK0173  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QK0173  DYNAMIC HT  -         223.845 (meters)     734.40  (feet)  COMP
 QK0173  MODELED GRAV-     980,622.2   (mgal)                       NAVD 88
 QK0173
 QK0173  VERT ORDER  -  SECOND    CLASS 0
 QK0173
 QK0173.The horizontal coordinates were scaled from a topographic map and have
 QK0173.an estimated accuracy of +/- 6 seconds.
 QK0173
 QK0173.The orthometric height was determined by differential leveling
 QK0173.and adjusted by the National Geodetic Survey in June 1991..
 QK0173
 QK0173.The geoid height was determined by GEOID03.
 QK0173
 QK0173.The dynamic height is computed by dividing the NAVD 88
 QK0173.geopotential number by the normal gravity value computed on the
 QK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0173.degrees latitude (g = 980.6199 gals.).
 QK0173
 QK0173.The modeled gravity was interpolated from observed gravity values.
 QK0173
 QK0173;                    North         East    Units  Estimated Accuracy
 QK0173;SPC MI C     -   265,420.    5,968,440.      MT  (+/- 180 meters Scaled)
 QK0173
 QK0173                          SUPERSEDED SURVEY CONTROL
 QK0173
 QK0173  NGVD 29 (??/??/92)  223.848  (m)          734.41   (f) ADJ UNCH    2 0
 QK0173
 QK0173.Superseded values are not recommended for survey control.
 QK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0173.See file dsdata.txt to determine how the superseded data were derived.
 QK0173
 QK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR734636(NAD 83)
 QK0173_MARKER: DB = BENCH MARK DISK
 QK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0173_STAMPING: D 76 1934
 QK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0173+STABILITY: SURFACE MOTION
 QK0173
 QK0173  HISTORY     - Date     Condition        Report By
 QK0173  HISTORY     - 1934     MONUMENTED       CGS
 QK0173  HISTORY     - 1979     MARK NOT FOUND   USGS
 QK0173
 QK0173                          STATION DESCRIPTION
 QK0173
 QK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0173'6.1 MI S FROM MACKINAW CITY.
 QK0173'IN EMMET COUNTY, 6.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD
 QK0173'FROM THE STATION AT MACKINAW CITY, CHEBOYGAN COUNTY, 0.9 MILE
 QK0173'NORTH OF THE STATION AT CARP LAKE, EMMET COUNTY, 0.4 MILE SOUTH
 QK0173'OF MILEPOST 454, AT A ROAD CROSSING, 17 YARDS WEST OF THE WEST
 QK0173'RAIL, 9 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, AND 2-1/2
 QK0173'YARDS SOUTHEAST OF TELEPHONE POLE 9155.  A STANDARD DISK, STAMPED
 QK0173'D 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QK0173'3 INCHES ABOVE GROUND.
 QK0173
 QK0173                          STATION RECOVERY (1979)
 QK0173
 QK0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QK0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0311 ***********************************************************************
 QK0311  DESIGNATION -  D 77
 QK0311  PID         -  QK0311
 QK0311  STATE/COUNTY-  MI/CHARLEVOIX
 QK0311  USGS QUAD   -  
 QK0311
 QK0311                         *CURRENT SURVEY CONTROL
 QK0311  ___________________________________________________________________
 QK0311* NAD 83(1986)-  45 15 39.     (N)    085 15 16.     (W)     SCALED    
 QK0311* NAVD 88     -       213.635  (meters)     700.90   (feet)  ADJUSTED  
 QK0311  ___________________________________________________________________
 QK0311  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 QK0311  DYNAMIC HT  -         213.627 (meters)     700.87  (feet)  COMP
 QK0311  MODELED GRAV-     980,575.7   (mgal)                       NAVD 88
 QK0311
 QK0311  VERT ORDER  -  SECOND    CLASS 0
 QK0311
 QK0311.The horizontal coordinates were scaled from a topographic map and have
 QK0311.an estimated accuracy of +/- 6 seconds.
 QK0311
 QK0311.The orthometric height was determined by differential leveling
 QK0311.and adjusted by the National Geodetic Survey in June 1991..
 QK0311
 QK0311.The geoid height was determined by GEOID03.
 QK0311
 QK0311.The dynamic height is computed by dividing the NAVD 88
 QK0311.geopotential number by the normal gravity value computed on the
 QK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0311.degrees latitude (g = 980.6199 gals.).
 QK0311
 QK0311.The modeled gravity was interpolated from observed gravity values.
 QK0311
 QK0311;                    North         East    Units  Estimated Accuracy
 QK0311;SPC MI C     -   216,420.    5,930,330.      MT  (+/- 180 meters Scaled)
 QK0311
 QK0311                          SUPERSEDED SURVEY CONTROL
 QK0311
 QK0311  NGVD 29 (??/??/92)  213.716  (m)          701.17   (f) ADJ UNCH    2 0
 QK0311
 QK0311.Superseded values are not recommended for survey control.
 QK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0311.See file dsdata.txt to determine how the superseded data were derived.
 QK0311
 QK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR369134(NAD 83)
 QK0311_MARKER: DB = BENCH MARK DISK
 QK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0311_STAMPING: D 77 1934
 QK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0311+STABILITY: SURFACE MOTION
 QK0311
 QK0311  HISTORY     - Date     Condition        Report By
 QK0311  HISTORY     - 1934     MONUMENTED       CGS
 QK0311  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0311  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0311
 QK0311                          STATION DESCRIPTION
 QK0311
 QK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0311'4 MI S FROM CHARLEVOIX.
 QK0311'ABOUT 4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 QK0311'THE STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 0.5 MILE NORTH OF
 QK0311'MILEPOST GR 205, AT A ROAD CROSSING, 12-1/2 YARDS NORTH OF
 QK0311'THE CENTERLINE OF THE ROAD, 14 YARDS EAST OF THE EAST RAIL, 6
 QK0311'YARDS WEST OF A TELEPHONE POLE, 5 YARDS NORTHEAST OF A LARGE
 QK0311'POWER-LINE POLE, 15 INCHES WEST OF A FENCE, AND ABOUT 3 FEET
 QK0311'HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED D 77 1934 AND SET
 QK0311'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 QK0311
 QK0311                          STATION RECOVERY (1981)
 QK0311
 QK0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0311'MARK NOT FOUND.
 QK0311
 QK0311                          STATION RECOVERY (1984)
 QK0311
 QK0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0311'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN THE POWERLINE POLE WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0625 ***********************************************************************
 NE0625  DESIGNATION -  D 8 USLS
 NE0625  PID         -  NE0625
 NE0625  STATE/COUNTY-  MI/WAYNE
 NE0625  USGS QUAD   -  DETROIT (1980)
 NE0625
 NE0625                         *CURRENT SURVEY CONTROL
 NE0625  ___________________________________________________________________
 NE0625* NAD 83(1986)-  42 18 24.     (N)    083 05 15.     (W)     SCALED    
 NE0625* NAVD 88     -       177.960  (meters)     583.86   (feet)  ADJUSTED  
 NE0625  ___________________________________________________________________
 NE0625  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0625  DYNAMIC HT  -         177.907 (meters)     583.68  (feet)  COMP
 NE0625  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 NE0625
 NE0625  VERT ORDER  -  FIRST     CLASS 0
 NE0625
 NE0625.The horizontal coordinates were scaled from a topographic map and have
 NE0625.an estimated accuracy of +/- 6 seconds.
 NE0625
 NE0625.The orthometric height was determined by differential leveling
 NE0625.and adjusted by the National Geodetic Survey in June 1991..
 NE0625
 NE0625.The geoid height was determined by GEOID03.
 NE0625
 NE0625.The dynamic height is computed by dividing the NAVD 88
 NE0625.geopotential number by the normal gravity value computed on the
 NE0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0625.degrees latitude (g = 980.6199 gals.).
 NE0625
 NE0625.The modeled gravity was interpolated from observed gravity values.
 NE0625
 NE0625;                    North         East    Units  Estimated Accuracy
 NE0625;SPC MI S     -    90,400.    4,105,460.      MT  (+/- 180 meters Scaled)
 NE0625
 NE0625                          SUPERSEDED SURVEY CONTROL
 NE0625
 NE0625  NGVD 29 (??/??/??)  178.137  (m)          584.44   (f) ADJUSTED    1 0
 NE0625
 NE0625.Superseded values are not recommended for survey control.
 NE0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0625.See file dsdata.txt to determine how the superseded data were derived.
 NE0625
 NE0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG279859(NAD 83)
 NE0625_MARKER: DD = SURVEY DISK
 NE0625_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0625_SP_SET: BUILDING
 NE0625_STAMPING: D 8 1932 MCK
 NE0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0625
 NE0625  HISTORY     - Date     Condition        Report By
 NE0625  HISTORY     - 1932     MONUMENTED       USLS
 NE0625  HISTORY     - 1954     GOOD             NGS
 NE0625  HISTORY     - 1980     GOOD             NGS
 NE0625  HISTORY     - 1989     GOOD             USPSQD
 NE0625  HISTORY     - 19990925 GOOD             USPSQD
 NE0625
 NE0625                          STATION DESCRIPTION
 NE0625
 NE0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0625'AT DETROIT.
 NE0625'AT DETROIT, IN THE SOUTH PART OF TOWN, ON THE SOUTHEAST SIDE OF
 NE0625'WEST JEFFERSON AVENUE, BETWEEN MC KINSTRY AND CLARK STREETS,
 NE0625'18 1/2 FEET SOUTHEAST OF SOUTHEAST CURB OF WEST JEFFERSON
 NE0625'AVENUE, SET VERTICALLY IN THE SOUTHWEST FACE OF 10-STORY BUILDING
 NE0625'OF DETROIT HARBOR TERMINALS, 2 FEET SOUTHEAST OF WEST CORNER OF
 NE0625'BUILDING AND 4.2 FEET ABOVE LEVEL OF SIDE WALK.
 NE0625
 NE0625                          STATION RECOVERY (1980)
 NE0625
 NE0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0625'RECOVERED IN GOOD CONDITION.
 NE0625
 NE0625                          STATION RECOVERY (1989)
 NE0625
 NE0625'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0625'RECOVERED IN GOOD CONDITION.
 NE0625
 NE0625                          STATION RECOVERY (1999)
 NE0625
 NE0625'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0029 ***********************************************************************
 QJ0029  DESIGNATION -  D 80
 QJ0029  PID         -  QJ0029
 QJ0029  STATE/COUNTY-  MI/ALPENA
 QJ0029  USGS QUAD   -  JEWETT CREEK (1986)
 QJ0029
 QJ0029                         *CURRENT SURVEY CONTROL
 QJ0029  ___________________________________________________________________
 QJ0029* NAD 83(1986)-  45 03 32.     (N)    083 46 56.     (W)     SCALED    
 QJ0029* NAVD 88     -       220.877  (meters)     724.66   (feet)  ADJUSTED  
 QJ0029  ___________________________________________________________________
 QJ0029  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 QJ0029  DYNAMIC HT  -         220.859 (meters)     724.60  (feet)  COMP
 QJ0029  MODELED GRAV-     980,527.0   (mgal)                       NAVD 88
 QJ0029
 QJ0029  VERT ORDER  -  SECOND    CLASS 0
 QJ0029
 QJ0029.The horizontal coordinates were scaled from a topographic map and have
 QJ0029.an estimated accuracy of +/- 6 seconds.
 QJ0029
 QJ0029.The orthometric height was determined by differential leveling
 QJ0029.and adjusted by the National Geodetic Survey in June 1991..
 QJ0029
 QJ0029.The geoid height was determined by GEOID03.
 QJ0029
 QJ0029.The dynamic height is computed by dividing the NAVD 88
 QJ0029.geopotential number by the normal gravity value computed on the
 QJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0029.degrees latitude (g = 980.6199 gals.).
 QJ0029
 QJ0029.The modeled gravity was interpolated from observed gravity values.
 QJ0029
 QJ0029;                    North         East    Units  Estimated Accuracy
 QJ0029;SPC MI C     -   193,760.    6,046,030.      MT  (+/- 180 meters Scaled)
 QJ0029
 QJ0029                          SUPERSEDED SURVEY CONTROL
 QJ0029
 QJ0029  NGVD 29 (??/??/92)  221.022  (m)          725.14   (f) ADJ UNCH    2 0
 QJ0029
 QJ0029.Superseded values are not recommended for survey control.
 QJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0029.See file dsdata.txt to determine how the superseded data were derived.
 QJ0029
 QJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK809932(NAD 83)
 QJ0029_MARKER: DB = BENCH MARK DISK
 QJ0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QJ0029_SP_SET: BRIDGE
 QJ0029_STAMPING: D 80 1934
 QJ0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0029
 QJ0029  HISTORY     - Date     Condition        Report By
 QJ0029  HISTORY     - 1934     MONUMENTED       CGS
 QJ0029  HISTORY     - 1953     GOOD             NGS
 QJ0029  HISTORY     - 19990803 GOOD             USPSQD
 QJ0029
 QJ0029                          STATION DESCRIPTION
 QJ0029
 QJ0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QJ0029'1.7 MI W FROM FLANDERS.
 QJ0029'1.7 MILES WEST ALONG STATE HIGHWAY 32 FROM THE ROAD FORK AT
 QJ0029'FLANDERS, ALPENA COUNTY, AT THE CONCRETE BRIDGE OVER UPPER SOUTH
 QJ0029'BRANCH THUNDER BAY RIVER, IN THE TOP OF THE SOUTHWEST WINGWALL,
 QJ0029'22.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 QJ0029'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED D 80 1934.
 QJ0029
 QJ0029                          STATION RECOVERY (1999)
 QJ0029
 QJ0029'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0035 ***********************************************************************
 PL0035  DESIGNATION -  D 81
 PL0035  PID         -  PL0035
 PL0035  STATE/COUNTY-  MI/OSCODA
 PL0035  USGS QUAD   -  ISLAND LAKE (1972)
 PL0035
 PL0035                         *CURRENT SURVEY CONTROL
 PL0035  ___________________________________________________________________
 PL0035* NAD 83(1986)-  44 35 21.     (N)    084 07 48.     (W)     SCALED    
 PL0035* NAVD 88     -       378.217  (meters)    1240.87   (feet)  ADJUSTED  
 PL0035  ___________________________________________________________________
 PL0035  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PL0035  DYNAMIC HT  -         378.165 (meters)    1240.70  (feet)  COMP
 PL0035  MODELED GRAV-     980,468.5   (mgal)                       NAVD 88
 PL0035
 PL0035  VERT ORDER  -  SECOND    CLASS 0
 PL0035
 PL0035.The horizontal coordinates were scaled from a topographic map and have
 PL0035.an estimated accuracy of +/- 6 seconds.
 PL0035
 PL0035.The orthometric height was determined by differential leveling
 PL0035.and adjusted by the National Geodetic Survey in June 1991..
 PL0035
 PL0035.The geoid height was determined by GEOID03.
 PL0035
 PL0035.The dynamic height is computed by dividing the NAVD 88
 PL0035.geopotential number by the normal gravity value computed on the
 PL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0035.degrees latitude (g = 980.6199 gals.).
 PL0035
 PL0035.The modeled gravity was interpolated from observed gravity values.
 PL0035
 PL0035;                    North         East    Units  Estimated Accuracy
 PL0035;SPC MI C     -   141,430.    6,018,790.      MT  (+/- 180 meters Scaled)
 PL0035
 PL0035                          SUPERSEDED SURVEY CONTROL
 PL0035
 PL0035  NGVD 29 (??/??/92)  378.350  (m)         1241.30   (f) ADJ UNCH    2 0
 PL0035
 PL0035.Superseded values are not recommended for survey control.
 PL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0035.See file dsdata.txt to determine how the superseded data were derived.
 PL0035
 PL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ278413(NAD 83)
 PL0035_MARKER: DB = BENCH MARK DISK
 PL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0035_STAMPING: D 81 1934
 PL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0035+STABILITY: SURFACE MOTION
 PL0035
 PL0035  HISTORY     - Date     Condition        Report By
 PL0035  HISTORY     - 1934     MONUMENTED       CGS
 PL0035  HISTORY     - 1950     GOOD             NGS
 PL0035  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0035
 PL0035                          STATION DESCRIPTION
 PL0035
 PL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PL0035'4.2 MI S FROM MIO.
 PL0035'4.2 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0035'MIO, OSCODA COUNTY, 41 FEET SOUTH OF THE SOUTH END OF A 3-FOOT
 PL0035'CUT, 41 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET EAST
 PL0035'OF A WIRE FENCE, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 PL0035'STAMPED D 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0035
 PL0035                          STATION RECOVERY (2001)
 PL0035
 PL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0087 ***********************************************************************
 PK0087  DESIGNATION -  D 82
 PK0087  PID         -  PK0087
 PK0087  STATE/COUNTY-  MI/IOSCO
 PK0087  USGS QUAD   -  WHITTEMORE (1968)
 PK0087
 PK0087                         *CURRENT SURVEY CONTROL
 PK0087  ___________________________________________________________________
 PK0087* NAD 83(1986)-  44 14 05.     (N)    083 48 12.     (W)     SCALED    
 PK0087* NAVD 88     -       236.946  (meters)     777.38   (feet)  ADJUSTED  
 PK0087  ___________________________________________________________________
 PK0087  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0087  DYNAMIC HT  -         236.911 (meters)     777.27  (feet)  COMP
 PK0087  MODELED GRAV-     980,464.4   (mgal)                       NAVD 88
 PK0087
 PK0087  VERT ORDER  -  SECOND    CLASS 0
 PK0087
 PK0087.The horizontal coordinates were scaled from a topographic map and have
 PK0087.an estimated accuracy of +/- 6 seconds.
 PK0087
 PK0087.The orthometric height was determined by differential leveling
 PK0087.and adjusted by the National Geodetic Survey in June 1991..
 PK0087
 PK0087.The geoid height was determined by GEOID03.
 PK0087
 PK0087.The dynamic height is computed by dividing the NAVD 88
 PK0087.geopotential number by the normal gravity value computed on the
 PK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0087.degrees latitude (g = 980.6199 gals.).
 PK0087
 PK0087.The modeled gravity was interpolated from observed gravity values.
 PK0087
 PK0087;                    North         East    Units  Estimated Accuracy
 PK0087;SPC MI C     -   102,170.    6,045,000.      MT  (+/- 180 meters Scaled)
 PK0087
 PK0087                          SUPERSEDED SURVEY CONTROL
 PK0087
 PK0087  NGVD 29 (??/??/92)  237.120  (m)          777.95   (f) ADJ UNCH    2 0
 PK0087
 PK0087.Superseded values are not recommended for survey control.
 PK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0087.See file dsdata.txt to determine how the superseded data were derived.
 PK0087
 PK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK761017(NAD 83)
 PK0087_MARKER: DB = BENCH MARK DISK
 PK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0087_STAMPING: D 82 1934
 PK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0087+STABILITY: SURFACE MOTION
 PK0087
 PK0087  HISTORY     - Date     Condition        Report By
 PK0087  HISTORY     - 1934     MONUMENTED       CGS
 PK0087  HISTORY     - 1965     MARK NOT FOUND   USGS
 PK0087  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0087  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PK0087
 PK0087                          STATION DESCRIPTION
 PK0087
 PK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0087'AT WHITTEMORE.
 PK0087'AT WHITTEMORE, IOSCO COUNTY, ON STATE HIGHWAY 65, AT THE NORTH
 PK0087'END OF THE CONCRETE PAVEMENT, 57 YARDS NORTH OF A TWO-STORY
 PK0087'BRICK HOME WEST OF THE HIGHWAY, 18 FEET WEST OF THE WEST EDGE
 PK0087'OF THE CONCRETE PAVEMENT, AND 1 FOOT LOWER THAN THE ROADWAY.
 PK0087'A STANDARD DISK, STAMPED D 82 1934 AND SET IN THE TOP OF A
 PK0087'CONCRETE POST.
 PK0087
 PK0087                          STATION RECOVERY (1965)
 PK0087
 PK0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 PK0087'MARK NOT FOUND.
 PK0087
 PK0087                          STATION RECOVERY (1983)
 PK0087
 PK0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0087'NOT RECOVERED, PROBABLY DESTROYED WHEN HIGHWAY WAS WIDENED.
 PK0087
 PK0087                          STATION RECOVERY (1988)
 PK0087
 PK0087'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0565 ***********************************************************************
 PL0565  DESIGNATION -  D 83 RESET
 PL0565  PID         -  PL0565
 PL0565  STATE/COUNTY-  MI/OSCODA
 PL0565  USGS QUAD   -  FAIRVIEW (1972)
 PL0565
 PL0565                         *CURRENT SURVEY CONTROL
 PL0565  ___________________________________________________________________
 PL0565* NAD 83(1986)-  44 43 31.     (N)    084 02 50.     (W)     SCALED    
 PL0565* NAVD 88     -       361.11   (meters)    1184.7    (feet)  RESET     
 PL0565  ___________________________________________________________________
 PL0565  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 PL0565
 PL0565  VERT ORDER  -  THIRD
 PL0565
 PL0565.The horizontal coordinates were scaled from a topographic map and have
 PL0565.an estimated accuracy of +/- 6 seconds.
 PL0565
 PL0565.The orthometric height was computed from unverified reset data.
 PL0565.No vertical observational check was made to the station.
 PL0565
 PL0565.The geoid height was determined by GEOID03.
 PL0565
 PL0565;                    North         East    Units  Estimated Accuracy
 PL0565;SPC MI C     -   156,580.    6,025,310.      MT  (+/- 180 meters Scaled)
 PL0565
 PL0565                          SUPERSEDED SURVEY CONTROL
 PL0565
 PL0565  NGVD 29 (03/27/06)  361.25   (m)         1185.2    (f) RESET       3  
 PL0565
 PL0565.Superseded values are not recommended for survey control.
 PL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0565.See file dsdata.txt to determine how the superseded data were derived.
 PL0565
 PL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ338566(NAD 83)
 PL0565_MARKER: DV = VERTICAL CONTROL DISK
 PL0565_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0565_SP_SET: HEADWALL
 PL0565_STAMPING: D 83 RESET 1989
 PL0565_MARK LOGO: NGS   
 PL0565_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0565+STABILITY: SURFACE MOTION
 PL0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0565+SATELLITE: SATELLITE OBSERVATIONS - 1989
 PL0565
 PL0565  HISTORY     - Date     Condition        Report By
 PL0565  HISTORY     - 1989     MONUMENTED       NGS
 PL0565  HISTORY     - 20011205 GOOD             NGS
 PL0565
 PL0565                          STATION DESCRIPTION
 PL0565
 PL0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PL0565'IN THE SE CORNER OF THE SW 1/4 SECTION 14, T-27-N, R-3-E, AND IN THE
 PL0565'TOWN OF FAIRVIEW.  TO REACH FROM THE CAUTION LIGHT IN THE CENTER OF
 PL0565'FAIRVIEW AT THE JUNCTION OF M-72 AND M-33, ONE BLOCK SOUTH OF THE
 PL0565'POST OFFICE, GO EAST ON M-72 FOR 0.27 KM (0.17 MI) TO A SIDEROAD
 PL0565'RIGHT, (MAPLE STREET) AND THE MARK SET IN THE SOUTHWEST QUADRANT OF
 PL0565'THIS INTERSECTION AS DESCRIBED, 12.8 M (42.0 FT) WEST FROM THE CENTER
 PL0565'OF MAPLE STREET, 14.4 M (47.2 FT) EAST FROM THE CENTER OF A DRIVEWAY
 PL0565'FOR HOUSE NUMBER 2090, 8.0 M (26.2 FT) SOUTH FROM CENTER OF STATE
 PL0565'ROUTE M-72 AND 1.0 M (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST AND
 PL0565'A WHITE WOODEN POST FOR MARKING HEADWALL OF CULVERT,  IN THE WEST END
 PL0565'OF THE SOUTH END OF CONCRETE ABUTMENT FOR A 24-INCH CONCRETE CULVERT
 PL0565'UNDER HIGHWAY M-72.  DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC
 PL0565'ADVISOR-MICHIGAN.
 PL0565
 PL0565                          STATION RECOVERY (2001)
 PL0565
 PL0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0565'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0090 ***********************************************************************
 OK0090  DESIGNATION -  D 86
 OK0090  PID         -  OK0090
 OK0090  STATE/COUNTY-  MI/SAGINAW
 OK0090  USGS QUAD   -  SHIELDS (1975)
 OK0090
 OK0090                         *CURRENT SURVEY CONTROL
 OK0090  ___________________________________________________________________
 OK0090* NAD 83(1986)-  43 23 43.     (N)    084 03 13.     (W)     SCALED    
 OK0090* NAVD 88     -       180.535  (meters)     592.31   (feet)  ADJUSTED  
 OK0090  ___________________________________________________________________
 OK0090  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OK0090  DYNAMIC HT  -         180.498 (meters)     592.18  (feet)  COMP
 OK0090  MODELED GRAV-     980,409.8   (mgal)                       NAVD 88
 OK0090
 OK0090  VERT ORDER  -  SECOND    CLASS 0
 OK0090
 OK0090.The horizontal coordinates were scaled from a topographic map and have
 OK0090.an estimated accuracy of +/- 6 seconds.
 OK0090
 OK0090.The orthometric height was determined by differential leveling
 OK0090.and adjusted by the National Geodetic Survey in June 1991..
 OK0090
 OK0090.The geoid height was determined by GEOID03.
 OK0090
 OK0090.The dynamic height is computed by dividing the NAVD 88
 OK0090.geopotential number by the normal gravity value computed on the
 OK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0090.degrees latitude (g = 980.6199 gals.).
 OK0090
 OK0090.The modeled gravity was interpolated from observed gravity values.
 OK0090
 OK0090;                    North         East    Units  Estimated Accuracy
 OK0090;SPC MI S     -   210,570.    4,025,360.      MT  (+/- 180 meters Scaled)
 OK0090
 OK0090                          SUPERSEDED SURVEY CONTROL
 OK0090
 OK0090  NGVD 29 (??/??/92)  180.719  (m)          592.91   (f) ADJ UNCH    2 0
 OK0090
 OK0090.Superseded values are not recommended for survey control.
 OK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0090.See file dsdata.txt to determine how the superseded data were derived.
 OK0090
 OK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP386089(NAD 83)
 OK0090_MARKER: DB = BENCH MARK DISK
 OK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0090_STAMPING: D 86 1934
 OK0090_MARK LOGO: CGS   
 OK0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0090+STABILITY: SURFACE MOTION
 OK0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0090+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0090
 OK0090  HISTORY     - Date     Condition        Report By
 OK0090  HISTORY     - 1934     MONUMENTED       CGS
 OK0090  HISTORY     - 1966     GOOD             USGS
 OK0090  HISTORY     - 19940607 GOOD             USPSQD
 OK0090  HISTORY     - 19950403 GOOD             LOCENG
 OK0090  HISTORY     - 20010808 GOOD             NGS
 OK0090
 OK0090                          STATION DESCRIPTION
 OK0090
 OK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0090'0.6 MI W FROM PAINES.
 OK0090'0.6 MILE WEST ALONG THE MICHIGAN RAILROAD FROM THE STATION AT
 OK0090'PAINES, SAGINAW COUNTY, 70 YARDS WEST OF MILEPOST J 95, 70 FEET
 OK0090'WEST OF THE CENTERLINE OF A CONCRETE HIGHWAY, 30 FEET SOUTH OF
 OK0090'THE SOUTH RAIL, 5.5 FEET NORTH OF A POLE, AND 3 FEET LOWER THAN
 OK0090'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED D 86 1934 AND
 OK0090'SET IN THE TOP OF A CONCRETE POST.
 OK0090
 OK0090                          STATION RECOVERY (1966)
 OK0090
 OK0090'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0090'RECOVERED IN GOOD CONDITION.
 OK0090
 OK0090                          STATION RECOVERY (1994)
 OK0090
 OK0090'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0090'RECOVERED IN GOOD CONDITION.
 OK0090
 OK0090                          STATION RECOVERY (1995)
 OK0090
 OK0090'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0090'DESCRIPTION IS ADEQUATE.  NO GOOD FOR GPS OBSERVATIONS AS IT IS UNDER
 OK0090'A TREE CANOPY.  PLACED CARSONITE WITNESS POST BY STATION.
 OK0090
 OK0090                          STATION RECOVERY (2001)
 OK0090
 OK0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1439 ***********************************************************************
 NE1439  DESIGNATION -  D 86
 NE1439  PID         -  NE1439
 NE1439  STATE/COUNTY-  MI/OAKLAND
 NE1439  USGS QUAD   -  REDFORD (1983)
 NE1439
 NE1439                         *CURRENT SURVEY CONTROL
 NE1439  ___________________________________________________________________
 NE1439* NAD 83(1994)-  42 29 17.93640(N)    083 17 42.25108(W)     ADJUSTED  
 NE1439* NAVD 88     -       211.7    (meters)     695.     (feet)  GPS OBS   
 NE1439  ___________________________________________________________________
 NE1439  X           -     549,999.252 (meters)                     COMP
 NE1439  Y           -  -4,678,446.187 (meters)                     COMP
 NE1439  Z           -   4,285,877.739 (meters)                     COMP
 NE1439  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 NE1439  ELLIP HEIGHT-         177.71  (meters)          (07/12/02) GPS OBS
 NE1439  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NE1439
 NE1439  HORZ ORDER  -  FIRST
 NE1439  ELLP ORDER  -  FOURTH    CLASS I
 NE1439
 NE1439.The horizontal coordinates were established by GPS observations
 NE1439.and adjusted by the National Geodetic Survey in February 1997..
 NE1439
 NE1439.The orthometric height was determined by GPS observations and a
 NE1439.high-resolution geoid model.
 NE1439
 NE1439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1439
 NE1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1439
 NE1439.The ellipsoidal height was determined by GPS observations
 NE1439.and is referenced to NAD 83.
 NE1439
 NE1439.The geoid height was determined by GEOID03.
 NE1439
 NE1439;                    North         East     Units Scale Factor Converg.
 NE1439;SPC MI S     -   110,340.249 4,088,092.123   MT  0.99993071   +0 43 45.3
 NE1439;SPC MI S     -   362,008.69 13,412,375.73   iFT  0.99993071   +0 43 45.3
 NE1439;UTM  17      - 4,706,547.971   311,383.384   MT  1.00003773   -1 33 02.3
 NE1439
 NE1439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1439!SPC MI S     -   0.99997213  x   0.99993071  =   0.99990284
 NE1439!UTM  17      -   0.99997213  x   1.00003773  =   1.00000986
 NE1439
 NE1439:                Primary Azimuth Mark                     Grid Az
 NE1439:SPC MI S     -  DETROIT TV STATION WWJ MAST              093 53 32.5
 NE1439:UTM  17      -  DETROIT TV STATION WWJ MAST              096 10 20.1
 NE1439
 NE1439|---------------------------------------------------------------------|
 NE1439| PID    Reference Object                     Distance      Geod. Az  |
 NE1439|                                                           dddmmss.s |
 NE1439| NE1379 DETROIT TV STATION WWJ MAST         APPROX. 7.4 KM 0943717.8 |
 NE1439| NE1382 DETROIT TV STATION WJBK MAST        APPROX. 7.4 KM 1143830.2 |
 NE1439| NE1375 DETROIT TV STATION WXYZ MAST        APPROX. 4.2 KM 1174004.1 |
 NE1439| NE1437 DETROIT RADIO STA KQG 23 TOWER      APPROX. 3.2 KM 1200617.7 |
 NE1439| CH0958 D 86 RM 1                            25.232 METERS 23053     |
 NE1439| CH0957 D 86 AZ MK                                         2643326.9 |
 NE1439| CH0959 D 86 RM 2                            29.622 METERS 27649     |
 NE1439|---------------------------------------------------------------------|
 NE1439
 NE1439                          SUPERSEDED SURVEY CONTROL
 NE1439
 NE1439  ELLIP H (02/03/97)  177.74   (m)                       GP(       ) 4 1
 NE1439  NAD 83(1986)-  42 29 17.94163(N)    083 17 42.28137(W) AD(       ) 1
 NE1439  NAD 83(1986)-  42 29 17.94236(N)    083 17 42.27899(W) AD(       ) 1
 NE1439  NAD 27      -  42 29 17.81646(N)    083 17 42.52910(W) AD(       ) 1
 NE1439  NGVD 29 (07/16/92)  211.6    (m)          694.     (f) GPS OBS        
 NE1439
 NE1439.Superseded values are not recommended for survey control.
 NE1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1439.See file dsdata.txt to determine how the superseded data were derived.
 NE1439
 NE1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1138306548(NAD 83)
 NE1439_MARKER: DB = BENCH MARK DISK
 NE1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1439_SP_SET: CONCRETE POST
 NE1439_STAMPING: D 86 1957
 NE1439_MARK LOGO: CGS   
 NE1439_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1439+STABILITY: SURFACE MOTION
 NE1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1439+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE1439
 NE1439  HISTORY     - Date     Condition        Report By
 NE1439  HISTORY     - 1957     MONUMENTED       CGS
 NE1439  HISTORY     - 1957     GOOD             CGS
 NE1439  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1439  HISTORY     - 1977     GOOD             NGS
 NE1439  HISTORY     - 1980     GOOD             MIDH
 NE1439  HISTORY     - 19910318 GOOD             MIDH
 NE1439  HISTORY     - 19931016 GOOD             WADTRI
 NE1439  HISTORY     - 19931030 GOOD             LOCENG
 NE1439  HISTORY     - 19941012 GOOD             LOCENG
 NE1439  HISTORY     - 20030818 MARK NOT FOUND   USGS
 NE1439  HISTORY     - 20060321 POOR             INDIV
 NE1439  HISTORY     - 20060321 MARK NOT FOUND   INDIV
 NE1439
 NE1439                          STATION DESCRIPTION
 NE1439
 NE1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1439'THE STATION IS LOCATED AT THE U.S. ARMY NIKE SITE D 86, ABOUT 11
 NE1439'MILES NORTH- NORTHWEST OF
 NE1439'DEARBORN, ABOUT 10 MILES SOUTH OF PONTIAC, ABOUT 1.5 MILES NORTHWEST
 NE1439'OF SOUTHFIELD, ON U.S. GOVERNMENT
 NE1439'PROPERTY.  IT IS 16 FEET SOUTH OF A WHITE WITNESS POST AND
 NE1439'WIRE FENCE, 37 FEET NORTHEAST OF THE CENTERLINE
 NE1439'OF A TRACK ROAD, 170 FEET SOUTH-SOUTHWEST
 NE1439'OF A FENCE CORNER AND 274 FEET NORTH-NORTHWEST OF A SMALL CONCRETE
 NE1439'BLOCK BUILDING.  THE MONUMENT IS
 NE1439'FLUSH AND THE DISK IS STAMPED D 86 1957.
 NE1439'
 NE1439'TO REACH THE STATION FROM U.S. HIGHWAY 24 (TELEGRAPH ROAD) AND TEN
 NE1439'MILE ROAD IN THE WEST EDGE
 NE1439'OF SOUTHFIELD, GO NORTH ON HIGHWAY 24 FOR 1.0 MILE TO A GRAVELED
 NE1439'CROSSROAD (ELEVEN MILE ROAD).  TURN
 NE1439'LEFT AND GO WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO
 NE1439'THE ENTRANCE GATE INTO THE NIKE SITE*.  TURN
 NE1439'RIGHT AND GO NORTH AND NORTHEAST ON A
 NE1439'PAVED ROAD FOR 0.1 MILE TO THE END OF THE PAVEMENT.  CONTINUE
 NE1439'NORTHEAST ACROSS GRASS FOR ABOUT
 NE1439'0.05 MILE TO THE STATION.
 NE1439'
 NE1439'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON ELEVEN
 NE1439'MILE ROAD FOR 0.45 MILE TO A
 NE1439'PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.15
 NE1439'MILE TO THE ENTRANCE GATE INTO
 NE1439'THE BARRACKS AREA OF D 86 AND THE MARK ON THE RIGHT
 NE1439'AT THE SOUTHEAST CORNER OF A WIRE FENCE.
 NE1439'
 NE1439'REFERENCE MARK 1 IS FLUSH AND THE DISK IS STAMPED D 86 NO 1 1957.
 NE1439'
 NE1439'REFERENCE MARK 2 1 FOOT SOUTH OF THE FENCE, IS FLUSH AND THE DISK IS
 NE1439'STAMPED D 86 NO 2 1957.
 NE1439'
 NE1439'THE AZIMUTH MARK IS 24 FEET EAST OF A PAVED ROAD, 2 FEET NORTH OF A
 NE1439'WHITE WITNESS POST, 1
 NE1439'FOOT EAST OF A FENCE AND 2 FEET NORTH OF THE FENCE CORNER.  THE
 NE1439'MONUMENT PROJECTS 1 INCH AND THE
 NE1439'DISK IS STAMPED D 86 1957.
 NE1439'
 NE1439'THE UNMARKED BENCH MARK IS SET NEAR THE SOUTHEAST CORNER OF THE WIRE
 NE1439'FENCE THE ENCLOSES THE NIKE
 NE1439'SITE, 9 FEET NORTH OF A FENCE, 9 FEET WEST OF THE FENCE AND 12 FEET
 NE1439'NORTHWEST OF THE FENCE CORNER.  THE
 NE1439'MONUMENT IS A 6 INCH CONCRETE CYLINDER WITH A 1
 NE1439'INCH IRON PIPE SET IN THE CENTER AND PROJECTS 5
 NE1439'INCHES.
 NE1439'
 NE1439'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1439
 NE1439                          STATION RECOVERY (1957)
 NE1439
 NE1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1439'RECOVERED IN GOOD CONDITION.
 NE1439
 NE1439                          STATION RECOVERY (1964)
 NE1439
 NE1439'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1439'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 NE1439'THE DISTANCES TO ALL MARKS
 NE1439'CHECKED.  THE DIRECTIONS TO REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 NE1439'MARK CHECKED.  THE DIRECTION TO
 NE1439'THE UNMARKED B.M. DID NOT CHECK BY 13.5 SECONDS.
 NE1439'
 NE1439'THE DESCRIPTIONS ARE ADEQUATE.
 NE1439'
 NE1439'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 NE1439
 NE1439                          STATION RECOVERY (1977)
 NE1439
 NE1439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1439'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1439'REFERENCE MARKS AND AZIMUTH MARK WERE NOT SEARCHED FOR.  THE NIKE
 NE1439'MISSILE SITE IS NO LONGER IN EXISTENCE, BUT THE ORIGINAL FENCE IS
 NE1439'STILL IN PLACE AND THE AREA IS NOW USED AS A PARK AND PLAYGROUND.
 NE1439'THE STATION IS LOCATED AT THE NORTH END OF THE PARK AREA, INSIDE
 NE1439'THE FENCED ENCLOSURE.  SOME OF THE OLD MILITARY BUILDINGS ARE
 NE1439'STILL STANDING.
 NE1439'
 NE1439'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NW OF
 NE1439'SOUTHFIELD.
 NE1439
 NE1439                          STATION RECOVERY (1980)
 NE1439
 NE1439'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1439'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 NE1439'CONDITION.  REFERENCE MARK 1 AND THE UNMARKED BENCH MARK WERE SEARCHED
 NE1439'FOR BUT COULD NOT BE FOUND.  THE DIRECTIONS AND DISTANCES WERE NOT
 NE1439'CHECKED.  THE TO REACH AND DESCRIPTION WERE ADEQUATE.
 NE1439
 NE1439                          STATION RECOVERY (1991)
 NE1439
 NE1439'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE1439'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHWEST 1/4 OF SECTION
 NE1439'17, T-1-N, R-10-E, SOUTHFIELD TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT
 NE1439'10-1/2 MILES SOUTH OF PONTIAC, 4-3/4 MILES NORTHEAST OF FARMINGTON,
 NE1439'1/2 MILE WEST OF THE INTERSTATE HIGHWAY 696 AND TELEGRAPH ROAD
 NE1439'INTERCHANGE, AT THE NORTHWEST SIDE OF SOUTHFIELD, AND ON THE REDFORD
 NE1439'QUADRANGLE MAP.  THE STATION IS AT THE OPTIMIST PARK ON ELEVEN MILE
 NE1439'ROAD.  THE PROPERTY OWNER IS THE SOUTHFIELD PARKS AND RECREATION
 NE1439'DEPARTMENT, MAIN OFFICE, 26000 EVERGREEN ROAD, SOUTHFIELD (313)
 NE1439'354-9603.
 NE1439'TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 696 AND TELEGRAPH
 NE1439'ROAD INTERCHANGE, GO SOUTH ON TELEGRAPH ROAD FOR 0.5 MI (0.8 KM) TO A
 NE1439'T-INTERSECTION ON THE RIGHT, (SWANSON ROAD).  TURN RIGHT ON SWANSON
 NE1439'ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO WHERE SWANSON ROAD ENDS AT
 NE1439'FRANKLIN ROAD.  TURN RIGHT ON FRANKLIN ROAD AND GO NORTHERLY FOR 0.2
 NE1439'MI (0.3 KM) TO THE JUNCTION OF ELEVEN MILE ROAD.  BEAR LEFT ONTO
 NE1439'ELEVEN MILE ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO OPTIMIST PARK ON
 NE1439'THE RIGHT.  TURN RIGHT INTO DRIVE AND GO NORTH TO THE END OF THE
 NE1439'PARKING LOT AND A GATE.  PACK ACROSS FIELD FOR ABOUT 300 FEET TO THE
 NE1439'STAION AS DESCRIBED.
 NE1439'STATION IS SET FLUSH WITH THE GROUND. IT IS 103 FT (31.4 M) WEST FROM
 NE1439'THE FENCE AROUND A TENNIS COURT, 61 FT (18.6 M) NORTHEAST OF THE
 NE1439'FENCE CORNER AROUND A LARGE CONCRETE PILLAR (LEFT FROM REMAINS OF THE
 NE1439'NIKE SITE), AND 3 FT (0.9 M) SOUTH OF A JOGGING PATH.
 NE1439
 NE1439                          STATION RECOVERY (1993)
 NE1439
 NE1439'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1439'RECOVERED AS DESCRIBED.
 NE1439
 NE1439                          STATION RECOVERY (1993)
 NE1439
 NE1439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (KS)
 NE1439'RECOVERED AS DESCRIBED.
 NE1439
 NE1439                          STATION RECOVERY (1994)
 NE1439
 NE1439'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE1439'RECOVERED AS DESCRIBED.
 NE1439
 NE1439                          STATION RECOVERY (2003)
 NE1439
 NE1439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MD)
 NE1439'ALL TRACES OF THE NIKE MISSLE SITE AND PARK ARE GONE. 2 OFFICE
 NE1439'BUILDING HAVE BEEN BUILT IN THAT LOCATION DESTROYING THE CONTROL POINT
 NE1439'AND BOTH REFERENCE MARKS. THE AZIMUTH MARK DOWN THE ROAD AT THE
 NE1439'ENTRANCE TO PRESENT DAY ARMY/NAVY RESERVE CENTER MAY STILL BE THERE
 NE1439'BUT WOULD BE UNDER A COUPLE FEET OF LANDSCAPING.
 NE1439
 NE1439                          STATION RECOVERY (2006)
 NE1439
 NE1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1439'DESTROYED
 NE1439
 NE1439                          STATION RECOVERY (2006)
 NE1439
 NE1439'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0322 ***********************************************************************
 PL0322  DESIGNATION -  D 87
 PL0322  PID         -  PL0322
 PL0322  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0322  USGS QUAD   -  
 PL0322
 PL0322                         *CURRENT SURVEY CONTROL
 PL0322  ___________________________________________________________________
 PL0322* NAD 83(1986)-  44 45 36.     (N)    085 30 50.     (W)     SCALED    
 PL0322* NAVD 88     -       182.617  (meters)     599.14   (feet)  ADJUSTED  
 PL0322  ___________________________________________________________________
 PL0322  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 PL0322  DYNAMIC HT  -         182.605 (meters)     599.10  (feet)  COMP
 PL0322  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 PL0322
 PL0322  VERT ORDER  -  FIRST     CLASS II
 PL0322
 PL0322.The horizontal coordinates were scaled from a topographic map and have
 PL0322.an estimated accuracy of +/- 6 seconds.
 PL0322
 PL0322.The orthometric height was determined by differential leveling
 PL0322.and adjusted by the National Geodetic Survey in June 1991..
 PL0322
 PL0322.The geoid height was determined by GEOID03.
 PL0322
 PL0322.The dynamic height is computed by dividing the NAVD 88
 PL0322.geopotential number by the normal gravity value computed on the
 PL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0322.degrees latitude (g = 980.6199 gals.).
 PL0322
 PL0322.The modeled gravity was interpolated from observed gravity values.
 PL0322
 PL0322;                    North         East    Units  Estimated Accuracy
 PL0322;SPC MI C     -   161,030.    5,909,180.      MT  (+/- 180 meters Scaled)
 PL0322
 PL0322                          SUPERSEDED SURVEY CONTROL
 PL0322
 PL0322  NGVD 29 (??/??/92)  182.722  (m)          599.48   (f) ADJ UNCH    1 2
 PL0322
 PL0322.Superseded values are not recommended for survey control.
 PL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0322.See file dsdata.txt to determine how the superseded data were derived.
 PL0322
 PL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ176573(NAD 83)
 PL0322_MARKER: DB = BENCH MARK DISK
 PL0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0322_STAMPING: D 87 1934
 PL0322_MARK LOGO: CGS   
 PL0322_PROJECTION: PROJECTING 15 CENTIMETERS
 PL0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0322+STABILITY: SURFACE MOTION
 PL0322
 PL0322  HISTORY     - Date     Condition        Report By
 PL0322  HISTORY     - 1934     MONUMENTED       CGS
 PL0322  HISTORY     - 1971     GOOD             NGS
 PL0322  HISTORY     - 1984     GOOD             NGS
 PL0322  HISTORY     - 1990     GOOD             USPSQD
 PL0322  HISTORY     - 20060316 GOOD             GEOCAC
 PL0322
 PL0322                          STATION DESCRIPTION
 PL0322
 PL0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 PL0322'5.4 MI E FROM TRAVERSE CITY.
 PL0322'5.4 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0322'STATION AT TRAVERSE CITY, AT THE CROSSING OF OLD HIGHWAY 31, 71.0
 PL0322'FT. WEST OF THE INTERSECTION OF THE RAILROAD AND OLD HIGHWAY 31,
 PL0322'37.0 FT. NORTHWEST OF THE NORTH RAIL, AND 8.8 FT. SOUTHWEST OF
 PL0322'POLE NO. E 225.  A STANDARD DISK, STAMPED D 87 1934 AND SET IN
 PL0322'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
 PL0322
 PL0322                          STATION RECOVERY (1984)
 PL0322
 PL0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0322'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  1.9 KM
 PL0322'(1.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0322'STATE ROUTE M 72 IN ACME, TO THE MARK ON THE LEFT, 27.3 METERS
 PL0322'(89.4 FT) SOUTHEAST OF THE CENTERLINE OF HIGHWAY 31 (SLOPE
 PL0322'MEASUREMENT), 15.5 METERS (50.8 FT) NORTHWEST OF THE CENTERLINE OF AN
 PL0322'ASPHALT ROAD (OLD HIGHWAY 72) (FIVE MILE ROAD), 10.1 METERS (33.0 FT)
 PL0322'NORTH OF THE NORTH RAIL OF THE CHESAPEAKE-OHIO RAILROAD, 5.5 METERS
 PL0322'(18.0 FT) SOUTH-SOUTHEAST OF A FOUR FEET HIGH WOODEN TELEPHONE CABLE
 PL0322'WARNING POST, AND 2.7 METERS (9.0 FT) WEST-SOUTHWEST OF A SIX FEET
 PL0322'HIGH WOODEN PILING WITH A SIGN ATTACHED.
 PL0322'THE MARK IS 0.31 METERS  SW FROM A WITNESS POST.
 PL0322'THE MARK IS 6.1 M ABOVE HIGHWAY 31.
 PL0322
 PL0322                          STATION RECOVERY (1990)
 PL0322
 PL0322'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0322'RECOVERED IN GOOD CONDITION.
 PL0322
 PL0322                          STATION RECOVERY (2006)
 PL0322
 PL0322'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0322'HH2 GPS 44 45 36.5 (N) 085 30 50.0 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1284 ***********************************************************************
 NE1284  DESIGNATION -  D 87
 NE1284  PID         -  NE1284
 NE1284  STATE/COUNTY-  MI/OAKLAND
 NE1284  USGS QUAD   -  WALLED LAKE (1983)
 NE1284
 NE1284                         *CURRENT SURVEY CONTROL
 NE1284  ___________________________________________________________________
 NE1284* NAD 83(1994)-  42 35 49.40441(N)    083 28 19.54578(W)     ADJUSTED  
 NE1284* NAVD 88     -       284.4    (meters)     933.     (feet)  VERTCON   
 NE1284  ___________________________________________________________________
 NE1284  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NE1284  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NE1284
 NE1284  HORZ ORDER  -  SECOND
 NE1284
 NE1284.The horizontal coordinates were established by classical geodetic methods
 NE1284.and adjusted by the National Geodetic Survey in February 1997..
 NE1284
 NE1284.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1284
 NE1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1284
 NE1284.The geoid height was determined by GEOID03.
 NE1284
 NE1284;                    North         East     Units Scale Factor Converg.
 NE1284;SPC MI S     -   122,248.113 4,073,411.696   MT  0.99991944   +0 36 31.6
 NE1284;SPC MI S     -   401,076.49 13,364,211.60   iFT  0.99991944   +0 36 31.6
 NE1284;UTM  17      - 4,719,032.563   297,186.484   MT  1.00010610   -1 40 25.6
 NE1284
 NE1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1284!SPC MI S     -   0.99996069  x   0.99991944  =   0.99988013
 NE1284!UTM  17      -   0.99996069  x   1.00010610  =   1.00006679
 NE1284
 NE1284:                Primary Azimuth Mark                     Grid Az
 NE1284:SPC MI S     -  BONAR                                    020 49 22.5
 NE1284:UTM  17      -  BONAR                                    023 06 19.7
 NE1284
 NE1284|---------------------------------------------------------------------|
 NE1284| PID    Reference Object                     Distance      Geod. Az  |
 NE1284|                                                           dddmmss.s |
 NE1284| NE1288 BONAR                               APPROX. 4.4 KM 0212554.1 |
 NE1284| NE1615 D 87 AZ MK                                         0275615.2 |
 NE1284| NE1613 D 87 RM 1                            27.414 METERS 07459     |
 NE1284| NE1614 D 87 RM 2                            30.430 METERS 21212     |
 NE1284| NE1533 ATT RADIO STATION KQE 91 TOWER      APPROX.18.8 KM 2561412.5 |
 NE1284|---------------------------------------------------------------------|
 NE1284
 NE1284                          SUPERSEDED SURVEY CONTROL
 NE1284
 NE1284  NAD 83(1986)-  42 35 49.40795(N)    083 28 19.57558(W) AD(       ) 2
 NE1284  NAD 27      -  42 35 49.29150(N)    083 28 19.79950(W) AD(       ) 2
 NE1284  NGVD 29 (03/27/91)  284.6    (m)          934.     (f) GPS OBS        
 NE1284
 NE1284.Superseded values are not recommended for survey control.
 NE1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1284.See file dsdata.txt to determine how the superseded data were derived.
 NE1284
 NE1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9718619033(NAD 83)
 NE1284_MARKER: DS = TRIANGULATION STATION DISK
 NE1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1284_SP_SET: CONCRETE POST
 NE1284_STAMPING: D 87 1957 1988
 NE1284_MARK LOGO: CGS   
 NE1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1284+STABILITY: SURFACE MOTION
 NE1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1284+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 NE1284
 NE1284  HISTORY     - Date     Condition        Report By
 NE1284  HISTORY     - 1957     MONUMENTED       CGS
 NE1284  HISTORY     - 1957     GOOD             CGS
 NE1284  HISTORY     - 1980     GOOD             MIDH
 NE1284  HISTORY     - 19890202 GOOD             NGS
 NE1284  HISTORY     - 19900126 GOOD
 NE1284  HISTORY     - 20020504 GOOD             USPSQD
 NE1284  HISTORY     - 20060320 GOOD             INDIV
 NE1284
 NE1284                          STATION DESCRIPTION
 NE1284
 NE1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1284'THE STATION IS ABOUT 6-1/2 MILES EAST OF MILFORD, 4 MILES NORTH OF
 NE1284'THE VILLAGE OF WALLED LAKE, IT
 NE1284'IS 108 FEET EAST OF A CYCLONE FENCE CORNER, 151 FEET
 NE1284'NORTH OF THE CENTERLINE OF A
 NE1284'GRAVELED DRIVEWAY, 18 FEET SOUTHWEST OF A WHITE WITNESS
 NE1284'POST AND 17 FEET SOUTH OF THE CYCLONE FENCE.
 NE1284'THE MONUMENT IS FLUSH AND THE DISK IS
 NE1284'STAMPED D 87 1957.
 NE1284'
 NE1284'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 218
 NE1284'(PONTIAC TRAIL ROAD) AND
 NE1284'WALLED LAKE DRIVE IN THE VILLAGE OF WALLED LAKE, GO NORTH ON HIGHWAY
 NE1284'218 FOR 0.8 MILE TO SOUTH COMMERCE
 NE1284'ROAD.  TURN LEFT ON SOUTH COMMERCE ROAD AND GO NORTH FOR 3.85
 NE1284'MILES TO COMMERCE ROAD, RUNNING EAST AND WEST
 NE1284'IN THE COMMUNITY OF COMMERCE.  CROSS COMMERCE
 NE1284'ROAD AND CONTINUE NORTH ON CARROLL LAKE ROAD FOR 0.5 MILE TO
 NE1284'WISE ROAD.  TURN RIGHT AND GO
 NE1284'EAST ON WISE ROAD FOR 0.5 MILE TO THE ENTRANCE TO THE NIKE SITE ON
 NE1284'THE RIGHT AND THE AZIMUTH MARK IN
 NE1284'THE SOUTHEAST ANGLE OF INTERSECTION.  TURN RIGHT AND GO SOUTH ON
 NE1284'THE GRAVELED DRIVEWAY FOR 0.1 MILE TO
 NE1284'A CYCLONE FENCE GATE.  PASS THROUGH GATE AND CONTINUE
 NE1284'SOUTH FOR ABOUT 100 FEET TO A GRAVEL T-DRIVEWAY
 NE1284'INTERSECTION.  TURN RIGHT AND GO
 NE1284'WEST ON THE DRIVEWAY FOR ABOUT 0.05 MILE TO THE STATION ON THE
 NE1284'RIGHT.
 NE1284'
 NE1284'REFERENCE MARK 1 IS 149 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY
 NE1284'AND 1 FOOT SOUTH OF THE
 NE1284'CYCLONE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED D 57 NO
 NE1284'1 1957.
 NE1284'
 NE1284'REFERENCE MARK 2 AND THE DISK IS STAMPED D 87 NO 2 1957.
 NE1284'
 NE1284'THE AZIMUTH MARK IS 100 FEET SOUTHEAST OF THE INTERSECTION OF WISE
 NE1284'ROAD AND DRIVEWAY 23 FEET SOUTH
 NE1284'OF THE CENTERLINE OF WISE ROAD, 12 FEET WEST OF A
 NE1284'WILD CHERRY TREE AND 2 FEET WEST
 NE1284'OF A WHITE WITNESS POST.  THE MONUMENT PROJECTS 2
 NE1284'INCHES AND THE DISK IS STAMPED D 57 1957.
 NE1284'
 NE1284'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1284
 NE1284                          STATION RECOVERY (1957)
 NE1284
 NE1284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 NE1284'RECOVERED IN GOOD CONDITION.
 NE1284
 NE1284                          STATION RECOVERY (1980)
 NE1284
 NE1284'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1284'THE STATION WAS FOUND WITH THE DISK REMOVED HOWEVER THE SHANK IS STILL
 NE1284'IN PLACE AND SEEMS TO BE IN GOOD CONDITION.  REFERENCE MARK 1 AND THE
 NE1284'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 WAS
 NE1284'SEARCHED FOR BUT COULD NOT BE FOUND.  THE DIRECTIONS AND DISTANCES
 NE1284'WERE NOT CHECKED.  THE TO REACH IS ADEQUATE.  THE STATION IS ON AN OLD
 NE1284'NIKE SITE NOW BEING USED BY THE DNR YOUTH GROUP.  PERMISSION MUST BE
 NE1284'OBTAINED TO USE THE STATION.  THE ENCLOSING FENCE IS LOCKED AT NIGHT
 NE1284'PERMISSION MAY BE OBTAINED BY TELEPHONING ROBERT FREEMAN OF THE
 NE1284'DNR AT 517 322 1300
 NE1284
 NE1284                          STATION RECOVERY (1989)
 NE1284
 NE1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE1284'THE STATION IS LOCATED ABOUT 10.5 KM (6.50 MI) EAST OF MILFORD AND 6.4
 NE1284'KM (4.00 MI) NORTH OF WALLED LAKE, AT THE MICHIGAN CONSERVATION CORPS,
 NE1284'PROUD LAKE UNIT.  OWNERSHIP--STATE OF MICHIGAN.  JOANNE STRITMATTER
 NE1284'(SUPERINTENDENT). PHONE IS (313)363-0003.
 NE1284'TO REACH THE STATION FROM THE JUNCTION OF UNION LAKE ROAD AND COOLEY
 NE1284'LAKE ROAD WEST, AT THE EAST EDGE OF COMMERCE, GO SOUTH ON UNION LAKE
 NE1284'ROAD FOR 1.22 KM (0.75 MI) TO A STOPLIGHT AND PAVED ROAD ON THE RIGHT.
 NE1284'TURN RIGHT AND GO WEST ON WISE ROAD FOR 2.24 KM (1.40 MI) TO A PAVED
 NE1284'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD TO THE
 NE1284'MICHIGAN CONSERVATION CORPS, PROUD LAKE UNIT FOR 0.23 KM (0.15 MI)
 NE1284'PASSING THROUGH A GATE TO A PAVED T-JUNCTION.  TURN RIGHT AND GO WEST
 NE1284'ON THE PAVED ROAD FOR 0.07 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 NE1284'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE1284'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 45.7 M (149.9 FT)
 NE1284'NORTH OF THE CENTER OF THE ROAD, 32.9 M (107.9 FT) EAST OF A FENCE
 NE1284'CORNER AND 5.2 M (17.1 FT) SOUTH OF A FENCE AND CARSONITE WITNESS
 NE1284'POST.
 NE1284'NOTE-THIS STATION WAS USED AS A GPS STATION BY THE MICHIGAN DEPARTMENT
 NE1284'OF TRANSPORTATION.
 NE1284'NOTE-BE SURE AND CONTACT JOANNE STRITMATTER, BEFORE OBSERVING STATION
 NE1284'DESCRIBED BY E.J. HANSMANN
 NE1284
 NE1284                          STATION RECOVERY (1990)
 NE1284
 NE1284'RECOVERED 1990
 NE1284'RECOVERED IN GOOD CONDITION.
 NE1284
 NE1284                          STATION RECOVERY (2002)
 NE1284
 NE1284'RECOVERY NOTE BY US POWER SQUADRON 2002 (GHL)
 NE1284'FOUND AZIMUTH, DRIVEWAY IS NOW ASPHALT, REFERENCE MARK 1 AND 2 NOT
 NE1284'FOUND.
 NE1284
 NE1284                          STATION RECOVERY (2006)
 NE1284
 NE1284'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1284'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1610 ***********************************************************************
 NE1610  DESIGNATION -  D 87 RESET
 NE1610  PID         -  NE1610
 NE1610  STATE/COUNTY-  MI/OAKLAND
 NE1610  USGS QUAD   -  WALLED LAKE (1983)
 NE1610
 NE1610                         *CURRENT SURVEY CONTROL
 NE1610  ___________________________________________________________________
 NE1610* NAD 83(1994)-  42 35 49.40396(N)    083 28 19.54282(W)     ADJUSTED  
 NE1610* NAVD 88     -       284.4    (meters)     933.     (feet)  GPS OBS   
 NE1610  ___________________________________________________________________
 NE1610  X           -     534,619.316 (meters)                     COMP
 NE1610  Y           -  -4,672,061.905 (meters)                     COMP
 NE1610  Z           -   4,294,827.108 (meters)                     COMP
 NE1610  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 NE1610  ELLIP HEIGHT-         250.64  (meters)          (07/12/02) GPS OBS
 NE1610  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NE1610
 NE1610  HORZ ORDER  -  FIRST
 NE1610  ELLP ORDER  -  FOURTH    CLASS I
 NE1610
 NE1610.The horizontal coordinates were established by GPS observations
 NE1610.and adjusted by the National Geodetic Survey in February 1997..
 NE1610
 NE1610.The orthometric height was determined by GPS observations and a
 NE1610.high-resolution geoid model.
 NE1610
 NE1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1610
 NE1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1610
 NE1610.The ellipsoidal height was determined by GPS observations
 NE1610.and is referenced to NAD 83.
 NE1610
 NE1610.The geoid height was determined by GEOID03.
 NE1610
 NE1610;                    North         East     Units Scale Factor Converg.
 NE1610;SPC MI S     -   122,248.099 4,073,411.763   MT  0.99991944   +0 36 31.6
 NE1610;SPC MI S     -   401,076.44 13,364,211.82   iFT  0.99991944   +0 36 31.6
 NE1610;UTM  17      - 4,719,032.547   297,186.551   MT  1.00010610   -1 40 25.6
 NE1610
 NE1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1610!SPC MI S     -   0.99996069  x   0.99991944  =   0.99988014
 NE1610!UTM  17      -   0.99996069  x   1.00010610  =   1.00006679
 NE1610
 NE1610                          SUPERSEDED SURVEY CONTROL
 NE1610
 NE1610  ELLIP H (02/03/97)  250.67   (m)                       GP(       ) 4 1
 NE1610  NAD 83(1986)-  42 35 49.40869(N)    083 28 19.57330(W) AD(       ) 1
 NE1610  NAD 83(1986)-  42 35 49.40795(N)    083 28 19.57558(W) AD(       ) 2
 NE1610  NGVD 29 (09/03/91)  284.6    (m)          934.     (f) GPS OBS        
 NE1610
 NE1610.Superseded values are not recommended for survey control.
 NE1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1610.See file dsdata.txt to determine how the superseded data were derived.
 NE1610
 NE1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9718719033(NAD 83)
 NE1610_MARKER: DS = TRIANGULATION STATION DISK
 NE1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1610_SP_SET: SQUARE CONCRETE MONUMENT
 NE1610_STAMPING: D 87 1957 1988
 NE1610_MARK LOGO: NGS   
 NE1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1610+STABILITY: SURFACE MOTION
 NE1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1610+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2006
 NE1610
 NE1610  HISTORY     - Date     Condition        Report By
 NE1610  HISTORY     - 1988     MONUMENTED       NGS
 NE1610  HISTORY     - 19880608 SEE DESCRIPTION  NGS
 NE1610  HISTORY     - 19910625 GOOD             NGS
 NE1610  HISTORY     - 19930311 GOOD             MIDT
 NE1610  HISTORY     - 19931016 GOOD             WADTRI
 NE1610  HISTORY     - 20060320 GOOD             INDIV
 NE1610
 NE1610                          STATION DESCRIPTION
 NE1610
 NE1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 NE1610'STATION IS LOCATED IN QUAD. 420831.  THE DESIGNATED MARK WAS RECOVERED
 NE1610'WITH CHANGES NOTED BELOW.  THE SURFACE DISK FOR THE STATION MARK HAD
 NE1610'BEEN PRYED OFF AT THE TOP OF THE STEM, BUT THE MONUMENT ITSELF WAS IN
 NE1610'GOOD SHAPE.  REFERENCE MARKS 1 AND 2 WERE RECOVERED AS WAS THE
 NE1610'AZIMUTH MARK, IN GOOD CONDITION.  SOME CLEARING WILL HAVE TO BE DONE
 NE1610'IN ORDER TO SIGHT BACK TO THE AZIMUTH MARK FROM THE STATION.  A NEW
 NE1610'SURFACE MARK WAS ESTABLISHED FOR THE STATION AT THIS TIME.  A NEW AND
 NE1610'COMPLETE DESCRIPTION FOLLOWS.
 NE1610'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST OF MILFORD, 6.4 KM
 NE1610'(4.0 MI) NORTH OF WALLED LAKE, NOW ON PROPERTY OF THE MICHIGAN DEPT.
 NE1610'OF NATURAL RESOURCES AND AT THE MICHIGAN CONSERVATION CORPS RESIDENT
 NE1610'CAMP - PROUD LAKE UNIT.
 NE1610'TO REACH THE STATION FROM THE JUNCTION OF UNION LAKE ROAD AND COOLEY
 NE1610'LAKE ROAD WEST, AT THE EAST SIDE OF THE VILLAGE OF COMMERCE, GO SOUTH
 NE1610'ON UNION LAKE ROAD FOR 1.22 KM (0.76 MI) TO A SIDE ROAD RIGHT, WISE
 NE1610'ROAD.  TURN RIGHT AND GO WEST ON WISE ROAD FOR 2.24 KM (1.39 MI) TO
 NE1610'THE ENTRANCE ROAD TO THE MICHIGAN CONSERVATION CORPS, PROUD LAKE
 NE1610'UNIT, ON THE LEFT AND THE AZIMUTH MARK.  TURN LEFT INTO THE ENTRANCE
 NE1610'ROAD AND GO SOUTH FOR 0.16 KM (0.10 MI) TO A GATE IN THE CYCLONE
 NE1610'FENCE AROUND THE COMPLEX.  CONTINUE SOUTH THRU GATE FOR ABOUT 100
 NE1610'FEET TO A SIDE ROAD RIGHT AND A SIGN, REPAIR SHOP RIGHT-OFFICE LEFT.
 NE1610'TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO A CURVE BACK TO THE
 NE1610'SOUTH AND THE STATION ON RIGHT AS DESCRIBED.
 NE1610'THE STATION IS CEMENTED IN A DRILL HOLE IN THE TOP OF THE SQUARE
 NE1610'CONCRETE MONUMENT 30 CM ON A SIDE, FLUSH WITH GROUND.  IT IS LOCATED
 NE1610'32.918 M (107.998 FT) EAST FROM A FENCE CORNER, 45.720 M
 NE1610'(150.000 FT) NORTH FROM THE CENTER OF THE PAVED ROAD, 5.182 M
 NE1610'(17.001 FT) SOUTH FROM THE CHAIN LINK FENCE AND A CARSONITE WITNESS
 NE1610'POST.  THE UNDERGROUND MARK IS SET INTO AN IRREGULAR MASS OF CONCRETE
 NE1610'1.0 M (3.3 FT) BELOW THE SURFACE.
 NE1610'THE AZIMUTH MARK HAS BRUSH ON LINE BETWEEN IT AND THE STATION, BUT
 NE1610'COULD BE CLEARED IF NEED BE.  THIS STATION WAS USED IN A GPS PROJECT
 NE1610'BY MIDH AT THIS TIME.
 NE1610'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1610
 NE1610                          STATION RECOVERY (1991)
 NE1610
 NE1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1610'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) EAST OF MILFORD, 6.4 KM
 NE1610'(4.0 MI) NORTH OF WALLED LAKE, AT THE MICHIGAN CONSERVATION CORPS,
 NE1610'PROUD LAKE UNIT.  OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL
 NE1610'RESOURCES, C/O ACTING CAMP DIRECTOR STEPHEN C. FLOYD, MCCC CAMP PROUD
 NE1610'LAKE, 9491 WISE ROAD, UNION LAKE, MI. 48387.  PHONE 313-363-0003 OR
 NE1610'363-6974.
 NE1610'TO REACH THE STATION FROM THE JUNCTION OF UNION LAKE ROAD AND COOLEY
 NE1610'LAKE ROAD WEST, AT THE EAST EDGE OF COMMERCE, GO SOUTH ON UNION LAKE
 NE1610'ROAD FOR 1.22 KM (0.76 MI) TO A STOP LIGHT AND PAVED ROAD ON THE
 NE1610'RIGHT. TURN RIGHT AND GO WEST ON WISE ROAD FOR 2.24 KM (1.39 MI) TO A
 NE1610'PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE ENTRANCE ROAD
 NE1610'TO THE MICHIGAN CONSERVATION CORPS, PROUD LAKE UNIT, FOR 0.23 KM
 NE1610'(0.14 MI) PASSING THROUGH A GATE TO A PAVED T-JUNCTION.  TURN RIGHT
 NE1610'AND GO WEST ON THE PAVED ROAD FOR 0.07 KM (0.04 MI) TO THE STATION ON
 NE1610'THE RIGHT.
 NE1610'MONUMENT IS RECESSED 7-CM BELOW THE GROUND.  LOCATED 45.7 M
 NE1610'(149.9 FT) NORTH OF THE CENTER OF THE ROAD, 32.9 M (107.9 FT) EAST OF
 NE1610'A FENCE CORNER AND 5.2 M (17.1 FT) SOUTH OF A FENCE AND CARSONITE
 NE1610'WITNESS POST.
 NE1610
 NE1610                          STATION RECOVERY (1993)
 NE1610
 NE1610'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE1610'STATION IS LOCATED IN QUAD 420831 AND ON THE WALLED LAKE QUADRANGLE
 NE1610'MAP. IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T-2-N, R-8-E, COMMERCE
 NE1610'TOWNSHIP. ABOUT 6.5 MI (10.5 KM) EAST OF MILFORD, 4.0 MI (6.4 KM)
 NE1610'NORTH OF WALLED LAKE, AND AT THE MICHIGAN CONSERVATION CORPS, PROUD
 NE1610'LAKE UNIT (OLD NIKE SITE).  OWNERSHIP--STATE OF MICHIGAN. JOANNE
 NE1610'STRITMATTER (SUPERINTENDENT). PHONE (810) 363-0003. TO REACH FROM THE
 NE1610'INTERSECTION OF UNION LAKE ROAD AND COOLEY LAKE ROAD WEST ON THE EAST
 NE1610'EDGE OF COMMERCE AND THE SOUTHWEST CORNER OF THE VILLAGE OF UNION
 NE1610'LAKE, GO SOUTH ALONG UNION LAKE ROAD FOR 0.75 MI (1.21 KM) TO A
 NE1610'STOPLIGHT AND A PAVED T-ROAD WEST (WISE ROAD). TURN RIGHT AND GO WEST
 NE1610'ALONG WISE ROAD FOR 1.4 MI (2.3 KM) TO A PAVED DRIVE ON THE LEFT. TURN
 NE1610'LEFT INTO DRIVE OF THE MICHIGAN CONSERVATION CORPS AND GO SOUTH FOR
 NE1610'0.15 MI (0.24 KM) PASSING THROUGH A GATE TO A PAVED T-JUNCTION. TURN
 NE1610'RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 NE1610'STATION IS FLUSH WITH THE GROUND SURFACE, 149.9 FT (45.7 M) NORTH FROM
 NE1610'THE CENTER OF A PAVED ROAD INSIDE THE COMPLEX, 107.9 FT (32.9 M) EAST
 NE1610'FROM A FENCE CORNER, 17.1 FT (5.2 M) SOUTH FROM A FENCE AND CARSONITE
 NE1610'WITNESS POST. NOTE--BEFORE OBSERVING STATION CONTACT JOANNE
 NE1610'STRITMATTER, SECURITY MAY BE AN ISSUE. THIS STATION WAS USED AS A GPS
 NE1610'STATION BY MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NE1610
 NE1610                          STATION RECOVERY (1993)
 NE1610
 NE1610'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1610'RECOVERED AS DESCRIBED.
 NE1610
 NE1610                          STATION RECOVERY (2006)
 NE1610
 NE1610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1610'RECOVERED AS DESCRIBED.  VIEWABLE BY SATELLITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0328 ***********************************************************************
 QK0328  DESIGNATION -  D 88
 QK0328  PID         -  QK0328
 QK0328  STATE/COUNTY-  MI/LEELANAU
 QK0328  USGS QUAD   -  
 QK0328
 QK0328                         *CURRENT SURVEY CONTROL
 QK0328  ___________________________________________________________________
 QK0328* NAD 83(1986)-  45 03 20.     (N)    085 43 59.     (W)     SCALED    
 QK0328* NAVD 88     -       183.138  (meters)     600.85   (feet)  ADJUSTED  
 QK0328  ___________________________________________________________________
 QK0328  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 QK0328  DYNAMIC HT  -         183.127 (meters)     600.81  (feet)  COMP
 QK0328  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 QK0328
 QK0328  VERT ORDER  -  SECOND    CLASS 0
 QK0328
 QK0328.The horizontal coordinates were scaled from a topographic map and have
 QK0328.an estimated accuracy of +/- 6 seconds.
 QK0328
 QK0328.The orthometric height was determined by differential leveling
 QK0328.and adjusted by the National Geodetic Survey in June 1991..
 QK0328
 QK0328.The geoid height was determined by GEOID03.
 QK0328
 QK0328.The dynamic height is computed by dividing the NAVD 88
 QK0328.geopotential number by the normal gravity value computed on the
 QK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0328.degrees latitude (g = 980.6199 gals.).
 QK0328
 QK0328.The modeled gravity was interpolated from observed gravity values.
 QK0328
 QK0328;                    North         East    Units  Estimated Accuracy
 QK0328;SPC MI C     -   194,130.    5,892,380.      MT  (+/- 180 meters Scaled)
 QK0328
 QK0328                          SUPERSEDED SURVEY CONTROL
 QK0328
 QK0328  NGVD 29 (??/??/92)  183.245  (m)          601.20   (f) ADJ UNCH    2 0
 QK0328
 QK0328.Superseded values are not recommended for survey control.
 QK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0328.See file dsdata.txt to determine how the superseded data were derived.
 QK0328
 QK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ997899(NAD 83)
 QK0328_MARKER: DB = BENCH MARK DISK
 QK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0328_STAMPING: D 88 1934
 QK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0328+STABILITY: SURFACE MOTION
 QK0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0328+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 QK0328
 QK0328  HISTORY     - Date     Condition        Report By
 QK0328  HISTORY     - 1934     MONUMENTED       CGS
 QK0328  HISTORY     - 20040525 GOOD             USPSQD
 QK0328
 QK0328                          STATION DESCRIPTION
 QK0328
 QK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0328'2.7 MI N FROM LELAND.
 QK0328'2.7 MILES NORTH ALONG STATE HIGHWAY 22 FROM LELAND, LEELANAU
 QK0328'COUNTY, 0.5 MILE WEST OF THE JUNCTION OF COUNTY HIGHWAY 641,
 QK0328'65 YARDS NORTHWEST OF THE EDGE OF LAKE LEELANAU, 50 YARDS NORTH
 QK0328'OF THE APEX OF A CURVE AT THE NORTH END OF THE LAKE, AT THE
 QK0328'EDGE OF A FOREST, 17 YARDS NORTHWEST OF THE CENTERLINE OF THE
 QK0328'HIGHWAY, AND 6 YARDS WEST OF A 16-INCH PINE TREE.  A STANDARD
 QK0328'DISK, STAMPED D 88 1934 AND SET IN THE TOP OF A CONCRETE POST
 QK0328'PROJECTING 1 FOOT ABOVE GROUND.
 QK0328
 QK0328                          STATION RECOVERY (2004)
 QK0328
 QK0328'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0017 ***********************************************************************
 PM0017  DESIGNATION -  D 89
 PM0017  PID         -  PM0017
 PM0017  STATE/COUNTY-  MI/BENZIE
 PM0017  USGS QUAD   -  
 PM0017
 PM0017                         *CURRENT SURVEY CONTROL
 PM0017  ___________________________________________________________________
 PM0017* NAD 83(1986)-  44 37 55.     (N)    086 14 26.     (W)     SCALED    
 PM0017* NAVD 88     -       181.462  (meters)     595.35   (feet)  ADJUSTED  
 PM0017  ___________________________________________________________________
 PM0017  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 PM0017  DYNAMIC HT  -         181.445 (meters)     595.29  (feet)  COMP
 PM0017  MODELED GRAV-     980,520.1   (mgal)                       NAVD 88
 PM0017
 PM0017  VERT ORDER  -  SECOND    CLASS 0
 PM0017
 PM0017.The horizontal coordinates were scaled from a topographic map and have
 PM0017.an estimated accuracy of +/- 6 seconds.
 PM0017
 PM0017.The orthometric height was determined by differential leveling
 PM0017.and adjusted by the National Geodetic Survey in June 1991..
 PM0017
 PM0017.The geoid height was determined by GEOID03.
 PM0017
 PM0017.The dynamic height is computed by dividing the NAVD 88
 PM0017.geopotential number by the normal gravity value computed on the
 PM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0017.degrees latitude (g = 980.6199 gals.).
 PM0017
 PM0017.The modeled gravity was interpolated from observed gravity values.
 PM0017
 PM0017;                    North         East    Units  Estimated Accuracy
 PM0017;SPC MI C     -   147,870.    5,851,330.      MT  (+/- 180 meters Scaled)
 PM0017
 PM0017                          SUPERSEDED SURVEY CONTROL
 PM0017
 PM0017  NGVD 29 (??/??/92)  181.568  (m)          595.69   (f) ADJ UNCH    2 0
 PM0017
 PM0017.Superseded values are not recommended for survey control.
 PM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0017.See file dsdata.txt to determine how the superseded data were derived.
 PM0017
 PM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ602423(NAD 83)
 PM0017_MARKER: DB = BENCH MARK DISK
 PM0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0017_SP_SET: CONCRETE FOUNDATION
 PM0017_STAMPING: D 89 1934
 PM0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0017
 PM0017  HISTORY     - Date     Condition        Report By
 PM0017  HISTORY     - 1934     MONUMENTED       CGS
 PM0017  HISTORY     - 1955     GOOD             NGS
 PM0017  HISTORY     - 19960818 MARK NOT FOUND   USPSQD
 PM0017
 PM0017                          STATION DESCRIPTION
 PM0017
 PM0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0017'AT FRANKFORT.
 PM0017'AT FRANKFORT, BENZIE COUNTY, ON MAIN STREET, AT THE CITY HALL,
 PM0017'IN THE WEST FACE OF THE CONCRETE FOUNDATION, 17 YARDS SOUTH
 PM0017'OF THE CENTERLINE OF THE STREET, 3-1/2 YARDS SOUTH OF THE
 PM0017'NORTHWEST CORNER OF THE BUILDING, 1 INCH BELOW THE TOP OF THE
 PM0017'CONCRETE FOUNDATION, AND 2 INCHES LOWER THAN THE SIDEWALK.  A
 PM0017'STANDARD DISK, STAMPED D 89 1934 AND SET VERTICALLY.
 PM0017
 PM0017                          STATION RECOVERY (1955)
 PM0017
 PM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 PM0017'RECOVERED IN GOOD CONDITION.
 PM0017
 PM0017                          STATION RECOVERY (1996)
 PM0017
 PM0017'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0599 ***********************************************************************
 NE0599  DESIGNATION -  D 9 USLS
 NE0599  PID         -  NE0599
 NE0599  STATE/COUNTY-  MI/WAYNE
 NE0599  USGS QUAD   -  DETROIT (1980)
 NE0599
 NE0599                         *CURRENT SURVEY CONTROL
 NE0599  ___________________________________________________________________
 NE0599* NAD 83(1986)-  42 17 08.     (N)    083 07 21.     (W)     SCALED    
 NE0599* NAVD 88     -       180.094  (meters)     590.86   (feet)  ADJUSTED  
 NE0599  ___________________________________________________________________
 NE0599  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0599  DYNAMIC HT  -         180.039 (meters)     590.68  (feet)  COMP
 NE0599  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 NE0599
 NE0599  VERT ORDER  -  FIRST     CLASS 0
 NE0599
 NE0599.The horizontal coordinates were scaled from a topographic map and have
 NE0599.an estimated accuracy of +/- 6 seconds.
 NE0599
 NE0599.The orthometric height was determined by differential leveling
 NE0599.and adjusted by the National Geodetic Survey in June 1991..
 NE0599.WARNING-Repeat measurements at this control monument indicate possible
 NE0599.vertical movement.
 NE0599
 NE0599.The geoid height was determined by GEOID03.
 NE0599
 NE0599.The dynamic height is computed by dividing the NAVD 88
 NE0599.geopotential number by the normal gravity value computed on the
 NE0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0599.degrees latitude (g = 980.6199 gals.).
 NE0599
 NE0599.The modeled gravity was interpolated from observed gravity values.
 NE0599
 NE0599;                    North         East    Units  Estimated Accuracy
 NE0599;SPC MI S     -    88,020.    4,102,610.      MT  (+/- 180 meters Scaled)
 NE0599
 NE0599                          SUPERSEDED SURVEY CONTROL
 NE0599
 NE0599  NGVD 29 (??/??/??)  180.268  (m)          591.43   (f) ADJUSTED    1 0
 NE0599
 NE0599.Superseded values are not recommended for survey control.
 NE0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0599.See file dsdata.txt to determine how the superseded data were derived.
 NE0599
 NE0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG250836(NAD 83)
 NE0599_MARKER: DD = SURVEY DISK
 NE0599_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0599_SP_SET: SILO WALL
 NE0599_STAMPING: D 9 1932 MCK
 NE0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0599
 NE0599  HISTORY     - Date     Condition        Report By
 NE0599  HISTORY     - 1932     MONUMENTED       USLS
 NE0599  HISTORY     - 1954     GOOD             NGS
 NE0599  HISTORY     - 1980     GOOD             NGS
 NE0599  HISTORY     - 1989     GOOD             USPSQD
 NE0599  HISTORY     - 19990925 GOOD             USPSQD
 NE0599
 NE0599                          STATION DESCRIPTION
 NE0599
 NE0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0599'AT DETROIT.
 NE0599'AT DETROIT, ABOUT 0.45 MILE NORTHEAST ALONG WEST JEFFERSON
 NE0599'AVENUE FROM ITS BRIDGE OVER RIVER ROUGE, IN THE SOUTH PART OF
 NE0599'TOWN, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND HOME STREET,
 NE0599'AT THE ENTRANCE TO PEERLESS PORTLAND CEMENT COMPANY, ABOUT 33
 NE0599'FEET SOUTHEAST OF SOUTHEAST CURB OF JEFFERSON AVENUE, 5 FEET
 NE0599'SOUTHWEST OF SOUTHWEST EDGE OF CONCRETE DRIVE OF ENTRANCE TO
 NE0599'PLANT, INSIDE THE WATCHMANS BOOTH WHICH IS ATTACHED TO THE NORTH
 NE0599'SIDE OF THE NORTH ONE OF 6 LARGE CONCRETE STORAGE SILOS, SET
 NE0599'VERTICALLY IN THE NORTH FACE OF ROUNDED SILO WALL AND 4 FEET
 NE0599'ABOVE FLOOR OF WATCHMANS BOOTH.
 NE0599
 NE0599                          STATION RECOVERY (1980)
 NE0599
 NE0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0599'NOTE, THE PEERLESS PORTLAND CEMENT COMPANY IS NOW THE JEFFERSON
 NE0599'MARINE TERMINAL.
 NE0599
 NE0599                          STATION RECOVERY (1989)
 NE0599
 NE0599'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0599'RECOVERED IN GOOD CONDITION.
 NE0599
 NE0599                          STATION RECOVERY (1999)
 NE0599
 NE0599'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0132 ***********************************************************************
 PL0132  DESIGNATION -  D 90
 PL0132  PID         -  PL0132
 PL0132  STATE/COUNTY-  MI/ROSCOMMON
 PL0132  USGS QUAD   -  
 PL0132
 PL0132                         *CURRENT SURVEY CONTROL
 PL0132  ___________________________________________________________________
 PL0132* NAD 83(1986)-  44 20 08.     (N)    084 50 55.     (W)     SCALED    
 PL0132* NAVD 88     -       347.117  (meters)    1138.83   (feet)  ADJUSTED  
 PL0132  ___________________________________________________________________
 PL0132  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 PL0132  DYNAMIC HT  -         347.064 (meters)    1138.66  (feet)  COMP
 PL0132  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 PL0132
 PL0132  VERT ORDER  -  SECOND    CLASS 0
 PL0132
 PL0132.The horizontal coordinates were scaled from a topographic map and have
 PL0132.an estimated accuracy of +/- 6 seconds.
 PL0132
 PL0132.The orthometric height was determined by differential leveling
 PL0132.and adjusted by the National Geodetic Survey in June 1991..
 PL0132
 PL0132.The geoid height was determined by GEOID03.
 PL0132
 PL0132.The dynamic height is computed by dividing the NAVD 88
 PL0132.geopotential number by the normal gravity value computed on the
 PL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0132.degrees latitude (g = 980.6199 gals.).
 PL0132
 PL0132.The modeled gravity was interpolated from observed gravity values.
 PL0132
 PL0132;                    North         East    Units  Estimated Accuracy
 PL0132;SPC MI C     -   113,340.    5,961,570.      MT  (+/- 180 meters Scaled)
 PL0132
 PL0132                          SUPERSEDED SURVEY CONTROL
 PL0132
 PL0132  NGVD 29 (??/??/92)  347.239  (m)         1139.23   (f) ADJ UNCH    2 0
 PL0132
 PL0132.Superseded values are not recommended for survey control.
 PL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0132.See file dsdata.txt to determine how the superseded data were derived.
 PL0132
 PL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ715113(NAD 83)
 PL0132_MARKER: DB = BENCH MARK DISK
 PL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0132_STAMPING: D 90 1934
 PL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0132+STABILITY: SURFACE MOTION
 PL0132
 PL0132  HISTORY     - Date     Condition        Report By
 PL0132  HISTORY     - 1934     MONUMENTED       CGS
 PL0132
 PL0132                          STATION DESCRIPTION
 PL0132
 PL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0132'3.9 MI W FROM HOUGHTON HEIGHTS.
 PL0132'3.9 MILES ALONG STATE HIGHWAY 55 FROM THE POST OFFICE AT HOUGHTON
 PL0132'HEIGHTS, ROSCOMMON COUNTY, 46.7 FEET SOUTH OF THE CENTERLINE OF
 PL0132'THE HIGHWAY, AT THE EDGE OF A FENCE, IN LINE WITH A ROW OF
 PL0132'POLES, AND LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED
 PL0132'D 90 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0110 ***********************************************************************
 PL0110  DESIGNATION -  D 91
 PL0110  PID         -  PL0110
 PL0110  STATE/COUNTY-  MI/ROSCOMMON
 PL0110  USGS QUAD   -  
 PL0110
 PL0110                         *CURRENT SURVEY CONTROL
 PL0110  ___________________________________________________________________
 PL0110* NAD 83(1986)-  44 13 19.     (N)    084 47 26.     (W)     SCALED    
 PL0110* NAVD 88     -       339.295  (meters)    1113.17   (feet)  ADJUSTED  
 PL0110  ___________________________________________________________________
 PL0110  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 PL0110  DYNAMIC HT  -         339.238 (meters)    1112.98  (feet)  COMP
 PL0110  MODELED GRAV-     980,442.2   (mgal)                       NAVD 88
 PL0110
 PL0110  VERT ORDER  -  SECOND    CLASS 0
 PL0110
 PL0110.The horizontal coordinates were scaled from a topographic map and have
 PL0110.an estimated accuracy of +/- 6 seconds.
 PL0110
 PL0110.The orthometric height was determined by differential leveling
 PL0110.and adjusted by the National Geodetic Survey in June 1991..
 PL0110
 PL0110.The geoid height was determined by GEOID03.
 PL0110
 PL0110.The dynamic height is computed by dividing the NAVD 88
 PL0110.geopotential number by the normal gravity value computed on the
 PL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0110.degrees latitude (g = 980.6199 gals.).
 PL0110
 PL0110.The modeled gravity was interpolated from observed gravity values.
 PL0110
 PL0110;                    North         East    Units  Estimated Accuracy
 PL0110;SPC MI C     -   100,690.    5,966,130.      MT  (+/- 180 meters Scaled)
 PL0110
 PL0110                          SUPERSEDED SURVEY CONTROL
 PL0110
 PL0110  NGVD 29 (??/??/92)  339.421  (m)         1113.58   (f) ADJ UNCH    2 0
 PL0110
 PL0110.Superseded values are not recommended for survey control.
 PL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0110.See file dsdata.txt to determine how the superseded data were derived.
 PL0110
 PL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP764988(NAD 83)
 PL0110_MARKER: DB = BENCH MARK DISK
 PL0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0110_STAMPING: D 91 1934
 PL0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0110+STABILITY: SURFACE MOTION
 PL0110
 PL0110  HISTORY     - Date     Condition        Report By
 PL0110  HISTORY     - 1934     MONUMENTED       CGS
 PL0110  HISTORY     - 1954     GOOD             NGS
 PL0110  HISTORY     - 1976     GOOD             NGS
 PL0110
 PL0110                          STATION DESCRIPTION
 PL0110
 PL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PL0110'7.8 MI S FROM HOUGHTON LAKE.
 PL0110'7.8 MILES SOUTH ALONG OLD U.S. HIGHWAY 27 FROM THE POST OFFICE
 PL0110'AT HOUGHTON LAKE, ROSCOMMON COUNTY, 0.8 MILE NORTH OF WOLF
 PL0110'CREEK, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 PL0110'EDGE OF A WOODS, 56 FEET NORTH AND 121 FEET EAST FROM CENTER OF
 PL0110'A T-ROAD AT A CURVE IN NEW HIGHWAY 27, 1 FOOT HIGHER THAN THE
 PL0110'OLD HIGHWAY.  A STANDARD DISK, STAMPED D 91 1934 AND SET IN THE
 PL0110'TOP OF A CONCRETE POST.
 PL0110
 PL0110                          STATION RECOVERY (1976)
 PL0110
 PL0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0110'MARK WAS RECOVERED AND IS IN GOOD CONDITION, 8.0 MILES SOUTH OF
 PL0110'JUNCTION OF OLD HIGHWAY 27 AND STATE HIGHWAY 55, 0.8 MILES NORTH OF
 PL0110'WOLF CREEK, IN THE WOODED AREA, 116 FEET EAST OF THE CENTER OF OLD
 PL0110'HIGHWAY 27, 56 FEET NORTH OF THE CENTER OF GRAVEL T-ROAD, SET IN A
 PL0110'CONCRETE POST, 6 FEET NORTH WEST OF A WITNESS SIGN NAILED TO A TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0039 ***********************************************************************
 OK0039  DESIGNATION -  D 93
 OK0039  PID         -  OK0039
 OK0039  STATE/COUNTY-  MI/GLADWIN
 OK0039  USGS QUAD   -  WOODEN SHOE VILLAGE (1969)
 OK0039
 OK0039                         *CURRENT SURVEY CONTROL
 OK0039  ___________________________________________________________________
 OK0039* NAD 83(1986)-  43 58 50.     (N)    084 22 00.     (W)     SCALED    
 OK0039* NAVD 88     -       221.361  (meters)     726.25   (feet)  ADJUSTED  
 OK0039  ___________________________________________________________________
 OK0039  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OK0039  DYNAMIC HT  -         221.323 (meters)     726.12  (feet)  COMP
 OK0039  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OK0039
 OK0039  VERT ORDER  -  SECOND    CLASS 0
 OK0039
 OK0039.The horizontal coordinates were scaled from a topographic map and have
 OK0039.an estimated accuracy of +/- 6 seconds.
 OK0039
 OK0039.The orthometric height was determined by differential leveling
 OK0039.and adjusted by the National Geodetic Survey in June 1991..
 OK0039
 OK0039.The geoid height was determined by GEOID03.
 OK0039
 OK0039.The dynamic height is computed by dividing the NAVD 88
 OK0039.geopotential number by the normal gravity value computed on the
 OK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0039.degrees latitude (g = 980.6199 gals.).
 OK0039
 OK0039.The modeled gravity was interpolated from observed gravity values.
 OK0039
 OK0039;                    North         East    Units  Estimated Accuracy
 OK0039;SPC MI C     -    73,770.    6,000,000.      MT  (+/- 180 meters Scaled)
 OK0039
 OK0039                          SUPERSEDED SURVEY CONTROL
 OK0039
 OK0039  NGVD 29 (??/??/92)  221.522  (m)          726.78   (f) ADJ UNCH    2 0
 OK0039
 OK0039.Superseded values are not recommended for survey control.
 OK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0039.See file dsdata.txt to determine how the superseded data were derived.
 OK0039
 OK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP111730(NAD 83)
 OK0039_MARKER: DB = BENCH MARK DISK
 OK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0039_STAMPING: D 93 1934
 OK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0039+STABILITY: SURFACE MOTION
 OK0039
 OK0039  HISTORY     - Date     Condition        Report By
 OK0039  HISTORY     - 1934     MONUMENTED       CGS
 OK0039  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0039
 OK0039                          STATION DESCRIPTION
 OK0039
 OK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0039'6 MI E FROM GLADWIN.
 OK0039'6.0 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 OK0039'GLADWIN, GLADWIN COUNTY, AT THE INTERSECTION OF STATE HIGHWAY
 OK0039'30, 50 YARDS WEST OF LEOS PLACE, 75 FEET NORTH OF THE CENTERLINE
 OK0039'OF STATE HIGHWAY 61, 48 FEET WEST OF STATE HIGHWAY 30, AND 1.5
 OK0039'FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED D 93
 OK0039'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0039
 OK0039                          STATION RECOVERY (1998)
 OK0039
 OK0039'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0427 ***********************************************************************
 OK0427  DESIGNATION -  D 94
 OK0427  PID         -  OK0427
 OK0427  STATE/COUNTY-  MI/LAKE
 OK0427  USGS QUAD   -  TOWNSEND LAKE (1987)
 OK0427
 OK0427                         *CURRENT SURVEY CONTROL
 OK0427  ___________________________________________________________________
 OK0427* NAD 83(1986)-  43 54 27.     (N)    085 56 05.     (W)     SCALED    
 OK0427* NAVD 88     -       239.061  (meters)     784.32   (feet)  ADJUSTED  
 OK0427  ___________________________________________________________________
 OK0427  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 OK0427  DYNAMIC HT  -         239.020 (meters)     784.18  (feet)  COMP
 OK0427  MODELED GRAV-     980,441.1   (mgal)                       NAVD 88
 OK0427
 OK0427  VERT ORDER  -  FIRST     CLASS II
 OK0427
 OK0427.The horizontal coordinates were scaled from a topographic map and have
 OK0427.an estimated accuracy of +/- 6 seconds.
 OK0427
 OK0427.The orthometric height was determined by differential leveling
 OK0427.and adjusted by the National Geodetic Survey in June 1991..
 OK0427
 OK0427.The geoid height was determined by GEOID03.
 OK0427
 OK0427.The dynamic height is computed by dividing the NAVD 88
 OK0427.geopotential number by the normal gravity value computed on the
 OK0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0427.degrees latitude (g = 980.6199 gals.).
 OK0427
 OK0427.The modeled gravity was interpolated from observed gravity values.
 OK0427
 OK0427;                    North         East    Units  Estimated Accuracy
 OK0427;SPC MI C     -    66,870.    5,874,040.      MT  (+/- 180 meters Scaled)
 OK0427
 OK0427                          SUPERSEDED SURVEY CONTROL
 OK0427
 OK0427  NGVD 29 (??/??/92)  239.160  (m)          784.64   (f) ADJ UNCH    1 2
 OK0427
 OK0427.Superseded values are not recommended for survey control.
 OK0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0427.See file dsdata.txt to determine how the superseded data were derived.
 OK0427
 OK0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP855621(NAD 83)
 OK0427_MARKER: DB = BENCH MARK DISK
 OK0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0427_STAMPING: D 94 1934
 OK0427_MARK LOGO: CGS   
 OK0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0427+STABILITY: SURFACE MOTION
 OK0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0427+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1992
 OK0427
 OK0427  HISTORY     - Date     Condition        Report By
 OK0427  HISTORY     - 1934     MONUMENTED       CGS
 OK0427  HISTORY     - 1982     GOOD             USGS
 OK0427  HISTORY     - 19921110 GOOD             NGS
 OK0427  HISTORY     - 19990930 GOOD             USPSQD
 OK0427  HISTORY     - 20040424 GOOD             USPSQD
 OK0427
 OK0427                          STATION DESCRIPTION
 OK0427
 OK0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0427'AT WINGLETON.
 OK0427'AT WINGLETON, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0427'4 FEET WEST OF THE WEST FACE OF THE STATION, AT A WOODS-ROAD
 OK0427'CROSSING, 24 FEET EAST OF THE CENTERLINE OF THE ROAD, 20 FEET
 OK0427'SOUTH OF THE SOUTH RAIL, 24 FEET NORTH OF TELEPHONE POLE 4187,
 OK0427'AND ABOUT 6 INCHES ABOVE THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0427'STAMPED D 94 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0427'PROJECTING 6 INCHES ABOVE GROUND.
 OK0427
 OK0427                          STATION RECOVERY (1982)
 OK0427
 OK0427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0427'AT WINGLETON, LAKE COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 24
 OK0427'FEET SOUTH AND 18 FEET EAST OF TRAIL AT CENTERLINE OF CROSSING, 1
 OK0427'FOOT EAST OF 4 X 4 NATIONAL FOREST SERVICE WITNESS POST. A STANDARD
 OK0427'DISK, STAMPED 'D 94 1934' AND SET IN THE TOP OF A CONCRETE POST
 OK0427'PROJECTING 6 INCHES ABOVE GROUND.
 OK0427
 OK0427                          STATION RECOVERY (1992)
 OK0427
 OK0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0427'7.0 KM (4.35 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0427'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 6.6 M (21.7 FT) SOUTHWEST OF
 OK0427'THE NEAR RAIL, 6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A TRACK
 OK0427'ROAD, 0.4 M (1.3 FT) EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE
 OK0427'LEVEL OF THE TRACK, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OK0427'GROUND SURFACE.
 OK0427
 OK0427                          STATION RECOVERY (1999)
 OK0427
 OK0427'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0427'RECOVERED IN GOOD CONDITION.
 OK0427
 OK0427                          STATION RECOVERY (2004)
 OK0427
 OK0427'RECOVERY NOTE BY US POWER SQUADRON 2004
 OK0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0442 ***********************************************************************
 OK0442  DESIGNATION -  D 95
 OK0442  PID         -  OK0442
 OK0442  STATE/COUNTY-  MI/NEWAYGO
 OK0442  USGS QUAD   -  MARLBOROUGH (1987)
 OK0442
 OK0442                         *CURRENT SURVEY CONTROL
 OK0442  ___________________________________________________________________
 OK0442* NAD 83(1986)-  43 46 15.     (N)    085 51 15.     (W)     SCALED    
 OK0442* NAVD 88     -       263.525  (meters)     864.58   (feet)  ADJUSTED  
 OK0442  ___________________________________________________________________
 OK0442  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 OK0442  DYNAMIC HT  -         263.477 (meters)     864.42  (feet)  COMP
 OK0442  MODELED GRAV-     980,430.2   (mgal)                       NAVD 88
 OK0442
 OK0442  VERT ORDER  -  SECOND    CLASS 0
 OK0442
 OK0442.The horizontal coordinates were scaled from a topographic map and have
 OK0442.an estimated accuracy of +/- 6 seconds.
 OK0442
 OK0442.The orthometric height was determined by differential leveling
 OK0442.and adjusted by the National Geodetic Survey in June 1991..
 OK0442
 OK0442.The geoid height was determined by GEOID03.
 OK0442
 OK0442.The dynamic height is computed by dividing the NAVD 88
 OK0442.geopotential number by the normal gravity value computed on the
 OK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0442.degrees latitude (g = 980.6199 gals.).
 OK0442
 OK0442.The modeled gravity was interpolated from observed gravity values.
 OK0442
 OK0442;                    North         East    Units  Estimated Accuracy
 OK0442;SPC MI S     -   253,310.    3,880,240.      MT  (+/- 180 meters Scaled)
 OK0442
 OK0442                          SUPERSEDED SURVEY CONTROL
 OK0442
 OK0442  NGVD 29 (??/??/92)  263.629  (m)          864.92   (f) ADJ UNCH    2 0
 OK0442
 OK0442.Superseded values are not recommended for survey control.
 OK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0442.See file dsdata.txt to determine how the superseded data were derived.
 OK0442
 OK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP922470(NAD 83)
 OK0442_MARKER: DB = BENCH MARK DISK
 OK0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0442_STAMPING: D 95 1934
 OK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0442+STABILITY: SURFACE MOTION
 OK0442
 OK0442  HISTORY     - Date     Condition        Report By
 OK0442  HISTORY     - 1934     MONUMENTED       CGS
 OK0442  HISTORY     - 1982     GOOD             USGS
 OK0442  HISTORY     - 1984     GOOD             USPSQD
 OK0442  HISTORY     - 19960527 GOOD             USPSQD
 OK0442
 OK0442                          STATION DESCRIPTION
 OK0442
 OK0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0442'1.6 MI N FROM BITELY.
 OK0442'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0442'STATION AT BITELY, NEWAYGO COUNTY,36 FEET WEST OF THE WEST RAIL,
 OK0442'27 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 37, 10 FEET
 OK0442'EAST OF A POLE, 6 FEET EAST OF A FENCE, AND LEVEL WITH THE TOP
 OK0442'OF THE RAIL.  A STANDARD DISK, STAMPED D 95 1934 AND SET IN
 OK0442'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0442
 OK0442                          STATION RECOVERY (1982)
 OK0442
 OK0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0442'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0442'STATION AT BITELY, NEWAYGO COUNTY, 27.5 FEET NORTH AND 40.5 FEET WEST
 OK0442'OF CENTER LINE OF ROAD CROSSING , 1 FOOT NORTH OF NATIONAL FOREST
 OK0442'SERVICE 4 X 4 WITNESS POST, A STANDARD DISK, STAMPED 'D 95 1934' AND
 OK0442'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES BOVE GROUND.
 OK0442
 OK0442                          STATION RECOVERY (1984)
 OK0442
 OK0442'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0442'BENCH MARK IS ON FOOT NORTH OF WOODEN WITNESS POST WITH WARNING. MICH
 OK0442'STATE HIGHWAY 37 HAS BEEN RE-ROUTED. THAT PORTION OF THAT HIGHWAY
 OK0442'REFERRED TO IN THE ORIGINAL DESCRIPTION IS NOW DESIGNATED AS 15 MILE
 OK0442'ROAD.
 OK0442
 OK0442                          STATION RECOVERY (1996)
 OK0442
 OK0442'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0398 ***********************************************************************
 OK0398  DESIGNATION -  D 96
 OK0398  PID         -  OK0398
 OK0398  STATE/COUNTY-  MI/NEWAYGO
 OK0398  USGS QUAD   -  FREMONT (1985)
 OK0398
 OK0398                         *CURRENT SURVEY CONTROL
 OK0398  ___________________________________________________________________
 OK0398* NAD 83(1986)-  43 28 26.     (N)    085 55 13.     (W)     SCALED    
 OK0398* NAVD 88     -       266.513  (meters)     874.38   (feet)  ADJUSTED  
 OK0398  ___________________________________________________________________
 OK0398  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 OK0398  DYNAMIC HT  -         266.458 (meters)     874.20  (feet)  COMP
 OK0398  MODELED GRAV-     980,406.7   (mgal)                       NAVD 88
 OK0398
 OK0398  VERT ORDER  -  SECOND    CLASS 0
 OK0398
 OK0398.The horizontal coordinates were scaled from a topographic map and have
 OK0398.an estimated accuracy of +/- 6 seconds.
 OK0398
 OK0398.The orthometric height was determined by differential leveling
 OK0398.and adjusted by the National Geodetic Survey in June 1991..
 OK0398
 OK0398.The geoid height was determined by GEOID03.
 OK0398
 OK0398.The dynamic height is computed by dividing the NAVD 88
 OK0398.geopotential number by the normal gravity value computed on the
 OK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0398.degrees latitude (g = 980.6199 gals.).
 OK0398
 OK0398.The modeled gravity was interpolated from observed gravity values.
 OK0398
 OK0398;                    North         East    Units  Estimated Accuracy
 OK0398;SPC MI S     -   220,420.    3,874,310.      MT  (+/- 180 meters Scaled)
 OK0398
 OK0398                          SUPERSEDED SURVEY CONTROL
 OK0398
 OK0398  NGVD 29 (??/??/92)  266.624  (m)          874.75   (f) ADJ UNCH    2 0
 OK0398
 OK0398.Superseded values are not recommended for survey control.
 OK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0398.See file dsdata.txt to determine how the superseded data were derived.
 OK0398
 OK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP873140(NAD 83)
 OK0398_MARKER: DB = BENCH MARK DISK
 OK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0398_STAMPING: D 96 1934
 OK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0398+STABILITY: SURFACE MOTION
 OK0398
 OK0398  HISTORY     - Date     Condition        Report By
 OK0398  HISTORY     - 1934     MONUMENTED       CGS
 OK0398  HISTORY     - 1981     MARK NOT FOUND   LOCENG
 OK0398
 OK0398                          STATION DESCRIPTION
 OK0398
 OK0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0398'1.8 MI E FROM FREMONT.
 OK0398'1.8 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0398'THE STATION AT FREMONT, NEWAYGO COUNTY,50 YARDS SOUTH OF A
 OK0398'SMALL FARMHOUSE, 36 FEET WEST OF THE CENTERLINE OF A ROAD,
 OK0398'44 FEET SOUTH OF THE SOUTH RAIL, AND 42.6 FEET EAST OF A 16-INCH
 OK0398'MAPLE TREE.  A STANDARD DISK, STAMPED D 96 1934 AND SET IN
 OK0398'THE TOP OF A CONCRETE POST.
 OK0398
 OK0398                          STATION RECOVERY (1981)
 OK0398
 OK0398'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981
 OK0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0387 ***********************************************************************
 OK0387  DESIGNATION -  D 97
 OK0387  PID         -  OK0387
 OK0387  STATE/COUNTY-  MI/KENT
 OK0387  USGS QUAD   -  SPARTA (1972)
 OK0387
 OK0387                         *CURRENT SURVEY CONTROL
 OK0387  ___________________________________________________________________
 OK0387* NAD 83(1986)-  43 09 37.     (N)    085 42 13.     (W)     SCALED    
 OK0387* NAVD 88     -       229.524  (meters)     753.03   (feet)  ADJUSTED  
 OK0387  ___________________________________________________________________
 OK0387  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OK0387  DYNAMIC HT  -         229.468 (meters)     752.85  (feet)  COMP
 OK0387  MODELED GRAV-     980,371.3   (mgal)                       NAVD 88
 OK0387
 OK0387  VERT ORDER  -  SECOND    CLASS 0
 OK0387
 OK0387.The horizontal coordinates were scaled from a topographic map and have
 OK0387.an estimated accuracy of +/- 6 seconds.
 OK0387
 OK0387.The orthometric height was determined by differential leveling
 OK0387.and adjusted by the National Geodetic Survey in June 1991..
 OK0387
 OK0387.The geoid height was determined by GEOID03.
 OK0387
 OK0387.The dynamic height is computed by dividing the NAVD 88
 OK0387.geopotential number by the normal gravity value computed on the
 OK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0387.degrees latitude (g = 980.6199 gals.).
 OK0387
 OK0387.The modeled gravity was interpolated from observed gravity values.
 OK0387
 OK0387;                    North         East    Units  Estimated Accuracy
 OK0387;SPC MI S     -   185,280.    3,891,280.      MT  (+/- 180 meters Scaled)
 OK0387
 OK0387                          SUPERSEDED SURVEY CONTROL
 OK0387
 OK0387  NGVD 29 (??/??/92)  229.656  (m)          753.46   (f) ADJ UNCH    2 0
 OK0387
 OK0387.Superseded values are not recommended for survey control.
 OK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0387.See file dsdata.txt to determine how the superseded data were derived.
 OK0387
 OK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN053794(NAD 83)
 OK0387_MARKER: DB = BENCH MARK DISK
 OK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0387_STAMPING: D 97 1934
 OK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0387+STABILITY: SURFACE MOTION
 OK0387
 OK0387  HISTORY     - Date     Condition        Report By
 OK0387  HISTORY     - 1934     MONUMENTED       CGS
 OK0387  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OK0387
 OK0387                          STATION DESCRIPTION
 OK0387
 OK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0387'AT SPARTA.
 OK0387'AT SPARTA, KENT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0387'38 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 130 FEET
 OK0387'SOUTH OF A PAVED-ROAD CROSSING, 43.6 FEET WEST OF THE CENTERLINE
 OK0387'OF A ROAD PARALLELING THE TRACK, 24.4 FEET EAST OF THE EAST
 OK0387'RAIL OF THE MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0387'A STANDARD DISK, STAMPED D 97 1934 AND SET IN THE TOP OF A
 OK0387'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0387
 OK0387                          STATION RECOVERY (1987)
 OK0387
 OK0387'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0686 ***********************************************************************
 NF0686  DESIGNATION -  D 98
 NF0686  PID         -  NF0686
 NF0686  STATE/COUNTY-  MI/ALLEGAN
 NF0686  USGS QUAD   -  WAYLAND (1982)
 NF0686
 NF0686                         *CURRENT SURVEY CONTROL
 NF0686  ___________________________________________________________________
 NF0686* NAD 83(1986)-  42 39 07.     (N)    085 39 08.     (W)     SCALED    
 NF0686* NAVD 88     -       226.526  (meters)     743.19   (feet)  ADJUSTED  
 NF0686  ___________________________________________________________________
 NF0686  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF0686  DYNAMIC HT  -         226.462 (meters)     742.98  (feet)  COMP
 NF0686  MODELED GRAV-     980,334.6   (mgal)                       NAVD 88
 NF0686
 NF0686  VERT ORDER  -  SECOND    CLASS 0
 NF0686
 NF0686.The horizontal coordinates were scaled from a topographic map and have
 NF0686.an estimated accuracy of +/- 6 seconds.
 NF0686
 NF0686.The orthometric height was determined by differential leveling
 NF0686.and adjusted by the National Geodetic Survey in June 1991..
 NF0686
 NF0686.The geoid height was determined by GEOID03.
 NF0686
 NF0686.The dynamic height is computed by dividing the NAVD 88
 NF0686.geopotential number by the normal gravity value computed on the
 NF0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0686.degrees latitude (g = 980.6199 gals.).
 NF0686
 NF0686.The modeled gravity was interpolated from observed gravity values.
 NF0686
 NF0686;                    North         East    Units  Estimated Accuracy
 NF0686;SPC MI S     -   128,760.    3,894,600.      MT  (+/- 180 meters Scaled)
 NF0686
 NF0686                          SUPERSEDED SURVEY CONTROL
 NF0686
 NF0686  NGVD 29 (??/??/92)  226.658  (m)          743.63   (f) ADJ UNCH    2 0
 NF0686
 NF0686.Superseded values are not recommended for survey control.
 NF0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0686.See file dsdata.txt to determine how the superseded data were derived.
 NF0686
 NF0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN104230(NAD 83)
 NF0686_MARKER: DB = BENCH MARK DISK
 NF0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0686_STAMPING: D 98 1934 743.555
 NF0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0686+STABILITY: SURFACE MOTION
 NF0686
 NF0686  HISTORY     - Date     Condition        Report By
 NF0686  HISTORY     - 1934     MONUMENTED       CGS
 NF0686  HISTORY     - 1948     GOOD             NGS
 NF0686  HISTORY     - 1983     GOOD             USPSQD
 NF0686  HISTORY     - 1987     GOOD             USPSQD
 NF0686  HISTORY     - 1989     GOOD             USPSQD
 NF0686
 NF0686                          STATION DESCRIPTION
 NF0686
 NF0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0686'1.5 MI N FROM BRADLEY.
 NF0686'1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE MAIN ROAD
 NF0686'CROSSING AT BRADLEY, AT A PUBLIC EAST-WEST GRAVEL ROAD, 36.2 FEET
 NF0686'EAST OF THE EAST RAIL, 34 FEET SOUTH OF THE CENTER LINE OF THE
 NF0686'GRAVEL ROAD, 17 FEET NORTH OF A 48-INCH TWIN ELM TREE, 28.5 FEET
 NF0686'EAST-NORTHEAST OF THE EAST END OF A 20-INCH CAST IRON PIPE
 NF0686'CULVERT UNDER RAILROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS
 NF0686'POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 NF0686'POST PROJECTING 4 INCHES.
 NF0686
 NF0686                          STATION RECOVERY (1983)
 NF0686
 NF0686'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (1987)
 NF0686
 NF0686'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0686'RECOVERED IN GOOD CONDITION.
 NF0686
 NF0686                          STATION RECOVERY (1989)
 NF0686
 NF0686'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0314 ***********************************************************************
 OK0314  DESIGNATION -  D 99
 OK0314  PID         -  OK0314
 OK0314  STATE/COUNTY-  MI/MONTCALM
 OK0314  USGS QUAD   -  GREENVILLE EAST (1972)
 OK0314
 OK0314                         *CURRENT SURVEY CONTROL
 OK0314  ___________________________________________________________________
 OK0314* NAD 83(1986)-  43 11 04.     (N)    085 09 04.     (W)     SCALED    
 OK0314* NAVD 88     -       263.981  (meters)     866.08   (feet)  ADJUSTED  
 OK0314  ___________________________________________________________________
 OK0314  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 OK0314  DYNAMIC HT  -         263.925 (meters)     865.89  (feet)  COMP
 OK0314  MODELED GRAV-     980,400.4   (mgal)                       NAVD 88
 OK0314
 OK0314  VERT ORDER  -  SECOND    CLASS 0
 OK0314
 OK0314.The horizontal coordinates were scaled from a topographic map and have
 OK0314.an estimated accuracy of +/- 6 seconds.
 OK0314
 OK0314.The orthometric height was determined by differential leveling
 OK0314.and adjusted by the National Geodetic Survey in June 1991..
 OK0314
 OK0314.The geoid height was determined by GEOID03.
 OK0314
 OK0314.The dynamic height is computed by dividing the NAVD 88
 OK0314.geopotential number by the normal gravity value computed on the
 OK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0314.degrees latitude (g = 980.6199 gals.).
 OK0314
 OK0314.The modeled gravity was interpolated from observed gravity values.
 OK0314
 OK0314;                    North         East    Units  Estimated Accuracy
 OK0314;SPC MI S     -   187,400.    3,936,230.      MT  (+/- 180 meters Scaled)
 OK0314
 OK0314                          SUPERSEDED SURVEY CONTROL
 OK0314
 OK0314  NGVD 29 (??/??/92)  264.113  (m)          866.51   (f) ADJ UNCH    2 0
 OK0314
 OK0314.Superseded values are not recommended for survey control.
 OK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0314.See file dsdata.txt to determine how the superseded data were derived.
 OK0314
 OK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN502829(NAD 83)
 OK0314_MARKER: DB = BENCH MARK DISK
 OK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0314_STAMPING: D 99 1934
 OK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0314+STABILITY: SURFACE MOTION
 OK0314
 OK0314  HISTORY     - Date     Condition        Report By
 OK0314  HISTORY     - 1934     MONUMENTED       CGS
 OK0314  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0314  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0314  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0314
 OK0314                          STATION DESCRIPTION
 OK0314
 OK0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0314'AT MILLERS.
 OK0314'AT MILLERS, 28 FEET EAST OF THE NORTHEAST CORNER OF THE GRAND
 OK0314'TRUNK RY. STATION, 42 FEET EAST OF THE NORTHWEST CORNER OF A
 OK0314'WOODEN WAREHOUSE, 23 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 OK0314'TRACK, AND ABOUT LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK,
 OK0314'STAMPED D 99 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0314'PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 OK0314
 OK0314                          STATION RECOVERY (1969)
 OK0314
 OK0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0314'MARK NOT FOUND.
 OK0314
 OK0314                          STATION RECOVERY (1994)
 OK0314
 OK0314'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0314'MARK NOT FOUND.
 OK0314
 OK0314                          STATION RECOVERY (2001)
 OK0314
 OK0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0314'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0336 ***********************************************************************
 MC0336  DESIGNATION -  D C OF M
 MC0336  PID         -  MC0336
 MC0336  STATE/COUNTY-  MI/MONROE
 MC0336  USGS QUAD   -  MONROE (1979)
 MC0336
 MC0336                         *CURRENT SURVEY CONTROL
 MC0336  ___________________________________________________________________
 MC0336* NAD 83(1986)-  41 54 48.     (N)    083 22 45.     (W)     SCALED    
 MC0336* NAVD 88     -       180.230  (meters)     591.30   (feet)  ADJUSTED  
 MC0336  ___________________________________________________________________
 MC0336  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0336  DYNAMIC HT  -         180.166 (meters)     591.09  (feet)  COMP
 MC0336  MODELED GRAV-     980,259.7   (mgal)                       NAVD 88
 MC0336
 MC0336  VERT ORDER  -  FIRST     CLASS I
 MC0336
 MC0336.The horizontal coordinates were scaled from a topographic map and have
 MC0336.an estimated accuracy of +/- 6 seconds.
 MC0336
 MC0336.The orthometric height was determined by differential leveling
 MC0336.and adjusted by the National Geodetic Survey in June 1991..
 MC0336
 MC0336.The geoid height was determined by GEOID03.
 MC0336
 MC0336.The dynamic height is computed by dividing the NAVD 88
 MC0336.geopotential number by the normal gravity value computed on the
 MC0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0336.degrees latitude (g = 980.6199 gals.).
 MC0336
 MC0336.The modeled gravity was interpolated from observed gravity values.
 MC0336
 MC0336;                    North         East    Units  Estimated Accuracy
 MC0336;SPC MI S     -    46,390.    4,081,930.      MT  (+/- 180 meters Scaled)
 MC0336
 MC0336                          SUPERSEDED SURVEY CONTROL
 MC0336
 MC0336  NGVD 29 (??/??/92)  180.399  (m)          591.86   (f) ADJ UNCH    1 1
 MC0336
 MC0336.Superseded values are not recommended for survey control.
 MC0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0336.See file dsdata.txt to determine how the superseded data were derived.
 MC0336
 MC0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG026428(NAD 83)
 MC0336_MARKER: B = BOLT
 MC0336_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0336_SP_SET: BUILDING FOUNDATION
 MC0336_STAMPING: 25 592.30
 MC0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0336
 MC0336  HISTORY     - Date     Condition        Report By
 MC0336  HISTORY     - UNK      MONUMENTED       MI3320
 MC0336  HISTORY     - 1968     GOOD             NGS
 MC0336  HISTORY     - 1969     GOOD             USLS
 MC0336  HISTORY     - 1980     GOOD             NGS
 MC0336
 MC0336                          STATION DESCRIPTION
 MC0336
 MC0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0336'AT MONROE.
 MC0336'AT MONROE, ABOUT 55 YARDS EAST AND ACROSS ELM STREET FROM THE EAST
 MC0336'CORNER OF THE DETROIT, AND TOLEDO SHORE LINE RAILROAD BRIDGE OVER
 MC0336'THE RAISIN RIVER, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 MC0336'WEST CORNER OF THE CONCRETE FOUNDATION OF THE LARGE BRICK
 MC0336'BUILDING OF THE RIVER RAISINS PAPER COMPANY, 55 FEET NORTHEAST
 MC0336'OF THE NORTHEAST CURB OF ELM STREET, 62.3 FEET SOUTHEAST OF THE
 MC0336'SOUTHEAST RAIL OF THE NORTHBOUND TRACK OF THE D AND T SL RR, 0.4
 MC0336'FOOT NORTHEAST OF THE WEST CORNER OF THE BUILDING AND 1.3 FEET
 MC0336'ABOVE THE LEVEL OF THE PARKING AREA.
 MC0336
 MC0336                          STATION RECOVERY (1969)
 MC0336
 MC0336'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0336'A BENCHMARK ESTABLISHED BY THE CITY OF MONROE, IS IN THE NORTH PART OF
 MC0336'MONROE, MONROE COUNTY, MICHIGAN, ON THE NORTH SIDE OF THE RIVER
 MC0336'RAISIN, ON THE NORTH SIDE OF ELM STREET, APPROXIMATELY 250 FEET EAST
 MC0336'OF THE DIXIE HIGHWAY (M-56), ON THE WEST FACE OF RIVER RAISIN PAPER
 MC0336'COMPANY BUILDING.  0.5 FEET FROM THE SOUTHWEST CORNER, BEING THE
 MC0336'CENTER OF HORIZONTAL GROOVE IN END OF 1-3/8-INCH BRASS PLUG SET INTO
 MC0336'THE WALL.
 MC0336
 MC0336                          STATION RECOVERY (1980)
 MC0336
 MC0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8106 ***********************************************************************
 AA8106  CBN         -  This is a Cooperative Base Network Control Station.
 AA8106  PACS        -  This is a Primary Airport Control Station.
 AA8106  DESIGNATION -  D87 A
 AA8106  PID         -  AA8106
 AA8106  STATE/COUNTY-  MI/EMMET
 AA8106  USGS QUAD   -  
 AA8106
 AA8106                         *CURRENT SURVEY CONTROL
 AA8106  ___________________________________________________________________
 AA8106* NAD 83(1994)-  45 25 29.36993(N)    084 54 38.76867(W)     ADJUSTED  
 AA8106* NAVD 88     -       207.13   (meters)     679.6    (feet)  GPS OBS   
 AA8106  ___________________________________________________________________
 AA8106  X           -     397,780.594 (meters)                     COMP
 AA8106  Y           -  -4,466,525.438 (meters)                     COMP
 AA8106  Z           -   4,520,731.699 (meters)                     COMP
 AA8106  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA8106  ELLIP HEIGHT-         171.98  (meters)          (07/12/02) GPS OBS
 AA8106  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 AA8106
 AA8106  HORZ ORDER  -  B
 AA8106  ELLP ORDER  -  FOURTH    CLASS II
 AA8106
 AA8106.This mark is at Harbor Springs Airport (D87)
 AA8106
 AA8106.The horizontal coordinates were established by GPS observations
 AA8106.and adjusted by the National Geodetic Survey in September 1995..
 AA8106
 AA8106.The orthometric height was determined by GPS observations and a
 AA8106.high-resolution geoid model.
 AA8106
 AA8106.GPS derived orthometric heights for airport stations designated as
 AA8106.PACS or SACS are published to 2 decimal places.  This maintains
 AA8106.centimeter relative accuracy between the PACS and SACS.  It does
 AA8106.not indicate centimeter accuracy relative to other marks which are
 AA8106.part of the NAVD 88 network.
 AA8106
 AA8106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8106
 AA8106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8106
 AA8106.The ellipsoidal height was determined by GPS observations
 AA8106.and is referenced to NAD 83.
 AA8106
 AA8106.The geoid height was determined by GEOID03.
 AA8106
 AA8106;                    North         East     Units Scale Factor Converg.
 AA8106;SPC MI C     -   234,404.500 5,957,419.989   MT  0.99994799   -0 23 03.7
 AA8106;SPC MI C     -   769,043.64 19,545,341.17   iFT  0.99994799   -0 23 03.7
 AA8106;UTM  16      - 5,032,267.949   663,441.512   MT  0.99992845   +1 29 18.8
 AA8106
 AA8106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8106!SPC MI C     -   0.99997304  x   0.99994799  =   0.99992103
 AA8106!UTM  16      -   0.99997304  x   0.99992845  =   0.99990149
 AA8106
 AA8106                          SUPERSEDED SURVEY CONTROL
 AA8106
 AA8106  ELLIP H (09/20/95)  172.00   (m)                       GP(       ) 1 2
 AA8106
 AA8106.Superseded values are not recommended for survey control.
 AA8106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8106.See file dsdata.txt to determine how the superseded data were derived.
 AA8106
 AA8106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6344232268(NAD 83)
 AA8106_MARKER: I = METAL ROD
 AA8106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8106_STAMPING: D87 A 1994
 AA8106_MARK LOGO: NGS   
 AA8106_PROJECTION: FLUSH
 AA8106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8106+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8106_ROD/PIPE-DEPTH: 7.6  meters
 AA8106_SLEEVE-DEPTH  : 1.2 meters
 AA8106
 AA8106  HISTORY     - Date     Condition        Report By
 AA8106  HISTORY     - 1994     MONUMENTED       NGS
 AA8106
 AA8106                          STATION DESCRIPTION
 AA8106
 AA8106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8106'STATION IS LOCATED ABOUT 6 KM (3.70 MI) EAST OF HARBOR SPRINGS, 5 KM
 AA8106'(3.10 MI) NORTH OF BAY VIEW, AT THE HARBOR SPRINGS AIRPORT, ON THE
 AA8106'SOUTH SIDE OF THE RUNWAY, IN THE CENTER OF A 31 M (101.7 FT) DIAMETER
 AA8106'CONCRETE CIRCLE (OLD COMPASS ROSE) MARKED BY A 1.2 M (3.9 FT) WIDE
 AA8106'FLUSH CONCRETE BAND, IN THE SOUTHWEST 1/4 OF SECTION 15, T 35 N, R 5
 AA8106'W.  OWNERSHIP--CITY OF HARBOR SPRINGS, CITY HALL, HARBOR SPRINGS MI
 AA8106'49740.  AIRPORT MANAGER IS KELLEY ATKINS, PHONE 616-347-2812.  TO
 AA8106'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 31 AND STATE HIGHWAY 119,
 AA8106'JUST EAST OF BAY VIEW, GO NORTH ON HIGHWAY 119 FOR 4.25 KM (2.65 MI)
 AA8106'TO THE AIRPORT RUNWAY ON THE LEFT.  CONTINUE AHEAD, NORTH, THEN WEST,
 AA8106'ON HIGHWAY 119 FOR 0.68 KM (0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AA8106'THE LEFT.  TURN LEFT, SOUTH, THEN EAST, ON ROAD FOR 0.51 KM (0.30 MI)
 AA8106'TO A GATE JUST PAST THE AIRPORT OFFICE.  PASS THROUGH GATE FOR 20 M,
 AA8106'(65.6 FT) THEN TURN SHARP LEFT, EASTERLY, ON TAXI FOR 0.07 KM (0.05
 AA8106'MI) TO THE END OF RUNWAY 28.  PASS AROUND RUNWAY END, THEN GO WEST
 AA8106'ALONGSIDE RUNWAY FOR 0.32 KM (0.20 MI) TO A RAMP LEADING SOUTH.
 AA8106'CONTINUE AHEAD FOR 0.15 KM (0.10 MI) TO THE STATION.  ACCESS COVER IS
 AA8106'FLUSH WITH THE GROUND.  STATION IS 146 M (479.0 FT) WEST OF THE RAMP
 AA8106'CENTER, 40.4 M (132.5 FT) SOUTH OF THE RUNWAY EDGE, 47.2 M (154.9 FT)
 AA8106'NORTHWEST OF THE WINDSOCK POLE, AND 7.6 M (24.9 FT) WEST OF THE
 AA8106'EXTENDED LINE OF THE THIRD SET OF RUNWAY LIGHTS WEST OF THE RAMP.
 AA8106'DESCRIBED BY G.R.  HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1103 ***********************************************************************
 RJ1103  DESIGNATION -  DAGGETT
 RJ1103  PID         -  RJ1103
 RJ1103  STATE/COUNTY-  MI/MACKINAC
 RJ1103  USGS QUAD   -  PONTCHARTRAIN SHORES (1975)
 RJ1103
 RJ1103                         *CURRENT SURVEY CONTROL
 RJ1103  ___________________________________________________________________
 RJ1103* NAD 83(1994)-  46 05 54.63588(N)    084 31 57.03686(W)     ADJUSTED  
 RJ1103* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 RJ1103  ___________________________________________________________________
 RJ1103  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 RJ1103  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 RJ1103
 RJ1103  HORZ ORDER  -  SECOND
 RJ1103
 RJ1103.The horizontal coordinates were established by classical geodetic methods
 RJ1103.and adjusted by the National Geodetic Survey in February 1997..
 RJ1103
 RJ1103.The orthometric height was scaled from a topographic map.
 RJ1103
 RJ1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1103
 RJ1103.The geoid height was determined by GEOID03.
 RJ1103
 RJ1103;                    North         East     Units Scale Factor Converg.
 RJ1103;SPC MI N     -   149,142.999 8,190,752.071   MT  0.99990813   +1 47 00.5
 RJ1103;SPC MI N     -   489,314.30 26,872,546.16   iFT  0.99990813   +1 47 00.5
 RJ1103;UTM  16      - 5,107,952.706   690,721.903   MT  1.00004718   +1 46 42.4
 RJ1103
 RJ1103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1103!SPC MI N     -   0.99996079  x   0.99990813  =   0.99986893
 RJ1103!UTM  16      -   0.99996079  x   1.00004718  =   1.00000797
 RJ1103
 RJ1103|---------------------------------------------------------------------|
 RJ1103| PID    Reference Object                     Distance      Geod. Az  |
 RJ1103|                                                           dddmmss.s |
 RJ1103| RJ1104 DAGGETT LOOKOUT TOWER 1965           49.644 METERS 05032     |
 RJ1103| CH1037 DAGGETT RM 1                         50.291 METERS 06845     |
 RJ1103| CH1038 DAGGETT RM 2                         30.583 METERS 14031     |
 RJ1103| QK0742 RABBIT BACK RESET                   APPROX.24.5 KM 2164829.9 |
 RJ1103| QK0774 MORAN MICROWAVE TOWER               APPROX.23.1 KM 2311836.4 |
 RJ1103|---------------------------------------------------------------------|
 RJ1103
 RJ1103                          SUPERSEDED SURVEY CONTROL
 RJ1103
 RJ1103  NAD 83(1986)-  46 05 54.62834(N)    084 31 57.03480(W) AD(       ) 2
 RJ1103  NAD 27      -  46 05 54.56552(N)    084 31 56.88512(W) AD(       ) 2
 RJ1103
 RJ1103.Superseded values are not recommended for survey control.
 RJ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1103.See file dsdata.txt to determine how the superseded data were derived.
 RJ1103
 RJ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9072207953(NAD 83)
 RJ1103_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1103_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1103
 RJ1103  HISTORY     - Date     Condition        Report By
 RJ1103  HISTORY     - 1965     MONUMENTED       CGS
 RJ1103  HISTORY     - 19950712 GOOD             USPSQD
 RJ1103
 RJ1103                          STATION DESCRIPTION
 RJ1103
 RJ1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1103'STATION IS NEAR THE SITE OF THE DAGGETT LOOKOUT TOWER ABOUT 8-3/4
 RJ1103'MILES
 RJ1103'SOUTH-SOUTHEAST OF RUDYARD, 12 MILES SOUTHEAST OF FIBRE AND ON
 RJ1103'U.S. GOVERNMENT
 RJ1103'PROPERTY.
 RJ1103'
 RJ1103'TO REACH FROM THE POST OFFICE IN RUDYARD GO EAST ON MAIN STREET
 RJ1103'FOR 0.4 MILE TO A
 RJ1103'CROSSROAD (MACKINAC TRAIL AND STATE HIGHWAY 48).
 RJ1103'TURN RIGHT AND GO SOUTH ON MACKINAC
 RJ1103'TRAIL AND HIGHWAY 48 FOR 3.0 MILES
 RJ1103'TO WHERE HIGHWAY 48 TURNS LEFT (EAST).  TURN LEFT AND
 RJ1103'GO EAST ON HIGHWAY 48
 RJ1103'FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON A
 RJ1103'GRAVELED ROAD FOR 4.0
 RJ1103'MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHERLY ON
 RJ1103'THE GRAVELED ROAD FOR 2.8 MILES TO A
 RJ1103'T-ROAD.  TURN LEFT AND GO EASTERLY
 RJ1103'ON A GRAVELED ROAD FOR 3.0 MILES TO A TRACK ROAD LEFT
 RJ1103'AND A SIGN
 RJ1103'DAGGETT TOWER.  TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.2 MILE
 RJ1103'TO THE LOOKOUT
 RJ1103'TOWER AND THE STATION.
 RJ1103'
 RJ1103'STATION MARKS ARE STANDARD DISKS STAMPED DAGGETT 1965.  THE SURFACE
 RJ1103'DISK IS SET IN A
 RJ1103'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 RJ1103'IT IS 6 FEET SOUTH OF A METAL
 RJ1103'WITNESS POST, 15 FEET SOUTH OF THE SOUTHWEST
 RJ1103'CORNER OF AN OLD CONCRETE FOUNDATION, 57 FEET
 RJ1103'WEST OF A WATER PUMP
 RJ1103'AND 146 FEET SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RJ1103'TOWER.  THE
 RJ1103'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 48 INCHES
 RJ1103'BELOW THE SURFACE
 RJ1103'OF THE GROUND.
 RJ1103'
 RJ1103'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAGGETT NO 1 1965,
 RJ1103'IS SET IN A ROUND
 RJ1103'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 RJ1103'2.5 FEET SOUTH OF A METAL WITNESS
 RJ1103'POST, 29 FEET EAST OF THE CENTER OF
 RJ1103'THE TRACK ROAD AND 35 FEET SOUTH OF THE SOUTHEAST
 RJ1103'LEG OF THE LOOKOUT
 RJ1103'TOWER.
 RJ1103'
 RJ1103'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAGGETT NO 2 1965,
 RJ1103'IS SET IN A ROUND
 RJ1103'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 RJ1103'1.5 FEET EAST OF A METAL WITNESS
 RJ1103'POST, 7 FEET SOUTHWEST OF A 15 INCH
 RJ1103'ELM TREE AND 10 FEET SOUTH OF A LARGE BOULDER.
 RJ1103'
 RJ1103'NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK.
 RJ1103'
 RJ1103'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS.
 RJ1103
 RJ1103                          STATION RECOVERY (1995)
 RJ1103
 RJ1103'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1104 ***********************************************************************
 RJ1104  DESIGNATION -  DAGGETT LOOKOUT TOWER 1965
 RJ1104  PID         -  RJ1104
 RJ1104  STATE/COUNTY-  MI/MACKINAC
 RJ1104  USGS QUAD   -  PONTCHARTRAIN SHORES (1975)
 RJ1104
 RJ1104                         *CURRENT SURVEY CONTROL
 RJ1104  ___________________________________________________________________
 RJ1104* NAD 83(1994)-  46 05 55.65800(N)    084 31 55.25271(W)     ADJUSTED  
 RJ1104* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 RJ1104  ___________________________________________________________________
 RJ1104  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 RJ1104  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 RJ1104
 RJ1104  HORZ ORDER  -  THIRD
 RJ1104
 RJ1104.The horizontal coordinates were established by classical geodetic methods
 RJ1104.and adjusted by the National Geodetic Survey in February 1997..
 RJ1104
 RJ1104.The orthometric height was scaled from a topographic map.
 RJ1104
 RJ1104.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1104
 RJ1104.The geoid height was determined by GEOID03.
 RJ1104
 RJ1104;                    North         East     Units Scale Factor Converg.
 RJ1104;SPC MI N     -   149,175.732 8,190,789.389   MT  0.99990811   +1 47 01.8
 RJ1104;SPC MI N     -   489,421.69 26,872,668.60   iFT  0.99990811   +1 47 01.8
 RJ1104;UTM  16      - 5,107,985.440   690,759.229   MT  1.00004735   +1 46 43.7
 RJ1104
 RJ1104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1104!SPC MI N     -   0.99996079  x   0.99990811  =   0.99986891
 RJ1104!UTM  16      -   0.99996079  x   1.00004735  =   1.00000814
 RJ1104
 RJ1104                          SUPERSEDED SURVEY CONTROL
 RJ1104
 RJ1104  NAD 83(1986)-  46 05 55.65045(N)    084 31 55.25067(W) AD(       ) 4
 RJ1104  NAD 27      -  46 05 55.58762(N)    084 31 55.10101(W) AD(       ) 3
 RJ1104
 RJ1104.Superseded values are not recommended for survey control.
 RJ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1104.See file dsdata.txt to determine how the superseded data were derived.
 RJ1104
 RJ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9075907985(NAD 83)
 RJ1104
 RJ1104  HISTORY     - Date     Condition        Report By
 RJ1104  HISTORY     - 1965     MONUMENTED       CGS
 RJ1104  HISTORY     - 19950712 MARK NOT FOUND   USPSQD
 RJ1104
 RJ1104                          STATION DESCRIPTION
 RJ1104
 RJ1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1104'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1104'THE TOWER IS A 4
 RJ1104'LEGGED STEEL STRUCTURE WITH AN OBSERVATION ROOM AT THE
 RJ1104'TOP.  IT IS LOCATED ABOUT 8-3/4
 RJ1104'MILES SOUTH-SOUTHEAST OF RUDYARD, 12
 RJ1104'MILES SOUTHEAST OF FIBRE AND ON U.S. GOVERNMENT
 RJ1104'PROPERTY.
 RJ1104'
 RJ1104'TO REACH FROM THE POST OFFICE IN RUDYARD GO EAST ON MAIN STREET FOR
 RJ1104'0.4 MILE TO A
 RJ1104'CROSSROAD (MACKINAC TRAIL AND STATE HIGHWAY 48).  TURN
 RJ1104'RIGHT AND GO SOUTH ON MACKINAC
 RJ1104'TRAIL AND HIGHWAY 48 FOR 3.05 MILES TO
 RJ1104'WHERE HIGHWAY 48 TURNS LEFT (EAST).  TURN LEFT
 RJ1104'AND GO EAST ON HIGHWAY 48
 RJ1104'FOR 1.15 MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTHERLY ON A
 RJ1104'GRAVELED ROAD FOR 4.0
 RJ1104'MILES TO A SIDE ROAD LEFT.  CONTINUE SOUTHERLY ON THE
 RJ1104'GRAVELED ROAD FOR 2.8 MILES TO
 RJ1104'A T-ROAD.  TURN LEFT AND GO EASTERLY ON A
 RJ1104'GRAVELED ROAD FOR 3 MILES TO A TRACK ROAD LEFT
 RJ1104'AND A SIGN DAGGETT TOWER.
 RJ1104'TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 0.2 MILE TO THE
 RJ1104'STATION.
 RJ1104'
 RJ1104'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DAGGETT
 RJ1104'1965, THE DISTANCE
 RJ1104'BEING 162.87 FEET, OR 49.644 METERS.
 RJ1104'
 RJ1104'NOTE- THE OVERALL HEIGHT OF THE TOWER IS APPROXIMATELY 100 FEET.
 RJ1104
 RJ1104                          STATION RECOVERY (1995)
 RJ1104
 RJ1104'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1104'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0578 ***********************************************************************
 OL0578  DESIGNATION -  DAKE
 OL0578  PID         -  OL0578
 OL0578  STATE/COUNTY-  MI/MUSKEGON
 OL0578  USGS QUAD   -  
 OL0578
 OL0578                         *CURRENT SURVEY CONTROL
 OL0578  ___________________________________________________________________
 OL0578* NAD 83(1994)-  43 19 50.43495(N)    086 24 02.49956(W)     ADJUSTED  
 OL0578* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 OL0578  ___________________________________________________________________
 OL0578  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 OL0578  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 OL0578
 OL0578  HORZ ORDER  -  FIRST
 OL0578
 OL0578.The horizontal coordinates were established by classical geodetic methods
 OL0578.and adjusted by the National Geodetic Survey in February 1997..
 OL0578
 OL0578.The orthometric height was scaled from a topographic map.
 OL0578
 OL0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0578
 OL0578.The geoid height was determined by GEOID03.
 OL0578
 OL0578;                    North         East     Units Scale Factor Converg.
 OL0578;SPC MI S     -   205,342.910 3,835,062.032   MT  0.99993709   -1 23 03.2
 OL0578;SPC MI S     -   673,697.21 12,582,224.51   iFT  0.99993709   -1 23 03.2
 OL0578;UTM  16      - 4,797,711.279   548,585.701   MT  0.99962904   +0 24 40.5
 OL0578
 OL0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0578!SPC MI S     -   0.99996992  x   0.99993709  =   0.99990701
 OL0578!UTM  16      -   0.99996992  x   0.99962904  =   0.99959897
 OL0578
 OL0578:                Primary Azimuth Mark                     Grid Az
 OL0578:SPC MI S     -  WHITEHALL OTTAWA LEA CO STACK            027 57 50.6
 OL0578:UTM  16      -  WHITEHALL OTTAWA LEA CO STACK            026 10 06.9
 OL0578
 OL0578|---------------------------------------------------------------------|
 OL0578| PID    Reference Object                     Distance      Geod. Az  |
 OL0578|                                                           dddmmss.s |
 OL0578| OL0572 WHITEHALL OTTAWA LEA CO STACK       APPROX. 8.7 KM 0263447.4 |
 OL0578| OL0573 WHITEHALL MUNICIPAL STANDPIPE       APPROX. 9.9 KM 0321748.2 |
 OL0578| OL0560 MUSKEGON CTHSE TIP OF SPIRE         APPROX.16.6 KM 1295026.8 |
 OL0578| OL0559 MUSKEGON PISTON CO TALL STACK       APPROX.17.9 KM 1353457.6 |
 OL0578| OL0564 MUSKEGON BRUNSWICK RADIO STK        APPROX.16.9 KM 1360827.6 |
 OL0578| OL0557 MUSKEGON BENNET PUMP CO TANK        APPROX.19.7 KM 1363152.7 |
 OL0578| OL0558 MUSKEGON MUNICIPAL STANDPIPE        APPROX.18.7 KM 1383235.5 |
 OL0578| OL0563 MUSKEGON CAMPBELL WYANT TANK        APPROX.17.9 KM 1422103.4 |
 OL0578| CH0963 DAKE AZ MK                                         1481921.1 |
 OL0578| OL0565 MUSKEGON CEN PAPER CO TALL STK      APPROX.15.1 KM 1484727.6 |
 OL0578| OL0569 MUSKEGON PIERHEAD R RNG LT          APPROX.12.5 KM 1572023.4 |
 OL0578| OL0568 MUSKEGON BREAKWATER F RNG LT        APPROX.12.6 KM 1594520.4 |
 OL0578| OL0567 MUSKEGON N BREAKWATER LIGHT         APPROX.12.4 KM 1595425.8 |
 OL0578| OL0576 WHITE RIVER PIERHEAD LIGHT          APPROX. 5.4 KM 3342959.2 |
 OL0578| OL0579 MONTAGUE                            APPROX. 7.5 KM 3395854.5 |
 OL0578|---------------------------------------------------------------------|
 OL0578
 OL0578                          SUPERSEDED SURVEY CONTROL
 OL0578
 OL0578  NAD 83(1986)-  43 19 50.43871(N)    086 24 02.51057(W) AD(       ) 1
 OL0578  NAD 27      -  43 19 50.40200(N)    086 24 02.27000(W) AD(       ) 1
 OL0578
 OL0578.Superseded values are not recommended for survey control.
 OL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0578.See file dsdata.txt to determine how the superseded data were derived.
 OL0578
 OL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN4858697711(NAD 83)
 OL0578_MARKER: DS = TRIANGULATION STATION DISK
 OL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0578_SP_SET: SQUARE CONCRETE MONUMENT
 OL0578_MARK LOGO: CGS   
 OL0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0578+STABILITY: POSITION/ELEVATION WELL
 OL0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0578+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 OL0578
 OL0578  HISTORY     - Date     Condition        Report By
 OL0578  HISTORY     - 1932     MONUMENTED       CGS
 OL0578  HISTORY     - 1932     GOOD             CGS
 OL0578  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0578  HISTORY     - 1980     GOOD             MIDH
 OL0578  HISTORY     - 19910513 GOOD             NOS
 OL0578
 OL0578                          STATION DESCRIPTION
 OL0578
 OL0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0578'ABOUT 10 MILES NORTHWEST OF
 OL0578'MUSKEGON, ABOUT 6
 OL0578'MILES SOUTHWEST OF WHITEHALL, ON HIGH SAND DUNE AT SOUTH END
 OL0578'OF GROUP OF DUNES LYING WEST OF DUCK
 OL0578'LAKE, ON LAND OWNED BY E. B. DAKE OF
 OL0578'MUSKEGON, AND AT NORTH END OF NARROW RIDGE ON HIGHEST
 OL0578'PART OF DUNE.  TO REACH
 OL0578'FROM MUSKEGON, FOLLOW U.S. ROUTE 31 NORTH 3.3 MILES TO JUNCTION WITH
 OL0578'SCENIC DRIVE IN NORTH
 OL0578'MUSKEGON, TURN LEFT ONTO SCENIC DRIVE, CONTINUE WEST AND NORTH
 OL0578'12.0 MILES TO FOOT OF DUNE EAST
 OL0578'OF STATION, AND CLUMB ABOUT 100 YARDS TO TOP OF DUNE
 OL0578'AND STATION SITE.  FOOT OF DUNE IS AT SUMMIT OF
 OL0578'GRADE AFTER CROSSING MUSKRAT LAKE
 OL0578'AND OPPOSITE APPLE ORCHARD ON EAST SIDE OF ROAD.  THERE IS
 OL0578'TRIANGULAR BLAZE ON 6-INCH TREE
 OL0578'WEST OF ROAD.  DUNE IS VERY STEEP, AND SLOPES AND TOP ARE HEAVILY
 OL0578'WOODED.  SURFACE AND
 OL0578'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1A
 OL0578'AND 7A.  UPPER MARK IS FLUSH
 OL0578'WITH GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 OL0578'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OL0578'NO. 1 PROJECTS 6 INCHES, IS AT TOP OF
 OL0578'GRADE, 5 FEET EAST OF TELEPHONE POLE, 0.85 FOOT WEST OF FENCE
 OL0578'LINE, 29.4 FEET EAST OF CENTER
 OL0578'LINE OF HIGHWAY, 15 FEET SOUTH OF SIGNBOARD (IDLEWOOD HOTEL), AND
 OL0578'104.901 METERS (344.16 FEET)
 OL0578'FROM STATION IN AZIMUTH 219 DEG 00 MIN 33 SEC.  AZIMUTH MARK IS FLUSH
 OL0578'WITH SURFACE, ON RIGHT-OF-WAY OF
 OL0578'HIGHWAY, ABOUT 100 FEET NORTH OF FOOT OF HILL, ON
 OL0578'FILL ABOVE MUSKRAT LAKE, 14 FEET EAST OF CENTER
 OL0578'LINE OF HIGHWAY, 2 FEET WEST OF
 OL0578'WHITE GUARD RAIL, AND 194.351 METERS (637.63 FEET) FROM STATION IN
 OL0578'AZIMUTH 328 DEG 19 MIN 28 SEC.
 OL0578
 OL0578                          STATION RECOVERY (1932)
 OL0578
 OL0578'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0578'RECOVERED IN GOOD CONDITION.
 OL0578
 OL0578                          STATION RECOVERY (1965)
 OL0578
 OL0578'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0578'THE STATION MARK, REFERENCE MARK AND AZIMUTH MARK WERE FOUND IN
 OL0578'GOOD CONDITION.
 OL0578'
 OL0578'THE STATION IS 2.12 FEET SOUTHEAST OF BLAZED 10 INCH OAK TREE,
 OL0578'17.5 FT. EAST OF
 OL0578'BLAZED 6 INCH MAPLE TREE, SURFACE MARK BEING A STANDARD
 OL0578'BRONZE DISC SET IN TOP OF 10 INCH
 OL0578'SQUARE CONCRETE MONUMENT FLUSH WITH
 OL0578'THE GROUND SURFACE, SUB-SURFACE MARK BEING A
 OL0578'STANDARD BRONZE DISC SET IN
 OL0578'BLOCK OF CONCRETE 3 FT. BELOW THE GROUND.  TO REACH THE STATION
 OL0578'FROM WHITEHALL AT
 OL0578'INTERSECTION OF WEST MAIN AND SOUTH LAKE STREETS GO 2.2 MI.
 OL0578'SOUTH ON SOUTH LAKE ST. TO
 OL0578'SCENIC DRIVE, GO WEST 2.05 MILES IN SCENIC
 OL0578'DRIVE TO AN INTERSECTION, PROCEED SOUTH
 OL0578'SOUTHEAST 1.4 MILE TO DUCK LAKE
 OL0578'BRIDGE, CONTINUE 1.15 MILE ALONG SCENIC DRIVE TO BASE OF
 OL0578'DUNE ON WEST SIDE
 OL0578'OF ROAD, CLIMB STEEP SLOPE TO TOP OF DUNE AND VICINITY OF STATION.
 OL0578'TAKING FIRST DIRT
 OL0578'ROADWAY NORTH OF THE STATION, BEAR LEFT ALWAYS TO END
 OL0578'OF ROAD, IN A SMALL CLEARING.  WALK
 OL0578'UP TO TOP OF RIDGE AT ITS SOUTHERLY
 OL0578'END AND VICINITY OF STATION.
 OL0578'
 OL0578'REFERENCE MARK NO 1 IS 344 FEET NORTH EASTERLY OF STATION, 29 FEET
 OL0578'EAST OF CENTERLINE
 OL0578'SCENIC DRIVE, 5 FEET E OF UTILITY POLE, BEING A STANDARD BRONZE
 OL0578'DISC SET IN TOP 10 INCH
 OL0578'SQUARE MONUMENT 2 INCH ABOVE THE GROUND.
 OL0578'
 OL0578'THE AZIMUTH MARK IS ABOUT 637 FEET SE OF STATION, 186 FEET S OF MOST
 OL0578'NORTHERLY GUARD
 OL0578'RAIL POST ON FILL ABOVE MUSKRAT LAKE ON E SIDE OF
 OL0578'SCENIC DRIVE, 83 FEET NORTH
 OL0578'NORTHEAST OF S END OF GUARD RAIL POST ON FILL
 OL0578'ABOVE MUSKRAT LAKE ON WEST SIDE OF SCENIC
 OL0578'DRIVE, 36 FEET N NW OF 4 INCH MAPLE
 OL0578'TREE, 41 FEET N NW OF UTILITY POLE, 14 FEET E OF CENTERLINE
 OL0578'SCENIC DRIVE, 3 FEET W OF
 OL0578'GUARD RAIL, BEING A STANDARD BRONZE DISC SET IN TOP 10 INCH
 OL0578'SQUARE CONCRETE
 OL0578'MONUMENT 2 INCHES BELOW GROUND SURFACE.
 OL0578
 OL0578                          STATION RECOVERY (1980)
 OL0578
 OL0578'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OL0578'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.  METAL
 OL0578'WITNESS POSTS WERE PLACED NEAR THESE MONUMENTS.
 OL0578'
 OL0578'THE AZIMUTH MARK WAS FOUND AND HAS BEEN DISTURBED.  IT IS TILTED
 OL0578'NORTHERLY PROBABLY DUE TO BEING HIT BY ROAD GRADING EQUIPMENT.
 OL0578'
 OL0578'PROPERTY OWNER PERMISSION SHOULD BE OBTAIN TO GET ACCESS TO THE
 OL0578'STATION SITE.
 OL0578
 OL0578                          STATION RECOVERY (1991)
 OL0578
 OL0578'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 OL0578'STATION RECOVERED IN GOOD CONDITION FROM ITS PLOTTED POSITION.
 OL0578'IT IS IN THICK WOODS, AND IS NOT SUITABLE FOR GPS.  NO MEASUREMENTS
 OL0578'WERE MADE.
 OL0578'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0557 ***********************************************************************
 QL0557  DESIGNATION -  DAM
 QL0557  PID         -  QL0557
 QL0557  STATE/COUNTY-  MI/MENOMINEE
 QL0557  USGS QUAD   -  VEGA (1986)
 QL0557
 QL0557                         *CURRENT SURVEY CONTROL
 QL0557  ___________________________________________________________________
 QL0557* NAD 83(1994)-  45 48 24.60534(N)    087 33 56.34038(W)     ADJUSTED  
 QL0557* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 QL0557  ___________________________________________________________________
 QL0557  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 QL0557  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 QL0557
 QL0557  HORZ ORDER  -  THIRD
 QL0557
 QL0557.The horizontal coordinates were established by classical geodetic methods
 QL0557.and adjusted by the National Geodetic Survey in February 1997..
 QL0557
 QL0557.The orthometric height was scaled from a topographic map.
 QL0557
 QL0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0557
 QL0557.The geoid height was determined by GEOID03.
 QL0557
 QL0557;                    North         East     Units Scale Factor Converg.
 QL0557;SPC MI N     -   113,913.568 7,956,033.773   MT  0.99993749   -0 24 31.8
 QL0557;SPC MI N     -   373,732.18 26,102,473.01   iFT  0.99993749   -0 24 31.8
 QL0557;UTM  16      - 5,072,741.438   456,048.258   MT  0.99962375   -0 24 20.1
 QL0557
 QL0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0557!SPC MI N     -   0.99995782  x   0.99993749  =   0.99989531
 QL0557!UTM  16      -   0.99995782  x   0.99962375  =   0.99958159
 QL0557
 QL0557|---------------------------------------------------------------------|
 QL0557| PID    Reference Object                     Distance      Geod. Az  |
 QL0557|                                                           dddmmss.s |
 QL0557| CJ4482 DAM RM 1                             20.218 METERS 08558     |
 QL0557| CJ4483 DAM RM 2                             22.074 METERS 20941     |
 QL0557|---------------------------------------------------------------------|
 QL0557
 QL0557                          SUPERSEDED SURVEY CONTROL
 QL0557
 QL0557  NAD 83(1986)-  45 48 24.60397(N)    087 33 56.33802(W) AD(       ) 3
 QL0557  NAD 27      -  45 48 24.74300(N)    087 33 55.86800(W) AD(       ) 3
 QL0557
 QL0557.Superseded values are not recommended for survey control.
 QL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0557.See file dsdata.txt to determine how the superseded data were derived.
 QL0557
 QL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5604872741(NAD 83)
 QL0557_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0557
 QL0557  HISTORY     - Date     Condition        Report By
 QL0557  HISTORY     - 1954     MONUMENTED       CGS
 QL0557
 QL0557                          STATION DESCRIPTION
 QL0557
 QL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0557'THE STATION IS LOCATED ABOUT 8 MILES NORTH-NORTHWEST OF POWERS AND 6
 QL0557'1/2 MILES NORTH OF
 QL0557'HERMANSVILLE.  IT IS 42 FEET SOUTH OF A 14 INCH ELM TREE WITH A
 QL0557'TRIANGLE BLAZE, 33 FEET SOUTHEAST OF
 QL0557'A 10 INCH ASH TREE, 4 FEET NORTH OF A WITNESS POST AND 21 FEET
 QL0557'EAST OF THE APPROXIMATE CENTER OF A
 QL0557'WOODS ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QL0557'IS STAMPED DAM 1954.
 QL0557'
 QL0557'REFERENCE MARK NO 1 IS EAST OF THE STATION.  THE MARK PROJECTS 8
 QL0557'INCHES AND THE DISK IS
 QL0557'STAMPED DAM NO 1 1954.
 QL0557'
 QL0557'REFERENCE MARK NO 2 IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF A
 QL0557'WOODS ROAD.  THE MARK
 QL0557'PROJECTS 6 INCHES AND THE DISK IS STAMPED DAM NO 2 1954.
 QL0557'
 QL0557'NO AZIMUTH MARK WAS SET DUE TO A WOODED AREA.
 QL0557'
 QL0557'TO REACH FROM THE POST OFFICE IN HERMANSVILLE, GO NORTHWEST FOR 1.0
 QL0557'MILE TO THE JUNCTION OF U S
 QL0557'HIGHWAY 2, TURN LEFT (WEST) ON U S HIGHWAY 2 FOR 0.25 MILE TO A SIDE
 QL0557'ROAD RIGHT, TURN RIGHT (NORTH) ON
 QL0557'A BLACK TOP ROAD FOR 1.0 MILE TO A FORKS, KEEP RIGHT
 QL0557'FORK NORTH FOR 1.05 MILES TO THE END OF THE BLACK
 QL0557'TOP ROAD.  HERE CONTINUE NORTH ON A
 QL0557'GRADED ROAD FOR 2.7 MILES TO A SIDE ROAD RIGHT, TURN RIGHT (EAST)
 QL0557'AND FOLLOW A TRACK WOODS ROAD FOR
 QL0557'2.55 MILES TO A WOODEN BRIDGE, CONTINUE EAST ACROSS THE BRIDGE FOR
 QL0557'0.1 MILE TO A FORKS.  HERE TAKE
 QL0557'LEFT FORK NORTH ON A DIM TRACK ROAD FOR 0.4 MILE TO A
 QL0557'TRIANGLE BLAZED TREE ON THE RIGHT, TURN RIGHT
 QL0557'EAST ON A DIM TRACK ROAD FOR 0.1 MILE
 QL0557'AND THE STATION AS DESCRIBED.
 QL0557'
 QL0557'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1636 ***********************************************************************
 NF1636  DESIGNATION -  DAN
 NF1636  PID         -  NF1636
 NF1636  STATE/COUNTY-  MI/ALLEGAN
 NF1636  USGS QUAD   -  MERSON (1981)
 NF1636
 NF1636                         *CURRENT SURVEY CONTROL
 NF1636  ___________________________________________________________________
 NF1636* NAD 83(1994)-  42 27 08.72496(N)    085 45 42.39356(W)     ADJUSTED  
 NF1636* NAVD 88     -       287.6    (meters)     944.     (feet)  GPS OBS   
 NF1636  ___________________________________________________________________
 NF1636  X           -     348,337.841 (meters)                     COMP
 NF1636  Y           -  -4,700,523.818 (meters)                     COMP
 NF1636  Z           -   4,282,988.669 (meters)                     COMP
 NF1636  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 NF1636  ELLIP HEIGHT-         254.62  (meters)          (07/12/02) GPS OBS
 NF1636  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NF1636
 NF1636  HORZ ORDER  -  FIRST
 NF1636  ELLP ORDER  -  FOURTH    CLASS II
 NF1636
 NF1636.The horizontal coordinates were established by GPS observations
 NF1636.and adjusted by the National Geodetic Survey in September 1995..
 NF1636
 NF1636.The orthometric height was determined by GPS observations and a
 NF1636.high-resolution geoid model.
 NF1636
 NF1636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1636
 NF1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1636
 NF1636.The ellipsoidal height was determined by GPS observations
 NF1636.and is referenced to NAD 83.
 NF1636
 NF1636.The geoid height was determined by GEOID03.
 NF1636
 NF1636;                    North         East     Units Scale Factor Converg.
 NF1636;SPC MI S     -   106,743.673 3,885,249.182   MT  0.99993521   -0 56 57.9
 NF1636;SPC MI S     -   350,208.90 12,746,880.52   iFT  0.99993521   -0 56 57.9
 NF1636;UTM  16      - 4,700,752.956   601,817.892   MT  0.99972755   +0 50 09.0
 NF1636
 NF1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1636!SPC MI S     -   0.99996007  x   0.99993521  =   0.99989528
 NF1636!UTM  16      -   0.99996007  x   0.99972755  =   0.99968763
 NF1636
 NF1636:                Primary Azimuth Mark                     Grid Az
 NF1636:SPC MI S     -  DAN AZ MK                                029 40 03.2
 NF1636:UTM  16      -  DAN AZ MK                                027 52 56.3
 NF1636
 NF1636|---------------------------------------------------------------------|
 NF1636| PID    Reference Object                     Distance      Geod. Az  |
 NF1636|                                                           dddmmss.s |
 NF1636| CH0964 DAN AZ MK                                          0284305.3 |
 NF1636| NF1631 OTSEGO MEAD CORP TANK               APPROX. 4.7 KM 0733548.2 |
 NF1636| NF1632 OTSEGO MUN TANK                     APPROX. 5.6 KM 0793311.6 |
 NF1636| CH0965 DAN RM 1                             23.782 METERS 08800     |
 NF1636| NF1639 BERLAMONT WISC MICH PIPE MAST       APPROX.19.6 KM 2682122.1 |
 NF1636| CH0966 DAN RM 2                             22.759 METERS 33109     |
 NF1636|---------------------------------------------------------------------|
 NF1636
 NF1636                          SUPERSEDED SURVEY CONTROL
 NF1636
 NF1636  ELLIP H (09/20/95)  254.63   (m)                       GP(       ) 1 2
 NF1636  NAD 83(1994)-  42 27 08.72563(N)    085 45 42.40574(W) AD(       ) 1
 NF1636  NAD 83(1986)-  42 27 08.72631(N)    085 45 42.40923(W) AD(       ) 1
 NF1636  NAD 27      -  42 27 08.60234(N)    085 45 42.33827(W) AD(       ) 1
 NF1636  NGVD 29 (07/19/86)  287.9    (m)          945.     (f) VERT ANG       
 NF1636
 NF1636.Superseded values are not recommended for survey control.
 NF1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1636.See file dsdata.txt to determine how the superseded data were derived.
 NF1636
 NF1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0181800753(NAD 83)
 NF1636_MARKER: DS = TRIANGULATION STATION DISK
 NF1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1636_SP_SET: CONCRETE POST
 NF1636_STAMPING: DAN 1969
 NF1636_MARK LOGO: CGS   
 NF1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1636+STABILITY: SURFACE MOTION
 NF1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1636+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NF1636
 NF1636  HISTORY     - Date     Condition        Report By
 NF1636  HISTORY     - 1969     MONUMENTED       CGS
 NF1636  HISTORY     - 1969     GOOD             CGS
 NF1636  HISTORY     - 1980     GOOD             MIDH
 NF1636  HISTORY     - 1989     GOOD             USPSQD
 NF1636  HISTORY     - 19891120 GOOD             NGS
 NF1636  HISTORY     - 19921026 GOOD             MIDT
 NF1636  HISTORY     - 19921219 GOOD             LOCENG
 NF1636  HISTORY     - 19931027 GOOD             MIDT
 NF1636  HISTORY     - 19940523 GOOD             NGS
 NF1636  HISTORY     - 20051019 GOOD             USPSQD
 NF1636
 NF1636                          STATION DESCRIPTION
 NF1636
 NF1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1636'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, T. 1 N.,
 NF1636'R. 12 W. AND IN
 NF1636'THE NORTH EDGE OF THE FRONT YARD OF MR. DAN SCHANZ.  IT
 NF1636'IS ABOUT 7-1/4 MILES SOUTHEAST OF
 NF1636'ALLEGAN, 6-1/2 MILES NORTH OF MENTHA
 NF1636'AND 3 MILES WEST OF OSTEGO.
 NF1636'
 NF1636'TO REACH THE STATION FROM THE INTERSECTION OF FARMERS AND ALLEGAN
 NF1636'STREETS (STATE
 NF1636'HIGHWAY 89) IN OSTEGO, GO WEST ON ALLEGAN STREET FOR 1.05
 NF1636'MILES TO A SIDE ROAD LEFT.  TURN
 NF1636'LEFT, THEN RIGHT AND GO WEST ON
 NF1636'JEFFERSON ROAD FOR 1.1 MILES TO A SIDE ROAD LEFT
 NF1636'(21ST STREET).  CONTINUE
 NF1636'WEST ON JEFFERSON ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT (22ND
 NF1636'STREET). CONTINUE
 NF1636'WEST ON JEFFERSON ROAD FOR 0.1 MILE TO THE TOP OF A HILL
 NF1636'AND THE STATION ON THE LEFT.
 NF1636'
 NF1636'THE STATION MARK IS A STANDARD DISK STAMPED DAN 1969, SET IN
 NF1636'THE TOP OF A
 NF1636'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 1 INCH
 NF1636'BELOW THE GROUND.  IT IS 134
 NF1636'FEET NORTH OF THE NORTHWEST CORNER OF A
 NF1636'HOUSE, 61 FEET WEST OF THE CENTER OF A
 NF1636'DRIVEWAY, 37.5 FEET EAST OF
 NF1636'POWER LINE POLE NUMBER 69-1/2 AND 35 FEET SOUTH OF THE
 NF1636'CENTER OF
 NF1636'JEFFERSON ROAD.
 NF1636'
 NF1636'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DAN NO 1 1969,
 NF1636'SET IN THE TOP OF
 NF1636'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1636'2 INCHES ABOVE THE GROUND.  IT IS 34
 NF1636'FEET SOUTH OF THE CENTER OF
 NF1636'JEFFERSON ROAD, 17 FEET EAST OF THE CENTER OF THE
 NF1636'DRIVEWAY AND 2 FEET
 NF1636'WEST OF A TELEPHONE POLE.
 NF1636'
 NF1636'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAN NO 2 1969,
 NF1636'SET IN THE TOP OF
 NF1636'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF1636'PROJECTS 3 INCHES ABOVE THE GROUND.
 NF1636'IT IS 61 FEET SOUTH OF A POWER
 NF1636'LINE POLE WITH TRANSFORMER, 32 FEET NORTH OF THE CENTER
 NF1636'OF JEFFERSON ROAD
 NF1636'AND 2.1 FEET EAST OF A METAL WITNESS POST.
 NF1636'
 NF1636'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAN 1969, SET IN
 NF1636'THE TOP OF A
 NF1636'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 NF1636'INCHES ABOVE THE GROUND.  IT IS
 NF1636'55.4 FEET WEST OF A FENCE CORNER, 33
 NF1636'FEET WEST OF THE CENTER OF 22ND STREET AND 22 FEET
 NF1636'SOUTH-SOUTHWEST
 NF1636'OF A METAL WITNESS POST.
 NF1636'
 NF1636'HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
 NF1636
 NF1636                          STATION RECOVERY (1969)
 NF1636
 NF1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF1636'RECOVERED IN GOOD CONDITION.
 NF1636
 NF1636                          STATION RECOVERY (1980)
 NF1636
 NF1636'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1636'STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK
 NF1636'RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 NF1636
 NF1636                          STATION RECOVERY (1989)
 NF1636
 NF1636'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF1636'RECOVERED IN GOOD CONDITION.
 NF1636
 NF1636                          STATION RECOVERY (1989)
 NF1636
 NF1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF1636'THE STATION IS LOCATED ABOUT 11.7 KM (7.25 MI) SOUTHEAST OF ALLEGAN,
 NF1636'4.8 KM (3.00 MI) WEST OF OSTEGO, IN THE SOUTHEAST 1/4 OF SECTION 19, T
 NF1636'1 N, R 12 W.  OWNERSHIP--MR. DAN SCHANZ.
 NF1636'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 89(ALLEGAN
 NF1636'STREET) AND FARMERS STREET IN OSTEGO, GO WEST ON HIGHWAY 89 FOR 1.7 KM
 NF1636'(1.05 MI) TO A Y-INTERSECTION AND A SIDE ROAD LEFT.  TURN LEFT, THEN
 NF1636'RIGHT AND GO WEST ON JEFFERSON ROAD FOR 5.2 KM (3.25 MI) TO A ROAD
 NF1636'RIGHT, 22ND STREET.  CONTINUE WEST ON JEFFERSON ROAD FOR 0.2 KM
 NF1636'(0.10 MI) TO THE TOP OF A HILL AND THE STATION ON THE LEFT.
 NF1636'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM ROUND
 NF1636'CONCRETE MONUMENT RECESSED 3 CM BELOW THE GROUND.  LOCATED 40.85 M
 NF1636'(134.0 FT) NORTH FROM THE NORTHWEST CORNER OF A HOUSE, 18.6 M
 NF1636'(61.0 FT) WEST FROM THE CENTER OF A DRIVEWAY, 11.42 M (37.5 FT) EAST
 NF1636'FROM UTILITY POLE NUMBER 69-1/2 AND 10.67 M (35.0 FT) SOUTH FROM THE
 NF1636'CENTER OF JEFFERSON ROAD.
 NF1636'DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 NF1636
 NF1636                          STATION RECOVERY (1992)
 NF1636
 NF1636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1636'STATION IS LOCATED IN QUAD 420853 AND ON THE MERSON QUADRANGLE MAP.
 NF1636'STATION IS IN THE SOUTHEAST 1/4 SECTION 19, T-1-N, R-12-W, OTSEGO
 NF1636'TOWNSHIP, ON THE PROPERTY OF DAN SCHANTZ.  IT IS ABOUT 3.3 MILES (5.3
 NF1636'KM) WESTERLY OF OTSEGO, ABOUT 7.1 MILES (11.4 KM) SOUTHEAST OF ALLEGAN
 NF1636'AND ABOUT 8.6 MILES (13.8 KM) SOUTHWEST OF MARTIN. TO REACH THE
 NF1636'STATION FROM THE JUNCTION OF STATE HIGHWAY M-89 AND FARMER STREET, IN
 NF1636'THE CENTER OF THE CITY OF OTSEGO, GO WEST ALONG STATE HIGHWAY M-89 FOR
 NF1636'1.1 MILES (1.8 KM) TO THE JUNCTION AT THE HIGHWAY CURVE AND PAVED ROAD
 NF1636'WEST (JEFFERSON ROAD) ON THE LEFT, CONTINUE GOING WEST ALONG PAVED
 NF1636'ROAD (JEFFERSON ROAD) FOR 2.4 MILES (3.9 KM) TO STATION OF THE LEFT,
 NF1636'IN LAWN AS DESCRIBED. STATION IS 34.2 FEET (10.4 M) SOUTH OF CENTER OF
 NF1636'JEFFERSON ROAD, 57 FEET (17.4 M) WEST OF CENTER OF DRIVEWAY, 78.2 FEET
 NF1636'(23.8 M) WEST OF REFERENCE MARK NO. 1, 75 FEET (22.9 M) SOUTHEAST OF
 NF1636'REFERENCE MARK NO 2, AND 38 FEET (11.6 M) EAST OF A UTILITY POLE.
 NF1636
 NF1636                          STATION RECOVERY (1992)
 NF1636
 NF1636'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1636'RECOVERED IN GOOD CONDITION.
 NF1636
 NF1636                          STATION RECOVERY (1993)
 NF1636
 NF1636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NF1636'STATION IS LOCATED IN QUAD 420853 ON THE MERSON QUADRANGLE MAP. IT IS
 NF1636'IN THE SOUTHEAST 1/4 SECTION 19, T-1-N, R-12-W, OF OTSEGO TOWNSHIP.
 NF1636'ABOUT 8.6 MILES SOUTHWEST FROM MARTIN, 7.1 MILES SOUTHEAST FROM
 NF1636'ALLEGAN AND 3.3 MILES WEST FROM OTSEGO. TO REACH FROM THE JUNCTION OF
 NF1636'STATE HIGHWAY M-89 AND FARMER STREET IN OTSEGO, GO WEST ALONG STATE
 NF1636'HIGHWAY M-89 FOR 1.1 MILES TO THE JUNCTION AT A HIGHWAY CURVE AND
 NF1636'JEFFERSON ROAD. GO WEST ALONG JEFFERSON ROAD FOR 2.4 MILES TO STATION
 NF1636'ON THE LEFT AS DESCRIBED. STATION IS 78.2 FEET WEST OF REFERENCE MARK
 NF1636'DAN NO. 1, 75 FEET SOUTH EAST OF REFERENCE MARK DAN NO. 2, 38 FEET
 NF1636'EAST OF UTILITY POLE, 34.2 FEET SOUTH FROM CENTER OF JEFFERSON ROAD.
 NF1636
 NF1636                          STATION RECOVERY (1994)
 NF1636
 NF1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1636'NOTE--SOUTH TWO QUADRANTS ARE ALMOST COMPLETELY BLOCKED FOR GPS
 NF1636'OBSERVATIONS DUE TO A LINE OF EAST-WEST TREES.  THE STATION IS LOCATED
 NF1636'ABOUT 11.7 KM (7.25 MI) SOUTHEAST OF ALLEGAN, 4.8 KM (3.00 MI) WEST OF
 NF1636'OTSEGO, IN THE SOUTHEAST 1/4 OF SECTION 19, T 1 N, R 12 W.
 NF1636'OWNERSHIP--MR.  DAN SCHANZ.  TO REACH THE STATION FROM THE
 NF1636'INTERSECTION OF STATE HIGHWAY 89 (ALLEGAN STREET) AND FARMERS STREET
 NF1636'IN OTSEGO, GO WEST ON HIGHWAY 89 FOR 1.7 KM (1.05 MI) TO A
 NF1636'Y-INTERSECTION AND A SIDE ROAD LEFT.  TURN LEFT, THEN RIGHT AND GO
 NF1636'WEST ON JEFFERSON ROAD FOR 3.6 KM (2.25 MI) TO A ROAD RIGHT, 22ND
 NF1636'STREET.  CONTINUE WEST ON JEFFERSON ROAD FOR 0.2 KM (0.10 MI) TO THE
 NF1636'TOP OF A HILL AND THE STATION ON THE LEFT.  STATION PROJECTS 8 CM
 NF1636'ABOVE GROUND.  IT IS 40.85 M (134.02 FT) NORTH OF THE NORTHWEST CORNER
 NF1636'OF A HOUSE, 18.6 M (61.0 FT) WEST OF THE CENTER OF A DRIVEWAY, 11.42 M
 NF1636'(37.47 FT) EAST OF UTILITY POLE NUMBER 69-1/2, AND 10.67 M (35.01 FT)
 NF1636'SOUTH OF THE CENTER OF JEFFERSON ROAD.  DESCRIBED BY R.L. RAMSEY.
 NF1636
 NF1636                          STATION RECOVERY (2005)
 NF1636
 NF1636'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1233 ***********************************************************************
 RJ1233  DESIGNATION -  DANAHER
 RJ1233  PID         -  RJ1233
 RJ1233  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1233  USGS QUAD   -  SENEY NW (1972)
 RJ1233
 RJ1233                         *CURRENT SURVEY CONTROL
 RJ1233  ___________________________________________________________________
 RJ1233* NAD 83(1994)-  46 25 33.15908(N)    085 55 55.93935(W)     ADJUSTED  
 RJ1233* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 RJ1233  ___________________________________________________________________
 RJ1233  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 RJ1233  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 RJ1233
 RJ1233  HORZ ORDER  -  SECOND
 RJ1233
 RJ1233.The horizontal coordinates were established by classical geodetic methods
 RJ1233.and adjusted by the National Geodetic Survey in February 1997..
 RJ1233
 RJ1233.The orthometric height was scaled from a topographic map.
 RJ1233
 RJ1233.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1233
 RJ1233.The geoid height was determined by GEOID03.
 RJ1233
 RJ1233;                    North         East     Units Scale Factor Converg.
 RJ1233;SPC MI N     -   183,112.213 8,082,067.790   MT  0.99990584   +0 46 18.4
 RJ1233;SPC MI N     -   600,761.85 26,515,970.44   iFT  0.99990584   +0 46 18.4
 RJ1233;UTM  16      - 5,141,921.087   582,044.941   MT  0.99968274   +0 46 25.1
 RJ1233
 RJ1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1233!SPC MI N     -   0.99996400  x   0.99990584  =   0.99986984
 RJ1233!UTM  16      -   0.99996400  x   0.99968274  =   0.99964675
 RJ1233
 RJ1233:                Primary Azimuth Mark                     Grid Az
 RJ1233:SPC MI N     -  LAKETON                                  103 40 11.4
 RJ1233:UTM  16      -  LAKETON                                  103 40 04.7
 RJ1233
 RJ1233|---------------------------------------------------------------------|
 RJ1233| PID    Reference Object                     Distance      Geod. Az  |
 RJ1233|                                                           dddmmss.s |
 RJ1233| RJ1228 LAKETON                             APPROX. 9.6 KM 1042629.8 |
 RJ1233| CH1039 DANAHER RM 1                         24.011 METERS 14819     |
 RJ1233| CH1040 DANAHER RM 2                         26.534 METERS 23408     |
 RJ1233|---------------------------------------------------------------------|
 RJ1233
 RJ1233                          SUPERSEDED SURVEY CONTROL
 RJ1233
 RJ1233  NAD 83(1986)-  46 25 33.15323(N)    085 55 55.93653(W) AD(       ) 2
 RJ1233  NAD 27      -  46 25 33.22156(N)    085 55 55.41037(W) AD(       ) 2
 RJ1233
 RJ1233.Superseded values are not recommended for survey control.
 RJ1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1233.See file dsdata.txt to determine how the superseded data were derived.
 RJ1233
 RJ1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8204541921(NAD 83)
 RJ1233_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1233_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1233+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ1233
 RJ1233  HISTORY     - Date     Condition        Report By
 RJ1233  HISTORY     - 1965     MONUMENTED       CGS
 RJ1233  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ1233  HISTORY     - 1976     GOOD             MIDH
 RJ1233  HISTORY     - 19990909 GOOD             USPSQD
 RJ1233  HISTORY     - 20030728 GOOD             USPSQD
 RJ1233  HISTORY     - 20060911 GOOD             USPSQD
 RJ1233
 RJ1233                          STATION DESCRIPTION
 RJ1233
 RJ1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1233'THE STATION IS LOCATED ABOUT 0.35 MILE EAST OF STATE HIGHWAY 77,
 RJ1233'5-1/2 MILES NORTH OF SENEY, IN
 RJ1233'SECTION 33, T. 47 N., R. 13 W., AND ON PROPERTY OF THE STATE FOREST
 RJ1233'SERVICE.
 RJ1233'
 RJ1233'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 IN
 RJ1233'SENEY, GO NORTH ON STATE
 RJ1233'HIGHWAY 77 FOR 4.1 MILES TO THE CENTER OF A CONCRETE BRIDGE OVER THE
 RJ1233'EAST BRANCH OF FOX RIVER.  CONTINUE
 RJ1233'NORTH ON HIGHWAY 77 FOR 1.35 MILES TO A SIDE ROAD ON THE
 RJ1233'RIGHT AT A SIGN DANAHER PLAINS RD.  TURN RIGHT
 RJ1233'AND GO EAST ON A SAND ROAD FOR 0.35
 RJ1233'MILE TO A SIDE ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 RJ1233'
 RJ1233'STATION MARKS ARE STANDARD DISKS STAMPED DANAHER 1965.  THE SURFACE
 RJ1233'DISK IS SET IN A ROUND CONCRETE
 RJ1233'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 102 FEET WEST-NORTHWEST OF A
 RJ1233'24 INCH MAPLE TREE, 79 FEET WEST OF
 RJ1233'THE CENTER OF A SAND ROAD, 93 FEET NORTH OF THE
 RJ1233'CENTER OF A SAND ROAD, AND 4.4 FEET SOUTH OF A METAL
 RJ1233'WITNESS POST.  THE UNDERGROUND DISK
 RJ1233'IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE SURFACE
 RJ1233'OF THE GROUND.
 RJ1233'
 RJ1233'REFERENCE MARK NO. 1, A STANDRAD DISK STAMPED DANAHER NO 1 1965, IS
 RJ1233'SET IN A ROUND CONCRETE
 RJ1233'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 41 FEET WEST OF THE 24 INCH
 RJ1233'MAPLE TREE, 26 FEET NORTH OF THE
 RJ1233'CENTER OF THE SAND ROAD, 14 FEET WEST OF THE CENTER OF THE SAND
 RJ1233'ROAD.
 RJ1233'
 RJ1233'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DANAHER NO 2 1965, IS
 RJ1233'SET IN A ROUND CONCRETE
 RJ1233'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 43 FEET NORTH OF THE CENTER
 RJ1233'OF THE SAND ROAD, AND 93 FEET
 RJ1233'SOUTHWEST OF THE METAL WITNESS POST.
 RJ1233'
 RJ1233'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1233'TIME.
 RJ1233'
 RJ1233'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1233
 RJ1233                          STATION RECOVERY (1971)
 RJ1233
 RJ1233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1233'DANAHER AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1233'DISTANCES AND
 RJ1233'DIRECTIONS CHECKED O.K.
 RJ1233'ORIGINAL DESCRIPTION IS
 RJ1233'ADEQUATE.
 RJ1233
 RJ1233                          STATION RECOVERY (1976)
 RJ1233
 RJ1233'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (THP)
 RJ1233'DANAHER 1965 RECOVERED GOOD.
 RJ1233'
 RJ1233'DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES NORTH OF
 RJ1233'SENEY, MICH. 0.35 MI EAST OF M-77.
 RJ1233
 RJ1233                          STATION RECOVERY (1999)
 RJ1233
 RJ1233'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ1233'RECOVERED IN GOOD CONDITION.
 RJ1233
 RJ1233                          STATION RECOVERY (2003)
 RJ1233
 RJ1233'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ1233'STA MARK AND RM 2 FOUND IN GOOD CONDITION. RM 1 NOT FOUND.
 RJ1233
 RJ1233                          STATION RECOVERY (2006)
 RJ1233
 RJ1233'RECOVERY NOTE BY US POWER SQUADRON 2006
 RJ1233'RM 2 ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1288 ***********************************************************************
 NF1288  DESIGNATION -  DANSVILLE ATT MICROWAVE
 NF1288  PID         -  NF1288
 NF1288  STATE/COUNTY-  MI/INGHAM
 NF1288  USGS QUAD   -  DANSVILLE (1976)
 NF1288
 NF1288                         *CURRENT SURVEY CONTROL
 NF1288  ___________________________________________________________________
 NF1288* NAD 83(1994)-  42 33 43.37562(N)    084 18 58.48391(W)     ADJUSTED  
 NF1288* NAVD 88     -                                                        
 NF1288  ___________________________________________________________________
 NF1288  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 NF1288  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF1288
 NF1288  HORZ ORDER  -  THIRD
 NF1288
 NF1288.The horizontal coordinates were established by classical geodetic methods
 NF1288.and adjusted by the National Geodetic Survey in February 1997..
 NF1288
 NF1288
 NF1288.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1288
 NF1288.The geoid height was determined by GEOID03.
 NF1288
 NF1288;                    North         East     Units Scale Factor Converg.
 NF1288;SPC MI S     -   117,970.800 4,004,140.147   MT  0.99992268   +0 02 03.5
 NF1288;SPC MI S     -   387,043.31 13,136,942.74   iFT  0.99992268   +0 02 03.5
 NF1288;UTM  16      - 4,715,674.107   720,302.549   MT  1.00019716   +1 48 57.6
 NF1288
 NF1288                          SUPERSEDED SURVEY CONTROL
 NF1288
 NF1288  NAD 83(1986)-  42 33 43.37571(N)    084 18 58.50545(W) AD(       ) 4
 NF1288  NAD 27      -  42 33 43.24507(N)    084 18 58.61422(W) AD(       ) 3
 NF1288
 NF1288.Superseded values are not recommended for survey control.
 NF1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1288.See file dsdata.txt to determine how the superseded data were derived.
 NF1288
 NF1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2030315674(NAD 83)
 NF1288_MARKER: 45 = MICROWAVE TOWER
 NF1288
 NF1288  HISTORY     - Date     Condition        Report By
 NF1288  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1288
 NF1288                          STATION DESCRIPTION
 NF1288
 NF1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1288'DANSVILLE, AMERICAN TELEPHONE AND TELEGRAPH COMPANY, MICRO-WAVE
 NF1288'RELAY TOWER KQD
 NF1288'73, IS LOCATED ABOUT 1/2 MILE NORTHWEST OF DANSVILLE.
 NF1288'
 NF1288'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 36
 NF1288'(DANSVILLE ROAD)
 NF1288'AND CLARK ROAD IN THE WEST EDGE OF DANSVILLE, GO
 NF1288'NORTH ON CLARK ROAD FOR 0.4 MILE TO
 NF1288'THE STATION ON THE RIGHT.
 NF1288'
 NF1288'THE TOWER IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED ALTERNATELY
 NF1288'RED AND WHITE,
 NF1288'WITH FOUR LARGE REFLECTORS ON TOP, AND HAS AN OVERALL
 NF1288'HEIGHT OF 300 FEET.
 NF1288'
 NF1288'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1324 ***********************************************************************
 RJ1324  DESIGNATION -  DARK HOLE C8M 017
 RJ1324  PID         -  RJ1324
 RJ1324  STATE/COUNTY-  MI/CHIPPEWA
 RJ1324  USGS QUAD   -  GOETZVILLE (1976)
 RJ1324
 RJ1324                         *CURRENT SURVEY CONTROL
 RJ1324  ___________________________________________________________________
 RJ1324* NAD 83(1994)-  46 15 54.93664(N)    084 06 56.66056(W)     ADJUSTED  
 RJ1324* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 RJ1324  ___________________________________________________________________
 RJ1324  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 RJ1324  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1324
 RJ1324  HORZ ORDER  -  SECOND
 RJ1324
 RJ1324.The horizontal coordinates were established by classical geodetic methods
 RJ1324.and adjusted by the National Geodetic Survey in February 1997..
 RJ1324
 RJ1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1324
 RJ1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1324
 RJ1324.The geoid height was determined by GEOID03.
 RJ1324
 RJ1324;                    North         East     Units Scale Factor Converg.
 RJ1324;SPC MI N     -   168,751.628 8,222,283.657   MT  0.99990290   +2 05 05.0
 RJ1324;SPC MI N     -   553,647.07 26,975,996.25   iFT  0.99990290   +2 05 05.0
 RJ1324;UTM  16      - 5,127,564.235   722,261.323   MT  1.00020730   +2 05 05.5
 RJ1324
 RJ1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1324!SPC MI N     -   0.99997791  x   0.99990290  =   0.99988081
 RJ1324!UTM  16      -   0.99997791  x   1.00020730  =   1.00018520
 RJ1324
 RJ1324                          SUPERSEDED SURVEY CONTROL
 RJ1324
 RJ1324  NAD 83(1986)-  46 15 54.92819(N)    084 06 56.65966(W) AD(       ) 2
 RJ1324  NGVD 29 (05/22/90)  177.5    (m)          582.     (f) VERT ANG       
 RJ1324
 RJ1324.Superseded values are not recommended for survey control.
 RJ1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1324.See file dsdata.txt to determine how the superseded data were derived.
 RJ1324
 RJ1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2226127564(NAD 83)
 RJ1324_MARKER: DS = TRIANGULATION STATION DISK
 RJ1324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1324+WITH SETTING: INFORMATION.
 RJ1324_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1324
 RJ1324  HISTORY     - Date     Condition        Report By
 RJ1324  HISTORY     - 1988     MONUMENTED       USE
 RJ1324
 RJ1324                          STATION DESCRIPTION
 RJ1324
 RJ1324'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1324'THE STATION IS LOCATED ABOUT 31.1 KM (19.3 MI) SOUTHEAST OF SAULT STE
 RJ1324'MARIE, 37.8 KM
 RJ1324'(23.5 MI) EAST-NORTHEAST OF RUDYARD, 34.6 KM (21.5 MI)
 RJ1324'NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 5, SEC 25,
 RJ1324'T45N-R2E.
 RJ1324'OWNERSHIP---SSSS
 RJ1324'
 RJ1324'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1324'4.4 KM
 RJ1324'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1324'NORTH FOR 3.7 KM
 RJ1324'(2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING THE
 RJ1324'CHARLOTTE RIVER.  ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1324'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH.  TRAVEL BY BOAT
 RJ1324'UPRIVER FOR 30 MINUTES ALONG THE MIDDLE NEEBISH CHANNEL TO THE
 RJ1324'MUNUSCONG CHANNEL, TRAVEL UPRIVER ALONG THE MUNUSCONG CHANNEL FOR
 RJ1324'20 MINUTES TO THE NORTH END OF RAINS ISLAND WHERE THE STATION IS
 RJ1324'LOCATED.
 RJ1324'
 RJ1324'THE STATION IS A STANDARD COE DISK
 RJ1324'THAT IS STAMPED---C8M-017---, SET INTO A COVERED SLEEVE THAT IS
 RJ1324'FLUSH WITH THE GROUND, AND ATTACHED TO AN ALUMINUM ROD
 RJ1324'THAT IS DRIVEN INTO THE GROUND, LOCATED 12.5 METERS (41 FT) INLAND
 RJ1324'FROM THE SHORE AND BETWEEN THE DARK HOLE RANGE LIGHTS,
 RJ1324'22.0 METERS
 RJ1324'(72 FT) FROM THE WEST FRONT RANGE TOWER AND
 RJ1324'49.7 METERS (163 FT) FROM
 RJ1324'THE EAST FRONT RANGE LIGHT.
 RJ1324'
 RJ1324'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1099 ***********************************************************************
 OJ1099  DESIGNATION -  DAVEPORT
 OJ1099  PID         -  OJ1099
 OJ1099  STATE/COUNTY-  MI/GENESEE
 OJ1099  USGS QUAD   -  DAVISON (1975)
 OJ1099
 OJ1099                         *CURRENT SURVEY CONTROL
 OJ1099  ___________________________________________________________________
 OJ1099* NAD 83(1994)-  43 01 45.42883(N)    083 31 45.98414(W)     ADJUSTED  
 OJ1099* NAVD 88     -       235.71   (meters)     773.3    (feet)  LEVELING  
 OJ1099  ___________________________________________________________________
 OJ1099  X           -     526,261.403 (meters)                     COMP
 OJ1099  Y           -  -4,640,133.489 (meters)                     COMP
 OJ1099  Z           -   4,330,018.096 (meters)                     COMP
 OJ1099  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 OJ1099  ELLIP HEIGHT-         201.48  (meters)          (07/12/02) GPS OBS
 OJ1099  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OJ1099
 OJ1099  HORZ ORDER  -  FIRST
 OJ1099  VERT ORDER  -  THIRD ?
 OJ1099  ELLP ORDER  -  FOURTH    CLASS I
 OJ1099
 OJ1099.This mark is at Athelone Williams Mem Airport (6G0)
 OJ1099
 OJ1099.The horizontal coordinates were established by GPS observations
 OJ1099.and adjusted by the National Geodetic Survey in February 1997..
 OJ1099
 OJ1099.The orthometric height was determined by differential leveling.
 OJ1099.The vertical network tie was performed by a horz. field party for horz.
 OJ1099.obs reductions. Reset procedures were used to establish the elevation.
 OJ1099
 OJ1099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1099
 OJ1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1099
 OJ1099.The ellipsoidal height was determined by GPS observations
 OJ1099.and is referenced to NAD 83.
 OJ1099
 OJ1099.The geoid height was determined by GEOID03.
 OJ1099
 OJ1099;                    North         East     Units Scale Factor Converg.
 OJ1099;SPC MI S     -   170,208.950 4,068,228.575   MT  0.99991004   +0 34 11.1
 OJ1099;SPC MI S     -   558,428.31 13,347,206.61   iFT  0.99991004   +0 34 11.1
 OJ1099;UTM  17      - 4,767,172.001   293,922.745   MT  1.00012246   -1 43 35.9
 OJ1099
 OJ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1099!SPC MI S     -   0.99996840  x   0.99991004  =   0.99987845
 OJ1099!UTM  17      -   0.99996840  x   1.00012246  =   1.00009086
 OJ1099
 OJ1099:                Primary Azimuth Mark                     Grid Az
 OJ1099:SPC MI S     -  DAVEPORT AZ MK                           264 49 14.9
 OJ1099:UTM  17      -  DAVEPORT AZ MK                           267 07 01.9
 OJ1099
 OJ1099|---------------------------------------------------------------------|
 OJ1099| PID    Reference Object                     Distance      Geod. Az  |
 OJ1099|                                                           dddmmss.s |
 OJ1099| OJ1100 DAVEPORT AZ MK                      APPROX. 0.5 KM 2652326.0 |
 OJ1099|---------------------------------------------------------------------|
 OJ1099
 OJ1099                          SUPERSEDED SURVEY CONTROL
 OJ1099
 OJ1099  ELLIP H (02/03/97)  201.53   (m)                       GP(       ) 4 1
 OJ1099  NAD 83(1994)-  43 01 45.42877(N)    083 31 45.98289(W) AD(       ) 1
 OJ1099  ELLIP H (05/02/96)  201.48   (m)                       GP(       ) 1 1
 OJ1099  NAD 83(1986)-  43 01 45.41976(N)    083 31 46.00850(W) AD(       ) 1
 OJ1099  NAD 83(1986)-  43 01 45.42300(N)    083 31 46.00849(W) AD(       ) 3
 OJ1099  NGVD 29 (03/27/91)  235.9    (m)          774.     (f) GPS OBS        
 OJ1099
 OJ1099.Superseded values are not recommended for survey control.
 OJ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1099.See file dsdata.txt to determine how the superseded data were derived.
 OJ1099
 OJ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9392367172(NAD 83)
 OJ1099_MARKER: I = METAL ROD
 OJ1099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1099_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1099_STAMPING: DAVEPORT 1989
 OJ1099_MARK LOGO: NGS   
 OJ1099_PROJECTION: FLUSH
 OJ1099_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ1099+STABILITY: POSITION/ELEVATION WELL
 OJ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1099+SATELLITE: SATELLITE OBSERVATIONS - December 15, 1992
 OJ1099_ROD/PIPE-DEPTH: 8.5  meters
 OJ1099_SLEEVE-DEPTH  : 1.0 meters
 OJ1099
 OJ1099  HISTORY     - Date     Condition        Report By
 OJ1099  HISTORY     - 1989     MONUMENTED       NGS
 OJ1099  HISTORY     - 19900116 GOOD
 OJ1099  HISTORY     - 19921215 GOOD             MIDT
 OJ1099  HISTORY     - 20060306 GOOD             USPSQD
 OJ1099
 OJ1099                          STATION DESCRIPTION
 OJ1099
 OJ1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1099'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF DAVISON, AT THE
 OJ1099'DAVISON ATHELONE WILLIAMS MEMORIAL AIRPORT, ALONG THE NORTH EDGE, NEAR
 OJ1099'THE CENTER OF THE RUNWAY.  OWNERSHIP---DAVISON TOWNSHIP, C/O AIRPORT
 OJ1099'MANAGER DONALD PARKS, 1280 NORTH IRISH ROAD, DAVISON MI 48423.  PHONE
 OJ1099'IS (313) 653-4156.
 OJ1099'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND DAVISON
 OJ1099'ROAD (FLINT STREET) IN DAVISON, GO WEST FOR 1.6 KM (1.00 MI) ON
 OJ1099'DAVISON ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.8 KM
 OJ1099'(0.50 MI) ON GALE ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST
 OJ1099'FOR 0.6 KM (0.35 MI) ON THE GRAVEL ROAD TO A PAVED ROAD LEFT AND A
 OJ1099'GATE.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT
 OJ1099'ENTRANCE ROAD, PASSING THROUGH THE GATE, TO A TAXIWAY RIGHT.  TURN
 OJ1099'RIGHT AND GO EAST FOR 50 METERS ON THE TAXIWAY TO A CONNECTING
 OJ1099'TAXIWAY.  TURN LEFT AND GO NORTH FOR 75 METERS ON THE CONNECTING
 OJ1099'TAXIWAY TO THE STATION LEFT JUST AFTER CROSSING THE RUNWAY.
 OJ1099'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1099'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 8.5 METERS IN A
 OJ1099'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1099'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1099'LOCATED 10.2 M (33.5 FT) EAST-NORTHEAST FROM A RUNWAY LIGHT, 8.3 M
 OJ1099'(27.2 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY, 3.1 M (10.2 FT)
 OJ1099'WEST FROM THE EXTENDED CENTER OF A CONNECTING TAXIWAY AND 1.2 M
 OJ1099'(3.9 FT) SOUTH FROM A CARSONITE WITNESS POST.
 OJ1099'DESCRIBED BY K.L. FANCHER.
 OJ1099'NOTE-CALL IN ADVANCE AIRPORT IS UNATTENDED AND GATE COULD BE LOCKED.
 OJ1099'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1099
 OJ1099                          STATION RECOVERY (1990)
 OJ1099
 OJ1099'RECOVERED 1990
 OJ1099'RECOVERED IN GOOD CONDITION.
 OJ1099
 OJ1099                          STATION RECOVERY (1992)
 OJ1099
 OJ1099'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 OJ1099'STATION IS LOCATED IN QUAD 430833 ON THE DAVISON QUANDRANGLE MAP.  IT
 OJ1099'IS IN SECTION 9, T-7-N, R-7-E, DAVISON TOWNSHIP.  ABOUT 7.5 MI (12.1
 OJ1099'KM) NORTHWEST OF GOODRICH, 3.4 MI (5.5 KM) NORTHEAST OF BURTON, AND
 OJ1099'0.6 MI (1.0 KM) WEST OF DAVISON.  IT IS AT THE DAVISON ATHELONE
 OJ1099'WILLIAMS MEMORIAL AIRPORT, ALONG THE NORTH EDGE, NEAR THE CENTER OF
 OJ1099'THE RUNWAY.  OWNERSHIP---DAVISON TOWNSHIP, C/O AIRPORT MANAGER DONALD
 OJ1099'PARKS, 1280 NORTH IRISH ROAD, DAVISON MI.  48423 PHONE NO.  (313)
 OJ1099'653-4156.  TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 OJ1099'M-15 AND DAVISON ROAD (FLINT STREET) IN DAVISON, GO WEST FOR 1.0 MI
 OJ1099'(1.6 KM) ON DAVISON ROAD TO GALE ROAD, A PAVED ROAD LEFT.  TURN LEFT
 OJ1099'AND GO SOUTH ALONG GALE ROAD FOR 0.3 MI (0.5 KM) TO A RAILROAD
 OJ1099'CROSSING.  CONTINUE SOUTH ALONG GALE ROAD FOR 0.2 MI (0.3 KM) TO A
 OJ1099'GRAVEL ROAD LEFT ALONG THE NORTH SIDE OF A COUNTY DRAIN.  TURN LEFT
 OJ1099'AND GO EAST FOR 0.4 MI (0.6 KM) ON THE GRAVEL ROAD TO A PAVED ROAD
 OJ1099'LEFT AND A GATE.  TURN LEFT AND GO NORTH FOR 0.1 MI (0.2 KM) ON THE
 OJ1099'AIRPORT ENTRANCE ROAD, PASSING THROUGH THE GATE, TO A TAXIWAY RIGHT.
 OJ1099'TURN RIGHT AND GO EAST FOR 50 METERS (164.0 FT) ON THE TAXIWAY TO A
 OJ1099'CONNECTING TAXIWAY.  TURN LEFT AND GO NORTH FOR 75 METERS (246.1 FT)
 OJ1099'ON THE CONNECTING TAXIWAY TO THE STATION LEFT JUST AFTER CROSSING THE
 OJ1099'RUNWAY.  STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD.  LOCATED
 OJ1099'33.0 FT (10.1 M) EAST-NORTHEAST FROM A RUNWAY LIGHT, 28.0 FT (8.5 M)
 OJ1099'NORTH FROM THE NORTH EDGE OF THE RUNWAY, 10.0 FT (3.0 M) WEST FROM THE
 OJ1099'EXTENDED CENTER OF A CONNECTING TAXIWAY AND 4.0 FT (1.2 M) SOUTH FROM
 OJ1099'A CARSONITE WITNESS POST.  NOTE--CALL IN ADVANCE AIRPORT IS
 OJ1099'UNATTENDED.  GATE IS CHAINED BUT NOT LOCKED.  NOTE--ACESS TO DATUM
 OJ1099'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1099
 OJ1099                          STATION RECOVERY (2006)
 OJ1099
 OJ1099'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 OJ1099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1100 ***********************************************************************
 OJ1100  DESIGNATION -  DAVEPORT AZ MK
 OJ1100  PID         -  OJ1100
 OJ1100  STATE/COUNTY-  MI/GENESEE
 OJ1100  USGS QUAD   -  DAVISON (1975)
 OJ1100
 OJ1100                         *CURRENT SURVEY CONTROL
 OJ1100  ___________________________________________________________________
 OJ1100* NAD 83(1994)-  43 01 44.06481(N)    083 32 09.03388(W)     ADJUSTED  
 OJ1100* NAVD 88     -       235.7    (meters)     773.     (feet)  GPS OBS   
 OJ1100  ___________________________________________________________________
 OJ1100  X           -     525,746.105 (meters)                     COMP
 OJ1100  Y           -  -4,640,220.795 (meters)                     COMP
 OJ1100  Z           -   4,329,987.312 (meters)                     COMP
 OJ1100  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 OJ1100  ELLIP HEIGHT-         201.46  (meters)          (07/12/02) GPS OBS
 OJ1100  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OJ1100
 OJ1100  HORZ ORDER  -  FIRST
 OJ1100  ELLP ORDER  -  FOURTH    CLASS II
 OJ1100
 OJ1100.This mark is at Athelone Williams Mem Airport (6G0)
 OJ1100
 OJ1100.The horizontal coordinates were established by GPS observations
 OJ1100.and adjusted by the National Geodetic Survey in September 1995..
 OJ1100
 OJ1100.The orthometric height was determined by GPS observations and a
 OJ1100.high-resolution geoid model.
 OJ1100
 OJ1100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1100
 OJ1100.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1100
 OJ1100.The ellipsoidal height was determined by GPS observations
 OJ1100.and is referenced to NAD 83.
 OJ1100
 OJ1100.The geoid height was determined by GEOID03.
 OJ1100
 OJ1100;                    North         East     Units Scale Factor Converg.
 OJ1100;SPC MI S     -   170,161.695 4,067,707.228   MT  0.99991002   +0 33 55.4
 OJ1100;SPC MI S     -   558,273.28 13,345,496.15   iFT  0.99991002   +0 33 55.4
 OJ1100;UTM  17      - 4,767,145.667   293,399.811   MT  1.00012512   -1 43 51.6
 OJ1100
 OJ1100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1100!SPC MI S     -   0.99996841  x   0.99991002  =   0.99987843
 OJ1100!UTM  17      -   0.99996841  x   1.00012512  =   1.00009352
 OJ1100
 OJ1100:                Primary Azimuth Mark                     Grid Az
 OJ1100:SPC MI S     -  DAVEPORT                                 084 49 14.8
 OJ1100:UTM  17      -  DAVEPORT                                 087 07 01.8
 OJ1100
 OJ1100|---------------------------------------------------------------------|
 OJ1100| PID    Reference Object                     Distance      Geod. Az  |
 OJ1100|                                                           dddmmss.s |
 OJ1100| OJ1099 DAVEPORT                            APPROX. 0.5 KM 0852310.2 |
 OJ1100|---------------------------------------------------------------------|
 OJ1100
 OJ1100                          SUPERSEDED SURVEY CONTROL
 OJ1100
 OJ1100  ELLIP H (09/20/95)  201.49   (m)                       GP(       ) 1 2
 OJ1100  NAD 83(1986)-  43 01 44.05562(N)    083 32 09.05809(W) AD(       ) 1
 OJ1100  NAD 83(1986)-  43 01 44.05887(N)    083 32 09.05813(W) AD(       ) 3
 OJ1100  NGVD 29 (03/27/91)  235.9    (m)          774.     (f) GPS OBS        
 OJ1100
 OJ1100.Superseded values are not recommended for survey control.
 OJ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1100.See file dsdata.txt to determine how the superseded data were derived.
 OJ1100
 OJ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9340067146(NAD 83)
 OJ1100_MARKER: I = METAL ROD
 OJ1100_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1100_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1100_STAMPING: DAVEPORT AZ MK 1989
 OJ1100_MARK LOGO: NGS   
 OJ1100_PROJECTION: FLUSH
 OJ1100_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1100+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1994
 OJ1100_ROD/PIPE-DEPTH: 9.8  meters
 OJ1100_SLEEVE-DEPTH  : 1 meters
 OJ1100
 OJ1100  HISTORY     - Date     Condition        Report By
 OJ1100  HISTORY     - 1989     MONUMENTED       NGS
 OJ1100  HISTORY     - 19900118 GOOD
 OJ1100  HISTORY     - 19940511 GOOD             NGS
 OJ1100
 OJ1100                          STATION DESCRIPTION
 OJ1100
 OJ1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1100'THE STATION IS LOCATED ABOUT 1.0 KM (0.60 MI) WEST OF DAVISON, AT THE
 OJ1100'DAVISON ATHELONE WILLIAMS MEMORIAL AIRPORT, ALONG THE NORTH EDGE, NEAR
 OJ1100'THE WEST END OF THE RUNWAY.  OWNERSHIP---DAVISON TOWNSHIP, C/O AIRPORT
 OJ1100'MANAGER DONALD PARKS, 1280 NORTH IRISH ROAD, DAVISON MI 48423.  PHONE
 OJ1100'IS (313) 653-4156.
 OJ1100'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND DAVISON
 OJ1100'ROAD(FLINT STREET) IN DAVISON, GO WEST FOR 1.6 KM (1.00 MI) ON DAVISON
 OJ1100'ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.8 KM
 OJ1100'(0.50 MI) ON GALE ROAD TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST
 OJ1100'FOR 0.6 KM (0.35 MI) ON THE GRAVEL ROAD TO A PAVED ROAD LEFT AND A
 OJ1100'GATE.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT
 OJ1100'ENTRANCE ROAD, PASSING THROUGH THE GATE, TO A TAXIWAY RIGHT.  TURN
 OJ1100'RIGHT AND GO EAST FOR 50 METERS ON THE TAXIWAY TO A CONNECTING
 OJ1100'TAXIWAY.  TURN LEFT AND GO NORTH FOR 50 METERS ON THE CONNECTING
 OJ1100'TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO WEST FOR 0.5 KM (0.30 MI) ON
 OJ1100'THE RUNWAY TO THE STATION RIGHT JUST BEFORE REACHING THE END OF THE
 OJ1100'RUNWAY.
 OJ1100'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1100'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 OJ1100'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1100'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1100'LOCATED 29.0 M (95.1 FT) NORTHEAST FROM THE CENTER OF THE WEST END OF
 OJ1100'THE RUNWAY, 26.3 M (86.3 FT) WEST-SOUTHWEST FROM THE NORTHERN MOST ONE
 OJ1100'OF THREE RELOCATED RUNWAY END LIGHTS, 8.5 M (27.9 FT) NORTH FROM THE
 OJ1100'NORTH EDGE OF THE RUNWAY AND 1.2 M (3.9 FT) SOUTH FROM A CARSONITE
 OJ1100'WITNESS POST.
 OJ1100'DESCRIBED BY K.L. FANCHER.
 OJ1100'NOTE-CALL IN ADVANCE AIRPORT IS UNATTENDED AND GATE COULD BE LOCKED.
 OJ1100
 OJ1100                          STATION RECOVERY (1990)
 OJ1100
 OJ1100'RECOVERED 1990
 OJ1100'RECOVERED IN GOOD CONDITION.
 OJ1100
 OJ1100                          STATION RECOVERY (1994)
 OJ1100
 OJ1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ1100'NOTE--CALL AHEAD TO ENSURE GATE IS UNLOCKED.  AIRPORT IS UNATTENDED.
 OJ1100'STATION IS LOCATED ABOUT 1 KM (0.60 MI) WEST OF DAVISON, AT THE
 OJ1100'ATHELONE WILLIAMS MEMORIAL AIRPORT, NEAR THE WEST END OF THE RUNWAY,
 OJ1100'IN A GRASS STRIP BETWEEN THE RUNWAY AND THE MOW LINE.
 OJ1100'OWNERSHIP--DAVISON TOWNSHIP, 1280 NORTH IRISH ROAD, DAVISON, MI 48423.
 OJ1100'AIRPORT MANAGER IS DONALD PARKS, PHONE 810-653-4156.  TO REACH FROM
 OJ1100'THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE
 OJ1100'HIGHWAY 15 (EXIT 145) AT DAVISON, GO NORTH ON HIGHWAY 15 FOR 0.32 KM
 OJ1100'(0.20 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON LAPEER ROAD FOR 1.41 KM
 OJ1100'(0.85 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTH, ON GALE ROAD FOR
 OJ1100'1.72 KM (1.05 MI) TO A DIRT ROAD RIGHT JUST PAST A SMALL BRIDGE AND
 OJ1100'POWERLINE CROSSING.  TURN RIGHT, EAST, ON ROAD FOR 0.60 KM (0.35 MI)
 OJ1100'TO A GATE ON THE LEFT.  TURN LEFT, NORTH, THROUGH GATE, ON PAVED ROAD
 OJ1100'FOR 0.13 KM (0.10 MI) TO A RAMP ON THE RIGHT. TURN RIGHT, EAST, ON
 OJ1100'RAMP, THEN, LEFT, NORTH, ON TAXI FOR A TOTAL OF 0.12 KM (0.05 MI) TO
 OJ1100'THE RUNWAY.  TURN LEFT, WEST, ALONG RUNWAY FOR 0.52 KM (0.30 MI) TO
 OJ1100'THE STATION ON THE RIGHT JUST PAST A RAMP ON THE LEFT.  ACCESS COVER
 OJ1100'IS FLUSH WITH THE GROUND.  STATION IS 8.7 M (28.5 FT) NORTH OF THE
 OJ1100'RUNWAY EDGE, 18.0 M (59.1 FT) WEST OF THE EXTENDED CENTER OF RAMP
 OJ1100'LEADING SOUTH, 29.3 M (96.1 FT) EAST-NORTHEAST OF THE CENTER OF RUNWAY
 OJ1100'AT PAVEMENT END, 26.3 M (86.3 FT) WEST OF THE CENTER ONE OF THREE
 OJ1100'RUNWAY END LIGHTS AT THE DISPLACED THRESHOLD, AND 1.2 M (3.9 FT) SOUTH
 OJ1100'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY G.R.  HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2264 ***********************************************************************
 ME2264  DESIGNATION -  DAVID
 ME2264  PID         -  ME2264
 ME2264  STATE/COUNTY-  MI/BERRIEN
 ME2264  USGS QUAD   -  BERRIEN SPRINGS (1980)
 ME2264
 ME2264                         *CURRENT SURVEY CONTROL
 ME2264  ___________________________________________________________________
 ME2264* NAD 83(1994)-  41 54 32.79654(N)    086 20 50.45591(W)     ADJUSTED  
 ME2264* NAVD 88     -       243.9    (meters)     800.     (feet)  GPS OBS   
 ME2264  ___________________________________________________________________
 ME2264  X           -     302,859.922 (meters)                     COMP
 ME2264  Y           -  -4,744,247.492 (meters)                     COMP
 ME2264  Z           -   4,238,236.561 (meters)                     COMP
 ME2264  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 ME2264  ELLIP HEIGHT-         210.18  (meters)          (07/17/02) GPS OBS
 ME2264  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 ME2264
 ME2264  HORZ ORDER  -  FIRST
 ME2264  ELLP ORDER  -  FOURTH    CLASS I
 ME2264
 ME2264.The horizontal coordinates were established by classical geodetic methods
 ME2264.and adjusted by the National Geodetic Survey in February 1997..
 ME2264
 ME2264.The orthometric height was determined by GPS observations and a
 ME2264.high-resolution geoid model.
 ME2264
 ME2264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2264
 ME2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2264
 ME2264.The ellipsoidal height was determined by GPS observations
 ME2264.and is referenced to NAD 83.
 ME2264
 ME2264.The geoid height was determined by GEOID03.
 ME2264
 ME2264;                    North         East     Units Scale Factor Converg.
 ME2264;SPC MI S     -    47,377.307 3,835,672.492   MT  1.00005065   -1 20 52.5
 ME2264;SPC MI S     -   155,437.36 12,584,227.34   iFT  1.00005065   -1 20 52.5
 ME2264;UTM  16      - 4,639,890.832   554,127.991   MT  0.99963605   +0 26 09.4
 ME2264
 ME2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2264!SPC MI S     -   0.99996704  x   1.00005065  =   1.00001768
 ME2264!UTM  16      -   0.99996704  x   0.99963605  =   0.99960310
 ME2264
 ME2264|---------------------------------------------------------------------|
 ME2264| PID    Reference Object                     Distance      Geod. Az  |
 ME2264|                                                           dddmmss.s |
 ME2264| CM3393 DAVID RM 1                           31.638 METERS 01452     |
 ME2264| CM3395 DAVID RM 3                           12.055 METERS 02358     |
 ME2264| ME2266 NILES MUNICIPAL STANDPIPE           APPROX.10.7 KM 1313454.1 |
 ME2264| ME2267 BERTRAND RESET                      APPROX.14.7 KM 1895511.0 |
 ME2264| CM3394 DAVID RM 2                           30.815 METERS 24404     |
 ME2264| ME2406 BRIDGMAN MUNICIPAL TANK             APPROX.16.9 KM 2825013.5 |
 ME2264|---------------------------------------------------------------------|
 ME2264
 ME2264                          SUPERSEDED SURVEY CONTROL
 ME2264
 ME2264  ELLIP H (02/03/97)  210.19   (m)                       GP(       ) 4 1
 ME2264  NAD 83(1986)-  41 54 32.79917(N)    086 20 50.46651(W) AD(       ) 1
 ME2264  NAD 27      -  41 54 32.62400(N)    086 20 50.41000(W) AD(       ) 1
 ME2264  NGVD 29 (03/27/91)  243.9    (m)          800.     (f) GPS OBS        
 ME2264
 ME2264.Superseded values are not recommended for survey control.
 ME2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2264.See file dsdata.txt to determine how the superseded data were derived.
 ME2264
 ME2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5412839891(NAD 83)
 ME2264_MARKER: DS = TRIANGULATION STATION DISK
 ME2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME2264_SP_SET: CONCRETE POST
 ME2264_STAMPING: DAVID 1932
 ME2264_MARK LOGO: CGS   
 ME2264_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME2264+STABILITY: SURFACE MOTION
 ME2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2264+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1992
 ME2264
 ME2264  HISTORY     - Date     Condition        Report By
 ME2264  HISTORY     - 1932     MONUMENTED       CGS
 ME2264  HISTORY     - 1932     GOOD             CGS
 ME2264  HISTORY     - 1971     GOOD             NGS
 ME2264  HISTORY     - 1974     SEE DESCRIPTION  NGS
 ME2264  HISTORY     - 1980     GOOD             MIDH
 ME2264  HISTORY     - 19890812 GOOD             NGS
 ME2264  HISTORY     - 19910613 GOOD             NGS
 ME2264  HISTORY     - 19920304 GOOD             MIDT
 ME2264  HISTORY     - 19920728 GOOD             LOCENG
 ME2264
 ME2264                          STATION DESCRIPTION
 ME2264
 ME2264'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 ME2264'ABOUT 5 MILES NORTH OF BUCHANAN, 2-1/2 MILES SOUTH OF BERRIEN
 ME2264'SPRINGS, ON LAND OWNED BY THE HOUSE OF DAVID, ON
 ME2264'PLACE CALLED ROCKY FARM, IN LARGE APPLE ORCHARD, ABOUT 100 YARDS
 ME2264'NORTHWEST OF GROUP OF BARNS
 ME2264'AND SHEDS, 19 FEET EAST OF CENTER LINE OF DIRT ROAD THROUGH
 ME2264'ORCHARD, 28 FEET SOUTHWEST OF NORTHWEST CORNER
 ME2264'OF RECTANGULAR CONCRETE RESERVOIR,
 ME2264'AND 23 FEET NORTHWEST OF SOUTHWEST CORNER OF WOODEN SHED
 ME2264'ADJOINING RESERVOIR.  SHED
 ME2264'IS USED AS PUMP HOUSE AND SURROUNDS BASE OF WINDMILL.  TO REACH FROM
 ME2264'BERRIEN SPRINGS, FOLLOW
 ME2264'U.S. ROUTE 31 ACROSS BRIDGE 1.5 MILES TO MACADAM ROAD
 ME2264'LEADING TO WEST, GO WEST 2.9 MILES TO
 ME2264'HOUSE OF DAVID LANE WEST OF ROAD, FOLLOW LANE
 ME2264'WEST 0.3 MILE TO HOUSE, AND FOLLOW ORCHARD ROAD ABOUT
 ME2264'200 YARDS TO STATION SITE
 ME2264'NEAR RESERVOIR.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 ME2264'DISKS IN CONCRETE.
 ME2264'UPPER MARK IS FLUSH WITH GROUND.  REFERENCE MARKS
 ME2264'ARE STANDARD REFERENCE DISKS IN
 ME2264'CONCRETE, FLUSH WITH GROUND.  NO. 1 IS
 ME2264'30 YARDS NORTH OF RESERVOIR IN ORCHARD, AND 103.8
 ME2264'FEET NORTH OF STATION N 14 DEG 52 MIN E.
 ME2264'NO. 2 IS 40 YARDS WEST OF RESERVOIR, AND 101.08
 ME2264'FEET FROM STATION S 64 DEG 04 MIN W.
 ME2264'BEARING FROM STATION TO BERRIEN SPRINGS, SILVER
 ME2264'MUNICIPAL WATER TANK, FINIAL, IS N 03 DEG 28 MIN E.
 ME2264'AND TO NILES, MUNICIPAL STANDPIPE, S 48 DEG 25 MIN E.
 ME2264
 ME2264                          STATION RECOVERY (1932)
 ME2264
 ME2264'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 ME2264'RECOVERED IN GOOD CONDITION.
 ME2264
 ME2264                          STATION RECOVERY (1971)
 ME2264
 ME2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 ME2264'THE STATION MARK WAS FOUND IN GOOD CONDITION.  HOWEVER NO SEARCH
 ME2264'COULD BE MADE FOR
 ME2264'THE REFERENCE MARKS DUE TO POISON IVY AND THICK BRUSH
 ME2264'IN THE AREA.  A METAL WITNESS POST
 ME2264'WAS SET BY THE STATION MARK AND THE
 ME2264'STATION WILL BE RETURNED TO IN THE FALL OR SPRING AND
 ME2264'OCCUPIED AND NEW
 ME2264'MARKS SET IF NEEDED.
 ME2264'
 ME2264'ABOUT 2-1/2 MILES SOUTH OF BERRIEN SPRINGS
 ME2264
 ME2264                          STATION RECOVERY (1974)
 ME2264
 ME2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 ME2264'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED.  REFERENCE
 ME2264'MARK 1 WAS FOUND
 ME2264'LAYING ON THE GROUND IN A CLUMP OF BUSHES, PROBABLY
 ME2264'PLOWED OUT WHEN FIELD WAS
 ME2264'CULTIVATED.  A NEW AND COMPLETE DESCRIPTION
 ME2264'FOLLOWS.  REFERENCE MARK WAS ESTABLISHED AT
 ME2264'THIS DATE.
 ME2264'
 ME2264'TO REACH THE STATION FROM BRIDGE AT THE EAST EDGE OF BERRIEN
 ME2264'SPRINGS, GO SOUTH
 ME2264'ON U.S. HIGHWAYS 31 AND 33 FOR 1.3 MILES TO A SIDE
 ME2264'ROAD ON THE RIGHT.  TURN RIGHT AND
 ME2264'GO WEST AND SOUTH ON RANGE LINE RD
 ME2264'FOR 1.9 MILES TO A Y-INTERSECTION.  CONTINUE AHEAD ON
 ME2264'RANGE LINE RD FOR
 ME2264'1.0 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON ROCKY RD
 ME2264'FOR 0.4 MILE TO A
 ME2264'DIRT ROAD ON THE RIGHT LEADING TO AN OLD HOUSE AND SOME
 ME2264'OLD BUILDINGS.  TURN RIGHT ON
 ME2264'DIRT ROAD PASSING BETWEEN OLD FARM BUILDINGS
 ME2264'AND THROUGH PART OF AN ORCHARD FOR 0.25 MILE TO
 ME2264'AN OLD CONCRETE
 ME2264'RESERVOIR ON THE LEFT AND STATION SITE.
 ME2264'
 ME2264'THE STATION MARK IS A STANDARD DISK STAMPED DAVID 1932, SET IN
 ME2264'THE TOP OF A
 ME2264'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 ME2264'SURFACE.  IT IS 26 FEET EAST OF
 ME2264'THE FIELD ROAD, 15 FEET WEST OF THE
 ME2264'SOUTHWEST CORNER OF THE RESERVOIR AND 1 FOOT WEST
 ME2264'OF A METAL WITNESS
 ME2264'POST.
 ME2264'
 ME2264'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DAVID NO 2 1932, SET
 ME2264'IN THE TOP OF A
 ME2264'12-INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE.
 ME2264'IT IS 7 FEET SOUTH OF THE CENTER
 ME2264'OF THE FIELD ROAD AND 1 FOOT
 ME2264'NORTHEAST OF A METAL WITNESS POST.
 ME2264'
 ME2264'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DAVID NO 3 1932
 ME2264'1974, CEMENTED IN
 ME2264'A DRILL HOLE IN THE NORTHWEST CORNER OF THE CONCRETE
 ME2264'RESERVOIR.  IT IS 1 FOOT SOUTH OF A
 ME2264'METAL WITNESS POST.
 ME2264'
 ME2264'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2-1/2 MILES SOUTH
 ME2264'OF BERRIEN SPRINGS
 ME2264
 ME2264                          STATION RECOVERY (1980)
 ME2264
 ME2264'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 ME2264'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED IN GOOD CONDITION
 ME2264'THE STATION IS IN THE NORTHEAST 1/4 OF SECTION 36, T6S, R18W,
 ME2264'BERRIEN TOWNSHIP.  OWNER IS NOW WILSON TRICKET, OF BERRIEN
 ME2264'SPRINGS.  PHONE NUMBER 616 473 4491.
 ME2264
 ME2264                          STATION RECOVERY (1989)
 ME2264
 ME2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 ME2264'THE STATION IS LOCATED ABOUT 11.1 KM (6.90 MI) NORTHWEST OF NILES, 9.0
 ME2264'KM (5.60 MI) NORTH-NORTHEAST OF BUCHANAN AND 4.4 KM (2.75 MI)
 ME2264'SOUTH-SOUTHWEST OF BERRIEN SPRINGS.  OWNERSHIP-- WILSON TRICKET,
 ME2264'BERRIEN SPRINGS MI.  NO FURTHER CONTACT NEEDED.
 ME2264'TO REACH THE STATION FROM THE POST OFFICE IN BERRIEN SPRINGS, GO SOUTH
 ME2264'ON NORTH MAIN STREET FOR 0.07 KM (0.05 MI) TO A CROSS STREET.  TURN
 ME2264'LEFT AND GO SOUTHEASTERLY ON U.S. HIGHWAY 31 (WEST FERRY STREET) FOR
 ME2264'2.35 KM (1.45 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 ME2264'WEST AND SOUTH ON RANGE LINE ROAD FOR 2.59 KM (1.60 MI) TO A
 ME2264'T-JUNCTION.  TURN RIGHT AND CONTINUE WEST AND SOUTH ON RANGE LINE ROAD
 ME2264'FOR 2.01 KM (1.25 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND
 ME2264'GO WEST ON ROCKY ROAD FOR 0.52 KM (0.30 MI) TO A Y-JUNCTION.  TURN
 ME2264'RIGHT AND GO NORTH ON A DIRT AND TRACK ROAD PASSING BETWEEN OLD FARM
 ME2264'BUILDINGS FOR 0.41 KM (0.25 MI) TO THE SOUTH EDGE OF AN APPLE ORCHARD.
 ME2264'BEAR LEFT AND GO NORTHWEST ON FIELD ROAD THROUGH THE APPLE ORCHARD AND
 ME2264'WEST ON THE FIELD ROAD ALONG THE SOUTH EDGE OF A CULIVATED FIELD FOR
 ME2264'0.39 KM (0.25 MI) TO THE STATION ON THE LEFT, AT THE WEST SIDE OF AN
 ME2264'OLD CONCRETE RESERVIOR.
 ME2264'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 ME2264'MONUMENT 45 CM IN DIAMETER AND RECESSED 7 CM BELOW THE GROUND. LOCATED
 ME2264'8.0 M (26.2 FT) EAST OF THE CENTER OF A FIELD ROAD, 4.6 M (15.1 FT)
 ME2264'WEST OF THE SOUTHWEST CORNER OF THE OLD CONCRETE RESERVOIR AND 0.3 M
 ME2264'(1.0 FT) WEST OF A METAL WITNESS POST.
 ME2264'DESCRIBED BY E.J. HANSMANN.
 ME2264
 ME2264                          STATION RECOVERY (1991)
 ME2264
 ME2264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 ME2264'THE STATION IS LOCATED ABOUT 11.1 KM (6.9 MI) NORTHWEST OF NILES, 9.0
 ME2264'KM (5.6 MI) NORTH-NORTHEAST OF BUCHANAN AND 4.4 KM (2.7 MI)
 ME2264'SOUTH-SOUTHWEST OF BERRIEN SPRINGS.  OWNERSHIP--WILSON TRICKET,
 ME2264'BERRIEN SPRINGS, MI. 49103. PHONE 616-473-3455.
 ME2264'TO REACH THE STATION FROM THE POST OFFICE IN BERRIEN SPRINGS, GO SOUTH
 ME2264'ON NORTH MAIN STREET FOR 0.07 KM (0.04 MI) TO A CROSS STREET. TURN
 ME2264'LEFT AND GO SOUTHEASTERLY ON U.S. HIGHWAY 31 (WEST FERRY STREET) FOR
 ME2264'2.35 KM (1.46 MI) TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO
 ME2264'WEST AND SOUTH ON RANGE LINE ROAD FOR 2.59 KM (1.61 MI) TO A
 ME2264'T-JUNCTION.  TURN RIGHT AND CONTINUE WEST AND SOUTH ON RANGE LINE
 ME2264'ROAD FOR 2.01 KM (1.25 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN
 ME2264'RIGHT AND GO WEST ON ROCKY ROAD FOR 0.4 KM (0.2 MI) TO A LONE CEDAR
 ME2264'TREE AND A TRACK FIELD ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 ME2264'A DIRT AND TRACK FIELD ROAD, BETWEEN A CORN FIELD AND THE EAST SIDE
 ME2264'OF AN APPLE ORCHARD, FOR 0.16 KM (0.10 MI) TO THE NORTHEAST CORNER OF
 ME2264'THE APPLE ORCHARD ON THE LEFT. TURN LEFT AND MAKE WAY ALONG THE SOUTH
 ME2264'EDGE OF A CULTIVATED FIELD AND THE NORTH SIDE OF THE APPLE ORCHARD
 ME2264'FOR 0.24 KM (0.15 MI) TO AN OLD CONCRETE RESERVOIR ON THE LEFT AND A
 ME2264'METAL WITNESS POST. CONTINUE WEST AND SOUTH ALONG A TRACK FIELD ROAD
 ME2264'FOR ABOUT 30 M (98.4 FT) TO THE STATION ON THE LEFT.
 ME2264'STATION IS 8.0 M (26.2 FT) EAST OF THE CENTER OF A TRACK FIELD ROAD,
 ME2264'4.6 M (15.1 FT) WEST OF THE SOUTHWEST CORNER OF THE OLD CONCRETE
 ME2264'RESERVOIR AND 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST.
 ME2264
 ME2264                          STATION RECOVERY (1992)
 ME2264
 ME2264'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (PLW)
 ME2264'STATION IS LOCATED IN QUAD. 410861.  IT IS IN THE NORTHEAST 1/4 OF
 ME2264'SECTION 36, T-6-S, R-18-W, BERRIEN TOWNSHIP, BERRIEN COUNTY AND ON THE
 ME2264'BERRIEN SPRINGS QUADRANGLE MAP.  OWNERSHIP IS DR. BENSON IN
 ME2264'CALIFORNIA, (NO PHONE NUMBER OR ADDRESS AT THIS TIME). TO REACH FROM
 ME2264'THE BRIDGE OVER THE ST JOSEPH RIVER AND US HIGHWAY 31 ON THE WEST SIDE
 ME2264'OF BERRIEN SPRINGS, GO SOUTHEASTERLY ON HIGHWAY 31 FOR 3.0 MILES (4.8
 ME2264'KM) TO LONG LAKE RD.  TURN RIGHT AND GO WEST 1.45 MILES (2.33 KM) TO A
 ME2264'T INTERSECTION AT RANGE LINE RD.  TURN LEFT AND GO SOUTH FOR 0.5 MILES
 ME2264'(0.8 KM) TO ROCKY RD ON RIGHT A T INTERSECTION.  TURN RIGHT AND GO
 ME2264'WEST 0.25 MILES (0.40 KM) TO FIELD DRIVE ON RIGHT.  TURN RIGHT AND GO
 ME2264'NORTH 0.15 MILES (0.24 KM) TO END OF OLD ORCHARD.  TURN LEFT AND GO
 ME2264'WEST AROUND ORCHARD FOR 0.10 MILES (0.16 KM) TO WOODS LINE.  CONTINUE
 ME2264'WESTERLY AND SOUTHERLY AROUND WOODS LINE ABOUT 200 FEET (61.0 M) TO
 ME2264'STATION ON LEFT. STATION IS A STANDARD CGS DISK SET IN CONCRETE POST.
 ME2264'IT IS 28 FEET (8.5 M) SOUTHWEST OF NORTHWEST CORNER OF CONCRETE
 ME2264'RESERVOIR, 26 FEET (7.9 M) WEST FROM FIELD DRIVE (ABANDONED), 15 FEET
 ME2264'(4.6 M) WEST FROM SOUTHWEST CORNER OF CONCRETE RESERVOIR AND 1.0 FEET
 ME2264'(0.3 M) WEST FROM METAL WITNESS POST WITH SIGN.
 ME2264
 ME2264                          STATION RECOVERY (1992)
 ME2264
 ME2264'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCC)
 ME2264'STATION IS ADEQUATE FOR GPS WITH A WESTERN SATELLITE CONFIGURATION.
 ME2264'PLACED CARSONITE POST NEARBY.  DESCRIPTION ADQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8006 ***********************************************************************
 AE8006  DESIGNATION -  DAVIS NW 104
 AE8006  PID         -  AE8006
 AE8006  STATE/COUNTY-  MI/CHIPPEWA
 AE8006  USGS QUAD   -  BARBEAU (1975)
 AE8006
 AE8006                         *CURRENT SURVEY CONTROL
 AE8006  ___________________________________________________________________
 AE8006* NAD 83(1986)-  46 30 13.     (N)    084 21 17.     (W)     SCALED    
 AE8006* NAVD 88     -       184.713  (meters)     606.01   (feet)  ADJUSTED  
 AE8006  ___________________________________________________________________
 AE8006  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 AE8006  DYNAMIC HT  -         184.724 (meters)     606.05  (feet)  COMP
 AE8006  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 AE8006
 AE8006  VERT ORDER  -  SECOND    CLASS I
 AE8006
 AE8006.The horizontal coordinates were scaled from a topographic map and have
 AE8006.an estimated accuracy of +/- 6 seconds.
 AE8006
 AE8006.The orthometric height was determined by differential leveling
 AE8006.and adjusted by the National Geodetic Survey in April 1998..
 AE8006
 AE8006.The geoid height was determined by GEOID03.
 AE8006
 AE8006.The dynamic height is computed by dividing the NAVD 88
 AE8006.geopotential number by the normal gravity value computed on the
 AE8006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE8006.degrees latitude (g = 980.6199 gals.).
 AE8006
 AE8006.The modeled gravity was interpolated from observed gravity values.
 AE8006
 AE8006;                    North         East    Units  Estimated Accuracy
 AE8006;SPC MI N     -   194,590.    8,202,990.      MT  (+/- 180 meters Scaled)
 AE8006
 AE8006                          SUPERSEDED SURVEY CONTROL
 AE8006
 AE8006.No superseded survey control is available for this station.
 AE8006
 AE8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS029534(NAD 83)
 AE8006_MARKER: DD = SURVEY DISK
 AE8006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE8006_SP_SET: LOCKS
 AE8006_STAMPING: DAVIS NW 104 1996
 AE8006_MARK LOGO: USE   
 AE8006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8006+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1997
 AE8006
 AE8006  HISTORY     - Date     Condition        Report By
 AE8006  HISTORY     - 1996     MONUMENTED       USE
 AE8006  HISTORY     - 19970806 GOOD             NOS
 AE8006
 AE8006                          STATION DESCRIPTION
 AE8006
 AE8006'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 AE8006'AT THE SOO LOCKS, ON THE NORTH SIDE OF THE DAVIS LOCK, NEAR 2 BLACK
 AE8006'TANKS WITH CONCRETE RETAINING WALLS SURROUNDING THEM, 18.10 M (59.38
 AE8006'FT) WEST OF THE CENTER OF THE LOCK GATE WALKWAY FOR DAVIS LOCK, 4.50 M
 AE8006'(14.76 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CONTROL
 AE8006'BUILDING, 0.60 M (1.97 FT) NORTHEAST OF THE FACE OF THE LOCK WALL,
 AE8006'BEING A COE SURVEY DISK SET FLUSH IN THE CONCRETE RETAINING WALL FOR
 AE8006'THE DAVIS LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7125 ***********************************************************************
 DH7125  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7125  DESIGNATION -  DAVISON CORS ARP
 DH7125  CORS_ID     -  MIDS
 DH7125  PID         -  DH7125
 DH7125  STATE/COUNTY-  MI/GENESEE
 DH7125  USGS QUAD   -  DAVISON (1975)
 DH7125
 DH7125                         *CURRENT SURVEY CONTROL
 DH7125  ___________________________________________________________________
 DH7125* NAD 83(CORS)-  43 02 59.84721(N)    083 31 10.97555(W)     ADJUSTED  
 DH7125* NAVD 88     -                                                        
 DH7125  ___________________________________________________________________
 DH7125  EPOCH DATE  -        2002.00
 DH7125  X           -     526,873.079 (meters)                     COMP
 DH7125  Y           -  -4,638,495.780 (meters)                     COMP
 DH7125  Z           -   4,331,705.159 (meters)                     COMP
 DH7125  ELLIP HEIGHT-         213.99  (meters)          (11/??/05) GPS OBS
 DH7125  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DH7125
 DH7125  HORZ ORDER  -  SPECIAL (CORS)
 DH7125  ELLP ORDER  -  SPECIAL (CORS)
 DH7125
 DH7125.ITRF positions are available for this station.
 DH7125.The coordinates were established by GPS observations
 DH7125.and adjusted by the National Geodetic Survey in November 2005..
 DH7125.The coordinates are valid at the epoch date displayed above.
 DH7125.The epoch date for horizontal control is a decimal equivalence
 DH7125.of Year/Month/Day.
 DH7125
 DH7125
 DH7125.The PID for the CORS L1 Phase Center is DH7126.
 DH7125
 DH7125.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7125
 DH7125.The ellipsoidal height was determined by GPS observations
 DH7125.and is referenced to NAD 83.
 DH7125
 DH7125.The geoid height was determined by GEOID03.
 DH7125
 DH7125;                    North         East     Units Scale Factor Converg.
 DH7125;SPC MI S     -   172,513.055 4,068,997.942   MT  0.99991101   +0 34 35.0
 DH7125;SPC MI S     -   565,987.71 13,349,730.78   iFT  0.99991101   +0 34 35.0
 DH7125
 DH7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7125!SPC MI S     -   0.99996644  x   0.99991101  =   0.99987746
 DH7125
 DH7125                          SUPERSEDED SURVEY CONTROL
 DH7125
 DH7125.No superseded survey control is available for this station.
 DH7125
 DH7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9478469444(NAD 83)
 DH7125_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7125
 DH7125                          STATION DESCRIPTION
 DH7125
 DH7125'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7125'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7125'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7125'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7125'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7125'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7126 ***********************************************************************
 DH7126  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7126  DESIGNATION -  DAVISON CORS L1 PHASE CENTER
 DH7126  CORS_ID     -  MIDS
 DH7126  PID         -  DH7126
 DH7126  STATE/COUNTY-  MI/GENESEE
 DH7126  USGS QUAD   -  DAVISON (1975)
 DH7126
 DH7126                         *CURRENT SURVEY CONTROL
 DH7126  ___________________________________________________________________
 DH7126* NAD 83(CORS)-  43 02 59.84729(N)    083 31 10.97549(W)     ADJUSTED  
 DH7126* NAVD 88     -                                                        
 DH7126  ___________________________________________________________________
 DH7126  EPOCH DATE  -        2002.00
 DH7126  X           -     526,873.090 (meters)                     COMP
 DH7126  Y           -  -4,638,495.858 (meters)                     COMP
 DH7126  Z           -   4,331,705.236 (meters)                     COMP
 DH7126  ELLIP HEIGHT-         214.10  (meters)          (11/??/05) GPS OBS
 DH7126  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 DH7126
 DH7126  HORZ ORDER  -  SPECIAL (CORS)
 DH7126  ELLP ORDER  -  SPECIAL (CORS)
 DH7126
 DH7126.ITRF positions are available for this station.
 DH7126.The coordinates were established by GPS observations
 DH7126.and adjusted by the National Geodetic Survey in November 2005..
 DH7126.The coordinates are valid at the epoch date displayed above.
 DH7126.The epoch date for horizontal control is a decimal equivalence
 DH7126.of Year/Month/Day.
 DH7126
 DH7126
 DH7126.The PID for the CORS ARP is DH7125.
 DH7126
 DH7126.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7126
 DH7126.The ellipsoidal height was determined by GPS observations
 DH7126.and is referenced to NAD 83.
 DH7126
 DH7126.The geoid height was determined by GEOID03.
 DH7126
 DH7126;                    North         East     Units Scale Factor Converg.
 DH7126;SPC MI S     -   172,513.057 4,068,997.943   MT  0.99991101   +0 34 35.0
 DH7126;SPC MI S     -   565,987.72 13,349,730.78   iFT  0.99991101   +0 34 35.0
 DH7126
 DH7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7126!SPC MI S     -   0.99996643  x   0.99991101  =   0.99987744
 DH7126
 DH7126                          SUPERSEDED SURVEY CONTROL
 DH7126
 DH7126.No superseded survey control is available for this station.
 DH7126
 DH7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9478469444(NAD 83)
 DH7126_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7126
 DH7126                          STATION DESCRIPTION
 DH7126
 DH7126'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7126'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7126'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7126'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7126'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7126'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1024 ***********************************************************************
 OJ1024  DESIGNATION -  DAVISON MUNICIPAL TANK
 OJ1024  PID         -  OJ1024
 OJ1024  STATE/COUNTY-  MI/GENESEE
 OJ1024  USGS QUAD   -  DAVISON (1975)
 OJ1024
 OJ1024                         *CURRENT SURVEY CONTROL
 OJ1024  ___________________________________________________________________
 OJ1024* NAD 83(1994)-  43 01 51.14718(N)    083 31 06.58454(W)     ADJUSTED  
 OJ1024* NAVD 88     -                                                        
 OJ1024  ___________________________________________________________________
 OJ1024  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 OJ1024  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OJ1024
 OJ1024  HORZ ORDER  -  THIRD
 OJ1024
 OJ1024.The horizontal coordinates were established by classical geodetic methods
 OJ1024.and adjusted by the National Geodetic Survey in February 1997..
 OJ1024
 OJ1024
 OJ1024.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1024
 OJ1024.The geoid height was determined by GEOID03.
 OJ1024
 OJ1024;                    North         East     Units Scale Factor Converg.
 OJ1024;SPC MI S     -   170,394.316 4,069,118.660   MT  0.99991011   +0 34 37.9
 OJ1024;SPC MI S     -   559,036.47 13,350,126.84   iFT  0.99991011   +0 34 37.9
 OJ1024;UTM  17      - 4,767,321.585   294,819.731   MT  1.00011793   -1 43 09.1
 OJ1024
 OJ1024                          SUPERSEDED SURVEY CONTROL
 OJ1024
 OJ1024  NAD 83(1986)-  43 01 51.14495(N)    083 31 06.61433(W) AD(       ) 4
 OJ1024  NAD 27      -  43 01 51.04958(N)    083 31 06.79411(W) AD(       ) 3
 OJ1024
 OJ1024.Superseded values are not recommended for survey control.
 OJ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1024.See file dsdata.txt to determine how the superseded data were derived.
 OJ1024
 OJ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9482067322(NAD 83)
 OJ1024
 OJ1024  HISTORY     - Date     Condition        Report By
 OJ1024  HISTORY     - 1943     MONUMENTED       CGS
 OJ1024  HISTORY     - 19961022 MARK NOT FOUND   USPSQD
 OJ1024
 OJ1024                          STATION DESCRIPTION
 OJ1024
 OJ1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1024'STATION IS THE CYLINDRICAL SILVER WATER TANK WITH FLAT
 OJ1024'CONICAL ROOF ON
 OJ1024'THE TOP OF THE 115-FOOT FOUR-LEGGED STEEL STRUCTURE
 OJ1024'LOCATED ON THE W SIDE OF STATE
 OJ1024'STREET AND THE END OF MILL STREET,
 OJ1024'AND IN THE REAR OF THE DAVISON CLEANERS IN THE
 OJ1024'CITY OF DAVISON.  THE
 OJ1024'LEGEND DAVISON IN LARGE BLACK LETTERS IS PAINTED ON THE N AND S
 OJ1024'SIDES OF THE
 OJ1024'TANK.  THE POINT OBSERVED ON WAS THE SMALL BALL AT THE
 OJ1024'APEX OF THE ROOF.
 OJ1024'
 OJ1024'THIS IS AN INTERSECTION STATION.
 OJ1024
 OJ1024                          STATION RECOVERY (1996)
 OJ1024
 OJ1024'RECOVERY NOTE BY US POWER SQUADRON 1996
 OJ1024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1235 ***********************************************************************
 RJ1235  DESIGNATION -  DAWSON
 RJ1235  PID         -  RJ1235
 RJ1235  STATE/COUNTY-  MI/LUCE
 RJ1235  USGS QUAD   -  MUSKALLONGE LAKE SE (1968)
 RJ1235
 RJ1235                         *CURRENT SURVEY CONTROL
 RJ1235  ___________________________________________________________________
 RJ1235* NAD 83(1994)-  46 33 18.22117(N)    085 35 27.59270(W)     ADJUSTED  
 RJ1235* NAVD 88     -       237.9    (meters)     781.     (feet)  VERTCON   
 RJ1235  ___________________________________________________________________
 RJ1235  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RJ1235  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 RJ1235
 RJ1235  HORZ ORDER  -  THIRD
 RJ1235  VERT ORDER  -  THIRD ? (See Below)
 RJ1235
 RJ1235.The horizontal coordinates were established by classical geodetic methods
 RJ1235.and adjusted by the National Geodetic Survey in February 1997..
 RJ1235
 RJ1235.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1235.The vertical order pertains to the NGVD 29 superseded value.
 RJ1235
 RJ1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1235
 RJ1235.The geoid height was determined by GEOID03.
 RJ1235
 RJ1235;                    North         East     Units Scale Factor Converg.
 RJ1235;SPC MI N     -   197,878.528 8,108,034.425   MT  0.99991390   +1 01 06.3
 RJ1235;SPC MI N     -   649,207.77 26,601,162.81   iFT  0.99991390   +1 01 06.3
 RJ1235;UTM  16      - 5,156,685.918   608,005.622   MT  0.99974339   +1 01 23.1
 RJ1235
 RJ1235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1235!SPC MI N     -   0.99996834  x   0.99991390  =   0.99988224
 RJ1235!UTM  16      -   0.99996834  x   0.99974339  =   0.99971173
 RJ1235
 RJ1235:                Primary Azimuth Mark                     Grid Az
 RJ1235:SPC MI N     -  DAWSON AZ MK                             177 40 28.4
 RJ1235:UTM  16      -  DAWSON AZ MK                             177 40 11.6
 RJ1235
 RJ1235|---------------------------------------------------------------------|
 RJ1235| PID    Reference Object                     Distance      Geod. Az  |
 RJ1235|                                                           dddmmss.s |
 RJ1235| CH1041 DAWSON AZ MK                                       1784134.7 |
 RJ1235| CH1042 DAWSON RM 1                          19.252 METERS 18934     |
 RJ1235| RJ1212 BEECH HILL LOOKOUT TOWER            APPROX.15.6 KM 2272222.2 |
 RJ1235| CH1043 DAWSON RM 2                          20.463 METERS 33802     |
 RJ1235|---------------------------------------------------------------------|
 RJ1235
 RJ1235                          SUPERSEDED SURVEY CONTROL
 RJ1235
 RJ1235  NAD 83(1986)-  46 33 18.21507(N)    085 35 27.58963(W) AD(       ) 3
 RJ1235  NAD 27      -  46 33 18.21824(N)    085 35 27.09033(W) AD(       ) 3
 RJ1235  NGVD 29 (07/19/86)  237.8    (m)          780.     (f) LEVELING    3  
 RJ1235
 RJ1235.Superseded values are not recommended for survey control.
 RJ1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1235.See file dsdata.txt to determine how the superseded data were derived.
 RJ1235
 RJ1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0800656686(NAD 83)
 RJ1235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1235_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1235
 RJ1235  HISTORY     - Date     Condition        Report By
 RJ1235  HISTORY     - 1965     MONUMENTED       CGS
 RJ1235
 RJ1235                          STATION DESCRIPTION
 RJ1235
 RJ1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1235'STATION IS ABOUT 16 MILES NORTH-NORTHEAST OF MC MILLAN, 14-1/2 MILES
 RJ1235'NORTH-NORTHWEST OF
 RJ1235'NEWBERRY, IN SECTION 17, T 48 N, R 10 W, ON PROPERTY
 RJ1235'OWNED BY MR. RAY H. MATTHEWS.
 RJ1235'
 RJ1235'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH
 RJ1235'ON STATE ROUTE 123
 RJ1235'FOR 4.3 MILES TO A PAVED ROAD LEFT (COUNTY ROAD 407).
 RJ1235'TURN LEFT, GO WEST AND NORTH ON PAVED
 RJ1235'AND GRAVELED ROAD FOR 12.6* MILES
 RJ1235'TO THE BRIDGE OVER DAWSON CREEK.  CONTINUE NORTH FOR 0.3
 RJ1235'MILE TO THE
 RJ1235'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.5 MILE TO THE
 RJ1235'STATION ON THE
 RJ1235'RIGHT.
 RJ1235'
 RJ1235'STATION MARKS ARE STANDARD DISKS STAMPED DAWSON 1965.  THE SURFACE
 RJ1235'DISK IS SET IN A
 RJ1235'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RJ1235'IS 3.9 FEET WEST OF A METAL WITNESS
 RJ1235'POST, 56 FEET EAST OF THE CENTERLINE
 RJ1235'OF THE ROAD AND 11 FEET SOUTH OF A 10-INCH PINE TREE.
 RJ1235'THE UNDERGROUND
 RJ1235'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE
 RJ1235'SURFACE OF THE
 RJ1235'GROUND.
 RJ1235'
 RJ1235'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DAWSON NO 1 1965, IS
 RJ1235'SET IN A ROUND
 RJ1235'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 63
 RJ1235'FEET SOUTH-SOUTHWEST OF THE METAL
 RJ1235'WITNESS POST, 3.5 FEET NORTHEAST OF
 RJ1235'A POWERLINE POLE, AND 43.5 FEET EAST OF THE
 RJ1235'CENTERLINE OF THE ROAD.
 RJ1235'
 RJ1235'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DAWSON NO 2 1965, IS
 RJ1235'SET IN A ROUND
 RJ1235'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 38
 RJ1235'FEET EAST OF THE CENTERLINE OF
 RJ1235'THE ROAD AND 24 FEET WEST OF AN 8-INCH
 RJ1235'PINE TREE.
 RJ1235'
 RJ1235'AZIMUTH MARK, A STANDARD DISK STAMPED DAWSON 1965, IS SET IN A
 RJ1235'ROUND CONCRETE
 RJ1235'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 2.5 FEET WEST
 RJ1235'OF A METAL WITNESS POST, 19 FEET
 RJ1235'EAST OF A POWERLINE POLE, AND 53 FEET
 RJ1235'EAST OF THE CENTER OF THE ROAD.
 RJ1235'
 RJ1235'*NOTE- DUE TO PAVING AND RE-ROUTING OF A SECTION OF COUNTY
 RJ1235'ROAD 407, THIS
 RJ1235'MILEAGE MAY NO LONGER BE EXACT.
 RJ1235'
 RJ1235'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0549 ***********************************************************************
 PM0549  DESIGNATION -  DAY FOREST ESTATE WATER TANK
 PM0549  PID         -  PM0549
 PM0549  STATE/COUNTY-  MI/LEELANAU
 PM0549  USGS QUAD   -  
 PM0549
 PM0549                         *CURRENT SURVEY CONTROL
 PM0549  ___________________________________________________________________
 PM0549* NAD 83(1994)-  44 53 20.30743(N)    086 00 09.82409(W)     ADJUSTED  
 PM0549* NAVD 88     -                                                        
 PM0549  ___________________________________________________________________
 PM0549  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 PM0549  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 PM0549
 PM0549  HORZ ORDER  -  THIRD
 PM0549
 PM0549.The horizontal coordinates were established by classical geodetic methods
 PM0549.and adjusted by the National Geodetic Survey in February 1997..
 PM0549
 PM0549
 PM0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0549
 PM0549.The geoid height was determined by GEOID03.
 PM0549
 PM0549;                    North         East     Units Scale Factor Converg.
 PM0549;SPC MI C     -   176,017.945 5,870,772.773   MT  0.99991316   -1 09 20.6
 PM0549;SPC MI C     -   577,486.70 19,261,065.53   iFT  0.99991316   -1 09 20.6
 PM0549;UTM  16      - 4,971,100.681   578,751.887   MT  0.99967626   +0 42 13.8
 PM0549
 PM0549                          SUPERSEDED SURVEY CONTROL
 PM0549
 PM0549  NAD 83(1986)-  44 53 20.31249(N)    086 00 09.81800(W) AD(       ) 4
 PM0549  NAD 27      -  44 53 20.31758(N)    086 00 09.47865(W) AD(       ) 3
 PM0549
 PM0549.Superseded values are not recommended for survey control.
 PM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0549.See file dsdata.txt to determine how the superseded data were derived.
 PM0549
 PM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7875271101(NAD 83)
 PM0549_MARKER: 51 = TANK
 PM0549
 PM0549  HISTORY     - Date     Condition        Report By
 PM0549  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0549
 PM0549                          STATION DESCRIPTION
 PM0549
 PM0549'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0641 ***********************************************************************
 QL0641  DESIGNATION -  DAY RIVER USLS 1903
 QL0641  PID         -  QL0641
 QL0641  STATE/COUNTY-  MI/DELTA
 QL0641  USGS QUAD   -  RAPID RIVER (1985)
 QL0641
 QL0641                         *CURRENT SURVEY CONTROL
 QL0641  ___________________________________________________________________
 QL0641* NAD 83(1994)-  45 53 40.03923(N)    086 58 52.92740(W)     ADJUSTED  
 QL0641* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QL0641  ___________________________________________________________________
 QL0641  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 QL0641  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 QL0641
 QL0641  HORZ ORDER  -  SECOND
 QL0641
 QL0641.The horizontal coordinates were established by classical geodetic methods
 QL0641.and adjusted by the National Geodetic Survey in February 1997..
 QL0641
 QL0641.The orthometric height was scaled from a topographic map.
 QL0641
 QL0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0641
 QL0641.The geoid height was determined by GEOID03.
 QL0641
 QL0641;                    North         East     Units Scale Factor Converg.
 QL0641;SPC MI N     -   123,495.086 8,001,445.875   MT  0.99992597   +0 00 48.5
 QL0641;SPC MI N     -   405,167.60 26,251,462.84   iFT  0.99992597   +0 00 48.5
 QL0641;UTM  16      - 5,082,321.034   501,445.404   MT  0.99960003   +0 00 48.2
 QL0641
 QL0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0641!SPC MI N     -   0.99997782  x   0.99992597  =   0.99990379
 QL0641!UTM  16      -   0.99997782  x   0.99960003  =   0.99957786
 QL0641
 QL0641:                Primary Azimuth Mark                     Grid Az
 QL0641:SPC MI N     -  GARTH RESET                              045 25 47.0
 QL0641:UTM  16      -  GARTH RESET                              045 25 47.3
 QL0641
 QL0641|---------------------------------------------------------------------|
 QL0641| PID    Reference Object                     Distance      Geod. Az  |
 QL0641|                                                           dddmmss.s |
 QL0641| QL0640 GARTH RESET                         APPROX. 1.9 KM 0452635.5 |
 QL0641|---------------------------------------------------------------------|
 QL0641
 QL0641                          SUPERSEDED SURVEY CONTROL
 QL0641
 QL0641  NAD 83(1986)-  45 53 40.03604(N)    086 58 52.92490(W) AD(       ) 2
 QL0641  NAD 27      -  45 53 40.15500(N)    086 58 52.41400(W) AD(       ) 2
 QL0641
 QL0641.Superseded values are not recommended for survey control.
 QL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0641.See file dsdata.txt to determine how the superseded data were derived.
 QL0641
 QL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0144582321(NAD 83)
 QL0641
 QL0641  HISTORY     - Date     Condition        Report By
 QL0641  HISTORY     - 1903     MONUMENTED       USLS
 QL0641
 QL0641                          STATION DESCRIPTION
 QL0641
 QL0641'DESCRIBED BY US LAKE SURVEY 1903
 QL0641'ON WEST SHORE OF LITTLE BAY DE NOC, IMMEDIATELY NORTH OF MOUTH OF DAY
 QL0641'RIVER, ON FLAT SAND BAR AT
 QL0641'JUNCTION OF RIVER AND BAY, ABOUT 30 FEET FROM EACH, 30 FEET NORTHWEST
 QL0641'OF OLD ROCK-FILLED CRIB, AND
 QL0641'3,000 FEET S. 20 DEG W. FROM DOCK AT MASONVILLE.  MARKED
 QL0641'BY COPPER BOLT IN CONCRETE BLOCK 6 BY 6 BY 18
 QL0641'INCHES, TOP FLUSH WITH SURFACE OF
 QL0641'GROUND, AND MARKED U.S. 1903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1660 ***********************************************************************
 NF1660  DESIGNATION -  DE JUNGE
 NF1660  PID         -  NF1660
 NF1660  STATE/COUNTY-  MI/OTTAWA
 NF1660  USGS QUAD   -  ALLENDALE (1972)
 NF1660
 NF1660                         *CURRENT SURVEY CONTROL
 NF1660  ___________________________________________________________________
 NF1660* NAD 83(1994)-  42 57 37.19897(N)    085 59 35.96337(W)     ADJUSTED  
 NF1660* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 NF1660  ___________________________________________________________________
 NF1660  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NF1660  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1660
 NF1660  HORZ ORDER  -  FIRST
 NF1660
 NF1660.The horizontal coordinates were established by classical geodetic methods
 NF1660.and adjusted by the National Geodetic Survey in February 1997..
 NF1660
 NF1660.The orthometric height was scaled from a topographic map.
 NF1660
 NF1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1660
 NF1660.The geoid height was determined by GEOID03.
 NF1660
 NF1660;                    North         East     Units Scale Factor Converg.
 NF1660;SPC MI S     -   163,492.265 3,867,296.065   MT  0.99990774   -1 06 25.2
 NF1660;SPC MI S     -   536,391.95 12,687,979.22   iFT  0.99990774   -1 06 25.2
 NF1660;UTM  16      - 4,756,901.444   582,105.641   MT  0.99968293   +0 41 09.9
 NF1660
 NF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1660!SPC MI S     -   0.99997439  x   0.99990774  =   0.99988213
 NF1660!UTM  16      -   0.99997439  x   0.99968293  =   0.99965732
 NF1660
 NF1660:                Primary Azimuth Mark                     Grid Az
 NF1660:SPC MI S     -  COOPERSVILLE MUNICIPAL TANK              025 30 22.0
 NF1660:UTM  16      -  COOPERSVILLE MUNICIPAL TANK              023 42 46.9
 NF1660
 NF1660|---------------------------------------------------------------------|
 NF1660| PID    Reference Object                     Distance      Geod. Az  |
 NF1660|                                                           dddmmss.s |
 NF1660| OK0624 COOPERSVILLE MUNICIPAL TANK         APPROX.12.5 KM 0242356.8 |
 NF1660| NF1775 DE JUNGE RM 1                        22.863 METERS 04201     |
 NF1660| NF1776 DE JUNGE RM 3                        26.024 METERS 13819     |
 NF1660| CH0967 DE JUNGE RM 2                        26.064 METERS 13945     |
 NF1660| NF1659 PTS 108 Y USGS 1932                 328.247 METERS 17405     |
 NF1660| NG0704 ZEELAND MEAD JOHNSON CO TANK        APPROX.16.4 KM 1822835.3 |
 NF1660| NG0703 ZEELAND MUNICIPAL TANK W SIDE       APPROX.16.8 KM 1904900.7 |
 NF1660| NF1661 DE JUNGE AZ MK                      344.161 METERS 20439     |
 NF1660| NG0708 HOLLAND MUNICIPAL STANDPIPE         APPROX.20.7 KM 2054107.9 |
 NF1660|---------------------------------------------------------------------|
 NF1660
 NF1660                          SUPERSEDED SURVEY CONTROL
 NF1660
 NF1660  NAD 83(1986)-  42 57 37.20162(N)    085 59 35.97395(W) AD(       ) 1
 NF1660  NAD 27      -  42 57 37.11800(N)    085 59 35.81700(W) AD(       ) 1
 NF1660
 NF1660.Superseded values are not recommended for survey control.
 NF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1660.See file dsdata.txt to determine how the superseded data were derived.
 NF1660
 NF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8210656901(NAD 83)
 NF1660_MARKER: DS = TRIANGULATION STATION DISK
 NF1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1660_SP_SET: SQUARE CONCRETE MONUMENT
 NF1660_STAMPING: DEJUNGE 1932
 NF1660_MARK LOGO: CGS   
 NF1660_PROJECTION: FLUSH
 NF1660_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1660+STABILITY: SURFACE MOTION
 NF1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1660+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 NF1660
 NF1660  HISTORY     - Date     Condition        Report By
 NF1660  HISTORY     - 1932     MONUMENTED       CGS
 NF1660  HISTORY     - 1934     GOOD             CGS
 NF1660  HISTORY     - 1964     GOOD             USLS
 NF1660  HISTORY     - 1978     GOOD             NGS
 NF1660  HISTORY     - 1980     MARK NOT FOUND   MIDH
 NF1660  HISTORY     - 1980     GOOD             LOCENG
 NF1660  HISTORY     - 19841010 GOOD             NGS
 NF1660  HISTORY     - 19841012 GOOD             NGS
 NF1660  HISTORY     - 20041014 GOOD             INDIV
 NF1660
 NF1660                          STATION DESCRIPTION
 NF1660
 NF1660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1660'ABOUT 13 MILES
 NF1660'NORTHEAST OF
 NF1660'HOLLAND, 14 MILES SOUTHEAST OF GRAND HAVEN, 2 MILES SOUTHWEST OF
 NF1660'ALLENDALE, ON WEST EDGE OF
 NF1660'PROPERTY OWNED BY HENRY DE JUNGE, IN SW 1/4 SEC.
 NF1660'29, T. 7 N., R. 14 W., ALLENDALE TOWNSHIP, ON
 NF1660'NARROW STRIP OF LAND BETWEEN
 NF1660'COUNTY ROAD AND CULTIVATED FIELD OCCUPIED BY LONG ROW OF MAPLE
 NF1660'TREES, 29 FEET WEST OF
 NF1660'CENTER LINE OF ROAD, 19 FEET SOUTH OF 30-INCH MAPLE TREE, AND 18 FEET
 NF1660'NORTH OF BLAZED 9-INCH MAPLE
 NF1660'TREE.  TO REACH FROM HOLLAND, GO NORTH 13.4 MILES ON U.S.
 NF1660'ROUTE 31 TO JUNCTION WITH ROUTE M-50,
 NF1660'TURN EAST ONTO ROUTE M-50, CONTINUE
 NF1660'9.4 MILES TO CROSSROADS, TURN SOUTH ONTO NARROW ROAD,
 NF1660'AND GO 0.8 MILE TO STATION
 NF1660'SITE.  COUNTY ROAD IS NARROW AND RUNS MOSTLY NORTH AND SOUTH.  THERE
 NF1660'IS CROSSROAD 0.8 MILE NORTH OF
 NF1660'STATION AND ANOTHER 0.15 MILE TO SOUTH.  SURFACE AND
 NF1660'UNDERGROUND MARKS ARE STANDARD DISK
 NF1660'STATION MARKS IN CONCRETE.
 NF1660'UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE AND
 NF1660'AZIMUTH MARKS ARE
 NF1660'STANDARD REFERENCE DISKS IN CONCRETE, NO. 1 PROJECTS 3
 NF1660'INCHES, AND IS 24 FEET EAST
 NF1660'OF CENTER LINE OF ROAD, 56 FEET EAST OF SECOND MAPLE TREE NORTH OF
 NF1660'STATION, AND 75.00 FEET FROM
 NF1660'STATION N 42 DEG 02 MIN E.  NO. 2 PROJECTS 3 INCHES,
 NF1660'AND IS 25 FEET EAST OF CENTER LINE OF ROAD, 58
 NF1660'FEET EAST OF THIRD MAPLE TREE SOUTH OF
 NF1660'STATION, AND 85.51 FEET FROM STATION S 40 DEG 15 MIN E.
 NF1660'AZIMUTH MARK PROJECTS 4 INCHES, AND
 NF1660'IS 0.1 MILE WEST OF CROSSROADS, ON TOP OF SMALL KNOLL, 35 FEET NORTH
 NF1660'OF CENTER LINE OF EAST-AND-WEST
 NF1660'COUNTY ROAD, 9 FEET WEST OF 30-INCH MAPLE TREE,
 NF1660'1 FOOT SOUTH OF FENCE LINE, 15 FEET NORTH OF
 NF1660'8-INCH OAK TREE NEAR EDGE OF ROAD, AND
 NF1660'APPROXIMATELY 0.3 MILE FROM STATION S 24 DEG 39 MIN W.
 NF1660'PRIMARY TRAVERSE STATION NO.
 NF1660'108 Y (U.S.G.S.) IS 328.2458 METERS (1,076.920 FEET) FROM STATION
 NF1660'S 5 DEG 45 MIN E.
 NF1660
 NF1660                          STATION RECOVERY (1964)
 NF1660
 NF1660'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 NF1660'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1660'
 NF1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 13 MILES NORTHEAST
 NF1660'OF HOLLAND
 NF1660
 NF1660                          STATION RECOVERY (1978)
 NF1660
 NF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NF1660'THE STATION MARK REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 NF1660'IN GOOD CONDITION.  REFERENCE MARK 2 WAS FOUND LEANING TO THE SOUTH
 NF1660'AND LOOSE IN THE GROUND.  THE DISK WAS SALVAGED AND REFERENCE MARK
 NF1660'3 WAS SET AND ESTABLISHED.  PRIM TRAV STATION NO 108 Y (USGS) WAS
 NF1660'NOT RECOVERED AND ASSUMED DESTROYED BY ROAD EQUIPMENT.  THE
 NF1660'DIRECTION TO REFERENCE MARK 1 CHECKED AND THE DISTANCE WAS SHORTER
 NF1660'BY 0.02 FOOT.  A NEW DESCRIPTION FOLLOWS--THE STATION IS ABOUT 13
 NF1660'MILES NORTHEAST OF HOLLAND, 2 MILES SOUTHWEST OF ALLENDALE AND ON
 NF1660'THE ROAD RIGHT-OF-WAY.  IT IS 31 FEET WEST OF THE
 NF1660'CENTERLINE OF 84TH AVENUE, 19 FEET SOUTH SOUTHEAST OF A 26 INCH MAPLE
 NF1660'TREE, 16 FEET NORTH NORTHEAST OF A 18 INCH MAPLE TREE WITH A
 NF1660'TRIANGLE BLAZE, 7 FEET EAST OF A FENCE AND 1-FOOT SOUTH OF A METAL
 NF1660'WITNESS POST.  THE MARK IS FLUSH AND THE DISK STAMPED DEJUNGE 1932.
 NF1660'
 NF1660'REFERENCE MARK 1 IS 23 FEET EAST OF THE CENTERLINE OF THE ROAD AND
 NF1660'1-FOOT SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 NF1660'DISK STAMPED DEJUNGE NO 1 1932.
 NF1660'
 NF1660'REFERENCE MARK 3 IS 24 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 NF1660'2-FEET NORTH OF A METAL WITNESS POST.  THE MARK PROJECTS 1-INCH AND
 NF1660'THE DISK STAMPED DEJUNGE 1932 NO 3 1978.
 NF1660'
 NF1660'THE AZIMUTH MARK IS 32 FEET NORTH OF THE CENTERLINE OF PIERCE
 NF1660'STREET, 8 FEET WEST OF A 36 INCH MAPLE TREE AND 1-FOOT EAST OF A
 NF1660'METAL WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 NF1660'STAMPED DEJUNGE 1932 AZIMUTH.
 NF1660'
 NF1660'TO REACH THE STATION FROM THE POST OFFICE IN ALLENDALE, GO WEST ON
 NF1660'M-45 FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON 84TH
 NF1660'AVENUE FOR 0.8 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 NF1660'
 NF1660'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH FOR 0.2
 NF1660'MILE TO PIERCE STREET.  TURN RIGHT AND GO WEST ON PIERCE STREET FOR
 NF1660'0.1 MILE TO THE MARK ON THE RIGHT.
 NF1660'
 NF1660'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHWEST
 NF1660'OF ALLENDALE.
 NF1660'
 NF1660'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1660
 NF1660                          STATION RECOVERY (1980)
 NF1660
 NF1660'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1660'THE STATION WAS SEARCHED FOR AND NOT FOUND.
 NF1660
 NF1660                          STATION RECOVERY (1980)
 NF1660
 NF1660'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DGH)
 NF1660'DEJUNGE 1932 RECOVERED GOOD - FLUSH WITH GROUND.
 NF1660'
 NF1660'DEJUNGE AZIMUTH 1932 RECOVERED GOOD - 6 INCHES ABOVE GROUND.
 NF1660'
 NF1660'REF. NO. 1 - 1932 RECOVERED GOOD.
 NF1660'
 NF1660'DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE SOUTH AND 2 MILES
 NF1660'WEST OF ALLENDALE, MICHIGAN.
 NF1660
 NF1660                          STATION RECOVERY (1984)
 NF1660
 NF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF1660'STATION IS LOCATED IN QUAD. 420854, ABOUT 22.5 KM (13.98 MI) SOUTHEAST
 NF1660'OF GRAND HAVEN, 20.9 KM (12.99 MI) NORTHEAST OF HOLLAND, 3.2 KM
 NF1660'(1.99 MI) SOUTHWEST OF ALLENDALE ALONG THE WEST SIDE OF 84TH AVENUE.
 NF1660'STATION MARK, REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 NF1660'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 NF1660'MARK 1 CHECKED THE OLD DATA.  NO DATA WAS AVAILABLE AT THIS TIME TO
 NF1660'CHECK THE DISTANCE AND DIRECTION TO REFERENCE MARK 3.
 NF1660'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY M-45,
 NF1660'ABOUT 21.7 KM (13.48 MI) NORTH OF HOLLAND, GO EAST ON M-45 FOR 15.1
 NF1660'KM (9.38 MI) TO A CROSSROAD, (84TH AVENUE).  TURN RIGHT AND GO SOUTH
 NF1660'ON 84TH AVENUE FOR 1.29 KM (0.80 MI) TO THE STATION ON THE RIGHT AS
 NF1660'DESCRIBED.
 NF1660'STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 8.84 M
 NF1660'(29.00 FT) WEST FROM THE CENTER OF 84TH AVENUE, 5.8 M (19.03 FT)
 NF1660'SOUTH FROM A 34 INCH MAPLE TREE, 5.5 M (18.04 FT) NORTH FROM A 30 INCH
 NF1660'MAPLE TREE, 2.44 M (8.01 FT) EAST FROM A NORTH-SOUTH FENCE LINE AND
 NF1660'0.46 M (1.51 FT) SOUTH FROM A METAL WITNESS POST.
 NF1660'A TRAVERSE CONNECTION WAS MADE TO STATION DEJUNGE 1932 AZIMUTH USING
 NF1660'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1660'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1660'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1660
 NF1660                          STATION RECOVERY (1984)
 NF1660
 NF1660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NF1660'THE STATION MARK REFERENCE MARKS 1 AND 3 AND THE AZIMUTH MARK WERE
 NF1660'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 NF1660'MARK 1 CHECKED THE OLD DATA.  NO DATA WAS AVAILABLE AT THIS TIME TO
 NF1660'CHECK TO REFERENCE MARK 3.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NF1660' 
 NF1660'THE STATION IS LOCATED ABOUT 14 MILES (22.5 KM) SOUTHEAST OF GRAND
 NF1660'HAVEN, 13 MILES (20.9 KM) NORTHEAST OF NOLLAND, 2 MILES (3.2 KM)
 NF1660'SOUTHWEST OF ALLENDALE ALONG THE WEST SIDE OF 84TH AVENUE.  TO REACH
 NF1660'THE STATION FROM THE JUNCTION OF U.S HIGHWAY 31 AND STATE HIGHWAY M 45
 NF1660'ABOUT 13 1/2 MILES NORTH OF HOLLAND, GO EAST ON M 45 FOR 9.4 MILES
 NF1660'(15.1 KM) TO A CROSSROAD 84TH AVENUE.  TURN RIGHT AND GO SOUTH ON 84TH
 NF1660'AVENUE FOR 0.8 MILE (1.3 KM) TO STATION ON RIGHT AS DESCRIBED.
 NF1660' 
 NF1660'THE STATION IS A STANDARD CGS DISK STAMPED--DE JUNGE 1932--,  SET INTO
 NF1660'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (36 CM) IN DIAMETER,
 NF1660'FLUSH WITH GROUND.  THE STATION IS LOCATED 8.839 METERS (28.999 FT)
 NF1660'WEST FROM THE CENTERLINE OF 84TH AVENUE, 5.791 METERS (18.999 FT)
 NF1660'SOUTH FROM A 34 INCH MAPLE TREE, 5.486 METERS (17.999 FT) NORTH FROM A
 NF1660'30 INCH MAPLE TREE, 2.438 METERS (7.999 FT) EAST FROM A NORTH SOUTH
 NF1660'FENCE LINE AND 0.457 METERS (1.499 FT) SOUTH FROM A METAL WITNESS POST
 NF1660'WITH SIGN.
 NF1660' 
 NF1660'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--DE JUNGE NO 1
 NF1660'1932--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 NF1660'(36 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.315
 NF1660'METERS METERS (23.999 FT) EAST FROM THE CENTERLINE OF 84TH AVENUE
 NF1660'AND 0.457 METERS (1.499 FT) SOUTH FROM A METAL WITNESS POST WITH
 NF1660'SIGN AND 0.9 METERS (3.0 FT) LOWER THAN THE STATION.
 NF1660' 
 NF1660'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DE JUNGE 1932 NO 3
 NF1660'1978--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 NF1660'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.163
 NF1660'METERS (23.501 FT) EAST FROM THE CENTERLINE OF 84TH AVENUE, 17.831
 NF1660'METERS (58.501 FT) EAST FROM THE THIRD MAPLE TREE SOUTH OF STATION
 NF1660'AND 0.914 METERS (2.999 FT) NORTH FROM A METAL WITNESS POST WITH
 NF1660'SIGN AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 NF1660' 
 NF1660'THE STATION IS A STANDARD CGS REFERENCE MARK DISK STAMPED--DE JUNGE
 NF1660'1932 AZIMUTH MARK--,  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT,
 NF1660'12 INCHES (36 CM) IN DIAMETER, PROJECTING 6 INCHES (18 CM) ABOVE THE
 NF1660'GROUND.  LOCATED 49.0 FT (14.9 M) EAST FROM A 30 INCH MAPLE TREE 32.5
 NF1660'FT (9.9 M) NORTH FROM THE CENTERLINE OF PIERCE STREET 8.5 FT (2.6 M)
 NF1660'WEST FROM A 36 INCH MAPLE TREE AND 1.5 FT (0.5 M) EAST FROM A METAL
 NF1660'WITNESS POST AND SIGN.  A TRAVERSE CONNECTION WAS MADE TO STATION
 NF1660'DE JUNGE 1932 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT. THE
 NF1660'STATION IS LOCATED ABOUT 14.0 MILES (22.5 KM) SOUTHEAST OF GRAND
 NF1660'HAVEN, 13.0 MILES (20.9 KM) NORTHEAST OF HOLLAND 2.0 MILES (3.2 KM),
 NF1660'SOUTHWEST OF ALLENDALE ALONG THE NORTH SIDE OF PIERCE STREET AND ON
 NF1660'HIGHWAY RIGHT OF WAY.  TO REACH THE STATION FROM THE JUNCTION OF U.S
 NF1660'HIGHWAY 31 AND STATE HIGHWAY M 45 ABOUT 13.5 MILES (21.7 KM) NORTH OF
 NF1660'HOLLAND, GO EAST ON M 45 FOR 9.4 MILES (15.1 KM) TO A CROSSROAD 84TH
 NF1660'AVENUE.  TURN RIGHT AND GO SOUTH ON 84TH AVENUE FOR 0.8 MILES (1.3 KM)
 NF1660'TO TRIANGLATION STATION DE JUNGE 1954 ON RIGHT.  CONTINUE SOUTH ON
 NF1660'84TH AVENUE FOR 0.15 MILES (0.24 KM) TO A CROSSROAD, PIERCE STREET.
 NF1660'TURN RIGHT AND GO WEST ON PIERCE STREET FOR 0.15 MILES (0.24 KM) TO
 NF1660'STATION ON THE RIGHT AS DESCRIBED.
 NF1660
 NF1660                          STATION RECOVERY (2004)
 NF1660
 NF1660'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF1660'29 FEET W OF CENTERLINE 84TH AVE. 19 FEET SOUTH OF 44 INCH MAPLE AND
 NF1660'18 FEET N OF BLAZED TRIANGLE IN 25 INCH MAPLE. MARK ON TREE WAS RE
 NF1660'BLAZED.
 NF1660' 
 NF1660'M-45 IS CROSSROAD TO NORTH, PIERCE ST. IS CROSSROAD TO SOUTH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1661 ***********************************************************************
 NF1661  DESIGNATION -  DE JUNGE AZ MK
 NF1661  PID         -  NF1661
 NF1661  STATE/COUNTY-  MI/OTTAWA
 NF1661  USGS QUAD   -  ALLENDALE (1972)
 NF1661
 NF1661                         *CURRENT SURVEY CONTROL
 NF1661  ___________________________________________________________________
 NF1661* NAD 83(1994)-  42 57 27.06199(N)    085 59 42.29473(W)     ADJUSTED  
 NF1661* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 NF1661  ___________________________________________________________________
 NF1661  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 NF1661  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1661
 NF1661  HORZ ORDER  -  SECOND
 NF1661
 NF1661.The horizontal coordinates were established by classical geodetic methods
 NF1661.and adjusted by the National Geodetic Survey in February 1997..
 NF1661
 NF1661.The orthometric height was scaled from a topographic map.
 NF1661
 NF1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1661
 NF1661.The geoid height was determined by GEOID03.
 NF1661
 NF1661;                    North         East     Units Scale Factor Converg.
 NF1661;SPC MI S     -   163,182.311 3,867,146.557   MT  0.99990768   -1 06 29.5
 NF1661;SPC MI S     -   535,375.04 12,687,488.70   iFT  0.99990768   -1 06 29.5
 NF1661;UTM  16      - 4,756,587.034   581,965.936   MT  0.99968265   +0 41 05.4
 NF1661
 NF1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1661!SPC MI S     -   0.99997446  x   0.99990768  =   0.99988214
 NF1661!UTM  16      -   0.99997446  x   0.99968265  =   0.99965712
 NF1661
 NF1661                          SUPERSEDED SURVEY CONTROL
 NF1661
 NF1661  NAD 83(1986)-  42 57 27.06460(N)    085 59 42.30536(W) AD(       ) 2
 NF1661  NAD 27      -  42 57 26.98100(N)    085 59 42.14860(W) AD(       ) 2
 NF1661
 NF1661.Superseded values are not recommended for survey control.
 NF1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1661.See file dsdata.txt to determine how the superseded data were derived.
 NF1661
 NF1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8196656587(NAD 83)
 NF1661_MARKER: DR = REFERENCE MARK DISK
 NF1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1661_SP_SET: SQUARE CONCRETE MONUMENT
 NF1661_STAMPING: DEJUNGE 1932 AZIMUTH
 NF1661_MARK LOGO: CGS   
 NF1661_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1661+STABILITY: SURFACE MOTION
 NF1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1661+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1984
 NF1661
 NF1661  HISTORY     - Date     Condition        Report By
 NF1661  HISTORY     - UNK      MONUMENTED       RBNF
 NF1661  HISTORY     - 19841010 GOOD             NGS
 NF1661  HISTORY     - 20041009 MARK NOT FOUND   INDIV
 NF1661
 NF1661                          STATION DESCRIPTION
 NF1661
 NF1661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1661'STATION IS LOCATED IN QUAD. 420854, ABOUT 22.5 KM (13.98 MI) SOUTHEAST
 NF1661'OF GRAND HAVEN, 20.9 KM (12.99 MI) NORTHEAST OF HOLLAND, 3.2 KM
 NF1661'(1.99 MI) SOUTHWEST OF ALLENDALE ALONG THE WEST SIDE OF 84TH AVENUE.
 NF1661'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY M-45,
 NF1661'ABOUT 21.7 KM (13.48 MI) NORTH OF HOLLAND, GO EAST ON M-45 FOR 15.1
 NF1661'KM (9.38 MI) TO A CROSSROAD, (84TH AVENUE).  TURN RIGHT AND GO SOUTH
 NF1661'ON 84TH AVENUE FOR 1.29 KM (0.80 MI) TO THE STATION ON THE RIGHT AS
 NF1661'DESCRIBED.
 NF1661'AZIMUTH MARK 1 IS SET PROJECTING ABOUT 6 INCHES ABOVE THE GROUND.  IT
 NF1661'IS LOCATED 14.935 M (48.999 FT) EAST FROM A 30 INCH MAPLE TREE, 9.906
 NF1661'M (32.500 FT) NORTH FROM THE CENTER OF PIERCE STREET, 2.591 M
 NF1661'(8.501 FT) WEST FROM A 36 INCH MAPLE TREE AND 0.46 M (1.51 FT) EAST
 NF1661'FROM A METAL WITNESS POST.
 NF1661'A TRAVERSE CONNECTION WAS MADE TO STATION DEJUNCE 1932 USING
 NF1661'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1661'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF1661'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1661
 NF1661                          STATION RECOVERY (2004)
 NF1661
 NF1661'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RDF)
 NF1661'AREA OF MARK FALL IN A FARMED FIELD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0513 ***********************************************************************
 OK0513  DESIGNATION -  DE SHONE
 OK0513  PID         -  OK0513
 OK0513  STATE/COUNTY-  MI/SAGINAW
 OK0513  USGS QUAD   -  SHIELDS (1975)
 OK0513
 OK0513                         *CURRENT SURVEY CONTROL
 OK0513  ___________________________________________________________________
 OK0513* NAD 83(1994)-  43 29 03.97157(N)    084 02 03.77302(W)     ADJUSTED  
 OK0513* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 OK0513  ___________________________________________________________________
 OK0513  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 OK0513  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OK0513
 OK0513  HORZ ORDER  -  FIRST
 OK0513
 OK0513.The horizontal coordinates were established by classical geodetic methods
 OK0513.and adjusted by the National Geodetic Survey in February 1997..
 OK0513
 OK0513.The orthometric height was scaled from a topographic map.
 OK0513
 OK0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0513
 OK0513.The geoid height was determined by GEOID03.
 OK0513
 OK0513;                    North         East     Units Scale Factor Converg.
 OK0513;SPC MI S     -   220,485.464 4,026,879.929   MT  0.99996158   +0 13 34.1
 OK0513;SPC MI S     -   723,377.51 13,211,548.32   iFT  0.99996158   +0 13 34.1
 OK0513;UTM  16      - 4,818,885.985   739,820.837   MT  1.00030752   +2 02 30.4
 OK0513;UTM  17      - 4,819,086.540   254,618.242   MT  1.00034071   -2 05 21.0
 OK0513
 OK0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0513!SPC MI S     -   0.99997498  x   0.99996158  =   0.99993656
 OK0513!UTM  16      -   0.99997498  x   1.00030752  =   1.00028249
 OK0513!UTM  17      -   0.99997498  x   1.00034071  =   1.00031568
 OK0513
 OK0513:                Primary Azimuth Mark                     Grid Az
 OK0513:SPC MI S     -  DE SHONE AZ MK 2                         000 21 54.6
 OK0513:UTM  16      -  DE SHONE AZ MK 2                         358 32 58.3
 OK0513:UTM  17      -  DE SHONE AZ MK 2                         002 40 49.7
 OK0513
 OK0513|---------------------------------------------------------------------|
 OK0513| PID    Reference Object                     Distance      Geod. Az  |
 OK0513|                                                           dddmmss.s |
 OK0513| CH0969 DE SHONE AZ MK 2                                   0003528.7 |
 OK0513| CH0970 DE SHONE RM 1                        34.964 METERS 00631     |
 OK0513| OJ1069 FRANKENLUST ST PAULS LUTH CH        APPROX.11.5 KM 0401526.9 |
 OK0513| OJ1067 BAY CITY COLUMBIA SUGAR CO STK      APPROX.13.7 KM 0425442.9 |
 OK0513| OJ1062 BAY CITY CITY HALL                  APPROX.16.9 KM 0440930.9 |
 OK0513| OJ1059 BAY CITY EASTERN HS DOME            APPROX.17.4 KM 0481532.5 |
 OK0513| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX.16.3 KM 0491229.6 |
 OK0513| OJ1065 BAY CITY ST STAN CH S STEEPLE       APPROX.16.3 KM 0491523.9 |
 OK0513| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX. 9.9 KM 1124249.1 |
 OK0513| OJ1042 SAGINAW SACRED HEART CHURCH         APPROX.10.8 KM 1255040.8 |
 OK0513| CH0971 DE SHONE RM 2                        28.621 METERS 27438     |
 OK0513| CH0968 DE SHONE AZ MK 1                                   3163230.3 |
 OK0513|---------------------------------------------------------------------|
 OK0513
 OK0513                          SUPERSEDED SURVEY CONTROL
 OK0513
 OK0513  NAD 83(1986)-  43 29 03.96025(N)    084 02 03.79568(W) AD(       ) 1
 OK0513  NAD 27      -  43 29 03.86628(N)    084 02 03.87583(W) AD(       ) 1
 OK0513
 OK0513.Superseded values are not recommended for survey control.
 OK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0513.See file dsdata.txt to determine how the superseded data were derived.
 OK0513
 OK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3982118886(NAD 83)
 OK0513_MARKER: DS = TRIANGULATION STATION DISK
 OK0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0513_STAMPING: DE SHONE 1932
 OK0513_MARK LOGO: CGS   
 OK0513_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0513+STABILITY: SURFACE MOTION
 OK0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0513+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2001
 OK0513
 OK0513  HISTORY     - Date     Condition        Report By
 OK0513  HISTORY     - 1932     MONUMENTED       CGS
 OK0513  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OK0513  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OK0513  HISTORY     - 1980     GOOD             MIDH
 OK0513  HISTORY     - 19910108 GOOD             LOCENG
 OK0513  HISTORY     - 19910108 GOOD             LOCENG
 OK0513  HISTORY     - 19940508 GOOD             USPSQD
 OK0513  HISTORY     - 20010227 GOOD             OHM
 OK0513  HISTORY     - 20010808 GOOD             NGS
 OK0513
 OK0513                          STATION DESCRIPTION
 OK0513
 OK0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0513'ABOUT 5 MILES NORTHWEST
 OK0513'OF SAGINAW, 4-3/4
 OK0513'MILES SOUTHEAST OF FREELAND, ABOUT 1/4 MILE NORTH OF CROSSROADS
 OK0513'AT LAWNDALE, ON LAND OWNED BY E.D.
 OK0513'DE SHONE, IN BARNYARD JUST NORTH OF
 OK0513'HOUSE, 100 FEET NORTH-NORTHEAST OF NORTHEAST CORNER
 OK0513'OF HOUSE, 41 FEET WEST OF CENTER
 OK0513'LINE OF ROAD, 17 FEET WEST OF FENCE, 18 FEET NORTH OF FENCE, AND 89
 OK0513'FEET EAST OF EAST EDGE OF CONCRETE
 OK0513'SILO BASE.  TO REACH FROM JUNCTION OF U.S. ROUTE 10 AND ROUTE
 OK0513'M-47 IN SAGINAW, GO NORTH 1.0 MILE
 OK0513'ON ROUTE M-47 TO CROSSROADS WITH SCHOOL
 OK0513'IN NORTHWEST CORNER JUST NORTH OF RAILROAD CROSING,
 OK0513'PROCEED WEST 3.0 MILES ON
 OK0513'GRAVEL ROAD TO T-INTERSECTION, PROCEED NORTH 2.0 MILES ON GRAVEL ROAD
 OK0513'TO CROSSROAD AT LAWNDALE JUST
 OK0513'NORTH OF RAILROAD CROSSING, AND CONTINUE NORTH ABOUT 0.25
 OK0513'MILE TO DE SHONES BUFF-COLORED
 OK0513'BRICK HOUSE.  SURFACE AND UNDERGROUND MARKS
 OK0513'ARE STANDARD DISK STATION MARKS IN CONCRETE,
 OK0513'NOTES 1A AND 7A.  UPPER MARK IS
 OK0513'FLUSH WITH SURFACE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OK0513'REFERENCE DISKS IN
 OK0513'CONCRETE, NOTE 11A.  NO 1 PROJECTS 10 INCHES, IS 23 FEET WEST OF
 OK0513'CENTER LINE OF ROAD, 1 FOOT
 OK0513'WEST OF FENCE, 43 FEET NORTH OF FENCE IN LINE WITH NORTH SIDE OF
 OK0513'BARN, AND 114.71 FEET FROM
 OK0513'STATION IN AZIMUTH 186 DEG. 31 MIN.  NO. 2 PROJECTS 3 INCHES, IS 1
 OK0513'FOOT SOUTH OF SOUTH EDGE OF CONCRETE
 OK0513'SILO BASE, AND 93.90 FEET FROM STATION IN AZIMUTH
 OK0513'94 DEG 38 MIN AZIMUTH MARK PROJECTS 6 INCHES, IS 23
 OK0513'FEET EAST OF CENTER LINE OF
 OK0513'ROAD, 1 FOOT WEST OF FENCE, 24 FEET SOUTH OF FENCE CORNER, ABOUT 100
 OK0513'FEET SOUTHWEST OF SOUTHWEST
 OK0513'CORNER OF HOUSE, AND APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH
 OK0513'180 DEG. 35 MIN. 27 SEC.  SPIRE
 OK0513'OF SMALL WOODEN CHURCH IS ABOUT 1 MILE FROM STATION
 OK0513'IN AZIMUTH 136 DEG. 32 MIN. 29 SEC.
 OK0513
 OK0513                          STATION RECOVERY (1948)
 OK0513
 OK0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 OK0513'STATION IN EXCELLENT CONDITION.  RECOVERED AS DESCRIBED.
 OK0513'
 OK0513'REFERENCE MARKS NO. 1 AND NO. 2 ARE IN EXCELLENT CONDITION.
 OK0513'RECOVERED AS
 OK0513'DESCRIBED.
 OK0513'
 OK0513'REFERENCE MARK NO. 3 IS TILTED SLIGHTLY OUT OF POSITION.
 OK0513
 OK0513                          STATION RECOVERY (1955)
 OK0513
 OK0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 OK0513'ALL MARKS WERE RECOVERED AS DESCRIBED.  RM NO 1 IS TILTED AND IS ON
 OK0513'THE EDGE OF A
 OK0513'DITCH.  ALL OTHER MARKS WERE RECOVERED IN GOOD CONDITION.
 OK0513
 OK0513                          STATION RECOVERY (1980)
 OK0513
 OK0513'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0513'THE STATION WAS FOUND IN GOOD CONDITION.
 OK0513
 OK0513                          STATION RECOVERY (1991)
 OK0513
 OK0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OK0513'FOUND STATION IN GOOD CONDITION IN SMALL WOODLOT.  PLACED CARSONITE
 OK0513'POST ALONGSIDE.
 OK0513
 OK0513                          STATION RECOVERY (1991)
 OK0513
 OK0513'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OK0513'FOUND STATION IN GOOD CONDITION IN SMALL WOODLOT.  PLACED CARSONITE
 OK0513'POST ALONGSIDE.
 OK0513
 OK0513                          STATION RECOVERY (1994)
 OK0513
 OK0513'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0513'RECOVERED IN GOOD CONDITION.
 OK0513
 OK0513                          STATION RECOVERY (2001)
 OK0513
 OK0513'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2001
 OK0513'RECOVERED AS DESCRIBED
 OK0513' 
 OK0513
 OK0513                          STATION RECOVERY (2001)
 OK0513
 OK0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0513'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0934 ***********************************************************************
 OJ0934  DESIGNATION -  DEAN
 OJ0934  PID         -  OJ0934
 OJ0934  STATE/COUNTY-  MI/LAPEER
 OJ0934  USGS QUAD   -  BURNSIDE (1963)
 OJ0934
 OJ0934                         *CURRENT SURVEY CONTROL
 OJ0934  ___________________________________________________________________
 OJ0934* NAD 83(1994)-  43 10 53.81793(N)    083 03 12.00977(W)     ADJUSTED  
 OJ0934* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 OJ0934  ___________________________________________________________________
 OJ0934  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 OJ0934  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OJ0934
 OJ0934  HORZ ORDER  -  SECOND
 OJ0934
 OJ0934.The horizontal coordinates were established by classical geodetic methods
 OJ0934.and adjusted by the National Geodetic Survey in February 1997..
 OJ0934
 OJ0934.The orthometric height was scaled from a topographic map.
 OJ0934
 OJ0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0934
 OJ0934.The geoid height was determined by GEOID03.
 OJ0934
 OJ0934;                    North         East     Units Scale Factor Converg.
 OJ0934;SPC MI S     -   187,624.073 4,106,761.455   MT  0.99992025   +0 53 37.5
 OJ0934;SPC MI S     -   615,564.54 13,473,626.82   iFT  0.99992025   +0 53 37.5
 OJ0934;UTM  17      - 4,783,029.927   333,127.414   MT  0.99994256   -1 24 19.6
 OJ0934
 OJ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0934!SPC MI S     -   0.99995491  x   0.99992025  =   0.99987516
 OJ0934!UTM  17      -   0.99995491  x   0.99994256  =   0.99989747
 OJ0934
 OJ0934|---------------------------------------------------------------------|
 OJ0934| PID    Reference Object                     Distance      Geod. Az  |
 OJ0934|                                                           dddmmss.s |
 OJ0934| OJ0935 P 20 A 1957                          13.757 METERS 04002     |
 OJ0934| CH0973 DEAN RM 2                             7.255 METERS 12745     |
 OJ0934| CH0972 DEAN AZ MK                                         2135446.1 |
 OJ0934| OJ0969 NORTH BRANCH MUNICIPAL TANK         APPROX.12.1 KM 2962956.8 |
 OJ0934|---------------------------------------------------------------------|
 OJ0934
 OJ0934                          SUPERSEDED SURVEY CONTROL
 OJ0934
 OJ0934  NAD 83(1986)-  43 10 53.81472(N)    083 03 12.04666(W) AD(       ) 2
 OJ0934  NAD 27      -  43 10 53.71029(N)    083 03 12.26256(W) AD(       ) 2
 OJ0934
 OJ0934.Superseded values are not recommended for survey control.
 OJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0934.See file dsdata.txt to determine how the superseded data were derived.
 OJ0934
 OJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3312783030(NAD 83)
 OJ0934_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0934
 OJ0934  HISTORY     - Date     Condition        Report By
 OJ0934  HISTORY     - 1957     MONUMENTED       CGS
 OJ0934  HISTORY     - 1980     GOOD             MIDH
 OJ0934  HISTORY     - 19970524 GOOD             USPSQD
 OJ0934
 OJ0934                          STATION DESCRIPTION
 OJ0934
 OJ0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OJ0934'THE STATION IS ABOUT 33 MILES NORTHWEST OF PORT HURON, 2-1/2 MILES
 OJ0934'SOUTHEAST OF THE
 OJ0934'SMALL TOWN OF BURNSIDE AT A U.S. ARMY AREA.  IT IS 5.5
 OJ0934'FEET EAST OF THE WOVEN WIRE FENCE
 OJ0934'THAT SURROUNDS THE SITE, 58 FEET SOUTH
 OJ0934'OF THE NORTHWEST CORNER OF THE FENCE AND 60 FEET
 OJ0934'NORTH OF THE SOUTHWEST
 OJ0934'CORNER OF THE FENCE.  THE MONUMENT IS FLUSH AND THE DISK IS STAMPED
 OJ0934'DEAN 1957.
 OJ0934'
 OJ0934'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 90 AND 53
 OJ0934'IN THE SMALL TOWN
 OJ0934'OF BURNSIDE, GO SOUTH ON HIGHWAY 53 FOR 1.95 MILES TO
 OJ0934'A SIDE ROAD LEFT (DEANVILLE ROAD).
 OJ0934'TURN LEFT AND GO EAST ON THE GRAVELED
 OJ0934'ROAD FOR 1.0 MILE TO A GRAVELED CROSSROAD*.  CONTINUE
 OJ0934'EAST ON THE GRAVELED
 OJ0934'ROAD FOR 0.15 MILE TO A DRIVEWAY ON THE RIGHT AT TOP OF HILL.  TURN
 OJ0934'RIGHT AND GO SOUTH ON
 OJ0934'THE DRIVEWAY FOR 0.05 MILE TO A WIRE GATE ON THE RIGHT.
 OJ0934'PASS THROUGH THE GATE AND TO THE
 OJ0934'STATION.
 OJ0934'
 OJ0934'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON THE GRAVELED
 OJ0934'ROAD FOR 0.25 MILE
 OJ0934'TO THE MARK ON THE LEFT.
 OJ0934'
 OJ0934'REFERENCE MARK 1 IS 24 FEET SOUTH OF THE WOVEN WIRE FENCE.  THE
 OJ0934'MONUMENT IS FLUSH
 OJ0934'AND THE DISK IS STAMPED DEAN NO 1 1957.
 OJ0934'
 OJ0934'REFERENCE MARK 2 IS 24 FEET EAST OF THE WOVEN WIRE FENCE.  THE
 OJ0934'MONUMENT IS FLUSH
 OJ0934'AND THE DISK IS STAMPED DEAN NO 2 1957.
 OJ0934'
 OJ0934'THE AZIMUTH MARK IS 25 FEET EAST OF THE CENTERLINE OF THE GRAVELED
 OJ0934'ROAD, 27 FEET
 OJ0934'SOUTH OF A 12 INCH MAPLE TREE, 10 FEET NORTH OF AN 18 INCH
 OJ0934'TREE AND 2 FEET EAST OF A WHITE
 OJ0934'WITNESS POST.  THE MONUMENT IS FLUSH AND
 OJ0934'THE DISK IS STAMPED DEAN 1957.
 OJ0934'
 OJ0934'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 OJ0934
 OJ0934                          STATION RECOVERY (1980)
 OJ0934
 OJ0934'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ0934'THE STATION, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 OJ0934'CONDITION.  REFERENCE MARK 1 COULD NOT BE FOUND.  THE TO REACH AND
 OJ0934'DESCRIPTION ARE ADEQUATE.  THE DISTANCES AND DIRECTIONS WERE NOT
 OJ0934'CHECKED.
 OJ0934'
 OJ0934'THE STATION IS BURIED 2 INCHES BELOW GROUND SURFACE.
 OJ0934
 OJ0934                          STATION RECOVERY (1997)
 OJ0934
 OJ0934'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1359 ***********************************************************************
 NE1359  DESIGNATION -  DEARBORN FORD AIRPORT BEACON
 NE1359  PID         -  NE1359
 NE1359  STATE/COUNTY-  MI/WAYNE
 NE1359  USGS QUAD   -  DEARBORN (1983)
 NE1359
 NE1359                         *CURRENT SURVEY CONTROL
 NE1359  ___________________________________________________________________
 NE1359* NAD 83(1994)-  42 18 00.58806(N)    083 12 48.99844(W)     ADJUSTED  
 NE1359* NAVD 88     -                                                        
 NE1359  ___________________________________________________________________
 NE1359  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 NE1359  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 NE1359
 NE1359  HORZ ORDER  -  THIRD
 NE1359
 NE1359.The horizontal coordinates were established by classical geodetic methods
 NE1359.and adjusted by the National Geodetic Survey in February 1997..
 NE1359
 NE1359
 NE1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1359
 NE1359.The geoid height was determined by GEOID03.
 NE1359
 NE1359;                    North         East     Units Scale Factor Converg.
 NE1359;SPC MI S     -    89,531.718 4,095,074.386   MT  0.99995862   +0 47 04.9
 NE1359;SPC MI S     -   293,739.23 13,435,283.42   iFT  0.99995862   +0 47 04.9
 NE1359;UTM  17      - 4,685,476.738   317,533.756   MT  1.00000966   -1 29 24.7
 NE1359
 NE1359                          SUPERSEDED SURVEY CONTROL
 NE1359
 NE1359  NAD 83(1986)-  42 18 00.59577(N)    083 12 49.02741(W) AD(       ) 4
 NE1359  NAD 27      -  42 18 00.46400(N)    083 12 49.29500(W) AD(       ) 3
 NE1359
 NE1359.Superseded values are not recommended for survey control.
 NE1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1359.See file dsdata.txt to determine how the superseded data were derived.
 NE1359
 NE1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1753485477(NAD 83)
 NE1359
 NE1359  HISTORY     - Date     Condition        Report By
 NE1359  HISTORY     - 1932     MONUMENTED       CGS
 NE1359
 NE1359                          STATION DESCRIPTION
 NE1359
 NE1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1359'A 24-INCH ROTATING BEACON ON HANGAR ROOF OF FORD AIRPORT, 9 MILES
 NE1359'WEST OF DETROIT, IN DEARBORN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1366 ***********************************************************************
 NE1366  DESIGNATION -  DEARBORN FORD AIRPORT STACK
 NE1366  PID         -  NE1366
 NE1366  STATE/COUNTY-  MI/WAYNE
 NE1366  USGS QUAD   -  DEARBORN (1983)
 NE1366
 NE1366                         *CURRENT SURVEY CONTROL
 NE1366  ___________________________________________________________________
 NE1366* NAD 83(1994)-  42 18 21.93228(N)    083 14 13.62566(W)     ADJUSTED  
 NE1366* NAVD 88     -                                                        
 NE1366  ___________________________________________________________________
 NE1366  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NE1366  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NE1366
 NE1366  HORZ ORDER  -  THIRD
 NE1366
 NE1366.The horizontal coordinates were established by classical geodetic methods
 NE1366.and adjusted by the National Geodetic Survey in February 1997..
 NE1366
 NE1366
 NE1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1366
 NE1366.The geoid height was determined by GEOID03.
 NE1366
 NE1366;                    North         East     Units Scale Factor Converg.
 NE1366;SPC MI S     -    90,163.939 4,093,127.370   MT  0.99995758   +0 46 07.3
 NE1366;SPC MI S     -   295,813.45 13,428,895.57   iFT  0.99995758   +0 46 07.3
 NE1366;UTM  17      - 4,686,185.785   315,613.262   MT  1.00001833   -1 30 22.3
 NE1366
 NE1366                          SUPERSEDED SURVEY CONTROL
 NE1366
 NE1366  NAD 83(1986)-  42 18 21.93985(N)    083 14 13.65418(W) AD(       ) 4
 NE1366  NAD 27      -  42 18 21.80000(N)    083 14 13.91000(W) AD(       ) 3
 NE1366
 NE1366.Superseded values are not recommended for survey control.
 NE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1366.See file dsdata.txt to determine how the superseded data were derived.
 NE1366
 NE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1561386186(NAD 83)
 NE1366
 NE1366  HISTORY     - Date     Condition        Report By
 NE1366  HISTORY     - UNK      MONUMENTED
 NE1366  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1366
 NE1366                          STATION DESCRIPTION
 NE1366
 NE1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1366'THIS INTERSECTION STATION
 NE1366'COULD NOT BE
 NE1366'RECOVERED.  ACCORDING TO INFORMATION OBTAINED AT
 NE1366'THE FORD PROVING GROUNDS (USED
 NE1366'TO BE THE FORD AIRPORT) THIS STACK
 NE1366'WAS DESTROYED AND A NEW AND LARGER STACK ERECTED
 NE1366'APPROXIMATELY
 NE1366'IN THE SAME LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1365 ***********************************************************************
 NE1365  DESIGNATION -  DEARBORN FORD APT CHECKERED TK
 NE1365  PID         -  NE1365
 NE1365  STATE/COUNTY-  MI/WAYNE
 NE1365  USGS QUAD   -  DEARBORN (1983)
 NE1365
 NE1365                         *CURRENT SURVEY CONTROL
 NE1365  ___________________________________________________________________
 NE1365* NAD 83(1994)-  42 18 26.17877(N)    083 14 01.77191(W)     ADJUSTED  
 NE1365* NAVD 88     -                                                        
 NE1365  ___________________________________________________________________
 NE1365  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NE1365  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NE1365
 NE1365  HORZ ORDER  -  THIRD
 NE1365
 NE1365.The horizontal coordinates were established by classical geodetic methods
 NE1365.and adjusted by the National Geodetic Survey in February 1997..
 NE1365
 NE1365
 NE1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1365
 NE1365.The geoid height was determined by GEOID03.
 NE1365
 NE1365;                    North         East     Units Scale Factor Converg.
 NE1365;SPC MI S     -    90,298.596 4,093,397.063   MT  0.99995737   +0 46 15.4
 NE1365;SPC MI S     -   296,255.24 13,429,780.39   iFT  0.99995737   +0 46 15.4
 NE1365;UTM  17      - 4,686,309.638   315,888.104   MT  1.00001709   -1 30 14.5
 NE1365
 NE1365                          SUPERSEDED SURVEY CONTROL
 NE1365
 NE1365  NAD 83(1986)-  42 18 26.18631(N)    083 14 01.80046(W) AD(       ) 4
 NE1365  NAD 27      -  42 18 26.04800(N)    083 14 02.05900(W) AD(       ) 3
 NE1365
 NE1365.Superseded values are not recommended for survey control.
 NE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1365.See file dsdata.txt to determine how the superseded data were derived.
 NE1365
 NE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1588886310(NAD 83)
 NE1365
 NE1365  HISTORY     - Date     Condition        Report By
 NE1365  HISTORY     - UNK      MONUMENTED
 NE1365  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1365
 NE1365                          STATION DESCRIPTION
 NE1365
 NE1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1365'THIS INTERSECTION STATION COULD NOT BE RECOVERED.  ACCORDING TO
 NE1365'INFORMATION OBTAINED AT
 NE1365'THE FORDS PROVING GROUNDS (USED TO BE THE FORD
 NE1365'AIRPORT) THIS TANK WAS
 NE1365'DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1442 ***********************************************************************
 NE1442  DESIGNATION -  DEARBORN MUNICIPAL TANK
 NE1442  PID         -  NE1442
 NE1442  STATE/COUNTY-  MI/WAYNE
 NE1442  USGS QUAD   -  INKSTER (1983)
 NE1442
 NE1442                         *CURRENT SURVEY CONTROL
 NE1442  ___________________________________________________________________
 NE1442* NAD 83(1994)-  42 17 50.32572(N)    083 16 19.57776(W)     ADJUSTED  
 NE1442* NAVD 88     -                                                        
 NE1442  ___________________________________________________________________
 NE1442  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 NE1442  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NE1442
 NE1442  HORZ ORDER  -  THIRD
 NE1442
 NE1442.The horizontal coordinates were established by classical geodetic methods
 NE1442.and adjusted by the National Geodetic Survey in February 1997..
 NE1442
 NE1442
 NE1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1442
 NE1442.The geoid height was determined by GEOID03.
 NE1442
 NE1442;                    North         East     Units Scale Factor Converg.
 NE1442;SPC MI S     -    89,150.731 4,090,255.681   MT  0.99995913   +0 44 41.6
 NE1442;SPC MI S     -   292,489.27 13,419,474.02   iFT  0.99995913   +0 44 41.6
 NE1442;UTM  17      - 4,685,287.293   312,703.428   MT  1.00003164   -1 31 46.3
 NE1442
 NE1442                          SUPERSEDED SURVEY CONTROL
 NE1442
 NE1442  NAD 83(1986)-  42 17 50.33296(N)    083 16 19.60587(W) AD(       ) 4
 NE1442  NAD 27      -  42 17 50.20000(N)    083 16 19.86000(W) AD(       ) 3
 NE1442
 NE1442.Superseded values are not recommended for survey control.
 NE1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1442.See file dsdata.txt to determine how the superseded data were derived.
 NE1442
 NE1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1270385287(NAD 83)
 NE1442
 NE1442  HISTORY     - Date     Condition        Report By
 NE1442  HISTORY     - UNK      MONUMENTED
 NE1442  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1442  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1442
 NE1442                          STATION DESCRIPTION
 NE1442
 NE1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1442'THIS INTERSECTION STATION
 NE1442'WAS RECOVERED IN
 NE1442'GOOD CONDITION.  STATION IS LOCATED W OF
 NE1442'TELEGRAPH ROAD, S OF THE NEW YORK
 NE1442'CENTRAL RAILROAD, AND N OF THE
 NE1442'CITY OF DEARBORN, PUBLIC WORKS YARD IN THE CITY OF
 NE1442'DEARBORN.  A
 NE1442'LARGE WATER TANK ABOUT 100 FT. HIGH, PAINTED GREY AND SUPPORTED
 NE1442'BY TWENTY STEEL
 NE1442'LEGS.
 NE1442
 NE1442                          STATION RECOVERY (1965)
 NE1442
 NE1442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1442'THIS STATION WAS NOT RECOVERED.  IT WAS DESTROYED IN 1960 OR 1961.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0979 ***********************************************************************
 RJ0979  DESIGNATION -  DEBRIS IBC 1944
 RJ0979  PID         -  RJ0979
 RJ0979  STATE/COUNTY-  MI/CHIPPEWA
 RJ0979  USGS QUAD   -  MUNUSCONG NE (1976)
 RJ0979
 RJ0979                         *CURRENT SURVEY CONTROL
 RJ0979  ___________________________________________________________________
 RJ0979* NAD 83(1994)-  46 14 47.35620(N)    084 06 28.26532(W)     ADJUSTED  
 RJ0979* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0979  ___________________________________________________________________
 RJ0979  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 RJ0979  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ0979
 RJ0979  HORZ ORDER  -  THIRD
 RJ0979
 RJ0979.The horizontal coordinates were established by classical geodetic methods
 RJ0979.and adjusted by the National Geodetic Survey in February 1997..
 RJ0979
 RJ0979.The orthometric height was scaled from a topographic map.
 RJ0979
 RJ0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0979
 RJ0979.The geoid height was determined by GEOID03.
 RJ0979
 RJ0979;                    North         East     Units Scale Factor Converg.
 RJ0979;SPC MI N     -   166,688.703 8,222,967.372   MT  0.99990306   +2 05 25.5
 RJ0979;SPC MI N     -   546,878.95 26,978,239.41   iFT  0.99990306   +2 05 25.5
 RJ0979;SPC MI C     -   325,623.718 6,019,962.877   MT  1.00017252   +0 10 58.2
 RJ0979;SPC MI C     - 1,068,319.28 19,750,534.37   iFT  1.00017252   +0 10 58.2
 RJ0979;UTM  16      - 5,125,500.675   722,945.241   MT  1.00021104   +2 05 23.7
 RJ0979
 RJ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0979!SPC MI N     -   0.99997814  x   0.99990306  =   0.99988120
 RJ0979!SPC MI C     -   0.99997814  x   1.00017252  =   1.00015066
 RJ0979!UTM  16      -   0.99997814  x   1.00021104  =   1.00018918
 RJ0979
 RJ0979:                Primary Azimuth Mark                     Grid Az
 RJ0979:SPC MI N     -  RAINS IBC 1944                           027 01 05.1
 RJ0979:SPC MI C     -  RAINS IBC 1944                           028 55 32.4
 RJ0979:UTM  16      -  RAINS IBC 1944                           027 01 06.9
 RJ0979
 RJ0979|---------------------------------------------------------------------|
 RJ0979| PID    Reference Object                     Distance      Geod. Az  |
 RJ0979|                                                           dddmmss.s |
 RJ0979| RJ0889 RAINS IBC 1944                      APPROX. 0.8 KM 0290630.6 |
 RJ0979|---------------------------------------------------------------------|
 RJ0979
 RJ0979                          SUPERSEDED SURVEY CONTROL
 RJ0979
 RJ0979  NAD 83(1986)-  46 14 47.33518(N)    084 06 28.26838(W) AD(       ) 3
 RJ0979  NAD 27      -  46 14 47.28000(N)    084 06 28.17700(W) AD(       ) 3
 RJ0979
 RJ0979.Superseded values are not recommended for survey control.
 RJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0979.See file dsdata.txt to determine how the superseded data were derived.
 RJ0979
 RJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2294525501(NAD 83)
 RJ0979_MARKER: H = DRILL HOLE
 RJ0979_SETTING: 80 = SET IN A BOULDER
 RJ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0979+STABILITY: SURFACE MOTION
 RJ0979
 RJ0979  HISTORY     - Date     Condition        Report By
 RJ0979  HISTORY     - 1944     MONUMENTED       IBC
 RJ0979  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0979
 RJ0979                          STATION DESCRIPTION
 RJ0979
 RJ0979'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0979'AT THE E EXTREMITY OF NEEBISH ISLAND, JUST S OF RAINS ISLAND, AND
 RJ0979'NEAR THE OUTLET OF THE MUNUSCONG CHANNEL, 1/2 MILE ABOVE LAKE
 RJ0979'MUNUSCONG.  AT THE END OF THE S ONE OF THE THREE OLD DOCKS JUST S
 RJ0979'OF THE CHANNEL SEPARATING NEEBISH AND RAINS ISLANDS.  IN A ROCK ON
 RJ0979'TOP OF THE ROCKS MARKING THE END OF THE OLD DOCK, AND 8 FEET FROM
 RJ0979'THE END.
 RJ0979'
 RJ0979'STATION MARK IS A DRILL HOLE IN A ROCK.  IN TIME ICE MAY DISTURB
 RJ0979'THE ROCKS AT THE END OF THIS DOCK.
 RJ0979
 RJ0979                          STATION RECOVERY (1958)
 RJ0979
 RJ0979'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0979'NOT RECOVERED.  ROCKS HAVE BEEN SHIFTED BY ICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1325 ***********************************************************************
 RJ1325  DESIGNATION -  DECOY C7W 112
 RJ1325  PID         -  RJ1325
 RJ1325  STATE/COUNTY-  MI/CHIPPEWA
 RJ1325  USGS QUAD   -  MUNUSCONG (1976)
 RJ1325
 RJ1325                         *CURRENT SURVEY CONTROL
 RJ1325  ___________________________________________________________________
 RJ1325* NAD 83(1994)-  46 13 48.01351(N)    084 09 23.04879(W)     ADJUSTED  
 RJ1325* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1325  ___________________________________________________________________
 RJ1325  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 RJ1325  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ1325
 RJ1325  HORZ ORDER  -  SECOND
 RJ1325
 RJ1325.The horizontal coordinates were established by classical geodetic methods
 RJ1325.and adjusted by the National Geodetic Survey in February 1997..
 RJ1325
 RJ1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1325
 RJ1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1325
 RJ1325.The geoid height was determined by GEOID03.
 RJ1325
 RJ1325;                    North         East     Units Scale Factor Converg.
 RJ1325;SPC MI N     -   164,722.339 8,219,291.710   MT  0.99990330   +2 03 19.2
 RJ1325;SPC MI N     -   540,427.62 26,966,180.15   iFT  0.99990330   +2 03 19.2
 RJ1325;UTM  16      - 5,123,533.777   719,268.458   MT  1.00019106   +2 03 15.3
 RJ1325
 RJ1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1325!SPC MI N     -   0.99997787  x   0.99990330  =   0.99988117
 RJ1325!UTM  16      -   0.99997787  x   1.00019106  =   1.00016893
 RJ1325
 RJ1325                          SUPERSEDED SURVEY CONTROL
 RJ1325
 RJ1325  NAD 83(1986)-  46 13 48.00484(N)    084 09 23.04550(W) AD(       ) 2
 RJ1325  NGVD 29 (05/22/90)  178.     (m)          584.     (f) VERT ANG       
 RJ1325
 RJ1325.Superseded values are not recommended for survey control.
 RJ1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1325.See file dsdata.txt to determine how the superseded data were derived.
 RJ1325
 RJ1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1926823534(NAD 83)
 RJ1325_MARKER: DS = TRIANGULATION STATION DISK
 RJ1325_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1325+WITH SETTING: INFORMATION.
 RJ1325_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1325
 RJ1325  HISTORY     - Date     Condition        Report By
 RJ1325  HISTORY     - 1988     MONUMENTED       USE
 RJ1325
 RJ1325                          STATION DESCRIPTION
 RJ1325
 RJ1325'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1325'THE STATION IS LOCATED ABOUT 33.0 KM (20.5 MI) SOUTH SOUTHEAST
 RJ1325'OF SAULT STE MARIE, 34.4 KM (21.4 MI) EAST OF RUDYARD, 32.8 KM
 RJ1325'(20.4 MI) NORTHWEST OF DETOUR VILLAGE IN A SMALL BAY ON THE
 RJ1325'SOUTHWEST SHORE OF NEEBISH ISLAND, IN PART OF FRAC. SEC 10,
 RJ1325'T44N-R2E. OWNERSHIP---PAUL M. O ROURKE
 RJ1325'
 RJ1325'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST
 RJ1325'FOR 4.3 KM (2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND
 RJ1325'GO SOUTH FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL
 RJ1325'BY BOAT DOWNRIVER FOR 15 MINUTES TO NEEBISH ISLAND WHERE STATION IS
 RJ1325'LOCATED.
 RJ1325'
 RJ1325'THE STATION IS A STANDARD COE DISK, THAT IS STAMPED---C7W-112 1988---,
 RJ1325'SET INTO A PVC SLEEVE SET IN CONCRETE AND ATTACHED TO AN ALUMINUM
 RJ1325'ROD DRIVEN 11.6 METERS (36 FEET) INTO THE GROUND, LOCATED 1.8 METERS
 RJ1325'(6 FT) NORTHWEST OF PINE TREE.
 RJ1325'
 RJ1325'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0158 ***********************************************************************
 SG0158  DESIGNATION -  DEEGAN
 SG0158  PID         -  SG0158
 SG0158  STATE/COUNTY-  MI/KEWEENAW
 SG0158  USGS QUAD   -  EAGLE HARBOR (1975)
 SG0158
 SG0158                         *CURRENT SURVEY CONTROL
 SG0158  ___________________________________________________________________
 SG0158* NAD 83(1994)-  47 27 39.98438(N)    088 08 51.00675(W)     ADJUSTED  
 SG0158* NAVD 88     -       187.302  (meters)     614.51   (feet)  ADJUSTED  
 SG0158  ___________________________________________________________________
 SG0158  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 SG0158  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 SG0158  DYNAMIC HT  -         187.338 (meters)     614.62  (feet)  COMP
 SG0158  MODELED GRAV-     980,799.6   (mgal)                       NAVD 88
 SG0158
 SG0158  HORZ ORDER  -  THIRD
 SG0158  VERT ORDER  -  SECOND    CLASS I
 SG0158
 SG0158.The horizontal coordinates were established by classical geodetic methods
 SG0158.and adjusted by the National Geodetic Survey in February 1997..
 SG0158
 SG0158.The orthometric height was determined by differential leveling
 SG0158.and adjusted by the National Geodetic Survey in March 1997..
 SG0158
 SG0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0158
 SG0158.The geoid height was determined by GEOID03.
 SG0158
 SG0158.The dynamic height is computed by dividing the NAVD 88
 SG0158.geopotential number by the normal gravity value computed on the
 SG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0158.degrees latitude (g = 980.6199 gals.).
 SG0158
 SG0158.The modeled gravity was interpolated from observed gravity values.
 SG0158
 SG0158;                    North         East     Units Scale Factor Converg.
 SG0158;SPC MI N     -   298,269.917 7,913,472.418   MT  1.00011429   -0 49 45.9
 SG0158;SPC MI N     -   978,575.84 25,962,836.02   iFT  1.00011429   -0 49 45.9
 SG0158;UTM  16      - 5,257,045.471   413,514.381   MT  0.99969192   -0 50 44.0
 SG0158
 SG0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0158!SPC MI N     -   0.99997611  x   1.00011429  =   1.00009040
 SG0158!UTM  16      -   0.99997611  x   0.99969192  =   0.99966804
 SG0158
 SG0158|---------------------------------------------------------------------|
 SG0158| PID    Reference Object                     Distance      Geod. Az  |
 SG0158|                                                           dddmmss.s |
 SG0158| SG0159 SHORE MIGS 1934                     101.926 METERS 16626     |
 SG0158| SG0161 EAGLE HARBOR LH MIGS                APPROX. 0.9 KM 2594629.6 |
 SG0158|---------------------------------------------------------------------|
 SG0158
 SG0158                          SUPERSEDED SURVEY CONTROL
 SG0158
 SG0158  NAD 83(1986)-  47 27 39.97321(N)    088 08 50.97826(W) AD(       ) 3
 SG0158  NAD 27      -  47 27 40.28400(N)    088 08 50.59400(W) AD(       ) 3
 SG0158
 SG0158.Superseded values are not recommended for survey control.
 SG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0158.See file dsdata.txt to determine how the superseded data were derived.
 SG0158
 SG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1351457045(NAD 83)
 SG0158_MARKER: DD = SURVEY DISK
 SG0158_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SG0158_SP_SET: SLAB
 SG0158_STAMPING: DEEGAN 1934
 SG0158_MARK LOGO: CGS+SS
 SG0158_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0158+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 SG0158
 SG0158  HISTORY     - Date     Condition        Report By
 SG0158  HISTORY     - 1934     MONUMENTED       MIGS
 SG0158  HISTORY     - 19960717 GOOD             NGS
 SG0158
 SG0158                          STATION DESCRIPTION
 SG0158
 SG0158'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0158'ON THE OUTER SHORE AT EAGLE HARBOR IN SEC. 32, T. 59 N., R.
 SG0158'30 W., A U.S.C. AND G.S. AND S.S. DISK CEMENTED INTO A DRILL
 SG0158'HOLE IN THE LOWEST, 24- BY 36-INCH STEP OF THE COAST GUARD
 SG0158'LOOKOUT STATION.  THE CENTER OF THE DISK IS 7.97 INCHES
 SG0158'FROM THE BACK (NORTH) EDGE OF THE STEP, 16.06 INCHES FROM
 SG0158'ITS FRONT (SOUTH) EDGE AND 34.70 INCHES FROM ITS EAST EDGE.
 SG0158'THE DISTANCES OF THE MARK FROM THE NEAREST FACES OF THE FOOTING
 SG0158'OF LOOKOUT TOWER ARE GIVEN IN THE TABLE BELOW.
 SG0158'
 SG0158'TO REACH FROM THE NORTHEAST RADIO TOWER PIER AT THE COAST
 SG0158'GUARD STATION, WALK 195 PACES BACK ALONG THE ROAD EAST,
 SG0158'THENCE AT RIGHT ANGLES TO THE ROAD NORTHERLY TO THE STATION.
 SG0158'
 SG0158'EITHER STATION SHORE OR THE CENTER OF THE LANTERN OF EAGLE
 SG0158'HARBOR LIGHTHOUSE MAY BE USED AS AZIMUTH MARK FOR STATION
 SG0158'DEEGAN.
 SG0158
 SG0158                          STATION RECOVERY (1996)
 SG0158
 SG0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0158'1.4 KM (0.85 MI) EASTERLY ALONG STATE HIGHWAY 26 FROM THE INTERSECTION
 SG0158'OF FRONT STREET IN EAGLE HARBOR, THENCE 1.0 KM (0.60 MI) NORTHERLY
 SG0158'ALONG EAGLE HARBOR MARINA ROAD, THENCE 0.1 KM (0.05 MI) NORTHERLY
 SG0158'ALONG A TRAIL, NEAR THE WEST EDGE OF A 2 BY 3-FOOT CONCRETE SLAB ON
 SG0158'THE HIGHEST POINT OF A RISE, 5.6 M (18.4 FT) SOUTH OF THE CENTER OF A
 SG0158'1 BY 12-FOOT ROCK OUTCROP, 3.6 M (11.8 FT) SOUTHWEST OF A 6-INCH PINE
 SG0158'TREE, AND THE SLAB IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1527 ***********************************************************************
 MC1527  DESIGNATION -  DEERFIELD MUNICIPAL TANK
 MC1527  PID         -  MC1527
 MC1527  STATE/COUNTY-  MI/LENAWEE
 MC1527  USGS QUAD   -  DEERFIELD (1972)
 MC1527
 MC1527                         *CURRENT SURVEY CONTROL
 MC1527  ___________________________________________________________________
 MC1527* NAD 83(1994)-  41 53 21.92586(N)    083 46 42.01279(W)     ADJUSTED  
 MC1527* NAVD 88     -                                                        
 MC1527  ___________________________________________________________________
 MC1527  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MC1527  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC1527
 MC1527  HORZ ORDER  -  THIRD
 MC1527
 MC1527.The horizontal coordinates were established by classical geodetic methods
 MC1527.and adjusted by the National Geodetic Survey in February 1997..
 MC1527
 MC1527
 MC1527.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1527
 MC1527.The geoid height was determined by GEOID03.
 MC1527
 MC1527;                    North         East     Units Scale Factor Converg.
 MC1527;SPC MI S     -    43,428.184 4,048,830.228   MT  1.00005650   +0 24 01.4
 MC1527;SPC MI S     -   142,480.92 13,283,563.74   iFT  1.00005650   +0 24 01.4
 MC1527;UTM  17      - 4,641,232.286   269,496.877   MT  1.00025385   -1 51 21.2
 MC1527
 MC1527                          SUPERSEDED SURVEY CONTROL
 MC1527
 MC1527  NAD 83(1986)-  41 53 21.93503(N)    083 46 42.03379(W) AD(       ) 4
 MC1527  NAD 27      -  41 53 21.76600(N)    083 46 42.25000(W) AD(       ) 3
 MC1527
 MC1527.Superseded values are not recommended for survey control.
 MC1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1527.See file dsdata.txt to determine how the superseded data were derived.
 MC1527
 MC1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6949741232(NAD 83)
 MC1527
 MC1527  HISTORY     - Date     Condition        Report By
 MC1527  HISTORY     - 1943     MONUMENTED       CGS
 MC1527  HISTORY     - 1984     GOOD             USPSQD
 MC1527
 MC1527                          STATION DESCRIPTION
 MC1527
 MC1527'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1527'STATION IS LOCATED IN THE REAR OF THE POST
 MC1527'OFFICE IN THE
 MC1527'VILLAGE OF DEERFIELD.  IT IS A SILVER TANK SUPPORTED
 MC1527'BY 4 STEEL LEGS AND HAS A
 MC1527'CAPACITY OF 75,000 GALLONS OF WATER.
 MC1527'THE POINT OBSERVED ON IS THE SMALL BALL ON
 MC1527'TOP OF THE TANK AND IS
 MC1527'110 FEET ABOVE THE GROUND.
 MC1527'
 MC1527'THIS IS AN INTERSECTION STATION.
 MC1527
 MC1527                          STATION RECOVERY (1984)
 MC1527
 MC1527'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1527'STATION FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1526 ***********************************************************************
 MC1526  DESIGNATION -  DEERFIELD ST ALPHONSI CH SPIRE
 MC1526  PID         -  MC1526
 MC1526  STATE/COUNTY-  MI/LENAWEE
 MC1526  USGS QUAD   -  DEERFIELD (1972)
 MC1526
 MC1526                         *CURRENT SURVEY CONTROL
 MC1526  ___________________________________________________________________
 MC1526* NAD 83(1994)-  41 53 27.95277(N)    083 46 46.20419(W)     ADJUSTED  
 MC1526* NAVD 88     -                                                        
 MC1526  ___________________________________________________________________
 MC1526  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 MC1526  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 MC1526
 MC1526  HORZ ORDER  -  THIRD
 MC1526
 MC1526.The horizontal coordinates were established by classical geodetic methods
 MC1526.and adjusted by the National Geodetic Survey in February 1997..
 MC1526
 MC1526
 MC1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1526
 MC1526.The geoid height was determined by GEOID03.
 MC1526
 MC1526;                    North         East     Units Scale Factor Converg.
 MC1526;SPC MI S     -    43,613.464 4,048,732.300   MT  1.00005599   +0 23 58.5
 MC1526;SPC MI S     -   143,088.79 13,283,242.45   iFT  1.00005599   +0 23 58.5
 MC1526;UTM  17      - 4,641,421.316   269,406.302   MT  1.00025436   -1 51 24.2
 MC1526
 MC1526                          SUPERSEDED SURVEY CONTROL
 MC1526
 MC1526  NAD 83(1986)-  41 53 27.96191(N)    083 46 46.22522(W) AD(       ) 4
 MC1526  NAD 27      -  41 53 27.79300(N)    083 46 46.44100(W) AD(       ) 3
 MC1526
 MC1526.Superseded values are not recommended for survey control.
 MC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1526.See file dsdata.txt to determine how the superseded data were derived.
 MC1526
 MC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6940641421(NAD 83)
 MC1526_MARKER: 90 = CHURCH SPIRE
 MC1526
 MC1526  HISTORY     - Date     Condition        Report By
 MC1526  HISTORY     - 1943     FIRST OBSERVED   CGS
 MC1526  HISTORY     - 1984     GOOD             USPSQD
 MC1526
 MC1526                          STATION DESCRIPTION
 MC1526
 MC1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1526'STATION IS LOCATED ON THE W SIDE OF MAIN STREET 0.1
 MC1526'MILE N OF THE POST
 MC1526'OFFICE IN THE VILLAGE OF DEERFIELD.  IT IS A
 MC1526'DARK GREY SLATE SPIRE ON TOP OF A RED
 MC1526'BRICK BELFRY OF THE ST.
 MC1526'ALPHONSI CHURCH BUILT IN 1893.  THE POINT OBSERVED ON
 MC1526'WAS THE
 MC1526'BROWN CROSS ON TOP OF THE SPIRE AND IS ABOUT 110 FEET ABOVE THE
 MC1526'GROUND.
 MC1526'
 MC1526'THIS IS AN INTERSECTION STATION.
 MC1526
 MC1526                          STATION RECOVERY (1984)
 MC1526
 MC1526'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 MC1526'STATION FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0488 ***********************************************************************
 QL0488  DESIGNATION -  DELMENO
 QL0488  PID         -  QL0488
 QL0488  STATE/COUNTY-  MI/MENOMINEE
 QL0488  USGS QUAD   -  WOODLAWN (1989)
 QL0488
 QL0488                         *CURRENT SURVEY CONTROL
 QL0488  ___________________________________________________________________
 QL0488* NAD 83(1994)-  45 54 21.84876(N)    087 22 04.15776(W)     ADJUSTED  
 QL0488* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 QL0488  ___________________________________________________________________
 QL0488  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 QL0488  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QL0488
 QL0488  HORZ ORDER  -  FIRST
 QL0488
 QL0488.The horizontal coordinates were established by classical geodetic methods
 QL0488.and adjusted by the National Geodetic Survey in February 1997..
 QL0488
 QL0488.The orthometric height was scaled from a topographic map.
 QL0488
 QL0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0488
 QL0488.The geoid height was determined by GEOID03.
 QL0488
 QL0488;                    North         East     Units Scale Factor Converg.
 QL0488;SPC MI N     -   124,851.893 7,971,461.404   MT  0.99992462   -0 15 57.1
 QL0488;SPC MI N     -   409,619.07 26,153,088.60   iFT  0.99992462   -0 15 57.1
 QL0488;UTM  16      - 5,083,676.981   471,470.572   MT  0.99961001   -0 15 51.0
 QL0488
 QL0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0488!SPC MI N     -   0.99996111  x   0.99992462  =   0.99988573
 QL0488!UTM  16      -   0.99996111  x   0.99961001  =   0.99957113
 QL0488
 QL0488:                Primary Azimuth Mark                     Grid Az
 QL0488:SPC MI N     -  DELMENO AZ MK                            000 32 00.4
 QL0488:UTM  16      -  DELMENO AZ MK                            000 31 54.3
 QL0488
 QL0488|---------------------------------------------------------------------|
 QL0488| PID    Reference Object                     Distance      Geod. Az  |
 QL0488|                                                           dddmmss.s |
 QL0488| CJ4833 DELMENO AZ MK                                      0001603.3 |
 QL0488| CJ4834 DELMENO RM 1                         25.550 METERS 00302     |
 QL0488| CJ4835 DELMENO RM 2                         29.836 METERS 23640     |
 QL0488|---------------------------------------------------------------------|
 QL0488
 QL0488                          SUPERSEDED SURVEY CONTROL
 QL0488
 QL0488  NAD 83(1986)-  45 54 21.84627(N)    087 22 04.15511(W) AD(       ) 1
 QL0488  NAD 27      -  45 54 21.99000(N)    087 22 03.67400(W) AD(       ) 1
 QL0488
 QL0488.Superseded values are not recommended for survey control.
 QL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0488.See file dsdata.txt to determine how the superseded data were derived.
 QL0488
 QL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7147183677(NAD 83)
 QL0488_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0488
 QL0488  HISTORY     - Date     Condition        Report By
 QL0488  HISTORY     - 1954     MONUMENTED       CGS
 QL0488
 QL0488                          STATION DESCRIPTION
 QL0488
 QL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0488'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF PERRONVILLE AND 7 MILES
 QL0488'WEST OF CORNELL AT THE SOUTH END
 QL0488'OF A GRAVEL ROAD.  IT IS 49 FEET NORTHEAST OF THE CENTER OF THE
 QL0488'GRAVEL ROAD, 22 FEET NORTHWEST OF A
 QL0488'FENCE CORNER, 6 FEET WEST OF A FENCE AND 5-1/2 FEET
 QL0488'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 QL0488'INCHES AND THE DISK IS STAMPED DELMENO
 QL0488'1954.
 QL0488'
 QL0488'REFERENCE MARK NO. 1 IS 1-1/2 FEET WEST OF A FENCE.  THE MARK
 QL0488'PROJECTS 4 INCHES AND THE DISK IS
 QL0488'STAMPED DELMENO NO 1 1954.
 QL0488'
 QL0488'REFERENCE MARK NO. 2 IS 48 FEET SOUTHWEST OF THE CENTER OF THE ROAD
 QL0488'AND 1 FOOT NORTH OF A FENCE.  THE
 QL0488'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DELMENO NO 2 1954.
 QL0488'
 QL0488'AZIMUTH MARK IS 19 FEET SOUTH OF A FENCE CORNER, 4-1/2 FEET SOUTH OF
 QL0488'A CO-OP POWER POLE AND 2 FEET WEST
 QL0488'OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QL0488'STAMPED DELMENO 1954.
 QL0488'
 QL0488'TO REACH THE STATION FROM THE POST OFFICE IN CORNELL, GO NORTHWEST ON
 QL0488'A GRAVEL ROAD FOR 0.1 MILE TO A
 QL0488'GRAVEL ROAD LEFT, TURN LEFT ACROSS A RAIL-ROAD AND GO NORTHWEST ON
 QL0488'GRAVEL COUNTY ROUTE 426 FOR 4.7
 QL0488'MILES TO A GRAVEL SIDE ROAD LEFT, TURN LEFT AND GO WEST
 QL0488'FOR 1.85 MILES TO A FORK, TAKE THE RIGHT FORK AND
 QL0488'GO 1.7 MILES TO A CONCRETE BRIDGE OVER
 QL0488'THE FORD RIVER, CONTINUE SOUTH AND THEN WEST FOR 2.1 MILES TO THE
 QL0488'STATION ON RIGHT AS DESCRIBED.
 QL0488'
 QL0488'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ALONG THE WEST
 QL0488'SIDE OF A FENCE FOR 0.25 MILE
 QL0488'TO THE AZIMUTH MARK AS DESCRIBED.
 QL0488'
 QL0488'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1539 ***********************************************************************
 NF1539  DESIGNATION -  DELTA
 NF1539  PID         -  NF1539
 NF1539  STATE/COUNTY-  MI/EATON
 NF1539  USGS QUAD   -  DIMONDALE (1973)
 NF1539
 NF1539                         *CURRENT SURVEY CONTROL
 NF1539  ___________________________________________________________________
 NF1539* NAD 83(1994)-  42 43 20.34701(N)    084 38 39.96441(W)     ADJUSTED  
 NF1539* NAVD 88     -       271.2    (meters)     890.     (feet)  VERTCON   
 NF1539  ___________________________________________________________________
 NF1539  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 NF1539  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF1539
 NF1539  HORZ ORDER  -  FIRST
 NF1539
 NF1539.The horizontal coordinates were established by classical geodetic methods
 NF1539.and adjusted by the National Geodetic Survey in February 1997..
 NF1539
 NF1539.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1539
 NF1539.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1539
 NF1539.The geoid height was determined by GEOID03.
 NF1539
 NF1539;                    North         East     Units Scale Factor Converg.
 NF1539;SPC MI S     -   135,809.291 3,977,250.880   MT  0.99991089   -0 11 20.5
 NF1539;SPC MI S     -   445,568.54 13,048,723.36   iFT  0.99991089   -0 11 20.5
 NF1539;UTM  16      - 4,732,670.040   692,864.992   MT  1.00005765   +1 35 55.0
 NF1539
 NF1539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1539!SPC MI S     -   0.99996276  x   0.99991089  =   0.99987365
 NF1539!UTM  16      -   0.99996276  x   1.00005765  =   1.00002041
 NF1539
 NF1539:                Primary Azimuth Mark                     Grid Az
 NF1539:SPC MI S     -  LANSING JOHN HENRY CO TANK               004 32 16.3
 NF1539:UTM  16      -  LANSING JOHN HENRY CO TANK               002 45 00.8
 NF1539
 NF1539|---------------------------------------------------------------------|
 NF1539| PID    Reference Object                     Distance      Geod. Az  |
 NF1539|                                                           dddmmss.s |
 NF1539| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 6.6 KM 0042055.8 |
 NF1539| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 6.9 KM 0303021.6 |
 NF1539| NF1431 LANSING N MUN TANK                  APPROX. 9.3 KM 0594145.8 |
 NF1539| NF1487 LANSING GM OLDSMOBILE TANK          APPROX. 5.7 KM 0622900.3 |
 NF1539| NF1480 LANSING DELTA TWP TANK              APPROX. 2.1 KM 0701606.0 |
 NF1539| CH0974 DELTA RM 1                           21.389 METERS 07753     |
 NF1539| NF1488 LANSING CITY WATER LIGHT STACK      APPROX. 7.9 KM 0793636.4 |
 NF1539| NF1474 LANSING DIAMOND RED E TANK          APPROX. 8.1 KM 0923639.0 |
 NF1539| NF1489 LANSING CITY PWR PLANT CEN STK      APPROX. 7.1 KM 0931627.4 |
 NF1539| NF1499 LANSING DIAMOND REO W TANK          APPROX. 7.8 KM 0942332.5 |
 NF1539| NF1481 LANSING GM PARTS DIV TANK           APPROX. 2.8 KM 1113342.1 |
 NF1539| NF1490 LANSING FIRE DEPT TOWER             APPROX. 7.2 KM 1130322.1 |
 NF1539| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 2.7 KM 1391633.3 |
 NF1539| NF1540 MILLETT RALSTON PURINA TANK         APPROX. 2.8 KM 1553311.7 |
 NF1539| NF1526 DELTA AZ MK 1976                    APPROX. 0.6 KM 1653928.7 |
 NF1539| NF1525 DELTA AZ MK A PT 1976               APPROX. 0.6 KM 1660138.2 |
 NF1539| NF1536 LANSING ERICKSON PWR STA STACK      APPROX. 3.5 KM 1964945.3 |
 NF1539| CH0975 DELTA RM 2                           29.971 METERS 22232     |
 NF1539| NF1529 VORTAC LANSING LAN                  APPROX. 4.4 KM 2625058.2 |
 NF1539| NF1535 GRAND LEDGE S MUN TANK              APPROX. 8.6 KM 2832531.1 |
 NF1539| NF1464 GRAND LEDGE MUN TANK                APPROX. 9.0 KM 2944254.8 |
 NF1539|---------------------------------------------------------------------|
 NF1539
 NF1539                          SUPERSEDED SURVEY CONTROL
 NF1539
 NF1539  NAD 83(1986)-  42 43 20.34569(N)    084 38 39.98248(W) AD(       ) 1
 NF1539  NAD 27      -  42 43 20.21985(N)    084 38 40.04615(W) AD(       ) 1
 NF1539  NGVD 29 (07/19/86)  271.3    (m)          890.     (f) VERT ANG       
 NF1539
 NF1539.Superseded values are not recommended for survey control.
 NF1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1539.See file dsdata.txt to determine how the superseded data were derived.
 NF1539
 NF1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9286532670(NAD 83)
 NF1539_MARKER: DS = TRIANGULATION STATION DISK
 NF1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1539_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1539+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 NF1539
 NF1539  HISTORY     - Date     Condition        Report By
 NF1539  HISTORY     - 1976     MONUMENTED       NGS
 NF1539  HISTORY     - 20030705 GOOD             GEOCAC
 NF1539
 NF1539                          STATION DESCRIPTION
 NF1539
 NF1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1539'RM 1 TO RM 2 BLOCKED BY HIGH GROUND.
 NF1539'
 NF1539'THE STATION IS LOCATED 5 MILES WEST-SOUTHWEST OF DOWNTOWN LANSING,
 NF1539'1.4 MILES EAST OF INTERSTATE HIGHWAY 96, ON A 20 FOOT HIGH CUTBANK,
 NF1539'AT THE CREYTS ROAD INTERCHANGE OF INTERSTATE HIGHWAY 496, IN THE
 NF1539'NORTHEAST QUARTER OF SECTION 22.  T 4 N, R 3 W.
 NF1539'
 NF1539'TO REACH THE STATION FROM THE CREYTS ROAD INTERCHANGE OVERPASS, GO
 NF1539'NORTH ON CREYTS ROAD FOR 0.15 MILE TO THE INTERSTATE HIGHWAY ACCESS
 NF1539'RAMP ON THE LEFT.  TURN LEFT ONTO THE ACCESS RAMP FOR 0.15 MILE TO
 NF1539'A SHALLOW DITCH ON THE RIGHT.  CROSS DITCH, THEN GO RIGHT,
 NF1539'NORTHEAST, ALONG THE RIGHT-OF-WAY FENCE FOR 0.1 MILE TO THE
 NF1539'STATION AT A FENCE CORNER.
 NF1539'
 NF1539'STATION MARKS ARE STANDARD DISKS STAMPED DELTA 1976.  THE SURFACE
 NF1539'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1539'THAT IS 1 INCH BELOW GROUND.  IT IS 34 FEET NORTHEAST OF A 3-INCH
 NF1539'OAK TREE, 32 FEET WEST-NORTHWEST OF A 3-INCH OAK TREE, 19.5 FEET
 NF1539'NORTH OF EMBANKMENT EDGE, AND 16 FEET SOUTH OF A METAL WITNESS POST
 NF1539'AT A FENCE CORNER.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NF1539'IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 NF1539'
 NF1539'REFERENCE MARK 1, A STANDARD DISK STAMPED DELTA NO 1 1976, IS SET
 NF1539'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1 INCH BELOW
 NF1539'GROUND.  IT IS 10 FEET NORTH OF THE EMBANKMENT, 2 FEET SOUTHEAST OF
 NF1539'A METAL WITNESS POST, 1 FOOT SOUTH OF THE FENCE, AND 2 FEET LOWER
 NF1539'THAN THE STATION.
 NF1539'
 NF1539'REFERENCE MARK 2, A STANDARD DISK STAMPED DELTA NO 2 1976, IS SET
 NF1539'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1 INCH BELOW
 NF1539'GROUND.  IT IS 12.5 FEET NORTH OF THE EMBANKMENT, 2 FEET EAST OF A
 NF1539'METAL WITNESS POST, 1 FOOT SOUTH OF THE FENCE, AND 3 FEET LOWER
 NF1539'THAN THE STATION.
 NF1539'
 NF1539'AZIMUTH MARK, A STANDARD DISK STAMPED DELTA 1976, IS SET IN THE TOP
 NF1539'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1539'GROUND.  IT IS IN A GRASS AREA ALONG SIDE AN ACCESS RAMP, 86.5 FEET
 NF1539'WEST OF THE CENTER OF CREYTS ROAD, 39 FEET SOUTH OF THE CENTER OF
 NF1539'THE ACCESS RAMP, 4.0 FEET WEST OF A LARGE UTILITY POLE, 2.8 FEET
 NF1539'WEST OF A METAL WITNESS POST, AND 1 FOOT LOWER THAN THE RAMP.
 NF1539'
 NF1539'TO REACH THE AZIMUTH MARK FROM THE ABOVE MENTIONED OVERPASS, GO SOUTH
 NF1539'ON CREYTS ROAD FOR 0.15 MILE TO THE INTERSTATE HIGHWAY ACCESS RAMP
 NF1539'ON THE RIGHT AND THE MARK ON THE RIGHT.
 NF1539'
 NF1539'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1539'
 NF1539'NEAREST TOWN--LANSING AREA.
 NF1539'
 NF1539'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 NF1539
 NF1539                          STATION RECOVERY (2003)
 NF1539
 NF1539'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0605 ***********************************************************************
 QL0605  DESIGNATION -  DELTA
 QL0605  PID         -  QL0605
 QL0605  STATE/COUNTY-  MI/DELTA
 QL0605  USGS QUAD   -  
 QL0605
 QL0605                         *CURRENT SURVEY CONTROL
 QL0605  ___________________________________________________________________
 QL0605* NAD 83(1994)-  45 46 49.95494(N)    086 28 25.92267(W)     ADJUSTED  
 QL0605* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 QL0605  ___________________________________________________________________
 QL0605  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 QL0605  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 QL0605
 QL0605  HORZ ORDER  -  THIRD
 QL0605
 QL0605.The horizontal coordinates were established by classical geodetic methods
 QL0605.and adjusted by the National Geodetic Survey in February 1997..
 QL0605
 QL0605.The orthometric height was scaled from a topographic map.
 QL0605
 QL0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0605
 QL0605.The geoid height was determined by GEOID03.
 QL0605
 QL0605;                    North         East     Units Scale Factor Converg.
 QL0605;SPC MI N     -   110,970.397 8,040,914.094   MT  0.99994139   +0 22 49.0
 QL0605;SPC MI N     -   364,076.11 26,380,951.75   iFT  0.99994139   +0 22 49.0
 QL0605;UTM  16      - 5,069,799.374   540,900.411   MT  0.99962057   +0 22 37.5
 QL0605
 QL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0605!SPC MI N     -   0.99997630  x   0.99994139  =   0.99991769
 QL0605!UTM  16      -   0.99997630  x   0.99962057  =   0.99959688
 QL0605
 QL0605|---------------------------------------------------------------------|
 QL0605| PID    Reference Object                     Distance      Geod. Az  |
 QL0605|                                                           dddmmss.s |
 QL0605| CH1045 DELTA RM 1                           28.751 METERS 17206     |
 QL0605| CH1044 DELTA AZ MK                                        2700036.1 |
 QL0605| CH1046 DELTA RM 2                           28.431 METERS 27430     |
 QL0605|---------------------------------------------------------------------|
 QL0605
 QL0605                          SUPERSEDED SURVEY CONTROL
 QL0605
 QL0605  NAD 83(1986)-  45 46 49.94938(N)    086 28 25.92006(W) AD(       ) 3
 QL0605  NAD 27      -  45 46 50.03029(N)    086 28 25.41884(W) AD(       ) 3
 QL0605
 QL0605.Superseded values are not recommended for survey control.
 QL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0605.See file dsdata.txt to determine how the superseded data were derived.
 QL0605
 QL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER4090069799(NAD 83)
 QL0605_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0605_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0605
 QL0605  HISTORY     - Date     Condition        Report By
 QL0605  HISTORY     - 1965     MONUMENTED       CGS
 QL0605
 QL0605                          STATION DESCRIPTION
 QL0605
 QL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0605'STATION IS ABOUT 10-1/2 MILES SOUTHWEST OF THOMPSON, 9-1/2 MILES
 QL0605'SOUTH OF COOKS, 3
 QL0605'1/2 MILES EAST OF GARDEN, IN SECTION 13, T 39 N., R. 18
 QL0605'W., AND ON PROPERTY OWNED BY MR.
 QL0605'CHARLES GAUTHIER.
 QL0605'
 QL0605'TO REACH THE STATION FROM THE POST OFFICE IN GARDEN, GO NORTH ON
 QL0605'COUNTY ROUTE 483
 QL0605'FOR 0.45 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST ON
 QL0605'COUNTY ROUTE 436 FOR 3.55 MILES TO
 QL0605'THE BENCH MARK ON THE LEFT, IN THE
 QL0605'NORTHWEST ANGLE OF THE INTERSECTION.  CONTINUE EAST
 QL0605'ON COUNTY ROUTE 436
 QL0605'FOR 0.3 MILE TO THE STATION ON THE LEFT AT THE SOUTH EDGE OF AN OPEN
 QL0605'FIELD.
 QL0605'
 QL0605'STATION MARKS ARE STANDARD DISKS STAMPED DELTA 1965.  THE SURFACE
 QL0605'DISK IS SET IN A
 QL0605'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 86
 QL0605'FEET SOUTH OF A 14-INCH PINE
 QL0605'TREE, 64 FEET NORTH OF THE CENTER OF COUNTY
 QL0605'ROUTE 436, 41 FEET WEST-NORTHWEST OF A 10-INCH
 QL0605'APPLE TREE AND 5.5 FEET
 QL0605'WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 QL0605'IRREGULAR MASS
 QL0605'OF CONCRETE 29 INCHES BELOW THE GROUND SURFACE.
 QL0605'
 QL0605'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DELTA NO 1 1965, IS SET
 QL0605'IN A ROUND
 QL0605'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 38 FEET
 QL0605'NORTH-NORTHEAST OF A 18-INCH
 QL0605'BIRCH TREE, 30 FEET SOUTH OF THE CENTER OF
 QL0605'COUNTY ROUTE 436 AND 20 FEET WEST OF THE CNETER
 QL0605'OF A WOODS ROAD.
 QL0605'
 QL0605'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DELTA NO 2 1965, IS SET
 QL0605'IN A ROUND
 QL0605'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 97.9 FEET
 QL0605'WEST OF THE METAL WITNESS
 QL0605'POST AND 71 FEET NORTH OF THE CENTER OF COUNTY
 QL0605'ROUTE 436.
 QL0605'
 QL0605'AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED TT
 QL0605'6B 613 1930, IS
 QL0605'SET IN A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 QL0605'16 INCHES.  IT IS 40 FEET NORTH OF
 QL0605'THE CENTER OF COUNTY ROUTE 436, 28
 QL0605'FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET
 QL0605'SOUTH OF A FENCE
 QL0605'CORNER AND 2 FEET NORTH OF A METAL WITNESS POST.
 QL0605'
 QL0605'HEIGHT OF LIGHT ABOVE STATION MARK 37 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1526 ***********************************************************************
 NF1526  DESIGNATION -  DELTA AZ MK 1976
 NF1526  PID         -  NF1526
 NF1526  STATE/COUNTY-  MI/EATON
 NF1526  USGS QUAD   -  DIMONDALE (1973)
 NF1526
 NF1526                         *CURRENT SURVEY CONTROL
 NF1526  ___________________________________________________________________
 NF1526* NAD 83(1994)-  42 43 02.41804(N)    084 38 33.74777(W)     ADJUSTED  
 NF1526* NAVD 88     -       270.5    (meters)     887.     (feet)  VERTCON   
 NF1526  ___________________________________________________________________
 NF1526  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 NF1526  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF1526
 NF1526  HORZ ORDER  -  SECOND
 NF1526
 NF1526.The horizontal coordinates were established by classical geodetic methods
 NF1526.and adjusted by the National Geodetic Survey in February 1997..
 NF1526
 NF1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1526
 NF1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1526
 NF1526.The geoid height was determined by GEOID03.
 NF1526
 NF1526;                    North         East     Units Scale Factor Converg.
 NF1526;SPC MI S     -   135,255.633 3,977,390.494   MT  0.99991114   -0 11 16.3
 NF1526;SPC MI S     -   443,752.08 13,049,181.41   iFT  0.99991114   -0 11 16.3
 NF1526;UTM  16      - 4,732,120.926   693,021.832   MT  1.00005839   +1 35 58.7
 NF1526
 NF1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1526!SPC MI S     -   0.99996287  x   0.99991114  =   0.99987401
 NF1526!UTM  16      -   0.99996287  x   1.00005839  =   1.00002126
 NF1526
 NF1526:                Primary Azimuth Mark                     Grid Az
 NF1526:SPC MI S     -  LANSING DELTA TWP TANK                   055 31 44.8
 NF1526:UTM  16      -  LANSING DELTA TWP TANK                   053 44 29.8
 NF1526
 NF1526|---------------------------------------------------------------------|
 NF1526| PID    Reference Object                     Distance      Geod. Az  |
 NF1526|                                                           dddmmss.s |
 NF1526| NF1480 LANSING DELTA TWP TANK              APPROX. 2.2 KM 0552028.5 |
 NF1526| NF1525 DELTA AZ MK A PT 1976                 5.936 METERS 30742     |
 NF1526| NF1539 DELTA                               APPROX. 0.6 KM 3453932.9 |
 NF1526|---------------------------------------------------------------------|
 NF1526
 NF1526                          SUPERSEDED SURVEY CONTROL
 NF1526
 NF1526  NAD 83(1986)-  42 43 02.41673(N)    084 38 33.76583(W) AD(       ) 2
 NF1526  NAD 27      -  42 43 02.29064(N)    084 38 33.82979(W) AD(       ) 2
 NF1526  NGVD 29 (07/19/86)  270.6    (m)          888.     (f) VERT ANG       
 NF1526
 NF1526.Superseded values are not recommended for survey control.
 NF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1526.See file dsdata.txt to determine how the superseded data were derived.
 NF1526
 NF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9302232121(NAD 83)
 NF1526_MARKER: DZ = AZIMUTH MARK DISK
 NF1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1526+STABILITY: SURFACE MOTION
 NF1526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1526+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002
 NF1526
 NF1526  HISTORY     - Date     Condition        Report By
 NF1526  HISTORY     - 1976     MONUMENTED       NGS
 NF1526  HISTORY     - 19961103 GOOD             USPSQD
 NF1526  HISTORY     - 20020906 GOOD             GEOCAC
 NF1526
 NF1526                          STATION DESCRIPTION
 NF1526
 NF1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1526'STATION MARK, A STANDARD DISK STAMPED DELTA 1976, IS SET IN THE TOP
 NF1526'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1 INCH BELOW
 NF1526'GROUND.  IT IS IN A GRASS AREA ALONG SIDE AN ACCESS RAMP, 86.5 FEET
 NF1526'WEST OF THE CENTER OF CREYTS ROAD, 39 FEET SOUTH OF THE CENTER OF
 NF1526'THE ACCESS RAMP, 4.0 FEET WEST OF A LARGE UTILITY POLE, 2.8 FEET
 NF1526'WEST OF A METAL WITNESS POST AND 1 FOOT LOWER THAN THE RAMP.
 NF1526'
 NF1526'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
 NF1526
 NF1526                          STATION RECOVERY (1996)
 NF1526
 NF1526'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1526'RECOVERED IN GOOD CONDITION.
 NF1526
 NF1526                          STATION RECOVERY (2002)
 NF1526
 NF1526'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0461 ***********************************************************************
 QL0461  DESIGNATION -  DELTA CO ROAD COMM RADIO MAST
 QL0461  PID         -  QL0461
 QL0461  STATE/COUNTY-  MI/DELTA
 QL0461  USGS QUAD   -  GLADSTONE (1985)
 QL0461
 QL0461                         *CURRENT SURVEY CONTROL
 QL0461  ___________________________________________________________________
 QL0461* NAD 83(1994)-  45 47 50.80472(N)    087 03 36.45375(W)     ADJUSTED  
 QL0461* NAVD 88     -                                                        
 QL0461  ___________________________________________________________________
 QL0461  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 QL0461  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0461
 QL0461  HORZ ORDER  -  THIRD
 QL0461
 QL0461.The horizontal coordinates were established by classical geodetic methods
 QL0461.and adjusted by the National Geodetic Survey in February 1997..
 QL0461
 QL0461
 QL0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0461
 QL0461.The geoid height was determined by GEOID03.
 QL0461
 QL0461;                    North         East     Units Scale Factor Converg.
 QL0461;SPC MI N     -   112,714.969 7,995,325.759   MT  0.99993886   -0 02 36.5
 QL0461;SPC MI N     -   369,799.77 26,231,383.72   iFT  0.99993886   -0 02 36.5
 QL0461;UTM  16      - 5,071,544.485   495,327.342   MT  0.99960027   -0 02 35.2
 QL0461
 QL0461                          SUPERSEDED SURVEY CONTROL
 QL0461
 QL0461  NAD 83(1986)-  45 47 50.80215(N)    087 03 36.45012(W) AD(       ) 4
 QL0461  NAD 27      -  45 47 50.91200(N)    087 03 35.94700(W) AD(       ) 3
 QL0461
 QL0461.Superseded values are not recommended for survey control.
 QL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0461.See file dsdata.txt to determine how the superseded data were derived.
 QL0461
 QL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9532771544(NAD 83)
 QL0461
 QL0461  HISTORY     - Date     Condition        Report By
 QL0461  HISTORY     - 1954     MONUMENTED       CGS
 QL0461
 QL0461                          STATION DESCRIPTION
 QL0461
 QL0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0461'THE STATION IS LOCATED ABOUT 4 MILES NORTH OF ESCANABA.  IT IS 285
 QL0461'FEET HIGH AND PAINTED ORANGE
 QL0461'AND WHITE.
 QL0461'
 QL0461'THE POINT INTERSECTED WAS A RED LIGHT A-TOP.
 QL0461'
 QL0461'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0461'M 35 AT THE WEST EDGE OF
 QL0461'ESCANABA, GO NORTH ON U S HIGHWAY 2 FOR 4.0 MILES TO A SIDE ROAD
 QL0461'RIGHT AND A SIGN (DELTA COUNTY
 QL0461'ROAD COMMISSION MAINTENANCE GARAGE), TURN RIGHT (EAST) FOR
 QL0461'0.3 MILE TO A T ROAD, TURN RIGHT (SOUTH)
 QL0461'FOR 0.15 MILE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1124 ***********************************************************************
 RJ1124  DESIGNATION -  DEMOND HILL LOOKOUT TOWER
 RJ1124  PID         -  RJ1124
 RJ1124  STATE/COUNTY-  MI/CHIPPEWA
 RJ1124  USGS QUAD   -  SULLIVAN CREEK (1976)
 RJ1124
 RJ1124                         *CURRENT SURVEY CONTROL
 RJ1124  ___________________________________________________________________
 RJ1124* NAD 83(1994)-  46 21 37.02139(N)    084 46 55.27385(W)     ADJUSTED  
 RJ1124* NAVD 88     -                                                        
 RJ1124  ___________________________________________________________________
 RJ1124  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 RJ1124  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 RJ1124
 RJ1124  HORZ ORDER  -  THIRD
 RJ1124
 RJ1124.The horizontal coordinates were established by classical geodetic methods
 RJ1124.and adjusted by the National Geodetic Survey in February 1997..
 RJ1124
 RJ1124
 RJ1124.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1124
 RJ1124.The geoid height was determined by GEOID03.
 RJ1124
 RJ1124;                    North         East     Units Scale Factor Converg.
 RJ1124;SPC MI N     -   177,656.432 8,170,654.749   MT  0.99990369   +1 36 11.3
 RJ1124;SPC MI N     -   582,862.31 26,806,610.07   iFT  0.99990369   +1 36 11.3
 RJ1124;UTM  16      - 5,136,469.337   670,623.213   MT  0.99995787   +1 36 19.9
 RJ1124
 RJ1124                          SUPERSEDED SURVEY CONTROL
 RJ1124
 RJ1124  NAD 83(1986)-  46 21 37.01462(N)    084 46 55.26971(W) AD(       ) 4
 RJ1124  NAD 27      -  46 21 36.94955(N)    084 46 55.05052(W) AD(       ) 3
 RJ1124
 RJ1124.Superseded values are not recommended for survey control.
 RJ1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1124.See file dsdata.txt to determine how the superseded data were derived.
 RJ1124
 RJ1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7062336469(NAD 83)
 RJ1124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1124+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2004
 RJ1124
 RJ1124  HISTORY     - Date     Condition        Report By
 RJ1124  HISTORY     - 1961     MONUMENTED       CGS
 RJ1124  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1124  HISTORY     - 20040610 GOOD             GEOCAC
 RJ1124
 RJ1124                          STATION DESCRIPTION
 RJ1124
 RJ1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ1124'THE STATION IS LOCATED ABOUT 20 MILES SOUTHWEST OF SAULT STE. MARIE,
 RJ1124'3-1/4 MILES WEST OF THE SMALL
 RJ1124'SETTLEMENT OF RACO AND JUST SOUTH OF STATE HIGHWAY 28.
 RJ1124'
 RJ1124'THE STATION IS A STANDARD GOVERNMENT FOREST SERVICE TOWER,
 RJ1124'APPROXIMATELY 65 FEET HIGH.
 RJ1124'
 RJ1124'TO REACH FROM THE SMALL SETTLEMENT OF RACO, GO WEST ON STATE HIGHWAY
 RJ1124'28 FOR 3.0 MILES TO THE
 RJ1124'STATION ABOUT 200 FEET TO THE LEFT OF HIGHWAY.
 RJ1124'
 RJ1124'THE POINT INTERSECTED WAS THE TOP AND CENTER OF CABIN.
 RJ1124
 RJ1124                          STATION RECOVERY (1965)
 RJ1124
 RJ1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1124'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 RJ1124'
 RJ1124'NOTE- THERE IS A CORPS OF ENGINEERS DISK SET IN THE CENTER OF THE
 RJ1124'BASE OF THE TOWER.
 RJ1124'IT IS A STANDARD DISK STAMPED RACO 1950 AND IS SET
 RJ1124'IN THE TOP OF A SQUARE CONCRETE
 RJ1124'MONUMENT WHICH PROJECTS ABOUT 2 INCHES.
 RJ1124
 RJ1124                          STATION RECOVERY (2004)
 RJ1124
 RJ1124'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1115 ***********************************************************************
 NE1115  DESIGNATION -  DENBY DCS 1960
 NE1115  PID         -  NE1115
 NE1115  STATE/COUNTY-  MI/WAYNE
 NE1115  USGS QUAD   -  GROSSE POINTE (1983)
 NE1115
 NE1115                         *CURRENT SURVEY CONTROL
 NE1115  ___________________________________________________________________
 NE1115* NAD 83(1994)-  42 25 32.29680(N)    082 57 29.96413(W)     ADJUSTED  
 NE1115* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 NE1115  ___________________________________________________________________
 NE1115  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 NE1115  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1115
 NE1115  HORZ ORDER  -  SECOND
 NE1115
 NE1115.The horizontal coordinates were established by classical geodetic methods
 NE1115.and adjusted by the National Geodetic Survey in February 1997..
 NE1115
 NE1115.The orthometric height was scaled from a topographic map.
 NE1115
 NE1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1115
 NE1115.The geoid height was determined by GEOID03.
 NE1115
 NE1115;                    North         East     Units Scale Factor Converg.
 NE1115;SPC MI S     -   103,787.006 4,115,889.007   MT  0.99993882   +0 57 30.3
 NE1115;SPC MI S     -   340,508.55 13,503,572.86   iFT  0.99993882   +0 57 30.3
 NE1115;UTM  17      - 4,698,893.833   338,898.742   MT  0.99991933   -1 19 17.2
 NE1115
 NE1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1115!SPC MI S     -   0.99997642  x   0.99993882  =   0.99991524
 NE1115!UTM  17      -   0.99997642  x   0.99991933  =   0.99989575
 NE1115
 NE1115:                Primary Azimuth Mark                     Grid Az
 NE1115:SPC MI S     -  AIRPORT BCN DETROIT CITY APT             238 03 00.4
 NE1115:UTM  17      -  AIRPORT BCN DETROIT CITY APT             240 19 47.9
 NE1115
 NE1115|---------------------------------------------------------------------|
 NE1115| PID    Reference Object                     Distance      Geod. Az  |
 NE1115|                                                           dddmmss.s |
 NE1115| NE1327 AIRPORT BCN DETROIT CITY APT        APPROX. 4.1 KM 2390030.7 |
 NE1115| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 7.0 KM 2875252.1 |
 NE1115|---------------------------------------------------------------------|
 NE1115
 NE1115                          SUPERSEDED SURVEY CONTROL
 NE1115
 NE1115  NAD 83(1986)-  42 25 32.30351(N)    082 57 29.99784(W) AD(       ) 2
 NE1115  NAD 27      -  42 25 32.16901(N)    082 57 30.28622(W) AD(       ) 2
 NE1115
 NE1115.Superseded values are not recommended for survey control.
 NE1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1115.See file dsdata.txt to determine how the superseded data were derived.
 NE1115
 NE1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3889998894(NAD 83)
 NE1115
 NE1115  HISTORY     - Date     Condition        Report By
 NE1115  HISTORY     - 1960     MONUMENTED       MI1260
 NE1115  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NE1115  HISTORY     - 19991004 GOOD             USPSQD
 NE1115
 NE1115                          STATION DESCRIPTION
 NE1115
 NE1115'DESCRIBED BY CITY OF DETROIT MICHIGAN 1960 (JLC)
 NE1115'STATION LOCATED ON THE ROOF OF THE VENTILATOR CUPOLA ABOVE THE STAGE
 NE1115'OF THE DENBY HIGH SCHOOL AUDITORIUM.
 NE1115
 NE1115                          STATION RECOVERY (1966)
 NE1115
 NE1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1115'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1115
 NE1115                          STATION RECOVERY (1999)
 NE1115
 NE1115'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0554 ***********************************************************************
 PM0554  DESIGNATION -  DENTON
 PM0554  PID         -  PM0554
 PM0554  STATE/COUNTY-  MI/BENZIE
 PM0554  USGS QUAD   -  
 PM0554
 PM0554                         *CURRENT SURVEY CONTROL
 PM0554  ___________________________________________________________________
 PM0554* NAD 83(1994)-  44 38 49.41970(N)    086 13 12.20663(W)     ADJUSTED  
 PM0554* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 PM0554  ___________________________________________________________________
 PM0554  LAPLACE CORR-           6.32  (seconds)                    DEFLEC99
 PM0554  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 PM0554
 PM0554  HORZ ORDER  -  SECOND
 PM0554
 PM0554.The horizontal coordinates were established by classical geodetic methods
 PM0554.and adjusted by the National Geodetic Survey in February 1997..
 PM0554
 PM0554.The orthometric height was scaled from a topographic map.
 PM0554
 PM0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0554
 PM0554.The geoid height was determined by GEOID03.
 PM0554
 PM0554;                    North         East     Units Scale Factor Converg.
 PM0554;SPC MI C     -   149,513.266 5,852,995.322   MT  0.99992601   -1 18 33.3
 PM0554;SPC MI C     -   490,529.09 19,202,740.56   iFT  0.99992601   -1 18 33.3
 PM0554;UTM  16      - 4,944,040.399   561,847.647   MT  0.99964704   +0 32 53.2
 PM0554
 PM0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0554!SPC MI C     -   0.99996216  x   0.99992601  =   0.99988817
 PM0554!UTM  16      -   0.99996216  x   0.99964704  =   0.99960921
 PM0554
 PM0554|---------------------------------------------------------------------|
 PM0554| PID    Reference Object                     Distance      Geod. Az  |
 PM0554|                                                           dddmmss.s |
 PM0554| CH1047 DENTON RM 1                          26.609 METERS 00216     |
 PM0554| PM0555 KIRBY                               APPROX. 0.8 KM 0880020.1 |
 PM0554| CH1048 DENTON RM 2                          17.904 METERS 27002     |
 PM0554| PM0558 BETSIE POINT LIGHTHOUSE             APPROX. 5.7 KM 3302146.2 |
 PM0554|---------------------------------------------------------------------|
 PM0554
 PM0554                          SUPERSEDED SURVEY CONTROL
 PM0554
 PM0554  NAD 83(1986)-  44 38 49.42800(N)    086 13 12.20357(W) AD(       ) 2
 PM0554  NAD 27      -  44 38 49.43200(N)    086 13 11.85900(W) AD(       ) 2
 PM0554
 PM0554.Superseded values are not recommended for survey control.
 PM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0554.See file dsdata.txt to determine how the superseded data were derived.
 PM0554
 PM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6184844040(NAD 83)
 PM0554_MARKER: DS = TRIANGULATION STATION DISK
 PM0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0554
 PM0554  HISTORY     - Date     Condition        Report By
 PM0554  HISTORY     - 1932     MONUMENTED       CGS
 PM0554  HISTORY     - 1965     GOOD             USLS
 PM0554  HISTORY     - 1971     GOOD             NGS
 PM0554  HISTORY     - 1980     GOOD             MIDH
 PM0554  HISTORY     - 19960816 GOOD             USPSQD
 PM0554
 PM0554                          STATION DESCRIPTION
 PM0554
 PM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0554'ABOUT 1-1/4 MILES NORTHEAST OF FRANKFORT, IN NW 1/4 SEC. 23, T. 26
 PM0554'N., R. 16 W., ON RIGHT-OF-WAY OF UNUSED COUNTY ROAD, 5.7 FEET WEST OF
 PM0554'RIGHT-OF-WAY FENCE, 42.5 FEET EAST OF CENTER LINE OF VEHICLE
 PM0554'TRACK, 60 FEET EAST OF RIGHT-OF-WAY FENCE, 15.5 FEET SOUTH OF CENTER
 PM0554'OF GATE, AND ABOUT 500 FEET SOUTH OF EAST-WEST COUNTY ROAD.  TO
 PM0554'REACH FROM MAIN STREET IN FRANKFORT, FOLLOW ROUTE M-22 NORTH 0.25
 PM0554'MILE TO PARK, CONTINUE STRAIGHT NORTH THROUGH PARK 0.75 MILE
 PM0554'TO DIRT ROAD TO EAST, PROCEED EAST (KEEPING RIGHT FORK AT 0.15
 PM0554'MILE) 0.65 MILE TO TRACK LEADING SOUTH WHERE MAIN ROAD BEARS
 PM0554'LEFT (DOWNHILL), AND FOLLOW THIS TRACK SOUTH 0.1 MILE TO STATION
 PM0554'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PM0554'CONCRETE.  UPPER MARK PROJECTS 3 INCHES. REFERENCE AND AZIMUTH MARKS
 PM0554'ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 6 INCHES,
 PM0554'IS ON RIGHT-OF-WAY OF ROAD, 1 FOOT WEST OF RIGHT-OF-WAY FENCE, 72
 PM0554'FEET NORTH OF CENTER OF GATE, AND 87.30 FEET FROM STATION
 PM0554'N 02 DEG 16 MIN E.  NO. 2 PROJECTS 4 INCHES, IS ON
 PM0554'RIGHT-OF-WAY OF ROAD, 1 FOOT EAST OF RIGHT-OF-WAY FENCE, AND 58.74
 PM0554'FEET FROM STATION S 89 DEG 58 MIN W.  AZIMUTH MARK PROJECTS 4
 PM0554'INCHES, IS ON RIGHT-OF-WAY OF SAME ROAD AT TOP OF FIRST HILL NORTH
 PM0554'OF STATION, ABOUT 200 YARDS SOUTHWEST OF SMALL HOUSE, 19 FEET WEST
 PM0554'OF CENTER LINE OF ROAD, 46 FEET WEST OF EAST RIGHT-OF-WAY FENCE,
 PM0554'92.5 FEET SOUTH OF 8-INCH BEECH TREE, AND APPROXIMATELY 0.25 MILE
 PM0554'FROM STATION N 02 DEG 03 MIN W.
 PM0554
 PM0554                          STATION RECOVERY (1965)
 PM0554
 PM0554'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0554'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0554'
 PM0554'TO REACH THE STATION FROM 7TH AND MAIN STREETS IN FRANKFORT, FOLLOW
 PM0554'M-22 NORTH 0.25 MILE TO A PARK, CONTINUE STRAIGHT NORTH THROUGH
 PM0554'PARK, 0.75 MILE ON BLACK TOP ROAD TO GRAVEL ROAD TO EAST, PROCEED
 PM0554'EAST 0.65 MILE TO DIRT ROAD TO SOUTH WHERE GRAVEL ROAD BEARS
 PM0554'NORTHEAST DOWNHILL, FOLLOW DIRT ROAD 0.1 MILE TO TOP OF GRADE AND
 PM0554'VICINITY OF STATION.  THE STATION IS 60 FEET EAST OF WEST
 PM0554'RIGHT-OF-WAY FENCE, 19 FEET EAST OF CENTERLINE OF PRESENT DIRT
 PM0554'ROAD, 5.5 FEET WEST OF EAST RIGHT-OF-WAY FENCE, SURFACE MARK BEING A
 PM0554'STANDARD BRONZE DISK SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT
 PM0554'FLUSH WITH THE GROUND SURFACE, SUB-SURFACE MARK BEING A STANDARD
 PM0554'BRONZE DISC SET IN BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE
 PM0554'GROUND.
 PM0554'
 PM0554'REFERENCE MARK NO. 1 IS 87.5 FEET NORTH OF STATION, ONE FOOT WEST OF
 PM0554'EAST RIGHT-OF-WAY FENCE, BEING A STANDARD BRONZE DISK SET IN TOP OF
 PM0554'10 INCH SQUARE CONCRETE MONUMENT ABOUT 1 INCH ABOVE THE GROUND
 PM0554'SURFACE.
 PM0554'
 PM0554'REFERENCE MARK NO. 2 IS 58.9 FEET WEST OF STATION, ONE FOOT EAST OF
 PM0554'WEST RIGHT-OF-WAY FENCE, BEING A STANDARD BRONZE DISK SET IN TOP 10
 PM0554'INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 PM0554'
 PM0554'REFERENCE MARK NO. 3 IS 104.2 FEET SOUTH OF STATION, 60 FEET EAST OF
 PM0554'WEST RIGHT-OF-WAY FENCE, 2 FEET WEST OF EAST RIGHT-OF-WAY FENCE,
 PM0554'BEING A STANDARD BRONZE DISK SET IN TOP OF 6 INCH DIAMETER CONCRETE
 PM0554'MONUMENT 3 INCHES ABOVE THE GROUND.
 PM0554'
 PM0554'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.
 PM0554
 PM0554                          STATION RECOVERY (1971)
 PM0554
 PM0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 PM0554'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 PM0554
 PM0554                          STATION RECOVERY (1980)
 PM0554
 PM0554'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0554'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 PM0554'CONDITION.  REFERENCE MARK 2 AND AZIMUTH MARK HAVE BEEN DESTROYED.
 PM0554'
 PM0554'TO REACH DESCRIPTIONS OF 1932 AND 1965 ARE GOOD.
 PM0554
 PM0554                          STATION RECOVERY (1996)
 PM0554
 PM0554'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0455 ***********************************************************************
 QL0455  DESIGNATION -  DEPT OF CONSER KQA 707 RAD TWR
 QL0455  PID         -  QL0455
 QL0455  STATE/COUNTY-  MI/DELTA
 QL0455  USGS QUAD   -  GLADSTONE (1985)
 QL0455
 QL0455                         *CURRENT SURVEY CONTROL
 QL0455  ___________________________________________________________________
 QL0455* NAD 83(1994)-  45 45 43.15294(N)    087 07 12.19013(W)     ADJUSTED  
 QL0455* NAVD 88     -                                                        
 QL0455  ___________________________________________________________________
 QL0455  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 QL0455  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 QL0455
 QL0455  HORZ ORDER  -  THIRD
 QL0455
 QL0455.The horizontal coordinates were established by classical geodetic methods
 QL0455.and adjusted by the National Geodetic Survey in February 1997..
 QL0455
 QL0455
 QL0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0455
 QL0455.The geoid height was determined by GEOID03.
 QL0455
 QL0455;                    North         East     Units Scale Factor Converg.
 QL0455;SPC MI N     -   108,779.355 7,990,661.043   MT  0.99994428   -0 05 12.4
 QL0455;SPC MI N     -   356,887.65 26,216,079.54   iFT  0.99994428   -0 05 12.4
 QL0455;UTM  16      - 5,067,610.168   490,664.255   MT  0.99960107   -0 05 09.6
 QL0455
 QL0455                          SUPERSEDED SURVEY CONTROL
 QL0455
 QL0455  NAD 83(1986)-  45 45 43.15054(N)    087 07 12.18829(W) AD(       ) 4
 QL0455  NAD 27      -  45 45 43.25800(N)    087 07 11.69600(W) AD(       ) 3
 QL0455
 QL0455.Superseded values are not recommended for survey control.
 QL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0455.See file dsdata.txt to determine how the superseded data were derived.
 QL0455
 QL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9066467610(NAD 83)
 QL0455
 QL0455  HISTORY     - Date     Condition        Report By
 QL0455  HISTORY     - 1954     MONUMENTED       CGS
 QL0455
 QL0455                          STATION DESCRIPTION
 QL0455
 QL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0455'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ESCANABA.  IT IS PAINTED
 QL0455'ORANGE AND WHITE AND 150
 QL0455'FEET HIGH.
 QL0455'
 QL0455'THE POINT INTERSECTED WAS THE TOP OF THE TOWER.
 QL0455'
 QL0455'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0455'M35 AT THE WEST EDGE OF
 QL0455'ESCANABA, GO NORTH ON U S HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT,
 QL0455'TURN LEFT (WEST) FOR 1.6 MILES TO A SIDE ROAD LEFT, TURN LEFT, SOUTH
 QL0455'WEST ON A
 QL0455'GRADED ROAD FOR 3.45 MILES TO A
 QL0455'SIDE ROAD RIGHT.  HERE CONTINUE SOUTHWEST FOR 0.05
 QL0455'GRADED ROAD FOR 3.45 MILES TO A SIDE ROAD RIGHT.
 QL0455'HERE CONTINUE SOUTHWEST OFOR 0.05
 QL0455'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHEAST FOR 0.25 MILE AND THE
 QL0455'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0519 ***********************************************************************
 RK0519  DESIGNATION -  DESHAMBO
 RK0519  PID         -  RK0519
 RK0519  STATE/COUNTY-  MI/MARQUETTE
 RK0519  USGS QUAD   -  ANDERSON LAKE (1989)
 RK0519
 RK0519                         *CURRENT SURVEY CONTROL
 RK0519  ___________________________________________________________________
 RK0519* NAD 83(1994)-  46 09 04.18221(N)    087 27 47.54210(W)     ADJUSTED  
 RK0519* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 RK0519  ___________________________________________________________________
 RK0519  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 RK0519  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 RK0519
 RK0519  HORZ ORDER  -  THIRD
 RK0519
 RK0519.The horizontal coordinates were established by classical geodetic methods
 RK0519.and adjusted by the National Geodetic Survey in February 1997..
 RK0519
 RK0519.The orthometric height was scaled from a topographic map.
 RK0519
 RK0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0519
 RK0519.The geoid height was determined by GEOID03.
 RK0519
 RK0519;                    North         East     Units Scale Factor Converg.
 RK0519;SPC MI N     -   152,130.371 7,964,219.944   MT  0.99990556   -0 20 05.3
 RK0519;SPC MI N     -   499,115.39 26,129,330.52   iFT  0.99990556   -0 20 05.3
 RK0519;UTM  16      - 5,110,947.093   464,230.689   MT  0.99961573   -0 20 02.6
 RK0519
 RK0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0519!SPC MI N     -   0.99995333  x   0.99990556  =   0.99985890
 RK0519!UTM  16      -   0.99995333  x   0.99961573  =   0.99956908
 RK0519
 RK0519:                Primary Azimuth Mark                     Grid Az
 RK0519:SPC MI N     -  LATHROP TV RELAY MAST                    090 58 02.2
 RK0519:UTM  16      -  LATHROP TV RELAY MAST                    090 57 59.5
 RK0519
 RK0519|---------------------------------------------------------------------|
 RK0519| PID    Reference Object                     Distance      Geod. Az  |
 RK0519|                                                           dddmmss.s |
 RK0519| RK0511 LATHROP TV RELAY MAST               APPROX.18.4 KM 0903756.9 |
 RK0519| CJ2426 DESHAMBO RM 1                        30.224 METERS 21133     |
 RK0519| CJ2427 DESHAMBO RM 2                        25.985 METERS 32142     |
 RK0519| CJ2425 DESHAMBO AZ MK                                     3480417.3 |
 RK0519|---------------------------------------------------------------------|
 RK0519
 RK0519                          SUPERSEDED SURVEY CONTROL
 RK0519
 RK0519  NAD 83(1986)-  46 09 04.17775(N)    087 27 47.53918(W) AD(       ) 3
 RK0519  NAD 27      -  46 09 04.35700(N)    087 27 47.04700(W) AD(       ) 3
 RK0519
 RK0519.Superseded values are not recommended for survey control.
 RK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0519.See file dsdata.txt to determine how the superseded data were derived.
 RK0519
 RK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6423110947(NAD 83)
 RK0519_MARKER: DS = TRIANGULATION STATION DISK
 RK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0519
 RK0519  HISTORY     - Date     Condition        Report By
 RK0519  HISTORY     - 1956     MONUMENTED       CGS
 RK0519
 RK0519                          STATION DESCRIPTION
 RK0519
 RK0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0519'THE STATION IS IN SECTION 5, T 43 N, R 25 W, ABOUT 8-3/4 MILES SOUTH
 RK0519'OF GWINN, AND 1/4 MILE NORTH OF A GROUP OF BUILDINGS KNOWN LOCALLY
 RK0519'AS THE DESHAMBO SETTLEMENT.  THE STATION IS AT THE WEST RIGHT-OF-WAY
 RK0519'OF MARQUETTE COUNTY ROAD 557 JUST EAST OF A POWER LINE.
 RK0519'
 RK0519'TO REACH THE STATION FROM THE POST OFFICE IN GWINN, GO NORTHWEST ON
 RK0519'HIGHWAY M 35 FOR 1.6 MILES TO ROAD FORKS AND POST OFFICE AT
 RK0519'PRINCETON. TAKE LEFT FORK, GO SOUTHWEST ON THE BLACKTOP AND GRAVEL
 RK0519'ROAD FOR 1.6 MILES TO THE JUNCTION OF MARQUETTE COUNTY ROAD 557.
 RK0519'TURN LEFT, CONTINUE SOUTHERLY, GRAVEL ROAD, ON MARQUETTE
 RK0519'COUNTY ROAD FOR 5.95 MILES TO JUNCTION WITH MARQUETTE COUNTY ROAD
 RK0519'438.  KEEP LEFT FORK, MARQUETTE COUNTY ROAD 557, GO 3.15 MILES TO
 RK0519'AZIMUTH MARK ON THE RIGHT. CONTINUE ON 0.55 MILE TO STATION ON THE
 RK0519'RIGHT.
 RK0519'
 RK0519'STATION MARKS, ARE STANDARD DISKS, STAMPED DESHAMBO 1956.  THE
 RK0519'SURFACE STATION MARK DISK IS SET IN A SQUARE CONCRETE POST WHICH
 RK0519'PROJECTS 4 INCHES.  IT IS 125 FEET WEST OF CENTER OF ROAD, 88 FEET
 RK0519'SOUTHEAST OF POWER LINE POLE NO. 37.428, AND 80 FEET NORTHEAST OF
 RK0519'WHERE POWER LINE CROSSES OVER TRACK ROAD.  A STANDARD WITNESS POST
 RK0519'WAS SET 3 FEET SOUTHEAST OF THE MARK.  THE UNDERGROUND STATION
 RK0519'MARK DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 RK0519'GROUND.
 RK0519'
 RK0519'REFERENCE MARK 1, A STANDARD DISK, STAMPED DESHAMBO NO 1 1956, IS SET
 RK0519'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 24 FEET
 RK0519'WEST OF THE WEST POWER LINE, AND 10 FEET SOUTHWEST OF TRACK ROAD.
 RK0519'
 RK0519'REFERENCE MARK 2, A STANDARD DISK, STAMPED DESHAMBO NO 2 1956, IS SET
 RK0519'IN A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 RK0519'SOUTH OF POWER LINE POLE NO. 37.428.
 RK0519'
 RK0519'AZIMUTH MARK, A STANDARD DISK, STAMPED DESHAMBO 1956, IS SET IN A
 RK0519'SQUARE CONCRETE POST WHICH PROJECTS 8 INCHES.  IT IS 58 FEET WEST OF
 RK0519'CENTER OF ROAD, 50 FEET SOUTH OF A TRACK ROAD, AND 2 FEET EAST OF A
 RK0519'POWER LINE POLE NO. 37.480.  A STANDARD WITNESS POST WAS SET 1
 RK0519'FOOT WEST OF MARK.
 RK0519'
 RK0519'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6840 ***********************************************************************
 AA6840  CBN         -  This is a Cooperative Base Network Control Station.
 AA6840  PACS        -  This is a Primary Airport Control Station.
 AA6840  DESIGNATION -  DET D
 AA6840  PID         -  AA6840
 AA6840  STATE/COUNTY-  MI/WAYNE
 AA6840  USGS QUAD   -  HIGHLAND PARK (1983)
 AA6840
 AA6840                         *CURRENT SURVEY CONTROL
 AA6840  ___________________________________________________________________
 AA6840* NAD 83(1994)-  42 25 04.98203(N)    083 01 03.47695(W)     ADJUSTED  
 AA6840* NAVD 88     -       189.58   (meters)     622.0    (feet)  GPS OBS   
 AA6840  ___________________________________________________________________
 AA6840  X           -     573,285.092 (meters)                     COMP
 AA6840  Y           -  -4,680,941.039 (meters)                     COMP
 AA6840  Z           -   4,280,103.407 (meters)                     COMP
 AA6840  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AA6840  ELLIP HEIGHT-         155.07  (meters)          (07/12/02) GPS OBS
 AA6840  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 AA6840
 AA6840  HORZ ORDER  -  B
 AA6840  ELLP ORDER  -  FOURTH    CLASS II
 AA6840
 AA6840.This mark is at Detroit City Airport (DET)
 AA6840
 AA6840.The horizontal coordinates were established by GPS observations
 AA6840.and adjusted by the National Geodetic Survey in September 1995..
 AA6840
 AA6840.The orthometric height was determined by GPS observations and a
 AA6840.high-resolution geoid model.
 AA6840
 AA6840.GPS derived orthometric heights for airport stations designated as
 AA6840.PACS or SACS are published to 2 decimal places.  This maintains
 AA6840.centimeter relative accuracy between the PACS and SACS.  It does
 AA6840.not indicate centimeter accuracy relative to other marks which are
 AA6840.part of the NAVD 88 network.
 AA6840
 AA6840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6840
 AA6840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6840
 AA6840.The ellipsoidal height was determined by GPS observations
 AA6840.and is referenced to NAD 83.
 AA6840
 AA6840.The geoid height was determined by GEOID03.
 AA6840
 AA6840;                    North         East     Units Scale Factor Converg.
 AA6840;SPC MI S     -   102,864.424 4,111,022.540   MT  0.99993988   +0 55 05.0
 AA6840;SPC MI S     -   337,481.71 13,487,606.76   iFT  0.99993988   +0 55 05.0
 AA6840;UTM  17      - 4,698,165.556   333,999.480   MT  0.99993905   -1 21 40.6
 AA6840
 AA6840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6840!SPC MI S     -   0.99997568  x   0.99993988  =   0.99991556
 AA6840!UTM  17      -   0.99997568  x   0.99993905  =   0.99991473
 AA6840
 AA6840                          SUPERSEDED SURVEY CONTROL
 AA6840
 AA6840  ELLIP H (09/20/95)  155.10   (m)                       GP(       ) 1 2
 AA6840  NAD 83(1986)-  42 25 04.98645(N)    083 01 03.50937(W) AD(       ) 1
 AA6840
 AA6840.Superseded values are not recommended for survey control.
 AA6840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6840.See file dsdata.txt to determine how the superseded data were derived.
 AA6840
 AA6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3399998166(NAD 83)
 AA6840_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6840_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA6840_SP_SET: CONCRETE TOWER BASE
 AA6840_STAMPING: DET D 1994
 AA6840_MARK LOGO: NGS   
 AA6840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6840+STABILITY: SURFACE MOTION
 AA6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6840+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6840
 AA6840  HISTORY     - Date     Condition        Report By
 AA6840  HISTORY     - 1994     MONUMENTED       NGS
 AA6840
 AA6840                          STATION DESCRIPTION
 AA6840
 AA6840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA6840'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHEAST OF DOWNTOWN DETROIT,
 AA6840'AT THE DETROIT CITY AIRPORT, AT THE NORTHWEST END OF THE AIRPORT, IN
 AA6840'THE GRASS STRIP BETWEEN RUNWAY 15-33 AND THE SOUTHWEST PERIMETER
 AA6840'FENCE. IN THE NORTH CORNER OF A FOUNDATION OF A NOW REMOVED BUILDING.
 AA6840'OWNERSHIP-- CITY OF DETROIT  11409 CONNER AVENUE DEROIT, MICHIGAN
 AA6840'48213.  AIRPORT MANAGER IS JOHN CLARK III, PHONE 313-267-6404. ESCORT
 AA6840'REQUIRED TO REACH STATION.  CONTACT EUGENE STEFANI AIRPORT FOREMAN,
 AA6840'313-267-6405. TO REACH FROM THE JUNCTION OF INTERSTATE 94 AND CONNER
 AA6840'AVENUE (EXIT 220) ABOUT 8 KM (5.0 MI) NORHTEAST OF DOWNTOWN DETROIT,
 AA6840'GO NORTHWEST ON CONNER AVENUE FOR 1.24 KM (0.77 MI) TO A CROSS STREET
 AA6840'(GRATIOT AVENUE).  CONTINUE AHEAD FOR 0.4 MILESTO THE AIRPORT ENTRANCE
 AA6840'AND TERMINAL BUILDING ON THE LEFT, GO NORTHWEST ON ALPHA TAXIWAY FOR
 AA6840'0.9 MILESTO A PAVED PERIMETER ROAD AHEAD,  TAKE THE PERIMETER ROAD
 AA6840'AROUND THE NORTH END O RUNWAY 15 FOR 0.2 MILESTO THE STATION ON THE
 AA6840'RIGHT INSIDE THE PERIMETER FENCE FROM THE INTERSECTION OF FRENCH AND
 AA6840'NUREMBERG STREETS. STATION MARK IS A DISK SET IN A DRILL HOLE IN THE
 AA6840'CENTER OF  A 1.85 M (6.07 FT) SQUARE CONCRETE FOUNDATION PROJECTING
 AA6840'0.3 M (1.0 FT) ABOVE THE GROUND.  IT IS 4.4 M (14.4 FT) WEST-SOUTHWEST
 AA6840'OF THE CENTER OF THE PERIMETER ROAD AND 3.0 M (9.8 FT) EAST-NORTHEAST
 AA6840'OF  A FIBERGLASS WITNESS POST IN THE PERIMETER CHAIN LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0724 ***********************************************************************
 QK0724  DESIGNATION -  DETACHEE USLS 1926
 QK0724  PID         -  QK0724
 QK0724  STATE/COUNTY-  MI/MACKINAC
 QK0724  USGS QUAD   -  ROUND ISLAND (1976)
 QK0724
 QK0724                         *CURRENT SURVEY CONTROL
 QK0724  ___________________________________________________________________
 QK0724* NAD 83(1994)-  45 48 37.73164(N)    084 30 14.66400(W)     ADJUSTED  
 QK0724* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0724  ___________________________________________________________________
 QK0724  LAPLACE CORR-          -6.28  (seconds)                    DEFLEC99
 QK0724  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QK0724
 QK0724  HORZ ORDER  -  FIRST
 QK0724
 QK0724.The horizontal coordinates were established by classical geodetic methods
 QK0724.and adjusted by the National Geodetic Survey in February 1997..
 QK0724
 QK0724.The orthometric height was scaled from a topographic map.
 QK0724
 QK0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0724
 QK0724.The geoid height was determined by GEOID03.
 QK0724
 QK0724;                    North         East     Units Scale Factor Converg.
 QK0724;SPC MI N     -   117,215.693 8,193,957.468   MT  0.99993696   +1 48 14.5
 QK0724;SPC MI N     -   384,565.92 26,883,062.56   iFT  0.99993696   +1 48 14.5
 QK0724;UTM  16      - 5,076,020.587   693,922.493   MT  1.00006234   +1 47 24.8
 QK0724
 QK0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0724!SPC MI N     -   0.99997772  x   0.99993696  =   0.99991468
 QK0724!UTM  16      -   0.99997772  x   1.00006234  =   1.00004005
 QK0724
 QK0724:                Primary Azimuth Mark                     Grid Az
 QK0724:SPC MI N     -  LITTLE ST MARTIN USLS 1918               340 58 04.3
 QK0724:UTM  16      -  LITTLE ST MARTIN USLS 1918               340 58 54.0
 QK0724
 QK0724|---------------------------------------------------------------------|
 QK0724| PID    Reference Object                     Distance      Geod. Az  |
 QK0724|                                                           dddmmss.s |
 QK0724| QK0722 LITTLE ST MARTIN USLS 1918          APPROX.15.8 KM 3424618.8 |
 QK0724|---------------------------------------------------------------------|
 QK0724
 QK0724                          SUPERSEDED SURVEY CONTROL
 QK0724
 QK0724  NAD 83(1986)-  45 48 37.72336(N)    084 30 14.66338(W) AD(       ) 1
 QK0724  NAD 27      -  45 48 37.67900(N)    084 30 14.53200(W) AD(       ) 1
 QK0724
 QK0724.Superseded values are not recommended for survey control.
 QK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0724.See file dsdata.txt to determine how the superseded data were derived.
 QK0724
 QK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9392276021(NAD 83)
 QK0724_MARKER: Z = SEE DESCRIPTION
 QK0724_SETTING: 0 = UNSPECIFIED SETTING
 QK0724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0724
 QK0724  HISTORY     - Date     Condition        Report By
 QK0724  HISTORY     - 1926     MONUMENTED       USLS
 QK0724  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0724  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QK0724
 QK0724                          STATION DESCRIPTION
 QK0724
 QK0724'DESCRIBED BY US LAKE SURVEY 1926
 QK0724'ON POINT DETACHEE, ON NORTH SIDE OF BOIS BLANC ISLAND, IN STRAITS OF
 QK0724'MACKINAC, IN GRASSY MEADOW,
 QK0724'ABOUT 5 METERS (16 FEET) SOUTH OF ROAD, 120 METERS (394 FEET)
 QK0724'N. 52 DEG E. AND 90 METERS (295
 QK0724'FEET) N. 5 DEG W. OF TWO BUILDINGS.  MARKED BY SPIKE
 QK0724'IN CONCRETE MONUMENT, TOP FLUSH WITH SURFACE OF
 QK0724'GROUND.
 QK0724
 QK0724                          STATION RECOVERY (1964)
 QK0724
 QK0724'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0724'TO REACH STATION PROCEED BY BOAT TO THE NORTHERLY SIDE OF BOIS BLANC
 QK0724'ISLAND TO THE FERRY
 QK0724'DOCK.  FROM THE FERRY DOCK PROCEED WESTERLY 0.4 MILE TO A ROAD
 QK0724'RIGHT, TURN RIGHT AND PROCEED
 QK0724'NORTH AND WEST ON MAIN ROAD TO WEST END OF ISLAND
 QK0724'FOR 6.2 MILES TO A ROAD RIGHT, TURN RIGHT AND
 QK0724'PROCEED 1.0 MILE TO A RIGHT
 QK0724'ANGLE TURN AND PROCEED EASTERLY 1.15 MILE TO PT. DETACHEE.
 QK0724'
 QK0724'STATION IS MARKED BY A LARGE SPIKE HEAD A LITTLE NORTH OF CENTER IN
 QK0724'A 3/4 FOOT
 QK0724'DIAMETER CONCRETE MONUMENT IN A GLAZED TILE WITH THE LETTERS
 QK0724'US SCRIBED IN THE CONCRETE
 QK0724'FLUSH WITH THE GROUND.
 QK0724'
 QK0724'STATION RECOVERED IN GOOD CONDITION.
 QK0724
 QK0724                          STATION RECOVERY (1995)
 QK0724
 QK0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9228 ***********************************************************************
 AH9228  DESIGNATION -  DETOUR MARINA
 AH9228  PID         -  AH9228
 AH9228  STATE/COUNTY-  MI/CHIPPEWA
 AH9228  USGS QUAD   -  DE TOUR VILLAGE (1964)
 AH9228
 AH9228                         *CURRENT SURVEY CONTROL
 AH9228  ___________________________________________________________________
 AH9228* NAD 83(1997)-  45 59 56.20589(N)    083 54 01.93136(W)     ADJUSTED  
 AH9228* NAVD 88     -       177.9    (meters)     584.     (feet)  GPS OBS   
 AH9228  ___________________________________________________________________
 AH9228  X           -     471,612.015 (meters)                     COMP
 AH9228  Y           -  -4,413,375.806 (meters)                     COMP
 AH9228  Z           -   4,565,267.712 (meters)                     COMP
 AH9228  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AH9228  ELLIP HEIGHT-         141.17  (meters)          (07/12/02) GPS OBS
 AH9228  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 AH9228
 AH9228  HORZ ORDER  -  A
 AH9228  ELLP ORDER  -  THIRD     CLASS II
 AH9228
 AH9228.The horizontal coordinates were established by GPS observations
 AH9228.and adjusted by the National Geodetic Survey in May 1999..
 AH9228
 AH9228.The orthometric height was determined by GPS observations and a
 AH9228.high-resolution geoid model.
 AH9228
 AH9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9228
 AH9228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9228
 AH9228.The ellipsoidal height was determined by GPS observations
 AH9228.and is referenced to NAD 83.
 AH9228
 AH9228.The geoid height was determined by GEOID03.
 AH9228
 AH9228;                    North         East     Units Scale Factor Converg.
 AH9228;SPC MI N     -   139,801.101 8,240,017.714   MT  0.99991526   +2 14 24.9
 AH9228;SPC MI N     -   458,665.03 27,034,178.85   iFT  0.99991526   +2 14 24.9
 AH9228;UTM  17      - 5,098,021.474   275,403.716   MT  1.00022016   -2 05 14.3
 AH9228
 AH9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9228!SPC MI N     -   0.99997787  x   0.99991526  =   0.99989313
 AH9228!UTM  17      -   0.99997787  x   1.00022016  =   1.00019802
 AH9228
 AH9228                          SUPERSEDED SURVEY CONTROL
 AH9228
 AH9228  ELLIP H (05/25/99)  141.15   (m)                       GP(       ) 3 1
 AH9228
 AH9228.Superseded values are not recommended for survey control.
 AH9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9228.See file dsdata.txt to determine how the superseded data were derived.
 AH9228
 AH9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7540498021(NAD 83)
 AH9228_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9228_SETTING: 66 = SET IN ROCK OUTCROP
 AH9228_STAMPING: DETOUR MARINA 1997
 AH9228_MARK LOGO: NGS   
 AH9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9228+STABILITY: POSITION/ELEVATION WELL
 AH9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9228+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 AH9228
 AH9228  HISTORY     - Date     Condition        Report By
 AH9228  HISTORY     - 1997     MONUMENTED       NGS
 AH9228  HISTORY     - 20010915 GOOD             JCLS
 AH9228  HISTORY     - 20010920 GOOD             JCLS
 AH9228  HISTORY     - 20050802 GOOD             NGS
 AH9228
 AH9228                          STATION DESCRIPTION
 AH9228
 AH9228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AH9228'THE STATION IS LOCATED IN DETOUR VILLAGE, MI., AT THE DETOUR HARBOR
 AH9228'MARINA.  SET IN A DRILL HOLE IN A 1X1-FOOT AREA OF EXPOSED BEDROCK,
 AH9228'NORTH OF THE HARBOR MARINA OFFICE, SOUTH OF A WEATHER STATION AND
 AH9228'BETWEEN THE WATERS EDGE AND A SIDEWALK.  OWNERSHIP--STATE OF MICHIGAN.
 AH9228'OPERATED BY NORTH PASSAGE MARINE, INC.  P.O.  BOX 145, DETOUR VILLAGE,
 AH9228'MI.  49725.  MARINA MANAGER LINDA K.  TELDER. NOTE--THIS STATION IS 1
 AH9228'OF THE (INTERNATIONAL GREAT LAKES DATUM POINTS).  TO REACH THE STATION
 AH9228'FROM THE JUNCTION OF STATE HIGHWAY 134 EAST (ELIZABETH ST.) AND
 AH9228'(ONTARIO ST.) IN DETOUR VILLAGE, GO NORTH, 0.6 KM (0.35 MI) ALONG
 AH9228'ONTARIO STREET TO THE HARBOR/MARINA ENTRANCE ON THE RIGHT.  TURN
 AH9228'RIGHT, EAST, FOR ABOUT 40.0 M (131.2 FT) TO A PARKING LOT AND OFFICE
 AH9228'ON THE LEFT.  TURN LEFT, NORTH, 0.12 KM (0.05 MI) ACROSS PARKING LOT
 AH9228'AND PAST OFFICE TO THE STATION, BETWEEN THE WATER AND THE SIDEWALK.
 AH9228'STATION IS 28.7 M (94.2 FT) NORTH-NORTHEAST OF THE MARINA OFFICE
 AH9228'BUILDINGS NORTH CORNER, 20.1 M (65.9 FT) SOUTH OF THE SOUTHWEST CORNER
 AH9228'OF A CHAIN-LINK FENCE AROUND A WEATHER TOWER/STATION, 13.5 M (44.3 FT)
 AH9228'NORTH OF THE NORTH 1 OF 2 BARBECUE GRILL PEDESTALS, 6.1 M (20.0 FT)
 AH9228'WEST OF A WITNESS POST NEAR THE WATERS EDGE, 3.5 M (11.5 FT) EAST OF A
 AH9228'SIDEWALK, AND THE STATION IS ABOUT LEVEL WITH THE SIDEWALK AND
 AH9228'RECESSED ABOUT 4-CM BELOW THE GROUND SURFACE.  BY R.G.  HAYES
 AH9228
 AH9228                          STATION RECOVERY (2001)
 AH9228
 AH9228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AH9228'RECOVERED AS DESCRIBED.
 AH9228
 AH9228                          STATION RECOVERY (2001)
 AH9228
 AH9228'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AH9228'RECOVERED IN GOOD CONDITION.
 AH9228
 AH9228                          STATION RECOVERY (2005)
 AH9228
 AH9228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH9228'WEATHER STATION AND ITS FENCE ARE GONE.  MARK IS 22.6 M SSE OF DOOR TO
 AH9228'TAN PUMPHOUSE AND 23.1 M ESE OF BIRD HOUSE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0340 ***********************************************************************
 QJ0340  DESIGNATION -  DETOUR USLS 1894
 QJ0340  PID         -  QJ0340
 QJ0340  STATE/COUNTY-  MI/CHIPPEWA
 QJ0340  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0340
 QJ0340                         *CURRENT SURVEY CONTROL
 QJ0340  ___________________________________________________________________
 QJ0340* NAD 83(1994)-  45 59 48.69818(N)    083 54 52.17972(W)     ADJUSTED  
 QJ0340* NAVD 88     -       219.7    (meters)     721.     (feet)  VERTCON   
 QJ0340  ___________________________________________________________________
 QJ0340  X           -     470,557.607 (meters)                     COMP
 QJ0340  Y           -  -4,413,685.215 (meters)                     COMP
 QJ0340  Z           -   4,565,136.716 (meters)                     COMP
 QJ0340  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 QJ0340  ELLIP HEIGHT-         182.93  (meters)          (02/03/97) GPS OBS
 QJ0340  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 QJ0340
 QJ0340  HORZ ORDER  -  FIRST
 QJ0340  ELLP ORDER  -  FOURTH    CLASS I
 QJ0340
 QJ0340.The horizontal coordinates were established by classical geodetic methods
 QJ0340.and adjusted by the National Geodetic Survey in February 1997..
 QJ0340
 QJ0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0340
 QJ0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0340
 QJ0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0340
 QJ0340.The ellipsoidal height was determined by GPS observations
 QJ0340.and is referenced to NAD 83.
 QJ0340
 QJ0340.The geoid height was determined by GEOID03.
 QJ0340
 QJ0340;                    North         East     Units Scale Factor Converg.
 QJ0340;SPC MI N     -   139,527.326 8,238,946.404   MT  0.99991544   +2 13 48.6
 QJ0340;SPC MI N     -   457,766.82 27,030,664.06   iFT  0.99991544   +2 13 48.6
 QJ0340;UTM  17      - 5,097,829.259   274,314.467   MT  1.00022619   -2 05 50.2
 QJ0340
 QJ0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0340!SPC MI N     -   0.99997132  x   0.99991544  =   0.99988677
 QJ0340!UTM  17      -   0.99997132  x   1.00022619  =   1.00019751
 QJ0340
 QJ0340:                Primary Azimuth Mark                     Grid Az
 QJ0340:SPC MI N     -  BRUDER                                   178 15 32.5
 QJ0340:UTM  17      -  BRUDER                                   182 35 11.3
 QJ0340
 QJ0340|---------------------------------------------------------------------|
 QJ0340| PID    Reference Object                     Distance      Geod. Az  |
 QJ0340|                                                           dddmmss.s |
 QJ0340| QJ0311 BRUDER                              APPROX.66.6 KM 1802921.1 |
 QJ0340|---------------------------------------------------------------------|
 QJ0340
 QJ0340                          SUPERSEDED SURVEY CONTROL
 QJ0340
 QJ0340  NAD 83(1986)-  45 59 48.68501(N)    083 54 52.17261(W) AD(       ) 1
 QJ0340  NAD 27      -  45 59 48.62000(N)    083 54 52.14000(W) AD(       ) 1
 QJ0340  NGVD 29 (05/22/90)  219.7    (m)          721.     (f) GPS OBS        
 QJ0340
 QJ0340.Superseded values are not recommended for survey control.
 QJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0340.See file dsdata.txt to determine how the superseded data were derived.
 QJ0340
 QJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7431497829(NAD 83)
 QJ0340_MARKER: Z = SEE DESCRIPTION
 QJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0340_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QJ0340_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 QJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0340+STABILITY: SURFACE MOTION
 QJ0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0340+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0340
 QJ0340  HISTORY     - Date     Condition        Report By
 QJ0340  HISTORY     - 1894     MONUMENTED       CGS
 QJ0340  HISTORY     - 1903     SEE DESCRIPTION  USLS
 QJ0340  HISTORY     - 1988     GOOD             USE
 QJ0340
 QJ0340                          STATION DESCRIPTION
 QJ0340
 QJ0340'DESCRIBED BY US LAKE SURVEY 1903
 QJ0340'ABOUT 1 MILE WEST OF PICAND, MATHER AND CO., S DOCK AT DETOUR, ON TOP
 QJ0340'OF HILL, AND ABOUT 800 FEET
 QJ0340'SOUTH OF EAST-AND-WEST ROAD.  MARKED BY 6 BY 6-INCH CUT STONE
 QJ0340'2 INCHES BELOW SURFACE OF GROUND.
 QJ0340'STATION SITE IS WELL MARKED BY 8 CONCRETE
 QJ0340'FOUNDATION LEGS OF TOWER.
 QJ0340
 QJ0340                          STATION RECOVERY (1988)
 QJ0340
 QJ0340'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 QJ0340'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5998 ***********************************************************************
 AB5998  DESIGNATION -  DETROIT 1
 AB5998  PID         -  AB5998
 AB5998  STATE/COUNTY-  MI/WAYNE
 AB5998  USGS QUAD   -  DETROIT (1980)
 AB5998
 AB5998                         *CURRENT SURVEY CONTROL
 AB5998  ___________________________________________________________________
 AB5998* NAD 83(1994)-  42 17 50.42500(N)    083 05 43.04993(W)     ADJUSTED  
 AB5998* NAVD 88     -       180.7    (meters)     593.     (feet)  GPS OBS   
 AB5998  ___________________________________________________________________
 AB5998  X           -     568,025.290 (meters)                     COMP
 AB5998  Y           -  -4,690,676.105 (meters)                     COMP
 AB5998  Z           -   4,270,188.981 (meters)                     COMP
 AB5998  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AB5998  ELLIP HEIGHT-         146.28  (meters)          (08/20/96) GPS OBS
 AB5998  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AB5998
 AB5998  HORZ ORDER  -  A
 AB5998  ELLP ORDER  -  FOURTH    CLASS I
 AB5998
 AB5998.The horizontal coordinates were established by GPS observations
 AB5998.and adjusted by the National Geodetic Survey in August 1996..
 AB5998
 AB5998.The orthometric height was determined by GPS observations and a
 AB5998.high-resolution geoid model.
 AB5998
 AB5998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5998
 AB5998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5998
 AB5998.The ellipsoidal height was determined by GPS observations
 AB5998.and is referenced to NAD 83.
 AB5998
 AB5998.The geoid height was determined by GEOID03.
 AB5998
 AB5998;                    North         East     Units Scale Factor Converg.
 AB5998;SPC MI S     -    89,358.648 4,104,834.323   MT  0.99995912   +0 51 54.7
 AB5998;SPC MI S     -   293,171.42 13,467,304.21   iFT  0.99995912   +0 51 54.7
 AB5998;UTM  17      - 4,684,916.315   327,279.413   MT  0.99996707   -1 24 37.6
 AB5998
 AB5998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5998!SPC MI S     -   0.99997706  x   0.99995912  =   0.99993618
 AB5998!UTM  17      -   0.99997706  x   0.99996707  =   0.99994413
 AB5998
 AB5998                          SUPERSEDED SURVEY CONTROL
 AB5998
 AB5998.No superseded survey control is available for this station.
 AB5998
 AB5998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2727984916(NAD 83)
 AB5998_MARKER: Z = SEE DESCRIPTION
 AB5998_SETTING: 0 = UNSPECIFIED SETTING
 AB5998_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB5998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5998+STABILITY: POSITION/ELEVATION WELL
 AB5998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5998+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1995
 AB5998
 AB5998  HISTORY     - Date     Condition        Report By
 AB5998  HISTORY     - 1995     MONUMENTED       USCG
 AB5998  HISTORY     - 19951114 GOOD             NGS
 AB5998
 AB5998                          STATION DESCRIPTION
 AB5998
 AB5998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL)
 AB5998'THIS IS A CONTINUOUSLY OPERATING REFERENCE STATION (CORS) SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9501 ***********************************************************************
 AF9501  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9501  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9501  DESIGNATION -  DETROIT 1 CORS ARP
 AF9501  CORS_ID     -  DET1
 AF9501  PID         -  AF9501
 AF9501  STATE/COUNTY-  MI/WAYNE
 AF9501  USGS QUAD   -  DETROIT (1980)
 AF9501
 AF9501                         *CURRENT SURVEY CONTROL
 AF9501  ___________________________________________________________________
 AF9501* NAD 83(CORS)-  42 17 50.42441(N)    083 05 43.04933(W)     ADJUSTED  
 AF9501* NAVD 88     -       180.73   (meters)     592.9    (feet)  GPS OBS   
 AF9501  ___________________________________________________________________
 AF9501  EPOCH DATE  -        2002.00
 AF9501  X           -     568,025.298 (meters)                     COMP
 AF9501  Y           -  -4,690,676.057 (meters)                     COMP
 AF9501  Z           -   4,270,188.914 (meters)                     COMP
 AF9501  ELLIP HEIGHT-         146.20  (meters)          (03/??/02) GPS OBS
 AF9501  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AF9501
 AF9501  HORZ ORDER  -  SPECIAL (CORS)
 AF9501  ELLP ORDER  -  SPECIAL (CORS)
 AF9501
 AF9501.ITRF positions are available for this station.
 AF9501.The coordinates were established by GPS observations
 AF9501.and adjusted by the National Geodetic Survey in March 2002..
 AF9501.The coordinates are valid at the epoch date displayed above.
 AF9501.The epoch date for horizontal control is a decimal equivalence
 AF9501.of Year/Month/Day.
 AF9501
 AF9501.The orthometric height was determined by GPS observations and a
 AF9501.high-resolution geoid model using precise GPS observation and
 AF9501.processing techniques.
 AF9501
 AF9501.The PID for the CORS L1 Phase Center is AJ7871.
 AF9501
 AF9501.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9501
 AF9501.The ellipsoidal height was determined by GPS observations
 AF9501.and is referenced to NAD 83.
 AF9501
 AF9501.The geoid height was determined by GEOID03.
 AF9501
 AF9501;                    North         East     Units Scale Factor Converg.
 AF9501;SPC MI S     -    89,358.630 4,104,834.337   MT  0.99995912   +0 51 54.7
 AF9501;SPC MI S     -   293,171.36 13,467,304.26   iFT  0.99995912   +0 51 54.7
 AF9501
 AF9501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9501!SPC MI S     -   0.99997707  x   0.99995912  =   0.99993619
 AF9501
 AF9501                          SUPERSEDED SURVEY CONTROL
 AF9501
 AF9501  NAD 83(CORS)-  42 17 50.42503(N)    083 05 43.04995(W) AD(1997.00) c
 AF9501  NAD 83(CORS)-  42 17 50.42503(N)    083 05 43.04995(W) AD(1996.00) c
 AF9501  ELLIP H (04/??/96)  146.19   (m)                       GP(1997.00) c c
 AF9501  ELLIP H (04/??/96)  146.19   (m)                       GP(1996.00) c c
 AF9501
 AF9501.Superseded values are not recommended for survey control.
 AF9501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9501.See file dsdata.txt to determine how the superseded data were derived.
 AF9501
 AF9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2727984916(NAD 83)
 AF9501_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9501
 AF9501                          STATION DESCRIPTION
 AF9501
 AF9501'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9501'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9501'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9501'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9501'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9501'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7871 ***********************************************************************
 AJ7871  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7871  DESIGNATION -  DETROIT 1 CORS L1 PHASE CENTER
 AJ7871  CORS_ID     -  DET1
 AJ7871  PID         -  AJ7871
 AJ7871  STATE/COUNTY-  MI/WAYNE
 AJ7871  USGS QUAD   -  DETROIT (1980)
 AJ7871
 AJ7871                         *CURRENT SURVEY CONTROL
 AJ7871  ___________________________________________________________________
 AJ7871* NAD 83(CORS)-  42 17 50.42437(N)    083 05 43.04937(W)     ADJUSTED  
 AJ7871* NAVD 88     -                                                        
 AJ7871  ___________________________________________________________________
 AJ7871  EPOCH DATE  -        2002.00
 AJ7871  X           -     568,025.306 (meters)                     COMP
 AJ7871  Y           -  -4,690,676.124 (meters)                     COMP
 AJ7871  Z           -   4,270,188.973 (meters)                     COMP
 AJ7871  ELLIP HEIGHT-         146.29  (meters)          (03/??/02) GPS OBS
 AJ7871  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AJ7871
 AJ7871  HORZ ORDER  -  SPECIAL (CORS)
 AJ7871  ELLP ORDER  -  SPECIAL (CORS)
 AJ7871
 AJ7871.ITRF positions are available for this station.
 AJ7871.The coordinates were established by GPS observations
 AJ7871.and adjusted by the National Geodetic Survey in March 2002..
 AJ7871.The coordinates are valid at the epoch date displayed above.
 AJ7871.The epoch date for horizontal control is a decimal equivalence
 AJ7871.of Year/Month/Day.
 AJ7871
 AJ7871
 AJ7871.The PID for the CORS ARP is AF9501.
 AJ7871
 AJ7871.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7871
 AJ7871.The ellipsoidal height was determined by GPS observations
 AJ7871.and is referenced to NAD 83.
 AJ7871
 AJ7871.The geoid height was determined by GEOID03.
 AJ7871
 AJ7871;                    North         East     Units Scale Factor Converg.
 AJ7871;SPC MI S     -    89,358.629 4,104,834.336   MT  0.99995912   +0 51 54.7
 AJ7871;SPC MI S     -   293,171.35 13,467,304.25   iFT  0.99995912   +0 51 54.7
 AJ7871
 AJ7871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7871!SPC MI S     -   0.99997706  x   0.99995912  =   0.99993618
 AJ7871
 AJ7871                          SUPERSEDED SURVEY CONTROL
 AJ7871
 AJ7871  NAD 83(CORS)-  42 17 50.42499(N)    083 05 43.04998(W) AD(1996.00) c
 AJ7871  NAD 83(CORS)-  42 17 50.42499(N)    083 05 43.04998(W) AD(1997.00) c
 AJ7871  ELLIP H (04/??/96)  146.27   (m)                       GP(1997.00) c c
 AJ7871  ELLIP H (04/??/96)  146.27   (m)                       GP(1996.00) c c
 AJ7871
 AJ7871.Superseded values are not recommended for survey control.
 AJ7871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7871.See file dsdata.txt to determine how the superseded data were derived.
 AJ7871
 AJ7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2727984916(NAD 83)
 AJ7871_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7871
 AJ7871                          STATION DESCRIPTION
 AJ7871
 AJ7871'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7871'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7871'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7871'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7871'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7871'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9592 ***********************************************************************
 AF9592  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9592  DESIGNATION -  DETROIT 2 CORS ARP
 AF9592  CORS_ID     -  DET2
 AF9592  PID         -  AF9592
 AF9592  STATE/COUNTY-  MI/WAYNE
 AF9592  USGS QUAD   -  DETROIT (1980)
 AF9592
 AF9592                         *CURRENT SURVEY CONTROL
 AF9592  ___________________________________________________________________
 AF9592* NAD 83(CORS)-  42 17 50.01827(N)    083 05 43.90193(W)     ADJUSTED  
 AF9592* NAVD 88     -                                                        
 AF9592  ___________________________________________________________________
 AF9592  EPOCH DATE  -        2002.00
 AF9592  X           -     568,006.930 (meters)                     COMP
 AF9592  Y           -  -4,690,686.829 (meters)                     COMP
 AF9592  Z           -   4,270,179.691 (meters)                     COMP
 AF9592  ELLIP HEIGHT-         146.27  (meters)          (03/??/02) GPS OBS
 AF9592  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AF9592
 AF9592  HORZ ORDER  -  SPECIAL (CORS)
 AF9592  ELLP ORDER  -  SPECIAL (CORS)
 AF9592
 AF9592.ITRF positions are available for this station.
 AF9592.The coordinates were established by GPS observations
 AF9592.and adjusted by the National Geodetic Survey in March 2002..
 AF9592.The coordinates are valid at the epoch date displayed above.
 AF9592.The epoch date for horizontal control is a decimal equivalence
 AF9592.of Year/Month/Day.
 AF9592
 AF9592
 AF9592.The PID for the CORS L1 Phase Center is AJ7914.
 AF9592
 AF9592.Photographs are available for this station.
 AF9592
 AF9592.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9592
 AF9592.The ellipsoidal height was determined by GPS observations
 AF9592.and is referenced to NAD 83.
 AF9592
 AF9592.The geoid height was determined by GEOID03.
 AF9592
 AF9592;                    North         East     Units Scale Factor Converg.
 AF9592;SPC MI S     -    89,345.806 4,104,814.999   MT  0.99995914   +0 51 54.2
 AF9592;SPC MI S     -   293,129.28 13,467,240.81   iFT  0.99995914   +0 51 54.2
 AF9592
 AF9592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9592!SPC MI S     -   0.99997706  x   0.99995914  =   0.99993620
 AF9592
 AF9592                          SUPERSEDED SURVEY CONTROL
 AF9592
 AF9592  NAD 83(CORS)-  42 17 50.01859(N)    083 05 43.90239(W) AD(1997.00) c
 AF9592  NAD 83(CORS)-  42 17 50.01859(N)    083 05 43.90239(W) AD(1996.00) c
 AF9592  ELLIP H (05/??/96)  146.27   (m)                       GP(1997.00) c c
 AF9592  ELLIP H (05/??/96)  146.27   (m)                       GP(1996.00) c c
 AF9592
 AF9592.Superseded values are not recommended for survey control.
 AF9592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9592.See file dsdata.txt to determine how the superseded data were derived.
 AF9592
 AF9592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2726084904(NAD 83)
 AF9592_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9592
 AF9592                          STATION DESCRIPTION
 AF9592
 AF9592'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9592'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9592'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9592'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9592'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9592'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7914 ***********************************************************************
 AJ7914  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7914  DESIGNATION -  DETROIT 2 CORS L1 PHASE CENTER
 AJ7914  CORS_ID     -  DET2
 AJ7914  PID         -  AJ7914
 AJ7914  STATE/COUNTY-  MI/WAYNE
 AJ7914  USGS QUAD   -  DETROIT (1980)
 AJ7914
 AJ7914                         *CURRENT SURVEY CONTROL
 AJ7914  ___________________________________________________________________
 AJ7914* NAD 83(CORS)-  42 17 50.01823(N)    083 05 43.90197(W)     ADJUSTED  
 AJ7914* NAVD 88     -                                                        
 AJ7914  ___________________________________________________________________
 AJ7914  EPOCH DATE  -        2002.00
 AJ7914  X           -     568,006.937 (meters)                     COMP
 AJ7914  Y           -  -4,690,686.896 (meters)                     COMP
 AJ7914  Z           -   4,270,179.751 (meters)                     COMP
 AJ7914  ELLIP HEIGHT-         146.36  (meters)          (03/??/02) GPS OBS
 AJ7914  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AJ7914
 AJ7914  HORZ ORDER  -  SPECIAL (CORS)
 AJ7914  ELLP ORDER  -  SPECIAL (CORS)
 AJ7914
 AJ7914.ITRF positions are available for this station.
 AJ7914.The coordinates were established by GPS observations
 AJ7914.and adjusted by the National Geodetic Survey in March 2002..
 AJ7914.The coordinates are valid at the epoch date displayed above.
 AJ7914.The epoch date for horizontal control is a decimal equivalence
 AJ7914.of Year/Month/Day.
 AJ7914
 AJ7914
 AJ7914.The PID for the CORS ARP is AF9592.
 AJ7914
 AJ7914.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7914
 AJ7914.The ellipsoidal height was determined by GPS observations
 AJ7914.and is referenced to NAD 83.
 AJ7914
 AJ7914.The geoid height was determined by GEOID03.
 AJ7914
 AJ7914;                    North         East     Units Scale Factor Converg.
 AJ7914;SPC MI S     -    89,345.804 4,104,814.998   MT  0.99995914   +0 51 54.2
 AJ7914;SPC MI S     -   293,129.28 13,467,240.81   iFT  0.99995914   +0 51 54.2
 AJ7914
 AJ7914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7914!SPC MI S     -   0.99997705  x   0.99995914  =   0.99993619
 AJ7914
 AJ7914                          SUPERSEDED SURVEY CONTROL
 AJ7914
 AJ7914  NAD 83(CORS)-  42 17 50.01855(N)    083 05 43.90243(W) AD(1996.00) c
 AJ7914  NAD 83(CORS)-  42 17 50.01855(N)    083 05 43.90243(W) AD(1997.00) c
 AJ7914  ELLIP H (05/??/96)  146.35   (m)                       GP(1997.00) c c
 AJ7914  ELLIP H (05/??/96)  146.35   (m)                       GP(1996.00) c c
 AJ7914
 AJ7914.Superseded values are not recommended for survey control.
 AJ7914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7914.See file dsdata.txt to determine how the superseded data were derived.
 AJ7914
 AJ7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2726084904(NAD 83)
 AJ7914_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7914
 AJ7914                          STATION DESCRIPTION
 AJ7914
 AJ7914'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7914'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7914'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7914'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7914'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7914'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1341 ***********************************************************************
 NE1341  DESIGNATION -  DETROIT AMBASSADOR BR N TOWER
 NE1341  PID         -  NE1341
 NE1341  STATE/COUNTY-  MI/WAYNE
 NE1341  USGS QUAD   -  DETROIT (1980)
 NE1341
 NE1341                         *CURRENT SURVEY CONTROL
 NE1341  ___________________________________________________________________
 NE1341* NAD 83(1994)-  42 18 52.06529(N)    083 04 32.42859(W)     ADJUSTED  
 NE1341* NAVD 88     -                                                        
 NE1341  ___________________________________________________________________
 NE1341  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 NE1341  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE1341
 NE1341  HORZ ORDER  -  THIRD
 NE1341
 NE1341.The horizontal coordinates were established by classical geodetic methods
 NE1341.and adjusted by the National Geodetic Survey in February 1997..
 NE1341
 NE1341
 NE1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1341
 NE1341.The geoid height was determined by GEOID03.
 NE1341
 NE1341;                    North         East     Units Scale Factor Converg.
 NE1341;SPC MI S     -    91,284.891 4,106,422.607   MT  0.99995612   +0 52 42.8
 NE1341;SPC MI S     -   299,491.11 13,472,515.11   iFT  0.99995612   +0 52 42.8
 NE1341;UTM  17      - 4,686,777.975   328,942.949   MT  0.99996003   -1 23 51.6
 NE1341
 NE1341                          SUPERSEDED SURVEY CONTROL
 NE1341
 NE1341  NAD 83(1986)-  42 18 52.07335(N)    083 04 32.45938(W) AD(       ) 4
 NE1341  NAD 27      -  42 18 51.93300(N)    083 04 32.73700(W) AD(       ) 3
 NE1341
 NE1341.Superseded values are not recommended for survey control.
 NE1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1341.See file dsdata.txt to determine how the superseded data were derived.
 NE1341
 NE1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2894386778(NAD 83)
 NE1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1341+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 NE1341
 NE1341  HISTORY     - Date     Condition        Report By
 NE1341  HISTORY     - 1957     MONUMENTED       CGS
 NE1341  HISTORY     - 1977     GOOD             NGS
 NE1341  HISTORY     - 1984     GOOD             USPSQD
 NE1341  HISTORY     - 1988     GOOD             USPSQD
 NE1341  HISTORY     - 19910712 GOOD             USPSQD
 NE1341  HISTORY     - 19970104 GOOD             USPSQD
 NE1341  HISTORY     - 19990925 GOOD             USPSQD
 NE1341  HISTORY     - 20050831 GOOD             USPSQD
 NE1341
 NE1341                          STATION DESCRIPTION
 NE1341
 NE1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1341'THE STATIONS ARE THE CENTER OF THE TOPS OF THE N AND S
 NE1341'BRIDGE TOWERS OVER
 NE1341'THE DETROIT RIVER.  THE N TOWER IS LOCATED ON
 NE1341'THE DETROIT APPROACH SIDE, AND THE S
 NE1341'TOWER IS ON THE WINDSOR APPROACH
 NE1341'SIDE.
 NE1341'
 NE1341'THESE ARE INTERSECTION STATIONS.
 NE1341
 NE1341                          STATION RECOVERY (1977)
 NE1341
 NE1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1341'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1341'
 NE1341'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DETROIT.
 NE1341
 NE1341                          STATION RECOVERY (1984)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1341'NORTH TOWER FOUND OK.
 NE1341'HORIZONTAL CONTROL.
 NE1341
 NE1341                          STATION RECOVERY (1988)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (1991)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (1997)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (1999)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1341'RECOVERED IN GOOD CONDITION.
 NE1341
 NE1341                          STATION RECOVERY (2005)
 NE1341
 NE1341'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1116 ***********************************************************************
 NE1116  DESIGNATION -  DETROIT BRIGGS BODY CO STACK
 NE1116  PID         -  NE1116
 NE1116  STATE/COUNTY-  MI/WAYNE
 NE1116  USGS QUAD   -  GROSSE POINTE (1983)
 NE1116
 NE1116                         *CURRENT SURVEY CONTROL
 NE1116  ___________________________________________________________________
 NE1116* NAD 83(1994)-  42 23 12.07002(N)    082 58 52.81513(W)     ADJUSTED  
 NE1116* NAVD 88     -                                                        
 NE1116  ___________________________________________________________________
 NE1116  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NE1116  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1116
 NE1116  HORZ ORDER  -  THIRD
 NE1116
 NE1116.The horizontal coordinates were established by classical geodetic methods
 NE1116.and adjusted by the National Geodetic Survey in February 1997..
 NE1116
 NE1116
 NE1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1116
 NE1116.The geoid height was determined by GEOID03.
 NE1116
 NE1116;                    North         East     Units Scale Factor Converg.
 NE1116;SPC MI S     -    99,429.604 4,114,066.589   MT  0.99994446   +0 56 33.9
 NE1116;SPC MI S     -   326,212.61 13,497,593.80   iFT  0.99994446   +0 56 33.9
 NE1116;UTM  17      - 4,694,612.435   336,904.506   MT  0.99992729   -1 20 09.5
 NE1116
 NE1116                          SUPERSEDED SURVEY CONTROL
 NE1116
 NE1116  NAD 83(1986)-  42 23 12.07705(N)    082 58 52.84767(W) AD(       ) 4
 NE1116  NAD 27      -  42 23 11.94200(N)    082 58 53.13500(W) AD(       ) 3
 NE1116
 NE1116.Superseded values are not recommended for survey control.
 NE1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1116.See file dsdata.txt to determine how the superseded data were derived.
 NE1116
 NE1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3690594612(NAD 83)
 NE1116
 NE1116  HISTORY     - Date     Condition        Report By
 NE1116  HISTORY     - UNK      MONUMENTED
 NE1116  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NE1116
 NE1116                          STATION DESCRIPTION
 NE1116
 NE1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NE1116'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0645 ***********************************************************************
 NE0645  DESIGNATION -  DETROIT C OF D
 NE0645  PID         -  NE0645
 NE0645  STATE/COUNTY-  MI/WAYNE
 NE0645  USGS QUAD   -  DETROIT (1980)
 NE0645
 NE0645                         *CURRENT SURVEY CONTROL
 NE0645  ___________________________________________________________________
 NE0645* NAD 83(1986)-  42 20 27.     (N)    083 00 33.     (W)     SCALED    
 NE0645* NAVD 88     -       177.947  (meters)     583.81   (feet)  ADJUSTED  
 NE0645  ___________________________________________________________________
 NE0645  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0645  DYNAMIC HT  -         177.895 (meters)     583.64  (feet)  COMP
 NE0645  MODELED GRAV-     980,323.7   (mgal)                       NAVD 88
 NE0645
 NE0645  VERT ORDER  -  FIRST     CLASS 0
 NE0645
 NE0645.The horizontal coordinates were scaled from a topographic map and have
 NE0645.an estimated accuracy of +/- 6 seconds.
 NE0645
 NE0645.The orthometric height was determined by differential leveling
 NE0645.and adjusted by the National Geodetic Survey in June 1991..
 NE0645
 NE0645.The geoid height was determined by GEOID03.
 NE0645
 NE0645.The dynamic height is computed by dividing the NAVD 88
 NE0645.geopotential number by the normal gravity value computed on the
 NE0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0645.degrees latitude (g = 980.6199 gals.).
 NE0645
 NE0645.The modeled gravity was interpolated from observed gravity values.
 NE0645
 NE0645;                    North         East    Units  Estimated Accuracy
 NE0645;SPC MI S     -    94,300.    4,111,860.      MT  (+/- 180 meters Scaled)
 NE0645
 NE0645                          SUPERSEDED SURVEY CONTROL
 NE0645
 NE0645  NGVD 29 (??/??/??)  178.115  (m)          584.37   (f) ADJUSTED    1 0
 NE0645
 NE0645.Superseded values are not recommended for survey control.
 NE0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0645.See file dsdata.txt to determine how the superseded data were derived.
 NE0645
 NE0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG344895(NAD 83)
 NE0645_MARKER: DD = SURVEY DISK
 NE0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0645_SP_SET: WATER TABLE
 NE0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0645
 NE0645  HISTORY     - Date     Condition        Report By
 NE0645  HISTORY     - 1871     MONUMENTED       MI1260
 NE0645  HISTORY     - 1970     GOOD             USLS
 NE0645  HISTORY     - 1980     GOOD             NGS
 NE0645  HISTORY     - 19991030 GOOD             USPSQD
 NE0645
 NE0645                          STATION DESCRIPTION
 NE0645
 NE0645'DESCRIBED BY US LAKE SURVEY 1970
 NE0645'IN DETROIT.
 NE0645'DETROIT IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY,
 NE0645'MICHIGAN, AT THE FOOT OF MT. ELLIOTT AVENUE, ON FOUNDATION OF
 NE0645'THE U.S. COAST GUARD DEPOT, 8.2 FEET BELOW OUTER EDGE OF THE
 NE0645'WATER TABLE, ON WEST DOOR JAMB OF THE SOUTH DOOR, BEING CENTER
 NE0645'OF CROSS CUT IN THE STONE.  NOTE-- PREV. DESIG. BM DETROIT 1871.
 NE0645
 NE0645                          STATION RECOVERY (1980)
 NE0645
 NE0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0645'IN DETROIT, NEAR THE FOOT OF MT. ELLIOT AVENUE, AT THE U.S. COAST
 NE0645'GUARD DEPOT BUILDING, A CHISELED CROSS VERTICALLY IN THE WEST
 NE0645'DOOR JAM OF A U SHAPED ENTRANCE ON THE SOUTH SIDE OF THE BUILDING.
 NE0645'45.7 METERS (150 FEET) WEST OF THE WEST CURB OF MT. ELLIOT, 0.2
 NE0645'METER (0.7 FOOT) EAST OF THE COPING ON THE WEST SIDE OF THE ENTRANCE,
 NE0645'0.5 METER (1.8 FEET) WEST OF THE WEST EDGE OF THE U SHAPED ENTRANCE.
 NE0645'THE MARK IS 1.0 M ABOVE PAVEMENT..
 NE0645
 NE0645                          STATION RECOVERY (1999)
 NE0645
 NE0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0645'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1103 ***********************************************************************
 NE1103  DESIGNATION -  DETROIT CHRYSLER CO PLANT STK
 NE1103  PID         -  NE1103
 NE1103  STATE/COUNTY-  MI/WAYNE
 NE1103  USGS QUAD   -  BELLE ISLE (1980)
 NE1103
 NE1103                         *CURRENT SURVEY CONTROL
 NE1103  ___________________________________________________________________
 NE1103* NAD 83(1994)-  42 22 17.58098(N)    082 57 44.20297(W)     ADJUSTED  
 NE1103* NAVD 88     -                                                        
 NE1103  ___________________________________________________________________
 NE1103  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NE1103  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE1103
 NE1103  HORZ ORDER  -  THIRD
 NE1103
 NE1103.The horizontal coordinates were established by classical geodetic methods
 NE1103.and adjusted by the National Geodetic Survey in February 1997..
 NE1103
 NE1103
 NE1103.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1103
 NE1103.The geoid height was determined by GEOID03.
 NE1103
 NE1103;                    North         East     Units Scale Factor Converg.
 NE1103;SPC MI S     -    97,774.629 4,115,663.779   MT  0.99994677   +0 57 20.6
 NE1103;SPC MI S     -   320,782.90 13,502,833.92   iFT  0.99994677   +0 57 20.6
 NE1103;UTM  17      - 4,692,895.303   338,434.602   MT  0.99992118   -1 19 21.8
 NE1103
 NE1103                          SUPERSEDED SURVEY CONTROL
 NE1103
 NE1103  NAD 83(1986)-  42 22 17.58831(N)    082 57 44.23551(W) AD(       ) 4
 NE1103  NAD 27      -  42 22 17.45300(N)    082 57 44.52100(W) AD(       ) 3
 NE1103
 NE1103.Superseded values are not recommended for survey control.
 NE1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1103.See file dsdata.txt to determine how the superseded data were derived.
 NE1103
 NE1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3843592895(NAD 83)
 NE1103
 NE1103  HISTORY     - Date     Condition        Report By
 NE1103  HISTORY     - UNK      MONUMENTED
 NE1103  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1103  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NE1103  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NE1103  HISTORY     - 1977     GOOD             NGS
 NE1103  HISTORY     - 19910725 MARK NOT FOUND   USPSQD
 NE1103
 NE1103                          STATION DESCRIPTION
 NE1103
 NE1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 NE1103'ACCORDING TO INFORMATION
 NE1103'RECEIVED AT THE
 NE1103'CHRYSLER PLANT THIS WAS THE ONLY STACK
 NE1103'THERE IN 1932.  IT IS A LARGE GRAY
 NE1103'BRICK OR CONCRETE STACK LOCATED
 NE1103'AT THE JEFFERSON AVE.  PLANT OF CHRYSLER CO.  IT IS
 NE1103'IN THE
 NE1103'APPROXIMATE CENTER OF THE PART OF THE PLANT BOUNDED BY JEFFERSON,
 NE1103'CONNER AND
 NE1103'KERCHEVAL AVENUES AND COREY ROAD.  (THE PLANT COVERS
 NE1103'SEVERAL BLOCKS.) THE STACK
 NE1103'IS JUST N OF A LARGE CHRYSLER SIGN
 NE1103'AND S OF TWO LOW-METAL STACKS.  THE CHRYSLER
 NE1103'SIGN COULD BE THE
 NE1103'SIGN REFERRED TO IN TRIANGULATION STATION AS STEM OF Y IN
 NE1103'CHRYSLER
 NE1103'SIGN 1932, BUT PLANT OFFICIALS THINK THE SIGN HAS BEEN
 NE1103'REPLACED AT LEAST ONCE
 NE1103'SINCE 1932.
 NE1103
 NE1103                          STATION RECOVERY (1966)
 NE1103
 NE1103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1103'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE 1957
 NE1103'DESCRIPTION IS
 NE1103'COMPLETE AND ADEQUATE.
 NE1103
 NE1103                          STATION RECOVERY (1974)
 NE1103
 NE1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 NE1103'THE STATION WAS RECOVERED AS DESCRIBED.
 NE1103
 NE1103                          STATION RECOVERY (1977)
 NE1103
 NE1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1103'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE STACK
 NE1103'IS 228 FEET ABOVE THE GROUND, AND IS MADE OF CONCRETE.
 NE1103'
 NE1103'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST DETROIT.
 NE1103
 NE1103                          STATION RECOVERY (1991)
 NE1103
 NE1103'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1319 ***********************************************************************
 NE1319  DESIGNATION -  DETROIT CHRYSLER CORP ANTENNA
 NE1319  PID         -  NE1319
 NE1319  STATE/COUNTY-  MI/WAYNE
 NE1319  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1319
 NE1319                         *CURRENT SURVEY CONTROL
 NE1319  ___________________________________________________________________
 NE1319* NAD 83(1994)-  42 24 27.64466(N)    083 00 47.81797(W)     ADJUSTED  
 NE1319* NAVD 88     -                                                        
 NE1319  ___________________________________________________________________
 NE1319  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 NE1319  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE1319
 NE1319  HORZ ORDER  -  THIRD
 NE1319
 NE1319.This mark is at Detroit City Airport (DET)
 NE1319
 NE1319.The horizontal coordinates were established by classical geodetic methods
 NE1319.and adjusted by the National Geodetic Survey in February 1997..
 NE1319
 NE1319
 NE1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1319
 NE1319.The geoid height was determined by GEOID03.
 NE1319
 NE1319;                    North         East     Units Scale Factor Converg.
 NE1319;SPC MI S     -   101,718.307 4,111,398.998   MT  0.99994136   +0 55 15.7
 NE1319;SPC MI S     -   333,721.48 13,488,841.86   iFT  0.99994136   +0 55 15.7
 NE1319;UTM  17      - 4,697,005.377   334,330.060   MT  0.99993770   -1 21 29.0
 NE1319
 NE1319                          SUPERSEDED SURVEY CONTROL
 NE1319
 NE1319  NAD 83(1986)-  42 24 27.65154(N)    083 00 47.84980(W) AD(       ) 4
 NE1319  NAD 27      -  42 24 27.50799(N)    083 00 48.10602(W) AD(       ) 3
 NE1319
 NE1319.Superseded values are not recommended for survey control.
 NE1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1319.See file dsdata.txt to determine how the superseded data were derived.
 NE1319
 NE1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3433097005(NAD 83)
 NE1319_MARKER: I = METAL ROD
 NE1319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1319_MARK LOGO: CGS   
 NE1319_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1319+STABILITY: SURFACE MOTION
 NE1319
 NE1319  HISTORY     - Date     Condition        Report By
 NE1319  HISTORY     - 1966     MONUMENTED       CGS
 NE1319  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1319  HISTORY     - 1979     GOOD             NGS
 NE1319  HISTORY     - 1982     GOOD             NGS
 NE1319  HISTORY     - 19820815 GOOD             NGS
 NE1319  HISTORY     - 1988     GOOD             USPSQD
 NE1319  HISTORY     - 19910727 GOOD             USPSQD
 NE1319  HISTORY     - 19970317 GOOD             USPSQD
 NE1319  HISTORY     - 19991004 GOOD             USPSQD
 NE1319
 NE1319                          STATION DESCRIPTION
 NE1319
 NE1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1319'IN THE CITY OF DETROIT NEAR DETROIT CITY
 NE1319'AIRPORT, 0.25
 NE1319'WEST-SOUTHWEST ALONG
 NE1319'MADOLA STREET FROM FRENCH
 NE1319'STREET, WHICH
 NE1319'RUNS ALONG THE WEST SIDE OF THE AIRPORT.
 NE1319'THE ANTENNA, A THREE LEGGED TOWER
 NE1319'APPROXIMATELY 150 FEET HIGH AND PAINTED
 NE1319'ALTERNATELY RED
 NE1319'AND WHITE, IS LOCATED
 NE1319'INSIDE A 6 FOOT HIGH CHAIN LINK
 NE1319'FENCED
 NE1319'AREA AT THE NORTHERN PART OF A CHRYSLER
 NE1319'CORP.  TRUCK PARKING AREA.  THE STATION
 NE1319'IS THE LONG ROUND
 NE1319'METAL ROD IN THE
 NE1319'CENTER AT THE TOP OF THE TOWER.
 NE1319
 NE1319                          STATION RECOVERY (1971)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1319'STATION RECOVERED AS DESCRIBED.
 NE1319'
 NE1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1319
 NE1319                          STATION RECOVERY (1979)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1319'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1319'
 NE1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT
 NE1319'CITY AIRPORT.
 NE1319
 NE1319                          STATION RECOVERY (1982)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1319'THE STATION WAS RECOVERED AS DESCRIBED IN QUAD 420832 1161.
 NE1319'
 NE1319'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--NORTHEAST
 NE1319'SECTION OF DETROIT.
 NE1319
 NE1319                          STATION RECOVERY (1982)
 NE1319
 NE1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1319'IN THE CITY OF DETROIT NEAR DETROIT CITY AIRPORT, 0.25 MILE (0.40 KM)
 NE1319'WEST-SOUTHWEST ALONG MADOLA STREET FROM FRENCH STREET, WHICH RUNS
 NE1319'ALONG THE WEST SIDE OF THE AIRPORT.  THE ANTENNA, A THREE LEGGED TOWER
 NE1319'APPROXIMATELY 150 FT (45.7 M) HIGH AND PAINTED ALTERNATELY RED AND
 NE1319'WHITE, IS LOCATED INSIDE A 6 FOOT (1.8 M) HIGH CHAIN LINK FENCED AREA
 NE1319'AT THE NORTHERN PART OF A CHRYSTLER CORP TRUCK PARKING AREA. THE
 NE1319'STATION IS THE LONG ROUND METAL ROD IN THE CENTER AT THE TOP OF THE
 NE1319'TOWER.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA 1161.
 NE1319
 NE1319                          STATION RECOVERY (1988)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1319'RECOVERED IN GOOD CONDITION.
 NE1319
 NE1319                          STATION RECOVERY (1991)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1319'RECOVERED IN GOOD CONDITION.
 NE1319
 NE1319                          STATION RECOVERY (1997)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1319'RECOVERED IN GOOD CONDITION.
 NE1319
 NE1319                          STATION RECOVERY (1999)
 NE1319
 NE1319'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1321 ***********************************************************************
 NE1321  DESIGNATION -  DETROIT CITY AIRPORT ARP 1966
 NE1321  PID         -  NE1321
 NE1321  STATE/COUNTY-  MI/WAYNE
 NE1321  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1321
 NE1321                         *CURRENT SURVEY CONTROL
 NE1321  ___________________________________________________________________
 NE1321* NAD 83(1994)-  42 24 33.65420(N)    083 00 33.45270(W)     ADJUSTED  
 NE1321* NAVD 88     -       189.9    (meters)     623.     (feet)  VERTCON   
 NE1321  ___________________________________________________________________
 NE1321  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 NE1321  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE1321
 NE1321  HORZ ORDER  -  THIRD
 NE1321
 NE1321.This mark is at Detroit City Airport (DET)
 NE1321
 NE1321.The horizontal coordinates were established by classical geodetic methods
 NE1321.and adjusted by the National Geodetic Survey in February 1997..
 NE1321
 NE1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1321
 NE1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1321
 NE1321.The geoid height was determined by GEOID03.
 NE1321
 NE1321;                    North         East     Units Scale Factor Converg.
 NE1321;SPC MI S     -   101,908.989 4,111,724.433   MT  0.99994112   +0 55 25.4
 NE1321;SPC MI S     -   334,347.08 13,489,909.56   iFT  0.99994112   +0 55 25.4
 NE1321;UTM  17      - 4,697,182.966   334,662.818   MT  0.99993635   -1 21 19.5
 NE1321
 NE1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1321!SPC MI S     -   0.99997563  x   0.99994112  =   0.99991675
 NE1321!UTM  17      -   0.99997563  x   0.99993635  =   0.99991198
 NE1321
 NE1321:                Primary Azimuth Mark                     Grid Az
 NE1321:SPC MI S     -  DETROIT CITY AIRPORT DF                  094 56 34.0
 NE1321:UTM  17      -  DETROIT CITY AIRPORT DF                  097 13 18.9
 NE1321
 NE1321|---------------------------------------------------------------------|
 NE1321| PID    Reference Object                     Distance      Geod. Az  |
 NE1321|                                                           dddmmss.s |
 NE1321| NE1326 DETROIT CITY AIRPORT DF             457.750 METERS 0955159.4 |
 NE1321| NE1325 DETROIT CITY APT AP STA A           469.261 METERS 1330456.3 |
 NE1321| NE1319 DETROIT CHRYSLER CORP ANTENNA       377.205 METERS 24033     |
 NE1321| NE1320 DETROIT CITY APT BM ARP 1966        403.622 METERS 3261834.6 |
 NE1321| NE1317 DETROIT CITY APT AP STA B           APPROX. 1.1 KM 3273703.0 |
 NE1321| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 4.6 KM 3281304.8 |
 NE1321|---------------------------------------------------------------------|
 NE1321
 NE1321                          SUPERSEDED SURVEY CONTROL
 NE1321
 NE1321  NAD 83(1986)-  42 24 33.66099(N)    083 00 33.48493(W) AD(       ) 3
 NE1321  NAD 27      -  42 24 33.51466(N)    083 00 33.75079(W) AD(       ) 3
 NE1321  NGVD 29 (07/19/86)  190.0    (m)          623.     (f) VERT ANG       
 NE1321
 NE1321.Superseded values are not recommended for survey control.
 NE1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1321.See file dsdata.txt to determine how the superseded data were derived.
 NE1321
 NE1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3466397183(NAD 83)
 NE1321_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1321_STAMPING: ARP 1966
 NE1321_MARK LOGO: CGS   
 NE1321_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1321+STABILITY: SURFACE MOTION
 NE1321
 NE1321  HISTORY     - Date     Condition        Report By
 NE1321  HISTORY     - 1966     MONUMENTED       CGS
 NE1321  HISTORY     - 1966     MARK NOT FOUND   USPSQD
 NE1321  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1321  HISTORY     - 1979     GOOD             NGS
 NE1321  HISTORY     - 19900911 GOOD             NGS
 NE1321  HISTORY     - 19991004 GOOD             USPSQD
 NE1321
 NE1321                          STATION DESCRIPTION
 NE1321
 NE1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1321'THE STATION IS AT DETROIT CITY AIRPORT, IN LINE WITH THE NORTH EDGE
 NE1321'OF SIDEWALK ON SOUTH SIDE OF
 NE1321'MADOLA STREET, 17.8 FEET EAST-NORTHEAST OF FENCE, 30.4 FEET
 NE1321'NORTH OF AN OLD SPOTLIGHT MOUNTED
 NE1321'ON A PIPE, 216.6 FEET NORTH OF NORTHEAST
 NE1321'CORNER OF YELLOW BRICK BUILDING, 323.7 FEET
 NE1321'WEST-SOUTHWEST OF WEST EDGE OF
 NE1321'RUNWAY 15-33.  THE STATION IS A STANDARD TOPOGRAPHIC STATION
 NE1321'DISK SET IN THE TOP OF A
 NE1321'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED ARP 1966.
 NE1321
 NE1321                          STATION RECOVERY (1966)
 NE1321
 NE1321'RECOVERY NOTE BY US POWER SQUADRON 1966 (IEE)
 NE1321'MARK NOT FOUND.
 NE1321
 NE1321                          STATION RECOVERY (1971)
 NE1321
 NE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1321'STATION RECOVERED AS DESCRIBED.
 NE1321'
 NE1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1321
 NE1321                          STATION RECOVERY (1979)
 NE1321
 NE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1321'RECOVERED IN GOOD CONDITION AS DESCRIBED WITH THE FOLLOWING
 NE1321'EXCEPTION--THE YELLOW BRICK BUILDING HAS BEEN REMOVED.
 NE1321'
 NE1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1321'AIRPORT.
 NE1321
 NE1321                          STATION RECOVERY (1990)
 NE1321
 NE1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NE1321'THE STATION IS LOCATED AT THE DETROIT CITY AIRPORT NEAR THE WEST SIDE
 NE1321'OF THE AIRPORT.  IT IS 223.31 FT (68.07 M) NORTHWEST OF THE CENTER OF
 NE1321'THE BASE OF THE GS (33) ANTENNA, 323.7 FT (98.7 M) SOUTHWEST OF THE
 NE1321'SOUTHWEST EDGE OF RUNWAY 15/33, 16.2 FT (4.9 M) NORTHEAST OF A 6-FT
 NE1321'CHAIN LINE FENCE AND 8.3 FT (2.5 M) NORTHWEST OF A FENCELINE EXTENDED
 NE1321'WHICH IS LOCATED ON THE SOUTHWEST SIDE OF FRENCH STREET.  THE STATION
 NE1321'IS A STANDARD TOPOGRAPHICAL DISK STAMPED ARP 1966 SET IN THE TOP OF A
 NE1321'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.  NOTE, THE STATION
 NE1321'IS ALSO 20.9 FT (6.4 M) SOUTHEAST OF THE CENTER OF A METER BOX.  QUAD
 NE1321'420832 STATION 1155.
 NE1321
 NE1321                          STATION RECOVERY (1999)
 NE1321
 NE1321'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1326 ***********************************************************************
 NE1326  DESIGNATION -  DETROIT CITY AIRPORT DF
 NE1326  PID         -  NE1326
 NE1326  STATE/COUNTY-  MI/WAYNE
 NE1326  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1326
 NE1326                         *CURRENT SURVEY CONTROL
 NE1326  ___________________________________________________________________
 NE1326* NAD 83(1994)-  42 24 32.13741(N)    083 00 13.53889(W)     ADJUSTED  
 NE1326* NAVD 88     -                                                        
 NE1326  ___________________________________________________________________
 NE1326  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NE1326  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE1326
 NE1326  HORZ ORDER  -  THIRD
 NE1326
 NE1326.This mark is at Detroit City Airport (DET)
 NE1326
 NE1326.The horizontal coordinates were established by classical geodetic methods
 NE1326.and adjusted by the National Geodetic Survey in February 1997..
 NE1326
 NE1326
 NE1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1326
 NE1326.The geoid height was determined by GEOID03.
 NE1326
 NE1326;                    North         East     Units Scale Factor Converg.
 NE1326;SPC MI S     -   101,869.552 4,112,180.453   MT  0.99994118   +0 55 39.0
 NE1326;SPC MI S     -   334,217.69 13,491,405.69   iFT  0.99994118   +0 55 39.0
 NE1326;UTM  17      - 4,697,125.425   335,116.907   MT  0.99993450   -1 21 06.0
 NE1326
 NE1326                          SUPERSEDED SURVEY CONTROL
 NE1326
 NE1326  NAD 83(1986)-  42 24 32.14422(N)    083 00 13.57144(W) AD(       ) 4
 NE1326  NAD 27      -  42 24 31.99974(N)    083 00 13.84872(W) AD(       ) 3
 NE1326
 NE1326.Superseded values are not recommended for survey control.
 NE1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1326.See file dsdata.txt to determine how the superseded data were derived.
 NE1326
 NE1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3511797125(NAD 83)
 NE1326_MARKER: DD = SURVEY DISK
 NE1326_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NE1326_SP_SET: CENTER POLE
 NE1326_MARK LOGO: CGS   
 NE1326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1326
 NE1326  HISTORY     - Date     Condition        Report By
 NE1326  HISTORY     - 1966     MONUMENTED       CGS
 NE1326  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NE1326  HISTORY     - 1979     GOOD             NGS
 NE1326  HISTORY     - 19870715 GOOD             NGS
 NE1326  HISTORY     - 1988     GOOD             USPSQD
 NE1326  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE1326
 NE1326                          STATION DESCRIPTION
 NE1326
 NE1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1326'THE STATION IS AT DETROIT CITY AIRPORT,
 NE1326'ATOP THE NEW
 NE1326'TERMINAL BUILDING,
 NE1326'APPROXIMATELY ONE-THIRD OF THE
 NE1326'LENGTH
 NE1326'OF THE BUILDING NORTH OF THE BUILDINGS
 NE1326'SOUTH END, AND OPERATED BY FLIGHT
 NE1326'SERVICE.  THE
 NE1326'STATION IS THE TOP OF THE
 NE1326'CENTER POLE OF THE ORANGE
 NE1326'PAINTED DIRECTION FINDER.
 NE1326
 NE1326                          STATION RECOVERY (1971)
 NE1326
 NE1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1326'STATION RECOVERED AS DESCRIBED.
 NE1326'
 NE1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1326
 NE1326                          STATION RECOVERY (1979)
 NE1326
 NE1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1326'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1326'
 NE1326'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1326'AIRPORT.
 NE1326
 NE1326                          STATION RECOVERY (1987)
 NE1326
 NE1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (GFS)
 NE1326'THE STATION IS AT DETROIT CITY AIRPORT, ATOP THE NEW TERMINAL
 NE1326'BUILDING, APPROXIMATELY ONE-THIRD OF THE LENGTH OF THE BUILDING NORTH
 NE1326'OF THE BUILDINGS SOUTH END, AND OPERATED BY FLIGHT SERVICE.  THE
 NE1326'STATION IS THE TOP OF THE CENTER POLE OF THE ORANGE PAINTED DIRECTION
 NE1326'FINDER.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA 1160.
 NE1326
 NE1326                          STATION RECOVERY (1988)
 NE1326
 NE1326'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1326'RECOVERED IN GOOD CONDITION.
 NE1326
 NE1326                          STATION RECOVERY (1999)
 NE1326
 NE1326'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1325 ***********************************************************************
 NE1325  DESIGNATION -  DETROIT CITY APT AP STA A
 NE1325  PID         -  NE1325
 NE1325  STATE/COUNTY-  MI/WAYNE
 NE1325  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1325
 NE1325                         *CURRENT SURVEY CONTROL
 NE1325  ___________________________________________________________________
 NE1325* NAD 83(1994)-  42 24 23.26602(N)    083 00 18.46450(W)     ADJUSTED  
 NE1325* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 NE1325  ___________________________________________________________________
 NE1325  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 NE1325  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE1325
 NE1325  HORZ ORDER  -  THIRD
 NE1325
 NE1325.This mark is at Detroit City Airport (DET)
 NE1325
 NE1325.The horizontal coordinates were established by classical geodetic methods
 NE1325.and adjusted by the National Geodetic Survey in February 1997..
 NE1325
 NE1325.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1325
 NE1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1325
 NE1325.The geoid height was determined by GEOID03.
 NE1325
 NE1325;                    North         East     Units Scale Factor Converg.
 NE1325;SPC MI S     -   101,594.047 4,112,072.271   MT  0.99994154   +0 55 35.6
 NE1325;SPC MI S     -   333,313.80 13,491,050.76   iFT  0.99994154   +0 55 35.6
 NE1325;UTM  17      - 4,696,854.442   334,997.855   MT  0.99993499   -1 21 09.1
 NE1325
 NE1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1325!SPC MI S     -   0.99997565  x   0.99994154  =   0.99991719
 NE1325!UTM  17      -   0.99997565  x   0.99993499  =   0.99991064
 NE1325
 NE1325|---------------------------------------------------------------------|
 NE1325| PID    Reference Object                     Distance      Geod. Az  |
 NE1325|                                                           dddmmss.s |
 NE1325| NE1326 DETROIT CITY AIRPORT DF             296.001 METERS 02222     |
 NE1325| NE1327 AIRPORT BCN DETROIT CITY APT        296.711 METERS 09122     |
 NE1325| NE1319 DETROIT CHRYSLER CORP ANTENNA       APPROX. 0.7 KM 2812300.5 |
 NE1325| NE1321 DETROIT CITY AIRPORT ARP 1966       469.261 METERS 3130506.4 |
 NE1325| NE1317 DETROIT CITY APT AP STA B           APPROX. 1.6 KM 3231923.7 |
 NE1325| NE1314 DETROIT CHRYSLER CORP STACK         APPROX. 5.1 KM 3265039.0 |
 NE1325|---------------------------------------------------------------------|
 NE1325
 NE1325                          SUPERSEDED SURVEY CONTROL
 NE1325
 NE1325  NAD 83(1986)-  42 24 23.27303(N)    083 00 18.49701(W) AD(       ) 3
 NE1325  NAD 27      -  42 24 23.13313(N)    083 00 18.77077(W) AD(       ) 3
 NE1325  NGVD 29 (07/19/86)  189.9    (m)          623.     (f) VERT ANG       
 NE1325
 NE1325.Superseded values are not recommended for survey control.
 NE1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1325.See file dsdata.txt to determine how the superseded data were derived.
 NE1325
 NE1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3499896854(NAD 83)
 NE1325_MARKER: DT = TOPOGRAPHIC STATION DISK
 NE1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1325_STAMPING: AP 1966 STA A
 NE1325_MARK LOGO: CGS   
 NE1325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1325+STABILITY: SURFACE MOTION
 NE1325
 NE1325  HISTORY     - Date     Condition        Report By
 NE1325  HISTORY     - 1966     MONUMENTED       CGS
 NE1325  HISTORY     - 1971     GOOD             NGS
 NE1325  HISTORY     - 1979     GOOD             NGS
 NE1325  HISTORY     - 19900911 GOOD             NGS
 NE1325  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE1325
 NE1325                          STATION DESCRIPTION
 NE1325
 NE1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 NE1325'THE STATION IS AT DETROIT CITY AIRPORT, 69.8 FEET SOUTH-SOUTHEAST OF
 NE1325'THE SOUTH EDGE OF RUNWAY
 NE1325'7-25, 60.1 FEET NORTH-NORTHWEST OF THE NORTH EDGE OF AN OLD
 NE1325'TAXIWAY SOUTH OF RUNWAY 7-25,
 NE1325'148.9 FEET WEST-SOUTHWEST OF THE WEST EDGE OF
 NE1325'AN APRON, 50.9 FEET SOUTH OF THE SOUTHWEST
 NE1325'THRESHOLD LIGHT OF RUNWAY END 33,
 NE1325'53.7 FEET WEST OF THE SOUTHWEST CORNER OF A SEWER GRATING.
 NE1325'THE STATION IS A STANDARD
 NE1325'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 NE1325'WITH THE GROUND AND STAMPED
 NE1325'AP 1966 STA A.
 NE1325
 NE1325                          STATION RECOVERY (1971)
 NE1325
 NE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 NE1325'STATION RECOVERED AS DESCRIBED.
 NE1325'
 NE1325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1325
 NE1325                          STATION RECOVERY (1979)
 NE1325
 NE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1325'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NE1325'
 NE1325'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1325'AIRPORT.
 NE1325
 NE1325                          STATION RECOVERY (1990)
 NE1325
 NE1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DRM)
 NE1325'THE STATION IS LOCATED AT THE DETROIT CITY AIRPORT NEAR RUNWAY END 33
 NE1325'IN A GRASS AREA BETWEEN RUNWAY 15-33 AND 7-25 AND TAXIWAY J.  THE
 NE1325'STATION IS LOCATED 22.3 FT (6.8 M) SOUTHEAST OF THE SOUTHEAST CORNER
 NE1325'OF THE EASTERN MOST VASI FOR END 25, 26.6 FT (8.1 M) NORTHEAST OF THE
 NE1325'SOUTHWEST REIL FOR END 33, AND 11.4 FT (3.5 M) SW OF THE SW THRESHOLD
 NE1325'LIGHT FOR END 33.  THE STATION IS A STANDARD TOPOGRAPHIC DISK, STAMPED
 NE1325'AP 1966 STA A AND SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT
 NE1325'THAT IS FLUSH WITH THE SURFACE.  NOTE, PUBLISHED BY NGS QUAD 420832,
 NE1325'STA 1157.
 NE1325
 NE1325                          STATION RECOVERY (1999)
 NE1325
 NE1325'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1320 ***********************************************************************
 NE1320  DESIGNATION -  DETROIT CITY APT BM ARP 1966
 NE1320  PID         -  NE1320
 NE1320  STATE/COUNTY-  MI/WAYNE
 NE1320  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1320
 NE1320                         *CURRENT SURVEY CONTROL
 NE1320  ___________________________________________________________________
 NE1320* NAD 83(1994)-  42 24 44.53799(N)    083 00 43.24461(W)     ADJUSTED  
 NE1320* NAVD 88     -       189.66   (+/-2cm)     622.2    (feet)  VERTCON   
 NE1320  ___________________________________________________________________
 NE1320  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 NE1320  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE1320
 NE1320  HORZ ORDER  -  THIRD
 NE1320  VERT ORDER  -  THIRD ? (See Below)
 NE1320
 NE1320.This mark is at Detroit City Airport (DET)
 NE1320
 NE1320.The horizontal coordinates were established by classical geodetic methods
 NE1320.and adjusted by the National Geodetic Survey in February 1997..
 NE1320
 NE1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1320.The vertical order pertains to the NGVD 29 superseded value.
 NE1320
 NE1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1320
 NE1320.The geoid height was determined by GEOID03.
 NE1320
 NE1320;                    North         East     Units Scale Factor Converg.
 NE1320;SPC MI S     -   102,241.150 4,111,495.170   MT  0.99994069   +0 55 18.8
 NE1320;SPC MI S     -   335,436.84 13,489,157.38   iFT  0.99994069   +0 55 18.8
 NE1320;UTM  17      - 4,697,523.979   334,446.948   MT  0.99993723   -1 21 26.4
 NE1320
 NE1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1320!SPC MI S     -   0.99997566  x   0.99994069  =   0.99991635
 NE1320!UTM  17      -   0.99997566  x   0.99993723  =   0.99991289
 NE1320
 NE1320                          SUPERSEDED SURVEY CONTROL
 NE1320
 NE1320  NAD 83(1986)-  42 24 44.54472(N)    083 00 43.27680(W) AD(       ) 3
 NE1320  NAD 27      -  42 24 44.39766(N)    083 00 43.54311(W) AD(       ) 3
 NE1320  NGVD 29 (07/19/86)  189.81   (m)          622.7    (f) LEVELING    3  
 NE1320
 NE1320.Superseded values are not recommended for survey control.
 NE1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1320.See file dsdata.txt to determine how the superseded data were derived.
 NE1320
 NE1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3444797524(NAD 83)
 NE1320_MARKER: DB = BENCH MARK DISK
 NE1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1320_MARK LOGO: MI1260
 NE1320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1320+STABILITY: SURFACE MOTION
 NE1320
 NE1320  HISTORY     - Date     Condition        Report By
 NE1320  HISTORY     - 1966     MONUMENTED       MI1260
 NE1320  HISTORY     - 1979     GOOD             NGS
 NE1320  HISTORY     - 19900915 GOOD             NGS
 NE1320  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE1320
 NE1320                          STATION DESCRIPTION
 NE1320
 NE1320'DESCRIBED BY CITY OF DETROIT MICHIGAN 1966 (ETO)
 NE1320'THE STATION IS AT DETROIT CITY AIRPORT, ON THE WEST SIDE OF THE
 NE1320'FIELD, 39.5 FEET EAST OF
 NE1320'SOUTHEAST CORNER OF YELLOW BRICK BUILDING, 135 FEET NORTH OF EXTENDED
 NE1320'CENTERLINE OF LEANDER
 NE1320'AVENUE, 254.2 FEET WEST OF WEST EDGE OF RUNWAY 15-33.  AN
 NE1320'UNSTAMPED CITY OF DETROIT BENCH MARK
 NE1320'DISK SET IN A PRECAST CONCRETE MONUMENT
 NE1320'AND FLUSH WITH THE GROUND.
 NE1320
 NE1320                          STATION RECOVERY (1979)
 NE1320
 NE1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (DAH)
 NE1320'RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT THE YELLOW
 NE1320'BRICK BUILDING HAS BEEN REMOVED.
 NE1320'
 NE1320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT CITY
 NE1320'AIRPORT.
 NE1320
 NE1320                          STATION RECOVERY (1990)
 NE1320
 NE1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DRM)
 NE1320'THE STATION IS AT DETROIT CITY AIRPORT, ON THE WEST SIDE OF THE FIELD,
 NE1320'135 FT (41.1 M) NORTH OF THE EXTENDED CENTERLINE OF LEANDER AVENUE,
 NE1320'254.2 FT (77.5 M) WEST OF THE WEST EDGE OF RUNWAY 15-33.  AN UNSTAMPED
 NE1320'CITY OF DETROIT BENCH MARK DISK SET IN A PRECAST CONCRETE MONUMENT AND
 NE1320'FLUSH WITH THE GROUND.  NOTE, PUBLISHED BY GEODESY QUAD 420832 STA
 NE1320'1156.
 NE1320
 NE1320                          STATION RECOVERY (1999)
 NE1320
 NE1320'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1373 ***********************************************************************
 NE1373  DESIGNATION -  DETROIT DUNS SCOTUS COLLEGE CH
 NE1373  PID         -  NE1373
 NE1373  STATE/COUNTY-  MI/OAKLAND
 NE1373  USGS QUAD   -  ROYAL OAK (1981)
 NE1373
 NE1373                         *CURRENT SURVEY CONTROL
 NE1373  ___________________________________________________________________
 NE1373* NAD 83(1994)-  42 27 37.05817(N)    083 14 39.66836(W)     ADJUSTED  
 NE1373* NAVD 88     -                                                        
 NE1373  ___________________________________________________________________
 NE1373  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 NE1373  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 NE1373
 NE1373  HORZ ORDER  -  THIRD
 NE1373
 NE1373.The horizontal coordinates were established by classical geodetic methods
 NE1373.and adjusted by the National Geodetic Survey in February 1997..
 NE1373
 NE1373
 NE1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1373
 NE1373.The geoid height was determined by GEOID03.
 NE1373
 NE1373;                    North         East     Units Scale Factor Converg.
 NE1373;SPC MI S     -   107,282.334 4,092,302.668   MT  0.99993419   +0 45 49.6
 NE1373;SPC MI S     -   351,976.16 13,426,189.86   iFT  0.99993419   +0 45 49.6
 NE1373;UTM  17      - 4,703,324.688   315,469.357   MT  1.00001897   -1 30 56.0
 NE1373
 NE1373                          SUPERSEDED SURVEY CONTROL
 NE1373
 NE1373  NAD 83(1986)-  42 27 37.06403(N)    083 14 39.69793(W) AD(       ) 4
 NE1373  NAD 27      -  42 27 36.94000(N)    083 14 39.95200(W) AD(       ) 3
 NE1373
 NE1373.Superseded values are not recommended for survey control.
 NE1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1373.See file dsdata.txt to determine how the superseded data were derived.
 NE1373
 NE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1546903325(NAD 83)
 NE1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1373+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1373
 NE1373  HISTORY     - Date     Condition        Report By
 NE1373  HISTORY     - UNK      FIRST OBSERVED
 NE1373  HISTORY     - 1977     GOOD             NGS
 NE1373  HISTORY     - 19910623 GOOD             USPSQD
 NE1373  HISTORY     - 20000826 GOOD             USPSQD
 NE1373  HISTORY     - 20050819 GOOD             USPSQD
 NE1373
 NE1373                          STATION DESCRIPTION
 NE1373
 NE1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1373'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THIS INTERSECTION
 NE1373'STATION IS LOCATED ON THE NW CORNER OF THE CHURCH SECTION OF THE
 NE1373'COLLEGE.  THERE IS A CROSS ON THE APEX OF THE RED ROOF OF THE
 NE1373'BELFRY, WITH DUAL ARCH WINDOWS ON ALL FOUR SIDES OF THE BELFRY.
 NE1373'THE BELFRY IS MADE OF RED BRICK AND IS ABOUT 175 FEET HIGH.  IT
 NE1373'IS ABOUT 1200 FEET WEST OF EVERGREEN ROAD AND 800 FEET NORTH OF 9
 NE1373'MILE ROAD.
 NE1373'
 NE1373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1373
 NE1373                          STATION RECOVERY (1991)
 NE1373
 NE1373'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1373'RECOVERED IN GOOD CONDITION.
 NE1373
 NE1373                          STATION RECOVERY (2000)
 NE1373
 NE1373'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1373'DUNS SCOTUS SEMINARY IS NO LONGER THE NAME. NEW NAME IS WORD OF FAITH
 NE1373'INTERNATIONAL CHRISTIAN CENTER.
 NE1373
 NE1373                          STATION RECOVERY (2005)
 NE1373
 NE1373'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1373'THE ADDRESS IS 20000 W. NINE MILE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1105 ***********************************************************************
 NE1105  DESIGNATION -  DETROIT EDISON CO PLANT N STK
 NE1105  PID         -  NE1105
 NE1105  STATE/COUNTY-  MI/WAYNE
 NE1105  USGS QUAD   -  BELLE ISLE (1980)
 NE1105
 NE1105                         *CURRENT SURVEY CONTROL
 NE1105  ___________________________________________________________________
 NE1105* NAD 83(1994)-  42 21 31.89870(N)    082 57 35.91078(W)     ADJUSTED  
 NE1105* NAVD 88     -                                                        
 NE1105  ___________________________________________________________________
 NE1105  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 NE1105  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE1105
 NE1105  HORZ ORDER  -  THIRD
 NE1105
 NE1105.The horizontal coordinates were established by classical geodetic methods
 NE1105.and adjusted by the National Geodetic Survey in February 1997..
 NE1105
 NE1105
 NE1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1105
 NE1105.The geoid height was determined by GEOID03.
 NE1105
 NE1105;                    North         East     Units Scale Factor Converg.
 NE1105;SPC MI S     -    96,368.509 4,115,877.014   MT  0.99994877   +0 57 26.3
 NE1105;SPC MI S     -   316,169.65 13,503,533.51   iFT  0.99994877   +0 57 26.3
 NE1105;UTM  17      - 4,691,481.856   338,591.766   MT  0.99992056   -1 19 15.1
 NE1105
 NE1105                          SUPERSEDED SURVEY CONTROL
 NE1105
 NE1105  NAD 83(1986)-  42 21 31.90615(N)    082 57 35.94313(W) AD(       ) 4
 NE1105  NAD 27      -  42 21 31.77100(N)    082 57 36.22900(W) AD(       ) 3
 NE1105
 NE1105.Superseded values are not recommended for survey control.
 NE1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1105.See file dsdata.txt to determine how the superseded data were derived.
 NE1105
 NE1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3859291482(NAD 83)
 NE1105_MARKER: 63 = STACK
 NE1105
 NE1105  HISTORY     - Date     Condition        Report By
 NE1105  HISTORY     - UNK      FIRST OBSERVED
 NE1105  HISTORY     - 1977     GOOD             NGS
 NE1105  HISTORY     - 19910712 GOOD             USPSQD
 NE1105  HISTORY     - 19970318 MARK NOT FOUND   USPSQD
 NE1105
 NE1105                          STATION DESCRIPTION
 NE1105
 NE1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1105'THIS STATION WAS RECOVERED IN GOOD CONDITION.  IT IS BELIEVED THAT
 NE1105'THIS STATION WAS THE NORTH STACK OF SEVEN IDENTICAL STACKS AT THE
 NE1105'POWER PLANT.  SINCE THE STATION WAS ESTABLISHED, THERE HAS BEEN TWO
 NE1105'ADDITIONAL STACKS BUILT ON THE NORTH SIDE OF THE ORIGINAL SEVEN.
 NE1105'THESE TWO STACKS ARE SLIGHTLY DIFFERENT FROM THE OTHER SEVEN BUT
 NE1105'ARE THE SAME HEIGHTH.  THE PLANT IS LOCATED 1500 FEET SOUTHEAST OF
 NE1105'FREUD AVENUE AND 400 FEET EAST OF LYCASTE STREET, AND 1500 FEET
 NE1105'NORTH OF THE SHORELINE.
 NE1105'
 NE1105'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EAST DETROIT.
 NE1105
 NE1105                          STATION RECOVERY (1991)
 NE1105
 NE1105'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1105'RECOVERED IN GOOD CONDITION.
 NE1105
 NE1105                          STATION RECOVERY (1997)
 NE1105
 NE1105'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1351 ***********************************************************************
 NE1351  DESIGNATION -  DETROIT FISHER BLDG E FINIAL
 NE1351  PID         -  NE1351
 NE1351  STATE/COUNTY-  MI/WAYNE
 NE1351  USGS QUAD   -  DETROIT (1980)
 NE1351
 NE1351                         *CURRENT SURVEY CONTROL
 NE1351  ___________________________________________________________________
 NE1351* NAD 83(1994)-  42 22 09.51801(N)    083 04 37.01858(W)     ADJUSTED  
 NE1351* NAVD 88     -                                                        
 NE1351  ___________________________________________________________________
 NE1351  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NE1351  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NE1351
 NE1351  HORZ ORDER  -  THIRD
 NE1351
 NE1351.The horizontal coordinates were established by classical geodetic methods
 NE1351.and adjusted by the National Geodetic Survey in February 1997..
 NE1351
 NE1351
 NE1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1351
 NE1351.The geoid height was determined by GEOID03.
 NE1351
 NE1351;                    North         East     Units Scale Factor Converg.
 NE1351;SPC MI S     -    97,374.780 4,106,224.190   MT  0.99994712   +0 52 39.7
 NE1351;SPC MI S     -   319,471.06 13,471,864.14   iFT  0.99994712   +0 52 39.7
 NE1351;UTM  17      - 4,692,870.989   328,986.642   MT  0.99995984   -1 24 00.0
 NE1351
 NE1351                          SUPERSEDED SURVEY CONTROL
 NE1351
 NE1351  NAD 83(1986)-  42 22 09.52522(N)    083 04 37.04954(W) AD(       ) 4
 NE1351  NAD 27      -  42 22 09.38100(N)    083 04 37.32100(W) AD(       ) 3
 NE1351
 NE1351.Superseded values are not recommended for survey control.
 NE1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1351.See file dsdata.txt to determine how the superseded data were derived.
 NE1351
 NE1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2898792871(NAD 83)
 NE1351
 NE1351  HISTORY     - Date     Condition        Report By
 NE1351  HISTORY     - UNK      MONUMENTED
 NE1351  HISTORY     - 1977     GOOD             NGS
 NE1351  HISTORY     - 1988     GOOD             USPSQD
 NE1351  HISTORY     - 1989     GOOD             USPSQD
 NE1351  HISTORY     - 19970105 GOOD             USPSQD
 NE1351  HISTORY     - 19970320 GOOD             USPSQD
 NE1351  HISTORY     - 19990925 GOOD             USPSQD
 NE1351
 NE1351                          STATION DESCRIPTION
 NE1351
 NE1351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1351'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE
 NE1351'EAST FLAGPOLE ON THE TOP OF THE FISHER BUILDING, AT THE
 NE1351'INTERSECTION OF WEST GRAND BOULEVARD AND SECOND AVENUE, IN THE
 NE1351'NORTHWESTERN SECTION OF DETROIT.
 NE1351'
 NE1351'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1351
 NE1351                          STATION RECOVERY (1988)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1989)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1997)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1997)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1351'RECOVERED IN GOOD CONDITION.
 NE1351
 NE1351                          STATION RECOVERY (1999)
 NE1351
 NE1351'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1352 ***********************************************************************
 NE1352  DESIGNATION -  DETROIT FISHER BLDG W FINIAL
 NE1352  PID         -  NE1352
 NE1352  STATE/COUNTY-  MI/WAYNE
 NE1352  USGS QUAD   -  DETROIT (1980)
 NE1352
 NE1352                         *CURRENT SURVEY CONTROL
 NE1352  ___________________________________________________________________
 NE1352* NAD 83(1994)-  42 22 09.43796(N)    083 04 37.24872(W)     ADJUSTED  
 NE1352* NAVD 88     -                                                        
 NE1352  ___________________________________________________________________
 NE1352  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NE1352  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NE1352
 NE1352  HORZ ORDER  -  THIRD
 NE1352
 NE1352.The horizontal coordinates were established by classical geodetic methods
 NE1352.and adjusted by the National Geodetic Survey in February 1997..
 NE1352
 NE1352
 NE1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1352
 NE1352.The geoid height was determined by GEOID03.
 NE1352
 NE1352;                    North         East     Units Scale Factor Converg.
 NE1352;SPC MI S     -    97,372.229 4,106,218.963   MT  0.99994713   +0 52 39.5
 NE1352;SPC MI S     -   319,462.69 13,471,846.99   iFT  0.99994713   +0 52 39.5
 NE1352;UTM  17      - 4,692,868.649   328,981.317   MT  0.99995987   -1 24 00.2
 NE1352
 NE1352                          SUPERSEDED SURVEY CONTROL
 NE1352
 NE1352  NAD 83(1986)-  42 22 09.44516(N)    083 04 37.28007(W) AD(       ) 4
 NE1352  NAD 27      -  42 22 09.31400(N)    083 04 37.55200(W) AD(       ) 3
 NE1352
 NE1352.Superseded values are not recommended for survey control.
 NE1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1352.See file dsdata.txt to determine how the superseded data were derived.
 NE1352
 NE1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2898192869(NAD 83)
 NE1352_MARKER: 82 = FINIAL
 NE1352
 NE1352  HISTORY     - Date     Condition        Report By
 NE1352  HISTORY     - UNK      FIRST OBSERVED
 NE1352  HISTORY     - 1977     GOOD             NGS
 NE1352  HISTORY     - 1988     GOOD             USPSQD
 NE1352  HISTORY     - 1989     GOOD             USPSQD
 NE1352  HISTORY     - 19970105 GOOD             USPSQD
 NE1352  HISTORY     - 19970320 GOOD             USPSQD
 NE1352  HISTORY     - 19990925 GOOD             USPSQD
 NE1352
 NE1352                          STATION DESCRIPTION
 NE1352
 NE1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1352'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS THE
 NE1352'WEST FLAGPOLE ON THE TOP OF THE FISHER BUILDING, AT THE
 NE1352'INTERSECTION OF WEST GRAND AVENUE AND SECOND AVENUE, IN THE
 NE1352'NORTHWESTERN SECTION OF DETROIT.
 NE1352'
 NE1352'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1352
 NE1352                          STATION RECOVERY (1988)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1989)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1997)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1997)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1352'RECOVERED IN GOOD CONDITION.
 NE1352
 NE1352                          STATION RECOVERY (1999)
 NE1352
 NE1352'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1352'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1350 ***********************************************************************
 NE1350  DESIGNATION -  DETROIT FISHER BUILDING MAST
 NE1350  PID         -  NE1350
 NE1350  STATE/COUNTY-  MI/WAYNE
 NE1350  USGS QUAD   -  DETROIT (1980)
 NE1350
 NE1350                         *CURRENT SURVEY CONTROL
 NE1350  ___________________________________________________________________
 NE1350* NAD 83(1994)-  42 22 09.48337(N)    083 04 37.15211(W)     ADJUSTED  
 NE1350* NAVD 88     -                                                        
 NE1350  ___________________________________________________________________
 NE1350  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NE1350  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NE1350
 NE1350  HORZ ORDER  -  THIRD
 NE1350
 NE1350.The horizontal coordinates were established by classical geodetic methods
 NE1350.and adjusted by the National Geodetic Survey in February 1997..
 NE1350
 NE1350
 NE1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1350
 NE1350.The geoid height was determined by GEOID03.
 NE1350
 NE1350;                    North         East     Units Scale Factor Converg.
 NE1350;SPC MI S     -    97,373.664 4,106,221.152   MT  0.99994712   +0 52 39.6
 NE1350;SPC MI S     -   319,467.40 13,471,854.17   iFT  0.99994712   +0 52 39.6
 NE1350;UTM  17      - 4,692,869.996   328,983.561   MT  0.99995986   -1 24 00.1
 NE1350
 NE1350                          SUPERSEDED SURVEY CONTROL
 NE1350
 NE1350  NAD 83(1986)-  42 22 09.49048(N)    083 04 37.18287(W) AD(       ) 4
 NE1350  NAD 27      -  42 22 09.35573(N)    083 04 37.45941(W) AD(       ) 3
 NE1350
 NE1350.Superseded values are not recommended for survey control.
 NE1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1350.See file dsdata.txt to determine how the superseded data were derived.
 NE1350
 NE1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2898492870(NAD 83)
 NE1350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1350+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 NE1350
 NE1350  HISTORY     - Date     Condition        Report By
 NE1350  HISTORY     - 1964     MONUMENTED       CGS
 NE1350  HISTORY     - 1977     GOOD             NGS
 NE1350  HISTORY     - 1982     GOOD             NGS
 NE1350  HISTORY     - 19970105 GOOD             USPSQD
 NE1350  HISTORY     - 19970320 GOOD             USPSQD
 NE1350  HISTORY     - 19990925 GOOD             USPSQD
 NE1350  HISTORY     - 20050826 GOOD             USPSQD
 NE1350
 NE1350                          STATION DESCRIPTION
 NE1350
 NE1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1350'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 NE1350'POLE LIKE STEEL
 NE1350'STRUCTURE WITH A BLINKING RED LIGHT AT THE TOP.  IT IS MOUNTED ON THE
 NE1350'TOP AND CENTER OF THE FISHER
 NE1350'BUILDING.  THE OVERALL HEIGHT OF THE MAST AND BUILDING IS 408 FEET.
 NE1350'
 NE1350'LOCATED NEAR THE INTERSECTION OF WOODWARD AVE. AND EAST GRAND BLVD.
 NE1350'THE MAST OPERATES UNDER
 NE1350'THE CALL LETTERS OF WJR.
 NE1350
 NE1350                          STATION RECOVERY (1977)
 NE1350
 NE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1350'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE OVERALL
 NE1350'HEIGHTH OF THE BUILDING AND MAST IS 485 FEET ABOVE THE GROUND.
 NE1350'
 NE1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1350
 NE1350                          STATION RECOVERY (1982)
 NE1350
 NE1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1350'THE STATION WAS RECOVERED AS DESCRIBED.
 NE1350'
 NE1350'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN
 NE1350'DETROIT.
 NE1350
 NE1350                          STATION RECOVERY (1997)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1350'RECOVERED IN GOOD CONDITION.
 NE1350
 NE1350                          STATION RECOVERY (1997)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1350'RECOVERED IN GOOD CONDITION.
 NE1350
 NE1350                          STATION RECOVERY (1999)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1350'RECOVERED IN GOOD CONDITION.
 NE1350
 NE1350                          STATION RECOVERY (2005)
 NE1350
 NE1350'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1339 ***********************************************************************
 NE1339  DESIGNATION -  DETROIT HEART OF MARY N SPIRE
 NE1339  PID         -  NE1339
 NE1339  STATE/COUNTY-  MI/WAYNE
 NE1339  USGS QUAD   -  DETROIT (1980)
 NE1339
 NE1339                         *CURRENT SURVEY CONTROL
 NE1339  ___________________________________________________________________
 NE1339* NAD 83(1994)-  42 21 29.67052(N)    083 02 53.23634(W)     ADJUSTED  
 NE1339* NAVD 88     -                                                        
 NE1339  ___________________________________________________________________
 NE1339  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 NE1339  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE1339
 NE1339  HORZ ORDER  -  THIRD
 NE1339
 NE1339.The horizontal coordinates were established by classical geodetic methods
 NE1339.and adjusted by the National Geodetic Survey in February 1997..
 NE1339
 NE1339
 NE1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1339
 NE1339.The geoid height was determined by GEOID03.
 NE1339
 NE1339;                    North         East     Units Scale Factor Converg.
 NE1339;SPC MI S     -    96,182.253 4,108,617.628   MT  0.99994887   +0 53 50.3
 NE1339;SPC MI S     -   315,558.57 13,479,716.63   iFT  0.99994887   +0 53 50.3
 NE1339;UTM  17      - 4,691,584.276   331,330.812   MT  0.99995005   -1 22 49.0
 NE1339
 NE1339                          SUPERSEDED SURVEY CONTROL
 NE1339
 NE1339  NAD 83(1986)-  42 21 29.67780(N)    083 02 53.26739(W) AD(       ) 4
 NE1339  NAD 27      -  42 21 29.54000(N)    083 02 53.55000(W) AD(       ) 3
 NE1339
 NE1339.Superseded values are not recommended for survey control.
 NE1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1339.See file dsdata.txt to determine how the superseded data were derived.
 NE1339
 NE1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3133191584(NAD 83)
 NE1339_MARKER: 90 = CHURCH SPIRE
 NE1339
 NE1339  HISTORY     - Date     Condition        Report By
 NE1339  HISTORY     - UNK      FIRST OBSERVED
 NE1339  HISTORY     - 1977     GOOD             NGS
 NE1339  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1339  HISTORY     - 19990925 GOOD             USPSQD
 NE1339
 NE1339                          STATION DESCRIPTION
 NE1339
 NE1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1339'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE CHURCH IS
 NE1339'LOCATED AT THE NORTHEAST CORNER OF CANFIELD STREET EAST AND RUSSELL
 NE1339'STREET NORTH.  THE NAME OF THE CHURCH COULD NOT BE VERIFIED AT THIS
 NE1339'TIME.  THE CHURCH IS CONSTRUCTED OF STONE AND CONCRETE, WITH THE
 NE1339'SPIRE OF RED BRICK AND 210 FEET HIGH.  THE CHURCH WAS BUILT IN
 NE1339'1982.  THE NORTH AND SOUTH SPIRES ARE IDENTICAL.
 NE1339'
 NE1339'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1339
 NE1339                          STATION RECOVERY (1988)
 NE1339
 NE1339'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1339'MARK NOT FOUND.
 NE1339
 NE1339                          STATION RECOVERY (1999)
 NE1339
 NE1339'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1362 ***********************************************************************
 NE1362  DESIGNATION -  DETROIT HERMAN GARDENS NW STK
 NE1362  PID         -  NE1362
 NE1362  STATE/COUNTY-  MI/WAYNE
 NE1362  USGS QUAD   -  DEARBORN (1983)
 NE1362
 NE1362                         *CURRENT SURVEY CONTROL
 NE1362  ___________________________________________________________________
 NE1362* NAD 83(1994)-  42 21 25.81962(N)    083 12 26.53591(W)     ADJUSTED  
 NE1362* NAVD 88     -                                                        
 NE1362  ___________________________________________________________________
 NE1362  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 NE1362  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NE1362
 NE1362  HORZ ORDER  -  THIRD
 NE1362
 NE1362.The horizontal coordinates were established by classical geodetic methods
 NE1362.and adjusted by the National Geodetic Survey in February 1997..
 NE1362
 NE1362
 NE1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1362
 NE1362.The geoid height was determined by GEOID03.
 NE1362
 NE1362;                    North         East     Units Scale Factor Converg.
 NE1362;SPC MI S     -    95,870.405 4,095,501.646   MT  0.99994904   +0 47 20.2
 NE1362;SPC MI S     -   314,535.45 13,436,685.19   iFT  0.99994904   +0 47 20.2
 NE1362;UTM  17      - 4,691,793.804   318,212.415   MT  1.00000662   -1 29 15.4
 NE1362
 NE1362                          SUPERSEDED SURVEY CONTROL
 NE1362
 NE1362  NAD 83(1986)-  42 21 25.82665(N)    083 12 26.56521(W) AD(       ) 4
 NE1362  NAD 27      -  42 21 25.69355(N)    083 12 26.82773(W) AD(       ) 3
 NE1362
 NE1362.Superseded values are not recommended for survey control.
 NE1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1362.See file dsdata.txt to determine how the superseded data were derived.
 NE1362
 NE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1821291794(NAD 83)
 NE1362
 NE1362  HISTORY     - Date     Condition        Report By
 NE1362  HISTORY     - 1964     MONUMENTED       CGS
 NE1362  HISTORY     - 1977     GOOD             NGS
 NE1362  HISTORY     - 19910728 GOOD             USPSQD
 NE1362  HISTORY     - 19990325 GOOD             USPSQD
 NE1362
 NE1362                          STATION DESCRIPTION
 NE1362
 NE1362'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1362'STATION IS THE CENTER OF THE TOP OF THE STACK.  IT IS THE
 NE1362'NORTHWEST 1 OF 2
 NE1362'IDENTICAL STACKS WHICH ARE 175 FEET HIGH.  IT IS MADE OF RED COLORED
 NE1362'BRICK.
 NE1362'
 NE1362'LOCATED IN THE SOUTHWEST EDGE OF DETROIT IN THE VICINITY OF JOY ROAD
 NE1362'AT THE ROSARY HIGH
 NE1362'SCHOOL.  OWNED AND OPERATED BY THE CITY OF DETROIT HOUSING
 NE1362'COMMISSION.
 NE1362
 NE1362                          STATION RECOVERY (1977)
 NE1362
 NE1362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1362'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1362'NW STACK IS THE SHORTER OF TWO SIMILAR STACKS AND THEY DO NOT
 NE1362'APPEAR TO BE IN USE ANYMORE.
 NE1362
 NE1362                          STATION RECOVERY (1991)
 NE1362
 NE1362'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1362'RECOVERED IN GOOD CONDITION.
 NE1362
 NE1362                          STATION RECOVERY (1999)
 NE1362
 NE1362'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1458 ***********************************************************************
 NE1458  DESIGNATION -  DETROIT HOUSE OF CORR MENS STK
 NE1458  PID         -  NE1458
 NE1458  STATE/COUNTY-  MI/WAYNE
 NE1458  USGS QUAD   -  SALEM (1980)
 NE1458
 NE1458                         *CURRENT SURVEY CONTROL
 NE1458  ___________________________________________________________________
 NE1458* NAD 83(1994)-  42 23 22.82290(N)    083 31 12.11327(W)     ADJUSTED  
 NE1458* NAVD 88     -                                                        
 NE1458  ___________________________________________________________________
 NE1458  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 NE1458  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NE1458
 NE1458  HORZ ORDER  -  THIRD
 NE1458
 NE1458.The horizontal coordinates were established by classical geodetic methods
 NE1458.and adjusted by the National Geodetic Survey in February 1997..
 NE1458
 NE1458
 NE1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1458
 NE1458.The geoid height was determined by GEOID03.
 NE1458
 NE1458;                    North         East     Units Scale Factor Converg.
 NE1458;SPC MI S     -    99,173.415 4,069,709.714   MT  0.99994401   +0 34 34.2
 NE1458;SPC MI S     -   325,372.10 13,352,065.99   iFT  0.99994401   +0 34 34.2
 NE1458;UTM  17      - 4,696,119.054   292,568.929   MT  1.00012943   -1 41 58.3
 NE1458
 NE1458                          SUPERSEDED SURVEY CONTROL
 NE1458
 NE1458  NAD 83(1986)-  42 23 22.82801(N)    083 31 12.14054(W) AD(       ) 4
 NE1458  NAD 27      -  42 23 22.69700(N)    083 31 12.37000(W) AD(       ) 3
 NE1458
 NE1458.Superseded values are not recommended for survey control.
 NE1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1458.See file dsdata.txt to determine how the superseded data were derived.
 NE1458
 NE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9256996119(NAD 83)
 NE1458_MARKER: 63 = STACK
 NE1458
 NE1458  HISTORY     - Date     Condition        Report By
 NE1458  HISTORY     - UNK      FIRST OBSERVED
 NE1458  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NE1458  HISTORY     - 19970104 GOOD             USPSQD
 NE1458
 NE1458                          STATION DESCRIPTION
 NE1458
 NE1458'DESCRIBED BY US POWER SQUADRON 1984 (PAJ)
 NE1458'NO ORIGINAL TEXT.  THIS STATION WAS NOT RECOVERED.  THE LOCATION IS
 NE1458'IN THE AREA OF BECK ROAD AND FIVE MILE ROAD.  UPON LOCATING THE
 NE1458'WATER TANK AT THE DETROIT HOUSE OF CORRECTION, NO STACK WAS FOUND.
 NE1458
 NE1458                          STATION RECOVERY (1997)
 NE1458
 NE1458'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1459 ***********************************************************************
 NE1459  DESIGNATION -  DETROIT HOUSE OF CORR MENS TK
 NE1459  PID         -  NE1459
 NE1459  STATE/COUNTY-  MI/WAYNE
 NE1459  USGS QUAD   -  SALEM (1980)
 NE1459
 NE1459                         *CURRENT SURVEY CONTROL
 NE1459  ___________________________________________________________________
 NE1459* NAD 83(1994)-  42 23 21.92492(N)    083 31 12.10317(W)     ADJUSTED  
 NE1459* NAVD 88     -                                                        
 NE1459  ___________________________________________________________________
 NE1459  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 NE1459  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NE1459
 NE1459  HORZ ORDER  -  THIRD
 NE1459
 NE1459.The horizontal coordinates were established by classical geodetic methods
 NE1459.and adjusted by the National Geodetic Survey in February 1997..
 NE1459
 NE1459
 NE1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1459
 NE1459.The geoid height was determined by GEOID03.
 NE1459
 NE1459;                    North         East     Units Scale Factor Converg.
 NE1459;SPC MI S     -    99,145.712 4,069,710.224   MT  0.99994405   +0 34 34.2
 NE1459;SPC MI S     -   325,281.21 13,352,067.66   iFT  0.99994405   +0 34 34.2
 NE1459;UTM  17      - 4,696,091.348   292,568.338   MT  1.00012943   -1 41 58.3
 NE1459
 NE1459                          SUPERSEDED SURVEY CONTROL
 NE1459
 NE1459  NAD 83(1986)-  42 23 21.92939(N)    083 31 12.13119(W) AD(       ) 4
 NE1459  NAD 27      -  42 23 21.79600(N)    083 31 12.32600(W) AD(       ) 3
 NE1459
 NE1459.Superseded values are not recommended for survey control.
 NE1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1459.See file dsdata.txt to determine how the superseded data were derived.
 NE1459
 NE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9256896091(NAD 83)
 NE1459_MARKER: 51 = TANK
 NE1459
 NE1459  HISTORY     - Date     Condition        Report By
 NE1459  HISTORY     - UNK      FIRST OBSERVED
 NE1459  HISTORY     - 1984     GOOD             USPSQD
 NE1459  HISTORY     - 19970104 GOOD             USPSQD
 NE1459  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 NE1459
 NE1459                          STATION DESCRIPTION
 NE1459
 NE1459'DESCRIBED BY US POWER SQUADRON 1984 (PAJ)
 NE1459'NO ORIGINAL TEXT.  THIS STATION WAS RECOVERED IN GOOD CONDITION,
 NE1459'NO PREVIOUS DESCRIPTION.  THE WATER TANK IS LOCATED .5 MILE WEST OF
 NE1459'BECK ROAD AND FIVE MILE ROAD.  IT IS GREY IN COLOR AND SUPPORTED
 NE1459'WITH FOUR STEEL LEGS.  IT IS .2 MILE SOUTH OF THE MAIN BUILDING
 NE1459'CALLED DETROIT HOUSE OF CORRECTION.  THE TANK APPEARS TO BE 125
 NE1459'FEET TALL.
 NE1459
 NE1459                          STATION RECOVERY (1997)
 NE1459
 NE1459'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1459'RECOVERED IN GOOD CONDITION.
 NE1459
 NE1459                          STATION RECOVERY (2005)
 NE1459
 NE1459'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 NE1459'THE DETROIT HOUSE OF CORRECTIONS IS NOW ABANDONED.  NO WATER TANK
 NE1459'APPEARS AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1457 ***********************************************************************
 NE1457  DESIGNATION -  DETROIT HSE OF CORR WOMENS TK
 NE1457  PID         -  NE1457
 NE1457  STATE/COUNTY-  MI/WAYNE
 NE1457  USGS QUAD   -  SALEM (1980)
 NE1457
 NE1457                         *CURRENT SURVEY CONTROL
 NE1457  ___________________________________________________________________
 NE1457* NAD 83(1994)-  42 23 56.10769(N)    083 31 16.91777(W)     ADJUSTED  
 NE1457* NAVD 88     -                                                        
 NE1457  ___________________________________________________________________
 NE1457  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 NE1457  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NE1457
 NE1457  HORZ ORDER  -  THIRD
 NE1457
 NE1457.The horizontal coordinates were established by classical geodetic methods
 NE1457.and adjusted by the National Geodetic Survey in February 1997..
 NE1457
 NE1457
 NE1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1457
 NE1457.The geoid height was determined by GEOID03.
 NE1457
 NE1457;                    North         East     Units Scale Factor Converg.
 NE1457;SPC MI S     -   100,199.230 4,069,589.521   MT  0.99994264   +0 34 30.9
 NE1457;SPC MI S     -   328,737.63 13,351,671.66   iFT  0.99994264   +0 34 30.9
 NE1457;UTM  17      - 4,697,149.025   292,489.552   MT  1.00012984   -1 42 02.6
 NE1457
 NE1457                          SUPERSEDED SURVEY CONTROL
 NE1457
 NE1457  NAD 83(1986)-  42 23 56.11331(N)    083 31 16.94513(W) AD(       ) 4
 NE1457  NAD 27      -  42 23 55.98000(N)    083 31 17.17000(W) AD(       ) 3
 NE1457
 NE1457.Superseded values are not recommended for survey control.
 NE1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1457.See file dsdata.txt to determine how the superseded data were derived.
 NE1457
 NE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9249097149(NAD 83)
 NE1457_MARKER: 51 = TANK
 NE1457
 NE1457  HISTORY     - Date     Condition        Report By
 NE1457  HISTORY     - UNK      FIRST OBSERVED
 NE1457  HISTORY     - 1984     GOOD             USPSQD
 NE1457  HISTORY     - 19970104 GOOD             USPSQD
 NE1457  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 NE1457
 NE1457                          STATION DESCRIPTION
 NE1457
 NE1457'DESCRIBED BY US POWER SQUADRON 1984 (PAJ)
 NE1457'NO ORIGINAL TEXT.  THIS STATION WAS RECOVERED IN GOOD CONDITION, NO
 NE1457'PREVIOUS DESCRIPTION.  THIS STATION IS NOW CALLED, PHOENIX.  IT IS
 NE1457'OWNED BY THE STATE MICHIGAN AND HOUSES THE MENS MEDIUM SECURITY.
 NE1457'TO REACH THE STATION IT IS .3 MILES WEST OF BECK ROAD ON FIVE MILE
 NE1457'ROAD.  TURN AT .3 MILES WEST OF BECK ROAD AND THE STATION IS
 NE1457'LOCATED .2 MILE NORTH OF FIVE MILE ROAD.  IT IS A GREEN WATER TANK
 NE1457'THAT STANDS ON FOUR SUPPORTING LEGS.  I WAS UNABLE TO GET
 NE1457'CLOSE TO TANK FOR SECURITY REASONS.  IT IS LOCATED NORTH WEST OF
 NE1457'THE GREEN MAIN BUILDING OF THE SECURITY MAIN ENTRANCE.  THE TANK
 NE1457'APPEARS TO BE 125 FEET TALL.
 NE1457
 NE1457                          STATION RECOVERY (1997)
 NE1457
 NE1457'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1457'RECOVERED IN GOOD CONDITION.
 NE1457
 NE1457                          STATION RECOVERY (2005)
 NE1457
 NE1457'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 NE1457'NO WATER TANK APPEARS AS DESCRIBED. THE AREA APPEARS TO BE A PARK-LIKE
 NE1457'SETTING, ALTHOUGH A WOMENS PRISON IS LOCATED JUST EAST OF THE
 NE1457'DESCRIBED AREA (NW CORNER OF FIVE MILE ROAD AND BECK ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1324 ***********************************************************************
 NE1324  DESIGNATION -  DETROIT KULHMAN CO WATER TANK
 NE1324  PID         -  NE1324
 NE1324  STATE/COUNTY-  MI/WAYNE
 NE1324  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1324
 NE1324                         *CURRENT SURVEY CONTROL
 NE1324  ___________________________________________________________________
 NE1324* NAD 83(1994)-  42 26 30.51547(N)    083 00 26.78543(W)     ADJUSTED  
 NE1324* NAVD 88     -                                                        
 NE1324  ___________________________________________________________________
 NE1324  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 NE1324  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 NE1324
 NE1324  HORZ ORDER  -  THIRD
 NE1324
 NE1324.The horizontal coordinates were established by classical geodetic methods
 NE1324.and adjusted by the National Geodetic Survey in February 1997..
 NE1324
 NE1324
 NE1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1324
 NE1324.The geoid height was determined by GEOID03.
 NE1324
 NE1324;                    North         East     Units Scale Factor Converg.
 NE1324;SPC MI S     -   105,516.628 4,111,818.650   MT  0.99993661   +0 55 30.0
 NE1324;SPC MI S     -   346,183.16 13,490,218.67   iFT  0.99993661   +0 55 30.0
 NE1324;UTM  17      - 4,700,783.991   334,900.457   MT  0.99993538   -1 21 18.0
 NE1324
 NE1324                          SUPERSEDED SURVEY CONTROL
 NE1324
 NE1324  NAD 83(1986)-  42 26 30.52169(N)    083 00 26.81787(W) AD(       ) 4
 NE1324  NAD 27      -  42 26 30.38815(N)    083 00 27.09946(W) AD(       ) 3
 NE1324
 NE1324.Superseded values are not recommended for survey control.
 NE1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1324.See file dsdata.txt to determine how the superseded data were derived.
 NE1324
 NE1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3490000784(NAD 83)
 NE1324
 NE1324  HISTORY     - Date     Condition        Report By
 NE1324  HISTORY     - 1964     MONUMENTED       CGS
 NE1324  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1324  HISTORY     - 19981206 MARK NOT FOUND   USPSQD
 NE1324
 NE1324                          STATION DESCRIPTION
 NE1324
 NE1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1324'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 NE1324'4 LEG STEEL
 NE1324'STRUCTURE PAINTED SILVER WITH THE LEGEND KULHMAN PAINTED IN BLACK
 NE1324'LETTERS ON THE NORTH AND SOUTH
 NE1324'SIDES.  THE OVERALL HEIGHT OF THE STRUCTURE IS ABOUT 120 FEET.
 NE1324'
 NE1324'LOCATED IN THE NORTHEAST EDGE OF DETROIT AT 19925 HOOVER ROAD.  IT IS
 NE1324'OWNED AND OPERATED BY THE
 NE1324'KULHMAN COMPANY.
 NE1324
 NE1324                          STATION RECOVERY (1988)
 NE1324
 NE1324'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1324'MARK NOT FOUND.
 NE1324
 NE1324                          STATION RECOVERY (1998)
 NE1324
 NE1324'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1348 ***********************************************************************
 NE1348  DESIGNATION -  DETROIT L PLAZA HOTEL N FINIAL
 NE1348  PID         -  NE1348
 NE1348  STATE/COUNTY-  MI/WAYNE
 NE1348  USGS QUAD   -  DETROIT (1980)
 NE1348
 NE1348                         *CURRENT SURVEY CONTROL
 NE1348  ___________________________________________________________________
 NE1348* NAD 83(1994)-  42 21 33.29339(N)    083 06 06.84739(W)     ADJUSTED  
 NE1348* NAVD 88     -                                                        
 NE1348  ___________________________________________________________________
 NE1348  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 NE1348  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NE1348
 NE1348  HORZ ORDER  -  THIRD
 NE1348
 NE1348.The horizontal coordinates were established by classical geodetic methods
 NE1348.and adjusted by the National Geodetic Survey in February 1997..
 NE1348
 NE1348
 NE1348.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1348
 NE1348.The geoid height was determined by GEOID03.
 NE1348
 NE1348;                    North         East     Units Scale Factor Converg.
 NE1348;SPC MI S     -    96,226.052 4,104,185.992   MT  0.99994871   +0 51 38.6
 NE1348;SPC MI S     -   315,702.27 13,465,177.14   iFT  0.99994871   +0 51 38.6
 NE1348;UTM  17      - 4,691,804.148   326,904.370   MT  0.99996866   -1 24 59.6
 NE1348
 NE1348                          SUPERSEDED SURVEY CONTROL
 NE1348
 NE1348  NAD 83(1986)-  42 21 33.30058(N)    083 06 06.87789(W) AD(       ) 4
 NE1348  NAD 27      -  42 21 33.16600(N)    083 06 07.15200(W) AD(       ) 3
 NE1348
 NE1348.Superseded values are not recommended for survey control.
 NE1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1348.See file dsdata.txt to determine how the superseded data were derived.
 NE1348
 NE1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2690491804(NAD 83)
 NE1348
 NE1348  HISTORY     - Date     Condition        Report By
 NE1348  HISTORY     - UNK      MONUMENTED
 NE1348  HISTORY     - 1977     GOOD             NGS
 NE1348  HISTORY     - 19991023 GOOD             USPSQD
 NE1348
 NE1348                          STATION DESCRIPTION
 NE1348
 NE1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1348'THIS STATION WAS RECOVERED IN GOOD CONDITION.  LOCATED AT THE
 NE1348'INTERSECTION OF GRAND RIVER AVENUE AND LAWTON.  THE HOTEL IS
 NE1348'CONSTRUCTED OF BROWN BRICK AND THE SPIRE IS ABOUT 225 FEET HIGH.
 NE1348'THE SOUTH FINIAL OF SIMILAR CONSTRUCTION AND HEIGHTH IS PARTIALLY
 NE1348'BROKEN OFF.
 NE1348'
 NE1348'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1348
 NE1348                          STATION RECOVERY (1999)
 NE1348
 NE1348'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1316 ***********************************************************************
 NE1316  DESIGNATION -  DETROIT MUNICIPAL AIRPORT BCN
 NE1316  PID         -  NE1316
 NE1316  STATE/COUNTY-  MI/WAYNE
 NE1316  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1316
 NE1316                         *CURRENT SURVEY CONTROL
 NE1316  ___________________________________________________________________
 NE1316* NAD 83(1994)-  42 24 22.21047(N)    083 00 04.35978(W)     ADJUSTED  
 NE1316* NAVD 88     -                                                        
 NE1316  ___________________________________________________________________
 NE1316  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 NE1316  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE1316
 NE1316  HORZ ORDER  -  THIRD
 NE1316
 NE1316.This mark is at Detroit City Airport (DET)
 NE1316
 NE1316.The horizontal coordinates were established by classical geodetic methods
 NE1316.and adjusted by the National Geodetic Survey in February 1997..
 NE1316
 NE1316
 NE1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1316
 NE1316.The geoid height was determined by GEOID03.
 NE1316
 NE1316;                    North         East     Units Scale Factor Converg.
 NE1316;SPC MI S     -   101,566.706 4,112,395.272   MT  0.99994158   +0 55 45.2
 NE1316;SPC MI S     -   333,224.10 13,492,110.47   iFT  0.99994158   +0 55 45.2
 NE1316;UTM  17      - 4,696,814.278   335,319.511   MT  0.99993368   -1 20 59.6
 NE1316
 NE1316                          SUPERSEDED SURVEY CONTROL
 NE1316
 NE1316  NAD 83(1986)-  42 24 22.21690(N)    083 00 04.39203(W) AD(       ) 4
 NE1316  NAD 27      -  42 24 22.08400(N)    083 00 04.67700(W) AD(       ) 3
 NE1316
 NE1316.Superseded values are not recommended for survey control.
 NE1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1316.See file dsdata.txt to determine how the superseded data were derived.
 NE1316
 NE1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3532096814(NAD 83)
 NE1316
 NE1316  HISTORY     - Date     Condition        Report By
 NE1316  HISTORY     - 1932     MONUMENTED       CGS
 NE1316  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NE1316
 NE1316                          STATION DESCRIPTION
 NE1316
 NE1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1316'A 24-INCH
 NE1316'ROTATING BEACON ON
 NE1316'MAIN HANGAR ROOF ON THE DETROIT CITY AIRPORT, 5 MILES
 NE1316'NORTHEAST OF CENTER OF DETROIT AND 4
 NE1316'1/2 MILES NORTH OF BELLE ISLE BRIDGE.
 NE1316
 NE1316                          STATION RECOVERY (1948)
 NE1316
 NE1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NE1316'STATION DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1099 ***********************************************************************
 NE1099  DESIGNATION -  DETROIT PECHE IS FRONT RNG LT
 NE1099  PID         -  NE1099
 NE1099  STATE/COUNTY-  MI/WAYNE
 NE1099  USGS QUAD   -  BELLE ISLE (1980)
 NE1099
 NE1099                         *CURRENT SURVEY CONTROL
 NE1099  ___________________________________________________________________
 NE1099* NAD 83(1994)-  42 21 38.11051(N)    082 54 24.10811(W)     ADJUSTED  
 NE1099* NAVD 88     -                                                        
 NE1099  ___________________________________________________________________
 NE1099  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 NE1099  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 NE1099
 NE1099  HORZ ORDER  -  THIRD
 NE1099
 NE1099.The horizontal coordinates were established by classical geodetic methods
 NE1099.and adjusted by the National Geodetic Survey in February 1997..
 NE1099
 NE1099
 NE1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1099
 NE1099.The geoid height was determined by GEOID03.
 NE1099
 NE1099;                    North         East     Units Scale Factor Converg.
 NE1099;SPC MI S     -    96,634.857 4,120,262.108   MT  0.99994849   +0 59 36.8
 NE1099;SPC MI S     -   317,043.49 13,517,920.30   iFT  0.99994849   +0 59 36.8
 NE1099;UTM  17      - 4,691,573.665   342,983.820   MT  0.99990335   -1 17 05.9
 NE1099
 NE1099                          SUPERSEDED SURVEY CONTROL
 NE1099
 NE1099  NAD 83(1986)-  42 21 38.11797(N)    082 54 24.14257(W) AD(       ) 4
 NE1099  NAD 27      -  42 21 37.98000(N)    082 54 24.44000(W) AD(       ) 3
 NE1099
 NE1099.Superseded values are not recommended for survey control.
 NE1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1099.See file dsdata.txt to determine how the superseded data were derived.
 NE1099
 NE1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4298491574(NAD 83)
 NE1099_MARKER: 14 = NAVIGATION LIGHT
 NE1099
 NE1099  HISTORY     - Date     Condition        Report By
 NE1099  HISTORY     - UNK      FIRST OBSERVED
 NE1099  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NE1099
 NE1099                          STATION DESCRIPTION
 NE1099
 NE1099'DESCRIBED BY US POWER SQUADRON 1984 (MS)
 NE1099'PEACH ISLAND FRONT RANGE REPLACED NEW LOCATION.
 NE1099'THE U.S. CORPS OF ENGINEERS AND US COAST GUARD HAS REBUILT THE PEACH
 NE1099'ISLAND FRONT RANGE LIGHT IN A NEW LOCATION OLD LIGHT WAS REMOVED.
 NE1099'
 NE1099'SO THE DATA FOR THE OLD LIGHT AS A THIRD ORDER SURVEY POINT WOULD BE
 NE1099'OF LITTLE USE ANYMORE.
 NE1099'
 NE1099'THIS LIGHT HAS REBUILT AND RELOCATED JUST LAST YEAR (1983 OR 1982).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1111 ***********************************************************************
 NE1111  DESIGNATION -  DETROIT RADIO KQA 414 NE MAST
 NE1111  PID         -  NE1111
 NE1111  STATE/COUNTY-  MI/WAYNE
 NE1111  USGS QUAD   -  BELLE ISLE (1980)
 NE1111
 NE1111                         *CURRENT SURVEY CONTROL
 NE1111  ___________________________________________________________________
 NE1111* NAD 83(1994)-  42 20 17.72598(N)    082 59 57.16121(W)     ADJUSTED  
 NE1111* NAVD 88     -                                                        
 NE1111  ___________________________________________________________________
 NE1111  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NE1111  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE1111
 NE1111  HORZ ORDER  -  THIRD
 NE1111
 NE1111.The horizontal coordinates were established by classical geodetic methods
 NE1111.and adjusted by the National Geodetic Survey in February 1997..
 NE1111
 NE1111
 NE1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1111
 NE1111.The geoid height was determined by GEOID03.
 NE1111
 NE1111;                    North         East     Units Scale Factor Converg.
 NE1111;SPC MI S     -    94,027.034 4,112,682.364   MT  0.99995211   +0 55 50.1
 NE1111;SPC MI S     -   308,487.64 13,493,052.38   iFT  0.99995211   +0 55 50.1
 NE1111;UTM  17      - 4,689,269.251   335,306.656   MT  0.99993374   -1 20 48.4
 NE1111
 NE1111                          SUPERSEDED SURVEY CONTROL
 NE1111
 NE1111  NAD 83(1986)-  42 20 17.73364(N)    082 59 57.19321(W) AD(       ) 4
 NE1111  NAD 27      -  42 20 17.59700(N)    082 59 57.47900(W) AD(       ) 3
 NE1111
 NE1111.Superseded values are not recommended for survey control.
 NE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1111.See file dsdata.txt to determine how the superseded data were derived.
 NE1111
 NE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3530789269(NAD 83)
 NE1111_MARKER: 42 = RADIO/TV MAST
 NE1111
 NE1111  HISTORY     - Date     Condition        Report By
 NE1111  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1111  HISTORY     - 1977     GOOD             NGS
 NE1111  HISTORY     - 19910717 GOOD             USPSQD
 NE1111  HISTORY     - 19991030 GOOD             USPSQD
 NE1111
 NE1111                          STATION DESCRIPTION
 NE1111
 NE1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1111'THE STATIONS ARE THE RED LIGHTS ON THE TOP OF THE MASTS OF THE
 NE1111'DETROIT POLICE
 NE1111'DEPARTMENT, LOCATED ON THE SOUTHWEST END OF BELLE ISLE, ABOUT 0.2
 NE1111'MILE SOUTHWEST OF THE SOUTHEAST
 NE1111'END OF THE BRIDGE THAT CROSSES THE DETROIT RIVER.  THEY ARE A
 NE1111'4 LEGGED, GUYED STEEL STRUCTURE, COLORED IN
 NE1111'ALTERNATE SECTIONS OF RED AND WHITE.  THE
 NE1111'NORTHEAST MAST IS ABOUT 100 FEET NORTHEAST OF A RED BRICK
 NE1111'BUILDING AND IS 160 FEET HIGH.  THE
 NE1111'SOUTHWEST MAST IS ABOUT 50 FEET SOUTHWEST OF THE RED BRICK BUILDING
 NE1111'AND IS 210 FEET HIGH.
 NE1111
 NE1111                          STATION RECOVERY (1977)
 NE1111
 NE1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1111'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1111'
 NE1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON BELLE ISLE.
 NE1111
 NE1111                          STATION RECOVERY (1991)
 NE1111
 NE1111'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1111'RECOVERED IN GOOD CONDITION.
 NE1111
 NE1111                          STATION RECOVERY (1999)
 NE1111
 NE1111'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1353 ***********************************************************************
 NE1353  DESIGNATION -  DETROIT RADIO KQA 414 SW MAST
 NE1353  PID         -  NE1353
 NE1353  STATE/COUNTY-  MI/WAYNE
 NE1353  USGS QUAD   -  DETROIT (1980)
 NE1353
 NE1353                         *CURRENT SURVEY CONTROL
 NE1353  ___________________________________________________________________
 NE1353* NAD 83(1994)-  42 20 14.94459(N)    082 59 59.95282(W)     ADJUSTED  
 NE1353* NAVD 88     -                                                        
 NE1353  ___________________________________________________________________
 NE1353  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NE1353  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 NE1353
 NE1353  HORZ ORDER  -  THIRD
 NE1353
 NE1353.The horizontal coordinates were established by classical geodetic methods
 NE1353.and adjusted by the National Geodetic Survey in February 1997..
 NE1353
 NE1353
 NE1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1353
 NE1353.The geoid height was determined by GEOID03.
 NE1353
 NE1353;                    North         East     Units Scale Factor Converg.
 NE1353;SPC MI S     -    93,940.191 4,112,619.864   MT  0.99995224   +0 55 48.2
 NE1353;SPC MI S     -   308,202.73 13,492,847.32   iFT  0.99995224   +0 55 48.2
 NE1353;UTM  17      - 4,689,184.962   335,240.755   MT  0.99993401   -1 20 50.2
 NE1353
 NE1353                          SUPERSEDED SURVEY CONTROL
 NE1353
 NE1353  NAD 83(1986)-  42 20 14.95221(N)    082 59 59.98499(W) AD(       ) 4
 NE1353  NAD 27      -  42 20 14.81700(N)    083 00 00.27100(W) AD(       ) 3
 NE1353
 NE1353.Superseded values are not recommended for survey control.
 NE1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1353.See file dsdata.txt to determine how the superseded data were derived.
 NE1353
 NE1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3524189185(NAD 83)
 NE1353
 NE1353  HISTORY     - Date     Condition        Report By
 NE1353  HISTORY     - 1957     MONUMENTED       CGS
 NE1353  HISTORY     - 1977     GOOD             NGS
 NE1353  HISTORY     - 19910717 GOOD             USPSQD
 NE1353  HISTORY     - 19991030 GOOD             USPSQD
 NE1353
 NE1353                          STATION DESCRIPTION
 NE1353
 NE1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1353'THE STATIONS ARE THE RED LIGHTS ON THE TOP OF
 NE1353'THE MASTS OF THE
 NE1353'DETROIT POLICE DEPARTMENT, LOCATED ON THE SW END
 NE1353'OF BELLE ISLE, ABOUT 0.2 MI. SW OF
 NE1353'THE SE END OF THE BRIDGE THAT
 NE1353'CROSSES THE DETROIT RIVER.  THEY ARE A FOUR-LEGGED,
 NE1353'GUYED STEEL
 NE1353'STRUCTURE, COLORED IN ALTERNATE SECTIONS OF RED AND WHITE.  THE
 NE1353'NE MAST IS ABOUT
 NE1353'100 FT. NE OF A RED BRICK BUILDING AND IS 160
 NE1353'FT. HIGH.  THE SW MAST IS ABOUT 50
 NE1353'FT. SW OF THE RED BRICK BUILDING
 NE1353'AND IS 210 FT. HIGH.
 NE1353'
 NE1353'THESE ARE INTERSECTION STATIONS.
 NE1353
 NE1353                          STATION RECOVERY (1977)
 NE1353
 NE1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1353'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1353'TOWER IS 238 FEET ABOVE THE GROUND.
 NE1353'
 NE1353'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON BELLE ISLE.
 NE1353
 NE1353                          STATION RECOVERY (1991)
 NE1353
 NE1353'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1353'RECOVERED IN GOOD CONDITION.
 NE1353
 NE1353                          STATION RECOVERY (1999)
 NE1353
 NE1353'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1437 ***********************************************************************
 NE1437  DESIGNATION -  DETROIT RADIO STA KQG 23 TOWER
 NE1437  PID         -  NE1437
 NE1437  STATE/COUNTY-  MI/OAKLAND
 NE1437  USGS QUAD   -  REDFORD (1983)
 NE1437
 NE1437                         *CURRENT SURVEY CONTROL
 NE1437  ___________________________________________________________________
 NE1437* NAD 83(1994)-  42 28 25.86614(N)    083 15 40.97766(W)     ADJUSTED  
 NE1437* NAVD 88     -                                                        
 NE1437  ___________________________________________________________________
 NE1437  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 NE1437  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NE1437
 NE1437  HORZ ORDER  -  THIRD
 NE1437
 NE1437.The horizontal coordinates were established by classical geodetic methods
 NE1437.and adjusted by the National Geodetic Survey in February 1997..
 NE1437
 NE1437
 NE1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1437
 NE1437.The geoid height was determined by GEOID03.
 NE1437
 NE1437;                    North         East     Units Scale Factor Converg.
 NE1437;SPC MI S     -   108,769.604 4,090,882.349   MT  0.99993247   +0 45 07.8
 NE1437;SPC MI S     -   356,855.66 13,421,530.02   iFT  0.99993247   +0 45 07.8
 NE1437;UTM  17      - 4,704,867.409   314,109.195   MT  1.00002517   -1 31 38.8
 NE1437
 NE1437                          SUPERSEDED SURVEY CONTROL
 NE1437
 NE1437  NAD 83(1986)-  42 28 25.87252(N)    083 15 41.00626(W) AD(       ) 4
 NE1437  NAD 27      -  42 28 25.74388(N)    083 15 41.25664(W) AD(       ) 3
 NE1437
 NE1437.Superseded values are not recommended for survey control.
 NE1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1437.See file dsdata.txt to determine how the superseded data were derived.
 NE1437
 NE1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1410904867(NAD 83)
 NE1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1437+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1437
 NE1437  HISTORY     - Date     Condition        Report By
 NE1437  HISTORY     - 1957     MONUMENTED       CGS
 NE1437  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1437  HISTORY     - 1977     GOOD             NGS
 NE1437  HISTORY     - 19910623 GOOD             USPSQD
 NE1437  HISTORY     - 20050819 GOOD             USPSQD
 NE1437
 NE1437                          STATION DESCRIPTION
 NE1437
 NE1437'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1437'STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED
 NE1437'AT 25189 LASHER
 NE1437'ROAD, SOUTHFIELD TOWNSHIP, OAKLAND COUNTY, AND IS
 NE1437'ABOUT 10 MI. NW OF DOWNTOWN
 NE1437'DETROIT.  IT IS A LARGE FOUR-LEGGED
 NE1437'STEEL TOWER, 290 FT. HIGH WITH FOUR ANTENNAS
 NE1437'ON TOP.  THIS TOWER
 NE1437'IS OWNED AND OPERATED BY AMERICAN TELEPHONE AND TELEGRAPH
 NE1437'CO.
 NE1437'
 NE1437'THIS IS AN INTERSECTION STATION.
 NE1437
 NE1437                          STATION RECOVERY (1964)
 NE1437
 NE1437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1437'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1437
 NE1437                          STATION RECOVERY (1977)
 NE1437
 NE1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1437'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THERE IS NOW A SINGLE
 NE1437'STEEL MAST IN THE TOP CENTER OF THE TOWER AND THE HEIGHTH HAS BEEN
 NE1437'INCREASED TO 360 FEET.
 NE1437'
 NE1437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1437
 NE1437                          STATION RECOVERY (1991)
 NE1437
 NE1437'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1437'RECOVERED IN GOOD CONDITION.
 NE1437
 NE1437                          STATION RECOVERY (2005)
 NE1437
 NE1437'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1437'THE STEEL MAST IS PAINTED RED AND WHITE WITH A BLINKING LIGHT AT THE
 NE1437'TOP.  IT IS OWNED AND OPERATED BY SBC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1338 ***********************************************************************
 NE1338  DESIGNATION -  DETROIT RADIO STA WXYZ E MAST
 NE1338  PID         -  NE1338
 NE1338  STATE/COUNTY-  MI/WAYNE
 NE1338  USGS QUAD   -  DETROIT (1980)
 NE1338
 NE1338                         *CURRENT SURVEY CONTROL
 NE1338  ___________________________________________________________________
 NE1338* NAD 83(1994)-  42 21 27.26533(N)    083 03 54.15474(W)     ADJUSTED  
 NE1338* NAVD 88     -                                                        
 NE1338  ___________________________________________________________________
 NE1338  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 NE1338  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE1338
 NE1338  HORZ ORDER  -  THIRD
 NE1338
 NE1338.The horizontal coordinates were established by classical geodetic methods
 NE1338.and adjusted by the National Geodetic Survey in February 1997..
 NE1338
 NE1338
 NE1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1338
 NE1338.The geoid height was determined by GEOID03.
 NE1338
 NE1338;                    North         East     Units Scale Factor Converg.
 NE1338;SPC MI S     -    96,086.361 4,107,224.924   MT  0.99994897   +0 53 08.9
 NE1338;SPC MI S     -   315,243.97 13,475,147.39   iFT  0.99994897   +0 53 08.9
 NE1338;UTM  17      - 4,691,543.805   329,935.392   MT  0.99995586   -1 23 30.0
 NE1338
 NE1338                          SUPERSEDED SURVEY CONTROL
 NE1338
 NE1338  NAD 83(1986)-  42 21 27.27271(N)    083 03 54.18580(W) AD(       ) 4
 NE1338  NAD 27      -  42 21 27.13500(N)    083 03 54.46200(W) AD(       ) 3
 NE1338
 NE1338.Superseded values are not recommended for survey control.
 NE1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1338.See file dsdata.txt to determine how the superseded data were derived.
 NE1338
 NE1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2993591544(NAD 83)
 NE1338_MARKER: 42 = RADIO/TV MAST
 NE1338
 NE1338  HISTORY     - Date     Condition        Report By
 NE1338  HISTORY     - UNK      FIRST OBSERVED
 NE1338  HISTORY     - 1977     GOOD             NGS
 NE1338  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1338  HISTORY     - 19910729 GOOD             USPSQD
 NE1338
 NE1338                          STATION DESCRIPTION
 NE1338
 NE1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1338'STATION WAS RECOVERED.
 NE1338'
 NE1338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1338
 NE1338                          STATION RECOVERY (1988)
 NE1338
 NE1338'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1338'MARK NOT FOUND.
 NE1338
 NE1338                          STATION RECOVERY (1991)
 NE1338
 NE1338'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1344 ***********************************************************************
 NE1344  DESIGNATION -  DETROIT RADIO STA WDET MAST
 NE1344  PID         -  NE1344
 NE1344  STATE/COUNTY-  MI/WAYNE
 NE1344  USGS QUAD   -  DETROIT (1980)
 NE1344
 NE1344                         *CURRENT SURVEY CONTROL
 NE1344  ___________________________________________________________________
 NE1344* NAD 83(1994)-  42 21 26.95773(N)    083 03 54.88881(W)     ADJUSTED  
 NE1344* NAVD 88     -                                                        
 NE1344  ___________________________________________________________________
 NE1344  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 NE1344  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE1344
 NE1344  HORZ ORDER  -  THIRD
 NE1344
 NE1344.The horizontal coordinates were established by classical geodetic methods
 NE1344.and adjusted by the National Geodetic Survey in February 1997..
 NE1344
 NE1344
 NE1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1344
 NE1344.The geoid height was determined by GEOID03.
 NE1344
 NE1344;                    North         East     Units Scale Factor Converg.
 NE1344;SPC MI S     -    96,076.612 4,107,208.275   MT  0.99994899   +0 53 08.4
 NE1344;SPC MI S     -   315,211.98 13,475,092.77   iFT  0.99994899   +0 53 08.4
 NE1344;UTM  17      - 4,691,534.725   329,918.368   MT  0.99995593   -1 23 30.5
 NE1344
 NE1344                          SUPERSEDED SURVEY CONTROL
 NE1344
 NE1344  NAD 83(1986)-  42 21 26.96500(N)    083 03 54.91969(W) AD(       ) 4
 NE1344  NAD 27      -  42 21 26.82977(N)    083 03 55.19990(W) AD(       ) 3
 NE1344
 NE1344.Superseded values are not recommended for survey control.
 NE1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1344.See file dsdata.txt to determine how the superseded data were derived.
 NE1344
 NE1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2991891535(NAD 83)
 NE1344
 NE1344  HISTORY     - Date     Condition        Report By
 NE1344  HISTORY     - UNK      MONUMENTED
 NE1344  HISTORY     - 1977     GOOD             NGS
 NE1344  HISTORY     - 1982     GOOD             NGS
 NE1344  HISTORY     - 19910727 GOOD             USPSQD
 NE1344  HISTORY     - 19991030 GOOD             USPSQD
 NE1344
 NE1344                          STATION DESCRIPTION
 NE1344
 NE1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1344'THIS STATION WAS RECOVERED IN GOOD CONDITION, NO PREVIOUS
 NE1344'DESCRIPTION.  THE STATION IS LOCATED ON THE TOP AND CENTER OF THE
 NE1344'MACCABEES BUILDING, WHICH HOUSES THE DETROIT PUBLIC SCHOOL CENTER,
 NE1344'AND IS LOCATED AT THE INTERSECTION OF WOODWARD AVENUE AND PUTNAM
 NE1344'STREET, IN THE NORTH SECTION OF DETROIT.  THE MAST IS ON THE TOP
 NE1344'AND CENTER OF THE BUILDING AND THE OVERALL HEIGHTH IS 470 FEET
 NE1344'ABOVE THE GROUND.  THE MAST IS ABOUT 250 ABOVE THE TOP OF THE
 NE1344'BUILDING.
 NE1344'
 NE1344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1344
 NE1344                          STATION RECOVERY (1982)
 NE1344
 NE1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (APF)
 NE1344'THE STATION WAS RECOVERED AS DESCRIBED.
 NE1344'
 NE1344'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DETROIT.
 NE1344
 NE1344                          STATION RECOVERY (1991)
 NE1344
 NE1344'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1344'RECOVERED IN GOOD CONDITION.
 NE1344
 NE1344                          STATION RECOVERY (1999)
 NE1344
 NE1344'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1374 ***********************************************************************
 NE1374  DESIGNATION -  DETROIT RADIO STA WTET FM MAST
 NE1374  PID         -  NE1374
 NE1374  STATE/COUNTY-  MI/WAYNE
 NE1374  USGS QUAD   -  ROYAL OAK (1981)
 NE1374
 NE1374                         *CURRENT SURVEY CONTROL
 NE1374  ___________________________________________________________________
 NE1374* NAD 83(1994)-  42 22 39.27462(N)    083 14 35.16290(W)     ADJUSTED  
 NE1374* NAVD 88     -                                                        
 NE1374  ___________________________________________________________________
 NE1374  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NE1374  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NE1374
 NE1374  HORZ ORDER  -  THIRD
 NE1374
 NE1374.The horizontal coordinates were established by classical geodetic methods
 NE1374.and adjusted by the National Geodetic Survey in February 1997..
 NE1374
 NE1374
 NE1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1374
 NE1374.The geoid height was determined by GEOID03.
 NE1374
 NE1374;                    North         East     Units Scale Factor Converg.
 NE1374;SPC MI S     -    98,096.683 4,092,528.199   MT  0.99994585   +0 45 52.6
 NE1374;SPC MI S     -   321,839.51 13,426,929.79   iFT  0.99994585   +0 45 52.6
 NE1374;UTM  17      - 4,694,136.602   315,329.568   MT  1.00001961   -1 30 44.3
 NE1374
 NE1374                          SUPERSEDED SURVEY CONTROL
 NE1374
 NE1374  NAD 83(1986)-  42 22 39.28132(N)    083 14 35.19178(W) AD(       ) 4
 NE1374  NAD 27      -  42 22 39.14971(N)    083 14 35.45075(W) AD(       ) 3
 NE1374
 NE1374.Superseded values are not recommended for survey control.
 NE1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1374.See file dsdata.txt to determine how the superseded data were derived.
 NE1374
 NE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1533094137(NAD 83)
 NE1374_MARKER: 42 = RADIO/TV MAST
 NE1374
 NE1374  HISTORY     - Date     Condition        Report By
 NE1374  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1374  HISTORY     - 1964     GOOD             CGS
 NE1374  HISTORY     - 1977     GOOD             NGS
 NE1374  HISTORY     - 19910728 GOOD             USPSQD
 NE1374  HISTORY     - 19990325 GOOD             USPSQD
 NE1374
 NE1374                          STATION DESCRIPTION
 NE1374
 NE1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1374'STATION IS LOCATED AT 12300 RADIO PLACE IN THE CITY
 NE1374'OF DETROIT.  IT IS
 NE1374'ABOUT 500 FT. N OF CAPITOL STREET AND 250 FT.
 NE1374'W OF PATTON STREET.  IT IS OWNED AND
 NE1374'OPERATED BY WAYNE UNIVERSITY.
 NE1374'IT IS A FOUR-LEGGED STEEL STRUCTURE, 364 FT. HIGH AND
 NE1374'PAINTED RED
 NE1374'AND WHITE.  THE POINT OBSERVED WAS THE CENTER OF THE TOP OF THE
 NE1374'MAST.
 NE1374'
 NE1374'THIS IS AN INTERSECTION STATION.
 NE1374
 NE1374                          STATION RECOVERY (1964)
 NE1374
 NE1374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1374'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1374
 NE1374                          STATION RECOVERY (1977)
 NE1374
 NE1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1374'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1374'
 NE1374'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN WESTERN PART
 NE1374'OF DETROIT.
 NE1374
 NE1374                          STATION RECOVERY (1991)
 NE1374
 NE1374'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1374'RECOVERED IN GOOD CONDITION.
 NE1374
 NE1374                          STATION RECOVERY (1999)
 NE1374
 NE1374'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1394 ***********************************************************************
 NE1394  DESIGNATION -  DETROIT RIVER LIGHTHOUSE
 NE1394  PID         -  NE1394
 NE1394  STATE/COUNTY-  MI/MONROE
 NE1394  USGS QUAD   -  ROCKWOOD (1981)
 NE1394
 NE1394                         *CURRENT SURVEY CONTROL
 NE1394  ___________________________________________________________________
 NE1394* NAD 83(1994)-  42 00 03.08281(N)    083 08 28.18997(W)     ADJUSTED  
 NE1394* NAVD 88     -                                                        
 NE1394  ___________________________________________________________________
 NE1394  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NE1394  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NE1394
 NE1394  HORZ ORDER  -  THIRD
 NE1394
 NE1394.The horizontal coordinates were established by classical geodetic methods
 NE1394.and adjusted by the National Geodetic Survey in February 1997..
 NE1394
 NE1394
 NE1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1394
 NE1394.The geoid height was determined by GEOID03.
 NE1394
 NE1394;                    North         East     Units Scale Factor Converg.
 NE1394;SPC MI S     -    56,374.080 4,101,531.425   MT  1.00002495   +0 50 02.4
 NE1394;SPC MI S     -   184,954.33 13,456,467.93   iFT  1.00002495   +0 50 02.4
 NE1394;SPC OH N     -   259,412.882   546,876.455   MT  1.00007191   -0 25 16.4
 NE1394;UTM  17      - 4,652,088.989   322,671.888   MT  0.99998694   -1 25 59.2
 NE1394
 NE1394                          SUPERSEDED SURVEY CONTROL
 NE1394
 NE1394  NAD 83(1986)-  42 00 03.09527(N)    083 08 28.20836(W) AD(       ) 4
 NE1394  NAD 27      -  42 00 02.94658(N)    083 08 28.48374(W) AD(       ) 3
 NE1394
 NE1394.Superseded values are not recommended for survey control.
 NE1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1394.See file dsdata.txt to determine how the superseded data were derived.
 NE1394
 NE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2267252089(NAD 83)
 NE1394
 NE1394  HISTORY     - Date     Condition        Report By
 NE1394  HISTORY     - 1975     MONUMENTED       USLS
 NE1394  HISTORY     - 1983     GOOD             USPSQD
 NE1394
 NE1394                          STATION DESCRIPTION
 NE1394
 NE1394'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NE1394'THE DETROIT RIVER LIGHTHOUSE IS LOCATED AT THE MOUTH OF THE LOWER
 NE1394'DETROIT RIVER, AT THE JUNCTION OF THE WEST AND EAST OUTER
 NE1394'CHANNELS.  THE BASE OF THE LIGHT IS OF STONE CONSTRUCTION AND
 NE1394'STANDS ABOUT FIFTY-FIVE (55) FEET ABOVE THE WATER SURFACE.
 NE1394'TRAVERSE STATION LOWER DETROIT RIVER LSC IS MONUMENTED INTO THE
 NE1394'ELEVATED PLATFORM LOCATED BELOW THE LIGHT.  THE POINT OF
 NE1394'INTERSECT IS THE LIGHTS FINIAL.
 NE1394'
 NE1394'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM LOWER
 NE1394'DETROIT RIVER LSC, 1975.
 NE1394
 NE1394                          STATION RECOVERY (1983)
 NE1394
 NE1394'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 NE1394'STATION FOUND OK.
 NE1394'
 NE1394'THIS LIGHTHOUSE WAS CHECKED ON WHILE ON A PREDICTED LOG CONTEST IN
 NE1394'JULY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1345 ***********************************************************************
 NE1345  DESIGNATION -  DETROIT ST JOSEPHAT CH SPIRE
 NE1345  PID         -  NE1345
 NE1345  STATE/COUNTY-  MI/WAYNE
 NE1345  USGS QUAD   -  DETROIT (1980)
 NE1345
 NE1345                         *CURRENT SURVEY CONTROL
 NE1345  ___________________________________________________________________
 NE1345* NAD 83(1994)-  42 20 45.45445(N)    083 02 00.65360(W)     ADJUSTED  
 NE1345* NAVD 88     -                                                        
 NE1345  ___________________________________________________________________
 NE1345  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 NE1345  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE1345
 NE1345  HORZ ORDER  -  THIRD
 NE1345
 NE1345.The horizontal coordinates were established by classical geodetic methods
 NE1345.and adjusted by the National Geodetic Survey in February 1997..
 NE1345
 NE1345
 NE1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1345
 NE1345.The geoid height was determined by GEOID03.
 NE1345
 NE1345;                    North         East     Units Scale Factor Converg.
 NE1345;SPC MI S     -    94,837.127 4,109,842.352   MT  0.99995084   +0 54 26.1
 NE1345;SPC MI S     -   311,145.43 13,483,734.75   iFT  0.99995084   +0 54 26.1
 NE1345;UTM  17      - 4,690,191.547   332,501.111   MT  0.99994521   -1 22 12.4
 NE1345
 NE1345                          SUPERSEDED SURVEY CONTROL
 NE1345
 NE1345  NAD 83(1986)-  42 20 45.46202(N)    083 02 00.68501(W) AD(       ) 4
 NE1345  NAD 27      -  42 20 45.33000(N)    083 02 00.97000(W) AD(       ) 3
 NE1345
 NE1345.Superseded values are not recommended for survey control.
 NE1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1345.See file dsdata.txt to determine how the superseded data were derived.
 NE1345
 NE1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3250190192(NAD 83)
 NE1345_MARKER: 90 = CHURCH SPIRE
 NE1345
 NE1345  HISTORY     - Date     Condition        Report By
 NE1345  HISTORY     - UNK      FIRST OBSERVED
 NE1345  HISTORY     - 1977     GOOD             NGS
 NE1345  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE1345  HISTORY     - 19991030 GOOD             USPSQD
 NE1345
 NE1345                          STATION DESCRIPTION
 NE1345
 NE1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1345'THIS STATION IS LOCATED NEAR THE CENTRAL SECTION OF DETROIT AT THE
 NE1345'INTERSECTION OF JAY STREET ON THE NORTH.  ORLEANS STREET ON THE
 NE1345'WEST.  AND ANTIETAM ON THE SOUTH.  THE CHURCH WAS CONSTRUCTED IN
 NE1345'OCT. 23, 1870 OF WHITE STONE.  THE SPIRE IS ABOUT 210 HIGH AND THE
 NE1345'CHURCH IS NOW THE ST. JOSEPH CATHOLIC CHURCH AND IS OWNED BY THE
 NE1345'CITY OF DETROIT AND IS AN HISTORIC SITE.
 NE1345'
 NE1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1345
 NE1345                          STATION RECOVERY (1988)
 NE1345
 NE1345'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1345'MARK NOT FOUND.
 NE1345
 NE1345                          STATION RECOVERY (1999)
 NE1345
 NE1345'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1375 ***********************************************************************
 NE1375  DESIGNATION -  DETROIT TV STATION WXYZ MAST
 NE1375  PID         -  NE1375
 NE1375  STATE/COUNTY-  MI/OAKLAND
 NE1375  USGS QUAD   -  ROYAL OAK (1981)
 NE1375
 NE1375                         *CURRENT SURVEY CONTROL
 NE1375  ___________________________________________________________________
 NE1375* NAD 83(1994)-  42 28 14.66857(N)    083 14 59.33519(W)     ADJUSTED  
 NE1375* NAVD 88     -                                                        
 NE1375  ___________________________________________________________________
 NE1375  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NE1375  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 NE1375
 NE1375  HORZ ORDER  -  THIRD
 NE1375
 NE1375.The horizontal coordinates were established by classical geodetic methods
 NE1375.and adjusted by the National Geodetic Survey in February 1997..
 NE1375
 NE1375
 NE1375.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1375
 NE1375.The geoid height was determined by GEOID03.
 NE1375
 NE1375;                    North         East     Units Scale Factor Converg.
 NE1375;SPC MI S     -   108,436.694 4,091,838.006   MT  0.99993286   +0 45 36.2
 NE1375;SPC MI S     -   355,763.43 13,424,665.37   iFT  0.99993286   +0 45 36.2
 NE1375;UTM  17      - 4,704,496.717   315,050.939   MT  1.00002087   -1 31 10.3
 NE1375
 NE1375                          SUPERSEDED SURVEY CONTROL
 NE1375
 NE1375  NAD 83(1986)-  42 28 14.67489(N)    083 14 59.36370(W) AD(       ) 4
 NE1375  NAD 27      -  42 28 14.54643(N)    083 14 59.61626(W) AD(       ) 3
 NE1375
 NE1375.Superseded values are not recommended for survey control.
 NE1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1375.See file dsdata.txt to determine how the superseded data were derived.
 NE1375
 NE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1505104497(NAD 83)
 NE1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1375+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1375
 NE1375  HISTORY     - Date     Condition        Report By
 NE1375  HISTORY     - 1964     MONUMENTED       CGS
 NE1375  HISTORY     - 1977     GOOD             NGS
 NE1375  HISTORY     - 1988     GOOD             USPSQD
 NE1375  HISTORY     - 19910625 GOOD             USPSQD
 NE1375  HISTORY     - 20050819 GOOD             USPSQD
 NE1375
 NE1375                          STATION DESCRIPTION
 NE1375
 NE1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1375'THE STATION IS THE CENTER OF THE TOP OF THE MAST.  IT IS A
 NE1375'GUYED, 3 LEGGED
 NE1375'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL RED
 NE1375'AND WHITE WITH A BLINKING RED
 NE1375'LIGHT AT THE TOP.  THE OVERALL HEIGHT OF THE STRUCTURE
 NE1375'IS 1073 FEET.
 NE1375'
 NE1375'LOCATED IN SOUTHFIELD AT THE NORTHWEST EDGE OF DETROIT, SOUTHWEST OF
 NE1375'THE INTERSECTION OF
 NE1375'TEN MILE ROAD AND NORTHWESTERN HIGHWAY.
 NE1375
 NE1375                          STATION RECOVERY (1977)
 NE1375
 NE1375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1375'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1375'
 NE1375'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1375
 NE1375                          STATION RECOVERY (1988)
 NE1375
 NE1375'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1375'RECOVERED IN GOOD CONDITION.
 NE1375
 NE1375                          STATION RECOVERY (1991)
 NE1375
 NE1375'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1375'RECOVERED IN GOOD CONDITION.
 NE1375
 NE1375                          STATION RECOVERY (2005)
 NE1375
 NE1375'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1375'THE ADDRESS IS 20733 10 MILE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1379 ***********************************************************************
 NE1379  DESIGNATION -  DETROIT TV STATION WWJ MAST
 NE1379  PID         -  NE1379
 NE1379  STATE/COUNTY-  MI/OAKLAND
 NE1379  USGS QUAD   -  ROYAL OAK (1981)
 NE1379
 NE1379                         *CURRENT SURVEY CONTROL
 NE1379  ___________________________________________________________________
 NE1379* NAD 83(1994)-  42 28 58.46436(N)    083 12 18.93689(W)     ADJUSTED  
 NE1379* NAVD 88     -                                                        
 NE1379  ___________________________________________________________________
 NE1379  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 NE1379  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE1379
 NE1379  HORZ ORDER  -  THIRD
 NE1379
 NE1379.The horizontal coordinates were established by classical geodetic methods
 NE1379.and adjusted by the National Geodetic Survey in February 1997..
 NE1379
 NE1379
 NE1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1379
 NE1379.The geoid height was determined by GEOID03.
 NE1379
 NE1379;                    North         East     Units Scale Factor Converg.
 NE1379;SPC MI S     -   109,837.419 4,095,482.875   MT  0.99993136   +0 47 25.3
 NE1379;SPC MI S     -   360,358.99 13,436,623.61   iFT  0.99993136   +0 47 25.3
 NE1379;UTM  17      - 4,705,751.438   318,748.943   MT  1.00000421   -1 29 23.2
 NE1379
 NE1379                          SUPERSEDED SURVEY CONTROL
 NE1379
 NE1379  NAD 83(1986)-  42 28 58.47042(N)    083 12 18.96454(W) AD(       ) 4
 NE1379  NAD 27      -  42 28 58.34120(N)    083 12 19.22346(W) AD(       ) 3
 NE1379
 NE1379.Superseded values are not recommended for survey control.
 NE1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1379.See file dsdata.txt to determine how the superseded data were derived.
 NE1379
 NE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1874905751(NAD 83)
 NE1379_MARKER: 42 = RADIO/TV MAST
 NE1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1379+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1379
 NE1379  HISTORY     - Date     Condition        Report By
 NE1379  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1379  HISTORY     - 1964     GOOD             CGS
 NE1379  HISTORY     - 1977     GOOD             NGS
 NE1379  HISTORY     - 1984     GOOD             USPSQD
 NE1379  HISTORY     - 19910625 GOOD             USPSQD
 NE1379  HISTORY     - 20050819 GOOD             USPSQD
 NE1379
 NE1379                          STATION DESCRIPTION
 NE1379
 NE1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1379'STATION IS THE CENTER OF THE TOP OF THE TV MAST LOCATED AT
 NE1379'23601 GREENFIELD
 NE1379'ROAD, 23, ROYAL OAK.  IT IS ABOUT 0.1 MI. W OF
 NE1379'GREENFIELD ROAD, AND 0.15 MI. N OF
 NE1379'10-1/2 MILE ROAD.  IT IS A FOUR-
 NE1379'LEGGED STEEL STRUCTURE, PAINTED RED AND WHITE AND IS
 NE1379'1063 FT. HIGH.
 NE1379'
 NE1379'THIS IS AN INTERSECTION STATION.
 NE1379
 NE1379                          STATION RECOVERY (1964)
 NE1379
 NE1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1379'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1379
 NE1379                          STATION RECOVERY (1977)
 NE1379
 NE1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1379'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NE1379'TOWER IS OF TRIANGULAR STEEL CONSTRUCTION, WITH A SINGLE MAST AT THE
 NE1379'TOP AND THE BASE IS SET ON A SINGLE POINT, NOT 4 LEGS AS NOTED
 NE1379'IN THE DESCRIPTION.
 NE1379'
 NE1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1379
 NE1379                          STATION RECOVERY (1984)
 NE1379
 NE1379'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1379'WWJ MAST FOUND GOOD.
 NE1379
 NE1379                          STATION RECOVERY (1991)
 NE1379
 NE1379'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1379'RECOVERED IN GOOD CONDITION.
 NE1379
 NE1379                          STATION RECOVERY (2005)
 NE1379
 NE1379'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1379'THE CALL LETTERS OF THE TV STATION HAVE BEEN CHANGED TO WDIV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1382 ***********************************************************************
 NE1382  DESIGNATION -  DETROIT TV STATION WJBK MAST
 NE1382  PID         -  NE1382
 NE1382  STATE/COUNTY-  MI/OAKLAND
 NE1382  USGS QUAD   -  ROYAL OAK (1981)
 NE1382
 NE1382                         *CURRENT SURVEY CONTROL
 NE1382  ___________________________________________________________________
 NE1382* NAD 83(1994)-  42 27 38.30779(N)    083 12 49.23445(W)     ADJUSTED  
 NE1382* NAVD 88     -                                                        
 NE1382  ___________________________________________________________________
 NE1382  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 NE1382  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE1382
 NE1382  HORZ ORDER  -  THIRD
 NE1382
 NE1382.The horizontal coordinates were established by classical geodetic methods
 NE1382.and adjusted by the National Geodetic Survey in February 1997..
 NE1382
 NE1382
 NE1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1382
 NE1382.The geoid height was determined by GEOID03.
 NE1382
 NE1382;                    North         East     Units Scale Factor Converg.
 NE1382;SPC MI S     -   107,354.977 4,094,824.882   MT  0.99993414   +0 47 04.7
 NE1382;SPC MI S     -   352,214.49 13,434,464.84   iFT  0.99993414   +0 47 04.7
 NE1382;UTM  17      - 4,703,296.957   317,992.664   MT  1.00000759   -1 29 41.4
 NE1382
 NE1382                          SUPERSEDED SURVEY CONTROL
 NE1382
 NE1382  NAD 83(1986)-  42 27 38.31405(N)    083 12 49.26249(W) AD(       ) 4
 NE1382  NAD 27      -  42 27 38.18532(N)    083 12 49.52233(W) AD(       ) 3
 NE1382
 NE1382.Superseded values are not recommended for survey control.
 NE1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1382.See file dsdata.txt to determine how the superseded data were derived.
 NE1382
 NE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1799303297(NAD 83)
 NE1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1382+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1382
 NE1382  HISTORY     - Date     Condition        Report By
 NE1382  HISTORY     - 1957     MONUMENTED       CGS
 NE1382  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1382  HISTORY     - 1977     GOOD             NGS
 NE1382  HISTORY     - 1984     GOOD             USPSQD
 NE1382  HISTORY     - 19910625 GOOD             USPSQD
 NE1382  HISTORY     - 20000826 GOOD             USPSQD
 NE1382  HISTORY     - 20050819 GOOD             USPSQD
 NE1382
 NE1382                          STATION DESCRIPTION
 NE1382
 NE1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1382'STATION IS THE TOP OF THE MAST LOCATED AT 16550 WEST NINE
 NE1382'MILE ROAD, DETROIT
 NE1382'35.  IT IS ABOUT 9 MI. NW OF DOWNTOWN DETROIT,
 NE1382'0.25 MI. N OF WEST NINE MILE ROAD,
 NE1382'AND 0.25 MI. E OF SOUTHFIELD
 NE1382'ROAD.  IT IS A FOUR-LEGGED STEEL STRUCTURE, 1057 FT.
 NE1382'HIGH, PAINTED
 NE1382'RED AND WHITE AND GUYED ON ALL FOUR SIDES.
 NE1382'
 NE1382'THIS IS AN INTERSECTION STATION.
 NE1382
 NE1382                          STATION RECOVERY (1964)
 NE1382
 NE1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1382'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 NE1382
 NE1382                          STATION RECOVERY (1977)
 NE1382
 NE1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1382'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1382'
 NE1382'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTHFIELD.
 NE1382
 NE1382                          STATION RECOVERY (1984)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 1984 (MS)
 NE1382'WJBK MAST FOUND GOOD.
 NE1382
 NE1382                          STATION RECOVERY (1991)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1382'RECOVERED IN GOOD CONDITION.
 NE1382
 NE1382                          STATION RECOVERY (2000)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 NE1382'RECOVERED IN GOOD CONDITION.
 NE1382
 NE1382                          STATION RECOVERY (2005)
 NE1382
 NE1382'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1323 ***********************************************************************
 NE1323  DESIGNATION -  DETROIT UDYLITE CORP TANK
 NE1323  PID         -  NE1323
 NE1323  STATE/COUNTY-  MI/MACOMB
 NE1323  USGS QUAD   -  HIGHLAND PARK (1983)
 NE1323
 NE1323                         *CURRENT SURVEY CONTROL
 NE1323  ___________________________________________________________________
 NE1323* NAD 83(1994)-  42 27 16.71896(N)    083 00 29.64616(W)     ADJUSTED  
 NE1323* NAVD 88     -                                                        
 NE1323  ___________________________________________________________________
 NE1323  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 NE1323  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 NE1323
 NE1323  HORZ ORDER  -  THIRD
 NE1323
 NE1323.The horizontal coordinates were established by classical geodetic methods
 NE1323.and adjusted by the National Geodetic Survey in February 1997..
 NE1323
 NE1323
 NE1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1323
 NE1323.The geoid height was determined by GEOID03.
 NE1323
 NE1323;                    North         East     Units Scale Factor Converg.
 NE1323;SPC MI S     -   106,940.956 4,111,730.283   MT  0.99993492   +0 55 28.0
 NE1323;SPC MI S     -   350,856.15 13,489,928.75   iFT  0.99993492   +0 55 28.0
 NE1323;UTM  17      - 4,702,210.707   334,868.827   MT  0.99993551   -1 21 21.2
 NE1323
 NE1323                          SUPERSEDED SURVEY CONTROL
 NE1323
 NE1323  NAD 83(1986)-  42 27 16.72492(N)    083 00 29.67893(W) AD(       ) 4
 NE1323  NAD 27      -  42 27 16.59171(N)    083 00 29.96069(W) AD(       ) 3
 NE1323
 NE1323.Superseded values are not recommended for survey control.
 NE1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1323.See file dsdata.txt to determine how the superseded data were derived.
 NE1323
 NE1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3486902211(NAD 83)
 NE1323_MARKER: 51 = TANK
 NE1323
 NE1323  HISTORY     - Date     Condition        Report By
 NE1323  HISTORY     - 1964     FIRST OBSERVED   CGS
 NE1323  HISTORY     - 1977     GOOD             NGS
 NE1323  HISTORY     - 19990621 GOOD             USPSQD
 NE1323
 NE1323                          STATION DESCRIPTION
 NE1323
 NE1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JLC)
 NE1323'THE STATION IS THE CENTER OF THE TOP OF THE TANK.  IT IS A
 NE1323'4 LEG STEEL
 NE1323'STRUCTURE PAINTED GREY WITH A YELLOW BAND AROUND THE BOWL.  ON THE
 NE1323'YELLOW BAND IT HAS THE LEGEND
 NE1323'UDYLIT IN BLACK LETTERS.  THE OVERALL HEIGHT OF THE STRUCTURE
 NE1323'IS ABOUT 120 FEET.
 NE1323'
 NE1323'LOCATED AT 21441 HOOVER ROAD IN THE NORTHEAST EDGE OF DETROIT IN
 NE1323'HAZEL PARK.  IT IS OWNED AND
 NE1323'OPERATED BY THE UDYLITE CORP.
 NE1323
 NE1323                          STATION RECOVERY (1977)
 NE1323
 NE1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1323'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE TANK
 NE1323'IS GREY, BUT HAS NO BANDS NOR LETTERS AND IS NO LONGER OWNED BY THE
 NE1323'UDYLITE CORPORATION.
 NE1323'
 NE1323'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--WARREN.
 NE1323
 NE1323                          STATION RECOVERY (1999)
 NE1323
 NE1323'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1414 ***********************************************************************
 NE1414  DESIGNATION -  DETROIT WAYNE APT CONTROL TWR
 NE1414  PID         -  NE1414
 NE1414  STATE/COUNTY-  MI/WAYNE
 NE1414  USGS QUAD   -  FLAT ROCK NE (1980)
 NE1414
 NE1414                         *CURRENT SURVEY CONTROL
 NE1414  ___________________________________________________________________
 NE1414* NAD 83(1994)-  42 13 18.32398(N)    083 20 59.60288(W)     ADJUSTED  
 NE1414* NAVD 88     -                                                        
 NE1414  ___________________________________________________________________
 NE1414  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 NE1414  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 NE1414
 NE1414  HORZ ORDER  -  THIRD
 NE1414
 NE1414.This mark is at Detroit Metro/wayne Airport (DTW)
 NE1414
 NE1414.The horizontal coordinates were established by classical geodetic methods
 NE1414.and adjusted by the National Geodetic Survey in February 1997..
 NE1414
 NE1414
 NE1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1414
 NE1414.The geoid height was determined by GEOID03.
 NE1414
 NE1414;                    North         East     Units Scale Factor Converg.
 NE1414;SPC MI S     -    80,678.566 4,083,943.357   MT  0.99997340   +0 41 31.0
 NE1414;SPC MI S     -   264,693.46 13,398,764.29   iFT  0.99997340   +0 41 31.0
 NE1414;UTM  17      - 4,677,071.480   306,059.519   MT  1.00006282   -1 34 46.6
 NE1414
 NE1414                          SUPERSEDED SURVEY CONTROL
 NE1414
 NE1414  NAD 83(1986)-  42 13 18.33247(N)    083 20 59.63016(W) AD(       ) 4
 NE1414  NAD 27      -  42 13 18.18700(N)    083 20 59.88000(W) AD(       ) 3
 NE1414
 NE1414.Superseded values are not recommended for survey control.
 NE1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1414.See file dsdata.txt to determine how the superseded data were derived.
 NE1414
 NE1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0606077071(NAD 83)
 NE1414
 NE1414  HISTORY     - Date     Condition        Report By
 NE1414  HISTORY     - 1957     MONUMENTED       CGS
 NE1414  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NE1414  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1414  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NE1414
 NE1414                          STATION DESCRIPTION
 NE1414
 NE1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1414'THE STATION IS THE CENTER OF THE BASE OF THE AIR VENT
 NE1414'IN ABOUT THE
 NE1414'CENTER OF THE ROOF OF THE DETROIT-WAYNE MAJOR AIRPORT
 NE1414'CONTROL TOWER.  IT IS LOCATED
 NE1414'IN THE SW PART OF THE AIRPORT, AT
 NE1414'THE PASSENGER TERMINAL BUILDING, ABOUT 1 MI. W
 NE1414'OF MIDDLE BELT
 NE1414'ROAD, AND ABOUT 4.5 MI. S OF U.S. HIGHWAY 112 (MICHIGAN AVENUE).
 NE1414'IT IS A
 NE1414'GLASS-ENCLOSED OBSERVATION ROOM 85 FT. ABOVE THE GROUND.
 NE1414'
 NE1414'THIS IS AN INTERSECTION STATION.
 NE1414
 NE1414                          STATION RECOVERY (1958)
 NE1414
 NE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 NE1414'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND TO BE
 NE1414'IN GOOD CONDITION.
 NE1414'THE ORIGINAL DESCRIPTION IS ADEQUATE.
 NE1414
 NE1414                          STATION RECOVERY (1965)
 NE1414
 NE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1414'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED.  THE AIRPORT HAS
 NE1414'BEEN RENAMED THE
 NE1414'DETROIT METROPOLITAN WAYNE COUNTY AIRPORT.
 NE1414
 NE1414                          STATION RECOVERY (1968)
 NE1414
 NE1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 NE1414'THE STATION WAS RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1413 ***********************************************************************
 NE1413  DESIGNATION -  DETROIT WAYNE APT WEA TOWER
 NE1413  PID         -  NE1413
 NE1413  STATE/COUNTY-  MI/WAYNE
 NE1413  USGS QUAD   -  FLAT ROCK NE (1980)
 NE1413
 NE1413                         *CURRENT SURVEY CONTROL
 NE1413  ___________________________________________________________________
 NE1413* NAD 83(1994)-  42 14 04.62777(N)    083 19 44.63083(W)     ADJUSTED  
 NE1413* NAVD 88     -                                                        
 NE1413  ___________________________________________________________________
 NE1413  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 NE1413  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 NE1413
 NE1413  HORZ ORDER  -  THIRD
 NE1413
 NE1413.This mark is at Detroit Metro/wayne Airport (DTW)
 NE1413
 NE1413.The horizontal coordinates were established by classical geodetic methods
 NE1413.and adjusted by the National Geodetic Survey in February 1997..
 NE1413
 NE1413
 NE1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1413
 NE1413.The geoid height was determined by GEOID03.
 NE1413
 NE1413;                    North         East     Units Scale Factor Converg.
 NE1413;SPC MI S     -    82,128.094 4,085,644.987   MT  0.99997085   +0 42 22.0
 NE1413;SPC MI S     -   269,449.13 13,404,347.07   iFT  0.99997085   +0 42 22.0
 NE1413;UTM  17      - 4,678,452.534   307,817.424   MT  1.00005447   -1 33 57.6
 NE1413
 NE1413                          SUPERSEDED SURVEY CONTROL
 NE1413
 NE1413  NAD 83(1986)-  42 14 04.63658(N)    083 19 44.65774(W) AD(       ) 4
 NE1413  NAD 27      -  42 14 04.49100(N)    083 19 44.91200(W) AD(       ) 3
 NE1413
 NE1413.Superseded values are not recommended for survey control.
 NE1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1413.See file dsdata.txt to determine how the superseded data were derived.
 NE1413
 NE1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0781778453(NAD 83)
 NE1413
 NE1413  HISTORY     - Date     Condition        Report By
 NE1413  HISTORY     - 1957     MONUMENTED       CGS
 NE1413  HISTORY     - 1958     SEE DESCRIPTION  CGS
 NE1413  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NE1413
 NE1413                          STATION DESCRIPTION
 NE1413
 NE1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1413'THE STATION IS THE CENTER OF THE TOP OF THE DETROIT-WAYNE MAJOR
 NE1413'AIRPORT WEATHER BUREAU RADAR TOWER.  IT IS LOCATED
 NE1413'ABOUT 0.1 MI. W OF MIDDLE BELT ROAD, AT THE SW CORNER
 NE1413'OF THE OLD TERMINAL, AT THE N
 NE1413'SIDE OF THE DETROIT-WAYNE MAJOR AIRPORT
 NE1413'WEATHER BUREAU BUILDING.  THE WHITE PLASTIC DOME
 NE1413'IS SUPPORTED
 NE1413'BY A FOUR-LEGGED STEEL STRUCTURE, OVERALL HEIGHT IS 65 FT.
 NE1413'
 NE1413'THIS IS AN INTERSECTION STATION.
 NE1413
 NE1413                          STATION RECOVERY (1958)
 NE1413
 NE1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 NE1413'THE STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND FOUND IN GOOD
 NE1413'CONDITION.  THE
 NE1413'AIRPORT HAS BEEN RENAMED TO DETROIT METROPOLITAN WAYNE COUNTY
 NE1413'AIRPORT.
 NE1413
 NE1413                          STATION RECOVERY (1959)
 NE1413
 NE1413'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (DLW)
 NE1413'THIS STATION WAS NOT RECOVERED.  THE RADAR DOME HAS BEEN MOVED TO A
 NE1413'NEW LOCATION ABOUT
 NE1413'1000 FEET SOUTH OF THE ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0486 ***********************************************************************
 QL0486  DESIGNATION -  DEVILS
 QL0486  PID         -  QL0486
 QL0486  STATE/COUNTY-  MI/MENOMINEE
 QL0486  USGS QUAD   -  GOURLEY (1989)
 QL0486
 QL0486                         *CURRENT SURVEY CONTROL
 QL0486  ___________________________________________________________________
 QL0486* NAD 83(1994)-  45 30 24.00514(N)    087 25 35.94058(W)     ADJUSTED  
 QL0486* NAVD 88     -       223.55   (+/-2cm)     733.4    (feet)  VERTCON   
 QL0486  ___________________________________________________________________
 QL0486  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 QL0486  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 QL0486
 QL0486  HORZ ORDER  -  SECOND
 QL0486  VERT ORDER  -  THIRD ? (See Below)
 QL0486
 QL0486.The horizontal coordinates were established by classical geodetic methods
 QL0486.and adjusted by the National Geodetic Survey in February 1997..
 QL0486
 QL0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 QL0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QL0486.The vertical order pertains to the NGVD 29 superseded value.
 QL0486
 QL0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0486
 QL0486.The geoid height was determined by GEOID03.
 QL0486
 QL0486;                    North         East     Units Scale Factor Converg.
 QL0486;SPC MI N     -    80,485.725 7,966,658.132   MT  0.99999444   -0 18 30.2
 QL0486;SPC MI N     -   264,060.78 26,137,329.83   iFT  0.99999444   -0 18 30.2
 QL0486;UTM  16      - 5,039,325.829   466,671.128   MT  0.99961366   -0 18 15.6
 QL0486
 QL0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0486!SPC MI N     -   0.99997065  x   0.99999444  =   0.99996509
 QL0486!UTM  16      -   0.99997065  x   0.99961366  =   0.99958432
 QL0486
 QL0486:                Primary Azimuth Mark                     Grid Az
 QL0486:SPC MI N     -  DEVILS AZ MK                             196 24 27.5
 QL0486:UTM  16      -  DEVILS AZ MK                             196 24 12.9
 QL0486
 QL0486|---------------------------------------------------------------------|
 QL0486| PID    Reference Object                     Distance      Geod. Az  |
 QL0486|                                                           dddmmss.s |
 QL0486| CJ4839 DEVILS AZ MK                                       1960557.3 |
 QL0486| CJ4840 DEVILS RM 1                          26.360 METERS 20916     |
 QL0486| QL0484 DEVILS 1954 RM 2                     23.379 METERS 27506     |
 QL0486|---------------------------------------------------------------------|
 QL0486
 QL0486                          SUPERSEDED SURVEY CONTROL
 QL0486
 QL0486  NAD 83(1986)-  45 30 24.00452(N)    087 25 35.93944(W) AD(       ) 2
 QL0486  NAD 27      -  45 30 24.10300(N)    087 25 35.49800(W) AD(       ) 2
 QL0486  NGVD 29 (07/19/86)  223.57   (m)          733.5    (f) LEVELING    3  
 QL0486
 QL0486.Superseded values are not recommended for survey control.
 QL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0486.See file dsdata.txt to determine how the superseded data were derived.
 QL0486
 QL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6667139326(NAD 83)
 QL0486_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0486
 QL0486  HISTORY     - Date     Condition        Report By
 QL0486  HISTORY     - 1954     MONUMENTED       CGS
 QL0486  HISTORY     - 20010331 GOOD             NGS
 QL0486
 QL0486                          STATION DESCRIPTION
 QL0486
 QL0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0486'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE VILLAGE OF CEDAR
 QL0486'RIVER, ABOUT 11 MILES NORTHEAST
 QL0486'OF THE VILLAGE OF STEPHENSON, AND AT THE SAME LOCATION AS THE CEDAR
 QL0486'RIVER LOOKOUT TOWER.  IT IS 68
 QL0486'FEET EAST-SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER,
 QL0486'31-1/2 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 QL0486'ROAD, AND 6-1/2 FEET NORTHWEST OF A WITNESS
 QL0486'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DEVILS
 QL0486'1954.
 QL0486'
 QL0486'REFERENCE MARK NO. 1 IS 78 FEET SOUTHEAST OF THE SOUTHEAST LEG OF
 QL0486'LOOKOUT TOWER, AND 38 FEET
 QL0486'WEST OF THE APPROXIMATE CENTERLINE OF ROAD.  THE MARK PROJECTS 6
 QL0486'INCHES AND THE DISK IS STAMPED
 QL0486'DEVILS NO 1 1954.
 QL0486'
 QL0486'REFERENCE MARK NO. 2 (CEDAR RIVER LOOKOUT TOWER) IS SET IN THE
 QL0486'APPROXIMATE CENTER AND AT THE
 QL0486'BASE OF THE LOOKOUT TOWER.  THE MARK PROJECTS 2 INCHES AND THE DISK
 QL0486'IS STAMPED DEVILS NO 2 1954.
 QL0486'
 QL0486'AZIMUTH MARK IS 25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF THE
 QL0486'ROAD, 41 FEET SOUTH OF A 30
 QL0486'INCH TREE, AND 3-1/2 FEET NORTH OF A WITNESS POST.  THE MARK PROJECTS
 QL0486'6 INCHES AND THE DISK IS STAMPED DEVILS
 QL0486'1954.
 QL0486'
 QL0486'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 41 AND COUNTY ROUTE
 QL0486'NO. 358 IN THE VILLAGE OF
 QL0486'DAGGETT, GO EAST ON PAVED ROAD FOR 7.3 MILES TO POINT WHERE ROAD
 QL0486'TURNS NORTH (LEFT).  TURN LEFT AND
 QL0486'GO NORTH ON PAVED ROAD FOR 2.1 MILE TO CROSSROADS.  TURN RIGHT
 QL0486'AND GO EAST AND NORTH ON GRAVEL ROAD FOR
 QL0486'0.6 MILE TO AZIMUTH MARK ON LEFT (NORTH) SIDE
 QL0486'OF ROAD.  CONTINUE 0.2 MILE TO SIDE ROAD LEFT.  TURN LEFT
 QL0486'AND GO WEST UP SMALL HILL TO CEDAR
 QL0486'RIVER LOOKOUT TOWER AND STATION AS DESCRIBED.
 QL0486'
 QL0486'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 QL0486
 QL0486                          STATION RECOVERY (2001)
 QL0486
 QL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0486'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0484 ***********************************************************************
 QL0484  DESIGNATION -  DEVILS 1954 RM 2
 QL0484  PID         -  QL0484
 QL0484  STATE/COUNTY-  MI/MENOMINEE
 QL0484  USGS QUAD   -  GOURLEY (1989)
 QL0484
 QL0484                         *CURRENT SURVEY CONTROL
 QL0484  ___________________________________________________________________
 QL0484* NAD 83(1994)-  45 30 24.07244(N)    087 25 37.01330(W)     ADJUSTED  
 QL0484* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 QL0484  ___________________________________________________________________
 QL0484  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 QL0484  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 QL0484
 QL0484  HORZ ORDER  -  SECOND
 QL0484
 QL0484.The horizontal coordinates were established by classical geodetic methods
 QL0484.and adjusted by the National Geodetic Survey in February 1997..
 QL0484
 QL0484.The orthometric height was scaled from a topographic map.
 QL0484
 QL0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0484
 QL0484.The geoid height was determined by GEOID03.
 QL0484
 QL0484;                    North         East     Units Scale Factor Converg.
 QL0484;SPC MI N     -    80,487.929 7,966,634.857   MT  0.99999444   -0 18 30.9
 QL0484;SPC MI N     -   264,068.01 26,137,253.47   iFT  0.99999444   -0 18 30.9
 QL0484;UTM  16      - 5,039,328.030   466,647.861   MT  0.99961368   -0 18 16.4
 QL0484
 QL0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0484!SPC MI N     -   0.99997058  x   0.99999444  =   0.99996502
 QL0484!UTM  16      -   0.99997058  x   0.99961368  =   0.99958427
 QL0484
 QL0484                          SUPERSEDED SURVEY CONTROL
 QL0484
 QL0484  NAD 83(1986)-  45 30 24.07182(N)    087 25 37.01215(W) AD(       ) 2
 QL0484  NAD 27      -  45 30 24.17100(N)    087 25 36.57100(W) AD(       ) 2
 QL0484
 QL0484.Superseded values are not recommended for survey control.
 QL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0484.See file dsdata.txt to determine how the superseded data were derived.
 QL0484
 QL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6664839328(NAD 83)
 QL0484_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0484+STABILITY: SURFACE MOTION
 QL0484
 QL0484  HISTORY     - Date     Condition        Report By
 QL0484  HISTORY     - 1954     MONUMENTED       CGS
 QL0484  HISTORY     - 20010331 GOOD             NGS
 QL0484
 QL0484                          STATION DESCRIPTION
 QL0484
 QL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0484'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF THE VILLAGE OF
 QL0484'CEDAR RIVER, AND
 QL0484'ABOUT 11 MILES NORTHEAST OF THE VILLAGE OF STEPHENSON.
 QL0484'IT IS SET UNDER THE LOOKOUT TOWER
 QL0484'AND AT THE APPROXIMATE CENTER OF THE BASE.  THE MARK PROJECTS
 QL0484'2 INCHES AND THE DISK IS STAMPED DEVILS NO 2 1954.
 QL0484'NOTE- 11A.
 QL0484'
 QL0484'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DEVILS AND
 QL0484'THE DISTANCE IS 23.379 METERS OR
 QL0484'76.70 FEET.
 QL0484'
 QL0484'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY NO. 41 AND COUNTY ROUTE
 QL0484'358 IN THE VILLAGE OF DAGGETT, GO
 QL0484'EAST ON PAVED ROAD FOR 7.3 MILES TO POINT WHERE ROAD TURNS NORTH.
 QL0484'TURN NORTH AND FOLLOW PAVED ROAD
 QL0484'FOR 2.1 MILES TO CROSSROAD.  TURN RIGHT AND GO EAST ON GRAVEL
 QL0484'ROAD FOR 0.8 MILE TO SIDE ROAD LEFT.  TURN
 QL0484'LEFT AND FOLLOW DIRT ROAD WEST FOR 0.1 MILE TO
 QL0484'LOOKOUT TOWER AND STATION AS DESCRIBED.
 QL0484
 QL0484                          STATION RECOVERY (2001)
 QL0484
 QL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0494 ***********************************************************************
 PL0494  DESIGNATION -  DEWARD FIRE LOOKOUT TOWER
 PL0494  PID         -  PL0494
 PL0494  STATE/COUNTY-  MI/CRAWFORD
 PL0494  USGS QUAD   -  FREDERIC (1985)
 PL0494
 PL0494                         *CURRENT SURVEY CONTROL
 PL0494  ___________________________________________________________________
 PL0494* NAD 83(1994)-  44 45 33.88191(N)    084 48 36.36391(W)     ADJUSTED  
 PL0494* NAVD 88     -                                                        
 PL0494  ___________________________________________________________________
 PL0494  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PL0494  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 PL0494
 PL0494  HORZ ORDER  -  THIRD
 PL0494
 PL0494.The horizontal coordinates were established by classical geodetic methods
 PL0494.and adjusted by the National Geodetic Survey in February 1997..
 PL0494
 PL0494
 PL0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0494
 PL0494.The geoid height was determined by GEOID03.
 PL0494
 PL0494;                    North         East     Units Scale Factor Converg.
 PL0494;SPC MI C     -   160,413.672 5,964,893.649   MT  0.99991784   -0 18 47.7
 PL0494;SPC MI C     -   526,291.57 19,569,861.05   iFT  0.99991784   -0 18 47.7
 PL0494;UTM  16      - 4,958,557.448   673,318.729   MT  0.99996940   +1 32 32.5
 PL0494
 PL0494                          SUPERSEDED SURVEY CONTROL
 PL0494
 PL0494  NAD 83(1986)-  44 45 33.87699(N)    084 48 36.36257(W) AD(       ) 4
 PL0494  NAD 27      -  44 45 33.81892(N)    084 48 36.25395(W) AD(       ) 3
 PL0494
 PL0494.Superseded values are not recommended for survey control.
 PL0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0494.See file dsdata.txt to determine how the superseded data were derived.
 PL0494
 PL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7331958557(NAD 83)
 PL0494
 PL0494  HISTORY     - Date     Condition        Report By
 PL0494  HISTORY     - 1949     MONUMENTED       CGS
 PL0494
 PL0494                          STATION DESCRIPTION
 PL0494
 PL0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0494'STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF GRAYLING AND 4
 PL0494'MILES WEST OF
 PL0494'FREDERICK.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH
 PL0494'PAINTED SILVER WITH AN ENCLOSED CAB AT
 PL0494'THE TOP.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP OF CAB.
 PL0494'
 PL0494'TO REACH THE STATION FROM THE INTERSECTION OF MICHIGAN STREET AND
 PL0494'U.S. HIGHWAY 27 IN GRAYLING GO
 PL0494'NORTH ON HIGHWAY 27 FOR 8.9 MILES TO THE TOWN OF FREDRICK AND THE
 PL0494'INTERSECTION OF COUNTY ROAD 612, TURN
 PL0494'LEFT AND GO 4.1 MILES TO A CROSS ROAD, TURN LEFT AND GO 0.4 MILE
 PL0494'TO A FORK, TAKE LEFT FORK AND GO 0.6 MILE
 PL0494'TO TOP OF RIDGE AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1447 ***********************************************************************
 NF1447  DESIGNATION -  DEWITT
 NF1447  PID         -  NF1447
 NF1447  STATE/COUNTY-  MI/CLINTON
 NF1447  USGS QUAD   -  LANSING NORTH (1980)
 NF1447
 NF1447                         *CURRENT SURVEY CONTROL
 NF1447  ___________________________________________________________________
 NF1447* NAD 83(1994)-  42 51 39.78587(N)    084 35 21.41560(W)     ADJUSTED  
 NF1447* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 NF1447  ___________________________________________________________________
 NF1447  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 NF1447  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF1447
 NF1447  HORZ ORDER  -  FIRST
 NF1447
 NF1447.The horizontal coordinates were established by classical geodetic methods
 NF1447.and adjusted by the National Geodetic Survey in February 1997..
 NF1447
 NF1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1447
 NF1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1447
 NF1447.The geoid height was determined by GEOID03.
 NF1447
 NF1447;                    North         East     Units Scale Factor Converg.
 NF1447;SPC MI S     -   151,206.071 3,981,808.586   MT  0.99990697   -0 09 05.4
 NF1447;SPC MI S     -   496,082.91 13,063,676.46   iFT  0.99990697   -0 09 05.4
 NF1447;UTM  16      - 4,748,204.122   696,940.256   MT  1.00007718   +1 38 25.3
 NF1447
 NF1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1447!SPC MI S     -   0.99996207  x   0.99990697  =   0.99986904
 NF1447!UTM  16      -   0.99996207  x   1.00007718  =   1.00003925
 NF1447
 NF1447:                Primary Azimuth Mark                     Grid Az
 NF1447:SPC MI S     -  DEWITT 1970 AZ MK 1976                   130 44 13.1
 NF1447:UTM  16      -  DEWITT 1970 AZ MK 1976                   128 56 42.4
 NF1447
 NF1447|---------------------------------------------------------------------|
 NF1447| PID    Reference Object                     Distance      Geod. Az  |
 NF1447|                                                           dddmmss.s |
 NF1447| NF1441 DEWITT 1970 AZ MK 1976              APPROX. 0.7 KM 1303507.7 |
 NF1447| NF1446 DEWITT 1970 RM 1 1976                30.850 METERS 21837     |
 NF1447| CH0976 DEWITT RM 2                          30.099 METERS 31931     |
 NF1447|---------------------------------------------------------------------|
 NF1447
 NF1447                          SUPERSEDED SURVEY CONTROL
 NF1447
 NF1447  NAD 83(1986)-  42 51 39.78410(N)    084 35 21.43380(W) AD(       ) 1
 NF1447  NAD 27      -  42 51 39.66011(N)    084 35 21.50190(W) AD(       ) 1
 NF1447  NGVD 29 (07/19/86)  275.3    (m)          903.     (f) VERT ANG       
 NF1447
 NF1447.Superseded values are not recommended for survey control.
 NF1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1447.See file dsdata.txt to determine how the superseded data were derived.
 NF1447
 NF1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9694048204(NAD 83)
 NF1447_MARKER: DS = TRIANGULATION STATION DISK
 NF1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1447_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1447
 NF1447  HISTORY     - Date     Condition        Report By
 NF1447  HISTORY     - 1970     MONUMENTED       NGS
 NF1447  HISTORY     - 1976     GOOD             NGS
 NF1447  HISTORY     - 1980     GOOD             MIDH
 NF1447
 NF1447                          STATION DESCRIPTION
 NF1447
 NF1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1447'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF LANSING,
 NF1447'10 MILES SOUTH OF
 NF1447'ST. JOHNS, 1-3/4 MILES NORTHWEST OF DEWITT, IN THE
 NF1447'SOUTH 1/2 OF SECTION 31, T 5 N, R 2
 NF1447'W, ON LAND OWNED BY MR. DONALD SEYFRIED
 NF1447'AND ABOUT 0.35 MILE NORTHEAST OF HIS HOME.  MR.
 NF1447'SEYFRIED MAY BE
 NF1447'REACHED BY PHONE AT (517) 669-9819, DEWITT, MICHIGAN.
 NF1447'
 NF1447'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO NORTH ON
 NF1447'BRIDGE STREET FOR
 NF1447'0.9 MILE TO A T-INTERSECTION.  TURN LEFT, WEST, FOR
 NF1447'0.15 MILE TO WHERE THE PAVED ROAD
 NF1447'TURNS NORTH.  CONTINUE WEST ON GRAVELED
 NF1447'ROAD (CUTLER ROAD) FOR 0.6 MILE TO A CROSSROAD AND
 NF1447'THE AZIMUTH MARK
 NF1447'IN THE NORTHWEST QUADRANT OF THE CROSSROAD.  CONTINUE WEST ON CUTLER
 NF1447'ROAD FOR 0.3 MILE
 NF1447'TO A FENCE CORNER ON THE RIGHT.  TURN RIGHT AND GO
 NF1447'NORTH ALONG THE EAST SIDE OF A WIRE
 NF1447'FENCE FOR 0.3 MILE TO THE TOP OF A
 NF1447'SLIGHT RISE AND THE STATION.
 NF1447'
 NF1447'STATION MARKS ARE STANDARD DISKS STAMPED DEWITT 1970.  THE SURFACE
 NF1447'MARK IS SET IN A
 NF1447'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24 INCHES
 NF1447'BELOW THE GROUND SURFACE.  IT IS
 NF1447'103 FEET NORTHEAST OF A METAL WITNESS
 NF1447'POST, 100 FEET SOUTHEAST OF A METAL WITNESS POST,
 NF1447'65 FEET EAST OF
 NF1447'A NORTH-SOUTH FENCE LINE, AND ABOUT 15 FEET SOUTHWEST OF THE HIGHEST
 NF1447'PART OF THE RISE.
 NF1447'THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 NF1447'CONCRETE 48 INCHES BELOW THE GROUND
 NF1447'SURFACE.
 NF1447'
 NF1447'REFERENCE MARK 1, A STANDARD DISK STAMPED DEWITT NO 1 1970, IS
 NF1447'SET IN A 12-INCH
 NF1447'CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE GROUND
 NF1447'SURFACE.  IT IS 2.0 FEET EAST OF
 NF1447'THE NORTH-SOUTH FENCE LINE AND 2.0
 NF1447'FEET EAST OF A METAL WITNESS POST.
 NF1447'
 NF1447'REFERENCE MARK 2, A STANDARD DISK STAMPED DEWITT NO 2 1970, IS
 NF1447'SET IN THE TOP OF
 NF1447'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1447'THE GROUND SURFACE.  IT IS 1.0 FOOT
 NF1447'EAST OF THE NORTH-SOUTH FENCE LINE
 NF1447'AND 1.0 FOOT EAST OF A METAL WITNESS POST.
 NF1447'
 NF1447'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEWITT 1970, IS SET IN
 NF1447'IN THE TOP OF A
 NF1447'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 NF1447'INCHES ABOVE THE GROUND SURFACE.
 NF1447'IT IS 50 FEET NORTHWEST OF THE INTERSECTION
 NF1447'OF THE CROSSROAD, 30 FEET NORTH OF THE CENTER OF
 NF1447'CUTLER ROAD,
 NF1447'21.7 FEET WEST OF A FENCE CORNER POST, 18. FEET WEST-NORTHWEST OF A
 NF1447'24-INCH TREE
 NF1447'STUMP, 3.8 FEET NORTHEAST OF A TELEPHONE GUY POLE, 1.7
 NF1447'FEET SOUTHWEST OF A METAL
 NF1447'WITNESS POST, AND 1.0 FOOT SOUTH OF AN EASTWEST
 NF1447'FENCE LINE.
 NF1447'
 NF1447'NOTE- NO MEASUREMENT WAS MADE BETWEEN THE REFERENCE MARKS DUE TO
 NF1447'BRUSH AND SMALL
 NF1447'TREE.
 NF1447'
 NF1447'HEIGHT OF LIGHT ABOVE STATION MARK 34.8 METERS.
 NF1447
 NF1447                          STATION RECOVERY (1976)
 NF1447
 NF1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1447'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH AND FENCE BEING IN LINE.
 NF1447'
 NF1447'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NF1447'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN 1970.  DUE TO
 NF1447'THE PROPERTY OWNERS REQUEST THE TOWER WAS BUILT OVER REFERENCE MARK
 NF1447'1, A TRAVERSE TIE WAS MADE TO REFERENCE MARK 1 AND REFERENCE MARK
 NF1447'1 WAS OCCUPIED AT THIS TIME.  FOR MORE DETAIL SEE DESCRIPTION FOR
 NF1447'DEWITT RM 1.
 NF1447'
 NF1447'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1447'
 NF1447'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-3/4 MILES
 NF1447'NORTHWEST OF DEWITT.
 NF1447'
 NF1447'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NF1447
 NF1447                          STATION RECOVERY (1980)
 NF1447
 NF1447'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1447'THE STATION WAS NOT RECOVERED DUE TO BEING IN A CULTIVATED FIELD AND
 NF1447'AT THE REQUEST OF OWNER.  THE REFERENCE MARKS 1 AND 2 WERE
 NF1447'RECOVERED IN GOOD CONDITION.  NO MEASUREMENTS WERE MADE FROM RM S TO
 NF1447'STATION OR BETWEEN RM S.  THE AZIMUTH MARK WAS RECOVERED IN GOOD
 NF1447'CONDITION.
 NF1447'
 NF1447'CHECK WITH PROPERTY OWNER FOR ACCESS TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1441 ***********************************************************************
 NF1441  DESIGNATION -  DEWITT 1970 AZ MK 1976
 NF1441  PID         -  NF1441
 NF1441  STATE/COUNTY-  MI/CLINTON
 NF1441  USGS QUAD   -  LANSING NORTH (1980)
 NF1441
 NF1441                         *CURRENT SURVEY CONTROL
 NF1441  ___________________________________________________________________
 NF1441* NAD 83(1994)-  42 51 24.03014(N)    084 34 56.41793(W)     ADJUSTED  
 NF1441* NAVD 88     -       264.2    (meters)     867.     (feet)  VERTCON   
 NF1441  ___________________________________________________________________
 NF1441  LAPLACE CORR-           2.34  (seconds)                    DEFLEC99
 NF1441  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF1441
 NF1441  HORZ ORDER  -  SECOND
 NF1441
 NF1441.The horizontal coordinates were established by classical geodetic methods
 NF1441.and adjusted by the National Geodetic Survey in February 1997..
 NF1441
 NF1441.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1441
 NF1441.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1441
 NF1441.The geoid height was determined by GEOID03.
 NF1441
 NF1441;                    North         East     Units Scale Factor Converg.
 NF1441;SPC MI S     -   150,718.445 3,982,374.764   MT  0.99990700   -0 08 48.4
 NF1441;SPC MI S     -   494,483.09 13,065,534.00   iFT  0.99990700   -0 08 48.4
 NF1441;UTM  16      - 4,747,734.357   697,521.504   MT  1.00008000   +1 38 41.8
 NF1441
 NF1441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1441!SPC MI S     -   0.99996379  x   0.99990700  =   0.99987080
 NF1441!UTM  16      -   0.99996379  x   1.00008000  =   1.00004379
 NF1441
 NF1441|---------------------------------------------------------------------|
 NF1441| PID    Reference Object                     Distance      Geod. Az  |
 NF1441|                                                           dddmmss.s |
 NF1441| NF1440 DEWITT 1970 AZ MK A PT                7.810 METERS 26540     |
 NF1441| NF1446 DEWITT 1970 RM 1 1976               APPROX. 0.7 KM 3081327.2 |
 NF1441|---------------------------------------------------------------------|
 NF1441
 NF1441                          SUPERSEDED SURVEY CONTROL
 NF1441
 NF1441  NAD 83(1986)-  42 51 24.02828(N)    084 34 56.43617(W) AD(       ) 2
 NF1441  NAD 27      -  42 51 23.90433(N)    084 34 56.50492(W) AD(       ) 2
 NF1441  NGVD 29 (07/19/86)  264.3    (m)          867.     (f) VERT ANG       
 NF1441
 NF1441.Superseded values are not recommended for survey control.
 NF1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1441.See file dsdata.txt to determine how the superseded data were derived.
 NF1441
 NF1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9752247734(NAD 83)
 NF1441_MARKER: DZ = AZIMUTH MARK DISK
 NF1441_SETTING: 0 = UNSPECIFIED SETTING
 NF1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1441
 NF1441  HISTORY     - Date     Condition        Report By
 NF1441  HISTORY     - 1976     MONUMENTED       NGS
 NF1441
 NF1441                          STATION DESCRIPTION
 NF1441
 NF1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1441'STATION MARK, A STANDARD DISK STAMPED DEWITT 1970, IS SET IN THE TOP
 NF1441'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NF1441'ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE
 NF1441'INTERSECTION OF THE CROSSROAD, 30 FEET NORTH OF THE CENTER OF CUTLER
 NF1441'ROAD, 21.7 FEET WEST OF A FENCE CORNER POST, 18 FEET
 NF1441'WEST-NORTHWEST OF A 24-INCH TREE STUMP, 3.8 FEET NORTHEAST
 NF1441'OF A TELEPHONE GUY POLE, 1.7 FEET SOUTHWEST OF A METAL WITNESS
 NF1441'POST AND 1.0 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 NF1441'
 NF1441'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1446 ***********************************************************************
 NF1446  DESIGNATION -  DEWITT 1970 RM 1 1976
 NF1446  PID         -  NF1446
 NF1446  STATE/COUNTY-  MI/CLINTON
 NF1446  USGS QUAD   -  LANSING NORTH (1980)
 NF1446
 NF1446                         *CURRENT SURVEY CONTROL
 NF1446  ___________________________________________________________________
 NF1446* NAD 83(1994)-  42 51 39.00482(N)    084 35 22.26389(W)     ADJUSTED  
 NF1446* NAVD 88     -       274.9    (meters)     902.     (feet)  VERTCON   
 NF1446  ___________________________________________________________________
 NF1446  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 NF1446  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF1446
 NF1446  HORZ ORDER  -  FIRST
 NF1446
 NF1446.The horizontal coordinates were established by classical geodetic methods
 NF1446.and adjusted by the National Geodetic Survey in February 1997..
 NF1446
 NF1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1446
 NF1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1446
 NF1446.The geoid height was determined by GEOID03.
 NF1446
 NF1446;                    North         East     Units Scale Factor Converg.
 NF1446;SPC MI S     -   151,182.022 3,981,789.267   MT  0.99990697   -0 09 06.0
 NF1446;SPC MI S     -   496,004.01 13,063,613.08   iFT  0.99990697   -0 09 06.0
 NF1446;UTM  16      - 4,748,179.477   696,921.695   MT  1.00007709   +1 38 24.7
 NF1446
 NF1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1446!SPC MI S     -   0.99996212  x   0.99990697  =   0.99986909
 NF1446!UTM  16      -   0.99996212  x   1.00007709  =   1.00003920
 NF1446
 NF1446|---------------------------------------------------------------------|
 NF1446| PID    Reference Object                     Distance      Geod. Az  |
 NF1446|                                                           dddmmss.s |
 NF1446| NF1447 DEWITT                               30.850 METERS 03837     |
 NF1446| NF1441 DEWITT 1970 AZ MK 1976              APPROX. 0.7 KM 1281309.6 |
 NF1446|---------------------------------------------------------------------|
 NF1446
 NF1446                          SUPERSEDED SURVEY CONTROL
 NF1446
 NF1446  NAD 83(1986)-  42 51 39.00288(N)    084 35 22.28227(W) AD(       ) 1
 NF1446  NAD 27      -  42 51 38.87903(N)    084 35 22.35017(W) AD(       ) 1
 NF1446  NGVD 29 (07/19/86)  275.0    (m)          902.     (f) VERT ANG       
 NF1446
 NF1446.Superseded values are not recommended for survey control.
 NF1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1446.See file dsdata.txt to determine how the superseded data were derived.
 NF1446
 NF1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9692248179(NAD 83)
 NF1446_MARKER: DR = REFERENCE MARK DISK
 NF1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1446_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1446+STABILITY: SURFACE MOTION
 NF1446
 NF1446  HISTORY     - Date     Condition        Report By
 NF1446  HISTORY     - 1976     MONUMENTED       NGS
 NF1446  HISTORY     - 1976     GOOD             NGS
 NF1446  HISTORY     - 1980     GOOD             MIDH
 NF1446
 NF1446                          STATION DESCRIPTION
 NF1446
 NF1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1446'NO MEASUREMENT BETWEEN RMS DUE TO TREES AND FENCE ON LINE.
 NF1446'
 NF1446'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF LANSING, 10
 NF1446'MILES SOUTH OF ST. JOHNS, 1-3/4 MILES NORTHWEST OF DEWITT, IN THE
 NF1446'SOUTH 1/2 OF SECTION 31, T 5 N, R 2 W, AND ON LAND OWNED BY
 NF1446'MR. DONALD SEYFRIED.  HIS HOME IS ABOUT 0.35 MILE SOUTHWEST OF
 NF1446'STATION.  PHONE NUMBER (517) 669-9819, DEWITT, MICHIGAN.
 NF1446'
 NF1446'TO REACH THE STATION FROM THE POST OFFICE IN DEWITT, GO NORTH ON
 NF1446'BRIDGE STREET FOR 0.9 MILE TO A T-INTERSECTION.  TURN LEFT, WEST.
 NF1446'FOR 0.15 MILE TO WHERE THE PAVED ROAD TURNS NORTH.  CONTINUE WEST
 NF1446'ON GRAVELED ROAD (CUTLER ROAD) FOR 0.6 MILE TO A CROSSROAD AND
 NF1446'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE ROADS.  CONTINUE WEST
 NF1446'ON CUTLER ROAD FOR 0.35 MILE TO MR. SEYFRIED HOME ON THE RIGHT,
 NF1446'NORTH SIDE OF ROAD.  CONTACT MR. SEYFRIED AS TO THE BEST ROUTE TO
 NF1446'REACH THE STATION AS THIS CAN CHANGE DUE TO CROPS AND PASTURE.
 NF1446'
 NF1446'STATION MARK, A STANDARD REFERENCE MARK DISK, STAMPED DEWITT NO 1
 NF1446'1970, IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1446'FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET EAST OF FENCE LINE AND
 NF1446'2 FEET EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1446'
 NF1446'DEWITT, STANDARD STATION MARK DISKS STAMPED DEWITT 1970.  THE SURFACE
 NF1446'MARK IS SET IN A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 24
 NF1446'INCHES BELOW THE GROUND SURFACE.  IT IS 103 FEET NORTHEAST OF A
 NF1446'METAL WITNESS POST WITH SIGN ATTACHED, 100 FEET SOUTHEAST OF A METAL
 NF1446'WITNESS POST WITH SIGN ATTACHED AND 65 FEET EAST OF A NORTH-SOUTH
 NF1446'FENCE LINE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 NF1446'OF CONCRETE 48 INCHES BELOW GROUND SURFACE.
 NF1446'
 NF1446'REFERENCE MARK 2, A STANDARD DISK STAMPED DEWITT NO 2 1970, IS SET
 NF1446'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1446'THE GROUND SURFACE.  IT IS 1 FOOT EAST OF FENCE LINE AND 1 FOOT
 NF1446'EAST OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1446'
 NF1446'THE AZIMUTH MARK, A STANDARD DISK STAMPED DEWITT 1970, IS SET IN
 NF1446'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1446'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 50 FEET NORTHWEST OF THE
 NF1446'INTERSECTION OF CROSSROAD, 30 FEET NORTH OF THE CENTER OF CUTLER
 NF1446'ROAD, 21.5 FEET WEST OF A FENCE CORNER POST, 1.7 FEET SOUTHWEST
 NF1446'OF A METAL WITNESS POST WITH SIGN ATTACHED AND 1 FOOT SOUTH OF
 NF1446'FENCELINE.
 NF1446'
 NF1446'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1446'
 NF1446'NEAREST TOWN--DEWITT.
 NF1446'
 NF1446'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 NF1446
 NF1446                          STATION RECOVERY (1980)
 NF1446
 NF1446'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1446'THE STATION MARK, STAMPED---DEWITT NO 1 1970---WAS FOUND IN GOOD
 NF1446'CONDITION.  REFERENCE MARK 2 WAS IN GOOD CONDITION.  NO MEASUREMENTS
 NF1446'WERE MADE BETWEEN THE STATION AND REFERENCE MARK 2.  THE AZIMUTH MARK
 NF1446'WAS RECOVERED IN GOOD CONDITION.
 NF1446'
 NF1446'CHECK WITH PROPERTY OWNER FOR ACCESS TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1439 ***********************************************************************
 NF1439  DESIGNATION -  DEWITT TWP TANK
 NF1439  PID         -  NF1439
 NF1439  STATE/COUNTY-  MI/CLINTON
 NF1439  USGS QUAD   -  LANSING NORTH (1980)
 NF1439
 NF1439                         *CURRENT SURVEY CONTROL
 NF1439  ___________________________________________________________________
 NF1439* NAD 83(1994)-  42 49 13.37308(N)    084 35 05.87166(W)     ADJUSTED  
 NF1439* NAVD 88     -                                                        
 NF1439  ___________________________________________________________________
 NF1439  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NF1439  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF1439
 NF1439  HORZ ORDER  -  THIRD
 NF1439
 NF1439.The horizontal coordinates were established by classical geodetic methods
 NF1439.and adjusted by the National Geodetic Survey in February 1997..
 NF1439
 NF1439
 NF1439.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1439
 NF1439.The geoid height was determined by GEOID03.
 NF1439
 NF1439;                    North         East     Units Scale Factor Converg.
 NF1439;SPC MI S     -   146,687.541 3,982,149.705   MT  0.99990751   -0 08 54.8
 NF1439;SPC MI S     -   481,258.34 13,064,795.62   iFT  0.99990751   -0 08 54.8
 NF1439;UTM  16      - 4,743,697.692   697,422.530   MT  1.00007952   +1 38 31.3
 NF1439
 NF1439                          SUPERSEDED SURVEY CONTROL
 NF1439
 NF1439  NAD 83(1986)-  42 49 13.37120(N)    084 35 05.88966(W) AD(       ) 4
 NF1439  NAD 27      -  42 49 13.24630(N)    084 35 05.95612(W) AD(       ) 3
 NF1439
 NF1439.Superseded values are not recommended for survey control.
 NF1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1439.See file dsdata.txt to determine how the superseded data were derived.
 NF1439
 NF1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9742343698(NAD 83)
 NF1439_MARKER: 53 = ELEVATED TANK
 NF1439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1439+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2002
 NF1439
 NF1439  HISTORY     - Date     Condition        Report By
 NF1439  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1439  HISTORY     - 19950504 GOOD             USPSQD
 NF1439  HISTORY     - 20020818 GOOD             GEOCAC
 NF1439
 NF1439                          STATION DESCRIPTION
 NF1439
 NF1439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1439'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE DEWITT
 NF1439'TOWNSHIP WATER TANK.  THE TANK HAS A CYLINDRICAL BODY, WITH A DOME
 NF1439'SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TUBULAR LEGS.
 NF1439'IT IS SILVE IN COLOR AND APPROXIMATELY 125 FEET HIGH.
 NF1439'
 NF1439'LOCATED 1.7 MILES SOUTHWEST OF THE CENTER OF DEWITT, 0.15 MILE
 NF1439'SOUTHWEST OF DEWITT HIGH SCHOOL, AND 0.2 MILE EAST OF SHAVEY ROAD.
 NF1439
 NF1439                          STATION RECOVERY (1995)
 NF1439
 NF1439'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1439'RECOVERED IN GOOD CONDITION.
 NF1439
 NF1439                          STATION RECOVERY (2002)
 NF1439
 NF1439'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1439'THE TOWER IS PAINTED BLUE NOW TO MATCH THE HIGH SCHOOL COLOR SCHEME.
 NF1439'EASY ACCESS FROM CLARK RD NOW IF YOU TAKE THE ENTRANCE TO THE NEW HIGH
 NF1439'SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1497 ***********************************************************************
 NE1497  DESIGNATION -  DEXTER
 NE1497  PID         -  NE1497
 NE1497  STATE/COUNTY-  MI/WASHTENAW
 NE1497  USGS QUAD   -  DEXTER (1983)
 NE1497
 NE1497                         *CURRENT SURVEY CONTROL
 NE1497  ___________________________________________________________________
 NE1497* NAD 83(1994)-  42 19 58.35091(N)    083 55 55.81367(W)     ADJUSTED  
 NE1497* NAVD 88     -       298.9    (meters)     981.     (feet)  GPS OBS   
 NE1497  ___________________________________________________________________
 NE1497  X           -     499,182.152 (meters)                     COMP
 NE1497  Y           -  -4,695,917.156 (meters)                     COMP
 NE1497  Z           -   4,273,187.907 (meters)                     COMP
 NE1497  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 NE1497  ELLIP HEIGHT-         265.20  (meters)          (07/12/02) GPS OBS
 NE1497  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NE1497
 NE1497  HORZ ORDER  -  FIRST
 NE1497  ELLP ORDER  -  FOURTH    CLASS I
 NE1497
 NE1497.The horizontal coordinates were established by GPS observations
 NE1497.and adjusted by the National Geodetic Survey in February 1997..
 NE1497
 NE1497.The orthometric height was determined by GPS observations and a
 NE1497.high-resolution geoid model.
 NE1497
 NE1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1497
 NE1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1497
 NE1497.The ellipsoidal height was determined by GPS observations
 NE1497.and is referenced to NAD 83.
 NE1497
 NE1497.The geoid height was determined by GEOID03.
 NE1497
 NE1497;                    North         East     Units Scale Factor Converg.
 NE1497;SPC MI S     -    92,606.525 4,035,808.276   MT  0.99995300   +0 17 44.5
 NE1497;SPC MI S     -   303,827.18 13,240,840.80   iFT  0.99995300   +0 17 44.5
 NE1497;UTM  17      - 4,690,900.784   258,424.349   MT  1.00031810   -1 58 32.1
 NE1497;UTM  16      - 4,691,295.283   752,753.314   MT  1.00038610   +2 04 01.5
 NE1497
 NE1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1497!SPC MI S     -   0.99995841  x   0.99995300  =   0.99991141
 NE1497!UTM  17      -   0.99995841  x   1.00031810  =   1.00027650
 NE1497!UTM  16      -   0.99995841  x   1.00038610  =   1.00034449
 NE1497
 NE1497:                Primary Azimuth Mark                     Grid Az
 NE1497:SPC MI S     -  N ANN ARBOR BARTON HILLS GC TK           094 22 49.2
 NE1497:UTM  17      -  N ANN ARBOR BARTON HILLS GC TK           096 39 05.8
 NE1497:UTM  16      -  N ANN ARBOR BARTON HILLS GC TK           092 36 32.2
 NE1497
 NE1497|---------------------------------------------------------------------|
 NE1497| PID    Reference Object                     Distance      Geod. Az  |
 NE1497|                                                           dddmmss.s |
 NE1497| NE1496 N ANN ARBOR BARTON HILLS GC TK      APPROX.13.8 KM 0944033.7 |
 NE1497| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX.17.3 KM 1092232.0 |
 NE1497| CH0978 DEXTER RM 1                          24.695 METERS 13555     |
 NE1497| CH0979 DEXTER RM 2                          38.981 METERS 23927     |
 NE1497| NF1364 CHELSEA MUNICIPAL TANK              APPROX. 7.4 KM 2555633.0 |
 NE1497| NF1363 CHELSEA TOWER BUILDING FINIAL       APPROX. 7.4 KM 2582512.3 |
 NE1497| CH0977 DEXTER AZ MK                                       2875908.1 |
 NE1497|---------------------------------------------------------------------|
 NE1497
 NE1497                          SUPERSEDED SURVEY CONTROL
 NE1497
 NE1497  ELLIP H (02/03/97)  265.23   (m)                       GP(       ) 4 1
 NE1497  NAD 83(1986)-  42 19 58.35515(N)    083 55 55.83824(W) AD(       ) 1
 NE1497  NAD 83(1986)-  42 19 58.35333(N)    083 55 55.83662(W) AD(       ) 1
 NE1497  NAD 27      -  42 19 58.22469(N)    083 55 56.03541(W) AD(       ) 1
 NE1497
 NE1497.Superseded values are not recommended for survey control.
 NE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1497.See file dsdata.txt to determine how the superseded data were derived.
 NE1497
 NE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG5842490901(NAD 83)
 NE1497_MARKER: DD = SURVEY DISK
 NE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1497_STAMPING: DEXTER 1932
 NE1497_MARK LOGO: CGS   
 NE1497_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1497+STABILITY: SURFACE MOTION
 NE1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1497+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1996
 NE1497
 NE1497  HISTORY     - Date     Condition        Report By
 NE1497  HISTORY     - 1932     MONUMENTED       CGS
 NE1497  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NE1497  HISTORY     - 1975     SEE DESCRIPTION  AHI
 NE1497  HISTORY     - 1976     GOOD             NGS
 NE1497  HISTORY     - 1980     GOOD             MIDH
 NE1497  HISTORY     - 19931101 GOOD             AYLENO
 NE1497  HISTORY     - 19961013 GOOD             OHM
 NE1497
 NE1497                          STATION DESCRIPTION
 NE1497
 NE1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1497'ABOUT 10 MILES WEST-NORTHWEST OF ANN ARBOR, 2 MILES WEST OF DEXTER, 2
 NE1497'1/2 MILES EAST OF CHELSEA, ON SOUTH SLOPE OF
 NE1497'SOUTHEAST RIM NEAR HIGHEST PART OF LOCALLY PROMINENT HILL, 26
 NE1497'FEET SOUTHEAST OF SOUTHEAST EDGE OF
 NE1497'GRAVEL PIT, 62 FEET NORTH OF FENCE, AND 20 FEET
 NE1497'WEST OF GROUP OF SMALL OAK TREES.  GRAVEL HAS BEEN DUG
 NE1497'FROM UPPER PART OF HILL
 NE1497'FORMING CRATER WHICH IS NOW ABANDONED.  TO REACH FROM CHELSEA, GO
 NE1497'EAST 2 MILES ON GRAVEL ROAD
 NE1497'PARALLEL TO MICHIGAN CENTRAL RAILROAD TO RAILROAD CROSSING AT
 NE1497'CEMENT PLANT, CONTINUE EAST 2
 NE1497'MILES ALONG GRAVEL ROAD TO T-INTERSECTION, PROCEED
 NE1497'NORTH 0.2 MILE ON GRAVEL ROAD, TAKE RIGHT FORK,
 NE1497'CONTINUE 0.1 MILE ALONG OLD SPUR
 NE1497'LINE OF RAILROAD TO END OF ROAD, TURN RIGHT, AND GO AROUND GRAVEL
 NE1497'PIT TO STATION SITE.  SURFACE
 NE1497'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 NE1497'NOTES 1A AND 7A.  UPPER MARK
 NE1497'PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH
 NE1497'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 NE1497'NOTE 11A.  NO. 1 PROJECTS 3
 NE1497'INCHES, IS ON SLOPE OF HILL, 1 FOOT NORTH OF FENCE, 8 FEET
 NE1497'SOUTHWEST OF GROUP OF SMALL OAK
 NE1497'TREES, AND 80.99 FEET (SLOPE) FROM STATION IN AZIMUTH 315 DEG 55 MIN.
 NE1497'NO. 2 PROJECTS 3 INCHES, IS ON SLOPE
 NE1497'OF HILL, 3 FEET NORTH OF FENCE, 60 FEET WEST OF FENCE CORNER,
 NE1497'12 FEET SOUTH OF RIM OF GRAVEL PIT, AND
 NE1497'127.77 FEET (SLOPE) FROM STATION IN AZIMUTH
 NE1497'59 DEG 27 MIN.  AZIMUTH MARK IS NORTHWEST CORNER OF
 NE1497'PASTURE, 1.5 FEET SOUTH AND 1.5
 NE1497'FEET EAST OF FENCE CORNER, ABOUT 0.1 MILE EAST OF GRAVEL ROAD, 8 FEET
 NE1497'SOUTH OF CENTER LINE OF NARROW
 NE1497'DIRT ROAD, 75 FEET SOUTH OF CENTER LINE OF SOUTH TRACK OF MICHIGAN
 NE1497'CENTRAL RAILROAD, AND
 NE1497'APPROXIMATELY 0.2 MILE FROM STATION IN AZIMUTH 107 DEG 59 MIN 08 SEC.
 NE1497'AZIMUTH FROM STATION TO DEXTER CATHOLIC
 NE1497'CHURCH SPIRE, DISTANT APPROXIMATELY
 NE1497'4 MILES, IS 263 DEG 41 MIN 53 SEC, AND TO CHELSEA,
 NE1497'MUNICIPAL WATER TANK, DISTANT APPROXIMATELY
 NE1497'4.5 MILES 75 DEG 56 MIN 32 SEC.
 NE1497
 NE1497                          STATION RECOVERY (1975)
 NE1497
 NE1497'RECOVERY NOTE BY ATWELL HICKS INCORPORATED 1975 (PVS)
 NE1497'DEXTER GOOD
 NE1497'
 NE1497'AZIMUTH (107 DEG 59 MIN 08 SEC) FAIR CONCRETE SLIGHTLY DAMAGED
 NE1497
 NE1497                          STATION RECOVERY (1976)
 NE1497
 NE1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 NE1497'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AND IN GOOD
 NE1497'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE DISTANCE TO
 NE1497'REFERENCE MARK 1 CHECKED AND THE DISTANCE TO REFERENCE MARK 2 WAS
 NE1497'LONGER BY 0.12 FOOT.  DUE TO ROAD CHANGES A NEW DESCRIPTION
 NE1497'FOLLOWS.
 NE1497'
 NE1497'THE STATION IS ABOUT 2-1/2 MILES EAST OF CHELSEA, 2 MILES WEST OF
 NE1497'DEXTER AND ON THE SOUTHEAST EDGE OF A GRAVEL PIT ON PROPERTY OF A
 NE1497'MR. COY ADDRESS UNKNOWN.  IT IS 63 FEET NORTH OF A FENCELINE, 28
 NE1497'FEET SOUTH OF THE NORTHEAST EDGE OF THE GRAVEL PIT AND 21 FEET
 NE1497'SOUTHWEST OF A 16-INCH OAK TREE WITH A SURVEY WITNESS SIGN
 NE1497'ATTACHED.  THE MARK PROJECTS 4-INCHES AND THE DISK IS STAMPED
 NE1497'DEXTER 1932.
 NE1497'
 NE1497'REFERENCE MARK 1 IS 9 FEET SOUTHWEST OF A TWIN TRUNK OAK TREE WITH
 NE1497'A SURVEY WITNESS SIGN ATTACHED, 2 FEET NORTH OF THE FENCELINE AND
 NE1497'ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK PROJECTS 3 INCHES
 NE1497'AND THE DISK STAMPED DEXTER NO 1 1932.
 NE1497'
 NE1497'REFERENCE MARK 2 IS 46 FEET WEST OF A 14-INCH TWIN TRUNK OAK TREE
 NE1497'WITH A SURVEY WITNESS SIGN ATTACHED, 15 FEET SOUTH OF THE SOUTH EDGE
 NE1497'OF GRAVEL PIT, 15 FEET EAST OF A LONE CEDAR TREE AND 2 FEET NORTH
 NE1497'OF THE FENCELINE.  THE MARK PROJECTS 4-INCHES AND THE DISK STAMPED
 NE1497'DEXTER NO 2 1932.
 NE1497'
 NE1497'TO REACH THE STATION FROM DEXTER AT THE INTERSECTION OF
 NE1497'DEXTER-PICKNEY ROADS, DEXTER-CHELSEA ROADS., GO WEST ON
 NE1497'DEXTER-CHELSEA ROAD FOR 3.0 MILES TO A CROSSROAD.  TURN RIGHT ON
 NE1497'DANCER ROAD AND GO FOR 0.2 MILE TO 2-GATES ON THE RIGHT.  TAKE THE
 NE1497'NORTH ONE OF TWO ROADS EAST FOR 0.2 MILE TO THE NORTHEAST EDGE OF
 NE1497'A LARGE HILL AND GRAVEL PIT.  FROM HERE PACK IN A SOUTHERLY
 NE1497'DIRECTION TO THE SOUTHEAST EDGE OF THE GRAVEL PIT AND STATION AS
 NE1497'DESCRIBED.
 NE1497'
 NE1497'AT THIS TIME THERE WAS NO OBJECTS VISIBLE TO SET A NEW AZIMUTH MARK.
 NE1497'THERE WERE TREES AND HEAVY BRUSH ON LINE REFERENCE MARK 1 REFERENCE
 NE1497'MARK 2.
 NE1497'
 NE1497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 NE1497'EAST OF CHELSEA.
 NE1497'
 NE1497'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NE1497
 NE1497                          STATION RECOVERY (1980)
 NE1497
 NE1497'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (SJE)
 NE1497'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 NE1497'DESCRIBED.  THE DISTANCES ARE SHORTER FROM STATION TO THE REFERENCE
 NE1497'MARKS BECAUSE THEY WERE MEASURED HORIZONTAL.  THE AZIMUTH MARK WAS
 NE1497'FOUND IN FAIR CONDITION AS THE CONCRETE WAS CHIPPED OFF ON 2 CORNERS
 NE1497'OF THE MONUMENT AND A SMALL PIECE OF THE CAP WAS CHIPPED OFF.  THE
 NE1497'PREVIOUS DESCRIPTION IS ADEQUATE.
 NE1497
 NE1497                          STATION RECOVERY (1993)
 NE1497
 NE1497'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1497'RECOVERED AS DESCRIBED.
 NE1497
 NE1497                          STATION RECOVERY (1996)
 NE1497
 NE1497'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1996 (KSW)
 NE1497'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0085 ***********************************************************************
 NF0085  DESIGNATION -  DH
 NF0085  PID         -  NF0085
 NF0085  STATE/COUNTY-  MI/INGHAM
 NF0085  USGS QUAD   -  EAST LANSING (1970)
 NF0085
 NF0085                         *CURRENT SURVEY CONTROL
 NF0085  ___________________________________________________________________
 NF0085* NAD 83(1986)-  42 43 39.     (N)    084 29 41.     (W)     SCALED    
 NF0085* NAVD 88     -       255.87   (+/-2cm)     839.5    (feet)  VERTCON   
 NF0085  ___________________________________________________________________
 NF0085  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0085
 NF0085  VERT ORDER  -  ? (See Below)
 NF0085
 NF0085.The horizontal coordinates were scaled from a topographic map and have
 NF0085.an estimated accuracy of +/- 6 seconds.
 NF0085
 NF0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0085.The vertical order pertains to the NGVD 29 superseded value.
 NF0085
 NF0085.The geoid height was determined by GEOID03.
 NF0085
 NF0085;                    North         East    Units  Estimated Accuracy
 NF0085;SPC MI S     -   136,360.    3,989,510.      MT  (+/- 180 meters Scaled)
 NF0085
 NF0085                          SUPERSEDED SURVEY CONTROL
 NF0085
 NF0085  NGVD 29 (??/??/92)  255.998  (m)          839.89   (f) ADJ UNCH    ?  
 NF0085
 NF0085.Superseded values are not recommended for survey control.
 NF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0085.See file dsdata.txt to determine how the superseded data were derived.
 NF0085
 NF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051335(NAD 83)
 NF0085_MARKER: Q = CHISELED SQUARE
 NF0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0085_SP_SET: COPING
 NF0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0085
 NF0085  HISTORY     - Date     Condition        Report By
 NF0085  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0085  HISTORY     - 1932     GOOD             MISCOL
 NF0085  HISTORY     - 1978     POOR             NGS
 NF0085
 NF0085                          STATION DESCRIPTION
 NF0085
 NF0085'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0085'AT EAST LANSING.
 NF0085'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0085'FARM, AT DEMONSTRATION HALL, ON THE EAST WING OF THE FRONT
 NF0085'STEPS, AND ON THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE
 NF0085'COPING.  A CHISELED SQUARE.
 NF0085
 NF0085                          STATION RECOVERY (1978)
 NF0085
 NF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0085'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0757 ***********************************************************************
 NF0757  DESIGNATION -  DIAS 2
 NF0757  PID         -  NF0757
 NF0757  STATE/COUNTY-  MI/KENT
 NF0757  USGS QUAD   -  CUTLERVILLE (1982)
 NF0757
 NF0757                         *CURRENT SURVEY CONTROL
 NF0757  ___________________________________________________________________
 NF0757* NAD 83(1994)-  42 47 47.31736(N)    085 39 00.19668(W)     ADJUSTED  
 NF0757* NAVD 88     -       315.93   (meters)    1036.5    (feet)  RESET     
 NF0757  ___________________________________________________________________
 NF0757  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 NF0757  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0757
 NF0757  HORZ ORDER  -  FIRST
 NF0757  VERT ORDER  -  THIRD
 NF0757
 NF0757.The horizontal coordinates were established by classical geodetic methods
 NF0757.and adjusted by the National Geodetic Survey in February 1997..
 NF0757
 NF0757.The orthometric height was computed from unverified reset data.
 NF0757
 NF0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0757
 NF0757.The geoid height was determined by GEOID03.
 NF0757
 NF0757;                    North         East     Units Scale Factor Converg.
 NF0757;SPC MI S     -   144,809.273 3,895,020.290   MT  0.99990807   -0 52 24.2
 NF0757;SPC MI S     -   475,096.04 12,778,937.96   iFT  0.99990807   -0 52 24.2
 NF0757;UTM  16      - 4,739,097.967   610,395.090   MT  0.99974993   +0 55 02.1
 NF0757
 NF0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0757!SPC MI S     -   0.99995572  x   0.99990807  =   0.99986379
 NF0757!UTM  16      -   0.99995572  x   0.99974993  =   0.99970566
 NF0757
 NF0757|---------------------------------------------------------------------|
 NF0757| PID    Reference Object                     Distance      Geod. Az  |
 NF0757|                                                           dddmmss.s |
 NF0757| NF1643 BYRON CTR DARLING TRUCK MAST         20.882 METERS 00150     |
 NF0757| NF1640 AIRPORT BCN KENT CO APT             APPROX.13.8 KM 0451701.4 |
 NF0757| NF1641 DUTTON                              APPROX. 9.5 KM 0643841.2 |
 NF0757| NF0760 DIAS 2 RM 4                          12.353 METERS 08636     |
 NF0757| NF1648 MIDDLEVILLE TV STA WOOD MAST        APPROX.16.7 KM 1362809.2 |
 NF0757| NF1642 BYRON CTR BELL TEL MICROWAVE        295.407 METERS 27831     |
 NF0757| NF0758 DIAS RM 2                           347.266 METERS 28335     |
 NF0757| NF0759 DIAS 2 RM 3                          18.091 METERS 35241     |
 NF0757|---------------------------------------------------------------------|
 NF0757
 NF0757                          SUPERSEDED SURVEY CONTROL
 NF0757
 NF0757  NAD 83(1986)-  42 47 47.31712(N)    085 39 00.21044(W) AD(       ) 1
 NF0757  NAD 27      -  42 47 47.20640(N)    085 39 00.12231(W) AD(       ) 1
 NF0757  NGVD 29 (07/19/86)  316.07   (m)         1037.0    (f) LEVELING    3  
 NF0757
 NF0757.Superseded values are not recommended for survey control.
 NF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0757.See file dsdata.txt to determine how the superseded data were derived.
 NF0757
 NF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1039539098(NAD 83)
 NF0757_MARKER: DH = HORIZONTAL CONTROL DISK
 NF0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0757_SP_SET: CONCRETE POST
 NF0757_STAMPING: DIAS 2 1969
 NF0757_MARK LOGO: CGS   
 NF0757_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0757+STABILITY: SURFACE MOTION
 NF0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0757+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 NF0757
 NF0757  HISTORY     - Date     Condition        Report By
 NF0757  HISTORY     - 1969     MONUMENTED       CGS
 NF0757  HISTORY     - 1969     GOOD             CGS
 NF0757  HISTORY     - 1980     GOOD             MIDH
 NF0757  HISTORY     - 1984     GOOD             NGS
 NF0757  HISTORY     - 19840223 GOOD             NGS
 NF0757  HISTORY     - 19950917 GOOD             USPSQD
 NF0757  HISTORY     - 20030924 GOOD             INDIV
 NF0757
 NF0757                          STATION DESCRIPTION
 NF0757
 NF0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0757'NO MEASUREMENTS BETWEEN THE RMS DUE TO A BUILDING ON LINE.
 NF0757'THE STATION IS LOCATED NEAR THE NORTH CENTER OF SECTION 30, T. 5 N.,
 NF0757'R. 11 W., ON A
 NF0757'HILL LOCALLY KNOWN AS DIAS HILL AND ON PROPERTY OWNED
 NF0757'BY THE DARLING TRUCKING COMPANY
 NF0757'OF GRAND RAPIDS, MICHIGAN.  IT IS
 NF0757'LOCATED ABOUT 12 MILES SOUTH OF THE CENTER OF
 NF0757'GRAND RAPIDS, 6-1/2 MILES
 NF0757'WEST-NORTHWEST OF CALEDONIA AND 1/2 MILE EAST OF U.S. HIGHWAY
 NF0757'131.
 NF0757'
 NF0757'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0757'MAIN STREET FOR
 NF0757'0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 NF0757'SCHOOL AVENUE FOR 100 FEET TO A
 NF0757'T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0757'JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN
 NF0757'RIGHT AND GO NORTH ON
 NF0757'KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST
 NF0757'ON 92ND STREET SE
 NF0757'FOR 6.0 MILES TO A CROSSROAD (EASTERN SE).  CONTINUE WEST
 NF0757'ON 92ND STREET SE FOR 0.3 MILE TO
 NF0757'A SIDE ROAD LEFT. *TURN LEFT AND
 NF0757'GO SOUTH ON A DIRT ROAD FOR 0.05 MILE TO A RADIO
 NF0757'MAST AND THE STATION.
 NF0757'
 NF0757'THE STATION MARK IS A STANDARD DISK STAMPED DIAS 2 1969, SET IN
 NF0757'THE TOP OF A
 NF0757'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5
 NF0757'INCHES ABOVE THE GROUND.  IT IS
 NF0757'88.4 FEET WEST OF THE WEST EDGE OF A
 NF0757'BUILDING, 61 FEET SOUTH OF THE SOUTHWEST LEG OF
 NF0757'THE RADIO MAST AND 3.6
 NF0757'FEET SOUTHWEST OF A METAL WITNESS POST.
 NF0757'
 NF0757'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIAS 2 NO 3 1969,
 NF0757'CEMENTED IN A
 NF0757'DRILL HOLE IN THE CONCRETE FOUNDATION FOR THE SOUTHWEST
 NF0757'LEG OF THE RADIO MAST.
 NF0757'
 NF0757'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIAS 2 NO 4 1969,
 NF0757'SET IN THE TOP OF
 NF0757'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF0757'PROJECTS 3 INCHES ABOVE THE GROUND.
 NF0757'IT IS 69 FEET SOUTHWEST OF TELEPHONE
 NF0757'POLE NUMBER 27135, 48 FEET WEST OF THE WEST EDGE OF THE
 NF0757'BUILDING AND
 NF0757'39 FEET EAST OF THE METAL WITNESS POST.
 NF0757'
 NF0757'REFERENCE MARK WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 NF0757'REFERENCE DISK
 NF0757'STAMPED DIAS NO 2 1931, SET IN THE TOP OF A 12-INCH
 NF0757'SQUARE CONCRETE MONUMENT WHICH
 NF0757'PROJECTS 4 INCHES ABOVE THE GROUND.
 NF0757'IT IS 25 FEET NORTH OF THE CENTER OF 92ND STREET
 NF0757'SE, 5 FEET SOUTH OF
 NF0757'A FENCE CORNER, 2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND
 NF0757'1 FOOT NORTH OF
 NF0757'TELEPHONE POLE NUMBER 42-30.
 NF0757'
 NF0757'*TO REACH REFERENCE MARK 2 FROM THIS POINT, GO WEST ON 92ND STREET
 NF0757'SE FOR 0.15 MILE
 NF0757'TO A MICRO-WAVE TOWER ON THE LEFT AND THE MARK ON THE
 NF0757'RIGHT.
 NF0757'
 NF0757'HEIGHT OF LIGHT ABOVE STATION MARK - 1.9 METERS.
 NF0757
 NF0757                          STATION RECOVERY (1969)
 NF0757
 NF0757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF0757'2 MI NE FROM ROSS.
 NF0757'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0757'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 NF0757'ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN LEFT AND
 NF0757'GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT
 NF0757'AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 NF0757'LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A CROSSROAD
 NF0757'(EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR 0.3 MILE TO
 NF0757'A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05
 NF0757'MILE TO A RADIO MAST AND THE MARK.  IT IS 88.4 FEET WEST OF THE
 NF0757'WEST EDGE OF A BUILDING, 61 FEET SOUTH OF THE SOUTHWEST LEG OF
 NF0757'THE RADIO MAST AND 3.6 FEET SOUTHWEST OF A METAL WITNESS POST.
 NF0757'A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A
 NF0757'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 5 INCHES
 NF0757'ABOVE THE GROUND.
 NF0757
 NF0757                          STATION RECOVERY (1980)
 NF0757
 NF0757'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF0757'THE STATION STAMPED---DIAS 2 1969---AND REFERENCE MARKS 3 AND 4 WERE
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757'
 NF0757'REFERENCE MARK 2 STAMPED---DIAS NO 2 1931---WHICH WAS USED AS THE
 NF0757'AZIMUTH, WAS RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (1984)
 NF0757
 NF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (1984)
 NF0757
 NF0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0757'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SECTION
 NF0757'30 T. 5 N., R. 11 W., ON A HILL LOCALLY KNOWN A DIAS HILL AND ON
 NF0757'PROPERTY OWNED BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS,
 NF0757'MICHIGAN.  IS IS ABOUT 19.3 KM (12.0 MI) SOUTH OF GRAND RAPIDS, 10.5
 NF0757'KM (6.5 MI) WEST -NORTHWEST OF CALEDONIA DND 0.8 KM (0.5 MI) EAST
 NF0757'FROM U.S. HIGHWAY 131.
 NF0757'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0757'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SCHOOL
 NF0757'AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0757'JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO
 NF0757'NORTH ON KRAFT STREET SE FOR 0.96 KM (0.60 MI) TO A SIDE ROAD LEFT.
 NF0757'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0757'CROSSROAD, (EASTERN SE).  CONTINUE WEST ON 92NT STREET SE FOR 0.48 KM
 NF0757'(0.30 MI) TO A SIDE ROAD LEFT, LEADING TO TOP OF HILL AND THE STATION
 NF0757'AS DESCRIBED.
 NF0757'STATION PROJECT 5 INCHES ABOVE THE GROUND.  IT IS 26.94 M (88.39 FT)
 NF0757'WEST FROM THE WEST EDGE OF A BUILDING, 18.59 M (60.99 FT) SOUTH FROM
 NF0757'THE SOUTHWEST LEG OF THE RADIO MAST AND 1.10 M (3.61 FT) SOUTHWEST OF
 NF0757'A MWP.
 NF0757'A TRAVERSE CONNECTION WAS MADE TO DIAS NO 2 1931 USING ELECTRONIC
 NF0757'DISTANCE MEASURING EQUIPMENT.
 NF0757'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF0757'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0757
 NF0757                          STATION RECOVERY (1995)
 NF0757
 NF0757'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0757'RECOVERED IN GOOD CONDITION.
 NF0757
 NF0757                          STATION RECOVERY (2003)
 NF0757
 NF0757'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0757'WITNESSES TO MARK -
 NF0757'N 1/4 COR. SEC. 30, T5N, R11W N76D39M26SW 1134.58' (345.82 M)
 NF0757'REF. MARK NNW 59.4' (18.1 M)          REF. MARK EAST 40.6' (12.4 M)
 NF0757'SE COR. BLDG. NORTH 60.2' (18.3 M)
 NF0757'SW COR. BLDG. EAST 89.4' (27.2 M)
 NF0757'FENCE CORNER ESE 101.0' (30.8 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0759 ***********************************************************************
 NF0759  DESIGNATION -  DIAS 2 RM 3
 NF0759  PID         -  NF0759
 NF0759  STATE/COUNTY-  MI/KENT
 NF0759  USGS QUAD   -  CUTLERVILLE (1982)
 NF0759
 NF0759                         *CURRENT SURVEY CONTROL
 NF0759  ___________________________________________________________________
 NF0759* NAD 83(1986)-  42 47 47.     (N)    085 39 00.     (W)     SCALED    
 NF0759* NAVD 88     -       317.19   (+/-2cm)    1040.6    (feet)  VERTCON   
 NF0759  ___________________________________________________________________
 NF0759  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0759
 NF0759  VERT ORDER  -  THIRD (See Below)
 NF0759
 NF0759.The horizontal coordinates were scaled from a topographic map and have
 NF0759.an estimated accuracy of +/- 6 seconds.
 NF0759
 NF0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0759.The vertical order pertains to the NGVD 29 superseded value.
 NF0759
 NF0759.The geoid height was determined by GEOID03.
 NF0759
 NF0759;                    North         East    Units  Estimated Accuracy
 NF0759;SPC MI S     -   144,800.    3,895,030.      MT  (+/- 180 meters Scaled)
 NF0759
 NF0759                          SUPERSEDED SURVEY CONTROL
 NF0759
 NF0759  NGVD 29 (??/??/??)  317.33   (m)         1041.1    (f) RESET       3  
 NF0759
 NF0759.Superseded values are not recommended for survey control.
 NF0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0759.See file dsdata.txt to determine how the superseded data were derived.
 NF0759
 NF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN104390(NAD 83)
 NF0759_MARKER: DR = REFERENCE MARK DISK
 NF0759_SETTING: 0 = UNSPECIFIED SETTING
 NF0759_STAMPING: DIAS 2 NO 3 1969
 NF0759_MARK LOGO: CGS   
 NF0759_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0759+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1984
 NF0759
 NF0759  HISTORY     - Date     Condition        Report By
 NF0759  HISTORY     - 1969     MONUMENTED       CGS
 NF0759  HISTORY     - 1984     GOOD             NGS
 NF0759  HISTORY     - 19840223 GOOD             NGS
 NF0759  HISTORY     - 19950917 GOOD             USPSQD
 NF0759  HISTORY     - 20030321 GOOD             USPSQD
 NF0759
 NF0759                          STATION DESCRIPTION
 NF0759
 NF0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0759'2 MI NE FROM ROSS.
 NF0759'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0759'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 NF0759'ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT
 NF0759'AND GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN
 NF0759'RIGHT AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD
 NF0759'LEFT.  TURN LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A
 NF0759'CROSSROAD (EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR 0.3
 NF0759'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD
 NF0759'FOR 0.05 MILE TO A RADIO MAST AND THE MARK.  IT IS A STANDARD
 NF0759'REFERENCE MARK DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 NF0759'FOUNDATION FOR THE SOUTHWEST LEG OF THE RADIO MAST.
 NF0759
 NF0759                          STATION RECOVERY (1984)
 NF0759
 NF0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0759'RECOVERED IN GOOD CONDITION.
 NF0759
 NF0759                          STATION RECOVERY (1984)
 NF0759
 NF0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0759'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SECTION
 NF0759'30 T. 5 N., R. 11 W., ON A HILL LOCALLY KNOWN A DIAS HILL AND ON
 NF0759'PROPERTY OWNED BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS,
 NF0759'MICHIGAN.  IS IS ABOUT 19.3 KM (12.0 MI) SOUTH OF GRAND RAPIDS, 10.5
 NF0759'KM (6.5 MI) WEST -NORTHWEST OF CALEDONIA DND 0.8 KM (0.5 MI) EAST
 NF0759'FROM U.S. HIGHWAY 131.
 NF0759'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0759'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SCHOOL
 NF0759'AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0759'JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO
 NF0759'NORTH ON KRAFT STREET SE FOR 0.96 KM (0.60 MI) TO A SIDE ROAD LEFT.
 NF0759'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0759'CROSSROAD, (EASTERN SE).  CONTINUE WEST ON 92NT STREET SE FOR 0.48 KM
 NF0759'(0.30 MI) TO A SIDE ROAD LEFT, LEADING TO TOP OF HILL AND THE STATION
 NF0759'AS DESCRIBED.
 NF0759'REFERENCE MARK 3 IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 NF0759'FOUNDATION FOR THE SOUTHWEST LEG OF THE RADIO MAST.  IT IS 18.091 M
 NF0759'(59.354 FT) NORTH FROM STATION DIAS 2 1969.
 NF0759'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0759
 NF0759                          STATION RECOVERY (1995)
 NF0759
 NF0759'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0759'RECOVERED IN GOOD CONDITION.
 NF0759
 NF0759                          STATION RECOVERY (2003)
 NF0759
 NF0759'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0760 ***********************************************************************
 NF0760  DESIGNATION -  DIAS 2 RM 4
 NF0760  PID         -  NF0760
 NF0760  STATE/COUNTY-  MI/KENT
 NF0760  USGS QUAD   -  CUTLERVILLE (1982)
 NF0760
 NF0760                         *CURRENT SURVEY CONTROL
 NF0760  ___________________________________________________________________
 NF0760* NAD 83(1986)-  42 47 47.     (N)    085 39 00.     (W)     SCALED    
 NF0760* NAVD 88     -       315.14   (+/-2cm)    1033.9    (feet)  VERTCON   
 NF0760  ___________________________________________________________________
 NF0760  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0760
 NF0760  VERT ORDER  -  THIRD (See Below)
 NF0760
 NF0760.The horizontal coordinates were scaled from a topographic map and have
 NF0760.an estimated accuracy of +/- 6 seconds.
 NF0760
 NF0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0760.The vertical order pertains to the NGVD 29 superseded value.
 NF0760
 NF0760.The geoid height was determined by GEOID03.
 NF0760
 NF0760;                    North         East    Units  Estimated Accuracy
 NF0760;SPC MI S     -   144,800.    3,895,030.      MT  (+/- 180 meters Scaled)
 NF0760
 NF0760                          SUPERSEDED SURVEY CONTROL
 NF0760
 NF0760  NGVD 29 (??/??/??)  315.28   (m)         1034.4    (f) RESET       3  
 NF0760
 NF0760.Superseded values are not recommended for survey control.
 NF0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0760.See file dsdata.txt to determine how the superseded data were derived.
 NF0760
 NF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN104390(NAD 83)
 NF0760_MARKER: DR = REFERENCE MARK DISK
 NF0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0760_SP_SET: CONCRETE POST
 NF0760_STAMPING: DIAS 2 NO 4 1969
 NF0760_MARK LOGO: CGS   
 NF0760_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0760+STABILITY: SURFACE MOTION
 NF0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0760+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1984
 NF0760
 NF0760  HISTORY     - Date     Condition        Report By
 NF0760  HISTORY     - 1969     MONUMENTED       CGS
 NF0760  HISTORY     - 1984     GOOD             NGS
 NF0760  HISTORY     - 19840223 GOOD             NGS
 NF0760  HISTORY     - 19950917 GOOD             USPSQD
 NF0760  HISTORY     - 20030321 GOOD             USPSQD
 NF0760
 NF0760                          STATION DESCRIPTION
 NF0760
 NF0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 NF0760'2 MI NE FROM ROSS.
 NF0760'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST ON
 NF0760'MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO SOUTH
 NF0760'ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN RIGHT AND
 NF0760'GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.  TURN RIGHT
 NF0760'AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD LEFT.  TURN
 NF0760'LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A CROSSROAD.
 NF0760'(EASTERN SE) CONTINUE WEST ON 92ND STREET SE FOR 0.3 MILE TO A
 NF0760'SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD FOR 0.05
 NF0760'MILE TO THE MARK.  IT IS 69 FEET SOUTHWEST OF TELEPHONE POLE
 NF0760'NUMBER 27135, 48 FEET WEST OF THE WEST EDGE OF A BUILDING AND
 NF0760'39 FEET EAST OF A METAL WITNESS POST.  A STANDARD REFERENCE MARK
 NF0760'DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF0760'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 NF0760
 NF0760                          STATION RECOVERY (1984)
 NF0760
 NF0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0760'RECOVERED IN GOOD CONDITION.
 NF0760
 NF0760                          STATION RECOVERY (1984)
 NF0760
 NF0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0760'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SECTION
 NF0760'30 T. 5 N., R. 11 W., ON A HILL LOCALLY KNOWN A DIAS HILL AND ON
 NF0760'PROPERTY OWNED BY THE DARLING TRUCKING COMPANY OF GRAND RAPIDS,
 NF0760'MICHIGAN.  IS IS ABOUT 19.3 KM (12.0 MI) SOUTH OF GRAND RAPIDS, 10.5
 NF0760'KM (6.5 MI) WEST -NORTHWEST OF CALEDONIA DND 0.8 KM (0.5 MI) EAST
 NF0760'FROM U.S. HIGHWAY 131.
 NF0760'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0760'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SCHOOL
 NF0760'AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST ON
 NF0760'JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND GO
 NF0760'NORTH ON KRAFT STREET SE FOR 0.96 KM (0.60 MI) TO A SIDE ROAD LEFT.
 NF0760'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0760'CROSSROAD, (EASTERN SE).  CONTINUE WEST ON 92NT STREET SE FOR 0.48 KM
 NF0760'(0.30 MI) TO A SIDE ROAD LEFT, LEADING TO TOP OF HILL AND THE STATION
 NF0760'AS DESCRIBED.
 NF0760'REFERENCE MARK 4 PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 21.03 M
 NF0760'(69.00 FT) SOUTHWEST OF TELEPHONE POLE NUMBER 27135, 14.63 M
 NF0760'(48.00 FT) WEST FROM THE WEST EDGE OF A BUILDING, 12.353 M
 NF0760'(40.528 FT) EAST FROM STATION DIAS 2 1969 AND 11.9 M (39.0 FT) EAST
 NF0760'FROM A MWP.
 NF0760'RECOVEREDY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0760
 NF0760                          STATION RECOVERY (1995)
 NF0760
 NF0760'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0760'RECOVERED IN GOOD CONDITION.
 NF0760
 NF0760                          STATION RECOVERY (2003)
 NF0760
 NF0760'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0758 ***********************************************************************
 NF0758  DESIGNATION -  DIAS RM 2
 NF0758  PID         -  NF0758
 NF0758  STATE/COUNTY-  MI/KENT
 NF0758  USGS QUAD   -  CUTLERVILLE (1982)
 NF0758
 NF0758                         *CURRENT SURVEY CONTROL
 NF0758  ___________________________________________________________________
 NF0758* NAD 83(1994)-  42 47 49.95956(N)    085 39 15.05093(W)     ADJUSTED  
 NF0758* NAVD 88     -       306.543  (meters)    1005.72   (feet)  ADJUSTED  
 NF0758  ___________________________________________________________________
 NF0758  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 NF0758  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0758  DYNAMIC HT  -         306.460 (meters)    1005.44  (feet)  COMP
 NF0758  MODELED GRAV-     980,340.9   (mgal)                       NAVD 88
 NF0758
 NF0758  HORZ ORDER  -  THIRD
 NF0758  VERT ORDER  -  SECOND    CLASS 0
 NF0758
 NF0758.The horizontal coordinates were established by classical geodetic methods
 NF0758.and adjusted by the National Geodetic Survey in February 1997..
 NF0758.No horizontal observational check was made to the station.
 NF0758
 NF0758.The orthometric height was determined by differential leveling
 NF0758.and adjusted by the National Geodetic Survey in June 1991..
 NF0758
 NF0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0758
 NF0758.The geoid height was determined by GEOID03.
 NF0758
 NF0758.The dynamic height is computed by dividing the NAVD 88
 NF0758.geopotential number by the normal gravity value computed on the
 NF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0758.degrees latitude (g = 980.6199 gals.).
 NF0758
 NF0758.The modeled gravity was interpolated from observed gravity values.
 NF0758
 NF0758;                    North         East     Units Scale Factor Converg.
 NF0758;SPC MI S     -   144,895.942 3,894,684.045   MT  0.99990805   -0 52 34.3
 NF0758;SPC MI S     -   475,380.39 12,777,834.79   iFT  0.99990805   -0 52 34.3
 NF0758;UTM  16      - 4,739,174.075   610,056.356   MT  0.99974901   +0 54 52.0
 NF0758
 NF0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0758!SPC MI S     -   0.99995719  x   0.99990805  =   0.99986524
 NF0758!UTM  16      -   0.99995719  x   0.99974901  =   0.99970621
 NF0758
 NF0758                          SUPERSEDED SURVEY CONTROL
 NF0758
 NF0758  NAD 83(1986)-  42 47 49.95769(N)    085 39 15.05952(W) AD(       ) 3
 NF0758  NGVD 29 (??/??/92)  306.680  (m)         1006.17   (f) ADJ UNCH    2 0
 NF0758
 NF0758.Superseded values are not recommended for survey control.
 NF0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0758.See file dsdata.txt to determine how the superseded data were derived.
 NF0758
 NF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1005639174(NAD 83)
 NF0758_MARKER: DR = REFERENCE MARK DISK
 NF0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0758_SP_SET: SQUARE CONCRETE MONUMENT
 NF0758_STAMPING: DIAS NO 2 1931
 NF0758_MARK LOGO: CGS   
 NF0758_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0758+STABILITY: SURFACE MOTION
 NF0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0758+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1984
 NF0758
 NF0758  HISTORY     - Date     Condition        Report By
 NF0758  HISTORY     - 1931     MONUMENTED       CGS
 NF0758  HISTORY     - 1969     GOOD             NGS
 NF0758  HISTORY     - 1984     GOOD             NGS
 NF0758  HISTORY     - 19840223 GOOD             NGS
 NF0758  HISTORY     - 19950917 GOOD             USPSQD
 NF0758
 NF0758                          STATION DESCRIPTION
 NF0758
 NF0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0758'1.8 MI NE FROM ROSS.
 NF0758'TO REACH THE MARK FROM THE POST OFFICE IN CALEDONIA, GO WEST
 NF0758'ON MAIN STREET FOR 0.3 MILE TO A T-ROAD.  TURN LEFT AND GO
 NF0758'SOUTH ON SOUTH SCHOOL AVENUE FOR 100 FEET TO A T-ROAD.  TURN
 NF0758'RIGHT AND GO WEST ON JOHNSON STREET FOR 0.3 MILE TO A T-ROAD.
 NF0758'TURN RIGHT AND GO NORTH ON KRAFT SE FOR 0.6 MILE TO A SIDE ROAD
 NF0758'LEFT.  TURN LEFT AND GO WEST ON 92ND STREET SE FOR 6.0 MILES TO A
 NF0758'CROSSROAD (EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR
 NF0758'0.45 MILE TO A MICRO-WAVE TOWER ON THE LEFT AND THE MARK ON
 NF0758'THE RIGHT.  IT IS 25 FEET NORTH OF THE CENTER OF 92ND STREET
 NF0758'SE, 5 FEET SOUTH OF A FENCE CORNER, 2 FEET NORTH-NORTHEAST OF A
 NF0758'METAL WITNESS POST AND 1 FOOT NORTH OF TELEPHONE POLE NUMBER
 NF0758'42-30.  A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A
 NF0758'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 NF0758'ABOVE THE GROUND.
 NF0758
 NF0758                          STATION RECOVERY (1984)
 NF0758
 NF0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0758'RECOVERED IN GOOD CONDITION.
 NF0758
 NF0758                          STATION RECOVERY (1984)
 NF0758
 NF0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0758'STATION IS LOCATED IN QUAD. 420854, NEAR THE NORTH CENTER OF SEC. 30 T
 NF0758'5 N, R 11 W, ON A HILL LOCALLY KNOWN AS DIAS HILL AND ON HIGHWAY
 NF0758'RIGHT-OF-WAY PROPERTY.  IT IS ABOUT 19.3 KM (12.0 MI) SOUTH FROM THE
 NF0758'CENTER OF GRAND RAPIDS, 10.5 KM (6.5 MI) WEST-NORTHWEST OF CALEDONIA
 NF0758'AND 0.8 KM (0.5 MI) EAST FROM U.S. HIGHWAY 131.
 NF0758'TO REACH FROM THE POST OFFICE IN CALEDONIA, GO WEST ON MAIN STREET FOR
 NF0758'0.48 KM (0.30 MI) TO A T-ROAD.  TURN LEFT AND GO SOUTH ON SOUTH
 NF0758'SCHOOL AVENUE FOR ABOUT 100 FEET TO A T-ROAD.  TURN RIGHT AND GO WEST
 NF0758'ON JOHNSON STREET FOR 0.48 KM (0.30 MI) TO A T-ROAD.  TURN RIGHT AND
 NF0758'GO NORTH ON KRAFT STREET SE FOR 0.97 KM (0.60 MI) TO A SIDEROAD LEFT.
 NF0758'TURN LEFT AND GO WEST ON 92ND STREET SE FOR 9.65 KM (6.00 MI) TO A
 NF0758'CROSSROAD (EASTERN SE).  CONTINUE WEST ON 92ND STREET SE FOR 0.72 KM
 NF0758'(0.45 MI) TO THE MARK ON RIGHT AND A MICROWAVE TOWER ON THE LEFT.
 NF0758'STATION PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 7.620 M
 NF0758'(25.000 FT) NORTH FROM THE CENTER OF 92ND STREET SE, 1.524 M
 NF0758'(5.000 FT) SOUTH OF AND OLD FENCE CORNER, 0.609 M (1.998 FT)
 NF0758'NORTH-NORTHEAST OF A MPW AND 0.914 M (2.999 FT) NORTHWEST FROM A
 NF0758'UTILITY POLE NUMBER 387.
 NF0758'A TRAVERSE CONNECTION WAS MADE TO STATION DIAS 2 1969 USING ELECTRONIC
 NF0758'DISTANCE MEASURING EQUIPMENT.
 NF0758'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NF0758'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF0758
 NF0758                          STATION RECOVERY (1995)
 NF0758
 NF0758'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0556 ***********************************************************************
 RK0556  DESIGNATION -  DICK
 RK0556  PID         -  RK0556
 RK0556  STATE/COUNTY-  MI/DICKINSON
 RK0556  USGS QUAD   -  ALFRED (1986)
 RK0556
 RK0556                         *CURRENT SURVEY CONTROL
 RK0556  ___________________________________________________________________
 RK0556* NAD 83(1994)-  46 00 02.08135(N)    087 37 40.90748(W)     ADJUSTED  
 RK0556* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 RK0556  ___________________________________________________________________
 RK0556  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 RK0556  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RK0556
 RK0556  HORZ ORDER  -  FIRST
 RK0556
 RK0556.The horizontal coordinates were established by classical geodetic methods
 RK0556.and adjusted by the National Geodetic Survey in February 1997..
 RK0556
 RK0556.The orthometric height was scaled from a topographic map.
 RK0556
 RK0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0556
 RK0556.The geoid height was determined by GEOID03.
 RK0556
 RK0556;                    North         East     Units Scale Factor Converg.
 RK0556;SPC MI N     -   135,482.253 7,951,355.880   MT  0.99991512   -0 27 14.2
 RK0556;SPC MI N     -   444,495.58 26,087,125.59   iFT  0.99991512   -0 27 14.2
 RK0556;UTM  16      - 5,094,303.451   451,370.734   MT  0.99962907   -0 27 06.4
 RK0556
 RK0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0556!SPC MI N     -   0.99994941  x   0.99991512  =   0.99986454
 RK0556!UTM  16      -   0.99994941  x   0.99962907  =   0.99957850
 RK0556
 RK0556|---------------------------------------------------------------------|
 RK0556| PID    Reference Object                     Distance      Geod. Az  |
 RK0556|                                                           dddmmss.s |
 RK0556| CJ2436 DICK RM 1                            27.417 METERS 12415     |
 RK0556| CJ2437 DICK RM 2                            26.723 METERS 23214     |
 RK0556| CJ2435 DICK AZ MK                                         2682646.6 |
 RK0556|---------------------------------------------------------------------|
 RK0556
 RK0556                          SUPERSEDED SURVEY CONTROL
 RK0556
 RK0556  NAD 83(1986)-  46 00 02.07893(N)    087 37 40.90318(W) AD(       ) 1
 RK0556  NAD 27      -  46 00 02.24200(N)    087 37 40.42400(W) AD(       ) 1
 RK0556
 RK0556.Superseded values are not recommended for survey control.
 RK0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0556.See file dsdata.txt to determine how the superseded data were derived.
 RK0556
 RK0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5137194303(NAD 83)
 RK0556_MARKER: DS = TRIANGULATION STATION DISK
 RK0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0556
 RK0556  HISTORY     - Date     Condition        Report By
 RK0556  HISTORY     - 1954     MONUMENTED       CGS
 RK0556
 RK0556                          STATION DESCRIPTION
 RK0556
 RK0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0556'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF ARNOLD AND 4 MILES
 RK0556'NORTHEAST OF HARDWOOD.  IT IS 127 FEET WEST OF THE EAST END OF A
 RK0556'GRAVEL ROAD, 33 FEET NORTH OF THE CENTER OF THE GRAVEL ROAD, 13
 RK0556'FEET WEST OF A TRIANGLE BLAZED CHESNUT TREE AND 5 FEET SOUTH OF A
 RK0556'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 RK0556'STAMPED DICK 1954.
 RK0556'
 RK0556'REFERENCE MARK NO. 1 IS 19 FEET SOUTH OF THE CENTER OF THE GRAVEL
 RK0556'ROAD AND 11 FEET NORTH OF A FENCE.  THE MARK PROJECTS 6 INCHES AND
 RK0556'THE DISK IS STAMPED DICK NO 1 1954.
 RK0556'
 RK0556'REFERENCE MARK NO. 2 IS 23 FEET SOUTH OF THE CENTER OF THE ROAD,
 RK0556'9 FEET NORTH OF A FENCE AND PROJECTS 12 INCHES.  THE DISK IS STAMPED
 RK0556'DICK NO 2 1954.
 RK0556'
 RK0556'AZIMUTH MARK IS 25 FEET SOUTH OF THE CENTER OF THE ROAD, 6 FEET NORTH
 RK0556'OF A FENCE AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 RK0556'
 RK0556'TO REACH THE STATION FROM THE SCHOOL HOUSE IN HARDWOOD, JUST WEST OF
 RK0556'THE RAILROAD TRACKS, GO NORTH AND EAST ON A GRAVEL ROAD FOR 2.1
 RK0556'MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.7 MILE TO A
 RK0556'FORK, TAKE THE RIGHT FORK AND GO NORTH AND EAST ON THE MAIN
 RK0556'TRAVELED ROAD FOR 1.65 MILES TO A T INTERSECTION, TURN RIGHT AND
 RK0556'GO EAST FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE
 RK0556'FOR 0.4 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RK0556'
 RK0556'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5446 ***********************************************************************
 AH5446  DESIGNATION -  DICK
 AH5446  PID         -  AH5446
 AH5446  STATE/COUNTY-  MI/CHIPPEWA
 AH5446  USGS QUAD   -  LIME ISLAND (1994)
 AH5446
 AH5446                         *CURRENT SURVEY CONTROL
 AH5446  ___________________________________________________________________
 AH5446* NAD 83(1994)-  46 02 19.41387(N)    083 56 09.81212(W)     ADJUSTED  
 AH5446* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 AH5446  ___________________________________________________________________
 AH5446  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 AH5446  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 AH5446
 AH5446  HORZ ORDER  -  THIRD
 AH5446
 AH5446.The horizontal coordinates were established by classical geodetic methods
 AH5446.and adjusted by the National Geodetic Survey in November 1998..
 AH5446
 AH5446.The orthometric height was scaled from a topographic map.
 AH5446
 AH5446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5446
 AH5446.The geoid height was determined by GEOID03.
 AH5446
 AH5446;                    North         East     Units Scale Factor Converg.
 AH5446;SPC MI N     -   144,112.091 8,237,097.443   MT  0.99991205   +2 12 52.5
 AH5446;SPC MI N     -   472,808.70 27,024,597.91   iFT  0.99991205   +2 12 52.5
 AH5446;UTM  17      - 5,102,541.979   272,816.312   MT  1.00023453   -2 06 51.5
 AH5446;UTM  16      - 5,102,915.249   737,078.508   MT  1.00029101   +2 12 23.3
 AH5446
 AH5446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5446!SPC MI N     -   0.99997748  x   0.99991205  =   0.99988953
 AH5446!UTM  17      -   0.99997748  x   1.00023453  =   1.00021200
 AH5446!UTM  16      -   0.99997748  x   1.00029101  =   1.00026848
 AH5446
 AH5446                          SUPERSEDED SURVEY CONTROL
 AH5446
 AH5446.No superseded survey control is available for this station.
 AH5446
 AH5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7281602542(NAD 83)
 AH5446_MARKER: DD = SURVEY DISK
 AH5446_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5446+WITH SETTING: PAVEMENT
 AH5446_PROJECTION: FLUSH
 AH5446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5446+STABILITY: SURFACE MOTION
 AH5446
 AH5446  HISTORY     - Date     Condition        Report By
 AH5446  HISTORY     - 1988     MONUMENTED       NOS
 AH5446
 AH5446                          STATION DESCRIPTION
 AH5446
 AH5446'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5446'THE STATION IS LOCATED ON THE ST MARYS RIVER ON THE CAISSON FOR THE
 AH5446'SWEETS POINT LIGHT NORTH OF SWEETS POINT.
 AH5446'TO REACH THE STATION FROM THE RABER MUNICIPAL RAMP, GO SOUTHEAST
 AH5446'FOLLOWING THE LIME CHANNEL FOR APPROXIMATELY 7.3 MILES TO THE SWEETS
 AH5446'POINT LIGHT AND THE STATION ON THE CONCRETE CAISSON.
 AH5446'THE STATION IS A STANDARD NOS DISK STAMPED---DICK 1988---,SET INTO A
 AH5446'DRILL HOLE IN THE SURFACE OF THE CONCRETE CAISSON. IT IS LOCATED 2.55
 AH5446'METERS (8.37 FEET) EAST FROM THE WEST EDGE OF THE CAISSON, 0.88 METER
 AH5446'(2.89 FEET) SOUTH FROM THE NORTH EDGE, AND 0.7 METER (2.3 FEET) NORTH
 AH5446'OF THE LIGHT STRUCTURE.
 AH5446'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5446'DESCRIBED BY C M SAUNDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0622 ***********************************************************************
 OK0622  DESIGNATION -  DIETRICH
 OK0622  PID         -  OK0622
 OK0622  STATE/COUNTY-  MI/OTTAWA
 OK0622  USGS QUAD   -  MARNE (1980)
 OK0622
 OK0622                         *CURRENT SURVEY CONTROL
 OK0622  ___________________________________________________________________
 OK0622* NAD 83(1994)-  43 07 06.77365(N)    085 49 15.14002(W)     ADJUSTED  
 OK0622* NAVD 88     -       284.     (meters)     932.     (feet)  SCALED    
 OK0622  ___________________________________________________________________
 OK0622  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 OK0622  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OK0622
 OK0622  HORZ ORDER  -  FIRST
 OK0622
 OK0622.The horizontal coordinates were established by classical geodetic methods
 OK0622.and adjusted by the National Geodetic Survey in February 1997..
 OK0622
 OK0622.The orthometric height was scaled from a topographic map.
 OK0622
 OK0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0622
 OK0622.The geoid height was determined by GEOID03.
 OK0622
 OK0622;                    North         East     Units Scale Factor Converg.
 OK0622;SPC MI S     -   180,807.348 3,881,666.815   MT  0.99991516   -0 59 22.7
 OK0622;SPC MI S     -   593,199.96 12,735,127.35   iFT  0.99991516   -0 59 22.7
 OK0622;UTM  16      - 4,774,654.217   595,924.242   MT  0.99971319   +0 48 21.6
 OK0622
 OK0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0622!SPC MI S     -   0.99996076  x   0.99991516  =   0.99987592
 OK0622!UTM  16      -   0.99996076  x   0.99971319  =   0.99967396
 OK0622
 OK0622|---------------------------------------------------------------------|
 OK0622| PID    Reference Object                     Distance      Geod. Az  |
 OK0622|                                                           dddmmss.s |
 OK0622| CH0982 DIETRICH RM 1                        29.907 METERS 06207     |
 OK0622| CH0983 DIETRICH RM 2                        22.628 METERS 13457     |
 OK0622| CH0981 DIETRICH AZ MK                                     1564046.9 |
 OK0622| OK0624 COOPERSVILLE MUNICIPAL TANK         APPROX.10.8 KM 2350634.9 |
 OK0622| OK0621 LUTH CHURCH STEEPLE N DIETRICH      APPROX. 1.7 KM 3503638.9 |
 OK0622|---------------------------------------------------------------------|
 OK0622
 OK0622                          SUPERSEDED SURVEY CONTROL
 OK0622
 OK0622  NAD 83(1986)-  43 07 06.77513(N)    085 49 15.15119(W) AD(       ) 1
 OK0622  NAD 27      -  43 07 06.69700(N)    085 49 14.99200(W) AD(       ) 1
 OK0622
 OK0622.Superseded values are not recommended for survey control.
 OK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0622.See file dsdata.txt to determine how the superseded data were derived.
 OK0622
 OK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9592474654(NAD 83)
 OK0622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0622_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0622
 OK0622  HISTORY     - Date     Condition        Report By
 OK0622  HISTORY     - 1932     MONUMENTED       CGS
 OK0622  HISTORY     - 1955     SEE DESCRIPTION  LOCSUR
 OK0622  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0622  HISTORY     - 1980     GOOD             MIDH
 OK0622  HISTORY     - 20051201 GOOD             INDIV
 OK0622
 OK0622                          STATION DESCRIPTION
 OK0622
 OK0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0622'ABOUT 12 MILES NORTHWEST OF
 OK0622'GRAND RAPIDS, 4
 OK0622'MILES SOUTHEAST OF CONKLIN, IN SW 1/4 SEC. 35, T. 9 N., R. 13 W.,
 OK0622'CHESTER TOWNSHIP, ON LAND OWNED
 OK0622'AND OCCUPIED BY ALOYS DIETRICH, 175 FEET EAST
 OK0622'OF EAST SIDE OF HIS RESIDENCE, 100 FEET SOUTHEAST
 OK0622'OF SOUTHEAST CORNER OF BARN, 115
 OK0622'FEET NORTH OF CENTER LINE OF ROAD, 25 FEET EAST OF NORTH-SOUTH
 OK0622'FENCE, 53 FEET NORTH OF EAST-WEST
 OK0622'FENCE, AND 19 FEET SOUTHEAST OF 18-INCH APPLE TREE.  TO REACH FROM
 OK0622'MUSKEGON, FOLLOW ROUTE M-46
 OK0622'EAST 19 MILES TO INTERSECTION WITH OTTAWA COUNTY
 OK0622'ROUTE 661, PROCEED SOUTH 8.9 MILES ON COUNTY
 OK0622'ROUTE 661 TO BIG SPRINGS SCHOOL, AND
 OK0622'GO EAST 1.3 MILES FROM SCHOOL ON GRAVEL ROAD TO STATION SITE.
 OK0622'SURFACE AND UNDERGROUND MARKS ARE
 OK0622'STANDARD STATION DISKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 OK0622'MARK PROJECTS 8 INCHES.
 OK0622'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 OK0622'DISKS IN CONCRETE, NOTE 11A.  NO. 1
 OK0622'PROJECTS 4 INCHES, IS 1 FOOT WEST OF NORTH-SOUTH
 OK0622'FENCE, 99 FEET NORTH OF FENCE CORNER, 160 FEET NORTH
 OK0622'OF ROAD, AND 98.12 FEET FROM
 OK0622'STATION IN AZIMUTH 242 DEG 07 MIN.  NO. 2 IS 3 FEET WEST OF LARGE
 OK0622'STUMP, 1 FOOT NORTH OF EAST-WEST
 OK0622'FENCE, 34.5 FEET WEST OF FENCE CORNER, 61 FEET NORTH OF CENTER LINE
 OK0622'OF ROAD, AND 74.24 FEET FROM
 OK0622'STATION IN AZIMUTH 314 DEG 57 MIN.  AZIMUTH MARK IS ABOUT 0.9
 OK0622'MILE SOUTH OF WRIGHT CROSSROADS, ON
 OK0622'RIGHT-OF-WAY OF COUNTY ROAD IN FRONT OF
 OK0622'PROPERTY OWNED BY KATIE MILLER OF GRAND RAPIDS, 1 FOOT
 OK0622'WEST OF FENCE, 29 FEET
 OK0622'EAST OF CENTER LINE OF ROAD, 200 FEET NORTHEAST OF 48-INCH ELM TREE
 OK0622'ON WEST SIDE OF ROAD, 235 FEET
 OK0622'NORTH OF PROPERTY LINE FENCE, AND 1.5 MILES FROM STATION IN AZIMUTH
 OK0622'336 DEG 40 MIN 51 SEC.  LUTHERAN
 OK0622'CHURCH SPIRE, IS 1.0 MILE FROM STATION IN AZIMUTH 170 DEG
 OK0622'36 MIN 40 SEC.
 OK0622
 OK0622                          STATION RECOVERY (1955)
 OK0622
 OK0622'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1955 (AD)
 OK0622'LETTER OF MR. ALYS DIETRICH, R. 1, CONKLIN, MICH. DATED JAN. 8, 1955-
 OK0622'REFERENCE MARK NO.
 OK0622'2 DESTROYED DUE TO BUILDING AN APPLE STORAGE.
 OK0622'REFERENCE MARK MARK DISK STAMPED
 OK0622'DIETRICH NO 2 1932 RECEIVED 3/21/55.
 OK0622
 OK0622                          STATION RECOVERY (1969)
 OK0622
 OK0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 OK0622'THE STATION MARK WAS FOUND IN GOOD CONDITION, REFERENCE MARK 1 WAS
 OK0622'FOUND UPROOTED AND
 OK0622'THE DISK GONE, REFERENCE MARK 2 WAS DESTROYED IN
 OK0622'1955 AND THE DISK MAILED TO THE
 OK0622'OFFICE, THE AZIMUTH MARK WAS NO FOUND
 OK0622'AND THERE IS EVIDENCE OF GRADING IN THE AREA AND
 OK0622'THE MARK IS ASSUMED EITHER
 OK0622'DESTROYED OR BURIED.  ALL THE OLD AZIMUTH OBJECTS MENTIONED ARE
 OK0622'EITHER OBSTRUCTED
 OK0622'BY TREES OR BUILDINGS.  THERE IS NO SUITABLE PLACE TO SET AN
 OK0622'AZIMUTH MARK AT THIS TIME.
 OK0622'REFERENCE MARKS 3 AND 4 WERE SET.  A NEW
 OK0622'DESCRIPTION FOLLOWS.
 OK0622'
 OK0622'THE STAION IS 113 FEET NORTH OF THE CENTERLINE OF WILSON STREET,
 OK0622'21 FEET EAST OF
 OK0622'THE CENTERLINE OF A DRIVE, 6 FEET NORTHWEST OF THE
 OK0622'NORTH DOOR FACING TO BUILDING, 5
 OK0622'FEET NORTHWEST OF A 4 INCH STEEL PIPE,
 OK0622'6 FEET SOUTHWEST OF A SMALL DOOR, 3 FEET WEST OF
 OK0622'THE WEST SIDE OF THE
 OK0622'CONCRETE BLOCK BUILDING, MONUMENT IS 3 INCHES LOWER THAN THE
 OK0622'CONCRETE DRIVE
 OK0622'WHICH SURROUNDS IT.  THE MARK IS COVERED BY A 14 INCH STEEL
 OK0622'UTILITY COVER AND THE
 OK0622'DISK IS STAMPED DIETRICH 1932. (NOTE 1A 7A) THE
 OK0622'STATION IS ON THE PROPERTY OF MR. ALOYS
 OK0622'DIETRICH AND SONS.
 OK0622'
 OK0622'TO REACH THE STATION FROM THE INTERSECTION OF SEHLER AND BAGGETT
 OK0622'STREETS AT THE
 OK0622'SOUTH EDGE OF CONKLIN, GO EAST ON SEHLER STREET FOR 0.4
 OK0622'MILE TO THE CONKLIN SCHOOL ON THE
 OK0622'LEFT.  CONTINUE EAST ON SEHLER STREET
 OK0622'FOR 1.3 MILES TO 24TH AVE.  TURN RIGHT ON 24TH AVE
 OK0622'AND GO SOUTH FOR 0.45
 OK0622'MILE TO WILSON STREET.  TURN LEFT AND GO EAST ON WILSON STREET FOR
 OK0622'1.45 MILES TO THE
 OK0622'STATION ON THE LEFT AT 1311 WILSON STREET.
 OK0622'
 OK0622'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DIETRICH 1932 NO 3
 OK0622'1969 SET IN A
 OK0622'DRILL HOLE IN THE CONCRETE DRIVE AT THE WEST SIDE OF THE
 OK0622'CONCRETE BLOCK APPLE STORAGE
 OK0622'BUILDING, 3 FEET NORTHWEST OF THE SOUTHWEST
 OK0622'CORNER OF THE BUILDING, 1 FOOT SOUTHWEST OF A 4
 OK0622'INCH STEEL PIPE, 24
 OK0622'FEET EAST OF THE CENTERLINE OF THE DRIVE, 96 FEET NORTH OF THE
 OK0622'CENTERLINE OF THE
 OK0622'STREET, 2 FEET WEST OF THE WEST WALL OF THE BUILDING AND
 OK0622'2-1/2 FEET WEST OF THE
 OK0622'SOUTH DOOR FACING.
 OK0622'
 OK0622'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DIETRICH 1932 NO 4
 OK0622'1969 SET IN A
 OK0622'DRILL HOLE IN THE CONCRETE DRIVE AT THE WEST EDGE OF THE
 OK0622'BUILDING, 1 FOOT NORTHEAST OF A
 OK0622'UTILITY POLE, 23 FEET NORTHWEST OF THE
 OK0622'NORTH DOOR FACING AND 13 FEET WEST OF THE WEST
 OK0622'SIDE OF THE BUILDING.
 OK0622'
 OK0622'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 4 MILES
 OK0622'SOUTHEAST OF CONKLIN
 OK0622'
 OK0622'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0622
 OK0622                          STATION RECOVERY (1980)
 OK0622
 OK0622'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0622'THE STATION AND REFERENCE MARK 3 WERE FOUND IN GOOD CONDITION.
 OK0622'REFERENCE MARK 4 WAS FOUND WITH THE SURVEY DISK HAVING BEEN SHEARED
 OK0622'OFF BY A SNOW PLOW.  THE SHAFT OF THE SURVEY DISK IS STILL EMBEDDED IN
 OK0622'THE CONCRETE DRIVE AND THE DISTANCE FROM THE CENTER OF THE SHAFT TO
 OK0622'THE STATION IS GOOD.
 OK0622'
 OK0622'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 OK0622
 OK0622                          STATION RECOVERY (2005)
 OK0622
 OK0622'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DWS)
 OK0622'MAY BE TOO CLOSE TO BUILDING FOR LOCATING WITH GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0506 ***********************************************************************
 RK0506  DESIGNATION -  DIFFIN
 RK0506  PID         -  RK0506
 RK0506  STATE/COUNTY-  MI/ALGER
 RK0506  USGS QUAD   -  DIFFIN (1985)
 RK0506
 RK0506                         *CURRENT SURVEY CONTROL
 RK0506  ___________________________________________________________________
 RK0506* NAD 83(1994)-  46 13 55.86442(N)    087 04 08.77686(W)     ADJUSTED  
 RK0506* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 RK0506  ___________________________________________________________________
 RK0506  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 RK0506  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 RK0506
 RK0506  HORZ ORDER  -  THIRD
 RK0506
 RK0506.The horizontal coordinates were established by classical geodetic methods
 RK0506.and adjusted by the National Geodetic Survey in February 1997..
 RK0506
 RK0506.The orthometric height was scaled from a topographic map.
 RK0506
 RK0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0506
 RK0506.The geoid height was determined by GEOID03.
 RK0506
 RK0506;                    North         East     Units Scale Factor Converg.
 RK0506;SPC MI N     -   161,033.392 7,994,669.874   MT  0.99990326   -0 02 59.8
 RK0506;SPC MI N     -   528,324.78 26,229,231.87   iFT  0.99990326   -0 02 59.8
 RK0506;UTM  16      - 5,119,847.636   494,671.490   MT  0.99960035   -0 02 59.7
 RK0506
 RK0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0506!SPC MI N     -   0.99995794  x   0.99990326  =   0.99986121
 RK0506!UTM  16      -   0.99995794  x   0.99960035  =   0.99955831
 RK0506
 RK0506|---------------------------------------------------------------------|
 RK0506| PID    Reference Object                     Distance      Geod. Az  |
 RK0506|                                                           dddmmss.s |
 RK0506| CJ2439 DIFFIN RM 1                          18.007 METERS 01656     |
 RK0506| CJ2438 DIFFIN AZ MK                                       1302127.2 |
 RK0506| CJ2440 DIFFIN RM 2                          58.119 METERS 14719     |
 RK0506|---------------------------------------------------------------------|
 RK0506
 RK0506                          SUPERSEDED SURVEY CONTROL
 RK0506
 RK0506  NAD 83(1986)-  46 13 55.86029(N)    087 04 08.77518(W) AD(       ) 3
 RK0506  NAD 27      -  46 13 56.04300(N)    087 04 08.25600(W) AD(       ) 3
 RK0506
 RK0506.Superseded values are not recommended for survey control.
 RK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0506.See file dsdata.txt to determine how the superseded data were derived.
 RK0506
 RK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS9467119848(NAD 83)
 RK0506_MARKER: DS = TRIANGULATION STATION DISK
 RK0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0506+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RK0506
 RK0506  HISTORY     - Date     Condition        Report By
 RK0506  HISTORY     - 1955     MONUMENTED       CGS
 RK0506  HISTORY     - 20000710 GOOD             MIDT
 RK0506
 RK0506                          STATION DESCRIPTION
 RK0506
 RK0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0506'STATION IS LOCATED ABOUT 5.5 MILES NORTHWEST OF TRENARY, 2 MILES
 RK0506'SOUTH-SOUTHEAST KIVA POST OFFICE AND ON THE HIGHEST POINT OF HILL
 RK0506'JUST NORTHWEST OF A FARM HOME.  IT IS IN THE NORTHWEST CORNER OF
 RK0506'SECTION 9, T. 44 N., R. 22 W. AND ON THE ROAD RIGHT-OF-WAY.
 RK0506'
 RK0506'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RK0506'HIGHWAY 67 WHICH IS 0.6 MILES WEST OF TRENARY, GO NORTHWEST ON U.S.
 RK0506'HIGHWAY 41 FOR 3.35 MILES TO THE C. RICHMOND GROCERY STORE AND
 RK0506'FILLING STATION ON THE RIGHT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41
 RK0506'FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST
 RK0506'ON U.S.  HIGHWAY 41 FOR 1.15 MILES TO A SIDE ROAD LEFT AND
 RK0506'DRIVEWAY ON THE RIGHT, TURN RIGHT INTO DRIVEWAY AND THEN TURN
 RK0506'LEFT AND GO NORTH FOR 0.05 MILE TO THE TOP OF HILL AND THE
 RK0506'STATION.
 RK0506'
 RK0506'STATION MARK, A STANDARD DISK, STAMPED DIFFIN 1955, IS SET IN THE TOP
 RK0506'OF A CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE.  IT
 RK0506'IS 156 FEET NORTHWEST OF THE NORTHWEST CORNER OF FARM HOME, 140 FEET
 RK0506'EAST OF THE CENTER OF U.S. HIGHWAY 41, 67.5 FEET NORTHEAST OF A
 RK0506'CONCRETE RIGHT-OF-WAY MARKER AND 4 FEET SOUTHEAST OF A WHITE
 RK0506'WITNESS POST.
 RK0506'
 RK0506'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED DIFFIN NO 1 1955, IS
 RK0506'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RK0506'IS 1 FOOT NORTHWEST OF A TELEPHONE POLE AND IS APPROXIMATELY 1 FOOT
 RK0506'LOWER THAN THE STATION.
 RK0506'
 RK0506'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED DIFFIN NO 2 1955, IS
 RK0506'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RK0506'IS 80 FEET EAST OF THE CENTER OF U.S. HIGHWAY 41, 40 FEET NORTH OF
 RK0506'THE CENTER OF DRIVEWAY, 1 FOOT NORTHWEST OF TELEPHONE POLE NO. 105
 RK0506'AND IS APPROXIMATELY 4 FEET LOWER THAN THE STATION.
 RK0506'
 RK0506'AZIMUTH MARK, A STANDARD DISK, STAMPED DIFFIN 1955, IS SET IN THE TOP
 RK0506'OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 29 FEET EAST
 RK0506'OF THE CENTER OF U.S. HIGHWAY 41 AND 2 FEET NORTHWEST OF A WHITE
 RK0506'WITNESS POST.
 RK0506'
 RK0506'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND WILL TAKE
 RK0506'CONSIDERABLE AMOUNT OF CLEARING TO BE MADE SO.
 RK0506'
 RK0506'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0506
 RK0506                          STATION RECOVERY (2000)
 RK0506
 RK0506'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0506'THE STATION MARK AND RM 1 ARE IN GOOD CONDITION.  RM 2 WAS NOT FOUND
 RK0506'AND IS COVERED OVER WITH JUNK, PROPERTY OWNER SAYS 'ITS THERE'.  THE
 RK0506'AZIMUTH MARK WAS SEARCHED FOR EXTENSIVELY BUT NOT RECOVERED, ASSUMED
 RK0506'DESTROYED BY HIGHWAY CONSTRUCTION. DIFFIN  IS LOCATED AT FIRE NUMBER
 RK0506'N2098 LIMESTONE TWP. --MARK IS ON PRIVATE PROPERTY--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0766 ***********************************************************************
 RJ0766  DESIGNATION -  DITCH IBC 1943
 RJ0766  PID         -  RJ0766
 RJ0766  STATE/COUNTY-  MI/CHIPPEWA
 RJ0766  USGS QUAD   -  PAYMENT (1976)
 RJ0766
 RJ0766                         *CURRENT SURVEY CONTROL
 RJ0766  ___________________________________________________________________
 RJ0766* NAD 83(1994)-  46 31 29.13418(N)    084 07 40.96819(W)     ADJUSTED  
 RJ0766* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0766  ___________________________________________________________________
 RJ0766  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 RJ0766  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0766
 RJ0766  HORZ ORDER  -  THIRD
 RJ0766
 RJ0766.The horizontal coordinates were established by classical geodetic methods
 RJ0766.and adjusted by the National Geodetic Survey in February 1997..
 RJ0766
 RJ0766.The orthometric height was scaled from a topographic map.
 RJ0766
 RJ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0766
 RJ0766.The geoid height was determined by GEOID03.
 RJ0766
 RJ0766;                    North         East     Units Scale Factor Converg.
 RJ0766;SPC MI N     -   197,541.230 8,220,290.799   MT  0.99991155   +2 04 32.9
 RJ0766;SPC MI N     -   648,101.15 26,969,458.00   iFT  0.99991155   +2 04 32.9
 RJ0766;SPC MI C     -   356,558.350 6,018,314.163   MT  1.00029602   +0 10 06.8
 RJ0766;SPC MI C     - 1,169,810.86 19,745,125.21   iFT  1.00029602   +0 10 06.8
 RJ0766;UTM  16      - 5,156,362.207   720,265.541   MT  1.00019640   +2 05 05.7
 RJ0766
 RJ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0766!SPC MI N     -   0.99997817  x   0.99991155  =   0.99988972
 RJ0766!SPC MI C     -   0.99997817  x   1.00029602  =   1.00027418
 RJ0766!UTM  16      -   0.99997817  x   1.00019640  =   1.00017457
 RJ0766
 RJ0766|---------------------------------------------------------------------|
 RJ0766| PID    Reference Object                     Distance      Geod. Az  |
 RJ0766|                                                           dddmmss.s |
 RJ0766| RJ0763 CEDAR IBC 1943                      196.396 METERS 14249     |
 RJ0766| RJ0769 THOMAS IBC 1943                     APPROX. 0.6 KM 3253954.9 |
 RJ0766| RJ0767 TERTIARY 27 USLS                    113.153 METERS 33535     |
 RJ0766|---------------------------------------------------------------------|
 RJ0766
 RJ0766                          SUPERSEDED SURVEY CONTROL
 RJ0766
 RJ0766  NAD 83(1986)-  46 31 29.12832(N)    084 07 40.97839(W) AD(       ) 3
 RJ0766  NAD 27      -  46 31 29.04200(N)    084 07 40.87000(W) AD(       ) 3
 RJ0766
 RJ0766.Superseded values are not recommended for survey control.
 RJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0766.See file dsdata.txt to determine how the superseded data were derived.
 RJ0766
 RJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2026656362(NAD 83)
 RJ0766_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0766_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0766+WITH SETTING: PAVEMENT
 RJ0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0766+STABILITY: SURFACE MOTION
 RJ0766
 RJ0766  HISTORY     - Date     Condition        Report By
 RJ0766  HISTORY     - 1943     MONUMENTED       IBC
 RJ0766  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0766
 RJ0766                          STATION DESCRIPTION
 RJ0766
 RJ0766'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0766'STATION IS W OF SQUIRREL ISLAND AND 1/2 MILE S OF REFERENCE MONUMENT
 RJ0766'25 ON W SIDE OF ROAD.  IT IS 6 FEET E OF CENTER OF DRAINAGE DITCH,
 RJ0766'110 FEET W OF TOP OF STEEP BRUSHY BANK, AND ABOUT 10 FEET ABOVE
 RJ0766'WATER.  IT IS 62.8 FEET N OF 24-INCH PINE, 93.0 FEET NNW OF 20-INCH
 RJ0766'SPRUCE, AND 371.23 FEET FROM TERTIARY 27 (U S L S),
 RJ0766'N 24 DEG 26 MIN W.
 RJ0766'
 RJ0766'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN TOP
 RJ0766'OF A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG
 RJ0766'SET FLUSH WITH SURFACE OF BERM OF DITCH.  SUBSURFACE MARK IS A
 RJ0766'ROUNDHEADED COPPER RIVET IN TOP OF A CYLINDER OF CONCRETE 7 INCHES
 RJ0766'IN DIAMETER AND 10 INCHES LONG SET 26 INCHES UNDERGROUND.
 RJ0766
 RJ0766                          STATION RECOVERY (1958)
 RJ0766
 RJ0766'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0766'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0641 ***********************************************************************
 RK0641  DESIGNATION -  DIVIDE
 RK0641  PID         -  RK0641
 RK0641  STATE/COUNTY-  MI/ALGER
 RK0641  USGS QUAD   -  POWELL LAKE (1985)
 RK0641
 RK0641                         *CURRENT SURVEY CONTROL
 RK0641  ___________________________________________________________________
 RK0641* NAD 83(1994)-  46 21 40.81057(N)    086 39 37.48551(W)     ADJUSTED  
 RK0641* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 RK0641  ___________________________________________________________________
 RK0641  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 RK0641  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RK0641
 RK0641  HORZ ORDER  -  FIRST
 RK0641
 RK0641.The horizontal coordinates were established by classical geodetic methods
 RK0641.and adjusted by the National Geodetic Survey in February 1997..
 RK0641
 RK0641.The orthometric height was scaled from a topographic map.
 RK0641
 RK0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0641
 RK0641.The geoid height was determined by GEOID03.
 RK0641
 RK0641;                    North         East     Units Scale Factor Converg.
 RK0641;SPC MI N     -   175,441.780 8,026,131.201   MT  0.99990371   +0 14 43.6
 RK0641;SPC MI N     -   575,596.39 26,332,451.45   iFT  0.99990371   +0 14 43.6
 RK0641;UTM  16      - 5,134,251.731   526,123.337   MT  0.99960839   +0 14 44.7
 RK0641
 RK0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0641!SPC MI N     -   0.99995658  x   0.99990371  =   0.99986030
 RK0641!UTM  16      -   0.99995658  x   0.99960839  =   0.99956499
 RK0641
 RK0641|---------------------------------------------------------------------|
 RK0641| PID    Reference Object                     Distance      Geod. Az  |
 RK0641|                                                           dddmmss.s |
 RK0641| CH1050 DIVIDE RM 2                           8.346 METERS 03626     |
 RK0641| RK0639 WETMORE LOOKOUT TOWER               APPROX. 3.4 KM 0830027.2 |
 RK0641| CH1049 DIVIDE RM 1                          19.730 METERS 19528     |
 RK0641| RK0644 MUNISING U P MICROWAVE TOWER        APPROX. 5.8 KM 3530331.5 |
 RK0641| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX. 5.8 KM 3532416.4 |
 RK0641|---------------------------------------------------------------------|
 RK0641
 RK0641                          SUPERSEDED SURVEY CONTROL
 RK0641
 RK0641  NAD 83(1986)-  46 21 40.80550(N)    086 39 37.48189(W) AD(       ) 1
 RK0641  NAD 27      -  46 21 40.98800(N)    086 39 36.91430(W) AD(       ) 1
 RK0641
 RK0641.Superseded values are not recommended for survey control.
 RK0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0641.See file dsdata.txt to determine how the superseded data were derived.
 RK0641
 RK0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2612334252(NAD 83)
 RK0641
 RK0641  HISTORY     - Date     Condition        Report By
 RK0641  HISTORY     - 1873     MONUMENTED       USLS
 RK0641  HISTORY     - 1929     GOOD             CGS
 RK0641  HISTORY     - 1938     GOOD             CGS
 RK0641  HISTORY     - 1955     GOOD             CGS
 RK0641  HISTORY     - 1958     GOOD             CGS
 RK0641  HISTORY     - 1965     GOOD             CGS
 RK0641
 RK0641                          STATION DESCRIPTION
 RK0641
 RK0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 RK0641'ABOUT 6-1/2 MILES SOUTH OF MUNISING, ABOUT 1000 FEET EAST OF OLD
 RK0641'BAY DE NOQUETTE AND LAKE SUPERIOR ROAD, ON DIVIDE BETWEEN LAKE
 RK0641'SUPERIOR AND GREEN BAY.  MARK IS STONE POST 3-1/2 FEET BELOW
 RK0641'SURFACE OF GROUND.  OVER MARK IS STONE POST FLUSH WITH SURFACE OF
 RK0641'GROUND.  IN 1919 STATION RECOVERED, CENTER STONE BEING 8 INCHES
 RK0641'BELOW SURFACE OF GROUND.  TWO CONCRETE REFERENCE MONUMENTS, 10
 RK0641'INCHES SQUARE AND 3-1/2 FEET LONG, WERE SET, EACH PROJECTING ABOUT 6
 RK0641'INCHES ABOVE GROUND.  NO. 1 IS ON SMALL KNOLL, ABOUT 20 FEET FROM
 RK0641'BANK, ABOUT 20 FEET EAST OF OLD ROAD LEADING UP HILL FROM POINT ON
 RK0641'RAILROAD 1 MILE WEST OF WETMORE, AND 742.40 FEET FROM STATION.
 RK0641'NO. 2 IS 27.37 FEET FROM
 RK0641'STATION.  SCHOOLCRAFT COUNTY, MICH--NE
 RK0641'CORNER OF SEC 27, T. 46 N., R. 19 W.  (U.S.L.S.) IS 760 FEET FROM
 RK0641'STATION ON BEARING N. 67 E.  THIS SECTION CORNER WAS LISTED IN THE
 RK0641'U.S. LAKE SURVEY REPORTS AS BEING IN SCHOOLCRAFT COUNTY.
 RK0641
 RK0641                          STATION RECOVERY (1938)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 RK0641'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.  A
 RK0641'TRIANGULAR BLAZED 12-INCH YELLOW BIRCH TREE BEARS N 13 DEG E
 RK0641'(MAGNETIC) 55 FEET FROM THE STATION, AND A TRIANGULAR-BLAZED 12
 RK0641'INCH BLACK CHERRY TREE BEARS N 47 DEG E (MAGNETIC) 42 FEET FROM THE
 RK0641'STATION.
 RK0641'
 RK0641'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROADS NEAR THE
 RK0641'SE CORNER OF ALGER COUNTY AIRPORT (ABOUT 2 MI. S FROM WETMORE),
 RK0641'PROCEED W FOR 2 MI. WHERE A RUT ROAD TAKES OFF TO THE N BETWEEN
 RK0641'SECTIONS 26 AND 27.  FOLLOW THE RUT ROAD N FOR 0.6 MI. TO A FAINT
 RK0641'TRAIL WHICH FORKS LEFT (GROUP OF TWELVE TO FIFTEEN SCOTCH PINE
 RK0641'TREES IN THE LOCALITY).  FOLLOW THE TRAIL FOR 0.35 MI. UNTIL IT
 RK0641'STARTS A SHARP DESCENT TO THE N.  STATION IS CLOSE BY THE W SIDE
 RK0641'OF THE TRAIL.
 RK0641
 RK0641                          STATION RECOVERY (1955)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0641'THE STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK NO.
 RK0641'2 WERE FOUND IN GOOD CONDITION.  NO SEARCH WAS MADE FOR REFERENCE
 RK0641'MARK NO. 1 OR THE SECTION CORNER SINCE THEY ARE BOTH OVER 700 FEET
 RK0641'FROM THE STATION IN DENSE WOODS AND A TERRIFIC AMOUNT OF CLEARING
 RK0641'WOULD BE REQUIRED TO MEASURE AND OBSERVE THEM.  A NEW REFERENCE
 RK0641'MARK, STAMPED NO. 1, WAS ESTABLISHED BY THIS PARTY.  A COMPLETE NEW
 RK0641'DESCRIPTION FOLLOWS.
 RK0641'
 RK0641'THE STATION IS APPROXIMATELY 3-1/2 MILES SOUTH OF MUNISING, 2 MILES
 RK0641'SOUTHWEST OF WETMORE, 2 MILES WEST OF FEDERAL FOREST HIGHWAY 13 AND
 RK0641'ON THE SUMMIT OF A WOODED RIDGE.
 RK0641'
 RK0641'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RK0641'28 AND 94, ABOUT 1 MILE SOUTH OF MUNISING, GO SOUTHEASTERLY
 RK0641'FOR 2.0 MILES TO THE JUNCTION OF FEDERAL FOREST HIGHWAY 13 IN THE
 RK0641'SMALL SETTLEMENT OF WETMORE.  TURN RIGHT AND GO SOUTH ON HIGHWAY
 RK0641'13 FOR 2.3 MILES TO A DIM CROSSROAD, TURN RIGHT AND GO WEST ON THE
 RK0641'TRACK ROAD FOR 2.1 MILES TO A T-ROAD SOUTH, CONTINUE WEST ABOUT 75
 RK0641'FEET TO A T-ROAD NORTH, TURN RIGHT AND GO NORTH FOR 0.1 MILE TO A
 RK0641'FORK, KEEP LEFT FORK 0.5 MILE TO FORK, KEEP LEFT FORK NORTHWESTERLY
 RK0641'0.1 MILE TO FORK, KEEP RIGHT FORK 0.35 MILE TO A 16-INCH TREE WITH
 RK0641'A TRIANGLE BLAZE ON THE RIGHT AND AN 8-INCH TREE WITH A TRIANGLE
 RK0641'BLAZE ON THE LEFT.  THE STATION IS 53 FEET WEST OF THE 16-INCH
 RK0641'TREE AND 40 FEET WEST OF THE 8-INCH TREE.
 RK0641'
 RK0641'THE STATION MARK IS A STONE POST 4 INCHES SQUARE WITH A HOLE IN THE
 RK0641'CENTER OF THE TOP.  IT IS 41.3 FEET SOUTHWEST OF A 20-INCH TREE WITH
 RK0641'A TRIANGLE BLAZE ON THE WEST SIDE, 21.5 FEET SOUTHEAST OF A 6-INCH
 RK0641'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 10 INCHES BELOW
 RK0641'THE SURFACE OF THE GROUND.
 RK0641'
 RK0641'REFERENCE MARK NO. 1, STAMPED DIVIDE U.S.L.S. NO. 1 1955, IS A
 RK0641'STANDARD DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 9 INCHES.
 RK0641'IT IS 5.6 FEET EAST OF A TRIANGLE BLAZE ON THE EAST SIDE OF A
 RK0641'6-INCH TREE.
 RK0641'
 RK0641'REFERENCE MARK NO. 2 IS A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 RK0641'6 INCHES WITH THE LETTERS U.S.L.S. REF 1919 AND AN ARROW POINTING
 RK0641'TOWARD THE STATION INSCRIBED IN THE CONCRETE.  IT IS 14 FEET WEST
 RK0641'OF THE 20-INCH TREE WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 10
 RK0641'FEET WEST OF THE CENTER OF THE TRACK ROAD.
 RK0641
 RK0641                          STATION RECOVERY (1958)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RK0641'STATION WAS RECOVERED, WAS USED IN 1955 AND ADDITIONAL REFERENCE
 RK0641'POSTS SET.  REFERENCE MARK 2 WAS ALSO RECOVERED.
 RK0641
 RK0641                          STATION RECOVERY (1965)
 RK0641
 RK0641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0641'ALL MARKS WERE RECOVERED AND IN GOOD CONDITION.  THE DISTANCE AND
 RK0641'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE 1955 DESCRIPTION
 RK0641'FOR THE STATION IS ADEQUATE.
 RK0641'
 RK0641'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0736 ***********************************************************************
 NG0736  DESIGNATION -  DIVIS
 NG0736  PID         -  NG0736
 NG0736  STATE/COUNTY-  MI/BERRIEN
 NG0736  USGS QUAD   -  SISTER LAKES (1981)
 NG0736
 NG0736                         *CURRENT SURVEY CONTROL
 NG0736  ___________________________________________________________________
 NG0736* NAD 83(1994)-  42 06 08.73043(N)    086 14 50.38331(W)     ADJUSTED  
 NG0736* NAVD 88     -       254.0    (meters)     833.     (feet)  GPS OBS   
 NG0736  ___________________________________________________________________
 NG0736  X           -     310,201.404 (meters)                     COMP
 NG0736  Y           -  -4,729,380.241 (meters)                     COMP
 NG0736  Z           -   4,254,199.444 (meters)                     COMP
 NG0736  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 NG0736  ELLIP HEIGHT-         220.46  (meters)          (07/17/02) GPS OBS
 NG0736  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NG0736  OBS GRAVITY -     980,278.2   (mgal)                       GRAV_OBS
 NG0736
 NG0736  HORZ ORDER  -  FIRST
 NG0736  ELLP ORDER  -  FOURTH    CLASS I
 NG0736
 NG0736.The horizontal coordinates were established by GPS observations
 NG0736.and adjusted by the National Geodetic Survey in February 1997..
 NG0736
 NG0736.The orthometric height was determined by GPS observations and a
 NG0736.high-resolution geoid model.
 NG0736
 NG0736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0736
 NG0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0736
 NG0736.The ellipsoidal height was determined by GPS observations
 NG0736.and is referenced to NAD 83.
 NG0736
 NG0736.The geoid height was determined by GEOID03.
 NG0736.The observed gravity was obtained from relative gravimeter ties
 NG0736.to the IGSN71 gravity network.
 NG0736
 NG0736;                    North         East     Units Scale Factor Converg.
 NG0736;SPC MI S     -    68,654.327 3,844,448.865   MT  0.99999943   -1 16 47.4
 NG0736;SPC MI S     -   225,243.85 12,613,021.21   iFT  0.99999943   -1 16 47.4
 NG0736;UTM  16      - 4,661,422.545   562,234.569   MT  0.99964766   +0 30 16.7
 NG0736
 NG0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0736!SPC MI S     -   0.99996542  x   0.99999943  =   0.99996485
 NG0736!UTM  16      -   0.99996542  x   0.99964766  =   0.99961310
 NG0736
 NG0736|---------------------------------------------------------------------|
 NG0736| PID    Reference Object                     Distance      Geod. Az  |
 NG0736|                                                           dddmmss.s |
 NG0736| CG9980 DIVIS RM 1                           56.541 METERS 00526     |
 NG0736| CG9979 DIVIS AZ MK                                        0483055.1 |
 NG0736| CG9981 DIVIS RM 2                           53.432 METERS 27620     |
 NG0736| NG0738 WATERVLIET MUNICIPAL TANK           APPROX. 9.3 KM 3530037.8 |
 NG0736|---------------------------------------------------------------------|
 NG0736
 NG0736                          SUPERSEDED SURVEY CONTROL
 NG0736
 NG0736  ELLIP H (02/03/97)  220.49   (m)                       GP(       ) 4 1
 NG0736  NAD 83(1994)-  42 06 08.73196(N)    086 14 50.39351(W) AD(       ) 1
 NG0736  NAD 83(1986)-  42 06 08.72914(N)    086 14 50.39657(W) AD(       ) 1
 NG0736  NAD 27      -  42 06 08.57400(N)    086 14 50.32200(W) AD(       ) 1
 NG0736
 NG0736.Superseded values are not recommended for survey control.
 NG0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0736.See file dsdata.txt to determine how the superseded data were derived.
 NG0736
 NG0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6223561423(NAD 83)
 NG0736_MARKER: DS = TRIANGULATION STATION DISK
 NG0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0736_SP_SET: CONCRETE POST
 NG0736_STAMPING: DIVIS 1932
 NG0736_MARK LOGO: CGS   
 NG0736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0736+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1993
 NG0736
 NG0736  HISTORY     - Date     Condition        Report By
 NG0736  HISTORY     - 1932     MONUMENTED       CGS
 NG0736  HISTORY     - 1932     GOOD             CGS
 NG0736  HISTORY     - 1980     GOOD             MIDH
 NG0736  HISTORY     - 19910513 GOOD             NOS
 NG0736  HISTORY     - 19911030 GOOD             MIDT
 NG0736  HISTORY     - 19931021 GOOD             MIDT
 NG0736
 NG0736                          STATION DESCRIPTION
 NG0736
 NG0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0736'ABOUT 12 MILES NORTHEAST OF
 NG0736'BERRIEN SPRINGS,
 NG0736'10 MILES EAST OF BENTON HARBOR, IN SE 1/4 SEC. 23, T. 4 S., R. 17 W.,
 NG0736'BAINBRIDGE TOWNSHIP, ON LAND OWNED
 NG0736'AND OCCUPIED BY F.J. DIVIS, AT JUNCTION OF
 NG0736'TWO GRASSY LANES WHICH SEPARATE CULTIVATED FIELDS,
 NG0736'ABOUT 25 FEET SOUTH OF SOUTH
 NG0736'EDGE OF CULTIVATED FIELD, 29 FEET WEST OF WEST EDGE OF CULTIVATED
 NG0736'FIELD, 28 FEET NORTH OF NORTH END
 NG0736'OF CULTIVATED PATCH OF DEWBERRIES, 20 FEET NORTHWEST OF GROUP OF
 NG0736'SMALL TREES, APPROXIMATELY 250
 NG0736'YARDS NORTH OF SECTION OF WOODS, AND 100 YARDS
 NG0736'SOUTHEAST OF HIGHEST PART OF HILL.  TO REACH FROM
 NG0736'BENTON HARBOR, FOLLOW ROUTE
 NG0736'M-139 SOUTHEAST 1.0 MILE TO POINT WHERE IT TURNS SOUTH, CONTINUE
 NG0736'SOUTHEAST 1.1 MILES ON
 NG0736'COUNTY ROAD TOWARDS SODUS TO PAVED CROSSROADS, TURN EAST ONTO NAPIER
 NG0736'ROAD, FOLLOW EAST 8.5 MILES
 NG0736'TO NILES-WATERVLIET ROAD, PROCEED EAST 0.5 MILE TO
 NG0736'NARROW ROAD LEADING NORTH, PROCEED NORTH 0.65
 NG0736'MILE TO DIVIS HOUSE ON RIGHT, AND
 NG0736'FOLLOW LANE EAST 0.25 MILE TO STATION SITE.  SURFACE AND
 NG0736'UNDERGROUND MARKS ARE
 NG0736'STANDARD STATION DISKS IN CONCRETE.  UPPER MARK IS
 NG0736'FLUSH WITH SURFACE.
 NG0736'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NG0736'NO. 1 IS FLUSH
 NG0736'WITH GROUND, IN NORTH-SOUTH LANE, 7 FEET EAST OF EAST EDGE
 NG0736'OF CULTIVATED FIELD, 3 FEET SOUTH OF SMALL
 NG0736'TREE, AND 185.5 FEET FROM STATION N 05 DEG 26 MIN E.
 NG0736'NO. 2 IS FLUSH WITH GROUND IN EAST-WEST
 NG0736'LANE, ABOUT 15 FEET NORTH OF NORTH END
 NG0736'OF CULTIVATED STRAWBERRY PATCH, AND 175.3 FEET FROM STATION
 NG0736'N 83 DEG 40 MIN W.  AZIMUTH MARK
 NG0736'PROJECTS 6 INCHES, AND IS 6 FEET SOUTH OF HICKORY TREE, 30 FEET EAST
 NG0736'OF CENTER OF NORTH-SOUTH DIRT
 NG0736'ROAD, 60 FEET SOUTH OF FENCE CORNER, 130 FEET SOUTHWEST
 NG0736'OF RED BARN, AND APPROXIMATELY 0.6 MILE FROM
 NG0736'STATION N 48 DEG 31 MIN E.
 NG0736
 NG0736                          STATION RECOVERY (1932)
 NG0736
 NG0736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 NG0736'RECOVERED IN GOOD CONDITION.
 NG0736
 NG0736                          STATION RECOVERY (1980)
 NG0736
 NG0736'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NG0736'THE STATION MARK, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED IN
 NG0736'GOOD CONDITION.  OWNER OF RECORD NOW IS HOWARD DIVIS.  PHONE NUMBER
 NG0736'IS 616 944 3190.
 NG0736
 NG0736                          STATION RECOVERY (1991)
 NG0736
 NG0736'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0736'STATION RECOVERED IN GOOD CONDITION FROM ITS PLOTTED POSITION. IT IS
 NG0736'IN THICK WOODS, AND IS NOT SUITABLE FOR GPS.  NO MEASUREMENTS WERE
 NG0736'MADE.
 NG0736'DESCRIBED BY PBW.
 NG0736
 NG0736                          STATION RECOVERY (1991)
 NG0736
 NG0736'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NG0736'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHEAST 1/4,
 NG0736'SECTION 23, T-4-S, R-17-W, BAINBRIDGE TOWNSHIP AND ON THE SISTER LAKES
 NG0736'QUADRANGLE MAP.  IT IS ABOUT 10-3/4 MILES NORTHWEST FROM DOWAGIAC,
 NG0736'10-3/4 MILES EAST FROM BENTON HARBOR, 6 MILES (9.7 KM) SOUTH FROM
 NG0736'WATERVLIET AND ON THE PROPERTY OF MR. FRANK DIVIS AT 859 SOUTH ARENT
 NG0736'ROAD, WATERILIET, MICH. 49098.  PHONE (616) 463-5090. TO REACH FROM
 NG0736'THE INTERSTATE HIGHWAY I-94 AND STATE HIGHWAY M-140, EXIT 41 ABOUT 1/2
 NG0736'MILE SOUTH FROM WATERVLIET, GO SOUTH ON M-140 FOR 4.35 MI (7.00 KM) TO
 NG0736'PAVED CROSSROAD TERRITORIAL ROAD, TURN LEFT AND GO EAST ON TERRITORIAL
 NG0736'ROAD FOR 0.5 MI (0.8 KM) TO DIRT CROSSROAD ARENT ROAD, TURN RIGHT AND
 NG0736'GO SOUTH ON ARENT ROAD FOR 0.8 MI (1.3 KM) TO DRIVE ON THE LEFT AT TOP
 NG0736'OF PROMINENT HILL, TURN LEFT INTO DRIVE AND GO EAST PAST HOUSE FOR 0.1
 NG0736'MI (0.2 KM) TO BEND RIGHT, FOLLOW RIGHT AND GO SOUTH FOR ABOUT 300
 NG0736'FEET (91.4 M) TO FORK LEFT, TURN SPARP LEFT AND GO EAST FOR 0.1 MI
 NG0736'(0.2 KM) THRU ORCHARD TO A T DRIVE BETWEEN ORCHARDS, TURN RIGHT AND GO
 NG0736'SOUTH FOR 80 FT (24.4 M) TO STATION ON RIGHT. STATION IS 10 CM ABOVE
 NG0736'GROUND.  IT IS 41.0 FT (12.5 M) SOUTHEAST AN FROM OAK TREE, 30.0 FT
 NG0736'(9.1 M) WEST FROM CENTER OF DRIVE, 17.0 FT (5.2 M) NORTHEAST FROM AN
 NG0736'OAK TREE AND 1.0 FT (0.3 M) NORTH-NORTHEAST FROM METAL WITNESS POST
 NG0736'WITH SIGN.
 NG0736
 NG0736                          STATION RECOVERY (1993)
 NG0736
 NG0736'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0736'STATION IS LOCATED IN QUAD 420862 ON THE SISTER LAKES QUADRANGLE MAP.
 NG0736'IT IS IN THE SOUTHEAST 1/4, SECTION 23, T-4-S, R-17-W, BAINBRIDGE
 NG0736'TOWNSHIP.  ABOUT 11.0 MILES NORTHWEST FROM DOWAGIAC, 10.0 MILES EAST
 NG0736'FROM BENTON HARBOR, 6.0 MILES SOUTH FROM WATERVLIET AND ON THE
 NG0736'PROPERTY OF MR. FRANK DIVIS AT 859 SOUTH ARENT ROAD, WATERVLIET, MI,
 NG0736'49098. PHONE 616-463-5090. TO REACH FROM THE INTERSTATE HIGHWAY I-94
 NG0736'AND STATE HIGHWAY M-140, EXIT 41 ABOUT 0.5 MILE SOUTH FROM WATERVLIET,
 NG0736'GO SOUTH ALONG STATE HIGHWAY M-140 FOR 4.35 MILES TO TERRITORIAL ROAD.
 NG0736'GO EAST ALONG TERRITORIAL ROAD FOR 0.5 MILES TO ARENT ROAD. GO SOUTH
 NG0736'ALONG ARENT ROAD FOR 0.8 MILES TO DRIVE ON THE LEFT AT TOP OF HILL. GO
 NG0736'EAST PAST HOUSE FOR 0.1 MILE TO BEND RIGHT. FOLLOW RIGHT AND GO SOUTH
 NG0736'FOR ABOUT 300 FEET TO FORK LEFT. GO EAST FOR 0.1 MILE THROUGH ORCHARD
 NG0736'TO A T DRIVE BETWEEN ORCHARDS. GO SOUTH FOR 80 FEET TO STATION ON
 NG0736'RIGHT AS DESCRIBED. STATION IS 41.0 FEET SOUTHEAST FROM AN OAK TREE,
 NG0736'30.0 FEET WEST FROM CENTER OF DRIVE, 17.0 FEET NORTHEAST FROM AN OAK
 NG0736'TREE AND 1.0 FEET NORTHEAST FROM METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1461 ***********************************************************************
 NE1461  DESIGNATION -  DIX
 NE1461  PID         -  NE1461
 NE1461  STATE/COUNTY-  MI/WASHTENAW
 NE1461  USGS QUAD   -  DENTON (1980)
 NE1461
 NE1461                         *CURRENT SURVEY CONTROL
 NE1461  ___________________________________________________________________
 NE1461* NAD 83(1994)-  42 20 02.80989(N)    083 35 24.41104(W)     ADJUSTED  
 NE1461* NAVD 88     -       271.3    (meters)     890.     (feet)  GPS OBS   
 NE1461  ___________________________________________________________________
 NE1461  X           -     527,195.117 (meters)                     COMP
 NE1461  Y           -  -4,692,740.875 (meters)                     COMP
 NE1461  Z           -   4,273,270.904 (meters)                     COMP
 NE1461  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 NE1461  ELLIP HEIGHT-         237.41  (meters)          (07/12/02) GPS OBS
 NE1461  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NE1461
 NE1461  HORZ ORDER  -  FIRST
 NE1461  ELLP ORDER  -  FOURTH    CLASS I
 NE1461
 NE1461.The horizontal coordinates were established by GPS observations
 NE1461.and adjusted by the National Geodetic Survey in February 1997..
 NE1461
 NE1461.The orthometric height was determined by GPS observations and a
 NE1461.high-resolution geoid model.
 NE1461
 NE1461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1461
 NE1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1461
 NE1461.The ellipsoidal height was determined by GPS observations
 NE1461.and is referenced to NAD 83.
 NE1461
 NE1461.The geoid height was determined by GEOID03.
 NE1461
 NE1461;                    North         East     Units Scale Factor Converg.
 NE1461;SPC MI S     -    92,946.841 4,063,996.378   MT  0.99995280   +0 31 42.5
 NE1461;SPC MI S     -   304,943.70 13,333,321.45   iFT  0.99995280   +0 31 42.5
 NE1461;UTM  17      - 4,690,122.961   286,611.802   MT  1.00016029   -1 44 41.9
 NE1461
 NE1461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1461!SPC MI S     -   0.99996277  x   0.99995280  =   0.99991557
 NE1461!UTM  17      -   0.99996277  x   1.00016029  =   1.00012305
 NE1461
 NE1461:                Primary Azimuth Mark                     Grid Az
 NE1461:SPC MI S     -  DIX AZ MK                                006 17 51.5
 NE1461:UTM  17      -  DIX AZ MK                                008 34 15.9
 NE1461
 NE1461|---------------------------------------------------------------------|
 NE1461| PID    Reference Object                     Distance      Geod. Az  |
 NE1461|                                                           dddmmss.s |
 NE1461| CG9982 DIX AZ MK                                          0064934.0 |
 NE1461| NE1455 MAYBURY SANITARIUM TALL STACK       APPROX.11.4 KM 0235756.5 |
 NE1461| NE1457 DETROIT HSE OF CORR WOMENS TK       APPROX. 9.2 KM 0381007.0 |
 NE1461| NE1458 DETROIT HOUSE OF CORR MENS STK      APPROX. 8.5 KM 0430402.5 |
 NE1461| NE1459 DETROIT HOUSE OF CORR MENS TK       APPROX. 8.4 KM 0431149.9 |
 NE1461| NE1448 NIEMSHACK                           APPROX.17.0 KM 0881801.5 |
 NE1461| CG9983 DIX RM 1                             32.602 METERS 10244     |
 NE1461| NE1460 LELAND SANITARIUM WATER TANK        APPROX. 7.0 KM 1621623.2 |
 NE1461| NE1474 YPSILANTI OLD NORMAL SCH SPIRE      APPROX.10.1 KM 1952616.1 |
 NE1461| NE1475 YPSILANTI MUNICIPAL STANDPIPE       APPROX.10.2 KM 1961021.1 |
 NE1461| NE1485 YPSILANTI WASHTENAW CC TANK         APPROX.11.2 KM 2072131.1 |
 NE1461| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX.13.3 KM 2434304.7 |
 NE1461| NE1465 ANN ARBOR COLL HOSP FLAGSTAFF       APPROX.12.9 KM 2435937.6 |
 NE1461| NE1462 ANN ARBOR FIRST METH CH SPIRE       APPROX.13.8 KM 2442547.6 |
 NE1461| CG9984 DIX RM 2                             28.803 METERS 25227     |
 NE1461| NE1468 SOUTH LYON MUNICIPAL TANK           APPROX.15.5 KM 3363839.1 |
 NE1461| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.27.2 KM 3442829.2 |
 NE1461|---------------------------------------------------------------------|
 NE1461
 NE1461                          SUPERSEDED SURVEY CONTROL
 NE1461
 NE1461  ELLIP H (02/03/97)  237.46   (m)                       GP(       ) 4 1
 NE1461  NAD 83(1986)-  42 20 02.81465(N)    083 35 24.43497(W) AD(       ) 1
 NE1461  NAD 83(1986)-  42 20 02.81415(N)    083 35 24.43848(W) AD(       ) 1
 NE1461  NAD 27      -  42 20 02.68200(N)    083 35 24.65600(W) AD(       ) 1
 NE1461
 NE1461.Superseded values are not recommended for survey control.
 NE1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1461.See file dsdata.txt to determine how the superseded data were derived.
 NE1461
 NE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8661290123(NAD 83)
 NE1461_MARKER: DD = SURVEY DISK
 NE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1461_STAMPING: DIX 1932
 NE1461_MARK LOGO: CGS   
 NE1461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1461+STABILITY: SURFACE MOTION
 NE1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1461+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1993
 NE1461
 NE1461  HISTORY     - Date     Condition        Report By
 NE1461  HISTORY     - 1932     MONUMENTED       CGS
 NE1461  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NE1461  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NE1461  HISTORY     - 1980     GOOD             MIDH
 NE1461  HISTORY     - 19931101 GOOD             AYLENO
 NE1461
 NE1461                          STATION DESCRIPTION
 NE1461
 NE1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1461'ABOUT 9 MILES NE OF ANN ARBOR, 4 MILES NE OF DIXBORO, 7 MILES SW OF
 NE1461'PLYMOUTH, ON HIGHEST
 NE1461'GROUND IN PASTURE ON LAND OWNED BY WILLIAM GREER, OF
 NE1461'PLYMOUTH, 30 FEET N OF RAIL
 NE1461'FENCE, 235 FEET E OF CENTER LINE OF
 NE1461'GRAVEL ROAD, 210 FEET E OF WIRE FENCE, AND 77
 NE1461'FEET W OF A LONE 24 INCH OAK TREE IN PASTURE.
 NE1461'
 NE1461'TO REACH FROM ANN ARBOR, GO E 5 MILES ON U.S. ROUTE 12 TO
 NE1461'DIXBORO, CONTINUE
 NE1461'E 3.9 MILES ON U.S. ROUTE 12 TO OLD ROAD TO S
 NE1461'WHICH IS ABOUT 1/4 MILE E OF SMALL
 NE1461'CENETERY ON N SIDE OF HIGHWAY,
 NE1461'TURN S ONTO DIRT ROAD, CONTINUE 0.3 MILE TO
 NE1461'CROSSROADS, PROCEED
 NE1461'E 235 FEET, AND CONTINUE TO STATION SITE IN PASTURE.
 NE1461'
 NE1461'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS IN CONCRETE,
 NE1461'NOTES 1A. AND 7A.
 NE1461'UPPER MARK IS FLUSH WITH SURFACE.  REFERENCE
 NE1461'AND AZIMUTH MARKS ARE BRONZE
 NE1461'REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NE1461'
 NE1461'REFERENCE MARK 1 PROJECTS 6 INCHES, IS ON RAIL FENCELINE, 135
 NE1461'FEET W OF 24-INCH
 NE1461'OAK TREE IN PASTURE, AND 106.98 FEET FROM STATION IN AZIMUTH 282 DEG
 NE1461'44 MIN.
 NE1461'
 NE1461'REFERENCE MARK 2 PROJECTS 5 INCHES, IS ON RAIL FENCELINE, 150
 NE1461'FEET E OF WIRE
 NE1461'FENCE, 10 FEET NE OF GROUP OF SMALL OAK TREES, AND
 NE1461'94.59 FEET FROM STATION IN
 NE1461'AZIMUTH 72 DEG 27 MIN.
 NE1461'
 NE1461'AZIMUTH MARK PROJECTS 4 INCHES, IS ON RIGHT-OF-WAY OF U.S.
 NE1461'ROUTE 12, 1.5 FEET
 NE1461'S OF RIGHT-OF-WAY FENCE, 100 YARDS E OF LARGE
 NE1461'BRICK HOUSE ON N SIDE OF ROAD, 58
 NE1461'FEET N OF CENTER LINE OF PAVEMENT,
 NE1461'AND APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH
 NE1461'186 DEG 49 MIN 33 SEC.
 NE1461
 NE1461                          STATION RECOVERY (1943)
 NE1461
 NE1461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1461'STATION AND REFERENCE MARKS WERE RECOVERED AS
 NE1461'DESCRIBED IN NOTES
 NE1461'1A, 7A, AND 11A RESPECTIVELY.  A THOROUGH SEARCH
 NE1461'WAS MADE FOR THE AZIMUTH MARK, BUT IT
 NE1461'WAS NOT FOUND.  IT IS BELIEVED
 NE1461'TO HAVE BEEN DESTROYED.  A COMPLETE NEW DESCRIPTION
 NE1461'FOLLOWS-
 NE1461'
 NE1461'STATION IS LOCATED ABOUT 4.0 MILES E OF DIXBORO AND 0.3 MILE S
 NE1461'OF U.S. HIGHWAY 12
 NE1461'AT THE S EDGE OF A PASTURE FIELD ON LAND OWNED BY
 NE1461'WILLIAM GREER OF PLYMOUTH.  THE MARK
 NE1461'IS SET ABOUT 100 YARDS N OF THE
 NE1461'E FACE OF A WHITE FRAME 1-STORY HOUSE AND 13.4 FEET N
 NE1461'OF AN E-W FENCELINE.
 NE1461'THE DISK IS STAMPED DIX 1932.
 NE1461'
 NE1461'REFERENCE MARK 1 IS 106.96 FEET ESE OF THE STATION AND 12.9 FEET
 NE1461'S OF THE E-W
 NE1461'FENCELINE.  THE DISK IS STAMPED DIX NO 1 1932.
 NE1461'
 NE1461'REFERENCE MARK 2 IS 94.50 FEET WSW OF THE STATION AND 12.2 FEET
 NE1461'S OF THE E-W
 NE1461'FENCELINE.  THE DISK IS STAMPED DIX NO 2 1932.
 NE1461'
 NE1461'TO REACH THE STATION FROM THE JUNCTION OF VORHIES ROAD AND U.S.
 NE1461'HIGHWAY 12, WHICH
 NE1461'IS ABOUT 1.0 MILE E OF THE VILLAGE OF DIXBORO, GO
 NE1461'E ON U.S. HIGHWAY 12 FOR 3.2 MILES
 NE1461'TO A WIRE GATE ON THE RIGHT.  TURN
 NE1461'RIGHT INTO A PASTURE FIELD AND GO S ACROSS THE
 NE1461'PASTURE FOR 0.35 MILE
 NE1461'TO THE STATION AT THE S EDGE OF THE FIELD AS DESCRIBED.
 NE1461
 NE1461                          STATION RECOVERY (1980)
 NE1461
 NE1461'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NE1461'THE STATION, RM 1, RM 2, AND AZIMUTH MARK WERE FOUND IN GOOD
 NE1461'CONDITION.  THE ANGLE AND DISTANCES CHECK BETWEEN STATION AND
 NE1461'REFERENCE MARKS.  METAL WITNESS POSTS WITH SIGNS WERE SET BY THE
 NE1461'REFERENCE TO AID IN THEIR FUTURE RECOVERY.
 NE1461
 NE1461                          STATION RECOVERY (1993)
 NE1461
 NE1461'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1461'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0119 ***********************************************************************
 QK0119  DESIGNATION -  DNR
 QK0119  PID         -  QK0119
 QK0119  STATE/COUNTY-  MI/CHEBOYGAN
 QK0119  USGS QUAD   -  BURT LAKE (1986)
 QK0119
 QK0119                         *CURRENT SURVEY CONTROL
 QK0119  ___________________________________________________________________
 QK0119* NAD 83(1986)-  45 23 49.     (N)    084 37 42.     (W)     SCALED    
 QK0119* NAVD 88     -       205.946  (meters)     675.67   (feet)  ADJUSTED  
 QK0119  ___________________________________________________________________
 QK0119  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 QK0119  DYNAMIC HT  -         205.945 (meters)     675.67  (feet)  COMP
 QK0119  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 QK0119
 QK0119  VERT ORDER  -  FIRST     CLASS I
 QK0119
 QK0119.The horizontal coordinates were scaled from a topographic map and have
 QK0119.an estimated accuracy of +/- 6 seconds.
 QK0119
 QK0119.The orthometric height was determined by differential leveling
 QK0119.and adjusted by the National Geodetic Survey in June 1991..
 QK0119
 QK0119.The geoid height was determined by GEOID03.
 QK0119
 QK0119.The dynamic height is computed by dividing the NAVD 88
 QK0119.geopotential number by the normal gravity value computed on the
 QK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0119.degrees latitude (g = 980.6199 gals.).
 QK0119
 QK0119.The modeled gravity was interpolated from observed gravity values.
 QK0119
 QK0119;                    North         East    Units  Estimated Accuracy
 QK0119;SPC MI C     -   231,200.    5,979,510.      MT  (+/- 180 meters Scaled)
 QK0119
 QK0119                          SUPERSEDED SURVEY CONTROL
 QK0119
 QK0119.No superseded survey control is available for this station.
 QK0119
 QK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR856297(NAD 83)
 QK0119_MARKER: Z = SEE DESCRIPTION
 QK0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0119_SP_SET: STEEL ROD
 QK0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0119
 QK0119  HISTORY     - Date     Condition        Report By
 QK0119  HISTORY     - 1973     MONUMENTED       USLS
 QK0119  HISTORY     - 1973     GOOD             USLS
 QK0119
 QK0119                          STATION DESCRIPTION
 QK0119
 QK0119'DESCRIBED BY US LAKE SURVEY 1973
 QK0119'0.6 MI SW FROM INDIAN RIVER.
 QK0119'DNR IS IN CHEBOYGAN COUNTY, MICHIGAN, 0.68 MILE SOUTHWESTERLY ALONG
 QK0119'HWYS. M-27 AND M-68 FROM BRIDGE OVER STURGEON RIVER, JUST SOUTH
 QK0119'OF CITY LIMITS OF INDIAN RIVER, MICHIGAN, 120 FEET EAST
 QK0119'CENTERLINE OF HIGHWAY, 24.8 FEET SOUTH CENTERLINE OF NORTH
 QK0119'ENTRANCE DRIVE TO THE FIELD OFFICE OF THE, DEPT. OF NATURAL
 QK0119'RESOURCES, STATE OF MICHIGAN, 11.1 FEET EAST OF 11-INCH DIAMETER
 QK0119'OAK, 4.0 FEET NORTH AND IN LINE WITH WEST FACE OF BUILDING
 QK0119'NO. 81119, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 QK0119'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 25 FEET
 QK0119'LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED DNR 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0415 ***********************************************************************
 RJ0415  DESIGNATION -  DOCK
 RJ0415  PID         -  RJ0415
 RJ0415  STATE/COUNTY-  MI/MACKINAC
 RJ0415  USGS QUAD   -  NAUBINWAY (1973)
 RJ0415
 RJ0415                         *CURRENT SURVEY CONTROL
 RJ0415  ___________________________________________________________________
 RJ0415* NAD 83(1986)-  46 05 31.     (N)    085 26 35.     (W)     SCALED    
 RJ0415* NAVD 88     -       179.986  (meters)     590.50   (feet)  ADJUSTED  
 RJ0415  ___________________________________________________________________
 RJ0415  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0415  DYNAMIC HT  -         179.996 (meters)     590.54  (feet)  COMP
 RJ0415  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RJ0415
 RJ0415  VERT ORDER  -  FIRST     CLASS 0
 RJ0415
 RJ0415.The horizontal coordinates were scaled from a topographic map and have
 RJ0415.an estimated accuracy of +/- 6 seconds.
 RJ0415
 RJ0415.The orthometric height was determined by differential leveling
 RJ0415.and adjusted by the National Geodetic Survey in June 1991..
 RJ0415
 RJ0415.The geoid height was determined by GEOID03.
 RJ0415
 RJ0415.The dynamic height is computed by dividing the NAVD 88
 RJ0415.geopotential number by the normal gravity value computed on the
 RJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0415.degrees latitude (g = 980.6199 gals.).
 RJ0415
 RJ0415.The modeled gravity was interpolated from observed gravity values.
 RJ0415
 RJ0415;                    North         East    Units  Estimated Accuracy
 RJ0415;SPC MI N     -   146,630.    8,120,390.      MT  (+/- 180 meters Scaled)
 RJ0415
 RJ0415                          SUPERSEDED SURVEY CONTROL
 RJ0415
 RJ0415  NGVD 29 (??/??/92)  180.025  (m)          590.63   (f) ADJ UNCH    1 0
 RJ0415
 RJ0415.Superseded values are not recommended for survey control.
 RJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0415.See file dsdata.txt to determine how the superseded data were derived.
 RJ0415
 RJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS203054(NAD 83)
 RJ0415_MARKER: Q = CHISELED SQUARE
 RJ0415_SETTING: 80 = SET IN A BOULDER
 RJ0415_SP_SET: BOULDER
 RJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0415+STABILITY: SURFACE MOTION
 RJ0415
 RJ0415  HISTORY     - Date     Condition        Report By
 RJ0415  HISTORY     - UNK      MONUMENTED       USLS
 RJ0415  HISTORY     - 1972     GOOD             NGS
 RJ0415
 RJ0415                          STATION DESCRIPTION
 RJ0415
 RJ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0415'AT NAUBINWAY.
 RJ0415'ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0415'CHURCH AT NAUBINWAY, THENCE ABOUT 0.25 MILE SOUTH ALONG A
 RJ0415'STREET, THENCE ABOUT 0.05 MILE EAST ALONG A BLACK TOP STREET,
 RJ0415'50 1/2 FEET NORTH OF THE CENTER LINE OF THE STREET, 58 FEET
 RJ0415'NORTHWEST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 RJ0415'NORTHEAST TO A SMALL DOCK, 30 FEET NORTHWEST OF POWER POLE
 RJ0415'NY 2 202B-150 N, A 2-INCH OUTLINED SQUARE ON THE TOP OF THE
 RJ0415'NORTH EDGE OF A 5 X 3-FOOT BOULDER WHICH PROJECTS 1 FOOT AND
 RJ0415'IS ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0186 ***********************************************************************
 RJ0186  DESIGNATION -  DOCK USLS
 RJ0186  PID         -  RJ0186
 RJ0186  STATE/COUNTY-  MI/CHIPPEWA
 RJ0186  USGS QUAD   -  OAK RIDGE (1976)
 RJ0186
 RJ0186                         *CURRENT SURVEY CONTROL
 RJ0186  ___________________________________________________________________
 RJ0186* NAD 83(1986)-  46 17 20.     (N)    084 12 36.     (W)     SCALED    
 RJ0186* NAVD 88     -       178.070  (meters)     584.22   (feet)  ADJUSTED  
 RJ0186  ___________________________________________________________________
 RJ0186  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ0186  DYNAMIC HT  -         178.079 (meters)     584.25  (feet)  COMP
 RJ0186  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0186
 RJ0186  VERT ORDER  -  FIRST     CLASS 0
 RJ0186
 RJ0186.The horizontal coordinates were scaled from a topographic map and have
 RJ0186.an estimated accuracy of +/- 6 seconds.
 RJ0186
 RJ0186.The orthometric height was determined by differential leveling
 RJ0186.and adjusted by the National Geodetic Survey in June 1991..
 RJ0186
 RJ0186.The geoid height was determined by GEOID03.
 RJ0186
 RJ0186.The dynamic height is computed by dividing the NAVD 88
 RJ0186.geopotential number by the normal gravity value computed on the
 RJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0186.degrees latitude (g = 980.6199 gals.).
 RJ0186
 RJ0186.The modeled gravity was interpolated from observed gravity values.
 RJ0186
 RJ0186;                    North         East    Units  Estimated Accuracy
 RJ0186;SPC MI N     -   171,120.    8,214,930.      MT  (+/- 180 meters Scaled)
 RJ0186
 RJ0186                          SUPERSEDED SURVEY CONTROL
 RJ0186
 RJ0186  NGVD 29 (??/??/92)  178.144  (m)          584.46   (f) ADJ UNCH    1 0
 RJ0186
 RJ0186.Superseded values are not recommended for survey control.
 RJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0186.See file dsdata.txt to determine how the superseded data were derived.
 RJ0186
 RJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS149299(NAD 83)
 RJ0186_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0186_SETTING: 80 = SET IN A BOULDER
 RJ0186_SP_SET: BOULDER
 RJ0186_MARK LOGO: USLS  
 RJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0186+STABILITY: SURFACE MOTION
 RJ0186
 RJ0186  HISTORY     - Date     Condition        Report By
 RJ0186  HISTORY     - 1969     MONUMENTED       USLS
 RJ0186  HISTORY     - 1969     GOOD             USLS
 RJ0186  HISTORY     - 1983     GOOD             NGS
 RJ0186
 RJ0186                          STATION DESCRIPTION
 RJ0186
 RJ0186'DESCRIBED BY US LAKE SURVEY 1969
 RJ0186'AT NEEBISH ISLAND.
 RJ0186'DOCK IS ON EAST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY, MICHIGAN,
 RJ0186'ABOUT 265 FEET EAST OF NEEBISH ISLAND FERRY DOCK, 107.7 FEET
 RJ0186'SOUTH OF UTILITY POLE USCG NO. 7, 96.3 FEET SOUTH-SOUTHWEST
 RJ0186'OF FLAGPOLE IN FRONT OF LAITINEWS GROCERY STORE, 74.9 FEET
 RJ0186'WEST-NORTHWEST OF A UTILITY POLE, 46 FEET WEST OF CENTERLINE
 RJ0186'OF 15 MILE ROAD, 4.6 FEET WEST OF UTILITY POLE NEZ-5/2, FLUSH
 RJ0186'WITH THE GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT
 RJ0186'CENTER OF BRONZE DISC SET INTO BOULDER.
 RJ0186
 RJ0186                          STATION RECOVERY (1983)
 RJ0186
 RJ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0186'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN OAK RIDGE
 RJ0186'ON THE WEST SIDE OF NEEBISH ISLAND AT THE NEEBISH ISLAND FERRY LANDING
 RJ0186'AREA, ON THE PROPERTY OF MR. TOYBO LAITINEW, SET IN TOP OF A 3 BY 2
 RJ0186'FOOT EMBEDDED BOULDER, 14.0 METERS (46.0 FT) SOUTH-SOUTHWEST OF THE
 RJ0186'APPROXIMATE CENTER OF 15 MILE ROAD, 32.8 METERS (107.7 FT) SOUTH OF
 RJ0186'UTILITY POLE USCG NUMBER 7, 29.4 METERS (96.3 FT) SOUTH-SOUTHWEST OF A
 RJ0186'FLAGPOLE IN THE WEST LAWN OF MR. LAITINEWS RESIDENCE, 22.8 METERS
 RJ0186'(74.9 FT) WEST-NORTHWEST OF A UTILITY POLE, AND 1.4 METERS (4.6 FT)
 RJ0186'WEST OF UTILITY POLE NUMBER NE2 52 WITH TWO GUY WIRES.
 RJ0186'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0077 ***********************************************************************
 RJ0077  DESIGNATION -  DODD
 RJ0077  PID         -  RJ0077
 RJ0077  STATE/COUNTY-  MI/CHIPPEWA
 RJ0077  USGS QUAD   -  PICKFORD (1975)
 RJ0077
 RJ0077                         *CURRENT SURVEY CONTROL
 RJ0077  ___________________________________________________________________
 RJ0077* NAD 83(1986)-  46 09 30.     (N)    084 16 57.     (W)     SCALED    
 RJ0077* NAVD 88     -       208.732  (meters)     684.81   (feet)  ADJUSTED  
 RJ0077  ___________________________________________________________________
 RJ0077  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 RJ0077  DYNAMIC HT  -         208.741 (meters)     684.84  (feet)  COMP
 RJ0077  MODELED GRAV-     980,650.1   (mgal)                       NAVD 88
 RJ0077
 RJ0077  VERT ORDER  -  FIRST     CLASS 0
 RJ0077
 RJ0077.The horizontal coordinates were scaled from a topographic map and have
 RJ0077.an estimated accuracy of +/- 6 seconds.
 RJ0077
 RJ0077.The orthometric height was determined by differential leveling
 RJ0077.and adjusted by the National Geodetic Survey in June 1991..
 RJ0077
 RJ0077.The geoid height was determined by GEOID03.
 RJ0077
 RJ0077.The dynamic height is computed by dividing the NAVD 88
 RJ0077.geopotential number by the normal gravity value computed on the
 RJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0077.degrees latitude (g = 980.6199 gals.).
 RJ0077
 RJ0077.The modeled gravity was interpolated from observed gravity values.
 RJ0077
 RJ0077;                    North         East    Units  Estimated Accuracy
 RJ0077;SPC MI N     -   156,420.    8,209,840.      MT  (+/- 180 meters Scaled)
 RJ0077
 RJ0077                          SUPERSEDED SURVEY CONTROL
 RJ0077
 RJ0077  NGVD 29 (??/??/92)  208.69   (m)          684.7    (f) COMPUTED    1 0
 RJ0077
 RJ0077.Superseded values are not recommended for survey control.
 RJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0077.See file dsdata.txt to determine how the superseded data were derived.
 RJ0077
 RJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS098152(NAD 83)
 RJ0077_MARKER: Z = SEE DESCRIPTION
 RJ0077_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0077+WITH SETTING: INTO GROUND
 RJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0077+STABILITY: SURFACE MOTION
 RJ0077
 RJ0077  HISTORY     - Date     Condition        Report By
 RJ0077  HISTORY     - 1960     MONUMENTED       RBNF
 RJ0077  HISTORY     - 1972     GOOD             USLS
 RJ0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0077  HISTORY     - 20001010 GOOD             WOOLPT
 RJ0077
 RJ0077                          STATION DESCRIPTION
 RJ0077
 RJ0077'DESCRIBED BY US LAKE SURVEY 1972
 RJ0077'3.8 MI E FROM PICKFORD.
 RJ0077'DODD IS IN CHIPPEWA COUNTY, MICHIGAN, 3.8 MILES EAST ALONG
 RJ0077'GOGOMAIN ROAD FROM POST OFFICE IN PICKFORD, 109 FEET WEST
 RJ0077'SOUTHWEST OF UTILITY POLE NO. PD2/55/28A, 78.9 FEET SOUTH OF
 RJ0077'SOUTHWEST CORNER AND IN LINE WITH WEST FACE OF WHITE FRAME
 RJ0077'DWELLING OCCUPIED BY MARVIN DODD, 50.0 FEET SOUTHWEST OF A
 RJ0077'24-INCH ELM, 46 FEET NORTH OF CENTERLINE OF GOGOMAIN ROAD, 18.3
 RJ0077'FEET EAST OF SOUTHEAST OF A 36-INCH PINE, 17.3 FEET WEST OF A
 RJ0077'UTILITY POLE, 1-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 RJ0077'POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 35 FEET
 RJ0077'LONG.
 RJ0077
 RJ0077                          STATION RECOVERY (1983)
 RJ0077
 RJ0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0077'NOT RECOVERED, AREA OF LAWN HAS BEEN FILLED IN.
 RJ0077
 RJ0077                          STATION RECOVERY (2000)
 RJ0077
 RJ0077'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0580 ***********************************************************************
 QL0580  DESIGNATION -  DOLLAR
 QL0580  PID         -  QL0580
 QL0580  STATE/COUNTY-  MI/DICKINSON
 QL0580  USGS QUAD   -  CARNEY LAKE (1986)
 QL0580
 QL0580                         *CURRENT SURVEY CONTROL
 QL0580  ___________________________________________________________________
 QL0580* NAD 83(1994)-  45 55 23.81817(N)    087 57 45.31542(W)     ADJUSTED  
 QL0580* NAVD 88     -       387.     (meters)    1270.     (feet)  SCALED    
 QL0580  ___________________________________________________________________
 QL0580  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 QL0580  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 QL0580
 QL0580  HORZ ORDER  -  SECOND
 QL0580
 QL0580.The horizontal coordinates were established by classical geodetic methods
 QL0580.and adjusted by the National Geodetic Survey in February 1997..
 QL0580
 QL0580.The orthometric height was scaled from a topographic map.
 QL0580
 QL0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0580
 QL0580.The geoid height was determined by GEOID03.
 QL0580
 QL0580;                    North         East     Units Scale Factor Converg.
 QL0580;SPC MI N     -   127,152.146 7,925,339.410   MT  0.99992269   -0 41 44.7
 QL0580;SPC MI N     -   417,165.83 26,001,769.72   iFT  0.99992269   -0 41 44.7
 QL0580;UTM  16      - 5,085,974.189   425,361.777   MT  0.99966848   -0 41 29.6
 QL0580
 QL0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0580!SPC MI N     -   0.99994468  x   0.99992269  =   0.99986737
 QL0580!UTM  16      -   0.99994468  x   0.99966848  =   0.99961317
 QL0580
 QL0580|---------------------------------------------------------------------|
 QL0580| PID    Reference Object                     Distance      Geod. Az  |
 QL0580|                                                           dddmmss.s |
 QL0580| CJ4852 DOLLAR RM 1                          10.465 METERS 20421     |
 QL0580| CJ4853 DOLLAR RM 2                           8.278 METERS 26212     |
 QL0580|---------------------------------------------------------------------|
 QL0580
 QL0580                          SUPERSEDED SURVEY CONTROL
 QL0580
 QL0580  NAD 83(1994)-  45 55 23.81592(N)    087 57 45.31276(W) AD(       ) 2
 QL0580  NAD 83(1986)-  45 55 23.81694(N)    087 57 45.31170(W) AD(       ) 2
 QL0580  NAD 27      -  45 55 23.98600(N)    087 57 44.84300(W) AD(       ) 2
 QL0580
 QL0580.Superseded values are not recommended for survey control.
 QL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0580.See file dsdata.txt to determine how the superseded data were derived.
 QL0580
 QL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR2536285974(NAD 83)
 QL0580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0580_SETTING: 66 = SET IN ROCK OUTCROP
 QL0580
 QL0580  HISTORY     - Date     Condition        Report By
 QL0580  HISTORY     - 1954     MONUMENTED       CGS
 QL0580
 QL0580                          STATION DESCRIPTION
 QL0580
 QL0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0580'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF IRON MOUNTAIN AND
 QL0580'1/2 MILE EAST OF PINE CREEK ON
 QL0580'A VERY HIGH AND HEAVY TIMBERED HILL.  THE TOP OF THIS HILL IS ALL
 QL0580'EXPOSED FLINTROCK.  AS THERE ARE
 QL0580'SEVERAL SUCH ROCK TOPPED HILLS IN THE STATION VICINITY
 QL0580'THE STATION HILL MAY BE DIFFICULT TO FIND.
 QL0580'FOR THIS REASON THREE REFERENCE POINTS WERE
 QL0580'MARKED.  USING VULCAN LOOKOUT TOWER AS AN INITIAL (00 00), FOX
 QL0580'LOOKOUT TOWER IS AT AN ANGLE OF
 QL0580'55 DEGREES AND 56 MINUTES AND THE IRON MOUNTAIN SKI SLIDE 71 DEGREES
 QL0580'AND 44 MINUTES FROM THE STATION
 QL0580'MARK.  ALL MARKS ARE CEMENTED IN DRILL HOLES IN THE EXPOSED
 QL0580'FLINTROCK.  THE STATION MARK IS STAMPED
 QL0580'DOLLAR 1954.
 QL0580'
 QL0580'REFERENCE MARKS NO. 1 AND 2 ARE STAMPED DOLLAR NO 1 AND 2 1954.
 QL0580'
 QL0580'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH MARK AND NONE WAS SET.
 QL0580'
 QL0580'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 2 AND STATE
 QL0580'HIGHWAY 95 ABOUT 3 MILES NORTH
 QL0580'OF IRON MOUNTAIN, GO NORTH ON STATE HIGHWAY 95 FOR 4.1 MILES TO A
 QL0580'GRAVEL CROSSROAD AND A TEXACO
 QL0580'SERVICE STATION ON THE LEFT, TURN RIGHT ONTO A GRAVEL ROAD AND
 QL0580'GO EAST, NORTH AND EAST AGAIN ON THE MAIN
 QL0580'TRAVELED GRAVEL ROAD FOR 4.5 MILES TO A WOODEN
 QL0580'BRIDGE OVER PINE GREEK, CROSS THE BRIDGE AND CONTINUE FOR
 QL0580'ABOUT 100 YARDS TO A DIRT SIDE
 QL0580'ROAD RIGHT AND A SIGN GORDONS CAMP.  THIS ROAD IS CLOSED TO PUBLIC
 QL0580'TRAVEL AND THIS POINT IS THE END OF
 QL0580'TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHEAST ON A TRACK ROAD FOR
 QL0580'ABOUT 0.3 MILE TO A FORK, TAKE THE
 QL0580'LEFT FORK AND PACK EASTERLY FOR ABOUT 0.05 MILE TO
 QL0580'GORDONS CABIN, FROM HERE PACK SOUTHEASTERLY ALONG A
 QL0580'BLAZED TRAIL FOR ABOUT ONE HOUR TO
 QL0580'THE STATION HILL AND THE STATION AS DESCRIBED.
 QL0580'
 QL0580'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1182 ***********************************************************************
 RJ1182  DESIGNATION -  DOLLAR
 RJ1182  PID         -  RJ1182
 RJ1182  STATE/COUNTY-  MI/MACKINAC
 RJ1182  USGS QUAD   -  GARNET (1973)
 RJ1182
 RJ1182                         *CURRENT SURVEY CONTROL
 RJ1182  ___________________________________________________________________
 RJ1182* NAD 83(1994)-  46 12 01.29990(N)    085 19 01.23238(W)     ADJUSTED  
 RJ1182* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 RJ1182  ___________________________________________________________________
 RJ1182  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 RJ1182  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 RJ1182
 RJ1182  HORZ ORDER  -  THIRD
 RJ1182
 RJ1182.The horizontal coordinates were established by classical geodetic methods
 RJ1182.and adjusted by the National Geodetic Survey in February 1997..
 RJ1182
 RJ1182.The orthometric height was scaled from a topographic map.
 RJ1182
 RJ1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1182
 RJ1182.The geoid height was determined by GEOID03.
 RJ1182
 RJ1182;                    North         East     Units Scale Factor Converg.
 RJ1182;SPC MI N     -   158,872.811 8,129,876.430   MT  0.99990393   +1 12 59.2
 RJ1182;SPC MI N     -   521,236.26 26,672,822.93   iFT  0.99990393   +1 12 59.2
 RJ1182;UTM  16      - 5,117,685.996   629,845.952   MT  0.99980726   +1 12 53.6
 RJ1182
 RJ1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1182!SPC MI N     -   0.99996504  x   0.99990393  =   0.99986897
 RJ1182!UTM  16      -   0.99996504  x   0.99980726  =   0.99977231
 RJ1182
 RJ1182:                Primary Azimuth Mark                     Grid Az
 RJ1182:SPC MI N     -  REXTON MICROWAVE RELAY MAST              118 23 30.6
 RJ1182:UTM  16      -  REXTON MICROWAVE RELAY MAST              118 23 36.2
 RJ1182
 RJ1182|---------------------------------------------------------------------|
 RJ1182| PID    Reference Object                     Distance      Geod. Az  |
 RJ1182|                                                           dddmmss.s |
 RJ1182| RJ1179 REXTON MICROWAVE RELAY MAST         APPROX. 8.8 KM 1193629.8 |
 RJ1182| CH1052 DOLLAR RM 1                          37.599 METERS 14858     |
 RJ1182| CH1053 DOLLAR RM 2                          30.878 METERS 25726     |
 RJ1182| CH1051 DOLLAR AZ MK                                       2930141.6 |
 RJ1182|---------------------------------------------------------------------|
 RJ1182
 RJ1182                          SUPERSEDED SURVEY CONTROL
 RJ1182
 RJ1182  NAD 83(1986)-  46 12 01.29403(N)    085 19 01.22981(W) AD(       ) 3
 RJ1182  NAD 27      -  46 12 01.28465(N)    085 19 00.91370(W) AD(       ) 3
 RJ1182
 RJ1182.Superseded values are not recommended for survey control.
 RJ1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1182.See file dsdata.txt to determine how the superseded data were derived.
 RJ1182
 RJ1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2984617686(NAD 83)
 RJ1182_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1182
 RJ1182  HISTORY     - Date     Condition        Report By
 RJ1182  HISTORY     - 1965     MONUMENTED       CGS
 RJ1182  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1182  HISTORY     - 19950815 GOOD             USPSQD
 RJ1182  HISTORY     - 20040909 POOR             MIDNR
 RJ1182
 RJ1182                          STATION DESCRIPTION
 RJ1182
 RJ1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1182'STATION IS ABOUT 6 MILES NORTHWEST OF REXTON, 14-1/2 MILES SOUTHEAST
 RJ1182'EAST OF NEWBERRY
 RJ1182'AND ON STATE OWNED PROPERTY.
 RJ1182'
 RJ1182'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123
 RJ1182'ABOUT 3 MILES
 RJ1182'SOUTH OF NEWBERRY, GO EAST ON STATE HIGHWAY 28 FOR 7.05
 RJ1182'MILES TO A SIDE ROAD RIGHT.
 RJ1182'TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD
 RJ1182'FOR 4.2 MILES TO THE HENDRICKS LOOKOUT TOWER ON
 RJ1182'THE LEFT.  CONTINUE
 RJ1182'SOUTHEAST AND SOUTH ON THE GRAVELED ROAD FOR 4.8 MILES TO A
 RJ1182'CROSSROAD.  TURN
 RJ1182'LEFT AND GO EASTERLY ON A SAND ROAD (DOLLAR LAKE TRUCK TRAIL) FOR
 RJ1182'0.2 MILE TO THE STATION
 RJ1182'ON THE LEFT.
 RJ1182'
 RJ1182'STATION MARKS ARE STANDARD DISKS STAMPED DOLLAR 1965.  THE SURFACE
 RJ1182'DISK IS SET IN A
 RJ1182'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 RJ1182'4 FEET SOUTHEAST OF A METAL WITNESS
 RJ1182'POST, 36 FEET SOUTHEAST OF A 20
 RJ1182'INCH ELM TREE AND 49 FEET NORTHEAST OF THE CENTER OF A
 RJ1182'SAND ROAD.  THE
 RJ1182'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES
 RJ1182'BELOW THE SURFACE
 RJ1182'OF THE GROUND.
 RJ1182'
 RJ1182'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DOLLAR NO 1 1965, IS
 RJ1182'SET IN A ROUND
 RJ1182'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 2 FEET
 RJ1182'NORTHEAST OF A METAL WITNESS POST
 RJ1182'AND 13 FEET SOUTHWEST OF THE CENTER
 RJ1182'OF THE SAND ROAD.
 RJ1182'
 RJ1182'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DOLLAR NO 2 1965, IS
 RJ1182'SET IN A ROUND
 RJ1182'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 23
 RJ1182'FEET SOUTHWEST OF THE CENTER OF
 RJ1182'THE SAND ROAD AND 105 FEET SOUTHEAST
 RJ1182'OF THE METAL WITNESS POST NEAR THE STATION.
 RJ1182'
 RJ1182'AZIMUTH MARK, A STANDARD DISK STAMPED DOLLAR 1965, IS SET IN A
 RJ1182'ROUND CONCRETE
 RJ1182'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1 FOOT EAST OF
 RJ1182'A METAL WITNESS POST AND 43 FEET
 RJ1182'NORTH OF THE CENTER OF A SAND ROAD.
 RJ1182'
 RJ1182'TO REACH THE AZIMUTH MARK FROM THE STATION GO WESTERLY ON THE
 RJ1182'SAND ROAD FOR 0.2
 RJ1182'MILE TO A CROSSROAD.  CONTINUE WEST ON THE SAND ROAD
 RJ1182'FOR 0.05 MILE TO THE MARK ON THE
 RJ1182'RIGHT.
 RJ1182'
 RJ1182'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1182
 RJ1182                          STATION RECOVERY (1973)
 RJ1182
 RJ1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1182'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1182'ANGLES AND
 RJ1182'DISTANCES MEASURED O.K.
 RJ1182'ORIGINAL DESCRIPTION
 RJ1182'ADEQUATE.
 RJ1182'
 RJ1182'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 6 MILES NW
 RJ1182'OF REXTON.
 RJ1182
 RJ1182                          STATION RECOVERY (1995)
 RJ1182
 RJ1182'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1182'RECOVERED IN GOOD CONDITION.
 RJ1182
 RJ1182                          STATION RECOVERY (2004)
 RJ1182
 RJ1182'RECOVERY NOTE BY MI DEPT OF NAT RES 2004 (JAN)
 RJ1182'AZIMUTH MARK, USED BY MIDNR FOR GPS SURVEY CONTROL NETWORK, HAS BEEN
 RJ1182'DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0039 ***********************************************************************
 QK0039  DESIGNATION -  DOLOMITE USE
 QK0039  PID         -  QK0039
 QK0039  STATE/COUNTY-  MI/MACKINAC
 QK0039  USGS QUAD   -  CEDARVILLE (1975)
 QK0039
 QK0039                         *CURRENT SURVEY CONTROL
 QK0039  ___________________________________________________________________
 QK0039* NAD 83(1986)-  45 59 19.     (N)    084 16 49.     (W)     SCALED    
 QK0039* NAVD 88     -       187.688  (meters)     615.77   (feet)  ADJUSTED  
 QK0039  ___________________________________________________________________
 QK0039  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 QK0039  DYNAMIC HT  -         187.694 (meters)     615.79  (feet)  COMP
 QK0039  MODELED GRAV-     980,642.0   (mgal)                       NAVD 88
 QK0039
 QK0039  VERT ORDER  -  FIRST     CLASS 0
 QK0039
 QK0039.The horizontal coordinates were scaled from a topographic map and have
 QK0039.an estimated accuracy of +/- 6 seconds.
 QK0039
 QK0039.The orthometric height was determined by differential leveling
 QK0039.and adjusted by the National Geodetic Survey in June 1991..
 QK0039
 QK0039.The geoid height was determined by GEOID03.
 QK0039
 QK0039.The dynamic height is computed by dividing the NAVD 88
 QK0039.geopotential number by the normal gravity value computed on the
 QK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0039.degrees latitude (g = 980.6199 gals.).
 QK0039
 QK0039.The modeled gravity was interpolated from observed gravity values.
 QK0039
 QK0039;                    North         East    Units  Estimated Accuracy
 QK0039;SPC MI N     -   137,570.    8,210,660.      MT  (+/- 180 meters Scaled)
 QK0039
 QK0039                          SUPERSEDED SURVEY CONTROL
 QK0039
 QK0039.No superseded survey control is available for this station.
 QK0039
 QK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR106963(NAD 83)
 QK0039_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0039_SP_SET: WALL
 QK0039_MARK LOGO: USE   
 QK0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0039
 QK0039  HISTORY     - Date     Condition        Report By
 QK0039  HISTORY     - 1971     MONUMENTED       USE
 QK0039  HISTORY     - 1972     GOOD             USLS
 QK0039  HISTORY     - 1983     GOOD             NGS
 QK0039  HISTORY     - 19940728 GOOD             USPSQD
 QK0039  HISTORY     - 19950712 GOOD             USPSQD
 QK0039  HISTORY     - 20010331 GOOD             NGS
 QK0039
 QK0039                          STATION DESCRIPTION
 QK0039
 QK0039'DESCRIBED BY US LAKE SURVEY 1972
 QK0039'4.3 MI E FROM CEDARVILLE.
 QK0039'DOLOMITE IS IN MACKINAC COUNTY, MICHIGAN, 4.3 MILES EAST ALONG HIGHWAY
 QK0039'M-134 FROM INTERSECTION OF HIGHWAYS M-134 AND M-129 (MERIDIAN
 QK0039'ROAD) AT CEDARVILLE, IN SOUTH FACE OF NORTH RETAINING WALL OF
 QK0039'U.S. STEEL CORP. RAILROAD OVERPASS LEADING TO PORT DOLOMITE,
 QK0039'47 FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 6.2 FEET EAST
 QK0039'OF WEST END OF WALL, 2 FEET ABOVE GROUND SURFACE, BEING HORIZONTAL
 QK0039'LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE WALL.
 QK0039'NOTE-- PREV. DESIG. DOLOMITE 1971.
 QK0039
 QK0039                          STATION RECOVERY (1983)
 QK0039
 QK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0039'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.9 KM
 QK0039'(4.3 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0039'HIGHWAY 129 IN CEDARVILLE, AT THE U.S. STEEL CORPORATION RAILROAD
 QK0039'OVERPASS, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH CONCRETE
 QK0039'RETAINING WALL, ABOUT 0.6 METER (2.0 FT) ABOVE THE GROUND,
 QK0039'14.32 METERS (47.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 QK0039'1.88 METERS (6.2 FT) EAST OF THE WEST END OF THE NORTH WALL.
 QK0039'THE MARK IS 0.9 M ABOVE HIGHWAY.
 QK0039
 QK0039                          STATION RECOVERY (1994)
 QK0039
 QK0039'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0039'RECOVERED IN GOOD CONDITION.
 QK0039
 QK0039                          STATION RECOVERY (1995)
 QK0039
 QK0039'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0039'RECOVERED IN GOOD CONDITION.
 QK0039
 QK0039                          STATION RECOVERY (2001)
 QK0039
 QK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0039'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1084 ***********************************************************************
 RJ1084  DESIGNATION -  DORGAN
 RJ1084  PID         -  RJ1084
 RJ1084  STATE/COUNTY-  MI/CHIPPEWA
 RJ1084  USGS QUAD   -  BRIMLEY (1975)
 RJ1084
 RJ1084                         *CURRENT SURVEY CONTROL
 RJ1084  ___________________________________________________________________
 RJ1084* NAD 83(1994)-  46 22 57.30330(N)    084 36 50.30375(W)     ADJUSTED  
 RJ1084* NAVD 88     -       214.     (meters)     702.     (feet)  SCALED    
 RJ1084  ___________________________________________________________________
 RJ1084  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 RJ1084  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 RJ1084
 RJ1084  HORZ ORDER  -  SECOND
 RJ1084
 RJ1084.The horizontal coordinates were established by classical geodetic methods
 RJ1084.and adjusted by the National Geodetic Survey in February 1997..
 RJ1084
 RJ1084.The orthometric height was scaled from a topographic map.
 RJ1084
 RJ1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1084
 RJ1084.The geoid height was determined by GEOID03.
 RJ1084
 RJ1084;                    North         East     Units Scale Factor Converg.
 RJ1084;SPC MI N     -   180,509.443 8,183,506.199   MT  0.99990427   +1 43 28.5
 RJ1084;SPC MI N     -   592,222.58 26,848,773.62   iFT  0.99990427   +1 43 28.5
 RJ1084;UTM  16      - 5,139,323.214   683,475.570   MT  1.00001381   +1 43 40.3
 RJ1084
 RJ1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1084!SPC MI N     -   0.99997214  x   0.99990427  =   0.99987641
 RJ1084!UTM  16      -   0.99997214  x   1.00001381  =   0.99998595
 RJ1084
 RJ1084|---------------------------------------------------------------------|
 RJ1084| PID    Reference Object                     Distance      Geod. Az  |
 RJ1084|                                                           dddmmss.s |
 RJ1084| CH1055 DORGAN RM 1                          34.991 METERS 02621     |
 RJ1084| RJ1097 KINROSS LOOKOUT TOWER               APPROX.13.6 KM 1455008.8 |
 RJ1084| CH1056 DORGAN RM 2                          33.184 METERS 14937     |
 RJ1084| CH1054 DORGAN AZ MK                                       1785437.2 |
 RJ1084| RJ1122 RACO AFB WATER TANK                 APPROX.15.3 KM 2555015.6 |
 RJ1084| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.13.2 KM 2591229.0 |
 RJ1084|---------------------------------------------------------------------|
 RJ1084
 RJ1084                          SUPERSEDED SURVEY CONTROL
 RJ1084
 RJ1084  NAD 83(1986)-  46 22 57.29595(N)    084 36 50.30048(W) AD(       ) 2
 RJ1084  NAD 27      -  46 22 57.22193(N)    084 36 50.10587(W) AD(       ) 2
 RJ1084
 RJ1084.Superseded values are not recommended for survey control.
 RJ1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1084.See file dsdata.txt to determine how the superseded data were derived.
 RJ1084
 RJ1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8347639323(NAD 83)
 RJ1084_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1084_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1084
 RJ1084  HISTORY     - Date     Condition        Report By
 RJ1084  HISTORY     - 1965     MONUMENTED       CGS
 RJ1084
 RJ1084                          STATION DESCRIPTION
 RJ1084
 RJ1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1084'STATION IS ABOUT 5-1/2 MILES EAST OF RACO, 2-1/2 MILES SOUTHWEST OF
 RJ1084'BRIMLEY, 1 MILE
 RJ1084'SOUTH OF DORGANS CROSSING, 0.45 MILE NORTH OF STATE HIGHWAY
 RJ1084'28, IN THE SOUTHEAST 1/4 SECTION
 RJ1084'13, T. 46 N., R. 3W., AT THE EAST
 RJ1084'EDGE OF AN OPEN FIELD AND ON PROPERTY OWNED BY THE
 RJ1084'SUTTON ESTATE.
 RJ1084'
 RJ1084'TO REACH THE STATION FROM THE POST OFFICE IN RACO, GO EAST ON STATE
 RJ1084'HIGHWAY 28 FOR
 RJ1084'5.25 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 RJ1084'NORTHWEST ANGLE.  TURN LEFT AND
 RJ1084'GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE
 RJ1084'TO THE STATION ON THE LEFT.
 RJ1084'
 RJ1084'STATION MARKS ARE STANDARD DISKS STAMPED DORGAN 1965.  THE SURFACE
 RJ1084'DISK IS SET IN A
 RJ1084'ROUND CONCRETE MOUNUMENT WHICH PROJECTS 2 INCHES.  IT IS 117
 RJ1084'FEET SOUTHWEST OF A TELEPHONE
 RJ1084'POLE, 85 FEET WEST OF THE CENTER OF A
 RJ1084'GRAVELED ROAD, 68 FEET NORTHWEST OF A TELEPHONE
 RJ1084'POLE AND 20 FEET SOUTH OF
 RJ1084'THE CENTER OF A FIELD ROAD.  THE UNDERGROUND DISK IS SET IN AN
 RJ1084'IRREGULAR MASS OF
 RJ1084'CONCRETE 46 INCHES BELOW THE GROUND SURFACE.
 RJ1084'
 RJ1084'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DORGAN NO 1 1965, IS
 RJ1084'SET IN A ROUND
 RJ1084'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 82 FEET
 RJ1084'NORTH OF THE CENTER OF THE FIELD
 RJ1084'ROAD, 31 FEET WEST OF THE CENTER OF THE
 RJ1084'GRAVELED ROAD, 4 FEET SOUTH OF THE TELEPHONE POLE
 RJ1084'AND 1.7 FEET SOUTH OF
 RJ1084'A METAL WOTNESS POST.
 RJ1084'
 RJ1084'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DORGAN NO 2 1965, IS
 RJ1084'SET IN A ROUND
 RJ1084'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 100
 RJ1084'FEET NORTH OF A TELEPHONE POLE,
 RJ1084'50 FEET SOUTH OF THE TELEPHONE POLE,
 RJ1084'29 FEET WEST OF THE CENTER OF THE GRAVELED ROAD
 RJ1084'AND 2.1 FEET SOUTH OF A
 RJ1084'METAL WITNESS POST.
 RJ1084'
 RJ1084'AZIMUTH MARK, A STANDARD DISK STAMPED DORGAN 1965, IS SET IN A
 RJ1084'ROUND CONCRETE
 RJ1084'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 57 FEET NORTH OF
 RJ1084'THE CENTER OF STATE HIGHWAY 28,
 RJ1084'48 FEET WEST OF THE CENTER OF A GRAVELED
 RJ1084'ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 RJ1084'
 RJ1084'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1147 ***********************************************************************
 RJ1147  DESIGNATION -  DOROTHY
 RJ1147  PID         -  RJ1147
 RJ1147  STATE/COUNTY-  MI/CHIPPEWA
 RJ1147  USGS QUAD   -  WHITEFISH POINT (1951)
 RJ1147
 RJ1147                         *CURRENT SURVEY CONTROL
 RJ1147  ___________________________________________________________________
 RJ1147* NAD 83(1994)-  46 45 37.29580(N)    084 57 50.34718(W)     ADJUSTED  
 RJ1147* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 RJ1147  ___________________________________________________________________
 RJ1147  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 RJ1147  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ1147
 RJ1147  HORZ ORDER  -  THIRD
 RJ1147
 RJ1147.The horizontal coordinates were established by classical geodetic methods
 RJ1147.and adjusted by the National Geodetic Survey in February 1997..
 RJ1147
 RJ1147.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1147
 RJ1147.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1147
 RJ1147.The geoid height was determined by GEOID03.
 RJ1147
 RJ1147;                    North         East     Units Scale Factor Converg.
 RJ1147;SPC MI N     -   221,735.751 8,155,515.259   MT  0.99993720   +1 28 17.8
 RJ1147;SPC MI N     -   727,479.50 26,756,939.83   iFT  0.99993720   +1 28 17.8
 RJ1147;UTM  16      - 5,180,547.195   655,477.944   MT  0.99989713   +1 29 00.7
 RJ1147
 RJ1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1147!SPC MI N     -   0.99997666  x   0.99993720  =   0.99991386
 RJ1147!UTM  16      -   0.99997666  x   0.99989713  =   0.99987379
 RJ1147
 RJ1147:                Primary Azimuth Mark                     Grid Az
 RJ1147:SPC MI N     -  WHITEFISH PT RAD RECEIVING TWR           023 50 50.7
 RJ1147:UTM  16      -  WHITEFISH PT RAD RECEIVING TWR           023 50 07.8
 RJ1147
 RJ1147|---------------------------------------------------------------------|
 RJ1147| PID    Reference Object                     Distance      Geod. Az  |
 RJ1147|                                                           dddmmss.s |
 RJ1147| RJ1144 WHITEFISH PT RAD RECEIVING TWR      APPROX. 1.3 KM 0251908.5 |
 RJ1147| RJ1148 WHITEFISH PT HBR N BKWATER LT       161.933 METERS 18031     |
 RJ1147| RJ1149 WHITEFISH PT HBR S BKWATER LT       134.521 METERS 20726     |
 RJ1147| RJ1151 WHITEFISH PT HBR IN BKWATER LT       89.285 METERS 23809     |
 RJ1147| RJ1150 909 9007 3 A                        161.407 METERS 33710     |
 RJ1147|---------------------------------------------------------------------|
 RJ1147
 RJ1147                          SUPERSEDED SURVEY CONTROL
 RJ1147
 RJ1147  NAD 83(1986)-  46 45 37.28442(N)    084 57 50.32726(W) AD(       ) 3
 RJ1147  NAD 27      -  46 45 37.19515(N)    084 57 50.07250(W) AD(       ) 3
 RJ1147  NGVD 29 (07/19/86)  185.3    (m)          608.     (f) VERT ANG       
 RJ1147
 RJ1147.Superseded values are not recommended for survey control.
 RJ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1147.See file dsdata.txt to determine how the superseded data were derived.
 RJ1147
 RJ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5547880547(NAD 83)
 RJ1147_MARKER: DD = SURVEY DISK
 RJ1147_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1147+WITH SETTING: PAVEMENT
 RJ1147_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1147+STABILITY: SURFACE MOTION
 RJ1147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1147+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 RJ1147
 RJ1147  HISTORY     - Date     Condition        Report By
 RJ1147  HISTORY     - 1981     MONUMENTED       NOS
 RJ1147  HISTORY     - 20040905 GOOD             USPSQD
 RJ1147
 RJ1147                          STATION DESCRIPTION
 RJ1147
 RJ1147'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1147'THE STATION IS LOCATED ON THE SECOND CONCRETE AND STEEL CAISSON
 RJ1147'OF THE NORTH BREAKWATER AT WHITEFISH POINT HARBOR.
 RJ1147'
 RJ1147'TO REACH THE STATION FROM THE JUNCTION OF MI 123 AND WIRE ROAD
 RJ1147'IN PARADISE, GO NORTH ON WIRE ROAD FOR 16.9 KM (10.5 MILES) TO
 RJ1147'THE ENTRANCE TO WHITEFISH POINT HARBOR ON THE RIGHT. TURN RIGHT
 RJ1147'AND GO EAST FOR 0.1 KM (0.1 MILES) TO THE NORTH BREAKWATER.
 RJ1147'WALK ON THE NORTH BREAKWATER EAST AND SOUTH TO THE SECOND
 RJ1147'CONCRETE AND STEEL CAISSON AND THE STATION IN THE CENTER OF THE
 RJ1147'CAISSON.
 RJ1147'
 RJ1147'THE STATION IS A STANDARD NOS DISK
 RJ1147'STAMPED---DOROTHY 1981---,
 RJ1147'CEMENTED INTO A DRILL HOLE IN THE CONCRETE FLUSH WITH THE
 RJ1147'SURFACE.  IT IS LOCATED IN THE CENTER OF THE 7.6 METER
 RJ1147'(25.0 FT) DIAMETER CAISSON.
 RJ1147'
 RJ1147'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.64 METERS.
 RJ1147
 RJ1147                          STATION RECOVERY (2004)
 RJ1147
 RJ1147'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 RJ1147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0517 ***********************************************************************
 NF0517  DESIGNATION -  DOSTER
 NF0517  PID         -  NF0517
 NF0517  STATE/COUNTY-  MI/BARRY
 NF0517  USGS QUAD   -  DELTON (1985)
 NF0517
 NF0517                         *CURRENT SURVEY CONTROL
 NF0517  ___________________________________________________________________
 NF0517* NAD 83(1994)-  42 27 53.46695(N)    085 29 20.57352(W)     ADJUSTED  
 NF0517* NAVD 88     -       321.922  (meters)    1056.17   (feet)  ADJUSTED  
 NF0517  ___________________________________________________________________
 NF0517  X           -     370,636.966 (meters)                     COMP
 NF0517  Y           -  -4,697,908.392 (meters)                     COMP
 NF0517  Z           -   4,284,030.211 (meters)                     COMP
 NF0517  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 NF0517  ELLIP HEIGHT-         288.64  (meters)          (07/12/02) GPS OBS
 NF0517  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF0517  DYNAMIC HT  -         321.824 (meters)    1055.85  (feet)  COMP
 NF0517  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 NF0517
 NF0517  HORZ ORDER  -  FIRST
 NF0517  VERT ORDER  -  SECOND    CLASS 0
 NF0517  ELLP ORDER  -  FOURTH    CLASS I
 NF0517
 NF0517.The horizontal coordinates were established by GPS observations
 NF0517.and adjusted by the National Geodetic Survey in December 1995..
 NF0517
 NF0517.The orthometric height was determined by differential leveling
 NF0517.and adjusted by the National Geodetic Survey in June 1991..
 NF0517
 NF0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0517
 NF0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0517
 NF0517.The ellipsoidal height was determined by GPS observations
 NF0517.and is referenced to NAD 83.
 NF0517
 NF0517.The geoid height was determined by GEOID03.
 NF0517
 NF0517.The dynamic height is computed by dividing the NAVD 88
 NF0517.geopotential number by the normal gravity value computed on the
 NF0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0517.degrees latitude (g = 980.6199 gals.).
 NF0517
 NF0517.The modeled gravity was interpolated from observed gravity values.
 NF0517
 NF0517;                    North         East     Units Scale Factor Converg.
 NF0517;SPC MI S     -   107,788.642 3,907,698.556   MT  0.99993361   -0 45 49.7
 NF0517;SPC MI S     -   353,637.28 12,820,533.32   iFT  0.99993361   -0 45 49.7
 NF0517;UTM  16      - 4,702,496.248   624,219.874   MT  0.99978985   +1 01 12.8
 NF0517
 NF0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0517!SPC MI S     -   0.99995473  x   0.99993361  =   0.99988835
 NF0517!UTM  16      -   0.99995473  x   0.99978985  =   0.99974459
 NF0517
 NF0517|---------------------------------------------------------------------|
 NF0517| PID    Reference Object                     Distance      Geod. Az  |
 NF0517|                                                           dddmmss.s |
 NF0517| CG9986 DOSTER RM 3                          25.500 METERS 03907     |
 NF0517| NF0518 DOSTER RM 1                          40.167 METERS 25119     |
 NF0517| NF0519 DOSTER RM 2                                        2994148.6 |
 NF0517|---------------------------------------------------------------------|
 NF0517
 NF0517                          SUPERSEDED SURVEY CONTROL
 NF0517
 NF0517  ELLIP H (12/21/95)  288.67   (m)                       GP(       ) 4 1
 NF0517  NAD 83(1986)-  42 27 53.46769(N)    085 29 20.59058(W) AD(       ) 1
 NF0517  NAD 27      -  42 27 53.33758(N)    085 29 20.55342(W) AD(       ) 1
 NF0517  NAVD 88 (12/21/95)  321.92   (m)         1056.2    (f) LEVELING    3  
 NF0517  NGVD 29 (??/??/92)  322.047  (m)         1056.58   (f) ADJ UNCH    2 0
 NF0517
 NF0517.Superseded values are not recommended for survey control.
 NF0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0517.See file dsdata.txt to determine how the superseded data were derived.
 NF0517
 NF0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2422002496(NAD 83)
 NF0517_MARKER: DS = TRIANGULATION STATION DISK
 NF0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0517_SP_SET: CONCRETE POST
 NF0517_STAMPING: DOSTER 1931
 NF0517_MARK LOGO: CGS   
 NF0517_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0517+STABILITY: SURFACE MOTION
 NF0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0517+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0517
 NF0517  HISTORY     - Date     Condition        Report By
 NF0517  HISTORY     - 1931     MONUMENTED       NGS
 NF0517  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0517  HISTORY     - 1969     GOOD             NGS
 NF0517  HISTORY     - 1980     GOOD             MIDH
 NF0517  HISTORY     - 19921219 GOOD             LOCENG
 NF0517  HISTORY     - 19940312 GOOD             LOCENG
 NF0517  HISTORY     - 19940312 GOOD             MI-015
 NF0517  HISTORY     - 19941104 GOOD             MIDT
 NF0517  HISTORY     - 19970311 GOOD             USPSQD
 NF0517  HISTORY     - 20051015 GOOD             USPSQD
 NF0517
 NF0517                          STATION DESCRIPTION
 NF0517
 NF0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1931 (CDM)
 NF0517'ABOUT 2-1/2 MILES EAST OF DOSTER, AND ABOUT 0.3 MILE WEST OF
 NF0517'SOUTHEAST CORNER OF SEC. 16, T. 1 N., R. 10 W., ON SMALL KNOLL IN
 NF0517'SOUTHWEST CORNER OF PASTURE, ON THE NORTH SIDE OF EAST-AND-WEST ROAD,
 NF0517'43.9 METERS (144 FEET) EAST
 NF0517'OF WEST FENCE OF PASTURE, AND 12 METERS (39 FEET) NORTH
 NF0517'OF SOUTH PASTURE FENCE.  REACHED FROM DOSTER
 NF0517'BY GRAVEL ROAD EAST FROM POST
 NF0517'OFFICE 2.7 MILES TO GATE ON NORTH SIDE OF ROAD ABOUT 100 FEET
 NF0517'WEST OF TOP OF GRADE.  SURFACE
 NF0517'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 NF0517'NOTES 1A AND 7A.
 NF0517'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE NOTE
 NF0517'11A.  NO. 1 IS IN FENCE LINE, 1.2
 NF0517'METERS (4 FEET) EAST OF EAST END OF GATE, APPROXIMATELY
 NF0517'5 METERS (16 FEET) NORTH OF CENTER LINE OF THE ROAD,
 NF0517'AND 40.20 METERS
 NF0517'(131.9 FEET) FROM STATION IN AZIMUTH 340 DEG 39 MIN.  NO. 2 IS IN
 NF0517'FENCE LINE ON EAST SIDE OF
 NF0517'NORTH-AND-SOUTH ROAD, APPROXIMATELY 60 METERS (197 FEET) SOUTHWEST OF
 NF0517'OLD HOUSE, AND
 NF0517'APPROXIMATELY 1/4 MILE FROM STATION IN AZIMUTH 29 DEG. 01 MIN. 54
 NF0517'SEC.
 NF0517
 NF0517                          STATION RECOVERY (1969)
 NF0517
 NF0517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0517'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF0517'CONDITION.
 NF0517'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.  AN ERROR
 NF0517'WAS FOUND IN THE DIRECTIONS ON
 NF0517'THE 1932 LIST TO THE REFERENCE MARKS.
 NF0517'FOLLOWING IS A NEW DESCRIPTION.
 NF0517'
 NF0517'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 16, T. 1 N.,
 NF0517'R. 10 W., ON A
 NF0517'SMALL KNOLL IN THE SOUTHWEST CORNER OF A PASTURE AND ON
 NF0517'PROPERTY OF MR. RICHARD HALL.  IT
 NF0517'IS LOCATED ABOUT 3-1/4 MILES SOUTHWEST
 NF0517'OF DELTON AND 3 MILES EAST OF DOSTER.
 NF0517'
 NF0517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 NF0517'ORCHARD STREET IN
 NF0517'DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MILES
 NF0517'TO A SIDE ROAD RIGHT.  TURN RIGHT,
 NF0517'GO WEST AND NORTH ON MILO ROAD FOR
 NF0517'2.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 NF0517'WEST ON 3 MILE ROAD
 NF0517'FOR 0.6 MILE TO A GATE ON THE RIGHT.*TURN RIGHT, BEAR SHARP
 NF0517'RIGHT, NORTHEAST,
 NF0517'TO THE TOP OF THE HILL AND THE STATION.
 NF0517'
 NF0517'THE STATION MARK IS A STANDARD DISK STAMPED DOSTER 1931, SET
 NF0517'IN THE TOP OF A
 NF0517'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 NF0517'INCHES ABOVE THE GROUND.  IT IS 42
 NF0517'FEET NORTH OF A WIRE FENCE, 33.5
 NF0517'FEET EAST-NORTHEAST OF A FENCE CORNER POST AND 16.3
 NF0517'FEET SOUTHEAST OF A WIRE FENCE.  (NOTES 1A 7A).
 NF0517'
 NF0517'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOSTER NO 1 1931,
 NF0517'SET IN THE TOP OF
 NF0517'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF0517'3 INCHES ABOVE THE GROUND.  IT IS 30
 NF0517'FEET NORTH OF THE CENTER OF 3
 NF0517'MILE ROAD, 21.8 FEET EAST OF A FENCE CORNER, 3.9 FEET
 NF0517'EAST-NORTHEAST OF
 NF0517'THE EAST GATE POST OF A WOODEN GATE AND 1.8 FEET NORTH OF THE WIRE
 NF0517'FENCE AND A WOODEN
 NF0517'WITNESS POST.  (NOTE 11A)
 NF0517'
 NF0517'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOSTER NO 2 1931,
 NF0517'SET IN THE TOP OF
 NF0517'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF0517'3 INCHES ABOVE THE GROUND.  (THIS
 NF0517'MARK WAS USED AS AN AZIMUTH MARK)
 NF0517'IT IS 26 FEET EAST OF THE CENTER OF ENZIAN ROAD,
 NF0517'12.5 FEET NORTH OF A
 NF0517'T-FENCE CORNER, 1 FOOT NORTH OF THE NORTH GATE POST OF A WOODEN
 NF0517'GATE, 1 FOOT SOUTH
 NF0517'OF A WOODEN WITNESS POST AND 0.8 OF A FOOT EAST OF A WIRE FENCE.
 NF0517'(NOTE 11A)
 NF0517'
 NF0517'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DOSTER 1931 NO 3 1969,
 NF0517'SET IN THE TOP OF
 NF0517'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF0517'2 INCHES ABOVE THE GROUND.  IT IS
 NF0517'111 FEET NORTHEAST OF THE FENCE CORNER
 NF0517'POST AND 1.5 FEET SOUTHEAST OF THE WIRE FENCE.
 NF0517'(NOTE 11B)
 NF0517'
 NF0517'*TO REACH REFERENCE MARK 2 FROM THIS POINT, GO WEST ON 3 MILE ROAD
 NF0517'FOR 0.15 MILE TO A
 NF0517'CROSSROAD.  TURN RIGHT AND GO NORTH ON ENZIAN ROAD FOR 0.15 MILE TO
 NF0517'THE MARK ON THE RIGHT.
 NF0517'
 NF0517'NO MEASURMENT BETWEEN RMS 1 AND 3 DUE TO TREES ON LINE AND TERRAIN.
 NF0517'
 NF0517'HEIGHT OF LIGHT ABOVE STATION MARK 85.4 FEET.
 NF0517
 NF0517                          STATION RECOVERY (1969)
 NF0517
 NF0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NF0517'2.8 MI E FROM DOSTER.
 NF0517'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 43 AND
 NF0517'ORCHARD STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3
 NF0517'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON
 NF0517'MILO ROAD FOR 2.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 NF0517'GO WEST ON 3 MILE ROAD FOR 0.6 MILE TO A GATE ON THE RIGHT.  TURN
 NF0517'RIGHT, PASS THROUGH THE GATE, BEAR SHARP RIGHT, NORTHEAST TO
 NF0517'THE TOP OF THE HILL AND THE STATION.  IT IS 42 FEET NORTH OF A
 NF0517'WIRE FENCE, 33.5 FEET EAST-NORTHEAST OF A FENCE CORNER POST AND
 NF0517'16.3 FEET SOUTHEAST OF A WIRE FENCE.  A STANDARD DISK SET IN
 NF0517'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF0517'2 INCHES ABOVE THE GROUND.
 NF0517
 NF0517                          STATION RECOVERY (1980)
 NF0517
 NF0517'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF0517'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 3
 NF0517'COULD NOT BE LOCATED.  A WITNESS POST AND SIGN WAS SET IN THE FENCE
 NF0517'LINE BY RM 1.  THE 1969 RECOVERY NOTE IS ADEQUATE.
 NF0517'LEVELED ELEVATION 1056.59 FEET.
 NF0517
 NF0517                          STATION RECOVERY (1992)
 NF0517
 NF0517'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF0517'RECOVERED IN GOOD CONDITION.
 NF0517
 NF0517                          STATION RECOVERY (1994)
 NF0517
 NF0517'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0517'RECOVERED AS DESCRIBED.
 NF0517
 NF0517                          STATION RECOVERY (1994)
 NF0517
 NF0517'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0517'RECOVERED AS DESCRIBED. LOCATED IN THE SOUTHEAST 1/4 OF SECTION 16,
 NF0517'PRAIRIEVILLE TOWNSHIP.
 NF0517
 NF0517                          STATION RECOVERY (1994)
 NF0517
 NF0517'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NF0517'STATION IS LOCATED IN QUAD 420852 ON THE DELTON QUADRANGLE MAP.  IT IS
 NF0517'IN THE SOUTHEAST 1/4 SECTION 16, T-1-N, R-10-W, PRAIREVILLE TOWNSHIP.
 NF0517'ABOUT 6.0 MI (9.7 KM) NORTH-NORTHWEST OF RICHLAND, 2.5 MI (4.0 KM)
 NF0517'EAST OF DOSTER, AND ON THE PROPERTY OF MR.  FRANKLIN STONEBURNER.
 NF0517'PHONE (616) 664-6727.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 NF0517'M-43 AND ORCHARD STREET IN DELTON, GO SOUTH ALONG HIGHWAY M-43 FOR 3.3
 NF0517'MI (5.3 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST AND NORTH
 NF0517'ALONG MILO ROAD FOR 2.95 MI (4.75 KM) TO A SIDE ROAD LEFT. TURN LEFT
 NF0517'AND GO WEST ALONG 3-MILE-ROAD FOR 0.6 MILETO A FIELD ENTRANCE DRIVE ON
 NF0517'THE RIGHT (FIELD DRIVE IS OVERGROWN AND HARD TO VISULIZE) .  TURN
 NF0517'RIGHT INTO DRIVE AN IMEDIATELY BEAR TO THE RIGHT NORTHEASTERLY BETWEEN
 NF0517'A STAND OF PINE TREES AND 3-MILE-ROAD TO THE TOP OF THE HILL AND THE
 NF0517'STATION. STATION IS IN THE SOUTHWEST CORNER OF A PASTURE ON TOP OF A
 NF0517'SMALL KNOLL, 144.0 FT (43.9 M) EAST FROM THE WEST FENCELINE OF THE
 NF0517'PASTURE, 42.0 FT (12.8 M) NORTH FROM A FIELD FENCE NEAR THE NORTH
 NF0517'RIGHT-OF-WAY LINE OF 3-MILE-ROAD, AND 1.0 FT (0.3 M) SOUTH FROM A
 NF0517'METAL WITNESS POST AND A CARSONITE WITNESS POST. DESCRIBED BY BRIAN
 NF0517'REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC ADVISOR.
 NF0517
 NF0517                          STATION RECOVERY (1997)
 NF0517
 NF0517'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0517'RECOVERED IN GOOD CONDITION.
 NF0517
 NF0517                          STATION RECOVERY (2005)
 NF0517
 NF0517'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0517'REFERENCE MARKS 1 AND 2 FOUND REFERENCE MARK 3 AND STATION NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0518 ***********************************************************************
 NF0518  DESIGNATION -  DOSTER RM 1
 NF0518  PID         -  NF0518
 NF0518  STATE/COUNTY-  MI/BARRY
 NF0518  USGS QUAD   -  DELTON (1985)
 NF0518
 NF0518                         *CURRENT SURVEY CONTROL
 NF0518  ___________________________________________________________________
 NF0518* NAD 83(1986)-  42 27 53.     (N)    085 29 20.     (W)     SCALED    
 NF0518* NAVD 88     -       317.154  (meters)    1040.53   (feet)  ADJUSTED  
 NF0518  ___________________________________________________________________
 NF0518  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF0518  DYNAMIC HT  -         317.058 (meters)    1040.21  (feet)  COMP
 NF0518  MODELED GRAV-     980,309.2   (mgal)                       NAVD 88
 NF0518
 NF0518  VERT ORDER  -  SECOND    CLASS 0
 NF0518
 NF0518.The horizontal coordinates were scaled from a topographic map and have
 NF0518.an estimated accuracy of +/- 6 seconds.
 NF0518
 NF0518.The orthometric height was determined by differential leveling
 NF0518.and adjusted by the National Geodetic Survey in June 1991..
 NF0518
 NF0518.The geoid height was determined by GEOID03.
 NF0518
 NF0518.The dynamic height is computed by dividing the NAVD 88
 NF0518.geopotential number by the normal gravity value computed on the
 NF0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0518.degrees latitude (g = 980.6199 gals.).
 NF0518
 NF0518.The modeled gravity was interpolated from observed gravity values.
 NF0518
 NF0518;                    North         East    Units  Estimated Accuracy
 NF0518;SPC MI S     -   107,770.    3,907,710.      MT  (+/- 180 meters Scaled)
 NF0518
 NF0518                          SUPERSEDED SURVEY CONTROL
 NF0518
 NF0518  NGVD 29 (??/??/92)  317.279  (m)         1040.94   (f) ADJ UNCH    2 0
 NF0518
 NF0518.Superseded values are not recommended for survey control.
 NF0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0518.See file dsdata.txt to determine how the superseded data were derived.
 NF0518
 NF0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN242024(NAD 83)
 NF0518_MARKER: DR = REFERENCE MARK DISK
 NF0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0518_STAMPING: DOSTER NO.1 1931
 NF0518_MARK LOGO: CGS   
 NF0518_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0518+STABILITY: SURFACE MOTION
 NF0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0518+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NF0518
 NF0518  HISTORY     - Date     Condition        Report By
 NF0518  HISTORY     - 1931     MONUMENTED       CGS
 NF0518  HISTORY     - 1969     GOOD             NGS
 NF0518  HISTORY     - 19951126 GOOD             MI-015
 NF0518  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NF0518  HISTORY     - 20041023 GOOD             USPSQD
 NF0518
 NF0518                          STATION DESCRIPTION
 NF0518
 NF0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0518'2.8 MI E FROM DOSTER.
 NF0518'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AND ORCHARD
 NF0518'STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MILES TO
 NF0518'A SIDE ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON MILO ROAD
 NF0518'FOR 0.6 MILE TO A GATE ON THE RIGHT AND THE MARK.  IT IS 30 FEET
 NF0518'NORTH OF THE CENTER OF 3 MILE ROAD, 21.8 FEET EAST OF A FENCE
 NF0518'CORNER, 3.9 FEET EAST-NORTHEAST OF THE EAST GATE POST OF A WOODEN
 NF0518'GATE AND 1.8 FEET NORTH OF A WIRE FENCE AND A WOODEN WITNESS
 NF0518'POST.  A STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE
 NF0518'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 NF0518
 NF0518                          STATION RECOVERY (1995)
 NF0518
 NF0518'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0518'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AN ORCHARD STREET
 NF0518'IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MI (5.3 KM) TO A SIDE
 NF0518'ROAD RIGHT, TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR 0.6 MI (1.0
 NF0518'KM) TO A GATE ON THE RIGHT AND THE MARK.  IT IS 30 FT (9.1 M) NORTH OF
 NF0518'THE CENTER OF 3 MILE (4.8 KM) ROAD, 21.8 FT (6.6 M) EAST OF A FENCE
 NF0518'CORNER, 3.9 FT (1.2 M) EAST-NORTHEAST OF THE EAST GATE POST OF A
 NF0518'WOODEN GATE AND 1.8 FT (0.5 M) NORTH OF A WIRE FENCE AND A WOODEN
 NF0518'WITNESS POST.  A STANDARD DISK, SET IN THE TOP OF A 12 INCH SQUARE
 NF0518'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND. RECOVERY
 NF0518'1995 (BARRY COUNTY REMONUMENTATION) TO REACH THE STATION FROM THE
 NF0518'JUNCTION OF STATE HIGHWAY M-43 AND ORCHARD STREET IN DELTON, TRAVEL
 NF0518'SOUTH ALONG M-43 FOR ABOUT 3.3 MI (5.3 KM) TO A SIDE ROAD RIGHT, TURN
 NF0518'RIGHT AND GO WEST THEN NORTH THEN WEST ON MILO ROAD (3 MILE ROAD) FOR
 NF0518'3.6 MI (5.8 KM) TO THE STATION ON THE RIGHT.  STATION IS 29.5 FT (9.0
 NF0518'M) NORTH OF THE CENTERLINE STRIPE, 18.3 FT (5.6 M) EAST OF A RAIL ROAD
 NF0518'TIE FENCE POST, 50.2 FT (15.3 M) EAST OF THE TOP CENTER OF A LARGE
 NF0518'BOULDER, 132 FT+/- SOUTHWEST OF STATION DOSTER, 44 FT (13.4 M)
 NF0518'SOUTHWEST OF THE TOP CENTER OF A LARGE BOULDER, 1 FT (0.3 M) SOUTH OF
 NF0518'A CARSONITE WITNESS POST.
 NF0518
 NF0518                          STATION RECOVERY (1997)
 NF0518
 NF0518'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0518'MARK NOT FOUND.
 NF0518
 NF0518                          STATION RECOVERY (2004)
 NF0518
 NF0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0518'ON THE SE CORNER OF A FIELD, AND ON THE WEST END OF A RISE ABOVE THE
 NF0518'ROAD ON THE NORTH SIDE OF THE ROAD.  COORDINATES VIA GPS 42 27 53.1 N
 NF0518'BY 085 29 22.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0519 ***********************************************************************
 NF0519  DESIGNATION -  DOSTER RM 2
 NF0519  PID         -  NF0519
 NF0519  STATE/COUNTY-  MI/BARRY
 NF0519  USGS QUAD   -  DELTON (1985)
 NF0519
 NF0519                         *CURRENT SURVEY CONTROL
 NF0519  ___________________________________________________________________
 NF0519* NAD 83(1986)-  42 27 59.     (N)    085 29 35.     (W)     SCALED    
 NF0519* NAVD 88     -       311.510  (meters)    1022.01   (feet)  ADJUSTED  
 NF0519  ___________________________________________________________________
 NF0519  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF0519  DYNAMIC HT  -         311.416 (meters)    1021.70  (feet)  COMP
 NF0519  MODELED GRAV-     980,309.3   (mgal)                       NAVD 88
 NF0519
 NF0519  VERT ORDER  -  SECOND    CLASS 0
 NF0519
 NF0519.The horizontal coordinates were scaled from a topographic map and have
 NF0519.an estimated accuracy of +/- 6 seconds.
 NF0519
 NF0519.The orthometric height was determined by differential leveling
 NF0519.and adjusted by the National Geodetic Survey in June 1991..
 NF0519
 NF0519.The geoid height was determined by GEOID03.
 NF0519
 NF0519.The dynamic height is computed by dividing the NAVD 88
 NF0519.geopotential number by the normal gravity value computed on the
 NF0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0519.degrees latitude (g = 980.6199 gals.).
 NF0519
 NF0519.The modeled gravity was interpolated from observed gravity values.
 NF0519
 NF0519;                    North         East    Units  Estimated Accuracy
 NF0519;SPC MI S     -   107,960.    3,907,370.      MT  (+/- 180 meters Scaled)
 NF0519
 NF0519                          SUPERSEDED SURVEY CONTROL
 NF0519
 NF0519  NGVD 29 (??/??/92)  311.635  (m)         1022.42   (f) ADJ UNCH    2 0
 NF0519
 NF0519.Superseded values are not recommended for survey control.
 NF0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0519.See file dsdata.txt to determine how the superseded data were derived.
 NF0519
 NF0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN238026(NAD 83)
 NF0519_MARKER: DR = REFERENCE MARK DISK
 NF0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0519_STAMPING: DOSTER NO.2 1931
 NF0519_MARK LOGO: CGS   
 NF0519_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0519+STABILITY: SURFACE MOTION
 NF0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0519+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0519
 NF0519  HISTORY     - Date     Condition        Report By
 NF0519  HISTORY     - 1931     MONUMENTED       CGS
 NF0519  HISTORY     - 1969     GOOD             NGS
 NF0519  HISTORY     - 19951126 GOOD             MI-015
 NF0519  HISTORY     - 19970311 GOOD             USPSQD
 NF0519  HISTORY     - 20051015 GOOD             USPSQD
 NF0519
 NF0519                          STATION DESCRIPTION
 NF0519
 NF0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0519'2.7 MI E FROM DOSTER.
 NF0519'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AND ORCHARD
 NF0519'STREET IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MILES TO A
 NF0519'SIDE ROAD RIGHT.  TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR
 NF0519'2.95 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON 3
 NF0519'MILE ROAD FOR 0.75 MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 NF0519'ON ENZIAN ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.  IT IS
 NF0519'26 FEET EAST OF THE CENTER OF ENZIAN ROAD, 12.5 FEET NORTH OF A
 NF0519'T-FENCE CORNER, 1 FOOT NORTH OF THE NORTH GATE POST OF A WOODEN
 NF0519'GATE, 1 FOOT SOUTH OF A WOODEN WITNESS POST AND 0.8 OF A FOOT
 NF0519'EAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE TOP OF A
 NF0519'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE
 NF0519'THE GROUND.
 NF0519
 NF0519                          STATION RECOVERY (1995)
 NF0519
 NF0519'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0519'TO REACH MARK FROM THE JUNCTION OF STATE HIGHWAY 43 AN ORCHARD STREET
 NF0519'IN DELTON, GO SOUTH ON STATE HIGHWAY 43 FOR 3.3 MI (5.3 KM) TO A SIDE
 NF0519'ROAD RIGHT, TURN RIGHT, GO WEST AND NORTH ON MILO ROAD FOR 2.95 MI
 NF0519'(4.75 KM) TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON 3 MILE (4.8
 NF0519'KM) ROAD FOR 0.75 MI (1.21 KM) TO A CROSSROAD, TURN RIGHT AND GO NORTH
 NF0519'ON ENZIAN ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT. IT IS
 NF0519'26 FT (7.9 M) EAST OF THE CENTER OF ENZIAN ROAD, 12.5 FT (3.8 M) NORTH
 NF0519'OF A T-FENCE CORNER, 1 FT (0.3 M) NORTH OF THE NORTH GATE POST OF A
 NF0519'WOODEN GATE, 1 FOOT (0.3 M) SOUTH OF A WHITE WODDEN WITNESS POST AND
 NF0519'0.8 FT (24.4 CM) EAST OF A WIRE FENCE.  A STANDARD DISK, SET IN THE
 NF0519'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF0519'ABOVE THE GROUND. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) 27 FT
 NF0519'(8.2 M) EAST OF THE CENTERLINE STRIPE OF ENZIAN ROAD, 35 FT (10.7 M)
 NF0519'SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE LEADING TO HOUSE NO.  12759,
 NF0519'10.5 FT (3.2 M) NORTH-NORTHWEST OF A TELEPHONE RISER, 31.3 FT (9.5 M)
 NF0519'NORTH-NORTHWEST OF THE NORTH FACE OF A VERY LARGE BOULDER, 51 FT (15.5
 NF0519'M) SOUTH-SOUTHEAST OF THE SOUTH FACE OF A VERY LARGE BOULDER, 111.3 FT
 NF0519'(33.9 M) SOUTHWEST OF A UTILITY POLE, 2 FT (0.6 M) EAST OF A METAL
 NF0519'WITNESS POST WITH SIGN.  OTHERWISE FOUND AS DESCRIBED.
 NF0519
 NF0519                          STATION RECOVERY (1997)
 NF0519
 NF0519'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0519'RECOVERED IN GOOD CONDITION.
 NF0519
 NF0519                          STATION RECOVERY (2005)
 NF0519
 NF0519'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0756 ***********************************************************************
 QK0756  DESIGNATION -  DOUGLAS
 QK0756  PID         -  QK0756
 QK0756  STATE/COUNTY-  MI/CHEBOYGAN
 QK0756  USGS QUAD   -  WILDWOOD (1986)
 QK0756
 QK0756                         *CURRENT SURVEY CONTROL
 QK0756  ___________________________________________________________________
 QK0756* NAD 83(1994)-  45 33 30.42388(N)    084 40 27.66796(W)     ADJUSTED  
 QK0756* NAVD 88     -       235.3    (meters)     772.     (feet)  VERTCON   
 QK0756  ___________________________________________________________________
 QK0756  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 QK0756  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0756  OBS GRAVITY -     980,601.9   (mgal)                       GRAV_OBS
 QK0756
 QK0756  HORZ ORDER  -  FIRST
 QK0756
 QK0756.The horizontal coordinates were established by classical geodetic methods
 QK0756.and adjusted by the National Geodetic Survey in February 1997..
 QK0756
 QK0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0756
 QK0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0756
 QK0756.The geoid height was determined by GEOID03.
 QK0756.The observed gravity was obtained from relative gravimeter ties
 QK0756.to the IGSN71 gravity network.
 QK0756
 QK0756;                    North         East     Units Scale Factor Converg.
 QK0756;SPC MI C     -   249,158.020 5,975,977.559   MT  0.99997034   -0 13 02.5
 QK0756;SPC MI C     -   817,447.57 19,606,225.59   iFT  0.99997034   -0 13 02.5
 QK0756;UTM  16      - 5,047,621.029   681,506.422   MT  1.00000506   +1 39 39.2
 QK0756
 QK0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0756!SPC MI C     -   0.99996867  x   0.99997034  =   0.99993901
 QK0756!UTM  16      -   0.99996867  x   1.00000506  =   0.99997373
 QK0756
 QK0756:                Primary Azimuth Mark                     Grid Az
 QK0756:SPC MI C     -  HEBRON                                   018 41 14.1
 QK0756:UTM  16      -  HEBRON                                   016 48 32.4
 QK0756
 QK0756|---------------------------------------------------------------------|
 QK0756| PID    Reference Object                     Distance      Geod. Az  |
 QK0756|                                                           dddmmss.s |
 QK0756| QK0759 HEBRON                              APPROX.11.6 KM 0182811.6 |
 QK0756| CH1058 DOUGLAS RM 1                         25.443 METERS 19017     |
 QK0756| QK0757 DOUGLAS LAKE LOT 1956                25.655 METERS 25536     |
 QK0756| QK0764 PELLSTON LOOKOUT TOWER              APPROX.14.8 KM 2611556.2 |
 QK0756| CH1057 DOUGLAS AZ MK                                      2870819.9 |
 QK0756| CH1059 DOUGLAS RM 2                         25.395 METERS 30314     |
 QK0756|---------------------------------------------------------------------|
 QK0756
 QK0756                          SUPERSEDED SURVEY CONTROL
 QK0756
 QK0756  NAD 83(1986)-  45 33 30.41723(N)    084 40 27.66886(W) AD(       ) 1
 QK0756  NAD 27      -  45 33 30.37000(N)    084 40 27.51600(W) AD(       ) 1
 QK0756  NGVD 29 (07/19/86)  235.3    (m)          772.     (f) VERT ANG       
 QK0756
 QK0756.Superseded values are not recommended for survey control.
 QK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0756.See file dsdata.txt to determine how the superseded data were derived.
 QK0756
 QK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8150647621(NAD 83)
 QK0756_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0756
 QK0756  HISTORY     - Date     Condition        Report By
 QK0756  HISTORY     - 1956     MONUMENTED       CGS
 QK0756  HISTORY     - 1975     GOOD             NGS
 QK0756  HISTORY     - 1980     GOOD             AME
 QK0756
 QK0756                          STATION DESCRIPTION
 QK0756
 QK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0756'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ALANSON AND 5
 QK0756'MILES EAST OF PELLSTON, ON
 QK0756'THE SOUTH END OF DOUGLAS LAKE AND ON THE GROUNDS OF THE UNIVERSITY OF
 QK0756'MICHIGAN BIOLOGICAL STATION.
 QK0756'IT IS 24 FEET NORTHEAST OF THE CENTERLINE OF A TRACK ROAD,
 QK0756'10 FEET SOUTH OF THE CENTER OF A WOODS ROAD AND
 QK0756'3.5 FEET NORTHWEST OF A WHITE WITNESS
 QK0756'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QK0756'DOUGLAS 1956.
 QK0756'
 QK0756'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO SOUTH
 QK0756'ON U.S. HIGHWAY 31 FOR 0.1 MILE
 QK0756'TO A CROSSROAD.  TURN LEFT AND GO EAST ON GRADED GRAVELED ROAD FOR
 QK0756'5.90 MILES TO A CROSSROAD AND SIGN
 QK0756'UNIVERSITY OF MICHIGAN BIOLOGICAL STATION.  TURN
 QK0756'LEFT AND GO NORTH ON GRADED ROAD FOR 0.15 MILE TO A
 QK0756'SIDE ROAD LEFT AT SIGN NOT OPEN
 QK0756'TO PUBLIC.  TURN LEFT AND FOLLOW WOODS ROAD WEST AND NORTHWEST FOR
 QK0756'0.25 MILE TO THE LOOKOUT TOWER
 QK0756'ON THE LEFT, WEST SIDE OF ROAD AND STATION ON THE RIGHT, EAST SIDE OF
 QK0756'ROAD AS DESCRIBED.
 QK0756'
 QK0756'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 QK0756'THE MARK PROJECTS ABOUT
 QK0756'4 INCHES AND THE DISK IS STAMPED DOUGLAS NO 1 1956.
 QK0756'
 QK0756'REFERENCE MARK 2 IS 18 FEET NORTH OF THE CENTER OF A TRACK ROAD, 10
 QK0756'FEET SOUTHWEST OF THE CENTER OF
 QK0756'A TRACK ROAD AND 8 FEET NORTHWEST OF A TWIN TRUNKED POPLAR TREE.
 QK0756'THE MARK IS FLUSH AND THE DISK IS
 QK0756'STAMPED DOUGLAS NO 2 1956.
 QK0756'
 QK0756'THE AZIMUTH MARK IS 37 FEET NORTH OF THE CENTER OF A TRACK ROAD, 3
 QK0756'FEET EAST OF AN 8 INCH
 QK0756'POPLAR TREE AND 3 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 QK0756'PROJECTS ABOUT 4 INCHES AND THE
 QK0756'DISK IS STAMPED DOUGLAS 1956.
 QK0756'
 QK0756'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK ROAD FOR
 QK0756'0.15 MILE TO THE MARK ON THE
 QK0756'RIGHT, NORTH SIDE OF TRACK ROAD AS DESCRIBED.
 QK0756'
 QK0756'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0756
 QK0756                          STATION RECOVERY (1975)
 QK0756
 QK0756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0756'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 QK0756'
 QK0756'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 QK0756'RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS
 QK0756'AND THE DISTANCES TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
 QK0756'THE 1956 OBSERVATIONS.  DUE TO TIMBER GROWTH, THE AZIMUTH MARK WILL
 QK0756'NOT SEE FROM THE GROUND OR THE TOP OF THE TOWER, NO SUITABLE
 QK0756'PLACE WAS FOUND TO ESTABLISH ANOTHER AZIMUTH MARK.  A NEW AND
 QK0756'COMPLETE DESCRIPTION FOLLOWS.
 QK0756'
 QK0756'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF ALANSON, 5 MILES
 QK0756'EAST OF PELLSTON AND ON PROPERTY OF THE UNIVERSITY OF MICHIGAN,
 QK0756'BIOLOGICAL STATION.  MR. BILL FOSTER, WHO LIVES NORTH OF THE
 QK0756'STATION GAVE PERMISSION TO USE THE STATION.
 QK0756'
 QK0756'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO
 QK0756'SOUTH ON U.S. HIGHWAY 31 FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT
 QK0756'AND GO EAST ON ROBINSON ROAD FOR 5.6 MILES TO A CROSSROAD AND SIGN
 QK0756'UNIVERSITY OF MICHIGAN BIOLOGICAL STATION.  TURN LEFT AND GO
 QK0756'NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT
 QK0756'AND GO WESTERLY ON A WOODS ROAD FOR 0.25 MILE TO THE STATION ON
 QK0756'THE RIGHT AND A BROWN COTTAGE JUST PAST THE STATION.  CONTINUE
 QK0756'WESTERLY ON THE TRACK ROAD FOR 0.15 MILE TO THE AZIMUTH MARK
 QK0756'ON THE RIGHT AND WEST EDGE OF A LARGE CLEARED AREA.
 QK0756'
 QK0756'THE STATION MARKS ARE STANDARD DISKS STAMPED DOUGLAS 1956.  THE
 QK0756'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QK0756'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 63 FEET
 QK0756'SOUTHWEST OF THE SOUTHWEST CORNER OF THE COTTAGE, 25 FEET
 QK0756'NORTH-NORTHEAST OF THE CENTER OF THE TRACK ROAD, 5.4 FEET WEST OF
 QK0756'A METAL WITNESS POST AND 3.5 FEET NORTHWEST OF A WOODEN WITNESS
 QK0756'POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 QK0756'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 QK0756'
 QK0756'REFERENCE MARK 1, A STANDARD DISK STAMPED DOUGLAS NO 1 1956 IS SET
 QK0756'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 QK0756'INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET WEST OF THE CENTER
 QK0756'OF THE TRACK ROAD AND 2 FEET EAST OF A METAL WITNESS POST.
 QK0756'
 QK0756'REFERENCE MARK 2, A STANDARD DISK STAMPED DOUGLAS NO 2 1956 IS SET
 QK0756'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 QK0756'THE GROUND SURFACE.  IT IS 17 FEET NORTH-NORTHEAST OF THE CENTER OF
 QK0756'A TRACK ROAD, 7 FEET NORTH OF THE CENTER OF A TRACK ROAD AND 7
 QK0756'FEET NORTH OF A TWIN TRUNKED POPLAR TREE.
 QK0756'
 QK0756'AZIMUTH MARK, A STANDARD DISK STAMPED DOUGLAS 1956, IS SET IN THE
 QK0756'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 QK0756'ABOVE THE GROUND SURFACE.  IT IS 37 FEET NORTH OF THE CENTER OF
 QK0756'A TRACK ROAD, 4 FEET NORTHEAST OF A WOODEN WITNESS POST, 4 FEET
 QK0756'EAST OF A 10-INCH POPLAR TREE AND ON THE WEST EDGE OF A LARGE
 QK0756'CLEARED AREA.
 QK0756'
 QK0756'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF
 QK0756'PELLSTON.
 QK0756'
 QK0756'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 QK0756
 QK0756                          STATION RECOVERY (1980)
 QK0756
 QK0756'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1980 (TJL)
 QK0756'DOUGLAS 1956 RECOVERED GOOD.
 QK0756'
 QK0756'DOUGLAS 1956 (AZIMUTH) RECOVERED GOOD.
 QK0756'
 QK0756'AZIMUTH WILL BE OBSCURED IN COMING YEARS.
 QK0756'
 QK0756'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES EAST OF PELLSTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0757 ***********************************************************************
 QK0757  DESIGNATION -  DOUGLAS LAKE LOT 1956
 QK0757  PID         -  QK0757
 QK0757  STATE/COUNTY-  MI/CHEBOYGAN
 QK0757  USGS QUAD   -  WILDWOOD (1986)
 QK0757
 QK0757                         *CURRENT SURVEY CONTROL
 QK0757  ___________________________________________________________________
 QK0757* NAD 83(1994)-  45 33 30.21719(N)    084 40 28.81369(W)     ADJUSTED  
 QK0757* NAVD 88     -                                                        
 QK0757  ___________________________________________________________________
 QK0757  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 QK0757  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0757
 QK0757  HORZ ORDER  -  THIRD
 QK0757
 QK0757.The horizontal coordinates were established by classical geodetic methods
 QK0757.and adjusted by the National Geodetic Survey in February 1997..
 QK0757
 QK0757
 QK0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0757
 QK0757.The geoid height was determined by GEOID03.
 QK0757
 QK0757;                    North         East     Units Scale Factor Converg.
 QK0757;SPC MI C     -   249,151.734 5,975,952.687   MT  0.99997033   -0 13 03.3
 QK0757;SPC MI C     -   817,426.95 19,606,143.99   iFT  0.99997033   -0 13 03.3
 QK0757;UTM  16      - 5,047,613.931   681,481.768   MT  1.00000495   +1 39 38.4
 QK0757
 QK0757                          SUPERSEDED SURVEY CONTROL
 QK0757
 QK0757  NAD 83(1986)-  45 33 30.21053(N)    084 40 28.81459(W) AD(       ) 4
 QK0757  NAD 27      -  45 33 30.16300(N)    084 40 28.66200(W) AD(       ) 3
 QK0757
 QK0757.Superseded values are not recommended for survey control.
 QK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0757.See file dsdata.txt to determine how the superseded data were derived.
 QK0757
 QK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8148247614(NAD 83)
 QK0757
 QK0757  HISTORY     - Date     Condition        Report By
 QK0757  HISTORY     - 1956     MONUMENTED       CGS
 QK0757
 QK0757                          STATION DESCRIPTION
 QK0757
 QK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0757'THE STATION IS LOCATED ABOUT 5 MILES EAST OF PELLSTON AND
 QK0757'ABOUT 0.25 MILE
 QK0757'SOUTH OF THE SOUTH END OF DOUGLAS LAKE, ON THE GROUNDS OF THE
 QK0757'UNIVERSITY OF MICHIGAN BIOLOGICAL
 QK0757'STATION.  IT IS A 4 LEGGED STEEL STRUCTURE ABOUT 60 FEET HIGH WITH
 QK0757'A PLATFORM AT THE TOP OF THE STRUCTURE.
 QK0757'THIS LOOKOUT TOWER IS USED BY THE UNIVERSITY OF
 QK0757'MICHIGAN BIOLOGY STUDENTS TO STUDY WILD LIFE.
 QK0757'
 QK0757'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION DOUGLAS.  THE
 QK0757'DISTANCE IS 84.17 FEET (25.655
 QK0757'METERS) WEST OF STATION DOUGLAS.  THE POINT OBSERVED ON AND MEASURED
 QK0757'TO WAS THE CENTER OF THE TOWER BASE.
 QK0757'
 QK0757'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO SOUTH
 QK0757'ON U.S. HIGHWAY 31 FOR 0.1 MILE
 QK0757'TO CROSSROAD.  TURN LEFT AND GO EAST ON GRADED ROAD FOR 5.90 MILES TO
 QK0757'A CROSSROAD AND SIGN UNIVERSITY OF
 QK0757'MICHIGAN BIOLOGICAL STATION.  TURN LEFT AND GO NORTH
 QK0757'ON GRADED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT AT
 QK0757'SIGN NOT OPEN TO PUBLIC.  TURN LEFT
 QK0757'AND GO WEST AND NORTHWEST ON WOODS ROAD FOR 0.25 MILE TO THE LOOKOUT
 QK0757'TOWER ON THE LEFT, WEST SIDE OF ROAD
 QK0757'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0724 ***********************************************************************
 NG0724  DESIGNATION -  DOUGLAS MUNICIPAL TANK
 NG0724  PID         -  NG0724
 NG0724  STATE/COUNTY-  MI/ALLEGAN
 NG0724  USGS QUAD   -  SAUGATUCK (1981)
 NG0724
 NG0724                         *CURRENT SURVEY CONTROL
 NG0724  ___________________________________________________________________
 NG0724* NAD 83(1994)-  42 38 35.36863(N)    086 12 45.01141(W)     ADJUSTED  
 NG0724* NAVD 88     -                                                        
 NG0724  ___________________________________________________________________
 NG0724  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 NG0724  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NG0724
 NG0724  HORZ ORDER  -  THIRD
 NG0724
 NG0724.The horizontal coordinates were established by classical geodetic methods
 NG0724.and adjusted by the National Geodetic Survey in February 1997..
 NG0724
 NG0724
 NG0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0724
 NG0724.The geoid height was determined by GEOID03.
 NG0724
 NG0724;                    North         East     Units Scale Factor Converg.
 NG0724;SPC MI S     -   128,638.047 3,848,645.532   MT  0.99991574   -1 15 22.1
 NG0724;SPC MI S     -   422,040.84 12,626,789.80   iFT  0.99991574   -1 15 22.1
 NG0724;UTM  16      - 4,721,489.889   564,557.932   MT  0.99965127   +0 32 00.6
 NG0724
 NG0724                          SUPERSEDED SURVEY CONTROL
 NG0724
 NG0724  NAD 83(1986)-  42 38 35.36914(N)    086 12 45.02185(W) AD(       ) 4
 NG0724  NAD 27      -  42 38 35.28200(N)    086 12 44.89300(W) AD(       ) 3
 NG0724
 NG0724.Superseded values are not recommended for survey control.
 NG0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0724.See file dsdata.txt to determine how the superseded data were derived.
 NG0724
 NG0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6455821490(NAD 83)
 NG0724_MARKER: 51 = TANK
 NG0724
 NG0724  HISTORY     - Date     Condition        Report By
 NG0724  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0724  HISTORY     - 1965     GOOD             USLS
 NG0724  HISTORY     - 19950817 GOOD             USPSQD
 NG0724  HISTORY     - 20010808 MARK NOT FOUND   NGS
 NG0724
 NG0724                          STATION DESCRIPTION
 NG0724
 NG0724'DESCRIBED BY US LAKE SURVEY 1965
 NG0724'STATION RECOVERED
 NG0724
 NG0724                          STATION RECOVERY (1995)
 NG0724
 NG0724'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0724'RECOVERED IN GOOD CONDITION.
 NG0724
 NG0724                          STATION RECOVERY (2001)
 NG0724
 NG0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0724'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0585 ***********************************************************************
 OK0585  DESIGNATION -  DOVER
 OK0585  PID         -  OK0585
 OK0585  STATE/COUNTY-  MI/CLARE
 OK0585  USGS QUAD   -  
 OK0585
 OK0585                         *CURRENT SURVEY CONTROL
 OK0585  ___________________________________________________________________
 OK0585* NAD 83(1994)-  43 54 19.57302(N)    084 46 03.72041(W)     ADJUSTED  
 OK0585* NAVD 88     -       331.5    (meters)    1088.     (feet)  VERTCON   
 OK0585  ___________________________________________________________________
 OK0585  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 OK0585  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OK0585
 OK0585  HORZ ORDER  -  FIRST
 OK0585
 OK0585.The horizontal coordinates were established by classical geodetic methods
 OK0585.and adjusted by the National Geodetic Survey in February 1997..
 OK0585
 OK0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0585
 OK0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0585
 OK0585.The geoid height was determined by GEOID03.
 OK0585
 OK0585;                    North         East     Units Scale Factor Converg.
 OK0585;SPC MI C     -    65,506.831 5,967,781.298   MT  1.00007526   -0 16 59.9
 OK0585;SPC MI C     -   214,917.42 19,579,334.97   iFT  1.00007526   -0 16 59.9
 OK0585;SPC MI S     -   267,285.372 3,967,781.593   MT  1.00006580   -0 16 22.5
 OK0585;SPC MI S     -   876,920.51 13,017,656.15   iFT  1.00006580   -0 16 22.5
 OK0585;UTM  16      - 4,863,792.275   679,258.474   MT  0.99999524   +1 32 54.4
 OK0585
 OK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0585!SPC MI C     -   0.99995330  x   1.00007526  =   1.00002856
 OK0585!SPC MI S     -   0.99995330  x   1.00006580  =   1.00001910
 OK0585!UTM  16      -   0.99995330  x   0.99999524  =   0.99994854
 OK0585
 OK0585:                Primary Azimuth Mark                     Grid Az
 OK0585:SPC MI C     -  MT PLEASANT SUGAR CO STACK               181 44 54.1
 OK0585:SPC MI S     -  MT PLEASANT SUGAR CO STACK               181 44 16.7
 OK0585:UTM  16      -  MT PLEASANT SUGAR CO STACK               179 54 59.8
 OK0585
 OK0585|---------------------------------------------------------------------|
 OK0585| PID    Reference Object                     Distance      Geod. Az  |
 OK0585|                                                           dddmmss.s |
 OK0585| OK0575 MT PLEASANT SUGAR CO STACK          APPROX.32.4 KM 1812754.2 |
 OK0585| OK0591 CLARE MUNICIPAL TANK                APPROX. 9.6 KM 1813801.1 |
 OK0585| OK0589 DOVER 1932 RM 2 1976                 48.384 METERS 24643     |
 OK0585| CG9988 DOVER RM 2                           48.387 METERS 24645     |
 OK0585| OK0587 DOVER RM 3                           41.088 METERS 27332     |
 OK0585| OK0586 DOVER 1932 AZ MK 1976               439.643 METERS 3555416.8 |
 OK0585| CG9987 DOVER RM 1                           23.555 METERS 35907     |
 OK0585| OK0590 DOVER 1932 RM 1 1976                 23.499 METERS 35908     |
 OK0585|---------------------------------------------------------------------|
 OK0585
 OK0585                          SUPERSEDED SURVEY CONTROL
 OK0585
 OK0585  NAD 83(1986)-  43 54 19.56879(N)    084 46 03.72982(W) AD(       ) 1
 OK0585  NAD 27      -  43 54 19.49862(N)    084 46 03.66257(W) AD(       ) 1
 OK0585  NGVD 29 (07/19/86)  331.6    (m)         1088.     (f) VERT ANG       
 OK0585
 OK0585.Superseded values are not recommended for survey control.
 OK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0585.See file dsdata.txt to determine how the superseded data were derived.
 OK0585
 OK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7925863792(NAD 83)
 OK0585_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0585
 OK0585  HISTORY     - Date     Condition        Report By
 OK0585  HISTORY     - 1932     MONUMENTED       CGS
 OK0585  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0585  HISTORY     - 1968     SEE DESCRIPTION  USGS
 OK0585  HISTORY     - 1980     GOOD             MIDH
 OK0585  HISTORY     - 20010927 GOOD             USPSQD
 OK0585
 OK0585                          STATION DESCRIPTION
 OK0585
 OK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0585'ABOUT 14 MILES SOUTHWEST OF
 OK0585'GLADWIN, 6 MILES
 OK0585'NORTH OF CLARE, IN SW 1/4 SEC. 35, T. 18 N., R. 4 W., 1 FOOT WEST OF
 OK0585'EAST RIGHT-OF-WAY FENCE OF U.S.
 OK0585'ROUTE 27, 78 FEET EAST OF CENTER LINE OF HIGHWAY, ON
 OK0585'TOP OF 10-FOOT BANK, 40 FEET SOUTHEAST OF
 OK0585'TRIANGULAR BLAZE ON 6-INCH APPLE TREE, AND
 OK0585'ABOUT 200 YARDS SOUTHEAST OF VACANT HOUSE ON WEST SIDE OF
 OK0585'HIGHWAY.  FIELD EAST OF
 OK0585'STATION IS STUMPY COW PASTURE.  TO REACH FROM CLARE, FOLLOW U.S.
 OK0585'ROUTE 27 NORTH 5.75 MILES
 OK0585'FROM JUNCTION WITH U.S. ROUTE 10 DIRECT TO STATION SITE.  SURFACE AND
 OK0585'UNDERGROUND MARKS ARE
 OK0585'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 OK0585'UPPER MARK IS FLUSH WITH SURFACE.
 OK0585'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OK0585'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1
 OK0585'PROJECTS 3 INCHES, IS 1 FOOT WEST OF EAST
 OK0585'RIGHT-OF-WAY FENCE, AND 77.28 FEET FROM STATION IN AZIMUTH 179
 OK0585'DEG 07 MIN.  NO. 2 PROJECTS 5 INCHES,
 OK0585'IS 74 FEET WEST OF CENTER LINE OF U.S. ROUTE 27, 1 FOOT EAST OF WEST
 OK0585'RIGHT-OF-WAY FENCE, 15 FEET SOUTH OF
 OK0585'TELEGRAPH POLE, AND 158.75 FEET FROM STATION IN AZIMUTH
 OK0585'66 DEG 45 MIN.  AZIMUTH MARK PROJECTS 4
 OK0585'INCHES, IS 33 FEET WEST OF CENTER LINE OF U.S.
 OK0585'ROUTE 27, 8 FEET SOUTH OF TELEGRAPH POLE, 1 FOOT EAST OF
 OK0585'WEST RIGHT-OF-WAY FENCE, 150 FEET
 OK0585'SOUTHEAST OF WINDMILL, AND APPROXIMATELY 0.25 MILE FROM STATION IN
 OK0585'AZIMUTH 175 DEG 54 MIN 17
 OK0585'SEC.
 OK0585
 OK0585                          STATION RECOVERY (1932)
 OK0585
 OK0585'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (LHW)
 OK0585'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 OK0585'RECOVERED.  DUE TO THE PROXIMITY OF THE STATION TO OVERHEAD
 OK0585'UTILITY LINES REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED
 OK0585'AT THIS TIME.  AZIMUTH MARK IS NOT VISIBLE FROM THE STATION
 OK0585'AND WOULD REQUIRE CLEARING.  HOWEVER, THE AZIMUTH MARK WOULD
 OK0585'BE VISIBLE FROM THE GROUND AT REFERENCE MARK 3 AFTER ABOUT
 OK0585'1/2 DAY CLEARING.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 OK0585'AND THE DISTANCES TO THE REFERENCE MARKS DID NOT AGREE.
 OK0585'REFERENCE MARK 1 BEING 0.11 FOOT SHORTER AND REFERENCE MARK 2
 OK0585'BEING 0.06 FOOT SHORTER THAN THE 1932 OBSERVATIONS.  DUE TO
 OK0585'THE HEAVY TRAFFIC AND TERRAIN BETWEEN THE STATION AND
 OK0585'REFERENCE MARK 3 THE TRAVERSE CONNECTION WAS ACCOMPLISHED
 OK0585'USING EDM EQUIPMENT.  FOLLOWING IS A NEW DESCRIPTION.
 OK0585'
 OK0585'STATION IS ABOUT 13 MILES WEST OF BEAVERTON, 7 MILES SOUTH OF
 OK0585'HARRISON, 6 MILES NORTH OF CLARE, 1 MILE EAST OF U.S. HIGHWAY
 OK0585'27 EXPRESSWAY AND ON ROAD RIGHT-OF-WAY OF OLD U.S. HIGHWAY 27.
 OK0585'
 OK0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27
 OK0585'EXPRESSWAY AND OLD U.S.27 AT COLONVILLE, GO NORTH ON OLD
 OK0585'27 FOR 1.45 MILES TO A SIDE ROAD RIGHT, ADAMS ROAD.  CONTINUE
 OK0585'NORTH ON OLD 27 FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 OK0585'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OLD 27
 OK0585'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OK0585'
 OK0585'STATION MARK, STAMPED---DOVER 1932---, IS A STANDARD DISK
 OK0585'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 OK0585'IS FLUSH WITH THE GROUND SURFACE.  IT IS 80 FEET EAST OF THE
 OK0585'CENTER OF THE HIGHWAY, 3 FEET WEST OF A NORTH-SOUTH FENCE AND
 OK0585'1.5 FEET SOUTHEAST OF A WITNESS POST.  THE 1932 DESCRIPTIONS
 OK0585'STATE THAT THERE IS AN UNDERGROUND STATION MARK.
 OK0585'
 OK0585'REFERENCE MARK 1, STAMPED---DOVER NO 1 1932---, IS A STANDARD
 OK0585'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0585'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.
 OK0585'IT IS 15 FEET EAST OF A 30-INCH BEECH TREE,
 OK0585'11 FEET WEST OF THE WIRE FENCE AND 1.5 FEET EAST OF A
 OK0585'WITNESS POST.
 OK0585'
 OK0585'REFERENCE MARK 2, STAMPED---DOVER NO 2 1932---, IS A STANDARD
 OK0585'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OK0585'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 68
 OK0585'FEET WEST OF THE CENTER OF THE HIGHWAY, 17 FEET SOUTHWEST OF A
 OK0585'TELEPHONE LINE POLE AND 1.6 FEET NORTH OF A WITNESS POST.
 OK0585'
 OK0585'REFERENCE MARKS 3, STAMPED---DOVER 1932 NO 3 1975---, ARE
 OK0585'STANDARD DISKS.  SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 OK0585'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 OK0585'IT IS 80 FEET SOUTH OF A TELEPHONE LINE POLE, 62 FEET WEST
 OK0585'OF THE CENTER OF THE HIGHWAY AND 12 FEET EAST OF A WITNESS
 OK0585'POST.  UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 OK0585'MASS OF CONCRETE 46 INCHES BELOW THE GROUND.
 OK0585'
 OK0585'AZIMUTH MARK, STAMPED---DOVER 1932 AZIMUTH---, IS A STANDARD
 OK0585'REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH SQUARE
 OK0585'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 OK0585'IT IS 38 FEET SOUTHEAST OF A 22-INCH OAK TREE, 33 FEET WEST OF
 OK0585'THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A WITNESS POST.
 OK0585'
 OK0585'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0585'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 OK0585'DESCRIBED BY M.K.FOWLER.
 OK0585
 OK0585                          STATION RECOVERY (1968)
 OK0585
 OK0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OK0585'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD CONDTION
 OK0585'AS DESCRIBED.  DISTANCES AND DIRECTIONS TO REFERENCE MARKS
 OK0585'CHECKED.
 OK0585
 OK0585                          STATION RECOVERY (1980)
 OK0585
 OK0585'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 OK0585'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0585'CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED
 OK0585'FAIRLY CLOSE TO THE 1932 DATA.  AZIMUTH MARK WAS NOT FOUND.
 OK0585'
 OK0585'THE HIGHWAY, OLD US 27, NOW HAS ABOUT A 35 FOOT BANK FROM THE
 OK0585'PAVEMENT TO THE STATION.  FIELD EAST OF STATION IS NOW WOODED TO THE
 OK0585'IMMEDIATE AREA OF STATION.  FENCES ARE IN VERY POOR CONDITION.
 OK0585'
 OK0585'TO REACH DESCRIPTION OF 1932 IS GOOD EXCEPT ROUTE US 27 IS NOW
 OK0585'CALLED OLD US 27.
 OK0585
 OK0585                          STATION RECOVERY (2001)
 OK0585
 OK0585'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0587 ***********************************************************************
 OK0587  DESIGNATION -  DOVER RM 3
 OK0587  PID         -  OK0587
 OK0587  STATE/COUNTY-  MI/CLARE
 OK0587  USGS QUAD   -  
 OK0587
 OK0587                         *CURRENT SURVEY CONTROL
 OK0587  ___________________________________________________________________
 OK0587* NAD 83(1994)-  43 54 19.65488(N)    084 46 05.55822(W)     ADJUSTED  
 OK0587* NAVD 88     -       331.8    (meters)    1089.     (feet)  VERTCON   
 OK0587  ___________________________________________________________________
 OK0587  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 OK0587  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OK0587
 OK0587  HORZ ORDER  -  FIRST
 OK0587
 OK0587.The horizontal coordinates were established by classical geodetic methods
 OK0587.and adjusted by the National Geodetic Survey in February 1997..
 OK0587
 OK0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0587
 OK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0587
 OK0587.The geoid height was determined by GEOID03.
 OK0587
 OK0587;                    North         East     Units Scale Factor Converg.
 OK0587;SPC MI C     -    65,509.560 5,967,740.297   MT  1.00007525   -0 17 01.2
 OK0587;SPC MI C     -   214,926.38 19,579,200.45   iFT  1.00007525   -0 17 01.2
 OK0587;UTM  16      - 4,863,793.692   679,217.410   MT  0.99999506   +1 32 53.1
 OK0587
 OK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0587!SPC MI C     -   0.99995325  x   1.00007525  =   1.00002850
 OK0587!UTM  16      -   0.99995325  x   0.99999506  =   0.99994832
 OK0587
 OK0587:                Primary Azimuth Mark                     Grid Az
 OK0587:SPC MI C     -  DOVER 1932 AZ MK 1976                    001 32 46.9
 OK0587:UTM  16      -  DOVER 1932 AZ MK 1976                    359 42 52.6
 OK0587
 OK0587|---------------------------------------------------------------------|
 OK0587| PID    Reference Object                     Distance      Geod. Az  |
 OK0587|                                                           dddmmss.s |
 OK0587| OK0586 DOVER 1932 AZ MK 1976               436.100 METERS 0011545.7 |
 OK0587| OK0590 DOVER 1932 RM 1 1976                 45.748 METERS 06243     |
 OK0587| OK0585 DOVER                                41.088 METERS 09332     |
 OK0587| OK0589 DOVER 1932 RM 2 1976                 21.924 METERS 18901     |
 OK0587| OK0588 DOVER AZ MK PT A 1976               426.358 METERS 3593257.4 |
 OK0587|---------------------------------------------------------------------|
 OK0587
 OK0587                          SUPERSEDED SURVEY CONTROL
 OK0587
 OK0587  NAD 83(1986)-  43 54 19.65066(N)    084 46 05.56794(W) AD(       ) 1
 OK0587  NAD 27      -  43 54 19.58046(N)    084 46 05.49943(W) AD(       ) 1
 OK0587  NGVD 29 (07/19/86)  331.9    (m)         1089.     (f) VERT ANG       
 OK0587
 OK0587.Superseded values are not recommended for survey control.
 OK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0587.See file dsdata.txt to determine how the superseded data were derived.
 OK0587
 OK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7921763794(NAD 83)
 OK0587_MARKER: DS = TRIANGULATION STATION DISK
 OK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0587_STAMPING: DOVER 1932 NO 3 1975
 OK0587_MARK LOGO: NGS   
 OK0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0587+STABILITY: SURFACE MOTION
 OK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0587+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1994
 OK0587
 OK0587  HISTORY     - Date     Condition        Report By
 OK0587  HISTORY     - 1976     MONUMENTED       NGS
 OK0587  HISTORY     - 19940610 GOOD             NGS
 OK0587  HISTORY     - 20010927 GOOD             USPSQD
 OK0587
 OK0587                          STATION DESCRIPTION
 OK0587
 OK0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0587'THIS STATION WAS ESTABLISHED AS A TOWER COULD NOT BE BUILT
 OK0587'OVER DOVER DUE TO THE PROXIMITY OF THE STATION TO OVERHEAD
 OK0587'UTILITY LINES.
 OK0587'
 OK0587'STATION IS ABOUT 13 MILES WEST OF BEAVERTON, 7 MILES SOUTH OF
 OK0587'HARRISON, 6 MILES NORTH OF CLARE, 1 MILE EAST OF U.S. HIGHWAY
 OK0587'27 EXPRESSWAY AND ON ROAD RIGHT-OF-WAY OF OLD U.S. HIGHWAY 27.
 OK0587'
 OK0587'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27
 OK0587'EXPRESSWAY AND OLD U.S. 27 AT COLONVILLE, GO NORTH ON OLD
 OK0587'27 FOR 1.45 MILES TO A SIDE ROAD RIGHT, ADAMS ROAD.  CONTINUE
 OK0587'NORTH ON OLD 27 FOR 0.3 MILE TO THE STATION ON THE LEFT.
 OK0587'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON OLD 27
 OK0587'FOR 0.25 MILE TO THE MARK ON THE LEFT.
 OK0587'
 OK0587'STATION MARKS, STAMPED---DOVER 1932 NO 3 1975---, ARE STANDARD
 OK0587'REFERENCE MARK DISKS.  SURFACE DISK IS SET IN THE TOP OF A
 OK0587'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OK0587'GROUND.  IT IS 80 FEET SOUTH OF A TELEPHONE LINE POLE, 62 FEET
 OK0587'WEST OF THE CENTER OF THE HIGHWAY AND 12 FEET EAST OF A
 OK0587'WITNESS POST.  UNDERGROUND MARK IS SET IN THE TOP OF AN
 OK0587'IRREGULAR MASS OF CONCRETE 46 INCHES BELOW THE GROUND.
 OK0587'
 OK0587'REFERENCE MARK 1, STAMPED---DOVER NO 1 1932---, IS A
 OK0587'STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0587'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 15
 OK0587'FEET EAST OF A 30-INCH BEECH TREE, 11 FEET WEST OF A WIRE
 OK0587'FENCE AND 1.5 FEET EAST OF A WITNESS POST.
 OK0587'
 OK0587'REFERENCE MARK 2, STAMPED---DOVER NO 2 1932---, IS A
 OK0587'STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0587'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 68
 OK0587'FEET WEST OF THE CENTER OF THE HIGHWAY, 17 FEET SOUTHWEST
 OK0587'OF A TELEPHONE LINE POLE AND 1.6 FEET NORTH OF A WITNESS POST.
 OK0587'
 OK0587'DOVER 1932, STAMPED---DOVER 1932---, IS A STANDARD STATION MARK
 OK0587'DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OK0587'THAT IS FLUSH WITH THE GROUND.  IT IS 80 FEET EAST OF THE
 OK0587'CENTER OF THE HIGHWAY, 3 FEET WEST OF A NORTH-SOUTH FENCE AND
 OK0587'1.5 FEET SOUTHEAST OF A WITNESS POST.
 OK0587'
 OK0587'AZIMUTH MARK, STAMPED---DOVER 1932 AZIMUTH---, IS A STANDARD
 OK0587'REFERENCE MARK DISK, SET IN THE TOP OF A 12-INCH SQUARE
 OK0587'CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.
 OK0587'IT IS 38 FEET SOUTHEAST OF A 22-INCH OAK TREE, 33 FEET WEST
 OK0587'OF THE CENTER OF THE HIGHWAY AND 1 FOOT EAST OF A WITNESS POST
 OK0587'
 OK0587'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0587'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.7 METERS.
 OK0587'DESCRIBED BY M.K. FOWLER.
 OK0587
 OK0587                          STATION RECOVERY (1994)
 OK0587
 OK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0587'NOTE--STATION SITE WILL NEED PERIODIC CLEARING OF LOW SUMAC OR USE A
 OK0587'TALL TRIPOD.  STATION IS LOCATED ABOUT 11 KM (6.85 MI) SOUTH-SOUTHEAST
 OK0587'OF HARRISON, 10 KM (6.20 MI) NORTH OF CLARE, ALONG OLD HIGHWAY 27, ON
 OK0587'A 6 M (19.7 FT) HIGH CUTBANK, IN A PATCH OF SUMAC, ADJACENT TO A
 OK0587'GARAGE, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--STATE DEPARTMENT OF
 OK0587'TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF US
 OK0587'HIGHWAY 27 AND MANNSIDING ROAD (ABOUT 6 KM (3.70 MI) SOUTH OF
 OK0587'HARRISON) , GO EAST ON MANNSIDING ROAD FOR 0.78 KM (0.50 MI) TO A
 OK0587'CROSSROAD.  TURN RIGHT, SOUTH, ON CLARE AVENUE (OLD HIGHWAY 27) FOR
 OK0587'4.85 KM (3.00 MI) TO A PAVED ROAD LEFT (BROWNS ROAD) .  CONTINUE SOUTH
 OK0587'FOR 0.60 KM (0.35 MI) TO A CONCRETE DRIVEWAY ON THE RIGHT AT TOP OF
 OK0587'RISE.  CONTINUE AHEAD FOR 56 M (183.7 FT) TO THE STATION ON THE RIGHT.
 OK0587'STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 OK0587'FLUSH WITH THE GROUND.  IT IS 18.7 M (61.4 FT) (SLOPE) WEST OF THE
 OK0587'ROAD CENTER, 5 M (16.4 FT) WEST OF THE BANK EDGE, 3.6 M (11.8 FT)
 OK0587'EAST-SOUTHEAST OF A METAL WITNESS POST, 4.2 M (13.8 FT) EAST-SOUTHEAST
 OK0587'OF UTILITY POLE 5120, 9.7 M (31.8 FT) EAST-SOUTHEAST OF THE NORTHEAST
 OK0587'CORNER OF A GARAGE, 0.6 M (2.0 FT) SOUTH OF THE EXTENDED FRONT OF THE
 OK0587'GARAGE, AND 5 M (16.4 FT) SOUTH OF A MOWED LAWN EDGE.  DESCRIBED BY
 OK0587'G.R.HEID
 OK0587
 OK0587                          STATION RECOVERY (2001)
 OK0587
 OK0587'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0482 ***********************************************************************
 PL0482  DESIGNATION -  DOWN RIVER FIRE LOT 1932
 PL0482  PID         -  PL0482
 PL0482  STATE/COUNTY-  MI/CRAWFORD
 PL0482  USGS QUAD   -  WAKELEY LAKE (1951)
 PL0482
 PL0482                         *CURRENT SURVEY CONTROL
 PL0482  ___________________________________________________________________
 PL0482* NAD 83(1994)-  44 42 31.61046(N)    084 35 38.23248(W)     ADJUSTED  
 PL0482* NAVD 88     -                                                        
 PL0482  ___________________________________________________________________
 PL0482  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 PL0482  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 PL0482
 PL0482  HORZ ORDER  -  THIRD
 PL0482
 PL0482.The horizontal coordinates were established by classical geodetic methods
 PL0482.and adjusted by the National Geodetic Survey in February 1997..
 PL0482
 PL0482
 PL0482.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0482
 PL0482.The geoid height was determined by GEOID03.
 PL0482
 PL0482;                    North         East     Units Scale Factor Converg.
 PL0482;SPC MI C     -   154,716.948 5,981,990.053   MT  0.99992105   -0 09 38.0
 PL0482;SPC MI C     -   507,601.54 19,625,951.62   iFT  0.99992105   -0 09 38.0
 PL0482;UTM  16      - 4,953,416.577   690,592.070   MT  1.00004672   +1 41 35.4
 PL0482
 PL0482                          SUPERSEDED SURVEY CONTROL
 PL0482
 PL0482  NAD 83(1986)-  44 42 31.60477(N)    084 35 38.23674(W) AD(       ) 4
 PL0482  NAD 27      -  44 42 31.54741(N)    084 35 38.14954(W) AD(       ) 3
 PL0482
 PL0482.Superseded values are not recommended for survey control.
 PL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0482.See file dsdata.txt to determine how the superseded data were derived.
 PL0482
 PL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9059253417(NAD 83)
 PL0482
 PL0482  HISTORY     - Date     Condition        Report By
 PL0482  HISTORY     - 1932     MONUMENTED       CGS
 PL0482  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0482
 PL0482                          STATION DESCRIPTION
 PL0482
 PL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0482'STATION IS LOCATED 7 MILES NORTHEAST OF GRAYLING.  IT IS A FOUR
 PL0482'LEGGED STEEL
 PL0482'STRUCTURE ABOUT 125 FEET HIGH PAINTED BLACK AND WHITE WITH A ENCLOSED
 PL0482'CAB AT THE TOP.  THE POINT OBSERVED ON
 PL0482'AND TRAVERSED TO WAS THE CENTER OF THE BASE OF THE TOWER.
 PL0482'
 PL0482'TO REACH THE STATION FROM THE POST OFFICE IN GRAYLING GO EAST ON
 PL0482'MICHIGAN STREET FOR 0.7 MILE TO
 PL0482'THE DOWN RIVER ROAD, TURN RIGHT ON THE DOWN RIVER ROAD AND GO 4.2
 PL0482'MILES TO A T-ROAD LEFT, TURN LEFT AND
 PL0482'GO 3.65 MILES TO THE STATION AS DESCRIBED.
 PL0482'
 PL0482'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION DOWN RIVER
 PL0482'AND THE DISTANCE WAS FOUND TO BE
 PL0482'5.18 METERS.  (17.0 FEET).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0481 ***********************************************************************
 PL0481  DESIGNATION -  DOWN RIVER RESET
 PL0481  PID         -  PL0481
 PL0481  STATE/COUNTY-  MI/CRAWFORD
 PL0481  USGS QUAD   -  WAKELEY LAKE (1951)
 PL0481
 PL0481                         *CURRENT SURVEY CONTROL
 PL0481  ___________________________________________________________________
 PL0481* NAD 83(1994)-  44 42 31.69694(N)    084 35 38.03080(W)     ADJUSTED  
 PL0481* NAVD 88     -       431.1    (meters)    1414.     (feet)  VERTCON   
 PL0481  ___________________________________________________________________
 PL0481  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 PL0481  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 PL0481
 PL0481  HORZ ORDER  -  FIRST
 PL0481
 PL0481.The horizontal coordinates were established by classical geodetic methods
 PL0481.and adjusted by the National Geodetic Survey in February 1997..
 PL0481
 PL0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0481
 PL0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0481
 PL0481.The geoid height was determined by GEOID03.
 PL0481
 PL0481;                    North         East     Units Scale Factor Converg.
 PL0481;SPC MI C     -   154,719.605 5,981,994.500   MT  0.99992105   -0 09 37.9
 PL0481;SPC MI C     -   507,610.25 19,625,966.21   iFT  0.99992105   -0 09 37.9
 PL0481;UTM  16      - 4,953,419.376   690,596.429   MT  1.00004674   +1 41 35.6
 PL0481
 PL0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0481!SPC MI C     -   0.99993785  x   0.99992105  =   0.99985890
 PL0481!UTM  16      -   0.99993785  x   1.00004674  =   0.99998458
 PL0481
 PL0481|---------------------------------------------------------------------|
 PL0481| PID    Reference Object                     Distance      Geod. Az  |
 PL0481|                                                           dddmmss.s |
 PL0481| CH1062 DOWN RIVER RM 3                      19.265 METERS 06427     |
 PL0481| CH1061 DOWN RIVER RM 2                      22.540 METERS 06614     |
 PL0481| PL0492 PORTAGE LAKE TOWER                  APPROX.21.7 KM 2281258.3 |
 PL0481| CH1063 DOWN RIVER RM 4                       8.931 METERS 23028     |
 PL0481| PL0484 DOWN RIVER AZ MK RESET              258.170 METERS 23055     |
 PL0481| PL0482 DOWN RIVER FIRE LOT 1932              5.180 METERS 23859     |
 PL0481| PL0489 GRAYLING MUNICIPAL TANK             APPROX.10.9 KM 2403653.3 |
 PL0481| PL0490 AIRPORT BCN GRAYLING APT            APPROX.10.7 KM 2523239.5 |
 PL0481| PL0494 DEWARD FIRE LOOKOUT TOWER           APPROX.18.0 KM 2881519.4 |
 PL0481| AB5474 DOWN RIVER AZ MK                                   3165638.4 |
 PL0481| CH1060 DOWN RIVER RM 1                      24.750 METERS 32607     |
 PL0481|---------------------------------------------------------------------|
 PL0481
 PL0481                          SUPERSEDED SURVEY CONTROL
 PL0481
 PL0481  NAD 83(1986)-  44 42 31.69125(N)    084 35 38.03505(W) AD(       ) 1
 PL0481  NAD 27      -  44 42 31.63389(N)    084 35 37.94787(W) AD(       ) 1
 PL0481  NGVD 29 (07/19/86)  431.2    (m)         1415.     (f) VERT ANG       
 PL0481
 PL0481.Superseded values are not recommended for survey control.
 PL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0481.See file dsdata.txt to determine how the superseded data were derived.
 PL0481
 PL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9059653419(NAD 83)
 PL0481_MARKER: DS = TRIANGULATION STATION DISK
 PL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0481_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0481_STAMPING: DOWN RIVER 1932 1976
 PL0481_PROJECTION: FLUSH
 PL0481_MAGNETIC: P = MARKER IS A STEEL PIPE
 PL0481
 PL0481  HISTORY     - Date     Condition        Report By
 PL0481  HISTORY     - 1976     MONUMENTED       NGS
 PL0481  HISTORY     - 1980     SEE DESCRIPTION  MIDH
 PL0481
 PL0481                          STATION DESCRIPTION
 PL0481
 PL0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (HCW)
 PL0481'STATION MARK WAS FOUND LEANING.  UNDERGROUND MARK WAS
 PL0481'RECOVERED.  THIS MARK WAS REMOVED, AND A NEW DISK WAS
 PL0481'ESTABLISHED IN PLACE IN A LOWER POSITION.  A NEW SURFACE DISK
 PL0481'WAS ESTABLISHED HOLDING THE ORIGINAL POSITION.  REFERENCE
 PL0481'MARKS 3 AND 4 WERE ESTABLISHED IN 1975, BUT NOT USED UNTIL
 PL0481'THIS DATE.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION
 PL0481'(NOT A REFERENCE MARK DISK AS PREVIOUSLY NOTED).  A COMPLETE
 PL0481'NEW DESCRIPTION FOLLOWS.
 PL0481'
 PL0481'THE STATION IS LOCATED 10 MILES SOUTH OF THE OTSEGO COUNTY
 PL0481'LINE,
 PL0481'11 MILES WEST OF THE OSCODA COUNTY LINE, 7 MILES NORTHEAST OF
 PL0481'GRAYLING, AT THE REMAINS OF THE DOWN RIVER LOOKOUT TOWER, ON A
 PL0481'LOW SANDY KNOLL, ON STATE PROPERTY.  THE LAND IS USED BY CAMP
 PL0481'GRAYLING, MICHIGAN NATIONAL GUARD, DURING THE SUMMER MONTHS.
 PL0481'THE TO REACH IS THROUGH A TANK FIRING AREA, PERMISSION CAN BE
 PL0481'OBTAINED FROM THE CAMP COMMANDER.
 PL0481'
 PL0481'TO REACH THE STATION FROM THE GRAYLING POST OFFICE, GO
 PL0481'SOUTH ON
 PL0481'MICHIGAN AVENUE FOR 0.1 MILE TO A CROSS STREET.  TURN RIGHT ON
 PL0481'STATE HIGHWAY 72 AND INTERSTATE HIGHWAY BUSINESS LOOP 75 FOR
 PL0481'0.25 MILE TO ITS JUNCTION WITH STATE HIGHWAY 93.  CONTINUE
 PL0481'NORTHERLY ON HIGHWAYS 72, 75, AND 93 FOR 0.45 MILE TO A
 PL0481'CROSSROAD.  TURN RIGHT ON COUNTY ROAD FOR 1.0 MILE TO
 PL0481'THE BRIDGE OVER INTERSTATE HIGHWAY 75.  CONTINUE ON COUNTY
 PL0481'ROAD
 PL0481'FOR 3.15 MILES TO HEADQUARTERS ROAD ON THE RIGHT.  CONTINUE
 PL0481'ON COUNTY ROAD FOR 0.35 MILE TO A SAND ROAD LEFT AND SIGN
 PL0481'(RANGE 36).  TURN LEFT, NORTHERLY, AND GO 0.35 MILE TO A
 PL0481'CROSSROAD AND GATE.  PASS THROUGH GATE AND FOLLOW SAND
 PL0481'ROAD FOR 0.55 MILE TO A FORK AT AN AMMUNITION BUNKER ON
 PL0481'THE RIGHT.  BEAR RIGHT FOR 0.15 MILE TO AN ANGULAR
 PL0481'CROSSROAD.  CONTINUE NORTHEAST ON A VERY
 PL0481'SANDY ROAD UP SHALLOW VALLEY FOR
 PL0481'1.05 MILE TO A CROSSROAD WITH A 50 FOOT
 PL0481'CLEARING ON EACH SIDE.  CONTINUE AHEAD FOR 0.6 MILE TO A
 PL0481'LOW RIDGE CREST AND THE AZIMUTH MARK ON THE RIGHT.
 PL0481'CONTINUE AHEAD FOR 0.15 MILE TO THE KNOLL AND THE STATION
 PL0481'ON THE LEFT.
 PL0481'
 PL0481'STATION MARK, STAMPED---DOWN RIVER 1932 1976---, A
 PL0481'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 PL0481'CONCRETE MONUMENT FLUSH WUITH THE GROUND.  IT IS 40.8 FEET
 PL0481'WEST-SOUTHWEST OF THE WEST CORNER OF CONCRETE STEPS TO EAST 1
 PL0481'OF 2 SETS OF LOOKOUT TOWER FOOTINGS, 18 FEET EAST OF HIGH
 PL0481'GROUND, AND 2
 PL0481'FEET LOWER THAN HIGH GROUND, 18 FEET NORTH OF THE CENTER OF
 PL0481'THE CENTER 1 OF 3 ROADS, AND 6.0 FEET EAST OF THE NORTHEAST
 PL0481'FOOTING OF THE WEST TOWER.  UNDERGROUND DISK IS SET IN TOP OF
 PL0481'AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 PL0481'
 PL0481'REFERENCE MARK 3, STAMPED---DOWN RIVER 1932 NO 3 1975---, A
 PL0481'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE EAST FOOTING
 PL0481'OF THE EAST LOOKOUT TOWER.  THIS FOOTING PROJECTS 18 INCHES
 PL0481'ABOVE GROUND.
 PL0481'
 PL0481'REFERENCE MARK 4, STAMPED---DOWN RIVER 1932 NO 4 1975---, A
 PL0481'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST
 PL0481'FOOTING OF DISMANTLED LOOKOUT TOWER.
 PL0481'THIS FOOTING IS FLUSH WITH THE GROUND, 23
 PL0481'FEET NORTHWEST OF THE CENTER OF THE CENTER 1 OF 3 ROADS, AND
 PL0481'17 FEET SOUTH OF HIGH GROUND.
 PL0481'
 PL0481'AZIMUTH MARK, STAMPED---DOWN RIVER 1949---, A STANDARD DISK SET
 PL0481'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 3
 PL0481'INCHES ABOVE GROUND.  IT IS 17 FEET SOUTHEAST OF THE ROAD
 PL0481'CENTER, 1 FOOT NORTHEAST OF A METAL WITNESS POST, AND 2 FEET
 PL0481'ABOVE ROAD LEVEL.
 PL0481'
 PL0481'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 PL0481'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 18.2 METERS.
 PL0481'DESCRIBED BY G. R. HEID.
 PL0481
 PL0481                          STATION RECOVERY (1980)
 PL0481
 PL0481'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0481'THIS STATION IS IN A NATIONAL GUARD UNEXPLODED SHELL AREA AND IS
 PL0481'FENCED OFF, SO WE WERE UNABLE TO LOOK FOR IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0556 ***********************************************************************
 PM0556  DESIGNATION -  DOWNS
 PM0556  PID         -  PM0556
 PM0556  STATE/COUNTY-  MI/BENZIE
 PM0556  USGS QUAD   -  
 PM0556
 PM0556                         *CURRENT SURVEY CONTROL
 PM0556  ___________________________________________________________________
 PM0556* NAD 83(1994)-  44 41 51.40699(N)    086 14 30.67425(W)     ADJUSTED  
 PM0556* NAVD 88     -       221.     (meters)     725.     (feet)  SCALED    
 PM0556  ___________________________________________________________________
 PM0556  LAPLACE CORR-           6.98  (seconds)                    DEFLEC99
 PM0556  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 PM0556
 PM0556  HORZ ORDER  -  FIRST
 PM0556
 PM0556.The horizontal coordinates were established by classical geodetic methods
 PM0556.and adjusted by the National Geodetic Survey in February 1997..
 PM0556
 PM0556.The orthometric height was scaled from a topographic map.
 PM0556
 PM0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0556
 PM0556.The geoid height was determined by GEOID03.
 PM0556
 PM0556;                    North         East     Units Scale Factor Converg.
 PM0556;SPC MI C     -   155,168.687 5,851,396.653   MT  0.99992186   -1 19 28.7
 PM0556;SPC MI C     -   509,083.62 19,197,495.58   iFT  0.99992186   -1 19 28.7
 PM0556;UTM  16      - 4,949,639.467   560,066.986   MT  0.99964437   +0 31 59.8
 PM0556
 PM0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0556!SPC MI C     -   0.99997097  x   0.99992186  =   0.99989283
 PM0556!UTM  16      -   0.99997097  x   0.99964437  =   0.99961535
 PM0556
 PM0556|---------------------------------------------------------------------|
 PM0556| PID    Reference Object                     Distance      Geod. Az  |
 PM0556|                                                           dddmmss.s |
 PM0556| CH1065 DOWNS RM 1                                         09011     |
 PM0556| CH1064 DOWNS AZ MK                                        1115041.9 |
 PM0556| PM0554 DENTON                              APPROX. 5.9 KM 1625327.3 |
 PM0556| CH1066 DOWNS RM 2                                         19931     |
 PM0556| PM0558 BETSIE POINT LIGHTHOUSE             APPROX. 1.3 KM 2362842.3 |
 PM0556|---------------------------------------------------------------------|
 PM0556
 PM0556                          SUPERSEDED SURVEY CONTROL
 PM0556
 PM0556  NAD 83(1986)-  44 41 51.41516(N)    086 14 30.67101(W) AD(       ) 1
 PM0556  NAD 27      -  44 41 51.42200(N)    086 14 30.32000(W) AD(       ) 1
 PM0556
 PM0556.Superseded values are not recommended for survey control.
 PM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0556.See file dsdata.txt to determine how the superseded data were derived.
 PM0556
 PM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6006749639(NAD 83)
 PM0556_MARKER: DS = TRIANGULATION STATION DISK
 PM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0556_STAMPING: DOWNS 1932
 PM0556_MARK LOGO: CGS   
 PM0556_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0556+STABILITY: SURFACE MOTION
 PM0556
 PM0556  HISTORY     - Date     Condition        Report By
 PM0556  HISTORY     - 1932     MONUMENTED       CGS
 PM0556  HISTORY     - 1965     GOOD             USLS
 PM0556  HISTORY     - 1980     GOOD             MIDH
 PM0556  HISTORY     - 19931116 GOOD             LOCENG
 PM0556  HISTORY     - 19960818 GOOD             USPSQD
 PM0556
 PM0556                          STATION DESCRIPTION
 PM0556
 PM0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0556'FOUR MILES NORTH OF FRANKFORT, IN SE 1/4 SEC. 33, T. 27 N., R. 16 W.,
 PM0556'ON LAND OWNED BY CRYSTAL DOWNS COUNTRY CLUB, 75 YARDS WEST OF ROAD,
 PM0556'IN UNIMPROVED WOODED AREA ON HIGH POINT OF GROUND, 8 FEET SOUTHEAST
 PM0556'OF 6-INCH CEDAR TREE, AND 9 FEET NORTHWEST OF TRIANGULAR BLAZE, ON
 PM0556'12-INCH BEECH TREE.  TO REACH FROM FRANKFORT, FOLLOW ROUTE
 PM0556'M-22 NORTH 4.6 MILES FROM STANDARD OIL STATION TO GASOLINE STATION
 PM0556'ON LEFT SIDE OF ROAD, TURN LEFT ONTO PRIVATE ROAD OF CRYSTAL DOWNS
 PM0556'COUNTRY CLUB, FOLLOW 0.3 MILE THROUGH WOODS TO POINT WHERE ROAD
 PM0556'MAKES SHARP TURN TO RIGHT JUST BEYOND SUMMIT OF FIRST GRADE, AND
 PM0556'PROCEED WEST 75 YARDS TO STATION SITE.  SURFACE AND UNDERGROUND
 PM0556'MARKS ARE STANDARD STATION DISKS IN CONCRETE.  UPPER MARK
 PM0556'PROJECTS 5 INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 PM0556'REFERENCE DISKS IN CONCRETE.  NO. 1 PROJECTS 5 INCHES, IS
 PM0556'DOWN STEEP SLOPE TOWARD ROAD, 9 FEET WEST OF 10-INCH BEECH TREE,
 PM0556'AND 58.5 FEET FROM STATION S 89 DEG 49 MIN E.  NO. 2
 PM0556'PROJECTS 5 INCHES, IS DOWN GENTLE SLOPE, 9 FEET WEST OF 10-INCH
 PM0556'BIRCH TREE, 4 FEET NORTHEAST OF 6-INCH FIR TREE, AND 49.2 FEET FROM
 PM0556'STATION S 19 DEG 31 MIN W.  AZIMUTH MARK IS 0.15 MILE EAST OF
 PM0556'PRIVATE ROAD LEADING TO COUNTRY CLUB, 50 FEET NORTH OF CENTER LINE
 PM0556'OF ROUTE M 22, 24.5 FEET WEST OF CENTER LINE OF GRAVEL ROAD, AND 0.4
 PM0556'MILE FROM STATION S 68 DEG 50 MIN E.
 PM0556
 PM0556                          STATION RECOVERY (1965)
 PM0556
 PM0556'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0556'THE STATION MARK, REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0556'
 PM0556'THE STATION IS 9 FEET SSE OF BLAZED 12 INCH HEMLOCK TREE, 3 FEET N OF
 PM0556'BLAZED 3 INCH OAK TREE, SURFACE MARK BEING A STANDARD BRONZE DISC
 PM0556'SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT ABOUT 2 INCHES ABOVE
 PM0556'GROUND SURFACE, SUB-SURFACE MARK BEING A STANDARD BRONZE DISC SET IN
 PM0556'BLOCK OF CONCRETE 3 FEET BELOW THE GROUND.  TO REACH THE STATION FROM
 PM0556'FRANKFORT GO NORTH 4.6 MILES FROM STANDARD OIL STATION AT 7TH AND
 PM0556'MAIN STREETS ON M-22 TO ENTRANCE OF CRYSTAL DOWNS COUNTRY CLUB,
 PM0556'PROCEED 0.3 MILE ON BLACK TOP ROAD (ON WEST SIDE OF GOLF COURSE)
 PM0556'WINDING NORTH AND WEST THROUGH WOODED AREA TO WHERE ROAD MAKES A
 PM0556'SHARP BEND NORTH AND END OF TRUCK TRAVEL, GO WEST NORTHWEST ABOUT
 PM0556'225 FEET UP GRADE TO STATION SITE IN WOODS.
 PM0556'
 PM0556'REFERENCE MARK NO. 1 IS 58.5 FEET E OF STATION, 19 FEET ESE OF 20
 PM0556'INCH OAK TREE, 9.5 FEET W OF 10 INCH HEMLOCK TREE, BEING A STANDARD
 PM0556'BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 PM0556'ABOVE THE GROUND.
 PM0556'
 PM0556'REFERENCE MARK NO. 2 IS 43 FEET SSE OF STATION, 14.8 FEET SE OF 9
 PM0556'INCH HEMLOCK TREE, 3.5 FEET NNW OF 9 INCH HEMLOCK TREE, BEING A
 PM0556'STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE
 PM0556'MONUMENT ABOUT 2 INCHES ABOVE THE GROUND.
 PM0556'
 PM0556'REFERENCE MARK NO. 3 IS 95.4 FEET NW OF STATION, 18.5 INCHES NE OF A
 PM0556'10 INCH WHITE OAK TREE, 8.5 INCHES NW OF A 12 INCH MAPLE TREE, BEING
 PM0556'A STANDARD BRONZE DISC SET IN TOP OF A 7X9 INCH CONCRETE MONUMENT
 PM0556'ABOUT 3 INCHES ABOVE THE GROUND.
 PM0556'
 PM0556'THE AZIMUTH MARK HAS BEEN DESTROYED.
 PM0556
 PM0556                          STATION RECOVERY (1980)
 PM0556
 PM0556'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0556'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 PM0556'CONDITION.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 PM0556'
 PM0556'THE STATION IS ON A WOODED KNOLL IN THE SOUTHEAST 1/4, SECTION 33,
 PM0556'T27N, R16W, LAKE TOWNSHIP, BENZIE COUNTY, ON PROPERTY OWNED BY
 PM0556'WALKER E WYNKOOP, 1105 NORTH HARLEM, OAK PARK, ILLINOIS 60302.
 PM0556
 PM0556                          STATION RECOVERY (1993)
 PM0556
 PM0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 PM0556'TO REACH THE STATION MARK FROM FRANKFORD, GO NORTH ON STATE HIGHWAY
 PM0556'M-22 FOR 4.6 MILES (7.4 KM) FROM AMOCO GAS STATION AT CORNER OF 7TH
 PM0556'AND MAIN STREETS TO ENTRANCE TO CRYSTAL DOWNS GOLF CLUB.  PROCEED ON
 PM0556'CRYSTAL DOWNS DRIVE 0.3 MILES (0.5 KM) TO SHARP BEND IN ROAD TO FIRST
 PM0556'POWER POLE ON WEST SIDE OF CRYSTAL DOWNS DRIVE JUST NORTH OF SHARP
 PM0556'CURVE. POWER POLE IS 7 FEET (2.1 M) WEST OF WEST EDGE OF PAVEMENT, GO
 PM0556'NORTH 77 DEGREES WEST FOR 80.7 FEET (24.6 M) TO REFERENCE MARK 1.  GO
 PM0556'WEST 58.5 FEET (17.8 M) TO TOP OF HILL AND STATION MARK.  STATION MARK
 PM0556'IS A STANDARD BRONZE DISC SET IN A 10 INCH SQUARE CONCRETE MONUMENT
 PM0556'ABOUT 2 INCHES ABOVE GROUND.   STATION MARK IS IN GOOD CONDITION AND
 PM0556'LOCATED 9 FEET (2.7 M) SOUTH 23 DEGREES EAST OF BLAZED 12 INCH REBAR
 PM0556'TO NORTH SIDE OF MARK. REFERENCE MARK NO 1 - LOCATED NEAR BASE OF
 PM0556'HILL, 58.5 FEET (17.8 M) EAST OF STATION MARK.  MARK IS A STANDARD
 PM0556'BRONZE DISC IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT ABOUT 2
 PM0556'INCHES ABOVE THE GROUND AND IN GOOD SHAPE.  MARK IS 9.5 FEET (2.9 M)
 PM0556'WEST OF A 10 INCH HAMLOCK AND 19 FEET (5.8 M) SOUTH 64 DEGREES EAST
 PM0556'FROM A TWIN 20 INCH OAK. ADDED A 1/2 X 18 INCH REBAR TO NORTH SIDE OF
 PM0556'MONUMENT. REFERENCE MARK NO 2 - LOCATED ON SIDEHILL 43 FEET (13.1 M)
 PM0556'SOUTH 22 DEGREES WEST OF STATION MARK.  MARK IS A STANDARD BRONZE DISC
 PM0556'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 PM0556'AND IN GOOD SHAPE.  MARK IS 3.5 FEET (1.1 M) NORTH OF A 9 INCH
 PM0556'HAMLOCK, 11 FEET (3.4 M) SOUTH 89 DEGREES EAST FROM A 9 INCH OAK TREE
 PM0556'AND 9 FEET (2.7 M) WEST OF A 10 INCH WHITE BIRCH TREE.  ADDED A 1/2 X
 PM0556'18 INCH REBAR TO NORTH SIDE OF MONUMENT. REFERENCE MARK NO 3 - LOCATED
 PM0556'DOWN A STEEP SLOPE 95.4 FEET (29.1 M) NORTH 50 DEGREES WEST OF THE
 PM0556'STATION MARK.  MARK IS A STANDARD BRONZE DISC IN A 7 X 9 INCH CONCRETE
 PM0556'MONUMENT FLUSH WITH GROUND AND IN GOOD SHAPE. MARK IS 8.5 FEET (2.6 M)
 PM0556'NORTH 60 DEGREES WEST FROM A 12 INCH HARD MAPLE TREE AND 31.5 FEET
 PM0556'(9.6 M) NORTH 46 DEGREES EAST FROM A 12 INCH OAK TREE.  ADDED A 1/2 X
 PM0556'18 INCH REBAR TO THE NORTH SIDE OF MONUMENT. AZIMUTH MARK IS
 PM0556'DESTROYED.
 PM0556
 PM0556                          STATION RECOVERY (1996)
 PM0556
 PM0556'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1290 ***********************************************************************
 NE1290  DESIGNATION -  DRAYTON
 NE1290  PID         -  NE1290
 NE1290  STATE/COUNTY-  MI/OAKLAND
 NE1290  USGS QUAD   -  CLARKSTON (1983)
 NE1290
 NE1290                         *CURRENT SURVEY CONTROL
 NE1290  ___________________________________________________________________
 NE1290* NAD 83(1994)-  42 40 40.03639(N)    083 23 39.27297(W)     ADJUSTED  
 NE1290* NAVD 88     -       304.     (meters)     997.     (feet)  SCALED    
 NE1290  ___________________________________________________________________
 NE1290  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 NE1290  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NE1290
 NE1290  HORZ ORDER  -  FIRST
 NE1290
 NE1290.The horizontal coordinates were established by classical geodetic methods
 NE1290.and adjusted by the National Geodetic Survey in February 1997..
 NE1290
 NE1290.The orthometric height was scaled from a topographic map.
 NE1290
 NE1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1290
 NE1290.The geoid height was determined by GEOID03.
 NE1290
 NE1290;                    North         East     Units Scale Factor Converg.
 NE1290;SPC MI S     -   131,285.671 4,079,696.797   MT  0.99991339   +0 39 42.3
 NE1290;SPC MI S     -   430,727.27 13,384,832.01   iFT  0.99991339   +0 39 42.3
 NE1290;UTM  17      - 4,727,813.994   303,827.906   MT  1.00007348   -1 37 24.6
 NE1290
 NE1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1290!SPC MI S     -   0.99995768  x   0.99991339  =   0.99987108
 NE1290!UTM  17      -   0.99995768  x   1.00007348  =   1.00003116
 NE1290
 NE1290:                Primary Azimuth Mark                     Grid Az
 NE1290:SPC MI S     -  PONTIAC MOTOR CO WATER TANK              101 44 09.2
 NE1290:UTM  17      -  PONTIAC MOTOR CO WATER TANK              104 01 16.1
 NE1290
 NE1290|---------------------------------------------------------------------|
 NE1290| PID    Reference Object                     Distance      Geod. Az  |
 NE1290|                                                           dddmmss.s |
 NE1290| NE1270 PONTIAC MOTOR CO WATER TANK         APPROX. 8.5 KM 1022351.5 |
 NE1290| NE1261 PONTIAC OAKLAND CO HOSP TANK        APPROX. 5.6 KM 1132321.4 |
 NE1290| CG9989 DRAYTON AZ MK                                      1153213.3 |
 NE1290| NE1263 PONTIAC STATE HOSPITAL TANK         APPROX. 7.1 KM 1195255.2 |
 NE1290| NE1280 PONTIAC GM TRUCK CORP STACK         APPROX.12.8 KM 1231338.4 |
 NE1290| NE1259 LINCOLN HEIGHTS MUNICIPAL TK        APPROX. 5.5 KM 1510049.0 |
 NE1290| CG9990 DRAYTON RM 1                         20.812 METERS 18457     |
 NE1290| NE1289 PONTIAC MUNICIPAL AIRPORT BCN       APPROX. 2.2 KM 2085216.6 |
 NE1290| CG9991 DRAYTON RM 2                         22.731 METERS 27531     |
 NE1290|---------------------------------------------------------------------|
 NE1290
 NE1290                          SUPERSEDED SURVEY CONTROL
 NE1290
 NE1290  NAD 83(1986)-  42 40 40.03874(N)    083 23 39.30453(W) AD(       ) 1
 NE1290  NAD 27      -  42 40 39.92300(N)    083 23 39.52600(W) AD(       ) 1
 NE1290
 NE1290.Superseded values are not recommended for survey control.
 NE1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1290.See file dsdata.txt to determine how the superseded data were derived.
 NE1290
 NE1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0382827814(NAD 83)
 NE1290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1290
 NE1290  HISTORY     - Date     Condition        Report By
 NE1290  HISTORY     - 1943     MONUMENTED       CGS
 NE1290  HISTORY     - 1950     SEE DESCRIPTION  CGS
 NE1290  HISTORY     - 1952     SEE DESCRIPTION  USGS
 NE1290  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NE1290  HISTORY     - 20010815 MARK NOT FOUND   NGS
 NE1290
 NE1290                          STATION DESCRIPTION
 NE1290
 NE1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1290'STATION IS LOCATED ABOUT 2.5 MILES W OF THE SMALL VILLAGE OF DRAYTON
 NE1290'PLAINS, 0.15 MILE N OF HATCHERY
 NE1290'ROAD, ON THE SUMMIT OF A BARE PROMINENT HILL, 12 FEET
 NE1290'W OF THE STEEP GRADE OF THE
 NE1290'HILL, 3.3 FEET W OF A REFERENCE POST.
 NE1290'THE DISK IS STAMPED DRAYTON 1943.
 NE1290'
 NE1290'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1290'DISKS SET IN
 NE1290'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1290'
 NE1290'REFERENCE MARK 1 IS 68.27 FEET S OF THE STATION, 23.2 FEET SE
 NE1290'OF A
 NE1290'TRIANGULAR-BLAZED 8-INCH OAK TREE.  THE MARK IS ABOUT 20 FEET
 NE1290'LOWER IN ELEVATION THAN
 NE1290'THE STATION MARK.  THE DISK IS STAMPED
 NE1290'DRAYTON NO 1 1943.
 NE1290'
 NE1290'REFERENCE MARK 2 IS 74.58 FEET W OF THE STATION.  THE MARK IS
 NE1290'ABOUT 10 FEET
 NE1290'LOWER IN ELEVATION THAN THE STATION MARK.  THE DISK
 NE1290'IS STAMPED DRAYTON NO 2 1943.
 NE1290'
 NE1290'THE AZIMUTH MARK IS 0.4 MILE SE OF THE STATION, 44.4 FEET ESE
 NE1290'OF B. PERREES
 NE1290'MAILBOX, 21 FEET S OF THE CENTER LINE OF HATCHERY
 NE1290'ROAD, 2.3 FEET E OF A REFERENCE
 NE1290'POST.  THE DISK IS STAMPED DRAYTON
 NE1290'1943.
 NE1290'
 NE1290'TO REACH THE STATION FROM THE DRAYTON PLAINS POST OFFICE, GO
 NE1290'W ON HATCHERY ROAD
 NE1290'FOR 1.2 MILES OR 0.25 MILE W OF THE JUNCTION OF
 NE1290'HATCHERY ROAD AND CRESCENT ROAD.*
 NE1290'HERE TURN RIGHT ACROSS PASTURE
 NE1290'LAND FOR 0.15 MILE TO THE BASE OF A STEEP HILL, GO W
 NE1290'UPHILL FOR
 NE1290'0.05 MILE TO THE SUMMIT OF THE HILL AND STATION AS DESCRIBED.
 NE1290'
 NE1290'*TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HATCHERY ROAD
 NE1290'AND CRESCENT ROAD,
 NE1290'GO E ON HATCHERY ROAD FOR 0.1 MILE AND MARK ON
 NE1290'THE RIGHT AS DESCRIBED.
 NE1290'
 NE1290'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 NE1290
 NE1290                          STATION RECOVERY (1950)
 NE1290
 NE1290'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JCP)
 NE1290'LETTER OF COMDR. J.C. PARTINGTON, OHARE FIELD, PARK RIDGE, ILL.,
 NE1290'DATED APRIL 6, 1950-
 NE1290'
 NE1290'STATION MARK WAS FOUND IN POOR CONDITION.  THE DISK HAS BEEN
 NE1290'BADLY BATTERED AND
 NE1290'THE CONCRETE MONUMENT HAS BEEN CHIPPED AWAY
 NE1290'FOR TWO INCHES BELOW THE DISK.  THE
 NE1290'STATION MARK HOWEVER, FELT
 NE1290'SOLIDLY EMBEDDED AND THE CONCRETE MONUMENT REMAINS
 NE1290'FIRMLY IN THE
 NE1290'GROUND.
 NE1290'
 NE1290'REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE
 NE1290'AZIMUTH MARK WAS
 NE1290'FOUND IN GOOD CONDITION.
 NE1290'
 NE1290'THE STATION MARK IS IN THE APPROXIMATE CENTER OF A 24-ACRE
 NE1290'TRACT OF LAND
 NE1290'RECENTLY PURCHASED BY MR. L.J. JONES WHO INTENDS TO
 NE1290'LEVEL THE ENTIRE TRACT OF LAND
 NE1290'BY GRADING IT DOWN 200 FEET TO THE
 NE1290'LEVEL OF THE SURROUNDING GROUND.  AFTER THE HILL
 NE1290'HAS BEEN LEVELED,
 NE1290'IT WOULD THEN REQUIRE A 260-FOOT TOWER TO BE VISIBLE FROM THE
 NE1290'SURROUNDING
 NE1290'STATIONS.
 NE1290'
 NE1290'PERMISSION WAS GRANTED TO MR. JONES TO DESTROY THE STATION
 NE1290'MARK AND REFERENCE
 NE1290'MARKS 1 AND 2.  THE ONLY MARK WHICH WILL REMAIN IS THE AZIMUTH MARK.
 NE1290
 NE1290                          STATION RECOVERY (1952)
 NE1290
 NE1290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 NE1290'STATION AND ITS REFERENCE MARKS 1 AND 2 HAVE BEEN DESTROYED DURING
 NE1290'GRAVEL-PIT OPERATIONS.
 NE1290
 NE1290                          STATION RECOVERY (2001)
 NE1290
 NE1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE1290
 NE1290                          STATION RECOVERY (2001)
 NE1290
 NE1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE1290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0203 ***********************************************************************
 OJ0203  DESIGNATION -  DRIFT USLS
 OJ0203  PID         -  OJ0203
 OJ0203  STATE/COUNTY-  MI/SANILAC
 OJ0203  USGS QUAD   -  FORESTVILLE (1963)
 OJ0203
 OJ0203                         *CURRENT SURVEY CONTROL
 OJ0203  ___________________________________________________________________
 OJ0203* NAD 83(1986)-  43 40 57.     (N)    082 36 39.     (W)     SCALED    
 OJ0203* NAVD 88     -       192.734  (meters)     632.33   (feet)  ADJUSTED  
 OJ0203  ___________________________________________________________________
 OJ0203  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 OJ0203  DYNAMIC HT  -         192.697 (meters)     632.21  (feet)  COMP
 OJ0203  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 OJ0203  OBS GRAVITY -     980,423.7   (mgal)                       GRAV_OBS
 OJ0203
 OJ0203  VERT ORDER  -  FIRST     CLASS 0
 OJ0203
 OJ0203.The horizontal coordinates were scaled from a topographic map and have
 OJ0203.an estimated accuracy of +/- 6 seconds.
 OJ0203
 OJ0203.The orthometric height was determined by differential leveling
 OJ0203.and adjusted by the National Geodetic Survey in June 1991..
 OJ0203
 OJ0203.The geoid height was determined by GEOID03.
 OJ0203
 OJ0203.The dynamic height is computed by dividing the NAVD 88
 OJ0203.geopotential number by the normal gravity value computed on the
 OJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0203.degrees latitude (g = 980.6199 gals.).
 OJ0203
 OJ0203.The modeled gravity was interpolated from observed gravity values.
 OJ0203.The observed gravity was obtained from relative gravimeter ties
 OJ0203.to the IGSN71 gravity network.
 OJ0203
 OJ0203;                    North         East    Units  Estimated Accuracy
 OJ0203;SPC MI S     -   243,910.    4,141,570.      MT  (+/- 180 meters Scaled)
 OJ0203
 OJ0203                          SUPERSEDED SURVEY CONTROL
 OJ0203
 OJ0203  NGVD 29 (??/??/??)  192.843  (m)          632.69   (f) ADJUSTED    1 0
 OJ0203
 OJ0203.Superseded values are not recommended for survey control.
 OJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0203.See file dsdata.txt to determine how the superseded data were derived.
 OJ0203
 OJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ701378(NAD 83)
 OJ0203_MARKER: Z = SEE DESCRIPTION
 OJ0203_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0203_SP_SET: CULVERT
 OJ0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0203
 OJ0203  HISTORY     - Date     Condition        Report By
 OJ0203  HISTORY     - 1970     MONUMENTED       USLS
 OJ0203  HISTORY     - 1970     GOOD             USLS
 OJ0203  HISTORY     - 1980     GOOD             NGS
 OJ0203  HISTORY     - 19940717 GOOD             USPSQD
 OJ0203
 OJ0203                          STATION DESCRIPTION
 OJ0203
 OJ0203'DESCRIBED BY US LAKE SURVEY 1970
 OJ0203'1.5 MI N FROM FORESTVILLE.
 OJ0203'DRIFT IS IN SANILAC COUNTY, MICHIGAN, ABOUT 1.5 MILES NORTH OF
 OJ0203'THE INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25)
 OJ0203'IN FORESTVILLE, 30 FEET NORTH OF CENTERLINE OF A DRIVEWAY
 OJ0203'LEADING TO THE ZIENERT RESIDENCE, 29 FEET WEST OF CENTERLINE
 OJ0203'OF HIGHWAY U.S. 25, 4.9 FEET SOUTHWEST OF AN 8-INCH DIAMETER
 OJ0203'GUARD POST, 2.4 FEET SOUTH OF NORTH EDGE AND 0.3 FEET WEST OF
 OJ0203'EAST EDGE OF A 12-FOOT CONCRETE CULVERT, BEING HIGHEST POINT
 OJ0203'ON TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET INTO THE TOP OF
 OJ0203'THE CULVERT.  BM DRIFT 1970
 OJ0203
 OJ0203                          STATION RECOVERY (1980)
 OJ0203
 OJ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0203'2.3 KILOMETERS (1.45 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0203'JUNCTION OF CEDAR STREET IN FORESTVILLE, SET NEAR THE NORTH END
 OJ0203'OF A CONCRETE CULVERT ON THE WEST SIDE OF THE HIGHWAY, 9.1 METERS
 OJ0203'(30.0 FEET) NORTH OF THE CENTER OF THE DRIVE TO HOUSE NUMBER 8765,
 OJ0203'8.8 METERS (29.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.73
 OJ0203'METER (2.4 FEET) SOUTH OF THE NORTH END OF THE CULVERT
 OJ0203'THE MARK IS 1.0 M BELOW HIGHWAY.
 OJ0203
 OJ0203                          STATION RECOVERY (1994)
 OJ0203
 OJ0203'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0615 ***********************************************************************
 RK0615  DESIGNATION -  DRIGGS
 RK0615  PID         -  RK0615
 RK0615  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0615  USGS QUAD   -  DRIGGS LAKE SE (1972)
 RK0615
 RK0615                         *CURRENT SURVEY CONTROL
 RK0615  ___________________________________________________________________
 RK0615* NAD 83(1994)-  46 21 19.33602(N)    086 07 24.86121(W)     ADJUSTED  
 RK0615* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 RK0615  ___________________________________________________________________
 RK0615  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 RK0615  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 RK0615
 RK0615  HORZ ORDER  -  FIRST
 RK0615
 RK0615.The horizontal coordinates were established by classical geodetic methods
 RK0615.and adjusted by the National Geodetic Survey in February 1997..
 RK0615
 RK0615.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0615
 RK0615.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0615
 RK0615.The geoid height was determined by GEOID03.
 RK0615
 RK0615;                    North         East     Units Scale Factor Converg.
 RK0615;SPC MI N     -   175,095.654 8,067,447.136   MT  0.99990358   +0 38 00.5
 RK0615;SPC MI N     -   574,460.81 26,468,002.41   iFT  0.99990358   +0 38 00.5
 RK0615;UTM  16      - 5,133,906.091   567,427.912   MT  0.99965589   +0 38 03.3
 RK0615
 RK0615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0615!SPC MI N     -   0.99996795  x   0.99990358  =   0.99987153
 RK0615!UTM  16      -   0.99996795  x   0.99965589  =   0.99962385
 RK0615
 RK0615:                Primary Azimuth Mark                     Grid Az
 RK0615:SPC MI N     -  GYPSY LAKE USAF RADAR DOME               016 41 27.5
 RK0615:UTM  16      -  GYPSY LAKE USAF RADAR DOME               016 41 24.7
 RK0615
 RK0615|---------------------------------------------------------------------|
 RK0615| PID    Reference Object                     Distance      Geod. Az  |
 RK0615|                                                           dddmmss.s |
 RK0615| RK0608 GYPSY LAKE USAF RADAR DOME          APPROX.22.4 KM 0171928.0 |
 RK0615| CH1068 DRIGGS RM 1                          19.010 METERS 08517     |
 RK0615| RJ1230 SENEY NATL WILDLIFE REFUGE LOT      APPROX.15.5 KM 1182409.1 |
 RK0615| CH1067 DRIGGS AZ MK                                       1612509.4 |
 RK0615| CH1069 DRIGGS RM 2                          15.068 METERS 18517     |
 RK0615| RK0616 WALSH LOOKOUT TOWER                 APPROX. 6.9 KM 2615914.9 |
 RK0615| RK0617 WALSH UP MICROWAVE                  APPROX. 4.9 KM 2680554.9 |
 RK0615|---------------------------------------------------------------------|
 RK0615
 RK0615                          SUPERSEDED SURVEY CONTROL
 RK0615
 RK0615  NAD 83(1986)-  46 21 19.33028(N)    086 07 24.85855(W) AD(       ) 1
 RK0615  NAD 27      -  46 21 19.43303(N)    086 07 24.32549(W) AD(       ) 1
 RK0615  NGVD 29 (07/19/86)  239.6    (m)          786.     (f) VERT ANG       
 RK0615
 RK0615.Superseded values are not recommended for survey control.
 RK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0615.See file dsdata.txt to determine how the superseded data were derived.
 RK0615
 RK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6742833906(NAD 83)
 RK0615_MARKER: S = SPIKE
 RK0615_SETTING: 0 = UNSPECIFIED SETTING
 RK0615
 RK0615  HISTORY     - Date     Condition        Report By
 RK0615  HISTORY     - 1920     MONUMENTED       USLS
 RK0615  HISTORY     - 1949     GOOD             USLS
 RK0615  HISTORY     - 1963     GOOD             USLS
 RK0615  HISTORY     - 1965     GOOD             USLS
 RK0615  HISTORY     - 1975     GOOD             NGS
 RK0615  HISTORY     - 19990909 GOOD             USPSQD
 RK0615
 RK0615                          STATION DESCRIPTION
 RK0615
 RK0615'DESCRIBED BY US LAKE SURVEY 1920
 RK0615'IN SW 1/4 NE 1/4 SEC. 36, T. 46 N., R. 16 W., NEAR HIGHEST PART OF
 RK0615'SHORT RIDGE.  MARKED BY DOUBLE CONCRETE MONUMENT.  UPPER MONUMENT
 RK0615'PROJECTS 6 INCHES ABOVE GROUND.  BEARING FROM STATION TO SOUTHWEST
 RK0615'CORNER OF RAILROAD SECTION HOUSE, ABOUT 3,900 FEET DISTANT, IS
 RK0615'S 14 DEG 09 MIN E AND TO SOUTHEAST CORNER, SEC. 36, T. 46 N., R. 15
 RK0615'W.  4,176.7 FEET DISTANT, IS S 31 DEG 35 MIN E.
 RK0615
 RK0615                          STATION RECOVERY (1949)
 RK0615
 RK0615'RECOVERY NOTE BY US LAKE SURVEY 1949
 RK0615'STATION MARK WAS FOUND SLIGHTLY TILTED TO THE S.  MARKED BY A 3/4-IN.
 RK0615'SPIKE, OVERLAPPED BY 3-3/16-IN. NAILHEADS SET IN THE TOP OF A 10-BY
 RK0615'13-IN. CONCRETE MONUMENT 3 IN. ABOVE GROUND SURFACE AND MARKED USLS
 RK0615'LOCATED 9 MI. W OF SENEY, AND 0.2 MI. N OF AN E-W POWERLINE.
 RK0615'
 RK0615'REFERENCE MONUMENTS ARE 6-IN. CONCRETE POSTS 48 IN. LONG WITH BRASS
 RK0615'DISKS ON TOP.
 RK0615'
 RK0615'REFERENCE MONUMENT 1 IS ON THE HIGHEST POINT OF THE RIDGE, 260 FT. W
 RK0615'OF THE ROAD, BEARS N 87 DEG 41 MIN E, 62.3 FT. FROM THE STATION.
 RK0615'
 RK0615'REFERENCE MONUMENT 2 IS ON THE S EDGE OF THE RIDGE, BEARS S 7 DEG
 RK0615'38 MIN W, 49.6 FT. FROM THE STATION.
 RK0615'
 RK0615'TO REACH THE STATION FROM THE INTERSECTION OF M-77 (N) AND M-28 AT
 RK0615'SENEY, GO W ON M-28 FOR 8.55 MI. TO A DIRT ROAD N, GO N FOR 0.75 MI.
 RK0615'TO THE E END OF A LOW RIDGE, FOLLOW THE RIDGE W FOR 320 FT. TO THE
 RK0615'STATION.
 RK0615
 RK0615                          STATION RECOVERY (1963)
 RK0615
 RK0615'RECOVERY NOTE BY US LAKE SURVEY 1963 (UAF)
 RK0615'STATION AND THE TWO REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 RK0615'ALSO WHEN TAKING THE DIRT ROAD NORTH TO THE STATION, THE DIRT ROAD
 RK0615'FORKS OFF INTO THREE DIFFERENT DIRECTIONS, TAKE THE CENTER ROAD
 RK0615'FOR THE FINDING OF THE STATION.
 RK0615
 RK0615                          STATION RECOVERY (1965)
 RK0615
 RK0615'RECOVERY NOTE BY US LAKE SURVEY 1965 (LMC)
 RK0615'THE STATION, REFRENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 RK0615'THE DISTANCE TO REFERENCE MARK 1 CHECKED BUT THE DISTANCE TO
 RK0615'REFERENCE MARK 2 WAS FOUND TO BE 0.24 OF A FOOT SHORTER THAN THE
 RK0615'PREVIOUS MEASUREMENT.  NO DIRECTIONS TO THE MARKS WERE
 RK0615'AVAILABLE THEREFORE THE DIRECTIONS COULD NOT BE CHECKED.  AN
 RK0615'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 RK0615'
 RK0615'DUE TO CHANGES A COMPLETE NEW DESCRIPTION FOLLOWS--
 RK0615'
 RK0615'STATION IS ON THE HIGHEST POINT OF A SANDY RIDGE ABOUT 0.4 MILE NORTH
 RK0615'OF STATE HIGHWAY 28, 9 MILES WEST OF SENEY AND ON STATE PROPERTY.
 RK0615'
 RK0615'TO REACH FROM THE SENEY HIGH SCHOOL IN SENEY, GO WEST ON STATE
 RK0615'HIGHWAY 28 FOR 8.25 MILES TO A SIDE ROAD RIGHT (DRIGGS RIVER ROAD).
 RK0615'TURN RIGHT AND GO NORTH ON A SAND ROAD FOR 0.1 MILE TO THREE FORKS.
 RK0615'TAKE THE CENTER ROAD AND CONTINUE NORTH ON A SAND ROAD FOR 0.35
 RK0615'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH ON THE SAND
 RK0615'ROAD FOR 0.2 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 RK0615'NORTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO THE TOP OF THE SAND
 RK0615'RIDGE AND THE STATION.
 RK0615'
 RK0615'THE STATION MARK IS A 3/4 INCH SPIKE SET IN THE TOP OF A 10 X 12 INCH
 RK0615'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND HAS USLS 1920
 RK0615'INSCRIBED ON ITS TOP.  IT IS 11 FEET NORTHWEST OF A 10 INCH PINE
 RK0615'TREE, 26 FEET NORTH OF A 10 INCH PINE TREE AND 66 FEET NORTHEAST OF
 RK0615'A TRIANGULAR BLAZED BEECH TREE.
 RK0615'
 RK0615'REFERENCE MARK NO. 1 IS A CORPS OF ENGINEERS DISK SET IN THE TOP OF A
 RK0615'6 INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND THE DISK IS
 RK0615'STAMPED DRIGGS NO 1 1920 62.33 FEET.  IT IS 31 FEET SOUTHEAST OF A
 RK0615'10 INCH PINE TREE AND 24 FEET NORTHEAST OF AN 8 INCH PINE TREE.
 RK0615'
 RK0615'REFERENCE MARK NO. 2 IS A CORPS OF ENGINEERS DISK SET IN THE TOP OF A
 RK0615'6 INCH CONCRETE MONUMENT WHICH PROJECTS 10 INCHES AND THE DISK IS
 RK0615'STAMPED DRIGGS NO 2 1920 49.65 FEET.  IT IS 26 FEET SOUTHEAST OF A
 RK0615'12 INCH PINE TREE AND 47 FEET SOUTHEAST OF A TRIANGULAR BLAZED BEECH
 RK0615'TREE.
 RK0615'
 RK0615'AZIMUTH MARK, A STANDARD DISK STAMPED DRIGGS 1965, IS SET IN A ROUND
 RK0615'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 1.5 FEET NORTHWEST
 RK0615'OF A METAL WITNESS POST, 37 FEET NORTHWEST OF A 30 INCH PINE TREE
 RK0615'AND 52 FEET EAST OF THE CENTER OF THE SAND ROAD.
 RK0615'
 RK0615'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0615
 RK0615                          STATION RECOVERY (1975)
 RK0615
 RK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0615'NO MEASUREMENT BETWEEN THE RMS DUE TO HEAVY BRUSH ON LINE.
 RK0615'
 RK0615'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 RK0615'WERE RECOVERED IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS AND THE
 RK0615'DISTANCE TO THE REFERENCE MARKS AND THE AZIMUTH MARK CHECKED THE
 RK0615'1965 OBSERVATIONS ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 RK0615'
 RK0615'THE STATION IS LOCATED ABOUT 18 MILES EAST OF SHINGLETON,
 RK0615'9 MILES WEST OF SENEY AND ON LAND OF THE MICHIGAN STATE FOREST
 RK0615'SERVICE, MR. JOHN MATTSON, SUPERVISOR, AREA 4, SENEY
 RK0615'MAINTENANCE OFFICE, SENEY, MICHIGAN.
 RK0615'
 RK0615'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 RK0615'28 AND 77 IN THE WEST EDGE OF SENEY, GO WEST ON STATE
 RK0615'HIGHWAY 28 FOR 4.5 MILES TO HOLLAND CREEK BRIDGE, CONTINUE
 RK0615'WEST ON STATE HIGHWAY 28 FOR 3.5 MILES TO DRIGGS RIVER
 RK0615'ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON DRIGGS
 RK0615'RIVER ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 RK0615'JUST BEFORE REACHING POWERLINE CROSSING, CONTINUE NORTH
 RK0615'FOR 0.15 MILE TO A 6-INCH BLAZED PINE TREE ON THE LEFT, BEAR
 RK0615'LEFT AND PICK WAY WESTERLY ALONG SANDY RIDGE TO HIGHEST
 RK0615'PART OF SANDY KNOLL AND THE STATION.
 RK0615'
 RK0615'STATION MARK IS A 3/4 INCH SPIKE SET IN THE TOP OF A 10 BY
 RK0615'12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 RK0615'GROUND SURFACE AND HAS USLS 1920 INSCRIBED ON TOP.  IT IS
 RK0615'66 FEET NORTHEAST OF A TRIANGULAR BLAZED BEECH TREE, 26
 RK0615'FEET NORTH OF A 10-INCH PINE TREE AND 11 FEET NORTHWEST
 RK0615'OF A 10-INCH PINE TREE.
 RK0615'
 RK0615'REFERENCE MARK 1, A STANDARD CORPS OF ENGINEERS DISK
 RK0615'STAMPED DRIGGS NO 1 1920 62.33 FEET, IS SET IN THE TOP
 RK0615'OF A 6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 RK0615'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTHEAST
 RK0615'OF A 10-INCH PINE TREE AND 24 FEET NORTHEAST OF AN 8-INCH
 RK0615'PINE TREE.
 RK0615'
 RK0615'REFERENCE MARK 2, A STANDARD CORPS OF ENGINEERS DISK
 RK0615'STAMPED DRIGGS NO 2 1920 49.65 FEET, IS SET IN THE TOP OF A
 RK0615'6-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 10 INCHES
 RK0615'ABOVE THE GROUND SURFACE.  IT IS 47 FEET SOUTHEAST OF THE
 RK0615'TRIANGULAR BLAZED BEECH TREE AND 26 FEET SOUTHEAST OF A
 RK0615'12-INCH PINE TREE.
 RK0615'
 RK0615'AZIMUTH MARK, A STANDARD DISK STAMPED DRIGGS 1965, IS
 RK0615'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 RK0615'MONUMENT THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT
 RK0615'IS 48 FEET EAST OF THE CENTER OF DRIGGS RIVER ROAD
 RK0615'AND 2 FEET NORTH OF A METAL WITNESS POST.  NOTE 16B
 RK0615'
 RK0615'HEIGHT OF LIGHT ABOVE STATION MARK 99.3 FEET.
 RK0615'
 RK0615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RK0615'9 MILES WEST OF SENEY.
 RK0615
 RK0615                          STATION RECOVERY (1999)
 RK0615
 RK0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0615'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0246 ***********************************************************************
 NE0246  DESIGNATION -  DRIVEWAY
 NE0246  PID         -  NE0246
 NE0246  STATE/COUNTY-  MI/ST CLAIR
 NE0246  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0246
 NE0246                         *CURRENT SURVEY CONTROL
 NE0246  ___________________________________________________________________
 NE0246* NAD 83(1986)-  42 34 30.     (N)    082 39 17.     (W)     SCALED    
 NE0246* NAVD 88     -       176.050  (meters)     577.59   (feet)  ADJUSTED  
 NE0246  ___________________________________________________________________
 NE0246  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE0246  DYNAMIC HT  -         176.000 (meters)     577.43  (feet)  COMP
 NE0246  MODELED GRAV-     980,335.6   (mgal)                       NAVD 88
 NE0246
 NE0246  VERT ORDER  -  FIRST     CLASS 0
 NE0246
 NE0246.The horizontal coordinates were scaled from a topographic map and have
 NE0246.an estimated accuracy of +/- 6 seconds.
 NE0246
 NE0246.The orthometric height was determined by differential leveling
 NE0246.and adjusted by the National Geodetic Survey in June 1991..
 NE0246
 NE0246.The geoid height was determined by GEOID03.
 NE0246
 NE0246.The dynamic height is computed by dividing the NAVD 88
 NE0246.geopotential number by the normal gravity value computed on the
 NE0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0246.degrees latitude (g = 980.6199 gals.).
 NE0246
 NE0246.The modeled gravity was interpolated from observed gravity values.
 NE0246
 NE0246;                    North         East    Units  Estimated Accuracy
 NE0246;SPC MI S     -   120,840.    4,140,530.      MT  (+/- 180 meters Scaled)
 NE0246
 NE0246                          SUPERSEDED SURVEY CONTROL
 NE0246
 NE0246  NGVD 29 (??/??/92)  176.184  (m)          578.03   (f) ADJ UNCH    1 0
 NE0246
 NE0246.Superseded values are not recommended for survey control.
 NE0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0246.See file dsdata.txt to determine how the superseded data were derived.
 NE0246
 NE0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH641149(NAD 83)
 NE0246_MARKER: Z = SEE DESCRIPTION
 NE0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0246_SP_SET: STEEL ROD
 NE0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0246
 NE0246  HISTORY     - Date     Condition        Report By
 NE0246  HISTORY     - 1969     MONUMENTED       USLS
 NE0246  HISTORY     - 1970     GOOD             USLS
 NE0246
 NE0246                          STATION DESCRIPTION
 NE0246
 NE0246'DESCRIBED BY US LAKE SURVEY 1970
 NE0246'AT HARSENS ISLAND.
 NE0246'DRIVEWAY IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON
 NE0246'SOUTHEAST SIDE OF MIDDLE CHANNEL, ABOUT 6.2 MILES SOUTHWESTERLY OF
 NE0246'FERRY DOCK, ON SOUTHWEST SIDE OF DRIVEWAY LEADING TO MINNICH BOATS
 NE0246'AT NO. 7858 AND NO. 7860 MIDDLE CHANNEL DRIVE, 80.6 FEET SOUTHWEST
 NE0246'OF INNER FACE OF WOOD DOCKLINE OF BOAT SLIP, 75.6 FEET SOUTH
 NE0246'OF SOUTH CORNER OF MAIN BUILDING, 73.6 FEET SOUTH-SOUTHWEST
 NE0246'OF A UTILITY POLE NEAR BUILDING, 1.6 FEET NORTH OF UTILITY POLE
 NE0246'NO. CA63-SPC8-5-45, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 NE0246'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 NE0246'ROD, 32 FEET LONG.  NOTE-- BM 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0077 ***********************************************************************
 RH0077  DESIGNATION -  DRUMPORT
 RH0077  PID         -  RH0077
 RH0077  STATE/COUNTY-  MI/CHIPPEWA
 RH0077  USGS QUAD   -  DRUMMOND (1994)
 RH0077
 RH0077                         *CURRENT SURVEY CONTROL
 RH0077  ___________________________________________________________________
 RH0077* NAD 83(1994)-  46 00 35.78090(N)    083 44 22.74998(W)     ADJUSTED  
 RH0077* NAVD 88     -       199.9    (meters)     656.     (feet)  GPS OBS   
 RH0077  ___________________________________________________________________
 RH0077  X           -     483,908.474 (meters)                     COMP
 RH0077  Y           -  -4,411,175.382 (meters)                     COMP
 RH0077  Z           -   4,566,132.131 (meters)                     COMP
 RH0077  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 RH0077  ELLIP HEIGHT-         162.95  (meters)          (07/17/02) GPS OBS
 RH0077  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 RH0077
 RH0077  HORZ ORDER  -  FIRST
 RH0077  ELLP ORDER  -  FOURTH    CLASS I
 RH0077
 RH0077.This mark is at Drummond Airport (Y66)
 RH0077
 RH0077.The horizontal coordinates were established by GPS observations
 RH0077.and adjusted by the National Geodetic Survey in February 1997..
 RH0077
 RH0077.The orthometric height was determined by GPS observations and a
 RH0077.high-resolution geoid model.
 RH0077
 RH0077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RH0077
 RH0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0077
 RH0077.The ellipsoidal height was determined by GPS observations
 RH0077.and is referenced to NAD 83.
 RH0077
 RH0077.The geoid height was determined by GEOID03.
 RH0077
 RH0077;                    North         East     Units Scale Factor Converg.
 RH0077;SPC MI N     -   141,521.624 8,252,419.213   MT  0.99991433   +2 21 23.6
 RH0077;SPC MI N     -   464,309.79 27,074,866.18   iFT  0.99991433   +2 21 23.6
 RH0077;UTM  17      - 5,098,801.419   287,903.084   MT  1.00015305   -1 58 18.5
 RH0077
 RH0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0077!SPC MI N     -   0.99997446  x   0.99991433  =   0.99988879
 RH0077!UTM  17      -   0.99997446  x   1.00015305  =   1.00012750
 RH0077
 RH0077:                Primary Azimuth Mark                     Grid Az
 RH0077:SPC MI N     -  DRUMPORT AZ MK                           249 39 00.7
 RH0077:UTM  17      -  DRUMPORT AZ MK                           253 58 42.8
 RH0077
 RH0077|---------------------------------------------------------------------|
 RH0077| PID    Reference Object                     Distance      Geod. Az  |
 RH0077|                                                           dddmmss.s |
 RH0077| RH0078 DRUMPORT AZ MK                      442.089 METERS 2520024.3 |
 RH0077|---------------------------------------------------------------------|
 RH0077
 RH0077                          SUPERSEDED SURVEY CONTROL
 RH0077
 RH0077  ELLIP H (02/03/97)  162.97   (m)                       GP(       ) 4 1
 RH0077  NAD 83(1986)-  46 00 35.77003(N)    083 44 22.74672(W) AD(       ) 1
 RH0077  NAD 83(1986)-  46 00 35.77099(N)    083 44 22.75006(W) AD(       ) 3
 RH0077  NGVD 29 (03/27/91)  200.1    (m)          656.     (f) GPS OBS        
 RH0077
 RH0077.Superseded values are not recommended for survey control.
 RH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0077.See file dsdata.txt to determine how the superseded data were derived.
 RH0077
 RH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8790398801(NAD 83)
 RH0077_MARKER: I = METAL ROD
 RH0077_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RH0077_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RH0077_STAMPING: DRUMPORT 1989
 RH0077_MARK LOGO: NGS   
 RH0077_PROJECTION: FLUSH
 RH0077_MAGNETIC: I = MARKER IS A STEEL ROD
 RH0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0077+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RH0077_ROD/PIPE-DEPTH: 9.7  meters
 RH0077_SLEEVE-DEPTH  : 1.0 meters
 RH0077
 RH0077  HISTORY     - Date     Condition        Report By
 RH0077  HISTORY     - 1989     MONUMENTED       NGS
 RH0077
 RH0077                          STATION DESCRIPTION
 RH0077
 RH0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RH0077'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTH OF DRUMMOND ON
 RH0077'DRUMMOND ISLAND, AT THE DRUMMOND ISLAND AIRPORT, IN THE SOUTHWEST
 RH0077'ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND THE CONNECTING TAXIWAY.
 RH0077'OWNERSHIP---DRUMMOND TOWNSHIP, C/O AIRPORT MANAGER JAMES BAILEY, BOX
 RH0077'223, DRUMMOND ISLAND MI 49726.  PHONE IS (906) 493-5411.
 RH0077'TO REACH THE STATION FROM THE DRUMMOND ISLAND FERRY DOCK IN DETOUR
 RH0077'VILLAGE, TAKE THE FERRY TO THE DRUMMOND ISLAND FERRY DOCK AND STATE
 RH0077'HIGHWAY 134.  GO NORTHEASTERLY FOR 12.8 KM (7.95 MI) ON HIGHWAY 134 TO
 RH0077'A PAVED CROSSROAD AT A FLASHING RED LIGHT.  TURN LEFT AND GO NORTH FOR
 RH0077'1.1 KM (0.70 MI) ON TOWN LINE ROAD TO AN ENTRANCE DRIVE LEFT.  TURN
 RH0077'LEFT AND GO WEST FOR 50 METERS ON THE MOBILE GAS STATION AND AIRPORT
 RH0077'ENTRANCE DRIVE, PASSING SOUTH OF THE MOBILE STATION, TO A CONNECTING
 RH0077'TAXIWAY RIGHT.  TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE
 RH0077'CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE
 RH0077'PAVED RUNWAY.
 RH0077'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 RH0077'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 9.7 METERS IN A GREASE
 RH0077'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 RH0077'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 RH0077'21.3 M (69.9 FT) WEST FROM THE WEST EDGE OF THE CONNECTING TAXIWAY,
 RH0077'13.6 M (44.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE PAVED RUNWAY
 RH0077'AND 9.0 M (29.5 FT) NORTH-NORTHEAST FROM THE NORTHERNMOST ONE OF TWO
 RH0077'SUPPORT LEGS FOR A TURF RUNWAY LIGHT.
 RH0077'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 RH0077'NOTE-THE AIRPORT OFFICE IS LOCATED IN THE MOBILE GAS STATION.
 RH0077'NOTE-THE FERRY RUNS 24 HOURS A DAY AND ROUND TRIP FARE IS 8.00.
 RH0077'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0078 ***********************************************************************
 RH0078  DESIGNATION -  DRUMPORT AZ MK
 RH0078  PID         -  RH0078
 RH0078  STATE/COUNTY-  MI/CHIPPEWA
 RH0078  USGS QUAD   -  DRUMMOND (1994)
 RH0078
 RH0078                         *CURRENT SURVEY CONTROL
 RH0078  ___________________________________________________________________
 RH0078* NAD 83(1994)-  46 00 31.35739(N)    083 44 42.29369(W)     ADJUSTED  
 RH0078* NAVD 88     -       200.8    (meters)     659.     (feet)  GPS OBS   
 RH0078  ___________________________________________________________________
 RH0078  X           -     483,501.285 (meters)                     COMP
 RH0078  Y           -  -4,411,319.520 (meters)                     COMP
 RH0078  Z           -   4,566,037.925 (meters)                     COMP
 RH0078  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 RH0078  ELLIP HEIGHT-         163.86  (meters)          (07/17/02) GPS OBS
 RH0078  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 RH0078
 RH0078  HORZ ORDER  -  FIRST
 RH0078  ELLP ORDER  -  FOURTH    CLASS I
 RH0078
 RH0078.This mark is at Drummond Airport (Y66)
 RH0078
 RH0078.The horizontal coordinates were established by GPS observations
 RH0078.and adjusted by the National Geodetic Survey in February 1997..
 RH0078
 RH0078.The orthometric height was determined by GPS observations and a
 RH0078.high-resolution geoid model.
 RH0078
 RH0078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RH0078
 RH0078.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0078
 RH0078.The ellipsoidal height was determined by GPS observations
 RH0078.and is referenced to NAD 83.
 RH0078
 RH0078.The geoid height was determined by GEOID03.
 RH0078
 RH0078;                    North         East     Units Scale Factor Converg.
 RH0078;SPC MI N     -   141,367.901 8,252,004.752   MT  0.99991443   +2 21 09.4
 RH0078;SPC MI N     -   463,805.45 27,073,506.40   iFT  0.99991443   +2 21 09.4
 RH0078;UTM  17      - 5,098,679.385   287,478.102   MT  1.00015527   -1 58 32.4
 RH0078
 RH0078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0078!SPC MI N     -   0.99997431  x   0.99991443  =   0.99988874
 RH0078!UTM  17      -   0.99997431  x   1.00015527  =   1.00012958
 RH0078
 RH0078:                Primary Azimuth Mark                     Grid Az
 RH0078:SPC MI N     -  DRUMPORT                                 069 39 00.8
 RH0078:UTM  17      -  DRUMPORT                                 073 58 42.6
 RH0078
 RH0078|---------------------------------------------------------------------|
 RH0078| PID    Reference Object                     Distance      Geod. Az  |
 RH0078|                                                           dddmmss.s |
 RH0078| RH0077 DRUMPORT                            442.089 METERS 0720010.2 |
 RH0078|---------------------------------------------------------------------|
 RH0078
 RH0078                          SUPERSEDED SURVEY CONTROL
 RH0078
 RH0078  ELLIP H (02/03/97)  163.88   (m)                       GP(       ) 4 1
 RH0078  NAD 83(1986)-  46 00 31.34610(N)    083 44 42.29089(W) AD(       ) 1
 RH0078  NAD 83(1986)-  46 00 31.34700(N)    083 44 42.29419(W) AD(       ) 3
 RH0078  NGVD 29 (03/27/91)  201.0    (m)          659.     (f) GPS OBS        
 RH0078
 RH0078.Superseded values are not recommended for survey control.
 RH0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0078.See file dsdata.txt to determine how the superseded data were derived.
 RH0078
 RH0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8747898679(NAD 83)
 RH0078_MARKER: I = METAL ROD
 RH0078_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RH0078_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RH0078_STAMPING: DRUMPORT AZ MK 1989
 RH0078_MARK LOGO: NGS   
 RH0078_PROJECTION: FLUSH
 RH0078_MAGNETIC: I = MARKER IS A STEEL ROD
 RH0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RH0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RH0078+SATELLITE: SATELLITE OBSERVATIONS - 1989
 RH0078_ROD/PIPE-DEPTH: 6.2  meters
 RH0078_SLEEVE-DEPTH  : 1.0 meters
 RH0078
 RH0078  HISTORY     - Date     Condition        Report By
 RH0078  HISTORY     - 1989     MONUMENTED       NGS
 RH0078
 RH0078                          STATION DESCRIPTION
 RH0078
 RH0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RH0078'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) SOUTH OF DRUMMOND ON
 RH0078'DRUMMOND ISLAND, AT THE DRUMMOND ISLAND AIRPORT, ALONG THE SOUTHEAST
 RH0078'EDGE, NEAR THE CENTER OF THE PAVED RUNWAY.  OWNERSHIP---DRUMMOND
 RH0078'TOWNSHIP, C/O AIRPORT MANAGER JAMES BAILEY, BOX 223, DRUMMOND ISLAND
 RH0078'MI 49726.  PHONE IS (906) 493-5411.
 RH0078'TO REACH THE STATION FROM THE DRUMMOND ISLAND FERRY DOCK IN DETOUR
 RH0078'VILLAGE, TAKE THE FERRY TO DRUMMOND ISLAND AND STATE HIGHWAY 134.  GO
 RH0078'NORTHEAST FOR 12.8 KM (7.95 MI) ON HIGHWAY 134 TO A PAVED CROSSROAD AT
 RH0078'A FLASHING RED LIGHT.  TURN LEFT AND GO NORTH FOR 1.1 KM (0.70 MI) ON
 RH0078'TOWN LINE ROAD TO AN ENTRANCE DRIVE LEFT.  TURN LEFT AND GO WEST FOR
 RH0078'50 METERS ON THE MOBILE GAS STATION AND AIRPORT ENTRANCE DRIVE,
 RH0078'PASSING SOUTH OF THE MOBILE STATION, TO A CONNECTING TAXIWAY RIGHT.
 RH0078'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 RH0078'TO THE PAVED RUNWAY.  TURN LEFT AND GO SOUTHWEST FOR 0.5 KM (0.30 MI)
 RH0078'ON THE RUNWAY TO THE STATION ON THE LEFT BETWEEN THE 8TH AND 9TH
 RH0078'RUNWAY LIGHTS SOUTHWEST FROM THE NORTHEAST END OF THE RUNWAY.
 RH0078'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 RH0078'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.2 METERS IN A GREASE
 RH0078'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 RH0078'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 RH0078'32.2 M (105.6 FT) SOUTH-SOUTHEAST OF THE 8TH RUNWAY LIGHT SOUTHWEST
 RH0078'FROM THE NORTHEAST END OF THE RUNWAY, 31.8 M (104.3 FT) EAST FROM THE
 RH0078'9TH RUNWAY LIGHT SOUTHWEST FROM THE NORTHEAST END OF THE RUNWAY, 14.5
 RH0078'M (47.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE RUNWAY AND 10.1 M
 RH0078'(33.1 FT) NORTHWEST FROM A CARSONITE WITNESS POST.
 RH0078'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 RH0078'NOTE-THE AIRPORT OFFICE IS IN THE MOBILE STATION.
 RH0078'NOTE-THE FERRY RUNS 24 HOURS A DAY AND THE ROUND TRIP FARE IS 8.00.
 RH0078'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0064 ***********************************************************************
 NE0064  DESIGNATION -  DRY DOCK
 NE0064  PID         -  NE0064
 NE0064  STATE/COUNTY-  MI/ST CLAIR
 NE0064  USGS QUAD   -  PORT HURON (1991)
 NE0064
 NE0064                         *CURRENT SURVEY CONTROL
 NE0064  ___________________________________________________________________
 NE0064* NAD 83(1986)-  42 57 01.     (N)    082 26 17.     (W)     SCALED    
 NE0064* NAVD 88     -       181.561  (meters)     595.67   (feet)  ADJUSTED  
 NE0064  ___________________________________________________________________
 NE0064  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0064  DYNAMIC HT  -         181.515 (meters)     595.52  (feet)  COMP
 NE0064  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 NE0064
 NE0064  VERT ORDER  -  SECOND    CLASS 0
 NE0064
 NE0064.The horizontal coordinates were scaled from a topographic map and have
 NE0064.an estimated accuracy of +/- 6 seconds.
 NE0064
 NE0064.The orthometric height was determined by differential leveling
 NE0064.and adjusted by the National Geodetic Survey in June 1991..
 NE0064
 NE0064.The geoid height was determined by GEOID03.
 NE0064
 NE0064.The dynamic height is computed by dividing the NAVD 88
 NE0064.geopotential number by the normal gravity value computed on the
 NE0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0064.degrees latitude (g = 980.6199 gals.).
 NE0064
 NE0064.The modeled gravity was interpolated from observed gravity values.
 NE0064
 NE0064;                    North         East    Units  Estimated Accuracy
 NE0064;SPC MI S     -   162,900.    4,157,360.      MT  (+/- 180 meters Scaled)
 NE0064
 NE0064                          SUPERSEDED SURVEY CONTROL
 NE0064
 NE0064  NGVD 29 (??/??/92)  181.55   (m)          595.6    (f) COMPUTED    2 0
 NE0064
 NE0064.Superseded values are not recommended for survey control.
 NE0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0064.See file dsdata.txt to determine how the superseded data were derived.
 NE0064
 NE0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH826562(NAD 83)
 NE0064_MARKER: Z = SEE DESCRIPTION
 NE0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0064_STAMPING: SECTION DRY DOCK
 NE0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0064+STABILITY: SURFACE MOTION
 NE0064
 NE0064  HISTORY     - Date     Condition        Report By
 NE0064  HISTORY     - UNK      MONUMENTED       USLS
 NE0064  HISTORY     - 1934     GOOD             NGS
 NE0064  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0064  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0064
 NE0064                          STATION DESCRIPTION
 NE0064
 NE0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0064'IN PORT HURON.
 NE0064'IN PORT HURON ON THE NORTH SIDE OF GRANT PLACE, 94 YARDS WEST
 NE0064'OF THE WEST CURB OF MILITARY STREET, 120 FEET WEST OF SOUTHWEST
 NE0064'CORNER OF A ONE STORY HOUSE, 36 FEET NORTH OF A FIRE HYDRANT,
 NE0064'0.8 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDE-WALK, ON
 NE0064'TOP OF A CONCRETE POST.
 NE0064
 NE0064                          STATION RECOVERY (1995)
 NE0064
 NE0064'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0064'MARK NOT FOUND.
 NE0064
 NE0064                          STATION RECOVERY (2002)
 NE0064
 NE0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1245 ***********************************************************************
 NE1245  DESIGNATION -  DRYDEN AT T MICROWAVE TWR
 NE1245  PID         -  NE1245
 NE1245  STATE/COUNTY-  MI/LAPEER
 NE1245  USGS QUAD   -  THORNVILLE (1991)
 NE1245
 NE1245                         *CURRENT SURVEY CONTROL
 NE1245  ___________________________________________________________________
 NE1245* NAD 83(1994)-  42 56 45.89019(N)    083 09 04.96198(W)     ADJUSTED  
 NE1245* NAVD 88     -                                                        
 NE1245  ___________________________________________________________________
 NE1245  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 NE1245  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE1245
 NE1245  HORZ ORDER  -  THIRD
 NE1245
 NE1245.The horizontal coordinates were established by classical geodetic methods
 NE1245.and adjusted by the National Geodetic Survey in February 1997..
 NE1245
 NE1245
 NE1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1245
 NE1245.The geoid height was determined by GEOID03.
 NE1245
 NE1245;                    North         East     Units Scale Factor Converg.
 NE1245;SPC MI S     -   161,342.833 4,099,169.770   MT  0.99990744   +0 49 37.3
 NE1245;SPC MI S     -   529,340.00 13,448,719.72   iFT  0.99990744   +0 49 37.3
 NE1245;UTM  17      - 4,757,072.709   324,488.419   MT  0.99997897   -1 27 58.1
 NE1245
 NE1245                          SUPERSEDED SURVEY CONTROL
 NE1245
 NE1245  NAD 83(1986)-  42 56 45.88568(N)    083 09 04.99341(W) AD(       ) 4
 NE1245  NAD 27      -  42 56 45.78402(N)    083 09 05.21188(W) AD(       ) 3
 NE1245
 NE1245.Superseded values are not recommended for survey control.
 NE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1245.See file dsdata.txt to determine how the superseded data were derived.
 NE1245
 NE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2448857073(NAD 83)
 NE1245
 NE1245  HISTORY     - Date     Condition        Report By
 NE1245  HISTORY     - 1977     MONUMENTED       NGS
 NE1245  HISTORY     - 19970706 GOOD             USPSQD
 NE1245
 NE1245                          STATION DESCRIPTION
 NE1245
 NE1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1245'THE DRYDEN AMERICAN TELEPHONE AND TELEGRAPH MICROWAVE TOWER
 NE1245'K0062 IS LOCATED 1-1/2 MILES WEST OF DRYDEN ALONG A COUNTY
 NE1245'ROAD.
 NE1245'
 NE1245'THE STATION IS THE LIGHT, MOUNTED ON A POLE, AT THE APEX OF,
 NE1245'AND IN THE APPROXIMATE CENTER OF THE RED AND WHITE TOWER WHICH
 NE1245'IS 313 FEET HIGH.
 NE1245'
 NE1245'TO REACH FROM THE DRYDEN POST OFFICE, GO WEST ON DRYDEN ROAD
 NE1245'FOR 1-1/2 MILES TO THE TOWER ON THE RIGHT.
 NE1245'
 NE1245'DESCRIBED BY VDN (DAB)
 NE1245
 NE1245                          STATION RECOVERY (1997)
 NE1245
 NE1245'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0351 ***********************************************************************
 QJ0351  DESIGNATION -  DT DOCK UDP+107
 QJ0351  PID         -  QJ0351
 QJ0351  STATE/COUNTY-  MI/CHIPPEWA
 QJ0351  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0351
 QJ0351                         *CURRENT SURVEY CONTROL
 QJ0351  ___________________________________________________________________
 QJ0351* NAD 83(1994)-  45 59 54.96512(N)    083 54 01.31154(W)     ADJUSTED  
 QJ0351* NAVD 88     -       178.11   (+/-2cm)     584.3    (feet)  VERTCON   
 QJ0351  ___________________________________________________________________
 QJ0351  X           -     471,628.218 (meters)                     COMP
 QJ0351  Y           -  -4,413,401.907 (meters)                     COMP
 QJ0351  Z           -   4,565,241.221 (meters)                     COMP
 QJ0351  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 QJ0351  ELLIP HEIGHT-         141.34  (meters)          (02/03/97) GPS OBS
 QJ0351  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QJ0351
 QJ0351  HORZ ORDER  -  FIRST
 QJ0351  VERT ORDER  -  THIRD ? (See Below)
 QJ0351  ELLP ORDER  -  FOURTH    CLASS I
 QJ0351
 QJ0351.The horizontal coordinates were established by GPS observations
 QJ0351.and adjusted by the National Geodetic Survey in February 1997..
 QJ0351
 QJ0351.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0351.The vertical order pertains to the NGVD 29 superseded value.
 QJ0351
 QJ0351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0351
 QJ0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0351
 QJ0351.The ellipsoidal height was determined by GPS observations
 QJ0351.and is referenced to NAD 83.
 QJ0351
 QJ0351.The geoid height was determined by GEOID03.
 QJ0351
 QJ0351;                    North         East     Units Scale Factor Converg.
 QJ0351;SPC MI N     -   139,763.346 8,240,032.538   MT  0.99991529   +2 14 25.4
 QJ0351;SPC MI N     -   458,541.16 27,034,227.49   iFT  0.99991529   +2 14 25.4
 QJ0351;UTM  17      - 5,097,982.696   275,415.652   MT  1.00022010   -2 05 13.8
 QJ0351
 QJ0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0351!SPC MI N     -   0.99997784  x   0.99991529  =   0.99989313
 QJ0351!UTM  17      -   0.99997784  x   1.00022010  =   1.00019794
 QJ0351
 QJ0351                          SUPERSEDED SURVEY CONTROL
 QJ0351
 QJ0351  NAD 83(1986)-  45 59 54.95253(N)    083 54 01.30449(W) AD(       ) 1
 QJ0351  NGVD 29 (05/22/90)  178.11   (m)          584.3    (f) LEVELING    3  
 QJ0351
 QJ0351.Superseded values are not recommended for survey control.
 QJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0351.See file dsdata.txt to determine how the superseded data were derived.
 QJ0351
 QJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7541697983(NAD 83)
 QJ0351_MARKER: DS = TRIANGULATION STATION DISK
 QJ0351_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0351+WITH SETTING: PAVEMENT
 QJ0351_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0351+STABILITY: SURFACE MOTION
 QJ0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0351+SATELLITE: SATELLITE OBSERVATIONS - 1988
 QJ0351
 QJ0351  HISTORY     - Date     Condition        Report By
 QJ0351  HISTORY     - 1988     MONUMENTED       USE
 QJ0351  HISTORY     - 19940729 GOOD             USPSQD
 QJ0351  HISTORY     - 20010331 GOOD             NGS
 QJ0351  HISTORY     - 20050730 POOR             NGS
 QJ0351
 QJ0351                          STATION DESCRIPTION
 QJ0351
 QJ0351'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0351'THE STATION IS LOCATED ABOUT 65.0 KM (40.4 MI) SOUTH-SOUTHEAST OF
 QJ0351'SAULT STE MARIE, 59.9 KM (37.2 MI) EAST-SOUTHEAST OF RUDYARD, .6 KM
 QJ0351'(0.4 MI) NORTH OF DETOUR VILLAGE IN SUPERVISORS PLAT NO 1, DETOUR
 QJ0351'VILLAGE SEC 35, T42N-R4E.
 QJ0351'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 QJ0351'
 QJ0351'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0351'NORTH FOR .5 KM (0.3 MI) ON ELIZABETH STREET TO THE DETOUR
 QJ0351'HARBOR AND THE STATION.
 QJ0351'
 QJ0351'THE STATION IS A STANDARD COE DISK THAT IS
 QJ0351'STAMPED---UDP+107---, GROUTED INTO CONCRETE LOCATED DIRECTLY IN
 QJ0351'FRONT OF THE OFFICE BUILDING AND APPROXIMATELY .9 METERS (3 FT)
 QJ0351'NORTH OF THE MOST NORTHERLY OF THREE FLAGPOLES.
 QJ0351'
 QJ0351'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 QJ0351
 QJ0351                          STATION RECOVERY (1994)
 QJ0351
 QJ0351'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0351'RECOVERED IN GOOD CONDITION.
 QJ0351
 QJ0351                          STATION RECOVERY (2001)
 QJ0351
 QJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0351'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0351
 QJ0351                          STATION RECOVERY (2005)
 QJ0351
 QJ0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0351'THERE IS AN UNSTAMPED COE-DETROIT MARK AT DESCRIBED LOCATION, WHICH
 QJ0351'LOOKS TO BE CEMENTED INTO SIDEWALK.  THIS MAY BE A RESET MARK.  MARK
 QJ0351'IS ABOUT 9 M SOUTH OF SHORE END OF MARINA PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9503 ***********************************************************************
 AC9503  SACS        -  This is a Secondary Airport Control Station.
 AC9503  DESIGNATION -  DTW J
 AC9503  PID         -  AC9503
 AC9503  STATE/COUNTY-  MI/WAYNE
 AC9503  USGS QUAD   -  FLAT ROCK NE (1980)
 AC9503
 AC9503                         *CURRENT SURVEY CONTROL
 AC9503  ___________________________________________________________________
 AC9503* NAD 83(1994)-  42 12 04.89207(N)    083 22 13.87666(W)     ADJUSTED  
 AC9503* NAVD 88     -       193.32   (meters)     634.3    (feet)  GPS OBS   
 AC9503  ___________________________________________________________________
 AC9503  X           -     546,315.051 (meters)                     COMP
 AC9503  Y           -  -4,700,480.325 (meters)                     COMP
 AC9503  Z           -   4,262,305.345 (meters)                     COMP
 AC9503  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 AC9503  ELLIP HEIGHT-         158.80  (meters)          (01/10/05) GPS OBS
 AC9503  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 AC9503
 AC9503  HORZ ORDER  -  FIRST
 AC9503  ELLP ORDER  -  FOURTH    CLASS II
 AC9503
 AC9503.This mark is at Detroit Metro/wayne Airport (DTW)
 AC9503
 AC9503.The horizontal coordinates were established by GPS observations
 AC9503.and adjusted by the National Geodetic Survey in January 2005..
 AC9503
 AC9503.The orthometric height was determined by GPS observations and a
 AC9503.high-resolution geoid model.
 AC9503
 AC9503.GPS derived orthometric heights for airport stations designated as
 AC9503.PACS or SACS are published to 2 decimal places.  This maintains
 AC9503.centimeter relative accuracy between the PACS and SACS.  It does
 AC9503.not indicate centimeter accuracy relative to other marks which are
 AC9503.part of the NAVD 88 network.
 AC9503
 AC9503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9503
 AC9503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9503
 AC9503.The ellipsoidal height was determined by GPS observations
 AC9503.and is referenced to NAD 83.
 AC9503
 AC9503.The geoid height was determined by GEOID03.
 AC9503
 AC9503;                    North         East     Units Scale Factor Converg.
 AC9503;SPC MI S     -    78,392.689 4,082,266.933   MT  0.99997754   +0 40 40.5
 AC9503;SPC MI S     -   257,193.86 13,393,264.22   iFT  0.99997754   +0 40 40.5
 AC9503;UTM  17      - 4,674,853.631   304,293.663   MT  1.00007129   -1 35 34.3
 AC9503
 AC9503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9503!SPC MI S     -   0.99997509  x   0.99997754  =   0.99995264
 AC9503!UTM  17      -   0.99997509  x   1.00007129  =   1.00004638
 AC9503
 AC9503                          SUPERSEDED SURVEY CONTROL
 AC9503
 AC9503.No superseded survey control is available for this station.
 AC9503
 AC9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0429474854(NAD 83)
 AC9503_MARKER: DD = SURVEY DISK
 AC9503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9503_STAMPING: DTW J 1993
 AC9503_MARK LOGO: NOS   
 AC9503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9503+STABILITY: SURFACE MOTION
 AC9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9503+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 AC9503
 AC9503  HISTORY     - Date     Condition        Report By
 AC9503  HISTORY     - 1993     MONUMENTED       NOS
 AC9503  HISTORY     - 20040823 GOOD             NGS
 AC9503
 AC9503                          STATION DESCRIPTION
 AC9503
 AC9503'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (DRM)
 AC9503'THE STATION IS LOCATED AT THE DETROIT METROPOLITAN AIRPORT IN THE
 AC9503'GRASS SOUTH OF RUNWAY END 3L.  THE STATION IS 211.5 FT (64.5 M)
 AC9503'SOUTHWEST OF THE SOUTHWEST EDGE OF THE 3L RUNUP RAMP, 53.5 FT (16.3 M)
 AC9503'NORTHWEST OF THE CL OF THE PAVED PORTION OF THE ILS SERVICE ROAD, AND
 AC9503'ON-LINE WITH THE 200 FT (61.0 M) APPROACH LIGHT.  THE STATION IS A
 AC9503'STANDARD NOS DISK STAMPED DTW J 1993 AND SET IN THE TOP OF A CONCRETE
 AC9503'MONUMENT THAT IS 0.5 FT (15.2 CM) BELOW THE SURFACE.
 AC9503
 AC9503                          STATION RECOVERY (2004)
 AC9503
 AC9503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AC9503'UPDATED DESCRIPTION-KRN-2004 THE STATION IS LOCATED AT THE SOUTHWEST
 AC9503'SIDE OF THE DETROIT METROPOLITAN AIRPORT, SOUTH EAST OF RUNWAY END 4R.
 AC9503'FOR ACCESS TO THE AIRPORT AND THIS STATION CONTACT--
 AC9503' 
 AC9503'BRUCE GREENBERG, AIRFIELD OPERATONS MANAGER L.C. SMITH TERMINAL-
 AC9503'MEZZANINE DETROIT, MICHIGAN  48242
 AC9503' 
 AC9503'PHONE- 734-247-7292 FAX- 734-942-3685
 AC9503' 
 AC9503'FROM EXIT 15 OF INTERSTATE 275 AT EUREKA ROAD, SOUTHWEST OF DETROIT
 AC9503'METRO AIRPORT, DRIVE EAST ON EUREKA ROAD FOR 2.5 MILES TO A
 AC9503'TURNAROUND.  RETURN WEST ON EUREKA ROAD FOR 1.1 MILES TO AN ACCESS
 AC9503'ROAD ON THE RIGHT.  FOLLOW THIS SERVICE ROAD FOR 1.0 MILES TO GATE 34.
 AC9503'PASS THROUGH GATE 34 AND TAKE AN IMMEDIATE LEFT ON A NORTHERLY SERVICE
 AC9503'ROAD.  CONTINUE FOR 0.1 MILE TO A SERVICE ROAD ON THE LEFT, THROUGH AN
 AC9503'UNSECURED GATE.  CONTINUE WESTERLY ON THIS SERVICE ROAD FOR 0.7 MILES
 AC9503'TO AN ILS SERVICE ROAD CROSSING TAXIWAY 'Q' TO THE NORTH.  CROSS
 AC9503'TAXIWAY AND CONTINUE ON ILS SERVICE ROAD FOR 0.4 MILES TO THE STATION
 AC9503'ON THE LEFT. THE STATION IS 211.5 FT SOUTHWEST OF THE SOUTHWEST EDGE
 AC9503'OF THE RUNUP RAMP FOR 4R, 53.5 FT NORTHWEST OF THE CENTERLINE OF THE
 AC9503'ILS SERVICE ROAD, AND ON LINE WITH THE 200 FOOT APPROACH LIGHT.  THE
 AC9503'STATION IS A STANDARD NOS DISK STAMPED DTW J 1993 AND IS SET INTO THE
 AC9503'TOP OF A CONCRETE MONUMENT THAT IS 0.5 FT. BELOW THE SURFACE.  THIS
 AC9503'STATION HAS BEEN DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION,
 AC9503'SACS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6797 ***********************************************************************
 AA6797  CBN         -  This is a Cooperative Base Network Control Station.
 AA6797  PACS        -  This is a Primary Airport Control Station.
 AA6797  DESIGNATION -  DTW P
 AA6797  PID         -  AA6797
 AA6797  STATE/COUNTY-  MI/WAYNE
 AA6797  USGS QUAD   -  FLAT ROCK NE (1980)
 AA6797
 AA6797                         *CURRENT SURVEY CONTROL
 AA6797  ___________________________________________________________________
 AA6797* NAD 83(1994)-  42 11 52.69270(N)    083 21 38.68317(W)     ADJUSTED  
 AA6797* NAVD 88     -       193.75   (meters)     635.7    (feet)  GPS OBS   
 AA6797  ___________________________________________________________________
 AA6797  X           -     547,146.321 (meters)                     COMP
 AA6797  Y           -  -4,700,638.495 (meters)                     COMP
 AA6797  Z           -   4,262,026.767 (meters)                     COMP
 AA6797  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 AA6797  ELLIP HEIGHT-         159.21  (meters)          (07/12/02) GPS OBS
 AA6797  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 AA6797
 AA6797  HORZ ORDER  -  B
 AA6797  ELLP ORDER  -  FOURTH    CLASS II
 AA6797
 AA6797.This mark is at Detroit Metro/wayne Airport (DTW)
 AA6797
 AA6797.The horizontal coordinates were established by GPS observations
 AA6797.and adjusted by the National Geodetic Survey in September 1995..
 AA6797
 AA6797.The orthometric height was determined by GPS observations and a
 AA6797.high-resolution geoid model.
 AA6797
 AA6797.GPS derived orthometric heights for airport stations designated as
 AA6797.PACS or SACS are published to 2 decimal places.  This maintains
 AA6797.centimeter relative accuracy between the PACS and SACS.  It does
 AA6797.not indicate centimeter accuracy relative to other marks which are
 AA6797.part of the NAVD 88 network.
 AA6797
 AA6797.Photographs are available for this station.
 AA6797
 AA6797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6797
 AA6797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6797
 AA6797.The ellipsoidal height was determined by GPS observations
 AA6797.and is referenced to NAD 83.
 AA6797
 AA6797.The geoid height was determined by GEOID03.
 AA6797
 AA6797;                    North         East     Units Scale Factor Converg.
 AA6797;SPC MI S     -    78,025.915 4,083,078.743   MT  0.99997824   +0 41 04.4
 AA6797;SPC MI S     -   255,990.53 13,395,927.63   iFT  0.99997824   +0 41 04.4
 AA6797;UTM  17      - 4,674,454.943   305,090.376   MT  1.00006746   -1 35 10.3
 AA6797
 AA6797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6797!SPC MI S     -   0.99997503  x   0.99997824  =   0.99995327
 AA6797!UTM  17      -   0.99997503  x   1.00006746  =   1.00004249
 AA6797
 AA6797                          SUPERSEDED SURVEY CONTROL
 AA6797
 AA6797  ELLIP H (09/20/95)  159.26   (m)                       GP(       ) 1 2
 AA6797  NAD 83(1986)-  42 11 52.70048(N)    083 21 38.70926(W) AD(       ) 1
 AA6797
 AA6797.Superseded values are not recommended for survey control.
 AA6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6797.See file dsdata.txt to determine how the superseded data were derived.
 AA6797
 AA6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0509074455(NAD 83)
 AA6797_MARKER: DH = HORIZONTAL CONTROL DISK
 AA6797_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA6797_SP_SET: ROOF OF CONCRETE PUMP STATION
 AA6797_STAMPING: DTW P 1994
 AA6797_MARK LOGO: NGS   
 AA6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6797+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004
 AA6797
 AA6797  HISTORY     - Date     Condition        Report By
 AA6797  HISTORY     - 1994     MONUMENTED       NGS
 AA6797  HISTORY     - 20040817 GOOD             NGS
 AA6797  HISTORY     - 20040823 GOOD             NGS
 AA6797
 AA6797                          STATION DESCRIPTION
 AA6797
 AA6797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA6797'STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTHWEST OF DOWNTOWN
 AA6797'DETROIT, A THE METROPOLITAN WAYNE COUNTY AIRPORT, ON THE SOUTHWEST
 AA6797'SIDE OF THE AIRPORT.  SOUTH OF RUNWAY 9R, ON THE EAST SIDE OF A ROAD,
 AA6797'IN THE TOP OF THE CONCRETE WALL AND ROUND ROOF OF A 7 M (23.0 FT)
 AA6797'DIAMETER PUMP STATION THAT IS NEAR GROUND LEVEL.  OWNERSHIP-- WAYNE
 AA6797'COUNTY, 415 CLIFFORD, DETROIT, MICHIGAN 48226.  AIRPORT OPERATIONS
 AA6797'MANAGER IS HASSAN MAKLED, PHONE 313-942-3745. CONTACT RALPH LANDINI,
 AA6797'WAYNE COUNTY DEPARTMENT OF PUBLIC WORKS, FIELD ENGINEERING OFFICE,
 AA6797'PHONE 313-595-6545.  HE SHOULD BE CONTACTED ONE WEEK PRIOR TO
 AA6797'OBSERVATIONS TO ARRANGE SECURITY CLEARANCE AND ESCORT.  HEARING
 AA6797'PROTECTION IS SUGGESTED. TO REACH THE TERMINAL BUILDING FROM THE
 AA6797'UNDERPASS AT THE JUNTION OF INTERSTATE HIGHWAY 94 AND THE AIRPORT
 AA6797'ENTRANCE ROAD (EXIT 198) GO SOUTH ON THE ROAD FOR 2.1 KM (1.3 MI) TO
 AA6797'THE BUILDING. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE
 AA6797'HIGHWAY 275 AND EUREKA ROAD (EXIT 15) GO EAST ON EUREKA ROAD FOR 1.21
 AA6797'KM (0.75 MI) TO THE ENTRANCE ROAD TO GATE 34 ON THE LEFT.  TURN LEFT
 AA6797'AND GO NORTHEAST ON ENTRANCE ROAD FOR 0.05 MILES, BEAR RIGHT AND GO
 AA6797'EAST FOR 0.5 KM (0.3 MI) THROUGH GATE 34 AND PAST AMERITECH BUILDING
 AA6797'ON THE RIGHT TO A SECURITY BOOTH.  CONTINUE AHEAD FOR 0.08 KM (0.05
 AA6797'MI) TO OLD VINING ROAD ON THE LEFT, TURN LEFT AND GO NORTH ON OLD
 AA6797'VINING ROAD FOR 0.08 KM (0.05 MI) TO A PAVED ROAD ON THE RIGHT.  TURN
 AA6797'RIGHT AND GO EAST ON PAVED ROAD FOR 0.5 KM (0.3 MI) TO A PAVED ROAD ON
 AA6797'THE LEFT, TURN LEFT AND GO 0.3 KM (0.2 MI) TO THE ROAD END AND THE
 AA6797'STATION. STATION MARK IS A DISK SET IN A DRILL HOLE IN THE WEST SIDE
 AA6797'OF THE ROUND ROOF.  IT IS OVER THE WALL ON THE WEST SIDE OF THE ROOF,
 AA6797'0.14 M (0.46 FT) EAST OF THE WEST EDGE OF THE ROOF.
 AA6797
 AA6797                          STATION RECOVERY (2004)
 AA6797
 AA6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AA6797'RECOVERED AS DESCRIBED.
 AA6797
 AA6797                          STATION RECOVERY (2004)
 AA6797
 AA6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (LJL)
 AA6797'RECOVERY NOTE BY NGS, (KRN), RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0442 ***********************************************************************
 PL0442  DESIGNATION -  DUCK
 PL0442  PID         -  PL0442
 PL0442  STATE/COUNTY-  MI/OTSEGO
 PL0442  USGS QUAD   -  JOHANNESBURG (1950)
 PL0442
 PL0442                         *CURRENT SURVEY CONTROL
 PL0442  ___________________________________________________________________
 PL0442* NAD 83(1994)-  44 54 48.14506(N)    084 24 59.03289(W)     ADJUSTED  
 PL0442* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 PL0442  ___________________________________________________________________
 PL0442  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 PL0442  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PL0442
 PL0442  HORZ ORDER  -  SECOND
 PL0442
 PL0442.The horizontal coordinates were established by classical geodetic methods
 PL0442.and adjusted by the National Geodetic Survey in February 1997..
 PL0442
 PL0442.The orthometric height was scaled from a topographic map.
 PL0442
 PL0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0442
 PL0442.The geoid height was determined by GEOID03.
 PL0442
 PL0442;                    North         East     Units Scale Factor Converg.
 PL0442;SPC MI C     -   177,427.028 5,996,073.278   MT  0.99991284   -0 02 06.5
 PL0442;SPC MI C     -   582,109.67 19,672,156.42   iFT  0.99991284   -0 02 06.5
 PL0442;UTM  16      - 4,976,574.804   703,934.259   MT  1.00011143   +1 49 29.1
 PL0442
 PL0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0442!SPC MI C     -   0.99994548  x   0.99991284  =   0.99985832
 PL0442!UTM  16      -   0.99994548  x   1.00011143  =   1.00005690
 PL0442
 PL0442|---------------------------------------------------------------------|
 PL0442| PID    Reference Object                     Distance      Geod. Az  |
 PL0442|                                                           dddmmss.s |
 PL0442| CH1071 DUCK RM 1                            25.942 METERS 00738     |
 PL0442| QK0623 KB FIRE LOOKOUT TOWER               APPROX.13.4 KM 0264811.4 |
 PL0442| CH1072 DUCK RM 2                            25.112 METERS 09708     |
 PL0442| PL0443 DUCK 2                               22.541 METERS 10655     |
 PL0442| CH1070 DUCK AZ MK                                         2732304.4 |
 PL0442| CH1074 DUCK 2 RM 4                                        2741214.9 |
 PL0442|---------------------------------------------------------------------|
 PL0442
 PL0442                          SUPERSEDED SURVEY CONTROL
 PL0442
 PL0442  NAD 83(1986)-  44 54 48.13588(N)    084 24 59.03830(W) AD(       ) 2
 PL0442  NAD 27      -  44 54 48.09996(N)    084 24 58.97583(W) AD(       ) 2
 PL0442
 PL0442.Superseded values are not recommended for survey control.
 PL0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0442.See file dsdata.txt to determine how the superseded data were derived.
 PL0442
 PL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0393476575(NAD 83)
 PL0442_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0442
 PL0442  HISTORY     - Date     Condition        Report By
 PL0442  HISTORY     - 1949     MONUMENTED       CGS
 PL0442  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PL0442  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 PL0442
 PL0442                          STATION DESCRIPTION
 PL0442
 PL0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0442'STATION IS LOCATED 6 MILES SOUTHEAST OF JOHANNESBURG AND 5 MILES
 PL0442'NORTHWEST OF LEWISTON.  IT IS 150
 PL0442'FEET SOUTHWEST OF THE INTERSECTION OF A SAND CROSS ROAD, 50 FEET EAST
 PL0442'OF AN 8 INCH PINE TREE WITH
 PL0442'A TRIANGLE BLAZE ON THE NORTH SIDE, 35 FEET WEST OF A 12
 PL0442'INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 PL0442'NORTH SIDE, 20 FEET SOUTH OF THE CENTER OF
 PL0442'A SAND ROAD AND 6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE
 PL0442'MARK PROJECTS 8 INCHES AND THE DISK IS
 PL0442'STAMPED DUCK 1949.
 PL0442'
 PL0442'REFERENCE MARK NO. 1 IS 66 FEET NORTH OF THE CENTER OF THE SAND ROAD
 PL0442'AND 19 FEET NORTHEAST OF A 10
 PL0442'INCH PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.  THE MARK
 PL0442'PROJECTS 10 INCHES AND THE DISK IS
 PL0442'STAMPED DUCK NO 1 1949.
 PL0442'
 PL0442'REFERENCE MARK NO. 2 IS 25 FEET SOUTH OF THE CENTER OF THE SAND ROAD.
 PL0442'THE MARK PROJECTS 8 INCHES AND THE
 PL0442'DISK IS STAMPED DUCK NO 2 1949.
 PL0442'
 PL0442'THE AZIMUTH MARK IS 39 FEET SOUTHWEST OF A 14 INCH PINE TREE WITH A
 PL0442'TRIANGLE BLAZE ON THE SOUTH
 PL0442'SIDE, 13 FEET NORTH OF THE CENTER OF THE SAND ROAD AND 3 FEET SOUTH
 PL0442'OF A WHITE WITNESS POST.  THE MARK
 PL0442'PROJECTS 4 INCHES AND THE DISK IS STAMPED DUCK 1949.
 PL0442'
 PL0442'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 PL0442'STATE HIGHWAY 93 3 MILES NORTH
 PL0442'OF GRAYLING GO NORTH ON HIGHWAY 27 FOR 16.4 MILES TO THE TOWN OF
 PL0442'OTSEGO LAKE AND A SANK T-ROAD
 PL0442'RIGHT, TURN RIGHT AND GO EAST ON THE SAND ROAD FOR 13.5 MILES TO
 PL0442'THE AZIMUTH MARK ON THE LEFT AS
 PL0442'DESCRIBED, CONTINUE FOR 0.3 MILE TO A SAND CROSS ROAD
 PL0442'AND THE STATION ON THE RIGHT AS DESCRIBED.
 PL0442'
 PL0442'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PL0442
 PL0442                          STATION RECOVERY (1972)
 PL0442
 PL0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PL0442'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PL0442'THE AZIMUTH MARK
 PL0442'WAS FOUND LEANING SLIGHTLY TO THE WEST ON LINE TO THE
 PL0442'STATION AND ASSUMED GOOD ENOUGH TO
 PL0442'USE.  THE DISTANCE AND DIRECTION TO
 PL0442'THE REFERENCE MARKS CHECKED.  THE AZIMUTH MARK,
 PL0442'STATION MARK AND REFERENCE
 PL0442'MARK 2 WERE IN THE WAY OF ROAD WORK AND WERE DESTROYED AT THE
 PL0442'REQUEST OF THE
 PL0442'OTSEGO COUNTY HIGHWAY COMM. AFTER A NEW STATION DUCK 2 1972 WAS
 PL0442'ESTABLISHED.  REFERENCE
 PL0442'MARK 1 WAS LEFT INTACT AND USED WITH THE NEW
 PL0442'STATION.
 PL0442'
 PL0442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 PL0442'NORTHWEST OF LEWISTON
 PL0442'
 PL0442'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0442
 PL0442                          STATION RECOVERY (1996)
 PL0442
 PL0442'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0443 ***********************************************************************
 PL0443  DESIGNATION -  DUCK 2
 PL0443  PID         -  PL0443
 PL0443  STATE/COUNTY-  MI/OTSEGO
 PL0443  USGS QUAD   -  JOHANNESBURG (1950)
 PL0443
 PL0443                         *CURRENT SURVEY CONTROL
 PL0443  ___________________________________________________________________
 PL0443* NAD 83(1994)-  44 54 47.93252(N)    084 24 58.04975(W)     ADJUSTED  
 PL0443* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 PL0443  ___________________________________________________________________
 PL0443  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 PL0443  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PL0443
 PL0443  HORZ ORDER  -  THIRD
 PL0443
 PL0443.The horizontal coordinates were established by classical geodetic methods
 PL0443.and adjusted by the National Geodetic Survey in February 1997..
 PL0443.No horizontal observational check was made to the station.
 PL0443
 PL0443.The orthometric height was scaled from a topographic map.
 PL0443
 PL0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0443
 PL0443.The geoid height was determined by GEOID03.
 PL0443
 PL0443;                    North         East     Units Scale Factor Converg.
 PL0443;SPC MI C     -   177,420.454 5,996,094.837   MT  0.99991284   -0 02 05.8
 PL0443;SPC MI C     -   582,088.10 19,672,227.16   iFT  0.99991284   -0 02 05.8
 PL0443;UTM  16      - 4,976,568.933   703,956.025   MT  1.00011154   +1 49 29.8
 PL0443
 PL0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0443!SPC MI C     -   0.99994548  x   0.99991284  =   0.99985832
 PL0443!UTM  16      -   0.99994548  x   1.00011154  =   1.00005701
 PL0443
 PL0443|---------------------------------------------------------------------|
 PL0443| PID    Reference Object                     Distance      Geod. Az  |
 PL0443|                                                           dddmmss.s |
 PL0443| CH1073 DUCK 2 RM 3                           4.697 METERS 09807     |
 PL0443| CH1074 DUCK 2 RM 4                                        2744502.3 |
 PL0443| PL0442 DUCK                                 22.541 METERS 28655     |
 PL0443| CH1071 DUCK RM 1                            37.003 METERS 33040     |
 PL0443|---------------------------------------------------------------------|
 PL0443
 PL0443                          SUPERSEDED SURVEY CONTROL
 PL0443
 PL0443  NAD 83(1986)-  44 54 47.92334(N)    084 24 58.05516(W) AD(       ) 3
 PL0443  NAD 27      -  44 54 47.88847(N)    084 24 57.99289(W) AD(       ) 3
 PL0443
 PL0443.Superseded values are not recommended for survey control.
 PL0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0443.See file dsdata.txt to determine how the superseded data were derived.
 PL0443
 PL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0395676569(NAD 83)
 PL0443_MARKER: DS = TRIANGULATION STATION DISK
 PL0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0443
 PL0443  HISTORY     - Date     Condition        Report By
 PL0443  HISTORY     - 1972     MONUMENTED       NGS
 PL0443  HISTORY     - 1980     GOOD             MIDH
 PL0443  HISTORY     - 19960811 GOOD             USPSQD
 PL0443
 PL0443                          STATION DESCRIPTION
 PL0443
 PL0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PL0443'THE STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF JOHANNESBURG,
 PL0443'ABOUT 5 MILES
 PL0443'NORTHWEST OF LEWISTON, ABOUT 14 MILES EAST OF OTSEGO LAKE,
 PL0443'ON ROAD RIGHT-OF-WAY, 1 FOOT
 PL0443'NORTH OF A METAL WITNESS POST, 18 FEET
 PL0443'WEST OF A POWER POLE, 121 FEET WEST OF THE
 PL0443'CENTERLINE OF CAULKINS LAKE
 PL0443'ROAD AND 41 FEET SOUTH OF THE CENTERLINE OF OLD STATE ROAD.
 PL0443'THE MONUMENT PROJECTS
 PL0443'3 INCHES AND THE DISK IS STAMPED DUCK 2 1972.
 PL0443'
 PL0443'TO REACH THE STATION FROM THE INTERSECTION OF OLD U. S. HIGHWAY
 PL0443'27 AND OLD STATE
 PL0443'ROAD AT THE SOUTH EDGE OF OTSEGO LAKE, GO EAST ON OLD
 PL0443'STATE ROAD FOR 0.3 MILE TO THE
 PL0443'OVERPASS OF INTERSTATE HIGHWAY 75.  CONTINUE
 PL0443'EAST ON OLD STATE ROAD FOR 13.2 MILES TO
 PL0443'REFERENCE MARK 4 ON THE
 PL0443'LEFT.  CONTINUE EAST ON THE ROAD FOR 0.35 MILE TO THE
 PL0443'STATION ON THE RIGHT.
 PL0443'
 PL0443'REFERENCE MARK 1 IS 66 FEET NORTH OF THE CENTERLINE OF THE ROAD
 PL0443'AND 18 FEET
 PL0443'NORTHEAST OF A 14 INCH TREE.  THE MONUMENT PROJECTS 4 INCHES
 PL0443'AND THE DISK IS STAMPED DUCK
 PL0443'NO 1 1949.
 PL0443'
 PL0443'REFERENCE MARK 3 IS 3 FEET WEST OF THE POWER POLE.  15 FEET EAST
 PL0443'OF THE METAL
 PL0443'WITNESS POST, 106 FEET WEST OF THE CENTERLINE OF CAULKINS
 PL0443'LAKE ROAD AND 43 FEET SOUTH OF
 PL0443'THE CENTERLINE OF OLD STATE ROAD.  THE
 PL0443'MONUMENT PROJECTS 4 INCHES AND THE DISK IS
 PL0443'STAMPED DUCK 2 NO 3 1972.
 PL0443'
 PL0443'REFERENCE MARK 4 IS 17 FEET EAST OF A 9 INCH PINE TREE, 32 FEET
 PL0443'NORTH OF THE
 PL0443'CENTERLINE OF THE ROAD AND 1 FOOT SOUTH OF A METAL WITNESS
 PL0443'POST.  THE MONUMENT PROJECTS 3
 PL0443'INCHES AND THE DISK IS STAMPED DUCK 2 NO 4 1972.
 PL0443'
 PL0443'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 PL0443
 PL0443                          STATION RECOVERY (1980)
 PL0443
 PL0443'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0443'THE STATION MARK AND REFERENCE MARK 1 AND 3 AND THE AZIMUTH MARK WERE
 PL0443'FOUND IN GOOD CONDITION.  THE OLD DESCRIPTION IS ADEQUATE.
 PL0443
 PL0443                          STATION RECOVERY (1996)
 PL0443
 PL0443'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0941 ***********************************************************************
 RJ0941  DESIGNATION -  DUCK IBC 1944
 RJ0941  PID         -  RJ0941
 RJ0941  STATE/COUNTY-  MI/CHIPPEWA
 RJ0941  USGS QUAD   -  OAK RIDGE (1976)
 RJ0941
 RJ0941                         *CURRENT SURVEY CONTROL
 RJ0941  ___________________________________________________________________
 RJ0941* NAD 83(1994)-  46 21 33.64529(N)    084 08 09.69701(W)     ADJUSTED  
 RJ0941* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0941  ___________________________________________________________________
 RJ0941  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 RJ0941  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0941
 RJ0941  HORZ ORDER  -  THIRD
 RJ0941
 RJ0941.The horizontal coordinates were established by classical geodetic methods
 RJ0941.and adjusted by the National Geodetic Survey in February 1997..
 RJ0941
 RJ0941.The orthometric height was scaled from a topographic map.
 RJ0941
 RJ0941.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0941
 RJ0941.The geoid height was determined by GEOID03.
 RJ0941
 RJ0941;                    North         East     Units Scale Factor Converg.
 RJ0941;SPC MI N     -   179,145.428 8,220,343.063   MT  0.99990367   +2 04 12.2
 RJ0941;SPC MI N     -   587,747.47 26,969,629.47   iFT  0.99990367   +2 04 12.2
 RJ0941;SPC MI C     -   338,164.559 6,017,753.979   MT  1.00021970   +0 09 46.5
 RJ0941;SPC MI C     - 1,109,463.78 19,743,287.33   iFT  1.00021970   +0 09 46.5
 RJ0941;UTM  16      - 5,137,961.082   720,319.828   MT  1.00019672   +2 04 24.4
 RJ0941
 RJ0941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0941!SPC MI N     -   0.99997815  x   0.99990367  =   0.99988182
 RJ0941!SPC MI C     -   0.99997815  x   1.00021970  =   1.00019785
 RJ0941!UTM  16      -   0.99997815  x   1.00019672  =   1.00017487
 RJ0941
 RJ0941:                Primary Azimuth Mark                     Grid Az
 RJ0941:SPC MI N     -  REF MON 21 IBC ECC 1911                  337 29 43.9
 RJ0941:SPC MI C     -  REF MON 21 IBC ECC 1911                  339 24 09.6
 RJ0941:UTM  16      -  REF MON 21 IBC ECC 1911                  337 29 31.7
 RJ0941
 RJ0941|---------------------------------------------------------------------|
 RJ0941| PID    Reference Object                     Distance      Geod. Az  |
 RJ0941|                                                           dddmmss.s |
 RJ0941| RJ0942 REF MON 21 IBC ECC 1911             APPROX. 1.4 KM 3393356.1 |
 RJ0941|---------------------------------------------------------------------|
 RJ0941
 RJ0941                          SUPERSEDED SURVEY CONTROL
 RJ0941
 RJ0941  NAD 83(1986)-  46 21 33.63437(N)    084 08 09.70564(W) AD(       ) 3
 RJ0941  NAD 27      -  46 21 33.56600(N)    084 08 09.60000(W) AD(       ) 3
 RJ0941
 RJ0941.Superseded values are not recommended for survey control.
 RJ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0941.See file dsdata.txt to determine how the superseded data were derived.
 RJ0941
 RJ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2032037961(NAD 83)
 RJ0941_MARKER: H = DRILL HOLE
 RJ0941_SETTING: 80 = SET IN A BOULDER
 RJ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0941+STABILITY: SURFACE MOTION
 RJ0941
 RJ0941  HISTORY     - Date     Condition        Report By
 RJ0941  HISTORY     - 1944     MONUMENTED       IBC
 RJ0941  HISTORY     - 1958     GOOD             IBC
 RJ0941
 RJ0941                          STATION DESCRIPTION
 RJ0941
 RJ0941'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0941'ON THE E SHORE OF S DUCK ISLAND, 1/2 MILE N OF INDIAN POINT.  IT IS
 RJ0941'AT THE N END OF THE POINT ON WHICH EX - GOVERNOR OSBORNS SUMMER
 RJ0941'HOME IS LOCATED AND ABOUT 100 METERS N OF THEIR LIBRARY BUILDING.
 RJ0941'IT IS IN A ROCK AT THE EDGE OF THE WATER, 2 BY 1-1/2 FEET BY 1-1/2
 RJ0941'FEET HIGH.
 RJ0941'
 RJ0941'STATION MARK IS A SEMICIRCULAR HOLE 1/4 INCH DEEP IN THE TOP OF THE
 RJ0941'ROCK.
 RJ0941
 RJ0941                          STATION RECOVERY (1958)
 RJ0941
 RJ0941'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1295 ***********************************************************************
 NF1295  DESIGNATION -  DUDLEY
 NF1295  PID         -  NF1295
 NF1295  STATE/COUNTY-  MI/INGHAM
 NF1295  USGS QUAD   -  MASON (1970)
 NF1295
 NF1295                         *CURRENT SURVEY CONTROL
 NF1295  ___________________________________________________________________
 NF1295* NAD 83(1994)-  42 31 21.94274(N)    084 28 17.58112(W)     ADJUSTED  
 NF1295* NAVD 88     -       309.9    (meters)    1017.     (feet)  VERTCON   
 NF1295  ___________________________________________________________________
 NF1295  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NF1295  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NF1295
 NF1295  HORZ ORDER  -  FIRST
 NF1295
 NF1295.The horizontal coordinates were established by classical geodetic methods
 NF1295.and adjusted by the National Geodetic Survey in February 1997..
 NF1295
 NF1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1295
 NF1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1295
 NF1295.The geoid height was determined by GEOID03.
 NF1295
 NF1295;                    North         East     Units Scale Factor Converg.
 NF1295;SPC MI S     -   113,611.116 3,991,382.429   MT  0.99992675   -0 04 17.0
 NF1295;SPC MI S     -   372,739.88 13,095,086.71   iFT  0.99992675   -0 04 17.0
 NF1295;UTM  16      - 4,710,918.829   707,683.500   MT  1.00013070   +1 42 34.4
 NF1295
 NF1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1295!SPC MI S     -   0.99995672  x   0.99992675  =   0.99988347
 NF1295!UTM  16      -   0.99995672  x   1.00013070  =   1.00008741
 NF1295
 NF1295:                Primary Azimuth Mark                     Grid Az
 NF1295:SPC MI S     -  DUDLEY AZ MK 1976                        080 17 34.8
 NF1295:UTM  16      -  DUDLEY AZ MK 1976                        078 30 43.4
 NF1295
 NF1295|---------------------------------------------------------------------|
 NF1295| PID    Reference Object                     Distance      Geod. Az  |
 NF1295|                                                           dddmmss.s |
 NF1295| NF1299 DUDLEY AZ MK 1976                   APPROX. 0.9 KM 0801317.8 |
 NF1295| CG9992 DUDLEY RM 1                          62.155 METERS 23736     |
 NF1295| CG9993 DUDLEY RM 2                          55.129 METERS 28835     |
 NF1295|---------------------------------------------------------------------|
 NF1295
 NF1295                          SUPERSEDED SURVEY CONTROL
 NF1295
 NF1295  NAD 83(1986)-  42 31 21.94242(N)    084 28 17.60115(W) AD(       ) 1
 NF1295  NAD 27      -  42 31 21.80952(N)    084 28 17.69192(W) AD(       ) 1
 NF1295  NGVD 29 (07/19/86)  310.0    (m)         1017.     (f) VERT ANG       
 NF1295
 NF1295.Superseded values are not recommended for survey control.
 NF1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1295.See file dsdata.txt to determine how the superseded data were derived.
 NF1295
 NF1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0768310919(NAD 83)
 NF1295_MARKER: DS = TRIANGULATION STATION DISK
 NF1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1295_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1295
 NF1295  HISTORY     - Date     Condition        Report By
 NF1295  HISTORY     - 1976     MONUMENTED       NGS
 NF1295  HISTORY     - 20060429 MARK NOT FOUND   USPSQD
 NF1295
 NF1295                          STATION DESCRIPTION
 NF1295
 NF1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1295'STATION IS LOCATED ABOUT 9-1/2 MILES EAST-NORTHEAST OF EATON
 NF1295'RAPIDS, 5-1/2 MILES NORTH-NORTHWEST OF LESLIE, 4-1/4 MILES
 NF1295'SOUTH-SOUTHWEST OF MASON.  IT IS IN THE NE 1/4 OF SECTION 31, T 2
 NF1295'N, R 1 W AND ON A ROCK KNOLL THAT IS THE PROPERTY OF MR. DARWIN D.
 NF1295'DUDLEY, ADDRESS 1825 DARLING, MASON, MICHIGAN, PHONE NUMBER
 NF1295'517-351-7497 EAST LANSING OR 517-676-1441 MASON.
 NF1295'
 NF1295'TO REACH FROM THE BARNES ROAD EXIT ABOUT 4 MILES SOUTH OF MASON ON
 NF1295'U.S. HIGHWAY 127, GO WEST ON BARNES ROAD FOR 0.7 MILE TO THE AZIMUTH
 NF1295'MARK ON THE RIGHT, NORTH SIDE OF ROAD.  CONTINUE WEST ON BARNES
 NF1295'ROAD FOR 0.15 MILE TO THE JUNCTION WITH TURTLE ROAD, CONTINUE
 NF1295'WEST ON BARNES ROAD FOR 0.6 MILES TO A DRIVEWAY ON THE LEFT.
 NF1295'TURN LEFT AND GO SOUTH ON DRIVEWAY AND DIM TRACK ROAD THAT PASSES
 NF1295'TO THE WEST SIDE OF BARN, FOLLOW TRACK ROAD SOUTH AND EAST FOR 0.1
 NF1295'MILE TO TOP OF KNOLL AND STATION.
 NF1295'
 NF1295'STATION MARKS ARE STANDARD DISKS STAMPED DUDLEY 1976.  THE SURFACE
 NF1295'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1295'THAT IS 18 INCHES BELOW THE GROUND SURFACE.  IT IS ON THE SOUTH
 NF1295'SIDE OF OLD GRAVEL PIT AND ON TOP OF SMALL KNOLL, 90 FEET NORTH OF
 NF1295'THE NORTH EDGE OF A LARGE PILE OF ROCKS.  THE UNDERGROUND DISK
 NF1295'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 45 INCHES BELOW
 NF1295'THE GROUND SURFACE.
 NF1295'
 NF1295'REFERENCE MARK 1, A STANDARD DISK STAMPED DUDLEY NO 1 1976, IS SET
 NF1295'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 NF1295'FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET WEST OF METAL WITNESS
 NF1295'POST WITH SIGN ATTACHED AND 1 FOOT WEST OF FENCELINE.
 NF1295'
 NF1295'REFERENCE MARK 2, A STANDARD DISK STAMPED DUDLEY NO 2 1976, IS SET
 NF1295'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 NF1295'FLUSH WITH THE GROUND SURFACE.  IT IS 10 FEET SOUTH-SOUTHWEST OF A
 NF1295'LARGE CONCRETE SLAB, 2 FEET SOUTH OF A METAL WITNESS POST WITH
 NF1295'SIGN ATTACHED AND 1 FOOT EAST OF FENCELINE.
 NF1295'
 NF1295'AZIMUTH MARK, A STANDARD DISK STAMPED DUDLEY 1976, IS SET IN THE
 NF1295'TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS SET FLUSH WITH THE
 NF1295'GROUND SURFACE.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 NF1295'SURFACED ROAD, 5.5 FEET WEST OF POWERLINE POLE AND 3.5 FEET EAST
 NF1295'OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1295'
 NF1295'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1295'
 NF1295'NEAREST TOWN--MASON.
 NF1295'
 NF1295'HEIGHT OF LIGHT ABOVE STATION MARK 26.6 METERS.
 NF1295
 NF1295                          STATION RECOVERY (2006)
 NF1295
 NF1295'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 NF1295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1299 ***********************************************************************
 NF1299  DESIGNATION -  DUDLEY AZ MK 1976
 NF1299  PID         -  NF1299
 NF1299  STATE/COUNTY-  MI/INGHAM
 NF1299  USGS QUAD   -  MASON (1970)
 NF1299
 NF1299                         *CURRENT SURVEY CONTROL
 NF1299  ___________________________________________________________________
 NF1299* NAD 83(1994)-  42 31 27.10241(N)    084 27 37.09103(W)     ADJUSTED  
 NF1299* NAVD 88     -       300.3    (meters)     985.     (feet)  VERTCON   
 NF1299  ___________________________________________________________________
 NF1299  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 NF1299  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NF1299
 NF1299  HORZ ORDER  -  SECOND
 NF1299
 NF1299.The horizontal coordinates were established by classical geodetic methods
 NF1299.and adjusted by the National Geodetic Survey in February 1997..
 NF1299
 NF1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1299
 NF1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1299
 NF1299.The geoid height was determined by GEOID03.
 NF1299
 NF1299;                    North         East     Units Scale Factor Converg.
 NF1299;SPC MI S     -   113,769.224 3,992,306.715   MT  0.99992660   -0 03 49.4
 NF1299;SPC MI S     -   373,258.61 13,098,119.14   iFT  0.99992660   -0 03 49.4
 NF1299;UTM  16      - 4,711,105.624   708,602.615   MT  1.00013541   +1 43 01.9
 NF1299
 NF1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1299!SPC MI S     -   0.99995822  x   0.99992660  =   0.99988482
 NF1299!UTM  16      -   0.99995822  x   1.00013541  =   1.00009363
 NF1299
 NF1299|---------------------------------------------------------------------|
 NF1299| PID    Reference Object                     Distance      Geod. Az  |
 NF1299|                                                           dddmmss.s |
 NF1299| NF1300 DUDLEY AZ MK A PT 1976                7.680 METERS 11724     |
 NF1299| NF1295 DUDLEY                              APPROX. 0.9 KM 2601345.1 |
 NF1299|---------------------------------------------------------------------|
 NF1299
 NF1299                          SUPERSEDED SURVEY CONTROL
 NF1299
 NF1299  NAD 83(1986)-  42 31 27.10209(N)    084 27 37.11108(W) AD(       ) 2
 NF1299  NAD 27      -  42 31 26.96918(N)    084 27 37.20316(W) AD(       ) 2
 NF1299  NGVD 29 (07/19/86)  300.4    (m)          986.     (f) VERT ANG       
 NF1299
 NF1299.Superseded values are not recommended for survey control.
 NF1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1299.See file dsdata.txt to determine how the superseded data were derived.
 NF1299
 NF1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0860311106(NAD 83)
 NF1299_MARKER: DZ = AZIMUTH MARK DISK
 NF1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1299+STABILITY: SURFACE MOTION
 NF1299
 NF1299  HISTORY     - Date     Condition        Report By
 NF1299  HISTORY     - 1976     MONUMENTED       NGS
 NF1299
 NF1299                          STATION DESCRIPTION
 NF1299
 NF1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1299'STATION MARK, A STANDARD DISK STAMPED DUDLEY 1976, IS SET IN THE TOP
 NF1299'OF A 12-INCH CYLINDRICAL MONUMENT THAT IS SET FLUSH WITH THE
 NF1299'GROUND SURFACE.  IT IS 33 FEET NORTH OF THE APPROXIMATE CENTER OF
 NF1299'SURFACED ROAD, 5.5 FEET WEST OF POWERLINE POLE AND 3.5 FEET EAST
 NF1299'OF METAL WITNESS POST WITH SIGN ATTACHED.
 NF1299'
 NF1299'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1054 ***********************************************************************
 RJ1054  DESIGNATION -  DUKE RESET
 RJ1054  PID         -  RJ1054
 RJ1054  STATE/COUNTY-  MI/CHIPPEWA
 RJ1054  USGS QUAD   -  DAFTER (1975)
 RJ1054
 RJ1054                         *CURRENT SURVEY CONTROL
 RJ1054  ___________________________________________________________________
 RJ1054* NAD 83(1994)-  46 15 32.55815(N)    084 26 17.23761(W)     ADJUSTED  
 RJ1054* NAVD 88     -       241.5    (meters)     792.     (feet)  GPS OBS   
 RJ1054  ___________________________________________________________________
 RJ1054  X           -     428,167.028 (meters)                     COMP
 RJ1054  Y           -  -4,396,906.256 (meters)                     COMP
 RJ1054  Z           -   4,585,350.685 (meters)                     COMP
 RJ1054  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 RJ1054  ELLIP HEIGHT-         205.17  (meters)          (07/12/02) GPS OBS
 RJ1054  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 RJ1054
 RJ1054  HORZ ORDER  -  FIRST
 RJ1054  ELLP ORDER  -  FOURTH    CLASS II
 RJ1054
 RJ1054.The horizontal coordinates were established by GPS observations
 RJ1054.and adjusted by the National Geodetic Survey in September 1995..
 RJ1054
 RJ1054.The orthometric height was determined by GPS observations and a
 RJ1054.high-resolution geoid model.
 RJ1054
 RJ1054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1054
 RJ1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1054
 RJ1054.The ellipsoidal height was determined by GPS observations
 RJ1054.and is referenced to NAD 83.
 RJ1054
 RJ1054.The geoid height was determined by GEOID03.
 RJ1054
 RJ1054;                    North         East     Units Scale Factor Converg.
 RJ1054;SPC MI N     -   167,207.582 8,197,469.865   MT  0.99990294   +1 51 06.1
 RJ1054;SPC MI N     -   548,581.31 26,894,586.17   iFT  0.99990294   +1 51 06.1
 RJ1054;UTM  16      - 5,126,019.836   697,441.597   MT  1.00007923   +1 51 05.3
 RJ1054
 RJ1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1054!SPC MI N     -   0.99996784  x   0.99990294  =   0.99987078
 RJ1054!UTM  16      -   0.99996784  x   1.00007923  =   1.00004707
 RJ1054
 RJ1054|---------------------------------------------------------------------|
 RJ1054| PID    Reference Object                     Distance      Geod. Az  |
 RJ1054|                                                           dddmmss.s |
 RJ1054| CH1076 DUKE FIELD STONE NE                  72.100 METERS 05513     |
 RJ1054| CH1075 DUKE AZ MK                                         0851746.9 |
 RJ1054| CH1077 DUKE RM 2                            45.065 METERS 17641     |
 RJ1054| RJ0990 KINCHELOE AFB CONTROL TOWER         APPROX. 2.2 KM 2284755.9 |
 RJ1054| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.29.0 KM 2465807.1 |
 RJ1054| RJ1101 RUDYARD BELL TEL CO MICROWAVE       APPROX.11.0 KM 2592152.0 |
 RJ1054| RJ1055 KINCHELOE AFB SOUTH WATER TANK      APPROX. 2.4 KM 2810551.1 |
 RJ1054| RJ1122 RACO AFB WATER TANK                 APPROX.30.1 KM 2892757.9 |
 RJ1054| RJ1097 KINROSS LOOKOUT TOWER               APPROX. 6.4 KM 2923300.4 |
 RJ1054| CH1078 DUKE FIELD STONE NW                  62.093 METERS 31243     |
 RJ1054|---------------------------------------------------------------------|
 RJ1054
 RJ1054                          SUPERSEDED SURVEY CONTROL
 RJ1054
 RJ1054  ELLIP H (09/20/95)  205.19   (m)                       GP(       ) 1 2
 RJ1054  NAD 83(1986)-  46 15 32.54928(N)    084 26 17.23316(W) AD(       ) 1
 RJ1054  NAD 27      -  46 15 32.47980(N)    084 26 17.09030(W) AD(       ) 1
 RJ1054  NGVD 29 (06/18/92)  241.4    (m)          792.     (f) GPS OBS        
 RJ1054
 RJ1054.Superseded values are not recommended for survey control.
 RJ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1054.See file dsdata.txt to determine how the superseded data were derived.
 RJ1054
 RJ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9744226020(NAD 83)
 RJ1054_MARKER: DD = SURVEY DISK
 RJ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1054_STAMPING: DUKE USLS 1893 AMS 1950
 RJ1054_MARK LOGO: USE   
 RJ1054_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1054+STABILITY: SURFACE MOTION
 RJ1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1054+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1994
 RJ1054
 RJ1054  HISTORY     - Date     Condition        Report By
 RJ1054  HISTORY     - 1950     MONUMENTED       AMS
 RJ1054  HISTORY     - 1921     SEE DESCRIPTION  CGS
 RJ1054  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1054  HISTORY     - 1950     SEE DESCRIPTION  USLS
 RJ1054  HISTORY     - 1961     SEE DESCRIPTION  USLS
 RJ1054  HISTORY     - 1962     SEE DESCRIPTION  USLS
 RJ1054  HISTORY     - 1978     GOOD             NGS
 RJ1054  HISTORY     - 1988     GOOD             USE
 RJ1054  HISTORY     - 19890829 GOOD             NGS
 RJ1054  HISTORY     - 19910502 GOOD             NOS
 RJ1054  HISTORY     - 19940616 GOOD             NGS
 RJ1054
 RJ1054                          STATION DESCRIPTION
 RJ1054
 RJ1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1921
 RJ1054'IN NE 1/4 NW 1/4 SEC. 33 T. 44 N., R. 1 W.  MARKED BY 3/8 INCH HOLE
 RJ1054'BETWEEN LETTERS U.S. IN
 RJ1054'TOP OF STONE, 6 INCHES SQUARE AND 2 FEET LONG,
 RJ1054'4 FEET BELOW SURFACE OF GROUND.
 RJ1054'REFERENCE MARKS ARE CROSSES ON TOPS OF
 RJ1054'TWO FIELD STONES WITH LETTERS U.S. ON SIDES TOWARD
 RJ1054'STATION, AND ARE 344
 RJ1054'FEET APART, AND EACH 33 FEET NORTH OF NORTH LINE OF SECTION 33.  ONE
 RJ1054'IS 203.7 FEET FROM
 RJ1054'STATION ON BEARING N. 46 DEG. 30 MIN. W., OTHER IS 236.75 FEET
 RJ1054'DISTANT ON BEARING N. 55 DEG. E.
 RJ1054'WITNESS MARKS ARE AT FOLLOWING DISTANCES AND
 RJ1054'BEARINGS FROM STATION- 36-INCH PINE STUMP 59.5 FEET,
 RJ1054'S. 48 DEG. W., 15-INCH PINE
 RJ1054'TREE, NEAR ROAD, 173 FEET, N. 21 DEG. E.  AZIMUTH FROM STATION TO
 RJ1054'NORTH QUARTER CORNER, SEC.
 RJ1054'33 T. 44 N., R. 1. W, IS 259 DEG. 04 MIN. 26 SEC., AND AZIMUTH TO
 RJ1054'NORTH PEAK OF SCHOOL IS 269 DEG. 46
 RJ1054'MIN. 06 SEC.
 RJ1054
 RJ1054                          STATION RECOVERY (1949)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1054'STATION RECOVERED IN GOOD CONDITION.  LOCATED 15
 RJ1054'MI. S OF SAULT
 RJ1054'STE. MARIE, IN AN OPEN FIELD, 93 FT. S OF AN E-W ROAD, AND
 RJ1054'1.4 MI. E OF THE KINROSS AIRPORT
 RJ1054'ENTRANCE ROAD.  ROAD TO THE STATION IS
 RJ1054'8.8 MI. S OF THE JUNCTION OF M-28 AND U.S. HIGHWAY
 RJ1054'2.  MARKED WITH A 3/8
 RJ1054'IN. DRILL HOLE BETWEEN THE LETTERS US CUT IN THE 6-IN. SQUARE TOP OF
 RJ1054'A 2-FT. LONG CUT
 RJ1054'STONE MONUMENT 4 FT. BELOW GROUND.
 RJ1054'
 RJ1054'REFERENCE MONUMENT 1 IS A 12-BY 13- BY 13-IN. TRIANGULAR-SHAPED FIELD
 RJ1054'STONE WITH A 2-IN.
 RJ1054'CROSS CUT IN BETWEEN THE LETTERS US, 6 IN. ABOVE
 RJ1054'GROUND, 44 FT. N OF THE CENTERLINE OF
 RJ1054'THE ROAD, BEARS N 55 DEG. 00 MIN. E, 236.56 FT.
 RJ1054'FROM THE STATION.
 RJ1054'
 RJ1054'REFERENCE MONUMENT 2 IS A 6-IN. CONCRETE POST 48 IN. LONG WITH A
 RJ1054'BRONZE DISK ON
 RJ1054'TOP, 6 IN. ABOVE GROUND, 240 FT. FROM THE CENTERLINE OF THE
 RJ1054'ROAD, BEARS S 3 DEG. 32 MIN. E,
 RJ1054'147.87 FT. FROM THE STATION.
 RJ1054'
 RJ1054'REFERENCE MONUMENT 3 IS A 10-1/2- BY 14-IN. FIELD STONE WITH A 2-IN.
 RJ1054'CROSS, 6 IN. ABOVE
 RJ1054'GROUND, 43 FT. N OF THE CENTERLINE OF THE ROAD, BEARS
 RJ1054'N 47 DEG. 30 MIN. W, 203.75 FT. FROM
 RJ1054'THE STATION.
 RJ1054'
 RJ1054'NE CORNER SECTION 33 BEARS N 88 DEG. 51 MIN. E, 3107.0 FT. FROM THE
 RJ1054'STATION.
 RJ1054'
 RJ1054'4-IN. TRIANGULAR-BLAZED 14-IN. MAPLE TREE 578 FT. FROM THE STATION
 RJ1054'IN AZIMUTH 28 DEG.
 RJ1054'
 RJ1054'5-IN. TRIANGULAR-BLAZED 13-IN. OAK TREE 470.5 FT. FROM THE STATION
 RJ1054'IN AZIMUTH 306
 RJ1054'DEG. 30 MIN.
 RJ1054'
 RJ1054'TO REACH THE STATION FROM U.S. HIGHWAY 2 AND M-129 IN SAULT STE.
 RJ1054'MARIE GO S ON M-129
 RJ1054'FOR 15 MI. TO THE JUNCTION WITH A ROAD RIGHT, TURN RIGHT FOR
 RJ1054'3.7 MI. TO THE STATION.
 RJ1054
 RJ1054                          STATION RECOVERY (1950)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1950
 RJ1054'STATION MARK IS A STANDARD U.S. ENGINEERS TRIANGULATION
 RJ1054'DISK, STAMPED DUKE
 RJ1054'USLS 1893 SURFACE MK AMS 1950, AND SET IN THE TOP
 RJ1054'OF A 6- BY 6-INCH CONCRETE POST
 RJ1054'PROJECTING ABOUT 2 INCHES.  THIS MARK WAS
 RJ1054'SET BY A.M.S. IN 1950.
 RJ1054'
 RJ1054'RECOVERED UNDERGROUND MARK IS A 3/8-INCH HOLE BETWEEN LETTERS U.S.
 RJ1054'IN THE TOP OF A 6-
 RJ1054'BY 6-INCH STONE MONUMENT (4.0 FEET DEEP.) STATION WAS
 RJ1054'RECOVERED AS DESCRIBED EXCEPT WITH
 RJ1054'THE FOLLOWIING CORRECTIONS-
 RJ1054'
 RJ1054'IN THE TO REACH DESCRIPTION, IT CALLS FOR 3.7 MILES E OF THE JUNCTION
 RJ1054'OF M129 AND A ROAD
 RJ1054'E.  THIS SHOULD READ 3.7 MILES W FROM THE JUNCTION
 RJ1054'OF M129 AND A ROAD W.  STATION MARK
 RJ1054'AND AZIMUTH MARK WERE ESTABLISHED.
 RJ1054'
 RJ1054'STATION IS ABOUT 17 MILES (AIRLINE) S OF SAULT STE. MARIE AND 8.5
 RJ1054'MILES (AIRLINE)
 RJ1054'ENE OF RUDYARD.  THE AZIMUTH MARK IS ABOUT 0.25 MILE E OF
 RJ1054'THE STATION, 54.0 FEET W OF A
 RJ1054'POWER POLE, AND 24.0 FEET N OF THE CENTER
 RJ1054'LINE OF E-W ROAD.
 RJ1054'
 RJ1054'AZIMUTH MARK IS 3.0 FEET S OF THE FENCE LINE.  IT IS A STANDARD
 RJ1054'U.S.E.  REFERENCE
 RJ1054'MARK DISK, SET IN THE TOP OF A 6- BY 6-INCH CONCRETE POST,
 RJ1054'AND STAMPED DUKE AZIMUTH AMS
 RJ1054'1950.
 RJ1054'
 RJ1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N 93 FEET TO E-W ROAD.
 RJ1054'TURN RIGHT AND GO
 RJ1054'E ABOUT 0.25 MILE TO THE AZIMUTH MARK ON LEFT AS DESCRIBED.
 RJ1054'
 RJ1054'GRID GEODETIC AZIMUTH FROM AZIMUTH MARK AMS TO STATION IS 83 DEG. 27
 RJ1054'MIN. 00.3 SEC.
 RJ1054
 RJ1054                          STATION RECOVERY (1961)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1961 (CAA)
 RJ1054'STATION IS LOCATED ABOUT 17 MILES SOUTH OF SAULT STE. MARIE, ABOUT
 RJ1054'4.0 MILES WEST OF
 RJ1054'STATE ROUTE 129, ABOUT 2.0 MILES EAST-SOUTHEAST OF
 RJ1054'KINROSS AND ABOUT 1-1/2 MILES EAST
 RJ1054'OF THE ADMINISTRATION BUILDING AT
 RJ1054'KINCHELOE AIR FORCE BASE.
 RJ1054'
 RJ1054'TO REACH FROM THE 4-WAY STOP (TONE ROAD AND WILSON ROAD), AT
 RJ1054'KINCHELOE AIR
 RJ1054'FORCE BASE, GO EAST ON TONE ROAD FOR 1.4 MILES TO STATION
 RJ1054'ON SOUTH SIDE OF ROAD IN FIELD.
 RJ1054'
 RJ1054'STATION MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED DUKE U.S.L.S.
 RJ1054'1893 A.M.S. 1950,
 RJ1054'IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST
 RJ1054'WHICH PROJECTS ABOUT 2 INCHES.  THE
 RJ1054'MARK IS 109 FEET SOUTHEAST OF A
 RJ1054'15 INCH TRIANGLE BLAZED TREE, 98 FEET SOUTHEAST OF A
 RJ1054'TELEPHONE POLE,
 RJ1054'94 FEET SOUTH OF THE CENTER OF ROAD AND 3 FEET NORTH OF THE WITNESS
 RJ1054'POST.
 RJ1054'
 RJ1054'REFERENCE MARK 1 IS A 12-BY-13-BY-12 INCH TRIANGULAR SHAPED FIELD
 RJ1054'STONE WITH A 2
 RJ1054'INCH CROSS CUT BETWEEN THE LETTERS US, PROJECTS ABOUT
 RJ1054'6 INCHES ABOVE THE GROUND.  THE
 RJ1054'MARK IS 45 FEET NORTH OF THE CENTER OF
 RJ1054'ROAD AND 2.5 FEET SOUTHWEST OF THE WITNESS POST.
 RJ1054'
 RJ1054'REFERENCE MARK 2 IS A U.S. CORPS OF ENGINEERS DISK STAMPED DUKE
 RJ1054'NO. 2 1894, IS SET
 RJ1054'IN THE TOP OF A 6 INCH, ROUND CONCRETE POST WHICH IS
 RJ1054'SET FLUSH WITH THE SURFACE OF THE
 RJ1054'GROUND.  THE MARK IS 242 FEET SOUTH
 RJ1054'OF THE CENTER OF ROAD AND 1.5 FEET NORTHEAST OF THE
 RJ1054'WITNESS POST.
 RJ1054'
 RJ1054'REFERENCE MARK 3 IS A 10 1/2-BY-14 INCH FIELD STONE WITH A 2 INCH
 RJ1054'CROSS BETWEEN THE
 RJ1054'LETTERS US.  THE MARK PROJECTS ABOUT 6 INCHES AND IS
 RJ1054'45 FEET NORTH OF THE CENTER OF
 RJ1054'ROAD, 23 FEET NORTH-NORTHEAST OF A
 RJ1054'TRIANGULAR BLAZED POWER POLE AND 2 FEET SOUTH OF
 RJ1054'THE WITNESS POST.
 RJ1054'
 RJ1054'AZIMUTH MARK IS A U.S. CORPS OF ENGINEERS DISK STAMPED DUKE AZIMUTH
 RJ1054'MARK A.M.S. 1950,
 RJ1054'IS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST WHICH
 RJ1054'PROJECTS ABOUT 2 INCHES.  THE MARK
 RJ1054'IS 56 FEET WEST OF A POWER POLE, 28 FEET
 RJ1054'NORTH OF THE CENTER OF ROAD AND 2.5 FEET SOUTH OF THE
 RJ1054'FENCE.
 RJ1054'
 RJ1054'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON TONE ROAD FOR
 RJ1054'0.2 MILE TO THE
 RJ1054'AZIMUTH MARK ON LEFT AS DESCRIBED.
 RJ1054'
 RJ1054'NOTE- FROM THE ARMY MAP SERVICE RECOVERY NOTE OF 1950, THEY RECOVERED
 RJ1054'A UNDERGROUND MARK
 RJ1054'WHICH IS A 3/8 INCH HOLE BETWEEN LETTERS US IN THE
 RJ1054'TOP OF A 6-BY-6 INCH STONE MONUMENT
 RJ1054'(4.0 FEET DEEP).
 RJ1054
 RJ1054                          STATION RECOVERY (1962)
 RJ1054
 RJ1054'RECOVERY NOTE BY US LAKE SURVEY 1962 (RCY)
 RJ1054'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 2 WERE
 RJ1054'RECOVERED IN GOOD CONDITION
 RJ1054'AS DESCRIBED.
 RJ1054'
 RJ1054'REFERENCE MARKS 1 AND 3 HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.
 RJ1054'
 RJ1054'THE POLE LINE MENTIONED IN THE 1961 DESCRIPTION HAS BEEN MOVED SOUTH
 RJ1054'OF THE STATION.
 RJ1054'
 RJ1054'THE STATION IS 40 FEET NORTH OF A TELEPHONE POLE.  A NEW ROAD
 RJ1054'INTERSECTION IS BEING
 RJ1054'CONSTRUCTED ABOUT 300 FEET NORTH OF THE STATION.
 RJ1054
 RJ1054                          STATION RECOVERY (1978)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 RJ1054'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RJ1054'
 RJ1054'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES SOUTH OF
 RJ1054'SAULT STE MARIE.
 RJ1054
 RJ1054                          STATION RECOVERY (1988)
 RJ1054
 RJ1054'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ1054'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 RJ1054
 RJ1054                          STATION RECOVERY (1989)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RJ1054'THE STATION IS LOCATED ABOUT 24.2 KM (15.05 MI) SOUTH OF SAULT STE
 RJ1054'MARIE, 12.0 KM (7.45 MI) EAST-NORTHEAST OF RUDYARD AND 11.1 KM
 RJ1054'(6.90 MI) NORTH OF THE MACKINAC COUNTY LINE.  OWNERSHIP---DEPARTMENT
 RJ1054'OF TRANSPORTATION.
 RJ1054'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 RJ1054'TONE ROAD (EXIT 378), ABOUT 1.6 KM (1.00 MI) EAST OF KINROSS, GO
 RJ1054'EASTERLY FOR 4.2 KM (2.60 MI) ON TONE ROAD TO A FOUR WAY STOP.
 RJ1054'CONTINUE EAST FOR 2.25 KM (1.40 MI) ON TONE ROAD TO THE STATION ON THE
 RJ1054'RIGHT IN THE TOP OF A BERM, ABOUT 2.4 M (7.9 FT) ABOVE THE ROAD.
 RJ1054'THE STATION IS A STANDARD USE DISK SET IN THE TOP OF A 16 CM SQUARE
 RJ1054'CONCRETE MONUMENT PROJECTING 4 CM ABOVE GROUND.  LOCATED 24.3 M
 RJ1054'(79.7 FT) SOUTH FROM THE SOUTH EDGE OF TONE ROAD, 12.2 M (40.0 FT)
 RJ1054'NORTH-NORTHEAST FROM A UTILITY POLE NUMBERED E 10, WITH A WITNESS SIGN
 RJ1054'ATTACHED AND 1.6 M (5.2 FT) WEST FROM THE TOP CENTER OF A PILE OF
 RJ1054'ROCKS PROJECTING 0.3 M (1.0 FT) ABOVE GROUND.
 RJ1054'DESCRIBED BY K.L. FANCHER.
 RJ1054
 RJ1054                          STATION RECOVERY (1991)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 RJ1054'RECOVERED IN GOOD CONDITION.
 RJ1054
 RJ1054                          STATION RECOVERY (1994)
 RJ1054
 RJ1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ1054'NOTE--STATION HAS GPS HORIZON BLOCKAGE OF 25 DEGREES TO THE
 RJ1054'SOUTH-SOUTHEAST AND SOUTH.  STATION IS LOCATED ABOUT 23 KM (14.30 MI)
 RJ1054'SOUTH OF SAULT STE MARIE, 12 KM (7.45 MI) EAST-NORTHEAST OF RUDYARD, 2
 RJ1054'KM (1.25 MI) EAST OF THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT, ALONG
 RJ1054'A PAVED ROAD, AT A UTILITY LINE CROSSING, ON THE RIGHT-OF-WAY, IN THE
 RJ1054'NORTHWEST 1/4 OF SECTION 33, T 44 N, R 1 W.  OWNERSHIP--STATE
 RJ1054'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE UNDERPASS AT EXIT 378
 RJ1054'OF INTERSTATE HIGHWAY 75 (KINROSS EXIT) , ABOUT 10 KM (6.20 MI)
 RJ1054'NORTHEAST OF RUDYARD, GO EAST ON TONE ROAD FOR 4.08 KM (2.55 MI) TO A
 RJ1054'CROSSROAD AT STOP SIGN (WATER TOWER ROAD) AND AIRPORT ENTRANCE ON THE
 RJ1054'RIGHT.  CONTINUE AHEAD FOR 2.11 KM (1.30 MI) TO A FORK.  CONTINUE
 RJ1054'AHEAD, EAST, ON TONE ROAD FOR 0.19 KM (0.10 MI) TO TOP OF RISE AND THE
 RJ1054'STATION ON THE RIGHT.  STATION PROJECTS 5 CM ABOVE GROUND.  IT IS 27.8
 RJ1054'M (91.2 FT) SOUTH OF, AND 1 M (3.3 FT) HIGHER THAN THE ROAD CENTER,
 RJ1054'12.1 M (39.7 FT) NORTH-NORTHEAST OF UTILITY POLE E 10, 0.6 M (2.0 FT)
 RJ1054'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST, AND 5.5 M (18.0 FT)
 RJ1054'SOUTHEAST OF THE CENTER OF A TRACK ROAD IN A CURVE. DESCRIBED BY G.R.
 RJ1054'HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0502 ***********************************************************************
 RK0502  DESIGNATION -  DUKES LOOKOUT TOWER
 RK0502  PID         -  RK0502
 RK0502  STATE/COUNTY-  MI/MARQUETTE
 RK0502  USGS QUAD   -  CARLSHEND (1985)
 RK0502
 RK0502                         *CURRENT SURVEY CONTROL
 RK0502  ___________________________________________________________________
 RK0502* NAD 83(1994)-  46 20 51.93232(N)    087 07 44.60373(W)     ADJUSTED  
 RK0502* NAVD 88     -                                                        
 RK0502  ___________________________________________________________________
 RK0502  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RK0502  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 RK0502
 RK0502  HORZ ORDER  -  THIRD
 RK0502
 RK0502.The horizontal coordinates were established by classical geodetic methods
 RK0502.and adjusted by the National Geodetic Survey in February 1997..
 RK0502
 RK0502
 RK0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0502
 RK0502.The geoid height was determined by GEOID03.
 RK0502
 RK0502;                    North         East     Units Scale Factor Converg.
 RK0502;SPC MI N     -   173,884.812 7,990,066.630   MT  0.99990343   -0 05 35.8
 RK0502;SPC MI N     -   570,488.23 26,214,129.36   iFT  0.99990343   -0 05 35.8
 RK0502;UTM  16      - 5,132,695.172   490,069.640   MT  0.99960121   -0 05 36.2
 RK0502
 RK0502                          SUPERSEDED SURVEY CONTROL
 RK0502
 RK0502  NAD 83(1986)-  46 20 51.92713(N)    087 07 44.60160(W) AD(       ) 4
 RK0502  NAD 27      -  46 20 52.13200(N)    087 07 44.07600(W) AD(       ) 3
 RK0502
 RK0502.Superseded values are not recommended for survey control.
 RK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0502.See file dsdata.txt to determine how the superseded data were derived.
 RK0502
 RK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS9007032695(NAD 83)
 RK0502_MARKER: 57 = LOOKOUT TOWER
 RK0502
 RK0502  HISTORY     - Date     Condition        Report By
 RK0502  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0502
 RK0502                          STATION DESCRIPTION
 RK0502
 RK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0502'THE STATION IS THE APEX OF THE METAL CABIN ATOP THE DUKES LOOKOUT
 RK0502'TOWER THAT IS LOCATED ABOUT 1 MILE EAST OF DUKES AND ON THE NORTH
 RK0502'SIDE OF STATE HIGHWAY 94 IN SECTION 25, T.46N., R.23W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1500 ***********************************************************************
 MC1500  DESIGNATION -  DUNDEE MUNICIPAL TANK
 MC1500  PID         -  MC1500
 MC1500  STATE/COUNTY-  MI/MONROE
 MC1500  USGS QUAD   -  DUNDEE (1972)
 MC1500
 MC1500                         *CURRENT SURVEY CONTROL
 MC1500  ___________________________________________________________________
 MC1500* NAD 83(1994)-  41 57 30.75576(N)    083 39 31.78464(W)     ADJUSTED  
 MC1500* NAVD 88     -                                                        
 MC1500  ___________________________________________________________________
 MC1500  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 MC1500  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 MC1500
 MC1500  HORZ ORDER  -  THIRD
 MC1500
 MC1500.The horizontal coordinates were established by classical geodetic methods
 MC1500.and adjusted by the National Geodetic Survey in February 1997..
 MC1500
 MC1500
 MC1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1500
 MC1500.The geoid height was determined by GEOID03.
 MC1500
 MC1500;                    North         East     Units Scale Factor Converg.
 MC1500;SPC MI S     -    51,181.839 4,058,684.384   MT  1.00003649   +0 28 54.1
 MC1500;SPC MI S     -   167,919.42 13,315,893.65   iFT  1.00003649   +0 28 54.1
 MC1500;UTM  17      - 4,648,592.956   279,650.714   MT  1.00019749   -1 46 42.2
 MC1500
 MC1500                          SUPERSEDED SURVEY CONTROL
 MC1500
 MC1500  NAD 83(1986)-  41 57 30.76620(N)    083 39 31.80601(W) AD(       ) 4
 MC1500  NAD 27      -  41 57 30.60200(N)    083 39 32.03100(W) AD(       ) 3
 MC1500
 MC1500.Superseded values are not recommended for survey control.
 MC1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1500.See file dsdata.txt to determine how the superseded data were derived.
 MC1500
 MC1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7965148593(NAD 83)
 MC1500
 MC1500  HISTORY     - Date     Condition        Report By
 MC1500  HISTORY     - 1943     MONUMENTED       CGS
 MC1500
 MC1500                          STATION DESCRIPTION
 MC1500
 MC1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1500'STATION IS LOCATED ON THE NE CORNER OF VAN NEST AND YPSILANTI
 MC1500'STREETS IN THE
 MC1500'VILLAGE OF DUNDEE.  IT IS A FOUR-LEGGED STEEL STRUCTURE,
 MC1500'PAINTED SILVER AND THE LEGEND
 MC1500'DUNDEE PAINTED IN LARGE BLACK
 MC1500'LETTERS ON THE N AND S SIDES OF THE TANK.  THE
 MC1500'POINT OBSERVED ON WAS
 MC1500'THE ROD ON THE CENTER OF THE ROOF OF THE TANK.
 MC1500'
 MC1500'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1501 ***********************************************************************
 MC1501  DESIGNATION -  DUNDEE RESET
 MC1501  PID         -  MC1501
 MC1501  STATE/COUNTY-  MI/MONROE
 MC1501  USGS QUAD   -  DUNDEE (1972)
 MC1501
 MC1501                         *CURRENT SURVEY CONTROL
 MC1501  ___________________________________________________________________
 MC1501* NAD 83(1994)-  41 55 28.20124(N)    083 40 13.06150(W)     ADJUSTED  
 MC1501* NAVD 88     -       207.28   (+/-2cm)     680.1    (feet)  VERTCON   
 MC1501  ___________________________________________________________________
 MC1501  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 MC1501  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 MC1501
 MC1501  HORZ ORDER  -  FIRST
 MC1501  VERT ORDER  -  THIRD ? (See Below)
 MC1501
 MC1501.The horizontal coordinates were established by classical geodetic methods
 MC1501.and adjusted by the National Geodetic Survey in February 1997..
 MC1501
 MC1501.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1501.The vertical order pertains to the NGVD 29 superseded value.
 MC1501
 MC1501.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1501
 MC1501.The geoid height was determined by GEOID03.
 MC1501
 MC1501;                    North         East     Units Scale Factor Converg.
 MC1501;SPC MI S     -    47,392.664 4,057,765.092   MT  1.00004616   +0 28 26.0
 MC1501;SPC MI S     -   155,487.74 13,312,877.60   iFT  1.00004616   +0 28 26.0
 MC1501;SPC OH N     -   251,387.357   502,923.610   MT  1.00005102   -0 46 07.8
 MC1501;UTM  17      - 4,644,842.374   278,582.581   MT  1.00020331   -1 47 05.6
 MC1501
 MC1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1501!SPC MI S     -   0.99997299  x   1.00004616  =   1.00001915
 MC1501!SPC OH N     -   0.99997299  x   1.00005102  =   1.00002401
 MC1501!UTM  17      -   0.99997299  x   1.00020331  =   1.00017629
 MC1501
 MC1501:                Primary Azimuth Mark                     Grid Az
 MC1501:SPC MI S     -  DUNDEE ST JOHNS EVAN LUTH CH             007 46 09.7
 MC1501:SPC OH N     -  DUNDEE ST JOHNS EVAN LUTH CH             009 00 43.5
 MC1501:UTM  17      -  DUNDEE ST JOHNS EVAN LUTH CH             010 01 41.3
 MC1501
 MC1501|---------------------------------------------------------------------|
 MC1501| PID    Reference Object                     Distance      Geod. Az  |
 MC1501|                                                           dddmmss.s |
 MC1501| MC1499 DUNDEE ST JOHNS EVAN LUTH CH        APPROX. 3.2 KM 0081435.7 |
 MC1501| MC1500 DUNDEE MUNICIPAL TANK               APPROX. 3.9 KM 0140639.7 |
 MC1501| CE5987 DUNDEE AZ MK                                       0400901.1 |
 MC1501| CE5989 DUNDEE RM 3                          62.542 METERS 07304     |
 MC1501| CE5990 DUNDEE RM 4                          14.760 METERS 09936     |
 MC1501| CE5988 DUNDEE RM                            34.092 METERS 16104     |
 MC1501| CE5991 DUNDEE RM 5                          16.590 METERS 17437     |
 MC1501| MC1502 PETERSBURG MUNICIPAL TANK           APPROX. 4.8 KM 2351818.2 |
 MC1501| MC1527 DEERFIELD MUNICIPAL TANK            APPROX. 9.8 KM 2463245.3 |
 MC1501| MC1526 DEERFIELD ST ALPHONSI CH SPIRE      APPROX. 9.8 KM 2474609.9 |
 MC1501|---------------------------------------------------------------------|
 MC1501
 MC1501                          SUPERSEDED SURVEY CONTROL
 MC1501
 MC1501  NAD 83(1986)-  41 55 28.21141(N)    083 40 13.08253(W) AD(       ) 1
 MC1501  NAD 27      -  41 55 28.04500(N)    083 40 13.30700(W) AD(       ) 1
 MC1501  NGVD 29 (07/19/86)  207.43   (m)          680.5    (f) LEVELING    3  
 MC1501
 MC1501.Superseded values are not recommended for survey control.
 MC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1501.See file dsdata.txt to determine how the superseded data were derived.
 MC1501
 MC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7858344842(NAD 83)
 MC1501_MARKER: DS = TRIANGULATION STATION DISK
 MC1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1501
 MC1501  HISTORY     - Date     Condition        Report By
 MC1501  HISTORY     - 1975     MONUMENTED       NGS
 MC1501  HISTORY     - 1980     GOOD             MIDH
 MC1501
 MC1501                          STATION DESCRIPTION
 MC1501
 MC1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 MC1501'THE STATION MARK, REFERENCE MARK 3, USLS RM AND THE AZIMUTH MARK
 MC1501'WERE FOUND IN GOOD CONDITION.  THE STATION MARK WAS LOWERED 14
 MC1501'INCHES BELOW THE GROUND SURFACE HOLDING THE ORIGINAL POSITION AND
 MC1501'THE UNDERGROUND MARK WAS RECOVERED.  REFERENCE MARKS 4 AND 5
 MC1501'WERE SET AND AFTER CHECKING THE ANGLE TO RM 3 AND USLS RM,
 MC1501'REFERENCE MARK 3 WAS REMOVED AT THE PROPERTY OWNERS REQUEST.  DUE
 MC1501'TO THE HEAVY TRAFFIC AND THE DISTANCE REFERENCE MARK 3 AND USLS RM
 MC1501'WERE NOT MEASURED.
 MC1501'
 MC1501'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHEAST OF PETERSBURG, 72
 MC1501'FEET WEST OF THE CENTERLINE OF DIXON RD., 41.5 FEET NORTH OF A METAL
 MC1501'WITNESS POST, 2.5 FEET WEST OF A METAL GUY WIRE ANCHOR IN A
 MC1501'CULTIVATED FIELD ON PROPERTY OF MR. FELLUS LLOYD.  THE MONUMENT IS
 MC1501'STAMPED DUNDEE 1879 1975.
 MC1501'
 MC1501'TO REACH THE STATION FROM THE OVERPASS OF DIXON RD. AND U.S. HIGHWAY
 MC1501'23 (ABOUT 2 MILES SOUTHWEST OF DUNDEE), GO SOUTHWEST ON DIXON RD.
 MC1501'FOR 0.25 MILE TO THE INTERSECTION OF LLOYD RD. ON THE RIGHT AND THE
 MC1501'AZIMUTH MARK ABOUT 250 FEET NORTH.  CONTINUE SOUTH ON DIXON RD.
 MC1501'FOR 0.25 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 MC1501'
 MC1501'REFERENCE MARK 4 IS 35 FEET EAST OF A METAL WITNESS POST, 27 FEET
 MC1501'NORTH OF THE CENTERLINE OF DIXON RD. AND 1 FOOT NORTH OF FENCE
 MC1501'LINE.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MC1501'DUNDEE NO 4 1879 1979.
 MC1501'
 MC1501'REFERENCE MARK 5 IS 28 FEET NORTH OF THE CENTERLINE OF DIXON RD.,
 MC1501'28 FEET WEST OF A METAL WITNESS POST AND 1 FOOT NORTH OF FENCELINE.
 MC1501'THE MONUMENT PROJECTS 1 INCH AND THE DISK IS STAMPED DUNDEE NO 5
 MC1501'1879 1975.
 MC1501'
 MC1501'USLS RM IS A SMALL DRILL HOLE IN THE TOP OF A 6X6 INCH GRANITE POST
 MC1501'WITH A US CHISELED ON THE TOP AND IS ABOUT 2 INCHES BELOW THE GROUND
 MC1501'SURFACE.  IT IS 36 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, 30
 MC1501'FEET EAST OF CENTERLINE OF DIXON RD., 22 FEET NORTH OF CENTERLINE
 MC1501'OF A DRIVEWAY AND 11 FEET NORTH OF A 12 INCH TREE.
 MC1501'
 MC1501'AZIMUTH MARK IS 120 FEET SOUTH OF DRIVEWAY TO MR. LLOYDS HOME, 30
 MC1501'FEET SOUTH OF A 30 INCH TREE AND 27 FEET WEST OF CENTERLINE OF LLOYD
 MC1501'RD.  THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 MC1501'DUNDEE 1943.
 MC1501'
 MC1501'NOTE--THE DISTANCES SHOWN IN THE BOX SCORE ABOVE TO RM 3 AND USLS
 MC1501'RM ARE THE 1943 DISTANCES.
 MC1501'
 MC1501'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES OF
 MC1501'DUNDEE.
 MC1501
 MC1501                          STATION RECOVERY (1980)
 MC1501
 MC1501'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LC)
 MC1501'THE STATION SURFACE MARK HAS BEEN DESTROYED. REFERENCE MARK 4
 MC1501'AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1499 ***********************************************************************
 MC1499  DESIGNATION -  DUNDEE ST JOHNS EVAN LUTH CH
 MC1499  PID         -  MC1499
 MC1499  STATE/COUNTY-  MI/MONROE
 MC1499  USGS QUAD   -  DUNDEE (1972)
 MC1499
 MC1499                         *CURRENT SURVEY CONTROL
 MC1499  ___________________________________________________________________
 MC1499* NAD 83(1994)-  41 57 12.38666(N)    083 39 52.84118(W)     ADJUSTED  
 MC1499* NAVD 88     -                                                        
 MC1499  ___________________________________________________________________
 MC1499  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 MC1499  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 MC1499
 MC1499  HORZ ORDER  -  THIRD
 MC1499
 MC1499.The horizontal coordinates were established by classical geodetic methods
 MC1499.and adjusted by the National Geodetic Survey in February 1997..
 MC1499
 MC1499
 MC1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1499
 MC1499.The geoid height was determined by GEOID03.
 MC1499
 MC1499;                    North         East     Units Scale Factor Converg.
 MC1499;SPC MI S     -    50,611.027 4,058,204.197   MT  1.00003792   +0 28 39.8
 MC1499;SPC MI S     -   166,046.68 13,314,318.23   iFT  1.00003792   +0 28 39.8
 MC1499;UTM  17      - 4,648,041.435   279,148.310   MT  1.00020022   -1 46 55.7
 MC1499
 MC1499                          SUPERSEDED SURVEY CONTROL
 MC1499
 MC1499  NAD 83(1986)-  41 57 12.39877(N)    083 39 52.86228(W) AD(       ) 4
 MC1499  NAD 27      -  41 57 12.23000(N)    083 39 53.09000(W) AD(       ) 3
 MC1499
 MC1499.Superseded values are not recommended for survey control.
 MC1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1499.See file dsdata.txt to determine how the superseded data were derived.
 MC1499
 MC1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7914848041(NAD 83)
 MC1499
 MC1499  HISTORY     - Date     Condition        Report By
 MC1499  HISTORY     - 1943     MONUMENTED       CGS
 MC1499
 MC1499                          STATION DESCRIPTION
 MC1499
 MC1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MC1499'STATION IS LOCATED ON THE NW CORNER OF RILEY AND
 MC1499'PLANK STREETS IN
 MC1499'THE VILLAGE OF DUNDEE.  THE SPIRE IS OF WOOD CONSTRUCTION,
 MC1499'PAINTED WHITE AT THE BOTTOM.  THE
 MC1499'RED BRICK CHURCH HAS A
 MC1499'WOOD-SHINGLE ROOF WITH A GOLD CROSS ON THE PEAK.
 MC1499'THE POINT OBSERVED
 MC1499'ON WAS THE CROSS ON TOP OF THE SPIRE AND IS ABOUT 150 FEET HIGH.
 MC1499'THE CHURCH WAS
 MC1499'BUILT IN 1890 ON PROPERTY OWNED BY THE DUNDEE EVANG. LUTHERAN
 MC1499'ST. JOHNS CHURCH.
 MC1499'
 MC1499'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1191 ***********************************************************************
 NE1191  DESIGNATION -  DUNN
 NE1191  PID         -  NE1191
 NE1191  STATE/COUNTY-  MI/ST CLAIR
 NE1191  USGS QUAD   -  MEMPHIS (1991)
 NE1191
 NE1191                         *CURRENT SURVEY CONTROL
 NE1191  ___________________________________________________________________
 NE1191* NAD 83(1994)-  42 58 12.52983(N)    082 45 52.81127(W)     ADJUSTED  
 NE1191* NAVD 88     -       235.51   (+/-2cm)     772.7    (feet)  VERTCON   
 NE1191  ___________________________________________________________________
 NE1191  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NE1191  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE1191
 NE1191  HORZ ORDER  -  FIRST
 NE1191  VERT ORDER  -  THIRD ? (See Below)
 NE1191
 NE1191.The horizontal coordinates were established by classical geodetic methods
 NE1191.and adjusted by the National Geodetic Survey in February 1997..
 NE1191
 NE1191.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1191.The vertical order pertains to the NGVD 29 superseded value.
 NE1191
 NE1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1191
 NE1191.The geoid height was determined by GEOID03.
 NE1191
 NE1191;                    North         East     Units Scale Factor Converg.
 NE1191;SPC MI S     -   164,543.666 4,130,671.686   MT  0.99990798   +1 05 24.7
 NE1191;SPC MI S     -   539,841.42 13,552,072.46   iFT  0.99990798   +1 05 24.7
 NE1191;UTM  17      - 4,759,010.488   356,093.408   MT  0.99985477   -1 12 10.9
 NE1191
 NE1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1191!SPC MI S     -   0.99996852  x   0.99990798  =   0.99987650
 NE1191!UTM  17      -   0.99996852  x   0.99985477  =   0.99982330
 NE1191
 NE1191|---------------------------------------------------------------------|
 NE1191| PID    Reference Object                     Distance      Geod. Az  |
 NE1191|                                                           dddmmss.s |
 NE1191| NE1684 DUNN RM 1                            22.726 METERS 04331     |
 NE1191| NE1687 DUNN RM 4                            13.037 METERS 26230     |
 NE1191| NE1201 DUNN AZ MK OFFSET                   357.404 METERS 27032     |
 NE1191| NE1202 DUNN AZ MK                          362.138 METERS 27032     |
 NE1191| NE1681 DUNN AZ MK 2                        358.731 METERS 27327     |
 NE1191| NE1685 DUNN RM 2                            24.479 METERS 31107     |
 NE1191| NE1686 DUNN RM 3                            22.296 METERS 35227     |
 NE1191| NE1192 EMMETT CATHOLIC CH SPIRE            APPROX. 2.6 KM 3594612.1 |
 NE1191|---------------------------------------------------------------------|
 NE1191
 NE1191                          SUPERSEDED SURVEY CONTROL
 NE1191
 NE1191  NAD 83(1986)-  42 58 12.52013(N)    082 45 52.84389(W) AD(       ) 1
 NE1191  NAD 27      -  42 58 12.41933(N)    082 45 53.10839(W) AD(       ) 1
 NE1191  NGVD 29 (07/19/86)  235.62   (m)          773.0    (f) LEVELING    3  
 NE1191
 NE1191.Superseded values are not recommended for survey control.
 NE1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1191.See file dsdata.txt to determine how the superseded data were derived.
 NE1191
 NE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5609359010(NAD 83)
 NE1191_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1191_SP_SET: SQUARE CONCRETE MONUMENT
 NE1191_STAMPING: DUNN 1976
 NE1191_MARK LOGO: NGS   
 NE1191_PROJECTION: FLUSH
 NE1191_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1191+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2003
 NE1191
 NE1191  HISTORY     - Date     Condition        Report By
 NE1191  HISTORY     - 1976     MONUMENTED       NGS
 NE1191  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NE1191  HISTORY     - 19821005 GOOD             NGS
 NE1191  HISTORY     - 19821007 GOOD             NGS
 NE1191  HISTORY     - 20031112 GOOD             ROWEIN
 NE1191
 NE1191                          STATION DESCRIPTION
 NE1191
 NE1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1191'THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF EMMETT AND
 NE1191'JUST WEST OF THE JUNCTION OF DUNN ROAD AND STATE HIGHWAY 19.
 NE1191'IT IS ON PROPERTY OF ST CLAIR COUNTY, ON THE ROAD
 NE1191'RIGHT-OF-WAY.  PERMISSION WAS GRANTED BY MR. D.J. LITTLE,
 NE1191'MANAGING DIRECTOR, ST CLAIR COUNTY ROAD COMMISSION, PORT
 NE1191'HURON, MICHIGAN.  PHONE-313-984-4161. IT IS IN THE NE 1/4 OF
 NE1191'SECTION 11, T6N, R14E.
 NE1191'
 NE1191'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL TOWN
 NE1191'OF EMMETT, GO SOUTH ON STATE HIGHWAY 19 FOR 1.3 MILES
 NE1191'TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT, AND GO 46 PACES
 NE1191'TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH
 NE1191'MARK FROM THE STATION GO WEST ON DUNN ROAD FOR 0.2 MILE TO THE
 NE1191'AZIMUTH MARK ON THE LEFT.
 NE1191'
 NE1191'STATION MARKS, STAMPED---DUNN 1976---, ARE STANDARD DISKS.
 NE1191'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1191'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 NE1191'IT IS 5.6 FEET SOUTH OF A METAL WITNESS POST, 30 FEET SOUTH
 NE1191'OF THE APPROXIMATE CENTER OF DUNN ROAD AND 74 FEET EAST OF
 NE1191'A 30-INCH ELM TREE. THE UNDERGROUND DISK IS SET IN AN
 NE1191'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NE1191'
 NE1191'REFERENCE MARK 1, STAMPED---DUNN NO 1 1976---, IS A STANDARD
 NE1191'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1191'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 0.9 FOOT SOUTH
 NE1191'OF A METAL WITNESS POST, 1.4 FEET SOUTH OF A FENCELINE,
 NE1191'29 FEET NORTH OF THE ROAD CENTER AND 72 FEET WEST OF A
 NE1191'FENCE CORNER POST.
 NE1191'
 NE1191'REFERENCE MARK 2, STAMPED---DUNN NO 2 1976---, IS A STANDARD
 NE1191'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1191'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 3 INCHES SOUTH
 NE1191'OF A METAL WITNESS POST, 8 INCHES SOUTH OF THE FENCELINE, 29
 NE1191'FEET NORTH OF THE APPROXIMATE CENTER OF DUNN ROAD, 38 FEET
 NE1191'EAST OF A TRACK ROAD LEADING TO A FIELD AND 48 FEET NORTH-
 NE1191'NORTHEAST OF A 30-INCH ELM TREE.
 NE1191'
 NE1191'AZIMUTH MARK, STAMPED---DUNN 1976---, IS A STANDARD DISK SET
 NE1191'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NE1191'IS 2 INCHES BELOW THE GROUND SURFACE.  IT IS 0.9 FOOT NORTH
 NE1191'OF A METAL WITNESS POST, 9.7 FEET NORTH OF A FENCELINE, 18.5
 NE1191'FEET SOUTH OF THE APPROXIMATE CENTER OF DUNN ROAD AND 18.8
 NE1191'FEET EAST-NORTHEAST OF A 16-INCH APPLE TREE.
 NE1191'
 NE1191'TT 3 B USGS, STAMPED---1942 771 TT 3 B---, IS A
 NE1191'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK THAT IS SET IN
 NE1191'THE TOP OF A 6-INCH
 NE1191'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 NE1191'GROUND SURFACE.  IT IS 1 FOOT NORTHEAST OF A METAL WITNESS
 NE1191'POST, 7.8 FEET SOUTHWEST OF 4-INCH SQUARE RIGHT-OF-WAY POST,
 NE1191'39 FEET SOUTH OF DUNN ROAD AND 47.5 FEET EAST OF STATE
 NE1191'HIGHWAY 19.
 NE1191'
 NE1191'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1191'HEIGHT OF LIGHT ABOVE THE MARK WAS 26.4 METERS.
 NE1191'DESCRIBED BY G.F.SMITH
 NE1191
 NE1191                          STATION RECOVERY (1982)
 NE1191
 NE1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NE1191'THE STATION MARK REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 NE1191'RECOVERED IN GOOD CONDITION.  DUE TO ROAD CONSTRUCTION THE AZIMUTH
 NE1191'MARK AND REFERENCE MARKS 1 AND 2 WERE BEING DESTROYED.  A NEW AZIMUTH
 NE1191'MARK AND REFERENCE MARKS 3 AND 4 WERE ESTABLISHED AT THIS TIME.  A NEW
 NE1191'AND COMPLETE DESCRIPTION FOLLOWS.
 NE1191' 
 NE1191'THE STATION IS LOCATED ABOUT 1.3 MILES (2.1 KM) SOUTH OF EMMETT JUST
 NE1191'WEST OF THE JUNCTION OF HIGHWAY M-19 AND DUNN ROAD AND ON HIGHWAY
 NE1191'RIGHT-OF-WAY T 6 N R 14 E IN NE 1/4 OF SEC 11.  TO REACH THE STATION
 NE1191'FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY M-19 FOR 1.3
 NE1191'MILES (2.1 KM) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT AND GO WEST
 NE1191'FOR ABOUT 180 FT (54.9 M) TO THE STATION ON LEFT AS DESCRIBED.
 NE1191' 
 NE1191'THE STATION IS A STANDARD NGS DISK STAMPED--DUNN 1976--,  SET INTO THE
 NE1191'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (37 CM) IN DIAMETER, FLUSH
 NE1191'WITH GROUND.  THE STATION IS LOCATED 54.56 METERS (179.00 FT) WEST
 NE1191'FROM THE APPROXIMATE CENTER OF HIGHWAY M-19, 9.754 METERS (32.001 FT)
 NE1191'SOUTH FROM THE APPROXIMATE CENTER OF DUNN RD AND 0.305 METERS (1.001
 NE1191'FT) NORTH FROM A METAL WITNESS POST.
 NE1191' 
 NE1191'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DUNN 1976 NO 3
 NE1191'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 NE1191'(37 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 56.388
 NE1191'METERS (185.000 FT) WEST FROM THE APPROXIMATE CENTER OF HIGHWAY M-19,
 NE1191'12.497 METERS (41.001 FT) NORTH FROM THE APPROXIMATE CENTER OF DUNN
 NE1191'RD, 11.278 METERS (37.001 FT) SOUTHEAST FROM A FENCE CORNER AND 0.305
 NE1191'METERS (1.001 FT) SOUTH FROM A METAL WITNESS POST AND 0.3 METERS
 NE1191'(1.0 FT) LOWER THAN THE STATION.
 NE1191' 
 NE1191'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DUNN 1976 NO 4
 NE1191'1982--, SET INTO THE TOP OF A ROUND CONRETE MONUMENT, 12 INCHES (37
 NE1191'CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 67.97
 NE1191'METERS (223.00 FT) WEST FROM THE APPROXIMATE CENTER OF HIGHWAY M 19,
 NE1191'10.973 METERS (36.001 FT) SOUTH FROM THE APPROXIMATE CENTER OF DUNN
 NE1191'ROAD AND 0.305 METERS (1.001 FT) NORTH FROM A METAL WITNESS POST AND
 NE1191'0.3 METERS (1.0 FT) HIGHER THAN THE STATION.
 NE1191' 
 NE1191'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--DUNN
 NE1191'1976 NO 2 1982--,  SET INTO THE TOP OF A 12 INCH ROUND CONCRETE
 NE1191'MONUMENT, FLUSH WITH GROUND.  LOCATED 12.49 METERS (41.001 FT) NORTH
 NE1191'FROM THE APPROXIMATE CENTER OF DUNN ROAD 13.2 FT (4.0 M) SOUTHEAST
 NE1191'FROM AN APPLE TREE 10.0 FT (3.0 M) NORTH FROM A UTILITY POLE WITH
 NE1191'TRANSFORMER AND 1.8 FT (0.5 M) WEST FROM A WITNESS POST.  A TRAVERSE
 NE1191'CONNECTION WAS MADE TO TRIANGULATION STATION DUNN 1976 USING
 NE1191'ELECTRONIC DISTANCE MEASURING EQUIPMENT. HEIGHT OF LIGHT ABOVE STATION
 NE1191'WAS 1.6 METERS. THE STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH OF
 NE1191'EMMET AND 0.3 WEST OF THE JUNCTION OF DUNN ROAD AND STATE HIGHWAY M-19
 NE1191'ON PROPERTY OF ST CLAIR COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE
 NE1191'STATION FROM THE POST OFFICE IN EMMETT GO SOUTH ON STATE HIGHWAY M-19
 NE1191'FOR 1.3 MILES (2.1 KM) TO THE JUNCTION OF DUNN ROAD. TURN RIGHT AND GO
 NE1191'WEST ON DUNN ROAD FOR 0.3 MILE (0.5 KM) TO THE STATION ON RIGHT AS
 NE1191'DESCRIBED.
 NE1191
 NE1191                          STATION RECOVERY (1982)
 NE1191
 NE1191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NE1191'STATION IS LOCATED IN QUAD. 420824, ABOUT 2.1 KM (1.3 MI) SOUTH OF
 NE1191'EMMETT, JUST WEST OF THE JUNCTION OF STATE HIGHWAY M-19 AND DUNN ROAD
 NE1191'AND HIGHWAY RIGHT-OF-WAY IN THE NE 1/4 OF SEC. 11, T 6 N, R 14 E.
 NE1191'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY
 NE1191'M-19 FOR 2.08 KM (1.29 MI) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT
 NE1191'AND GO WEST FOR ABOUT 180 FEET TO THE STATION ON LEFT AS DESCRIBED.
 NE1191'STATION MONUMENT IS SET FLUSH WITH THE GROUND, 54.56 M (179.00 FT)
 NE1191'WEST FROM THE CENTER OF HIGHWAY M-19, 22.296 M (73.149 FT)
 NE1191'SOUTH-SOUTHEAST FROM DUNN 1976 NO 3 1982, 13.037 M (42.772 FT)
 NE1191'EAST-NORTHEAST FROM DUNN 1976 NO 4 1982, 9.754 M (32.001 FT) SOUTH
 NE1191'FROM THE CENTER OF DUNN ROAD AND 0.305 M (1.001 FT) NORTH FROM A
 NE1191'METAL WITNESS POST.
 NE1191'A TRAVERSE CONNECTION WAS MADE TO STATION DUNN 1976 AZ MK 2 1982 USING
 NE1191'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1191'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1191'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR, MICHIGAN.
 NE1191
 NE1191                          STATION RECOVERY (2003)
 NE1191
 NE1191'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE1191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1681 ***********************************************************************
 NE1681  DESIGNATION -  DUNN AZ MK 2
 NE1681  PID         -  NE1681
 NE1681  STATE/COUNTY-  MI/ST CLAIR
 NE1681  USGS QUAD   -  MEMPHIS (1991)
 NE1681
 NE1681                         *CURRENT SURVEY CONTROL
 NE1681  ___________________________________________________________________
 NE1681* NAD 83(1994)-  42 58 13.22889(N)    082 46 08.61279(W)     ADJUSTED  
 NE1681* NAVD 88     -       236.4    (meters)     776.     (feet)  VERTCON   
 NE1681  ___________________________________________________________________
 NE1681  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 NE1681  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE1681
 NE1681  HORZ ORDER  -  THIRD
 NE1681
 NE1681.The horizontal coordinates were established by classical geodetic methods
 NE1681.and adjusted by the National Geodetic Survey in February 1997..
 NE1681
 NE1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1681
 NE1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1681
 NE1681.The geoid height was determined by GEOID03.
 NE1681
 NE1681;                    North         East     Units Scale Factor Converg.
 NE1681;SPC MI S     -   164,558.429 4,130,313.292   MT  0.99990798   +1 05 14.0
 NE1681;SPC MI S     -   539,889.86 13,550,896.63   iFT  0.99990798   +1 05 14.0
 NE1681;UTM  17      - 4,759,039.578   355,735.911   MT  0.99985604   -1 12 21.7
 NE1681
 NE1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1681!SPC MI S     -   0.99996838  x   0.99990798  =   0.99987636
 NE1681!UTM  17      -   0.99996838  x   0.99985604  =   0.99982443
 NE1681
 NE1681                          SUPERSEDED SURVEY CONTROL
 NE1681
 NE1681  NAD 83(1986)-  42 58 13.21926(N)    082 46 08.64541(W) AD(       ) 3
 NE1681  NGVD 29 (08/24/92)  236.5    (m)          776.     (f) VERT ANG       
 NE1681
 NE1681.Superseded values are not recommended for survey control.
 NE1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1681.See file dsdata.txt to determine how the superseded data were derived.
 NE1681
 NE1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5573659040(NAD 83)
 NE1681_MARKER: DZ = AZIMUTH MARK DISK
 NE1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1681_SP_SET: CONCRETE POST
 NE1681_STAMPING: DUNN 1976 NO 2 1982
 NE1681_MARK LOGO: NGS   
 NE1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1681+SATELLITE: SATELLITE OBSERVATIONS - 1982
 NE1681
 NE1681  HISTORY     - Date     Condition        Report By
 NE1681  HISTORY     - 1982     MONUMENTED       NGS
 NE1681
 NE1681                          STATION DESCRIPTION
 NE1681
 NE1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NE1681'STATION IS LOCATED IN QUAD. 420824, ABOUT 2.1 KM (1.3 MI) SOUTH OF
 NE1681'EMMETT, JUST WEST OF THE JUNCTION OF STATE HIGHWAY M-19 AND DUNN ROAD
 NE1681'AND HIGHWAY RIGHT-OF-WAY IN THE NE 1/4 OF SEC. 11, T 6 N, R 14 E.
 NE1681'TO REACH FROM THE POST OFFICE IN EMMETT, GO SOUTH ON STATE HIGHWAY
 NE1681'M-19 FOR 2.08 KM (1.29 MI) TO THE JUNCTION OF DUNN ROAD.  TURN RIGHT
 NE1681'AND GO WEST FOR 0.45 KM (0.28 MI) TO MARK ON RIGHT AS DESCRIBED.
 NE1681'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND, 12.497 M (41.001 FT)
 NE1681'NORTH FROM THE CENTER OF DUNN ROAD, 4.023 M (13.199 FT) SOUTHEAST FROM
 NE1681'AN APPLE TREE, 3.048 M (10.000 FT) NORTH FROM A UTILITY POLE WITH
 NE1681'TRANSFORMER AND 0.547 M (1.795 FT) WEST FROM A WITNESS POST.
 NE1681'A TRAVERSE CONNECTION WAS MADE TO STATION DUNN 1976 USING ELECTRONIC
 NE1681'DISTANCE MEASURING EQUIPMENT.
 NE1681'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1681'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR, MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0979 ***********************************************************************
 OJ0979  DESIGNATION -  DUPONT
 OJ0979  PID         -  OJ0979
 OJ0979  STATE/COUNTY-  MI/LAPEER
 OJ0979  USGS QUAD   -  LAPEER (1980)
 OJ0979
 OJ0979                         *CURRENT SURVEY CONTROL
 OJ0979  ___________________________________________________________________
 OJ0979* NAD 83(1994)-  43 03 53.23248(N)    083 16 25.39971(W)     ADJUSTED  
 OJ0979* NAVD 88     -       253.1    (meters)     830.     (feet)  VERTCON   
 OJ0979  ___________________________________________________________________
 OJ0979  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 OJ0979  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0979
 OJ0979  HORZ ORDER  -  SECOND
 OJ0979
 OJ0979.This mark is at Dupont-Lapeer Airport (D95)
 OJ0979
 OJ0979.The horizontal coordinates were established by classical geodetic methods
 OJ0979.and adjusted by the National Geodetic Survey in February 1997..
 OJ0979
 OJ0979.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0979
 OJ0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0979
 OJ0979.The geoid height was determined by GEOID03.
 OJ0979
 OJ0979;                    North         East     Units Scale Factor Converg.
 OJ0979;SPC MI S     -   174,391.079 4,089,015.710   MT  0.99991179   +0 44 37.6
 OJ0979;SPC MI S     -   572,149.21 13,415,405.87   iFT  0.99991179   +0 44 37.6
 OJ0979;UTM  17      - 4,770,518.316   314,864.127   MT  1.00002167   -1 33 10.8
 OJ0979
 OJ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0979!SPC MI S     -   0.99996572  x   0.99991179  =   0.99987751
 OJ0979!UTM  17      -   0.99996572  x   1.00002167  =   0.99998738
 OJ0979
 OJ0979|---------------------------------------------------------------------|
 OJ0979| PID    Reference Object                     Distance      Geod. Az  |
 OJ0979|                                                           dddmmss.s |
 OJ0979| OJ0978 DUPONT RM 1                          13.617 METERS 02609     |
 OJ0979| CG9994 DUPONT RM 2                          14.297 METERS 11652     |
 OJ0979| OJ0977 DUPONT AZ MK                        APPROX. 0.6 KM 1675318.2 |
 OJ0979|---------------------------------------------------------------------|
 OJ0979
 OJ0979                          SUPERSEDED SURVEY CONTROL
 OJ0979
 OJ0979  NAD 83(1986)-  43 03 53.22861(N)    083 16 25.42994(W) AD(       ) 2
 OJ0979  NAD 27      -  43 03 53.13114(N)    083 16 25.63308(W) AD(       ) 2
 OJ0979  NGVD 29 (07/19/86)  253.2    (m)          831.     (f) VERT ANG       
 OJ0979
 OJ0979.Superseded values are not recommended for survey control.
 OJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0979.See file dsdata.txt to determine how the superseded data were derived.
 OJ0979
 OJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1486470518(NAD 83)
 OJ0979_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0979_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0979
 OJ0979  HISTORY     - Date     Condition        Report By
 OJ0979  HISTORY     - 1977     MONUMENTED       NGS
 OJ0979
 OJ0979                          STATION DESCRIPTION
 OJ0979
 OJ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0979'THE STATION IS LOCATED 3 MILES EAST-NORTHEAST OF LAPEER, 1-1/2
 OJ0979'MILES NORTH OF STATE HIGHWAY 21, AT THE LAPEER-DUPONT AIRPORT,
 OJ0979'ALONG SIDE OF THE NORTH-SOUTH RUNWAY, IN THE EAST CENTRAL PART
 OJ0979'OF SECTION 34, T 8 N, R 10 E.  PERMISSION GRANTED BY THE
 OJ0979'AIRPORT MANAGER.
 OJ0979'
 OJ0979'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO NORTHEAST
 OJ0979'ON FRANKLIN, THEN NEPESSING STREETS FOR 0.8 MILE TO A REVERSE
 OJ0979'FORK.  BEAR RIGHT, EAST, ON BOWERS ROAD FOR 1.2 MILES TO A
 OJ0979'ROAD LEFT.  (TO REACH THE AZIMUTH MARK, CONTINUE EAST FOR 0.25
 OJ0979'MILE TO THE MARK ON THE LEFT.) TURN LEFT, NORTH, ON ROODS
 OJ0979'LAKE ROAD FOR 0.4 MILE TO A PAVED DRIVEWAY ON THE RIGHT AT THE
 OJ0979'G. B. DUPONT COMPANY BUILDING.  TURN RIGHT, EAST, ON DRIVEWAY
 OJ0979'FOR 200 FEET TO THE BUILDING AND A GATE TO THE AIRPORT.
 OJ0979'CONTINUE EAST ON THE TARMAC FOR 0.05 MILE TO THE GRASS AREA.
 OJ0979'CONTINUE EAST ACROSS THE GRASS, KEEPING SOUTH OF THE TAXI
 OJ0979'STRIP FOR 0.05 MILE TO THE STATION.
 OJ0979'
 OJ0979'STATION MARKS, STAMPED---DUPONT 1977---, ARE STANDARD DISKS.
 OJ0979'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND
 OJ0979'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 329 FEET
 OJ0979'SOUTHEAST OF THE SOUTHEAST CORNER OF A CINDERBLOCK HANGAR, 286
 OJ0979'FEET EAST OF THE EAST EDGE OF THE TARMAC, 175 FEET WEST OF THE
 OJ0979'WEST EDGE OF THE RUNWAY, 148 FEET SOUTH OF THE SOUTH EDGE OF
 OJ0979'THE TAXI STRIP, 138.5 FEET WEST-SOUTHWEST OF A RUNWAY LIGHT.
 OJ0979'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 OJ0979'MASS ABOUT 42 INCHES BELOW GROUND.
 OJ0979'
 OJ0979'REFERENCE MARK 1, STAMPED---DUPONT NO 1 1977---, IS A
 OJ0979'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0979'MONUMENT FLUSH WITH THE GROUND.  IT IS 154 FEET WEST OF THE
 OJ0979'WEST EDGE OF THE RUNWAY, 108.5 FEET SOUTH OF THE SOUTH EDGE OF
 OJ0979'THE TAXI STRIP, 102.5 FEET WEST-SOUTHWEST OF THE RUNWAY LIGHT.
 OJ0979'
 OJ0979'REFERENCE MARK 2, STAMPED---DUPONT NO 2 1977---, IS A
 OJ0979'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0979'MONUMENT FLUSH WITH THE GROUND.  IT IS 170.5 FEET SOUTH OF THE
 OJ0979'SOUTH EDGE OF THE TAXI STRIP, 134 FEET WEST OF THE WEST EDGE
 OJ0979'OF THE RUNWAY, 128 FEET NORTHWEST OF A RUNWAY LIGHT, AND 121
 OJ0979'FEET SOUTHWEST OF A RUNWAY LIGHT.
 OJ0979'
 OJ0979'AZIMUTH MARK, STAMPED---DUPONT 1977---, IS A STANDARD DISK
 OJ0979'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 OJ0979'2 INCHES ABOVE GROUND.  IT IS 132 FEET SOUTH-SOUTHEAST OF A
 OJ0979'UTILITY POLE IN A PASTURE, 32 FEET NORTH OF THE ROAD CENTER,
 OJ0979'2 FEET LOWER THAN THE ROAD, 1.7 FEET SOUTHEAST OF A METAL
 OJ0979'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 OJ0979'
 OJ0979'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0979'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER
 OJ0979'DESCRIBED BY G.R. HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0977 ***********************************************************************
 OJ0977  DESIGNATION -  DUPONT AZ MK
 OJ0977  PID         -  OJ0977
 OJ0977  STATE/COUNTY-  MI/LAPEER
 OJ0977  USGS QUAD   -  LAPEER (1980)
 OJ0977
 OJ0977                         *CURRENT SURVEY CONTROL
 OJ0977  ___________________________________________________________________
 OJ0977* NAD 83(1994)-  43 03 34.07949(N)    083 16 19.79458(W)     ADJUSTED  
 OJ0977* NAVD 88     -       253.     (meters)     830.     (feet)  VERTCON   
 OJ0977  ___________________________________________________________________
 OJ0977  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 OJ0977  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0977
 OJ0977  HORZ ORDER  -  SECOND
 OJ0977
 OJ0977.The horizontal coordinates were established by classical geodetic methods
 OJ0977.and adjusted by the National Geodetic Survey in February 1997..
 OJ0977
 OJ0977.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0977
 OJ0977.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0977
 OJ0977.The geoid height was determined by GEOID03.
 OJ0977
 OJ0977;                    North         East     Units Scale Factor Converg.
 OJ0977;SPC MI S     -   173,801.778 4,089,150.195   MT  0.99991150   +0 44 41.4
 OJ0977;SPC MI S     -   570,215.81 13,415,847.10   iFT  0.99991150   +0 44 41.4
 OJ0977;UTM  17      - 4,769,924.034   314,974.901   MT  1.00002116   -1 33 06.4
 OJ0977
 OJ0977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0977!SPC MI S     -   0.99996575  x   0.99991150  =   0.99987725
 OJ0977!UTM  17      -   0.99996575  x   1.00002116  =   0.99998691
 OJ0977
 OJ0977                          SUPERSEDED SURVEY CONTROL
 OJ0977
 OJ0977  NAD 83(1986)-  43 03 34.07561(N)    083 16 19.82487(W) AD(       ) 2
 OJ0977  NAD 27      -  43 03 33.97797(N)    083 16 20.02826(W) AD(       ) 2
 OJ0977  NGVD 29 (07/19/86)  253.     (m)          830.     (f) VERT ANG       
 OJ0977
 OJ0977.Superseded values are not recommended for survey control.
 OJ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0977.See file dsdata.txt to determine how the superseded data were derived.
 OJ0977
 OJ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1497569924(NAD 83)
 OJ0977_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0977+STABILITY: SURFACE MOTION
 OJ0977
 OJ0977  HISTORY     - Date     Condition        Report By
 OJ0977  HISTORY     - 1977     MONUMENTED       NGS
 OJ0977
 OJ0977                          STATION DESCRIPTION
 OJ0977
 OJ0977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0977'THE STATION IS LOCATED 3 MILES EAST-NORTHEAST OF LAPEER, 1
 OJ0977'MILE NORTH OF STATE HIGHWAY 21, AND SOUTH OF THE LAPEER
 OJ0977'DUPONT AIRPORT.
 OJ0977'
 OJ0977'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO NORTHEAST
 OJ0977'ON FRANKLIN, THEN NEPESSING STREETS FOR 0.8 MILE TO A REVERSE
 OJ0977'FORK.  BEAR RIGHT, EAST, ON BOWERS ROAD FOR 1.2 MILES TO A
 OJ0977'ROAD LEFT, CONTINUE EAST FOR 0.25 MILE TO THE MARK ON
 OJ0977'THE LEFT.
 OJ0977'
 OJ0977'AZIMUTH MARK, STAMPED---DUPONT 1977---, IS A STANDARD DISK
 OJ0977'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT PROJECTING
 OJ0977'2 INCHES ABOVE GROUND.  IT IS 132 FEET SOUTH-SOUTHEAST OF A
 OJ0977'UTILITY POLE IN A PASTURE, 32 FEET NORTH OF THE ROAD CENTER,
 OJ0977'2 FEET LOWER THAN THE ROAD, 1.7 FEET SOUTHEAST OF A METAL
 OJ0977'WITNESS POST, AND 1 FOOT SOUTH OF A WIRE FENCE.
 OJ0977'
 OJ0977'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION DUPONT.
 OJ0977'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0977'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0977'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0790 ***********************************************************************
 NE0790  DESIGNATION -  DURAND
 NE0790  PID         -  NE0790
 NE0790  STATE/COUNTY-  MI/SHIAWASSEE
 NE0790  USGS QUAD   -  DURAND (1975)
 NE0790
 NE0790                         *CURRENT SURVEY CONTROL
 NE0790  ___________________________________________________________________
 NE0790* NAD 83(1986)-  42 54 42.     (N)    083 59 11.     (W)     SCALED    
 NE0790* NAVD 88     -       242.936  (meters)     797.03   (feet)  ADJUSTED  
 NE0790  ___________________________________________________________________
 NE0790  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NE0790  DYNAMIC HT  -         242.876 (meters)     796.84  (feet)  COMP
 NE0790  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 NE0790
 NE0790  VERT ORDER  -  SECOND    CLASS 0
 NE0790
 NE0790.The horizontal coordinates were scaled from a topographic map and have
 NE0790.an estimated accuracy of +/- 6 seconds.
 NE0790
 NE0790.The orthometric height was determined by differential leveling
 NE0790.and adjusted by the National Geodetic Survey in June 1991..
 NE0790
 NE0790.The geoid height was determined by GEOID03.
 NE0790
 NE0790.The dynamic height is computed by dividing the NAVD 88
 NE0790.geopotential number by the normal gravity value computed on the
 NE0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0790.degrees latitude (g = 980.6199 gals.).
 NE0790
 NE0790.The modeled gravity was interpolated from observed gravity values.
 NE0790
 NE0790;                    North         East    Units  Estimated Accuracy
 NE0790;SPC MI S     -   156,870.    4,031,050.      MT  (+/- 180 meters Scaled)
 NE0790
 NE0790                          SUPERSEDED SURVEY CONTROL
 NE0790
 NE0790  NGVD 29 (??/??/92)  243.072  (m)          797.48   (f) ADJ UNCH    2 0
 NE0790
 NE0790.Superseded values are not recommended for survey control.
 NE0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0790.See file dsdata.txt to determine how the superseded data were derived.
 NE0790
 NE0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH562553(NAD 83)
 NE0790_MARKER: DB = BENCH MARK DISK
 NE0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0790_SP_SET: CONCRETE BASE
 NE0790_STAMPING: DURAND 1934
 NE0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0790
 NE0790  HISTORY     - Date     Condition        Report By
 NE0790  HISTORY     - 1934     MONUMENTED       CGS
 NE0790  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 NE0790
 NE0790                          STATION DESCRIPTION
 NE0790
 NE0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0790'AT DURAND.
 NE0790'AT DURAND, SHIAWASSEE COUNTY, 19 YARDS SOUTH OF THE SOUTH CORNER
 NE0790'OF THE CITY JAIL, 82 FEET WEST OF THE REAR BUILDING LINE OF THE
 NE0790'BUILDINGS ON THE WEST SIDE OF SAGINAW STREET, AT THE CITY WATER
 NE0790'TANK, IN THE TOP OF THE CONCRETE BASE OF THE NORTH SUPPORT, AND
 NE0790'6 INCHES SOUTH OF THE NORTH EDGE.  A STANDARD DISK, STAMPED
 NE0790'DURAND 1934.
 NE0790
 NE0790                          STATION RECOVERY (1995)
 NE0790
 NE0790'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1541 ***********************************************************************
 NE1541  DESIGNATION -  DURAND GRAND TRUNK RR STACK
 NE1541  PID         -  NE1541
 NE1541  STATE/COUNTY-  MI/SHIAWASSEE
 NE1541  USGS QUAD   -  DURAND (1975)
 NE1541
 NE1541                         *CURRENT SURVEY CONTROL
 NE1541  ___________________________________________________________________
 NE1541* NAD 83(1994)-  42 54 50.53815(N)    083 59 45.24947(W)     ADJUSTED  
 NE1541* NAVD 88     -                                                        
 NE1541  ___________________________________________________________________
 NE1541  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 NE1541  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NE1541
 NE1541  HORZ ORDER  -  THIRD
 NE1541
 NE1541.The horizontal coordinates were established by classical geodetic methods
 NE1541.and adjusted by the National Geodetic Survey in February 1997..
 NE1541
 NE1541
 NE1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1541
 NE1541.The geoid height was determined by GEOID03.
 NE1541
 NE1541;                    North         East     Units Scale Factor Converg.
 NE1541;SPC MI S     -   157,134.453 4,030,271.656   MT  0.99990701   +0 15 08.3
 NE1541;SPC MI S     -   515,532.98 13,222,676.04   iFT  0.99990701   +0 15 08.3
 NE1541;UTM  17      - 4,755,624.236   255,460.501   MT  1.00033573   -2 02 27.3
 NE1541;UTM  16      - 4,755,648.107   745,208.436   MT  1.00033977   +2 02 47.4
 NE1541
 NE1541                          SUPERSEDED SURVEY CONTROL
 NE1541
 NE1541  NAD 83(1986)-  42 54 50.53716(N)    083 59 45.27208(W) AD(       ) 4
 NE1541  NAD 27      -  42 54 50.43000(N)    083 59 45.41000(W) AD(       ) 3
 NE1541
 NE1541.Superseded values are not recommended for survey control.
 NE1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1541.See file dsdata.txt to determine how the superseded data were derived.
 NE1541
 NE1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5546155624(NAD 83)
 NE1541
 NE1541  HISTORY     - Date     Condition        Report By
 NE1541  HISTORY     - 1943     MONUMENTED       CGS
 NE1541
 NE1541                          STATION DESCRIPTION
 NE1541
 NE1541'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1541'STATION IS TALL SQUARE RED BRICK SMOKESTACK THAT IS
 NE1541'ABOUT 75 FEET
 NE1541'HIGH, LOCATED ON THE W EDGE OF THE RAILROAD ROUND-
 NE1541'HOUSE, AT THE W EDGE OF THE
 NE1541'SMALL VILLAGE OF DURAND.
 NE1541'
 NE1541'THE POINT OBSERVED WAS THE EXTREME TOP OF THE STACK.
 NE1541'
 NE1541'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1542 ***********************************************************************
 NE1542  DESIGNATION -  DURAND WATER TANK
 NE1542  PID         -  NE1542
 NE1542  STATE/COUNTY-  MI/SHIAWASSEE
 NE1542  USGS QUAD   -  DURAND (1975)
 NE1542
 NE1542                         *CURRENT SURVEY CONTROL
 NE1542  ___________________________________________________________________
 NE1542* NAD 83(1994)-  42 54 41.51149(N)    083 59 07.28836(W)     ADJUSTED  
 NE1542* NAVD 88     -                                                        
 NE1542  ___________________________________________________________________
 NE1542  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 NE1542  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NE1542
 NE1542  HORZ ORDER  -  THIRD
 NE1542
 NE1542.The horizontal coordinates were established by classical geodetic methods
 NE1542.and adjusted by the National Geodetic Survey in February 1997..
 NE1542
 NE1542
 NE1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1542
 NE1542.The geoid height was determined by GEOID03.
 NE1542
 NE1542;                    North         East     Units Scale Factor Converg.
 NE1542;SPC MI S     -   156,859.777 4,031,133.856   MT  0.99990699   +0 15 34.2
 NE1542;SPC MI S     -   514,631.81 13,225,504.78   iFT  0.99990699   +0 15 34.2
 NE1542;UTM  17      - 4,755,315.149   256,311.383   MT  1.00033062   -2 02 01.1
 NE1542;UTM  16      - 4,755,400.452   746,079.192   MT  1.00034503   +2 03 13.0
 NE1542
 NE1542                          SUPERSEDED SURVEY CONTROL
 NE1542
 NE1542  NAD 83(1986)-  42 54 41.51046(N)    083 59 07.31087(W) AD(       ) 4
 NE1542  NAD 27      -  42 54 41.39989(N)    083 59 07.43245(W) AD(       ) 3
 NE1542
 NE1542.Superseded values are not recommended for survey control.
 NE1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1542.See file dsdata.txt to determine how the superseded data were derived.
 NE1542
 NE1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5631155315(NAD 83)
 NE1542
 NE1542  HISTORY     - Date     Condition        Report By
 NE1542  HISTORY     - 1932     MONUMENTED       CGS
 NE1542  HISTORY     - 19950802 GOOD             USPSQD
 NE1542
 NE1542                          STATION DESCRIPTION
 NE1542
 NE1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1542'STATION IS THE CYLINDRICAL BLACK WATER
 NE1542'TANK WITH FLAT
 NE1542'CONICAL ROOF ON TOP OF THE 120-FOOT FOUR-LEGGED
 NE1542'STEEL STRUCTURE LOCATED ABOUT 125
 NE1542'FEET S OF THE CENTER LINE OF
 NE1542'CLINTON STREET, 80 FEET SE OF THE SE CORNER OF THE
 NE1542'FIREHOUSE BUILDING
 NE1542'NEAR THE CENTER OF THE SMALL VILLAGE OF DURAND.  THE LEGEND
 NE1542'DURAND IN LARGE
 NE1542'YELLOW LETTERS IS PAINTED ON THE E AND W SIDES
 NE1542'OF THE TANK.
 NE1542'
 NE1542'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 NE1542'ROOF.
 NE1542'
 NE1542'THIS IS AN INTERSECTION STATION.
 NE1542
 NE1542                          STATION RECOVERY (1995)
 NE1542
 NE1542'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1834 ***********************************************************************
 MD1834  DESIGNATION -  DURY
 MD1834  PID         -  MD1834
 MD1834  STATE/COUNTY-  MI/HILLSDALE
 MD1834  USGS QUAD   -  PIONEER (1977)
 MD1834
 MD1834                         *CURRENT SURVEY CONTROL
 MD1834  ___________________________________________________________________
 MD1834* NAD 83(1994)-  41 42 16.53134(N)    084 36 42.64123(W)     ADJUSTED  
 MD1834* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 MD1834  ___________________________________________________________________
 MD1834  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 MD1834  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 MD1834
 MD1834  HORZ ORDER  -  FIRST
 MD1834
 MD1834.The horizontal coordinates were established by classical geodetic methods
 MD1834.and adjusted by the National Geodetic Survey in February 1997..
 MD1834
 MD1834.The orthometric height was scaled from a topographic map.
 MD1834
 MD1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1834
 MD1834.The geoid height was determined by GEOID03.
 MD1834
 MD1834;                    North         East     Units Scale Factor Converg.
 MD1834;SPC MI S     -    22,756.379 3,979,590.768   MT  1.00011701   -0 10 00.7
 MD1834;SPC MI S     -    74,660.04 13,056,400.16   iFT  1.00011701   -0 10 00.7
 MD1834;UTM  16      - 4,619,734.099   698,700.161   MT  1.00008588   +1 35 21.6
 MD1834
 MD1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1834!SPC MI S     -   0.99996033  x   1.00011701  =   1.00007734
 MD1834!UTM  16      -   0.99996033  x   1.00008588  =   1.00004621
 MD1834
 MD1834:                Primary Azimuth Mark                     Grid Az
 MD1834:SPC MI S     -  DURY AZ MK                               039 18 43.0
 MD1834:UTM  16      -  DURY AZ MK                               037 33 20.7
 MD1834
 MD1834|---------------------------------------------------------------------|
 MD1834| PID    Reference Object                     Distance      Geod. Az  |
 MD1834|                                                           dddmmss.s |
 MD1834| CE5992 DURY AZ MK                                         0390842.3 |
 MD1834| MD1836 MONTPELIER MUN POWER PLT STK        APPROX.13.8 KM 1785234.4 |
 MD1834| MD1835 BOUNDARY POST 9 MI OH               357.917 METERS 17950     |
 MD1834| CE5994 DURY RM 2                            55.047 METERS 27322     |
 MD1834| MD1832 READING MUNICIPAL TANK              APPROX.19.1 KM 3233739.5 |
 MD1834| CE5993 DURY RM 1                            24.872 METERS 35953     |
 MD1834|---------------------------------------------------------------------|
 MD1834
 MD1834                          SUPERSEDED SURVEY CONTROL
 MD1834
 MD1834  NAD 83(1986)-  41 42 16.52641(N)    084 36 42.65769(W) AD(       ) 1
 MD1834  NAD 27      -  41 42 16.34400(N)    084 36 42.83200(W) AD(       ) 1
 MD1834
 MD1834.Superseded values are not recommended for survey control.
 MD1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1834.See file dsdata.txt to determine how the superseded data were derived.
 MD1834
 MD1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9870019734(NAD 83)
 MD1834_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1834
 MD1834  HISTORY     - Date     Condition        Report By
 MD1834  HISTORY     - 1932     MONUMENTED       CGS
 MD1834  HISTORY     - 1960     SEE DESCRIPTION  USGS
 MD1834  HISTORY     - 1961     SEE DESCRIPTION  USGS
 MD1834  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD1834  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD1834
 MD1834                          STATION DESCRIPTION
 MD1834
 MD1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 MD1834'ABOUT 8.5 MILES NORTH OF
 MD1834'MONTPELIER, OHIO,
 MD1834'ON LAND OWNED BY EATON HUKILL, AND ON EAST SIDE OF NORTH-AND-
 MD1834'SOUTH DIRT ROAD OPPOSITE FARMHOUSE
 MD1834'OCCUPIED BY WILL DURY.  TO REACH FROM
 MD1834'MONTPELIER, GO NORTH 3.7 MILE ON U.S. ROUTE 20-S TO
 MD1834'JUNCTION WITH U.S. ROUTE 25
 MD1834'20-N, AND TAKE GRAVEL ROAD TO NORTH 4.2 MILES TO STATION SITE.
 MD1834'STATION IS 0.25 MILE SOUTH OF
 MD1834'HILLSDALE COUNTY ROAD NO. 300, 88.7 FEET BEARING N. 75 DEG E. FROM
 MD1834'NORTHWEST CORNER OF DURYS HOUSE, 1
 MD1834'FOOT WEST OF FENCE LINE PARALLELING ROAD, AND 21.5
 MD1834'FEET EAST OF CENTER LINE OF ROAD.  SURFACE
 MD1834'AND UNDERGROUND MARKS ARE STANDARD
 MD1834'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 MD1834'IS FLUSH WITH SURFACE.  REFERENCE
 MD1834'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 MD1834'NO. 1 PROJECTS 4 INCHES, AND
 MD1834'IS IN NORTH-AND-SOUTH FENCE LINE ALONG ROAD, 21 FEET
 MD1834'EAST OF CENTER LINE OF ROAD, AND 81.60 FEET
 MD1834'FROM STATION IN AZIMUTH 179 DEG 53 MIN.  NO. 2
 MD1834'PROJECTS 4 INCHES, AND IS NEAR NORTHWEST CORNER OF GARDEN JUST
 MD1834'NORTH OF DURYS HOUSE, 10
 MD1834'FEET SOUTH OF NORTHWEST CORNER OF GARDEN, 1 FOOT WEST OF FENCE LINE,
 MD1834'30 FEET EAST OF ROUND FARM
 MD1834'BUILDING, 88 FEET EAST BY SOUTH OF SOUTHEAST CORNER OF BARN,
 MD1834'95 FEET NORTHWEST OF NORTHWEST CORNER OF
 MD1834'HOUSE, 23 FEET SOUTH OF CENTER OF DRIVEWAY
 MD1834'LEADING TO BARN, AND 180.60 FEET FROM STATION IN AZIMUTH 93
 MD1834'DEG 22 MIN.  AZIMUTH MARK PROJECTS
 MD1834'6 INCHES, AND IS ABOUT 0.2 MILE EAST OF T-ROAD LEADING SOUTH TO
 MD1834'STATION, NEAR NORTHEAST CORNER
 MD1834'OF CULTIVATED FIELD, 28.5 FEET SOUTH OF CENTER OF COUNTY
 MD1834'HIGHWAY NO. 300, 21.5 FEET WEST OF OAK
 MD1834'TREE ABOUT 2.5 FEET IN DIAMETER, 11.7 FEET
 MD1834'WEST OF NORTHEAST CORNER OF FIELD, 1 FOOT NORTH OF FENCE
 MD1834'LINE ALONG ROAD, AND APPROXIMATELY 0.4
 MD1834'MILE FROM STATION IN AZIMUTH 219 DEG 08 MIN 43 SEC.  OHIO-MICHIGAN
 MD1834'BOUNDARY MONUMENT NO. 9 IS
 MD1834'357.918 METERS (1,174.27 FEET) FROM STATION IN AZIMUTH 359 DEG 50 MIN
 MD1834'06 SEC.
 MD1834
 MD1834                          STATION RECOVERY (1960)
 MD1834
 MD1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 MD1834'STATION WAS NOT FOUND.  FIELD EVIDENCE INDICATES THAT STATION HAS
 MD1834'BEEN DESTROYED BY ROAD
 MD1834'CONSTRUCTION.  A NEW ROAD NOW OCCUPIES THE SITE OF THE STATION.
 MD1834'
 MD1834'REFERENCE MARK 1 APPEARS TO HAVE BEEN RELOCATED AND IS APPROXIMATELY
 MD1834'30 FEET FROM ITS RECORDED
 MD1834'DESCRIPTION.  THE CONCRETE POST IS NOT IS A SOLID CONDITION AND
 MD1834'CAN BE ROCKED WITH LITTLE EFFORT.
 MD1834'
 MD1834'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.
 MD1834
 MD1834                          STATION RECOVERY (1961)
 MD1834
 MD1834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 MD1834'STATION COULD NOT BE FOUND, BUT R.M. 2 WAS FOUND O.K.
 MD1834
 MD1834                          STATION RECOVERY (1988)
 MD1834
 MD1834'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD1834'MARK NOT FOUND.
 MD1834
 MD1834                          STATION RECOVERY (2000)
 MD1834
 MD1834'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD1834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0636 ***********************************************************************
 RK0636  DESIGNATION -  DUTCH
 RK0636  PID         -  RK0636
 RK0636  STATE/COUNTY-  MI/ALGER
 RK0636  USGS QUAD   -  
 RK0636
 RK0636                         *CURRENT SURVEY CONTROL
 RK0636  ___________________________________________________________________
 RK0636* NAD 83(1994)-  46 20 57.71074(N)    086 29 52.18917(W)     ADJUSTED  
 RK0636* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 RK0636  ___________________________________________________________________
 RK0636  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 RK0636  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 RK0636
 RK0636  HORZ ORDER  -  SECOND
 RK0636
 RK0636.The horizontal coordinates were established by classical geodetic methods
 RK0636.and adjusted by the National Geodetic Survey in February 1997..
 RK0636
 RK0636.The orthometric height was scaled from a topographic map.
 RK0636
 RK0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0636
 RK0636.The geoid height was determined by GEOID03.
 RK0636
 RK0636;                    North         East     Units Scale Factor Converg.
 RK0636;SPC MI N     -   174,177.554 8,038,650.178   MT  0.99990346   +0 21 46.7
 RK0636;SPC MI N     -   571,448.67 26,373,524.21   iFT  0.99990346   +0 21 46.7
 RK0636;UTM  16      - 5,132,987.949   538,638.684   MT  0.99961835   +0 21 48.1
 RK0636
 RK0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0636!SPC MI N     -   0.99996504  x   0.99990346  =   0.99986851
 RK0636!UTM  16      -   0.99996504  x   0.99961835  =   0.99958341
 RK0636
 RK0636|---------------------------------------------------------------------|
 RK0636| PID    Reference Object                     Distance      Geod. Az  |
 RK0636|                                                           dddmmss.s |
 RK0636| CH1080 DUTCH RM 1                           29.889 METERS 16509     |
 RK0636| CH1081 DUTCH RM 2                           26.909 METERS 23939     |
 RK0636| RK0639 WETMORE LOOKOUT TOWER               APPROX. 9.3 KM 2805321.0 |
 RK0636| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.14.9 KM 2981505.8 |
 RK0636| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.15.0 KM 2982508.7 |
 RK0636| CH1079 DUTCH AZ MK                                        3030100.6 |
 RK0636|---------------------------------------------------------------------|
 RK0636
 RK0636                          SUPERSEDED SURVEY CONTROL
 RK0636
 RK0636  NAD 83(1986)-  46 20 57.70549(N)    086 29 52.18642(W) AD(       ) 2
 RK0636  NAD 27      -  46 20 57.87453(N)    086 29 51.62245(W) AD(       ) 2
 RK0636
 RK0636.Superseded values are not recommended for survey control.
 RK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0636.See file dsdata.txt to determine how the superseded data were derived.
 RK0636
 RK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES3863932988(NAD 83)
 RK0636_MARKER: DS = TRIANGULATION STATION DISK
 RK0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0636_STAMPING: DUTCH
 RK0636_MARK LOGO: CGS   
 RK0636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0636+STABILITY: SURFACE MOTION
 RK0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0636+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2002
 RK0636
 RK0636  HISTORY     - Date     Condition        Report By
 RK0636  HISTORY     - 1965     MONUMENTED       CGS
 RK0636  HISTORY     - 19960724 GOOD             MI-003
 RK0636  HISTORY     - 20020415 GOOD             MIDT
 RK0636  HISTORY     - 20030728 GOOD             USPSQD
 RK0636  HISTORY     - 20060911 GOOD             USPSQD
 RK0636
 RK0636                          STATION DESCRIPTION
 RK0636
 RK0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0636'LOCATED ABOUT 1-1/2 MILES WEST OF SHINGLETON, IN SEC. 25, T-46-N,
 RK0636'R-18-W, AND ON ROAD RIGHT-OF-WAY.
 RK0636'
 RK0636'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0636'IN SHINGLETON, GO WEST ON HIGHWAY 28 FOR 1.25 MILES TO THE STATION
 RK0636'ON THE LEFT.
 RK0636'
 RK0636'STATION MARKS ARE STANDARD DISKS STAMPED DUTCH 1965.  THE SURFACE
 RK0636'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS
 RK0636'6 INCHES.  IT IS 118 FEET NORTHEAST OF THE NORTH RAIL OF A RAILROAD
 RK0636'TRACK, 79 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET
 RK0636'NORTHEAST OF TELEPHONE POLE NO. 3918, AND 5.4 FEET WEST OF A
 RK0636'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RK0636'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0636'
 RK0636'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DUTCH NO 1 1965, IS SET
 RK0636'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RK0636'IS 156 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 99 FEET
 RK0636'SOUTHEAST OF THE WITNESS POST, 48 FEET NORTH OF THE NORTH RAIL OF
 RK0636'THE RAILROAD TRACK, AND 62 FEET WEST OF A TELEPHONE POLE.
 RK0636'
 RK0636'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED DUTCH NO 2 1965, IS SET
 RK0636'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 RK0636'IS 154 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 94 FEET
 RK0636'SOUTHWEST OF THE WITNESS POST, 41.5 FEET NORTH OF THE NORTH RAIL OF
 RK0636'THE RAILROAD TRACK, AND 35 FEET WEST OF A TELEPHONE POLE.
 RK0636'
 RK0636'AZIMUTH MARK, A STANDARD DISK STAMPED DUTCH 1965, IS SET IN THE TOP
 RK0636'OF A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 72 FEET
 RK0636'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 51.8 FEET NORTHEAST OF
 RK0636'THE NORTH RAIL OF THE RAILROAD TRACK, 4 FEET SOUTHEAST OF
 RK0636'TELEPHONE POLE NO. 3937, AND 1.8 FEET NORTHEAST OF A METAL WITNESS
 RK0636'POST.
 RK0636'
 RK0636'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON HIGHWAY
 RK0636'28 FOR 0.5 MILE TO THE MARK ON THE LEFT.
 RK0636'
 RK0636'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0636
 RK0636                          STATION RECOVERY (1996)
 RK0636
 RK0636'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0636'RECOVERED AS DESCRIBED.
 RK0636
 RK0636                          STATION RECOVERY (2002)
 RK0636
 RK0636'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0636'RECOVERED IN GOOD CONDITION.
 RK0636
 RK0636                          STATION RECOVERY (2003)
 RK0636
 RK0636'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0636'STA MARK, RM 1, RM 2 AND AZ MARK ALL FOUND IN GOOD CONDITION.
 RK0636
 RK0636                          STATION RECOVERY (2006)
 RK0636
 RK0636'RECOVERY NOTE BY US POWER SQUADRON 2006
 RK0636'RM 1 AND RM2 ALSO FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1641 ***********************************************************************
 NF1641  DESIGNATION -  DUTTON
 NF1641  PID         -  NF1641
 NF1641  STATE/COUNTY-  MI/KENT
 NF1641  USGS QUAD   -  CALEDONIA (1982)
 NF1641
 NF1641                         *CURRENT SURVEY CONTROL
 NF1641  ___________________________________________________________________
 NF1641* NAD 83(1994)-  42 49 58.49135(N)    085 32 43.60303(W)     ADJUSTED  
 NF1641* NAVD 88     -       259.8    (meters)     852.     (feet)  VERTCON   
 NF1641  ___________________________________________________________________
 NF1641  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 NF1641  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NF1641
 NF1641  HORZ ORDER  -  FIRST
 NF1641
 NF1641.The horizontal coordinates were established by classical geodetic methods
 NF1641.and adjusted by the National Geodetic Survey in February 1997..
 NF1641
 NF1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1641
 NF1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1641
 NF1641.The geoid height was determined by GEOID03.
 NF1641
 NF1641;                    North         East     Units Scale Factor Converg.
 NF1641;SPC MI S     -   148,731.160 3,903,633.300   MT  0.99990729   -0 48 07.9
 NF1641;SPC MI S     -   487,963.12 12,807,195.87   iFT  0.99990729   -0 48 07.9
 NF1641;UTM  16      - 4,743,286.503   618,880.087   MT  0.99977386   +0 59 20.4
 NF1641
 NF1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1641!SPC MI S     -   0.99996454  x   0.99990729  =   0.99987183
 NF1641!UTM  16      -   0.99996454  x   0.99977386  =   0.99973841
 NF1641
 NF1641|---------------------------------------------------------------------|
 NF1641| PID    Reference Object                     Distance      Geod. Az  |
 NF1641|                                                           dddmmss.s |
 NF1641| CG9997 DUTTON RM 2                          27.517 METERS 08419     |
 NF1641| CG9995 DUTTON AZ MK                                       1801238.5 |
 NF1641| CG9996 DUTTON RM 1                          25.739 METERS 34304     |
 NF1641|---------------------------------------------------------------------|
 NF1641
 NF1641                          SUPERSEDED SURVEY CONTROL
 NF1641
 NF1641  NAD 83(1986)-  42 49 58.49070(N)    085 32 43.61880(W) AD(       ) 1
 NF1641  NAD 27      -  42 49 58.37674(N)    085 32 43.54210(W) AD(       ) 1
 NF1641  NGVD 29 (07/19/86)  259.9    (m)          853.     (f) VERT ANG       
 NF1641
 NF1641.Superseded values are not recommended for survey control.
 NF1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1641.See file dsdata.txt to determine how the superseded data were derived.
 NF1641
 NF1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1888043287(NAD 83)
 NF1641_MARKER: DS = TRIANGULATION STATION DISK
 NF1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1641_SP_SET: CONCRETE POST
 NF1641_STAMPING: DUTTON 1969
 NF1641_MARK LOGO: CGS   
 NF1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1641+STABILITY: SURFACE MOTION
 NF1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1641+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2006
 NF1641
 NF1641  HISTORY     - Date     Condition        Report By
 NF1641  HISTORY     - 1969     MONUMENTED       CGS
 NF1641  HISTORY     - 1969     GOOD             CGS
 NF1641  HISTORY     - 1980     GOOD             MIDH
 NF1641  HISTORY     - 19890328 GOOD             MIDT
 NF1641  HISTORY     - 19890328 GOOD             MIDT
 NF1641  HISTORY     - 19921219 GOOD             LOCENG
 NF1641  HISTORY     - 19950314 GOOD             MI-081
 NF1641  HISTORY     - 19950314 GOOD             MI-081
 NF1641  HISTORY     - 19991009 GOOD             USPSQD
 NF1641  HISTORY     - 20060923 GOOD             GEOCAC
 NF1641
 NF1641                          STATION DESCRIPTION
 NF1641
 NF1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1641'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF GRAND RAPIDS,
 NF1641'3.5 MILES
 NF1641'NORTH-NORTHWEST OF CALEDONIA AND 1.8 MILES EAST-SOUTHEAST
 NF1641'OF DUTTON IN THE W 1/2 OF
 NF1641'SEC. 7, T. 5 N., R. 10 W. ON PROPERTY OWNED
 NF1641'BY MR. J. G. SARVER.
 NF1641'
 NF1641'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST
 NF1641'ON W MAIN STREET
 NF1641'FOR 0.3 MILE TO THE JUNCTION OF SCHOOL AVENUE.  TURN
 NF1641'LEFT ON SCHOOL AVENUE AND GO SOUTH
 NF1641'FOR ABOUT 100 FEET TO THE JUNCTION
 NF1641'OF JOHNSON STREET.  TURN RIGHT ON JOHNSON STREET AND
 NF1641'GO WEST FOR 0.3
 NF1641'MILE TO THE JUNCTION OF KRAFT SE.  TURN RIGHT ON KRAFT SE AND GO
 NF1641'NORTH FOR 1.6 MILES
 NF1641'TO THE JUNCTION OF 84TH SE.  TURN LEFT ON 84TH SE AND GO
 NF1641'WEST FOR 0.9 MILE TO THE
 NF1641'JUNCTION OF PATTERSON AVENUE.  TURN RIGHT AND
 NF1641'GO NORTH ON PATTERSON AVENUE FOR 0.55 MILE
 NF1641'TO THE AZIMUTH MARK ON THE
 NF1641'RIGHT.  CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.45 MILE TO
 NF1641'THE JUNCTION OF 76TH
 NF1641'SE.  CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.4 MILE TO A HOUSE
 NF1641'(7220 PATTERSON AVENUE)
 NF1641'AND THE STATION IN THE SOUTHWEST CORNER OF THE
 NF1641'LAWN.
 NF1641'
 NF1641'THE STATION MARK IS A STANDARD DISK STAMPED DUTTON 1969, SET IN
 NF1641'THE TOP OF A
 NF1641'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 NF1641'THE GROUND SURFACE.  IT IS 73
 NF1641'FEET SOUTHWEST OF THE SOUTHWEST CORNER
 NF1641'OF THE HOUSE AND 45 FEET EAST OF THE CENTER OF
 NF1641'PATTERSON AVENUE.
 NF1641'
 NF1641'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUTTON NO 1 1969,
 NF1641'SET IN THE TOP OF
 NF1641'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 NF1641'WITH THE SURFACE OF THE GROUND.  IT
 NF1641'IS 67.7 FEET WEST OF THE WEST FACE
 NF1641'OF THE HOUSE AND 20.3 FEET EAST OF THE CENTER OF
 NF1641'PATTERSON AVENUE.
 NF1641'
 NF1641'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUTTON NO 2 1969, SET IN
 NF1641'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 NF1641'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 9 FEET EAST-SOUTHEAST OF
 NF1641'A POWER POLE WITH A TRANSFORMER.
 NF1641'
 NF1641'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DUTTON 1969, SET IN
 NF1641'THE TOP OF A
 NF1641'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 NF1641'INCHES ABOVE THE SURFACE OF THE
 NF1641'GROUND.  IT IS 27.4 FEET EAST OF THE
 NF1641'CENTER OF PATTERSON AVENUE AND 1.8 FEET
 NF1641'SOUTH-SOUTHEAST OF A METAL
 NF1641'WITNESS POST.
 NF1641'
 NF1641'NO MEASUREMENTS BETWEEN R. M. S DUE TO A TREE ON LINE.
 NF1641'
 NF1641'HEIGHT OF LIGHT ABOVE STATION MARK 34.4 METERS.
 NF1641
 NF1641                          STATION RECOVERY (1969)
 NF1641
 NF1641'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF1641'RECOVERED IN GOOD CONDITION.
 NF1641
 NF1641                          STATION RECOVERY (1980)
 NF1641
 NF1641'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1641'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1641'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR AND NOT FOUND.  THE
 NF1641'METAL WITNESS POST FOR THE AZIMUTH HAS BEEN REMOVED AND THERE HAS BEEN
 NF1641'EXTENSIVE FARMING IN THAT AREA.
 NF1641
 NF1641                          STATION RECOVERY (1989)
 NF1641
 NF1641'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (RR)
 NF1641'RECOVERED AS DESCRIBED. SUBSTATION MARK.
 NF1641
 NF1641                          STATION RECOVERY (1989)
 NF1641
 NF1641'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (RR)
 NF1641'RECOVERED AS DESCRIBED. SUBSTATION MARK.
 NF1641
 NF1641                          STATION RECOVERY (1992)
 NF1641
 NF1641'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1641'TO REACH THE STATION FROM THE POST OFFICE IN CALEDONIA, GO WEST
 NF1641'ON W MAIN STREET FOR 0.3 MILE TO THE JUNCTION OF SCHOOL AVENUE
 NF1641'.  TURN LEFT ON SCHOOL AVENUE AND GO SOUTH FOR 100 FEET TO THE
 NF1641'JUNCTION OF JOHNSON STREET.  TURN RIGHT ON JOHNSON STREET  AND GO
 NF1641'WEST FOR 0.3 MILE TO THE JUNCTION OF KRAFT SE.  TURN RIGHT ON
 NF1641'KRAFT SE AND GO NORTH FOR 1.6 MILES TO THE JUNCTION OF 84TH SE.
 NF1641'TURN LEFT ON 84TH SE AND GO WEST FOR 0.9 MILE TO THE JUNCTION OF
 NF1641'PATTERSON AVENUE.  TURN RIGHT AND GO NORTH ON PATTERSON AVENUE FOR
 NF1641'0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD ON
 NF1641'PATTERSON AVENUE FOR 0.45 MILE TO THE JUNCTION OF 76TH SE.
 NF1641'CONTINUE AHEAD ON PATTERSON AVENUE FOR 0.4 MILE TO A HOUSE (7220
 NF1641'PATTERSON AVENUE) AND THE STATION IN THE SOUTHWEST CORNER OF THE
 NF1641'LAWN, IN TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 NF1641'WITH THE GROUND, 73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NF1641'HOUSE, AND 45 FEET EAST OF THE CENTER OF PATTERSON AVENUE.
 NF1641'AT THE SOUTHWEST ADDITION OF THE CORNER OF A GARDEN
 NF1641'AND EAST OF A 6-INCH ELM TREE.  NOTE= PROPERTY OWNER REQUESTS
 NF1641'STATION BE LOWERED AS IT IS HAMPERING HIS GARDEN OPERATION.
 NF1641
 NF1641                          STATION RECOVERY (1995)
 NF1641
 NF1641'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF1641'RECOVERED AS DESCRIBED.
 NF1641
 NF1641                          STATION RECOVERY (1995)
 NF1641
 NF1641'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF1641'STATION IS LOCATED IN SECTION 7, T-5-N, R-10-W, CALEDONIA TOWNSHIP. IT
 NF1641'IS 0.5 MI (0.8 KM) NORTH OF 68TH STREET ON THE EAST SIDE OF PATTERSON
 NF1641'AVENUE. TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 131 AND 68TH
 NF1641'STREET (EXIT 77 WHICH IS APPROXIMATELY 9.0 MI (14.5 KM) SOUTH OF
 NF1641'DOWNTOWN GRAND RAPIDS), TRAVEL EAST FOR 6.5 MI (10.5 KM) ALONG 68TH
 NF1641'STREET TO PATTERSON AVENUE.  TURN RIGHT AND TRAVEL SOUTH FOR 0.5 MI
 NF1641'(0.8 KM) TO STATION,   PROJECTS ABOUT 6-INCHES ABOVE THE GROUND
 NF1641'SURFACE,  8.0 FT (2.4 M) EAST OF AN 8-INCH ELM TREE, 73.0 FT (22.3 M)
 NF1641'SOUTHWEST FROM THE NORTHEAST CORNER OF HOUSE NUMBER 7220 PATERSON
 NF1641'AVENUE, 45.0 FT (13.7 M) WEST OF THE CENTERLINE OF ROAD, 15.0 FT (4.6
 NF1641'M) NORTH FROM A CLUMP OF MAPLE TREES, AND 2.0 FT (0.6 M) SOUTHEAST
 NF1641'FROM A CARSONITE WITNESS POST.
 NF1641
 NF1641                          STATION RECOVERY (1999)
 NF1641
 NF1641'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1641'RECOVERED IN GOOD CONDITION.
 NF1641
 NF1641                          STATION RECOVERY (2006)
 NF1641
 NF1641'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 NF1641'CORDS RIGHT ON, GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0825 ***********************************************************************
 QK0825  DESIGNATION -  DYER
 QK0825  PID         -  QK0825
 QK0825  STATE/COUNTY-  MI/CHARLEVOIX
 QK0825  USGS QUAD   -  
 QK0825
 QK0825                         *CURRENT SURVEY CONTROL
 QK0825  ___________________________________________________________________
 QK0825* NAD 83(1994)-  45 14 02.29161(N)    085 08 21.84166(W)     ADJUSTED  
 QK0825* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 QK0825  ___________________________________________________________________
 QK0825  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 QK0825  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 QK0825
 QK0825  HORZ ORDER  -  THIRD
 QK0825
 QK0825.The horizontal coordinates were established by classical geodetic methods
 QK0825.and adjusted by the National Geodetic Survey in February 1997..
 QK0825
 QK0825.The orthometric height was scaled from a topographic map.
 QK0825
 QK0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0825
 QK0825.The geoid height was determined by GEOID03.
 QK0825
 QK0825;                    North         East     Units Scale Factor Converg.
 QK0825;SPC MI C     -   213,340.772 5,939,326.297   MT  0.99992555   -0 32 45.1
 QK0825;SPC MI C     -   699,936.92 19,485,978.66   iFT  0.99992555   -0 32 45.1
 QK0825;UTM  16      - 5,010,625.923   646,045.489   MT  0.99986226   +1 19 16.5
 QK0825
 QK0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0825!SPC MI C     -   0.99996694  x   0.99992555  =   0.99989249
 QK0825!UTM  16      -   0.99996694  x   0.99986226  =   0.99982920
 QK0825
 QK0825|---------------------------------------------------------------------|
 QK0825| PID    Reference Object                     Distance      Geod. Az  |
 QK0825|                                                           dddmmss.s |
 QK0825| CH1083 DYER RM 1                            12.332 METERS 08119     |
 QK0825| CH1084 DYER RM 2                            18.244 METERS 33433     |
 QK0825| CH1082 DYER AZ MK                                         3564211.0 |
 QK0825|---------------------------------------------------------------------|
 QK0825
 QK0825                          SUPERSEDED SURVEY CONTROL
 QK0825
 QK0825  NAD 83(1986)-  45 14 02.28719(N)    085 08 21.84258(W) AD(       ) 3
 QK0825  NAD 27      -  45 14 02.25700(N)    085 08 21.63500(W) AD(       ) 3
 QK0825
 QK0825.Superseded values are not recommended for survey control.
 QK0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0825.See file dsdata.txt to determine how the superseded data were derived.
 QK0825
 QK0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4604510626(NAD 83)
 QK0825_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0825
 QK0825  HISTORY     - Date     Condition        Report By
 QK0825  HISTORY     - 1956     MONUMENTED       CGS
 QK0825  HISTORY     - 19940521 MARK NOT FOUND   LOCENG
 QK0825
 QK0825                          STATION DESCRIPTION
 QK0825
 QK0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0825'THE STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF CHARLEVOIX, ABOUT 7
 QK0825'MILES NORTHEAST OF ELLSWORTH,
 QK0825'ABOUT 6 MILES NORTH OF EAST JORDAN ON COUNTY ROAD RIGHT-OF-WAY.  IT
 QK0825'IS 70 FEET SOUTHEAST OF THE
 QK0825'INTERSECTION OF A GRAVEL CROSSROAD, 33 FEET SOUTH OF THE CENTERLINE
 QK0825'OF A GRAVEL ROAD, 60 FEET EAST OF THE
 QK0825'CENTERLINE OF A GRAVEL ROAD, 4 FEET SOUTHEAST
 QK0825'OF A WHITE WITNESS POST, 13 FEET NORTH OF THE NORTH EDGE
 QK0825'OF A CULTIVATED FIELD AND
 QK0825'19 FEET NORTHEAST OF A 48 INCH ELM TREE.  THE MARK PROJECTS 1 INCH
 QK0825'AND THE DISK IS STAMPED DYER 1956.
 QK0825'
 QK0825'TO REACH THE STATION FROM THE JUNCTION OF MAIN STREET AND ESTERLY
 QK0825'STREET IN EAST JORDAN, GO
 QK0825'NORTH ON MAIN STREET FOR 0.4 MILE TO EAST DIVISION STREET.  TURN LEFT
 QK0825'AND GO WEST ON EAST DIVISION STREET
 QK0825'FOR 0.1 MILE TO BOYNE ROAD.  TURN RIGHT AND GO NORTH ON
 QK0825'BOYNE ROAD FOR 1.0 MILE TO A T ROAD.  TURN LEFT
 QK0825'AND GO WEST ON PENINSULA ROAD FOR 0.5
 QK0825'MILE TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON PAVED ROAD FOR
 QK0825'2.65 MILES TO THE END OF THE
 QK0825'PAVEMENT.  CONTINUE NORTH ON GRAVEL ROAD FOR 1.3 MILES TO A GRAVEL
 QK0825'CROSSROAD AND THE MARK ON THE
 QK0825'RIGHT.
 QK0825'
 QK0825'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON GRAVEL ROAD
 QK0825'FOR 0.25 MILE TO THE MARK ON
 QK0825'THE LEFT.
 QK0825'
 QK0825'REFERENCE MARK 1 IS 28 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD
 QK0825'AND 8 FEET NORTH OF THE
 QK0825'NORTH EDGE OF A CULTIVATED FIELD.  THE MARK PROJECTS 2 INCHES AND THE
 QK0825'DISK IS STAMPED DYER NO 1 1956.
 QK0825'
 QK0825'REFERENCE MARK 2 IS 21 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0825'35 FEET EAST OF THE CENTERLINE
 QK0825'OF A GRAVEL ROAD AND 41 FEET NORTHEAST OF THE INTERSECTION OF THE
 QK0825'GRAVEL CROSSROAD.  THE MARK PROJECTS
 QK0825'2 INCHES AND THE DISK IS STAMPED DYER NO 2 1956.
 QK0825'
 QK0825'THE AZIMUTH MARK IS 34 FEET WEST OF THE CENTERLINE OF A GRAVEL
 QK0825'CROSSROAD, 3 FEET SOUTHWEST
 QK0825'OF A WHITE WITNESS POST, 3 FEET NORTH OF THE NORTH EDGE OF A LAWN, 21
 QK0825'FEET NORTH OF A POWER LINE POLE,
 QK0825'83 FEET NORTH OF THE CENTERLINE OF A GRAVEL DRIVEWAY AND
 QK0825'AT THE SOUTHEAST CORNER OF A CHERRY ORCHARD.
 QK0825'THE MARK PROJECTS 1 INCH AND THE DISK IS
 QK0825'STAMPED DYER 1956.
 QK0825'
 QK0825'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QK0825
 QK0825                          STATION RECOVERY (1994)
 QK0825
 QK0825'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0825'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1610 ***********************************************************************
 NF1610  DESIGNATION -  DYGERT
 NF1610  PID         -  NF1610
 NF1610  STATE/COUNTY-  MI/KENT
 NF1610  USGS QUAD   -  ALTO (1978)
 NF1610
 NF1610                         *CURRENT SURVEY CONTROL
 NF1610  ___________________________________________________________________
 NF1610* NAD 83(1994)-  42 50 28.11446(N)    085 25 09.11913(W)     ADJUSTED  
 NF1610* NAVD 88     -       265.0    (meters)     869.     (feet)  VERTCON   
 NF1610  ___________________________________________________________________
 NF1610  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 NF1610  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF1610
 NF1610  HORZ ORDER  -  FIRST
 NF1610
 NF1610.The horizontal coordinates were established by classical geodetic methods
 NF1610.and adjusted by the National Geodetic Survey in February 1997..
 NF1610
 NF1610.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1610
 NF1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1610
 NF1610.The geoid height was determined by GEOID03.
 NF1610
 NF1610;                    North         East     Units Scale Factor Converg.
 NF1610;SPC MI S     -   149,508.357 3,913,964.894   MT  0.99990717   -0 42 58.6
 NF1610;SPC MI S     -   490,512.98 12,841,092.17   iFT  0.99990717   -0 42 58.6
 NF1610;UTM  16      - 4,744,386.139   629,181.124   MT  0.99980530   +1 04 30.2
 NF1610
 NF1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1610!SPC MI S     -   0.99996374  x   0.99990717  =   0.99987091
 NF1610!UTM  16      -   0.99996374  x   0.99980530  =   0.99976904
 NF1610
 NF1610|---------------------------------------------------------------------|
 NF1610| PID    Reference Object                     Distance      Geod. Az  |
 NF1610|                                                           dddmmss.s |
 NF1610| NF1762 DYGERT RM 3                          25.981 METERS 03711     |
 NF1610| CG9999 DYGERT RM 1 AZIMUTH                                09908     |
 NF1610| CG9998 DYGERT AZ MK 2                                     2733848.2 |
 NF1610| NF1763 DYGERT RM 4                          26.320 METERS 31543     |
 NF1610| CH0186 DYGERT RM 2                          24.870 METERS 34719     |
 NF1610|---------------------------------------------------------------------|
 NF1610
 NF1610                          SUPERSEDED SURVEY CONTROL
 NF1610
 NF1610  NAD 83(1986)-  42 50 28.11417(N)    085 25 09.13453(W) AD(       ) 1
 NF1610  NAD 27      -  42 50 27.99579(N)    085 25 09.07410(W) AD(       ) 1
 NF1610  NGVD 29 (07/19/86)  265.1    (m)          870.     (f) VERT ANG       
 NF1610
 NF1610.Superseded values are not recommended for survey control.
 NF1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1610.See file dsdata.txt to determine how the superseded data were derived.
 NF1610
 NF1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2918144386(NAD 83)
 NF1610_MARKER: DS = TRIANGULATION STATION DISK
 NF1610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1610_SP_SET: SQUARE CONCRETE MONUMENT
 NF1610_STAMPING: DYGERT 1931
 NF1610_MARK LOGO: CGS   
 NF1610_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1610+STABILITY: SURFACE MOTION
 NF1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1610+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2003
 NF1610
 NF1610  HISTORY     - Date     Condition        Report By
 NF1610  HISTORY     - 1931     MONUMENTED       CGS
 NF1610  HISTORY     - 1931     GOOD             CGS
 NF1610  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NF1610  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF1610  HISTORY     - 1980     GOOD             MIDH
 NF1610  HISTORY     - 19840224 GOOD             NGS
 NF1610  HISTORY     - 19921219 GOOD             LOCENG
 NF1610  HISTORY     - 19940815 GOOD             LOCENG
 NF1610  HISTORY     - 19991009 GOOD             USPSQD
 NF1610  HISTORY     - 20030924 GOOD             INDIV
 NF1610
 NF1610                          STATION DESCRIPTION
 NF1610
 NF1610'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF1610'ABOUT 2 MILES WEST AND 1 MILE
 NF1610'SOUTH OF ALTO AND
 NF1610'3 MILES EAST OF ALASKA, ON SOUTH SIDE OF COUNTY ROUTE 456, ON
 NF1610'LAND OWNED BY CHARLES DYGERT.  TO
 NF1610'REACH FROM GRAND RAPIDS, FOLLOW ROUTE
 NF1610'M-50 10 MILES TO CASCADE, CONTINUE SOUTHEAST ON
 NF1610'PAVEMENT 2 MILES TO COUTNY
 NF1610'ROUTE 611 LEADING TO RIGHT, TURN RIGHT AND GO 3.3 MILES TO ROUTE
 NF1610'456 LEADING EAST, AND FOLLOW
 NF1610'ROUTE 456 EAST 2-1/4 MILES TO STATION.  STATION IS 35.10 METERS
 NF1610'(115.2 FEET) SOUTH OF CENTER
 NF1610'LINE OF ROUTE 456, AND 0.3 METER (1 FOOT) WEST OF NORTH-AND-
 NF1610'SOUTH FENCE LINE.  SURFACE AND
 NF1610'UNDERGROUND MARKS ARE STANDARD DISK STATION
 NF1610'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 NF1610'PROJECTS 6 INCHES ABOVE GROUND.
 NF1610'REFERENCE MARKS ARE STANDARD DISK REFERENCE MARKS IN CONCRETE,
 NF1610'NOTE 11A.  NO. 1 IS ON WEST
 NF1610'SIDE OF WEST BOWNE ROAD, 8 METERS (26 FEET) WEST OF CENTER LINE OF
 NF1610'ROAD 0.3 METER (1 FOOT) EAST OF
 NF1610'FENCE LINE, 0.1 MILE SOUTH OF INTERSECTION OF WEST BOWNE
 NF1610'ROAD AND COUNTY ROUTE 456, AND APPROXIMATELY
 NF1610'1/2 MILE FROM STATION IN AZIMUTH
 NF1610'279 DEG 07 MIN 58 SEC.  NO. 2 IS 0.5 METER (2 FEET) SOUTH OF
 NF1610'EAST-AND-WEST FENCE LINE, 8 METERS
 NF1610'(26 FEET) SOUTH OF ROUTE 456, 3.5 METERS (11FEET) WEST OF
 NF1610'NORTH-AND-SOUTH FENCE LINE,
 NF1610'AND 24.87 METER (81.6 FEET) FROM STATION IN AZIMUTH 167 DEG 19 MIN.
 NF1610
 NF1610                          STATION RECOVERY (1931)
 NF1610
 NF1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 NF1610'RECOVERED IN GOOD CONDITION.
 NF1610
 NF1610                          STATION RECOVERY (1964)
 NF1610
 NF1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF1610'RECOVERED AS DESCRIBED.
 NF1610
 NF1610                          STATION RECOVERY (1969)
 NF1610
 NF1610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1610'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK
 NF1610'1 WHICH WAS USED
 NF1610'AS AN AZIMUTH MARK IN 1931 HAS BEEN DESTROYED.
 NF1610'REFERENCE MARK 2 WAS SEARCHED FOR
 NF1610'AND WAS NOT RECOVERED.  REFERENCE MARKS
 NF1610'3 AND 4 AND AZIMUTH MARK 2 WERE ESTABLISHED AT THIS
 NF1610'TIME.  FOLLOWING IS
 NF1610'A NEW DESCRIPTION.
 NF1610'
 NF1610'THE STATION IS LOCATED NEAR THE NORTH CENTER OF SECTION 7, T. 5 N.,
 NF1610'R. 11 W. AND ON
 NF1610'PROPERTY OF MR. PAUL KINYOU.  IT IS LOCATED ABOUT 9 MILES
 NF1610'NORTH-NORTHEAST OF MIDDLEVILLE, 6
 NF1610'MILES NORTHEAST OF CALEDONIA, 3 MILES
 NF1610'EAST OF ALASKA AND 2-1/2 MILES SOUTH OF INTERSTATE
 NF1610'HIGHWAY 96.
 NF1610'
 NF1610'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST
 NF1610'ON EAST MAIN
 NF1610'STREET FOR 0.2 MILE TO A FORK.  BEAR LEFT AND GO NORTH ON
 NF1610'GRAND RAPIDS ROAD WHICH BECOMES
 NF1610'WHITNEYVILLE ROAD SE FOR 3.85 MILES TO
 NF1610'THE KENT COUNTY LINE.  CONTINUE IN A NORTHERLY
 NF1610'DIRECTION ON WHITNEYVILLE
 NF1610'ROAD SE FOR 2.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO IN AN
 NF1610'EASTERLY DIRECTION
 NF1610'ON 84TH STREET SE FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 NF1610'AND GO NORTH ON MC CORDS
 NF1610'AVENUE SE (GRAVELED) FOR 2.0 MILES TO A SIDE
 NF1610'ROAD RIGHT.  TURN RIGHT AND GO EAST ON 68TH
 NF1610'STREET SE FOR 0.75 MILE TO A
 NF1610'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE
 NF1610'INTERSECTION.  CONTINUE
 NF1610'EAST ON 68TH STREET SE FOR 0.5 MILE TO THE TOP OF A HILL AND
 NF1610'THE STATION ON THE RIGHT.
 NF1610'
 NF1610'THE STATION MARK IS A STANDARD DISK STAMPED DYGERT 1931, SET IN
 NF1610'THE TOP OF A
 NF1610'14-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES
 NF1610'ABOVE THE GROUND.  IT IS 108
 NF1610'FEET SOUTH OF THE CENTER OF 68TH STREET SE,
 NF1610'1.5 FEET NORTH OF A METAL WITNESS POST AND 1
 NF1610'FOOT WEST OF A NORTH-SOUTH
 NF1610'WIRE FENCE.  (NOTES 1A 7A)
 NF1610'
 NF1610'REFERENCE MARK 3 IS A STANDARD DISK STAMPED DYGERT 1931 NO 3
 NF1610'1969, SET IN THE
 NF1610'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1610'WHICH PROJECTS 3 INCHES ABOVE THE
 NF1610'GROUND.  IT IS 39 FEET SOUTH OF THE
 NF1610'CENTER OF 68TH STREET SE, 1.5 FEET WEST-SOUTHWEST OF
 NF1610'A METAL WITNESS
 NF1610'POST AND ABOUT 2 FEET LOWER THAN THE STATION MARK.  (NOTE 11B)
 NF1610'
 NF1610'REFERENCE MARK 4 IS A STANDARD DISK STAMPED DYGERT 1931 NO 4
 NF1610'1969, SET IN THE
 NF1610'TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1610'WHICH PROJECTS 3 INCHES ABOVE THE
 NF1610'GROUND.  IT IS 45 FEET SOUTH OF THE
 NF1610'CENTER OF 68TH STREET SE AND 1.5 FEET WEST-SOUTHWEST
 NF1610'OF A METAL
 NF1610'WITNESS POST.  (NOTE 11B)
 NF1610'
 NF1610'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DYGERT 1931 NO 2 1969,
 NF1610'SET IN THE TOP OF
 NF1610'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1610'6 INCHES ABOVE THE GROUND.  IT IS 93
 NF1610'FEET WEST OF THE CENTER OF SNOW
 NF1610'AVENUE SE, 68 FEET NORTH OF THE CENTER OF 68TH STREET
 NF1610'SE, 2.4 FEET SOUTH OF
 NF1610'TELEPHONE POLE NUMBER 651 AND 2 FEET NORTH-NORTHEAST OF A METAL
 NF1610'WITNESS POST.
 NF1610'
 NF1610'NO MEASUREMENTS BETWEEN THE RMS, DUE TO TREES ON LINE.
 NF1610'
 NF1610'HEIGHT OF LIGHT ABOVE STATION MARK 98.2 FEET.
 NF1610
 NF1610                          STATION RECOVERY (1980)
 NF1610
 NF1610'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1610'STATION, RM 3, RM 4 AND AZIMUTH 1969 2 FOUND IN GOOD CONDITION AS
 NF1610'DESCRIBED.
 NF1610'
 NF1610'STATION IS LISTED AS BEING IN R 11 W BUT SHOULD READ R 9 W.
 NF1610
 NF1610                          STATION RECOVERY (1984)
 NF1610
 NF1610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF1610'STATION IS LOCATED IN QUAD. 420851, NEAR THE NORTH CENTER OF SECTION
 NF1610'7, T. 5 N., R. 11 W. AND ON PROPERTY OF MR. PAUL KINYOU.  IS IS ABOUT
 NF1610'14.5 KM (9.0 MI) NORTH-NORTHEAST OF MIDDLEVILLE, 9.65 KM (6.00 MI)
 NF1610'NORTHEAST OF CALEDONIA, 4.8 KM (3.0 MI) EAST OF ALASKA AND 4.0 KM
 NF1610'(2.5 MI) SOUTH FROM INTERSTATE HIGHWAY 96.
 NF1610'TO REACH FROM THE POST OFFICE IN MIDDLEVILLE, GO EAST ON EAST MAIN
 NF1610'STREET FOR 0.32 KM (0.20 MI) TO A FORK.  BEAR LEFT AND GO NORTH ON
 NF1610'GRAND RAPIDS ROAD WHICH BECOMES WHITNEYVILLE ROAD SE FOR 6.2 KM
 NF1610'(3.9 MI) TO THE KENT COUNTY LINE.  CONTINUE IN A NORTHERLY DIRECTION
 NF1610'ON WHITNEYVILLE ROAD SE FOR 4.7 KM (2.9 MI) TO A CROSSROAD.  TURN
 NF1610'RIGHT AND GO IN AN EASTERLY DIRECTION ON 84TH STREET SE FOR 1.1 KM
 NF1610'(0.7 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON MC CORDS
 NF1610'AVENUE SE, (GRAVELED), FOR 3.2 KM (2.0 MI) TO A SIDE ROAD RIGHT.
 NF1610'TURN RIGHT AND GO EAST ON 68TH STREET SE FOR 1.2 KM (0.7 MI) TO A
 NF1610'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE
 NF1610'INTERSECTION.  CONTINUE EAST ON 68TH STREET SE FOR 0.8 KM (0.5 MI) TO
 NF1610'THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 NF1610'STATION PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 32.92 M
 NF1610'(108.01 FT) SOUTH FROM THE CENTER OF 68TH STREET SE, 0.45 M
 NF1610'(1.48 FT) NORTH FROM A MWP, AND 0.31 M (1.02 FT) WEST FROM A
 NF1610'NORTH-SOUTH WIRE FENCE.
 NF1610'THE AZIMUTH MARK WILL NO LONGER SEE THIS STATION WITHOUT AN EXCESSIVE
 NF1610'AMOUNT OF CLEARING AND THERE WAS NO SUITABLE LOCATION TO SET ANOTHER
 NF1610'ONE AT THIS TIME.
 NF1610'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF1610
 NF1610                          STATION RECOVERY (1992)
 NF1610
 NF1610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1610'RECOVERED IN GOOD CONDITION.
 NF1610
 NF1610                          STATION RECOVERY (1994)
 NF1610
 NF1610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (HH)
 NF1610'STATION IS LOCATED 0.5 MI (0.8 KM) WEST OF THE INTERSECTION OF 68TH
 NF1610'STREET AND MORSE LAKE AVENUE, NEAR THE NORTH 1/4 OF SECTION 7, T-5-N,
 NF1610'R-11-W.  TO REACH FROM INTERSTATE HIGHWAY 96 AND ALDEN NASH AVENUE
 NF1610'(EXIT 52) TRAVEL SOUTH 1.5 MI (2.4 KM) TO 60TH STREET, GO WEST 2.0 MI
 NF1610'(3.2 KM) TO MORSE LAKE AVENUE.  THENCE SOUTH 1.0 MI (1.6 KM) TO 68TH
 NF1610'STREET AND THEN WEST 0.5 MI.THIS EXIT IS APPROXIMATELY 18.5 MI (29.8
 NF1610'KM) SOUTHEASTERLY ALONG INTERSTATE HIGHWAY 196 AND INTERSTATE HIGHWAY
 NF1610'96 FROM DOWNTOWN GRAND RAPIDS.  STATION IS A STANDARD DISK STAMPED
 NF1610'DYGERT 1931, SET IN A 14 INCH SQUARE CONCRETE MONUMENT, PROJECTING
 NF1610'6-INCHES ABOVE GROUND.  IT IS 108.0 FT (32.9 M) SOUTH OF CENTERLINE OF
 NF1610'68TH STREET, 1.5 FT (0.5 M) NORTH OF METAL WITNESS POST, 12.0 FT (3.7
 NF1610'M) SOUTH OF A 36-INCH OAK TREE AND 32.0 FT (9.8 M) NORTH FROM A
 NF1610'48-INCH OAK TREE.
 NF1610
 NF1610                          STATION RECOVERY (1999)
 NF1610
 NF1610'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF1610'RECOVERED IN GOOD CONDITION.
 NF1610
 NF1610                          STATION RECOVERY (2003)
 NF1610
 NF1610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF1610'WITNESSES TO MARK -
 NF1610'N 1/4 COR. SEC. 7,T5N, R9W N00D06M11SW 106.22' (32.28 M)
 NF1610'C/L 36 IN. OAK SOUTH 14.0' (4.3 M)
 NF1610'C/L 12 IN. HICKORY NORTH 23.4' (7.1 M)
 NF1610'C/L 12 IN. HICKORY NE 22.8' (6.9 M)
 NF1610'AZ MARK N38DE 85.22' (25.98 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0292 ***********************************************************************
 MC0292  DESIGNATION -  E
 MC0292  PID         -  MC0292
 MC0292  STATE/COUNTY-  MI/MONROE
 MC0292  USGS QUAD   -  ERIE (1979)
 MC0292
 MC0292                         *CURRENT SURVEY CONTROL
 MC0292  ___________________________________________________________________
 MC0292* NAD 83(1986)-  41 49 50.     (N)    083 26 53.     (W)     SCALED    
 MC0292* NAVD 88     -       177.156  (meters)     581.22   (feet)  ADJUSTED  
 MC0292  ___________________________________________________________________
 MC0292  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC0292  DYNAMIC HT  -         177.091 (meters)     581.01  (feet)  COMP
 MC0292  MODELED GRAV-     980,248.7   (mgal)                       NAVD 88
 MC0292
 MC0292  VERT ORDER  -  FIRST     CLASS I
 MC0292
 MC0292.The horizontal coordinates were scaled from a topographic map and have
 MC0292.an estimated accuracy of +/- 6 seconds.
 MC0292
 MC0292.The orthometric height was determined by differential leveling
 MC0292.and adjusted by the National Geodetic Survey in June 1991..
 MC0292
 MC0292.The geoid height was determined by GEOID03.
 MC0292
 MC0292.The dynamic height is computed by dividing the NAVD 88
 MC0292.geopotential number by the normal gravity value computed on the
 MC0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0292.degrees latitude (g = 980.6199 gals.).
 MC0292
 MC0292.The modeled gravity was interpolated from observed gravity values.
 MC0292
 MC0292;                    North         East    Units  Estimated Accuracy
 MC0292;SPC MI S     -    37,140.    4,076,310.      MT  (+/- 180 meters Scaled)
 MC0292
 MC0292                          SUPERSEDED SURVEY CONTROL
 MC0292
 MC0292  NGVD 29 (??/??/92)  177.340  (m)          581.82   (f) ADJ UNCH    1 1
 MC0292
 MC0292.Superseded values are not recommended for survey control.
 MC0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0292.See file dsdata.txt to determine how the superseded data were derived.
 MC0292
 MC0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG967338(NAD 83)
 MC0292_MARKER: Z = SEE DESCRIPTION
 MC0292_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0292_SP_SET: ABUTMENT
 MC0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0292
 MC0292  HISTORY     - Date     Condition        Report By
 MC0292  HISTORY     - UNK      MONUMENTED       CGS
 MC0292  HISTORY     - 1968     GOOD             NGS
 MC0292  HISTORY     - 1973     GOOD             NGS
 MC0292  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0292
 MC0292                          STATION DESCRIPTION
 MC0292
 MC0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0292'6.5 MI SW FROM MONROE.
 MC0292'ABOUT 6.5 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0292'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 7 1/2 RAILS
 MC0292'SOUTHWEST OF THE CROSSING OF KELLY ROAD, A 1-INCH SQUARE HOLE IN
 MC0292'THE TOP OF THE EAST CORNER OF THE SOUTHEAST END OF THE SOUTHWEST
 MC0292'STONE ABUTMENT FOR A 20-FOOT BRIDGE OVER MUDDY CREEK, 11.5 FEET
 MC0292'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHBOUND TRACK, 0.7
 MC0292'FOOT WEST OF THE EAST CORNER OF THE ABUTMENT, 4 FEET BELOW THE
 MC0292'LEVEL OF THE TRACK AND SURROUNDED BY THE LETTERING USC AND GS
 MC0292'CUT IN THE STONE.
 MC0292
 MC0292                          STATION RECOVERY (1973)
 MC0292
 MC0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0292'RECOVERED IN GOOD CONDITION.
 MC0292
 MC0292                          STATION RECOVERY (1983)
 MC0292
 MC0292'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0079 ***********************************************************************
 NF0079  DESIGNATION -  E
 NF0079  PID         -  NF0079
 NF0079  STATE/COUNTY-  MI/INGHAM
 NF0079  USGS QUAD   -  EAST LANSING (1970)
 NF0079
 NF0079                         *CURRENT SURVEY CONTROL
 NF0079  ___________________________________________________________________
 NF0079* NAD 83(1986)-  42 42 16.     (N)    084 28 19.     (W)     SCALED    
 NF0079* NAVD 88     -       265.57   (+/-2cm)     871.3    (feet)  VERTCON   
 NF0079  ___________________________________________________________________
 NF0079  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF0079
 NF0079  VERT ORDER  -  ? (See Below)
 NF0079
 NF0079.The horizontal coordinates were scaled from a topographic map and have
 NF0079.an estimated accuracy of +/- 6 seconds.
 NF0079
 NF0079.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0079.The vertical order pertains to the NGVD 29 superseded value.
 NF0079
 NF0079.The geoid height was determined by GEOID03.
 NF0079
 NF0079;                    North         East    Units  Estimated Accuracy
 NF0079;SPC MI S     -   133,790.    3,991,380.      MT  (+/- 180 meters Scaled)
 NF0079
 NF0079                          SUPERSEDED SURVEY CONTROL
 NF0079
 NF0079  NGVD 29 (??/??/92)  265.705  (m)          871.73   (f) ADJ UNCH    ?  
 NF0079
 NF0079.Superseded values are not recommended for survey control.
 NF0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0079.See file dsdata.txt to determine how the superseded data were derived.
 NF0079
 NF0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN070310(NAD 83)
 NF0079_MARKER: DD = SURVEY DISK
 NF0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0079_STAMPING: E
 NF0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0079+STABILITY: SURFACE MOTION
 NF0079
 NF0079  HISTORY     - Date     Condition        Report By
 NF0079  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0079  HISTORY     - 1932     GOOD             MISCOL
 NF0079  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0079  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0079
 NF0079                          STATION DESCRIPTION
 NF0079
 NF0079'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0079'AT EAST LANSING.
 NF0079'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0079'FARM, 1/2 MILE SOUTH OF BENCH MARK D, DESCRIBED ABOVE, AT A
 NF0079'ROAD INTERSECTION, 44 FEET WEST OF A POINT 2 FEET SOUTH OF A
 NF0079'24-INCH ELM TREE IN THE NORTHWEST CORNER OF THE INTERSECTION,
 NF0079'AND 52.6 FEET WEST OF A POINT 4 FEET SOUTH OF A CORNER FENCE
 NF0079'POST.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED E AND
 NF0079'SET IN THE TOP OF A CONCRETE POST.
 NF0079
 NF0079                          STATION RECOVERY (1978)
 NF0079
 NF0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0079'MARK NOT FOUND.
 NF0079
 NF0079                          STATION RECOVERY (1989)
 NF0079
 NF0079'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0111 ***********************************************************************
 OJ0111  DESIGNATION -  E 100
 OJ0111  PID         -  OJ0111
 OJ0111  STATE/COUNTY-  MI/SANILAC
 OJ0111  USGS QUAD   -  BROWN CITY (1978)
 OJ0111
 OJ0111                         *CURRENT SURVEY CONTROL
 OJ0111  ___________________________________________________________________
 OJ0111* NAD 83(1986)-  43 10 56.     (N)    082 52 44.     (W)     SCALED    
 OJ0111* NAVD 88     -       245.933  (meters)     806.87   (feet)  ADJUSTED  
 OJ0111  ___________________________________________________________________
 OJ0111  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OJ0111  DYNAMIC HT  -         245.877 (meters)     806.68  (feet)  COMP
 OJ0111  MODELED GRAV-     980,385.4   (mgal)                       NAVD 88
 OJ0111
 OJ0111  VERT ORDER  -  SECOND    CLASS 0
 OJ0111
 OJ0111.The horizontal coordinates were scaled from a topographic map and have
 OJ0111.an estimated accuracy of +/- 6 seconds.
 OJ0111
 OJ0111.The orthometric height was determined by differential leveling
 OJ0111.and adjusted by the National Geodetic Survey in June 1991..
 OJ0111
 OJ0111.The geoid height was determined by GEOID03.
 OJ0111
 OJ0111.The dynamic height is computed by dividing the NAVD 88
 OJ0111.geopotential number by the normal gravity value computed on the
 OJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0111.degrees latitude (g = 980.6199 gals.).
 OJ0111
 OJ0111.The modeled gravity was interpolated from observed gravity values.
 OJ0111
 OJ0111;                    North         East    Units  Estimated Accuracy
 OJ0111;SPC MI S     -   187,930.    4,120,940.      MT  (+/- 180 meters Scaled)
 OJ0111
 OJ0111                          SUPERSEDED SURVEY CONTROL
 OJ0111
 OJ0111  NGVD 29 (??/??/92)  246.056  (m)          807.27   (f) ADJ UNCH    2 0
 OJ0111
 OJ0111.Superseded values are not recommended for survey control.
 OJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0111.See file dsdata.txt to determine how the superseded data were derived.
 OJ0111
 OJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH473827(NAD 83)
 OJ0111_MARKER: DB = BENCH MARK DISK
 OJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0111_STAMPING: E 100 1934
 OJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0111+STABILITY: SURFACE MOTION
 OJ0111
 OJ0111  HISTORY     - Date     Condition        Report By
 OJ0111  HISTORY     - 1934     MONUMENTED       CGS
 OJ0111  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0111
 OJ0111                          STATION DESCRIPTION
 OJ0111
 OJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0111'0.6 MI W FROM MELVIN.
 OJ0111'0.6 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0111'STATION AT MELVIN, SANILAC COUNTY, AT A GRAVEL-ROAD CROSSING,
 OJ0111'26 FEET WEST OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTH OF THE
 OJ0111'SOUTH RAIL, 5.8 FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET
 OJ0111'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 100 1934 AND
 OJ0111'SET IN THE TOP OF A CONCRETE POST.
 OJ0111
 OJ0111                          STATION RECOVERY (1994)
 OJ0111
 OJ0111'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0091 ***********************************************************************
 OJ0091  DESIGNATION -  E 102
 OJ0091  PID         -  OJ0091
 OJ0091  STATE/COUNTY-  MI/SANILAC
 OJ0091  USGS QUAD   -  SANDUSKY (1963)
 OJ0091
 OJ0091                         *CURRENT SURVEY CONTROL
 OJ0091  ___________________________________________________________________
 OJ0091* NAD 83(1986)-  43 25 17.     (N)    082 49 50.     (W)     SCALED    
 OJ0091* NAVD 88     -       235.773  (meters)     773.53   (feet)  ADJUSTED  
 OJ0091  ___________________________________________________________________
 OJ0091  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OJ0091  DYNAMIC HT  -         235.726 (meters)     773.38  (feet)  COMP
 OJ0091  MODELED GRAV-     980,412.8   (mgal)                       NAVD 88
 OJ0091  OBS GRAVITY -     980,413.8   (mgal)                       GRAV_OBS
 OJ0091
 OJ0091  VERT ORDER  -  SECOND    CLASS 0
 OJ0091
 OJ0091.The horizontal coordinates were scaled from a topographic map and have
 OJ0091.an estimated accuracy of +/- 6 seconds.
 OJ0091
 OJ0091.The orthometric height was determined by differential leveling
 OJ0091.and adjusted by the National Geodetic Survey in June 1991..
 OJ0091
 OJ0091.The geoid height was determined by GEOID03.
 OJ0091
 OJ0091.The dynamic height is computed by dividing the NAVD 88
 OJ0091.geopotential number by the normal gravity value computed on the
 OJ0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0091.degrees latitude (g = 980.6199 gals.).
 OJ0091
 OJ0091.The modeled gravity was interpolated from observed gravity values.
 OJ0091.The observed gravity was obtained from relative gravimeter ties
 OJ0091.to the IGSN71 gravity network.
 OJ0091
 OJ0091;                    North         East    Units  Estimated Accuracy
 OJ0091;SPC MI S     -   214,560.    4,124,380.      MT  (+/- 180 meters Scaled)
 OJ0091
 OJ0091                          SUPERSEDED SURVEY CONTROL
 OJ0091
 OJ0091  NGVD 29 (??/??/92)  235.895  (m)          773.93   (f) ADJ UNCH    2 0
 OJ0091
 OJ0091.Superseded values are not recommended for survey control.
 OJ0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0091.See file dsdata.txt to determine how the superseded data were derived.
 OJ0091
 OJ0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ518092(NAD 83)
 OJ0091_MARKER: DB = BENCH MARK DISK
 OJ0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0091_STAMPING: E 102 1934
 OJ0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0091+STABILITY: SURFACE MOTION
 OJ0091
 OJ0091  HISTORY     - Date     Condition        Report By
 OJ0091  HISTORY     - 1934     MONUMENTED       CGS
 OJ0091  HISTORY     - 1938     GOOD             NGS
 OJ0091  HISTORY     - 19940717 GOOD             USPSQD
 OJ0091
 OJ0091                          STATION DESCRIPTION
 OJ0091
 OJ0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OJ0091'AT SANDUSKY.
 OJ0091'AT SANDUSKY, SANILAC COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 OJ0091'46 AT THE COUNTY ROAD TO MC GREGOR, IN THE SOUTHEAST CORNER
 OJ0091'OF THE GROUNDS OF THE COUNTY COURTHOUSE, 56.5 FEET NORTH OF THE
 OJ0091'CENTERLINE OF THE HIGHWAY, 36.4 FEET WEST OF THE CENTERLINE OF
 OJ0091'THE ROAD, 2.2 FEET WEST OF THE WEST EDGE OF THE CONCRETE SIDEWALK
 OJ0091'OF THE COUNTY ROAD, AND 3 INCHES HIGHER THAN THE SIDEWALK.  A
 OJ0091'STANDARD DISK, STAMPED E 102 1934 AND SET IN THE TOP OF A
 OJ0091'CONCRETE POST.
 OJ0091
 OJ0091                          STATION RECOVERY (1994)
 OJ0091
 OJ0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0052 ***********************************************************************
 OK0052  DESIGNATION -  E 103
 OK0052  PID         -  OK0052
 OK0052  STATE/COUNTY-  MI/GRATIOT
 OK0052  USGS QUAD   -  ASHLEY (1974)
 OK0052
 OK0052                         *CURRENT SURVEY CONTROL
 OK0052  ___________________________________________________________________
 OK0052* NAD 83(1986)-  43 11 14.     (N)    084 28 31.     (W)     SCALED    
 OK0052* NAVD 88     -       204.194  (meters)     669.93   (feet)  ADJUSTED  
 OK0052  ___________________________________________________________________
 OK0052  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OK0052  DYNAMIC HT  -         204.154 (meters)     669.80  (feet)  COMP
 OK0052  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 OK0052
 OK0052  VERT ORDER  -  SECOND    CLASS 0
 OK0052
 OK0052.The horizontal coordinates were scaled from a topographic map and have
 OK0052.an estimated accuracy of +/- 6 seconds.
 OK0052
 OK0052.The orthometric height was determined by differential leveling
 OK0052.and adjusted by the National Geodetic Survey in June 1991..
 OK0052
 OK0052.The geoid height was determined by GEOID03.
 OK0052
 OK0052.The dynamic height is computed by dividing the NAVD 88
 OK0052.geopotential number by the normal gravity value computed on the
 OK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0052.degrees latitude (g = 980.6199 gals.).
 OK0052
 OK0052.The modeled gravity was interpolated from observed gravity values.
 OK0052
 OK0052;                    North         East    Units  Estimated Accuracy
 OK0052;SPC MI S     -   187,420.    3,991,170.      MT  (+/- 180 meters Scaled)
 OK0052
 OK0052                          SUPERSEDED SURVEY CONTROL
 OK0052
 OK0052  NGVD 29 (??/??/92)  204.359  (m)          670.47   (f) ADJ UNCH    2 0
 OK0052
 OK0052.Superseded values are not recommended for survey control.
 OK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0052.See file dsdata.txt to determine how the superseded data were derived.
 OK0052
 OK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051847(NAD 83)
 OK0052_MARKER: DB = BENCH MARK DISK
 OK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0052_STAMPING: E 103 1934
 OK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0052+STABILITY: SURFACE MOTION
 OK0052
 OK0052  HISTORY     - Date     Condition        Report By
 OK0052  HISTORY     - 1934     MONUMENTED       CGS
 OK0052  HISTORY     - 1964     MARK NOT FOUND   USGS
 OK0052  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0052  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0052
 OK0052                          STATION DESCRIPTION
 OK0052
 OK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0052'AT ASHLEY.
 OK0052'AT ASHLEY, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 17 YARDS
 OK0052'NORTHEAST OF THE NORTH END OF THE STATION, AT THE JUNCTION OF THE
 OK0052'GRAND TRUNK RAILWAY, 45 YARDS SOUTHEAST OF A ROAD CROSSING, 10
 OK0052'YARDS NORTH OF THE NORTH RAIL OF THE ANN ARBOR RAILROAD, AND
 OK0052'LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED E 103 1934
 OK0052'AND SET IN THE TOP OF A CONCRETE POST.
 OK0052
 OK0052                          STATION RECOVERY (1964)
 OK0052
 OK0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0052'MARK NOT FOUND.
 OK0052
 OK0052                          STATION RECOVERY (1992)
 OK0052
 OK0052'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0052'MARK NOT FOUND.
 OK0052
 OK0052                          STATION RECOVERY (2001)
 OK0052
 OK0052'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0016 ***********************************************************************
 NF0016  DESIGNATION -  E 104
 NF0016  PID         -  NF0016
 NF0016  STATE/COUNTY-  MI/INGHAM
 NF0016  USGS QUAD   -  DANSVILLE (1976)
 NF0016
 NF0016                         *CURRENT SURVEY CONTROL
 NF0016  ___________________________________________________________________
 NF0016* NAD 83(1986)-  42 36 04.     (N)    084 16 17.     (W)     SCALED    
 NF0016* NAVD 88     -       272.373  (meters)     893.61   (feet)  ADJUSTED  
 NF0016  ___________________________________________________________________
 NF0016  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0016  DYNAMIC HT  -         272.294 (meters)     893.35  (feet)  COMP
 NF0016  MODELED GRAV-     980,327.1   (mgal)                       NAVD 88
 NF0016
 NF0016  VERT ORDER  -  SECOND    CLASS 0
 NF0016
 NF0016.The horizontal coordinates were scaled from a topographic map and have
 NF0016.an estimated accuracy of +/- 6 seconds.
 NF0016
 NF0016.The orthometric height was determined by differential leveling
 NF0016.and adjusted by the National Geodetic Survey in June 1991..
 NF0016
 NF0016.The geoid height was determined by GEOID03.
 NF0016
 NF0016.The dynamic height is computed by dividing the NAVD 88
 NF0016.geopotential number by the normal gravity value computed on the
 NF0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0016.degrees latitude (g = 980.6199 gals.).
 NF0016
 NF0016.The modeled gravity was interpolated from observed gravity values.
 NF0016
 NF0016;                    North         East    Units  Estimated Accuracy
 NF0016;SPC MI S     -   122,310.    4,007,820.      MT  (+/- 180 meters Scaled)
 NF0016
 NF0016                          SUPERSEDED SURVEY CONTROL
 NF0016
 NF0016  NGVD 29 (??/??/92)  272.501  (m)          894.03   (f) ADJ UNCH    2 0
 NF0016
 NF0016.Superseded values are not recommended for survey control.
 NF0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0016.See file dsdata.txt to determine how the superseded data were derived.
 NF0016
 NF0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN238201(NAD 83)
 NF0016_MARKER: DB = BENCH MARK DISK
 NF0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0016_STAMPING: E 104 1934
 NF0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0016+STABILITY: SURFACE MOTION
 NF0016
 NF0016  HISTORY     - Date     Condition        Report By
 NF0016  HISTORY     - 1934     MONUMENTED       CGS
 NF0016  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0016  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0016
 NF0016                          STATION DESCRIPTION
 NF0016
 NF0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0016'11.8 MI E FROM MASON.
 NF0016'11.8 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0016'AT MASON, INGHAM COUNTY, 0.4 MILE EAST OF THE JUNCTION OF COUNTY
 NF0016'HIGHWAY 497, 23 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF0016'TOM GILLAM FARMHOUSE, 25 FEET SOUTH OF THE CENTERLINE OF THE
 NF0016'HIGHWAY, AND 3.3 FEET NORTH OF THE NORTHWEST CORNER OF AN
 NF0016'APPLE ORCHARD FENCE.  A STANDARD DISK, STAMPED E 104 1934 AND
 NF0016'SET IN THE TOP OF A CONCRETE POST.
 NF0016
 NF0016                          STATION RECOVERY (1977)
 NF0016
 NF0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0016'MARK NOT FOUND.
 NF0016
 NF0016                          STATION RECOVERY (2003)
 NF0016
 NF0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0729 ***********************************************************************
 NE0729  DESIGNATION -  E 106
 NE0729  PID         -  NE0729
 NE0729  STATE/COUNTY-  MI/LIVINGSTON
 NE0729  USGS QUAD   -  SOUTH LYON (1983)
 NE0729
 NE0729                         *CURRENT SURVEY CONTROL
 NE0729  ___________________________________________________________________
 NE0729* NAD 83(1986)-  42 26 22.     (N)    083 44 43.     (W)     SCALED    
 NE0729* NAVD 88     -       278.693  (meters)     914.35   (feet)  ADJUSTED  
 NE0729  ___________________________________________________________________
 NE0729  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NE0729  DYNAMIC HT  -         278.614 (meters)     914.09  (feet)  COMP
 NE0729  MODELED GRAV-     980,328.3   (mgal)                       NAVD 88
 NE0729
 NE0729  VERT ORDER  -  SECOND    CLASS 0
 NE0729
 NE0729.The horizontal coordinates were scaled from a topographic map and have
 NE0729.an estimated accuracy of +/- 6 seconds.
 NE0729
 NE0729.The orthometric height was determined by differential leveling
 NE0729.and adjusted by the National Geodetic Survey in June 1991..
 NE0729
 NE0729.The geoid height was determined by GEOID03.
 NE0729
 NE0729.The dynamic height is computed by dividing the NAVD 88
 NE0729.geopotential number by the normal gravity value computed on the
 NE0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0729.degrees latitude (g = 980.6199 gals.).
 NE0729
 NE0729.The modeled gravity was interpolated from observed gravity values.
 NE0729
 NE0729;                    North         East    Units  Estimated Accuracy
 NE0729;SPC MI S     -   104,540.    4,051,120.      MT  (+/- 180 meters Scaled)
 NE0729
 NE0729                          SUPERSEDED SURVEY CONTROL
 NE0729
 NE0729  NGVD 29 (??/??/92)  278.813  (m)          914.74   (f) ADJ UNCH    2 0
 NE0729
 NE0729.Superseded values are not recommended for survey control.
 NE0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0729.See file dsdata.txt to determine how the superseded data were derived.
 NE0729
 NE0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH742022(NAD 83)
 NE0729_MARKER: DB = BENCH MARK DISK
 NE0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0729_STAMPING: E 106 1934
 NE0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0729+STABILITY: SURFACE MOTION
 NE0729
 NE0729  HISTORY     - Date     Condition        Report By
 NE0729  HISTORY     - 1934     MONUMENTED       CGS
 NE0729  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0729  HISTORY     - 19990303 MARK NOT FOUND   USPSQD
 NE0729
 NE0729                          STATION DESCRIPTION
 NE0729
 NE0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0729'5.5 MI W FROM SOUTH LYON.
 NE0729'IN LIVINGSTON COUNTY, 5.5 MILES WEST ALONG THE GRAND TRUNK
 NE0729'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0729'AT WHITMORE BEACH, 0.6 MILE EAST OF A HIGHWAY OVERHEAD BRIDGE
 NE0729'AT A ROAD CROSSING, 10 YARDS NORTHWEST OF THE CROSSING OF THE
 NE0729'CENTERLINE OF THE ROAD WITH THE NORTH RAIL, 24 FEET NORTH OF
 NE0729'THE NORTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 NE0729'A STANDARD DISK, STAMPED E 106 1934 AND SET IN THE TOP OF A CONCRETE
 NE0729'POST.  NOTE-- SOME GRADING HAS BEEN DONE IN THE AREA.
 NE0729
 NE0729                          STATION RECOVERY (1963)
 NE0729
 NE0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0729'MARK NOT FOUND.
 NE0729
 NE0729                          STATION RECOVERY (1999)
 NE0729
 NE0729'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0399 ***********************************************************************
 NE0399  DESIGNATION -  E 107
 NE0399  PID         -  NE0399
 NE0399  STATE/COUNTY-  MI/OAKLAND
 NE0399  USGS QUAD   -  UTICA (1983)
 NE0399
 NE0399                         *CURRENT SURVEY CONTROL
 NE0399  ___________________________________________________________________
 NE0399* NAD 83(1986)-  42 40 55.     (N)    083 06 54.     (W)     SCALED    
 NE0399* NAVD 88     -       215.135  (meters)     705.82   (feet)  ADJUSTED  
 NE0399  ___________________________________________________________________
 NE0399  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0399  DYNAMIC HT  -         215.070 (meters)     705.61  (feet)  COMP
 NE0399  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 NE0399
 NE0399  VERT ORDER  -  SECOND    CLASS 0
 NE0399
 NE0399.The horizontal coordinates were scaled from a topographic map and have
 NE0399.an estimated accuracy of +/- 6 seconds.
 NE0399
 NE0399.The orthometric height was determined by differential leveling
 NE0399.and adjusted by the National Geodetic Survey in June 1991..
 NE0399
 NE0399.The geoid height was determined by GEOID03.
 NE0399
 NE0399.The dynamic height is computed by dividing the NAVD 88
 NE0399.geopotential number by the normal gravity value computed on the
 NE0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0399.degrees latitude (g = 980.6199 gals.).
 NE0399
 NE0399.The modeled gravity was interpolated from observed gravity values.
 NE0399
 NE0399;                    North         East    Units  Estimated Accuracy
 NE0399;SPC MI S     -   132,050.    4,102,570.      MT  (+/- 180 meters Scaled)
 NE0399
 NE0399                          SUPERSEDED SURVEY CONTROL
 NE0399
 NE0399  NGVD 29 (??/??/92)  215.281  (m)          706.30   (f) ADJ UNCH    2 0
 NE0399
 NE0399.Superseded values are not recommended for survey control.
 NE0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0399.See file dsdata.txt to determine how the superseded data were derived.
 NE0399
 NE0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH267276(NAD 83)
 NE0399_MARKER: DB = BENCH MARK DISK
 NE0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0399_STAMPING: E 107 1934
 NE0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0399+STABILITY: SURFACE MOTION
 NE0399
 NE0399  HISTORY     - Date     Condition        Report By
 NE0399  HISTORY     - 1934     MONUMENTED       CGS
 NE0399  HISTORY     - 1940     GOOD             NGS
 NE0399  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0399
 NE0399                          STATION DESCRIPTION
 NE0399
 NE0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0399'1.2 MI E FROM ROCHESTER.
 NE0399'1.2 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0399'STATION AT ROCHESTER, OAKLAND COUNTY, AT THE JUNCTION OF THE
 NE0399'MICHIGAN CENTRAL RAILROAD, 36 YARDS NORTHEAST OF THE NORTHEAST
 NE0399'CORNER OF THE STATION AT ROCHESTER JUNCTION, 42 YARDS SOUTH OF A
 NE0399'GRAND TRUNK WESTERN RAILWAY SEMAPHORE, 76 FEET NORTH OF THE
 NE0399'NORTH RAIL OF THE MICHIGAN CENTRAL RAILROAD, 13.1 FEET SOUTHEAST
 NE0399'OF THE SOUTHEAST RAIL OF THE GRAND TRUNK WESTERN RAILWAY, AND
 NE0399'ABOUT 4 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0399'STAMPED E 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0399
 NE0399                          STATION RECOVERY (1999)
 NE0399
 NE0399'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0661 ***********************************************************************
 NE0661  DESIGNATION -  E 108
 NE0661  PID         -  NE0661
 NE0661  STATE/COUNTY-  MI/WASHTENAW
 NE0661  USGS QUAD   -  YPSILANTI WEST (1983)
 NE0661
 NE0661                         *CURRENT SURVEY CONTROL
 NE0661  ___________________________________________________________________
 NE0661* NAD 83(1986)-  42 10 56.     (N)    083 42 51.     (W)     SCALED    
 NE0661* NAVD 88     -       251.452  (meters)     824.97   (feet)  ADJUSTED  
 NE0661  ___________________________________________________________________
 NE0661  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NE0661  DYNAMIC HT  -         251.370 (meters)     824.70  (feet)  COMP
 NE0661  MODELED GRAV-     980,287.0   (mgal)                       NAVD 88
 NE0661
 NE0661  VERT ORDER  -  SECOND    CLASS 0
 NE0661
 NE0661.The horizontal coordinates were scaled from a topographic map and have
 NE0661.an estimated accuracy of +/- 6 seconds.
 NE0661
 NE0661.The orthometric height was determined by differential leveling
 NE0661.and adjusted by the National Geodetic Survey in June 1991..
 NE0661
 NE0661.The geoid height was determined by GEOID03.
 NE0661
 NE0661.The dynamic height is computed by dividing the NAVD 88
 NE0661.geopotential number by the normal gravity value computed on the
 NE0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0661.degrees latitude (g = 980.6199 gals.).
 NE0661
 NE0661.The modeled gravity was interpolated from observed gravity values.
 NE0661
 NE0661;                    North         East    Units  Estimated Accuracy
 NE0661;SPC MI S     -    75,990.    4,053,900.      MT  (+/- 180 meters Scaled)
 NE0661
 NE0661                          SUPERSEDED SURVEY CONTROL
 NE0661
 NE0661  NGVD 29 (??/??/92)  251.572  (m)          825.37   (f) ADJ UNCH    2 0
 NE0661
 NE0661.Superseded values are not recommended for survey control.
 NE0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0661.See file dsdata.txt to determine how the superseded data were derived.
 NE0661
 NE0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758735(NAD 83)
 NE0661_MARKER: DB = BENCH MARK DISK
 NE0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0661_STAMPING: E 108 1934
 NE0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0661+STABILITY: SURFACE MOTION
 NE0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0661+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 NE0661
 NE0661  HISTORY     - Date     Condition        Report By
 NE0661  HISTORY     - 1934     MONUMENTED       CGS
 NE0661  HISTORY     - 1941     GOOD             NGS
 NE0661  HISTORY     - 20050521 GOOD             USPSQD
 NE0661  HISTORY     - 20060524 GOOD             MANNIK
 NE0661
 NE0661                          STATION DESCRIPTION
 NE0661
 NE0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0661'2 MI S FROM PITTSFIELD.
 NE0661'2.0 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0661'AT PITTSFIELD, WASHTENAW COUNTY, 33 YARDS NORTH OF A CONCRETE
 NE0661'SIGNAL CABLE WELL, 23.6 FEET NORTHEAST OF THE CROSSING OF THE
 NE0661'EAST RAIL AND THE CENTERLINE OF A PRIVATE DIRT ROAD, 13.8 FEET
 NE0661'NORTH OF THE CENTERLINE OF THE ROAD, 18.5 FEET EAST OF THE
 NE0661'EAST RAIL, 2.4 FEET WEST OF A WIRE FENCE, AND ABOUT 2 FEET
 NE0661'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E
 NE0661'108 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0661'MARK IS ABOUT 3 FEET LOWER THAN THE TOP OF THE RAIL.  IT IS
 NE0661'0.4 MILE SOUTHEAST AND SOUTH ALONG THE TRACK FROM THE CROSSING
 NE0661'OF WARNER ROAD, 3/4 MILE NORTH FROM THE CROSSING OF BEMIS ROAD.
 NE0661'IT CAN BE REACHED BY A LANE FROM THE FARMYARD 1/4 MILE WEST ON
 NE0661'WARNER ROAD.
 NE0661
 NE0661                          STATION RECOVERY (2005)
 NE0661
 NE0661'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 NE0661'RECOVERED IN GOOD CONDITION.
 NE0661
 NE0661                          STATION RECOVERY (2006)
 NE0661
 NE0661'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (LWB)
 NE0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0150 ***********************************************************************
 NF0150  DESIGNATION -  E 109
 NF0150  PID         -  NF0150
 NF0150  STATE/COUNTY-  MI/JACKSON
 NF0150  USGS QUAD   -  MICHIGAN CENTER (1971)
 NF0150
 NF0150                         *CURRENT SURVEY CONTROL
 NF0150  ___________________________________________________________________
 NF0150* NAD 83(1994)-  42 11 48.59695(N)    084 21 54.39898(W)     ADJUSTED  
 NF0150* NAVD 88     -       293.264  (meters)     962.15   (feet)  ADJUSTED  
 NF0150  ___________________________________________________________________
 NF0150  X           -     464,682.306 (meters)                     COMP
 NF0150  Y           -  -4,709,665.101 (meters)                     COMP
 NF0150  Z           -   4,262,000.216 (meters)                     COMP
 NF0150  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 NF0150  ELLIP HEIGHT-         259.07  (meters)          (07/17/02) GPS OBS
 NF0150  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NF0150  DYNAMIC HT  -         293.157 (meters)     961.80  (feet)  COMP
 NF0150  MODELED GRAV-     980,249.1   (mgal)                       NAVD 88
 NF0150
 NF0150  HORZ ORDER  -  FIRST
 NF0150  VERT ORDER  -  SECOND    CLASS 0
 NF0150  ELLP ORDER  -  FOURTH    CLASS I
 NF0150
 NF0150.The horizontal coordinates were established by GPS observations
 NF0150.and adjusted by the National Geodetic Survey in February 1997..
 NF0150
 NF0150.The orthometric height was determined by differential leveling
 NF0150.and adjusted by the National Geodetic Survey in June 1991..
 NF0150
 NF0150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0150
 NF0150.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0150
 NF0150.The ellipsoidal height was determined by GPS observations
 NF0150.and is referenced to NAD 83.
 NF0150
 NF0150.The geoid height was determined by GEOID03.
 NF0150
 NF0150.The dynamic height is computed by dividing the NAVD 88
 NF0150.geopotential number by the normal gravity value computed on the
 NF0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0150.degrees latitude (g = 980.6199 gals.).
 NF0150
 NF0150.The modeled gravity was interpolated from observed gravity values.
 NF0150
 NF0150;                    North         East     Units Scale Factor Converg.
 NF0150;SPC MI S     -    77,403.235 4,000,128.502   MT  0.99997848   +0 00 03.8
 NF0150;SPC MI S     -   253,947.62 13,123,781.17   iFT  0.99997848   +0 00 03.8
 NF0150;UTM  16      - 4,674,991.859   717,549.098   MT  1.00018237   +1 46 13.8
 NF0150
 NF0150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0150!SPC MI S     -   0.99995937  x   0.99997848  =   0.99993785
 NF0150!UTM  16      -   0.99995937  x   1.00018237  =   1.00014173
 NF0150
 NF0150                          SUPERSEDED SURVEY CONTROL
 NF0150
 NF0150  ELLIP H (02/03/97)  259.06   (m)                       GP(       ) 4 1
 NF0150  NAD 83(1986)-  42 11 48.59833(N)    084 21 54.42129(W) AD(       ) 1
 NF0150  NAVD 88 (04/10/92)  293.26   (m)          962.1    (f) LEVELING    3  
 NF0150  NGVD 29 (??/??/92)  293.383  (m)          962.54   (f) ADJ UNCH    2 0
 NF0150
 NF0150.Superseded values are not recommended for survey control.
 NF0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0150.See file dsdata.txt to determine how the superseded data were derived.
 NF0150
 NF0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1754974992(NAD 83)
 NF0150_MARKER: DB = BENCH MARK DISK
 NF0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0150_SP_SET: CONCRETE POST
 NF0150_STAMPING: E 109 1934
 NF0150_MARK LOGO: CGS   
 NF0150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0150+STABILITY: SURFACE MOTION
 NF0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0150+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 NF0150
 NF0150  HISTORY     - Date     Condition        Report By
 NF0150  HISTORY     - 1934     MONUMENTED       CGS
 NF0150  HISTORY     - 19910131 GOOD             MIDH
 NF0150  HISTORY     - 20010530 GOOD             ADVANC
 NF0150
 NF0150                          STATION DESCRIPTION
 NF0150
 NF0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0150'4.5 MI S FROM JACKSON.
 NF0150'4.5 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0150'THE STATION AT JACKSON, JACKSON COUNTY, 63 FEET SOUTHEAST OF
 NF0150'THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF STATE HIGHWAY
 NF0150'50, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27.5 FEET
 NF0150'EAST OF THE EAST RAIL, 13 FEET SOUTH OF POLE 4+05, 3.5 FEET
 NF0150'WEST OF THE WIRE FENCE, AND 3 FEET LOWER THAN THE TRACK.  A
 NF0150'STANDARD DISK, STAMPED E 109 1934 AND SET IN THE TOP OF A
 NF0150'CONCRETE POST.
 NF0150
 NF0150                          STATION RECOVERY (1991)
 NF0150
 NF0150'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF0150'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 19,
 NF0150'T-3-S, R-1-E, NAPOLEON TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 3-1/2
 NF0150'MILES SOUTH OF JACKSON, 3-1/2 MILES SOUTHWEST OF MICHIGAN CENTER, ON
 NF0150'THE RAILROAD RIGHT-OF-WAY AND ON THE MICHIGAN CENTER QUADRANGLE MAP.
 NF0150'TO REACH THE STATION FROM THE U.S. 127 AND STATE ROUTE M-50 (EXIT 15)
 NF0150'INTERCHANGE ON THE SOUTHEAST SIDE OF JACKSON, GO EAST ON M-50 FOR 0.3
 NF0150'MI (0.5 KM) TO THE RAILROAD TRACKS AND THE STATION ON THE RIGHT IN
 NF0150'THE SOUTHEAST QUADRANT OF THE INTERSECTION AS DESCRIBED.
 NF0150'STATION PROJECTS 14 CM ABOVE THE GROUND SURFACE.  IT IS LOCATED 54.5
 NF0150'FT (16.6 M) SOUTH OF THE CENTERLINE OF M-50, 27.8 FT (8.5 M) EAST OF
 NF0150'THE EAST RAIL OF THE PENN CENTRAL RAILROAD, 9.2 FT (2.8 M) SOUTHEAST
 NF0150'OF A POWER POLE, 5.0 FT (1.5 M) SOUTHWEST OF A CHAIN LINK FENCE
 NF0150'CORNER, AND 1.5 FT (0.5 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 NF0150
 NF0150                          STATION RECOVERY (2001)
 NF0150
 NF0150'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0218 ***********************************************************************
 NF0218  DESIGNATION -  E 11
 NF0218  PID         -  NF0218
 NF0218  STATE/COUNTY-  MI/JACKSON
 NF0218  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0218
 NF0218                         *CURRENT SURVEY CONTROL
 NF0218  ___________________________________________________________________
 NF0218* NAD 83(1986)-  42 14 34.     (N)    084 42 18.     (W)     SCALED    
 NF0218* NAVD 88     -       291.987  (meters)     957.96   (feet)  ADJUSTED  
 NF0218  ___________________________________________________________________
 NF0218  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NF0218  DYNAMIC HT  -         291.884 (meters)     957.62  (feet)  COMP
 NF0218  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 NF0218
 NF0218  VERT ORDER  -  FIRST     CLASS II
 NF0218
 NF0218.The horizontal coordinates were scaled from a topographic map and have
 NF0218.an estimated accuracy of +/- 6 seconds.
 NF0218
 NF0218.The orthometric height was determined by differential leveling
 NF0218.and adjusted by the National Geodetic Survey in June 1991..
 NF0218
 NF0218.The geoid height was determined by GEOID03.
 NF0218
 NF0218.The dynamic height is computed by dividing the NAVD 88
 NF0218.geopotential number by the normal gravity value computed on the
 NF0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0218.degrees latitude (g = 980.6199 gals.).
 NF0218
 NF0218.The modeled gravity was interpolated from observed gravity values.
 NF0218
 NF0218;                    North         East    Units  Estimated Accuracy
 NF0218;SPC MI S     -    82,560.    3,972,080.      MT  (+/- 180 meters Scaled)
 NF0218
 NF0218                          SUPERSEDED SURVEY CONTROL
 NF0218
 NF0218  NGVD 29 (??/??/92)  292.112  (m)          958.37   (f) ADJ UNCH    1 2
 NF0218
 NF0218.Superseded values are not recommended for survey control.
 NF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0218.See file dsdata.txt to determine how the superseded data were derived.
 NF0218
 NF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM893792(NAD 83)
 NF0218_MARKER: DB = BENCH MARK DISK
 NF0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0218_SP_SET: CONCRETE POST
 NF0218_STAMPING: E 11 1916 ELEV. 958.371 FT.
 NF0218_MARK LOGO: CGS   
 NF0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0218+STABILITY: SURFACE MOTION
 NF0218
 NF0218  HISTORY     - Date     Condition        Report By
 NF0218  HISTORY     - 1916     MONUMENTED       CGS
 NF0218  HISTORY     - 1944     GOOD             NGS
 NF0218  HISTORY     - 1985     GOOD             NGS
 NF0218  HISTORY     - 19971007 GOOD             USPSQD
 NF0218
 NF0218                          STATION DESCRIPTION
 NF0218
 NF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NF0218'2.9 MI E FROM ALBION.
 NF0218'IN JACKSON COUNTY, 2.9 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0218'RAILROAD FROM THE STATION AT ALBION, CALHOUN COUNTY, 0.7 MILE
 NF0218'NORTHWEST OF THE BATH MILLS ROAD CROSSING, SOUTHEAST OF A CUT,
 NF0218'AT THE INTERSECTION OF A NORTHEAST RIGHT-OF-WAY FENCE AND A
 NF0218'NORTH-AND-SOUTH TREE-LINED FENCE, AND 44.9 FEET NORTHEAST OF
 NF0218'THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED ELEV 958.371
 NF0218'FT E 11 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0218'11 INCHES ABOVE GROUND.
 NF0218
 NF0218                          STATION RECOVERY (1985)
 NF0218
 NF0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0218'RECOVERED IN GOOD CONDITION.  ADD--0.3 M (1.0 FT) WEST OF A WITNESS
 NF0218'POST.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 NF0218
 NF0218                          STATION RECOVERY (1997)
 NF0218
 NF0218'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0480 ***********************************************************************
 NF0480  DESIGNATION -  E 111
 NF0480  PID         -  NF0480
 NF0480  STATE/COUNTY-  MI/CALHOUN
 NF0480  USGS QUAD   -  BELLEVUE (1985)
 NF0480
 NF0480                         *CURRENT SURVEY CONTROL
 NF0480  ___________________________________________________________________
 NF0480* NAD 83(1986)-  42 23 45.     (N)    085 04 05.     (W)     SCALED    
 NF0480* NAVD 88     -       257.914  (meters)     846.17   (feet)  ADJUSTED  
 NF0480  ___________________________________________________________________
 NF0480  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF0480  DYNAMIC HT  -         257.831 (meters)     845.90  (feet)  COMP
 NF0480  MODELED GRAV-     980,293.9   (mgal)                       NAVD 88
 NF0480
 NF0480  VERT ORDER  -  SECOND    CLASS 0
 NF0480
 NF0480.The horizontal coordinates were scaled from a topographic map and have
 NF0480.an estimated accuracy of +/- 6 seconds.
 NF0480
 NF0480.The orthometric height was determined by differential leveling
 NF0480.and adjusted by the National Geodetic Survey in June 1991..
 NF0480
 NF0480.The geoid height was determined by GEOID03.
 NF0480
 NF0480.The dynamic height is computed by dividing the NAVD 88
 NF0480.geopotential number by the normal gravity value computed on the
 NF0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0480.degrees latitude (g = 980.6199 gals.).
 NF0480
 NF0480.The modeled gravity was interpolated from observed gravity values.
 NF0480
 NF0480;                    North         East    Units  Estimated Accuracy
 NF0480;SPC MI S     -    99,750.    3,942,260.      MT  (+/- 180 meters Scaled)
 NF0480
 NF0480                          SUPERSEDED SURVEY CONTROL
 NF0480
 NF0480  NGVD 29 (??/??/92)  258.04   (m)          846.6    (f) COMPUTED    2 0
 NF0480
 NF0480.Superseded values are not recommended for survey control.
 NF0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0480.See file dsdata.txt to determine how the superseded data were derived.
 NF0480
 NF0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM590955(NAD 83)
 NF0480_MARKER: DB = BENCH MARK DISK
 NF0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0480_STAMPING: E 111 1934
 NF0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0480+STABILITY: SURFACE MOTION
 NF0480
 NF0480  HISTORY     - Date     Condition        Report By
 NF0480  HISTORY     - 1934     MONUMENTED       CGS
 NF0480  HISTORY     - 1969     GOOD             NGS
 NF0480  HISTORY     - 19970728 MARK NOT FOUND   LOCENG
 NF0480
 NF0480                          STATION DESCRIPTION
 NF0480
 NF0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0480'9 MI NE FROM BATTLE CREEK.
 NF0480'9.0 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0480'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0480'COUNTY, 85 YARDS SOUTH OF MILEPOST C 185, 800 YARDS NORTHEAST
 NF0480'OF A GRAVELED ROAD CROSSING, 53 FEET NORTHEAST OF A WHISTLE POST,
 NF0480'34 FEET WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A MACADAM
 NF0480'ROAD, 25 FEET EAST-SOUTHEAST OF THE SOUTHEAST RAIL AND 6 FEET
 NF0480'NORTHWEST OF A GATE POST.  THE MONUMENT PROJECTS 12-INCHES AND
 NF0480'THE DISK IS STAMPED E 111 1934.
 NF0480
 NF0480                          STATION RECOVERY (1997)
 NF0480
 NF0480'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0584 ***********************************************************************
 MD0584  DESIGNATION -  E 112
 MD0584  PID         -  MD0584
 MD0584  STATE/COUNTY-  MI/HILLSDALE
 MD0584  USGS QUAD   -  HILLSDALE (1979)
 MD0584
 MD0584                         *CURRENT SURVEY CONTROL
 MD0584  ___________________________________________________________________
 MD0584* NAD 83(1986)-  41 53 39.     (N)    084 41 35.     (W)     SCALED    
 MD0584* NAVD 88     -       325.321  (meters)    1067.32   (feet)  ADJUSTED  
 MD0584  ___________________________________________________________________
 MD0584  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 MD0584  DYNAMIC HT  -         325.198 (meters)    1066.92  (feet)  COMP
 MD0584  MODELED GRAV-     980,233.2   (mgal)                       NAVD 88
 MD0584
 MD0584  VERT ORDER  -  SECOND    CLASS 0
 MD0584
 MD0584.The horizontal coordinates were scaled from a topographic map and have
 MD0584.an estimated accuracy of +/- 6 seconds.
 MD0584
 MD0584.The orthometric height was determined by differential leveling
 MD0584.and adjusted by the National Geodetic Survey in June 1991..
 MD0584
 MD0584.The geoid height was determined by GEOID03.
 MD0584
 MD0584.The dynamic height is computed by dividing the NAVD 88
 MD0584.geopotential number by the normal gravity value computed on the
 MD0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0584.degrees latitude (g = 980.6199 gals.).
 MD0584
 MD0584.The modeled gravity was interpolated from observed gravity values.
 MD0584
 MD0584;                    North         East    Units  Estimated Accuracy
 MD0584;SPC MI S     -    43,840.    3,972,910.      MT  (+/- 180 meters Scaled)
 MD0584
 MD0584                          SUPERSEDED SURVEY CONTROL
 MD0584
 MD0584  NGVD 29 (??/??/92)  325.431  (m)         1067.68   (f) ADJ UNCH    2 0
 MD0584
 MD0584.Superseded values are not recommended for survey control.
 MD0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0584.See file dsdata.txt to determine how the superseded data were derived.
 MD0584
 MD0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM913405(NAD 83)
 MD0584_MARKER: DB = BENCH MARK DISK
 MD0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0584_STAMPING: E 112 1934
 MD0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0584+STABILITY: SURFACE MOTION
 MD0584
 MD0584  HISTORY     - Date     Condition        Report By
 MD0584  HISTORY     - 1934     MONUMENTED       CGS
 MD0584  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0584
 MD0584                          STATION DESCRIPTION
 MD0584
 MD0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0584'AT BANKERS.
 MD0584'AT BANKERS, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0584'27 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, ABOUT 155
 MD0584'YARDS EAST OF THE JUNCTION OF THE TRACK LEADING TO JONESVILLE,
 MD0584'7 YARDS SOUTH OF AN 18-INCH MAPLE TREE, 16.4 FEET NORTH OF THE
 MD0584'NORTH RAIL, AND 3.7 FEET NORTH OF A POLE.  A STANDARD DISK,
 MD0584'STAMPED E 112 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0584
 MD0584                          STATION RECOVERY (2000)
 MD0584
 MD0584'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0612 ***********************************************************************
 MD0612  CBN         -  This is a Cooperative Base Network Control Station.
 MD0612  DESIGNATION -  E 113
 MD0612  PID         -  MD0612
 MD0612  STATE/COUNTY-  MI/BRANCH
 MD0612  USGS QUAD   -  COLDWATER WEST (1960)
 MD0612
 MD0612                         *CURRENT SURVEY CONTROL
 MD0612  ___________________________________________________________________
 MD0612* NAD 83(1994)-  41 56 06.03145(N)    085 00 12.06931(W)     ADJUSTED  
 MD0612* NAVD 88     -       295.182  (meters)     968.44   (feet)  ADJUSTED  
 MD0612  ___________________________________________________________________
 MD0612  X           -     413,888.916 (meters)                     COMP
 MD0612  Y           -  -4,733,962.318 (meters)                     COMP
 MD0612  Z           -   4,240,411.477 (meters)                     COMP
 MD0612  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 MD0612  ELLIP HEIGHT-         261.80  (meters)          (07/12/02) GPS OBS
 MD0612  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 MD0612  DYNAMIC HT  -         295.076 (meters)     968.10  (feet)  COMP
 MD0612  MODELED GRAV-     980,254.2   (mgal)                       NAVD 88
 MD0612  OBS GRAVITY -     980,255.9   (mgal)                       GRAV_OBS
 MD0612
 MD0612  HORZ ORDER  -  B
 MD0612  VERT ORDER  -  SECOND    CLASS 0
 MD0612  ELLP ORDER  -  FOURTH    CLASS II
 MD0612
 MD0612.The horizontal coordinates were established by GPS observations
 MD0612.and adjusted by the National Geodetic Survey in September 1995..
 MD0612
 MD0612.The orthometric height was determined by differential leveling
 MD0612.and adjusted by the National Geodetic Survey in June 1991..
 MD0612
 MD0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0612
 MD0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0612
 MD0612.The ellipsoidal height was determined by GPS observations
 MD0612.and is referenced to NAD 83.
 MD0612
 MD0612.The geoid height was determined by GEOID03.
 MD0612
 MD0612.The dynamic height is computed by dividing the NAVD 88
 MD0612.geopotential number by the normal gravity value computed on the
 MD0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0612.degrees latitude (g = 980.6199 gals.).
 MD0612
 MD0612.The modeled gravity was interpolated from observed gravity values.
 MD0612.The observed gravity was obtained from relative gravimeter ties
 MD0612.to the IGSN71 gravity network.
 MD0612
 MD0612;                    North         East     Units Scale Factor Converg.
 MD0612;SPC MI S     -    48,520.674 3,947,194.670   MT  1.00004314   -0 25 59.8
 MD0612;SPC MI S     -   159,188.56 12,950,113.75   iFT  1.00004314   -0 25 59.8
 MD0612;UTM  16      - 4,644,488.241   665,529.383   MT  0.99993717   +1 20 04.7
 MD0612
 MD0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0612!SPC MI S     -   0.99995894  x   1.00004314  =   1.00000208
 MD0612!UTM  16      -   0.99995894  x   0.99993717  =   0.99989611
 MD0612
 MD0612                          SUPERSEDED SURVEY CONTROL
 MD0612
 MD0612  ELLIP H (09/20/95)  261.83   (m)                       GP(       ) 1 2
 MD0612  NAVD 88 (09/20/95)  295.18   (m)          968.4    (f) LEVELING    3  
 MD0612  NGVD 29 (??/??/92)  295.312  (m)          968.87   (f) ADJ UNCH    2 0
 MD0612
 MD0612.Superseded values are not recommended for survey control.
 MD0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0612.See file dsdata.txt to determine how the superseded data were derived.
 MD0612
 MD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6552944488(NAD 83)
 MD0612_MARKER: DB = BENCH MARK DISK
 MD0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0612_STAMPING: E 113 1934
 MD0612_MARK LOGO: CGS   
 MD0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0612+STABILITY: SURFACE MOTION
 MD0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0612+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 MD0612
 MD0612  HISTORY     - Date     Condition        Report By
 MD0612  HISTORY     - 1934     MONUMENTED       CGS
 MD0612  HISTORY     - 1977     GOOD             MIDH
 MD0612  HISTORY     - 19931217 GOOD             LOCENG
 MD0612  HISTORY     - 19940627 GOOD             MIDT
 MD0612  HISTORY     - 19940727 GOOD             NGS
 MD0612  HISTORY     - 19970805 GOOD             NGS
 MD0612  HISTORY     - 20040417 GOOD             JCLS
 MD0612  HISTORY     - 20040419 GOOD             JCLS
 MD0612
 MD0612                          STATION DESCRIPTION
 MD0612
 MD0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0612'AT COLDWATER.
 MD0612'AT COLDWATER, BRANCH COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0612'57 YARDS EAST OF THE SOUTHEAST CORNER OF THE STATION, AT THE
 MD0612'CROSSING OF U.S. HIGHWAY 27, 76 YARDS WEST OF THE CENTERLINE OF
 MD0612'THE HIGHWAY, 27.8 FEET NORTH OF A WATER TOWER, AND 2 YARDS WEST
 MD0612'OF A POLE.  A STANDARD DISK, STAMPED E 113 1934 AND SET IN THE
 MD0612'TOP OF A CONCRETE POST.
 MD0612
 MD0612                          STATION RECOVERY (1977)
 MD0612
 MD0612'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 MD0612'RECOVERED IN GOOD CONDITION.
 MD0612
 MD0612                          STATION RECOVERY (1993)
 MD0612
 MD0612'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (ERR)
 MD0612'RECOVERED IN GOOD CONDITION.  NOTE--ADD THE FOLLOWING CORRECTIONS.
 MD0612'168.5 FEET (51.4 M) EAST OF SOUTHEAST CORNER OF RAILROAD STATION (NOW
 MD0612'A STORE), 32.2 FEET (9.8 M) NORTH OF NORTH RAIL OF MAIN RAILROAD
 MD0612'TRACK, 4.0 FEET (1.2 M) WEST OF WEST FACE OF POWERPOLE, 72.2 FEET
 MD0612'(22.0 M) SOUTH OF A CONCRETE CURB, SOUTH SIDE OF PARK AVENUE, 97 FEET
 MD0612'(29.6 M) NORTHEAST OF NORTHEAST CORNER OF RR FREIGHT SHED (NOW A
 MD0612'RESTRAURANT).  TABLET IS 2 INCHES ABOVE GROUND LINE.  IDENTIFICATION
 MD0612'SIGN BESIDE TABLET.
 MD0612
 MD0612                          STATION RECOVERY (1994)
 MD0612
 MD0612'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 MD0612'STATION IS LOCATED IN QUAD 410851.  IT IS ON THE COLDWATER EAST
 MD0612'QUADRANGLE MAP IN THE NORTHWEST 1/4 OF SECTION 22, T-6-S, R-6-W,
 MD0612'COLDWATER TOWNSHIP.  ABOUT 11.0 MI (17.7 KM) NORTHEAST OF BRONSON, 7.0
 MD0612'MI (11.3 KM) WEST OF QUINCY, 11.0 MI (17.7 KM) SOUTHEAST OF UNION CITY
 MD0612'IN A GARDEN AREA BETWEEN THE OLD TRAIN STATION AND INTERSTATE HIGHWAY
 MD0612'69 BUSINESS ROUTE (DIVISION STREET) .  TO REACH FROM THE INTERSECTION
 MD0612'OF U.S.  HIGHWAY 12 AND INTERSTATE HIGHWAY 69 BUSINESS ROUTE
 MD0612'SOUTHBOUND GO SOUTH ALONG INTERSTATE HIGHWAY 69 BUSINESS ROUTE FOR 0.4
 MD0612'MI (0.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED. STATION IS 32.6
 MD0612'FT (9.9 M) NORTH FROM THE NEAR RAIL OF THE RAILROAD TRACKS, 24.0 FT
 MD0612'(7.3 M) NORTHWEST FROM THE NORTHWEST CORNER OF A CONCRETE FOUNDATION,
 MD0612'54.0 FT (16.5 M) SOUTH FROM A UTILITY POLE GUY WIRE AT BASE, 4.5 FT
 MD0612'(1.4 M) FROM THE CENTER OF A UTILITY POLE AND 1.0 FT (0.3 M) NORTHWEST
 MD0612'FROM A METAL WITNESS POST AND SIGN.
 MD0612
 MD0612                          STATION RECOVERY (1994)
 MD0612
 MD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 MD0612'STATION IS LOCATED IN COLDWATER, AL0NG THE OLD NEW YORK CENTRAL
 MD0612'RAILROAD, AT THE CROSSING OF BUSINESS LOOP 69, NEAR VICTORIA STATION.
 MD0612'OWNERSHIP--MRS.  NANCY VANDERBOSCH-SMITH, 29 WEST PARK AVENUE,
 MD0612'COLDWATER MI 49036, PHONE 517-278-4947.  NO ADVANCE NOTICE REQUIRED.
 MD0612'NO LEGAL PARKING ON PARK AVENUE, VEHICLE CAN BE PARKED AT SOUTHEAST
 MD0612'CORNER OF VICTORIA STATION PARKING LOT.  TO REACH FROM THE JUNCTION OF
 MD0612'BUSINESS LOOP 69 AND U.S.  HIGHWAY 12 IN DOWNTOWN COLDWATER, GO SOUTH
 MD0612'ON BUSINESS LOOP 69 (DIVISION STREET) FOR 0.35 MI (0.56 KM) TO A CROSS
 MD0612'STREET, E.  PARK AVE ON THE LEFT AND W.  PARK AVE.  ON THE RIGHT.
 MD0612'TURN RIGHT AND GO WESTERLY FOR ABOUT 0.05 MI (0.08 KM) TO THE STATION
 MD0612'ON THE LEFT.  STATION PROJECTS 7 CM ABOVE GROUND.  IT IS APPROXIMATELY
 MD0612'51.2 M (168.0 FT) EAST OF THE SOUTHEAST CORNER OF VICTORIA STATION
 MD0612'(OLD RAILROAD DEPOT) , 22.2 M (72.8 FT) SOUTH OF THE SOUTH CURB OF
 MD0612'WEST PARK AVENUE, 9.9 M (32.5 FT) NORTH OF THE NORTH RAIL OF THE NORTH
 MD0612'1 OF 3 RAILROAD TRACKS, 7.2 M (23.6 FT) NORTH OF THE NORTHWEST CORNER
 MD0612'OF A 1.6 M (5.2 FT) BY 3.2 M (10.5 FT) CONCRETE FOUNDATION, 1.35 M
 MD0612'(4.43 FT) WEST OF A UTILITY POLE, AND 0.22 M (0.72 FT) NORTHWEST OF A
 MD0612'METAL WITNESS POST.
 MD0612
 MD0612                          STATION RECOVERY (1997)
 MD0612
 MD0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 MD0612'STATION IS LOCATED IN COLDWATER, ALONG THE NEW YORK CENTRAL RAILROAD,
 MD0612'AT THE CROSSING OF BUSINESS LOOP 69, NEAR VICTORIA STATION.
 MD0612'OWNERSHIP--MRS. NANCY VANDERBOSCH-SMITH, 29 WEST PARK AVENUE,
 MD0612'COLDWATER MI 49036, PHONE 517-278-4947.  NO ADVANCE NOTICE REQUIRED.
 MD0612'NO LEGAL PARKING ON PARK AVENUE, VEHICLE CAN BE PARKED AT SOUTHEAST
 MD0612'CORNER OF VICTORIA STATION PARKING LOT.  TO REACH THE STATION FROM THE
 MD0612'JUNCTION OF BUSINESS LOOP 69 AND U.S. HIGHWAY 12 IN DOWNTOWN
 MD0612'COLDWATER, GO SOUTH ON BUSINESS LOOP 69 (DIVISION STREET) FOR 0.35 MI
 MD0612'(0.56 KM) TO A CROSS STREET, PARK AVE.  TURN RIGHT AND GO WESTERLY FOR
 MD0612'0.05 MI (0.08 KM) TO THE STATION ON LEFT.  THE STATION PROJECTS 7 CM
 MD0612'ABOVE GROUND.  LOCATED APPROXIMATELY 51.2 M (168.0 FT) EAST OF THE
 MD0612'SOUTHEAST CORNER OF VICTORIA STATION (OLD RAILROAD DEPOT), 22.2 M
 MD0612'(72.8 FT) SOUTH OF THE SOUTH CURB OF WEST PARK AVENUE, 9.9 M (32.5 FT)
 MD0612'NORTH OF THE NORTH RAIL OF THE NORTH 1 OF 3 RAILROAD TRACKS, 7.2 M
 MD0612'(23.6 FT) NORTH OF THE NORTHWEST CORNER OF A 1.6 M (5.2 FT) BY 3.2 M
 MD0612'(10.5 FT) CONCRETE FOUNDATION, 6.10 M (20.01 FT) NORTHWEST OF HIGH
 MD0612'TENSION POWERLINE POLE NUMBER 6501 AND 0.37 M (1.21 FT) SOUTH OF A
 MD0612'FIBERGLASS WITNESS POST.
 MD0612
 MD0612                          STATION RECOVERY (2004)
 MD0612
 MD0612'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 MD0612'RECOVERED IN GOOD CONDITION.
 MD0612
 MD0612                          STATION RECOVERY (2004)
 MD0612
 MD0612'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 MD0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0492 ***********************************************************************
 NE0492  DESIGNATION -  E 115 X
 NE0492  PID         -  NE0492
 NE0492  STATE/COUNTY-  MI/MONROE
 NE0492  USGS QUAD   -  FLAT ROCK (1973)
 NE0492
 NE0492                         *CURRENT SURVEY CONTROL
 NE0492  ___________________________________________________________________
 NE0492* NAD 83(1986)-  42 02 48.     (N)    083 15 38.     (W)     SCALED    
 NE0492* NAVD 88     -       179.703  (meters)     589.58   (feet)  ADJUSTED  
 NE0492  ___________________________________________________________________
 NE0492  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 NE0492  DYNAMIC HT  -         179.642 (meters)     589.38  (feet)  COMP
 NE0492  MODELED GRAV-     980,277.6   (mgal)                       NAVD 88
 NE0492
 NE0492  VERT ORDER  -  FIRST     CLASS I
 NE0492
 NE0492.The horizontal coordinates were scaled from a topographic map and have
 NE0492.an estimated accuracy of +/- 6 seconds.
 NE0492
 NE0492.The orthometric height was determined by differential leveling
 NE0492.and adjusted by the National Geodetic Survey in June 1991..
 NE0492.WARNING-Repeat measurements at this control monument indicate possible
 NE0492.vertical movement.
 NE0492
 NE0492.The geoid height was determined by GEOID03.
 NE0492
 NE0492.The dynamic height is computed by dividing the NAVD 88
 NE0492.geopotential number by the normal gravity value computed on the
 NE0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0492.degrees latitude (g = 980.6199 gals.).
 NE0492
 NE0492.The modeled gravity was interpolated from observed gravity values.
 NE0492
 NE0492;                    North         East    Units  Estimated Accuracy
 NE0492;SPC MI S     -    61,330.    4,091,570.      MT  (+/- 180 meters Scaled)
 NE0492
 NE0492                          SUPERSEDED SURVEY CONTROL
 NE0492
 NE0492  NGVD 29 (??/??/92)  179.874  (m)          590.14   (f) ADJ UNCH    1 1
 NE0492
 NE0492.Superseded values are not recommended for survey control.
 NE0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0492.See file dsdata.txt to determine how the superseded data were derived.
 NE0492
 NE0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG129574(NAD 83)
 NE0492_MARKER: DB = BENCH MARK DISK
 NE0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0492_SP_SET: CONCRETE BASE
 NE0492_STAMPING: E 115 X 1934 589.979
 NE0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0492
 NE0492  HISTORY     - Date     Condition        Report By
 NE0492  HISTORY     - 1934     MONUMENTED       CGS
 NE0492  HISTORY     - 1968     GOOD             NGS
 NE0492  HISTORY     - 1988     GOOD             USPSQD
 NE0492
 NE0492                          STATION DESCRIPTION
 NE0492
 NE0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0492'1.7 MI SW FROM ROCKWOOD.
 NE0492'ABOUT 1.7 MILES SOUTHWEST ALONG THE DETROIT AND TOLEDO SHORE
 NE0492'LINE RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE AT ROCKWOOD,
 NE0492'ABOUT 0.4 MILE NORTHEAST OF THE CROSSING OF DIXIE HIGHWAY, ABOUT
 NE0492'0.15 MILE SOUTHWEST OF MILEPOST 29, ABOUT 14 1/2 RAILS NORTHEAST
 NE0492'OF THE PENN CENTRAL MILEPOST NO. D 24, ABOUT 35 YARDS NORTHWEST
 NE0492'OF THE D AND T SL RR, SET IN THE TOP OF THE WEST CORNER OF A
 NE0492'2 1/2-FOOT SQUARE CONCRETE BASE FOR A PENN CENTRAL SIGNAL, 6.9
 NE0492'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE PENN CENTRAL RAILROAD
 NE0492'AND 1 FOOT BELOW THE LEVEL OF THE TRACK.  SEC 21, T 5 S, R 10 E
 NE0492
 NE0492                          STATION RECOVERY (1988)
 NE0492
 NE0492'RECOVERY NOTE BY US POWER SQUADRON 1988 (BM)
 NE0492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0566 ***********************************************************************
 NF0566  DESIGNATION -  E 117
 NF0566  PID         -  NF0566
 NF0566  STATE/COUNTY-  MI/KALAMAZOO
 NF0566  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0566
 NF0566                         *CURRENT SURVEY CONTROL
 NF0566  ___________________________________________________________________
 NF0566* NAD 83(1986)-  42 06 37.     (N)    085 38 02.     (W)     SCALED    
 NF0566* NAVD 88     -       267.181  (meters)     876.58   (feet)  ADJUSTED  
 NF0566  ___________________________________________________________________
 NF0566  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0566  DYNAMIC HT  -         267.093 (meters)     876.29  (feet)  COMP
 NF0566  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 NF0566
 NF0566  VERT ORDER  -  SECOND    CLASS 0
 NF0566
 NF0566.The horizontal coordinates were scaled from a topographic map and have
 NF0566.an estimated accuracy of +/- 6 seconds.
 NF0566
 NF0566.The orthometric height was determined by differential leveling
 NF0566.and adjusted by the National Geodetic Survey in June 1991..
 NF0566
 NF0566.The geoid height was determined by GEOID03.
 NF0566
 NF0566.The dynamic height is computed by dividing the NAVD 88
 NF0566.geopotential number by the normal gravity value computed on the
 NF0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0566.degrees latitude (g = 980.6199 gals.).
 NF0566
 NF0566.The modeled gravity was interpolated from observed gravity values.
 NF0566
 NF0566;                    North         East    Units  Estimated Accuracy
 NF0566;SPC MI S     -    68,580.    3,895,200.      MT  (+/- 180 meters Scaled)
 NF0566
 NF0566                          SUPERSEDED SURVEY CONTROL
 NF0566
 NF0566  NGVD 29 (??/??/92)  267.318  (m)          877.03   (f) ADJ UNCH    2 0
 NF0566
 NF0566.Superseded values are not recommended for survey control.
 NF0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0566.See file dsdata.txt to determine how the superseded data were derived.
 NF0566
 NF0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129629(NAD 83)
 NF0566_MARKER: DB = BENCH MARK DISK
 NF0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0566_STAMPING: ELEV 877.026 FEET E 117 1934
 NF0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0566+STABILITY: SURFACE MOTION
 NF0566
 NF0566  HISTORY     - Date     Condition        Report By
 NF0566  HISTORY     - 1934     MONUMENTED       CGS
 NF0566  HISTORY     - 1940     GOOD             NGS
 NF0566  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0566  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0566  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0566
 NF0566                          STATION DESCRIPTION
 NF0566
 NF0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0566'AT SCHOOLCRAFT.
 NF0566'AT SCHOOLCRAFT, KALAMAZOO COUNTY, 120 YARDS WEST OF THE GRAND
 NF0566'TRUNK WESTERN RAILROAD STATION, 150 YARDS WEST OF THE CROSSING
 NF0566'OF THE NEW YORK CENTRAL RAILROAD, 12 YARDS NORTH OF A SIGNAL
 NF0566'POST, 12 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK OF THE
 NF0566'GRAND TRUNK WESTERN RAILROAD, 20 FEET SOUTH OF THE SOUTHWEST
 NF0566'CORNER OF A STOCKYARD FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE
 NF0566'RAIL.  A STANDARD DISK, STAMPED ELEV 877.026 FEET E 117 1934 AND
 NF0566'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NF0566'GROUND.
 NF0566
 NF0566                          STATION RECOVERY (1965)
 NF0566
 NF0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0566'MARK NOT FOUND.
 NF0566
 NF0566                          STATION RECOVERY (1983)
 NF0566
 NF0566'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0566'MARK NOT FOUND.
 NF0566
 NF0566                          STATION RECOVERY (1993)
 NF0566
 NF0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0566'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0831 ***********************************************************************
 ME0831  DESIGNATION -  E 118
 ME0831  PID         -  ME0831
 ME0831  STATE/COUNTY-  MI/BERRIEN
 ME0831  USGS QUAD   -  BRIDGMAN (1978)
 ME0831
 ME0831                         *CURRENT SURVEY CONTROL
 ME0831  ___________________________________________________________________
 ME0831* NAD 83(1986)-  41 53 06.     (N)    086 35 43.     (W)     SCALED    
 ME0831* NAVD 88     -       195.500  (meters)     641.40   (feet)  ADJUSTED  
 ME0831  ___________________________________________________________________
 ME0831  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME0831  DYNAMIC HT  -         195.430 (meters)     641.17  (feet)  COMP
 ME0831  MODELED GRAV-     980,262.0   (mgal)                       NAVD 88
 ME0831
 ME0831  VERT ORDER  -  SECOND    CLASS 0
 ME0831
 ME0831.The horizontal coordinates were scaled from a topographic map and have
 ME0831.an estimated accuracy of +/- 6 seconds.
 ME0831
 ME0831.The orthometric height was determined by differential leveling
 ME0831.and adjusted by the National Geodetic Survey in June 1991..
 ME0831
 ME0831.The geoid height was determined by GEOID03.
 ME0831
 ME0831.The dynamic height is computed by dividing the NAVD 88
 ME0831.geopotential number by the normal gravity value computed on the
 ME0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0831.degrees latitude (g = 980.6199 gals.).
 ME0831
 ME0831.The modeled gravity was interpolated from observed gravity values.
 ME0831
 ME0831;                    North         East    Units  Estimated Accuracy
 ME0831;SPC MI S     -    45,210.    3,815,040.      MT  (+/- 180 meters Scaled)
 ME0831
 ME0831                          SUPERSEDED SURVEY CONTROL
 ME0831
 ME0831  NGVD 29 (??/??/92)  195.625  (m)          641.81   (f) ADJ UNCH    2 0
 ME0831
 ME0831.Superseded values are not recommended for survey control.
 ME0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0831.See file dsdata.txt to determine how the superseded data were derived.
 ME0831
 ME0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM335370(NAD 83)
 ME0831_MARKER: DB = BENCH MARK DISK
 ME0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0831_STAMPING: E 118 1934
 ME0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0831+STABILITY: SURFACE MOTION
 ME0831
 ME0831  HISTORY     - Date     Condition        Report By
 ME0831  HISTORY     - 1934     MONUMENTED       CGS
 ME0831  HISTORY     - 1976     GOOD             LOCENG
 ME0831  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0831
 ME0831                          STATION DESCRIPTION
 ME0831
 ME0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0831'AT SAWYER.
 ME0831'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0831'RAILWAY, APPROXIMATELY 100 YARDS SOUTHWEST OF THE CONCRETE BLOCK
 ME0831'BUILDING OF THE WESTHAUSER NURSERIES, 80 YARDS SOUTHWEST OF THE
 ME0831'CROSSING OF THE CONCRETE HIGHWAY LEADING ALONG THE MAIN STREET OF
 ME0831'SAWYER, 60 YARDS WEST OF THE ZEIGER LUMBER AND COAL CO., 45 YARDS
 ME0831'WEST OF THE SEMAPHORE SIGNAL TOWER IN FRONT OF THE STATION, 17
 ME0831'YARDS NORTHWEST OF THE NORTHWEST RAIL, ALONG A FENCE LINE, A
 ME0831'CONCRETE POST, 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 ME0831'E 118 1934.
 ME0831
 ME0831                          STATION RECOVERY (1976)
 ME0831
 ME0831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 ME0831'CHANGE IN DESCRIPTION-- 225 FT. SW ALONG C+O RAILROAD FROM C/L SAWYER
 ME0831'ROAD AT C/L RAILROAD CROSSING. ABOUT 60 YARDS WEST OF ZIEGER LUMBER
 ME0831'COMPANY. 81.2 FT. W.S.W. OF S.W. CORNER C+O RAILROAD SIGNAL CONTROL
 ME0831'BUILDING. 51.7 FT. N.W. OF N.W. RAIL. 1 FT. S.E. OF OLD R.R. R.O.W.
 ME0831'FENCE. IN CONCRETE POST PROJECTING 1 FT. ABOVE GROUND. NOTE--
 ME0831'RAILROAD STATION AND SEMAPHORE HAVE BEEN DEMOLISHED.
 ME0831
 ME0831                          STATION RECOVERY (1985)
 ME0831
 ME0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0016 ***********************************************************************
 MD0016  DESIGNATION -  E 119
 MD0016  PID         -  MD0016
 MD0016  STATE/COUNTY-  MI/HILLSDALE
 MD0016  USGS QUAD   -  ALVORDTON (1973)
 MD0016
 MD0016                         *CURRENT SURVEY CONTROL
 MD0016  ___________________________________________________________________
 MD0016* NAD 83(1994)-  41 43 40.50888(N)    084 24 55.55038(W)     ADJUSTED  
 MD0016* NAVD 88     -       274.125  (meters)     899.36   (feet)  ADJUSTED  
 MD0016  ___________________________________________________________________
 MD0016  X           -     463,933.652 (meters)                     COMP
 MD0016  Y           -  -4,744,718.648 (meters)                     COMP
 MD0016  Z           -   4,223,257.868 (meters)                     COMP
 MD0016  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 MD0016  ELLIP HEIGHT-         240.30  (meters)          (02/03/97) GPS OBS
 MD0016  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 MD0016  DYNAMIC HT  -         274.020 (meters)     899.01  (feet)  COMP
 MD0016  MODELED GRAV-     980,230.5   (mgal)                       NAVD 88
 MD0016
 MD0016  HORZ ORDER  -  FIRST
 MD0016  VERT ORDER  -  SECOND    CLASS 0
 MD0016  ELLP ORDER  -  FOURTH    CLASS I
 MD0016
 MD0016.The horizontal coordinates were established by GPS observations
 MD0016.and adjusted by the National Geodetic Survey in February 1997..
 MD0016
 MD0016.The orthometric height was determined by differential leveling
 MD0016.and adjusted by the National Geodetic Survey in June 1991..
 MD0016.WARNING-GPS observations at this control monument resulted in a GPS
 MD0016.derived orthometric height which differed from the leveled height by
 MD0016.more than one decimeter (0.1 meter).
 MD0016
 MD0016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD0016
 MD0016.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD0016
 MD0016.The ellipsoidal height was determined by GPS observations
 MD0016.and is referenced to NAD 83.
 MD0016
 MD0016.The geoid height was determined by GEOID03.
 MD0016
 MD0016.The dynamic height is computed by dividing the NAVD 88
 MD0016.geopotential number by the normal gravity value computed on the
 MD0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0016.degrees latitude (g = 980.6199 gals.).
 MD0016
 MD0016.The modeled gravity was interpolated from observed gravity values.
 MD0016
 MD0016;                    North         East     Units Scale Factor Converg.
 MD0016;SPC MI S     -    25,319.018 3,995,942.260   MT  1.00010881   -0 01 59.5
 MD0016;SPC MI S     -    83,067.64 13,110,046.78   iFT  1.00010881   -0 01 59.5
 MD0016;UTM  16      - 4,622,796.395   714,965.718   MT  1.00016868   +1 43 15.4
 MD0016
 MD0016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD0016!SPC MI S     -   0.99996231  x   1.00010881  =   1.00007112
 MD0016!UTM  16      -   0.99996231  x   1.00016868  =   1.00013098
 MD0016
 MD0016                          SUPERSEDED SURVEY CONTROL
 MD0016
 MD0016  NAD 83(1986)-  41 43 40.51460(N)    084 24 55.56654(W) AD(       ) 1
 MD0016  NGVD 29 (??/??/92)  274.259  (m)          899.80   (f) ADJ UNCH    2 0
 MD0016
 MD0016.Superseded values are not recommended for survey control.
 MD0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0016.See file dsdata.txt to determine how the superseded data were derived.
 MD0016
 MD0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1496622796(NAD 83)
 MD0016_MARKER: DB = BENCH MARK DISK
 MD0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0016_SP_SET: CONCRETE POST
 MD0016_STAMPING: E 119 1934
 MD0016_MARK LOGO: CGS   
 MD0016_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0016+STABILITY: SURFACE MOTION
 MD0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0016+SATELLITE: SATELLITE OBSERVATIONS - May 25, 1993
 MD0016
 MD0016  HISTORY     - Date     Condition        Report By
 MD0016  HISTORY     - 1934     MONUMENTED       CGS
 MD0016  HISTORY     - 1988     GOOD             USPSQD
 MD0016  HISTORY     - 19921203 GOOD             PLSO
 MD0016  HISTORY     - 19930525 GOOD
 MD0016  HISTORY     - 20000826 GOOD             USPSQD
 MD0016
 MD0016                          STATION DESCRIPTION
 MD0016
 MD0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0016'AT WALDRON.
 MD0016'AT WALDRON, HILLSDALE COUNTY, ABOUT 39 YARDS NORTH OF THE
 MD0016'NORTHEAST CORNER OF THE CINCINNATI NORTHERN RAILROAD STATION,
 MD0016'ABOUT 11 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE AVIS
 MD0016'MILLING CO., 39.3 FEET NORTHWEST OF THE WEST RAIL AT THE CROSSING
 MD0016'OF THE CENTERLINE OF A GRAVEL ROAD, 37 FEET NORTH OF THE
 MD0016'CENTERLINE OF THE ROAD, 15.3 FEET WEST OF THE WEST RAIL, 5.9
 MD0016'FEET EAST OF A POLE, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD
 MD0016'DISK, STAMPED E 119 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0016
 MD0016                          STATION RECOVERY (1988)
 MD0016
 MD0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0016'RECOVERED IN GOOD CONDITION.
 MD0016
 MD0016                          STATION RECOVERY (1992)
 MD0016
 MD0016'RECOVERY NOTE BY LAND SURV OF OH 1992
 MD0016'THE STATION IS LOCATED 13 KM (8.05 MI) NORTHEAST OF PIONEER, 10 KM
 MD0016'(6.20 MI) NORTHWEST OF FAYETTE, AT WALDRON, MICHIGAN, 0.4 KM
 MD0016'(0.25 MI) EAST ALONG CENTER STREET FROM THE JUNCTION WITH MAIN
 MD0016'STREET, NEAR GRAIN ELEVATORS ON THE LEFT. THE RAILROAD HERE WAS
 MD0016'ABANDONED LONG AGO AND THE TRACKS AND RAILROAD STATION ARE GONE.  THE
 MD0016'STATION IS 11.48 M (37.66 FT) NORTH OF THE CENTERLINE OF CENTER
 MD0016'STREET, 11.6 M (38.1 FT) EAST OF A POWERPOLE WITH THREE TRANSFORMERS,
 MD0016'8.98 M (29.46 FT) SOUTH-SOUTHWEST OF A GRAIN ELEVATOR, 8.84 M
 MD0016'(29.00 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A BARN, ABOUT 5 M
 MD0016'(16.4 FT) WEST OF THE CENTER OF THE ABANDONED RAILROAD BED, O.35 M
 MD0016'WEST OF A FIBERGLASS WITNESS POST, AND SET IN A 0.15 M (0.49 FT)
 MD0016'SQUARE CONCRETE POST PROJECTING 0.18 M (0.59 FT) .
 MD0016
 MD0016                          STATION RECOVERY (1993)
 MD0016
 MD0016'RECOVERED 1993
 MD0016'RECOVERED IN GOOD CONDITION.
 MD0016
 MD0016                          STATION RECOVERY (2000)
 MD0016
 MD0016'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0016'RAILROAD BED HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0210 ***********************************************************************
 QK0210  DESIGNATION -  E 12
 QK0210  PID         -  QK0210
 QK0210  STATE/COUNTY-  MI/CHEBOYGAN
 QK0210  USGS QUAD   -  WOLVERINE (1986)
 QK0210
 QK0210                         *CURRENT SURVEY CONTROL
 QK0210  ___________________________________________________________________
 QK0210* NAD 83(1986)-  45 31 23.     (N)    084 32 57.     (W)     SCALED    
 QK0210* NAVD 88     -       189.464  (meters)     621.60   (feet)  ADJUSTED  
 QK0210  ___________________________________________________________________
 QK0210  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QK0210  DYNAMIC HT  -         189.462 (meters)     621.59  (feet)  COMP
 QK0210  MODELED GRAV-     980,597.4   (mgal)                       NAVD 88
 QK0210
 QK0210  VERT ORDER  -  FIRST     CLASS I
 QK0210
 QK0210.The horizontal coordinates were scaled from a topographic map and have
 QK0210.an estimated accuracy of +/- 6 seconds.
 QK0210
 QK0210.The orthometric height was determined by differential leveling
 QK0210.and adjusted by the National Geodetic Survey in June 1991..
 QK0210
 QK0210.The geoid height was determined by GEOID03.
 QK0210
 QK0210.The dynamic height is computed by dividing the NAVD 88
 QK0210.geopotential number by the normal gravity value computed on the
 QK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0210.degrees latitude (g = 980.6199 gals.).
 QK0210
 QK0210.The modeled gravity was interpolated from observed gravity values.
 QK0210
 QK0210;                    North         East    Units  Estimated Accuracy
 QK0210;SPC MI C     -   245,200.    5,985,740.      MT  (+/- 180 meters Scaled)
 QK0210
 QK0210                          SUPERSEDED SURVEY CONTROL
 QK0210
 QK0210  NGVD 29 (??/??/92)  189.480  (m)          621.65   (f) ADJ UNCH    1 1
 QK0210
 QK0210.Superseded values are not recommended for survey control.
 QK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0210.See file dsdata.txt to determine how the superseded data were derived.
 QK0210
 QK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR913439(NAD 83)
 QK0210_MARKER: DB = BENCH MARK DISK
 QK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0210+STABILITY: SURFACE MOTION
 QK0210
 QK0210  HISTORY     - Date     Condition        Report By
 QK0210  HISTORY     - 1916     MONUMENTED       CGS
 QK0210  HISTORY     - 1973     GOOD             USLS
 QK0210
 QK0210                          STATION DESCRIPTION
 QK0210
 QK0210'DESCRIBED BY US LAKE SURVEY 1973
 QK0210'3.7 MI NE FROM TOPINABEE.
 QK0210'E 12 ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, AT LONG
 QK0210'POINT ON WEST SIDE OF MULLETT LAKE, 3.7 MILES NORTHEASTERLY
 QK0210'ALONG HWY. M-27 FROM MULLETT TOWNSHIP FIRE HALL IN TOPINABEE,
 QK0210'1.4 MILES NORTHEASTERLY OF BRIDGE OVER MULLETT CREEK, SOUTHERLY
 QK0210'OF INTERSECTION OF HWY. M-27 AND GRAVEL ROAD LEADING TO THE
 QK0210'TIMBERS RESORT, 43.0 FEET NORTHWEST OF NORTHWEST RAIL OF PENN
 QK0210'CENTRAL TRACKS, 41 FEET SOUTHEAST OF CENTERLINE OF OLD U.S.
 QK0210'27, 7.6 FEET SOUTHEAST OF UTILITY POLE NO. 339, 1/4-FOOT ABOVE
 QK0210'THE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF A BRONZE
 QK0210'DISC SET INTO THE TOP OF A 8-INCH SQUARE MARBLE POST.
 QK0210'NOTE-- PREV. DESIG. E 12 1916.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1025 ***********************************************************************
 RL1025  DESIGNATION -  E 120
 RL1025  PID         -  RL1025
 RL1025  STATE/COUNTY-  MI/GOGEBIC
 RL1025  USGS QUAD   -  IMP LAKE (1982)
 RL1025
 RL1025                         *CURRENT SURVEY CONTROL
 RL1025  ___________________________________________________________________
 RL1025* NAD 83(1986)-  46 12 36.     (N)    089 00 15.     (W)     SCALED    
 RL1025* NAVD 88     -       519.352  (meters)    1703.91   (feet)  ADJUSTED  
 RL1025  ___________________________________________________________________
 RL1025  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 RL1025  DYNAMIC HT  -         519.360 (meters)    1703.93  (feet)  COMP
 RL1025  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 RL1025
 RL1025  VERT ORDER  -  SECOND    CLASS 0
 RL1025
 RL1025.The horizontal coordinates were scaled from a topographic map and have
 RL1025.an estimated accuracy of +/- 6 seconds.
 RL1025
 RL1025.The orthometric height was determined by differential leveling
 RL1025.and adjusted by the National Geodetic Survey in June 1991..
 RL1025
 RL1025.The geoid height was determined by GEOID03.
 RL1025
 RL1025.The dynamic height is computed by dividing the NAVD 88
 RL1025.geopotential number by the normal gravity value computed on the
 RL1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1025.degrees latitude (g = 980.6199 gals.).
 RL1025
 RL1025.The modeled gravity was interpolated from observed gravity values.
 RL1025
 RL1025;                    North         East    Units  Estimated Accuracy
 RL1025;SPC MI N     -   160,520.    7,845,370.      MT  (+/- 180 meters Scaled)
 RL1025
 RL1025                          SUPERSEDED SURVEY CONTROL
 RL1025
 RL1025  NGVD 29 (??/??/92)  519.369  (m)         1703.96   (f) ADJ UNCH    2 0
 RL1025
 RL1025.Superseded values are not recommended for survey control.
 RL1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1025.See file dsdata.txt to determine how the superseded data were derived.
 RL1025
 RL1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS454193(NAD 83)
 RL1025_MARKER: DB = BENCH MARK DISK
 RL1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1025_STAMPING: E 120 1948
 RL1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1025+STABILITY: SURFACE MOTION
 RL1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1025+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 RL1025
 RL1025  HISTORY     - Date     Condition        Report By
 RL1025  HISTORY     - 1948     MONUMENTED       CGS
 RL1025  HISTORY     - 20050407 GOOD             GEOCAC
 RL1025
 RL1025                          STATION DESCRIPTION
 RL1025
 RL1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1025'10 MI E FROM WATERSMEET.
 RL1025'ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1025'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT
 RL1025'0.95 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO TAMARACK
 RL1025'LAKE, AT THE Y JUNCTION OF A TRAIL LEADING NORTH, 29 FEET
 RL1025'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 43 FEET EAST-NORTHEAST
 RL1025'OF THE CENTER OF THE JUNCTION OF THE TRAIL, 9 FEET WEST OF A
 RL1025'6-INCH SPRUCE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RL1025'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1025'POST PROJECTING 3 INCHES.
 RL1025
 RL1025                          STATION RECOVERY (2005)
 RL1025
 RL1025'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1025'10 MI E FROM WATERSMEET.
 RL1025' 
 RL1025'NAD 83(1986)-  46 12 36.2 (N)  089 00 17.2  (W)  HANDHELD GPS
 RL1025' 
 RL1025'ABOUT 8.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS INTERSECTION
 RL1025'WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 0.9 MILE NORTHEAST
 RL1025'ALONG A GRAVEL NO.3940 ROAD, AT THE JUNCTION OF A 2 TRACK ROAD LEADING
 RL1025'NORTH SIGNED E27220.
 RL1025'IT IS 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 41 FEET
 RL1025'EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 9 FEET WEST OF A 12-INCH
 RL1025'SPRUCE TREE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 RL1025'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL1025' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0400 ***********************************************************************
 RL0400  DESIGNATION -  E 121
 RL0400  PID         -  RL0400
 RL0400  STATE/COUNTY-  MI/IRON
 RL0400  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0400
 RL0400                         *CURRENT SURVEY CONTROL
 RL0400  ___________________________________________________________________
 RL0400* NAD 83(1986)-  46 12 11.     (N)    088 53 09.     (W)     SCALED    
 RL0400* NAVD 88     -       514.593  (meters)    1688.29   (feet)  ADJUSTED  
 RL0400  ___________________________________________________________________
 RL0400  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL0400  DYNAMIC HT  -         514.598 (meters)    1688.31  (feet)  COMP
 RL0400  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 RL0400
 RL0400  VERT ORDER  -  SECOND    CLASS 0
 RL0400
 RL0400.The horizontal coordinates were scaled from a topographic map and have
 RL0400.an estimated accuracy of +/- 6 seconds.
 RL0400
 RL0400.The orthometric height was determined by differential leveling
 RL0400.and adjusted by the National Geodetic Survey in June 1991..
 RL0400
 RL0400.The geoid height was determined by GEOID03.
 RL0400
 RL0400.The dynamic height is computed by dividing the NAVD 88
 RL0400.geopotential number by the normal gravity value computed on the
 RL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0400.degrees latitude (g = 980.6199 gals.).
 RL0400
 RL0400.The modeled gravity was interpolated from observed gravity values.
 RL0400
 RL0400;                    North         East    Units  Estimated Accuracy
 RL0400;SPC MI N     -   159,530.    7,854,480.      MT  (+/- 180 meters Scaled)
 RL0400
 RL0400                          SUPERSEDED SURVEY CONTROL
 RL0400
 RL0400  NGVD 29 (??/??/92)  514.607  (m)         1688.34   (f) ADJ UNCH    2 0
 RL0400
 RL0400.Superseded values are not recommended for survey control.
 RL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0400.See file dsdata.txt to determine how the superseded data were derived.
 RL0400
 RL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS545183(NAD 83)
 RL0400_MARKER: DB = BENCH MARK DISK
 RL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0400_STAMPING: E 121 1948
 RL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0400+STABILITY: SURFACE MOTION
 RL0400
 RL0400  HISTORY     - Date     Condition        Report By
 RL0400  HISTORY     - 1948     MONUMENTED       CGS
 RL0400  HISTORY     - 20020613 GOOD             USPSQD
 RL0400
 RL0400                          STATION DESCRIPTION
 RL0400
 RL0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0400'2 MI S FROM ELMWOOD.
 RL0400'2.05 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM ITS
 RL0400'INTERSECTION WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT
 RL0400'ELMWOOD, AT A SMALL CROSS ROAD (LEADING WEST 1/2 MILE TO JAMES
 RL0400'LAKE), 56 FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST, 38
 RL0400'FEET EAST OF THE CENTER LINE OF THE ROAD, 63 FEET NORTH OF A
 RL0400'TELEPHONE POLE AND ABOUT 2 FEET WEST OF BEING IN LINE WITH THE
 RL0400'ROW OF POLES, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 RL0400'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0400'POST PROJECTING 4 INCHES.
 RL0400
 RL0400                          STATION RECOVERY (2002)
 RL0400
 RL0400'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0386 ***********************************************************************
 RL0386  DESIGNATION -  E 122
 RL0386  PID         -  RL0386
 RL0386  STATE/COUNTY-  MI/ONTONAGON
 RL0386  USGS QUAD   -  SMOKY LAKE (1981)
 RL0386
 RL0386                         *CURRENT SURVEY CONTROL
 RL0386  ___________________________________________________________________
 RL0386* NAD 83(1986)-  46 22 28.     (N)    088 59 40.     (W)     SCALED    
 RL0386* NAVD 88     -       512.951  (meters)    1682.91   (feet)  ADJUSTED  
 RL0386  ___________________________________________________________________
 RL0386  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 RL0386  DYNAMIC HT  -         512.960 (meters)    1682.94  (feet)  COMP
 RL0386  MODELED GRAV-     980,615.4   (mgal)                       NAVD 88
 RL0386
 RL0386  VERT ORDER  -  SECOND    CLASS 0
 RL0386
 RL0386.The horizontal coordinates were scaled from a topographic map and have
 RL0386.an estimated accuracy of +/- 6 seconds.
 RL0386
 RL0386.The orthometric height was determined by differential leveling
 RL0386.and adjusted by the National Geodetic Survey in June 1991..
 RL0386
 RL0386.The geoid height was determined by GEOID03.
 RL0386
 RL0386.The dynamic height is computed by dividing the NAVD 88
 RL0386.geopotential number by the normal gravity value computed on the
 RL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0386.degrees latitude (g = 980.6199 gals.).
 RL0386
 RL0386.The modeled gravity was interpolated from observed gravity values.
 RL0386
 RL0386;                    North         East    Units  Estimated Accuracy
 RL0386;SPC MI N     -   178,770.    7,846,580.      MT  (+/- 180 meters Scaled)
 RL0386
 RL0386                          SUPERSEDED SURVEY CONTROL
 RL0386
 RL0386  NGVD 29 (??/??/92)  512.964  (m)         1682.95   (f) ADJ UNCH    2 0
 RL0386
 RL0386.Superseded values are not recommended for survey control.
 RL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0386.See file dsdata.txt to determine how the superseded data were derived.
 RL0386
 RL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS466375(NAD 83)
 RL0386_MARKER: DB = BENCH MARK DISK
 RL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0386_STAMPING: E 122 1948
 RL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0386+STABILITY: SURFACE MOTION
 RL0386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0386+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL0386
 RL0386  HISTORY     - Date     Condition        Report By
 RL0386  HISTORY     - 1948     MONUMENTED       CGS
 RL0386  HISTORY     - 20040720 GOOD             GEOCAC
 RL0386
 RL0386                          STATION DESCRIPTION
 RL0386
 RL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0386'7.5 MI SE FROM CALDERWOOD.
 RL0386'5.9 MILES SOUTH AND EAST ALONG A ROAD FROM THE ROAD JUNCTION
 RL0386'AT CALDERWOOD THENCE ABOUT 1.6 MILES SOUTH ALONG A GRAVEL ROAD,
 RL0386'ABOUT 0.4 MILE NORTHWEST OF THE ONTONAGON-IRON COUNTY LINE,
 RL0386'ABOUT 1.7 MILES NORTHEAST OF THE BRIDGE OVER DEADMAN CREEK,
 RL0386'AT THE TOP OF A GRADE AND AT THE SOUTH END OF A CURVE SOUTH AND
 RL0386'WEST, 29 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 73
 RL0386'FEET NORTHWEST AND ACROSS THE ROAD FROM A 12-INCH BALSAM TREE,
 RL0386'AT A SMALL CLEARING IN THE WOODS, 2 FEET WEST OF A WHITE WOODEN
 RL0386'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0386'CONCRETE POST PROJECTING 4 INCHES.
 RL0386
 RL0386                          STATION RECOVERY (2004)
 RL0386
 RL0386'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0386'NAD 83 -  46 22 28.1 (N) -  088 59 40.1 (W) GARMIN GPS V
 RL0386' 
 RL0386'THE GRAVEL ROAD IS FR4500.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0345 ***********************************************************************
 RL0345  DESIGNATION -  E 123
 RL0345  PID         -  RL0345
 RL0345  STATE/COUNTY-  MI/IRON
 RL0345  USGS QUAD   -  
 RL0345
 RL0345                         *CURRENT SURVEY CONTROL
 RL0345  ___________________________________________________________________
 RL0345* NAD 83(1986)-  46 23 13.     (N)    088 57 12.     (W)     SCALED    
 RL0345* NAVD 88     -       502.019  (meters)    1647.04   (feet)  ADJUSTED  
 RL0345  ___________________________________________________________________
 RL0345  GEOID HEIGHT-         -31.85  (meters)                     GEOID03
 RL0345  DYNAMIC HT  -         502.028 (meters)    1647.07  (feet)  COMP
 RL0345  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 RL0345
 RL0345  VERT ORDER  -  SECOND    CLASS 0
 RL0345
 RL0345.The horizontal coordinates were scaled from a topographic map and have
 RL0345.an estimated accuracy of +/- 6 seconds.
 RL0345
 RL0345.The orthometric height was determined by differential leveling
 RL0345.and adjusted by the National Geodetic Survey in June 1991..
 RL0345
 RL0345.The geoid height was determined by GEOID03.
 RL0345
 RL0345.The dynamic height is computed by dividing the NAVD 88
 RL0345.geopotential number by the normal gravity value computed on the
 RL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0345.degrees latitude (g = 980.6199 gals.).
 RL0345
 RL0345.The modeled gravity was interpolated from observed gravity values.
 RL0345
 RL0345;                    North         East    Units  Estimated Accuracy
 RL0345;SPC MI N     -   180,080.    7,849,780.      MT  (+/- 180 meters Scaled)
 RL0345
 RL0345                          SUPERSEDED SURVEY CONTROL
 RL0345
 RL0345  NGVD 29 (??/??/92)  502.030  (m)         1647.08   (f) ADJ UNCH    2 0
 RL0345
 RL0345.Superseded values are not recommended for survey control.
 RL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0345.See file dsdata.txt to determine how the superseded data were derived.
 RL0345
 RL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS498388(NAD 83)
 RL0345_MARKER: DB = BENCH MARK DISK
 RL0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0345_STAMPING: E 123 1948
 RL0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0345+STABILITY: SURFACE MOTION
 RL0345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0345+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0345
 RL0345  HISTORY     - Date     Condition        Report By
 RL0345  HISTORY     - 1948     MONUMENTED       CGS
 RL0345  HISTORY     - 20040526 GOOD             GEOCAC
 RL0345
 RL0345                          STATION DESCRIPTION
 RL0345
 RL0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0345'8 MI SE FROM CALDERWOOD.
 RL0345'5.9 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 RL0345'ROAD JUNCTION AT CALDERWOOD, THENCE ABOUT 2.05 MILES EAST ALONG
 RL0345'A ROAD LEADING TO FOREST SERVICE ROAD 16, ABOUT 0.45 MILE
 RL0345'SOUTHWEST OF THE JUNCTION OF A ROAD NORTH, AT THE NORTHEAST SIDE
 RL0345'OF THE TRIANGLE FORMED BY THE JUNCTION OF A ROAD SOUTHEAST TO
 RL0345'ROBINSON LAKE, 23 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 RL0345'TRIANGLE, 62 FEET EAST OF THE CENTER LINE OF THE WEST LEG OF
 RL0345'TRIANGLE, 93 FEET EAST AND ACROSS THE ROAD FROM A WHITE WOODEN
 RL0345'POST MARKED P 24 F 34, 14.5 FEET NORTHWEST OF A TRIPLE-TRUNK- MAPLE
 RL0345'TREE, 2.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0345'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0345'PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM KENTON, HOUGHTON
 RL0345'COUNTY BY GOING ABOUT 6.05 MILES SOUTH ALONG FOREST SERVICE
 RL0345'ROAD NO. 16 FROM ITS JUNCTION WITH STATE HIGHWAY 28 AND POST
 RL0345'OFFICE, THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A GRAVEL ROAD.
 RL0345
 RL0345                          STATION RECOVERY (2004)
 RL0345
 RL0345'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0345'DGPS POSITION
 RL0345'NAD 83 -  46 23 13.2(N) - 088 57 11.8(W)GARMIN GPS V
 RL0345' 
 RL0345'ALONG (NAT'T FOREST ROAD) FR 4500, 1 FT SW OF AN EXISTING METAL
 RL0345'WITNESS POST WITH SIGN ATTACHED.
 RL0345' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0276 ***********************************************************************
 RL0276  DESIGNATION -  E 124
 RL0276  PID         -  RL0276
 RL0276  STATE/COUNTY-  MI/IRON
 RL0276  USGS QUAD   -  GIBBS CITY (1975)
 RL0276
 RL0276                         *CURRENT SURVEY CONTROL
 RL0276  ___________________________________________________________________
 RL0276* NAD 83(1986)-  46 08 39.     (N)    088 44 25.     (W)     SCALED    
 RL0276* NAVD 88     -       469.090  (meters)    1539.01   (feet)  ADJUSTED  
 RL0276  ___________________________________________________________________
 RL0276  GEOID HEIGHT-         -31.90  (meters)                     GEOID03
 RL0276  DYNAMIC HT  -         469.094 (meters)    1539.02  (feet)  COMP
 RL0276  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 RL0276
 RL0276  VERT ORDER  -  SECOND    CLASS 0
 RL0276
 RL0276.The horizontal coordinates were scaled from a topographic map and have
 RL0276.an estimated accuracy of +/- 6 seconds.
 RL0276
 RL0276.The orthometric height was determined by differential leveling
 RL0276.and adjusted by the National Geodetic Survey in June 1991..
 RL0276
 RL0276.The geoid height was determined by GEOID03.
 RL0276
 RL0276.The dynamic height is computed by dividing the NAVD 88
 RL0276.geopotential number by the normal gravity value computed on the
 RL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0276.degrees latitude (g = 980.6199 gals.).
 RL0276
 RL0276.The modeled gravity was interpolated from observed gravity values.
 RL0276
 RL0276;                    North         East    Units  Estimated Accuracy
 RL0276;SPC MI N     -   152,720.    7,865,570.      MT  (+/- 180 meters Scaled)
 RL0276
 RL0276                          SUPERSEDED SURVEY CONTROL
 RL0276
 RL0276  NGVD 29 (??/??/92)  469.096  (m)         1539.03   (f) ADJ UNCH    2 0
 RL0276
 RL0276.Superseded values are not recommended for survey control.
 RL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0276.See file dsdata.txt to determine how the superseded data were derived.
 RL0276
 RL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS655115(NAD 83)
 RL0276_MARKER: DB = BENCH MARK DISK
 RL0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0276_STAMPING: E 124 1948
 RL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0276+STABILITY: SURFACE MOTION
 RL0276
 RL0276  HISTORY     - Date     Condition        Report By
 RL0276  HISTORY     - 1948     MONUMENTED       CGS
 RL0276  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0276  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0276
 RL0276                          STATION DESCRIPTION
 RL0276
 RL0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0276'1.4 MI SE FROM BEECHWOOD.
 RL0276'1.35 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0276'FROM THE POST OFFICE AND RAILWAY SIGN AT BEECHWOOD, AT THE
 RL0276'SOUTHEAST END OF A GRAVEL PIT AND AT THE SOUTHEAST DRIVE TO THE
 RL0276'GRAVEL PIT, ABOUT 0.85 MILE SOUTHEAST OF THE CROSSING OF COUNTY
 RL0276'HIGHWAY 436, 26.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 47 FEET
 RL0276'SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO GRAVEL PIT, 101 FEET
 RL0276'NORTH AND ACROSS THE TRACK FROM POLE NO. 285 E7, 96 FEET EAST
 RL0276'AND ACROSS THE TRACK FROM POLE 286, ABOUT 12 YARDS SOUTHEAST
 RL0276'OF THE NORTHWEST END OF A CUT, ABOUT 4 FEET ABOVE THE TRACK
 RL0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0276
 RL0276                          STATION RECOVERY (1997)
 RL0276
 RL0276'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0276'MARK NOT FOUND.
 RL0276
 RL0276                          STATION RECOVERY (2002)
 RL0276
 RL0276'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0464 ***********************************************************************
 RL0464  DESIGNATION -  E 125
 RL0464  PID         -  RL0464
 RL0464  STATE/COUNTY-  MI/IRON
 RL0464  USGS QUAD   -  GAASTRA (1944)
 RL0464
 RL0464                         *CURRENT SURVEY CONTROL
 RL0464  ___________________________________________________________________
 RL0464* NAD 83(1986)-  46 06 22.     (N)    088 32 26.     (W)     SCALED    
 RL0464* NAVD 88     -       511.381  (meters)    1677.76   (feet)  ADJUSTED  
 RL0464  ___________________________________________________________________
 RL0464  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 RL0464  DYNAMIC HT  -         511.387 (meters)    1677.78  (feet)  COMP
 RL0464  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RL0464
 RL0464  VERT ORDER  -  SECOND    CLASS 0
 RL0464
 RL0464.The horizontal coordinates were scaled from a topographic map and have
 RL0464.an estimated accuracy of +/- 6 seconds.
 RL0464
 RL0464.The orthometric height was determined by differential leveling
 RL0464.and adjusted by the National Geodetic Survey in June 1991..
 RL0464
 RL0464.The geoid height was determined by GEOID03.
 RL0464
 RL0464.The dynamic height is computed by dividing the NAVD 88
 RL0464.geopotential number by the normal gravity value computed on the
 RL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0464.degrees latitude (g = 980.6199 gals.).
 RL0464
 RL0464.The modeled gravity was interpolated from observed gravity values.
 RL0464
 RL0464;                    North         East    Units  Estimated Accuracy
 RL0464;SPC MI N     -   148,180.    7,880,910.      MT  (+/- 180 meters Scaled)
 RL0464
 RL0464                          SUPERSEDED SURVEY CONTROL
 RL0464
 RL0464  NGVD 29 (??/??/92)  511.369  (m)         1677.72   (f) ADJ UNCH    2 0
 RL0464
 RL0464.Superseded values are not recommended for survey control.
 RL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0464.See file dsdata.txt to determine how the superseded data were derived.
 RL0464
 RL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS809069(NAD 83)
 RL0464_MARKER: DB = BENCH MARK DISK
 RL0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0464_STAMPING: E 125 1948
 RL0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0464+STABILITY: SURFACE MOTION
 RL0464
 RL0464  HISTORY     - Date     Condition        Report By
 RL0464  HISTORY     - 1948     MONUMENTED       CGS
 RL0464  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0464
 RL0464                          STATION DESCRIPTION
 RL0464
 RL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0464'1.2 MI E FROM MAPLETON.
 RL0464'1.25 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM BATES TOWNSHIP
 RL0464'HALL AT MAPLETON, ABOUT 0.4 MILE WEST OF A NORTH-SOUTH CROSSROAD,
 RL0464'AT THE JUNCTION OF THE OLD AND NEW HIGHWAY 2, 174 FEET SOUTH
 RL0464'OF THE CENTER LINE OF THE NEW HIGHWAY, 38 FEET SOUTHEAST OF
 RL0464'THE CENTER LINE OF THE OLD HIGHWAY, AT THE NORTHEAST END OF A
 RL0464'CUT ALONG OLD HIGHWAY, 23 FEET NORTHEAST OF A 30-INCH MAPLE
 RL0464'TREE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0464'1 FOOT BELOW THE OLD HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0464'POST PROJECTING 4 INCHES.
 RL0464
 RL0464                          STATION RECOVERY (2002)
 RL0464
 RL0464'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0464'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0372 ***********************************************************************
 RL0372  DESIGNATION -  E 126
 RL0372  PID         -  RL0372
 RL0372  STATE/COUNTY-  MI/IRON
 RL0372  USGS QUAD   -  PERCH LAKE (1985)
 RL0372
 RL0372                         *CURRENT SURVEY CONTROL
 RL0372  ___________________________________________________________________
 RL0372* NAD 83(1986)-  46 17 30.     (N)    088 40 08.     (W)     SCALED    
 RL0372* NAVD 88     -       472.603  (meters)    1550.53   (feet)  ADJUSTED  
 RL0372  ___________________________________________________________________
 RL0372  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 RL0372  DYNAMIC HT  -         472.615 (meters)    1550.57  (feet)  COMP
 RL0372  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 RL0372
 RL0372  VERT ORDER  -  SECOND    CLASS 0
 RL0372
 RL0372.The horizontal coordinates were scaled from a topographic map and have
 RL0372.an estimated accuracy of +/- 6 seconds.
 RL0372
 RL0372.The orthometric height was determined by differential leveling
 RL0372.and adjusted by the National Geodetic Survey in June 1991..
 RL0372
 RL0372.The geoid height was determined by GEOID03.
 RL0372
 RL0372.The dynamic height is computed by dividing the NAVD 88
 RL0372.geopotential number by the normal gravity value computed on the
 RL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0372.degrees latitude (g = 980.6199 gals.).
 RL0372
 RL0372.The modeled gravity was interpolated from observed gravity values.
 RL0372
 RL0372;                    North         East    Units  Estimated Accuracy
 RL0372;SPC MI N     -   169,000.    7,871,430.      MT  (+/- 180 meters Scaled)
 RL0372
 RL0372                          SUPERSEDED SURVEY CONTROL
 RL0372
 RL0372  NGVD 29 (??/??/92)  472.604  (m)         1550.54   (f) ADJ UNCH    2 0
 RL0372
 RL0372.Superseded values are not recommended for survey control.
 RL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0372.See file dsdata.txt to determine how the superseded data were derived.
 RL0372
 RL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS714278(NAD 83)
 RL0372_MARKER: DB = BENCH MARK DISK
 RL0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0372_STAMPING: E 126 1948
 RL0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0372+STABILITY: SURFACE MOTION
 RL0372
 RL0372  HISTORY     - Date     Condition        Report By
 RL0372  HISTORY     - 1948     MONUMENTED       CGS
 RL0372  HISTORY     - 19970625 GOOD             USPSQD
 RL0372  HISTORY     - 20040812 MARK NOT FOUND   GEOCAC
 RL0372
 RL0372                          STATION DESCRIPTION
 RL0372
 RL0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0372'5.5 MI N FROM GIBBS CITY.
 RL0372'5.5 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0372'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 0.75 MILE
 RL0372'SOUTHWEST OF THE JUNCTION OF A ROAD NORTHEAST TO PERCH LAKE
 RL0372'LOOKOUT TOWER, ALONG A SHORT NORTH-SOUTH TANGENT IN THE ROAD
 RL0372'AND AT THE JUNCTION OF A TRAIL LEADING EAST, 26 FEET EAST
 RL0372'OF THE CENTER LINE OF THE GRAVEL ROAD, 14 FEET NORTH OF THE
 RL0372'CENTER LINE OF THE TRAIL, 9 FEET WEST OF THE WEST END OF A 4 BY
 RL0372'5 BY 2-FOOT BOULDER, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 RL0372'POST, 1.5 FEET ABOVE THE ROAD ABOUT LEVEL WITH THE TRAIL AND SET
 RL0372'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0372
 RL0372                          STATION RECOVERY (1997)
 RL0372
 RL0372'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0372'RECOVERED IN GOOD CONDITION.
 RL0372
 RL0372                          STATION RECOVERY (2004)
 RL0372
 RL0372'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0372'THERE HAS BEEN RECENT ROAD CONSTRUCTION (GRADE CHANGES AND WIDENING)IN
 RL0372'THE AREA. THE TRAIL EAST WAS DOZED WIDER AND USED TO DISPOSE OF EXCESS
 RL0372'MATERIALS (SPOILS).  THERE IS A NEW CROSS CULVERT AND GRADE FILL AT
 RL0372'THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0310 ***********************************************************************
 RL0310  DESIGNATION -  E 127
 RL0310  PID         -  RL0310
 RL0310  STATE/COUNTY-  MI/IRON
 RL0310  USGS QUAD   -  TUNIS (1985)
 RL0310
 RL0310                         *CURRENT SURVEY CONTROL
 RL0310  ___________________________________________________________________
 RL0310* NAD 83(1986)-  46 23 23.     (N)    088 33 21.     (W)     SCALED    
 RL0310* NAVD 88     -       467.664  (meters)    1534.33   (feet)  ADJUSTED  
 RL0310  ___________________________________________________________________
 RL0310  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 RL0310  DYNAMIC HT  -         467.683 (meters)    1534.39  (feet)  COMP
 RL0310  MODELED GRAV-     980,640.1   (mgal)                       NAVD 88
 RL0310
 RL0310  VERT ORDER  -  SECOND    CLASS 0
 RL0310
 RL0310.The horizontal coordinates were scaled from a topographic map and have
 RL0310.an estimated accuracy of +/- 6 seconds.
 RL0310
 RL0310.The orthometric height was determined by differential leveling
 RL0310.and adjusted by the National Geodetic Survey in June 1991..
 RL0310
 RL0310.The geoid height was determined by GEOID03.
 RL0310
 RL0310.The dynamic height is computed by dividing the NAVD 88
 RL0310.geopotential number by the normal gravity value computed on the
 RL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0310.degrees latitude (g = 980.6199 gals.).
 RL0310
 RL0310.The modeled gravity was interpolated from observed gravity values.
 RL0310
 RL0310;                    North         East    Units  Estimated Accuracy
 RL0310;SPC MI N     -   179,720.    7,880,350.      MT  (+/- 180 meters Scaled)
 RL0310
 RL0310                          SUPERSEDED SURVEY CONTROL
 RL0310
 RL0310  NGVD 29 (??/??/92)  467.656  (m)         1534.30   (f) ADJ UNCH    2 0
 RL0310
 RL0310.Superseded values are not recommended for survey control.
 RL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0310.See file dsdata.txt to determine how the superseded data were derived.
 RL0310
 RL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS803385(NAD 83)
 RL0310_MARKER: DB = BENCH MARK DISK
 RL0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0310_STAMPING: E 127 1948
 RL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0310+STABILITY: SURFACE MOTION
 RL0310
 RL0310  HISTORY     - Date     Condition        Report By
 RL0310  HISTORY     - 1948     MONUMENTED       CGS
 RL0310
 RL0310                          STATION DESCRIPTION
 RL0310
 RL0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0310'1.6 MI NW FROM PARK SIDING.
 RL0310'0.5 MILE NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0310'PACIFIC RAILWAY FROM THE STATION AT PARK SIDING, THENCE ABOUT
 RL0310'1.1 MILES WEST ALONG A LOGGING ROAD LEADING TO CABLE LAKE, AT
 RL0310'THE JUNCTION OF A TRAIL LEADING WEST-NORTHWEST, NEAR THE
 RL0310'HIGHEST POINT OF A CLEARING, 29 FEET SOUTH OF THE CENTER
 RL0310'LINE OF THE ROAD AT THE CENTER OF THE JUNCTION OF THE TRAIL, 2
 RL0310'FEET EAST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP
 RL0310'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0475 ***********************************************************************
 RL0475  DESIGNATION -  E 128
 RL0475  PID         -  RL0475
 RL0475  STATE/COUNTY-  MI/BARAGA
 RL0475  USGS QUAD   -  COVINGTON (1985)
 RL0475
 RL0475                         *CURRENT SURVEY CONTROL
 RL0475  ___________________________________________________________________
 RL0475* NAD 83(1986)-  46 32 41.     (N)    088 33 24.     (W)     SCALED    
 RL0475* NAVD 88     -       472.205  (meters)    1549.23   (feet)  ADJUSTED  
 RL0475  ___________________________________________________________________
 RL0475  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 RL0475  DYNAMIC HT  -         472.218 (meters)    1549.27  (feet)  COMP
 RL0475  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 RL0475
 RL0475  VERT ORDER  -  SECOND    CLASS 0
 RL0475
 RL0475.The horizontal coordinates were scaled from a topographic map and have
 RL0475.an estimated accuracy of +/- 6 seconds.
 RL0475
 RL0475.The orthometric height was determined by differential leveling
 RL0475.and adjusted by the National Geodetic Survey in June 1991..
 RL0475
 RL0475.The geoid height was determined by GEOID03.
 RL0475
 RL0475.The dynamic height is computed by dividing the NAVD 88
 RL0475.geopotential number by the normal gravity value computed on the
 RL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0475.degrees latitude (g = 980.6199 gals.).
 RL0475
 RL0475.The modeled gravity was interpolated from observed gravity values.
 RL0475
 RL0475;                    North         East    Units  Estimated Accuracy
 RL0475;SPC MI N     -   196,940.    7,880,620.      MT  (+/- 180 meters Scaled)
 RL0475
 RL0475                          SUPERSEDED SURVEY CONTROL
 RL0475
 RL0475  NGVD 29 (??/??/92)  472.181  (m)         1549.15   (f) ADJ UNCH    2 0
 RL0475
 RL0475.Superseded values are not recommended for survey control.
 RL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0475.See file dsdata.txt to determine how the superseded data were derived.
 RL0475
 RL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS806557(NAD 83)
 RL0475_MARKER: DB = BENCH MARK DISK
 RL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0475_STAMPING: E 128 1948
 RL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0475+STABILITY: SURFACE MOTION
 RL0475
 RL0475  HISTORY     - Date     Condition        Report By
 RL0475  HISTORY     - 1948     MONUMENTED       CGS
 RL0475  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0475  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0475  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0475
 RL0475                          STATION DESCRIPTION
 RL0475
 RL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0475'1 MI W FROM COVINGTON.
 RL0475'1.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0475'FROM THE STATION AT COVINGTON, AT THE WEST END OF A 10-FOOT
 RL0475'CUT AND AT THE CROSSING OF A PRIVATE ROAD LEADING SOUTH TO A
 RL0475'FARM HOUSE, 22 FEET SOUTH OF THE SOUTH RAIL, 22 FEET EAST OF
 RL0475'THE CENTER LINE OF THE FARM ROAD, 20 FEET NORTH OF THE RIGHT
 RL0475'OF WAY FENCE, 23 FEET NORTHEAST OF A GATE POST, 2 FEET NORTHEAST
 RL0475'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 RL0475'OF THE TRACK AND IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0475'INCHES.
 RL0475
 RL0475                          STATION RECOVERY (1982)
 RL0475
 RL0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0475'MARK NOT FOUND.
 RL0475
 RL0475                          STATION RECOVERY (1985)
 RL0475
 RL0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0475'MARK NOT FOUND.
 RL0475
 RL0475                          STATION RECOVERY (1992)
 RL0475
 RL0475'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0652 ***********************************************************************
 RL0652  DESIGNATION -  E 129
 RL0652  PID         -  RL0652
 RL0652  STATE/COUNTY-  MI/BARAGA
 RL0652  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0652
 RL0652                         *CURRENT SURVEY CONTROL
 RL0652  ___________________________________________________________________
 RL0652* NAD 83(1986)-  46 41 26.     (N)    088 35 23.     (W)     SCALED    
 RL0652* NAVD 88     -       336.585  (meters)    1104.28   (feet)  ADJUSTED  
 RL0652  ___________________________________________________________________
 RL0652  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 RL0652  DYNAMIC HT  -         336.597 (meters)    1104.32  (feet)  COMP
 RL0652  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 RL0652
 RL0652  VERT ORDER  -  SECOND    CLASS 0
 RL0652
 RL0652.The horizontal coordinates were scaled from a topographic map and have
 RL0652.an estimated accuracy of +/- 6 seconds.
 RL0652
 RL0652.The orthometric height was determined by differential leveling
 RL0652.and adjusted by the National Geodetic Survey in June 1991..
 RL0652
 RL0652.The geoid height was determined by GEOID03.
 RL0652
 RL0652.The dynamic height is computed by dividing the NAVD 88
 RL0652.geopotential number by the normal gravity value computed on the
 RL0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0652.degrees latitude (g = 980.6199 gals.).
 RL0652
 RL0652.The modeled gravity was interpolated from observed gravity values.
 RL0652
 RL0652;                    North         East    Units  Estimated Accuracy
 RL0652;SPC MI N     -   213,200.    7,878,410.      MT  (+/- 180 meters Scaled)
 RL0652
 RL0652                          SUPERSEDED SURVEY CONTROL
 RL0652
 RL0652  NGVD 29 (??/??/92)  336.553  (m)         1104.17   (f) ADJ UNCH    2 0
 RL0652
 RL0652.Superseded values are not recommended for survey control.
 RL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0652.See file dsdata.txt to determine how the superseded data were derived.
 RL0652
 RL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784720(NAD 83)
 RL0652_MARKER: DB = BENCH MARK DISK
 RL0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0652_STAMPING: E 129 1948
 RL0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0652+STABILITY: SURFACE MOTION
 RL0652
 RL0652  HISTORY     - Date     Condition        Report By
 RL0652  HISTORY     - 1948     MONUMENTED       CGS
 RL0652
 RL0652                          STATION DESCRIPTION
 RL0652
 RL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0652'7.8 MI SW FROM BARAGA.
 RL0652'7.85 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0652'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0652'BARAGA, 24 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET
 RL0652'EAST-SOUTHEAST OF A TRIANGULAR BLAZED 18-INCH MAPLE TREE, 2 FEET
 RL0652'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0652'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0147 ***********************************************************************
 PL0147  DESIGNATION -  E 13
 PL0147  PID         -  PL0147
 PL0147  STATE/COUNTY-  MI/CRAWFORD
 PL0147  USGS QUAD   -  FREDERIC (1985)
 PL0147
 PL0147                         *CURRENT SURVEY CONTROL
 PL0147  ___________________________________________________________________
 PL0147* NAD 83(1994)-  44 46 35.90377(N)    084 45 16.06976(W)     ADJUSTED  
 PL0147* NAVD 88     -       366.541  (meters)    1202.56   (feet)  ADJUSTED  
 PL0147  ___________________________________________________________________
 PL0147  X           -     414,639.464 (meters)                     COMP
 PL0147  Y           -  -4,516,350.303 (meters)                     COMP
 PL0147  Z           -   4,469,996.383 (meters)                     COMP
 PL0147  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 PL0147  ELLIP HEIGHT-         332.06  (meters)          (07/17/02) GPS OBS
 PL0147  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 PL0147  DYNAMIC HT  -         366.496 (meters)    1202.41  (feet)  COMP
 PL0147  MODELED GRAV-     980,484.8   (mgal)                       NAVD 88
 PL0147  OBS GRAVITY -     980,488.3   (mgal)                       GRAV_OBS
 PL0147
 PL0147  HORZ ORDER  -  FIRST
 PL0147  VERT ORDER  -  FIRST     CLASS II
 PL0147  ELLP ORDER  -  FOURTH    CLASS I
 PL0147
 PL0147.The horizontal coordinates were established by GPS observations
 PL0147.and adjusted by the National Geodetic Survey in February 1997..
 PL0147
 PL0147.The orthometric height was determined by differential leveling
 PL0147.and adjusted by the National Geodetic Survey in June 1991..
 PL0147
 PL0147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0147
 PL0147.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0147
 PL0147.The ellipsoidal height was determined by GPS observations
 PL0147.and is referenced to NAD 83.
 PL0147
 PL0147.The geoid height was determined by GEOID03.
 PL0147
 PL0147.The dynamic height is computed by dividing the NAVD 88
 PL0147.geopotential number by the normal gravity value computed on the
 PL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0147.degrees latitude (g = 980.6199 gals.).
 PL0147
 PL0147.The modeled gravity was interpolated from observed gravity values.
 PL0147.The observed gravity was obtained from relative gravimeter ties
 PL0147.to the IGSN71 gravity network.
 PL0147
 PL0147;                    North         East     Units Scale Factor Converg.
 PL0147;SPC MI C     -   162,305.454 5,969,307.524   MT  0.99991692   -0 16 26.2
 PL0147;SPC MI C     -   532,498.21 19,584,342.27   iFT  0.99991692   -0 16 26.2
 PL0147;UTM  16      - 4,960,591.302   677,669.292   MT  0.99998818   +1 34 55.4
 PL0147
 PL0147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0147!SPC MI C     -   0.99994794  x   0.99991692  =   0.99986486
 PL0147!UTM  16      -   0.99994794  x   0.99998818  =   0.99993612
 PL0147
 PL0147                          SUPERSEDED SURVEY CONTROL
 PL0147
 PL0147  ELLIP H (02/03/97)  332.09   (m)                       GP(       ) 4 1
 PL0147  NAD 83(1986)-  44 46 35.89798(N)    084 45 16.07465(W) AD(       ) 1
 PL0147  NAVD 88 (10/25/93)  366.54   (m)         1202.6    (f) LEVELING    3  
 PL0147  NGVD 29 (??/??/92)  366.637  (m)         1202.87   (f) ADJ UNCH    1 2
 PL0147
 PL0147.Superseded values are not recommended for survey control.
 PL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0147.See file dsdata.txt to determine how the superseded data were derived.
 PL0147
 PL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7766960591(NAD 83)
 PL0147_MARKER: DB = BENCH MARK DISK
 PL0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0147_SP_SET: CONCRETE POST
 PL0147_STAMPING: E 13 1916
 PL0147_MARK LOGO: CGS   
 PL0147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0147+STABILITY: SURFACE MOTION
 PL0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0147+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003
 PL0147
 PL0147  HISTORY     - Date     Condition        Report By
 PL0147  HISTORY     - 1916     MONUMENTED       CGS
 PL0147  HISTORY     - 1950     GOOD             NGS
 PL0147  HISTORY     - 1976     GOOD             NGS
 PL0147  HISTORY     - 19910806 GOOD             NGS
 PL0147  HISTORY     - 20031001 GOOD             JCLS
 PL0147
 PL0147                          STATION DESCRIPTION
 PL0147
 PL0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 PL0147'AT FREDERIC.
 PL0147'AT FREDERIC, CRAWFORD COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 PL0147'600 FEET SOUTH OF A DIRT ROAD CROSSING, 194 FEET SOUTH AND 34
 PL0147'FEET EAST OF THE SOUTHWEST CORNER OF A RAILROAD HAND CAR STORAGE
 PL0147'SHED, 75 FEET SOUTH AND 12 FEET WEST OF THE SOUTH END OF A CONCRETE
 PL0147'CULVERT ON THE WEST SIDE OF THE HIGHWAY, 43.8 FEET EAST OF THE EAST
 PL0147'RAIL, 33 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 11 FEET EAST
 PL0147'AND 3 FEET SOUTH OF A PHONE POLE.  A STANDARD DISK, STAMPED ELEV.
 PL0147'1202.875 FT. E 13 1916 AND SET IN THE TOP OF A CONCRETE POST
 PL0147'PROJECTING 9 INCHES ABOVE GROUND.
 PL0147
 PL0147                          STATION RECOVERY (1976)
 PL0147
 PL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0147'0.2 MILE SOUTH ON OLD HIGHWAY 27 FROM ITS JUNCTION WITH COUNTY ROUTE
 PL0147'612 GOING EAST, 34 FT WEST OF THE CENTER OF THE HIGHWAY, 43.8 FEET
 PL0147'EAST OF THE EAST RAIL OF NEW YORK CENTRAL RAILROAD.
 PL0147
 PL0147                          STATION RECOVERY (1991)
 PL0147
 PL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0147'STATION IS LOCATED IN QUAD. 440844, IN THE TOWN OF FREDERIC.  IT IS IN
 PL0147'SECTION 35, T-28-N, R-4-W, FREDERICK TOWNSHIP ON THE FREDERICK
 PL0147'QUADRANGLE MAP AND ON HIGHWAY RIGHT-OF-WAY.
 PL0147'$
 PL0147'TO REACH FROM THE CAUTION LIGHT IN THE CENTER OF FREDERIC AT THE
 PL0147'JUNCTION OF COUNTY ROAD 612 AND OLD U.S. HIGHWAY 27, GO SOUTH ON OLD
 PL0147'U.S. HIGHWAY 27 FOR 0.15 MI (0.24 KM)  TO MARK ON THE RIGHT AS
 PL0147'DESCRIBED.
 PL0147'$
 PL0147'STATION IS 78.5 FT (23.9 MT) SOUTH OF WESTS END OF A METAL CULVERT
 PL0147'UNDER OLD U.S. HIGHWAY 27, 44.0 FT (13.4 MT) EAST FROM THE EAST RAIL
 PL0147'OF A RAILROAD TRACK, 32.6 FT (9.9 MT) WEST FROM THE CENTER OF OLD
 PL0147'U.S. HIGHWAY 27, AND 1.0 FT (0.3 MT) NORTH AND 1.0 FT (0.3 MT) SOUTH
 PL0147'FROM A WITNESS POST.  MARK IS RECESSED ABOUT 8-INCHES.
 PL0147
 PL0147                          STATION RECOVERY (2003)
 PL0147
 PL0147'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PL0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0850 ***********************************************************************
 RL0850  DESIGNATION -  E 130
 RL0850  PID         -  RL0850
 RL0850  STATE/COUNTY-  MI/ONTONAGON
 RL0850  USGS QUAD   -  
 RL0850
 RL0850                         *CURRENT SURVEY CONTROL
 RL0850  ___________________________________________________________________
 RL0850* NAD 83(1986)-  46 47 38.     (N)    089 21 11.     (W)     SCALED    
 RL0850* NAVD 88     -       238.345  (meters)     781.97   (feet)  ADJUSTED  
 RL0850  ___________________________________________________________________
 RL0850  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 RL0850  DYNAMIC HT  -         238.379 (meters)     782.08  (feet)  COMP
 RL0850  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 RL0850
 RL0850  VERT ORDER  -  SECOND    CLASS 0
 RL0850
 RL0850.The horizontal coordinates were scaled from a topographic map and have
 RL0850.an estimated accuracy of +/- 6 seconds.
 RL0850
 RL0850.The orthometric height was determined by differential leveling
 RL0850.and adjusted by the National Geodetic Survey in June 1991..
 RL0850
 RL0850.The geoid height was determined by GEOID03.
 RL0850
 RL0850.The dynamic height is computed by dividing the NAVD 88
 RL0850.geopotential number by the normal gravity value computed on the
 RL0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0850.degrees latitude (g = 980.6199 gals.).
 RL0850
 RL0850.The modeled gravity was interpolated from observed gravity values.
 RL0850
 RL0850;                    North         East    Units  Estimated Accuracy
 RL0850;SPC MI N     -   226,130.    7,820,390.      MT  (+/- 180 meters Scaled)
 RL0850
 RL0850                          SUPERSEDED SURVEY CONTROL
 RL0850
 RL0850  NGVD 29 (??/??/92)  238.370  (m)          782.05   (f) ADJ UNCH    2 0
 RL0850
 RL0850.Superseded values are not recommended for survey control.
 RL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0850.See file dsdata.txt to determine how the superseded data were derived.
 RL0850
 RL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS204849(NAD 83)
 RL0850_MARKER: DB = BENCH MARK DISK
 RL0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0850_STAMPING: E 130 1948
 RL0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0850+STABILITY: SURFACE MOTION
 RL0850
 RL0850  HISTORY     - Date     Condition        Report By
 RL0850  HISTORY     - 1948     MONUMENTED       CGS
 RL0850  HISTORY     - 1984     GOOD             NGS
 RL0850  HISTORY     - 19960626 GOOD             USPSQD
 RL0850  HISTORY     - 20010615 GOOD             USPSQD
 RL0850  HISTORY     - 20040811 GOOD             USPSQD
 RL0850
 RL0850                          STATION DESCRIPTION
 RL0850
 RL0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0850'6.3 MI SW FROM ONTONAGON.
 RL0850'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL0850'WITH U.S. HIGHWAY 45, AT ONTONAGON, THENCE ABOUT 4.85 MILES
 RL0850'SOUTHWEST ALONG THE MATCHWOOD ROAD, ABOUT 0.2 MILE SOUTH OF A
 RL0850'3-FOOT CONCRETE BRIDGE, ABOUT 0.5 MILE NORTH OF A ROAD WEST,
 RL0850'AT THE INTERSECTION OF AN EAST-WEST CROSSROAD, 33 FEET EAST OF
 RL0850'THE CENTER LINE OF THE MATCHWOOD ROAD, 38 FEET NORTH OF THE
 RL0850'CENTER LINE OF THE CROSS ROAD, 5 FEET EAST OF A FENCE CORNER,
 RL0850'1 FOOT SOUTH OF THE FENCE LINE, 72 FEET NORTH-NORTHWEST OF THE EAST
 RL0850'END OF A 12-INCH PIPE CULVERT, 1 FOOT BELOW THE ROAD AND SET IN THE
 RL0850'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL0850
 RL0850                          STATION RECOVERY (1984)
 RL0850
 RL0850'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (1996)
 RL0850
 RL0850'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (2001)
 RL0850
 RL0850'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0850'RECOVERED IN GOOD CONDITION.
 RL0850
 RL0850                          STATION RECOVERY (2004)
 RL0850
 RL0850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0850'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1365 ***********************************************************************
 RL1365  DESIGNATION -  E 131
 RL1365  PID         -  RL1365
 RL1365  STATE/COUNTY-  MI/ONTONAGON
 RL1365  USGS QUAD   -  BERGLAND NE (1975)
 RL1365
 RL1365                         *CURRENT SURVEY CONTROL
 RL1365  ___________________________________________________________________
 RL1365* NAD 83(1986)-  46 40 49.     (N)    089 33 31.     (W)     SCALED    
 RL1365* NAVD 88     -       436.613  (meters)    1432.45   (feet)  ADJUSTED  
 RL1365  ___________________________________________________________________
 RL1365  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RL1365  DYNAMIC HT  -         436.655 (meters)    1432.59  (feet)  COMP
 RL1365  MODELED GRAV-     980,694.2   (mgal)                       NAVD 88
 RL1365
 RL1365  VERT ORDER  -  SECOND    CLASS 0
 RL1365
 RL1365.The horizontal coordinates were scaled from a topographic map and have
 RL1365.an estimated accuracy of +/- 6 seconds.
 RL1365
 RL1365.The orthometric height was determined by differential leveling
 RL1365.and adjusted by the National Geodetic Survey in June 1991..
 RL1365
 RL1365.The geoid height was determined by GEOID03.
 RL1365
 RL1365.The dynamic height is computed by dividing the NAVD 88
 RL1365.geopotential number by the normal gravity value computed on the
 RL1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1365.degrees latitude (g = 980.6199 gals.).
 RL1365
 RL1365.The modeled gravity was interpolated from observed gravity values.
 RL1365
 RL1365;                    North         East    Units  Estimated Accuracy
 RL1365;SPC MI N     -   214,000.    7,804,290.      MT  (+/- 180 meters Scaled)
 RL1365
 RL1365                          SUPERSEDED SURVEY CONTROL
 RL1365
 RL1365  NGVD 29 (??/??/92)  436.629  (m)         1432.51   (f) ADJ UNCH    2 0
 RL1365
 RL1365.Superseded values are not recommended for survey control.
 RL1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1365.See file dsdata.txt to determine how the superseded data were derived.
 RL1365
 RL1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS043728(NAD 83)
 RL1365_MARKER: DB = BENCH MARK DISK
 RL1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1365_STAMPING: E 131 1948
 RL1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1365+STABILITY: SURFACE MOTION
 RL1365
 RL1365  HISTORY     - Date     Condition        Report By
 RL1365  HISTORY     - 1948     MONUMENTED       CGS
 RL1365  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1365  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1365  HISTORY     - 20000801 MARK NOT FOUND   MIDT
 RL1365  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1365
 RL1365                          STATION DESCRIPTION
 RL1365
 RL1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1365'5.2 MI S FROM WHITE PINE.
 RL1365'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL
 RL1365'AT WHITE PINE, SET IN THE NORTHWEST ANGLE OF A SIDE ROAD LEADING
 RL1365'WEST TO BERGLAND FIRE LOOKOUT TOWER, 71 FEET WEST OF THE CENTER
 RL1365'LINE OF THE HIGHWAY, 20 FEET NORTH OF THE CENTER LINE OF THE
 RL1365'SIDE ROAD, 6 FEET EAST OF A TELEPHONE POLE AND IN LINE WITH
 RL1365'THE ROW OF POLES, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL1365'2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1365'PROJECTING 12 INCHES.
 RL1365
 RL1365                          STATION RECOVERY (1987)
 RL1365
 RL1365'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1365'MARK NOT FOUND.
 RL1365
 RL1365                          STATION RECOVERY (1995)
 RL1365
 RL1365'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1365'MARK NOT FOUND.
 RL1365
 RL1365                          STATION RECOVERY (2000)
 RL1365
 RL1365'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1365'MARK NOT FOUND.
 RL1365
 RL1365                          STATION RECOVERY (2004)
 RL1365
 RL1365'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1365'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1403 ***********************************************************************
 RL1403  DESIGNATION -  E 132
 RL1403  PID         -  RL1403
 RL1403  STATE/COUNTY-  MI/GOGEBIC
 RL1403  USGS QUAD   -  CHANEY LAKE (1982)
 RL1403
 RL1403                         *CURRENT SURVEY CONTROL
 RL1403  ___________________________________________________________________
 RL1403* NAD 83(1986)-  46 30 17.     (N)    089 56 09.     (W)     SCALED    
 RL1403* NAVD 88     -       410.088  (meters)    1345.43   (feet)  ADJUSTED  
 RL1403  ___________________________________________________________________
 RL1403  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RL1403  DYNAMIC HT  -         410.110 (meters)    1345.50  (feet)  COMP
 RL1403  MODELED GRAV-     980,656.8   (mgal)                       NAVD 88
 RL1403
 RL1403  VERT ORDER  -  SECOND    CLASS 0
 RL1403
 RL1403.The horizontal coordinates were scaled from a topographic map and have
 RL1403.an estimated accuracy of +/- 6 seconds.
 RL1403
 RL1403.The orthometric height was determined by differential leveling
 RL1403.and adjusted by the National Geodetic Survey in June 1991..
 RL1403
 RL1403.The geoid height was determined by GEOID03.
 RL1403
 RL1403.The dynamic height is computed by dividing the NAVD 88
 RL1403.geopotential number by the normal gravity value computed on the
 RL1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1403.degrees latitude (g = 980.6199 gals.).
 RL1403
 RL1403.The modeled gravity was interpolated from observed gravity values.
 RL1403
 RL1403;                    North         East    Units  Estimated Accuracy
 RL1403;SPC MI N     -   195,500.    7,774,730.      MT  (+/- 180 meters Scaled)
 RL1403
 RL1403                          SUPERSEDED SURVEY CONTROL
 RL1403
 RL1403  NGVD 29 (??/??/92)  410.101  (m)         1345.47   (f) ADJ UNCH    2 0
 RL1403
 RL1403.Superseded values are not recommended for survey control.
 RL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1403.See file dsdata.txt to determine how the superseded data were derived.
 RL1403
 RL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS747543(NAD 83)
 RL1403_MARKER: DB = BENCH MARK DISK
 RL1403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1403_SP_SET: BRIDGE
 RL1403_STAMPING: E 132 1948
 RL1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1403
 RL1403  HISTORY     - Date     Condition        Report By
 RL1403  HISTORY     - 1948     MONUMENTED       CGS
 RL1403  HISTORY     - 1985     GOOD             NGS
 RL1403  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1403  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RL1403
 RL1403                          STATION DESCRIPTION
 RL1403
 RL1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1403'0.8 MI SW FROM THOMASTON.
 RL1403'ABOUT 0.8 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE TOWNSHIP
 RL1403'HALL AT THOMASTON, ABOUT 0.25 MILE SOUTHWEST OF A 14-FOOT
 RL1403'CONCRETE BRIDGE, SET IN THE TOP OF THE NORTHEAST WING WALL OF
 RL1403'A 24-FOOT CONCRETE BRIDGE OVER A CREEK, 11 FEET EAST OF AND
 RL1403'ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE ROAD.  MARK IS
 RL1403'ABOUT 1.3 MILES EAST ALONG STATE HIGHWAY 28 FROM THE STATE
 RL1403'POLICE HEADQUARTERS AT WAKEFIELD, THENCE ABOUT 1.3 MILES NORTH
 RL1403'ALONG A COUNTY ROAD TO THOMASTON.
 RL1403
 RL1403                          STATION RECOVERY (1985)
 RL1403
 RL1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1403'RECOVERED IN GOOD CONDITION.
 RL1403
 RL1403                          STATION RECOVERY (1988)
 RL1403
 RL1403'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1403'MARK NOT FOUND.
 RL1403
 RL1403                          STATION RECOVERY (2003)
 RL1403
 RL1403'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1403'NOT FOUND.  NOTE-- THE ROAD REFERENCED IN THE 1948 DESCRIPTION IS
 RL1403'THOMASTON ROAD OR COUNTY ROAD 519.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0043 ***********************************************************************
 RM0043  DESIGNATION -  E 133
 RM0043  PID         -  RM0043
 RM0043  STATE/COUNTY-  MI/GOGEBIC
 RM0043  USGS QUAD   -  PINE LAKE (1973)
 RM0043
 RM0043                         *CURRENT SURVEY CONTROL
 RM0043  ___________________________________________________________________
 RM0043* NAD 83(1986)-  46 34 11.     (N)    090 10 35.     (W)     SCALED    
 RM0043* NAVD 88     -       334.336  (meters)    1096.90   (feet)  ADJUSTED  
 RM0043  ___________________________________________________________________
 RM0043  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0043  DYNAMIC HT  -         334.370 (meters)    1097.01  (feet)  COMP
 RM0043  MODELED GRAV-     980,705.0   (mgal)                       NAVD 88
 RM0043
 RM0043  VERT ORDER  -  SECOND    CLASS 0
 RM0043
 RM0043.The horizontal coordinates were scaled from a topographic map and have
 RM0043.an estimated accuracy of +/- 6 seconds.
 RM0043
 RM0043.The orthometric height was determined by differential leveling
 RM0043.and adjusted by the National Geodetic Survey in June 1991..
 RM0043
 RM0043.The geoid height was determined by GEOID03.
 RM0043
 RM0043.The dynamic height is computed by dividing the NAVD 88
 RM0043.geopotential number by the normal gravity value computed on the
 RM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0043.degrees latitude (g = 980.6199 gals.).
 RM0043
 RM0043.The modeled gravity was interpolated from observed gravity values.
 RM0043
 RM0043;                    North         East    Units  Estimated Accuracy
 RM0043;SPC MI N     -   203,430.    7,756,570.      MT  (+/- 180 meters Scaled)
 RM0043
 RM0043                          SUPERSEDED SURVEY CONTROL
 RM0043
 RM0043  NGVD 29 (??/??/92)  334.366  (m)         1097.00   (f) ADJ UNCH    2 0
 RM0043
 RM0043.Superseded values are not recommended for survey control.
 RM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0043.See file dsdata.txt to determine how the superseded data were derived.
 RM0043
 RM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM163612(NAD 83)
 RM0043_MARKER: DB = BENCH MARK DISK
 RM0043_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0043_SP_SET: ABUTMENT
 RM0043_STAMPING: E 133 1948
 RM0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0043
 RM0043  HISTORY     - Date     Condition        Report By
 RM0043  HISTORY     - 1948     MONUMENTED       CGS
 RM0043  HISTORY     - 1987     GOOD             USPSQD
 RM0043  HISTORY     - 19960625 GOOD             USPSQD
 RM0043  HISTORY     - 20020613 GOOD             USPSQD
 RM0043
 RM0043                          STATION DESCRIPTION
 RM0043
 RM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0043'5 MI NW FROM NORTH IRONWOOD.
 RM0043'ABOUT 5.0 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0043'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0043'IRONWOOD, 0.35 MILE NORTH OF A CURVE WITH TANGENTS NORTH AND EAST
 RM0043'AND THE JUNCTION OF A SIDE ROAD SOUTH, SET IN THE TOP OF THE EAST
 RM0043'END OF THE SOUTH ABUTMENT OF A 36-FOOT CONCRETE BRIDGE OVER MUD
 RM0043'CREEK, 23 FEET EAST OF AND 1 FOOT BELOW THE CENTER LINE OF THE
 RM0043'ROAD.
 RM0043
 RM0043                          STATION RECOVERY (1987)
 RM0043
 RM0043'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0043'RECOVERED IN GOOD CONDITION.
 RM0043
 RM0043                          STATION RECOVERY (1996)
 RM0043
 RM0043'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0043'RECOVERED IN GOOD CONDITION.
 RM0043
 RM0043                          STATION RECOVERY (2002)
 RM0043
 RM0043'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1321 ***********************************************************************
 RL1321  DESIGNATION -  E 134
 RL1321  PID         -  RL1321
 RL1321  STATE/COUNTY-  MI/ONTONAGON
 RL1321  USGS QUAD   -  ALDRIDGE CREEK (1981)
 RL1321
 RL1321                         *CURRENT SURVEY CONTROL
 RL1321  ___________________________________________________________________
 RL1321* NAD 83(1986)-  46 37 58.     (N)    089 42 16.     (W)     SCALED    
 RL1321* NAVD 88     -       407.104  (meters)    1335.64   (feet)  ADJUSTED  
 RL1321  ___________________________________________________________________
 RL1321  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RL1321  DYNAMIC HT  -         407.140 (meters)    1335.76  (feet)  COMP
 RL1321  MODELED GRAV-     980,688.3   (mgal)                       NAVD 88
 RL1321
 RL1321  VERT ORDER  -  SECOND    CLASS 0
 RL1321
 RL1321.The horizontal coordinates were scaled from a topographic map and have
 RL1321.an estimated accuracy of +/- 6 seconds.
 RL1321
 RL1321.The orthometric height was determined by differential leveling
 RL1321.and adjusted by the National Geodetic Survey in June 1991..
 RL1321
 RL1321.The geoid height was determined by GEOID03.
 RL1321
 RL1321.The dynamic height is computed by dividing the NAVD 88
 RL1321.geopotential number by the normal gravity value computed on the
 RL1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1321.degrees latitude (g = 980.6199 gals.).
 RL1321
 RL1321.The modeled gravity was interpolated from observed gravity values.
 RL1321
 RL1321;                    North         East    Units  Estimated Accuracy
 RL1321;SPC MI N     -   209,090.    7,792,960.      MT  (+/- 180 meters Scaled)
 RL1321
 RL1321                          SUPERSEDED SURVEY CONTROL
 RL1321
 RL1321  NGVD 29 (??/??/92)  407.119  (m)         1335.69   (f) ADJ UNCH    2 0
 RL1321
 RL1321.Superseded values are not recommended for survey control.
 RL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1321.See file dsdata.txt to determine how the superseded data were derived.
 RL1321
 RL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS929679(NAD 83)
 RL1321_MARKER: DB = BENCH MARK DISK
 RL1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1321_STAMPING: D 134 1948
 RL1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1321+STABILITY: SURFACE MOTION
 RL1321
 RL1321  HISTORY     - Date     Condition        Report By
 RL1321  HISTORY     - 1948     MONUMENTED       CGS
 RL1321  HISTORY     - 1985     GOOD             NGS
 RL1321  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1321
 RL1321                          STATION DESCRIPTION
 RL1321
 RL1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1321'7.3 MI NW FROM MERRIWEATHER.
 RL1321'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1321'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 5.75 MILES NORTH
 RL1321'ALONG A LOGGING ROAD, 0.3 MILE SOUTH OF THE JUNCTION OF A SIDE
 RL1321'ROAD WEST, 0.1 MILE NORTH OF THE JUNCTION OF A LOGGING ROAD WEST,
 RL1321'150 FEET SOUTH OF A DIM LOGGING ROAD LEADING WEST, AT A VERY SMALL
 RL1321'CLEARING AT THE NORTHWEST END OF A CUT, 33 FEET NORTHEAST OF THE
 RL1321'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1321'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP
 RL1321'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1321
 RL1321                          STATION RECOVERY (1985)
 RL1321
 RL1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1321'RECOVERED IN GOOD CONDITION.
 RL1321
 RL1321                          STATION RECOVERY (2001)
 RL1321
 RL1321'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1321'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1342 ***********************************************************************
 RL1342  DESIGNATION -  E 136
 RL1342  PID         -  RL1342
 RL1342  STATE/COUNTY-  MI/ONTONAGON
 RL1342  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1342
 RL1342                         *CURRENT SURVEY CONTROL
 RL1342  ___________________________________________________________________
 RL1342* NAD 83(1986)-  46 45 13.     (N)    089 39 17.     (W)     SCALED    
 RL1342* NAVD 88     -       350.145  (meters)    1148.77   (feet)  ADJUSTED  
 RL1342  ___________________________________________________________________
 RL1342  GEOID HEIGHT-         -30.76  (meters)                     GEOID03
 RL1342  DYNAMIC HT  -         350.185 (meters)    1148.90  (feet)  COMP
 RL1342  MODELED GRAV-     980,715.6   (mgal)                       NAVD 88
 RL1342
 RL1342  VERT ORDER  -  SECOND    CLASS 0
 RL1342
 RL1342.The horizontal coordinates were scaled from a topographic map and have
 RL1342.an estimated accuracy of +/- 6 seconds.
 RL1342
 RL1342.The orthometric height was determined by differential leveling
 RL1342.and adjusted by the National Geodetic Survey in June 1991..
 RL1342
 RL1342.The geoid height was determined by GEOID03.
 RL1342
 RL1342.The dynamic height is computed by dividing the NAVD 88
 RL1342.geopotential number by the normal gravity value computed on the
 RL1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1342.degrees latitude (g = 980.6199 gals.).
 RL1342
 RL1342.The modeled gravity was interpolated from observed gravity values.
 RL1342
 RL1342;                    North         East    Units  Estimated Accuracy
 RL1342;SPC MI N     -   222,380.    7,797,220.      MT  (+/- 180 meters Scaled)
 RL1342
 RL1342                          SUPERSEDED SURVEY CONTROL
 RL1342
 RL1342  NGVD 29 (??/??/92)  350.165  (m)         1148.83   (f) ADJ UNCH    2 0
 RL1342
 RL1342.Superseded values are not recommended for survey control.
 RL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1342.See file dsdata.txt to determine how the superseded data were derived.
 RL1342
 RL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS972812(NAD 83)
 RL1342_MARKER: DB = BENCH MARK DISK
 RL1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1342_STAMPING: E 136 1948
 RL1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1342+STABILITY: SURFACE MOTION
 RL1342
 RL1342  HISTORY     - Date     Condition        Report By
 RL1342  HISTORY     - 1948     MONUMENTED       CGS
 RL1342  HISTORY     - 1976     MARK NOT FOUND   USGS
 RL1342  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1342
 RL1342                          STATION DESCRIPTION
 RL1342
 RL1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1342'9 MI SW FROM SILVER CITY.
 RL1342'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1342'STATE HIGHWAY 64 IN SILVER CITY, THENCE 4.5 MILES SOUTH ALONG THE
 RL1342'NONESUCH MINE ROAD, THENCE 1.9 MILES WEST ALONG AN OLD ROAD LEADING
 RL1342'TO THE OLD WHITE PINE EXTENSION MINE, 0.6 MILE WEST OF A LOGGING
 RL1342'CAMP, 0.3 MILE WEST OF A GROUP OF PAPER COVERED LOGGING CABINS,
 RL1342'AT THE WEST END OF A SHORT EAST-WEST TANGENT IN THE ROAD AND AT THE
 RL1342'WEST END OF A CURVE WITH TANGENTS EAST AND NORTHWEST, 21 FEET SOUTH
 RL1342'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A TRIANGULAR
 RL1342'BLAZED 12-INCH MAPLE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1342'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RL1342'CONCRETE POST PROJECTING ABOUT 3 INCHES.
 RL1342
 RL1342                          STATION RECOVERY (1976)
 RL1342
 RL1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1342'MARK NOT FOUND.
 RL1342
 RL1342                          STATION RECOVERY (2004)
 RL1342
 RL1342'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0873 ***********************************************************************
 RL0873  DESIGNATION -  E 137
 RL0873  PID         -  RL0873
 RL0873  STATE/COUNTY-  MI/ONTONAGON
 RL0873  USGS QUAD   -  OAK BLUFF (1982)
 RL0873
 RL0873                         *CURRENT SURVEY CONTROL
 RL0873  ___________________________________________________________________
 RL0873* NAD 83(1986)-  46 40 40.     (N)    089 21 31.     (W)     SCALED    
 RL0873* NAVD 88     -       365.745  (meters)    1199.95   (feet)  ADJUSTED  
 RL0873  ___________________________________________________________________
 RL0873  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RL0873  DYNAMIC HT  -         365.775 (meters)    1200.05  (feet)  COMP
 RL0873  MODELED GRAV-     980,685.8   (mgal)                       NAVD 88
 RL0873
 RL0873  VERT ORDER  -  SECOND    CLASS 0
 RL0873
 RL0873.The horizontal coordinates were scaled from a topographic map and have
 RL0873.an estimated accuracy of +/- 6 seconds.
 RL0873
 RL0873.The orthometric height was determined by differential leveling
 RL0873.and adjusted by the National Geodetic Survey in June 1991..
 RL0873
 RL0873.The geoid height was determined by GEOID03.
 RL0873
 RL0873.The dynamic height is computed by dividing the NAVD 88
 RL0873.geopotential number by the normal gravity value computed on the
 RL0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0873.degrees latitude (g = 980.6199 gals.).
 RL0873
 RL0873.The modeled gravity was interpolated from observed gravity values.
 RL0873
 RL0873;                    North         East    Units  Estimated Accuracy
 RL0873;SPC MI N     -   213,240.    7,819,580.      MT  (+/- 180 meters Scaled)
 RL0873
 RL0873                          SUPERSEDED SURVEY CONTROL
 RL0873
 RL0873  NGVD 29 (??/??/92)  365.749  (m)         1199.96   (f) ADJ UNCH    2 0
 RL0873
 RL0873.Superseded values are not recommended for survey control.
 RL0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0873.See file dsdata.txt to determine how the superseded data were derived.
 RL0873
 RL0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS196720(NAD 83)
 RL0873_MARKER: DB = BENCH MARK DISK
 RL0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0873_STAMPING: E 137 1948
 RL0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0873+STABILITY: SURFACE MOTION
 RL0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0873+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0873
 RL0873  HISTORY     - Date     Condition        Report By
 RL0873  HISTORY     - 1948     MONUMENTED       CGS
 RL0873  HISTORY     - 20010619 GOOD             USPSQD
 RL0873  HISTORY     - 20040507 GOOD             GEOCAC
 RL0873
 RL0873                          STATION DESCRIPTION
 RL0873
 RL0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0873'11.2 MI SW FROM ROCKLAND.
 RL0873'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0873'ROCKLAND, THENCE 11.0 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0873'0.3 MILE EAST OF THE JUNCTION OF A ROAD SOUTH TO NORWICH LOOKOUT
 RL0873'TOWER, IN THE EAST END OF A SMALL CLEARING AT THE JUNCTION OF
 RL0873'A DIM ROAD SOUTHEAST, 49 FEET SOUTH OF THE CENTER LINE OF THE
 RL0873'MAIN ROAD, 14 FEET NORTHEAST OF THE CENTER LINE OF THE SIDE ROAD,
 RL0873'46 FEET SOUTHEAST OF A 12-INCH TRIANGULAR BLAZED HICKORY TREE,
 RL0873'ABOUT 2 FEET LOWER THAN THE MAIN ROAD AND IN THE TOP OF A
 RL0873'CONCRETE POST PROJECTING 5 INCHES.
 RL0873
 RL0873                          STATION RECOVERY (2001)
 RL0873
 RL0873'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0873'RECOVERED IN GOOD CONDITION.
 RL0873
 RL0873                          STATION RECOVERY (2004)
 RL0873
 RL0873'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0873'NAD 83 -  46 40 39.4 (N) -  089 21 30.2 (W)  HANDHELD DGPS
 RL0873' 
 RL0873'IT IS 0.5 FT EAST OF A MWP + SIGN AND PROJECTING 3-INCH'S ABOVE
 RL0873'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0765 ***********************************************************************
 RL0765  DESIGNATION -  E 138
 RL0765  PID         -  RL0765
 RL0765  STATE/COUNTY-  MI/ONTONAGON
 RL0765  USGS QUAD   -  
 RL0765
 RL0765                         *CURRENT SURVEY CONTROL
 RL0765  ___________________________________________________________________
 RL0765* NAD 83(1986)-  46 30 48.     (N)    089 00 43.     (W)     SCALED    
 RL0765* NAVD 88     -       337.854  (meters)    1108.44   (feet)  ADJUSTED  
 RL0765  ___________________________________________________________________
 RL0765  GEOID HEIGHT-         -32.21  (meters)                     GEOID03
 RL0765  DYNAMIC HT  -         337.863 (meters)    1108.47  (feet)  COMP
 RL0765  MODELED GRAV-     980,633.0   (mgal)                       NAVD 88
 RL0765
 RL0765  VERT ORDER  -  SECOND    CLASS 0
 RL0765
 RL0765.The horizontal coordinates were scaled from a topographic map and have
 RL0765.an estimated accuracy of +/- 6 seconds.
 RL0765
 RL0765.The orthometric height was determined by differential leveling
 RL0765.and adjusted by the National Geodetic Survey in June 1991..
 RL0765
 RL0765.The geoid height was determined by GEOID03.
 RL0765
 RL0765.The dynamic height is computed by dividing the NAVD 88
 RL0765.geopotential number by the normal gravity value computed on the
 RL0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0765.degrees latitude (g = 980.6199 gals.).
 RL0765
 RL0765.The modeled gravity was interpolated from observed gravity values.
 RL0765
 RL0765;                    North         East    Units  Estimated Accuracy
 RL0765;SPC MI N     -   194,240.    7,845,630.      MT  (+/- 180 meters Scaled)
 RL0765
 RL0765                          SUPERSEDED SURVEY CONTROL
 RL0765
 RL0765  NGVD 29 (??/??/92)  337.872  (m)         1108.50   (f) ADJ UNCH    2 0
 RL0765
 RL0765.Superseded values are not recommended for survey control.
 RL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0765.See file dsdata.txt to determine how the superseded data were derived.
 RL0765
 RL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS456530(NAD 83)
 RL0765_MARKER: DB = BENCH MARK DISK
 RL0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0765_STAMPING: E 138 1948
 RL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0765+STABILITY: SURFACE MOTION
 RL0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0765+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2004
 RL0765
 RL0765  HISTORY     - Date     Condition        Report By
 RL0765  HISTORY     - 1948     MONUMENTED       CGS
 RL0765  HISTORY     - 20010615 GOOD             USPSQD
 RL0765  HISTORY     - 20040713 GOOD             GEOCAC
 RL0765  HISTORY     - 20040810 GOOD             USPSQD
 RL0765
 RL0765                          STATION DESCRIPTION
 RL0765
 RL0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0765'2.2 MI N FROM TROUT CREEK.
 RL0765'ABOUT 2.15 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0765'OFFICE AT TROUT CREEK, ABOUT 0.15 MILE SOUTH OF A SMALL BRIDGE
 RL0765'OVER A CREEK, ON THE NORTH SLOPE OF A GRADE DECENDING NORTH
 RL0765'AND NEAR THE TOP OF A HILL, AT THE JUNCTION OF A DRIVE
 RL0765'NORTHWEST OF A FARM HOUSE, 45 FEET WEST OF THE CENTER LINE OF THE
 RL0765'ROAD, 50 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE, 15
 RL0765'FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 20 FEET WEST OF THE
 RL0765'SOUTHWEST END OF A 30-INCH PIPE CULVERT DIAGONALLY UNDER ROAD,
 RL0765'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0765'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0765
 RL0765                          STATION RECOVERY (2001)
 RL0765
 RL0765'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0765'RECOVERED IN GOOD CONDITION.
 RL0765
 RL0765                          STATION RECOVERY (2004)
 RL0765
 RL0765'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0765'NAD 83 -  46 30 48.5 (N) -  089 00 43.9 (W)  HANDHELD DGPS
 RL0765' 
 RL0765'LOCATED AT 12503 GARDNER ROAD.  1 FT SOUTHWEST OF A MWP+SIGN AND
 RL0765'PROJECTING 2-INCH'S.
 RL0765' 
 RL0765
 RL0765                          STATION RECOVERY (2004)
 RL0765
 RL0765'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0750 ***********************************************************************
 RL0750  DESIGNATION -  E 139
 RL0750  PID         -  RL0750
 RL0750  STATE/COUNTY-  MI/ONTONAGON
 RL0750  USGS QUAD   -  
 RL0750
 RL0750                         *CURRENT SURVEY CONTROL
 RL0750  ___________________________________________________________________
 RL0750* NAD 83(1986)-  46 51 18.     (N)    089 06 03.     (W)     SCALED    
 RL0750* NAVD 88     -       250.070  (meters)     820.44   (feet)  ADJUSTED  
 RL0750  ___________________________________________________________________
 RL0750  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 RL0750  DYNAMIC HT  -         250.104 (meters)     820.55  (feet)  COMP
 RL0750  MODELED GRAV-     980,743.0   (mgal)                       NAVD 88
 RL0750
 RL0750  VERT ORDER  -  SECOND    CLASS 0
 RL0750
 RL0750.The horizontal coordinates were scaled from a topographic map and have
 RL0750.an estimated accuracy of +/- 6 seconds.
 RL0750
 RL0750.The orthometric height was determined by differential leveling
 RL0750.and adjusted by the National Geodetic Survey in June 1991..
 RL0750
 RL0750.The geoid height was determined by GEOID03.
 RL0750
 RL0750.The dynamic height is computed by dividing the NAVD 88
 RL0750.geopotential number by the normal gravity value computed on the
 RL0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0750.degrees latitude (g = 980.6199 gals.).
 RL0750
 RL0750.The modeled gravity was interpolated from observed gravity values.
 RL0750
 RL0750;                    North         East    Units  Estimated Accuracy
 RL0750;SPC MI N     -   232,380.    7,839,810.      MT  (+/- 180 meters Scaled)
 RL0750
 RL0750                          SUPERSEDED SURVEY CONTROL
 RL0750
 RL0750  NGVD 29 (??/??/92)  250.093  (m)          820.51   (f) ADJ UNCH    2 0
 RL0750
 RL0750.Superseded values are not recommended for survey control.
 RL0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0750.See file dsdata.txt to determine how the superseded data were derived.
 RL0750
 RL0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS398911(NAD 83)
 RL0750_MARKER: DB = BENCH MARK DISK
 RL0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0750_STAMPING: E 139 1948
 RL0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0750+STABILITY: SURFACE MOTION
 RL0750_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0750+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 RL0750
 RL0750  HISTORY     - Date     Condition        Report By
 RL0750  HISTORY     - 1948     MONUMENTED       CGS
 RL0750  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0750  HISTORY     - 20040718 GOOD             GEOCAC
 RL0750  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0750
 RL0750                          STATION DESCRIPTION
 RL0750
 RL0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0750'5.6 MI N FROM GREENLAND.
 RL0750'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0750'AT GREENLAND, THENCE ABOUT 5.45 MILES NORTH ALONG A GRAVEL ROAD,
 RL0750'ABOUT 0.25 MILE NORTH OF A ROAD NORTHEAST, SET AT A SHARP CURVE
 RL0750'WITH TANGENTS SOUTH AND WEST AND A SIDE ROAD EAST, 35 FEET
 RL0750'EAST OF THE CENTER LINE OF THE ROAD SOUTH, 9 FEET SOUTH OF THE
 RL0750'PROLONGED CENTER LINE OF THE ROAD WEST, 29 FEET SOUTHEAST OF
 RL0750'THE CENTER LINE OF THE ROAD NORTHEAST, 50 FEET EAST OF THE
 RL0750'CENTER OF THE JUNCTION, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL0750'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0750'POST PROJECTING 3 INCHES.
 RL0750
 RL0750                          STATION RECOVERY (1987)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (1996)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (2001)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0750'MARK NOT FOUND.
 RL0750
 RL0750                          STATION RECOVERY (2004)
 RL0750
 RL0750'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0750'NAD 83(1986)-  46 51 18.2 (N) -  089 06 04.5  (W)   HANDHELD DGPS
 RL0750' 
 RL0750'NOTE - ROAD CONSTRUCTION ALONG THIS ROUTE HAS RELOCATED THE CURVE.
 RL0750' 
 RL0750'GREENLAND 5.6 MILES NORTH.
 RL0750'ABOUT 5.0 MILES NORTH ALONG NORTH FIRESTEEL ROAD FROM ITS JUNCTION
 RL0750'WITH M-38 TO THE WEST END OF CURVE AND A DRIVE EAST. THENCE NORTH
 RL0750'ALONG THE OLD ROAD BED AND PRIVATE DRIVE ABOUT 0.1 MILE TO MARK ON
 RL0750'RIGHT AT PRIVATE GATE.
 RL0750'IT IS ABOUT 280 FT NORTHEAST OF THE C/L OF THE ROAD AT THE APPROXIMATE
 RL0750'MID-POINT OF THE CURVE WITH TANGENTS NORTH AND WEST. 1 FT NORTH OF A
 RL0750'METAL WITNESS POST WITH SIGN ATTACHED.
 RL0750' 
 RL0750' 
 RL0750
 RL0750                          STATION RECOVERY (2004)
 RL0750
 RL0750'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0218 ***********************************************************************
 PL0218  DESIGNATION -  E 14
 PL0218  PID         -  PL0218
 PL0218  STATE/COUNTY-  MI/WEXFORD
 PL0218  USGS QUAD   -  
 PL0218
 PL0218                         *CURRENT SURVEY CONTROL
 PL0218  ___________________________________________________________________
 PL0218* NAD 83(1986)-  44 28 34.     (N)    085 25 11.     (W)     SCALED    
 PL0218* NAVD 88     -       303.096  (meters)     994.41   (feet)  ADJUSTED  
 PL0218  ___________________________________________________________________
 PL0218  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 PL0218  DYNAMIC HT  -         303.063 (meters)     994.30  (feet)  COMP
 PL0218  MODELED GRAV-     980,498.3   (mgal)                       NAVD 88
 PL0218
 PL0218  VERT ORDER  -  FIRST     CLASS II
 PL0218
 PL0218.The horizontal coordinates were scaled from a topographic map and have
 PL0218.an estimated accuracy of +/- 6 seconds.
 PL0218
 PL0218.The orthometric height was determined by differential leveling
 PL0218.and adjusted by the National Geodetic Survey in June 1991..
 PL0218
 PL0218.The geoid height was determined by GEOID03.
 PL0218
 PL0218.The dynamic height is computed by dividing the NAVD 88
 PL0218.geopotential number by the normal gravity value computed on the
 PL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0218.degrees latitude (g = 980.6199 gals.).
 PL0218
 PL0218.The modeled gravity was interpolated from observed gravity values.
 PL0218
 PL0218;                    North         East    Units  Estimated Accuracy
 PL0218;SPC MI C     -   129,380.    5,916,220.      MT  (+/- 180 meters Scaled)
 PL0218
 PL0218                          SUPERSEDED SURVEY CONTROL
 PL0218
 PL0218  NGVD 29 (??/??/92)  303.187  (m)          994.71   (f) ADJ UNCH    1 2
 PL0218
 PL0218.Superseded values are not recommended for survey control.
 PL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0218.See file dsdata.txt to determine how the superseded data were derived.
 PL0218
 PL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ256259(NAD 83)
 PL0218_MARKER: DB = BENCH MARK DISK
 PL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0218_STAMPING: E 14
 PL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0218+STABILITY: SURFACE MOTION
 PL0218
 PL0218  HISTORY     - Date     Condition        Report By
 PL0218  HISTORY     - UNK      MONUMENTED       CGS
 PL0218  HISTORY     - 1956     POOR             NGS
 PL0218  HISTORY     - 19960706 POOR             USPSQD
 PL0218
 PL0218                          STATION DESCRIPTION
 PL0218
 PL0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 PL0218'3.7 MI S FROM WALTON JUNCTION.
 PL0218'3.7 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0218'AT WALTON JUNCTION, GRAND TRAVERSE COUNTY, 1.9 MILES SOUTH OF
 PL0218'THE RAILROAD BRIDGE OVER MANISTEE RIVER, AT MILEPOST 349, AND
 PL0218'43.6 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 PL0218'E 14 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 PL0218'ABOVE GROUND.  NOTE-- IT WAS REPORTED IN OCT. 1956 BY U.S.
 PL0218'GEOLOGICAL SURVEY THAT THE POST IS LOOSE IN GROUND.
 PL0218
 PL0218                          STATION RECOVERY (1996)
 PL0218
 PL0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0218'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1219 ***********************************************************************
 RL1219  DESIGNATION -  E 140
 RL1219  PID         -  RL1219
 RL1219  STATE/COUNTY-  MI/GOGEBIC
 RL1219  USGS QUAD   -  WAKEFIELD (1975)
 RL1219
 RL1219                         *CURRENT SURVEY CONTROL
 RL1219  ___________________________________________________________________
 RL1219* NAD 83(1986)-  46 28 01.     (N)    089 54 16.     (W)     SCALED    
 RL1219* NAVD 88     -       477.217  (meters)    1565.67   (feet)  ADJUSTED  
 RL1219  ___________________________________________________________________
 RL1219  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 RL1219  DYNAMIC HT  -         477.231 (meters)    1565.72  (feet)  COMP
 RL1219  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL1219
 RL1219  VERT ORDER  -  SECOND    CLASS 0
 RL1219
 RL1219.The horizontal coordinates were scaled from a topographic map and have
 RL1219.an estimated accuracy of +/- 6 seconds.
 RL1219
 RL1219.The orthometric height was determined by differential leveling
 RL1219.and adjusted by the National Geodetic Survey in June 1991..
 RL1219
 RL1219.The geoid height was determined by GEOID03.
 RL1219
 RL1219.The dynamic height is computed by dividing the NAVD 88
 RL1219.geopotential number by the normal gravity value computed on the
 RL1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1219.degrees latitude (g = 980.6199 gals.).
 RL1219
 RL1219.The modeled gravity was interpolated from observed gravity values.
 RL1219
 RL1219;                    North         East    Units  Estimated Accuracy
 RL1219;SPC MI N     -   191,210.    7,776,980.      MT  (+/- 180 meters Scaled)
 RL1219
 RL1219                          SUPERSEDED SURVEY CONTROL
 RL1219
 RL1219  NGVD 29 (??/??/92)  477.228  (m)         1565.71   (f) ADJ UNCH    2 0
 RL1219
 RL1219.Superseded values are not recommended for survey control.
 RL1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1219.See file dsdata.txt to determine how the superseded data were derived.
 RL1219
 RL1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS770500(NAD 83)
 RL1219_MARKER: DB = BENCH MARK DISK
 RL1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1219_STAMPING: E 140 1948
 RL1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1219+STABILITY: SURFACE MOTION
 RL1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1219+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RL1219
 RL1219  HISTORY     - Date     Condition        Report By
 RL1219  HISTORY     - 1948     MONUMENTED       CGS
 RL1219  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1219  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1219  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1219  HISTORY     - 20000817 GOOD             MIDT
 RL1219  HISTORY     - 20030822 GOOD             USPSQD
 RL1219  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1219
 RL1219                          STATION DESCRIPTION
 RL1219
 RL1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1219'1.8 MI SE FROM WAKEFIELD.
 RL1219'ABOUT 1.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1219'SCHOOL AT WAKEFIELD, AT THE WEST END OF A LONG THRU CUT, 108
 RL1219'FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A ROADSIDE TABLE
 RL1219'IN A GROVE OF TREES, ABOUT 43 YARDS EAST OF A 3-FOOT CONCRETE
 RL1219'PIPE CULVERT WITH CONCRETE HEAD WALLS, 45 FEET NORTH OF THE
 RL1219'CENTER LINE OF THE HIGHWAY, 19.5 FEET SOUTHEAST OF A TRIANGULAR
 RL1219'BLAZED 8-INCH MAPLE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL1219'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL1219'CONCRETE POST PROJECTING 6 INCHES.
 RL1219
 RL1219                          STATION RECOVERY (1985)
 RL1219
 RL1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1219'MARK NOT FOUND.
 RL1219
 RL1219                          STATION RECOVERY (1987)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1219'MARK NOT FOUND.
 RL1219
 RL1219                          STATION RECOVERY (1995)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1219'MARK NOT FOUND.
 RL1219
 RL1219                          STATION RECOVERY (2000)
 RL1219
 RL1219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1219'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 28 AND US-2 IN
 RL1219'WAKEFIELD GO EAST ALONG US-2 3.121 KM TO MARK ON LEFT.  39.5 M EAST OF
 RL1219'CROSS CULVERT, 31.6 M WEST OF CENTER OF DRIVE NORTH TO HOUSE NO. 3001,
 RL1219' 14 M NORTH OF THE CENTERLINE OF US-2, 0.3 M SOUTH OF A CARSONITE
 RL1219'POST, 0.03 M ABOVE GROUND LEVEL AND 0.9 M BELOW LEVEL OF HIGHWAY.
 RL1219
 RL1219                          STATION RECOVERY (2003)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1219'RECOVERED IN GOOD CONDITION.  NOTE-- TREES NORTH OF THE STATION MAY
 RL1219'OBSTRUCT SATELLITE OBSERVATIONS.
 RL1219
 RL1219                          STATION RECOVERY (2004)
 RL1219
 RL1219'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1243 ***********************************************************************
 RL1243  DESIGNATION -  E 141
 RL1243  PID         -  RL1243
 RL1243  STATE/COUNTY-  MI/GOGEBIC
 RL1243  USGS QUAD   -  GOGEBIC (1982)
 RL1243
 RL1243                         *CURRENT SURVEY CONTROL
 RL1243  ___________________________________________________________________
 RL1243* NAD 83(1986)-  46 21 26.     (N)    089 30 30.     (W)     SCALED    
 RL1243* NAVD 88     -       468.831  (meters)    1538.16   (feet)  ADJUSTED  
 RL1243  ___________________________________________________________________
 RL1243  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 RL1243  DYNAMIC HT  -         468.844 (meters)    1538.20  (feet)  COMP
 RL1243  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 RL1243
 RL1243  VERT ORDER  -  SECOND    CLASS 0
 RL1243
 RL1243.The horizontal coordinates were scaled from a topographic map and have
 RL1243.an estimated accuracy of +/- 6 seconds.
 RL1243
 RL1243.The orthometric height was determined by differential leveling
 RL1243.and adjusted by the National Geodetic Survey in June 1991..
 RL1243
 RL1243.The geoid height was determined by GEOID03.
 RL1243
 RL1243.The dynamic height is computed by dividing the NAVD 88
 RL1243.geopotential number by the normal gravity value computed on the
 RL1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1243.degrees latitude (g = 980.6199 gals.).
 RL1243
 RL1243.The modeled gravity was interpolated from observed gravity values.
 RL1243
 RL1243;                    North         East    Units  Estimated Accuracy
 RL1243;SPC MI N     -   177,980.    7,807,000.      MT  (+/- 180 meters Scaled)
 RL1243
 RL1243                          SUPERSEDED SURVEY CONTROL
 RL1243
 RL1243  NGVD 29 (??/??/92)  468.846  (m)         1538.21   (f) ADJ UNCH    2 0
 RL1243
 RL1243.Superseded values are not recommended for survey control.
 RL1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1243.See file dsdata.txt to determine how the superseded data were derived.
 RL1243
 RL1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS070367(NAD 83)
 RL1243_MARKER: DB = BENCH MARK DISK
 RL1243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1243_STAMPING: E 141 1948
 RL1243_MARK LOGO: CGS   
 RL1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1243+STABILITY: SURFACE MOTION
 RL1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1243+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1998
 RL1243
 RL1243  HISTORY     - Date     Condition        Report By
 RL1243  HISTORY     - 1948     MONUMENTED       CGS
 RL1243  HISTORY     - 1963     GOOD             LPCO
 RL1243  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1243  HISTORY     - 1987     GOOD             USPSQD
 RL1243  HISTORY     - 19950830 GOOD             MIDT
 RL1243  HISTORY     - 19950830 GOOD             MIDT
 RL1243  HISTORY     - 19980428 GOOD             MIDT
 RL1243
 RL1243                          STATION DESCRIPTION
 RL1243
 RL1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1243'10.2 MI E FROM MARENISCO.
 RL1243'ABOUT 0.65 MILES NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1243'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1243'9.5 MILES EAST ALONG U.S. HIGHWAY 2, NEAR THE WEST END OF
 RL1243'A CURVE WEST AND SOUTHEAST, AT THE JUNCTION OF OLD STATE ROAD
 RL1243'TO LAKE GOGEBIC LEADING NORTH, 415 FEET WEST-NORTHWEST OF THE
 RL1243'JUNCTION OF A ROAD SOUTHEAST, 117 FEET NORTH OF THE CENTER
 RL1243'LINE OF THE HIGHWAY, 92 FEET SOUTH OF THE SOUTHEAST CORNER OF
 RL1243'THE PORCH TO A HOUSE, 25 FEET WEST OF THE CENTER LINE OF THE
 RL1243'ROAD NORTH, 6 FEET SOUTHEAST OF A LONE 4-INCH ASPEN TREE,
 RL1243'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE
 RL1243'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL1243'INCHES.
 RL1243
 RL1243                          STATION RECOVERY (1963)
 RL1243
 RL1243'RECOVERY NOTE BY LAKEHEAD PIPELINE COMPANY 1963
 RL1243'RECOVERED IN GOOD CONDITION.
 RL1243
 RL1243                          STATION RECOVERY (1978)
 RL1243
 RL1243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1243'MARK NOT FOUND.
 RL1243
 RL1243                          STATION RECOVERY (1987)
 RL1243
 RL1243'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1243'RECOVERED IN GOOD CONDITION.
 RL1243
 RL1243                          STATION RECOVERY (1995)
 RL1243
 RL1243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1243'RECOVERED AS DESCRIBED.
 RL1243
 RL1243                          STATION RECOVERY (1995)
 RL1243
 RL1243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL1243'STATION IS IN QUAD 460893.  IT IS ABOUT 9.5 MI (15.3 KM) EAST OF
 RL1243'MARENISCO, ALONG US HIGHWAY 2 AT GOGEBIC STATION. TO REACH FROM THE
 RL1243'JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY M-64 (SOUTH) AT MARENISCO
 RL1243'FOLLOW US HIGHWAY 2 EAST FOR 9.5 MILES (15.3 KM) TO A GRAVEL ROAD
 RL1243'NORTH (STAGECOACH ROAD) AND THE STATION ON THE LEFT IN THE NORTHWEST
 RL1243'QUADRANT OF THE INTERSECTION WITH STAGECOACH ROAD. STATION IS 117.0 FT
 RL1243'(35.7 M) NORTH OF THE CENTERLINE OF US HIGHWAY 2, 92.0 FT (28.0 M)
 RL1243'SOUTH OF THE SOUTHEAST CORNER OF THE PORCH TO A HOUSE, 25.0 FT (7.6 M)
 RL1243'WEST OF THE CENTERLINE OF STAGECOACH ROAD, 1.5 FT (0.5 M) WEST OF A
 RL1243'12-INCH BALSAM TREE, AND 0.5 FT (15.2 CM) EAST OF A CARSONITE WITNESS
 RL1243'POST.  IT IS ABOUT 3.0 FT (0.9 M) ABOVE THE HIGHWAY AND SET FLUSH WITH
 RL1243'THE GROUND.
 RL1243
 RL1243                          STATION RECOVERY (1998)
 RL1243
 RL1243'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1045 ***********************************************************************
 RL1045  DESIGNATION -  E 142
 RL1045  PID         -  RL1045
 RL1045  STATE/COUNTY-  MI/GOGEBIC
 RL1045  USGS QUAD   -  STORMY LAKE (1982)
 RL1045
 RL1045                         *CURRENT SURVEY CONTROL
 RL1045  ___________________________________________________________________
 RL1045* NAD 83(1986)-  46 18 22.     (N)    089 17 22.     (W)     SCALED    
 RL1045* NAVD 88     -       494.925  (meters)    1623.77   (feet)  ADJUSTED  
 RL1045  ___________________________________________________________________
 RL1045  GEOID HEIGHT-         -31.22  (meters)                     GEOID03
 RL1045  DYNAMIC HT  -         494.933 (meters)    1623.79  (feet)  COMP
 RL1045  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 RL1045
 RL1045  VERT ORDER  -  SECOND    CLASS 0
 RL1045
 RL1045.The horizontal coordinates were scaled from a topographic map and have
 RL1045.an estimated accuracy of +/- 6 seconds.
 RL1045
 RL1045.The orthometric height was determined by differential leveling
 RL1045.and adjusted by the National Geodetic Survey in June 1991..
 RL1045
 RL1045.The geoid height was determined by GEOID03.
 RL1045
 RL1045.The dynamic height is computed by dividing the NAVD 88
 RL1045.geopotential number by the normal gravity value computed on the
 RL1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1045.degrees latitude (g = 980.6199 gals.).
 RL1045
 RL1045.The modeled gravity was interpolated from observed gravity values.
 RL1045
 RL1045;                    North         East    Units  Estimated Accuracy
 RL1045;SPC MI N     -   171,790.    7,823,670.      MT  (+/- 180 meters Scaled)
 RL1045
 RL1045                          SUPERSEDED SURVEY CONTROL
 RL1045
 RL1045  NGVD 29 (??/??/92)  494.941  (m)         1623.82   (f) ADJ UNCH    2 0
 RL1045
 RL1045.Superseded values are not recommended for survey control.
 RL1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1045.See file dsdata.txt to determine how the superseded data were derived.
 RL1045
 RL1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS237306(NAD 83)
 RL1045_MARKER: DB = BENCH MARK DISK
 RL1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1045_STAMPING: E 142 1948
 RL1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1045+STABILITY: SURFACE MOTION
 RL1045
 RL1045  HISTORY     - Date     Condition        Report By
 RL1045  HISTORY     - 1948     MONUMENTED       CGS
 RL1045
 RL1045                          STATION DESCRIPTION
 RL1045
 RL1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1045'9.5 MI NW FROM WATERSMEET.
 RL1045'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1045'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1045'THENCE ABOUT 3.2 MILES NORTH ALONG A DIM ROAD AND GRASS TRAIL
 RL1045'(WOLF LAKE ROAD), ABOUT 1.3 MILES NORTH OF THE ROAD EAST TO
 RL1045'JOYCE LAKE, AT A DIM ROAD WEST TO AN OLD LOGGING CAMP, 19 FEET
 RL1045'NORTH OF THE CENTER LINE OF THE OLD LOGGING ROAD WEST, 18 FEET
 RL1045'WEST OF THE CENTER LINE OF THE ROD, 2 FEET NORTH OF A WHITE
 RL1045'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 RL1045'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1106 ***********************************************************************
 RL1106  DESIGNATION -  E 143
 RL1106  PID         -  RL1106
 RL1106  STATE/COUNTY-  MI/ONTONAGON
 RL1106  USGS QUAD   -  
 RL1106
 RL1106                         *CURRENT SURVEY CONTROL
 RL1106  ___________________________________________________________________
 RL1106* NAD 83(1986)-  46 24 17.     (N)    089 14 53.     (W)     SCALED    
 RL1106* NAVD 88     -       385.729  (meters)    1265.51   (feet)  ADJUSTED  
 RL1106  ___________________________________________________________________
 RL1106  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 RL1106  DYNAMIC HT  -         385.744 (meters)    1265.56  (feet)  COMP
 RL1106  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 RL1106
 RL1106  VERT ORDER  -  SECOND    CLASS 0
 RL1106
 RL1106.The horizontal coordinates were scaled from a topographic map and have
 RL1106.an estimated accuracy of +/- 6 seconds.
 RL1106
 RL1106.The orthometric height was determined by differential leveling
 RL1106.and adjusted by the National Geodetic Survey in June 1991..
 RL1106
 RL1106.The geoid height was determined by GEOID03.
 RL1106
 RL1106.The dynamic height is computed by dividing the NAVD 88
 RL1106.geopotential number by the normal gravity value computed on the
 RL1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1106.degrees latitude (g = 980.6199 gals.).
 RL1106
 RL1106.The modeled gravity was interpolated from observed gravity values.
 RL1106
 RL1106;                    North         East    Units  Estimated Accuracy
 RL1106;SPC MI N     -   182,660.    7,827,170.      MT  (+/- 180 meters Scaled)
 RL1106
 RL1106                          SUPERSEDED SURVEY CONTROL
 RL1106
 RL1106  NGVD 29 (??/??/92)  385.754  (m)         1265.59   (f) ADJ UNCH    2 0
 RL1106
 RL1106.Superseded values are not recommended for survey control.
 RL1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1106.See file dsdata.txt to determine how the superseded data were derived.
 RL1106
 RL1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS272414(NAD 83)
 RL1106_MARKER: DB = BENCH MARK DISK
 RL1106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1106_STAMPING: E 143 1948
 RL1106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1106+STABILITY: SURFACE MOTION
 RL1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1106+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RL1106
 RL1106  HISTORY     - Date     Condition        Report By
 RL1106  HISTORY     - 1948     MONUMENTED       CGS
 RL1106  HISTORY     - 20010617 GOOD             USPSQD
 RL1106  HISTORY     - 20040816 GOOD             GEOCAC
 RL1106
 RL1106                          STATION DESCRIPTION
 RL1106
 RL1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1106'3.8 MI W FROM PAULDING.
 RL1106'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1106'AT PAULDING, THENCE ABOUT 3.55 MILES SOUTHWEST ALONG A GRAVEL
 RL1106'ROAD, ABOUT 0.35 MILE WEST OF A CROSS ROAD, ABOUT 0.6 MILE EAST
 RL1106'OF A ROAD NORTH, ABOUT 0.25 MILE EAST OF A WOODEN BRIDGE OVER A
 RL1106'CREEK, 87 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHEAST
 RL1106'CORNER OF A HOUSE, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RL1106'8 FEET EAST OF A 5-INCH FIR TREE, 24 FEET WEST OF A TRIANGULAR
 RL1106'BLAZED 9-INCH ASPEN TREE, 4 1/2 FEET WEST OF A WHITE WOODEN
 RL1106'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1106'CONCRETE POST PROJECTING 6 INCHES.
 RL1106
 RL1106                          STATION RECOVERY (2001)
 RL1106
 RL1106'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1106'RECOVERED IN GOOD CONDITION.
 RL1106
 RL1106                          STATION RECOVERY (2004)
 RL1106
 RL1106'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1106'NAD 83 -  46 24 17.8 (N) -   089 14 52.3 (W) HANDHELD DGPS
 RL1106' 
 RL1106'LOCATED ALONG SLEEPY HOLLOW ROAD.  87 FT SOUTH AND ACROSS THE ROAD
 RL1106'FROM THE SOUTHEAST CORNER OF A HOUSE NO. 18312 SLEEPY HOLLOW RD AND
 RL1106'ABOUT LEVEL WITH THE ROAD.
 RL1106' 
 RL1106' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1051 ***********************************************************************
 RL1051  DESIGNATION -  E 144
 RL1051  PID         -  RL1051
 RL1051  STATE/COUNTY-  MI/ONTONAGON
 RL1051  USGS QUAD   -  
 RL1051
 RL1051                         *CURRENT SURVEY CONTROL
 RL1051  ___________________________________________________________________
 RL1051* NAD 83(1986)-  46 22 58.     (N)    089 17 09.     (W)     SCALED    
 RL1051* NAVD 88     -       434.139  (meters)    1424.34   (feet)  ADJUSTED  
 RL1051  ___________________________________________________________________
 RL1051  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 RL1051  DYNAMIC HT  -         434.154 (meters)    1424.39  (feet)  COMP
 RL1051  MODELED GRAV-     980,636.2   (mgal)                       NAVD 88
 RL1051
 RL1051  VERT ORDER  -  SECOND    CLASS 0
 RL1051
 RL1051.The horizontal coordinates were scaled from a topographic map and have
 RL1051.an estimated accuracy of +/- 6 seconds.
 RL1051
 RL1051.The orthometric height was determined by differential leveling
 RL1051.and adjusted by the National Geodetic Survey in June 1991..
 RL1051
 RL1051.The geoid height was determined by GEOID03.
 RL1051
 RL1051.The dynamic height is computed by dividing the NAVD 88
 RL1051.geopotential number by the normal gravity value computed on the
 RL1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1051.degrees latitude (g = 980.6199 gals.).
 RL1051
 RL1051.The modeled gravity was interpolated from observed gravity values.
 RL1051
 RL1051;                    North         East    Units  Estimated Accuracy
 RL1051;SPC MI N     -   180,300.    7,824,200.      MT  (+/- 180 meters Scaled)
 RL1051
 RL1051                          SUPERSEDED SURVEY CONTROL
 RL1051
 RL1051  NGVD 29 (??/??/92)  434.162  (m)         1424.41   (f) ADJ UNCH    2 0
 RL1051
 RL1051.Superseded values are not recommended for survey control.
 RL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1051.See file dsdata.txt to determine how the superseded data were derived.
 RL1051
 RL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS242391(NAD 83)
 RL1051_MARKER: DB = BENCH MARK DISK
 RL1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1051_STAMPING: E 144 1948
 RL1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1051+STABILITY: SURFACE MOTION
 RL1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1051+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1051
 RL1051  HISTORY     - Date     Condition        Report By
 RL1051  HISTORY     - 1948     MONUMENTED       CGS
 RL1051  HISTORY     - 20010617 GOOD             USPSQD
 RL1051  HISTORY     - 20040925 GOOD             GEOCAC
 RL1051
 RL1051                          STATION DESCRIPTION
 RL1051
 RL1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1051'7 MI SW FROM PAULDING.
 RL1051'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1051'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1051'ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD LEADING
 RL1051'TO COUNTY LINE LAKE, ABOUT 75 YARDS NORTH OF A CURVE NORTH
 RL1051'AND SOUTHWEST, 42 FEET EAST AND ACROSS THE ROAD FROM A TRIANGULAR
 RL1051'BLAZED 30-INCH BIRCH TREE, 4 1/2 FEET NORTH OF A TRIANGULAR
 RL1051'BLAZED 6-INCH ELM TREE, 24 FEET EAST OF THE CENTER LINE OF
 RL1051'THE ROAD, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL1051'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1051'PROJECTING 6 INCHES.
 RL1051
 RL1051                          STATION RECOVERY (2001)
 RL1051
 RL1051'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1051'RECOVERED IN GOOD CONDITION.
 RL1051
 RL1051                          STATION RECOVERY (2004)
 RL1051
 RL1051'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1051'NAD 83 -  46 22 57.3 (N) -  089 17 08.6 (W)  HANDHELD DGPS
 RL1051' 
 RL1051' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1251 ***********************************************************************
 RL1251  DESIGNATION -  E 145
 RL1251  PID         -  RL1251
 RL1251  STATE/COUNTY-  MI/GOGEBIC
 RL1251  USGS QUAD   -  WAKEFIELD (1975)
 RL1251
 RL1251                         *CURRENT SURVEY CONTROL
 RL1251  ___________________________________________________________________
 RL1251* NAD 83(1986)-  46 23 27.     (N)    089 56 40.     (W)     SCALED    
 RL1251* NAVD 88     -       482.561  (meters)    1583.20   (feet)  ADJUSTED  
 RL1251  ___________________________________________________________________
 RL1251  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 RL1251  DYNAMIC HT  -         482.558 (meters)    1583.19  (feet)  COMP
 RL1251  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 RL1251
 RL1251  VERT ORDER  -  SECOND    CLASS 0
 RL1251
 RL1251.The horizontal coordinates were scaled from a topographic map and have
 RL1251.an estimated accuracy of +/- 6 seconds.
 RL1251
 RL1251.The orthometric height was determined by differential leveling
 RL1251.and adjusted by the National Geodetic Survey in June 1991..
 RL1251
 RL1251.The geoid height was determined by GEOID03.
 RL1251
 RL1251.The dynamic height is computed by dividing the NAVD 88
 RL1251.geopotential number by the normal gravity value computed on the
 RL1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1251.degrees latitude (g = 980.6199 gals.).
 RL1251
 RL1251.The modeled gravity was interpolated from observed gravity values.
 RL1251
 RL1251;                    North         East    Units  Estimated Accuracy
 RL1251;SPC MI N     -   182,870.    7,773,600.      MT  (+/- 180 meters Scaled)
 RL1251
 RL1251                          SUPERSEDED SURVEY CONTROL
 RL1251
 RL1251  NGVD 29 (??/??/92)  482.553  (m)         1583.18   (f) ADJ UNCH    2 0
 RL1251
 RL1251.Superseded values are not recommended for survey control.
 RL1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1251.See file dsdata.txt to determine how the superseded data were derived.
 RL1251
 RL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS736416(NAD 83)
 RL1251_MARKER: DB = BENCH MARK DISK
 RL1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1251_STAMPING: E 145 1948
 RL1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1251+STABILITY: SURFACE MOTION
 RL1251
 RL1251  HISTORY     - Date     Condition        Report By
 RL1251  HISTORY     - 1948     MONUMENTED       CGS
 RL1251  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1251  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1251  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1251  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1251
 RL1251                          STATION DESCRIPTION
 RL1251
 RL1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1251'5.9 MI S FROM WAKEFIELD.
 RL1251'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1251'HALL AT WAKEFIELD, THENCE ABOUT 5.3 MILES SOUTH ALONG CHANEY
 RL1251'LAKE ROAD, AT A DIM TRAIL LEADING WEST, 45 FEET WEST OF THE
 RL1251'CENTER LINE OF THE ROAD, 17 FEET NORTH OF THE CENTER LINE
 RL1251'OF THE TRAIL, 25 FEET SOUTHEAST OF A TRIANGULAR BLAZED 20-INCH
 RL1251'BIRCH TREE, 48 FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION,
 RL1251'4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1251'PROJECTING 6 INCHES.
 RL1251
 RL1251                          STATION RECOVERY (1985)
 RL1251
 RL1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1251'MARK NOT FOUND.
 RL1251
 RL1251                          STATION RECOVERY (1988)
 RL1251
 RL1251'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1251'MARK NOT FOUND.
 RL1251
 RL1251                          STATION RECOVERY (1996)
 RL1251
 RL1251'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1251'MARK NOT FOUND.
 RL1251
 RL1251                          STATION RECOVERY (2004)
 RL1251
 RL1251'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1167 ***********************************************************************
 RL1167  DESIGNATION -  E 146
 RL1167  PID         -  RL1167
 RL1167  STATE/COUNTY-  MI/GOGEBIC
 RL1167  USGS QUAD   -  GOGEBIC (1982)
 RL1167
 RL1167                         *CURRENT SURVEY CONTROL
 RL1167  ___________________________________________________________________
 RL1167* NAD 83(1986)-  46 20 45.     (N)    089 30 03.     (W)     SCALED    
 RL1167* NAVD 88     -       479.154  (meters)    1572.02   (feet)  ADJUSTED  
 RL1167  ___________________________________________________________________
 RL1167  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1167  DYNAMIC HT  -         479.167 (meters)    1572.07  (feet)  COMP
 RL1167  MODELED GRAV-     980,625.6   (mgal)                       NAVD 88
 RL1167
 RL1167  VERT ORDER  -  SECOND    CLASS 0
 RL1167
 RL1167.The horizontal coordinates were scaled from a topographic map and have
 RL1167.an estimated accuracy of +/- 6 seconds.
 RL1167
 RL1167.The orthometric height was determined by differential leveling
 RL1167.and adjusted by the National Geodetic Survey in June 1991..
 RL1167
 RL1167.The geoid height was determined by GEOID03.
 RL1167
 RL1167.The dynamic height is computed by dividing the NAVD 88
 RL1167.geopotential number by the normal gravity value computed on the
 RL1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1167.degrees latitude (g = 980.6199 gals.).
 RL1167
 RL1167.The modeled gravity was interpolated from observed gravity values.
 RL1167
 RL1167;                    North         East    Units  Estimated Accuracy
 RL1167;SPC MI N     -   176,700.    7,807,540.      MT  (+/- 180 meters Scaled)
 RL1167
 RL1167                          SUPERSEDED SURVEY CONTROL
 RL1167
 RL1167  NGVD 29 (??/??/92)  479.170  (m)         1572.08   (f) ADJ UNCH    2 0
 RL1167
 RL1167.Superseded values are not recommended for survey control.
 RL1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1167.See file dsdata.txt to determine how the superseded data were derived.
 RL1167
 RL1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS075355(NAD 83)
 RL1167_MARKER: DB = BENCH MARK DISK
 RL1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1167_STAMPING: E 146 1948
 RL1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1167+STABILITY: SURFACE MOTION
 RL1167
 RL1167  HISTORY     - Date     Condition        Report By
 RL1167  HISTORY     - 1948     MONUMENTED       CGS
 RL1167  HISTORY     - 1971     POOR             MI-053
 RL1167
 RL1167                          STATION DESCRIPTION
 RL1167
 RL1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1167'0.5 MI S FROM GOGEBIC STATION.
 RL1167'ABOUT 0.5 MILE SOUTH ALONG A FIRE TRAIL FROM ITS CROSSING WITH
 RL1167'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, 20 FEET
 RL1167'WEST OF THE CENTER LINE OF THE TRAIL, 5 FEET NORTHWEST OF A
 RL1167'SURFACE BOULDER 4 1/2 BY 3 1/2 FEET AND PROTRUDING 1 1/2-FEET,
 RL1167'10 FEET NORTHEAST OF A TRIANGULAR BLAZED 6-INCH ELM TREE,
 RL1167'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 RL1167'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1167'NOTE-- A GAS LINE WAS PLACED NEAR THIS MARK FOUR OR FIVE YEARS
 RL1167'AGO.  MONUMENT STILL IN GROUND BUT IS NOT LEVEL.
 RL1167
 RL1167                          STATION RECOVERY (1971)
 RL1167
 RL1167'RECOVERY NOTE BY GOGEBIC COUNTY MICHIGAN 1971
 RL1167'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0705 ***********************************************************************
 RL0705  DESIGNATION -  E 147
 RL0705  PID         -  RL0705
 RL0705  STATE/COUNTY-  MI/ONTONAGON
 RL0705  USGS QUAD   -  
 RL0705
 RL0705                         *CURRENT SURVEY CONTROL
 RL0705  ___________________________________________________________________
 RL0705* NAD 83(1986)-  46 32 18.     (N)    089 18 55.     (W)     SCALED    
 RL0705* NAVD 88     -       368.380  (meters)    1208.59   (feet)  ADJUSTED  
 RL0705  ___________________________________________________________________
 RL0705  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL0705  DYNAMIC HT  -         368.393 (meters)    1208.64  (feet)  COMP
 RL0705  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RL0705
 RL0705  VERT ORDER  -  FIRST     CLASS II
 RL0705
 RL0705.The horizontal coordinates were scaled from a topographic map and have
 RL0705.an estimated accuracy of +/- 6 seconds.
 RL0705
 RL0705.The orthometric height was determined by differential leveling
 RL0705.and adjusted by the National Geodetic Survey in June 1991..
 RL0705.WARNING-Repeat measurements at this control monument indicate possible
 RL0705.vertical movement.
 RL0705
 RL0705.The geoid height was determined by GEOID03.
 RL0705
 RL0705.The dynamic height is computed by dividing the NAVD 88
 RL0705.geopotential number by the normal gravity value computed on the
 RL0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0705.degrees latitude (g = 980.6199 gals.).
 RL0705
 RL0705.The modeled gravity was interpolated from observed gravity values.
 RL0705
 RL0705;                    North         East    Units  Estimated Accuracy
 RL0705;SPC MI N     -   197,650.    7,822,440.      MT  (+/- 180 meters Scaled)
 RL0705
 RL0705                          SUPERSEDED SURVEY CONTROL
 RL0705
 RL0705  NGVD 29 (??/??/92)  368.398  (m)         1208.65   (f) ADJ UNCH    1 2
 RL0705
 RL0705.Superseded values are not recommended for survey control.
 RL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0705.See file dsdata.txt to determine how the superseded data were derived.
 RL0705
 RL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS224564(NAD 83)
 RL0705_MARKER: DB = BENCH MARK DISK
 RL0705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0705_STAMPING: E 147 1948
 RL0705_MARK LOGO: CGS   
 RL0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0705+STABILITY: SURFACE MOTION
 RL0705
 RL0705  HISTORY     - Date     Condition        Report By
 RL0705  HISTORY     - 1948     MONUMENTED       CGS
 RL0705  HISTORY     - 1985     GOOD             NGS
 RL0705  HISTORY     - 1987     GOOD             USPSQD
 RL0705  HISTORY     - 19960626 GOOD             USPSQD
 RL0705  HISTORY     - 20010615 GOOD             USPSQD
 RL0705  HISTORY     - 20040809 GOOD             USPSQD
 RL0705
 RL0705                          STATION DESCRIPTION
 RL0705
 RL0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0705'1.6 MI W FROM EWEN.
 RL0705'ABOUT 1.6 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0705'RAILWAY FROM THE STATION AT EWEN, SET IN THE TOP OF THE WEST END
 RL0705'OF THE SOUTH HEAD WALL OF A 24-FOOT CONCRETE BRIDGE ON STATE
 RL0705'HIGHWAY 28 WHICH PARALLELS THE TRACK, 72 FEET NORTH OF THE NORTH
 RL0705'RAIL OF THE TRACK, 37 FEET SOUTH OF THE CENTER LINE OF THE
 RL0705'HIGHWAY AND ABOUT 3 1/2 FEET BELOW THE TRACK.
 RL0705
 RL0705                          STATION RECOVERY (1985)
 RL0705
 RL0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0705'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.8 KM (6.7
 RL0705'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0705'HIGHWAY 45 IN BRUCE CROSSING, IN THE WEST END OF THE SOUTH CONCRETE
 RL0705'HEADWALL OF AN 8 BY 24 FOOT BOX CULVERT, AND 11.3 M (37.1 FT)
 RL0705'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 RL0705'THE MARK IS 1.6 M BELOW THE HIGHGWAY.
 RL0705
 RL0705                          STATION RECOVERY (1987)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (1996)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (2001)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0705'RECOVERED IN GOOD CONDITION.
 RL0705
 RL0705                          STATION RECOVERY (2004)
 RL0705
 RL0705'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0547 ***********************************************************************
 RL0547  DESIGNATION -  E 148
 RL0547  PID         -  RL0547
 RL0547  STATE/COUNTY-  MI/HOUGHTON
 RL0547  USGS QUAD   -  PINE LAKE (1984)
 RL0547
 RL0547                         *CURRENT SURVEY CONTROL
 RL0547  ___________________________________________________________________
 RL0547* NAD 83(1986)-  46 59 37.     (N)    088 37 30.     (W)     SCALED    
 RL0547* NAVD 88     -       249.596  (meters)     818.88   (feet)  ADJUSTED  
 RL0547  ___________________________________________________________________
 RL0547  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 RL0547  DYNAMIC HT  -         249.619 (meters)     818.96  (feet)  COMP
 RL0547  MODELED GRAV-     980,699.6   (mgal)                       NAVD 88
 RL0547
 RL0547  VERT ORDER  -  SECOND    CLASS 0
 RL0547
 RL0547.The horizontal coordinates were scaled from a topographic map and have
 RL0547.an estimated accuracy of +/- 6 seconds.
 RL0547
 RL0547.The orthometric height was determined by differential leveling
 RL0547.and adjusted by the National Geodetic Survey in June 1991..
 RL0547
 RL0547.The geoid height was determined by GEOID03.
 RL0547
 RL0547.The dynamic height is computed by dividing the NAVD 88
 RL0547.geopotential number by the normal gravity value computed on the
 RL0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0547.degrees latitude (g = 980.6199 gals.).
 RL0547
 RL0547.The modeled gravity was interpolated from observed gravity values.
 RL0547
 RL0547;                    North         East    Units  Estimated Accuracy
 RL0547;SPC MI N     -   246,930.    7,876,410.      MT  (+/- 180 meters Scaled)
 RL0547
 RL0547                          SUPERSEDED SURVEY CONTROL
 RL0547
 RL0547  NGVD 29 (??/??/92)  249.587  (m)          818.85   (f) ADJ UNCH    2 0
 RL0547
 RL0547.Superseded values are not recommended for survey control.
 RL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0547.See file dsdata.txt to determine how the superseded data were derived.
 RL0547
 RL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT764057(NAD 83)
 RL0547_MARKER: DB = BENCH MARK DISK
 RL0547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0547_SP_SET: BRIDGE
 RL0547_STAMPING: E 148 1948
 RL0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0547
 RL0547  HISTORY     - Date     Condition        Report By
 RL0547  HISTORY     - 1948     MONUMENTED       CGS
 RL0547  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0547
 RL0547                          STATION DESCRIPTION
 RL0547
 RL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0547'5 MI N FROM TAPIOLA.
 RL0547'4.95 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0547'ABOUT 0.2 MILE SOUTH OF A 6-FOOT CONCRETE BRIDGE, SET IN THE
 RL0547'TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL
 RL0547'OF A 36-FOOT CONCRETE BRIDGE, 79 FEET NORTH OF THE CENTER LINE
 RL0547'OF THE DRIVE WAY TO A HOUSE ON EAST SIDE OF ROAD, 11 FEET EAST
 RL0547'OF THE CENTER LINE OF THE ROAD, 3 INCHES EAST OF THE EAST
 RL0547'CONCRETE BANISTER AND LEVEL WITH THE ROAD.
 RL0547
 RL0547                          STATION RECOVERY (2004)
 RL0547
 RL0547'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0547'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.  A NEWER
 RL0547'PIPE CULVERT IS AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0550 ***********************************************************************
 RL0550  DESIGNATION -  E 149
 RL0550  PID         -  RL0550
 RL0550  STATE/COUNTY-  MI/HOUGHTON
 RL0550  USGS QUAD   -  PINE LAKE (1984)
 RL0550
 RL0550                         *CURRENT SURVEY CONTROL
 RL0550  ___________________________________________________________________
 RL0550* NAD 83(1986)-  46 57 13.     (N)    088 37 31.     (W)     SCALED    
 RL0550* NAVD 88     -       280.824  (meters)     921.34   (feet)  ADJUSTED  
 RL0550  ___________________________________________________________________
 RL0550  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 RL0550  DYNAMIC HT  -         280.848 (meters)     921.42  (feet)  COMP
 RL0550  MODELED GRAV-     980,691.2   (mgal)                       NAVD 88
 RL0550
 RL0550  VERT ORDER  -  SECOND    CLASS 0
 RL0550
 RL0550.The horizontal coordinates were scaled from a topographic map and have
 RL0550.an estimated accuracy of +/- 6 seconds.
 RL0550
 RL0550.The orthometric height was determined by differential leveling
 RL0550.and adjusted by the National Geodetic Survey in June 1991..
 RL0550
 RL0550.The geoid height was determined by GEOID03.
 RL0550
 RL0550.The dynamic height is computed by dividing the NAVD 88
 RL0550.geopotential number by the normal gravity value computed on the
 RL0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0550.degrees latitude (g = 980.6199 gals.).
 RL0550
 RL0550.The modeled gravity was interpolated from observed gravity values.
 RL0550
 RL0550;                    North         East    Units  Estimated Accuracy
 RL0550;SPC MI N     -   242,490.    7,876,290.      MT  (+/- 180 meters Scaled)
 RL0550
 RL0550                          SUPERSEDED SURVEY CONTROL
 RL0550
 RL0550  NGVD 29 (??/??/92)  280.813  (m)          921.30   (f) ADJ UNCH    2 0
 RL0550
 RL0550.Superseded values are not recommended for survey control.
 RL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0550.See file dsdata.txt to determine how the superseded data were derived.
 RL0550
 RL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT763012(NAD 83)
 RL0550_MARKER: DB = BENCH MARK DISK
 RL0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0550_STAMPING: E 149 1948
 RL0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0550+STABILITY: SURFACE MOTION
 RL0550
 RL0550  HISTORY     - Date     Condition        Report By
 RL0550  HISTORY     - 1948     MONUMENTED       CGS
 RL0550  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0550
 RL0550                          STATION DESCRIPTION
 RL0550
 RL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0550'2.1 MI N FROM TAPIOLA.
 RL0550'2.1 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0550'AT AN EAST-WEST CROSS ROAD, 53 FEET SOUTHEAST OF THE CENTER
 RL0550'OF THE INTESECTION, 40 FEET EAST OF THE CENTER LINE OF THE
 RL0550'ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 24
 RL0550'FEET EAST-SOUTHEAST OF A POWER POLE, 8 FEET EAST OF A FENCE
 RL0550'CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET EAST OF A WHITE
 RL0550'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 RL0550'OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0550
 RL0550                          STATION RECOVERY (2004)
 RL0550
 RL0550'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0550'THERE HAS BEEN ROAD CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0338 ***********************************************************************
 RK0338  DESIGNATION -  E 150
 RK0338  PID         -  RK0338
 RK0338  STATE/COUNTY-  MI/MARQUETTE
 RK0338  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0338
 RK0338                         *CURRENT SURVEY CONTROL
 RK0338  ___________________________________________________________________
 RK0338* NAD 83(1986)-  46 36 56.     (N)    087 44 26.     (W)     SCALED    
 RK0338* NAVD 88     -       419.378  (meters)    1375.91   (feet)  ADJUSTED  
 RK0338  ___________________________________________________________________
 RK0338  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 RK0338  DYNAMIC HT  -         419.404 (meters)    1375.99  (feet)  COMP
 RK0338  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 RK0338
 RK0338  VERT ORDER  -  SECOND    CLASS 0
 RK0338
 RK0338.The horizontal coordinates were scaled from a topographic map and have
 RK0338.an estimated accuracy of +/- 6 seconds.
 RK0338
 RK0338.The orthometric height was determined by differential leveling
 RK0338.and adjusted by the National Geodetic Survey in June 1991..
 RK0338
 RK0338.The geoid height was determined by GEOID03.
 RK0338
 RK0338.The dynamic height is computed by dividing the NAVD 88
 RK0338.geopotential number by the normal gravity value computed on the
 RK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0338.degrees latitude (g = 980.6199 gals.).
 RK0338
 RK0338.The modeled gravity was interpolated from observed gravity values.
 RK0338
 RK0338;                    North         East    Units  Estimated Accuracy
 RK0338;SPC MI N     -   203,910.    7,943,280.      MT  (+/- 180 meters Scaled)
 RK0338
 RK0338                          SUPERSEDED SURVEY CONTROL
 RK0338
 RK0338  NGVD 29 (??/??/92)  419.328  (m)         1375.75   (f) ADJ UNCH    2 0
 RK0338
 RK0338.Superseded values are not recommended for survey control.
 RK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0338.See file dsdata.txt to determine how the superseded data were derived.
 RK0338
 RK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS432627(NAD 83)
 RK0338_MARKER: DB = BENCH MARK DISK
 RK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0338_STAMPING: E 150 1948
 RK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0338+STABILITY: SURFACE MOTION
 RK0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0338+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2003
 RK0338
 RK0338  HISTORY     - Date     Condition        Report By
 RK0338  HISTORY     - 1948     MONUMENTED       CGS
 RK0338  HISTORY     - 1985     GOOD             NGS
 RK0338  HISTORY     - 20030527 GOOD             STS
 RK0338
 RK0338                          STATION DESCRIPTION
 RK0338
 RK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0338'17.8 MI NW FROM ISHPEMING.
 RK0338'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0338'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0338'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 2.4 MILES
 RK0338'SOUTHEAST, NEAR THE EDGE OF A FLAT SANDY PLATEAU OVERLOOKING
 RK0338'DEAD RIVER BASIN TO THE SOUTHWEST, AT THE NORTHWEST END OF A
 RK0338'CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, 30 FEET
 RK0338'NORTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTHEAST
 RK0338'OF A 5-INCH TRIANGULAR BLAZED SCRUB PINE TREE, 2 FEET SOUTHWEST
 RK0338'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RK0338'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RK0338
 RK0338                          STATION RECOVERY (1985)
 RK0338
 RK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0338'RECOVERED IN GOOD CONDITION.
 RK0338
 RK0338                          STATION RECOVERY (2003)
 RK0338
 RK0338'RECOVERY NOTE BY STS CONSULTANTS 2003 (CLC)
 RK0338'MARK FOUND IN GOOD CONDITION. NOT SUITABLE FOR GPS OBSERVATION.
 RK0338'ADDED THE FOLLOWING WITNESSES-
 RK0338'21' N OF CENTERLINE RED ROAD
 RK0338'6 INCH JACK PINE WITH BLAZE  SW  2.7'
 RK0338'CARSONITE MARKER  N25E  1.75'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0593 ***********************************************************************
 RL0593  CBN         -  This is a Cooperative Base Network Control Station.
 RL0593  DESIGNATION -  E 151
 RL0593  PID         -  RL0593
 RL0593  STATE/COUNTY-  MI/HOUGHTON
 RL0593  USGS QUAD   -  PELKIE (1985)
 RL0593
 RL0593                         *CURRENT SURVEY CONTROL
 RL0593  ___________________________________________________________________
 RL0593* NAD 83(1994)-  46 45 53.91044(N)    088 42 56.16737(W)     ADJUSTED  
 RL0593* NAVD 88     -       242.170  (meters)     794.52   (feet)  ADJUSTED  
 RL0593  ___________________________________________________________________
 RL0593  X           -      98,108.687 (meters)                     COMP
 RL0593  Y           -  -4,375,802.738 (meters)                     COMP
 RL0593  Z           -   4,624,058.884 (meters)                     COMP
 RL0593  LAPLACE CORR-          -9.87  (seconds)                    DEFLEC99
 RL0593  ELLIP HEIGHT-         208.72  (meters)          (06/11/02) GPS OBS
 RL0593  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 RL0593  DYNAMIC HT  -         242.185 (meters)     794.57  (feet)  COMP
 RL0593  MODELED GRAV-     980,667.8   (mgal)                       NAVD 88
 RL0593
 RL0593  HORZ ORDER  -  B
 RL0593  VERT ORDER  -  SECOND    CLASS 0
 RL0593  ELLP ORDER  -  FOURTH    CLASS I
 RL0593
 RL0593.The horizontal coordinates were established by GPS observations
 RL0593.and adjusted by the National Geodetic Survey in September 1995..
 RL0593
 RL0593.The orthometric height was determined by differential leveling
 RL0593.and adjusted by the National Geodetic Survey in June 1991..
 RL0593
 RL0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0593
 RL0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0593
 RL0593.The ellipsoidal height was determined by GPS observations
 RL0593.and is referenced to NAD 83.
 RL0593
 RL0593.The geoid height was determined by GEOID03.
 RL0593
 RL0593.The dynamic height is computed by dividing the NAVD 88
 RL0593.geopotential number by the normal gravity value computed on the
 RL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0593.degrees latitude (g = 980.6199 gals.).
 RL0593
 RL0593.The modeled gravity was interpolated from observed gravity values.
 RL0593
 RL0593;                    North         East     Units Scale Factor Converg.
 RL0593;SPC MI N     -   221,669.506 7,868,965.482   MT  0.99993787   -1 14 24.1
 RL0593;SPC MI N     -   727,262.16 25,816,815.89   iFT  0.99993787   -1 14 24.1
 RL0593;UTM  16      - 5,180,476.263   369,000.710   MT  0.99981093   -1 15 00.3
 RL0593
 RL0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0593!SPC MI N     -   0.99996728  x   0.99993787  =   0.99990516
 RL0593!UTM  16      -   0.99996728  x   0.99981093  =   0.99977822
 RL0593
 RL0593                          SUPERSEDED SURVEY CONTROL
 RL0593
 RL0593  ELLIP H (09/20/95)  208.72   (m)                       GP(       ) 1 2
 RL0593  NAVD 88 (09/20/95)  242.17   (m)          794.5    (f) LEVELING    3  
 RL0593  NGVD 29 (??/??/92)  242.157  (m)          794.48   (f) ADJ UNCH    2 0
 RL0593
 RL0593.Superseded values are not recommended for survey control.
 RL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0593.See file dsdata.txt to determine how the superseded data were derived.
 RL0593
 RL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6900180476(NAD 83)
 RL0593_MARKER: DB = BENCH MARK DISK
 RL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0593_STAMPING: E 151 1948
 RL0593_MARK LOGO: CGS   
 RL0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0593+STABILITY: SURFACE MOTION
 RL0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0593+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 RL0593
 RL0593  HISTORY     - Date     Condition        Report By
 RL0593  HISTORY     - 1948     MONUMENTED       CGS
 RL0593  HISTORY     - 19940829 GOOD             NGS
 RL0593  HISTORY     - 19990311 GOOD             MIDT
 RL0593  HISTORY     - 20010717 GOOD             MIDT
 RL0593
 RL0593                          STATION DESCRIPTION
 RL0593
 RL0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0593'2 MI E FROM ALSTON.
 RL0593'2.05 MILES EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0593'ABOUT 1.0 MILE WEST OF THE BRIDGE OVER SILVER RIVER, ABOUT 0.2
 RL0593'MILE WEST OF HOUSES ON NORTH AND SOUTH SIDE OF HIGHWAY, ABOUT
 RL0593'0.45 MILE WEST OF A ROAD NORTH, AT THE SOUTH END OF A HAY FIELD,
 RL0593'73 FEET WEST OF A TELEPHONE POLE, 55 FEET EAST OF A TELEPHONE
 RL0593'POLE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 RL0593'SOUTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0593'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL0593'CONCRETE POST PROJECTING 3 INCHES.
 RL0593
 RL0593                          STATION RECOVERY (1994)
 RL0593
 RL0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RL0593'STATION IS LOCATED IN QUAD 460884, IN THE SW 1/4 OF SEC 35, T 51 N, R
 RL0593'35 W, LAIRD TOWNSHIP, ABOUT 1.0 MI (1.6 KM) EAST FROM ALSTON, 11.0 MI
 RL0593'(17.7 KM) WEST OF BARAGA AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.  TO
 RL0593'REACH FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 38 IN
 RL0593'BARAGA, GO WEST ON HIGHWAY 38 FOR 6.45 MI (10.38 KM) TO A BRIDGE OVER
 RL0593'THE STURGEON RIVER.  CONTINUE WEST ON HIGHWAY 38 FOR 3.2 MILES (5.1
 RL0593'KM) TO A SIDE ROAD LEFT, PRICKET DAM RD, AND THE BARAGA-HOUGHTON
 RL0593'COUNTY LINE.  CONTINUE WEST ON HIGHWAY 38 FOR 0.95 MI (1.53 KM) TO A
 RL0593'BRIDGE OVER THE SILVER RIVER.  CONTINUE WEST ON HIGHWAY 38 FOR 1.0 MI
 RL0593'(1.6 KM) TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS FLUSH
 RL0593'WITH GROUND.  IT IS 142.7 FT (43.5 M) NORTHEAST FROM AND ACROSS THE
 RL0593'HIGHWAY FROM A UTILITY POLE, 131.6 FT (40.1 M) NORTHWEST FROM AND
 RL0593'ACROSS THE HIGHWAY FROM A UTILITY POLE, 48.2 FT (14.7 M) NORTH FROM
 RL0593'THE CENTERLINE OF STATE HIGHWAY 38, 2.0 FT (0.6 M) SOUTH FROM AN
 RL0593'EAST-WEST FENCE LINE, 2.0 FT (0.6 M) WEST FROM A METAL WITNESS POST,
 RL0593'1.0 FT (0.3 M) SOUTH FROM A CARSONITE WITNESS POST, AND ABOUT 4.0 FT
 RL0593'(1.2 M) LOWER THAN THE HIGHWAY.
 RL0593
 RL0593                          STATION RECOVERY (1999)
 RL0593
 RL0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0593'RECOVERED IN GOOD CONDITION.
 RL0593
 RL0593                          STATION RECOVERY (2001)
 RL0593
 RL0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MJW)
 RL0593'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 RL0593'BY NGS.
 RL0593' 
 RL0593'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0613 ***********************************************************************
 RL0613  DESIGNATION -  E 152
 RL0613  PID         -  RL0613
 RL0613  STATE/COUNTY-  MI/HOUGHTON
 RL0613  USGS QUAD   -  
 RL0613
 RL0613                         *CURRENT SURVEY CONTROL
 RL0613  ___________________________________________________________________
 RL0613* NAD 83(1986)-  46 50 02.     (N)    088 51 52.     (W)     SCALED    
 RL0613* NAVD 88     -       376.435  (meters)    1235.02   (feet)  ADJUSTED  
 RL0613  ___________________________________________________________________
 RL0613  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 RL0613  DYNAMIC HT  -         376.458 (meters)    1235.10  (feet)  COMP
 RL0613  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RL0613
 RL0613  VERT ORDER  -  SECOND    CLASS 0
 RL0613
 RL0613.The horizontal coordinates were scaled from a topographic map and have
 RL0613.an estimated accuracy of +/- 6 seconds.
 RL0613
 RL0613.The orthometric height was determined by differential leveling
 RL0613.and adjusted by the National Geodetic Survey in June 1991..
 RL0613
 RL0613.The geoid height was determined by GEOID03.
 RL0613
 RL0613.The dynamic height is computed by dividing the NAVD 88
 RL0613.geopotential number by the normal gravity value computed on the
 RL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0613.degrees latitude (g = 980.6199 gals.).
 RL0613
 RL0613.The modeled gravity was interpolated from observed gravity values.
 RL0613
 RL0613;                    North         East    Units  Estimated Accuracy
 RL0613;SPC MI N     -   229,590.    7,857,780.      MT  (+/- 180 meters Scaled)
 RL0613
 RL0613                          SUPERSEDED SURVEY CONTROL
 RL0613
 RL0613  NGVD 29 (??/??/92)  376.416  (m)         1234.96   (f) ADJ UNCH    2 0
 RL0613
 RL0613.Superseded values are not recommended for survey control.
 RL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0613.See file dsdata.txt to determine how the superseded data were derived.
 RL0613
 RL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS578883(NAD 83)
 RL0613_MARKER: DB = BENCH MARK DISK
 RL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0613_STAMPING: E 152 1948
 RL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0613+STABILITY: SURFACE MOTION
 RL0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0613+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0613
 RL0613  HISTORY     - Date     Condition        Report By
 RL0613  HISTORY     - 1948     MONUMENTED       CGS
 RL0613  HISTORY     - 20040515 GOOD             GEOCAC
 RL0613
 RL0613                          STATION DESCRIPTION
 RL0613
 RL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0613'7.8 MI NW FROM NISULA.
 RL0613'0.4 MILE WEST ALONG STATE HIGHWAY 35 FROM THE NISULA CHURCH
 RL0613'AND CEMETERY, THENCE ABOUT 7.35 MILES NORTHWEST ALONG THE
 RL0613'WINONA ROAD, ABOUT 50 YARDS NORTH OF THE CREST OF A KNOLL, 26
 RL0613'FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHEAST
 RL0613'OF A TRIANGULAR BLAZED 20-INCH HARD MAPLE TREE, ABOUT 0.3 MILE
 RL0613'SOUTHEAST OF A DIM ROAD WEST, 1 1/2 FEET NORTH OF A WHITE
 RL0613'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0613'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  MARK MAY BE REACHED
 RL0613'FROM THE COPPER RANGE RAILROAD STATION AT WINONA BY GOING ABOUT
 RL0613'0.2 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.3 MILE NORTHEAST
 RL0613'ALONG STATE HIGHWAY 26, THENCE ABOUT 3.25 MILES SOUTHEAST ALONG
 RL0613'THE NISULA ROAD.
 RL0613
 RL0613                          STATION RECOVERY (2004)
 RL0613
 RL0613'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0613'NAD 83 -  46 50 02.2 (N) -  088 51 53.4 (W) GARMIN GPS V
 RL0613' 
 RL0613'MARK IS LOCATED ALONG PIKE LAKE ROAD, 0.30 MILE SOUTHEAST OF CLEAR
 RL0613'LAKE ACCESS ROAD (WEST) AND 0.15 MILE SOUTHEAST OF MIKKOLA TRAIL
 RL0613'(WEST).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0500 ***********************************************************************
 RL0500  DESIGNATION -  E 153
 RL0500  PID         -  RL0500
 RL0500  STATE/COUNTY-  MI/HOUGHTON
 RL0500  USGS QUAD   -  DONKEN (1982)
 RL0500
 RL0500                         *CURRENT SURVEY CONTROL
 RL0500  ___________________________________________________________________
 RL0500* NAD 83(1986)-  46 54 27.     (N)    088 50 07.     (W)     SCALED    
 RL0500* NAVD 88     -       366.426  (meters)    1202.18   (feet)  ADJUSTED  
 RL0500  ___________________________________________________________________
 RL0500  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 RL0500  DYNAMIC HT  -         366.462 (meters)    1202.30  (feet)  COMP
 RL0500  MODELED GRAV-     980,699.7   (mgal)                       NAVD 88
 RL0500
 RL0500  VERT ORDER  -  FIRST     CLASS II
 RL0500
 RL0500.The horizontal coordinates were scaled from a topographic map and have
 RL0500.an estimated accuracy of +/- 6 seconds.
 RL0500
 RL0500.The orthometric height was determined by differential leveling
 RL0500.and adjusted by the National Geodetic Survey in June 1991..
 RL0500
 RL0500.The geoid height was determined by GEOID03.
 RL0500
 RL0500.The dynamic height is computed by dividing the NAVD 88
 RL0500.geopotential number by the normal gravity value computed on the
 RL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0500.degrees latitude (g = 980.6199 gals.).
 RL0500
 RL0500.The modeled gravity was interpolated from observed gravity values.
 RL0500
 RL0500;                    North         East    Units  Estimated Accuracy
 RL0500;SPC MI N     -   237,710.    7,860,190.      MT  (+/- 180 meters Scaled)
 RL0500
 RL0500                          SUPERSEDED SURVEY CONTROL
 RL0500
 RL0500  NGVD 29 (??/??/92)  366.416  (m)         1202.15   (f) ADJ UNCH    1 2
 RL0500
 RL0500.Superseded values are not recommended for survey control.
 RL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0500.See file dsdata.txt to determine how the superseded data were derived.
 RL0500
 RL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS602965(NAD 83)
 RL0500_MARKER: DB = BENCH MARK DISK
 RL0500_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0500_SP_SET: CULVERT HEADWALL
 RL0500_STAMPING: E 153 1948
 RL0500_MARK LOGO: CGS   
 RL0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0500+STABILITY: SURFACE MOTION
 RL0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0500+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 RL0500
 RL0500  HISTORY     - Date     Condition        Report By
 RL0500  HISTORY     - 1948     MONUMENTED       CGS
 RL0500  HISTORY     - 19960715 GOOD             MIDT
 RL0500
 RL0500                          STATION DESCRIPTION
 RL0500
 RL0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0500'2.2 MI NE FROM LAKE ROLAND.
 RL0500'2.15 MILES NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0500'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, ABOUT 0.35
 RL0500'MILE NORTHEAST OF A DIM ROAD WEST, SET IN THE TOP OF THE
 RL0500'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 12-FOOT CONCRETE
 RL0500'CULVERT, 35 FEET NORTHWEST OF AND ABOUT 6 FEET BELOW THE
 RL0500'CENTERLINE OF THE HIGHWAY.
 RL0500
 RL0500                          STATION RECOVERY (1996)
 RL0500
 RL0500'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0500'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTHEAST ALONG STATE
 RL0500'HIGHWAY M-26 FROM TWIN LAKES.  TO REACH FROM THE JUNCTION OF STATE
 RL0500'HIGHWAY M-26 AND LAKE EMILY/POHONEN ROAD AT TWIN LAKES FOLLOW M-26
 RL0500'3.417 KM (2.10 MI) NORTHEAST TO A GURAD RAIL SECTION AND THE MARK ON
 RL0500'THE LEFT.  STATION IS SET IN THE TOP OF THE NORTHEAST END OF THE
 RL0500'NORTHWEST CULVERT HEADWALL OF A 3.6576 M (12.0000 FT) CONCRETE SLAB
 RL0500'CULVERT UNDER M-26.  11.2 M (36.7 FT) NORTHWEST OF THE CENTERLINE OF
 RL0500'M-26, 5.5 M (18.0 FT) NORTHWEST OF THE GUARD RAIL, 0.2 M (0.7 FT)
 RL0500'SOUTHWEST OF A CARSONITE WITNESS POST, 0.8 M (2.6 FT) BELOW THE
 RL0500'CENTERLINE OF THE HIGHWAY AND 0.4 M (1.3 FT) BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0623 ***********************************************************************
 RL0623  DESIGNATION -  E 154
 RL0623  PID         -  RL0623
 RL0623  STATE/COUNTY-  MI/BARAGA
 RL0623  USGS QUAD   -  
 RL0623
 RL0623                         *CURRENT SURVEY CONTROL
 RL0623  ___________________________________________________________________
 RL0623* NAD 83(1986)-  46 43 58.     (N)    088 45 39.     (W)     SCALED    
 RL0623* NAVD 88     -       296.232  (meters)     971.89   (feet)  ADJUSTED  
 RL0623  ___________________________________________________________________
 RL0623  GEOID HEIGHT-         -33.23  (meters)                     GEOID03
 RL0623  DYNAMIC HT  -         296.249 (meters)     971.94  (feet)  COMP
 RL0623  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 RL0623
 RL0623  VERT ORDER  -  SECOND    CLASS 0
 RL0623
 RL0623.The horizontal coordinates were scaled from a topographic map and have
 RL0623.an estimated accuracy of +/- 6 seconds.
 RL0623
 RL0623.The orthometric height was determined by differential leveling
 RL0623.and adjusted by the National Geodetic Survey in June 1991..
 RL0623
 RL0623.The geoid height was determined by GEOID03.
 RL0623
 RL0623.The dynamic height is computed by dividing the NAVD 88
 RL0623.geopotential number by the normal gravity value computed on the
 RL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0623.degrees latitude (g = 980.6199 gals.).
 RL0623
 RL0623.The modeled gravity was interpolated from observed gravity values.
 RL0623
 RL0623;                    North         East    Units  Estimated Accuracy
 RL0623;SPC MI N     -   218,170.    7,865,430.      MT  (+/- 180 meters Scaled)
 RL0623
 RL0623                          SUPERSEDED SURVEY CONTROL
 RL0623
 RL0623  NGVD 29 (??/??/92)  296.219  (m)          971.85   (f) ADJ UNCH    2 0
 RL0623
 RL0623.Superseded values are not recommended for survey control.
 RL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0623.See file dsdata.txt to determine how the superseded data were derived.
 RL0623
 RL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS654769(NAD 83)
 RL0623_MARKER: DB = BENCH MARK DISK
 RL0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0623_STAMPING: E 154 1948
 RL0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0623+STABILITY: SURFACE MOTION
 RL0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0623+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0623
 RL0623  HISTORY     - Date     Condition        Report By
 RL0623  HISTORY     - 1948     MONUMENTED       CGS
 RL0623  HISTORY     - 20040422 MARK NOT FOUND   GEOCAC
 RL0623  HISTORY     - 20040515 GOOD             GEOCAC
 RL0623
 RL0623                          STATION DESCRIPTION
 RL0623
 RL0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0623'2.3 MI S FROM ALSTON.
 RL0623'0.05 MILES WEST ALONG STATE HIGHWAY 28 FROM THE SCHOOL AT ALSTON,
 RL0623'THENCE ABOUT 2.25 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.7
 RL0623'MILE SOUTH OF A BRIDGE OVER WEST BRANCH OF STURGEON RIVER, AT
 RL0623'THE JUNCTION OF AN OLD TRAIL EAST, ABOUT 0.3 MILE SOUTH OF THE
 RL0623'SIGN AT THE NORTH BOUNDARY OF THE OTTAWA NATIONAL FOREST, 48 FEET
 RL0623'EAST-NORTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 37 1/2
 RL0623'FEET NORTH AND ACROSS THE TRAIL FROM A TRIANGULAR BLAZED 20-INCH
 RL0623'BIRCH TREE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD, 16
 RL0623'FEET SOUTHWEST OF A TRIANGULAR BLAZED 22-INCH MAPLE TREE, 10
 RL0623'FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 20-INCH MAPLE TREE,
 RL0623'7 FEET NORTH OF THE CENTER LINE OF THE OLD TRAIL, 1 1/2 FEET
 RL0623'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RL0623'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0623
 RL0623                          STATION RECOVERY (2004)
 RL0623
 RL0623'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0623'THE ROAD SOUTH FROM ALSTON IS SOUTH LAIRD ROAD.
 RL0623'THERE HAS BEEN ROAD CONSTRUCTION THROUGH THE DESCRIBED LOCATION. MARK
 RL0623'IS PROBABLY DESTROYED.
 RL0623
 RL0623                          STATION RECOVERY (2004)
 RL0623
 RL0623'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0623'NAD 83 -  46 43 58.6 (N) -  088 45 40.7 (W) GARMIN GPS V
 RL0623' 
 RL0623'DISREGARD '20040422 MARK NOT FOUND REPORT', MARK WAS FOUND COVERED
 RL0623'WITH BRUSH AND SIGN DOWN.
 RL0623' 
 RL0623'2.15 MILES SOUTH ALONG SOUTH LAIRD ROAD FROM HWY M-38 AT ALSTON.  0.10
 RL0623'MILE NORTH OF A OTTAWA NAT'L FOREST SIGN - 'PREVENTING FOREST FIRES'.
 RL0623'56 FT WEST AND ACROSS ROAD FROM NEW POWER POLE 14E29, 24 FT EAST C/L
 RL0623'ROAD, 1 FT WEST OF MWP+SIGN, 1 FT BELOW LEVEL WITH ROAD AND PROJECTING
 RL0623'1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0017 ***********************************************************************
 RL0017  DESIGNATION -  E 155
 RL0017  PID         -  RL0017
 RL0017  STATE/COUNTY-  MI/MARQUETTE
 RL0017  USGS QUAD   -  MICHIGAMME (1956)
 RL0017
 RL0017                         *CURRENT SURVEY CONTROL
 RL0017  ___________________________________________________________________
 RL0017* NAD 83(1986)-  46 32 25.     (N)    088 00 06.     (W)     SCALED    
 RL0017* NAVD 88     -       479.268  (meters)    1572.40   (feet)  ADJUSTED  
 RL0017  ___________________________________________________________________
 RL0017  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 RL0017  DYNAMIC HT  -         479.288 (meters)    1572.46  (feet)  COMP
 RL0017  MODELED GRAV-     980,640.2   (mgal)                       NAVD 88
 RL0017
 RL0017  VERT ORDER  -  SECOND    CLASS 0
 RL0017
 RL0017.The horizontal coordinates were scaled from a topographic map and have
 RL0017.an estimated accuracy of +/- 6 seconds.
 RL0017
 RL0017.The orthometric height was determined by differential leveling
 RL0017.and adjusted by the National Geodetic Survey in June 1991..
 RL0017
 RL0017.The geoid height was determined by GEOID03.
 RL0017
 RL0017.The dynamic height is computed by dividing the NAVD 88
 RL0017.geopotential number by the normal gravity value computed on the
 RL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0017.degrees latitude (g = 980.6199 gals.).
 RL0017
 RL0017.The modeled gravity was interpolated from observed gravity values.
 RL0017
 RL0017;                    North         East    Units  Estimated Accuracy
 RL0017;SPC MI N     -   195,760.    7,923,180.      MT  (+/- 180 meters Scaled)
 RL0017
 RL0017                          SUPERSEDED SURVEY CONTROL
 RL0017
 RL0017  NGVD 29 (??/??/92)  479.209  (m)         1572.20   (f) ADJ UNCH    2 0
 RL0017
 RL0017.Superseded values are not recommended for survey control.
 RL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0017.See file dsdata.txt to determine how the superseded data were derived.
 RL0017
 RL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS231545(NAD 83)
 RL0017_MARKER: DB = BENCH MARK DISK
 RL0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0017_STAMPING: E 155 1948
 RL0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0017+STABILITY: SURFACE MOTION
 RL0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0017+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 RL0017
 RL0017  HISTORY     - Date     Condition        Report By
 RL0017  HISTORY     - 1948     MONUMENTED       CGS
 RL0017  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0017  HISTORY     - 20050718 GOOD             GEOCAC
 RL0017
 RL0017                          STATION DESCRIPTION
 RL0017
 RL0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0017'3.2 MI NW FROM CHAMPION.
 RL0017'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0017'AT CHAMPION, THENCE 0.8 MILE NORTH ALONG HURON BAY GRADE, IN
 RL0017'THE SOUTH CORNER OF THE JUNCTION WITH A SIDE ROAD LEADING
 RL0017'SOUTHEAST TO MARTINS LANDING, 41 FEET SOUTHEAST OF THE CENTER
 RL0017'LINE OF THE MAIN ROAD, 84 FEET SOUTHWEST OF THE CENTER LINE OF
 RL0017'THE SIDE ROAD, 48 FEET SOUTHWEST OF A TELEPHONE POLE, 42 FEET
 RL0017'SOUTH OF THE NORTHWEST LEG OF A MARTINS LANDING SIGN, 10 FEET
 RL0017'NORTHWEST OF A SCRUB POPLAR TREE, ABOUT LEVEL WITH THE ROAD AND
 RL0017'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RL0017
 RL0017                          STATION RECOVERY (1985)
 RL0017
 RL0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0017'MARK NOT FOUND.
 RL0017
 RL0017                          STATION RECOVERY (2005)
 RL0017
 RL0017'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0017'NAD 83(1986)-  46 32 25.5 (N)    088 00 06.6 (W)   HANDHELD GPS
 RL0017' 
 RL0017'MARK IS 2 FT SOUTHEAST OF A METAL WITNESS POST AND PROJECTS ABOUT 4
 RL0017'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0294 ***********************************************************************
 RK0294  DESIGNATION -  E 156
 RK0294  PID         -  RK0294
 RK0294  STATE/COUNTY-  MI/MARQUETTE
 RK0294  USGS QUAD   -  NEGAUNEE (1975)
 RK0294
 RK0294                         *CURRENT SURVEY CONTROL
 RK0294  ___________________________________________________________________
 RK0294* NAD 83(1986)-  46 31 56.     (N)    087 33 25.     (W)     SCALED    
 RK0294* NAVD 88     -       429.827  (meters)    1410.19   (feet)  ADJUSTED  
 RK0294  ___________________________________________________________________
 RK0294  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 RK0294  DYNAMIC HT  -         429.856 (meters)    1410.29  (feet)  COMP
 RK0294  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RK0294
 RK0294  VERT ORDER  -  SECOND    CLASS 0
 RK0294
 RK0294.The horizontal coordinates were scaled from a topographic map and have
 RK0294.an estimated accuracy of +/- 6 seconds.
 RK0294
 RK0294.The orthometric height was determined by differential leveling
 RK0294.and adjusted by the National Geodetic Survey in June 1991..
 RK0294
 RK0294.The geoid height was determined by GEOID03.
 RK0294
 RK0294.The dynamic height is computed by dividing the NAVD 88
 RK0294.geopotential number by the normal gravity value computed on the
 RK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0294.degrees latitude (g = 980.6199 gals.).
 RK0294
 RK0294.The modeled gravity was interpolated from observed gravity values.
 RK0294
 RK0294;                    North         East    Units  Estimated Accuracy
 RK0294;SPC MI N     -   194,530.    7,957,280.      MT  (+/- 180 meters Scaled)
 RK0294
 RK0294                          SUPERSEDED SURVEY CONTROL
 RK0294
 RK0294  NGVD 29 (??/??/92)  429.772  (m)         1410.01   (f) ADJ UNCH    2 0
 RK0294
 RK0294.Superseded values are not recommended for survey control.
 RK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0294.See file dsdata.txt to determine how the superseded data were derived.
 RK0294
 RK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS572533(NAD 83)
 RK0294_MARKER: DB = BENCH MARK DISK
 RK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0294_STAMPING: E 156 1948
 RK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0294+STABILITY: SURFACE MOTION
 RK0294
 RK0294  HISTORY     - Date     Condition        Report By
 RK0294  HISTORY     - 1948     MONUMENTED       CGS
 RK0294  HISTORY     - 1958     GOOD             NGS
 RK0294  HISTORY     - 1980     MARK NOT FOUND   NGS
 RK0294  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0294
 RK0294                          STATION DESCRIPTION
 RK0294
 RK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0294'8.4 MI W FROM MARQUETTE.
 RK0294'8.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0294'MARQUETTE, THENCE 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD TO
 RK0294'MARQUETTE COUNTY AIRPORT, 164 FEET WEST-NORTHWEST OF THE NORTHWEST
 RK0294'CORNER OF THE FUEL HOUSE, 100 FEET NORTHWEST OF THE NORTHWEST
 RK0294'CORNER OF THE HANGAR, 6 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 RK0294'EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RK0294'POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RK0294
 RK0294                          STATION RECOVERY (1958)
 RK0294
 RK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 RK0294'RECOVERED IN GOOD CONDITION.
 RK0294
 RK0294                          STATION RECOVERY (1980)
 RK0294
 RK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 RK0294'MARK NOT FOUND.
 RK0294
 RK0294                          STATION RECOVERY (1985)
 RK0294
 RK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0355 ***********************************************************************
 RK0355  DESIGNATION -  E 157
 RK0355  PID         -  RK0355
 RK0355  STATE/COUNTY-  MI/MARQUETTE
 RK0355  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0355
 RK0355                         *CURRENT SURVEY CONTROL
 RK0355  ___________________________________________________________________
 RK0355* NAD 83(1986)-  46 42 06.     (N)    087 39 10.     (W)     SCALED    
 RK0355* NAVD 88     -       323.748  (meters)    1062.16   (feet)  ADJUSTED  
 RK0355  ___________________________________________________________________
 RK0355  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 RK0355  DYNAMIC HT  -         323.772 (meters)    1062.24  (feet)  COMP
 RK0355  MODELED GRAV-     980,678.2   (mgal)                       NAVD 88
 RK0355
 RK0355  VERT ORDER  -  SECOND    CLASS 0
 RK0355
 RK0355.The horizontal coordinates were scaled from a topographic map and have
 RK0355.an estimated accuracy of +/- 6 seconds.
 RK0355
 RK0355.The orthometric height was determined by differential leveling
 RK0355.and adjusted by the National Geodetic Survey in June 1991..
 RK0355
 RK0355.The geoid height was determined by GEOID03.
 RK0355
 RK0355.The dynamic height is computed by dividing the NAVD 88
 RK0355.geopotential number by the normal gravity value computed on the
 RK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0355.degrees latitude (g = 980.6199 gals.).
 RK0355
 RK0355.The modeled gravity was interpolated from observed gravity values.
 RK0355
 RK0355;                    North         East    Units  Estimated Accuracy
 RK0355;SPC MI N     -   213,420.    7,950,080.      MT  (+/- 180 meters Scaled)
 RK0355
 RK0355                          SUPERSEDED SURVEY CONTROL
 RK0355
 RK0355  NGVD 29 (??/??/92)  323.702  (m)         1062.01   (f) ADJ UNCH    2 0
 RK0355
 RK0355.Superseded values are not recommended for survey control.
 RK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0355.See file dsdata.txt to determine how the superseded data were derived.
 RK0355
 RK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS500722(NAD 83)
 RK0355_MARKER: DB = BENCH MARK DISK
 RK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0355_STAMPING: E 157 1948
 RK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0355+STABILITY: SURFACE MOTION
 RK0355
 RK0355  HISTORY     - Date     Condition        Report By
 RK0355  HISTORY     - 1948     MONUMENTED       CGS
 RK0355  HISTORY     - 19820820 MARK NOT FOUND   USGS
 RK0355
 RK0355                          STATION DESCRIPTION
 RK0355
 RK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0355'5.8 MI W FROM BIRCH.
 RK0355'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0355'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 2.85 MILES
 RK0355'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, ABOUT 0.6 MILE
 RK0355'NORTHEAST OF A SMALL LOGGING CAMP, AT THE JUNCTION OF A DIM
 RK0355'ROAD EAST, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 20
 RK0355'FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST, 40 FEET
 RK0355'NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST FACE OF A
 RK0355'LARGE SURFACE ROCK, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RK0355'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0355'POST PROJECTING 3 INCHES.
 RK0355
 RK0355                          STATION RECOVERY (1982)
 RK0355
 RK0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (RCP)
 RK0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0030 ***********************************************************************
 NG0030  DESIGNATION -  E 158
 NG0030  PID         -  NG0030
 NG0030  STATE/COUNTY-  MI/ALLEGAN
 NG0030  USGS QUAD   -  HAMILTON WEST (1981)
 NG0030
 NG0030                         *CURRENT SURVEY CONTROL
 NG0030  ___________________________________________________________________
 NG0030* NAD 83(1986)-  42 43 07.     (N)    086 02 46.     (W)     SCALED    
 NG0030* NAVD 88     -       216.674  (meters)     710.87   (feet)  ADJUSTED  
 NG0030  ___________________________________________________________________
 NG0030  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0030  DYNAMIC HT  -         216.619 (meters)     710.69  (feet)  COMP
 NG0030  MODELED GRAV-     980,361.9   (mgal)                       NAVD 88
 NG0030
 NG0030  VERT ORDER  -  SECOND    CLASS 0
 NG0030
 NG0030.The horizontal coordinates were scaled from a topographic map and have
 NG0030.an estimated accuracy of +/- 6 seconds.
 NG0030
 NG0030.The orthometric height was determined by differential leveling
 NG0030.and adjusted by the National Geodetic Survey in June 1991..
 NG0030
 NG0030.The geoid height was determined by GEOID03.
 NG0030
 NG0030.The dynamic height is computed by dividing the NAVD 88
 NG0030.geopotential number by the normal gravity value computed on the
 NG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0030.degrees latitude (g = 980.6199 gals.).
 NG0030
 NG0030.The modeled gravity was interpolated from observed gravity values.
 NG0030
 NG0030;                    North         East    Units  Estimated Accuracy
 NG0030;SPC MI S     -   136,730.    3,862,460.      MT  (+/- 180 meters Scaled)
 NG0030
 NG0030                          SUPERSEDED SURVEY CONTROL
 NG0030
 NG0030  NGVD 29 (??/??/92)  216.814  (m)          711.33   (f) ADJ UNCH    2 0
 NG0030
 NG0030.Superseded values are not recommended for survey control.
 NG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0030.See file dsdata.txt to determine how the superseded data were derived.
 NG0030
 NG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN781300(NAD 83)
 NG0030_MARKER: DB = BENCH MARK DISK
 NG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0030_STAMPING: E 158 1948
 NG0030_MARK LOGO: CGS   
 NG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0030+STABILITY: SURFACE MOTION
 NG0030
 NG0030  HISTORY     - Date     Condition        Report By
 NG0030  HISTORY     - 1948     MONUMENTED       CGS
 NG0030  HISTORY     - 1984     GOOD             NGS
 NG0030  HISTORY     - 1988     GOOD             USPSQD
 NG0030
 NG0030                          STATION DESCRIPTION
 NG0030
 NG0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0030'0.4 MI W FROM FILLMORE.
 NG0030'0.35 MILE WEST ALONG COUNTY ROAD 442 FROM THE CROSSING OF THE
 NG0030'CHESAPEAKE AND OHIO RAILWAY AT FILLMORE, AT THE INTERSECTION OF
 NG0030'STATE HIGHWAY 40, 27 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 NG0030'ROAD, 46 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 NG0030'NORTHWEST OF A POWER POLE, 13 FEET NORTHEAST OF THE NORTH END OF
 NG0030'A CONCRETE PIPE CULVERT UNDER ROAD EAST, 2 FEET SOUTH OF A WHITE
 NG0030'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 NG0030'A CONCRETE POST PROJECTING 6 INCHES.
 NG0030
 NG0030                          STATION RECOVERY (1984)
 NG0030
 NG0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0030'RECOVERED IN GOOD CONDITION, NOT LEVELED TO IN 1984, NOT NEEDED FOR
 NG0030'TIE.  NOTE, DELETE 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ALSO
 NG0030'DELETE PROJECTING 6 INCHES.  ADD, PROJECTS 9 CENTIMETERS.
 NG0030
 NG0030                          STATION RECOVERY (1988)
 NG0030
 NG0030'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0994 ***********************************************************************
 NF0994  DESIGNATION -  E 159
 NF0994  PID         -  NF0994
 NF0994  STATE/COUNTY-  MI/ALLEGAN
 NF0994  USGS QUAD   -  BURNIPS (1981)
 NF0994
 NF0994                         *CURRENT SURVEY CONTROL
 NF0994  ___________________________________________________________________
 NF0994* NAD 83(1986)-  42 44 23.     (N)    085 50 24.     (W)     SCALED    
 NF0994* NAVD 88     -       212.682  (meters)     697.77   (feet)  ADJUSTED  
 NF0994  ___________________________________________________________________
 NF0994  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF0994  DYNAMIC HT  -         212.627 (meters)     697.59  (feet)  COMP
 NF0994  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 NF0994
 NF0994  VERT ORDER  -  SECOND    CLASS 0
 NF0994
 NF0994.The horizontal coordinates were scaled from a topographic map and have
 NF0994.an estimated accuracy of +/- 6 seconds.
 NF0994
 NF0994.The orthometric height was determined by differential leveling
 NF0994.and adjusted by the National Geodetic Survey in June 1991..
 NF0994
 NF0994.The geoid height was determined by GEOID03.
 NF0994
 NF0994.The dynamic height is computed by dividing the NAVD 88
 NF0994.geopotential number by the normal gravity value computed on the
 NF0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0994.degrees latitude (g = 980.6199 gals.).
 NF0994
 NF0994.The modeled gravity was interpolated from observed gravity values.
 NF0994
 NF0994;                    North         East    Units  Estimated Accuracy
 NF0994;SPC MI S     -   138,760.    3,879,370.      MT  (+/- 180 meters Scaled)
 NF0994
 NF0994                          SUPERSEDED SURVEY CONTROL
 NF0994
 NF0994  NGVD 29 (??/??/92)  212.818  (m)          698.22   (f) ADJ UNCH    2 0
 NF0994
 NF0994.Superseded values are not recommended for survey control.
 NF0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0994.See file dsdata.txt to determine how the superseded data were derived.
 NF0994
 NF0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN949325(NAD 83)
 NF0994_MARKER: DB = BENCH MARK DISK
 NF0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0994_STAMPING: E 159 1948
 NF0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0994+STABILITY: SURFACE MOTION
 NF0994
 NF0994  HISTORY     - Date     Condition        Report By
 NF0994  HISTORY     - 1948     MONUMENTED       CGS
 NF0994  HISTORY     - 1987     GOOD             USPSQD
 NF0994  HISTORY     - 1989     GOOD             USPSQD
 NF0994
 NF0994                          STATION DESCRIPTION
 NF0994
 NF0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0994'0.7 MI N FROM BURNIPS.
 NF0994'0.7 MILE NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0994'SET IN THE NORTHEAST CORNER OF AN EAST-WEST CROSSROAD AT A
 NF0994'LARGE CEMETERY IN SOUTHEAST AND SOUTHWEST QUARTER OF
 NF0994'INTERSECTION, 50 FEET EAST OF THE CENTER LINE OF THE ROAD, 26
 NF0994'FEET NORTH OF THE CENTER LINE OF THE CROSSROAD, 4 1/2 FEET EAST
 NF0994'OF A TELEPHONE POLE BRACE POLE AND IN LINE WITH THE ROW OF POLES
 NF0994'WEST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0994'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0994'6 INCHES.
 NF0994
 NF0994                          STATION RECOVERY (1987)
 NF0994
 NF0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0994'RECOVERED IN GOOD CONDITION.
 NF0994
 NF0994                          STATION RECOVERY (1989)
 NF0994
 NF0994'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0275 ***********************************************************************
 OK0275  DESIGNATION -  E 16
 OK0275  PID         -  OK0275
 OK0275  STATE/COUNTY-  MI/MECOSTA
 OK0275  USGS QUAD   -  CHIPPEWA LAKE SOUTH (1985)
 OK0275
 OK0275                         *CURRENT SURVEY CONTROL
 OK0275  ___________________________________________________________________
 OK0275* NAD 83(1986)-  43 39 18.     (N)    085 16 55.     (W)     SCALED    
 OK0275* NAVD 88     -       316.524  (meters)    1038.46   (feet)  ADJUSTED  
 OK0275  ___________________________________________________________________
 OK0275  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 OK0275  DYNAMIC HT  -         316.467 (meters)    1038.28  (feet)  COMP
 OK0275  MODELED GRAV-     980,431.6   (mgal)                       NAVD 88
 OK0275
 OK0275  VERT ORDER  -  FIRST     CLASS II
 OK0275
 OK0275.The horizontal coordinates were scaled from a topographic map and have
 OK0275.an estimated accuracy of +/- 6 seconds.
 OK0275
 OK0275.The orthometric height was determined by differential leveling
 OK0275.and adjusted by the National Geodetic Survey in June 1991..
 OK0275
 OK0275.The geoid height was determined by GEOID03.
 OK0275
 OK0275.The dynamic height is computed by dividing the NAVD 88
 OK0275.geopotential number by the normal gravity value computed on the
 OK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0275.degrees latitude (g = 980.6199 gals.).
 OK0275
 OK0275.The modeled gravity was interpolated from observed gravity values.
 OK0275
 OK0275;                    North         East    Units  Estimated Accuracy
 OK0275;SPC MI S     -   239,780.    3,926,170.      MT  (+/- 180 meters Scaled)
 OK0275
 OK0275                          SUPERSEDED SURVEY CONTROL
 OK0275
 OK0275  NGVD 29 (??/??/92)  316.638  (m)         1038.84   (f) ADJ UNCH    1 2
 OK0275
 OK0275.Superseded values are not recommended for survey control.
 OK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0275.See file dsdata.txt to determine how the superseded data were derived.
 OK0275
 OK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP385349(NAD 83)
 OK0275_MARKER: DB = BENCH MARK DISK
 OK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0275_STAMPING: E 16 1916 ELEV 1038.836 FT.
 OK0275_MARK LOGO: CGS   
 OK0275_PROJECTION: FLUSH
 OK0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0275+STABILITY: SURFACE MOTION
 OK0275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0275+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0275
 OK0275  HISTORY     - Date     Condition        Report By
 OK0275  HISTORY     - 1916     MONUMENTED       CGS
 OK0275  HISTORY     - 1934     GOOD             NGS
 OK0275  HISTORY     - 19921111 GOOD             NGS
 OK0275  HISTORY     - 20010626 GOOD             USPSQD
 OK0275
 OK0275                          STATION DESCRIPTION
 OK0275
 OK0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0275'2.7 MI SE FROM RODNEY.
 OK0275'2.7 MILES SOUTHEAST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0275'AT RODNEY, 0.3 MILE SOUTHESAT OF MILEPOST 11, AT AN EAST-AND-WEST
 OK0275'DIRT-ROAD CROSSING, 51 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OK0275'AND 45.0 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 OK0275'DISK STAMPED ELEV. 1038.836 FT. E 16 1916 AND SET IN THE TOP
 OK0275'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0275
 OK0275                          STATION RECOVERY (1992)
 OK0275
 OK0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0275'3.1 KM (1.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 OK0275'IN MECOSTA, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG 90TH AVENUE,
 OK0275'THENCE 1.3 KM (0.80 MI) WESTERLY ALONG 13-MILE ROAD, 20.6 M (67.6 FT)
 OK0275'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 15.7 M (51.5 FT) NORTH
 OK0275'OF THE ROAD CENTER, 5.1 M (16.7 FT) NORTHWEST OF THE CENTER OF A
 OK0275'DRIVEWAY, 2.0 M (6.6 FT) NORTHWEST OF A WITNESS POST AND FENCE, 1.0 M
 OK0275'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS 0.1
 OK0275'M (0.3 FT) ABOVE THE GROUND SURFACE.
 OK0275
 OK0275                          STATION RECOVERY (2001)
 OK0275
 OK0275'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0275'TO REACH FROM THE INTERSECTION OF CASS AND MAIN ST. IN MECOSTA, MI. GO
 OK0275'WEST ON MAIN (HIGHWAY 20) FOR 2.0 MILES TO CROSS ROAD RIGHT. TURN
 OK0275'RIGHT AND GO NORTH ON 90TH ST. FOR 2.0 MILES TO A CROSS ROAD LEFT.
 OK0275'TURN LEFT AND GO WEST ON 13 MILE ROAD TO STATION ON THE RIGHT AT 9824
 OK0275'13 MILE RD. 51 FT NORTH OF CENTERLINE OF ROAD. 48 FT N.E OF CENTER
 OK0275'LINE OF ABANDONED RAILROAD GRADE. PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0133 ***********************************************************************
 RL0133  DESIGNATION -  E 161
 RL0133  PID         -  RL0133
 RL0133  STATE/COUNTY-  MI/BARAGA
 RL0133  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0133
 RL0133                         *CURRENT SURVEY CONTROL
 RL0133  ___________________________________________________________________
 RL0133* NAD 83(1986)-  46 46 48.     (N)    088 10 47.     (W)     SCALED    
 RL0133* NAVD 88     -       393.111  (meters)    1289.73   (feet)  ADJUSTED  
 RL0133  ___________________________________________________________________
 RL0133  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 RL0133  DYNAMIC HT  -         393.127 (meters)    1289.78  (feet)  COMP
 RL0133  MODELED GRAV-     980,643.9   (mgal)                       NAVD 88
 RL0133
 RL0133  VERT ORDER  -  SECOND    CLASS 0
 RL0133
 RL0133.The horizontal coordinates were scaled from a topographic map and have
 RL0133.an estimated accuracy of +/- 6 seconds.
 RL0133
 RL0133.The orthometric height was determined by differential leveling
 RL0133.and adjusted by the National Geodetic Survey in June 1991..
 RL0133
 RL0133.The geoid height was determined by GEOID03.
 RL0133
 RL0133.The dynamic height is computed by dividing the NAVD 88
 RL0133.geopotential number by the normal gravity value computed on the
 RL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0133.degrees latitude (g = 980.6199 gals.).
 RL0133
 RL0133.The modeled gravity was interpolated from observed gravity values.
 RL0133
 RL0133;                    North         East    Units  Estimated Accuracy
 RL0133;SPC MI N     -   222,590.    7,909,920.      MT  (+/- 180 meters Scaled)
 RL0133
 RL0133                          SUPERSEDED SURVEY CONTROL
 RL0133
 RL0133  NGVD 29 (??/??/92)  393.072  (m)         1289.60   (f) ADJ UNCH    2 0
 RL0133
 RL0133.Superseded values are not recommended for survey control.
 RL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0133.See file dsdata.txt to determine how the superseded data were derived.
 RL0133
 RL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS099813(NAD 83)
 RL0133_MARKER: DB = BENCH MARK DISK
 RL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0133_STAMPING: E 161 1948
 RL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0133+STABILITY: SURFACE MOTION
 RL0133
 RL0133  HISTORY     - Date     Condition        Report By
 RL0133  HISTORY     - 1948     MONUMENTED       CGS
 RL0133
 RL0133                          STATION DESCRIPTION
 RL0133
 RL0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0133'16 MI E FROM L ANSE.
 RL0133'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0133'SOUTH SHORE AND ATLANTIC RAILWAY STATION, THENCE ABOUT 4.05
 RL0133'MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD, THENCE
 RL0133'ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT 2.3 MILES
 RL0133'EAST ALONG A LOGGING TRAIL, THENCE ABOUT 0.2 MILE NORTHEAST
 RL0133'AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER, THENCE ABOUT
 RL0133'1.2 MILES NORTHEAST AND ABOUT 0.35 MILE NORTH ALONG LOGGING
 RL0133'TRAILS, AT THE JUNCTION OF A TRAIL NORTHWEST-SOUTHEAST, 30 FEET
 RL0133'SOUTHWEST OF THE CENTER LINE OF THE TRAIL NORTHWEST, 47 FEET
 RL0133'WEST OF THE CENTER LINE OF THE TRAIL NORTH, 9.5 FEET SOUTHWEST
 RL0133'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 19 FEET
 RL0133'NORTH-NORTHWEST OF A TRIANGULAR BLAZED 10-INCH HEMLOCK TREE,
 RL0133'ABOUT LEVEL WITH THE TRAILS AND SET IN THE TOP OF A CONCRETE
 RL0133'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0936 ***********************************************************************
 NF0936  DESIGNATION -  E 162
 NF0936  PID         -  NF0936
 NF0936  STATE/COUNTY-  MI/ALLEGAN
 NF0936  USGS QUAD   -  MILLGROVE (1981)
 NF0936
 NF0936                         *CURRENT SURVEY CONTROL
 NF0936  ___________________________________________________________________
 NF0936* NAD 83(1986)-  42 33 09.     (N)    085 58 45.     (W)     SCALED    
 NF0936* NAVD 88     -       192.172  (meters)     630.48   (feet)  ADJUSTED  
 NF0936  ___________________________________________________________________
 NF0936  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0936  DYNAMIC HT  -         192.120 (meters)     630.31  (feet)  COMP
 NF0936  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 NF0936
 NF0936  VERT ORDER  -  SECOND    CLASS 0
 NF0936
 NF0936.The horizontal coordinates were scaled from a topographic map and have
 NF0936.an estimated accuracy of +/- 6 seconds.
 NF0936
 NF0936.The orthometric height was determined by differential leveling
 NF0936.and adjusted by the National Geodetic Survey in June 1991..
 NF0936
 NF0936.The geoid height was determined by GEOID03.
 NF0936
 NF0936.The dynamic height is computed by dividing the NAVD 88
 NF0936.geopotential number by the normal gravity value computed on the
 NF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0936.degrees latitude (g = 980.6199 gals.).
 NF0936
 NF0936.The modeled gravity was interpolated from observed gravity values.
 NF0936
 NF0936;                    North         East    Units  Estimated Accuracy
 NF0936;SPC MI S     -   118,180.    3,867,580.      MT  (+/- 180 meters Scaled)
 NF0936
 NF0936                          SUPERSEDED SURVEY CONTROL
 NF0936
 NF0936  NGVD 29 (??/??/92)  192.314  (m)          630.95   (f) ADJ UNCH    2 0
 NF0936
 NF0936.Superseded values are not recommended for survey control.
 NF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0936.See file dsdata.txt to determine how the superseded data were derived.
 NF0936
 NF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN838116(NAD 83)
 NF0936_MARKER: DB = BENCH MARK DISK
 NF0936_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0936_SP_SET: ABUTMENT
 NF0936_STAMPING: E 162 1948
 NF0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0936
 NF0936  HISTORY     - Date     Condition        Report By
 NF0936  HISTORY     - 1948     MONUMENTED       CGS
 NF0936  HISTORY     - 1983     GOOD
 NF0936  HISTORY     - 1988     GOOD             USPSQD
 NF0936  HISTORY     - 19950817 GOOD             USPSQD
 NF0936
 NF0936                          STATION DESCRIPTION
 NF0936
 NF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0936'6 MI E FROM PEARL.
 NF0936'5.95 MILES EAST ALONG STATE HIGHWAY 89 FROM THE CROSSING OF THE
 NF0936'CHESAPEAKE AND OHIO RAILWAY AT PEARL, ABOUT 0.85 MILE EAST OF THE
 NF0936'CROSSROADS AND THE ALLEGAN FOREST, MICHIGAN CONSERVATION
 NF0936'DEPARTMENT HEADQUARTERS, SET IN THE TOP OF THE NORTH END OF THE
 NF0936'EAST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE OVER SWAN RIVER, 14 FEET
 NF0936'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT NORTH OF THE
 NF0936'CONCRETE BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
 NF0936
 NF0936                          STATION RECOVERY (1983)
 NF0936
 NF0936'RECOVERED 1983
 NF0936'RECOVERED IN GOOD CONDITION.
 NF0936
 NF0936                          STATION RECOVERY (1988)
 NF0936
 NF0936'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0936'RECOVERED IN GOOD CONDITION.
 NF0936
 NF0936                          STATION RECOVERY (1995)
 NF0936
 NF0936'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0936'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0077 ***********************************************************************
 RL0077  DESIGNATION -  E 163
 RL0077  PID         -  RL0077
 RL0077  STATE/COUNTY-  MI/BARAGA
 RL0077  USGS QUAD   -  L'ANSE (1985)
 RL0077
 RL0077                         *CURRENT SURVEY CONTROL
 RL0077  ___________________________________________________________________
 RL0077* NAD 83(1986)-  46 49 41.     (N)    088 23 32.     (W)     SCALED    
 RL0077* NAVD 88     -       190.342  (meters)     624.48   (feet)  ADJUSTED  
 RL0077  ___________________________________________________________________
 RL0077  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 RL0077  DYNAMIC HT  -         190.352 (meters)     624.51  (feet)  COMP
 RL0077  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RL0077
 RL0077  VERT ORDER  -  SECOND    CLASS 0
 RL0077
 RL0077.The horizontal coordinates were scaled from a topographic map and have
 RL0077.an estimated accuracy of +/- 6 seconds.
 RL0077
 RL0077.The orthometric height was determined by differential leveling
 RL0077.and adjusted by the National Geodetic Survey in June 1991..
 RL0077
 RL0077.The geoid height was determined by GEOID03.
 RL0077
 RL0077.The dynamic height is computed by dividing the NAVD 88
 RL0077.geopotential number by the normal gravity value computed on the
 RL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0077.degrees latitude (g = 980.6199 gals.).
 RL0077
 RL0077.The modeled gravity was interpolated from observed gravity values.
 RL0077
 RL0077;                    North         East    Units  Estimated Accuracy
 RL0077;SPC MI N     -   228,200.    7,893,790.      MT  (+/- 180 meters Scaled)
 RL0077
 RL0077                          SUPERSEDED SURVEY CONTROL
 RL0077
 RL0077  NGVD 29 (??/??/92)  190.312  (m)          624.38   (f) ADJ UNCH    2 0
 RL0077
 RL0077.Superseded values are not recommended for survey control.
 RL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0077.See file dsdata.txt to determine how the superseded data were derived.
 RL0077
 RL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS938869(NAD 83)
 RL0077_MARKER: DB = BENCH MARK DISK
 RL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0077_STAMPING: E 163 1948
 RL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0077+STABILITY: SURFACE MOTION
 RL0077
 RL0077  HISTORY     - Date     Condition        Report By
 RL0077  HISTORY     - 1948     MONUMENTED       CGS
 RL0077  HISTORY     - 20050705 MARK NOT FOUND   GEOCAC
 RL0077
 RL0077                          STATION DESCRIPTION
 RL0077
 RL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0077'5.9 MI N FROM L ANSE.
 RL0077'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0077'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0077'NORTH ALONG A GRAVEL ROAD, TEHNCE ABOUT 2.45 MILES NORTHEAST
 RL0077'ALONG THE PEQUAMING ROAD, ABOUT 0.4 MILE NORTHEAST OF THE
 RL0077'JUNCTION OF PIKES PEAK ROAD EAST, AT THE SOUTHWEST END OF A
 RL0077'20-FOOT CUT AND AT A DIM TRAIL EAST BETWEEN TWO 20-FOOT CUTS,
 RL0077'65 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION, 48 FEET
 RL0077'EAST-NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT
 RL0077'UNDER ROAD, 31 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 RL0077'21 FEET WEST OF A TRIANGULAR BLAZED 8-INCH SPRUCE TREE, 3 FEET
 RL0077'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0077'3 INCHES.
 RL0077
 RL0077                          STATION RECOVERY (2005)
 RL0077
 RL0077'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0077'THE DIM TRAIL EAST HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0131 ***********************************************************************
 RK0131  DESIGNATION -  E 165
 RK0131  PID         -  RK0131
 RK0131  STATE/COUNTY-  MI/MARQUETTE
 RK0131  USGS QUAD   -  MARQUETTE (1975)
 RK0131
 RK0131                         *CURRENT SURVEY CONTROL
 RK0131  ___________________________________________________________________
 RK0131* NAD 83(1986)-  46 34 48.     (N)    087 25 36.     (W)     SCALED    
 RK0131* NAVD 88     -       207.670  (meters)     681.33   (feet)  ADJUSTED  
 RK0131  ___________________________________________________________________
 RK0131  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0131  DYNAMIC HT  -         207.690 (meters)     681.40  (feet)  COMP
 RK0131  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 RK0131
 RK0131  VERT ORDER  -  SECOND    CLASS 0
 RK0131
 RK0131.The horizontal coordinates were scaled from a topographic map and have
 RK0131.an estimated accuracy of +/- 6 seconds.
 RK0131
 RK0131.The orthometric height was determined by differential leveling
 RK0131.and adjusted by the National Geodetic Survey in June 1991..
 RK0131
 RK0131.The geoid height was determined by GEOID03.
 RK0131
 RK0131.The dynamic height is computed by dividing the NAVD 88
 RK0131.geopotential number by the normal gravity value computed on the
 RK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0131.degrees latitude (g = 980.6199 gals.).
 RK0131
 RK0131.The modeled gravity was interpolated from observed gravity values.
 RK0131
 RK0131;                    North         East    Units  Estimated Accuracy
 RK0131;SPC MI N     -   199,780.    7,967,300.      MT  (+/- 180 meters Scaled)
 RK0131
 RK0131                          SUPERSEDED SURVEY CONTROL
 RK0131
 RK0131  NGVD 29 (??/??/92)  207.633  (m)          681.21   (f) ADJ UNCH    2 0
 RK0131
 RK0131.Superseded values are not recommended for survey control.
 RK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0131.See file dsdata.txt to determine how the superseded data were derived.
 RK0131
 RK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS673585(NAD 83)
 RK0131_MARKER: DB = BENCH MARK DISK
 RK0131_SETTING: 66 = SET IN ROCK OUTCROP
 RK0131_SP_SET: ROCK OUTCROP
 RK0131_STAMPING: E 165 1948
 RK0131_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0131+STABILITY: POSITION/ELEVATION WELL
 RK0131
 RK0131  HISTORY     - Date     Condition        Report By
 RK0131  HISTORY     - 1948     MONUMENTED       CGS
 RK0131
 RK0131                          STATION DESCRIPTION
 RK0131
 RK0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0131'2.8 MI NW FROM MARQUETTE.
 RK0131'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0131'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 2.25 MILES
 RK0131'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.5 MILE NORTHWEST OF
 RK0131'THE CROSSING OF THE LAKE SUPERIOR AND ISHPEMING RAILWAY, SET IN
 RK0131'THE TOP OF THE NORTHWEST END OF A LARGE PROMINENT OUTCROPPING
 RK0131'OF ROCK, 116 FEET NORTH AND ACROSS THE ROAD FROM A TRANSFORMERS
 RK0131'POWER POLE, 83 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 RK0131'CORNER OF A HOUSE, 33 FEET EAST-NORTHEAST OF THE CENTER LINE
 RK0131'OF THE ROAD, 50 FEET SOUTHEAST OF A TRIANGULAR BLAZED 7-INCH
 RK0131'PINE TREE, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK
 RK0131'AND ABOUT 5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0453 ***********************************************************************
 NF0453  DESIGNATION -  E 166
 NF0453  PID         -  NF0453
 NF0453  STATE/COUNTY-  MI/IONIA
 NF0453  USGS QUAD   -  LAKE ODESSA (1978)
 NF0453
 NF0453                         *CURRENT SURVEY CONTROL
 NF0453  ___________________________________________________________________
 NF0453* NAD 83(1986)-  42 46 12.     (N)    085 13 57.     (W)     SCALED    
 NF0453* NAVD 88     -       254.331  (meters)     834.42   (feet)  ADJUSTED  
 NF0453  ___________________________________________________________________
 NF0453  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF0453  DYNAMIC HT  -         254.256 (meters)     834.17  (feet)  COMP
 NF0453  MODELED GRAV-     980,319.6   (mgal)                       NAVD 88
 NF0453
 NF0453  VERT ORDER  -  SECOND    CLASS 0
 NF0453
 NF0453.The horizontal coordinates were scaled from a topographic map and have
 NF0453.an estimated accuracy of +/- 6 seconds.
 NF0453
 NF0453.The orthometric height was determined by differential leveling
 NF0453.and adjusted by the National Geodetic Survey in June 1991..
 NF0453
 NF0453.The geoid height was determined by GEOID03.
 NF0453
 NF0453.The dynamic height is computed by dividing the NAVD 88
 NF0453.geopotential number by the normal gravity value computed on the
 NF0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0453.degrees latitude (g = 980.6199 gals.).
 NF0453
 NF0453.The modeled gravity was interpolated from observed gravity values.
 NF0453
 NF0453;                    North         East    Units  Estimated Accuracy
 NF0453;SPC MI S     -   141,430.    3,929,140.      MT  (+/- 180 meters Scaled)
 NF0453
 NF0453                          SUPERSEDED SURVEY CONTROL
 NF0453
 NF0453  NGVD 29 (??/??/92)  254.452  (m)          834.81   (f) ADJ UNCH    2 0
 NF0453
 NF0453.Superseded values are not recommended for survey control.
 NF0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0453.See file dsdata.txt to determine how the superseded data were derived.
 NF0453
 NF0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN446367(NAD 83)
 NF0453_MARKER: DB = BENCH MARK DISK
 NF0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0453_STAMPING: E 166 1948
 NF0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0453+STABILITY: SURFACE MOTION
 NF0453
 NF0453  HISTORY     - Date     Condition        Report By
 NF0453  HISTORY     - 1948     MONUMENTED       CGS
 NF0453  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0453
 NF0453                          STATION DESCRIPTION
 NF0453
 NF0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0453'4.8 MI E FROM FREEPORT.
 NF0453'0.25 MILE NORTH ALONG FREEPORT AVENUE FROM THE SCHOOL AT FREEPORT,
 NF0453'THENCE ABOUT 4.6 MILES EAST ALONG WOLF STREET AND THE IONIA-BARRY
 NF0453'COUNTY LINE ROAD, AT A CROSS ROAD, 188 FEET WEST-NORTHWEST OF THE
 NF0453'CENTER OF THE INTERSECTION, 53 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 NF0453'CORNER OF CHURCH BUILDING NO. 14935, ABOUT 0.1 MILE EAST OF A
 NF0453'CEMETERY NORTH OF ROAD, 25 FEET NORTH OF THE CENTER LINE OF THE
 NF0453'ROAD, 14 FEET EAST-NORTHEAST OF A FENCE CORNER, 9 FEET EAST-NORTHEAST
 NF0453'OF A 10-INCH ELM TREE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 NF0453'POST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0453'POST PROJECTING 1 INCH.  MARK MAY BE REACHED FROM CLARKSVILLE, IONIA
 NF0453'COUNTY BY GOING ABOUT 1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE
 NF0453'AND OHIO RAILROAD FROM THE STATION, THENCE ABOUT 2.6 MILES SOUTH
 NF0453'ALONG ELM ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIM ROAD,
 NF0453'THENCE ABOUT 1.0 MILE WEST ALONG THE IONIA-BARRY COUNTY LINE ROAD.
 NF0453
 NF0453                          STATION RECOVERY (1985)
 NF0453
 NF0453'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0399 ***********************************************************************
 NF0399  DESIGNATION -  E 167
 NF0399  PID         -  NF0399
 NF0399  STATE/COUNTY-  MI/KENT
 NF0399  USGS QUAD   -  ALTO (1978)
 NF0399
 NF0399                         *CURRENT SURVEY CONTROL
 NF0399  ___________________________________________________________________
 NF0399* NAD 83(1986)-  42 49 37.     (N)    085 27 30.     (W)     SCALED    
 NF0399* NAVD 88     -       243.534  (meters)     798.99   (feet)  ADJUSTED  
 NF0399  ___________________________________________________________________
 NF0399  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0399  DYNAMIC HT  -         243.467 (meters)     798.77  (feet)  COMP
 NF0399  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NF0399
 NF0399  VERT ORDER  -  SECOND    CLASS 0
 NF0399
 NF0399.The horizontal coordinates were scaled from a topographic map and have
 NF0399.an estimated accuracy of +/- 6 seconds.
 NF0399
 NF0399.The orthometric height was determined by differential leveling
 NF0399.and adjusted by the National Geodetic Survey in June 1991..
 NF0399
 NF0399.The geoid height was determined by GEOID03.
 NF0399
 NF0399.The dynamic height is computed by dividing the NAVD 88
 NF0399.geopotential number by the normal gravity value computed on the
 NF0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0399.degrees latitude (g = 980.6199 gals.).
 NF0399
 NF0399.The modeled gravity was interpolated from observed gravity values.
 NF0399
 NF0399;                    North         East    Units  Estimated Accuracy
 NF0399;SPC MI S     -   147,970.    3,910,750.      MT  (+/- 180 meters Scaled)
 NF0399
 NF0399                          SUPERSEDED SURVEY CONTROL
 NF0399
 NF0399  NGVD 29 (??/??/92)  243.66   (m)          799.4    (f) COMPUTED    2 0
 NF0399
 NF0399.Superseded values are not recommended for survey control.
 NF0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0399.See file dsdata.txt to determine how the superseded data were derived.
 NF0399
 NF0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN260427(NAD 83)
 NF0399_MARKER: DB = BENCH MARK DISK
 NF0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0399_STAMPING: E 167 1948
 NF0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0399+STABILITY: SURFACE MOTION
 NF0399
 NF0399  HISTORY     - Date     Condition        Report By
 NF0399  HISTORY     - 1948     MONUMENTED       CGS
 NF0399  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0399  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0399
 NF0399                          STATION DESCRIPTION
 NF0399
 NF0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0399'3.9 MI SW FROM MC CORDS.
 NF0399'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0399'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 3.1 MILES
 NF0399'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE JUNCTION OF 76TH
 NF0399'STREET SE LEADING EAST, 51 FEET NORTHEAST OF THE CENTER OF THE
 NF0399'JUNCTION, 42 FEET EAST OF THE CENTER LINE OF WHITNEYVILLE AVENUE,
 NF0399'11 1/2 FEET SOUTHEAST OF A FENCE CORNER, 9 FEET WEST-NORTHWEST
 NF0399'OF A 20-INCH HICKORY TREE, 9 FEET EAST OF A STREET SIGN POST,
 NF0399'1 FOOT SOUTHWEST OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE
 NF0399'WOODEN WITNESS POST, 4 FEET ABOVE THE JUNCTION AND SET IN THE
 NF0399'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0399
 NF0399                          STATION RECOVERY (1989)
 NF0399
 NF0399'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0399'MARK NOT FOUND.
 NF0399
 NF0399                          STATION RECOVERY (2001)
 NF0399
 NF0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0399'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0400 ***********************************************************************
 NF0400  DESIGNATION -  E 167 RESET 1963
 NF0400  PID         -  NF0400
 NF0400  STATE/COUNTY-  MI/KENT
 NF0400  USGS QUAD   -  ALTO (1978)
 NF0400
 NF0400                         *CURRENT SURVEY CONTROL
 NF0400  ___________________________________________________________________
 NF0400* NAD 83(1986)-  42 49 37.     (N)    085 27 30.     (W)     SCALED    
 NF0400* NAVD 88     -       242.31   (+/-2cm)     795.0    (feet)  VERTCON   
 NF0400  ___________________________________________________________________
 NF0400  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0400
 NF0400  VERT ORDER  -  THIRD (See Below)
 NF0400
 NF0400.The horizontal coordinates were scaled from a topographic map and have
 NF0400.an estimated accuracy of +/- 6 seconds.
 NF0400
 NF0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0400.The vertical order pertains to the NGVD 29 superseded value.
 NF0400
 NF0400.The geoid height was determined by GEOID03.
 NF0400
 NF0400;                    North         East    Units  Estimated Accuracy
 NF0400;SPC MI S     -   147,970.    3,910,750.      MT  (+/- 180 meters Scaled)
 NF0400
 NF0400                          SUPERSEDED SURVEY CONTROL
 NF0400
 NF0400  NGVD 29 (??/??/??)  242.44   (m)          795.4    (f) RESET       3  
 NF0400
 NF0400.Superseded values are not recommended for survey control.
 NF0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0400.See file dsdata.txt to determine how the superseded data were derived.
 NF0400
 NF0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN260427(NAD 83)
 NF0400_MARKER: DB = BENCH MARK DISK
 NF0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0400_STAMPING: E 167 RESET 1963
 NF0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0400+STABILITY: SURFACE MOTION
 NF0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0400+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2003
 NF0400
 NF0400  HISTORY     - Date     Condition        Report By
 NF0400  HISTORY     - 1964     MONUMENTED       MI-081
 NF0400  HISTORY     - 1985     GOOD             USPSQD
 NF0400  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0400  HISTORY     - 20030918 GOOD             INDIV
 NF0400
 NF0400                          STATION DESCRIPTION
 NF0400
 NF0400'DESCRIBED BY KENT COUNTY MICHIGAN 1964
 NF0400'3.9 MI SSW FROM MC CORDS.
 NF0400'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 NF0400'CROSSING OF MC CORDS AVE. AT MC CORDS, THENCE ABOUT 3.1 MILES
 NF0400'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE JUNCTION OF 76TH STREET,
 NF0400'60 FEET NORTHEAST OF THE CENTER OF JUNCTION, 40.5 FEET EAST
 NF0400'OF THE CENTERLINE OF WHITNEYVILLE AVENUE, 45 FEET NORTH OF THE
 NF0400'CENTERLINE OF 76TH STREET, 72.5 FEET SOUTH OF A CONCRETE
 NF0400'RIGHT-OF-WAY MARKER, 1 FOOT BELOW THE JUNCTION AND SET IN THE
 NF0400'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 NF0400
 NF0400                          STATION RECOVERY (1985)
 NF0400
 NF0400'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0400'RECOVERED IN GOOD CONDITION.
 NF0400
 NF0400                          STATION RECOVERY (1999)
 NF0400
 NF0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0400'MARK NOT FOUND.
 NF0400
 NF0400                          STATION RECOVERY (2003)
 NF0400
 NF0400'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0400'WITNESSES TO MARK -
 NF0400'S 1/4 COR. SEC. 11, T5N, R11W S47D42M40SW 54.41' (16.68 M)
 NF0400'POWER POLE WSW 81.3' (24.8 M)       STOP SIGN SSE 27.5' (8.4 M)
 NF0400'RIGHT-OF-WAY MONUMENT ESE 77.7' (23.7 M)
 NF0400'RIGHT-OF-WAY MONUMENT NNW 72.0' (21.9 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0451 ***********************************************************************
 NF0451  DESIGNATION -  E 169
 NF0451  PID         -  NF0451
 NF0451  STATE/COUNTY-  MI/BARRY
 NF0451  USGS QUAD   -  HASTINGS (1982)
 NF0451
 NF0451                         *CURRENT SURVEY CONTROL
 NF0451  ___________________________________________________________________
 NF0451* NAD 83(1986)-  42 40 03.     (N)    085 20 57.     (W)     SCALED    
 NF0451* NAVD 88     -       242.052  (meters)     794.13   (feet)  ADJUSTED  
 NF0451  ___________________________________________________________________
 NF0451  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF0451  DYNAMIC HT  -         241.979 (meters)     793.89  (feet)  COMP
 NF0451  MODELED GRAV-     980,314.5   (mgal)                       NAVD 88
 NF0451
 NF0451  VERT ORDER  -  SECOND    CLASS 0
 NF0451
 NF0451.This mark is at Hastings Airport (9D9)
 NF0451
 NF0451.The horizontal coordinates were scaled from a topographic map and have
 NF0451.an estimated accuracy of +/- 6 seconds.
 NF0451
 NF0451.The orthometric height was determined by differential leveling
 NF0451.and adjusted by the National Geodetic Survey in June 1991..
 NF0451
 NF0451.The geoid height was determined by GEOID03.
 NF0451
 NF0451.The dynamic height is computed by dividing the NAVD 88
 NF0451.geopotential number by the normal gravity value computed on the
 NF0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0451.degrees latitude (g = 980.6199 gals.).
 NF0451
 NF0451.The modeled gravity was interpolated from observed gravity values.
 NF0451
 NF0451;                    North         East    Units  Estimated Accuracy
 NF0451;SPC MI S     -   130,150.    3,919,460.      MT  (+/- 180 meters Scaled)
 NF0451
 NF0451                          SUPERSEDED SURVEY CONTROL
 NF0451
 NF0451  NGVD 29 (??/??/92)  242.175  (m)          794.54   (f) ADJ UNCH    2 0
 NF0451
 NF0451.Superseded values are not recommended for survey control.
 NF0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0451.See file dsdata.txt to determine how the superseded data were derived.
 NF0451
 NF0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN352252(NAD 83)
 NF0451_MARKER: DB = BENCH MARK DISK
 NF0451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0451_SP_SET: FURNACE FOUNDATION
 NF0451_STAMPING: E 169 1948
 NF0451_MARK LOGO: CGS   
 NF0451_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0451+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF0451
 NF0451  HISTORY     - Date     Condition        Report By
 NF0451  HISTORY     - 1948     MONUMENTED       CGS
 NF0451  HISTORY     - 1979     MARK NOT FOUND   USGS
 NF0451  HISTORY     - 1987     GOOD             USPSQD
 NF0451  HISTORY     - 19951118 GOOD             MI-015
 NF0451  HISTORY     - 19970304 GOOD             USPSQD
 NF0451  HISTORY     - 20050409 GOOD             USPSQD
 NF0451
 NF0451                          STATION DESCRIPTION
 NF0451
 NF0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0451'4.8 MI NW FROM HASTINGS.
 NF0451'0.2 MILE SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0451'HASTINGS, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE HIGHWAY 37,
 NF0451'THENCE ABOUT 0.7 MILE NORTH AND ABOUT 0.25 MILE EAST ALONG GRAVEL
 NF0451'ROADS, AT THE HASTINGS AIRPORT, SET VERTICALLY IN THE NORTH FACE
 NF0451'AT THE NORTHEAST CORNER OF THE FOUNDATION OF FURNACE ROOM ON
 NF0451'NORTH SIDE OF THE EAST ONE OF TWO HANGARS, 0.5 FOOT WEST OF THE
 NF0451'NORTHEAST CORNER AND 4 INCHES ABOVE GROUND.
 NF0451
 NF0451                          STATION RECOVERY (1979)
 NF0451
 NF0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 NF0451'MARK NOT FOUND.
 NF0451
 NF0451                          STATION RECOVERY (1987)
 NF0451
 NF0451'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0451'RECOVERED IN GOOD CONDITION.
 NF0451
 NF0451                          STATION RECOVERY (1995)
 NF0451
 NF0451'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0451'0.2 MI (0.3 KM) SOUTH ALONG STATE HIGHWAY 43 FROM THE COURT HOUSE AT
 NF0451'HASTINGS, THENCE 3.65 MI (5.87 KM) NORTHWEST ALONG STATE HIGHWAY 37,
 NF0451'THENCE ABOUT 0.7 MI (1.1 KM) NORTH AND ABOUT 0.25 MILE (0.40 KM) EAST
 NF0451'ALONG GRAVEL ROADS, AT HASTINGS AIRPORT, SET VERTICALLY IN THE NORTH
 NF0451'FACE AT THE NORTHEAST CORNER OF THF FOUNDATION OF FURNACE ROOM ON
 NF0451'NORTH SIDE OF THE EAST ON OF TWO HANGARS, 0.5 FT (15.2 CM) WEST OF THE
 NF0451'NORTHEAST CORNER AND 4 IN ABOVE GROUND. RECOVERY 1995 (BARRY COUNTY
 NF0451'REMONUMENTATION) DISK IS NOW 2 IN.  BELOW GROUND, CORNER OF BUILDING
 NF0451'IS SOUTH-SOUTHWEST 278 FT (84.7 M) FROM THE NORTHEAST CORNER OF
 NF0451'SECTION 10, T-3-N, R-9-W, RUTLAND TOWNSHIP, 14.8 FT (4.5 M) FROM
 NF0451'SOUTHEAST CORNER OF METAL BUILDING. NEW DESCRIPTION.  TO REACH STATION
 NF0451'FROM THE COURTHOUSE IN HASTINGS, GO NORTH FOR 0.35 MI (0.56 KM) TO
 NF0451'STATE ROAD LEFT, TURN LEFT ON STATE ROAD AND GO WEST-NORTHWEST FOR
 NF0451'2.75 MI (4.43 KM) TO ARIPORT ROAD LEFT, TURN LEFT ON AIRPORT ROAD AND
 NF0451'GO WEST 0.45 MI (0.72 KM) TO STATION ON THE LEFT.
 NF0451
 NF0451                          STATION RECOVERY (1997)
 NF0451
 NF0451'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0451'RECOVERED IN GOOD CONDITION.
 NF0451
 NF0451                          STATION RECOVERY (2005)
 NF0451
 NF0451'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0451'FOUND ABOUT 4 IN BELOW GROUND.  WITNESS POST ADDED IMMEDIATELY TO WEST
 NF0451'OF MARK ON SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0334 ***********************************************************************
 OK0334  DESIGNATION -  E 17
 OK0334  PID         -  OK0334
 OK0334  STATE/COUNTY-  MI/MONTCALM
 OK0334  USGS QUAD   -  SHERIDAN (1972)
 OK0334
 OK0334                         *CURRENT SURVEY CONTROL
 OK0334  ___________________________________________________________________
 OK0334* NAD 83(1986)-  43 08 57.     (N)    085 04 44.     (W)     SCALED    
 OK0334* NAVD 88     -       253.638  (meters)     832.14   (feet)  ADJUSTED  
 OK0334  ___________________________________________________________________
 OK0334  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 OK0334  DYNAMIC HT  -         253.583 (meters)     831.96  (feet)  COMP
 OK0334  MODELED GRAV-     980,396.5   (mgal)                       NAVD 88
 OK0334
 OK0334  VERT ORDER  -  FIRST     CLASS II
 OK0334
 OK0334.The horizontal coordinates were scaled from a topographic map and have
 OK0334.an estimated accuracy of +/- 6 seconds.
 OK0334
 OK0334.The orthometric height was determined by differential leveling
 OK0334.and adjusted by the National Geodetic Survey in June 1991..
 OK0334
 OK0334.The geoid height was determined by GEOID03.
 OK0334
 OK0334.The dynamic height is computed by dividing the NAVD 88
 OK0334.geopotential number by the normal gravity value computed on the
 OK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0334.degrees latitude (g = 980.6199 gals.).
 OK0334
 OK0334.The modeled gravity was interpolated from observed gravity values.
 OK0334
 OK0334;                    North         East    Units  Estimated Accuracy
 OK0334;SPC MI S     -   183,430.    3,942,070.      MT  (+/- 180 meters Scaled)
 OK0334
 OK0334                          SUPERSEDED SURVEY CONTROL
 OK0334
 OK0334  NGVD 29 (??/??/92)  253.772  (m)          832.58   (f) ADJ UNCH    1 2
 OK0334
 OK0334.Superseded values are not recommended for survey control.
 OK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0334.See file dsdata.txt to determine how the superseded data were derived.
 OK0334
 OK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN562791(NAD 83)
 OK0334_MARKER: DB = BENCH MARK DISK
 OK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0334_STAMPING: ELEV 832.584 FT E 17 1916
 OK0334_PROJECTION: FLUSH
 OK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0334+STABILITY: SURFACE MOTION
 OK0334
 OK0334  HISTORY     - Date     Condition        Report By
 OK0334  HISTORY     - 1916     MONUMENTED       CGS
 OK0334  HISTORY     - 1934     GOOD             NGS
 OK0334  HISTORY     - 1969     GOOD             USGS
 OK0334  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0334  HISTORY     - 19940622 GOOD             USPSQD
 OK0334  HISTORY     - 20011205 GOOD             NGS
 OK0334
 OK0334                          STATION DESCRIPTION
 OK0334
 OK0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0334'AT FENWICK.
 OK0334'AT FENWICK, ON THE ABANDONED LINE OF THE PERE MARQUETTE RAILWAY,
 OK0334'48 YARDS SOUTH OF THE CENTERLINE OF A CONCRETE COUNTY ROAD
 OK0334'THROUGH FENWICK, 44 FEET EAST OF THE FORMER LOCATION OF THE
 OK0334'TRACK, AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 OK0334'ELEV. 832.584 FT. E 17 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0334'PROJECTING 5 INCHES ABOVE GROUND.
 OK0334
 OK0334                          STATION RECOVERY (1969)
 OK0334
 OK0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0334'RECOVERED IN GOOD CONDITION.
 OK0334
 OK0334                          STATION RECOVERY (1992)
 OK0334
 OK0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0334'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 OK0334'ASSUMED DESTROYED.
 OK0334
 OK0334                          STATION RECOVERY (1994)
 OK0334
 OK0334'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0334'RECOVERED IN GOOD CONDITION.
 OK0334
 OK0334                          STATION RECOVERY (2001)
 OK0334
 OK0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0593 ***********************************************************************
 NF0593  DESIGNATION -  E 170
 NF0593  PID         -  NF0593
 NF0593  STATE/COUNTY-  MI/ALLEGAN
 NF0593  USGS QUAD   -  OTSEGO (1973)
 NF0593
 NF0593                         *CURRENT SURVEY CONTROL
 NF0593  ___________________________________________________________________
 NF0593* NAD 83(1986)-  42 27 00.     (N)    085 38 32.     (W)     SCALED    
 NF0593* NAVD 88     -       224.589  (meters)     736.84   (feet)  ADJUSTED  
 NF0593  ___________________________________________________________________
 NF0593  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NF0593  DYNAMIC HT  -         224.523 (meters)     736.62  (feet)  COMP
 NF0593  MODELED GRAV-     980,322.2   (mgal)                       NAVD 88
 NF0593
 NF0593  VERT ORDER  -  SECOND    CLASS 0
 NF0593
 NF0593.The horizontal coordinates were scaled from a topographic map and have
 NF0593.an estimated accuracy of +/- 6 seconds.
 NF0593
 NF0593.The orthometric height was determined by differential leveling
 NF0593.and adjusted by the National Geodetic Survey in June 1991..
 NF0593
 NF0593.The geoid height was determined by GEOID03.
 NF0593
 NF0593.The dynamic height is computed by dividing the NAVD 88
 NF0593.geopotential number by the normal gravity value computed on the
 NF0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0593.degrees latitude (g = 980.6199 gals.).
 NF0593
 NF0593.The modeled gravity was interpolated from observed gravity values.
 NF0593
 NF0593;                    North         East    Units  Estimated Accuracy
 NF0593;SPC MI S     -   106,320.    3,895,080.      MT  (+/- 180 meters Scaled)
 NF0593
 NF0593                          SUPERSEDED SURVEY CONTROL
 NF0593
 NF0593  NGVD 29 (??/??/92)  224.722  (m)          737.28   (f) ADJ UNCH    2 0
 NF0593
 NF0593.Superseded values are not recommended for survey control.
 NF0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0593.See file dsdata.txt to determine how the superseded data were derived.
 NF0593
 NF0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN116006(NAD 83)
 NF0593_MARKER: DB = BENCH MARK DISK
 NF0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0593_STAMPING: E 170 1948
 NF0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0593+STABILITY: SURFACE MOTION
 NF0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0593+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0593
 NF0593  HISTORY     - Date     Condition        Report By
 NF0593  HISTORY     - 1948     MONUMENTED       CGS
 NF0593  HISTORY     - 1977     GOOD             MIDH
 NF0593  HISTORY     - 1984     GOOD             NGS
 NF0593  HISTORY     - 1989     GOOD             USPSQD
 NF0593  HISTORY     - 20051015 GOOD             USPSQD
 NF0593
 NF0593                          STATION DESCRIPTION
 NF0593
 NF0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0593'0.5 MI N FROM PLAINWELL.
 NF0593'0.5 MILE NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 NF0593'STATE HIGHWAY 89 AT PLAINWELL, AT THE CROSSING OF THE NEW YORK
 NF0593'CENTRAL RAILROAD, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 NF0593'21 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 5 FEET
 NF0593'SOUTHEAST OF A TELEPHONE POLE, 64 FEET NORTHWEST OF THE CROSSING
 NF0593'WARNING SIGN, 32 FEET WEST-SOUTHWEST OF A 20-INCH MAPLE TREE,
 NF0593'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0593'WITH THE TRACK AND HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0593'POST PROJECTING 5 INCHES.
 NF0593
 NF0593                          STATION RECOVERY (1977)
 NF0593
 NF0593'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0593'RECOVERED IN GOOD CONDITION.
 NF0593
 NF0593                          STATION RECOVERY (1984)
 NF0593
 NF0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0593'RECOVERED IN GOOD CONDITION.
 NF0593
 NF0593                          STATION RECOVERY (1989)
 NF0593
 NF0593'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0593'RECOVERED IN GOOD CONDITION.
 NF0593
 NF0593                          STATION RECOVERY (2005)
 NF0593
 NF0593'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0593'CARSONITE WITNESS POST INSTALLED ON S EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0630 ***********************************************************************
 NF0630  DESIGNATION -  E 171
 NF0630  PID         -  NF0630
 NF0630  STATE/COUNTY-  MI/VAN BUREN
 NF0630  USGS QUAD   -  MERSON (1981)
 NF0630
 NF0630                         *CURRENT SURVEY CONTROL
 NF0630  ___________________________________________________________________
 NF0630* NAD 83(1986)-  42 22 59.     (N)    085 49 44.     (W)     SCALED    
 NF0630* NAVD 88     -       243.650  (meters)     799.38   (feet)  ADJUSTED  
 NF0630  ___________________________________________________________________
 NF0630  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF0630  DYNAMIC HT  -         243.582 (meters)     799.15  (feet)  COMP
 NF0630  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NF0630
 NF0630  VERT ORDER  -  FIRST     CLASS II
 NF0630
 NF0630.The horizontal coordinates were scaled from a topographic map and have
 NF0630.an estimated accuracy of +/- 6 seconds.
 NF0630
 NF0630.The orthometric height was determined by differential leveling
 NF0630.and adjusted by the National Geodetic Survey in June 1991..
 NF0630
 NF0630.The geoid height was determined by GEOID03.
 NF0630
 NF0630.The dynamic height is computed by dividing the NAVD 88
 NF0630.geopotential number by the normal gravity value computed on the
 NF0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0630.degrees latitude (g = 980.6199 gals.).
 NF0630
 NF0630.The modeled gravity was interpolated from observed gravity values.
 NF0630
 NF0630;                    North         East    Units  Estimated Accuracy
 NF0630;SPC MI S     -    99,130.    3,879,600.      MT  (+/- 180 meters Scaled)
 NF0630
 NF0630                          SUPERSEDED SURVEY CONTROL
 NF0630
 NF0630  NGVD 29 (01/19/93)  243.789  (m)          799.83   (f) ADJUSTED    1 2
 NF0630
 NF0630.Superseded values are not recommended for survey control.
 NF0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0630.See file dsdata.txt to determine how the superseded data were derived.
 NF0630
 NF0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964929(NAD 83)
 NF0630_MARKER: DB = BENCH MARK DISK
 NF0630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0630_SP_SET: CONCRETE POST
 NF0630_STAMPING: E 171 1948
 NF0630_MARK LOGO: CGS   
 NF0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0630+STABILITY: SURFACE MOTION
 NF0630
 NF0630  HISTORY     - Date     Condition        Report By
 NF0630  HISTORY     - 1948     MONUMENTED       CGS
 NF0630  HISTORY     - 1977     GOOD             MIDH
 NF0630  HISTORY     - 1984     GOOD             USPSQD
 NF0630  HISTORY     - 1984     GOOD             NGS
 NF0630
 NF0630                          STATION DESCRIPTION
 NF0630
 NF0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0630'2.1 MI N FROM KENDALL.
 NF0630'2.1 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0630'KENDALL, ABOUT 0.85 MILE NORTH OF A TURN IN THE ROAD WITH TANGENTS
 NF0630'NORTH AND EAST AND THE JUNCTION OF A DIM ROAD SOUTH, AT THE
 NF0630'JUNCTION OF A GRAVEL ROAD WEST, 80 FEET WEST OF THE CENTER
 NF0630'LINE OF THE BLACK TOP ROAD, 18.5 FEET NORTH OF THE CENTER LINE
 NF0630'OF THE ROAD WEST, 4.5 FEET SOUTHEAST OF A TELEPHONE POLE, 133
 NF0630'FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM A 20-INCH LONE
 NF0630'PINE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 NF0630'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0630'PROJECTING 4 INCHES.
 NF0630
 NF0630                          STATION RECOVERY (1977)
 NF0630
 NF0630'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0630'RECOVERED IN GOOD CONDITION.
 NF0630
 NF0630                          STATION RECOVERY (1984)
 NF0630
 NF0630'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0630'ABOUT 2.1 MILES NORTH ALONG COUNTY ROAD 653 FROM ITS JUNCTION WITH
 NF0630'COUNTY ROAD 388 . ABOUT 0.1 MILE WEST OF KENDALL, ABOUT 0.85 MILE
 NF0630'NORTH OF A TUAN IN THE ROAD WITH TANGENTS NORTH AND EAST AND THE
 NF0630'JUNCTION OF A GRAVEL ROAD SOUTH, AT THE JUNCTION OF A GRAVEL ROAD
 NF0630'WEST 80 FT. WEST OF THE CENTERLINE OF A BLACKTOP ROAD, 18.5 FT. NORTH
 NF0630'OF THE CENTERLINE OF THE WEST ROAD, 45 FT. SOUTHEAST OF A TELEPHONE
 NF0630'POLE, 1 FT. NORTH OF A STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD
 NF0630'AND SET IN THE TOP OF A CONCRETE POST PROJECTED 4 INCHES.
 NF0630
 NF0630                          STATION RECOVERY (1984)
 NF0630
 NF0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0927 ***********************************************************************
 NF0927  DESIGNATION -  E 172
 NF0927  PID         -  NF0927
 NF0927  STATE/COUNTY-  MI/ALLEGAN
 NF0927  USGS QUAD   -  BURNIPS (1981)
 NF0927
 NF0927                         *CURRENT SURVEY CONTROL
 NF0927  ___________________________________________________________________
 NF0927* NAD 83(1986)-  42 38 19.     (N)    085 46 48.     (W)     SCALED    
 NF0927* NAVD 88     -       225.615  (meters)     740.21   (feet)  ADJUSTED  
 NF0927  ___________________________________________________________________
 NF0927  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF0927  DYNAMIC HT  -         225.554 (meters)     740.01  (feet)  COMP
 NF0927  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 NF0927
 NF0927  VERT ORDER  -  SECOND    CLASS 0
 NF0927
 NF0927.The horizontal coordinates were scaled from a topographic map and have
 NF0927.an estimated accuracy of +/- 6 seconds.
 NF0927
 NF0927.The orthometric height was determined by differential leveling
 NF0927.and adjusted by the National Geodetic Survey in June 1991..
 NF0927
 NF0927.The geoid height was determined by GEOID03.
 NF0927
 NF0927.The dynamic height is computed by dividing the NAVD 88
 NF0927.geopotential number by the normal gravity value computed on the
 NF0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0927.degrees latitude (g = 980.6199 gals.).
 NF0927
 NF0927.The modeled gravity was interpolated from observed gravity values.
 NF0927
 NF0927;                    North         East    Units  Estimated Accuracy
 NF0927;SPC MI S     -   127,450.    3,884,100.      MT  (+/- 180 meters Scaled)
 NF0927
 NF0927                          SUPERSEDED SURVEY CONTROL
 NF0927
 NF0927  NGVD 29 (??/??/92)  225.750  (m)          740.65   (f) ADJ UNCH    2 0
 NF0927
 NF0927.Superseded values are not recommended for survey control.
 NF0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0927.See file dsdata.txt to determine how the superseded data were derived.
 NF0927
 NF0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN000214(NAD 83)
 NF0927_MARKER: DB = BENCH MARK DISK
 NF0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0927_STAMPING: E 172 1948
 NF0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0927+STABILITY: SURFACE MOTION
 NF0927
 NF0927  HISTORY     - Date     Condition        Report By
 NF0927  HISTORY     - 1948     MONUMENTED       CGS
 NF0927  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0927  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0927
 NF0927                          STATION DESCRIPTION
 NF0927
 NF0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0927'3 MI E FROM MONTEREY.
 NF0927'ABOUT 3.05 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN CROSSROADS
 NF0927'AT MONTEREY, ABOUT 1.05 MILES EAST OF A BRICK SCHOOL AND CROSSROAD,
 NF0927'ABOUT 1.0 MILE WEST OF A CROSSROAD AND SMALL STANDARD SCHOOL, IN
 NF0927'THE SOUTHEAST QUARTER OF A NORTH-SOUTH CROSSROAD, 237 FEET EAST
 NF0927'OF THE CENTER LINE OF THE CROSSROAD, 26 FEET SOUTH OF THE CENTER
 NF0927'LINE OF THE EAST-WEST ROAD, 47 FEET WEST OF A 30-INCH TREE, 129 FEET
 NF0927'NORTHEAST OF A POWER POLE, 79 FEET SOUTHWEST AND ACROSS THE ROAD
 NF0927'FROM A TELEPHONE POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0927'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0927'PROJECTING 5 INCHES.
 NF0927
 NF0927                          STATION RECOVERY (1978)
 NF0927
 NF0927'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0927'MARK NOT FOUND.
 NF0927
 NF0927                          STATION RECOVERY (1997)
 NF0927
 NF0927'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0927'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0923 ***********************************************************************
 NF0923  DESIGNATION -  E 173
 NF0923  PID         -  NF0923
 NF0923  STATE/COUNTY-  MI/ALLEGAN
 NF0923  USGS QUAD   -  BURNIPS (1981)
 NF0923
 NF0923                         *CURRENT SURVEY CONTROL
 NF0923  ___________________________________________________________________
 NF0923* NAD 83(1986)-  42 38 17.     (N)    085 51 32.     (W)     SCALED    
 NF0923* NAVD 88     -       280.592  (meters)     920.58   (feet)  ADJUSTED  
 NF0923  ___________________________________________________________________
 NF0923  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NF0923  DYNAMIC HT  -         280.518 (meters)     920.33  (feet)  COMP
 NF0923  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 NF0923
 NF0923  VERT ORDER  -  SECOND    CLASS 0
 NF0923
 NF0923.The horizontal coordinates were scaled from a topographic map and have
 NF0923.an estimated accuracy of +/- 6 seconds.
 NF0923
 NF0923.The orthometric height was determined by differential leveling
 NF0923.and adjusted by the National Geodetic Survey in June 1991..
 NF0923
 NF0923.The geoid height was determined by GEOID03.
 NF0923
 NF0923.The dynamic height is computed by dividing the NAVD 88
 NF0923.geopotential number by the normal gravity value computed on the
 NF0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0923.degrees latitude (g = 980.6199 gals.).
 NF0923
 NF0923.The modeled gravity was interpolated from observed gravity values.
 NF0923
 NF0923;                    North         East    Units  Estimated Accuracy
 NF0923;SPC MI S     -   127,500.    3,877,630.      MT  (+/- 180 meters Scaled)
 NF0923
 NF0923                          SUPERSEDED SURVEY CONTROL
 NF0923
 NF0923  NGVD 29 (??/??/92)  280.729  (m)          921.03   (f) ADJ UNCH    2 0
 NF0923
 NF0923.Superseded values are not recommended for survey control.
 NF0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0923.See file dsdata.txt to determine how the superseded data were derived.
 NF0923
 NF0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN935212(NAD 83)
 NF0923_MARKER: DB = BENCH MARK DISK
 NF0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0923_STAMPING: E 173 1948
 NF0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0923+STABILITY: SURFACE MOTION
 NF0923
 NF0923  HISTORY     - Date     Condition        Report By
 NF0923  HISTORY     - 1948     MONUMENTED       CGS
 NF0923  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0923
 NF0923                          STATION DESCRIPTION
 NF0923
 NF0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0923'1 MI W FROM MONTEREY.
 NF0923'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE MAIN CROSSROADS
 NF0923'AT MONTEREY, ABOUT 1.05 MILE EAST OF THE JUNCTION OF A ROAD NORTH
 NF0923'AND DISTRICT SCHOOL NO. 6, AT A SOUTHEAST CORNER OF A NORTH-SOUTH
 NF0923'CROSS ROAD, 295 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0923'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD,
 NF0923'40 FEET NORTHEAST OF THE NORTHWEST CORNER OF A LARGE BARN, 63
 NF0923'FEET EAST OF THE CENTER LINE OF THE DRIVE TO BARN, 4 FEET EAST
 NF0923'OF A FENCE CORNER, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, 2
 NF0923'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 NF0923'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0923
 NF0923                          STATION RECOVERY (1978)
 NF0923
 NF0923'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0923'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0645 ***********************************************************************
 NF0645  DESIGNATION -  E 174
 NF0645  PID         -  NF0645
 NF0645  STATE/COUNTY-  MI/ALLEGAN
 NF0645  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0645
 NF0645                         *CURRENT SURVEY CONTROL
 NF0645  ___________________________________________________________________
 NF0645* NAD 83(1986)-  42 26 52.     (N)    085 57 16.     (W)     SCALED    
 NF0645* NAVD 88     -       213.621  (meters)     700.85   (feet)  ADJUSTED  
 NF0645  ___________________________________________________________________
 NF0645  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NF0645  DYNAMIC HT  -         213.563 (meters)     700.66  (feet)  COMP
 NF0645  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 NF0645
 NF0645  VERT ORDER  -  SECOND    CLASS 0
 NF0645
 NF0645.The horizontal coordinates were scaled from a topographic map and have
 NF0645.an estimated accuracy of +/- 6 seconds.
 NF0645
 NF0645.The orthometric height was determined by differential leveling
 NF0645.and adjusted by the National Geodetic Survey in June 1991..
 NF0645
 NF0645.The geoid height was determined by GEOID03.
 NF0645
 NF0645.The dynamic height is computed by dividing the NAVD 88
 NF0645.geopotential number by the normal gravity value computed on the
 NF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0645.degrees latitude (g = 980.6199 gals.).
 NF0645
 NF0645.The modeled gravity was interpolated from observed gravity values.
 NF0645
 NF0645;                    North         East    Units  Estimated Accuracy
 NF0645;SPC MI S     -   106,510.    3,869,390.      MT  (+/- 180 meters Scaled)
 NF0645
 NF0645                          SUPERSEDED SURVEY CONTROL
 NF0645
 NF0645  NGVD 29 (??/??/92)  213.759  (m)          701.31   (f) ADJ UNCH    2 0
 NF0645
 NF0645.Superseded values are not recommended for survey control.
 NF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0645.See file dsdata.txt to determine how the superseded data were derived.
 NF0645
 NF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN859000(NAD 83)
 NF0645_MARKER: DB = BENCH MARK DISK
 NF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0645_STAMPING: E 174 1948
 NF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0645+STABILITY: SURFACE MOTION
 NF0645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0645+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0645
 NF0645  HISTORY     - Date     Condition        Report By
 NF0645  HISTORY     - 1948     MONUMENTED       CGS
 NF0645  HISTORY     - 1976     GOOD             MIDH
 NF0645  HISTORY     - 1989     GOOD             USPSQD
 NF0645  HISTORY     - 19971011 GOOD             USPSQD
 NF0645  HISTORY     - 20020324 GOOD             USPSQD
 NF0645  HISTORY     - 20060318 GOOD             USPSQD
 NF0645
 NF0645                          STATION DESCRIPTION
 NF0645
 NF0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0645'0.7 MI SW FROM CHESHIRE.
 NF0645'0.7 MILE WEST AND SOUTH ALONG A BLACK TOP ROAD LEADING TO BLOOMINGDALE
 NF0645'FROM THE LINDSLEY SCHOOL AND A CEMETERY AT CHESHIRE, ABOUT 0.15
 NF0645'MILE SOUTH OF A CURE IN THE ROAD WITH TANGENTS SOUTH AND EAST AND
 NF0645'THE JUNCTION OF A GRAVEL ROAD WEST, ABOUT 1.0 MILE NORTH OF THE
 NF0645'INTERSECTION OF COUNTY ROAD 400, 29 FEET WEST OF THE CENTER LINE
 NF0645'OF THE ROAD, 114 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 NF0645'HOUSE, 1.5 FEET SOUTH OF A FENCE LINE WEST, 2.5 FEET WEST OF A
 NF0645'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE BLACK TOP ROAD
 NF0645'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0645
 NF0645                          STATION RECOVERY (1976)
 NF0645
 NF0645'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (1989)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (1997)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (2002)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0645'RECOVERED IN GOOD CONDITION.
 NF0645
 NF0645                          STATION RECOVERY (2006)
 NF0645
 NF0645'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0645'EAST OF A METAL WITNESS POST.  2 FT WEST OF A TELEPHONE JUNCTION BOX.
 NF0645'42 26 53.3 N  085 57 15.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0547 ***********************************************************************
 NF0547  DESIGNATION -  E 175
 NF0547  PID         -  NF0547
 NF0547  STATE/COUNTY-  MI/ALLEGAN
 NF0547  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0547
 NF0547                         *CURRENT SURVEY CONTROL
 NF0547  ___________________________________________________________________
 NF0547* NAD 83(1986)-  42 27 55.     (N)    085 32 38.     (W)     SCALED    
 NF0547* NAVD 88     -       275.934  (meters)     905.29   (feet)  ADJUSTED  
 NF0547  ___________________________________________________________________
 NF0547  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NF0547  DYNAMIC HT  -         275.850 (meters)     905.02  (feet)  COMP
 NF0547  MODELED GRAV-     980,311.5   (mgal)                       NAVD 88
 NF0547
 NF0547  VERT ORDER  -  SECOND    CLASS 0
 NF0547
 NF0547.The horizontal coordinates were scaled from a topographic map and have
 NF0547.an estimated accuracy of +/- 6 seconds.
 NF0547
 NF0547.The orthometric height was determined by differential leveling
 NF0547.and adjusted by the National Geodetic Survey in June 1991..
 NF0547
 NF0547.The geoid height was determined by GEOID03.
 NF0547
 NF0547.The dynamic height is computed by dividing the NAVD 88
 NF0547.geopotential number by the normal gravity value computed on the
 NF0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0547.degrees latitude (g = 980.6199 gals.).
 NF0547
 NF0547.The modeled gravity was interpolated from observed gravity values.
 NF0547
 NF0547;                    North         East    Units  Estimated Accuracy
 NF0547;SPC MI S     -   107,900.    3,903,190.      MT  (+/- 180 meters Scaled)
 NF0547
 NF0547                          SUPERSEDED SURVEY CONTROL
 NF0547
 NF0547  NGVD 29 (??/??/92)  276.060  (m)          905.71   (f) ADJ UNCH    2 0
 NF0547
 NF0547.Superseded values are not recommended for survey control.
 NF0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0547.See file dsdata.txt to determine how the superseded data were derived.
 NF0547
 NF0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN197024(NAD 83)
 NF0547_MARKER: DB = BENCH MARK DISK
 NF0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0547_STAMPING: E 175 1948
 NF0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0547+STABILITY: SURFACE MOTION
 NF0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0547+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0547
 NF0547  HISTORY     - Date     Condition        Report By
 NF0547  HISTORY     - 1948     MONUMENTED       CGS
 NF0547  HISTORY     - 1989     GOOD             USPSQD
 NF0547  HISTORY     - 20051015 GOOD             USPSQD
 NF0547
 NF0547                          STATION DESCRIPTION
 NF0547
 NF0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0547'AT DOSTER.
 NF0547'AT DOSTER, AT THE COUNTY LINE CROSSROAD (ALLEGAN-BARRY COUNTIES)
 NF0547'AND AN EAST-WEST ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE
 NF0547'ROAD WEST, 183 FEET WEST OF THE CENTER LINE OF THE COUNTY LINE
 NF0547'ROAD, 42.5 FEET EAST OF A POWER POLE, 5.5 FEET NORTHWEST OF A
 NF0547'TELEPHONE POLE, 132 FEET NORTHWEST AND ACROSS THE ROAD WEST FROM
 NF0547'THE DOSTER GENERAL STORE, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET
 NF0547'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 NF0547'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0547
 NF0547                          STATION RECOVERY (1989)
 NF0547
 NF0547'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0547'RECOVERED IN GOOD CONDITION.
 NF0547
 NF0547                          STATION RECOVERY (2005)
 NF0547
 NF0547'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0547'CARSONITE WITNESS POST INSTALLED ON N SIDE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0838 ***********************************************************************
 NF0838  DESIGNATION -  E 176
 NF0838  PID         -  NF0838
 NF0838  STATE/COUNTY-  MI/ALLEGAN
 NF0838  USGS QUAD   -  ORANGEVILLE (1982)
 NF0838
 NF0838                         *CURRENT SURVEY CONTROL
 NF0838  ___________________________________________________________________
 NF0838* NAD 83(1986)-  42 35 42.     (N)    085 32 55.     (W)     SCALED    
 NF0838* NAVD 88     -       227.249  (meters)     745.57   (feet)  ADJUSTED  
 NF0838  ___________________________________________________________________
 NF0838  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0838  DYNAMIC HT  -         227.183 (meters)     745.35  (feet)  COMP
 NF0838  MODELED GRAV-     980,323.2   (mgal)                       NAVD 88
 NF0838
 NF0838  VERT ORDER  -  SECOND    CLASS 0
 NF0838
 NF0838.The horizontal coordinates were scaled from a topographic map and have
 NF0838.an estimated accuracy of +/- 6 seconds.
 NF0838
 NF0838.The orthometric height was determined by differential leveling
 NF0838.and adjusted by the National Geodetic Survey in June 1991..
 NF0838
 NF0838.The geoid height was determined by GEOID03.
 NF0838
 NF0838.The dynamic height is computed by dividing the NAVD 88
 NF0838.geopotential number by the normal gravity value computed on the
 NF0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0838.degrees latitude (g = 980.6199 gals.).
 NF0838
 NF0838.The modeled gravity was interpolated from observed gravity values.
 NF0838
 NF0838;                    North         East    Units  Estimated Accuracy
 NF0838;SPC MI S     -   122,310.    3,903,000.      MT  (+/- 180 meters Scaled)
 NF0838
 NF0838                          SUPERSEDED SURVEY CONTROL
 NF0838
 NF0838  NGVD 29 (??/??/92)  227.375  (m)          745.98   (f) ADJ UNCH    2 0
 NF0838
 NF0838.Superseded values are not recommended for survey control.
 NF0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0838.See file dsdata.txt to determine how the superseded data were derived.
 NF0838
 NF0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN190168(NAD 83)
 NF0838_MARKER: DB = BENCH MARK DISK
 NF0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0838_STAMPING: E 176 1948
 NF0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0838+STABILITY: SURFACE MOTION
 NF0838
 NF0838  HISTORY     - Date     Condition        Report By
 NF0838  HISTORY     - 1948     MONUMENTED       CGS
 NF0838  HISTORY     - 1987     GOOD             USPSQD
 NF0838  HISTORY     - 19971011 GOOD             USPSQD
 NF0838
 NF0838                          STATION DESCRIPTION
 NF0838
 NF0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0838'4.5 MI E FROM SHELBYVILLE.
 NF0838'ABOUT 4.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0838'RAILROAD STATION AT SHELBYVILLE, AT THE JUNCTION OF A NORTH-SOUTH
 NF0838'ROAD AND AT THE SOUTH END OF ALLEGAN COUNTY PARK ON THE WEST
 NF0838'SHORE OF GUN LAKE, 57 FEET EAST OF THE CENTER LINE OF THE ROAD
 NF0838'NORTH, 3 FEET NORTH OF THE PROLONGED CENTER LINE OF THE ROAD
 NF0838'WEST, 1 FOOT NORTH OF A WIRE FENCE, 47 FEET NORTHWEST OF THE
 NF0838'NORTHWEST CORNER OF A DWELLING, 2 FEET EAST OF A WHITE WOODEN
 NF0838'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP  OF
 NF0838'A CONCRETE POST PROJECTING 4 INCHES.
 NF0838
 NF0838                          STATION RECOVERY (1987)
 NF0838
 NF0838'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0838'RECOVERED IN GOOD CONDITION.
 NF0838
 NF0838                          STATION RECOVERY (1997)
 NF0838
 NF0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0374 ***********************************************************************
 NF0374  DESIGNATION -  E 177
 NF0374  PID         -  NF0374
 NF0374  STATE/COUNTY-  MI/BARRY
 NF0374  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0374
 NF0374                         *CURRENT SURVEY CONTROL
 NF0374  ___________________________________________________________________
 NF0374* NAD 83(1986)-  42 40 29.     (N)    085 26 20.     (W)     SCALED    
 NF0374* NAVD 88     -       224.809  (meters)     737.56   (feet)  ADJUSTED  
 NF0374  ___________________________________________________________________
 NF0374  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 NF0374  DYNAMIC HT  -         224.742 (meters)     737.34  (feet)  COMP
 NF0374  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NF0374
 NF0374  VERT ORDER  -  SECOND    CLASS 0
 NF0374
 NF0374.The horizontal coordinates were scaled from a topographic map and have
 NF0374.an estimated accuracy of +/- 6 seconds.
 NF0374
 NF0374.The orthometric height was determined by differential leveling
 NF0374.and adjusted by the National Geodetic Survey in June 1991..
 NF0374
 NF0374.The geoid height was determined by GEOID03.
 NF0374
 NF0374.The dynamic height is computed by dividing the NAVD 88
 NF0374.geopotential number by the normal gravity value computed on the
 NF0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0374.degrees latitude (g = 980.6199 gals.).
 NF0374
 NF0374.The modeled gravity was interpolated from observed gravity values.
 NF0374
 NF0374;                    North         East    Units  Estimated Accuracy
 NF0374;SPC MI S     -   131,040.    3,912,120.      MT  (+/- 180 meters Scaled)
 NF0374
 NF0374                          SUPERSEDED SURVEY CONTROL
 NF0374
 NF0374  NGVD 29 (??/??/92)  224.934  (m)          737.97   (f) ADJ UNCH    2 0
 NF0374
 NF0374.Superseded values are not recommended for survey control.
 NF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0374.See file dsdata.txt to determine how the superseded data were derived.
 NF0374
 NF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN279258(NAD 83)
 NF0374_MARKER: DB = BENCH MARK DISK
 NF0374_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 NF0374_SP_SET: BRIDGE HEADWALL
 NF0374_STAMPING: E 177 1948
 NF0374_MARK LOGO: CGS   
 NF0374_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0374+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0374
 NF0374  HISTORY     - Date     Condition        Report By
 NF0374  HISTORY     - 1948     MONUMENTED       CGS
 NF0374  HISTORY     - 1985     GOOD             USPSQD
 NF0374  HISTORY     - 1987     GOOD             USPSQD
 NF0374  HISTORY     - 19940312 GOOD             LOCENG
 NF0374  HISTORY     - 19940312 GOOD             MI-015
 NF0374  HISTORY     - 19970304 MARK NOT FOUND   USPSQD
 NF0374  HISTORY     - 20041030 GOOD             USPSQD
 NF0374
 NF0374                          STATION DESCRIPTION
 NF0374
 NF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0374'3.5 MI SE FROM MIDDLEVILLE.
 NF0374'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K. KELLOGG
 NF0374'SCHOOL AT MIDDLEVILLE, ABOUT 0.55 MILE WEST OF THE JUNCTION OF
 NF0374'A ROAD SOUTH, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 NF0374'WALL OF A 16-FOOT CONCRETE BRIDGE OVER A CREEK, 38 FEET SOUTH
 NF0374'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 10 FEET BELOW THE
 NF0374'HIGHWAY LEVEL.
 NF0374
 NF0374                          STATION RECOVERY (1985)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0374'RECOVERED IN GOOD CONDITION.
 NF0374
 NF0374                          STATION RECOVERY (1987)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0374'RECOVERED IN GOOD CONDITION.
 NF0374
 NF0374                          STATION RECOVERY (1994)
 NF0374
 NF0374'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0374'THE CONCRETE HEADWALL SHOWS SERIOUS SPALLING, FURTHER EROSION OF
 NF0374'CONCRETE MAY THREATEN INTEGRITY OF MARK.
 NF0374
 NF0374                          STATION RECOVERY (1994)
 NF0374
 NF0374'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0374'CONCRETE HEADWALL SHOWS SERIOUS SPALLING FURTHER EROSION OF CONCRETE
 NF0374'MAY THREATEN INTEGRITY OF MARK LOCATED NEAR THE CENTER OF SECTION 1,
 NF0374'YANKEE SPRINGS TOWNSHIP.
 NF0374
 NF0374                          STATION RECOVERY (1997)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0374'MARK NOT FOUND.
 NF0374
 NF0374                          STATION RECOVERY (2004)
 NF0374
 NF0374'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0677 ***********************************************************************
 NE0677  DESIGNATION -  E 178
 NE0677  PID         -  NE0677
 NE0677  STATE/COUNTY-  MI/WASHTENAW
 NE0677  USGS QUAD   -  DEXTER (1983)
 NE0677
 NE0677                         *CURRENT SURVEY CONTROL
 NE0677  ___________________________________________________________________
 NE0677* NAD 83(1986)-  42 21 35.     (N)    083 54 38.     (W)     SCALED    
 NE0677* NAVD 88     -       270.422  (meters)     887.21   (feet)  ADJUSTED  
 NE0677  ___________________________________________________________________
 NE0677  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NE0677  DYNAMIC HT  -         270.343 (meters)     886.95  (feet)  COMP
 NE0677  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NE0677
 NE0677  VERT ORDER  -  FIRST     CLASS II
 NE0677
 NE0677.The horizontal coordinates were scaled from a topographic map and have
 NE0677.an estimated accuracy of +/- 6 seconds.
 NE0677
 NE0677.The orthometric height was determined by differential leveling
 NE0677.and adjusted by the National Geodetic Survey in June 1991..
 NE0677.WARNING-Repeat measurements at this control monument indicate possible
 NE0677.vertical movement.
 NE0677
 NE0677.The geoid height was determined by GEOID03.
 NE0677
 NE0677.The dynamic height is computed by dividing the NAVD 88
 NE0677.geopotential number by the normal gravity value computed on the
 NE0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0677.degrees latitude (g = 980.6199 gals.).
 NE0677
 NE0677.The modeled gravity was interpolated from observed gravity values.
 NE0677
 NE0677;                    North         East    Units  Estimated Accuracy
 NE0677;SPC MI S     -    95,600.    4,037,570.      MT  (+/- 180 meters Scaled)
 NE0677
 NE0677                          SUPERSEDED SURVEY CONTROL
 NE0677
 NE0677  NGVD 29 (01/19/93)  270.545  (m)          887.61   (f) ADJUSTED    1 2
 NE0677
 NE0677.Superseded values are not recommended for survey control.
 NE0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0677.See file dsdata.txt to determine how the superseded data were derived.
 NE0677
 NE0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG603938(NAD 83)
 NE0677_MARKER: DB = BENCH MARK DISK
 NE0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0677_SP_SET: CONCRETE POST
 NE0677_STAMPING: E 178 1948
 NE0677_MARK LOGO: CGS   
 NE0677_PROJECTION: PROJECTING 10 CENTIMETERS
 NE0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0677+STABILITY: SURFACE MOTION
 NE0677
 NE0677  HISTORY     - Date     Condition        Report By
 NE0677  HISTORY     - 1948     MONUMENTED       CGS
 NE0677  HISTORY     - 1985     GOOD             NGS
 NE0677  HISTORY     - 19981025 GOOD             USPSQD
 NE0677
 NE0677                          STATION DESCRIPTION
 NE0677
 NE0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0677'2.4 MI NNW FROM DEXTER.
 NE0677'2.4 MILES NORTH-NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE UNION
 NE0677'SCHOOL AT DEXTER, AT THE JUNCTION OF A ROAD SOUTH, 170 FEET
 NE0677'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 51 FEET
 NE0677'WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 40 FEET EAST
 NE0677'OF THE CENTER LINE OF THE ROAD SOUTH, 27 FEET SOUTHWEST OF A
 NE0677'20-INCH OAK TREE, 21 FEET NORTH OF AN 18-INCH OAK TREE, 1 1/2
 NE0677'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD
 NE0677'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NE0677
 NE0677                          STATION RECOVERY (1985)
 NE0677
 NE0677'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0677'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 NE0677'MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS JUNCTION WITH
 NE0677'DEXTER-CHELSEA ROAD IN DEXTER, 15.6 M (51.2 FT) SOUTHWEST OF THE
 NE0677'CENTERLINE OF THE ROAD, 12.6 M (41.3 FT) EAST OF THE CENTER OF WYLIE
 NE0677'ROAD, 8.3 M (27.2 FT) SOUTH-SOUTHWEST OF A 30-INCH OAK TREE, AND 1.1 M
 NE0677'(3.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A 12 BY 12 FOOT CONCRETE
 NE0677'SLAB.
 NE0677'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE0677
 NE0677                          STATION RECOVERY (1998)
 NE0677
 NE0677'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0321 ***********************************************************************
 MC0321  DESIGNATION -  E 179
 MC0321  PID         -  MC0321
 MC0321  STATE/COUNTY-  MI/MONROE
 MC0321  USGS QUAD   -  MONROE (1979)
 MC0321
 MC0321                         *CURRENT SURVEY CONTROL
 MC0321  ___________________________________________________________________
 MC0321* NAD 83(1986)-  41 55 54.     (N)    083 26 14.     (W)     SCALED    
 MC0321* NAVD 88     -       185.734  (meters)     609.36   (feet)  ADJUSTED  
 MC0321  ___________________________________________________________________
 MC0321  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 MC0321  DYNAMIC HT  -         185.667 (meters)     609.14  (feet)  COMP
 MC0321  MODELED GRAV-     980,261.2   (mgal)                       NAVD 88
 MC0321
 MC0321  VERT ORDER  -  FIRST     CLASS II
 MC0321
 MC0321.The horizontal coordinates were scaled from a topographic map and have
 MC0321.an estimated accuracy of +/- 6 seconds.
 MC0321
 MC0321.The orthometric height was determined by differential leveling
 MC0321.and adjusted by the National Geodetic Survey in June 1991..
 MC0321
 MC0321.The geoid height was determined by GEOID03.
 MC0321
 MC0321.The dynamic height is computed by dividing the NAVD 88
 MC0321.geopotential number by the normal gravity value computed on the
 MC0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0321.degrees latitude (g = 980.6199 gals.).
 MC0321
 MC0321.The modeled gravity was interpolated from observed gravity values.
 MC0321
 MC0321;                    North         East    Units  Estimated Accuracy
 MC0321;SPC MI S     -    48,380.    4,077,090.      MT  (+/- 180 meters Scaled)
 MC0321
 MC0321                          SUPERSEDED SURVEY CONTROL
 MC0321
 MC0321  NGVD 29 (??/??/92)  185.900  (m)          609.91   (f) ADJ UNCH    1 2
 MC0321
 MC0321.Superseded values are not recommended for survey control.
 MC0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0321.See file dsdata.txt to determine how the superseded data were derived.
 MC0321
 MC0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG979450(NAD 83)
 MC0321_MARKER: DB = BENCH MARK DISK
 MC0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0321_STAMPING: E 179 1954
 MC0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0321+STABILITY: SURFACE MOTION
 MC0321
 MC0321  HISTORY     - Date     Condition        Report By
 MC0321  HISTORY     - 1954     MONUMENTED       CGS
 MC0321  HISTORY     - 1968     GOOD             NGS
 MC0321  HISTORY     - 1973     GOOD             NGS
 MC0321  HISTORY     - 1983     GOOD             LOCSUR
 MC0321  HISTORY     - 1985     GOOD             USPSQD
 MC0321  HISTORY     - 1987     GOOD             USPSQD
 MC0321
 MC0321                          STATION DESCRIPTION
 MC0321
 MC0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0321'3 MI NW FROM MONROE.
 MC0321'ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE POST OFFICE
 MC0321'BUILDING AT MONROE, THENCE 2.35 MILES WEST ALONG ELM STREET
 MC0321'AND NORTH CUSTER ROAD, THENCE 0.35 MILE NORTH ALONG AIRPORT
 MC0321'DRIVE, AT THE CUSTER MUNICIPAL AIRPORT, 220 FEET SOUTHEAST OF
 MC0321'AND ACROSS THE AIRPORT DRIVE FROM THE SOUTHEAST CORNER OF THE
 MC0321'ADMINISTRATION BLDG, 21 FEET EAST OF THE CENTER LINE OF THE
 MC0321'AIRPORT DRIVE, 20 FEET SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 MC0321'HANGAR, 2 1/2 FEET EAST OF A POWER LINE POLE, 2 FEET ABOVE THE
 MC0321'LEVEL OF THE DRIVE AND SET IN THE TOP OF A CONCRETE POST
 MC0321'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 MC0321
 MC0321                          STATION RECOVERY (1973)
 MC0321
 MC0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0321'RECOVERED IN GOOD CONDITION.
 MC0321
 MC0321                          STATION RECOVERY (1983)
 MC0321
 MC0321'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0321'RECOVERED IN GOOD CONDITION.
 MC0321
 MC0321                          STATION RECOVERY (1985)
 MC0321
 MC0321'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0321'RECOVERED IN GOOD CONDITION.
 MC0321
 MC0321                          STATION RECOVERY (1987)
 MC0321
 MC0321'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0241 ***********************************************************************
 NF0241  DESIGNATION -  E 18
 NF0241  PID         -  NF0241
 NF0241  STATE/COUNTY-  MI/IONIA
 NF0241  USGS QUAD   -  EAGLE (1978)
 NF0241
 NF0241                         *CURRENT SURVEY CONTROL
 NF0241  ___________________________________________________________________
 NF0241* NAD 83(1986)-  42 49 28.     (N)    084 50 13.     (W)     SCALED    
 NF0241* NAVD 88     -       250.390  (meters)     821.49   (feet)  ADJUSTED  
 NF0241  ___________________________________________________________________
 NF0241  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF0241  DYNAMIC HT  -         250.319 (meters)     821.25  (feet)  COMP
 NF0241  MODELED GRAV-     980,333.9   (mgal)                       NAVD 88
 NF0241
 NF0241  VERT ORDER  -  FIRST     CLASS II
 NF0241
 NF0241.The horizontal coordinates were scaled from a topographic map and have
 NF0241.an estimated accuracy of +/- 6 seconds.
 NF0241
 NF0241.The orthometric height was determined by differential leveling
 NF0241.and adjusted by the National Geodetic Survey in June 1991..
 NF0241
 NF0241.The geoid height was determined by GEOID03.
 NF0241
 NF0241.The dynamic height is computed by dividing the NAVD 88
 NF0241.geopotential number by the normal gravity value computed on the
 NF0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0241.degrees latitude (g = 980.6199 gals.).
 NF0241
 NF0241.The modeled gravity was interpolated from observed gravity values.
 NF0241
 NF0241;                    North         East    Units  Estimated Accuracy
 NF0241;SPC MI S     -   147,220.    3,961,550.      MT  (+/- 180 meters Scaled)
 NF0241
 NF0241                          SUPERSEDED SURVEY CONTROL
 NF0241
 NF0241  NGVD 29 (??/??/92)  250.527  (m)          821.94   (f) ADJ UNCH    1 2
 NF0241
 NF0241.Superseded values are not recommended for survey control.
 NF0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0241.See file dsdata.txt to determine how the superseded data were derived.
 NF0241
 NF0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN768435(NAD 83)
 NF0241_MARKER: DB = BENCH MARK DISK
 NF0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0241_STAMPING: ELEV 821.937 FT E 18 1916
 NF0241_PROJECTION: FLUSH
 NF0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0241+STABILITY: SURFACE MOTION
 NF0241
 NF0241  HISTORY     - Date     Condition        Report By
 NF0241  HISTORY     - 1916     MONUMENTED       CGS
 NF0241  HISTORY     - 1934     GOOD             NGS
 NF0241  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0241
 NF0241                          STATION DESCRIPTION
 NF0241
 NF0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0241'4.9 MI SE FROM PORTLAND.
 NF0241'IN CLINTON COUNTY, ABOUT 4.9 MILES SOUTHEAST ALONG THE PERE
 NF0241'MARQUETTE RAILWAY FROM THE STATION AT PORTLAND, IONIA COUNTY,
 NF0241'ABOUT 2.7 MILES NORTHWEST OF THE STATION AT EAGLE, CLINTON
 NF0241'COUNTY AT THE CROSSING OF A NORTH-AND-SOUTH COUNTY-LINE ROAD,
 NF0241'42 FEET EAST OF THE CENTERLINE OF THE ROAD, 42.2 FEET
 NF0241'NORTHEAST OF THE NORTHEAST RAIL, AND 15 FEET SOUTHEAST OF A
 NF0241'16-INCH HICKORY TREE.  A STANDARD DISK, STAMPED ELEV. 821.937
 NF0241'FT. E 18 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0241'ABOUT 2 INCHES ABOVE GROUND.
 NF0241
 NF0241                          STATION RECOVERY (1934)
 NF0241
 NF0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0241'RECOVERED IN GOOD CONDITION.
 NF0241
 NF0241                          STATION RECOVERY (1992)
 NF0241
 NF0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0241'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0499 ***********************************************************************
 NE0499  DESIGNATION -  E 180
 NE0499  PID         -  NE0499
 NE0499  STATE/COUNTY-  MI/WAYNE
 NE0499  USGS QUAD   -  ROCKWOOD (1981)
 NE0499
 NE0499                         *CURRENT SURVEY CONTROL
 NE0499  ___________________________________________________________________
 NE0499* NAD 83(1986)-  42 04 00.     (N)    083 14 03.     (W)     SCALED    
 NE0499* NAVD 88     -       175.941  (meters)     577.23   (feet)  ADJUSTED  
 NE0499  ___________________________________________________________________
 NE0499  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NE0499  DYNAMIC HT  -         175.881 (meters)     577.04  (feet)  COMP
 NE0499  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NE0499
 NE0499  VERT ORDER  -  FIRST     CLASS I
 NE0499
 NE0499.The horizontal coordinates were scaled from a topographic map and have
 NE0499.an estimated accuracy of +/- 6 seconds.
 NE0499
 NE0499.The orthometric height was determined by differential leveling
 NE0499.and adjusted by the National Geodetic Survey in June 1991..
 NE0499
 NE0499.The geoid height was determined by GEOID03.
 NE0499
 NE0499.The dynamic height is computed by dividing the NAVD 88
 NE0499.geopotential number by the normal gravity value computed on the
 NE0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0499.degrees latitude (g = 980.6199 gals.).
 NE0499
 NE0499.The modeled gravity was interpolated from observed gravity values.
 NE0499
 NE0499;                    North         East    Units  Estimated Accuracy
 NE0499;SPC MI S     -    63,580.    4,093,730.      MT  (+/- 180 meters Scaled)
 NE0499
 NE0499                          SUPERSEDED SURVEY CONTROL
 NE0499
 NE0499  NGVD 29 (??/??/92)  176.115  (m)          577.80   (f) ADJ UNCH    1 1
 NE0499
 NE0499.Superseded values are not recommended for survey control.
 NE0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0499.See file dsdata.txt to determine how the superseded data were derived.
 NE0499
 NE0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG151595(NAD 83)
 NE0499_MARKER: DB = BENCH MARK DISK
 NE0499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0499_SP_SET: CULVERT
 NE0499_STAMPING: E 180 1954
 NE0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0499
 NE0499  HISTORY     - Date     Condition        Report By
 NE0499  HISTORY     - 1954     MONUMENTED       CGS
 NE0499  HISTORY     - 1968     GOOD             NGS
 NE0499  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0499
 NE0499                          STATION DESCRIPTION
 NE0499
 NE0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0499'0.7 MI E FROM ROCKWOOD.
 NE0499'ABOUT 0.7 MILE EAST ALONG HURON RIVER DRIVE FROM THE POST
 NE0499'OFFICE AT ROCKWOOD, NEAR THE JUNCTION OF STRICHER ROAD LEADING
 NE0499'SOUTHEAST, ABOUT 0.4 MILE EAST OF THE CROSSING OF THE DETROIT
 NE0499'AND TOLEDO SHORE LINE RAILROAD, SET ON THE TOP OF THE WING WALL
 NE0499'AT THE SOUTHWEST CORNER OF AN 18-FOOT BOX CULVERT FOR SILVER
 NE0499'CREEK, 23 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVE AND 1
 NE0499'FOOT ABOVE THE LEVEL OF THE DRIVE.  SEC 15, T5 S, R 10 E
 NE0499
 NE0499                          STATION RECOVERY (1983)
 NE0499
 NE0499'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0037 ***********************************************************************
 QJ0037  DESIGNATION -  E 183
 QJ0037  PID         -  QJ0037
 QJ0037  STATE/COUNTY-  MI/ALPENA
 QJ0037  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0037
 QJ0037                         *CURRENT SURVEY CONTROL
 QJ0037  ___________________________________________________________________
 QJ0037* NAD 83(1986)-  45 03 41.     (N)    083 32 14.     (W)     SCALED    
 QJ0037* NAVD 88     -       203.521  (meters)     667.72   (feet)  ADJUSTED  
 QJ0037  ___________________________________________________________________
 QJ0037  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QJ0037  DYNAMIC HT  -         203.506 (meters)     667.67  (feet)  COMP
 QJ0037  MODELED GRAV-     980,538.1   (mgal)                       NAVD 88
 QJ0037
 QJ0037  VERT ORDER  -  SECOND    CLASS 0
 QJ0037
 QJ0037.The horizontal coordinates were scaled from a topographic map and have
 QJ0037.an estimated accuracy of +/- 6 seconds.
 QJ0037
 QJ0037.The orthometric height was determined by differential leveling
 QJ0037.and adjusted by the National Geodetic Survey in June 1991..
 QJ0037
 QJ0037.The geoid height was determined by GEOID03.
 QJ0037
 QJ0037.The dynamic height is computed by dividing the NAVD 88
 QJ0037.geopotential number by the normal gravity value computed on the
 QJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0037.degrees latitude (g = 980.6199 gals.).
 QJ0037
 QJ0037.The modeled gravity was interpolated from observed gravity values.
 QJ0037
 QJ0037;                    North         East    Units  Estimated Accuracy
 QJ0037;SPC MI C     -   194,210.    6,065,320.      MT  (+/- 180 meters Scaled)
 QJ0037
 QJ0037                          SUPERSEDED SURVEY CONTROL
 QJ0037
 QJ0037  NGVD 29 (??/??/92)  203.664  (m)          668.19   (f) ADJ UNCH    2 0
 QJ0037
 QJ0037.Superseded values are not recommended for survey control.
 QJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0037.See file dsdata.txt to determine how the superseded data were derived.
 QJ0037
 QJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK002929(NAD 83)
 QJ0037_MARKER: DB = BENCH MARK DISK
 QJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0037_STAMPING: E 183 1966
 QJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0037+STABILITY: SURFACE MOTION
 QJ0037
 QJ0037  HISTORY     - Date     Condition        Report By
 QJ0037  HISTORY     - 1966     MONUMENTED       CGS
 QJ0037  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0037
 QJ0037                          STATION DESCRIPTION
 QJ0037
 QJ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0037'5 MI W FROM ALPENA.
 QJ0037'THE MARK IS LOCATED 4.0 MILES WEST OF THE INTERSECTION OF STATE
 QJ0037'HIGHWAY 32 AND THE DETROIT AND MACKINAC RAILROAD TRACKS, 0.8
 QJ0037'MILES WEST OF D 183, AND ABOUT 6000 FEET EAST OF THE NORTH-SOUTH
 QJ0037'RUNWAY EXTENDED.  THE MARK IS AT THE NORTHEAST CORNER OF THE
 QJ0037'INTERSECTION OF M-32 WITH A T-ROAD TO THE RIGHT, AND IS ON
 QJ0037'U.S. GOVERNMENT PROPERTY.  IT IS 77 FEET NORTH OF THE CENTERLINE
 QJ0037'OF M-32, 10 FEET EAST OF THE CENTERLINE OF A DIRT ROAD, 2 FEET
 QJ0037'NORTH OF A CORNER FENCE POST, 65 FEET WEST OF A TALL HEMLOCK
 QJ0037'TREE, AND 44 FEET SOUTHEAST OF POWER POLE NUMBER 20.  THE MARK
 QJ0037'IS 4 FEET LOWER THAN THE HIGHWAY, SET IN A 9 INCH CONCRETE POST
 QJ0037'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS A STANDARD DISK
 QJ0037'STAMPED E 183 1966.
 QJ0037
 QJ0037                          STATION RECOVERY (1999)
 QJ0037
 QJ0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0479 ***********************************************************************
 NE0479  DESIGNATION -  E 185
 NE0479  PID         -  NE0479
 NE0479  STATE/COUNTY-  MI/WAYNE
 NE0479  USGS QUAD   -  INKSTER (1983)
 NE0479
 NE0479                         *CURRENT SURVEY CONTROL
 NE0479  ___________________________________________________________________
 NE0479* NAD 83(1986)-  42 15 38.     (N)    083 19 44.     (W)     SCALED    
 NE0479* NAVD 88     -       192.308  (meters)     630.93   (feet)  ADJUSTED  
 NE0479  ___________________________________________________________________
 NE0479  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 NE0479  DYNAMIC HT  -         192.250 (meters)     630.74  (feet)  COMP
 NE0479  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 NE0479
 NE0479  VERT ORDER  -  SECOND    CLASS 0
 NE0479
 NE0479.The horizontal coordinates were scaled from a topographic map and have
 NE0479.an estimated accuracy of +/- 6 seconds.
 NE0479
 NE0479.The orthometric height was determined by differential leveling
 NE0479.and adjusted by the National Geodetic Survey in June 1991..
 NE0479
 NE0479.The geoid height was determined by GEOID03.
 NE0479
 NE0479.The dynamic height is computed by dividing the NAVD 88
 NE0479.geopotential number by the normal gravity value computed on the
 NE0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0479.degrees latitude (g = 980.6199 gals.).
 NE0479
 NE0479.The modeled gravity was interpolated from observed gravity values.
 NE0479
 NE0479;                    North         East    Units  Estimated Accuracy
 NE0479;SPC MI S     -    85,010.    4,085,620.      MT  (+/- 180 meters Scaled)
 NE0479
 NE0479                          SUPERSEDED SURVEY CONTROL
 NE0479
 NE0479  NGVD 29 (??/??/92)  192.449  (m)          631.39   (f) ADJ UNCH    2 0
 NE0479
 NE0479.Superseded values are not recommended for survey control.
 NE0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0479.See file dsdata.txt to determine how the superseded data were derived.
 NE0479
 NE0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG079813(NAD 83)
 NE0479_MARKER: DB = BENCH MARK DISK
 NE0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0479_SP_SET: CULVERT
 NE0479_STAMPING: E 185 1958
 NE0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0479
 NE0479  HISTORY     - Date     Condition        Report By
 NE0479  HISTORY     - 1958     MONUMENTED       CGS
 NE0479  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0479  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0479
 NE0479                          STATION DESCRIPTION
 NE0479
 NE0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0479'2 MI S FROM INKSTER.
 NE0479'THE MARK IS SET IN THE HEAD WALL OF A CULVERT AT THE NORTHWEST
 NE0479'CORNER OF THE INTERSECTION OF MIDDLE BELT ROAD AND BEVERLY
 NE0479'ROAD, 36.2 FEET NORTHWEST OF THE CENTER-LINE INTERSECTION OF
 NE0479'THE ROADS, 25.2 FEET WEST OF THE CENTER-LINE OF MIDDLE BELT
 NE0479'ROAD, AND 25.0 FEET NORTH OF BEVERLY ROAD AND ONE FOOT SOUTH
 NE0479'OF THE NORTH END OF THE CULVERT.
 NE0479
 NE0479                          STATION RECOVERY (1983)
 NE0479
 NE0479'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0479'MARK NOT FOUND.
 NE0479
 NE0479                          STATION RECOVERY (1989)
 NE0479
 NE0479'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0008 ***********************************************************************
 NF0008  DESIGNATION -  E 19
 NF0008  PID         -  NF0008
 NF0008  STATE/COUNTY-  MI/INGHAM
 NF0008  USGS QUAD   -  MASON (1970)
 NF0008
 NF0008                         *CURRENT SURVEY CONTROL
 NF0008  ___________________________________________________________________
 NF0008* NAD 83(1986)-  42 31 26.     (N)    084 25 40.     (W)     SCALED    
 NF0008* NAVD 88     -       294.793  (meters)     967.17   (feet)  ADJUSTED  
 NF0008  ___________________________________________________________________
 NF0008  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF0008  DYNAMIC HT  -         294.699 (meters)     966.86  (feet)  COMP
 NF0008  MODELED GRAV-     980,295.0   (mgal)                       NAVD 88
 NF0008
 NF0008  VERT ORDER  -  FIRST     CLASS II
 NF0008
 NF0008.The horizontal coordinates were scaled from a topographic map and have
 NF0008.an estimated accuracy of +/- 6 seconds.
 NF0008
 NF0008.The orthometric height was determined by differential leveling
 NF0008.and adjusted by the National Geodetic Survey in June 1991..
 NF0008
 NF0008.The geoid height was determined by GEOID03.
 NF0008
 NF0008.The dynamic height is computed by dividing the NAVD 88
 NF0008.geopotential number by the normal gravity value computed on the
 NF0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0008.degrees latitude (g = 980.6199 gals.).
 NF0008
 NF0008.The modeled gravity was interpolated from observed gravity values.
 NF0008
 NF0008;                    North         East    Units  Estimated Accuracy
 NF0008;SPC MI S     -   113,730.    3,994,980.      MT  (+/- 180 meters Scaled)
 NF0008
 NF0008                          SUPERSEDED SURVEY CONTROL
 NF0008
 NF0008  NGVD 29 (??/??/92)  294.918  (m)          967.58   (f) ADJ UNCH    1 2
 NF0008
 NF0008.Superseded values are not recommended for survey control.
 NF0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0008.See file dsdata.txt to determine how the superseded data were derived.
 NF0008
 NF0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN112111(NAD 83)
 NF0008_MARKER: DB = BENCH MARK DISK
 NF0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0008_STAMPING: ELEV 967.577 FT E 19 1916
 NF0008_PROJECTION: FLUSH
 NF0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0008+STABILITY: SURFACE MOTION
 NF0008
 NF0008  HISTORY     - Date     Condition        Report By
 NF0008  HISTORY     - 1916     MONUMENTED       CGS
 NF0008  HISTORY     - 1934     POOR             NGS
 NF0008  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0008  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0008  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF0008
 NF0008                          STATION DESCRIPTION
 NF0008
 NF0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0008'4 MI S FROM MASON.
 NF0008'4.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0008'STATION AT MASON, INGHAM COUNTY, 100 YARDS NORTH OF THE STATION
 NF0008'AT EDEN, AT THE NORTHWEST CORNER OF A PARK, 95.8 FEET WEST OF
 NF0008'THE WEST RAIL, AND 30 FEET SOUTH OF THE CENTERLINE OF AN
 NF0008'EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED ELEV. 967.577
 NF0008'FT. E 19 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0008'6 INCHES ABOVE GROUND.  NOTE-- IT WAS REPORTED THAT THE CONCRETE POST
 NF0008'HAD BEEN DAMAGED.
 NF0008
 NF0008                          STATION RECOVERY (1934)
 NF0008
 NF0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0008'MARK RECOVERED IN POOR CONDITION.
 NF0008
 NF0008                          STATION RECOVERY (1977)
 NF0008
 NF0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0008'MARK NOT FOUND.
 NF0008
 NF0008                          STATION RECOVERY (1992)
 NF0008
 NF0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0008'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0008
 NF0008                          STATION RECOVERY (2003)
 NF0008
 NF0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJV)
 NF0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0256 ***********************************************************************
 NF0256  DESIGNATION -  E 190
 NF0256  PID         -  NF0256
 NF0256  STATE/COUNTY-  MI/INGHAM
 NF0256  USGS QUAD   -  LANSING NORTH (1980)
 NF0256
 NF0256                         *CURRENT SURVEY CONTROL
 NF0256  ___________________________________________________________________
 NF0256* NAD 83(1986)-  42 46 13.     (N)    084 35 19.     (W)     SCALED    
 NF0256* NAVD 88     -       259.967  (meters)     852.91   (feet)  ADJUSTED  
 NF0256  ___________________________________________________________________
 NF0256  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0256  DYNAMIC HT  -         259.895 (meters)     852.67  (feet)  COMP
 NF0256  MODELED GRAV-     980,337.4   (mgal)                       NAVD 88
 NF0256
 NF0256  VERT ORDER  -  SECOND    CLASS 0
 NF0256
 NF0256.This mark is at Capital City Airport (LAN)
 NF0256
 NF0256.The horizontal coordinates were scaled from a topographic map and have
 NF0256.an estimated accuracy of +/- 6 seconds.
 NF0256
 NF0256.The orthometric height was determined by differential leveling
 NF0256.and adjusted by the National Geodetic Survey in June 1991..
 NF0256
 NF0256.The geoid height was determined by GEOID03.
 NF0256
 NF0256.The dynamic height is computed by dividing the NAVD 88
 NF0256.geopotential number by the normal gravity value computed on the
 NF0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0256.degrees latitude (g = 980.6199 gals.).
 NF0256
 NF0256.The modeled gravity was interpolated from observed gravity values.
 NF0256
 NF0256;                    North         East    Units  Estimated Accuracy
 NF0256;SPC MI S     -   141,120.    3,981,840.      MT  (+/- 180 meters Scaled)
 NF0256
 NF0256                          SUPERSEDED SURVEY CONTROL
 NF0256
 NF0256  NGVD 29 (??/??/92)  260.099  (m)          853.34   (f) ADJ UNCH    2 0
 NF0256
 NF0256.Superseded values are not recommended for survey control.
 NF0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0256.See file dsdata.txt to determine how the superseded data were derived.
 NF0256
 NF0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN972381(NAD 83)
 NF0256_MARKER: DB = BENCH MARK DISK
 NF0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0256_SP_SET: SIGNAL FOUNDATION
 NF0256_STAMPING: E 190 1955
 NF0256_PROJECTION: FLUSH
 NF0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0256
 NF0256  HISTORY     - Date     Condition        Report By
 NF0256  HISTORY     - 1955     MONUMENTED       CGS
 NF0256  HISTORY     - 1968     GOOD             NGS
 NF0256  HISTORY     - 1977     GOOD             NGS
 NF0256  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0256
 NF0256                          STATION DESCRIPTION
 NF0256
 NF0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 NF0256'3.8 MI NW FROM LANSING.
 NF0256'3.8 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0256'UNION STATION AT LANSING, INGHAM COUNTY, AT CAPITAL CITY AIRPORT,
 NF0256'IN THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A FLASHING
 NF0256'SIGNAL, 10 TELEPHONE POLES WEST OF MILEPOST D 91, AT THE
 NF0256'SOUTHEAST CORNER OF A ROAD CROSSING (ROAD UNDER CONSTRUCTION OF A
 NF0256'NEW ENTRANCE TO THE AIRPORT IN 1955), 26.2 FEET SOUTHEAST OF THE
 NF0256'CENTERLINE OF THE CROSSING, 18.5 FEET EAST OF THE CENTERLINE OF
 NF0256'THE ROAD, AND 14 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 NF0256'A STANDARD DISK, STAMPED E 190 1955.
 NF0256
 NF0256                          STATION RECOVERY (1968)
 NF0256
 NF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 NF0256'RECOVERED IN GOOD CONDITION.
 NF0256
 NF0256                          STATION RECOVERY (1977)
 NF0256
 NF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0256'RECOVERED IN GOOD CONDITION.
 NF0256
 NF0256                          STATION RECOVERY (1992)
 NF0256
 NF0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0256'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0370 ***********************************************************************
 NE0370  DESIGNATION -  E 192
 NE0370  PID         -  NE0370
 NE0370  STATE/COUNTY-  MI/OAKLAND
 NE0370  USGS QUAD   -  CLARKSTON (1983)
 NE0370
 NE0370                         *CURRENT SURVEY CONTROL
 NE0370  ___________________________________________________________________
 NE0370* NAD 83(1986)-  42 39 49.     (N)    083 24 54.     (W)     SCALED    
 NE0370* NAVD 88     -       294.740  (meters)     966.99   (feet)  ADJUSTED  
 NE0370  ___________________________________________________________________
 NE0370  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NE0370  DYNAMIC HT  -         294.651 (meters)     966.70  (feet)  COMP
 NE0370  MODELED GRAV-     980,313.8   (mgal)                       NAVD 88
 NE0370
 NE0370  VERT ORDER  -  SECOND    CLASS 0
 NE0370
 NE0370.This mark is at Oakland-Pontiac Airport (PTK)
 NE0370
 NE0370.The horizontal coordinates were scaled from a topographic map and have
 NE0370.an estimated accuracy of +/- 6 seconds.
 NE0370
 NE0370.The orthometric height was determined by differential leveling
 NE0370.and adjusted by the National Geodetic Survey in June 1991..
 NE0370
 NE0370.The geoid height was determined by GEOID03.
 NE0370
 NE0370.The dynamic height is computed by dividing the NAVD 88
 NE0370.geopotential number by the normal gravity value computed on the
 NE0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0370.degrees latitude (g = 980.6199 gals.).
 NE0370
 NE0370.The modeled gravity was interpolated from observed gravity values.
 NE0370
 NE0370;                    North         East    Units  Estimated Accuracy
 NE0370;SPC MI S     -   129,690.    4,078,010.      MT  (+/- 180 meters Scaled)
 NE0370
 NE0370                          SUPERSEDED SURVEY CONTROL
 NE0370
 NE0370  NGVD 29 (??/??/92)  294.831  (m)          967.29   (f) ADJ UNCH    2 0
 NE0370
 NE0370.Superseded values are not recommended for survey control.
 NE0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0370.See file dsdata.txt to determine how the superseded data were derived.
 NE0370
 NE0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH020262(NAD 83)
 NE0370_MARKER: DB = BENCH MARK DISK
 NE0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0370_SP_SET: CONCRETE BASE
 NE0370_STAMPING: E 192 1965
 NE0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0370
 NE0370  HISTORY     - Date     Condition        Report By
 NE0370  HISTORY     - 1965     MONUMENTED       CGS
 NE0370  HISTORY     - 1978     GOOD             NGS
 NE0370
 NE0370                          STATION DESCRIPTION
 NE0370
 NE0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 NE0370'6.5 MI W FROM PONTIAC.
 NE0370'THE MARK IS LOCATED ON THE PONTIAC MUNICIPAL AIRPORT 287 FEET
 NE0370'EAST OF THE NORTHEAST CORNER OF THE TERMINAL BUILDING IN A DRILL
 NE0370'HOLE IN THE CONCRETE BASE OF THE WINDSOCK.  A STANDARD DISK
 NE0370'STAMPED E 192 1965.
 NE0370
 NE0370                          STATION RECOVERY (1978)
 NE0370
 NE0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NE0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0075 ***********************************************************************
 RK0075  DESIGNATION -  E 193
 RK0075  PID         -  RK0075
 RK0075  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0075  USGS QUAD   -  
 RK0075
 RK0075                         *CURRENT SURVEY CONTROL
 RK0075  ___________________________________________________________________
 RK0075* NAD 83(1986)-  46 21 34.     (N)    086 16 56.     (W)     SCALED    
 RK0075* NAVD 88     -       246.607  (meters)     809.08   (feet)  ADJUSTED  
 RK0075  ___________________________________________________________________
 RK0075  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 RK0075  DYNAMIC HT  -         246.624 (meters)     809.13  (feet)  COMP
 RK0075  MODELED GRAV-     980,677.0   (mgal)                       NAVD 88
 RK0075
 RK0075  VERT ORDER  -  SECOND    CLASS 0
 RK0075
 RK0075.The horizontal coordinates were scaled from a topographic map and have
 RK0075.an estimated accuracy of +/- 6 seconds.
 RK0075
 RK0075.The orthometric height was determined by differential leveling
 RK0075.and adjusted by the National Geodetic Survey in June 1991..
 RK0075
 RK0075.The geoid height was determined by GEOID03.
 RK0075
 RK0075.The dynamic height is computed by dividing the NAVD 88
 RK0075.geopotential number by the normal gravity value computed on the
 RK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0075.degrees latitude (g = 980.6199 gals.).
 RK0075
 RK0075.The modeled gravity was interpolated from observed gravity values.
 RK0075
 RK0075;                    North         East    Units  Estimated Accuracy
 RK0075;SPC MI N     -   175,430.    8,055,230.      MT  (+/- 180 meters Scaled)
 RK0075
 RK0075                          SUPERSEDED SURVEY CONTROL
 RK0075
 RK0075  NGVD 29 (??/??/92)  246.570  (m)          808.96   (f) ADJ UNCH    2 0
 RK0075
 RK0075.Superseded values are not recommended for survey control.
 RK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0075.See file dsdata.txt to determine how the superseded data were derived.
 RK0075
 RK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES552342(NAD 83)
 RK0075_MARKER: DB = BENCH MARK DISK
 RK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0075_STAMPING: E 193 1964
 RK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0075+STABILITY: SURFACE MOTION
 RK0075
 RK0075  HISTORY     - Date     Condition        Report By
 RK0075  HISTORY     - 1964     MONUMENTED       CGS
 RK0075
 RK0075                          STATION DESCRIPTION
 RK0075
 RK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0075'1.1 MI N FROM CREIGHTON.
 RK0075'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0075'BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 1.0 MILE NORTH
 RK0075'ALONG A SAND ROAD, IN S 26, T 46 N, R 16 W, BETWEEN TWO
 RK0075'CURVES AND AT THE JUNCTION OF A DIM DRIVE LEADING EAST TO AN
 RK0075'ABANDONED CAMPSITE, 38 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RK0075'12 FEET NORTH OF THE CENTER LINE OF THE DRIVE, 1.4 FEET NORTHWEST
 RK0075'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RK0075'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0426 ***********************************************************************
 RJ0426  DESIGNATION -  E 194
 RJ0426  PID         -  RJ0426
 RJ0426  STATE/COUNTY-  MI/LUCE
 RJ0426  USGS QUAD   -  NEWBERRY (1973)
 RJ0426
 RJ0426                         *CURRENT SURVEY CONTROL
 RJ0426  ___________________________________________________________________
 RJ0426* NAD 83(1986)-  46 21 23.     (N)    085 30 28.     (W)     SCALED    
 RJ0426* NAVD 88     -       237.296  (meters)     778.53   (feet)  ADJUSTED  
 RJ0426  ___________________________________________________________________
 RJ0426  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 RJ0426  DYNAMIC HT  -         237.311 (meters)     778.58  (feet)  COMP
 RJ0426  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0426
 RJ0426  VERT ORDER  -  SECOND    CLASS 0
 RJ0426
 RJ0426.The horizontal coordinates were scaled from a topographic map and have
 RJ0426.an estimated accuracy of +/- 6 seconds.
 RJ0426
 RJ0426.The orthometric height was determined by differential leveling
 RJ0426.and adjusted by the National Geodetic Survey in June 1991..
 RJ0426
 RJ0426.The geoid height was determined by GEOID03.
 RJ0426
 RJ0426.The dynamic height is computed by dividing the NAVD 88
 RJ0426.geopotential number by the normal gravity value computed on the
 RJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0426.degrees latitude (g = 980.6199 gals.).
 RJ0426
 RJ0426.The modeled gravity was interpolated from observed gravity values.
 RJ0426
 RJ0426;                    North         East    Units  Estimated Accuracy
 RJ0426;SPC MI N     -   175,920.    8,114,830.      MT  (+/- 180 meters Scaled)
 RJ0426
 RJ0426                          SUPERSEDED SURVEY CONTROL
 RJ0426
 RJ0426  NGVD 29 (??/??/92)  237.261  (m)          778.41   (f) ADJ UNCH    2 0
 RJ0426
 RJ0426.Superseded values are not recommended for survey control.
 RJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0426.See file dsdata.txt to determine how the superseded data were derived.
 RJ0426
 RJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS148347(NAD 83)
 RJ0426_MARKER: DB = BENCH MARK DISK
 RJ0426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0426_SP_SET: CONCRETE FOUNDATION
 RJ0426_STAMPING: E 194 1964
 RJ0426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0426
 RJ0426  HISTORY     - Date     Condition        Report By
 RJ0426  HISTORY     - 1964     MONUMENTED       CGS
 RJ0426  HISTORY     - 20040920 GOOD             USPSQD
 RJ0426
 RJ0426                          STATION DESCRIPTION
 RJ0426
 RJ0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0426'AT NEWBERRY.
 RJ0426'AT NEWBERRY, IN S 25, T 46 N, R 10 W, AT THE INTERSECTION OF
 RJ0426'NEWBERRY AVENUE AND TRUMAN STREET, SET VERTICALLY IN THE WEST
 RJ0426'FACE OF THE CONCRETE FOUNDATION OF AN INSET ON THE WEST FACE
 RJ0426'OF THE NORTH SIDE OF THE WEST ENTRANCE TO THE MC MILLAN TOWNSHIP
 RJ0426'HALL, 1.2 FEET NORTH OF THE NORTH WALL OF SOME STEPS LEADING
 RJ0426'TO THE ENTRANCE, 1.1 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 RJ0426'INSET, AND ABOUT LEVEL WITH THE GROUND.
 RJ0426
 RJ0426                          STATION RECOVERY (2004)
 RJ0426
 RJ0426'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0012 ***********************************************************************
 RK0012  DESIGNATION -  E 195
 RK0012  PID         -  RK0012
 RK0012  STATE/COUNTY-  MI/ALGER
 RK0012  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0012
 RK0012                         *CURRENT SURVEY CONTROL
 RK0012  ___________________________________________________________________
 RK0012* NAD 83(1986)-  46 35 03.     (N)    086 13 12.     (W)     SCALED    
 RK0012* NAVD 88     -       252.022  (meters)     826.84   (feet)  ADJUSTED  
 RK0012  ___________________________________________________________________
 RK0012  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 RK0012  DYNAMIC HT  -         252.039 (meters)     826.90  (feet)  COMP
 RK0012  MODELED GRAV-     980,677.8   (mgal)                       NAVD 88
 RK0012
 RK0012  VERT ORDER  -  SECOND    CLASS 0
 RK0012
 RK0012.The horizontal coordinates were scaled from a topographic map and have
 RK0012.an estimated accuracy of +/- 6 seconds.
 RK0012
 RK0012.The orthometric height was determined by differential leveling
 RK0012.and adjusted by the National Geodetic Survey in June 1991..
 RK0012
 RK0012.The geoid height was determined by GEOID03.
 RK0012
 RK0012.The dynamic height is computed by dividing the NAVD 88
 RK0012.geopotential number by the normal gravity value computed on the
 RK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0012.degrees latitude (g = 980.6199 gals.).
 RK0012
 RK0012.The modeled gravity was interpolated from observed gravity values.
 RK0012
 RK0012;                    North         East    Units  Estimated Accuracy
 RK0012;SPC MI N     -   200,450.    8,059,780.      MT  (+/- 180 meters Scaled)
 RK0012
 RK0012                          SUPERSEDED SURVEY CONTROL
 RK0012
 RK0012  NGVD 29 (??/??/92)  251.981  (m)          826.71   (f) ADJ UNCH    2 0
 RK0012
 RK0012.Superseded values are not recommended for survey control.
 RK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0012.See file dsdata.txt to determine how the superseded data were derived.
 RK0012
 RK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES597592(NAD 83)
 RK0012_MARKER: DB = BENCH MARK DISK
 RK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0012_STAMPING: E 195 1964
 RK0012_MARK LOGO: CGS   
 RK0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0012+STABILITY: SURFACE MOTION
 RK0012
 RK0012  HISTORY     - Date     Condition        Report By
 RK0012  HISTORY     - 1964     MONUMENTED       CGS
 RK0012  HISTORY     - 19940424 GOOD             LOCENG
 RK0012
 RK0012                          STATION DESCRIPTION
 RK0012
 RK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0012'16.5 MI SW FROM GRAND MARAIS.
 RK0012'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0012'CHURCH AT GRAND MARAIS, THENCE 14.2 MILES WEST AND SOUTH ALONG
 RK0012'COUNTY ROADS 708, 700 AND 714, THENCE 1.4 MILES SOUTH ALONG
 RK0012'COUNTY ROAD 700, IN S 5, T 48 N, R 15 W, ON THE NORTHEAST SIDE
 RK0012'OF KINGSTON LAKE, IN THE NORTHWEST EDGE OF A VERY SMALL PARKING
 RK0012'AREA, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 22 1/2
 RK0012'FEET WEST OF A 24-INCH PINE, 1.7 FEET EAST OF A METAL WITNESS
 RK0012'POST, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE
 RK0012'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0012
 RK0012                          STATION RECOVERY (1994)
 RK0012
 RK0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0012'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0030 ***********************************************************************
 RK0030  DESIGNATION -  E 196
 RK0030  PID         -  RK0030
 RK0030  STATE/COUNTY-  MI/ALGER
 RK0030  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0030
 RK0030                         *CURRENT SURVEY CONTROL
 RK0030  ___________________________________________________________________
 RK0030* NAD 83(1986)-  46 32 20.     (N)    086 00 58.     (W)     SCALED    
 RK0030* NAVD 88     -       280.724  (meters)     921.01   (feet)  ADJUSTED  
 RK0030  ___________________________________________________________________
 RK0030  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 RK0030  DYNAMIC HT  -         280.742 (meters)     921.07  (feet)  COMP
 RK0030  MODELED GRAV-     980,669.1   (mgal)                       NAVD 88
 RK0030
 RK0030  VERT ORDER  -  SECOND    CLASS 0
 RK0030
 RK0030.The horizontal coordinates were scaled from a topographic map and have
 RK0030.an estimated accuracy of +/- 6 seconds.
 RK0030
 RK0030.The orthometric height was determined by differential leveling
 RK0030.and adjusted by the National Geodetic Survey in June 1991..
 RK0030
 RK0030.The geoid height was determined by GEOID03.
 RK0030
 RK0030.The dynamic height is computed by dividing the NAVD 88
 RK0030.geopotential number by the normal gravity value computed on the
 RK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0030.degrees latitude (g = 980.6199 gals.).
 RK0030
 RK0030.The modeled gravity was interpolated from observed gravity values.
 RK0030
 RK0030;                    North         East    Units  Estimated Accuracy
 RK0030;SPC MI N     -   195,590.    8,075,460.      MT  (+/- 180 meters Scaled)
 RK0030
 RK0030                          SUPERSEDED SURVEY CONTROL
 RK0030
 RK0030  NGVD 29 (??/??/92)  280.681  (m)          920.87   (f) ADJ UNCH    2 0
 RK0030
 RK0030.Superseded values are not recommended for survey control.
 RK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0030.See file dsdata.txt to determine how the superseded data were derived.
 RK0030
 RK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES754543(NAD 83)
 RK0030_MARKER: DB = BENCH MARK DISK
 RK0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0030_STAMPING: E 196 1964
 RK0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0030+STABILITY: SURFACE MOTION
 RK0030
 RK0030  HISTORY     - Date     Condition        Report By
 RK0030  HISTORY     - 1964     MONUMENTED       CGS
 RK0030  HISTORY     - 19940507 MARK NOT FOUND   LOCENG
 RK0030  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 RK0030  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 RK0030
 RK0030                          STATION DESCRIPTION
 RK0030
 RK0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0030'9.6 MI S FROM GRAND MARAIS.
 RK0030'ABOUT 9.6 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0030'METHODIST CHURCH AT GRAND MARAIS, IN S 23, T 48 N, R 14 W, 191
 RK0030'FEET SOUTH OF THE CENTER OF THE JUNCTION OF ADAMS TRAIL WHICH IS
 RK0030'A GRAVELED ROAD LEADING SOUTHWEST, 94 FEET SOUTHWEST OF THE
 RK0030'CENTER LINE OF THE HIGHWAY, 158 FEET SOUTHEAST OF THE CENTER
 RK0030'LINE OF THE ROAD, 35 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 RK0030'SINCLAIR SERVICE STATION, 2 FEET EAST OF A POWER POLE, ABOUT 3
 RK0030'FEET ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 RK0030'CONCRETE POST PROJECTING 1 INCH.
 RK0030
 RK0030                          STATION RECOVERY (1994)
 RK0030
 RK0030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0030'MARK NOT FOUND.
 RK0030
 RK0030                          STATION RECOVERY (1994)
 RK0030
 RK0030'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0030'MARK NOT FOUND.
 RK0030
 RK0030                          STATION RECOVERY (1999)
 RK0030
 RK0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0560 ***********************************************************************
 RJ0560  DESIGNATION -  E 197
 RJ0560  PID         -  RJ0560
 RJ0560  STATE/COUNTY-  MI/ALGER
 RJ0560  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0560
 RJ0560                         *CURRENT SURVEY CONTROL
 RJ0560  ___________________________________________________________________
 RJ0560* NAD 83(1986)-  46 38 57.     (N)    085 55 38.     (W)     SCALED    
 RJ0560* NAVD 88     -       222.922  (meters)     731.37   (feet)  ADJUSTED  
 RJ0560  ___________________________________________________________________
 RJ0560  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 RJ0560  DYNAMIC HT  -         222.940 (meters)     731.43  (feet)  COMP
 RJ0560  MODELED GRAV-     980,689.8   (mgal)                       NAVD 88
 RJ0560
 RJ0560  VERT ORDER  -  SECOND    CLASS 0
 RJ0560
 RJ0560.The horizontal coordinates were scaled from a topographic map and have
 RJ0560.an estimated accuracy of +/- 6 seconds.
 RJ0560
 RJ0560.The orthometric height was determined by differential leveling
 RJ0560.and adjusted by the National Geodetic Survey in June 1991..
 RJ0560
 RJ0560.The geoid height was determined by GEOID03.
 RJ0560
 RJ0560.The dynamic height is computed by dividing the NAVD 88
 RJ0560.geopotential number by the normal gravity value computed on the
 RJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0560.degrees latitude (g = 980.6199 gals.).
 RJ0560
 RJ0560.The modeled gravity was interpolated from observed gravity values.
 RJ0560
 RJ0560;                    North         East    Units  Estimated Accuracy
 RJ0560;SPC MI N     -   207,930.    8,082,120.      MT  (+/- 180 meters Scaled)
 RJ0560
 RJ0560                          SUPERSEDED SURVEY CONTROL
 RJ0560
 RJ0560  NGVD 29 (??/??/92)  222.883  (m)          731.24   (f) ADJ UNCH    2 0
 RJ0560
 RJ0560.Superseded values are not recommended for survey control.
 RJ0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0560.See file dsdata.txt to determine how the superseded data were derived.
 RJ0560
 RJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES820667(NAD 83)
 RJ0560_MARKER: DB = BENCH MARK DISK
 RJ0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0560_STAMPING: E 197 1964
 RJ0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0560+STABILITY: SURFACE MOTION
 RJ0560
 RJ0560  HISTORY     - Date     Condition        Report By
 RJ0560  HISTORY     - 1964     MONUMENTED       CGS
 RJ0560  HISTORY     - 19930605 MARK NOT FOUND   LOCENG
 RJ0560
 RJ0560                          STATION DESCRIPTION
 RJ0560
 RJ0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0560'3.7 MI SE FROM GRAND MARAIS.
 RJ0560'ABOUT 2.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0560'AT GRAND MARAIS, THENCE 1.2 MILES SOUTH ALONG COUNTY ROAD 709,
 RJ0560'IN S 16, T 49 N, R 13 W, ABOUT 1.0 MILE NORTH OF THE JUNCTION
 RJ0560'OF COUNTY ROAD 703 LEADING WEST, ABOUT 0.3 MILE SOUTH OF THE
 RJ0560'JUNCTION OF COUNTY ROAD 711 LEADING SOUTHEAST, ON THE OUTSIDE
 RJ0560'OF A CURVE AND 39 FEET WEST OF THE CENTER LINE OF THE ROAD, 12
 RJ0560'FEET SOUTH OF THE CENTER LINE OF A DIM ROAD LEADING WEST, 1.8
 RJ0560'FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0560'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0560
 RJ0560                          STATION RECOVERY (1993)
 RJ0560
 RJ0560'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (RLJ)
 RJ0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0323 ***********************************************************************
 RJ0323  DESIGNATION -  E 198
 RJ0323  PID         -  RJ0323
 RJ0323  STATE/COUNTY-  MI/LUCE
 RJ0323  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0323
 RJ0323                         *CURRENT SURVEY CONTROL
 RJ0323  ___________________________________________________________________
 RJ0323* NAD 83(1986)-  46 38 55.     (N)    085 27 09.     (W)     SCALED    
 RJ0323* NAVD 88     -       211.341  (meters)     693.37   (feet)  ADJUSTED  
 RJ0323  ___________________________________________________________________
 RJ0323  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 RJ0323  DYNAMIC HT  -         211.358 (meters)     693.43  (feet)  COMP
 RJ0323  MODELED GRAV-     980,687.2   (mgal)                       NAVD 88
 RJ0323
 RJ0323  VERT ORDER  -  SECOND    CLASS 0
 RJ0323
 RJ0323.The horizontal coordinates were scaled from a topographic map and have
 RJ0323.an estimated accuracy of +/- 6 seconds.
 RJ0323
 RJ0323.The orthometric height was determined by differential leveling
 RJ0323.and adjusted by the National Geodetic Survey in June 1991..
 RJ0323
 RJ0323.The geoid height was determined by GEOID03.
 RJ0323
 RJ0323.The dynamic height is computed by dividing the NAVD 88
 RJ0323.geopotential number by the normal gravity value computed on the
 RJ0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0323.degrees latitude (g = 980.6199 gals.).
 RJ0323
 RJ0323.The modeled gravity was interpolated from observed gravity values.
 RJ0323
 RJ0323;                    North         East    Units  Estimated Accuracy
 RJ0323;SPC MI N     -   208,470.    8,118,450.      MT  (+/- 180 meters Scaled)
 RJ0323
 RJ0323                          SUPERSEDED SURVEY CONTROL
 RJ0323
 RJ0323  NGVD 29 (??/??/92)  211.301  (m)          693.24   (f) ADJ UNCH    2 0
 RJ0323
 RJ0323.Superseded values are not recommended for survey control.
 RJ0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0323.See file dsdata.txt to determine how the superseded data were derived.
 RJ0323
 RJ0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS184672(NAD 83)
 RJ0323_MARKER: DB = BENCH MARK DISK
 RJ0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0323_STAMPING: E 198 1964
 RJ0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0323+STABILITY: SURFACE MOTION
 RJ0323
 RJ0323  HISTORY     - Date     Condition        Report By
 RJ0323  HISTORY     - 1964     MONUMENTED       CGS
 RJ0323
 RJ0323                          STATION DESCRIPTION
 RJ0323
 RJ0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0323'12.8 MI SE FROM DEER PARK.
 RJ0323'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 417 FROM THE DEER PARK
 RJ0323'LODGE AT DEER PARK, THENCE 10.0 MILES EAST ALONG COUNTY ROADS
 RJ0323'410 AND 412, IN S 17, T 49 N, R 9 W, ABOUT 65 YARDS EAST OF THE
 RJ0323'CENTER OF THE JUNCTION OF COUNTY ROAD 414 LEADING EAST, ON THE
 RJ0323'INSIDE OF A CURVE AT A POINT WHERE COUNTY ROAD 412 TURNS
 RJ0323'NORTHEAST TO CRISP POINT AND LITTLE LAKE, 40 FEET SOUTHEAST
 RJ0323'OF THE CENTER LINE OF COUNTY ROAD 412, 44 FEET NORTH OF THE
 RJ0323'CENTER LINE OF COUNTY ROAD 414, 29 FEET EAST OF THE CENTER
 RJ0323'LINE OF A NARROW ROAD THAT CONNECTS THE TWO ROADS, 1.8 FEET
 RJ0323'WEST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF
 RJ0323'COUNTY ROAD 412, AND SET IN THE TOP OF A CONCRETE POST
 RJ0323'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0552 ***********************************************************************
 RJ0552  DESIGNATION -  E 199
 RJ0552  PID         -  RJ0552
 RJ0552  STATE/COUNTY-  MI/LUCE
 RJ0552  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0552
 RJ0552                         *CURRENT SURVEY CONTROL
 RJ0552  ___________________________________________________________________
 RJ0552* NAD 83(1986)-  46 40 42.     (N)    085 47 49.     (W)     SCALED    
 RJ0552* NAVD 88     -       188.539  (meters)     618.57   (feet)  ADJUSTED  
 RJ0552  ___________________________________________________________________
 RJ0552  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 RJ0552  DYNAMIC HT  -         188.557 (meters)     618.62  (feet)  COMP
 RJ0552  MODELED GRAV-     980,704.9   (mgal)                       NAVD 88
 RJ0552
 RJ0552  VERT ORDER  -  SECOND    CLASS 0
 RJ0552
 RJ0552.The horizontal coordinates were scaled from a topographic map and have
 RJ0552.an estimated accuracy of +/- 6 seconds.
 RJ0552
 RJ0552.The orthometric height was determined by differential leveling
 RJ0552.and adjusted by the National Geodetic Survey in June 1991..
 RJ0552
 RJ0552.The geoid height was determined by GEOID03.
 RJ0552
 RJ0552.The dynamic height is computed by dividing the NAVD 88
 RJ0552.geopotential number by the normal gravity value computed on the
 RJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0552.degrees latitude (g = 980.6199 gals.).
 RJ0552
 RJ0552.The modeled gravity was interpolated from observed gravity values.
 RJ0552
 RJ0552;                    North         East    Units  Estimated Accuracy
 RJ0552;SPC MI N     -   211,320.    8,092,040.      MT  (+/- 180 meters Scaled)
 RJ0552
 RJ0552                          SUPERSEDED SURVEY CONTROL
 RJ0552
 RJ0552  NGVD 29 (??/??/92)  188.503  (m)          618.45   (f) ADJ UNCH    2 0
 RJ0552
 RJ0552.Superseded values are not recommended for survey control.
 RJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0552.See file dsdata.txt to determine how the superseded data were derived.
 RJ0552
 RJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES920701(NAD 83)
 RJ0552_MARKER: DB = BENCH MARK DISK
 RJ0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0552_STAMPING: E 199 1964
 RJ0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0552+STABILITY: SURFACE MOTION
 RJ0552
 RJ0552  HISTORY     - Date     Condition        Report By
 RJ0552  HISTORY     - 1964     MONUMENTED       CGS
 RJ0552
 RJ0552                          STATION DESCRIPTION
 RJ0552
 RJ0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0552'9.5 MI E FROM GRAND MARAIS.
 RJ0552'ABOUT 9.5 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0552'HIGH SCHOOL AT GRAND MARAIS, IN S 3, T 49 N, R 12 W, ABOUT
 RJ0552'0.8 MILE EAST OF THE JUNCTION OF A SAND ROAD LEADING NORTHWEST
 RJ0552'TO LAKE SUPERIOR, AT A FIRE BRAKE CROSSING, 37 FEET SOUTH OF
 RJ0552'THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE CENTER
 RJ0552'LINE OF THE FIRE BRAKE, 25 1/2 FEET NORTHWEST OF THE MOST
 RJ0552'EASTERLY OF THREE 24-INCH WHITE PINE TREES, 1.9 FEET NORTHEAST
 RJ0552'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RJ0552'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0280 ***********************************************************************
 QK0280  DESIGNATION -  E 200
 QK0280  PID         -  QK0280
 QK0280  STATE/COUNTY-  MI/MACKINAC
 QK0280  USGS QUAD   -  MORAN (1976)
 QK0280
 QK0280                         *CURRENT SURVEY CONTROL
 QK0280  ___________________________________________________________________
 QK0280* NAD 83(1986)-  45 52 47.     (N)    084 50 00.     (W)     SCALED    
 QK0280* NAVD 88     -       219.829  (meters)     721.22   (feet)  ADJUSTED  
 QK0280  ___________________________________________________________________
 QK0280  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0280  DYNAMIC HT  -         219.840 (meters)     721.26  (feet)  COMP
 QK0280  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 QK0280
 QK0280  VERT ORDER  -  FIRST     CLASS 0
 QK0280
 QK0280.The horizontal coordinates were scaled from a topographic map and have
 QK0280.an estimated accuracy of +/- 6 seconds.
 QK0280
 QK0280.The orthometric height was determined by differential leveling
 QK0280.and adjusted by the National Geodetic Survey in June 1991..
 QK0280
 QK0280.The geoid height was determined by GEOID03.
 QK0280
 QK0280.The dynamic height is computed by dividing the NAVD 88
 QK0280.geopotential number by the normal gravity value computed on the
 QK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0280.degrees latitude (g = 980.6199 gals.).
 QK0280
 QK0280.The modeled gravity was interpolated from observed gravity values.
 QK0280
 QK0280;                    North         East    Units  Estimated Accuracy
 QK0280;SPC MI N     -   124,160.    8,168,170.      MT  (+/- 180 meters Scaled)
 QK0280
 QK0280                          SUPERSEDED SURVEY CONTROL
 QK0280
 QK0280  NGVD 29 (??/??/92)  219.874  (m)          721.37   (f) ADJ UNCH    1 0
 QK0280
 QK0280.Superseded values are not recommended for survey control.
 QK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0280.See file dsdata.txt to determine how the superseded data were derived.
 QK0280
 QK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR681829(NAD 83)
 QK0280_MARKER: DB = BENCH MARK DISK
 QK0280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0280_SP_SET: 3 1/2 FEET
 QK0280_STAMPING: E 200 1972
 QK0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0280
 QK0280  HISTORY     - Date     Condition        Report By
 QK0280  HISTORY     - 1972     MONUMENTED       NGS
 QK0280  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 QK0280  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0280
 QK0280                          STATION DESCRIPTION
 QK0280
 QK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0280'5.8 MI NW FROM ST IGNACE.
 QK0280'ABOUT 5.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0280'OVER I 75 AT ST IGNACE, ABOUT 0.9 MILE SOUTH OF THE INTERSECTION
 QK0280'OF CHEESMAN ROAD, IN SECTION 8, R 4 W, T 40 N, NEAR THE SOUTH
 QK0280'END OF A SMALL ROADSIDE PARK, 54 FEET WEST OF THE CENTER OF
 QK0280'THE JUNCTION OF THE HIGHWAY AND A DRIVEWAY THRU PARK, 45 1/2 FEET
 QK0280'SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY THRU PARK, 33 1/2 FEET
 QK0280'SOUTHEAST OF THE SOUTHEAST POST TO A POLE FENCE ALONG THE WEST
 QK0280'SIDE OF THE PARK, 6 FEET EAST OF A 6 INCH CYPRESS TREE, 0.6 FOOT
 QK0280'WEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL OF THE
 QK0280'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QK0280'THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QK0280'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROAD WAS
 QK0280'DRIVEN TO A DEPTH OF 3 1/2 FEET TO REFUSAL.  SECTION 8, T40N, R4W.
 QK0280
 QK0280                          STATION RECOVERY (1995)
 QK0280
 QK0280'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0280'MARK NOT FOUND.
 QK0280
 QK0280                          STATION RECOVERY (2001)
 QK0280
 QK0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0280'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0395 ***********************************************************************
 RJ0395  DESIGNATION -  E 201
 RJ0395  PID         -  RJ0395
 RJ0395  STATE/COUNTY-  MI/MACKINAC
 RJ0395  USGS QUAD   -  EPOUFETTE (1975)
 RJ0395
 RJ0395                         *CURRENT SURVEY CONTROL
 RJ0395  ___________________________________________________________________
 RJ0395* NAD 83(1986)-  46 04 03.     (N)    085 11 36.     (W)     SCALED    
 RJ0395* NAVD 88     -       205.151  (meters)     673.07   (feet)  ADJUSTED  
 RJ0395  ___________________________________________________________________
 RJ0395  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0395  DYNAMIC HT  -         205.164 (meters)     673.11  (feet)  COMP
 RJ0395  MODELED GRAV-     980,676.4   (mgal)                       NAVD 88
 RJ0395
 RJ0395  VERT ORDER  -  FIRST     CLASS 0
 RJ0395
 RJ0395.The horizontal coordinates were scaled from a topographic map and have
 RJ0395.an estimated accuracy of +/- 6 seconds.
 RJ0395
 RJ0395.The orthometric height was determined by differential leveling
 RJ0395.and adjusted by the National Geodetic Survey in June 1991..
 RJ0395
 RJ0395.The geoid height was determined by GEOID03.
 RJ0395
 RJ0395.The dynamic height is computed by dividing the NAVD 88
 RJ0395.geopotential number by the normal gravity value computed on the
 RJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0395.degrees latitude (g = 980.6199 gals.).
 RJ0395
 RJ0395.The modeled gravity was interpolated from observed gravity values.
 RJ0395
 RJ0395;                    North         East    Units  Estimated Accuracy
 RJ0395;SPC MI N     -   144,320.    8,139,760.      MT  (+/- 180 meters Scaled)
 RJ0395
 RJ0395                          SUPERSEDED SURVEY CONTROL
 RJ0395
 RJ0395  NGVD 29 (??/??/92)  205.191  (m)          673.20   (f) ADJ UNCH    1 0
 RJ0395
 RJ0395.Superseded values are not recommended for survey control.
 RJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0395.See file dsdata.txt to determine how the superseded data were derived.
 RJ0395
 RJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS397031(NAD 83)
 RJ0395_MARKER: DB = BENCH MARK DISK
 RJ0395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0395_SP_SET: 13.5 FT
 RJ0395_STAMPING: E 201 1972
 RJ0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0395
 RJ0395  HISTORY     - Date     Condition        Report By
 RJ0395  HISTORY     - 1972     MONUMENTED       NGS
 RJ0395  HISTORY     - 19950815 GOOD             USPSQD
 RJ0395  HISTORY     - 20010331 GOOD             NGS
 RJ0395  HISTORY     - 20060830 GOOD             USPSQD
 RJ0395
 RJ0395                          STATION DESCRIPTION
 RJ0395
 RJ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0395'8 MI NW FROM BREVORT.
 RJ0395'ABOUT 8.0 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0395'LUTHERAN CHURCH AT BREVORT, ABOUT 0.95 MILE NORTHWEST OF THE
 RJ0395'JUNCTION OF PAQUIN CREEK ROAD (COUNTY ROAD 722) AND THE
 RJ0395'EPOUFETTE CEMETERY, AT THE SOUTHEAST END OF A SHORT 5-FOOT HIGH
 RJ0395'BANK BETWEEN TWO RAVINES, 68 FEET SOUTHWEST OF THE CENTER LINE
 RJ0395'OF THE HIGHWAY, 26 1/2 FEET EAST OF A GROUP OF WHITE BIRCH
 RJ0395'TREES, 1.1 FEET NORTHWEST OF A METAL WITNESS POST, 1 1/2 FEET
 RJ0395'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 RJ0395'COPPER COATED STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE
 RJ0395'THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 RJ0395'WAS DRIVEN TO REFUSAL AT A DEPTH OF 13.5 FEET.  SECTION 4,
 RJ0395'T 42 N, R 7 W.
 RJ0395
 RJ0395                          STATION RECOVERY (1995)
 RJ0395
 RJ0395'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0395'RECOVERED IN GOOD CONDITION.
 RJ0395
 RJ0395                          STATION RECOVERY (2001)
 RJ0395
 RJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0395
 RJ0395                          STATION RECOVERY (2006)
 RJ0395
 RJ0395'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0515 ***********************************************************************
 RJ0515  DESIGNATION -  E 202
 RJ0515  PID         -  RJ0515
 RJ0515  STATE/COUNTY-  MI/MACKINAC
 RJ0515  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0515
 RJ0515                         *CURRENT SURVEY CONTROL
 RJ0515  ___________________________________________________________________
 RJ0515* NAD 83(1986)-  46 06 03.     (N)    085 48 33.     (W)     SCALED    
 RJ0515* NAVD 88     -       226.754  (meters)     743.94   (feet)  ADJUSTED  
 RJ0515  ___________________________________________________________________
 RJ0515  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0515  DYNAMIC HT  -         226.766 (meters)     743.98  (feet)  COMP
 RJ0515  MODELED GRAV-     980,662.7   (mgal)                       NAVD 88
 RJ0515
 RJ0515  VERT ORDER  -  FIRST     CLASS 0
 RJ0515
 RJ0515.The horizontal coordinates were scaled from a topographic map and have
 RJ0515.an estimated accuracy of +/- 6 seconds.
 RJ0515
 RJ0515.The orthometric height was determined by differential leveling
 RJ0515.and adjusted by the National Geodetic Survey in June 1991..
 RJ0515
 RJ0515.The geoid height was determined by GEOID03.
 RJ0515
 RJ0515.The dynamic height is computed by dividing the NAVD 88
 RJ0515.geopotential number by the normal gravity value computed on the
 RJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0515.degrees latitude (g = 980.6199 gals.).
 RJ0515
 RJ0515.The modeled gravity was interpolated from observed gravity values.
 RJ0515
 RJ0515;                    North         East    Units  Estimated Accuracy
 RJ0515;SPC MI N     -   147,120.    8,092,070.      MT  (+/- 180 meters Scaled)
 RJ0515
 RJ0515                          SUPERSEDED SURVEY CONTROL
 RJ0515
 RJ0515  NGVD 29 (??/??/92)  226.72   (m)          743.8    (f) COMPUTED    1 0
 RJ0515
 RJ0515.Superseded values are not recommended for survey control.
 RJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0515.See file dsdata.txt to determine how the superseded data were derived.
 RJ0515
 RJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES920059(NAD 83)
 RJ0515_MARKER: DB = BENCH MARK DISK
 RJ0515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0515_SP_SET: 21 FEET
 RJ0515_STAMPING: E 202 1972
 RJ0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0515
 RJ0515  HISTORY     - Date     Condition        Report By
 RJ0515  HISTORY     - 1972     MONUMENTED       NGS
 RJ0515  HISTORY     - 19950816 GOOD             USPSQD
 RJ0515  HISTORY     - 20021030 GOOD             MIDT
 RJ0515  HISTORY     - 20021111 GOOD             USPSQD
 RJ0515  HISTORY     - 20040416 GOOD             USPSQD
 RJ0515  HISTORY     - 20060915 POOR             USPSQD
 RJ0515
 RJ0515                          STATION DESCRIPTION
 RJ0515
 RJ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0515'5.7 MI W FROM GOULD CITY.
 RJ0515'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0515'OFFICE AT GOULD CITY, THENCE 5.35 MILES WEST ALONG U.S. HIGHWAY
 RJ0515'2, 118 FEET WEST OF THE CENTER LINE OF MILAKOKIA LAKE ROAD, 159
 RJ0515'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 5 1/2 FEET
 RJ0515'NORTH OF POWER LINE POLE 1832 (MOST NORTHERLY ONE OF TWO POLES),
 RJ0515'1 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0515'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 RJ0515'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED
 RJ0515'IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL
 RJ0515'OF THE GROUND.  THE ROD WAS DRIVE TO REFUSAL AT A DEPTH OF 21
 RJ0515'FEET.  SEC 28, T 43 N, R 12 W.
 RJ0515
 RJ0515                          STATION RECOVERY (1995)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0515'RECOVERED IN GOOD CONDITION.
 RJ0515
 RJ0515                          STATION RECOVERY (2002)
 RJ0515
 RJ0515'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0515'METAL WITNES POST IS GONE REPLACED WITH CARSONITE POST 1 FOOT SOUTH
 RJ0515
 RJ0515                          STATION RECOVERY (2002)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0515'RECOVERED IN GOOD CONDITION.
 RJ0515
 RJ0515                          STATION RECOVERY (2004)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0515'RECOVERED IN GOOD CONDITION.
 RJ0515
 RJ0515                          STATION RECOVERY (2006)
 RJ0515
 RJ0515'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0515'ENCASEMENT PIPE WITH ROD AND DISK HAS BEEN TILTED ASKEW, PROBABLY BY
 RJ0515'HEAVY EQUIPMENT DURING CONSTRUCTION OF POWER LINE THROUGH THIS SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0038 ***********************************************************************
 QL0038  DESIGNATION -  E 203
 QL0038  PID         -  QL0038
 QL0038  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0038  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0038
 QL0038                         *CURRENT SURVEY CONTROL
 QL0038  ___________________________________________________________________
 QL0038* NAD 83(1986)-  45 58 07.     (N)    086 09 29.     (W)     SCALED    
 QL0038* NAVD 88     -       200.114  (meters)     656.54   (feet)  ADJUSTED  
 QL0038  ___________________________________________________________________
 QL0038  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 QL0038  DYNAMIC HT  -         200.121 (meters)     656.56  (feet)  COMP
 QL0038  MODELED GRAV-     980,643.6   (mgal)                       NAVD 88
 QL0038
 QL0038  VERT ORDER  -  FIRST     CLASS 0
 QL0038
 QL0038.The horizontal coordinates were scaled from a topographic map and have
 QL0038.an estimated accuracy of +/- 6 seconds.
 QL0038
 QL0038.The orthometric height was determined by differential leveling
 QL0038.and adjusted by the National Geodetic Survey in June 1991..
 QL0038
 QL0038.The geoid height was determined by GEOID03.
 QL0038
 QL0038.The dynamic height is computed by dividing the NAVD 88
 QL0038.geopotential number by the normal gravity value computed on the
 QL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0038.degrees latitude (g = 980.6199 gals.).
 QL0038
 QL0038.The modeled gravity was interpolated from observed gravity values.
 QL0038
 QL0038;                    North         East    Units  Estimated Accuracy
 QL0038;SPC MI N     -   132,080.    8,065,250.      MT  (+/- 180 meters Scaled)
 QL0038
 QL0038                          SUPERSEDED SURVEY CONTROL
 QL0038
 QL0038  NGVD 29 (??/??/92)  200.147  (m)          656.65   (f) ADJ UNCH    1 0
 QL0038
 QL0038.Superseded values are not recommended for survey control.
 QL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0038.See file dsdata.txt to determine how the superseded data were derived.
 QL0038
 QL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER652909(NAD 83)
 QL0038_MARKER: DB = BENCH MARK DISK
 QL0038_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0038_SP_SET: 16 FT
 QL0038_STAMPING: E 203 1972
 QL0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0038+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0038
 QL0038  HISTORY     - Date     Condition        Report By
 QL0038  HISTORY     - 1972     MONUMENTED       NGS
 QL0038  HISTORY     - 1978     GOOD             MIDH
 QL0038  HISTORY     - 20010911 GOOD             MIDT
 QL0038  HISTORY     - 20040416 GOOD             USPSQD
 QL0038  HISTORY     - 20060918 GOOD             USPSQD
 QL0038
 QL0038                          STATION DESCRIPTION
 QL0038
 QL0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0038'5.4 MI E FROM MANISTIQUE.
 QL0038'ABOUT 5.35 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0038'AT MANISTIQUE, AT THE WEST END OF A CURVE IN THE HIGHWAY, 78
 QL0038'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND THE JUNCTION
 QL0038'OF A GRAVEL ROAD LEADING NORTH, 38 FEET SOUTH OF THE WEST END
 QL0038'OF THE SOUTH CONCRETE HEADWALL FOR A PIPE CULVERT, 7 FEET SOUTH
 QL0038'OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY
 QL0038'MARKER, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET BELOW
 QL0038'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 QL0038'COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND
 QL0038'AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE
 QL0038'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16
 QL0038'FEET.  SECTION 3,2,10,11, T 41N, R 15W
 QL0038
 QL0038                          STATION RECOVERY (1978)
 QL0038
 QL0038'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0038'RECOVERED IN GOOD CONDITION.
 QL0038
 QL0038                          STATION RECOVERY (2001)
 QL0038
 QL0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0038'RECOVERED IN GOOD CONDITION.
 QL0038
 QL0038                          STATION RECOVERY (2004)
 QL0038
 QL0038'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0038' 
 QL0038' 
 QL0038' 
 QL0038' 
 QL0038' 
 QL0038' 
 QL0038
 QL0038                          STATION RECOVERY (2006)
 QL0038
 QL0038'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0104 ***********************************************************************
 QL0104  DESIGNATION -  E 204
 QL0104  PID         -  QL0104
 QL0104  STATE/COUNTY-  MI/DELTA
 QL0104  USGS QUAD   -  ST JACQUES (1985)
 QL0104
 QL0104                         *CURRENT SURVEY CONTROL
 QL0104  ___________________________________________________________________
 QL0104* NAD 83(1986)-  45 53 21.     (N)    086 38 14.     (W)     SCALED    
 QL0104* NAVD 88     -       192.150  (meters)     630.41   (feet)  ADJUSTED  
 QL0104  ___________________________________________________________________
 QL0104  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QL0104  DYNAMIC HT  -         192.152 (meters)     630.42  (feet)  COMP
 QL0104  MODELED GRAV-     980,619.3   (mgal)                       NAVD 88
 QL0104
 QL0104  VERT ORDER  -  FIRST     CLASS 0
 QL0104
 QL0104.The horizontal coordinates were scaled from a topographic map and have
 QL0104.an estimated accuracy of +/- 6 seconds.
 QL0104
 QL0104.The orthometric height was determined by differential leveling
 QL0104.and adjusted by the National Geodetic Survey in June 1991..
 QL0104
 QL0104.The geoid height was determined by GEOID03.
 QL0104
 QL0104.The dynamic height is computed by dividing the NAVD 88
 QL0104.geopotential number by the normal gravity value computed on the
 QL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0104.degrees latitude (g = 980.6199 gals.).
 QL0104
 QL0104.The modeled gravity was interpolated from observed gravity values.
 QL0104
 QL0104;                    North         East    Units  Estimated Accuracy
 QL0104;SPC MI N     -   122,970.    8,028,160.      MT  (+/- 180 meters Scaled)
 QL0104
 QL0104                          SUPERSEDED SURVEY CONTROL
 QL0104
 QL0104  NGVD 29 (??/??/92)  192.13   (m)          630.3    (f) COMPUTED    1 0
 QL0104
 QL0104.Superseded values are not recommended for survey control.
 QL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0104.See file dsdata.txt to determine how the superseded data were derived.
 QL0104
 QL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER281817(NAD 83)
 QL0104_MARKER: DB = BENCH MARK DISK
 QL0104_SETTING: 66 = SET IN ROCK OUTCROP
 QL0104_SP_SET: ROCK LEDGE
 QL0104_STAMPING: E 204 1972
 QL0104_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0104+STABILITY: POSITION/ELEVATION WELL
 QL0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0104+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0104
 QL0104  HISTORY     - Date     Condition        Report By
 QL0104  HISTORY     - 1972     MONUMENTED       NGS
 QL0104  HISTORY     - 20020401 GOOD             MIDT
 QL0104  HISTORY     - 20050201 GOOD             MIDT
 QL0104  HISTORY     - 20060918 GOOD             USPSQD
 QL0104
 QL0104                          STATION DESCRIPTION
 QL0104
 QL0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0104'8.4 MI W FROM COOKS.
 QL0104'ABOUT 8.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0104'COUNTY ROAD 442 AT COOKS, 0.1 MILE WEST OF THE INTERSECTION OF
 QL0104'GRAVEL ROAD, ABOUT 200 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 QL0104'FROM A SMALL ROCK QUARRY, 85 1/2 FEET EAST OF POWER POLE N
 QL0104'59-35-150 THAT IS BRACED BY GUY WIRES, 43.6 FEET NORTH OF THE
 QL0104'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A LEDGE OF ROCK
 QL0104'ALONG THE SOUTH SIDE OF A ROCK CUT, 2 FEET ABOVE THE LEVEL OF THE
 QL0104'DITCH AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.  SECTION 3,
 QL0104'T 40 N, R 19 W.
 QL0104
 QL0104                          STATION RECOVERY (2002)
 QL0104
 QL0104'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0104'RECOVERED IN GOOD CONDITION.
 QL0104
 QL0104                          STATION RECOVERY (2005)
 QL0104
 QL0104'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0104'RECOVERED IN GOOD CONDITION.
 QL0104
 QL0104                          STATION RECOVERY (2006)
 QL0104
 QL0104'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0196 ***********************************************************************
 QL0196  DESIGNATION -  E 205
 QL0196  PID         -  QL0196
 QL0196  STATE/COUNTY-  MI/DELTA
 QL0196  USGS QUAD   -  GLADSTONE (1985)
 QL0196
 QL0196                         *CURRENT SURVEY CONTROL
 QL0196  ___________________________________________________________________
 QL0196* NAD 83(1986)-  45 48 38.     (N)    087 03 34.     (W)     SCALED    
 QL0196* NAVD 88     -       184.269  (meters)     604.56   (feet)  ADJUSTED  
 QL0196  ___________________________________________________________________
 QL0196  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 QL0196  DYNAMIC HT  -         184.270 (meters)     604.56  (feet)  COMP
 QL0196  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 QL0196
 QL0196  VERT ORDER  -  FIRST     CLASS 0
 QL0196
 QL0196.The horizontal coordinates were scaled from a topographic map and have
 QL0196.an estimated accuracy of +/- 6 seconds.
 QL0196
 QL0196.The orthometric height was determined by differential leveling
 QL0196.and adjusted by the National Geodetic Survey in June 1991..
 QL0196
 QL0196.The geoid height was determined by GEOID03.
 QL0196
 QL0196.The dynamic height is computed by dividing the NAVD 88
 QL0196.geopotential number by the normal gravity value computed on the
 QL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0196.degrees latitude (g = 980.6199 gals.).
 QL0196
 QL0196.The modeled gravity was interpolated from observed gravity values.
 QL0196
 QL0196;                    North         East    Units  Estimated Accuracy
 QL0196;SPC MI N     -   114,170.    7,995,380.      MT  (+/- 180 meters Scaled)
 QL0196
 QL0196                          SUPERSEDED SURVEY CONTROL
 QL0196
 QL0196  NGVD 29 (??/??/92)  184.28   (m)          604.6    (f) COMPUTED    1 0
 QL0196
 QL0196.Superseded values are not recommended for survey control.
 QL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0196.See file dsdata.txt to determine how the superseded data were derived.
 QL0196
 QL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR953730(NAD 83)
 QL0196_MARKER: DB = BENCH MARK DISK
 QL0196_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0196_SP_SET: 24 FT
 QL0196_STAMPING: E 205 1972
 QL0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0196+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 QL0196
 QL0196  HISTORY     - Date     Condition        Report By
 QL0196  HISTORY     - 1972     MONUMENTED       NGS
 QL0196  HISTORY     - 20010813 GOOD             MIDT
 QL0196  HISTORY     - 20020614 GOOD             JCLS
 QL0196  HISTORY     - 20041101 GOOD             USPSQD
 QL0196  HISTORY     - 20060918 GOOD             USPSQD
 QL0196
 QL0196                          STATION DESCRIPTION
 QL0196
 QL0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0196'2.8 MI SW FROM GLADSTONE.
 QL0196'ABOUT 2.75 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 AND 41 AND STATE
 QL0196'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0196'RAILROAD FROM THE STATION AT GLADSTONE, 60 1/2 FEET NORTHWEST
 QL0196'OF THE CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAYS, 27.6
 QL0196'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE M, ST P AND S STE
 QL0196'M RAILROAD, 79.5 FEET SOUTHWEST OF THE SOUTHEAST END OF A 30
 QL0196'INCH IRON CULVERT UNDER THE TRACK AT MILEAGE 339.86, 81 FEET
 QL0196'SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE HEADWALL FOR A
 QL0196'PIPE CULVERT UNDER THE HIGHWAY, 9 1/2 FEET NORTHEAST OF A
 QL0196'TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 0.6 FOOT SOUTHWEST
 QL0196'OF A METAL WITNESS POST, IN LINE WITH A ROW OF POLES, 0.6 FOOT
 QL0196'SOUTHWEST OF A METAL WITNESS POST, 3 FEET ABOVE THE LEVEL OF THE
 QL0196'HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 QL0196'THAT IS FLUSH WITH THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 QL0196'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QL0196'WAS DRIVEN TO A DEPTH OF 24 FEET.  SECTION 6, T 39 N, R 22 W.
 QL0196
 QL0196                          STATION RECOVERY (2001)
 QL0196
 QL0196'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (HHH)
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2002)
 QL0196
 QL0196'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2004)
 QL0196
 QL0196'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0196'RECOVERED IN GOOD CONDITION.
 QL0196
 QL0196                          STATION RECOVERY (2006)
 QL0196
 QL0196'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0495 ***********************************************************************
 RJ0495  DESIGNATION -  E 206
 RJ0495  PID         -  RJ0495
 RJ0495  STATE/COUNTY-  MI/MACKINAC
 RJ0495  USGS QUAD   -  ENGADINE (1973)
 RJ0495
 RJ0495                         *CURRENT SURVEY CONTROL
 RJ0495  ___________________________________________________________________
 RJ0495* NAD 83(1986)-  46 06 03.     (N)    085 33 14.     (W)     SCALED    
 RJ0495* NAVD 88     -       193.647  (meters)     635.32   (feet)  ADJUSTED  
 RJ0495  ___________________________________________________________________
 RJ0495  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0495  DYNAMIC HT  -         193.658 (meters)     635.36  (feet)  COMP
 RJ0495  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RJ0495
 RJ0495  VERT ORDER  -  FIRST     CLASS 0
 RJ0495
 RJ0495.The horizontal coordinates were scaled from a topographic map and have
 RJ0495.an estimated accuracy of +/- 6 seconds.
 RJ0495
 RJ0495.The orthometric height was determined by differential leveling
 RJ0495.and adjusted by the National Geodetic Survey in June 1991..
 RJ0495
 RJ0495.The geoid height was determined by GEOID03.
 RJ0495
 RJ0495.The dynamic height is computed by dividing the NAVD 88
 RJ0495.geopotential number by the normal gravity value computed on the
 RJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0495.degrees latitude (g = 980.6199 gals.).
 RJ0495
 RJ0495.The modeled gravity was interpolated from observed gravity values.
 RJ0495
 RJ0495;                    North         East    Units  Estimated Accuracy
 RJ0495;SPC MI N     -   147,450.    8,111,800.      MT  (+/- 180 meters Scaled)
 RJ0495
 RJ0495                          SUPERSEDED SURVEY CONTROL
 RJ0495
 RJ0495  NGVD 29 (??/??/92)  193.686  (m)          635.45   (f) ADJ UNCH    1 0
 RJ0495
 RJ0495.Superseded values are not recommended for survey control.
 RJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0495.See file dsdata.txt to determine how the superseded data were derived.
 RJ0495
 RJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS117062(NAD 83)
 RJ0495_MARKER: DB = BENCH MARK DISK
 RJ0495_SETTING: 80 = SET IN A BOULDER
 RJ0495_SP_SET: BOULDER
 RJ0495_STAMPING: E 206 1972
 RJ0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0495+STABILITY: SURFACE MOTION
 RJ0495
 RJ0495  HISTORY     - Date     Condition        Report By
 RJ0495  HISTORY     - 1972     MONUMENTED       NGS
 RJ0495  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ0495  HISTORY     - 19991020 GOOD             MIDT
 RJ0495  HISTORY     - 20021111 GOOD             USPSQD
 RJ0495  HISTORY     - 20040417 GOOD             USPSQD
 RJ0495  HISTORY     - 20060915 GOOD             USPSQD
 RJ0495
 RJ0495                          STATION DESCRIPTION
 RJ0495
 RJ0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0495'5 MI W FROM NAUBINWAY.
 RJ0495'ABOUT 5.05 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0495'CHURCH AT NAUBINWAY, ABOUT 0.75 MILE EAST OF THE JUNCTION OF
 RJ0495'STATE HIGHWAY 117 LEADING NORTH, NEAR THE EAST END OF A GROUP
 RJ0495'OF EXPOSED BOULDERS, SET IN THE TOP OF AN EMBEDDED BOULDER THAT
 RJ0495'IS ABOUT 12 FEET LONG- 9 FEET WIDE AND PROJECTS 2 FEET ON THE
 RJ0495'WEST SIDE, 43 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0495'1.2 FEET EAST OF THE WEST END OF THE BOULDER AND ABOUT LEVEL
 RJ0495'WITH THE HIGHWAY.
 RJ0495
 RJ0495                          STATION RECOVERY (1995)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0495'MARK NOT FOUND.
 RJ0495
 RJ0495                          STATION RECOVERY (1999)
 RJ0495
 RJ0495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0495'0.79 MILES EASTERLY ALONG US-2 FROM THE INTERSECTION OF M-117, 90 FEET
 RJ0495'EAST OF THE EXTENSION OF CENTERLINE OF PRIVATE DRIVE TO THE SOUTH,
 RJ0495'44.5 FEET NORTH OF EXISTING CENTERLINE OF US-2 AND 5.6 FEET SOUTH OF A
 RJ0495'FIBERGLASS WITNESS POST.
 RJ0495
 RJ0495                          STATION RECOVERY (2002)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0495'RECOVERED IN GOOD CONDITION.
 RJ0495
 RJ0495                          STATION RECOVERY (2004)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0495'RECOVERED IN GOOD CONDITION.
 RJ0495
 RJ0495                          STATION RECOVERY (2006)
 RJ0495
 RJ0495'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0234 ***********************************************************************
 QL0234  DESIGNATION -  E 207
 QL0234  PID         -  QL0234
 QL0234  STATE/COUNTY-  MI/DELTA
 QL0234  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0234
 QL0234                         *CURRENT SURVEY CONTROL
 QL0234  ___________________________________________________________________
 QL0234* NAD 83(1986)-  45 36 16.     (N)    087 13 21.     (W)     SCALED    
 QL0234* NAVD 88     -       179.869  (meters)     590.12   (feet)  ADJUSTED  
 QL0234  ___________________________________________________________________
 QL0234  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 QL0234  DYNAMIC HT  -         179.864 (meters)     590.10  (feet)  COMP
 QL0234  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 QL0234
 QL0234  VERT ORDER  -  FIRST     CLASS 0
 QL0234
 QL0234.The horizontal coordinates were scaled from a topographic map and have
 QL0234.an estimated accuracy of +/- 6 seconds.
 QL0234
 QL0234.The orthometric height was determined by differential leveling
 QL0234.and adjusted by the National Geodetic Survey in June 1991..
 QL0234
 QL0234.The geoid height was determined by GEOID03.
 QL0234
 QL0234.The dynamic height is computed by dividing the NAVD 88
 QL0234.geopotential number by the normal gravity value computed on the
 QL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0234.degrees latitude (g = 980.6199 gals.).
 QL0234
 QL0234.The modeled gravity was interpolated from observed gravity values.
 QL0234
 QL0234;                    North         East    Units  Estimated Accuracy
 QL0234;SPC MI N     -    91,290.    7,982,640.      MT  (+/- 180 meters Scaled)
 QL0234
 QL0234                          SUPERSEDED SURVEY CONTROL
 QL0234
 QL0234.No superseded survey control is available for this station.
 QL0234
 QL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR826501(NAD 83)
 QL0234_MARKER: DB = BENCH MARK DISK
 QL0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0234_SP_SET: CULVERT
 QL0234_STAMPING: E 207 1972
 QL0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0234+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0234
 QL0234  HISTORY     - Date     Condition        Report By
 QL0234  HISTORY     - 1972     MONUMENTED       NGS
 QL0234  HISTORY     - 19910620 GOOD             USPSQD
 QL0234  HISTORY     - 19960919 GOOD             USPSQD
 QL0234  HISTORY     - 20011025 GOOD             USPSQD
 QL0234  HISTORY     - 20030411 GOOD             USPSQD
 QL0234  HISTORY     - 20040913 GOOD             DAVWAN
 QL0234  HISTORY     - 20060406 GOOD             USPSQD
 QL0234
 QL0234                          STATION DESCRIPTION
 QL0234
 QL0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0234'13.1 MI SW FROM ESCANABA.
 QL0234'ABOUT 13.1 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0234'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 0.7 MILE
 QL0234'NORTHEAST OF THE INTERSECTION OF COUNTY ROAD 535, SET IN THE
 QL0234'TOP OF THE NORTHEAST END OF THE SOUTHEAST HEADWALL FOR A 10 FOOT
 QL0234'CONCRETE BOX CULVERT FOR A SMALL STREAM, 30 FEET SOUTHEAST OF
 QL0234'THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF THE NORTHEAST
 QL0234'END OF THE HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0234'SECTION 13, T37N, R24W.
 QL0234
 QL0234                          STATION RECOVERY (1991)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (1996)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2001)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2003)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2004)
 QL0234
 QL0234'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0234'RECOVERED IN GOOD CONDITION.
 QL0234
 QL0234                          STATION RECOVERY (2006)
 QL0234
 QL0234'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0325 ***********************************************************************
 QL0325  DESIGNATION -  E 208
 QL0325  PID         -  QL0325
 QL0325  STATE/COUNTY-  MI/MENOMINEE
 QL0325  USGS QUAD   -  BIRCH CREEK (1976)
 QL0325
 QL0325                         *CURRENT SURVEY CONTROL
 QL0325  ___________________________________________________________________
 QL0325* NAD 83(1986)-  45 11 16.     (N)    087 33 25.     (W)     SCALED    
 QL0325* NAVD 88     -       178.099  (meters)     584.31   (feet)  ADJUSTED  
 QL0325  ___________________________________________________________________
 QL0325  GEOID HEIGHT-         -37.02  (meters)                     GEOID03
 QL0325  DYNAMIC HT  -         178.082 (meters)     584.26  (feet)  COMP
 QL0325  MODELED GRAV-     980,518.4   (mgal)                       NAVD 88
 QL0325
 QL0325  VERT ORDER  -  FIRST     CLASS 0
 QL0325
 QL0325.The horizontal coordinates were scaled from a topographic map and have
 QL0325.an estimated accuracy of +/- 6 seconds.
 QL0325
 QL0325.The orthometric height was determined by differential leveling
 QL0325.and adjusted by the National Geodetic Survey in June 1991..
 QL0325
 QL0325.The geoid height was determined by GEOID03.
 QL0325
 QL0325.The dynamic height is computed by dividing the NAVD 88
 QL0325.geopotential number by the normal gravity value computed on the
 QL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0325.degrees latitude (g = 980.6199 gals.).
 QL0325
 QL0325.The modeled gravity was interpolated from observed gravity values.
 QL0325
 QL0325;                    North         East    Units  Estimated Accuracy
 QL0325;SPC MI N     -    45,110.    7,956,230.      MT  (+/- 180 meters Scaled)
 QL0325
 QL0325                          SUPERSEDED SURVEY CONTROL
 QL0325
 QL0325  NGVD 29 (??/??/92)  178.06   (m)          584.2    (f) COMPUTED    1 0
 QL0325
 QL0325.Superseded values are not recommended for survey control.
 QL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0325.See file dsdata.txt to determine how the superseded data were derived.
 QL0325
 QL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR562039(NAD 83)
 QL0325_MARKER: DV = VERTICAL CONTROL DISK
 QL0325_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0325_SP_SET: 34.2 FEET
 QL0325_STAMPING: E 208 1972
 QL0325_MARK LOGO: NGS   
 QL0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0325+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 QL0325
 QL0325  HISTORY     - Date     Condition        Report By
 QL0325  HISTORY     - 1972     MONUMENTED       NGS
 QL0325  HISTORY     - 1990     GOOD             USPSQD
 QL0325  HISTORY     - 19910816 GOOD             USPSQD
 QL0325  HISTORY     - 19940426 GOOD             MIDT
 QL0325  HISTORY     - 20020601 GOOD             USPSQD
 QL0325  HISTORY     - 20030605 GOOD             USPSQD
 QL0325  HISTORY     - 20040817 GOOD             WILCOX
 QL0325  HISTORY     - 20060409 GOOD             USPSQD
 QL0325
 QL0325                          STATION DESCRIPTION
 QL0325
 QL0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0325'4.8 MI NE FROM MENOMINEE.
 QL0325'ABOUT 4.85 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0325'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.1 MILE
 QL0325'NORTHEAST OF THE JUNCTION OF TWIN CREEK ROAD, AT THE JUNCTION
 QL0325'OF A DRIVEWAY LEADING TO THE DAVIS MARKET, 59 FEET NORTHWEST
 QL0325'OF THE CENTER LINE OF THE HIGHWAY, 95 FEET EAST OF THE EAST
 QL0325'CORNER OF THE CONCRETE BLOCK MARKET BUILDING, 27 FEET NORTH OF
 QL0325'THE CENTER LINE OF DRIVEWAY, 9 1/2 FEET NORTHEAST OF POWER
 QL0325'POLE 3226-6R33-2-95, 0.6 FOOT SOUTHEAST OF A METAL WITNESS
 QL0325'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 QL0325'THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6
 QL0325'INCH METAL PIPE THAT PROJECTS 1/2 FOOT ABOVE THE LEVEL OF THE
 QL0325'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FEET.
 QL0325'SECTION 6, T 32 N, R 26 W.
 QL0325
 QL0325                          STATION RECOVERY (1990)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (1991)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (1994)
 QL0325
 QL0325'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0325'RECOVERED AS DESCRIBED.
 QL0325
 QL0325                          STATION RECOVERY (2002)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (2003)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 2003 (RWB)
 QL0325'THE FORMER DAVIS MARKET IS NOW A PRIVATE RESIDENCE, LIGHT GRAY IN
 QL0325'COLOR, WITH AN ATTACHED FLAT ROOFED GARAGE.
 QL0325
 QL0325                          STATION RECOVERY (2004)
 QL0325
 QL0325'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0325'RECOVERED IN GOOD CONDITION.
 QL0325
 QL0325                          STATION RECOVERY (2006)
 QL0325
 QL0325'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0171 ***********************************************************************
 RK0171  DESIGNATION -  E 22
 RK0171  PID         -  RK0171
 RK0171  STATE/COUNTY-  MI/MARQUETTE
 RK0171  USGS QUAD   -  GWINN (1975)
 RK0171
 RK0171                         *CURRENT SURVEY CONTROL
 RK0171  ___________________________________________________________________
 RK0171* NAD 83(1986)-  46 19 27.     (N)    087 24 18.     (W)     SCALED    
 RK0171* NAVD 88     -       354.731  (meters)    1163.81   (feet)  POSTED    
 RK0171  ___________________________________________________________________
 RK0171  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 RK0171  DYNAMIC HT  -         354.740 (meters)    1163.84  (feet)  COMP
 RK0171  MODELED GRAV-     980,637.1   (mgal)                       NAVD 88
 RK0171
 RK0171  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RK0171
 RK0171.The horizontal coordinates were scaled from a topographic map and have
 RK0171.an estimated accuracy of +/- 6 seconds.
 RK0171
 RK0171.The orthometric height was determined by differential leveling
 RK0171.and adjusted by the National Geodetic Survey in 1992..
 RK0171.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RK0171.rate of 4.1 thru 8.0 mm/km.
 RK0171
 RK0171.The geoid height was determined by GEOID03.
 RK0171
 RK0171.The dynamic height is computed by dividing the NAVD 88
 RK0171.geopotential number by the normal gravity value computed on the
 RK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0171.degrees latitude (g = 980.6199 gals.).
 RK0171
 RK0171.The modeled gravity was interpolated from observed gravity values.
 RK0171
 RK0171;                    North         East    Units  Estimated Accuracy
 RK0171;SPC MI N     -   171,330.    7,968,810.      MT  (+/- 180 meters Scaled)
 RK0171
 RK0171                          SUPERSEDED SURVEY CONTROL
 RK0171
 RK0171  NGVD 29 (??/??/92)  354.591  (m)         1163.35   (f) ADJ UNCH    1 2
 RK0171
 RK0171.Superseded values are not recommended for survey control.
 RK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0171.See file dsdata.txt to determine how the superseded data were derived.
 RK0171
 RK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS688301(NAD 83)
 RK0171_MARKER: DB = BENCH MARK DISK
 RK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0171_STAMPING: ELEV 1163.357 FT E 22 1917
 RK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0171+STABILITY: SURFACE MOTION
 RK0171
 RK0171  HISTORY     - Date     Condition        Report By
 RK0171  HISTORY     - 1917     MONUMENTED       CGS
 RK0171  HISTORY     - 1958     GOOD             NGS
 RK0171
 RK0171                          STATION DESCRIPTION
 RK0171
 RK0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RK0171'AT PLAINS.
 RK0171'AT PLAINS, MARQUETTE COUNTY, 30 YARDS NORTHWEST OF THE CHICAGO
 RK0171'AND NORTH WESTERN RAILWAWY STATION SIGN, 22 FEET SOUTHEAST
 RK0171'OF COUNTY ROAD 553 CROSSING THE TRACK, 46 FEET NORTHEAST OF THE
 RK0171'CENTERLINE OF THE TRACK, AND 7.3 FEET NORTH OF A POLE.  A
 RK0171'STANDARD DISK, STAMPED ELEV 1163.357 FT. E 22 1917 AND SET
 RK0171'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0869 ***********************************************************************
 MC0869  DESIGNATION -  E 234
 MC0869  PID         -  MC0869
 MC0869  STATE/COUNTY-  MI/MONROE
 MC0869  USGS QUAD   -  STONY POINT (1978)
 MC0869
 MC0869                         *CURRENT SURVEY CONTROL
 MC0869  ___________________________________________________________________
 MC0869* NAD 83(1986)-  41 58 13.     (N)    083 17 20.     (W)     SCALED    
 MC0869* NAVD 88     -       178.897  (meters)     586.93   (feet)  ADJUSTED  
 MC0869  ___________________________________________________________________
 MC0869  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC0869  DYNAMIC HT  -         178.834 (meters)     586.72  (feet)  COMP
 MC0869  MODELED GRAV-     980,267.2   (mgal)                       NAVD 88
 MC0869
 MC0869  VERT ORDER  -  FIRST     CLASS II
 MC0869
 MC0869.The horizontal coordinates were scaled from a topographic map and have
 MC0869.an estimated accuracy of +/- 6 seconds.
 MC0869
 MC0869.The orthometric height was determined by differential leveling
 MC0869.and adjusted by the National Geodetic Survey in June 1991..
 MC0869
 MC0869.The geoid height was determined by GEOID03.
 MC0869
 MC0869.The dynamic height is computed by dividing the NAVD 88
 MC0869.geopotential number by the normal gravity value computed on the
 MC0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0869.degrees latitude (g = 980.6199 gals.).
 MC0869
 MC0869.The modeled gravity was interpolated from observed gravity values.
 MC0869
 MC0869;                    North         East    Units  Estimated Accuracy
 MC0869;SPC MI S     -    52,810.    4,089,340.      MT  (+/- 180 meters Scaled)
 MC0869
 MC0869                          SUPERSEDED SURVEY CONTROL
 MC0869
 MC0869  NGVD 29 (??/??/92)  179.069  (m)          587.50   (f) ADJ UNCH    1 2
 MC0869
 MC0869.Superseded values are not recommended for survey control.
 MC0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0869.See file dsdata.txt to determine how the superseded data were derived.
 MC0869
 MC0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG103490(NAD 83)
 MC0869_MARKER: I = METAL ROD
 MC0869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC0869_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC0869_STAMPING: E 234 1980
 MC0869_PROJECTION: FLUSH
 MC0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0869+STABILITY: POSITION/ELEVATION WELL
 MC0869_ROD/PIPE-DEPTH: 6    meters
 MC0869_SLEEVE-DEPTH  : 0 meters
 MC0869
 MC0869  HISTORY     - Date     Condition        Report By
 MC0869  HISTORY     - 1980     MONUMENTED       NGS
 MC0869
 MC0869                          STATION DESCRIPTION
 MC0869
 MC0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0869'2.83 KM SOUTH FROM OLDPORT.
 MC0869'2.83 KILOMETER (1.75 MILES) SOUTH ALONG DIXIE HIGHWAY FROM THE
 MC0869'ST. CHARLES CHATOLIC CHURCH IN OLDPORT, AT THE EAST FENCE CORNER
 MC0869'OF A WOODEN CORAL AY THE JUNCTION OF DIXIE HIGHWAY AND A PRIVATE
 MC0869'PAVED ROAD LEADING TO THE ENRICO FERMI ATOMIC POWER PLANT,
 MC0869'43.586 METERS (142 FEET) EAST OF THE CENTER LINE OF DIXIE HIGHWAY,
 MC0869'47.2 METERS (139 FEET) EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 MC0869'DIXIE HIGHWAY AND THE PRIVATE ROAD, 11.673 METERS (38.8 FEET)
 MC0869'SOUTH OF THE CENTER OF THE PRIVATE ROAD, 6.10 METERS (20.0 FEET) SOUTH
 MC0869'OF THE NORTHEAST CORNER OF THE CORRAL, AND 0.61 METERS (2.0 FEET)
 MC0869'EAST OF THE WOODEN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0893 ***********************************************************************
 NE0893  DESIGNATION -  E 235
 NE0893  PID         -  NE0893
 NE0893  STATE/COUNTY-  MI/WAYNE
 NE0893  USGS QUAD   -  GROSSE POINTE (1983)
 NE0893
 NE0893                         *CURRENT SURVEY CONTROL
 NE0893  ___________________________________________________________________
 NE0893* NAD 83(1986)-  42 25 21.     (N)    082 52 52.     (W)     SCALED    
 NE0893* NAVD 88     -       177.969  (meters)     583.89   (feet)  ADJUSTED  
 NE0893  ___________________________________________________________________
 NE0893  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0893  DYNAMIC HT  -         177.917 (meters)     583.72  (feet)  COMP
 NE0893  MODELED GRAV-     980,328.6   (mgal)                       NAVD 88
 NE0893
 NE0893  VERT ORDER  -  FIRST     CLASS II
 NE0893
 NE0893.The horizontal coordinates were scaled from a topographic map and have
 NE0893.an estimated accuracy of +/- 6 seconds.
 NE0893
 NE0893.The orthometric height was determined by differential leveling
 NE0893.and adjusted by the National Geodetic Survey in June 1991..
 NE0893
 NE0893.The geoid height was determined by GEOID03.
 NE0893
 NE0893.The dynamic height is computed by dividing the NAVD 88
 NE0893.geopotential number by the normal gravity value computed on the
 NE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0893.degrees latitude (g = 980.6199 gals.).
 NE0893
 NE0893.The modeled gravity was interpolated from observed gravity values.
 NE0893
 NE0893;                    North         East    Units  Estimated Accuracy
 NE0893;SPC MI S     -   103,550.    4,122,250.      MT  (+/- 180 meters Scaled)
 NE0893
 NE0893                          SUPERSEDED SURVEY CONTROL
 NE0893
 NE0893  NGVD 29 (??/??/??)  178.121  (m)          584.39   (f) ADJUSTED    1 2
 NE0893
 NE0893.Superseded values are not recommended for survey control.
 NE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0893.See file dsdata.txt to determine how the superseded data were derived.
 NE0893
 NE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG452984(NAD 83)
 NE0893_MARKER: I = METAL ROD
 NE0893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0893_SP_SET: STAINLESS STEEL ROD
 NE0893_STAMPING: E 235 1980
 NE0893_PROJECTION: RECESSED 8 CENTIMETERS
 NE0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0893_ROD/PIPE-DEPTH: 4.9  meters
 NE0893
 NE0893  HISTORY     - Date     Condition        Report By
 NE0893  HISTORY     - 1980     MONUMENTED       NGS
 NE0893
 NE0893                          STATION DESCRIPTION
 NE0893
 NE0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0893'IN GROSSE POINTE SHORES.
 NE0893'IN GROSSE POINTE SHORES, AT THE T-JUNCTION OF LAKE SHORE ROAD AND
 NE0893'CLAIREVIEW ROAD, AT THE NORTH END OF A 2-FOOT BRICK WALL ON THE WEST
 NE0893'SIDE OF LAKE SHORE ROAD, 7.2 METERS (23.7 FEET) WEST OF THE WEST
 NE0893'CURB OF THE SOUTH BOUND LANES OF LAKE SHORE ROAD, 5.6 METERS (18.4
 NE0893'FEET) SOUTH OF THE SOUTH CURB OF CLAIREVIEW, 3.3 METERS (10.8 FEET)
 NE0893'WEST OF THE WEST EDGE OF THE SIDEWALK PARALLELING LAKE SHORE ROAD,
 NE0893'0.9 METER (3 FEET) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK PARALLELING
 NE0893'CLAIREVIEW, AND 0.75 METER (2.5 FEET) EAST OF THE SOUTHEAST CORNER
 NE0893'OF THE CONCRETE AND BRICK CORNER PILLAR ON THE NORTH END OF THE
 NE0893'BRICK WALL.
 NE0893'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0915 ***********************************************************************
 NE0915  DESIGNATION -  E 236
 NE0915  PID         -  NE0915
 NE0915  STATE/COUNTY-  MI/MACOMB
 NE0915  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0915
 NE0915                         *CURRENT SURVEY CONTROL
 NE0915  ___________________________________________________________________
 NE0915* NAD 83(1986)-  42 40 35.     (N)    082 44 53.     (W)     SCALED    
 NE0915* NAVD 88     -       178.601  (meters)     585.96   (feet)  ADJUSTED  
 NE0915  ___________________________________________________________________
 NE0915  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0915  DYNAMIC HT  -         178.550 (meters)     585.79  (feet)  COMP
 NE0915  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 NE0915
 NE0915  VERT ORDER  -  FIRST     CLASS II
 NE0915
 NE0915.The horizontal coordinates were scaled from a topographic map and have
 NE0915.an estimated accuracy of +/- 6 seconds.
 NE0915
 NE0915.The orthometric height was determined by differential leveling
 NE0915.and adjusted by the National Geodetic Survey in June 1991..
 NE0915
 NE0915.The geoid height was determined by GEOID03.
 NE0915
 NE0915.The dynamic height is computed by dividing the NAVD 88
 NE0915.geopotential number by the normal gravity value computed on the
 NE0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0915.degrees latitude (g = 980.6199 gals.).
 NE0915
 NE0915.The modeled gravity was interpolated from observed gravity values.
 NE0915
 NE0915;                    North         East    Units  Estimated Accuracy
 NE0915;SPC MI S     -   131,950.    4,132,650.      MT  (+/- 180 meters Scaled)
 NE0915
 NE0915                          SUPERSEDED SURVEY CONTROL
 NE0915
 NE0915  NGVD 29 (??/??/??)  178.724  (m)          586.36   (f) ADJUSTED    1 2
 NE0915
 NE0915.Superseded values are not recommended for survey control.
 NE0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0915.See file dsdata.txt to determine how the superseded data were derived.
 NE0915
 NE0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH567263(NAD 83)
 NE0915_MARKER: I = METAL ROD
 NE0915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0915_SP_SET: STAINLESS STEEL ROD
 NE0915_STAMPING: E 236 1980
 NE0915_MARK LOGO: NGS   
 NE0915_PROJECTION: RECESSED 10 CENTIMETERS
 NE0915_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0915+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2006
 NE0915_ROD/PIPE-DEPTH: 10.6 meters
 NE0915
 NE0915  HISTORY     - Date     Condition        Report By
 NE0915  HISTORY     - 1980     MONUMENTED       NGS
 NE0915  HISTORY     - 19940515 GOOD             LOCENG
 NE0915  HISTORY     - 19950521 GOOD             USPSQD
 NE0915  HISTORY     - 20010331 GOOD             NGS
 NE0915  HISTORY     - 20060707 GOOD             SPALD
 NE0915
 NE0915                          STATION DESCRIPTION
 NE0915
 NE0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0915'IN NEW BALTIMORE.
 NE0915'IN NEW BALTIMORE, SET AT THE SOUTHWEST CORNER OF LUMBER JACK INC.
 NE0915'(ACE HARDWARE)25269 23 MILE ROAD, DIRECTLY ACROSS 23 MILE ROAD
 NE0915'FRON THE JUNCTION OF JEFFERSON AVENUE, 5.2 METERS (17.0 FEET) SOUTH-
 NE0915'EAST OF THE SOUTHWEST CORNER OF THE AIR CONDITION UNIT, 3.1 METER
 NE0915'(10.2 FEET) EAST OF THE EAST EDGE OF THE SIDEWALK, 0.61 METER
 NE0915'(2.0 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF THE BUUILDING,
 NE0915'0.45 METER (1.5 FEET) NORTH OF THE NORTH EDGE OF THE SIDEWALK.
 NE0915'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0915
 NE0915                          STATION RECOVERY (1994)
 NE0915
 NE0915'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0915'RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION IS QUESTIONABLE
 NE0915'FOR GPS OCCUPATIONS DUE TO A BUILDING TO THE EAST OBSTRUCTING UP TO
 NE0915'EIGHTY DEGREES ABOVE THE HORIZON.
 NE0915
 NE0915                          STATION RECOVERY (1995)
 NE0915
 NE0915'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0915'RECOVERED IN GOOD CONDITION.
 NE0915
 NE0915                          STATION RECOVERY (2001)
 NE0915
 NE0915'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0915'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NE0915
 NE0915                          STATION RECOVERY (2006)
 NE0915
 NE0915'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0644 ***********************************************************************
 OJ0644  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0644  DESIGNATION -  E 237
 OJ0644  PID         -  OJ0644
 OJ0644  STATE/COUNTY-  MI/HURON
 OJ0644  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0644
 OJ0644                         *CURRENT SURVEY CONTROL
 OJ0644  ___________________________________________________________________
 OJ0644* NAD 83(1986)-  43 50 41.     (N)    082 38 56.     (W)     SCALED    
 OJ0644* NAVD 88     -       179.762  (meters)     589.77   (feet)  ADJUSTED  
 OJ0644  ___________________________________________________________________
 OJ0644  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0644  DYNAMIC HT  -         179.732 (meters)     589.67  (feet)  COMP
 OJ0644  MODELED GRAV-     980,450.2   (mgal)                       NAVD 88
 OJ0644
 OJ0644  VERT ORDER  -  FIRST     CLASS II
 OJ0644
 OJ0644.The horizontal coordinates were scaled from a topographic map and have
 OJ0644.an estimated accuracy of +/- 6 seconds.
 OJ0644
 OJ0644.The orthometric height was determined by differential leveling
 OJ0644.and adjusted by the National Geodetic Survey in June 1991..
 OJ0644
 OJ0644.This Tidal Bench Mark is designated as VM 13037
 OJ0644.by the Center for Operational Oceanographic Products and Services.
 OJ0644
 OJ0644.The geoid height was determined by GEOID03.
 OJ0644
 OJ0644.The dynamic height is computed by dividing the NAVD 88
 OJ0644.geopotential number by the normal gravity value computed on the
 OJ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0644.degrees latitude (g = 980.6199 gals.).
 OJ0644
 OJ0644.The modeled gravity was interpolated from observed gravity values.
 OJ0644
 OJ0644;                    North         East    Units  Estimated Accuracy
 OJ0644;SPC MI S     -   261,870.    4,138,130.      MT  (+/- 180 meters Scaled)
 OJ0644
 OJ0644                          SUPERSEDED SURVEY CONTROL
 OJ0644
 OJ0644  NGVD 29 (??/??/??)  179.873  (m)          590.13   (f) ADJUSTED    1 2
 OJ0644
 OJ0644.Superseded values are not recommended for survey control.
 OJ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0644.See file dsdata.txt to determine how the superseded data were derived.
 OJ0644
 OJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ674559(NAD 83)
 OJ0644_MARKER: DV = VERTICAL CONTROL DISK
 OJ0644_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OJ0644_SP_SET: CONCRETE BUILDING WALL
 OJ0644_STAMPING: E 237 1980
 OJ0644_MARK LOGO: NGS   
 OJ0644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0644+STABILITY: POSITION/ELEVATION WELL
 OJ0644
 OJ0644  HISTORY     - Date     Condition        Report By
 OJ0644  HISTORY     - 1980     MONUMENTED       NGS
 OJ0644  HISTORY     - 19941013 GOOD             NOS
 OJ0644  HISTORY     - 19951026 GOOD             NOS
 OJ0644
 OJ0644                          STATION DESCRIPTION
 OJ0644
 OJ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0644'IN HARBOR BEACH.
 OJ0644'IN HARBOR BEACH, ON THE PROPERTY OF THE HURCULES POWER INC, SET
 OJ0644'VERTICALLY IN THE SOUTHEAST FACE NEAR THE EAST CORNER OF THE MAIN
 OJ0644'OFFICE BUILDING A THREE STORY CONCRETE BUILDING NUMBER 8102,
 OJ0644'0.35 METER (1.15 FEET) SOUTHWEST OF THE EAST CORNER OF THE BUILDING,
 OJ0644'0.35 METER (1.15 FEET) NORTHEAST OF THE NORTHEAST SIDE OF A WINDOW
 OJ0644'SILL.
 OJ0644
 OJ0644                          STATION RECOVERY (1994)
 OJ0644
 OJ0644'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0644'IN HARBOR BEACH, HURON COUNTY, MICHIGAN, ON THE PROPERTY OF THE
 OJ0644'CHAMPLAIN INDUSTRIES (FORMER HURCULES POWDER INC.) , SET VERTICALLY IN
 OJ0644'THE SOUTHEAST FACE NEAR THE EAST CORNER OF THE MAIN OFFICE BUILDING A
 OJ0644'THREE STORY CONCRETE BUILDING NUMBER 8102, 28.6 METERS (93.8 FT)
 OJ0644'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF MAIN OFFICE BUILDING, 0.35
 OJ0644'METER (1.15 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 OJ0644'0.35 METER (1.15 FT) NORTHEAST OF THE NORTHEAST SIDE OF A WINDOW SILL.
 OJ0644'BEING 1.0 METERS (3.3 FT) ABOVE GROUND.
 OJ0644
 OJ0644                          STATION RECOVERY (1995)
 OJ0644
 OJ0644'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0644'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0611 ***********************************************************************
 OJ0611  DESIGNATION -  E 238
 OJ0611  PID         -  OJ0611
 OJ0611  STATE/COUNTY-  MI/SANILAC
 OJ0611  USGS QUAD   -  CROSWELL (1976)
 OJ0611
 OJ0611                         *CURRENT SURVEY CONTROL
 OJ0611  ___________________________________________________________________
 OJ0611* NAD 83(1986)-  43 19 24.     (N)    082 32 06.     (W)     SCALED    
 OJ0611* NAVD 88     -       188.731  (meters)     619.20   (feet)  ADJUSTED  
 OJ0611  ___________________________________________________________________
 OJ0611  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0611  DYNAMIC HT  -         188.693 (meters)     619.07  (feet)  COMP
 OJ0611  MODELED GRAV-     980,414.3   (mgal)                       NAVD 88
 OJ0611
 OJ0611  VERT ORDER  -  FIRST     CLASS II
 OJ0611
 OJ0611.The horizontal coordinates were scaled from a topographic map and have
 OJ0611.an estimated accuracy of +/- 6 seconds.
 OJ0611
 OJ0611.The orthometric height was determined by differential leveling
 OJ0611.and adjusted by the National Geodetic Survey in June 1991..
 OJ0611
 OJ0611.The geoid height was determined by GEOID03.
 OJ0611
 OJ0611.The dynamic height is computed by dividing the NAVD 88
 OJ0611.geopotential number by the normal gravity value computed on the
 OJ0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0611.degrees latitude (g = 980.6199 gals.).
 OJ0611
 OJ0611.The modeled gravity was interpolated from observed gravity values.
 OJ0611
 OJ0611;                    North         East    Units  Estimated Accuracy
 OJ0611;SPC MI S     -   204,150.    4,148,550.      MT  (+/- 180 meters Scaled)
 OJ0611
 OJ0611                          SUPERSEDED SURVEY CONTROL
 OJ0611
 OJ0611  NGVD 29 (??/??/??)  188.848  (m)          619.58   (f) ADJUSTED    1 2
 OJ0611
 OJ0611.Superseded values are not recommended for survey control.
 OJ0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0611.See file dsdata.txt to determine how the superseded data were derived.
 OJ0611
 OJ0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH755978(NAD 83)
 OJ0611_MARKER: I = METAL ROD
 OJ0611_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0611_SP_SET: STAINLESS STEEL ROD
 OJ0611_STAMPING: E 238 1980
 OJ0611_PROJECTION: FLUSH
 OJ0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0611_ROD/PIPE-DEPTH: 3.3  meters
 OJ0611
 OJ0611  HISTORY     - Date     Condition        Report By
 OJ0611  HISTORY     - 1980     MONUMENTED       NGS
 OJ0611  HISTORY     - 19940727 GOOD             USPSQD
 OJ0611
 OJ0611                          STATION DESCRIPTION
 OJ0611
 OJ0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0611'6.35 KM NORTH FROM LEXINGTON.
 OJ0611'6.35 KILOMETERS (3.95 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0611'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, TO THE MARK
 OJ0611'ON THE LEFT, SET AT THE NORTHEAST CORNER OF HOUSE NUMBER 3590 A
 OJ0611'SMALL SINGLE STORY FRAME HOUSE AND IS NORTHWEST AND ACROSS THE
 OJ0611'HIGHWAY FROM THE ENTRANCE TO THE BEACHCOMBER MATEL. 40.53 METERS
 OJ0611'(133.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 4.71 METERS
 OJ0611'(15.6 FEET) NORTH OF THE NORTH FACE OF THE STEPS TO THE FRONT PORCH,
 OJ0611'0.65 METER (2.1 FEET) NORTHEAST OF THE NORTHEAST CORNER OF THE
 OJ0611'HOUSE, NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD REFUSAL
 OJ0611'AT 3.3 METERS.
 OJ0611'THE MARK IS 0.1 M BELOW GROUND.
 OJ0611
 OJ0611                          STATION RECOVERY (1994)
 OJ0611
 OJ0611'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0611'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0639 ***********************************************************************
 OJ0639  DESIGNATION -  E 239
 OJ0639  PID         -  OJ0639
 OJ0639  STATE/COUNTY-  MI/HURON
 OJ0639  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0639
 OJ0639                         *CURRENT SURVEY CONTROL
 OJ0639  ___________________________________________________________________
 OJ0639* NAD 83(1986)-  43 47 04.     (N)    082 37 37.     (W)     SCALED    
 OJ0639* NAVD 88     -       181.660  (meters)     596.00   (feet)  ADJUSTED  
 OJ0639  ___________________________________________________________________
 OJ0639  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OJ0639  DYNAMIC HT  -         181.628 (meters)     595.89  (feet)  COMP
 OJ0639  MODELED GRAV-     980,438.6   (mgal)                       NAVD 88
 OJ0639
 OJ0639  VERT ORDER  -  FIRST     CLASS II
 OJ0639
 OJ0639.The horizontal coordinates were scaled from a topographic map and have
 OJ0639.an estimated accuracy of +/- 6 seconds.
 OJ0639
 OJ0639.The orthometric height was determined by differential leveling
 OJ0639.and adjusted by the National Geodetic Survey in June 1991..
 OJ0639
 OJ0639.The geoid height was determined by GEOID03.
 OJ0639
 OJ0639.The dynamic height is computed by dividing the NAVD 88
 OJ0639.geopotential number by the normal gravity value computed on the
 OJ0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0639.degrees latitude (g = 980.6199 gals.).
 OJ0639
 OJ0639.The modeled gravity was interpolated from observed gravity values.
 OJ0639
 OJ0639;                    North         East    Units  Estimated Accuracy
 OJ0639;SPC MI S     -   255,210.    4,140,040.      MT  (+/- 180 meters Scaled)
 OJ0639
 OJ0639                          SUPERSEDED SURVEY CONTROL
 OJ0639
 OJ0639  NGVD 29 (??/??/??)  181.769  (m)          596.35   (f) ADJUSTED    1 2
 OJ0639
 OJ0639.Superseded values are not recommended for survey control.
 OJ0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0639.See file dsdata.txt to determine how the superseded data were derived.
 OJ0639
 OJ0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ690492(NAD 83)
 OJ0639_MARKER: I = METAL ROD
 OJ0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0639_SP_SET: STAINLESS STEEL ROD
 OJ0639_STAMPING: E 239 1980
 OJ0639_PROJECTION: FLUSH
 OJ0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0639_ROD/PIPE-DEPTH: 3.2  meters
 OJ0639
 OJ0639  HISTORY     - Date     Condition        Report By
 OJ0639  HISTORY     - 1980     MONUMENTED       NGS
 OJ0639  HISTORY     - 19991211 GOOD             USPSQD
 OJ0639
 OJ0639                          STATION DESCRIPTION
 OJ0639
 OJ0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0639'7.4 KM SOUTH FROM HARBOR BEACH.
 OJ0639'7.4 KILOMETERS (4.6 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM
 OJ0639'THE JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET EAST OF THE
 OJ0639'HIGHWAY NEAR THE NORTHWEST CORNER OF CHARLIE KLUMP RESTAURANT.
 OJ0639'33.2 METERS (109.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0639'0.55 METER (1.8 FEET) WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 OJ0639'METERS.
 OJ0639
 OJ0639                          STATION RECOVERY (1999)
 OJ0639
 OJ0639'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0639'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0014 ***********************************************************************
 NG0014  DESIGNATION -  E 25
 NG0014  PID         -  NG0014
 NG0014  STATE/COUNTY-  MI/OTTAWA
 NG0014  USGS QUAD   -  HOLLAND EAST (1980)
 NG0014
 NG0014                         *CURRENT SURVEY CONTROL
 NG0014  ___________________________________________________________________
 NG0014* NAD 83(1986)-  42 49 34.     (N)    086 06 45.     (W)     SCALED    
 NG0014* NAVD 88     -       187.806  (meters)     616.16   (feet)  ADJUSTED  
 NG0014  ___________________________________________________________________
 NG0014  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NG0014  DYNAMIC HT  -         187.761 (meters)     616.01  (feet)  COMP
 NG0014  MODELED GRAV-     980,376.0   (mgal)                       NAVD 88
 NG0014
 NG0014  VERT ORDER  -  FIRST     CLASS II
 NG0014
 NG0014.The horizontal coordinates were scaled from a topographic map and have
 NG0014.an estimated accuracy of +/- 6 seconds.
 NG0014
 NG0014.The orthometric height was determined by differential leveling
 NG0014.and adjusted by the National Geodetic Survey in June 1991..
 NG0014
 NG0014.The geoid height was determined by GEOID03.
 NG0014
 NG0014.The dynamic height is computed by dividing the NAVD 88
 NG0014.geopotential number by the normal gravity value computed on the
 NG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0014.degrees latitude (g = 980.6199 gals.).
 NG0014
 NG0014.The modeled gravity was interpolated from observed gravity values.
 NG0014
 NG0014;                    North         East    Units  Estimated Accuracy
 NG0014;SPC MI S     -   148,780.    3,857,270.      MT  (+/- 180 meters Scaled)
 NG0014
 NG0014                          SUPERSEDED SURVEY CONTROL
 NG0014
 NG0014  NGVD 29 (??/??/92)  187.958  (m)          616.66   (f) ADJ UNCH    1 2
 NG0014
 NG0014.Superseded values are not recommended for survey control.
 NG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0014.See file dsdata.txt to determine how the superseded data were derived.
 NG0014
 NG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN725418(NAD 83)
 NG0014_MARKER: DB = BENCH MARK DISK
 NG0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0014_STAMPING: 616.659 E 25 1930
 NG0014_MARK LOGO: CGS   
 NG0014_PROJECTION: PROJECTING 10 CENTIMETERS
 NG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0014+STABILITY: SURFACE MOTION
 NG0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0014+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2004
 NG0014
 NG0014  HISTORY     - Date     Condition        Report By
 NG0014  HISTORY     - 1930     MONUMENTED       CGS
 NG0014  HISTORY     - 1934     GOOD             NGS
 NG0014  HISTORY     - 1984     GOOD             NGS
 NG0014  HISTORY     - 1988     POOR             USPSQD
 NG0014  HISTORY     - 20040429 GOOD             INDIV
 NG0014
 NG0014                          STATION DESCRIPTION
 NG0014
 NG0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0014'2.7 MI N FROM HOLLAND.
 NG0014'2.7 MILES NORTH ALONG THE PERE MARQUETTE RAILWAY FROM HOLLAND,
 NG0014'OTTAWA COUNTY, 9-3/4 RAILS SOUTH OF MILEPOST P 73, AT A
 NG0014'COUNTRY-ROAD CROSSING, 65 FEET SOUTH OF THE CENTERLINE OF THE
 NG0014'ROAD, AND 32.4 FEET WEST OF THE WEST RAIL.  A STANDARD DISK,
 NG0014'STAMPED 616.659 E 25 1930 AND SET IN THE TOP OF A CONCRETE POST
 NG0014'PROJECTING 4 INCHES ABOVE GROUND.
 NG0014
 NG0014                          STATION RECOVERY (1984)
 NG0014
 NG0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0014'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.4 KM
 NG0014'(1.5 MI) NORTH ALONG RIVER AVENUE FROM THE CITY HALL AND 11TH STREET
 NG0014'IN HOLLAND, THENCE 2.0 KM (1.25 MI) NORTH ALONG 136TH AVENUE, THENCE
 NG0014'0.4 KM (0.25 MI) EAST ALONG RILEY STREET, AT THE CROSSING OF THE
 NG0014'CHESAPEAKE AND OHIO RAILROAD TRACKS, 18.10 METERS (59.5 FT) SOUTH OF
 NG0014'THE CENTERLINE OF RILEY STREET, 13.70 METERS (15.0 FT) SOUTHEAST OF A
 NG0014'POWERLINE POLE, 9.69 METERS (31.8 FT) WEST OF THE WEST RAIL, AND
 NG0014'0.27 METERS (0.9 FT) WEST OF A METAL WITNESS POST.  NOTE, THE DISK HAS
 NG0014'BEEN SCARRED AND THE STAMPING IS PARITALLY GONE.
 NG0014'THE MARK IS 0.2 METERS  N FROM A WITNESS POST.
 NG0014'THE MARK IS 0.6 M BELOW TRACKS.
 NG0014
 NG0014                          STATION RECOVERY (1988)
 NG0014
 NG0014'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0014'MARK RECOVERED IN POOR CONDITION.
 NG0014
 NG0014                          STATION RECOVERY (2004)
 NG0014
 NG0014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0014'STABILITY APPEARED TO BE FINE, EVEN THOUGH SCARS WERE PRESENT ON THE
 NG0014'DISC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0035 ***********************************************************************
 PM0035  DESIGNATION -  E 27
 PM0035  PID         -  PM0035
 PM0035  STATE/COUNTY-  MI/MANISTEE
 PM0035  USGS QUAD   -  MILLERTON (1987)
 PM0035
 PM0035                         *CURRENT SURVEY CONTROL
 PM0035  ___________________________________________________________________
 PM0035* NAD 83(1986)-  44 20 55.     (N)    086 06 02.     (W)     SCALED    
 PM0035* NAVD 88     -       233.805  (meters)     767.08   (feet)  ADJUSTED  
 PM0035  ___________________________________________________________________
 PM0035  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 PM0035  DYNAMIC HT  -         233.778 (meters)     766.99  (feet)  COMP
 PM0035  MODELED GRAV-     980,494.0   (mgal)                       NAVD 88
 PM0035
 PM0035  VERT ORDER  -  FIRST     CLASS II
 PM0035
 PM0035.The horizontal coordinates were scaled from a topographic map and have
 PM0035.an estimated accuracy of +/- 6 seconds.
 PM0035
 PM0035.The orthometric height was determined by differential leveling
 PM0035.and adjusted by the National Geodetic Survey in June 1991..
 PM0035.WARNING-Repeat measurements at this control monument indicate possible
 PM0035.vertical movement.
 PM0035
 PM0035.The geoid height was determined by GEOID03.
 PM0035
 PM0035.The dynamic height is computed by dividing the NAVD 88
 PM0035.geopotential number by the normal gravity value computed on the
 PM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0035.degrees latitude (g = 980.6199 gals.).
 PM0035
 PM0035.The modeled gravity was interpolated from observed gravity values.
 PM0035
 PM0035;                    North         East    Units  Estimated Accuracy
 PM0035;SPC MI C     -   116,150.    5,861,760.      MT  (+/- 180 meters Scaled)
 PM0035
 PM0035                          SUPERSEDED SURVEY CONTROL
 PM0035
 PM0035  NGVD 29 (??/??/92)  233.937  (m)          767.51   (f) ADJ UNCH    1 2
 PM0035
 PM0035.Superseded values are not recommended for survey control.
 PM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0035.See file dsdata.txt to determine how the superseded data were derived.
 PM0035
 PM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ716109(NAD 83)
 PM0035_MARKER: DB = BENCH MARK DISK
 PM0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0035_STAMPING: 767.508 E 27 1930
 PM0035_MARK LOGO: CGS   
 PM0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0035+STABILITY: SURFACE MOTION
 PM0035
 PM0035  HISTORY     - Date     Condition        Report By
 PM0035  HISTORY     - 1930     MONUMENTED       CGS
 PM0035  HISTORY     - 1954     GOOD             NGS
 PM0035  HISTORY     - 1984     GOOD             NGS
 PM0035  HISTORY     - 19961001 GOOD             USPSQD
 PM0035  HISTORY     - 20031010 GOOD             USPSQD
 PM0035
 PM0035                          STATION DESCRIPTION
 PM0035
 PM0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PM0035'AT CHIEF LAKE.
 PM0035'AT CHIEF LAKE, MANISTEE COUNTY, AT THE MANISTEE AND NORTHEASTERN
 PM0035'RAILROAD STATION, DIRECTLY OPPOSITE THE TICKET OFFICE WINDOW, AND
 PM0035'31 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 166 FEET EAST OF
 PM0035'THE CENTER OF THE NORTH AND SOUTH ROAD.  A STANDARD DISK,
 PM0035'STAMPED 767.508 E 27 1930 AND SET IN THE TOP OF A CONCRETE POST
 PM0035'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PM0035
 PM0035                          STATION RECOVERY (1984)
 PM0035
 PM0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0035'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD TRACKS AND STATION
 PM0035'HAVE BEEN REMOVED.  THE BENCH MARK IS LOCATED NEAR THE SOUTHEAST
 PM0035'CORNER OF A MOWED LAWN AREA, 10.1 METERS (33.0 FT) NORTH OF THE
 PM0035'APPROXIMATE CENTER OF THE OLD RAILROAD BED, NOW A TRACK ROAD LEADING
 PM0035'EAST, AND 51.2 METERS (168.0 FT) EAST OF A NORTH-SOUTH ASPHALT ROAD.
 PM0035
 PM0035                          STATION RECOVERY (1996)
 PM0035
 PM0035'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0035'RECOVERED IN GOOD CONDITION.
 PM0035
 PM0035                          STATION RECOVERY (2003)
 PM0035
 PM0035'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0204 ***********************************************************************
 PL0204  DESIGNATION -  E 28
 PL0204  PID         -  PL0204
 PL0204  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0204  USGS QUAD   -  WALTON (1985)
 PL0204
 PL0204                         *CURRENT SURVEY CONTROL
 PL0204  ___________________________________________________________________
 PL0204* NAD 83(1986)-  44 31 15.     (N)    085 24 01.     (W)     SCALED    
 PL0204* NAVD 88     -       310.480  (meters)    1018.63   (feet)  ADJUSTED  
 PL0204  ___________________________________________________________________
 PL0204  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 PL0204  DYNAMIC HT  -         310.446 (meters)    1018.52  (feet)  COMP
 PL0204  MODELED GRAV-     980,501.4   (mgal)                       NAVD 88
 PL0204
 PL0204  VERT ORDER  -  FIRST     CLASS II
 PL0204
 PL0204.The horizontal coordinates were scaled from a topographic map and have
 PL0204.an estimated accuracy of +/- 6 seconds.
 PL0204
 PL0204.The orthometric height was determined by differential leveling
 PL0204.and adjusted by the National Geodetic Survey in June 1991..
 PL0204.WARNING-Repeat measurements at this control monument indicate possible
 PL0204.vertical movement.
 PL0204
 PL0204.The geoid height was determined by GEOID03.
 PL0204
 PL0204.The dynamic height is computed by dividing the NAVD 88
 PL0204.geopotential number by the normal gravity value computed on the
 PL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0204.degrees latitude (g = 980.6199 gals.).
 PL0204
 PL0204.The modeled gravity was interpolated from observed gravity values.
 PL0204
 PL0204;                    North         East    Units  Estimated Accuracy
 PL0204;SPC MI C     -   134,330.    5,917,830.      MT  (+/- 180 meters Scaled)
 PL0204
 PL0204                          SUPERSEDED SURVEY CONTROL
 PL0204
 PL0204  NGVD 29 (??/??/92)  310.570  (m)         1018.93   (f) ADJ UNCH    1 2
 PL0204
 PL0204.Superseded values are not recommended for survey control.
 PL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0204.See file dsdata.txt to determine how the superseded data were derived.
 PL0204
 PL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ271309(NAD 83)
 PL0204_MARKER: DB = BENCH MARK DISK
 PL0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0204_STAMPING: 1018.928 E 28 1930
 PL0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0204+STABILITY: SURFACE MOTION
 PL0204
 PL0204  HISTORY     - Date     Condition        Report By
 PL0204  HISTORY     - 1930     MONUMENTED       CGS
 PL0204  HISTORY     - 1934     GOOD             NGS
 PL0204  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0204  HISTORY     - 19831018 MARK NOT FOUND   USGS
 PL0204  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 PL0204
 PL0204                          STATION DESCRIPTION
 PL0204
 PL0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0204'AT WALTON JUNCTION.
 PL0204'AT WALTON JUNCTION, GRAND TRAVERSE COUNTY, 82 FEET SOUTH OF THE
 PL0204'SOUTH END OF THE PENNSYLVANIA RAILROAD STATION, BETWEEN THE
 PL0204'MAIN TRACK AND A SIDETRACK, AND 22.6 FEET WEST OF THE WEST RAIL
 PL0204'OF THE MAIN TRACK.  A STANDARD DISK, STAMPED 1018.928 E 28 1930
 PL0204'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 PL0204'ABOVE GROUND.
 PL0204
 PL0204                          STATION RECOVERY (1983)
 PL0204
 PL0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0204'MARK NOT FOUND.
 PL0204
 PL0204                          STATION RECOVERY (1983)
 PL0204
 PL0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 (DFP)
 PL0204'MARK NOT FOUND.
 PL0204
 PL0204                          STATION RECOVERY (1999)
 PL0204
 PL0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0391 ***********************************************************************
 OJ0391  DESIGNATION -  E 29
 OJ0391  PID         -  OJ0391
 OJ0391  STATE/COUNTY-  MI/ARENAC
 OJ0391  USGS QUAD   -  STANDISH (1973)
 OJ0391
 OJ0391                         *CURRENT SURVEY CONTROL
 OJ0391  ___________________________________________________________________
 OJ0391* NAD 83(1994)-  43 56 57.10898(N)    083 57 38.62460(W)     ADJUSTED  
 OJ0391* NAVD 88     -       187.564  (meters)     615.37   (feet)  ADJUSTED  
 OJ0391  ___________________________________________________________________
 OJ0391  X           -     483,914.410 (meters)                     COMP
 OJ0391  Y           -  -4,573,978.484 (meters)                     COMP
 OJ0391  Z           -   4,404,135.261 (meters)                     COMP
 OJ0391  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 OJ0391  ELLIP HEIGHT-         152.63  (meters)          (07/12/02) GPS OBS
 OJ0391  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OJ0391  DYNAMIC HT  -         187.532 (meters)     615.26  (feet)  COMP
 OJ0391  MODELED GRAV-     980,442.6   (mgal)                       NAVD 88
 OJ0391
 OJ0391  HORZ ORDER  -  FIRST
 OJ0391  VERT ORDER  -  FIRST     CLASS II
 OJ0391  ELLP ORDER  -  FOURTH    CLASS I
 OJ0391
 OJ0391.The horizontal coordinates were established by GPS observations
 OJ0391.and adjusted by the National Geodetic Survey in February 1997..
 OJ0391
 OJ0391.The orthometric height was determined by differential leveling
 OJ0391.and adjusted by the National Geodetic Survey in June 1991..
 OJ0391
 OJ0391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0391
 OJ0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0391
 OJ0391.The ellipsoidal height was determined by GPS observations
 OJ0391.and is referenced to NAD 83.
 OJ0391
 OJ0391.The geoid height was determined by GEOID03.
 OJ0391
 OJ0391.The dynamic height is computed by dividing the NAVD 88
 OJ0391.geopotential number by the normal gravity value computed on the
 OJ0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0391.degrees latitude (g = 980.6199 gals.).
 OJ0391
 OJ0391.The modeled gravity was interpolated from observed gravity values.
 OJ0391
 OJ0391;                    North         East     Units Scale Factor Converg.
 OJ0391;SPC MI C     -    70,371.271 6,032,588.360   MT  1.00006187   +0 17 12.3
 OJ0391;SPC MI C     -   230,876.87 19,791,956.56   iFT  1.00006187   +0 17 12.3
 OJ0391;UTM  17      - 4,870,492.412   262,419.701   MT  1.00029428   -2 03 20.8
 OJ0391;UTM  16      - 4,870,721.656   743,883.022   MT  1.00033161   +2 06 37.3
 OJ0391
 OJ0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0391!SPC MI C     -   0.99997607  x   1.00006187  =   1.00003794
 OJ0391!UTM  17      -   0.99997607  x   1.00029428  =   1.00027034
 OJ0391!UTM  16      -   0.99997607  x   1.00033161  =   1.00030767
 OJ0391
 OJ0391                          SUPERSEDED SURVEY CONTROL
 OJ0391
 OJ0391  ELLIP H (02/03/97)  152.64   (m)                       GP(       ) 4 1
 OJ0391  NAD 83(1986)-  43 56 57.09963(N)    083 57 38.63717(W) AD(       ) 1
 OJ0391  NAD 83(1986)-  43 56 57.10036(N)    083 57 38.63555(W) AD(       ) 3
 OJ0391  NAVD 88 (09/30/91)  187.56   (m)          615.4    (f) LEVELING    3  
 OJ0391  NGVD 29 (??/??/92)  187.746  (m)          615.96   (f) ADJ UNCH    1 2
 OJ0391
 OJ0391.Superseded values are not recommended for survey control.
 OJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0391.See file dsdata.txt to determine how the superseded data were derived.
 OJ0391
 OJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6242070492(NAD 83)
 OJ0391_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0391_SP_SET: CONCRETE POST
 OJ0391_STAMPING: E 29 1930
 OJ0391_MARK LOGO: CGS   
 OJ0391_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0391+STABILITY: SURFACE MOTION
 OJ0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0391+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OJ0391
 OJ0391  HISTORY     - Date     Condition        Report By
 OJ0391  HISTORY     - 1930     MONUMENTED       CGS
 OJ0391  HISTORY     - 1934     GOOD             NGS
 OJ0391  HISTORY     - 19890301 GOOD             NGS
 OJ0391  HISTORY     - 19940406 GOOD             MIDT
 OJ0391  HISTORY     - 20011011 GOOD             USPSQD
 OJ0391  HISTORY     - 20040511 GOOD             INDIV
 OJ0391  HISTORY     - 20040530 GOOD             WADTRI
 OJ0391
 OJ0391                          STATION DESCRIPTION
 OJ0391
 OJ0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0391'2.3 MI S FROM STANDISH.
 OJ0391'2.3 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0391'STATION AT STANDISH, ARENAC COUNTY, 30 YARDS WEST OF A CONCRETE
 OJ0391'BLOCK FARMHOUSE, 38 FEET EAST OF THE EAST RAIL, AND 24 FEET WEST
 OJ0391'OF A ROAD PARALLELING THE TRACK ON THE EAST AND ENDING AT THE
 OJ0391'FARMHOUSE.  A STANDARD DISK, STAMPED 615.963 E 29 1930 AND SET
 OJ0391'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 OJ0391
 OJ0391                          STATION RECOVERY (1989)
 OJ0391
 OJ0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0391'THE STATION IS LOCATED ABOUT 10.9 KM (6.75 MI) NORTH OF PINCONNING,
 OJ0391'6.5 KM (4.05 MI) SOUTHWEST OF PINE RIVER AND 3.2 KM (2.00 MI) SOUTH OF
 OJ0391'STANDISH.  OWNERSHIP--PENN CENTRAL RAILROAD.
 OJ0391'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 OJ0391'HIGHWAY 61 IN THE CENTER OF STANDISH, GO SOUTH ON HIGHWAY 23 FOR 2.63
 OJ0391'KM (1.65 MI) TO A GRAVELED ROAD ON THE LEFT, JUST BEFORE CROSSING THE
 OJ0391'PENN CENTRAL RAILROAD TRACKS.  TURN LEFT AND GO SOUTH ON HENDERSON
 OJ0391'ROAD FOR 0.68 KM (0.40 MI) TO A CROSSROAD (SAGATOO ROAD).  CONTINUE
 OJ0391'SOUTH ON HENDERSON ROAD FOR 0.51 KM (0.30 MI) TO THE STATION ON THE
 OJ0391'RIGHT AT A DIRT ROAD CROSSING THE RAILROAD TRACKS.
 OJ0391'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0391'MONUMENT THAT PROJECTS 10 CM.  LOCATED 11.6 M (38.1 FT) EAST OF THE
 OJ0391'NEAR RAIL, 9.4 M (30.8 FT) NORTH OF THE CENTER OF A DIRT ROAD, 7.9 M
 OJ0391'(25.9 FT) WEST OF THE CENTER OF HENDERSON ROAD AND 0.3 M (1.0 FT)
 OJ0391'NORTH OF A CARSONITE WITNESS POST.
 OJ0391'DESCRIBED BY E.J. HANSMANN.
 OJ0391
 OJ0391                          STATION RECOVERY (1994)
 OJ0391
 OJ0391'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 OJ0391'STATION IS LOCATED IN QUAD 430834 AND ON THE STANDISH QUADRANGLE MAP.
 OJ0391'IT IS IN THE NORTHWEST 1/4 OF SECTION 23, T-18-N, R-4-E, IN STANDISH
 OJ0391'TOWNSHIP.  ABOUT 6.75 MI (10.86 KM) NORTH FROM PINCONNING, 4.05 MI
 OJ0391'(6.52 KM) SOUTHWEST OF THE PINE RIVER CONFLUENCE WITH THE SOUTH BRANCH
 OJ0391'OF THE PINE RIVER, 2.35 MI (3.78 KM) SOUTH OF THE CENTER OF STANDISH,
 OJ0391'AND ON COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 OJ0391'JUNCTION OF US HIGHWAY 23 AND STATE HIGHWAY M-65 IN STANDISH, GO SOUTH
 OJ0391'AND SOUTHWEST 1.65 MI (2.66 KM) ALONG US HIGHWAY 23 TO GRAVEL ROAD
 OJ0391'RIGHT JUST BEFORE RAILROAD CROSSING.  TURN LEFT AND GO SOUTH 0.4 MI
 OJ0391'(0.6 KM) ALONG HENDERSON ROAD TO CROSSROAD, SAGATOO ROAD. CONTINUE
 OJ0391'SOUTH 0.3 MI (0.5 KM) ALONG HENDERSON ROAD TO DRIVEWAY WEST CROSSING
 OJ0391'RAILROAD AND THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS 38.0
 OJ0391'FT (11.6 M) EAST FROM EAST RAIL OF RAILROAD, 30.8 FT (9.4 M) NORTH
 OJ0391'FROM CENTER OF DIRT DRIVEWAY, 26.0 FT (7.9 M) WEST FROM CENTER OF
 OJ0391'HENDERSON ROAD, 15.4 FT (4.7 M) SOUTHWEST CENTER OF 0.92 FT (28.04 CM)
 OJ0391'DIAMETER SPRUCE, AND 1.0 FT (0.3 M) NORTH FROM CARSONITE WITNESS POST.
 OJ0391
 OJ0391                          STATION RECOVERY (2001)
 OJ0391
 OJ0391'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OJ0391'RECOVERED IN GOOD CONDITION.
 OJ0391
 OJ0391                          STATION RECOVERY (2004)
 OJ0391
 OJ0391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OJ0391'RECOVERED IN GOOD CONDITION.
 OJ0391
 OJ0391                          STATION RECOVERY (2004)
 OJ0391
 OJ0391'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OJ0391'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0146 ***********************************************************************
 QK0146  DESIGNATION -  E 290
 QK0146  PID         -  QK0146
 QK0146  STATE/COUNTY-  MI/CHARLEVOIX
 QK0146  USGS QUAD   -  BOYNE FALLS (1986)
 QK0146
 QK0146                         *CURRENT SURVEY CONTROL
 QK0146  ___________________________________________________________________
 QK0146* NAD 83(1986)-  45 13 08.     (N)    084 55 22.     (W)     SCALED    
 QK0146* NAVD 88     -       211.587  (meters)     694.18   (feet)  ADJUSTED  
 QK0146  ___________________________________________________________________
 QK0146  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 QK0146  DYNAMIC HT  -         211.577 (meters)     694.15  (feet)  COMP
 QK0146  MODELED GRAV-     980,564.0   (mgal)                       NAVD 88
 QK0146
 QK0146  VERT ORDER  -  SECOND    CLASS 0
 QK0146
 QK0146.The horizontal coordinates were scaled from a topographic map and have
 QK0146.an estimated accuracy of +/- 6 seconds.
 QK0146
 QK0146.The orthometric height was determined by differential leveling
 QK0146.and adjusted by the National Geodetic Survey in June 1991..
 QK0146
 QK0146.The geoid height was determined by GEOID03.
 QK0146
 QK0146.The dynamic height is computed by dividing the NAVD 88
 QK0146.geopotential number by the normal gravity value computed on the
 QK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0146.degrees latitude (g = 980.6199 gals.).
 QK0146
 QK0146.The modeled gravity was interpolated from observed gravity values.
 QK0146
 QK0146;                    North         East    Units  Estimated Accuracy
 QK0146;SPC MI C     -   211,530.    5,956,320.      MT  (+/- 180 meters Scaled)
 QK0146
 QK0146                          SUPERSEDED SURVEY CONTROL
 QK0146
 QK0146  NGVD 29 (??/??/92)  211.680  (m)          694.49   (f) ADJ UNCH    2 0
 QK0146
 QK0146.Superseded values are not recommended for survey control.
 QK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0146.See file dsdata.txt to determine how the superseded data were derived.
 QK0146
 QK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR630093(NAD 83)
 QK0146_MARKER: DB = BENCH MARK DISK
 QK0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0146_SP_SET: CULVERT
 QK0146_STAMPING: E 290 1938
 QK0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0146
 QK0146  HISTORY     - Date     Condition        Report By
 QK0146  HISTORY     - 1938     MONUMENTED       CGS
 QK0146
 QK0146                          STATION DESCRIPTION
 QK0146
 QK0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 QK0146'3.9 MI N FROM BOYNE FALLS.
 QK0146'3.9 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0146'AT BOYNE FALLS, CHARLEVOIX COUNTY, AT A DIRT-ROAD CROSSING, 54
 QK0146'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 131, 18 FEET WEST
 QK0146'OF THE WEST RAIL, 15 FEET NORTH OF THE ROAD, AT A ROAD CULVERT,
 QK0146'IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEADWALL, AND
 QK0146'3 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 290
 QK0146'1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0620 ***********************************************************************
 RJ0620  DESIGNATION -  E 293
 RJ0620  PID         -  RJ0620
 RJ0620  STATE/COUNTY-  MI/CHIPPEWA
 RJ0620  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0620
 RJ0620                         *CURRENT SURVEY CONTROL
 RJ0620  ___________________________________________________________________
 RJ0620* NAD 83(1986)-  46 27 39.     (N)    084 17 30.     (W)     SCALED    
 RJ0620* NAVD 88     -       178.803  (meters)     586.62   (feet)  ADJUSTED  
 RJ0620  ___________________________________________________________________
 RJ0620  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0620  DYNAMIC HT  -         178.813 (meters)     586.66  (feet)  COMP
 RJ0620  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RJ0620
 RJ0620  VERT ORDER  -  FIRST     CLASS 0
 RJ0620
 RJ0620.The horizontal coordinates were scaled from a topographic map and have
 RJ0620.an estimated accuracy of +/- 6 seconds.
 RJ0620
 RJ0620.The orthometric height was determined by differential leveling
 RJ0620.and adjusted by the National Geodetic Survey in June 1991..
 RJ0620
 RJ0620.The geoid height was determined by GEOID03.
 RJ0620
 RJ0620.The dynamic height is computed by dividing the NAVD 88
 RJ0620.geopotential number by the normal gravity value computed on the
 RJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0620.degrees latitude (g = 980.6199 gals.).
 RJ0620
 RJ0620.The modeled gravity was interpolated from observed gravity values.
 RJ0620
 RJ0620;                    North         East    Units  Estimated Accuracy
 RJ0620;SPC MI N     -   190,000.    8,207,990.      MT  (+/- 180 meters Scaled)
 RJ0620
 RJ0620                          SUPERSEDED SURVEY CONTROL
 RJ0620
 RJ0620.No superseded survey control is available for this station.
 RJ0620
 RJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS079488(NAD 83)
 RJ0620_MARKER: I = METAL ROD
 RJ0620_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0620_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0620_STAMPING: E 293 1983
 RJ0620_MARK LOGO: NGS   
 RJ0620_PROJECTION: FLUSH
 RJ0620_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0620+STABILITY: POSITION/ELEVATION WELL
 RJ0620_ROD/PIPE-DEPTH: 23.2 meters
 RJ0620_SLEEVE-DEPTH  : 6.09 meters
 RJ0620
 RJ0620  HISTORY     - Date     Condition        Report By
 RJ0620  HISTORY     - 1983     MONUMENTED       NGS
 RJ0620  HISTORY     - 20051114 MARK NOT FOUND   INDIV
 RJ0620
 RJ0620                          STATION DESCRIPTION
 RJ0620
 RJ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0620'6.8 KM (4.2 MI) SE FROM SAULT STE MARIE.
 RJ0620'6.8 KM (4.2 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE
 RJ0620'FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, ON THE
 RJ0620'PROPERTY OF MR. KWIATKOWSKI AT 3090 RIVERSIDE DRIVE, SET IN THE LAWN
 RJ0620'AT THE SOUTHEAST CORNER OF A TWO-CAR GARAGE, 11.90 METERS (39.0 FT)
 RJ0620'WEST-SOUTHWEST OF THE CENTERLINE OF RIVERSIDE DRIVE, 4.28 METERS
 RJ0620'(14.0 FT) NORTH-NORTHWEST OF A LARGE POWERLINE POLE WITH A
 RJ0620'TRANSFORMER, 1.98 METERS (6.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 RJ0620'THE GARAGE, 7.00 METERS (23.0 FT) EAST-SOUTHEAST OF THE SOUTHWEST
 RJ0620'CORNER OF THE GARAGE.
 RJ0620'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0620
 RJ0620                          STATION RECOVERY (2005)
 RJ0620
 RJ0620'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0620'THE TWO-CAR GARAGE IN THE DESCRIPTION NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0083 ***********************************************************************
 QJ0083  DESIGNATION -  E 294
 QJ0083  PID         -  QJ0083
 QJ0083  STATE/COUNTY-  MI/CHIPPEWA
 QJ0083  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0083
 QJ0083                         *CURRENT SURVEY CONTROL
 QJ0083  ___________________________________________________________________
 QJ0083* NAD 83(1986)-  45 59 14.     (N)    083 57 52.     (W)     SCALED    
 QJ0083* NAVD 88     -       198.643  (meters)     651.71   (feet)  ADJUSTED  
 QJ0083  ___________________________________________________________________
 QJ0083  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 QJ0083  DYNAMIC HT  -         198.646 (meters)     651.72  (feet)  COMP
 QJ0083  MODELED GRAV-     980,627.3   (mgal)                       NAVD 88
 QJ0083
 QJ0083  VERT ORDER  -  FIRST     CLASS 0
 QJ0083
 QJ0083.The horizontal coordinates were scaled from a topographic map and have
 QJ0083.an estimated accuracy of +/- 6 seconds.
 QJ0083
 QJ0083.The orthometric height was determined by differential leveling
 QJ0083.and adjusted by the National Geodetic Survey in June 1991..
 QJ0083
 QJ0083.The geoid height was determined by GEOID03.
 QJ0083
 QJ0083.The dynamic height is computed by dividing the NAVD 88
 QJ0083.geopotential number by the normal gravity value computed on the
 QJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0083.degrees latitude (g = 980.6199 gals.).
 QJ0083
 QJ0083.The modeled gravity was interpolated from observed gravity values.
 QJ0083
 QJ0083;                    North         East    Units  Estimated Accuracy
 QJ0083;SPC MI N     -   138,310.    8,235,120.      MT  (+/- 180 meters Scaled)
 QJ0083
 QJ0083                          SUPERSEDED SURVEY CONTROL
 QJ0083
 QJ0083.No superseded survey control is available for this station.
 QJ0083
 QJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL704969(NAD 83)
 QJ0083_MARKER: I = METAL ROD
 QJ0083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0083_SP_SET: STAINLESS STEEL ROD
 QJ0083_STAMPING: E 294 1983
 QJ0083_MARK LOGO: NGS   
 QJ0083_PROJECTION: FLUSH
 QJ0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0083_ROD/PIPE-DEPTH: 14.6 meters
 QJ0083
 QJ0083  HISTORY     - Date     Condition        Report By
 QJ0083  HISTORY     - 1983     MONUMENTED       NGS
 QJ0083  HISTORY     - 19940728 GOOD             USPSQD
 QJ0083  HISTORY     - 20010331 GOOD             NGS
 QJ0083
 QJ0083                          STATION DESCRIPTION
 QJ0083
 QJ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0083'5.2 KM (3.25 MI) WEST FROM DE TOUR VILLAGE.
 QJ0083'5.2 KM (3.25 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QJ0083'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QJ0083'AT THE NORTHERNMOST ENTRANCE LEADING EAST TO THE MAPLE GROVE CEMETARY,
 QJ0083'22.86 METERS (75.0 FT) EAST-NORTHEAST OF THE CENTER OF SOUTH CARIBOU
 QJ0083'DRIVE, 3.5 METERS (11.5 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE
 QJ0083'CEMETERY, AND 0.3 METER (1.0 FT) WEST-SOUTHWEST OF A WIRE FENCE AROUND
 QJ0083'THE CEMETERY.
 QJ0083'THE MARK IS 0.39 METERS  NW FROM A WITNESS POST.
 QJ0083'THE MARK IS 0.3 M BELOW DRIVE.
 QJ0083
 QJ0083                          STATION RECOVERY (1994)
 QJ0083
 QJ0083'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0083'RECOVERED IN GOOD CONDITION.
 QJ0083
 QJ0083                          STATION RECOVERY (2001)
 QJ0083
 QJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0083'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0591 ***********************************************************************
 RJ0591  DESIGNATION -  E 295
 RJ0591  PID         -  RJ0591
 RJ0591  STATE/COUNTY-  MI/CHIPPEWA
 RJ0591  USGS QUAD   -  BRIMLEY (1975)
 RJ0591
 RJ0591                         *CURRENT SURVEY CONTROL
 RJ0591  ___________________________________________________________________
 RJ0591* NAD 83(1986)-  46 24 48.     (N)    084 35 42.     (W)     SCALED    
 RJ0591* NAVD 88     -       189.094  (meters)     620.39   (feet)  ADJUSTED  
 RJ0591  ___________________________________________________________________
 RJ0591  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 RJ0591  DYNAMIC HT  -         189.102 (meters)     620.41  (feet)  COMP
 RJ0591  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RJ0591
 RJ0591  VERT ORDER  -  FIRST     CLASS 0
 RJ0591
 RJ0591.The horizontal coordinates were scaled from a topographic map and have
 RJ0591.an estimated accuracy of +/- 6 seconds.
 RJ0591
 RJ0591.The orthometric height was determined by differential leveling
 RJ0591.and adjusted by the National Geodetic Survey in June 1991..
 RJ0591
 RJ0591.The geoid height was determined by GEOID03.
 RJ0591
 RJ0591.The dynamic height is computed by dividing the NAVD 88
 RJ0591.geopotential number by the normal gravity value computed on the
 RJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0591.degrees latitude (g = 980.6199 gals.).
 RJ0591
 RJ0591.The modeled gravity was interpolated from observed gravity values.
 RJ0591
 RJ0591;                    North         East    Units  Estimated Accuracy
 RJ0591;SPC MI N     -   183,970.    8,184,860.      MT  (+/- 180 meters Scaled)
 RJ0591
 RJ0591                          SUPERSEDED SURVEY CONTROL
 RJ0591
 RJ0591.No superseded survey control is available for this station.
 RJ0591
 RJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS848427(NAD 83)
 RJ0591_MARKER: I = METAL ROD
 RJ0591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0591_SP_SET: STAINLESS STEEL ROD
 RJ0591_STAMPING: E 295 1983
 RJ0591_MARK LOGO: NGS   
 RJ0591_PROJECTION: FLUSH
 RJ0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0591_ROD/PIPE-DEPTH: 18.3 meters
 RJ0591
 RJ0591  HISTORY     - Date     Condition        Report By
 RJ0591  HISTORY     - 1983     MONUMENTED       NGS
 RJ0591  HISTORY     - 20020910 MARK NOT FOUND   MIDT
 RJ0591
 RJ0591                          STATION DESCRIPTION
 RJ0591
 RJ0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0591'2.7 KM (1.65 MI) NW FROM BRIMLEY.
 RJ0591'0.8 KM (0.5 MI) NORTHWEST ALONG STATE ROUTE M 221 FROM THE POST OFFICE
 RJ0591'IN BRIMLEY, THENCE 1.9 KM (1.15 MI) NORTHWEST ALONG AN ASPHALT ROAD,
 RJ0591'AT THE SOUTHEAST CORNER OF A TRIPLE CAR GARAGE, ON PROPERTY OF MR.
 RJ0591'M. KARZON, 9.8 KM (32.0 FT) NORTH OF THE CENTERLINE OF THE ASPHALT
 RJ0591'ROAD (LAKE SHORE ROAD), 1.2 METERS (4.0 FT) SOUTHEAST OF THE SOUTHEAST
 RJ0591'CORNER OF THE TRIPLE CAR GARAGE, 26.2 METERS (86.0 FT) WEST OF
 RJ0591'POWERLINE POLE NUMBER BR 1-55 A, AND 5.2 METERS (17.0 FT) WEST OF THE
 RJ0591'APPROXIMATE CENTER OF A PRIVATE DRIVE.
 RJ0591'THE MARK IS 0.15 M BELOW ROAD.
 RJ0591
 RJ0591                          STATION RECOVERY (2002)
 RJ0591
 RJ0591'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0625 ***********************************************************************
 RJ0625  DESIGNATION -  E 296
 RJ0625  PID         -  RJ0625
 RJ0625  STATE/COUNTY-  MI/CHIPPEWA
 RJ0625  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0625
 RJ0625                         *CURRENT SURVEY CONTROL
 RJ0625  ___________________________________________________________________
 RJ0625* NAD 83(1986)-  46 22 34.     (N)    084 16 51.     (W)     SCALED    
 RJ0625* NAVD 88     -       185.606  (meters)     608.94   (feet)  ADJUSTED  
 RJ0625  ___________________________________________________________________
 RJ0625  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0625  DYNAMIC HT  -         185.616 (meters)     608.98  (feet)  COMP
 RJ0625  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RJ0625
 RJ0625  VERT ORDER  -  FIRST     CLASS 0
 RJ0625
 RJ0625.The horizontal coordinates were scaled from a topographic map and have
 RJ0625.an estimated accuracy of +/- 6 seconds.
 RJ0625
 RJ0625.The orthometric height was determined by differential leveling
 RJ0625.and adjusted by the National Geodetic Survey in June 1991..
 RJ0625
 RJ0625.The geoid height was determined by GEOID03.
 RJ0625
 RJ0625.The dynamic height is computed by dividing the NAVD 88
 RJ0625.geopotential number by the normal gravity value computed on the
 RJ0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0625.degrees latitude (g = 980.6199 gals.).
 RJ0625
 RJ0625.The modeled gravity was interpolated from observed gravity values.
 RJ0625
 RJ0625;                    North         East    Units  Estimated Accuracy
 RJ0625;SPC MI N     -   180,620.    8,209,140.      MT  (+/- 180 meters Scaled)
 RJ0625
 RJ0625                          SUPERSEDED SURVEY CONTROL
 RJ0625
 RJ0625.No superseded survey control is available for this station.
 RJ0625
 RJ0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS091394(NAD 83)
 RJ0625_MARKER: I = METAL ROD
 RJ0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0625_SP_SET: STAINLESS STEEL ROD
 RJ0625_STAMPING: E 296 1983
 RJ0625_MARK LOGO: NGS   
 RJ0625_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0625+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0625_ROD/PIPE-DEPTH: 9.7  meters
 RJ0625
 RJ0625  HISTORY     - Date     Condition        Report By
 RJ0625  HISTORY     - 1983     MONUMENTED       NGS
 RJ0625  HISTORY     - 20011029 GOOD             USPSQD
 RJ0625  HISTORY     - 20031205 GOOD             INDIV
 RJ0625
 RJ0625                          STATION DESCRIPTION
 RJ0625
 RJ0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0625'17.9 KM (11.15 MI) SE FROM SAULT STE MARIE.
 RJ0625'17.1 KM (10.65 MI) EAST ALONG PORTAGE AVENUE (TURNS INTO RIVERSIDE
 RJ0625'DRIVE THEN INTO NICOLET ROAD) FROM THE JUNCTION OF ASHMUN STREET IN
 RJ0625'SAULT STE. MARIE TO THE INTERSECTION OF 9 MILE ROAD, THENCE 0.8 KM
 RJ0625'(0.5 MI) WEST ALONG 9 MILE ROAD TO THE MARK, SET AT THE JUNCTION OF
 RJ0625'RIVERSIDE ROAD, 21.0 METERS (69.0 FT) WEST OF THE CENTERLINE OF
 RJ0625'RIVERSIDE ROAD, 10.4 METERS (34.0 FT) WEST-SOUTHWEST OF SOUTHEAST
 RJ0625'CORNER OF GARAGE, 5.0 METERS (16.4 FT) SOUTHWEST OF SOUTHWEST CORNER
 RJ0625'OF GARAGE, 1.4 METERS (4.5 FT) SOUTH OF MOST EASTERLY OF A LINE OF
 RJ0625'PINE TREES.
 RJ0625'THE MARK IS ABOVE LEVEL WITH RIVERSIDE DRIVE.
 RJ0625
 RJ0625                          STATION RECOVERY (2001)
 RJ0625
 RJ0625'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0625'RECOVERED IN GOOD CONDITION.
 RJ0625
 RJ0625                          STATION RECOVERY (2003)
 RJ0625
 RJ0625'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0670 ***********************************************************************
 RJ0670  DESIGNATION -  E 297
 RJ0670  PID         -  RJ0670
 RJ0670  STATE/COUNTY-  MI/CHIPPEWA
 RJ0670  USGS QUAD   -  OAK RIDGE (1976)
 RJ0670
 RJ0670                         *CURRENT SURVEY CONTROL
 RJ0670  ___________________________________________________________________
 RJ0670* NAD 83(1986)-  46 17 20.     (N)    084 12 35.     (W)     SCALED    
 RJ0670* NAVD 88     -       178.775  (meters)     586.53   (feet)  ADJUSTED  
 RJ0670  ___________________________________________________________________
 RJ0670  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ0670  DYNAMIC HT  -         178.784 (meters)     586.56  (feet)  COMP
 RJ0670  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0670
 RJ0670  VERT ORDER  -  FIRST     CLASS 0
 RJ0670
 RJ0670.The horizontal coordinates were scaled from a topographic map and have
 RJ0670.an estimated accuracy of +/- 6 seconds.
 RJ0670
 RJ0670.The orthometric height was determined by differential leveling
 RJ0670.and adjusted by the National Geodetic Survey in June 1991..
 RJ0670
 RJ0670.The geoid height was determined by GEOID03.
 RJ0670
 RJ0670.The dynamic height is computed by dividing the NAVD 88
 RJ0670.geopotential number by the normal gravity value computed on the
 RJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0670.degrees latitude (g = 980.6199 gals.).
 RJ0670
 RJ0670.The modeled gravity was interpolated from observed gravity values.
 RJ0670
 RJ0670;                    North         East    Units  Estimated Accuracy
 RJ0670;SPC MI N     -   171,120.    8,214,950.      MT  (+/- 180 meters Scaled)
 RJ0670
 RJ0670                          SUPERSEDED SURVEY CONTROL
 RJ0670
 RJ0670.No superseded survey control is available for this station.
 RJ0670
 RJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS149299(NAD 83)
 RJ0670_MARKER: I = METAL ROD
 RJ0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0670_SP_SET: STAINLESS STEEL ROD
 RJ0670_STAMPING: E 297 1983
 RJ0670_MARK LOGO: NGS   
 RJ0670_PROJECTION: FLUSH
 RJ0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0670_ROD/PIPE-DEPTH: 9.5  meters
 RJ0670
 RJ0670  HISTORY     - Date     Condition        Report By
 RJ0670  HISTORY     - 1983     MONUMENTED       NGS
 RJ0670
 RJ0670                          STATION DESCRIPTION
 RJ0670
 RJ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0670'IN OAK RIDGE.
 RJ0670'IN OAK RIDGE, AT THE NEEBISH ISLAND FERRY LANDING ON THE WEST SIDE OF
 RJ0670'NEEBISH ISLAND, ABOUT 99.0 METERS (325.0 FT) EAST OF THE FERRY DOCK
 RJ0670'AND LOCATED IN THE WEST LAWN OF THE PROPERTY OF MR. TY LAITEN,
 RJ0670'11.3 METERS (43.0 FT) NORTH OF THE APPROXIMATE CENTER OF 15 MILE ROAD,
 RJ0670'6.3 METERS (20.8 FT) EAST OF THE APPROXIMATE CENTER OF A GRAVEL ROAD,
 RJ0670'0.30 METERS (2.0 FT) NORTH OF A WOODEN FLAGPOLE, 2.6 METERS (8.4 FT)
 RJ0670'WEST OF THE WEST FACE OF A DWELLING, 28.7 METERS (98.3 FT) NORTH OF
 RJ0670'BENCH MARK DOCK USLS, AND 28.65 METERS (94.0 FT) NORTH OF A POWERLINE
 RJ0670'POLE WITH A GUY WIRE AND A TRANSFORMER.
 RJ0670'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0692 ***********************************************************************
 RJ0692  DESIGNATION -  E 297 X
 RJ0692  PID         -  RJ0692
 RJ0692  STATE/COUNTY-  MI/CHIPPEWA
 RJ0692  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0692
 RJ0692                         *CURRENT SURVEY CONTROL
 RJ0692  ___________________________________________________________________
 RJ0692* NAD 83(1986)-  46 29 02.     (N)    084 14 30.     (W)     SCALED    
 RJ0692* NAVD 88     -       243.401  (meters)     798.56   (feet)  ADJUSTED  
 RJ0692  ___________________________________________________________________
 RJ0692  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0692  DYNAMIC HT  -         243.415 (meters)     798.60  (feet)  COMP
 RJ0692  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0692
 RJ0692  VERT ORDER  -  FIRST     CLASS 0
 RJ0692
 RJ0692.The horizontal coordinates were scaled from a topographic map and have
 RJ0692.an estimated accuracy of +/- 6 seconds.
 RJ0692
 RJ0692.The orthometric height was determined by differential leveling
 RJ0692.and adjusted by the National Geodetic Survey in June 1991..
 RJ0692
 RJ0692.The geoid height was determined by GEOID03.
 RJ0692
 RJ0692.The dynamic height is computed by dividing the NAVD 88
 RJ0692.geopotential number by the normal gravity value computed on the
 RJ0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0692.degrees latitude (g = 980.6199 gals.).
 RJ0692
 RJ0692.The modeled gravity was interpolated from observed gravity values.
 RJ0692
 RJ0692;                    North         East    Units  Estimated Accuracy
 RJ0692;SPC MI N     -   192,690.    8,211,740.      MT  (+/- 180 meters Scaled)
 RJ0692
 RJ0692                          SUPERSEDED SURVEY CONTROL
 RJ0692
 RJ0692.No superseded survey control is available for this station.
 RJ0692
 RJ0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS117515(NAD 83)
 RJ0692_MARKER: I = METAL ROD
 RJ0692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0692_SP_SET: STAINLESS STEEL ROD
 RJ0692_STAMPING: E 297 X 1983
 RJ0692_MARK LOGO: NGS   
 RJ0692_PROJECTION: PROJECTING 10 CENTIMETERS
 RJ0692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0692_ROD/PIPE-DEPTH: 3.3  meters
 RJ0692
 RJ0692  HISTORY     - Date     Condition        Report By
 RJ0692  HISTORY     - 1983     MONUMENTED       NGS
 RJ0692
 RJ0692                          STATION DESCRIPTION
 RJ0692
 RJ0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0692'4.35 KM (2.7 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0692'4.35 KM (2.7 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0692'FERRY LANDING ON SUGAR ISLAND TO A DIRT ROAD RUNNING SOUTH AND THE
 RJ0692'MARK ON THE RIGHT, 27.1 METERS (88.9 FT) SOUTH OF THE CENTERLINE OF
 RJ0692'THE ROAD, AND 3.7 METERS (12.3 FT) WEST OF THE CENTER OF THE DIRT
 RJ0692'ROAD.  NOTE, ROD DRIVEN TO REFUSAL, ALSO DATUM POINT STAMPED E 297.
 RJ0692'THE MARK IS 0.8 METERS  NE FROM A WITNESS POST.
 RJ0692'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0907 ***********************************************************************
 QK0907  DESIGNATION -  E 298 REFERENCE
 QK0907  PID         -  QK0907
 QK0907  STATE/COUNTY-  MI/MACKINAC
 QK0907  USGS QUAD   -  CEDARVILLE (1975)
 QK0907
 QK0907                         *CURRENT SURVEY CONTROL
 QK0907  ___________________________________________________________________
 QK0907* NAD 83(1986)-  45 59 56.     (N)    084 17 54.     (W)     SCALED    
 QK0907* NAVD 88     -       177.64   (meters)     582.8    (feet)  RESET     
 QK0907  ___________________________________________________________________
 QK0907  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 QK0907
 QK0907  VERT ORDER  -  THIRD
 QK0907
 QK0907.The horizontal coordinates were scaled from a topographic map and have
 QK0907.an estimated accuracy of +/- 6 seconds.
 QK0907
 QK0907.The orthometric height was computed from unverified reset data.
 QK0907
 QK0907.The geoid height was determined by GEOID03.
 QK0907
 QK0907;                    North         East    Units  Estimated Accuracy
 QK0907;SPC MI N     -   138,670.    8,209,230.      MT  (+/- 180 meters Scaled)
 QK0907
 QK0907                          SUPERSEDED SURVEY CONTROL
 QK0907
 QK0907.No superseded survey control is available for this station.
 QK0907
 QK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR091974(NAD 83)
 QK0907_MARKER: DV = VERTICAL CONTROL DISK
 QK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0907_SP_SET: CONCRETE POST
 QK0907_STAMPING: E  298 1993 REFERENCE
 QK0907_MARK LOGO: NGS   
 QK0907_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0907+STABILITY: SURFACE MOTION
 QK0907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0907+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 QK0907
 QK0907  HISTORY     - Date     Condition        Report By
 QK0907  HISTORY     - 1993     MONUMENTED       MIDT
 QK0907  HISTORY     - 20050613 GOOD             MIDT
 QK0907
 QK0907                          STATION DESCRIPTION
 QK0907
 QK0907'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 QK0907'A VERTICAL CONTROL MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT,
 QK0907'42 INCHES LONG, ABOUT FLUSH WITH THE GROUND.  LOCATED IN THE
 QK0907'NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 42 NORTH, RANGE 1 EAST, IN
 QK0907'MACKINAC COUNTY, 5.0 KM (3.10 MI) EAST ALONG STATE HIGHWAY 134 FROM
 QK0907'THE JUNCTION OF STATE HIGHWAY 129 IN CEDERVILLE, 52 FEET (15.8 M)
 QK0907'NORTH-NORTHEAST OF THE HIGHWAY CENTERLINE AND 43 FEET (13.1 M)
 QK0907'SOUTH-SOUTHWEST OF THE WESTERLY BANK OF MC KAY CREEK.
 QK0907
 QK0907                          STATION RECOVERY (2005)
 QK0907
 QK0907'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (GAS)
 QK0907'SET NGS CARSONITE POST 3.5 FEET NORTH OF DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0906 ***********************************************************************
 QK0906  DESIGNATION -  E 298 RESET
 QK0906  PID         -  QK0906
 QK0906  STATE/COUNTY-  MI/MACKINAC
 QK0906  USGS QUAD   -  CEDARVILLE (1975)
 QK0906
 QK0906                         *CURRENT SURVEY CONTROL
 QK0906  ___________________________________________________________________
 QK0906* NAD 83(1986)-  45 59 56.     (N)    084 17 54.     (W)     SCALED    
 QK0906* NAVD 88     -       177.25   (meters)     581.5    (feet)  RESET     
 QK0906  ___________________________________________________________________
 QK0906  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 QK0906
 QK0906  VERT ORDER  -  THIRD
 QK0906
 QK0906.The horizontal coordinates were scaled from a topographic map and have
 QK0906.an estimated accuracy of +/- 6 seconds.
 QK0906
 QK0906.The orthometric height was computed from unverified reset data.
 QK0906
 QK0906.The geoid height was determined by GEOID03.
 QK0906
 QK0906;                    North         East    Units  Estimated Accuracy
 QK0906;SPC MI N     -   138,670.    8,209,230.      MT  (+/- 180 meters Scaled)
 QK0906
 QK0906                          SUPERSEDED SURVEY CONTROL
 QK0906
 QK0906.No superseded survey control is available for this station.
 QK0906
 QK0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR091974(NAD 83)
 QK0906_MARKER: DV = VERTICAL CONTROL DISK
 QK0906_SETTING: 66 = SET IN ROCK OUTCROP
 QK0906_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QK0906_STAMPING: E 298 RESET 1993
 QK0906_MARK LOGO: NGS   
 QK0906_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0906_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0906+STABILITY: POSITION/ELEVATION WELL
 QK0906
 QK0906  HISTORY     - Date     Condition        Report By
 QK0906  HISTORY     - 1993     MONUMENTED       MIDT
 QK0906
 QK0906                          STATION DESCRIPTION
 QK0906
 QK0906'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 QK0906'A VERTICAL CONTROL MARK DISK SET ON A 13 FT (4.0 M) X 6 FT (1.8 M)
 QK0906'BLACK ROCK OUTCROP JUTTING INTO MC KAY CREEK FROM THE WEST BANK.
 QK0906'LOCATED IN THE NORTHWEST 1/4 OF SECTION 34, TOWNSHIP 42 NORTH, RANGE
 QK0906'1 EAST, 5.0 KM (3.10 MI) EAST ALONG STATE HIGHWAY 134 FROM THE
 QK0906'JUNCTION OF STATE HIGHWAY 129 IN CEDERVILLE, 197 FEET (60.0 M)
 QK0906'NORTH-NORTHEAST FROM THE CENTERLINE OF HIGHWAY AND 15 FEET (4.6 M)
 QK0906'WEST OF A METAL WITNESS SIGN ON A 6-INCH ASPEN IN MACKINAC COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0680 ***********************************************************************
 RJ0680  DESIGNATION -  E 299
 RJ0680  PID         -  RJ0680
 RJ0680  STATE/COUNTY-  MI/CHIPPEWA
 RJ0680  USGS QUAD   -  OAK RIDGE (1976)
 RJ0680
 RJ0680                         *CURRENT SURVEY CONTROL
 RJ0680  ___________________________________________________________________
 RJ0680* NAD 83(1986)-  46 20 50.     (N)    084 09 49.     (W)     SCALED    
 RJ0680* NAVD 88     -       184.675  (meters)     605.89   (feet)  ADJUSTED  
 RJ0680  ___________________________________________________________________
 RJ0680  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0680  DYNAMIC HT  -         184.685 (meters)     605.92  (feet)  COMP
 RJ0680  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RJ0680
 RJ0680  VERT ORDER  -  FIRST     CLASS 0
 RJ0680
 RJ0680.The horizontal coordinates were scaled from a topographic map and have
 RJ0680.an estimated accuracy of +/- 6 seconds.
 RJ0680
 RJ0680.The orthometric height was determined by differential leveling
 RJ0680.and adjusted by the National Geodetic Survey in June 1991..
 RJ0680
 RJ0680.The geoid height was determined by GEOID03.
 RJ0680
 RJ0680.The dynamic height is computed by dividing the NAVD 88
 RJ0680.geopotential number by the normal gravity value computed on the
 RJ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0680.degrees latitude (g = 980.6199 gals.).
 RJ0680
 RJ0680.The modeled gravity was interpolated from observed gravity values.
 RJ0680
 RJ0680;                    North         East    Units  Estimated Accuracy
 RJ0680;SPC MI N     -   177,720.    8,218,270.      MT  (+/- 180 meters Scaled)
 RJ0680
 RJ0680                          SUPERSEDED SURVEY CONTROL
 RJ0680
 RJ0680.No superseded survey control is available for this station.
 RJ0680
 RJ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182365(NAD 83)
 RJ0680_MARKER: I = METAL ROD
 RJ0680_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0680_SP_SET: STAINLESS STEEL ROD
 RJ0680_STAMPING: E 299 1983
 RJ0680_MARK LOGO: NGS   
 RJ0680_PROJECTION: FLUSH
 RJ0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0680_ROD/PIPE-DEPTH: 7.3  meters
 RJ0680
 RJ0680  HISTORY     - Date     Condition        Report By
 RJ0680  HISTORY     - 1983     MONUMENTED       NGS
 RJ0680
 RJ0680                          STATION DESCRIPTION
 RJ0680
 RJ0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0680'27.2 KM (16.9 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0680'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0680'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0680'2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD, THENCE 1.6 KM (1.0 MI)
 RJ0680'WEST ALONG 3 MILE ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD
 RJ0680'ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD, THENCE 9.75 KM
 RJ0680'(6.05 MI) SOUTH ALONG HOMESTEAD ROAD TO THE MARK ON THE RIGHT,
 RJ0680'12.6 METERS (41.3 FT) SOUTH OF THE CENTER OF THE ROAD, 3.8 METERS
 RJ0680'(12.5 FT) EAST OF THE EASTERNMOST ONE OF 2 GUY WIRES ON WEST SIDE OF
 RJ0680'POWERLINE POLE, AND 1.8 METERS (6.0 FT) WEST OF A POWERLINE POLE WITH
 RJ0680'4 GUY WIRES.
 RJ0680'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0301 ***********************************************************************
 QL0301  DESIGNATION -  E 30
 QL0301  PID         -  QL0301
 QL0301  STATE/COUNTY-  MI/MENOMINEE
 QL0301  USGS QUAD   -  WALLACE (1982)
 QL0301
 QL0301                         *CURRENT SURVEY CONTROL
 QL0301  ___________________________________________________________________
 QL0301* NAD 83(1986)-  45 15 14.     (N)    087 36 54.     (W)     SCALED    
 QL0301* NAVD 88     -       194.451  (meters)     637.96   (feet)  ADJUSTED  
 QL0301  ___________________________________________________________________
 QL0301  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 QL0301  DYNAMIC HT  -         194.434 (meters)     637.91  (feet)  COMP
 QL0301  MODELED GRAV-     980,522.2   (mgal)                       NAVD 88
 QL0301
 QL0301  VERT ORDER  -  FIRST     CLASS II
 QL0301
 QL0301.The horizontal coordinates were scaled from a topographic map and have
 QL0301.an estimated accuracy of +/- 6 seconds.
 QL0301
 QL0301.The orthometric height was determined by differential leveling
 QL0301.and adjusted by the National Geodetic Survey in June 1991..
 QL0301
 QL0301.The geoid height was determined by GEOID03.
 QL0301
 QL0301.The dynamic height is computed by dividing the NAVD 88
 QL0301.geopotential number by the normal gravity value computed on the
 QL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0301.degrees latitude (g = 980.6199 gals.).
 QL0301
 QL0301.The modeled gravity was interpolated from observed gravity values.
 QL0301
 QL0301;                    North         East    Units  Estimated Accuracy
 QL0301;SPC MI N     -    52,490.    7,951,720.      MT  (+/- 180 meters Scaled)
 QL0301
 QL0301                          SUPERSEDED SURVEY CONTROL
 QL0301
 QL0301  NGVD 29 (??/??/92)  194.473  (m)          638.03   (f) ADJ UNCH    1 2
 QL0301
 QL0301.Superseded values are not recommended for survey control.
 QL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0301.See file dsdata.txt to determine how the superseded data were derived.
 QL0301
 QL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR517113(NAD 83)
 QL0301_MARKER: DB = BENCH MARK DISK
 QL0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0301_STAMPING: 638.033 E 30 1930
 QL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0301+STABILITY: SURFACE MOTION
 QL0301
 QL0301  HISTORY     - Date     Condition        Report By
 QL0301  HISTORY     - 1930     MONUMENTED       CGS
 QL0301  HISTORY     - 1934     GOOD             NGS
 QL0301
 QL0301                          STATION DESCRIPTION
 QL0301
 QL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QL0301'5.1 MI S FROM WALLACE.
 QL0301'5.1 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0301'THE STATION AT WALLACE, MENOMINEE COUNTY, 0.8 MILE NORTH OF
 QL0301'HANSEN, AT A ROAD CROSSING, 28 FEET SOUTH OF THE CENTERLINE OF
 QL0301'THE ROAD, AND 44.4 FEET EAST OF THE EAST RAIL.  A STANDARD
 QL0301'DISK, STAMPED 638.033 E 30 1930 AND SET IN THE TOP OF A CONCRETE
 QL0301'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0539 ***********************************************************************
 QK0539  DESIGNATION -  E 301
 QK0539  PID         -  QK0539
 QK0539  STATE/COUNTY-  MI/CHEBOYGAN
 QK0539  USGS QUAD   -  
 QK0539
 QK0539                         *CURRENT SURVEY CONTROL
 QK0539  ___________________________________________________________________
 QK0539* NAD 83(1986)-  45 38 20.     (N)    084 25 01.     (W)     SCALED    
 QK0539* NAVD 88     -       180.541  (meters)     592.32   (feet)  ADJUSTED  
 QK0539  ___________________________________________________________________
 QK0539  GEOID HEIGHT-         -36.07  (meters)                     GEOID03
 QK0539  DYNAMIC HT  -         180.538 (meters)     592.32  (feet)  COMP
 QK0539  MODELED GRAV-     980,594.8   (mgal)                       NAVD 88
 QK0539
 QK0539  VERT ORDER  -  FIRST     CLASS II
 QK0539
 QK0539.The horizontal coordinates were scaled from a topographic map and have
 QK0539.an estimated accuracy of +/- 6 seconds.
 QK0539
 QK0539.The orthometric height was determined by differential leveling
 QK0539.and adjusted by the National Geodetic Survey in June 1991..
 QK0539
 QK0539.The geoid height was determined by GEOID03.
 QK0539
 QK0539.The dynamic height is computed by dividing the NAVD 88
 QK0539.geopotential number by the normal gravity value computed on the
 QK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0539.degrees latitude (g = 980.6199 gals.).
 QK0539
 QK0539.The modeled gravity was interpolated from observed gravity values.
 QK0539
 QK0539;                    North         East    Units  Estimated Accuracy
 QK0539;SPC MI C     -   258,050.    5,996,080.      MT  (+/- 180 meters Scaled)
 QK0539
 QK0539                          SUPERSEDED SURVEY CONTROL
 QK0539
 QK0539.No superseded survey control is available for this station.
 QK0539
 QK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR013571(NAD 83)
 QK0539_MARKER: I = METAL ROD
 QK0539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0539_SP_SET: STAINLESS STEEL ROD
 QK0539_STAMPING: E 301 1983
 QK0539_MARK LOGO: NGS   
 QK0539_PROJECTION: RECESSED 6 CENTIMETERS
 QK0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0539+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 QK0539_ROD/PIPE-DEPTH: 12.2 meters
 QK0539
 QK0539  HISTORY     - Date     Condition        Report By
 QK0539  HISTORY     - 1983     MONUMENTED       NGS
 QK0539  HISTORY     - 20041004 GOOD             USPSQD
 QK0539
 QK0539                          STATION DESCRIPTION
 QK0539
 QK0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0539'5.5 KM (3.4 MI) EAST FROM CHEBOYGAN.
 QK0539'0.4 KM (0.25 MI) NORTHEAST  ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0539'THE POST OFFICE IN CHEBOYGAN, THENCE 5.07 KM (3.15 MI) EAST ALONG U.S.
 QK0539'HIGHWAY 23 (STATE STREET) AT ALPENA STATE ROAD (GRAVEL ROAD) LEADING
 QK0539'EAST, 15.1 METERS (16.7 FT) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 QK0539'23, 0.3 METER (1.0 FT) EAST OF A CONCRETE RIGHT-OF-WAY POST, 0.5 METER
 QK0539'(1.64 FT) WEST OF A METAL POST WITH A BURIED CABLE SIGN ATTACHED, AND
 QK0539'1.5 METERS (4.9 FT) NORTH OF AN OLD FENCE LINE.  NOTE, ROD ANCHORED AT
 QK0539'THIS DEPTH.
 QK0539'THE MARK IS 0.40 METERS  W FROM A WITNESS POST.
 QK0539'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QK0539
 QK0539                          STATION RECOVERY (2004)
 QK0539
 QK0539'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0498 ***********************************************************************
 QK0498  DESIGNATION -  E 302
 QK0498  PID         -  QK0498
 QK0498  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0498  USGS QUAD   -  OCQUEOC (1986)
 QK0498
 QK0498                         *CURRENT SURVEY CONTROL
 QK0498  ___________________________________________________________________
 QK0498* NAD 83(1986)-  45 29 12.     (N)    084 03 59.     (W)     SCALED    
 QK0498* NAVD 88     -       207.482  (meters)     680.71   (feet)  ADJUSTED  
 QK0498  ___________________________________________________________________
 QK0498  GEOID HEIGHT-         -36.54  (meters)                     GEOID03
 QK0498  DYNAMIC HT  -         207.474 (meters)     680.69  (feet)  COMP
 QK0498  MODELED GRAV-     980,574.7   (mgal)                       NAVD 88
 QK0498  OBS GRAVITY -     980,573.9   (mgal)                       GRAV_OBS
 QK0498
 QK0498  VERT ORDER  -  FIRST     CLASS II
 QK0498
 QK0498.The horizontal coordinates were scaled from a topographic map and have
 QK0498.an estimated accuracy of +/- 6 seconds.
 QK0498
 QK0498.The orthometric height was determined by differential leveling
 QK0498.and adjusted by the National Geodetic Survey in June 1991..
 QK0498
 QK0498.The geoid height was determined by GEOID03.
 QK0498
 QK0498.The dynamic height is computed by dividing the NAVD 88
 QK0498.geopotential number by the normal gravity value computed on the
 QK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0498.degrees latitude (g = 980.6199 gals.).
 QK0498
 QK0498.The modeled gravity was interpolated from observed gravity values.
 QK0498.The observed gravity was obtained from relative gravimeter ties
 QK0498.to the IGSN71 gravity network.
 QK0498
 QK0498;                    North         East    Units  Estimated Accuracy
 QK0498;SPC MI C     -   241,180.    6,023,470.      MT  (+/- 180 meters Scaled)
 QK0498
 QK0498                          SUPERSEDED SURVEY CONTROL
 QK0498
 QK0498.No superseded survey control is available for this station.
 QK0498
 QK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR292412(NAD 83)
 QK0498_MARKER: I = METAL ROD
 QK0498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0498_SP_SET: STAINLESS STEEL ROD
 QK0498_STAMPING: E 302 1983
 QK0498_MARK LOGO: NGS   
 QK0498_PROJECTION: FLUSH
 QK0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0498+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 QK0498_ROD/PIPE-DEPTH: 36.6 meters
 QK0498
 QK0498  HISTORY     - Date     Condition        Report By
 QK0498  HISTORY     - 1983     MONUMENTED       NGS
 QK0498  HISTORY     - 20030627 GOOD             USPSQD
 QK0498
 QK0498                          STATION DESCRIPTION
 QK0498
 QK0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0498'22.9 KM (14.25 MI) NW FROM ROGERS CITY.
 QK0498'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0498'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 21.1 KM (13.15 MI)
 QK0498'NORTHWEST ALONG HIGHWAY 23 AT A LINE OF NINE LARGE PILINGS AT A RIGHT
 QK0498'ANGLE TO THE HIGHWAY WITH A WOOD SIGN ATTACHED (MRINERS COVE) 0.8 KM
 QK0498'(0.5 MI) EAST-SOUTHEAST OF THE BRIDGE OVER THE OCQUEOC RIVERS,
 QK0498'15.45 METERS (50.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 QK0498'3.81 METERS (12.5 FT) SOUTH-SOUTHEAST OF THE NORTH ONE OF THE NINE
 QK0498'PILINGS, 0.64 METER (2.1 FT) NORTHEAST OF THE NORTHEAST SIDE OF THE
 QK0498'SOUTH ONE OF THE NINE PILINGS, AND 0.64 METER (2.1 FT) EAST OF THE
 QK0498'EAST SIDE OF THE SECOND PILING FROM THE SOUTH END OF THE NINE.
 QK0498'THE MARK IS 0.97 METERS  NNE FROM A WITNESS POST.
 QK0498'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QK0498
 QK0498                          STATION RECOVERY (2003)
 QK0498
 QK0498'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0498'WITNESS POST HAS BEEN TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0696 ***********************************************************************
 OJ0696  DESIGNATION -  E 303
 OJ0696  PID         -  OJ0696
 OJ0696  STATE/COUNTY-  MI/BAY
 OJ0696  USGS QUAD   -  PINCONNING (1973)
 OJ0696
 OJ0696                         *CURRENT SURVEY CONTROL
 OJ0696  ___________________________________________________________________
 OJ0696* NAD 83(1986)-  43 52 04.     (N)    083 57 58.     (W)     SCALED    
 OJ0696* NAVD 88     -       182.940  (meters)     600.20   (feet)  ADJUSTED  
 OJ0696  ___________________________________________________________________
 OJ0696  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ0696  DYNAMIC HT  -         182.907 (meters)     600.09  (feet)  COMP
 OJ0696  MODELED GRAV-     980,438.2   (mgal)                       NAVD 88
 OJ0696
 OJ0696  VERT ORDER  -  FIRST     CLASS II
 OJ0696
 OJ0696.The horizontal coordinates were scaled from a topographic map and have
 OJ0696.an estimated accuracy of +/- 6 seconds.
 OJ0696
 OJ0696.The orthometric height was determined by differential leveling
 OJ0696.and adjusted by the National Geodetic Survey in June 1991..
 OJ0696
 OJ0696.The geoid height was determined by GEOID03.
 OJ0696
 OJ0696.The dynamic height is computed by dividing the NAVD 88
 OJ0696.geopotential number by the normal gravity value computed on the
 OJ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0696.degrees latitude (g = 980.6199 gals.).
 OJ0696
 OJ0696.The modeled gravity was interpolated from observed gravity values.
 OJ0696
 OJ0696;                    North         East    Units  Estimated Accuracy
 OJ0696;SPC MI S     -   263,100.    4,032,200.      MT  (+/- 180 meters Scaled)
 OJ0696
 OJ0696                          SUPERSEDED SURVEY CONTROL
 OJ0696
 OJ0696.No superseded survey control is available for this station.
 OJ0696
 OJ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ616614(NAD 83)
 OJ0696_MARKER: I = METAL ROD
 OJ0696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0696_SP_SET: STAINLESS STEEL ROD
 OJ0696_STAMPING: E 303 1983
 OJ0696_MARK LOGO: NGS   
 OJ0696_PROJECTION: FLUSH
 OJ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0696+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0696_ROD/PIPE-DEPTH: 6.09 meters
 OJ0696
 OJ0696  HISTORY     - Date     Condition        Report By
 OJ0696  HISTORY     - 1983     MONUMENTED       NGS
 OJ0696  HISTORY     - 19970719 GOOD             USPSQD
 OJ0696  HISTORY     - 20060128 GOOD             USPSQD
 OJ0696
 OJ0696                          STATION DESCRIPTION
 OJ0696
 OJ0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0696'1.6 KM (1.0 MI) NORTH FROM PINCONNING.
 OJ0696'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0696'PINCONNING ROAD IN PINCONNING, AT THE JUNCTION OF CODY ESTEY ROAD, IN
 OJ0696'THE NORTHEAST ANGLE OF THE INTERSECTION, 58.27 METERS (191.2 FT) EAST
 OJ0696'OF THE CENTERLINE OF STATE HIGHWAY 13, 13.71 METERS (45.0 FT) SOUTH OF
 OJ0696'THE SOUTHEAST CORNER OF A WHITE CINDER BLOCK BUILDING, 11.12 METERS
 OJ0696'(36.5 FT) NORTH OF THE CENTER OF CODY ESTEY ROAD, AND 1.0 METER
 OJ0696'(3.3 FT) NORTH OF A POWERLINE POLE.
 OJ0696'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OJ0696
 OJ0696                          STATION RECOVERY (1997)
 OJ0696
 OJ0696'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0696'RECOVERED IN GOOD CONDITION.
 OJ0696
 OJ0696                          STATION RECOVERY (2006)
 OJ0696
 OJ0696'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0696'THERE IS NOW A WITNESS POST AT THE LOCATION.  THE POST IS AT THE BASE
 OJ0696'OF THE WEST SIDE OF THE POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0179 ***********************************************************************
 PK0179  DESIGNATION -  E 304
 PK0179  PID         -  PK0179
 PK0179  STATE/COUNTY-  MI/IOSCO
 PK0179  USGS QUAD   -  TAWAS CITY (1989)
 PK0179
 PK0179                         *CURRENT SURVEY CONTROL
 PK0179  ___________________________________________________________________
 PK0179* NAD 83(1994)-  44 16 34.93234(N)    083 30 05.82111(W)     ADJUSTED  
 PK0179* NAVD 88     -       179.396  (meters)     588.57   (feet)  ADJUSTED  
 PK0179  ___________________________________________________________________
 PK0179  X           -     517,685.229 (meters)                     COMP
 PK0179  Y           -  -4,544,805.287 (meters)                     COMP
 PK0179  Z           -   4,430,230.849 (meters)                     COMP
 PK0179  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 PK0179  ELLIP HEIGHT-         144.21  (meters)          (07/12/02) GPS OBS
 PK0179  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0179  DYNAMIC HT  -         179.373 (meters)     588.49  (feet)  COMP
 PK0179  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 PK0179
 PK0179  HORZ ORDER  -  FIRST
 PK0179  VERT ORDER  -  FIRST     CLASS II
 PK0179  ELLP ORDER  -  FOURTH    CLASS I
 PK0179
 PK0179.The horizontal coordinates were established by GPS observations
 PK0179.and adjusted by the National Geodetic Survey in February 1997..
 PK0179
 PK0179.The orthometric height was determined by differential leveling
 PK0179.and adjusted by the National Geodetic Survey in June 1991..
 PK0179
 PK0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0179
 PK0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0179
 PK0179.The ellipsoidal height was determined by GPS observations
 PK0179.and is referenced to NAD 83.
 PK0179
 PK0179.The geoid height was determined by GEOID03.
 PK0179
 PK0179.The dynamic height is computed by dividing the NAVD 88
 PK0179.geopotential number by the normal gravity value computed on the
 PK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0179.degrees latitude (g = 980.6199 gals.).
 PK0179
 PK0179.The modeled gravity was interpolated from observed gravity values.
 PK0179
 PK0179;                    North         East     Units Scale Factor Converg.
 PK0179;SPC MI C     -   107,012.307 6,069,056.775   MT  0.99997997   +0 36 39.9
 PK0179;SPC MI C     -   351,090.25 19,911,603.59   iFT  0.99997997   +0 36 39.9
 PK0179;UTM  17      - 4,905,612.893   300,366.730   MT  1.00009016   -1 44 49.2
 PK0179
 PK0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0179!SPC MI C     -   0.99997739  x   0.99997997  =   0.99995736
 PK0179!UTM  17      -   0.99997739  x   1.00009016  =   1.00006755
 PK0179
 PK0179                          SUPERSEDED SURVEY CONTROL
 PK0179
 PK0179  ELLIP H (02/03/97)  144.22   (m)                       GP(       ) 4 1
 PK0179  NAD 83(1986)-  44 16 34.92192(N)    083 30 05.83041(W) AD(       ) 1
 PK0179  NAVD 88 (03/18/96)  179.40   (m)          588.6    (f) LEVELING    3  
 PK0179
 PK0179.Superseded values are not recommended for survey control.
 PK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0179.See file dsdata.txt to determine how the superseded data were derived.
 PK0179
 PK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0036705613(NAD 83)
 PK0179_MARKER: I = METAL ROD
 PK0179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0179_SP_SET: STAINLESS STEEL ROD
 PK0179_STAMPING: E 304 1983
 PK0179_MARK LOGO: NGS   
 PK0179_PROJECTION: FLUSH
 PK0179_MAGNETIC: I = MARKER IS A STEEL ROD
 PK0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PK0179+STABILITY: POSITION/ELEVATION WELL
 PK0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0179+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PK0179_ROD/PIPE-DEPTH: 13.4 meters
 PK0179
 PK0179  HISTORY     - Date     Condition        Report By
 PK0179  HISTORY     - 1983     MONUMENTED       NGS
 PK0179  HISTORY     - 19940504 GOOD             MIDT
 PK0179  HISTORY     - 20050816 GOOD             USPSQD
 PK0179
 PK0179                          STATION DESCRIPTION
 PK0179
 PK0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0179'2.1 KM (1.3 MI) NE FROM TAWAS CITY.
 PK0179'2.1 KM (1.3 MI) NORTH ALONG LAKE STREET FROM THE POST OFFICE IN TAWAS
 PK0179'CITY TO THE MARK ON THE RIGHT, 16.45 METERS (54.0 FT) SOUTHEAST OF THE
 PK0179'CENTERLINE OF LAKE STREET, 33.28 METERS (109.2 FT) NORTHEAST OF A
 PK0179'POWERLINE POLE, AND 24.59 METERS (80.7 FT) SOUTHWEST OF THE SOUTHWEST
 PK0179'CORNER OF A TWO LEVEL BUILDING (GIFT SHOP).
 PK0179'THE MARK IS 0.60 METERS  NW FROM A WITNESS POST.
 PK0179'THE MARK IS ABOVE LEVEL WITH LAKE STREET.
 PK0179
 PK0179                          STATION RECOVERY (1994)
 PK0179
 PK0179'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 PK0179'STATION IS LOCATED IN QUAD 440833, AND ON THE TAWAS CITY QUADRANGLE
 PK0179'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 29, T-22-N, R-8-E, IN THE
 PK0179'CITY OF EAST TAWAS.  ABOUT 10.0 MI (16.1 KM) NORTHEAST OF NATIONAL
 PK0179'CITY, 6.0 MI (9.7 KM) NORTH OF ALABASTER, AND 2.0 MI (3.2 KM) SOUTH OF
 PK0179'EAST TAWAS.  TO REACH THE STATION FROM THE POST OFFICE IN TAWAS CITY,
 PK0179'GO NORTHEAST 1.3 MI (2.1 KM) ALONG LAKE STREET (US HIGHWAY 23) TO THE
 PK0179'STATION ON THE RIGHT AS DESCRIBED.  STATION IS 81.2 FT (24.7 M)
 PK0179'SOUTHWEST FROM BACK OF CURB JOINT AT SMALL TRAFFIC ISLAND, 54.0 FT
 PK0179'(16.5 M) SOUTHEAST OF THE CENTER OF PAVEMENT OF LAKE STREET (US
 PK0179'HIGHWAY 23) , 32.9 FT (10.0 M) EAST FROM CITY LIMITS SIGN FOR TAWAS
 PK0179'CITY AND EAST TAWAS, 21.5 FT (6.6 M) SOUTH FROM LIGHT POLE, AND 1.9 FT
 PK0179'(0.6 M) NORTHWEST FROM WITNESS POST WITH SIGN.
 PK0179
 PK0179                          STATION RECOVERY (2005)
 PK0179
 PK0179'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0179'ADDITION TO THE ABOVE DESCRIPTION.
 PK0179'NO TRAFFIC ISLAND REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0154 ***********************************************************************
 PK0154  DESIGNATION -  E 305
 PK0154  PID         -  PK0154
 PK0154  STATE/COUNTY-  MI/ARENAC
 PK0154  USGS QUAD   -  WHITTEMORE (1968)
 PK0154
 PK0154                         *CURRENT SURVEY CONTROL
 PK0154  ___________________________________________________________________
 PK0154* NAD 83(1986)-  44 07 40.     (N)    083 47 15.     (W)     SCALED    
 PK0154* NAVD 88     -       190.656  (meters)     625.51   (feet)  ADJUSTED  
 PK0154  ___________________________________________________________________
 PK0154  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 PK0154  DYNAMIC HT  -         190.626 (meters)     625.41  (feet)  COMP
 PK0154  MODELED GRAV-     980,458.4   (mgal)                       NAVD 88
 PK0154
 PK0154  VERT ORDER  -  FIRST     CLASS II
 PK0154
 PK0154.The horizontal coordinates were scaled from a topographic map and have
 PK0154.an estimated accuracy of +/- 6 seconds.
 PK0154
 PK0154.The orthometric height was determined by differential leveling
 PK0154.and adjusted by the National Geodetic Survey in June 1991..
 PK0154
 PK0154.The geoid height was determined by GEOID03.
 PK0154
 PK0154.The dynamic height is computed by dividing the NAVD 88
 PK0154.geopotential number by the normal gravity value computed on the
 PK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0154.degrees latitude (g = 980.6199 gals.).
 PK0154
 PK0154.The modeled gravity was interpolated from observed gravity values.
 PK0154
 PK0154;                    North         East    Units  Estimated Accuracy
 PK0154;SPC MI C     -    90,300.    6,046,350.      MT  (+/- 180 meters Scaled)
 PK0154
 PK0154                          SUPERSEDED SURVEY CONTROL
 PK0154
 PK0154.No superseded survey control is available for this station.
 PK0154
 PK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ769898(NAD 83)
 PK0154_MARKER: I = METAL ROD
 PK0154_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0154_SP_SET: STAINLESS STEEL ROD
 PK0154_STAMPING: E 305 1983
 PK0154_MARK LOGO: NGS   
 PK0154_PROJECTION: FLUSH
 PK0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0154+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 PK0154_ROD/PIPE-DEPTH: 4.88 meters
 PK0154
 PK0154  HISTORY     - Date     Condition        Report By
 PK0154  HISTORY     - 1983     MONUMENTED       NGS
 PK0154  HISTORY     - 20010811 GOOD             USPSQD
 PK0154
 PK0154                          STATION DESCRIPTION
 PK0154
 PK0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0154'3.2 KM (2.0 MI) NE FROM TWINING.
 PK0154'1.6 KM (1.0 MI) EAST ALONG TWINING ROAD FROM THE JUNCTION OF STATE
 PK0154'HIGHWAY 65 IN TWINING, THENCE 1.6 KM (1.0 MI) NORTH ALONG CRAWFORD
 PK0154'ROAD, AT THE JUNCTION OF REISINGER ROAD LEADING WEST, MARK IS IN THE
 PK0154'NORTHWEST ANGLE OF THE INTERSECTION, 8.90 METERS (29.2 FT) WEST OF THE
 PK0154'APPROXIMATE CENTER OF CRAWFORD ROAD, 11.03 METERS (36.2 FT) NORTH OF
 PK0154'THE APPROXIMATE CENTER OF REISINGER ROAD, 1.52 METERS (5.0 FT) SOUTH
 PK0154'OF A BRACE POST FOR A CORNER POST, AND 1.22 METERS (4.0 FT) NORTH OF A
 PK0154'CORNER POST.
 PK0154'THE MARK IS 0.34 METERS  E FROM A WITNESS POST.
 PK0154'THE MARK IS ABOVE LEVEL WITH CRAWFORD ROAD.
 PK0154
 PK0154                          STATION RECOVERY (2001)
 PK0154
 PK0154'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJ)
 PK0154'NORTHWEST CORNER OF INTERSECTION AT CRAWFORD AND SWARTZ ROAD. (NOT
 PK0154'CRAFORD AND REISINGER ROAD).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0143 ***********************************************************************
 QJ0143  DESIGNATION -  E 306
 QJ0143  PID         -  QJ0143
 QJ0143  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0143  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0143
 QJ0143                         *CURRENT SURVEY CONTROL
 QJ0143  ___________________________________________________________________
 QJ0143* NAD 83(1986)-  45 20 34.     (N)    083 29 14.     (W)     SCALED    
 QJ0143* NAVD 88     -       177.957  (meters)     583.85   (feet)  ADJUSTED  
 QJ0143  ___________________________________________________________________
 QJ0143  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0143  DYNAMIC HT  -         177.948 (meters)     583.82  (feet)  COMP
 QJ0143  MODELED GRAV-     980,562.8   (mgal)                       NAVD 88
 QJ0143
 QJ0143  VERT ORDER  -  FIRST     CLASS II
 QJ0143
 QJ0143.The horizontal coordinates were scaled from a topographic map and have
 QJ0143.an estimated accuracy of +/- 6 seconds.
 QJ0143
 QJ0143.The orthometric height was determined by differential leveling
 QJ0143.and adjusted by the National Geodetic Survey in June 1991..
 QJ0143
 QJ0143.The geoid height was determined by GEOID03.
 QJ0143
 QJ0143.The dynamic height is computed by dividing the NAVD 88
 QJ0143.geopotential number by the normal gravity value computed on the
 QJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0143.degrees latitude (g = 980.6199 gals.).
 QJ0143
 QJ0143.The modeled gravity was interpolated from observed gravity values.
 QJ0143
 QJ0143;                    North         East    Units  Estimated Accuracy
 QJ0143;SPC MI C     -   225,520.    6,068,920.      MT  (+/- 180 meters Scaled)
 QJ0143
 QJ0143                          SUPERSEDED SURVEY CONTROL
 QJ0143
 QJ0143.No superseded survey control is available for this station.
 QJ0143
 QJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL051240(NAD 83)
 QJ0143_MARKER: I = METAL ROD
 QJ0143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0143_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0143_STAMPING: E 306 1983
 QJ0143_MARK LOGO: NGS   
 QJ0143_PROJECTION: RECESSED 3 CENTIMETERS
 QJ0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0143+STABILITY: POSITION/ELEVATION WELL
 QJ0143_ROD/PIPE-DEPTH: 19.5 meters
 QJ0143_SLEEVE-DEPTH  : 3.96 meters
 QJ0143
 QJ0143  HISTORY     - Date     Condition        Report By
 QJ0143  HISTORY     - 1983     MONUMENTED       NGS
 QJ0143  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0143  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0143
 QJ0143                          STATION DESCRIPTION
 QJ0143
 QJ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0143'32.3 KM (20.1 MI) SE FROM ROGERS CITY.
 QJ0143'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0143'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0143'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 1.05 KM (0.65 MI)
 QJ0143'NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), AT PORTAGE HARBOR
 QJ0143'DOCK, NEAR THE PORTAGE RESTAURANT AND BAR, SET IN THE LAWN BY THE
 QJ0143'PARKING LOT AND COUNTY ROAD, 9.44 METERS (31.0 FT) SOUTHEAST OF THE
 QJ0143'CENTERLINE OF THE COUNTY ROAD, 24.68 METERS (81.0 FT) EAST-NORTHEAST
 QJ0143'OF THE NORTHEAST CORNER OF THE RESTAURANT BUILDING, 33.71 METERS
 QJ0143'(110.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 QJ0143'7.71 METERS (25.3 FT) NORTHEAST OF A POWERLINE POLE NUMBERED
 QJ0143'G11-35-12A IN THE PARKING LOT, 0.91 METER (3.0 FT) NORTH OF THE NORTH
 QJ0143'EDGE OF THE PARKING LOT, AND 24.08 METERS (79.0 FT) NORTH-NORTHWEST OF
 QJ0143'A WATER WELL.
 QJ0143'THE MARK IS 5.36 METERS  SE FROM A WITNESS POST.
 QJ0143'THE MARK IS ABOVE LEVEL WITH ROAD.
 QJ0143
 QJ0143                          STATION RECOVERY (1997)
 QJ0143
 QJ0143'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0143'MARK NOT FOUND.
 QJ0143
 QJ0143                          STATION RECOVERY (1999)
 QJ0143
 QJ0143'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0218 ***********************************************************************
 PK0218  DESIGNATION -  E 307
 PK0218  PID         -  PK0218
 PK0218  STATE/COUNTY-  MI/ALCONA
 PK0218  USGS QUAD   -  GREENBUSH (1989)
 PK0218
 PK0218                         *CURRENT SURVEY CONTROL
 PK0218  ___________________________________________________________________
 PK0218* NAD 83(1986)-  44 32 36.     (N)    083 18 28.     (W)     SCALED    
 PK0218* NAVD 88     -       178.319  (meters)     585.03   (feet)  ADJUSTED  
 PK0218  ___________________________________________________________________
 PK0218  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 PK0218  DYNAMIC HT  -         178.301 (meters)     584.98  (feet)  COMP
 PK0218  MODELED GRAV-     980,510.1   (mgal)                       NAVD 88
 PK0218
 PK0218  VERT ORDER  -  FIRST     CLASS II
 PK0218
 PK0218.The horizontal coordinates were scaled from a topographic map and have
 PK0218.an estimated accuracy of +/- 6 seconds.
 PK0218
 PK0218.The orthometric height was determined by differential leveling
 PK0218.and adjusted by the National Geodetic Survey in June 1991..
 PK0218
 PK0218.The geoid height was determined by GEOID03.
 PK0218
 PK0218.The dynamic height is computed by dividing the NAVD 88
 PK0218.geopotential number by the normal gravity value computed on the
 PK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0218.degrees latitude (g = 980.6199 gals.).
 PK0218
 PK0218.The modeled gravity was interpolated from observed gravity values.
 PK0218
 PK0218;                    North         East    Units  Estimated Accuracy
 PK0218;SPC MI C     -   136,860.    6,084,140.      MT  (+/- 180 meters Scaled)
 PK0218
 PK0218                          SUPERSEDED SURVEY CONTROL
 PK0218
 PK0218.No superseded survey control is available for this station.
 PK0218
 PK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK166348(NAD 83)
 PK0218_MARKER: I = METAL ROD
 PK0218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0218_SP_SET: STAINLESS STEEL ROD
 PK0218_STAMPING: E 307 1983
 PK0218_MARK LOGO: NGS   
 PK0218_PROJECTION: FLUSH
 PK0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0218+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0218_ROD/PIPE-DEPTH: 11.0 meters
 PK0218
 PK0218  HISTORY     - Date     Condition        Report By
 PK0218  HISTORY     - 1983     MONUMENTED       NGS
 PK0218  HISTORY     - 19960511 GOOD             USPSQD
 PK0218  HISTORY     - 20050731 GOOD             USPSQD
 PK0218
 PK0218                          STATION DESCRIPTION
 PK0218
 PK0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0218'5.3 KM (3.3 MI) SOUTH FROM GREENBUSH.
 PK0218'5.3 KM (3.3 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0218'GREENBUSH TO THE MARK ON THE LEFT, 15.11 METERS (49.6 FT) EAST OF THE
 PK0218'CENTERLINE OF THE HIGHWAY, 24.32 METERS (79.8 FT) NORTH OF THE
 PK0218'APPROXIMATE CENTER OF A DRIVEWAY LEADING TO THE ARMSTRONG RESIDENCE,
 PK0218'12.37 METERS (40.6 FT) SOUTH OF THE APPROXIMATE CENTER OF A DRIVEWAY
 PK0218'LEADING TO A ONE LEVEL HOUSE (NUMBER 3859), 8.93 METERS (29.3 FT)
 PK0218'SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL METAL STORAGE SHED, AND
 PK0218'0.76 METER (2.5 FT) EAST OF TELEPHONE JUNCTION BOX NUMBER 3915.
 PK0218'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0218'THE MARK IS 0.60 M BELOW HIGHWAY.
 PK0218
 PK0218                          STATION RECOVERY (1996)
 PK0218
 PK0218'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0218'RECOVERED IN GOOD CONDITION.
 PK0218
 PK0218                          STATION RECOVERY (2005)
 PK0218
 PK0218'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0218'THE FIRST RESIDENCE MENTIONED IS NOW THE BIELMAN RESIDENCE.  THE ONE
 PK0218'LEVEL HOUSE (NUMBER 3859) IS NOW THE GRADY RESIDENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0136 ***********************************************************************
 QJ0136  DESIGNATION -  E 308
 QJ0136  PID         -  QJ0136
 QJ0136  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0136  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0136
 QJ0136                         *CURRENT SURVEY CONTROL
 QJ0136  ___________________________________________________________________
 QJ0136* NAD 83(1986)-  45 19 50.     (N)    083 33 35.     (W)     SCALED    
 QJ0136* NAVD 88     -       181.675  (meters)     596.05   (feet)  ADJUSTED  
 QJ0136  ___________________________________________________________________
 QJ0136  GEOID HEIGHT-         -36.91  (meters)                     GEOID03
 QJ0136  DYNAMIC HT  -         181.665 (meters)     596.01  (feet)  COMP
 QJ0136  MODELED GRAV-     980,559.3   (mgal)                       NAVD 88
 QJ0136
 QJ0136  VERT ORDER  -  FIRST     CLASS II
 QJ0136
 QJ0136.The horizontal coordinates were scaled from a topographic map and have
 QJ0136.an estimated accuracy of +/- 6 seconds.
 QJ0136
 QJ0136.The orthometric height was determined by differential leveling
 QJ0136.and adjusted by the National Geodetic Survey in June 1991..
 QJ0136
 QJ0136.The geoid height was determined by GEOID03.
 QJ0136
 QJ0136.The dynamic height is computed by dividing the NAVD 88
 QJ0136.geopotential number by the normal gravity value computed on the
 QJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0136.degrees latitude (g = 980.6199 gals.).
 QJ0136
 QJ0136.The modeled gravity was interpolated from observed gravity values.
 QJ0136
 QJ0136;                    North         East    Units  Estimated Accuracy
 QJ0136;SPC MI C     -   224,100.    6,063,250.      MT  (+/- 180 meters Scaled)
 QJ0136
 QJ0136                          SUPERSEDED SURVEY CONTROL
 QJ0136
 QJ0136.No superseded survey control is available for this station.
 QJ0136
 QJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL994228(NAD 83)
 QJ0136_MARKER: DB = BENCH MARK DISK
 QJ0136_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QJ0136_SP_SET: RETAINING WALL
 QJ0136_STAMPING: E 308 1983
 QJ0136_MARK LOGO: NGS   
 QJ0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0136
 QJ0136  HISTORY     - Date     Condition        Report By
 QJ0136  HISTORY     - 1983     MONUMENTED       NGS
 QJ0136  HISTORY     - 20030627 GOOD             USPSQD
 QJ0136
 QJ0136                          STATION DESCRIPTION
 QJ0136
 QJ0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0136'25.3 KM (15.7 MI) ESE FROM ROGERS CITY.
 QJ0136'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0136'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0136'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 1.2 KM (0.75 MI) EAST ALONG
 QJ0136'COUNTY ROAD E 638, AT THE MOUTH OF THE GRAND LAKE OUTLET, SET IN THE
 QJ0136'EAST END OF THE CONCRETE RETAINING WALL OF THE FLOOD CONTROL GATE,
 QJ0136'32.0 METERS (105.0 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 QJ0136'3.44 METERS (11.3 FT) EAST OF THE WEST FACE OF THE EAST RETAINING WALL
 QJ0136'OF THE FLOOD GATE, AND 0.30 METER (1.0 FT) WEST OF THE EAST END OF THE
 QJ0136'EAST RETAINING WALL OF THE FLOOD GATE.
 QJ0136'THE MARK IS 0.6 M BELOW ROAD.
 QJ0136
 QJ0136                          STATION RECOVERY (2003)
 QJ0136
 QJ0136'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0249 ***********************************************************************
 PK0249  DESIGNATION -  E 309
 PK0249  PID         -  PK0249
 PK0249  STATE/COUNTY-  MI/ALCONA
 PK0249  USGS QUAD   -  BLACK RIVER (1971)
 PK0249
 PK0249                         *CURRENT SURVEY CONTROL
 PK0249  ___________________________________________________________________
 PK0249* NAD 83(1986)-  44 48 56.     (N)    083 19 44.     (W)     SCALED    
 PK0249* NAVD 88     -       186.417  (meters)     611.60   (feet)  ADJUSTED  
 PK0249  ___________________________________________________________________
 PK0249  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PK0249  DYNAMIC HT  -         186.401 (meters)     611.55  (feet)  COMP
 PK0249  MODELED GRAV-     980,526.5   (mgal)                       NAVD 88
 PK0249
 PK0249  VERT ORDER  -  FIRST     CLASS II
 PK0249
 PK0249.The horizontal coordinates were scaled from a topographic map and have
 PK0249.an estimated accuracy of +/- 6 seconds.
 PK0249
 PK0249.The orthometric height was determined by differential leveling
 PK0249.and adjusted by the National Geodetic Survey in June 1991..
 PK0249
 PK0249.The geoid height was determined by GEOID03.
 PK0249
 PK0249.The dynamic height is computed by dividing the NAVD 88
 PK0249.geopotential number by the normal gravity value computed on the
 PK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0249.degrees latitude (g = 980.6199 gals.).
 PK0249
 PK0249.The modeled gravity was interpolated from observed gravity values.
 PK0249
 PK0249;                    North         East    Units  Estimated Accuracy
 PK0249;SPC MI C     -   167,080.    6,082,080.      MT  (+/- 180 meters Scaled)
 PK0249
 PK0249                          SUPERSEDED SURVEY CONTROL
 PK0249
 PK0249.No superseded survey control is available for this station.
 PK0249
 PK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK158651(NAD 83)
 PK0249_MARKER: I = METAL ROD
 PK0249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0249_SP_SET: STAINLESS STEEL ROD
 PK0249_STAMPING: E 309 1983
 PK0249_MARK LOGO: NGS   
 PK0249_PROJECTION: FLUSH
 PK0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0249+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0249_ROD/PIPE-DEPTH: 8.53 meters
 PK0249
 PK0249  HISTORY     - Date     Condition        Report By
 PK0249  HISTORY     - 1983     MONUMENTED       NGS
 PK0249  HISTORY     - 19960511 GOOD             USPSQD
 PK0249  HISTORY     - 20050829 GOOD             USPSQD
 PK0249
 PK0249                          STATION DESCRIPTION
 PK0249
 PK0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0249'21.4 KM (13.3 MI) NORTH FROM HARRISVILLE.
 PK0249'19.1 KM (11.85 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0249'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE, THENCE 2.3 KM (1.45 MI)
 PK0249'EAST ALONG BLACK RIVER ROAD TO THE CALVARY CEMETERY AND THE MARK ON
 PK0249'THE LEFT, 14.63 METERS (48.0 FT) NORTH OF THE CENTERLINE OF BLACK
 PK0249'RIVER ROAD, 28.50 METERS (93.5 FT) EAST OF THE SOUTHWEST CORNER OF A
 PK0249'FENCE AROUND THE CEMETERY, 3.66 METERS (12.0 FT) WEST OF THE
 PK0249'APPROXIMATE CENTER OF THE ENTRANCE TO THE CEMETERY, 0.67 METER
 PK0249'(2.2 FT) WEST OF THE WEST EDGE OF THE WEST BRICK MONUMENT MARKING THE
 PK0249'ENTRANCE TO THE CEMETERY, AND 0.67 METER (2.2 FT) SOUTH OF THE FENCE.
 PK0249'THE MARK IS ABOVE LEVEL WITH BLACK RIVER ROAD.
 PK0249
 PK0249                          STATION RECOVERY (1996)
 PK0249
 PK0249'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0249'RECOVERED IN GOOD CONDITION.
 PK0249
 PK0249                          STATION RECOVERY (2005)
 PK0249
 PK0249'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0351 ***********************************************************************
 OJ0351  DESIGNATION -  E 31
 OJ0351  PID         -  OJ0351
 OJ0351  STATE/COUNTY-  MI/TUSCOLA
 OJ0351  USGS QUAD   -  VASSAR (1973)
 OJ0351
 OJ0351                         *CURRENT SURVEY CONTROL
 OJ0351  ___________________________________________________________________
 OJ0351* NAD 83(1986)-  43 21 58.     (N)    083 34 23.     (W)     SCALED    
 OJ0351* NAVD 88     -       197.636  (meters)     648.41   (feet)  ADJUSTED  
 OJ0351  ___________________________________________________________________
 OJ0351  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OJ0351  DYNAMIC HT  -         197.594 (meters)     648.27  (feet)  COMP
 OJ0351  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 OJ0351
 OJ0351  VERT ORDER  -  FIRST     CLASS II
 OJ0351
 OJ0351.The horizontal coordinates were scaled from a topographic map and have
 OJ0351.an estimated accuracy of +/- 6 seconds.
 OJ0351
 OJ0351.The orthometric height was determined by differential leveling
 OJ0351.and adjusted by the National Geodetic Survey in June 1991..
 OJ0351
 OJ0351.The geoid height was determined by GEOID03.
 OJ0351
 OJ0351.The dynamic height is computed by dividing the NAVD 88
 OJ0351.geopotential number by the normal gravity value computed on the
 OJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0351.degrees latitude (g = 980.6199 gals.).
 OJ0351
 OJ0351.The modeled gravity was interpolated from observed gravity values.
 OJ0351
 OJ0351;                    North         East    Units  Estimated Accuracy
 OJ0351;SPC MI S     -   207,590.    4,064,320.      MT  (+/- 180 meters Scaled)
 OJ0351
 OJ0351                          SUPERSEDED SURVEY CONTROL
 OJ0351
 OJ0351  NGVD 29 (??/??/92)  197.795  (m)          648.93   (f) ADJ UNCH    1 2
 OJ0351
 OJ0351.Superseded values are not recommended for survey control.
 OJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0351.See file dsdata.txt to determine how the superseded data were derived.
 OJ0351
 OJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ915046(NAD 83)
 OJ0351_MARKER: DB = BENCH MARK DISK
 OJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0351_STAMPING: 648.932 E 31 1930
 OJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0351+STABILITY: SURFACE MOTION
 OJ0351
 OJ0351  HISTORY     - Date     Condition        Report By
 OJ0351  HISTORY     - UNK      MONUMENTED       CGS
 OJ0351  HISTORY     - 1958     POOR             NGS
 OJ0351  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0351
 OJ0351                          STATION DESCRIPTION
 OJ0351
 OJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0351'AT VASSAR.
 OJ0351'AT VASSAR, TUSCOLA COUNTY, IN THE SOUTH END OF TOWN, AT THE
 OJ0351'CROSSING OF THE MICHIGAN CENTRAL RAILROAD AND THE PERE MARQUETTE
 OJ0351'RAILWAY, 65 FEET SOUTH OF THE SOUTH RAIL OF THE P.M.RY., AND
 OJ0351'45 FEET EAST OF THE EAST RAIL OF THE M.C.R.R.  A STANDARD DISK,
 OJ0351'STAMPED 648.932 E 31 1930 AND SET IN THE TOP OF A CONCRETE
 OJ0351'POST PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- BENCH MARK HAS
 OJ0351'BEEN HIT BY A BULLDOZER AND IS LEANING OVER QUITE BADLY.
 OJ0351
 OJ0351                          STATION RECOVERY (1999)
 OJ0351
 OJ0351'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0107 ***********************************************************************
 QJ0107  DESIGNATION -  E 310
 QJ0107  PID         -  QJ0107
 QJ0107  STATE/COUNTY-  MI/ALPENA
 QJ0107  USGS QUAD   -  ALPENA (1971)
 QJ0107
 QJ0107                         *CURRENT SURVEY CONTROL
 QJ0107  ___________________________________________________________________
 QJ0107* NAD 83(1986)-  45 05 20.     (N)    083 27 26.     (W)     SCALED    
 QJ0107* NAVD 88     -       191.617  (meters)     628.66   (feet)  ADJUSTED  
 QJ0107  ___________________________________________________________________
 QJ0107  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 QJ0107  DYNAMIC HT  -         191.603 (meters)     628.62  (feet)  COMP
 QJ0107  MODELED GRAV-     980,543.3   (mgal)                       NAVD 88
 QJ0107  OBS GRAVITY -     980,545.2   (mgal)                       GRAV_OBS
 QJ0107
 QJ0107  VERT ORDER  -  FIRST     CLASS II
 QJ0107
 QJ0107.The horizontal coordinates were scaled from a topographic map and have
 QJ0107.an estimated accuracy of +/- 6 seconds.
 QJ0107
 QJ0107.The orthometric height was determined by differential leveling
 QJ0107.and adjusted by the National Geodetic Survey in June 1991..
 QJ0107
 QJ0107.The geoid height was determined by GEOID03.
 QJ0107
 QJ0107.The dynamic height is computed by dividing the NAVD 88
 QJ0107.geopotential number by the normal gravity value computed on the
 QJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0107.degrees latitude (g = 980.6199 gals.).
 QJ0107
 QJ0107.The modeled gravity was interpolated from observed gravity values.
 QJ0107.The observed gravity was obtained from relative gravimeter ties
 QJ0107.to the IGSN71 gravity network.
 QJ0107
 QJ0107;                    North         East    Units  Estimated Accuracy
 QJ0107;SPC MI C     -   197,330.    6,071,590.      MT  (+/- 180 meters Scaled)
 QJ0107
 QJ0107                          SUPERSEDED SURVEY CONTROL
 QJ0107
 QJ0107.No superseded survey control is available for this station.
 QJ0107
 QJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK066957(NAD 83)
 QJ0107_MARKER: I = METAL ROD
 QJ0107_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0107+WITH SETTING: INFORMATION.
 QJ0107_SP_SET: SHALLOW SET METAL ROD
 QJ0107_STAMPING: E 310 1983
 QJ0107_MARK LOGO: NGS   
 QJ0107_PROJECTION: FLUSH
 QJ0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0107_ROD/PIPE-DEPTH: 2.43 meters
 QJ0107
 QJ0107  HISTORY     - Date     Condition        Report By
 QJ0107  HISTORY     - 1983     MONUMENTED       NGS
 QJ0107
 QJ0107                          STATION DESCRIPTION
 QJ0107
 QJ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0107'2.7 KM (1.65 MI) NORTH FROM ALPENA.
 QJ0107'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0107'ALPENA TO THE MARK ON THE RIGHT, 10.24 METERS (33.6 FT) EAST OF THE
 QJ0107'CENTERLINE OF THE HIGHWAY, 12.56 METERS (41.2 FT) WEST-SOUTHWEST OF
 QJ0107'THE SOUTHWEST CORNER OF A ONE LEVEL HOUSE, 9.33 METERS (30.6 FT)
 QJ0107'SOUTHEAST OF A 12-INCH DIAMETER DRAINAGE HOLE, 2.07 METERS (6.8 FT)
 QJ0107'NORTHEAST OF A CONCRETE RIGHT-OF-WAY MARKER, AND 0.97 METER (3.2 FT)
 QJ0107'SOUTHWEST OF A POWERLINE POLE WITH TWO GUY WIRES.  NOTE, THE ROD WAS
 QJ0107'DRIVEN TO REFUSAL.
 QJ0107'THE MARK IS 0.82 METERS  SW FROM A WITNESS POST.
 QJ0107'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0449 ***********************************************************************
 QK0449  DESIGNATION -  E 311
 QK0449  PID         -  QK0449
 QK0449  STATE/COUNTY-  MI/EMMET
 QK0449  USGS QUAD   -  
 QK0449
 QK0449                         *CURRENT SURVEY CONTROL
 QK0449  ___________________________________________________________________
 QK0449* NAD 83(1994)-  45 21 49.59593(N)    085 01 05.74694(W)     ADJUSTED  
 QK0449* NAVD 88     -       203.704  (meters)     668.32   (feet)  ADJUSTED  
 QK0449  ___________________________________________________________________
 QK0449  X           -     389,819.419 (meters)                     COMP
 QK0449  Y           -  -4,472,073.853 (meters)                     COMP
 QK0449  Z           -   4,515,964.596 (meters)                     COMP
 QK0449  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 QK0449  ELLIP HEIGHT-         168.51  (meters)          (07/12/02) GPS OBS
 QK0449  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0449  DYNAMIC HT  -         203.697 (meters)     668.30  (feet)  COMP
 QK0449  MODELED GRAV-     980,574.3   (mgal)                       NAVD 88
 QK0449
 QK0449  HORZ ORDER  -  FIRST
 QK0449  VERT ORDER  -  FIRST     CLASS II
 QK0449  ELLP ORDER  -  FOURTH    CLASS I
 QK0449
 QK0449.The horizontal coordinates were established by GPS observations
 QK0449.and adjusted by the National Geodetic Survey in February 1997..
 QK0449
 QK0449.The orthometric height was determined by differential leveling
 QK0449.and adjusted by the National Geodetic Survey in June 1991..
 QK0449
 QK0449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0449
 QK0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0449
 QK0449.The ellipsoidal height was determined by GPS observations
 QK0449.and is referenced to NAD 83.
 QK0449
 QK0449.The geoid height was determined by GEOID03.
 QK0449
 QK0449.The dynamic height is computed by dividing the NAVD 88
 QK0449.geopotential number by the normal gravity value computed on the
 QK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0449.degrees latitude (g = 980.6199 gals.).
 QK0449
 QK0449.The modeled gravity was interpolated from observed gravity values.
 QK0449
 QK0449;                    North         East     Units Scale Factor Converg.
 QK0449;SPC MI C     -   227,682.227 5,948,953.459   MT  0.99993960   -0 27 37.1
 QK0449;SPC MI C     -   746,988.93 19,517,563.84   iFT  0.99993960   -0 27 37.1
 QK0449;UTM  16      - 5,025,272.937   655,199.332   MT  0.99989616   +1 24 37.6
 QK0449
 QK0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0449!SPC MI C     -   0.99997358  x   0.99993960  =   0.99991318
 QK0449!UTM  16      -   0.99997358  x   0.99989616  =   0.99986974
 QK0449
 QK0449                          SUPERSEDED SURVEY CONTROL
 QK0449
 QK0449  NAD 83(1994)-  45 21 49.59003(N)    085 01 05.74960(W) AD(       ) 1
 QK0449  NAVD 88 (41/10/94)  203.70   (m)          668.3    (f) LEVELING    3  
 QK0449
 QK0449.Superseded values are not recommended for survey control.
 QK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0449.See file dsdata.txt to determine how the superseded data were derived.
 QK0449
 QK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5519925273(NAD 83)
 QK0449_MARKER: I = METAL ROD
 QK0449_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0449_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0449_STAMPING: E 311 1984
 QK0449_MARK LOGO: NGS   
 QK0449_PROJECTION: FLUSH
 QK0449_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0449+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1994
 QK0449_ROD/PIPE-DEPTH: 2.4  meters
 QK0449
 QK0449  HISTORY     - Date     Condition        Report By
 QK0449  HISTORY     - 1984     MONUMENTED       NGS
 QK0449  HISTORY     - 19920623 GOOD             MIDT
 QK0449  HISTORY     - 19941026 GOOD             MIDT
 QK0449  HISTORY     - 20041209 MARK NOT FOUND   ROWEIN
 QK0449
 QK0449                          STATION DESCRIPTION
 QK0449
 QK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0449'4.0 KM (2.5 MI) SW FROM PETOSKEY.
 QK0449'4.0 KM (2.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0449'U.S. HIGHWAY 131 IN PETOSKEY, AT A POWERLINE CROSSING AND ENTRANCE TO
 QK0449'THE DUNDEE CEMENT COMPANY, 27.0 METERS (88.9 FT) NORTH OF THE
 QK0449'CENTERLINE OF THE HIGHWAY, 23.7 METERS (77.9 FT) SOUTHWEST OF THE WEST
 QK0449'LEG OF THE CEMENT COMPANY SIGN IN A ROCK PLANTER, 9.9 METERS (32.5 FT)
 QK0449'WEST OF THE CENTERLINE OF A PAVED ROAD LEADING NORTH TO THE DUNDEE
 QK0449'CEMENT COMPANY AND 8.4 METERS (27.5 FT) SOUTH OF POWERLINE POLE NUMBER
 QK0449'20R.
 QK0449'THE MARK IS 0.45 METERS  W FROM A WITNESS POST.
 QK0449'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 QK0449
 QK0449                          STATION RECOVERY (1992)
 QK0449
 QK0449'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0449'STATION IS LOCATED IN QUAD 450852.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0449'SECTION 3, T-34-N, R-6-W, RESORT TOWNSHIP.  IT IS ABOUT 4.9 MILES (7.9
 QK0449'KM) SOUTHWEST OF HARBOR SPRINGS, 3.9 MILES (6.3 KM) EAST OF BAY SHORE,
 QK0449'2.5 MILES (4.0 KM) WEST OF PETOSKEY, ON THE PROPERTY OF DUNDEE CEMENT
 QK0449'COMPANY AND ON THE BAY SHORE QUADRANGLE MAP. TO REACH FROM THE
 QK0449'INTERSECTION OF UNITED STATES HIGHWAY 31 AND UNITED STATES HIGHWAY 131
 QK0449'AT THE SOUTH SIDE OF PETOSKEY, GO WEST ON U.S. 31 FOR 2.5 MILES (4.0
 QK0449'KM) TO STATION ON RIGHT AT DUNDEE CEMENT PLANT ENTRANCE DRIVE. STATION
 QK0449'IS RECESSED IN LOGO BOX.  IT IS 88.9 FT (27.1 M) NORTH OF THE
 QK0449'CENTERLINE OF PAVED U.S. 31, 32.5 FT (9.9 M) WEST OF THE CENTERLINE OF
 QK0449'PAVED DRIVE, 27.5 SOUTH OF POWER POLE, AND 1.5 FT (0.5 M) WEST OF A
 QK0449'CARSONITE WITNESS POST.
 QK0449
 QK0449                          STATION RECOVERY (1994)
 QK0449
 QK0449'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 QK0449'STATION IS LOCATED IN QUAD 450852 ON THE BAY SHORE QUADRANGLE MAP. IT
 QK0449'IS IN THE SOUTHEAST 1/4 OF SECTION 3, T-34-N, R-6-W, RESORT TOWNSHIP.
 QK0449'ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF HARBOR SPRINGS, 3.9 MI (6.3 KM)
 QK0449'EAST OF BAY SHORE, 2.5 MI (4.0 KM) WEST OF PETOSKEY, AND ON THE
 QK0449'PROPERTY OF DUNDEE CEMENT COMPANY. TO REACH FROM THE JUNCTION OF U.S.
 QK0449'HIGHWAY 31 AND U.S. HIGHWAY 131 ON THE SOUTH SIDE OF PETOSKEY, GO WEST
 QK0449'ALONG U.S. HIGHWAY 31 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE RIGHT
 QK0449'AT THE DUNDEE CEMENT PLANT ENTRANCE DRIVE. STATION IS 88.9 FT (27.1 M)
 QK0449'NORTH FROM THE CENTER OF U.S. HIGHWAY 31, 32.5 FT (9.9 M) WEST FROM
 QK0449'THE CENTER OF A PAVED DRIVE NORTH, 27.5 FT (8.4 M) SOUTH FROM A
 QK0449'UTILITY POLE, AND 1.5 FT (0.5 M) WEST FROM A CARSONITE WITNESS POST.
 QK0449
 QK0449                          STATION RECOVERY (2004)
 QK0449
 QK0449'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0449'NEW CONSTRUCTION IN AREA OF MARK LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0480 ***********************************************************************
 QK0480  DESIGNATION -  E 312
 QK0480  PID         -  QK0480
 QK0480  STATE/COUNTY-  MI/ANTRIM
 QK0480  USGS QUAD   -  
 QK0480
 QK0480                         *CURRENT SURVEY CONTROL
 QK0480  ___________________________________________________________________
 QK0480* NAD 83(1986)-  45 11 12.     (N)    085 20 36.     (W)     SCALED    
 QK0480* NAVD 88     -       260.658  (meters)     855.18   (feet)  ADJUSTED  
 QK0480  ___________________________________________________________________
 QK0480  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 QK0480  DYNAMIC HT  -         260.654 (meters)     855.16  (feet)  COMP
 QK0480  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 QK0480
 QK0480  VERT ORDER  -  FIRST     CLASS II
 QK0480
 QK0480.The horizontal coordinates were scaled from a topographic map and have
 QK0480.an estimated accuracy of +/- 6 seconds.
 QK0480
 QK0480.The orthometric height was determined by differential leveling
 QK0480.and adjusted by the National Geodetic Survey in June 1991..
 QK0480
 QK0480.The geoid height was determined by GEOID03.
 QK0480
 QK0480.The dynamic height is computed by dividing the NAVD 88
 QK0480.geopotential number by the normal gravity value computed on the
 QK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0480.degrees latitude (g = 980.6199 gals.).
 QK0480
 QK0480.The modeled gravity was interpolated from observed gravity values.
 QK0480
 QK0480;                    North         East    Units  Estimated Accuracy
 QK0480;SPC MI C     -   208,260.    5,923,250.      MT  (+/- 180 meters Scaled)
 QK0480
 QK0480                          SUPERSEDED SURVEY CONTROL
 QK0480
 QK0480.No superseded survey control is available for this station.
 QK0480
 QK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR301050(NAD 83)
 QK0480_MARKER: I = METAL ROD
 QK0480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0480_SP_SET: STAINLESS STEEL ROD
 QK0480_STAMPING: E 312 1984
 QK0480_MARK LOGO: NGS   
 QK0480_PROJECTION: FLUSH
 QK0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0480_ROD/PIPE-DEPTH: 8.5  meters
 QK0480
 QK0480  HISTORY     - Date     Condition        Report By
 QK0480  HISTORY     - 1984     MONUMENTED       NGS
 QK0480  HISTORY     - 19950528 GOOD             USPSQD
 QK0480  HISTORY     - 19991118 GOOD             USPSQD
 QK0480  HISTORY     - 20040530 GOOD             USPSQD
 QK0480
 QK0480                          STATION DESCRIPTION
 QK0480
 QK0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0480'17.7 KM (11.1 MI) SOUTH FROM CHARLEVOIX.
 QK0480'17.7 KM (11.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0480'IN CHARLEVOIX, AT COUNTY ROAD C 48 (ATWOOD ROAD), 37.1 METERS
 QK0480'(121.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.7 METERS
 QK0480'(48.4 FT) WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE, 10.8 METERS
 QK0480'(35.0 FT) NORTH OF THE CENTERLINE OF ATWOOD ROAD, AND 0.6 METER
 QK0480'(2.0 FT) EAST OF A POWERLINE POLE WITH A GUY WIRE AND TRANSFORMER
 QK0480'NUMBERED EP1/100 ATTACHED.
 QK0480'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0480'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 QK0480
 QK0480                          STATION RECOVERY (1995)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0480'RECOVERED IN GOOD CONDITION.
 QK0480
 QK0480                          STATION RECOVERY (1999)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0480'RECOVERED IN GOOD CONDITION.
 QK0480
 QK0480                          STATION RECOVERY (2004)
 QK0480
 QK0480'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0370 ***********************************************************************
 PL0370  DESIGNATION -  E 313
 PL0370  PID         -  PL0370
 PL0370  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0370  USGS QUAD   -  WALTON (1985)
 PL0370
 PL0370                         *CURRENT SURVEY CONTROL
 PL0370  ___________________________________________________________________
 PL0370* NAD 83(1986)-  44 49 54.     (N)    085 27 10.     (W)     SCALED    
 PL0370* NAVD 88     -       195.832  (meters)     642.49   (feet)  ADJUSTED  
 PL0370  ___________________________________________________________________
 PL0370  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 PL0370  DYNAMIC HT  -         195.817 (meters)     642.44  (feet)  COMP
 PL0370  MODELED GRAV-     980,536.4   (mgal)                       NAVD 88
 PL0370
 PL0370  VERT ORDER  -  FIRST     CLASS II
 PL0370
 PL0370.The horizontal coordinates were scaled from a topographic map and have
 PL0370.an estimated accuracy of +/- 6 seconds.
 PL0370
 PL0370.The orthometric height was determined by differential leveling
 PL0370.and adjusted by the National Geodetic Survey in June 1991..
 PL0370
 PL0370.The geoid height was determined by GEOID03.
 PL0370
 PL0370.The dynamic height is computed by dividing the NAVD 88
 PL0370.geopotential number by the normal gravity value computed on the
 PL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0370.degrees latitude (g = 980.6199 gals.).
 PL0370
 PL0370.The modeled gravity was interpolated from observed gravity values.
 PL0370
 PL0370;                    North         East    Units  Estimated Accuracy
 PL0370;SPC MI C     -   168,920.    5,914,120.      MT  (+/- 180 meters Scaled)
 PL0370
 PL0370                          SUPERSEDED SURVEY CONTROL
 PL0370
 PL0370.No superseded survey control is available for this station.
 PL0370
 PL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ223654(NAD 83)
 PL0370_MARKER: I = METAL ROD
 PL0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0370_SP_SET: STAINLESS STEEL ROD
 PL0370_STAMPING: E 313 1984
 PL0370_MARK LOGO: NGS   
 PL0370_PROJECTION: FLUSH
 PL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0370+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 PL0370_ROD/PIPE-DEPTH: 6.0  meters
 PL0370
 PL0370  HISTORY     - Date     Condition        Report By
 PL0370  HISTORY     - 1984     MONUMENTED       NGS
 PL0370  HISTORY     - 20021010 GOOD             USPSQD
 PL0370  HISTORY     - 20021010 GOOD             USPSQD
 PL0370  HISTORY     - 20060410 GOOD             GEOCAC
 PL0370
 PL0370                          STATION DESCRIPTION
 PL0370
 PL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0370'8.8 KM (5.5 MI) SW FROM ELK RAPIDS.
 PL0370'8.8 KM (5.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0370'RIVER STREET IN ELK RAPIDS, AT ANGELL ROAD LEADING EAST AND THE CHERRY
 PL0370'PROCESSING COMPANY IN THE NORTHEAST CORNER, 29.2 METERS (95.9 FT)
 PL0370'EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 22.7 METERS (74.5 FT)
 PL0370'NORTH-NORTHEAST OF THE CENTERLINE OF ANGELL ROAD, AND 0.8 METER
 PL0370'(2.5 FT) SOUTHWEST OF A POWERLINE POLE WITH A GUY WIRE ATTACHED.
 PL0370'THE MARK IS 0.8 METERS  SW FROM A WITNESS POST.
 PL0370'THE MARK IS 0.5 M BELOW CENTERLINE OF HIGHWAY.
 PL0370
 PL0370                          STATION RECOVERY (2002)
 PL0370
 PL0370'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0370'RECOVERED AS DESCRIBED.
 PL0370
 PL0370                          STATION RECOVERY (2002)
 PL0370
 PL0370'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0370'RECOVERED IN GOOD CONDITION.
 PL0370
 PL0370                          STATION RECOVERY (2006)
 PL0370
 PL0370'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0370'OLD POWERLINE POLE CUT FLUSH WITH GROUND.  (ADD) 1.5 METERS (5.0 FEET)
 PL0370'SOUTHWEST OF NEW CHERRYLAND ELECTRIC COOPERATIVE POWERLINE POLE TAGGED
 PL0370'BA1109.
 PL0370'HH2 GPS  44 49 51.2 (N)  085 27 11.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0400 ***********************************************************************
 PL0400  DESIGNATION -  E 314
 PL0400  PID         -  PL0400
 PL0400  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0400  USGS QUAD   -  
 PL0400
 PL0400                         *CURRENT SURVEY CONTROL
 PL0400  ___________________________________________________________________
 PL0400* NAD 83(1986)-  44 39 29.     (N)    085 44 12.     (W)     SCALED    
 PL0400* NAVD 88     -       260.180  (meters)     853.61   (feet)  ADJUSTED  
 PL0400  ___________________________________________________________________
 PL0400  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 PL0400  DYNAMIC HT  -         260.153 (meters)     853.52  (feet)  COMP
 PL0400  MODELED GRAV-     980,507.1   (mgal)                       NAVD 88
 PL0400
 PL0400  VERT ORDER  -  FIRST     CLASS II
 PL0400
 PL0400.The horizontal coordinates were scaled from a topographic map and have
 PL0400.an estimated accuracy of +/- 6 seconds.
 PL0400
 PL0400.The orthometric height was determined by differential leveling
 PL0400.and adjusted by the National Geodetic Survey in June 1991..
 PL0400
 PL0400.The geoid height was determined by GEOID03.
 PL0400
 PL0400.The dynamic height is computed by dividing the NAVD 88
 PL0400.geopotential number by the normal gravity value computed on the
 PL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0400.degrees latitude (g = 980.6199 gals.).
 PL0400
 PL0400.The modeled gravity was interpolated from observed gravity values.
 PL0400
 PL0400;                    North         East    Units  Estimated Accuracy
 PL0400;SPC MI C     -   149,970.    5,891,350.      MT  (+/- 180 meters Scaled)
 PL0400
 PL0400                          SUPERSEDED SURVEY CONTROL
 PL0400
 PL0400.No superseded survey control is available for this station.
 PL0400
 PL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ001457(NAD 83)
 PL0400_MARKER: I = METAL ROD
 PL0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0400_SP_SET: STAINLESS STEEL ROD
 PL0400_STAMPING: E 314 1984
 PL0400_MARK LOGO: NGS   
 PL0400_PROJECTION: FLUSH
 PL0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0400_ROD/PIPE-DEPTH: 23.2 meters
 PL0400
 PL0400  HISTORY     - Date     Condition        Report By
 PL0400  HISTORY     - 1984     MONUMENTED       NGS
 PL0400  HISTORY     - 19971029 GOOD             USPSQD
 PL0400
 PL0400                          STATION DESCRIPTION
 PL0400
 PL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0400'7.0 KM (4.35 MI) SW FROM CHUMS CORNER.
 PL0400'7.0 KM (4.35 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0400'M 37 AT CHUMS CORNER, AT THE EAST DUCK LAKE ROAD, 15.39 METERS
 PL0400'(50.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0400'12.19 METERS (40.0 FT) NORTH OF THE CENTERLINE OF EAST DUCK LAKE ROAD
 PL0400'FROM THE NORTH EDGE OF THE OLD RAILROAD BED, 0.55 METERS (1.8 FT) EAST
 PL0400'OF A UTILITY POLE NUMBERED GN3/31, AND 0.45 METERS (1.5 FT) WEST OF A
 PL0400'WITNESS POST.
 PL0400'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 PL0400'THE MARK IS 0.6 M BELOW HIGHWAY.
 PL0400
 PL0400                          STATION RECOVERY (1997)
 PL0400
 PL0400'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0293 ***********************************************************************
 OL0293  DESIGNATION -  E 315
 OL0293  PID         -  OL0293
 OL0293  STATE/COUNTY-  MI/MASON
 OL0293  USGS QUAD   -  
 OL0293
 OL0293                         *CURRENT SURVEY CONTROL
 OL0293  ___________________________________________________________________
 OL0293* NAD 83(1986)-  43 57 20.     (N)    086 20 24.     (W)     SCALED    
 OL0293* NAVD 88     -       203.608  (meters)     668.00   (feet)  ADJUSTED  
 OL0293  ___________________________________________________________________
 OL0293  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0293  DYNAMIC HT  -         203.573 (meters)     667.89  (feet)  COMP
 OL0293  MODELED GRAV-     980,443.9   (mgal)                       NAVD 88
 OL0293
 OL0293  VERT ORDER  -  FIRST     CLASS II
 OL0293
 OL0293.The horizontal coordinates were scaled from a topographic map and have
 OL0293.an estimated accuracy of +/- 6 seconds.
 OL0293
 OL0293.The orthometric height was determined by differential leveling
 OL0293.and adjusted by the National Geodetic Survey in June 1991..
 OL0293
 OL0293.The geoid height was determined by GEOID03.
 OL0293
 OL0293.The dynamic height is computed by dividing the NAVD 88
 OL0293.geopotential number by the normal gravity value computed on the
 OL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0293.degrees latitude (g = 980.6199 gals.).
 OL0293
 OL0293.The modeled gravity was interpolated from observed gravity values.
 OL0293
 OL0293;                    North         East    Units  Estimated Accuracy
 OL0293;SPC MI C     -    72,920.    5,841,610.      MT  (+/- 180 meters Scaled)
 OL0293
 OL0293                          SUPERSEDED SURVEY CONTROL
 OL0293
 OL0293.No superseded survey control is available for this station.
 OL0293
 OL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP529671(NAD 83)
 OL0293_MARKER: I = METAL ROD
 OL0293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0293_SP_SET: STAINLESS STEEL ROD
 OL0293_STAMPING: E 315 1984
 OL0293_MARK LOGO: NGS   
 OL0293_PROJECTION: FLUSH
 OL0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0293_ROD/PIPE-DEPTH: 18.3 meters
 OL0293
 OL0293  HISTORY     - Date     Condition        Report By
 OL0293  HISTORY     - 1984     MONUMENTED       NGS
 OL0293  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0293  HISTORY     - 20010815 GOOD             NGS
 OL0293  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 OL0293
 OL0293                          STATION DESCRIPTION
 OL0293
 OL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0293'5.3 KM (3.3 MI) WEST FROM SCOTTVILLE.
 OL0293'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0293'SCOTTVILLE, THENCE 4.9 KM (3.05 MI) WEST ALONG U.S. HIGHWAY 10, AT THE
 OL0293'INTERSECTION OF STILES ROAD, 8.99 METERS (29.5 FT) NORTH OF THE
 OL0293'CENTERLINE OF THE HIGHWAY, 54.86 METERS (180.0 FT) WEST OF THE CENTER
 OL0293'OF STILES ROAD, 23.46 METERS (77.0 FT) EAST OF THE CENTER OF A PAVED
 OL0293'DRIVEWAY LEADING NORTH, 2.07 METERS (6.8 FT) WEST OF A U.S. HIGHWAY 10
 OL0293'AND 31 SIGN POST, AND 0.82 METERS (2.7 FT) EAST OF A POWERLINE POLE.
 OL0293'THE MARK IS 0.21 METERS  W FROM A WITNESS POST.
 OL0293'THE MARK IS 0.15 M BELOW HIGHWAY.
 OL0293
 OL0293                          STATION RECOVERY (1995)
 OL0293
 OL0293'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0293'MARK NOT FOUND.
 OL0293
 OL0293                          STATION RECOVERY (2001)
 OL0293
 OL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0293'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0293
 OL0293                          STATION RECOVERY (2005)
 OL0293
 OL0293'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0293'THIS WILL NOT BE REPORTED AGAIN AS ITNEW HIGHWAY BUILD AND WOULD BE
 OL0293'UNDER THE ROAD IF STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0337 ***********************************************************************
 OL0337  DESIGNATION -  E 316
 OL0337  PID         -  OL0337
 OL0337  STATE/COUNTY-  MI/OCEANA
 OL0337  USGS QUAD   -  
 OL0337
 OL0337                         *CURRENT SURVEY CONTROL
 OL0337  ___________________________________________________________________
 OL0337* NAD 83(1986)-  43 34 18.     (N)    086 21 09.     (W)     SCALED    
 OL0337* NAVD 88     -       233.470  (meters)     765.98   (feet)  ADJUSTED  
 OL0337  ___________________________________________________________________
 OL0337  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OL0337  DYNAMIC HT  -         233.425 (meters)     765.83  (feet)  COMP
 OL0337  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 OL0337
 OL0337  VERT ORDER  -  FIRST     CLASS II
 OL0337
 OL0337.The horizontal coordinates were scaled from a topographic map and have
 OL0337.an estimated accuracy of +/- 6 seconds.
 OL0337
 OL0337.The orthometric height was determined by differential leveling
 OL0337.and adjusted by the National Geodetic Survey in June 1991..
 OL0337
 OL0337.The geoid height was determined by GEOID03.
 OL0337
 OL0337.The dynamic height is computed by dividing the NAVD 88
 OL0337.geopotential number by the normal gravity value computed on the
 OL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0337.degrees latitude (g = 980.6199 gals.).
 OL0337
 OL0337.The modeled gravity was interpolated from observed gravity values.
 OL0337
 OL0337;                    North         East    Units  Estimated Accuracy
 OL0337;SPC MI S     -   232,020.    3,839,600.      MT  (+/- 180 meters Scaled)
 OL0337
 OL0337                          SUPERSEDED SURVEY CONTROL
 OL0337
 OL0337.No superseded survey control is available for this station.
 OL0337
 OL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP522245(NAD 83)
 OL0337_MARKER: I = METAL ROD
 OL0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0337_SP_SET: STAINLESS STEEL ROD
 OL0337_STAMPING: E 316 1984
 OL0337_MARK LOGO: NGS   
 OL0337_PROJECTION: FLUSH
 OL0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0337+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0337_ROD/PIPE-DEPTH: 12.2 meters
 OL0337
 OL0337  HISTORY     - Date     Condition        Report By
 OL0337  HISTORY     - 1984     MONUMENTED       NGS
 OL0337  HISTORY     - 19940820 GOOD             USPSQD
 OL0337  HISTORY     - 20010928 GOOD             USPSQD
 OL0337  HISTORY     - 20041009 GOOD             USPSQD
 OL0337
 OL0337                          STATION DESCRIPTION
 OL0337
 OL0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0337'1.4 KM (0.9 MI) NNW FROM NEW ERA.
 OL0337'1.4 KM (0.9 MI) NORTH-NORTHWEST ALONG OCEANA DRIVE FROM THE POST
 OL0337'OFFICE IN NEW ERA, AT THE JUNCTION OF STATE HIGHWAY 20, 16.97 METERS
 OL0337'(55.7 FT) WEST-SOUTHWEST OF THE CENTERLINE OF OCEANA DRIVE,
 OL0337'17.98 METERS (59.0 FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 20,
 OL0337'5.54 METERS (18.2 FT) NORTHEAST OF THE NORTHEAST ONE OF TWO GUY WIRE
 OL0337'ANCHORS, AND 0.67 METERS (2.2 FT) NORTH OF A POWERLINE GUY POLE.
 OL0337'NOTE, DRIVING RATE EXCEEDED AND ROD ANCHORED.
 OL0337'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 OL0337'THE MARK IS ABOVE LEVEL WITH HIGHWAY 20.
 OL0337
 OL0337                          STATION RECOVERY (1994)
 OL0337
 OL0337'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0337'RECOVERED IN GOOD CONDITION.
 OL0337
 OL0337                          STATION RECOVERY (2001)
 OL0337
 OL0337'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0337'RECOVERED IN GOOD CONDITION.
 OL0337
 OL0337                          STATION RECOVERY (2004)
 OL0337
 OL0337'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0371 ***********************************************************************
 OL0371  DESIGNATION -  E 317
 OL0371  PID         -  OL0371
 OL0371  STATE/COUNTY-  MI/MUSKEGON
 OL0371  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0371
 OL0371                         *CURRENT SURVEY CONTROL
 OL0371  ___________________________________________________________________
 OL0371* NAD 83(1986)-  43 10 35.     (N)    086 13 10.     (W)     SCALED    
 OL0371* NAVD 88     -       191.054  (meters)     626.82   (feet)  ADJUSTED  
 OL0371  ___________________________________________________________________
 OL0371  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 OL0371  DYNAMIC HT  -         191.013 (meters)     626.68  (feet)  COMP
 OL0371  MODELED GRAV-     980,399.9   (mgal)                       NAVD 88
 OL0371
 OL0371  VERT ORDER  -  FIRST     CLASS II
 OL0371
 OL0371.The horizontal coordinates were scaled from a topographic map and have
 OL0371.an estimated accuracy of +/- 6 seconds.
 OL0371
 OL0371.The orthometric height was determined by differential leveling
 OL0371.and adjusted by the National Geodetic Survey in June 1991..
 OL0371
 OL0371.The geoid height was determined by GEOID03.
 OL0371
 OL0371.The dynamic height is computed by dividing the NAVD 88
 OL0371.geopotential number by the normal gravity value computed on the
 OL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0371.degrees latitude (g = 980.6199 gals.).
 OL0371
 OL0371.The modeled gravity was interpolated from observed gravity values.
 OL0371
 OL0371;                    North         East    Units  Estimated Accuracy
 OL0371;SPC MI S     -   187,870.    3,849,380.      MT  (+/- 180 meters Scaled)
 OL0371
 OL0371                          SUPERSEDED SURVEY CONTROL
 OL0371
 OL0371.No superseded survey control is available for this station.
 OL0371
 OL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN634806(NAD 83)
 OL0371_MARKER: I = METAL ROD
 OL0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0371_SP_SET: STAINLESS STEEL ROD
 OL0371_STAMPING: E 317 1984
 OL0371_MARK LOGO: NGS   
 OL0371_PROJECTION: RECESSED 6 CENTIMETERS
 OL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0371_ROD/PIPE-DEPTH: 24.4 meters
 OL0371
 OL0371  HISTORY     - Date     Condition        Report By
 OL0371  HISTORY     - 1984     MONUMENTED       NGS
 OL0371  HISTORY     - 19940721 GOOD             USPSQD
 OL0371
 OL0371                          STATION DESCRIPTION
 OL0371
 OL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0371'4.5 KM (2.8 MI) SE FROM MUSKEGON HEIGHTS.
 OL0371'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0371'HEIGHTS, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG AIRLINE ROAD, THENCE
 OL0371'0.5 KM (0.3 MI) WEST ALONG AIRPORT ROAD, AT A POWERLINE AND TELEPHONE
 OL0371'POLE NORTH AND ACROSS THE ROAD FROM THE ALSTROM CONSTRUCTION COMPANY
 OL0371'OFFICE, LOCATED, AT 1021 AIRPORT ROAD, 58.67 METERS (192.5 FT) EAST OF
 OL0371'THE CENTERLINE OF GRAND HAVEN ROAD, 7.62 METERS (25.0 FT) NORTH OF THE
 OL0371'CENTERLINE OF AIRPORT ROAD, 21.03 METERS (69.0 FT) NORTHEAST AND
 OL0371'ACROSS AIRPORT ROAD FROM A POWERLINE POLE WITH THREE TRANSFORMERS
 OL0371'ATTACHED, 16.39 METERS (53.8 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 OL0371'ALSTROM TWO DOOR BRICK GARAGE AND SHOP, 20.72 METERS (68.0 FT)
 OL0371'WEST-SOUTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY LEADING NORTH
 OL0371'THROUGH A CHAIN LINK FENCE, AND 0.54 METERS (1.8 FT) SOUTH OF A
 OL0371'POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0371'THE MARK IS 0.42 METERS  E FROM A WITNESS POST.
 OL0371'THE MARK IS ABOVE LEVEL WITH AIRPORT ROAD.
 OL0371
 OL0371                          STATION RECOVERY (1994)
 OL0371
 OL0371'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0270 ***********************************************************************
 PM0270  DESIGNATION -  E 318
 PM0270  PID         -  PM0270
 PM0270  STATE/COUNTY-  MI/MANISTEE
 PM0270  USGS QUAD   -  
 PM0270
 PM0270                         *CURRENT SURVEY CONTROL
 PM0270  ___________________________________________________________________
 PM0270* NAD 83(1986)-  44 14 28.     (N)    086 19 02.     (W)     SCALED    
 PM0270* NAVD 88     -       196.212  (meters)     643.74   (feet)  ADJUSTED  
 PM0270  ___________________________________________________________________
 PM0270  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PM0270  DYNAMIC HT  -         196.187 (meters)     643.66  (feet)  COMP
 PM0270  MODELED GRAV-     980,485.3   (mgal)                       NAVD 88
 PM0270  OBS GRAVITY -     980,484.9   (mgal)                       GRAV_OBS
 PM0270
 PM0270  VERT ORDER  -  FIRST     CLASS II
 PM0270
 PM0270.The horizontal coordinates were scaled from a topographic map and have
 PM0270.an estimated accuracy of +/- 6 seconds.
 PM0270
 PM0270.The orthometric height was determined by differential leveling
 PM0270.and adjusted by the National Geodetic Survey in June 1991..
 PM0270
 PM0270.The geoid height was determined by GEOID03.
 PM0270
 PM0270.The dynamic height is computed by dividing the NAVD 88
 PM0270.geopotential number by the normal gravity value computed on the
 PM0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0270.degrees latitude (g = 980.6199 gals.).
 PM0270
 PM0270.The modeled gravity was interpolated from observed gravity values.
 PM0270.The observed gravity was obtained from relative gravimeter ties
 PM0270.to the IGSN71 gravity network.
 PM0270
 PM0270;                    North         East    Units  Estimated Accuracy
 PM0270;SPC MI C     -   104,600.    5,844,210.      MT  (+/- 180 meters Scaled)
 PM0270
 PM0270                          SUPERSEDED SURVEY CONTROL
 PM0270
 PM0270.No superseded survey control is available for this station.
 PM0270
 PM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP545988(NAD 83)
 PM0270_MARKER: I = METAL ROD
 PM0270_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0270_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PM0270_STAMPING: E 318 1984
 PM0270_MARK LOGO: NGS   
 PM0270_PROJECTION: FLUSH
 PM0270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0270+STABILITY: POSITION/ELEVATION WELL
 PM0270_ROD/PIPE-DEPTH: 13.4 meters
 PM0270_SLEEVE-DEPTH  : 3.0 meters
 PM0270
 PM0270  HISTORY     - Date     Condition        Report By
 PM0270  HISTORY     - 1984     MONUMENTED       NGS
 PM0270  HISTORY     - 1990     GOOD             USPSQD
 PM0270  HISTORY     - 20010331 GOOD             NGS
 PM0270  HISTORY     - 20011013 GOOD             USPSQD
 PM0270  HISTORY     - 20031209 GOOD             USPSQD
 PM0270
 PM0270                          STATION DESCRIPTION
 PM0270
 PM0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0270'IN MANISTEE.
 PM0270'IN MANISTEE, NEAR THE JUNCTION OF MAGIL AND CYPRESS STREETS (U.S.
 PM0270'HIGHWAY 31), NEAR THE NORTHWEST CORNER AND IN THE LAWN OF THE GOOD
 PM0270'SHEPHARD LUTHERN CHURCH, AT THE OLD PORTION, 10.3 METERS (33.7 FT)
 PM0270'EAST OF THE EAST CURB OF U.S. HIGHWAY 31 (CYPRESS STREET), 5.2 METERS
 PM0270'(16.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A STONE CHURCH
 PM0270'BILLBOARD, 4.9 METERS (16.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 PM0270'THE CHURCH, 4.1 METERS (13.6 FT) NORTH OF THE NORTH FACE OF THE
 PM0270'CHURCH, 0.79 METERS (2.6 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 PM0270'SIDEWALK, 6.3 METERS (20.6 FT) SOUTH OF THE SOUTH CURB OF AN EAST-WEST
 PM0270'STREET, AND 6.8 METERS (22.3 FT) WEST OF THE NORTHWEST CORNER OF AN
 PM0270'OFFSET AND IN LINE WITH THE NORTH FACE OF THE CHURCH.  NOTE, ROD
 PM0270'DRIVEN TO GRADUAL REFUSAL.
 PM0270'THE MARK IS 0.31 M ABOVE HIGHWAY.
 PM0270
 PM0270                          STATION RECOVERY (1990)
 PM0270
 PM0270'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0270'RECOVERED IN GOOD CONDITION.
 PM0270
 PM0270                          STATION RECOVERY (2001)
 PM0270
 PM0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0270
 PM0270                          STATION RECOVERY (2001)
 PM0270
 PM0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0270'RECOVERED IN GOOD CONDITION.
 PM0270
 PM0270                          STATION RECOVERY (2003)
 PM0270
 PM0270'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0421 ***********************************************************************
 NG0421  DESIGNATION -  E 319
 NG0421  PID         -  NG0421
 NG0421  STATE/COUNTY-  MI/ALLEGAN
 NG0421  USGS QUAD   -  HAMILTON WEST (1981)
 NG0421
 NG0421                         *CURRENT SURVEY CONTROL
 NG0421  ___________________________________________________________________
 NG0421* NAD 83(1994)-  42 40 52.69556(N)    086 06 48.67250(W)     ADJUSTED  
 NG0421* NAVD 88     -       219.463  (meters)     720.02   (feet)  ADJUSTED  
 NG0421  ___________________________________________________________________
 NG0421  X           -     318,305.312 (meters)                     COMP
 NG0421  Y           -  -4,685,363.551 (meters)                     COMP
 NG0421  Z           -   4,301,668.220 (meters)                     COMP
 NG0421  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 NG0421  ELLIP HEIGHT-         186.11  (meters)          (07/17/02) GPS OBS
 NG0421  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NG0421  DYNAMIC HT  -         219.406 (meters)     719.83  (feet)  COMP
 NG0421  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 NG0421
 NG0421  HORZ ORDER  -  FIRST
 NG0421  VERT ORDER  -  FIRST     CLASS II
 NG0421  ELLP ORDER  -  FOURTH    CLASS I
 NG0421
 NG0421.The horizontal coordinates were established by GPS observations
 NG0421.and adjusted by the National Geodetic Survey in February 1997..
 NG0421
 NG0421.The orthometric height was determined by differential leveling
 NG0421.and adjusted by the National Geodetic Survey in June 1991..
 NG0421
 NG0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0421
 NG0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0421
 NG0421.The ellipsoidal height was determined by GPS observations
 NG0421.and is referenced to NAD 83.
 NG0421
 NG0421.The geoid height was determined by GEOID03.
 NG0421
 NG0421.The dynamic height is computed by dividing the NAVD 88
 NG0421.geopotential number by the normal gravity value computed on the
 NG0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0421.degrees latitude (g = 980.6199 gals.).
 NG0421
 NG0421.The modeled gravity was interpolated from observed gravity values.
 NG0421
 NG0421;                    North         East     Units Scale Factor Converg.
 NG0421;SPC MI S     -   132,701.134 3,856,848.629   MT  0.99991317   -1 11 19.6
 NG0421;SPC MI S     -   435,371.17 12,653,702.85   iFT  0.99991317   -1 11 19.6
 NG0421;UTM  16      - 4,725,806.077   572,628.063   MT  0.99966489   +0 36 03.6
 NG0421
 NG0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0421!SPC MI S     -   0.99997081  x   0.99991317  =   0.99988399
 NG0421!UTM  16      -   0.99997081  x   0.99966489  =   0.99963571
 NG0421
 NG0421                          SUPERSEDED SURVEY CONTROL
 NG0421
 NG0421  ELLIP H (02/03/97)  186.13   (m)                       GP(       ) 4 1
 NG0421  NAD 83(1994)-  42 40 52.69644(N)    086 06 48.68371(W) AD(       ) 1
 NG0421  NAVD 88 (12/16/94)  219.46   (m)          720.0    (f) LEVELING    3  
 NG0421
 NG0421.Superseded values are not recommended for survey control.
 NG0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0421.See file dsdata.txt to determine how the superseded data were derived.
 NG0421
 NG0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7262825806(NAD 83)
 NG0421_MARKER: I = METAL ROD
 NG0421_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0421_SP_SET: STAINLESS STEEL ROD
 NG0421_STAMPING: E 319 1984
 NG0421_MARK LOGO: NGS   
 NG0421_PROJECTION: FLUSH
 NG0421_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0421+STABILITY: POSITION/ELEVATION WELL
 NG0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0421+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1993
 NG0421_ROD/PIPE-DEPTH: 11.0 meters
 NG0421
 NG0421  HISTORY     - Date     Condition        Report By
 NG0421  HISTORY     - 1984     MONUMENTED       NGS
 NG0421  HISTORY     - 1988     GOOD             USPSQD
 NG0421  HISTORY     - 19931228 GOOD             MIDT
 NG0421
 NG0421                          STATION DESCRIPTION
 NG0421
 NG0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0421'9.5 KM (5.95 MI) NORTH FROM FENNVILLE.
 NG0421'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0421'POST OFFICE IN FENNVILLE, THENCE 8.7 KM (5.45 MI) NORTH ALONG 58TH
 NG0421'STREET, 0.1 KM (0.05 MI) SOUTH OF THE INTERSECTION OF 136TH AVENUE AND
 NG0421'58TH STREET, 21.03 METERS (69.0 FT) WEST OF THE CENTERLINE OF 58TH
 NG0421'STREET, 8.10 METERS (26.6 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER
 NG0421'OF A 10 BY 14 FEET METAL TELEPHONE BUILDING, 7.77 METERS (25.5 FT)
 NG0421'NORTH OF A TELEPHONE JUNCTION BOX NUMBERED 490, 5.33 METERS (17.5 FT)
 NG0421'SOUTH OF THE CENTER OF A GRAVEL DRIVE LEADING WEST TO THE TELEPHONE
 NG0421'BUILDING, 0.76 METERS (2.5 FT) SOUTH OF A POWERLINE POLE WITH A
 NG0421'TRANSFORMER ATTACHED.  NOTE, DRIVING RATE EXCEEDED AND ROD ANCHORED.
 NG0421'THE MARK IS 1.52 M BELOW 58TH STREET.
 NG0421
 NG0421                          STATION RECOVERY (1988)
 NG0421
 NG0421'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0421'RECOVERED IN GOOD CONDITION.
 NG0421
 NG0421                          STATION RECOVERY (1993)
 NG0421
 NG0421'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0421'STATION IS LOCATED IN QUAD 420861 ON THE HAMILTON WEST QUADRANGLE MAP.
 NG0421'IT IS IN THE NORTHEAST 1/4 SECTION 6, T-3-N, R-15-W, OF MANLIUS
 NG0421'TOWNSHIP.  ABOUT 6.0 MILES NORTH FROM FENNVILLE, 5.0 MILES SOUTH FROM
 NG0421'HOLLAND, AND 5.0 MILES EAST FROM SAUGATUCK. TO REACH FROM THE POST
 NG0421'OFFICE IN FENNVILLE, GO WEST 0.5 MILE ALONG STATE HIGHWAY M-89 TO 58TH
 NG0421'STREET. GO NORTH ALONG 58TH STREET FOR 5.45 MILES TO 136TH AVENUE. IT
 NG0421'IS 0.05 MILE SOUTH OF THE INTERSECTION OF 136TH AVENUE AND 58TH STREET
 NG0421'AS DESCRIBED. STATION IS 210.0 FEET SOUTH FROM CENTER OF 136TH AVENUE,
 NG0421'69.0 FEET WES FROM CENTER OF 58TH STREET, 26.9 FEET NORTHEAST FROM
 NG0421'NORTHEAST CORNER OF GENERAL TELEPHONE ELECTRIC STATION HOUSE, 18.0
 NG0421'FEET SOUTH FROM CENTER OF GRAVEL ENTRANCE TO G.T.E. STATION HOUSE, AND
 NG0421'2.0 FEET SOUTH FROM UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0418 ***********************************************************************
 NE0418  DESIGNATION -  E 32
 NE0418  PID         -  NE0418
 NE0418  STATE/COUNTY-  MI/OAKLAND
 NE0418  USGS QUAD   -  UTICA (1983)
 NE0418
 NE0418                         *CURRENT SURVEY CONTROL
 NE0418  ___________________________________________________________________
 NE0418* NAD 83(1986)-  42 40 55.     (N)    083 06 50.     (W)     SCALED    
 NE0418* NAVD 88     -       212.723  (meters)     697.91   (feet)  ADJUSTED  
 NE0418  ___________________________________________________________________
 NE0418  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0418  DYNAMIC HT  -         212.659 (meters)     697.70  (feet)  COMP
 NE0418  MODELED GRAV-     980,317.6   (mgal)                       NAVD 88
 NE0418
 NE0418  VERT ORDER  -  FIRST     CLASS II
 NE0418
 NE0418.The horizontal coordinates were scaled from a topographic map and have
 NE0418.an estimated accuracy of +/- 6 seconds.
 NE0418
 NE0418.The orthometric height was determined by differential leveling
 NE0418.and adjusted by the National Geodetic Survey in June 1991..
 NE0418.WARNING-Repeat measurements at this control monument indicate possible
 NE0418.vertical movement.
 NE0418
 NE0418.The geoid height was determined by GEOID03.
 NE0418
 NE0418.The dynamic height is computed by dividing the NAVD 88
 NE0418.geopotential number by the normal gravity value computed on the
 NE0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0418.degrees latitude (g = 980.6199 gals.).
 NE0418
 NE0418.The modeled gravity was interpolated from observed gravity values.
 NE0418
 NE0418;                    North         East    Units  Estimated Accuracy
 NE0418;SPC MI S     -   132,050.    4,102,670.      MT  (+/- 180 meters Scaled)
 NE0418
 NE0418                          SUPERSEDED SURVEY CONTROL
 NE0418
 NE0418  NGVD 29 (??/??/92)  212.869  (m)          698.39   (f) ADJ UNCH    1 2
 NE0418
 NE0418.Superseded values are not recommended for survey control.
 NE0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0418.See file dsdata.txt to determine how the superseded data were derived.
 NE0418
 NE0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH268276(NAD 83)
 NE0418_MARKER: DB = BENCH MARK DISK
 NE0418_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0418_SP_SET: BRIDGE ABUTMENT
 NE0418_STAMPING: 698.388 E 32 1930
 NE0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0418
 NE0418  HISTORY     - Date     Condition        Report By
 NE0418  HISTORY     - 1930     MONUMENTED       CGS
 NE0418  HISTORY     - 1938     GOOD             NGS
 NE0418  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0418  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0418
 NE0418                          STATION DESCRIPTION
 NE0418
 NE0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0418'1.2 MI E FROM ROCHESTER.
 NE0418'1.2 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM ROCHESTER,
 NE0418'OAKLAND COUNTY, AT THE FIRST CONCRETE BRIDGE EAST OF THE CROSSING
 NE0418'OF THE GRAND TRUNK WESTERN RAILWAY AT ROCHESTER JUNCTION, IN THE
 NE0418'SOUTH END OF THE WEST ABUTMENT, AND ABOUT 5 FEET LOWER THAN THE RAIL.
 NE0418'A STANDARD DISK, STAMPED 698.388 E 32 1930.
 NE0418
 NE0418                          STATION RECOVERY (1994)
 NE0418
 NE0418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0418'MARK NOT FOUND.
 NE0418
 NE0418                          STATION RECOVERY (1999)
 NE0418
 NE0418'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0274 ***********************************************************************
 PM0274  DESIGNATION -  E 320
 PM0274  PID         -  PM0274
 PM0274  STATE/COUNTY-  MI/MANISTEE
 PM0274  USGS QUAD   -  
 PM0274
 PM0274                         *CURRENT SURVEY CONTROL
 PM0274  ___________________________________________________________________
 PM0274* NAD 83(1986)-  44 10 40.     (N)    086 18 20.     (W)     SCALED    
 PM0274* NAVD 88     -       201.940  (meters)     662.53   (feet)  ADJUSTED  
 PM0274  ___________________________________________________________________
 PM0274  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PM0274  DYNAMIC HT  -         201.912 (meters)     662.44  (feet)  COMP
 PM0274  MODELED GRAV-     980,474.6   (mgal)                       NAVD 88
 PM0274
 PM0274  VERT ORDER  -  FIRST     CLASS II
 PM0274
 PM0274.The horizontal coordinates were scaled from a topographic map and have
 PM0274.an estimated accuracy of +/- 6 seconds.
 PM0274
 PM0274.The orthometric height was determined by differential leveling
 PM0274.and adjusted by the National Geodetic Survey in June 1991..
 PM0274
 PM0274.The geoid height was determined by GEOID03.
 PM0274
 PM0274.The dynamic height is computed by dividing the NAVD 88
 PM0274.geopotential number by the normal gravity value computed on the
 PM0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0274.degrees latitude (g = 980.6199 gals.).
 PM0274
 PM0274.The modeled gravity was interpolated from observed gravity values.
 PM0274
 PM0274;                    North         East    Units  Estimated Accuracy
 PM0274;SPC MI C     -    97,540.    5,844,970.      MT  (+/- 180 meters Scaled)
 PM0274
 PM0274                          SUPERSEDED SURVEY CONTROL
 PM0274
 PM0274.No superseded survey control is available for this station.
 PM0274
 PM0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP555918(NAD 83)
 PM0274_MARKER: I = METAL ROD
 PM0274_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0274_SP_SET: STAINLESS STEEL ROD
 PM0274_STAMPING: E 320 1984
 PM0274_MARK LOGO: NGS   
 PM0274_PROJECTION: FLUSH
 PM0274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0274+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 PM0274_ROD/PIPE-DEPTH: 24.4 meters
 PM0274
 PM0274  HISTORY     - Date     Condition        Report By
 PM0274  HISTORY     - 1984     MONUMENTED       NGS
 PM0274  HISTORY     - 19950909 GOOD             USPSQD
 PM0274  HISTORY     - 19961002 GOOD             USPSQD
 PM0274  HISTORY     - 20010331 GOOD             NGS
 PM0274  HISTORY     - 20011128 GOOD             NGS
 PM0274  HISTORY     - 20030213 GOOD             ABCI
 PM0274  HISTORY     - 20031209 GOOD             USPSQD
 PM0274
 PM0274                          STATION DESCRIPTION
 PM0274
 PM0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0274'8.4 KM (5.2 MI) SOUTH FROM MANISTEE.
 PM0274'8.4 KM (5.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0274'IN MANISTEE, ABOUT FIFTY FEET NORTH OF THE MASON-MANISTEE COUNTY LINE,
 PM0274'SET BETWEEN TWO WITNESS POSTS, 19.2 METERS (62.9 FT) EAST OF THE
 PM0274'CENTERLINE OF THE HIGHWAY, 1.3 METERS (4.2 FT) SOUTHWEST OF A SIGN
 PM0274'(WELCOME TO FILEK TOWNSHIP), 0.43 METERS (1.4 FT) WEST OF A FENCE
 PM0274'LINE, AND 64.0 METERS (210.0 FT) NORTH OF A GRAVEL ROAD LEADING EAST
 PM0274'(DEAD END ROAD).  NOTE, ROD DRIVEN TO DRIVING RATE.
 PM0274'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 PM0274'THE MARK IS 0.31 M ABOVE HIGHWAY.
 PM0274
 PM0274                          STATION RECOVERY (1995)
 PM0274
 PM0274'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0274'RECOVERED IN GOOD CONDITION.
 PM0274
 PM0274                          STATION RECOVERY (1996)
 PM0274
 PM0274'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0274'RECOVERED IN GOOD CONDITION.
 PM0274
 PM0274                          STATION RECOVERY (2001)
 PM0274
 PM0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0274' 
 PM0274
 PM0274                          STATION RECOVERY (2001)
 PM0274
 PM0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0274'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0274
 PM0274                          STATION RECOVERY (2003)
 PM0274
 PM0274'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2003 (PGB)
 PM0274'RECOVERED IN GOOD CONDITION.
 PM0274
 PM0274                          STATION RECOVERY (2003)
 PM0274
 PM0274'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0245 ***********************************************************************
 PM0245  DESIGNATION -  E 321
 PM0245  PID         -  PM0245
 PM0245  STATE/COUNTY-  MI/MANISTEE
 PM0245  USGS QUAD   -  MILLERTON (1987)
 PM0245
 PM0245                         *CURRENT SURVEY CONTROL
 PM0245  ___________________________________________________________________
 PM0245* NAD 83(1986)-  44 22 14.     (N)    086 02 32.     (W)     SCALED    
 PM0245* NAVD 88     -       213.518  (meters)     700.52   (feet)  ADJUSTED  
 PM0245  ___________________________________________________________________
 PM0245  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 PM0245  DYNAMIC HT  -         213.492 (meters)     700.43  (feet)  COMP
 PM0245  MODELED GRAV-     980,490.3   (mgal)                       NAVD 88
 PM0245
 PM0245  VERT ORDER  -  FIRST     CLASS II
 PM0245
 PM0245.The horizontal coordinates were scaled from a topographic map and have
 PM0245.an estimated accuracy of +/- 6 seconds.
 PM0245
 PM0245.The orthometric height was determined by differential leveling
 PM0245.and adjusted by the National Geodetic Survey in June 1991..
 PM0245
 PM0245.The geoid height was determined by GEOID03.
 PM0245
 PM0245.The dynamic height is computed by dividing the NAVD 88
 PM0245.geopotential number by the normal gravity value computed on the
 PM0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0245.degrees latitude (g = 980.6199 gals.).
 PM0245
 PM0245.The modeled gravity was interpolated from observed gravity values.
 PM0245
 PM0245;                    North         East    Units  Estimated Accuracy
 PM0245;SPC MI C     -   118,490.    5,866,460.      MT  (+/- 180 meters Scaled)
 PM0245
 PM0245                          SUPERSEDED SURVEY CONTROL
 PM0245
 PM0245.No superseded survey control is available for this station.
 PM0245
 PM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ763134(NAD 83)
 PM0245_MARKER: DB = BENCH MARK DISK
 PM0245_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PM0245_SP_SET: BRIDGE ABUTMENT
 PM0245_STAMPING: E 321 1984
 PM0245_MARK LOGO: NGS   
 PM0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0245+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 PM0245
 PM0245  HISTORY     - Date     Condition        Report By
 PM0245  HISTORY     - 1984     MONUMENTED       NGS
 PM0245  HISTORY     - 19961001 GOOD             USPSQD
 PM0245  HISTORY     - 20010331 GOOD             NGS
 PM0245  HISTORY     - 20050521 GOOD             USPSQD
 PM0245
 PM0245                          STATION DESCRIPTION
 PM0245
 PM0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0245'3.1 KM (1.95 MI) SW FROM KALEVA.
 PM0245'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0245'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET AND COUNTY
 PM0245'ROAD 669, THENCE 2.6 KM (1.6 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD
 PM0245'669), SET IN THE BRIDGE ABUTMENT ON THE NORTH SIDE OF THE HIGHWAY, ONE
 PM0245'FOOT FROM THE WEST END, AND 5.8 METERS (19.0 FT) NORTH OF THE
 PM0245'CENTERLINE OF THE HIGHWAY.
 PM0245'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 PM0245'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PM0245
 PM0245                          STATION RECOVERY (1996)
 PM0245
 PM0245'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0245'RECOVERED IN GOOD CONDITION.
 PM0245
 PM0245                          STATION RECOVERY (2001)
 PM0245
 PM0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0245'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0245' 
 PM0245
 PM0245                          STATION RECOVERY (2005)
 PM0245
 PM0245'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0438 ***********************************************************************
 NG0438  DESIGNATION -  E 322
 NG0438  PID         -  NG0438
 NG0438  STATE/COUNTY-  MI/VAN BUREN
 NG0438  USGS QUAD   -  PULLMAN (1981)
 NG0438
 NG0438                         *CURRENT SURVEY CONTROL
 NG0438  ___________________________________________________________________
 NG0438* NAD 83(1986)-  42 24 15.     (N)    086 03 53.     (W)     SCALED    
 NG0438* NAVD 88     -       207.359  (meters)     680.31   (feet)  ADJUSTED  
 NG0438  ___________________________________________________________________
 NG0438  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NG0438  DYNAMIC HT  -         207.302 (meters)     680.12  (feet)  COMP
 NG0438  MODELED GRAV-     980,338.7   (mgal)                       NAVD 88
 NG0438
 NG0438  VERT ORDER  -  FIRST     CLASS II
 NG0438
 NG0438.The horizontal coordinates were scaled from a topographic map and have
 NG0438.an estimated accuracy of +/- 6 seconds.
 NG0438
 NG0438.The orthometric height was determined by differential leveling
 NG0438.and adjusted by the National Geodetic Survey in June 1991..
 NG0438
 NG0438.The geoid height was determined by GEOID03.
 NG0438
 NG0438.The dynamic height is computed by dividing the NAVD 88
 NG0438.geopotential number by the normal gravity value computed on the
 NG0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0438.degrees latitude (g = 980.6199 gals.).
 NG0438
 NG0438.The modeled gravity was interpolated from observed gravity values.
 NG0438
 NG0438;                    North         East    Units  Estimated Accuracy
 NG0438;SPC MI S     -   101,840.    3,860,230.      MT  (+/- 180 meters Scaled)
 NG0438
 NG0438                          SUPERSEDED SURVEY CONTROL
 NG0438
 NG0438  NGVD 29 (01/19/93)  207.497  (m)          680.76   (f) ADJUSTED    1 2
 NG0438
 NG0438.Superseded values are not recommended for survey control.
 NG0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0438.See file dsdata.txt to determine how the superseded data were derived.
 NG0438
 NG0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM769950(NAD 83)
 NG0438_MARKER: I = METAL ROD
 NG0438_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0438_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NG0438_STAMPING: E 322 1984
 NG0438_MARK LOGO: NGS   
 NG0438_PROJECTION: FLUSH
 NG0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0438+STABILITY: POSITION/ELEVATION WELL
 NG0438_ROD/PIPE-DEPTH: 24.4 meters
 NG0438_SLEEVE-DEPTH  : 3.0 meters
 NG0438
 NG0438  HISTORY     - Date     Condition        Report By
 NG0438  HISTORY     - 1984     MONUMENTED       NGS
 NG0438  HISTORY     - 1985     GOOD             NGS
 NG0438  HISTORY     - 20000803 GOOD             MI-159
 NG0438
 NG0438                          STATION DESCRIPTION
 NG0438
 NG0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0438'0.4 KM (0.25 MI) EAST FROM GRAND JUNCTION.
 NG0438'0.4 KM (0.25 MI) EAST ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NG0438'GRAND JUNCTION, AT SAINT CYRIC CHURCH LEADING SOUTH, 17.07 METERS
 NG0438'(56.0 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 388, 55.01 METERS
 NG0438'(180.5 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH,
 NG0438'6.71 METERS (22.0 FT) EAST OF THE EAST DRIVEWAY TO THE CHURCH, AND
 NG0438'18.23 METERS (59.8 FT) NORTHWEST OF A LARGE TWIN TRUNK OAK TREE.
 NG0438'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NG0438'THE MARK IS 0.4 M ABOVE COUNTY ROAD 388.
 NG0438
 NG0438                          STATION RECOVERY (1985)
 NG0438
 NG0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0438'RECOVERED IN GOOD CONDITION.
 NG0438
 NG0438                          STATION RECOVERY (2000)
 NG0438
 NG0438'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0438'NOT USEABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1222 ***********************************************************************
 NF1222  DESIGNATION -  E 323
 NF1222  PID         -  NF1222
 NF1222  STATE/COUNTY-  MI/VAN BUREN
 NF1222  USGS QUAD   -  GOBLES WEST (1981)
 NF1222
 NF1222                         *CURRENT SURVEY CONTROL
 NF1222  ___________________________________________________________________
 NF1222* NAD 83(1986)-  42 21 39.     (N)    085 54 17.     (W)     SCALED    
 NF1222* NAVD 88     -       233.157  (meters)     764.95   (feet)  ADJUSTED  
 NF1222  ___________________________________________________________________
 NF1222  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF1222  DYNAMIC HT  -         233.092 (meters)     764.74  (feet)  COMP
 NF1222  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 NF1222
 NF1222  VERT ORDER  -  FIRST     CLASS II
 NF1222
 NF1222.The horizontal coordinates were scaled from a topographic map and have
 NF1222.an estimated accuracy of +/- 6 seconds.
 NF1222
 NF1222.The orthometric height was determined by differential leveling
 NF1222.and adjusted by the National Geodetic Survey in June 1991..
 NF1222
 NF1222.The geoid height was determined by GEOID03.
 NF1222
 NF1222.The dynamic height is computed by dividing the NAVD 88
 NF1222.geopotential number by the normal gravity value computed on the
 NF1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1222.degrees latitude (g = 980.6199 gals.).
 NF1222
 NF1222.The modeled gravity was interpolated from observed gravity values.
 NF1222
 NF1222;                    North         East    Units  Estimated Accuracy
 NF1222;SPC MI S     -    96,780.    3,873,310.      MT  (+/- 180 meters Scaled)
 NF1222
 NF1222                          SUPERSEDED SURVEY CONTROL
 NF1222
 NF1222  NGVD 29 (01/19/93)  233.292  (m)          765.39   (f) ADJUSTED    1 2
 NF1222
 NF1222.Superseded values are not recommended for survey control.
 NF1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1222.See file dsdata.txt to determine how the superseded data were derived.
 NF1222
 NF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM901904(NAD 83)
 NF1222_MARKER: I = METAL ROD
 NF1222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1222_SP_SET: STAINLESS STEEL ROD
 NF1222_STAMPING: E 323 1984
 NF1222_MARK LOGO: NGS   
 NF1222_PROJECTION: FLUSH
 NF1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1222_ROD/PIPE-DEPTH: 9.8  meters
 NF1222
 NF1222  HISTORY     - Date     Condition        Report By
 NF1222  HISTORY     - 1984     MONUMENTED       NGS
 NF1222  HISTORY     - 20000803 GOOD             MI-159
 NF1222
 NF1222                          STATION DESCRIPTION
 NF1222
 NF1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1222'2.1 KM (1.3 MI) WEST FROM GOBLES.
 NF1222'2.1 KM (1.3 MI) WESTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1222'STATE HIGHWAY 40 IN GOBLES, OR 6.0 KM (3.75 MI) EASTERLY ALONG COUNTY
 NF1222'ROAD 388 FROM THE JUNCTION OF COUNTY ROAD 665 IN BLOOMINGDALE, 44.2 M
 NF1222'(145.0 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO 36606
 NF1222'COUNTY ROAD 388, 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 NF1222'0.7 M (2.3 FT) WEST-SOUTHWEST OF A WITNESS POST, AND 0.6 M (2.0 FT)
 NF1222'WEST OF UTILITY POLE NUMBER V2333447.  NOTE--ACCESS TO DATUM POINT IS
 NF1222'HAD THROUGH A 5-INCH LOGO CAP.
 NF1222'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF1222'THE MARK IS 0.2 M BELOW THE ROAD.
 NF1222
 NF1222                          STATION RECOVERY (2000)
 NF1222
 NF1222'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1222'1.3 MILES WEST OF GOBLES ON CR 388. OK FOR GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0612 ***********************************************************************
 RM0612  DESIGNATION -  E 324
 RM0612  PID         -  RM0612
 RM0612  STATE/COUNTY-  MI/GOGEBIC
 RM0612  USGS QUAD   -  BESSEMER (1975)
 RM0612
 RM0612                         *CURRENT SURVEY CONTROL
 RM0612  ___________________________________________________________________
 RM0612* NAD 83(1994)-  46 28 49.62667(N)    090 01 53.71974(W)     ADJUSTED  
 RM0612* NAVD 88     -       438.981  (meters)    1440.22   (feet)  ADJUSTED  
 RM0612  ___________________________________________________________________
 RM0612  X           -      -2,425.863 (meters)                     COMP
 RM0612  Y           -  -4,400,028.891 (meters)                     COMP
 RM0612  Z           -   4,602,480.221 (meters)                     COMP
 RM0612  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 RM0612  ELLIP HEIGHT-         408.03  (meters)          (07/17/02) GPS OBS
 RM0612  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0612  DYNAMIC HT  -         438.999 (meters)    1440.28  (feet)  COMP
 RM0612  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 RM0612
 RM0612  HORZ ORDER  -  FIRST
 RM0612  VERT ORDER  -  FIRST     CLASS II
 RM0612  ELLP ORDER  -  FOURTH    CLASS I
 RM0612
 RM0612.The horizontal coordinates were established by GPS observations
 RM0612.and adjusted by the National Geodetic Survey in February 1997..
 RM0612
 RM0612.The orthometric height was determined by differential leveling
 RM0612.and adjusted by the National Geodetic Survey in June 1991..
 RM0612
 RM0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RM0612
 RM0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0612
 RM0612.The ellipsoidal height was determined by GPS observations
 RM0612.and is referenced to NAD 83.
 RM0612
 RM0612.The geoid height was determined by GEOID03.
 RM0612
 RM0612.The dynamic height is computed by dividing the NAVD 88
 RM0612.geopotential number by the normal gravity value computed on the
 RM0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0612.degrees latitude (g = 980.6199 gals.).
 RM0612
 RM0612.The modeled gravity was interpolated from observed gravity values.
 RM0612
 RM0612;                    North         East     Units Scale Factor Converg.
 RM0612;SPC MI N     -   193,075.934 7,767,282.004   MT  0.99990862   -2 11 28.3
 RM0612;SPC MI N     -   633,451.23 25,483,208.67   iFT  0.99990862   -2 11 28.3
 RM0612;UTM  15      - 5,151,713.067   727,848.258   MT  1.00023818   +2 09 12.4
 RM0612;UTM  16      - 5,151,897.350   267,302.604   MT  1.00026564   -2 11 57.5
 RM0612
 RM0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0612!SPC MI N     -   0.99993604  x   0.99990862  =   0.99984467
 RM0612!UTM  15      -   0.99993604  x   1.00023818  =   1.00017421
 RM0612!UTM  16      -   0.99993604  x   1.00026564  =   1.00020166
 RM0612
 RM0612                          SUPERSEDED SURVEY CONTROL
 RM0612
 RM0612  ELLIP H (03/16/99)  407.60   (m)                       GP(       ) 4 1
 RM0612  ELLIP H (02/03/97)  408.07   (m)                       GP(       ) 4 1
 RM0612  NAD 83(1994)-  46 28 49.62575(N)    090 01 53.71953(W) AD(       ) 1
 RM0612  NAD 83(1986)-  46 28 49.61720(N)    090 01 53.70024(W) AD(       ) 1
 RM0612  NAD 83(1986)-  46 28 49.61931(N)    090 01 53.70612(W) AD(       ) 3
 RM0612  NAVD 88 (09/30/91)  438.98   (m)         1440.2    (f) LEVELING    3  
 RM0612  NGVD 29 (03/27/91)  438.98   (m)         1440.2    (f) LEVELING    3  
 RM0612
 RM0612.Superseded values are not recommended for survey control.
 RM0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0612.See file dsdata.txt to determine how the superseded data were derived.
 RM0612
 RM0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2784851713(NAD 83)
 RM0612_MARKER: DV = VERTICAL CONTROL DISK
 RM0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RM0612_SP_SET: STAINLESS STEEL ROD
 RM0612_STAMPING: E 324 1985
 RM0612_MARK LOGO: NGS   
 RM0612_PROJECTION: FLUSH
 RM0612_MAGNETIC: I = MARKER IS A STEEL ROD
 RM0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0612+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2004
 RM0612_ROD/PIPE-DEPTH: 4.1  meters
 RM0612
 RM0612  HISTORY     - Date     Condition        Report By
 RM0612  HISTORY     - 1985     MONUMENTED       NGS
 RM0612  HISTORY     - 1989     GOOD             USPSQD
 RM0612  HISTORY     - 19890805 GOOD             NGS
 RM0612  HISTORY     - 19970630 GOOD             MIDT
 RM0612  HISTORY     - 20010112 GOOD             TETR
 RM0612  HISTORY     - 20030822 GOOD             USPSQD
 RM0612  HISTORY     - 20040801 GOOD             USPSQD
 RM0612
 RM0612                          STATION DESCRIPTION
 RM0612
 RM0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RM0612'1.6 KM (1.0 MI) EAST FROM BESSEMER.
 RM0612'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RM0612'1.6 KM (1.0 MI) EASTERLY ALONG U.S. HIGHWAY 2 FROM THE JOHNSTON HIGH
 RM0612'SCHOOL IN BESSEMER, 61.7 M (202.4 FT) EAST OF THE CENTER OF AN
 RM0612'ENTRANCE TO THE TRAVELERS MOTEL, 19.3 M (63.3 FT) NORTH OF THE
 RM0612'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 7.1 M (23.3 FT)
 RM0612'WEST OF THE CENTER OF CEDAR STREET, AND 0.7 M (2.3 FT) SOUTH OF A
 RM0612'UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 RM0612'THROUGH A 5-INCH LOGO CAP.
 RM0612'THE MARK IS 0.7 METERS  S FROM  A WITNESS POST
 RM0612
 RM0612                          STATION RECOVERY (1989)
 RM0612
 RM0612'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0612'RECOVERED IN GOOD CONDITION.
 RM0612
 RM0612                          STATION RECOVERY (1989)
 RM0612
 RM0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RM0612'THE STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) WEST OF WAKEFIELD AND
 RM0612'1.6 KM (1.00 MI) EAST OF BESSEMER.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 RM0612'TRANSPORTATION.
 RM0612'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND MOORE
 RM0612'STREET AT THE STOPLIGHT IN THE CENTER OF BESSEMER, GO EAST ON HIGHWAY
 RM0612'2 FOR 1.61 KM (1.00 MI) TO NORTH CEDAR AVENUE AND THE STATION ON THE
 RM0612'LEFT, AT THE SOUTHEAST CORNER OF THE LAWN OF THE TRAVELERS MOTEL.
 RM0612'THE STATION IS A PUNCH MARK IN THE TOP OF 3/8 INCH STAINLESS STEEL
 RM0612'ROD, ACCESS IS THROUGH A 5 INCH LOGO CAP.  LOCATED 19.1 M (62.7 FT)
 RM0612'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF HIGHWAY 2, 7.0 M
 RM0612'(23.0 FT) WEST OF THE CENTER OF NORTH CEDAR AVENUE AND 0.65 M
 RM0612'(2.1 FT) SOUTH-SOUTHWEST OF UTILITY POLE NUMBER B-10-4-91/44 AND A
 RM0612'CARSONITE WITNESS POST.
 RM0612'DESCRIBED BY E.J. HANSMANN.
 RM0612
 RM0612                          STATION RECOVERY (1997)
 RM0612
 RM0612'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RM0612'RECOVERED AS DESCRIBED.
 RM0612
 RM0612                          STATION RECOVERY (2001)
 RM0612
 RM0612'RECOVERY NOTE BY TETRA TECH MPS 2001 (SMV)
 RM0612'RECOVERED IN GOOD CONDITION.
 RM0612
 RM0612                          STATION RECOVERY (2003)
 RM0612
 RM0612'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0612'RECOVERED IN GOOD CONDITION.  NOTE-- THE UTILITY POLE HAS 1 GUY WIRE
 RM0612'AND A STOP SIGN ATTACHED
 RM0612
 RM0612                          STATION RECOVERY (2004)
 RM0612
 RM0612'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1484 ***********************************************************************
 RL1484  DESIGNATION -  E 325
 RL1484  PID         -  RL1484
 RL1484  STATE/COUNTY-  MI/BARAGA
 RL1484  USGS QUAD   -  
 RL1484
 RL1484                         *CURRENT SURVEY CONTROL
 RL1484  ___________________________________________________________________
 RL1484* NAD 83(1986)-  46 29 24.     (N)    088 51 25.     (W)     SCALED    
 RL1484* NAVD 88     -       377.616  (meters)    1238.90   (feet)  ADJUSTED  
 RL1484  ___________________________________________________________________
 RL1484  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 RL1484  DYNAMIC HT  -         377.628 (meters)    1238.93  (feet)  COMP
 RL1484  MODELED GRAV-     980,635.5   (mgal)                       NAVD 88
 RL1484
 RL1484  VERT ORDER  -  FIRST     CLASS II
 RL1484
 RL1484.The horizontal coordinates were scaled from a topographic map and have
 RL1484.an estimated accuracy of +/- 6 seconds.
 RL1484
 RL1484.The orthometric height was determined by differential leveling
 RL1484.and adjusted by the National Geodetic Survey in June 1991..
 RL1484
 RL1484.The geoid height was determined by GEOID03.
 RL1484
 RL1484.The dynamic height is computed by dividing the NAVD 88
 RL1484.geopotential number by the normal gravity value computed on the
 RL1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1484.degrees latitude (g = 980.6199 gals.).
 RL1484
 RL1484.The modeled gravity was interpolated from observed gravity values.
 RL1484
 RL1484;                    North         East    Units  Estimated Accuracy
 RL1484;SPC MI N     -   191,360.    7,857,460.      MT  (+/- 180 meters Scaled)
 RL1484
 RL1484                          SUPERSEDED SURVEY CONTROL
 RL1484
 RL1484.No superseded survey control is available for this station.
 RL1484
 RL1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS574501(NAD 83)
 RL1484_MARKER: I = METAL ROD
 RL1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1484_SP_SET: STAINLESS STEEL ROD
 RL1484_STAMPING: E 325 1985
 RL1484_MARK LOGO: NGS   
 RL1484_PROJECTION: FLUSH
 RL1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1484_ROD/PIPE-DEPTH: 12.8 meters
 RL1484
 RL1484  HISTORY     - Date     Condition        Report By
 RL1484  HISTORY     - 1985     MONUMENTED       NGS
 RL1484  HISTORY     - 1989     GOOD             USPSQD
 RL1484
 RL1484                          STATION DESCRIPTION
 RL1484
 RL1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1484'26.2 KM (16.3 MI) WEST FROM COVINGTON.
 RL1484'26.2 KM (16.3 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1484'WITH U.S. HIGHWAY 141 IN COVINGTON, 98.6 M (323.5 FT) WEST OF THE
 RL1484'CENTER OF A GRAVELED ROAD LEADING SOUTHEAST, 14.5 M (47.6 FT) SOUTH OF
 RL1484'THE CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT) SOUTH OF UTILITY
 RL1484'POLE NUMBER 76-2358.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 RL1484'5-INCH LOGO CAP.
 RL1484'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1484'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RL1484
 RL1484                          STATION RECOVERY (1989)
 RL1484
 RL1484'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0441 ***********************************************************************
 NG0441  DESIGNATION -  E 326
 NG0441  PID         -  NG0441
 NG0441  STATE/COUNTY-  MI/BERRIEN
 NG0441  USGS QUAD   -  STEVENSVILLE (1970)
 NG0441
 NG0441                         *CURRENT SURVEY CONTROL
 NG0441  ___________________________________________________________________
 NG0441* NAD 83(1986)-  42 00 37.     (N)    086 31 57.     (W)     SCALED    
 NG0441* NAVD 88     -       189.587  (meters)     622.00   (feet)  ADJUSTED  
 NG0441  ___________________________________________________________________
 NG0441  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NG0441  DYNAMIC HT  -         189.523 (meters)     621.79  (feet)  COMP
 NG0441  MODELED GRAV-     980,278.0   (mgal)                       NAVD 88
 NG0441
 NG0441  VERT ORDER  -  FIRST     CLASS II
 NG0441
 NG0441.The horizontal coordinates were scaled from a topographic map and have
 NG0441.an estimated accuracy of +/- 6 seconds.
 NG0441
 NG0441.The orthometric height was determined by differential leveling
 NG0441.and adjusted by the National Geodetic Survey in June 1991..
 NG0441
 NG0441.The geoid height was determined by GEOID03.
 NG0441
 NG0441.The dynamic height is computed by dividing the NAVD 88
 NG0441.geopotential number by the normal gravity value computed on the
 NG0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0441.degrees latitude (g = 980.6199 gals.).
 NG0441
 NG0441.The modeled gravity was interpolated from observed gravity values.
 NG0441
 NG0441;                    North         East    Units  Estimated Accuracy
 NG0441;SPC MI S     -    58,990.    3,820,600.      MT  (+/- 180 meters Scaled)
 NG0441
 NG0441                          SUPERSEDED SURVEY CONTROL
 NG0441
 NG0441  NGVD 29 (01/19/93)  189.724  (m)          622.45   (f) ADJUSTED    1 2
 NG0441
 NG0441.Superseded values are not recommended for survey control.
 NG0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0441.See file dsdata.txt to determine how the superseded data were derived.
 NG0441
 NG0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM387510(NAD 83)
 NG0441_MARKER: DB = BENCH MARK DISK
 NG0441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NG0441_SP_SET: BRIDGE ABUTMENT
 NG0441_STAMPING: E 326 1985
 NG0441_MARK LOGO: NGS   
 NG0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0441+STABILITY: POSITION/ELEVATION WELL
 NG0441
 NG0441  HISTORY     - Date     Condition        Report By
 NG0441  HISTORY     - 1985     MONUMENTED       NGS
 NG0441  HISTORY     - 19941119 GOOD             USPSQD
 NG0441
 NG0441                          STATION DESCRIPTION
 NG0441
 NG0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0441'12.6 KM (7.8 MI) SW FROM ST JOSEPH.
 NG0441'9.5 KM (5.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0441'THE POST OFFICE IN ST JOSEPH, THENCE 3.1 KM (1.95 MI) SOUTHWESTERLY
 NG0441'ALONG INTERSTATE HIGHWAY 94, IN TOP OF AND 3.8 M (12.5 FT) NORTH OF
 NG0441'THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF A PAVED ROAD OVERPASS
 NG0441'OF THE HIGHWAY (EXIT 22), 22.0 M (72.2 FT) EAST OF THE CENTER OF THE
 NG0441'NORTHEAST BOUND LANES OF THE HIGHWAY, AND 5.2 M (17.1 FT) SOUTH OF THE
 NG0441'CENTER OF THE ROAD.
 NG0441'THE MARK IS 1.3 M BELOW THE ROAD.
 NG0441
 NG0441                          STATION RECOVERY (1994)
 NG0441
 NG0441'RECOVERY NOTE BY US POWER SQUADRON 1994
 NG0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1203 ***********************************************************************
 NF1203  DESIGNATION -  E 327
 NF1203  PID         -  NF1203
 NF1203  STATE/COUNTY-  MI/KALAMAZOO
 NF1203  USGS QUAD   -  AUGUSTA (1985)
 NF1203
 NF1203                         *CURRENT SURVEY CONTROL
 NF1203  ___________________________________________________________________
 NF1203* NAD 83(1986)-  42 20 03.     (N)    085 20 18.     (W)     SCALED    
 NF1203* NAVD 88     -       245.575  (meters)     805.69   (feet)  ADJUSTED  
 NF1203  ___________________________________________________________________
 NF1203  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF1203  DYNAMIC HT  -         245.499 (meters)     805.44  (feet)  COMP
 NF1203  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 NF1203
 NF1203  VERT ORDER  -  FIRST     CLASS II
 NF1203
 NF1203.The horizontal coordinates were scaled from a topographic map and have
 NF1203.an estimated accuracy of +/- 6 seconds.
 NF1203
 NF1203.The orthometric height was determined by differential leveling
 NF1203.and adjusted by the National Geodetic Survey in June 1991..
 NF1203
 NF1203.The geoid height was determined by GEOID03.
 NF1203
 NF1203.The dynamic height is computed by dividing the NAVD 88
 NF1203.geopotential number by the normal gravity value computed on the
 NF1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1203.degrees latitude (g = 980.6199 gals.).
 NF1203
 NF1203.The modeled gravity was interpolated from observed gravity values.
 NF1203
 NF1203;                    North         East    Units  Estimated Accuracy
 NF1203;SPC MI S     -    93,120.    3,919,930.      MT  (+/- 180 meters Scaled)
 NF1203
 NF1203                          SUPERSEDED SURVEY CONTROL
 NF1203
 NF1203  NGVD 29 (01/19/93)  245.706  (m)          806.12   (f) ADJUSTED    1 2
 NF1203
 NF1203.Superseded values are not recommended for survey control.
 NF1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1203.See file dsdata.txt to determine how the superseded data were derived.
 NF1203
 NF1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM368882(NAD 83)
 NF1203_MARKER: I = METAL ROD
 NF1203_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1203_SP_SET: STAINLESS STEEL ROD
 NF1203_STAMPING: E 327 1985
 NF1203_MARK LOGO: NGS   
 NF1203_PROJECTION: RECESSED 2 CENTIMETERS
 NF1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1203+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF1203_ROD/PIPE-DEPTH: 13.4 meters
 NF1203
 NF1203  HISTORY     - Date     Condition        Report By
 NF1203  HISTORY     - 1985     MONUMENTED       NGS
 NF1203  HISTORY     - 20030419 GOOD             USPSQD
 NF1203
 NF1203                          STATION DESCRIPTION
 NF1203
 NF1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1203'14.9 KM (9.25 MI) WEST FROM BATTLE CREEK.
 NF1203'0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE FROM THE CITY HALL IN BATTLE
 NF1203'CREEK, THENCE 14.3 KM (8.9 MI) WESTERLY ALONG DICKMAN ROAD, 0.6 KM
 NF1203'(0.35 MI) WEST OF A BRIDGE SPANNING THE KALAMAZOO RIVER, 31.1 M (102.0
 NF1203'FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE ROAD, 22.5
 NF1203'M (73.8 FT) EAST OF THE CENTER OF A PAVED ROAD LEADING SOUTH TO THE
 NF1203'FORT CUSTER RECREATION AREA, 14.4 M (47.2 FT) SOUTHEAST OF THE EAST
 NF1203'END OF AN 18-INCH CULVERT, AND 0.4 M (1.3 FT) NORTH OF THE EAST CORNER
 NF1203'OF A 5 X 17 FOOT PLANTER BOX WITH A FORT CARSON RECREATION SIGN.
 NF1203'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1203
 NF1203                          STATION RECOVERY (2003)
 NF1203
 NF1203'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1463 ***********************************************************************
 RL1463  DESIGNATION -  E 328
 RL1463  PID         -  RL1463
 RL1463  STATE/COUNTY-  MI/BARAGA
 RL1463  USGS QUAD   -  THREE LAKES (1975)
 RL1463
 RL1463                         *CURRENT SURVEY CONTROL
 RL1463  ___________________________________________________________________
 RL1463* NAD 83(1986)-  46 32 52.     (N)    088 10 33.     (W)     SCALED    
 RL1463* NAVD 88     -       504.182  (meters)    1654.14   (feet)  ADJUSTED  
 RL1463  ___________________________________________________________________
 RL1463  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 RL1463  DYNAMIC HT  -         504.202 (meters)    1654.20  (feet)  COMP
 RL1463  MODELED GRAV-     980,637.0   (mgal)                       NAVD 88
 RL1463
 RL1463  VERT ORDER  -  FIRST     CLASS II
 RL1463
 RL1463.The horizontal coordinates were scaled from a topographic map and have
 RL1463.an estimated accuracy of +/- 6 seconds.
 RL1463
 RL1463.The orthometric height was determined by differential leveling
 RL1463.and adjusted by the National Geodetic Survey in June 1991..
 RL1463
 RL1463.The geoid height was determined by GEOID03.
 RL1463
 RL1463.The dynamic height is computed by dividing the NAVD 88
 RL1463.geopotential number by the normal gravity value computed on the
 RL1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1463.degrees latitude (g = 980.6199 gals.).
 RL1463
 RL1463.The modeled gravity was interpolated from observed gravity values.
 RL1463
 RL1463;                    North         East    Units  Estimated Accuracy
 RL1463;SPC MI N     -   196,780.    7,909,830.      MT  (+/- 180 meters Scaled)
 RL1463
 RL1463                          SUPERSEDED SURVEY CONTROL
 RL1463
 RL1463.No superseded survey control is available for this station.
 RL1463
 RL1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS098555(NAD 83)
 RL1463_MARKER: DB = BENCH MARK DISK
 RL1463_SETTING: 66 = SET IN ROCK OUTCROP
 RL1463_SP_SET: ROCK OUTCROP
 RL1463_STAMPING: E 328 1985
 RL1463_MARK LOGO: NGS   
 RL1463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1463+STABILITY: POSITION/ELEVATION WELL
 RL1463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1463+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1463
 RL1463  HISTORY     - Date     Condition        Report By
 RL1463  HISTORY     - 1985     MONUMENTED       NGS
 RL1463  HISTORY     - 19990920 GOOD             USPSQD
 RL1463  HISTORY     - 20000710 GOOD             MIDT
 RL1463
 RL1463                          STATION DESCRIPTION
 RL1463
 RL1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1463'17.4 KM (10.8 MI) WEST FROM CHAMPION.
 RL1463'17.4 KM (10.8 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1463'IN CHAMPION, IN THE WESTERN 1/3 OF A 30 BY 300 FOOT EXPOSED AREA OF
 RL1463'BEDROCK IN A HIGHWAY CUT, 16.6 M (54.5 FT) SOUTHEAST OF THE NORTHWEST
 RL1463'END OF THE CUT, AND 9.1 M (29.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 RL1463'HIGHWAY.
 RL1463'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 RL1463'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RL1463
 RL1463                          STATION RECOVERY (1999)
 RL1463
 RL1463'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1463'RECOVERED IN GOOD CONDITION.
 RL1463
 RL1463                          STATION RECOVERY (2000)
 RL1463
 RL1463'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE9966 ***********************************************************************
 AE9966  DESIGNATION -  E 329 RESET
 AE9966  PID         -  AE9966
 AE9966  STATE/COUNTY-  MI/MARQUETTE
 AE9966  USGS QUAD   -  NEGAUNEE (1975)
 AE9966
 AE9966                         *CURRENT SURVEY CONTROL
 AE9966  ___________________________________________________________________
 AE9966* NAD 83(1986)-  46 30 43.     (N)    087 36 06.     (W)     SCALED    
 AE9966* NAVD 88     -       429.88   (meters)    1410.4    (feet)  RESET     
 AE9966  ___________________________________________________________________
 AE9966  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AE9966
 AE9966  VERT ORDER  -  THIRD
 AE9966
 AE9966.The horizontal coordinates were scaled from a topographic map and have
 AE9966.an estimated accuracy of +/- 6 seconds.
 AE9966
 AE9966.The orthometric height was computed from unverified reset data.
 AE9966
 AE9966.The geoid height was determined by GEOID03.
 AE9966
 AE9966;                    North         East    Units  Estimated Accuracy
 AE9966;SPC MI N     -   192,300.    7,953,830.      MT  (+/- 180 meters Scaled)
 AE9966
 AE9966                          SUPERSEDED SURVEY CONTROL
 AE9966
 AE9966.No superseded survey control is available for this station.
 AE9966
 AE9966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS538511(NAD 83)
 AE9966_MARKER: DV = VERTICAL CONTROL DISK
 AE9966_SETTING: 66 = SET IN ROCK OUTCROP
 AE9966_STAMPING: E 329 RESET 1998
 AE9966_MARK LOGO: NGS   
 AE9966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE9966_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE9966+STABILITY: POSITION/ELEVATION WELL
 AE9966
 AE9966  HISTORY     - Date     Condition        Report By
 AE9966  HISTORY     - 1998     MONUMENTED       MIDT
 AE9966  HISTORY     - 20011011 GOOD             USPSQD
 AE9966  HISTORY     - 20041009 GOOD             USPSQD
 AE9966  HISTORY     - 20060718 GOOD             USPSQD
 AE9966
 AE9966                          STATION DESCRIPTION
 AE9966
 AE9966'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 AE9966'STATION IS LOCATED AT NEGAUNEE, ALONG US HIGHWAY 41 AND STATE HIGHWAY
 AE9966'M-28, IN THE SOUTHWEST SIDE OF A LARGE PROMINENT ROCK OUTCROP
 AE9966'SOUTHEAST OF THE HIGHWAY.  IT IS ABOUT 0.17 KM (0.10 MI) SOUTHWEST OF
 AE9966'THE JUNCTION WITH COUNTY ROAD 492 (MAAS ST) AND A TRAFFIC SIGNAL, 16.3
 AE9966'M (53.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHEAST DRIVE
 AE9966'ENTRANCE TO THE FERRELL GAS OFFICE/STORE AND BULK PLANT, 10.6 M (34.8
 AE9966'FT) SOUTHEAST OF THE BACK OF CURB, 5.2 M (17.1 FT) NORTH OF A POWER
 AE9966'POLE, 1.4 M (4.6 FT) SOUTHEAST OF A CALCITE VEIN AT THE NORTHWEST
 AE9966'CORNER OF THE ROCK OUTCROP, 0.55 M (1.80 FT) NORTHEAST OF A CARSONITE
 AE9966'WITNESS POST, AND 0.3 M (1.0 FT) EAST OF THE NORTHWEST CORNER OF THE
 AE9966'LOWEST LEDGE ON THE SOUTHWEST SIDE.  A STANDARD VERTICAL CONTROL DISK
 AE9966'SET IN A DRILL HOLE ABOUT 1.1 M (3.6 FT) ABOVE LEVEL WITH THE HIGHWAY.
 AE9966'DESCRIBED BY MIKE RAFFAELLI, SURVEY TECH - MIDT.
 AE9966
 AE9966                          STATION RECOVERY (2001)
 AE9966
 AE9966'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AE9966'RECOVERED IN GOOD CONDITION.
 AE9966
 AE9966                          STATION RECOVERY (2004)
 AE9966
 AE9966'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AE9966'RECOVERED IN GOOD CONDITION.
 AE9966
 AE9966                          STATION RECOVERY (2006)
 AE9966
 AE9966'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AE9966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2173 ***********************************************************************
 ME2173  DESIGNATION -  E 330
 ME2173  PID         -  ME2173
 ME2173  STATE/COUNTY-  MI/BERRIEN
 ME2173  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2173
 ME2173                         *CURRENT SURVEY CONTROL
 ME2173  ___________________________________________________________________
 ME2173* NAD 83(1994)-  41 47 55.52053(N)    086 42 22.61372(W)     ADJUSTED  
 ME2173* NAVD 88     -       203.437  (meters)     667.44   (feet)  ADJUSTED  
 ME2173  ___________________________________________________________________
 ME2173  X           -     273,601.719 (meters)                     COMP
 ME2173  Y           -  -4,754,186.539 (meters)                     COMP
 ME2173  Z           -   4,229,079.474 (meters)                     COMP
 ME2173  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 ME2173  ELLIP HEIGHT-         169.53  (meters)          (07/12/02) GPS OBS
 ME2173  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME2173  DYNAMIC HT  -         203.362 (meters)     667.20  (feet)  COMP
 ME2173  MODELED GRAV-     980,250.1   (mgal)                       NAVD 88
 ME2173  OBS GRAVITY -     980,253.0   (mgal)                       GRAV_OBS
 ME2173
 ME2173  HORZ ORDER  -  B
 ME2173  VERT ORDER  -  FIRST     CLASS II
 ME2173  ELLP ORDER  -  FOURTH    CLASS II
 ME2173
 ME2173.The horizontal coordinates were established by GPS observations
 ME2173.and adjusted by the National Geodetic Survey in September 1995..
 ME2173
 ME2173.The orthometric height was determined by differential leveling
 ME2173.and adjusted by the National Geodetic Survey in June 1991..
 ME2173
 ME2173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 ME2173
 ME2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 ME2173
 ME2173.The ellipsoidal height was determined by GPS observations
 ME2173.and is referenced to NAD 83.
 ME2173
 ME2173.The geoid height was determined by GEOID03.
 ME2173
 ME2173.The dynamic height is computed by dividing the NAVD 88
 ME2173.geopotential number by the normal gravity value computed on the
 ME2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2173.degrees latitude (g = 980.6199 gals.).
 ME2173
 ME2173.The modeled gravity was interpolated from observed gravity values.
 ME2173.The observed gravity was obtained from relative gravimeter ties
 ME2173.to the IGSN71 gravity network.
 ME2173
 ME2173;                    North         East     Units Scale Factor Converg.
 ME2173;SPC MI S     -    35,888.121 3,805,560.089   MT  1.00008491   -1 35 31.8
 ME2173;SPC MI S     -   117,743.18 12,485,433.36   iFT  1.00008491   -1 35 31.8
 ME2173;UTM  16      - 4,627,474.382   524,401.565   MT  0.99960733   +0 11 44.8
 ME2173
 ME2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 ME2173!SPC MI S     -   0.99997341  x   1.00008491  =   1.00005832
 ME2173!UTM  16      -   0.99997341  x   0.99960733  =   0.99958075
 ME2173
 ME2173                          SUPERSEDED SURVEY CONTROL
 ME2173
 ME2173  ELLIP H (09/20/95)  169.55   (m)                       GP(       ) 1 2
 ME2173  NAVD 88 (09/20/95)  203.44   (m)          667.5    (f) LEVELING    3  
 ME2173  NGVD 29 (01/19/93)  203.555  (m)          667.83   (f) ADJUSTED    1 2
 ME2173
 ME2173.Superseded values are not recommended for survey control.
 ME2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2173.See file dsdata.txt to determine how the superseded data were derived.
 ME2173
 ME2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM2440227474(NAD 83)
 ME2173_MARKER: DV = VERTICAL CONTROL DISK
 ME2173_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2173_SP_SET: BRIDGE ABUTMENT
 ME2173_STAMPING: E 330 1985
 ME2173_MARK LOGO: NGS   
 ME2173_MAGNETIC: N = NO MAGNETIC MATERIAL
 ME2173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2173+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1998
 ME2173
 ME2173  HISTORY     - Date     Condition        Report By
 ME2173  HISTORY     - 1985     MONUMENTED       NGS
 ME2173  HISTORY     - 19940529 GOOD             NGS
 ME2173  HISTORY     - 19970805 GOOD             NGS
 ME2173  HISTORY     - 19980606 GOOD             USPSQD
 ME2173  HISTORY     - 19980810 GOOD             JCLS
 ME2173  HISTORY     - 20010331 GOOD             NGS
 ME2173
 ME2173                          STATION DESCRIPTION
 ME2173
 ME2173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2173'1.2 KM (0.75 MI) EAST FROM NEW BUFFALO.
 ME2173'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2173'RED ARROW HIGHWAY IN NEW BUFFALO, IN TOP OF AND 0.9 M (3.0 FT) WEST OF
 ME2173'THE EAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE INTERSTATE
 ME2173'HIGHWAY 94 OVERPASS OF THE HIGHWAY, 21.9 M (71.9 FT) SOUTHWEST OF THE
 ME2173'CENTERLINE OF THE EAST BOUND LANES OF THE U.S. HIGHWAY, AND 9.4 M
 ME2173'(30.8 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF
 ME2173'INTERSTATE HIGHWAY 94.
 ME2173'THE MARK IS 0.3 M ABOVE THE INTERSTATE HIGHWAY.
 ME2173
 ME2173                          STATION RECOVERY (1994)
 ME2173
 ME2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 ME2173'NOTE--DIFFICULT TRIPOD SETUP.  8 FT.  (2.4 M) TRIPOD NEEDED FOR THIS
 ME2173'STATION.  ALLOW EXTRA TIME FOR SETUP.  STATION IS LOCATED IN QUAD
 ME2173'410864, ABOUT 2.5 MI (4.0 KM) NORTH OF THE INDIANA-MICHIGAN STATE
 ME2173'LINE, 1.5 MI (2.4 KM) EAST OF NEW BUFFALO IN THE SOUTHEAST 1/4 OF
 ME2173'SECTION 2, T 8 S, R 21 W, NEW BUFFALO TOWNSHIP.  OWNERSHIP--MICHIGAN
 ME2173'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE POST OFFICE IN NEW
 ME2173'BUFFALO, GO NORTHEASTERLY AND EASTERLY ON U.S.  HIGHWAY 12 FOR 2.35 MI
 ME2173'(3.78 KM) TO THE SOUTHERLY ABUTMENT OF INTERSTATE HIGHWAY 94 NORTHEAST
 ME2173'BOUND LANE.  STATION IS SET IN A DRILL HOLE IN THE TOP OF AND 3.0 FT
 ME2173'(0.9 M) WEST OF THE EAST END OF THE SOUTHERLY ABUTMENT OF INTERSTATE
 ME2173'HIGHWAY 94 NORTHEAST BOUND LANE OVERPASS OF U.S.  HIGHWAY 12 AND 2 FT
 ME2173'(0.6 M) BEHIND GUARDRAIL.
 ME2173
 ME2173                          STATION RECOVERY (1997)
 ME2173
 ME2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 ME2173'RECOVERED AS DESCRIBED.
 ME2173
 ME2173                          STATION RECOVERY (1998)
 ME2173
 ME2173'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2173'RECOVERED IN GOOD CONDITION.
 ME2173
 ME2173                          STATION RECOVERY (1998)
 ME2173
 ME2173'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 ME2173'RECOVERED IN GOOD CONDITION.
 ME2173
 ME2173                          STATION RECOVERY (2001)
 ME2173
 ME2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2173'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1055 ***********************************************************************
 NE1055  DESIGNATION -  E 331
 NE1055  PID         -  NE1055
 NE1055  STATE/COUNTY-  MI/WASHTENAW
 NE1055  USGS QUAD   -  DEXTER (1983)
 NE1055
 NE1055                         *CURRENT SURVEY CONTROL
 NE1055  ___________________________________________________________________
 NE1055* NAD 83(1986)-  42 20 16.     (N)    083 53 15.     (W)     SCALED    
 NE1055* NAVD 88     -       265.421  (meters)     870.80   (feet)  ADJUSTED  
 NE1055  ___________________________________________________________________
 NE1055  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NE1055  DYNAMIC HT  -         265.343 (meters)     870.55  (feet)  COMP
 NE1055  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NE1055
 NE1055  VERT ORDER  -  FIRST     CLASS II
 NE1055
 NE1055.The horizontal coordinates were scaled from a topographic map and have
 NE1055.an estimated accuracy of +/- 6 seconds.
 NE1055
 NE1055.The orthometric height was determined by differential leveling
 NE1055.and adjusted by the National Geodetic Survey in June 1991..
 NE1055
 NE1055.The geoid height was determined by GEOID03.
 NE1055
 NE1055.The dynamic height is computed by dividing the NAVD 88
 NE1055.geopotential number by the normal gravity value computed on the
 NE1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1055.degrees latitude (g = 980.6199 gals.).
 NE1055
 NE1055.The modeled gravity was interpolated from observed gravity values.
 NE1055
 NE1055;                    North         East    Units  Estimated Accuracy
 NE1055;SPC MI S     -    93,170.    4,039,490.      MT  (+/- 180 meters Scaled)
 NE1055
 NE1055                          SUPERSEDED SURVEY CONTROL
 NE1055
 NE1055  NGVD 29 (01/19/93)  265.546  (m)          871.21   (f) ADJUSTED    1 2
 NE1055
 NE1055.Superseded values are not recommended for survey control.
 NE1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1055.See file dsdata.txt to determine how the superseded data were derived.
 NE1055
 NE1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG621913(NAD 83)
 NE1055_MARKER: I = METAL ROD
 NE1055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1055_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1055_STAMPING: E 331 1985
 NE1055_MARK LOGO: NGS   
 NE1055_PROJECTION: RECESSED 2 CENTIMETERS
 NE1055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1055+STABILITY: POSITION/ELEVATION WELL
 NE1055_ROD/PIPE-DEPTH: 9.1  meters
 NE1055_SLEEVE-DEPTH  : 6.1 meters
 NE1055
 NE1055  HISTORY     - Date     Condition        Report By
 NE1055  HISTORY     - 1985     MONUMENTED       NGS
 NE1055  HISTORY     - 19981025 GOOD             USPSQD
 NE1055
 NE1055                          STATION DESCRIPTION
 NE1055
 NE1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1055'IN DEXTER.
 NE1055'IN DEXTER, AT THE INTERSECTION OF CENTRAL AND MAIN STREETS, NEAR THE
 NE1055'NORTHWEST END OF MONUMENT PARK, 19.3 M (63.3 FT) NORTHEAST OF THE
 NE1055'CENTERLINE OF MAIN STREET, 16.3 M (53.5 FT) SOUTHWEST OF THE
 NE1055'CENTERLINE OF CENTRAL STREET, 3.6 M (11.8 FT) NORTHWEST OF A CIVIL WAR
 NE1055'MONUMENT, AND 3.5 M (11.5 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 NE1055'CONCRETE PATIO.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NE1055'LOGO CAP.
 NE1055'THE MARK IS 0.3 M ABOVE MAIN STREET.
 NE1055
 NE1055                          STATION RECOVERY (1998)
 NE1055
 NE1055'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7984 ***********************************************************************
 AH7984  DESIGNATION -  E 332
 AH7984  PID         -  AH7984
 AH7984  STATE/COUNTY-  MI/JACKSON
 AH7984  USGS QUAD   -  JACKSON NORTH (1976)
 AH7984
 AH7984                         *CURRENT SURVEY CONTROL
 AH7984  ___________________________________________________________________
 AH7984* NAD 83(1986)-  42 21 27.     (N)    084 25 05.     (W)     SCALED    
 AH7984* NAVD 88     -       293.601  (meters)     963.26   (feet)  ADJUSTED  
 AH7984  ___________________________________________________________________
 AH7984  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 AH7984  DYNAMIC HT  -         293.501 (meters)     962.93  (feet)  COMP
 AH7984  MODELED GRAV-     980,273.3   (mgal)                       NAVD 88
 AH7984
 AH7984  VERT ORDER  -  FIRST     CLASS II
 AH7984
 AH7984.The horizontal coordinates were scaled from a topographic map and have
 AH7984.an estimated accuracy of +/- 6 seconds.
 AH7984
 AH7984.The orthometric height was determined by differential leveling
 AH7984.and adjusted by the National Geodetic Survey in January 2002..
 AH7984
 AH7984.The geoid height was determined by GEOID03.
 AH7984
 AH7984.The dynamic height is computed by dividing the NAVD 88
 AH7984.geopotential number by the normal gravity value computed on the
 AH7984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7984.degrees latitude (g = 980.6199 gals.).
 AH7984
 AH7984.The modeled gravity was interpolated from observed gravity values.
 AH7984
 AH7984;                    North         East    Units  Estimated Accuracy
 AH7984;SPC MI S     -    95,250.    3,995,770.      MT  (+/- 180 meters Scaled)
 AH7984
 AH7984                          SUPERSEDED SURVEY CONTROL
 AH7984
 AH7984.No superseded survey control is available for this station.
 AH7984
 AH7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM126926(NAD 83)
 AH7984_MARKER: F = FLANGE-ENCASED ROD
 AH7984_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7984_STAMPING: E 332 1992
 AH7984_MARK LOGO: NGS   
 AH7984_PROJECTION: FLUSH
 AH7984_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7984+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7984_ROD/PIPE-DEPTH: 10.5 meters
 AH7984
 AH7984  HISTORY     - Date     Condition        Report By
 AH7984  HISTORY     - 1992     MONUMENTED       NGS
 AH7984  HISTORY     - 20000616 GOOD             NGS
 AH7984
 AH7984                          STATION DESCRIPTION
 AH7984
 AH7984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7984'1.0 KM (0.60 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 FROM THE
 AH7984'JUNCTION OF U.S.  HIGHWAY 127 IN JACKSON, THENCE 9.6 KM (5.95 MI)
 AH7984'NORTHERLY ALONG LANCING AVENUE, 32.6 M (107.0 FT) SOUTH OF THE CENTER
 AH7984'OF A DRIVEWAY, 11.2 M (36.7 FT) EAST OF THE AVENUE CENTERLINE, 0.4 M
 AH7984'(1.3 FT) WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AH7984'THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AH7984'CAP.
 AH7984
 AH7984                          STATION RECOVERY (2000)
 AH7984
 AH7984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7984'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7946 ***********************************************************************
 AH7946  DESIGNATION -  E 333
 AH7946  PID         -  AH7946
 AH7946  STATE/COUNTY-  MI/IONIA
 AH7946  USGS QUAD   -  PORTLAND SOUTH (1978)
 AH7946
 AH7946                         *CURRENT SURVEY CONTROL
 AH7946  ___________________________________________________________________
 AH7946* NAD 83(1986)-  42 51 34.     (N)    084 53 03.     (W)     SCALED    
 AH7946* NAVD 88     -       232.352  (meters)     762.31   (feet)  ADJUSTED  
 AH7946  ___________________________________________________________________
 AH7946  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 AH7946  DYNAMIC HT  -         232.287 (meters)     762.09  (feet)  COMP
 AH7946  MODELED GRAV-     980,337.6   (mgal)                       NAVD 88
 AH7946
 AH7946  VERT ORDER  -  FIRST     CLASS II
 AH7946
 AH7946.The horizontal coordinates were scaled from a topographic map and have
 AH7946.an estimated accuracy of +/- 6 seconds.
 AH7946
 AH7946.The orthometric height was determined by differential leveling
 AH7946.and adjusted by the National Geodetic Survey in January 2002..
 AH7946
 AH7946.The geoid height was determined by GEOID03.
 AH7946
 AH7946.The dynamic height is computed by dividing the NAVD 88
 AH7946.geopotential number by the normal gravity value computed on the
 AH7946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7946.degrees latitude (g = 980.6199 gals.).
 AH7946
 AH7946.The modeled gravity was interpolated from observed gravity values.
 AH7946
 AH7946;                    North         East    Units  Estimated Accuracy
 AH7946;SPC MI S     -   151,130.    3,957,710.      MT  (+/- 180 meters Scaled)
 AH7946
 AH7946                          SUPERSEDED SURVEY CONTROL
 AH7946
 AH7946.No superseded survey control is available for this station.
 AH7946
 AH7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN728473(NAD 83)
 AH7946_MARKER: DV = VERTICAL CONTROL DISK
 AH7946_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7946_SP_SET: PIER
 AH7946_STAMPING: E 333 1992
 AH7946_MARK LOGO: NGS   
 AH7946_PROJECTION: FLUSH
 AH7946_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7946+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7946
 AH7946  HISTORY     - Date     Condition        Report By
 AH7946  HISTORY     - 1992     MONUMENTED       NGS
 AH7946  HISTORY     - 19990408 GOOD             NGS
 AH7946
 AH7946                          STATION DESCRIPTION
 AH7946
 AH7946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7946'IN PORTLAND, AT THE INTERSECTION OF OF INTERSTATE HIGHWAY 96 AND GRAND
 AH7946'RIVER AVENUE (EXIT 77) , SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 AH7946'MOST SOUTHEASTERLY CONCRETE COLUMN OF THE 1ST PIER WEST OF THE EAST
 AH7946'ABUTMENT OF THE EASTBOUND HIGHWAY OVERPASS OF THE AVENUE, 10.8 M (35.4
 AH7946'FT) SOUTHEAST OF CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, 6.3 M
 AH7946'(20.7 FT) NORTHEAST OF THE AVENUE CENTERLINE, AND 1.3 M (4.3 FT) ABOVE
 AH7946'THE GROUND SURFACE.
 AH7946
 AH7946                          STATION RECOVERY (1999)
 AH7946
 AH7946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7946'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0478 ***********************************************************************
 NG0478  DESIGNATION -  E 334
 NG0478  PID         -  NG0478
 NG0478  STATE/COUNTY-  MI/VAN BUREN
 NG0478  USGS QUAD   -  HARTFORD (1981)
 NG0478
 NG0478                         *CURRENT SURVEY CONTROL
 NG0478  ___________________________________________________________________
 NG0478* NAD 83(1986)-  42 12 25.     (N)    086 10 08.     (W)     SCALED    
 NG0478* NAVD 88     -       201.792  (meters)     662.05   (feet)  ADJUSTED  
 NG0478  ___________________________________________________________________
 NG0478  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0478  DYNAMIC HT  -         201.729 (meters)     661.84  (feet)  COMP
 NG0478  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NG0478
 NG0478  VERT ORDER  -  FIRST     CLASS II
 NG0478
 NG0478.The horizontal coordinates were scaled from a topographic map and have
 NG0478.an estimated accuracy of +/- 6 seconds.
 NG0478
 NG0478.The orthometric height was determined by differential leveling
 NG0478.and adjusted by the National Geodetic Survey in June 1991..
 NG0478
 NG0478.The geoid height was determined by GEOID03.
 NG0478
 NG0478.The dynamic height is computed by dividing the NAVD 88
 NG0478.geopotential number by the normal gravity value computed on the
 NG0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0478.degrees latitude (g = 980.6199 gals.).
 NG0478
 NG0478.The modeled gravity was interpolated from observed gravity values.
 NG0478
 NG0478;                    North         East    Units  Estimated Accuracy
 NG0478;SPC MI S     -    80,120.    3,851,180.      MT  (+/- 180 meters Scaled)
 NG0478
 NG0478                          SUPERSEDED SURVEY CONTROL
 NG0478
 NG0478  NGVD 29 (01/19/93)  201.944  (m)          662.54   (f) ADJUSTED    1 2
 NG0478
 NG0478.Superseded values are not recommended for survey control.
 NG0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0478.See file dsdata.txt to determine how the superseded data were derived.
 NG0478
 NG0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM686730(NAD 83)
 NG0478_MARKER: I = METAL ROD
 NG0478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0478_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NG0478_STAMPING: E 334 1985
 NG0478_MARK LOGO: NGS   
 NG0478_PROJECTION: RECESSED 2 CENTIMETERS
 NG0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0478+STABILITY: POSITION/ELEVATION WELL
 NG0478_ROD/PIPE-DEPTH: 18.3 meters
 NG0478_SLEEVE-DEPTH  : 6.1 meters
 NG0478
 NG0478  HISTORY     - Date     Condition        Report By
 NG0478  HISTORY     - 1985     MONUMENTED       NGS
 NG0478
 NG0478                          STATION DESCRIPTION
 NG0478
 NG0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0478'IN HARTFORD.
 NG0478'IN HARTFORD, AT THE INTERSECTION OF MAIN AND MAPLE STREETS, 17.2 M
 NG0478'(56.4 FT) EAST OF THE NORTHEAST CORNER OF A MEMORIAL IN ELY PARK, 15.2
 NG0478'M (49.9 FT) NORTH OF THE CENTERLINE OF MAIN STREET, 13.5 M (44.3 FT)
 NG0478'WEST OF THE CENTER OF MAPLE STREET, 7.3 M (24.0 FT) NORTHWEST OF A
 NG0478'UTILITY POLE WITH A STREET LIGHT, AND 5.1 M (16.7 FT) SOUTHWEST OF A
 NG0478'GUY WIRE BRACE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NG0478'5-INCH LOGO CAP.
 NG0478'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1206 ***********************************************************************
 NF1206  DESIGNATION -  E 335
 NF1206  PID         -  NF1206
 NF1206  STATE/COUNTY-  MI/KALAMAZOO
 NF1206  USGS QUAD   -  GALESBURG (1985)
 NF1206
 NF1206                         *CURRENT SURVEY CONTROL
 NF1206  ___________________________________________________________________
 NF1206* NAD 83(1986)-  42 18 22.     (N)    085 23 27.     (W)     SCALED    
 NF1206* NAVD 88     -       245.871  (meters)     806.66   (feet)  ADJUSTED  
 NF1206  ___________________________________________________________________
 NF1206  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NF1206  DYNAMIC HT  -         245.795 (meters)     806.41  (feet)  COMP
 NF1206  MODELED GRAV-     980,307.6   (mgal)                       NAVD 88
 NF1206
 NF1206  VERT ORDER  -  FIRST     CLASS II
 NF1206
 NF1206.The horizontal coordinates were scaled from a topographic map and have
 NF1206.an estimated accuracy of +/- 6 seconds.
 NF1206
 NF1206.The orthometric height was determined by differential leveling
 NF1206.and adjusted by the National Geodetic Survey in June 1991..
 NF1206
 NF1206.The geoid height was determined by GEOID03.
 NF1206
 NF1206.The dynamic height is computed by dividing the NAVD 88
 NF1206.geopotential number by the normal gravity value computed on the
 NF1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1206.degrees latitude (g = 980.6199 gals.).
 NF1206
 NF1206.The modeled gravity was interpolated from observed gravity values.
 NF1206
 NF1206;                    North         East    Units  Estimated Accuracy
 NF1206;SPC MI S     -    90,060.    3,915,560.      MT  (+/- 180 meters Scaled)
 NF1206
 NF1206                          SUPERSEDED SURVEY CONTROL
 NF1206
 NF1206  NGVD 29 (01/19/93)  246.003  (m)          807.09   (f) ADJUSTED    1 2
 NF1206
 NF1206.Superseded values are not recommended for survey control.
 NF1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1206.See file dsdata.txt to determine how the superseded data were derived.
 NF1206
 NF1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM326850(NAD 83)
 NF1206_MARKER: I = METAL ROD
 NF1206_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1206_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1206_STAMPING: E 335 1985
 NF1206_MARK LOGO: NGS   
 NF1206_PROJECTION: FLUSH
 NF1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1206+STABILITY: POSITION/ELEVATION WELL
 NF1206_ROD/PIPE-DEPTH: 18.3 meters
 NF1206_SLEEVE-DEPTH  : 6.4 meters
 NF1206
 NF1206  HISTORY     - Date     Condition        Report By
 NF1206  HISTORY     - 1985     MONUMENTED       NGS
 NF1206  HISTORY     - 20030419 GOOD             USPSQD
 NF1206
 NF1206                          STATION DESCRIPTION
 NF1206
 NF1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1206'17.5 KM (10.9 MI) EAST FROM KALAMAZOO.
 NF1206'17.5 KM (10.9 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE FEDERAL
 NF1206'BUILDING IN KALAMAZOO, OR 0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE
 NF1206'FROM THE CITY HALL IN BATTLE CREEK, THENCE 15.2 KM (9.45 MI) WESTERLY
 NF1206'ALONG DICKMAN ROAD, THENCE 5.2 KM (3.25 MI) WESTERLY ALONG MICHIGAN
 NF1206'AVENUE, 31.4 M (103.0 FT) NORTHWEST OF THE CENTERLINE OF THE AVENUE,
 NF1206'AND 22.0 M (72.2 FT) EAST OF THE CENTER OF 18TH STREET.  NOTE--ACCESS
 NF1206'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1206'THE MARK IS 0.8 METERS  SE FROM  A WITNESS POST AND FENCE
 NF1206'THE MARK IS 1.0 M ABOVE THE AVENUE.
 NF1206
 NF1206                          STATION RECOVERY (2003)
 NF1206
 NF1206'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1206'EAST OF THE CENTER OF 38TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1193 ***********************************************************************
 NF1193  DESIGNATION -  E 336
 NF1193  PID         -  NF1193
 NF1193  STATE/COUNTY-  MI/CALHOUN
 NF1193  USGS QUAD   -  BATTLE CREEK (1985)
 NF1193
 NF1193                         *CURRENT SURVEY CONTROL
 NF1193  ___________________________________________________________________
 NF1193* NAD 83(1994)-  42 18 42.00990(N)    085 09 20.25385(W)     ADJUSTED  
 NF1193* NAVD 88     -       267.904  (meters)     878.95   (feet)  ADJUSTED  
 NF1193  ___________________________________________________________________
 NF1193  X           -     398,934.531 (meters)                     COMP
 NF1193  Y           -  -4,707,062.740 (meters)                     COMP
 NF1193  Z           -   4,271,425.538 (meters)                     COMP
 NF1193  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 NF1193  ELLIP HEIGHT-         234.47  (meters)          (07/17/02) GPS OBS
 NF1193  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF1193  DYNAMIC HT  -         267.819 (meters)     878.67  (feet)  COMP
 NF1193  MODELED GRAV-     980,296.6   (mgal)                       NAVD 88
 NF1193
 NF1193  HORZ ORDER  -  FIRST
 NF1193  VERT ORDER  -  FIRST     CLASS II
 NF1193  ELLP ORDER  -  FOURTH    CLASS I
 NF1193
 NF1193.The horizontal coordinates were established by GPS observations
 NF1193.and adjusted by the National Geodetic Survey in February 1997..
 NF1193
 NF1193.The orthometric height was determined by differential leveling
 NF1193.and adjusted by the National Geodetic Survey in June 1991..
 NF1193
 NF1193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1193
 NF1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1193
 NF1193.The ellipsoidal height was determined by GPS observations
 NF1193.and is referenced to NAD 83.
 NF1193
 NF1193.The geoid height was determined by GEOID03.
 NF1193
 NF1193.The dynamic height is computed by dividing the NAVD 88
 NF1193.geopotential number by the normal gravity value computed on the
 NF1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1193.degrees latitude (g = 980.6199 gals.).
 NF1193
 NF1193.The modeled gravity was interpolated from observed gravity values.
 NF1193
 NF1193;                    North         East     Units Scale Factor Converg.
 NF1193;SPC MI S     -    90,463.451 3,934,957.825   MT  0.99995661   -0 32 12.9
 NF1193;SPC MI S     -   296,796.10 12,909,966.62   iFT  0.99995661   -0 32 12.9
 NF1193;UTM  16      - 4,686,028.656   652,001.540   MT  0.99988428   +1 14 30.5
 NF1193
 NF1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1193!SPC MI S     -   0.99996323  x   0.99995661  =   0.99991984
 NF1193!UTM  16      -   0.99996323  x   0.99988428  =   0.99984751
 NF1193
 NF1193                          SUPERSEDED SURVEY CONTROL
 NF1193
 NF1193  NAD 83(1986)-  42 18 42.00991(N)    085 09 20.26794(W) AD(       ) 1
 NF1193  NAVD 88 (12/16/94)  267.90   (m)          878.9    (f) LEVELING    3  
 NF1193  NGVD 29 (01/19/93)  268.038  (m)          879.39   (f) ADJUSTED    1 2
 NF1193
 NF1193.Superseded values are not recommended for survey control.
 NF1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1193.See file dsdata.txt to determine how the superseded data were derived.
 NF1193
 NF1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5200286029(NAD 83)
 NF1193_MARKER: I = METAL ROD
 NF1193_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1193_SP_SET: STAINLESS STEEL ROD
 NF1193_STAMPING: E 336 1985
 NF1193_MARK LOGO: NGS   
 NF1193_PROJECTION: RECESSED 2 CENTIMETERS
 NF1193_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1193_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1193+STABILITY: POSITION/ELEVATION WELL
 NF1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1193+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2001
 NF1193_ROD/PIPE-DEPTH: 11.3 meters
 NF1193
 NF1193  HISTORY     - Date     Condition        Report By
 NF1193  HISTORY     - 1985     MONUMENTED       NGS
 NF1193  HISTORY     - 19920716 GOOD             HOLDEN
 NF1193  HISTORY     - 19921026 GOOD             MIDT
 NF1193  HISTORY     - 20010412 GOOD             ADVANC
 NF1193  HISTORY     - 20011128 POOR             NGS
 NF1193
 NF1193                          STATION DESCRIPTION
 NF1193
 NF1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1193'IN BATTLE CREEK.
 NF1193'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1193'IN BATTLE CREEK, AT THE INTERSECTION OF MICHIGAN AVENUE AND JAMES
 NF1193'STREET, 11.0 M (36.1 FT) EAST OF THE CENTER OF THE STREET, 8.2 M (26.9
 NF1193'FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 2.4 M (7.9 FT) NORTH OF A
 NF1193'FENCE CORNER, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS
 NF1193'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1193
 NF1193                          STATION RECOVERY (1992)
 NF1193
 NF1193'RECOVERY NOTE BY HOLDEN GPS 1992
 NF1193'STATION IS LOCATED ABOUT 2 MILES NORTH OF THE I-94 INTERCHANGE WITH
 NF1193'BEADLE LAKE ROAD, 3 MILES NORTH NORTHEAST OF THE I-94 INTERCHANGE
 NF1193'WITH M-66, IN THE CITY OF BATTLE CREEK, ONE QUARTER MILE WEST OF THE
 NF1193'EAST CITY LIMITS ON MICHIGAN AVENUE.  IT CAN BE PLOTTED ON THE USGS
 NF1193'QUADRANGLE MAP BATTLE CREEK IN SECTION 8, T2S,R7W, EMMETT TOWNSHIP,
 NF1193'IN QUAD 42085213.
 NF1193'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTHERLY ON M-66 FOR
 NF1193'3.4 MI (5.5 KM) TO EAST MICHIGAN AVENUE, TURN RIGHT AND GO EASTERLY
 NF1193'ON MICHIGAN AVENUE FOR 1.3 MI (2.1 KM) TO JAMES STREET AND THE
 NF1193'STATION IN THE SOUTHEAST QUADRANT.
 NF1193'STATION IS 0.8 M (2.6 FT) EAST OF A VERY LARGE UTILITY POLE, 2.4 M
 NF1193'(7.9 FT) NORTH OF A FENCE CORNER, 8.2 M (26.9 FT) SOUTH OF THE CENTER
 NF1193'OF MICHIGAN AVENUE AND 11.0 M (36.1 FT) EAST OF THE CENTER OF JAMES
 NF1193'STREET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1193
 NF1193                          STATION RECOVERY (1992)
 NF1193
 NF1193'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 NF1193'STATION IS LOCATED IN QUAD 420852 ON THE BATTLE CREEK QUADRANGLE MAP.
 NF1193'IT IS LOCATED IN THE SOUTHWEST 1/4 SECTION 8, T-2-S, R-7-W, IN THE
 NF1193'CITY OF BATTLE CREEK, AT THE INTERSECTION OF MICHIGAN AVENUE (BUSINESS
 NF1193'ROUTE I-94) WITH JAMES STREET. IT IS LOCATED ABOUT 2 MI (3.2 KM) NORTH
 NF1193'OF THE INTERSTATE HIGHWAY 94 INTERCHANGE WITH BEADLE LAKE ROAD, ABOUT
 NF1193'3 MI (4.8 KM) NORTH-NORTHEAST OF INTERSTATE HIGHWAY 94 JUNCTION WITH
 NF1193'INTERSTATE HIGHWAY 194 AND STATE HIGHWAY M-66, AND 0.25 MI (0.40 KM)
 NF1193'WEST OF THE EAST CITY LIMITS OF BATTLE CREEK, ALONG MICHIGAN AVENUE
 NF1193'(BUSINESS ROUTE I-94). TO REACH THE STATION FROM THE INTERCHANGE OF
 NF1193'INTERSTATE HIGHWAYS 94 (EXIT 98) AND I-194 AND M-66, GO NORTHERLY
 NF1193'ALONG I-194 AND M-66 FOR 3.4 MI (5.5 KM) TO EAST MICHIGAN AVENUE (I-94
 NF1193'BUSINESS ROUTE). TURN RIGHT AND GO EASTERLY ON MICHIGAN AVENUE (I-94
 NF1193'BUSINESS ROUTE) FOR 1.3 MI (2.1 KM) TO JAMES STREET AND THE STATION ON
 NF1193'THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION AS DESCRIBED.
 NF1193'STATION IS 2.6 FT (0.8 M) EAST FROM A UTILITY POLE, 7.9 FT (2.4 M)
 NF1193'NORTH FROM FENCE CORNER, 26.9 FT (8.2 M) SOUTH FROM THE CENTER OF
 NF1193'MICHIGAN AVENUE AND 36.1 FT (11.0 M) EAST FROM THE CENTER OF JAMES
 NF1193'STREET. ACCESS TO THE DATUM POINT IS THROUGH 5-INGH LOGO CAP.
 NF1193
 NF1193                          STATION RECOVERY (2001)
 NF1193
 NF1193'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF1193'RECOVERED IN GOOD CONDITION.
 NF1193
 NF1193                          STATION RECOVERY (2001)
 NF1193
 NF1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1193'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1022 ***********************************************************************
 NE1022  DESIGNATION -  E 337
 NE1022  PID         -  NE1022
 NE1022  STATE/COUNTY-  MI/WAYNE
 NE1022  USGS QUAD   -  BELLEVILLE (1980)
 NE1022
 NE1022                         *CURRENT SURVEY CONTROL
 NE1022  ___________________________________________________________________
 NE1022* NAD 83(1986)-  42 13 12.     (N)    083 26 24.     (W)     SCALED    
 NE1022* NAVD 88     -       204.175  (meters)     669.86   (feet)  ADJUSTED  
 NE1022  ___________________________________________________________________
 NE1022  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NE1022  DYNAMIC HT  -         204.112 (meters)     669.66  (feet)  COMP
 NE1022  MODELED GRAV-     980,304.5   (mgal)                       NAVD 88
 NE1022
 NE1022  VERT ORDER  -  FIRST     CLASS II
 NE1022
 NE1022.The horizontal coordinates were scaled from a topographic map and have
 NE1022.an estimated accuracy of +/- 6 seconds.
 NE1022
 NE1022.The orthometric height was determined by differential leveling
 NE1022.and adjusted by the National Geodetic Survey in June 1991..
 NE1022
 NE1022.The geoid height was determined by GEOID03.
 NE1022
 NE1022.The dynamic height is computed by dividing the NAVD 88
 NE1022.geopotential number by the normal gravity value computed on the
 NE1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1022.degrees latitude (g = 980.6199 gals.).
 NE1022
 NE1022.The modeled gravity was interpolated from observed gravity values.
 NE1022
 NE1022;                    North         East    Units  Estimated Accuracy
 NE1022;SPC MI S     -    80,400.    4,076,510.      MT  (+/- 180 meters Scaled)
 NE1022
 NE1022                          SUPERSEDED SURVEY CONTROL
 NE1022
 NE1022  NGVD 29 (01/19/93)  204.311  (m)          670.31   (f) ADJUSTED    1 2
 NE1022
 NE1022.Superseded values are not recommended for survey control.
 NE1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1022.See file dsdata.txt to determine how the superseded data were derived.
 NE1022
 NE1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG986770(NAD 83)
 NE1022_MARKER: DB = BENCH MARK DISK
 NE1022_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1022_SP_SET: PIER
 NE1022_STAMPING: E 337 1985
 NE1022_MARK LOGO: NGS   
 NE1022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1022+STABILITY: POSITION/ELEVATION WELL
 NE1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1022+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NE1022
 NE1022  HISTORY     - Date     Condition        Report By
 NE1022  HISTORY     - 1985     MONUMENTED       NGS
 NE1022  HISTORY     - 20010104 GOOD             LOCSUR
 NE1022  HISTORY     - 20051019 GOOD             ROWEIN
 NE1022
 NE1022                          STATION DESCRIPTION
 NE1022
 NE1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1022'19.0 KM (11.8 MI) WEST FROM ALLEN PARK.
 NE1022'19.0 KM (11.8 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1022'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, SET VERTICALLY IN THE
 NE1022'EAST FACE OF THE MOST EASTERLY 1 OF 8 COLUMNS OF THE CENTER PIER OF
 NE1022'THE HAGGERTY ROAD OVERPASS OF THE HIGHWAY (EXIT 192), 16.8 M (55.1 FT)
 NE1022'SOUTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, AND 16.1 M
 NE1022'(52.8 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY.
 NE1022'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1022
 NE1022                          STATION RECOVERY (2001)
 NE1022
 NE1022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SFS)
 NE1022'RECOVERED IN GOOD CONDITION.
 NE1022
 NE1022                          STATION RECOVERY (2005)
 NE1022
 NE1022'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 NE1022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1002 ***********************************************************************
 NE1002  DESIGNATION -  E 338
 NE1002  PID         -  NE1002
 NE1002  STATE/COUNTY-  MI/WAYNE
 NE1002  USGS QUAD   -  DETROIT (1980)
 NE1002
 NE1002                         *CURRENT SURVEY CONTROL
 NE1002  ___________________________________________________________________
 NE1002* NAD 83(1986)-  42 18 12.     (N)    083 06 50.     (W)     SCALED    
 NE1002* NAVD 88     -       178.459  (meters)     585.49   (feet)  ADJUSTED  
 NE1002  ___________________________________________________________________
 NE1002  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE1002  DYNAMIC HT  -         178.406 (meters)     585.32  (feet)  COMP
 NE1002  MODELED GRAV-     980,318.8   (mgal)                       NAVD 88
 NE1002
 NE1002  VERT ORDER  -  FIRST     CLASS II
 NE1002
 NE1002.The horizontal coordinates were scaled from a topographic map and have
 NE1002.an estimated accuracy of +/- 6 seconds.
 NE1002
 NE1002.The orthometric height was determined by differential leveling
 NE1002.and adjusted by the National Geodetic Survey in June 1991..
 NE1002
 NE1002.The geoid height was determined by GEOID03.
 NE1002
 NE1002.The dynamic height is computed by dividing the NAVD 88
 NE1002.geopotential number by the normal gravity value computed on the
 NE1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1002.degrees latitude (g = 980.6199 gals.).
 NE1002
 NE1002.The modeled gravity was interpolated from observed gravity values.
 NE1002
 NE1002;                    North         East    Units  Estimated Accuracy
 NE1002;SPC MI S     -    90,000.    4,103,290.      MT  (+/- 180 meters Scaled)
 NE1002
 NE1002                          SUPERSEDED SURVEY CONTROL
 NE1002
 NE1002  NGVD 29 (01/19/93)  178.628  (m)          586.05   (f) ADJUSTED    1 2
 NE1002
 NE1002.Superseded values are not recommended for survey control.
 NE1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1002.See file dsdata.txt to determine how the superseded data were derived.
 NE1002
 NE1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG257856(NAD 83)
 NE1002_MARKER: DB = BENCH MARK DISK
 NE1002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1002_SP_SET: PIER
 NE1002_STAMPING: E 338 1985
 NE1002_MARK LOGO: NGS   
 NE1002_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1002+STABILITY: POSITION/ELEVATION WELL
 NE1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1002+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2002
 NE1002
 NE1002  HISTORY     - Date     Condition        Report By
 NE1002  HISTORY     - 1985     MONUMENTED       NGS
 NE1002  HISTORY     - 20020511 GOOD             OHM
 NE1002
 NE1002                          STATION DESCRIPTION
 NE1002
 NE1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1002'IN DETROIT.
 NE1002'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND GREEN AVENUE,
 NE1002'SET VERTICALLY IN THE NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 6
 NE1002'COLUMNS OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT OF THE
 NE1002'GREEN AVENUE OVERPASS OF THE HIGHWAY, 12.8 M (42.0 FT) SOUTHEAST OF
 NE1002'THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 9.7 M
 NE1002'(31.8 FT) NORTHEAST OF THE CENTER OF THE AVENUE.
 NE1002'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1002
 NE1002                          STATION RECOVERY (2002)
 NE1002
 NE1002'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1002'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0726 ***********************************************************************
 RJ0726  DESIGNATION -  E 339
 RJ0726  PID         -  RJ0726
 RJ0726  STATE/COUNTY-  MI/CHIPPEWA
 RJ0726  USGS QUAD   -  MUNUSCONG (1976)
 RJ0726
 RJ0726                         *CURRENT SURVEY CONTROL
 RJ0726  ___________________________________________________________________
 RJ0726* NAD 83(1986)-  46 09 32.     (N)    084 09 03.     (W)     SCALED    
 RJ0726* NAVD 88     -       184.783  (meters)     606.24   (feet)  ADJUSTED  
 RJ0726  ___________________________________________________________________
 RJ0726  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 RJ0726  DYNAMIC HT  -         184.790 (meters)     606.27  (feet)  COMP
 RJ0726  MODELED GRAV-     980,649.4   (mgal)                       NAVD 88
 RJ0726
 RJ0726  VERT ORDER  -  SECOND    CLASS I
 RJ0726
 RJ0726.The horizontal coordinates were scaled from a topographic map and have
 RJ0726.an estimated accuracy of +/- 6 seconds.
 RJ0726
 RJ0726.The orthometric height was determined by differential leveling
 RJ0726.and adjusted by the National Geodetic Survey in June 1991..
 RJ0726
 RJ0726.The geoid height was determined by GEOID03.
 RJ0726
 RJ0726.The dynamic height is computed by dividing the NAVD 88
 RJ0726.geopotential number by the normal gravity value computed on the
 RJ0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0726.degrees latitude (g = 980.6199 gals.).
 RJ0726
 RJ0726.The modeled gravity was interpolated from observed gravity values.
 RJ0726
 RJ0726;                    North         East    Units  Estimated Accuracy
 RJ0726;SPC MI N     -   156,840.    8,220,010.      MT  (+/- 180 meters Scaled)
 RJ0726
 RJ0726                          SUPERSEDED SURVEY CONTROL
 RJ0726
 RJ0726.No superseded survey control is available for this station.
 RJ0726
 RJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS199156(NAD 83)
 RJ0726_MARKER: DB = BENCH MARK DISK
 RJ0726_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0726+WITH SETTING: INFORMATION.
 RJ0726_SP_SET: SHALLOW-SET METAL ROD
 RJ0726_STAMPING: E 339 1986
 RJ0726_MARK LOGO: NOS   
 RJ0726_PROJECTION: FLUSH
 RJ0726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0726_ROD/PIPE-DEPTH: 2.7  meters
 RJ0726
 RJ0726  HISTORY     - Date     Condition        Report By
 RJ0726  HISTORY     - 1986     MONUMENTED       NOS
 RJ0726
 RJ0726                          STATION DESCRIPTION
 RJ0726
 RJ0726'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0726'15.9 KM (9.9 MI) EAST FROM PICKFORD.
 RJ0726'15.9 KM (9.9 MI) EAST ALONG GOGOMAN ROAD FROM THE POST OFFICE IN
 RJ0726'PICKFORD, 31.6 M (103.7 FT) SOUTHEAST OF A UTILITY POLE, AND 6.5 M
 RJ0726'(21.3 FT) SOUTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0241 ***********************************************************************
 OJ0241  DESIGNATION -  E 34
 OJ0241  PID         -  OJ0241
 OJ0241  STATE/COUNTY-  MI/HURON
 OJ0241  USGS QUAD   -  SEBEWAING (1978)
 OJ0241
 OJ0241                         *CURRENT SURVEY CONTROL
 OJ0241  ___________________________________________________________________
 OJ0241* NAD 83(1986)-  43 44 06.     (N)    083 27 25.     (W)     SCALED    
 OJ0241* NAVD 88     -       178.426  (meters)     585.39   (feet)  ADJUSTED  
 OJ0241  ___________________________________________________________________
 OJ0241  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0241  DYNAMIC HT  -         178.396 (meters)     585.29  (feet)  COMP
 OJ0241  MODELED GRAV-     980,443.7   (mgal)                       NAVD 88
 OJ0241
 OJ0241  VERT ORDER  -  FIRST     CLASS II
 OJ0241
 OJ0241.The horizontal coordinates were scaled from a topographic map and have
 OJ0241.an estimated accuracy of +/- 6 seconds.
 OJ0241
 OJ0241.The orthometric height was determined by differential leveling
 OJ0241.and adjusted by the National Geodetic Survey in June 1991..
 OJ0241
 OJ0241.The geoid height was determined by GEOID03.
 OJ0241
 OJ0241.The dynamic height is computed by dividing the NAVD 88
 OJ0241.geopotential number by the normal gravity value computed on the
 OJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0241.degrees latitude (g = 980.6199 gals.).
 OJ0241
 OJ0241.The modeled gravity was interpolated from observed gravity values.
 OJ0241
 OJ0241;                    North         East    Units  Estimated Accuracy
 OJ0241;SPC MI S     -   248,670.    4,073,290.      MT  (+/- 180 meters Scaled)
 OJ0241
 OJ0241                          SUPERSEDED SURVEY CONTROL
 OJ0241
 OJ0241  NGVD 29 (??/??/92)  178.573  (m)          585.87   (f) ADJ UNCH    1 2
 OJ0241
 OJ0241.Superseded values are not recommended for survey control.
 OJ0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0241.See file dsdata.txt to determine how the superseded data were derived.
 OJ0241
 OJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ021453(NAD 83)
 OJ0241_MARKER: DB = BENCH MARK DISK
 OJ0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0241_SP_SET: FOOTING
 OJ0241_STAMPING: E 34 1934
 OJ0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0241
 OJ0241  HISTORY     - Date     Condition        Report By
 OJ0241  HISTORY     - 1934     MONUMENTED       CGS
 OJ0241  HISTORY     - 1954     GOOD             NGS
 OJ0241  HISTORY     - 1963     MARK NOT FOUND   USGS
 OJ0241  HISTORY     - 1976     SEE DESCRIPTION  NOS
 OJ0241  HISTORY     - 19920829 MARK NOT FOUND   USPSQD
 OJ0241  HISTORY     - 19980530 GOOD             USPSQD
 OJ0241
 OJ0241                          STATION DESCRIPTION
 OJ0241
 OJ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OJ0241'AT SEBEWAING.
 OJ0241'AT SEBEWAING, HURON COUNTY, 60 YARDS SOUTH OF THE SOUTHWEST
 OJ0241'CORNER OF THE PERE MARQUETTE RAILWAY STATION, AT A WATER TOWER,
 OJ0241'IN THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOOTING, 12
 OJ0241'FEET FROM THE WEST RAIL AND 1 FOOT HIGHER THAN THE RAIL.  A
 OJ0241'STANDARD DISK, STAMPED E 34 1934.  NOTE-- THE PERE MARQUETTE
 OJ0241'RAILWAY IS NOW THE CHESAPEAKE AND OHIO RAILWAY.
 OJ0241
 OJ0241                          STATION RECOVERY (1963)
 OJ0241
 OJ0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OJ0241'MARK NOT FOUND.
 OJ0241
 OJ0241                          STATION RECOVERY (1976)
 OJ0241
 OJ0241'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0241'ON THE NORTH SIDE OF THE SEBEWAING RIVER, 180 FEET SOUTH OF THE
 OJ0241'SOUTHWEST CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, IN THE
 OJ0241'NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOOTING OF A FORMER WATER
 OJ0241'TOWER, 12 FEET WEST OF THE WEST RAIL. MARK INACCESSIBLE IN 1976.
 OJ0241
 OJ0241                          STATION RECOVERY (1992)
 OJ0241
 OJ0241'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0241'MARK NOT FOUND.
 OJ0241
 OJ0241                          STATION RECOVERY (1998)
 OJ0241
 OJ0241'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5048 ***********************************************************************
 AA5048  DESIGNATION -  E 340
 AA5048  PID         -  AA5048
 AA5048  STATE/COUNTY-  MI/MASON
 AA5048  USGS QUAD   -  TALLMAN (1987)
 AA5048
 AA5048                         *CURRENT SURVEY CONTROL
 AA5048  ___________________________________________________________________
 AA5048* NAD 83(1986)-  43 56 44.     (N)    086 05 37.     (W)     SCALED    
 AA5048* NAVD 88     -       216.886  (meters)     711.57   (feet)  ADJUSTED  
 AA5048  ___________________________________________________________________
 AA5048  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 AA5048  DYNAMIC HT  -         216.850 (meters)     711.45  (feet)  COMP
 AA5048  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 AA5048
 AA5048  VERT ORDER  -  FIRST     CLASS II
 AA5048
 AA5048.The horizontal coordinates were scaled from a topographic map and have
 AA5048.an estimated accuracy of +/- 6 seconds.
 AA5048
 AA5048.The orthometric height was determined by differential leveling
 AA5048.and adjusted by the National Geodetic Survey in January 2002..
 AA5048
 AA5048.The geoid height was determined by GEOID03.
 AA5048
 AA5048.The dynamic height is computed by dividing the NAVD 88
 AA5048.geopotential number by the normal gravity value computed on the
 AA5048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5048.degrees latitude (g = 980.6199 gals.).
 AA5048
 AA5048.The modeled gravity was interpolated from observed gravity values.
 AA5048
 AA5048;                    North         East    Units  Estimated Accuracy
 AA5048;SPC MI C     -    71,360.    5,861,360.      MT  (+/- 180 meters Scaled)
 AA5048
 AA5048                          SUPERSEDED SURVEY CONTROL
 AA5048
 AA5048.No superseded survey control is available for this station.
 AA5048
 AA5048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP727662(NAD 83)
 AA5048_MARKER: I = METAL ROD
 AA5048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5048_STAMPING: E 340 1992
 AA5048_MARK LOGO: NGS   
 AA5048_PROJECTION: FLUSH
 AA5048_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5048+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5048_ROD/PIPE-DEPTH: 25.3 meters
 AA5048
 AA5048  HISTORY     - Date     Condition        Report By
 AA5048  HISTORY     - 1992     MONUMENTED       NGS
 AA5048  HISTORY     - 20031010 GOOD             USPSQD
 AA5048
 AA5048                          STATION DESCRIPTION
 AA5048
 AA5048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5048'10.5 KM (6.50 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5048'IN CUSTER, 33.4 M (109.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.5 M
 AA5048'(8.2 FT) EAST OF THE CENTER OF A DIRT ROAD, 1.5 M (4.9 FT) NORTH OF
 AA5048'UTILITY POLE NUMBER 395 1 1 WITH A GUY CABLE, 0.6 M (2.0 FT) BELOW THE
 AA5048'LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
 AA5048'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5048
 AA5048                          STATION RECOVERY (2003)
 AA5048
 AA5048'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7869 ***********************************************************************
 AH7869  DESIGNATION -  E 341
 AH7869  PID         -  AH7869
 AH7869  STATE/COUNTY-  MI/MECOSTA
 AH7869  USGS QUAD   -  REED CITY SOUTH (1987)
 AH7869
 AH7869                         *CURRENT SURVEY CONTROL
 AH7869  ___________________________________________________________________
 AH7869* NAD 83(1986)-  43 47 42.     (N)    085 30 11.     (W)     SCALED    
 AH7869* NAVD 88     -       287.465  (meters)     943.12   (feet)  ADJUSTED  
 AH7869  ___________________________________________________________________
 AH7869  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AH7869  DYNAMIC HT  -         287.416 (meters)     942.96  (feet)  COMP
 AH7869  MODELED GRAV-     980,440.8   (mgal)                       NAVD 88
 AH7869
 AH7869  VERT ORDER  -  FIRST     CLASS II
 AH7869
 AH7869.The horizontal coordinates were scaled from a topographic map and have
 AH7869.an estimated accuracy of +/- 6 seconds.
 AH7869
 AH7869.The orthometric height was determined by differential leveling
 AH7869.and adjusted by the National Geodetic Survey in January 2002..
 AH7869
 AH7869.The geoid height was determined by GEOID03.
 AH7869
 AH7869.The dynamic height is computed by dividing the NAVD 88
 AH7869.geopotential number by the normal gravity value computed on the
 AH7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7869.degrees latitude (g = 980.6199 gals.).
 AH7869
 AH7869.The modeled gravity was interpolated from observed gravity values.
 AH7869
 AH7869;                    North         East    Units  Estimated Accuracy
 AH7869;SPC MI S     -   255,560.    3,908,540.      MT  (+/- 180 meters Scaled)
 AH7869
 AH7869                          SUPERSEDED SURVEY CONTROL
 AH7869
 AH7869.No superseded survey control is available for this station.
 AH7869
 AH7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP204501(NAD 83)
 AH7869_MARKER: I = METAL ROD
 AH7869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7869_STAMPING: E 341 1992
 AH7869_MARK LOGO: NGS   
 AH7869_PROJECTION: FLUSH
 AH7869_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7869+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7869_ROD/PIPE-DEPTH: 25.3 meters
 AH7869
 AH7869  HISTORY     - Date     Condition        Report By
 AH7869  HISTORY     - 1992     MONUMENTED       NGS
 AH7869
 AH7869                          STATION DESCRIPTION
 AH7869
 AH7869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7869'0.2 KM (0.10 MI) EASTERLY ALONG EAST UPTON AVENUE FROM THE POST OFFICE
 AH7869'IN REED CITY, THENCE 9.2 KM (5.70 MI) SOUTHERLY ALONG U.S.  HIGHWAY
 AH7869'131 BUSINESS, 29.9 M (98.1 FT) SOUTH OF THE SOUTH END OF A CULVERT
 AH7869'UNDER MOST SOUTHERLY ENTRANCE ROAD TO A ROAD SIDE PARK, 14.1 M (46.3
 AH7869'FT) WEST OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 FT) NORTH OF THE
 AH7869'EXTENDED CENTER OF 207TH AVENUE, 1.4 M (4.6 FT) SOUTH OF UTILITY POLE
 AH7869'NUMBER 22695, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M
 AH7869'(1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7869'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7896 ***********************************************************************
 AH7896  DESIGNATION -  E 342
 AH7896  PID         -  AH7896
 AH7896  STATE/COUNTY-  MI/MECOSTA
 AH7896  USGS QUAD   -  BLANCHARD (1979)
 AH7896
 AH7896                         *CURRENT SURVEY CONTROL
 AH7896  ___________________________________________________________________
 AH7896* NAD 83(1986)-  43 34 54.     (N)    085 06 20.     (W)     SCALED    
 AH7896* NAVD 88     -       312.934  (meters)    1026.68   (feet)  ADJUSTED  
 AH7896  ___________________________________________________________________
 AH7896  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 AH7896  DYNAMIC HT  -         312.876 (meters)    1026.49  (feet)  COMP
 AH7896  MODELED GRAV-     980,425.4   (mgal)                       NAVD 88
 AH7896
 AH7896  VERT ORDER  -  FIRST     CLASS II
 AH7896
 AH7896.The horizontal coordinates were scaled from a topographic map and have
 AH7896.an estimated accuracy of +/- 6 seconds.
 AH7896
 AH7896.The orthometric height was determined by differential leveling
 AH7896.and adjusted by the National Geodetic Survey in January 2002..
 AH7896
 AH7896.The geoid height was determined by GEOID03.
 AH7896
 AH7896.The dynamic height is computed by dividing the NAVD 88
 AH7896.geopotential number by the normal gravity value computed on the
 AH7896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7896.degrees latitude (g = 980.6199 gals.).
 AH7896
 AH7896.The modeled gravity was interpolated from observed gravity values.
 AH7896
 AH7896;                    North         East    Units  Estimated Accuracy
 AH7896;SPC MI S     -   231,500.    3,940,320.      MT  (+/- 180 meters Scaled)
 AH7896
 AH7896                          SUPERSEDED SURVEY CONTROL
 AH7896
 AH7896.No superseded survey control is available for this station.
 AH7896
 AH7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP529271(NAD 83)
 AH7896_MARKER: I = METAL ROD
 AH7896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7896_STAMPING: E 342 1992
 AH7896_MARK LOGO: NGS   
 AH7896_PROJECTION: FLUSH
 AH7896_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7896+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7896_ROD/PIPE-DEPTH: 5.2  meters
 AH7896
 AH7896  HISTORY     - Date     Condition        Report By
 AH7896  HISTORY     - 1992     MONUMENTED       NGS
 AH7896
 AH7896                          STATION DESCRIPTION
 AH7896
 AH7896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7896'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7896'IN REMUS, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG 10TH AVENUE, 13.9 M
 AH7896'(45.6 FT) NORTH OF THE CENTER OF 8-MILE ROAD, 8.2 M (26.9 FT) EAST OF
 AH7896'THE AVENUE CENTER, 3.1 M (10.2 FT) SOUTH OF UTILITY POLE NUMBER 8004
 AH7896'WITH A TRANSFORMER, 1.2 M (3.9 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0
 AH7896'FT) BELOW THE LEVEL OF THE AVENUE, AND 0.3 M (1.0 FT) WEST OF A
 AH7896'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AH7896'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7913 ***********************************************************************
 AH7913  DESIGNATION -  E 343
 AH7913  PID         -  AH7913
 AH7913  STATE/COUNTY-  MI/MONTCALM
 AH7913  USGS QUAD   -  STANTON (1982)
 AH7913
 AH7913                         *CURRENT SURVEY CONTROL
 AH7913  ___________________________________________________________________
 AH7913* NAD 83(1986)-  43 16 42.     (N)    085 04 26.     (W)     SCALED    
 AH7913* NAVD 88     -       264.669  (meters)     868.33   (feet)  ADJUSTED  
 AH7913  ___________________________________________________________________
 AH7913  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AH7913  DYNAMIC HT  -         264.618 (meters)     868.17  (feet)  COMP
 AH7913  MODELED GRAV-     980,418.9   (mgal)                       NAVD 88
 AH7913
 AH7913  VERT ORDER  -  FIRST     CLASS II
 AH7913
 AH7913.The horizontal coordinates were scaled from a topographic map and have
 AH7913.an estimated accuracy of +/- 6 seconds.
 AH7913
 AH7913.The orthometric height was determined by differential leveling
 AH7913.and adjusted by the National Geodetic Survey in January 2002..
 AH7913
 AH7913.The geoid height was determined by GEOID03.
 AH7913
 AH7913.The dynamic height is computed by dividing the NAVD 88
 AH7913.geopotential number by the normal gravity value computed on the
 AH7913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7913.degrees latitude (g = 980.6199 gals.).
 AH7913
 AH7913.The modeled gravity was interpolated from observed gravity values.
 AH7913
 AH7913;                    North         East    Units  Estimated Accuracy
 AH7913;SPC MI S     -   197,780.    3,942,600.      MT  (+/- 180 meters Scaled)
 AH7913
 AH7913                          SUPERSEDED SURVEY CONTROL
 AH7913
 AH7913.No superseded survey control is available for this station.
 AH7913
 AH7913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN562935(NAD 83)
 AH7913_MARKER: I = METAL ROD
 AH7913_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7913_STAMPING: E 343 1992
 AH7913_MARK LOGO: NGS   
 AH7913_PROJECTION: FLUSH
 AH7913_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7913+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7913_ROD/PIPE-DEPTH: 20.7 meters
 AH7913
 AH7913  HISTORY     - Date     Condition        Report By
 AH7913  HISTORY     - 1992     MONUMENTED       NGS
 AH7913
 AH7913                          STATION DESCRIPTION
 AH7913
 AH7913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7913'0.4 KM (0.25 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7913'STANTON, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 66,
 AH7913'56.6 M (185.7 FT) SOUTH OF THE EXTENDED CENTER OF PAKES ROAD, 18.1 M
 AH7913'(59.4 FT) WEST OF THE HIGHWAY CENTERLINE, 2.3 M (7.5 FT) NORTH OF A
 AH7913'UTILITY POLE, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0
 AH7913'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 AH7913'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8447 ***********************************************************************
 AH8447  DESIGNATION -  E 344
 AH8447  PID         -  AH8447
 AH8447  STATE/COUNTY-  MI/ST JOSEPH
 AH8447  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8447
 AH8447                         *CURRENT SURVEY CONTROL
 AH8447  ___________________________________________________________________
 AH8447* NAD 83(1986)-  41 52 54.     (N)    085 39 51.     (W)     SCALED    
 AH8447* NAVD 88     -       247.809  (meters)     813.02   (feet)  ADJUSTED  
 AH8447  ___________________________________________________________________
 AH8447  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 AH8447  DYNAMIC HT  -         247.722 (meters)     812.73  (feet)  COMP
 AH8447  MODELED GRAV-     980,267.7   (mgal)                       NAVD 88
 AH8447
 AH8447  VERT ORDER  -  FIRST     CLASS II
 AH8447
 AH8447.The horizontal coordinates were scaled from a topographic map and have
 AH8447.an estimated accuracy of +/- 6 seconds.
 AH8447
 AH8447.The orthometric height was determined by differential leveling
 AH8447.and adjusted by the National Geodetic Survey in March 2005..
 AH8447.No vertical observational check was made to the station.
 AH8447
 AH8447.The geoid height was determined by GEOID03.
 AH8447
 AH8447.The dynamic height is computed by dividing the NAVD 88
 AH8447.geopotential number by the normal gravity value computed on the
 AH8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8447.degrees latitude (g = 980.6199 gals.).
 AH8447
 AH8447.The modeled gravity was interpolated from observed gravity values.
 AH8447
 AH8447;                    North         East    Units  Estimated Accuracy
 AH8447;SPC MI S     -    43,230.    3,892,300.      MT  (+/- 180 meters Scaled)
 AH8447
 AH8447                          SUPERSEDED SURVEY CONTROL
 AH8447
 AH8447.No superseded survey control is available for this station.
 AH8447
 AH8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM108375(NAD 83)
 AH8447_MARKER: F = FLANGE-ENCASED ROD
 AH8447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8447_STAMPING: E 344 1992
 AH8447_MARK LOGO: NGS   
 AH8447_PROJECTION: FLUSH
 AH8447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8447+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 AH8447_ROD/PIPE-DEPTH: 14.9 meters
 AH8447
 AH8447  HISTORY     - Date     Condition        Report By
 AH8447  HISTORY     - 1992     MONUMENTED       NGS
 AH8447  HISTORY     - 20040505 GOOD             NGS
 AH8447
 AH8447                          STATION DESCRIPTION
 AH8447
 AH8447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8447'7.0 KM (4.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8447'STATE HIGHWAY 60 IN THREE RIVERS, 46.7 M (153.2 FT) WEST OF THE
 AH8447'CENTERLINE OF THE HIGHWAY, 7.5 M (24.6 FT) SOUTH OF AND LEVEL WITH THE
 AH8447'CENTER OF GARBER ROAD, 2.2 M (7.2 FT) EAST OF A UTILITY POLE WITH 2
 AH8447'GUY CABLES, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 AH8447'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8447
 AH8447                          STATION RECOVERY (2004)
 AH8447
 AH8447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR)
 AH8447'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8413 ***********************************************************************
 AH8413  DESIGNATION -  E 345
 AH8413  PID         -  AH8413
 AH8413  STATE/COUNTY-  MI/KALAMAZOO
 AH8413  USGS QUAD   -  KALAMAZOO (1995)
 AH8413
 AH8413                         *CURRENT SURVEY CONTROL
 AH8413  ___________________________________________________________________
 AH8413* NAD 83(1986)-  42 17 02.     (N)    085 34 27.     (W)     SCALED    
 AH8413* NAVD 88     -       233.148  (meters)     764.92   (feet)  ADJUSTED  
 AH8413  ___________________________________________________________________
 AH8413  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 AH8413  DYNAMIC HT  -         233.076 (meters)     764.68  (feet)  COMP
 AH8413  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 AH8413
 AH8413  VERT ORDER  -  FIRST     CLASS II
 AH8413
 AH8413.The horizontal coordinates were scaled from a topographic map and have
 AH8413.an estimated accuracy of +/- 6 seconds.
 AH8413
 AH8413.The orthometric height was determined by differential leveling
 AH8413.and adjusted by the National Geodetic Survey in March 2005..
 AH8413
 AH8413.The geoid height was determined by GEOID03.
 AH8413
 AH8413.The dynamic height is computed by dividing the NAVD 88
 AH8413.geopotential number by the normal gravity value computed on the
 AH8413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8413.degrees latitude (g = 980.6199 gals.).
 AH8413
 AH8413.The modeled gravity was interpolated from observed gravity values.
 AH8413
 AH8413;                    North         East    Units  Estimated Accuracy
 AH8413;SPC MI S     -    87,790.    3,900,410.      MT  (+/- 180 meters Scaled)
 AH8413
 AH8413                          SUPERSEDED SURVEY CONTROL
 AH8413
 AH8413.No superseded survey control is available for this station.
 AH8413
 AH8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM175822(NAD 83)
 AH8413_MARKER: F = FLANGE-ENCASED ROD
 AH8413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8413_STAMPING: E 345 1992
 AH8413_MARK LOGO: NGS   
 AH8413_PROJECTION: FLUSH
 AH8413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8413+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8413_ROD/PIPE-DEPTH: 15.4 meters
 AH8413
 AH8413  HISTORY     - Date     Condition        Report By
 AH8413  HISTORY     - 1992     MONUMENTED       NGS
 AH8413  HISTORY     - 20010528 GOOD             NGS
 AH8413
 AH8413                          STATION DESCRIPTION
 AH8413
 AH8413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8413'IN KALAMAZOO, AT THE INTERSECTION OF PORTAGE AND VINE STREETS, 33.5 M
 AH8413'(109.9 FT) SOUTHWEST OF THE CENTERLINE OF PORTAGE STREET, 11.2 M (36.7
 AH8413'FT) WEST-NORTHWEST OF THE NEAR RAIL OF THE CONRAIL RAILROAD, 9.7 M
 AH8413'(31.8 FT) NORTH OF THE CENTERLINE OF VINE STREET, 3.6 M (11.8 FT) WEST
 AH8413'OF A CHAIN-LINK FENCE CORNER, 1.3 M (4.3 FT) EAST OF A SIGNAL LIGHT
 AH8413'POLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 ABOVE
 AH8413'THE LEVEL OF VINE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AH8413'A 5-INCH LOGO CAP.
 AH8413
 AH8413                          STATION RECOVERY (2001)
 AH8413
 AH8413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8197 ***********************************************************************
 AB8197  DESIGNATION -  E 346
 AB8197  PID         -  AB8197
 AB8197  STATE/COUNTY-  MI/LUCE
 AB8197  USGS QUAD   -  BETSY LAKE SOUTH (1968)
 AB8197
 AB8197                         *CURRENT SURVEY CONTROL
 AB8197  ___________________________________________________________________
 AB8197* NAD 83(1986)-  46 35 27.     (N)    085 15 12.     (W)     SCALED    
 AB8197* NAVD 88     -       235.078  (meters)     771.25   (feet)  ADJUSTED  
 AB8197  ___________________________________________________________________
 AB8197  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 AB8197  DYNAMIC HT  -         235.091 (meters)     771.29  (feet)  COMP
 AB8197  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 AB8197
 AB8197  VERT ORDER  -  SECOND    CLASS I
 AB8197
 AB8197.The horizontal coordinates were scaled from a topographic map and have
 AB8197.an estimated accuracy of +/- 6 seconds.
 AB8197
 AB8197.The orthometric height was determined by differential leveling
 AB8197.and adjusted by the National Geodetic Survey in July 2002..
 AB8197
 AB8197.The geoid height was determined by GEOID03.
 AB8197
 AB8197.The dynamic height is computed by dividing the NAVD 88
 AB8197.geopotential number by the normal gravity value computed on the
 AB8197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8197.degrees latitude (g = 980.6199 gals.).
 AB8197
 AB8197.The modeled gravity was interpolated from observed gravity values.
 AB8197
 AB8197;                    North         East    Units  Estimated Accuracy
 AB8197;SPC MI N     -   202,370.    8,133,830.      MT  (+/- 180 meters Scaled)
 AB8197
 AB8197                          SUPERSEDED SURVEY CONTROL
 AB8197
 AB8197.No superseded survey control is available for this station.
 AB8197
 AB8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS338611(NAD 83)
 AB8197_MARKER: I = METAL ROD
 AB8197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8197_STAMPING: E 346 1996
 AB8197_MARK LOGO: NGS   
 AB8197_PROJECTION: FLUSH
 AB8197_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8197+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 AB8197_ROD/PIPE-DEPTH: 8.0  meters
 AB8197
 AB8197  HISTORY     - Date     Condition        Report By
 AB8197  HISTORY     - 1996     MONUMENTED       NGS
 AB8197  HISTORY     - 20040825 GOOD             USPSQD
 AB8197  HISTORY     - 20050902 GOOD             USPSQD
 AB8197
 AB8197                          STATION DESCRIPTION
 AB8197
 AB8197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8197'21.3 KM (13.25 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8197'OF WHITEFISH ROAD IN PARADISE, 13.7 M (44.9 FT) SOUTHWEST OF THE
 AB8197'CENTER OF A DRIVEWAY LEADING TO A PICNIC AREA, 12.2 M (40.0 FT)
 AB8197'NORTHWEST OF THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 AB8197'THE HIGHWAY, AND 0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.
 AB8197'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8197
 AB8197                          STATION RECOVERY (2004)
 AB8197
 AB8197'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8197'RECOVERED IN GOOD CONDITION.
 AB8197
 AB8197                          STATION RECOVERY (2005)
 AB8197
 AB8197'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6030 ***********************************************************************
 AC6030  DESIGNATION -  E 347
 AC6030  PID         -  AC6030
 AC6030  STATE/COUNTY-  MI/KEWEENAW
 AC6030  USGS QUAD   -  DELAWARE (1997)
 AC6030
 AC6030                         *CURRENT SURVEY CONTROL
 AC6030  ___________________________________________________________________
 AC6030* NAD 83(1986)-  47 25 29.     (N)    088 06 55.     (W)     SCALED    
 AC6030* NAVD 88     -       368.423  (meters)    1208.73   (feet)  ADJUSTED  
 AC6030  ___________________________________________________________________
 AC6030  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 AC6030  DYNAMIC HT  -         368.484 (meters)    1208.93  (feet)  COMP
 AC6030  MODELED GRAV-     980,765.2   (mgal)                       NAVD 88
 AC6030
 AC6030  VERT ORDER  -  SECOND    CLASS I
 AC6030
 AC6030.The horizontal coordinates were scaled from a topographic map and have
 AC6030.an estimated accuracy of +/- 6 seconds.
 AC6030
 AC6030.The orthometric height was determined by differential leveling
 AC6030.and adjusted by the National Geodetic Survey in March 1997..
 AC6030
 AC6030.The geoid height was determined by GEOID03.
 AC6030
 AC6030.The dynamic height is computed by dividing the NAVD 88
 AC6030.geopotential number by the normal gravity value computed on the
 AC6030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6030.degrees latitude (g = 980.6199 gals.).
 AC6030
 AC6030.The modeled gravity was interpolated from observed gravity values.
 AC6030
 AC6030;                    North         East    Units  Estimated Accuracy
 AC6030;SPC MI N     -   294,190.    7,915,850.      MT  (+/- 180 meters Scaled)
 AC6030
 AC6030                          SUPERSEDED SURVEY CONTROL
 AC6030
 AC6030.No superseded survey control is available for this station.
 AC6030
 AC6030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT158529(NAD 83)
 AC6030_MARKER: DV = VERTICAL CONTROL DISK
 AC6030_SETTING: 66 = SET IN ROCK OUTCROP
 AC6030_STAMPING: E 347 1996
 AC6030_MARK LOGO: NGS   
 AC6030_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC6030+STABILITY: POSITION/ELEVATION WELL
 AC6030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC6030+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC6030
 AC6030  HISTORY     - Date     Condition        Report By
 AC6030  HISTORY     - 1996     MONUMENTED       NGS
 AC6030  HISTORY     - 20010913 GOOD             USPSQD
 AC6030  HISTORY     - 20031013 GOOD             GEOCAC
 AC6030
 AC6030                          STATION DESCRIPTION
 AC6030
 AC6030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC6030'1.5 KM (0.95 MI) SOUTHERLY ALONG BROCKWAY MOUNTAIN DRIVE FROM THE
 AC6030'JUNCTION OF STATE HIGHWAY 26 IN EAGLE HARBOR, THENCE 4.7 KM (2.90 MI)
 AC6030'SOUTHEASTERLY ALONG DELAWARE CUTOFF, IN A LEDGE NEAR THE BOTTOM OF A
 AC6030'12 BY 30-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 7.9 M (25.9
 AC6030'FT) EAST OF THE ROAD CENTER, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST,
 AC6030'AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AC6030
 AC6030                          STATION RECOVERY (2001)
 AC6030
 AC6030'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC6030'RECOVERED IN GOOD CONDITION.
 AC6030
 AC6030                          STATION RECOVERY (2003)
 AC6030
 AC6030'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC6030'NAD 83(1986)-  47 25 28.9 (N) -   088 06 55.4 (W) HANDHELD GPS
 AC6030' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0075 ***********************************************************************
 PK0075  DESIGNATION -  E 35
 PK0075  PID         -  PK0075
 PK0075  STATE/COUNTY-  MI/IOSCO
 PK0075  USGS QUAD   -  NATIONAL CITY (1976)
 PK0075
 PK0075                         *CURRENT SURVEY CONTROL
 PK0075  ___________________________________________________________________
 PK0075* NAD 83(1986)-  44 14 01.     (N)    083 43 12.     (W)     SCALED    
 PK0075* NAVD 88     -       205.107  (meters)     672.92   (feet)  ADJUSTED  
 PK0075  ___________________________________________________________________
 PK0075  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PK0075  DYNAMIC HT  -         205.077 (meters)     672.82  (feet)  COMP
 PK0075  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PK0075
 PK0075  VERT ORDER  -  FIRST     CLASS II
 PK0075
 PK0075.The horizontal coordinates were scaled from a topographic map and have
 PK0075.an estimated accuracy of +/- 6 seconds.
 PK0075
 PK0075.The orthometric height was determined by differential leveling
 PK0075.and adjusted by the National Geodetic Survey in June 1991..
 PK0075
 PK0075.The geoid height was determined by GEOID03.
 PK0075
 PK0075.The dynamic height is computed by dividing the NAVD 88
 PK0075.geopotential number by the normal gravity value computed on the
 PK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0075.degrees latitude (g = 980.6199 gals.).
 PK0075
 PK0075.The modeled gravity was interpolated from observed gravity values.
 PK0075
 PK0075;                    North         East    Units  Estimated Accuracy
 PK0075;SPC MI C     -   102,100.    6,051,660.      MT  (+/- 180 meters Scaled)
 PK0075
 PK0075                          SUPERSEDED SURVEY CONTROL
 PK0075
 PK0075  NGVD 29 (??/??/92)  205.289  (m)          673.52   (f) ADJ UNCH    1 2
 PK0075
 PK0075.Superseded values are not recommended for survey control.
 PK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0075.See file dsdata.txt to determine how the superseded data were derived.
 PK0075
 PK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK827014(NAD 83)
 PK0075_MARKER: DB = BENCH MARK DISK
 PK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0075_STAMPING: E 35 1934
 PK0075_MARK LOGO: CGS   
 PK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0075+STABILITY: SURFACE MOTION
 PK0075
 PK0075  HISTORY     - Date     Condition        Report By
 PK0075  HISTORY     - 1934     MONUMENTED       CGS
 PK0075  HISTORY     - 1955     GOOD             NGS
 PK0075  HISTORY     - 1983     GOOD             NGS
 PK0075  HISTORY     - 1988     GOOD             USPSQD
 PK0075  HISTORY     - 20060114 MARK NOT FOUND   USPSQD
 PK0075
 PK0075                          STATION DESCRIPTION
 PK0075
 PK0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PK0075'AT NATIONAL CITY.
 PK0075'AT NATIONAL CITY, IOSCO COUNTY, 74 FEET SOUTH AND 26 FEET EAST
 PK0075'OF SOUTHWEST CORNER OF THE DETROIT AND MACKINAC RAILWAY STATION,
 PK0075'0.1 MILE WEST OF MILEPOST 47, 27 FEET NORTH AND 110 FEET WEST OF
 PK0075'THE NORTHWEST CORNER OF A TWO-STORY HOUSE IN A GROVE OF TREES,
 PK0075'42-1/2 FEET SOUTH OF THE SOUTH RAIL, 4 FEET NORTH OF A FENCE.
 PK0075'A STANDARD DISK, STAMPED E 35 1934 AND SET IN THE TOP OF A
 PK0075'CONCRETE POST FLUSH WITH GROUND.
 PK0075
 PK0075                          STATION RECOVERY (1983)
 PK0075
 PK0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0075'RECOVERED THIS DATE.  NOTE, ALSO 0.4 KM (0.25 MI) WEST ALONG
 PK0075'WHITTEMORE ROAD FROM THE POST OFFICE IN NATIONAL CITY.
 PK0075'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 PK0075
 PK0075                          STATION RECOVERY (1988)
 PK0075
 PK0075'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0075'RECOVERED IN GOOD CONDITION.
 PK0075
 PK0075                          STATION RECOVERY (2006)
 PK0075
 PK0075'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0075'THE RAILROAD TRACKS HAVE BEEN RE-ROUTED SOUTH OF THE DESCRIBED
 PK0075'LOCATION.  THE RAILWAY STATION HAS BEEN TORN DOWN AND NO WITNESS POST
 PK0075'EXISTS AS THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0037 ***********************************************************************
 PK0037  DESIGNATION -  E 36
 PK0037  PID         -  PK0037
 PK0037  STATE/COUNTY-  MI/ALPENA
 PK0037  USGS QUAD   -  OSSINEKE (1971)
 PK0037
 PK0037                         *CURRENT SURVEY CONTROL
 PK0037  ___________________________________________________________________
 PK0037* NAD 83(1986)-  44 55 26.     (N)    083 26 11.     (W)     SCALED    
 PK0037* NAVD 88     -       186.092  (meters)     610.54   (feet)  ADJUSTED  
 PK0037  ___________________________________________________________________
 PK0037  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PK0037  DYNAMIC HT  -         186.078 (meters)     610.49  (feet)  COMP
 PK0037  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 PK0037
 PK0037  VERT ORDER  -  FIRST     CLASS II
 PK0037
 PK0037.The horizontal coordinates were scaled from a topographic map and have
 PK0037.an estimated accuracy of +/- 6 seconds.
 PK0037
 PK0037.The orthometric height was determined by differential leveling
 PK0037.and adjusted by the National Geodetic Survey in June 1991..
 PK0037
 PK0037.The geoid height was determined by GEOID03.
 PK0037
 PK0037.The dynamic height is computed by dividing the NAVD 88
 PK0037.geopotential number by the normal gravity value computed on the
 PK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0037.degrees latitude (g = 980.6199 gals.).
 PK0037
 PK0037.The modeled gravity was interpolated from observed gravity values.
 PK0037
 PK0037;                    North         East    Units  Estimated Accuracy
 PK0037;SPC MI C     -   179,020.    6,073,440.      MT  (+/- 180 meters Scaled)
 PK0037
 PK0037                          SUPERSEDED SURVEY CONTROL
 PK0037
 PK0037  NGVD 29 (??/??/92)  186.268  (m)          611.11   (f) ADJ UNCH    1 2
 PK0037
 PK0037.Superseded values are not recommended for survey control.
 PK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0037.See file dsdata.txt to determine how the superseded data were derived.
 PK0037
 PK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK077773(NAD 83)
 PK0037_MARKER: DB = BENCH MARK DISK
 PK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0037_STAMPING: E 36 1934
 PK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0037+STABILITY: SURFACE MOTION
 PK0037
 PK0037  HISTORY     - Date     Condition        Report By
 PK0037  HISTORY     - 1934     MONUMENTED       CGS
 PK0037  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0037  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 PK0037
 PK0037                          STATION DESCRIPTION
 PK0037
 PK0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0037'0.4 MI N FROM OSSINEKE.
 PK0037'0.4 MILE NORTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0037'STATION AT OSSINEKE, ALPENA COUNTY, 77 FEET NORTH OF THE NORTH
 PK0037'EDGE OF THE CONCRETE PAVEMENT OF U.S. HIGHWAY 23, 44 FEET EAST
 PK0037'OF THE EAST RAIL, 2.5 FEET SOUTH OF A WIRE FENCE, AND ABOUT
 PK0037'4 FEET LOWER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 PK0037'E 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0037
 PK0037                          STATION RECOVERY (1983)
 PK0037
 PK0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0037'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS BUILT.
 PK0037
 PK0037                          STATION RECOVERY (1999)
 PK0037
 PK0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0056 ***********************************************************************
 QK0056  DESIGNATION -  E 37
 QK0056  PID         -  QK0056
 QK0056  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0056  USGS QUAD   -  MILLERSBURG (1986)
 QK0056
 QK0056                         *CURRENT SURVEY CONTROL
 QK0056  ___________________________________________________________________
 QK0056* NAD 83(1986)-  45 19 34.     (N)    084 05 47.     (W)     SCALED    
 QK0056* NAVD 88     -       240.299  (meters)     788.38   (feet)  POSTED    
 QK0056  ___________________________________________________________________
 QK0056  GEOID HEIGHT-         -36.26  (meters)                     GEOID03
 QK0056  DYNAMIC HT  -         240.280 (meters)     788.32  (feet)  COMP
 QK0056  MODELED GRAV-     980,550.3   (mgal)                       NAVD 88
 QK0056
 QK0056  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QK0056
 QK0056.The horizontal coordinates were scaled from a topographic map and have
 QK0056.an estimated accuracy of +/- 6 seconds.
 QK0056
 QK0056.The orthometric height was determined by differential leveling
 QK0056.and adjusted by the National Geodetic Survey in 1992..
 QK0056.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QK0056.rate of 0.0 thru 1.0 mm/km.
 QK0056
 QK0056.The geoid height was determined by GEOID03.
 QK0056
 QK0056.The dynamic height is computed by dividing the NAVD 88
 QK0056.geopotential number by the normal gravity value computed on the
 QK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0056.degrees latitude (g = 980.6199 gals.).
 QK0056
 QK0056.The modeled gravity was interpolated from observed gravity values.
 QK0056
 QK0056;                    North         East    Units  Estimated Accuracy
 QK0056;SPC MI C     -   223,330.    6,021,190.      MT  (+/- 180 meters Scaled)
 QK0056
 QK0056                          SUPERSEDED SURVEY CONTROL
 QK0056
 QK0056  NGVD 29 (??/??/92)  240.347  (m)          788.54   (f) ADJ UNCH    1 2
 QK0056
 QK0056.Superseded values are not recommended for survey control.
 QK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0056.See file dsdata.txt to determine how the superseded data were derived.
 QK0056
 QK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR275232(NAD 83)
 QK0056_MARKER: DB = BENCH MARK DISK
 QK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0056_STAMPING: E 37 1934
 QK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0056+STABILITY: SURFACE MOTION
 QK0056
 QK0056  HISTORY     - Date     Condition        Report By
 QK0056  HISTORY     - 1934     MONUMENTED       CGS
 QK0056  HISTORY     - 1982     MARK NOT FOUND   USGS
 QK0056  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0056
 QK0056                          STATION DESCRIPTION
 QK0056
 QK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0056'1.9 MI W FROM MILLERSBURG.
 QK0056'1.9 MILES WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 QK0056'STATION AT MILLERSBURG, PRESQUE ISLE COUNTY, 40 YARDS SOUTHEAST
 QK0056'OF MILEPOST 162, AT A ROAD CROSSING, 14 YARDS WEST OF THE
 QK0056'CENTERLINE OF THE ROAD, 15 YARDS SOUTH OF THE SOUTH RAIL, AND
 QK0056'1 YARD NORTH OF A FENCE.  A STANDARD DISK, STAMPED E 37 1934
 QK0056'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 QK0056'GROUND.
 QK0056
 QK0056                          STATION RECOVERY (1982)
 QK0056
 QK0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QK0056'MARK NOT FOUND.
 QK0056
 QK0056                          STATION RECOVERY (2001)
 QK0056
 QK0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0183 ***********************************************************************
 OJ0183  DESIGNATION -  E 39
 OJ0183  PID         -  OJ0183
 OJ0183  STATE/COUNTY-  MI/HURON
 OJ0183  USGS QUAD   -  RUTH (1976)
 OJ0183
 OJ0183                         *CURRENT SURVEY CONTROL
 OJ0183  ___________________________________________________________________
 OJ0183* NAD 83(1986)-  43 42 58.     (N)    082 44 19.     (W)     SCALED    
 OJ0183* NAVD 88     -       229.708  (meters)     753.63   (feet)  ADJUSTED  
 OJ0183  ___________________________________________________________________
 OJ0183  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ0183  DYNAMIC HT  -         229.664 (meters)     753.49  (feet)  COMP
 OJ0183  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 OJ0183
 OJ0183  VERT ORDER  -  SECOND    CLASS 0
 OJ0183
 OJ0183.The horizontal coordinates were scaled from a topographic map and have
 OJ0183.an estimated accuracy of +/- 6 seconds.
 OJ0183
 OJ0183.The orthometric height was determined by differential leveling
 OJ0183.and adjusted by the National Geodetic Survey in June 1991..
 OJ0183
 OJ0183.The geoid height was determined by GEOID03.
 OJ0183
 OJ0183.The dynamic height is computed by dividing the NAVD 88
 OJ0183.geopotential number by the normal gravity value computed on the
 OJ0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0183.degrees latitude (g = 980.6199 gals.).
 OJ0183
 OJ0183.The modeled gravity was interpolated from observed gravity values.
 OJ0183
 OJ0183;                    North         East    Units  Estimated Accuracy
 OJ0183;SPC MI S     -   247,440.    4,131,200.      MT  (+/- 180 meters Scaled)
 OJ0183
 OJ0183                          SUPERSEDED SURVEY CONTROL
 OJ0183
 OJ0183  NGVD 29 (??/??/92)  229.838  (m)          754.06   (f) ADJ UNCH    2 0
 OJ0183
 OJ0183.Superseded values are not recommended for survey control.
 OJ0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0183.See file dsdata.txt to determine how the superseded data were derived.
 OJ0183
 OJ0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ599418(NAD 83)
 OJ0183_MARKER: DB = BENCH MARK DISK
 OJ0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0183_STAMPING: E 39 1934
 OJ0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0183+STABILITY: SURFACE MOTION
 OJ0183
 OJ0183  HISTORY     - Date     Condition        Report By
 OJ0183  HISTORY     - 1934     MONUMENTED       CGS
 OJ0183  HISTORY     - 1988     GOOD             USPSQD
 OJ0183  HISTORY     - 19991211 POOR             USPSQD
 OJ0183
 OJ0183                          STATION DESCRIPTION
 OJ0183
 OJ0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0183'AT RUTH.
 OJ0183'AT RUTH ON THE PORT AUSTIN DIVISION OF THE PERE MARQUETTE
 OJ0183'RAILROAD, 33 YARDS NORTHWEST OF THE SOUTHWEST CORNER OF STATION,
 OJ0183'32 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF SCALE HOUSE,
 OJ0183'18 YARDS WEST OF THE NORTHWEST CORNER OF STATION, 26.1 FEET
 OJ0183'WEST OF THE WEST RAIL OF MAIN TRACK, 2.5 FEET EAST OF A WIRE
 OJ0183'FENCE, 6 INCHES BELOW TOP OF RAIL, ON TOP OF A CONCRETE POST.
 OJ0183
 OJ0183                          STATION RECOVERY (1988)
 OJ0183
 OJ0183'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0183'RECOVERED IN GOOD CONDITION.
 OJ0183
 OJ0183                          STATION RECOVERY (1999)
 OJ0183
 OJ0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0183'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0012 ***********************************************************************
 OK0012  DESIGNATION -  E 40
 OK0012  PID         -  OK0012
 OK0012  STATE/COUNTY-  MI/MIDLAND
 OK0012  USGS QUAD   -  MIDLAND SOUTH (1973)
 OK0012
 OK0012                         *CURRENT SURVEY CONTROL
 OK0012  ___________________________________________________________________
 OK0012* NAD 83(1986)-  43 35 15.     (N)    084 12 27.     (W)     SCALED    
 OK0012* NAVD 88     -       186.986  (meters)     613.47   (feet)  ADJUSTED  
 OK0012  ___________________________________________________________________
 OK0012  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OK0012  DYNAMIC HT  -         186.948 (meters)     613.35  (feet)  COMP
 OK0012  MODELED GRAV-     980,416.8   (mgal)                       NAVD 88
 OK0012
 OK0012  VERT ORDER  -  SECOND    CLASS 0
 OK0012
 OK0012.The horizontal coordinates were scaled from a topographic map and have
 OK0012.an estimated accuracy of +/- 6 seconds.
 OK0012
 OK0012.The orthometric height was determined by differential leveling
 OK0012.and adjusted by the National Geodetic Survey in June 1991..
 OK0012
 OK0012.The geoid height was determined by GEOID03.
 OK0012
 OK0012.The dynamic height is computed by dividing the NAVD 88
 OK0012.geopotential number by the normal gravity value computed on the
 OK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0012.degrees latitude (g = 980.6199 gals.).
 OK0012
 OK0012.The modeled gravity was interpolated from observed gravity values.
 OK0012
 OK0012;                    North         East    Units  Estimated Accuracy
 OK0012;SPC MI S     -   231,900.    4,012,850.      MT  (+/- 180 meters Scaled)
 OK0012
 OK0012                          SUPERSEDED SURVEY CONTROL
 OK0012
 OK0012  NGVD 29 (??/??/92)  187.165  (m)          614.06   (f) ADJ UNCH    2 0
 OK0012
 OK0012.Superseded values are not recommended for survey control.
 OK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0012.See file dsdata.txt to determine how the superseded data were derived.
 OK0012
 OK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP254298(NAD 83)
 OK0012_MARKER: DB = BENCH MARK DISK
 OK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0012_STAMPING: E 40 1934
 OK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0012+STABILITY: SURFACE MOTION
 OK0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0012+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0012
 OK0012  HISTORY     - Date     Condition        Report By
 OK0012  HISTORY     - 1934     MONUMENTED       CGS
 OK0012  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0012  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0012
 OK0012                          STATION DESCRIPTION
 OK0012
 OK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0012'2.7 MI E FROM MIDLAND.
 OK0012'2.7 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0012'STATION AT MIDLAND, AT A ROAD CROSSING, 42.3 FEET EAST OF THE
 OK0012'CENTERLINE OF U.S. HIGHWAY 10, 26.8 FEET NORTH OF THE NORTH RAIL,
 OK0012'AND ABOUT 4 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0012'STAMPED E 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0012
 OK0012                          STATION RECOVERY (1995)
 OK0012
 OK0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0012'MARK NOT FOUND.
 OK0012
 OK0012                          STATION RECOVERY (2001)
 OK0012
 OK0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0139 ***********************************************************************
 OJ0139  DESIGNATION -  E 41
 OJ0139  PID         -  OJ0139
 OJ0139  STATE/COUNTY-  MI/ST CLAIR
 OJ0139  USGS QUAD   -  CAPAC (1961)
 OJ0139
 OJ0139                         *CURRENT SURVEY CONTROL
 OJ0139  ___________________________________________________________________
 OJ0139* NAD 83(1986)-  43 00 36.     (N)    082 55 49.     (W)     SCALED    
 OJ0139* NAVD 88     -       248.350  (meters)     814.79   (feet)  POSTED    
 OJ0139  ___________________________________________________________________
 OJ0139  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0139  DYNAMIC HT  -         248.280 (meters)     814.57  (feet)  COMP
 OJ0139  MODELED GRAV-     980,348.0   (mgal)                       NAVD 88
 OJ0139
 OJ0139  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0139
 OJ0139.The horizontal coordinates were scaled from a topographic map and have
 OJ0139.an estimated accuracy of +/- 6 seconds.
 OJ0139
 OJ0139.The orthometric height was determined by differential leveling
 OJ0139.and adjusted by the National Geodetic Survey in 1992..
 OJ0139.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0139.rate of 1.1 thru 2.0 mm/km.
 OJ0139
 OJ0139.The geoid height was determined by GEOID03.
 OJ0139
 OJ0139.The dynamic height is computed by dividing the NAVD 88
 OJ0139.geopotential number by the normal gravity value computed on the
 OJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0139.degrees latitude (g = 980.6199 gals.).
 OJ0139
 OJ0139.The modeled gravity was interpolated from observed gravity values.
 OJ0139
 OJ0139;                    North         East    Units  Estimated Accuracy
 OJ0139;SPC MI S     -   168,730.    4,117,090.      MT  (+/- 180 meters Scaled)
 OJ0139
 OJ0139                          SUPERSEDED SURVEY CONTROL
 OJ0139
 OJ0139  NGVD 29 (??/??/92)  248.459  (m)          815.15   (f) ADJ UNCH    2 0
 OJ0139
 OJ0139.Superseded values are not recommended for survey control.
 OJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0139.See file dsdata.txt to determine how the superseded data were derived.
 OJ0139
 OJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH426637(NAD 83)
 OJ0139_MARKER: DB = BENCH MARK DISK
 OJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0139_STAMPING: E 41 1934
 OJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0139+STABILITY: SURFACE MOTION
 OJ0139
 OJ0139  HISTORY     - Date     Condition        Report By
 OJ0139  HISTORY     - 1934     MONUMENTED       CGS
 OJ0139  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0139  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 OJ0139
 OJ0139                          STATION DESCRIPTION
 OJ0139
 OJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0139'AT CAPAC.
 OJ0139'AT CAPAC, ST. CLAIR COUNTY, 27 YARDS WEST OF THE NORTHWEST
 OJ0139'CORNER OF THE GRAND TRUNK WESTERN RAILROAD STATION, 35.8 FEET
 OJ0139'NORTH OF THE NORTH RAIL, 2.3 FEET SOUTH OF THE SOUTHEAST CORNER
 OJ0139'OF A SCALE HOUSE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OJ0139'DISK, STAMPED E 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0139
 OJ0139                          STATION RECOVERY (1977)
 OJ0139
 OJ0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0139'MARK NOT FOUND.
 OJ0139
 OJ0139                          STATION RECOVERY (1988)
 OJ0139
 OJ0139'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 OJ0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0788 ***********************************************************************
 NE0788  DESIGNATION -  E 42
 NE0788  PID         -  NE0788
 NE0788  STATE/COUNTY-  MI/SHIAWASSEE
 NE0788  USGS QUAD   -  DURAND (1975)
 NE0788
 NE0788                         *CURRENT SURVEY CONTROL
 NE0788  ___________________________________________________________________
 NE0788* NAD 83(1986)-  42 54 34.     (N)    083 58 58.     (W)     SCALED    
 NE0788* NAVD 88     -       242.537  (meters)     795.72   (feet)  ADJUSTED  
 NE0788  ___________________________________________________________________
 NE0788  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NE0788  DYNAMIC HT  -         242.477 (meters)     795.53  (feet)  COMP
 NE0788  MODELED GRAV-     980,368.4   (mgal)                       NAVD 88
 NE0788
 NE0788  VERT ORDER  -  SECOND    CLASS 0
 NE0788
 NE0788.The horizontal coordinates were scaled from a topographic map and have
 NE0788.an estimated accuracy of +/- 6 seconds.
 NE0788
 NE0788.The orthometric height was determined by differential leveling
 NE0788.and adjusted by the National Geodetic Survey in June 1991..
 NE0788
 NE0788.The geoid height was determined by GEOID03.
 NE0788
 NE0788.The dynamic height is computed by dividing the NAVD 88
 NE0788.geopotential number by the normal gravity value computed on the
 NE0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0788.degrees latitude (g = 980.6199 gals.).
 NE0788
 NE0788.The modeled gravity was interpolated from observed gravity values.
 NE0788
 NE0788;                    North         East    Units  Estimated Accuracy
 NE0788;SPC MI S     -   156,630.    4,031,350.      MT  (+/- 180 meters Scaled)
 NE0788
 NE0788                          SUPERSEDED SURVEY CONTROL
 NE0788
 NE0788  NGVD 29 (??/??/92)  242.672  (m)          796.17   (f) ADJ UNCH    2 0
 NE0788
 NE0788.Superseded values are not recommended for survey control.
 NE0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0788.See file dsdata.txt to determine how the superseded data were derived.
 NE0788
 NE0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH565550(NAD 83)
 NE0788_MARKER: DB = BENCH MARK DISK
 NE0788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0788_SP_SET: TICKET OFFICE WINDOW
 NE0788_STAMPING: E 42 1934
 NE0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0788
 NE0788  HISTORY     - Date     Condition        Report By
 NE0788  HISTORY     - 1934     MONUMENTED       CGS
 NE0788  HISTORY     - 1934     GOOD             NGS
 NE0788  HISTORY     - 19950802 MARK NOT FOUND   USPSQD
 NE0788
 NE0788                          STATION DESCRIPTION
 NE0788
 NE0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0788'AT DURAND.
 NE0788'AT DURAND, SHIAWASSEE COUNTY, IN THE NORTH FACE OF THE GRAND
 NE0788'TRUNK WESTERN RAILWAY PASSENGER STATION, DIRECTLY BENEATH THE
 NE0788'CENTER TICKET OFFICE WINDOW, 4.4 FEET WEST OF THE NORTHWEST
 NE0788'CORNER OF THE BUILDING, IN THE SECOND MASONRY COURSE ABOVE
 NE0788'THE PLATFORM, AND ABOUT 1.1 FEET ABOVE THE PLATFORM.  A STANDARD
 NE0788'DISK, STAMPED E 42 1934.
 NE0788
 NE0788                          STATION RECOVERY (1995)
 NE0788
 NE0788'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0769 ***********************************************************************
 NE0769  DESIGNATION -  E 43
 NE0769  PID         -  NE0769
 NE0769  STATE/COUNTY-  MI/OAKLAND
 NE0769  USGS QUAD   -  DAVISBURG (1983)
 NE0769
 NE0769                         *CURRENT SURVEY CONTROL
 NE0769  ___________________________________________________________________
 NE0769* NAD 83(1986)-  42 45 05.     (N)    083 31 39.     (W)     SCALED    
 NE0769* NAVD 88     -       297.788  (meters)     976.99   (feet)  ADJUSTED  
 NE0769  ___________________________________________________________________
 NE0769  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 NE0769  DYNAMIC HT  -         297.698 (meters)     976.70  (feet)  COMP
 NE0769  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 NE0769
 NE0769  VERT ORDER  -  SECOND    CLASS 0
 NE0769
 NE0769.The horizontal coordinates were scaled from a topographic map and have
 NE0769.an estimated accuracy of +/- 6 seconds.
 NE0769
 NE0769.The orthometric height was determined by differential leveling
 NE0769.and adjusted by the National Geodetic Survey in June 1991..
 NE0769
 NE0769.The geoid height was determined by GEOID03.
 NE0769
 NE0769.The dynamic height is computed by dividing the NAVD 88
 NE0769.geopotential number by the normal gravity value computed on the
 NE0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0769.degrees latitude (g = 980.6199 gals.).
 NE0769
 NE0769.The modeled gravity was interpolated from observed gravity values.
 NE0769
 NE0769;                    North         East    Units  Estimated Accuracy
 NE0769;SPC MI S     -   139,340.    4,068,690.      MT  (+/- 180 meters Scaled)
 NE0769
 NE0769                          SUPERSEDED SURVEY CONTROL
 NE0769
 NE0769  NGVD 29 (??/??/92)  297.882  (m)          977.30   (f) ADJ UNCH    2 0
 NE0769
 NE0769.Superseded values are not recommended for survey control.
 NE0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0769.See file dsdata.txt to determine how the superseded data were derived.
 NE0769
 NE0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH931363(NAD 83)
 NE0769_MARKER: DB = BENCH MARK DISK
 NE0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0769_STAMPING: E 43 1934
 NE0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0769+STABILITY: SURFACE MOTION
 NE0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0769+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0769
 NE0769  HISTORY     - Date     Condition        Report By
 NE0769  HISTORY     - 1934     MONUMENTED       CGS
 NE0769  HISTORY     - 20060310 GOOD             INDIV
 NE0769
 NE0769                          STATION DESCRIPTION
 NE0769
 NE0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0769'2.3 MI NW FROM ANDERSONVILLE.
 NE0769'2.3 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0769'THE STATION AT ANDERSONVILLE, OAKLAND COUNTY, 0.9 MILE NORTHWEST
 NE0769'OF MILEPOST D 40, AT THE EAST QUADRANT OF A ROAD CROSSING, 58.5
 NE0769'FEET EAST OF THE CENTER OF THE CROSSING, AND 55.7 FEET NORTHEAST
 NE0769'OF THE NORTHEAST RAIL.  A STANDARD DISK, STAMPED E 43 1934 AND
 NE0769'SET IN THE TOP OF A CONCRETE POST.
 NE0769
 NE0769                          STATION RECOVERY (2006)
 NE0769
 NE0769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0769'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0152 ***********************************************************************
 RJ0152  DESIGNATION -  E 44
 RJ0152  PID         -  RJ0152
 RJ0152  STATE/COUNTY-  MI/CHIPPEWA
 RJ0152  USGS QUAD   -  SHALLOWS (1975)
 RJ0152
 RJ0152                         *CURRENT SURVEY CONTROL
 RJ0152  ___________________________________________________________________
 RJ0152* NAD 83(1986)-  46 29 20.     (N)    084 23 24.     (W)     SCALED    
 RJ0152* NAVD 88     -       195.790  (meters)     642.35   (feet)  ADJUSTED  
 RJ0152  ___________________________________________________________________
 RJ0152  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ0152  DYNAMIC HT  -         195.801 (meters)     642.39  (feet)  COMP
 RJ0152  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RJ0152
 RJ0152  VERT ORDER  -  FIRST     CLASS II
 RJ0152
 RJ0152.The horizontal coordinates were scaled from a topographic map and have
 RJ0152.an estimated accuracy of +/- 6 seconds.
 RJ0152
 RJ0152.The orthometric height was determined by differential leveling
 RJ0152.and adjusted by the National Geodetic Survey in June 1991..
 RJ0152
 RJ0152.The geoid height was determined by GEOID03.
 RJ0152
 RJ0152.The dynamic height is computed by dividing the NAVD 88
 RJ0152.geopotential number by the normal gravity value computed on the
 RJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0152.degrees latitude (g = 980.6199 gals.).
 RJ0152
 RJ0152.The modeled gravity was interpolated from observed gravity values.
 RJ0152
 RJ0152;                    North         East    Units  Estimated Accuracy
 RJ0152;SPC MI N     -   192,860.    8,200,340.      MT  (+/- 180 meters Scaled)
 RJ0152
 RJ0152                          SUPERSEDED SURVEY CONTROL
 RJ0152
 RJ0152  NGVD 29 (??/??/92)  195.749  (m)          642.22   (f) ADJ UNCH    1 2
 RJ0152
 RJ0152.Superseded values are not recommended for survey control.
 RJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0152.See file dsdata.txt to determine how the superseded data were derived.
 RJ0152
 RJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS003516(NAD 83)
 RJ0152_MARKER: DB = BENCH MARK DISK
 RJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0152_STAMPING: 642.279 E 44 1934
 RJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0152+STABILITY: SURFACE MOTION
 RJ0152
 RJ0152  HISTORY     - Date     Condition        Report By
 RJ0152  HISTORY     - 1934     MONUMENTED       CGS
 RJ0152  HISTORY     - 1944     GOOD             NGS
 RJ0152  HISTORY     - 1966     MARK NOT FOUND   NGS
 RJ0152
 RJ0152                          STATION DESCRIPTION
 RJ0152
 RJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 RJ0152'1.9 MI SW FROM SAULT STE MARIE.
 RJ0152'1.9 MILES SOUTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0152'RAILROAD FROM THE STATION AT SAULT STE. MARIE, CHIPPEWA COUNTY,
 RJ0152'120 FEET WEST OF A ROAD CROSSING, 15 RAILS WEST OF A TANNERY,
 RJ0152'24 FEET NORTH OF THE SWITCH TRACK, AND 12 FEET EAST OF THE
 RJ0152'RAILROAD SCALES.  A STANDARD DISK, STAMPED 642.279 E 44 1934 AND
 RJ0152'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DESCRIBED SITE
 RJ0152'IS COVERED WITH HEAPS OF SCRAP METAL AS PAST OF A JUNK YARD.
 RJ0152
 RJ0152                          STATION RECOVERY (1966)
 RJ0152
 RJ0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 RJ0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0333 ***********************************************************************
 RJ0333  DESIGNATION -  E 45
 RJ0333  PID         -  RJ0333
 RJ0333  STATE/COUNTY-  MI/LUCE
 RJ0333  USGS QUAD   -  HULBERT (1975)
 RJ0333
 RJ0333                         *CURRENT SURVEY CONTROL
 RJ0333  ___________________________________________________________________
 RJ0333* NAD 83(1986)-  46 20 08.     (N)    085 14 57.     (W)     SCALED    
 RJ0333* NAVD 88     -       216.713  (meters)     711.00   (feet)  ADJUSTED  
 RJ0333  ___________________________________________________________________
 RJ0333  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 RJ0333  DYNAMIC HT  -         216.729 (meters)     711.05  (feet)  COMP
 RJ0333  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 RJ0333
 RJ0333  VERT ORDER  -  FIRST     CLASS II
 RJ0333
 RJ0333.The horizontal coordinates were scaled from a topographic map and have
 RJ0333.an estimated accuracy of +/- 6 seconds.
 RJ0333
 RJ0333.The orthometric height was determined by differential leveling
 RJ0333.and adjusted by the National Geodetic Survey in June 1991..
 RJ0333
 RJ0333.The geoid height was determined by GEOID03.
 RJ0333
 RJ0333.The dynamic height is computed by dividing the NAVD 88
 RJ0333.geopotential number by the normal gravity value computed on the
 RJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0333.degrees latitude (g = 980.6199 gals.).
 RJ0333
 RJ0333.The modeled gravity was interpolated from observed gravity values.
 RJ0333
 RJ0333;                    North         East    Units  Estimated Accuracy
 RJ0333;SPC MI N     -   174,010.    8,134,780.      MT  (+/- 180 meters Scaled)
 RJ0333
 RJ0333                          SUPERSEDED SURVEY CONTROL
 RJ0333
 RJ0333  NGVD 29 (??/??/92)  216.707  (m)          710.98   (f) ADJ UNCH    1 2
 RJ0333
 RJ0333.Superseded values are not recommended for survey control.
 RJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0333.See file dsdata.txt to determine how the superseded data were derived.
 RJ0333
 RJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS347328(NAD 83)
 RJ0333_MARKER: DB = BENCH MARK DISK
 RJ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0333_STAMPING: E 45 1934
 RJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0333+STABILITY: SURFACE MOTION
 RJ0333
 RJ0333  HISTORY     - Date     Condition        Report By
 RJ0333  HISTORY     - 1934     MONUMENTED       CGS
 RJ0333  HISTORY     - 1935     GOOD             NGS
 RJ0333
 RJ0333                          STATION DESCRIPTION
 RJ0333
 RJ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0333'0.5 MI E FROM SOO JUNCTION.
 RJ0333'0.5 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0333'FROM SOO JUNCTION, LUCE COUNTY, 10 FEET NORTHWEST OF MILEPOST
 RJ0333'46, AND 40 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED
 RJ0333'E 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0037 ***********************************************************************
 RK0037  DESIGNATION -  E 46
 RK0037  PID         -  RK0037
 RK0037  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0037  USGS QUAD   -  DRIGGS LAKE SE (1972)
 RK0037
 RK0037                         *CURRENT SURVEY CONTROL
 RK0037  ___________________________________________________________________
 RK0037* NAD 83(1986)-  46 20 42.     (N)    086 04 31.     (W)     SCALED    
 RK0037* NAVD 88     -       231.420  (meters)     759.25   (feet)  ADJUSTED  
 RK0037  ___________________________________________________________________
 RK0037  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 RK0037  DYNAMIC HT  -         231.435 (meters)     759.30  (feet)  COMP
 RK0037  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 RK0037
 RK0037  VERT ORDER  -  FIRST     CLASS II
 RK0037
 RK0037.The horizontal coordinates were scaled from a topographic map and have
 RK0037.an estimated accuracy of +/- 6 seconds.
 RK0037
 RK0037.The orthometric height was determined by differential leveling
 RK0037.and adjusted by the National Geodetic Survey in June 1991..
 RK0037
 RK0037.The geoid height was determined by GEOID03.
 RK0037
 RK0037.The dynamic height is computed by dividing the NAVD 88
 RK0037.geopotential number by the normal gravity value computed on the
 RK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0037.degrees latitude (g = 980.6199 gals.).
 RK0037
 RK0037.The modeled gravity was interpolated from observed gravity values.
 RK0037
 RK0037;                    North         East    Units  Estimated Accuracy
 RK0037;SPC MI N     -   173,990.    8,071,180.      MT  (+/- 180 meters Scaled)
 RK0037
 RK0037                          SUPERSEDED SURVEY CONTROL
 RK0037
 RK0037  NGVD 29 (??/??/92)  231.385  (m)          759.14   (f) ADJ UNCH    1 2
 RK0037
 RK0037.Superseded values are not recommended for survey control.
 RK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0037.See file dsdata.txt to determine how the superseded data were derived.
 RK0037
 RK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES711327(NAD 83)
 RK0037_MARKER: DB = BENCH MARK DISK
 RK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0037_STAMPING: E 46 1934
 RK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0037+STABILITY: SURFACE MOTION
 RK0037
 RK0037  HISTORY     - Date     Condition        Report By
 RK0037  HISTORY     - 1934     MONUMENTED       CGS
 RK0037  HISTORY     - 1935     GOOD             NGS
 RK0037
 RK0037                          STATION DESCRIPTION
 RK0037
 RK0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0037'6 MI W FROM SENEY.
 RK0037'6.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0037'FROM SENEY, SCHOOLCRAFT COUNTY, 7-1/2 RAILS WEST OF CULVERT
 RK0037'85.74, 70 FEET WEST OF POLE 3175, 35 FEET SOUTH OF THE CENTERLINE
 RK0037'OF STATE HIGHWAY 28, AND 30 FEET NORTH OF THE CENTERLINE OF THE
 RK0037'TRACK.  A STANDARD DISK, STAMPED E 46 1934 AND SET IN THE TOP OF
 RK0037'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0108 ***********************************************************************
 RK0108  DESIGNATION -  E 47
 RK0108  PID         -  RK0108
 RK0108  STATE/COUNTY-  MI/ALGER
 RK0108  USGS QUAD   -  ROCK RIVER (1985)
 RK0108
 RK0108                         *CURRENT SURVEY CONTROL
 RK0108  ___________________________________________________________________
 RK0108* NAD 83(1986)-  46 27 39.     (N)    086 56 55.     (W)     SCALED    
 RK0108* NAVD 88     -       209.686  (meters)     687.94   (feet)  ADJUSTED  
 RK0108  ___________________________________________________________________
 RK0108  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 RK0108  DYNAMIC HT  -         209.700 (meters)     687.99  (feet)  COMP
 RK0108  MODELED GRAV-     980,674.0   (mgal)                       NAVD 88
 RK0108
 RK0108  VERT ORDER  -  FIRST     CLASS II
 RK0108
 RK0108.The horizontal coordinates were scaled from a topographic map and have
 RK0108.an estimated accuracy of +/- 6 seconds.
 RK0108
 RK0108.The orthometric height was determined by differential leveling
 RK0108.and adjusted by the National Geodetic Survey in June 1991..
 RK0108
 RK0108.The geoid height was determined by GEOID03.
 RK0108
 RK0108.The dynamic height is computed by dividing the NAVD 88
 RK0108.geopotential number by the normal gravity value computed on the
 RK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0108.degrees latitude (g = 980.6199 gals.).
 RK0108
 RK0108.The modeled gravity was interpolated from observed gravity values.
 RK0108
 RK0108;                    North         East    Units  Estimated Accuracy
 RK0108;SPC MI N     -   186,450.    8,003,950.      MT  (+/- 180 meters Scaled)
 RK0108
 RK0108                          SUPERSEDED SURVEY CONTROL
 RK0108
 RK0108  NGVD 29 (??/??/92)  209.656  (m)          687.85   (f) ADJ UNCH    1 2
 RK0108
 RK0108.Superseded values are not recommended for survey control.
 RK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0108.See file dsdata.txt to determine how the superseded data were derived.
 RK0108
 RK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES039452(NAD 83)
 RK0108_MARKER: DB = BENCH MARK DISK
 RK0108_SETTING: 80 = SET IN A BOULDER
 RK0108_SP_SET: BOULDER
 RK0108_STAMPING: E 47 1934
 RK0108_MARK LOGO: CGS   
 RK0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0108+STABILITY: POSITION/ELEVATION WELL
 RK0108
 RK0108  HISTORY     - Date     Condition        Report By
 RK0108  HISTORY     - 1934     MONUMENTED       CGS
 RK0108  HISTORY     - 1935     GOOD             NGS
 RK0108  HISTORY     - 19920622 GOOD             LOCENG
 RK0108  HISTORY     - 19960724 GOOD             MI-003
 RK0108  HISTORY     - 19980414 GOOD             NGS
 RK0108
 RK0108                          STATION DESCRIPTION
 RK0108
 RK0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0108'1.7 MI W FROM ROCK RIVER.
 RK0108'1.7 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0108'FROM THE STATION AT ROCK RIVER, ALGER COUNTY, 9-1/2 RAILS EAST OF
 RK0108'MILEPOST 131, 35 FEET EAST OF POLE 4861, 20 FEET NORTH OF THE
 RK0108'CENTERLINE OF THE TRACK, IN THE TOP OF A BOULDER, AND 2 FEET
 RK0108'NORTH OF THE SOUTH FACE.  A STANDARD DISK, STAMPED E 47 1934.
 RK0108
 RK0108                          STATION RECOVERY (1992)
 RK0108
 RK0108'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 RK0108'TO REACH STATION FROM CAUTION LIGHT AT INT.  OF HWY M-28 AND
 RK0108'AUTRAIN-FOREST LAKE ROAD, AUTRAIN, MI., WEST ON M-28 FOR 5.0 MILES
 RK0108'(8.0 KM) TO ROCK RIVER RD, SOUTH ON ROCK RIVER RD 0.9 MILE, WEST
 RK0108'(RIGHT) ON THE OLD MUNISING-MARQUETTE RD 1.7 MILES (2.7 KM) TO
 RK0108'STATION, APPROX.  100 FEET (30.5 M) NORTH OF ROAD ON NORTH SIDE OF
 RK0108'RAILROAD TRACKS, IN TOP OF A BOULDER.
 RK0108
 RK0108                          STATION RECOVERY (1996)
 RK0108
 RK0108'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0108'RECOVERED AS DESCRIBED.
 RK0108
 RK0108                          STATION RECOVERY (1998)
 RK0108
 RK0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0108'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0108'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0108'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0108'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0108'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0108'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0055 ***********************************************************************
 RL0055  DESIGNATION -  E 48
 RL0055  PID         -  RL0055
 RL0055  STATE/COUNTY-  MI/BARAGA
 RL0055  USGS QUAD   -  L'ANSE (1985)
 RL0055
 RL0055                         *CURRENT SURVEY CONTROL
 RL0055  ___________________________________________________________________
 RL0055* NAD 83(1986)-  46 46 38.     (N)    088 29 37.     (W)     SCALED    
 RL0055* NAVD 88     -       208.470  (meters)     683.96   (feet)  ADJUSTED  
 RL0055  ___________________________________________________________________
 RL0055  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 RL0055  DYNAMIC HT  -         208.483 (meters)     684.00  (feet)  COMP
 RL0055  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 RL0055
 RL0055  VERT ORDER  -  FIRST     CLASS II
 RL0055
 RL0055.The horizontal coordinates were scaled from a topographic map and have
 RL0055.an estimated accuracy of +/- 6 seconds.
 RL0055
 RL0055.The orthometric height was determined by differential leveling
 RL0055.and adjusted by the National Geodetic Survey in June 1991..
 RL0055
 RL0055.The geoid height was determined by GEOID03.
 RL0055
 RL0055.The dynamic height is computed by dividing the NAVD 88
 RL0055.geopotential number by the normal gravity value computed on the
 RL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0055.degrees latitude (g = 980.6199 gals.).
 RL0055
 RL0055.The modeled gravity was interpolated from observed gravity values.
 RL0055
 RL0055;                    North         East    Units  Estimated Accuracy
 RL0055;SPC MI N     -   222,690.    7,885,940.      MT  (+/- 180 meters Scaled)
 RL0055
 RL0055                          SUPERSEDED SURVEY CONTROL
 RL0055
 RL0055  NGVD 29 (??/??/92)  208.451  (m)          683.89   (f) ADJ UNCH    1 2
 RL0055
 RL0055.Superseded values are not recommended for survey control.
 RL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0055.See file dsdata.txt to determine how the superseded data were derived.
 RL0055
 RL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS859814(NAD 83)
 RL0055_MARKER: DB = BENCH MARK DISK
 RL0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0055_SP_SET: STEP
 RL0055_STAMPING: E 48 1934
 RL0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0055
 RL0055  HISTORY     - Date     Condition        Report By
 RL0055  HISTORY     - 1934     MONUMENTED       CGS
 RL0055  HISTORY     - 1948     GOOD             NGS
 RL0055  HISTORY     - 1981     GOOD             MIDH
 RL0055  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 RL0055  HISTORY     - 20050101 MARK NOT FOUND   GEOCAC
 RL0055
 RL0055                          STATION DESCRIPTION
 RL0055
 RL0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0055'AT BARAGA.
 RL0055'AT BARAGA, AT THE ENTRANCE TO THE GYMNASIUM OF THE HIGH SCHOOL,
 RL0055'SET IN THE TOP OF THE SOUTH END OF THE STEP AT THE ENTRANCE,
 RL0055'5 FEET SOUTH OF THE CENTER OF THE ENTRANCE, 5 FEET WEST OF THE
 RL0055'WEST EDGE OF A CONCRETE WALK, 1 FOOT EAST OF THE DOOR FACING
 RL0055'AND 1 FOOT ABOVE THE GROUND.
 RL0055
 RL0055                          STATION RECOVERY (1981)
 RL0055
 RL0055'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981
 RL0055'RECOVERED IN GOOD CONDITION.
 RL0055
 RL0055                          STATION RECOVERY (1999)
 RL0055
 RL0055'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL0055'MARK NOT FOUND.
 RL0055
 RL0055                          STATION RECOVERY (2005)
 RL0055
 RL0055'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0055'MARK IS DESTROYED.
 RL0055' 
 RL0055'A NEW SCHOOL WAS BUILT CIRCA 1982.  THE OLD BUILDING WAS RAZED SOON
 RL0055'AFTER COMPLETION. ACCORDING TO LOCAL SOURCE, THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0143 ***********************************************************************
 RK0143  DESIGNATION -  E 49
 RK0143  PID         -  RK0143
 RK0143  STATE/COUNTY-  MI/MARQUETTE
 RK0143  USGS QUAD   -  SKANDIA (1985)
 RK0143
 RK0143                         *CURRENT SURVEY CONTROL
 RK0143  ___________________________________________________________________
 RK0143* NAD 83(1986)-  46 29 26.     (N)    087 10 22.     (W)     SCALED    
 RK0143* NAVD 88     -       190.841  (meters)     626.12   (feet)  ADJUSTED  
 RK0143  ___________________________________________________________________
 RK0143  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 RK0143  DYNAMIC HT  -         190.856 (meters)     626.17  (feet)  COMP
 RK0143  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RK0143
 RK0143  VERT ORDER  -  FIRST     CLASS II
 RK0143
 RK0143.The horizontal coordinates were scaled from a topographic map and have
 RK0143.an estimated accuracy of +/- 6 seconds.
 RK0143
 RK0143.The orthometric height was determined by differential leveling
 RK0143.and adjusted by the National Geodetic Survey in June 1991..
 RK0143
 RK0143.The geoid height was determined by GEOID03.
 RK0143
 RK0143.The dynamic height is computed by dividing the NAVD 88
 RK0143.geopotential number by the normal gravity value computed on the
 RK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0143.degrees latitude (g = 980.6199 gals.).
 RK0143
 RK0143.The modeled gravity was interpolated from observed gravity values.
 RK0143
 RK0143;                    North         East    Units  Estimated Accuracy
 RK0143;SPC MI N     -   189,760.    7,986,740.      MT  (+/- 180 meters Scaled)
 RK0143
 RK0143                          SUPERSEDED SURVEY CONTROL
 RK0143
 RK0143  NGVD 29 (??/??/92)  190.817  (m)          626.04   (f) ADJ UNCH    1 2
 RK0143
 RK0143.Superseded values are not recommended for survey control.
 RK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0143.See file dsdata.txt to determine how the superseded data were derived.
 RK0143
 RK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS867485(NAD 83)
 RK0143_MARKER: DB = BENCH MARK DISK
 RK0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0143_STAMPING: E 49 1934
 RK0143_MARK LOGO: CGS   
 RK0143_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0143+STABILITY: SURFACE MOTION
 RK0143
 RK0143  HISTORY     - Date     Condition        Report By
 RK0143  HISTORY     - 1934     MONUMENTED       CGS
 RK0143  HISTORY     - 19980413 GOOD             NGS
 RK0143  HISTORY     - 20060701 GOOD             GEOCAC
 RK0143
 RK0143                          STATION DESCRIPTION
 RK0143
 RK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0143'2.3 MI W FROM SAND RIVER.
 RK0143'2.3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0143'RAILWAY FROM SAND RIVER, MARQUETTE COUNTY, 1/2 RAILS EAST OF
 RK0143'CULVERT 142.32, 6 FEET WEST ACROSS THE TRACK FROM POLE 5276, 30
 RK0143'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET SOUTH AND
 RK0143'3 FEET EAST OF A POLE.  A STANDARD DISK, STAMPED E 49 1934 AND
 RK0143'SET IN THE TOP OF A CONCRETE POST.
 RK0143
 RK0143                          STATION RECOVERY (1998)
 RK0143
 RK0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0143'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0143'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE
 RK0143'CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS DRIVEN BY THE
 RK0143'STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS INTO A RAILS TO
 RK0143'TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY RONALD L. RAMSEY,
 RK0143'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0143
 RK0143                          STATION RECOVERY (2006)
 RK0143
 RK0143'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0704 ***********************************************************************
 RL0704  DESIGNATION -  E 50
 RL0704  PID         -  RL0704
 RL0704  STATE/COUNTY-  MI/ONTONAGON
 RL0704  USGS QUAD   -  
 RL0704
 RL0704                         *CURRENT SURVEY CONTROL
 RL0704  ___________________________________________________________________
 RL0704* NAD 83(1986)-  46 32 08.     (N)    089 18 13.     (W)     SCALED    
 RL0704* NAVD 88     -       359.943  (meters)    1180.91   (feet)  ADJUSTED  
 RL0704  ___________________________________________________________________
 RL0704  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 RL0704  DYNAMIC HT  -         359.957 (meters)    1180.96  (feet)  COMP
 RL0704  MODELED GRAV-     980,641.6   (mgal)                       NAVD 88
 RL0704
 RL0704  VERT ORDER  -  FIRST     CLASS II
 RL0704
 RL0704.The horizontal coordinates were scaled from a topographic map and have
 RL0704.an estimated accuracy of +/- 6 seconds.
 RL0704
 RL0704.The orthometric height was determined by differential leveling
 RL0704.and adjusted by the National Geodetic Survey in June 1991..
 RL0704.WARNING-Repeat measurements at this control monument indicate possible
 RL0704.vertical movement.
 RL0704
 RL0704.The geoid height was determined by GEOID03.
 RL0704
 RL0704.The dynamic height is computed by dividing the NAVD 88
 RL0704.geopotential number by the normal gravity value computed on the
 RL0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0704.degrees latitude (g = 980.6199 gals.).
 RL0704
 RL0704.The modeled gravity was interpolated from observed gravity values.
 RL0704
 RL0704;                    North         East    Units  Estimated Accuracy
 RL0704;SPC MI N     -   197,320.    7,823,320.      MT  (+/- 180 meters Scaled)
 RL0704
 RL0704                          SUPERSEDED SURVEY CONTROL
 RL0704
 RL0704  NGVD 29 (??/??/92)  359.940  (m)         1180.90   (f) ADJ UNCH    1 2
 RL0704
 RL0704.Superseded values are not recommended for survey control.
 RL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0704.See file dsdata.txt to determine how the superseded data were derived.
 RL0704
 RL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS233561(NAD 83)
 RL0704_MARKER: DB = BENCH MARK DISK
 RL0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0704_STAMPING: E 50 1934
 RL0704_MARK LOGO: CGS   
 RL0704_PROJECTION: PROJECTING 15 CENTIMETERS
 RL0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0704+STABILITY: SURFACE MOTION
 RL0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0704+SATELLITE: SATELLITE OBSERVATIONS - March 11, 1999
 RL0704
 RL0704  HISTORY     - Date     Condition        Report By
 RL0704  HISTORY     - 1934     MONUMENTED       CGS
 RL0704  HISTORY     - 1948     GOOD             NGS
 RL0704  HISTORY     - 1985     GOOD             NGS
 RL0704  HISTORY     - 1987     GOOD             USPSQD
 RL0704  HISTORY     - 19930515 GOOD             MIDT
 RL0704  HISTORY     - 19960626 GOOD             USPSQD
 RL0704  HISTORY     - 19990311 GOOD             MIDT
 RL0704  HISTORY     - 20010615 GOOD             USPSQD
 RL0704  HISTORY     - 20040809 GOOD             USPSQD
 RL0704
 RL0704                          STATION DESCRIPTION
 RL0704
 RL0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0704'1 MI W FROM EWEN.
 RL0704'ABOUT 1.0 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0704'RAILWAY FROM THE STATION AT EWEN, AT A NORTH-SOUTH ROAD CROSSING,
 RL0704'71 FEET WEST OF THE CENTER LINE OF THE ROAD, 74 FEET SOUTHWEST
 RL0704'OF THE CENTER OF THE CROSSING, 39 FEET SOUTH OF THE SOUTH RAIL
 RL0704'OF THE TRACK, 8 FEET NORTH OF THE R/W FENCE LINE, 1 FOOT ABOVE
 RL0704'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 RL0704'INCHES.
 RL0704
 RL0704                          STATION RECOVERY (1985)
 RL0704
 RL0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0704'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.8 KM (6.1
 RL0704'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0704'HIGHWAY 45 IN BRUCE CROSSING, 48.6 M (159.4 FT) SOUTHWEST OF THE
 RL0704'CENTERLINE OF THE HIGHWAY, 21.7 M (71.2 FT) WEST OF THE CENTER OF
 RL0704'POLVI ROAD, 11.9 M (39.0 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOO
 RL0704'LINE RAILROAD, AND 2.4 M (7.9 FT) NORTHEAST OF A FENCE.
 RL0704'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 RL0704'THE MARK IS 0.3 M BELOW THE TRACKS.
 RL0704
 RL0704                          STATION RECOVERY (1987)
 RL0704
 RL0704'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0704'RECOVERED IN GOOD CONDITION.
 RL0704
 RL0704                          STATION RECOVERY (1993)
 RL0704
 RL0704'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (BRT)
 RL0704'ABOUT 1.0 MI (1.6 KM) WEST OF EWEN ALONG STATE HIGHWAY M-28 AND ABOUT
 RL0704'160.0 FT (48.8 M) SOUTH OF ROAD.  FROM THE JUNCTION OF THE MAIN STREET
 RL0704'(CEDAR STREET) AND STATE HIGHWAY M-28 IN EWEN, GO WEST ON STATE
 RL0704'HIGHWAY M-28 FOR 1.05 MI (1.69 KM) TO A CROSSROAD SOUTH (POLVI ROAD) .
 RL0704'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 160.0 FT (48.8 M) TO MARK ON
 RL0704'RIGHT, 73.0 FT (22.3 M) WEST-NORTHWEST OF CENTELINE OF GRAVEL ROAD.
 RL0704'STATION IS SET INTO THE TOP OF A 6-INCH SQUARE CONCRETE POST
 RL0704'PROJECTING 8-INCHES ABOVE THE GROUND.  IT IS 73.0 FT (22.3 M)
 RL0704'WEST-NORTHWEST OF THE CENTERLINE OF GRAVEL ROAD, 76.0 FT (23.2 M) WEST
 RL0704'OF INTERSECTION OF GRAVEL ROAD AND OLD RAILROAD GRADE (NOW A
 RL0704'SNOWMOBILE TRAIL) , 42.0 FT (12.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 RL0704'OF OLD RAILROAD GRADE, AND 0.6 FT (18.3 CM) NORTH OF A CARSONITE
 RL0704'WITNESS POST.
 RL0704
 RL0704                          STATION RECOVERY (1996)
 RL0704
 RL0704'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0704'RECOVERED IN GOOD CONDITION.
 RL0704
 RL0704                          STATION RECOVERY (1999)
 RL0704
 RL0704'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 RL0704'RECOVERED IN GOOD CONDITION.
 RL0704
 RL0704                          STATION RECOVERY (2001)
 RL0704
 RL0704'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0704'RECOVERED IN GOOD CONDITION.
 RL0704
 RL0704                          STATION RECOVERY (2004)
 RL0704
 RL0704'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0362 ***********************************************************************
 RJ0362  DESIGNATION -  E 51
 RJ0362  PID         -  RJ0362
 RJ0362  STATE/COUNTY-  MI/CHIPPEWA
 RJ0362  USGS QUAD   -  HULBERT (1975)
 RJ0362
 RJ0362                         *CURRENT SURVEY CONTROL
 RJ0362  ___________________________________________________________________
 RJ0362* NAD 83(1986)-  46 16 26.     (N)    085 10 23.     (W)     SCALED    
 RJ0362* NAVD 88     -       222.931  (meters)     731.40   (feet)  ADJUSTED  
 RJ0362  ___________________________________________________________________
 RJ0362  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 RJ0362  DYNAMIC HT  -         222.947 (meters)     731.45  (feet)  COMP
 RJ0362  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 RJ0362
 RJ0362  VERT ORDER  -  FIRST     CLASS II
 RJ0362
 RJ0362.The horizontal coordinates were scaled from a topographic map and have
 RJ0362.an estimated accuracy of +/- 6 seconds.
 RJ0362
 RJ0362.The orthometric height was determined by differential leveling
 RJ0362.and adjusted by the National Geodetic Survey in June 1991..
 RJ0362
 RJ0362.The geoid height was determined by GEOID03.
 RJ0362
 RJ0362.The dynamic height is computed by dividing the NAVD 88
 RJ0362.geopotential number by the normal gravity value computed on the
 RJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0362.degrees latitude (g = 980.6199 gals.).
 RJ0362
 RJ0362.The modeled gravity was interpolated from observed gravity values.
 RJ0362
 RJ0362;                    North         East    Units  Estimated Accuracy
 RJ0362;SPC MI N     -   167,290.    8,140,800.      MT  (+/- 180 meters Scaled)
 RJ0362
 RJ0362                          SUPERSEDED SURVEY CONTROL
 RJ0362
 RJ0362  NGVD 29 (??/??/92)  222.926  (m)          731.38   (f) ADJ UNCH    1 2
 RJ0362
 RJ0362.Superseded values are not recommended for survey control.
 RJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0362.See file dsdata.txt to determine how the superseded data were derived.
 RJ0362
 RJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS407261(NAD 83)
 RJ0362_MARKER: DB = BENCH MARK DISK
 RJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0362_STAMPING: E 51 1934
 RJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0362+STABILITY: SURFACE MOTION
 RJ0362
 RJ0362  HISTORY     - Date     Condition        Report By
 RJ0362  HISTORY     - 1934     MONUMENTED       CGS
 RJ0362
 RJ0362                          STATION DESCRIPTION
 RJ0362
 RJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0362'6 MI SE FROM SOO JUNCTION.
 RJ0362'IN CHIPPEWA COUNTY, 6.0 MILES SOUTHEAST ALONG THE DULUTH, SOUTH
 RJ0362'SHORE AND ATLANTIC RAILWAY FROM SOO JUNCTION, LUCE COUNTY, 7
 RJ0362'POLES SOUTHEAST OF MILEPOST 37, 7-1/2 RAILS SOUTHEAST OF BRIDGE
 RJ0362'36.87, 50 FEET SOUTHEAST OF AN ABANDONED BROWN SECTION HOUSE,
 RJ0362'30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 20 FEET
 RJ0362'SOUTHWEST OF POLE 1515 E 19.  A STANDARD DISK, STAMPED E 51
 RJ0362'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 RJ0362'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0891 ***********************************************************************
 QK0891  DESIGNATION -  E 52 RESET
 QK0891  PID         -  QK0891
 QK0891  STATE/COUNTY-  MI/MACKINAC
 QK0891  USGS QUAD   -  ST IGNACE (1976)
 QK0891
 QK0891                         *CURRENT SURVEY CONTROL
 QK0891  ___________________________________________________________________
 QK0891* NAD 83(1986)-  45 52 04.     (N)    084 43 28.     (W)     SCALED    
 QK0891* NAVD 88     -       179.54   (meters)     589.0    (feet)  RESET     
 QK0891  ___________________________________________________________________
 QK0891  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0891
 QK0891  VERT ORDER  -  THIRD
 QK0891
 QK0891.The horizontal coordinates were scaled from a topographic map and have
 QK0891.an estimated accuracy of +/- 6 seconds.
 QK0891
 QK0891.The orthometric height was computed from unverified reset data.
 QK0891.No vertical observational check was made to the station.
 QK0891
 QK0891.The geoid height was determined by GEOID03.
 QK0891
 QK0891;                    North         East    Units  Estimated Accuracy
 QK0891;SPC MI N     -   123,070.    8,176,660.      MT  (+/- 180 meters Scaled)
 QK0891
 QK0891                          SUPERSEDED SURVEY CONTROL
 QK0891
 QK0891  NGVD 29 (03/27/06)  179.58   (m)          589.2    (f) RESET       3  
 QK0891
 QK0891.Superseded values are not recommended for survey control.
 QK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0891.See file dsdata.txt to determine how the superseded data were derived.
 QK0891
 QK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766818(NAD 83)
 QK0891_MARKER: DV = VERTICAL CONTROL DISK
 QK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0891_SP_SET: CONCRETE POST
 QK0891_STAMPING: E 52 RESET 1985
 QK0891_MARK LOGO: NGS   
 QK0891_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0891+STABILITY: SURFACE MOTION
 QK0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0891+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 QK0891
 QK0891  HISTORY     - Date     Condition        Report By
 QK0891  HISTORY     - 1985     MONUMENTED       MIDT
 QK0891  HISTORY     - 19950701 GOOD             USPSQD
 QK0891  HISTORY     - 20010331 GOOD             NGS
 QK0891  HISTORY     - 20020605 GOOD             MIDT
 QK0891  HISTORY     - 20030606 GOOD             USPSQD
 QK0891  HISTORY     - 20060830 GOOD             USPSQD
 QK0891
 QK0891                          STATION DESCRIPTION
 QK0891
 QK0891'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 QK0891'IN ST. IGNACE, IN THE GRASSY AREA OF OLD STATE DOCK NUMBER 1.  IT IS
 QK0891'2 FT (0.6 M) SOUTH OF A FIELD STONE WALL, 40 FT (12.2 M) NORTH OF
 QK0891'EXIT FROM THE FERRY DOCK AND 71 FT (21.6 M) EAST OF THE CENTERLINE OF
 QK0891'BUSINESS I-75 (NORTH STATE STREET).  DESCRIBED BY NEIL E. HILL,
 QK0891'MDOT.
 QK0891
 QK0891                          STATION RECOVERY (1995)
 QK0891
 QK0891'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2001)
 QK0891
 QK0891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0891'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0891
 QK0891                          STATION RECOVERY (2002)
 QK0891
 QK0891'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2003)
 QK0891
 QK0891'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0891'RECOVERED IN GOOD CONDITION.
 QK0891
 QK0891                          STATION RECOVERY (2006)
 QK0891
 QK0891'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0344 ***********************************************************************
 RJ0344  DESIGNATION -  E 53
 RJ0344  PID         -  RJ0344
 RJ0344  STATE/COUNTY-  MI/CHIPPEWA
 RJ0344  USGS QUAD   -  TROUT LAKE (1964)
 RJ0344
 RJ0344                         *CURRENT SURVEY CONTROL
 RJ0344  ___________________________________________________________________
 RJ0344* NAD 83(1986)-  46 11 30.     (N)    085 01 58.     (W)     SCALED    
 RJ0344* NAVD 88     -       253.421  (meters)     831.43   (feet)  ADJUSTED  
 RJ0344  ___________________________________________________________________
 RJ0344  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 RJ0344  DYNAMIC HT  -         253.436 (meters)     831.48  (feet)  COMP
 RJ0344  MODELED GRAV-     980,668.9   (mgal)                       NAVD 88
 RJ0344
 RJ0344  VERT ORDER  -  SECOND    CLASS 0
 RJ0344
 RJ0344.The horizontal coordinates were scaled from a topographic map and have
 RJ0344.an estimated accuracy of +/- 6 seconds.
 RJ0344
 RJ0344.The orthometric height was determined by differential leveling
 RJ0344.and adjusted by the National Geodetic Survey in June 1991..
 RJ0344
 RJ0344.The geoid height was determined by GEOID03.
 RJ0344
 RJ0344.The dynamic height is computed by dividing the NAVD 88
 RJ0344.geopotential number by the normal gravity value computed on the
 RJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0344.degrees latitude (g = 980.6199 gals.).
 RJ0344
 RJ0344.The modeled gravity was interpolated from observed gravity values.
 RJ0344
 RJ0344;                    North         East    Units  Estimated Accuracy
 RJ0344;SPC MI N     -   158,410.    8,151,830.      MT  (+/- 180 meters Scaled)
 RJ0344
 RJ0344                          SUPERSEDED SURVEY CONTROL
 RJ0344
 RJ0344  NGVD 29 (??/??/92)  253.411  (m)          831.40   (f) ADJ UNCH    2 0
 RJ0344
 RJ0344.Superseded values are not recommended for survey control.
 RJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0344.See file dsdata.txt to determine how the superseded data were derived.
 RJ0344
 RJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS517172(NAD 83)
 RJ0344_MARKER: DB = BENCH MARK DISK
 RJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0344_STAMPING: E 53 1934
 RJ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0344+STABILITY: SURFACE MOTION
 RJ0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0344+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2002
 RJ0344
 RJ0344  HISTORY     - Date     Condition        Report By
 RJ0344  HISTORY     - 1934     MONUMENTED       CGS
 RJ0344  HISTORY     - 1938     GOOD             NGS
 RJ0344  HISTORY     - 20020909 GOOD             MIDT
 RJ0344  HISTORY     - 20021006 GOOD             INDIV
 RJ0344
 RJ0344                          STATION DESCRIPTION
 RJ0344
 RJ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0344'0.5 MI SW FROM TROUT LAKE.
 RJ0344'0.5 MILE SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RJ0344'STE. MARIE RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA
 RJ0344'COUNTY, 30 FEET WEST OF THE MAIN ENTRANCE TO THE BIRCH LODGE
 RJ0344'HOTEL, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 RJ0344'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RJ0344'E 53 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0344'6 INCHES ABOVE GROUND.
 RJ0344
 RJ0344                          STATION RECOVERY (2002)
 RJ0344
 RJ0344'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (SAS)
 RJ0344'0.60 MILES SOUTHWEST ALONG COUNTY ROAD H-40 FROM M-123 INTERSECTION
 RJ0344'(MAPLE ST. AND FRONT ST.) IN TROUT LAKE TO STATION ON LEFT. 30 FEET
 RJ0344'WEST OF THE BIRCH MOTEL GRAVEL DRIVE, 46.2 FEET SOUTH OF THE SOUTH
 RJ0344'RAIL OF RR TRACK, 1 FOOT NORTH OF THE R/W FENCE AND A FIBERGLASS
 RJ0344'WITNESS POST. SET 1/2 INCH REBAR ON NORTH SIDE OF CONCRETE MONUMENT.
 RJ0344
 RJ0344                          STATION RECOVERY (2002)
 RJ0344
 RJ0344'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DDB)
 RJ0344'ABOUT 5 FT OFF OF THE DRIVE WAY GOING INTO BIRCH LODGE.  RIGHT ON THE
 RJ0344'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0460 ***********************************************************************
 RJ0460  DESIGNATION -  E 54
 RJ0460  PID         -  RJ0460
 RJ0460  STATE/COUNTY-  MI/MACKINAC
 RJ0460  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0460
 RJ0460                         *CURRENT SURVEY CONTROL
 RJ0460  ___________________________________________________________________
 RJ0460* NAD 83(1986)-  46 02 26.     (N)    085 51 38.     (W)     SCALED    
 RJ0460* NAVD 88     -       206.863  (meters)     678.68   (feet)  ADJUSTED  
 RJ0460  ___________________________________________________________________
 RJ0460  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ0460  DYNAMIC HT  -         206.873 (meters)     678.72  (feet)  COMP
 RJ0460  MODELED GRAV-     980,658.2   (mgal)                       NAVD 88
 RJ0460
 RJ0460  VERT ORDER  -  SECOND    CLASS 0
 RJ0460
 RJ0460.The horizontal coordinates were scaled from a topographic map and have
 RJ0460.an estimated accuracy of +/- 6 seconds.
 RJ0460
 RJ0460.The orthometric height was determined by differential leveling
 RJ0460.and adjusted by the National Geodetic Survey in June 1991..
 RJ0460
 RJ0460.The geoid height was determined by GEOID03.
 RJ0460
 RJ0460.The dynamic height is computed by dividing the NAVD 88
 RJ0460.geopotential number by the normal gravity value computed on the
 RJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0460.degrees latitude (g = 980.6199 gals.).
 RJ0460
 RJ0460.The modeled gravity was interpolated from observed gravity values.
 RJ0460
 RJ0460;                    North         East    Units  Estimated Accuracy
 RJ0460;SPC MI N     -   140,370.    8,088,190.      MT  (+/- 180 meters Scaled)
 RJ0460
 RJ0460                          SUPERSEDED SURVEY CONTROL
 RJ0460
 RJ0460  NGVD 29 (??/??/92)  206.840  (m)          678.61   (f) ADJ UNCH    2 0
 RJ0460
 RJ0460.Superseded values are not recommended for survey control.
 RJ0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0460.See file dsdata.txt to determine how the superseded data were derived.
 RJ0460
 RJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER881991(NAD 83)
 RJ0460_MARKER: DB = BENCH MARK DISK
 RJ0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0460_STAMPING: E 54 1934
 RJ0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0460+STABILITY: SURFACE MOTION
 RJ0460
 RJ0460  HISTORY     - Date     Condition        Report By
 RJ0460  HISTORY     - 1934     MONUMENTED       CGS
 RJ0460  HISTORY     - 1938     GOOD             NGS
 RJ0460
 RJ0460                          STATION DESCRIPTION
 RJ0460
 RJ0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0460'8.4 MI E FROM GULLIVER.
 RJ0460'8.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0460'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0460'AT HUNTS SPUR, AT MILEAGE 406.8, AT A ROAD CROSSING, 55 FEET
 RJ0460'WEST OF THE CENTERLINE OF THE ROAD, 30 FEET SOUTH OF THE
 RJ0460'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT WEST OF A CORNER
 RJ0460'FENCE POST.  A STANDARD DISK, STAMPED E 54 1934 AND SET IN THE
 RJ0460'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0065 ***********************************************************************
 RK0065  DESIGNATION -  E 55
 RK0065  PID         -  RK0065
 RK0065  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0065  USGS QUAD   -  
 RK0065
 RK0065                         *CURRENT SURVEY CONTROL
 RK0065  ___________________________________________________________________
 RK0065* NAD 83(1986)-  46 13 03.     (N)    086 26 27.     (W)     SCALED    
 RK0065* NAVD 88     -       229.692  (meters)     753.58   (feet)  ADJUSTED  
 RK0065  ___________________________________________________________________
 RK0065  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 RK0065  DYNAMIC HT  -         229.707 (meters)     753.63  (feet)  COMP
 RK0065  MODELED GRAV-     980,670.4   (mgal)                       NAVD 88
 RK0065
 RK0065  VERT ORDER  -  SECOND    CLASS 0
 RK0065
 RK0065.The horizontal coordinates were scaled from a topographic map and have
 RK0065.an estimated accuracy of +/- 6 seconds.
 RK0065
 RK0065.The orthometric height was determined by differential leveling
 RK0065.and adjusted by the National Geodetic Survey in June 1991..
 RK0065
 RK0065.The geoid height was determined by GEOID03.
 RK0065
 RK0065.The dynamic height is computed by dividing the NAVD 88
 RK0065.geopotential number by the normal gravity value computed on the
 RK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0065.degrees latitude (g = 980.6199 gals.).
 RK0065
 RK0065.The modeled gravity was interpolated from observed gravity values.
 RK0065
 RK0065;                    North         East    Units  Estimated Accuracy
 RK0065;SPC MI N     -   159,550.    8,043,140.      MT  (+/- 180 meters Scaled)
 RK0065
 RK0065                          SUPERSEDED SURVEY CONTROL
 RK0065
 RK0065  NGVD 29 (??/??/92)  229.666  (m)          753.50   (f) ADJ UNCH    2 0
 RK0065
 RK0065.Superseded values are not recommended for survey control.
 RK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0065.See file dsdata.txt to determine how the superseded data were derived.
 RK0065
 RK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES431183(NAD 83)
 RK0065_MARKER: DB = BENCH MARK DISK
 RK0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0065_STAMPING: E 55 1934
 RK0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0065+STABILITY: SURFACE MOTION
 RK0065
 RK0065  HISTORY     - Date     Condition        Report By
 RK0065  HISTORY     - 1934     MONUMENTED       CGS
 RK0065  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0065
 RK0065                          STATION DESCRIPTION
 RK0065
 RK0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0065'10.1 MI S FROM SHINGLETON.
 RK0065'IN SCHOOLCRAFT COUNTY, 10.1 MILES SOUTH ALONG STATE HIGHWAY
 RK0065'94 FROM SHINGLETON, ALGER COUNTY, 54 FEET NORTH OF A ROAD LEADING
 RK0065'EAST, 42 FEET NORTH OF A ROAD LEADING WEST, 21 FEET WEST OF THE
 RK0065'CENTERLINE OF THE HIGHWAY, AND 12 FEET NORTHWEST OF A 15-INCH
 RK0065'BEECH TREE.  A STANDARD DISK, STAMPED E 55 1934 AND SET
 RK0065'IN THE TOP OF A CONCRETE POST.
 RK0065
 RK0065                          STATION RECOVERY (1980)
 RK0065
 RK0065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0065'RD IN AREA HAS BEEN REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0015 ***********************************************************************
 QL0015  DESIGNATION -  E 56
 QL0015  PID         -  QL0015
 QL0015  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0015  USGS QUAD   -  
 QL0015
 QL0015                         *CURRENT SURVEY CONTROL
 QL0015  ___________________________________________________________________
 QL0015* NAD 83(1986)-  45 55 07.     (N)    086 24 55.     (W)     SCALED    
 QL0015* NAVD 88     -       222.716  (meters)     730.69   (feet)  ADJUSTED  
 QL0015  ___________________________________________________________________
 QL0015  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 QL0015  DYNAMIC HT  -         222.721 (meters)     730.71  (feet)  COMP
 QL0015  MODELED GRAV-     980,630.4   (mgal)                       NAVD 88
 QL0015
 QL0015  VERT ORDER  -  SECOND    CLASS 0
 QL0015
 QL0015.The horizontal coordinates were scaled from a topographic map and have
 QL0015.an estimated accuracy of +/- 6 seconds.
 QL0015
 QL0015.The orthometric height was determined by differential leveling
 QL0015.and adjusted by the National Geodetic Survey in June 1991..
 QL0015
 QL0015.The geoid height was determined by GEOID03.
 QL0015
 QL0015.The dynamic height is computed by dividing the NAVD 88
 QL0015.geopotential number by the normal gravity value computed on the
 QL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0015.degrees latitude (g = 980.6199 gals.).
 QL0015
 QL0015.The modeled gravity was interpolated from observed gravity values.
 QL0015
 QL0015;                    North         East    Units  Estimated Accuracy
 QL0015;SPC MI N     -   126,350.    8,045,360.      MT  (+/- 180 meters Scaled)
 QL0015
 QL0015                          SUPERSEDED SURVEY CONTROL
 QL0015
 QL0015  NGVD 29 (??/??/92)  222.700  (m)          730.64   (f) ADJ UNCH    2 0
 QL0015
 QL0015.Superseded values are not recommended for survey control.
 QL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0015.See file dsdata.txt to determine how the superseded data were derived.
 QL0015
 QL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER453851(NAD 83)
 QL0015_MARKER: DB = BENCH MARK DISK
 QL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0015_STAMPING: E 56 1934
 QL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0015+STABILITY: SURFACE MOTION
 QL0015
 QL0015  HISTORY     - Date     Condition        Report By
 QL0015  HISTORY     - 1934     MONUMENTED       CGS
 QL0015  HISTORY     - 1958     MARK NOT FOUND   NGS
 QL0015  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0015
 QL0015                          STATION DESCRIPTION
 QL0015
 QL0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QL0015'8.7 MI W FROM MANISTIQUE.
 QL0015'8.7 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0015'MARIE RAILWAY FROM THE STATION AT MANISTIQUE, SCHOOLCRAFT
 QL0015'COUNTY, 80 FEET WEST OF MILEPOST 378, 24 FEET SOUTH OF THE
 QL0015'CENTERLINE OF THE TRACK, AND 78 FEET EAST OF A POLE.  A STANDARD
 QL0015'DISK, STAMPED E 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0015
 QL0015                          STATION RECOVERY (1980)
 QL0015
 QL0015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0015'SEARCHED FOR BUT NOT FOUND; MARK ALSO NOT FOUND IN 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0391 ***********************************************************************
 QL0391  DESIGNATION -  E 57
 QL0391  PID         -  QL0391
 QL0391  STATE/COUNTY-  MI/MENOMINEE
 QL0391  USGS QUAD   -  CUNARD (1989)
 QL0391
 QL0391                         *CURRENT SURVEY CONTROL
 QL0391  ___________________________________________________________________
 QL0391* NAD 83(1986)-  45 41 52.     (N)    087 39 59.     (W)     SCALED    
 QL0391* NAVD 88     -       278.335  (meters)     913.17   (feet)  ADJUSTED  
 QL0391  ___________________________________________________________________
 QL0391  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QL0391  DYNAMIC HT  -         278.331 (meters)     913.16  (feet)  COMP
 QL0391  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 QL0391
 QL0391  VERT ORDER  -  SECOND    CLASS 0
 QL0391
 QL0391.The horizontal coordinates were scaled from a topographic map and have
 QL0391.an estimated accuracy of +/- 6 seconds.
 QL0391
 QL0391.The orthometric height was determined by differential leveling
 QL0391.and adjusted by the National Geodetic Survey in June 1991..
 QL0391
 QL0391.The geoid height was determined by GEOID03.
 QL0391
 QL0391.The dynamic height is computed by dividing the NAVD 88
 QL0391.geopotential number by the normal gravity value computed on the
 QL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0391.degrees latitude (g = 980.6199 gals.).
 QL0391
 QL0391.The modeled gravity was interpolated from observed gravity values.
 QL0391
 QL0391;                    North         East    Units  Estimated Accuracy
 QL0391;SPC MI N     -   101,850.    7,948,100.      MT  (+/- 180 meters Scaled)
 QL0391
 QL0391                          SUPERSEDED SURVEY CONTROL
 QL0391
 QL0391  NGVD 29 (??/??/92)  278.351  (m)          913.22   (f) ADJ UNCH    2 0
 QL0391
 QL0391.Superseded values are not recommended for survey control.
 QL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0391.See file dsdata.txt to determine how the superseded data were derived.
 QL0391
 QL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR481606(NAD 83)
 QL0391_MARKER: DB = BENCH MARK DISK
 QL0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0391_STAMPING: E 57 1934
 QL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0391+STABILITY: SURFACE MOTION
 QL0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0391+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1996
 QL0391
 QL0391  HISTORY     - Date     Condition        Report By
 QL0391  HISTORY     - 1934     MONUMENTED       CGS
 QL0391  HISTORY     - 19960423 MARK NOT FOUND   MIDT
 QL0391
 QL0391                          STATION DESCRIPTION
 QL0391
 QL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0391'4.6 MI E FROM FAITHORN.
 QL0391'4.6 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0391'MARIE RAILROAD FROM THE STATION AT FAITHORN, MENOMINEE COUNTY,
 QL0391'AT MILEAGE 307.6, AT A ROAD CROSSING, 42 FEET NORTH OF THE
 QL0391'CENTERLINE OF THE MAIN TRACK, 28 FEET WEST OF THE CENTERLINE
 QL0391'OF THE ROAD, AND 2 FEET EAST OF A FENCE CORNER.  A STANDARD
 QL0391'DISK, STAMPED E 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0391
 QL0391                          STATION RECOVERY (1996)
 QL0391
 QL0391'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0391'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0007 ***********************************************************************
 RM0007  DESIGNATION -  E 58
 RM0007  PID         -  RM0007
 RM0007  STATE/COUNTY-  MI/GOGEBIC
 RM0007  USGS QUAD   -  PINE LAKE (1973)
 RM0007
 RM0007                         *CURRENT SURVEY CONTROL
 RM0007  ___________________________________________________________________
 RM0007* NAD 83(1986)-  46 30 34.     (N)    090 10 01.     (W)     SCALED    
 RM0007* NAVD 88     -       367.271  (meters)    1204.95   (feet)  ADJUSTED  
 RM0007  ___________________________________________________________________
 RM0007  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0007  DYNAMIC HT  -         367.298 (meters)    1205.04  (feet)  COMP
 RM0007  MODELED GRAV-     980,678.1   (mgal)                       NAVD 88
 RM0007
 RM0007  VERT ORDER  -  FIRST     CLASS II
 RM0007
 RM0007.The horizontal coordinates were scaled from a topographic map and have
 RM0007.an estimated accuracy of +/- 6 seconds.
 RM0007
 RM0007.The orthometric height was determined by differential leveling
 RM0007.and adjusted by the National Geodetic Survey in June 1991..
 RM0007.WARNING-Repeat measurements at this control monument indicate possible
 RM0007.vertical movement.
 RM0007
 RM0007.The geoid height was determined by GEOID03.
 RM0007
 RM0007.The dynamic height is computed by dividing the NAVD 88
 RM0007.geopotential number by the normal gravity value computed on the
 RM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0007.degrees latitude (g = 980.6199 gals.).
 RM0007
 RM0007.The modeled gravity was interpolated from observed gravity values.
 RM0007
 RM0007;                    North         East    Units  Estimated Accuracy
 RM0007;SPC MI N     -   196,700.    7,757,030.      MT  (+/- 180 meters Scaled)
 RM0007
 RM0007                          SUPERSEDED SURVEY CONTROL
 RM0007
 RM0007  NGVD 29 (??/??/92)  367.288  (m)         1205.01   (f) ADJ UNCH    1 2
 RM0007
 RM0007.Superseded values are not recommended for survey control.
 RM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0007.See file dsdata.txt to determine how the superseded data were derived.
 RM0007
 RM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM173545(NAD 83)
 RM0007_MARKER: DB = BENCH MARK DISK
 RM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0007_STAMPING: E 58 1934
 RM0007_MARK LOGO: CGS   
 RM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0007+STABILITY: SURFACE MOTION
 RM0007
 RM0007  HISTORY     - Date     Condition        Report By
 RM0007  HISTORY     - 1934     MONUMENTED       CGS
 RM0007  HISTORY     - 1948     GOOD             NGS
 RM0007  HISTORY     - 1964     GOOD             NGS
 RM0007  HISTORY     - 1982     GOOD             NGS
 RM0007  HISTORY     - 1987     GOOD             USPSQD
 RM0007  HISTORY     - 20030822 GOOD             USPSQD
 RM0007
 RM0007                          STATION DESCRIPTION
 RM0007
 RM0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0007'0.5 MI W FROM NORTH IRONWOOD.
 RM0007'ABOUT 0.5 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0007'RAILWAY FROM THE STATION AT NORTH IRONWOOD, SET IN THE NORTHWEST
 RM0007'ANGLE OF A NORTH-SOUTH GRAVEL ROAD, 66 FEET NORTH OF THE NORTH
 RM0007'RAIL, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 RM0007'WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2.5
 RM0007'FEET WEST OF A WHITE WOODEN WITNESS POST, 3.5 FEET BELOW THE
 RM0007'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
 RM0007
 RM0007                          STATION RECOVERY (1964)
 RM0007
 RM0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0007'RECOVERED IN GOOD CONDITION.
 RM0007
 RM0007                          STATION RECOVERY (1982)
 RM0007
 RM0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0007'RECOVERED IN GOOD CONDITION.
 RM0007
 RM0007                          STATION RECOVERY (1987)
 RM0007
 RM0007'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0007'RECOVERED IN GOOD CONDITION.
 RM0007
 RM0007                          STATION RECOVERY (2003)
 RM0007
 RM0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0007'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 51 FEET
 RM0007'NORTHWEST OF A --RAILROAD CROSSING-- SIGN AND PROJECTS ABOUT 11 INCHES
 RM0007'ABOVE GROUND LEVEL.  NOTE-- THE GRAVEL ROAD DESCRIBED IN 1948 IS NOW
 RM0007'PAVED AND NAMED PUMP STATION ROAD.  AN EVERGREEN TREE TO THE WEST MAY
 RM0007'OBSTRUCT SATELLITE OBSERVATIONS.  THERE IS NO WITNESS POST PRESENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0228 ***********************************************************************
 RL0228  DESIGNATION -  E 59
 RL0228  PID         -  RL0228
 RL0228  STATE/COUNTY-  MI/IRON
 RL0228  USGS QUAD   -  AMASA (1975)
 RL0228
 RL0228                         *CURRENT SURVEY CONTROL
 RL0228  ___________________________________________________________________
 RL0228* NAD 83(1986)-  46 13 58.     (N)    088 27 00.     (W)     SCALED    
 RL0228* NAVD 88     -       439.080  (meters)    1440.55   (feet)  ADJUSTED  
 RL0228  ___________________________________________________________________
 RL0228  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 RL0228  DYNAMIC HT  -         439.093 (meters)    1440.59  (feet)  COMP
 RL0228  MODELED GRAV-     980,629.0   (mgal)                       NAVD 88
 RL0228
 RL0228  VERT ORDER  -  SECOND    CLASS 0
 RL0228
 RL0228.The horizontal coordinates were scaled from a topographic map and have
 RL0228.an estimated accuracy of +/- 6 seconds.
 RL0228
 RL0228.The orthometric height was determined by differential leveling
 RL0228.and adjusted by the National Geodetic Survey in June 1991..
 RL0228
 RL0228.The geoid height was determined by GEOID03.
 RL0228
 RL0228.The dynamic height is computed by dividing the NAVD 88
 RL0228.geopotential number by the normal gravity value computed on the
 RL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0228.degrees latitude (g = 980.6199 gals.).
 RL0228
 RL0228.The modeled gravity was interpolated from observed gravity values.
 RL0228
 RL0228;                    North         East    Units  Estimated Accuracy
 RL0228;SPC MI N     -   162,120.    7,888,170.      MT  (+/- 180 meters Scaled)
 RL0228
 RL0228                          SUPERSEDED SURVEY CONTROL
 RL0228
 RL0228  NGVD 29 (??/??/92)  439.070  (m)         1440.52   (f) ADJ UNCH    2 0
 RL0228
 RL0228.Superseded values are not recommended for survey control.
 RL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0228.See file dsdata.txt to determine how the superseded data were derived.
 RL0228
 RL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS881209(NAD 83)
 RL0228_MARKER: DB = BENCH MARK DISK
 RL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0228_STAMPING: E 59 1934
 RL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0228+STABILITY: SURFACE MOTION
 RL0228
 RL0228  HISTORY     - Date     Condition        Report By
 RL0228  HISTORY     - 1934     MONUMENTED       CGS
 RL0228  HISTORY     - 1948     GOOD             NGS
 RL0228
 RL0228                          STATION DESCRIPTION
 RL0228
 RL0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0228'AT AMASA.
 RL0228'AT AMASA, AT THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0228'RAILWAY STATION, 108 FEET NORTHWEST AND ACROSS THE TRACK AND A
 RL0228'STREET FROM THE NORTHWEST CORNER OF THE STATION BUILDING, 60.4
 RL0228'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 18 FEET WEST
 RL0228'OF THE CENTER LINE OF A BLACK TOP STREET, 1.5 FEET EAST OF A
 RL0228'WIRE FENCE, 6 FEET NORTH OF A FENCE CORNER, 5 FEET SOUTH OF
 RL0228'POWER POLE NO. 17084, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 RL0228'POST, ABOUT FLUSH WITH THE GROUND AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0198 ***********************************************************************
 RL0198  DESIGNATION -  E 60
 RL0198  PID         -  RL0198
 RL0198  STATE/COUNTY-  MI/DICKINSON
 RL0198  USGS QUAD   -  CHANNING (1975)
 RL0198
 RL0198                         *CURRENT SURVEY CONTROL
 RL0198  ___________________________________________________________________
 RL0198* NAD 83(1986)-  46 07 31.     (N)    088 05 29.     (W)     SCALED    
 RL0198* NAVD 88     -       413.240  (meters)    1355.77   (feet)  ADJUSTED  
 RL0198  ___________________________________________________________________
 RL0198  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 RL0198  DYNAMIC HT  -         413.236 (meters)    1355.76  (feet)  COMP
 RL0198  MODELED GRAV-     980,593.9   (mgal)                       NAVD 88
 RL0198
 RL0198  VERT ORDER  -  SECOND    CLASS 0
 RL0198
 RL0198.The horizontal coordinates were scaled from a topographic map and have
 RL0198.an estimated accuracy of +/- 6 seconds.
 RL0198
 RL0198.The orthometric height was determined by differential leveling
 RL0198.and adjusted by the National Geodetic Survey in June 1991..
 RL0198
 RL0198.The geoid height was determined by GEOID03.
 RL0198
 RL0198.The dynamic height is computed by dividing the NAVD 88
 RL0198.geopotential number by the normal gravity value computed on the
 RL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0198.degrees latitude (g = 980.6199 gals.).
 RL0198
 RL0198.The modeled gravity was interpolated from observed gravity values.
 RL0198
 RL0198;                    North         East    Units  Estimated Accuracy
 RL0198;SPC MI N     -   149,730.    7,915,660.      MT  (+/- 180 meters Scaled)
 RL0198
 RL0198                          SUPERSEDED SURVEY CONTROL
 RL0198
 RL0198  NGVD 29 (??/??/92)  413.215  (m)         1355.69   (f) ADJ UNCH    2 0
 RL0198
 RL0198.Superseded values are not recommended for survey control.
 RL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0198.See file dsdata.txt to determine how the superseded data were derived.
 RL0198
 RL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS156085(NAD 83)
 RL0198_MARKER: DB = BENCH MARK DISK
 RL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0198_STAMPING: E 60 1934
 RL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0198+STABILITY: SURFACE MOTION
 RL0198
 RL0198  HISTORY     - Date     Condition        Report By
 RL0198  HISTORY     - 1934     MONUMENTED       CGS
 RL0198
 RL0198                          STATION DESCRIPTION
 RL0198
 RL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0198'2.8 MI N FROM SAGOLA.
 RL0198'2.8 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0198'PACIFIC RAILROAD FROM THE STATION AT SAGOLA, DICKINSON COUNTY,
 RL0198'AT MILEAGE 314.2, 36 FEET EAST OF THE CENTERLINE OF THE MAIN
 RL0198'TRACK, 9 FEET WEST OF A FENCE, AND 21 FEET SOUTH OF A POLE.
 RL0198'A STANDARD DISK, STAMPED E 60 1934 AND SET IN THE TOP OF A
 RL0198'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0347 ***********************************************************************
 RK0347  DESIGNATION -  E 61
 RK0347  PID         -  RK0347
 RK0347  STATE/COUNTY-  MI/MARQUETTE
 RK0347  USGS QUAD   -  CHAMPION (1975)
 RK0347
 RK0347                         *CURRENT SURVEY CONTROL
 RK0347  ___________________________________________________________________
 RK0347* NAD 83(1986)-  46 30 17.     (N)    087 57 16.     (W)     SCALED    
 RK0347* NAVD 88     -       497.386  (meters)    1631.84   (feet)  ADJUSTED  
 RK0347  ___________________________________________________________________
 RK0347  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 RK0347  DYNAMIC HT  -         497.408 (meters)    1631.91  (feet)  COMP
 RK0347  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 RK0347
 RK0347  VERT ORDER  -  SECOND    CLASS 0
 RK0347
 RK0347.The horizontal coordinates were scaled from a topographic map and have
 RK0347.an estimated accuracy of +/- 6 seconds.
 RK0347
 RK0347.The orthometric height was determined by differential leveling
 RK0347.and adjusted by the National Geodetic Survey in June 1991..
 RK0347
 RK0347.The geoid height was determined by GEOID03.
 RK0347
 RK0347.The dynamic height is computed by dividing the NAVD 88
 RK0347.geopotential number by the normal gravity value computed on the
 RK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0347.degrees latitude (g = 980.6199 gals.).
 RK0347
 RK0347.The modeled gravity was interpolated from observed gravity values.
 RK0347
 RK0347;                    North         East    Units  Estimated Accuracy
 RK0347;SPC MI N     -   191,760.    7,926,750.      MT  (+/- 180 meters Scaled)
 RK0347
 RK0347                          SUPERSEDED SURVEY CONTROL
 RK0347
 RK0347  NGVD 29 (??/??/92)  497.317  (m)         1631.61   (f) ADJ UNCH    2 0
 RK0347
 RK0347.Superseded values are not recommended for survey control.
 RK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0347.See file dsdata.txt to determine how the superseded data were derived.
 RK0347
 RK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS267505(NAD 83)
 RK0347_MARKER: DB = BENCH MARK DISK
 RK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0347_STAMPING: E 61 1934
 RK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0347+STABILITY: SURFACE MOTION
 RK0347
 RK0347  HISTORY     - Date     Condition        Report By
 RK0347  HISTORY     - 1934     MONUMENTED       CGS
 RK0347  HISTORY     - 1982     MARK NOT FOUND   MIDH
 RK0347  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0347
 RK0347                          STATION DESCRIPTION
 RK0347
 RK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0347'0.8 MI S FROM CHAMPION.
 RK0347'0.8 MILE SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RK0347'PACIFIC RAILROAD FROM CHAMPION, MARQUETTE COUNTY, AT WABIK, AT
 RK0347'THE CROSSING OF THE CHICAGO AND NORTH WESTERN RAILWAY, 0.2 MILE
 RK0347'NORTH OF A HIGHWAY CROSSING, AND 12 FEET WEST OF THE NEAREST
 RK0347'RAIL.  A STANDARD DISK, STAMPED E 61 1934 AND SET IN THE TOP
 RK0347'OF A CONCRETE POST.
 RK0347
 RK0347                          STATION RECOVERY (1982)
 RK0347
 RK0347'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0347'MARK NOT FOUND.
 RK0347
 RK0347                          STATION RECOVERY (1985)
 RK0347
 RK0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0068 ***********************************************************************
 RL0068  DESIGNATION -  E 62
 RL0068  PID         -  RL0068
 RL0068  STATE/COUNTY-  MI/HOUGHTON
 RL0068  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0068
 RL0068                         *CURRENT SURVEY CONTROL
 RL0068  ___________________________________________________________________
 RL0068* NAD 83(1986)-  46 58 56.     (N)    088 26 22.     (W)     SCALED    
 RL0068* NAVD 88     -       183.961  (meters)     603.55   (feet)  ADJUSTED  
 RL0068  ___________________________________________________________________
 RL0068  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 RL0068  DYNAMIC HT  -         183.973 (meters)     603.58  (feet)  COMP
 RL0068  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 RL0068
 RL0068  VERT ORDER  -  FIRST     CLASS II
 RL0068
 RL0068.The horizontal coordinates were scaled from a topographic map and have
 RL0068.an estimated accuracy of +/- 6 seconds.
 RL0068
 RL0068.The orthometric height was determined by differential leveling
 RL0068.and adjusted by the National Geodetic Survey in June 1991..
 RL0068
 RL0068.The geoid height was determined by GEOID03.
 RL0068
 RL0068.The dynamic height is computed by dividing the NAVD 88
 RL0068.geopotential number by the normal gravity value computed on the
 RL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0068.degrees latitude (g = 980.6199 gals.).
 RL0068
 RL0068.The modeled gravity was interpolated from observed gravity values.
 RL0068
 RL0068;                    North         East    Units  Estimated Accuracy
 RL0068;SPC MI N     -   245,400.    7,890,490.      MT  (+/- 180 meters Scaled)
 RL0068
 RL0068                          SUPERSEDED SURVEY CONTROL
 RL0068
 RL0068  NGVD 29 (??/??/92)  183.954  (m)          603.52   (f) ADJ UNCH    1 2
 RL0068
 RL0068.Superseded values are not recommended for survey control.
 RL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0068.See file dsdata.txt to determine how the superseded data were derived.
 RL0068
 RL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT905041(NAD 83)
 RL0068_MARKER: DB = BENCH MARK DISK
 RL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0068_STAMPING: E 62 1934
 RL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0068+STABILITY: SURFACE MOTION
 RL0068
 RL0068  HISTORY     - Date     Condition        Report By
 RL0068  HISTORY     - 1934     MONUMENTED       CGS
 RL0068  HISTORY     - 1952     MARK NOT FOUND   NGS
 RL0068  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0068
 RL0068                          STATION DESCRIPTION
 RL0068
 RL0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RL0068'AT PORTAGE ENTRY.
 RL0068'AT PORTAGE ENTRY, HOUGHTON COUNTY, IN FRONT OF THE TWO-STORY
 RL0068'WHITE HOUSE BELONGING TO ARTHUR TORNALA, JUST INSIDE OF THE
 RL0068'YARD FENCE, AND 13 FEET EAST OF THE YARD GATE.  A STANDARD
 RL0068'DISK, STAMPED E 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0068'NOTE-- IMMEDIATE VICINITY OF MARK HAS BEEN FILLED WITH ABOUT
 RL0068'A 3 FOOT FILL.  RESIDENTS SAY THE MARK WAS NOT DISTURBED AND IS
 RL0068'STILL INTACT.  NO EFFORT WAS MADE TO VERIFY THEM DUE TO THE
 RL0068'MARK BEING IN A HOUSE LAWN.
 RL0068
 RL0068                          STATION RECOVERY (1996)
 RL0068
 RL0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0068'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0283 ***********************************************************************
 RL0283  DESIGNATION -  E 63
 RL0283  PID         -  RL0283
 RL0283  STATE/COUNTY-  MI/IRON
 RL0283  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0283
 RL0283                         *CURRENT SURVEY CONTROL
 RL0283  ___________________________________________________________________
 RL0283* NAD 83(1986)-  46 13 28.     (N)    088 53 49.     (W)     SCALED    
 RL0283* NAVD 88     -       496.218  (meters)    1628.01   (feet)  ADJUSTED  
 RL0283  ___________________________________________________________________
 RL0283  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL0283  DYNAMIC HT  -         496.226 (meters)    1628.03  (feet)  COMP
 RL0283  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 RL0283
 RL0283  VERT ORDER  -  SECOND    CLASS 0
 RL0283
 RL0283.The horizontal coordinates were scaled from a topographic map and have
 RL0283.an estimated accuracy of +/- 6 seconds.
 RL0283
 RL0283.The orthometric height was determined by differential leveling
 RL0283.and adjusted by the National Geodetic Survey in June 1991..
 RL0283
 RL0283.The geoid height was determined by GEOID03.
 RL0283
 RL0283.The dynamic height is computed by dividing the NAVD 88
 RL0283.geopotential number by the normal gravity value computed on the
 RL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0283.degrees latitude (g = 980.6199 gals.).
 RL0283
 RL0283.The modeled gravity was interpolated from observed gravity values.
 RL0283
 RL0283;                    North         East    Units  Estimated Accuracy
 RL0283;SPC MI N     -   161,920.    7,853,680.      MT  (+/- 180 meters Scaled)
 RL0283
 RL0283                          SUPERSEDED SURVEY CONTROL
 RL0283
 RL0283  NGVD 29 (??/??/92)  496.234  (m)         1628.06   (f) ADJ UNCH    2 0
 RL0283
 RL0283.Superseded values are not recommended for survey control.
 RL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0283.See file dsdata.txt to determine how the superseded data were derived.
 RL0283
 RL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS537207(NAD 83)
 RL0283_MARKER: DB = BENCH MARK DISK
 RL0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0283_STAMPING: E 63 1934
 RL0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0283+STABILITY: SURFACE MOTION
 RL0283
 RL0283  HISTORY     - Date     Condition        Report By
 RL0283  HISTORY     - 1934     MONUMENTED       CGS
 RL0283  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0283  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0283
 RL0283                          STATION DESCRIPTION
 RL0283
 RL0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0283'0.7 MI SE FROM ELMWOOD.
 RL0283'0.7 MILE SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0283'FROM ELMWOOD, IRON COUNTY, 8 RAILS WEST OF MILEPOST POWERS 86,
 RL0283'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RL0283'DISK, STAMPED E 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0283'PROJECTING 1 FOOT ABOVE GROUND.
 RL0283
 RL0283                          STATION RECOVERY (1997)
 RL0283
 RL0283'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0283'MARK NOT FOUND.
 RL0283
 RL0283                          STATION RECOVERY (2002)
 RL0283
 RL0283'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0892 ***********************************************************************
 RL0892  DESIGNATION -  E 64 RESET 1962
 RL0892  PID         -  RL0892
 RL0892  STATE/COUNTY-  MI/ONTONAGON
 RL0892  USGS QUAD   -  
 RL0892
 RL0892                         *CURRENT SURVEY CONTROL
 RL0892  ___________________________________________________________________
 RL0892* NAD 83(1986)-  46 31 13.     (N)    089 10 42.     (W)     SCALED    
 RL0892* NAVD 88     -       348.829  (meters)    1144.45   (feet)  ADJUSTED  
 RL0892  ___________________________________________________________________
 RL0892  GEOID HEIGHT-         -31.91  (meters)                     GEOID03
 RL0892  DYNAMIC HT  -         348.840 (meters)    1144.49  (feet)  COMP
 RL0892  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RL0892
 RL0892  VERT ORDER  -  FIRST     CLASS II
 RL0892
 RL0892.The horizontal coordinates were scaled from a topographic map and have
 RL0892.an estimated accuracy of +/- 6 seconds.
 RL0892
 RL0892.The orthometric height was determined by differential leveling
 RL0892.and adjusted by the National Geodetic Survey in June 1991..
 RL0892
 RL0892.The geoid height was determined by GEOID03.
 RL0892
 RL0892.The dynamic height is computed by dividing the NAVD 88
 RL0892.geopotential number by the normal gravity value computed on the
 RL0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0892.degrees latitude (g = 980.6199 gals.).
 RL0892
 RL0892.The modeled gravity was interpolated from observed gravity values.
 RL0892
 RL0892;                    North         East    Units  Estimated Accuracy
 RL0892;SPC MI N     -   195,350.    7,832,880.      MT  (+/- 180 meters Scaled)
 RL0892
 RL0892                          SUPERSEDED SURVEY CONTROL
 RL0892
 RL0892.No superseded survey control is available for this station.
 RL0892
 RL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS329541(NAD 83)
 RL0892_MARKER: DB = BENCH MARK DISK
 RL0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0892_STAMPING: E 64 RESET 1962
 RL0892_MARK LOGO: CGS   
 RL0892_PROJECTION: PROJECTING 20 CENTIMETERS
 RL0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0892+STABILITY: SURFACE MOTION
 RL0892
 RL0892  HISTORY     - Date     Condition        Report By
 RL0892  HISTORY     - 1962     MONUMENTED       MIDH
 RL0892  HISTORY     - 1985     GOOD             NGS
 RL0892  HISTORY     - 20010617 GOOD             USPSQD
 RL0892
 RL0892                          STATION DESCRIPTION
 RL0892
 RL0892'DESCRIBED BY MI DEPT OF HIGHWAYS 1962
 RL0892'1 MI S FROM BRUCE CROSSING.
 RL0892'1.00 MILE SOUTH OF THE INTERSECTION OF HIGHWAYS U.S. 45 AND M-28
 RL0892'IN BRUCE CROSSING, MICHIGAN.  100 FEET EAST OF THE CENTERLINE
 RL0892'OF U.S. 45 ON A NORTH AND SOUTH FENCE LINE, AND SET IN THE TOP
 RL0892'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 RL0892
 RL0892                          STATION RECOVERY (1985)
 RL0892
 RL0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0892'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 RL0892'MI) SOUTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH STATE HIGHWAY
 RL0892'28 IN BRUCE CROSSING, 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE
 RL0892'HIGHWAY, 11.5 M (37.7 FT) NORTH OF THE CENTER OF A FIELD ROAD LEADING
 RL0892'EAST, AND 6.6 M (21.7 FT) NORTH OF THE EXTENDED CENTER OF SOUTH GERMAN
 RL0892'ROAD LEADING WEST.
 RL0892'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 RL0892'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL0892
 RL0892                          STATION RECOVERY (2001)
 RL0892
 RL0892'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0066 ***********************************************************************
 SG0066  DESIGNATION -  E 65
 SG0066  PID         -  SG0066
 SG0066  STATE/COUNTY-  MI/HOUGHTON
 SG0066  USGS QUAD   -  HANCOCK (1975)
 SG0066
 SG0066                         *CURRENT SURVEY CONTROL
 SG0066  ___________________________________________________________________
 SG0066* NAD 83(1986)-  47 08 53.     (N)    088 35 26.     (W)     SCALED    
 SG0066* NAVD 88     -       295.979  (meters)     971.06   (feet)  ADJUSTED  
 SG0066  ___________________________________________________________________
 SG0066  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 SG0066  DYNAMIC HT  -         296.024 (meters)     971.21  (feet)  COMP
 SG0066  MODELED GRAV-     980,755.0   (mgal)                       NAVD 88
 SG0066
 SG0066  VERT ORDER  -  FIRST     CLASS II
 SG0066
 SG0066.The horizontal coordinates were scaled from a topographic map and have
 SG0066.an estimated accuracy of +/- 6 seconds.
 SG0066
 SG0066.The orthometric height was determined by differential leveling
 SG0066.and adjusted by the National Geodetic Survey in June 1991..
 SG0066
 SG0066.The geoid height was determined by GEOID03.
 SG0066
 SG0066.The dynamic height is computed by dividing the NAVD 88
 SG0066.geopotential number by the normal gravity value computed on the
 SG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0066.degrees latitude (g = 980.6199 gals.).
 SG0066
 SG0066.The modeled gravity was interpolated from observed gravity values.
 SG0066
 SG0066;                    North         East    Units  Estimated Accuracy
 SG0066;SPC MI N     -   264,050.    7,879,370.      MT  (+/- 180 meters Scaled)
 SG0066
 SG0066                          SUPERSEDED SURVEY CONTROL
 SG0066
 SG0066  NGVD 29 (??/??/92)  295.989  (m)          971.09   (f) ADJ UNCH    1 2
 SG0066
 SG0066.Superseded values are not recommended for survey control.
 SG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0066.See file dsdata.txt to determine how the superseded data were derived.
 SG0066
 SG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT794228(NAD 83)
 SG0066_MARKER: DB = BENCH MARK DISK
 SG0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0066_STAMPING: E 65 1934
 SG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0066+STABILITY: SURFACE MOTION
 SG0066
 SG0066  HISTORY     - Date     Condition        Report By
 SG0066  HISTORY     - 1934     MONUMENTED       CGS
 SG0066  HISTORY     - 1962     POOR             NGS
 SG0066  HISTORY     - 20050413 MARK NOT FOUND   GEOCAC
 SG0066
 SG0066                          STATION DESCRIPTION
 SG0066
 SG0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0066'1.3 MI N FROM HANCOCK.
 SG0066'ABOUT 1.3 MILES NORTH ALONG THE MINERAL RANGE RAILROAD FROM HANCOCK,
 SG0066'HOUGHTON COUNTY, AT SWEDETOWN, AT MILEAGE 3.3, 1-1/2 RAILS SOUTH OF
 SG0066'A ROAD CROSSING, 35 FEET NORTHEAST OF THE SWITCH STAND OF THE SIDING,
 SG0066'AND 25 FEET EAST OF THE TRACK.  A STANDARD DISK, STAMPED E 65 1934
 SG0066'AND SET IN THE TOP OF A CONCRETE POST.
 SG0066
 SG0066                          STATION RECOVERY (1962)
 SG0066
 SG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0066'MARK RECOVERED IN POOR CONDITION.
 SG0066
 SG0066                          STATION RECOVERY (2005)
 SG0066
 SG0066'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0066'FOUND A (NOT VERY OLD) TWISTED UP GALVANIZED METAL WITNESS POST WITH
 SG0066'SIGN (SHOT UP) STICKING IN GROUND ABOUT 6 INCHES.  THE ROAD NW WAS
 SG0066'BEEN WIDENED AND DITCHED. THERE ARE MOUNDS OF PUSHED EARTH EVERYWHERE.
 SG0066'THE R/R WAS ABANDONED AND TURNED INTO A ATV TRAIL 25 YRS AGO.  IT
 SG0066'POSSIBLE THE MARK IS BURIED BUT THE LACK OF REFERENCES MAKE IT
 SG0066'IMPOSSIBLE TO KNOW WHERE TO DIG.  LIKELY DESTROYED.
 SG0066' 
 SG0066'TO REACH FROM THE CITY OF HANCOCK PUBLIC WORKS FACILTIY (NEAR
 SG0066'HOSPITAL) ON TOMASI DRIVE GO 0.2 MILE NW ALONG THE DRIVE TO THE OLD RR
 SG0066'GRADE AND THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0001 ***********************************************************************
 SG0001  DESIGNATION -  E 66
 SG0001  PID         -  SG0001
 SG0001  STATE/COUNTY-  MI/KEWEENAW
 SG0001  USGS QUAD   -  LAKE MEDORA (1975)
 SG0001
 SG0001                         *CURRENT SURVEY CONTROL
 SG0001  ___________________________________________________________________
 SG0001* NAD 83(1986)-  47 25 36.     (N)    087 59 36.     (W)     SCALED    
 SG0001* NAVD 88     -       330.517  (meters)    1084.37   (feet)  ADJUSTED  
 SG0001  ___________________________________________________________________
 SG0001  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 SG0001  DYNAMIC HT  -         330.573 (meters)    1084.55  (feet)  COMP
 SG0001  MODELED GRAV-     980,771.8   (mgal)                       NAVD 88
 SG0001
 SG0001  VERT ORDER  -  FIRST     CLASS II
 SG0001
 SG0001.The horizontal coordinates were scaled from a topographic map and have
 SG0001.an estimated accuracy of +/- 6 seconds.
 SG0001
 SG0001.The orthometric height was determined by differential leveling
 SG0001.and adjusted by the National Geodetic Survey in June 1991..
 SG0001
 SG0001.The geoid height was determined by GEOID03.
 SG0001
 SG0001.The dynamic height is computed by dividing the NAVD 88
 SG0001.geopotential number by the normal gravity value computed on the
 SG0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0001.degrees latitude (g = 980.6199 gals.).
 SG0001
 SG0001.The modeled gravity was interpolated from observed gravity values.
 SG0001
 SG0001;                    North         East    Units  Estimated Accuracy
 SG0001;SPC MI N     -   294,280.    7,925,050.      MT  (+/- 180 meters Scaled)
 SG0001
 SG0001                          SUPERSEDED SURVEY CONTROL
 SG0001
 SG0001  NGVD 29 (??/??/92)  330.518  (m)         1084.37   (f) ADJ UNCH    1 2
 SG0001
 SG0001.Superseded values are not recommended for survey control.
 SG0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0001.See file dsdata.txt to determine how the superseded data were derived.
 SG0001
 SG0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT250530(NAD 83)
 SG0001_MARKER: DB = BENCH MARK DISK
 SG0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0001_STAMPING: E 66 1934
 SG0001_MARK LOGO: CGS   
 SG0001_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0001+STABILITY: SURFACE MOTION
 SG0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0001+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 SG0001
 SG0001  HISTORY     - Date     Condition        Report By
 SG0001  HISTORY     - 1934     MONUMENTED       CGS
 SG0001  HISTORY     - 19941228 GOOD             MIDT
 SG0001  HISTORY     - 19960717 GOOD             NGS
 SG0001  HISTORY     - 20010912 GOOD             USPSQD
 SG0001
 SG0001                          STATION DESCRIPTION
 SG0001
 SG0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0001'21 MI N FROM MOHAWK.
 SG0001'ABOUT 21 MILES NORTH ALONG U.S. HIGHWAY 41 FROM MOHAWK, KEWEENAW
 SG0001'COUNTY, ABOUT 6 MILES WEST OF COPPER HARBOR, 2 MILES WEST OF
 SG0001'MEDORA LAKE, ON THE SUMMIT OF A WINDING HILL, BETWEEN TWO
 SG0001'3-FOOT RED OAK TREES, AND 35 FEET NORTH OF THE CENTERLINE OF THE
 SG0001'ROAD.  A STANDARD DISK, STAMPED E 66 1934 AND SET IN THE TOP
 SG0001'OF A CONCRETE POST.
 SG0001
 SG0001                          STATION RECOVERY (1994)
 SG0001
 SG0001'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 SG0001'IN SECTION 16, T-58-N, R-29-W.  ABOUT 21.0 MI (33.8 KM) NORTH ALONG
 SG0001'U.S. HIGHWAY 41 FROM MOHAWK, 6.0 MI (9.7 KM) WEST OF COPPER HARBOR,
 SG0001'2.0 MI (3.2 KM) WEST OF MEDORA LAKE, AND ON THE SUMMIT OF A WINDING
 SG0001'HILL BETWEEN TWO 3-FT RED OAK TREES.  STATION IS 26.0 FT (7.9 M) NORTH
 SG0001'OF THE CENTERLINE OF HIGHWAY 41 AND 2.0 FT (0.6 M) WEST OF A CARSONITE
 SG0001'WITNESS POST.
 SG0001
 SG0001                          STATION RECOVERY (1996)
 SG0001
 SG0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0001'9.9 KM (6.15 MI) SOUTHERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0001'STATE HIGHWAY 26 IN COPPER HARBOR, 0.9 KM (0.55 MI) WEST OF A ROAD
 SG0001'SIDE PARK, 340.0 M (1115.5 FT) EAST OF THE SUMMIT OF A HILL, 56.3 M
 SG0001'(184.7 FT) EAST OF THE CENTER OF A TRACK ROAD, 14.0 M (45.9 FT) NORTH
 SG0001'OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN, 3.8 M (12.5 FT) EAST
 SG0001'OF A 40-INCH MAPLE TREE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE
 SG0001'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 SG0001'SURFACE.
 SG0001
 SG0001                          STATION RECOVERY (2001)
 SG0001
 SG0001'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0007 ***********************************************************************
 OK0007  DESIGNATION -  E 75
 OK0007  PID         -  OK0007
 OK0007  STATE/COUNTY-  MI/SAGINAW
 OK0007  USGS QUAD   -  AUBURN (1973)
 OK0007
 OK0007                         *CURRENT SURVEY CONTROL
 OK0007  ___________________________________________________________________
 OK0007* NAD 83(1986)-  43 31 47.     (N)    084 05 20.     (W)     SCALED    
 OK0007* NAVD 88     -       202.481  (meters)     664.31   (feet)  ADJUSTED  
 OK0007  ___________________________________________________________________
 OK0007  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OK0007  DYNAMIC HT  -         202.441 (meters)     664.18  (feet)  COMP
 OK0007  MODELED GRAV-     980,415.2   (mgal)                       NAVD 88
 OK0007
 OK0007  VERT ORDER  -  SECOND    CLASS 0
 OK0007
 OK0007.This mark is at Tri City Intl Airport (MBS)
 OK0007
 OK0007.The horizontal coordinates were scaled from a topographic map and have
 OK0007.an estimated accuracy of +/- 6 seconds.
 OK0007
 OK0007.The orthometric height was determined by differential leveling
 OK0007.and adjusted by the National Geodetic Survey in June 1991..
 OK0007
 OK0007.The geoid height was determined by GEOID03.
 OK0007
 OK0007.The dynamic height is computed by dividing the NAVD 88
 OK0007.geopotential number by the normal gravity value computed on the
 OK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0007.degrees latitude (g = 980.6199 gals.).
 OK0007
 OK0007.The modeled gravity was interpolated from observed gravity values.
 OK0007
 OK0007;                    North         East    Units  Estimated Accuracy
 OK0007;SPC MI S     -   225,500.    4,022,450.      MT  (+/- 180 meters Scaled)
 OK0007
 OK0007                          SUPERSEDED SURVEY CONTROL
 OK0007
 OK0007  NGVD 29 (??/??/92)  202.660  (m)          664.89   (f) ADJ UNCH    2 0
 OK0007
 OK0007.Superseded values are not recommended for survey control.
 OK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0007.See file dsdata.txt to determine how the superseded data were derived.
 OK0007
 OK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP352237(NAD 83)
 OK0007_MARKER: DB = BENCH MARK DISK
 OK0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0007_SP_SET: CONCRETE APRON
 OK0007_STAMPING: E 75 1962
 OK0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0007
 OK0007  HISTORY     - Date     Condition        Report By
 OK0007  HISTORY     - 1962     MONUMENTED       CGS
 OK0007  HISTORY     - 1966     GOOD             NGS
 OK0007  HISTORY     - 19940508 GOOD             USPSQD
 OK0007  HISTORY     - 20011203 GOOD             NGS
 OK0007
 OK0007                          STATION DESCRIPTION
 OK0007
 OK0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 OK0007'1.3 MI E FROM FREELAND.
 OK0007'LOCATED AT THE TRI-CITY AIRPORT, SAGINAW, MICHIGAN ON THE
 OK0007'SOUTHEAST SIDE OF THE AIR FLITE INC. HANGAR.  AT THE SOUTH END
 OK0007'OF THE SLIDING HANGAR DOOR 22 FEET NORTHEAST OF THE SOUTH
 OK0007'CORNER OF THE HANGAR, 5 FEET NORTHEAST OF AN ENTRANCE DOOR
 OK0007'BETWEEN THE CORNER OF THE BUILDING AND THE SLIDING DOOR AND 0.5
 OK0007'FEET FROM THE BUILDING.  A STANDARD BM DISK STAMPED E 75 1962
 OK0007'SET IN A DRILL HOLE IN THE CONCRETE APRON.
 OK0007
 OK0007                          STATION RECOVERY (1994)
 OK0007
 OK0007'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0007'RECOVERED IN GOOD CONDITION.
 OK0007
 OK0007                          STATION RECOVERY (2001)
 OK0007
 OK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0312 ***********************************************************************
 QK0312  DESIGNATION -  E 77
 QK0312  PID         -  QK0312
 QK0312  STATE/COUNTY-  MI/CHARLEVOIX
 QK0312  USGS QUAD   -  
 QK0312
 QK0312                         *CURRENT SURVEY CONTROL
 QK0312  ___________________________________________________________________
 QK0312* NAD 83(1986)-  45 14 29.     (N)    085 14 53.     (W)     SCALED    
 QK0312* NAVD 88     -       221.706  (meters)     727.38   (feet)  ADJUSTED  
 QK0312  ___________________________________________________________________
 QK0312  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 QK0312  DYNAMIC HT  -         221.698 (meters)     727.35  (feet)  COMP
 QK0312  MODELED GRAV-     980,574.3   (mgal)                       NAVD 88
 QK0312
 QK0312  VERT ORDER  -  SECOND    CLASS 0
 QK0312
 QK0312.The horizontal coordinates were scaled from a topographic map and have
 QK0312.an estimated accuracy of +/- 6 seconds.
 QK0312
 QK0312.The orthometric height was determined by differential leveling
 QK0312.and adjusted by the National Geodetic Survey in June 1991..
 QK0312
 QK0312.The geoid height was determined by GEOID03.
 QK0312
 QK0312.The dynamic height is computed by dividing the NAVD 88
 QK0312.geopotential number by the normal gravity value computed on the
 QK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0312.degrees latitude (g = 980.6199 gals.).
 QK0312
 QK0312.The modeled gravity was interpolated from observed gravity values.
 QK0312
 QK0312;                    North         East    Units  Estimated Accuracy
 QK0312;SPC MI C     -   214,250.    5,930,800.      MT  (+/- 180 meters Scaled)
 QK0312
 QK0312                          SUPERSEDED SURVEY CONTROL
 QK0312
 QK0312  NGVD 29 (??/??/92)  221.784  (m)          727.64   (f) ADJ UNCH    2 0
 QK0312
 QK0312.Superseded values are not recommended for survey control.
 QK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0312.See file dsdata.txt to determine how the superseded data were derived.
 QK0312
 QK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR374112(NAD 83)
 QK0312_MARKER: DB = BENCH MARK DISK
 QK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0312_STAMPING: E 77 1934
 QK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0312+STABILITY: SURFACE MOTION
 QK0312
 QK0312  HISTORY     - Date     Condition        Report By
 QK0312  HISTORY     - 1934     MONUMENTED       CGS
 QK0312
 QK0312                          STATION DESCRIPTION
 QK0312
 QK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0312'5.4 MI S FROM CHARLEVOIX.
 QK0312'5.4 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0312'STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 0.2 MILE NORTH OF
 QK0312'MILEPOST GR 204, AT A ROAD CROSSING, 16 YARDS WEST OF THE WEST
 QK0312'RAIL, 5 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 1-1/2 YARDS
 QK0312'NORTHEAST OF A POLE IN A LINE OF POLES ALONG THE ROAD, AND 1 FOOT
 QK0312'HIGHER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 QK0312'E 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 QK0312'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0187 ***********************************************************************
 PL0187  DESIGNATION -  E 78
 PL0187  PID         -  PL0187
 PL0187  STATE/COUNTY-  MI/KALKASKA
 PL0187  USGS QUAD   -  KALKASKA (1985)
 PL0187
 PL0187                         *CURRENT SURVEY CONTROL
 PL0187  ___________________________________________________________________
 PL0187* NAD 83(1986)-  44 43 58.     (N)    085 10 32.     (W)     SCALED    
 PL0187* NAVD 88     -       315.339  (meters)    1034.57   (feet)  ADJUSTED  
 PL0187  ___________________________________________________________________
 PL0187  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 PL0187  DYNAMIC HT  -         315.312 (meters)    1034.49  (feet)  COMP
 PL0187  MODELED GRAV-     980,524.4   (mgal)                       NAVD 88
 PL0187
 PL0187  VERT ORDER  -  SECOND    CLASS 0
 PL0187
 PL0187.The horizontal coordinates were scaled from a topographic map and have
 PL0187.an estimated accuracy of +/- 6 seconds.
 PL0187
 PL0187.The orthometric height was determined by differential leveling
 PL0187.and adjusted by the National Geodetic Survey in June 1991..
 PL0187
 PL0187.The geoid height was determined by GEOID03.
 PL0187
 PL0187.The dynamic height is computed by dividing the NAVD 88
 PL0187.geopotential number by the normal gravity value computed on the
 PL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0187.degrees latitude (g = 980.6199 gals.).
 PL0187
 PL0187.The modeled gravity was interpolated from observed gravity values.
 PL0187
 PL0187;                    North         East    Units  Estimated Accuracy
 PL0187;SPC MI C     -   157,680.    5,935,930.      MT  (+/- 180 meters Scaled)
 PL0187
 PL0187                          SUPERSEDED SURVEY CONTROL
 PL0187
 PL0187  NGVD 29 (??/??/92)  315.434  (m)         1034.89   (f) ADJ UNCH    2 0
 PL0187
 PL0187.Superseded values are not recommended for survey control.
 PL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0187.See file dsdata.txt to determine how the superseded data were derived.
 PL0187
 PL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ444548(NAD 83)
 PL0187_MARKER: DB = BENCH MARK DISK
 PL0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0187_STAMPING: E 78 1934
 PL0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0187+STABILITY: SURFACE MOTION
 PL0187
 PL0187  HISTORY     - Date     Condition        Report By
 PL0187  HISTORY     - 1934     MONUMENTED       CGS
 PL0187  HISTORY     - 1943     GOOD             NGS
 PL0187  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0187  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0187  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0187  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0187
 PL0187                          STATION DESCRIPTION
 PL0187
 PL0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PL0187'AT KALKASKA.
 PL0187'AT KALKASKA, KALKASKA COUNTY, 80 YARDS SOUTH OF THE PENNSYLVANIA
 PL0187'RAILROAD STATION, 17 YARDS NORTHEAST OF THE CROSSING OF U.S.
 PL0187'HIGHWAY 131 (STATE HIGHWAY 66), 14 YARDS NORTH OF THE CENTERLINE
 PL0187'OF THE HIGHWAY, 7 YARDS EAST OF THE EAST RAIL, 2-1/2 YARDS NORTH
 PL0187'OF THE NORTH EDGE OF THE CONCRETE SIDEWALK ALONG THE NORTH SIDE
 PL0187'OF THE HIGHWAY, 3 YARDS EAST OF A RAILROAD BATTERY WELL, AND 2
 PL0187'YARDS WEST OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED E 78
 PL0187'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 PL0187'ABOVE GROUND.
 PL0187
 PL0187                          STATION RECOVERY (1983)
 PL0187
 PL0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0187'MARK NOT FOUND.
 PL0187
 PL0187                          STATION RECOVERY (1992)
 PL0187
 PL0187'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0187'MARK NOT FOUND.
 PL0187
 PL0187                          STATION RECOVERY (1997)
 PL0187
 PL0187'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0187'MARK NOT FOUND.
 PL0187
 PL0187                          STATION RECOVERY (2001)
 PL0187
 PL0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0187'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0030 ***********************************************************************
 QJ0030  DESIGNATION -  E 80
 QJ0030  PID         -  QJ0030
 QJ0030  STATE/COUNTY-  MI/ALPENA
 QJ0030  USGS QUAD   -  LACHINE (1971)
 QJ0030
 QJ0030                         *CURRENT SURVEY CONTROL
 QJ0030  ___________________________________________________________________
 QJ0030* NAD 83(1986)-  45 03 37.     (N)    083 44 50.     (W)     SCALED    
 QJ0030* NAVD 88     -       232.027  (meters)     761.24   (feet)  ADJUSTED  
 QJ0030  ___________________________________________________________________
 QJ0030  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 QJ0030  DYNAMIC HT  -         232.007 (meters)     761.18  (feet)  COMP
 QJ0030  MODELED GRAV-     980,528.3   (mgal)                       NAVD 88
 QJ0030
 QJ0030  VERT ORDER  -  SECOND    CLASS 0
 QJ0030
 QJ0030.The horizontal coordinates were scaled from a topographic map and have
 QJ0030.an estimated accuracy of +/- 6 seconds.
 QJ0030
 QJ0030.The orthometric height was determined by differential leveling
 QJ0030.and adjusted by the National Geodetic Survey in June 1991..
 QJ0030
 QJ0030.The geoid height was determined by GEOID03.
 QJ0030
 QJ0030.The dynamic height is computed by dividing the NAVD 88
 QJ0030.geopotential number by the normal gravity value computed on the
 QJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0030.degrees latitude (g = 980.6199 gals.).
 QJ0030
 QJ0030.The modeled gravity was interpolated from observed gravity values.
 QJ0030
 QJ0030;                    North         East    Units  Estimated Accuracy
 QJ0030;SPC MI C     -   193,940.    6,048,790.      MT  (+/- 180 meters Scaled)
 QJ0030
 QJ0030                          SUPERSEDED SURVEY CONTROL
 QJ0030
 QJ0030  NGVD 29 (??/??/92)  232.169  (m)          761.71   (f) ADJ UNCH    2 0
 QJ0030
 QJ0030.Superseded values are not recommended for survey control.
 QJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0030.See file dsdata.txt to determine how the superseded data were derived.
 QJ0030
 QJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK837933(NAD 83)
 QJ0030_MARKER: DB = BENCH MARK DISK
 QJ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0030_STAMPING: E 80 1934
 QJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0030+STABILITY: SURFACE MOTION
 QJ0030
 QJ0030  HISTORY     - Date     Condition        Report By
 QJ0030  HISTORY     - 1934     MONUMENTED       CGS
 QJ0030  HISTORY     - 1953     MARK NOT FOUND   NGS
 QJ0030  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0030
 QJ0030                          STATION DESCRIPTION
 QJ0030
 QJ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QJ0030'AT FLANDERS.
 QJ0030'AT FLANDERS, ALPENA COUNTY, ON STATE HIGHWAY 32, AT THE PUBLIC
 QJ0030'SCHOOL, 116 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 QJ0030'BUILDING, 79 FEET SOUTH OF A WATER WELL, 32 FEET NORTH OF THE
 QJ0030'CENTERLINE OF THE HIGHWAY, AND 2 FEET LOWER THAN THE HIGHWAY.
 QJ0030'A STANDARD DISK, STAMPED E 80 1934 AND SET IN THE TOP OF A
 QJ0030'CONCRETE POST.
 QJ0030
 QJ0030                          STATION RECOVERY (1999)
 QJ0030
 QJ0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0088 ***********************************************************************
 PK0088  DESIGNATION -  E 82
 PK0088  PID         -  PK0088
 PK0088  STATE/COUNTY-  MI/IOSCO
 PK0088  USGS QUAD   -  WHITTEMORE (1968)
 PK0088
 PK0088                         *CURRENT SURVEY CONTROL
 PK0088  ___________________________________________________________________
 PK0088* NAD 83(1986)-  44 14 02.     (N)    083 47 36.     (W)     SCALED    
 PK0088* NAVD 88     -       234.509  (meters)     769.38   (feet)  ADJUSTED  
 PK0088  ___________________________________________________________________
 PK0088  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0088  DYNAMIC HT  -         234.474 (meters)     769.27  (feet)  COMP
 PK0088  MODELED GRAV-     980,465.0   (mgal)                       NAVD 88
 PK0088
 PK0088  VERT ORDER  -  SECOND    CLASS 0
 PK0088
 PK0088.The horizontal coordinates were scaled from a topographic map and have
 PK0088.an estimated accuracy of +/- 6 seconds.
 PK0088
 PK0088.The orthometric height was determined by differential leveling
 PK0088.and adjusted by the National Geodetic Survey in June 1991..
 PK0088
 PK0088.The geoid height was determined by GEOID03.
 PK0088
 PK0088.The dynamic height is computed by dividing the NAVD 88
 PK0088.geopotential number by the normal gravity value computed on the
 PK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0088.degrees latitude (g = 980.6199 gals.).
 PK0088
 PK0088.The modeled gravity was interpolated from observed gravity values.
 PK0088
 PK0088;                    North         East    Units  Estimated Accuracy
 PK0088;SPC MI C     -   102,090.    6,045,800.      MT  (+/- 180 meters Scaled)
 PK0088
 PK0088                          SUPERSEDED SURVEY CONTROL
 PK0088
 PK0088  NGVD 29 (??/??/92)  234.685  (m)          769.96   (f) ADJ UNCH    2 0
 PK0088
 PK0088.Superseded values are not recommended for survey control.
 PK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0088.See file dsdata.txt to determine how the superseded data were derived.
 PK0088
 PK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK769016(NAD 83)
 PK0088_MARKER: DB = BENCH MARK DISK
 PK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0088_STAMPING: E 82 1934
 PK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0088+STABILITY: SURFACE MOTION
 PK0088
 PK0088  HISTORY     - Date     Condition        Report By
 PK0088  HISTORY     - 1934     MONUMENTED       CGS
 PK0088  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0088  HISTORY     - 1988     GOOD             USPSQD
 PK0088
 PK0088                          STATION DESCRIPTION
 PK0088
 PK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0088'0.4 MI E FROM WHITTEMORE.
 PK0088'0.4 MILE EAST ALONG THE COUNTY ROAD LEADING TO NATIONAL CITY
 PK0088'FROM THE POST OFFICE AT WHITTEMORE, IOSCO COUNTY, 200 YARDS
 PK0088'SOUTHWEST OF A ONE-STORY FARMHOUSE, 34 FEET NORTH OF THE CENTERLINE
 PK0088'OF THE ROAD, 22 FEET WEST OF A NORTH-AND-SOUTH FENCE, 2 FEET
 PK0088'HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED E 82 1934
 PK0088'AND SET IN THE TOP OF A CONCRETE POST.
 PK0088
 PK0088                          STATION RECOVERY (1983)
 PK0088
 PK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0088'NOT RECOVERED, POSSIBLY DESTROYED WHEN FENCE LINE WAS REMOVED.
 PK0088
 PK0088                          STATION RECOVERY (1988)
 PK0088
 PK0088'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0001 ***********************************************************************
 PL0001  DESIGNATION -  E 83
 PL0001  PID         -  PL0001
 PL0001  STATE/COUNTY-  MI/OSCODA
 PL0001  USGS QUAD   -  MIO (1972)
 PL0001
 PL0001                         *CURRENT SURVEY CONTROL
 PL0001  ___________________________________________________________________
 PL0001* NAD 83(1994)-  44 39 07.77577(N)    084 07 57.92022(W)     ADJUSTED  
 PL0001* NAVD 88     -       311.267  (meters)    1021.22   (feet)  ADJUSTED  
 PL0001  ___________________________________________________________________
 PL0001  X           -     464,611.243 (meters)                     COMP
 PL0001  Y           -  -4,521,227.845 (meters)                     COMP
 PL0001  Z           -   4,460,126.593 (meters)                     COMP
 PL0001  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 PL0001  ELLIP HEIGHT-         276.22  (meters)          (07/17/02) GPS OBS
 PL0001  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 PL0001  DYNAMIC HT  -         311.229 (meters)    1021.09  (feet)  COMP
 PL0001  MODELED GRAV-     980,489.1   (mgal)                       NAVD 88
 PL0001
 PL0001  HORZ ORDER  -  FIRST
 PL0001  VERT ORDER  -  SECOND    CLASS 0
 PL0001  ELLP ORDER  -  FOURTH    CLASS I
 PL0001
 PL0001.The horizontal coordinates were established by GPS observations
 PL0001.and adjusted by the National Geodetic Survey in February 1997..
 PL0001
 PL0001.The orthometric height was determined by differential leveling
 PL0001.and adjusted by the National Geodetic Survey in June 1991..
 PL0001
 PL0001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0001
 PL0001.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0001
 PL0001.The ellipsoidal height was determined by GPS observations
 PL0001.and is referenced to NAD 83.
 PL0001
 PL0001.The geoid height was determined by GEOID03.
 PL0001
 PL0001.The dynamic height is computed by dividing the NAVD 88
 PL0001.geopotential number by the normal gravity value computed on the
 PL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0001.degrees latitude (g = 980.6199 gals.).
 PL0001
 PL0001.The modeled gravity was interpolated from observed gravity values.
 PL0001
 PL0001;                    North         East     Units Scale Factor Converg.
 PL0001;SPC MI C     -   148,426.939 6,018,552.988   MT  0.99992556   +0 09 54.9
 PL0001;SPC MI C     -   486,965.02 19,745,908.75   iFT  0.99992556   +0 09 54.9
 PL0001;UTM  16      - 4,948,310.567   727,347.119   MT  1.00023565   +2 00 57.5
 PL0001
 PL0001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0001!SPC MI C     -   0.99995669  x   0.99992556  =   0.99988226
 PL0001!UTM  16      -   0.99995669  x   1.00023565  =   1.00019233
 PL0001
 PL0001                          SUPERSEDED SURVEY CONTROL
 PL0001
 PL0001  NAD 83(1986)-  44 39 07.76859(N)    084 07 57.93016(W) AD(       ) 1
 PL0001  NAVD 88 (01/22/93)  311.27   (m)         1021.2    (f) LEVELING    3  
 PL0001  NGVD 29 (??/??/92)  311.404  (m)         1021.66   (f) ADJ UNCH    2 0
 PL0001
 PL0001.Superseded values are not recommended for survey control.
 PL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0001.See file dsdata.txt to determine how the superseded data were derived.
 PL0001
 PL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ2734748311(NAD 83)
 PL0001_MARKER: DB = BENCH MARK DISK
 PL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0001_SP_SET: CONCRETE POST
 PL0001_STAMPING: E 83 1934
 PL0001_MARK LOGO: CGS   
 PL0001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0001+STABILITY: SURFACE MOTION
 PL0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0001+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 PL0001
 PL0001  HISTORY     - Date     Condition        Report By
 PL0001  HISTORY     - 1934     MONUMENTED       CGS
 PL0001  HISTORY     - 19910625 GOOD             USFS
 PL0001  HISTORY     - 20011203 GOOD             NGS
 PL0001  HISTORY     - 20040526 GOOD             USPSQD
 PL0001
 PL0001                          STATION DESCRIPTION
 PL0001
 PL0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0001'AT MIO.
 PL0001'AT MIO, OSCODA COUNTY, ON STATE HIGHWAY 72, 240 YARDS WEST OF THE
 PL0001'CENTERLINE OF STATE HIGHWAY 33, 35 YARDS NORTHEAST OF THE NORTHEAST
 PL0001'CORNER OF THE MICHIGAN DEPARTMENT OF CONSERVATION BUILDING, 46
 PL0001'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36 FEET EAST OF THE
 PL0001'DRIVEWAY CONCRETE CURB, 1.5 FEET NORTH OF A FENCE, AND LEVEL WITH
 PL0001'THE HIGHWAY.  A STANDARD DISK, STAMPED E 83 1934 AND SET IN THE
 PL0001'TOP OF A CONCRETE POST.
 PL0001
 PL0001                          STATION RECOVERY (1991)
 PL0001
 PL0001'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0001'FROM THE INTERSECTION OF M-72 AND M-33 IN DOWNTOWN MIO PROCEED WEST ON
 PL0001'M-72, 733 FT (223.4 M) TO THE STATION ON LEFT, 50 FT (15.2 M) SOUTH OF
 PL0001'THE CENTERLINE OF M-72, IN THE FRONT YARD OF THE CATHOLIC CHURCH,
 PL0001'SOUTHEAST AND ACROSS THE STREET FROM THE OSCODA COUNTY ROAD COMMISSION
 PL0001'GARAGE, MAP POSITION IS NEAR THE EAST 1/16 CORNER COMMON TO SECTIONS
 PL0001'12 AND 13 T26N R2E.  STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK
 PL0001'SET INTO THE TOP OF A 6 INCH SQUARE CONCRETE POST, PROJECTING 4 INCHES
 PL0001'ABOVE GROUND.  THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE
 PL0001'ORIGINAL DESCRIPTION.
 PL0001
 PL0001                          STATION RECOVERY (2001)
 PL0001
 PL0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0001'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0001
 PL0001                          STATION RECOVERY (2004)
 PL0001
 PL0001'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0036 ***********************************************************************
 OK0036  DESIGNATION -  E 84
 OK0036  PID         -  OK0036
 OK0036  STATE/COUNTY-  MI/BAY
 OK0036  USGS QUAD   -  MOUNT FOREST (1973)
 OK0036
 OK0036                         *CURRENT SURVEY CONTROL
 OK0036  ___________________________________________________________________
 OK0036* NAD 83(1986)-  43 52 36.     (N)    084 03 56.     (W)     SCALED    
 OK0036* NAVD 88     -       196.520  (meters)     644.75   (feet)  ADJUSTED  
 OK0036  ___________________________________________________________________
 OK0036  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OK0036  DYNAMIC HT  -         196.485 (meters)     644.63  (feet)  COMP
 OK0036  MODELED GRAV-     980,437.0   (mgal)                       NAVD 88
 OK0036
 OK0036  VERT ORDER  -  SECOND    CLASS 0
 OK0036
 OK0036.The horizontal coordinates were scaled from a topographic map and have
 OK0036.an estimated accuracy of +/- 6 seconds.
 OK0036
 OK0036.The orthometric height was determined by differential leveling
 OK0036.and adjusted by the National Geodetic Survey in June 1991..
 OK0036
 OK0036.The geoid height was determined by GEOID03.
 OK0036
 OK0036.The dynamic height is computed by dividing the NAVD 88
 OK0036.geopotential number by the normal gravity value computed on the
 OK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0036.degrees latitude (g = 980.6199 gals.).
 OK0036
 OK0036.The modeled gravity was interpolated from observed gravity values.
 OK0036
 OK0036;                    North         East    Units  Estimated Accuracy
 OK0036;SPC MI S     -   264,060.    4,024,200.      MT  (+/- 180 meters Scaled)
 OK0036
 OK0036                          SUPERSEDED SURVEY CONTROL
 OK0036
 OK0036  NGVD 29 (??/??/92)  196.700  (m)          645.34   (f) ADJ UNCH    2 0
 OK0036
 OK0036.Superseded values are not recommended for survey control.
 OK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0036.See file dsdata.txt to determine how the superseded data were derived.
 OK0036
 OK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP357623(NAD 83)
 OK0036_MARKER: DB = BENCH MARK DISK
 OK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0036_STAMPING: E 84 1934
 OK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0036+STABILITY: SURFACE MOTION
 OK0036
 OK0036  HISTORY     - Date     Condition        Report By
 OK0036  HISTORY     - 1934     MONUMENTED       CGS
 OK0036  HISTORY     - 1949     GOOD             NGS
 OK0036  HISTORY     - 1966     GOOD             USGS
 OK0036  HISTORY     - 19970719 GOOD             USPSQD
 OK0036
 OK0036                          STATION DESCRIPTION
 OK0036
 OK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 OK0036'AT NINE MILE.
 OK0036'AT NINE MILE, BAY COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OK0036'AT A DIRT ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE
 OK0036'ROAD, 44 FEET SOUTH OF THE SOUTH RAIL.  10 FEET NORTHWEST OF
 OK0036'THE SOUTHWEST CORNER POST, 3 FEET NORTH OF A WIRE FENCE, AND
 OK0036'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 84
 OK0036'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0036
 OK0036                          STATION RECOVERY (1966)
 OK0036
 OK0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0036'RECOVERED IN GOOD CONDITION.
 OK0036
 OK0036                          STATION RECOVERY (1997)
 OK0036
 OK0036'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0178 ***********************************************************************
 OK0178  DESIGNATION -  E 85
 OK0178  PID         -  OK0178
 OK0178  STATE/COUNTY-  MI/MONTCALM
 OK0178  USGS QUAD   -  RIVERDALE (1965)
 OK0178
 OK0178                         *CURRENT SURVEY CONTROL
 OK0178  ___________________________________________________________________
 OK0178* NAD 83(1986)-  43 23 42.     (N)    084 51 19.     (W)     SCALED    
 OK0178* NAVD 88     -       251.261  (meters)     824.35   (feet)  ADJUSTED  
 OK0178  ___________________________________________________________________
 OK0178  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 OK0178  DYNAMIC HT  -         251.214 (meters)     824.19  (feet)  COMP
 OK0178  MODELED GRAV-     980,424.9   (mgal)                       NAVD 88
 OK0178
 OK0178  VERT ORDER  -  SECOND    CLASS 0
 OK0178
 OK0178.The horizontal coordinates were scaled from a topographic map and have
 OK0178.an estimated accuracy of +/- 6 seconds.
 OK0178
 OK0178.The orthometric height was determined by differential leveling
 OK0178.and adjusted by the National Geodetic Survey in June 1991..
 OK0178
 OK0178.The geoid height was determined by GEOID03.
 OK0178
 OK0178.The dynamic height is computed by dividing the NAVD 88
 OK0178.geopotential number by the normal gravity value computed on the
 OK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0178.degrees latitude (g = 980.6199 gals.).
 OK0178
 OK0178.The modeled gravity was interpolated from observed gravity values.
 OK0178
 OK0178;                    North         East    Units  Estimated Accuracy
 OK0178;SPC MI S     -   210,610.    3,960,420.      MT  (+/- 180 meters Scaled)
 OK0178
 OK0178                          SUPERSEDED SURVEY CONTROL
 OK0178
 OK0178  NGVD 29 (??/??/92)  251.406  (m)          824.82   (f) ADJ UNCH    2 0
 OK0178
 OK0178.Superseded values are not recommended for survey control.
 OK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0178.See file dsdata.txt to determine how the superseded data were derived.
 OK0178
 OK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP736069(NAD 83)
 OK0178_MARKER: DB = BENCH MARK DISK
 OK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0178_STAMPING: E 85 1934
 OK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0178+STABILITY: SURFACE MOTION
 OK0178
 OK0178  HISTORY     - Date     Condition        Report By
 OK0178  HISTORY     - 1934     MONUMENTED       CGS
 OK0178  HISTORY     - 19940622 GOOD             USPSQD
 OK0178  HISTORY     - 20011205 GOOD             NGS
 OK0178
 OK0178                          STATION DESCRIPTION
 OK0178
 OK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0178'1 MI W FROM RIVERDALE.
 OK0178'IN MONTCALM COUNTY, 1.0 MILE WEST ALONG THE C AND O RY. FROM
 OK0178'THE STATION AT RIVERDALE, GRATIOT COUNTY, 23 RAILS WEST OF
 OK0178'MILEPOST S 50, 16 YARDS FROM THE CENTERLINE OF A GRAVEL ROAD,
 OK0178'14 YARDS NORTH OF THE NORTH RAIL, AND 2 FEET LOWER THAN THE
 OK0178'RAIL.  A STANDARD DISK, STAMPED E 85 1934 AND SET IN THE TOP
 OK0178'OF A CONCRETE POST.
 OK0178
 OK0178                          STATION RECOVERY (1994)
 OK0178
 OK0178'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0178'RECOVERED IN GOOD CONDITION.
 OK0178
 OK0178                          STATION RECOVERY (2001)
 OK0178
 OK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0091 ***********************************************************************
 OK0091  DESIGNATION -  E 86
 OK0091  PID         -  OK0091
 OK0091  STATE/COUNTY-  MI/SAGINAW
 OK0091  USGS QUAD   -  SHIELDS (1975)
 OK0091
 OK0091                         *CURRENT SURVEY CONTROL
 OK0091  ___________________________________________________________________
 OK0091* NAD 83(1986)-  43 22 46.     (N)    084 05 38.     (W)     SCALED    
 OK0091* NAVD 88     -       180.967  (meters)     593.72   (feet)  ADJUSTED  
 OK0091  ___________________________________________________________________
 OK0091  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OK0091  DYNAMIC HT  -         180.930 (meters)     593.60  (feet)  COMP
 OK0091  MODELED GRAV-     980,411.0   (mgal)                       NAVD 88
 OK0091
 OK0091  VERT ORDER  -  SECOND    CLASS 0
 OK0091
 OK0091.The horizontal coordinates were scaled from a topographic map and have
 OK0091.an estimated accuracy of +/- 6 seconds.
 OK0091
 OK0091.The orthometric height was determined by differential leveling
 OK0091.and adjusted by the National Geodetic Survey in June 1991..
 OK0091
 OK0091.The geoid height was determined by GEOID03.
 OK0091
 OK0091.The dynamic height is computed by dividing the NAVD 88
 OK0091.geopotential number by the normal gravity value computed on the
 OK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0091.degrees latitude (g = 980.6199 gals.).
 OK0091
 OK0091.The modeled gravity was interpolated from observed gravity values.
 OK0091
 OK0091;                    North         East    Units  Estimated Accuracy
 OK0091;SPC MI S     -   208,800.    4,022,100.      MT  (+/- 180 meters Scaled)
 OK0091
 OK0091                          SUPERSEDED SURVEY CONTROL
 OK0091
 OK0091  NGVD 29 (??/??/92)  181.149  (m)          594.32   (f) ADJ UNCH    2 0
 OK0091
 OK0091.Superseded values are not recommended for survey control.
 OK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0091.See file dsdata.txt to determine how the superseded data were derived.
 OK0091
 OK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP354070(NAD 83)
 OK0091_MARKER: DB = BENCH MARK DISK
 OK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0091_STAMPING: E 86 1934
 OK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0091+STABILITY: SURFACE MOTION
 OK0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0091+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0091
 OK0091  HISTORY     - Date     Condition        Report By
 OK0091  HISTORY     - 1934     MONUMENTED       CGS
 OK0091  HISTORY     - 1966     GOOD             USGS
 OK0091  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0091  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0091  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0091  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0091
 OK0091                          STATION DESCRIPTION
 OK0091
 OK0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0091'2.9 MI SW FROM PAINES.
 OK0091'2.9 MILES SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OK0091'THE STATION AT PAINES, SAGINAW COUNTY, AT SWAN CREEK, 100 FEET
 OK0091'EAST OF THE CENTERLINE OF A CONCRETE HIGHWAY, 28.5 FEET NORTH
 OK0091'OF THE NORTH RAIL, 9.5 FEET SOUTH OF A POLE, AND 1 FOOT LOWER
 OK0091'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 86 1934
 OK0091'AND SET IN THE TOP OF A CONCRETE POST.
 OK0091
 OK0091                          STATION RECOVERY (1966)
 OK0091
 OK0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0091'RECOVERED IN GOOD CONDITION.
 OK0091
 OK0091                          STATION RECOVERY (1994)
 OK0091
 OK0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0091'MARK NOT FOUND.
 OK0091
 OK0091                          STATION RECOVERY (1995)
 OK0091
 OK0091'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0091'MARK NOT FOUND.
 OK0091
 OK0091                          STATION RECOVERY (2001)
 OK0091
 OK0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0091
 OK0091                          STATION RECOVERY (2001)
 OK0091
 OK0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0091'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0323 ***********************************************************************
 PL0323  DESIGNATION -  E 87
 PL0323  PID         -  PL0323
 PL0323  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0323  USGS QUAD   -  
 PL0323
 PL0323                         *CURRENT SURVEY CONTROL
 PL0323  ___________________________________________________________________
 PL0323* NAD 83(1986)-  44 44 45.     (N)    085 33 38.     (W)     SCALED    
 PL0323* NAVD 88     -       182.837  (meters)     599.86   (feet)  ADJUSTED  
 PL0323  ___________________________________________________________________
 PL0323  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PL0323  DYNAMIC HT  -         182.824 (meters)     599.82  (feet)  COMP
 PL0323  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 PL0323
 PL0323  VERT ORDER  -  SECOND    CLASS 0
 PL0323
 PL0323.The horizontal coordinates were scaled from a topographic map and have
 PL0323.an estimated accuracy of +/- 6 seconds.
 PL0323
 PL0323.The orthometric height was determined by differential leveling
 PL0323.and adjusted by the National Geodetic Survey in June 1991..
 PL0323
 PL0323.The geoid height was determined by GEOID03.
 PL0323
 PL0323.The dynamic height is computed by dividing the NAVD 88
 PL0323.geopotential number by the normal gravity value computed on the
 PL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0323.degrees latitude (g = 980.6199 gals.).
 PL0323
 PL0323.The modeled gravity was interpolated from observed gravity values.
 PL0323
 PL0323;                    North         East    Units  Estimated Accuracy
 PL0323;SPC MI C     -   159,510.    5,905,460.      MT  (+/- 180 meters Scaled)
 PL0323
 PL0323                          SUPERSEDED SURVEY CONTROL
 PL0323
 PL0323  NGVD 29 (??/??/92)  182.94   (m)          600.2    (f) COMPUTED    2 0
 PL0323
 PL0323.Superseded values are not recommended for survey control.
 PL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0323.See file dsdata.txt to determine how the superseded data were derived.
 PL0323
 PL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ139557(NAD 83)
 PL0323_MARKER: DB = BENCH MARK DISK
 PL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0323_STAMPING: E 87 1934
 PL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0323+STABILITY: SURFACE MOTION
 PL0323
 PL0323  HISTORY     - Date     Condition        Report By
 PL0323  HISTORY     - 1934     MONUMENTED       CGS
 PL0323  HISTORY     - 1961     GOOD             NGS
 PL0323  HISTORY     - 1990     GOOD             USPSQD
 PL0323
 PL0323                          STATION DESCRIPTION
 PL0323
 PL0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0323'2.6 MI E FROM TRAVERSE CITY.
 PL0323'2.6 MILES EAST ON THE GRND RAPIDS TO PETOSKEY BRANCH OF THE PERE
 PL0323'MARQUETTE RAILWAY, 7 1/2 RAILS EAST OF MP NO. GR 150, 18 YARDS
 PL0323'SOUTHWEST OF DIRT ROAD CROSSING, 12 YARDS WEST OF THE CENTER LINE
 PL0323'OF DIRT ROAD, 12 YARDS SOUTH OF THE SOUTH RAIL, 1 YARD NORTHEAST
 PL0323'OF RAILWAY TELEPHONE POLE, A CONCRETE POST, 15 INCHES ABOVE THE
 PL0323'GROUND.
 PL0323
 PL0323                          STATION RECOVERY (1961)
 PL0323
 PL0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 PL0323'RECOVERED IN GOOD CONDITION.
 PL0323
 PL0323                          STATION RECOVERY (1990)
 PL0323
 PL0323'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0323'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0329 ***********************************************************************
 QK0329  DESIGNATION -  E 88
 QK0329  PID         -  QK0329
 QK0329  STATE/COUNTY-  MI/LEELANAU
 QK0329  USGS QUAD   -  
 QK0329
 QK0329                         *CURRENT SURVEY CONTROL
 QK0329  ___________________________________________________________________
 QK0329* NAD 83(1994)-  45 01 20.56157(N)    085 45 37.43692(W)     ADJUSTED  
 QK0329* NAVD 88     -       183.362  (meters)     601.58   (feet)  ADJUSTED  
 QK0329  ___________________________________________________________________
 QK0329  X           -     333,851.848 (meters)                     COMP
 QK0329  Y           -  -4,503,579.218 (meters)                     COMP
 QK0329  Z           -   4,489,211.209 (meters)                     COMP
 QK0329  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 QK0329  ELLIP HEIGHT-         147.89  (meters)          (02/03/97) GPS OBS
 QK0329  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 QK0329  DYNAMIC HT  -         183.350 (meters)     601.54  (feet)  COMP
 QK0329  MODELED GRAV-     980,548.0   (mgal)                       NAVD 88
 QK0329
 QK0329  HORZ ORDER  -  FIRST
 QK0329  VERT ORDER  -  SECOND    CLASS 0
 QK0329  ELLP ORDER  -  FOURTH    CLASS I
 QK0329
 QK0329.The horizontal coordinates were established by GPS observations
 QK0329.and adjusted by the National Geodetic Survey in February 1997..
 QK0329
 QK0329.The orthometric height was determined by differential leveling
 QK0329.and adjusted by the National Geodetic Survey in June 1991..
 QK0329
 QK0329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0329
 QK0329.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0329
 QK0329.The ellipsoidal height was determined by GPS observations
 QK0329.and is referenced to NAD 83.
 QK0329
 QK0329.The geoid height was determined by GEOID03.
 QK0329
 QK0329.The dynamic height is computed by dividing the NAVD 88
 QK0329.geopotential number by the normal gravity value computed on the
 QK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0329.degrees latitude (g = 980.6199 gals.).
 QK0329
 QK0329.The modeled gravity was interpolated from observed gravity values.
 QK0329
 QK0329;                    North         East     Units Scale Factor Converg.
 QK0329;SPC MI C     -   190,482.263 5,890,166.280   MT  0.99991365   -0 59 04.4
 QK0329;SPC MI C     -   624,941.81 19,324,692.52   iFT  0.99991365   -0 59 04.4
 QK0329;UTM  16      - 4,986,183.720   597,661.477   MT  0.99971728   +0 52 37.0
 QK0329
 QK0329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0329!SPC MI C     -   0.99997681  x   0.99991365  =   0.99989047
 QK0329!UTM  16      -   0.99997681  x   0.99971728  =   0.99969410
 QK0329
 QK0329                          SUPERSEDED SURVEY CONTROL
 QK0329
 QK0329  NAD 83(1986)-  45 01 20.55850(N)    085 45 37.42818(W) AD(       ) 1
 QK0329  NGVD 29 (??/??/92)  183.467  (m)          601.92   (f) ADJ UNCH    2 0
 QK0329
 QK0329.Superseded values are not recommended for survey control.
 QK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0329.See file dsdata.txt to determine how the superseded data were derived.
 QK0329
 QK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9766186184(NAD 83)
 QK0329_MARKER: DB = BENCH MARK DISK
 QK0329_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0329_SP_SET: CONCRETE RAILING POST
 QK0329_STAMPING: E 88 1934
 QK0329_MARK LOGO: CGS   
 QK0329_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0329+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 QK0329
 QK0329  HISTORY     - Date     Condition        Report By
 QK0329  HISTORY     - 1934     MONUMENTED       CGS
 QK0329  HISTORY     - 19920910 GOOD             MIDT
 QK0329  HISTORY     - 19980726 GOOD             USPSQD
 QK0329  HISTORY     - 20040507 MARK NOT FOUND   USPSQD
 QK0329
 QK0329                          STATION DESCRIPTION
 QK0329
 QK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0329'AT LELAND.
 QK0329'AT LELAND, LEELANAU COUNTY, ON STATE HIGHWAY 22, 45 YARDS SOUTH
 QK0329'OF THE LELAND MERCANTILE CO. PROPERTY, AT THE EAST SIDE OF THE
 QK0329'BRIDGE OVER THE OUTLET FROM LAKE LEELANAU, IN THE CENTER OF THE
 QK0329'TOP OF THE MIDDLE CONCRETE POST OF THE CONCRETE RAILING, 7-1/2
 QK0329'YARDS EAST OF THE CENTERLINE OF THE BRIDGE, 1-1/2 YARDS EAST
 QK0329'OF THE EDGE OF THE EAST CURB, AND 3 FEET HIGHER THAN THE EAST
 QK0329'SIDEWALK.  A STANDARD DISK, STAMPED E 88 1934.
 QK0329
 QK0329                          STATION RECOVERY (1992)
 QK0329
 QK0329'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 QK0329'STATION IS LOCATED IN QUAD 450853, ON THE LELAND QUADRANGLE MAP.  IT
 QK0329'IS IN FRACTIONAL SECTION 9, T-30-N, R-12-W LELAND TOWNSHIP.  STATION
 QK0329'IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, AT LELAND, MICHIGAN, ON THE
 QK0329'M-22 BRIDGE, OVER THE LAKE LEELANAU CHANNEL, AS DESCRIBED.
 QK0329'STATION IS LOCATED IN LELAND, ON THE TOP OF THE FOURTH CONCRETE
 QK0329'RAILING POST FROM THE SOUTHEAST END, ON THE EASTERLY SIDE, OF THE
 QK0329'M-22 BRIDGE OVER THE LAKE LEELANAU CHANNEL, 4.0 FT (1.2 M) EASTERLY
 QK0329'FROM THE EASTERLY EDGE OF PAVEMENT AT WALKWAY. THERE IS NO WITNESS
 QK0329'POST MARKING THE STATION LOCATION.
 QK0329'NOTE - A SHORT TRIPOD IS NECESSARY TO SUPPORT AN ANTENNA, USED IN
 QK0329'GATHERING SATELLITE SIGNALS, FROM THE STATION ON THE TOP OF THE
 QK0329'CONCRETE RAILING POST, WHICH MEASURES ABOUT 1 FT (0.3 M) BY 1 FT
 QK0329'(0.3 M) .
 QK0329
 QK0329                          STATION RECOVERY (1998)
 QK0329
 QK0329'RECOVERY NOTE BY US POWER SQUADRON 1998
 QK0329'RECOVERED IN GOOD CONDITION.
 QK0329
 QK0329                          STATION RECOVERY (2004)
 QK0329
 QK0329'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0329'PRESUMED DESTROYED BY BRIDGE CONSTRUCTION IN 1999
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0130 ***********************************************************************
 PL0130  DESIGNATION -  E 90
 PL0130  PID         -  PL0130
 PL0130  STATE/COUNTY-  MI/ROSCOMMON
 PL0130  USGS QUAD   -  
 PL0130
 PL0130                         *CURRENT SURVEY CONTROL
 PL0130  ___________________________________________________________________
 PL0130* NAD 83(1986)-  44 20 09.     (N)    084 48 22.     (W)     SCALED    
 PL0130* NAVD 88     -       353.232  (meters)    1158.90   (feet)  ADJUSTED  
 PL0130  ___________________________________________________________________
 PL0130  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 PL0130  DYNAMIC HT  -         353.177 (meters)    1158.71  (feet)  COMP
 PL0130  MODELED GRAV-     980,451.7   (mgal)                       NAVD 88
 PL0130
 PL0130  VERT ORDER  -  SECOND    CLASS 0
 PL0130
 PL0130.The horizontal coordinates were scaled from a topographic map and have
 PL0130.an estimated accuracy of +/- 6 seconds.
 PL0130
 PL0130.The orthometric height was determined by differential leveling
 PL0130.and adjusted by the National Geodetic Survey in June 1991..
 PL0130
 PL0130.The geoid height was determined by GEOID03.
 PL0130
 PL0130.The dynamic height is computed by dividing the NAVD 88
 PL0130.geopotential number by the normal gravity value computed on the
 PL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0130.degrees latitude (g = 980.6199 gals.).
 PL0130
 PL0130.The modeled gravity was interpolated from observed gravity values.
 PL0130
 PL0130;                    North         East    Units  Estimated Accuracy
 PL0130;SPC MI C     -   113,350.    5,964,960.      MT  (+/- 180 meters Scaled)
 PL0130
 PL0130                          SUPERSEDED SURVEY CONTROL
 PL0130
 PL0130  NGVD 29 (??/??/92)  353.35   (m)         1159.3    (f) COMPUTED    2 0
 PL0130
 PL0130.Superseded values are not recommended for survey control.
 PL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0130.See file dsdata.txt to determine how the superseded data were derived.
 PL0130
 PL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ748115(NAD 83)
 PL0130_MARKER: DB = BENCH MARK DISK
 PL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0130_STAMPING: E 90 1934
 PL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0130+STABILITY: SURFACE MOTION
 PL0130
 PL0130  HISTORY     - Date     Condition        Report By
 PL0130  HISTORY     - 1934     MONUMENTED       CGS
 PL0130
 PL0130                          STATION DESCRIPTION
 PL0130
 PL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0130'1.8 MI W FROM HOUGHTON HEIGHTS.
 PL0130'1.8 MILES WEST OF THE POST OFFICE ALONG MICHIGAN STATE HIGHWAY
 PL0130'55, 0.3 MILES EAST OF COUNTY LEADING TO HIGGINS LAKE, 150 YARDS
 PL0130'WEST AND ACROSS ROAD FROM CEMENT BLOCK BUNGALOW OCCUPIED BY
 PL0130'MR. MORHART, AT EDGE OF FENCE, 30.3 FEET SOUTH OF THE CENTER LINE
 PL0130'OF 55, LEVEL WITH TOP OF HIGHWAY, AND ON TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0131 ***********************************************************************
 PL0131  DESIGNATION -  E 90 RESET
 PL0131  PID         -  PL0131
 PL0131  STATE/COUNTY-  MI/ROSCOMMON
 PL0131  USGS QUAD   -  
 PL0131
 PL0131                         *CURRENT SURVEY CONTROL
 PL0131  ___________________________________________________________________
 PL0131* NAD 83(1994)-  44 20 07.89067(N)    084 48 12.11824(W)     ADJUSTED  
 PL0131* NAVD 88     -       354.1    (meters)    1162.     (feet)  GPS OBS   
 PL0131  ___________________________________________________________________
 PL0131  X           -     413,898.920 (meters)                     COMP
 PL0131  Y           -  -4,550,945.721 (meters)                     COMP
 PL0131  Z           -   4,435,057.736 (meters)                     COMP
 PL0131  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 PL0131  ELLIP HEIGHT-         320.01  (meters)          (07/17/02) GPS OBS
 PL0131  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 PL0131
 PL0131  HORZ ORDER  -  FIRST
 PL0131  VERT ORDER  -  THIRD (See Below)
 PL0131  ELLP ORDER  -  FOURTH    CLASS I
 PL0131
 PL0131.The horizontal coordinates were established by GPS observations
 PL0131.and adjusted by the National Geodetic Survey in February 1997..
 PL0131
 PL0131.The orthometric height was determined by GPS observations and a
 PL0131.high-resolution geoid model.
 PL0131.The vertical order pertains to the NGVD 29 superseded value.
 PL0131
 PL0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0131
 PL0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0131
 PL0131.The ellipsoidal height was determined by GPS observations
 PL0131.and is referenced to NAD 83.
 PL0131
 PL0131.The geoid height was determined by GEOID03.
 PL0131
 PL0131;                    North         East     Units Scale Factor Converg.
 PL0131;SPC MI C     -   113,310.843 5,965,173.247   MT  0.99996859   -0 18 30.6
 PL0131;SPC MI C     -   371,754.73 19,570,778.37   iFT  0.99996859   -0 18 30.6
 PL0131;UTM  16      - 4,911,486.563   675,118.716   MT  0.99997715   +1 32 07.9
 PL0131
 PL0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0131!SPC MI C     -   0.99994983  x   0.99996859  =   0.99991842
 PL0131!UTM  16      -   0.99994983  x   0.99997715  =   0.99992698
 PL0131
 PL0131                          SUPERSEDED SURVEY CONTROL
 PL0131
 PL0131  ELLIP H (02/03/97)  320.03   (m)                       GP(       ) 4 1
 PL0131  NAD 83(1986)-  44 20 07.88601(N)    084 48 12.11549(W) AD(       ) 1
 PL0131  NAD 83(1986)-  44 20 07.88457(N)    084 48 12.11254(W) AD(       ) 3
 PL0131  NGVD 29 (??/??/??)  354.11   (m)         1161.8    (f) RESET       3  
 PL0131
 PL0131.Superseded values are not recommended for survey control.
 PL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0131.See file dsdata.txt to determine how the superseded data were derived.
 PL0131
 PL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7511911487(NAD 83)
 PL0131_MARKER: DB = BENCH MARK DISK
 PL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0131_SP_SET: SQUARE CONCRETE MONUMENT
 PL0131_STAMPING: E 90 RESET 1960
 PL0131_MARK LOGO: CGS   
 PL0131_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0131+STABILITY: SURFACE MOTION
 PL0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0131+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 PL0131
 PL0131  HISTORY     - Date     Condition        Report By
 PL0131  HISTORY     - 1960     MONUMENTED       MIDH
 PL0131  HISTORY     - 1987     GOOD             USPSQD
 PL0131  HISTORY     - 19890301 GOOD             NGS
 PL0131  HISTORY     - 19910626 GOOD             NGS
 PL0131  HISTORY     - 20010303 GOOD             WOOLPT
 PL0131
 PL0131                          STATION DESCRIPTION
 PL0131
 PL0131'DESCRIBED BY MI DEPT OF HIGHWAYS 1960
 PL0131'1.8 MI W FROM HOUGHTON HEIGHTS.
 PL0131'THE MARK IS LOCATED ABOUT .5 MILES WEST ALONG STATE HIGHWAY
 PL0131'M-55 FROM THE MICHIGAN STATE POLICE POST AT THE INTERSECTION OF
 PL0131'U.S. 27 AND M-55, 210 FEET SOUTH AND ACROSS THE HIGHWAY FROM A
 PL0131'CEMENT BLOCK BAPTIST CHURCH BUILDING, 120 FEET SOUTH OF THE
 PL0131'CENTERLINE OF THE HIGHWAY ON N.S. 1/4 FENCE LINE AND ABOUT LEVEL
 PL0131'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 PL0131
 PL0131                          STATION RECOVERY (1987)
 PL0131
 PL0131'RECOVERY NOTE BY US POWER SQUADRON 1987 (RD)
 PL0131'RECOVERED IN GOOD CONDITION.
 PL0131
 PL0131                          STATION RECOVERY (1989)
 PL0131
 PL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PL0131'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) SOUTHEAST OF STAR CITY,
 PL0131'11.9 KM (7.40 MI) EAST-NORTHEAST OF MERRITT AND 3.0 KM (1.85 MI)
 PL0131'NORTHWEST OF HOUGHTON LAKE HEIGHTS.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 PL0131'TRANSPORTATION.
 PL0131'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 27 AND STATE
 PL0131'HIGHWAY 55, ABOUT 3.0 KM (1.85 MI) NORTHWEST OF HOUGHTON LAKE HEIGHTS,
 PL0131'GO EAST ON HIGHWAY 55 FOR 0.34 KM (0.20 MI) TO THE STATION ON THE
 PL0131'RIGHT, 0.80 KM (0.50 MI) WEST OF THE MICHIGAN STATE POLICE
 PL0131'HEADQUARTERS.
 PL0131'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 PL0131'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 64.1 M (210.3 FT)
 PL0131'SOUTH OF THE CENTERLINE OF HIGHWAY 55, 24.6 M (80.7 FT) NORTHWEST OF
 PL0131'THE CENTER OF CLOVERLEAF ROAD, 4.8 M (15.7 FT) WEST OF A UNDERGROUND
 PL0131'PIPELINE WARNING POST, 1.9 M (6.2 FT) SOUTH OF A FENCE AND 0.25 M
 PL0131'(0.8 FT) SOUTH OF A METAL WITNESS POST.
 PL0131'DESCRIBED BY E.J. HANSMANN.
 PL0131
 PL0131                          STATION RECOVERY (1991)
 PL0131
 PL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0131'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) SOUTHEAST OF STAR CITY,
 PL0131'11.9 KM (7.4 MI) EAST-NORTHEAST OF MERRITT AND 3.0 KM (1.9 MI)
 PL0131'NORTHWEST OF HOUGHTON LAKE HEIGHTS, IN SOUTHEAST QUADRANT OF THE
 PL0131'INTERSECTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 55.
 PL0131'OWNERSHIP--BREWBAKER HOUSING AND RV COMPANY, 9531B WESTLAKE CITY
 PL0131'ROAD, HOUGHTON LAKE, MI. 48629. CONTACT MANAGER WALT BAIR,
 PL0131'517-422-4869 OR HOME 422-3519.  BREWBAKERS MAIN OFFICE IN ONAWAY,
 PL0131'MI. 517-733-8535.
 PL0131'TO REACH THE STATION FROM THE END OF THE STATE HIGHWAY BRIDGE OVER
 PL0131'U.S. HIGHWAY 27, NEAR HOUGHTON LAKE HEIGHTS, GO EAST ON HIGHWAY 55
 PL0131'FOR 0.4 KM (0.2 MI) TO STANDARD STREET ON THE RIGHT.  TURN RIGHT AND
 PL0131'GO SOUTH ON STANDARD STREET FOR 23 M (75.5 FT) TO A PAVED ROAD RIGHT.
 PL0131'TURN RIGHT AND GO WEST ON CLOVERLEAF LANE FOR 0.08 KM (0.05 MI) TO
 PL0131'THE POINT WHERE IT TURNS LEFT, SOUTH, AND THE GRAVEL DRIVE INTO
 PL0131'BREWBAKER HOUSING IS STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON
 PL0131'GRAVEL DRIVE FOR 12 M (39.4 FT) TO THE STATION ON THE RIGHT, 0.80 KM
 PL0131'(0.50 MI) WEST OF THE MICHIGAN STATE POLICE HEADQUARTERS.
 PL0131'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 PL0131'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 64.1 M (210.3 FT)
 PL0131'SOUTH OF THE CENTER OF HIGHWAY 55, 24.6 M (80.7 FT) NORTHWEST OF THE
 PL0131'CENTER OF CLOVERLEAF ROAD, 4.8 M (15.7 FT) WEST OF A UNDERGROUND
 PL0131'PIPELINE WARNING POST, 1.9 M (6.2 FT) SOUTH OF A FENCE AND 0.25 M
 PL0131'(0.82 FT) SOUTH OF A METAL WITNESS POST.
 PL0131
 PL0131                          STATION RECOVERY (2001)
 PL0131
 PL0131'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 PL0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0111 ***********************************************************************
 PL0111  DESIGNATION -  E 91
 PL0111  PID         -  PL0111
 PL0111  STATE/COUNTY-  MI/ROSCOMMON
 PL0111  USGS QUAD   -  
 PL0111
 PL0111                         *CURRENT SURVEY CONTROL
 PL0111  ___________________________________________________________________
 PL0111* NAD 83(1986)-  44 11 21.     (N)    084 47 30.     (W)     SCALED    
 PL0111* NAVD 88     -       343.481  (meters)    1126.90   (feet)  ADJUSTED  
 PL0111  ___________________________________________________________________
 PL0111  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 PL0111  DYNAMIC HT  -         343.423 (meters)    1126.71  (feet)  COMP
 PL0111  MODELED GRAV-     980,440.1   (mgal)                       NAVD 88
 PL0111
 PL0111  VERT ORDER  -  SECOND    CLASS 0
 PL0111
 PL0111.The horizontal coordinates were scaled from a topographic map and have
 PL0111.an estimated accuracy of +/- 6 seconds.
 PL0111
 PL0111.The orthometric height was determined by differential leveling
 PL0111.and adjusted by the National Geodetic Survey in June 1991..
 PL0111
 PL0111.The geoid height was determined by GEOID03.
 PL0111
 PL0111.The dynamic height is computed by dividing the NAVD 88
 PL0111.geopotential number by the normal gravity value computed on the
 PL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0111.degrees latitude (g = 980.6199 gals.).
 PL0111
 PL0111.The modeled gravity was interpolated from observed gravity values.
 PL0111
 PL0111;                    North         East    Units  Estimated Accuracy
 PL0111;SPC MI C     -    97,040.    5,966,020.      MT  (+/- 180 meters Scaled)
 PL0111
 PL0111                          SUPERSEDED SURVEY CONTROL
 PL0111
 PL0111  NGVD 29 (??/??/92)  343.605  (m)         1127.31   (f) ADJ UNCH    2 0
 PL0111
 PL0111.Superseded values are not recommended for survey control.
 PL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0111.See file dsdata.txt to determine how the superseded data were derived.
 PL0111
 PL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP764952(NAD 83)
 PL0111_MARKER: DB = BENCH MARK DISK
 PL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0111_STAMPING: E 91 1934
 PL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0111+STABILITY: SURFACE MOTION
 PL0111
 PL0111  HISTORY     - Date     Condition        Report By
 PL0111  HISTORY     - 1934     MONUMENTED       CGS
 PL0111  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0111
 PL0111                          STATION DESCRIPTION
 PL0111
 PL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0111'6 MI N FROM LONG LAKE.
 PL0111'IN ROSCOMMON COUNTY, 6.0 MILES NORTH ALONG U.S. HIGHWAY 27
 PL0111'FROM THE POST OFFICE AT LONG LAKE, CLARE COUNTY, 1.3 MILES SOUTH
 PL0111'OF WOLF CREEK, 0.7 MILE SOUTH OF THE ROAD LEADING TO CIVILIAN
 PL0111'CONSERVATION CORPS CAMP 634, AT THE EDGE OF A WOODS, 47.3 FEET
 PL0111'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1-1/2 FEET HIGHER THAN
 PL0111'THE HIGHWAY.  A STANDARD DISK, STAMPED E 91 1934 AND SET IN
 PL0111'THE TOP OF A CONCRETE POST.
 PL0111
 PL0111                          STATION RECOVERY (1979)
 PL0111
 PL0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0040 ***********************************************************************
 OK0040  DESIGNATION -  E 93
 OK0040  PID         -  OK0040
 OK0040  STATE/COUNTY-  MI/GLADWIN
 OK0040  USGS QUAD   -  GLADWIN (1969)
 OK0040
 OK0040                         *CURRENT SURVEY CONTROL
 OK0040  ___________________________________________________________________
 OK0040* NAD 83(1986)-  43 58 50.     (N)    084 24 54.     (W)     SCALED    
 OK0040* NAVD 88     -       231.899  (meters)     760.82   (feet)  ADJUSTED  
 OK0040  ___________________________________________________________________
 OK0040  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OK0040  DYNAMIC HT  -         231.859 (meters)     760.69  (feet)  COMP
 OK0040  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 OK0040
 OK0040  VERT ORDER  -  SECOND    CLASS 0
 OK0040
 OK0040.The horizontal coordinates were scaled from a topographic map and have
 OK0040.an estimated accuracy of +/- 6 seconds.
 OK0040
 OK0040.The orthometric height was determined by differential leveling
 OK0040.and adjusted by the National Geodetic Survey in June 1991..
 OK0040
 OK0040.The geoid height was determined by GEOID03.
 OK0040
 OK0040.The dynamic height is computed by dividing the NAVD 88
 OK0040.geopotential number by the normal gravity value computed on the
 OK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0040.degrees latitude (g = 980.6199 gals.).
 OK0040
 OK0040.The modeled gravity was interpolated from observed gravity values.
 OK0040
 OK0040;                    North         East    Units  Estimated Accuracy
 OK0040;SPC MI C     -    73,780.    5,996,120.      MT  (+/- 180 meters Scaled)
 OK0040
 OK0040                          SUPERSEDED SURVEY CONTROL
 OK0040
 OK0040  NGVD 29 (??/??/92)  232.056  (m)          761.34   (f) ADJ UNCH    2 0
 OK0040
 OK0040.Superseded values are not recommended for survey control.
 OK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0040.See file dsdata.txt to determine how the superseded data were derived.
 OK0040
 OK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP073729(NAD 83)
 OK0040_MARKER: DB = BENCH MARK DISK
 OK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0040_STAMPING: E 93 1934
 OK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0040+STABILITY: SURFACE MOTION
 OK0040
 OK0040  HISTORY     - Date     Condition        Report By
 OK0040  HISTORY     - 1934     MONUMENTED       CGS
 OK0040  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0040
 OK0040                          STATION DESCRIPTION
 OK0040
 OK0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0040'3.5 MI E FROM GLADWIN.
 OK0040'3.5 MILES EAST ALONG STATE HIGHWAY 61 FROM THE POST OFFICE AT
 OK0040'GLADWIN, GLADWIN COUNTY, 50 YARDS SOUTH AND ACROSS THE HIGHWAY
 OK0040'FROM A SQUARE ONE-STORY HOUSE, 30.7 FEET SOUTH OF THE CENTERLINE
 OK0040'OF THE HIGHWAY, AT THE EDGE OF A FENCE, AND LEVEL WITH THE
 OK0040'ROADWAY.  A STANDARD DISK, STAMPED E 93 1934 AND SET IN THE TOP
 OK0040'OF A CONCRETE POST.
 OK0040
 OK0040                          STATION RECOVERY (1998)
 OK0040
 OK0040'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0428 ***********************************************************************
 OK0428  DESIGNATION -  E 94
 OK0428  PID         -  OK0428
 OK0428  STATE/COUNTY-  MI/LAKE
 OK0428  USGS QUAD   -  TOWNSEND LAKE (1987)
 OK0428
 OK0428                         *CURRENT SURVEY CONTROL
 OK0428  ___________________________________________________________________
 OK0428* NAD 83(1986)-  43 55 27.     (N)    085 58 36.     (W)     SCALED    
 OK0428* NAVD 88     -       229.970  (meters)     754.49   (feet)  ADJUSTED  
 OK0428  ___________________________________________________________________
 OK0428  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OK0428  DYNAMIC HT  -         229.932 (meters)     754.37  (feet)  COMP
 OK0428  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 OK0428
 OK0428  VERT ORDER  -  FIRST     CLASS II
 OK0428
 OK0428.The horizontal coordinates were scaled from a topographic map and have
 OK0428.an estimated accuracy of +/- 6 seconds.
 OK0428
 OK0428.The orthometric height was determined by differential leveling
 OK0428.and adjusted by the National Geodetic Survey in June 1991..
 OK0428
 OK0428.The geoid height was determined by GEOID03.
 OK0428
 OK0428.The dynamic height is computed by dividing the NAVD 88
 OK0428.geopotential number by the normal gravity value computed on the
 OK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0428.degrees latitude (g = 980.6199 gals.).
 OK0428
 OK0428.The modeled gravity was interpolated from observed gravity values.
 OK0428
 OK0428;                    North         East    Units  Estimated Accuracy
 OK0428;SPC MI C     -    68,790.    5,870,700.      MT  (+/- 180 meters Scaled)
 OK0428
 OK0428                          SUPERSEDED SURVEY CONTROL
 OK0428
 OK0428  NGVD 29 (??/??/92)  230.068  (m)          754.81   (f) ADJ UNCH    1 2
 OK0428
 OK0428.Superseded values are not recommended for survey control.
 OK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0428.See file dsdata.txt to determine how the superseded data were derived.
 OK0428
 OK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP821639(NAD 83)
 OK0428_MARKER: DB = BENCH MARK DISK
 OK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0428_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0428_STAMPING: E 94 1934
 OK0428_MARK LOGO: CGS   
 OK0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0428+STABILITY: SURFACE MOTION
 OK0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0428+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OK0428
 OK0428  HISTORY     - Date     Condition        Report By
 OK0428  HISTORY     - 1934     MONUMENTED       CGS
 OK0428  HISTORY     - 1982     GOOD             USGS
 OK0428  HISTORY     - 19921110 GOOD             NGS
 OK0428  HISTORY     - 19990930 GOOD             USPSQD
 OK0428  HISTORY     - 20031011 GOOD             USPSQD
 OK0428
 OK0428                          STATION DESCRIPTION
 OK0428
 OK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0428'3.3 MI E FROM BRANCH.
 OK0428'IN LAKE COUNTY, 3.3 MILES EAST ALONG THE CHESAPEAKE AND OHIO
 OK0428'RAILWAY FROM THE STATION AT BRANCH, MASON COUNTY, AT A ROAD
 OK0428'CROSSING, 60 FEET WEST OF THE CENTERLINE OF THE ROAD, 45 FEET
 OK0428'NORTH OF THE NORTH RAIL, 2 FEET SOUTH OF A FENCE, AND ABOUT 2
 OK0428'FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 94
 OK0428'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES
 OK0428'ABOVE GROUND.
 OK0428
 OK0428                          STATION RECOVERY (1982)
 OK0428
 OK0428'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 OK0428'IN LAKE COUNTY, 3.3 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 OK0428'FROM THE STAION AT BRANCH, MASON COUNTY, 51 FEET SOUTH AND 60 FEET
 OK0428'WEST OF TRAIL SOUTH TO RAINBOW RAPIDS LANDING, 2 FEET WEST OF 4 X 4
 OK0428'NATIONAL FOREST SERVICE WITNESS POST. A STANDARD DISK, STAMPED 'E 94
 OK0428'1934' AND SET IN THE TOP OF A CONCETE POST PROJECTING 4 INCHES ABOVE
 OK0428'GROUND.
 OK0428
 OK0428                          STATION RECOVERY (1992)
 OK0428
 OK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0428'10.8 KM (6.70 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 OK0428'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 19.0 M (62.3 FT) NORTHWEST OF
 OK0428'THE CENTER OF A ROAD, 16.9 M (55.4 FT) SOUTHWEST OF THE CENTER OF
 OK0428'WINGLETON ROAD, 13.2 M (43.3 FT) NORTHEAST OF THE NEAR RAIL, 0.6 M
 OK0428'(2.0 FT) BELOW THE LEVEL OF THE TRACK, 0.5 M (1.6 FT) WEST OF A
 OK0428'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 OK0428'GROUND SURFACE.
 OK0428
 OK0428                          STATION RECOVERY (1999)
 OK0428
 OK0428'RECOVERY NOTE BY US POWER SQUADRON 1999
 OK0428'RECOVERED IN GOOD CONDITION.
 OK0428
 OK0428                          STATION RECOVERY (2003)
 OK0428
 OK0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 OK0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0443 ***********************************************************************
 OK0443  DESIGNATION -  E 95
 OK0443  PID         -  OK0443
 OK0443  STATE/COUNTY-  MI/NEWAYGO
 OK0443  USGS QUAD   -  WOODLAND PARK (1985)
 OK0443
 OK0443                         *CURRENT SURVEY CONTROL
 OK0443  ___________________________________________________________________
 OK0443* NAD 83(1994)-  43 44 49.82401(N)    085 51 27.25889(W)     ADJUSTED  
 OK0443* NAVD 88     -       262.265  (meters)     860.45   (feet)  ADJUSTED  
 OK0443  ___________________________________________________________________
 OK0443  X           -     333,377.323 (meters)                     COMP
 OK0443  Y           -  -4,603,054.097 (meters)                     COMP
 OK0443  Z           -   4,387,999.276 (meters)                     COMP
 OK0443  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 OK0443  ELLIP HEIGHT-         228.49  (meters)          (07/12/02) GPS OBS
 OK0443  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 OK0443  DYNAMIC HT  -         262.216 (meters)     860.29  (feet)  COMP
 OK0443  MODELED GRAV-     980,425.9   (mgal)                       NAVD 88
 OK0443
 OK0443  HORZ ORDER  -  B
 OK0443  VERT ORDER  -  SECOND    CLASS 0
 OK0443  ELLP ORDER  -  FOURTH    CLASS II
 OK0443
 OK0443.The horizontal coordinates were established by GPS observations
 OK0443.and adjusted by the National Geodetic Survey in September 1995..
 OK0443
 OK0443.The orthometric height was determined by differential leveling
 OK0443.and adjusted by the National Geodetic Survey in June 1991..
 OK0443
 OK0443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0443
 OK0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0443
 OK0443.The ellipsoidal height was determined by GPS observations
 OK0443.and is referenced to NAD 83.
 OK0443
 OK0443.The geoid height was determined by GEOID03.
 OK0443
 OK0443.The dynamic height is computed by dividing the NAVD 88
 OK0443.geopotential number by the normal gravity value computed on the
 OK0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0443.degrees latitude (g = 980.6199 gals.).
 OK0443
 OK0443.The modeled gravity was interpolated from observed gravity values.
 OK0443
 OK0443;                    North         East     Units Scale Factor Converg.
 OK0443;SPC MI S     -   250,686.657 3,879,917.397   MT  1.00002022   -1 00 52.6
 OK0443;SPC MI S     -   822,462.79 12,729,387.79   iFT  1.00002022   -1 00 52.6
 OK0443;UTM  16      - 4,844,426.702   591,981.480   MT  0.99970406   +0 47 24.1
 OK0443
 OK0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0443!SPC MI S     -   0.99996417  x   1.00002022  =   0.99998439
 OK0443!UTM  16      -   0.99996417  x   0.99970406  =   0.99966824
 OK0443
 OK0443                          SUPERSEDED SURVEY CONTROL
 OK0443
 OK0443  ELLIP H (09/20/95)  228.54   (m)                       GP(       ) 1 2
 OK0443  NAD 83(1986)-  43 44 49.82636(N)    085 51 27.26006(W) AD(       ) 1
 OK0443  NAD 83(1986)-  43 44 49.82333(N)    085 51 27.26262(W) AD(       ) 3
 OK0443  NAVD 88 (01/22/93)  262.26   (m)          860.4    (f) LEVELING    3  
 OK0443  NAVD 88 (09/30/91)  262.27   (m)          860.5    (f) LEVELING    3  
 OK0443  NGVD 29 (??/??/92)  262.369  (m)          860.79   (f) ADJ UNCH    2 0
 OK0443
 OK0443.Superseded values are not recommended for survey control.
 OK0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0443.See file dsdata.txt to determine how the superseded data were derived.
 OK0443
 OK0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP9198144427(NAD 83)
 OK0443_MARKER: DB = BENCH MARK DISK
 OK0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0443_SP_SET: CONCRETE POST
 OK0443_STAMPING: E 95 1934
 OK0443_MARK LOGO: CGS   
 OK0443_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0443+STABILITY: SURFACE MOTION
 OK0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0443+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1994
 OK0443
 OK0443  HISTORY     - Date     Condition        Report By
 OK0443  HISTORY     - 1934     MONUMENTED       CGS
 OK0443  HISTORY     - 1942     GOOD             NGS
 OK0443  HISTORY     - 1984     GOOD             USPSQD
 OK0443  HISTORY     - 19890301 GOOD             NGS
 OK0443  HISTORY     - 19910531 GOOD             USFS
 OK0443  HISTORY     - 19910702 GOOD             NGS
 OK0443  HISTORY     - 19941025 GOOD             NGS
 OK0443  HISTORY     - 19960527 GOOD             USPSQD
 OK0443
 OK0443                          STATION DESCRIPTION
 OK0443
 OK0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OK0443'AT BITELY.
 OK0443'AT BITELY, NEWAYGO COUNTY,ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0443'39 FEET SOUTH OF THE SOUTH FACE OF THE STATION, AT A ROAD
 OK0443'CROSSING, 89 FEET NORTH OF THE CENTERLINE OF THE ROAD, 29 FEET
 OK0443'EAST OF THE EAST RAIL, AND 1 FOOT HIGHER THAN THE TOP OF THE
 OK0443'RAIL.  A STANDARD DISK, STAMPED E 95 1934 AND SET IN THE TOP OF
 OK0443'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0443
 OK0443                          STATION RECOVERY (1984)
 OK0443
 OK0443'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0443'RAILWAY STATION REMOVED.
 OK0443
 OK0443                          STATION RECOVERY (1989)
 OK0443
 OK0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0443'THE STATION IS LOCATED ABOUT 23.2 KM (14.40 MI) NORTHWEST OF WHITE
 OK0443'CLOUD, 16.4 KM (10.20 MI) SOUTH OF BALDWIN AND 0.2 KM (0.10 MI) EAST
 OK0443'OF BITELY.  OWNERSHIP--VILLAGE OF BITELY.
 OK0443'TO REACH THE STATION FROM THE POST OFFICE IN BITELY, GO NORTH ON
 OK0443'BINGHAM AVENUE FOR 0.1 KM (0.05 MI) TO A CROSS STREET AT A FLASHING
 OK0443'REDLIGHT.  TURN RIGHT AND GO EAST ON MAIN STREET FOR 0.21 KM
 OK0443'(0.15 MI) TO THE STATION ON THE LEFT, JUST AFTER CROSSING RAILROAD
 OK0443'TRACKS.
 OK0443'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OK0443'MONUMENT THAT PROJECTS 20 CM ABOVE THE GROUND.  LOCATED 26.4 M
 OK0443'(86.6 FT) NORTH OF THE CENTER OF MAIN STREET, 6.9 M (22.6 FT) EAST OF
 OK0443'THE NEAR RAIL AND 0.35 M (1.1 FT) SOUTH OF A WITNESS POST.
 OK0443'DESCRIBED BY E.J. HANSMANN.
 OK0443
 OK0443                          STATION RECOVERY (1991)
 OK0443
 OK0443'RECOVERY NOTE BY US FOREST SERVICE 1991
 OK0443'IN BITELY ON THE EAST SIDE OF TOWN NEXT TO THE R.R. TRACKS.  FROM THE
 OK0443'INTERSECTION OF BINGHAM AVE. AND MAIN STREET IN BITELY PROCEED EAST
 OK0443'0.1 MI (0.2 KM) TO STATION ON LEFT, 88 FT (26.8 M) NORTH OF THE
 OK0443'CENTERLINE OF MAIN STREET, 24 FT (7.3 M) EAST OF THE CENTERLINE OF THE
 OK0443'EXISTING R.R. TRACKS, 1 FT (0.3 M) SOUTH OF A WOOD SURVEY MARKER POST.
 OK0443'MAP POSITION IS NEAR THE WEST 1/4 CORNER OF SECTION 27 T16N R13W.  THE
 OK0443'RAILWAY STATION IS GONE AND THE TRACKS HAVE MOVED SINCE THE 1934
 OK0443'DESCRIPTION.  STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK SET INTO
 OK0443'THE TOP OF A 6 INCH SQUARE POST, PROJECTING 6 INCHES ABOVE GROUND.
 OK0443'THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE ORIGINAL
 OK0443'DESCRIPTION.
 OK0443
 OK0443                          STATION RECOVERY (1991)
 OK0443
 OK0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0443'THE STATION IS LOCATED ABOUT 23.2 KM (14.4 MI) NORTHWEST OF WHITE
 OK0443'CLOUD, 16.4 KM (10.2 MI) SOUTH OF BALDWIN AND 0.2 KM (0.1 MI) EAST OF
 OK0443'BITELY.  OWNERSHIP--VILLAGE OF BITELY.
 OK0443'TO REACH THE STATION FROM THE POST OFFICE IN BITELY, GO NORTH ON
 OK0443'BINGHAM AVENUE FOR 0.1 KM (0.1 MI) TO A CROSS STREET AT A FLASHING
 OK0443'RED LIGHT.  TURN RIGHT AND GO EAST ON MAIN STREET FOR 0.21 KM
 OK0443'(0.13 MI) TO THE STATION ON THE LEFT JUST AFTER CROSSING RAILROAD
 OK0443'TRACKS.
 OK0443'STATION IS 26.4 M (86.6 FT) NORTH OF THE CENTER OF MAIN STREET, 6.9 M
 OK0443'(22.6 FT) EAST OF THE NEAR RAIL AND 0.35 M (1.15 FT) SOUTH OF A
 OK0443'4X4-INCH WOODEN POST THAT PROJECTS ABOUT 1.2 M.
 OK0443
 OK0443                          STATION RECOVERY (1994)
 OK0443
 OK0443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0443'STATION IS LOCATED IN QUAD 430854, ABOUT 19 KM (11.80 MI) NORTH OF
 OK0443'WHITE CLOUD, IN BITELY, IN THE SOUTHWEST 1/4 OF SECTION 27, T 16 N, R
 OK0443'13 W, LILLEY TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 37
 OK0443'AND COUNTY ROAD B-96 GOING EAST AND FOURTEEN MILE ROAD GOING WEST,
 OK0443'WHICH IS ABOUT 1.5 MI (2.4 KM) NORTHEAST OF BITELY, GO WEST ON
 OK0443'FOURTEEN MILE ROAD FOR 0.95 MI (1.53 KM) TO ITS JUNCTION WITH BINGHAM
 OK0443'AVENUE.  TURN LEFT AND GO SOUTH ON BINGHAM AVENUE FOR 0.65 MI (1.05
 OK0443'KM) TO A STOPLIGHT AT THE JUNCTION OF MAIN STREET IN BITELY (THIS IS
 OK0443'0.05 MI (0.08 KM) NORTH OF THE POST OFFICE IN BITELY) . TURN LEFT AND
 OK0443'GO EAST ON MAIN STREET FOR 0.1 MI (0.2 KM) TO A RAILROAD CROSSING AND
 OK0443'THE STATION ON THE EAST SIDE OF TRACKS. STATION IS 88.0 FT (26.8 M)
 OK0443'NORTH OF THE CENTERLINE OF MAIN STREET, 24.0 FT (7.3 M) EAST OF THE
 OK0443'CENTER OF THE EXISTING RAILROAD TRACKS, AND 1 FT (0.3 M) SOUTH FROM A
 OK0443'WOODEN MARKER POST FOR A BURIED CABLE.
 OK0443
 OK0443                          STATION RECOVERY (1996)
 OK0443
 OK0443'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0389 ***********************************************************************
 OK0389  CBN         -  This is a Cooperative Base Network Control Station.
 OK0389  DESIGNATION -  E 97
 OK0389  PID         -  OK0389
 OK0389  STATE/COUNTY-  MI/KENT
 OK0389  USGS QUAD   -  SPARTA (1972)
 OK0389
 OK0389                         *CURRENT SURVEY CONTROL
 OK0389  ___________________________________________________________________
 OK0389* NAD 83(1994)-  43 08 21.35791(N)    085 41 24.66361(W)     ADJUSTED  
 OK0389* NAVD 88     -       228.927  (meters)     751.07   (feet)  ADJUSTED  
 OK0389  ___________________________________________________________________
 OK0389  X           -     350,311.961 (meters)                     COMP
 OK0389  Y           -  -4,648,348.957 (meters)                     COMP
 OK0389  Z           -   4,338,937.747 (meters)                     COMP
 OK0389  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 OK0389  ELLIP HEIGHT-         195.36  (meters)          (06/11/02) GPS OBS
 OK0389  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OK0389  DYNAMIC HT  -         228.870 (meters)     750.88  (feet)  COMP
 OK0389  MODELED GRAV-     980,369.3   (mgal)                       NAVD 88
 OK0389  OBS GRAVITY -     980,374.1   (mgal)                       GRAV_OBS
 OK0389
 OK0389  HORZ ORDER  -  B
 OK0389  VERT ORDER  -  SECOND    CLASS 0
 OK0389  ELLP ORDER  -  FOURTH    CLASS I
 OK0389
 OK0389.The horizontal coordinates were established by GPS observations
 OK0389.and adjusted by the National Geodetic Survey in September 1995..
 OK0389
 OK0389.The orthometric height was determined by differential leveling
 OK0389.and adjusted by the National Geodetic Survey in June 1991..
 OK0389
 OK0389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0389
 OK0389.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0389
 OK0389.The ellipsoidal height was determined by GPS observations
 OK0389.and is referenced to NAD 83.
 OK0389
 OK0389.The geoid height was determined by GEOID03.
 OK0389
 OK0389.The dynamic height is computed by dividing the NAVD 88
 OK0389.geopotential number by the normal gravity value computed on the
 OK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0389.degrees latitude (g = 980.6199 gals.).
 OK0389
 OK0389.The modeled gravity was interpolated from observed gravity values.
 OK0389.The observed gravity was obtained from relative gravimeter ties
 OK0389.to the IGSN71 gravity network.
 OK0389
 OK0389;                    North         East     Units Scale Factor Converg.
 OK0389;SPC MI S     -   182,933.096 3,892,336.550   MT  0.99991670   -0 54 02.5
 OK0389;SPC MI S     -   600,174.20 12,770,133.04   iFT  0.99991670   -0 54 02.5
 OK0389;UTM  16      - 4,777,112.856   606,520.100   MT  0.99973958   +0 53 44.5
 OK0389
 OK0389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0389!SPC MI S     -   0.99996936  x   0.99991670  =   0.99988607
 OK0389!UTM  16      -   0.99996936  x   0.99973958  =   0.99970895
 OK0389
 OK0389                          SUPERSEDED SURVEY CONTROL
 OK0389
 OK0389  ELLIP H (09/20/95)  195.42   (m)                       GP(       ) 1 2
 OK0389  NAVD 88 (09/20/95)  228.93   (m)          751.1    (f) LEVELING    3  
 OK0389  NGVD 29 (??/??/92)  229.059  (m)          751.50   (f) ADJ UNCH    2 0
 OK0389
 OK0389.Superseded values are not recommended for survey control.
 OK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0389.See file dsdata.txt to determine how the superseded data were derived.
 OK0389
 OK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0652077113(NAD 83)
 OK0389_MARKER: DB = BENCH MARK DISK
 OK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0389_STAMPING: E 97 1934
 OK0389_MARK LOGO: CGS   
 OK0389_PROJECTION: PROJECTING 10 CENTIMETERS
 OK0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0389+STABILITY: SURFACE MOTION
 OK0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0389+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 OK0389
 OK0389  HISTORY     - Date     Condition        Report By
 OK0389  HISTORY     - 1934     MONUMENTED       CGS
 OK0389  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OK0389  HISTORY     - 1987     GOOD             USPSQD
 OK0389  HISTORY     - 1989     GOOD             USPSQD
 OK0389  HISTORY     - 1991     GOOD             USPSQD
 OK0389  HISTORY     - 19940727 GOOD             NGS
 OK0389  HISTORY     - 20010403 GOOD             NGS
 OK0389  HISTORY     - 20031004 GOOD             JCLS
 OK0389  HISTORY     - 20041111 GOOD             INDIV
 OK0389
 OK0389                          STATION DESCRIPTION
 OK0389
 OK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0389'1.6 MI S FROM SPARTA.
 OK0389'1.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0389'THE STATION AT SPARTA, KENT COUNTY, ACROSS THE TRACK FROM
 OK0389'THE HOME OF A.E. THOMPSON, 45.5 FEET SOUTHEAST OF A ROAD
 OK0389'CROSSING, 21.3 FEET EAST OF THE EAST RAIL, 20.2 FEET WEST OF
 OK0389'A FENCE LINE, 6 FEET SOUTH OF A POLE, AND 1 FOOT HIGHER THAN
 OK0389'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 97 1934 AND
 OK0389'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 OK0389'GROUND.
 OK0389
 OK0389                          STATION RECOVERY (1983)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0389'MARK NOT FOUND.
 OK0389
 OK0389                          STATION RECOVERY (1987)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (1989)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (1991)
 OK0389
 OK0389'RECOVERY NOTE BY US POWER SQUADRON 1991 (TPH)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (1994)
 OK0389
 OK0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0389'STATION IS LOCATED ABOUT 19 KM (11.80 MI) NORTH OF GRAND RAPIDS, 2 KM
 OK0389'(1.25 MI) SOUTHEAST OF SPARTA, 0.8 KM (0.50 MI) SOUTH OF TWELVE MILE
 OK0389'RD, 0.5 KM (0.30 MI) NORTH OF SCHULTZ ST, AT THE INTERSECTION OF
 OK0389'ALPINE AVENUE AND THE CHESAPEAKE AND OHIO RAILROAD, IN SECTION 25, T 9
 OK0389'N, R 12 W, SPARTA TOWNSHIP.  TO REACH FROM THE JUNCTION OF STATE
 OK0389'HIGHWAY 37 (ALPINE AVENUE) AND INTERSTATE HIGHWAY 96 (EXIT 30) , ABOUT
 OK0389'3.2 MI (5.1 KM) NORTH FROM DOWNTOWN GRAND RAPIDS, GO NORTH 5.2 MI (8.4
 OK0389'KM) ALONG HIGHWAY 37 (ALPINE AVENUE) TO WHERE ALPINE AVENUE LEAVES
 OK0389'HIGHWAY 37.  TURN RIGHT AND CONTINUE ALONG ALPINE AVENUE NORTH FOR 3.2
 OK0389'MI (5.1 KM) TO THE INTERSECTION OF THE RAILROAD AND ALPINE AVENUE.
 OK0389'STATION IS 21 FT (6.4 M) NORTHEAST FROM THE EASTERLY RAILROAD TRACK, 8
 OK0389'FT (2.4 M) EAST FROM A UTILITY POLE, 43 FT (13.1 M) EAST FROM THE
 OK0389'CENTERLINE OF ALPINE AVENUE AND 6 FT (1.8 M) NORTH FROM A 7 FT (2.1 M)
 OK0389'TALL BY 2 FT (0.6 M) BY 3.5 FT (1.1 M) SWITCHING BOX.
 OK0389
 OK0389                          STATION RECOVERY (2001)
 OK0389
 OK0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JDL)
 OK0389'STATION WAS RECOVERED ON 04-03-2001 BY A PRIVATE SURVEY FIRM,
 OK0389'WILLIAMS AND WORKS, (JDL) IN GOOD CONDITION.  STATION IS MARGINAL
 OK0389'FOR G.P.S. OCCUPATION DUE TO OBSTRUCTIONS AND MULTIPATH
 OK0389'POTENTIAL.  A UTILITY POLE AND SWITCH BOX BOTH WITHIN 2 METERS OF
 OK0389'MARK.  ACTIVE RAILROAD TRACK IS ABOUT 7 METERS SOUTH OF MARK.
 OK0389' 
 OK0389'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0389' 
 OK0389' 
 OK0389' 
 OK0389'
 OK0389
 OK0389                          STATION RECOVERY (2003)
 OK0389
 OK0389'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0389'RECOVERED IN GOOD CONDITION.
 OK0389
 OK0389                          STATION RECOVERY (2004)
 OK0389
 OK0389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0690 ***********************************************************************
 NF0690  DESIGNATION -  E 98
 NF0690  PID         -  NF0690
 NF0690  STATE/COUNTY-  MI/ALLEGAN
 NF0690  USGS QUAD   -  MARTIN (1982)
 NF0690
 NF0690                         *CURRENT SURVEY CONTROL
 NF0690  ___________________________________________________________________
 NF0690* NAD 83(1986)-  42 37 12.     (N)    085 39 06.     (W)     SCALED    
 NF0690* NAVD 88     -       245.964  (meters)     806.97   (feet)  ADJUSTED  
 NF0690  ___________________________________________________________________
 NF0690  GEOID HEIGHT-         -33.34  (meters)                     GEOID03
 NF0690  DYNAMIC HT  -         245.895 (meters)     806.74  (feet)  COMP
 NF0690  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 NF0690
 NF0690  VERT ORDER  -  SECOND    CLASS 0
 NF0690
 NF0690.The horizontal coordinates were scaled from a topographic map and have
 NF0690.an estimated accuracy of +/- 6 seconds.
 NF0690
 NF0690.The orthometric height was determined by differential leveling
 NF0690.and adjusted by the National Geodetic Survey in June 1991..
 NF0690
 NF0690.The geoid height was determined by GEOID03.
 NF0690
 NF0690.The dynamic height is computed by dividing the NAVD 88
 NF0690.geopotential number by the normal gravity value computed on the
 NF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0690.degrees latitude (g = 980.6199 gals.).
 NF0690
 NF0690.The modeled gravity was interpolated from observed gravity values.
 NF0690
 NF0690;                    North         East    Units  Estimated Accuracy
 NF0690;SPC MI S     -   125,210.    3,894,590.      MT  (+/- 180 meters Scaled)
 NF0690
 NF0690                          SUPERSEDED SURVEY CONTROL
 NF0690
 NF0690  NGVD 29 (??/??/92)  246.095  (m)          807.40   (f) ADJ UNCH    2 0
 NF0690
 NF0690.Superseded values are not recommended for survey control.
 NF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0690.See file dsdata.txt to determine how the superseded data were derived.
 NF0690
 NF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN105194(NAD 83)
 NF0690_MARKER: DB = BENCH MARK DISK
 NF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0690_STAMPING: E 98 1934 807.456
 NF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0690+STABILITY: SURFACE MOTION
 NF0690
 NF0690  HISTORY     - Date     Condition        Report By
 NF0690  HISTORY     - 1934     MONUMENTED       CGS
 NF0690  HISTORY     - 1948     GOOD             NGS
 NF0690  HISTORY     - 1983     GOOD             USPSQD
 NF0690  HISTORY     - 1987     GOOD             USPSQD
 NF0690  HISTORY     - 1989     GOOD             USPSQD
 NF0690
 NF0690                          STATION DESCRIPTION
 NF0690
 NF0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0690'2.1 MI N FROM SHELBYVILLE.
 NF0690'2.1 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0690'AT SHELBYVILLE, ABOUT 0.8 MILE SOUTH OF THE CROSSING OF THE MAIN
 NF0690'EAST-WEST ROAD AT BRADLEY, ABOUT 0.2 MILE NORTH OF MILE POST 209,
 NF0690'AT A PUBLIC EAST-WEST GRAVEL ROAD CROSSING, ABOUT 100 YARDS
 NF0690'NORTH OF A CURVE IN TRACK WITH TANGENTS NORTH AND SOUTHEAST,
 NF0690'47.6 FEET EAST OF THE EAST RAIL, 40 FEET NORTH OF THE CENTER LINE
 NF0690'OF THE ROAD, 42.2 FEET NORTHEAST OF THE CROSSING WARNING SIGN,
 NF0690'13.5 FEET WEST OF THE R/W FENCE, 24 FEET WEST-NORTHWEST OF A
 NF0690'26-INCH MAPLE TREE, 15 FEET NORTHWEST OF A 20-INCH ELM TREE SERVING
 NF0690'AS A FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0690'4 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 NF0690'PROJECTING 4 INCHES.
 NF0690
 NF0690                          STATION RECOVERY (1983)
 NF0690
 NF0690'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0690'RECOVERED IN GOOD CONDITION.
 NF0690
 NF0690                          STATION RECOVERY (1987)
 NF0690
 NF0690'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0690'RECOVERED IN GOOD CONDITION.
 NF0690
 NF0690                          STATION RECOVERY (1989)
 NF0690
 NF0690'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0161 ***********************************************************************
 SG0161  DESIGNATION -  EAGLE HARBOR LH MIGS
 SG0161  PID         -  SG0161
 SG0161  STATE/COUNTY-  MI/KEWEENAW
 SG0161  USGS QUAD   -  EAGLE HARBOR (1975)
 SG0161
 SG0161                         *CURRENT SURVEY CONTROL
 SG0161  ___________________________________________________________________
 SG0161* NAD 83(1994)-  47 27 34.82951(N)    088 09 33.12729(W)     ADJUSTED  
 SG0161* NAVD 88     -       408.     (meters)    1339.     (feet)  SCALED    
 SG0161  ___________________________________________________________________
 SG0161  LAPLACE CORR-          -5.19  (seconds)                    DEFLEC99
 SG0161  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 SG0161
 SG0161  HORZ ORDER  -  THIRD
 SG0161
 SG0161.The horizontal coordinates were established by classical geodetic methods
 SG0161.and adjusted by the National Geodetic Survey in February 1997..
 SG0161
 SG0161.The orthometric height was scaled from a topographic map.
 SG0161
 SG0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0161
 SG0161.The geoid height was determined by GEOID03.
 SG0161
 SG0161;                    North         East     Units Scale Factor Converg.
 SG0161;SPC MI N     -   298,123.553 7,912,587.901   MT  1.00011377   -0 50 16.3
 SG0161;SPC MI N     -   978,095.65 25,959,934.06   iFT  1.00011377   -0 50 16.3
 SG0161;UTM  16      - 5,256,899.419   412,630.195   MT  0.99969381   -0 51 15.0
 SG0161
 SG0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0161!SPC MI N     -   0.99994152  x   1.00011377  =   1.00005528
 SG0161!UTM  16      -   0.99994152  x   0.99969381  =   0.99963535
 SG0161
 SG0161:                Primary Azimuth Mark                     Grid Az
 SG0161:SPC MI N     -  WEST BLUFF 2                             088 39 30.7
 SG0161:UTM  16      -  WEST BLUFF 2                             088 40 29.4
 SG0161
 SG0161|---------------------------------------------------------------------|
 SG0161| PID    Reference Object                     Distance      Geod. Az  |
 SG0161|                                                           dddmmss.s |
 SG0161| TY7767 WEST BLUFF 2                        APPROX.14.4 KM 0874914.4 |
 SG0161|---------------------------------------------------------------------|
 SG0161
 SG0161                          SUPERSEDED SURVEY CONTROL
 SG0161
 SG0161  NAD 83(1986)-  47 27 34.81835(N)    088 09 33.09922(W) AD(       ) 3
 SG0161  NAD 27      -  47 27 35.13000(N)    088 09 32.70200(W) AD(       ) 3
 SG0161
 SG0161.Superseded values are not recommended for survey control.
 SG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0161.See file dsdata.txt to determine how the superseded data were derived.
 SG0161
 SG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1263056899(NAD 83)
 SG0161_MARKER: 13 = LIGHTHOUSE
 SG0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0161+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 SG0161
 SG0161  HISTORY     - Date     Condition        Report By
 SG0161  HISTORY     - 1934     FIRST OBSERVED   MIGS
 SG0161  HISTORY     - 20000904 GOOD             MIDT
 SG0161  HISTORY     - 20030617 GOOD             GEOCAC
 SG0161
 SG0161                          STATION DESCRIPTION
 SG0161
 SG0161'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 SG0161'THE LIGHTHOUSE IS A HISTORICAL LANDMARK AND POPULAR TOURIST
 SG0161'ATTRACTION.  IT IS LOCATED IN EAGLE HARBOR JUST OFF STATE HIGHWAY
 SG0161'M-26, THE LIGHT IS OPERATIONAL.
 SG0161
 SG0161                          STATION RECOVERY (2003)
 SG0161
 SG0161'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 SG0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0288 ***********************************************************************
 QJ0288  DESIGNATION -  EAGLING LOOKOUT TOWER
 QJ0288  PID         -  QJ0288
 QJ0288  STATE/COUNTY-  MI/ALPENA
 QJ0288  USGS QUAD   -  LACHINE (1971)
 QJ0288
 QJ0288                         *CURRENT SURVEY CONTROL
 QJ0288  ___________________________________________________________________
 QJ0288* NAD 83(1994)-  45 03 38.88879(N)    083 43 33.19885(W)     ADJUSTED  
 QJ0288* NAVD 88     -                                                        
 QJ0288  ___________________________________________________________________
 QJ0288  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 QJ0288  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 QJ0288
 QJ0288  HORZ ORDER  -  THIRD
 QJ0288
 QJ0288.The horizontal coordinates were established by classical geodetic methods
 QJ0288.and adjusted by the National Geodetic Survey in February 1997..
 QJ0288
 QJ0288
 QJ0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0288
 QJ0288.The geoid height was determined by GEOID03.
 QJ0288
 QJ0288;                    North         East     Units Scale Factor Converg.
 QJ0288;SPC MI C     -   194,007.736 6,050,465.036   MT  0.99991480   +0 27 09.5
 QJ0288;SPC MI C     -   636,508.32 19,850,607.07   iFT  0.99991480   +0 27 09.5
 QJ0288;UTM  17      - 4,993,319.949   285,385.695   MT  1.00016638   -1 55 49.0
 QJ0288
 QJ0288                          SUPERSEDED SURVEY CONTROL
 QJ0288
 QJ0288  NAD 83(1986)-  45 03 38.88069(N)    083 43 33.19649(W) AD(       ) 4
 QJ0288  NAD 27      -  45 03 38.84800(N)    083 43 33.24200(W) AD(       ) 3
 QJ0288
 QJ0288.Superseded values are not recommended for survey control.
 QJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0288.See file dsdata.txt to determine how the superseded data were derived.
 QJ0288
 QJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8538693320(NAD 83)
 QJ0288
 QJ0288  HISTORY     - Date     Condition        Report By
 QJ0288  HISTORY     - 1956     MONUMENTED       CGS
 QJ0288  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0288
 QJ0288                          STATION DESCRIPTION
 QJ0288
 QJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0288'THE STATION IS THE CENTER OF THE EAGLING LOOKOUT TOWER,
 QJ0288'LOCATED ABOUT 13
 QJ0288'MILES WEST OF ALPENA, 8-1/2 MILES EAST OF HILLMAN, 0.6 MILE SOUTHWEST
 QJ0288'OF THE JUNCTION OF STATE HIGHWAY 32
 QJ0288'AND THE EAST JUNCTION OF STATE HIGHWAY 65,
 QJ0288'0.2 MILE SOUTHEAST OF A ROAD SIDE PARK, ON A HIGH
 QJ0288'PROMINENT NORTH-SOUTH RIDGE.  IT
 QJ0288'IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH WITH A GLASSED
 QJ0288'IN OBSERVING PLATFORM AT THE TOP.
 QJ0288'
 QJ0288'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FLANDERS USLS
 QJ0288'1905, THE DISTANCE BEING
 QJ0288'36.5 FEET, 11.14 METERS WEST OF STATION FLANDERS USLS 1905.
 QJ0288'
 QJ0288'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND THE
 QJ0288'EAST JUNCTION OF STATE
 QJ0288'HIGHWAY 65 ABOUT 14 MILES WEST OF ALPENA, GO WEST ON HIGHWAY 32 AND
 QJ0288'65 FOR 0.55 MILE TO A DRIVEWAY
 QJ0288'ON THE LEFT.  TURN LEFT AND GO SOUTH UP HILL ON GRAVEL DRIVEWAY FOR
 QJ0288'0.2 MILE TO THE STATION.
 QJ0288
 QJ0288                          STATION RECOVERY (1999)
 QJ0288
 QJ0288'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0081 ***********************************************************************
 RJ0081  DESIGNATION -  EARL
 RJ0081  PID         -  RJ0081
 RJ0081  STATE/COUNTY-  MI/CHIPPEWA
 RJ0081  USGS QUAD   -  PICKFORD (1975)
 RJ0081
 RJ0081                         *CURRENT SURVEY CONTROL
 RJ0081  ___________________________________________________________________
 RJ0081* NAD 83(1986)-  46 11 14.     (N)    084 19 12.     (W)     SCALED    
 RJ0081* NAVD 88     -       190.386  (meters)     624.62   (feet)  ADJUSTED  
 RJ0081  ___________________________________________________________________
 RJ0081  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 RJ0081  DYNAMIC HT  -         190.394 (meters)     624.65  (feet)  COMP
 RJ0081  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RJ0081
 RJ0081  VERT ORDER  -  FIRST     CLASS 0
 RJ0081
 RJ0081.The horizontal coordinates were scaled from a topographic map and have
 RJ0081.an estimated accuracy of +/- 6 seconds.
 RJ0081
 RJ0081.The orthometric height was determined by differential leveling
 RJ0081.and adjusted by the National Geodetic Survey in June 1991..
 RJ0081
 RJ0081.The geoid height was determined by GEOID03.
 RJ0081
 RJ0081.The dynamic height is computed by dividing the NAVD 88
 RJ0081.geopotential number by the normal gravity value computed on the
 RJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0081.degrees latitude (g = 980.6199 gals.).
 RJ0081
 RJ0081.The modeled gravity was interpolated from observed gravity values.
 RJ0081
 RJ0081;                    North         East    Units  Estimated Accuracy
 RJ0081;SPC MI N     -   159,530.    8,206,840.      MT  (+/- 180 meters Scaled)
 RJ0081
 RJ0081                          SUPERSEDED SURVEY CONTROL
 RJ0081
 RJ0081  NGVD 29 (??/??/92)  190.35   (m)          624.5    (f) COMPUTED    1 0
 RJ0081
 RJ0081.Superseded values are not recommended for survey control.
 RJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0081.See file dsdata.txt to determine how the superseded data were derived.
 RJ0081
 RJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068183(NAD 83)
 RJ0081_MARKER: Z = SEE DESCRIPTION
 RJ0081_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0081+WITH SETTING: INTO GROUND
 RJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0081+STABILITY: SURFACE MOTION
 RJ0081
 RJ0081  HISTORY     - Date     Condition        Report By
 RJ0081  HISTORY     - 1971     MONUMENTED       RBNF
 RJ0081  HISTORY     - 1972     GOOD             USLS
 RJ0081  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0081
 RJ0081                          STATION DESCRIPTION
 RJ0081
 RJ0081'DESCRIBED BY US LAKE SURVEY 1972
 RJ0081'1.9 MI E FROM PICKFORD.
 RJ0081'EARL IS IN CHIPPEWA COUNTY, MICHIGAN, 1.9 MILES ALONG GOGOMAIN
 RJ0081'ROAD FROM POST OFFICE IN PICKFORD TO PENNINGTON ROAD, 2.0 MILES
 RJ0081'NORTH TO RIVERSIDE DRIVE, 0.1 MILE EAST TO EARL GREY RESIDENCE,
 RJ0081'70.6 FEET EAST OF SOUTHEAST CORNER OF GARAGE, 69.7 FEET SOUTH
 RJ0081'OF SOUTHEAST CORNER OF GREEN SHINGLE DWELLING, 28 FEET NORTH
 RJ0081'OF CENTERLINE OF RIVERSIDE DRIVE, 24.1 FEET SOUTHWEST OF A FENCE
 RJ0081'CORNER POST, 4.5 FEET WEST OF UTILITY POLE NO. PD2/21/1, 1/2-FOOT
 RJ0081'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0081'5/8-INCH COPPER-COATED STEEL ROD, 38 FEET LONG.
 RJ0081
 RJ0081                          STATION RECOVERY (1983)
 RJ0081
 RJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0081'NOT RECOVERED, FENCE PROBABLY RELOCATED AND BENCH MARK REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1219 ***********************************************************************
 RJ1219  DESIGNATION -  EARLE
 RJ1219  PID         -  RJ1219
 RJ1219  STATE/COUNTY-  MI/MACKINAC
 RJ1219  USGS QUAD   -  GOULD CITY (1973)
 RJ1219
 RJ1219                         *CURRENT SURVEY CONTROL
 RJ1219  ___________________________________________________________________
 RJ1219* NAD 83(1994)-  46 00 45.23209(N)    085 41 48.71033(W)     ADJUSTED  
 RJ1219* NAVD 88     -       212.     (meters)     696.     (feet)  VERTCON   
 RJ1219  ___________________________________________________________________
 RJ1219  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RJ1219  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ1219
 RJ1219  HORZ ORDER  -  SECOND
 RJ1219
 RJ1219.The horizontal coordinates were established by classical geodetic methods
 RJ1219.and adjusted by the National Geodetic Survey in February 1997..
 RJ1219
 RJ1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1219
 RJ1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1219
 RJ1219.The geoid height was determined by GEOID03.
 RJ1219
 RJ1219;                    North         East     Units Scale Factor Converg.
 RJ1219;SPC MI N     -   137,451.189 8,100,909.151   MT  0.99991411   +0 56 30.8
 RJ1219;SPC MI N     -   450,955.34 26,577,785.93   iFT  0.99991411   +0 56 30.8
 RJ1219;UTM  16      - 5,096,268.984   600,881.701   MT  0.99972511   +0 56 15.6
 RJ1219
 RJ1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1219!SPC MI N     -   0.99997224  x   0.99991411  =   0.99988635
 RJ1219!UTM  16      -   0.99997224  x   0.99972511  =   0.99969735
 RJ1219
 RJ1219|---------------------------------------------------------------------|
 RJ1219| PID    Reference Object                     Distance      Geod. Az  |
 RJ1219|                                                           dddmmss.s |
 RJ1219| CH1086 EARLE RM 1                           26.845 METERS 19545     |
 RJ1219| RJ1218 TT 91 S USGS 1965                    95.242 METERS 35348     |
 RJ1219| CH1087 EARLE RM 2                           32.280 METERS 35752     |
 RJ1219| CH1085 EARLE AZ MK                                        3595324.6 |
 RJ1219|---------------------------------------------------------------------|
 RJ1219
 RJ1219                          SUPERSEDED SURVEY CONTROL
 RJ1219
 RJ1219  NAD 83(1986)-  46 00 45.22678(N)    085 41 48.70714(W) AD(       ) 2
 RJ1219  NAD 27      -  46 00 45.27875(N)    085 41 48.33985(W) AD(       ) 2
 RJ1219  NGVD 29 (07/19/86)  212.     (m)          696.     (f) VERT ANG       
 RJ1219
 RJ1219.Superseded values are not recommended for survey control.
 RJ1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1219.See file dsdata.txt to determine how the superseded data were derived.
 RJ1219
 RJ1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR0088296269(NAD 83)
 RJ1219_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1219_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1219
 RJ1219  HISTORY     - Date     Condition        Report By
 RJ1219  HISTORY     - 1965     MONUMENTED       CGS
 RJ1219  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1219  HISTORY     - 19950816 GOOD             USPSQD
 RJ1219
 RJ1219                          STATION DESCRIPTION
 RJ1219
 RJ1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1219'STATION IS ABOUT 5-3/4 MILES SOUTH OF GOULD CITY, 3-1/2 MILES
 RJ1219'NORTH OF LAKE
 RJ1219'MICHIGAN AND ON THE PROPERTY OF MR. STEWART E. EARLE.
 RJ1219'
 RJ1219'TO REACH THE STATION FROM THE POST OFFICE IN GOULD CITY, GO SOUTH
 RJ1219'ON A PAVED ROAD
 RJ1219'FOR 4.6 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 1123).
 RJ1219'CONTINUE SOUTH ON THE PAVED ROAD
 RJ1219'FOR 0.6 MILE TO THE AZIMUTH MARK ON
 RJ1219'THE LEFT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.4
 RJ1219'MILE TO THE STATION
 RJ1219'ON THE LEFT.
 RJ1219'
 RJ1219'STATION MARKS ARE STANDARD DISKS STAMPED EARLE 1965.  THE SURFACE
 RJ1219'DISK IS SET IN A
 RJ1219'ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RJ1219'6 FEET EAST OF A METAL WITNESS
 RJ1219'POST, 28 FEET NORTHEAST OF A 10 INCH
 RJ1219'MAPLE TREE, 39 FEET SOUTHEAST OF A LARGE WHITE
 RJ1219'BOULDER AND 68 FEET EAST
 RJ1219'OF THE CENTERLINE OF A PAVED ROAD.  THE UNDERGROUND DISK IS SET
 RJ1219'IN AN IRREGULAR
 RJ1219'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1219'
 RJ1219'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EARLE NO 1 1965, IS
 RJ1219'SET IN A ROUND
 RJ1219'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2 FEET
 RJ1219'NORTH OF A METAL WITNESS POST, 46
 RJ1219'FEET EAST OF THE CENTERLINE OF THE
 RJ1219'PAVED ROAD AND 62 FEET SOUTH OF A 10 INCH MAPLE
 RJ1219'TREE.
 RJ1219'
 RJ1219'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EARLE NO 2 1965, IS
 RJ1219'SET IN A ROUND
 RJ1219'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2 FEET
 RJ1219'EAST OF A METAL WITNESS POST AND
 RJ1219'64 FEET EAST OF THE CENTERLINE OF THE
 RJ1219'PAVED ROAD.
 RJ1219'
 RJ1219'AZIMUTH MARK, A STANDARD DISK STAMPED EARLE 1965, IS SET IN A
 RJ1219'ROUND CONCRETE
 RJ1219'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 2 FEET WEST OF A
 RJ1219'METAL WITNESS POST, 47 FEET EAST
 RJ1219'OF THE CENTERLINE OF A PAVED ROAD AND
 RJ1219'142 FEET NORTH OF A POWER POLE.
 RJ1219'
 RJ1219'TT 91 S (USGS) IS A U.S. GEOLOGICAL SURVEY AND STATE
 RJ1219'COOPERATION DISK
 RJ1219'STAMPED TT 91 S 1929, SET IN THE TOP OF A 6 BY 6 INCH
 RJ1219'SQUARE CONCRETE MONUMENT WHICH
 RJ1219'PROJECTS 10 INCHES.  IT IS 6 INCHES WEST
 RJ1219'OF A WIRE FENCE, 6 FEET NORTH OF A FENCE CORNER
 RJ1219'AND 32 FEET EAST OF THE
 RJ1219'CENTERLINE OF THE PAVED ROAD.
 RJ1219'
 RJ1219'HEIGHT OF LIGHT ABOVE STATION MARK 40 METERS.
 RJ1219
 RJ1219                          STATION RECOVERY (1973)
 RJ1219
 RJ1219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1219'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1219'ANGLES AND
 RJ1219'DISTANCES MEASURED O.K.
 RJ1219'ORIGINAL DESCRIPTION
 RJ1219'ADEQUATE.
 RJ1219'
 RJ1219'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED ABOUT 5-3/4
 RJ1219'MILES S OF GOULD CITY.
 RJ1219
 RJ1219                          STATION RECOVERY (1995)
 RJ1219
 RJ1219'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0074 ***********************************************************************
 OJ0074  DESIGNATION -  EARLE USLS
 OJ0074  PID         -  OJ0074
 OJ0074  STATE/COUNTY-  MI/SANILAC
 OJ0074  USGS QUAD   -  PORT SANILAC (1963)
 OJ0074
 OJ0074                         *CURRENT SURVEY CONTROL
 OJ0074  ___________________________________________________________________
 OJ0074* NAD 83(1986)-  43 24 08.     (N)    082 32 27.     (W)     SCALED    
 OJ0074* NAVD 88     -       184.057  (meters)     603.86   (feet)  ADJUSTED  
 OJ0074  ___________________________________________________________________
 OJ0074  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0074  DYNAMIC HT  -         184.022 (meters)     603.75  (feet)  COMP
 OJ0074  MODELED GRAV-     980,422.3   (mgal)                       NAVD 88
 OJ0074
 OJ0074  VERT ORDER  -  FIRST     CLASS 0
 OJ0074
 OJ0074.The horizontal coordinates were scaled from a topographic map and have
 OJ0074.an estimated accuracy of +/- 6 seconds.
 OJ0074
 OJ0074.The orthometric height was determined by differential leveling
 OJ0074.and adjusted by the National Geodetic Survey in June 1991..
 OJ0074
 OJ0074.The geoid height was determined by GEOID03.
 OJ0074
 OJ0074.The dynamic height is computed by dividing the NAVD 88
 OJ0074.geopotential number by the normal gravity value computed on the
 OJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0074.degrees latitude (g = 980.6199 gals.).
 OJ0074
 OJ0074.The modeled gravity was interpolated from observed gravity values.
 OJ0074
 OJ0074;                    North         East    Units  Estimated Accuracy
 OJ0074;SPC MI S     -   212,900.    4,147,890.      MT  (+/- 180 meters Scaled)
 OJ0074
 OJ0074                          SUPERSEDED SURVEY CONTROL
 OJ0074
 OJ0074  NGVD 29 (??/??/??)  184.176  (m)          604.25   (f) ADJUSTED    1 0
 OJ0074
 OJ0074.Superseded values are not recommended for survey control.
 OJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0074.See file dsdata.txt to determine how the superseded data were derived.
 OJ0074
 OJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ752066(NAD 83)
 OJ0074_MARKER: B = BOLT
 OJ0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0074_SP_SET: CULVERT
 OJ0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0074
 OJ0074  HISTORY     - Date     Condition        Report By
 OJ0074  HISTORY     - 1970     MONUMENTED       USLS
 OJ0074  HISTORY     - 1970     GOOD             USLS
 OJ0074  HISTORY     - 1980     GOOD             NGS
 OJ0074  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0074
 OJ0074                          STATION DESCRIPTION
 OJ0074
 OJ0074'DESCRIBED BY US LAKE SURVEY 1970
 OJ0074'2 MI S FROM PORT SANILAC.
 OJ0074'EARLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 2.0 MILES SOUTH OF
 OJ0074'INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET (M-46)
 OJ0074'IN PORT SANILAC, 156 FEET NORTH OF CENTERLINE OF WASHINGTON
 OJ0074'ROAD, JUST SOUTH OF HORATIO S. EARLE ROADSIDE PARK, 60 FEET
 OJ0074'EAST OF CENTERLINE OF HIGHWAY, 0.9 FEET NORTH OF SOUTH EDGE
 OJ0074'AND 0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT HEADWALL,
 OJ0074'ABOUT 25 FEET BELOW THE ROAD, BEING HIGHEST POINT ON TOP OF A
 OJ0074'1/2-INCH DIAMETER STEEL BOLT SET INTO TOP OF CULVERT NO. 594+80.
 OJ0074'BM EARLE 1970.
 OJ0074
 OJ0074                          STATION RECOVERY (1980)
 OJ0074
 OJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0074'3.2 KILOMETERS (2.0 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0074'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, THIS MARK IS A 1/2
 OJ0074'INCH STEEL BOLT SET IN THE SOUTH END OF THE EAST HEADWALL OF A
 OJ0074'LARGE CONCRETE CULVERT. 47.5 METERS (156 FEET) NORTH OF THE EXTENDED
 OJ0074'CENTER OF WASHINGTON ROAD, 18.2 METERS (60.0 FEET) EAST OF THE
 OJ0074'CENTER LINE OF THE HIGHWAY, 0.27 METER (0.9 FOOT) NORTH OF THE SOUTH
 OJ0074'END OF THE EAST HEADWALL.
 OJ0074'THE MARK IS 7.6 M BELOW HIGHWAY.
 OJ0074
 OJ0074                          STATION RECOVERY (1994)
 OJ0074
 OJ0074'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1163 ***********************************************************************
 RJ1163  DESIGNATION -  EAST
 RJ1163  PID         -  RJ1163
 RJ1163  STATE/COUNTY-  MI/LUCE
 RJ1163  USGS QUAD   -  BETSY LAKE NORTH (1968)
 RJ1163
 RJ1163                         *CURRENT SURVEY CONTROL
 RJ1163  ___________________________________________________________________
 RJ1163* NAD 83(1994)-  46 38 55.09102(N)    085 21 02.49414(W)     ADJUSTED  
 RJ1163* NAVD 88     -       240.4    (meters)     789.     (feet)  VERTCON   
 RJ1163  ___________________________________________________________________
 RJ1163  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 RJ1163  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 RJ1163
 RJ1163  HORZ ORDER  -  SECOND
 RJ1163  VERT ORDER  -  THIRD ? (See Below)
 RJ1163
 RJ1163.The horizontal coordinates were established by classical geodetic methods
 RJ1163.and adjusted by the National Geodetic Survey in February 1997..
 RJ1163
 RJ1163.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1163.The vertical order pertains to the NGVD 29 superseded value.
 RJ1163
 RJ1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1163
 RJ1163.The geoid height was determined by GEOID03.
 RJ1163
 RJ1163;                    North         East     Units Scale Factor Converg.
 RJ1163;SPC MI N     -   208,632.932 8,126,240.827   MT  0.99992292   +1 11 31.6
 RJ1163;SPC MI N     -   684,491.25 26,660,895.10   iFT  0.99992292   +1 11 31.6
 RJ1163;UTM  16      - 5,167,440.614   626,208.185   MT  0.99979579   +1 11 58.1
 RJ1163
 RJ1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1163!SPC MI N     -   0.99996800  x   0.99992292  =   0.99989092
 RJ1163!UTM  16      -   0.99996800  x   0.99979579  =   0.99976380
 RJ1163
 RJ1163|---------------------------------------------------------------------|
 RJ1163| PID    Reference Object                     Distance      Geod. Az  |
 RJ1163|                                                           dddmmss.s |
 RJ1163| CH1088 EAST RM 1                            24.389 METERS 03716     |
 RJ1163| RJ1161 CRISP RESET                         APPROX.11.6 KM 0394618.3 |
 RJ1163| RJ1162 EAST 1965 RM 2                       12.610 METERS 22907     |
 RJ1163|---------------------------------------------------------------------|
 RJ1163
 RJ1163                          SUPERSEDED SURVEY CONTROL
 RJ1163
 RJ1163  NAD 83(1986)-  46 38 55.08473(N)    085 21 02.49122(W) AD(       ) 2
 RJ1163  NAD 27      -  46 38 55.03374(N)    085 21 02.05131(W) AD(       ) 2
 RJ1163  NGVD 29 (07/19/86)  240.4    (m)          789.     (f) LEVELING    3  
 RJ1163
 RJ1163.Superseded values are not recommended for survey control.
 RJ1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1163.See file dsdata.txt to determine how the superseded data were derived.
 RJ1163
 RJ1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2620867441(NAD 83)
 RJ1163_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1163_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1163
 RJ1163  HISTORY     - Date     Condition        Report By
 RJ1163  HISTORY     - 1965     MONUMENTED       CGS
 RJ1163
 RJ1163                          STATION DESCRIPTION
 RJ1163
 RJ1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1163'THE STATION IS LOCATED AT THE SITE OF THE LAKE SUPERIOR EAST LOOKOUT
 RJ1163'TOWER, ABOUT
 RJ1163'21-1/2 MILES NORTH-NORTHEAST OF NEWBERRY, 15 MILES
 RJ1163'WEST-NORTHWEST OF PARADISE, 3
 RJ1163'MILES NORTHWEST OF BETSY LAKE, IN THE
 RJ1163'NORTHEAST 1/4 OF SECTION 18, T. 49 N., R. 8 W.,
 RJ1163'AND ON PROPERTY OF THE
 RJ1163'STATE.
 RJ1163'
 RJ1163'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH
 RJ1163'ON STATE HIGHWAY
 RJ1163'123 FOR 4.3 MILES TO A SIDE ROAD LEFT.  CONTINUE NORTHEAST
 RJ1163'ON HIGHWAY 123 FOR 8.35 MILES TO A
 RJ1163'SIDE ROAD RIGHT AT SIGN FORDNEY
 RJ1163'TOWER RD.  CONTINUE NORTHEAST ON HIGHWAY 123 FOR 5.65
 RJ1163'MILES TO A SIDE
 RJ1163'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON COUNTY ROAD 500 FOR 6.3
 RJ1163'MILES TO A SIDE ROAD
 RJ1163'LEFT (COUNTY ROAD 414).  CONTINUE NORTH ON COUNTY ROAD
 RJ1163'500 FOR 0.3 MILE TO A Y-FORK.
 RJ1163'TAKE THE RIGHT FORK AND GO NORTHEAST ON
 RJ1163'A GRAVELED ROAD FOR 0.2 MILE TO A REVERSE Y-FORK.
 RJ1163'BEAR RIGHT AND GO
 RJ1163'EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A Y-FORK.  TAKE THE RIGHT
 RJ1163'FORK AND GO EAST ON
 RJ1163'A SAND ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 RJ1163'AND GO NORTH ON A SAND ROAD FOR
 RJ1163'0.15 MILE TO THE LOOKOUT TOWER AND THE
 RJ1163'STATION.
 RJ1163'
 RJ1163'STATION MARKS ARE STANDARD DISKS STAMPED EAST 1965.  THE SURFACE
 RJ1163'DISK IS SET IN A
 RJ1163'ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT
 RJ1163'IS 61 FEET EAST OF A 30 INCH TREE,
 RJ1163'60 FEET SOUTHEAST OF A 14 INCH PINE
 RJ1163'TREE, 43 FEET NORTHEAST OF THE SOUTHEAST LEG OF THE
 RJ1163'LOOKOUT TOWER, AND
 RJ1163'25 FEET EAST-NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 RJ1163'THE UNDERGROUND
 RJ1163'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 43 INCHES
 RJ1163'BELOW THE SURFACE OF THE
 RJ1163'GROUND.
 RJ1163'
 RJ1163'REFERENCE MARK NO. 1 A STANDARD DISK STAMPED EAST NO 1 1965, IS
 RJ1163'SET IN A ROUND
 RJ1163'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 105
 RJ1163'FEET NORTHEAST OF THE NORTHEAST
 RJ1163'LEG OF THE LOOKOUT TOWER, 10 FEET
 RJ1163'SOUTHEAST OF A 10 INCH BIRCH TREE, AND 2 FEET
 RJ1163'SOUTHWEST OF A METAL
 RJ1163'WITNESS POST.
 RJ1163'
 RJ1163'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED EAST NO 2 1965, IS
 RJ1163'SET IN A ROUND
 RJ1163'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS SET
 RJ1163'AT THE APPROXIMATE CENTER OF THE
 RJ1163'BASE OF THE LOOKOUT TOWER.
 RJ1163'
 RJ1163'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT
 RJ1163'THIS TIME.
 RJ1163'
 RJ1163'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1162 ***********************************************************************
 RJ1162  DESIGNATION -  EAST 1965 RM 2
 RJ1162  PID         -  RJ1162
 RJ1162  STATE/COUNTY-  MI/LUCE
 RJ1162  USGS QUAD   -  BETSY LAKE NORTH (1968)
 RJ1162
 RJ1162                         *CURRENT SURVEY CONTROL
 RJ1162  ___________________________________________________________________
 RJ1162* NAD 83(1994)-  46 38 54.82376(N)    085 21 02.94251(W)     ADJUSTED  
 RJ1162* NAVD 88     -       240.8    (meters)     790.     (feet)  VERTCON   
 RJ1162  ___________________________________________________________________
 RJ1162  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 RJ1162  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 RJ1162
 RJ1162  HORZ ORDER  -  SECOND
 RJ1162  VERT ORDER  -  THIRD ? (See Below)
 RJ1162
 RJ1162.The horizontal coordinates were established by classical geodetic methods
 RJ1162.and adjusted by the National Geodetic Survey in February 1997..
 RJ1162
 RJ1162.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1162.The vertical order pertains to the NGVD 29 superseded value.
 RJ1162
 RJ1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1162
 RJ1162.The geoid height was determined by GEOID03.
 RJ1162
 RJ1162;                    North         East     Units Scale Factor Converg.
 RJ1162;SPC MI N     -   208,624.484 8,126,231.467   MT  0.99992291   +1 11 31.2
 RJ1162;SPC MI N     -   684,463.53 26,660,864.39   iFT  0.99992291   +1 11 31.2
 RJ1162;UTM  16      - 5,167,432.165   626,198.827   MT  0.99979576   +1 11 57.7
 RJ1162
 RJ1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1162!SPC MI N     -   0.99996794  x   0.99992291  =   0.99989086
 RJ1162!UTM  16      -   0.99996794  x   0.99979576  =   0.99976371
 RJ1162
 RJ1162                          SUPERSEDED SURVEY CONTROL
 RJ1162
 RJ1162  NAD 83(1986)-  46 38 54.81747(N)    085 21 02.93958(W) AD(       ) 2
 RJ1162  NAD 27      -  46 38 54.76649(N)    085 21 02.49968(W) AD(       ) 2
 RJ1162  NGVD 29 (07/19/86)  240.7    (m)          790.     (f) LEVELING    3  
 RJ1162
 RJ1162.Superseded values are not recommended for survey control.
 RJ1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1162.See file dsdata.txt to determine how the superseded data were derived.
 RJ1162
 RJ1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2619967432(NAD 83)
 RJ1162
 RJ1162  HISTORY     - Date     Condition        Report By
 RJ1162  HISTORY     - 1965     MONUMENTED       CGS
 RJ1162
 RJ1162                          STATION DESCRIPTION
 RJ1162
 RJ1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1162'THE STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER,
 RJ1162'WHICH A REFERENCE
 RJ1162'MARK WAS ESTABLISHED TO MARK THE POINT, LOCATED ABOUT 21-1/2 MILES
 RJ1162'NORTH-NORTHEAST OF NEWBERRY, 15
 RJ1162'MILES WEST-NORTHWEST OF PARADISE, 3 MILES NORTHWEST OF
 RJ1162'BETSY LAKE, IN THE NORTHEAST 1/4 OF SECTION 18, T.
 RJ1162'49 N., R. 8 W., AND IS OWNED AND
 RJ1162'OPERATED BY THE MICHIGAN CONSERVATION DEPARTMENT.  IT IS A 4 LEGGED
 RJ1162'STEEL STRUCTURE, WITH A METAL
 RJ1162'OBSERVATION ROOM AT THE TOP.  THE OVERALL HEIGHT IS 100 FEET.
 RJ1162'
 RJ1162'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EAST 1965,
 RJ1162'THE DISTANCE BEING 41.37
 RJ1162'FEET AND 12.610 METERS.
 RJ1162'
 RJ1162'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH ON
 RJ1162'STATE HIGHWAY 123 FOR 4.3 MILES
 RJ1162'TO A SIDE ROAD LEFT.  CONTINUE NORTHEAST ON STATE HIGHWAY 123 FOR
 RJ1162'8.35 MILES TO A SIDE ROAD RIGHT AT
 RJ1162'SIGN FORDNEY TOWER RD.  CONTINUE NORTHEAST ON HIGHWAY 123
 RJ1162'FOR 5.65 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 RJ1162'AND GO NORTHERLY ON COUNTY ROAD 500 FOR
 RJ1162'6.3 MILES TO A SIDE ROAD LEFT (COUNTY ROAD 414).  CONTINUE NORTH
 RJ1162'ON COUNTY ROAD 500 FOR 0.3 MILE TO A
 RJ1162'Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHEAST ON A GRAVELED ROAD FOR
 RJ1162'0.2 MILE TO A REVERSE Y-FORK.  BEAR
 RJ1162'RIGHT AND GO EAST ON A GRAVELED ROAD FOR 0.25 MILE TO A
 RJ1162'Y-FORK.  TAKE THE RIGHT FORK AND GO EAST ON A SAND
 RJ1162'ROAD FOR 0.2 MILE TO A SIDE ROAD LEFT.
 RJ1162'TURN LEFT AND GO NORTH ON A SAND ROAD FOR 0.15 MILE TO THE TOP OF A
 RJ1162'RIDGE AND THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0616 ***********************************************************************
 QK0616  DESIGNATION -  EAST ATLANTA FIRE LOOKOUT TWR
 QK0616  PID         -  QK0616
 QK0616  STATE/COUNTY-  MI/MONTMORENCY
 QK0616  USGS QUAD   -  ATLANTA SE (1986)
 QK0616
 QK0616                         *CURRENT SURVEY CONTROL
 QK0616  ___________________________________________________________________
 QK0616* NAD 83(1994)-  45 00 22.81439(N)    084 02 03.34220(W)     ADJUSTED  
 QK0616* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 QK0616  ___________________________________________________________________
 QK0616  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 QK0616  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 QK0616
 QK0616  HORZ ORDER  -  THIRD
 QK0616
 QK0616.The horizontal coordinates were established by classical geodetic methods
 QK0616.and adjusted by the National Geodetic Survey in February 1997..
 QK0616
 QK0616.The orthometric height was scaled from a topographic map.
 QK0616
 QK0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0616
 QK0616.The geoid height was determined by GEOID03.
 QK0616
 QK0616;                    North         East     Units Scale Factor Converg.
 QK0616;SPC MI C     -   187,809.768 6,026,203.843   MT  0.99991331   +0 14 05.3
 QK0616;SPC MI C     -   616,173.78 19,771,009.98   iFT  0.99991331   +0 14 05.3
 QK0616;UTM  16      - 4,987,934.006   733,719.883   MT  1.00027173   +2 05 53.8
 QK0616;UTM  17      - 4,988,134.145   260,880.011   MT  1.00030314   -2 08 48.5
 QK0616
 QK0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0616!SPC MI C     -   0.99995736  x   0.99991331  =   0.99987067
 QK0616!UTM  16      -   0.99995736  x   1.00027173  =   1.00022908
 QK0616!UTM  17      -   0.99995736  x   1.00030314  =   1.00026048
 QK0616
 QK0616                          SUPERSEDED SURVEY CONTROL
 QK0616
 QK0616  NAD 83(1986)-  45 00 22.80540(N)    084 02 03.34481(W) AD(       ) 4
 QK0616  NAD 27      -  45 00 22.77361(N)    084 02 03.34143(W) AD(       ) 3
 QK0616
 QK0616.Superseded values are not recommended for survey control.
 QK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0616.See file dsdata.txt to determine how the superseded data were derived.
 QK0616
 QK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ3372087934(NAD 83)
 QK0616
 QK0616  HISTORY     - Date     Condition        Report By
 QK0616  HISTORY     - UNK      MONUMENTED
 QK0616  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0616  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QK0616  HISTORY     - 20011205 MARK NOT FOUND   NGS
 QK0616
 QK0616                          STATION DESCRIPTION
 QK0616
 QK0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0616'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 QK0616
 QK0616                          STATION RECOVERY (1972)
 QK0616
 QK0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 QK0616'THE TOWER HAS BEEN TORN DOWN AND ALL THAT REMAINS IS THE 4
 QK0616'CONCRETE BASES.
 QK0616'
 QK0616'F.K. STUART
 QK0616'
 QK0616'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - ABOUT 5-1/2 MILES
 QK0616'EAST OF ATLANTA
 QK0616
 QK0616                          STATION RECOVERY (2001)
 QK0616
 QK0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0616'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0018 ***********************************************************************
 QL0018  DESIGNATION -  EAST BREAKWATER
 QL0018  PID         -  QL0018
 QL0018  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0018  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0018
 QL0018                         *CURRENT SURVEY CONTROL
 QL0018  ___________________________________________________________________
 QL0018* NAD 83(1986)-  45 56 52.     (N)    086 14 40.     (W)     SCALED    
 QL0018* NAVD 88     -       178.208  (meters)     584.67   (feet)  ADJUSTED  
 QL0018  ___________________________________________________________________
 QL0018  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QL0018  DYNAMIC HT  -         178.212 (meters)     584.68  (feet)  COMP
 QL0018  MODELED GRAV-     980,637.9   (mgal)                       NAVD 88
 QL0018
 QL0018  VERT ORDER  -  FIRST     CLASS 0
 QL0018
 QL0018.The horizontal coordinates were scaled from a topographic map and have
 QL0018.an estimated accuracy of +/- 6 seconds.
 QL0018
 QL0018.The orthometric height was determined by differential leveling
 QL0018.and adjusted by the National Geodetic Survey in June 1991..
 QL0018
 QL0018.The geoid height was determined by GEOID03.
 QL0018
 QL0018.The dynamic height is computed by dividing the NAVD 88
 QL0018.geopotential number by the normal gravity value computed on the
 QL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0018.degrees latitude (g = 980.6199 gals.).
 QL0018
 QL0018.The modeled gravity was interpolated from observed gravity values.
 QL0018
 QL0018;                    North         East    Units  Estimated Accuracy
 QL0018;SPC MI N     -   129,700.    8,058,580.      MT  (+/- 180 meters Scaled)
 QL0018
 QL0018                          SUPERSEDED SURVEY CONTROL
 QL0018
 QL0018  NGVD 29 (??/??/92)  178.230  (m)          584.74   (f) ADJ UNCH    1 0
 QL0018
 QL0018.Superseded values are not recommended for survey control.
 QL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0018.See file dsdata.txt to determine how the superseded data were derived.
 QL0018
 QL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER585885(NAD 83)
 QL0018_MARKER: Q = CHISELED SQUARE
 QL0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0018_SP_SET: BREAKWATER
 QL0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0018
 QL0018  HISTORY     - Date     Condition        Report By
 QL0018  HISTORY     - UNK      MONUMENTED       USLS
 QL0018  HISTORY     - 1972     GOOD             NGS
 QL0018
 QL0018                          STATION DESCRIPTION
 QL0018
 QL0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0018'0.8 MI SE FROM MANISTIQUE.
 QL0018'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 QL0018'COURTHOUSE AT MANISTIQUE, THENCE 0.2 MILE SOUTHWEST ALONG A
 QL0018'GRAVEL ROAD, AT THE OLD COAST GUARD STATION, AT THE EAST SIDE OF A
 QL0018'SMALL HARBOR, 353 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 QL0018'THE OLD COAST GUARD STATION, 19.7 FEET NORTH OF BENCH MARK WL
 QL0018'262 (USLS) DESCRIBED, A 2 INCH CHISELED SQUARE ON THE TOP OF
 QL0018'THE NORTHWEST CORNER AT THE NORTH END OF BREAKWATER AND MARKED
 QL0018'BY LETTERS USBM CUT IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0856 ***********************************************************************
 RJ0856  DESIGNATION -  EAST CENTER PIERHEAD LT
 RJ0856  PID         -  RJ0856
 RJ0856  STATE/COUNTY-  MI/CHIPPEWA
 RJ0856  USGS QUAD   -  BARBEAU (1975)
 RJ0856
 RJ0856                         *CURRENT SURVEY CONTROL
 RJ0856  ___________________________________________________________________
 RJ0856* NAD 83(1994)-  46 30 12.31779(N)    084 20 19.51691(W)     ADJUSTED  
 RJ0856* NAVD 88     -                                                        
 RJ0856  ___________________________________________________________________
 RJ0856  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 RJ0856  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0856
 RJ0856  HORZ ORDER  -  THIRD
 RJ0856
 RJ0856.The horizontal coordinates were established by classical geodetic methods
 RJ0856.and adjusted by the National Geodetic Survey in February 1997..
 RJ0856
 RJ0856
 RJ0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0856
 RJ0856.The geoid height was determined by GEOID03.
 RJ0856
 RJ0856;                    North         East     Units Scale Factor Converg.
 RJ0856;SPC MI N     -   194,606.747 8,204,214.539   MT  0.99991007   +1 55 24.7
 RJ0856;SPC MI N     -   638,473.58 26,916,714.37   iFT  0.99991007   +1 55 24.7
 RJ0856;UTM  16      - 5,153,424.661   704,185.802   MT  1.00011250   +1 55 52.2
 RJ0856
 RJ0856                          SUPERSEDED SURVEY CONTROL
 RJ0856
 RJ0856  NAD 83(1986)-  46 30 12.30085(N)    084 20 19.52942(W) AD(       ) 4
 RJ0856  NAD 27      -  46 30 12.22633(N)    084 20 19.38621(W) AD(       ) 3
 RJ0856
 RJ0856.Superseded values are not recommended for survey control.
 RJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0856.See file dsdata.txt to determine how the superseded data were derived.
 RJ0856
 RJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0418653425(NAD 83)
 RJ0856_MARKER: 14 = NAVIGATION LIGHT
 RJ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0856
 RJ0856  HISTORY     - Date     Condition        Report By
 RJ0856  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ0856  HISTORY     - 19940723 GOOD             USPSQD
 RJ0856
 RJ0856                          STATION DESCRIPTION
 RJ0856
 RJ0856'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0856'THE STATION, EAST CENTER PIERHEAD LT, IS THE CENTER OF THE RED
 RJ0856'LIGHT ATOP THE SINGLE PILE STRUCTURE.
 RJ0856'
 RJ0856'THE STATION IS LOCATED ON THE EASTERN END OF THE PIER BETWEEN
 RJ0856'THE DAVIS AND POE LOCKS.
 RJ0856
 RJ0856                          STATION RECOVERY (1994)
 RJ0856
 RJ0856'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1315 ***********************************************************************
 NF1315  DESIGNATION -  EAST LANS RAD STA WKAR TWR
 NF1315  PID         -  NF1315
 NF1315  STATE/COUNTY-  MI/INGHAM
 NF1315  USGS QUAD   -  EAST LANSING (1970)
 NF1315
 NF1315                         *CURRENT SURVEY CONTROL
 NF1315  ___________________________________________________________________
 NF1315* NAD 83(1994)-  42 42 20.70259(N)    084 28 29.93264(W)     ADJUSTED  
 NF1315* NAVD 88     -                                                        
 NF1315  ___________________________________________________________________
 NF1315  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 NF1315  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF1315
 NF1315  HORZ ORDER  -  THIRD
 NF1315
 NF1315.The horizontal coordinates were established by classical geodetic methods
 NF1315.and adjusted by the National Geodetic Survey in February 1997..
 NF1315
 NF1315
 NF1315.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1315
 NF1315.The geoid height was determined by GEOID03.
 NF1315
 NF1315;                    North         East     Units Scale Factor Converg.
 NF1315;SPC MI S     -   133,937.155 3,991,126.679   MT  0.99991175   -0 04 25.4
 NF1315;SPC MI S     -   439,426.36 13,094,247.63   iFT  0.99991175   -0 04 25.4
 NF1315;UTM  16      - 4,731,231.321   706,794.939   MT  1.00012615   +1 42 47.4
 NF1315
 NF1315                          SUPERSEDED SURVEY CONTROL
 NF1315
 NF1315  NAD 83(1986)-  42 42 20.70145(N)    084 28 29.95195(W) AD(       ) 4
 NF1315  NAD 27      -  42 42 20.57505(N)    084 28 30.03762(W) AD(       ) 3
 NF1315
 NF1315.Superseded values are not recommended for survey control.
 NF1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1315.See file dsdata.txt to determine how the superseded data were derived.
 NF1315
 NF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0679531231(NAD 83)
 NF1315_MARKER: Z = SEE DESCRIPTION
 NF1315_SETTING: 0 = UNSPECIFIED SETTING
 NF1315_MARK LOGO: NGS   
 NF1315_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1315_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1315+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 NF1315
 NF1315  HISTORY     - Date     Condition        Report By
 NF1315  HISTORY     - 1976     MONUMENTED       NGS
 NF1315  HISTORY     - 1976     GOOD             NGS
 NF1315  HISTORY     - 19850315 GOOD             NGS
 NF1315  HISTORY     - 19940913 GOOD             USPSQD
 NF1315  HISTORY     - 19950405 GOOD             USPSQD
 NF1315  HISTORY     - 20030706 GOOD             GEOCAC
 NF1315
 NF1315                          STATION DESCRIPTION
 NF1315
 NF1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1315'THE STATION IS THE LIGHT ATOP AND CENTER OF THE EAST LANSING RADIO
 NF1315'STATION WKAR TOWER.  IT IS A 4 LEGGED, SKELETON STEEL TOWER, PAINTED
 NF1315'IN ALTERNATE SECTIONS OF RED AND WHITE, AND IS APPROXIMATELY 200
 NF1315'FEET HIGH.
 NF1315'
 NF1315'LOCATED 2.2 MILES SOUTH OF THE CENTER OF EAST LANSING, 0.1 MILE
 NF1315'NORTH OF MT HOPE ROAD, AND ABOUT 200 FEET SOUTHEAST OF A
 NF1315'RADIO MAST.
 NF1315
 NF1315                          STATION RECOVERY (1976)
 NF1315
 NF1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1315'RECOVERED IN GOOD CONDITION.
 NF1315
 NF1315                          STATION RECOVERY (1985)
 NF1315
 NF1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1315'RECOVERED IN GOOD CONDITION.
 NF1315
 NF1315                          STATION RECOVERY (1994)
 NF1315
 NF1315'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1315'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER THE DESCRIPTION
 NF1315'SHOULD BE CHANGED AS FOLLOWS, IN THE SECOND PARAGRAPH, SECOND SENTENCE
 NF1315'DELETE --MT HOPE ROAD-- AND ADD FOREST ROAD AND 0.1 MILE (0.2 KM) EAST
 NF1315'OF FARM LANE.
 NF1315
 NF1315                          STATION RECOVERY (1995)
 NF1315
 NF1315'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1315'STATION WAS RECOVERED IN GOOD CONDITION, HOWEVER SEE REPORT DATED
 NF1315'SEPTEMBER 13, 1994.
 NF1315
 NF1315                          STATION RECOVERY (2003)
 NF1315
 NF1315'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1320 ***********************************************************************
 NF1320  DESIGNATION -  EAST LANSING HWY PATROL TOWER
 NF1320  PID         -  NF1320
 NF1320  STATE/COUNTY-  MI/INGHAM
 NF1320  USGS QUAD   -  EAST LANSING (1970)
 NF1320
 NF1320                         *CURRENT SURVEY CONTROL
 NF1320  ___________________________________________________________________
 NF1320* NAD 83(1994)-  42 43 36.02748(N)    084 29 45.47326(W)     ADJUSTED  
 NF1320* NAVD 88     -                                                        
 NF1320  ___________________________________________________________________
 NF1320  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 NF1320  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1320
 NF1320  HORZ ORDER  -  THIRD
 NF1320
 NF1320.The horizontal coordinates were established by classical geodetic methods
 NF1320.and adjusted by the National Geodetic Survey in February 1997..
 NF1320
 NF1320
 NF1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1320
 NF1320.The geoid height was determined by GEOID03.
 NF1320
 NF1320;                    North         East     Units Scale Factor Converg.
 NF1320;SPC MI S     -   136,263.713 3,989,411.244   MT  0.99991068   -0 05 16.8
 NF1320;SPC MI S     -   447,059.43 13,088,619.57   iFT  0.99991068   -0 05 16.8
 NF1320;UTM  16      - 4,733,503.725   705,007.403   MT  1.00011709   +1 41 58.5
 NF1320
 NF1320                          SUPERSEDED SURVEY CONTROL
 NF1320
 NF1320  NAD 83(1986)-  42 43 36.02643(N)    084 29 45.49239(W) AD(       ) 4
 NF1320  NAD 27      -  42 43 35.90013(N)    084 29 45.57484(W) AD(       ) 3
 NF1320
 NF1320.Superseded values are not recommended for survey control.
 NF1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1320.See file dsdata.txt to determine how the superseded data were derived.
 NF1320
 NF1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0500733504(NAD 83)
 NF1320_MARKER: 55 = TOWER
 NF1320
 NF1320  HISTORY     - Date     Condition        Report By
 NF1320  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1320  HISTORY     - 20020815 GOOD             GEOCAC
 NF1320
 NF1320                          STATION DESCRIPTION
 NF1320
 NF1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1320'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE EAST LANSING
 NF1320'MICHIGAN STATE HIGHWAY PATROL RADIO TOWER KQA 258.  IT IS A
 NF1320'SKELETON STEEL TOWER, PAINTED IN ALTERNATE SECTIONS OF RED AND
 NF1320'WHITE, AND IS APPROXIMATELY 200 FEET HIGH.
 NF1320'
 NF1320'LOCATED 0.8 MILES SOUTHWEST OF THE CENTER OF EAST LANSING, 60 FEET
 NF1320'EAST OF THE CENTER LINE OF A PAVED STREET, AND ON THE GROUNDS OF
 NF1320'MICHIGAN STATE UNIVERSITY.
 NF1320
 NF1320                          STATION RECOVERY (2002)
 NF1320
 NF1320'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1303 ***********************************************************************
 NF1303  DESIGNATION -  EAST LANSING MICH ST U N STK
 NF1303  PID         -  NF1303
 NF1303  STATE/COUNTY-  MI/INGHAM
 NF1303  USGS QUAD   -  EAST LANSING (1970)
 NF1303
 NF1303                         *CURRENT SURVEY CONTROL
 NF1303  ___________________________________________________________________
 NF1303* NAD 83(1994)-  42 43 48.52247(N)    084 28 49.67682(W)     ADJUSTED  
 NF1303* NAVD 88     -                                                        
 NF1303  ___________________________________________________________________
 NF1303  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 NF1303  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF1303
 NF1303  HORZ ORDER  -  THIRD
 NF1303
 NF1303.The horizontal coordinates were established by classical geodetic methods
 NF1303.and adjusted by the National Geodetic Survey in February 1997..
 NF1303
 NF1303
 NF1303.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1303
 NF1303.The geoid height was determined by GEOID03.
 NF1303
 NF1303;                    North         East     Units Scale Factor Converg.
 NF1303;SPC MI S     -   136,647.412 3,990,681.042   MT  0.99991051   -0 04 38.8
 NF1303;SPC MI S     -   448,318.28 13,092,785.57   iFT  0.99991051   -0 04 38.8
 NF1303;UTM  16      - 4,733,926.937   706,264.877   MT  1.00012345   +1 42 36.8
 NF1303
 NF1303                          SUPERSEDED SURVEY CONTROL
 NF1303
 NF1303  NAD 83(1986)-  42 43 48.52147(N)    084 28 49.69779(W) AD(       ) 4
 NF1303  NAD 27      -  42 43 48.39748(N)    084 28 49.78276(W) AD(       ) 3
 NF1303
 NF1303.Superseded values are not recommended for survey control.
 NF1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1303.See file dsdata.txt to determine how the superseded data were derived.
 NF1303
 NF1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0626533927(NAD 83)
 NF1303_MARKER: Z = SEE DESCRIPTION
 NF1303_SETTING: 0 = UNSPECIFIED SETTING
 NF1303_MARK LOGO: NONE  
 NF1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1303
 NF1303  HISTORY     - Date     Condition        Report By
 NF1303  HISTORY     - UNK      MONUMENTED
 NF1303  HISTORY     - 1976     GOOD             NGS
 NF1303  HISTORY     - 19940913 SEE DESCRIPTION  USPSQD
 NF1303
 NF1303                          STATION DESCRIPTION
 NF1303
 NF1303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1303'THE STATION IS THE TOP CENTER OF THE EAST LANSING MICHIGAN STATE
 NF1303'UNIVERSITY POWER PLANT STACK 1932.  IT IS THE NORTH ONE OF THREE
 NF1303'SIMULAR RED BRICK STACKS.  IT IS APPROXIMATELY 130 FEET HIGH.
 NF1303'
 NF1303'LOCATED 0.7 MILE SOUTH OF THE CENTER OF EAST LANSING, 200 FEET WEST
 NF1303'OF THE CENTER LINE OF NORTH SHAW LANE, AND ON MICHIGAN STATE
 NF1303'UNIVERSITY GROUNDS.
 NF1303
 NF1303                          STATION RECOVERY (1994)
 NF1303
 NF1303'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1303'REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1317 ***********************************************************************
 NF1317  DESIGNATION -  EAST LANSING MICH ST U S STK
 NF1317  PID         -  NF1317
 NF1317  STATE/COUNTY-  MI/INGHAM
 NF1317  USGS QUAD   -  EAST LANSING (1970)
 NF1317
 NF1317                         *CURRENT SURVEY CONTROL
 NF1317  ___________________________________________________________________
 NF1317* NAD 83(1994)-  42 43 36.78258(N)    084 28 59.63388(W)     ADJUSTED  
 NF1317* NAVD 88     -                                                        
 NF1317  ___________________________________________________________________
 NF1317  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NF1317  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF1317
 NF1317  HORZ ORDER  -  THIRD
 NF1317
 NF1317.The horizontal coordinates were established by classical geodetic methods
 NF1317.and adjusted by the National Geodetic Survey in February 1997..
 NF1317
 NF1317
 NF1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1317
 NF1317.The geoid height was determined by GEOID03.
 NF1317
 NF1317;                    North         East     Units Scale Factor Converg.
 NF1317;SPC MI S     -   136,285.489 3,990,454.046   MT  0.99991067   -0 04 45.6
 NF1317;SPC MI S     -   447,130.87 13,092,040.83   iFT  0.99991067   -0 04 45.6
 NF1317;UTM  16      - 4,733,558.031   706,049.236   MT  1.00012236   +1 42 29.7
 NF1317
 NF1317                          SUPERSEDED SURVEY CONTROL
 NF1317
 NF1317  NAD 83(1986)-  42 43 36.78152(N)    084 28 59.65303(W) AD(       ) 4
 NF1317  NAD 27      -  42 43 36.65558(N)    084 28 59.73813(W) AD(       ) 3
 NF1317
 NF1317.Superseded values are not recommended for survey control.
 NF1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1317.See file dsdata.txt to determine how the superseded data were derived.
 NF1317
 NF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0604933558(NAD 83)
 NF1317_MARKER: Z = SEE DESCRIPTION
 NF1317_SETTING: 0 = UNSPECIFIED SETTING
 NF1317_MARK LOGO: NONE  
 NF1317_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1317
 NF1317  HISTORY     - Date     Condition        Report By
 NF1317  HISTORY     - 1976     MONUMENTED       NGS
 NF1317  HISTORY     - 19940913 SEE DESCRIPTION  USPSQD
 NF1317
 NF1317                          STATION DESCRIPTION
 NF1317
 NF1317'DESCRIBED BY US POWER SQUADRON 1994
 NF1317'REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1319 ***********************************************************************
 NF1319  DESIGNATION -  EAST LANSING N MUN TANK
 NF1319  PID         -  NF1319
 NF1319  STATE/COUNTY-  MI/INGHAM
 NF1319  USGS QUAD   -  EAST LANSING (1970)
 NF1319
 NF1319                         *CURRENT SURVEY CONTROL
 NF1319  ___________________________________________________________________
 NF1319* NAD 83(1994)-  42 44 42.40158(N)    084 29 54.11251(W)     ADJUSTED  
 NF1319* NAVD 88     -                                                        
 NF1319  ___________________________________________________________________
 NF1319  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 NF1319  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF1319
 NF1319  HORZ ORDER  -  THIRD
 NF1319
 NF1319.The horizontal coordinates were established by classical geodetic methods
 NF1319.and adjusted by the National Geodetic Survey in February 1997..
 NF1319
 NF1319
 NF1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1319
 NF1319.The geoid height was determined by GEOID03.
 NF1319
 NF1319;                    North         East     Units Scale Factor Converg.
 NF1319;SPC MI S     -   138,311.981 3,989,217.919   MT  0.99990985   -0 05 22.6
 NF1319;SPC MI S     -   453,779.47 13,087,985.30   iFT  0.99990985   -0 05 22.6
 NF1319;UTM  16      - 4,735,545.385   704,750.214   MT  1.00011579   +1 41 54.8
 NF1319
 NF1319                          SUPERSEDED SURVEY CONTROL
 NF1319
 NF1319  NAD 83(1986)-  42 44 42.40042(N)    084 29 54.13163(W) AD(       ) 4
 NF1319  NAD 27      -  42 44 42.27491(N)    084 29 54.21476(W) AD(       ) 3
 NF1319
 NF1319.Superseded values are not recommended for survey control.
 NF1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1319.See file dsdata.txt to determine how the superseded data were derived.
 NF1319
 NF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0475035545(NAD 83)
 NF1319_MARKER: 53 = ELEVATED TANK
 NF1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1319+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 NF1319
 NF1319  HISTORY     - Date     Condition        Report By
 NF1319  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1319  HISTORY     - 20020817 GOOD             GEOCAC
 NF1319
 NF1319                          STATION DESCRIPTION
 NF1319
 NF1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1319'THE STATION IS THE APEX OF VENT ATOP THE EAST LANSING NORTH
 NF1319'MUNICIPAL WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME
 NF1319'SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TRUSS-WORK
 NF1319'LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 NF1319'
 NF1319'LOCATED 0.75 MILE NORTHWEST OF THE CENTER OF EAST LANSING, 0.15 MILE
 NF1319'NORTHWEST OF STATE ROUTE 78, 110 FEET WEST OF THE CENTER LINE OF
 NF1319'PRESCOTT DRIVE.
 NF1319
 NF1319                          STATION RECOVERY (2002)
 NF1319
 NF1319'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1319'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0194 ***********************************************************************
 SG0194  DESIGNATION -  EAST QUINCY QUINCY MINE 2 STK
 SG0194  PID         -  SG0194
 SG0194  STATE/COUNTY-  MI/HOUGHTON
 SG0194  USGS QUAD   -  HANCOCK (1975)
 SG0194
 SG0194                         *CURRENT SURVEY CONTROL
 SG0194  ___________________________________________________________________
 SG0194* NAD 83(1994)-  47 08 07.56604(N)    088 34 24.37976(W)     ADJUSTED  
 SG0194* NAVD 88     -                                                        
 SG0194  ___________________________________________________________________
 SG0194  LAPLACE CORR-         -15.19  (seconds)                    DEFLEC99
 SG0194  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 SG0194
 SG0194  HORZ ORDER  -  THIRD
 SG0194
 SG0194.The horizontal coordinates were established by classical geodetic methods
 SG0194.and adjusted by the National Geodetic Survey in February 1997..
 SG0194
 SG0194
 SG0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0194
 SG0194.The geoid height was determined by GEOID03.
 SG0194
 SG0194;                    North         East     Units Scale Factor Converg.
 SG0194;SPC MI N     -   262,618.956 7,880,639.542   MT  1.00001314   -1 08 14.2
 SG0194;SPC MI N     -   861,610.75 25,855,116.61   iFT  1.00001314   -1 08 14.2
 SG0194;UTM  16      - 5,221,415.677   380,682.116   MT  0.99977497   -1 09 12.3
 SG0194
 SG0194                          SUPERSEDED SURVEY CONTROL
 SG0194
 SG0194  NAD 83(1986)-  47 08 07.56053(N)    088 34 24.35613(W) AD(       ) 4
 SG0194  NAD 27      -  47 08 07.82000(N)    088 34 23.89000(W) AD(       ) 3
 SG0194
 SG0194.Superseded values are not recommended for survey control.
 SG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0194.See file dsdata.txt to determine how the superseded data were derived.
 SG0194
 SG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8068221416(NAD 83)
 SG0194_MARKER: 63 = STACK
 SG0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0194+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 SG0194
 SG0194  HISTORY     - Date     Condition        Report By
 SG0194  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0194  HISTORY     - 1959     GOOD             CGS
 SG0194  HISTORY     - 1981     GOOD             NOS
 SG0194  HISTORY     - 20050310 GOOD             GEOCAC
 SG0194
 SG0194                          STATION DESCRIPTION
 SG0194
 SG0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0194'STATION RECOVERED, HOWEVER, MINE IS NO LONGER IN OPERATION.
 SG0194
 SG0194                          STATION RECOVERY (1981)
 SG0194
 SG0194'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0194'THE STATION WAS RECOVERED AS DESCRIBED.
 SG0194
 SG0194                          STATION RECOVERY (2005)
 SG0194
 SG0194'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0194'THE SITE LOCATION IS NOW PART OF THE KEWEENAW NATIONAL HISTORICAL
 SG0194'PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0720 ***********************************************************************
 NG0720  DESIGNATION -  EAST SAUGATUCK CHURCH STEEPLE
 NG0720  PID         -  NG0720
 NG0720  STATE/COUNTY-  MI/ALLEGAN
 NG0720  USGS QUAD   -  HAMILTON WEST (1981)
 NG0720
 NG0720                         *CURRENT SURVEY CONTROL
 NG0720  ___________________________________________________________________
 NG0720* NAD 83(1994)-  42 41 50.66734(N)    086 05 37.74853(W)     ADJUSTED  
 NG0720* NAVD 88     -                                                        
 NG0720  ___________________________________________________________________
 NG0720  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 NG0720  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NG0720
 NG0720  HORZ ORDER  -  THIRD
 NG0720
 NG0720.The horizontal coordinates were established by classical geodetic methods
 NG0720.and adjusted by the National Geodetic Survey in February 1997..
 NG0720
 NG0720
 NG0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0720
 NG0720.The geoid height was determined by GEOID03.
 NG0720
 NG0720;                    North         East     Units Scale Factor Converg.
 NG0720;SPC MI S     -   134,456.152 3,858,499.561   MT  0.99991221   -1 10 31.4
 NG0720;SPC MI S     -   441,129.11 12,659,119.29   iFT  0.99991221   -1 10 31.4
 NG0720;UTM  16      - 4,727,611.359   574,222.981   MT  0.99966778   +0 36 52.3
 NG0720
 NG0720                          SUPERSEDED SURVEY CONTROL
 NG0720
 NG0720  NAD 83(1986)-  42 41 50.66803(N)    086 05 37.75891(W) AD(       ) 4
 NG0720  NAD 27      -  42 41 50.58000(N)    086 05 37.62000(W) AD(       ) 3
 NG0720
 NG0720.Superseded values are not recommended for survey control.
 NG0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0720.See file dsdata.txt to determine how the superseded data were derived.
 NG0720
 NG0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7422327611(NAD 83)
 NG0720_MARKER: 90 = CHURCH SPIRE
 NG0720
 NG0720  HISTORY     - Date     Condition        Report By
 NG0720  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0720  HISTORY     - 1957     GOOD             CGS
 NG0720  HISTORY     - 1965     GOOD             USLS
 NG0720  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0720
 NG0720                          STATION DESCRIPTION
 NG0720
 NG0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 NG0720'THE STATION IS THE
 NG0720'SPIRE ON THE
 NG0720'CENTER OF THREE TOWERS ON THE W END OF THE CHURCH
 NG0720'N OF EAST SAUGATUCK.
 NG0720
 NG0720                          STATION RECOVERY (1965)
 NG0720
 NG0720'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0720'STATION RECOVERED
 NG0720
 NG0720                          STATION RECOVERY (1988)
 NG0720
 NG0720'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0040 ***********************************************************************
 PK0040  DESIGNATION -  EAST TAWAS
 PK0040  PID         -  PK0040
 PK0040  STATE/COUNTY-  MI/IOSCO
 PK0040  USGS QUAD   -  EAST TAWAS (1989)
 PK0040
 PK0040                         *CURRENT SURVEY CONTROL
 PK0040  ___________________________________________________________________
 PK0040* NAD 83(1986)-  44 16 44.     (N)    083 29 26.     (W)     SCALED    
 PK0040* NAVD 88     -       179.300  (meters)     588.25   (feet)  ADJUSTED  
 PK0040  ___________________________________________________________________
 PK0040  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0040  DYNAMIC HT  -         179.277 (meters)     588.18  (feet)  COMP
 PK0040  MODELED GRAV-     980,485.6   (mgal)                       NAVD 88
 PK0040
 PK0040  VERT ORDER  -  FIRST     CLASS II
 PK0040
 PK0040.The horizontal coordinates were scaled from a topographic map and have
 PK0040.an estimated accuracy of +/- 6 seconds.
 PK0040
 PK0040.The orthometric height was determined by differential leveling
 PK0040.and adjusted by the National Geodetic Survey in June 1991..
 PK0040
 PK0040.The geoid height was determined by GEOID03.
 PK0040
 PK0040.The dynamic height is computed by dividing the NAVD 88
 PK0040.geopotential number by the normal gravity value computed on the
 PK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0040.degrees latitude (g = 980.6199 gals.).
 PK0040
 PK0040.The modeled gravity was interpolated from observed gravity values.
 PK0040
 PK0040;                    North         East    Units  Estimated Accuracy
 PK0040;SPC MI C     -   107,300.    6,069,940.      MT  (+/- 180 meters Scaled)
 PK0040
 PK0040                          SUPERSEDED SURVEY CONTROL
 PK0040
 PK0040  NGVD 29 (??/??/92)  179.518  (m)          588.97   (f) ADJ UNCH    1 2
 PK0040
 PK0040.Superseded values are not recommended for survey control.
 PK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0040.See file dsdata.txt to determine how the superseded data were derived.
 PK0040
 PK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK012058(NAD 83)
 PK0040_MARKER: DB = BENCH MARK DISK
 PK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0040_STAMPING: EAST TAWAS 1934
 PK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0040+STABILITY: SURFACE MOTION
 PK0040
 PK0040  HISTORY     - Date     Condition        Report By
 PK0040  HISTORY     - 1934     MONUMENTED       CGS
 PK0040  HISTORY     - 1942     GOOD             NGS
 PK0040  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0040
 PK0040                          STATION DESCRIPTION
 PK0040
 PK0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PK0040'AT EAST TAWAS.
 PK0040'AT EAST TAWAS, IOSCO COUNTY, ON THE DETROIT AND MACKINAC RAILWAY,
 PK0040'150 YARDS SOUTHWEST OF A RAILWAY WATER TANK, 75 YARDS NORTH OF
 PK0040'THE CITY WATER TANK, 50 YARDS SOUTH OF THE SOUTHEAST CORNER
 PK0040'OF THE HOLLAND HOTEL, 36 YARDS SOUTH OF THE SOUTH RAIL AT THE
 PK0040'CENTER OF THE CROSSING OF NEWMAN STREET, 18 YARDS SOUTH OF THE
 PK0040'CENTERLINE OF U.S. HIGHWAY 23, 1-1/2 YARDS EAST OF THE CENTERLINE
 PK0040'OF A CONCRETE SIDEWALK, AND 1 INCH HIGHER THAN THE SIDEWALK.
 PK0040'A STANDARD DISK, STAMPED EAST TAWAS 1934 AND SET IN THE TOP
 PK0040'OF A CONCRETE POST.
 PK0040
 PK0040                          STATION RECOVERY (1983)
 PK0040
 PK0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0040'NOT RECOVERED, PROBABLY DESTROYED WHEN NUEMAN STREET WAS WIDENED, NO
 PK0040'RESET DATA AVAILABLE TO THIS PARTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1117 ***********************************************************************
 NE1117  DESIGNATION -  EASTLAND
 NE1117  PID         -  NE1117
 NE1117  STATE/COUNTY-  MI/WAYNE
 NE1117  USGS QUAD   -  GROSSE POINTE (1983)
 NE1117
 NE1117                         *CURRENT SURVEY CONTROL
 NE1117  ___________________________________________________________________
 NE1117* NAD 83(1994)-  42 26 53.08291(N)    082 56 05.66280(W)     ADJUSTED  
 NE1117* NAVD 88     -       214.2    (meters)     703.     (feet)  VERTCON   
 NE1117  ___________________________________________________________________
 NE1117  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 NE1117  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE1117
 NE1117  HORZ ORDER  -  FIRST
 NE1117
 NE1117.The horizontal coordinates were established by classical geodetic methods
 NE1117.and adjusted by the National Geodetic Survey in February 1997..
 NE1117
 NE1117.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1117
 NE1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1117
 NE1117.The geoid height was determined by GEOID03.
 NE1117
 NE1117;                    North         East     Units Scale Factor Converg.
 NE1117;SPC MI S     -   106,311.730 4,117,773.365   MT  0.99993578   +0 58 27.7
 NE1117;SPC MI S     -   348,791.77 13,509,755.13   iFT  0.99993578   +0 58 27.7
 NE1117;UTM  17      - 4,701,341.532   340,882.015   MT  0.99991152   -1 18 22.3
 NE1117
 NE1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1117!SPC MI S     -   0.99997183  x   0.99993578  =   0.99990761
 NE1117!UTM  17      -   0.99997183  x   0.99991152  =   0.99988335
 NE1117
 NE1117:                Primary Azimuth Mark                     Grid Az
 NE1117:SPC MI S     -  NORTHEAST WATER DCS 1960                 265 32 22.0
 NE1117:UTM  17      -  NORTHEAST WATER DCS 1960                 267 49 12.0
 NE1117
 NE1117|---------------------------------------------------------------------|
 NE1117| PID    Reference Object                     Distance      Geod. Az  |
 NE1117|                                                           dddmmss.s |
 NE1117| NE1318 NORTHEAST WATER DCS 1960            APPROX. 6.5 KM 2663049.7 |
 NE1117|---------------------------------------------------------------------|
 NE1117
 NE1117                          SUPERSEDED SURVEY CONTROL
 NE1117
 NE1117  NAD 83(1986)-  42 26 53.08950(N)    082 56 05.69700(W) AD(       ) 1
 NE1117  NAD 27      -  42 26 52.95518(N)    082 56 05.98769(W) AD(       ) 1
 NE1117  NGVD 29 (07/19/86)  214.3    (m)          703.     (f) VERT ANG       
 NE1117
 NE1117.Superseded values are not recommended for survey control.
 NE1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1117.See file dsdata.txt to determine how the superseded data were derived.
 NE1117
 NE1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4088201342(NAD 83)
 NE1117
 NE1117  HISTORY     - Date     Condition        Report By
 NE1117  HISTORY     - 1964     MONUMENTED       MI1260
 NE1117  HISTORY     - 1964     SEE DESCRIPTION  MI1260
 NE1117  HISTORY     - 1981     MARK NOT FOUND   MIDH
 NE1117
 NE1117                          STATION DESCRIPTION
 NE1117
 NE1117'DESCRIBED BY CITY OF DETROIT MICHIGAN 1964 (VBM)
 NE1117'LOCATED IN THE NORTHEAST SECTION OF DETROIT, BETWEEN KELLY AND
 NE1117'BEACONSFIELD STREETS,
 NE1117'JUST SOUTH OF 8 MILE ROAD.  IT IS ON THE NORTHWEST CORNER OF THE J.L.
 NE1117'HUDSON EASTLAND SHOPPING CENTER
 NE1117'BUILDING.  IT IS A STANDARD CITY OF DETROIT CITY CONTROL
 NE1117'STATION DISK SET IN THE GRAVELED ROOF OF
 NE1117'THE HIGHEST POINT OF THE BUILDING.  IT IS 8.85
 NE1117'FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE BUILDING,
 NE1117'5.70 FEET SOUTH OF THE INSIDE
 NE1117'COPING OF THE NORTH EDGE, AND 5.89 FEET EAST OF THE INSIDE COPING OF
 NE1117'THE WEST EDGE OF THE ROOF.
 NE1117'
 NE1117'NOTE- THE DISK IS NOT STAMPED AT THIS TIME.
 NE1117'
 NE1117'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 NE1117
 NE1117                          STATION RECOVERY (1981)
 NE1117
 NE1117'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NE1117'THIS STATION MARK COULD NOT BE FOUND , HOWEVER UPON MEASURING THE
 NE1117'DESCRIBED DISTANCES FROM THE EDGE OF THE ROOF COPING A PK NAIL WAS
 NE1117'FOUND SET IN THE ROOF GRAVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1174 ***********************************************************************
 RJ1174  DESIGNATION -  EASY
 RJ1174  PID         -  RJ1174
 RJ1174  STATE/COUNTY-  MI/CHIPPEWA
 RJ1174  USGS QUAD   -  HULBERT (1975)
 RJ1174
 RJ1174                         *CURRENT SURVEY CONTROL
 RJ1174  ___________________________________________________________________
 RJ1174* NAD 83(1994)-  46 19 56.86613(N)    085 08 42.64451(W)     ADJUSTED  
 RJ1174* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 RJ1174  ___________________________________________________________________
 RJ1174  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 RJ1174  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 RJ1174
 RJ1174  HORZ ORDER  -  SECOND
 RJ1174
 RJ1174.The horizontal coordinates were established by classical geodetic methods
 RJ1174.and adjusted by the National Geodetic Survey in February 1997..
 RJ1174
 RJ1174.The orthometric height was scaled from a topographic map.
 RJ1174
 RJ1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1174
 RJ1174.The geoid height was determined by GEOID03.
 RJ1174
 RJ1174;                    North         East     Units Scale Factor Converg.
 RJ1174;SPC MI N     -   173,847.234 8,142,790.721   MT  0.99990317   +1 20 26.3
 RJ1174;SPC MI N     -   570,364.94 26,715,192.65   iFT  0.99990317   +1 20 26.3
 RJ1174;UTM  16      - 5,132,659.261   642,759.328   MT  0.99985053   +1 20 30.9
 RJ1174
 RJ1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1174!SPC MI N     -   0.99996432  x   0.99990317  =   0.99986749
 RJ1174!UTM  16      -   0.99996432  x   0.99985053  =   0.99981485
 RJ1174
 RJ1174:                Primary Azimuth Mark                     Grid Az
 RJ1174:SPC MI N     -  EASY AZ MK                               006 50 42.1
 RJ1174:UTM  16      -  EASY AZ MK                               006 50 37.5
 RJ1174
 RJ1174|---------------------------------------------------------------------|
 RJ1174| PID    Reference Object                     Distance      Geod. Az  |
 RJ1174|                                                           dddmmss.s |
 RJ1174| CH1089 EASY AZ MK                                         0081108.4 |
 RJ1174| CH1090 EASY RM 1                            30.657 METERS 03933     |
 RJ1174| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX.11.0 KM 1061725.2 |
 RJ1174| CH1091 EASY RM 2                            30.514 METERS 32913     |
 RJ1174|---------------------------------------------------------------------|
 RJ1174
 RJ1174                          SUPERSEDED SURVEY CONTROL
 RJ1174
 RJ1174  NAD 83(1986)-  46 19 56.85959(N)    085 08 42.64193(W) AD(       ) 2
 RJ1174  NAD 27      -  46 19 56.82472(N)    085 08 42.33154(W) AD(       ) 2
 RJ1174
 RJ1174.Superseded values are not recommended for survey control.
 RJ1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1174.See file dsdata.txt to determine how the superseded data were derived.
 RJ1174
 RJ1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4275932659(NAD 83)
 RJ1174_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1174_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1174
 RJ1174  HISTORY     - Date     Condition        Report By
 RJ1174  HISTORY     - 1965     MONUMENTED       CGS
 RJ1174
 RJ1174                          STATION DESCRIPTION
 RJ1174
 RJ1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1174'STATION IS ABOUT 1-1/4 MILES SOUTH OF HULBERT, 6 MILES WEST-SOUTHWEST
 RJ1174'OF ECKERMAN, IN
 RJ1174'THE NORTHWEST ANGLE OF A CROSSROAD KNOWN AS
 RJ1174'HULBERT CORNERS AND ON STATE
 RJ1174'PROPERTY.
 RJ1174'
 RJ1174'TO REACH FROM THE TAHQUAMENON METHODIST LOG CHAPEL IN THE SMALL
 RJ1174'VILLAGE OF
 RJ1174'HULBERT, GO SOUTH AND EAST ON A PAVED ROAD FOR 0.4 MILE TO
 RJ1174'A T-ROAD.  TURN RIGHT AND GO
 RJ1174'SOUTH ON A PAVED ROAD FOR 1.0 MILE TO THE
 RJ1174'AZIMUTH MARK ON THE LEFT AT THE WEST EDGE OF AN
 RJ1174'APPLE ORCHARD.  CONTINUE
 RJ1174'SOUTH ON THE PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT.
 RJ1174'
 RJ1174'STATION MARKS ARE STANDARD DISKS STAMPED EASY 1965.  THE SURFACE
 RJ1174'DISK IS SET IN A
 RJ1174'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 RJ1174'SURFACE OF THE GROUND.  IT IS 5
 RJ1174'FEET NORTH OF A METAL WITNESS POST, 16
 RJ1174'FEET NORTHEAST OF A 16 INCH BEECH TREE, 90 FEET
 RJ1174'WEST OF THE CENTERLINE
 RJ1174'OF A PAVED ROAD, 172 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 RJ1174'28 AND 186 FEET
 RJ1174'NORTHWEST OF THE CENTER OF THE CROSSROAD.  THE UNDERGROUND
 RJ1174'DISK IS SET IN AN IRREGULAR
 RJ1174'MASS OF CONCRETE 48 INCHES BELOW THE SURFACE
 RJ1174'OF THE GROUND.
 RJ1174'
 RJ1174'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED EASY NO 1 1965, IS
 RJ1174'SET IN A ROUND
 RJ1174'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 RJ1174'THE GROUND.  IT IS 7 FEET SOUTH
 RJ1174'OF A LARGE SIGNBOARD, 27 FEET WEST OF
 RJ1174'THE CENTERLINE OF THE PAVED ROAD AND 56 FEET WEST
 RJ1174'OF A POWER POLE.
 RJ1174'
 RJ1174'REFERENCE MARK
 RJ1174'NO. 2, A STANDARD DISK STAMPED EASY NO 2 1965, IS
 RJ1174'SET IN A ROUND CONCRETE MONUMENT
 RJ1174'WHICH IS FLUSH WITH THE SURFACE OF
 RJ1174'THE GROUND.  IT IS 5 FEET EAST OF A METAL WITNESS
 RJ1174'POST, 16 FEET SOUTH
 RJ1174'OF A HAND WATER PUMP AND 24 FEET SOUTH OF A 15 INCH MAPLE TREE.
 RJ1174'
 RJ1174'AZIMUTH MARK, A STANDARD DISK STAMPED EASY 1965, IS SET IN A ROUND
 RJ1174'CONCRETE MONUMENT
 RJ1174'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 RJ1174'38 FEET EAST OF A METAL WITNESS
 RJ1174'POST, 54 FEET SOUTHEAST OF A POWER
 RJ1174'POLE AND 65 FEET EAST OF THE CENTERLINE OF A PAVED
 RJ1174'ROAD.
 RJ1174'
 RJ1174'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1513 ***********************************************************************
 NF1513  DESIGNATION -  EATON RAPIDS HORNER MILLS STK
 NF1513  PID         -  NF1513
 NF1513  STATE/COUNTY-  MI/EATON
 NF1513  USGS QUAD   -  EATON RAPIDS (1973)
 NF1513
 NF1513                         *CURRENT SURVEY CONTROL
 NF1513  ___________________________________________________________________
 NF1513* NAD 83(1994)-  42 30 53.35473(N)    084 39 18.20631(W)     ADJUSTED  
 NF1513* NAVD 88     -                                                        
 NF1513  ___________________________________________________________________
 NF1513  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NF1513  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NF1513
 NF1513  HORZ ORDER  -  THIRD
 NF1513
 NF1513.The horizontal coordinates were established by classical geodetic methods
 NF1513.and adjusted by the National Geodetic Survey in February 1997..
 NF1513
 NF1513
 NF1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1513
 NF1513.The geoid height was determined by GEOID03.
 NF1513
 NF1513;                    North         East     Units Scale Factor Converg.
 NF1513;SPC MI S     -   112,764.274 3,976,301.935   MT  0.99992763   -0 11 46.5
 NF1513;SPC MI S     -   369,961.53 13,045,610.02   iFT  0.99992763   -0 11 46.5
 NF1513;UTM  16      - 4,709,603.444   692,634.115   MT  1.00005657   +1 35 06.6
 NF1513
 NF1513                          SUPERSEDED SURVEY CONTROL
 NF1513
 NF1513  NAD 83(1986)-  42 30 53.35388(N)    084 39 18.22461(W) AD(       ) 4
 NF1513  NAD 27      -  42 30 53.21987(N)    084 39 18.29076(W) AD(       ) 3
 NF1513
 NF1513.Superseded values are not recommended for survey control.
 NF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1513.See file dsdata.txt to determine how the superseded data were derived.
 NF1513
 NF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9263409603(NAD 83)
 NF1513_MARKER: 63 = STACK
 NF1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1513+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 NF1513
 NF1513  HISTORY     - Date     Condition        Report By
 NF1513  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1513  HISTORY     - 19961103 GOOD             USPSQD
 NF1513  HISTORY     - 20020913 GOOD             GEOCAC
 NF1513  HISTORY     - 20040806 GOOD             USPSQD
 NF1513  HISTORY     - 20050814 POOR             USPSQD
 NF1513
 NF1513                          STATION DESCRIPTION
 NF1513
 NF1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1513'THE STATION IS THE TOP CENTER OF THE EATON RAPIDS HORNER WOOLEN
 NF1513'MILLS STACK.  THE STACK IS GRAY CEMENT IN COLOR AND APPROXIMATELY
 NF1513'120 FEET HIGH.
 NF1513'
 NF1513'LOCATED 0.1 MILE NORTH OF THE CENTER OF EATON RAPIDS, 0.05 MILE EAST
 NF1513'OF STATE HIGHWAY 99, AND AT THE PLANT COMPLEX.
 NF1513
 NF1513                          STATION RECOVERY (1996)
 NF1513
 NF1513'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1513'RECOVERED IN GOOD CONDITION.
 NF1513
 NF1513                          STATION RECOVERY (2002)
 NF1513
 NF1513'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1513'RECOVERED IN GOOD CONDITION.
 NF1513
 NF1513                          STATION RECOVERY (2004)
 NF1513
 NF1513'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1513' 
 NF1513' 
 NF1513
 NF1513                          STATION RECOVERY (2005)
 NF1513
 NF1513'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1513'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1512 ***********************************************************************
 NF1512  DESIGNATION -  EATON RAPIDS MUN TANK
 NF1512  PID         -  NF1512
 NF1512  STATE/COUNTY-  MI/EATON
 NF1512  USGS QUAD   -  EATON RAPIDS (1973)
 NF1512
 NF1512                         *CURRENT SURVEY CONTROL
 NF1512  ___________________________________________________________________
 NF1512* NAD 83(1994)-  42 30 05.24202(N)    084 39 37.64803(W)     ADJUSTED  
 NF1512* NAVD 88     -                                                        
 NF1512  ___________________________________________________________________
 NF1512  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 NF1512  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NF1512
 NF1512  HORZ ORDER  -  THIRD
 NF1512
 NF1512.The horizontal coordinates were established by classical geodetic methods
 NF1512.and adjusted by the National Geodetic Survey in February 1997..
 NF1512
 NF1512
 NF1512.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1512
 NF1512.The geoid height was determined by GEOID03.
 NF1512
 NF1512;                    North         East     Units Scale Factor Converg.
 NF1512;SPC MI S     -   111,281.337 3,975,852.980   MT  0.99992916   -0 11 59.8
 NF1512;SPC MI S     -   365,096.25 13,044,137.07   iFT  0.99992916   -0 11 59.8
 NF1512;UTM  16      - 4,708,107.078   692,231.421   MT  1.00005467   +1 34 52.0
 NF1512
 NF1512                          SUPERSEDED SURVEY CONTROL
 NF1512
 NF1512  NAD 83(1986)-  42 30 05.24161(N)    084 39 37.66660(W) AD(       ) 4
 NF1512  NAD 27      -  42 30 05.10791(N)    084 39 37.73209(W) AD(       ) 3
 NF1512
 NF1512.Superseded values are not recommended for survey control.
 NF1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1512.See file dsdata.txt to determine how the superseded data were derived.
 NF1512
 NF1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9223108107(NAD 83)
 NF1512_MARKER: 53 = ELEVATED TANK
 NF1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1512+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2006
 NF1512
 NF1512  HISTORY     - Date     Condition        Report By
 NF1512  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1512  HISTORY     - 19961103 GOOD             USPSQD
 NF1512  HISTORY     - 20040806 GOOD             USPSQD
 NF1512  HISTORY     - 20050814 GOOD             USPSQD
 NF1512  HISTORY     - 20060317 GOOD             GEOCAC
 NF1512
 NF1512                          STATION DESCRIPTION
 NF1512
 NF1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1512'THE STATION IS THE APEX OF VENT OF THE EATON RAPIDS MUNICIPAL
 NF1512'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME SHAPED
 NF1512'TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TUBULAR LEGS.  IT IS
 NF1512'SILVER IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1512'
 NF1512'LOCATED 0.5 MILE SOUTH-SOUTHWEST OF THE CENTER OF EATON RAPIDS, 98
 NF1512'FEET WEST OF THE CENTER LINE OF WEST STREET.
 NF1512
 NF1512                          STATION RECOVERY (1996)
 NF1512
 NF1512'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1512'RECOVERED IN GOOD CONDITION.
 NF1512
 NF1512                          STATION RECOVERY (2004)
 NF1512
 NF1512'RECOVERY NOTE BY US POWER SQUADRON 2004 (WDW)
 NF1512'TANK LOCATED ON NORTH CORNER OF ROSEHILL MUNICIPIAL CEMETARY.
 NF1512' 
 NF1512
 NF1512                          STATION RECOVERY (2005)
 NF1512
 NF1512'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1512'RECOVERED IN GOOD CONDITION.
 NF1512
 NF1512                          STATION RECOVERY (2006)
 NF1512
 NF1512'RECOVERY NOTE BY GEOCACHING 2006 (CAZ)
 NF1512'ACCESS TO THE WATER TOWER IS THROUGH THE ROSEHILL CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0318 ***********************************************************************
 PK0318  DESIGNATION -  EB 3 USE
 PK0318  PID         -  PK0318
 PK0318  STATE/COUNTY-  MI/ARENAC
 PK0318  USGS QUAD   -  AU GRES (1976)
 PK0318
 PK0318                         *CURRENT SURVEY CONTROL
 PK0318  ___________________________________________________________________
 PK0318* NAD 83(1994)-  44 01 23.83067(N)    083 40 20.67219(W)     ADJUSTED  
 PK0318* NAVD 88     -       175.     (meters)     574.     (feet)  VERTCON   
 PK0318  ___________________________________________________________________
 PK0318  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 PK0318  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0318
 PK0318  HORZ ORDER  -  SECOND
 PK0318
 PK0318.The horizontal coordinates were established by classical geodetic methods
 PK0318.and adjusted by the National Geodetic Survey in February 1997..
 PK0318
 PK0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0318
 PK0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0318
 PK0318.The geoid height was determined by GEOID03.
 PK0318
 PK0318;                    North         East     Units Scale Factor Converg.
 PK0318;SPC MI C     -    78,760.586 6,055,663.562   MT  1.00004052   +0 29 25.5
 PK0318;SPC MI C     -   258,400.87 19,867,662.60   iFT  1.00004052   +0 29 25.5
 PK0318;UTM  17      - 4,877,931.671   285,823.045   MT  1.00016421   -1 51 28.4
 PK0318
 PK0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0318!SPC MI C     -   0.99997808  x   1.00004052  =   1.00001860
 PK0318!UTM  17      -   0.99997808  x   1.00016421  =   1.00014228
 PK0318
 PK0318:                Primary Azimuth Mark                     Grid Az
 PK0318:SPC MI C     -  GRAVELLY SHOAL LIGHT                     091 29 23.4
 PK0318:UTM  17      -  GRAVELLY SHOAL LIGHT                     093 50 17.3
 PK0318
 PK0318|---------------------------------------------------------------------|
 PK0318| PID    Reference Object                     Distance      Geod. Az  |
 PK0318|                                                           dddmmss.s |
 PK0318| PK0316 GRAVELLY SHOAL LIGHT                APPROX.10.8 KM 0915848.9 |
 PK0318| PK0319 AU GRES MUNICIPAL TANK              APPROX. 3.2 KM 3373300.0 |
 PK0318|---------------------------------------------------------------------|
 PK0318
 PK0318                          SUPERSEDED SURVEY CONTROL
 PK0318
 PK0318  NAD 83(1986)-  44 01 23.81911(N)    083 40 20.68840(W) AD(       ) 2
 PK0318  NAD 27      -  44 01 23.74979(N)    083 40 20.74429(W) AD(       ) 2
 PK0318  NGVD 29 (07/19/86)  175.     (m)          574.     (f) VERT ANG       
 PK0318
 PK0318.Superseded values are not recommended for survey control.
 PK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0318.See file dsdata.txt to determine how the superseded data were derived.
 PK0318
 PK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8582377932(NAD 83)
 PK0318_MARKER: DD = SURVEY DISK
 PK0318_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PK0318+WITH SETTING: PAVEMENT
 PK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0318+STABILITY: SURFACE MOTION
 PK0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0318+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 PK0318
 PK0318  HISTORY     - Date     Condition        Report By
 PK0318  HISTORY     - 1981     MONUMENTED       DOD
 PK0318  HISTORY     - 20011011 GOOD             USPSQD
 PK0318
 PK0318                          STATION DESCRIPTION
 PK0318
 PK0318'DESCRIBED BY US DEPARTMENT OF DEFENSE 1981 (DCF)
 PK0318'THE STATION IS LOCATED ABOUT 29.0 KM (18 MI) SOUTH-SOUTHWEST
 PK0318'OF TAWAS CITY, 22.5 KM (14 MI) EAST-NORTHEAST OF STANDISH,
 PK0318'2.8 KM (1-3/4 MI) SOUTHEAST OF AU GRES, AND IN THE
 PK0318'NW1/4,S30,T19N,R7E OF SIMS TOWNSHIP.
 PK0318'OWNERSHIP--DEPARTMENT OF THE ARMY, DETROIT DISTRICT,
 PK0318'CORPS OF ENGINEERS, BOX 1027,DETROIT MI 48231, PERMISSION
 PK0318'BY MR. CARL LAMPHERE, CHIEF OF SURVEY SECTION,
 PK0318'TELEPHONE NUMBER 313-226-6817.
 PK0318'
 PK0318'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 PK0318'AND MAIN STREET IN AU GRES, GO SOUTH ON MAIN STREET FOR
 PK0318'1.7 KM (1.05 MI) TO WHERE THE MAIN ROAD BEARS LEFT AND
 PK0318'A GRAVEL ROAD STRAIGHT AHEAD.  BEAR LEFT AND GO SOUTHEASTERLY
 PK0318'ON THE MAIN ROAD FOR 1.8 KM (1.1 MI) TO THE ENTRANCE TO A
 PK0318'PUBLIC BOAT RAMP.  CONTINUE SOUTHEASTERLY THROUGH THE
 PK0318'PARKING AREA FOR 0.5 KM (0.3 MI) TO THE SOUTHEAST END OF THE
 PK0318'PARKING AREA, TWO OUTDOOR TOILETS ON THE RIGHT, AND THE
 PK0318'STATION BEYOND.
 PK0318'
 PK0318'THE STATION IS A STANDARD USE SURVEY DISK
 PK0318'STAMPED---AUG.E.B.WALL-3 75 BCFO---,
 PK0318'SET INTO A CONCRETE SLAB OF A WALKWAY ATOP A BREAKWATER WALL.
 PK0318'IT IS LOCATED
 PK0318'70.4 METERS (231.0 FT) EAST-SOUTHEAST FROM THE WEST-NORTHWEST END
 PK0318'OF THE BREAKWATER WALL,
 PK0318'0.63 METER (2.1 FT) NORTHEAST FROM A BLUE PAINTED HAND RAILING,
 PK0318'AND
 PK0318'0.57 METER (1.9 FT) NORTH FROM A BLUE PAINTED HAND RAILING.
 PK0318'
 PK0318'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PK0318'
 PK0318'DESCRIBED BY R.L. ZURFLUH.
 PK0318
 PK0318                          STATION RECOVERY (2001)
 PK0318
 PK0318'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0668 ***********************************************************************
 RK0668  DESIGNATION -  EBEN
 RK0668  PID         -  RK0668
 RK0668  STATE/COUNTY-  MI/ALGER
 RK0668  USGS QUAD   -  CHATHAM (1985)
 RK0668
 RK0668                         *CURRENT SURVEY CONTROL
 RK0668  ___________________________________________________________________
 RK0668* NAD 83(1994)-  46 20 48.16019(N)    086 58 26.67756(W)     ADJUSTED  
 RK0668* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 RK0668  ___________________________________________________________________
 RK0668  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 RK0668  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RK0668
 RK0668  HORZ ORDER  -  THIRD
 RK0668
 RK0668.The horizontal coordinates were established by classical geodetic methods
 RK0668.and adjusted by the National Geodetic Survey in February 1997..
 RK0668
 RK0668.The orthometric height was scaled from a topographic map.
 RK0668
 RK0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0668
 RK0668.The geoid height was determined by GEOID03.
 RK0668
 RK0668;                    North         East     Units Scale Factor Converg.
 RK0668;SPC MI N     -   173,760.591 8,001,995.301   MT  0.99990341   +0 01 07.5
 RK0668;SPC MI N     -   570,080.68 26,253,265.42   iFT  0.99990341   +0 01 07.5
 RK0668;UTM  16      - 5,132,570.980   501,994.696   MT  0.99960005   +0 01 07.5
 RK0668
 RK0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0668!SPC MI N     -   0.99995624  x   0.99990341  =   0.99985966
 RK0668!UTM  16      -   0.99995624  x   0.99960005  =   0.99955631
 RK0668
 RK0668:                Primary Azimuth Mark                     Grid Az
 RK0668:SPC MI N     -  EBEN AZ MK                               068 25 06.7
 RK0668:UTM  16      -  EBEN AZ MK                               068 25 06.7
 RK0668
 RK0668|---------------------------------------------------------------------|
 RK0668| PID    Reference Object                     Distance      Geod. Az  |
 RK0668|                                                           dddmmss.s |
 RK0668| CH1092 EBEN AZ MK                                         0682614.2 |
 RK0668| RK0661 TRENARY                             APPROX.17.5 KM 1710358.1 |
 RK0668| RK0669 TT 15 T USGS 1955                    47.594 METERS 20253     |
 RK0668| CH1093 EBEN RM 1                            20.333 METERS 28025     |
 RK0668|---------------------------------------------------------------------|
 RK0668
 RK0668                          SUPERSEDED SURVEY CONTROL
 RK0668
 RK0668  NAD 83(1986)-  46 20 48.15508(N)    086 58 26.67378(W) AD(       ) 3
 RK0668  NAD 27      -  46 20 48.35500(N)    086 58 26.13400(W) AD(       ) 3
 RK0668
 RK0668.Superseded values are not recommended for survey control.
 RK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0668.See file dsdata.txt to determine how the superseded data were derived.
 RK0668
 RK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0199532571(NAD 83)
 RK0668_MARKER: DS = TRIANGULATION STATION DISK
 RK0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0668
 RK0668  HISTORY     - Date     Condition        Report By
 RK0668  HISTORY     - 1955     MONUMENTED       CGS
 RK0668
 RK0668                          STATION DESCRIPTION
 RK0668
 RK0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0668'STATION IS LOCATED ABOUT 0.6 MILE SOUTH OF EBEN, ABOUT 0.15 MILE
 RK0668'WEST OF A NORTH AND SOUTH ROAD, ABOUT 0.1 MILE WEST OF THE HOME OF
 RK0668'MR. WILJO HAUTAMAKI AND ON A NARROW NORTH AND SOUTH TIMBERED RIDGE.
 RK0668'IT IS IN THE NORTHEAST CORNER OF SECTION 31, T.46 N., R.21 W., AND
 RK0668'ON LAND OWNED BY MR. WILJO HAUTAMAKI WHO LIVES JUST EAST OF THE
 RK0668'STATION.
 RK0668'
 RK0668'TO REACH THE STATION FROM EBEN, GO SOUTH ON STATE HIGHWAY 94 FOR
 RK0668'0.5 MILE TO WHERE HIGHWAY 94 TURNS LEFT AND THE AZIMUTH MARK ON THE
 RK0668'RIGHT.  CONTINUE SOUTH ON BLACKTOP ROAD FOR 0.05 MILE TO DRIVEWAY
 RK0668'ON THE RIGHT, TURN RIGHT AND GO WEST FOR 0.05 MILE TO THE HOME OF
 RK0668'MR. HAUTAMAKI, FROM HERE GO WEST ON TRACK ROAD FOR 0.1 MILE TO
 RK0668'THE TOP OF THE TIMBERED RIDGE, TURN RIGHT AND GO NORTH FOR
 RK0668'APPROXIMATELY 150 FEET AND THEN GO EAST FOR APPROXIMATELY 50 FEET
 RK0668'TO THE STATION.
 RK0668'
 RK0668'THE STATION MARK, A STANDARD DISK, STAMPED EBEN 1955, IS SET IN THE
 RK0668'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 50 FEET
 RK0668'EAST OF THE CENTER OF A TRACK ROAD, 9 FEET WEST OF A MAPLE TREE
 RK0668'WITH A TRIANGLE BLAZE ON THE WEST SIDE AND 2 FEET WEST OF A WHITE
 RK0668'WITNESS POST.
 RK0668'
 RK0668'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED EBEN NO 1 1955, IS SET
 RK0668'IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 25
 RK0668'FEET WEST OF THE CENTER OF A TRACK ROAD, 8 FEET EAST OF A NARROW
 RK0668'SHOULDER OF A RIDGE AND IS 4 FEET LOWER THAN THE STATION.
 RK0668'
 RK0668'USGS BENCH MARK, A STANDARD DISK, STAMPED TT 15T 1954, IS SET IN THE
 RK0668'TOP OF A 6 INCH CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 15
 RK0668'FEET NORTH OF THE CENTER OF A TRACK ROAD, 15 FEET EAST OF A SMALL
 RK0668'CUT IN RIDGE, 11 FEET WEST OF A TREE WITH B.M. PAINTED ON THE SOUTH
 RK0668'SIDE AND IS APPROXIMATELY 12 FEET LOWER THAN THE STATION.
 RK0668'
 RK0668'AZIMUTH MARK, A STANDARD DISK, STAMPED EBEN 1955, IS SET IN THE TOP
 RK0668'OF A CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 42 FEET WEST
 RK0668'OF THE CENTER OF A BLACKTOP ROAD WHERE STATE HIGHWAY 94 TURNS EAST,
 RK0668'14 FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, 3 FEET SOUTH OF A
 RK0668'FENCE CORNER AND 2 FEET WEST OF A WHITE WITNESS POST.
 RK0668'
 RK0668'HEIGHT OF LIGHT ABOVE STATION 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0522 ***********************************************************************
 RL0522  DESIGNATION -  ECHO
 RL0522  PID         -  RL0522
 RL0522  STATE/COUNTY-  MI/HOUGHTON
 RL0522  USGS QUAD   -  
 RL0522
 RL0522                         *CURRENT SURVEY CONTROL
 RL0522  ___________________________________________________________________
 RL0522* NAD 83(1994)-  46 36 30.46721(N)    088 52 06.55175(W)     ADJUSTED  
 RL0522* NAVD 88     -       433.314  (meters)    1421.63   (feet)  ADJUSTED  
 RL0522  ___________________________________________________________________
 RL0522  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 RL0522  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 RL0522  DYNAMIC HT  -         433.328 (meters)    1421.68  (feet)  COMP
 RL0522  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RL0522
 RL0522  HORZ ORDER  -  FIRST
 RL0522  VERT ORDER  -  FIRST     CLASS II
 RL0522
 RL0522.The horizontal coordinates were established by classical geodetic methods
 RL0522.and adjusted by the National Geodetic Survey in February 1997..
 RL0522
 RL0522.The orthometric height was determined by differential leveling
 RL0522.and adjusted by the National Geodetic Survey in June 1991..
 RL0522
 RL0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0522
 RL0522.The geoid height was determined by GEOID03.
 RL0522
 RL0522.The dynamic height is computed by dividing the NAVD 88
 RL0522.geopotential number by the normal gravity value computed on the
 RL0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0522.degrees latitude (g = 980.6199 gals.).
 RL0522
 RL0522.The modeled gravity was interpolated from observed gravity values.
 RL0522
 RL0522;                    North         East     Units Scale Factor Converg.
 RL0522;SPC MI N     -   204,540.961 7,856,880.480   MT  0.99991872   -1 21 01.9
 RL0522;SPC MI N     -   671,066.15 25,777,166.93   iFT  0.99991872   -1 21 01.9
 RL0522;UTM  16      - 5,163,351.234   356,914.239   MT  0.99985166   -1 21 28.9
 RL0522
 RL0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0522!SPC MI N     -   0.99993719  x   0.99991872  =   0.99985592
 RL0522!UTM  16      -   0.99993719  x   0.99985166  =   0.99978886
 RL0522
 RL0522:                Primary Azimuth Mark                     Grid Az
 RL0522:SPC MI N     -  COVINGTON LOOKOUT TOWER                  105 02 09.1
 RL0522:UTM  16      -  COVINGTON LOOKOUT TOWER                  105 02 36.1
 RL0522
 RL0522|---------------------------------------------------------------------|
 RL0522| PID    Reference Object                     Distance      Geod. Az  |
 RL0522|                                                           dddmmss.s |
 RL0522| RL1585 COVINGTON LOOKOUT TOWER             APPROX.26.2 KM 1034107.2 |
 RL0522| RL1594 CONNORS LOOKOUT TOWER               APPROX. 6.8 KM 1853535.4 |
 RL0522| RL1582 TROUT CREEK LOOKOUT TOWER USGS      APPROX.21.0 KM 2064413.7 |
 RL0522| RL0521 ECHO AZ MK                                         2145216.0 |
 RL0522| RL0523 ECHO RM 1                            24.932 METERS 25449     |
 RL0522| RL0524 ECHO RM 2                            28.153 METERS 32615     |
 RL0522|---------------------------------------------------------------------|
 RL0522
 RL0522                          SUPERSEDED SURVEY CONTROL
 RL0522
 RL0522  NAD 83(1986)-  46 36 30.46254(N)    088 52 06.54348(W) AD(       ) 1
 RL0522  NAD 27      -  46 36 30.67400(N)    088 52 06.05100(W) AD(       ) 1
 RL0522  NGVD 29 (??/??/92)  433.309  (m)         1421.61   (f) ADJ UNCH    1 2
 RL0522
 RL0522.Superseded values are not recommended for survey control.
 RL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0522.See file dsdata.txt to determine how the superseded data were derived.
 RL0522
 RL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5691463351(NAD 83)
 RL0522_MARKER: DS = TRIANGULATION STATION DISK
 RL0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0522_STAMPING: ECHO 1939
 RL0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0522+STABILITY: SURFACE MOTION
 RL0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0522+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0522
 RL0522  HISTORY     - Date     Condition        Report By
 RL0522  HISTORY     - 1939     MONUMENTED       CGS
 RL0522  HISTORY     - 1948     GOOD             NGS
 RL0522  HISTORY     - 20030710 GOOD             GEOCAC
 RL0522
 RL0522                          STATION DESCRIPTION
 RL0522
 RL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0522'ABOUT 8-1/2 MILES NORTH-BY-EAST OF THE TOWN OF KENTON, IN THE
 RL0522'NORTHEAST CORNER OF SEC. 36, T. 49 N., R. 37 W., ON THE TOP OF
 RL0522'A SMALL RIDGE RUNNING NORTHWEST AND SOUTHEAST, ON LAND OF THE
 RL0522'U.S. FORESTRY SERVICE.  STATION MARK IS 30 FEET EAST OF THE CENTER
 RL0522'OF THE GRAVEL ROAD, STAMPED ECHO 1939 AND PROJECTS 6 INCHES
 RL0522'ABOVE THE GROUND.
 RL0522'
 RL0522'TO REACH FROM THE RANGER STATION IN KENTON DRIVE EAST ON STATE
 RL0522'HIGHWAY 28 FOR 0.2 MILE, TURN LEFT AND DRIVE NORTH, UP THE
 RL0522'HILL, ON A GRAVEL ROAD FOR 4.3 MILES, THEN TURN LEFT AND DRIVE
 RL0522'WEST FOR 0.2 MILE, TURN RIGHT AND DRIVE NORTH, KEEPING
 RL0522'STRAIGHT AHEAD AT ALL CROSSROADS, FOR 4.1 MILES TO A RAILROAD
 RL0522'CROSSING, CONTINUE STRAIGHT AHEAD ACROSS THE TRACKS AND DRIVE
 RL0522'0.35 MILE TO THE TOP OF A SMALL RIDGE AND STATION.
 RL0522'
 RL0522'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 RL0522'STANDARD BRONZE DISKS SET IN CONCRETE.
 RL0522'ALL MARKS ARE WITNESSED
 RL0522'BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECTS ABOUT
 RL0522'2-1/2 FEET ABOVE THE GROUND.
 RL0522'
 RL0522'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 24
 RL0522'FEET WEST OF THE CENTER OF THE ROAD, STAMPED ECHO NO 1 1939
 RL0522'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0522'
 RL0522'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 45 FEET
 RL0522'WEST OF THE CENTER OF THE ROAD, STAMPED ECHO NO 2 1939 AND
 RL0522'PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0522'
 RL0522'AZIIMUTH MARK IS SOUTHWEST OF THE STATION, 91 FEET EAST OF
 RL0522'THE CENTER OF THE ROAD, 64 FEET SOUTH OF THE SOUTH RAIL OF THE
 RL0522'RAILROAD AND 14 FEET SOUTH OF AN OLD RAIL FENCE, STAMPED
 RL0522'ECHO 939 AND PROJECTS 1 FOOT ABOVE THE GROUND.
 RL0522'
 RL0522'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL0522
 RL0522                          STATION RECOVERY (1948)
 RL0522
 RL0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0522'0.4 MI N FROM FROST.
 RL0522'0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0522'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATION
 RL0522'SIGN AT FROST, 0.15 MILE SOUTHWEST OF A SIDE ROAD EAST TO ECHO
 RL0522'LAKE, SET AT THE TOP OF THE FIRST KNOLL NORTH OF THE RAILROAD,
 RL0522'29 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 RL0522'SOUTHWEST OF A 24-INCH PINE TREE, 73 FEET NORTHEAST AND ACROSS
 RL0522'THE ROAD FROM R.M. NO. 1, 85 FEET SOUTHEAST OF R.M. NO. 2,
 RL0522'2 FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE
 RL0522'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0522
 RL0522                          STATION RECOVERY (2003)
 RL0522
 RL0522'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0522'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0522'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0522'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0522'RIGHT, THENCE NORTH ALONG FR 15OO 0.1 MILE TO TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0523 ***********************************************************************
 RL0523  DESIGNATION -  ECHO RM 1
 RL0523  PID         -  RL0523
 RL0523  STATE/COUNTY-  MI/HOUGHTON
 RL0523  USGS QUAD   -  
 RL0523
 RL0523                         *CURRENT SURVEY CONTROL
 RL0523  ___________________________________________________________________
 RL0523* NAD 83(1986)-  46 36 30.     (N)    088 52 06.     (W)     SCALED    
 RL0523* NAVD 88     -       431.307  (meters)    1415.05   (feet)  ADJUSTED  
 RL0523  ___________________________________________________________________
 RL0523  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 RL0523  DYNAMIC HT  -         431.321 (meters)    1415.09  (feet)  COMP
 RL0523  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RL0523
 RL0523  VERT ORDER  -  FIRST     CLASS II
 RL0523
 RL0523.The horizontal coordinates were scaled from a topographic map and have
 RL0523.an estimated accuracy of +/- 6 seconds.
 RL0523
 RL0523.The orthometric height was determined by differential leveling
 RL0523.and adjusted by the National Geodetic Survey in June 1991..
 RL0523
 RL0523.The geoid height was determined by GEOID03.
 RL0523
 RL0523.The dynamic height is computed by dividing the NAVD 88
 RL0523.geopotential number by the normal gravity value computed on the
 RL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0523.degrees latitude (g = 980.6199 gals.).
 RL0523
 RL0523.The modeled gravity was interpolated from observed gravity values.
 RL0523
 RL0523;                    North         East    Units  Estimated Accuracy
 RL0523;SPC MI N     -   204,530.    7,856,890.      MT  (+/- 180 meters Scaled)
 RL0523
 RL0523                          SUPERSEDED SURVEY CONTROL
 RL0523
 RL0523  NGVD 29 (??/??/92)  431.302  (m)         1415.03   (f) ADJ UNCH    1 2
 RL0523
 RL0523.Superseded values are not recommended for survey control.
 RL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0523.See file dsdata.txt to determine how the superseded data were derived.
 RL0523
 RL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS569633(NAD 83)
 RL0523_MARKER: DR = REFERENCE MARK DISK
 RL0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0523_STAMPING: ECHO NO 1 1939
 RL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0523+STABILITY: SURFACE MOTION
 RL0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0523+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0523
 RL0523  HISTORY     - Date     Condition        Report By
 RL0523  HISTORY     - 1939     MONUMENTED       CGS
 RL0523  HISTORY     - 1948     GOOD             NGS
 RL0523  HISTORY     - 20030710 GOOD             GEOCAC
 RL0523
 RL0523                          STATION DESCRIPTION
 RL0523
 RL0523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0523'0.4 MI N FROM FROST.
 RL0523'0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0523'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATION
 RL0523'SIGN AT FROST, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD
 RL0523'EAST TO ECHO LAKE, AT THE FIRST KNOLL NORTH OF THE RAILROAD,
 RL0523'73 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE STATION MARK,
 RL0523'25 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 20 FEET
 RL0523'NORTHEAST OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 40 FEET
 RL0523'WEST-NORTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 2
 RL0523'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 RL0523'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0523'INCHES.
 RL0523
 RL0523                          STATION RECOVERY (2003)
 RL0523
 RL0523'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0523'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0523'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0523'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0523'RIGHT, THENCE NORTH ALONG FR 15OO 0.1 MILE TO TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0524 ***********************************************************************
 RL0524  DESIGNATION -  ECHO RM 2
 RL0524  PID         -  RL0524
 RL0524  STATE/COUNTY-  MI/HOUGHTON
 RL0524  USGS QUAD   -  
 RL0524
 RL0524                         *CURRENT SURVEY CONTROL
 RL0524  ___________________________________________________________________
 RL0524* NAD 83(1986)-  46 36 30.     (N)    088 52 06.     (W)     SCALED    
 RL0524* NAVD 88     -       433.591  (meters)    1422.54   (feet)  ADJUSTED  
 RL0524  ___________________________________________________________________
 RL0524  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 RL0524  DYNAMIC HT  -         433.605 (meters)    1422.59  (feet)  COMP
 RL0524  MODELED GRAV-     980,632.4   (mgal)                       NAVD 88
 RL0524
 RL0524  VERT ORDER  -  FIRST     CLASS II
 RL0524
 RL0524.The horizontal coordinates were scaled from a topographic map and have
 RL0524.an estimated accuracy of +/- 6 seconds.
 RL0524
 RL0524.The orthometric height was determined by differential leveling
 RL0524.and adjusted by the National Geodetic Survey in June 1991..
 RL0524
 RL0524.The geoid height was determined by GEOID03.
 RL0524
 RL0524.The dynamic height is computed by dividing the NAVD 88
 RL0524.geopotential number by the normal gravity value computed on the
 RL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0524.degrees latitude (g = 980.6199 gals.).
 RL0524
 RL0524.The modeled gravity was interpolated from observed gravity values.
 RL0524
 RL0524;                    North         East    Units  Estimated Accuracy
 RL0524;SPC MI N     -   204,530.    7,856,890.      MT  (+/- 180 meters Scaled)
 RL0524
 RL0524                          SUPERSEDED SURVEY CONTROL
 RL0524
 RL0524  NGVD 29 (??/??/92)  433.586  (m)         1422.52   (f) ADJ UNCH    1 2
 RL0524
 RL0524.Superseded values are not recommended for survey control.
 RL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0524.See file dsdata.txt to determine how the superseded data were derived.
 RL0524
 RL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS569633(NAD 83)
 RL0524_MARKER: DR = REFERENCE MARK DISK
 RL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0524_STAMPING: ECHO NO 2 1939
 RL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0524+STABILITY: SURFACE MOTION
 RL0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0524+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0524
 RL0524  HISTORY     - Date     Condition        Report By
 RL0524  HISTORY     - 1939     MONUMENTED       CGS
 RL0524  HISTORY     - 1948     GOOD             NGS
 RL0524  HISTORY     - 20030710 GOOD             GEOCAC
 RL0524
 RL0524                          STATION DESCRIPTION
 RL0524
 RL0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0524'0.4 MI N FROM FROST.
 RL0524'0.35 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0524'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD AND STATION
 RL0524'SIGN AT FROST, 0.15 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 RL0524'EAST TO ECHO LAKE, AT THE FIRST KNOLL NORTH OF THE RAILROAD,
 RL0524'85 FEET NORTHWEST AND ACROSS THE ROAD FROM THE STATION MARK,
 RL0524'57 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 RL0524'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD
 RL0524'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0524
 RL0524                          STATION RECOVERY (2003)
 RL0524
 RL0524'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0524'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0524'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0524'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0524'RIGHT, THENCE NORTH ALONG FR 15OO 0.1 MILE TO TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1167 ***********************************************************************
 RJ1167  DESIGNATION -  ECKER
 RJ1167  PID         -  RJ1167
 RJ1167  STATE/COUNTY-  MI/CHIPPEWA
 RJ1167  USGS QUAD   -  PIATT LAKE (1975)
 RJ1167
 RJ1167                         *CURRENT SURVEY CONTROL
 RJ1167  ___________________________________________________________________
 RJ1167* NAD 83(1994)-  46 29 33.38542(N)    085 07 14.15757(W)     ADJUSTED  
 RJ1167* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 RJ1167  ___________________________________________________________________
 RJ1167  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 RJ1167  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RJ1167
 RJ1167  HORZ ORDER  -  SECOND
 RJ1167
 RJ1167.The horizontal coordinates were established by classical geodetic methods
 RJ1167.and adjusted by the National Geodetic Survey in February 1997..
 RJ1167
 RJ1167.The orthometric height was scaled from a topographic map.
 RJ1167
 RJ1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1167
 RJ1167.The geoid height was determined by GEOID03.
 RJ1167
 RJ1167;                    North         East     Units Scale Factor Converg.
 RJ1167;SPC MI N     -   191,686.655 8,144,260.629   MT  0.99990937   +1 21 30.3
 RJ1167;SPC MI N     -   628,893.23 26,720,015.19   iFT  0.99990937   +1 21 30.3
 RJ1167;UTM  16      - 5,150,497.824   644,228.195   MT  0.99985570   +1 21 48.0
 RJ1167
 RJ1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1167!SPC MI N     -   0.99996047  x   0.99990937  =   0.99986985
 RJ1167!UTM  16      -   0.99996047  x   0.99985570  =   0.99981618
 RJ1167
 RJ1167|---------------------------------------------------------------------|
 RJ1167| PID    Reference Object                     Distance      Geod. Az  |
 RJ1167|                                                           dddmmss.s |
 RJ1167| RJ1169 ECKERMAN STATE AMS USE 1965          10.654 METERS 26537     |
 RJ1167| RJ1168 ECKERMAN LOOKOUT TOWER 1965          10.769 METERS 26552     |
 RJ1167| RJ1159 CULHANE                             APPROX. 8.1 KM 3133306.4 |
 RJ1167| CH1094 ECKER RM 1                           22.330 METERS 34457     |
 RJ1167|---------------------------------------------------------------------|
 RJ1167
 RJ1167                          SUPERSEDED SURVEY CONTROL
 RJ1167
 RJ1167  NAD 83(1986)-  46 29 33.37900(N)    085 07 14.15461(W) AD(       ) 2
 RJ1167  NAD 27      -  46 29 33.32033(N)    085 07 13.81759(W) AD(       ) 2
 RJ1167
 RJ1167.Superseded values are not recommended for survey control.
 RJ1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1167.See file dsdata.txt to determine how the superseded data were derived.
 RJ1167
 RJ1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4422850498(NAD 83)
 RJ1167_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1167
 RJ1167  HISTORY     - Date     Condition        Report By
 RJ1167  HISTORY     - 1965     MONUMENTED       CGS
 RJ1167  HISTORY     - 1978     GOOD             NGS
 RJ1167
 RJ1167                          STATION DESCRIPTION
 RJ1167
 RJ1167'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1167'THE STATION IS LOCATED AT THE SITE OF THE ECKERMAN LOOKOUT TOWER,
 RJ1167'ABOUT 9-1/2 MILES
 RJ1167'NORTH-NORTHEAST OF HULBERT, 9-1/2 MILES NORTH-NORTHWEST OF ECKERMAN,
 RJ1167'IN THE SOUTHEAST 1/4 OF SECTION 1, T.
 RJ1167'47 N., R. 7 W., AND ON PROPERTY OWNED BY THE 75 CLUB.
 RJ1167'
 RJ1167'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123
 RJ1167'AT ECKERMAN CORNER (2 MILES
 RJ1167'SOUTH OF ECKERMAN), GO NORTH ON STATE HIGHWAY 123 FOR 10.05 MILES TO
 RJ1167'A Y-FORK.  TAKE THE LEFT FORK AND
 RJ1167'GO NORTHWEST ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.
 RJ1167'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 RJ1167'MILE TO A TRACK ROAD ON THE RIGHT,
 RJ1167'AT SIGN ECKERMAN TOWER RD.  TURN RIGHT AND GO NORTH ON THE TRACK
 RJ1167'ROAD FOR 1.05 MILES TO A DIM Y-FORK.
 RJ1167'TAKE THE LEFT FORK AND GO NORTHWEST ON THE MAIN TRAVELED TRACK ROAD
 RJ1167'FOR 0.3 MILE TO THE SITE OF THE LOOKOUT
 RJ1167'TOWER AND THE STATION.
 RJ1167'
 RJ1167'STATION MARKS ARE STANDARD DISKS STAMPED ECKER 1965.  THE SURFACE
 RJ1167'DISK IS SET IN A ROUND CONCRETE
 RJ1167'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24.9
 RJ1167'FEET SOUTHEAST OF THE NORTHEAST LEG
 RJ1167'OF THE LOOKOUT TOWER, 27.3 FEET NORTHEAST OF THE SOUTHEAST
 RJ1167'LEG OF THE LOOKOUT TOWER.  THE UNDERGROUND DISK
 RJ1167'IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1167'48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1167'
 RJ1167'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ECKER NO 1 1965, IS SET
 RJ1167'IN A ROUND CONCRETE MONUMENT
 RJ1167'WHICH PROJECTS 1 INCH.  IT IS 62 FEET NORTH OF THE NORTHEAST LEG OF
 RJ1167'THE LOOKOUT TOWER, AND 1.9 FEET
 RJ1167'SOUTHEAST OF A METAL WITNESS POST.
 RJ1167'
 RJ1167'ECKERMAN STATE A.M.S. (USE), A CORPS OF ENGINEERS WAR DEPARTMENT U.S.
 RJ1167'ARMY STATION MARK DISK STAMPED
 RJ1167'ECKERMAN STATE A.M.S. 1950, SET IN THE TOP OF A 6 INCH SQUARE
 RJ1167'CONCRETE POST WHICH PRJECTS 4 INCHES.
 RJ1167'IT IS 0.46 FEET NORTHEAST OF THE CENTER OF THE BASE OF THE
 RJ1167'LOOKOUT TOWER.
 RJ1167'
 RJ1167'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1167'TIME.
 RJ1167'
 RJ1167'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1167
 RJ1167                          STATION RECOVERY (1978)
 RJ1167
 RJ1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 RJ1167'STATION, REFERENCE AND ECKERMAN STATE AMS MARKS WERE RECOVERED AND
 RJ1167'FOUND IN GOOD CONDITION, AS DESCRIBED IN THE 1965 DESCRIPTION.
 RJ1167'
 RJ1167'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS 28 AND 123
 RJ1167'IN ECKERMAN CORNER (2 MILES SOUTH OF ECKERMAN), GO NORTH ON STATE
 RJ1167'HIGHWAY 123 FOR 10.05 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 RJ1167'NORTHWEST ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN
 RJ1167'LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD
 RJ1167'ON THE RIGHT, AT SIGN ECHERMAN TOWER RD.  TURN RIGHT AND GO
 RJ1167'NORTH ON TRACK ROAD FOR 1.05 MILE TO A DIM Y-FORK.  TAKE THE LEFT
 RJ1167'FORK AND GO NORTHWEST ON THE MAIN TRAVELED TRACK ROAD FOR 0.3 MILE
 RJ1167'TO THE SITE OF LOOKOUT TOWER AND THE STATION.
 RJ1167'
 RJ1167'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9-1/2 MILES
 RJ1167'NORTH-NORTHWEST OF ECKERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1172 ***********************************************************************
 RJ1172  DESIGNATION -  ECKERMAN
 RJ1172  PID         -  RJ1172
 RJ1172  STATE/COUNTY-  MI/CHIPPEWA
 RJ1172  USGS QUAD   -  ECKERMAN (1975)
 RJ1172
 RJ1172                         *CURRENT SURVEY CONTROL
 RJ1172  ___________________________________________________________________
 RJ1172* NAD 83(1994)-  46 20 26.87672(N)    085 01 04.71277(W)     ADJUSTED  
 RJ1172* NAVD 88     -       292.8    (meters)     961.     (feet)  VERTCON   
 RJ1172  ___________________________________________________________________
 RJ1172  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 RJ1172  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 RJ1172
 RJ1172  HORZ ORDER  -  FIRST
 RJ1172
 RJ1172.The horizontal coordinates were established by classical geodetic methods
 RJ1172.and adjusted by the National Geodetic Survey in February 1997..
 RJ1172
 RJ1172.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1172
 RJ1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1172
 RJ1172.The geoid height was determined by GEOID03.
 RJ1172
 RJ1172;                    North         East     Units Scale Factor Converg.
 RJ1172;SPC MI N     -   175,010.486 8,152,558.141   MT  0.99990330   +1 25 57.3
 RJ1172;SPC MI N     -   574,181.38 26,747,238.00   iFT  0.99990330   +1 25 57.3
 RJ1172;UTM  16      - 5,133,822.717   652,526.375   MT  0.99988598   +1 26 03.1
 RJ1172
 RJ1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1172!SPC MI N     -   0.99995967  x   0.99990330  =   0.99986297
 RJ1172!UTM  16      -   0.99995967  x   0.99988598  =   0.99984565
 RJ1172
 RJ1172:                Primary Azimuth Mark                     Grid Az
 RJ1172:SPC MI N     -  DEMOND HILL LOOKOUT TOWER                081 40 53.5
 RJ1172:UTM  16      -  DEMOND HILL LOOKOUT TOWER                081 40 47.7
 RJ1172
 RJ1172|---------------------------------------------------------------------|
 RJ1172| PID    Reference Object                     Distance      Geod. Az  |
 RJ1172|                                                           dddmmss.s |
 RJ1172| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.18.3 KM 0830650.8 |
 RJ1172| RJ1170 ECKERMAN CORNER AMS USE 1965          8.065 METERS 09102     |
 RJ1172| RJ1120 TROUT LAKE UP MICROWAVE             APPROX.17.9 KM 1615417.5 |
 RJ1172| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX. 4.1 KM 1690941.5 |
 RJ1172| RJ1179 REXTON MICROWAVE RELAY MAST         APPROX.25.2 KM 2174626.4 |
 RJ1172| RJ1195 AIRPORT BCN LUCE CO APT             APPROX.34.0 KM 2642341.3 |
 RJ1172| RJ1175 HULBERT RESET                       APPROX.15.7 KM 2891755.2 |
 RJ1172| CH1095 ECKERMAN RM 1                        24.675 METERS 33759     |
 RJ1172|---------------------------------------------------------------------|
 RJ1172
 RJ1172                          SUPERSEDED SURVEY CONTROL
 RJ1172
 RJ1172  NAD 83(1986)-  46 20 26.86995(N)    085 01 04.71002(W) AD(       ) 1
 RJ1172  NAD 27      -  46 20 26.82318(N)    085 01 04.43216(W) AD(       ) 1
 RJ1172  NGVD 29 (07/19/86)  292.8    (m)          961.     (f) VERT ANG       
 RJ1172
 RJ1172.Superseded values are not recommended for survey control.
 RJ1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1172.See file dsdata.txt to determine how the superseded data were derived.
 RJ1172
 RJ1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5252633823(NAD 83)
 RJ1172_MARKER: Z = SEE DESCRIPTION
 RJ1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1172_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1172
 RJ1172  HISTORY     - Date     Condition        Report By
 RJ1172  HISTORY     - 1921     MONUMENTED       USLS
 RJ1172  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1172  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1172  HISTORY     - 1975     GOOD             NGS
 RJ1172
 RJ1172                          STATION DESCRIPTION
 RJ1172
 RJ1172'DESCRIBED BY US LAKE SURVEY 1921
 RJ1172'ABOUT 2 MILES SOUTHEAST OF RAILROAD STATION AT ECKERMAN, 90 FEET
 RJ1172'WEST-NORTHWEST OF HIGHEST PART
 RJ1172'OF KNOLL, AND NORTHEAST OF CENTER OF SEC. 35, T. 45 N., R. 6 W.
 RJ1172'MARKED BY DOUBLE CONCRETE
 RJ1172'MONUMENT MARKED U.S.L.S. 1921.  UPPER MONUMENT IS
 RJ1172'FLUSH WITH SURFACE OF GROUND.
 RJ1172
 RJ1172                          STATION RECOVERY (1949)
 RJ1172
 RJ1172'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1172'STATION RECOVERED IN GOOD CONDITION.  STATION WAS COVERED WITH
 RJ1172'CHUNKS OF CONCRETE
 RJ1172'WHICH WERE REPLACED AFTER THE STATION WAS REFERENCED.
 RJ1172'STATION IS MARKED BY A 1-1/4 IN. IRON
 RJ1172'BOLT IN A 10-IN.
 RJ1172'CONCRETE POST INSCRIBED USLS 1921.
 RJ1172'
 RJ1172'STATION IS 18.34 FT. FROM THE NW LEG OF THE ECKERMAN CORNER
 RJ1172'LOOKOUT TOWER,
 RJ1172'37.33 FT. FROM THE NE LEG, 38.40 FT. FROM THE SE
 RJ1172'LEG, AND 20.47 FT. FROM THE SW
 RJ1172'LEG OF THE TOWER.
 RJ1172'
 RJ1172'REFERENCE MONUMENT IS A 6-IN. CONCRETE POST 42 IN. LONG WITH
 RJ1172'A BRONZE DISK ON
 RJ1172'TOP, BEARS N 21 DEG 53 MIN W, 80.84 FT. FROM THE STATION.
 RJ1172'
 RJ1172'TO REACH THE STATION FROM THE JUNCTION OF M-28 AND M-123 RUNNING
 RJ1172'N TO ECKERMAN, GO
 RJ1172'E FOR 0.1 MI. ON M-28 TO A DIRT ROAD TO THE
 RJ1172'RIGHT (S) LEADING TO THE ECKERMAN
 RJ1172'CORNER LOOKOUT TOWER, THENCE 0.6
 RJ1172'MI. TO THE TOWER AND THE STATION.
 RJ1172
 RJ1172                          STATION RECOVERY (1965)
 RJ1172
 RJ1172'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1172'STATION AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN GOOD
 RJ1172'CONDITION AT THIS
 RJ1172'TIME.  THE DISTANCE TO THE REFERENCE MARK WAS FOUND TO BE
 RJ1172'.04 OF A FOOT SHORTER THAN
 RJ1172'THE PREVIOUS MEASUREMENT.  DUE TO VARIOUS
 RJ1172'CHANGES A NEW DESCRIPTION FOLLOWS.
 RJ1172'
 RJ1172'ABOUT 2 MILE SOUTHEAST OF ECKERMAN, 1/2 MILE SOUTHEAST OF ECKERMAN
 RJ1172'CORNER, NORTHEAST
 RJ1172'OF THE CENTER OF SEC. 35, T-45-N, R-6-W, AND ON
 RJ1172'GOVERNMENT OWNED PROPERTY.
 RJ1172'
 RJ1172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 123 AND
 RJ1172'M 28 IN ECKERMAN
 RJ1172'CORNER, GO EAST ON HIGHWAY M 28 FOR 0.95 MILE TO A
 RJ1172'SIDE ROAD RIGHT AND A SIGN ECKERMAN
 RJ1172'CORNER TOWER.  TURN RIGHT AND GO
 RJ1172'SOUTHWEST ON THE GRADED ROAD FOR 0.45 MILE TO A ROAD
 RJ1172'FORK.  TAKE THE
 RJ1172'RIGHT FORK AND GO SOUTH AND EAST FOR 0.05 MILE TO THE STATION AND
 RJ1172'LOOKOUT TOWER ON THE
 RJ1172'LEFT.
 RJ1172'
 RJ1172'STATION MARK IS A LARGE STEEL BOLT SET IN THE TOP OF A ROUND CONCRETE
 RJ1172'MONUMENT, WHICH IS
 RJ1172'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 RJ1172'IS 20.4 FEET NORTHWEST OF THE
 RJ1172'SOUTHWEST LEG OF THE LOOKOUT TOWER, 18.3
 RJ1172'FEET SOUTHWEST OF THE NORTHWEST LEG OF THE
 RJ1172'TOWER, 40 FEET NORTH OF THE
 RJ1172'CENTERLINE OF THE ROAD AND 5 FEET NORTHEAST OF A METAL
 RJ1172'WITNESS POST.  THE
 RJ1172'UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
 RJ1172'
 RJ1172'REFERENCE MARK 1 IS A STANDARD U.S. CORPS OF ENGINEERS REFERENCE
 RJ1172'MARK DISK, STAMPED
 RJ1172'80.84 ECKERMAN 1921, SET IN THE TOP OF A ROUND CONCRETE
 RJ1172'MONUMENT, WHICH PROJECTS 4 INCHES.
 RJ1172'THE MONUMENT IS 6 INCHES IN
 RJ1172'DIAMETER.  IT IS 2 FEET SOUTHWEST OF A 5 INCH MAPLE
 RJ1172'TREE AND 1 FOOT
 RJ1172'SOUTH OF A METAL WITNESS POST.
 RJ1172'
 RJ1172'ECKERMAN CORNER IS A STANDARD U.S. CORPS OF ENGINEERS MARK, STAMPED
 RJ1172'AMS 1950 ACKERMAN
 RJ1172'CORNER, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 RJ1172'MONUMENT, WHICH PROJECTS 2 INCHES
 RJ1172'AND IS SET NEAR THE CENTER OF THE
 RJ1172'LOOKOUT TOWER.
 RJ1172'
 RJ1172'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RJ1172
 RJ1172                          STATION RECOVERY (1975)
 RJ1172
 RJ1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 RJ1172'NO MEASUREMENT BETWEEN REFERENCE MARK 1 AND ECKERMAN CORNER AMS
 RJ1172'USE 1965 DUE TO TREES ON LINE.
 RJ1172'
 RJ1172'NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 RJ1172'
 RJ1172'STATION MARK, REFERENCE MARK 1, AND ECKERMAN CORNER AMS USE 1965 WERE
 RJ1172'RECOVERED IN GOOD CONDITION.  THE DIRECTIONS CHECKED FAVORABLY.
 RJ1172'THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE 0.15 FOOT LONGER.
 RJ1172'THE DISTANCE TO ECKERMAN CORNER AMS USE 1965 CHECKED FAVORABLY.
 RJ1172'THE LOOKOUT TOWER HAS BEEN REMOVED.  A COMPLETE NEW DESCRIPTION
 RJ1172'FOLLOWS.
 RJ1172'
 RJ1172'STATION IS ABOUT 2 MILES SOUTHEAST OF ECKERMAN, 1/2 MILE SOUTHEAST
 RJ1172'OF THE JUNCTION OF STATE HIGHWAYS 28 AND 123, AND IN THE NE 1/4 SEC
 RJ1172'35, T45N, R6W ON PROPERTY OF THE U. S. FOREST SERVICE.
 RJ1172'
 RJ1172'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123
 RJ1172'AT ECKERMAN CORNER GO EAST ON STATE HIGHWAY 28 FOR 0.95 MILE TO
 RJ1172'FOREST ROAD 3143 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY ON
 RJ1172'FOREST ROAD 3143 FOR 0.35 MILE TO A FORK.  CONTINUE AHEAD, RIGHT
 RJ1172'FORK, ON NOW A DIM TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE LEFT
 RJ1172'FORK AND GO 0.1 MILE TO THE STATION ON THE RIGHT.
 RJ1172'
 RJ1172'STATION MARK IS A LARGE STEEL BOLT SET IN THE TOP OF A ROUND
 RJ1172'CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1172'IT IS 20.5 FEET NORTHWEST OF A CONCRETE BASE OF OLD LOOKOUT TOWER
 RJ1172'LEG AND 5.3 FEET NORTHEAST OF A METAL WITNESS POST WITH A SIGN
 RJ1172'ATTACHED.  THE CONCRETE MONUMENT HAS U S L S 1921 INSCRIBED IN
 RJ1172'IT.
 RJ1172'
 RJ1172'REFERENCE MARK 1 IS A STANDARD U.S. CORPS OF ENGINEERS REFERENCE
 RJ1172'MARK DISK STAMPED ECKERMAN 1921 80.84, SET IN THE TOP OF A 6-INCH
 RJ1172'ROUND CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 1.5 FEET
 RJ1172'SOUTH OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 RJ1172'
 RJ1172'ECKERMAN CORNER AMS USE 1965 IS A STANDARD U.S. CORPS OF ENGINEERS
 RJ1172'STATION MARK DISK STAMPED ECKERMAN CORNER AMS 1950, SET IN THE TOP
 RJ1172'OF A 5-INCH BY 5-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 RJ1172'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 30 FEET EAST OF A
 RJ1172'METAL WITNESS POST WITH A SIGN ATTACHED AND 14 FEET NORTHEAST OF
 RJ1172'A CONCRETE BASE OF OLD LOOKOUT TOWER LEG.
 RJ1172'
 RJ1172'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 RJ1172'OF ECKERMAN.
 RJ1172'
 RJ1172'HEIGHT OF LIGHT ABOVE STATION MARK 86.8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1170 ***********************************************************************
 RJ1170  DESIGNATION -  ECKERMAN CORNER AMS USE 1965
 RJ1170  PID         -  RJ1170
 RJ1170  STATE/COUNTY-  MI/CHIPPEWA
 RJ1170  USGS QUAD   -  ECKERMAN (1975)
 RJ1170
 RJ1170                         *CURRENT SURVEY CONTROL
 RJ1170  ___________________________________________________________________
 RJ1170* NAD 83(1994)-  46 20 26.87201(N)    085 01 04.33570(W)     ADJUSTED  
 RJ1170* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 RJ1170  ___________________________________________________________________
 RJ1170  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 RJ1170  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 RJ1170
 RJ1170  HORZ ORDER  -  SECOND
 RJ1170
 RJ1170.The horizontal coordinates were established by classical geodetic methods
 RJ1170.and adjusted by the National Geodetic Survey in February 1997..
 RJ1170
 RJ1170.The orthometric height was scaled from a topographic map.
 RJ1170
 RJ1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1170
 RJ1170.The geoid height was determined by GEOID03.
 RJ1170
 RJ1170;                    North         East     Units Scale Factor Converg.
 RJ1170;SPC MI N     -   175,010.542 8,152,566.205   MT  0.99990330   +1 25 57.6
 RJ1170;SPC MI N     -   574,181.57 26,747,264.45   iFT  0.99990330   +1 25 57.6
 RJ1170;UTM  16      - 5,133,822.773   652,534.439   MT  0.99988601   +1 26 03.4
 RJ1170
 RJ1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1170!SPC MI N     -   0.99995963  x   0.99990330  =   0.99986294
 RJ1170!UTM  16      -   0.99995963  x   0.99988601  =   0.99984565
 RJ1170
 RJ1170                          SUPERSEDED SURVEY CONTROL
 RJ1170
 RJ1170  NAD 83(1986)-  46 20 26.86524(N)    085 01 04.33295(W) AD(       ) 2
 RJ1170  NAD 27      -  46 20 26.81846(N)    085 01 04.05505(W) AD(       ) 2
 RJ1170
 RJ1170.Superseded values are not recommended for survey control.
 RJ1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1170.See file dsdata.txt to determine how the superseded data were derived.
 RJ1170
 RJ1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5253433823(NAD 83)
 RJ1170_MARKER: Z = SEE DESCRIPTION
 RJ1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1170
 RJ1170  HISTORY     - Date     Condition        Report By
 RJ1170  HISTORY     - 1965     MONUMENTED       USE
 RJ1170  HISTORY     - 1975     GOOD             NGS
 RJ1170
 RJ1170                          STATION DESCRIPTION
 RJ1170
 RJ1170'DESCRIBED BY US ENGINEERS 1965 (LMC)
 RJ1170'STATION IS ABOUT 2 MILES SOUTHEAST OF ECKERMAN,
 RJ1170'1/2 MILE SOUTHEAST
 RJ1170'OF ECKERMAN CORNER, AND ON PROPERTY OWNED BY THE
 RJ1170'GOVERNMENT.
 RJ1170'
 RJ1170'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 123 AND M 28 IN
 RJ1170'ECKERMAN CORNER,
 RJ1170'GO EAST ON HIGHWAY M 28 FOR 0.95 MILE TO A SIDE ROAD
 RJ1170'AND A SIGN ECKERMAN CORNER TOWER ON
 RJ1170'THE RIGHT.  TURN RIGHT ON THE
 RJ1170'GRADED ROAD AND GO SOUTHWEST FOR 0.45 MILE TO A ROAD
 RJ1170'FORK.  TAKE THE
 RJ1170'RIGHT FORK AND GO SOUTH AND EAST FOR 0.05 MILE TO A LOOKOUT TOWER AND
 RJ1170'THE MARK ON THE
 RJ1170'LEFT.
 RJ1170'
 RJ1170'IT IS A STANDARD U.S. CORPS OF ENGINEERS MARK STAMPED AMS 1950
 RJ1170'ECKERMAN CORNER,
 RJ1170'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 RJ1170'WHICH PROJECTS 2 INCHES.  THE MARK
 RJ1170'IS SET NEAR THE CENTER OF THE BASE
 RJ1170'OF THE TOWER.
 RJ1170'
 RJ1170'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ECKERMAN
 RJ1170'(USLS) 1921 AND
 RJ1170'THE DISTANCE IS 26.46 FEET, 8.0660 METERS.
 RJ1170
 RJ1170                          STATION RECOVERY (1975)
 RJ1170
 RJ1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1170'THE STATION WAS RECOVERED AS DESCRIBED IN 1965, HOWEVER, THE
 RJ1170'ECKERMAN CORNER LOOKOUT TOWER HAS BEEN DISMANTLED.
 RJ1170'
 RJ1170'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 RJ1170'SOUTHEAST OF ECKERMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1173 ***********************************************************************
 RJ1173  DESIGNATION -  ECKERMAN CORNER RADIO KAK 703
 RJ1173  PID         -  RJ1173
 RJ1173  STATE/COUNTY-  MI/CHIPPEWA
 RJ1173  USGS QUAD   -  ECKERMAN (1975)
 RJ1173
 RJ1173                         *CURRENT SURVEY CONTROL
 RJ1173  ___________________________________________________________________
 RJ1173* NAD 83(1994)-  46 18 16.53035(N)    085 00 28.70447(W)     ADJUSTED  
 RJ1173* NAVD 88     -                                                        
 RJ1173  ___________________________________________________________________
 RJ1173  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 RJ1173  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 RJ1173
 RJ1173  HORZ ORDER  -  THIRD
 RJ1173
 RJ1173.The horizontal coordinates were established by classical geodetic methods
 RJ1173.and adjusted by the National Geodetic Survey in February 1997..
 RJ1173
 RJ1173
 RJ1173.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1173
 RJ1173.The geoid height was determined by GEOID03.
 RJ1173
 RJ1173;                    North         East     Units Scale Factor Converg.
 RJ1173;SPC MI N     -   171,006.725 8,153,428.984   MT  0.99990289   +1 26 23.3
 RJ1173;SPC MI N     -   561,045.69 26,750,095.09   iFT  0.99990289   +1 26 23.3
 RJ1173;UTM  16      - 5,129,819.035   653,397.287   MT  0.99988926   +1 26 26.0
 RJ1173
 RJ1173                          SUPERSEDED SURVEY CONTROL
 RJ1173
 RJ1173  NAD 83(1986)-  46 18 16.52370(N)    085 00 28.70157(W) AD(       ) 4
 RJ1173  NAD 27      -  46 18 16.47684(N)    085 00 28.43167(W) AD(       ) 3
 RJ1173
 RJ1173.Superseded values are not recommended for survey control.
 RJ1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1173.See file dsdata.txt to determine how the superseded data were derived.
 RJ1173
 RJ1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5339729819(NAD 83)
 RJ1173_MARKER: 42 = RADIO/TV MAST
 RJ1173
 RJ1173  HISTORY     - Date     Condition        Report By
 RJ1173  HISTORY     - 1965     FIRST OBSERVED   CGS
 RJ1173  HISTORY     - 1975     GOOD             NGS
 RJ1173
 RJ1173                          STATION DESCRIPTION
 RJ1173
 RJ1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1173'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.
 RJ1173'IT IS A 3 LEGGED
 RJ1173'GUYED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS
 RJ1173'OF INTERNATIONAL RED AND WHITE.
 RJ1173'THE OVERALL HEIGHT OF THE STRUCTURE IS
 RJ1173'250 FEET.
 RJ1173'
 RJ1173'LOCATED 3.2 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAYS 28 AND
 RJ1173'123 IN ECKERMAN
 RJ1173'CORNER, ALONG THE EAST SIDE OF STATE HIGHWAY 123.  IT IS
 RJ1173'OWNED AND OPERATED BY THE U.S.
 RJ1173'BORDER PATROL.
 RJ1173
 RJ1173                          STATION RECOVERY (1975)
 RJ1173
 RJ1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1173'THE STATION WAS RECOVERED AS DESCRIBED IN 1965.
 RJ1173'
 RJ1173'THIS STATION WAS PREVIOUSLY LISTED AS ECKERMAN CORNER RADIO
 RJ1173'STATION KAK 703 MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1168 ***********************************************************************
 RJ1168  DESIGNATION -  ECKERMAN LOOKOUT TOWER 1965
 RJ1168  PID         -  RJ1168
 RJ1168  STATE/COUNTY-  MI/CHIPPEWA
 RJ1168  USGS QUAD   -  PIATT LAKE (1975)
 RJ1168
 RJ1168                         *CURRENT SURVEY CONTROL
 RJ1168  ___________________________________________________________________
 RJ1168* NAD 83(1994)-  46 29 33.36025(N)    085 07 14.66123(W)     ADJUSTED  
 RJ1168* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 RJ1168  ___________________________________________________________________
 RJ1168  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 RJ1168  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RJ1168
 RJ1168  HORZ ORDER  -  THIRD
 RJ1168
 RJ1168.The horizontal coordinates were established by classical geodetic methods
 RJ1168.and adjusted by the National Geodetic Survey in February 1997..
 RJ1168
 RJ1168.The orthometric height was scaled from a topographic map.
 RJ1168
 RJ1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1168
 RJ1168.The geoid height was determined by GEOID03.
 RJ1168
 RJ1168;                    North         East     Units Scale Factor Converg.
 RJ1168;SPC MI N     -   191,685.624 8,144,249.910   MT  0.99990937   +1 21 29.9
 RJ1168;SPC MI N     -   628,889.84 26,719,980.02   iFT  0.99990937   +1 21 29.9
 RJ1168;UTM  16      - 5,150,496.792   644,217.477   MT  0.99985566   +1 21 47.6
 RJ1168
 RJ1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1168!SPC MI N     -   0.99996047  x   0.99990937  =   0.99986985
 RJ1168!UTM  16      -   0.99996047  x   0.99985566  =   0.99981614
 RJ1168
 RJ1168                          SUPERSEDED SURVEY CONTROL
 RJ1168
 RJ1168  NAD 83(1986)-  46 29 33.35383(N)    085 07 14.65827(W) AD(       ) 4
 RJ1168  NAD 27      -  46 29 33.29517(N)    085 07 14.32123(W) AD(       ) 3
 RJ1168
 RJ1168.Superseded values are not recommended for survey control.
 RJ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1168.See file dsdata.txt to determine how the superseded data were derived.
 RJ1168
 RJ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4421750497(NAD 83)
 RJ1168
 RJ1168  HISTORY     - Date     Condition        Report By
 RJ1168  HISTORY     - 1965     MONUMENTED       CGS
 RJ1168
 RJ1168                          STATION DESCRIPTION
 RJ1168
 RJ1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1168'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1168'LOCATED ABOUT
 RJ1168'9-1/2 MILES NORTH-NORTHEAST OF HULBERT, 9-1/2 MILES NORTH-
 RJ1168'NORTHWEST OF ECKERMAN, IN THE
 RJ1168'SOUTHEAST 1/4 OF SECTION 1, T. 47 N., R. 7
 RJ1168'W., AND ON PROPERTY OWNED BY THE 75 CLUB.
 RJ1168'
 RJ1168'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123
 RJ1168'AT ECKERMAN
 RJ1168'CORNERS (2 MILES SOUTH OF ECKERMAN), GO NORTH ON HIGHWAY 123
 RJ1168'FOR 10.05 MILES TO A Y-FORK.
 RJ1168'TAKE THE LEFT FORK AND GO NORTHWEST ON A
 RJ1168'GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.
 RJ1168'TURN LEFT AND GO WEST ON A
 RJ1168'GRAVELED ROAD FOR 0.2 MILE TO A TRACK ROAD ON THE RIGHT, AT A
 RJ1168'SIGN ECKERMAN
 RJ1168'TOWER RD.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 1.05
 RJ1168'MILES TO A DIM Y-FORK.
 RJ1168'TAKE THE LEFT FORK AND GO NORTHWEST ON THE MAIN
 RJ1168'TRAVELED TRACK ROAD FOR 0.3 MILE TO THE
 RJ1168'TOP OF A SMALL HILL AND THE
 RJ1168'STATION.
 RJ1168'
 RJ1168'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ECKER
 RJ1168'1965, THE DISTANCE
 RJ1168'BEING 35.33 FEET, OR 10.769 METERS.
 RJ1168'
 RJ1168'NOTE- THE OVERALL HEIGHT OF THE TOWER IS APPROXIMATELY 100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1169 ***********************************************************************
 RJ1169  DESIGNATION -  ECKERMAN STATE AMS USE 1965
 RJ1169  PID         -  RJ1169
 RJ1169  STATE/COUNTY-  MI/CHIPPEWA
 RJ1169  USGS QUAD   -  PIATT LAKE (1975)
 RJ1169
 RJ1169                         *CURRENT SURVEY CONTROL
 RJ1169  ___________________________________________________________________
 RJ1169* NAD 83(1994)-  46 29 33.35907(N)    085 07 14.65570(W)     ADJUSTED  
 RJ1169* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 RJ1169  ___________________________________________________________________
 RJ1169  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 RJ1169  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RJ1169
 RJ1169  HORZ ORDER  -  SECOND
 RJ1169
 RJ1169.The horizontal coordinates were established by classical geodetic methods
 RJ1169.and adjusted by the National Geodetic Survey in February 1997..
 RJ1169
 RJ1169.The orthometric height was scaled from a topographic map.
 RJ1169
 RJ1169.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1169
 RJ1169.The geoid height was determined by GEOID03.
 RJ1169
 RJ1169;                    North         East     Units Scale Factor Converg.
 RJ1169;SPC MI N     -   191,685.590 8,144,250.029   MT  0.99990937   +1 21 29.9
 RJ1169;SPC MI N     -   628,889.73 26,719,980.41   iFT  0.99990937   +1 21 29.9
 RJ1169;UTM  16      - 5,150,496.758   644,217.596   MT  0.99985566   +1 21 47.6
 RJ1169
 RJ1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1169!SPC MI N     -   0.99996047  x   0.99990937  =   0.99986985
 RJ1169!UTM  16      -   0.99996047  x   0.99985566  =   0.99981614
 RJ1169
 RJ1169                          SUPERSEDED SURVEY CONTROL
 RJ1169
 RJ1169  NAD 83(1986)-  46 29 33.35265(N)    085 07 14.65273(W) AD(       ) 2
 RJ1169  NAD 27      -  46 29 33.29399(N)    085 07 14.31570(W) AD(       ) 2
 RJ1169
 RJ1169.Superseded values are not recommended for survey control.
 RJ1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1169.See file dsdata.txt to determine how the superseded data were derived.
 RJ1169
 RJ1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS4421850497(NAD 83)
 RJ1169_MARKER: Z = SEE DESCRIPTION
 RJ1169_SETTING: 0 = UNSPECIFIED SETTING
 RJ1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1169
 RJ1169  HISTORY     - Date     Condition        Report By
 RJ1169  HISTORY     - 1965     MONUMENTED       USE
 RJ1169
 RJ1169                          STATION DESCRIPTION
 RJ1169
 RJ1169'DESCRIBED BY US ENGINEERS 1965 (LMC)
 RJ1169'THE STATION IS LOCATED NEAR THE CENTER OF THE BASE OF THE
 RJ1169'ECKERMAN LOOKOUT
 RJ1169'TOWER, ABOUT 9-1/2 MILES NORTH-NORTHEAST OF HULBERT, 9-1/2 MILES
 RJ1169'NORTH-NORTHWEST OF ECKERMAN, IN THE SOUTHEAST 1/4
 RJ1169'SECTION 1, T. 47 N., R. 7W., AND ON PROPERTY
 RJ1169'OWNED BY THE 75 CLUB.  IT IS A CORPS OF ENGINEERS
 RJ1169'WAR DEPARTMENT U.S. ARMY STATION
 RJ1169'MARK DISK STAMPED ECKERMAN STATE A.M.S. 1950, SET IN THE TOP OF A 6
 RJ1169'INCH SQUARE CONCRETE POST WHICH
 RJ1169'PROJECTS 4 INCHES.  IT IS 0.46 FEET NORTHEAST OF THE CENTER OF THE
 RJ1169'BASE OF THE LOOKOUT TOWER.
 RJ1169'
 RJ1169'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123
 RJ1169'AT ECKERMAN CORNER (2 MILES
 RJ1169'SOUTH OF ECKERMAN), GO NORTH ON STATE HIGHWAY 123 FOR 10.05 MILES TO
 RJ1169'A Y-FORK.  TAKE THE LEFT FORK AND
 RJ1169'GO NORTHWEST ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.
 RJ1169'TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 RJ1169'MILE TO A TRACK ROAD ON THE RIGHT,
 RJ1169'AT SIGN ECKERMAN TOWER RD. TURN RIGHT AND GO NORTH ON THE TRACK
 RJ1169'ROAD FOR 1.05 MILE TO A DIM
 RJ1169'Y-FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON THE MAIN TRAVELED
 RJ1169'TRACK ROAD FOR 0.3 MILE TO THE SITE OF
 RJ1169'THE LOOKOUT TOWER AND THE STATION.
 RJ1169'
 RJ1169'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION ECKER 1965,
 RJ1169'THE DISTANCE BEING 34.95 FEET
 RJ1169'AND 10.6541 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5453 ***********************************************************************
 AH5453  DESIGNATION -  ED
 AH5453  PID         -  AH5453
 AH5453  STATE/COUNTY-  MI/CHIPPEWA
 AH5453  USGS QUAD   -  LIME ISLAND (1994)
 AH5453
 AH5453                         *CURRENT SURVEY CONTROL
 AH5453  ___________________________________________________________________
 AH5453* NAD 83(1994)-  46 05 56.15528(N)    083 58 43.14249(W)     ADJUSTED  
 AH5453* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5453  ___________________________________________________________________
 AH5453  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 AH5453  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 AH5453
 AH5453  HORZ ORDER  -  THIRD
 AH5453
 AH5453.The horizontal coordinates were established by classical geodetic methods
 AH5453.and adjusted by the National Geodetic Survey in November 1998..
 AH5453
 AH5453.The orthometric height was scaled from a topographic map.
 AH5453
 AH5453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5453
 AH5453.The geoid height was determined by GEOID03.
 AH5453
 AH5453;                    North         East     Units Scale Factor Converg.
 AH5453;SPC MI N     -   150,672.173 8,233,548.185   MT  0.99990810   +2 11 01.7
 AH5453;SPC MI N     -   494,331.28 27,012,953.36   iFT  0.99990810   +2 11 01.7
 AH5453;UTM  17      - 5,109,353.574   269,771.454   MT  1.00025165   -2 08 49.8
 AH5453;UTM  16      - 5,109,478.195   733,528.732   MT  1.00027046   +2 10 40.7
 AH5453
 AH5453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5453!SPC MI N     -   0.99997787  x   0.99990810  =   0.99988597
 AH5453!UTM  17      -   0.99997787  x   1.00025165  =   1.00022952
 AH5453!UTM  16      -   0.99997787  x   1.00027046  =   1.00024833
 AH5453
 AH5453                          SUPERSEDED SURVEY CONTROL
 AH5453
 AH5453.No superseded survey control is available for this station.
 AH5453
 AH5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6977109354(NAD 83)
 AH5453_MARKER: DD = SURVEY DISK
 AH5453_SETTING: 80 = SET IN A BOULDER
 AH5453_PROJECTION: FLUSH
 AH5453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5453+STABILITY: SURFACE MOTION
 AH5453
 AH5453  HISTORY     - Date     Condition        Report By
 AH5453  HISTORY     - 1988     MONUMENTED       NOS
 AH5453
 AH5453                          STATION DESCRIPTION
 AH5453
 AH5453'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5453'THE STATION IS LOCATED ON EDWARD ISLAND ON THE ST MARYS RIVER
 AH5453'NORTHEAST OF LIME ISLAND AND WEST OF ST JOSEPH ISLAND IN U S
 AH5453'TERRITORIAL WATERS.
 AH5453'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14882.
 AH5453'THE STATION IS A STANDARD NOS DISK STAMPED---ED 1988---,SET INTO A
 AH5453'DRILL HOLE IN A LARGE ROCK.  IT IS LOCATED 4.95 METERS (16.24 FEET)
 AH5453'SOUTH FROM A SMALL TWIN-TRUNKED TREE, 2.70 METERS (8.86 FEET) NORTH
 AH5453'FROM THE SOUTH WATERLINE, AND 2.45 METERS (8.04 FEET) EAST FROM THE
 AH5453'WEST WATERS EDGE.
 AH5453'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5453'DESCRIBED BY B A LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0601 ***********************************************************************
 OK0601  DESIGNATION -  EDMORE
 OK0601  PID         -  OK0601
 OK0601  STATE/COUNTY-  MI/MONTCALM
 OK0601  USGS QUAD   -  EDMORE (1964)
 OK0601
 OK0601                         *CURRENT SURVEY CONTROL
 OK0601  ___________________________________________________________________
 OK0601* NAD 83(1994)-  43 26 15.74647(N)    085 02 35.80666(W)     ADJUSTED  
 OK0601* NAVD 88     -       309.763  (meters)    1016.28   (feet)  ADJUSTED  
 OK0601  ___________________________________________________________________
 OK0601  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 OK0601  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 OK0601  DYNAMIC HT  -         309.707 (meters)    1016.10  (feet)  COMP
 OK0601  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 OK0601
 OK0601  HORZ ORDER  -  FIRST
 OK0601  VERT ORDER  -  FIRST     CLASS II
 OK0601
 OK0601.The horizontal coordinates were established by classical geodetic methods
 OK0601.and adjusted by the National Geodetic Survey in February 1997..
 OK0601
 OK0601.The orthometric height was determined by differential leveling
 OK0601.and adjusted by the National Geodetic Survey in January 2002..
 OK0601
 OK0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0601
 OK0601.The geoid height was determined by GEOID03.
 OK0601
 OK0601.The dynamic height is computed by dividing the NAVD 88
 OK0601.geopotential number by the normal gravity value computed on the
 OK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0601.degrees latitude (g = 980.6199 gals.).
 OK0601
 OK0601.The modeled gravity was interpolated from observed gravity values.
 OK0601
 OK0601;                    North         East     Units Scale Factor Converg.
 OK0601;SPC MI S     -   215,461.048 3,945,224.709   MT  0.99995338   -0 27 37.6
 OK0601;SPC MI S     -   706,893.20 12,943,650.62   iFT  0.99995338   -0 27 37.6
 OK0601;UTM  16      - 4,811,282.864   658,354.011   MT  0.99990846   +1 20 44.3
 OK0601
 OK0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0601!SPC MI S     -   0.99995654  x   0.99995338  =   0.99990992
 OK0601!UTM  16      -   0.99995654  x   0.99990846  =   0.99986500
 OK0601
 OK0601|---------------------------------------------------------------------|
 OK0601| PID    Reference Object                     Distance      Geod. Az  |
 OK0601|                                                           dddmmss.s |
 OK0601| CH0188 EDMORE RM 1                          27.375 METERS 06426     |
 OK0601| OK0600 EDMORE HART CANNING TALL STK        APPROX. 3.6 KM 1722713.3 |
 OK0601| OK0599 EDMORE DANISH LUTH CH SPIRE         APPROX. 3.2 KM 1754059.8 |
 OK0601| AH7853 EDMORE RM 2                          27.865 METERS 30527     |
 OK0601| CH0187 EDMORE AZ MK                                       3561435.5 |
 OK0601|---------------------------------------------------------------------|
 OK0601
 OK0601                          SUPERSEDED SURVEY CONTROL
 OK0601
 OK0601  NAD 83(1986)-  43 26 15.74350(N)    085 02 35.81885(W) AD(       ) 1
 OK0601  NAD 27      -  43 26 15.63000(N)    085 02 35.73900(W) AD(       ) 1
 OK0601
 OK0601.Superseded values are not recommended for survey control.
 OK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0601.See file dsdata.txt to determine how the superseded data were derived.
 OK0601
 OK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP5835411283(NAD 83)
 OK0601_MARKER: DS = TRIANGULATION STATION DISK
 OK0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0601_STAMPING: EDMORE 1932
 OK0601_MARK LOGO: CGS   
 OK0601_PROJECTION: FLUSH
 OK0601_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0601+STABILITY: SURFACE MOTION
 OK0601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0601+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 OK0601
 OK0601  HISTORY     - Date     Condition        Report By
 OK0601  HISTORY     - 1932     MONUMENTED       CGS
 OK0601  HISTORY     - 1963     SEE DESCRIPTION  USGS
 OK0601  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0601  HISTORY     - 1980     GOOD             MIDH
 OK0601  HISTORY     - 19921112 GOOD             NGS
 OK0601  HISTORY     - 19940622 GOOD             USPSQD
 OK0601  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 OK0601  HISTORY     - 20011205 GOOD             NGS
 OK0601
 OK0601                          STATION DESCRIPTION
 OK0601
 OK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0601'ABOUT 2 MILES NORTH OF
 OK0601'EDMORE, 100 YARDS
 OK0601'NORTHEAST OF SOUTHWEST CORNER OF SEC. 8, T. 12 N., R. 6 W., ON
 OK0601'LAND OWNED BY J. T. FAUGHT, ON SANDY
 OK0601'MOUND DIRECTLY EAST OF FILL WITH WHITEBOARD
 OK0601'GUARD FENCE ON EACH SIDE OF COUNTY ROUTE 571, 18 FEET
 OK0601'NORTH OF NORTH EDGE OF
 OK0601'SHALLOW SAND PIT, 100 YARDS SOUTHWEST OF STONE HOUSE, AND 91.8 FEET
 OK0601'NORTHEAST OF 6-INCH BLAZED
 OK0601'WILD-CHERRY TREE.  TO REACH FROM EDMORE, GO NORTH 2.1 MILES ON
 OK0601'COUNTY ROUTE 571 TO SANDY DRIVE
 OK0601'TO FAUGHTS HOUSE AT NORTH END OF FILL AND WHITE
 OK0601'GUARD FENCE ON EACH SIDE OF ROAD, PROCEED EAST
 OK0601'ABOUT 100 YARDS TO FAUGHTS HOUSE,
 OK0601'PASS AROUND REAR OF HOUSE BEARING RIGHT TO BARS LEADING TO GRAVEL
 OK0601'PIT, PASS THROUGH BARS, AND GO
 OK0601'SOUTHWEST ABOUT 80 YARDS TO TOP OF MOUND AND STATION SITE.  SURFACE
 OK0601'AND UNDERGROUND MARKS ARE
 OK0601'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND
 OK0601'7A.  UPPER MARK PROJECTS 6 INCHES.
 OK0601'REFERENCE MARKS AND AZIMUTH MARK ARE
 OK0601'STANDARD REFERENCE MARKS IN CONCRETE, NOTE 11A,
 OK0601'PROJECTING 6 INCHES.  NO. 1 IS
 OK0601'18.5 FEET SOUTHWEST OF 8-INCH MAPLE TREE, 117 FEET SOUTH OF WIRE
 OK0601'FENCE, AND 91.00 FEET (SLOPE)
 OK0601'FROM STATION IN AZIMUTH 244 DEG 26 MIN.  NO. 2 IS 102 FEET SOUTH OF
 OK0601'WIRE FENCE, 107 FEET NORTH OF
 OK0601'ABOVE-MENTIONED BLAZED WILD-CHERRY TREE, AND 91.45 FEET
 OK0601'FROM STATION IN AZIMUTH 125 DEG 27 MIN.
 OK0601'AZIMUTH MARK IS 10.1 METERS (33 FEET) WEST OF
 OK0601'CENTER LINE OF COUNTY ROUTE 571, 0.7 METER (2 FEET) EAST OF
 OK0601'FENCE WEST OF ROAD, ABOUT
 OK0601'100 METERS (328 FEET) SOUTH OF EAST-AND-WEST ROAD, ON WEST BANK OF
 OK0601'SHALLOW CUT, AND
 OK0601'APPROXIMATELY 0.8 MILE FROM STATION IN AZIMUTH 176 DEG 14 MIN 35 SEC.
 OK0601'AZIMUTH FROM STATION TO EDMORE
 OK0601'DANISH LUTHERAN CHURCH, TIP OF WEATHER VANE, IS 355 DEG 41 MIN 00
 OK0601'SEC.
 OK0601
 OK0601                          STATION RECOVERY (1963)
 OK0601
 OK0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0601'THE STATION MARK AND REFERENCE MARKS WERE FOUND DISTURBED BUT IN
 OK0601'GOOD CONDITION.
 OK0601'
 OK0601'THE AZIMUTH MARK WAS FOUND LAYING ON TOP OF THE GROUND IN DITCH.
 OK0601
 OK0601                          STATION RECOVERY (1969)
 OK0601
 OK0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0601'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0601'CONDITION.  THE
 OK0601'AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT RECOVERED.
 OK0601'NO SUITABLE LOCATION WAS FOUND FOR
 OK0601'A NEW AZIMUTH MARK.  FOLLOWING IS
 OK0601'A NEW DESCRIPTION.
 OK0601'
 OK0601'THE STATION IS LOCATED ABOUT 2 MILES NORTHWEST OF EDMORE, 1-1/2
 OK0601'MILES SOUTH OF
 OK0601'WYMAN IN THE SW 1/4 OF SEC. 8, T. 12 N., R. 6 W. AND
 OK0601'ON LAND OWNED BY MR. LEROY
 OK0601'BEARDSLEE.
 OK0601'
 OK0601'TO REACH THE STATION FROM THE POST OFFICE IN EDMORE GO WEST ON
 OK0601'STATE HIGHWAY 46
 OK0601'(MAIN STREET) FOR 0.15 MILE TO A CROSS ROAD.  TURN
 OK0601'RIGHT AND GO NORTH ON COUNTY ROAD
 OK0601'571 (N. 1ST STREET) FOR 2 MILES TO
 OK0601'A SIDE ROAD LEFT.  CONTINUE AHEAD ON COUNTY ROAD 571
 OK0601'FOR 0.1 MILE TO A
 OK0601'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO EAST ON THE DRIVEWAY FOR
 OK0601'0.05 MILE.  TURN
 OK0601'RIGHT AND GO SOUTH ACROSS A BRUSHY FIELD FOR ABOUT
 OK0601'150 FEET TO THE TOP OF THE SANDY
 OK0601'KNOLL AND THE STATION.
 OK0601'
 OK0601'THE STATION MARK IS A STANDARD DISK STAMPED EDMORE 1932, SET IN
 OK0601'THE TOP OF A
 OK0601'12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 OK0601'ABOVE THE GROUND SURFACE.
 OK0601'NOTE- 1A 7A
 OK0601'
 OK0601'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EDMORE NO 1 1932,
 OK0601'SET IN THE TOP OF
 OK0601'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OK0601'2 INCHES ABOVE THE GROUND SURFACE.
 OK0601'IT IS ABOUT 5 FEET LOWER THAN THE
 OK0601'STATION MARK.  NOTE- 11A
 OK0601'
 OK0601'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EDMORE NO 2 1932,
 OK0601'SET IN THE TOP OF
 OK0601'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 OK0601'1 INCH ABOVE THE GROUND SURFACE.
 OK0601'NOTE- 11A
 OK0601'
 OK0601'NO MEASUREMENTS BETWEEN R. M.S DUE TO BRUSH ON LINE.
 OK0601
 OK0601                          STATION RECOVERY (1980)
 OK0601
 OK0601'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0601'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 OK0601'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS PROBABLY
 OK0601'DESTROYED DUE TO DITCH CONSTRUCTION.
 OK0601'
 OK0601'THE STATION IS RECORDED AS BEING LOCATED IN SECTION 8, BUT SHOULD BE
 OK0601'LISTED AS BEING IN SECTION 9.
 OK0601
 OK0601                          STATION RECOVERY (1992)
 OK0601
 OK0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0601'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OK0601'EDMORE, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG WYMAN ROAD, 75.7 M
 OK0601'(248.4 FT) EAST OF THE ROAD CENTER, 73.2 M (240.2 FT) SOUTHWEST OF THE
 OK0601'SOUTHWEST CORNER OF A STONE HOUSE, 27.8 M (91.2 FT) SOUTHEAST OF
 OK0601'REFERENCE MARK 2, 7.8 M (25.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M
 OK0601'(1.6 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 OK0601'(0.3 FT) ABOVE THE GROUND SURFACE.
 OK0601
 OK0601                          STATION RECOVERY (1994)
 OK0601
 OK0601'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0601'RECOVERED IN GOOD CONDITION.
 OK0601
 OK0601                          STATION RECOVERY (1997)
 OK0601
 OK0601'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0601'MARK NOT FOUND.
 OK0601
 OK0601                          STATION RECOVERY (2001)
 OK0601
 OK0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0601'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7853 ***********************************************************************
 AH7853  DESIGNATION -  EDMORE RM 2
 AH7853  PID         -  AH7853
 AH7853  STATE/COUNTY-  MI/MONTCALM
 AH7853  USGS QUAD   -  EDMORE (1964)
 AH7853
 AH7853                         *CURRENT SURVEY CONTROL
 AH7853  ___________________________________________________________________
 AH7853* NAD 83(1986)-  43 26 16.     (N)    085 02 36.     (W)     SCALED    
 AH7853* NAVD 88     -       309.227  (meters)    1014.52   (feet)  ADJUSTED  
 AH7853  ___________________________________________________________________
 AH7853  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AH7853  DYNAMIC HT  -         309.170 (meters)    1014.34  (feet)  COMP
 AH7853  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 AH7853
 AH7853  VERT ORDER  -  FIRST     CLASS II
 AH7853
 AH7853.The horizontal coordinates were scaled from a topographic map and have
 AH7853.an estimated accuracy of +/- 6 seconds.
 AH7853
 AH7853.The orthometric height was determined by differential leveling
 AH7853.and adjusted by the National Geodetic Survey in January 2002..
 AH7853
 AH7853.The geoid height was determined by GEOID03.
 AH7853
 AH7853.The dynamic height is computed by dividing the NAVD 88
 AH7853.geopotential number by the normal gravity value computed on the
 AH7853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7853.degrees latitude (g = 980.6199 gals.).
 AH7853
 AH7853.The modeled gravity was interpolated from observed gravity values.
 AH7853
 AH7853;                    North         East    Units  Estimated Accuracy
 AH7853;SPC MI S     -   215,470.    3,945,220.      MT  (+/- 180 meters Scaled)
 AH7853
 AH7853                          SUPERSEDED SURVEY CONTROL
 AH7853
 AH7853.No superseded survey control is available for this station.
 AH7853
 AH7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP583112(NAD 83)
 AH7853_MARKER: DR = REFERENCE MARK DISK
 AH7853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7853_STAMPING: EDMORE NO 2 1932
 AH7853_MARK LOGO: CGS   
 AH7853_PROJECTION: FLUSH
 AH7853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7853+STABILITY: SURFACE MOTION
 AH7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7853+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 AH7853
 AH7853  HISTORY     - Date     Condition        Report By
 AH7853  HISTORY     - 1932     MONUMENTED       CGS
 AH7853  HISTORY     - 19921112 GOOD             CGS
 AH7853
 AH7853                          STATION DESCRIPTION
 AH7853
 AH7853'DESCRIBED BY COAST AND GEODETIC SURVEY 1992 (RHK)
 AH7853'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7853'EDMORE, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG WYMAN ROAD, 68.0 M
 AH7853'(223.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A STONE HOUSE, 50.4 M
 AH7853'(165.4 FT) EAST OF THE ROAD CENTER, 27.8 M (91.2 FT) NORTHWEST OF
 AH7853'TRIANGULATION STATION EDMORE, 7.8 M (25.6 FT) ABOVE THE LEVEL OF THE
 AH7853'ROAD, 0.5 M (1.6 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH
 AH7853'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0637 ***********************************************************************
 RK0637  DESIGNATION -  EDMUNDS
 RK0637  PID         -  RK0637
 RK0637  STATE/COUNTY-  MI/ALGER
 RK0637  USGS QUAD   -  
 RK0637
 RK0637                         *CURRENT SURVEY CONTROL
 RK0637  ___________________________________________________________________
 RK0637* NAD 83(1994)-  46 29 24.88871(N)    086 24 25.60858(W)     ADJUSTED  
 RK0637* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 RK0637  ___________________________________________________________________
 RK0637  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 RK0637  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 RK0637
 RK0637  HORZ ORDER  -  FIRST
 RK0637
 RK0637.The horizontal coordinates were established by classical geodetic methods
 RK0637.and adjusted by the National Geodetic Survey in February 1997..
 RK0637
 RK0637.The orthometric height was scaled from a topographic map.
 RK0637
 RK0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0637
 RK0637.The geoid height was determined by GEOID03.
 RK0637
 RK0637;                    North         East     Units Scale Factor Converg.
 RK0637;SPC MI N     -   189,884.328 8,045,515.086   MT  0.99990922   +0 25 42.7
 RK0637;SPC MI N     -   622,980.08 26,396,046.87   iFT  0.99990922   +0 25 42.7
 RK0637;UTM  16      - 5,148,690.370   545,501.394   MT  0.99962545   +0 25 48.0
 RK0637
 RK0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0637!SPC MI N     -   0.99995710  x   0.99990922  =   0.99986633
 RK0637!UTM  16      -   0.99995710  x   0.99962545  =   0.99958257
 RK0637
 RK0637:                Primary Azimuth Mark                     Grid Az
 RK0637:SPC MI N     -  BUCK HILL LOOKOUT TOWER                  045 03 08.5
 RK0637:UTM  16      -  BUCK HILL LOOKOUT TOWER                  045 03 03.2
 RK0637
 RK0637|---------------------------------------------------------------------|
 RK0637| PID    Reference Object                     Distance      Geod. Az  |
 RK0637|                                                           dddmmss.s |
 RK0637| RK0612 BUCK HILL LOOKOUT TOWER             APPROX. 4.7 KM 0452851.2 |
 RK0637| CH1096 EDMUNDS RM 1                         22.883 METERS 12205     |
 RK0637| RK0635 SHINGLETON                          APPROX.21.3 KM 1922829.8 |
 RK0637| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.21.9 KM 2465700.5 |
 RK0637| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.21.9 KM 2471018.3 |
 RK0637| CH1097 EDMUNDS RM 2                         19.833 METERS 32232     |
 RK0637|---------------------------------------------------------------------|
 RK0637
 RK0637                          SUPERSEDED SURVEY CONTROL
 RK0637
 RK0637  NAD 83(1986)-  46 29 24.88336(N)    086 24 25.60584(W) AD(       ) 1
 RK0637  NAD 27      -  46 29 25.04018(N)    086 24 25.01152(W) AD(       ) 1
 RK0637
 RK0637.Superseded values are not recommended for survey control.
 RK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0637.See file dsdata.txt to determine how the superseded data were derived.
 RK0637
 RK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES4550148690(NAD 83)
 RK0637_MARKER: N = NAIL
 RK0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0637
 RK0637  HISTORY     - Date     Condition        Report By
 RK0637  HISTORY     - 1919     MONUMENTED       USLS
 RK0637  HISTORY     - 1938     GOOD             CGS
 RK0637  HISTORY     - 1952     GOOD             CGS
 RK0637  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RK0637
 RK0637                          STATION DESCRIPTION
 RK0637
 RK0637'DESCRIBED BY US LAKE SURVEY 1919
 RK0637'IN NORTHEAST CORNER OF SEC. 10, T. 47 N., R. 17 W., ON WEST
 RK0637'EXTENSION OF HIGH HILL.  MARKED BY NAILS IN CENTERS OF TOPS OF
 RK0637'DOUBLE CONCRETE MONUMENT.  UPPER MONUMENT PROJECTS 3 INCHES ABOVE
 RK0637'GROUND.  BEARING FROM STATION TO SECTION CORNER, 537.25 FEET
 RK0637'DISTANT, IS N 04 DEG 59 MIN E.
 RK0637
 RK0637                          STATION RECOVERY (1938)
 RK0637
 RK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 RK0637'STATION RECOVERED IN GOOD CONDITION.  SEVERAL CUBIC FEET OF STONES
 RK0637'HAVE BEEN PLACED AROUND THE STATION MAKING IT MORE CONSPICOUS.  A
 RK0637'LARGE STONE, ROUGHLY FLAT AND TRIANGULAR IN SHAPE (8-BY 14-BY
 RK0637'20-IN.) WITH A TRIANGLE LIGHTLY CARVED ON ITS SURFACE, HAS BEEN
 RK0637'PLACED DIRECTLY OVER THE STATION.  MARKED BY A DOUBLE
 RK0637'CONCRETE MONUMENT, TOP OF LOWER ONE BEING 2 FEET BELOW GROUND
 RK0637'SURFACE, UPPER ONE 3 INCHES ABOVE SURFACE, BOTH MARKED WITH NAIL
 RK0637'CENTERS.
 RK0637'
 RK0637'AN 8 INCH IN DIAMETER, 4 FEET HIGH CEDAR POST, WITH A BLAZED FACE
 RK0637'SCRIBED WITH A 4 INCH TRIANGLE AND THE WORD EDMUNDS CARVED IN 1 INCH
 RK0637'LETTERS, BEARS S FROM THE STATION 3-1/2 FEET.
 RK0637'
 RK0637'TO REACH THE STATION FROM THE VILLAGE OF MELSTRAND ON THE MAIN ROAD
 RK0637'LEADING TO THE NE, PROCEED ABOUT 1-1/2 MI. TO THE JUNCTION WITH A
 RK0637'PRIMITIVE ROAD BEARING N.  FOLLOW THE PRIMITIVE ROAD FOR ABOUT 1/2
 RK0637'MI., THEN BEAR LEFT (W) TO THE W EXTENSION OF THE HIGH HILL AND
 RK0637'THE STATION SITE.
 RK0637
 RK0637                          STATION RECOVERY (1952)
 RK0637
 RK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 RK0637'STATION MARK RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT IS
 RK0637'ABOUT FLUSH WITH THE GROUND, WITH ONE LARGE STONE AND SEVERAL SMALL
 RK0637'ONES PILED OVER IT, WITH A POST SET AT ITS EDGE AND A TRIANGLE
 RK0637'BLAZE ON THE POST.  IT IS TO THE NW OF THE HIGHEST PART OF THE
 RK0637'HILL.
 RK0637'
 RK0637'TO REACH FROM THE STORE IN THE SMALL VILLAGE OF MELSTRAND, FOLLOW
 RK0637'A GRAVEL ROAD NE FOR 1.6 MI. TO A SIDE ROAD ON THE LEFT, TURN LEFT
 RK0637'AND FOLLOW THE SIDE ROAD THAT PARALLELS THE MAIN ROAD FOR 0.05 MI. TO
 RK0637'A DIM TRACK ROAD N, TURN N AND FOLLOW THE DIM TRACK ROAD FOR ABOUT
 RK0637'0.4 MI. TO A FORK, KEEP THE LEFT FORK AND GO ABOUT 0.25 MI. TO
 RK0637'THE BASE OF THE STATION HILL.
 RK0637
 RK0637                          STATION RECOVERY (1965)
 RK0637
 RK0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0637'THE STATION WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE MARKS
 RK0637'WERE ESTABLISHED AT THIS TIME.  A NEW DESCRIPTION FOLLOWS.
 RK0637'
 RK0637'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF MELSTRAND, 10 MILES
 RK0637'NORTHEAST OF SHINGLETON, AT THE WEST END OF A SMALL RIDGE, AND ON
 RK0637'STATE FOREST LAND.
 RK0637'
 RK0637'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0637'SHINGLETON, GO NORTH ON A PAVED ROAD FOR 4.95 MILES TO A T-ROAD.
 RK0637'TURN RIGHT AND GO EASTERLY ON A PAVED ROAD FOR 4.7 MILES TO A SIDE
 RK0637'ROAD LEFT AT THE END OF THE PAVED ROAD IN THE NORTH EDGE OF
 RK0637'MELSTRAND. CONTINUE NORTHERLY ON A GRAVELED ROAD FOR 1.35 MILES TO A
 RK0637'WOODS ROAD ON THE LEFT.  TURN LEFT AND GO NORTHERLY ON THE WOODS
 RK0637'ROAD FOR 0.75 MILE TO A Y-FORK.  TAKE THE LEFT FORK AND GO
 RK0637'WESTERLY ON A WOODS ROAD FOR 0.05 MILE TO A DIM WOODS ROAD ON
 RK0637'THE LEFT.  TURN LEFT AND GO SOUTHERLY ON THE DIM WOODS ROAD FOR
 RK0637'0.05 MILE TO THE TOP OF A RIDGE AND THE STATION.
 RK0637'
 RK0637'THE STATION IS A SPIKE NAIL SET IN THE TOP OF AN 8 INCH ROUND
 RK0637'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT
 RK0637'IS SET IN THE CENTER, AND THE HIGHEST POINT OF THE RIDGE, 3.5 FEET
 RK0637'NORTH OF A CEDAR POST WITH A TRANGLE AND THE LETTERS EDMUNDS
 RK0637'INSCRIBED ON THE NORTH SIDE, AND 4 FEET EAST OF A METAL WITNESS POST.
 RK0637'THE UNDERGROUND MONUMENT WAS NOT INSPECTED AT THIS TIME.
 RK0637'
 RK0637'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 RK0637'EDMUNDS USLS NO. 1 1965.  IT IS WELDED TO THE TOP OF A 2 INCH CAST
 RK0637'IRON PIPE THAT IS REINFORCED WITH CONCRETE.  THE DISK PROJECTS 6
 RK0637'INCHES.  IT IS 79.5 FEET SOUTHEAST OF THE METAL WITNESS POST, AND
 RK0637'4 FEET SOUTHWEST OF A 6 INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON
 RK0637'THE WEST SIDE.
 RK0637'
 RK0637'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 RK0637'EDMUNDS USLS NO. 2 1965.  IT IS WELDED TO THE TOP OF A 2 INCH CAST
 RK0637'IRON PIPE THAT IS REINFORCED WITH CONCRETE.  THE DISK PROJECTS 6
 RK0637'INCHES.  IT IS 62 FEET NORTHWEST OF THE METAL WITNESS POST, 15 FEET
 RK0637'SOUTHWEST OF THE DIM WOODS ROAD, AND 4 FEET SOUTHEAST OF A 6 INCH
 RK0637'BEECH TREE WITH A TRIANGULAR BLAZE ON THE SOUTHEAST SIDE.
 RK0637'
 RK0637'NOTE--NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RK0637'TIME.
 RK0637'
 RK0637'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8079 ***********************************************************************
 AA8079  CBN         -  This is a Cooperative Base Network Control Station.
 AA8079  DESIGNATION -  EDZ HARN
 AA8079  PID         -  AA8079
 AA8079  STATE/COUNTY-  MI/ALGER
 AA8079  USGS QUAD   -  AU TRAIN (1985)
 AA8079
 AA8079                         *CURRENT SURVEY CONTROL
 AA8079  ___________________________________________________________________
 AA8079* NAD 83(1994)-  46 25 59.34893(N)    086 50 22.35295(W)     ADJUSTED  
 AA8079* NAVD 88     -       188.5    (meters)     618.     (feet)  GPS OBS   
 AA8079  ___________________________________________________________________
 AA8079  X           -     242,784.735 (meters)                     COMP
 AA8079  Y           -  -4,396,967.625 (meters)                     COMP
 AA8079  Z           -   4,598,673.286 (meters)                     COMP
 AA8079  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA8079  ELLIP HEIGHT-         153.27  (meters)          (07/12/02) GPS OBS
 AA8079  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 AA8079
 AA8079  HORZ ORDER  -  B
 AA8079  ELLP ORDER  -  FOURTH    CLASS II
 AA8079
 AA8079.The horizontal coordinates were established by GPS observations
 AA8079.and adjusted by the National Geodetic Survey in September 1995..
 AA8079
 AA8079.The orthometric height was determined by GPS observations and a
 AA8079.high-resolution geoid model.
 AA8079
 AA8079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8079
 AA8079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8079
 AA8079.The ellipsoidal height was determined by GPS observations
 AA8079.and is referenced to NAD 83.
 AA8079
 AA8079.The geoid height was determined by GEOID03.
 AA8079
 AA8079;                    North         East     Units Scale Factor Converg.
 AA8079;SPC MI N     -   183,380.552 8,012,331.056   MT  0.99990616   +0 06 57.5
 AA8079;SPC MI N     -   601,642.23 26,287,175.38   iFT  0.99990616   +0 06 57.5
 AA8079;UTM  16      - 5,142,188.042   512,327.288   MT  0.99960187   +0 06 58.5
 AA8079
 AA8079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8079!SPC MI N     -   0.99997597  x   0.99990616  =   0.99988214
 AA8079!UTM  16      -   0.99997597  x   0.99960187  =   0.99957785
 AA8079
 AA8079                          SUPERSEDED SURVEY CONTROL
 AA8079
 AA8079  ELLIP H (09/20/95)  153.26   (m)                       GP(       ) 1 2
 AA8079
 AA8079.Superseded values are not recommended for survey control.
 AA8079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8079.See file dsdata.txt to determine how the superseded data were derived.
 AA8079
 AA8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1232742188(NAD 83)
 AA8079_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8079_STAMPING: EDZ H.A.R.N. 1993
 AA8079_MARK LOGO: NGS   
 AA8079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8079+STABILITY: SURFACE MOTION
 AA8079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8079+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA8079
 AA8079  HISTORY     - Date     Condition        Report By
 AA8079  HISTORY     - 1993     MONUMENTED       NGS
 AA8079
 AA8079                          STATION DESCRIPTION
 AA8079
 AA8079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLR)
 AA8079'STATION IS LOCATED ABOUT 15 KM (9.30 MI) WEST OF MUNISING, NEAR THE
 AA8079'MENS REST ROOM IN THE LAKE SUPERIOR SCENIC VIEW ROADSIDE PARK THAT IS
 AA8079'JUST NORTH OF THE VILLAGE OF AU TRAIN, IN SECTION 32, T 47 N, R 20 W
 AA8079'AND ON THE AU TRAIN QUADRANGLE MAP.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 AA8079'TRANSPORTATION.  NOTE--LIMITED PARKING WITHIN 30 M (98.4 FT) OF
 AA8079'STATION DUE TO SAND.  SUGGEST TO PARK ON HARD PACKED SAND BETWEEN REST
 AA8079'ROOMS.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 28 AND ALGER
 AA8079'COUNTY ROAD H03 AT THE BLINKING TRAFFIC SIGNAL ON THE NORTH SIDE OF AU
 AA8079'TRAIN, GO NORTHERLY INTO THE PARKING AREA FOR THE ROADSIDE PARK AND
 AA8079'FOLLOW THE ONE-WAY PAVED ROAD DRIVE NORTHWESTERLY FOR ABOUT 0.15 MI
 AA8079'(0.24 KM) TO THE STATION ON THE RIGHT NEAR THE MENS REST ROOM. STATION
 AA8079'PROJECTS 11 CM ABOVE GROUND.  IT IS 230 FT (70.1 M) NORTH OF THE
 AA8079'CENTERLINE OF HIGHWAY 28, 48.1 FT (14.7 M) SOUTHEAST OF THE SOUTHEAST
 AA8079'CORNER OF THE MENS REST ROOM, 21.5 FT (6.6 M) WEST-SOUTHWEST FROM THE
 AA8079'CENTER OF THE DRIVE AND 2.5 FT (0.8 M) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0607 ***********************************************************************
 RK0607  DESIGNATION -  ELBACK RESET
 RK0607  PID         -  RK0607
 RK0607  STATE/COUNTY-  MI/ALGER
 RK0607  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0607
 RK0607                         *CURRENT SURVEY CONTROL
 RK0607  ___________________________________________________________________
 RK0607* NAD 83(1994)-  46 32 25.68599(N)    086 02 29.15439(W)     ADJUSTED  
 RK0607* NAVD 88     -       314.3    (meters)    1031.     (feet)  VERTCON   
 RK0607  ___________________________________________________________________
 RK0607  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RK0607  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 RK0607
 RK0607  HORZ ORDER  -  FIRST
 RK0607
 RK0607.The horizontal coordinates were established by classical geodetic methods
 RK0607.and adjusted by the National Geodetic Survey in February 1997..
 RK0607
 RK0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0607
 RK0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0607
 RK0607.The geoid height was determined by GEOID03.
 RK0607
 RK0607;                    North         East     Units Scale Factor Converg.
 RK0607;SPC MI N     -   195,740.825 8,073,519.364   MT  0.99991273   +0 41 34.2
 RK0607;SPC MI N     -   642,194.31 26,487,924.42   iFT  0.99991273   +0 41 34.2
 RK0607;UTM  16      - 5,154,546.373   573,497.982   MT  0.99966640   +0 41 44.9
 RK0607
 RK0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0607!SPC MI N     -   0.99995630  x   0.99991273  =   0.99986904
 RK0607!UTM  16      -   0.99995630  x   0.99966640  =   0.99962272
 RK0607
 RK0607:                Primary Azimuth Mark                     Grid Az
 RK0607:SPC MI N     -  GYPSY LAKE USAF RADAR DOME               024 07 53.5
 RK0607:UTM  16      -  GYPSY LAKE USAF RADAR DOME               024 07 42.8
 RK0607
 RK0607|---------------------------------------------------------------------|
 RK0607| PID    Reference Object                     Distance      Geod. Az  |
 RK0607|                                                           dddmmss.s |
 RK0607| RK0608 GYPSY LAKE USAF RADAR DOME          APPROX. 0.9 KM 0244927.7 |
 RK0607| CH1098 ELBACK RM 1                          19.325 METERS 10802     |
 RK0607| CH1099 ELBACK RM 2                          14.378 METERS 23837     |
 RK0607| RK0606 GYPSY                               APPROX. 0.9 KM 3534252.0 |
 RK0607|---------------------------------------------------------------------|
 RK0607
 RK0607                          SUPERSEDED SURVEY CONTROL
 RK0607
 RK0607  NAD 83(1986)-  46 32 25.68036(N)    086 02 29.15139(W) AD(       ) 1
 RK0607  NAD 27      -  46 32 25.76598(N)    086 02 28.57240(W) AD(       ) 1
 RK0607  NGVD 29 (07/19/86)  314.3    (m)         1031.     (f) VERT ANG       
 RK0607
 RK0607.Superseded values are not recommended for survey control.
 RK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0607.See file dsdata.txt to determine how the superseded data were derived.
 RK0607
 RK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7349854546(NAD 83)
 RK0607_MARKER: DS = TRIANGULATION STATION DISK
 RK0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0607_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0607_STAMPING: ELBACK 1920 1965
 RK0607_MARK LOGO: CGS   
 RK0607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0607+STABILITY: SURFACE MOTION
 RK0607
 RK0607  HISTORY     - Date     Condition        Report By
 RK0607  HISTORY     - 1920     MONUMENTED       USLS
 RK0607  HISTORY     - 1949     SEE DESCRIPTION  CGS
 RK0607  HISTORY     - 1964     POOR             CGS
 RK0607  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RK0607  HISTORY     - 19960605 GOOD             MI-003
 RK0607
 RK0607                          STATION DESCRIPTION
 RK0607
 RK0607'DESCRIBED BY US LAKE SURVEY 1920
 RK0607'ABOUT 3/4 MILE NORTHWEST OF BEAVER JUNCTION, ON EAST POINT OF HIGH
 RK0607'RIDGE.  TO REACH FROM BEAVER JUNCTION, GO WEST ABOUT 1.1 MILES ALONG
 RK0607'MUNSING ROAD TO INTERSECTION OF NEW ROAD TO NORTH AT MIDDLE OF
 RK0607'FIRST CURVE TO SOUTH, TURN NORTH AND CONTINUE 0.4 MILE TO STATION
 RK0607'SITE.  MARKED BY DOUBLE CONCRETE MONUMENT (EACH ABOUT SIZE OF
 RK0607'NAIL KEG).  UPPER MONUMENT PROJECTS 4 INCHES ABOVE GROUND.
 RK0607
 RK0607                          STATION RECOVERY (1949)
 RK0607
 RK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 RK0607'STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 RK0607'
 RK0607'STATION IS LOCATED 10 MI. S OF GRAND MARAIS.  MARKED BY A 1/2-INCH
 RK0607'HEAD OF A SPIKE CENTERED IN THE TOP OF A 9-INCH IN DIAMETER
 RK0607'CONCRETE MONUMENT FORMED IN A NAIL KEG.  MONUMENT IS FLUSH WITH
 RK0607'GROUND, SURROUNDED WITH STONES, AND MARKED USLS 1920.
 RK0607'
 RK0607'REFERENCE MONUMENTS ARE 6-INCH IN DIAMETER CONCRETE POSTS 48 INCHES
 RK0607'LONG WITH BRONZE DISKS ON TOP.
 RK0607'
 RK0607'REFERENCE MONUMENT 1 IS NEAR THE E END OF THE RIDGE, ABOUT 2 FEET
 RK0607'LOWER THAN THE STATION, BEARS S 69 DEG 28 MIN E, 63.41 FEET FROM THE
 RK0607'STATION.
 RK0607'
 RK0607'REFERENCE MONUMENT 2 IS NEAR THE S SIDE OF THE RIDGE, BEARS S 61 DEG
 RK0607'00 MIN W, 47.24 FEET FROM THE STATION.
 RK0607'
 RK0607'A BLAZED 25-INCH BEECH TREE BEARS S 24 DEG 08 MIN E, 32.98 FEET FROM
 RK0607'THE STATION.
 RK0607'
 RK0607'TO REACH THE STATION FROM THE GRAND MARAIS POST OFFICE, GO W TO M-77,
 RK0607'TURN S FOR 10 MI. TO ADAMS TRAIL, TURN RIGHT (W) FOR 1.5 MI. TO THE
 RK0607'JUNCTION WITH A ROAD ANGLING TO THE LEFT, TURN RIGHT (N) ON GYPSY
 RK0607'LAKE FIRE TOWER ROAD FOR 0.3 MI. TO THE TOP OF THE RIDGE, FOLLOW
 RK0607'THE ABANDONED ROAD AND RIDGE E FOR 0.2 MI. TO A SMALL CLEARING NEAR
 RK0607'THE E END OF THE RIDGE AND THE STATION.
 RK0607
 RK0607                          STATION RECOVERY (1964)
 RK0607
 RK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 RK0607'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED.  THE
 RK0607'STATION MARK HAS BEEN HIT BY LOGGING OPERATION AND THE SURFACE MARK
 RK0607'LEANS CONSIDERABLE.  IT IS A ROUND MONUMENT FORMED BY THE USE OF A
 RK0607'NAIL KEG, HAS A SPIKE IN THE CENTER AND INSCRIBED IN THE CONCRETE
 RK0607'USLS 1920.  IT IS ABOUT FLUSH WITH THE GROUND WITH A LARGE ROCK
 RK0607'LYING ON THE EAST EDGE.  LOCATED NEAR THE EASTERN END OF A
 RK0607'NARROW RIDGE, 33 FEET SOUTH OF A 40-INCH TRIANGULAR BLAZED BEECH
 RK0607'TREE AND 36.5 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 8-INCH
 RK0607'MAPLE TREE.
 RK0607'
 RK0607'REFERENCE MARK NO. 1, A U.S. CORPS OF ENGINEERS, BRONZ DISK IN THE
 RK0607'TOP OF A 6-INCH CONCRETE POST PROJECTING 6 INCHES, STAMPED, 63.41
 RK0607'ELBACK 1920 NO 1.  IT IS ON THE NARROW RIDGE, 28 FEET EAST OF THE
 RK0607'TRIANGULAR BLAZED 8-INCH MAPLE TREE.
 RK0607'
 RK0607'REFERENCE MARK NO. 2, A U.S. CORPS OF ENGINEERS BRONZ DISK IN THE TOP
 RK0607'OF A 6-INCH CONCRETE POST PROJECTING 4 INCHES, STAMPED 47.24 ELBACK
 RK0607'U.S. LAKE SURVEY.  IT IS 12 FEET NORTH OF A TRIANGULAR BLAZED BEECH
 RK0607'TREE.
 RK0607'
 RK0607'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 ABOUT 0.1
 RK0607'MILE WEST OF THE SCHOOL HOUSE, IN SENEY, GO NORTHERLY ON HIGHWAY 77
 RK0607'FOR 15 MILES TO A SIDEROAD LEFT AND A SIGN, ADAMS TRAIL.  TURN
 RK0607'LEFT, GO WESTERLY ON A GRAVELED ROAD FOR 2.35 MILES TO A FORK.
 RK0607'KEEP THE RIGHT FORK AND GO 0.2 MILE TO A SIDEROAD RIGHT.
 RK0607'AND A SIGN GYPSY LAKE TOWER RD.  TURN RIGHT, GO NORTH 0.2 MILE TO
 RK0607'OLD SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.2 MILE TO
 RK0607'A TRIANGULAR BLAZED 14-INCH MAPLE TREE ON THE RIGHT.  PACK
 RK0607'NORTHERLY ON OLD DIM TRAIL TO THE RIDGE, THENCE RIGHT EASTERLY
 RK0607'ALONG THE RIDGE FOR A TOTAL DISTANCE OF ABOUT 135 PACES TO THE
 RK0607'STATION.
 RK0607
 RK0607                          STATION RECOVERY (1965)
 RK0607
 RK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0607'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE SURFACE
 RK0607'MONUMENT WAS FOUND LEANING, AND WAS REPLACED AT THIS TIME.  THE
 RK0607'DISTANCES TO THE REFERENCE MARKS CHECKED.  A NEW DESCRIPTION
 RK0607'FOLLOWS--
 RK0607'
 RK0607'THE STATION IS LOCATED AT THE EAST END OF A HIGH TIMBERED RIDGE,
 RK0607'ABOUT 14-1/2 MILES NORTH-NORTHWEST OF SENEY, 9-1/2 MILES SOUTH
 RK0607'SOUTHWEST OF GRAND MARAIS, 1/2 MILE SOUTHEAST OF THE GYPSY LAKE
 RK0607'U.S.A.F. RADAR INSTALLATION AND ON STATE OWNED PROPERTY.
 RK0607'
 RK0607'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0607'IN SENEY, GO NORTH ON STATE HIGHWAY 77 FOR 15.1 MILES TO A SIDE ROAD
 RK0607'LEFT (ADAMS TRAIL).  TURN LEFT AND GO WESTERLY ON A GRAVELED ROAD
 RK0607'FOR 1.4 MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO NORTHWEST ON
 RK0607'A GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT (GYPSY LAKE
 RK0607'TOWER ROAD).  TURN RIGHT AND GO NORTHEAST ON A TRACK ROAD FOR 0.2
 RK0607'MILE TO A DIM SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON A
 RK0607'DIM TRACK ROAD FOR 0.2 MILE TO A 10 INCH MAPLE TREE WITH A
 RK0607'TRIANGULAR BLAZE ON THE RIGHT.  TURN LEFT AND GO NORTH FOR 0.05
 RK0607'MILE TO THE TOP OF A RIDGE.  TURN RIGHT AND GO SOUTHEAST
 RK0607'FOLLOWING THE CREST OF THE RIDGE FOR 0.05 MILE TO A SMALL CLEARING
 RK0607'AND THE STATION.
 RK0607'
 RK0607'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED ELBACK 1920
 RK0607'1965, SET IN THE TOP OF A 18 INCH IN DIAMETER CONCRETE MONUMENT
 RK0607'WHICH PROJECTS 1 INCH.  IT IS 48 FEET EAST OF AN 18 INCH MAPLE TREE,
 RK0607'61 FEET NORTHEAST OF A 20 INCH MAPLE TREE, 32 FEET SOUTH OF A 20
 RK0607'INCH BEECH TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE AND 5.5
 RK0607'FEET SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 RK0607'MONUMENT IS A SPIKE NAIL SET IN THE TOP OF A 9 INCH IN DIAMETER
 RK0607'CONCRETE MONUMENT WHICH IS 18 INCHES UNDERGROUND.
 RK0607'
 RK0607'REFERENCE MARK NO. 1, IS A STANDARD CORPS OF ENGINEERS U.S. LAKE
 RK0607'SURVEY REFERENCE MARK DISK STAMPED ELBACK NO 1 1920 63.40 (FEET),
 RK0607'SET IN THE TOP OF A 6 INCH IN DIAMETER CONCRETE POST WHICH PROJECTS
 RK0607'6 INCHES.  IT IS 12 FEET WEST OF A 16 INCH BEECH TREE, 10 FEET
 RK0607'NORTHEAST OF A 20 INCH MAPLE TREE AND 1.6 FEET NORTHEAST OF A
 RK0607'METAL WITNESS POST.
 RK0607'
 RK0607'REFERENCE MARK NO. 2, IS A STANDARD CORPS OF ENGINEERS U.S. LAKE
 RK0607'SURVEY REFERENCE MARK DISK STAMPED ELBACK NO 2 1920 47.17 (FEET),
 RK0607'SET IN THE TOP OF A 6 INCH IN DIAMETER CONCRETE POST WHICH PROJECTS
 RK0607'4 INCHES.  IT IS 17 FEET NORTHEAST OF A 20 INCH BEECH TREE, 9
 RK0607'FEET SOUTHEAST OF THE 18 INCH MAPLE TREE AND 1.5 FEET SOUTHEAST
 RK0607'OF A METAL WITNESS POST.
 RK0607'
 RK0607'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0607
 RK0607                          STATION RECOVERY (1996)
 RK0607
 RK0607'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0607'STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0466 ***********************************************************************
 QL0466  DESIGNATION -  ELEVATOR USLS 1903
 QL0466  PID         -  QL0466
 QL0466  STATE/COUNTY-  MI/DELTA
 QL0466  USGS QUAD   -  GLADSTONE (1985)
 QL0466
 QL0466                         *CURRENT SURVEY CONTROL
 QL0466  ___________________________________________________________________
 QL0466* NAD 83(1994)-  45 51 03.82007(N)    087 00 33.40158(W)     ADJUSTED  
 QL0466* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QL0466  ___________________________________________________________________
 QL0466  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 QL0466  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 QL0466
 QL0466  HORZ ORDER  -  SECOND
 QL0466
 QL0466.The horizontal coordinates were established by classical geodetic methods
 QL0466.and adjusted by the National Geodetic Survey in February 1997..
 QL0466
 QL0466.The orthometric height was scaled from a topographic map.
 QL0466
 QL0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0466
 QL0466.The geoid height was determined by GEOID03.
 QL0466
 QL0466;                    North         East     Units Scale Factor Converg.
 QL0466;SPC MI N     -   118,672.087 7,999,279.402   MT  0.99993138   -0 00 24.1
 QL0466;SPC MI N     -   389,344.12 26,244,354.99   iFT  0.99993138   -0 00 24.1
 QL0466;UTM  16      - 5,077,499.621   499,279.641   MT  0.99960001   -0 00 24.0
 QL0466
 QL0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0466!SPC MI N     -   0.99997783  x   0.99993138  =   0.99990921
 QL0466!UTM  16      -   0.99997783  x   0.99960001  =   0.99957785
 QL0466
 QL0466                          SUPERSEDED SURVEY CONTROL
 QL0466
 QL0466  NAD 83(1986)-  45 51 03.81783(N)    087 00 33.39935(W) AD(       ) 2
 QL0466  NAD 27      -  45 51 03.93700(N)    087 00 32.89300(W) AD(       ) 2
 QL0466
 QL0466.Superseded values are not recommended for survey control.
 QL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0466.See file dsdata.txt to determine how the superseded data were derived.
 QL0466
 QL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9928077500(NAD 83)
 QL0466
 QL0466  HISTORY     - Date     Condition        Report By
 QL0466  HISTORY     - 1903     MONUMENTED       USLS
 QL0466  HISTORY     - 20040607 MARK NOT FOUND   GEOCAC
 QL0466
 QL0466                          STATION DESCRIPTION
 QL0466
 QL0466'DESCRIBED BY US LAKE SURVEY 1903
 QL0466'CENTER OF
 QL0466'POLE, USED FOR
 QL0466'NIGHT DISPLAY OF WEATHER SIGNALS, ON CENTER OF MINNEAPOLIS, ST. PAUL
 QL0466'AND SAULT STE. MARIE RAILWAY CO.S
 QL0466'GRAIN ELEVATOR AT GLADSTONE.
 QL0466
 QL0466                          STATION RECOVERY (2004)
 QL0466
 QL0466'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0466'GRAIN ELEVATOR IS NO LONGER IN EXISTENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0934 ***********************************************************************
 RJ0934  DESIGNATION -  ELISHA IBC 1944
 RJ0934  PID         -  RJ0934
 RJ0934  STATE/COUNTY-  MI/CHIPPEWA
 RJ0934  USGS QUAD   -  OAK RIDGE (1976)
 RJ0934
 RJ0934                         *CURRENT SURVEY CONTROL
 RJ0934  ___________________________________________________________________
 RJ0934* NAD 83(1994)-  46 21 00.85780(N)    084 07 45.54130(W)     ADJUSTED  
 RJ0934* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0934  ___________________________________________________________________
 RJ0934  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 RJ0934  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0934
 RJ0934  HORZ ORDER  -  THIRD
 RJ0934
 RJ0934.The horizontal coordinates were established by classical geodetic methods
 RJ0934.and adjusted by the National Geodetic Survey in February 1997..
 RJ0934
 RJ0934.The orthometric height was scaled from a topographic map.
 RJ0934
 RJ0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0934
 RJ0934.The geoid height was determined by GEOID03.
 RJ0934
 RJ0934;                    North         East     Units Scale Factor Converg.
 RJ0934;SPC MI N     -   178,152.473 8,220,895.724   MT  0.99990347   +2 04 29.6
 RJ0934;SPC MI N     -   584,489.74 26,971,442.66   iFT  0.99990347   +2 04 29.6
 RJ0934;SPC MI C     -   337,153.444 6,018,273.451   MT  1.00021574   +0 10 03.6
 RJ0934;SPC MI C     - 1,106,146.47 19,744,991.64   iFT  1.00021574   +0 10 03.6
 RJ0934;UTM  16      - 5,136,967.866   720,872.707   MT  1.00019972   +2 04 40.7
 RJ0934
 RJ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0934!SPC MI N     -   0.99997815  x   0.99990347  =   0.99988162
 RJ0934!SPC MI C     -   0.99997815  x   1.00021574  =   1.00019389
 RJ0934!UTM  16      -   0.99997815  x   1.00019972  =   1.00017787
 RJ0934
 RJ0934:                Primary Azimuth Mark                     Grid Az
 RJ0934:SPC MI N     -  PEARCE IBC 1944                          030 29 38.0
 RJ0934:SPC MI C     -  PEARCE IBC 1944                          032 24 04.0
 RJ0934:UTM  16      -  PEARCE IBC 1944                          030 29 26.9
 RJ0934
 RJ0934|---------------------------------------------------------------------|
 RJ0934| PID    Reference Object                     Distance      Geod. Az  |
 RJ0934|                                                           dddmmss.s |
 RJ0934| RJ0922 PEARCE IBC 1944                     APPROX. 0.8 KM 0323407.6 |
 RJ0934| RJ0923 NED IBC 1944                        430.692 METERS 0855524.7 |
 RJ0934|---------------------------------------------------------------------|
 RJ0934
 RJ0934                          SUPERSEDED SURVEY CONTROL
 RJ0934
 RJ0934  NAD 83(1986)-  46 21 00.84619(N)    084 07 45.54930(W) AD(       ) 3
 RJ0934  NAD 27      -  46 21 00.78100(N)    084 07 45.44600(W) AD(       ) 3
 RJ0934
 RJ0934.Superseded values are not recommended for survey control.
 RJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0934.See file dsdata.txt to determine how the superseded data were derived.
 RJ0934
 RJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2087336968(NAD 83)
 RJ0934_MARKER: H = DRILL HOLE
 RJ0934_SETTING: 80 = SET IN A BOULDER
 RJ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0934+STABILITY: SURFACE MOTION
 RJ0934
 RJ0934  HISTORY     - Date     Condition        Report By
 RJ0934  HISTORY     - 1944     MONUMENTED       IBC
 RJ0934  HISTORY     - 1958     GOOD             IBC
 RJ0934
 RJ0934                          STATION DESCRIPTION
 RJ0934
 RJ0934'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0934'ON A PROMINENT POINT ON E SIDE OF SUGAR ISLAND MIDWAY BETWEEN ELISHA
 RJ0934'POINT AND INDIAN POINT, DIRECTLY ACROSS THE HEAD OF THE RAPIDS IN
 RJ0934'THE EAST NEEBISH CHANNEL FROM NED POINT, THE NE POINT OF EAST NEEBISH
 RJ0934'ISLAND.  IT IS 22 FEET SW OF THE SHORE END OF A SMALL DOCK, 50 FEET
 RJ0934'E OF A SUMMER CABIN, 4 FEET FROM THE WATER, 13 FEET S OF A FENCE
 RJ0934'AROUND A GARDEN.  THE NEXT ROCK W ON THE BEACH IS A ROCK SHAPED LIKE
 RJ0934'AN INDIANS HEAD AND WORSHIPPED BY MANY INDIANS.
 RJ0934'
 RJ0934'STATION MARK IS A DRILL HOLE 3/4 INCH DEEP IN THE ROCK.
 RJ0934
 RJ0934                          STATION RECOVERY (1958)
 RJ0934
 RJ0934'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0430 ***********************************************************************
 PL0430  DESIGNATION -  ELK HILL
 PL0430  PID         -  PL0430
 PL0430  STATE/COUNTY-  MI/OSCODA
 PL0430  USGS QUAD   -  RED OAK (1963)
 PL0430
 PL0430                         *CURRENT SURVEY CONTROL
 PL0430  ___________________________________________________________________
 PL0430* NAD 83(1994)-  44 43 41.68691(N)    084 21 37.96931(W)     ADJUSTED  
 PL0430* NAVD 88     -       397.3    (meters)    1303.     (feet)  GPS OBS   
 PL0430  ___________________________________________________________________
 PL0430  X           -     446,054.191 (meters)                     COMP
 PL0430  Y           -  -4,517,182.472 (meters)                     COMP
 PL0430  Z           -   4,466,198.477 (meters)                     COMP
 PL0430  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 PL0430  ELLIP HEIGHT-         362.45  (meters)          (07/17/02) GPS OBS
 PL0430  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 PL0430
 PL0430  HORZ ORDER  -  FIRST
 PL0430  ELLP ORDER  -  FOURTH    CLASS I
 PL0430
 PL0430.The horizontal coordinates were established by classical geodetic methods
 PL0430.and adjusted by the National Geodetic Survey in February 1997..
 PL0430
 PL0430.The orthometric height was determined by GPS observations and a
 PL0430.high-resolution geoid model.
 PL0430
 PL0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0430
 PL0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0430
 PL0430.The ellipsoidal height was determined by GPS observations
 PL0430.and is referenced to NAD 83.
 PL0430
 PL0430.The geoid height was determined by GEOID03.
 PL0430
 PL0430;                    North         East     Units Scale Factor Converg.
 PL0430;SPC MI C     -   156,854.709 6,000,484.750   MT  0.99991972   +0 00 15.6
 PL0430;SPC MI C     -   514,615.19 19,686,629.76   iFT  0.99991972   +0 00 15.6
 PL0430;UTM  16      - 4,956,151.969   709,011.082   MT  1.00013723   +1 51 29.4
 PL0430
 PL0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0430!SPC MI C     -   0.99994317  x   0.99991972  =   0.99986290
 PL0430!UTM  16      -   0.99994317  x   1.00013723  =   1.00008040
 PL0430
 PL0430|---------------------------------------------------------------------|
 PL0430| PID    Reference Object                     Distance      Geod. Az  |
 PL0430|                                                           dddmmss.s |
 PL0430| PL0429 ELK HILL FIRE LOOKOUT TWR 1932       17.652 METERS 08342     |
 PL0430| CH1102 ELK HILL RM 2                        30.812 METERS 18941     |
 PL0430| CH1100 ELK HILL AZ MK                                     1945941.6 |
 PL0430| CH1103 ELK HILL RM 3                         9.605 METERS 21601     |
 PL0430| PL0433 BALD HILL                           APPROX.10.1 KM 2681807.0 |
 PL0430| CH1104 ELK HILL RM 4                         6.713 METERS 31417     |
 PL0430|---------------------------------------------------------------------|
 PL0430
 PL0430                          SUPERSEDED SURVEY CONTROL
 PL0430
 PL0430  NAD 83(1986)-  44 43 41.67906(N)    084 21 37.97909(W) AD(       ) 1
 PL0430  NAD 27      -  44 43 41.62555(N)    084 21 37.91955(W) AD(       ) 1
 PL0430  NGVD 29 (07/19/86)  397.48   (m)         1304.1    (f) LEVELING    3  
 PL0430
 PL0430.Superseded values are not recommended for survey control.
 PL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0430.See file dsdata.txt to determine how the superseded data were derived.
 PL0430
 PL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0901156152(NAD 83)
 PL0430_MARKER: DS = TRIANGULATION STATION DISK
 PL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0430_SP_SET: SQUARE CONCRETE MONUMENT
 PL0430_STAMPING: ELK HILL 1932
 PL0430_MARK LOGO: CGS   
 PL0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0430+STABILITY: SURFACE MOTION
 PL0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0430+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 PL0430
 PL0430  HISTORY     - Date     Condition        Report By
 PL0430  HISTORY     - 1932     MONUMENTED       CGS
 PL0430  HISTORY     - 1932     GOOD             CGS
 PL0430  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0430  HISTORY     - 1977     GOOD             NGS
 PL0430  HISTORY     - 1980     GOOD             MIDH
 PL0430  HISTORY     - 19910430 GOOD             USFS
 PL0430  HISTORY     - 20011205 GOOD             NGS
 PL0430
 PL0430                          STATION DESCRIPTION
 PL0430
 PL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0430'ABOUT 18 MILES EAST-NORTHEAST
 PL0430'OF GRAYLING, ABOUT
 PL0430'20 MILES NORTH-NORTHEAST OF ROSCOMMON, AND 14.70 METERS
 PL0430'(48.2 FEET) WEST OF CONCRETE
 PL0430'FOUNDATION OF STEPS AT WEST CENTER OF ELK HILL FIRE
 PL0430'LOOKOUT TOWER.  TO REACH FROM INTERSECTION OF
 PL0430'MAIN STREET AND U.S. ROUTE 27 IN
 PL0430'GRAYLING, GO NORTHEAST 3/4 MILE ON MAIN STREET TO
 PL0430'T-INTERSECTION, TURN RIGHT, FOLLOW
 PL0430'ROAD MARKED WITH STATE FOREST HEADQUARTERS SIGNS, TURN LEFT AT 10.5
 PL0430'MILES AT SCHOOLHOUSE ON
 PL0430'LEFT, TURN LEFT AT 12.2 MILES, TURN RIGHT AT T-INTERSECTION AT 17.7
 PL0430'MILES, TAKE EXTREME LEFT FORK AT
 PL0430'18.1 MILES, TAKE RIGHT FORK AT 19.2 MILES, CONTINUE
 PL0430'TO ROAD INTERSECTION AT 20.9 MILES MARKED WITH SIGN
 PL0430'TO FIRE TOWER, TURN LEFT ONTO
 PL0430'THIS ROAD, AND CONTINUE ABOUT 1 MILE TO STATION SITE AT FIRE TOWER.
 PL0430'SURFACE AND UNDERGROUND MARKS
 PL0430'ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 PL0430'UPPER MARK PROJECTS 3 INCHES.
 PL0430'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 PL0430'CONCRETE, NOTE 11A.  NO. 1 PROJECTS 2 INCHES, IS
 PL0430'AT CENTER OF TOWER, AND 17.56 METERS
 PL0430'(57.6 FEET) FROM STATION IN AZIMUTH 263 DEG 42 MIN.  NO. 2 PROJECTS
 PL0430'5 INCHES, IS IN EDGE OF WOODS, 10 FEET
 PL0430'SOUTHEAST OF ROAD TO TOWER, 6 FEET NORTHWEST OF GROUP OF SMALL OAK
 PL0430'TREES, AND 30.865 METERS (101.26
 PL0430'FEET) FROM STATION IN AZIMUTH 9 DEG 41 MIN.  ELK HILL, FIRE
 PL0430'LOOKOUT TOWER IS 17.56 METERS (57.6 FEET) FROM
 PL0430'STATION IN AZIMUTH 263 DEG 42 MIN.
 PL0430
 PL0430                          STATION RECOVERY (1932)
 PL0430
 PL0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 PL0430'RECOVERED IN GOOD CONDITION.
 PL0430
 PL0430                          STATION RECOVERY (1949)
 PL0430
 PL0430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0430'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 PL0430'CONDITION.  THE DIRECTION TO ALL
 PL0430'MARKS CHECKED.  THE DISTANCE TO THE REFERENCE MARKS DID NOT CHECK.
 PL0430'THE OLD DESCRIPTION IS ADEQUATE.  A
 PL0430'DESCRIPTION OF THE AZIMUTH MARK FOLLOWS.
 PL0430'
 PL0430'AZIMUTH MARK IS 0.1 MILE SOUTH OF THE STATION.  IT IS 26 FEET EAST OF
 PL0430'THE CENTER OF A SAND ROAD, 16 FEET
 PL0430'SOUTHEAST OF A TELEPHONE POLE AND 4 FEET WEST OF A 6 INCH OAK TREE.
 PL0430'THE MARK PROJECTS 5 INCHES AND THE DISK
 PL0430'IS STAMPED ELK HILL 1949 (NOTE 11A).
 PL0430'
 PL0430'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON SAND ROAD FOR
 PL0430'0.1 MILE TO THE MARK ON THE LEFT
 PL0430'AS DESCRIBED.
 PL0430'
 PL0430'DISTANCE AND DIRECTION TO REFERENCE MARKS, AZIMUTH MARK AND OBJECTS
 PL0430'V.G.
 PL0430'
 PL0430'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PL0430
 PL0430                          STATION RECOVERY (1977)
 PL0430
 PL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 PL0430'STATION MARK AND THE AZIMUTH MARK FOUND IN GOOD CONDITION.
 PL0430'REFERENCE MARK 2 WAS FOUND UPROOTED.  REFERENCE MARK 1 WAS NOT
 PL0430'FOUND AND IT WOULD FALL IN AN ENCLOSED AREA MARKED HIGH VOLTAGE,
 PL0430'THE MARK COULD BE UNDER A METAL BUILDING BUT PROBALLY IS
 PL0430'DESTROYED.  REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  A NEW
 PL0430'DESCRIPTION FOLLOWS--
 PL0430'
 PL0430'THE STATION IS LOCATED ABOUT 18 MILES EAST OF GRAYLING, 1/2 MILE
 PL0430'EAST OF THE CRAWFORD-OSCODA COUNTY LINE AND AT A RED AND WHITE
 PL0430'MICRO-WAVE TOWER IN A WOODED AREA.  IT IS 53 FEET SOUTHWEST OF
 PL0430'THE NORTHWEST CORNER OF WIRE FENCE AROUND ENCLOSURE OF THE
 PL0430'MICRO-WAVE TOWER, 28 FEET WEST OF THE SOUTHWEST CORNER OF THE
 PL0430'FENCE, 75 FEET NORTH OF POWER POLE NO. L52/40 R, 23 FEET SOUTHEAST
 PL0430'OF A METAL WITNESS POST, 32 FEET NORTHEAST OF A METAL WITNESS
 PL0430'POST AND 1 FOOT WEST OF A METAL WITNESS POST.  THE MONUMENT
 PL0430'PROJECTS 3 INCHES AND THE DISK STAMPED ELK HILL 1932.
 PL0430'
 PL0430'REFERENCE MARK 3 IS 51.2 FEET NORTHWEST OF THE POWER POLE AND 1
 PL0430'FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE
 PL0430'DISK STAMPED ELK HILL 1932 NO 3 1977.
 PL0430'
 PL0430'REFERENCE MARK 4 IS 44 FEET WEST OF THE SOUTHWEST CORNER OF THE WIRE
 PL0430'FENCE ENCLOSURE AND 1 FOOT EAST OF A METAL WITNESS POST.  THE
 PL0430'MONUMENT PROJECTS 2 INCHES AND THE DISK STAMPED ELK HILL 1932
 PL0430'NO 4 1977.
 PL0430'
 PL0430'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTERLINE OF A SAND
 PL0430'ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT
 PL0430'PROJECTS 3 INCHES AND THE DISK STAMPED ELK HILL 1949.
 PL0430'
 PL0430'TO REACH THE STATION FROM THE NORTHEAST EDGE OF GRAYLING AT THE
 PL0430'INTERSECTION OF INTERSTATE HIGHWAY 75 AND NORTH RIVER ROAD, GO
 PL0430'EAST ON NORTH RIVER ROAD FOR 9.2 MILES TO A CROSSROAD.  (SAND ROAD
 PL0430'AHEAD, WAKLEY ROAD TO THE SOUTH AT A GROCERY STORE IN THE
 PL0430'SOUTHWEST ANGLE) GO LEFT AND FOLLOW MAIN TRAVELED ROAD FOR 7.2
 PL0430'MILES TO A SIDE ROAD LEFT.  (LOVELL ROAD).  CONTINUE AHEAD
 PL0430'EAST FOR 2.3 MILES TO THE CRAWFORD-OSCODA COUNTY LINE.  CONTINUE
 PL0430'AHEAD FOR 0.5 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 PL0430'SAND ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PL0430'CONTINUE NORTH FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 PL0430'
 PL0430'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES EAST OF
 PL0430'GRAYLING.
 PL0430'
 PL0430'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0430
 PL0430                          STATION RECOVERY (1980)
 PL0430
 PL0430'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0430'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 4 WERE FOUND IN GOOD
 PL0430'CONDITION.  WE HAVE NO DATA ON REFERENCE MARK 4 SET IN 1977.
 PL0430'REFERENCE MARK 1 WAS LOOKED FOR BUT NOT FOUND, THERE IS A MICROWAVE
 PL0430'TOWER WITH A SMALL BUILDING ENCLOSED WITH A HIGH CHAIN LINK FENCE OVER
 PL0430'THE LOCATION FOR REFERENCE MARK 1.  FOUND REFERENCE MARK 2 WITH THE
 PL0430'MONUMENT BROKEN AND THE DISK MISSING.  THE ELK HILL FIRE LOOKOUT TOWER
 PL0430'IS GONE.  THE DISTANCE AND DIRECTIONS WERE NOT MEASURED AT THIS TIME.
 PL0430'FOLLOWING IS A NEW TO REACH.
 PL0430'
 PL0430'TO REACH THE STATION FROM THE JUNCTION OF M72 AND M33 IN MIO, GO NORTH
 PL0430'ON M72 AND M33 4.7 MILES TO WHERE ROAD CURVES RIGHT, CONTINUE STRAIGHT
 PL0430'AHEAD 0.4 MILES TO COUNTY ROAD 608, TURN LEFT AND GO WEST 11.4 MILES
 PL0430'ON COUNTY ROAD 608 TO A TWO TRACK ROAD ON RIGHT, IN CLEARING FOR POWER
 PL0430'LINE, TURN RIGHT AND GO NORTHEAST 0.25 MILES ON TWO TRACK TO THE
 PL0430'STATION AS DESCRIBED.
 PL0430
 PL0430                          STATION RECOVERY (1991)
 PL0430
 PL0430'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0430'FROM THE INTERSECTION OF M-33 AND M-72 IN DOWNTOWN MIO PROCEED NORTH
 PL0430'ON M-33 ALSO KNOWN AS MOUNT TOM ROAD, 5.0 MI (8.0 KM) TO COUNTY ROAD
 PL0430'608 ALSO KNOWN AS MILLER ROAD, DOWN RIVER ROAD AND F-32, TURN WEST AND
 PL0430'GO 11.4 MI (18.3 KM) TO A GRAVEL ROAD HEADING NORTH TO THE RADIO
 PL0430'TOWER, TURN NORTH AND GO 0.26 MI (0.42 KM) TO STATION ON LEFT,
 PL0430'APPROXIMATELY 80 FEET WEST OF CENTRAL MICHIGAN UNIVERSITY RADIO TOWER,
 PL0430'1 FT (0.3 M) EAST OF A FIBERGLASS SURVEY MARKER POST, MAP POSITION IS
 PL0430'NEAR THE CENTER-SOUTH 1/16 CORNER OF SECTION 18 T27N R1E.  SINCE THE
 PL0430'ORIGINAL DESCRIPTION IN 1932 THE FIRE TOWER HAS BEEN REMOVED.  THE
 PL0430'SURFACE MARK PROTRUDES 4 INCHES ABOVE THE GROUND, IS A 12 INCH SQUARE
 PL0430'CONCRETE MONUMENT WITH 3 1/2 INCH BRASS DISK. THE CONCRETE AROUND THE
 PL0430'SURFACE MARK IS IN GOOD CONDITION, WITH CHIPS OUT OF TWO CORNERS.
 PL0430
 PL0430                          STATION RECOVERY (2001)
 PL0430
 PL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0429 ***********************************************************************
 PL0429  DESIGNATION -  ELK HILL FIRE LOOKOUT TWR 1932
 PL0429  PID         -  PL0429
 PL0429  STATE/COUNTY-  MI/OSCODA
 PL0429  USGS QUAD   -  RED OAK (1963)
 PL0429
 PL0429                         *CURRENT SURVEY CONTROL
 PL0429  ___________________________________________________________________
 PL0429* NAD 83(1994)-  44 43 41.74967(N)    084 21 37.17196(W)     ADJUSTED  
 PL0429* NAVD 88     -                                                        
 PL0429  ___________________________________________________________________
 PL0429  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 PL0429  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 PL0429
 PL0429  HORZ ORDER  -  THIRD
 PL0429
 PL0429.The horizontal coordinates were established by classical geodetic methods
 PL0429.and adjusted by the National Geodetic Survey in February 1997..
 PL0429
 PL0429
 PL0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0429
 PL0429.The geoid height was determined by GEOID03.
 PL0429
 PL0429;                    North         East     Units Scale Factor Converg.
 PL0429;SPC MI C     -   156,856.647 6,000,502.295   MT  0.99991972   +0 00 16.1
 PL0429;SPC MI C     -   514,621.55 19,686,687.32   iFT  0.99991972   +0 00 16.1
 PL0429;UTM  16      - 4,956,154.474   709,028.558   MT  1.00013732   +1 51 30.0
 PL0429
 PL0429                          SUPERSEDED SURVEY CONTROL
 PL0429
 PL0429  NAD 83(1986)-  44 43 41.74247(N)    084 21 37.18187(W) AD(       ) 4
 PL0429  NAD 27      -  44 43 41.68828(N)    084 21 37.12352(W) AD(       ) 3
 PL0429
 PL0429.Superseded values are not recommended for survey control.
 PL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0429.See file dsdata.txt to determine how the superseded data were derived.
 PL0429
 PL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0902956154(NAD 83)
 PL0429
 PL0429  HISTORY     - Date     Condition        Report By
 PL0429  HISTORY     - 1932     MONUMENTED       CGS
 PL0429  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0429  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0429
 PL0429                          STATION DESCRIPTION
 PL0429
 PL0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0429'STATION IS LOCATED ON TOP OF ELK HILL 1 MILES SOUTH OF LEWISTON.
 PL0429'IT IS A FOUR
 PL0429'LEGGED STEEL STRUCTURE PAINTED BLACK AND WHITE ABOUT 125 FEET HIGH
 PL0429'WITH AN ENCLOSED CAB AT THE TOP.
 PL0429'ELK HILL R.M. NO 1 IS IN THE CENTER OF THE BASE OF THE FIRE
 PL0429'TOWER.  THE POINT OBSERVED ON AND TRAVERSED
 PL0429'TO WAS THE REFERENCE MARK.  A TRAVERSE CONNECTION
 PL0429'WAS MADE FROM TRIANGULATION STATION ELK HILL AND THE DISTANCE
 PL0429'WAS FOUND TO BE 17.651 METERS
 PL0429'(57.91 FEET)
 PL0429
 PL0429                          STATION RECOVERY (2001)
 PL0429
 PL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0826 ***********************************************************************
 QK0826  DESIGNATION -  ELLSWORTH
 QK0826  PID         -  QK0826
 QK0826  STATE/COUNTY-  MI/ANTRIM
 QK0826  USGS QUAD   -  
 QK0826
 QK0826                         *CURRENT SURVEY CONTROL
 QK0826  ___________________________________________________________________
 QK0826* NAD 83(1994)-  45 09 22.69063(N)    085 15 46.32563(W)     ADJUSTED  
 QK0826* NAVD 88     -       273.19   (+/-2cm)     896.3    (feet)  VERTCON   
 QK0826  ___________________________________________________________________
 QK0826  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 QK0826  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 QK0826
 QK0826  HORZ ORDER  -  FIRST
 QK0826  VERT ORDER  -  THIRD ? (See Below)
 QK0826
 QK0826.The horizontal coordinates were established by classical geodetic methods
 QK0826.and adjusted by the National Geodetic Survey in February 1997..
 QK0826
 QK0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0826.The vertical order pertains to the NGVD 29 superseded value.
 QK0826
 QK0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0826
 QK0826.The geoid height was determined by GEOID03.
 QK0826
 QK0826;                    North         East     Units Scale Factor Converg.
 QK0826;SPC MI C     -   204,810.147 5,929,536.828   MT  0.99991960   -0 37 59.1
 QK0826;SPC MI C     -   671,949.30 19,453,860.98   iFT  0.99991960   -0 37 59.1
 QK0826;UTM  16      - 5,001,781.734   636,539.717   MT  0.99982923   +1 13 54.7
 QK0826
 QK0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0826!SPC MI C     -   0.99996262  x   0.99991960  =   0.99988222
 QK0826!UTM  16      -   0.99996262  x   0.99982923  =   0.99979185
 QK0826
 QK0826|---------------------------------------------------------------------|
 QK0826| PID    Reference Object                     Distance      Geod. Az  |
 QK0826|                                                           dddmmss.s |
 QK0826| CH1108 ELLSWORTH RM 3                       24.269 METERS 12742     |
 QK0826| CH1105 ELLSWORTH AZ MK                                    1734536.5 |
 QK0826| CH1106 ELLSWORTH RM 1                                     21049     |
 QK0826| CH1107 ELLSWORTH RM 2                       19.752 METERS 33330     |
 QK0826|---------------------------------------------------------------------|
 QK0826
 QK0826                          SUPERSEDED SURVEY CONTROL
 QK0826
 QK0826  NAD 83(1986)-  45 09 22.68767(N)    085 15 46.32576(W) AD(       ) 1
 QK0826  NAD 27      -  45 09 22.67500(N)    085 15 46.08200(W) AD(       ) 1
 QK0826  NGVD 29 (07/19/86)  273.28   (m)          896.6    (f) LEVELING    3  
 QK0826
 QK0826.Superseded values are not recommended for survey control.
 QK0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0826.See file dsdata.txt to determine how the superseded data were derived.
 QK0826
 QK0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3654001782(NAD 83)
 QK0826_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0826
 QK0826  HISTORY     - Date     Condition        Report By
 QK0826  HISTORY     - 1931     MONUMENTED       CGS
 QK0826  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0826  HISTORY     - 1981     GOOD             LOCENG
 QK0826  HISTORY     - 1982     GOOD             MIDH
 QK0826  HISTORY     - 19920902 GOOD             USPSQD
 QK0826  HISTORY     - 20010801 GOOD             NGS
 QK0826
 QK0826                          STATION DESCRIPTION
 QK0826
 QK0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0826'ABOUT 2 MILES SOUTH BY WEST OF ELLSWORTH, ABOUT 1/2 MILE SOUTHEAST OF
 QK0826'EATON LAKE, IN SEC, 21, T. 32 N., R.  8 W., ON LAND
 QK0826'OWNED BY HERMAN VAN STEDUN, IN WOODED AREA JUST ACROSS ROAD FROM
 QK0826'AND EAST OF HOUSE OWNED BY JEAN
 QK0826'BEST, 98 METERS (321 FEET) EAST OF NORTH-AND-SOUTH
 QK0826'ROAD, 3 METERS (10 FEET) EAST OF NORTH-AND-SOUTH
 QK0826'FENCE LINE, AND IN WEST EDGE OF
 QK0826'WOODS.  TO REACH FROM ATWOOD, LITTLE VILLAGE ON U.S. ROUTE 31,
 QK0826'FOLLOW THAT ROUTE NORTH 0.4
 QK0826'MILE TO GRAVEL ROAD LEADING RIGHT, FOLLOW GRAVEL ROAD 4.1 MILES TO
 QK0826'CROSSROADS, TURN RIGHT AND GO 1.5
 QK0826'MILES TO ANOTHER CROSSROADS, KEEP STRAIGHT AHEAD HERE
 QK0826'AND GO 0.4 MILE TO STATION.  MARKS ARE
 QK0826'STANDARD DISK STATION MARKS IN CONCRETE,
 QK0826'NOTES 1A AND 7A.  UPPER MARK IS 4 INCHES BELOW SURFACE OF
 QK0826'GROUND.  REFERENCE MARKS
 QK0826'ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 QK0826'NORTH-AND- SOUTH FENCE LINE,
 QK0826'ON EAST SIDE OF NORTH-AND-SOUTH ROAD, 3 METERS (10 FEET) EAST OF
 QK0826'CENTER LINE OF ROAD, AND
 QK0826'APPROXIMATELY 300 METERS (984 FEET) FROM STATION IN AZIMUTH
 QK0826'30 DEG 49 MIN 08 SEC.  NO. 2 IS IN SECOND
 QK0826'NORTH-AND-SOUTH FENCE LINE EAST OF THE ROAD,
 QK0826'AND 19.63 METERS (64.4 FEET) FROM STATION IN AZIMUTH 153 DEG
 QK0826'30 MIN.
 QK0826
 QK0826                          STATION RECOVERY (1956)
 QK0826
 QK0826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0826'THE STATION AND REFERENCE MARK 2 RECOVERED AND FOUND IN GOOD
 QK0826'CONDITION.  REFERENCE MARK 1
 QK0826'WAS FOUND DESTROYED AND A NEW REFERENCE MARK 3 AND AN AZIMUTH MARK
 QK0826'WAS ESTABLISHED BY THIS PARTY.  THE
 QK0826'DISTANCE TO REFERENCE MARK 2 FILLED TO CHECK BY 0.40 FOOT.
 QK0826'
 QK0826'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QK0826'
 QK0826'THE STATION IS LOCATED ABOUT 7 MILES WEST OF EAST JORDAN, 6 MILES
 QK0826'NORTH OF CENTRAL LAKE AND 1.5
 QK0826'MILES SOUTHWEST OF ELLSWORTH, ON THE NORTH END OF A WOODED RIDGE,
 QK0826'BETWEEN A CULTIVATED FIELD AND
 QK0826'WOODED AREA, ON LAND OWNED BY MR. HERMAN VAN STEDUN.  IT IS 0.05
 QK0826'MILE EAST OF A NORTH-SOUTH TRACK ROAD, 13
 QK0826'FEET EAST OF A FENCE LINE AND 8 FEET NORTHEAST
 QK0826'OF A WHITE WITNESS POST.  THE MARK IS SET 6 INCHES
 QK0826'UNDERGROUND AND THE DISK IS
 QK0826'STAMPED ELLSWORTH 1931.
 QK0826'
 QK0826'TO REACH THE STATION FROM THE MAIN CROSS STREETS (AT TRAFFIC LIGHT)
 QK0826'IN ELLSWORTH, GO SOUTH FOR 0.1
 QK0826'MILE TO A SIDE STREET RIGHT (ESSEX RD).  TURN RIGHT AND GO WEST ON
 QK0826'ESSEX ROAD FOR 0.05 MILE TO A
 QK0826'T-INTERSECTION.  TURN LEFT AND FOLLOW WINDING BLACKTOPPED
 QK0826'ROAD SOUTH AND WEST FOR 0.9 MILE TO A GRAVELED
 QK0826'SIDE ROAD RIGHT AND A TRACK ROAD LEFT.
 QK0826'TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.4 MILE TO TOP OF RIDGE
 QK0826'(OLD FARM BUILDINGS ON THE RIGHT).
 QK0826'TURN LEFT AND GO EAST ACROSS A CULTIVATED FIELD FOR 0.05 MILE TO
 QK0826'EDGE OF WOODS AND STATION AS
 QK0826'DESCRIBED.
 QK0826'
 QK0826'REFERENCE MARK 2 IS 67.5 FEET NORTH OF THE WHITE WITNESS POST AND 2.5
 QK0826'FEET EAST OF THE NORTH-SOUTH
 QK0826'FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ELLSWORTH
 QK0826'NO 2 1931.
 QK0826'
 QK0826'REFERENCE MARK 3 IS 82 FEET SOUTHEAST OF THE WHITE WITNESS POST AND
 QK0826'60 FEET EAST OF THE
 QK0826'NORTH-SOUTH FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 QK0826'DISK IS STAMPED ELLSWORTH NO 3 1931.
 QK0826'
 QK0826'THE AZIMUTH MARK IS 25 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST
 QK0826'BLACKTOPPED FEET EAST OF A
 QK0826'WHITE WITNESS POST, SET ON THE NORTH HIGHWAY RIGHT-OF-WAY.  THE MARK
 QK0826'IS FLUSH AND THE DISK IS STAMPED
 QK0826'ELLSWORTH 1956.
 QK0826'
 QK0826'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST TO TRACK ROAD.
 QK0826'TURN LEFT AND GO SOUTH FOR
 QK0826'0.55 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST FOR 0.1 MILE TO THE
 QK0826'MARK ON THE LEFT AS DESCRIBED.
 QK0826'
 QK0826'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0826
 QK0826                          STATION RECOVERY (1981)
 QK0826
 QK0826'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (LRF)
 QK0826'ELLSWORTH 1931 RECOVERED EXCELLENT.
 QK0826'
 QK0826'ELLSWORTH NO 2 1931 (R.M. 2) RECOVERED EXCELLENT.
 QK0826'
 QK0826'ELLSWORTH NO 3 1931 (R.M. 3) RECOVERED EXCELLENT.
 QK0826'
 QK0826'ELLSWORTH 1956 (AZIMUTH MARK) RECOVERED EXCELLENT.  DISTANCE FROM
 QK0826'STATION = 3109.27 FT.
 QK0826'
 QK0826'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES SOUTHWEST OF
 QK0826'ELLSWORTH.
 QK0826
 QK0826                          STATION RECOVERY (1982)
 QK0826
 QK0826'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982 (TJB)
 QK0826'STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS NOT SEARCHED FOR
 QK0826'
 QK0826'THE SECTION IN ORIGINAL DESCRIPTION STATES SECTION 21.  THIS SHOULD
 QK0826'READ SECTION 23.
 QK0826
 QK0826                          STATION RECOVERY (1992)
 QK0826
 QK0826'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 QK0826'RECOVERED IN GOOD CONDITION.
 QK0826
 QK0826                          STATION RECOVERY (2001)
 QK0826
 QK0826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0826'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1595 ***********************************************************************
 RL1595  DESIGNATION -  ELM
 RL1595  PID         -  RL1595
 RL1595  STATE/COUNTY-  MI/HOUGHTON
 RL1595  USGS QUAD   -  DONKEN (1982)
 RL1595
 RL1595                         *CURRENT SURVEY CONTROL
 RL1595  ___________________________________________________________________
 RL1595* NAD 83(1994)-  46 55 27.09726(N)    088 50 21.54919(W)     ADJUSTED  
 RL1595* NAVD 88     -       466.     (meters)    1529.     (feet)  SCALED    
 RL1595  ___________________________________________________________________
 RL1595  LAPLACE CORR-         -12.50  (seconds)                    DEFLEC99
 RL1595  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 RL1595
 RL1595  HORZ ORDER  -  FIRST
 RL1595
 RL1595.The horizontal coordinates were established by classical geodetic methods
 RL1595.and adjusted by the National Geodetic Survey in February 1997..
 RL1595
 RL1595.The orthometric height was scaled from a topographic map.
 RL1595
 RL1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1595
 RL1595.The geoid height was determined by GEOID03.
 RL1595
 RL1595;                    North         East     Units Scale Factor Converg.
 RL1595;SPC MI N     -   239,575.728 7,859,928.470   MT  0.99996505   -1 19 46.0
 RL1595;SPC MI N     -   786,009.61 25,787,166.90   iFT  0.99996505   -1 19 46.0
 RL1595;UTM  16      - 5,198,382.161   359,968.622   MT  0.99984101   -1 20 37.5
 RL1595
 RL1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1595!SPC MI N     -   0.99993209  x   0.99996505  =   0.99989714
 RL1595!UTM  16      -   0.99993209  x   0.99984101  =   0.99977311
 RL1595
 RL1595|---------------------------------------------------------------------|
 RL1595| PID    Reference Object                     Distance      Geod. Az  |
 RL1595|                                                           dddmmss.s |
 RL1595| RL1596 TT 12 C USGS 1939                     8.016 METERS 01356     |
 RL1595| SG0233 WHEAL KATE 2                        APPROX.21.3 KM 0391221.3 |
 RL1595| CJ2473 ELM RM 1                             17.656 METERS 05210     |
 RL1595| CJ2474 ELM RM 2                             16.337 METERS 31807     |
 RL1595|---------------------------------------------------------------------|
 RL1595
 RL1595                          SUPERSEDED SURVEY CONTROL
 RL1595
 RL1595  NAD 83(1986)-  46 55 27.09531(N)    088 50 21.53143(W) AD(       ) 1
 RL1595  NAD 27      -  46 55 27.33900(N)    088 50 21.05800(W) AD(       ) 1
 RL1595
 RL1595.Superseded values are not recommended for survey control.
 RL1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1595.See file dsdata.txt to determine how the superseded data were derived.
 RL1595
 RL1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5996998382(NAD 83)
 RL1595_MARKER: DS = TRIANGULATION STATION DISK
 RL1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1595
 RL1595  HISTORY     - Date     Condition        Report By
 RL1595  HISTORY     - 1939     MONUMENTED       CGS
 RL1595  HISTORY     - 1977     GOOD             NGS
 RL1595  HISTORY     - 20041005 POOR             GEOCAC
 RL1595
 RL1595                          STATION DESCRIPTION
 RL1595
 RL1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1595'EIGHT MILES SOUTHWEST OF TOIVOLA, 2 MILES NORTH OF STATE
 RL1595'HIGHWAY 26, IN THE SOUTH SIDE OF SEC. 2, T. 52 N., R. 36 W.,
 RL1595'AND JUST SOUTH OF THE MICHIGAN CONSERVATION DEPARTMENT LOOKOUT
 RL1595'TOWER ELM RIVER.  STATION MARK IS 14 FEET SOUTH OF THE SOUTHWEST
 RL1595'LEG AND 21 FEET WEST-SOUTHWEST OF THE SOUTHEAST LEG OF THE
 RL1595'LOOKOUT TOWER, AND 12 FEET SOUTH-SOUTHWEST OF THE STEPS TO
 RL1595'THE SAME TOWER.  IT IS STAMPED ELM 1939 AND PROJECTS 6 INCHES
 RL1595'ABOVE THE GROUND.
 RL1595'
 RL1595'TO REACH FROM THE RAILROAD STATION IN TOIVOLA, GO SOUTH AND
 RL1595'WEST ON STATE HIGHWAY 26 FOR 6.85 MILES TO A SIDE ROAD
 RL1595'TO THE RIGHT, JUST EAST OF A GUARD RAIL, TURN RIGHT (NORTH)
 RL1595'AND FOLLOW THE GRAVEL ROAD NORTH AND EAST FOR 1.05 MILES
 RL1595'TO A ROAD TO THE RIGHT AND A SIGN FOREST FIRE TOWER, MICHIGAN
 RL1595'CONSERVATION DEPARTMENT, TURN RIGHT AND FOLLOW THE ROAD NORTH
 RL1595'AND WEST, THROUGH GATE AND ACROSS A PASTURE, FOR 0.2 MILE TO A
 RL1595'PATH AND A TELEPHONE LINE LEADING TO THE NORTH.  THIS IS THE
 RL1595'END OF THE TRUCK TRAVEL.  TURN RIGHT AND FOLLOW A
 RL1595'WELL-DEFINED PATH ALONG THE TELEPHONE LINE UP THE HILL FOR
 RL1595'APPROXIMATELY 775 YARDS TO THE TOP OF THE HILL, THE
 RL1595'LOOKING TOWER, AND THE STATION.
 RL1595'
 RL1595'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1595'BRONZE DISKS SET IN CONCRETE.
 RL1595'
 RL1595'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 27 FEET EAST
 RL1595'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 35 FEET NORTHEAST
 RL1595'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, STAMPED ELM NO 1
 RL1595'1939 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RL1595'
 RL1595'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 41 FEET
 RL1595'NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 31 FEET
 RL1595'WEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, STAMPED ELM
 RL1595'NO 2 1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL1595'
 RL1595'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 13 FEET WEST
 RL1595'OF THE CENTER LINE OF THE ROAD LEADING TO THE STATION, 23 FEET
 RL1595'SOUTH OF A TELEPHONE POLE AND 64 FEET SOUTHEAST OF THE GATE,
 RL1595'STAMPED ELM 1939 AND PROJECTS 3 INCHES ABOVE THE GROUND.
 RL1595'
 RL1595'TT 12 C 1938 (U.S.G.S.) ELM RIVER LOOKOUT TOWER IS
 RL1595'NORTH-NORTHEAST OF THE STATION AND APPROXIMATELY AT THE
 RL1595'CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RL1595'
 RL1595'A 64-FOOT TOWER IS NEEDED TO SEE ALL LINES.
 RL1595'
 RL1595'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RL1595
 RL1595                          STATION RECOVERY (1977)
 RL1595
 RL1595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1595'STATION MARK, REFERENCE MARKS 1 AND 2, AND TT 12C USGS 1939 RECOVERED
 RL1595'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  THE ROAD IN
 RL1595'THE AREA OF THE AZIMUTH MARK HAS BEEN CHANGED MAKING IT DIFFICULT
 RL1595'TO PIN THE LOCATION DOWN.  THE FIRE TOWER IS NOW GONE LEAVING ONLY
 RL1595'THE FOUNDATIONS.
 RL1595'
 RL1595'TO REACH THE STATION FROM THE SMALL VILLAGE OF DONKEN, ABOUT 10 MILES
 RL1595'SOUTHWEST OF PAINESDALE, GO SOUTHWEST ON STATE HIGHWAY 26 FOR 2.1
 RL1595'MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTHWEST ON WOODS ROAD
 RL1595'FOR 0.5 MILE, THENCE LEFT, SW FOR 0.25 MILE TO A TRACK ROAD RIGHT.
 RL1595'TURN RIGHT, CROSSING SWAMP, FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK
 RL1595'AND FOLLOW TRACK ROAD NORTHWESTERLY UP HILL FOR 0.45 MILE TO TOP
 RL1595'OF HILL AND STATION.
 RL1595'
 RL1595'STATION MARK IS 14 FEET SOUTH OF THE SW FOUNDATION AND 21 FEET WSW
 RL1595'OF THE SE FOUNDATION FOR THE OLD FIRE TOWER.  THE MARK PROJECTS 4
 RL1595'INCHES AND THE DISK IS STAMPED ELM 1939.
 RL1595'
 RL1595'REFERENCE MARK 1 IS 27 FEET EAST OF NE FOUNDATION AND 35 FEET NE OF
 RL1595'THE SE FOUNDATION OF FIRE TOWER.  THE MARK PROJECTS 5 INCHES AND THE
 RL1595'DISK IS STAMPED ELM NO 1 1939.
 RL1595'
 RL1595'REFERENCE MARK 2 IS 41 FEET NW OF THE SW FOUNDATION AND 31 FEET WEST
 RL1595'OF NW FOUNDATION OF FIRE TOWER.  THE MARK PROJECTS 4 INCHES AND THE
 RL1595'DISK IS STAMPED ELM NO 2 1939.
 RL1595'
 RL1595'TT 12C USGS IS A USGS DISK STAMPED TT 12C 1938 AND SET IN ROCK
 RL1595'OUTCROP IN THE APPROXIMATE CENTER OF THE FOUNDATIONS FOR THE OLD FIRE
 RL1595'LOOKOUT TOWER.
 RL1595'
 RL1595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST
 RL1595'OF TOIVOLA.
 RL1595
 RL1595                          STATION RECOVERY (2004)
 RL1595
 RL1595'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1595'THE SURFACE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND UPROOTED
 RL1595'FROM THE GROUND. THE SURVEY DISKS WERE NOT FOUND, TOPS OF POST HAVE
 RL1595'BEEN HIT BY A SKIDDER AND AREA IS TORN UP. THE UNDERGROUND MARK SHOULD
 RL1595'BE OK.
 RL1595'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION AND A METAL POST WAS
 RL1595'SET 1 FT EAST.
 RL1595'TT 12 C USGS WAS NOT FOUND AT THIS TIME, LIKELY COVERED OVER DUE TO
 RL1595'THE LOGGING ACTIVITY IN THE AREA.
 RL1595'DONKEN, 2.1 MILES SW ALONG M-26 TO ELM TOWER ROAD, THENCE 0.8 MILES
 RL1595'NW'LY ALONG WELL TRAVELED ROAD CROSSING MARSH AT 0.75 MILE TO WOODS
 RL1595'TRAIL LEFT, TURN LEFT INTO SMALL CLEARING AND FOLLOW TRACK ROAD 0.45
 RL1595'MILE TO THE TOP OF THE HILL (PASSING A FENCE ENCLOSURE ON RIGHT) AT
 RL1595'0.35 MILE (LAST 0.1 MILE 4X4 NEEDED).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0685 ***********************************************************************
 QK0685  DESIGNATION -  ELMIRA
 QK0685  PID         -  QK0685
 QK0685  STATE/COUNTY-  MI/ANTRIM
 QK0685  USGS QUAD   -  DEADMANS HILL (1986)
 QK0685
 QK0685                         *CURRENT SURVEY CONTROL
 QK0685  ___________________________________________________________________
 QK0685* NAD 83(1994)-  45 01 30.52634(N)    084 53 05.36725(W)     ADJUSTED  
 QK0685* NAVD 88     -       439.     (meters)    1440.     (feet)  SCALED    
 QK0685  ___________________________________________________________________
 QK0685  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 QK0685  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 QK0685
 QK0685  HORZ ORDER  -  FIRST
 QK0685
 QK0685.The horizontal coordinates were established by classical geodetic methods
 QK0685.and adjusted by the National Geodetic Survey in February 1997..
 QK0685
 QK0685.The orthometric height was scaled from a topographic map.
 QK0685
 QK0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0685
 QK0685.The geoid height was determined by GEOID03.
 QK0685
 QK0685;                    North         East     Units Scale Factor Converg.
 QK0685;SPC MI C     -   189,976.592 5,959,166.591   MT  0.99991372   -0 21 57.7
 QK0685;SPC MI C     -   623,282.78 19,551,071.49   iFT  0.99991372   -0 21 57.7
 QK0685;UTM  16      - 4,987,920.215   666,635.291   MT  0.99994144   +1 29 48.0
 QK0685
 QK0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0685!SPC MI C     -   0.99993661  x   0.99991372  =   0.99985034
 QK0685!UTM  16      -   0.99993661  x   0.99994144  =   0.99987806
 QK0685
 QK0685:                Primary Azimuth Mark                     Grid Az
 QK0685:SPC MI C     -  HUDSON                                   033 07 50.3
 QK0685:UTM  16      -  HUDSON                                   031 16 04.6
 QK0685
 QK0685|---------------------------------------------------------------------|
 QK0685| PID    Reference Object                     Distance      Geod. Az  |
 QK0685|                                                           dddmmss.s |
 QK0685| QK0679 HUDSON                              APPROX.19.3 KM 0324552.6 |
 QK0685| CH1109 ELMIRA RM 1                          25.344 METERS 23205     |
 QK0685| CH1110 ELMIRA RM 2                          21.001 METERS 29646     |
 QK0685|---------------------------------------------------------------------|
 QK0685
 QK0685                          SUPERSEDED SURVEY CONTROL
 QK0685
 QK0685  NAD 83(1986)-  45 01 30.52114(N)    084 53 05.37200(W) AD(       ) 1
 QK0685  NAD 27      -  45 01 30.48600(N)    084 53 05.22100(W) AD(       ) 1
 QK0685
 QK0685.Superseded values are not recommended for survey control.
 QK0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0685.See file dsdata.txt to determine how the superseded data were derived.
 QK0685
 QK0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6663587920(NAD 83)
 QK0685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0685
 QK0685  HISTORY     - Date     Condition        Report By
 QK0685  HISTORY     - 1932     MONUMENTED       CGS
 QK0685  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0685  HISTORY     - 1980     MARK NOT FOUND   MIDH
 QK0685  HISTORY     - 19950720 MARK NOT FOUND   USPSQD
 QK0685
 QK0685                          STATION DESCRIPTION
 QK0685
 QK0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0685'ABOUT 13 MILES SOUTHWEST OF
 QK0685'GAYLORD, 5 MILES
 QK0685'NORTHEAST OF ALBA, 2-1/2 MILES SOUTH-SOUTHWEST OF ELMIRE, NEAR
 QK0685'HIGHEST POINT OF TIMBERED RIDGE
 QK0685'OWNED BY F.A. MANGLOS, INSIDE OF TRIANGLE FORMED
 QK0685'BY THREE BLAZED TREES, 12 FEET EAST OF LARGE
 QK0685'TRIANGULAR BLAZE ON 18-INCH MAPLE TREE,
 QK0685'24 FEET NORTHWEST OF LARGE TRIANGULAR BLAZE ON 24-INCH ELM
 QK0685'TREE, AND 14 FEET SOUTH OF
 QK0685'LARGE TRIANGULAR BLAZE ON 18-INCH BEECH TREE.  TO REACH FROM GAYLORD,
 QK0685'GO WEST ABOUT 4-1/2 MILES TO
 QK0685'POINT WHERE ROUTE M-32 SWINGS RIGHT AND COUNTRY ROAD 620
 QK0685'CONTINUES STRAIGHT AHEAD, CONTINUE 4.5
 QK0685'MILES ON COUNTRY ROAD 620 TO FOUR-CORNER
 QK0685'INTERSECTION. TURN RIGHT (WEST), GO 1.0 MILE TO POINT
 QK0685'WHERE ROAD TURNS SOUTH AT
 QK0685'PLANK GATE ON RIGHT, GO THROUGH GATE, CONTINUE 0.5 MILE ON WOODS
 QK0685'ROAD, FOLLOW LEFTHAND FORK 0.2
 QK0685'MILE, TAKE LEFT-HAND FORK, CONTINUE 0.3 MILE ON MAIN-TRAVELED WOOD
 QK0685'ROAD TO LOG CABIN ON
 QK0685'RIGHT-HAND SIDE OF ROAD, CONTINUE 0.1 MILE TO FORK, FOLLOW
 QK0685'RIGHT-HAND FORK ABOUT 1/4 MILE TO ITS
 QK0685'END AT BARBED-WIRE FENCE, TURN RIGHT, AND FOLLOW
 QK0685'NEWLY CLEARED ROADWAY ALONG FENCE 0.1 MILE TO POINT
 QK0685'WHERE ROAD GOES THROUGH
 QK0685'FENCE AND END OF TRUCK TRAVEL.  CROSS FENCE, AND FOLLOW ROAD NORTH
 QK0685'AND EAST TO STATION SITE.
 QK0685'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 QK0685'CONCRETE, NOTES 1A AND 7A.  UPPER
 QK0685'MARK IS FLUSH WITH SURFACE.  REFERENCE MARKS
 QK0685'ARE STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A,
 QK0685'FLUSH WITH SURFACE.  NO. 1 IS
 QK0685'83.15 FEET FROM STATION IN AZIMUTH 52 DEG 05 MIN.  NO 2 IS 68.90 FEET
 QK0685'FROM STATION IN AZIMUTH 116 DEG 46
 QK0685'MIN.
 QK0685
 QK0685                          STATION RECOVERY (1956)
 QK0685
 QK0685'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0685'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 QK0685'IN GOOD CONDITION.  THE LARGE TIMBER
 QK0685'ON THE HILL HAS BEEN OUT OFF, AND THE HILL HAS
 QK0685'GROWN UP INTO A DENSE BRUSHY AREA,
 QK0685'MAKING IT VERY DIFFICULT TO
 QK0685'RECOVER THE STATION.
 QK0685'
 QK0685'THE STATION MARK IS 24 FT. NW OF THE 24-IN, ELM TREE STUMP
 QK0685'(THE ONLY LARGE
 QK0685'STUMP ON THE HILL), 11 FT. E OF A TRIANGULAR-BLAZED
 QK0685'6-IN. MAPLE TREE, 23 FT. S OF A
 QK0685'TRIANGULAR-BLAZED 10-IN. BEECH
 QK0685'TREE, AND 36 FT. N OF AN 18-IN. DEAD TREE TRUNK
 QK0685'ABOUT 20 FT. HIGH.
 QK0685'
 QK0685'REFERENCE MARK 1 IS 2 FT. S OF A TRIANGULAR-BLAZED BEECH TREE.
 QK0685'
 QK0685'REFERENCE MARK 2 IS 5 FT. S-SE OF A TRIANGULAR-BLAZED 10-IN.
 QK0685'MAPLE TREE.  ALL
 QK0685'MARKS ARE FLUSH WITH THE GROUND.
 QK0685'
 QK0685'TO REACH THE STATION FROM THE OLD CABIN (MENTIONED IN THE
 QK0685'ORIGINAL
 QK0685'DESCRIPTION), GO N ABOUT 0.1 MI. TO AN OLD FENCE LINE.
 QK0685'FOLLOW THE OLD FENCE LINE E
 QK0685'FOR ABOUT 0.35 MI. TO A RIDGE ABOUT
 QK0685'90 PACES W OF THE T-FENCE CORNER.  TURN N AND
 QK0685'GO 95 PACES TO THE
 QK0685'TOP OF THE HILL AND THE STATION.
 QK0685
 QK0685                          STATION RECOVERY (1980)
 QK0685
 QK0685'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 QK0685'THE STATION SITE WAS NOT FOUND FROM TO REACH DESCRIPTIONS OF
 QK0685'1932 OR 1956.  LOG CABIN WAS NOT FOUND.  STATION PROBABLY STILL
 QK0685'EXISTS IN DEEP WOODS WHICH NOW HAS MANY TRAILS.
 QK0685
 QK0685                          STATION RECOVERY (1995)
 QK0685
 QK0685'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1443 ***********************************************************************
 NE1443  DESIGNATION -  ELOISE HOSP LGE BRICK STACK
 NE1443  PID         -  NE1443
 NE1443  STATE/COUNTY-  MI/WAYNE
 NE1443  USGS QUAD   -  INKSTER (1983)
 NE1443
 NE1443                         *CURRENT SURVEY CONTROL
 NE1443  ___________________________________________________________________
 NE1443* NAD 83(1994)-  42 17 15.86675(N)    083 20 34.77224(W)     ADJUSTED  
 NE1443* NAVD 88     -                                                        
 NE1443  ___________________________________________________________________
 NE1443  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NE1443  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NE1443
 NE1443  HORZ ORDER  -  THIRD
 NE1443
 NE1443.The horizontal coordinates were established by classical geodetic methods
 NE1443.and adjusted by the National Geodetic Survey in February 1997..
 NE1443
 NE1443
 NE1443.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1443
 NE1443.The geoid height was determined by GEOID03.
 NE1443
 NE1443;                    North         East     Units Scale Factor Converg.
 NE1443;SPC MI S     -    88,014.080 4,084,423.656   MT  0.99996084   +0 41 47.9
 NE1443;SPC MI S     -   288,760.10 13,400,340.08   iFT  0.99996084   +0 41 47.9
 NE1443;UTM  17      - 4,684,382.866   306,830.394   MT  1.00005914   -1 34 37.1
 NE1443
 NE1443                          SUPERSEDED SURVEY CONTROL
 NE1443
 NE1443  NAD 83(1986)-  42 17 15.87384(N)    083 20 34.79992(W) AD(       ) 4
 NE1443  NAD 27      -  42 17 15.74000(N)    083 20 35.04900(W) AD(       ) 3
 NE1443
 NE1443.Superseded values are not recommended for survey control.
 NE1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1443.See file dsdata.txt to determine how the superseded data were derived.
 NE1443
 NE1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0683084383(NAD 83)
 NE1443
 NE1443  HISTORY     - Date     Condition        Report By
 NE1443  HISTORY     - UNK      MONUMENTED
 NE1443  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1443  HISTORY     - 1968     SEE DESCRIPTION  CGS
 NE1443  HISTORY     - 1977     GOOD             NGS
 NE1443  HISTORY     - 19990811 GOOD             USPSQD
 NE1443  HISTORY     - 20060827 POOR             GEOCAC
 NE1443
 NE1443                          STATION DESCRIPTION
 NE1443
 NE1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1443'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 NE1443'
 NE1443'THE STATION IS LOCATED ON THE GROUNDS OF THE WAYNE COUNTY GENERAL
 NE1443'HOSPITAL, ABOUT 1500
 NE1443'FEET EAST OF MERRIMAN ROAD AND 500 FEET NORTH OF MICHIGAN AVE. (US
 NE1443'ROUTE 112).
 NE1443
 NE1443                          STATION RECOVERY (1968)
 NE1443
 NE1443'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (ETO)
 NE1443'THE STATION WAS RECOVERED IN GOOD CONDITION
 NE1443
 NE1443                          STATION RECOVERY (1977)
 NE1443
 NE1443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1443'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE
 NE1443'RECOVERY NOTE OF 1965.
 NE1443'
 NE1443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT ELOISE.
 NE1443
 NE1443                          STATION RECOVERY (1999)
 NE1443
 NE1443'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1443'RECOVERED IN GOOD CONDITION.
 NE1443
 NE1443                          STATION RECOVERY (2006)
 NE1443
 NE1443'RECOVERY NOTE BY GEOCACHING 2006 (MFM)
 NE1443'STATION IS THE STACK FOR THE POWERHOUSE FOR THE HOSPITAL. RECOVERED IN
 NE1443'POOR CONDITION. STACK (AND POWERHOUSE) IS DETERIORATING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0561 ***********************************************************************
 RK0561  DESIGNATION -  EMERY
 RK0561  PID         -  RK0561
 RK0561  STATE/COUNTY-  MI/DICKINSON
 RK0561  USGS QUAD   -  RALPH NE (1975)
 RK0561
 RK0561                         *CURRENT SURVEY CONTROL
 RK0561  ___________________________________________________________________
 RK0561* NAD 83(1994)-  46 14 26.77908(N)    087 46 00.87222(W)     ADJUSTED  
 RK0561* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 RK0561  ___________________________________________________________________
 RK0561  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 RK0561  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 RK0561
 RK0561  HORZ ORDER  -  FIRST
 RK0561
 RK0561.The horizontal coordinates were established by classical geodetic methods
 RK0561.and adjusted by the National Geodetic Survey in February 1997..
 RK0561
 RK0561.The orthometric height was scaled from a topographic map.
 RK0561
 RK0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0561
 RK0561.The geoid height was determined by GEOID03.
 RK0561
 RK0561;                    North         East     Units Scale Factor Converg.
 RK0561;SPC MI N     -   162,271.610 7,940,857.559   MT  0.99990314   -0 33 15.5
 RK0561;SPC MI N     -   532,387.17 26,052,682.28   iFT  0.99990314   -0 33 15.5
 RK0561;UTM  16      - 5,121,085.278   440,874.641   MT  0.99964297   -0 33 14.1
 RK0561
 RK0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0561!SPC MI N     -   0.99993506  x   0.99990314  =   0.99983820
 RK0561!UTM  16      -   0.99993506  x   0.99964297  =   0.99957805
 RK0561
 RK0561|---------------------------------------------------------------------|
 RK0561| PID    Reference Object                     Distance      Geod. Az  |
 RK0561|                                                           dddmmss.s |
 RK0561| RK0562 EMERY 1956 RM 1                      22.496 METERS 00122     |
 RK0561| RK0557 ALFRED                              APPROX.19.1 KM 1545822.9 |
 RK0561| CJ2484 EMERY RM 2                           24.127 METERS 24908     |
 RK0561|---------------------------------------------------------------------|
 RK0561
 RK0561                          SUPERSEDED SURVEY CONTROL
 RK0561
 RK0561  NAD 83(1986)-  46 14 26.77502(N)    087 46 00.86742(W) AD(       ) 1
 RK0561  NAD 27      -  46 14 26.97500(N)    087 46 00.38200(W) AD(       ) 1
 RK0561
 RK0561.Superseded values are not recommended for survey control.
 RK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0561.See file dsdata.txt to determine how the superseded data were derived.
 RK0561
 RK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4087521085(NAD 83)
 RK0561_MARKER: DS = TRIANGULATION STATION DISK
 RK0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0561
 RK0561  HISTORY     - Date     Condition        Report By
 RK0561  HISTORY     - 1956     MONUMENTED       CGS
 RK0561
 RK0561                          STATION DESCRIPTION
 RK0561
 RK0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0561'THE STATION IS APPROXIMATELY 14 MILES SOUTHEAST OF REPUBLIC, 17 MILES
 RK0561'SOUTH-SOUTHWEST OF ISPHEMING, 0.5 MILE SOUTH OF THE
 RK0561'MARQUETTE-DICKINSON COUNTY LINE, IN SECTION 2, T. 44 N., R. 28 W.,
 RK0561'AND AT THE SITE OF A MICHIGAN STATE FOREST LOOKOUT TOWER.
 RK0561'
 RK0561'TO REACH FROM THE PRINCETON POST OFFICE, A SMALL BUILDING 50 FEET
 RK0561'EAST OF THE RAILROAD TRACKS, GO WESTERLY ON STATE HIGHWAY 35 FOR 0.05
 RK0561'MILE TO A FORK WHERE M-35 CURVES RIGHT, KEEP STRAIGHT AHEAD ON THE
 RK0561'BLACKTOP ROAD FOR ABOUT 150 FEET TO A T-INTERSECTION, TURN LEFT AND
 RK0561'GO 0.5 MILE TO THE END OF THE BLACKTOP, CONTINUE STRAIGHT AHEAD ON
 RK0561'THE GRAVEL ROAD FOR 1.1 MILES TO A FORK, KEEP LEFT FORK GO
 RK0561'AROUND CURVE TO A REVERSE Y AND COUNTY ROAD 557, FOLLOW COUNTY
 RK0561'ROAD 557 SOUTHERLY ABOUT 5.8 MILES, (THIS ROAD IS UNDER CONSTRUCTION
 RK0561'AND MILEAGE MAY VARY) TO A SIGN ON THE RIGHT RALPH 23 ARNOLD 13 AT
 RK0561'THE JUNCTION OF COUNTY ROADS 557 AND 438, KEEP RIGHT FORK AND GO
 RK0561'WESTERLY ON COUNTY ROAD 438 FOR 4.6 MILES TO A T-INTERSECTION AND
 RK0561'SIGN RALPH 15, TURN LEFT AND GO SOUTH 0.15 MILE TO A SIDE ROAD
 RK0561'RIGHT, TURN RIGHT AND GO WESTERLY ON COUNTY ROAD 438 FOR 7.1 MILES
 RK0561'TO A SIDE ROAD RIGHT AND A SIGN TOWER ROAD, TURN RIGHT AND GO
 RK0561'NORTH 3.0 MILES TO A WOODEN BRIDGE OVER LITTLE BROOK, CONTINUE
 RK0561'NORTHERLY ON THE MAIN ROAD FOR 1.8 MILES TO A FORK AND SIGN KATES
 RK0561'LAKE 4.5 MILES, KEEP LEFT FORK AND GO WESTERLY ON THE MAIN ROAD FOR
 RK0561'3.35 MILES TO THE LOOKOUT TOWER AND THE STATION.
 RK0561'
 RK0561'THE STATION MARKS ARE STANDARD DISKS STAMPED EMERY 1956.  THE SURFACE
 RK0561'MARK IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 RK0561'IS 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CABIN AND 76.5
 RK0561'FEET EAST OF A WATER PUMP.  THE UNDERGROUND MARK IS SET IN AN
 RK0561'IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE SURFACE OF THE
 RK0561'GROUND.
 RK0561'
 RK0561'REFERENCE MARK NO. 1, STAMPED EMERY NO 1 1956, IS A STANDARD DISKS ET
 RK0561'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS LOCATED IN
 RK0561'THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0561'
 RK0561'REFERENCE MARK NO. 2, STAMPED EMERY 1956 NO 2 REF. IS AN AZIMUTH MARK
 RK0561'DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS
 RK0561'59 FEET SOUTH OF THE SOUTHEAST CORNER OF THE CABIN AND 9 FEET WEST
 RK0561'OF THE CENTER OF A TRACK ROAD.
 RK0561'
 RK0561'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 RK0561'
 RK0561'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0562 ***********************************************************************
 RK0562  DESIGNATION -  EMERY 1956 RM 1
 RK0562  PID         -  RK0562
 RK0562  STATE/COUNTY-  MI/DICKINSON
 RK0562  USGS QUAD   -  RALPH NE (1975)
 RK0562
 RK0562                         *CURRENT SURVEY CONTROL
 RK0562  ___________________________________________________________________
 RK0562* NAD 83(1994)-  46 14 27.50745(N)    087 46 00.84711(W)     ADJUSTED  
 RK0562* NAVD 88     -       448.     (meters)    1470.     (feet)  SCALED    
 RK0562  ___________________________________________________________________
 RK0562  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 RK0562  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 RK0562
 RK0562  HORZ ORDER  -  SECOND
 RK0562
 RK0562.The horizontal coordinates were established by classical geodetic methods
 RK0562.and adjusted by the National Geodetic Survey in February 1997..
 RK0562
 RK0562.The orthometric height was scaled from a topographic map.
 RK0562
 RK0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0562
 RK0562.The geoid height was determined by GEOID03.
 RK0562
 RK0562;                    North         East     Units Scale Factor Converg.
 RK0562;SPC MI N     -   162,294.091 7,940,858.315   MT  0.99990313   -0 33 15.5
 RK0562;SPC MI N     -   532,460.93 26,052,684.76   iFT  0.99990313   -0 33 15.5
 RK0562;UTM  16      - 5,121,107.753   440,875.396   MT  0.99964297   -0 33 14.1
 RK0562
 RK0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0562!SPC MI N     -   0.99993506  x   0.99990313  =   0.99983819
 RK0562!UTM  16      -   0.99993506  x   0.99964297  =   0.99957805
 RK0562
 RK0562                          SUPERSEDED SURVEY CONTROL
 RK0562
 RK0562  NAD 83(1986)-  46 14 27.50339(N)    087 46 00.84231(W) AD(       ) 2
 RK0562  NAD 27      -  46 14 27.70300(N)    087 46 00.35700(W) AD(       ) 2
 RK0562
 RK0562.Superseded values are not recommended for survey control.
 RK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0562.See file dsdata.txt to determine how the superseded data were derived.
 RK0562
 RK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4087521108(NAD 83)
 RK0562_MARKER: DS = TRIANGULATION STATION DISK
 RK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0562_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0562+STABILITY: SURFACE MOTION
 RK0562
 RK0562  HISTORY     - Date     Condition        Report By
 RK0562  HISTORY     - 1956     MONUMENTED       CGS
 RK0562  HISTORY     - 1958     GOOD             CGS
 RK0562
 RK0562                          STATION DESCRIPTION
 RK0562
 RK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0562'THE STATION IS THE MARK IN THE CENTER OF THE BASE OF THE MICHIGAN
 RK0562'STATE FOREST LOOKOUT TOWER IN SECTION 2, T. 44 N., R. 28 W..  IT IS
 RK0562'APPROXIMATELY 14 MILES SOUTHEAST OF REPUBLIC, 17 MILES
 RK0562'SOUTHSOUTHWEST OF ISPHEMING, AND 0.5 MILE SOUTH OF THE
 RK0562'MARQUETTE-DICKINSON COUNTY LINE.  THE TOWER IS ABOUT 100 FEET
 RK0562'HIGH, A STEEL SKELETON FRAMEWORK WITH AN ENCLOSED METAL CAB ON THE
 RK0562'TOP.
 RK0562'
 RK0562'REFERENCE MARK NO. 1, STAMPED EMERY NO 1 1956, IS A STANDARD DISKS ET
 RK0562'IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH.  IT IS LOCATED IN
 RK0562'THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RK0562'
 RK0562'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EMERY TO
 RK0562'THE MARK IN THE CENTER OF THE BASE OF THE LOOKOUT TOWER (REFERENCE
 RK0562'MARK NO. 1) AND THE DISTANCE IS 73.80 FEET (22.496 METERS) NORTH OF
 RK0562'THE TRIANGULATION STATION.
 RK0562
 RK0562                          STATION RECOVERY (1958)
 RK0562
 RK0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (AMS)
 RK0562'STATION WAS RECOVERED.  THE NAME OF THE FIRE TOWER HAS BEEN CHANGED
 RK0562'FROM EMERY LOOKOUT TOWER TO ESCANABA RIVER LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0298 ***********************************************************************
 QJ0298  DESIGNATION -  EMMA
 QJ0298  PID         -  QJ0298
 QJ0298  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0298  USGS QUAD   -  ROYSTON (1986)
 QJ0298
 QJ0298                         *CURRENT SURVEY CONTROL
 QJ0298  ___________________________________________________________________
 QJ0298* NAD 83(1994)-  45 14 03.57654(N)    083 58 36.78112(W)     ADJUSTED  
 QJ0298* NAVD 88     -       287.     (meters)     942.     (feet)  SCALED    
 QJ0298  ___________________________________________________________________
 QJ0298  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 QJ0298  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 QJ0298
 QJ0298  HORZ ORDER  -  SECOND
 QJ0298
 QJ0298.The horizontal coordinates were established by classical geodetic methods
 QJ0298.and adjusted by the National Geodetic Survey in February 1997..
 QJ0298
 QJ0298.The orthometric height was scaled from a topographic map.
 QJ0298
 QJ0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0298
 QJ0298.The geoid height was determined by GEOID03.
 QJ0298
 QJ0298;                    North         East     Units Scale Factor Converg.
 QJ0298;SPC MI C     -   213,164.951 6,030,605.234   MT  0.99992558   +0 16 31.2
 QJ0298;SPC MI C     -   699,360.08 19,785,450.24   iFT  0.99992558   +0 16 31.2
 QJ0298;UTM  17      - 5,013,293.415   266,335.072   MT  1.00027138   -2 06 52.3
 QJ0298;UTM  16      - 5,013,428.444   737,293.854   MT  1.00029240   +2 08 50.6
 QJ0298
 QJ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0298!SPC MI C     -   0.99996071  x   0.99992558  =   0.99988629
 QJ0298!UTM  17      -   0.99996071  x   1.00027138  =   1.00023208
 QJ0298!UTM  16      -   0.99996071  x   1.00029240  =   1.00025310
 QJ0298
 QJ0298|---------------------------------------------------------------------|
 QJ0298| PID    Reference Object                     Distance      Geod. Az  |
 QJ0298|                                                           dddmmss.s |
 QJ0298| QJ0299 LAKE EMMA LOOKOUT TOWER              67.731 METERS 00423     |
 QJ0298| CH1112 EMMA RM 1                            27.570 METERS 00916     |
 QJ0298| CH1111 EMMA AZ MK                                         1030915.3 |
 QJ0298| CH1113 EMMA RM 2                            27.138 METERS 18955     |
 QJ0298|---------------------------------------------------------------------|
 QJ0298
 QJ0298                          SUPERSEDED SURVEY CONTROL
 QJ0298
 QJ0298  NAD 83(1986)-  45 14 03.56798(N)    083 58 36.78160(W) AD(       ) 2
 QJ0298  NAD 27      -  45 14 03.52800(N)    083 58 36.77700(W) AD(       ) 2
 QJ0298
 QJ0298.Superseded values are not recommended for survey control.
 QJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0298.See file dsdata.txt to determine how the superseded data were derived.
 QJ0298
 QJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL6633513293(NAD 83)
 QJ0298_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0298
 QJ0298  HISTORY     - Date     Condition        Report By
 QJ0298  HISTORY     - 1956     MONUMENTED       CGS
 QJ0298
 QJ0298                          STATION DESCRIPTION
 QJ0298
 QJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0298'THE STATION IS ABOUT 12-1/4 MILES NORTHWEST OF HILLMAN, 8 MILES
 QJ0298'SOUTHEAST OF MILLERSBURG
 QJ0298'ON A HIGH NARROW HOG BACKED RIDGE THAT RUNS NORTH AND SOUTH NEAR THE
 QJ0298'LAKE EMMA LOOKOUT TOWER, ON STATE
 QJ0298'PROPERTY.  IT IS 211 FEET SOUTH OF THE SOUTHWEST LEG OF THE
 QJ0298'LOOKOUT TOWER, 139 FEET SOUTH OF THE LOWEST
 QJ0298'PART OF A SADDLE IN THE RIDGE, 27 FEET
 QJ0298'SOUTHEAST OF AN EIGHT INCH FIR TREE AND 3.7 FEET SOUTHEAST OF
 QJ0298'A WHITE WITNESS POST.  THE MARK
 QJ0298'IS FLUSH AND THE DISK IS STAMPED EMMA 1956.
 QJ0298'
 QJ0298'TO REACH THE STATION FROM THE HILLMAN STATE BANK BUILDING IN HILLMAN,
 QJ0298'GO NORTH ON PAVED ROAD FOR
 QJ0298'2.45 MILES TO A CROSSROAD.  CONTINUE NORTH ON PAVED ROAD FOR 0.4 MILE
 QJ0298'TO A Y-INTERSECTION.  TAKE LEFT FORK
 QJ0298'AND GO NORTH ON GRAVEL ROAD FOR 5.4 MILES TO A CROSSROAD.
 QJ0298'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 1.95 MILES
 QJ0298'TO A CROSSROAD.  TURN RIGHT
 QJ0298'AND GO NORTH ON NARROW SAND ROAD FOR 3.2 MILES TO A T-ROAD.  TURN
 QJ0298'LEFT AND GO WEST ON SAND ROAD FOR
 QJ0298'0.5 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON SAND
 QJ0298'ROAD FOR 0.6 MILE TO A
 QJ0298'Y-INTERSECTION.  TAKE LEFT FORK AND GO WEST FOR 0.05 MILE TO A NORROW
 QJ0298'WOODS ROAD LEFT AND A GATE THAT IS
 QJ0298'LOCKED.  PACK SOUTHEAST UP HILL FOR ABOUT 0.25 MILE
 QJ0298'TO THE STATION.  IN ORDER TO DRIVE TO THE STATION,
 QJ0298'INFORMATION AS TO WHERE TO GET THE
 QJ0298'KEY TO THE GATE CAN BE OBTAINED FROM THE FOREST RANGER OCCUPYING THE
 QJ0298'EMMA LOOKOUT TOWER.  TO DRIVE
 QJ0298'TO THE STATION FROM THE GATE, GO SOUTH ON WOODS ROAD FOR 0.4 MILE TO
 QJ0298'THE SOUTHWEST SLOPE OF THE RIDGE.
 QJ0298'TURN SHARP LEFT AND GO NORTH FOLLOWING TRACK ROAD
 QJ0298'UP RIDGE FOR 0.2 MILE TO THE STATION ON TOP OF THE
 QJ0298'HILL.
 QJ0298'
 QJ0298'REFERENCE MARK 1 IS 50 FEET SOUTH OF THE LOWEST PART OF THE SADDLE IN
 QJ0298'THE RIDGE AND 7 FEET EAST OF
 QJ0298'THE CENTER OF THE TRACK ROAD LEADING TO THE LOOKOUT TOWER.  THE
 QJ0298'MARK IS FLUSH AND THE DISK IS STAMPED
 QJ0298'EMMA NO 1 1956.
 QJ0298'
 QJ0298'REFERENCE MARK 2 IS 14 FEET WEST OF THE CENTER OF THE TRACK ROAD
 QJ0298'LEADING TO THE LOOKOUT TOWER
 QJ0298'AND IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE STATION MARK.  THE
 QJ0298'MARK IS FLUSH AND THE DISK IS
 QJ0298'STAMPED EMMA NO 2 1956.
 QJ0298'
 QJ0298'THE AZIMUTH MARK IS 23 FEET NORTH OF THE CENTER OF THE SAND ROAD, 11
 QJ0298'FEET NORTHWEST OF A 14 INCH PINE
 QJ0298'TREE AND 5 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK
 QJ0298'PROJECTS 4 INCHES AND THE DISK IS
 QJ0298'STAMPED EMMA 1956.
 QJ0298'
 QJ0298'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0178 ***********************************************************************
 QK0178  DESIGNATION -  EMMET
 QK0178  PID         -  QK0178
 QK0178  STATE/COUNTY-  MI/EMMET
 QK0178  USGS QUAD   -  
 QK0178
 QK0178                         *CURRENT SURVEY CONTROL
 QK0178  ___________________________________________________________________
 QK0178* NAD 83(1994)-  45 34 12.66764(N)    084 47 05.32265(W)     ADJUSTED  
 QK0178* NAVD 88     -       217.000  (meters)     711.94   (feet)  ADJUSTED  
 QK0178  ___________________________________________________________________
 QK0178  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QK0178  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0178  DYNAMIC HT  -         217.000 (meters)     711.94  (feet)  COMP
 QK0178  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 QK0178
 QK0178  HORZ ORDER  -  SECOND
 QK0178  VERT ORDER  -  SECOND    CLASS 0
 QK0178
 QK0178.This mark is at Pellston Airport (PLN)
 QK0178
 QK0178.The horizontal coordinates were established by classical geodetic methods
 QK0178.and adjusted by the National Geodetic Survey in February 1997..
 QK0178
 QK0178.The orthometric height was determined by differential leveling
 QK0178.and adjusted by the National Geodetic Survey in June 1991..
 QK0178
 QK0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0178
 QK0178.The geoid height was determined by GEOID03.
 QK0178
 QK0178.The dynamic height is computed by dividing the NAVD 88
 QK0178.geopotential number by the normal gravity value computed on the
 QK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0178.degrees latitude (g = 980.6199 gals.).
 QK0178
 QK0178.The modeled gravity was interpolated from observed gravity values.
 QK0178
 QK0178;                    North         East     Units Scale Factor Converg.
 QK0178;SPC MI C     -   250,500.745 5,967,360.251   MT  0.99997257   -0 17 43.4
 QK0178;SPC MI C     -   821,852.84 19,577,953.58   iFT  0.99997257   -0 17 43.4
 QK0178;UTM  16      - 5,048,680.655   672,849.614   MT  0.99996734   +1 34 56.2
 QK0178
 QK0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0178!SPC MI C     -   0.99997151  x   0.99997257  =   0.99994408
 QK0178!UTM  16      -   0.99997151  x   0.99996734  =   0.99993885
 QK0178
 QK0178|---------------------------------------------------------------------|
 QK0178| PID    Reference Object                     Distance      Geod. Az  |
 QK0178|                                                           dddmmss.s |
 QK0178| QK0765 REN PELLSTON RADIO PLN S POLE        17.984 METERS 00146     |
 QK0178| CH1114 EMMET AZ MK                                        0052631.8 |
 QK0178| QK0767 AIRPORT BCN EMMET CO APT 1956        49.198 METERS 19311     |
 QK0178| QK0764 PELLSTON LOOKOUT TOWER              APPROX. 6.9 KM 2390901.5 |
 QK0178| QK0180 EMMET RM 2                            7.078 METERS 27307     |
 QK0178| QK0179 EMMET RM 1                           17.812 METERS 35910     |
 QK0178|---------------------------------------------------------------------|
 QK0178
 QK0178                          SUPERSEDED SURVEY CONTROL
 QK0178
 QK0178  NAD 83(1986)-  45 34 12.66219(N)    084 47 05.32362(W) AD(       ) 2
 QK0178  NAD 27      -  45 34 12.62000(N)    084 47 05.15200(W) AD(       ) 2
 QK0178  NGVD 29 (??/??/92)  217.026  (m)          712.03   (f) ADJ UNCH    2 0
 QK0178
 QK0178.Superseded values are not recommended for survey control.
 QK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0178.See file dsdata.txt to determine how the superseded data were derived.
 QK0178
 QK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7285048681(NAD 83)
 QK0178_MARKER: DS = TRIANGULATION STATION DISK
 QK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0178_STAMPING: EMMET 1956
 QK0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0178
 QK0178  HISTORY     - Date     Condition        Report By
 QK0178  HISTORY     - 1956     MONUMENTED       CGS
 QK0178  HISTORY     - 1959     SEE DESCRIPTION  CGS
 QK0178  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QK0178  HISTORY     - 1962     GOOD             NGS
 QK0178  HISTORY     - 1980     GOOD             NGS
 QK0178  HISTORY     - 20001010 GOOD             WOOLPT
 QK0178
 QK0178                          STATION DESCRIPTION
 QK0178
 QK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0178'THE STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE VILLAGE OF
 QK0178'PELLSTON, ON THE GROUNDS OF
 QK0178'THE PELLSTON-EMMET COUNTY AIRPORT.  IT IS 334 FEET EAST OF THE
 QK0178'ENTRANCE INTO THE AIRPORT OFFICE,
 QK0178'110 FEET WEST OF FENCE LINE, 58 FEET SOUTH OF A WHITE WITNESS POST
 QK0178'AND SOUTH POLE OF THE RBN, PELLSTON
 QK0178'RADIO PLN SOUTH POLE AND 45 FEET NORTH OF THE
 QK0178'CENTERLINE OF THE GRAVELED DRIVEWAY TO THE OFFICE.
 QK0178'THE MARK PROJECTS ABOUT 2 INCHES AND
 QK0178'THE DISK IS STAMPED EMMET 1956.
 QK0178'
 QK0178'TO REACH THE STATION FROM THE RAILROAD STATION IN PELLSTON, GO NORTH
 QK0178'ON U.S. HIGHWAY 31 FOR 1.2 MILES
 QK0178'TO THE ENTRANCE INTO THE AIRPORT ON THE LEFT, WEST SIDE OF THE
 QK0178'HIGHWAY.  TURN LEFT, CROSS RAILROAD
 QK0178'TRACKS FOR 0.05 MILE TO THE STATION ON THE RIGHT,
 QK0178'NORTH SIDE OF DRIVEWAY AS DESCRIBED.
 QK0178'
 QK0178'REFERENCE MARK 1 IS 3 FEET WEST OF THE WHITE WITNESS POST AND RBN,
 QK0178'PELLSTON RADIO PLN SOUTH POLE
 QK0178'AND 7.5 FEET EAST OF THE SOUTHEAST CORNER OF A SMALL WHITE PAINTED
 QK0178'HOUSE.  THE MARK IS FLUSH AND THE
 QK0178'DISK IS STAMPED EMMET NO 1 1956.
 QK0178'
 QK0178'REFERENCE MARK 2 IS 62 FEET SOUTHWEST OF THE WHITE WITNESS POST, 58
 QK0178'FEET SOUTH OF THE SOUTHWEST
 QK0178'CORNER OF THE SMALL WHITE PAINTED HOUSE AND 46 FEET NORTH OF THE
 QK0178'CENTERLINE OF DRIVEWAY TO THE AIRPORT
 QK0178'OFFICE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0178'EMMET NO 2 1956.
 QK0178'
 QK0178'THE AZIMUTH MARK IS 6 FEET NORTHWEST OF A TELEPHONE POLE, 4 FEET
 QK0178'SOUTH OF A WHITE WITNESS POST
 QK0178'AND 1 FOOT WEST OF FENCE LINE, ON AIRPORT GROUNDS.  THE MARK PROJECTS
 QK0178'ABOUT 3 INCHES AND THE DISK IS
 QK0178'STAMPED EMMET 1956.
 QK0178'
 QK0178'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ALONG THE WEST
 QK0178'SIDE OF FENCE LINE FOR 0.3
 QK0178'MILE TO THE MARK AS DESCRIBED.
 QK0178'
 QK0178'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0178
 QK0178                          STATION RECOVERY (1959)
 QK0178
 QK0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 QK0178'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 QK0178'DESCRIPTION ADEQUATE AND CORRECT.
 QK0178
 QK0178                          STATION RECOVERY (1962)
 QK0178
 QK0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0178'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0178
 QK0178                          STATION RECOVERY (1962)
 QK0178
 QK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 QK0178'1 MI N FROM PELLSTON.
 QK0178'AT THE EMMET COUNTY AIRPORT, 334 FEET EAST OF THE ENTRANCE
 QK0178'TO THE AIRPORT OFFICE, 110 FEET EAST OF A FENCE LINE, 58 FEET
 QK0178'SOUTH OF A WHITE WITNESS POST AND RBN, PALLSTON RADIO PLN SOUTH
 QK0178'POLE, AND 45 FEET NORTH OF THE CENTERLINE OF THE GRAVELED
 QK0178'DRIVEWAY TO THE OFFICE.  THE MARK PROJECTS ABOUT 2 INCHES.
 QK0178
 QK0178                          STATION RECOVERY (1980)
 QK0178
 QK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 QK0178'THE STATION, REFERENCE MARKS ONE AND TWO, AND THE AZIMUTH MARK
 QK0178'WERE RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE SMALL WHITE
 QK0178'BUILDING IN THE DESCRIPTION HAS APPARENTLY BEEN MOVED.  IT NOW
 QK0178'BLOCKS THE LINE TO RM 1.
 QK0178'
 QK0178'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILES NORTH OF
 QK0178'PELLSTON (AT EMMET COUNTY AIRPORT).
 QK0178
 QK0178                          STATION RECOVERY (2000)
 QK0178
 QK0178'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 QK0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0179 ***********************************************************************
 QK0179  DESIGNATION -  EMMET RM 1
 QK0179  PID         -  QK0179
 QK0179  STATE/COUNTY-  MI/EMMET
 QK0179  USGS QUAD   -  
 QK0179
 QK0179                         *CURRENT SURVEY CONTROL
 QK0179  ___________________________________________________________________
 QK0179* NAD 83(1986)-  45 34 13.     (N)    084 47 04.     (W)     SCALED    
 QK0179* NAVD 88     -       217.028  (meters)     712.03   (feet)  ADJUSTED  
 QK0179  ___________________________________________________________________
 QK0179  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0179  DYNAMIC HT  -         217.028 (meters)     712.03  (feet)  COMP
 QK0179  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 QK0179
 QK0179  VERT ORDER  -  SECOND    CLASS 0
 QK0179
 QK0179.This mark is at Pellston Airport (PLN)
 QK0179
 QK0179.The horizontal coordinates were scaled from a topographic map and have
 QK0179.an estimated accuracy of +/- 6 seconds.
 QK0179
 QK0179.The orthometric height was determined by differential leveling
 QK0179.and adjusted by the National Geodetic Survey in June 1991..
 QK0179
 QK0179.The geoid height was determined by GEOID03.
 QK0179
 QK0179.The dynamic height is computed by dividing the NAVD 88
 QK0179.geopotential number by the normal gravity value computed on the
 QK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0179.degrees latitude (g = 980.6199 gals.).
 QK0179
 QK0179.The modeled gravity was interpolated from observed gravity values.
 QK0179
 QK0179;                    North         East    Units  Estimated Accuracy
 QK0179;SPC MI C     -   250,510.    5,967,390.      MT  (+/- 180 meters Scaled)
 QK0179
 QK0179                          SUPERSEDED SURVEY CONTROL
 QK0179
 QK0179  NGVD 29 (??/??/92)  217.054  (m)          712.12   (f) ADJ UNCH    2 0
 QK0179
 QK0179.Superseded values are not recommended for survey control.
 QK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0179.See file dsdata.txt to determine how the superseded data were derived.
 QK0179
 QK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR728486(NAD 83)
 QK0179_MARKER: DR = REFERENCE MARK DISK
 QK0179_SETTING: 0 = UNSPECIFIED SETTING
 QK0179_STAMPING: EMMET NO 1 1956
 QK0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0179
 QK0179  HISTORY     - Date     Condition        Report By
 QK0179  HISTORY     - 1956     MONUMENTED       CGS
 QK0179  HISTORY     - 1962     GOOD             NGS
 QK0179
 QK0179                          STATION DESCRIPTION
 QK0179
 QK0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QK0179'1 MI N FROM PELLSTON.
 QK0179'AT THE EMMET COUNTY AIRPORT, 7.5 FEET EAST OF THE SOUTHEAST CORNER
 QK0179'OF A SMALL WHITE PAINTED HOUSE AND 3 FEET WEST OF A WHITE
 QK0179'WITNESS POST AND RBN, PELLSTON RADIO PLN SOUTH POLE.  THE MARK
 QK0179'IS SET FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0180 ***********************************************************************
 QK0180  DESIGNATION -  EMMET RM 2
 QK0180  PID         -  QK0180
 QK0180  STATE/COUNTY-  MI/EMMET
 QK0180  USGS QUAD   -  
 QK0180
 QK0180                         *CURRENT SURVEY CONTROL
 QK0180  ___________________________________________________________________
 QK0180* NAD 83(1994)-  45 34 12.68010(N)    084 47 05.64859(W)     ADJUSTED  
 QK0180* NAVD 88     -       216.951  (meters)     711.78   (feet)  ADJUSTED  
 QK0180  ___________________________________________________________________
 QK0180  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 QK0180  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0180  DYNAMIC HT  -         216.952 (meters)     711.78  (feet)  COMP
 QK0180  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 QK0180
 QK0180  HORZ ORDER  -  SECOND
 QK0180  VERT ORDER  -  SECOND    CLASS 0
 QK0180
 QK0180.This mark is at Pellston Airport (PLN)
 QK0180
 QK0180.The horizontal coordinates were established by classical geodetic methods
 QK0180.and adjusted by the National Geodetic Survey in February 1997..
 QK0180
 QK0180.The orthometric height was determined by differential leveling
 QK0180.and adjusted by the National Geodetic Survey in June 1991..
 QK0180
 QK0180.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0180
 QK0180.The geoid height was determined by GEOID03.
 QK0180
 QK0180.The dynamic height is computed by dividing the NAVD 88
 QK0180.geopotential number by the normal gravity value computed on the
 QK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0180.degrees latitude (g = 980.6199 gals.).
 QK0180
 QK0180.The modeled gravity was interpolated from observed gravity values.
 QK0180
 QK0180;                    North         East     Units Scale Factor Converg.
 QK0180;SPC MI C     -   250,501.167 5,967,353.186   MT  0.99997257   -0 17 43.6
 QK0180;SPC MI C     -   821,854.22 19,577,930.40   iFT  0.99997257   -0 17 43.6
 QK0180;UTM  16      - 5,048,680.845   672,842.539   MT  0.99996731   +1 34 56.0
 QK0180
 QK0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0180!SPC MI C     -   0.99997152  x   0.99997257  =   0.99994409
 QK0180!UTM  16      -   0.99997152  x   0.99996731  =   0.99993883
 QK0180
 QK0180                          SUPERSEDED SURVEY CONTROL
 QK0180
 QK0180  NAD 83(1986)-  45 34 12.67465(N)    084 47 05.64956(W) AD(       ) 2
 QK0180  NAD 27      -  45 34 12.63200(N)    084 47 05.47800(W) AD(       ) 2
 QK0180  NGVD 29 (??/??/92)  216.977  (m)          711.87   (f) ADJ UNCH    2 0
 QK0180
 QK0180.Superseded values are not recommended for survey control.
 QK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0180.See file dsdata.txt to determine how the superseded data were derived.
 QK0180
 QK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7284348681(NAD 83)
 QK0180_MARKER: DR = REFERENCE MARK DISK
 QK0180_SETTING: 0 = UNSPECIFIED SETTING
 QK0180_STAMPING: EMMET NO 2 1956
 QK0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0180
 QK0180  HISTORY     - Date     Condition        Report By
 QK0180  HISTORY     - 1956     MONUMENTED       CGS
 QK0180  HISTORY     - 1962     GOOD             NGS
 QK0180
 QK0180                          STATION DESCRIPTION
 QK0180
 QK0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 QK0180'1 MI N FROM PELLSTON.
 QK0180'AT THE EMMET COUNTY AIRPORT, 62 FEET SOUTHWEST OF A WHITE WITNESS
 QK0180'POST, 58 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL WHITE
 QK0180'PAINTED HOUSE AND 46 FEET NORTH OF THE CENTERLINE OF DRIVEWAY
 QK0180'TO THE AIRPORT OFFICE.  THE MARK IS SET FLUSH WITH THE SURFACE
 QK0180'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1188 ***********************************************************************
 NE1188  DESIGNATION -  EMMETT
 NE1188  PID         -  NE1188
 NE1188  STATE/COUNTY-  MI/ST CLAIR
 NE1188  USGS QUAD   -  MEMPHIS (1991)
 NE1188
 NE1188                         *CURRENT SURVEY CONTROL
 NE1188  ___________________________________________________________________
 NE1188* NAD 83(1994)-  42 56 27.17842(N)    082 45 44.89834(W)     ADJUSTED  
 NE1188* NAVD 88     -       234.48   (+/-2cm)     769.3    (feet)  VERTCON   
 NE1188  ___________________________________________________________________
 NE1188  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 NE1188  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE1188
 NE1188  HORZ ORDER  -  FIRST
 NE1188  VERT ORDER  -  THIRD ? (See Below)
 NE1188
 NE1188.The horizontal coordinates were established by classical geodetic methods
 NE1188.and adjusted by the National Geodetic Survey in February 1997..
 NE1188
 NE1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1188.The vertical order pertains to the NGVD 29 superseded value.
 NE1188
 NE1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1188
 NE1188.The geoid height was determined by GEOID03.
 NE1188
 NE1188;                    North         East     Units Scale Factor Converg.
 NE1188;SPC MI S     -   161,296.946 4,130,912.888   MT  0.99990735   +1 05 30.1
 NE1188;SPC MI S     -   529,189.46 13,552,863.81   iFT  0.99990735   +1 05 30.1
 NE1188;UTM  17      - 4,755,756.890   356,204.517   MT  0.99985438   -1 12 03.2
 NE1188
 NE1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1188!SPC MI S     -   0.99996869  x   0.99990735  =   0.99987604
 NE1188!UTM  17      -   0.99996869  x   0.99985438  =   0.99982308
 NE1188
 NE1188|---------------------------------------------------------------------|
 NE1188| PID    Reference Object                     Distance      Geod. Az  |
 NE1188|                                                           dddmmss.s |
 NE1188| CH0190 EMMETT RM 1                          46.376 METERS 06157     |
 NE1188| NE1189 TT 2 B USGS 1943                     50.320 METERS 12205     |
 NE1188| NE1209 RICHMOND STANDPIPE USLS             APPROX.14.4 KM 1772113.2 |
 NE1188| NE1200 EMMETT AZ MK 2                      393.705 METERS 26755     |
 NE1188| OJ0833 CAPAC MUNICIPAL TANK                APPROX.16.1 KM 2985937.9 |
 NE1188| NE1187 EMMETT CH OUR LADY SPIRE USLS       APPROX. 5.9 KM 3581134.3 |
 NE1188| CH0189 EMMETT AZ MK                                       3593513.2 |
 NE1188|---------------------------------------------------------------------|
 NE1188
 NE1188                          SUPERSEDED SURVEY CONTROL
 NE1188
 NE1188  NAD 83(1986)-  42 56 27.16883(N)    082 45 44.93173(W) AD(       ) 1
 NE1188  NAD 27      -  42 56 27.06696(N)    082 45 45.19800(W) AD(       ) 1
 NE1188  NGVD 29 (07/19/86)  234.59   (m)          769.7    (f) LEVELING    3  
 NE1188
 NE1188.Superseded values are not recommended for survey control.
 NE1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1188.See file dsdata.txt to determine how the superseded data were derived.
 NE1188
 NE1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5620555757(NAD 83)
 NE1188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1188+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2003
 NE1188
 NE1188  HISTORY     - Date     Condition        Report By
 NE1188  HISTORY     - 1943     MONUMENTED       CGS
 NE1188  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 NE1188  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NE1188  HISTORY     - 20030930 GOOD             ROWEIN
 NE1188
 NE1188                          STATION DESCRIPTION
 NE1188
 NE1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1188'THE STATION IS
 NE1188'LOCATED 3.35 MILES
 NE1188'S OF THE SMALL VILLAGE OF EMMETT ON LAND
 NE1188'OWNED BY HAROLD BURNS, 89 FEET W OF
 NE1188'THE CENTER LINE OF STATE
 NE1188'HIGHWAY 19 M, 64 FEET N OF THE CENTER LINE OF MASTERS
 NE1188'ROAD, 46
 NE1188'FEET SE OF THE SE CORNER OF THE BURNS TENANT FARMHOUSE, 27.6 FEET
 NE1188'N OF A REFERENCE
 NE1188'POST AND AN E-W FENCELINE.  THE MARK IS SET 8
 NE1188'INCHES BELOW THE SURFACE OF THE
 NE1188'GROUND AND IS STAMPED EMMETT
 NE1188'1943.
 NE1188'
 NE1188'SURFACE, UNDERGROUND, REFERENCE MARK 1 AND AZIMUTH MARK ARE
 NE1188'BRONZE DISKS SET
 NE1188'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 NE1188'11A.
 NE1188'
 NE1188'REFERENCE MARK 1 IS 152.18 FEET NE OF THE STATION, 48.7 FEET
 NE1188'E OF THE CENTER
 NE1188'LINE OF MICHIGAN STATE HIGHWAY 19 M, 1.4 FEET W
 NE1188'OF A N-S FENCELINE.  STAMPED
 NE1188'EMMETT NO 1 1943.
 NE1188'
 NE1188'REFERENCE MARK 2 (USGS TT 2 B 1942) IS 165.14 FEET SE OF THE
 NE1188'STATION, 47 FEET E
 NE1188'OF THE CENTER LINE OF HIGHWAY 19 M, 34 FEET S
 NE1188'OF THE CENTER LINE OF MASTERS ROAD,
 NE1188'4.6 FEET W OF A N-S FENCELINE.
 NE1188'IT IS A STANDARD U.S.G.S. BENCH MARK AND PROJECTS 2
 NE1188'INCHES.
 NE1188'STAMPED TT 2 B 1942, ELEVATION 770 FEET.
 NE1188'
 NE1188'THE AZIMUTH MARK IS 0.4 MILE N OF THE STATION, 65.6 FEET NW
 NE1188'OF POLE 447, 32.2
 NE1188'FEET E OF THE CENTER LINE OF HIGHWAY 19 M,
 NE1188'19.6 FEET W OF A N-S FENCELINE, 1.6
 NE1188'FEET S OF A REFERENCE POST.
 NE1188'STAMPED EMMETT 1943.
 NE1188'
 NE1188'TO REACH THE STATION FROM THE EMMETT POST OFFICE, GO S ON
 NE1188'HIGHWAY 19 M FOR
 NE1188'3.35 MILES TO THE MASTERS CROSS ROAD AND STATION
 NE1188'AS DESCRIBED.
 NE1188'
 NE1188'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON HIGHWAY
 NE1188'19 M FOR 0.4 MILE
 NE1188'AND MARK ON THE RIGHT AS DESCRIBED.
 NE1188'
 NE1188'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 NE1188
 NE1188                          STATION RECOVERY (1974)
 NE1188
 NE1188'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JEM)
 NE1188'RECOVERED BY JOHN E MAXSON, COMMONWEALTH ASSOCIATES INC.
 NE1188'COMMONWEALTH
 NE1188'ASSOCIATES INC.
 NE1188'
 NE1188'EMMETT 1943 (STA) GOOD
 NE1188'
 NE1188'EMMETT 1943 (AZ.) GOOD.
 NE1188'
 NE1188'EMMETT NO 1 1943 GOOD
 NE1188'
 NE1188'TT 2 B 1942 GOOD
 NE1188'
 NE1188'AZIMUTH MARK IS 0.5 MILES NORTH
 NE1188'OF MASTERS RD. AND
 NE1188'M-19 INTERSECTION AND THE STATION.
 NE1188
 NE1188                          STATION RECOVERY (1977)
 NE1188
 NE1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1188'THE STATION MARK AND TT 2 B WERE RECOVERED IN GOOD CONDITION.
 NE1188'REFERENCE MARK 1 WAS RECOVERED WITH THE SOUTH HALF OF THE
 NE1188'MONUMENT BROKEN OFF AND THE DISK MARRED (APPARENTLY HIT BY
 NE1188'FARM MACHINERY).  THE AZIMUTH MARK WAS NOT RECOVERED.  AN
 NE1188'AZIMUTH MARK 2 WAS ESTABLISHED.  A SHORTER MEASUREMENT OF
 NE1188'0.006 METER WAS NOTED TO THE REFERENCE MARK.  A NEW
 NE1188'DESCRIPTION FOLLOWS.
 NE1188'
 NE1188'MILES SOUTH OF EMMETT, ALONG STATE HIGHWAY 19, IN THE FRONT
 NE1188'YARD OF AN ABANDONED HOUSE OWNED BY HAROLD BURNS.  AT THIS
 NE1188'TIME THE EAST SECTION OF THE YARD IS WELL KEPT, THE WEST
 NE1188'SECTION IS IN CULTIVATION.  IT IS IN THE SOUTHEAST CORNER OF
 NE1188'SECTION 14, T 6 N, R 14 E.
 NE1188'
 NE1188'TO REACH THE STATION FROM THE EMMETT POST OFFICE, GO SOUTH ON
 NE1188'HIGHWAY 19 FOR 3.4 MILES TO A CROSSROAD (MASTERS ROAD), AND
 NE1188'THE STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 NE1188'
 NE1188'STATION MARKS STAMPED---EMMETT 1943---ARE STANDARD DISKS.  THE
 NE1188'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NE1188'MONUMENT 10 INCHES BELOW GROUND.  IT IS 88 FEET WEST OF THE
 NE1188'CENTER OF HIGHWAY 19, 65 FEET NORTH OF THE CENTER OF MASTERS
 NE1188'ROAD, 54 FEET WEST-NORTHWEST OF A UTILITY POLE, 52 FEET SOUTH-
 NE1188'SOUTHWEST OF A 14-INCH WILLOW TREE, 49.3 FEET SOUTH-SOUTHEAST
 NE1188'OF THE SOUTHEAST CORNER OF THE FRAME HOUSE (AT THE DOOR),
 NE1188'AND 20 FEET NORTH-NORTHEAST OF THE CENTER OF A FILLED IN WELL.
 NE1188'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 NE1188'CONCRETE MASS AS DESCRIBED IN 1943.
 NE1188'
 NE1188'REFERENCE MARK 1, STAMPED---EMMETT NO 1 1943---, IS A
 NE1188'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NE1188'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 127 FEET
 NE1188'NORTH OF THE CENTER OF MASTERS ROAD, 50 FEET EAST OF THE
 NE1188'CENTER OF HIGHWAY 19, 1.5 FEET SOUTHWEST OF A METAL
 NE1188'WITNESS POST, AND 1 FOOT BELOW THE HIGHWAY.
 NE1188'
 NE1188'TT 2 B, STAMPED---TT 2 B 1943 770 FEET---, IS A U.S. GEOLOGICAL
 NE1188'SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE MONUMENT
 NE1188'PROJECTING 3 INCHES ABOVE GROUND.  IT IS 47 FEET EAST OF THE
 NE1188'CENTER OF HIGHWAY 19, 33 FEET SOUTH OF THE CENTER OF MASTERS
 NE1188'ROAD, 27.3 FEET NORTH OF AN UNDERGROUND TELEPHONE LINE
 NE1188'JUNCTION BOX, 4.0 FEET WEST OF A CONCRETE RIGHT-OF-WAY POST IN
 NE1188'A FENCE LINE, AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
 NE1188'
 NE1188'AZIMUTH MARK 2, STAMPED---EMMETT 1943 NO 2 1977---, IS A
 NE1188'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1188'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 63
 NE1188'FEET EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 NE1188'TO 11133 MASTERS ROAD, 36 FEET NORTH OF THE ROAD CENTER, 5 FEET
 NE1188'WEST-SOUTHWEST OF A METAL WITNESS POST, AND 3 FEET EAST OF A
 NE1188'UTILITY POLE WITH LINES CROSSING THE ROAD.
 NE1188'
 NE1188'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON MASTERS
 NE1188'ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NE1188'
 NE1188'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1188'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 NE1188'DESCRIBED BY G.R.HEID.
 NE1188
 NE1188                          STATION RECOVERY (2003)
 NE1188
 NE1188'RECOVERY NOTE BY ROWE INCORPORATED 2003 (SLC)
 NE1188'STATION IS 24.8 FEET SOUTH OF A TWIN 10 INCH BASSWOOD.  THE 14 INCH
 NE1188'WILLOW AND FRAME HOUSE IN THE 1977 DESCRIPTION NO LONGER EXIST.
 NE1188'REFERENCE MARK 1 AND TT 2 B WERE BOTH FOUND AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1200 ***********************************************************************
 NE1200  DESIGNATION -  EMMETT AZ MK 2
 NE1200  PID         -  NE1200
 NE1200  STATE/COUNTY-  MI/ST CLAIR
 NE1200  USGS QUAD   -  MEMPHIS (1991)
 NE1200
 NE1200                         *CURRENT SURVEY CONTROL
 NE1200  ___________________________________________________________________
 NE1200* NAD 83(1994)-  42 56 26.71262(N)    082 46 02.25202(W)     ADJUSTED  
 NE1200* NAVD 88     -       235.0    (meters)     771.     (feet)  VERTCON   
 NE1200  ___________________________________________________________________
 NE1200  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 NE1200  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE1200
 NE1200  HORZ ORDER  -  SECOND
 NE1200
 NE1200.The horizontal coordinates were established by classical geodetic methods
 NE1200.and adjusted by the National Geodetic Survey in February 1997..
 NE1200
 NE1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1200
 NE1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1200
 NE1200.The geoid height was determined by GEOID03.
 NE1200
 NE1200;                    North         East     Units Scale Factor Converg.
 NE1200;SPC MI S     -   161,275.092 4,130,519.827   MT  0.99990735   +1 05 18.3
 NE1200;SPC MI S     -   529,117.76 13,551,574.24   iFT  0.99990735   +1 05 18.3
 NE1200;UTM  17      - 4,755,750.777   355,810.916   MT  0.99985577   -1 12 15.0
 NE1200
 NE1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1200!SPC MI S     -   0.99996861  x   0.99990735  =   0.99987596
 NE1200!UTM  17      -   0.99996861  x   0.99985577  =   0.99982439
 NE1200
 NE1200|---------------------------------------------------------------------|
 NE1200| PID    Reference Object                     Distance      Geod. Az  |
 NE1200|                                                           dddmmss.s |
 NE1200| NE1188 EMMETT                              393.705 METERS 08754     |
 NE1200| NE1199 EMMETT OFFSET                         5.418 METERS 08755     |
 NE1200|---------------------------------------------------------------------|
 NE1200
 NE1200                          SUPERSEDED SURVEY CONTROL
 NE1200
 NE1200  NAD 83(1986)-  42 56 26.70309(N)    082 46 02.28546(W) AD(       ) 2
 NE1200  NAD 27      -  42 56 26.60129(N)    082 46 02.55100(W) AD(       ) 2
 NE1200  NGVD 29 (07/19/86)  235.1    (m)          771.     (f) VERT ANG       
 NE1200
 NE1200.Superseded values are not recommended for survey control.
 NE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1200.See file dsdata.txt to determine how the superseded data were derived.
 NE1200
 NE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5581155751(NAD 83)
 NE1200_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1200+STABILITY: SURFACE MOTION
 NE1200
 NE1200  HISTORY     - Date     Condition        Report By
 NE1200  HISTORY     - 1977     MONUMENTED       NGS
 NE1200
 NE1200                          STATION DESCRIPTION
 NE1200
 NE1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1200'THE STATION IS LOCATED 9-1/2 MILES SOUTHEAST OF CAPAC, 3-1/2
 NE1200'MILES SOUTH OF EMMETT.
 NE1200'
 NE1200'TO REACH THE STATION FROM THE EMMETT POST OFFICE, GO SOUTH ON
 NE1200'HIGHWAY 19 FOR 3.4 MILES TO A CROSSROAD, TURN RIGHT AND
 NE1200'GO WEST ON MASTERS ROAD FOR 0.3 MILE TO THE MARK ON THE
 NE1200'RIGHT.
 NE1200'
 NE1200'AZIMUTH MARK 2, STAMPED---EMMETT 1943 NO 2 1977---, IS A
 NE1200'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NE1200'CONCRETE MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 63
 NE1200'FEET EAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 NE1200'TO 11133 MASTERS ROAD, 36 FEET NORTH OF THE ROAD CENTER, 5 FEET
 NE1200'WEST-SOUTHWEST OF A METAL WITNESS POST, AND 3 FEET EAST OF A
 NE1200'UTILITY POLE WITH LINES CROSSING THE ROAD.
 NE1200'
 NE1200'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION EMMETT.
 NE1200'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 NE1200'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 NE1200'DESCRIBED BY G.R.HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1192 ***********************************************************************
 NE1192  DESIGNATION -  EMMETT CATHOLIC CH SPIRE
 NE1192  PID         -  NE1192
 NE1192  STATE/COUNTY-  MI/ST CLAIR
 NE1192  USGS QUAD   -  MEMPHIS (1991)
 NE1192
 NE1192                         *CURRENT SURVEY CONTROL
 NE1192  ___________________________________________________________________
 NE1192* NAD 83(1994)-  42 59 35.66222(N)    082 45 53.26580(W)     ADJUSTED  
 NE1192* NAVD 88     -                                                        
 NE1192  ___________________________________________________________________
 NE1192  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 NE1192  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE1192
 NE1192  HORZ ORDER  -  THIRD
 NE1192
 NE1192.The horizontal coordinates were established by classical geodetic methods
 NE1192.and adjusted by the National Geodetic Survey in February 1997..
 NE1192
 NE1192
 NE1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1192
 NE1192.The geoid height was determined by GEOID03.
 NE1192
 NE1192;                    North         East     Units Scale Factor Converg.
 NE1192;SPC MI S     -   167,108.152 4,130,612.586   MT  0.99990866   +1 05 24.4
 NE1192;SPC MI S     -   548,255.09 13,551,878.56   iFT  0.99990866   +1 05 24.4
 NE1192;UTM  17      - 4,761,575.147   356,136.981   MT  0.99985461   -1 12 13.1
 NE1192
 NE1192                          SUPERSEDED SURVEY CONTROL
 NE1192
 NE1192  NAD 83(1986)-  42 59 35.65238(N)    082 45 53.29781(W) AD(       ) 4
 NE1192  NAD 27      -  42 59 35.55318(N)    082 45 53.56134(W) AD(       ) 3
 NE1192
 NE1192.Superseded values are not recommended for survey control.
 NE1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1192.See file dsdata.txt to determine how the superseded data were derived.
 NE1192
 NE1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5613761575(NAD 83)
 NE1192
 NE1192  HISTORY     - Date     Condition        Report By
 NE1192  HISTORY     - 1977     MONUMENTED       NGS
 NE1192  HISTORY     - 19970330 GOOD             USPSQD
 NE1192
 NE1192                          STATION DESCRIPTION
 NE1192
 NE1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1192'THE EMMETT CATHOLIC CHURCH OF OUR LADY SPIRE (NOT TO BE
 NE1192'CONFUSED WITH A SPIRE WITH THE SAME NAME THAT WAS CONSTRUCTED
 NE1192'IN 1896.  NO DATA AVAILABLE ON OLD SPIRE BUT THE SPIRE
 NE1192'INTERSECTED AT THIS TIME IS OF MODERN DESIGN, PROBABLY
 NE1192'BUILT AT THE SAME LOCATION.) IS LOCATED ADJACENT TO THE
 NE1192'CHURCH BUILDING LOCATED IN THE SOUTHWEST ANGLE OF INTERSECTION
 NE1192'FORMED BY BRANDON ROAD AND KINNEY STREET (STATE HIGHWAY 19) IN
 NE1192'EMMETT.
 NE1192'
 NE1192'THE STATION IS THE TALL, THIN CROSS ATOP THE SPIRE, WHICH IS
 NE1192'A 3 LEGGED STRUCTURE THAT TAPERS INTO A THIN VERTICAL COLUMN
 NE1192'HOUSING 3 BELLS NEAR THE TOP.  IT IS PAINTED WHITE, 80 FEET
 NE1192'HIGH.
 NE1192'
 NE1192'DESCRIBED BY GRH
 NE1192
 NE1192                          STATION RECOVERY (1997)
 NE1192
 NE1192'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1187 ***********************************************************************
 NE1187  DESIGNATION -  EMMETT CH OUR LADY SPIRE USLS
 NE1187  PID         -  NE1187
 NE1187  STATE/COUNTY-  MI/ST CLAIR
 NE1187  USGS QUAD   -  MEMPHIS (1991)
 NE1187
 NE1187                         *CURRENT SURVEY CONTROL
 NE1187  ___________________________________________________________________
 NE1187* NAD 83(1994)-  42 59 37.26928(N)    082 45 53.06864(W)     ADJUSTED  
 NE1187* NAVD 88     -                                                        
 NE1187  ___________________________________________________________________
 NE1187  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 NE1187  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE1187
 NE1187  HORZ ORDER  -  THIRD
 NE1187
 NE1187.The horizontal coordinates were established by classical geodetic methods
 NE1187.and adjusted by the National Geodetic Survey in February 1997..
 NE1187
 NE1187
 NE1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1187
 NE1187.The geoid height was determined by GEOID03.
 NE1187
 NE1187;                    North         East     Units Scale Factor Converg.
 NE1187;SPC MI S     -   167,157.816 4,130,616.108   MT  0.99990867   +1 05 24.6
 NE1187;SPC MI S     -   548,418.03 13,551,890.12   iFT  0.99990867   +1 05 24.6
 NE1187;UTM  17      - 4,761,624.628   356,142.487   MT  0.99985459   -1 12 13.0
 NE1187
 NE1187                          SUPERSEDED SURVEY CONTROL
 NE1187
 NE1187  NAD 83(1986)-  42 59 37.25859(N)    082 45 53.10078(W) AD(       ) 4
 NE1187  NAD 27      -  42 59 37.16285(N)    082 45 53.36448(W) AD(       ) 3
 NE1187
 NE1187.Superseded values are not recommended for survey control.
 NE1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1187.See file dsdata.txt to determine how the superseded data were derived.
 NE1187
 NE1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5614261625(NAD 83)
 NE1187
 NE1187  HISTORY     - Date     Condition        Report By
 NE1187  HISTORY     - UNK      MONUMENTED
 NE1187  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NE1187  HISTORY     - 19970330 GOOD             USPSQD
 NE1187
 NE1187                          STATION DESCRIPTION
 NE1187
 NE1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1187'STATION IS THE TALL PYRAMIDAL SPIRE ATOP THE
 NE1187'CATHOLIC CHURCH OF
 NE1187'OUR LADY, LOCATED ABOUT 50 YARDS NE OF THE
 NE1187'INTERSECTION OF BRANDON ROAD AND
 NE1187'KINNEY ROAD ON THE N EDGE OF THE
 NE1187'VILLAGE OF EMMETT.  THE CHURCH IS OF RED BRICK
 NE1187'WITH A GRAY STONE
 NE1187'FOUNDATION AND WAS BUILT IN 1896.
 NE1187'
 NE1187'THE POINT OBSERVED WAS THE GOLD CROSS AT THE APEX OF THE
 NE1187'SPIRE.
 NE1187'
 NE1187'THIS IS AN INTERSECTION STATION.
 NE1187
 NE1187                          STATION RECOVERY (1997)
 NE1187
 NE1187'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0828 ***********************************************************************
 OJ0828  DESIGNATION -  EMMETT MUSIC CO MAST
 OJ0828  PID         -  OJ0828
 OJ0828  STATE/COUNTY-  MI/ST CLAIR
 OJ0828  USGS QUAD   -  BROCKWAY (1978)
 OJ0828
 OJ0828                         *CURRENT SURVEY CONTROL
 OJ0828  ___________________________________________________________________
 OJ0828* NAD 83(1994)-  43 01 38.19703(N)    082 48 28.25013(W)     ADJUSTED  
 OJ0828* NAVD 88     -                                                        
 OJ0828  ___________________________________________________________________
 OJ0828  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 OJ0828  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OJ0828
 OJ0828  HORZ ORDER  -  THIRD
 OJ0828
 OJ0828.The horizontal coordinates were established by classical geodetic methods
 OJ0828.and adjusted by the National Geodetic Survey in February 1997..
 OJ0828
 OJ0828
 OJ0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0828
 OJ0828.The geoid height was determined by GEOID03.
 OJ0828
 OJ0828;                    North         East     Units Scale Factor Converg.
 OJ0828;SPC MI S     -   170,822.591 4,127,032.704   MT  0.99990995   +1 03 39.0
 OJ0828;SPC MI S     -   560,441.57 13,540,133.54   iFT  0.99990995   +1 03 39.0
 OJ0828;UTM  17      - 4,765,429.726   352,708.824   MT  0.99986689   -1 14 01.7
 OJ0828
 OJ0828                          SUPERSEDED SURVEY CONTROL
 OJ0828
 OJ0828  NAD 83(1986)-  43 01 38.18777(N)    082 48 28.28086(W) AD(       ) 4
 OJ0828  NAD 27      -  43 01 38.09071(N)    082 48 28.53876(W) AD(       ) 3
 OJ0828
 OJ0828.Superseded values are not recommended for survey control.
 OJ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0828.See file dsdata.txt to determine how the superseded data were derived.
 OJ0828
 OJ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5270965430(NAD 83)
 OJ0828
 OJ0828  HISTORY     - Date     Condition        Report By
 OJ0828  HISTORY     - 1977     MONUMENTED       NGS
 OJ0828
 OJ0828                          STATION DESCRIPTION
 OJ0828
 OJ0828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0828'THE EMMETT BLUE WATER MUSIC COMPANY MAST IS LOCATED
 OJ0828'6-1/2 MILES EAST OF CAPAC, 3 MILES NORTH-NORTHWEST OF EMMETT,
 OJ0828'1 MILE NORTH OF STATE HIGHWAY 21, IN THE NORTHWEST 1/4 OF
 OJ0828'SECTION 22, T 7 N, R 14 E.
 OJ0828'
 OJ0828'THE STATION IS THE LIGHT ATOP THE SINGLE COLUMN, GUYED MAST,
 OJ0828'PAINTED RED AND WHITE, 450 FEET HIGH.
 OJ0828'
 OJ0828'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 OJ0828'AND 21 AT THE NORTH EDGE OF EMMETT, GO WEST ON HIGHWAY 21 FOR
 OJ0828'3.2 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON SHERIDAN ROAD
 OJ0828'FOR 1 MILE TO A CROSSROAD.  TURN RIGHT, EAST, ON IMLAY CITY
 OJ0828'ROAD FOR 0.2 MILE TO THE MAST ON THE RIGHT.
 OJ0828'
 OJ0828'DESCRIBED BY VDN (GRH)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0586 ***********************************************************************
 NE0586  DESIGNATION -  EMMONS
 NE0586  PID         -  NE0586
 NE0586  STATE/COUNTY-  MI/WAYNE
 NE0586  USGS QUAD   -  WYANDOTTE (1981)
 NE0586
 NE0586                         *CURRENT SURVEY CONTROL
 NE0586  ___________________________________________________________________
 NE0586* NAD 83(1986)-  42 13 57.     (N)    083 08 55.     (W)     SCALED    
 NE0586* NAVD 88     -       176.262  (meters)     578.29   (feet)  ADJUSTED  
 NE0586  ___________________________________________________________________
 NE0586  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 NE0586  DYNAMIC HT  -         176.207 (meters)     578.11  (feet)  COMP
 NE0586  MODELED GRAV-     980,308.6   (mgal)                       NAVD 88
 NE0586
 NE0586  VERT ORDER  -  FIRST     CLASS 0
 NE0586
 NE0586.The horizontal coordinates were scaled from a topographic map and have
 NE0586.an estimated accuracy of +/- 6 seconds.
 NE0586
 NE0586.The orthometric height was determined by differential leveling
 NE0586.and adjusted by the National Geodetic Survey in June 1991..
 NE0586
 NE0586.The geoid height was determined by GEOID03.
 NE0586
 NE0586.The dynamic height is computed by dividing the NAVD 88
 NE0586.geopotential number by the normal gravity value computed on the
 NE0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0586.degrees latitude (g = 980.6199 gals.).
 NE0586
 NE0586.The modeled gravity was interpolated from observed gravity values.
 NE0586
 NE0586;                    North         East    Units  Estimated Accuracy
 NE0586;SPC MI S     -    82,090.    4,100,540.      MT  (+/- 180 meters Scaled)
 NE0586
 NE0586                          SUPERSEDED SURVEY CONTROL
 NE0586
 NE0586  NGVD 29 (??/??/92)  176.433  (m)          578.85   (f) ADJ UNCH    1 0
 NE0586
 NE0586.Superseded values are not recommended for survey control.
 NE0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0586.See file dsdata.txt to determine how the superseded data were derived.
 NE0586
 NE0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG227778(NAD 83)
 NE0586_MARKER: Z = SEE DESCRIPTION
 NE0586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0586_SP_SET: STEEL ROD
 NE0586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0586
 NE0586  HISTORY     - Date     Condition        Report By
 NE0586  HISTORY     - 1949     MONUMENTED       USLS
 NE0586  HISTORY     - 1970     GOOD             NGS
 NE0586  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NE0586  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0586
 NE0586                          STATION DESCRIPTION
 NE0586
 NE0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 NE0586'IN WYANDOTTE.
 NE0586'EMMONS IS IN THE NORTH PART OF WYANDOTTE, WAYNE COUNTY, MICHIGAN,
 NE0586'JUST DOWNRIVER FROM THE INTERSECTION OF BIDDLE AND EMMONS
 NE0586'STREETS, 21.5 FEET UPRIVER FROM UPRIVER EDGE OF CONCRETE
 NE0586'DRIVEWAY INTO 211 BIDDLE AVENUE, 19.5 FEET EAST OF BIDDLE
 NE0586'AVENUE CURB, 8.4 FEET NORTH OF A WATER VALVE PROTRUDING 3-INCHES
 NE0586'ABOVE THE GROUND, 0.7 FEET BELOW THE GROUND SURFACE, BEING
 NE0586'HIGHEST POINT ON TOP OF A 3/4-INCH SQUARE STEEL ROD, 8 FEET LONG
 NE0586'WITH LOWER 4 FEET TWISTED.  NOTE-- PREV. DESIG. BM. EMMONS 1949.
 NE0586
 NE0586                          STATION RECOVERY (1984)
 NE0586
 NE0586'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0586'MARK NOT FOUND.
 NE0586
 NE0586                          STATION RECOVERY (1999)
 NE0586
 NE0586'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0549 ***********************************************************************
 NE0549  DESIGNATION -  END
 NE0549  PID         -  NE0549
 NE0549  STATE/COUNTY-  MI/WAYNE
 NE0549  USGS QUAD   -  WYANDOTTE (1981)
 NE0549
 NE0549                         *CURRENT SURVEY CONTROL
 NE0549  ___________________________________________________________________
 NE0549* NAD 83(1986)-  42 10 41.     (N)    083 08 44.     (W)     SCALED    
 NE0549* NAVD 88     -       176.21   (+/-2cm)     578.1    (feet)  VERTCON   
 NE0549  ___________________________________________________________________
 NE0549  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0549
 NE0549  VERT ORDER  -  ? (See Below)
 NE0549
 NE0549.The horizontal coordinates were scaled from a topographic map and have
 NE0549.an estimated accuracy of +/- 6 seconds.
 NE0549
 NE0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE0549.The vertical order pertains to the NGVD 29 superseded value.
 NE0549
 NE0549.The geoid height was determined by GEOID03.
 NE0549
 NE0549;                    North         East    Units  Estimated Accuracy
 NE0549;SPC MI S     -    76,050.    4,100,880.      MT  (+/- 180 meters Scaled)
 NE0549
 NE0549                          SUPERSEDED SURVEY CONTROL
 NE0549
 NE0549  NGVD 29 (??/??/92)  176.383  (m)          578.68   (f) ADJ UNCH    ?  
 NE0549
 NE0549.Superseded values are not recommended for survey control.
 NE0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0549.See file dsdata.txt to determine how the superseded data were derived.
 NE0549
 NE0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG228717(NAD 83)
 NE0549_MARKER: Z = SEE DESCRIPTION
 NE0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0549_SP_SET: ROD
 NE0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0549
 NE0549  HISTORY     - Date     Condition        Report By
 NE0549  HISTORY     - 1948     MONUMENTED       USLS
 NE0549  HISTORY     - 1970     GOOD             USLS
 NE0549
 NE0549                          STATION DESCRIPTION
 NE0549
 NE0549'DESCRIBED BY US LAKE SURVEY 1970
 NE0549'AT GROSSE ILE.
 NE0549'END IS IN THE LOWER PART OF THE DETROIT RIVER, ON EAST SIDE
 NE0549'OF AND NEAR THE HEAD OF GROSSE ILE, WAYNE COUNTY, MICHIGAN,
 NE0549'0.4 MILES NORTH OF BRIDGE ROAD, AT THE SOUTHWEST CORNER OF PARK
 NE0549'LANE ROAD AND ROAD TO THE WEST, 37.1 FEET FROM CENTERLINE
 NE0549'OF PARK LANE ROAD, 20.1 FEET FROM CENTERLINE OF ROAD TO THE
 NE0549'WEST, 8.5 FEET WEST OF A MAPLE, 1/4-FOOT BELOW THE GROUND
 NE0549'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER ROD,
 NE0549'7-1/2 FEET LONG.  NOTE-- PREV. DESIG. BM END 1948
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0605 ***********************************************************************
 QK0605  DESIGNATION -  ENERGY
 QK0605  PID         -  QK0605
 QK0605  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0605  USGS QUAD   -  OCQUEOC (1986)
 QK0605
 QK0605                         *CURRENT SURVEY CONTROL
 QK0605  ___________________________________________________________________
 QK0605* NAD 83(1994)-  45 29 24.76438(N)    084 01 59.18191(W)     ADJUSTED  
 QK0605* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QK0605  ___________________________________________________________________
 QK0605  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 QK0605  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 QK0605
 QK0605  HORZ ORDER  -  THIRD
 QK0605
 QK0605.The horizontal coordinates were established by classical geodetic methods
 QK0605.and adjusted by the National Geodetic Survey in February 1997..
 QK0605
 QK0605.The orthometric height was scaled from a topographic map.
 QK0605
 QK0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0605
 QK0605.The geoid height was determined by GEOID03.
 QK0605
 QK0605;                    North         East     Units Scale Factor Converg.
 QK0605;SPC MI C     -   241,582.149 6,026,073.803   MT  0.99995825   +0 14 08.3
 QK0605;SPC MI C     -   792,592.35 19,770,583.34   iFT  0.99995825   +0 14 08.3
 QK0605;UTM  16      - 5,041,691.514   731,832.440   MT  1.00026085   +2 07 00.2
 QK0605;UTM  17      - 5,041,884.876   262,993.834   MT  1.00029068   -2 09 50.4
 QK0605
 QK0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0605!SPC MI C     -   0.99997235  x   0.99995825  =   0.99993060
 QK0605!UTM  16      -   0.99997235  x   1.00026085  =   1.00023319
 QK0605!UTM  17      -   0.99997235  x   1.00029068  =   1.00026302
 QK0605
 QK0605:                Primary Azimuth Mark                     Grid Az
 QK0605:SPC MI C     -  RADIO STATION WHAK MAST                  139 22 48.3
 QK0605:UTM  16      -  RADIO STATION WHAK MAST                  137 29 56.4
 QK0605:UTM  17      -  RADIO STATION WHAK MAST                  141 46 47.0
 QK0605
 QK0605|---------------------------------------------------------------------|
 QK0605| PID    Reference Object                     Distance      Geod. Az  |
 QK0605|                                                           dddmmss.s |
 QK0605| QJ0310 RADIO STATION WHAK MAST             APPROX.13.4 KM 1393656.6 |
 QK0605| CH1115 ENERGY RM 1                          11.520 METERS 14201     |
 QK0605| QK0578 OWENS LOOKOUT TOWER                 APPROX.19.2 KM 2815021.2 |
 QK0605| CH1116 ENERGY RM 2                          12.364 METERS 32243     |
 QK0605|---------------------------------------------------------------------|
 QK0605
 QK0605                          SUPERSEDED SURVEY CONTROL
 QK0605
 QK0605  NAD 83(1986)-  45 29 24.75494(N)    084 01 59.18209(W) AD(       ) 3
 QK0605  NAD 27      -  45 29 24.70800(N)    084 01 59.15100(W) AD(       ) 3
 QK0605
 QK0605.Superseded values are not recommended for survey control.
 QK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0605.See file dsdata.txt to determine how the superseded data were derived.
 QK0605
 QK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR3183241692(NAD 83)
 QK0605_MARKER: Z = SEE DESCRIPTION
 QK0605_SETTING: 0 = UNSPECIFIED SETTING
 QK0605
 QK0605  HISTORY     - Date     Condition        Report By
 QK0605  HISTORY     - 1956     MONUMENTED       CGS
 QK0605  HISTORY     - 19990830 GOOD             USPSQD
 QK0605
 QK0605                          STATION DESCRIPTION
 QK0605
 QK0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0605'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ROGERS CITY, ABOUT
 QK0605'11 MILES NORTH OF
 QK0605'MILLERSBURG, ON A SAND HILL THAT IS COVERED WITH SCRUB TIMBER, ON
 QK0605'HIGHWAY RIGHT-OF-WAY, ABOUT 40
 QK0605'FEET HIGHER THEN THE ROAD.  IT IS 240 FEET SOUTH OF THE CENTER
 QK0605'LINE OF U.S. HIGHWAY 23, 147 FEET
 QK0605'SOUTHEAST OF THE RIM OF THE ROAD BANK, 54 FEET
 QK0605'NORTHWEST OF THE NORTHWEST RIM OF A SAND PIT, 41
 QK0605'FEET SOUTHEAST OF A 6 INCH OAK TREE
 QK0605'WITH A TRIANGULAR BLAZE ON THE NORTHWEST SIDE AND 3 FEET SOUTH OF
 QK0605'AN OLD SIGNBOARD POST.  THE
 QK0605'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED ENERGY 1956.
 QK0605'
 QK0605'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE IN THE TOP OF 4 INCH
 QK0605'CAST IRON PIPES.
 QK0605'
 QK0605'TO REACH THE STATION FROM THE JUNCTION OF M 68 AND U.S. HIGHWAY 23
 QK0605'ABOUT 1 MILE SOUTHWEST OF
 QK0605'ROGERS CITY, GO NORTHWEST AND WEST ON U.S. HIGHWAY 23 FOR 10.55 MILES
 QK0605'TO A GRAVEL CROSSROAD.
 QK0605'CONTINUE WEST ON U.S. HIGHWAY 23 FOR 2.15 MILES TO THE SAND
 QK0605'HILL ON THE LEFT AND A PARKING AREA ON THE
 QK0605'RIGHT.  FROM HERE PACK SOUTHEAST UP HILL
 QK0605'TO THE HIGHEST POINT AND THE STATION.
 QK0605'
 QK0605'REFERENCE MARK 1 IS 16 FEET NORTHWEST OF THE NORTHWEST RIM OF A SAND
 QK0605'PIT AND 41 FEET SOUTHEAST
 QK0605'OF THE OLD SIGNBOARD POST.  THE MARK PROJECTS 8 INCHES AND THE DISK
 QK0605'IS STAMPED ENERGY NO 1 1956.
 QK0605'
 QK0605'REFERENCE MARK 2 IS 200 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY
 QK0605'23, 106 FEET NORTHWEST OF
 QK0605'THE NORTHWEST RIM OF THE SAND PIT AND 7 FEET EAST OF THE 6 INCH
 QK0605'OAK TREE WITH THE TRIANGULAR BLAZE
 QK0605'ON THE NORTHWEST SIDE.  THE MARK PROJECTS 5 INCHES
 QK0605'AND THE DISK IS STAMPED ENERGY NO 2 1956.
 QK0605'
 QK0605'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 QK0605
 QK0605                          STATION RECOVERY (1999)
 QK0605
 QK0605'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5400 ***********************************************************************
 AH5400  DESIGNATION -  ENG
 AH5400  PID         -  AH5400
 AH5400  STATE/COUNTY-  MI/CHIPPEWA
 AH5400  USGS QUAD   -  OAK RIDGE (1976)
 AH5400
 AH5400                         *CURRENT SURVEY CONTROL
 AH5400  ___________________________________________________________________
 AH5400* NAD 83(1994)-  46 15 51.94113(N)    084 11 27.15993(W)     ADJUSTED  
 AH5400* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 AH5400  ___________________________________________________________________
 AH5400  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AH5400  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 AH5400
 AH5400  HORZ ORDER  -  THIRD
 AH5400
 AH5400.The horizontal coordinates were established by classical geodetic methods
 AH5400.and adjusted by the National Geodetic Survey in November 1998..
 AH5400
 AH5400.The orthometric height was scaled from a topographic map.
 AH5400
 AH5400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5400
 AH5400.The geoid height was determined by GEOID03.
 AH5400
 AH5400;                    North         East     Units Scale Factor Converg.
 AH5400;SPC MI N     -   168,451.249 8,216,498.614   MT  0.99990290   +2 01 49.5
 AH5400;SPC MI N     -   552,661.58 26,957,016.45   iFT  0.99990290   +2 01 49.5
 AH5400;UTM  16      - 5,127,263.757   716,474.611   MT  1.00017608   +2 01 49.7
 AH5400
 AH5400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5400!SPC MI N     -   0.99997763  x   0.99990290  =   0.99988053
 AH5400!UTM  16      -   0.99997763  x   1.00017608  =   1.00015370
 AH5400
 AH5400                          SUPERSEDED SURVEY CONTROL
 AH5400
 AH5400.No superseded survey control is available for this station.
 AH5400
 AH5400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1647527264(NAD 83)
 AH5400_MARKER: DD = SURVEY DISK
 AH5400_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5400+WITH SETTING: PAVEMENT
 AH5400_PROJECTION: FLUSH
 AH5400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5400+STABILITY: SURFACE MOTION
 AH5400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5400+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 AH5400
 AH5400  HISTORY     - Date     Condition        Report By
 AH5400  HISTORY     - 1988     MONUMENTED       NOS
 AH5400  HISTORY     - 20050730 GOOD             NGS
 AH5400
 AH5400                          STATION DESCRIPTION
 AH5400
 AH5400'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5400'THE STATION IS LOCATED ALONG THE WESTERN SHORELINE OF THE WEST NEEBISH
 AH5400'CHANNEL OF THE ST MARYS RIVER AT THE SOUTHEAST PART OF A CORPS OF
 AH5400'ENGINEERS GROIN AND BOAT SLIP.
 AH5400'TO REACH THE STATION FROM BARBEAU GO BY BOAT SE FROM THE RAMP 2.2
 AH5400'MILES TO A CORPS OF ENGINEERS DOCK AND THE STATION.
 AH5400'THE STATION IS A STANDARD NOS DISK STAMPED---ENG 1988---, SET INTO A
 AH5400'DRILL HOLE IN CONCRETE NEAR THE MOST SOUTHEASTERLY BOLLARD.  IT IS
 AH5400'LOCATED 3.19 METERS (10.47 FEET) SW FROM THE OUTSIDE BULKHEAD, 3.26
 AH5400'METERS (10.7 FEET) NE FROM THE SOUTHERLY BOLLARD AND 0.94 METER (3.07
 AH5400'FEET) EAST FROM THE CENTER OF THE MOST SOUTHEASTERLY BOLLARD.
 AH5400'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5400'DESCRIBED BY P B WALBOLT.
 AH5400
 AH5400                          STATION RECOVERY (2005)
 AH5400
 AH5400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AH5400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1214 ***********************************************************************
 RJ1214  DESIGNATION -  ENGADINE
 RJ1214  PID         -  RJ1214
 RJ1214  STATE/COUNTY-  MI/MACKINAC
 RJ1214  USGS QUAD   -  ENGADINE (1973)
 RJ1214
 RJ1214                         *CURRENT SURVEY CONTROL
 RJ1214  ___________________________________________________________________
 RJ1214* NAD 83(1994)-  46 07 23.56053(N)    085 34 24.78106(W)     ADJUSTED  
 RJ1214* NAVD 88     -       217.1    (meters)     712.     (feet)  VERTCON   
 RJ1214  ___________________________________________________________________
 RJ1214  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 RJ1214  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 RJ1214
 RJ1214  HORZ ORDER  -  SECOND
 RJ1214  VERT ORDER  -  THIRD ? (See Below)
 RJ1214
 RJ1214.The horizontal coordinates were established by classical geodetic methods
 RJ1214.and adjusted by the National Geodetic Survey in February 1997..
 RJ1214
 RJ1214.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1214.The vertical order pertains to the NGVD 29 superseded value.
 RJ1214
 RJ1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1214
 RJ1214.The geoid height was determined by GEOID03.
 RJ1214
 RJ1214;                    North         East     Units Scale Factor Converg.
 RJ1214;SPC MI N     -   149,911.178 8,110,235.757   MT  0.99990682   +1 01 51.7
 RJ1214;SPC MI N     -   491,834.57 26,608,385.03   iFT  0.99990682   +1 01 51.7
 RJ1214;UTM  16      - 5,108,726.249   610,207.449   MT  0.99974931   +1 01 42.0
 RJ1214
 RJ1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1214!SPC MI N     -   0.99997145  x   0.99990682  =   0.99987827
 RJ1214!UTM  16      -   0.99997145  x   0.99974931  =   0.99972077
 RJ1214
 RJ1214|---------------------------------------------------------------------|
 RJ1214| PID    Reference Object                     Distance      Geod. Az  |
 RJ1214|                                                           dddmmss.s |
 RJ1214| CH1119 ENGADINE RM 1                        22.955 METERS 01613     |
 RJ1214| CH1118 ENGADINE AZ MK 2                                   0205023.2 |
 RJ1214| CH1117 ENGADINE AZ MK                                     0205023.3 |
 RJ1214| CH1120 ENGADINE RM 2                        23.451 METERS 16506     |
 RJ1214|---------------------------------------------------------------------|
 RJ1214
 RJ1214                          SUPERSEDED SURVEY CONTROL
 RJ1214
 RJ1214  NAD 83(1986)-  46 07 23.55492(N)    085 34 24.77902(W) AD(       ) 2
 RJ1214  NAD 27      -  46 07 23.58352(N)    085 34 24.41317(W) AD(       ) 2
 RJ1214  NGVD 29 (07/19/86)  217.1    (m)          712.     (f) LEVELING    3  
 RJ1214
 RJ1214.Superseded values are not recommended for survey control.
 RJ1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1214.See file dsdata.txt to determine how the superseded data were derived.
 RJ1214
 RJ1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1020708726(NAD 83)
 RJ1214_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1214_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1214
 RJ1214  HISTORY     - Date     Condition        Report By
 RJ1214  HISTORY     - 1965     MONUMENTED       CGS
 RJ1214  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1214  HISTORY     - 1976     GOOD             MIDH
 RJ1214  HISTORY     - 19950817 GOOD             USPSQD
 RJ1214
 RJ1214                          STATION DESCRIPTION
 RJ1214
 RJ1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1214'STATION IS ABOUT 1/2 MILE NORTH-NORTHWEST OF ENGADINE, 0.1 MILE
 RJ1214'WEST OF STATE
 RJ1214'HIGHWAY 117, 0.05 MILE WEST OF THE ENGADINE CEMETERY, AT
 RJ1214'THE EAST EDGE OF A TIMBER
 RJ1214'COVERED HILL AND ON PROPERTY OWNED BY MR.
 RJ1214'FRANK LESATZ.
 RJ1214'
 RJ1214'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE HIGHWAY
 RJ1214'117 IN ENGADINE,
 RJ1214'GO NORTH ON STATE HIGHWAY 117 FOR 0.45 MILE TO A SIDE
 RJ1214'ROAD LEFT.  (TO REACH THE AZIMUTH
 RJ1214'MARK FROM THIS POINT GO NORTH ON STATE
 RJ1214'HIGHWAY 117 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE
 RJ1214'RIGHT.) TURN LEFT
 RJ1214'AND GO WEST ON COUNTY ROUTE 1031 (STIMICH ROAD) FOR 0.1 MILE TO A DIM
 RJ1214'FIELD ROAD RIGHT.
 RJ1214'TURN RIGHT AND GO NORTHEAST ON THE DIM FIELD ROAD FOR
 RJ1214'0.05 MILE TO THE STATION.
 RJ1214'
 RJ1214'STATION MARKS ARE STANDARD DISKS STAMPED ENGADINE 1965.  THE SURFACE
 RJ1214'DISK IS SET IN A
 RJ1214'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 RJ1214'42 FEET NORTHEAST OF A TWIN TRUNKED
 RJ1214'MAPLE TREE, 26 FEET SOUTH OF A 10
 RJ1214'INCH MAPLE TREE, 21 FEET WEST OF A FENCE AND 5 FEET
 RJ1214'EAST OF A METAL
 RJ1214'WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 RJ1214'CONCRETE 48 INCHES
 RJ1214'BELOW THE GROUND SURFACE.
 RJ1214'
 RJ1214'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ENGADINE
 RJ1214'NO 1 1965, IS
 RJ1214'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS
 RJ1214'29 FEET EAST OF A
 RJ1214'TWIN TRUNKED MAPLE TREE, 7 FEET NORTHEAST OF A 10
 RJ1214'INCH MAPLE TREE AND 1/2 FOOT WEST OF
 RJ1214'THE FENCE.
 RJ1214'
 RJ1214'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ENGADINE NO 2 1965,
 RJ1214'IS SET IN A ROUND
 RJ1214'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS
 RJ1214'44 FEET EAST OF A 10 INCH MAPLE
 RJ1214'TREE, 38 FEET NORTHEAST OF A TRIPLE
 RJ1214'TRUNKED MAPLE TREE AND 1 FOOT WEST OF THE FENCE.
 RJ1214'
 RJ1214'AZIMUTH MARK, A STANDARD DISK STAMPED ENGADINE 1965, IS SET IN A
 RJ1214'ROUND CONCRETE
 RJ1214'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 75 FEET
 RJ1214'EAST OF THE CENTER OF STATE
 RJ1214'HIGHWAY 117, 3 FEET NORTH OF A METAL WITNESS
 RJ1214'POST AND 2 FEET NORTH OF A FENCE CORNER.
 RJ1214'
 RJ1214'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1214
 RJ1214                          STATION RECOVERY (1973)
 RJ1214
 RJ1214'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1214'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1214'ANGLES AND
 RJ1214'DISTANCES MEASURED O.K.
 RJ1214'ORIGINAL DESCRIPTION
 RJ1214'ADEQUATE.
 RJ1214'
 RJ1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED ABOUT 1/2
 RJ1214'MI. NNW OF ENGADINE
 RJ1214
 RJ1214                          STATION RECOVERY (1976)
 RJ1214
 RJ1214'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (MAC)
 RJ1214'ENGADINE 1965 RECOVERED GOOD.
 RJ1214'
 RJ1214'STATION RECOVERED AS DESCRIBED.
 RJ1214'
 RJ1214'DISTANCE AND DIRECTION FROM NEAREST TOWN--0.1 MILE ON U.S. 2,
 RJ1214'WEST OF STATE HWY M-117.
 RJ1214
 RJ1214                          STATION RECOVERY (1995)
 RJ1214
 RJ1214'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0610 ***********************************************************************
 OK0610  DESIGNATION -  ENSLEY
 OK0610  PID         -  OK0610
 OK0610  STATE/COUNTY-  MI/NEWAYGO
 OK0610  USGS QUAD   -  SAND LAKE (1985)
 OK0610
 OK0610                         *CURRENT SURVEY CONTROL
 OK0610  ___________________________________________________________________
 OK0610* NAD 83(1994)-  43 21 56.77754(N)    085 36 10.77212(W)     ADJUSTED  
 OK0610* NAVD 88     -       342.     (meters)    1122.     (feet)  SCALED    
 OK0610  ___________________________________________________________________
 OK0610  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 OK0610  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 OK0610
 OK0610  HORZ ORDER  -  FIRST
 OK0610
 OK0610.The horizontal coordinates were established by classical geodetic methods
 OK0610.and adjusted by the National Geodetic Survey in February 1997..
 OK0610
 OK0610.The orthometric height was scaled from a topographic map.
 OK0610
 OK0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0610
 OK0610.The geoid height was determined by GEOID03.
 OK0610
 OK0610;                    North         East     Units Scale Factor Converg.
 OK0610;SPC MI S     -   207,984.972 3,899,798.269   MT  0.99994204   -0 50 28.9
 OK0610;SPC MI S     -   682,365.39 12,794,613.74   iFT  0.99994204   -0 50 28.9
 OK0610;UTM  16      - 4,802,382.037   613,190.697   MT  0.99975760   +0 57 33.7
 OK0610
 OK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0610!SPC MI S     -   0.99995160  x   0.99994204  =   0.99989364
 OK0610!UTM  16      -   0.99995160  x   0.99975760  =   0.99970921
 OK0610
 OK0610:                Primary Azimuth Mark                     Grid Az
 OK0610:SPC MI S     -  SPICER                                   000 58 46.0
 OK0610:UTM  16      -  SPICER                                   359 10 43.4
 OK0610
 OK0610|---------------------------------------------------------------------|
 OK0610| PID    Reference Object                     Distance      Geod. Az  |
 OK0610|                                                           dddmmss.s |
 OK0610| OK0630 SPICER                              APPROX.34.6 KM 0000817.1 |
 OK0610| OK0609 HOWARD CITY WATER TANK              APPROX.11.6 KM 0710842.6 |
 OK0610| CH0193 ENSLEY RM 3                          11.825 METERS 07458     |
 OK0610| CH0191 ENSLEY RM 1                          41.983 METERS 15918     |
 OK0610| CH0192 ENSLEY RM 2                                        28352     |
 OK0610|---------------------------------------------------------------------|
 OK0610
 OK0610                          SUPERSEDED SURVEY CONTROL
 OK0610
 OK0610  NAD 83(1986)-  43 21 56.77544(N)    085 36 10.78159(W) AD(       ) 1
 OK0610  NAD 27      -  43 21 56.68100(N)    085 36 10.63000(W) AD(       ) 1
 OK0610
 OK0610.Superseded values are not recommended for survey control.
 OK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0610.See file dsdata.txt to determine how the superseded data were derived.
 OK0610
 OK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1319102382(NAD 83)
 OK0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0610
 OK0610  HISTORY     - Date     Condition        Report By
 OK0610  HISTORY     - 1931     MONUMENTED       CGS
 OK0610  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0610  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OK0610  HISTORY     - 1980     GOOD             MIDH
 OK0610
 OK0610                          STATION DESCRIPTION
 OK0610
 OK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0610'ABOUT 7 MILES WEST AND
 OK0610'2 MILES SOUTH OF
 OK0610'HOWARD CITY, AND 2 MILES NORTH AND 1 MILE EAST OF ENSLEY CENTER,
 OK0610'ON SUMMIT OF HIGH PROMINENT HILL
 OK0610'OWNED BY MRS. JOHANSSEN AND KNOWN AS
 OK0610'HILLMAN HILL, IN OPEN AREA, ON SOUTH EDGE OF APPLE
 OK0610'ORCHARD, 42 METERS (138 FEET)
 OK0610'NORTH OF EDGE OF WOODS, 47.5 METERS (156 FEET) WEST OF CENTER LINE OF
 OK0610'NORTH-AND-SOUTH GRAVEL ROAD, AND
 OK0610'ABOUT 100 METERS (328 FEET) SOUTH-SOUTHWEST OF T-INTERSECTION OF
 OK0610'NORTH-AND-SOUTH ROAD WITH
 OK0610'EAST-AND-WEST ROAD LEADING TO STATION, IN SEC. 10, T. 11
 OK0610'N., R. 11 W.  TO REACH FROM HOWARD CITY,
 OK0610'FOLLOW U.S. ROUTE 131 SOUTH ABOUT
 OK0610'2 MILES TO GRAVEL CROSSROADS, WITH LONE HOUSE IN NORTHEAST
 OK0610'CORNER OF INTERSECTION.  FOLLOW
 OK0610'GRAVEL ROAD, WHICH BECOMES SANDY IN PLACES, STRAIGHT WEST 6.2 MILES
 OK0610'TO STATION.  SURFACE AND
 OK0610'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE
 OK0610'NOTES 1A AND 7A.  REFERENCE MARKS ARE
 OK0610'STANDARD REFERENCE DISKS IN CONCRETE,
 OK0610'NOTE 11A.  NO. 1 IS IN SOUTH EDGE OF FIELD AT EDGE OF
 OK0610'WOODS, 31.7 METERS (104 FEET)
 OK0610'WEST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, AT BEND WHERE DIM ROAD
 OK0610'IN FIELD TURNS NORTH TOWARD
 OK0610'STATION, AND 42.03 METERS (137.9 FEET) FROM STATION IN AZIMUTH 339
 OK0610'DEG 18 MIN.  NO. 2 IS 9 METERS (30 FEET)
 OK0610'NORTH OF CENTER LINE OF EAST-AND-WEST GRAVEL ROAD, 2 FEET
 OK0610'SOUTH OF FENCE LINE, 4 METERS (13 FEET) WEST
 OK0610'OF LANE LEADING INTO FARMYARD, 40 METERS
 OK0610'(131 FEET) SOUTH OF BARN ON NORTH SIDE OF ROAD, 25 METERS (82
 OK0610'FEET) NORTH OF BARN ON OPPOSITE
 OK0610'SIDE OF ROAD, 3 METERS (10 FEET) NORTH-NORTHEAST OF 30-INCH
 OK0610'WILD-CHERRY TREE, 30 METERS
 OK0610'(98 FEET) NORTHEAST OF HOUSE ON SOUTH SIDE OF ROAD, AND APPROXIMATELY
 OK0610'1/3 MILE FROM STATION IN AZIMUTH
 OK0610'103 DEG 52 MIN 12 SEC.
 OK0610
 OK0610                          STATION RECOVERY (1967)
 OK0610
 OK0610'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OK0610'THE STATION MARK (SURFACE) WAS FOUND TILTED.  THE UNDERGROUN MARK,
 OK0610'REFERENCE MARKS 1
 OK0610'AND 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2
 OK0610'IS OBSTRUCTED BY TREES.  A NEW
 OK0610'SURFACE MARK AND A REFERENCE MARK 3 WERE
 OK0610'SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.
 OK0610'A NEW DESCRIPTION IS
 OK0610'NEEDED.
 OK0610'
 OK0610'THE STATION IS ABOUT 7 MILES SOUTHWEST OF HOWARD CITY AND ON A
 OK0610'PARTIALLY CLEARED
 OK0610'HILL OWNED BY MR. RONALD VAUGHAN.  IT IS 154 FEET WEST
 OK0610'OF THE CENTERLINE OF A GRADED
 OK0610'NORTH-SOUTH ROAD, 84 FEET WEST OF A 20
 OK0610'INCH OAK TREE, 64 FEET SOUTHWEST OF A POWER
 OK0610'POLE, 53 FEET SOUTH OF A
 OK0610'4 INCH MAPLE TREE AND 26 FEET NORTH OF THE CENTERLINE OF AN
 OK0610'ENTRANCE ROAD,
 OK0610'ALSO 1 FOOT EAST OF A METAL WITNESS POST.  THE SURFACE MONUMENT
 OK0610'IS 8 INCHES BELOW THE
 OK0610'SURFACE OF THE GROUND AND THE DISK IS STAMPED
 OK0610'ENSLEY 1931 1967.  (NOTE 1C 7A)
 OK0610'
 OK0610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 (FEDERAL
 OK0610'ROAD) AND STATE
 OK0610'HIGHWAY M 46 IN HOWARD CITY, GO SOUTH ON HIGHWAY 131
 OK0610'FOR 2.0 MILES TO A PAVED CROSSROAD
 OK0610'(KENDAVILLE ROAD).  TURN RIGHT AND GO
 OK0610'WEST ON KENDAVILLE ROAD FOR 1.5 MILES TO THE TRI
 OK0610'COUNTY AREA HIGH
 OK0610'SCHOOL ON THE RIGHT.  CONTINUE WEST ON THE PAVED ROAD FOR 4.55 MILE
 OK0610'TO THE TOP OF GRADE
 OK0610'AND A SIDE ROAD LEFT.  *TURN LEFT ON THE GRADED ROAD
 OK0610'AND GO SOUTH FOR 0.1 MILE TO AN
 OK0610'ENTRANCE ROAD AND THE STATION ON THE
 OK0610'RIGHT.
 OK0610'
 OK0610'*TO REACH REFERENCE MARK 2 FROM THIS POINT, CONTINUE WEST ON THE
 OK0610'PAVED ROAD FOR
 OK0610'0.35 MILE TO THE MARK ON THE RIGHT.
 OK0610'
 OK0610'REFERENCE MARK 1 IS 57 FEET SOUTHEAST OF THE OAK TREE, 26 FEET EAST
 OK0610'OF A TWIN TRUNK 12
 OK0610'INCH OAK TREE AND 5 FEET WEST OF THE CENTERLINE OF
 OK0610'OVERHEAD POWER LINES.  THE MONUMENT
 OK0610'PROJECTS 3 INCHES AND THE DISK IS
 OK0610'STAMPED ENSLEY NO 1 1931.
 OK0610'
 OK0610'REFERENCE MARK 2 IS 134 FEET WEST OF THE CENTERLINE OF A FIELD
 OK0610'DRIVE, 113 FEET
 OK0610'NORTHEAST OF THE NORTHEAST CORNER OF ENSLEY GRANGE, 64
 OK0610'FEET NORTHEAST OF A 36 INCH OAK
 OK0610'TREE, 33 FEET NORTH OF THE CENTERLINE
 OK0610'OF THE ROAD AND 1 FOOT SOUTH OF A FENCE AND METAL
 OK0610'WITNESS POST.  THE
 OK0610'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED ENSLEY NO 2 1931.
 OK0610'
 OK0610'REFERENCE MARK 3 IS 44 FEET SOUTHEAST OF THE MAPLE TREE, 36 FEET
 OK0610'NORTH OF THE
 OK0610'CENTERLINE OF THE ENTRANCE ROAD, 32 FEET SOUTH OF THE
 OK0610'POWER POLE AND 1 FOOT NORTH OF
 OK0610'A METER POLE.  THE MONUMENT PROJECTS 2
 OK0610'INCHES AND THE DISK IS STAMPED ENSLEY NO 3 1931
 OK0610'1967.
 OK0610'
 OK0610'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7 MILES SOUTHWEST
 OK0610'OF HOWARD CITY
 OK0610'
 OK0610'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0610
 OK0610                          STATION RECOVERY (1980)
 OK0610
 OK0610'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0610'THE STATION AND REFERENCE MARKS 1 AND 3 WERE FOUND AND IN GOOD
 OK0610'CONDITION.
 OK0610'
 OK0610'THE AZIMUTH MARK (REFERENCE MARK 2) WAS FOUND IN GOOD CONDITION AS
 OK0610'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0710 ***********************************************************************
 OK0710  DESIGNATION -  ENSLEY RESET
 OK0710  PID         -  OK0710
 OK0710  STATE/COUNTY-  MI/NEWAYGO
 OK0710  USGS QUAD   -  SAND LAKE (1985)
 OK0710
 OK0710                         *CURRENT SURVEY CONTROL
 OK0710  ___________________________________________________________________
 OK0710* NAD 83(1994)-  43 21 56.77754(N)    085 36 10.77212(W)     ADJUSTED  
 OK0710* NAVD 88     -       341.2    (meters)    1119.     (feet)  GPS OBS   
 OK0710  ___________________________________________________________________
 OK0710  X           -     356,069.632 (meters)                     COMP
 OK0710  Y           -  -4,630,699.398 (meters)                     COMP
 OK0710  Z           -   4,357,343.727 (meters)                     COMP
 OK0710  LAPLACE CORR-           5.05  (seconds)                    DEFLEC99
 OK0710  ELLIP HEIGHT-         307.93  (meters)          (07/17/02) GPS OBS
 OK0710  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 OK0710
 OK0710  HORZ ORDER  -  FIRST
 OK0710  ELLP ORDER  -  FOURTH    CLASS I
 OK0710
 OK0710.The horizontal coordinates were established by GPS observations
 OK0710.and adjusted by the National Geodetic Survey in February 1997..
 OK0710
 OK0710.The orthometric height was determined by GPS observations and a
 OK0710.high-resolution geoid model.
 OK0710
 OK0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0710
 OK0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0710
 OK0710.The ellipsoidal height was determined by GPS observations
 OK0710.and is referenced to NAD 83.
 OK0710
 OK0710.The geoid height was determined by GEOID03.
 OK0710
 OK0710;                    North         East     Units Scale Factor Converg.
 OK0710;SPC MI S     -   207,984.972 3,899,798.269   MT  0.99994204   -0 50 28.9
 OK0710;SPC MI S     -   682,365.39 12,794,613.74   iFT  0.99994204   -0 50 28.9
 OK0710;UTM  16      - 4,802,382.037   613,190.697   MT  0.99975760   +0 57 33.7
 OK0710
 OK0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0710!SPC MI S     -   0.99995171  x   0.99994204  =   0.99989376
 OK0710!UTM  16      -   0.99995171  x   0.99975760  =   0.99970933
 OK0710
 OK0710                          SUPERSEDED SURVEY CONTROL
 OK0710
 OK0710  ELLIP H (02/03/97)  307.97   (m)                       GP(       ) 4 1
 OK0710  NAD 83(1986)-  43 21 56.77544(N)    085 36 10.78159(W) AD(       ) 1
 OK0710
 OK0710.Superseded values are not recommended for survey control.
 OK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0710.See file dsdata.txt to determine how the superseded data were derived.
 OK0710
 OK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1319102382(NAD 83)
 OK0710_MARKER: DS = TRIANGULATION STATION DISK
 OK0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0710_SP_SET: SQUARE CONCRETE MONUMENT
 OK0710_STAMPING: ENSLEY 1931 1967
 OK0710_MARK LOGO: CGS   
 OK0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0710+STABILITY: SURFACE MOTION
 OK0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0710+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 OK0710
 OK0710  HISTORY     - Date     Condition        Report By
 OK0710  HISTORY     - 1967     MONUMENTED       CGS
 OK0710  HISTORY     - 19910327 GOOD             USFS
 OK0710
 OK0710                          STATION DESCRIPTION
 OK0710
 OK0710'DESCRIBED BY US FOREST SERVICE 1991
 OK0710'FROM THE INTERSECTION OF M-82 AND BUSINESS US-131 IN DOWNTOWN HOWARD
 OK0710'CITY PROCEED WEST ALONG M-82, 4.6 MI (7.4 KM) TO THE NEWAYGO-MONTCALM
 OK0710'COUNTY LINE, TURN SOUTH ON HWY 607 AND GO 2.0 MI (3.2 KM) TO 104TH
 OK0710'ST., TURN WEST AND GO 2.0 MI (3.2 KM) TO COTTONWOOD AVE., TURN SOUTH
 OK0710'AND GO 407 FT (124.1 M) TO AN OLD DRIVEWAY ON THE WEST SIDE OF THE
 OK0710'ROAD, TURN WEST AND GO 164 FT (50.0 M) TO THE STATION, 4 FT (1.2 M)
 OK0710'EAST OF A METAL POST, MAP POSITION IS NEAR THE NORTHEAST CORNER OF
 OK0710'SECTION 10 T11N R11W.  THE STATION MARK IS A 12 INCH SQUARE CONCRETE
 OK0710'MONUMENT WITH A 3 1/2 INCH BRASS DISK, ABOUT 10 INCHES BELOW THE
 OK0710'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0159 ***********************************************************************
 NE0159  DESIGNATION -  ENTRANCE
 NE0159  PID         -  NE0159
 NE0159  STATE/COUNTY-  MI/WAYNE
 NE0159  USGS QUAD   -  GROSSE POINTE (1983)
 NE0159
 NE0159                         *CURRENT SURVEY CONTROL
 NE0159  ___________________________________________________________________
 NE0159* NAD 83(1986)-  42 26 08.     (N)    082 52 30.     (W)     SCALED    
 NE0159* NAVD 88     -       176.061  (meters)     577.63   (feet)  ADJUSTED  
 NE0159  ___________________________________________________________________
 NE0159  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0159  DYNAMIC HT  -         176.011 (meters)     577.46  (feet)  COMP
 NE0159  MODELED GRAV-     980,329.6   (mgal)                       NAVD 88
 NE0159
 NE0159  VERT ORDER  -  FIRST     CLASS 0
 NE0159
 NE0159.The horizontal coordinates were scaled from a topographic map and have
 NE0159.an estimated accuracy of +/- 6 seconds.
 NE0159
 NE0159.The orthometric height was determined by differential leveling
 NE0159.and adjusted by the National Geodetic Survey in June 1991..
 NE0159
 NE0159.The geoid height was determined by GEOID03.
 NE0159
 NE0159.The dynamic height is computed by dividing the NAVD 88
 NE0159.geopotential number by the normal gravity value computed on the
 NE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0159.degrees latitude (g = 980.6199 gals.).
 NE0159
 NE0159.The modeled gravity was interpolated from observed gravity values.
 NE0159
 NE0159;                    North         East    Units  Estimated Accuracy
 NE0159;SPC MI S     -   105,010.    4,122,730.      MT  (+/- 180 meters Scaled)
 NE0159
 NE0159                          SUPERSEDED SURVEY CONTROL
 NE0159
 NE0159  NGVD 29 (??/??/92)  176.212  (m)          578.12   (f) ADJ UNCH    1 0
 NE0159
 NE0159.Superseded values are not recommended for survey control.
 NE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0159.See file dsdata.txt to determine how the superseded data were derived.
 NE0159
 NE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG457998(NAD 83)
 NE0159_MARKER: Z = SEE DESCRIPTION
 NE0159_SETTING: 0 = UNSPECIFIED SETTING
 NE0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0159
 NE0159  HISTORY     - Date     Condition        Report By
 NE0159  HISTORY     - 1950     MONUMENTED       USLS
 NE0159  HISTORY     - 1970     GOOD             USLS
 NE0159  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 NE0159
 NE0159                          STATION DESCRIPTION
 NE0159
 NE0159'DESCRIBED BY US LAKE SURVEY 1970
 NE0159'AT GROSSE POINTE SHORES.
 NE0159'ENTRANCE IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, AT THE
 NE0159'GROSSE POINTE YACHT CLUB, ON NORTH SIDE OF THE ENTRANCE DRIVEWAY,
 NE0159'BETWEEN FOURTH AND FIFTH ELM TREE EAST OF JEFFERSON AVENUE,
 NE0159'78.9 FEET EAST OF FOURTH ELM, 59.3 FEET FROM A LAMP POST WHICH
 NE0159'IS ON NORTH SIDE OF THE DRIVEWAY AND THE THIRD LAMP FROM
 NE0159'JEFFERSON, 52.6 FEET FROM LAMP POST WHICH IS ON SOUTH SIDE
 NE0159'OF THE DRIVEWAY AND THE SECOND LAMP FROM JEFFERSON, 46.6 FEET
 NE0159'FROM FENCE RUNNING ALONG NORTH SIDE OF THE ENTRANCE RIGHT-OF-WAY,
 NE0159'26.3 FEET WEST OF FIFTH ELM, 15.3 FEET FROM NORTH CURB OF THE
 NE0159'DRIVEWAY, 1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0159'POINT ON TOP OF A 1-1/8-INCH DIAMETER IRON BAR, 8 FEET LONG.
 NE0159'NOTE-- PREV. DESIG. BM ENTRANCE 1950.
 NE0159
 NE0159                          STATION RECOVERY (1984)
 NE0159
 NE0159'RECOVERY NOTE BY US POWER SQUADRON 1984
 NE0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1177 ***********************************************************************
 RJ1177  DESIGNATION -  EPOUFETTE RM 1
 RJ1177  PID         -  RJ1177
 RJ1177  STATE/COUNTY-  MI/MACKINAC
 RJ1177  USGS QUAD   -  EPOUFETTE (1975)
 RJ1177
 RJ1177                         *CURRENT SURVEY CONTROL
 RJ1177  ___________________________________________________________________
 RJ1177* NAD 83(1994)-  46 02 34.87821(N)    085 12 06.32576(W)     ADJUSTED  
 RJ1177* NAVD 88     -       176.     (meters)     577.     (feet)  VERTCON   
 RJ1177  ___________________________________________________________________
 RJ1177  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 RJ1177  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 RJ1177
 RJ1177  HORZ ORDER  -  SECOND
 RJ1177
 RJ1177.The horizontal coordinates were established by classical geodetic methods
 RJ1177.and adjusted by the National Geodetic Survey in February 1997..
 RJ1177
 RJ1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1177
 RJ1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1177
 RJ1177.The geoid height was determined by GEOID03.
 RJ1177
 RJ1177;                    North         East     Units Scale Factor Converg.
 RJ1177;SPC MI N     -   141,585.376 8,139,165.601   MT  0.99991173   +1 17 59.1
 RJ1177;SPC MI N     -   464,518.95 26,703,299.22   iFT  0.99991173   +1 17 59.1
 RJ1177;UTM  16      - 5,100,399.495   639,133.349   MT  0.99983798   +1 17 40.9
 RJ1177
 RJ1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1177!SPC MI N     -   0.99997789  x   0.99991173  =   0.99988962
 RJ1177!UTM  16      -   0.99997789  x   0.99983798  =   0.99981587
 RJ1177
 RJ1177|---------------------------------------------------------------------|
 RJ1177| PID    Reference Object                     Distance      Geod. Az  |
 RJ1177|                                                           dddmmss.s |
 RJ1177| RJ1178 EPOUFETTE USLS 1918                  59.553 METERS 04318     |
 RJ1177| CH1121 EPOUFETTE RP                                       05322     |
 RJ1177| RJ1183 LITTLE HOG RM 1                     APPROX. 7.6 KM 2931442.5 |
 RJ1177|---------------------------------------------------------------------|
 RJ1177
 RJ1177                          SUPERSEDED SURVEY CONTROL
 RJ1177
 RJ1177  NAD 83(1986)-  46 02 34.87208(N)    085 12 06.32363(W) AD(       ) 2
 RJ1177  NAD 27      -  46 02 34.84895(N)    085 12 06.04681(W) AD(       ) 2
 RJ1177  NGVD 29 (07/19/86)  176.     (m)          577.     (f) VERT ANG       
 RJ1177
 RJ1177.Superseded values are not recommended for survey control.
 RJ1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1177.See file dsdata.txt to determine how the superseded data were derived.
 RJ1177
 RJ1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3913300399(NAD 83)
 RJ1177_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1177_SETTING: 66 = SET IN ROCK OUTCROP
 RJ1177
 RJ1177  HISTORY     - Date     Condition        Report By
 RJ1177  HISTORY     - 1965     MONUMENTED       USLS
 RJ1177
 RJ1177                          STATION DESCRIPTION
 RJ1177
 RJ1177'DESCRIBED BY US LAKE SURVEY 1965 (LMC)
 RJ1177'THE STATION IS ABOUT 8-1/4 MILES SOUTH SOUTHEAST OF REXTON, 8
 RJ1177'MILES WEST
 RJ1177'NORTHWEST OF BREVORT, 2 MILES WEST-SOUTHWEST OF EPOUFETTE,
 RJ1177'ON THE SOUTHEAST EDGE OF THE
 RJ1177'SMALL ISLAND THAT IS JUST OFF
 RJ1177'OF POINT EPOUFETTE.
 RJ1177'
 RJ1177'TO REACH THE STATION FROM THE POST OFFICE IN EPOUFETTE, GO
 RJ1177'NORTH FOR 0.05
 RJ1177'MILE TO U.S. HIGHWAY 2.  TURN RIGHT AND GO EAST ON U.S.
 RJ1177'HIGHWAY 2 FOR 0.45 MILE TO A SIDE
 RJ1177'ROAD RIGHT.  TURN RIGHT AND GO BACK
 RJ1177'WESTERLY FOR 0.5 MILE TO A T INTERSECTION.  TURN
 RJ1177'RIGHT AND GO WEST
 RJ1177'THEN SOUTHERLY FOR 1.8 MILES TO COUNTY ROAD 724 ON THE RIGHT.
 RJ1177'CONTINUE AHEAD
 RJ1177'FOR 0.5 MILE TO A FORK, TAKE THE LEFT FORK, STRAIGHT
 RJ1177'AHEAD FOR 0.1 MILE TO A FORK,
 RJ1177'ABOUT 100 YARDS EAST OF A TWO STORY
 RJ1177'WHITE HOUSE.  TAKE THE RIGHT FORK AND GO SOUTH
 RJ1177'FOR 0.25 MILE TO A DIM
 RJ1177'WOODS ROAD ABOUT 60 YARDS WEST OF A BOATHOUSE.  GO SOUTHWESTERLY
 RJ1177'ON THE WOODS
 RJ1177'ROAD FOR ABOUT 0.3 MILE TO AN OLD GRAVEL PIT.  GO RIGHT
 RJ1177'AROUND THE PIT AND CONTINUE
 RJ1177'SOUTHWESTERLY FOR ABOUT 0.2 MILE TO
 RJ1177'THE SHORE OF THE LAKE AND THE END OF TRUCK
 RJ1177'TRAVEL.  PACK SOUTHERLY,
 RJ1177'ACROSS SHALLOW WATER, (HIP BOOTS WILL BE NEEDED IF THE WIND
 RJ1177'IS FROM THE
 RJ1177'SOUTH OR THE LAKE IS HIGH) TO THE ISLAND, THENCE SOUTHERLY ON THE
 RJ1177'EAST SHORE OF THE
 RJ1177'ISLAND TO THE STATION.
 RJ1177'
 RJ1177'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED
 RJ1177'EPOUFETTE USLS NO
 RJ1177'1 1965, CEMENTED IN A DRILL HOLE IN BEDROCK AT
 RJ1177'THE EDGE OF THE LAKE.  IT IS AT THE
 RJ1177'SOUTH EDGE OF THE SOUTHERN MOST
 RJ1177'ROCK OUTCROP ON THIS POINT OF THE ISLAND.  WHEN THE
 RJ1177'WIND IS FROM
 RJ1177'THE SOUTH THE WAVES BREAK OVER THE MARK.
 RJ1177'
 RJ1177'EPOUFETTE (USLS) 1918 IS A ROUND CONCRETE POST, 5 INCHES IN
 RJ1177'DIAMETER, WITH A
 RJ1177'NAIL NEAR THE CENTER THAT MARKS THE POINT HELD.  THE
 RJ1177'LETTERS U S 18 ARE MARKED IN THE
 RJ1177'CONCRETE.  IT IS 20 FEET NORTH OF
 RJ1177'THE SOUTH EDGE OF THE TREES, 17.0 FEET EAST OF A 6
 RJ1177'INCH TRIANGLE
 RJ1177'BLAZED PINE TREE, 13.5 FEET NORTHWEST OF AN 8 INCH TRIANGLE BLAZED
 RJ1177'PINE TREE AND 3.0
 RJ1177'FEET SOUTHWEST OF A CEDAR POST INSCRIBED WITH A
 RJ1177'TRIANGLE AND THE LETTERS USLS.  THE
 RJ1177'MARK IS FLUSH WITH THE GROUND.
 RJ1177'
 RJ1177'THE USLS REFERENCE POINT IS A NAIL LEADED IN A DRILL HOLE IN
 RJ1177'THE EAST ONE OF
 RJ1177'TWO LARGE BOULDERS.  IT IS 52 FEET SOUTH OF THE TIMBER
 RJ1177'LINE.  NO MEASUREMENT WAS MADE TO
 RJ1177'THIS MARK FROM THE STATION DUE TO
 RJ1177'INCREASING HIGH WIND AND WAVES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1178 ***********************************************************************
 RJ1178  DESIGNATION -  EPOUFETTE USLS 1918
 RJ1178  PID         -  RJ1178
 RJ1178  STATE/COUNTY-  MI/MACKINAC
 RJ1178  USGS QUAD   -  EPOUFETTE (1975)
 RJ1178
 RJ1178                         *CURRENT SURVEY CONTROL
 RJ1178  ___________________________________________________________________
 RJ1178* NAD 83(1994)-  46 02 36.28206(N)    085 12 04.42634(W)     ADJUSTED  
 RJ1178* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 RJ1178  ___________________________________________________________________
 RJ1178  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 RJ1178  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 RJ1178
 RJ1178  HORZ ORDER  -  FIRST
 RJ1178
 RJ1178.The horizontal coordinates were established by classical geodetic methods
 RJ1178.and adjusted by the National Geodetic Survey in February 1997..
 RJ1178
 RJ1178.The orthometric height was scaled from a topographic map.
 RJ1178
 RJ1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1178
 RJ1178.The geoid height was determined by GEOID03.
 RJ1178
 RJ1178;                    North         East     Units Scale Factor Converg.
 RJ1178;SPC MI N     -   141,629.632 8,139,205.443   MT  0.99991170   +1 18 00.5
 RJ1178;SPC MI N     -   464,664.15 26,703,429.93   iFT  0.99991170   +1 18 00.5
 RJ1178;UTM  16      - 5,100,443.745   639,173.192   MT  0.99983811   +1 17 42.3
 RJ1178
 RJ1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1178!SPC MI N     -   0.99997773  x   0.99991170  =   0.99988943
 RJ1178!UTM  16      -   0.99997773  x   0.99983811  =   0.99981584
 RJ1178
 RJ1178:                Primary Azimuth Mark                     Grid Az
 RJ1178:SPC MI N     -  MANITOU PAYMENT                          098 22 21.9
 RJ1178:UTM  16      -  MANITOU PAYMENT                          098 22 40.1
 RJ1178
 RJ1178|---------------------------------------------------------------------|
 RJ1178| PID    Reference Object                     Distance      Geod. Az  |
 RJ1178|                                                           dddmmss.s |
 RJ1178| RJ0383 MANITOU PAYMENT                     APPROX. 8.9 KM 0994022.4 |
 RJ1178| CH1121 EPOUFETTE RP                         25.135 METERS 20851     |
 RJ1178| RJ1177 EPOUFETTE RM 1                       59.553 METERS 22318     |
 RJ1178|---------------------------------------------------------------------|
 RJ1178
 RJ1178                          SUPERSEDED SURVEY CONTROL
 RJ1178
 RJ1178  NAD 83(1986)-  46 02 36.27611(N)    085 12 04.42396(W) AD(       ) 1
 RJ1178  NAD 27      -  46 02 36.25283(N)    085 12 04.14743(W) AD(       ) 1
 RJ1178
 RJ1178.Superseded values are not recommended for survey control.
 RJ1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1178.See file dsdata.txt to determine how the superseded data were derived.
 RJ1178
 RJ1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3917300444(NAD 83)
 RJ1178_MARKER: Z = SEE DESCRIPTION
 RJ1178_SETTING: 0 = UNSPECIFIED SETTING
 RJ1178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1178
 RJ1178  HISTORY     - Date     Condition        Report By
 RJ1178  HISTORY     - 1918     MONUMENTED       USLS
 RJ1178  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1178  HISTORY     - 1965     SEE DESCRIPTION  USLS
 RJ1178
 RJ1178                          STATION DESCRIPTION
 RJ1178
 RJ1178'DESCRIBED BY US LAKE SURVEY 1918
 RJ1178'ON NORTH SHORE OF LAKE MICHIGAN, NEAR SOUTHEAST CORNER OF ISLAND OFF
 RJ1178'END OF POINT EPOUFETTE, 41
 RJ1178'FEET SOUTHEAST OF WATERS EDGE, 79 FEET NORTHWEST OF WATERS EDGE,
 RJ1178'131 FEET EAST OF END OF ROCKY
 RJ1178'POINT, AND 82.5 FEET N 28 DEG 55 MIN E. OF DRILL HOLE IN
 RJ1178'LARGE BOULDER.  MARKED BY BRASS BOLT IN MASS OF
 RJ1178'CONCRETE, TOP FLUSH WITH SURFACE
 RJ1178'OF GROUND, AND MARKED U.S. 18.
 RJ1178
 RJ1178                          STATION RECOVERY (1965)
 RJ1178
 RJ1178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1178'THE STATION AND REFERENCE POINT WERE RECOVERED AND FOUND IN
 RJ1178'GOOD CONDITION.  A
 RJ1178'REFERENCE MARK WAS ESTABLISHED, AND OCCUPIED, SOUTHWEST
 RJ1178'OF THE STATION ON THE EDGE OF THE
 RJ1178'LAKE TO MAKE INTERVISIBLE
 RJ1178'THE LINE TO LITTLE HOG (USLS) 1918 RM 1 WITHOUT A
 RJ1178'TOWER.  FOR
 RJ1178'ADDITIONAL INFORMATION SEE DESCRIPTION TO TRIANGULATION STATION
 RJ1178'EPOUFETTE (USLS)
 RJ1178'1918 RM 1.
 RJ1178
 RJ1178                          STATION RECOVERY (1965)
 RJ1178
 RJ1178'RECOVERY NOTE BY US LAKE SURVEY 1965 (HTA)
 RJ1178'TO REACH STATION PROCEED THE SOUTHERLY CORNER OF THE ISLAND OFF THE
 RJ1178'END OF POINT
 RJ1178'EPOUFETTE, ABOUT 130 FEET EAST OF THE END OF A NARROW ROCKY POINT
 RJ1178'ABOUT 15 FEET INSIDE THE
 RJ1178'TREE LINE.
 RJ1178'
 RJ1178'STATION MARKED BY A BRASS BOLT IN A 6 INCH DIAMETER CONCRETE
 RJ1178'MONUMENT, FLUSH
 RJ1178'WITH THE GROUND SURFACE, MARKED U.S. 18.  A 6 INCH CEDAR POST
 RJ1178'PROJECTING 3 FEET ABOVE
 RJ1178'THE GROUND MARKED WITH A 5 INCH TRIANGLE AND THE
 RJ1178'LETTERS USLS, IS 2 FEET N 45 DEG E OF THE
 RJ1178'STATION.
 RJ1178'
 RJ1178'REFERENCE NO. 1 CONSISTING OF A WIRE NAIL IN A LEAD PLUG IN A 5 FOOT
 RJ1178'BOULDER AT THE
 RJ1178'TREE LINE IS 15.28 FEET S 50 DEG 18 MIN E OF STATION.
 RJ1178'
 RJ1178'REFERENCE NO. 2 CONSISTING OF A WIRE NAIL IN A LEAD PLUG IN A 5/8
 RJ1178'INCH DRILL HOLE IN
 RJ1178'THE EASTERLY OF TWO 10 BY 10 BY 5 FOOT LIMESTONE BOULDERS NEAR
 RJ1178'THE WATERS EDGE IS 82.5 FEET S
 RJ1178'28 DEG 55 MIN W OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0618 ***********************************************************************
 OL0618  DESIGNATION -  ERIC
 OL0618  PID         -  OL0618
 OL0618  STATE/COUNTY-  MI/OCEANA
 OL0618  USGS QUAD   -  WALKERVILLE EAST (1985)
 OL0618
 OL0618                         *CURRENT SURVEY CONTROL
 OL0618  ___________________________________________________________________
 OL0618* NAD 83(1994)-  43 44 36.37994(N)    086 04 42.08231(W)     ADJUSTED  
 OL0618* NAVD 88     -       260.2    (meters)     854.     (feet)  GPS OBS   
 OL0618  ___________________________________________________________________
 OL0618  X           -     315,656.921 (meters)                     COMP
 OL0618  Y           -  -4,604,588.955 (meters)                     COMP
 OL0618  Z           -   4,387,697.744 (meters)                     COMP
 OL0618  LAPLACE CORR-           4.81  (seconds)                    DEFLEC99
 OL0618  ELLIP HEIGHT-         225.93  (meters)          (07/17/02) GPS OBS
 OL0618  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OL0618
 OL0618  HORZ ORDER  -  FIRST
 OL0618  ELLP ORDER  -  FOURTH    CLASS I
 OL0618
 OL0618.The horizontal coordinates were established by GPS observations
 OL0618.and adjusted by the National Geodetic Survey in February 1997..
 OL0618
 OL0618.The orthometric height was determined by GPS observations and a
 OL0618.high-resolution geoid model.
 OL0618
 OL0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0618
 OL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0618
 OL0618.The ellipsoidal height was determined by GPS observations
 OL0618.and is referenced to NAD 83.
 OL0618
 OL0618.The geoid height was determined by GEOID03.
 OL0618
 OL0618;                    North         East     Units Scale Factor Converg.
 OL0618;SPC MI S     -   250,610.022 3,862,128.534   MT  1.00001924   -1 09 53.5
 OL0618;SPC MI S     -   822,211.36 12,671,025.37   iFT  1.00001924   -1 09 53.5
 OL0618;UTM  16      - 4,843,790.508   574,209.785   MT  0.99966774   +0 38 14.2
 OL0618
 OL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0618!SPC MI S     -   0.99996457  x   1.00001924  =   0.99998381
 OL0618!UTM  16      -   0.99996457  x   0.99966774  =   0.99963232
 OL0618
 OL0618                          SUPERSEDED SURVEY CONTROL
 OL0618
 OL0618  ELLIP H (02/03/97)  225.98   (m)                       GP(       ) 4 1
 OL0618  NAD 83(1986)-  43 44 36.38190(N)    086 04 42.08849(W) AD(       ) 1
 OL0618
 OL0618.Superseded values are not recommended for survey control.
 OL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0618.See file dsdata.txt to determine how the superseded data were derived.
 OL0618
 OL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7421043791(NAD 83)
 OL0618_MARKER: DD = SURVEY DISK
 OL0618_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 OL0618_SP_SET: PREFAB CONC. POST IN CONCRETE
 OL0618_STAMPING: ERIC 1991
 OL0618_MARK LOGO: USFS  
 OL0618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OL0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0618+STABILITY: SURFACE MOTION
 OL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0618+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0618
 OL0618  HISTORY     - Date     Condition        Report By
 OL0618  HISTORY     - 1991     MONUMENTED       USFS
 OL0618  HISTORY     - 20010928 GOOD             USPSQD
 OL0618  HISTORY     - 20041009 GOOD             USPSQD
 OL0618
 OL0618                          STATION DESCRIPTION
 OL0618
 OL0618'DESCRIBED BY US FOREST SERVICE 1991
 OL0618'FROM THE INTERSECTION OF 176TH AVE. AND HARRISON ROAD IN WALKERVILLE
 OL0618'PROCEED NORTH ON 176TH AVE., 2.0 MI (3.2 KM) TO JACKSON ROAD, TURN
 OL0618'EAST AND GO 2.0 MI (3.2 KM) TO STATION ON LEFT, 32.8 FT (10.0 M) WEST
 OL0618'OF THE CENTERLINE OF 192ND ROAD, 61 FT (18.6 M) NORTH OF THE
 OL0618'CENTERLINE OF JACKSON ROAD, IN LINE WITH POWER POLES TO NORTH, WEST OF
 OL0618'THE STOP SIGN, 1 FT (0.3 M) SOUTH OF A FIBERGLASS POST. MAP POSITION
 OL0618'IS NEAR THE SOUTHEAST CORNER OF SECTION 27 T16N R15W. STATION MARK IS
 OL0618'COMPOSED OF A 3 INCH DIAMETER BRASS CAP ATOP A 5 INCH SQUARE BY 36
 OL0618'INCH LONG CONCRETE MONUMENT, WITH REINFORCING ROD, SET 8 INCHES BELOW
 OL0618'THE SURFACE AND SURROUNDED BY 140 POUNDS OF REDI-MIX.
 OL0618
 OL0618                          STATION RECOVERY (2001)
 OL0618
 OL0618'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0618'RECOVERED IN GOOD CONDITION.
 OL0618
 OL0618                          STATION RECOVERY (2004)
 OL0618
 OL0618'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0393 ***********************************************************************
 RK0393  DESIGNATION -  ES 6
 RK0393  PID         -  RK0393
 RK0393  STATE/COUNTY-  MI/MARQUETTE
 RK0393  USGS QUAD   -  GWINN (1975)
 RK0393
 RK0393                         *CURRENT SURVEY CONTROL
 RK0393  ___________________________________________________________________
 RK0393* NAD 83(1986)-  46 19 41.     (N)    087 24 25.     (W)     SCALED    
 RK0393* NAVD 88     -       354.440  (meters)    1162.86   (feet)  ADJUSTED  
 RK0393  ___________________________________________________________________
 RK0393  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 RK0393  DYNAMIC HT  -         354.452 (meters)    1162.90  (feet)  COMP
 RK0393  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 RK0393
 RK0393  VERT ORDER  -  FIRST     CLASS 0
 RK0393
 RK0393.The horizontal coordinates were scaled from a topographic map and have
 RK0393.an estimated accuracy of +/- 6 seconds.
 RK0393
 RK0393.The orthometric height was determined by differential leveling
 RK0393.and adjusted by the National Geodetic Survey in June 1991..
 RK0393
 RK0393.The geoid height was determined by GEOID03.
 RK0393
 RK0393.The dynamic height is computed by dividing the NAVD 88
 RK0393.geopotential number by the normal gravity value computed on the
 RK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0393.degrees latitude (g = 980.6199 gals.).
 RK0393
 RK0393.The modeled gravity was interpolated from observed gravity values.
 RK0393
 RK0393;                    North         East    Units  Estimated Accuracy
 RK0393;SPC MI N     -   171,770.    7,968,670.      MT  (+/- 180 meters Scaled)
 RK0393
 RK0393                          SUPERSEDED SURVEY CONTROL
 RK0393
 RK0393.No superseded survey control is available for this station.
 RK0393
 RK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS686305(NAD 83)
 RK0393_MARKER: DD = SURVEY DISK
 RK0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0393_SP_SET: CONCRETE POST
 RK0393_STAMPING: ES 6 1951
 RK0393_MARK LOGO: USGS  
 RK0393_PROJECTION: FLUSH
 RK0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0393+STABILITY: SURFACE MOTION
 RK0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0393+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 RK0393
 RK0393  HISTORY     - Date     Condition        Report By
 RK0393  HISTORY     - 1951     MONUMENTED       USGS
 RK0393  HISTORY     - 1975     GOOD             NOS
 RK0393  HISTORY     - 19970721 GOOD             LOCENG
 RK0393  HISTORY     - 19981216 GOOD             MIDT
 RK0393  HISTORY     - 20060916 GOOD             GEOCAC
 RK0393
 RK0393                          STATION DESCRIPTION
 RK0393
 RK0393'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0393'IN K I SAWYER AFB.
 RK0393'AT THE MAIN ENTRANCE DRIVE TO K. I. SAWYER AIR FORCE BASE, 0.23
 RK0393'MILE EAST ON MAIN AIR BASE DRIVE, 46.5 FT. NORTH OF DRIVE, 15.1 FT.
 RK0393'WEST OF OLD BLACKTOP COUNTY ROAD, 22.7 FT. EAST OF WITNESS SIGN POST.
 RK0393
 RK0393                          STATION RECOVERY (1997)
 RK0393
 RK0393'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GNV)
 RK0393'RECOVERED AS DESCRIBED.
 RK0393
 RK0393                          STATION RECOVERY (1998)
 RK0393
 RK0393'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RK0393'SAWYER, FROM THE JUNCTION OF STATE HIGHWAYS M-553 AND M-94, FOLLOW
 RK0393'M-94 0.90 MI E TO 1ST AVE, THENCE N 0.50 MI ON 1ST AVE TO 4-WAY
 RK0393'INTERSECTION AND THE MARK. IT IS 82.5 FT N15W OF POLE NO.186, 32.7 FT
 RK0393'N45E OF FENCE CORNER, 22.7 FT E OF WITNESS POST, 4 FT E OF NAIL AND
 RK0393'BRASS TAG IN PAVEMENT 'VAN NESTE SURVEYING' AND 0.5 FT BELOW GROUND
 RK0393'LEVEL.
 RK0393
 RK0393                          STATION RECOVERY (2006)
 RK0393
 RK0393'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0393'HH2 COORDINATES LOGGED FOR MARK ARE N 46 19 44.1, W 87 24 25.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8101 ***********************************************************************
 AA8101  CBN         -  This is a Cooperative Base Network Control Station.
 AA8101  PACS        -  This is a Primary Airport Control Station.
 AA8101  DESIGNATION -  ESC C
 AA8101  PID         -  AA8101
 AA8101  STATE/COUNTY-  MI/DELTA
 AA8101  USGS QUAD   -  ESCANABA (1985)
 AA8101
 AA8101                         *CURRENT SURVEY CONTROL
 AA8101  ___________________________________________________________________
 AA8101* NAD 83(1994)-  45 43 04.18375(N)    087 05 17.60309(W)     ADJUSTED  
 AA8101* NAVD 88     -       179.43   (meters)     588.7    (feet)  GPS OBS   
 AA8101  ___________________________________________________________________
 AA8101  X           -     226,607.170 (meters)                     COMP
 AA8101  Y           -  -4,455,167.866 (meters)                     COMP
 AA8101  Z           -   4,543,508.344 (meters)                     COMP
 AA8101  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 AA8101  ELLIP HEIGHT-         143.57  (meters)          (07/12/02) GPS OBS
 AA8101  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 AA8101
 AA8101  HORZ ORDER  -  B
 AA8101  ELLP ORDER  -  FOURTH    CLASS II
 AA8101
 AA8101.This mark is at Delta County Airport (ESC)
 AA8101
 AA8101.The horizontal coordinates were established by GPS observations
 AA8101.and adjusted by the National Geodetic Survey in September 1995..
 AA8101
 AA8101.The orthometric height was determined by GPS observations and a
 AA8101.high-resolution geoid model.
 AA8101
 AA8101.GPS derived orthometric heights for airport stations designated as
 AA8101.PACS or SACS are published to 2 decimal places.  This maintains
 AA8101.centimeter relative accuracy between the PACS and SACS.  It does
 AA8101.not indicate centimeter accuracy relative to other marks which are
 AA8101.part of the NAVD 88 network.
 AA8101
 AA8101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8101
 AA8101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8101
 AA8101.The ellipsoidal height was determined by GPS observations
 AA8101.and is referenced to NAD 83.
 AA8101
 AA8101.The geoid height was determined by GEOID03.
 AA8101
 AA8101;                    North         East     Units Scale Factor Converg.
 AA8101;SPC MI N     -   103,868.354 7,993,131.628   MT  0.99995155   -0 03 49.6
 AA8101;SPC MI N     -   340,775.44 26,224,185.13   iFT  0.99995155   -0 03 49.6
 AA8101;UTM  16      - 5,062,700.900   493,134.041   MT  0.99960058   -0 03 47.4
 AA8101
 AA8101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8101!SPC MI N     -   0.99997749  x   0.99995155  =   0.99992904
 AA8101!UTM  16      -   0.99997749  x   0.99960058  =   0.99957808
 AA8101
 AA8101                          SUPERSEDED SURVEY CONTROL
 AA8101
 AA8101  ELLIP H (09/20/95)  143.57   (m)                       GP(       ) 1 2
 AA8101
 AA8101.Superseded values are not recommended for survey control.
 AA8101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8101.See file dsdata.txt to determine how the superseded data were derived.
 AA8101
 AA8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9313462701(NAD 83)
 AA8101_MARKER: I = METAL ROD
 AA8101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8101_STAMPING: ESC C 1994
 AA8101_MARK LOGO: NGS   
 AA8101_PROJECTION: FLUSH
 AA8101_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8101+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8101_ROD/PIPE-DEPTH: 15.8 meters
 AA8101_SLEEVE-DEPTH  : 1.2 meters
 AA8101
 AA8101  HISTORY     - Date     Condition        Report By
 AA8101  HISTORY     - 1994     MONUMENTED       NGS
 AA8101  HISTORY     - 20010206 MARK NOT FOUND   MIDT
 AA8101
 AA8101                          STATION DESCRIPTION
 AA8101
 AA8101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8101'STATION IS LOCATED ABOUT 3 KM (1.85 MI) SOUTHWEST OF ESCANABA, ON THE
 AA8101'SOUTH SIDE OF THE DELTA COUNTY AIRPORT, OUTSIDE OF THE PERIMETER
 AA8101'FENCE, ON THE OUTSIDE OF A RIGHT-ANGLE CURVE IN THE ENTRANCE ROAD, IN
 AA8101'CENTRAL SECTION 1, T 38 N, R 23 W.  OWNERSHIP--DELTA COUNTY, 3300
 AA8101'AIRPORT ROAD, ESCANABA MI 49829.  AIRPORT MANAGER IS HARVEY SETTER,
 AA8101'PHONE 906-786-9037.  TO REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 2,
 AA8101'41 AND STATE HIGHWAY 35 ON THE WEST SIDE OF ESCANABA, GO SOUTH ON
 AA8101'HIGHWAY 35 FOR 3.94 KM (2.45 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AA8101'NORTH, ON ROAD FOR 0.45 KM (0.25 MI) TO A ROAD CURVE LEFT AND THE
 AA8101'STATION ON THE RIGHT.  ACCESS COVER IS RECESSED 1 CM BELOW GROUND.
 AA8101'STATION IS ON THE EXTENDED CENTERS OF THE ROAD LEADING WEST AND SOUTH,
 AA8101'15.6 M (51.2 FT) WEST OF THE PERIMETER FENCE, 10.9 M (35.8 FT) SOUTH
 AA8101'OF THE FENCE AND A FIBERGLASS WITNESS POST, 18.7 M (61.4 FT) SOUTHWEST
 AA8101'OF THE FENCE CORNER, AND 26.7 M (87.6 FT) NORTHEAST OF AND SLIGHTLY
 AA8101'LOWER THAN THE ROAD CENTER.  DESCRIBED BY G.R.  HEID.
 AA8101
 AA8101                          STATION RECOVERY (2001)
 AA8101
 AA8101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 AA8101'THE MARK COULD NOT BE FOUND AS DESCRIBED.  A WITNESS POST EXISTS SOME
 AA8101'8 METERS EAST OF THE PERIMETER FENCE (INSIDE FENCE AND FACING WEST).
 AA8101'THE FENCE AND THE ROAD MAY HAVE BEEN RELOCATED WEST, ALSO A SEWER LIFT
 AA8101'STATION (NOT NOTED IN DESCRIPTION) IS NEAR THE LOCATION.  NO ENTRY
 AA8101'ATTEMPTED INSIDE THE FENCE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0211 ***********************************************************************
 QL0211  DESIGNATION -  ESCANABA
 QL0211  PID         -  QL0211
 QL0211  STATE/COUNTY-  MI/DELTA
 QL0211  USGS QUAD   -  ESCANABA (1985)
 QL0211
 QL0211                         *CURRENT SURVEY CONTROL
 QL0211  ___________________________________________________________________
 QL0211* NAD 83(1994)-  45 44 38.55254(N)    087 02 24.88175(W)     ADJUSTED  
 QL0211* NAVD 88     -       179.927  (meters)     590.31   (feet)  ADJUSTED  
 QL0211  ___________________________________________________________________
 QL0211  X           -     230,230.035 (meters)                     COMP
 QL0211  Y           -  -4,452,893.347 (meters)                     COMP
 QL0211  Z           -   4,545,542.485 (meters)                     COMP
 QL0211  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 QL0211  ELLIP HEIGHT-         144.08  (meters)          (07/12/02) GPS OBS
 QL0211  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QL0211  DYNAMIC HT  -         179.926 (meters)     590.31  (feet)  COMP
 QL0211  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 QL0211
 QL0211  HORZ ORDER  -  B
 QL0211  VERT ORDER  -  FIRST     CLASS 0
 QL0211  ELLP ORDER  -  FOURTH    CLASS II
 QL0211
 QL0211.The horizontal coordinates were established by GPS observations
 QL0211.and adjusted by the National Geodetic Survey in September 1995..
 QL0211
 QL0211.The orthometric height was determined by differential leveling
 QL0211.and adjusted by the National Geodetic Survey in June 1991..
 QL0211
 QL0211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0211
 QL0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0211
 QL0211.The ellipsoidal height was determined by GPS observations
 QL0211.and is referenced to NAD 83.
 QL0211
 QL0211.The geoid height was determined by GEOID03.
 QL0211
 QL0211.The dynamic height is computed by dividing the NAVD 88
 QL0211.geopotential number by the normal gravity value computed on the
 QL0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0211.degrees latitude (g = 980.6199 gals.).
 QL0211
 QL0211.The modeled gravity was interpolated from observed gravity values.
 QL0211
 QL0211;                    North         East     Units Scale Factor Converg.
 QL0211;SPC MI N     -   106,778.712 7,996,868.317   MT  0.99994716   -0 01 44.7
 QL0211;SPC MI N     -   350,323.86 26,236,444.61   iFT  0.99994716   -0 01 44.7
 QL0211;UTM  16      - 5,065,610.271   496,869.404   MT  0.99960012   -0 01 43.8
 QL0211
 QL0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0211!SPC MI N     -   0.99997741  x   0.99994716  =   0.99992457
 QL0211!UTM  16      -   0.99997741  x   0.99960012  =   0.99957754
 QL0211
 QL0211:                Primary Azimuth Mark                     Grid Az
 QL0211:SPC MI N     -  GLADSTONE ST HWY POLICE MAST             001 20 17.7
 QL0211:UTM  16      -  GLADSTONE ST HWY POLICE MAST             001 20 16.8
 QL0211
 QL0211|---------------------------------------------------------------------|
 QL0211| PID    Reference Object                     Distance      Geod. Az  |
 QL0211|                                                           dddmmss.s |
 QL0211| QL0465 GLADSTONE ST HWY POLICE MAST        APPROX.11.6 KM 0011833.0 |
 QL0211| QL0472 ESCANABA LIGHT                      364.774 METERS 04050     |
 QL0211| QL0212 ESCANABA RM 1                        24.260 METERS 04635     |
 QL0211| CJ4910 ESCANABA AZ MK                                     2874246.3 |
 QL0211| QL0457 ESCANABA WDBC NE RADIO MAST         APPROX. 4.7 KM 2980737.0 |
 QL0211| QL0459 ESCANABA WESK RADIO MAST            APPROX. 3.6 KM 3200659.2 |
 QL0211| QL0210 ESCANABA RM 2                        24.551 METERS 33458     |
 QL0211|---------------------------------------------------------------------|
 QL0211
 QL0211                          SUPERSEDED SURVEY CONTROL
 QL0211
 QL0211  ELLIP H (09/20/95)  144.07   (m)                       GP(       ) 1 2
 QL0211  NAD 83(1986)-  45 44 38.55275(N)    087 02 24.87830(W) AD(       ) 1
 QL0211  NAD 27      -  45 44 38.66400(N)    087 02 24.38400(W) AD(       ) 1
 QL0211  NAVD 88 (09/20/95)  179.93   (m)          590.3    (f) LEVELING    3  
 QL0211  NGVD 29 (??/??/92)  179.97   (m)          590.5    (f) COMPUTED    1 0
 QL0211
 QL0211.Superseded values are not recommended for survey control.
 QL0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0211.See file dsdata.txt to determine how the superseded data were derived.
 QL0211
 QL0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9686965610(NAD 83)
 QL0211_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0211_STAMPING: ESCANABA 1954
 QL0211_MARK LOGO: CGS   
 QL0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0211+STABILITY: SURFACE MOTION
 QL0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0211+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 QL0211
 QL0211  HISTORY     - Date     Condition        Report By
 QL0211  HISTORY     - 1954     MONUMENTED       CGS
 QL0211  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0211  HISTORY     - 1972     GOOD             NGS
 QL0211  HISTORY     - 1978     GOOD             NOSAMC
 QL0211  HISTORY     - 1982     GOOD             MIDH
 QL0211  HISTORY     - 1990     GOOD             USPSQD
 QL0211  HISTORY     - 19910417 GOOD             USPSQD
 QL0211  HISTORY     - 19940803 GOOD             NGS
 QL0211  HISTORY     - 20010202 GOOD             MIDT
 QL0211  HISTORY     - 20020611 GOOD             JCLS
 QL0211  HISTORY     - 20020614 GOOD             JCLS
 QL0211
 QL0211                          STATION DESCRIPTION
 QL0211
 QL0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0211'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE POST OFFICE IN
 QL0211'ESCANABA ON THE EAST END OF
 QL0211'SAND POINT.  IT IS 107 FEET EAST OF THE NORTHEAST CORNER OF THE CITY
 QL0211'WATERWORKS BUILDING, 66 FEET SOUTH OF
 QL0211'THE SOUTH CURB OF THE WATERWORKS DRIVEWAY AND 10 FEET
 QL0211'EAST OF A WATER STORAGE TANK LID.  THE MARK
 QL0211'PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QL0211'ESCANABA 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 1 IS 1 FOOT SOUTH OF THE DRIVEWAY CURB.  THE MARK
 QL0211'PROJECTS 1 INCH AND THE DISK
 QL0211'IS STAMPED ESCANABA NO 1 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 2 IS 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 QL0211'THE WATERWORKS BUILDING AND 1
 QL0211'FOOT SOUTH OF THE DRIVEWAY CURB.  THE MARK IS SET FLUSH WITH THE
 QL0211'SURFACE OF THE GROUND AND THE DISK
 QL0211'IS STAMPED ESCANABA NO 2 1954.
 QL0211'
 QL0211'AZIMUTH MARK IS 62 FEET SOUTH OF WATERS EDGE, 35 FEET NORTH OF THE
 QL0211'CENTER OF LUDINGTON STREET, 4 FEET
 QL0211'EAST-NORTHEAST OF A WHITE WITNESS POST AND 3 FEET EAST OF A 12
 QL0211'INCH ELM TREE.  THE MARK IS SET
 QL0211'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS
 QL0211'STAMPED ESCANABA 1954.
 QL0211'
 QL0211'TO REACH THE STATION FROM THE POST OFFICE IN ESCANABA, GO EAST ON
 QL0211'LUDINGTON STREET FOR
 QL0211'0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST FOR 0.3 MILE
 QL0211'TO THE STATION JUST EAST OF THE
 QL0211'ESCANABA, CITY WATER WORKS BUILDING AS DESCRIBED.
 QL0211'
 QL0211'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QL0211
 QL0211                          STATION RECOVERY (1972)
 QL0211
 QL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0211'THE STATION, RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 QL0211'DESCRIBED.
 QL0211'
 QL0211'A THOROUGH SEARCH WAS MADE FOR THE AZIMUTH MARK BUT IT WAS NOT
 QL0211'RECOVERED ON THIS
 QL0211'DATE.  A PARKING LOT HAS BEEN BUILT AT THE DESCRIBED LOCATION AND
 QL0211'THE MARK PROBABLY
 QL0211'DESTROYED OR COVERED.
 QL0211'
 QL0211'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT ESCANABA
 QL0211
 QL0211                          STATION RECOVERY (1972)
 QL0211
 QL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0211'AT ESCANABA.
 QL0211'AT ESCANABA, ABOUT 0.75 MILE EAST ALONG LUDINGTON STREET AND
 QL0211'PAVED ROAD LEADING TO SAND POINT FROM THE FORMER POST OFFICE
 QL0211'AT ESCANABA, 107 FEET EAST OF THE NORTHEAST CORNER OF A STONE
 QL0211'WATER WORKS BUILDING AND WEATHER STATION, IN LINE WITH THE
 QL0211'NORTH WALL OF THE BUILDING, 66 FEET SOUTH OF THE SOUTH CONCRETE
 QL0211'CURB OF A DRIVEWAY LEADING WEST, 10 FEET EAST OF THE NORTHEAST
 QL0211'CORNER OF LID FOR A WATER STORAGE TANK, SET IN THE TOP OF A
 QL0211'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION 29,
 QL0211'T39N, R22W.
 QL0211
 QL0211                          STATION RECOVERY (1978)
 QL0211
 QL0211'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1978 (KG)
 QL0211'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE OLD POST OFFICE
 QL0211'IN ESCANABA ON THE EAST END OF SAND POINT.  IT IS 107 FT EAST OF THE
 QL0211'NE CORNER OF THE CITY WATERWORKS BUILDING, 66 FT SOUTH OF THE SOUTH
 QL0211'CURB OF THE WATERWORKS DRIVEWAY AND 10 FT EAST OF A WATER STORAGE
 QL0211'TANK LID.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS
 QL0211'STAMPED ESCANABA 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 1 IS 1 FT S OF THE DRIVEWAY CURB.  THE MARK
 QL0211'PROJECTS 1 INCH AND THE DISK IS STAMPED ESCANABA NO 1 1954.
 QL0211'
 QL0211'REFERENCE MARK NO. 2 IS 89 FT NE OF THE NE CORNER OF THE WATERWORKS
 QL0211'BUILDING AND 1 FT. S OF THE DRIVEWAY CURB.  THE MARK IS SET FLUSH
 QL0211'WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED ESCANABA NO
 QL0211'2 1954.
 QL0211'
 QL0211'AZIMUTH MARK IS 62 FT S OF WATERS EDGE, 35 FT N OF THE CENTER OF
 QL0211'LUDINGTON ST., 4 FT. E-NE OF A WHITE WITNESS POST AND 3 FT E OF A
 QL0211'12 INCH ELM TREE.  THE MARK IS SET FLUSH WITH THE SURFACE OF THE
 QL0211'GROUND AND THE DISC IS STAMPED ESCANABA 1954.
 QL0211'
 QL0211'TO REACH THE STATION FROM THE OLD POST OFFICE IN ESCANABA, GO EAST ON
 QL0211'LUDINGTON ST. FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT,
 QL0211'CONTINUE E FOR 0.3 MILE TO THE STATION JUST EAST OF THE ESCANABA,
 QL0211'CITY WATER WORKS BUILDING AS DESCRIBED.
 QL0211
 QL0211                          STATION RECOVERY (1982)
 QL0211
 QL0211'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982 (BRT)
 QL0211'ESCANABA 1954 RECOVERED GOOD.
 QL0211'
 QL0211'THE 1972 DESCRIPTION IS ADEQUATE.
 QL0211'ESCANABA RM 1 1954 RECOVERED GOOD.
 QL0211'
 QL0211'ESCANABA RM 2 1954 RECOVERED GOOD.
 QL0211'
 QL0211
 QL0211                          STATION RECOVERY (1990)
 QL0211
 QL0211'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (1991)
 QL0211
 QL0211'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (1994)
 QL0211
 QL0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QL0211'STATION IS LOCATED IN QUAD 450871, IN ESCANABA, ON THE GROUNDS OF THE
 QL0211'WATER TREATMENT PLANT, IN SECTION 29, T 39 N, R 32 W, WELLS TOWNSHIP.
 QL0211'OWNERSHIP--CITY OF ESCANABA, WATER DEPARTMENT, 1 WATERPLANT ROAD,
 QL0211'ESCANABA MI 49829, PHONE 906-786-3291.  WARREN ISAACSON,
 QL0211'SUPERINTENDENT, STATED THAT HE DID NOT HAVE TO BE PERSONALLY CONTACTED
 QL0211'PRIOR TO OBSERVATIONS, JUST INFORM DEPARTMENT PRIOR TO ACCESS.  TO
 QL0211'REACH FROM THE JUNCTION OF U.S.  HIGHWAYS 2 AND 41 AND STATE HIGHWAY
 QL0211'35 IN ESCANABA, GO EAST ON LUDINGTON STREET FOR 1.7 MI (2.7 KM)
 QL0211'THROUGH DOWNTOWN, TO WHERE LUDINGTON STREET TURNS RIGHT.  TURN RIGHT,
 QL0211'SOUTH, FOR ABOUT 60 M (196.8 FT) TO A PAVED ROAD ON THE LEFT BETWEEN
 QL0211'THE SANDPOINT LIGHTHOUSE MUSEUM AND THE ESCANABA YACHT CLUB BUILDING.
 QL0211'TURN LEFT AND GO 0.55 MI (0.89 KM) ON WATERPLANT ROAD (AROUND CIRCLE)
 QL0211'TO THE NORTH SIDE OF THE WATER PLANT AND THE STATION ON THE LEFT.
 QL0211'STATION IS FLUSH WITH THE GROUND.  IT IS 116 FT (35.4 M)
 QL0211'EAST-NORTHEAST OF A FLAGPOLE, 107 FT (32.6 M) EAST-SOUTHEAST OF THE
 QL0211'NORTHEAST CORNER OF THE PLANT BUILDING, 77.0 FT (23.5 M)
 QL0211'SOUTH-SOUTHWEST OF THE CENTER OF THE ROAD, 61.3 FT (18.7 M)
 QL0211'NORTH-NORTHEAST OF THE CENTER OF A NOAA NWS INSTRUMENT STAND, 8.0 FT
 QL0211'(2.4 M) EAST OF A PIPE WITH BIRDHOUSE AND 3.0 FT (0.9 M)
 QL0211'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  NOTE--LIMITED PARKING WITHIN
 QL0211'30 METERS (98.4 FT) OF STATION.  MR.  ISAACSON GAVE PERMISSION TO PARK
 QL0211'ON GRASS NORTH OF STATION.  DO NOT PARK ON GRASS BETWEEN STATION AND
 QL0211'EAST SIDE OF WATERPLANT AS THERE IS A LARGE TANK BURIED IN THAT AREA.
 QL0211
 QL0211                          STATION RECOVERY (2001)
 QL0211
 QL0211'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (2002)
 QL0211
 QL0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 QL0211'RECOVERED IN GOOD CONDITION.
 QL0211
 QL0211                          STATION RECOVERY (2002)
 QL0211
 QL0211'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 QL0211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0477 ***********************************************************************
 QL0477  DESIGNATION -  ESCANABA BETHANY LUTH CH
 QL0477  PID         -  QL0477
 QL0477  STATE/COUNTY-  MI/DELTA
 QL0477  USGS QUAD   -  ESCANABA (1985)
 QL0477
 QL0477                         *CURRENT SURVEY CONTROL
 QL0477  ___________________________________________________________________
 QL0477* NAD 83(1994)-  45 44 40.07549(N)    087 03 46.37194(W)     ADJUSTED  
 QL0477* NAVD 88     -                                                        
 QL0477  ___________________________________________________________________
 QL0477  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 QL0477  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 QL0477
 QL0477  HORZ ORDER  -  THIRD
 QL0477
 QL0477.The horizontal coordinates were established by classical geodetic methods
 QL0477.and adjusted by the National Geodetic Survey in February 1997..
 QL0477
 QL0477
 QL0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0477
 QL0477.The geoid height was determined by GEOID03.
 QL0477
 QL0477;                    North         East     Units Scale Factor Converg.
 QL0477;SPC MI N     -   106,826.875 7,995,106.908   MT  0.99994709   -0 02 43.6
 QL0477;SPC MI N     -   350,481.87 26,230,665.71   iFT  0.99994709   -0 02 43.6
 QL0477;UTM  16      - 5,065,658.407   495,108.606   MT  0.99960029   -0 02 42.1
 QL0477
 QL0477                          SUPERSEDED SURVEY CONTROL
 QL0477
 QL0477  NAD 83(1986)-  45 44 40.07314(N)    087 03 46.37057(W) AD(       ) 4
 QL0477  NAD 27      -  45 44 40.17700(N)    087 03 45.88400(W) AD(       ) 3
 QL0477
 QL0477.Superseded values are not recommended for survey control.
 QL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0477.See file dsdata.txt to determine how the superseded data were derived.
 QL0477
 QL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9510965658(NAD 83)
 QL0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0477+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2003
 QL0477
 QL0477  HISTORY     - Date     Condition        Report By
 QL0477  HISTORY     - 1954     MONUMENTED       CGS
 QL0477  HISTORY     - 19950818 GOOD             USPSQD
 QL0477  HISTORY     - 20011025 GOOD             USPSQD
 QL0477  HISTORY     - 20030411 GOOD             USPSQD
 QL0477  HISTORY     - 20050326 GOOD             USPSQD
 QL0477
 QL0477                          STATION DESCRIPTION
 QL0477
 QL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0477'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF ESCANABA.
 QL0477'IT IS 150 FEET HIGH,
 QL0477'GRAY ROOF AND A CROSS A-TOP.
 QL0477'
 QL0477'THE POINT INTERSECTED WAS THE CROSS A-TOP
 QL0477'
 QL0477'TO REACH FROM THE POST OFFICE IN ESCANABA, GO SOUTH FOR ONE BLOCK,
 QL0477'TURN RIGHT (WEST) FOR FIVE
 QL0477'BLOCKS AND THE STATION ON THE LEFT.
 QL0477
 QL0477                          STATION RECOVERY (1995)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0477'RECOVERED IN GOOD CONDITION.
 QL0477
 QL0477                          STATION RECOVERY (2001)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0477'RECOVERED IN GOOD CONDITION.
 QL0477
 QL0477                          STATION RECOVERY (2003)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0477'STATION IS THE CROSS ATOP THE TALLER OF TWO SPIRES OF BETHANY LUTHERAN
 QL0477'CHURCH LOCATED ON THE SW CORNER OF THE INTERSECTION OF FIRST AVENUE
 QL0477'SOUTH AND ELEVENTH STREEET.
 QL0477
 QL0477                          STATION RECOVERY (2005)
 QL0477
 QL0477'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5569 ***********************************************************************
 AJ5569  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5569  DESIGNATION -  ESCANABA CORS ARP
 AJ5569  CORS_ID     -  SUP2
 AJ5569  PID         -  AJ5569
 AJ5569  STATE/COUNTY-  MI/DELTA
 AJ5569  USGS QUAD   -  ESCANABA (1985)
 AJ5569
 AJ5569                         *CURRENT SURVEY CONTROL
 AJ5569  ___________________________________________________________________
 AJ5569* NAD 83(CORS)-  45 44 58.10940(N)    087 04 24.59927(W)     ADJUSTED  
 AJ5569* NAVD 88     -                                                        
 AJ5569  ___________________________________________________________________
 AJ5569  EPOCH DATE  -        2002.00
 AJ5569  X           -     227,623.807 (meters)                     COMP
 AJ5569  Y           -  -4,452,601.771 (meters)                     COMP
 AJ5569  Z           -   4,545,971.522 (meters)                     COMP
 AJ5569  ELLIP HEIGHT-         154.80  (meters)          (03/??/02) GPS OBS
 AJ5569  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 AJ5569
 AJ5569  HORZ ORDER  -  SPECIAL (CORS)
 AJ5569  ELLP ORDER  -  SPECIAL (CORS)
 AJ5569
 AJ5569.ITRF positions are available for this station.
 AJ5569.The coordinates were established by GPS observations
 AJ5569.and adjusted by the National Geodetic Survey in March 2002..
 AJ5569.The coordinates are valid at the epoch date displayed above.
 AJ5569.The epoch date for horizontal control is a decimal equivalence
 AJ5569.of Year/Month/Day.
 AJ5569
 AJ5569
 AJ5569.The PID for the CORS L1 Phase Center is DG4061.
 AJ5569
 AJ5569.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5569
 AJ5569.The ellipsoidal height was determined by GPS observations
 AJ5569.and is referenced to NAD 83.
 AJ5569
 AJ5569.The geoid height was determined by GEOID03.
 AJ5569
 AJ5569;                    North         East     Units Scale Factor Converg.
 AJ5569;SPC MI N     -   107,384.335 7,994,281.130   MT  0.99994628   -0 03 11.2
 AJ5569;SPC MI N     -   352,310.81 26,227,956.46   iFT  0.99994628   -0 03 11.2
 AJ5569
 AJ5569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5569!SPC MI N     -   0.99997573  x   0.99994628  =   0.99992201
 AJ5569
 AJ5569                          SUPERSEDED SURVEY CONTROL
 AJ5569
 AJ5569  NAD 83(CORS)-  45 44 58.10940(N)    087 04 24.59928(W) AD(1997.00) c
 AJ5569  ELLIP H (10/??/01)  154.80   (m)                       GP(1997.00) c c
 AJ5569
 AJ5569.Superseded values are not recommended for survey control.
 AJ5569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5569.See file dsdata.txt to determine how the superseded data were derived.
 AJ5569
 AJ5569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9428366216(NAD 83)
 AJ5569_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5569
 AJ5569                          STATION DESCRIPTION
 AJ5569
 AJ5569'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5569'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5569'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5569'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5569'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5569'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4061 ***********************************************************************
 DG4061  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4061  DESIGNATION -  ESCANABA CORS L1 PHASE CENTER
 DG4061  CORS_ID     -  SUP2
 DG4061  PID         -  DG4061
 DG4061  STATE/COUNTY-  MI/DELTA
 DG4061  USGS QUAD   -  ESCANABA (1985)
 DG4061
 DG4061                         *CURRENT SURVEY CONTROL
 DG4061  ___________________________________________________________________
 DG4061* NAD 83(CORS)-  45 44 58.10948(N)    087 04 24.59921(W)     ADJUSTED  
 DG4061* NAVD 88     -                                                        
 DG4061  ___________________________________________________________________
 DG4061  EPOCH DATE  -        2002.00
 DG4061  X           -     227,623.812 (meters)                     COMP
 DG4061  Y           -  -4,452,601.846 (meters)                     COMP
 DG4061  Z           -   4,545,971.603 (meters)                     COMP
 DG4061  ELLIP HEIGHT-         154.91  (meters)          (03/??/02) GPS OBS
 DG4061  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 DG4061
 DG4061  HORZ ORDER  -  SPECIAL (CORS)
 DG4061  ELLP ORDER  -  SPECIAL (CORS)
 DG4061
 DG4061.ITRF positions are available for this station.
 DG4061.The coordinates were established by GPS observations
 DG4061.and adjusted by the National Geodetic Survey in March 2002..
 DG4061.The coordinates are valid at the epoch date displayed above.
 DG4061.The epoch date for horizontal control is a decimal equivalence
 DG4061.of Year/Month/Day.
 DG4061
 DG4061
 DG4061.The PID for the CORS ARP is AJ5569.
 DG4061
 DG4061.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4061
 DG4061.The ellipsoidal height was determined by GPS observations
 DG4061.and is referenced to NAD 83.
 DG4061
 DG4061.The geoid height was determined by GEOID03.
 DG4061
 DG4061;                    North         East     Units Scale Factor Converg.
 DG4061;SPC MI N     -   107,384.337 7,994,281.132   MT  0.99994628   -0 03 11.2
 DG4061;SPC MI N     -   352,310.82 26,227,956.47   iFT  0.99994628   -0 03 11.2
 DG4061
 DG4061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4061!SPC MI N     -   0.99997571  x   0.99994628  =   0.99992200
 DG4061
 DG4061                          SUPERSEDED SURVEY CONTROL
 DG4061
 DG4061  NAD 83(CORS)-  45 44 58.10948(N)    087 04 24.59922(W) AD(1997.00) c
 DG4061  ELLIP H (10/??/01)  154.91   (m)                       GP(1997.00) c c
 DG4061
 DG4061.Superseded values are not recommended for survey control.
 DG4061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4061.See file dsdata.txt to determine how the superseded data were derived.
 DG4061
 DG4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9428366216(NAD 83)
 DG4061_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4061
 DG4061                          STATION DESCRIPTION
 DG4061
 DG4061'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4061'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4061'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4061'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4061'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4061'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0472 ***********************************************************************
 QL0472  DESIGNATION -  ESCANABA LIGHT
 QL0472  PID         -  QL0472
 QL0472  STATE/COUNTY-  MI/DELTA
 QL0472  USGS QUAD   -  ESCANABA (1985)
 QL0472
 QL0472                         *CURRENT SURVEY CONTROL
 QL0472  ___________________________________________________________________
 QL0472* NAD 83(1994)-  45 44 47.49100(N)    087 02 13.84634(W)     ADJUSTED  
 QL0472* NAVD 88     -                                                        
 QL0472  ___________________________________________________________________
 QL0472  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 QL0472  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 QL0472
 QL0472  HORZ ORDER  -  THIRD
 QL0472
 QL0472.The horizontal coordinates were established by classical geodetic methods
 QL0472.and adjusted by the National Geodetic Survey in February 1997..
 QL0472
 QL0472
 QL0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0472
 QL0472.The geoid height was determined by GEOID03.
 QL0472
 QL0472;                    North         East     Units Scale Factor Converg.
 QL0472;SPC MI N     -   107,054.547 7,997,106.982   MT  0.99994676   -0 01 36.7
 QL0472;SPC MI N     -   351,228.83 26,237,227.63   iFT  0.99994676   -0 01 36.7
 QL0472;UTM  16      - 5,065,886.011   497,107.985   MT  0.99960010   -0 01 35.9
 QL0472
 QL0472                          SUPERSEDED SURVEY CONTROL
 QL0472
 QL0472  NAD 83(1986)-  45 44 47.49079(N)    087 02 13.84311(W) AD(       ) 4
 QL0472  NAD 27      -  45 44 47.60200(N)    087 02 13.34700(W) AD(       ) 3
 QL0472
 QL0472.Superseded values are not recommended for survey control.
 QL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0472.See file dsdata.txt to determine how the superseded data were derived.
 QL0472
 QL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9710865886(NAD 83)
 QL0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0472+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003
 QL0472
 QL0472  HISTORY     - Date     Condition        Report By
 QL0472  HISTORY     - 1954     MONUMENTED       CGS
 QL0472  HISTORY     - 19950818 GOOD             USPSQD
 QL0472  HISTORY     - 20011025 GOOD             USPSQD
 QL0472  HISTORY     - 20030614 GOOD             GEOCAC
 QL0472
 QL0472                          STATION DESCRIPTION
 QL0472
 QL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0472'STATION IS LOCATED IN LITTLE BAY DE NOC, 1/2 MILE EAST OF ESCANABA
 QL0472'CITY DOCK AND 3/4 MILE NORTH
 QL0472'OF THE MOST EASTERLY PART OF SAND POINT.  IT IS A SMALL WHITE AND
 QL0472'ROUND BUILDING, ABOUT 20 FEET HIGH
 QL0472'WITH A FLASHING WHITE LIGHT NEAR THE TOP.  THE LIGHT WAS
 QL0472'THE POINT INTERSECTED.
 QL0472
 QL0472                          STATION RECOVERY (1995)
 QL0472
 QL0472'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0472'RECOVERED IN GOOD CONDITION.
 QL0472
 QL0472                          STATION RECOVERY (2001)
 QL0472
 QL0472'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0472'RECOVERED IN GOOD CONDITION.
 QL0472
 QL0472                          STATION RECOVERY (2003)
 QL0472
 QL0472'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QL0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0474 ***********************************************************************
 QL0474  DESIGNATION -  ESCANABA LIGHTHOUSE USLS
 QL0474  PID         -  QL0474
 QL0474  STATE/COUNTY-  MI/DELTA
 QL0474  USGS QUAD   -  ESCANABA (1985)
 QL0474
 QL0474                         *CURRENT SURVEY CONTROL
 QL0474  ___________________________________________________________________
 QL0474* NAD 83(1994)-  45 44 40.84157(N)    087 02 39.87103(W)     ADJUSTED  
 QL0474* NAVD 88     -                                                        
 QL0474  ___________________________________________________________________
 QL0474  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 QL0474  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 QL0474
 QL0474  HORZ ORDER  -  THIRD
 QL0474
 QL0474.The horizontal coordinates were established by classical geodetic methods
 QL0474.and adjusted by the National Geodetic Survey in February 1997..
 QL0474
 QL0474
 QL0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0474
 QL0474.The geoid height was determined by GEOID03.
 QL0474
 QL0474;                    North         East     Units Scale Factor Converg.
 QL0474;SPC MI N     -   106,849.553 7,996,544.357   MT  0.99994706   -0 01 55.6
 QL0474;SPC MI N     -   350,556.28 26,235,381.75   iFT  0.99994706   -0 01 55.6
 QL0474;UTM  16      - 5,065,681.086   496,545.556   MT  0.99960015   -0 01 54.5
 QL0474
 QL0474                          SUPERSEDED SURVEY CONTROL
 QL0474
 QL0474  NAD 83(1986)-  45 44 40.84029(N)    087 02 39.86931(W) AD(       ) 4
 QL0474  NAD 27      -  45 44 40.94900(N)    087 02 39.38000(W) AD(       ) 3
 QL0474
 QL0474.Superseded values are not recommended for survey control.
 QL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0474.See file dsdata.txt to determine how the superseded data were derived.
 QL0474
 QL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9654665681(NAD 83)
 QL0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0474+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2003
 QL0474
 QL0474  HISTORY     - Date     Condition        Report By
 QL0474  HISTORY     - UNK      MONUMENTED
 QL0474  HISTORY     - 1954     SEE DESCRIPTION  USGS
 QL0474  HISTORY     - 20030614 GOOD             GEOCAC
 QL0474
 QL0474                          STATION DESCRIPTION
 QL0474
 QL0474'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 QL0474'LIGHT AND CUPOLA REMOVED.
 QL0474
 QL0474                          STATION RECOVERY (2003)
 QL0474
 QL0474'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QL0474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0471 ***********************************************************************
 QL0471  DESIGNATION -  ESCANABA MUNICIPAL TANK
 QL0471  PID         -  QL0471
 QL0471  STATE/COUNTY-  MI/DELTA
 QL0471  USGS QUAD   -  ESCANABA (1985)
 QL0471
 QL0471                         *CURRENT SURVEY CONTROL
 QL0471  ___________________________________________________________________
 QL0471* NAD 83(1994)-  45 44 49.27192(N)    087 04 39.87106(W)     ADJUSTED  
 QL0471* NAVD 88     -                                                        
 QL0471  ___________________________________________________________________
 QL0471  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 QL0471  GEOID HEIGHT-         -35.77  (meters)                     GEOID03
 QL0471
 QL0471  HORZ ORDER  -  THIRD
 QL0471
 QL0471.The horizontal coordinates were established by classical geodetic methods
 QL0471.and adjusted by the National Geodetic Survey in February 1997..
 QL0471
 QL0471
 QL0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0471
 QL0471.The geoid height was determined by GEOID03.
 QL0471
 QL0471;                    North         East     Units Scale Factor Converg.
 QL0471;SPC MI N     -   107,111.816 7,993,950.789   MT  0.99994668   -0 03 22.3
 QL0471;SPC MI N     -   351,416.72 26,226,872.67   iFT  0.99994668   -0 03 22.3
 QL0471;UTM  16      - 5,065,943.240   493,952.885   MT  0.99960045   -0 03 20.5
 QL0471
 QL0471                          SUPERSEDED SURVEY CONTROL
 QL0471
 QL0471  NAD 83(1986)-  45 44 49.27070(N)    087 04 39.86943(W) AD(       ) 4
 QL0471  NAD 27      -  45 44 49.38100(N)    087 04 39.37900(W) AD(       ) 3
 QL0471
 QL0471.Superseded values are not recommended for survey control.
 QL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0471.See file dsdata.txt to determine how the superseded data were derived.
 QL0471
 QL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9395365943(NAD 83)
 QL0471
 QL0471  HISTORY     - Date     Condition        Report By
 QL0471  HISTORY     - 1954     MONUMENTED       CGS
 QL0471  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QL0471  HISTORY     - 19950818 GOOD             USPSQD
 QL0471  HISTORY     - 20011025 GOOD             USPSQD
 QL0471  HISTORY     - 20040312 GOOD             USPSQD
 QL0471
 QL0471                          STATION DESCRIPTION
 QL0471
 QL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0471'THE STATION IS LOCATED IN THE CITY OF ESCANABA.  IT IS A STEEL
 QL0471'STRUCTURE, SUPPORTED BY EIGHT
 QL0471'STEEL LEGS, PAINTED SILVER AND 125 FEET HIGH.
 QL0471'
 QL0471'THE POINT INTERSECTED WAS TOP OF THE TANK.
 QL0471'
 QL0471'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0471'M35 AT THE WEST EDGE OF
 QL0471'ESCANABA, GO NORTH ON U S HIGHWAY 2 FOR 0.1 MILE.  HERE TURN RIGHT
 QL0471'(EAST) FOR 0.05 MILE AND THE
 QL0471'STATION ON THE LEFT.
 QL0471
 QL0471                          STATION RECOVERY (1963)
 QL0471
 QL0471'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0471'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QL0471
 QL0471                          STATION RECOVERY (1995)
 QL0471
 QL0471'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0471'RECOVERED IN GOOD CONDITION.
 QL0471
 QL0471                          STATION RECOVERY (2001)
 QL0471
 QL0471'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0471'RECOVERED IN GOOD CONDITION.
 QL0471
 QL0471                          STATION RECOVERY (2004)
 QL0471
 QL0471'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0462 ***********************************************************************
 QL0462  DESIGNATION -  ESCANABA RIVER USLS 1903
 QL0462  PID         -  QL0462
 QL0462  STATE/COUNTY-  MI/DELTA
 QL0462  USGS QUAD   -  GLADSTONE (1985)
 QL0462
 QL0462                         *CURRENT SURVEY CONTROL
 QL0462  ___________________________________________________________________
 QL0462* NAD 83(1994)-  45 47 29.56158(N)    087 03 25.93996(W)     ADJUSTED  
 QL0462* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QL0462  ___________________________________________________________________
 QL0462  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 QL0462  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 QL0462
 QL0462  HORZ ORDER  -  SECOND
 QL0462
 QL0462.The horizontal coordinates were established by classical geodetic methods
 QL0462.and adjusted by the National Geodetic Survey in February 1997..
 QL0462
 QL0462.The orthometric height was scaled from a topographic map.
 QL0462
 QL0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0462
 QL0462.The geoid height was determined by GEOID03.
 QL0462
 QL0462;                    North         East     Units Scale Factor Converg.
 QL0462;SPC MI N     -   112,058.975 7,995,552.327   MT  0.99993973   -0 02 28.9
 QL0462;SPC MI N     -   367,647.56 26,232,127.06   iFT  0.99993973   -0 02 28.9
 QL0462;UTM  16      - 5,070,888.714   495,553.838   MT  0.99960024   -0 02 27.6
 QL0462
 QL0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0462!SPC MI N     -   0.99997769  x   0.99993973  =   0.99991742
 QL0462!UTM  16      -   0.99997769  x   0.99960024  =   0.99957794
 QL0462
 QL0462                          SUPERSEDED SURVEY CONTROL
 QL0462
 QL0462  NAD 83(1986)-  45 47 29.56015(N)    087 03 25.93786(W) AD(       ) 2
 QL0462  NAD 27      -  45 47 29.67700(N)    087 03 25.44100(W) AD(       ) 2
 QL0462
 QL0462.Superseded values are not recommended for survey control.
 QL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0462.See file dsdata.txt to determine how the superseded data were derived.
 QL0462
 QL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9555470889(NAD 83)
 QL0462_MARKER: Z = SEE DESCRIPTION
 QL0462_SETTING: 0 = UNSPECIFIED SETTING
 QL0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0462
 QL0462  HISTORY     - Date     Condition        Report By
 QL0462  HISTORY     - 1903     MONUMENTED       USLS
 QL0462  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QL0462
 QL0462                          STATION DESCRIPTION
 QL0462
 QL0462'DESCRIBED BY US LAKE SURVEY 1903
 QL0462'ABOUT 1 MILE NORTHEAST OF WELLS, ON SMALL POINT, ON WEST SHORE OF
 QL0462'LITTLE BAY DE NOC, ABOUT 1
 QL0462'MILE NORTH OF MOUTH OF ESCANABA RIVER, 120 FEET FROM WATERS EDGE
 QL0462'ON NORTH SIDE OF POINT, 250
 QL0462'FEET FROM WATERS EDGE ON SOUTH SIDE OF POINT, 335 FEET
 QL0462'FROM EXTREME END OF POINT, 240 FEET FROM
 QL0462'NORTHEAST CORNER OF BUILDING ON TOP OF
 QL0462'BANK, 29.2 FEET N. 22 DEG 48 MIN E. FROM TRIANGLE-BLAZED
 QL0462'10-INCH WHITE PINE TREE, AND 41.0
 QL0462'FEET S. 57 DEG 37 MIN E. FROM TRIANGLE-BLAZED 12-INCH WHITE PINE
 QL0462'TREE.  MARKED BY COPPER BOLT IN
 QL0462'CONCRETE BLOCK 6 BY 6 BY 20 INCHES, TOP FLUSH WITH SURFACE OF GROUND,
 QL0462'AND MARKED U.S. 1903.
 QL0462
 QL0462                          STATION RECOVERY (1952)
 QL0462
 QL0462'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QL0462'THIS MARK WAS FOUND IN GOOD CONDITION ABOUT 1 FT. BELOW THE SURFACE
 QL0462'OF THE GROUND.
 QL0462'THE MARK IS LOCATED 14.3 FT. N OF A 12-IN.
 QL0462'OAK TREE WITH A TRIANGULAR BLAZE,
 QL0462'7.8 FT. E-NE OF A 6-IN. MAPLE
 QL0462'TREE WITH A TRIANGULAR BLAZE, 3.7 FT. E-SE OF A
 QL0462'ROUND WITNESS
 QL0462'POST, AND 9.6 FT. W OF A TRACK ROAD LEADING TO THE POINT.
 QL0462'
 QL0462'THE STATION MARK IS ABOUT 200 FT. E-SE OF A WHITE HOUSE.
 QL0462'
 QL0462'THERE IS A REFERENCE MARK ABOUT 200 FT. W OF THE STATION
 QL0462'MARK, ON THE FIRST
 QL0462'BENCH, ABOUT 100 FT. S OF THE HOUSE, AND IN
 QL0462'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0212 ***********************************************************************
 QL0212  DESIGNATION -  ESCANABA RM 1
 QL0212  PID         -  QL0212
 QL0212  STATE/COUNTY-  MI/DELTA
 QL0212  USGS QUAD   -  ESCANABA (1985)
 QL0212
 QL0212                         *CURRENT SURVEY CONTROL
 QL0212  ___________________________________________________________________
 QL0212* NAD 83(1986)-  45 44 39.     (N)    087 02 23.     (W)     SCALED    
 QL0212* NAVD 88     -       178.412  (meters)     585.34   (feet)  ADJUSTED  
 QL0212  ___________________________________________________________________
 QL0212  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QL0212  DYNAMIC HT  -         178.411 (meters)     585.34  (feet)  COMP
 QL0212  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 QL0212
 QL0212  VERT ORDER  -  FIRST     CLASS 0
 QL0212
 QL0212.The horizontal coordinates were scaled from a topographic map and have
 QL0212.an estimated accuracy of +/- 6 seconds.
 QL0212
 QL0212.The orthometric height was determined by differential leveling
 QL0212.and adjusted by the National Geodetic Survey in June 1991..
 QL0212
 QL0212.The geoid height was determined by GEOID03.
 QL0212
 QL0212.The dynamic height is computed by dividing the NAVD 88
 QL0212.geopotential number by the normal gravity value computed on the
 QL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0212.degrees latitude (g = 980.6199 gals.).
 QL0212
 QL0212.The modeled gravity was interpolated from observed gravity values.
 QL0212
 QL0212;                    North         East    Units  Estimated Accuracy
 QL0212;SPC MI N     -   106,790.    7,996,910.      MT  (+/- 180 meters Scaled)
 QL0212
 QL0212                          SUPERSEDED SURVEY CONTROL
 QL0212
 QL0212  NGVD 29 (??/??/92)  178.46   (m)          585.5    (f) COMPUTED    1 0
 QL0212
 QL0212.Superseded values are not recommended for survey control.
 QL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0212.See file dsdata.txt to determine how the superseded data were derived.
 QL0212
 QL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR969656(NAD 83)
 QL0212_MARKER: DR = REFERENCE MARK DISK
 QL0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0212_STAMPING: ESCANABA NO 1 1954
 QL0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0212+STABILITY: SURFACE MOTION
 QL0212
 QL0212  HISTORY     - Date     Condition        Report By
 QL0212  HISTORY     - 1954     MONUMENTED       CGS
 QL0212  HISTORY     - 1972     GOOD             NGS
 QL0212  HISTORY     - 1990     GOOD             USPSQD
 QL0212  HISTORY     - 19910417 GOOD             USPSQD
 QL0212
 QL0212                          STATION DESCRIPTION
 QL0212
 QL0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0212'AT ESCANABA.
 QL0212'ABOUT 0.75 MILE EAST ALONG LUDINGTON STREET AND A PAVED ROAD
 QL0212'LEADING TO SAND POINT FROM THE FORMER POST OFFICE BUILDING AT
 QL0212'ESCANABA, 79.5 FEET NORTHEAST OF THE STATION MARK DESCRIBED,
 QL0212'93.5 FEET EAST OF RM 2 DESCRIBED, 1 FOOT SOUTH OF THE SOUTH
 QL0212'EDGE OF A CONCRETE CURBING OF A DRIVEWAY, 1 FOOT ABOVE THE LEVEL
 QL0212'OF THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST 1 INCH
 QL0212'BELOW THE LEVEL OF THE GROUND.  SECTION 29, T39N, R22W.
 QL0212
 QL0212                          STATION RECOVERY (1990)
 QL0212
 QL0212'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0212'RECOVERED IN GOOD CONDITION.
 QL0212
 QL0212                          STATION RECOVERY (1991)
 QL0212
 QL0212'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0210 ***********************************************************************
 QL0210  DESIGNATION -  ESCANABA RM 2
 QL0210  PID         -  QL0210
 QL0210  STATE/COUNTY-  MI/DELTA
 QL0210  USGS QUAD   -  ESCANABA (1985)
 QL0210
 QL0210                         *CURRENT SURVEY CONTROL
 QL0210  ___________________________________________________________________
 QL0210* NAD 83(1986)-  45 44 39.     (N)    087 02 23.     (W)     SCALED    
 QL0210* NAVD 88     -       178.630  (meters)     586.06   (feet)  ADJUSTED  
 QL0210  ___________________________________________________________________
 QL0210  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QL0210  DYNAMIC HT  -         178.629 (meters)     586.05  (feet)  COMP
 QL0210  MODELED GRAV-     980,608.8   (mgal)                       NAVD 88
 QL0210
 QL0210  VERT ORDER  -  FIRST     CLASS 0
 QL0210
 QL0210.The horizontal coordinates were scaled from a topographic map and have
 QL0210.an estimated accuracy of +/- 6 seconds.
 QL0210
 QL0210.The orthometric height was determined by differential leveling
 QL0210.and adjusted by the National Geodetic Survey in June 1991..
 QL0210
 QL0210.The geoid height was determined by GEOID03.
 QL0210
 QL0210.The dynamic height is computed by dividing the NAVD 88
 QL0210.geopotential number by the normal gravity value computed on the
 QL0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0210.degrees latitude (g = 980.6199 gals.).
 QL0210
 QL0210.The modeled gravity was interpolated from observed gravity values.
 QL0210
 QL0210;                    North         East    Units  Estimated Accuracy
 QL0210;SPC MI N     -   106,790.    7,996,910.      MT  (+/- 180 meters Scaled)
 QL0210
 QL0210                          SUPERSEDED SURVEY CONTROL
 QL0210
 QL0210  NGVD 29 (??/??/92)  178.68   (m)          586.2    (f) COMPUTED    1 0
 QL0210
 QL0210.Superseded values are not recommended for survey control.
 QL0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0210.See file dsdata.txt to determine how the superseded data were derived.
 QL0210
 QL0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR969656(NAD 83)
 QL0210_MARKER: DR = REFERENCE MARK DISK
 QL0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0210_STAMPING: ESCANABA NO 2 1954
 QL0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0210+STABILITY: SURFACE MOTION
 QL0210
 QL0210  HISTORY     - Date     Condition        Report By
 QL0210  HISTORY     - 1954     MONUMENTED       CGS
 QL0210  HISTORY     - 1972     GOOD             NGS
 QL0210  HISTORY     - 1990     GOOD             USPSQD
 QL0210  HISTORY     - 19910417 GOOD             USPSQD
 QL0210
 QL0210                          STATION DESCRIPTION
 QL0210
 QL0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0210'AT ESCANABA.
 QL0210'AT ESCANABA, ABOUT 0.75 MILE EAST ALONG LUDINGTON STREET AND
 QL0210'PAVED ROAD LEADING EAST TO SAND POINT FROM THE FORMER POST
 QL0210'OFFICE BUILDING AT ESCANABA, 89 FEET NORTHEAST OF THE NORTHEAST
 QL0210'CORNER OF THE STONE WATER WORKS BUILDING AND WEATHER STATION,
 QL0210'80.6 FEET NORTHWEST OF THE STATION MARK DESCRIBED, 23 FEET
 QL0210'NORTH OF A 12 INCH PINE TREE, 93.5 FEET WEST OF RM 1 DESCRIBED,
 QL0210'1 FOOT ABOVE THE LEVEL OF A DRIVEWAY AND SET IN THE TOP OF A
 QL0210'CONCRETE POST 1 INCH BELOW THE LEVEL OF THE GROUND.  SECTION
 QL0210'29, T39N, R22W.
 QL0210
 QL0210                          STATION RECOVERY (1990)
 QL0210
 QL0210'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0210'RECOVERED IN GOOD CONDITION.
 QL0210
 QL0210                          STATION RECOVERY (1991)
 QL0210
 QL0210'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0457 ***********************************************************************
 QL0457  DESIGNATION -  ESCANABA WDBC NE RADIO MAST
 QL0457  PID         -  QL0457
 QL0457  STATE/COUNTY-  MI/DELTA
 QL0457  USGS QUAD   -  GLADSTONE (1985)
 QL0457
 QL0457                         *CURRENT SURVEY CONTROL
 QL0457  ___________________________________________________________________
 QL0457* NAD 83(1994)-  45 45 49.89662(N)    087 05 35.68899(W)     ADJUSTED  
 QL0457* NAVD 88     -                                                        
 QL0457  ___________________________________________________________________
 QL0457  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 QL0457  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 QL0457
 QL0457  HORZ ORDER  -  THIRD
 QL0457
 QL0457.The horizontal coordinates were established by classical geodetic methods
 QL0457.and adjusted by the National Geodetic Survey in February 1997..
 QL0457
 QL0457
 QL0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0457
 QL0457.The geoid height was determined by GEOID03.
 QL0457
 QL0457;                    North         East     Units Scale Factor Converg.
 QL0457;SPC MI N     -   108,984.743 7,992,746.526   MT  0.99994398   -0 04 02.6
 QL0457;SPC MI N     -   357,561.49 26,222,921.67   iFT  0.99994398   -0 04 02.6
 QL0457;UTM  16      - 5,067,815.510   492,749.020   MT  0.99960065   -0 04 00.5
 QL0457
 QL0457                          SUPERSEDED SURVEY CONTROL
 QL0457
 QL0457  NAD 83(1986)-  45 45 49.89664(N)    087 05 35.68722(W) AD(       ) 4
 QL0457  NAD 27      -  45 45 50.01300(N)    087 05 35.19600(W) AD(       ) 3
 QL0457
 QL0457.Superseded values are not recommended for survey control.
 QL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0457.See file dsdata.txt to determine how the superseded data were derived.
 QL0457
 QL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9274967816(NAD 83)
 QL0457
 QL0457  HISTORY     - Date     Condition        Report By
 QL0457  HISTORY     - 1954     MONUMENTED       CGS
 QL0457  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QL0457  HISTORY     - 19950818 GOOD             USPSQD
 QL0457  HISTORY     - 20021122 GOOD             USPSQD
 QL0457  HISTORY     - 20040312 GOOD             USPSQD
 QL0457
 QL0457                          STATION DESCRIPTION
 QL0457
 QL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0457'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0457'ARE PAINTED ORANGE AND
 QL0457'WHITE, ABOUT 1000 FEET APART, THREE SETS OF LIGHTS TO EACH MAST AND
 QL0457'285 FEET HIGH (EACH MAST).
 QL0457'
 QL0457'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0457'
 QL0457'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0457'M 35 AT THE WEST EDGE OF
 QL0457'ESCANABA, GO NORTH ON U S HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD
 QL0457'LEFT, TURN LEFT (WEST) FOR 1.6
 QL0457'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR 0.15 MILE
 QL0457'AND THE MAST ON THE RIGHT.
 QL0457
 QL0457                          STATION RECOVERY (1963)
 QL0457
 QL0457'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0457'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 QL0457'4 RADIO MASTS ALL OF WHICH ARE
 QL0457'IN PLACE AS DESCRIBED.  THE NE ONE WAS THE ONLY ONE USED BY THIS
 QL0457'PARTY IN 1963.
 QL0457
 QL0457                          STATION RECOVERY (1995)
 QL0457
 QL0457'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0457'RECOVERED IN GOOD CONDITION.
 QL0457
 QL0457                          STATION RECOVERY (2002)
 QL0457
 QL0457'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0457'RECOVERED IN GOOD CONDITION.
 QL0457
 QL0457                          STATION RECOVERY (2004)
 QL0457
 QL0457'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0453 ***********************************************************************
 QL0453  DESIGNATION -  ESCANABA WDBC NW RADIO MAST
 QL0453  PID         -  QL0453
 QL0453  STATE/COUNTY-  MI/DELTA
 QL0453  USGS QUAD   -  GLADSTONE (1985)
 QL0453
 QL0453                         *CURRENT SURVEY CONTROL
 QL0453  ___________________________________________________________________
 QL0453* NAD 83(1994)-  45 45 47.94884(N)    087 05 46.08718(W)     ADJUSTED  
 QL0453* NAVD 88     -                                                        
 QL0453  ___________________________________________________________________
 QL0453  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 QL0453  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 QL0453
 QL0453  HORZ ORDER  -  THIRD
 QL0453
 QL0453.The horizontal coordinates were established by classical geodetic methods
 QL0453.and adjusted by the National Geodetic Survey in February 1997..
 QL0453
 QL0453
 QL0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0453
 QL0453.The geoid height was determined by GEOID03.
 QL0453
 QL0453;                    North         East     Units Scale Factor Converg.
 QL0453;SPC MI N     -   108,924.879 7,992,521.772   MT  0.99994407   -0 04 10.1
 QL0453;SPC MI N     -   357,365.09 26,222,184.29   iFT  0.99994407   -0 04 10.1
 QL0453;UTM  16      - 5,067,755.664   492,524.344   MT  0.99960069   -0 04 08.0
 QL0453
 QL0453                          SUPERSEDED SURVEY CONTROL
 QL0453
 QL0453  NAD 83(1986)-  45 45 47.94673(N)    087 05 46.08551(W) AD(       ) 4
 QL0453  NAD 27      -  45 45 48.03800(N)    087 05 45.59900(W) AD(       ) 3
 QL0453
 QL0453.Superseded values are not recommended for survey control.
 QL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0453.See file dsdata.txt to determine how the superseded data were derived.
 QL0453
 QL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9252467756(NAD 83)
 QL0453
 QL0453  HISTORY     - Date     Condition        Report By
 QL0453  HISTORY     - 1954     MONUMENTED       CGS
 QL0453  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QL0453  HISTORY     - 19950818 GOOD             USPSQD
 QL0453  HISTORY     - 20021122 GOOD             USPSQD
 QL0453  HISTORY     - 20040312 GOOD             USPSQD
 QL0453
 QL0453                          STATION DESCRIPTION
 QL0453
 QL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0453'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0453'ARE PAINTED ORANGE AND WHITE, ABOUT 1000 FEET APART,
 QL0453'THREE SETS OF LIGHTS TO EACH MAST AND 285 FEET HIGH (EACH MAST).
 QL0453'
 QL0453'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0453'
 QL0453'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0453'M 35 AT THE WEST EDGE OF ESCANABA, GO NORTH ON U S
 QL0453'HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) FOR 1.6
 QL0453'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR
 QL0453'0.15 MILE AND THE MAST ON THE RIGHT.
 QL0453
 QL0453                          STATION RECOVERY (1963)
 QL0453
 QL0453'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0453'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE ARE 4 RADIO MASTS
 QL0453'ALL OF WHICH ARE IN PLACE AS DESCRIBED.  THE NE
 QL0453'ONE WAS THE ONLY ONE USED BY THIS PARTY IN 1963.
 QL0453
 QL0453                          STATION RECOVERY (1995)
 QL0453
 QL0453'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0453'RECOVERED IN GOOD CONDITION.
 QL0453
 QL0453                          STATION RECOVERY (2002)
 QL0453
 QL0453'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0453'RECOVERED IN GOOD CONDITION.
 QL0453
 QL0453                          STATION RECOVERY (2004)
 QL0453
 QL0453'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0454 ***********************************************************************
 QL0454  DESIGNATION -  ESCANABA WDBC SE RADIO MAST
 QL0454  PID         -  QL0454
 QL0454  STATE/COUNTY-  MI/DELTA
 QL0454  USGS QUAD   -  GLADSTONE (1985)
 QL0454
 QL0454                         *CURRENT SURVEY CONTROL
 QL0454  ___________________________________________________________________
 QL0454* NAD 83(1994)-  45 45 46.39591(N)    087 05 36.58417(W)     ADJUSTED  
 QL0454* NAVD 88     -                                                        
 QL0454  ___________________________________________________________________
 QL0454  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 QL0454  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 QL0454
 QL0454  HORZ ORDER  -  THIRD
 QL0454
 QL0454.The horizontal coordinates were established by classical geodetic methods
 QL0454.and adjusted by the National Geodetic Survey in February 1997..
 QL0454
 QL0454
 QL0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0454
 QL0454.The geoid height was determined by GEOID03.
 QL0454
 QL0454;                    North         East     Units Scale Factor Converg.
 QL0454;SPC MI N     -   108,876.691 7,992,727.056   MT  0.99994413   -0 04 03.3
 QL0454;SPC MI N     -   357,206.99 26,222,857.80   iFT  0.99994413   -0 04 03.3
 QL0454;UTM  16      - 5,067,707.494   492,729.558   MT  0.99960065   -0 04 01.1
 QL0454
 QL0454                          SUPERSEDED SURVEY CONTROL
 QL0454
 QL0454  NAD 83(1986)-  45 45 46.39348(N)    087 05 36.58230(W) AD(       ) 4
 QL0454  NAD 27      -  45 45 46.49800(N)    087 05 36.09200(W) AD(       ) 3
 QL0454
 QL0454.Superseded values are not recommended for survey control.
 QL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0454.See file dsdata.txt to determine how the superseded data were derived.
 QL0454
 QL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9273067707(NAD 83)
 QL0454
 QL0454  HISTORY     - Date     Condition        Report By
 QL0454  HISTORY     - 1954     MONUMENTED       CGS
 QL0454  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QL0454  HISTORY     - 19950818 GOOD             USPSQD
 QL0454  HISTORY     - 20021122 GOOD             USPSQD
 QL0454  HISTORY     - 20040312 GOOD             USPSQD
 QL0454
 QL0454                          STATION DESCRIPTION
 QL0454
 QL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0454'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0454'ARE PAINTED ORANGE AND WHITE, ABOUT 1000 FEET APART,
 QL0454'THREE SETS OF LIGHTS TO EACH MAST AND 285 FEET HIGH (EACH MAST).
 QL0454'
 QL0454'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0454'
 QL0454'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0454'M 35 AT THE WEST EDGE OF ESCANABA, GO NORTH ON U S
 QL0454'HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) FOR 1.6
 QL0454'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR 0.15
 QL0454'MILE AND THE MAST ON THE RIGHT.
 QL0454
 QL0454                          STATION RECOVERY (1963)
 QL0454
 QL0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0454'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 QL0454'4 RADIO MASTS ALL OF WHICH ARE IN PLACE AS
 QL0454'DESCRIBED.  THE NE ONE WAS THE ONLY ONE USED BY THIS PARTY IN 1963.
 QL0454
 QL0454                          STATION RECOVERY (1995)
 QL0454
 QL0454'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0454'RECOVERED IN GOOD CONDITION.
 QL0454
 QL0454                          STATION RECOVERY (2002)
 QL0454
 QL0454'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0454'RECOVERED IN GOOD CONDITION.
 QL0454
 QL0454                          STATION RECOVERY (2004)
 QL0454
 QL0454'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0456 ***********************************************************************
 QL0456  DESIGNATION -  ESCANABA WDBC SW RADIO MAST
 QL0456  PID         -  QL0456
 QL0456  STATE/COUNTY-  MI/DELTA
 QL0456  USGS QUAD   -  GLADSTONE (1985)
 QL0456
 QL0456                         *CURRENT SURVEY CONTROL
 QL0456  ___________________________________________________________________
 QL0456* NAD 83(1994)-  45 45 44.43617(N)    087 05 46.98083(W)     ADJUSTED  
 QL0456* NAVD 88     -                                                        
 QL0456  ___________________________________________________________________
 QL0456  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 QL0456  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 QL0456
 QL0456  HORZ ORDER  -  THIRD
 QL0456
 QL0456.The horizontal coordinates were established by classical geodetic methods
 QL0456.and adjusted by the National Geodetic Survey in February 1997..
 QL0456
 QL0456
 QL0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0456
 QL0456.The geoid height was determined by GEOID03.
 QL0456
 QL0456;                    North         East     Units Scale Factor Converg.
 QL0456;SPC MI N     -   108,816.458 7,992,502.331   MT  0.99994422   -0 04 10.8
 QL0456;SPC MI N     -   357,009.38 26,222,120.51   iFT  0.99994422   -0 04 10.8
 QL0456;UTM  16      - 5,067,647.280   492,504.910   MT  0.99960069   -0 04 08.6
 QL0456
 QL0456                          SUPERSEDED SURVEY CONTROL
 QL0456
 QL0456  NAD 83(1986)-  45 45 44.43386(N)    087 05 46.97917(W) AD(       ) 4
 QL0456  NAD 27      -  45 45 44.53800(N)    087 05 46.48800(W) AD(       ) 3
 QL0456
 QL0456.Superseded values are not recommended for survey control.
 QL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0456.See file dsdata.txt to determine how the superseded data were derived.
 QL0456
 QL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9250567647(NAD 83)
 QL0456
 QL0456  HISTORY     - Date     Condition        Report By
 QL0456  HISTORY     - 1954     MONUMENTED       CGS
 QL0456  HISTORY     - 1963     SEE DESCRIPTION  CGS
 QL0456  HISTORY     - 19950818 GOOD             USPSQD
 QL0456  HISTORY     - 20021122 GOOD             USPSQD
 QL0456  HISTORY     - 20040312 GOOD             USPSQD
 QL0456
 QL0456                          STATION DESCRIPTION
 QL0456
 QL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 QL0456'THE STATIONS ARE LOCATED ABOUT 4 MILES WEST OF ESCANABA.  THE MASTS
 QL0456'ARE PAINTED ORANGE AND WHITE, ABOUT 1000 FEET
 QL0456'APART, THREE SETS OF LIGHTS TO EACH MAST AND 285 FEET HIGH (EACH
 QL0456'MAST).
 QL0456'
 QL0456'THE POINT INTERSECTED WAS THE TOP OF EACH MAST.
 QL0456'
 QL0456'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0456'M 35 AT THE WEST EDGE OF ESCANABA, GO NORTH ON U S
 QL0456'HIGHWAY 2 FOR 1.3 MILES TO A SIDE ROAD LEFT, TURN LEFT (WEST) FOR 1.6
 QL0456'MILE TO A SIDE ROAD LEFT, TURN LEFT SOUTHWEST FOR
 QL0456'0.15 MILE AND THE MAST ON THE RIGHT.
 QL0456
 QL0456                          STATION RECOVERY (1963)
 QL0456
 QL0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RCY)
 QL0456'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THERE ARE
 QL0456'4 RADIO MASTS ALL OF WHICH ARE IN PLACE AS
 QL0456'DESCRIBED.  THE NE ONE WAS THE ONLY ONE USED BY THIS PARTY IN 1963.
 QL0456
 QL0456                          STATION RECOVERY (1995)
 QL0456
 QL0456'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0456'RECOVERED IN GOOD CONDITION.
 QL0456
 QL0456                          STATION RECOVERY (2002)
 QL0456
 QL0456'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0456'RECOVERED IN GOOD CONDITION.
 QL0456
 QL0456                          STATION RECOVERY (2004)
 QL0456
 QL0456'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0459 ***********************************************************************
 QL0459  DESIGNATION -  ESCANABA WESK RADIO MAST
 QL0459  PID         -  QL0459
 QL0459  STATE/COUNTY-  MI/DELTA
 QL0459  USGS QUAD   -  GLADSTONE (1985)
 QL0459
 QL0459                         *CURRENT SURVEY CONTROL
 QL0459  ___________________________________________________________________
 QL0459* NAD 83(1994)-  45 46 08.25650(N)    087 04 12.00887(W)     ADJUSTED  
 QL0459* NAVD 88     -                                                        
 QL0459  ___________________________________________________________________
 QL0459  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QL0459  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 QL0459
 QL0459  HORZ ORDER  -  THIRD
 QL0459
 QL0459.The horizontal coordinates were established by classical geodetic methods
 QL0459.and adjusted by the National Geodetic Survey in February 1997..
 QL0459
 QL0459
 QL0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0459
 QL0459.The geoid height was determined by GEOID03.
 QL0459
 QL0459;                    North         East     Units Scale Factor Converg.
 QL0459;SPC MI N     -   109,549.694 7,994,555.163   MT  0.99994318   -0 03 02.1
 QL0459;SPC MI N     -   359,415.01 26,228,855.52   iFT  0.99994318   -0 03 02.1
 QL0459;UTM  16      - 5,068,380.283   494,557.031   MT  0.99960036   -0 03 00.6
 QL0459
 QL0459                          SUPERSEDED SURVEY CONTROL
 QL0459
 QL0459  NAD 83(1986)-  45 46 08.25650(N)    087 04 12.00550(W) AD(       ) 4
 QL0459  NAD 27      -  45 46 08.37200(N)    087 04 11.50800(W) AD(       ) 3
 QL0459
 QL0459.Superseded values are not recommended for survey control.
 QL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0459.See file dsdata.txt to determine how the superseded data were derived.
 QL0459
 QL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9455768380(NAD 83)
 QL0459
 QL0459  HISTORY     - Date     Condition        Report By
 QL0459  HISTORY     - 1954     MONUMENTED       CGS
 QL0459
 QL0459                          STATION DESCRIPTION
 QL0459
 QL0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0459'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF ESCANABA.  IT IS
 QL0459'PAINTED ORANGE AND WHITE,
 QL0459'200 FEET HIGH AND A RED LIGHT A-TOP.
 QL0459'
 QL0459'THE POINT INTERSECTED WAS THE RED LIGHT A-TOP.
 QL0459'
 QL0459'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2, 41 AND STATE HIGHWAY M
 QL0459'35 AT THE WEST EDGE OF
 QL0459'ESCANABA, GO EAST FOR 0.4 MILE TO STEPHENSON AVE, TURN LEFT (NORTH)
 QL0459'ON STEPHENSON AVE FOR 0.6 MILE
 QL0459'TO THREE FORKS, KEEP RIGHT FORK AND CONTINUE NORTH
 QL0459'FOR 0.9 MILE TO A RAILROAD UNDERPASS. CONTINUE
 QL0459'NORTH FOR 0.1 MILE AND THE STATION
 QL0459'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0533 ***********************************************************************
 OJ0533  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0533  DESIGNATION -  ESSEX
 OJ0533  PID         -  OJ0533
 OJ0533  STATE/COUNTY-  MI/BAY
 OJ0533  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0533
 OJ0533                         *CURRENT SURVEY CONTROL
 OJ0533  ___________________________________________________________________
 OJ0533* NAD 83(1986)-  43 37 10.     (N)    083 50 14.     (W)     SCALED    
 OJ0533* NAVD 88     -       178.704  (meters)     586.30   (feet)  ADJUSTED  
 OJ0533  ___________________________________________________________________
 OJ0533  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OJ0533  DYNAMIC HT  -         178.670 (meters)     586.19  (feet)  COMP
 OJ0533  MODELED GRAV-     980,420.7   (mgal)                       NAVD 88
 OJ0533
 OJ0533  VERT ORDER  -  FIRST     CLASS 0
 OJ0533
 OJ0533.The horizontal coordinates were scaled from a topographic map and have
 OJ0533.an estimated accuracy of +/- 6 seconds.
 OJ0533
 OJ0533.The orthometric height was determined by differential leveling
 OJ0533.and adjusted by the National Geodetic Survey in June 1991..
 OJ0533
 OJ0533.This Tidal Bench Mark is designated as VM 13060
 OJ0533.by the Center for Operational Oceanographic Products and Services.
 OJ0533
 OJ0533.The geoid height was determined by GEOID03.
 OJ0533
 OJ0533.The dynamic height is computed by dividing the NAVD 88
 OJ0533.geopotential number by the normal gravity value computed on the
 OJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0533.degrees latitude (g = 980.6199 gals.).
 OJ0533
 OJ0533.The modeled gravity was interpolated from observed gravity values.
 OJ0533
 OJ0533;                    North         East    Units  Estimated Accuracy
 OJ0533;SPC MI S     -   235,570.    4,042,730.      MT  (+/- 180 meters Scaled)
 OJ0533
 OJ0533                          SUPERSEDED SURVEY CONTROL
 OJ0533
 OJ0533  NGVD 29 (??/??/92)  178.844  (m)          586.76   (f) ADJ UNCH    1 0
 OJ0533
 OJ0533.Superseded values are not recommended for survey control.
 OJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0533.See file dsdata.txt to determine how the superseded data were derived.
 OJ0533
 OJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ710335(NAD 83)
 OJ0533_MARKER: X = CHISELED CROSS
 OJ0533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OJ0533_SP_SET: LIGHT FOOTING
 OJ0533_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0533+STABILITY: SURFACE MOTION
 OJ0533
 OJ0533  HISTORY     - Date     Condition        Report By
 OJ0533  HISTORY     - 1954     MONUMENTED       USLS
 OJ0533  HISTORY     - 1976     GOOD             NOS
 OJ0533  HISTORY     - 1984     GOOD             USPSQD
 OJ0533  HISTORY     - 19941012 GOOD             NOS
 OJ0533
 OJ0533                          STATION DESCRIPTION
 OJ0533
 OJ0533'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0533'IN ESSEXVILLE.
 OJ0533'0.3 MILE NORTH ALONG PINE ST. FROM THE INTERSECTION OF WOODSIDE ST.,
 OJ0533'ON SOUTHEAST CORNER OF BASE OF THE ESEXVILLE REAR RANGE LIGHT, 58 FT.
 OJ0533'WEST CENTERLINE OF PINE ST., 7.5 FT. NORTHWEST OF THE MOST
 OJ0533'NORTHWESTERLY RAIL OF A SPUR LINE, 1 FT. ABOVE THE GROUND, BEING
 OJ0533'HIGHEST POINT OVER CROSS IN TOP OF STEEL FOOTING OF THE EAST LEG OF
 OJ0533'THE LIGHT.
 OJ0533
 OJ0533                          STATION RECOVERY (1984)
 OJ0533
 OJ0533'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0533'MARK HAS BEEN PAINTED BLACK, SAME AS BASE OF LIGHT BUT STILL UISABLE.
 OJ0533
 OJ0533                          STATION RECOVERY (1994)
 OJ0533
 OJ0533'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0533'0.3 MILE (0.5 KM) NORTH ALONG PINE ST.  FROM THE INTERSECTION OF
 OJ0533'WOODSIDE ST., ON SOUTHEAST CORNER OF BASE OF THE ESEXVILLE REAR RANGE
 OJ0533'LIGHT, 58 FT.  (17.7 M) WEST CENTERLINE OF PINE ST., 7.5 FT.  (2.3 M)
 OJ0533'NORTHWEST OF THE MOST NORTHWESTERLY RAIL OF A SPUR LINE, 1 FT. (0.3 M)
 OJ0533'ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS IN TOP OF STEEL
 OJ0533'FOOTING OF THE EAST LEG OF THE LIGHT. IN 1984 THIS POINT WAS REPORTED
 OJ0533'BY USPSQD AS BEING IN GOOD CONDITION.  MARK HAS BEEN PAINTED BLACK,
 OJ0533'SAME AS BASE OF LIGHT BUT STILL UISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8053 ***********************************************************************
 AA8053  CBN         -  This is a Cooperative Base Network Control Station.
 AA8053  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8053  DESIGNATION -  ESSEX A
 AA8053  PID         -  AA8053
 AA8053  STATE/COUNTY-  MI/BAY
 AA8053  USGS QUAD   -  BAY CITY NE (1973)
 AA8053
 AA8053                         *CURRENT SURVEY CONTROL
 AA8053  ___________________________________________________________________
 AA8053* NAD 83(1994)-  43 37 42.57434(N)    083 50 17.62351(W)     ADJUSTED  
 AA8053* NAVD 88     -       178.301  (meters)     584.98   (feet)  ADJUSTED  
 AA8053  ___________________________________________________________________
 AA8053  X           -     496,338.678 (meters)                     COMP
 AA8053  Y           -  -4,597,443.119 (meters)                     COMP
 AA8053  Z           -   4,378,405.387 (meters)                     COMP
 AA8053  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA8053  ELLIP HEIGHT-         143.74  (meters)          (06/11/02) GPS OBS
 AA8053  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA8053  DYNAMIC HT  -         178.267 (meters)     584.86  (feet)  COMP
 AA8053  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 AA8053
 AA8053  HORZ ORDER  -  A
 AA8053  VERT ORDER  -  SECOND    CLASS I
 AA8053  ELLP ORDER  -  FOURTH    CLASS I
 AA8053
 AA8053.This is a reference station for the SAGINAW 1
 AA8053.National Continuously Operating Reference Station (SAG1).
 AA8053
 AA8053.The horizontal coordinates were established by GPS observations
 AA8053.and adjusted by the National Geodetic Survey in September 1995..
 AA8053
 AA8053.The orthometric height was determined by differential leveling
 AA8053.and adjusted by the National Geodetic Survey in March 1997..
 AA8053.WARNING-GPS observations at this control monument resulted in a GPS
 AA8053.derived orthometric height which differed from the leveled height by
 AA8053.more than one decimeter (0.1 meter).
 AA8053
 AA8053.This Tidal Bench Mark is designated as VM 13056
 AA8053.by the Center for Operational Oceanographic Products and Services.
 AA8053
 AA8053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8053
 AA8053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8053
 AA8053.The ellipsoidal height was determined by GPS observations
 AA8053.and is referenced to NAD 83.
 AA8053
 AA8053.The geoid height was determined by GEOID03.
 AA8053
 AA8053.The dynamic height is computed by dividing the NAVD 88
 AA8053.geopotential number by the normal gravity value computed on the
 AA8053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8053.degrees latitude (g = 980.6199 gals.).
 AA8053
 AA8053.The modeled gravity was interpolated from observed gravity values.
 AA8053
 AA8053;                    North         East     Units Scale Factor Converg.
 AA8053;SPC MI S     -   236,571.044 4,042,646.903   MT  0.99999111   +0 21 34.6
 AA8053;SPC MI S     -   776,151.72 13,263,277.24   iFT  0.99999111   +0 21 34.6
 AA8053;UTM  17      - 4,834,526.393   271,027.857   MT  1.00024493   -1 57 33.0
 AA8053
 AA8053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8053!SPC MI S     -   0.99997746  x   0.99999111  =   0.99996857
 AA8053!UTM  17      -   0.99997746  x   1.00024493  =   1.00022238
 AA8053
 AA8053                          SUPERSEDED SURVEY CONTROL
 AA8053
 AA8053  ELLIP H (09/21/95)  143.73   (m)                       GP(       ) 2 1
 AA8053  NAVD 88 (05/25/99)  178.30   (m)          585.0    (f) LEVELING    3  
 AA8053
 AA8053.Superseded values are not recommended for survey control.
 AA8053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8053.See file dsdata.txt to determine how the superseded data were derived.
 AA8053
 AA8053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7102834526(NAD 83)
 AA8053_MARKER: F = FLANGE-ENCASED ROD
 AA8053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA8053_STAMPING: ESSEX A 1994
 AA8053_MARK LOGO: NGS   
 AA8053_PROJECTION: RECESSED 1 CENTIMETERS
 AA8053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8053+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 AA8053_ROD/PIPE-DEPTH: 29.9 meters
 AA8053_SLEEVE-DEPTH  : 1.20 meters
 AA8053
 AA8053  HISTORY     - Date     Condition        Report By
 AA8053  HISTORY     - 1994     MONUMENTED       NGS
 AA8053  HISTORY     - 19941012 GOOD             NOS
 AA8053  HISTORY     - 19960512 GOOD             NGS
 AA8053  HISTORY     - 19970611 GOOD             NGS
 AA8053  HISTORY     - 20010403 GOOD             LOCSUR
 AA8053  HISTORY     - 20040511 GOOD             INDIV
 AA8053  HISTORY     - 20040530 GOOD             WADTRI
 AA8053
 AA8053                          STATION DESCRIPTION
 AA8053
 AA8053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8053'NOTE--GATE TO STATION IS LOCKED AFTER BUSINESS HOURS.  CALL IN ADVANCE
 AA8053'TO USE STATION FOR NIGHT WORK.
 AA8053' 
 AA8053'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF BAY CITY, 2 KM
 AA8053'(1.25 MI) NORTH OF ESSEXVILLE, ON THE EAST SHORE OF THE SAGINAW RIVER,
 AA8053'IN THE BACK YARD OF THE SAGINAW AREA OFFICE OF THE U.S. ARMY CORPS OF
 AA8053'ENGINEERS, ADJACENT TO THE PROPOSED U.S. COAST GUARD GPS ANTENNA SITE.
 AA8053'OWNERSHIP--U.S. CORPS OF ENGINEERS, 2445 WEADOCK ROAD, P.O. BOX 428,
 AA8053'ESSEXVILLE MI 48372.  CONTACT ERNIE LIEBETREU, PHONE 517-894-4951.
 AA8053' 
 AA8053'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ON THE EAST
 AA8053'SIDE OF BAY CITY, GO EAST ON HIGHWAY 25 FOR 2.46 KM (1.50 MI) TO A
 AA8053'CROSSROAD.  TURN LEFT, NORTH, ON PINE ROAD FOR 1.97 KM (1.20 MI) TO A
 AA8053'CROSS STREET (ESSEX STREET) AT STOPLIGHT.  CONTINUE NORTH THROUGH TOWN
 AA8053'FOR 0.45 KM (0.25 MI) TO A CROSS STREET AT STOPLIGHT.  CONTINUE NORTH
 AA8053'ON WEADOCK ROAD FOR 1.41 KM (0.85 MI) TO THE CORPS OF ENGINEERS
 AA8053'ENTRANCE ON THE LEFT.  TURN LEFT TO THE OFFICE.
 AA8053' 
 AA8053'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8053'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 AA8053'IS ON HIGH GROUND, 24.1 M (79.1 FT) SOUTH OF THE NORTH PERIMETER
 AA8053'FENCE, 9.2 M (30.2 FT) EAST OF THE ROCK LINE ALONG THE RIVER, 46.1 M
 AA8053'(151.2 FT) WEST OF THE WEST EDGE OF THE PAVED PARKING LOT, 30 M (98.4
 AA8053'FT) NORTH OF THE NORTH EDGE OF A CHANNEL, 41.2 M (135.2 FT)
 AA8053'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAINTENANCE BUILDING,
 AA8053'AND 52.9 M (173.6 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 AA8053'BOAT RAMP.
 AA8053' 
 AA8053'DESCRIBED BY G.R. HEID.
 AA8053
 AA8053                          STATION RECOVERY (1994)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8053'RECOVERED AS DESCRIBED.
 AA8053
 AA8053                          STATION RECOVERY (1996)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8053'RECOVERED AS DESCRIBED.
 AA8053
 AA8053                          STATION RECOVERY (1997)
 AA8053
 AA8053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED)
 AA8053'THE STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) NORTHEAST OF BAY CITY,
 AA8053'MI., ABOUT 2.0 KM (1.25 MI) NORTH OF ESSEXVILLE, MI., ON THE EAST SIDE
 AA8053'OF THE SAGINAW RIVER, AT THE U.S.  ARMY CORPS OF ENGINEERS SITE, IN
 AA8053'THE GRASS JUST WEST OF A RED AND WHITE DGPS TOWER BEHIND THE OFFICE
 AA8053'AND PARKING LOT, BETWEEN THE TOWER AND THE RIVERS EDGE.
 AA8053'OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS (DETROIT DESTRICT), 2445
 AA8053'WEADOCK ROAD, P.O.  BOX 428, ESSEXVILLE, MI.  48372.  (SOON TO BE
 AA8053'TAKEN OVER BY THE U.S.  COAST GUARD).  NOTE--CONTACT U.S.A.C.E.  DON
 AA8053'HENRY AT THE SITE (1-WEEK) IN ADVANCE TUESDAY THROUGH FRIDAY FOR
 AA8053'ACCESS.  (LOCKED GATE AT NIGHT)  NOTE--THIS STATION IS 1 OF THE
 AA8053'(INTERNATIONAL GREAT LAKES DATUM POINTS).  TO REACH THE STATION FROM
 AA8053'THE JUNCTION OF STATE HIGHWAYS 15 AND 25 (CENTER RD) ON THE EAST SIDE
 AA8053'OF BAY CITY, GO EAST, 2.46 KM (1.50 MI) ALONG HIGHWAY 25 TO THE
 AA8053'INTERSECTION OF (WEADOCK RD/PINE RD).  TURN LEFT, NORTH, 3.78 KM (2.35
 AA8053'MI) ALONG WEADOCK AND PINE ROAD TO THE CORPS OF ENGINEERS OFFICE AND
 AA8053'ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, FOR ABOUT 0.08 KM (0.05
 AA8053'MI) PASSING OFFICE, THROUGH GATE, ACROSS PARKING LOT AND PAST THE RED
 AA8053'AND WHITE TOWER TO THE STATION, JUST EAST OF THE RIVERS EDGE.  STATION
 AA8053'IS 52.9 M (173.6 FT) NORTHWEST OF A CONCRETE BOAT RAMPS NORTHWEST
 AA8053'CORNER, 46.1 M (151.2 FT) WEST OF THE PARKING LOTS WEST EDGE, 41.2 M
 AA8053'(135.2 FT) WEST-SOUTHWEST OF THE MAINTENANCE BUILDINGS SOUTHWEST
 AA8053'CORNER, 30.0 M (98.4 FT) NORTH OF THE CHANNELS NORTH EDGE, 24.7 M
 AA8053'(81.0 FT) NORTH OF A 3 GUY WIRE ANCHOR BASE, 24.1 M (79.1 FT) SOUTH OF
 AA8053'THE NORTH PERIMETER FENCE, 17.2 M (56.4 FT) WEST OF A WOODEN FENCES
 AA8053'NORTH CORNER AROUND THE RED AND WHITE TOWER, 16.5 M (54.1 FT)
 AA8053'NORTHWEST OF A 2X2 AND 1/2-FOOT SQUARE ABANDONED CONCRETE PEDESTALS
 AA8053'NORTH CORNER ABOUT 1-FOOT HIGH, 16.2 M (53.1 FT) SOUTH-SOUTHWEST OF A
 AA8053'3 GUY WIRE ANCHOR BASE, 16.0 M (52.5 FT) WEST-NORTHWEST OF A WOODEN
 AA8053'FENCES SOUTHWEST CORNER AROUND THE RED AND WHITE TOWER, 8.9 M (29.2
 AA8053'FT) EAST-SOUTHEAST OF THE GRASS RIVER BANKS NORTH-NORTHWEST EDGE, 0.4
 AA8053'M (1.3 FT) EAST OF A WITNESS POST, AND THE STATION IS ABOUT 1.5 M (4.9
 AA8053'FT) ABOVE THE RIVER LEVEL AND RECESSED ABOUT 3-CM BELOW THE GROUND
 AA8053'SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT IS A PUNCH MARK ON THE
 AA8053'TOP CENTER OF A STAINLESS STEEL ROD RECESSED ABOUT 0.1 M (0.3 FT)
 AA8053'BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 29.9 M, (98.1 FT) IN
 AA8053'A GREASE FILLED SLEEVE 1.2 M (3.9 FT) LONG.  ENCASED IN A 5-INCH PVC
 AA8053'PIPE WITH NGS LOGO CAP AND SURROUNDED BY CONCRETE.  ACCESS TO THE
 AA8053'DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 AA8053
 AA8053                          STATION RECOVERY (2001)
 AA8053
 AA8053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (WMR)
 AA8053'STATION WAS RECOVERED ON 04-03-2001, BY PRIVATE SURVEY FIRM, SPICER
 AA8053'GROUP, (M G) IN GOOD CONDITION.  STATION IS GOOD TO USE FOR G.P.S.
 AA8053' 
 AA8053'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA8053'
 AA8053
 AA8053                          STATION RECOVERY (2004)
 AA8053
 AA8053'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 AA8053'RECOVERED IN GOOD CONDITION.
 AA8053
 AA8053                          STATION RECOVERY (2004)
 AA8053
 AA8053'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 AA8053'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8054 ***********************************************************************
 AA8054  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8054  DESIGNATION -  ESSEX B
 AA8054  PID         -  AA8054
 AA8054  STATE/COUNTY-  MI/BAY
 AA8054  USGS QUAD   -  BAY CITY NE (1973)
 AA8054
 AA8054                         *CURRENT SURVEY CONTROL
 AA8054  ___________________________________________________________________
 AA8054* NAD 83(1994)-  43 37 39.33687(N)    083 50 10.82241(W)     ADJUSTED  
 AA8054* NAVD 88     -       178.125  (meters)     584.40   (feet)  ADJUSTED  
 AA8054  ___________________________________________________________________
 AA8054  X           -     496,497.655 (meters)                     COMP
 AA8054  Y           -  -4,597,495.157 (meters)                     COMP
 AA8054  Z           -   4,378,332.931 (meters)                     COMP
 AA8054  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA8054  ELLIP HEIGHT-         143.55  (meters)          (07/12/02) GPS OBS
 AA8054  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 AA8054  DYNAMIC HT  -         178.091 (meters)     584.29  (feet)  COMP
 AA8054  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 AA8054
 AA8054  HORZ ORDER  -  A
 AA8054  VERT ORDER  -  SECOND    CLASS I
 AA8054  ELLP ORDER  -  THIRD     CLASS II
 AA8054
 AA8054.This is a reference station for the SAGINAW 1
 AA8054.National Continuously Operating Reference Station (SAG1).
 AA8054
 AA8054.The horizontal coordinates were established by GPS observations
 AA8054.and adjusted by the National Geodetic Survey in September 1995..
 AA8054
 AA8054.The orthometric height was determined by differential leveling
 AA8054.and adjusted by the National Geodetic Survey in March 1997..
 AA8054
 AA8054.This Tidal Bench Mark is designated as VM 13057
 AA8054.by the Center for Operational Oceanographic Products and Services.
 AA8054
 AA8054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8054
 AA8054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8054
 AA8054.The ellipsoidal height was determined by GPS observations
 AA8054.and is referenced to NAD 83.
 AA8054
 AA8054.The geoid height was determined by GEOID03.
 AA8054
 AA8054.The dynamic height is computed by dividing the NAVD 88
 AA8054.geopotential number by the normal gravity value computed on the
 AA8054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8054.degrees latitude (g = 980.6199 gals.).
 AA8054
 AA8054.The modeled gravity was interpolated from observed gravity values.
 AA8054
 AA8054;                    North         East     Units Scale Factor Converg.
 AA8054;SPC MI S     -   236,472.089 4,042,799.995   MT  0.99999090   +0 21 39.3
 AA8054;SPC MI S     -   775,827.06 13,263,779.51   iFT  0.99999090   +0 21 39.3
 AA8054;UTM  17      - 4,834,421.299   271,176.858   MT  1.00024409   -1 57 28.2
 AA8054
 AA8054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8054!SPC MI S     -   0.99997749  x   0.99999090  =   0.99996839
 AA8054!UTM  17      -   0.99997749  x   1.00024409  =   1.00022157
 AA8054
 AA8054|---------------------------------------------------------------------|
 AA8054| PID    Reference Object                     Distance      Geod. Az  |
 AA8054|                                                           dddmmss.s |
 AA8054| OJ0531 BAKER                               268.246 METERS 22937     |
 AA8054|---------------------------------------------------------------------|
 AA8054
 AA8054                          SUPERSEDED SURVEY CONTROL
 AA8054
 AA8054  ELLIP H (09/21/95)  143.55   (m)                       GP(       ) 2 1
 AA8054
 AA8054.Superseded values are not recommended for survey control.
 AA8054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8054.See file dsdata.txt to determine how the superseded data were derived.
 AA8054
 AA8054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7117734421(NAD 83)
 AA8054_MARKER: I = METAL ROD
 AA8054_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8054_STAMPING: ESSEX B 1994
 AA8054_MARK LOGO: NGS   
 AA8054_PROJECTION: FLUSH
 AA8054_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8054+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1996
 AA8054_ROD/PIPE-DEPTH: 19.5 meters
 AA8054_SLEEVE-DEPTH  : 1.2 meters
 AA8054
 AA8054  HISTORY     - Date     Condition        Report By
 AA8054  HISTORY     - 1994     MONUMENTED       NGS
 AA8054  HISTORY     - 19941012 GOOD             NOS
 AA8054  HISTORY     - 19960512 GOOD             NGS
 AA8054
 AA8054                          STATION DESCRIPTION
 AA8054
 AA8054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8054'STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTHEAST OF BAY CITY, 2 KM
 AA8054'(1.25 MI) NORTH OF ESSEXVILLE, ON THE EAST SHORE OF THE SAGINAW RIVER,
 AA8054'IN THE FRONT YARD OF THE U.S. COAST GUARD STATION SAGINAW RIVER, IN
 AA8054'LAWN ALONG THE ENTRANCE DRIVE.  OWNERSHIP--U.S. COAST GUARD, 2405
 AA8054'WEADOCK ROAD, ESSEXVILLE MI 48372.  1994 CONTACT IS CHIEF STEVE
 AA8054'BETTERS, PHONE 517-892-0556.
 AA8054' 
 AA8054'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 25 ON THE EAST
 AA8054'SIDE OF BAY CITY, GO EAST ON HIGHWAY 25 FOR 2.46 KM (1.50 MI) TO A
 AA8054'CROSSROAD.  TURN LEFT, NORTH, ON PINE ROAD FOR 1.97 KM (1.20 MI) TO A
 AA8054'CROSS STREET (ESSEX STREET) AT STOPLIGHT.  CONTINUE NORTH THROUGH TOWN
 AA8054'FOR 0.45 KM (0.25 MI) TO A CROSS STREET AT STOPLIGHT.  CONTINUE NORTH
 AA8054'ON WEADOCK ROAD FOR 1.31 KM (0.80 MI) TO A PAVED LANE LEFT LEADING TO
 AA8054'THE COAST GUARD STATION, AND MARK ON THE LEFT.
 AA8054' 
 AA8054'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8054'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AA8054'IT IS 11.0 M (36.1 FT) WEST OF THE ROAD CENTER, 2.6 M (8.5 FT) SOUTH
 AA8054'OF THE SOUTH EDGE OF THE SOUTH CURB OF THE LANE, 9.0 M (29.5 FT)
 AA8054'NORTH-NORTHWEST OF A UTILITY POLE WITH LIGHT, 23.6 M (77.4 FT)
 AA8054'EAST-SOUTHEAST OF A UTILITY POLE WITH LIGHT AND TRANSFORMER, AND 22.9
 AA8054'M (75.1 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL.
 AA8054' 
 AA8054'DESCRIBED BY G.R. HEID.
 AA8054
 AA8054                          STATION RECOVERY (1994)
 AA8054
 AA8054'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8054'RECOVERED AS DESCRIBED.
 AA8054
 AA8054                          STATION RECOVERY (1996)
 AA8054
 AA8054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1638 ***********************************************************************
 NF1638  CBN         -  This is a Cooperative Base Network Control Station.
 NF1638  DESIGNATION -  ET 3 JDS
 NF1638  PID         -  NF1638
 NF1638  STATE/COUNTY-  MI/VAN BUREN
 NF1638  USGS QUAD   -  GOBLES EAST (1981)
 NF1638
 NF1638                         *CURRENT SURVEY CONTROL
 NF1638  ___________________________________________________________________
 NF1638* NAD 83(1994)-  42 22 27.90689(N)    085 47 11.46141(W)     ADJUSTED  
 NF1638* NAVD 88     -       266.6    (meters)     875.     (feet)  GPS OBS   
 NF1638  ___________________________________________________________________
 NF1638  X           -     346,736.333 (meters)                     COMP
 NF1638  Y           -  -4,706,487.023 (meters)                     COMP
 NF1638  Z           -   4,276,576.987 (meters)                     COMP
 NF1638  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 NF1638  ELLIP HEIGHT-         233.62  (meters)          (07/12/02) GPS OBS
 NF1638  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF1638
 NF1638  HORZ ORDER  -  B
 NF1638  ELLP ORDER  -  FOURTH    CLASS II
 NF1638
 NF1638.The horizontal coordinates were established by GPS observations
 NF1638.and adjusted by the National Geodetic Survey in September 1995..
 NF1638
 NF1638.The orthometric height was determined by GPS observations and a
 NF1638.high-resolution geoid model.
 NF1638
 NF1638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1638
 NF1638.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1638
 NF1638.The ellipsoidal height was determined by GPS observations
 NF1638.and is referenced to NAD 83.
 NF1638
 NF1638.The geoid height was determined by GEOID03.
 NF1638
 NF1638;                    North         East     Units Scale Factor Converg.
 NF1638;SPC MI S     -    98,114.539 3,883,068.254   MT  0.99994633   -0 57 58.5
 NF1638;SPC MI S     -   321,898.09 12,739,725.24   iFT  0.99994633   -0 57 58.5
 NF1638;UTM  16      - 4,692,061.958   599,907.180   MT  0.99972281   +0 49 04.5
 NF1638
 NF1638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1638!SPC MI S     -   0.99996336  x   0.99994633  =   0.99990969
 NF1638!UTM  16      -   0.99996336  x   0.99972281  =   0.99968618
 NF1638
 NF1638                          SUPERSEDED SURVEY CONTROL
 NF1638
 NF1638  ELLIP H (09/20/95)  233.64   (m)                       GP(       ) 1 2
 NF1638  NAD 83(1986)-  42 22 27.90954(N)    085 47 11.47801(W) AD(       ) 2
 NF1638  NAD 27      -  42 22 27.78327(N)    085 47 11.40872(W) AD(       ) 2
 NF1638  NGVD 29 (07/19/86)  268.3    (m)          880.     (f) VERT ANG       
 NF1638
 NF1638.Superseded values are not recommended for survey control.
 NF1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1638.See file dsdata.txt to determine how the superseded data were derived.
 NF1638
 NF1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9990792062(NAD 83)
 NF1638_MARKER: DT = TOPOGRAPHIC STATION DISK
 NF1638_SETTING: 80 = SET IN A BOULDER
 NF1638_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 NF1638_STAMPING: USGS ET 3JDS 1966
 NF1638_MARK LOGO: USGS  
 NF1638_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 NF1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1638+STABILITY: SURFACE MOTION
 NF1638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1638+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 NF1638
 NF1638  HISTORY     - Date     Condition        Report By
 NF1638  HISTORY     - 1966     MONUMENTED       USGS
 NF1638  HISTORY     - 1966     GOOD             USGS
 NF1638  HISTORY     - 1989     GOOD             USPSQD
 NF1638  HISTORY     - 19921219 GOOD             LOCENG
 NF1638  HISTORY     - 19930619 GOOD             LOCSUR
 NF1638  HISTORY     - 19940727 GOOD             NGS
 NF1638  HISTORY     - 20000816 GOOD             MI-159
 NF1638
 NF1638                          STATION DESCRIPTION
 NF1638
 NF1638'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JLC)
 NF1638'STATION LOCATED 1.0 MILE N AND 47.75 MILES E OF
 NF1638'GOBLES, IN THE NE
 NF1638'1/4 SEC. 23, T1S, R13W, ON A PROMINENT KNOLL, 71 FEET
 NF1638'S OF A FENCE, IN A DRILL HOLE OF A 2
 NF1638'BY 2 ROCK.  MARK IS STANDARD TABLET
 NF1638'STAMPED ET 3 JDS 1966.
 NF1638
 NF1638                          STATION RECOVERY (1966)
 NF1638
 NF1638'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF1638'RECOVERED IN GOOD CONDITION.
 NF1638
 NF1638                          STATION RECOVERY (1989)
 NF1638
 NF1638'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF1638'RECOVERED IN GOOD CONDITION.
 NF1638
 NF1638                          STATION RECOVERY (1992)
 NF1638
 NF1638'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1638'RECOVERED IN GOOD CONDITION.  ADD-- 300 FEET (91.4 M) SOUTH OF
 NF1638'HIGHWAY NO. 388, 200 FEET (61.0 M) SOUTH-SOUTHEAST OF HOUSE NO.
 NF1638'24293, ON SOUTH SIDE OF HIGHWAY 388 AND 17 FEET (5.2 M) SOUTH OF AN
 NF1638'EAST-WEST FENCE.
 NF1638
 NF1638                          STATION RECOVERY (1993)
 NF1638
 NF1638'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1638'A NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED 2.3 MI (3.7 KM)
 NF1638'EASTERLY ALONG COUNTY ROAD 388 FROM POST OFFICE IN KENDALL TO A
 NF1638'DRIVEWAY LEADING TO THE HOUSE OF GLEN KEELEY JR.  TURN RIGHT AND GO
 NF1638'SOUTH UP DRIVEWAY FROM WHERE DRIVEWAY TURNS WEST TO HOUSE.  MARK IS
 NF1638'300 FT (91.4 M) +- SOUTH ON CREST OF HILL, 24 FT (7.3 M) +- SOUTH OF
 NF1638'PASTURE FENCE LINE THAT HAS A SIGN POST IN IT.  GLEN KEELY, JR. HOUSE
 NF1638'- N.  25 DEG., W.  - 200.00 FT (60.96 M) +-.  BENCH MARK J 323 1984 IS
 NF1638'N.  45 DEG., W.  - 500.00 FT (152.40 M) +-.  TO REACH FROM COUNTY ROAD
 NF1638'388 WITH A TRUCK, THERE IS A GATE 300.00 FT (91.44 M) +- WEST OF ABOVE
 NF1638'HOUSE, THE GATE IS LOCKED, GLEN KEELEY ON NORTH SIDE OF ROAD WILL
 NF1638'UNLOCK THIS GATE.  THE STATION IS A STANDARD BRONZE CAP IN POINT OF
 NF1638'LARGE ROCK.
 NF1638
 NF1638                          STATION RECOVERY (1994)
 NF1638
 NF1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1638'NOTE--KEY IS NEEDED TO UNLOCK GATE AND DRIVE UP HILL TO STATION.  THE
 NF1638'STATION IS LOCATED ABOUT 18 KM (11.20 MI) NORTHWEST OF KALAMAZOO, 8 KM
 NF1638'(4.95 MI) EAST OF GOBLES, IN SECTION 23, T 1 S, R 13 W, ON THE TOP OF
 NF1638'A KNOLL.  OWNERSHIP--ROCKIE KEELEY, 24668 COUNTY ROAD 388, GOBLES MI
 NF1638'49055, PHONE 616-628-2967, GLEN KEELEY SR., PHONE 628-2680.  TO REACH
 NF1638'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 131 AND D AVENUE (EXIT
 NF1638'44) WHICH IS ABOUT 16 KM (9.95 MI) NORTHWEST OF KALAMAZOO, GO WEST FOR
 NF1638'4.3 KM (2.65 MI) ON D AVENUE TO A CROSSROAD, 6TH STREET. CONTINUE WEST
 NF1638'FOR 6.0 KM (3.70 MI) ON D AVENUE (TURNS INTO COUNTY ROAD 388 ONCE YOU
 NF1638'REACH THE VAN BUREN COUNTY LINE) TO THE JUNCTION OF 23.50 STREET.
 NF1638'CONTINUE WEST FOR 0.7 KM (0.45 MI) TO A LOCKED GATE ON LEFT, ABOUT 0.1
 NF1638'KM (0.05 MI) EAST OF MR.  GLEN KEELEYS WHITE TWO-STORY HOUSE.  TURN
 NF1638'LEFT, PASS THROUGH GATE AND GO 0.2 KM (0.10 MI) ON A TRACK ROAD TO A
 NF1638'KNOLL ON LEFT.  TURN LEFT AND GO UPHILL TO THE CREST OF KNOLL AND THE
 NF1638'STATION.  THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A 0.4 M
 NF1638'(1.3 FT) BY 0.5 M (1.6 FT) BY 0.5 M (1.6 FT) PARTIALLY EXPOSED BOULDER
 NF1638'PROJECTING 20 CM ABOVE GROUND. LOCATED 5.9 M (19.4 FT) SOUTH FROM AN
 NF1638'ORANGE FIBERGLASS WITNESS POST IN FENCE LINE, 15.8 M (51.8 FT)
 NF1638'WEST-SOUTHWEST FROM A FENCE POST AT FENCE LINE JUNCTION AND ABOUT 60 M
 NF1638'(196.8 FT) SOUTH-SOUTHEAST OF A HOUSE.
 NF1638
 NF1638                          STATION RECOVERY (2000)
 NF1638
 NF1638'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1638'OK FOR GPS - VAN BUREN COUNTY HARN MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0136 ***********************************************************************
 PK0136  DESIGNATION -  ET GORE USGS
 PK0136  PID         -  PK0136
 PK0136  STATE/COUNTY-  MI/HURON
 PK0136  USGS QUAD   -  HURON CITY (1970)
 PK0136
 PK0136                         *CURRENT SURVEY CONTROL
 PK0136  ___________________________________________________________________
 PK0136* NAD 83(1986)-  44 00 00.     (N)    082 46 48.     (W)     SCALED    
 PK0136* NAVD 88     -       192.625  (meters)     631.97   (feet)  ADJUSTED  
 PK0136  ___________________________________________________________________
 PK0136  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0136  DYNAMIC HT  -         192.597 (meters)     631.88  (feet)  COMP
 PK0136  MODELED GRAV-     980,466.7   (mgal)                       NAVD 88
 PK0136
 PK0136  VERT ORDER  -  FIRST     CLASS 0
 PK0136
 PK0136.The horizontal coordinates were scaled from a topographic map and have
 PK0136.an estimated accuracy of +/- 6 seconds.
 PK0136
 PK0136.The orthometric height was determined by differential leveling
 PK0136.and adjusted by the National Geodetic Survey in June 1991..
 PK0136
 PK0136.The geoid height was determined by GEOID03.
 PK0136
 PK0136.The dynamic height is computed by dividing the NAVD 88
 PK0136.geopotential number by the normal gravity value computed on the
 PK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0136.degrees latitude (g = 980.6199 gals.).
 PK0136
 PK0136.The modeled gravity was interpolated from observed gravity values.
 PK0136
 PK0136;                    North         East    Units  Estimated Accuracy
 PK0136;SPC MI S     -   278,920.    4,127,270.      MT  (+/- 180 meters Scaled)
 PK0136
 PK0136                          SUPERSEDED SURVEY CONTROL
 PK0136
 PK0136  NGVD 29 (??/??/92)  192.758  (m)          632.41   (f) ADJ UNCH    1 0
 PK0136
 PK0136.Superseded values are not recommended for survey control.
 PK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0136.See file dsdata.txt to determine how the superseded data were derived.
 PK0136
 PK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ572734(NAD 83)
 PK0136_MARKER: DD = SURVEY DISK
 PK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0136_SP_SET: CONCRETE POST
 PK0136_STAMPING: GORE 1968
 PK0136_PROJECTION: FLUSH
 PK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0136+STABILITY: SURFACE MOTION
 PK0136
 PK0136  HISTORY     - Date     Condition        Report By
 PK0136  HISTORY     - 1968     MONUMENTED       USGS
 PK0136  HISTORY     - 1976     GOOD             NOS
 PK0136
 PK0136                          STATION DESCRIPTION
 PK0136
 PK0136'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0136'IN HURON.
 PK0136'0.6 MILE SOUTHEAST OF THE INTERSECTION OF AND MINDEN ROAD, SOUTH OF
 PK0136'THE INTERSECTION OF HIGHWAY U.S. 25 AND STODDARD ROAD, 49 FT. SOUTH
 PK0136'CENTERLINE OF STODDARD ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 PK0136'OF BRONZE DISK SET INTO A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1495 ***********************************************************************
 RL1495  DESIGNATION -  EWEN
 RL1495  PID         -  RL1495
 RL1495  STATE/COUNTY-  MI/ONTONAGON
 RL1495  USGS QUAD   -  
 RL1495
 RL1495                         *CURRENT SURVEY CONTROL
 RL1495  ___________________________________________________________________
 RL1495* NAD 83(1994)-  46 32 28.99547(N)    089 19 28.81780(W)     ADJUSTED  
 RL1495* NAVD 88     -       376.897  (meters)    1236.54   (feet)  ADJUSTED  
 RL1495  ___________________________________________________________________
 RL1495  LAPLACE CORR-          -6.51  (seconds)                    DEFLEC99
 RL1495  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 RL1495  DYNAMIC HT  -         376.910 (meters)    1236.58  (feet)  COMP
 RL1495  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RL1495
 RL1495  HORZ ORDER  -  THIRD
 RL1495  VERT ORDER  -  FIRST     CLASS II
 RL1495
 RL1495.The horizontal coordinates were established by classical geodetic methods
 RL1495.and adjusted by the National Geodetic Survey in February 1997..
 RL1495
 RL1495.The orthometric height was determined by differential leveling
 RL1495.and adjusted by the National Geodetic Survey in June 1991..
 RL1495
 RL1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1495
 RL1495.The geoid height was determined by GEOID03.
 RL1495
 RL1495.The dynamic height is computed by dividing the NAVD 88
 RL1495.geopotential number by the normal gravity value computed on the
 RL1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1495.degrees latitude (g = 980.6199 gals.).
 RL1495
 RL1495.The modeled gravity was interpolated from observed gravity values.
 RL1495
 RL1495;                    North         East     Units Scale Factor Converg.
 RL1495;SPC MI N     -   198,012.658 7,821,728.730   MT  0.99991281   -1 40 48.9
 RL1495;SPC MI N     -   649,647.83 25,661,839.67   iFT  0.99991281   -1 40 48.9
 RL1495;UTM  16      - 5,156,827.579   321,761.521   MT  0.99999051   -1 41 16.3
 RL1495
 RL1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1495!SPC MI N     -   0.99994588  x   0.99991281  =   0.99985869
 RL1495!UTM  16      -   0.99994588  x   0.99999051  =   0.99993639
 RL1495
 RL1495:                Primary Azimuth Mark                     Grid Az
 RL1495:SPC MI N     -  EWEN AZ MK                               004 12 52.1
 RL1495:UTM  16      -  EWEN AZ MK                               004 13 19.5
 RL1495
 RL1495|---------------------------------------------------------------------|
 RL1495| PID    Reference Object                     Distance      Geod. Az  |
 RL1495|                                                           dddmmss.s |
 RL1495| AA5486 EWEN AZ MK                                         0023203.2 |
 RL1495| CJ2494 EWEN RM 1                            29.184 METERS 04253     |
 RL1495| CJ2495 EWEN RM 2                            22.596 METERS 11706     |
 RL1495|---------------------------------------------------------------------|
 RL1495
 RL1495                          SUPERSEDED SURVEY CONTROL
 RL1495
 RL1495  NAD 83(1986)-  46 32 28.99233(N)    089 19 28.81141(W) AD(       ) 3
 RL1495  NAD 27      -  46 32 29.18900(N)    089 19 28.28900(W) AD(       ) 3
 RL1495
 RL1495.Superseded values are not recommended for survey control.
 RL1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1495.See file dsdata.txt to determine how the superseded data were derived.
 RL1495
 RL1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS2176256828(NAD 83)
 RL1495_MARKER: DS = TRIANGULATION STATION DISK
 RL1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1495_SP_SET: CONCRETE POST
 RL1495_STAMPING: EWEN 1952
 RL1495_MARK LOGO: CGS   
 RL1495_PROJECTION: PROJECTING 10 CENTIMETERS
 RL1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1495+STABILITY: SURFACE MOTION
 RL1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1495+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 RL1495
 RL1495  HISTORY     - Date     Condition        Report By
 RL1495  HISTORY     - 1952     MONUMENTED       CGS
 RL1495  HISTORY     - 1985     GOOD             NGS
 RL1495  HISTORY     - 19930515 GOOD             MIDT
 RL1495  HISTORY     - 20010615 GOOD             USPSQD
 RL1495  HISTORY     - 20040812 GOOD             USPSQD
 RL1495
 RL1495                          STATION DESCRIPTION
 RL1495
 RL1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1495'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF MATCHWOOD,
 RL1495'2 MILES WEST-NORTHWEST OF EWEN, 100 YARDS NORTH OF STATE HIGHWAY
 RL1495'28 AND IN A GROUP OF 9 PINE TREES ON THE SUMMIT OF A LOW
 RL1495'EAST-WEST RIDGE.
 RL1495'
 RL1495'TO REACH THE STATION FROM THE JUNCTION OF THE MAIN STREET AND
 RL1495'STATE HIGHWAY 28 IN EWEN, GO WEST ON STATE HIGHWAY 28 FOR 2.15
 RL1495'MILES TO A CROSSROAD WITH A GROVE OF PINE TREES IN THE NORTHWEST
 RL1495'CORNER, TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR 0.05 MILE
 RL1495'TO A GATE ON THE LEFT AND THE STATION 90 FEET WEST OF THE CENTER
 RL1495'OF THE GRAVEL ROAD.
 RL1495'
 RL1495'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH
 RL1495'ON THE GRAVEL ROAD FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 RL1495'RIGHT.
 RL1495'
 RL1495'THE STATION MARK, STAMPED EWEN 1952, IS A STANDARD DISK SET
 RL1495'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 18
 RL1495'FEET WEST OF A 3-FOOT PINE TREE WHICH IS THE NORTHEASTERLY ONE
 RL1495'OF THE GROUP OF 9 AND 3 FEET NORTH OF A WITNESS POST.
 RL1495'
 RL1495'REFERENCE MARK NO. 1, STAMPED EWEN NO 1 1952, IS A STANDARD
 RL1495'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RL1495'IT IS 9 FEET NORTHEAST OF A PUMP, 2 FEET WEST OF A FENCELINE
 RL1495'AND 1-1/2 FEET LOWER THAN THE STATION.
 RL1495'
 RL1495'REFERENCE MARK NO. 2, STAMPED EWEN NO 2 1952, IS A STANDARD
 RL1495'DISK SET IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 RL1495'IT IS 3 FEET NORTHWEST OF THE NORTH GATE POST AND 2 FEET WEST
 RL1495'OF THE FENCELINE.
 RL1495'
 RL1495'THE AZIMUTH MARK, STAMPED EWEN 1952, IS A STANDARD DISK SET
 RL1495'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 0.1
 RL1495'MILE NORTHEAST OF A SET OF FARM BUILDINGS, 170 FEET NORTH OF
 RL1495'A PRIVATE DRIVEWAY, 20 FEET EAST OF THE CENTER OF A GRAVEL ROAD,
 RL1495'5 FEET WEST OF A FENCELINE AND 3 FEET NORTH OF A WITNESS POST.
 RL1495'
 RL1495'HEIGHT OF LIGHT ABOVE STATION MARK 22.5 METERS.
 RL1495
 RL1495                          STATION RECOVERY (1985)
 RL1495
 RL1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1495'18.5 KM (11.5 MI) WEST FROM BRUCE CROSSING.
 RL1495'11.5 KM (7.15 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1495'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 90.1 M (295.6 FT) NORTHEAST OF
 RL1495'THE CENTERLINE OF THE HIGHWAY, 27.5 M (90.2 FT) WEST OF THE CENTER OF
 RL1495'NORTH FAIR OAKS ROAD, AND 22.6 M (74.1 FT) NORTHWEST OF REFERENCE MARK
 RL1495'NO 2.
 RL1495'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RL1495
 RL1495                          STATION RECOVERY (1993)
 RL1495
 RL1495'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (BRT)
 RL1495'ABOUT 4 MILES (6.4 KM) EAST-SOUTHEAST OF MATCHWOOD, 2 MILES (3.2 KM)
 RL1495'WEST-NORTHWEST OF EWEN, 100 YARDS NORTH OF STATE HIGHWAY M-28 AND IN A
 RL1495'GROUP OF 9 PINE TREES ON THE SUMMIT OF A LOW EAST-WEST RIDGE.  TO
 RL1495'REACH FROM THE JUNCTION OF THE MAIN STREET (CEDAR STREET) AND STATE
 RL1495'HIGHWAY M-28 IN EWEN, GO WEST ON STATE HIGHWAY M-28 FOR 2.15 MI (3.46
 RL1495'KM) TO A CROSSROAD (NORTH FAIR OAKS ROAD) WITH A GROVE OF PINE TREES
 RL1495'IN THE NORTHWEST CORNER.  TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD
 RL1495'FOR 0.05 MILE (0.08 KM) TO TOP OF EAST-WEST RIDGE.  STATION IS ON LEFT
 RL1495'90 FT (27.4 M) WEST OF THE CENTERLINE OF GRAVEL ROAD.  STATION IS A
 RL1495'STANDARD BRASS DISK SET IN A SQUARE CONCRETE POST PROJECTING 4 INCHES
 RL1495'ABOVE THE GROUND.  IT IS SOUTH 85 DEGREES, WEST 21 FT (6.4 M) FROM A
 RL1495'28-INCH DIAMETER PINE TREE, BEING THE MOST NORTHEASTERLY LARGE PINE
 RL1495'TREE, SOUTH 65 DEGREES, EAST 24 FEET (7.3 M) FROM A 26-INCH PINE TREE,
 RL1495'AND 2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST. NORTHWEST 74.14
 RL1495'FT (22.60 M) FROM REFERENCE MARK NO 2, SOUTHWEST 95.75 FT (29.18 M)
 RL1495'FROM REFERENCE MARK NO. 1.
 RL1495
 RL1495                          STATION RECOVERY (2001)
 RL1495
 RL1495'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1495'RECOVERED IN GOOD CONDITION.
 RL1495
 RL1495                          STATION RECOVERY (2004)
 RL1495
 RL1495'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0080 ***********************************************************************
 NF0080  DESIGNATION -  F
 NF0080  PID         -  NF0080
 NF0080  STATE/COUNTY-  MI/INGHAM
 NF0080  USGS QUAD   -  EAST LANSING (1970)
 NF0080
 NF0080                         *CURRENT SURVEY CONTROL
 NF0080  ___________________________________________________________________
 NF0080* NAD 83(1986)-  42 42 16.     (N)    084 29 56.     (W)     SCALED    
 NF0080* NAVD 88     -       262.52   (+/-2cm)     861.3    (feet)  VERTCON   
 NF0080  ___________________________________________________________________
 NF0080  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0080
 NF0080  VERT ORDER  -  ? (See Below)
 NF0080
 NF0080.The horizontal coordinates were scaled from a topographic map and have
 NF0080.an estimated accuracy of +/- 6 seconds.
 NF0080
 NF0080.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0080.The vertical order pertains to the NGVD 29 superseded value.
 NF0080
 NF0080.The geoid height was determined by GEOID03.
 NF0080
 NF0080;                    North         East    Units  Estimated Accuracy
 NF0080;SPC MI S     -   133,800.    3,989,170.      MT  (+/- 180 meters Scaled)
 NF0080
 NF0080                          SUPERSEDED SURVEY CONTROL
 NF0080
 NF0080  NGVD 29 (??/??/92)  262.650  (m)          861.71   (f) ADJ UNCH    ?  
 NF0080
 NF0080.Superseded values are not recommended for survey control.
 NF0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0080.See file dsdata.txt to determine how the superseded data were derived.
 NF0080
 NF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN048310(NAD 83)
 NF0080_MARKER: DD = SURVEY DISK
 NF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0080_STAMPING: F
 NF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0080+STABILITY: SURFACE MOTION
 NF0080
 NF0080  HISTORY     - Date     Condition        Report By
 NF0080  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0080  HISTORY     - 1932     GOOD             MISCOL
 NF0080  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0080
 NF0080                          STATION DESCRIPTION
 NF0080
 NF0080'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0080'AT EAST LANSING.
 NF0080'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0080'FARM, 1/2 MILE SOUTH OF MOUNT HOPE ROAD, ON AN EAST-AND-WEST
 NF0080'ROAD, AT THE TOWN LINE, 40 FEET EAST OF A POINT 19.5 FEET NORTH
 NF0080'OF A QUARTER SECTION CORNER, AND 40 FEET EAST OF A POINT 3 FEET
 NF0080'SOUTH OF A FENCE CORNER.  A MICHIGAN STATE COLLEGE STANDARD
 NF0080'DISK, STAMPED F AND SET IN THE TOP OF A CONCRETE POST.
 NF0080
 NF0080                          STATION RECOVERY (1978)
 NF0080
 NF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0114 ***********************************************************************
 OJ0114  DESIGNATION -  F 100
 OJ0114  PID         -  OJ0114
 OJ0114  STATE/COUNTY-  MI/SANILAC
 OJ0114  USGS QUAD   -  BROWN CITY (1978)
 OJ0114
 OJ0114                         *CURRENT SURVEY CONTROL
 OJ0114  ___________________________________________________________________
 OJ0114* NAD 83(1986)-  43 11 06.     (N)    082 55 25.     (W)     SCALED    
 OJ0114* NAVD 88     -       244.052  (meters)     800.69   (feet)  ADJUSTED  
 OJ0114  ___________________________________________________________________
 OJ0114  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ0114  DYNAMIC HT  -         243.995 (meters)     800.51  (feet)  COMP
 OJ0114  MODELED GRAV-     980,383.4   (mgal)                       NAVD 88
 OJ0114
 OJ0114  VERT ORDER  -  SECOND    CLASS 0
 OJ0114
 OJ0114.The horizontal coordinates were scaled from a topographic map and have
 OJ0114.an estimated accuracy of +/- 6 seconds.
 OJ0114
 OJ0114.The orthometric height was determined by differential leveling
 OJ0114.and adjusted by the National Geodetic Survey in June 1991..
 OJ0114
 OJ0114.The geoid height was determined by GEOID03.
 OJ0114
 OJ0114.The dynamic height is computed by dividing the NAVD 88
 OJ0114.geopotential number by the normal gravity value computed on the
 OJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0114.degrees latitude (g = 980.6199 gals.).
 OJ0114
 OJ0114.The modeled gravity was interpolated from observed gravity values.
 OJ0114
 OJ0114;                    North         East    Units  Estimated Accuracy
 OJ0114;SPC MI S     -   188,170.    4,117,300.      MT  (+/- 180 meters Scaled)
 OJ0114
 OJ0114                          SUPERSEDED SURVEY CONTROL
 OJ0114
 OJ0114  NGVD 29 (??/??/92)  244.176  (m)          801.10   (f) ADJ UNCH    2 0
 OJ0114
 OJ0114.Superseded values are not recommended for survey control.
 OJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0114.See file dsdata.txt to determine how the superseded data were derived.
 OJ0114
 OJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH436831(NAD 83)
 OJ0114_MARKER: DB = BENCH MARK DISK
 OJ0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0114_SP_SET: CULVERT
 OJ0114_STAMPING: F 100 1934
 OJ0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0114
 OJ0114  HISTORY     - Date     Condition        Report By
 OJ0114  HISTORY     - 1934     MONUMENTED       CGS
 OJ0114  HISTORY     - 19940728 GOOD             USPSQD
 OJ0114
 OJ0114                          STATION DESCRIPTION
 OJ0114
 OJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0114'0.3 MI NW FROM VALLEY CENTER.
 OJ0114'0.3 MILE NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0114'STATION AT VALLEY CENTER, SANILAC COUNTY, AT THE CROSSING OF
 OJ0114'STATE HIGHWAY 90, AT A CONCRETE HIGHWAY CULVERT, IN THE TOP
 OJ0114'OF THE NORTHEAST END, 26 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OJ0114'23 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET SOUTHWEST
 OJ0114'OF POLE 609, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 OJ0114'F 100 1934.
 OJ0114
 OJ0114                          STATION RECOVERY (1994)
 OJ0114
 OJ0114'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0055 ***********************************************************************
 OK0055  DESIGNATION -  F 103
 OK0055  PID         -  OK0055
 OK0055  STATE/COUNTY-  MI/GRATIOT
 OK0055  USGS QUAD   -  ASHLEY (1974)
 OK0055
 OK0055                         *CURRENT SURVEY CONTROL
 OK0055  ___________________________________________________________________
 OK0055* NAD 83(1986)-  43 11 14.     (N)    084 28 31.     (W)     SCALED    
 OK0055* NAVD 88     -       204.415  (meters)     670.65   (feet)  ADJUSTED  
 OK0055  ___________________________________________________________________
 OK0055  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OK0055  DYNAMIC HT  -         204.374 (meters)     670.52  (feet)  COMP
 OK0055  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 OK0055
 OK0055  VERT ORDER  -  SECOND    CLASS 0
 OK0055
 OK0055.The horizontal coordinates were scaled from a topographic map and have
 OK0055.an estimated accuracy of +/- 6 seconds.
 OK0055
 OK0055.The orthometric height was determined by differential leveling
 OK0055.and adjusted by the National Geodetic Survey in June 1991..
 OK0055
 OK0055.The geoid height was determined by GEOID03.
 OK0055
 OK0055.The dynamic height is computed by dividing the NAVD 88
 OK0055.geopotential number by the normal gravity value computed on the
 OK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0055.degrees latitude (g = 980.6199 gals.).
 OK0055
 OK0055.The modeled gravity was interpolated from observed gravity values.
 OK0055
 OK0055;                    North         East    Units  Estimated Accuracy
 OK0055;SPC MI S     -   187,420.    3,991,170.      MT  (+/- 180 meters Scaled)
 OK0055
 OK0055                          SUPERSEDED SURVEY CONTROL
 OK0055
 OK0055  NGVD 29 (??/??/92)  204.580  (m)          671.19   (f) ADJ UNCH    2 0
 OK0055
 OK0055.Superseded values are not recommended for survey control.
 OK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0055.See file dsdata.txt to determine how the superseded data were derived.
 OK0055
 OK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051847(NAD 83)
 OK0055_MARKER: DB = BENCH MARK DISK
 OK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0055_STAMPING: F 103 1934
 OK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0055+STABILITY: SURFACE MOTION
 OK0055
 OK0055  HISTORY     - Date     Condition        Report By
 OK0055  HISTORY     - 1934     MONUMENTED       CGS
 OK0055  HISTORY     - 1942     GOOD             NGS
 OK0055  HISTORY     - 1964     GOOD             USGS
 OK0055  HISTORY     - 19920804 GOOD             USPSQD
 OK0055  HISTORY     - 20010620 POOR             USPSQD
 OK0055
 OK0055                          STATION DESCRIPTION
 OK0055
 OK0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OK0055'AT ASHLEY.
 OK0055'AT ASHLEY, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 85 YARDS
 OK0055'SOUTHEAST OF THE STATION, AT THE JUNCTION OF THE GRAND TRUNK
 OK0055'RAILWAY, 65 YARDS NORTH OF THE POST OFFICE, 4 YARDS NORTHWEST
 OK0055'OF THE NORTHWEST RAIL OF THE ANN ARBOR RAILROAD, AND LEVEL WITH
 OK0055'THE TOP OF RAIL.  A STANDARD DISK, STAMPED F 103 1934 AND SET IN
 OK0055'THE TOP OF A CONCRETE POST.
 OK0055
 OK0055                          STATION RECOVERY (1964)
 OK0055
 OK0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 OK0055'RECOVERED IN GOOD CONDITION.
 OK0055
 OK0055                          STATION RECOVERY (1992)
 OK0055
 OK0055'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0055'RECOVERED IN GOOD CONDITION.
 OK0055
 OK0055                          STATION RECOVERY (2001)
 OK0055
 OK0055'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0055'STATION WAS FOUND LEANING 60 DEGREES TO THE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0017 ***********************************************************************
 NF0017  DESIGNATION -  F 104
 NF0017  PID         -  NF0017
 NF0017  STATE/COUNTY-  MI/INGHAM
 NF0017  USGS QUAD   -  DANSVILLE (1976)
 NF0017
 NF0017                         *CURRENT SURVEY CONTROL
 NF0017  ___________________________________________________________________
 NF0017* NAD 83(1986)-  42 36 04.     (N)    084 15 25.     (W)     SCALED    
 NF0017* NAVD 88     -       285.483  (meters)     936.62   (feet)  ADJUSTED  
 NF0017  ___________________________________________________________________
 NF0017  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0017  DYNAMIC HT  -         285.402 (meters)     936.36  (feet)  COMP
 NF0017  MODELED GRAV-     980,328.9   (mgal)                       NAVD 88
 NF0017
 NF0017  VERT ORDER  -  SECOND    CLASS 0
 NF0017
 NF0017.The horizontal coordinates were scaled from a topographic map and have
 NF0017.an estimated accuracy of +/- 6 seconds.
 NF0017
 NF0017.The orthometric height was determined by differential leveling
 NF0017.and adjusted by the National Geodetic Survey in June 1991..
 NF0017
 NF0017.The geoid height was determined by GEOID03.
 NF0017
 NF0017.The dynamic height is computed by dividing the NAVD 88
 NF0017.geopotential number by the normal gravity value computed on the
 NF0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0017.degrees latitude (g = 980.6199 gals.).
 NF0017
 NF0017.The modeled gravity was interpolated from observed gravity values.
 NF0017
 NF0017;                    North         East    Units  Estimated Accuracy
 NF0017;SPC MI S     -   122,310.    4,009,000.      MT  (+/- 180 meters Scaled)
 NF0017
 NF0017                          SUPERSEDED SURVEY CONTROL
 NF0017
 NF0017  NGVD 29 (??/??/92)  285.613  (m)          937.05   (f) ADJ UNCH    2 0
 NF0017
 NF0017.Superseded values are not recommended for survey control.
 NF0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0017.See file dsdata.txt to determine how the superseded data were derived.
 NF0017
 NF0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN250201(NAD 83)
 NF0017_MARKER: DB = BENCH MARK DISK
 NF0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0017_STAMPING: F 104 1934
 NF0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0017+STABILITY: SURFACE MOTION
 NF0017
 NF0017  HISTORY     - Date     Condition        Report By
 NF0017  HISTORY     - 1934     MONUMENTED       CGS
 NF0017  HISTORY     - 1977     POOR             NGS
 NF0017  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0017
 NF0017                          STATION DESCRIPTION
 NF0017
 NF0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0017'12.6 MI E FROM MASON.
 NF0017'12.6 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE
 NF0017'AT MASON, INGHAM COUNTY, 265 YARDS EAST OF A CROSSROAD, 30
 NF0017'YARDS WEST OF A DRIVEWAY LEADING TO THE JACOB DORN FARMHOUSE,
 NF0017'26 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 8.3 FEET NORTH
 NF0017'OF THE NORTHWEST CORNER OF THE WEST HEADWALL OF A CULVERT,
 NF0017'AND 3.2 FEET SOUTHWEST OF THE WEST END OF THE RIGHT-OF-WAY
 NF0017'FENCE.  A STANDARD DISK, STAMPED F 104 1934 AND SET IN THE
 NF0017'TOP OF A CONCRETE POST.
 NF0017
 NF0017                          STATION RECOVERY (1977)
 NF0017
 NF0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0017'12.5 MILES EAST ALONG COUNTY HIGHWAY 428 FROM THE COURTHOUSE AT
 NF0017'MASON, INGHAM COUNTY, 265 YARDS EAST OF A CROSSROAD, 30 YARDS WEST OF
 NF0017'A DRIVEWAY LEADING TO THE JACOB DORN FARMHOUSE, 26 FEET NORTH OF THE
 NF0017'CENTERLINE OF THE
 NF0017
 NF0017                          STATION RECOVERY (2003)
 NF0017
 NF0017'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0732 ***********************************************************************
 NE0732  DESIGNATION -  F 106
 NE0732  PID         -  NE0732
 NE0732  STATE/COUNTY-  MI/LIVINGSTON
 NE0732  USGS QUAD   -  SOUTH LYON (1983)
 NE0732
 NE0732                         *CURRENT SURVEY CONTROL
 NE0732  ___________________________________________________________________
 NE0732* NAD 83(1986)-  42 27 06.     (N)    083 41 50.     (W)     SCALED    
 NE0732* NAVD 88     -       271.304  (meters)     890.10   (feet)  ADJUSTED  
 NE0732  ___________________________________________________________________
 NE0732  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NE0732  DYNAMIC HT  -         271.226 (meters)     889.85  (feet)  COMP
 NE0732  MODELED GRAV-     980,327.6   (mgal)                       NAVD 88
 NE0732
 NE0732  VERT ORDER  -  SECOND    CLASS 0
 NE0732
 NE0732.The horizontal coordinates were scaled from a topographic map and have
 NE0732.an estimated accuracy of +/- 6 seconds.
 NE0732
 NE0732.The orthometric height was determined by differential leveling
 NE0732.and adjusted by the National Geodetic Survey in June 1991..
 NE0732
 NE0732.The geoid height was determined by GEOID03.
 NE0732
 NE0732.The dynamic height is computed by dividing the NAVD 88
 NE0732.geopotential number by the normal gravity value computed on the
 NE0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0732.degrees latitude (g = 980.6199 gals.).
 NE0732
 NE0732.The modeled gravity was interpolated from observed gravity values.
 NE0732
 NE0732;                    North         East    Units  Estimated Accuracy
 NE0732;SPC MI S     -   105,930.    4,055,070.      MT  (+/- 180 meters Scaled)
 NE0732
 NE0732                          SUPERSEDED SURVEY CONTROL
 NE0732
 NE0732  NGVD 29 (??/??/92)  271.427  (m)          890.51   (f) ADJ UNCH    2 0
 NE0732
 NE0732.Superseded values are not recommended for survey control.
 NE0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0732.See file dsdata.txt to determine how the superseded data were derived.
 NE0732
 NE0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH782034(NAD 83)
 NE0732_MARKER: DB = BENCH MARK DISK
 NE0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0732_STAMPING: F 106 1934
 NE0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0732+STABILITY: SURFACE MOTION
 NE0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0732+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004
 NE0732
 NE0732  HISTORY     - Date     Condition        Report By
 NE0732  HISTORY     - 1934     MONUMENTED       CGS
 NE0732  HISTORY     - 1973     GOOD             LOCSUR
 NE0732  HISTORY     - 19990302 GOOD             USPSQD
 NE0732  HISTORY     - 20041222 GOOD             ADVGEO
 NE0732
 NE0732                          STATION DESCRIPTION
 NE0732
 NE0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0732'3 MI W FROM SOUTH LYON.
 NE0732'IN LIVINGSTON COUNTY, 3.0 MILES WEST ALONG THE GRAND TRUNK
 NE0732'WESTERN RAILWAY FROM THE STATION AT SOUTH LYON, OAKLAND COUNTY,
 NE0732'100 YARDS WEST OF THE WEST END OF THE POST OFFICE AT RUSHTON,
 NE0732'LIVINGSTON COUNTY, 0.1 MILE EAST OF MILEPOST 62, 130 YARDS
 NE0732'WEST OF THE WEST ABUTMENT OF BRIDGE 61.71, 10 FEET SOUTH OF THE
 NE0732'SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 NE0732'A STANDARD DISK, STAMPED F 106 1934 AND SET IN THE TOP OF A
 NE0732'CONCRETE POST.
 NE0732
 NE0732                          STATION RECOVERY (1973)
 NE0732
 NE0732'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 NE0732'RECOVERED IN GOOD CONDITION.
 NE0732
 NE0732                          STATION RECOVERY (1999)
 NE0732
 NE0732'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0732'RECOVERED IN GOOD CONDITION.
 NE0732
 NE0732                          STATION RECOVERY (2004)
 NE0732
 NE0732'RECOVERY NOTE BY ADVANCED GEOMATICS 2004
 NE0732'STATION FOUND IN SW CORNER OF GREENOCK MILLS, 10470 RUSHTON RD.  RAILS
 NE0732'HAVE BEEN REMOVED.  APPROX. 3 FEET NE OF OLD WOOD POST AND 250 FEET W
 NE0732'OF RUSHTON ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0400 ***********************************************************************
 NE0400  DESIGNATION -  F 107
 NE0400  PID         -  NE0400
 NE0400  STATE/COUNTY-  MI/MACOMB
 NE0400  USGS QUAD   -  UTICA (1983)
 NE0400
 NE0400                         *CURRENT SURVEY CONTROL
 NE0400  ___________________________________________________________________
 NE0400* NAD 83(1986)-  42 41 51.     (N)    083 04 09.     (W)     SCALED    
 NE0400* NAVD 88     -       226.413  (meters)     742.82   (feet)  ADJUSTED  
 NE0400  ___________________________________________________________________
 NE0400  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 NE0400  DYNAMIC HT  -         226.346 (meters)     742.60  (feet)  COMP
 NE0400  MODELED GRAV-     980,321.0   (mgal)                       NAVD 88
 NE0400
 NE0400  VERT ORDER  -  SECOND    CLASS 0
 NE0400
 NE0400.The horizontal coordinates were scaled from a topographic map and have
 NE0400.an estimated accuracy of +/- 6 seconds.
 NE0400
 NE0400.The orthometric height was determined by differential leveling
 NE0400.and adjusted by the National Geodetic Survey in June 1991..
 NE0400
 NE0400.The geoid height was determined by GEOID03.
 NE0400
 NE0400.The dynamic height is computed by dividing the NAVD 88
 NE0400.geopotential number by the normal gravity value computed on the
 NE0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0400.degrees latitude (g = 980.6199 gals.).
 NE0400
 NE0400.The modeled gravity was interpolated from observed gravity values.
 NE0400
 NE0400;                    North         East    Units  Estimated Accuracy
 NE0400;SPC MI S     -   133,830.    4,106,300.      MT  (+/- 180 meters Scaled)
 NE0400
 NE0400                          SUPERSEDED SURVEY CONTROL
 NE0400
 NE0400  NGVD 29 (??/??/92)  226.553  (m)          743.28   (f) ADJ UNCH    2 0
 NE0400
 NE0400.Superseded values are not recommended for survey control.
 NE0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0400.See file dsdata.txt to determine how the superseded data were derived.
 NE0400
 NE0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH305292(NAD 83)
 NE0400_MARKER: DB = BENCH MARK DISK
 NE0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0400_STAMPING: F 107 1934
 NE0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0400+STABILITY: SURFACE MOTION
 NE0400
 NE0400  HISTORY     - Date     Condition        Report By
 NE0400  HISTORY     - 1934     MONUMENTED       CGS
 NE0400  HISTORY     - 1940     GOOD             NGS
 NE0400  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 NE0400
 NE0400                          STATION DESCRIPTION
 NE0400
 NE0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0400'2.2 MI SW FROM WASHINGTON.
 NE0400'2.2 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0400'THE STATION AT WASHINGTON, MACOMB COUNTY, AT THE CROSSING OF
 NE0400'STATE HIGHWAY 436, 43 FEET SOUTH OF THE CROSSING OF THE CENTERLINE
 NE0400'OF THE HIGHWAY AND THE EAST RAIL, 42.5 FEET SOUTHWEST OF A
 NE0400'POWER-TRANSMISSION LINE POLE, 13.8 FEET EAST OF THE EAST RAIL,
 NE0400'3 FEET NORTH OF A FENCE, AND ABOUT 6 INCHES LOWER THAN THE TOP
 NE0400'OF THE RAIL.  A STANDARD DISK, STAMPED F 107 1934 AND SET IN THE
 NE0400'TOP OF A CONCRETE POST.
 NE0400
 NE0400                          STATION RECOVERY (1999)
 NE0400
 NE0400'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0400'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0662 ***********************************************************************
 NE0662  DESIGNATION -  F 108
 NE0662  PID         -  NE0662
 NE0662  STATE/COUNTY-  MI/WASHTENAW
 NE0662  USGS QUAD   -  YPSILANTI WEST (1983)
 NE0662
 NE0662                         *CURRENT SURVEY CONTROL
 NE0662  ___________________________________________________________________
 NE0662* NAD 83(1986)-  42 09 36.     (N)    083 42 36.     (W)     SCALED    
 NE0662* NAVD 88     -       252.874  (meters)     829.64   (feet)  ADJUSTED  
 NE0662  ___________________________________________________________________
 NE0662  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NE0662  DYNAMIC HT  -         252.790 (meters)     829.36  (feet)  COMP
 NE0662  MODELED GRAV-     980,283.6   (mgal)                       NAVD 88
 NE0662
 NE0662  VERT ORDER  -  SECOND    CLASS 0
 NE0662
 NE0662.The horizontal coordinates were scaled from a topographic map and have
 NE0662.an estimated accuracy of +/- 6 seconds.
 NE0662
 NE0662.The orthometric height was determined by differential leveling
 NE0662.and adjusted by the National Geodetic Survey in June 1991..
 NE0662
 NE0662.The geoid height was determined by GEOID03.
 NE0662
 NE0662.The dynamic height is computed by dividing the NAVD 88
 NE0662.geopotential number by the normal gravity value computed on the
 NE0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0662.degrees latitude (g = 980.6199 gals.).
 NE0662
 NE0662.The modeled gravity was interpolated from observed gravity values.
 NE0662
 NE0662;                    North         East    Units  Estimated Accuracy
 NE0662;SPC MI S     -    73,520.    4,054,270.      MT  (+/- 180 meters Scaled)
 NE0662
 NE0662                          SUPERSEDED SURVEY CONTROL
 NE0662
 NE0662  NGVD 29 (??/??/92)  252.994  (m)          830.03   (f) ADJ UNCH    2 0
 NE0662
 NE0662.Superseded values are not recommended for survey control.
 NE0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0662.See file dsdata.txt to determine how the superseded data were derived.
 NE0662
 NE0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG761710(NAD 83)
 NE0662_MARKER: DB = BENCH MARK DISK
 NE0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0662_STAMPING: F 108 1934
 NE0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0662+STABILITY: SURFACE MOTION
 NE0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0662+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 NE0662
 NE0662  HISTORY     - Date     Condition        Report By
 NE0662  HISTORY     - 1934     MONUMENTED       CGS
 NE0662  HISTORY     - 1941     GOOD             NGS
 NE0662  HISTORY     - 20050521 GOOD             USPSQD
 NE0662  HISTORY     - 20060524 GOOD             MANNIK
 NE0662
 NE0662                          STATION DESCRIPTION
 NE0662
 NE0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0662'AT URANIA.
 NE0662'AT URANIA, WASHTENAW COUNTY, ON THE ANN ARBOR RAILROAD, 175
 NE0662'YARDS NORTHWEST OF THE NORTHWEST SIDE OF AN ABANDONED GRAIN
 NE0662'ELEVATOR, 40.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.8 FEET
 NE0662'NORTHWEST OF A WIRE FENCE, AND ABOUT LEVEL WITH THE TOP OF THE
 NE0662'RAIL.  A STANDARD DISK, STAMPED F 108 1934 AND SET IN THE TOP OF
 NE0662'A CONCRETE POST.
 NE0662
 NE0662                          STATION RECOVERY (2005)
 NE0662
 NE0662'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 NE0662'RECOVERED IN GOOD CONDITION.
 NE0662
 NE0662                          STATION RECOVERY (2006)
 NE0662
 NE0662'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (LWB)
 NE0662'MONUMENT NOT SUITABLE FOR GPS OBSERVATION DUE TO VEGETATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0151 ***********************************************************************
 NF0151  DESIGNATION -  F 109
 NF0151  PID         -  NF0151
 NF0151  STATE/COUNTY-  MI/JACKSON
 NF0151  USGS QUAD   -  MICHIGAN CENTER (1971)
 NF0151
 NF0151                         *CURRENT SURVEY CONTROL
 NF0151  ___________________________________________________________________
 NF0151* NAD 83(1986)-  42 09 37.     (N)    084 21 10.     (W)     SCALED    
 NF0151* NAVD 88     -       298.344  (meters)     978.82   (feet)  ADJUSTED  
 NF0151  ___________________________________________________________________
 NF0151  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NF0151  DYNAMIC HT  -         298.233 (meters)     978.45  (feet)  COMP
 NF0151  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 NF0151
 NF0151  VERT ORDER  -  SECOND    CLASS 0
 NF0151
 NF0151.The horizontal coordinates were scaled from a topographic map and have
 NF0151.an estimated accuracy of +/- 6 seconds.
 NF0151
 NF0151.The orthometric height was determined by differential leveling
 NF0151.and adjusted by the National Geodetic Survey in June 1991..
 NF0151
 NF0151.The geoid height was determined by GEOID03.
 NF0151
 NF0151.The dynamic height is computed by dividing the NAVD 88
 NF0151.geopotential number by the normal gravity value computed on the
 NF0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0151.degrees latitude (g = 980.6199 gals.).
 NF0151
 NF0151.The modeled gravity was interpolated from observed gravity values.
 NF0151
 NF0151;                    North         East    Units  Estimated Accuracy
 NF0151;SPC MI S     -    73,340.    4,001,150.      MT  (+/- 180 meters Scaled)
 NF0151
 NF0151                          SUPERSEDED SURVEY CONTROL
 NF0151
 NF0151  NGVD 29 (??/??/92)  298.461  (m)          979.20   (f) ADJ UNCH    2 0
 NF0151
 NF0151.Superseded values are not recommended for survey control.
 NF0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0151.See file dsdata.txt to determine how the superseded data were derived.
 NF0151
 NF0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM186709(NAD 83)
 NF0151_MARKER: DB = BENCH MARK DISK
 NF0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0151_STAMPING: F 109 1934
 NF0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0151+STABILITY: SURFACE MOTION
 NF0151
 NF0151  HISTORY     - Date     Condition        Report By
 NF0151  HISTORY     - 1934     MONUMENTED       CGS
 NF0151  HISTORY     - 20010530 MARK NOT FOUND   ADVANC
 NF0151
 NF0151                          STATION DESCRIPTION
 NF0151
 NF0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0151'2.7 MI N FROM CLARKLAKE.
 NF0151'2.7 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0151'THE STATION AT CLARKLAKE, JACKSON COUNTY, 0.2 MILE NORTHWEST
 NF0151'OF A LARGE RED-AND-GREEN BARN, 102 FEET SOUTHWEST OF THE WEST
 NF0151'RAIL AT THE CROSSING OF THE CENTERLINE OF A DIRT ROAD, 16.2
 NF0151'FEET WEST OF THE WEST RAIL, 14.1 FEET EAST OF THE WIRE FENCE,
 NF0151'AND FOUR (4) INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 NF0151'STAMPED F 109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0151
 NF0151                          STATION RECOVERY (2001)
 NF0151
 NF0151'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0219 ***********************************************************************
 NF0219  DESIGNATION -  F 11
 NF0219  PID         -  NF0219
 NF0219  STATE/COUNTY-  MI/JACKSON
 NF0219  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0219
 NF0219                         *CURRENT SURVEY CONTROL
 NF0219  ___________________________________________________________________
 NF0219* NAD 83(1986)-  42 14 11.     (N)    084 41 44.     (W)     SCALED    
 NF0219* NAVD 88     -       292.902  (meters)     960.96   (feet)  ADJUSTED  
 NF0219  ___________________________________________________________________
 NF0219  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 NF0219  DYNAMIC HT  -         292.799 (meters)     960.62  (feet)  COMP
 NF0219  MODELED GRAV-     980,260.5   (mgal)                       NAVD 88
 NF0219
 NF0219  VERT ORDER  -  FIRST     CLASS II
 NF0219
 NF0219.The horizontal coordinates were scaled from a topographic map and have
 NF0219.an estimated accuracy of +/- 6 seconds.
 NF0219
 NF0219.The orthometric height was determined by differential leveling
 NF0219.and adjusted by the National Geodetic Survey in June 1991..
 NF0219
 NF0219.The geoid height was determined by GEOID03.
 NF0219
 NF0219.The dynamic height is computed by dividing the NAVD 88
 NF0219.geopotential number by the normal gravity value computed on the
 NF0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0219.degrees latitude (g = 980.6199 gals.).
 NF0219
 NF0219.The modeled gravity was interpolated from observed gravity values.
 NF0219
 NF0219;                    North         East    Units  Estimated Accuracy
 NF0219;SPC MI S     -    81,850.    3,972,850.      MT  (+/- 180 meters Scaled)
 NF0219
 NF0219                          SUPERSEDED SURVEY CONTROL
 NF0219
 NF0219  NGVD 29 (??/??/92)  293.027  (m)          961.37   (f) ADJ UNCH    1 2
 NF0219
 NF0219.Superseded values are not recommended for survey control.
 NF0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0219.See file dsdata.txt to determine how the superseded data were derived.
 NF0219
 NF0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM901785(NAD 83)
 NF0219_MARKER: DB = BENCH MARK DISK
 NF0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0219_SP_SET: CONCRETE POST
 NF0219_STAMPING: F 11 1916 ELEV. 961.373 FT.
 NF0219_MARK LOGO: CGS   
 NF0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0219+STABILITY: SURFACE MOTION
 NF0219
 NF0219  HISTORY     - Date     Condition        Report By
 NF0219  HISTORY     - 1916     MONUMENTED       CGS
 NF0219  HISTORY     - 1938     GOOD             NGS
 NF0219  HISTORY     - 1985     GOOD             NGS
 NF0219  HISTORY     - 1987     GOOD             USPSQD
 NF0219  HISTORY     - 19971006 GOOD             USPSQD
 NF0219
 NF0219                          STATION DESCRIPTION
 NF0219
 NF0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NF0219'3.5 MI E FROM ALBION.
 NF0219'IN JACKSON COUNTY, 3.5 MILES EAST ALONG THE MICHIGAN CENTRAL
 NF0219'RAILROAD FROM THE STATION AT ALBION, CALHOUN COUNTY, 9-1/6
 NF0219'RAILS NORTHWEST OF THE CENTER OF THE BATH MILLS ROAD CROSSING,
 NF0219'31.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND AT THE FENCE
 NF0219'JUST WEST OF A 16-FOOT IRON GATE.  A STANDARD DISK, STAMPED
 NF0219'ELEV 961.373 FT F 11 1916 AND SET IN THE TOP OF A CONCRETE
 NF0219'POST PROJECTING 7 INCHES ABOVE GROUND.
 NF0219
 NF0219                          STATION RECOVERY (1985)
 NF0219
 NF0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0219'RECOVERED IN GOOD CONDITION.  ADD--0.6 M (2.0 FT) SOUTH OF A WITNESS
 NF0219'POST.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 NF0219
 NF0219                          STATION RECOVERY (1987)
 NF0219
 NF0219'RECOVERY NOTE BY US POWER SQUADRON 1987 (PSW)
 NF0219'RECOVERED IN GOOD CONDITION.
 NF0219
 NF0219                          STATION RECOVERY (1997)
 NF0219
 NF0219'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0149 ***********************************************************************
 OK0149  DESIGNATION -  F 110
 OK0149  PID         -  OK0149
 OK0149  STATE/COUNTY-  MI/CLINTON
 OK0149  USGS QUAD   -  HUBBARDSTON (1967)
 OK0149
 OK0149                         *CURRENT SURVEY CONTROL
 OK0149  ___________________________________________________________________
 OK0149* NAD 83(1986)-  43 00 09.     (N)    084 46 36.     (W)     SCALED    
 OK0149* NAVD 88     -       231.806  (meters)     760.52   (feet)  ADJUSTED  
 OK0149  ___________________________________________________________________
 OK0149  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 OK0149  DYNAMIC HT  -         231.751 (meters)     760.34  (feet)  COMP
 OK0149  MODELED GRAV-     980,378.7   (mgal)                       NAVD 88
 OK0149
 OK0149  VERT ORDER  -  SECOND    CLASS 0
 OK0149
 OK0149.The horizontal coordinates were scaled from a topographic map and have
 OK0149.an estimated accuracy of +/- 6 seconds.
 OK0149
 OK0149.The orthometric height was determined by differential leveling
 OK0149.and adjusted by the National Geodetic Survey in June 1991..
 OK0149
 OK0149.The geoid height was determined by GEOID03.
 OK0149
 OK0149.The dynamic height is computed by dividing the NAVD 88
 OK0149.geopotential number by the normal gravity value computed on the
 OK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0149.degrees latitude (g = 980.6199 gals.).
 OK0149
 OK0149.The modeled gravity was interpolated from observed gravity values.
 OK0149
 OK0149;                    North         East    Units  Estimated Accuracy
 OK0149;SPC MI S     -   166,980.    3,966,570.      MT  (+/- 180 meters Scaled)
 OK0149
 OK0149                          SUPERSEDED SURVEY CONTROL
 OK0149
 OK0149  NGVD 29 (??/??/92)  231.944  (m)          760.97   (f) ADJ UNCH    2 0
 OK0149
 OK0149.Superseded values are not recommended for survey control.
 OK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0149.See file dsdata.txt to determine how the superseded data were derived.
 OK0149
 OK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN812634(NAD 83)
 OK0149_MARKER: DB = BENCH MARK DISK
 OK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0149_STAMPING: F 110 1934
 OK0149_MARK LOGO: CGS   
 OK0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0149+STABILITY: SURFACE MOTION
 OK0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0149+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 OK0149
 OK0149  HISTORY     - Date     Condition        Report By
 OK0149  HISTORY     - 1934     MONUMENTED       CGS
 OK0149  HISTORY     - 19940902 GOOD             LOCENG
 OK0149  HISTORY     - 20040301 GOOD             ROWEIN
 OK0149
 OK0149                          STATION DESCRIPTION
 OK0149
 OK0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0149'1.8 MI W FROM FOWLER.
 OK0149'1.8 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 OK0149'STATION AT FOWLER, CLINTON COUNTY, 75 YARDS NORTH OF STATE
 OK0149'HIGHWAY 21, 23 FEET WEST OF THE CENTERLINE OF A ROAD LEADING TO
 OK0149'A FARMHOUSE 50 YARDS NORTHEAST, 45 FEET SOUTH OF THE SOUTH RAIL,
 OK0149'2.1 FEET WEST OF A FENCE, AND LEVEL WITH THE TOP OF THE RAIL.
 OK0149'A STANDARD DISK, STAMPED F 110 1934 AND SET IN THE TOP OF A
 OK0149'CONCRETE POST.
 OK0149
 OK0149                          STATION RECOVERY (1994)
 OK0149
 OK0149'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (ASP)
 OK0149'FOUND MARKER 44.0 FT (13.4 M) SOUTH OF SOUTH RAIL, 24.0 FT (7.3 M)
 OK0149'WEST OF DRIVEWAY TO FARMHOUSE, 14.0 FT (4.3 M) WEST OF OLD FENCE POST,
 OK0149'AND MARKER ABOUT 3 INCHES ABOVE THE GROUND.
 OK0149
 OK0149                          STATION RECOVERY (2004)
 OK0149
 OK0149'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RLS)
 OK0149'RAILS ARE NOW GONE.  FARM HOUSE NUMBER IS 12850.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0585 ***********************************************************************
 MD0585  DESIGNATION -  F 112
 MD0585  PID         -  MD0585
 MD0585  STATE/COUNTY-  MI/HILLSDALE
 MD0585  USGS QUAD   -  READING (1977)
 MD0585
 MD0585                         *CURRENT SURVEY CONTROL
 MD0585  ___________________________________________________________________
 MD0585* NAD 83(1986)-  41 52 06.     (N)    084 42 23.     (W)     SCALED    
 MD0585* NAVD 88     -       345.140  (meters)    1132.35   (feet)  ADJUSTED  
 MD0585  ___________________________________________________________________
 MD0585  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 MD0585  DYNAMIC HT  -         345.007 (meters)    1131.91  (feet)  COMP
 MD0585  MODELED GRAV-     980,227.0   (mgal)                       NAVD 88
 MD0585
 MD0585  VERT ORDER  -  SECOND    CLASS 0
 MD0585
 MD0585.The horizontal coordinates were scaled from a topographic map and have
 MD0585.an estimated accuracy of +/- 6 seconds.
 MD0585
 MD0585.The orthometric height was determined by differential leveling
 MD0585.and adjusted by the National Geodetic Survey in June 1991..
 MD0585
 MD0585.The geoid height was determined by GEOID03.
 MD0585
 MD0585.The dynamic height is computed by dividing the NAVD 88
 MD0585.geopotential number by the normal gravity value computed on the
 MD0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0585.degrees latitude (g = 980.6199 gals.).
 MD0585
 MD0585.The modeled gravity was interpolated from observed gravity values.
 MD0585
 MD0585;                    North         East    Units  Estimated Accuracy
 MD0585;SPC MI S     -    40,970.    3,971,790.      MT  (+/- 180 meters Scaled)
 MD0585
 MD0585                          SUPERSEDED SURVEY CONTROL
 MD0585
 MD0585  NGVD 29 (??/??/92)  345.246  (m)         1132.69   (f) ADJ UNCH    2 0
 MD0585
 MD0585.Superseded values are not recommended for survey control.
 MD0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0585.See file dsdata.txt to determine how the superseded data were derived.
 MD0585
 MD0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM903377(NAD 83)
 MD0585_MARKER: DB = BENCH MARK DISK
 MD0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0585_STAMPING: F 112 1934
 MD0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0585+STABILITY: SURFACE MOTION
 MD0585
 MD0585  HISTORY     - Date     Condition        Report By
 MD0585  HISTORY     - 1934     MONUMENTED       CGS
 MD0585  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0585
 MD0585                          STATION DESCRIPTION
 MD0585
 MD0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0585'2 MI S FROM BANKERS.
 MD0585'2.0 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0585'STATION AT BANKERS, HILLSDALE COUNTY, ABOUT 475 YARDS NORTH OF
 MD0585'MILEPOST 63, 26 YARDS SOUTHWEST OF THE CROSSING OF THE CENTERLINE
 MD0585'OF A WAGON ROAD AND THE WEST RAIL, 18 YARDS WEST OF THE WEST
 MD0585'RAIL, AND 8.5 FEET NORTH OF THE NORTHEAST CORNER OF A FENCE.  A
 MD0585'STANDARD DISK, STAMPED F 112 1934 AND SET IN THE TOP OF A
 MD0585'CONCRETE POST.
 MD0585
 MD0585                          STATION RECOVERY (1988)
 MD0585
 MD0585'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0585'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0564 ***********************************************************************
 MD0564  DESIGNATION -  F 113
 MD0564  PID         -  MD0564
 MD0564  STATE/COUNTY-  MI/BRANCH
 MD0564  USGS QUAD   -  COLDWATER EAST (1960)
 MD0564
 MD0564                         *CURRENT SURVEY CONTROL
 MD0564  ___________________________________________________________________
 MD0564* NAD 83(1986)-  41 56 00.     (N)    084 57 25.     (W)     SCALED    
 MD0564* NAVD 88     -       301.151  (meters)     988.03   (feet)  ADJUSTED  
 MD0564  ___________________________________________________________________
 MD0564  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 MD0564  DYNAMIC HT  -         301.042 (meters)     987.67  (feet)  COMP
 MD0564  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 MD0564
 MD0564  VERT ORDER  -  SECOND    CLASS 0
 MD0564
 MD0564.The horizontal coordinates were scaled from a topographic map and have
 MD0564.an estimated accuracy of +/- 6 seconds.
 MD0564
 MD0564.The orthometric height was determined by differential leveling
 MD0564.and adjusted by the National Geodetic Survey in June 1991..
 MD0564
 MD0564.The geoid height was determined by GEOID03.
 MD0564
 MD0564.The dynamic height is computed by dividing the NAVD 88
 MD0564.geopotential number by the normal gravity value computed on the
 MD0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0564.degrees latitude (g = 980.6199 gals.).
 MD0564
 MD0564.The modeled gravity was interpolated from observed gravity values.
 MD0564
 MD0564;                    North         East    Units  Estimated Accuracy
 MD0564;SPC MI S     -    48,310.    3,951,040.      MT  (+/- 180 meters Scaled)
 MD0564
 MD0564                          SUPERSEDED SURVEY CONTROL
 MD0564
 MD0564  NGVD 29 (??/??/92)  301.278  (m)          988.44   (f) ADJ UNCH    2 0
 MD0564
 MD0564.Superseded values are not recommended for survey control.
 MD0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0564.See file dsdata.txt to determine how the superseded data were derived.
 MD0564
 MD0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM693443(NAD 83)
 MD0564_MARKER: DB = BENCH MARK DISK
 MD0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0564_STAMPING: F 113 1934
 MD0564_MARK LOGO: CGS   
 MD0564_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0564+STABILITY: SURFACE MOTION
 MD0564
 MD0564  HISTORY     - Date     Condition        Report By
 MD0564  HISTORY     - 1934     MONUMENTED       CGS
 MD0564  HISTORY     - 19931221 GOOD             LOCENG
 MD0564
 MD0564                          STATION DESCRIPTION
 MD0564
 MD0564'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0564'2.4 MI E FROM COLDWATER.
 MD0564'2.4 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0564'STATION AT COLDWATER, BRANCH COUNTY, ABOUT 235 YARDS WEST OF
 MD0564'MILEPOST C 158, AT A PRIVATE-ROAD CROSSING, 17 YARDS NORTHEAST
 MD0564'OF THE CROSSING OF THE CENTERLINE OF THE PRIVATE ROAD AND THE
 MD0564'NORTH RAIL, 13 YARDS NORTH OF THE NORTH RAIL, AND ABOUT 1 FOOT
 MD0564'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 113
 MD0564'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0564
 MD0564                          STATION RECOVERY (1993)
 MD0564
 MD0564'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (WLO)
 MD0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0319 ***********************************************************************
 NF0319  DESIGNATION -  F 115 RESET 1948
 NF0319  PID         -  NF0319
 NF0319  STATE/COUNTY-  MI/IONIA
 NF0319  USGS QUAD   -  LAKE ODESSA (1978)
 NF0319
 NF0319                         *CURRENT SURVEY CONTROL
 NF0319  ___________________________________________________________________
 NF0319* NAD 83(1986)-  42 49 16.     (N)    085 12 45.     (W)     SCALED    
 NF0319* NAVD 88     -       256.006  (meters)     839.91   (feet)  ADJUSTED  
 NF0319  ___________________________________________________________________
 NF0319  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NF0319  DYNAMIC HT  -         255.932 (meters)     839.67  (feet)  COMP
 NF0319  MODELED GRAV-     980,325.2   (mgal)                       NAVD 88
 NF0319
 NF0319  VERT ORDER  -  SECOND    CLASS 0
 NF0319
 NF0319.The horizontal coordinates were scaled from a topographic map and have
 NF0319.an estimated accuracy of +/- 6 seconds.
 NF0319
 NF0319.The orthometric height was determined by differential leveling
 NF0319.and adjusted by the National Geodetic Survey in June 1991..
 NF0319
 NF0319.The geoid height was determined by GEOID03.
 NF0319
 NF0319.The dynamic height is computed by dividing the NAVD 88
 NF0319.geopotential number by the normal gravity value computed on the
 NF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0319.degrees latitude (g = 980.6199 gals.).
 NF0319
 NF0319.The modeled gravity was interpolated from observed gravity values.
 NF0319
 NF0319;                    North         East    Units  Estimated Accuracy
 NF0319;SPC MI S     -   147,090.    3,930,840.      MT  (+/- 180 meters Scaled)
 NF0319
 NF0319                          SUPERSEDED SURVEY CONTROL
 NF0319
 NF0319  NGVD 29 (??/??/92)  256.127  (m)          840.31   (f) ADJ UNCH    2 0
 NF0319
 NF0319.Superseded values are not recommended for survey control.
 NF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0319.See file dsdata.txt to determine how the superseded data were derived.
 NF0319
 NF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN461424(NAD 83)
 NF0319_MARKER: DB = BENCH MARK DISK
 NF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0319_STAMPING: F 115 1934 RESET 1948
 NF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0319+STABILITY: SURFACE MOTION
 NF0319
 NF0319  HISTORY     - Date     Condition        Report By
 NF0319  HISTORY     - 1948     MONUMENTED       CGS
 NF0319  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0319  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0319
 NF0319                          STATION DESCRIPTION
 NF0319
 NF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0319'1.8 MI SE FROM CLARKSVILLE.
 NF0319'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0319'THE STATION AT CLARKSVILLE, AT THE CROSSING OF ELM ROAD, 147
 NF0319'FEET SOUTH OF THE CENTER OF THE CROSSING, 28 FEET EAST OF THE
 NF0319'CENTER LINE OF ELM ROAD, 66 FEET SOUTH OF A FENCE CORNER, 8
 NF0319'FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH ELM TREE,
 NF0319'2 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 NF0319'WITNESS POST, 3 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP
 NF0319'OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0319
 NF0319                          STATION RECOVERY (1975)
 NF0319
 NF0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0319'MARK NOT FOUND.
 NF0319
 NF0319                          STATION RECOVERY (1985)
 NF0319
 NF0319'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0497 ***********************************************************************
 NE0497  DESIGNATION -  F 115 X
 NE0497  PID         -  NE0497
 NE0497  STATE/COUNTY-  MI/WAYNE
 NE0497  USGS QUAD   -  ROCKWOOD (1981)
 NE0497
 NE0497                         *CURRENT SURVEY CONTROL
 NE0497  ___________________________________________________________________
 NE0497* NAD 83(1986)-  42 04 14.     (N)    083 14 18.     (W)     SCALED    
 NE0497* NAVD 88     -       178.740  (meters)     586.42   (feet)  ADJUSTED  
 NE0497  ___________________________________________________________________
 NE0497  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 NE0497  DYNAMIC HT  -         178.680 (meters)     586.22  (feet)  COMP
 NE0497  MODELED GRAV-     980,281.6   (mgal)                       NAVD 88
 NE0497
 NE0497  VERT ORDER  -  FIRST     CLASS I
 NE0497
 NE0497.The horizontal coordinates were scaled from a topographic map and have
 NE0497.an estimated accuracy of +/- 6 seconds.
 NE0497
 NE0497.The orthometric height was determined by differential leveling
 NE0497.and adjusted by the National Geodetic Survey in June 1991..
 NE0497.WARNING-Repeat measurements at this control monument indicate possible
 NE0497.vertical movement.
 NE0497
 NE0497.The geoid height was determined by GEOID03.
 NE0497
 NE0497.The dynamic height is computed by dividing the NAVD 88
 NE0497.geopotential number by the normal gravity value computed on the
 NE0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0497.degrees latitude (g = 980.6199 gals.).
 NE0497
 NE0497.The modeled gravity was interpolated from observed gravity values.
 NE0497
 NE0497;                    North         East    Units  Estimated Accuracy
 NE0497;SPC MI S     -    64,000.    4,093,380.      MT  (+/- 180 meters Scaled)
 NE0497
 NE0497                          SUPERSEDED SURVEY CONTROL
 NE0497
 NE0497  NGVD 29 (??/??/92)  178.916  (m)          586.99   (f) ADJ UNCH    1 1
 NE0497
 NE0497.Superseded values are not recommended for survey control.
 NE0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0497.See file dsdata.txt to determine how the superseded data were derived.
 NE0497
 NE0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG148600(NAD 83)
 NE0497_MARKER: DB = BENCH MARK DISK
 NE0497_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0497_SP_SET: BRIDGE ABUTMENT
 NE0497_STAMPING: 586.836 F 115 X 1934
 NE0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0497
 NE0497  HISTORY     - Date     Condition        Report By
 NE0497  HISTORY     - 1934     MONUMENTED       CGS
 NE0497  HISTORY     - 1968     GOOD             NGS
 NE0497  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0497  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0497  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0497  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0497
 NE0497                          STATION DESCRIPTION
 NE0497
 NE0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0497'AT ROCKWOOD.
 NE0497'AT ROCKWOOD, ABOUT 0.3 MILE NORTHEAST ALONG THE PENN CENTRAL
 NE0497'RAILROAD FROM THE CROSSING OF HURON RIVER DRIVE, SET ON THE
 NE0497'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT
 NE0497'FOR A 20-FOOT STEEL BRIDGE OVER SILVER CREEK, 7.1 FEET SOUTHEAST
 NE0497'OF THE SOUTHEAST RAIL AND 2 FEET BELOW THE LEVEL OF THE TRACK.
 NE0497'SEC 10, T5 S, R 10 E
 NE0497
 NE0497                          STATION RECOVERY (1987)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0497'MARK NOT FOUND.
 NE0497
 NE0497                          STATION RECOVERY (1988)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0497'MARK NOT FOUND.
 NE0497
 NE0497                          STATION RECOVERY (1989)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0497'MARK NOT FOUND.
 NE0497
 NE0497                          STATION RECOVERY (1999)
 NE0497
 NE0497'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0358 ***********************************************************************
 NF0358  DESIGNATION -  F 116
 NF0358  PID         -  NF0358
 NF0358  STATE/COUNTY-  MI/BARRY
 NF0358  USGS QUAD   -  CLOVERDALE (1982)
 NF0358
 NF0358                         *CURRENT SURVEY CONTROL
 NF0358  ___________________________________________________________________
 NF0358* NAD 83(1986)-  42 32 27.     (N)    085 23 32.     (W)     SCALED    
 NF0358* NAVD 88     -       282.890  (meters)     928.11   (feet)  ADJUSTED  
 NF0358  ___________________________________________________________________
 NF0358  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF0358  DYNAMIC HT  -         282.803 (meters)     927.83  (feet)  COMP
 NF0358  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 NF0358
 NF0358  VERT ORDER  -  SECOND    CLASS 0
 NF0358
 NF0358.The horizontal coordinates were scaled from a topographic map and have
 NF0358.an estimated accuracy of +/- 6 seconds.
 NF0358
 NF0358.The orthometric height was determined by differential leveling
 NF0358.and adjusted by the National Geodetic Survey in June 1991..
 NF0358
 NF0358.The geoid height was determined by GEOID03.
 NF0358
 NF0358.The dynamic height is computed by dividing the NAVD 88
 NF0358.geopotential number by the normal gravity value computed on the
 NF0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0358.degrees latitude (g = 980.6199 gals.).
 NF0358
 NF0358.The modeled gravity was interpolated from observed gravity values.
 NF0358
 NF0358;                    North         East    Units  Estimated Accuracy
 NF0358;SPC MI S     -   116,130.    3,915,760.      MT  (+/- 180 meters Scaled)
 NF0358
 NF0358                          SUPERSEDED SURVEY CONTROL
 NF0358
 NF0358  NGVD 29 (??/??/92)  283.012  (m)          928.52   (f) ADJ UNCH    2 0
 NF0358
 NF0358.Superseded values are not recommended for survey control.
 NF0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0358.See file dsdata.txt to determine how the superseded data were derived.
 NF0358
 NF0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN320110(NAD 83)
 NF0358_MARKER: DB = BENCH MARK DISK
 NF0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0358_STAMPING: F 116 1934 928.446
 NF0358_MARK LOGO: CGS   
 NF0358_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0358+STABILITY: SURFACE MOTION
 NF0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0358+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1995
 NF0358
 NF0358  HISTORY     - Date     Condition        Report By
 NF0358  HISTORY     - 1934     MONUMENTED       CGS
 NF0358  HISTORY     - 1948     GOOD             NGS
 NF0358  HISTORY     - 19951125 GOOD             MI-015
 NF0358
 NF0358                          STATION DESCRIPTION
 NF0358
 NF0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0358'AT CLOVERDALE.
 NF0358'AT CLOVERDALE, ABOUT 0.1 MILE SOUTH ALONG STATE HIGHWAY 43 FROM
 NF0358'THE POST OFFICE, ABOUT 90 YARDS SOUTH OF THE SOUTHERN MOST OF
 NF0358'SEVERAL CONCRETE TILE CABINS, 77 FEET WEST OF THE CENTER LINE
 NF0358'OF THE HIGHWAY, 125 FEET NORTHEAST OF THE SHORE OF CLOVERDALE
 NF0358'LAKE, 62 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 NF0358'TENNIS COURT, 4.5 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 NF0358'4 1/2 BY 4 1/2 FOOT CONCRETE SLAB, 1.6 FEET NORTH OF THE
 NF0358'NORTHEAST EDGE OF AN UNUSED CONCRETE WALK, 73.5 FEET EAST OF A
 NF0358'28-INCH OAK TREE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0358'10 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0358'POST PROJECTING 3 INCHES.
 NF0358
 NF0358                          STATION RECOVERY (1995)
 NF0358
 NF0358'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0358'AT CLOVERDALE, ABOUT 0.1 MI (0.2 KM) SOUTH ALONG STATE HIGHWAY 43 FROM
 NF0358'THE POST OFFICE, ABOUT 90 YARDS SOUTH OF THE SOUTHERN MOST OF SEVERAL
 NF0358'CONCRETE TILE CABINS, 77 FT (23.5 M) WEST OF THE CENTERLINE OF THE
 NF0358'HIGHWAY, 125 FT (38.1 M) NORTHEAST OF THE SHORE OF CLOVERDALE LAKE, 62
 NF0358'FT (18.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE TENNIS
 NF0358'COURT, 4.5 FT (1.4 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 4.5 FT
 NF0358'(1.4 M) X 4.5 FT (1.4 M) CONCRETE SLAB, 1.6 FT (0.5 M) NORTH OF THE
 NF0358'NORTHEAST EDGE OF AN UNUSED CONCRETE WALK, 73.5 FT (22.4 M) EAST OF A
 NF0358'28 INCH OAK TREE, 1 FT (0.3 M) SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0358'10 FEET (3.0 M) BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0358'POST PROJECTING 3 INCHES. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION)
 NF0358'0.27 MI (0.43 KM) SOUTHWESTERLY ALONG M-43 FROM THE POST OFFICE IN
 NF0358'CLOVERDALE (AS RELOCATED IN 1983) , INSIDE THE HOPE TOWNSHIP PARK NEAR
 NF0358'THE SOUTHEAST CORNER OF THE PARK, 1.7 FT (0.5 M) NORTHWEST OF THE
 NF0358'NORTHWEST CORNER OF A 4.5 FT (1.4 M) SQUARE CONCRETE SLAB, 4.7 FT (1.4
 NF0358'M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 4.5 FT (1.4 M) SQUARE
 NF0358'CONCRETE SLAB, 30.5 FT (9.3 M) WEST OF THE CENTERLINE OF A PRIVATE
 NF0358'GRAVEL ROAD, 17 FT (5.2 M) NORTH OF AN EAST-WEST BOARD FENCE, 59 FT
 NF0358'(18.0 M) SOUTHEAST OF A 36 FT (11.0 M) X 76 FT (23.2 M) CONCRETE SLAB
 NF0358'(OLD TENNIS COURT) , 62 FT (18.9 M) SOUTHWEST OF THE 36 FT (11.0 M) X
 NF0358'76 FT (23.2 M) CONCRETE SLAB (OLD TENNIS COURT) , 0.5 FT (15.2 CM)
 NF0358'NORTH OF A CARSONITE WITNESS POST, CONCRETE TILE CABINS ARE NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0564 ***********************************************************************
 NF0564  DESIGNATION -  F 117
 NF0564  PID         -  NF0564
 NF0564  STATE/COUNTY-  MI/KALAMAZOO
 NF0564  USGS QUAD   -  SCHOOLCRAFT (1979)
 NF0564
 NF0564                         *CURRENT SURVEY CONTROL
 NF0564  ___________________________________________________________________
 NF0564* NAD 83(1986)-  42 05 34.     (N)    085 41 00.     (W)     SCALED    
 NF0564* NAVD 88     -       267.410  (meters)     877.33   (feet)  ADJUSTED  
 NF0564  ___________________________________________________________________
 NF0564  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF0564  DYNAMIC HT  -         267.322 (meters)     877.04  (feet)  COMP
 NF0564  MODELED GRAV-     980,285.5   (mgal)                       NAVD 88
 NF0564
 NF0564  VERT ORDER  -  SECOND    CLASS 0
 NF0564
 NF0564.The horizontal coordinates were scaled from a topographic map and have
 NF0564.an estimated accuracy of +/- 6 seconds.
 NF0564
 NF0564.The orthometric height was determined by differential leveling
 NF0564.and adjusted by the National Geodetic Survey in June 1991..
 NF0564
 NF0564.The geoid height was determined by GEOID03.
 NF0564
 NF0564.The dynamic height is computed by dividing the NAVD 88
 NF0564.geopotential number by the normal gravity value computed on the
 NF0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0564.degrees latitude (g = 980.6199 gals.).
 NF0564
 NF0564.The modeled gravity was interpolated from observed gravity values.
 NF0564
 NF0564;                    North         East    Units  Estimated Accuracy
 NF0564;SPC MI S     -    66,700.    3,891,080.      MT  (+/- 180 meters Scaled)
 NF0564
 NF0564                          SUPERSEDED SURVEY CONTROL
 NF0564
 NF0564  NGVD 29 (??/??/92)  267.547  (m)          877.78   (f) ADJ UNCH    2 0
 NF0564
 NF0564.Superseded values are not recommended for survey control.
 NF0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0564.See file dsdata.txt to determine how the superseded data were derived.
 NF0564
 NF0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM088609(NAD 83)
 NF0564_MARKER: DB = BENCH MARK DISK
 NF0564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0564_STAMPING: ELEV 877.777 FEET F 117 1934
 NF0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0564+STABILITY: SURFACE MOTION
 NF0564
 NF0564  HISTORY     - Date     Condition        Report By
 NF0564  HISTORY     - 1934     MONUMENTED       CGS
 NF0564  HISTORY     - 1940     GOOD             NGS
 NF0564  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0564  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0564  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0564
 NF0564                          STATION DESCRIPTION
 NF0564
 NF0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0564'2.7 MI W FROM SCHOOLCRAFT.
 NF0564'2.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0564'SCHOOLCRAFT, KALAMAZOO COUNTY, 200 YARDS WEST OF MILEPOST C
 NF0564'144-PH 191, 15 FEET SOUTHEAST OF THE SOUTH RAIL OF THE SOUTH
 NF0564'TRACK, 35 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD, 2 FEET
 NF0564'SOUTH OF THE NORTH HIGHWAY RIGHT-OF-WAY FENCE, AND LEVEL WITH THE
 NF0564'TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV 877.777 FEET
 NF0564'F 117 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0564'4 INCHES ABOVE GROUND.
 NF0564
 NF0564                          STATION RECOVERY (1965)
 NF0564
 NF0564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0564'MARK NOT FOUND.
 NF0564
 NF0564                          STATION RECOVERY (1983)
 NF0564
 NF0564'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0564'MARK NOT FOUND.
 NF0564
 NF0564                          STATION RECOVERY (1993)
 NF0564
 NF0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0564'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0834 ***********************************************************************
 ME0834  DESIGNATION -  F 118
 ME0834  PID         -  ME0834
 ME0834  STATE/COUNTY-  MI/BERRIEN
 ME0834  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME0834
 ME0834                         *CURRENT SURVEY CONTROL
 ME0834  ___________________________________________________________________
 ME0834* NAD 83(1986)-  41 52 13.     (N)    086 37 43.     (W)     SCALED    
 ME0834* NAVD 88     -       193.623  (meters)     635.24   (feet)  ADJUSTED  
 ME0834  ___________________________________________________________________
 ME0834  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 ME0834  DYNAMIC HT  -         193.554 (meters)     635.02  (feet)  COMP
 ME0834  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 ME0834
 ME0834  VERT ORDER  -  SECOND    CLASS 0
 ME0834
 ME0834.The horizontal coordinates were scaled from a topographic map and have
 ME0834.an estimated accuracy of +/- 6 seconds.
 ME0834
 ME0834.The orthometric height was determined by differential leveling
 ME0834.and adjusted by the National Geodetic Survey in June 1991..
 ME0834
 ME0834.The geoid height was determined by GEOID03.
 ME0834
 ME0834.The dynamic height is computed by dividing the NAVD 88
 ME0834.geopotential number by the normal gravity value computed on the
 ME0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0834.degrees latitude (g = 980.6199 gals.).
 ME0834
 ME0834.The modeled gravity was interpolated from observed gravity values.
 ME0834
 ME0834;                    North         East    Units  Estimated Accuracy
 ME0834;SPC MI S     -    43,650.    3,812,230.      MT  (+/- 180 meters Scaled)
 ME0834
 ME0834                          SUPERSEDED SURVEY CONTROL
 ME0834
 ME0834  NGVD 29 (??/??/92)  193.746  (m)          635.65   (f) ADJ UNCH    2 0
 ME0834
 ME0834.Superseded values are not recommended for survey control.
 ME0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0834.See file dsdata.txt to determine how the superseded data were derived.
 ME0834
 ME0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM308354(NAD 83)
 ME0834_MARKER: DB = BENCH MARK DISK
 ME0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0834_STAMPING: F 118 1934
 ME0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0834+STABILITY: SURFACE MOTION
 ME0834
 ME0834  HISTORY     - Date     Condition        Report By
 ME0834  HISTORY     - 1934     MONUMENTED       CGS
 ME0834  HISTORY     - 1969     MARK NOT FOUND   NGS
 ME0834
 ME0834                          STATION DESCRIPTION
 ME0834
 ME0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0834'2 MI SW FROM SAWYER.
 ME0834'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0834'THE PERE MARQUETTE RAILWAY, AT HARBERT, 6 RAILS SOUTHWEST OF THE
 ME0834'FLAG STOP SIGNAL TOWER AT HARBERT, 50 YARDS SOUTHWEST OF AN OLD
 ME0834'CONCRETE STORE BUILDING OF ALEXANDER N. KNAUTE, 17 YARDS NORTHWEST
 ME0834'OF THE NORTHWEST RAIL AT THE CENTER OF THE CROSSING OF A DIRT
 ME0834'ROAD, 9 YARDS SOUTHWEST OF THE CENTERLINE OF THE DIRT ROAD, 1
 ME0834'YARDS SOUTHEAST OF THE FENCE LINE ALONG THE EDGE OF AN APPLE
 ME0834'ORCHARD, A CONCRETE POST, 3 INCHES ABOVE THE GROUND.  A STANDARD
 ME0834'DISK, STAMPED F 118 1934.
 ME0834
 ME0834                          STATION RECOVERY (1969)
 ME0834
 ME0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 ME0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0017 ***********************************************************************
 MD0017  DESIGNATION -  F 119
 MD0017  PID         -  MD0017
 MD0017  STATE/COUNTY-  MI/HILLSDALE
 MD0017  USGS QUAD   -  ALVORDTON (1973)
 MD0017
 MD0017                         *CURRENT SURVEY CONTROL
 MD0017  ___________________________________________________________________
 MD0017* NAD 83(1986)-  41 42 19.     (N)    084 25 21.     (W)     SCALED    
 MD0017* NAVD 88     -       269.442  (meters)     883.99   (feet)  ADJUSTED  
 MD0017  ___________________________________________________________________
 MD0017  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 MD0017  DYNAMIC HT  -         269.340 (meters)     883.66  (feet)  COMP
 MD0017  MODELED GRAV-     980,234.6   (mgal)                       NAVD 88
 MD0017
 MD0017  VERT ORDER  -  SECOND    CLASS 0
 MD0017
 MD0017.The horizontal coordinates were scaled from a topographic map and have
 MD0017.an estimated accuracy of +/- 6 seconds.
 MD0017
 MD0017.The orthometric height was determined by differential leveling
 MD0017.and adjusted by the National Geodetic Survey in June 1991..
 MD0017
 MD0017.The geoid height was determined by GEOID03.
 MD0017
 MD0017.The dynamic height is computed by dividing the NAVD 88
 MD0017.geopotential number by the normal gravity value computed on the
 MD0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0017.degrees latitude (g = 980.6199 gals.).
 MD0017
 MD0017.The modeled gravity was interpolated from observed gravity values.
 MD0017
 MD0017;                    North         East    Units  Estimated Accuracy
 MD0017;SPC MI S     -    22,800.    3,995,350.      MT  (+/- 180 meters Scaled)
 MD0017
 MD0017                          SUPERSEDED SURVEY CONTROL
 MD0017
 MD0017  NGVD 29 (??/??/92)  269.579  (m)          884.44   (f) ADJ UNCH    2 0
 MD0017
 MD0017.Superseded values are not recommended for survey control.
 MD0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0017.See file dsdata.txt to determine how the superseded data were derived.
 MD0017
 MD0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM144202(NAD 83)
 MD0017_MARKER: DB = BENCH MARK DISK
 MD0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0017_STAMPING: F 119 1934
 MD0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0017+STABILITY: SURFACE MOTION
 MD0017
 MD0017  HISTORY     - Date     Condition        Report By
 MD0017  HISTORY     - 1934     MONUMENTED       CGS
 MD0017  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0017  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0017
 MD0017                          STATION DESCRIPTION
 MD0017
 MD0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0017'1.6 MI S FROM WALDRON.
 MD0017'1.6 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 MD0017'STATION AT WALDRON, HILLSDALE COUNTY, 39.4 FEET NORTH OF THE
 MD0017'MICHIGAN-OHIO CONCRETE BOUNDARY POST, 27.5 FEET NORTHEAST OF
 MD0017'THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF A GRAVEL ROAD,
 MD0017'21.8 FEET NORTH OF THE CENTERLINE OF THE ROAD, 11.1 FEET EAST
 MD0017'OF THE EAST RAIL, AND ABOUT 8 INCHES HIGHER THAN THE TRACK.
 MD0017'A STANDARD DISK, STAMPED F 119 1934 AND SET IN THE TOP OF A
 MD0017'CONCRETE POST.
 MD0017
 MD0017                          STATION RECOVERY (1988)
 MD0017
 MD0017'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0017'MARK NOT FOUND.
 MD0017
 MD0017                          STATION RECOVERY (2000)
 MD0017
 MD0017'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0104 ***********************************************************************
 QK0104  DESIGNATION -  F 12
 QK0104  PID         -  QK0104
 QK0104  STATE/COUNTY-  MI/CHEBOYGAN
 QK0104  USGS QUAD   -  INDIAN RIVER (1986)
 QK0104
 QK0104                         *CURRENT SURVEY CONTROL
 QK0104  ___________________________________________________________________
 QK0104* NAD 83(1986)-  45 29 05.     (N)    084 35 29.     (W)     SCALED    
 QK0104* NAVD 88     -       186.331  (meters)     611.32   (feet)  ADJUSTED  
 QK0104  ___________________________________________________________________
 QK0104  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 QK0104  DYNAMIC HT  -         186.329 (meters)     611.31  (feet)  COMP
 QK0104  MODELED GRAV-     980,601.5   (mgal)                       NAVD 88
 QK0104
 QK0104  VERT ORDER  -  FIRST     CLASS I
 QK0104
 QK0104.The horizontal coordinates were scaled from a topographic map and have
 QK0104.an estimated accuracy of +/- 6 seconds.
 QK0104
 QK0104.The orthometric height was determined by differential leveling
 QK0104.and adjusted by the National Geodetic Survey in June 1991..
 QK0104
 QK0104.The geoid height was determined by GEOID03.
 QK0104
 QK0104.The dynamic height is computed by dividing the NAVD 88
 QK0104.geopotential number by the normal gravity value computed on the
 QK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0104.degrees latitude (g = 980.6199 gals.).
 QK0104
 QK0104.The modeled gravity was interpolated from observed gravity values.
 QK0104
 QK0104;                    North         East    Units  Estimated Accuracy
 QK0104;SPC MI C     -   240,940.    5,982,430.      MT  (+/- 180 meters Scaled)
 QK0104
 QK0104                          SUPERSEDED SURVEY CONTROL
 QK0104
 QK0104  NGVD 29 (??/??/92)  186.348  (m)          611.38   (f) ADJ UNCH    1 1
 QK0104
 QK0104.Superseded values are not recommended for survey control.
 QK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0104.See file dsdata.txt to determine how the superseded data were derived.
 QK0104
 QK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR882396(NAD 83)
 QK0104_MARKER: DB = BENCH MARK DISK
 QK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0104+STABILITY: SURFACE MOTION
 QK0104
 QK0104  HISTORY     - Date     Condition        Report By
 QK0104  HISTORY     - 1916     MONUMENTED       CGS
 QK0104  HISTORY     - 1973     GOOD             USLS
 QK0104  HISTORY     - 20010331 GOOD             NGS
 QK0104
 QK0104                          STATION DESCRIPTION
 QK0104
 QK0104'DESCRIBED BY US LAKE SURVEY 1973
 QK0104'AT TOPINABEE.
 QK0104'F 12 AT TOPINABEE, CHEBOYGAN COUNTY, MICHIGAN, ABOUT 300 FEET NORTH
 QK0104'OF MUSEUM AND LIBRARY BUILDING (FORMERLY RAILROAD DEPOT), NEAR
 QK0104'MILEPOST B.C. 154, 22.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 QK0104'TRACKS, 3.5 FEET NORTH OF A 24-INCH POPLAR, 1-FOOT ABOVE THE
 QK0104'GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 QK0104'DISC SET IN TOP OF A MARBLE POST.
 QK0104
 QK0104                          STATION RECOVERY (2001)
 QK0104
 QK0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0388 ***********************************************************************
 RL0388  DESIGNATION -  F 120
 RL0388  PID         -  RL0388
 RL0388  STATE/COUNTY-  MI/IRON
 RL0388  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0388
 RL0388                         *CURRENT SURVEY CONTROL
 RL0388  ___________________________________________________________________
 RL0388* NAD 83(1986)-  46 13 03.     (N)    088 59 15.     (W)     SCALED    
 RL0388* NAVD 88     -       509.566  (meters)    1671.80   (feet)  ADJUSTED  
 RL0388  ___________________________________________________________________
 RL0388  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 RL0388  DYNAMIC HT  -         509.574 (meters)    1671.83  (feet)  COMP
 RL0388  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RL0388
 RL0388  VERT ORDER  -  SECOND    CLASS 0
 RL0388
 RL0388.The horizontal coordinates were scaled from a topographic map and have
 RL0388.an estimated accuracy of +/- 6 seconds.
 RL0388
 RL0388.The orthometric height was determined by differential leveling
 RL0388.and adjusted by the National Geodetic Survey in June 1991..
 RL0388
 RL0388.The geoid height was determined by GEOID03.
 RL0388
 RL0388.The dynamic height is computed by dividing the NAVD 88
 RL0388.geopotential number by the normal gravity value computed on the
 RL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0388.degrees latitude (g = 980.6199 gals.).
 RL0388
 RL0388.The modeled gravity was interpolated from observed gravity values.
 RL0388
 RL0388;                    North         East    Units  Estimated Accuracy
 RL0388;SPC MI N     -   161,320.    7,846,680.      MT  (+/- 180 meters Scaled)
 RL0388
 RL0388                          SUPERSEDED SURVEY CONTROL
 RL0388
 RL0388  NGVD 29 (??/??/92)  509.584  (m)         1671.86   (f) ADJ UNCH    2 0
 RL0388
 RL0388.Superseded values are not recommended for survey control.
 RL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0388.See file dsdata.txt to determine how the superseded data were derived.
 RL0388
 RL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS467201(NAD 83)
 RL0388_MARKER: DB = BENCH MARK DISK
 RL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0388_STAMPING: F 120 1948
 RL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0388+STABILITY: SURFACE MOTION
 RL0388
 RL0388  HISTORY     - Date     Condition        Report By
 RL0388  HISTORY     - 1948     MONUMENTED       CGS
 RL0388  HISTORY     - 20050407 MARK NOT FOUND   GEOCAC
 RL0388
 RL0388                          STATION DESCRIPTION
 RL0388
 RL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0388'10.9 MI E FROM WATERSMEET.
 RL0388'9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS INTERSECTION
 RL0388'WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 1.9 MILES
 RL0388'NORTHEAST ALONG A GRAVEL ROAD LEADING TO TAMARACK LAKE, AT THE
 RL0388'EAST END OF A CURVE EAST AND SOUTHWEST AND AT THE BOTTOM OF
 RL0388'GRADES, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, 55 FEET
 RL0388'WEST OF THE BOTTOM OF GRADES, 13 FEET EAST-SOUTHEAST OF A
 RL0388'6-INCH SPRUCE TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL0388'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0388'PROJECTING 4 INCHES.
 RL0388
 RL0388                          STATION RECOVERY (2005)
 RL0388
 RL0388'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0388'FOREST ROAD NO.3940 HAS BEEN IMPROVED.  SEARCHED THE AREA FOR OVER 1
 RL0388'HOUR AND FOUND NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1685 ***********************************************************************
 RL1685  DESIGNATION -  F 121 RESET
 RL1685  PID         -  RL1685
 RL1685  STATE/COUNTY-  MI/IRON
 RL1685  USGS QUAD   -  GOLDEN LAKE (1981)
 RL1685
 RL1685                         *CURRENT SURVEY CONTROL
 RL1685  ___________________________________________________________________
 RL1685* NAD 83(1986)-  46 11 19.     (N)    088 52 44.     (W)     SCALED    
 RL1685* NAVD 88     -       494.39   (meters)    1622.0    (feet)  RESET     
 RL1685  ___________________________________________________________________
 RL1685  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 RL1685
 RL1685  VERT ORDER  -  THIRD
 RL1685
 RL1685.The horizontal coordinates were scaled from a topographic map and have
 RL1685.an estimated accuracy of +/- 6 seconds.
 RL1685
 RL1685.The orthometric height was computed from unverified reset data.
 RL1685.No vertical observational check was made to the station.
 RL1685
 RL1685.The geoid height was determined by GEOID03.
 RL1685
 RL1685;                    North         East    Units  Estimated Accuracy
 RL1685;SPC MI N     -   157,910.    7,854,980.      MT  (+/- 180 meters Scaled)
 RL1685
 RL1685                          SUPERSEDED SURVEY CONTROL
 RL1685
 RL1685  NGVD 29 (03/27/06)  494.41   (m)         1622.1    (f) RESET       3  
 RL1685
 RL1685.Superseded values are not recommended for survey control.
 RL1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1685.See file dsdata.txt to determine how the superseded data were derived.
 RL1685
 RL1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS550167(NAD 83)
 RL1685_MARKER: DV = VERTICAL CONTROL DISK
 RL1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1685_SP_SET: CONCRETE POST
 RL1685_STAMPING: F 121 RESET 1988
 RL1685_MARK LOGO: NGS   
 RL1685_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1685+STABILITY: SURFACE MOTION
 RL1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1685+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RL1685
 RL1685  HISTORY     - Date     Condition        Report By
 RL1685  HISTORY     - 1988     MONUMENTED       MIDT
 RL1685  HISTORY     - 20020613 GOOD             USPSQD
 RL1685
 RL1685                          STATION DESCRIPTION
 RL1685
 RL1685'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1988
 RL1685'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND NATIONAL FOREST
 RL1685'HIGHWAY 16, GO NORTH ON FOREST HIGHWAY 16 FOR 2 MI (3.2 KM) TO THE
 RL1685'JUNCTION OF FOREST HIGHWAY 16 AND UNIVERSITY ROAD TO THE WEST, AND
 RL1685'145 FT (44.2 M) WEST OF CENTERLINE OF FOREST HIGHWAY 16, 59 FT (18.0
 RL1685'M) SOUTH OF THE CENTERLINE OF UNIVERSITY ROAD, 80 FT (24.4 M) SOUTH
 RL1685'OF POWER POLE NO. 25 AMP, 10 FT (3.0 M) NORTHEAST OF THE TREE LINE,
 RL1685'AND 2.5 FT (0.8 M) SOUTHWEST OF A ORANGE CARSONITE WITNESS POST, IN A
 RL1685'10-INCH DIAMETER CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND.
 RL1685
 RL1685                          STATION RECOVERY (2002)
 RL1685
 RL1685'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1685'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0387 ***********************************************************************
 RL0387  DESIGNATION -  F 122
 RL0387  PID         -  RL0387
 RL0387  STATE/COUNTY-  MI/IRON
 RL0387  USGS QUAD   -  
 RL0387
 RL0387                         *CURRENT SURVEY CONTROL
 RL0387  ___________________________________________________________________
 RL0387* NAD 83(1986)-  46 22 32.     (N)    088 59 00.     (W)     SCALED    
 RL0387* NAVD 88     -       502.714  (meters)    1649.32   (feet)  ADJUSTED  
 RL0387  ___________________________________________________________________
 RL0387  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 RL0387  DYNAMIC HT  -         502.723 (meters)    1649.35  (feet)  COMP
 RL0387  MODELED GRAV-     980,614.7   (mgal)                       NAVD 88
 RL0387
 RL0387  VERT ORDER  -  SECOND    CLASS 0
 RL0387
 RL0387.The horizontal coordinates were scaled from a topographic map and have
 RL0387.an estimated accuracy of +/- 6 seconds.
 RL0387
 RL0387.The orthometric height was determined by differential leveling
 RL0387.and adjusted by the National Geodetic Survey in June 1991..
 RL0387
 RL0387.The geoid height was determined by GEOID03.
 RL0387
 RL0387.The dynamic height is computed by dividing the NAVD 88
 RL0387.geopotential number by the normal gravity value computed on the
 RL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0387.degrees latitude (g = 980.6199 gals.).
 RL0387
 RL0387.The modeled gravity was interpolated from observed gravity values.
 RL0387
 RL0387;                    North         East    Units  Estimated Accuracy
 RL0387;SPC MI N     -   178,880.    7,847,440.      MT  (+/- 180 meters Scaled)
 RL0387
 RL0387                          SUPERSEDED SURVEY CONTROL
 RL0387
 RL0387  NGVD 29 (??/??/92)  502.727  (m)         1649.36   (f) ADJ UNCH    2 0
 RL0387
 RL0387.Superseded values are not recommended for survey control.
 RL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0387.See file dsdata.txt to determine how the superseded data were derived.
 RL0387
 RL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS474376(NAD 83)
 RL0387_MARKER: DB = BENCH MARK DISK
 RL0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0387_STAMPING: F 122 1948
 RL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0387+STABILITY: SURFACE MOTION
 RL0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0387+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 RL0387
 RL0387  HISTORY     - Date     Condition        Report By
 RL0387  HISTORY     - 1948     MONUMENTED       CGS
 RL0387  HISTORY     - 20040720 GOOD             GEOCAC
 RL0387
 RL0387                          STATION DESCRIPTION
 RL0387
 RL0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0387'6.6 MI SE FROM CALDERWOOD.
 RL0387'5.9 MILES SOUTH AND EAST ALONG A ROAD FROM THE ROAD JUNCTION AT
 RL0387'CALDERWOOD, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD,
 RL0387'ABOUT 0.55 MILE NORTHEAST OF THE IRON-ONTONAGON COUNTY LINE, AT
 RL0387'THE NORTHEAST END OF A LOW CUT, 130 FEET NORTHEAST OF THE TOP OF
 RL0387'A GRADE, 22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 38
 RL0387'FEET SOUTHEAST AND ACROSS THE ROAD FROM A 14-INCH GRAY BIRCH
 RL0387'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 RL0387'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0387'4 INCHES.
 RL0387
 RL0387                          STATION RECOVERY (2004)
 RL0387
 RL0387'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0387'NAD 83 -  46 22 32.4 (N) -  088 59 00.8 (W) GARMIN GPS V
 RL0387' 
 RL0387'3.5 FT SOUTHEAST OF A METAL WITNESS POST.
 RL0387' 
 RL0387' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0350 ***********************************************************************
 RL0350  DESIGNATION -  F 123
 RL0350  PID         -  RL0350
 RL0350  STATE/COUNTY-  MI/IRON
 RL0350  USGS QUAD   -  
 RL0350
 RL0350                         *CURRENT SURVEY CONTROL
 RL0350  ___________________________________________________________________
 RL0350* NAD 83(1986)-  46 23 34.     (N)    088 56 23.     (W)     SCALED    
 RL0350* NAVD 88     -       493.392  (meters)    1618.74   (feet)  ADJUSTED  
 RL0350  ___________________________________________________________________
 RL0350  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 RL0350  DYNAMIC HT  -         493.402 (meters)    1618.77  (feet)  COMP
 RL0350  MODELED GRAV-     980,617.8   (mgal)                       NAVD 88
 RL0350
 RL0350  VERT ORDER  -  SECOND    CLASS 0
 RL0350
 RL0350.The horizontal coordinates were scaled from a topographic map and have
 RL0350.an estimated accuracy of +/- 6 seconds.
 RL0350
 RL0350.The orthometric height was determined by differential leveling
 RL0350.and adjusted by the National Geodetic Survey in June 1991..
 RL0350
 RL0350.The geoid height was determined by GEOID03.
 RL0350
 RL0350.The dynamic height is computed by dividing the NAVD 88
 RL0350.geopotential number by the normal gravity value computed on the
 RL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0350.degrees latitude (g = 980.6199 gals.).
 RL0350
 RL0350.The modeled gravity was interpolated from observed gravity values.
 RL0350
 RL0350;                    North         East    Units  Estimated Accuracy
 RL0350;SPC MI N     -   180,710.    7,850,840.      MT  (+/- 180 meters Scaled)
 RL0350
 RL0350                          SUPERSEDED SURVEY CONTROL
 RL0350
 RL0350  NGVD 29 (??/??/92)  493.404  (m)         1618.78   (f) ADJ UNCH    2 0
 RL0350
 RL0350.Superseded values are not recommended for survey control.
 RL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0350.See file dsdata.txt to determine how the superseded data were derived.
 RL0350
 RL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS508395(NAD 83)
 RL0350_MARKER: DB = BENCH MARK DISK
 RL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0350_STAMPING: F 123 1948
 RL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0350+STABILITY: SURFACE MOTION
 RL0350
 RL0350  HISTORY     - Date     Condition        Report By
 RL0350  HISTORY     - 1948     MONUMENTED       CGS
 RL0350  HISTORY     - 1985     GOOD             NGS
 RL0350  HISTORY     - 20020613 GOOD             USPSQD
 RL0350  HISTORY     - 20040526 POOR             GEOCAC
 RL0350
 RL0350                          STATION DESCRIPTION
 RL0350
 RL0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0350'8.6 MI SW FROM KENTON.
 RL0350'6.05 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM THE
 RL0350'POST OFFICE AT KENTON, THENCE ABOUT 2.55 MILES SOUTHWEST ALONG
 RL0350'A GRAVEL ROAD, 0.55 MILE EAST OF THE JUNCTION OF A ROAD NORTH,
 RL0350'AT THE JUNCTION OF A PRIVATE ROAD LEADING NORTH TO H. AND
 RL0350'N. HOWELLS HOUSE AND APPLE ORCHARD, 35 FEET NORTH OF THE CENTER
 RL0350'LINE OF THE ROAD, 22 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 RL0350'ROAD NORTH, 8.5 FEET NORTH-NORTHEAST OF A WOODED POST MARKED
 RL0350'3P11 S 36, AT THE SOUTHEAST CORNER OF A YOUNG GROVE OF PINES,
 RL0350'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0350'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0350'5 INCHES.
 RL0350
 RL0350                          STATION RECOVERY (1985)
 RL0350
 RL0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0350'RECOVERED IN GOOD CONDITION.
 RL0350
 RL0350                          STATION RECOVERY (2002)
 RL0350
 RL0350'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0350'RECOVERED IN GOOD CONDITION.
 RL0350
 RL0350                          STATION RECOVERY (2004)
 RL0350
 RL0350'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0350'LOGGING OPERATIONS HAVE DESTROYED THE MARK.  FOUND CONCRETE POST
 RL0350'KNOCKED OVER PARALLEL WITH GROUND AND DAMAGED.  AREA IS CLEAR CUT.
 RL0350'METAL WTINESS POST SALVAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0277 ***********************************************************************
 RL0277  DESIGNATION -  F 124
 RL0277  PID         -  RL0277
 RL0277  STATE/COUNTY-  MI/IRON
 RL0277  USGS QUAD   -  BEECHWOOD (1981)
 RL0277
 RL0277                         *CURRENT SURVEY CONTROL
 RL0277  ___________________________________________________________________
 RL0277* NAD 83(1986)-  46 09 18.     (N)    088 45 04.     (W)     SCALED    
 RL0277* NAVD 88     -       469.064  (meters)    1538.92   (feet)  ADJUSTED  
 RL0277  ___________________________________________________________________
 RL0277  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 RL0277  DYNAMIC HT  -         469.069 (meters)    1538.94  (feet)  COMP
 RL0277  MODELED GRAV-     980,610.2   (mgal)                       NAVD 88
 RL0277
 RL0277  VERT ORDER  -  SECOND    CLASS 0
 RL0277
 RL0277.The horizontal coordinates were scaled from a topographic map and have
 RL0277.an estimated accuracy of +/- 6 seconds.
 RL0277
 RL0277.The orthometric height was determined by differential leveling
 RL0277.and adjusted by the National Geodetic Survey in June 1991..
 RL0277
 RL0277.The geoid height was determined by GEOID03.
 RL0277
 RL0277.The dynamic height is computed by dividing the NAVD 88
 RL0277.geopotential number by the normal gravity value computed on the
 RL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0277.degrees latitude (g = 980.6199 gals.).
 RL0277
 RL0277.The modeled gravity was interpolated from observed gravity values.
 RL0277
 RL0277;                    North         East    Units  Estimated Accuracy
 RL0277;SPC MI N     -   153,950.    7,864,760.      MT  (+/- 180 meters Scaled)
 RL0277
 RL0277                          SUPERSEDED SURVEY CONTROL
 RL0277
 RL0277  NGVD 29 (??/??/92)  469.071  (m)         1538.94   (f) ADJ UNCH    2 0
 RL0277
 RL0277.Superseded values are not recommended for survey control.
 RL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0277.See file dsdata.txt to determine how the superseded data were derived.
 RL0277
 RL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS647127(NAD 83)
 RL0277_MARKER: DB = BENCH MARK DISK
 RL0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0277_STAMPING: F 124 1948
 RL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0277+STABILITY: SURFACE MOTION
 RL0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0277+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2004
 RL0277
 RL0277  HISTORY     - Date     Condition        Report By
 RL0277  HISTORY     - 1948     MONUMENTED       CGS
 RL0277  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0277  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0277  HISTORY     - 20040425 GOOD             STS
 RL0277
 RL0277                          STATION DESCRIPTION
 RL0277
 RL0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0277'0.4 MI SE FROM BEECHWOOD.
 RL0277'AT BEECHWOOD, ABOUT 0.45 MILE SOUTHEAST ALONG THE CHICAGO AND
 RL0277'NORTH WESTERN RAILWAY FROM THE STATION SIGN AND POST OFFICE
 RL0277'AT BEECHWOOD, AT THE CROSSING OF COUNTY HIGHWAY 436, 44.5 FEET
 RL0277'NORTHEAST OF THE NORTHEAST RAIL, 48 FEET NORTH OF THE CENTER LINE
 RL0277'OF HIGHWAY 436, 2.5 FEET SOUTHWEST OF A WIRE FENCE, 6 FEET
 RL0277'NORTHWEST OF A TELEPHONE POLE, 3.5 FEET WEST OF A FENCE CORNER,
 RL0277'32 FEET NORTHEAST OF THE CROSSING WARNING SIGN, 2.5 FEET BELOW
 RL0277'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0277'INCHES.
 RL0277
 RL0277                          STATION RECOVERY (1997)
 RL0277
 RL0277'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0277'MARK NOT FOUND.
 RL0277
 RL0277                          STATION RECOVERY (2002)
 RL0277
 RL0277'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0277'MARK NOT FOUND.
 RL0277
 RL0277                          STATION RECOVERY (2004)
 RL0277
 RL0277'RECOVERY NOTE BY STS CONSULTANTS 2004 (RDS)
 RL0277'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0465 ***********************************************************************
 RL0465  DESIGNATION -  F 125
 RL0465  PID         -  RL0465
 RL0465  STATE/COUNTY-  MI/IRON
 RL0465  USGS QUAD   -  GAASTRA (1944)
 RL0465
 RL0465                         *CURRENT SURVEY CONTROL
 RL0465  ___________________________________________________________________
 RL0465* NAD 83(1986)-  46 06 19.     (N)    088 33 43.     (W)     SCALED    
 RL0465* NAVD 88     -       505.394  (meters)    1658.11   (feet)  ADJUSTED  
 RL0465  ___________________________________________________________________
 RL0465  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 RL0465  DYNAMIC HT  -         505.400 (meters)    1658.13  (feet)  COMP
 RL0465  MODELED GRAV-     980,609.6   (mgal)                       NAVD 88
 RL0465
 RL0465  VERT ORDER  -  SECOND    CLASS 0
 RL0465
 RL0465.The horizontal coordinates were scaled from a topographic map and have
 RL0465.an estimated accuracy of +/- 6 seconds.
 RL0465
 RL0465.The orthometric height was determined by differential leveling
 RL0465.and adjusted by the National Geodetic Survey in June 1991..
 RL0465
 RL0465.The geoid height was determined by GEOID03.
 RL0465
 RL0465.The dynamic height is computed by dividing the NAVD 88
 RL0465.geopotential number by the normal gravity value computed on the
 RL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0465.degrees latitude (g = 980.6199 gals.).
 RL0465
 RL0465.The modeled gravity was interpolated from observed gravity values.
 RL0465
 RL0465;                    North         East    Units  Estimated Accuracy
 RL0465;SPC MI N     -   148,120.    7,879,260.      MT  (+/- 180 meters Scaled)
 RL0465
 RL0465                          SUPERSEDED SURVEY CONTROL
 RL0465
 RL0465  NGVD 29 (??/??/92)  505.382  (m)         1658.07   (f) ADJ UNCH    2 0
 RL0465
 RL0465.Superseded values are not recommended for survey control.
 RL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0465.See file dsdata.txt to determine how the superseded data were derived.
 RL0465
 RL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS792069(NAD 83)
 RL0465_MARKER: DB = BENCH MARK DISK
 RL0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0465_STAMPING: F 125 1948
 RL0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0465+STABILITY: SURFACE MOTION
 RL0465
 RL0465  HISTORY     - Date     Condition        Report By
 RL0465  HISTORY     - 1948     MONUMENTED       CGS
 RL0465  HISTORY     - 20020614 GOOD             USPSQD
 RL0465
 RL0465                          STATION DESCRIPTION
 RL0465
 RL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0465'0.1 MI SE FROM MAPLETON.
 RL0465'AT MAPLETON, ABOUT 0.1 MILE SOUTHEAST ALONG OLD U.S. HIGHWAY 2
 RL0465'FROM THE BATES TOWNSHIP HALL, 375 FEET SOUTHEAST OF THE JUNCTION
 RL0465'OF THE OLD AND NEW HIGHWAY, 151 FEET WEST-NORTHWEST OF THE TOP
 RL0465'OF A GRADE AND THE JUNCTION OF DRIVES NORTHEAST AND SOUTHWEST
 RL0465'TO HOUSES, 34.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0465'AT THE NORTHWEST END OF A 2-FOOT CUT, 11.5 FEET SOUTH-SOUTHWEST
 RL0465'OF A 28-INCH ELM TREE, 27 FEET SOUTHEAST OF A TELEPHONE POLE,
 RL0465'1.5 FEET NORTHEAST OF A WIRE FENCE, 3 FEET NORTHWEST OF A WHITE
 RL0465'WOODEN WITNESS POST, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET
 RL0465'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0465
 RL0465                          STATION RECOVERY (2002)
 RL0465
 RL0465'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0371 ***********************************************************************
 RL0371  DESIGNATION -  F 126
 RL0371  PID         -  RL0371
 RL0371  STATE/COUNTY-  MI/IRON
 RL0371  USGS QUAD   -  PERCH LAKE (1985)
 RL0371
 RL0371                         *CURRENT SURVEY CONTROL
 RL0371  ___________________________________________________________________
 RL0371* NAD 83(1986)-  46 18 05.     (N)    088 39 31.     (W)     SCALED    
 RL0371* NAVD 88     -       487.152  (meters)    1598.26   (feet)  ADJUSTED  
 RL0371  ___________________________________________________________________
 RL0371  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 RL0371  DYNAMIC HT  -         487.164 (meters)    1598.30  (feet)  COMP
 RL0371  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 RL0371
 RL0371  VERT ORDER  -  SECOND    CLASS 0
 RL0371
 RL0371.The horizontal coordinates were scaled from a topographic map and have
 RL0371.an estimated accuracy of +/- 6 seconds.
 RL0371
 RL0371.The orthometric height was determined by differential leveling
 RL0371.and adjusted by the National Geodetic Survey in June 1991..
 RL0371
 RL0371.The geoid height was determined by GEOID03.
 RL0371
 RL0371.The dynamic height is computed by dividing the NAVD 88
 RL0371.geopotential number by the normal gravity value computed on the
 RL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0371.degrees latitude (g = 980.6199 gals.).
 RL0371
 RL0371.The modeled gravity was interpolated from observed gravity values.
 RL0371
 RL0371;                    North         East    Units  Estimated Accuracy
 RL0371;SPC MI N     -   170,060.    7,872,240.      MT  (+/- 180 meters Scaled)
 RL0371
 RL0371                          SUPERSEDED SURVEY CONTROL
 RL0371
 RL0371  NGVD 29 (??/??/92)  487.151  (m)         1598.26   (f) ADJ UNCH    2 0
 RL0371
 RL0371.Superseded values are not recommended for survey control.
 RL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0371.See file dsdata.txt to determine how the superseded data were derived.
 RL0371
 RL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS722288(NAD 83)
 RL0371_MARKER: DB = BENCH MARK DISK
 RL0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0371_STAMPING: F 126 1948
 RL0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0371+STABILITY: SURFACE MOTION
 RL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0371+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 RL0371
 RL0371  HISTORY     - Date     Condition        Report By
 RL0371  HISTORY     - 1948     MONUMENTED       CGS
 RL0371  HISTORY     - 19970625 GOOD             USPSQD
 RL0371  HISTORY     - 20040805 GOOD             GEOCAC
 RL0371
 RL0371                          STATION DESCRIPTION
 RL0371
 RL0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0371'6.4 MI N FROM GIBBS CITY.
 RL0371'6.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0371'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, ABOUT 0.1 MILE NORTH
 RL0371'OF THE JUNCTION OF A ROAD NORTHEAST TO PERCH LAKE LOOKOUT TOWER,
 RL0371'AT A CURVE IN THE ROAD WITH TANGENTS SOUTH AND NORTHWEST AND THE
 RL0371'JUNCTION OF A ROAD LEADING SOUTHEAST TO CONNECT TO THE ROAD
 RL0371'NORTHEAST TO THE LOOKOUT TOWER, AT THE NORTHWEST END OF A
 RL0371'SHORT 4-FOOT CUT ON ROAD SOUTHEAST, 22 FEET NORTHEAST OF THE
 RL0371'CENTER LINE OF THE ROAD SOUTHEAST, 71.5 FEET EAST OF THE CENTER
 RL0371'LINE OF THE MAIN ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0371'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 RL0371'POST PROJECTING 4 INCHES.
 RL0371
 RL0371                          STATION RECOVERY (1997)
 RL0371
 RL0371'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0371'RECOVERED IN GOOD CONDITION.
 RL0371
 RL0371                          STATION RECOVERY (2004)
 RL0371
 RL0371'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0371'NAD 83 -  46 18 05.9 (N) -  088 39 32.3 (W) GARMIN GPS V
 RL0371' 
 RL0371'NOTE--ROAD TO THE SE HAS BEEN ABANDONED.
 RL0371' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0309 ***********************************************************************
 RL0309  DESIGNATION -  F 127
 RL0309  PID         -  RL0309
 RL0309  STATE/COUNTY-  MI/IRON
 RL0309  USGS QUAD   -  TUNIS (1985)
 RL0309
 RL0309                         *CURRENT SURVEY CONTROL
 RL0309  ___________________________________________________________________
 RL0309* NAD 83(1986)-  46 23 27.     (N)    088 32 07.     (W)     SCALED    
 RL0309* NAVD 88     -       462.792  (meters)    1518.34   (feet)  ADJUSTED  
 RL0309  ___________________________________________________________________
 RL0309  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 RL0309  DYNAMIC HT  -         462.812 (meters)    1518.41  (feet)  COMP
 RL0309  MODELED GRAV-     980,642.1   (mgal)                       NAVD 88
 RL0309
 RL0309  VERT ORDER  -  SECOND    CLASS 0
 RL0309
 RL0309.The horizontal coordinates were scaled from a topographic map and have
 RL0309.an estimated accuracy of +/- 6 seconds.
 RL0309
 RL0309.The orthometric height was determined by differential leveling
 RL0309.and adjusted by the National Geodetic Survey in June 1991..
 RL0309
 RL0309.The geoid height was determined by GEOID03.
 RL0309
 RL0309.The dynamic height is computed by dividing the NAVD 88
 RL0309.geopotential number by the normal gravity value computed on the
 RL0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0309.degrees latitude (g = 980.6199 gals.).
 RL0309
 RL0309.The modeled gravity was interpolated from observed gravity values.
 RL0309
 RL0309;                    North         East    Units  Estimated Accuracy
 RL0309;SPC MI N     -   179,810.    7,881,930.      MT  (+/- 180 meters Scaled)
 RL0309
 RL0309                          SUPERSEDED SURVEY CONTROL
 RL0309
 RL0309  NGVD 29 (??/??/92)  462.783  (m)         1518.31   (f) ADJ UNCH    2 0
 RL0309
 RL0309.Superseded values are not recommended for survey control.
 RL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0309.See file dsdata.txt to determine how the superseded data were derived.
 RL0309
 RL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS819386(NAD 83)
 RL0309_MARKER: DB = BENCH MARK DISK
 RL0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0309_STAMPING: F 127 1948
 RL0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0309+STABILITY: SURFACE MOTION
 RL0309
 RL0309  HISTORY     - Date     Condition        Report By
 RL0309  HISTORY     - 1948     MONUMENTED       CGS
 RL0309  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0309
 RL0309                          STATION DESCRIPTION
 RL0309
 RL0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0309'0.5 MI NW FROM PARK SIDING.
 RL0309'0.5 MILE NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0309'PACIFIC RAILWAY FROM THE STATION AT PARK SIDING, AT A PUBLIC
 RL0309'EAST-WEST ROAD CROSSING, ABOUT 1 POLE SOUTHEAST OF MILE POLE
 RL0309'349, 96 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET NORTHWEST
 RL0309'OF THE CENTER LINE OF THE ROAD, 124 FEET WEST OF THE CENTER
 RL0309'OF THE CROSSING, 1 FOOT EAST OF A ROCK PAINTED B M, 1.5 FEET
 RL0309'BELOW THE ROAD, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 RL0309'OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0309
 RL0309                          STATION RECOVERY (1982)
 RL0309
 RL0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0309'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0667 ***********************************************************************
 RL0667  DESIGNATION -  F 128
 RL0667  PID         -  RL0667
 RL0667  STATE/COUNTY-  MI/BARAGA
 RL0667  USGS QUAD   -  COVINGTON (1985)
 RL0667
 RL0667                         *CURRENT SURVEY CONTROL
 RL0667  ___________________________________________________________________
 RL0667* NAD 83(1986)-  46 33 01.     (N)    088 31 44.     (W)     SCALED    
 RL0667* NAVD 88     -       496.272  (meters)    1628.19   (feet)  ADJUSTED  
 RL0667  ___________________________________________________________________
 RL0667  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 RL0667  DYNAMIC HT  -         496.285 (meters)    1628.23  (feet)  COMP
 RL0667  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RL0667
 RL0667  VERT ORDER  -  FIRST     CLASS II
 RL0667
 RL0667.The horizontal coordinates were scaled from a topographic map and have
 RL0667.an estimated accuracy of +/- 6 seconds.
 RL0667
 RL0667.The orthometric height was determined by differential leveling
 RL0667.and adjusted by the National Geodetic Survey in June 1991..
 RL0667
 RL0667.The geoid height was determined by GEOID03.
 RL0667
 RL0667.The dynamic height is computed by dividing the NAVD 88
 RL0667.geopotential number by the normal gravity value computed on the
 RL0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0667.degrees latitude (g = 980.6199 gals.).
 RL0667
 RL0667.The modeled gravity was interpolated from observed gravity values.
 RL0667
 RL0667;                    North         East    Units  Estimated Accuracy
 RL0667;SPC MI N     -   197,520.    7,882,760.      MT  (+/- 180 meters Scaled)
 RL0667
 RL0667                          SUPERSEDED SURVEY CONTROL
 RL0667
 RL0667  NGVD 29 (??/??/92)  496.254  (m)         1628.13   (f) ADJ UNCH    1 2
 RL0667
 RL0667.Superseded values are not recommended for survey control.
 RL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0667.See file dsdata.txt to determine how the superseded data were derived.
 RL0667
 RL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS827563(NAD 83)
 RL0667_MARKER: DB = BENCH MARK DISK
 RL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0667_STAMPING: F 128 1948
 RL0667_MARK LOGO: CGS   
 RL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0667+STABILITY: SURFACE MOTION
 RL0667
 RL0667  HISTORY     - Date     Condition        Report By
 RL0667  HISTORY     - 1948     MONUMENTED       CGS
 RL0667  HISTORY     - 1985     GOOD             NGS
 RL0667  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0667  HISTORY     - 19990920 GOOD             USPSQD
 RL0667
 RL0667                          STATION DESCRIPTION
 RL0667
 RL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0667'0.8 MI NE FROM COVINGTON.
 RL0667'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION
 RL0667'AT COVINGTON, IN THE NORTHEAST QUARTER OF THE INTESECTION WITH
 RL0667'STENSON ROAD LEADING NORTH, 73 FEET NORTH-NORTHWEST OF THE
 RL0667'CENTER LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE
 RL0667'OF THE ROAD NORTH, 6 FEET SOUTHWEST OF POWER POLE NO. C 35 N
 RL0667'41 268, 1 1/2 FEET SOUTH OF FENCE LINE, 3 FEET EAST OF A WHITE
 RL0667'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 RL0667'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0667
 RL0667                          STATION RECOVERY (1985)
 RL0667
 RL0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0667'RECOVERED IN GOOD CONDITION.
 RL0667
 RL0667                          STATION RECOVERY (1992)
 RL0667
 RL0667'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0667'MARK NOT FOUND.
 RL0667
 RL0667                          STATION RECOVERY (1999)
 RL0667
 RL0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0653 ***********************************************************************
 RL0653  DESIGNATION -  F 129
 RL0653  PID         -  RL0653
 RL0653  STATE/COUNTY-  MI/BARAGA
 RL0653  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0653
 RL0653                         *CURRENT SURVEY CONTROL
 RL0653  ___________________________________________________________________
 RL0653* NAD 83(1986)-  46 42 12.     (N)    088 35 22.     (W)     SCALED    
 RL0653* NAVD 88     -       290.586  (meters)     953.36   (feet)  ADJUSTED  
 RL0653  ___________________________________________________________________
 RL0653  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 RL0653  DYNAMIC HT  -         290.598 (meters)     953.40  (feet)  COMP
 RL0653  MODELED GRAV-     980,645.8   (mgal)                       NAVD 88
 RL0653
 RL0653  VERT ORDER  -  SECOND    CLASS 0
 RL0653
 RL0653.The horizontal coordinates were scaled from a topographic map and have
 RL0653.an estimated accuracy of +/- 6 seconds.
 RL0653
 RL0653.The orthometric height was determined by differential leveling
 RL0653.and adjusted by the National Geodetic Survey in June 1991..
 RL0653
 RL0653.The geoid height was determined by GEOID03.
 RL0653
 RL0653.The dynamic height is computed by dividing the NAVD 88
 RL0653.geopotential number by the normal gravity value computed on the
 RL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0653.degrees latitude (g = 980.6199 gals.).
 RL0653
 RL0653.The modeled gravity was interpolated from observed gravity values.
 RL0653
 RL0653;                    North         East    Units  Estimated Accuracy
 RL0653;SPC MI N     -   214,620.    7,878,460.      MT  (+/- 180 meters Scaled)
 RL0653
 RL0653                          SUPERSEDED SURVEY CONTROL
 RL0653
 RL0653  NGVD 29 (??/??/92)  290.555  (m)          953.26   (f) ADJ UNCH    2 0
 RL0653
 RL0653.Superseded values are not recommended for survey control.
 RL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0653.See file dsdata.txt to determine how the superseded data were derived.
 RL0653
 RL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS784734(NAD 83)
 RL0653_MARKER: DB = BENCH MARK DISK
 RL0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0653_STAMPING: F 129 1948
 RL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0653+STABILITY: SURFACE MOTION
 RL0653
 RL0653  HISTORY     - Date     Condition        Report By
 RL0653  HISTORY     - 1948     MONUMENTED       CGS
 RL0653  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0653  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0653
 RL0653                          STATION DESCRIPTION
 RL0653
 RL0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0653'6.8 MI SW FROM BARAGA.
 RL0653'6.85 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0653'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0653'BARAGA, ABOUT 0.95 MILE SOUTH OF THE JUNCTION OF A TRAIL
 RL0653'SOUTHEAST, 0.1 MILE SOUTH OF A DIM TRAIL SOUTHEAST, AT THE
 RL0653'OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS NORTH AND SOUTHWEST,
 RL0653'29.5 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET
 RL0653'SOUTHWEST OF A TRIPLE TRIANGULAR BLAZED 3-INCH MAPLE TREE, 56
 RL0653'FEET SOUTHEAST AND ACROSS THE ROAD FROM A 4-INCH SPRUCE TREE,
 RL0653'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0653'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RL0653'INCHES.
 RL0653
 RL0653                          STATION RECOVERY (1982)
 RL0653
 RL0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0653'MARK NOT FOUND.
 RL0653
 RL0653                          STATION RECOVERY (1992)
 RL0653
 RL0653'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0148 ***********************************************************************
 PL0148  DESIGNATION -  F 13
 PL0148  PID         -  PL0148
 PL0148  STATE/COUNTY-  MI/CRAWFORD
 PL0148  USGS QUAD   -  GRAYLING (1950)
 PL0148
 PL0148                         *CURRENT SURVEY CONTROL
 PL0148  ___________________________________________________________________
 PL0148* NAD 83(1986)-  44 44 06.     (N)    084 44 58.     (W)     SCALED    
 PL0148* NAVD 88     -       360.522  (meters)    1182.81   (feet)  ADJUSTED  
 PL0148  ___________________________________________________________________
 PL0148  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 PL0148  DYNAMIC HT  -         360.476 (meters)    1182.66  (feet)  COMP
 PL0148  MODELED GRAV-     980,479.1   (mgal)                       NAVD 88
 PL0148
 PL0148  VERT ORDER  -  FIRST     CLASS II
 PL0148
 PL0148.The horizontal coordinates were scaled from a topographic map and have
 PL0148.an estimated accuracy of +/- 6 seconds.
 PL0148
 PL0148.The orthometric height was determined by differential leveling
 PL0148.and adjusted by the National Geodetic Survey in June 1991..
 PL0148
 PL0148.The geoid height was determined by GEOID03.
 PL0148
 PL0148.The dynamic height is computed by dividing the NAVD 88
 PL0148.geopotential number by the normal gravity value computed on the
 PL0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0148.degrees latitude (g = 980.6199 gals.).
 PL0148
 PL0148.The modeled gravity was interpolated from observed gravity values.
 PL0148
 PL0148;                    North         East    Units  Estimated Accuracy
 PL0148;SPC MI C     -   157,680.    5,969,680.      MT  (+/- 180 meters Scaled)
 PL0148
 PL0148                          SUPERSEDED SURVEY CONTROL
 PL0148
 PL0148  NGVD 29 (??/??/92)  360.619  (m)         1183.13   (f) ADJ UNCH    1 2
 PL0148
 PL0148.Superseded values are not recommended for survey control.
 PL0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0148.See file dsdata.txt to determine how the superseded data were derived.
 PL0148
 PL0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ781559(NAD 83)
 PL0148_MARKER: DB = BENCH MARK DISK
 PL0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0148_STAMPING: ELEV. 1183.131 FT F 13 1916
 PL0148_MARK LOGO: CGS   
 PL0148_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0148+STABILITY: SURFACE MOTION
 PL0148
 PL0148  HISTORY     - Date     Condition        Report By
 PL0148  HISTORY     - 1916     MONUMENTED       CGS
 PL0148  HISTORY     - 1949     GOOD             NGS
 PL0148  HISTORY     - 1976     POOR             NGS
 PL0148  HISTORY     - 19930822 MARK NOT FOUND   USPSQD
 PL0148
 PL0148                          STATION DESCRIPTION
 PL0148
 PL0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0148'3 MI S FROM FREDERIC.
 PL0148'3.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM FREDERIC,
 PL0148'CRAWFORD COUNTY, AT MILEPOST 84, 43.7 FEET EAST OF THE EAST RAIL,
 PL0148'AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PL0148'ELEV. 1183.131 FT. F 13 1916 AND SET IN THE TOP OF A CONCRETE
 PL0148'POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0148
 PL0148                          STATION RECOVERY (1976)
 PL0148
 PL0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0148'3.0 MILES SOUTH ON OLD HIGHWAY 27 FROM ITS JUNCTION WITH COUNTY ROAD
 PL0148'612 IN FREDERIC, 43.7 FEET EAST OF THE EAST RAIL OF NEW YORK CENTRAL
 PL0148'RAILROAD, 37.5 FEET WEST OF THE CENTER OF THE HIGHWAY AND 27 FEET
 PL0148'EAST OF MILE POST BC 98.
 PL0148
 PL0148                          STATION RECOVERY (1993)
 PL0148
 PL0148'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 PL0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1364 ***********************************************************************
 RL1364  DESIGNATION -  F 131
 RL1364  PID         -  RL1364
 RL1364  STATE/COUNTY-  MI/ONTONAGON
 RL1364  USGS QUAD   -  BERGLAND NE (1975)
 RL1364
 RL1364                         *CURRENT SURVEY CONTROL
 RL1364  ___________________________________________________________________
 RL1364* NAD 83(1986)-  46 39 54.     (N)    089 33 32.     (W)     SCALED    
 RL1364* NAVD 88     -       421.351  (meters)    1382.38   (feet)  ADJUSTED  
 RL1364  ___________________________________________________________________
 RL1364  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RL1364  DYNAMIC HT  -         421.388 (meters)    1382.50  (feet)  COMP
 RL1364  MODELED GRAV-     980,688.8   (mgal)                       NAVD 88
 RL1364
 RL1364  VERT ORDER  -  SECOND    CLASS 0
 RL1364
 RL1364.The horizontal coordinates were scaled from a topographic map and have
 RL1364.an estimated accuracy of +/- 6 seconds.
 RL1364
 RL1364.The orthometric height was determined by differential leveling
 RL1364.and adjusted by the National Geodetic Survey in June 1991..
 RL1364
 RL1364.The geoid height was determined by GEOID03.
 RL1364
 RL1364.The dynamic height is computed by dividing the NAVD 88
 RL1364.geopotential number by the normal gravity value computed on the
 RL1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1364.degrees latitude (g = 980.6199 gals.).
 RL1364
 RL1364.The modeled gravity was interpolated from observed gravity values.
 RL1364
 RL1364;                    North         East    Units  Estimated Accuracy
 RL1364;SPC MI N     -   212,300.    7,804,220.      MT  (+/- 180 meters Scaled)
 RL1364
 RL1364                          SUPERSEDED SURVEY CONTROL
 RL1364
 RL1364  NGVD 29 (??/??/92)  421.365  (m)         1382.43   (f) ADJ UNCH    2 0
 RL1364
 RL1364.Superseded values are not recommended for survey control.
 RL1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1364.See file dsdata.txt to determine how the superseded data were derived.
 RL1364
 RL1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS042711(NAD 83)
 RL1364_MARKER: DB = BENCH MARK DISK
 RL1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1364_STAMPING: F 131 1948
 RL1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1364+STABILITY: SURFACE MOTION
 RL1364
 RL1364  HISTORY     - Date     Condition        Report By
 RL1364  HISTORY     - 1948     MONUMENTED       CGS
 RL1364  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1364  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1364  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1364
 RL1364                          STATION DESCRIPTION
 RL1364
 RL1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1364'6.3 MI S FROM WHITE PINE.
 RL1364'ABOUT 6.3 MILES SOUTH ALONG STATE HIGHWAY 64 FROM THE SCHOOL AT
 RL1364'WHITE PINE, 22 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 153
 RL1364'FEET NORTH OF THE EAST END OF AN 18-INCH PIPE CULVERT, 5 FEET
 RL1364'NORTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 RL1364'9 FEET SOUTHWEST OF A TRIANGULAR BLAZED 18-INCH HEMLOCK TREE,
 RL1364'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 RL1364'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1364'8 INCHES.
 RL1364
 RL1364                          STATION RECOVERY (1987)
 RL1364
 RL1364'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1364'MARK NOT FOUND.
 RL1364
 RL1364                          STATION RECOVERY (1995)
 RL1364
 RL1364'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1364'MARK NOT FOUND.
 RL1364
 RL1364                          STATION RECOVERY (2004)
 RL1364
 RL1364'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1402 ***********************************************************************
 RL1402  DESIGNATION -  F 132
 RL1402  PID         -  RL1402
 RL1402  STATE/COUNTY-  MI/GOGEBIC
 RL1402  USGS QUAD   -  CHANEY LAKE (1982)
 RL1402
 RL1402                         *CURRENT SURVEY CONTROL
 RL1402  ___________________________________________________________________
 RL1402* NAD 83(1986)-  46 30 57.     (N)    089 55 43.     (W)     SCALED    
 RL1402* NAVD 88     -       413.599  (meters)    1356.95   (feet)  ADJUSTED  
 RL1402  ___________________________________________________________________
 RL1402  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RL1402  DYNAMIC HT  -         413.624 (meters)    1357.03  (feet)  COMP
 RL1402  MODELED GRAV-     980,662.7   (mgal)                       NAVD 88
 RL1402
 RL1402  VERT ORDER  -  SECOND    CLASS 0
 RL1402
 RL1402.The horizontal coordinates were scaled from a topographic map and have
 RL1402.an estimated accuracy of +/- 6 seconds.
 RL1402
 RL1402.The orthometric height was determined by differential leveling
 RL1402.and adjusted by the National Geodetic Survey in June 1991..
 RL1402
 RL1402.The geoid height was determined by GEOID03.
 RL1402
 RL1402.The dynamic height is computed by dividing the NAVD 88
 RL1402.geopotential number by the normal gravity value computed on the
 RL1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1402.degrees latitude (g = 980.6199 gals.).
 RL1402
 RL1402.The modeled gravity was interpolated from observed gravity values.
 RL1402
 RL1402;                    North         East    Units  Estimated Accuracy
 RL1402;SPC MI N     -   196,710.    7,775,330.      MT  (+/- 180 meters Scaled)
 RL1402
 RL1402                          SUPERSEDED SURVEY CONTROL
 RL1402
 RL1402  NGVD 29 (??/??/92)  413.614  (m)         1357.00   (f) ADJ UNCH    2 0
 RL1402
 RL1402.Superseded values are not recommended for survey control.
 RL1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1402.See file dsdata.txt to determine how the superseded data were derived.
 RL1402
 RL1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS753555(NAD 83)
 RL1402_MARKER: DB = BENCH MARK DISK
 RL1402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1402_SP_SET: BUILDING
 RL1402_STAMPING: F 132 1948
 RL1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1402+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RL1402
 RL1402  HISTORY     - Date     Condition        Report By
 RL1402  HISTORY     - 1948     MONUMENTED       CGS
 RL1402  HISTORY     - 1985     GOOD             NGS
 RL1402  HISTORY     - 1988     GOOD             USPSQD
 RL1402  HISTORY     - 20030822 GOOD             USPSQD
 RL1402
 RL1402                          STATION DESCRIPTION
 RL1402
 RL1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1402'AT THOMASON.
 RL1402'AT THOMASTON, SET VERTICALLY IN THE SOUTHEAST FACE AT SOUTH
 RL1402'CORNER OF BRICK WALL OF TOWNSHIP HALL, 1 FOOT NORTHEAST OF SOUTH
 RL1402'CORNER AND 3.1 FEET ABOVE THE GROUND.
 RL1402
 RL1402                          STATION RECOVERY (1985)
 RL1402
 RL1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1402'RECOVERED IN GOOD CONDITION.
 RL1402
 RL1402                          STATION RECOVERY (1988)
 RL1402
 RL1402'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1402'RECOVERED IN GOOD CONDITION.
 RL1402
 RL1402                          STATION RECOVERY (2003)
 RL1402
 RL1402'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1402'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 0.1 MILE WEST
 RL1402'OF THE JUNCTION OF COUNTY ROAD 519 TURNING NORTH WITH JOHNSON ROAD
 RL1402'HEADING EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0042 ***********************************************************************
 RM0042  DESIGNATION -  F 133
 RM0042  PID         -  RM0042
 RM0042  STATE/COUNTY-  MI/GOGEBIC
 RM0042  USGS QUAD   -  PINE LAKE (1973)
 RM0042
 RM0042                         *CURRENT SURVEY CONTROL
 RM0042  ___________________________________________________________________
 RM0042* NAD 83(1986)-  46 34 44.     (N)    090 10 40.     (W)     SCALED    
 RM0042* NAVD 88     -       355.413  (meters)    1166.05   (feet)  ADJUSTED  
 RM0042  ___________________________________________________________________
 RM0042  GEOID HEIGHT-         -30.67  (meters)                     GEOID03
 RM0042  DYNAMIC HT  -         355.450 (meters)    1166.17  (feet)  COMP
 RM0042  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 RM0042
 RM0042  VERT ORDER  -  SECOND    CLASS 0
 RM0042
 RM0042.The horizontal coordinates were scaled from a topographic map and have
 RM0042.an estimated accuracy of +/- 6 seconds.
 RM0042
 RM0042.The orthometric height was determined by differential leveling
 RM0042.and adjusted by the National Geodetic Survey in June 1991..
 RM0042
 RM0042.The geoid height was determined by GEOID03.
 RM0042
 RM0042.The dynamic height is computed by dividing the NAVD 88
 RM0042.geopotential number by the normal gravity value computed on the
 RM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0042.degrees latitude (g = 980.6199 gals.).
 RM0042
 RM0042.The modeled gravity was interpolated from observed gravity values.
 RM0042
 RM0042;                    North         East    Units  Estimated Accuracy
 RM0042;SPC MI N     -   204,450.    7,756,500.      MT  (+/- 180 meters Scaled)
 RM0042
 RM0042                          SUPERSEDED SURVEY CONTROL
 RM0042
 RM0042  NGVD 29 (??/??/92)  355.443  (m)         1166.15   (f) ADJ UNCH    2 0
 RM0042
 RM0042.Superseded values are not recommended for survey control.
 RM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0042.See file dsdata.txt to determine how the superseded data were derived.
 RM0042
 RM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM162622(NAD 83)
 RM0042_MARKER: DB = BENCH MARK DISK
 RM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0042_STAMPING: F 133 1948
 RM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0042+STABILITY: SURFACE MOTION
 RM0042
 RM0042  HISTORY     - Date     Condition        Report By
 RM0042  HISTORY     - 1948     MONUMENTED       CGS
 RM0042  HISTORY     - 1955     MARK NOT FOUND   USGS
 RM0042  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0042  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0042
 RM0042                          STATION DESCRIPTION
 RM0042
 RM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0042'5.7 MI NW FROM NORTH IRONWOOD.
 RM0042'ABOUT 5.7 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0042'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0042'IRONWOOD, ABOUT 0.7 MILE NORTH OF A BRIDGE OVER MUD CREEK, AT A
 RM0042'CURVE IN THE ROAD WITH TANGENTS SOUTH AND WEST, ABOUT 110 YARDS
 RM0042'WEST OF THE SOUTH TANGENT OF THE ROAD, 9 1/2 FEET EAST OF THE 1ST
 RM0042'POWER POLE WEST OF THE CURVE, 37 FEET EAST OF THE PROLONGED CENTER
 RM0042'LINE OF A DRIVE NORTH TO A FARM HOUSE, 87 FEET SOUTH-SOUTHEAST AND
 RM0042'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A 1-CAR GARAGE, 34
 RM0042'FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF THE ROAD, 1
 RM0042'FOOT NORTH OF THE FENCE LINE, 2 FEET ABOVE THE ROAD AND SET IN
 RM0042'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RM0042
 RM0042                          STATION RECOVERY (1955)
 RM0042
 RM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 RM0042'MARK NOT FOUND.
 RM0042
 RM0042                          STATION RECOVERY (1996)
 RM0042
 RM0042'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0042'MARK NOT FOUND.
 RM0042
 RM0042                          STATION RECOVERY (2002)
 RM0042
 RM0042'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1322 ***********************************************************************
 RL1322  DESIGNATION -  F 134
 RL1322  PID         -  RL1322
 RL1322  STATE/COUNTY-  MI/ONTONAGON
 RL1322  USGS QUAD   -  ALDRIDGE CREEK (1981)
 RL1322
 RL1322                         *CURRENT SURVEY CONTROL
 RL1322  ___________________________________________________________________
 RL1322* NAD 83(1986)-  46 38 40.     (N)    089 41 56.     (W)     SCALED    
 RL1322* NAVD 88     -       395.893  (meters)    1298.86   (feet)  ADJUSTED  
 RL1322  ___________________________________________________________________
 RL1322  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RL1322  DYNAMIC HT  -         395.929 (meters)    1298.98  (feet)  COMP
 RL1322  MODELED GRAV-     980,692.5   (mgal)                       NAVD 88
 RL1322
 RL1322  VERT ORDER  -  SECOND    CLASS 0
 RL1322
 RL1322.The horizontal coordinates were scaled from a topographic map and have
 RL1322.an estimated accuracy of +/- 6 seconds.
 RL1322
 RL1322.The orthometric height was determined by differential leveling
 RL1322.and adjusted by the National Geodetic Survey in June 1991..
 RL1322
 RL1322.The geoid height was determined by GEOID03.
 RL1322
 RL1322.The dynamic height is computed by dividing the NAVD 88
 RL1322.geopotential number by the normal gravity value computed on the
 RL1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1322.degrees latitude (g = 980.6199 gals.).
 RL1322
 RL1322.The modeled gravity was interpolated from observed gravity values.
 RL1322
 RL1322;                    North         East    Units  Estimated Accuracy
 RL1322;SPC MI N     -   210,370.    7,793,430.      MT  (+/- 180 meters Scaled)
 RL1322
 RL1322                          SUPERSEDED SURVEY CONTROL
 RL1322
 RL1322  NGVD 29 (??/??/92)  395.909  (m)         1298.91   (f) ADJ UNCH    2 0
 RL1322
 RL1322.Superseded values are not recommended for survey control.
 RL1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1322.See file dsdata.txt to determine how the superseded data were derived.
 RL1322
 RL1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS934691(NAD 83)
 RL1322_MARKER: DB = BENCH MARK DISK
 RL1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1322_STAMPING: F 134 1948
 RL1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1322+STABILITY: SURFACE MOTION
 RL1322
 RL1322  HISTORY     - Date     Condition        Report By
 RL1322  HISTORY     - 1948     MONUMENTED       CGS
 RL1322  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1322
 RL1322                          STATION DESCRIPTION
 RL1322
 RL1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1322'8.2 MI NW FROM MERRIWEATHER.
 RL1322'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1322'WITH STATE HIGHWAY 64 IN MERRIWETHER, THENCE 6.65 MILES NORTH
 RL1322'ALONG A LOGGING ROAD, 0.45 MILE SOUTH OF A SMALL LOGGING CAMP,
 RL1322'0.6 MILE NORTH OF THE JUNCTION OF A SIDE ROAD LEADING WEST, 145
 RL1322'FEET NORTH OF THE CENTER OF A VERY DIM LOGGING ROAD LEADING WEST,
 RL1322'39 FEET WEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 15-INCH
 RL1322'BIRCH, 22 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 2 FEET
 RL1322'SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 RL1322'OF THE ROAD AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL1322
 RL1322                          STATION RECOVERY (2001)
 RL1322
 RL1322'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1322'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0731 ***********************************************************************
 RL0731  DESIGNATION -  F 135
 RL0731  PID         -  RL0731
 RL0731  STATE/COUNTY-  MI/ONTONAGON
 RL0731  USGS QUAD   -  
 RL0731
 RL0731                         *CURRENT SURVEY CONTROL
 RL0731  ___________________________________________________________________
 RL0731* NAD 83(1986)-  46 51 23.     (N)    089 22 07.     (W)     SCALED    
 RL0731* NAVD 88     -       187.595  (meters)     615.47   (feet)  ADJUSTED  
 RL0731  ___________________________________________________________________
 RL0731  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 RL0731  DYNAMIC HT  -         187.625 (meters)     615.57  (feet)  COMP
 RL0731  MODELED GRAV-     980,769.8   (mgal)                       NAVD 88
 RL0731
 RL0731  VERT ORDER  -  SECOND    CLASS 0
 RL0731
 RL0731.The horizontal coordinates were scaled from a topographic map and have
 RL0731.an estimated accuracy of +/- 6 seconds.
 RL0731
 RL0731.The orthometric height was determined by differential leveling
 RL0731.and adjusted by the National Geodetic Survey in June 1991..
 RL0731
 RL0731.The geoid height was determined by GEOID03.
 RL0731
 RL0731.The dynamic height is computed by dividing the NAVD 88
 RL0731.geopotential number by the normal gravity value computed on the
 RL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0731.degrees latitude (g = 980.6199 gals.).
 RL0731
 RL0731.The modeled gravity was interpolated from observed gravity values.
 RL0731
 RL0731;                    North         East    Units  Estimated Accuracy
 RL0731;SPC MI N     -   233,110.    7,819,410.      MT  (+/- 180 meters Scaled)
 RL0731
 RL0731                          SUPERSEDED SURVEY CONTROL
 RL0731
 RL0731  NGVD 29 (??/??/92)  187.628  (m)          615.58   (f) ADJ UNCH    2 0
 RL0731
 RL0731.Superseded values are not recommended for survey control.
 RL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0731.See file dsdata.txt to determine how the superseded data were derived.
 RL0731
 RL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS194919(NAD 83)
 RL0731_MARKER: DB = BENCH MARK DISK
 RL0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0731_SP_SET: BRIDGE
 RL0731_STAMPING: F 135 1948
 RL0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0731
 RL0731  HISTORY     - Date     Condition        Report By
 RL0731  HISTORY     - 1948     MONUMENTED       CGS
 RL0731  HISTORY     - 1987     GOOD             USPSQD
 RL0731  HISTORY     - 19950614 GOOD             USPSQD
 RL0731
 RL0731                          STATION DESCRIPTION
 RL0731
 RL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0731'2.7 MI SW FROM ONTONAGON.
 RL0731'ABOUT 2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 RL0731'OFFICE IN ONTONAGON, 0.95 MILE EAST OF THE BRIDGE OVER THE
 RL0731'POTATO RIVER, SET IN THE WEST END OF THE NORTHEAST WINGWALL
 RL0731'OF A 25-FOOT CONCRETE HIGHWAY BRIDGE, 31 FEET NORTH OF THE
 RL0731'CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE LEVEL
 RL0731'OF THE HIGHWAY.
 RL0731
 RL0731                          STATION RECOVERY (1987)
 RL0731
 RL0731'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0731'RECOVERED IN GOOD CONDITION.
 RL0731
 RL0731                          STATION RECOVERY (1995)
 RL0731
 RL0731'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1341 ***********************************************************************
 RL1341  DESIGNATION -  F 136
 RL1341  PID         -  RL1341
 RL1341  STATE/COUNTY-  MI/ONTONAGON
 RL1341  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1341
 RL1341                         *CURRENT SURVEY CONTROL
 RL1341  ___________________________________________________________________
 RL1341* NAD 83(1986)-  46 45 18.     (N)    089 40 39.     (W)     SCALED    
 RL1341* NAVD 88     -       339.541  (meters)    1113.98   (feet)  ADJUSTED  
 RL1341  ___________________________________________________________________
 RL1341  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RL1341  DYNAMIC HT  -         339.579 (meters)    1114.10  (feet)  COMP
 RL1341  MODELED GRAV-     980,714.8   (mgal)                       NAVD 88
 RL1341
 RL1341  VERT ORDER  -  SECOND    CLASS 0
 RL1341
 RL1341.The horizontal coordinates were scaled from a topographic map and have
 RL1341.an estimated accuracy of +/- 6 seconds.
 RL1341
 RL1341.The orthometric height was determined by differential leveling
 RL1341.and adjusted by the National Geodetic Survey in June 1991..
 RL1341
 RL1341.The geoid height was determined by GEOID03.
 RL1341
 RL1341.The dynamic height is computed by dividing the NAVD 88
 RL1341.geopotential number by the normal gravity value computed on the
 RL1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1341.degrees latitude (g = 980.6199 gals.).
 RL1341
 RL1341.The modeled gravity was interpolated from observed gravity values.
 RL1341
 RL1341;                    North         East    Units  Estimated Accuracy
 RL1341;SPC MI N     -   222,600.    7,795,480.      MT  (+/- 180 meters Scaled)
 RL1341
 RL1341                          SUPERSEDED SURVEY CONTROL
 RL1341
 RL1341  NGVD 29 (??/??/92)  339.561  (m)         1114.04   (f) ADJ UNCH    2 0
 RL1341
 RL1341.Superseded values are not recommended for survey control.
 RL1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1341.See file dsdata.txt to determine how the superseded data were derived.
 RL1341
 RL1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS955814(NAD 83)
 RL1341_MARKER: DB = BENCH MARK DISK
 RL1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1341_STAMPING: F 136 1948
 RL1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1341+STABILITY: SURFACE MOTION
 RL1341
 RL1341  HISTORY     - Date     Condition        Report By
 RL1341  HISTORY     - 1948     MONUMENTED       CGS
 RL1341  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1341
 RL1341                          STATION DESCRIPTION
 RL1341
 RL1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1341'10.1 MI SW FROM SILVER CITY.
 RL1341'ABOUT 2.6 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION
 RL1341'WITH STATE HIGHWAY 64 IN SILVER CITY, THENCE 4.5 MILES SOUTH ALONG
 RL1341'THE NONESUCH MINE ROAD, THENCE 3.0 MILES WEST ALONG AN OLD ROAD
 RL1341'LEADING WEST TO THE WHITE PINE EXTENSION MINE, 1.7 MILES WEST OF
 RL1341'A LOGGING CAMP, 0.2 MILE SOUTHWEST OF THE JUNCTION OF A DIM ROAD
 RL1341'WEST, 0.1 MILE WEST OF THE JUNCTION OF A DIM ROAD SOUTH, IN A SMALL
 RL1341'CLEARING AND AT A TURN IN THE ROAD WITH TANGENTS EAST AND SOUTH
 RL1341'AND THE JUNCTION OF A TRAIL LEADING WEST, 22 FEET SOUTH OF THE
 RL1341'CENTER OF THE TRAIL LEADING WEST, 33 FEET WEST OF THE CENTER LINE
 RL1341'OF THE SOUTH TANGENT, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RL1341'POST, 3 FEET ABOVE THE LEVEL OF THE ROAD WEST AND IN THE TOP OF A
 RL1341'CONCRETE POST PROJECTING 6 INCHES.  NOTE-- PROBABLY DESTROYED BY
 RL1341'ROAD CONSTRUCTION IN AREA.
 RL1341
 RL1341                          STATION RECOVERY (2004)
 RL1341
 RL1341'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0768 ***********************************************************************
 RL0768  DESIGNATION -  F 138
 RL0768  PID         -  RL0768
 RL0768  STATE/COUNTY-  MI/ONTONAGON
 RL0768  USGS QUAD   -  
 RL0768
 RL0768                         *CURRENT SURVEY CONTROL
 RL0768  ___________________________________________________________________
 RL0768* NAD 83(1986)-  46 32 18.     (N)    089 00 43.     (W)     SCALED    
 RL0768* NAVD 88     -       395.327  (meters)    1297.00   (feet)  ADJUSTED  
 RL0768  ___________________________________________________________________
 RL0768  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 RL0768  DYNAMIC HT  -         395.338 (meters)    1297.04  (feet)  COMP
 RL0768  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RL0768
 RL0768  VERT ORDER  -  SECOND    CLASS 0
 RL0768
 RL0768.The horizontal coordinates were scaled from a topographic map and have
 RL0768.an estimated accuracy of +/- 6 seconds.
 RL0768
 RL0768.The orthometric height was determined by differential leveling
 RL0768.and adjusted by the National Geodetic Survey in June 1991..
 RL0768
 RL0768.The geoid height was determined by GEOID03.
 RL0768
 RL0768.The dynamic height is computed by dividing the NAVD 88
 RL0768.geopotential number by the normal gravity value computed on the
 RL0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0768.degrees latitude (g = 980.6199 gals.).
 RL0768
 RL0768.The modeled gravity was interpolated from observed gravity values.
 RL0768
 RL0768;                    North         East    Units  Estimated Accuracy
 RL0768;SPC MI N     -   197,020.    7,845,700.      MT  (+/- 180 meters Scaled)
 RL0768
 RL0768                          SUPERSEDED SURVEY CONTROL
 RL0768
 RL0768  NGVD 29 (??/??/92)  395.342  (m)         1297.05   (f) ADJ UNCH    2 0
 RL0768
 RL0768.Superseded values are not recommended for survey control.
 RL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0768.See file dsdata.txt to determine how the superseded data were derived.
 RL0768
 RL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457558(NAD 83)
 RL0768_MARKER: DB = BENCH MARK DISK
 RL0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0768_STAMPING: F 138 1948
 RL0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0768+STABILITY: SURFACE MOTION
 RL0768
 RL0768  HISTORY     - Date     Condition        Report By
 RL0768  HISTORY     - 1948     MONUMENTED       CGS
 RL0768  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0768  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0768
 RL0768                          STATION DESCRIPTION
 RL0768
 RL0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0768'3.9 MI N FROM TROUT CREEK.
 RL0768'ABOUT 3.9 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0768'OFFICE AT TROUT CREEK, ABOUT 0.3 MILE SOUTH OF A SIDE ROAD
 RL0768'WEST, ABOUT 0.45 MILE NORTH OF A ROAD EAST, SET ALONG THE EAST
 RL0768'EDGE OF A LARGE OPEN FIELD, 23 FEET WEST OF THE CENTER LINE OF
 RL0768'THE ROAD, 64 FEET SOUTH OF A SMALL TWIN APPLE TREE, 62 FEET
 RL0768'WEST AND ACROSS THE ROAD FROM A POWER POLE, 37 FEET NORTHEAST
 RL0768'OF A STUMP AND ROCK PILE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL0768'POST, 2 FEET EAST OF THE FENCE LINE, 1 FOOT BELOW THE ROAD AND
 RL0768'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0768
 RL0768                          STATION RECOVERY (2001)
 RL0768
 RL0768'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0768'MARK NOT FOUND.
 RL0768
 RL0768                          STATION RECOVERY (2004)
 RL0768
 RL0768'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0749 ***********************************************************************
 RL0749  DESIGNATION -  F 139
 RL0749  PID         -  RL0749
 RL0749  STATE/COUNTY-  MI/ONTONAGON
 RL0749  USGS QUAD   -  
 RL0749
 RL0749                         *CURRENT SURVEY CONTROL
 RL0749  ___________________________________________________________________
 RL0749* NAD 83(1986)-  46 50 22.     (N)    089 06 05.     (W)     SCALED    
 RL0749* NAVD 88     -       262.905  (meters)     862.55   (feet)  ADJUSTED  
 RL0749  ___________________________________________________________________
 RL0749  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 RL0749  DYNAMIC HT  -         262.941 (meters)     862.67  (feet)  COMP
 RL0749  MODELED GRAV-     980,739.8   (mgal)                       NAVD 88
 RL0749
 RL0749  VERT ORDER  -  SECOND    CLASS 0
 RL0749
 RL0749.The horizontal coordinates were scaled from a topographic map and have
 RL0749.an estimated accuracy of +/- 6 seconds.
 RL0749
 RL0749.The orthometric height was determined by differential leveling
 RL0749.and adjusted by the National Geodetic Survey in June 1991..
 RL0749
 RL0749.The geoid height was determined by GEOID03.
 RL0749
 RL0749.The dynamic height is computed by dividing the NAVD 88
 RL0749.geopotential number by the normal gravity value computed on the
 RL0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0749.degrees latitude (g = 980.6199 gals.).
 RL0749
 RL0749.The modeled gravity was interpolated from observed gravity values.
 RL0749
 RL0749;                    North         East    Units  Estimated Accuracy
 RL0749;SPC MI N     -   230,650.    7,839,730.      MT  (+/- 180 meters Scaled)
 RL0749
 RL0749                          SUPERSEDED SURVEY CONTROL
 RL0749
 RL0749  NGVD 29 (??/??/92)  262.926  (m)          862.62   (f) ADJ UNCH    2 0
 RL0749
 RL0749.Superseded values are not recommended for survey control.
 RL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0749.See file dsdata.txt to determine how the superseded data were derived.
 RL0749
 RL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS397894(NAD 83)
 RL0749_MARKER: DB = BENCH MARK DISK
 RL0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0749_STAMPING: F 139 1948
 RL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0749+STABILITY: SURFACE MOTION
 RL0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0749+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 RL0749
 RL0749  HISTORY     - Date     Condition        Report By
 RL0749  HISTORY     - 1948     MONUMENTED       CGS
 RL0749  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0749  HISTORY     - 19960626 GOOD             USPSQD
 RL0749  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0749  HISTORY     - 20040718 GOOD             GEOCAC
 RL0749  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0749
 RL0749                          STATION DESCRIPTION
 RL0749
 RL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0749'4.6 MI N FROM GREENLAND.
 RL0749'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0749'AT GREENLAND, THENCE ABOUT 4.35 MILES NORTH ALONG A GRAVEL
 RL0749'ROAD, ABOUT 0.85 MILE SOUTH OF A ROAD EAST, AT A SMALL CLEARING
 RL0749'EAST OF ROAD AT THE JUNCTION OF A DIM ROAD EAST, 40 FEET EAST
 RL0749'OF THE CENTER LINE OF THE ROAD, 45 FEET SOUTH OF THE CENTER
 RL0749'LINE OF THE DIM ROAD EAST, 152 FEET SOUTH-SOUTHEAST OF THE
 RL0749'EAST END OF A 24-INCH PIPE CULVERT, 59 FEET NORTH OF THE PROLONGED
 RL0749'CENTER LINE OF A DIM ROAD WEST, 2 FEET SOUTH OF A WHITE WOODEN
 RL0749'WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 RL0749'CONCRETE POST PROJECTING 4 INCHES.
 RL0749
 RL0749                          STATION RECOVERY (1988)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0749'MARK NOT FOUND.
 RL0749
 RL0749                          STATION RECOVERY (1996)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0749'RECOVERED IN GOOD CONDITION.
 RL0749
 RL0749                          STATION RECOVERY (2001)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0749'MARK NOT FOUND.
 RL0749
 RL0749                          STATION RECOVERY (2004)
 RL0749
 RL0749'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0749'NAD 83(1986)-  46 50 22.3 (N) -  089 06 07.2 (W)  HANDHELD GPS
 RL0749' 
 RL0749'4.6 MILES NORTH OF GREENLAND.
 RL0749'ABOUT 3.95 MILES NORTH ALONG NORTH FIRESTEEL ROAD FROM THE JUNCTION
 RL0749'WITH M-38 TO MARK ON RIGHT, AT THE SOUTHWEST CORNER OF OLD WOODS ROAD
 RL0749'EAST.  ABOUT 0.85 MILES SOUTH OF THE JUNCTION WITH KANGAS ROAD EAST,
 RL0749'40 FT EAST OF ROAD C/L, 1 FT SOUTHWEST OF A METAL WITNESS POST WITH
 RL0749'SIGN AND PROJECTING 3-INCH'S ABOVE GROUND.
 RL0749' 
 RL0749' 
 RL0749
 RL0749                          STATION RECOVERY (2004)
 RL0749
 RL0749'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0749'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0219 ***********************************************************************
 PL0219  DESIGNATION -  F 14
 PL0219  PID         -  PL0219
 PL0219  STATE/COUNTY-  MI/WEXFORD
 PL0219  USGS QUAD   -  
 PL0219
 PL0219                         *CURRENT SURVEY CONTROL
 PL0219  ___________________________________________________________________
 PL0219* NAD 83(1986)-  44 26 47.     (N)    085 25 25.     (W)     SCALED    
 PL0219* NAVD 88     -       324.477  (meters)    1064.56   (feet)  ADJUSTED  
 PL0219  ___________________________________________________________________
 PL0219  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 PL0219  DYNAMIC HT  -         324.439 (meters)    1064.43  (feet)  COMP
 PL0219  MODELED GRAV-     980,493.1   (mgal)                       NAVD 88
 PL0219
 PL0219  VERT ORDER  -  FIRST     CLASS II
 PL0219
 PL0219.The horizontal coordinates were scaled from a topographic map and have
 PL0219.an estimated accuracy of +/- 6 seconds.
 PL0219
 PL0219.The orthometric height was determined by differential leveling
 PL0219.and adjusted by the National Geodetic Survey in June 1991..
 PL0219
 PL0219.The geoid height was determined by GEOID03.
 PL0219
 PL0219.The dynamic height is computed by dividing the NAVD 88
 PL0219.geopotential number by the normal gravity value computed on the
 PL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0219.degrees latitude (g = 980.6199 gals.).
 PL0219
 PL0219.The modeled gravity was interpolated from observed gravity values.
 PL0219
 PL0219;                    North         East    Units  Estimated Accuracy
 PL0219;SPC MI C     -   126,080.    5,915,870.      MT  (+/- 180 meters Scaled)
 PL0219
 PL0219                          SUPERSEDED SURVEY CONTROL
 PL0219
 PL0219  NGVD 29 (??/??/92)  324.566  (m)         1064.85   (f) ADJ UNCH    1 2
 PL0219
 PL0219.Superseded values are not recommended for survey control.
 PL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0219.See file dsdata.txt to determine how the superseded data were derived.
 PL0219
 PL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ254226(NAD 83)
 PL0219_MARKER: DB = BENCH MARK DISK
 PL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0219_STAMPING: ELEV 1064 847 FT F 14 1916
 PL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0219+STABILITY: SURFACE MOTION
 PL0219
 PL0219  HISTORY     - Date     Condition        Report By
 PL0219  HISTORY     - 1916     MONUMENTED       CGS
 PL0219  HISTORY     - 1934     GOOD             NGS
 PL0219  HISTORY     - 19960706 GOOD             USPSQD
 PL0219
 PL0219                          STATION DESCRIPTION
 PL0219
 PL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0219'3 MI N FROM MANTON.
 PL0219'3.0 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0219'AT MANTON, 0.6 MILES SOUTH OF HAIRE, 9 YARDS SOUTH OF MILEPOST
 PL0219'347, AND 44.0 FEET EAST OF THE EAST RAIL.  A STANDARD DISK,
 PL0219'STAMPED ELEV. 1064. 847 FT. F 14 1916 AND SET IN THE TOP OF A
 PL0219'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 PL0219
 PL0219                          STATION RECOVERY (1996)
 PL0219
 PL0219'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1220 ***********************************************************************
 RL1220  DESIGNATION -  F 140
 RL1220  PID         -  RL1220
 RL1220  STATE/COUNTY-  MI/GOGEBIC
 RL1220  USGS QUAD   -  WAKEFIELD (1975)
 RL1220
 RL1220                         *CURRENT SURVEY CONTROL
 RL1220  ___________________________________________________________________
 RL1220* NAD 83(1986)-  46 27 45.     (N)    089 53 11.     (W)     SCALED    
 RL1220* NAVD 88     -       482.743  (meters)    1583.80   (feet)  ADJUSTED  
 RL1220  ___________________________________________________________________
 RL1220  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1220  DYNAMIC HT  -         482.757 (meters)    1583.85  (feet)  COMP
 RL1220  MODELED GRAV-     980,627.4   (mgal)                       NAVD 88
 RL1220
 RL1220  VERT ORDER  -  SECOND    CLASS 0
 RL1220
 RL1220.The horizontal coordinates were scaled from a topographic map and have
 RL1220.an estimated accuracy of +/- 6 seconds.
 RL1220
 RL1220.The orthometric height was determined by differential leveling
 RL1220.and adjusted by the National Geodetic Survey in June 1991..
 RL1220
 RL1220.The geoid height was determined by GEOID03.
 RL1220
 RL1220.The dynamic height is computed by dividing the NAVD 88
 RL1220.geopotential number by the normal gravity value computed on the
 RL1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1220.degrees latitude (g = 980.6199 gals.).
 RL1220
 RL1220.The modeled gravity was interpolated from observed gravity values.
 RL1220
 RL1220;                    North         East    Units  Estimated Accuracy
 RL1220;SPC MI N     -   190,670.    7,778,350.      MT  (+/- 180 meters Scaled)
 RL1220
 RL1220                          SUPERSEDED SURVEY CONTROL
 RL1220
 RL1220  NGVD 29 (??/??/92)  482.753  (m)         1583.83   (f) ADJ UNCH    2 0
 RL1220
 RL1220.Superseded values are not recommended for survey control.
 RL1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1220.See file dsdata.txt to determine how the superseded data were derived.
 RL1220
 RL1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS783494(NAD 83)
 RL1220_MARKER: DB = BENCH MARK DISK
 RL1220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1220_STAMPING: F 140 1948
 RL1220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1220+STABILITY: SURFACE MOTION
 RL1220
 RL1220  HISTORY     - Date     Condition        Report By
 RL1220  HISTORY     - 1948     MONUMENTED       CGS
 RL1220  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1220  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1220
 RL1220                          STATION DESCRIPTION
 RL1220
 RL1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1220'2.6 MI SE FROM WAKEFIELD.
 RL1220'ABOUT 2.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1220'SCHOOL AT WAKEFIELD, 190 FEET EAST-SOUTHEAST OF THE CENTER OF
 RL1220'THE INTERSECTION OF AN EAST-WEST GRAVEL ROAD AND THE HIGHWAY,
 RL1220'88 FEET NORTH OF THE CENTER OF THE JUNCTION OF A ROAD SOUTH,
 RL1220'67 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 RL1220'SOUTHEAST OF A POWER POLE, 53 FEET NORTH OF THE NORTHWEST HEAD
 RL1220'WALL OF A 12-INCH PIPE CULVERT UNDER A DIM TRAIL NORTHEAST
 RL1220'CONNECTING THE ROAD EAST, 2 FEET NORTHWEST OF A WHITE WOODEN
 RL1220'WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 RL1220'CONCRETE POST PROJECTING 8 INCHES.
 RL1220
 RL1220                          STATION RECOVERY (1985)
 RL1220
 RL1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1220'MARK NOT FOUND.
 RL1220
 RL1220                          STATION RECOVERY (1987)
 RL1220
 RL1220'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0978 ***********************************************************************
 RL0978  DESIGNATION -  F 141
 RL0978  PID         -  RL0978
 RL0978  STATE/COUNTY-  MI/GOGEBIC
 RL0978  USGS QUAD   -  STAR LAKE (1982)
 RL0978
 RL0978                         *CURRENT SURVEY CONTROL
 RL0978  ___________________________________________________________________
 RL0978* NAD 83(1986)-  46 21 07.     (N)    089 29 19.     (W)     SCALED    
 RL0978* NAVD 88     -       472.538  (meters)    1550.32   (feet)  ADJUSTED  
 RL0978  ___________________________________________________________________
 RL0978  GEOID HEIGHT-         -31.07  (meters)                     GEOID03
 RL0978  DYNAMIC HT  -         472.550 (meters)    1550.36  (feet)  COMP
 RL0978  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 RL0978
 RL0978  VERT ORDER  -  SECOND    CLASS 0
 RL0978
 RL0978.The horizontal coordinates were scaled from a topographic map and have
 RL0978.an estimated accuracy of +/- 6 seconds.
 RL0978
 RL0978.The orthometric height was determined by differential leveling
 RL0978.and adjusted by the National Geodetic Survey in June 1991..
 RL0978
 RL0978.The geoid height was determined by GEOID03.
 RL0978
 RL0978.The dynamic height is computed by dividing the NAVD 88
 RL0978.geopotential number by the normal gravity value computed on the
 RL0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0978.degrees latitude (g = 980.6199 gals.).
 RL0978
 RL0978.The modeled gravity was interpolated from observed gravity values.
 RL0978
 RL0978;                    North         East    Units  Estimated Accuracy
 RL0978;SPC MI N     -   177,350.    7,808,500.      MT  (+/- 180 meters Scaled)
 RL0978
 RL0978                          SUPERSEDED SURVEY CONTROL
 RL0978
 RL0978  NGVD 29 (??/??/92)  472.554  (m)         1550.37   (f) ADJ UNCH    2 0
 RL0978
 RL0978.Superseded values are not recommended for survey control.
 RL0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0978.See file dsdata.txt to determine how the superseded data were derived.
 RL0978
 RL0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS085361(NAD 83)
 RL0978_MARKER: DB = BENCH MARK DISK
 RL0978_SETTING: 66 = SET IN ROCK OUTCROP
 RL0978_SP_SET: ROCK OUTCROP
 RL0978_STAMPING: F 141 1948
 RL0978_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0978+STABILITY: POSITION/ELEVATION WELL
 RL0978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0978+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1998
 RL0978
 RL0978  HISTORY     - Date     Condition        Report By
 RL0978  HISTORY     - 1948     MONUMENTED       CGS
 RL0978  HISTORY     - 19980428 GOOD             MIDT
 RL0978
 RL0978                          STATION DESCRIPTION
 RL0978
 RL0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0978'11.2 MI E FROM MARENISCO.
 RL0978'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0978'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0978'10.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, AT THE INTERSECTION
 RL0978'OF THE CHICAGO AND NORTH WESTERN RAILWAY, 336 FEET SOUTHEAST
 RL0978'AND ACROSS THE HIGHWAY FROM DEER TRAIL INN, 63 FEET SOUTHWEST
 RL0978'OF THE CENTER LINE OF THE HIGHWAY AT THE WEST RAIL OF THE
 RL0978'CROSSING, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 RL0978'IN A LARGE ROCK OUTCROP, ABOUT 15 FEET NORTH OF THE HIGH POINT
 RL0978'OF ROCK, ABOUT 5 FEET SOUTH OF THE NORTH EDGE OF ROCK AND ABOUT
 RL0978'2 1/2 FEET ABOVE THE ROAD.
 RL0978
 RL0978                          STATION RECOVERY (1998)
 RL0978
 RL0978'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RL0978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1044 ***********************************************************************
 RL1044  DESIGNATION -  F 142
 RL1044  PID         -  RL1044
 RL1044  STATE/COUNTY-  MI/GOGEBIC
 RL1044  USGS QUAD   -  STORMY LAKE (1982)
 RL1044
 RL1044                         *CURRENT SURVEY CONTROL
 RL1044  ___________________________________________________________________
 RL1044* NAD 83(1986)-  46 18 00.     (N)    089 16 38.     (W)     SCALED    
 RL1044* NAVD 88     -       511.271  (meters)    1677.39   (feet)  ADJUSTED  
 RL1044  ___________________________________________________________________
 RL1044  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RL1044  DYNAMIC HT  -         511.279 (meters)    1677.42  (feet)  COMP
 RL1044  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 RL1044
 RL1044  VERT ORDER  -  SECOND    CLASS 0
 RL1044
 RL1044.The horizontal coordinates were scaled from a topographic map and have
 RL1044.an estimated accuracy of +/- 6 seconds.
 RL1044
 RL1044.The orthometric height was determined by differential leveling
 RL1044.and adjusted by the National Geodetic Survey in June 1991..
 RL1044
 RL1044.The geoid height was determined by GEOID03.
 RL1044
 RL1044.The dynamic height is computed by dividing the NAVD 88
 RL1044.geopotential number by the normal gravity value computed on the
 RL1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1044.degrees latitude (g = 980.6199 gals.).
 RL1044
 RL1044.The modeled gravity was interpolated from observed gravity values.
 RL1044
 RL1044;                    North         East    Units  Estimated Accuracy
 RL1044;SPC MI N     -   171,090.    7,824,600.      MT  (+/- 180 meters Scaled)
 RL1044
 RL1044                          SUPERSEDED SURVEY CONTROL
 RL1044
 RL1044  NGVD 29 (??/??/92)  511.286  (m)         1677.44   (f) ADJ UNCH    2 0
 RL1044
 RL1044.Superseded values are not recommended for survey control.
 RL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1044.See file dsdata.txt to determine how the superseded data were derived.
 RL1044
 RL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS246299(NAD 83)
 RL1044_MARKER: DB = BENCH MARK DISK
 RL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1044_STAMPING: F 142 1948
 RL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1044+STABILITY: SURFACE MOTION
 RL1044
 RL1044  HISTORY     - Date     Condition        Report By
 RL1044  HISTORY     - 1948     MONUMENTED       CGS
 RL1044
 RL1044                          STATION DESCRIPTION
 RL1044
 RL1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1044'8.5 MI NW FROM WATERSMEET.
 RL1044'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL1044'AT WATERSMEET, THENCE ABOUT 5.85 MILES WEST ALONG U.S. HIGHWAY 2,
 RL1044'THENCE ABOUT 2.2 MILES NORTH ALONG WOLF LAKE ROAD (VERY DIM
 RL1044'ROAD), ABOUT 0.5 MILE NORTH OF A 14-FOOT WOODEN BRIDGE, ABOUT
 RL1044'0.3 MILE NORTH OF A ROAD EAST TO JOYCE LAKE, AT AN OLD LOG
 RL1044'LOADING GROUND, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL1044'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 RL1044'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 RL1044'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1105 ***********************************************************************
 RL1105  DESIGNATION -  F 143
 RL1105  PID         -  RL1105
 RL1105  STATE/COUNTY-  MI/ONTONAGON
 RL1105  USGS QUAD   -  
 RL1105
 RL1105                         *CURRENT SURVEY CONTROL
 RL1105  ___________________________________________________________________
 RL1105* NAD 83(1986)-  46 24 18.     (N)    089 13 47.     (W)     SCALED    
 RL1105* NAVD 88     -       402.721  (meters)    1321.26   (feet)  ADJUSTED  
 RL1105  ___________________________________________________________________
 RL1105  GEOID HEIGHT-         -31.51  (meters)                     GEOID03
 RL1105  DYNAMIC HT  -         402.737 (meters)    1321.31  (feet)  COMP
 RL1105  MODELED GRAV-     980,641.3   (mgal)                       NAVD 88
 RL1105
 RL1105  VERT ORDER  -  SECOND    CLASS 0
 RL1105
 RL1105.The horizontal coordinates were scaled from a topographic map and have
 RL1105.an estimated accuracy of +/- 6 seconds.
 RL1105
 RL1105.The orthometric height was determined by differential leveling
 RL1105.and adjusted by the National Geodetic Survey in June 1991..
 RL1105
 RL1105.The geoid height was determined by GEOID03.
 RL1105
 RL1105.The dynamic height is computed by dividing the NAVD 88
 RL1105.geopotential number by the normal gravity value computed on the
 RL1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1105.degrees latitude (g = 980.6199 gals.).
 RL1105
 RL1105.The modeled gravity was interpolated from observed gravity values.
 RL1105
 RL1105;                    North         East    Units  Estimated Accuracy
 RL1105;SPC MI N     -   182,650.    7,828,580.      MT  (+/- 180 meters Scaled)
 RL1105
 RL1105                          SUPERSEDED SURVEY CONTROL
 RL1105
 RL1105  NGVD 29 (??/??/92)  402.748  (m)         1321.35   (f) ADJ UNCH    2 0
 RL1105
 RL1105.Superseded values are not recommended for survey control.
 RL1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1105.See file dsdata.txt to determine how the superseded data were derived.
 RL1105
 RL1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS286414(NAD 83)
 RL1105_MARKER: DB = BENCH MARK DISK
 RL1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1105_STAMPING: F 143 1948
 RL1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1105+STABILITY: SURFACE MOTION
 RL1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1105+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 RL1105
 RL1105  HISTORY     - Date     Condition        Report By
 RL1105  HISTORY     - 1948     MONUMENTED       CGS
 RL1105  HISTORY     - 20010617 GOOD             USPSQD
 RL1105  HISTORY     - 20040924 GOOD             GEOCAC
 RL1105
 RL1105                          STATION DESCRIPTION
 RL1105
 RL1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1105'3 MI W FROM PAULDING.
 RL1105'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1105'AT PAULDING, THENCE ABOUT 2.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1105'ROAD, ABOUT 0.55 MILE SOUTHWEST OF A ROAD SOUTH TO THE PAULDING
 RL1105'FIRE LOOKOUT TOWER, ABOUT 0.2 MILE WEST OF A CROSS ROAD, ABOUT
 RL1105'0.5 MILE EAST OF A CROSS ROAD, ABOUT 0.1 MILE WEST OF THE CREST
 RL1105'OF A LOW RIDGE, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 RL1105'7 FEET WEST OF A TRIANGULAR BLAZED 9-INCH PINE TREE, 4 1/2 FEET
 RL1105'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 RL1105'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1105
 RL1105                          STATION RECOVERY (2001)
 RL1105
 RL1105'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1105'RECOVERED IN GOOD CONDITION.
 RL1105
 RL1105                          STATION RECOVERY (2004)
 RL1105
 RL1105'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1105'NAD 83 -  46 24 18.5 (N) -   089 13 46.5 (W) HANDHELD DGPS
 RL1105' 
 RL1105'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1105' 
 RL1105' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1050 ***********************************************************************
 RL1050  DESIGNATION -  F 144
 RL1050  PID         -  RL1050
 RL1050  STATE/COUNTY-  MI/ONTONAGON
 RL1050  USGS QUAD   -  STORMY LAKE (1982)
 RL1050
 RL1050                         *CURRENT SURVEY CONTROL
 RL1050  ___________________________________________________________________
 RL1050* NAD 83(1986)-  46 22 10.     (N)    089 16 54.     (W)     SCALED    
 RL1050* NAVD 88     -       493.838  (meters)    1620.20   (feet)  ADJUSTED  
 RL1050  ___________________________________________________________________
 RL1050  GEOID HEIGHT-         -31.33  (meters)                     GEOID03
 RL1050  DYNAMIC HT  -         493.856 (meters)    1620.26  (feet)  COMP
 RL1050  MODELED GRAV-     980,634.4   (mgal)                       NAVD 88
 RL1050
 RL1050  VERT ORDER  -  SECOND    CLASS 0
 RL1050
 RL1050.The horizontal coordinates were scaled from a topographic map and have
 RL1050.an estimated accuracy of +/- 6 seconds.
 RL1050
 RL1050.The orthometric height was determined by differential leveling
 RL1050.and adjusted by the National Geodetic Survey in June 1991..
 RL1050
 RL1050.The geoid height was determined by GEOID03.
 RL1050
 RL1050.The dynamic height is computed by dividing the NAVD 88
 RL1050.geopotential number by the normal gravity value computed on the
 RL1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1050.degrees latitude (g = 980.6199 gals.).
 RL1050
 RL1050.The modeled gravity was interpolated from observed gravity values.
 RL1050
 RL1050;                    North         East    Units  Estimated Accuracy
 RL1050;SPC MI N     -   178,810.    7,824,480.      MT  (+/- 180 meters Scaled)
 RL1050
 RL1050                          SUPERSEDED SURVEY CONTROL
 RL1050
 RL1050  NGVD 29 (??/??/92)  493.862  (m)         1620.28   (f) ADJ UNCH    2 0
 RL1050
 RL1050.Superseded values are not recommended for survey control.
 RL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1050.See file dsdata.txt to determine how the superseded data were derived.
 RL1050
 RL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS245376(NAD 83)
 RL1050_MARKER: DB = BENCH MARK DISK
 RL1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1050_STAMPING: F 144 1948
 RL1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1050+STABILITY: SURFACE MOTION
 RL1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1050+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1050
 RL1050  HISTORY     - Date     Condition        Report By
 RL1050  HISTORY     - 1948     MONUMENTED       CGS
 RL1050  HISTORY     - 20010617 GOOD             USPSQD
 RL1050  HISTORY     - 20040925 GOOD             GEOCAC
 RL1050
 RL1050                          STATION DESCRIPTION
 RL1050
 RL1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1050'7.9 MI SW FROM PAULDING.
 RL1050'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1050'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1050'ROAD, THENCE ABOUT 1.95 MILES SOUTH ALONG A GRAVEL ROAD LEADING
 RL1050'TO COUNTY LINE LAKE, NEAR THE TOP OF A GRADE, AT THE BREAK OF
 RL1050'GRADE DECENDING SOUTH, 40 FEET WEST AND ACROSS THE ROAD FROM A
 RL1050'TRIANGULAR BLAZED 22-INCH HARD MAPLE TREE, 28 FEET WEST OF
 RL1050'THE CENTER LINE OF THE ROAD, 17 FEET SOUTH OF A TRIANGULAR
 RL1050'BLAZED 20-INCH HEMLOCK TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN
 RL1050'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 RL1050'CONCRETE POST PROJECTING 6 INCHES.
 RL1050
 RL1050                          STATION RECOVERY (2001)
 RL1050
 RL1050'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1050'RECOVERED IN GOOD CONDITION.
 RL1050
 RL1050                          STATION RECOVERY (2004)
 RL1050
 RL1050'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1050'NAD 83 -  46 22 09.5 (N) -  089 16 55.4 (W)  HANDHELD DGPS
 RL1050' 
 RL1050'LOCATED 0.25 MILE SOUTH OF ROAD NORTH, FR 6964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1252 ***********************************************************************
 RL1252  DESIGNATION -  F 145
 RL1252  PID         -  RL1252
 RL1252  STATE/COUNTY-  MI/GOGEBIC
 RL1252  USGS QUAD   -  WAKEFIELD (1975)
 RL1252
 RL1252                         *CURRENT SURVEY CONTROL
 RL1252  ___________________________________________________________________
 RL1252* NAD 83(1986)-  46 22 35.     (N)    089 56 10.     (W)     SCALED    
 RL1252* NAVD 88     -       504.691  (meters)    1655.81   (feet)  ADJUSTED  
 RL1252  ___________________________________________________________________
 RL1252  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 RL1252  DYNAMIC HT  -         504.687 (meters)    1655.79  (feet)  COMP
 RL1252  MODELED GRAV-     980,590.0   (mgal)                       NAVD 88
 RL1252
 RL1252  VERT ORDER  -  SECOND    CLASS 0
 RL1252
 RL1252.The horizontal coordinates were scaled from a topographic map and have
 RL1252.an estimated accuracy of +/- 6 seconds.
 RL1252
 RL1252.The orthometric height was determined by differential leveling
 RL1252.and adjusted by the National Geodetic Survey in June 1991..
 RL1252
 RL1252.The geoid height was determined by GEOID03.
 RL1252
 RL1252.The dynamic height is computed by dividing the NAVD 88
 RL1252.geopotential number by the normal gravity value computed on the
 RL1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1252.degrees latitude (g = 980.6199 gals.).
 RL1252
 RL1252.The modeled gravity was interpolated from observed gravity values.
 RL1252
 RL1252;                    North         East    Units  Estimated Accuracy
 RL1252;SPC MI N     -   181,240.    7,774,180.      MT  (+/- 180 meters Scaled)
 RL1252
 RL1252                          SUPERSEDED SURVEY CONTROL
 RL1252
 RL1252  NGVD 29 (??/??/92)  504.680  (m)         1655.77   (f) ADJ UNCH    2 0
 RL1252
 RL1252.Superseded values are not recommended for survey control.
 RL1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1252.See file dsdata.txt to determine how the superseded data were derived.
 RL1252
 RL1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS742400(NAD 83)
 RL1252_MARKER: DB = BENCH MARK DISK
 RL1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1252_STAMPING: F 145 1948
 RL1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1252+STABILITY: SURFACE MOTION
 RL1252
 RL1252  HISTORY     - Date     Condition        Report By
 RL1252  HISTORY     - 1948     MONUMENTED       CGS
 RL1252  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1252  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1252  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1252  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1252  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1252
 RL1252                          STATION DESCRIPTION
 RL1252
 RL1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1252'7 MI S FROM WAKEFIELD.
 RL1252'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1252'HALL AT WAKEFIELD, THENCE ABOUT 6.35 MILES SOUTH ALONG CHANEY
 RL1252'LAKE ROAD, AT THE RUINS OF AN OLD HOUSE ON EAST SIDE OF ROAD,
 RL1252'65 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE NORTH
 RL1252'DRIVE WAY TO HOUSE, 103 FEET NORTHEAST OF THE JUNCTION OF THE
 RL1252'SOUTH DRIVE WAY TO HOUSE SITE, 47 FEET EAST OF THE CENTER
 RL1252'LINE OF THE ROAD, 18 FEET NORTH OF A WELL, ABOUT 3 1/2 FEET
 RL1252'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1252'6 INCHES.
 RL1252
 RL1252                          STATION RECOVERY (1978)
 RL1252
 RL1252'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (1985)
 RL1252
 RL1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (1988)
 RL1252
 RL1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (1996)
 RL1252
 RL1252'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1252'MARK NOT FOUND.
 RL1252
 RL1252                          STATION RECOVERY (2004)
 RL1252
 RL1252'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1252'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1166 ***********************************************************************
 RL1166  DESIGNATION -  F 146
 RL1166  PID         -  RL1166
 RL1166  STATE/COUNTY-  MI/GOGEBIC
 RL1166  USGS QUAD   -  GOGEBIC (1982)
 RL1166
 RL1166                         *CURRENT SURVEY CONTROL
 RL1166  ___________________________________________________________________
 RL1166* NAD 83(1986)-  46 20 34.     (N)    089 30 56.     (W)     SCALED    
 RL1166* NAVD 88     -       480.022  (meters)    1574.87   (feet)  ADJUSTED  
 RL1166  ___________________________________________________________________
 RL1166  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 RL1166  DYNAMIC HT  -         480.035 (meters)    1574.91  (feet)  COMP
 RL1166  MODELED GRAV-     980,625.4   (mgal)                       NAVD 88
 RL1166
 RL1166  VERT ORDER  -  SECOND    CLASS 0
 RL1166
 RL1166.The horizontal coordinates were scaled from a topographic map and have
 RL1166.an estimated accuracy of +/- 6 seconds.
 RL1166
 RL1166.The orthometric height was determined by differential leveling
 RL1166.and adjusted by the National Geodetic Survey in June 1991..
 RL1166
 RL1166.The geoid height was determined by GEOID03.
 RL1166
 RL1166.The dynamic height is computed by dividing the NAVD 88
 RL1166.geopotential number by the normal gravity value computed on the
 RL1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1166.degrees latitude (g = 980.6199 gals.).
 RL1166
 RL1166.The modeled gravity was interpolated from observed gravity values.
 RL1166
 RL1166;                    North         East    Units  Estimated Accuracy
 RL1166;SPC MI N     -   176,400.    7,806,400.      MT  (+/- 180 meters Scaled)
 RL1166
 RL1166                          SUPERSEDED SURVEY CONTROL
 RL1166
 RL1166  NGVD 29 (??/??/92)  480.037  (m)         1574.92   (f) ADJ UNCH    2 0
 RL1166
 RL1166.Superseded values are not recommended for survey control.
 RL1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1166.See file dsdata.txt to determine how the superseded data were derived.
 RL1166
 RL1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS064352(NAD 83)
 RL1166_MARKER: DB = BENCH MARK DISK
 RL1166_SETTING: 66 = SET IN ROCK OUTCROP
 RL1166_SP_SET: ROCK OUTCROP
 RL1166_STAMPING: F 146 1948
 RL1166_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1166+STABILITY: POSITION/ELEVATION WELL
 RL1166
 RL1166  HISTORY     - Date     Condition        Report By
 RL1166  HISTORY     - 1948     MONUMENTED       CGS
 RL1166
 RL1166                          STATION DESCRIPTION
 RL1166
 RL1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1166'1.4 MI SW FROM GOGEBIC STATION.
 RL1166'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM ITS CROSSING WITH
 RL1166'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1166'ABOUT 0.85 MILE SOUTHWEST ALONG A TRAIL, ABOUT 0.1 MILE NORTHEAST
 RL1166'OF A TRAIL EAST, ABOUT 0.85 MILE SOUTHWEST OF A TRAIL SOUTH,
 RL1166'30 FEET EAST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RL1166'11-INCH SPRUCE TREE, 12 FEET EAST OF THE CENTER LINE OF THE
 RL1166'ROAD, 8 1/2 FEET NORTH OF A TRIANGULAR BLAZED 9-INCH ASPEN TREE,
 RL1166'AND SET IN THE TOP OF A LARGE ROCK OUTCROP ABOUT 2 1/2 FEET
 RL1166'ABOVE THE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0894 ***********************************************************************
 RL0894  DESIGNATION -  F 147
 RL0894  PID         -  RL0894
 RL0894  STATE/COUNTY-  MI/ONTONAGON
 RL0894  USGS QUAD   -  
 RL0894
 RL0894                         *CURRENT SURVEY CONTROL
 RL0894  ___________________________________________________________________
 RL0894* NAD 83(1986)-  46 32 00.     (N)    089 16 53.     (W)     SCALED    
 RL0894* NAVD 88     -       349.368  (meters)    1146.22   (feet)  ADJUSTED  
 RL0894  ___________________________________________________________________
 RL0894  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 RL0894  DYNAMIC HT  -         349.383 (meters)    1146.27  (feet)  COMP
 RL0894  MODELED GRAV-     980,644.9   (mgal)                       NAVD 88
 RL0894
 RL0894  VERT ORDER  -  FIRST     CLASS II
 RL0894
 RL0894.The horizontal coordinates were scaled from a topographic map and have
 RL0894.an estimated accuracy of +/- 6 seconds.
 RL0894
 RL0894.The orthometric height was determined by differential leveling
 RL0894.and adjusted by the National Geodetic Survey in June 1991..
 RL0894.WARNING-Repeat measurements at this control monument indicate possible
 RL0894.vertical movement.
 RL0894
 RL0894.The geoid height was determined by GEOID03.
 RL0894
 RL0894.The dynamic height is computed by dividing the NAVD 88
 RL0894.geopotential number by the normal gravity value computed on the
 RL0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0894.degrees latitude (g = 980.6199 gals.).
 RL0894
 RL0894.The modeled gravity was interpolated from observed gravity values.
 RL0894
 RL0894;                    North         East    Units  Estimated Accuracy
 RL0894;SPC MI N     -   197,020.    7,825,020.      MT  (+/- 180 meters Scaled)
 RL0894
 RL0894                          SUPERSEDED SURVEY CONTROL
 RL0894
 RL0894  NGVD 29 (??/??/92)  349.398  (m)         1146.32   (f) ADJ UNCH    1 2
 RL0894
 RL0894.Superseded values are not recommended for survey control.
 RL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0894.See file dsdata.txt to determine how the superseded data were derived.
 RL0894
 RL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS250558(NAD 83)
 RL0894_MARKER: DB = BENCH MARK DISK
 RL0894_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 RL0894_SP_SET: BUILDING FOUNDATION
 RL0894_STAMPING: F 147 1948
 RL0894_MARK LOGO: CGS   
 RL0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0894+STABILITY: POSITION/ELEVATION WELL
 RL0894
 RL0894  HISTORY     - Date     Condition        Report By
 RL0894  HISTORY     - 1948     MONUMENTED       CGS
 RL0894  HISTORY     - 1985     GOOD             NGS
 RL0894  HISTORY     - 1987     GOOD             USPSQD
 RL0894  HISTORY     - 19890522 GOOD             MIDT
 RL0894  HISTORY     - 19960626 GOOD             USPSQD
 RL0894  HISTORY     - 20010615 GOOD             USPSQD
 RL0894  HISTORY     - 20040812 GOOD             USPSQD
 RL0894
 RL0894                          STATION DESCRIPTION
 RL0894
 RL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0894'AT EWEN.
 RL0894'AT EWEN, SET VERTICALLY IN THE NORTH FACE NEAR NORTHEAST
 RL0894'CORNER OF THE CONCRETE FOUNDATION OF THE STATE BANK OF EWEN
 RL0894'BUILDING, 0.5 FOOT WEST OF THE CORNER AND 1/2 FOOT ABOVE THE
 RL0894'GROUND.
 RL0894
 RL0894                          STATION RECOVERY (1985)
 RL0894
 RL0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0894'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN EWEN, AT
 RL0894'THE INTERSECTION OF CEDAR AND HEMLOCK STREETS, SET VERTICALLY IN THE
 RL0894'NORTH FACE OF THE CONCRETE FOUNDATION OF THE TWP COMMUNITY CENTER
 RL0894'BUILDING, 29.3 M (96.1 FT) EAST OF THE CENTER OF CEDAR STREET, 8.3 M
 RL0894'(27.2 FT) SOUTH OF THE CENTER OF HEMLOCK STREET, AND 0.2 M (0.7 FT)
 RL0894'WEST OF THE NORTHEAST CORNER OF THE BUILDING.
 RL0894'THE MARK IS 0.1 M ABOVE THE GROUND.
 RL0894
 RL0894                          STATION RECOVERY (1987)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (1989)
 RL0894
 RL0894'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (BRT)
 RL0894'RECOVERED AS DESCRIBED.
 RL0894
 RL0894                          STATION RECOVERY (1996)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (2001)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0894'RECOVERED IN GOOD CONDITION.
 RL0894
 RL0894                          STATION RECOVERY (2004)
 RL0894
 RL0894'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0549 ***********************************************************************
 RL0549  DESIGNATION -  F 148
 RL0549  PID         -  RL0549
 RL0549  STATE/COUNTY-  MI/HOUGHTON
 RL0549  USGS QUAD   -  PINE LAKE (1984)
 RL0549
 RL0549                         *CURRENT SURVEY CONTROL
 RL0549  ___________________________________________________________________
 RL0549* NAD 83(1986)-  46 58 04.     (N)    088 37 32.     (W)     SCALED    
 RL0549* NAVD 88     -       288.547  (meters)     946.67   (feet)  ADJUSTED  
 RL0549  ___________________________________________________________________
 RL0549  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 RL0549  DYNAMIC HT  -         288.573 (meters)     946.76  (feet)  COMP
 RL0549  MODELED GRAV-     980,695.1   (mgal)                       NAVD 88
 RL0549
 RL0549  VERT ORDER  -  SECOND    CLASS 0
 RL0549
 RL0549.The horizontal coordinates were scaled from a topographic map and have
 RL0549.an estimated accuracy of +/- 6 seconds.
 RL0549
 RL0549.The orthometric height was determined by differential leveling
 RL0549.and adjusted by the National Geodetic Survey in June 1991..
 RL0549
 RL0549.The geoid height was determined by GEOID03.
 RL0549
 RL0549.The dynamic height is computed by dividing the NAVD 88
 RL0549.geopotential number by the normal gravity value computed on the
 RL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0549.degrees latitude (g = 980.6199 gals.).
 RL0549
 RL0549.The modeled gravity was interpolated from observed gravity values.
 RL0549
 RL0549;                    North         East    Units  Estimated Accuracy
 RL0549;SPC MI N     -   244,060.    7,876,300.      MT  (+/- 180 meters Scaled)
 RL0549
 RL0549                          SUPERSEDED SURVEY CONTROL
 RL0549
 RL0549  NGVD 29 (??/??/92)  288.537  (m)          946.64   (f) ADJ UNCH    2 0
 RL0549
 RL0549.Superseded values are not recommended for survey control.
 RL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0549.See file dsdata.txt to determine how the superseded data were derived.
 RL0549
 RL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT763028(NAD 83)
 RL0549_MARKER: DB = BENCH MARK DISK
 RL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0549_STAMPING: F 148 1948
 RL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0549+STABILITY: SURFACE MOTION
 RL0549
 RL0549  HISTORY     - Date     Condition        Report By
 RL0549  HISTORY     - 1948     MONUMENTED       CGS
 RL0549  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0549
 RL0549                          STATION DESCRIPTION
 RL0549
 RL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0549'3.2 MI N FROM TAPIOLA.
 RL0549'3.15 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0549'AT THE JUNCTION OF A ROAD WEST, 46 FEET NORTHWEST OF THE CENTER
 RL0549'OF THE JUNCTION, 62 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM
 RL0549'POWER POLE NO. 6259, 42 FEET WEST OF THE CENTER LINE OF THE
 RL0549'ROAD, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 7 FEET
 RL0549'WEST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 1 1/2
 RL0549'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD
 RL0549'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0549
 RL0549                          STATION RECOVERY (2004)
 RL0549
 RL0549'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0551 ***********************************************************************
 RL0551  DESIGNATION -  F 149
 RL0551  PID         -  RL0551
 RL0551  STATE/COUNTY-  MI/HOUGHTON
 RL0551  USGS QUAD   -  PINE LAKE (1984)
 RL0551
 RL0551                         *CURRENT SURVEY CONTROL
 RL0551  ___________________________________________________________________
 RL0551* NAD 83(1986)-  46 56 29.     (N)    088 37 31.     (W)     SCALED    
 RL0551* NAVD 88     -       259.366  (meters)     850.94   (feet)  ADJUSTED  
 RL0551  ___________________________________________________________________
 RL0551  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 RL0551  DYNAMIC HT  -         259.387 (meters)     851.01  (feet)  COMP
 RL0551  MODELED GRAV-     980,687.7   (mgal)                       NAVD 88
 RL0551
 RL0551  VERT ORDER  -  SECOND    CLASS 0
 RL0551
 RL0551.The horizontal coordinates were scaled from a topographic map and have
 RL0551.an estimated accuracy of +/- 6 seconds.
 RL0551
 RL0551.The orthometric height was determined by differential leveling
 RL0551.and adjusted by the National Geodetic Survey in June 1991..
 RL0551
 RL0551.The geoid height was determined by GEOID03.
 RL0551
 RL0551.The dynamic height is computed by dividing the NAVD 88
 RL0551.geopotential number by the normal gravity value computed on the
 RL0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0551.degrees latitude (g = 980.6199 gals.).
 RL0551
 RL0551.The modeled gravity was interpolated from observed gravity values.
 RL0551
 RL0551;                    North         East    Units  Estimated Accuracy
 RL0551;SPC MI N     -   241,130.    7,876,270.      MT  (+/- 180 meters Scaled)
 RL0551
 RL0551                          SUPERSEDED SURVEY CONTROL
 RL0551
 RL0551  NGVD 29 (??/??/92)  259.355  (m)          850.90   (f) ADJ UNCH    2 0
 RL0551
 RL0551.Superseded values are not recommended for survey control.
 RL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0551.See file dsdata.txt to determine how the superseded data were derived.
 RL0551
 RL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS763999(NAD 83)
 RL0551_MARKER: DB = BENCH MARK DISK
 RL0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0551_STAMPING: F 149 1948
 RL0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0551+STABILITY: SURFACE MOTION
 RL0551
 RL0551  HISTORY     - Date     Condition        Report By
 RL0551  HISTORY     - 1948     MONUMENTED       CGS
 RL0551  HISTORY     - 1954     POOR             NGS
 RL0551  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0551
 RL0551                          STATION DESCRIPTION
 RL0551
 RL0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0551'1.3 MI N FROM TAPIOLA.
 RL0551'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0551'AT A DRIVE EAST TO A FARM HOUSE, 167 FEET NORTH-NORTHEAST OF THE
 RL0551'CENTER OF THE JUNCTION, 23 FEET EAST OF THE CENTER LINE OF THE
 RL0551'ROAD, 13 FEET SOUTHEAST OF POWER POLE NO. 6312, 17 FEET NORTH
 RL0551'OF THE NORTHWEST CORNER OF A ROCK GARGATE, 1/2 FOOT WEST OF THE
 RL0551'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2
 RL0551'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0551'PROJECTING 2 INCHES.  NOTE-- BENCH MARK HAS BEEN PARTIALLY
 RL0551'PUSHED OVER ALTHOUGH IT IS STILL FIRMLY IN THE GROUND AND THE
 RL0551'ELEVATION IS SUBSTANTIALLY THE SAME.
 RL0551
 RL0551                          STATION RECOVERY (1954)
 RL0551
 RL0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 RL0551'MARK RECOVERED IN POOR CONDITION.
 RL0551
 RL0551                          STATION RECOVERY (2004)
 RL0551
 RL0551'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0247 ***********************************************************************
 PL0247  DESIGNATION -  F 15
 PL0247  PID         -  PL0247
 PL0247  STATE/COUNTY-  MI/OSCEOLA
 PL0247  USGS QUAD   -  
 PL0247
 PL0247                         *CURRENT SURVEY CONTROL
 PL0247  ___________________________________________________________________
 PL0247* NAD 83(1986)-  44 01 00.     (N)    085 29 23.     (W)     SCALED    
 PL0247* NAVD 88     -       373.312  (meters)    1224.77   (feet)  ADJUSTED  
 PL0247  ___________________________________________________________________
 PL0247  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 PL0247  DYNAMIC HT  -         373.255 (meters)    1224.59  (feet)  COMP
 PL0247  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 PL0247
 PL0247  VERT ORDER  -  FIRST     CLASS II
 PL0247
 PL0247.The horizontal coordinates were scaled from a topographic map and have
 PL0247.an estimated accuracy of +/- 6 seconds.
 PL0247
 PL0247.The orthometric height was determined by differential leveling
 PL0247.and adjusted by the National Geodetic Survey in June 1991..
 PL0247
 PL0247.The geoid height was determined by GEOID03.
 PL0247
 PL0247.The dynamic height is computed by dividing the NAVD 88
 PL0247.geopotential number by the normal gravity value computed on the
 PL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0247.degrees latitude (g = 980.6199 gals.).
 PL0247
 PL0247.The modeled gravity was interpolated from observed gravity values.
 PL0247
 PL0247;                    North         East    Units  Estimated Accuracy
 PL0247;SPC MI C     -    78,410.    5,909,950.      MT  (+/- 180 meters Scaled)
 PL0247
 PL0247                          SUPERSEDED SURVEY CONTROL
 PL0247
 PL0247  NGVD 29 (??/??/92)  373.409  (m)         1225.09   (f) ADJ UNCH    1 2
 PL0247
 PL0247.Superseded values are not recommended for survey control.
 PL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0247.See file dsdata.txt to determine how the superseded data were derived.
 PL0247
 PL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP210748(NAD 83)
 PL0247_MARKER: P = PIPE CAP
 PL0247_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0247_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PL0247_STAMPING: ELEV 1225.093 FT F 15 1916
 PL0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0247
 PL0247  HISTORY     - Date     Condition        Report By
 PL0247  HISTORY     - 1916     MONUMENTED       CGS
 PL0247  HISTORY     - 1934     GOOD             NGS
 PL0247  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 PL0247  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0247
 PL0247                          STATION DESCRIPTION
 PL0247
 PL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0247'2.3 MI SW FROM LE ROY.
 PL0247'2.3 MILES SOUTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0247'STATION AT LE ROY, OPPOSITE MEADOW RIDGE FARM, AT AN EAST-AND-WEST
 PL0247'DIRT-ROAD CROSSING, 44.3 FEET NORTHWEST OF THE NORTHWEST
 PL0247'RAIL, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT A
 PL0247'FENCE CORNER.  A STANDARD CAP, STAMPED ELEV. 1225.093 FT. F 15
 PL0247'1916 AND FASTENED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 PL0247'PROJECTING 10 INCHES ABOVE GROUND.
 PL0247
 PL0247                          STATION RECOVERY (1994)
 PL0247
 PL0247'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0247'MARK NOT FOUND.
 PL0247
 PL0247                          STATION RECOVERY (2001)
 PL0247
 PL0247'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0337 ***********************************************************************
 RK0337  DESIGNATION -  F 150
 RK0337  PID         -  RK0337
 RK0337  STATE/COUNTY-  MI/MARQUETTE
 RK0337  USGS QUAD   -  DIORITE (1975)
 RK0337
 RK0337                         *CURRENT SURVEY CONTROL
 RK0337  ___________________________________________________________________
 RK0337* NAD 83(1986)-  46 37 17.     (N)    087 45 28.     (W)     SCALED    
 RK0337* NAVD 88     -       421.379  (meters)    1382.47   (feet)  ADJUSTED  
 RK0337  ___________________________________________________________________
 RK0337  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 RK0337  DYNAMIC HT  -         421.405 (meters)    1382.56  (feet)  COMP
 RK0337  MODELED GRAV-     980,662.0   (mgal)                       NAVD 88
 RK0337
 RK0337  VERT ORDER  -  SECOND    CLASS 0
 RK0337
 RK0337.The horizontal coordinates were scaled from a topographic map and have
 RK0337.an estimated accuracy of +/- 6 seconds.
 RK0337
 RK0337.The orthometric height was determined by differential leveling
 RK0337.and adjusted by the National Geodetic Survey in June 1991..
 RK0337
 RK0337.The geoid height was determined by GEOID03.
 RK0337
 RK0337.The dynamic height is computed by dividing the NAVD 88
 RK0337.geopotential number by the normal gravity value computed on the
 RK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0337.degrees latitude (g = 980.6199 gals.).
 RK0337
 RK0337.The modeled gravity was interpolated from observed gravity values.
 RK0337
 RK0337;                    North         East    Units  Estimated Accuracy
 RK0337;SPC MI N     -   204,570.    7,941,970.      MT  (+/- 180 meters Scaled)
 RK0337
 RK0337                          SUPERSEDED SURVEY CONTROL
 RK0337
 RK0337  NGVD 29 (??/??/92)  421.328  (m)         1382.31   (f) ADJ UNCH    2 0
 RK0337
 RK0337.Superseded values are not recommended for survey control.
 RK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0337.See file dsdata.txt to determine how the superseded data were derived.
 RK0337
 RK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS419633(NAD 83)
 RK0337_MARKER: DB = BENCH MARK DISK
 RK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0337_STAMPING: F 150 1948
 RK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0337+STABILITY: SURFACE MOTION
 RK0337
 RK0337  HISTORY     - Date     Condition        Report By
 RK0337  HISTORY     - 1948     MONUMENTED       CGS
 RK0337  HISTORY     - 1985     GOOD             NGS
 RK0337
 RK0337                          STATION DESCRIPTION
 RK0337
 RK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0337'16.7 MI NW FROM ISHPEMING.
 RK0337'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0337'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0337'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 1.35 MILES
 RK0337'SOUTHEAST ALONG A DIM ROAD, 0.3 MILE WEST OF A LOGGING ROAD
 RK0337'SOUTH, ALONG A VERY SHORT TANGENT BETWEEN TWO CURVE WITH TANGENTS
 RK0337'NORTHWEST AND EAST AND WEST AND SOUTHEAST, 31 FEET NORTH OF THE
 RK0337'CENTER LINE OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RK0337'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE
 RK0337'POST PROJECTING 5 INCHES.
 RK0337
 RK0337                          STATION RECOVERY (1985)
 RK0337
 RK0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0337'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0594 ***********************************************************************
 RL0594  DESIGNATION -  F 151
 RL0594  PID         -  RL0594
 RL0594  STATE/COUNTY-  MI/HOUGHTON
 RL0594  USGS QUAD   -  PELKIE (1985)
 RL0594
 RL0594                         *CURRENT SURVEY CONTROL
 RL0594  ___________________________________________________________________
 RL0594* NAD 83(1986)-  46 45 53.     (N)    088 44 16.     (W)     SCALED    
 RL0594* NAVD 88     -       248.422  (meters)     815.03   (feet)  ADJUSTED  
 RL0594  ___________________________________________________________________
 RL0594  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 RL0594  DYNAMIC HT  -         248.436 (meters)     815.08  (feet)  COMP
 RL0594  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RL0594
 RL0594  VERT ORDER  -  SECOND    CLASS 0
 RL0594
 RL0594.The horizontal coordinates were scaled from a topographic map and have
 RL0594.an estimated accuracy of +/- 6 seconds.
 RL0594
 RL0594.The orthometric height was determined by differential leveling
 RL0594.and adjusted by the National Geodetic Survey in June 1991..
 RL0594
 RL0594.The geoid height was determined by GEOID03.
 RL0594
 RL0594.The dynamic height is computed by dividing the NAVD 88
 RL0594.geopotential number by the normal gravity value computed on the
 RL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0594.degrees latitude (g = 980.6199 gals.).
 RL0594
 RL0594.The modeled gravity was interpolated from observed gravity values.
 RL0594
 RL0594;                    North         East    Units  Estimated Accuracy
 RL0594;SPC MI N     -   221,680.    7,867,270.      MT  (+/- 180 meters Scaled)
 RL0594
 RL0594                          SUPERSEDED SURVEY CONTROL
 RL0594
 RL0594  NGVD 29 (??/??/92)  248.408  (m)          814.99   (f) ADJ UNCH    2 0
 RL0594
 RL0594.Superseded values are not recommended for survey control.
 RL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0594.See file dsdata.txt to determine how the superseded data were derived.
 RL0594
 RL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS673804(NAD 83)
 RL0594_MARKER: DB = BENCH MARK DISK
 RL0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0594_STAMPING: F 151 1948
 RL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0594+STABILITY: SURFACE MOTION
 RL0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0594+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 RL0594
 RL0594  HISTORY     - Date     Condition        Report By
 RL0594  HISTORY     - 1948     MONUMENTED       CGS
 RL0594  HISTORY     - 20010709 GOOD             MIDT
 RL0594
 RL0594                          STATION DESCRIPTION
 RL0594
 RL0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0594'1 MI E FROM ALSTON.
 RL0594'1.0 MILE EAST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0594'ABOUT 0.2 MILE WEST OF A LARGE CONCRETE BRIDGE, AT THE
 RL0594'NORTHEAST CORNER OF THE BASEBALL PARK, 44 FEET EAST-SOUTHEAST
 RL0594'OF A POWER POLE WITH TRANSFORMER, 45 FEET SOUTH OF THE CENTER
 RL0594'LINE OF THE HIGHWAY, 18 FEET WEST OF THE CENTER LINE OF A DRIVE
 RL0594'SOUTH, 7 FEET SOUTH OF THE NORTHEAST CORNER OF THE FENCE AROUND
 RL0594'BALL PARK, 2 1/2 FEET EAST OF THE BALL PARK FENCE, 1 1/2 FEET
 RL0594'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 RL0594'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0594'INCHES.
 RL0594
 RL0594                          STATION RECOVERY (2001)
 RL0594
 RL0594'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0594'AT THE ALSTON FIRE STATION AND ALONG STATE HWY M-38,  97 FT N83W OF A
 RL0594'POWER POLE, 74 FT N66E OF THE NE CORNER OF THE FIRE STATION METAL
 RL0594'BUILDING, 62 FT N64W OF A LIGHT POLE, 45 FT SOUTH OF THE C/L OF HWY
 RL0594'M-38, 43.2 FT S78E OF A POWER POLE AND CARSONITE WITNESS POST, 21 FT
 RL0594'WEST OF THE C/L OF GRAVEL DRIVE, LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0612 ***********************************************************************
 RL0612  DESIGNATION -  F 152
 RL0612  PID         -  RL0612
 RL0612  STATE/COUNTY-  MI/HOUGHTON
 RL0612  USGS QUAD   -  
 RL0612
 RL0612                         *CURRENT SURVEY CONTROL
 RL0612  ___________________________________________________________________
 RL0612* NAD 83(1986)-  46 50 55.     (N)    088 51 48.     (W)     SCALED    
 RL0612* NAVD 88     -       375.821  (meters)    1233.01   (feet)  ADJUSTED  
 RL0612  ___________________________________________________________________
 RL0612  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 RL0612  DYNAMIC HT  -         375.845 (meters)    1233.08  (feet)  COMP
 RL0612  MODELED GRAV-     980,667.3   (mgal)                       NAVD 88
 RL0612
 RL0612  VERT ORDER  -  SECOND    CLASS 0
 RL0612
 RL0612.The horizontal coordinates were scaled from a topographic map and have
 RL0612.an estimated accuracy of +/- 6 seconds.
 RL0612
 RL0612.The orthometric height was determined by differential leveling
 RL0612.and adjusted by the National Geodetic Survey in June 1991..
 RL0612
 RL0612.The geoid height was determined by GEOID03.
 RL0612
 RL0612.The dynamic height is computed by dividing the NAVD 88
 RL0612.geopotential number by the normal gravity value computed on the
 RL0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0612.degrees latitude (g = 980.6199 gals.).
 RL0612
 RL0612.The modeled gravity was interpolated from observed gravity values.
 RL0612
 RL0612;                    North         East    Units  Estimated Accuracy
 RL0612;SPC MI N     -   231,220.    7,857,900.      MT  (+/- 180 meters Scaled)
 RL0612
 RL0612                          SUPERSEDED SURVEY CONTROL
 RL0612
 RL0612  NGVD 29 (??/??/92)  375.803  (m)         1232.95   (f) ADJ UNCH    2 0
 RL0612
 RL0612.Superseded values are not recommended for survey control.
 RL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0612.See file dsdata.txt to determine how the superseded data were derived.
 RL0612
 RL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS579900(NAD 83)
 RL0612_MARKER: DB = BENCH MARK DISK
 RL0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0612_STAMPING: F 152 1948
 RL0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0612+STABILITY: SURFACE MOTION
 RL0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0612+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0612
 RL0612  HISTORY     - Date     Condition        Report By
 RL0612  HISTORY     - 1948     MONUMENTED       CGS
 RL0612  HISTORY     - 20040515 GOOD             GEOCAC
 RL0612
 RL0612                          STATION DESCRIPTION
 RL0612
 RL0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0612'2.8 MI SE FROM WINONA.
 RL0612'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COPPER RANGE RAILROAD
 RL0612'STATION AT WINONA, THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE
 RL0612'HIGHWAY 26, THENCE ABOUT 2.25 MILES SOUTHEAST ALONG THE NISULA
 RL0612'ROAD, AT A HOUSE ON THE EAST SIDE OF ROAD, 156 FEET SOUTH OF
 RL0612'THE JUNCTION OF A ROAD WEST, 180 FEET NORTH-NORTHWEST OF THE
 RL0612'NORTHWEST CORNER OF THE HOUSE, 28 FEET EAST OF THE CENTER LINE
 RL0612'OF THE ROAD, 7 FEET WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A
 RL0612'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 RL0612'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0612
 RL0612                          STATION RECOVERY (2004)
 RL0612
 RL0612'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0612'NAD 83 -  46 50 54.9 (N) -  088 51 49.3 (W) GARMIN GPS V
 RL0612' 
 RL0612'MARK IS LOCATED ALONG PIKE LAKE ROAD, 1.5 FT NORTH OF A MWP + SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0501 ***********************************************************************
 RL0501  DESIGNATION -  F 153
 RL0501  PID         -  RL0501
 RL0501  STATE/COUNTY-  MI/HOUGHTON
 RL0501  USGS QUAD   -  DONKEN (1982)
 RL0501
 RL0501                         *CURRENT SURVEY CONTROL
 RL0501  ___________________________________________________________________
 RL0501* NAD 83(1986)-  46 53 47.     (N)    088 51 06.     (W)     SCALED    
 RL0501* NAVD 88     -       366.052  (meters)    1200.96   (feet)  ADJUSTED  
 RL0501  ___________________________________________________________________
 RL0501  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 RL0501  DYNAMIC HT  -         366.087 (meters)    1201.07  (feet)  COMP
 RL0501  MODELED GRAV-     980,698.3   (mgal)                       NAVD 88
 RL0501
 RL0501  VERT ORDER  -  FIRST     CLASS II
 RL0501
 RL0501.The horizontal coordinates were scaled from a topographic map and have
 RL0501.an estimated accuracy of +/- 6 seconds.
 RL0501
 RL0501.The orthometric height was determined by differential leveling
 RL0501.and adjusted by the National Geodetic Survey in June 1991..
 RL0501
 RL0501.The geoid height was determined by GEOID03.
 RL0501
 RL0501.The dynamic height is computed by dividing the NAVD 88
 RL0501.geopotential number by the normal gravity value computed on the
 RL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0501.degrees latitude (g = 980.6199 gals.).
 RL0501
 RL0501.The modeled gravity was interpolated from observed gravity values.
 RL0501
 RL0501;                    North         East    Units  Estimated Accuracy
 RL0501;SPC MI N     -   236,510.    7,858,920.      MT  (+/- 180 meters Scaled)
 RL0501
 RL0501                          SUPERSEDED SURVEY CONTROL
 RL0501
 RL0501  NGVD 29 (??/??/92)  366.042  (m)         1200.92   (f) ADJ UNCH    1 2
 RL0501
 RL0501.Superseded values are not recommended for survey control.
 RL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0501.See file dsdata.txt to determine how the superseded data were derived.
 RL0501
 RL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS589953(NAD 83)
 RL0501_MARKER: DB = BENCH MARK DISK
 RL0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0501_STAMPING: F 153 1948
 RL0501_MARK LOGO: CGS   
 RL0501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0501+STABILITY: SURFACE MOTION
 RL0501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0501+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 RL0501
 RL0501  HISTORY     - Date     Condition        Report By
 RL0501  HISTORY     - 1948     MONUMENTED       CGS
 RL0501  HISTORY     - 1977     GOOD             USGS
 RL0501  HISTORY     - 19960715 GOOD             MIDT
 RL0501
 RL0501                          STATION DESCRIPTION
 RL0501
 RL0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0501'1 MI NE FROM LAKE ROLAND.
 RL0501'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0501'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, AT A DIM ROAD
 RL0501'NORTHWEST CROSSING RAILROAD, ABOUT 0.1 MILE SOUTHWEST OF A ROAD
 RL0501'EAST AROUND THE NORTHEAST SHORE OF LAKE ROLAND, 58 FEET NORTHWEST
 RL0501'OF THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTH-SOUTHEAST OF THE
 RL0501'CROSSING OF THE DIM ROAD AND THE RAILROAD, 20 FEET SOUTHWEST
 RL0501'OF THE CENTER LINE OF THE DIM ROAD, 16 FEET EAST OF A POWER LINE
 RL0501'GUY POLE, 4 FEET NORTHEAST OF A SIGN HORNES CABINS 500 FEET,
 RL0501'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 RL0501'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0501'INCHES.
 RL0501
 RL0501                          STATION RECOVERY (1977)
 RL0501
 RL0501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0501'1.0 MI NE ALONG STATE HIGHWAY 26 FROM THE CROSSROADS AT LAKE ROLAND,
 RL0501'314 FT SOUTHWEST OF A ROAD EAST AROUND THE NORTHEAST SHORE OF LAKE
 RL0501'ROLAND, 58 FT NORTHWEST OF THE CENTERLINE OF HWY 26. 1 1/2 FT. EAST
 RL0501'OF A SMALL APPLE TREE.
 RL0501
 RL0501                          STATION RECOVERY (1996)
 RL0501
 RL0501'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0501'STATION IS LOCATED AT NORTHEAST EDGE OF TWIN LAKES, AT A POINT WHERE
 RL0501'LAKE ROLAND IS THE CLOSEST TO STATE HIGHWAY M-26.  TO REACH FROM THE
 RL0501'JUNCTION OF STATE HIGHWAY M-26 AND LAKE EMILY/POHONEN ROAD AT TWIN
 RL0501'LAKES FOLLOW M-26 NORTHEAST 1.590 KM (1.00 MI) TO THE MARK ON THE
 RL0501'LEFT.  STATION IS 18.0 M (59.1 FT) NORTHWEST OF THE CENTERLINE OF
 RL0501'M-26, 17.5 M (57.4 FT) SOUTHWEST OF A POWER POLE, 14 M (45.9 FT)
 RL0501'SOUTHEAST OF A ORV TRAIL (OLD RR GRADE) , 12.3 M (40.4 FT) NORTHWEST
 RL0501'OF THE EDGE OF THE HIGHWAY PAVEMENT, 7.0 M (23.0 FT) SOUTHWEST OF A
 RL0501'DIM WOODS TRAIL WEST, 0.5 M (1.6 FT) SOUTHEAST OF A OVERGROWN APPLE
 RL0501'TREE, 0.3 M (1.0 FT) SOUTHEAST OF A METAL WITNESS POST, 0.1 M (0.3 FT)
 RL0501'ABOVE THE CENTERLINE OF THE HIGHWAY AND FLUCH WITH THE LEVEL OF THE
 RL0501'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0638 ***********************************************************************
 RL0638  DESIGNATION -  F 154
 RL0638  PID         -  RL0638
 RL0638  STATE/COUNTY-  MI/HOUGHTON
 RL0638  USGS QUAD   -  
 RL0638
 RL0638                         *CURRENT SURVEY CONTROL
 RL0638  ___________________________________________________________________
 RL0638* NAD 83(1986)-  46 32 39.     (N)    088 46 27.     (W)     SCALED    
 RL0638* NAVD 88     -       413.058  (meters)    1355.17   (feet)  ADJUSTED  
 RL0638  ___________________________________________________________________
 RL0638  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 RL0638  DYNAMIC HT  -         413.068 (meters)    1355.21  (feet)  COMP
 RL0638  MODELED GRAV-     980,625.8   (mgal)                       NAVD 88
 RL0638
 RL0638  VERT ORDER  -  SECOND    CLASS 0
 RL0638
 RL0638.The horizontal coordinates were scaled from a topographic map and have
 RL0638.an estimated accuracy of +/- 6 seconds.
 RL0638
 RL0638.The orthometric height was determined by differential leveling
 RL0638.and adjusted by the National Geodetic Survey in June 1991..
 RL0638
 RL0638.The geoid height was determined by GEOID03.
 RL0638
 RL0638.The dynamic height is computed by dividing the NAVD 88
 RL0638.geopotential number by the normal gravity value computed on the
 RL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0638.degrees latitude (g = 980.6199 gals.).
 RL0638
 RL0638.The modeled gravity was interpolated from observed gravity values.
 RL0638
 RL0638;                    North         East    Units  Estimated Accuracy
 RL0638;SPC MI N     -   197,230.    7,863,940.      MT  (+/- 180 meters Scaled)
 RL0638
 RL0638                          SUPERSEDED SURVEY CONTROL
 RL0638
 RL0638  NGVD 29 (??/??/92)  413.059  (m)         1355.18   (f) ADJ UNCH    2 0
 RL0638
 RL0638.Superseded values are not recommended for survey control.
 RL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0638.See file dsdata.txt to determine how the superseded data were derived.
 RL0638
 RL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS639560(NAD 83)
 RL0638_MARKER: DB = BENCH MARK DISK
 RL0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0638_STAMPING: F 154 1948
 RL0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0638+STABILITY: SURFACE MOTION
 RL0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0638+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 RL0638
 RL0638  HISTORY     - Date     Condition        Report By
 RL0638  HISTORY     - 1948     MONUMENTED       CGS
 RL0638  HISTORY     - 20040617 GOOD             GEOCAC
 RL0638
 RL0638                          STATION DESCRIPTION
 RL0638
 RL0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0638'5.2 MI NW FROM SIDNAW.
 RL0638'4.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0638'PACIFIC RAILROAD FROM THE STATION AT SIDNAW, THENCE ABOUT 0.45
 RL0638'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.6 MILE EAST
 RL0638'AND NORTH ALONG A GRAVEL ROAD, ABOUT 0.2 MILE NORTH OF A CURVE
 RL0638'IN THE ROAD WITH TANGENTS NORTH AND WEST, AT THE NORTH END OF A
 RL0638'CUT, 20 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 70 FEET
 RL0638'NORTH OF THE CREST OF A KNOLL, 1 1/2 FEET SOUTH OF A WHITE
 RL0638'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0638'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0638
 RL0638                          STATION RECOVERY (2004)
 RL0638
 RL0638'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0638'NAD 83 -  46 32 43.5 (N) -  088 46 28.3 (W) GARMIN GPS V
 RL0638' 
 RL0638' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0018 ***********************************************************************
 RL0018  DESIGNATION -  F 155
 RL0018  PID         -  RL0018
 RL0018  STATE/COUNTY-  MI/MARQUETTE
 RL0018  USGS QUAD   -  MICHIGAMME (1956)
 RL0018
 RL0018                         *CURRENT SURVEY CONTROL
 RL0018  ___________________________________________________________________
 RL0018* NAD 83(1986)-  46 33 24.     (N)    088 00 09.     (W)     SCALED    
 RL0018* NAVD 88     -       479.169  (meters)    1572.07   (feet)  ADJUSTED  
 RL0018  ___________________________________________________________________
 RL0018  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 RL0018  DYNAMIC HT  -         479.187 (meters)    1572.13  (feet)  COMP
 RL0018  MODELED GRAV-     980,636.9   (mgal)                       NAVD 88
 RL0018
 RL0018  VERT ORDER  -  SECOND    CLASS 0
 RL0018
 RL0018.The horizontal coordinates were scaled from a topographic map and have
 RL0018.an estimated accuracy of +/- 6 seconds.
 RL0018
 RL0018.The orthometric height was determined by differential leveling
 RL0018.and adjusted by the National Geodetic Survey in June 1991..
 RL0018
 RL0018.The geoid height was determined by GEOID03.
 RL0018
 RL0018.The dynamic height is computed by dividing the NAVD 88
 RL0018.geopotential number by the normal gravity value computed on the
 RL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0018.degrees latitude (g = 980.6199 gals.).
 RL0018
 RL0018.The modeled gravity was interpolated from observed gravity values.
 RL0018
 RL0018;                    North         East    Units  Estimated Accuracy
 RL0018;SPC MI N     -   197,580.    7,923,130.      MT  (+/- 180 meters Scaled)
 RL0018
 RL0018                          SUPERSEDED SURVEY CONTROL
 RL0018
 RL0018  NGVD 29 (??/??/92)  479.107  (m)         1571.87   (f) ADJ UNCH    2 0
 RL0018
 RL0018.Superseded values are not recommended for survey control.
 RL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0018.See file dsdata.txt to determine how the superseded data were derived.
 RL0018
 RL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS231563(NAD 83)
 RL0018_MARKER: DB = BENCH MARK DISK
 RL0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0018_SP_SET: ABUTMENT
 RL0018_STAMPING: F 155 1948
 RL0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0018+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 RL0018
 RL0018  HISTORY     - Date     Condition        Report By
 RL0018  HISTORY     - 1948     MONUMENTED       CGS
 RL0018  HISTORY     - 1985     GOOD             NGS
 RL0018  HISTORY     - 20050718 GOOD             GEOCAC
 RL0018
 RL0018                          STATION DESCRIPTION
 RL0018
 RL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0018'4.2 MI NW FROM CHAMPION.
 RL0018'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0018'AT CHAMPION, THENCE 1.9 MILES NORTHWEST ALONG HURON BAY GRADE,
 RL0018'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 65-FOOT
 RL0018'CONCRETE BRIDGE OVER PESHEKEE RIVER, 11 FEET EAST OF THE CENTER
 RL0018'LINE OF THE ROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 RL0018
 RL0018                          STATION RECOVERY (1985)
 RL0018
 RL0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0018'RECOVERED IN GOOD CONDITION.
 RL0018
 RL0018                          STATION RECOVERY (2005)
 RL0018
 RL0018'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0018'NAD 83(1986)-  46 33 23.9 (N)    088 00 10.3 (W)   HANDHELD GPS
 RL0018' 
 RL0018'NOTE - USGS STREAM FLOW GAGING SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0289 ***********************************************************************
 RK0289  DESIGNATION -  F 156
 RK0289  PID         -  RK0289
 RK0289  STATE/COUNTY-  MI/MARQUETTE
 RK0289  USGS QUAD   -  NEGAUNEE (1975)
 RK0289
 RK0289                         *CURRENT SURVEY CONTROL
 RK0289  ___________________________________________________________________
 RK0289* NAD 83(1986)-  46 33 10.     (N)    087 31 35.     (W)     SCALED    
 RK0289* NAVD 88     -       403.272  (meters)    1323.07   (feet)  ADJUSTED  
 RK0289  ___________________________________________________________________
 RK0289  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 RK0289  DYNAMIC HT  -         403.299 (meters)    1323.16  (feet)  COMP
 RK0289  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 RK0289
 RK0289  VERT ORDER  -  SECOND    CLASS 0
 RK0289
 RK0289.The horizontal coordinates were scaled from a topographic map and have
 RK0289.an estimated accuracy of +/- 6 seconds.
 RK0289
 RK0289.The orthometric height was determined by differential leveling
 RK0289.and adjusted by the National Geodetic Survey in June 1991..
 RK0289
 RK0289.The geoid height was determined by GEOID03.
 RK0289
 RK0289.The dynamic height is computed by dividing the NAVD 88
 RK0289.geopotential number by the normal gravity value computed on the
 RK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0289.degrees latitude (g = 980.6199 gals.).
 RK0289
 RK0289.The modeled gravity was interpolated from observed gravity values.
 RK0289
 RK0289;                    North         East    Units  Estimated Accuracy
 RK0289;SPC MI N     -   196,800.    7,959,640.      MT  (+/- 180 meters Scaled)
 RK0289
 RK0289                          SUPERSEDED SURVEY CONTROL
 RK0289
 RK0289  NGVD 29 (??/??/92)  403.218  (m)         1322.89   (f) ADJ UNCH    2 0
 RK0289
 RK0289.Superseded values are not recommended for survey control.
 RK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0289.See file dsdata.txt to determine how the superseded data were derived.
 RK0289
 RK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS596556(NAD 83)
 RK0289_MARKER: DB = BENCH MARK DISK
 RK0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0289_STAMPING: F 156 1948
 RK0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0289+STABILITY: SURFACE MOTION
 RK0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0289+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 RK0289
 RK0289  HISTORY     - Date     Condition        Report By
 RK0289  HISTORY     - 1948     MONUMENTED       CGS
 RK0289  HISTORY     - 1985     GOOD             NGS
 RK0289  HISTORY     - 19940717 GOOD             USPSQD
 RK0289  HISTORY     - 20011011 GOOD             USPSQD
 RK0289  HISTORY     - 20041009 GOOD             USPSQD
 RK0289  HISTORY     - 20060716 GOOD             USPSQD
 RK0289
 RK0289                          STATION DESCRIPTION
 RK0289
 RK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0289'7.1 MI NW FROM MARQUETTE.
 RK0289'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0289'MARQUETTE, THENCE 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0289'0.3 MILES NORTHWEST OF A ROAD NORTHEAST, ON THE OUTSIDE OF A
 RK0289'LONG CURVE WITH TANGENTS WEST AND SOUTH-SOUTHEAST, 5 FEET
 RK0289'EAST-NORTHEAST OF THE EXTENDED CENTER LINE OF THE SOUTH-SOUTHEAST
 RK0289'TANGENT, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RK0289'7 YARDS SOUTHEAST OF THE SOUTHEAST END OF A SHORT FILL, 3 FEET
 RK0289'SOUTH OF A 4-INCH TRIANGULAR BLAZED OAK TREE, 2 FEET NORTHWEST
 RK0289'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RK0289'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RK0289
 RK0289                          STATION RECOVERY (1985)
 RK0289
 RK0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (1994)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (2001)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (2004)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0289'RECOVERED IN GOOD CONDITION.
 RK0289
 RK0289                          STATION RECOVERY (2006)
 RK0289
 RK0289'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0356 ***********************************************************************
 RK0356  DESIGNATION -  F 157
 RK0356  PID         -  RK0356
 RK0356  STATE/COUNTY-  MI/MARQUETTE
 RK0356  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0356
 RK0356                         *CURRENT SURVEY CONTROL
 RK0356  ___________________________________________________________________
 RK0356* NAD 83(1986)-  46 41 57.     (N)    087 40 10.     (W)     SCALED    
 RK0356* NAVD 88     -       333.135  (meters)    1092.96   (feet)  ADJUSTED  
 RK0356  ___________________________________________________________________
 RK0356  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 RK0356  DYNAMIC HT  -         333.157 (meters)    1093.03  (feet)  COMP
 RK0356  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 RK0356
 RK0356  VERT ORDER  -  SECOND    CLASS 0
 RK0356
 RK0356.The horizontal coordinates were scaled from a topographic map and have
 RK0356.an estimated accuracy of +/- 6 seconds.
 RK0356
 RK0356.The orthometric height was determined by differential leveling
 RK0356.and adjusted by the National Geodetic Survey in June 1991..
 RK0356
 RK0356.The geoid height was determined by GEOID03.
 RK0356
 RK0356.The dynamic height is computed by dividing the NAVD 88
 RK0356.geopotential number by the normal gravity value computed on the
 RK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0356.degrees latitude (g = 980.6199 gals.).
 RK0356
 RK0356.The modeled gravity was interpolated from observed gravity values.
 RK0356
 RK0356;                    North         East    Units  Estimated Accuracy
 RK0356;SPC MI N     -   213,150.    7,948,800.      MT  (+/- 180 meters Scaled)
 RK0356
 RK0356                          SUPERSEDED SURVEY CONTROL
 RK0356
 RK0356  NGVD 29 (??/??/92)  333.087  (m)         1092.80   (f) ADJ UNCH    2 0
 RK0356
 RK0356.Superseded values are not recommended for survey control.
 RK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0356.See file dsdata.txt to determine how the superseded data were derived.
 RK0356
 RK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS488719(NAD 83)
 RK0356_MARKER: DB = BENCH MARK DISK
 RK0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0356_STAMPING: F 157 1948
 RK0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0356+STABILITY: SURFACE MOTION
 RK0356
 RK0356  HISTORY     - Date     Condition        Report By
 RK0356  HISTORY     - 1948     MONUMENTED       CGS
 RK0356  HISTORY     - 19820820 MARK NOT FOUND   USGS
 RK0356
 RK0356                          STATION DESCRIPTION
 RK0356
 RK0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0356'6.9 MI W FROM BIRCH.
 RK0356'2.9 MILES NORTHWEST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0356'AND ISHPEMING RAILWAY STATION AT BIRCH, THENCE ABOUT 4.0 MILES
 RK0356'WEST AND SOUTHWEST ALONG A ROUGH DIRT ROAD, ABOUT 0.55 MILE WEST
 RK0356'OF A SMALL LOGGING CAMP, ABOUT 350 FEET WEST OF A LOG BRIDGE
 RK0356'OVER A SMALL STREAM, ABOUT 0.3 MILE WEST OF A ROAD SOUTH,
 RK0356'ABOUT 0.1 MILE WEST OF A DIM CROSSROAD, SET AT THE TOP OF A
 RK0356'SMALL SAND HILL AT THE NORTHWEST SIDE OF A SMALL CLEARING AND
 RK0356'AT THE JUNCTION OF A DIM TRAIL NORTHEAST, 27 FEET NORTHEAST
 RK0356'OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF AN 18-INCH
 RK0356'CROOKED BIRCH TREE, ABOUT 6 FEET NORTHWEST OF THE CENTER LINE
 RK0356'OF THE TRAIL NORTHEAST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RK0356'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0356'POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM THE POST
 RK0356'OFFICE AT MARQUETTE BY GOING ABOUT 6.05 MILES WEST ALONG U.S.
 RK0356'HIGHWAY 41, THENCE ABOUT 16.9 MILES NORTHWEST ALONG STATE
 RK0356'HIGHWAY 35, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A ROUGH DIRT
 RK0356'ROAD.
 RK0356
 RK0356                          STATION RECOVERY (1982)
 RK0356
 RK0356'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (RCP)
 RK0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0031 ***********************************************************************
 NG0031  DESIGNATION -  F 158
 NG0031  PID         -  NG0031
 NG0031  STATE/COUNTY-  MI/ALLEGAN
 NG0031  USGS QUAD   -  HAMILTON WEST (1981)
 NG0031
 NG0031                         *CURRENT SURVEY CONTROL
 NG0031  ___________________________________________________________________
 NG0031* NAD 83(1986)-  42 43 44.     (N)    086 01 51.     (W)     SCALED    
 NG0031* NAVD 88     -       206.154  (meters)     676.36   (feet)  ADJUSTED  
 NG0031  ___________________________________________________________________
 NG0031  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0031  DYNAMIC HT  -         206.102 (meters)     676.19  (feet)  COMP
 NG0031  MODELED GRAV-     980,362.8   (mgal)                       NAVD 88
 NG0031
 NG0031  VERT ORDER  -  SECOND    CLASS 0
 NG0031
 NG0031.The horizontal coordinates were scaled from a topographic map and have
 NG0031.an estimated accuracy of +/- 6 seconds.
 NG0031
 NG0031.The orthometric height was determined by differential leveling
 NG0031.and adjusted by the National Geodetic Survey in June 1991..
 NG0031
 NG0031.The geoid height was determined by GEOID03.
 NG0031
 NG0031.The dynamic height is computed by dividing the NAVD 88
 NG0031.geopotential number by the normal gravity value computed on the
 NG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0031.degrees latitude (g = 980.6199 gals.).
 NG0031
 NG0031.The modeled gravity was interpolated from observed gravity values.
 NG0031
 NG0031;                    North         East    Units  Estimated Accuracy
 NG0031;SPC MI S     -   137,850.    3,863,730.      MT  (+/- 180 meters Scaled)
 NG0031
 NG0031                          SUPERSEDED SURVEY CONTROL
 NG0031
 NG0031  NGVD 29 (??/??/92)  206.294  (m)          676.82   (f) ADJ UNCH    2 0
 NG0031
 NG0031.Superseded values are not recommended for survey control.
 NG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0031.See file dsdata.txt to determine how the superseded data were derived.
 NG0031
 NG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN793311(NAD 83)
 NG0031_MARKER: DB = BENCH MARK DISK
 NG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0031_STAMPING: F 158 1948
 NG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0031+STABILITY: SURFACE MOTION
 NG0031
 NG0031  HISTORY     - Date     Condition        Report By
 NG0031  HISTORY     - 1948     MONUMENTED       CGS
 NG0031  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0031  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0031
 NG0031                          STATION DESCRIPTION
 NG0031
 NG0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0031'1.2 MI W FROM OVERISEL.
 NG0031'1.15 MILES WEST ALONG COUNTY ROAD 442 FROM THE REFORMED CHURCH
 NG0031'AT OVERISEL, ABOUT 0.5 MILE NORTHEAST OF A NORTH-SOUTH CROSS
 NG0031'ROAD, AT A CURVE IN THE ROAD WITH TANGENTS SOUTHWEST AND EAST AND
 NG0031'THE JUNCTION OF A ROAD NORTHWEST, 63 FEET NORTH-NORTHWEST OF THE
 NG0031'CENTER LINE OF THE MAIN ROAD, 29 FEET SOUTHWEST OF THE CENTER
 NG0031'LINE OF THE ROAD NORTHWEST, 124 FEET WEST OF THE WEST END OF A
 NG0031'24-FOOT BRIDGE ON EAST TANGENT OF ROAD, 17 FEET SOUTH OF A FENCE
 NG0031'CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 NG0031'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0031'7 INCHES.  MARK MAY BE REACHED FROM FILLMORE BY GOING ABOUT 0.85
 NG0031'MILE NORTHEAST ALONG COUNTY ROAD 442 FROM ITS CROSSING WITH THE
 NG0031'CHESAPEAKE AND OHIO RAILWAY.
 NG0031
 NG0031                          STATION RECOVERY (1984)
 NG0031
 NG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0031'SEARCHED FOR AND NOT RECOVERED THIS DATE, ROAD CHANGED, KNOCKED OUT BY
 NG0031'ROAD CONSTRUCTION.
 NG0031
 NG0031                          STATION RECOVERY (1988)
 NG0031
 NG0031'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0991 ***********************************************************************
 NF0991  DESIGNATION -  F 159
 NF0991  PID         -  NF0991
 NF0991  STATE/COUNTY-  MI/OTTAWA
 NF0991  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0991
 NF0991                         *CURRENT SURVEY CONTROL
 NF0991  ___________________________________________________________________
 NF0991* NAD 83(1986)-  42 46 04.     (N)    085 50 29.     (W)     SCALED    
 NF0991* NAVD 88     -       223.627  (meters)     733.68   (feet)  ADJUSTED  
 NF0991  ___________________________________________________________________
 NF0991  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF0991  DYNAMIC HT  -         223.569 (meters)     733.49  (feet)  COMP
 NF0991  MODELED GRAV-     980,358.4   (mgal)                       NAVD 88
 NF0991
 NF0991  VERT ORDER  -  SECOND    CLASS 0
 NF0991
 NF0991.The horizontal coordinates were scaled from a topographic map and have
 NF0991.an estimated accuracy of +/- 6 seconds.
 NF0991
 NF0991.The orthometric height was determined by differential leveling
 NF0991.and adjusted by the National Geodetic Survey in June 1991..
 NF0991
 NF0991.The geoid height was determined by GEOID03.
 NF0991
 NF0991.The dynamic height is computed by dividing the NAVD 88
 NF0991.geopotential number by the normal gravity value computed on the
 NF0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0991.degrees latitude (g = 980.6199 gals.).
 NF0991
 NF0991.The modeled gravity was interpolated from observed gravity values.
 NF0991
 NF0991;                    North         East    Units  Estimated Accuracy
 NF0991;SPC MI S     -   141,880.    3,879,320.      MT  (+/- 180 meters Scaled)
 NF0991
 NF0991                          SUPERSEDED SURVEY CONTROL
 NF0991
 NF0991  NGVD 29 (??/??/92)  223.763  (m)          734.13   (f) ADJ UNCH    2 0
 NF0991
 NF0991.Superseded values are not recommended for survey control.
 NF0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0991.See file dsdata.txt to determine how the superseded data were derived.
 NF0991
 NF0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN947356(NAD 83)
 NF0991_MARKER: DB = BENCH MARK DISK
 NF0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0991_STAMPING: F 159 1948
 NF0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0991+STABILITY: SURFACE MOTION
 NF0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0991+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 NF0991
 NF0991  HISTORY     - Date     Condition        Report By
 NF0991  HISTORY     - 1948     MONUMENTED       CGS
 NF0991  HISTORY     - 20040709 GOOD             INDIV
 NF0991
 NF0991                          STATION DESCRIPTION
 NF0991
 NF0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0991'2.7 MI N FROM BURNIPS.
 NF0991'2.7 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0991'AT THE ALLEGAN-OTTAWA COUNTY LINE, SET IN THE NORTHEAST CORNER
 NF0991'OF THE COUNTY LINE CROSSROAD, 45 FEET EAST OF THE CENTER LINE
 NF0991'OF ROAD 653, 84 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 NF0991'LINE ROAD, 3 FEET NORTH OF TELEPHONE POLE NO. 622, 2 FEET WEST
 NF0991'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE
 NF0991'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0991
 NF0991                          STATION RECOVERY (2004)
 NF0991
 NF0991'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0991'NO TELEPHONE POLE NO. 622, NO WITNESS POST
 NF0991'ADDITIONAL TIES - 42.5' EAST OF CENTERLINE 24TH AVE.
 NF0991'                  78' NORTH OF CENTERLINE OTTOGAN ST.
 NF0991'                  2 IN. BELOW GROUND
 NF0991'                  63.5' WEST OF CENTERLINE BT DRIVE TO HOUSE NO. 2391
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0276 ***********************************************************************
 OK0276  DESIGNATION -  F 16
 OK0276  PID         -  OK0276
 OK0276  STATE/COUNTY-  MI/MECOSTA
 OK0276  USGS QUAD   -  CHIPPEWA LAKE SOUTH (1985)
 OK0276
 OK0276                         *CURRENT SURVEY CONTROL
 OK0276  ___________________________________________________________________
 OK0276* NAD 83(1986)-  43 38 16.     (N)    085 15 05.     (W)     SCALED    
 OK0276* NAVD 88     -       311.156  (meters)    1020.85   (feet)  ADJUSTED  
 OK0276  ___________________________________________________________________
 OK0276  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 OK0276  DYNAMIC HT  -         311.101 (meters)    1020.67  (feet)  COMP
 OK0276  MODELED GRAV-     980,431.4   (mgal)                       NAVD 88
 OK0276
 OK0276  VERT ORDER  -  FIRST     CLASS II
 OK0276
 OK0276.The horizontal coordinates were scaled from a topographic map and have
 OK0276.an estimated accuracy of +/- 6 seconds.
 OK0276
 OK0276.The orthometric height was determined by differential leveling
 OK0276.and adjusted by the National Geodetic Survey in June 1991..
 OK0276
 OK0276.The geoid height was determined by GEOID03.
 OK0276
 OK0276.The dynamic height is computed by dividing the NAVD 88
 OK0276.geopotential number by the normal gravity value computed on the
 OK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0276.degrees latitude (g = 980.6199 gals.).
 OK0276
 OK0276.The modeled gravity was interpolated from observed gravity values.
 OK0276
 OK0276;                    North         East    Units  Estimated Accuracy
 OK0276;SPC MI S     -   237,840.    3,928,610.      MT  (+/- 180 meters Scaled)
 OK0276
 OK0276                          SUPERSEDED SURVEY CONTROL
 OK0276
 OK0276  NGVD 29 (??/??/92)  311.272  (m)         1021.23   (f) ADJ UNCH    1 2
 OK0276
 OK0276.Superseded values are not recommended for survey control.
 OK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0276.See file dsdata.txt to determine how the superseded data were derived.
 OK0276
 OK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP410331(NAD 83)
 OK0276_MARKER: DB = BENCH MARK DISK
 OK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0276_STAMPING: F 16 1916
 OK0276_MARK LOGO: CGS   
 OK0276_PROJECTION: FLUSH
 OK0276_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0276+STABILITY: SURFACE MOTION
 OK0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0276+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0276
 OK0276  HISTORY     - Date     Condition        Report By
 OK0276  HISTORY     - 1916     MONUMENTED       CGS
 OK0276  HISTORY     - 1955     GOOD             NGS
 OK0276  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0276  HISTORY     - 19931207 GOOD             LOCENG
 OK0276  HISTORY     - 20010626 GOOD             USPSQD
 OK0276
 OK0276                          STATION DESCRIPTION
 OK0276
 OK0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 OK0276'1.4 MI NW FROM MECOSTA.
 OK0276'1.4 MILES NORTHWEST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0276'AT MECOSTA, 0.3 MILE SOUTHEAST OF MILEPOST 13, 400 YARDS NORTHWEST
 OK0276'OF THE SUMMIT, NORTHWEST OF A SHALLOW CUT, SOUTHEAST OF A LOW
 OK0276'FILL, 46.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1/2 FOOT
 OK0276'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV.
 OK0276'1021.232 FT. F 16 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0276'PROJECTING 9 INCHES ABOVE GROUND.
 OK0276
 OK0276                          STATION RECOVERY (1992)
 OK0276
 OK0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0276'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0276'ASSUMED DESTROYED.
 OK0276
 OK0276                          STATION RECOVERY (1993)
 OK0276
 OK0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (JCK)
 OK0276'1.7 MI (2.7 KM) NORTHWEST OF MECOSTA, AND 4.6 MILES (7.4 KM) SOUTHEAST
 OK0276'OF RODNEY AND IS IN SECTION 3, T-14-N, R-8-W, MORTON TOWNSHIP. TO
 OK0276'REACH FROM THE POST OFFICE IN MECOSTA, GO NORTHLY ON STATE HIGHWAY
 OK0276'M-20 FOR 0.85 MILES (1.37 KM) TO A FORK IN ROAD. TAKE THE RIGHT FORK
 OK0276'(80TH AVE)AND GO NORTHWESTERY AND NORTH FOR 0.5 MILES (0.8 KM) TO AN
 OK0276'ABANDON RAILROAD GRADE RUNNING NORTHWEST TO SOUTHEAST.  FOLLOW
 OK0276'RAILROAD GRADE NORTHWEST FOR 0.5 MILES (0.8 KM) TO STATION ON RIGHT,
 OK0276'STATION IS 49 FEET (14.9 M) NORTHEAST OF OLD RAILROAD GRADE, 3 FEET
 OK0276'(0.9 M) NORTHEAST OF FENCE, 1.0 FEET (0.3 M) SOUTHWEST OF METAL
 OK0276'WITNESS POST AND SIGN AND IS PROJECTING 5-INCHES ABOVE GROUND.
 OK0276
 OK0276                          STATION RECOVERY (2001)
 OK0276
 OK0276'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0117 ***********************************************************************
 RL0117  DESIGNATION -  F 160
 RL0117  PID         -  RL0117
 RL0117  STATE/COUNTY-  MI/BARAGA
 RL0117  USGS QUAD   -  ALBERTA (1985)
 RL0117
 RL0117                         *CURRENT SURVEY CONTROL
 RL0117  ___________________________________________________________________
 RL0117* NAD 83(1986)-  46 44 46.     (N)    088 25 54.     (W)     SCALED    
 RL0117* NAVD 88     -       259.951  (meters)     852.86   (feet)  ADJUSTED  
 RL0117  ___________________________________________________________________
 RL0117  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 RL0117  DYNAMIC HT  -         259.966 (meters)     852.91  (feet)  COMP
 RL0117  MODELED GRAV-     980,663.0   (mgal)                       NAVD 88
 RL0117
 RL0117  VERT ORDER  -  SECOND    CLASS 0
 RL0117
 RL0117.The horizontal coordinates were scaled from a topographic map and have
 RL0117.an estimated accuracy of +/- 6 seconds.
 RL0117
 RL0117.The orthometric height was determined by differential leveling
 RL0117.and adjusted by the National Geodetic Survey in June 1991..
 RL0117
 RL0117.The geoid height was determined by GEOID03.
 RL0117
 RL0117.The dynamic height is computed by dividing the NAVD 88
 RL0117.geopotential number by the normal gravity value computed on the
 RL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0117.degrees latitude (g = 980.6199 gals.).
 RL0117
 RL0117.The modeled gravity was interpolated from observed gravity values.
 RL0117
 RL0117;                    North         East    Units  Estimated Accuracy
 RL0117;SPC MI N     -   219,140.    7,890,610.      MT  (+/- 180 meters Scaled)
 RL0117
 RL0117                          SUPERSEDED SURVEY CONTROL
 RL0117
 RL0117  NGVD 29 (??/??/92)  259.924  (m)          852.77   (f) ADJ UNCH    2 0
 RL0117
 RL0117.Superseded values are not recommended for survey control.
 RL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0117.See file dsdata.txt to determine how the superseded data were derived.
 RL0117
 RL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS906779(NAD 83)
 RL0117_MARKER: DB = BENCH MARK DISK
 RL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0117_STAMPING: F 160 1948
 RL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0117+STABILITY: SURFACE MOTION
 RL0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0117+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2000
 RL0117
 RL0117  HISTORY     - Date     Condition        Report By
 RL0117  HISTORY     - 1948     MONUMENTED       CGS
 RL0117  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0117  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0117  HISTORY     - 20001106 GOOD             MIDT
 RL0117
 RL0117                          STATION DESCRIPTION
 RL0117
 RL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0117'1.2 MI E FROM L ANSE.
 RL0117'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0117'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, AT A CURVE
 RL0117'IN THE HIGHWAY WITH TANGENTS WEST AND SOUTHEAST AND THE JUNCTION
 RL0117'OF A GRAVEL ROAD EAST, 285 FEET EAST-NORTHEAST OF THE CENTER
 RL0117'OF THE JUNCTION, 34 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 RL0117'ROAD EAST, 92 FEET NORTH-NORTHEAST AND ACROSS THE GRAVEL ROAD
 RL0117'FROM THE CENTER LINE OF THE HIGHWAY, 63 FEET NORTH AND ACROSS
 RL0117'THE GRAVEL ROAD FROM A POWER POLE BETWEEN HIGHWAY AND GRAVEL
 RL0117'ROAD, 24 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 2 FEET
 RL0117'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE
 RL0117'GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0117'4 INCHES.
 RL0117
 RL0117                          STATION RECOVERY (1982)
 RL0117
 RL0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0117'MARK NOT FOUND.
 RL0117
 RL0117                          STATION RECOVERY (1992)
 RL0117
 RL0117'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0117'MARK NOT FOUND.
 RL0117
 RL0117                          STATION RECOVERY (2000)
 RL0117
 RL0117'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0117'L'ANSE, 0.45 MI EAST ALONG US-41 FROM THE M.D.O.T. SERVICE FACILITY,
 RL0117'THENCE 0.175 MI N ALONG DYNAMITE HILL RD, 94 FT S80E OF A CHAIN LINK
 RL0117'FENCE CORNER, 92 FT N OF ROAD C/L, 23 FT N60W OF TELEPHONE POLE 50414,
 RL0117'IN LINE WITH 4 WOOD POSTS, 1 FT ABOVE GROUND AND 2.5 FT ABOVE THE
 RL0117'ROAD, 1 FT N OF A WITNESS POST.  PROPERTY OWNER = L'ANSE MANF. CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0134 ***********************************************************************
 RL0134  DESIGNATION -  F 161
 RL0134  PID         -  RL0134
 RL0134  STATE/COUNTY-  MI/BARAGA
 RL0134  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0134
 RL0134                         *CURRENT SURVEY CONTROL
 RL0134  ___________________________________________________________________
 RL0134* NAD 83(1986)-  46 46 23.     (N)    088 09 44.     (W)     SCALED    
 RL0134* NAVD 88     -       439.658  (meters)    1442.44   (feet)  ADJUSTED  
 RL0134  ___________________________________________________________________
 RL0134  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 RL0134  DYNAMIC HT  -         439.674 (meters)    1442.50  (feet)  COMP
 RL0134  MODELED GRAV-     980,637.4   (mgal)                       NAVD 88
 RL0134
 RL0134  VERT ORDER  -  SECOND    CLASS 0
 RL0134
 RL0134.The horizontal coordinates were scaled from a topographic map and have
 RL0134.an estimated accuracy of +/- 6 seconds.
 RL0134
 RL0134.The orthometric height was determined by differential leveling
 RL0134.and adjusted by the National Geodetic Survey in June 1991..
 RL0134
 RL0134.The geoid height was determined by GEOID03.
 RL0134
 RL0134.The dynamic height is computed by dividing the NAVD 88
 RL0134.geopotential number by the normal gravity value computed on the
 RL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0134.degrees latitude (g = 980.6199 gals.).
 RL0134
 RL0134.The modeled gravity was interpolated from observed gravity values.
 RL0134
 RL0134;                    North         East    Units  Estimated Accuracy
 RL0134;SPC MI N     -   221,800.    7,911,240.      MT  (+/- 180 meters Scaled)
 RL0134
 RL0134                          SUPERSEDED SURVEY CONTROL
 RL0134
 RL0134  NGVD 29 (??/??/92)  439.617  (m)         1442.31   (f) ADJ UNCH    2 0
 RL0134
 RL0134.Superseded values are not recommended for survey control.
 RL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0134.See file dsdata.txt to determine how the superseded data were derived.
 RL0134
 RL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS112806(NAD 83)
 RL0134_MARKER: DB = BENCH MARK DISK
 RL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0134_STAMPING: F 161 1948
 RL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0134+STABILITY: SURFACE MOTION
 RL0134
 RL0134  HISTORY     - Date     Condition        Report By
 RL0134  HISTORY     - 1948     MONUMENTED       CGS
 RL0134
 RL0134                          STATION DESCRIPTION
 RL0134
 RL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0134'17 MI E FROM L ANSE.
 RL0134'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0134'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0134'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0134'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0134'2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2 MILE
 RL0134'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0134'THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH AND
 RL0134'ABOUT 1.0 MILE SOUTHEAST ALONG TRAILS, AT THE JUNCTION OF
 RL0134'TRAILS LEADING EAST AND NORTHEAST, 21 FEET EAST-NORTHEAST OF THE
 RL0134'CENTER LINE OF THE TRAIL LEADING SOUTH-SOUTHEAST, 110 FEET
 RL0134'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE TRAILS,
 RL0134'7 FEET NORTHWEST OF A TRIANGULAR BLAZED CROOKED MAPLE TREE,
 RL0134'2 FEET ABOVE THE TRAIL AND SET IN THE TOP OF A CONCRETE POST
 RL0134'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0937 ***********************************************************************
 NF0937  DESIGNATION -  F 162
 NF0937  PID         -  NF0937
 NF0937  STATE/COUNTY-  MI/ALLEGAN
 NF0937  USGS QUAD   -  MILLGROVE (1981)
 NF0937
 NF0937                         *CURRENT SURVEY CONTROL
 NF0937  ___________________________________________________________________
 NF0937* NAD 83(1986)-  42 33 04.     (N)    085 57 59.     (W)     SCALED    
 NF0937* NAVD 88     -       203.343  (meters)     667.13   (feet)  ADJUSTED  
 NF0937  ___________________________________________________________________
 NF0937  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NF0937  DYNAMIC HT  -         203.288 (meters)     666.95  (feet)  COMP
 NF0937  MODELED GRAV-     980,347.9   (mgal)                       NAVD 88
 NF0937
 NF0937  VERT ORDER  -  SECOND    CLASS 0
 NF0937
 NF0937.The horizontal coordinates were scaled from a topographic map and have
 NF0937.an estimated accuracy of +/- 6 seconds.
 NF0937
 NF0937.The orthometric height was determined by differential leveling
 NF0937.and adjusted by the National Geodetic Survey in June 1991..
 NF0937
 NF0937.The geoid height was determined by GEOID03.
 NF0937
 NF0937.The dynamic height is computed by dividing the NAVD 88
 NF0937.geopotential number by the normal gravity value computed on the
 NF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0937.degrees latitude (g = 980.6199 gals.).
 NF0937
 NF0937.The modeled gravity was interpolated from observed gravity values.
 NF0937
 NF0937;                    North         East    Units  Estimated Accuracy
 NF0937;SPC MI S     -   118,000.    3,868,630.      MT  (+/- 180 meters Scaled)
 NF0937
 NF0937                          SUPERSEDED SURVEY CONTROL
 NF0937
 NF0937  NGVD 29 (??/??/92)  203.484  (m)          667.60   (f) ADJ UNCH    2 0
 NF0937
 NF0937.Superseded values are not recommended for survey control.
 NF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0937.See file dsdata.txt to determine how the superseded data were derived.
 NF0937
 NF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN848114(NAD 83)
 NF0937_MARKER: DB = BENCH MARK DISK
 NF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0937_STAMPING: F 162 1948
 NF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0937+STABILITY: SURFACE MOTION
 NF0937
 NF0937  HISTORY     - Date     Condition        Report By
 NF0937  HISTORY     - 1948     MONUMENTED       CGS
 NF0937  HISTORY     - 1983     GOOD
 NF0937  HISTORY     - 1988     GOOD             USPSQD
 NF0937  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 NF0937  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0937
 NF0937                          STATION DESCRIPTION
 NF0937
 NF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0937'6.5 MI W FROM ALLEGAN.
 NF0937'6.5 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0937'ALLEGAN, ABOUT 0.75 MILE NORTHWEST OF A NORTH-SOUTH CROSS ROAD
 NF0937'AND PUBLIC HALL, ABOUT 0.75 MILE EAST OF A BRIDGE OVER SWAN RIVER,
 NF0937'ABOUT 0.25 MILE SOUTHEAST OF A CURVE SOUTHEAST AND WEST AND THE
 NF0937'JUNCTION OF A BLACK TOP ROAD EAST, AT THE Y JUNCTION OF A GRAVEL
 NF0937'ROAD NORTH, 45 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 NF0937'48 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 18 FEET
 NF0937'EAST-NORTHEAST OF A 28-INCH OAK TREE, 2 FEET EAST OF A WHITE
 NF0937'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 NF0937'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK IS ABOUT 6.7
 NF0937'MILES EAST ALONG STATE HIGHWAY 89 FROM ITS CROSSING WITH THE
 NF0937'CHESAPEAKE AND OHIO RAILWAY AT PEARL.
 NF0937
 NF0937                          STATION RECOVERY (1983)
 NF0937
 NF0937'RECOVERED 1983
 NF0937'RECOVERED IN GOOD CONDITION.
 NF0937
 NF0937                          STATION RECOVERY (1988)
 NF0937
 NF0937'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0937'RECOVERED IN GOOD CONDITION.
 NF0937
 NF0937                          STATION RECOVERY (1995)
 NF0937
 NF0937'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0937'MARK NOT FOUND.
 NF0937
 NF0937                          STATION RECOVERY (1997)
 NF0937
 NF0937'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0937'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0079 ***********************************************************************
 RL0079  DESIGNATION -  F 163
 RL0079  PID         -  RL0079
 RL0079  STATE/COUNTY-  MI/BARAGA
 RL0079  USGS QUAD   -  AURA (1984)
 RL0079
 RL0079                         *CURRENT SURVEY CONTROL
 RL0079  ___________________________________________________________________
 RL0079* NAD 83(1986)-  46 50 02.     (N)    088 21 42.     (W)     SCALED    
 RL0079* NAVD 88     -       249.101  (meters)     817.26   (feet)  ADJUSTED  
 RL0079  ___________________________________________________________________
 RL0079  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 RL0079  DYNAMIC HT  -         249.113 (meters)     817.30  (feet)  COMP
 RL0079  MODELED GRAV-     980,656.3   (mgal)                       NAVD 88
 RL0079
 RL0079  VERT ORDER  -  SECOND    CLASS 0
 RL0079
 RL0079.The horizontal coordinates were scaled from a topographic map and have
 RL0079.an estimated accuracy of +/- 6 seconds.
 RL0079
 RL0079.The orthometric height was determined by differential leveling
 RL0079.and adjusted by the National Geodetic Survey in June 1991..
 RL0079
 RL0079.The geoid height was determined by GEOID03.
 RL0079
 RL0079.The dynamic height is computed by dividing the NAVD 88
 RL0079.geopotential number by the normal gravity value computed on the
 RL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0079.degrees latitude (g = 980.6199 gals.).
 RL0079
 RL0079.The modeled gravity was interpolated from observed gravity values.
 RL0079
 RL0079;                    North         East    Units  Estimated Accuracy
 RL0079;SPC MI N     -   228,800.    7,896,130.      MT  (+/- 180 meters Scaled)
 RL0079
 RL0079                          SUPERSEDED SURVEY CONTROL
 RL0079
 RL0079  NGVD 29 (??/??/92)  249.068  (m)          817.15   (f) ADJ UNCH    2 0
 RL0079
 RL0079.Superseded values are not recommended for survey control.
 RL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0079.See file dsdata.txt to determine how the superseded data were derived.
 RL0079
 RL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS961876(NAD 83)
 RL0079_MARKER: DB = BENCH MARK DISK
 RL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0079_STAMPING: F 163 1948
 RL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0079+STABILITY: SURFACE MOTION
 RL0079
 RL0079  HISTORY     - Date     Condition        Report By
 RL0079  HISTORY     - 1948     MONUMENTED       CGS
 RL0079
 RL0079                          STATION DESCRIPTION
 RL0079
 RL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0079'8 MI NE FROM L ANSE.
 RL0079'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0079'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0079'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 3.55 MILES NORTHEAST
 RL0079'ALONG THE PEQUAMING ROAD, THENCE ABOUT 0.95 MILE EAST ALONG
 RL0079'COUNTY ROAD 635, ALONG A SHORT NORTHWEST-SOUTHEAST TANGENT IN
 RL0079'ROAD, AT A 1-STORY IMITATION BRICK HOUSE SOUTHWEST OF ROAD,
 RL0079'72 FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 19 FEET
 RL0079'SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 27 FEET
 RL0079'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST
 RL0079'OF THE SOUTHEAST END OF A 14-INCH PIPE CULVERT UNDER DRIVE,
 RL0079'3 FEET SOUTHEAST OF A FENCE CORNER, ABOUT LEVEL WITH THE ROAD
 RL0079'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0110 ***********************************************************************
 RL0110  DESIGNATION -  F 164
 RL0110  PID         -  RL0110
 RL0110  STATE/COUNTY-  MI/BARAGA
 RL0110  USGS QUAD   -  MC COMB CORNER (1984)
 RL0110
 RL0110                         *CURRENT SURVEY CONTROL
 RL0110  ___________________________________________________________________
 RL0110* NAD 83(1986)-  46 51 54.     (N)    088 04 56.     (W)     SCALED    
 RL0110* NAVD 88     -       216.962  (meters)     711.82   (feet)  ADJUSTED  
 RL0110  ___________________________________________________________________
 RL0110  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 RL0110  DYNAMIC HT  -         216.976 (meters)     711.86  (feet)  COMP
 RL0110  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 RL0110
 RL0110  VERT ORDER  -  SECOND    CLASS 0
 RL0110
 RL0110.The horizontal coordinates were scaled from a topographic map and have
 RL0110.an estimated accuracy of +/- 6 seconds.
 RL0110
 RL0110.The orthometric height was determined by differential leveling
 RL0110.and adjusted by the National Geodetic Survey in June 1991..
 RL0110
 RL0110.The geoid height was determined by GEOID03.
 RL0110
 RL0110.The dynamic height is computed by dividing the NAVD 88
 RL0110.geopotential number by the normal gravity value computed on the
 RL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0110.degrees latitude (g = 980.6199 gals.).
 RL0110
 RL0110.The modeled gravity was interpolated from observed gravity values.
 RL0110
 RL0110;                    North         East    Units  Estimated Accuracy
 RL0110;SPC MI N     -   231,930.    7,917,490.      MT  (+/- 180 meters Scaled)
 RL0110
 RL0110                          SUPERSEDED SURVEY CONTROL
 RL0110
 RL0110  NGVD 29 (??/??/92)  216.924  (m)          711.69   (f) ADJ UNCH    2 0
 RL0110
 RL0110.Superseded values are not recommended for survey control.
 RL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0110.See file dsdata.txt to determine how the superseded data were derived.
 RL0110
 RL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS175907(NAD 83)
 RL0110_MARKER: DB = BENCH MARK DISK
 RL0110_SETTING: 66 = SET IN ROCK OUTCROP
 RL0110_SP_SET: ROCK LEDGE
 RL0110_STAMPING: F 164 1948
 RL0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0110+STABILITY: POSITION/ELEVATION WELL
 RL0110
 RL0110  HISTORY     - Date     Condition        Report By
 RL0110  HISTORY     - 1948     MONUMENTED       CGS
 RL0110  HISTORY     - 20010101 GOOD             WOOLPT
 RL0110
 RL0110                          STATION DESCRIPTION
 RL0110
 RL0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0110'7 MI SE FROM SKANEE.
 RL0110'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0110'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD VIA
 RL0110'SKANEE HIGH SCHOOL TO MC COMBS CORNER, THENCE ABOUT 1.3 MILES
 RL0110'SOUTHEAST ALONG A DIRT ROAD LEADING TO FORD MOTOR COMPANY LUMBER
 RL0110'CAMP AT EAST END OF FORD MOTOR COMPANY RAILROAD, SET IN THE TOP
 RL0110'OF A ROCK LEDGE ON THE WEST BANK OF HURON RIVER, 89 FEET NORTH
 RL0110'OF THE NORTHWEST CORNER OF THE 125-FOOT WOODEN BRIDGE OVER THE
 RL0110'RIVER, 98 FEET EAST OF THE CENTER LINE OF DIM ROAD NORTH, 26
 RL0110'FEET SOUTHEAST OF A 19-INCH HEMLOCK TREE, ABOUT LEVEL WITH ROAD
 RL0110'AND SET IN A DRILL HOLE.
 RL0110
 RL0110                          STATION RECOVERY (2001)
 RL0110
 RL0110'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 RL0110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0132 ***********************************************************************
 RK0132  DESIGNATION -  F 165
 RK0132  PID         -  RK0132
 RK0132  STATE/COUNTY-  MI/MARQUETTE
 RK0132  USGS QUAD   -  MARQUETTE (1975)
 RK0132
 RK0132                         *CURRENT SURVEY CONTROL
 RK0132  ___________________________________________________________________
 RK0132* NAD 83(1986)-  46 35 11.     (N)    087 26 29.     (W)     SCALED    
 RK0132* NAVD 88     -       202.053  (meters)     662.90   (feet)  ADJUSTED  
 RK0132  ___________________________________________________________________
 RK0132  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 RK0132  DYNAMIC HT  -         202.072 (meters)     662.96  (feet)  COMP
 RK0132  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 RK0132
 RK0132  VERT ORDER  -  SECOND    CLASS 0
 RK0132
 RK0132.The horizontal coordinates were scaled from a topographic map and have
 RK0132.an estimated accuracy of +/- 6 seconds.
 RK0132
 RK0132.The orthometric height was determined by differential leveling
 RK0132.and adjusted by the National Geodetic Survey in June 1991..
 RK0132
 RK0132.The geoid height was determined by GEOID03.
 RK0132
 RK0132.The dynamic height is computed by dividing the NAVD 88
 RK0132.geopotential number by the normal gravity value computed on the
 RK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0132.degrees latitude (g = 980.6199 gals.).
 RK0132
 RK0132.The modeled gravity was interpolated from observed gravity values.
 RK0132
 RK0132;                    North         East    Units  Estimated Accuracy
 RK0132;SPC MI N     -   200,500.    7,966,180.      MT  (+/- 180 meters Scaled)
 RK0132
 RK0132                          SUPERSEDED SURVEY CONTROL
 RK0132
 RK0132  NGVD 29 (??/??/92)  202.015  (m)          662.78   (f) ADJ UNCH    2 0
 RK0132
 RK0132.Superseded values are not recommended for survey control.
 RK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0132.See file dsdata.txt to determine how the superseded data were derived.
 RK0132
 RK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS661592(NAD 83)
 RK0132_MARKER: DB = BENCH MARK DISK
 RK0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0132_SP_SET: CONCRETE BASE
 RK0132_STAMPING: F 165 1948
 RK0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0132+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2005
 RK0132
 RK0132  HISTORY     - Date     Condition        Report By
 RK0132  HISTORY     - 1948     MONUMENTED       CGS
 RK0132  HISTORY     - 1985     GOOD             NGS
 RK0132  HISTORY     - 20010331 GOOD             NGS
 RK0132  HISTORY     - 20050906 GOOD             USPSQD
 RK0132
 RK0132                          STATION DESCRIPTION
 RK0132
 RK0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0132'3.6 MI NW FROM MARQUETTE.
 RK0132'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0132'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 3.1 MILES
 RK0132'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.25 MILE SOUTHEAST
 RK0132'OF THE CROSSING OF THE LAKE SUPERIOR AND ISHPEMING RAILWAY, SET
 RK0132'IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE BASE FOR THE
 RK0132'SOUTHWEST BANISTER OF A 31-FOOT CONCRETE BRIDGE OVER COMPEAU
 RK0132'CREEK, 16 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8
 RK0132'INCHES NORTHWEST OF THE SOUTHEAST END OF THE BASE AND ABOUT
 RK0132'0.8 FOOT ABOVE THE ROAD.
 RK0132
 RK0132                          STATION RECOVERY (1985)
 RK0132
 RK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0132'RECOVERED IN GOOD CONDITION.
 RK0132
 RK0132                          STATION RECOVERY (2001)
 RK0132
 RK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0132'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0132
 RK0132                          STATION RECOVERY (2005)
 RK0132
 RK0132'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0401 ***********************************************************************
 NF0401  DESIGNATION -  F 167
 NF0401  PID         -  NF0401
 NF0401  STATE/COUNTY-  MI/KENT
 NF0401  USGS QUAD   -  ALTO (1978)
 NF0401
 NF0401                         *CURRENT SURVEY CONTROL
 NF0401  ___________________________________________________________________
 NF0401* NAD 83(1986)-  42 48 44.     (N)    085 27 28.     (W)     SCALED    
 NF0401* NAVD 88     -       235.713  (meters)     773.34   (feet)  ADJUSTED  
 NF0401  ___________________________________________________________________
 NF0401  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0401  DYNAMIC HT  -         235.647 (meters)     773.12  (feet)  COMP
 NF0401  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 NF0401
 NF0401  VERT ORDER  -  SECOND    CLASS 0
 NF0401
 NF0401.The horizontal coordinates were scaled from a topographic map and have
 NF0401.an estimated accuracy of +/- 6 seconds.
 NF0401
 NF0401.The orthometric height was determined by differential leveling
 NF0401.and adjusted by the National Geodetic Survey in June 1991..
 NF0401
 NF0401.The geoid height was determined by GEOID03.
 NF0401
 NF0401.The dynamic height is computed by dividing the NAVD 88
 NF0401.geopotential number by the normal gravity value computed on the
 NF0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0401.degrees latitude (g = 980.6199 gals.).
 NF0401
 NF0401.The modeled gravity was interpolated from observed gravity values.
 NF0401
 NF0401;                    North         East    Units  Estimated Accuracy
 NF0401;SPC MI S     -   146,340.    3,910,770.      MT  (+/- 180 meters Scaled)
 NF0401
 NF0401                          SUPERSEDED SURVEY CONTROL
 NF0401
 NF0401  NGVD 29 (??/??/92)  235.841  (m)          773.75   (f) ADJ UNCH    2 0
 NF0401
 NF0401.Superseded values are not recommended for survey control.
 NF0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0401.See file dsdata.txt to determine how the superseded data were derived.
 NF0401
 NF0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN260411(NAD 83)
 NF0401_MARKER: DB = BENCH MARK DISK
 NF0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0401_STAMPING: F 167 1948
 NF0401_MARK LOGO: CGS   
 NF0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0401+STABILITY: SURFACE MOTION
 NF0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0401+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1995
 NF0401
 NF0401  HISTORY     - Date     Condition        Report By
 NF0401  HISTORY     - 1948     MONUMENTED       CGS
 NF0401  HISTORY     - 1985     GOOD             USPSQD
 NF0401  HISTORY     - 1987     GOOD             USPSQD
 NF0401  HISTORY     - 1988     GOOD             USPSQD
 NF0401  HISTORY     - 1989     GOOD             USPSQD
 NF0401  HISTORY     - 19950531 GOOD             MI-081
 NF0401  HISTORY     - 19950531 GOOD             MI-081
 NF0401  HISTORY     - 19991009 GOOD             USPSQD
 NF0401  HISTORY     - 20010806 GOOD             NGS
 NF0401
 NF0401                          STATION DESCRIPTION
 NF0401
 NF0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0401'4.9 MI SW FROM MC CORDS.
 NF0401'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0401'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 4.1 MILES
 NF0401'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 84TH
 NF0401'STREET SE, 60 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
 NF0401'46 FEET EAST OF THE CENTER LINE OF WHITNEYVILLE AVENUE, 25
 NF0401'FEET WEST-NORTHWEST OF A 30-INCH OAK TREE, 24 FEET SOUTH-SOUTHEAST
 NF0401'OF A 30-INCH OAK TREE, 19 FEET EAST OF THE EAST END OF A 12-INCH
 NF0401'PIPE CULVERT, 4 1/2 FEET NORTH OF TELEPHONE POLE NO. 8/51,
 NF0401'1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 NF0401'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0401'3 INCHES.
 NF0401
 NF0401                          STATION RECOVERY (1985)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0401'MARK PROJECTS SIX INCHES ABOVE GROUND LEVEL. NO WITNESS POST.
 NF0401
 NF0401                          STATION RECOVERY (1987)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (1988)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (1989)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (1995)
 NF0401
 NF0401'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF0401'IN SECTION 14, T5N, R10W, CALEDONIA TOWNSHIP, 60 FEET (18.3 M)
 NF0401'NORTHEAST OF THE CENTERLINE OF WHITNEYVILLE AVENUE AND 84TH STREET.
 NF0401'I-96 AND CASCADE ROAD (EXIT 10) , TRAVEL EASTERLY 6.8 MILES (10.9 KM)
 NF0401'ALONG CASCADE ROAD TO WHITNEYVILLE AVENUE, SOUTH 5.7 MILES (9.2 KM) TO
 NF0401'84TH STREET.  THIS EXIT IS APPROXIMATELY 6.5 MILES (10.5 KM)
 NF0401'SOUTHEASTERLY ALONG I-196 AND I-96 FROM DOWNTOWN GRAND RAPIDS.  46
 NF0401'FEET (14.0 M) EAST OF CENTERLINE OF WHITNEYVILLE AVENUE, 24 FEET (7.3
 NF0401'M) WEST-NORTHWEST OF A 36-INCH OAK TREE, SOUTH-SOUTHEAST OF A 30-INCH
 NF0401'OAK TREE, 13 FEET (4.0 M) WEST-NORTHWEST OF A POWER POLE, 1 FOOT (0.3
 NF0401'M) SOUTH OF FIBERGLASS MARKER, POST PROJECTS 6 INCHES ABOVE THE
 NF0401'SURFACE OF GROUND.
 NF0401
 NF0401                          STATION RECOVERY (1995)
 NF0401
 NF0401'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF0401'STATION IS LOCATED IN SECTION 14, T-5-N, R-10-W, CALEDONIA TOWNSHIP.
 NF0401'ABOUT 60.0 FT (18.3 M) NORTHEAST OF THE CENTERLINE OF WHITNEYVILLE
 NF0401'AVENUE AND 84TH STREET. TO REACH FROM THE JUNCTION OF INTERSTATE
 NF0401'HIGHWAY 96 AND CASCADE ROAD (EXIT 40 WHICH IS APPROXIMATELY 6.5 MI
 NF0401'(10.5 KM) SOUTHEASTERLY ALONG HIGHWAYS I-96 AND I-196 FROM DOWNTOWN
 NF0401'GRAND RAPIDS) , TRAVEL EASTERLY 6.8 MI (10.9 KM) ALONG CASCADE ROAD TO
 NF0401'WHITNEYVILLE AVENUE.  TURN RIGHT AND GO SOUTHERLY FOR 5.7 MI (9.2 KM)
 NF0401'TO 84TH STREET. STATION PROJECTS ABOUT 6 INCHES ABOVE THE GROUND
 NF0401'SURFACE.  IT IS 46.0 FT (14.0 M) EAST OF THE CENTERLINE OF
 NF0401'WHITNEYVILLE AVENUE, 24.0 FT (7.3 M) WEST-NORTHWEST OF A 36.0 INCH OAK
 NF0401'TREE, 24.0 FT (7.3 M) SOUTH-SOUTHEAST OF A 30.0 INCH OAK TREE, 13.0 FT
 NF0401'(4.0 M) WEST-NORTHWEST OF A POWERPOLE, AND 1.0 FT (0.3 M) SOUTH OF A
 NF0401'CARSONITE WITNESS POST.
 NF0401
 NF0401                          STATION RECOVERY (1999)
 NF0401
 NF0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0401'RECOVERED IN GOOD CONDITION.
 NF0401
 NF0401                          STATION RECOVERY (2001)
 NF0401
 NF0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0325 ***********************************************************************
 NF0325  DESIGNATION -  F 168
 NF0325  PID         -  NF0325
 NF0325  STATE/COUNTY-  MI/IONIA
 NF0325  USGS QUAD   -  FREEPORT (1978)
 NF0325
 NF0325                         *CURRENT SURVEY CONTROL
 NF0325  ___________________________________________________________________
 NF0325* NAD 83(1986)-  42 51 11.     (N)    085 17 31.     (W)     SCALED    
 NF0325* NAVD 88     -       252.266  (meters)     827.64   (feet)  ADJUSTED  
 NF0325  ___________________________________________________________________
 NF0325  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF0325  DYNAMIC HT  -         252.195 (meters)     827.41  (feet)  COMP
 NF0325  MODELED GRAV-     980,333.3   (mgal)                       NAVD 88
 NF0325
 NF0325  VERT ORDER  -  SECOND    CLASS 0
 NF0325
 NF0325.The horizontal coordinates were scaled from a topographic map and have
 NF0325.an estimated accuracy of +/- 6 seconds.
 NF0325
 NF0325.The orthometric height was determined by differential leveling
 NF0325.and adjusted by the National Geodetic Survey in June 1991..
 NF0325
 NF0325.The geoid height was determined by GEOID03.
 NF0325
 NF0325.The dynamic height is computed by dividing the NAVD 88
 NF0325.geopotential number by the normal gravity value computed on the
 NF0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0325.degrees latitude (g = 980.6199 gals.).
 NF0325
 NF0325.The modeled gravity was interpolated from observed gravity values.
 NF0325
 NF0325;                    North         East    Units  Estimated Accuracy
 NF0325;SPC MI S     -   150,710.    3,924,380.      MT  (+/- 180 meters Scaled)
 NF0325
 NF0325                          SUPERSEDED SURVEY CONTROL
 NF0325
 NF0325  NGVD 29 (??/??/92)  252.389  (m)          828.05   (f) ADJ UNCH    2 0
 NF0325
 NF0325.Superseded values are not recommended for survey control.
 NF0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0325.See file dsdata.txt to determine how the superseded data were derived.
 NF0325
 NF0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN395459(NAD 83)
 NF0325_MARKER: DB = BENCH MARK DISK
 NF0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0325_STAMPING: F 168 1948
 NF0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0325+STABILITY: SURFACE MOTION
 NF0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0325+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2006
 NF0325
 NF0325  HISTORY     - Date     Condition        Report By
 NF0325  HISTORY     - 1948     MONUMENTED       CGS
 NF0325  HISTORY     - 1985     GOOD             USPSQD
 NF0325  HISTORY     - 1989     GOOD             USPSQD
 NF0325  HISTORY     - 20060303 GOOD             INDIV
 NF0325
 NF0325                          STATION DESCRIPTION
 NF0325
 NF0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0325'1 MI E FROM ELMDALE.
 NF0325'1.0 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0325'STATION AT ELMDALE, AT THE CROSSING OF HASTINGS ROAD, 60 FEET
 NF0325'NORTHEAST OF THE CENTER OF THE CROSSING, 45 FEET NORTH OF THE
 NF0325'NORTH RAIL, 41 FEET EAST OF THE CENTERLINE OF HASTINGS ROAD, 15
 NF0325'FEET SOUTH OF THE SOUTH DRIVE TO A HOUSE, 5 FEET WEST-SOUTHWEST
 NF0325'OF A TELEPHONE GUY POLE, 1 1/2 FEET EAST OF A WHITE WOODEN
 NF0325'WITNESS POST, 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 NF0325'CONCRETE POST PROJECTING 4 INCHES.
 NF0325
 NF0325                          STATION RECOVERY (1985)
 NF0325
 NF0325'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0325'RECOVERED IN GOOD CONDITION.
 NF0325
 NF0325                          STATION RECOVERY (1989)
 NF0325
 NF0325'RECOVERY NOTE BY US POWER SQUADRON 1989 (JK)
 NF0325'RECOVERED IN GOOD CONDITION.
 NF0325
 NF0325                          STATION RECOVERY (2006)
 NF0325
 NF0325'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NF0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0450 ***********************************************************************
 NF0450  DESIGNATION -  F 169
 NF0450  PID         -  NF0450
 NF0450  STATE/COUNTY-  MI/BARRY
 NF0450  USGS QUAD   -  HASTINGS (1982)
 NF0450
 NF0450                         *CURRENT SURVEY CONTROL
 NF0450  ___________________________________________________________________
 NF0450* NAD 83(1986)-  42 40 02.     (N)    085 20 38.     (W)     SCALED    
 NF0450* NAVD 88     -       248.465  (meters)     815.17   (feet)  ADJUSTED  
 NF0450  ___________________________________________________________________
 NF0450  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF0450  DYNAMIC HT  -         248.390 (meters)     814.93  (feet)  COMP
 NF0450  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 NF0450
 NF0450  VERT ORDER  -  SECOND    CLASS 0
 NF0450
 NF0450.This mark is at Hastings Airport (9D9)
 NF0450
 NF0450.The horizontal coordinates were scaled from a topographic map and have
 NF0450.an estimated accuracy of +/- 6 seconds.
 NF0450
 NF0450.The orthometric height was determined by differential leveling
 NF0450.and adjusted by the National Geodetic Survey in June 1991..
 NF0450
 NF0450.The geoid height was determined by GEOID03.
 NF0450
 NF0450.The dynamic height is computed by dividing the NAVD 88
 NF0450.geopotential number by the normal gravity value computed on the
 NF0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0450.degrees latitude (g = 980.6199 gals.).
 NF0450
 NF0450.The modeled gravity was interpolated from observed gravity values.
 NF0450
 NF0450;                    North         East    Units  Estimated Accuracy
 NF0450;SPC MI S     -   130,120.    3,919,900.      MT  (+/- 180 meters Scaled)
 NF0450
 NF0450                          SUPERSEDED SURVEY CONTROL
 NF0450
 NF0450  NGVD 29 (??/??/92)  248.588  (m)          815.58   (f) ADJ UNCH    2 0
 NF0450
 NF0450.Superseded values are not recommended for survey control.
 NF0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0450.See file dsdata.txt to determine how the superseded data were derived.
 NF0450
 NF0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN357251(NAD 83)
 NF0450_MARKER: DB = BENCH MARK DISK
 NF0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0450_STAMPING: F 169 1948
 NF0450_MARK LOGO: CGS   
 NF0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0450+STABILITY: SURFACE MOTION
 NF0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0450+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 NF0450
 NF0450  HISTORY     - Date     Condition        Report By
 NF0450  HISTORY     - 1948     MONUMENTED       CGS
 NF0450  HISTORY     - 1985     GOOD             USPSQD
 NF0450  HISTORY     - 1987     GOOD             USPSQD
 NF0450  HISTORY     - 19940312 GOOD             LOCENG
 NF0450  HISTORY     - 19940312 GOOD             MI-015
 NF0450  HISTORY     - 19970311 GOOD             USPSQD
 NF0450  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 NF0450
 NF0450                          STATION DESCRIPTION
 NF0450
 NF0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0450'9.8 MI SW FROM FREEPORT.
 NF0450'8.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT FREEPORT,
 NF0450'THENCE ABOUT 1.6 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD,
 NF0450'THENCE ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD, AT THE NORTHEAST
 NF0450'CORNER OF THE HASTINGS AIRPORT, 37 FEET SOUTH OF THE CENTER LINE
 NF0450'OF THE ROAD, 5 FEET WEST OF A FENCE LINE SOUTH, 9 FEET SOUTH OF A
 NF0450'FENCE LINE EAST, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0450'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0450'PROJECTING 2 INCHES.  MARK MAY BE REACHED FROM THE COURT HOUSE
 NF0450'AT HASTINGS, BARRY COUNTY BY GOING ABOUT 0.2 MILE SOUTH ALONG
 NF0450'STATE HIGHWAY 43, THENCE ABOUT 3.65 MILES NORTHWEST ALONG STATE
 NF0450'HIGHWAY 37, THENCE ABOUT 0.7 MILE NORTH ALONG A GRAVEL ROAD, THENCE
 NF0450'0.55 MILE EAST ALONG A GRAVEL ROAD.
 NF0450
 NF0450                          STATION RECOVERY (1985)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0450'WITNESS POST MISSING AND A ROW OF PINE TREES REPLACES NORTH-SOUTH
 NF0450'FENCE LINE.
 NF0450
 NF0450                          STATION RECOVERY (1987)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0450'RECOVERED IN GOOD CONDITION.
 NF0450
 NF0450                          STATION RECOVERY (1994)
 NF0450
 NF0450'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0450'DESCRIPTION IS ADEQUATE.  CARSONITE WITNESS POST INSTALLED AT STATION.
 NF0450
 NF0450                          STATION RECOVERY (1994)
 NF0450
 NF0450'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0450'RECOVERED IN GOOD CONDITION.  ADD--CARSONITE WITNESS POST INSTALLED.
 NF0450'LOCATED IN THE NORTHWEST 1/4 OF SECTION 11, RUTLAND TOWNSHIP.
 NF0450
 NF0450                          STATION RECOVERY (1997)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0450'RECOVERED IN GOOD CONDITION.
 NF0450
 NF0450                          STATION RECOVERY (2005)
 NF0450
 NF0450'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0450'ON AIRPORT PROPERTY, REPORTED AT BEING RELOCATED BY AIRPORT MANAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0335 ***********************************************************************
 OK0335  DESIGNATION -  F 17
 OK0335  PID         -  OK0335
 OK0335  STATE/COUNTY-  MI/MONTCALM
 OK0335  USGS QUAD   -  SHERIDAN (1972)
 OK0335
 OK0335                         *CURRENT SURVEY CONTROL
 OK0335  ___________________________________________________________________
 OK0335* NAD 83(1986)-  43 07 42.     (N)    085 05 18.     (W)     SCALED    
 OK0335* NAVD 88     -       255.016  (meters)     836.66   (feet)  ADJUSTED  
 OK0335  ___________________________________________________________________
 OK0335  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 OK0335  DYNAMIC HT  -         254.959 (meters)     836.48  (feet)  COMP
 OK0335  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 OK0335
 OK0335  VERT ORDER  -  FIRST     CLASS II
 OK0335
 OK0335.The horizontal coordinates were scaled from a topographic map and have
 OK0335.an estimated accuracy of +/- 6 seconds.
 OK0335
 OK0335.The orthometric height was determined by differential leveling
 OK0335.and adjusted by the National Geodetic Survey in June 1991..
 OK0335
 OK0335.The geoid height was determined by GEOID03.
 OK0335
 OK0335.The dynamic height is computed by dividing the NAVD 88
 OK0335.geopotential number by the normal gravity value computed on the
 OK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0335.degrees latitude (g = 980.6199 gals.).
 OK0335
 OK0335.The modeled gravity was interpolated from observed gravity values.
 OK0335
 OK0335;                    North         East    Units  Estimated Accuracy
 OK0335;SPC MI S     -   181,120.    3,941,280.      MT  (+/- 180 meters Scaled)
 OK0335
 OK0335                          SUPERSEDED SURVEY CONTROL
 OK0335
 OK0335  NGVD 29 (??/??/92)  255.150  (m)          837.10   (f) ADJ UNCH    1 2
 OK0335
 OK0335.Superseded values are not recommended for survey control.
 OK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0335.See file dsdata.txt to determine how the superseded data were derived.
 OK0335
 OK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN554768(NAD 83)
 OK0335_MARKER: DB = BENCH MARK DISK
 OK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0335_STAMPING: ELEV 837.105 FT F 17 1916
 OK0335_PROJECTION: FLUSH
 OK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0335+STABILITY: SURFACE MOTION
 OK0335
 OK0335  HISTORY     - Date     Condition        Report By
 OK0335  HISTORY     - 1916     MONUMENTED       CGS
 OK0335  HISTORY     - 1934     GOOD             NGS
 OK0335  HISTORY     - 1969     GOOD             USGS
 OK0335  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0335  HISTORY     - 19940622 GOOD             USPSQD
 OK0335  HISTORY     - 20011205 GOOD             NGS
 OK0335
 OK0335                          STATION DESCRIPTION
 OK0335
 OK0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0335'1.5 MI S FROM FENWICK.
 OK0335'1.5 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0335'RAILWAY FROM THE MAIN STREET AT FENWICK, 1.6 MILES NORTH OF
 OK0335'SHILOH, IONIA COUNTY, 135 YARDS NORTH OF A DIRT-ROAD CROSSING,
 OK0335'AT THE NORTH END OF A CUT, AND 31 FEET WEST OF THE FORMER
 OK0335'LOCATION OF THE TRACK.  A STANDARD DISK, STAMPED ELEV. 837.105
 OK0335'FT. F 17 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0335'8 INCHES ABOVE GROUND.
 OK0335
 OK0335                          STATION RECOVERY (1969)
 OK0335
 OK0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0335'RECOVERED IN GOOD CONDITION.
 OK0335
 OK0335                          STATION RECOVERY (1992)
 OK0335
 OK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0335'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OK0335
 OK0335                          STATION RECOVERY (1994)
 OK0335
 OK0335'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0335'RECOVERED IN GOOD CONDITION.
 OK0335
 OK0335                          STATION RECOVERY (2001)
 OK0335
 OK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0597 ***********************************************************************
 NF0597  DESIGNATION -  F 170
 NF0597  PID         -  NF0597
 NF0597  STATE/COUNTY-  MI/ALLEGAN
 NF0597  USGS QUAD   -  OTSEGO (1973)
 NF0597
 NF0597                         *CURRENT SURVEY CONTROL
 NF0597  ___________________________________________________________________
 NF0597* NAD 83(1986)-  42 26 37.     (N)    085 38 36.     (W)     SCALED    
 NF0597* NAVD 88     -       221.958  (meters)     728.21   (feet)  ADJUSTED  
 NF0597  ___________________________________________________________________
 NF0597  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NF0597  DYNAMIC HT  -         221.892 (meters)     727.99  (feet)  COMP
 NF0597  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 NF0597
 NF0597  VERT ORDER  -  SECOND    CLASS 0
 NF0597
 NF0597.The horizontal coordinates were scaled from a topographic map and have
 NF0597.an estimated accuracy of +/- 6 seconds.
 NF0597
 NF0597.The orthometric height was determined by differential leveling
 NF0597.and adjusted by the National Geodetic Survey in June 1991..
 NF0597
 NF0597.The geoid height was determined by GEOID03.
 NF0597
 NF0597.The dynamic height is computed by dividing the NAVD 88
 NF0597.geopotential number by the normal gravity value computed on the
 NF0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0597.degrees latitude (g = 980.6199 gals.).
 NF0597
 NF0597.The modeled gravity was interpolated from observed gravity values.
 NF0597
 NF0597;                    North         East    Units  Estimated Accuracy
 NF0597;SPC MI S     -   105,610.    3,894,980.      MT  (+/- 180 meters Scaled)
 NF0597
 NF0597                          SUPERSEDED SURVEY CONTROL
 NF0597
 NF0597  NGVD 29 (??/??/92)  222.090  (m)          728.64   (f) ADJ UNCH    2 0
 NF0597
 NF0597.Superseded values are not recommended for survey control.
 NF0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0597.See file dsdata.txt to determine how the superseded data were derived.
 NF0597
 NF0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM115999(NAD 83)
 NF0597_MARKER: DB = BENCH MARK DISK
 NF0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0597_SP_SET: ABUTMENT
 NF0597_STAMPING: F 170 1948
 NF0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0597+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0597
 NF0597  HISTORY     - Date     Condition        Report By
 NF0597  HISTORY     - 1948     MONUMENTED       CGS
 NF0597  HISTORY     - 1977     GOOD             MIDH
 NF0597  HISTORY     - 1984     GOOD             NGS
 NF0597  HISTORY     - 1989     GOOD             USPSQD
 NF0597  HISTORY     - 20051015 GOOD             USPSQD
 NF0597
 NF0597                          STATION DESCRIPTION
 NF0597
 NF0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0597'AT PLAINWELL.
 NF0597'AT PLAINWELL, ABOUT 100 YARDS NORTHWEST ALONG STATE HIGHWAY
 NF0597'89 FROM ITS JUNCTION WITH U.S. HIGHWAY 131, SET IN THE TOP
 NF0597'OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF A 50-FOOT
 NF0597'CONCRETE BRIDGE OVER A CANAL, 29 FEET NORTHEAST OF THE CENTER
 NF0597'LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE CONCRETE BANISTER AND
 NF0597'LEVEL WITH THE BRIDGE.
 NF0597
 NF0597                          STATION RECOVERY (1977)
 NF0597
 NF0597'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0597'RECOVERED IN GOOD CONDITION.
 NF0597
 NF0597                          STATION RECOVERY (1984)
 NF0597
 NF0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0597'RECOVERED IN GOOD CONDITION.
 NF0597
 NF0597                          STATION RECOVERY (1989)
 NF0597
 NF0597'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0597'RECOVERED IN GOOD CONDITION.
 NF0597
 NF0597                          STATION RECOVERY (2005)
 NF0597
 NF0597'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0631 ***********************************************************************
 NF0631  DESIGNATION -  F 171
 NF0631  PID         -  NF0631
 NF0631  STATE/COUNTY-  MI/VAN BUREN
 NF0631  USGS QUAD   -  MERSON (1981)
 NF0631
 NF0631                         *CURRENT SURVEY CONTROL
 NF0631  ___________________________________________________________________
 NF0631* NAD 83(1986)-  42 23 51.     (N)    085 49 40.     (W)     SCALED    
 NF0631* NAVD 88     -       245.953  (meters)     806.93   (feet)  ADJUSTED  
 NF0631  ___________________________________________________________________
 NF0631  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF0631  DYNAMIC HT  -         245.884 (meters)     806.70  (feet)  COMP
 NF0631  MODELED GRAV-     980,336.0   (mgal)                       NAVD 88
 NF0631
 NF0631  VERT ORDER  -  SECOND    CLASS 0
 NF0631
 NF0631.The horizontal coordinates were scaled from a topographic map and have
 NF0631.an estimated accuracy of +/- 6 seconds.
 NF0631
 NF0631.The orthometric height was determined by differential leveling
 NF0631.and adjusted by the National Geodetic Survey in June 1991..
 NF0631
 NF0631.The geoid height was determined by GEOID03.
 NF0631
 NF0631.The dynamic height is computed by dividing the NAVD 88
 NF0631.geopotential number by the normal gravity value computed on the
 NF0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0631.degrees latitude (g = 980.6199 gals.).
 NF0631
 NF0631.The modeled gravity was interpolated from observed gravity values.
 NF0631
 NF0631;                    North         East    Units  Estimated Accuracy
 NF0631;SPC MI S     -   100,740.    3,879,720.      MT  (+/- 180 meters Scaled)
 NF0631
 NF0631                          SUPERSEDED SURVEY CONTROL
 NF0631
 NF0631  NGVD 29 (??/??/92)  246.091  (m)          807.38   (f) ADJ UNCH    2 0
 NF0631
 NF0631.Superseded values are not recommended for survey control.
 NF0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0631.See file dsdata.txt to determine how the superseded data were derived.
 NF0631
 NF0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964945(NAD 83)
 NF0631_MARKER: DB = BENCH MARK DISK
 NF0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0631_STAMPING: F 171 1948
 NF0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0631+STABILITY: SURFACE MOTION
 NF0631
 NF0631  HISTORY     - Date     Condition        Report By
 NF0631  HISTORY     - 1948     MONUMENTED       CGS
 NF0631  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0631  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0631
 NF0631                          STATION DESCRIPTION
 NF0631
 NF0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0631'3.1 MI N FROM KENDALL.
 NF0631'3.1 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0631'KENDALL, ABOUT 0.5 MILE NORTH OF A CROSS ROAD, ABOUT 0.5 MILE
 NF0631'SOUTH OF THE JUNCTION OF A ROAD WEST AND ABANDONED BRICK DISTRICT
 NF0631'NO. 6 SCHOOL HOUSE, AT THE JUNCTION OF A GRAVEL ROAD EAST, 59
 NF0631'FEET EAST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTH OF THE
 NF0631'CENTER LINE OF THE ROAD EAST, 1.5 FEET SOUTH OF A WIRE FENCE,
 NF0631'12.5 FEET EAST OF A CONCRETE FENCE CORNER POST, 20 FEET
 NF0631'EAST-SOUTHEAST OF A 32-INCH OAK TREE, 2 FEET WEST OF A WHITE
 NF0631'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 NF0631'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0631
 NF0631                          STATION RECOVERY (1978)
 NF0631
 NF0631'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0631'MARK NOT FOUND.
 NF0631
 NF0631                          STATION RECOVERY (1984)
 NF0631
 NF0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0631'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0926 ***********************************************************************
 NF0926  DESIGNATION -  F 172
 NF0926  PID         -  NF0926
 NF0926  STATE/COUNTY-  MI/ALLEGAN
 NF0926  USGS QUAD   -  BURNIPS (1981)
 NF0926
 NF0926                         *CURRENT SURVEY CONTROL
 NF0926  ___________________________________________________________________
 NF0926* NAD 83(1986)-  42 38 18.     (N)    085 48 04.     (W)     SCALED    
 NF0926* NAVD 88     -       260.870  (meters)     855.87   (feet)  ADJUSTED  
 NF0926  ___________________________________________________________________
 NF0926  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NF0926  DYNAMIC HT  -         260.800 (meters)     855.64  (feet)  COMP
 NF0926  MODELED GRAV-     980,347.2   (mgal)                       NAVD 88
 NF0926
 NF0926  VERT ORDER  -  SECOND    CLASS 0
 NF0926
 NF0926.The horizontal coordinates were scaled from a topographic map and have
 NF0926.an estimated accuracy of +/- 6 seconds.
 NF0926
 NF0926.The orthometric height was determined by differential leveling
 NF0926.and adjusted by the National Geodetic Survey in June 1991..
 NF0926
 NF0926.The geoid height was determined by GEOID03.
 NF0926
 NF0926.The dynamic height is computed by dividing the NAVD 88
 NF0926.geopotential number by the normal gravity value computed on the
 NF0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0926.degrees latitude (g = 980.6199 gals.).
 NF0926
 NF0926.The modeled gravity was interpolated from observed gravity values.
 NF0926
 NF0926;                    North         East    Units  Estimated Accuracy
 NF0926;SPC MI S     -   127,450.    3,882,370.      MT  (+/- 180 meters Scaled)
 NF0926
 NF0926                          SUPERSEDED SURVEY CONTROL
 NF0926
 NF0926  NGVD 29 (??/??/92)  261.006  (m)          856.32   (f) ADJ UNCH    2 0
 NF0926
 NF0926.Superseded values are not recommended for survey control.
 NF0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0926.See file dsdata.txt to determine how the superseded data were derived.
 NF0926
 NF0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN982213(NAD 83)
 NF0926_MARKER: DB = BENCH MARK DISK
 NF0926_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0926_SP_SET: FOUNDATION
 NF0926_STAMPING: F 172 1948
 NF0926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0926
 NF0926  HISTORY     - Date     Condition        Report By
 NF0926  HISTORY     - 1948     MONUMENTED       CGS
 NF0926  HISTORY     - 1987     GOOD             USPSQD
 NF0926  HISTORY     - 1988     GOOD             USPSQD
 NF0926  HISTORY     - 1989     GOOD             USPSQD
 NF0926
 NF0926                          STATION DESCRIPTION
 NF0926
 NF0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0926'2 MI E FROM MONTEREY.
 NF0926'ABOUT 2.0 MILES EAST ALONG A BLACK TOP ROAD FROM THE MAIN CROSSROADS
 NF0926'AT MONTEREY, IN THE SOUTHWEST CORNER OF A NORTH-SOUTH CROSSROAD,
 NF0926'SET VERTICALLY IN THE CONCRETE FOUNDATION OF THE NORTH WALL OF A
 NF0926'BRICK SCHOOL BUILDING, 1 FOOT WEST OF THE NORTHEAST CORNER, 87
 NF0926'FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 78 FEET WEST
 NF0926'OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 6 INCHES BELOW THE TOP
 NF0926'OF THE FOUNDATION, 1 FOOT ABOVE THE GROUND AND ABOUT 7 FEET ABOVE
 NF0926'THE INTERSECTION.
 NF0926
 NF0926                          STATION RECOVERY (1987)
 NF0926
 NF0926'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0926'RECOVERED IN GOOD CONDITION.
 NF0926
 NF0926                          STATION RECOVERY (1988)
 NF0926
 NF0926'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0926'RECOVERED IN GOOD CONDITION.
 NF0926
 NF0926                          STATION RECOVERY (1989)
 NF0926
 NF0926'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0926'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0969 ***********************************************************************
 NF0969  DESIGNATION -  F 173
 NF0969  PID         -  NF0969
 NF0969  STATE/COUNTY-  MI/ALLEGAN
 NF0969  USGS QUAD   -  BURNIPS (1981)
 NF0969
 NF0969                         *CURRENT SURVEY CONTROL
 NF0969  ___________________________________________________________________
 NF0969* NAD 83(1986)-  42 37 33.     (N)    085 45 48.     (W)     SCALED    
 NF0969* NAVD 88     -       214.400  (meters)     703.41   (feet)  ADJUSTED  
 NF0969  ___________________________________________________________________
 NF0969  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF0969  DYNAMIC HT  -         214.341 (meters)     703.22  (feet)  COMP
 NF0969  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 NF0969
 NF0969  VERT ORDER  -  SECOND    CLASS 0
 NF0969
 NF0969.The horizontal coordinates were scaled from a topographic map and have
 NF0969.an estimated accuracy of +/- 6 seconds.
 NF0969
 NF0969.The orthometric height was determined by differential leveling
 NF0969.and adjusted by the National Geodetic Survey in June 1991..
 NF0969
 NF0969.The geoid height was determined by GEOID03.
 NF0969
 NF0969.The dynamic height is computed by dividing the NAVD 88
 NF0969.geopotential number by the normal gravity value computed on the
 NF0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0969.degrees latitude (g = 980.6199 gals.).
 NF0969
 NF0969.The modeled gravity was interpolated from observed gravity values.
 NF0969
 NF0969;                    North         East    Units  Estimated Accuracy
 NF0969;SPC MI S     -   126,010.    3,885,440.      MT  (+/- 180 meters Scaled)
 NF0969
 NF0969                          SUPERSEDED SURVEY CONTROL
 NF0969
 NF0969  NGVD 29 (??/??/92)  214.534  (m)          703.85   (f) ADJ UNCH    2 0
 NF0969
 NF0969.Superseded values are not recommended for survey control.
 NF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0969.See file dsdata.txt to determine how the superseded data were derived.
 NF0969
 NF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN014200(NAD 83)
 NF0969_MARKER: DB = BENCH MARK DISK
 NF0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0969_STAMPING: F 173 1948
 NF0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0969+STABILITY: SURFACE MOTION
 NF0969
 NF0969  HISTORY     - Date     Condition        Report By
 NF0969  HISTORY     - 1948     MONUMENTED       CGS
 NF0969  HISTORY     - 1975     GOOD             LOCENG
 NF0969  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0969  HISTORY     - 19990322 MARK NOT FOUND   USPSQD
 NF0969
 NF0969                          STATION DESCRIPTION
 NF0969
 NF0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0969'AT HOPKINS.
 NF0969'AT HOPKINS, IN THE NORTHWEST CORNER OF THE JUNCTION OF A
 NF0969'NORTH-SOUTH CINDER STREET PARALLELING THE NEW YORK CENTRAL RAILROAD
 NF0969'TRACKS (WESTSIDE OF TRACK) AND A DIRT STREET WEST, 237 FEET
 NF0969'NORTH AND ACROSS THE TRACKS FROM THE SOUTHWEST CORNER OF THE
 NF0969'NYC RR STATION, 30 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0969'STREET, 5 FEET NORTH OF THE PROLONGED CENTER LINE OF THE STREET
 NF0969'WEST (NOTE) STREET TURNS SOUTH TO CONNECT TO NORTH-SOUTH
 NF0969'STREET), 2 FEET SOUTH OF THE 2ND POWER POLE WEST OF THE RAILROAD,
 NF0969'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0969'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0969
 NF0969                          STATION RECOVERY (1975)
 NF0969
 NF0969'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0969'RECOVERED IN GOOD CONDITION.
 NF0969
 NF0969                          STATION RECOVERY (1997)
 NF0969
 NF0969'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0969'MARK NOT FOUND.
 NF0969
 NF0969                          STATION RECOVERY (1999)
 NF0969
 NF0969'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0651 ***********************************************************************
 NF0651  DESIGNATION -  F 174
 NF0651  PID         -  NF0651
 NF0651  STATE/COUNTY-  MI/ALLEGAN
 NF0651  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0651
 NF0651                         *CURRENT SURVEY CONTROL
 NF0651  ___________________________________________________________________
 NF0651* NAD 83(1986)-  42 27 48.     (N)    085 56 59.     (W)     SCALED    
 NF0651* NAVD 88     -       209.994  (meters)     688.96   (feet)  ADJUSTED  
 NF0651  ___________________________________________________________________
 NF0651  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NF0651  DYNAMIC HT  -         209.938 (meters)     688.77  (feet)  COMP
 NF0651  MODELED GRAV-     980,345.4   (mgal)                       NAVD 88
 NF0651
 NF0651  VERT ORDER  -  SECOND    CLASS 0
 NF0651
 NF0651.The horizontal coordinates were scaled from a topographic map and have
 NF0651.an estimated accuracy of +/- 6 seconds.
 NF0651
 NF0651.The orthometric height was determined by differential leveling
 NF0651.and adjusted by the National Geodetic Survey in June 1991..
 NF0651
 NF0651.The geoid height was determined by GEOID03.
 NF0651
 NF0651.The dynamic height is computed by dividing the NAVD 88
 NF0651.geopotential number by the normal gravity value computed on the
 NF0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0651.degrees latitude (g = 980.6199 gals.).
 NF0651
 NF0651.The modeled gravity was interpolated from observed gravity values.
 NF0651
 NF0651;                    North         East    Units  Estimated Accuracy
 NF0651;SPC MI S     -   108,230.    3,869,820.      MT  (+/- 180 meters Scaled)
 NF0651
 NF0651                          SUPERSEDED SURVEY CONTROL
 NF0651
 NF0651  NGVD 29 (??/??/92)  210.134  (m)          689.41   (f) ADJ UNCH    2 0
 NF0651
 NF0651.Superseded values are not recommended for survey control.
 NF0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0651.See file dsdata.txt to determine how the superseded data were derived.
 NF0651
 NF0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN863017(NAD 83)
 NF0651_MARKER: DB = BENCH MARK DISK
 NF0651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0651_STAMPING: F 174 1948
 NF0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0651+STABILITY: SURFACE MOTION
 NF0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0651+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0651
 NF0651  HISTORY     - Date     Condition        Report By
 NF0651  HISTORY     - 1948     MONUMENTED       CGS
 NF0651  HISTORY     - 1984     GOOD             CGS
 NF0651  HISTORY     - 1989     GOOD             USPSQD
 NF0651  HISTORY     - 20060318 GOOD             USPSQD
 NF0651
 NF0651                          STATION DESCRIPTION
 NF0651
 NF0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0651'1.1 MI N FROM CHESHIRE.
 NF0651'1.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY SCHOOL AND
 NF0651'A CEMETERY A CHESHIRE, 225 YARDS SOUTH OF A SMALL BRIDGE OVER
 NF0651'A CREEK, 120 YARDS NORTH OF A TURN IN THE ROAD WITH TANGENTS
 NF0651'EAST AND NORTH, 25 FEET WEST OF THE CENTER LINE OF THE ROAD,
 NF0651'47 FEET SOUTH OF A 24-INCH ELM TREE WHICH IS AT THE NORTH END OF A
 NF0651'CLEARING, 14.5 FEET NORTH OF A TRIANGULAR BLAZED 18-INCH ELM
 NF0651'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 0.5 FOOT
 NF0651'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0651'4 INCHES.
 NF0651
 NF0651                          STATION RECOVERY (1984)
 NF0651
 NF0651'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984
 NF0651'RECOVERED IN GOOD CONDITION.
 NF0651
 NF0651                          STATION RECOVERY (1989)
 NF0651
 NF0651'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0651'RECOVERED IN GOOD CONDITION.
 NF0651
 NF0651                          STATION RECOVERY (2006)
 NF0651
 NF0651'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0651'EAST OF CARSONITE WITNESS POST.  170 YARDS NORTH OF TURN, 245 YARDS
 NF0651'SOUTH OF CALVERT.  TREES ARE GONE.  42 27 49.3 N  085 56 58.2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0549 ***********************************************************************
 NF0549  DESIGNATION -  F 175 RESET 1968
 NF0549  PID         -  NF0549
 NF0549  STATE/COUNTY-  MI/ALLEGAN
 NF0549  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0549
 NF0549                         *CURRENT SURVEY CONTROL
 NF0549  ___________________________________________________________________
 NF0549* NAD 83(1986)-  42 27 54.     (N)    085 34 07.     (W)     SCALED    
 NF0549* NAVD 88     -       276.02   (+/-2cm)     905.6    (feet)  VERTCON   
 NF0549  ___________________________________________________________________
 NF0549  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF0549
 NF0549  VERT ORDER  -  THIRD (See Below)
 NF0549
 NF0549.The horizontal coordinates were scaled from a topographic map and have
 NF0549.an estimated accuracy of +/- 6 seconds.
 NF0549
 NF0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0549.The vertical order pertains to the NGVD 29 superseded value.
 NF0549
 NF0549.The geoid height was determined by GEOID03.
 NF0549
 NF0549;                    North         East    Units  Estimated Accuracy
 NF0549;SPC MI S     -   107,900.    3,901,160.      MT  (+/- 180 meters Scaled)
 NF0549
 NF0549                          SUPERSEDED SURVEY CONTROL
 NF0549
 NF0549  NGVD 29 (03/27/06)  276.15   (m)          906.0    (f) RESET       3  
 NF0549
 NF0549.Superseded values are not recommended for survey control.
 NF0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0549.See file dsdata.txt to determine how the superseded data were derived.
 NF0549
 NF0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN176023(NAD 83)
 NF0549_MARKER: DB = BENCH MARK DISK
 NF0549_SETTING: 0 = UNSPECIFIED SETTING
 NF0549_STAMPING: F 175 RESET 1968
 NF0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0549+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0549
 NF0549  HISTORY     - Date     Condition        Report By
 NF0549  HISTORY     - 1968     MONUMENTED       CGS
 NF0549  HISTORY     - 1989     GOOD             USPSQD
 NF0549  HISTORY     - 20031109 GOOD             USPSQD
 NF0549  HISTORY     - 20060318 GOOD             USPSQD
 NF0549
 NF0549                          STATION DESCRIPTION
 NF0549
 NF0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NF0549'1.2 MI W FROM DOSTER.
 NF0549'1.25 MILES WEST ALONG 106TH AVE. FROM THE COUNTY LINE CROSSROAD
 NF0549'AT DOSTER.  IT IS 104 FEET NORTHWEST OF THE INTERSECTION OF
 NF0549'106TH AVE AND 2ND STREET, 102 FEET NORTH OF THE CENTERLINE OF
 NF0549'106TH AVE, 39 FEET WEST OF AN 18 INCH OAK TREE, 19 FEET WEST OF
 NF0549'THE CENTERLINE OF GRAVELED ROAD (2ND STREET), 1 FOOT SOUTH OF
 NF0549'A METAL WITNESS POST AND ABOUT 200 FEET EAST OF THE SOUTHEAST
 NF0549'CORNER OF THE HOME OF MR. ROBERT STRATTON ON WHOSE PROPERTY
 NF0549'THE MARK IS LOCATED.
 NF0549
 NF0549                          STATION RECOVERY (1989)
 NF0549
 NF0549'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0549'RECOVERED IN GOOD CONDITION.
 NF0549
 NF0549                          STATION RECOVERY (2003)
 NF0549
 NF0549'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0549'RECOVERED IN GOOD CONDITION.
 NF0549
 NF0549                          STATION RECOVERY (2006)
 NF0549
 NF0549'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0837 ***********************************************************************
 NF0837  DESIGNATION -  F 176
 NF0837  PID         -  NF0837
 NF0837  STATE/COUNTY-  MI/BARRY
 NF0837  USGS QUAD   -  ORANGEVILLE (1982)
 NF0837
 NF0837                         *CURRENT SURVEY CONTROL
 NF0837  ___________________________________________________________________
 NF0837* NAD 83(1986)-  42 35 19.     (N)    085 31 42.     (W)     SCALED    
 NF0837* NAVD 88     -       228.945  (meters)     751.13   (feet)  ADJUSTED  
 NF0837  ___________________________________________________________________
 NF0837  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF0837  DYNAMIC HT  -         228.877 (meters)     750.91  (feet)  COMP
 NF0837  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 NF0837
 NF0837  VERT ORDER  -  SECOND    CLASS 0
 NF0837
 NF0837.The horizontal coordinates were scaled from a topographic map and have
 NF0837.an estimated accuracy of +/- 6 seconds.
 NF0837
 NF0837.The orthometric height was determined by differential leveling
 NF0837.and adjusted by the National Geodetic Survey in June 1991..
 NF0837
 NF0837.The geoid height was determined by GEOID03.
 NF0837
 NF0837.The dynamic height is computed by dividing the NAVD 88
 NF0837.geopotential number by the normal gravity value computed on the
 NF0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0837.degrees latitude (g = 980.6199 gals.).
 NF0837
 NF0837.The modeled gravity was interpolated from observed gravity values.
 NF0837
 NF0837;                    North         East    Units  Estimated Accuracy
 NF0837;SPC MI S     -   121,580.    3,904,660.      MT  (+/- 180 meters Scaled)
 NF0837
 NF0837                          SUPERSEDED SURVEY CONTROL
 NF0837
 NF0837  NGVD 29 (??/??/92)  229.070  (m)          751.54   (f) ADJ UNCH    2 0
 NF0837
 NF0837.Superseded values are not recommended for survey control.
 NF0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0837.See file dsdata.txt to determine how the superseded data were derived.
 NF0837
 NF0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN207161(NAD 83)
 NF0837_MARKER: DB = BENCH MARK DISK
 NF0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0837_STAMPING: F 176 1948
 NF0837_MARK LOGO: CGS   
 NF0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0837+STABILITY: SURFACE MOTION
 NF0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0837+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0837
 NF0837  HISTORY     - Date     Condition        Report By
 NF0837  HISTORY     - 1948     MONUMENTED       CGS
 NF0837  HISTORY     - 1974     GOOD             NGS
 NF0837  HISTORY     - 1987     GOOD             USPSQD
 NF0837  HISTORY     - 19940312 GOOD             LOCENG
 NF0837  HISTORY     - 19940312 GOOD             MI-015
 NF0837  HISTORY     - 20041030 GOOD             USPSQD
 NF0837
 NF0837                          STATION DESCRIPTION
 NF0837
 NF0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0837'5.7 MI SE FROM SHELBYVILLE.
 NF0837'ABOUT 4.5 MILES EAST ALONG A BLACK TOP ROAD FROM THE PENNSYLVANIA
 NF0837'RAILROAD STATION AT SHELBYVILLE, THENCE ABOUT 1.2 MILES SOUTHEAST
 NF0837'ALONG A COUNTY ROAD, ABOUT 0.8 MILE SOUTHEAST OF THE BARRY-ALLEGAN
 NF0837'COUNTY LINE, ABOUT 1.2 MILES NORTH OF AN EAST-WEST CROSSROAD,
 NF0837'ABOUT 0.15 MILE NORTHWEST OF THE JUNCTION OF A ROAD NORTH, AT
 NF0837'THE OUTSIDE OF A CURVE WITH TANGENTS WEST AND NORTHEAST, 32
 NF0837'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF CABLE
 NF0837'TELEPHONE POLE NO. 280, 81 FEET NORTHWEST OF THE NORTHWEST
 NF0837'PORCH CORNER OF OLD HOUSE NO. 12221, 2 FEET WEST OF A WHITE
 NF0837'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 NF0837'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0837
 NF0837                          STATION RECOVERY (1974)
 NF0837
 NF0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0837'RECOVERED IN GOOD CONDITION.
 NF0837
 NF0837                          STATION RECOVERY (1987)
 NF0837
 NF0837'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0837'RECOVERED IN GOOD CONDITION.
 NF0837
 NF0837                          STATION RECOVERY (1994)
 NF0837
 NF0837'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0837'PORCH CORNER OF HOUSE MENTIONED IN OLD DESCRIPTION GONE.  STATION IS
 NF0837'7.0 FT (2.1 M) EAST OF POLE (NO UTILITIES ATTACHED) AND 42.0 FT (12.8
 NF0837'M) WEST-SOUTHWEST OF CENTER OF SANITARY MANHOLE.  FOUND METAL WITNESS
 NF0837'POST 1.0 FT (0.3 M) WEST OF MARK.  MARGINAL FOR USE WITH GPS.
 NF0837'CARSONITE WITNESS POST INSTALLED AT STATION.
 NF0837
 NF0837                          STATION RECOVERY (1994)
 NF0837
 NF0837'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0837'LOCATED IN THE SOUTHEAST 1/4 OF SECTION 6, ORANGEVILLE TOWNSHIP, HOUSE
 NF0837'PORCH CORNER GONE, 7 FEET EAST OF POLE (NO UTILITIES ATTACHED), FOUND
 NF0837'METAL WITNESS POST 1 FOOT WEST OF MARK, 42 FEET WEST-SOUTHWEST OF
 NF0837'CENTER OF SANITARY MANHOLE, CARSONITE WITNESS POST INSTALLED.
 NF0837'MARGINALLY SUITED FOR GPS.
 NF0837
 NF0837                          STATION RECOVERY (2004)
 NF0837
 NF0837'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0837'UTILITY POLE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0423 ***********************************************************************
 NF0423  DESIGNATION -  F 177
 NF0423  PID         -  NF0423
 NF0423  STATE/COUNTY-  MI/BARRY
 NF0423  USGS QUAD   -  CLOVERDALE (1982)
 NF0423
 NF0423                         *CURRENT SURVEY CONTROL
 NF0423  ___________________________________________________________________
 NF0423* NAD 83(1986)-  42 36 30.     (N)    085 27 37.     (W)     SCALED    
 NF0423* NAVD 88     -       264.109  (meters)     866.50   (feet)  ADJUSTED  
 NF0423  ___________________________________________________________________
 NF0423  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0423  DYNAMIC HT  -         264.030 (meters)     866.24  (feet)  COMP
 NF0423  MODELED GRAV-     980,316.4   (mgal)                       NAVD 88
 NF0423
 NF0423  VERT ORDER  -  SECOND    CLASS I
 NF0423
 NF0423.The horizontal coordinates were scaled from a topographic map and have
 NF0423.an estimated accuracy of +/- 6 seconds.
 NF0423
 NF0423.The orthometric height was determined by differential leveling
 NF0423.and adjusted by the National Geodetic Survey in June 1991..
 NF0423
 NF0423.The geoid height was determined by GEOID03.
 NF0423
 NF0423.The dynamic height is computed by dividing the NAVD 88
 NF0423.geopotential number by the normal gravity value computed on the
 NF0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0423.degrees latitude (g = 980.6199 gals.).
 NF0423
 NF0423.The modeled gravity was interpolated from observed gravity values.
 NF0423
 NF0423;                    North         East    Units  Estimated Accuracy
 NF0423;SPC MI S     -   123,690.    3,910,270.      MT  (+/- 180 meters Scaled)
 NF0423
 NF0423                          SUPERSEDED SURVEY CONTROL
 NF0423
 NF0423  NGVD 29 (??/??/92)  264.234  (m)          866.91   (f) ADJ UNCH    2 0
 NF0423
 NF0423.Superseded values are not recommended for survey control.
 NF0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0423.See file dsdata.txt to determine how the superseded data were derived.
 NF0423
 NF0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262184(NAD 83)
 NF0423_MARKER: DB = BENCH MARK DISK
 NF0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0423_STAMPING: F 177 1948
 NF0423_MARK LOGO: CGS   
 NF0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0423+STABILITY: SURFACE MOTION
 NF0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0423+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0423
 NF0423  HISTORY     - Date     Condition        Report By
 NF0423  HISTORY     - 1948     MONUMENTED       CGS
 NF0423  HISTORY     - 1987     GOOD             USPSQD
 NF0423  HISTORY     - 19941111 GOOD             MI-015
 NF0423  HISTORY     - 20000822 GOOD             MI-015
 NF0423  HISTORY     - 20041030 GOOD             USPSQD
 NF0423
 NF0423                          STATION DESCRIPTION
 NF0423
 NF0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0423'7.8 MI S FROM MIDDLEVILLE.
 NF0423'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0423'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 5.2 MILES SOUTHWEST
 NF0423'ALONG COUNTY ROAD 611, 0.45 MILE NORTHEAST OF A ROAD WEST,
 NF0423'AT A HOUSE ON NORTHWEST SIDE OF ROAD AND NEAR THE CREST OF A
 NF0423'HILL DECENDING SOUTHWEST, 154 FEET EAST OF THE EAST CORNER
 NF0423'OF THE HOUSE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NF0423'NORTH ONE OF 2 DRIVES TO HOUSE, 36 FEET NORTHWEST OF THE CENTER
 NF0423'LINE OF THE ROAD, 8 FEET NORTH OF A CLUSTER OF 5 SMALL OAK
 NF0423'TREES, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 NF0423'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0423'PROJECTING 3 INCHES.
 NF0423
 NF0423                          STATION RECOVERY (1987)
 NF0423
 NF0423'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0423'RECOVERED IN GOOD CONDITION.
 NF0423
 NF0423                          STATION RECOVERY (1994)
 NF0423
 NF0423'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0423'METAL WITNESS POST STANDING (NO SIGN) 14 FEET EAST SOUTHEAST OF A 16
 NF0423'INCH QUAD OAK, 26 FEET NORTH-NORTHEAST OF A 14 INCH TRIPPLE OAK 35
 NF0423'FEET WEST-NORTHWEST OF THE CENTERLINE OF YANKEE SPRINGS ROAD
 NF0423'(BITUMINOUS) CARSONITE WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT
 NF0423'SUITABLE FOR GPS.
 NF0423
 NF0423                          STATION RECOVERY (2000)
 NF0423
 NF0423'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0423'RECOVERED WITH NEW DESCRIPTION.  LOCATED IN THE NORTHWEST 1/4 OF
 NF0423'SECTION 35, NEAR AND ABANDONED HOUSE SITE.  TO REACH FROM THE
 NF0423'INTERSECTION OF M-37 AND M-43 (2.3 MI WEST OF HASTINGS) TRAVEL WEST ON
 NF0423'M-43 FOR 0.25 MI (0.40 KM) TO CURVE WHERE M-43 SWINGS SOUTH AND CHIEF
 NF0423'NOONDAY ROAD CONTINUES WEST TO GUN LAKE.  CONTINUE WEST ON CHIEF
 NF0423'NOONDAY ROAD FOR 5.8 MI (9.3 KM) MI TO THE INTERSECTION OF YANKEE
 NF0423'SPRINGS ROAD.  TURN LEFT AND GO SOUTH 2.1 MI (3.4 KM) TO THE STATION
 NF0423'ON THE RIGHT.  IT IS 154.0 FT (46.9 M) EAST-NORTHEAST OF THE NORTHEAST
 NF0423'CORNER OF AND ABANDONED HOUSE, 35.0 FT (10.7 M) NORTHWEST OF THE
 NF0423'CENTERLINE OF YANKEE SPRINGS ROAD, 26.0 FT (7.9 M) NORTH-NORTHEAST OF
 NF0423'A 14-INCH TRIPLE TRUNKED OAK TREE, 14.0 FT (4.3 M) EAST-SOUTHEAST OF A
 NF0423'16-INCH QUADRUPLE TRUNKED OAK TREE AND 1.0 FT (0.3 M) EAST OF A
 NF0423'CARSONITE WITNESS POST.
 NF0423
 NF0423                          STATION RECOVERY (2004)
 NF0423
 NF0423'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0676 ***********************************************************************
 NE0676  DESIGNATION -  F 178
 NE0676  PID         -  NE0676
 NE0676  STATE/COUNTY-  MI/WASHTENAW
 NE0676  USGS QUAD   -  DEXTER (1983)
 NE0676
 NE0676                         *CURRENT SURVEY CONTROL
 NE0676  ___________________________________________________________________
 NE0676* NAD 83(1986)-  42 20 54.     (N)    083 53 58.     (W)     SCALED    
 NE0676* NAVD 88     -       263.204  (meters)     863.53   (feet)  ADJUSTED  
 NE0676  ___________________________________________________________________
 NE0676  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NE0676  DYNAMIC HT  -         263.127 (meters)     863.28  (feet)  COMP
 NE0676  MODELED GRAV-     980,320.5   (mgal)                       NAVD 88
 NE0676
 NE0676  VERT ORDER  -  FIRST     CLASS II
 NE0676
 NE0676.The horizontal coordinates were scaled from a topographic map and have
 NE0676.an estimated accuracy of +/- 6 seconds.
 NE0676
 NE0676.The orthometric height was determined by differential leveling
 NE0676.and adjusted by the National Geodetic Survey in June 1991..
 NE0676.WARNING-Repeat measurements at this control monument indicate possible
 NE0676.vertical movement.
 NE0676
 NE0676.The geoid height was determined by GEOID03.
 NE0676
 NE0676.The dynamic height is computed by dividing the NAVD 88
 NE0676.geopotential number by the normal gravity value computed on the
 NE0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0676.degrees latitude (g = 980.6199 gals.).
 NE0676
 NE0676.The modeled gravity was interpolated from observed gravity values.
 NE0676
 NE0676;                    North         East    Units  Estimated Accuracy
 NE0676;SPC MI S     -    94,340.    4,038,500.      MT  (+/- 180 meters Scaled)
 NE0676
 NE0676                          SUPERSEDED SURVEY CONTROL
 NE0676
 NE0676  NGVD 29 (01/19/93)  263.328  (m)          863.94   (f) ADJUSTED    1 2
 NE0676
 NE0676.Superseded values are not recommended for survey control.
 NE0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0676.See file dsdata.txt to determine how the superseded data were derived.
 NE0676
 NE0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG611925(NAD 83)
 NE0676_MARKER: DB = BENCH MARK DISK
 NE0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0676_SP_SET: CONCRETE POST
 NE0676_STAMPING: F 178 1948
 NE0676_MARK LOGO: CGS   
 NE0676_PROJECTION: PROJECTING 10 CENTIMETERS
 NE0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0676+STABILITY: SURFACE MOTION
 NE0676
 NE0676  HISTORY     - Date     Condition        Report By
 NE0676  HISTORY     - 1948     MONUMENTED       CGS
 NE0676  HISTORY     - 1985     GOOD             NGS
 NE0676  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0676
 NE0676                          STATION DESCRIPTION
 NE0676
 NE0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0676'1.4 MI NNW FROM DEXTER.
 NE0676'1.4 MILES NORTH-NORTHWEST ALONG THE PORTAGE LAKE ROAD FROM THE
 NE0676'UNION SCHOOL BUILDING AT DEXTER, AT 2-STORY HOUSE NO. 4410 ON
 NE0676'EAST SIDE OF ROAD, 63 FEET WEST-NORTHWEST OF THE NORTHWEST
 NE0676'CORNER OF THE HOUSE, 44 1/2 FEET EAST-NORTHEAST OF THE CENTER
 NE0676'LINE OF THE ROAD, 11 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE
 NE0676'OF THE ROAD, 14 FEET EAST OF A 28-INCH OAK TREE, 1 1/2 FEET
 NE0676'SOUTH OF A FENCE LINE, 1 1/2 WEST OF A WHITE WOODEN WITNESS
 NE0676'POST, 1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NE0676'POST PROJECTING 4 INCHES.
 NE0676
 NE0676                          STATION RECOVERY (1985)
 NE0676
 NE0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0676'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM (0.75
 NE0676'MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS JUNCTION WITH
 NE0676'DEXTER-CHELSEA ROAD IN DEXTER, 19.3 M (63.3 FT) WEST-NORTHWEST OF THE
 NE0676'NORTHWEST CORNER OF A HOUSE AT 4410 DEXTER-PINCKNEY ROAD, 13.6 M (44.6
 NE0676'FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 4.3 M (14.1 FT) EAST
 NE0676'OF A 32-INCH OAK TREE.
 NE0676'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE0676
 NE0676                          STATION RECOVERY (1998)
 NE0676
 NE0676'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0320 ***********************************************************************
 MC0320  DESIGNATION -  F 179
 MC0320  PID         -  MC0320
 MC0320  STATE/COUNTY-  MI/MONROE
 MC0320  USGS QUAD   -  MONROE (1979)
 MC0320
 MC0320                         *CURRENT SURVEY CONTROL
 MC0320  ___________________________________________________________________
 MC0320* NAD 83(1986)-  41 55 34.     (N)    083 25 43.     (W)     SCALED    
 MC0320* NAVD 88     -       182.666  (meters)     599.30   (feet)  ADJUSTED  
 MC0320  ___________________________________________________________________
 MC0320  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 MC0320  DYNAMIC HT  -         182.600 (meters)     599.08  (feet)  COMP
 MC0320  MODELED GRAV-     980,260.7   (mgal)                       NAVD 88
 MC0320
 MC0320  VERT ORDER  -  FIRST     CLASS II
 MC0320
 MC0320.The horizontal coordinates were scaled from a topographic map and have
 MC0320.an estimated accuracy of +/- 6 seconds.
 MC0320
 MC0320.The orthometric height was determined by differential leveling
 MC0320.and adjusted by the National Geodetic Survey in June 1991..
 MC0320
 MC0320.The geoid height was determined by GEOID03.
 MC0320
 MC0320.The dynamic height is computed by dividing the NAVD 88
 MC0320.geopotential number by the normal gravity value computed on the
 MC0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0320.degrees latitude (g = 980.6199 gals.).
 MC0320
 MC0320.The modeled gravity was interpolated from observed gravity values.
 MC0320
 MC0320;                    North         East    Units  Estimated Accuracy
 MC0320;SPC MI S     -    47,770.    4,077,810.      MT  (+/- 180 meters Scaled)
 MC0320
 MC0320                          SUPERSEDED SURVEY CONTROL
 MC0320
 MC0320  NGVD 29 (??/??/92)  182.833  (m)          599.84   (f) ADJ UNCH    1 2
 MC0320
 MC0320.Superseded values are not recommended for survey control.
 MC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0320.See file dsdata.txt to determine how the superseded data were derived.
 MC0320
 MC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG986444(NAD 83)
 MC0320_MARKER: DB = BENCH MARK DISK
 MC0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0320_SP_SET: CULVERT
 MC0320_STAMPING: F 179 1954
 MC0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0320
 MC0320  HISTORY     - Date     Condition        Report By
 MC0320  HISTORY     - 1954     MONUMENTED       CGS
 MC0320  HISTORY     - 1968     GOOD             NGS
 MC0320  HISTORY     - 1983     GOOD             LOCSUR
 MC0320  HISTORY     - 1985     GOOD             USPSQD
 MC0320
 MC0320                          STATION DESCRIPTION
 MC0320
 MC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0320'2.1 MI W FROM MONROE.
 MC0320'ABOUT 0.3 MILE NORTH ALONG MONROE STREET FROM THE POST OFFICE
 MC0320'BUILDING, THENCE 1.8 MILES WEST ALONG ELM STREET AND NORTH
 MC0320'CUSTER ROAD, ABOUT 0.85 MILE WEST OF THE U.S. HIGHWAY 24 OVERPASS
 MC0320'OVER ELM STREET, SET IN THE TOP OF THE EAST END OF THE NORTH
 MC0320'HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT OVER JARBO DRAIN,
 MC0320'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1/2 FOOT WEST
 MC0320'OF THE EAST END OF THE HEAD WALL AND 2 FEET BELOW THE LEVEL OF THE
 MC0320'ROAD.
 MC0320
 MC0320                          STATION RECOVERY (1983)
 MC0320
 MC0320'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0320'RECOVERED IN GOOD CONDITION.
 MC0320
 MC0320                          STATION RECOVERY (1985)
 MC0320
 MC0320'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0243 ***********************************************************************
 NF0243  DESIGNATION -  F 18
 NF0243  PID         -  NF0243
 NF0243  STATE/COUNTY-  MI/CLINTON
 NF0243  USGS QUAD   -  EAGLE (1978)
 NF0243
 NF0243                         *CURRENT SURVEY CONTROL
 NF0243  ___________________________________________________________________
 NF0243* NAD 83(1986)-  42 48 34.     (N)    084 47 39.     (W)     SCALED    
 NF0243* NAVD 88     -       255.962  (meters)     839.77   (feet)  ADJUSTED  
 NF0243  ___________________________________________________________________
 NF0243  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF0243  DYNAMIC HT  -         255.890 (meters)     839.53  (feet)  COMP
 NF0243  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 NF0243
 NF0243  VERT ORDER  -  FIRST     CLASS II
 NF0243
 NF0243.The horizontal coordinates were scaled from a topographic map and have
 NF0243.an estimated accuracy of +/- 6 seconds.
 NF0243
 NF0243.The orthometric height was determined by differential leveling
 NF0243.and adjusted by the National Geodetic Survey in June 1991..
 NF0243
 NF0243.The geoid height was determined by GEOID03.
 NF0243
 NF0243.The dynamic height is computed by dividing the NAVD 88
 NF0243.geopotential number by the normal gravity value computed on the
 NF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0243.degrees latitude (g = 980.6199 gals.).
 NF0243
 NF0243.The modeled gravity was interpolated from observed gravity values.
 NF0243
 NF0243;                    North         East    Units  Estimated Accuracy
 NF0243;SPC MI S     -   145,540.    3,965,040.      MT  (+/- 180 meters Scaled)
 NF0243
 NF0243                          SUPERSEDED SURVEY CONTROL
 NF0243
 NF0243  NGVD 29 (??/??/92)  256.100  (m)          840.22   (f) ADJ UNCH    1 2
 NF0243
 NF0243.Superseded values are not recommended for survey control.
 NF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0243.See file dsdata.txt to determine how the superseded data were derived.
 NF0243
 NF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN803420(NAD 83)
 NF0243_MARKER: DB = BENCH MARK DISK
 NF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0243_PROJECTION: FLUSH
 NF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0243+STABILITY: SURFACE MOTION
 NF0243
 NF0243  HISTORY     - Date     Condition        Report By
 NF0243  HISTORY     - UNK      MONUMENTED       CGS
 NF0243  HISTORY     - 1916     GOOD             NGS
 NF0243  HISTORY     - 1934     MARK NOT FOUND   NGS
 NF0243  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0243  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0243
 NF0243                          STATION DESCRIPTION
 NF0243
 NF0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1916
 NF0243'0.2 MI W FROM EAGLE.
 NF0243'AT EAGLE, CLINTON COUNTY, 1/4 MILES WEST ALONG THE PERE MARQUETTE
 NF0243'RAILWAY FROM THE STATION, 250 FEET WEST OF A ROAD CROSSING, ABOUT
 NF0243'10 YARDS EAST OF A CATTLE GUARD, AND BETWEEN THE TRACK AND A
 NF0243'HIGHWAY.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
 NF0243
 NF0243                          STATION RECOVERY (1934)
 NF0243
 NF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 NF0243'MARK NOT FOUND.
 NF0243
 NF0243                          STATION RECOVERY (1976)
 NF0243
 NF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0243'MARK NOT FOUND.
 NF0243
 NF0243                          STATION RECOVERY (1992)
 NF0243
 NF0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0243'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0500 ***********************************************************************
 NE0500  DESIGNATION -  F 180
 NE0500  PID         -  NE0500
 NE0500  STATE/COUNTY-  MI/WAYNE
 NE0500  USGS QUAD   -  ROCKWOOD (1981)
 NE0500
 NE0500                         *CURRENT SURVEY CONTROL
 NE0500  ___________________________________________________________________
 NE0500* NAD 83(1986)-  42 04 01.     (N)    083 13 35.     (W)     SCALED    
 NE0500* NAVD 88     -       177.524  (meters)     582.43   (feet)  ADJUSTED  
 NE0500  ___________________________________________________________________
 NE0500  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 NE0500  DYNAMIC HT  -         177.464 (meters)     582.23  (feet)  COMP
 NE0500  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 NE0500
 NE0500  VERT ORDER  -  FIRST     CLASS I
 NE0500
 NE0500.The horizontal coordinates were scaled from a topographic map and have
 NE0500.an estimated accuracy of +/- 6 seconds.
 NE0500
 NE0500.The orthometric height was determined by differential leveling
 NE0500.and adjusted by the National Geodetic Survey in June 1991..
 NE0500.WARNING-Repeat measurements at this control monument indicate possible
 NE0500.vertical movement.
 NE0500
 NE0500.The geoid height was determined by GEOID03.
 NE0500
 NE0500.The dynamic height is computed by dividing the NAVD 88
 NE0500.geopotential number by the normal gravity value computed on the
 NE0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0500.degrees latitude (g = 980.6199 gals.).
 NE0500
 NE0500.The modeled gravity was interpolated from observed gravity values.
 NE0500
 NE0500;                    North         East    Units  Estimated Accuracy
 NE0500;SPC MI S     -    63,620.    4,094,370.      MT  (+/- 180 meters Scaled)
 NE0500
 NE0500                          SUPERSEDED SURVEY CONTROL
 NE0500
 NE0500  NGVD 29 (??/??/92)  177.699  (m)          583.00   (f) ADJ UNCH    1 1
 NE0500
 NE0500.Superseded values are not recommended for survey control.
 NE0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0500.See file dsdata.txt to determine how the superseded data were derived.
 NE0500
 NE0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG158596(NAD 83)
 NE0500_MARKER: DB = BENCH MARK DISK
 NE0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0500_STAMPING: F 180 1954
 NE0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0500+STABILITY: SURFACE MOTION
 NE0500
 NE0500  HISTORY     - Date     Condition        Report By
 NE0500  HISTORY     - 1954     MONUMENTED       CGS
 NE0500  HISTORY     - 1968     GOOD             NGS
 NE0500  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0500  HISTORY     - 1987     GOOD             USPSQD
 NE0500  HISTORY     - 1988     GOOD             USPSQD
 NE0500  HISTORY     - 1989     GOOD             USPSQD
 NE0500  HISTORY     - 19991023 GOOD             USPSQD
 NE0500
 NE0500                          STATION DESCRIPTION
 NE0500
 NE0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0500'1.1 MI E FROM ROCKWOOD.
 NE0500'ABOUT 1.1 MILES EAST ALONG HURON RIVER DRIVE FROM THE POST
 NE0500'OFFICE AT ROCKWOOD, NEAR THE NORTHEAST CORNER OF THE ST. MARYS
 NE0500'CEMETERY 43 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 NE0500'12 1/2 FEET WEST OF THE CENTER LINE OF A GRAVELED DRIVEWAY,
 NE0500'2 FEET NORTHWEST OF THE EAST END OF THE FENCE AROUND THE
 NE0500'CEMETERY, 1.7 FEET NORTH OF THE FENCE LINE, 1 FOOT ABOVE THE
 NE0500'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NE0500'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 15,
 NE0500'T 5 S, R 10 E
 NE0500
 NE0500                          STATION RECOVERY (1983)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0500'MARK NOT FOUND.
 NE0500
 NE0500                          STATION RECOVERY (1987)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (1988)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (1989)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0500'RECOVERED IN GOOD CONDITION.
 NE0500
 NE0500                          STATION RECOVERY (1999)
 NE0500
 NE0500'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0039 ***********************************************************************
 QJ0039  DESIGNATION -  F 183
 QJ0039  PID         -  QJ0039
 QJ0039  STATE/COUNTY-  MI/ALPENA
 QJ0039  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0039
 QJ0039                         *CURRENT SURVEY CONTROL
 QJ0039  ___________________________________________________________________
 QJ0039* NAD 83(1986)-  45 04 13.     (N)    083 33 59.     (W)     SCALED    
 QJ0039* NAVD 88     -       209.546  (meters)     687.49   (feet)  ADJUSTED  
 QJ0039  ___________________________________________________________________
 QJ0039  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QJ0039  DYNAMIC HT  -         209.530 (meters)     687.43  (feet)  COMP
 QJ0039  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 QJ0039
 QJ0039  VERT ORDER  -  SECOND    CLASS 0
 QJ0039
 QJ0039.This mark is at Alpena Airport (APN)
 QJ0039
 QJ0039.The horizontal coordinates were scaled from a topographic map and have
 QJ0039.an estimated accuracy of +/- 6 seconds.
 QJ0039
 QJ0039.The orthometric height was determined by differential leveling
 QJ0039.and adjusted by the National Geodetic Survey in June 1991..
 QJ0039
 QJ0039.The geoid height was determined by GEOID03.
 QJ0039
 QJ0039.The dynamic height is computed by dividing the NAVD 88
 QJ0039.geopotential number by the normal gravity value computed on the
 QJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0039.degrees latitude (g = 980.6199 gals.).
 QJ0039
 QJ0039.The modeled gravity was interpolated from observed gravity values.
 QJ0039
 QJ0039;                    North         East    Units  Estimated Accuracy
 QJ0039;SPC MI C     -   195,170.    6,063,020.      MT  (+/- 180 meters Scaled)
 QJ0039
 QJ0039                          SUPERSEDED SURVEY CONTROL
 QJ0039
 QJ0039  NGVD 29 (??/??/92)  209.687  (m)          687.95   (f) ADJ UNCH    2 0
 QJ0039
 QJ0039.Superseded values are not recommended for survey control.
 QJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0039.See file dsdata.txt to determine how the superseded data were derived.
 QJ0039
 QJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK979939(NAD 83)
 QJ0039_MARKER: DB = BENCH MARK DISK
 QJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0039_STAMPING: F 183 1966
 QJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0039+STABILITY: SURFACE MOTION
 QJ0039
 QJ0039  HISTORY     - Date     Condition        Report By
 QJ0039  HISTORY     - 1966     MONUMENTED       CGS
 QJ0039  HISTORY     - 19990805 GOOD             USPSQD
 QJ0039
 QJ0039                          STATION DESCRIPTION
 QJ0039
 QJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QJ0039'6.3 MI W FROM ALPENA.
 QJ0039'THE MARK IS LOCATED AT PHELPS COLLINS AIRPORT IN THE CENTER
 QJ0039'OF THE LAWN ON THE EAST SIDE OF THE TERMINAL AND WEATHER BUREAU
 QJ0039'BUILDING.  IT IS SET IN THE TOP OF A 9 INCH CONCRETE POST FLUSH
 QJ0039'WITH THE GROUND.  THE MARK IS 10 FEET NORTH OF THE EDGE OF THE
 QJ0039'SOUTH WALKWAY FROM THE TERMINAL, 7 FEET WEST OF THE AIRPLANE
 QJ0039'PARKING AREA AND A WIRE FENCE, 26.5 FEET EAST OF THE EAST FACE
 QJ0039'OF THE TERMINAL, AND 11 FEET SOUTH OF THE MIDDLE WALKWAY FROM
 QJ0039'THE TERMINAL.
 QJ0039
 QJ0039                          STATION RECOVERY (1999)
 QJ0039
 QJ0039'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0480 ***********************************************************************
 NE0480  DESIGNATION -  F 185
 NE0480  PID         -  NE0480
 NE0480  STATE/COUNTY-  MI/WAYNE
 NE0480  USGS QUAD   -  FLAT ROCK NE (1980)
 NE0480
 NE0480                         *CURRENT SURVEY CONTROL
 NE0480  ___________________________________________________________________
 NE0480* NAD 83(1994)-  42 14 24.53587(N)    083 19 40.78224(W)     ADJUSTED  
 NE0480* NAVD 88     -       189.843  (meters)     622.84   (feet)  ADJUSTED  
 NE0480  ___________________________________________________________________
 NE0480  X           -     549,467.000 (meters)                     COMP
 NE0480  Y           -  -4,697,195.187 (meters)                     COMP
 NE0480  Z           -   4,265,493.990 (meters)                     COMP
 NE0480  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 NE0480  ELLIP HEIGHT-         155.40  (meters)          (07/12/02) GPS OBS
 NE0480  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NE0480  DYNAMIC HT  -         189.784 (meters)     622.65  (feet)  COMP
 NE0480  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 NE0480  OBS GRAVITY -     980,308.6   (mgal)                       GRAV_OBS
 NE0480
 NE0480  HORZ ORDER  -  FIRST
 NE0480  VERT ORDER  -  FIRST     CLASS II
 NE0480  ELLP ORDER  -  FOURTH    CLASS I
 NE0480
 NE0480.The horizontal coordinates were established by GPS observations
 NE0480.and adjusted by the National Geodetic Survey in February 1997..
 NE0480
 NE0480.The orthometric height was determined by differential leveling
 NE0480.and adjusted by the National Geodetic Survey in June 1991..
 NE0480
 NE0480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0480
 NE0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0480
 NE0480.The ellipsoidal height was determined by GPS observations
 NE0480.and is referenced to NAD 83.
 NE0480
 NE0480.The geoid height was determined by GEOID03.
 NE0480
 NE0480.The dynamic height is computed by dividing the NAVD 88
 NE0480.geopotential number by the normal gravity value computed on the
 NE0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0480.degrees latitude (g = 980.6199 gals.).
 NE0480
 NE0480.The modeled gravity was interpolated from observed gravity values.
 NE0480.The observed gravity was obtained from relative gravimeter ties
 NE0480.to the IGSN71 gravity network.
 NE0480
 NE0480;                    North         East     Units Scale Factor Converg.
 NE0480;SPC MI S     -    82,743.381 4,085,725.646   MT  0.99996976   +0 42 24.6
 NE0480;SPC MI S     -   271,467.79 13,404,611.70   iFT  0.99996976   +0 42 24.6
 NE0480;UTM  17      - 4,679,064.191   307,922.423   MT  1.00005397   -1 33 55.6
 NE0480
 NE0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0480!SPC MI S     -   0.99997563  x   0.99996976  =   0.99994539
 NE0480!UTM  17      -   0.99997563  x   1.00005397  =   1.00002960
 NE0480
 NE0480                          SUPERSEDED SURVEY CONTROL
 NE0480
 NE0480  ELLIP H (02/03/97)  155.45   (m)                       GP(       ) 4 1
 NE0480  NAD 83(1986)-  42 14 24.54243(N)    083 19 40.81223(W) AD(       ) 1
 NE0480  NAVD 88 (06/12/95)  189.84   (m)          622.8    (f) LEVELING    3  
 NE0480  NGVD 29 (01/19/93)  189.986  (m)          623.31   (f) ADJUSTED    1 2
 NE0480
 NE0480.Superseded values are not recommended for survey control.
 NE0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0480.See file dsdata.txt to determine how the superseded data were derived.
 NE0480
 NE0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0792279064(NAD 83)
 NE0480_MARKER: DB = BENCH MARK DISK
 NE0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE0480_SP_SET: WINGWALL OF RAILROAD BRIDGE
 NE0480_STAMPING: F 185 1958
 NE0480_MARK LOGO: CGS   
 NE0480_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0480+STABILITY: SURFACE MOTION
 NE0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0480+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 NE0480
 NE0480  HISTORY     - Date     Condition        Report By
 NE0480  HISTORY     - 1958     MONUMENTED       CGS
 NE0480  HISTORY     - 1975     GOOD             NGS
 NE0480  HISTORY     - 1983     GOOD             LOCSUR
 NE0480  HISTORY     - 1985     GOOD             NGS
 NE0480  HISTORY     - 19940307 GOOD             MIDT
 NE0480  HISTORY     - 19990101 MARK NOT FOUND   NGS
 NE0480  HISTORY     - 20010904 POOR             INDIV
 NE0480
 NE0480                          STATION DESCRIPTION
 NE0480
 NE0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0480'3 MI S FROM INKSTER.
 NE0480'3.0 MILES SOUTH OF INKSTER, MICH.  ON THE NW WING WALL OF THE
 NE0480'OVER PASS OF THE WABASH RAILROAD OVER MIDDLE BELT ROAD.  IN
 NE0480'A DRILL HOLE IN THE LOWER STEP OF THE WING WALL 39.7 FT. WEST
 NE0480'OF THE CENTER LINE OF MIDDLE BELT ROAD, 24.6 NORTH OF THE NORTH
 NE0480'STEEL PLATE GIRDER OF BRIDGE, AND 5.1 FT. ABOVE THE SIDEWALK.
 NE0480'THE OVERPASS IS NEAR THE NORTHEAST CORNER OF THE AIRPORT.
 NE0480
 NE0480                          STATION RECOVERY (1975)
 NE0480
 NE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 NE0480'RECOVERED IN GOOD CONDITION.
 NE0480
 NE0480                          STATION RECOVERY (1983)
 NE0480
 NE0480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0480'RECOVERED IN GOOD CONDITION.
 NE0480
 NE0480                          STATION RECOVERY (1985)
 NE0480
 NE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0480'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.  THE
 NE0480'RAILROAD IS NOW THE NORFOLK AND WESTERN.
 NE0480
 NE0480                          STATION RECOVERY (1994)
 NE0480
 NE0480'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE0480'STATION IS LOCATED IN QUAD 420832 ON THE FLAT ROCK NORTHEAST
 NE0480'QUADRANGLE MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 11, T-3-S,
 NE0480'R-9-E, ROMULUS TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF TAYLOR,
 NE0480'10.5 MI (16.9 KM) NORTH OF FLAT ROCK, 16.5 MI (26.6 KM) EASTERLY OF
 NE0480'YPSILANTI AND ALONG THE NORTH END OF THE METROPOLITAN DETROIT AIRPORT.
 NE0480'TO REACH FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 94 AND U.S.
 NE0480'HIGHWAY 24 (TELEGRAPH ROAD), GO WEST ALONG INTERSTATE HIGHWAY 94 FOR
 NE0480'3.5 MILES (5.6 KM) TO MIDDLEBELT ROAD EXIT.  TURN LEFT AND GO SOUTH
 NE0480'FOR 0.35 MI (0.56 KM) ALONG MIDDLEBELT ROAD TO THE STATION ON THE
 NE0480'RIGHT AT THE RAILROAD BRIDGE AS DESCRIBED. STATION IS IN THE LOWER
 NE0480'STEP OF THE NORTHWEST WINGWALL OF BRIDGE.  IT IS 30.8 FT (9.4 M)
 NE0480'SOUTHEAST FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE, 29.0 FT (8.8
 NE0480'M) NORTH FROM THE NORTH RAIL OF A DOUBLE SET OF RAILS, 28.1 FT (8.6 M)
 NE0480'EAST FROM A UTILITY POLE, 27.5 FT (8.4 M) SOUTHEAST FROM THE SOUTHEAST
 NE0480'CORNER OF CONCRETE BUILDING, 8.1 FT (2.5 M) WEST FROM THE WESTERLY
 NE0480'EDGE CURB FOR MIDDLEBELT ROAD AND ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL
 NE0480'OF MIDDLEBELT ROAD.  NO WINTESS POST WAS SET A THIS STATION.
 NE0480
 NE0480                          STATION RECOVERY (1999)
 NE0480
 NE0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 NE0480'MARK NOT FOUND.
 NE0480
 NE0480                          STATION RECOVERY (2001)
 NE0480
 NE0480'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JLW)
 NE0480'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0114 ***********************************************************************
 NF0114  DESIGNATION -  F 19
 NF0114  PID         -  NF0114
 NF0114  STATE/COUNTY-  MI/INGHAM
 NF0114  USGS QUAD   -  LESLIE (1970)
 NF0114
 NF0114                         *CURRENT SURVEY CONTROL
 NF0114  ___________________________________________________________________
 NF0114* NAD 83(1986)-  42 28 49.     (N)    084 25 42.     (W)     SCALED    
 NF0114* NAVD 88     -       295.797  (meters)     970.46   (feet)  ADJUSTED  
 NF0114  ___________________________________________________________________
 NF0114  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF0114  DYNAMIC HT  -         295.702 (meters)     970.15  (feet)  COMP
 NF0114  MODELED GRAV-     980,293.2   (mgal)                       NAVD 88
 NF0114
 NF0114  VERT ORDER  -  FIRST     CLASS II
 NF0114
 NF0114.The horizontal coordinates were scaled from a topographic map and have
 NF0114.an estimated accuracy of +/- 6 seconds.
 NF0114
 NF0114.The orthometric height was determined by differential leveling
 NF0114.and adjusted by the National Geodetic Survey in January 2002..
 NF0114.No vertical observational check was made to the station.
 NF0114
 NF0114.The geoid height was determined by GEOID03.
 NF0114
 NF0114.The dynamic height is computed by dividing the NAVD 88
 NF0114.geopotential number by the normal gravity value computed on the
 NF0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0114.degrees latitude (g = 980.6199 gals.).
 NF0114
 NF0114.The modeled gravity was interpolated from observed gravity values.
 NF0114
 NF0114;                    North         East    Units  Estimated Accuracy
 NF0114;SPC MI S     -   108,890.    3,994,930.      MT  (+/- 180 meters Scaled)
 NF0114
 NF0114                          SUPERSEDED SURVEY CONTROL
 NF0114
 NF0114  NAVD 88 (06/15/91)  295.660  (m)          970.01   (f) UNKNOWN     1 2
 NF0114  NGVD 29 (??/??/92)  295.786  (m)          970.42   (f) ADJ UNCH    1 2
 NF0114
 NF0114.Superseded values are not recommended for survey control.
 NF0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0114.See file dsdata.txt to determine how the superseded data were derived.
 NF0114
 NF0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113063(NAD 83)
 NF0114_MARKER: DB = BENCH MARK DISK
 NF0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0114_STAMPING: F 19 1916 ELEV. 970.425 FT.
 NF0114_MARK LOGO: CGS   
 NF0114_PROJECTION: FLUSH
 NF0114_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0114+STABILITY: SURFACE MOTION
 NF0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0114+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 NF0114
 NF0114  HISTORY     - Date     Condition        Report By
 NF0114  HISTORY     - 1916     MONUMENTED       CGS
 NF0114  HISTORY     - 1935     POOR             NGS
 NF0114  HISTORY     - 1976     POOR             NGS
 NF0114  HISTORY     - 19921116 GOOD             NGS
 NF0114  HISTORY     - 20000216 GOOD             NGS
 NF0114
 NF0114                          STATION DESCRIPTION
 NF0114
 NF0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 NF0114'2 MI N FROM LESLIE.
 NF0114'2.0 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0114'STATION AT LESLIE, INGHAM COUNTY, AT A DIRT-ROAD CROSSING, 34
 NF0114'FEET NORTH OF THE CENTERLINE OF THE ROAD, 47.5 FEET WEST OF THE
 NF0114'WEST RAIL, AND AT A FENCE CORNER.  A STANDARD CAP, STAMPED
 NF0114'ELEV. 970.425 FT. F 19 1916 AND SET IN THE TOP OF A CONCRETE
 NF0114'POST PROJECTING 1 FOOT ABOVE GROUND.  NOTE-- LEVELING BY THE
 NF0114'MICHIGAN GEODETIC SURVEY INDICATES THAT THIS BENCH MARK HAS
 NF0114'HEAVED ABOUT 0.35 FOOT DUE TO FROST ACTION.
 NF0114
 NF0114                          STATION RECOVERY (1976)
 NF0114
 NF0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0114'MARK WAS RECOVERED AT THE INTERSECTION OF THE PENN CENTRAL RAILROAD
 NF0114'AND COVERT ROAD. IT IS 47.5 FEET WEST OF THE WEST RAIL 33 FEET NORTH
 NF0114'OF THE CENTER AT COVERT ROAD AND 1.5 FEET EAST SOUTH EAST OF THE END
 NF0114'OF THE HIGHWAY FENCE. THE CONCRETE IS PARTLY BROKEN AROUND DISK AND
 NF0114'MARK LOOSE IN THE GROUND. RECOVERY DATED 1935 BY MICHIGAN GEODETIC
 NF0114'SURVEY STATED THAT THERE LEVELING INDICATED THAT THE MARK HEAVED 0.35
 NF0114'FOOT.
 NF0114
 NF0114                          STATION RECOVERY (1992)
 NF0114
 NF0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0114'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF0114'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 1.0
 NF0114'KM (0.60 MI) EASTERLY ALONG COVERT ROAD, 14.6 M (47.9 FT) WEST OF THE
 NF0114'NEAR RAIL OF THE CONRAIL RAILROAD, 10.1 M (33.1 FT) NORTH OF THE ROAD
 NF0114'CENTERLINE, 5.8 M (19.0 FT) EAST OF THE CENTER OF A FIELD ENTRANCE,
 NF0114'0.4 M (1.3 FT) SOUTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE
 NF0114'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 NF0114'MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 NF0114
 NF0114                          STATION RECOVERY (2000)
 NF0114
 NF0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0114'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0643 ***********************************************************************
 NE0643  DESIGNATION -  F 190
 NE0643  PID         -  NE0643
 NE0643  STATE/COUNTY-  MI/WAYNE
 NE0643  USGS QUAD   -  HIGHLAND PARK (1983)
 NE0643
 NE0643                         *CURRENT SURVEY CONTROL
 NE0643  ___________________________________________________________________
 NE0643* NAD 83(1986)-  42 24 30.     (N)    083 00 30.     (W)     SCALED    
 NE0643* NAVD 88     -       189.644  (meters)     622.19   (feet)  ADJUSTED  
 NE0643  ___________________________________________________________________
 NE0643  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 NE0643  DYNAMIC HT  -         189.590 (meters)     622.01  (feet)  COMP
 NE0643  MODELED GRAV-     980,331.5   (mgal)                       NAVD 88
 NE0643
 NE0643  VERT ORDER  -  SECOND    CLASS 0
 NE0643
 NE0643.The horizontal coordinates were scaled from a topographic map and have
 NE0643.an estimated accuracy of +/- 6 seconds.
 NE0643
 NE0643.The orthometric height was determined by differential leveling
 NE0643.and adjusted by the National Geodetic Survey in June 1991..
 NE0643
 NE0643.The geoid height was determined by GEOID03.
 NE0643
 NE0643.The dynamic height is computed by dividing the NAVD 88
 NE0643.geopotential number by the normal gravity value computed on the
 NE0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0643.degrees latitude (g = 980.6199 gals.).
 NE0643
 NE0643.The modeled gravity was interpolated from observed gravity values.
 NE0643
 NE0643;                    North         East    Units  Estimated Accuracy
 NE0643;SPC MI S     -   101,800.    4,111,810.      MT  (+/- 180 meters Scaled)
 NE0643
 NE0643                          SUPERSEDED SURVEY CONTROL
 NE0643
 NE0643  NGVD 29 (??/??/92)  189.791  (m)          622.67   (f) ADJ UNCH    2 0
 NE0643
 NE0643.Superseded values are not recommended for survey control.
 NE0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0643.See file dsdata.txt to determine how the superseded data were derived.
 NE0643
 NE0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG347970(NAD 83)
 NE0643_MARKER: DB = BENCH MARK DISK
 NE0643_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0643_SP_SET: CONCRETE MANHOLE
 NE0643_STAMPING: F 190 1957
 NE0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0643
 NE0643  HISTORY     - Date     Condition        Report By
 NE0643  HISTORY     - 1957     MONUMENTED       MI1260
 NE0643  HISTORY     - 1957     GOOD             NGS
 NE0643  HISTORY     - 1979     GOOD             NGS
 NE0643  HISTORY     - 19991004 MARK NOT FOUND   USPSQD
 NE0643
 NE0643                          STATION DESCRIPTION
 NE0643
 NE0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NE0643'AT DETROIT CITY AIRPORT.
 NE0643'ON THE WEST SIDE OF THE AIRPORT, ABOUT 150 FT. EAST OF A LARGE
 NE0643'GAS HOLDER, 419 FT. WEST OF CL INTERSECTION OF NW/SE AND NE/SW
 NE0643'RUNWAYS, 45.6 FT. ENE OF DOOR OF FLOOR LITE CONTROL HOUSE, A
 NE0643'STANDARD DISK, STAMPED F 190 1957, SET IN DRILL HOLE IN THE SE
 NE0643'CORNER OF A 9 X 9 CONCRETE MANHOLE.
 NE0643
 NE0643                          STATION RECOVERY (1979)
 NE0643
 NE0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 NE0643'RECOVERED IN GOOD CONDITION.
 NE0643
 NE0643                          STATION RECOVERY (1999)
 NE0643
 NE0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0077 ***********************************************************************
 RK0077  DESIGNATION -  F 193
 RK0077  PID         -  RK0077
 RK0077  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0077  USGS QUAD   -  
 RK0077
 RK0077                         *CURRENT SURVEY CONTROL
 RK0077  ___________________________________________________________________
 RK0077* NAD 83(1986)-  46 22 18.     (N)    086 17 28.     (W)     SCALED    
 RK0077* NAVD 88     -       250.801  (meters)     822.84   (feet)  ADJUSTED  
 RK0077  ___________________________________________________________________
 RK0077  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 RK0077  DYNAMIC HT  -         250.819 (meters)     822.90  (feet)  COMP
 RK0077  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RK0077
 RK0077  VERT ORDER  -  SECOND    CLASS 0
 RK0077
 RK0077.The horizontal coordinates were scaled from a topographic map and have
 RK0077.an estimated accuracy of +/- 6 seconds.
 RK0077
 RK0077.The orthometric height was determined by differential leveling
 RK0077.and adjusted by the National Geodetic Survey in June 1991..
 RK0077
 RK0077.The geoid height was determined by GEOID03.
 RK0077
 RK0077.The dynamic height is computed by dividing the NAVD 88
 RK0077.geopotential number by the normal gravity value computed on the
 RK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0077.degrees latitude (g = 980.6199 gals.).
 RK0077
 RK0077.The modeled gravity was interpolated from observed gravity values.
 RK0077
 RK0077;                    North         East    Units  Estimated Accuracy
 RK0077;SPC MI N     -   176,780.    8,054,540.      MT  (+/- 180 meters Scaled)
 RK0077
 RK0077                          SUPERSEDED SURVEY CONTROL
 RK0077
 RK0077  NGVD 29 (??/??/92)  250.763  (m)          822.71   (f) ADJ UNCH    2 0
 RK0077
 RK0077.Superseded values are not recommended for survey control.
 RK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0077.See file dsdata.txt to determine how the superseded data were derived.
 RK0077
 RK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES545355(NAD 83)
 RK0077_MARKER: DB = BENCH MARK DISK
 RK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0077_STAMPING: F 193 1964
 RK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0077+STABILITY: SURFACE MOTION
 RK0077
 RK0077  HISTORY     - Date     Condition        Report By
 RK0077  HISTORY     - 1964     MONUMENTED       CGS
 RK0077
 RK0077                          STATION DESCRIPTION
 RK0077
 RK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0077'2.1 MI N FROM CREIGHTON.
 RK0077'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT
 RK0077'CONCRETE BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 2.0
 RK0077'MILES NORTH ALONG A SAND ROAD, IN S 22, T 46 N, R 16 W, ON
 RK0077'THE OUTSIDE AND AT THE SOUTHEAST END OF A CURVE IN THE ROAD,
 RK0077'20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 33 FEET
 RK0077'SOUTHEAST OF A 20-INCH TWIN-FORKED WILD CHERRY TREE, 1.6 FEET
 RK0077'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE
 RK0077'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0077'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0425 ***********************************************************************
 RJ0425  DESIGNATION -  F 194
 RJ0425  PID         -  RJ0425
 RJ0425  STATE/COUNTY-  MI/LUCE
 RJ0425  USGS QUAD   -  NEWBERRY (1973)
 RJ0425
 RJ0425                         *CURRENT SURVEY CONTROL
 RJ0425  ___________________________________________________________________
 RJ0425* NAD 83(1986)-  46 21 23.     (N)    085 30 28.     (W)     SCALED    
 RJ0425* NAVD 88     -       237.304  (meters)     778.55   (feet)  ADJUSTED  
 RJ0425  ___________________________________________________________________
 RJ0425  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 RJ0425  DYNAMIC HT  -         237.318 (meters)     778.60  (feet)  COMP
 RJ0425  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0425
 RJ0425  VERT ORDER  -  SECOND    CLASS 0
 RJ0425
 RJ0425.The horizontal coordinates were scaled from a topographic map and have
 RJ0425.an estimated accuracy of +/- 6 seconds.
 RJ0425
 RJ0425.The orthometric height was determined by differential leveling
 RJ0425.and adjusted by the National Geodetic Survey in June 1991..
 RJ0425
 RJ0425.The geoid height was determined by GEOID03.
 RJ0425
 RJ0425.The dynamic height is computed by dividing the NAVD 88
 RJ0425.geopotential number by the normal gravity value computed on the
 RJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0425.degrees latitude (g = 980.6199 gals.).
 RJ0425
 RJ0425.The modeled gravity was interpolated from observed gravity values.
 RJ0425
 RJ0425;                    North         East    Units  Estimated Accuracy
 RJ0425;SPC MI N     -   175,920.    8,114,830.      MT  (+/- 180 meters Scaled)
 RJ0425
 RJ0425                          SUPERSEDED SURVEY CONTROL
 RJ0425
 RJ0425  NGVD 29 (??/??/92)  237.268  (m)          778.44   (f) ADJ UNCH    2 0
 RJ0425
 RJ0425.Superseded values are not recommended for survey control.
 RJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0425.See file dsdata.txt to determine how the superseded data were derived.
 RJ0425
 RJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS148347(NAD 83)
 RJ0425_MARKER: DB = BENCH MARK DISK
 RJ0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0425_SP_SET: CONCRETE BASE
 RJ0425_STAMPING: F 194 1964
 RJ0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0425+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 RJ0425
 RJ0425  HISTORY     - Date     Condition        Report By
 RJ0425  HISTORY     - 1964     MONUMENTED       CGS
 RJ0425  HISTORY     - 20040920 GOOD             USPSQD
 RJ0425  HISTORY     - 20051102 GOOD             INDIV
 RJ0425
 RJ0425                          STATION DESCRIPTION
 RJ0425
 RJ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0425'AT NEWBERRY.
 RJ0425'AT NEWBERRY, IN S 25, T 46 N, R 10 W, AT THE INTERSECTION OF
 RJ0425'NEWBERRY AVENUE AND TRUMAN STREET, ON THE LAWN OF THE MC MILLAN
 RJ0425'TOWNSHIP HALL, 26 FEET SOUTH OF THE SOUTH CURB OF TRUMAN STREET,
 RJ0425'25 FEET EAST OF THE EAST CURB LINE OF NEWBERRY AVENUE, SET IN
 RJ0425'THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE FOR A FLAG
 RJ0425'POLE, 10 1/2 FEET NORTHWEST OF THE BUILDING, AND ABOUT LEVEL
 RJ0425'WITH THE GROUND.
 RJ0425
 RJ0425                          STATION RECOVERY (2004)
 RJ0425
 RJ0425'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0425'DISK IS ON AN UNOCCUPIED FORMER FLAGPOLE BASE AND IS APPROXIMATELY SIX
 RJ0425'FEET WEST OF A FLAGPOLE WITH ROUND CONCRETE BASE.
 RJ0425
 RJ0425                          STATION RECOVERY (2005)
 RJ0425
 RJ0425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 RJ0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0014 ***********************************************************************
 RK0014  DESIGNATION -  F 195
 RK0014  PID         -  RK0014
 RK0014  STATE/COUNTY-  MI/ALGER
 RK0014  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0014
 RK0014                         *CURRENT SURVEY CONTROL
 RK0014  ___________________________________________________________________
 RK0014* NAD 83(1986)-  46 36 10.     (N)    086 12 53.     (W)     SCALED    
 RK0014* NAVD 88     -       254.383  (meters)     834.59   (feet)  ADJUSTED  
 RK0014  ___________________________________________________________________
 RK0014  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 RK0014  DYNAMIC HT  -         254.402 (meters)     834.65  (feet)  COMP
 RK0014  MODELED GRAV-     980,681.8   (mgal)                       NAVD 88
 RK0014
 RK0014  VERT ORDER  -  SECOND    CLASS 0
 RK0014
 RK0014.The horizontal coordinates were scaled from a topographic map and have
 RK0014.an estimated accuracy of +/- 6 seconds.
 RK0014
 RK0014.The orthometric height was determined by differential leveling
 RK0014.and adjusted by the National Geodetic Survey in June 1991..
 RK0014
 RK0014.The geoid height was determined by GEOID03.
 RK0014
 RK0014.The dynamic height is computed by dividing the NAVD 88
 RK0014.geopotential number by the normal gravity value computed on the
 RK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0014.degrees latitude (g = 980.6199 gals.).
 RK0014
 RK0014.The modeled gravity was interpolated from observed gravity values.
 RK0014
 RK0014;                    North         East    Units  Estimated Accuracy
 RK0014;SPC MI N     -   202,520.    8,060,160.      MT  (+/- 180 meters Scaled)
 RK0014
 RK0014                          SUPERSEDED SURVEY CONTROL
 RK0014
 RK0014  NGVD 29 (??/??/92)  254.343  (m)          834.46   (f) ADJ UNCH    2 0
 RK0014
 RK0014.Superseded values are not recommended for survey control.
 RK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0014.See file dsdata.txt to determine how the superseded data were derived.
 RK0014
 RK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES601613(NAD 83)
 RK0014_MARKER: DB = BENCH MARK DISK
 RK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0014_STAMPING: F 195 1964
 RK0014_MARK LOGO: CGS   
 RK0014_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0014+STABILITY: SURFACE MOTION
 RK0014
 RK0014  HISTORY     - Date     Condition        Report By
 RK0014  HISTORY     - 1964     MONUMENTED       CGS
 RK0014  HISTORY     - 19940424 GOOD             LOCENG
 RK0014
 RK0014                          STATION DESCRIPTION
 RK0014
 RK0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0014'15.1 MI SW FROM GRAND MARAIS.
 RK0014'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0014'CHURCH AT GRAND MARAIS, THENCE 5.6 MILES WEST ALONG COUNTY ROADS
 RK0014'708 AND 700, THENCE 8.6 MILES SOUTHWEST ALONG COUNTY ROAD 714,
 RK0014'IN S 32, T 49 N, R 15 W, IN THE Y-JUNCTION OF COUNTY ROAD 700
 RK0014'LEADING NORTH AND SOUTHWEST AND COUNTY ROAD 714 LEADING
 RK0014'NORTHEAST, 40 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 700,
 RK0014'32 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 714, 25
 RK0014'FEET NORTHEAST OF THE CENTER LINE OF A CUT-OFF DRIVE BETWEEN
 RK0014'THE TWO ROADS, 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RK0014'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0014'PROJECTING 6 INCHES.
 RK0014
 RK0014                          STATION RECOVERY (1994)
 RK0014
 RK0014'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0014'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0032 ***********************************************************************
 RK0032  DESIGNATION -  F 196
 RK0032  PID         -  RK0032
 RK0032  STATE/COUNTY-  MI/ALGER
 RK0032  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0032
 RK0032                         *CURRENT SURVEY CONTROL
 RK0032  ___________________________________________________________________
 RK0032* NAD 83(1986)-  46 34 02.     (N)    086 00 42.     (W)     SCALED    
 RK0032* NAVD 88     -       279.051  (meters)     915.52   (feet)  ADJUSTED  
 RK0032  ___________________________________________________________________
 RK0032  GEOID HEIGHT-         -35.66  (meters)                     GEOID03
 RK0032  DYNAMIC HT  -         279.069 (meters)     915.58  (feet)  COMP
 RK0032  MODELED GRAV-     980,670.4   (mgal)                       NAVD 88
 RK0032
 RK0032  VERT ORDER  -  SECOND    CLASS 0
 RK0032
 RK0032.The horizontal coordinates were scaled from a topographic map and have
 RK0032.an estimated accuracy of +/- 6 seconds.
 RK0032
 RK0032.The orthometric height was determined by differential leveling
 RK0032.and adjusted by the National Geodetic Survey in June 1991..
 RK0032
 RK0032.The geoid height was determined by GEOID03.
 RK0032
 RK0032.The dynamic height is computed by dividing the NAVD 88
 RK0032.geopotential number by the normal gravity value computed on the
 RK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0032.degrees latitude (g = 980.6199 gals.).
 RK0032
 RK0032.The modeled gravity was interpolated from observed gravity values.
 RK0032
 RK0032;                    North         East    Units  Estimated Accuracy
 RK0032;SPC MI N     -   198,740.    8,075,770.      MT  (+/- 180 meters Scaled)
 RK0032
 RK0032                          SUPERSEDED SURVEY CONTROL
 RK0032
 RK0032  NGVD 29 (??/??/92)  279.008  (m)          915.38   (f) ADJ UNCH    2 0
 RK0032
 RK0032.Superseded values are not recommended for survey control.
 RK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0032.See file dsdata.txt to determine how the superseded data were derived.
 RK0032
 RK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES757575(NAD 83)
 RK0032_MARKER: DB = BENCH MARK DISK
 RK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0032_STAMPING: F 196 1964
 RK0032_MARK LOGO: CGS   
 RK0032_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0032+STABILITY: SURFACE MOTION
 RK0032
 RK0032  HISTORY     - Date     Condition        Report By
 RK0032  HISTORY     - 1964     MONUMENTED       CGS
 RK0032  HISTORY     - 19940507 GOOD             LOCENG
 RK0032  HISTORY     - 19940801 POOR             USPSQD
 RK0032  HISTORY     - 19990907 POOR             USPSQD
 RK0032
 RK0032                          STATION DESCRIPTION
 RK0032
 RK0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0032'7.5 MI S FROM GRAND MARAIS.
 RK0032'ABOUT 7.5 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0032'METHODIST CHURCH AT GRAND MARAIS, IN S 12, T 48 N, R 14 W,
 RK0032'ABOUT 0.9 MILE SOUTH OF THE JUNCTION OF A GRAVELED ROAD LEADING
 RK0032'EAST, ABOUT 0.15 MILE SOUTHWEST OF THE CENTER OF A CURVE IN
 RK0032'THE ROAD, AT THE JUNCTION OF A NARROW WOODS ROAD LEADING
 RK0032'SOUTHEAST, 85 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 RK0032'20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET
 RK0032'SOUTHEAST OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER
 RK0032'THE ROAD, NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RK0032'THE ROAD, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 RK0032'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0032
 RK0032                          STATION RECOVERY (1994)
 RK0032
 RK0032'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0032'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0032
 RK0032                          STATION RECOVERY (1994)
 RK0032
 RK0032'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0032'MARK RECOVERED IN POOR CONDITION.
 RK0032
 RK0032                          STATION RECOVERY (1999)
 RK0032
 RK0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0032'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0559 ***********************************************************************
 RJ0559  DESIGNATION -  F 197
 RJ0559  PID         -  RJ0559
 RJ0559  STATE/COUNTY-  MI/ALGER
 RJ0559  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0559
 RJ0559                         *CURRENT SURVEY CONTROL
 RJ0559  ___________________________________________________________________
 RJ0559* NAD 83(1986)-  46 39 50.     (N)    085 55 53.     (W)     SCALED    
 RJ0559* NAVD 88     -       194.749  (meters)     638.94   (feet)  ADJUSTED  
 RJ0559  ___________________________________________________________________
 RJ0559  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 RJ0559  DYNAMIC HT  -         194.766 (meters)     638.99  (feet)  COMP
 RJ0559  MODELED GRAV-     980,694.3   (mgal)                       NAVD 88
 RJ0559
 RJ0559  VERT ORDER  -  SECOND    CLASS 0
 RJ0559
 RJ0559.The horizontal coordinates were scaled from a topographic map and have
 RJ0559.an estimated accuracy of +/- 6 seconds.
 RJ0559
 RJ0559.The orthometric height was determined by differential leveling
 RJ0559.and adjusted by the National Geodetic Survey in June 1991..
 RJ0559
 RJ0559.The geoid height was determined by GEOID03.
 RJ0559
 RJ0559.The dynamic height is computed by dividing the NAVD 88
 RJ0559.geopotential number by the normal gravity value computed on the
 RJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0559.degrees latitude (g = 980.6199 gals.).
 RJ0559
 RJ0559.The modeled gravity was interpolated from observed gravity values.
 RJ0559
 RJ0559;                    North         East    Units  Estimated Accuracy
 RJ0559;SPC MI N     -   209,570.    8,081,770.      MT  (+/- 180 meters Scaled)
 RJ0559
 RJ0559                          SUPERSEDED SURVEY CONTROL
 RJ0559
 RJ0559  NGVD 29 (??/??/92)  194.711  (m)          638.81   (f) ADJ UNCH    2 0
 RJ0559
 RJ0559.Superseded values are not recommended for survey control.
 RJ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0559.See file dsdata.txt to determine how the superseded data were derived.
 RJ0559
 RJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES817683(NAD 83)
 RJ0559_MARKER: DB = BENCH MARK DISK
 RJ0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0559_STAMPING: F 197 1964
 RJ0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0559+STABILITY: SURFACE MOTION
 RJ0559
 RJ0559  HISTORY     - Date     Condition        Report By
 RJ0559  HISTORY     - 1964     MONUMENTED       CGS
 RJ0559
 RJ0559                          STATION DESCRIPTION
 RJ0559
 RJ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0559'2.5 MI E FROM GRAND MARAIS.
 RJ0559'ABOUT 2.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0559'AT GRAND MARAIS, IN S 9, T 49 N, R 13 W, ON THE OUTSIDE AND NEAR
 RJ0559'THE NORTHWEST END OF A CURVE, AT THE JUNCTION OF COUNTY ROAD
 RJ0559'709 LEADING SOUTH, 64 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RJ0559'ROAD, 47 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 RJ0559'1.8 FEET NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0559'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0324 ***********************************************************************
 RJ0324  DESIGNATION -  F 198
 RJ0324  PID         -  RJ0324
 RJ0324  STATE/COUNTY-  MI/LUCE
 RJ0324  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0324
 RJ0324                         *CURRENT SURVEY CONTROL
 RJ0324  ___________________________________________________________________
 RJ0324* NAD 83(1986)-  46 38 38.     (N)    085 28 07.     (W)     SCALED    
 RJ0324* NAVD 88     -       209.701  (meters)     687.99   (feet)  ADJUSTED  
 RJ0324  ___________________________________________________________________
 RJ0324  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 RJ0324  DYNAMIC HT  -         209.717 (meters)     688.05  (feet)  COMP
 RJ0324  MODELED GRAV-     980,687.6   (mgal)                       NAVD 88
 RJ0324
 RJ0324  VERT ORDER  -  SECOND    CLASS 0
 RJ0324
 RJ0324.The horizontal coordinates were scaled from a topographic map and have
 RJ0324.an estimated accuracy of +/- 6 seconds.
 RJ0324
 RJ0324.The orthometric height was determined by differential leveling
 RJ0324.and adjusted by the National Geodetic Survey in June 1991..
 RJ0324
 RJ0324.The geoid height was determined by GEOID03.
 RJ0324
 RJ0324.The dynamic height is computed by dividing the NAVD 88
 RJ0324.geopotential number by the normal gravity value computed on the
 RJ0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0324.degrees latitude (g = 980.6199 gals.).
 RJ0324
 RJ0324.The modeled gravity was interpolated from observed gravity values.
 RJ0324
 RJ0324;                    North         East    Units  Estimated Accuracy
 RJ0324;SPC MI N     -   207,920.    8,117,230.      MT  (+/- 180 meters Scaled)
 RJ0324
 RJ0324                          SUPERSEDED SURVEY CONTROL
 RJ0324
 RJ0324  NGVD 29 (??/??/92)  209.661  (m)          687.86   (f) ADJ UNCH    2 0
 RJ0324
 RJ0324.Superseded values are not recommended for survey control.
 RJ0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0324.See file dsdata.txt to determine how the superseded data were derived.
 RJ0324
 RJ0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS171667(NAD 83)
 RJ0324_MARKER: DB = BENCH MARK DISK
 RJ0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0324_STAMPING: F 198 1964
 RJ0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0324+STABILITY: SURFACE MOTION
 RJ0324
 RJ0324  HISTORY     - Date     Condition        Report By
 RJ0324  HISTORY     - 1964     MONUMENTED       CGS
 RJ0324
 RJ0324                          STATION DESCRIPTION
 RJ0324
 RJ0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0324'11.9 MI SE FROM DEER PARK.
 RJ0324'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0324'LODGE AT DEER PARK, THENCE 9.1 MILES EAST ALONG COUNTY ROADS
 RJ0324'410 AND 412, IN S 17, T 49 N, R 9 W, ABOUT 0.9 MILE WEST OF THE
 RJ0324'JUNCTION OF COUNTY ROAD 414 LEADING EAST, ABOUT 0.5 MILE EAST
 RJ0324'OF A 50-FOOT WOODEN BRIDGE OVER THE EAST BRANCH OF THE TWO
 RJ0324'HEARTED RIVER, 56 FEET SOUTHEAST OF THE CENTER OF THE
 RJ0324'INTERSECTION OF A NARROW SAND ROAD, 27 FEET EAST OF THE CENTER
 RJ0324'LINE OF THE ROAD LEADING SOUTH, NORTHWEST TO A METAL WITNESS
 RJ0324'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RJ0324'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0147 ***********************************************************************
 NF0147  DESIGNATION -  F 20
 NF0147  PID         -  NF0147
 NF0147  STATE/COUNTY-  MI/WASHTENAW
 NF0147  USGS QUAD   -  CHELSEA (1973)
 NF0147
 NF0147                         *CURRENT SURVEY CONTROL
 NF0147  ___________________________________________________________________
 NF0147* NAD 83(1986)-  42 19 11.     (N)    084 01 10.     (W)     SCALED    
 NF0147* NAVD 88     -       280.897  (meters)     921.58   (feet)  ADJUSTED  
 NF0147  ___________________________________________________________________
 NF0147  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF0147  DYNAMIC HT  -         280.809 (meters)     921.29  (feet)  COMP
 NF0147  MODELED GRAV-     980,300.8   (mgal)                       NAVD 88
 NF0147
 NF0147  VERT ORDER  -  FIRST     CLASS II
 NF0147
 NF0147.The horizontal coordinates were scaled from a topographic map and have
 NF0147.an estimated accuracy of +/- 6 seconds.
 NF0147
 NF0147.The orthometric height was determined by differential leveling
 NF0147.and adjusted by the National Geodetic Survey in June 1991..
 NF0147
 NF0147.The geoid height was determined by GEOID03.
 NF0147
 NF0147.The dynamic height is computed by dividing the NAVD 88
 NF0147.geopotential number by the normal gravity value computed on the
 NF0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0147.degrees latitude (g = 980.6199 gals.).
 NF0147
 NF0147.The modeled gravity was interpolated from observed gravity values.
 NF0147
 NF0147;                    North         East    Units  Estimated Accuracy
 NF0147;SPC MI S     -    91,110.    4,028,620.      MT  (+/- 180 meters Scaled)
 NF0147
 NF0147                          SUPERSEDED SURVEY CONTROL
 NF0147
 NF0147  NGVD 29 (??/??/92)  281.021  (m)          921.98   (f) ADJ UNCH    1 2
 NF0147
 NF0147.Superseded values are not recommended for survey control.
 NF0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0147.See file dsdata.txt to determine how the superseded data were derived.
 NF0147
 NF0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM456895(NAD 83)
 NF0147_MARKER: DB = BENCH MARK DISK
 NF0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0147_STAMPING: ELEV 921.983 FT F 20 1916
 NF0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0147+STABILITY: SURFACE MOTION
 NF0147
 NF0147  HISTORY     - Date     Condition        Report By
 NF0147  HISTORY     - 1916     MONUMENTED       CGS
 NF0147  HISTORY     - 1934     GOOD             NGS
 NF0147  HISTORY     - 1963     MARK NOT FOUND   USGS
 NF0147  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0147
 NF0147                          STATION DESCRIPTION
 NF0147
 NF0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0147'AT CHELSEA.
 NF0147'AT CHELSEA, WASHTENAW COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NF0147'75 YARDS EAST OF THE STATION, AND IN THE SOUTHEAST CORNER OF
 NF0147'THE PARK.  A STANDARD DISK, STAMPED ELEV 921.983 FT F 20 1916
 NF0147'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCHES
 NF0147'ABOVE GROUND.  NOTE-- A NEW SIDEWALK IS LOCATED AT LOCATION
 NF0147'OF MARK.  THE PARK IS NOW LEASED BY A MANUFACTURING COMPANY
 NF0147'AND IS BEING USED AS A PARKING LOT.
 NF0147
 NF0147                          STATION RECOVERY (1963)
 NF0147
 NF0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NF0147'MARK NOT FOUND.
 NF0147
 NF0147                          STATION RECOVERY (1985)
 NF0147
 NF0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0890 ***********************************************************************
 QK0890  DESIGNATION -  F 200 RESET
 QK0890  PID         -  QK0890
 QK0890  STATE/COUNTY-  MI/MACKINAC
 QK0890  USGS QUAD   -  MORAN (1976)
 QK0890
 QK0890                         *CURRENT SURVEY CONTROL
 QK0890  ___________________________________________________________________
 QK0890* NAD 83(1986)-  45 53 32.     (N)    084 49 55.     (W)     SCALED    
 QK0890* NAVD 88     -       187.15   (meters)     614.0    (feet)  RESET     
 QK0890  ___________________________________________________________________
 QK0890  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0890
 QK0890  VERT ORDER  -  THIRD
 QK0890
 QK0890.The horizontal coordinates were scaled from a topographic map and have
 QK0890.an estimated accuracy of +/- 6 seconds.
 QK0890
 QK0890.The orthometric height was computed from unverified reset data.
 QK0890.No vertical observational check was made to the station.
 QK0890
 QK0890.The geoid height was determined by GEOID03.
 QK0890
 QK0890;                    North         East    Units  Estimated Accuracy
 QK0890;SPC MI N     -   125,550.    8,168,240.      MT  (+/- 180 meters Scaled)
 QK0890
 QK0890                          SUPERSEDED SURVEY CONTROL
 QK0890
 QK0890  NGVD 29 (03/27/06)  187.19   (m)          614.1    (f) RESET       3  
 QK0890
 QK0890.Superseded values are not recommended for survey control.
 QK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0890.See file dsdata.txt to determine how the superseded data were derived.
 QK0890
 QK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR682843(NAD 83)
 QK0890_MARKER: DV = VERTICAL CONTROL DISK
 QK0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0890_SP_SET: CONCRETE POST
 QK0890_STAMPING: F 200 RESET 1985
 QK0890_MARK LOGO: NGS   
 QK0890_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0890+STABILITY: SURFACE MOTION
 QK0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0890+SATELLITE: SATELLITE OBSERVATIONS - 1985
 QK0890
 QK0890  HISTORY     - Date     Condition        Report By
 QK0890  HISTORY     - 1985     MONUMENTED       MIDT
 QK0890  HISTORY     - 19950703 POOR             USPSQD
 QK0890
 QK0890                          STATION DESCRIPTION
 QK0890
 QK0890'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 QK0890'ABOUT 6.75 MI (10.86 KM) NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 QK0890'I-75 UNDERPASS AT ST IGNACE, 100 FT (30.5 M) SOUTHWEST OF THE
 QK0890'INTERSECTION OF CHEESEMAN ROAD AND U.S. HIGHWAY 2, 92 FT (28.0 M)
 QK0890'WEST OF THE CENTERLINE OF U.S. HIGHWAY 2 AND 35 FT (10.7 M) SOUTH OF
 QK0890'THE CENTERLINE OF CHEESEMAN ROAD, AND FLUSH WITH SURFACE OF THE
 QK0890'GROUND.  DESCRIBED BY NEIL E. HILL, MDOT.
 QK0890
 QK0890                          STATION RECOVERY (1995)
 QK0890
 QK0890'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0890'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0396 ***********************************************************************
 RJ0396  DESIGNATION -  F 201
 RJ0396  PID         -  RJ0396
 RJ0396  STATE/COUNTY-  MI/MACKINAC
 RJ0396  USGS QUAD   -  EPOUFETTE (1975)
 RJ0396
 RJ0396                         *CURRENT SURVEY CONTROL
 RJ0396  ___________________________________________________________________
 RJ0396* NAD 83(1986)-  46 04 11.     (N)    085 12 40.     (W)     SCALED    
 RJ0396* NAVD 88     -       184.213  (meters)     604.37   (feet)  ADJUSTED  
 RJ0396  ___________________________________________________________________
 RJ0396  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0396  DYNAMIC HT  -         184.224 (meters)     604.41  (feet)  COMP
 RJ0396  MODELED GRAV-     980,675.7   (mgal)                       NAVD 88
 RJ0396
 RJ0396  VERT ORDER  -  FIRST     CLASS 0
 RJ0396
 RJ0396.The horizontal coordinates were scaled from a topographic map and have
 RJ0396.an estimated accuracy of +/- 6 seconds.
 RJ0396
 RJ0396.The orthometric height was determined by differential leveling
 RJ0396.and adjusted by the National Geodetic Survey in June 1991..
 RJ0396
 RJ0396.The geoid height was determined by GEOID03.
 RJ0396
 RJ0396.The dynamic height is computed by dividing the NAVD 88
 RJ0396.geopotential number by the normal gravity value computed on the
 RJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0396.degrees latitude (g = 980.6199 gals.).
 RJ0396
 RJ0396.The modeled gravity was interpolated from observed gravity values.
 RJ0396
 RJ0396;                    North         East    Units  Estimated Accuracy
 RJ0396;SPC MI N     -   144,540.    8,138,380.      MT  (+/- 180 meters Scaled)
 RJ0396
 RJ0396                          SUPERSEDED SURVEY CONTROL
 RJ0396
 RJ0396  NGVD 29 (??/??/92)  184.253  (m)          604.50   (f) ADJ UNCH    1 0
 RJ0396
 RJ0396.Superseded values are not recommended for survey control.
 RJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0396.See file dsdata.txt to determine how the superseded data were derived.
 RJ0396
 RJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS383033(NAD 83)
 RJ0396_MARKER: DB = BENCH MARK DISK
 RJ0396_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0396_SP_SET: 14.5 FT
 RJ0396_STAMPING: F 201 1972
 RJ0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0396
 RJ0396  HISTORY     - Date     Condition        Report By
 RJ0396  HISTORY     - 1972     MONUMENTED       NGS
 RJ0396  HISTORY     - 19950815 GOOD             USPSQD
 RJ0396
 RJ0396                          STATION DESCRIPTION
 RJ0396
 RJ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0396'8.9 MI NW FROM BREVORT.
 RJ0396'ABOUT 8.9 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0396'LUTHERAN CHURCH AT BREVORT, ABOUT 0.35 MILE EAST OF AN 18-FOOT
 RJ0396'CONCRETE BRIDGE OVER PAQUIN CREEK, 123 FEET NORTHWEST OF THE
 RJ0396'NORTH END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY, 51 1/2
 RJ0396'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHWEST
 RJ0396'OF THE WEST ONE OF A ROW OF THREE (3) 8-INCH CYPRESS TREES, 1.3
 RJ0396'FEET WEST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 RJ0396'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0396'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0396'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0396'REFUSAL AT A DEPTH OF 14.5 FEET.  SECTION 5, T 42 N, R 7 W.
 RJ0396
 RJ0396                          STATION RECOVERY (1995)
 RJ0396
 RJ0396'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0516 ***********************************************************************
 RJ0516  DESIGNATION -  F 202
 RJ0516  PID         -  RJ0516
 RJ0516  STATE/COUNTY-  MI/MACKINAC
 RJ0516  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0516
 RJ0516                         *CURRENT SURVEY CONTROL
 RJ0516  ___________________________________________________________________
 RJ0516* NAD 83(1986)-  46 05 20.     (N)    085 47 31.     (W)     SCALED    
 RJ0516* NAVD 88     -       226.032  (meters)     741.57   (feet)  ADJUSTED  
 RJ0516  ___________________________________________________________________
 RJ0516  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0516  DYNAMIC HT  -         226.044 (meters)     741.61  (feet)  COMP
 RJ0516  MODELED GRAV-     980,661.9   (mgal)                       NAVD 88
 RJ0516
 RJ0516  VERT ORDER  -  FIRST     CLASS 0
 RJ0516
 RJ0516.The horizontal coordinates were scaled from a topographic map and have
 RJ0516.an estimated accuracy of +/- 6 seconds.
 RJ0516
 RJ0516.The orthometric height was determined by differential leveling
 RJ0516.and adjusted by the National Geodetic Survey in June 1991..
 RJ0516
 RJ0516.The geoid height was determined by GEOID03.
 RJ0516
 RJ0516.The dynamic height is computed by dividing the NAVD 88
 RJ0516.geopotential number by the normal gravity value computed on the
 RJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0516.degrees latitude (g = 980.6199 gals.).
 RJ0516
 RJ0516.The modeled gravity was interpolated from observed gravity values.
 RJ0516
 RJ0516;                    North         East    Units  Estimated Accuracy
 RJ0516;SPC MI N     -   145,820.    8,093,420.      MT  (+/- 180 meters Scaled)
 RJ0516
 RJ0516                          SUPERSEDED SURVEY CONTROL
 RJ0516
 RJ0516  NGVD 29 (??/??/92)  226.00   (m)          741.5    (f) COMPUTED    1 0
 RJ0516
 RJ0516.Superseded values are not recommended for survey control.
 RJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0516.See file dsdata.txt to determine how the superseded data were derived.
 RJ0516
 RJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES933046(NAD 83)
 RJ0516_MARKER: DB = BENCH MARK DISK
 RJ0516_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0516_SP_SET: 24 FEET
 RJ0516_STAMPING: F 202 1972
 RJ0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0516
 RJ0516  HISTORY     - Date     Condition        Report By
 RJ0516  HISTORY     - 1972     MONUMENTED       NGS
 RJ0516  HISTORY     - 19950816 GOOD             USPSQD
 RJ0516  HISTORY     - 20021111 GOOD             USPSQD
 RJ0516
 RJ0516                          STATION DESCRIPTION
 RJ0516
 RJ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0516'6.9 MI W FROM GOULD CITY.
 RJ0516'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0516'AT GOULD CITY, THENCE 5.35 MILES WEST ALONG U.S. HIGHWAY 2,
 RJ0516'THENCE 0.2 MILE SOUTH ALONG MILAKOKIA LAKE ROAD, THENCE 1.0
 RJ0516'MILE SOUTH ALONG COUNTY ROAD 1232 (PIKE LAKE ROAD), 0.25 MILE
 RJ0516'NORTHWEST OF THE JUNCTION OF A GRAVELED ROAD LEADING WEST TO
 RJ0516'MILAKOKIA CAMP GROUNDS, ON A SMALL MOUND SURROUNDED BY SWAMPY
 RJ0516'TUNDRA LIKE TERRAIN, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 RJ0516'THE COUNTY ROAD, 10 FEET SOUTHWEST OF A 5 INCH FORKED ASPEN
 RJ0516'TREE, 0.8 FOOT SOUTHEAST OF A METAL WITNESS POST, 2 FEET ABOVE
 RJ0516'THE LEVEL OF THE COUNTY ROAD AND IS A DISK ON THE TOP OF A
 RJ0516'COPPER COATED STEEL ROD THAT PROJECTS 3 INCHES ABOVE THE LEVEL
 RJ0516'OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS 4 INCHES
 RJ0516'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL
 RJ0516'AT A DEPTH OF 24 FEET.  SEC 27, T 43 N, R 12 W.
 RJ0516
 RJ0516                          STATION RECOVERY (1995)
 RJ0516
 RJ0516'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0516'RECOVERED IN GOOD CONDITION.
 RJ0516
 RJ0516                          STATION RECOVERY (2002)
 RJ0516
 RJ0516'RECOVERY NOTE BY US POWER SQUADRON 2002
 RJ0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0042 ***********************************************************************
 QL0042  DESIGNATION -  F 203
 QL0042  PID         -  QL0042
 QL0042  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0042  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0042
 QL0042                         *CURRENT SURVEY CONTROL
 QL0042  ___________________________________________________________________
 QL0042* NAD 83(1986)-  45 58 07.     (N)    086 11 13.     (W)     SCALED    
 QL0042* NAVD 88     -       207.229  (meters)     679.88   (feet)  ADJUSTED  
 QL0042  ___________________________________________________________________
 QL0042  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 QL0042  DYNAMIC HT  -         207.235 (meters)     679.90  (feet)  COMP
 QL0042  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 QL0042
 QL0042  VERT ORDER  -  FIRST     CLASS 0
 QL0042
 QL0042.The horizontal coordinates were scaled from a topographic map and have
 QL0042.an estimated accuracy of +/- 6 seconds.
 QL0042
 QL0042.The orthometric height was determined by differential leveling
 QL0042.and adjusted by the National Geodetic Survey in June 1991..
 QL0042
 QL0042.The geoid height was determined by GEOID03.
 QL0042
 QL0042.The dynamic height is computed by dividing the NAVD 88
 QL0042.geopotential number by the normal gravity value computed on the
 QL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0042.degrees latitude (g = 980.6199 gals.).
 QL0042
 QL0042.The modeled gravity was interpolated from observed gravity values.
 QL0042
 QL0042;                    North         East    Units  Estimated Accuracy
 QL0042;SPC MI N     -   132,060.    8,063,010.      MT  (+/- 180 meters Scaled)
 QL0042
 QL0042                          SUPERSEDED SURVEY CONTROL
 QL0042
 QL0042  NGVD 29 (??/??/92)  207.26   (m)          680.0    (f) COMPUTED    1 0
 QL0042
 QL0042.Superseded values are not recommended for survey control.
 QL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0042.See file dsdata.txt to determine how the superseded data were derived.
 QL0042
 QL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER629908(NAD 83)
 QL0042_MARKER: DB = BENCH MARK DISK
 QL0042_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0042_SP_SET: 24 FT
 QL0042_STAMPING: F 203 1972
 QL0042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0042
 QL0042  HISTORY     - Date     Condition        Report By
 QL0042  HISTORY     - 1972     MONUMENTED       NGS
 QL0042  HISTORY     - 1978     GOOD             MIDH
 QL0042  HISTORY     - 20010911 GOOD             MIDT
 QL0042  HISTORY     - 20040416 GOOD             USPSQD
 QL0042  HISTORY     - 20051117 GOOD             USPSQD
 QL0042
 QL0042                          STATION DESCRIPTION
 QL0042
 QL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0042'4 MI E FROM MANISTIQUE.
 QL0042'ABOUT 3.95 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0042'AT MANISTIQUE, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0042'16 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ENTRANCE TO
 QL0042'THE FAIRVIEW CEMETERY, 9 1/2 FEET NORTH OF A 15 INCH ELM TREE,
 QL0042'1 FOOT SOUTH OF A LARGE BRICK PILLAR (THE EAST ONE OF TWO
 QL0042'PILLARS), 0.75 MILE EAST OF A RAILROAD OVERPASS, 1 FOOT BELOW
 QL0042'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 QL0042'COATED STEEL ROD THAT IS 1 INCH BELOW THE LEVEL OF THE GROUND
 QL0042'AND ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE LEVEL
 QL0042'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 QL0042'SECTION 9, T41N, R15W.
 QL0042
 QL0042                          STATION RECOVERY (1978)
 QL0042
 QL0042'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0042'RECOVERED IN GOOD CONDITION.
 QL0042
 QL0042                          STATION RECOVERY (2001)
 QL0042
 QL0042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0042'RECOVERED IN GOOD CONDITION.
 QL0042
 QL0042                          STATION RECOVERY (2004)
 QL0042
 QL0042'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0042' 
 QL0042' 
 QL0042' 
 QL0042' 
 QL0042' 
 QL0042' 
 QL0042
 QL0042                          STATION RECOVERY (2005)
 QL0042
 QL0042'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0105 ***********************************************************************
 QL0105  DESIGNATION -  F 204
 QL0105  PID         -  QL0105
 QL0105  STATE/COUNTY-  MI/DELTA
 QL0105  USGS QUAD   -  ST JACQUES (1985)
 QL0105
 QL0105                         *CURRENT SURVEY CONTROL
 QL0105  ___________________________________________________________________
 QL0105* NAD 83(1986)-  45 53 24.     (N)    086 39 19.     (W)     SCALED    
 QL0105* NAVD 88     -       189.957  (meters)     623.22   (feet)  ADJUSTED  
 QL0105  ___________________________________________________________________
 QL0105  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0105  DYNAMIC HT  -         189.958 (meters)     623.22  (feet)  COMP
 QL0105  MODELED GRAV-     980,618.0   (mgal)                       NAVD 88
 QL0105
 QL0105  VERT ORDER  -  FIRST     CLASS 0
 QL0105
 QL0105.The horizontal coordinates were scaled from a topographic map and have
 QL0105.an estimated accuracy of +/- 6 seconds.
 QL0105
 QL0105.The orthometric height was determined by differential leveling
 QL0105.and adjusted by the National Geodetic Survey in June 1991..
 QL0105
 QL0105.The geoid height was determined by GEOID03.
 QL0105
 QL0105.The dynamic height is computed by dividing the NAVD 88
 QL0105.geopotential number by the normal gravity value computed on the
 QL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0105.degrees latitude (g = 980.6199 gals.).
 QL0105
 QL0105.The modeled gravity was interpolated from observed gravity values.
 QL0105
 QL0105;                    North         East    Units  Estimated Accuracy
 QL0105;SPC MI N     -   123,060.    8,026,750.      MT  (+/- 180 meters Scaled)
 QL0105
 QL0105                          SUPERSEDED SURVEY CONTROL
 QL0105
 QL0105  NGVD 29 (??/??/92)  189.94   (m)          623.2    (f) COMPUTED    1 0
 QL0105
 QL0105.Superseded values are not recommended for survey control.
 QL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0105.See file dsdata.txt to determine how the superseded data were derived.
 QL0105
 QL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER267818(NAD 83)
 QL0105_MARKER: DB = BENCH MARK DISK
 QL0105_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0105_SP_SET: 20 FT
 QL0105_STAMPING: F 204 1972
 QL0105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0105+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0105
 QL0105  HISTORY     - Date     Condition        Report By
 QL0105  HISTORY     - 1972     MONUMENTED       NGS
 QL0105  HISTORY     - 20020327 GOOD             MIDT
 QL0105  HISTORY     - 20050201 GOOD             MIDT
 QL0105  HISTORY     - 20060918 GOOD             USPSQD
 QL0105
 QL0105                          STATION DESCRIPTION
 QL0105
 QL0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0105'9.2 MI W FROM COOKS.
 QL0105'ABOUT 9.25 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0105'COUNTY ROAD 442 AT COOKS, 0.3 MILE WEST OF A STANDARD SERVICE
 QL0105'STATION AND PINE GROVE LIQUOR STORE, 67 FEET NORTH OF THE CENTER
 QL0105'LINE OF THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD,
 QL0105'11 FEET NORTH OF POWER LINE POLE 452, 8 1/2 FEET SOUTH OF THE
 QL0105'GROUND END OF A GUY WIRE, 1.3 FEET NORTH OF A METAL WITNESS
 QL0105'POST, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK
 QL0105'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 QL0105'GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH
 QL0105'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH
 QL0105'OF 20 FEET.  SECTION 4, T 40 N, R 19 W.
 QL0105
 QL0105                          STATION RECOVERY (2002)
 QL0105
 QL0105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0105'MARK IS 67 FT NORTH OF THE C/L OF US-2, NOT THE RR.
 QL0105
 QL0105                          STATION RECOVERY (2005)
 QL0105
 QL0105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0105'RECOVERED IN GOOD CONDITION.
 QL0105
 QL0105                          STATION RECOVERY (2006)
 QL0105
 QL0105'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0195 ***********************************************************************
 QL0195  DESIGNATION -  F 205
 QL0195  PID         -  QL0195
 QL0195  STATE/COUNTY-  MI/DELTA
 QL0195  USGS QUAD   -  GLADSTONE (1985)
 QL0195
 QL0195                         *CURRENT SURVEY CONTROL
 QL0195  ___________________________________________________________________
 QL0195* NAD 83(1986)-  45 49 17.     (N)    087 03 11.     (W)     SCALED    
 QL0195* NAVD 88     -       179.062  (meters)     587.47   (feet)  ADJUSTED  
 QL0195  ___________________________________________________________________
 QL0195  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 QL0195  DYNAMIC HT  -         179.063 (meters)     587.48  (feet)  COMP
 QL0195  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 QL0195
 QL0195  VERT ORDER  -  FIRST     CLASS 0
 QL0195
 QL0195.The horizontal coordinates were scaled from a topographic map and have
 QL0195.an estimated accuracy of +/- 6 seconds.
 QL0195
 QL0195.The orthometric height was determined by differential leveling
 QL0195.and adjusted by the National Geodetic Survey in June 1991..
 QL0195
 QL0195.The geoid height was determined by GEOID03.
 QL0195
 QL0195.The dynamic height is computed by dividing the NAVD 88
 QL0195.geopotential number by the normal gravity value computed on the
 QL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0195.degrees latitude (g = 980.6199 gals.).
 QL0195
 QL0195.The modeled gravity was interpolated from observed gravity values.
 QL0195
 QL0195;                    North         East    Units  Estimated Accuracy
 QL0195;SPC MI N     -   115,380.    7,995,880.      MT  (+/- 180 meters Scaled)
 QL0195
 QL0195                          SUPERSEDED SURVEY CONTROL
 QL0195
 QL0195  NGVD 29 (??/??/92)  179.07   (m)          587.5    (f) COMPUTED    1 0
 QL0195
 QL0195.Superseded values are not recommended for survey control.
 QL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0195.See file dsdata.txt to determine how the superseded data were derived.
 QL0195
 QL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR958742(NAD 83)
 QL0195_MARKER: DB = BENCH MARK DISK
 QL0195_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0195_SP_SET: 32 FT
 QL0195_STAMPING: F 205 1972
 QL0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0195+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0195
 QL0195  HISTORY     - Date     Condition        Report By
 QL0195  HISTORY     - 1972     MONUMENTED       NGS
 QL0195  HISTORY     - 20010813 GOOD             MIDT
 QL0195  HISTORY     - 20041101 GOOD             USPSQD
 QL0195  HISTORY     - 20060820 GOOD             USPSQD
 QL0195
 QL0195                          STATION DESCRIPTION
 QL0195
 QL0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0195'1.9 MI SW FROM GLADSTONE.
 QL0195'ABOUT 1.9 MILES SOUTHWEST ALONG U.S. HIGHWAYS 2 AND 41 AND STATE
 QL0195'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0195'RAILROAD STATION AT GLADSTONE, 443 FEET NORTHEAST OF A LARGE
 QL0195'STONE FOUNDATION FOR A LARGE SIGN LOG CABIN SUPPER CLUB, 405
 QL0195'FEET NORTHEAST OF THE CENTER LINE OF AN ASPHALT DRIVEWAY TO THE
 QL0195'SUPPER CLUB, 182 FEET NORTHEAST OF THE NORTHEAST END OF CONCRETE
 QL0195'HEADWALL FOR PIPE CULVERT UNDER THE HIGHWAY, 47 FEET NORTHWEST
 QL0195'OF THE CENTER LINE OF THE NORTHWEST LANE OF THE HIGHWAYS, 13 FEET
 QL0195'NORTHEAST OF THE CENTER LINE OF A DRIVEWAY, 1 FOOT EAST OF A
 QL0195'METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS
 QL0195'A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QL0195'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QL0195'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND AND DRIVEN TO
 QL0195'A DEPTH OF 32 FEET.  SECTION 32, T 40 N, R 22 W.
 QL0195
 QL0195                          STATION RECOVERY (2001)
 QL0195
 QL0195'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (HHH)
 QL0195'RECOVERED IN GOOD CONDITION.
 QL0195
 QL0195                          STATION RECOVERY (2004)
 QL0195
 QL0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0195'RECOVERED IN GOOD CONDITION.
 QL0195
 QL0195                          STATION RECOVERY (2006)
 QL0195
 QL0195'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0496 ***********************************************************************
 RJ0496  DESIGNATION -  F 206
 RJ0496  PID         -  RJ0496
 RJ0496  STATE/COUNTY-  MI/MACKINAC
 RJ0496  USGS QUAD   -  ENGADINE (1973)
 RJ0496
 RJ0496                         *CURRENT SURVEY CONTROL
 RJ0496  ___________________________________________________________________
 RJ0496* NAD 83(1986)-  46 06 05.     (N)    085 34 16.     (W)     SCALED    
 RJ0496* NAVD 88     -       193.140  (meters)     633.66   (feet)  ADJUSTED  
 RJ0496  ___________________________________________________________________
 RJ0496  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0496  DYNAMIC HT  -         193.151 (meters)     633.70  (feet)  COMP
 RJ0496  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0496
 RJ0496  VERT ORDER  -  FIRST     CLASS 0
 RJ0496
 RJ0496.The horizontal coordinates were scaled from a topographic map and have
 RJ0496.an estimated accuracy of +/- 6 seconds.
 RJ0496
 RJ0496.The orthometric height was determined by differential leveling
 RJ0496.and adjusted by the National Geodetic Survey in June 1991..
 RJ0496
 RJ0496.The geoid height was determined by GEOID03.
 RJ0496
 RJ0496.The dynamic height is computed by dividing the NAVD 88
 RJ0496.geopotential number by the normal gravity value computed on the
 RJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0496.degrees latitude (g = 980.6199 gals.).
 RJ0496
 RJ0496.The modeled gravity was interpolated from observed gravity values.
 RJ0496
 RJ0496;                    North         East    Units  Estimated Accuracy
 RJ0496;SPC MI N     -   147,490.    8,110,470.      MT  (+/- 180 meters Scaled)
 RJ0496
 RJ0496                          SUPERSEDED SURVEY CONTROL
 RJ0496
 RJ0496  NGVD 29 (??/??/92)  193.12   (m)          633.6    (f) COMPUTED    1 0
 RJ0496
 RJ0496.Superseded values are not recommended for survey control.
 RJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0496.See file dsdata.txt to determine how the superseded data were derived.
 RJ0496
 RJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS104063(NAD 83)
 RJ0496_MARKER: DB = BENCH MARK DISK
 RJ0496_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0496_SP_SET: 12.5 FEET
 RJ0496_STAMPING: F 206 1972
 RJ0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0496
 RJ0496  HISTORY     - Date     Condition        Report By
 RJ0496  HISTORY     - 1972     MONUMENTED       NGS
 RJ0496  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 RJ0496  HISTORY     - 19991013 GOOD             MIDT
 RJ0496  HISTORY     - 20021030 GOOD             MIDT
 RJ0496  HISTORY     - 20040417 GOOD             USPSQD
 RJ0496
 RJ0496                          STATION DESCRIPTION
 RJ0496
 RJ0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0496'5.8 MI W FROM NAUBINWAY.
 RJ0496'ABOUT 5.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0496'CHURCH AT NAUBINWAY, 106 FEET SOUTHWEST OF THE CENTER OF THE
 RJ0496'JUNCTION OF THE HIGHWAY 2 AND STATE HIGHWAY 117 LEADING NORTH,
 RJ0496'62 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 2, 82 1/2 FEET
 RJ0496'WEST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 117, 10 1/2
 RJ0496'FEET SOUTH OF A 6 FOOT HIGH POST SUPPORTING AN UNDERGROUND
 RJ0496'CABLE MARKER, 1 FOOT EAST OF A METAL WITNESS POST, 6 FEET BELOW
 RJ0496'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 RJ0496'COATED STEEL ROD THAT IS ENCASED IN A 8-INCH METAL PIPE THAT
 RJ0496'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 RJ0496'DRIVEN TO REFUSAL AT A DEPTH OF 12.5 FEET.
 RJ0496
 RJ0496                          STATION RECOVERY (1995)
 RJ0496
 RJ0496'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0496'MARK NOT FOUND.
 RJ0496
 RJ0496                          STATION RECOVERY (1999)
 RJ0496
 RJ0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 RJ0496'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF US-2 AND M-117, 62
 RJ0496'FEET SOUTH OF EXISTING CENTERLINE OF US-2, 84.5 FEET WEST OF THE
 RJ0496'EXTENSION OF THE EXISTING CENTERLINE OF M-117 TO THE NORTH, 1.0 FOOT
 RJ0496'EAST OF A METAL WITNESS POST, 0.6 FEET NORTH OF A FIBERGLASS WITNESS
 RJ0496'POST, AND 1 FOOT BELOW SURFACE. STAMPING ON DISK IS DIFFICULT TO READ.
 RJ0496' 
 RJ0496
 RJ0496                          STATION RECOVERY (2002)
 RJ0496
 RJ0496'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0496'RECOVERED AS DESCRIBED
 RJ0496
 RJ0496                          STATION RECOVERY (2004)
 RJ0496
 RJ0496'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0496'DISK IS INTACT ATOP ROD BUT ENCASEMENT PIPE IS DAMAGED AND CARSONITE
 RJ0496'WITNESS POST IS BROKEN UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0235 ***********************************************************************
 QL0235  DESIGNATION -  F 207
 QL0235  PID         -  QL0235
 QL0235  STATE/COUNTY-  MI/DELTA
 QL0235  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0235
 QL0235                         *CURRENT SURVEY CONTROL
 QL0235  ___________________________________________________________________
 QL0235* NAD 83(1986)-  45 35 33.     (N)    087 14 09.     (W)     SCALED    
 QL0235* NAVD 88     -       180.786  (meters)     593.13   (feet)  ADJUSTED  
 QL0235  ___________________________________________________________________
 QL0235  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 QL0235  DYNAMIC HT  -         180.781 (meters)     593.11  (feet)  COMP
 QL0235  MODELED GRAV-     980,584.1   (mgal)                       NAVD 88
 QL0235
 QL0235  VERT ORDER  -  FIRST     CLASS 0
 QL0235
 QL0235.The horizontal coordinates were scaled from a topographic map and have
 QL0235.an estimated accuracy of +/- 6 seconds.
 QL0235
 QL0235.The orthometric height was determined by differential leveling
 QL0235.and adjusted by the National Geodetic Survey in June 1991..
 QL0235
 QL0235.The geoid height was determined by GEOID03.
 QL0235
 QL0235.The dynamic height is computed by dividing the NAVD 88
 QL0235.geopotential number by the normal gravity value computed on the
 QL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0235.degrees latitude (g = 980.6199 gals.).
 QL0235
 QL0235.The modeled gravity was interpolated from observed gravity values.
 QL0235
 QL0235;                    North         East    Units  Estimated Accuracy
 QL0235;SPC MI N     -    89,960.    7,981,600.      MT  (+/- 180 meters Scaled)
 QL0235
 QL0235                          SUPERSEDED SURVEY CONTROL
 QL0235
 QL0235.No superseded survey control is available for this station.
 QL0235
 QL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR816488(NAD 83)
 QL0235_MARKER: DB = BENCH MARK DISK
 QL0235_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0235_SP_SET: 5.5 FT
 QL0235_STAMPING: F 207 1972
 QL0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0235+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2004
 QL0235
 QL0235  HISTORY     - Date     Condition        Report By
 QL0235  HISTORY     - 1972     MONUMENTED       NGS
 QL0235  HISTORY     - 1972     POOR             NGS
 QL0235  HISTORY     - 1990     POOR             USPSQD
 QL0235  HISTORY     - 19960919 POOR             USPSQD
 QL0235  HISTORY     - 20011025 POOR             USPSQD
 QL0235  HISTORY     - 20040913 GOOD             DAVWAN
 QL0235  HISTORY     - 20041102 POOR             USPSQD
 QL0235
 QL0235                          STATION DESCRIPTION
 QL0235
 QL0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0235'14.2 MI SW FROM ESCANABA.
 QL0235'ABOUT 14.2 MILES SOUTHWEST ALONG STATE HIGHWAY 35 FROM THE
 QL0235'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 1.1 MILES
 QL0235'NORTH OF THE 65 FOOT LONG CONCRETE BRIDGE OVER THE BARK RIVER,
 QL0235'ABOUT 0.4 MILE SOUTHWEST OF THE CENTER OF THE INTERSECTION
 QL0235'OF THE HIGHWAY AND COUNTY ROAD 535, ON THE OUTSIDE AND NEAR
 QL0235'THE CENTER OF A CURVE IN THE HIGHWAY, 59 FEET NORTHWEST OF THE
 QL0235'CENTER LINE OF THE HIGHWAY, 0.8 FOOT NORTHEAST OF A METAL
 QL0235'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0235'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED
 QL0235'IN A 6 INCH METAL PIPE THAT PROJECTS 5 INCHES ABOVE THE LEVEL
 QL0235'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 QL0235'5 1/2 FEET.  SECTION 23, T37N, R24W.
 QL0235
 QL0235                          STATION RECOVERY (1972)
 QL0235
 QL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0235'MARK RECOVERED IN POOR CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (1990)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0235'MARK RECOVERED IN POOR CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (1996)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0235'MARK RECOVERED IN POOR CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (2001)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0235'EDGES OF DISK ARE BENT
 QL0235
 QL0235                          STATION RECOVERY (2004)
 QL0235
 QL0235'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0235'RECOVERED IN GOOD CONDITION.
 QL0235
 QL0235                          STATION RECOVERY (2004)
 QL0235
 QL0235'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0235'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0327 ***********************************************************************
 QL0327  DESIGNATION -  F 208
 QL0327  PID         -  QL0327
 QL0327  STATE/COUNTY-  MI/MENOMINEE
 QL0327  USGS QUAD   -  BIRCH CREEK (1976)
 QL0327
 QL0327                         *CURRENT SURVEY CONTROL
 QL0327  ___________________________________________________________________
 QL0327* NAD 83(1986)-  45 10 53.     (N)    087 34 00.     (W)     SCALED    
 QL0327* NAVD 88     -       178.383  (meters)     585.24   (feet)  ADJUSTED  
 QL0327  ___________________________________________________________________
 QL0327  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 QL0327  DYNAMIC HT  -         178.366 (meters)     585.19  (feet)  COMP
 QL0327  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 QL0327
 QL0327  VERT ORDER  -  FIRST     CLASS 0
 QL0327
 QL0327.The horizontal coordinates were scaled from a topographic map and have
 QL0327.an estimated accuracy of +/- 6 seconds.
 QL0327
 QL0327.The orthometric height was determined by differential leveling
 QL0327.and adjusted by the National Geodetic Survey in June 1991..
 QL0327
 QL0327.The geoid height was determined by GEOID03.
 QL0327
 QL0327.The dynamic height is computed by dividing the NAVD 88
 QL0327.geopotential number by the normal gravity value computed on the
 QL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0327.degrees latitude (g = 980.6199 gals.).
 QL0327
 QL0327.The modeled gravity was interpolated from observed gravity values.
 QL0327
 QL0327;                    North         East    Units  Estimated Accuracy
 QL0327;SPC MI N     -    44,400.    7,955,460.      MT  (+/- 180 meters Scaled)
 QL0327
 QL0327                          SUPERSEDED SURVEY CONTROL
 QL0327
 QL0327  NGVD 29 (??/??/92)  178.34   (m)          585.1    (f) COMPUTED    1 0
 QL0327
 QL0327.Superseded values are not recommended for survey control.
 QL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0327.See file dsdata.txt to determine how the superseded data were derived.
 QL0327
 QL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR554032(NAD 83)
 QL0327_MARKER: DV = VERTICAL CONTROL DISK
 QL0327_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QL0327_SP_SET: CULVERT HEADWALL
 QL0327_STAMPING: F 208 1972
 QL0327_MARK LOGO: NGS   
 QL0327_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0327+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2003
 QL0327
 QL0327  HISTORY     - Date     Condition        Report By
 QL0327  HISTORY     - 1972     MONUMENTED       NGS
 QL0327  HISTORY     - 1990     GOOD             USPSQD
 QL0327  HISTORY     - 19940426 GOOD             MIDT
 QL0327  HISTORY     - 20020420 GOOD             USPSQD
 QL0327  HISTORY     - 20030423 GOOD             USPSQD
 QL0327  HISTORY     - 20040817 GOOD             WILCOX
 QL0327  HISTORY     - 20060406 GOOD             USPSQD
 QL0327
 QL0327                          STATION DESCRIPTION
 QL0327
 QL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0327'4.2 MI NE FROM MENOMINEE.
 QL0327'ABOUT 4.2 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0327'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.55 MILE
 QL0327'SOUTHWEST OF THE JUNCTION OF TWIN CREEK ROAD, SET IN THE TOP OF
 QL0327'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL FOR A 16
 QL0327'FOOT BOX CULVERT FOR SPRINGER CREEK, 25 FEET NORTHWEST OF THE
 QL0327'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST
 QL0327'END OF THE HEADWALL AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 QL0327'SECTION 7, T 32 N, R 26 W.
 QL0327
 QL0327                          STATION RECOVERY (1990)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 1990 (HCH)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (1994)
 QL0327
 QL0327'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0327'RECOVERED AS DESCRIBED.
 QL0327
 QL0327                          STATION RECOVERY (2002)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (2003)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (2004)
 QL0327
 QL0327'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0327'RECOVERED IN GOOD CONDITION.
 QL0327
 QL0327                          STATION RECOVERY (2006)
 QL0327
 QL0327'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0172 ***********************************************************************
 RK0172  DESIGNATION -  F 22
 RK0172  PID         -  RK0172
 RK0172  STATE/COUNTY-  MI/MARQUETTE
 RK0172  USGS QUAD   -  LITTLE LAKE (1985)
 RK0172
 RK0172                         *CURRENT SURVEY CONTROL
 RK0172  ___________________________________________________________________
 RK0172* NAD 83(1986)-  46 18 09.     (N)    087 22 26.     (W)     SCALED    
 RK0172* NAVD 88     -       350.073  (meters)    1148.53   (feet)  POSTED    
 RK0172  ___________________________________________________________________
 RK0172  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 RK0172  DYNAMIC HT  -         350.080 (meters)    1148.55  (feet)  COMP
 RK0172  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 RK0172
 RK0172  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 RK0172
 RK0172.The horizontal coordinates were scaled from a topographic map and have
 RK0172.an estimated accuracy of +/- 6 seconds.
 RK0172
 RK0172.The orthometric height was determined by differential leveling
 RK0172.and adjusted by the National Geodetic Survey in 1992..
 RK0172.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 RK0172.rate of 1.1 thru 2.0 mm/km.
 RK0172
 RK0172.The geoid height was determined by GEOID03.
 RK0172
 RK0172.The dynamic height is computed by dividing the NAVD 88
 RK0172.geopotential number by the normal gravity value computed on the
 RK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0172.degrees latitude (g = 980.6199 gals.).
 RK0172
 RK0172.The modeled gravity was interpolated from observed gravity values.
 RK0172
 RK0172;                    North         East    Units  Estimated Accuracy
 RK0172;SPC MI N     -   168,910.    7,971,200.      MT  (+/- 180 meters Scaled)
 RK0172
 RK0172                          SUPERSEDED SURVEY CONTROL
 RK0172
 RK0172  NGVD 29 (??/??/92)  349.925  (m)         1148.05   (f) ADJ UNCH    1 2
 RK0172
 RK0172.Superseded values are not recommended for survey control.
 RK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0172.See file dsdata.txt to determine how the superseded data were derived.
 RK0172
 RK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS712277(NAD 83)
 RK0172_MARKER: DB = BENCH MARK DISK
 RK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0172_STAMPING: ELEV 1148.046 FT F 22 1917
 RK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0172+STABILITY: SURFACE MOTION
 RK0172
 RK0172  HISTORY     - Date     Condition        Report By
 RK0172  HISTORY     - 1917     MONUMENTED       CGS
 RK0172  HISTORY     - 1934     GOOD             NGS
 RK0172
 RK0172                          STATION DESCRIPTION
 RK0172
 RK0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0172'AT SWANZY.
 RK0172'AT SWANZY, MARQUETTE COUNTY, 19 FEET SOUTHEAST OF THE CHICAGO
 RK0172'AND NORTH WESTERN RAILWAY STATION, 43 FEET NORTHEAST OF THE
 RK0172'CENTERLINE OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES,
 RK0172'AND 7 FEET FROM A POLE.  A STANDARD DISK, STAMPED ELEV. 1148.046
 RK0172'FT. F 22 1917 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0172'1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0870 ***********************************************************************
 MC0870  TIDAL BM    -  This is a Tidal Bench Mark.
 MC0870  DESIGNATION -  F 234
 MC0870  PID         -  MC0870
 MC0870  STATE/COUNTY-  MI/MONROE
 MC0870  USGS QUAD   -  STONY POINT (1978)
 MC0870
 MC0870                         *CURRENT SURVEY CONTROL
 MC0870  ___________________________________________________________________
 MC0870* NAD 83(1986)-  41 57 48.     (N)    083 16 27.     (W)     SCALED    
 MC0870* NAVD 88     -       181.126  (meters)     594.24   (feet)  ADJUSTED  
 MC0870  ___________________________________________________________________
 MC0870  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MC0870  DYNAMIC HT  -         181.062 (meters)     594.03  (feet)  COMP
 MC0870  MODELED GRAV-     980,266.1   (mgal)                       NAVD 88
 MC0870
 MC0870  VERT ORDER  -  FIRST     CLASS II
 MC0870
 MC0870.The horizontal coordinates were scaled from a topographic map and have
 MC0870.an estimated accuracy of +/- 6 seconds.
 MC0870
 MC0870.The orthometric height was determined by differential leveling
 MC0870.and adjusted by the National Geodetic Survey in June 1991..
 MC0870
 MC0870.This Tidal Bench Mark is designated as VM 12856
 MC0870.by the Center for Operational Oceanographic Products and Services.
 MC0870
 MC0870.The geoid height was determined by GEOID03.
 MC0870
 MC0870.The dynamic height is computed by dividing the NAVD 88
 MC0870.geopotential number by the normal gravity value computed on the
 MC0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0870.degrees latitude (g = 980.6199 gals.).
 MC0870
 MC0870.The modeled gravity was interpolated from observed gravity values.
 MC0870
 MC0870;                    North         East    Units  Estimated Accuracy
 MC0870;SPC MI S     -    52,060.    4,090,570.      MT  (+/- 180 meters Scaled)
 MC0870
 MC0870                          SUPERSEDED SURVEY CONTROL
 MC0870
 MC0870  NGVD 29 (??/??/92)  181.298  (m)          594.81   (f) ADJ UNCH    1 2
 MC0870
 MC0870.Superseded values are not recommended for survey control.
 MC0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0870.See file dsdata.txt to determine how the superseded data were derived.
 MC0870
 MC0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG115482(NAD 83)
 MC0870_MARKER: I = METAL ROD
 MC0870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0870_SP_SET: STAINLESS STEEL ROD
 MC0870_STAMPING: F 234 1980
 MC0870_PROJECTION: FLUSH
 MC0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0870_ROD/PIPE-DEPTH: 3.05 meters
 MC0870
 MC0870  HISTORY     - Date     Condition        Report By
 MC0870  HISTORY     - 1980     MONUMENTED       NGS
 MC0870
 MC0870                          STATION DESCRIPTION
 MC0870
 MC0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0870'4.45 KM SOUTH FROM OLDPORT.
 MC0870'2.83 KILOMETERS (1.75 MILES) SOUTH ALONG DIXIE HIGHWAY FROM THE
 MC0870'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, THENCE 1.62 KILOMETERS
 MC0870'(1.0 MILE) SOUTHEAST ALONG A PRIVATE ROAD TO THE ENRICO FERMI
 MC0870'ATOMIC POWER PLANT, SET UNDER A STEEL POWER TOWER AT THE MAIN GATE
 MC0870',44.8 METERS (146.9 FEET) EAST-NORTHEAST OF THE CENTER OF THE MAIN
 MC0870'GATE AND ACROSS A SPUR RAILROAD TRACK TO THE PLANT, 24.35 METERS
 MC0870'79.84 FEET) SOUTHEAST OF A CHAIN LINK FENCE LEADING NORTHEAST AND
 MC0870'SOUTHWEST AROUNT THE NORTHWEST SIDE OF PLANT, 21.45 METERS (70.34
 MC0870'FEET) NORTHWEST OF NORTHWEST RAIL OF SPUR TRACK AND 1.8 METERS
 MC0870'5.9 FEET) WEST-SOUTHWEST OF THE EAST LEG OF A 4 LEG STEEL TOWER.
 MC0870'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0894 ***********************************************************************
 NE0894  DESIGNATION -  F 235
 NE0894  PID         -  NE0894
 NE0894  STATE/COUNTY-  MI/MACOMB
 NE0894  USGS QUAD   -  
 NE0894
 NE0894                         *CURRENT SURVEY CONTROL
 NE0894  ___________________________________________________________________
 NE0894* NAD 83(1986)-  42 26 53.     (N)    082 52 27.     (W)     SCALED    
 NE0894* NAVD 88     -       178.126  (meters)     584.40   (feet)  ADJUSTED  
 NE0894  ___________________________________________________________________
 NE0894  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0894  DYNAMIC HT  -         178.075 (meters)     584.23  (feet)  COMP
 NE0894  MODELED GRAV-     980,330.7   (mgal)                       NAVD 88
 NE0894
 NE0894  VERT ORDER  -  FIRST     CLASS II
 NE0894
 NE0894.The horizontal coordinates were scaled from a topographic map and have
 NE0894.an estimated accuracy of +/- 6 seconds.
 NE0894
 NE0894.The orthometric height was determined by differential leveling
 NE0894.and adjusted by the National Geodetic Survey in June 1991..
 NE0894
 NE0894.The geoid height was determined by GEOID03.
 NE0894
 NE0894.The dynamic height is computed by dividing the NAVD 88
 NE0894.geopotential number by the normal gravity value computed on the
 NE0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0894.degrees latitude (g = 980.6199 gals.).
 NE0894
 NE0894.The modeled gravity was interpolated from observed gravity values.
 NE0894
 NE0894;                    North         East    Units  Estimated Accuracy
 NE0894;SPC MI S     -   106,400.    4,122,770.      MT  (+/- 180 meters Scaled)
 NE0894
 NE0894                          SUPERSEDED SURVEY CONTROL
 NE0894
 NE0894  NGVD 29 (??/??/??)  178.274  (m)          584.89   (f) ADJUSTED    1 2
 NE0894
 NE0894.Superseded values are not recommended for survey control.
 NE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0894.See file dsdata.txt to determine how the superseded data were derived.
 NE0894
 NE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH458012(NAD 83)
 NE0894_MARKER: I = METAL ROD
 NE0894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0894_SP_SET: STAINLESS STEEL ROD
 NE0894_STAMPING: F 235 1980
 NE0894_PROJECTION: RECESSED 8 CENTIMETERS
 NE0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0894+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 NE0894_ROD/PIPE-DEPTH: 6.1  meters
 NE0894
 NE0894  HISTORY     - Date     Condition        Report By
 NE0894  HISTORY     - 1980     MONUMENTED       NGS
 NE0894  HISTORY     - 19990621 GOOD             USPSQD
 NE0894  HISTORY     - 20060523 GOOD             SPALD
 NE0894
 NE0894                          STATION DESCRIPTION
 NE0894
 NE0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0894'IN GROSSE POINTE SHORES.
 NE0894'IN GROSSE POINTE SHORES, NEAR THE JUNCTION OF LAKE SHORE ROAD AND
 NE0894'STILLMEADOW LANE, AT A 5-FOOT RED BRICK WALL WITH ENTRANCE PILLARS
 NE0894'TO HOUSE NUMBER 960. 11.9 METERS (39.0 FEET) SOUTHEAST OF A FIRE
 NE0894'HYDARANT, 9.4 METERS (30.9 FEET) EAST-SOUTHEAST OF THE CENTER OF
 NE0894'THE NORTH BOUND LANE OF LAKE SHORE ROAD, 6.6 METERS (21.8 FEET)
 NE0894'SOUTH-SOUTHWEST OF THE EXTENDED CENTER OF STILLMEADOW LANE, 3.9 METERS
 NE0894'(12.8 FEET) NORTH OF THE SOUTH-SOUTHWEST CORNER OF THE NORTH-NORTH
 NE0894'EAST PILLAR AT THE ENTRANCE TO HOUSE NUMBER 960 AND 1 METER (3.3 FEET)
 NE0894'WEST-NORTHWEST OF THE BRICKWALL.
 NE0894'THE MARK IS 0.3 M ABOVE ROAD.
 NE0894
 NE0894                          STATION RECOVERY (1999)
 NE0894
 NE0894'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0894'RECOVERED IN GOOD CONDITION.
 NE0894
 NE0894                          STATION RECOVERY (2006)
 NE0894
 NE0894'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0894'STATE PLANE COORDINATES (MICHIGAN SOUTH ZONE)
 NE0894'N   348999.84
 NE0894'E 13526179.76
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0916 ***********************************************************************
 NE0916  DESIGNATION -  F 236
 NE0916  PID         -  NE0916
 NE0916  STATE/COUNTY-  MI/ST CLAIR
 NE0916  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0916
 NE0916                         *CURRENT SURVEY CONTROL
 NE0916  ___________________________________________________________________
 NE0916* NAD 83(1986)-  42 41 10.     (N)    082 43 06.     (W)     SCALED    
 NE0916* NAVD 88     -       178.104  (meters)     584.33   (feet)  ADJUSTED  
 NE0916  ___________________________________________________________________
 NE0916  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0916  DYNAMIC HT  -         178.054 (meters)     584.17  (feet)  COMP
 NE0916  MODELED GRAV-     980,337.5   (mgal)                       NAVD 88
 NE0916
 NE0916  VERT ORDER  -  FIRST     CLASS II
 NE0916
 NE0916.The horizontal coordinates were scaled from a topographic map and have
 NE0916.an estimated accuracy of +/- 6 seconds.
 NE0916
 NE0916.The orthometric height was determined by differential leveling
 NE0916.and adjusted by the National Geodetic Survey in June 1991..
 NE0916
 NE0916.The geoid height was determined by GEOID03.
 NE0916
 NE0916.The dynamic height is computed by dividing the NAVD 88
 NE0916.geopotential number by the normal gravity value computed on the
 NE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0916.degrees latitude (g = 980.6199 gals.).
 NE0916
 NE0916.The modeled gravity was interpolated from observed gravity values.
 NE0916
 NE0916;                    North         East    Units  Estimated Accuracy
 NE0916;SPC MI S     -   133,070.    4,135,070.      MT  (+/- 180 meters Scaled)
 NE0916
 NE0916                          SUPERSEDED SURVEY CONTROL
 NE0916
 NE0916  NGVD 29 (??/??/??)  178.227  (m)          584.73   (f) ADJUSTED    1 2
 NE0916
 NE0916.Superseded values are not recommended for survey control.
 NE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0916.See file dsdata.txt to determine how the superseded data were derived.
 NE0916
 NE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH592273(NAD 83)
 NE0916_MARKER: I = METAL ROD
 NE0916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0916_SP_SET: STAINLESS STEEL ROD
 NE0916_STAMPING: F 236 1980
 NE0916_MARK LOGO: NGS   
 NE0916_PROJECTION: RECESSED 10 CENTIMETERS
 NE0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0916_ROD/PIPE-DEPTH: 7.6  meters
 NE0916
 NE0916  HISTORY     - Date     Condition        Report By
 NE0916  HISTORY     - 1980     MONUMENTED       NGS
 NE0916  HISTORY     - 19950919 GOOD             MIDT
 NE0916
 NE0916                          STATION DESCRIPTION
 NE0916
 NE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0916'IN NEW BALTIMORE.
 NE0916'IN NEW BALTIMORE, 1.6 KILOMETER (1.0 MILE) NORTHEAST OF THE
 NE0916'MUNICIPAL BUILDING AND FIRE DEPARTMENT 36535 HIGHWAY 29, SET IN
 NE0916'THE LAWN ON THE SOUTHEAST SIDE OF THE SIDEWALK TO THE SOUTHEAST
 NE0916'ENTRANCE TO THE CHRIST LUTHERN CHURCH AND IN LINE WITH A CONCRETE
 NE0916'TABLET ENGRAVED AD 1970 WHICH IS IN THE CENTER OF A 2-FOOT HIGH
 NE0916'BRICK PLANTER ON THE SOUTHEAST SIDE OF THE SOUTHWEST ENTRANCE DOOR.
 NE0916
 NE0916                          STATION RECOVERY (1995)
 NE0916
 NE0916'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (GH)
 NE0916'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES-- DESCRIPTION
 NE0916'(STATES IT IS SET IN THE LAWN ON THE SOUTHEAST SIDE OF THE SIDEWALK TO
 NE0916'THE SOUTHEAST ENTRANCE TO THE CHRIST LUTHERN CHURCH). IT SHOULD STATE
 NE0916'(SET IN THE LAWN ON THE SOUTHWEST SIDE OF THE SIDEWALK TO THE
 NE0916'SOUTHWEST ENTRANCE TO THE CHRIST LUTHERN CHURCH). RECOVERY BY GLEN
 NE0916'HOBGOOD, METRO DISTRICT SURVEYOR, MIDT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0607 ***********************************************************************
 OJ0607  DESIGNATION -  F 237
 OJ0607  PID         -  OJ0607
 OJ0607  STATE/COUNTY-  MI/SANILAC
 OJ0607  USGS QUAD   -  CROSWELL (1976)
 OJ0607
 OJ0607                         *CURRENT SURVEY CONTROL
 OJ0607  ___________________________________________________________________
 OJ0607* NAD 83(1986)-  43 16 06.     (N)    082 31 47.     (W)     SCALED    
 OJ0607* NAVD 88     -       187.922  (meters)     616.54   (feet)  ADJUSTED  
 OJ0607  ___________________________________________________________________
 OJ0607  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0607  DYNAMIC HT  -         187.883 (meters)     616.41  (feet)  COMP
 OJ0607  MODELED GRAV-     980,407.8   (mgal)                       NAVD 88
 OJ0607
 OJ0607  VERT ORDER  -  FIRST     CLASS II
 OJ0607
 OJ0607.The horizontal coordinates were scaled from a topographic map and have
 OJ0607.an estimated accuracy of +/- 6 seconds.
 OJ0607
 OJ0607.The orthometric height was determined by differential leveling
 OJ0607.and adjusted by the National Geodetic Survey in June 1991..
 OJ0607
 OJ0607.The geoid height was determined by GEOID03.
 OJ0607
 OJ0607.The dynamic height is computed by dividing the NAVD 88
 OJ0607.geopotential number by the normal gravity value computed on the
 OJ0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0607.degrees latitude (g = 980.6199 gals.).
 OJ0607
 OJ0607.The modeled gravity was interpolated from observed gravity values.
 OJ0607
 OJ0607;                    North         East    Units  Estimated Accuracy
 OJ0607;SPC MI S     -   198,050.    4,149,110.      MT  (+/- 180 meters Scaled)
 OJ0607
 OJ0607                          SUPERSEDED SURVEY CONTROL
 OJ0607
 OJ0607  NGVD 29 (??/??/??)  188.041  (m)          616.93   (f) ADJUSTED    1 2
 OJ0607
 OJ0607.Superseded values are not recommended for survey control.
 OJ0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0607.See file dsdata.txt to determine how the superseded data were derived.
 OJ0607
 OJ0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758917(NAD 83)
 OJ0607_MARKER: I = METAL ROD
 OJ0607_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ0607_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ0607_STAMPING: F 237 1980
 OJ0607_PROJECTION: FLUSH
 OJ0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0607+STABILITY: POSITION/ELEVATION WELL
 OJ0607_ROD/PIPE-DEPTH: 7.3  meters
 OJ0607_SLEEVE-DEPTH  : 6.1 meters
 OJ0607
 OJ0607  HISTORY     - Date     Condition        Report By
 OJ0607  HISTORY     - 1980     MONUMENTED       NGS
 OJ0607  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0607  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0607  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0607
 OJ0607                          STATION DESCRIPTION
 OJ0607
 OJ0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0607'IN LEXINGTON.
 OJ0607'IN LEXINGTON.0.08 KILOMETER (0.05 MILE)EAST ALONG HURON AVENUE
 OJ0607'FROM THE JUNCTION OF HIGHWAY 25, SET BETWEEN HOUSE NUMBER 7275 AND THE
 OJ0607'POST OFFICE, 10.0 METERS (33.0 FEET) WEST OF THE SOUTHWEST CORNER
 OJ0607'OF THE POST OFFICE, 6.1 METERS (20.0 FEET) NORTH OF THE NORTH CURB
 OJ0607'OF HURON AVENUE, 3.6 METERS (11.8 FEET) EAST OF THE SOUTHEAST
 OJ0607'CORNER OF THE HOUSE.
 OJ0607'THE MARK IS ABOVE LEVEL WITH GROUND.
 OJ0607
 OJ0607                          STATION RECOVERY (1994)
 OJ0607
 OJ0607'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0607'MARK NOT FOUND.
 OJ0607
 OJ0607                          STATION RECOVERY (2002)
 OJ0607
 OJ0607'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0607'HOUSE NUMBER 7275 HURON AVENUE NO LONGER EXISTS.  LOCATION DESCRIPTION
 OJ0607'WOULD PLACE MARKER UNDER NEWER HALLMARK STORE AND STRUCTURE.
 OJ0607
 OJ0607                          STATION RECOVERY (2005)
 OJ0607
 OJ0607'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0607'STATION RECOVERY NOTE FROM 2002 IS VALID.  SUSPECT MARK HAS BEEN
 OJ0607'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0612 ***********************************************************************
 OJ0612  DESIGNATION -  F 238
 OJ0612  PID         -  OJ0612
 OJ0612  STATE/COUNTY-  MI/SANILAC
 OJ0612  USGS QUAD   -  CROSWELL (1976)
 OJ0612
 OJ0612                         *CURRENT SURVEY CONTROL
 OJ0612  ___________________________________________________________________
 OJ0612* NAD 83(1986)-  43 20 21.     (N)    082 32 10.     (W)     SCALED    
 OJ0612* NAVD 88     -       190.703  (meters)     625.66   (feet)  ADJUSTED  
 OJ0612  ___________________________________________________________________
 OJ0612  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0612  DYNAMIC HT  -         190.665 (meters)     625.54  (feet)  COMP
 OJ0612  MODELED GRAV-     980,416.1   (mgal)                       NAVD 88
 OJ0612
 OJ0612  VERT ORDER  -  FIRST     CLASS II
 OJ0612
 OJ0612.The horizontal coordinates were scaled from a topographic map and have
 OJ0612.an estimated accuracy of +/- 6 seconds.
 OJ0612
 OJ0612.The orthometric height was determined by differential leveling
 OJ0612.and adjusted by the National Geodetic Survey in June 1991..
 OJ0612
 OJ0612.The geoid height was determined by GEOID03.
 OJ0612
 OJ0612.The dynamic height is computed by dividing the NAVD 88
 OJ0612.geopotential number by the normal gravity value computed on the
 OJ0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0612.degrees latitude (g = 980.6199 gals.).
 OJ0612
 OJ0612.The modeled gravity was interpolated from observed gravity values.
 OJ0612
 OJ0612;                    North         East    Units  Estimated Accuracy
 OJ0612;SPC MI S     -   205,910.    4,148,420.      MT  (+/- 180 meters Scaled)
 OJ0612
 OJ0612                          SUPERSEDED SURVEY CONTROL
 OJ0612
 OJ0612  NGVD 29 (??/??/??)  190.823  (m)          626.06   (f) ADJUSTED    1 2
 OJ0612
 OJ0612.Superseded values are not recommended for survey control.
 OJ0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0612.See file dsdata.txt to determine how the superseded data were derived.
 OJ0612
 OJ0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH754996(NAD 83)
 OJ0612_MARKER: I = METAL ROD
 OJ0612_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0612_SP_SET: STAINLESS STEEL ROD
 OJ0612_STAMPING: F 238 1980
 OJ0612_PROJECTION: FLUSH
 OJ0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0612_ROD/PIPE-DEPTH: 6.4  meters
 OJ0612
 OJ0612  HISTORY     - Date     Condition        Report By
 OJ0612  HISTORY     - 1980     MONUMENTED       NGS
 OJ0612  HISTORY     - 19940728 GOOD             USPSQD
 OJ0612
 OJ0612                          STATION DESCRIPTION
 OJ0612
 OJ0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0612'7.95 KM NORTH FROM LEXINGTON.
 OJ0612'7.95 KILOMETERS (4.95 MILES) NORTH ALONG STATE HIGHWAY 25 FRON THE
 OJ0612'JUNCTION OF HIGHWAY 25 AND HURON AVENUE IN LEXINGTON, 0.55 KILOMETER
 OJ0612'(0.35 MILE) SOUTH OF THE JUNCTION OF TOWSEND ROAD, TO THE PAVED
 OJ0612'DRIVE TO RAY DIERICK REAL ESTATE OFFICE NUMBER 3140, SET AT THE
 OJ0612'SOUTHWEST CORNER OF THE BRICK PILLAR ON THE SOUTH SIDE OF THE DRIVE.
 OJ0612'16.31 METERS (53.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0612'2.8 METERS (9.2 FEET) SOUTH OF THE CENTER OF THE ENTRANCE GATE, 0.3
 OJ0612'METER (1.0 FOOT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 OJ0612'PILLAR.
 OJ0612'THE MARK IS 0.1 M BELOW GROUND.
 OJ0612
 OJ0612                          STATION RECOVERY (1994)
 OJ0612
 OJ0612'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0640 ***********************************************************************
 OJ0640  DESIGNATION -  F 239
 OJ0640  PID         -  OJ0640
 OJ0640  STATE/COUNTY-  MI/HURON
 OJ0640  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0640
 OJ0640                         *CURRENT SURVEY CONTROL
 OJ0640  ___________________________________________________________________
 OJ0640* NAD 83(1986)-  43 48 03.     (N)    082 37 47.     (W)     SCALED    
 OJ0640* NAVD 88     -       186.295  (meters)     611.20   (feet)  ADJUSTED  
 OJ0640  ___________________________________________________________________
 OJ0640  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0640  DYNAMIC HT  -         186.262 (meters)     611.09  (feet)  COMP
 OJ0640  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 OJ0640
 OJ0640  VERT ORDER  -  FIRST     CLASS II
 OJ0640
 OJ0640.The horizontal coordinates were scaled from a topographic map and have
 OJ0640.an estimated accuracy of +/- 6 seconds.
 OJ0640
 OJ0640.The orthometric height was determined by differential leveling
 OJ0640.and adjusted by the National Geodetic Survey in June 1991..
 OJ0640
 OJ0640.The geoid height was determined by GEOID03.
 OJ0640
 OJ0640.The dynamic height is computed by dividing the NAVD 88
 OJ0640.geopotential number by the normal gravity value computed on the
 OJ0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0640.degrees latitude (g = 980.6199 gals.).
 OJ0640
 OJ0640.The modeled gravity was interpolated from observed gravity values.
 OJ0640
 OJ0640;                    North         East    Units  Estimated Accuracy
 OJ0640;SPC MI S     -   257,030.    4,139,770.      MT  (+/- 180 meters Scaled)
 OJ0640
 OJ0640                          SUPERSEDED SURVEY CONTROL
 OJ0640
 OJ0640  NGVD 29 (??/??/??)  186.403  (m)          611.56   (f) ADJUSTED    1 2
 OJ0640
 OJ0640.Superseded values are not recommended for survey control.
 OJ0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0640.See file dsdata.txt to determine how the superseded data were derived.
 OJ0640
 OJ0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ689510(NAD 83)
 OJ0640_MARKER: I = METAL ROD
 OJ0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0640_SP_SET: STAINLESS STEEL ROD
 OJ0640_STAMPING: F 239 1980
 OJ0640_PROJECTION: FLUSH
 OJ0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0640_ROD/PIPE-DEPTH: 3.0  meters
 OJ0640
 OJ0640  HISTORY     - Date     Condition        Report By
 OJ0640  HISTORY     - 1980     MONUMENTED       NGS
 OJ0640  HISTORY     - 19991211 GOOD             USPSQD
 OJ0640
 OJ0640                          STATION DESCRIPTION
 OJ0640
 OJ0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0640'5.5 KM SOUTH FROM HARBOR BEACH.
 OJ0640'5.5 KILOMETERS (3.4 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0640'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET WEST OF THE
 OJ0640'HIGHWAY AND NEAR WILLIAMS INN, NORTH OF UTILITY POLE NUMBER DE7140G5.
 OJ0640'37.6 METERS (123.3 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0640'28.05 METERS (92.0 FEET) SOUTH OF THE ENTRANCE TO THE INN, 0.6
 OJ0640'METER (2.0 FEET) NORTH OF THE UTILITY POLE. NOTE--SEVERAL ATTEMPTS
 OJ0640'WERE MADE TO DRIVE THE ROD REFUSAL AT 3.0 METERS.
 OJ0640'THE MARK IS 0.1 M BELOW GROUND.
 OJ0640
 OJ0640                          STATION RECOVERY (1999)
 OJ0640
 OJ0640'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0640'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0067 ***********************************************************************
 NG0067  DESIGNATION -  F 24
 NG0067  PID         -  NG0067
 NG0067  STATE/COUNTY-  MI/BERRIEN
 NG0067  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0067
 NG0067                         *CURRENT SURVEY CONTROL
 NG0067  ___________________________________________________________________
 NG0067* NAD 83(1986)-  42 11 00.     (N)    086 22 59.     (W)     SCALED    
 NG0067* NAVD 88     -       194.987  (meters)     639.72   (feet)  ADJUSTED  
 NG0067  ___________________________________________________________________
 NG0067  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NG0067  DYNAMIC HT  -         194.924 (meters)     639.51  (feet)  COMP
 NG0067  MODELED GRAV-     980,294.5   (mgal)                       NAVD 88
 NG0067
 NG0067  VERT ORDER  -  FIRST     CLASS II
 NG0067
 NG0067.The horizontal coordinates were scaled from a topographic map and have
 NG0067.an estimated accuracy of +/- 6 seconds.
 NG0067
 NG0067.The orthometric height was determined by differential leveling
 NG0067.and adjusted by the National Geodetic Survey in June 1991..
 NG0067
 NG0067.The geoid height was determined by GEOID03.
 NG0067
 NG0067.The dynamic height is computed by dividing the NAVD 88
 NG0067.geopotential number by the normal gravity value computed on the
 NG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0067.degrees latitude (g = 980.6199 gals.).
 NG0067
 NG0067.The modeled gravity was interpolated from observed gravity values.
 NG0067
 NG0067;                    North         East    Units  Estimated Accuracy
 NG0067;SPC MI S     -    77,900.    3,833,440.      MT  (+/- 180 meters Scaled)
 NG0067
 NG0067                          SUPERSEDED SURVEY CONTROL
 NG0067
 NG0067  NGVD 29 (??/??/92)  195.129  (m)          640.19   (f) ADJ UNCH    1 2
 NG0067
 NG0067.Superseded values are not recommended for survey control.
 NG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0067.See file dsdata.txt to determine how the superseded data were derived.
 NG0067
 NG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM509703(NAD 83)
 NG0067_MARKER: DB = BENCH MARK DISK
 NG0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0067_STAMPING: 640.186 F 24 1930
 NG0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0067+STABILITY: SURFACE MOTION
 NG0067
 NG0067  HISTORY     - Date     Condition        Report By
 NG0067  HISTORY     - 1930     MONUMENTED       CGS
 NG0067  HISTORY     - 1934     GOOD             NGS
 NG0067  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0067
 NG0067                          STATION DESCRIPTION
 NG0067
 NG0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0067'IN RIVERSIDE.
 NG0067'AT RIVERSIDE, BERRIEN COUNTY, OPPOSITE THE EAST END OF THE
 NG0067'PERE MARQUETTE RAILWAY STATION, AND 44.5 FEET NORTH OF THE NORTH
 NG0067'RAIL OF THE MAIN TRACK.  THE MARK IS ALSO 6.0 MILES NORTHEAST
 NG0067'OF THE STATION AT BENTON HARBOR.  A STANDARD DISK, STAMPED
 NG0067'640.186 F 24 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NG0067'ABOUT 6 INCHES ABOVE GROUND.
 NG0067
 NG0067                          STATION RECOVERY (1985)
 NG0067
 NG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0005 ***********************************************************************
 OL0005  DESIGNATION -  F 26
 OL0005  PID         -  OL0005
 OL0005  STATE/COUNTY-  MI/OCEANA
 OL0005  USGS QUAD   -  
 OL0005
 OL0005                         *CURRENT SURVEY CONTROL
 OL0005  ___________________________________________________________________
 OL0005* NAD 83(1986)-  43 44 08.     (N)    086 25 40.     (W)     SCALED    
 OL0005* NAVD 88     -       200.997  (meters)     659.44   (feet)  ADJUSTED  
 OL0005  ___________________________________________________________________
 OL0005  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 OL0005  DYNAMIC HT  -         200.958 (meters)     659.31  (feet)  COMP
 OL0005  MODELED GRAV-     980,423.0   (mgal)                       NAVD 88
 OL0005
 OL0005  VERT ORDER  -  FIRST     CLASS II
 OL0005
 OL0005.The horizontal coordinates were scaled from a topographic map and have
 OL0005.an estimated accuracy of +/- 6 seconds.
 OL0005
 OL0005.The orthometric height was determined by differential leveling
 OL0005.and adjusted by the National Geodetic Survey in June 1991..
 OL0005
 OL0005.The geoid height was determined by GEOID03.
 OL0005
 OL0005.The dynamic height is computed by dividing the NAVD 88
 OL0005.geopotential number by the normal gravity value computed on the
 OL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0005.degrees latitude (g = 980.6199 gals.).
 OL0005
 OL0005.The modeled gravity was interpolated from observed gravity values.
 OL0005
 OL0005;                    North         East    Units  Estimated Accuracy
 OL0005;SPC MI S     -   250,370.    3,833,970.      MT  (+/- 180 meters Scaled)
 OL0005
 OL0005                          SUPERSEDED SURVEY CONTROL
 OL0005
 OL0005  NGVD 29 (??/??/92)  201.097  (m)          659.77   (f) ADJ UNCH    1 2
 OL0005
 OL0005.Superseded values are not recommended for survey control.
 OL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0005.See file dsdata.txt to determine how the superseded data were derived.
 OL0005
 OL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP460426(NAD 83)
 OL0005_MARKER: DB = BENCH MARK DISK
 OL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0005_STAMPING: 659.766 F 26 1930
 OL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0005+STABILITY: SURFACE MOTION
 OL0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0005+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0005
 OL0005  HISTORY     - Date     Condition        Report By
 OL0005  HISTORY     - 1930     MONUMENTED       CGS
 OL0005  HISTORY     - 1934     GOOD             NGS
 OL0005  HISTORY     - 1979     GOOD             USGS
 OL0005  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0005  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0005  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0005  HISTORY     - 20050521 GOOD             USPSQD
 OL0005
 OL0005                          STATION DESCRIPTION
 OL0005
 OL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0005'3 MI S FROM PENTWATER.
 OL0005'3.0 MILES SOUTH ALONG THE ABANDONED BRANCH OF THE CHESAPEAKE
 OL0005'AND OHIO RAILWAY FROM THE STATION AT PENTWATER, OCEANA COUNTY,
 OL0005'55 FEET NORTH OF THE CROSSING OF A NORTH-AND-SOUTH DIRT ROAD,
 OL0005'AND 17 FEET EAST OF THE OLD ROADBED.  A STANDARD DISK, STAMPED
 OL0005'659.766 F 26 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0005'ABOUT 6 INCHES ABOVE GROUND.
 OL0005
 OL0005                          STATION RECOVERY (1979)
 OL0005
 OL0005'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0005'4.68 KM (2.9 MI) S. ALONG SILVER RIDGE RD. FROM CHARLES MEARS STATE
 OL0005'PARK AT PENTWATER, OCEANA CO. 1.85 KM (1.15 MI) E. ALONG A SAND RD.
 OL0005'IN PERE MARQUETTE STATE FOREST TO THE OLD CHESAPEAKE AND OHIO R.R.
 OL0005'GRADE, THEN 1.77 KM (1.1 MI) S. ALONG OLD R.R. GRADE. T-16-N, R-18-W,
 OL0005'304.88 M (1000 FT) N. OF S. LINE SEC. 35 AT CENTER OF SECTION. 14 M
 OL0005'(45 FT) N. ALONG RD (OLD RR GRADE) AND 4 M (13 FT) E. OF RD AT DRIVE
 OL0005'E.-- 2 M (7 FT) N. OF A 0.6 M (24 IN) TWIN TRUNK BEECH TREE. 0.3 M (1
 OL0005'FT) W. OF A METAL WITNESS SIGN. A STD DISK, STAMPED 659.766 F26 1930
 OL0005'SET IN TOP OF CONC. POST PROJECTING 0.2 M (1/2 FT.) ABOVE GROUND.
 OL0005
 OL0005                          STATION RECOVERY (1984)
 OL0005
 OL0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0005'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 OL0005
 OL0005                          STATION RECOVERY (1994)
 OL0005
 OL0005'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0005'MARK NOT FOUND.
 OL0005
 OL0005                          STATION RECOVERY (2001)
 OL0005
 OL0005'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0005'MARK NOT FOUND.
 OL0005
 OL0005                          STATION RECOVERY (2005)
 OL0005
 OL0005'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVA)
 OL0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0159 ***********************************************************************
 PL0159  DESIGNATION -  F 28
 PL0159  PID         -  PL0159
 PL0159  STATE/COUNTY-  MI/CRAWFORD
 PL0159  USGS QUAD   -  GRAYLING (1950)
 PL0159
 PL0159                         *CURRENT SURVEY CONTROL
 PL0159  ___________________________________________________________________
 PL0159* NAD 83(1986)-  44 39 47.     (N)    084 43 12.     (W)     SCALED    
 PL0159* NAVD 88     -       346.496  (meters)    1136.80   (feet)  ADJUSTED  
 PL0159  ___________________________________________________________________
 PL0159  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 PL0159  DYNAMIC HT  -         346.447 (meters)    1136.63  (feet)  COMP
 PL0159  MODELED GRAV-     980,468.3   (mgal)                       NAVD 88
 PL0159
 PL0159  VERT ORDER  -  FIRST     CLASS II
 PL0159
 PL0159.The horizontal coordinates were scaled from a topographic map and have
 PL0159.an estimated accuracy of +/- 6 seconds.
 PL0159
 PL0159.The orthometric height was determined by differential leveling
 PL0159.and adjusted by the National Geodetic Survey in June 1991..
 PL0159
 PL0159.The geoid height was determined by GEOID03.
 PL0159
 PL0159.The dynamic height is computed by dividing the NAVD 88
 PL0159.geopotential number by the normal gravity value computed on the
 PL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0159.degrees latitude (g = 980.6199 gals.).
 PL0159
 PL0159.The modeled gravity was interpolated from observed gravity values.
 PL0159
 PL0159;                    North         East    Units  Estimated Accuracy
 PL0159;SPC MI C     -   149,670.    5,971,980.      MT  (+/- 180 meters Scaled)
 PL0159
 PL0159                          SUPERSEDED SURVEY CONTROL
 PL0159
 PL0159  NGVD 29 (??/??/92)  346.592  (m)         1137.11   (f) ADJ UNCH    1 2
 PL0159
 PL0159.Superseded values are not recommended for survey control.
 PL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0159.See file dsdata.txt to determine how the superseded data were derived.
 PL0159
 PL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ807480(NAD 83)
 PL0159_MARKER: DB = BENCH MARK DISK
 PL0159_SETTING: 0 = UNSPECIFIED SETTING
 PL0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0159
 PL0159  HISTORY     - Date     Condition        Report By
 PL0159  HISTORY     - UNK      MONUMENTED       CGS
 PL0159  HISTORY     - 1949     GOOD             NGS
 PL0159  HISTORY     - 1968     MARK NOT FOUND   LOCSUR
 PL0159  HISTORY     - 1976     MARK NOT FOUND   NGS
 PL0159
 PL0159                          STATION DESCRIPTION
 PL0159
 PL0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0159'AT GRAYLING.
 PL0159'AT GRAYLING, CRAWFORD COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 PL0159'2.5 FEET NORTHWEST OF THE NORTHWEST FENCE SURROUNDING THE STANDARD
 PL0159'OIL COMPANY BULK STATION, 116 FEET NORTHWEST OF THE CENTERLINE
 PL0159'OF STATE HIGHWAYS 72 AND 93, AND 92.7 FEET SOUTHWEST OF THE
 PL0159'SOUTHWEST RAIL OF THE MAIN TRACK.
 PL0159
 PL0159                          STATION RECOVERY (1968)
 PL0159
 PL0159'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968
 PL0159'MARK NOT FOUND.
 PL0159
 PL0159                          STATION RECOVERY (1976)
 PL0159
 PL0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0392 ***********************************************************************
 OJ0392  DESIGNATION -  F 29
 OJ0392  PID         -  OJ0392
 OJ0392  STATE/COUNTY-  MI/BAY
 OJ0392  USGS QUAD   -  STANDISH (1973)
 OJ0392
 OJ0392                         *CURRENT SURVEY CONTROL
 OJ0392  ___________________________________________________________________
 OJ0392* NAD 83(1986)-  43 54 38.     (N)    083 57 41.     (W)     SCALED    
 OJ0392* NAVD 88     -       188.387  (meters)     618.07   (feet)  ADJUSTED  
 OJ0392  ___________________________________________________________________
 OJ0392  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 OJ0392  DYNAMIC HT  -         188.354 (meters)     617.96  (feet)  COMP
 OJ0392  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 OJ0392  OBS GRAVITY -     980,441.3   (mgal)                       GRAV_OBS
 OJ0392
 OJ0392  VERT ORDER  -  FIRST     CLASS II
 OJ0392
 OJ0392.The horizontal coordinates were scaled from a topographic map and have
 OJ0392.an estimated accuracy of +/- 6 seconds.
 OJ0392
 OJ0392.The orthometric height was determined by differential leveling
 OJ0392.and adjusted by the National Geodetic Survey in June 1991..
 OJ0392
 OJ0392.The geoid height was determined by GEOID03.
 OJ0392
 OJ0392.The dynamic height is computed by dividing the NAVD 88
 OJ0392.geopotential number by the normal gravity value computed on the
 OJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0392.degrees latitude (g = 980.6199 gals.).
 OJ0392
 OJ0392.The modeled gravity was interpolated from observed gravity values.
 OJ0392.The observed gravity was obtained from relative gravimeter ties
 OJ0392.to the IGSN71 gravity network.
 OJ0392
 OJ0392;                    North         East    Units  Estimated Accuracy
 OJ0392;SPC MI S     -   267,860.    4,032,560.      MT  (+/- 180 meters Scaled)
 OJ0392
 OJ0392                          SUPERSEDED SURVEY CONTROL
 OJ0392
 OJ0392  NGVD 29 (??/??/92)  188.571  (m)          618.67   (f) ADJ UNCH    1 2
 OJ0392
 OJ0392.Superseded values are not recommended for survey control.
 OJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0392.See file dsdata.txt to determine how the superseded data were derived.
 OJ0392
 OJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ622662(NAD 83)
 OJ0392_MARKER: DB = BENCH MARK DISK
 OJ0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0392_STAMPING: 618.670 F 29 1930
 OJ0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0392+STABILITY: SURFACE MOTION
 OJ0392
 OJ0392  HISTORY     - Date     Condition        Report By
 OJ0392  HISTORY     - 1930     MONUMENTED       CGS
 OJ0392  HISTORY     - 1934     GOOD             NGS
 OJ0392  HISTORY     - 19970719 POOR             USPSQD
 OJ0392
 OJ0392                          STATION DESCRIPTION
 OJ0392
 OJ0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0392'3.8 MI N FROM PINCONNING.
 OJ0392'3.8 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OJ0392'PINCONNING, BAY COUNTY, AT THE ARENAC-BAY COUNTY LINE, 43 FEET
 OJ0392'SOUTH OF THE CENTERLINE OF THE COUNTY LINE ROAD BETWEEN ARENAC
 OJ0392'AND BAY COUNTIES, 32 FEET EAST OF THE EAST RAIL, AND AT A FENCE
 OJ0392'CORNER.  A STANDARD DISK, STAMPED 618.670 F 29 1930 AND SET IN
 OJ0392'THE TOP OF A CONCRETE POST.
 OJ0392
 OJ0392                          STATION RECOVERY (1997)
 OJ0392
 OJ0392'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0392'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0628 ***********************************************************************
 RJ0628  DESIGNATION -  F 293
 RJ0628  PID         -  RJ0628
 RJ0628  STATE/COUNTY-  MI/CHIPPEWA
 RJ0628  USGS QUAD   -  BARBEAU (1975)
 RJ0628
 RJ0628                         *CURRENT SURVEY CONTROL
 RJ0628  ___________________________________________________________________
 RJ0628* NAD 83(1986)-  46 18 54.     (N)    084 16 47.     (W)     SCALED    
 RJ0628* NAVD 88     -       195.762  (meters)     642.26   (feet)  ADJUSTED  
 RJ0628  ___________________________________________________________________
 RJ0628  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 RJ0628  DYNAMIC HT  -         195.772 (meters)     642.30  (feet)  COMP
 RJ0628  MODELED GRAV-     980,664.1   (mgal)                       NAVD 88
 RJ0628
 RJ0628  VERT ORDER  -  FIRST     CLASS 0
 RJ0628
 RJ0628.The horizontal coordinates were scaled from a topographic map and have
 RJ0628.an estimated accuracy of +/- 6 seconds.
 RJ0628
 RJ0628.The orthometric height was determined by differential leveling
 RJ0628.and adjusted by the National Geodetic Survey in June 1991..
 RJ0628
 RJ0628.The geoid height was determined by GEOID03.
 RJ0628
 RJ0628.The dynamic height is computed by dividing the NAVD 88
 RJ0628.geopotential number by the normal gravity value computed on the
 RJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0628.degrees latitude (g = 980.6199 gals.).
 RJ0628
 RJ0628.The modeled gravity was interpolated from observed gravity values.
 RJ0628
 RJ0628;                    North         East    Units  Estimated Accuracy
 RJ0628;SPC MI N     -   173,830.    8,209,460.      MT  (+/- 180 meters Scaled)
 RJ0628
 RJ0628                          SUPERSEDED SURVEY CONTROL
 RJ0628
 RJ0628.No superseded survey control is available for this station.
 RJ0628
 RJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094326(NAD 83)
 RJ0628_MARKER: I = METAL ROD
 RJ0628_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0628_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0628_STAMPING: F 293 1983
 RJ0628_MARK LOGO: NGS   
 RJ0628_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0628+STABILITY: POSITION/ELEVATION WELL
 RJ0628_ROD/PIPE-DEPTH: 21.8 meters
 RJ0628_SLEEVE-DEPTH  : 6.09 meters
 RJ0628
 RJ0628  HISTORY     - Date     Condition        Report By
 RJ0628  HISTORY     - 1983     MONUMENTED       NGS
 RJ0628
 RJ0628                          STATION DESCRIPTION
 RJ0628
 RJ0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0628'3.0 KM (1.9 MI) NORTH FROM BARBEAU.
 RJ0628'2.95 KM (1.85 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0628'BARBEAU, THENCE 0.1 KM (0.05 MI) EAST ALONG A PRIVATE DRIVEWAY LEADING
 RJ0628'TO THE EPHRIAM R. NEWCOMB HOME, SET IN THE LAWN AT THE SOUTHWEST
 RJ0628'CORNER OF THE HOUSE, 14.94 METERS (49.0 FT) NORTH OF THE CENTER OF THE
 RJ0628'DRIVEWAY, 19.94 METERS (65.4 FT) NORTH-NORTHWEST OF A FENCE CORNER,
 RJ0628'8.38 METERS (27.5 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 RJ0628'HOUSE, 2.32 METERS (7.6 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 RJ0628'THE HOUSE, AND 2.43 METERS (8.0 FT) NORTHEAST OF A LARGE APPLE TREE.
 RJ0628'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0395 ***********************************************************************
 QK0395  DESIGNATION -  F 294
 QK0395  PID         -  QK0395
 QK0395  STATE/COUNTY-  MI/CHIPPEWA
 QK0395  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0395
 QK0395                         *CURRENT SURVEY CONTROL
 QK0395  ___________________________________________________________________
 QK0395* NAD 83(1986)-  45 59 18.     (N)    084 00 04.     (W)     SCALED    
 QK0395* NAVD 88     -       195.999  (meters)     643.04   (feet)  ADJUSTED  
 QK0395  ___________________________________________________________________
 QK0395  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 QK0395  DYNAMIC HT  -         196.002 (meters)     643.05  (feet)  COMP
 QK0395  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 QK0395
 QK0395  VERT ORDER  -  FIRST     CLASS 0
 QK0395
 QK0395.The horizontal coordinates were scaled from a topographic map and have
 QK0395.an estimated accuracy of +/- 6 seconds.
 QK0395
 QK0395.The orthometric height was determined by differential leveling
 QK0395.and adjusted by the National Geodetic Survey in June 1991..
 QK0395
 QK0395.The geoid height was determined by GEOID03.
 QK0395
 QK0395.The dynamic height is computed by dividing the NAVD 88
 QK0395.geopotential number by the normal gravity value computed on the
 QK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0395.degrees latitude (g = 980.6199 gals.).
 QK0395
 QK0395.The modeled gravity was interpolated from observed gravity values.
 QK0395
 QK0395;                    North         East    Units  Estimated Accuracy
 QK0395;SPC MI N     -   138,320.    8,232,280.      MT  (+/- 180 meters Scaled)
 QK0395
 QK0395                          SUPERSEDED SURVEY CONTROL
 QK0395
 QK0395.No superseded survey control is available for this station.
 QK0395
 QK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR322971(NAD 83)
 QK0395_MARKER: I = METAL ROD
 QK0395_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0395_SP_SET: STAINLESS STEEL ROD
 QK0395_STAMPING: F 294 1983
 QK0395_MARK LOGO: NGS   
 QK0395_PROJECTION: FLUSH
 QK0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0395_ROD/PIPE-DEPTH: 5.66 meters
 QK0395
 QK0395  HISTORY     - Date     Condition        Report By
 QK0395  HISTORY     - 1983     MONUMENTED       NGS
 QK0395  HISTORY     - 19940728 GOOD             USPSQD
 QK0395  HISTORY     - 20010331 GOOD             NGS
 QK0395
 QK0395                          STATION DESCRIPTION
 QK0395
 QK0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0395'8.2 KM (5.1 MI) WEST FROM DE TOUR VILLAGE.
 QK0395'8.2 KM (5.1 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QK0395'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QK0395'AT THE ENTRANCE LEADING NORTHEAST TO PITKOS RESORT, 23.98 METERS
 QK0395'(78.7 FT) NORTHEAST OF THE CENTER OF SOUTH CARIBOU DRIVE, 14.26 METERS
 QK0395'(46.8 FT) NORTH OF THE NORTHEAST ONE OF TWO POLES SUPPORTING SIGN FOR
 QK0395'PITKOS RESORT, 4.57 METERS (15.0 FT) NORTHWEST OF THE CENTER OF THE
 QK0395'GRAVEL DRIVEWAY AND ENTRANCE TO PITKOS RESORT, AND 0.67 METERS
 QK0395'(2.2 FT) NORTHEAST OF A POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL
 QK0395'AND ANCHORED AT THIS DEPTH.
 QK0395'THE MARK IS 0.82 METERS  NE FROM A WITNESS POST.
 QK0395'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 QK0395
 QK0395                          STATION RECOVERY (1994)
 QK0395
 QK0395'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0395'RECOVERED IN GOOD CONDITION.
 QK0395
 QK0395                          STATION RECOVERY (2001)
 QK0395
 QK0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0593 ***********************************************************************
 RJ0593  DESIGNATION -  F 295
 RJ0593  PID         -  RJ0593
 RJ0593  STATE/COUNTY-  MI/CHIPPEWA
 RJ0593  USGS QUAD   -  BRIMLEY (1975)
 RJ0593
 RJ0593                         *CURRENT SURVEY CONTROL
 RJ0593  ___________________________________________________________________
 RJ0593* NAD 83(1986)-  46 24 40.     (N)    084 34 19.     (W)     SCALED    
 RJ0593* NAVD 88     -       188.264  (meters)     617.66   (feet)  ADJUSTED  
 RJ0593  ___________________________________________________________________
 RJ0593  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 RJ0593  DYNAMIC HT  -         188.272 (meters)     617.69  (feet)  COMP
 RJ0593  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 RJ0593
 RJ0593  VERT ORDER  -  FIRST     CLASS 0
 RJ0593
 RJ0593.The horizontal coordinates were scaled from a topographic map and have
 RJ0593.an estimated accuracy of +/- 6 seconds.
 RJ0593
 RJ0593.The orthometric height was determined by differential leveling
 RJ0593.and adjusted by the National Geodetic Survey in June 1991..
 RJ0593
 RJ0593.The geoid height was determined by GEOID03.
 RJ0593
 RJ0593.The dynamic height is computed by dividing the NAVD 88
 RJ0593.geopotential number by the normal gravity value computed on the
 RJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0593.degrees latitude (g = 980.6199 gals.).
 RJ0593
 RJ0593.The modeled gravity was interpolated from observed gravity values.
 RJ0593
 RJ0593;                    North         East    Units  Estimated Accuracy
 RJ0593;SPC MI N     -   183,780.    8,186,640.      MT  (+/- 180 meters Scaled)
 RJ0593
 RJ0593                          SUPERSEDED SURVEY CONTROL
 RJ0593
 RJ0593.No superseded survey control is available for this station.
 RJ0593
 RJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS866425(NAD 83)
 RJ0593_MARKER: I = METAL ROD
 RJ0593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0593_SP_SET: STAINLESS STEEL ROD
 RJ0593_STAMPING: F 295 1983
 RJ0593_MARK LOGO: NGS   
 RJ0593_PROJECTION: FLUSH
 RJ0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0593_ROD/PIPE-DEPTH: 23.2 meters
 RJ0593
 RJ0593  HISTORY     - Date     Condition        Report By
 RJ0593  HISTORY     - 1983     MONUMENTED       NGS
 RJ0593  HISTORY     - 20020910 POOR             MIDT
 RJ0593  HISTORY     - 20021001 POOR             MIDT
 RJ0593
 RJ0593                          STATION DESCRIPTION
 RJ0593
 RJ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0593'IN BRIMLEY.
 RJ0593'IN BRIMLEY, AT THE JUNCTION OF STATE ROUTE M 221 AND ASPHALT ROAD
 RJ0593'LEADING EAST AND WEST, ABOUT 0.8 KM (0.5 MI) NORTH OF POST OFFICE, AT
 RJ0593'THE NORTHEAST CORNER AND ON PROPERTY OF MR. RAYMOND S. BRICAULT,
 RJ0593'ACROSS HIGHWAY AND EAST OF SWAN MARKET INCORPORATED AND GAS STATION,
 RJ0593'28.8 METERS (94.4 FT) NORTH OF NORTHWEST CORNER OF A FRAME HOUSE
 RJ0593'GARAGE, 32.0 METERS (105.0 FT) EAST OF CENTERLINE OF STATE ROUTE M
 RJ0593'221, 26.0 METERS (85.3 FT) EAST OF SOUTH END OF STREET CURB,
 RJ0593'0.73 METERS (2.4 FT) WEST OF POWERLINE POLE F 240 (GUYED), 22.2 METERS
 RJ0593'(72.7 FT) EAST-SOUTHEAST OF SOUTH END OF A METAL GUARD RAIL,
 RJ0593'5.8 METERS (19.0 FT) EAST-SOUTHEAST OF A POWERLINE POLE GUY ANCHOR,
 RJ0593'AND 30.0 METERS (98.5 FT) SOUTHEAST OF SOUTH END OF SOUTHWEST BRIDGE
 RJ0593'WINGWALL OF BRIDGE OVER WAISKA CREEK.
 RJ0593'THE MARK IS 1.0 METERS  SW FROM A WITNESS POST.
 RJ0593'THE MARK IS 0.30 M BELOW ROAD.
 RJ0593
 RJ0593                          STATION RECOVERY (2002)
 RJ0593
 RJ0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0593'POINT IS VERY UNSTABLE
 RJ0593
 RJ0593                          STATION RECOVERY (2002)
 RJ0593
 RJ0593'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RJ0593'UPDATE TO PREVIOUS REPORT OF 09/10/2002. ELEVATION OF MARK CHECKS
 RJ0593'WITHIN 3RD ORDER STANDARDS BETWEEN BENCH MARKS K 295 (PID-RJ0592) AND
 RJ0593'MIDWAY (PID-RJ0258).  FOR MARK F 295, ROD NOT STABLE HORIZONTALLY,
 RJ0593'ALUMINUM ACCESS COVER HAS BEEN REMOVED, CONCRETE AROUND PVC PIPE IS
 RJ0593'BROKEN, FIBERGLASS WIT. POST BROKE OFF-SET NEW POST 1.0 METER TO NE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0626 ***********************************************************************
 RJ0626  DESIGNATION -  F 296
 RJ0626  PID         -  RJ0626
 RJ0626  STATE/COUNTY-  MI/CHIPPEWA
 RJ0626  USGS QUAD   -  BARBEAU (1975)
 RJ0626
 RJ0626                         *CURRENT SURVEY CONTROL
 RJ0626  ___________________________________________________________________
 RJ0626* NAD 83(1986)-  46 21 20.     (N)    084 16 50.     (W)     SCALED    
 RJ0626* NAVD 88     -       186.844  (meters)     613.00   (feet)  ADJUSTED  
 RJ0626  ___________________________________________________________________
 RJ0626  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ0626  DYNAMIC HT  -         186.854 (meters)     613.04  (feet)  COMP
 RJ0626  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RJ0626
 RJ0626  VERT ORDER  -  FIRST     CLASS 0
 RJ0626
 RJ0626.The horizontal coordinates were scaled from a topographic map and have
 RJ0626.an estimated accuracy of +/- 6 seconds.
 RJ0626
 RJ0626.The orthometric height was determined by differential leveling
 RJ0626.and adjusted by the National Geodetic Survey in June 1991..
 RJ0626
 RJ0626.The geoid height was determined by GEOID03.
 RJ0626
 RJ0626.The dynamic height is computed by dividing the NAVD 88
 RJ0626.geopotential number by the normal gravity value computed on the
 RJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0626.degrees latitude (g = 980.6199 gals.).
 RJ0626
 RJ0626.The modeled gravity was interpolated from observed gravity values.
 RJ0626
 RJ0626;                    North         East    Units  Estimated Accuracy
 RJ0626;SPC MI N     -   178,330.    8,209,240.      MT  (+/- 180 meters Scaled)
 RJ0626
 RJ0626                          SUPERSEDED SURVEY CONTROL
 RJ0626
 RJ0626.No superseded survey control is available for this station.
 RJ0626
 RJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS092371(NAD 83)
 RJ0626_MARKER: DB = BENCH MARK DISK
 RJ0626_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0626_SP_SET: BRIDGE ABUTMENT
 RJ0626_STAMPING: F 296 1983
 RJ0626_MARK LOGO: NGS   
 RJ0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0626
 RJ0626  HISTORY     - Date     Condition        Report By
 RJ0626  HISTORY     - 1983     MONUMENTED       NGS
 RJ0626  HISTORY     - 20011029 GOOD             USPSQD
 RJ0626  HISTORY     - 20040824 GOOD             USPSQD
 RJ0626
 RJ0626                          STATION DESCRIPTION
 RJ0626
 RJ0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0626'20.3 KM (12.65 MI) SE FROM SAULT STE MARIE.
 RJ0626'17.1 KM (10.65 MI) EAST AND SOUTHEAST ALONG PORTAGE AVENUE AND
 RJ0626'RIVERSIDE DRIVE FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE.
 RJ0626'MARIE, THENCE 0.8 KM (0.5 MI) WEST ALONG NINE MILE ROAD TO THE
 RJ0626'JUNCTION OF RIVERSIDE ROAD, THENCE 2.4 KM (1.5 MI) SOUTH ON RIVERSIDE
 RJ0626'ROAD TO THE MARK ON THE WEST SIDE OF THE ROAD, A DISK SET IN THE
 RJ0626'SOUTHWEST ABUTMENT OF BRIDGE, (NOTE, PORTAGE AVENUE TURNS INTO
 RJ0626'RIVERSIDE DRIVE THEN INTO NICOLET ROAD, BUT IS THE SAME ROAD), 4.3
 RJ0626'METERS (14.0 FT) WEST OF CENTERLINE OF RIVERSIDE ROAD.
 RJ0626'THE MARK IS 0.15 M ABOVE RIVERSIDE ROAD.
 RJ0626
 RJ0626                          STATION RECOVERY (2001)
 RJ0626
 RJ0626'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0626'RECOVERED IN GOOD CONDITION.
 RJ0626
 RJ0626                          STATION RECOVERY (2004)
 RJ0626
 RJ0626'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0669 ***********************************************************************
 RJ0669  DESIGNATION -  F 297
 RJ0669  PID         -  RJ0669
 RJ0669  STATE/COUNTY-  MI/CHIPPEWA
 RJ0669  USGS QUAD   -  OAK RIDGE (1976)
 RJ0669
 RJ0669                         *CURRENT SURVEY CONTROL
 RJ0669  ___________________________________________________________________
 RJ0669* NAD 83(1986)-  46 17 04.     (N)    084 12 45.     (W)     SCALED    
 RJ0669* NAVD 88     -       177.605  (meters)     582.69   (feet)  ADJUSTED  
 RJ0669  ___________________________________________________________________
 RJ0669  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0669  DYNAMIC HT  -         177.614 (meters)     582.72  (feet)  COMP
 RJ0669  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RJ0669
 RJ0669  VERT ORDER  -  FIRST     CLASS 0
 RJ0669
 RJ0669.The horizontal coordinates were scaled from a topographic map and have
 RJ0669.an estimated accuracy of +/- 6 seconds.
 RJ0669
 RJ0669.The orthometric height was determined by differential leveling
 RJ0669.and adjusted by the National Geodetic Survey in June 1991..
 RJ0669
 RJ0669.The geoid height was determined by GEOID03.
 RJ0669
 RJ0669.The dynamic height is computed by dividing the NAVD 88
 RJ0669.geopotential number by the normal gravity value computed on the
 RJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0669.degrees latitude (g = 980.6199 gals.).
 RJ0669
 RJ0669.The modeled gravity was interpolated from observed gravity values.
 RJ0669
 RJ0669;                    North         East    Units  Estimated Accuracy
 RJ0669;SPC MI N     -   170,620.    8,214,760.      MT  (+/- 180 meters Scaled)
 RJ0669
 RJ0669                          SUPERSEDED SURVEY CONTROL
 RJ0669
 RJ0669.No superseded survey control is available for this station.
 RJ0669
 RJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS147294(NAD 83)
 RJ0669_MARKER: I = METAL ROD
 RJ0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0669_SP_SET: STAINLESS STEEL ROD
 RJ0669_STAMPING: F 297 1983
 RJ0669_MARK LOGO: NGS   
 RJ0669_PROJECTION: FLUSH
 RJ0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0669+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 RJ0669_ROD/PIPE-DEPTH: 7.0  meters
 RJ0669
 RJ0669  HISTORY     - Date     Condition        Report By
 RJ0669  HISTORY     - 1983     MONUMENTED       NGS
 RJ0669  HISTORY     - 20050730 GOOD             NGS
 RJ0669
 RJ0669                          STATION DESCRIPTION
 RJ0669
 RJ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0669'6.0 KM (3.7 MI) SE FROM BARBEAU.
 RJ0669'4.5 KM (2.8 MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN
 RJ0669'BARBEAU, THENCE 1.1 KM (0.7 MI) SOUTH-SOUTHEAST ALONG AN ASPHALT ROAD
 RJ0669'(SCENIC ROAD), THENCE 0.24 KM (0.15 MI) EAST-NORTHEAST ALONG AN
 RJ0669'ASPHALT ROAD, AT THE NEEBISH ISLAND FERRY LANDING, 7.3 METERS
 RJ0669'(24.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF THE ASPHALT AND
 RJ0669'GRADED ROAD, 30.5 METERS (100.0 FT) NORTHWEST OF AN OLD ABANDONED
 RJ0669'TEXACO STATION SIGN, 41.2 METERS (135.0 FT) SOUTH-SOUTHWEST OF THE
 RJ0669'SOUTHWEST CORNER OF THE CONCRETE APRON OF THE APPROACH TO THE FERRY
 RJ0669'DOCK, 1.2 METERS (4.0 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH TWO
 RJ0669'GUY WIRES AND A TRANSFORMER, 1.6 METERS (5.3 FT) WEST-SOUTHWEST OF A
 RJ0669'GUY ANCHOR, AND 10.5 METERS (34.4 FT) NORTH-NORTHEAST OF A 4 BY 4 BY 3
 RJ0669'FOOT BOULDER ALONG SIDE OF THE ROAD.
 RJ0669'THE MARK IS 1.2 METERS  NNE FROM A WITNESS POST.
 RJ0669'THE MARK IS ABOVE LEVEL WITH ASPHALT ROAD.
 RJ0669
 RJ0669                          STATION RECOVERY (2005)
 RJ0669
 RJ0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0691 ***********************************************************************
 RJ0691  DESIGNATION -  F 297 X
 RJ0691  PID         -  RJ0691
 RJ0691  STATE/COUNTY-  MI/CHIPPEWA
 RJ0691  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0691
 RJ0691                         *CURRENT SURVEY CONTROL
 RJ0691  ___________________________________________________________________
 RJ0691* NAD 83(1986)-  46 29 05.     (N)    084 13 00.     (W)     SCALED    
 RJ0691* NAVD 88     -       234.677  (meters)     769.94   (feet)  ADJUSTED  
 RJ0691  ___________________________________________________________________
 RJ0691  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0691  DYNAMIC HT  -         234.690 (meters)     769.98  (feet)  COMP
 RJ0691  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0691
 RJ0691  VERT ORDER  -  FIRST     CLASS 0
 RJ0691
 RJ0691.The horizontal coordinates were scaled from a topographic map and have
 RJ0691.an estimated accuracy of +/- 6 seconds.
 RJ0691
 RJ0691.The orthometric height was determined by differential leveling
 RJ0691.and adjusted by the National Geodetic Survey in June 1991..
 RJ0691
 RJ0691.The geoid height was determined by GEOID03.
 RJ0691
 RJ0691.The dynamic height is computed by dividing the NAVD 88
 RJ0691.geopotential number by the normal gravity value computed on the
 RJ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0691.degrees latitude (g = 980.6199 gals.).
 RJ0691
 RJ0691.The modeled gravity was interpolated from observed gravity values.
 RJ0691
 RJ0691;                    North         East    Units  Estimated Accuracy
 RJ0691;SPC MI N     -   192,850.    8,213,650.      MT  (+/- 180 meters Scaled)
 RJ0691
 RJ0691                          SUPERSEDED SURVEY CONTROL
 RJ0691
 RJ0691.No superseded survey control is available for this station.
 RJ0691
 RJ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS136516(NAD 83)
 RJ0691_MARKER: I = METAL ROD
 RJ0691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0691_SP_SET: STAINLESS STEEL ROD
 RJ0691_STAMPING: F 297 X 1983
 RJ0691_MARK LOGO: NGS   
 RJ0691_PROJECTION: FLUSH
 RJ0691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0691_ROD/PIPE-DEPTH: 4.6  meters
 RJ0691
 RJ0691  HISTORY     - Date     Condition        Report By
 RJ0691  HISTORY     - 1983     MONUMENTED       NGS
 RJ0691
 RJ0691                          STATION DESCRIPTION
 RJ0691
 RJ0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0691'6.25 KM (3.9 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0691'6.25 KM (3.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND
 RJ0691'FERRY LANDING ON SUGAR ISLAND TO THE JUNCTION OF BRASSER ROAD AND THE
 RJ0691'MARK ON THE LEFT, 13.8 METERS (45.2 FT) NORTH OF THE CENTERLINE OF THE
 RJ0691'ROAD, 17.2 METERS (56.5 FT) EAST OF THE CENTER OF BRASSER ROAD,
 RJ0691'4.1 METERS (13.6 FT) NORTH OF POWERLINE POLE NUMBER SUI-27-29, AND
 RJ0691'1.0 METER (3.4 FT) WEST OF A CORNER FENCE POST.  NOTE, ROD DRIVEN TO
 RJ0691'REFUSAL, ALSO THE DATUM POINT IS STAMPED F 297.
 RJ0691'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 RJ0691'THE MARK IS 0.7 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0655 ***********************************************************************
 RJ0655  DESIGNATION -  F 298
 RJ0655  PID         -  RJ0655
 RJ0655  STATE/COUNTY-  MI/MACKINAC
 RJ0655  USGS QUAD   -  PICKFORD SE (1975)
 RJ0655
 RJ0655                         *CURRENT SURVEY CONTROL
 RJ0655  ___________________________________________________________________
 RJ0655* NAD 83(1986)-  46 00 01.     (N)    084 19 19.     (W)     SCALED    
 RJ0655* NAVD 88     -       179.872  (meters)     590.13   (feet)  ADJUSTED  
 RJ0655  ___________________________________________________________________
 RJ0655  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 RJ0655  DYNAMIC HT  -         179.878 (meters)     590.15  (feet)  COMP
 RJ0655  MODELED GRAV-     980,642.4   (mgal)                       NAVD 88
 RJ0655
 RJ0655  VERT ORDER  -  FIRST     CLASS 0
 RJ0655
 RJ0655.The horizontal coordinates were scaled from a topographic map and have
 RJ0655.an estimated accuracy of +/- 6 seconds.
 RJ0655
 RJ0655.The orthometric height was determined by differential leveling
 RJ0655.and adjusted by the National Geodetic Survey in June 1991..
 RJ0655
 RJ0655.The geoid height was determined by GEOID03.
 RJ0655
 RJ0655.The dynamic height is computed by dividing the NAVD 88
 RJ0655.geopotential number by the normal gravity value computed on the
 RJ0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0655.degrees latitude (g = 980.6199 gals.).
 RJ0655
 RJ0655.The modeled gravity was interpolated from observed gravity values.
 RJ0655
 RJ0655;                    North         East    Units  Estimated Accuracy
 RJ0655;SPC MI N     -   138,760.    8,207,390.      MT  (+/- 180 meters Scaled)
 RJ0655
 RJ0655                          SUPERSEDED SURVEY CONTROL
 RJ0655
 RJ0655.No superseded survey control is available for this station.
 RJ0655
 RJ0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR073975(NAD 83)
 RJ0655_MARKER: I = METAL ROD
 RJ0655_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0655_SP_SET: STAINLESS STEEL ROD
 RJ0655_STAMPING: F 298 1983
 RJ0655_MARK LOGO: NGS   
 RJ0655_PROJECTION: FLUSH
 RJ0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0655_ROD/PIPE-DEPTH: 2.07 meters
 RJ0655
 RJ0655  HISTORY     - Date     Condition        Report By
 RJ0655  HISTORY     - 1983     MONUMENTED       NGS
 RJ0655  HISTORY     - 19940728 GOOD             USPSQD
 RJ0655  HISTORY     - 19950712 GOOD             USPSQD
 RJ0655  HISTORY     - 20010331 GOOD             NGS
 RJ0655
 RJ0655                          STATION DESCRIPTION
 RJ0655
 RJ0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0655'3.2 KM (2.0 MI) EAST FROM CEDARVILLE.
 RJ0655'3.2 KM (2.0 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 RJ0655'STATE HIGHWAY 129 IN CEDARVILLE, AT FLOWER BAY ROAD LEADING SOUTH, SET
 RJ0655'BY A POWERLINE POLE WITH A SMALL TRANSFORMER AND THREE GUY CABLES,
 RJ0655'21.48 METERS (70.5 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RJ0655'13.86 METERS (45.5 FT) WEST OF THE CENTER OF FLOWER BAY ROAD,
 RJ0655'0.76 METERS (2.5 FT) WEST OF POWERLINE POLE NUMBER GT 4 24 1,
 RJ0655'5.57 METERS (18.3 FT) SOUTHEAST OF A GUY CABLE ANCHOR, AND 4.87 METERS
 RJ0655'(16.0 FT) SOUTH OF A GUY CABLE ANCHOR.  NOTE, ROD ANCHORED IN BEDROCK.
 RJ0655'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 RJ0655'THE MARK IS 0.6 M BELOW HIGHWAY.
 RJ0655
 RJ0655                          STATION RECOVERY (1994)
 RJ0655
 RJ0655'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0655'RECOVERED IN GOOD CONDITION.
 RJ0655
 RJ0655                          STATION RECOVERY (1995)
 RJ0655
 RJ0655'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0655'RECOVERED IN GOOD CONDITION.
 RJ0655
 RJ0655                          STATION RECOVERY (2001)
 RJ0655
 RJ0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0655'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0679 ***********************************************************************
 RJ0679  DESIGNATION -  F 299
 RJ0679  PID         -  RJ0679
 RJ0679  STATE/COUNTY-  MI/CHIPPEWA
 RJ0679  USGS QUAD   -  OAK RIDGE (1976)
 RJ0679
 RJ0679                         *CURRENT SURVEY CONTROL
 RJ0679  ___________________________________________________________________
 RJ0679* NAD 83(1986)-  46 20 50.     (N)    084 08 54.     (W)     SCALED    
 RJ0679* NAVD 88     -       200.712  (meters)     658.50   (feet)  ADJUSTED  
 RJ0679  ___________________________________________________________________
 RJ0679  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0679  DYNAMIC HT  -         200.723 (meters)     658.54  (feet)  COMP
 RJ0679  MODELED GRAV-     980,665.1   (mgal)                       NAVD 88
 RJ0679
 RJ0679  VERT ORDER  -  FIRST     CLASS 0
 RJ0679
 RJ0679.The horizontal coordinates were scaled from a topographic map and have
 RJ0679.an estimated accuracy of +/- 6 seconds.
 RJ0679
 RJ0679.The orthometric height was determined by differential leveling
 RJ0679.and adjusted by the National Geodetic Survey in June 1991..
 RJ0679
 RJ0679.The geoid height was determined by GEOID03.
 RJ0679
 RJ0679.The dynamic height is computed by dividing the NAVD 88
 RJ0679.geopotential number by the normal gravity value computed on the
 RJ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0679.degrees latitude (g = 980.6199 gals.).
 RJ0679
 RJ0679.The modeled gravity was interpolated from observed gravity values.
 RJ0679
 RJ0679;                    North         East    Units  Estimated Accuracy
 RJ0679;SPC MI N     -   177,770.    8,219,450.      MT  (+/- 180 meters Scaled)
 RJ0679
 RJ0679                          SUPERSEDED SURVEY CONTROL
 RJ0679
 RJ0679.No superseded survey control is available for this station.
 RJ0679
 RJ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS194365(NAD 83)
 RJ0679_MARKER: I = METAL ROD
 RJ0679_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0679_SP_SET: STAINLESS STEEL ROD
 RJ0679_STAMPING: F 299 1983
 RJ0679_MARK LOGO: NGS   
 RJ0679_PROJECTION: FLUSH
 RJ0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0679_ROD/PIPE-DEPTH: 6.1  meters
 RJ0679
 RJ0679  HISTORY     - Date     Condition        Report By
 RJ0679  HISTORY     - 1983     MONUMENTED       NGS
 RJ0679
 RJ0679                          STATION DESCRIPTION
 RJ0679
 RJ0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0679'28.4 KM (17.65 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0679'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0679'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0679'2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD TO THE JUNCTION OF 3 MILE
 RJ0679'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD TO THE JUNCTION OF
 RJ0679'HOMESTEAD ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD ROAD TO
 RJ0679'THE JUNCTION OF 6 MILE ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE
 RJ0679'ROAD TO THE JUNCTION OF HOMESTEAD ROAD, THENCE 10.95 KM (6.8 MI) SOUTH
 RJ0679'ALONG HOMESTEAD ROAD TO THE MARK ON THE LEFT, 9.3 METERS (30.4 FT)
 RJ0679'NORTH OF THE CENTER OF HOMESTEAD ROAD, 20.1 METERS (65.9 FT) WEST OF
 RJ0679'POWERLINE POLE NUMBER SU1-219, AND 1.1 METERS (3.6 FT) SOUTH OF A
 RJ0679'FLAGPOLE.  NOTE, ROD DRIVEN TO REFUSAL.
 RJ0679'THE MARK IS 0.5 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0302 ***********************************************************************
 QL0302  DESIGNATION -  F 30
 QL0302  PID         -  QL0302
 QL0302  STATE/COUNTY-  MI/MENOMINEE
 QL0302  USGS QUAD   -  WALLACE (1982)
 QL0302
 QL0302                         *CURRENT SURVEY CONTROL
 QL0302  ___________________________________________________________________
 QL0302* NAD 83(1986)-  45 16 42.     (N)    087 36 57.     (W)     SCALED    
 QL0302* NAVD 88     -       201.695  (meters)     661.73   (feet)  ADJUSTED  
 QL0302  ___________________________________________________________________
 QL0302  GEOID HEIGHT-         -36.83  (meters)                     GEOID03
 QL0302  DYNAMIC HT  -         201.677 (meters)     661.67  (feet)  COMP
 QL0302  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 QL0302
 QL0302  VERT ORDER  -  FIRST     CLASS II
 QL0302
 QL0302.The horizontal coordinates were scaled from a topographic map and have
 QL0302.an estimated accuracy of +/- 6 seconds.
 QL0302
 QL0302.The orthometric height was determined by differential leveling
 QL0302.and adjusted by the National Geodetic Survey in June 1991..
 QL0302
 QL0302.The geoid height was determined by GEOID03.
 QL0302
 QL0302.The dynamic height is computed by dividing the NAVD 88
 QL0302.geopotential number by the normal gravity value computed on the
 QL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0302.degrees latitude (g = 980.6199 gals.).
 QL0302
 QL0302.The modeled gravity was interpolated from observed gravity values.
 QL0302
 QL0302;                    North         East    Units  Estimated Accuracy
 QL0302;SPC MI N     -    55,210.    7,951,680.      MT  (+/- 180 meters Scaled)
 QL0302
 QL0302                          SUPERSEDED SURVEY CONTROL
 QL0302
 QL0302  NGVD 29 (??/??/92)  201.715  (m)          661.79   (f) ADJ UNCH    1 2
 QL0302
 QL0302.Superseded values are not recommended for survey control.
 QL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0302.See file dsdata.txt to determine how the superseded data were derived.
 QL0302
 QL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR516140(NAD 83)
 QL0302_MARKER: DB = BENCH MARK DISK
 QL0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0302_STAMPING: F 30 661.793 1930
 QL0302_MARK LOGO: CGS   
 QL0302_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0302+STABILITY: SURFACE MOTION
 QL0302
 QL0302  HISTORY     - Date     Condition        Report By
 QL0302  HISTORY     - 1930     MONUMENTED       CGS
 QL0302  HISTORY     - 1954     GOOD             NGS
 QL0302  HISTORY     - 1979     POOR             WIPSC
 QL0302  HISTORY     - 19900316 POOR             MIDT
 QL0302  HISTORY     - 19900316 POOR             MIDT
 QL0302  HISTORY     - 19961029 MARK NOT FOUND   USPSQD
 QL0302
 QL0302                          STATION DESCRIPTION
 QL0302
 QL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QL0302'3.5 MI S FROM WALLACE.
 QL0302'3.5 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0302'THE STATION AT WALLACE, MENOMINEE COUNTY, AT CARBONDALE, AT A
 QL0302'ROAD CROSSING, 200 FEET WEST OF U.S. HIGHWAY 41, 15 FEET NORTH
 QL0302'OF THE CENTERLINE OF THE ROAD, AND 12 FEET WEST OF THE WEST
 QL0302'RAIL.  A STANDARD DISK, STAMPED 661.793 F 30 1930 AND SET IN THE
 QL0302'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 QL0302
 QL0302                          STATION RECOVERY (1979)
 QL0302
 QL0302'RECOVERY NOTE BY WISCONSIN PUBLIC SERVICE COMMISSION 1979
 QL0302'MARK RECOVERED IN POOR CONDITION.
 QL0302
 QL0302                          STATION RECOVERY (1990)
 QL0302
 QL0302'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 QL0302'FOUND IN POOR CONDITION CONCRETE POST HAS BEEN DAMAGED BY EQUIPMENT.
 QL0302'MARK IS 1160 +/- FEET NORTH ALONG US HIGHWAY 2 FROM COUNTY ROAD 338.
 QL0302
 QL0302                          STATION RECOVERY (1990)
 QL0302
 QL0302'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 QL0302'RECOVERED IN POOR CONDITION. NOTE--CONCRETE POST HAS BEEN DAMAGED BY
 QL0302'SNOW REMOVAL EQUIPMENT. MARK IS 1160 +/- FEET NORTH ALONG US HIGHWAY 2
 QL0302'FROM COUNTY ROAD 338.                               M
 QL0302
 QL0302                          STATION RECOVERY (1996)
 QL0302
 QL0302'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0538 ***********************************************************************
 QK0538  DESIGNATION -  F 301
 QK0538  PID         -  QK0538
 QK0538  STATE/COUNTY-  MI/CHEBOYGAN
 QK0538  USGS QUAD   -  
 QK0538
 QK0538                         *CURRENT SURVEY CONTROL
 QK0538  ___________________________________________________________________
 QK0538* NAD 83(1986)-  45 38 38.     (N)    084 23 58.     (W)     SCALED    
 QK0538* NAVD 88     -       185.264  (meters)     607.82   (feet)  ADJUSTED  
 QK0538  ___________________________________________________________________
 QK0538  GEOID HEIGHT-         -36.11  (meters)                     GEOID03
 QK0538  DYNAMIC HT  -         185.261 (meters)     607.81  (feet)  COMP
 QK0538  MODELED GRAV-     980,594.2   (mgal)                       NAVD 88
 QK0538
 QK0538  VERT ORDER  -  FIRST     CLASS II
 QK0538
 QK0538.The horizontal coordinates were scaled from a topographic map and have
 QK0538.an estimated accuracy of +/- 6 seconds.
 QK0538
 QK0538.The orthometric height was determined by differential leveling
 QK0538.and adjusted by the National Geodetic Survey in June 1991..
 QK0538
 QK0538.The geoid height was determined by GEOID03.
 QK0538
 QK0538.The dynamic height is computed by dividing the NAVD 88
 QK0538.geopotential number by the normal gravity value computed on the
 QK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0538.degrees latitude (g = 980.6199 gals.).
 QK0538
 QK0538.The modeled gravity was interpolated from observed gravity values.
 QK0538
 QK0538;                    North         East    Units  Estimated Accuracy
 QK0538;SPC MI C     -   258,610.    5,997,450.      MT  (+/- 180 meters Scaled)
 QK0538
 QK0538                          SUPERSEDED SURVEY CONTROL
 QK0538
 QK0538.No superseded survey control is available for this station.
 QK0538
 QK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR026577(NAD 83)
 QK0538_MARKER: I = METAL ROD
 QK0538_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0538_SP_SET: STAINLESS STEEL ROD
 QK0538_STAMPING: F 301 1983
 QK0538_MARK LOGO: NGS   
 QK0538_PROJECTION: FLUSH
 QK0538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0538_ROD/PIPE-DEPTH: 17.1 meters
 QK0538
 QK0538  HISTORY     - Date     Condition        Report By
 QK0538  HISTORY     - 1983     MONUMENTED       NGS
 QK0538  HISTORY     - 20041004 POOR             USPSQD
 QK0538
 QK0538                          STATION DESCRIPTION
 QK0538
 QK0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0538'7.0 KM (4.35 MI) EAST FROM CHEBOYGAN.
 QK0538'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0538'THE POST OFFICE IN CHEBOYGAN, THENCE 6.6 KM (4.1 MI) EAST ALONG U.S.
 QK0538'HIGHWAY 23 (STATE STREET) AT A SIDE ROAD (SEFFREN ROAD) LEADING
 QK0538'NORTH-NORTHWEST TO THE CHEBOYGAN STATE PARK, 26.82 METERS (89.0 FT)
 QK0538'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 23, 12.95 METERS
 QK0538'(42.5 FT) EAST-NORTHEAST OF THE CENTER OF SEFFREN ROAD, 14.26 METERS
 QK0538'(46.8 FT) NORTH-NORTHWEST OF A METAL POST WITH THE ROAD SIGN SEFFERN
 QK0538'ROAD ATTACHED, 0.25 METER (0.80 FT) NORTHWEST OF THE NORTHWEST END OF
 QK0538'A CHEBOYGAN STATE PARK SIGN, AND 22.25 METERS (73.0 FT) EAST-NORTHEAST
 QK0538'AND ACROSS THE ROAD FROM A SECOND STATE PARK SIGN.  NOTE, DRIVING RATE
 QK0538'WAS EXCEEDED AT THIS DEPTH.
 QK0538'THE MARK IS 0.3 METERS  SSE FROM A WITNESS POST.
 QK0538'THE MARK IS ABOVE LEVEL WITH SEFFERN ROAD.
 QK0538
 QK0538                          STATION RECOVERY (2004)
 QK0538
 QK0538'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0538'FICE INCH COVER IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0497 ***********************************************************************
 QK0497  DESIGNATION -  F 302
 QK0497  PID         -  QK0497
 QK0497  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0497  USGS QUAD   -  OCQUEOC (1986)
 QK0497
 QK0497                         *CURRENT SURVEY CONTROL
 QK0497  ___________________________________________________________________
 QK0497* NAD 83(1986)-  45 29 17.     (N)    084 02 56.     (W)     SCALED    
 QK0497* NAVD 88     -       206.029  (meters)     675.95   (feet)  ADJUSTED  
 QK0497  ___________________________________________________________________
 QK0497  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 QK0497  DYNAMIC HT  -         206.022 (meters)     675.92  (feet)  COMP
 QK0497  MODELED GRAV-     980,574.4   (mgal)                       NAVD 88
 QK0497
 QK0497  VERT ORDER  -  FIRST     CLASS II
 QK0497
 QK0497.The horizontal coordinates were scaled from a topographic map and have
 QK0497.an estimated accuracy of +/- 6 seconds.
 QK0497
 QK0497.The orthometric height was determined by differential leveling
 QK0497.and adjusted by the National Geodetic Survey in June 1991..
 QK0497
 QK0497.The geoid height was determined by GEOID03.
 QK0497
 QK0497.The dynamic height is computed by dividing the NAVD 88
 QK0497.geopotential number by the normal gravity value computed on the
 QK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0497.degrees latitude (g = 980.6199 gals.).
 QK0497
 QK0497.The modeled gravity was interpolated from observed gravity values.
 QK0497
 QK0497;                    North         East    Units  Estimated Accuracy
 QK0497;SPC MI C     -   241,340.    6,024,840.      MT  (+/- 180 meters Scaled)
 QK0497
 QK0497                          SUPERSEDED SURVEY CONTROL
 QK0497
 QK0497.No superseded survey control is available for this station.
 QK0497
 QK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR306414(NAD 83)
 QK0497_MARKER: I = METAL ROD
 QK0497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0497_SP_SET: STAINLESS STEEL ROD
 QK0497_STAMPING: F 302 1983
 QK0497_MARK LOGO: NGS   
 QK0497_PROJECTION: FLUSH
 QK0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0497_ROD/PIPE-DEPTH: 19.5 meters
 QK0497
 QK0497  HISTORY     - Date     Condition        Report By
 QK0497  HISTORY     - 1983     MONUMENTED       NGS
 QK0497  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QK0497
 QK0497                          STATION DESCRIPTION
 QK0497
 QK0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0497'21.6 KM (13.4 MI) NW FROM ROGERS CITY.
 QK0497'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0497'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.8 KM (12.3 MI)
 QK0497'ALONG HIGHWAY 23 AT A GRAVEK SIDE ROAD (SILVER CREEK ROAD) LEADING
 QK0497'SOUTH, IS 0.5 KM (0.3 MI) EAST ALONG HIGHWAY 23 FROM PINE CREEK ROAD,
 QK0497'23.31 METERS (76.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23,
 QK0497'12.49 METERS (41.0 FT) EAST OF THE CENTER OF SILVER CREEK ROAD,
 QK0497'14.11 METERS (46.3 FT) SOUTHEAST OF A STOP SIGN POST, 0.82 METER
 QK0497'(2.7 FT) SOUTHWEST OF THE EAST ONE OF TWO POSTS SUPPORTING SIX
 QK0497'TELEPHONE REPEATER RECEPTICALS, AND 0.79 METER (2.6 FT) SOUTHEAST OF
 QK0497'THE WEST ONE OF TWO POSTS SUPPORTING SIX TELEPHONE REPEATER
 QK0497'RECEPTICALS.  NOTE, DRIVING RATE ON ROD MET.
 QK0497'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QK0497'THE MARK IS ABOVE LEVEL WITH SILVER CREEK ROAD.
 QK0497
 QK0497                          STATION RECOVERY (2003)
 QK0497
 QK0497'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0497'CABLE HAS BEEN INSTALLED THROUGH THAT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0697 ***********************************************************************
 OJ0697  DESIGNATION -  F 303
 OJ0697  PID         -  OJ0697
 OJ0697  STATE/COUNTY-  MI/BAY
 OJ0697  USGS QUAD   -  PINCONNING (1973)
 OJ0697
 OJ0697                         *CURRENT SURVEY CONTROL
 OJ0697  ___________________________________________________________________
 OJ0697* NAD 83(1986)-  43 52 02.     (N)    083 56 44.     (W)     SCALED    
 OJ0697* NAVD 88     -       182.216  (meters)     597.82   (feet)  ADJUSTED  
 OJ0697  ___________________________________________________________________
 OJ0697  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OJ0697  DYNAMIC HT  -         182.184 (meters)     597.72  (feet)  COMP
 OJ0697  MODELED GRAV-     980,439.2   (mgal)                       NAVD 88
 OJ0697
 OJ0697  VERT ORDER  -  FIRST     CLASS II
 OJ0697
 OJ0697.The horizontal coordinates were scaled from a topographic map and have
 OJ0697.an estimated accuracy of +/- 6 seconds.
 OJ0697
 OJ0697.The orthometric height was determined by differential leveling
 OJ0697.and adjusted by the National Geodetic Survey in June 1991..
 OJ0697
 OJ0697.The geoid height was determined by GEOID03.
 OJ0697
 OJ0697.The dynamic height is computed by dividing the NAVD 88
 OJ0697.geopotential number by the normal gravity value computed on the
 OJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0697.degrees latitude (g = 980.6199 gals.).
 OJ0697
 OJ0697.The modeled gravity was interpolated from observed gravity values.
 OJ0697
 OJ0697;                    North         East    Units  Estimated Accuracy
 OJ0697;SPC MI S     -   263,050.    4,033,850.      MT  (+/- 180 meters Scaled)
 OJ0697
 OJ0697                          SUPERSEDED SURVEY CONTROL
 OJ0697
 OJ0697.No superseded survey control is available for this station.
 OJ0697
 OJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ633613(NAD 83)
 OJ0697_MARKER: I = METAL ROD
 OJ0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0697_SP_SET: STAINLESS STEEL ROD
 OJ0697_STAMPING: F 303 1983
 OJ0697_MARK LOGO: NGS   
 OJ0697_PROJECTION: FLUSH
 OJ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0697+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0697_ROD/PIPE-DEPTH: 7.31 meters
 OJ0697
 OJ0697  HISTORY     - Date     Condition        Report By
 OJ0697  HISTORY     - 1983     MONUMENTED       NGS
 OJ0697  HISTORY     - 19970719 GOOD             USPSQD
 OJ0697  HISTORY     - 20060128 GOOD             USPSQD
 OJ0697
 OJ0697                          STATION DESCRIPTION
 OJ0697
 OJ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0697'3.2 KM (2.0 MI) NE FROM PINCONNING.
 OJ0697'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0697'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0697'ESTEY ROAD, AT THE JUNCTION OF SHORE ROAD, 15.20 METERS (49.9 FT)
 OJ0697'SOUTH OF THE CENTERLINE OF CODY ESTEY ROAD, 43.37 METERS (142.3 FT)
 OJ0697'WEST OF THE WEST RAIL OF RAILROAD TRACKS, AND 2.13 METERS (7.0 FT)
 OJ0697'NORTH OF A POWERLINE POLE WITH TWO GUY WIRES.
 OJ0697'THE MARK IS 0.67 METERS  E FROM A WITNESS POST.
 OJ0697'THE MARK IS 0.60 M BELOW CODY ESTEY ROAD.
 OJ0697
 OJ0697                          STATION RECOVERY (1997)
 OJ0697
 OJ0697'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0697'RECOVERED IN GOOD CONDITION.
 OJ0697
 OJ0697                          STATION RECOVERY (2006)
 OJ0697
 OJ0697'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0186 ***********************************************************************
 PK0186  DESIGNATION -  F 304
 PK0186  PID         -  PK0186
 PK0186  STATE/COUNTY-  MI/IOSCO
 PK0186  USGS QUAD   -  EAST TAWAS (1989)
 PK0186
 PK0186                         *CURRENT SURVEY CONTROL
 PK0186  ___________________________________________________________________
 PK0186* NAD 83(1986)-  44 16 56.     (N)    083 28 22.     (W)     SCALED    
 PK0186* NAVD 88     -       178.893  (meters)     586.92   (feet)  ADJUSTED  
 PK0186  ___________________________________________________________________
 PK0186  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0186  DYNAMIC HT  -         178.870 (meters)     586.84  (feet)  COMP
 PK0186  MODELED GRAV-     980,487.4   (mgal)                       NAVD 88
 PK0186  OBS GRAVITY -     980,488.8   (mgal)                       GRAV_OBS
 PK0186
 PK0186  VERT ORDER  -  FIRST     CLASS II
 PK0186
 PK0186.The horizontal coordinates were scaled from a topographic map and have
 PK0186.an estimated accuracy of +/- 6 seconds.
 PK0186
 PK0186.The orthometric height was determined by differential leveling
 PK0186.and adjusted by the National Geodetic Survey in June 1991..
 PK0186
 PK0186.The geoid height was determined by GEOID03.
 PK0186
 PK0186.The dynamic height is computed by dividing the NAVD 88
 PK0186.geopotential number by the normal gravity value computed on the
 PK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0186.degrees latitude (g = 980.6199 gals.).
 PK0186
 PK0186.The modeled gravity was interpolated from observed gravity values.
 PK0186.The observed gravity was obtained from relative gravimeter ties
 PK0186.to the IGSN71 gravity network.
 PK0186
 PK0186;                    North         East    Units  Estimated Accuracy
 PK0186;SPC MI C     -   107,690.    6,071,350.      MT  (+/- 180 meters Scaled)
 PK0186
 PK0186                          SUPERSEDED SURVEY CONTROL
 PK0186
 PK0186.No superseded survey control is available for this station.
 PK0186
 PK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK026061(NAD 83)
 PK0186_MARKER: I = METAL ROD
 PK0186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0186_SP_SET: STAINLESS STEEL ROD
 PK0186_STAMPING: F 304 1983
 PK0186_MARK LOGO: NGS   
 PK0186_PROJECTION: RECESSED 5 CENTIMETERS
 PK0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0186_ROD/PIPE-DEPTH: 12.2 meters
 PK0186
 PK0186  HISTORY     - Date     Condition        Report By
 PK0186  HISTORY     - 1983     MONUMENTED       NGS
 PK0186
 PK0186                          STATION DESCRIPTION
 PK0186
 PK0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0186'4.1 KM (2.55 MI) NORTH FROM TAWAS CITY.
 PK0186'4.1 KM (2.55 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0186'POST OFFICE IN TAWAS CITY TO THE MARK ON THE RIGHT, 13.95 METERS
 PK0186'(45.8 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 35.72 METERS
 PK0186'(117.2 FT) WEST OF NORTHEAST CORNER OF LARGE BRICK BUILDING (ELIAS BIG
 PK0186'BOY RESTAURANT), 28.28 METERS (92.8 FT) NORTHEAST OF NORTHWEST CORNER
 PK0186'OF THE RESTAURANT BUILDING, 9.84 METERS (32.3 FT) SOUTHWEST OF
 PK0186'APPROXIMATE CENTER OF NORTH DRIVE TO RESTAURANT BUILDING, AND
 PK0186'1.24 METERS (4.1 FT) SOUTHEAST OF A POWERLINE POLE.
 PK0186'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0155 ***********************************************************************
 PK0155  DESIGNATION -  F 305
 PK0155  PID         -  PK0155
 PK0155  STATE/COUNTY-  MI/ARENAC
 PK0155  USGS QUAD   -  WHITTEMORE (1968)
 PK0155
 PK0155                         *CURRENT SURVEY CONTROL
 PK0155  ___________________________________________________________________
 PK0155* NAD 83(1986)-  44 08 17.     (N)    083 47 13.     (W)     SCALED    
 PK0155* NAVD 88     -       192.088  (meters)     630.21   (feet)  ADJUSTED  
 PK0155  ___________________________________________________________________
 PK0155  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0155  DYNAMIC HT  -         192.058 (meters)     630.11  (feet)  COMP
 PK0155  MODELED GRAV-     980,459.0   (mgal)                       NAVD 88
 PK0155
 PK0155  VERT ORDER  -  FIRST     CLASS II
 PK0155
 PK0155.The horizontal coordinates were scaled from a topographic map and have
 PK0155.an estimated accuracy of +/- 6 seconds.
 PK0155
 PK0155.The orthometric height was determined by differential leveling
 PK0155.and adjusted by the National Geodetic Survey in June 1991..
 PK0155
 PK0155.The geoid height was determined by GEOID03.
 PK0155
 PK0155.The dynamic height is computed by dividing the NAVD 88
 PK0155.geopotential number by the normal gravity value computed on the
 PK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0155.degrees latitude (g = 980.6199 gals.).
 PK0155
 PK0155.The modeled gravity was interpolated from observed gravity values.
 PK0155
 PK0155;                    North         East    Units  Estimated Accuracy
 PK0155;SPC MI C     -    91,440.    6,046,390.      MT  (+/- 180 meters Scaled)
 PK0155
 PK0155                          SUPERSEDED SURVEY CONTROL
 PK0155
 PK0155.No superseded survey control is available for this station.
 PK0155
 PK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ770909(NAD 83)
 PK0155_MARKER: I = METAL ROD
 PK0155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0155_SP_SET: STAINLESS STEEL ROD
 PK0155_STAMPING: F 305 1983
 PK0155_MARK LOGO: NGS   
 PK0155_PROJECTION: FLUSH
 PK0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0155_ROD/PIPE-DEPTH: 5.48 meters
 PK0155
 PK0155  HISTORY     - Date     Condition        Report By
 PK0155  HISTORY     - 1983     MONUMENTED       NGS
 PK0155  HISTORY     - 20010811 GOOD             USPSQD
 PK0155
 PK0155                          STATION DESCRIPTION
 PK0155
 PK0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0155'4.3 KM (2.7 MI) NE FROM TWINING.
 PK0155'1.6 KM (1.0 MI) EAST ALONG TWINING ROAD FROM THE JUNCTION OF STATE
 PK0155'HIGHWAY 65 IN TWINING, THENCE 2.7 KM (1.7 MI) NORTH ALONG CRAWFORD
 PK0155'ROAD TO THE MARK ON THE RIGHT AT A HOUSE, ALSO 0.5 KM (0.3 MI) SOUTH
 PK0155'ALONG CRAWFORD ROAD FROM THE JUNCTION OF TURNER ROAD IN TURNER,
 PK0155'6.88 METERS (22.6 FT) EAST OF THE APPROXIMATE CENTER OF CRAWFORD ROAD,
 PK0155'20.90 METERS (68.6 FT) WEST OF THE SOUTHWEST CORNER OF A HOUSE,
 PK0155'15.08 METERS (49.5 FT) SOUTH OF THE SOUTHERNMOST ONE OF TWO TREES,
 PK0155'6.0 METERS (19.7 FT) NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY,
 PK0155'AND 1.31 METERS (4.3 FT) NORTHEAST OF A LARGE BOULDER.
 PK0155'THE MARK IS 1.12 METERS  N FROM A WITNESS POST.
 PK0155'THE MARK IS ABOVE LEVEL WITH CRAWFORD ROAD.
 PK0155
 PK0155                          STATION RECOVERY (2001)
 PK0155
 PK0155'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0124 ***********************************************************************
 QJ0124  DESIGNATION -  F 306
 QJ0124  PID         -  QJ0124
 QJ0124  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0124  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0124
 QJ0124                         *CURRENT SURVEY CONTROL
 QJ0124  ___________________________________________________________________
 QJ0124* NAD 83(1986)-  45 18 49.     (N)    083 33 54.     (W)     SCALED    
 QJ0124* NAVD 88     -       181.546  (meters)     595.62   (feet)  ADJUSTED  
 QJ0124  ___________________________________________________________________
 QJ0124  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 QJ0124  DYNAMIC HT  -         181.536 (meters)     595.59  (feet)  COMP
 QJ0124  MODELED GRAV-     980,557.6   (mgal)                       NAVD 88
 QJ0124
 QJ0124  VERT ORDER  -  FIRST     CLASS II
 QJ0124
 QJ0124.The horizontal coordinates were scaled from a topographic map and have
 QJ0124.an estimated accuracy of +/- 6 seconds.
 QJ0124
 QJ0124.The orthometric height was determined by differential leveling
 QJ0124.and adjusted by the National Geodetic Survey in June 1991..
 QJ0124
 QJ0124.The geoid height was determined by GEOID03.
 QJ0124
 QJ0124.The dynamic height is computed by dividing the NAVD 88
 QJ0124.geopotential number by the normal gravity value computed on the
 QJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0124.degrees latitude (g = 980.6199 gals.).
 QJ0124
 QJ0124.The modeled gravity was interpolated from observed gravity values.
 QJ0124
 QJ0124;                    North         East    Units  Estimated Accuracy
 QJ0124;SPC MI C     -   222,210.    6,062,860.      MT  (+/- 180 meters Scaled)
 QJ0124
 QJ0124                          SUPERSEDED SURVEY CONTROL
 QJ0124
 QJ0124.No superseded survey control is available for this station.
 QJ0124
 QJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL989209(NAD 83)
 QJ0124_MARKER: I = METAL ROD
 QJ0124_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0124_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0124_STAMPING: F 306 1983
 QJ0124_MARK LOGO: NGS   
 QJ0124_PROJECTION: RECESSED 6 CENTIMETERS
 QJ0124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0124+STABILITY: POSITION/ELEVATION WELL
 QJ0124_ROD/PIPE-DEPTH: 6.18 meters
 QJ0124_SLEEVE-DEPTH  : 6.09 meters
 QJ0124
 QJ0124  HISTORY     - Date     Condition        Report By
 QJ0124  HISTORY     - 1983     MONUMENTED       NGS
 QJ0124
 QJ0124                          STATION DESCRIPTION
 QJ0124
 QJ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0124'26.3 KM (16.3 MI) SE FROM ROGERS CITY.
 QJ0124'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND U.S. HIGHWAY 23
 QJ0124'BUSINESS FROM THE POST OFFICE IN ROGERS CITY, THENCE 21.4 KM (13.3 MI)
 QJ0124'SOUTHEAST ALONG U.S. HIGHWAY 23, SET IN THE LAWN AT THE GRAND LAKE
 QJ0124'ROADSIDE PARK, 35.81 METERS (117.5 FT) NORTHEAST OF THE CENTERLINE OF
 QJ0124'THE HIGHWAY, 21.15 METERS (69.4 FT) NORTH-NORTHWEST OF A WATER WELL
 QJ0124'WITH A HAND PUMP, 5.36 METERS (17.6 FT) NORTHEAST OF THE NORTHEAST LEG
 QJ0124'OF A BULLETIN BOARD SIGN, AND 6.88 METERS (22.6 FT) SOUTHWEST OF A
 QJ0124'SMALL RED PINE TREE.
 QJ0124'THE MARK IS 1.21 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0220 ***********************************************************************
 PK0220  DESIGNATION -  F 307
 PK0220  PID         -  PK0220
 PK0220  STATE/COUNTY-  MI/ALCONA
 PK0220  USGS QUAD   -  GREENBUSH (1989)
 PK0220
 PK0220                         *CURRENT SURVEY CONTROL
 PK0220  ___________________________________________________________________
 PK0220* NAD 83(1986)-  44 33 52.     (N)    083 19 28.     (W)     SCALED    
 PK0220* NAVD 88     -       185.673  (meters)     609.16   (feet)  ADJUSTED  
 PK0220  ___________________________________________________________________
 PK0220  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 PK0220  DYNAMIC HT  -         185.654 (meters)     609.10  (feet)  COMP
 PK0220  MODELED GRAV-     980,509.4   (mgal)                       NAVD 88
 PK0220
 PK0220  VERT ORDER  -  FIRST     CLASS II
 PK0220
 PK0220.The horizontal coordinates were scaled from a topographic map and have
 PK0220.an estimated accuracy of +/- 6 seconds.
 PK0220
 PK0220.The orthometric height was determined by differential leveling
 PK0220.and adjusted by the National Geodetic Survey in June 1991..
 PK0220
 PK0220.The geoid height was determined by GEOID03.
 PK0220
 PK0220.The dynamic height is computed by dividing the NAVD 88
 PK0220.geopotential number by the normal gravity value computed on the
 PK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0220.degrees latitude (g = 980.6199 gals.).
 PK0220
 PK0220.The modeled gravity was interpolated from observed gravity values.
 PK0220
 PK0220;                    North         East    Units  Estimated Accuracy
 PK0220;SPC MI C     -   139,190.    6,082,790.      MT  (+/- 180 meters Scaled)
 PK0220
 PK0220                          SUPERSEDED SURVEY CONTROL
 PK0220
 PK0220.No superseded survey control is available for this station.
 PK0220
 PK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK154371(NAD 83)
 PK0220_MARKER: I = METAL ROD
 PK0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0220_SP_SET: STAINLESS STEEL ROD
 PK0220_STAMPING: F 307 1983
 PK0220_MARK LOGO: NGS   
 PK0220_PROJECTION: FLUSH
 PK0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0220+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0220_ROD/PIPE-DEPTH: 15.8 meters
 PK0220
 PK0220  HISTORY     - Date     Condition        Report By
 PK0220  HISTORY     - 1983     MONUMENTED       NGS
 PK0220  HISTORY     - 19960512 GOOD             USPSQD
 PK0220  HISTORY     - 20050731 GOOD             USPSQD
 PK0220
 PK0220                          STATION DESCRIPTION
 PK0220
 PK0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0220'5.0 KM (3.1 MI) SW FROM GREENBUSH.
 PK0220'3.5 KM (2.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0220'GREENBUSH, THENCE 0.8 KM (0.5 MI) WEST ALONG HURON CEDAR ROAD, THENCE
 PK0220'0.7 KM (0.45 MI) NORTH ALONG CEDAR LAKE DRIVE TO THE MARK ON THE
 PK0220'RIGHT, 8.99 METERS (29.5 FT) NORTH OF THE CENTERLINE OF CEDAR LAKE
 PK0220'ROAD, 47.61 METERS (156.2 FT) EAST OF THE APPROXIMATE CENTER OF GLEN
 PK0220'HOLLOW ROAD, 4.45 METERS (14.6 FT) SOUTH OF THE BASE OF A GUY WIRE TO
 PK0220'A POWERLINE POLE, 1.28 METERS (4.2 FT) EAST OF A POWERLINE POLE WITH
 PK0220'ONE GUY WIRE.
 PK0220'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 PK0220'THE MARK IS ABOVE LEVEL WITH CEDAR LAKE DRIVE.
 PK0220
 PK0220                          STATION RECOVERY (1996)
 PK0220
 PK0220'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0220'RECOVERED IN GOOD CONDITION.
 PK0220
 PK0220                          STATION RECOVERY (2005)
 PK0220
 PK0220'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0137 ***********************************************************************
 QJ0137  DESIGNATION -  F 308
 QJ0137  PID         -  QJ0137
 QJ0137  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0137  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0137
 QJ0137                         *CURRENT SURVEY CONTROL
 QJ0137  ___________________________________________________________________
 QJ0137* NAD 83(1986)-  45 20 02.     (N)    083 31 50.     (W)     SCALED    
 QJ0137* NAVD 88     -       193.094  (meters)     633.51   (feet)  ADJUSTED  
 QJ0137  ___________________________________________________________________
 QJ0137  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0137  DYNAMIC HT  -         193.084 (meters)     633.48  (feet)  COMP
 QJ0137  MODELED GRAV-     980,559.7   (mgal)                       NAVD 88
 QJ0137
 QJ0137  VERT ORDER  -  FIRST     CLASS II
 QJ0137
 QJ0137.The horizontal coordinates were scaled from a topographic map and have
 QJ0137.an estimated accuracy of +/- 6 seconds.
 QJ0137
 QJ0137.The orthometric height was determined by differential leveling
 QJ0137.and adjusted by the National Geodetic Survey in June 1991..
 QJ0137
 QJ0137.The geoid height was determined by GEOID03.
 QJ0137
 QJ0137.The dynamic height is computed by dividing the NAVD 88
 QJ0137.geopotential number by the normal gravity value computed on the
 QJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0137.degrees latitude (g = 980.6199 gals.).
 QJ0137
 QJ0137.The modeled gravity was interpolated from observed gravity values.
 QJ0137
 QJ0137;                    North         East    Units  Estimated Accuracy
 QJ0137;SPC MI C     -   224,490.    6,065,540.      MT  (+/- 180 meters Scaled)
 QJ0137
 QJ0137                          SUPERSEDED SURVEY CONTROL
 QJ0137
 QJ0137.No superseded survey control is available for this station.
 QJ0137
 QJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL017231(NAD 83)
 QJ0137_MARKER: I = METAL ROD
 QJ0137_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0137+WITH SETTING: INFORMATION.
 QJ0137_SP_SET: SHALLOW SET METAL ROD
 QJ0137_STAMPING: F 308 1983
 QJ0137_MARK LOGO: NGS   
 QJ0137_PROJECTION: FLUSH
 QJ0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0137+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 QJ0137_ROD/PIPE-DEPTH: 2.22 meters
 QJ0137
 QJ0137  HISTORY     - Date     Condition        Report By
 QJ0137  HISTORY     - 1983     MONUMENTED       NGS
 QJ0137  HISTORY     - 20040808 GOOD             USPSQD
 QJ0137
 QJ0137                          STATION DESCRIPTION
 QJ0137
 QJ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0137'27.6 KM (17.2 MI) ESE FROM ROGERS CITY.
 QJ0137'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0137'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0137'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.5 KM (2.2 MI) EAST ALONG
 QJ0137'COUNTY ROAD E 368, AT THE JUNCTION OF HIGHLAND PINES ROAD LEADING
 QJ0137'SOUTHEAST, 14.02 METERS (46.0 FT) SOUTHEAST OF THE CENTERLINE OF
 QJ0137'COUNTY ROAD E 638, 12.34 METERS (40.5 FT) NORTH-NORTHEAST OF THE
 QJ0137'CENTERLINE OF HIGHLAND PINES ROAD, 2.87 METERS (6.8 FT) SOUTHWEST OF A
 QJ0137'10-INCH DIAMETER PINE TREE WITH HIGHWAY SIGNS ATTACHED, 2.74 METERS
 QJ0137'(9.0 FT) NORTH OF AN EXTENDED CENTERLINE OF COUNTY ROAD E 638,
 QJ0137'1.28 METERS (4.2 FT) EAST OF THE CENTER OF A TWO POST SIGN (SPENCER
 QJ0137'AND ASSOC. REAL ESTATE), AND 13.65 METERS (44.8 FT) WEST OF A FLAGPOLE
 QJ0137'WITH A PRESQUE ISLE HARBOR SIGN ATTACHED.  NOTE, THE ROD WAS DRIVEN TO
 QJ0137'REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0137'THE MARK IS 0.36 METERS  N FROM A WITNESS POST.
 QJ0137'THE MARK IS 0.76 M BELOW COUNTY ROAD E 638.
 QJ0137
 QJ0137                          STATION RECOVERY (2004)
 QJ0137
 QJ0137'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0137'THERE ARE NOW MANY SIGNS ON THE TWO POST SIGN.  PREDOMINATE ONE IS
 QJ0137'WELCOME - PRESQUE ISLE AREA COMMERCE COMMITTEES, THE ONE ON THE BOTTOM
 QJ0137'OF THE LIST IS SPENCER REAL ESTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI9610 ***********************************************************************
 AI9610  DESIGNATION -  F 309 RESET
 AI9610  PID         -  AI9610
 AI9610  STATE/COUNTY-  MI/ALCONA
 AI9610  USGS QUAD   -  BLACK RIVER (1971)
 AI9610
 AI9610                         *CURRENT SURVEY CONTROL
 AI9610  ___________________________________________________________________
 AI9610* NAD 83(1986)-  44 49 32.     (N)    083 22 07.     (W)     SCALED    
 AI9610* NAVD 88     -       227.46   (meters)     746.3    (feet)  RESET     
 AI9610  ___________________________________________________________________
 AI9610  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 AI9610
 AI9610  VERT ORDER  -  THIRD
 AI9610
 AI9610.The horizontal coordinates were scaled from a topographic map and have
 AI9610.an estimated accuracy of +/- 6 seconds.
 AI9610
 AI9610.The orthometric height was computed from unverified reset data.
 AI9610.No vertical observational check was made to the station.
 AI9610
 AI9610.The geoid height was determined by GEOID03.
 AI9610
 AI9610;                    North         East    Units  Estimated Accuracy
 AI9610;SPC MI C     -   168,150.    6,078,920.      MT  (+/- 180 meters Scaled)
 AI9610
 AI9610                          SUPERSEDED SURVEY CONTROL
 AI9610
 AI9610.No superseded survey control is available for this station.
 AI9610
 AI9610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK127663(NAD 83)
 AI9610_MARKER: DV = VERTICAL CONTROL DISK
 AI9610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9610_STAMPING: F 309 RESET 2000
 AI9610_MARK LOGO: NGS   
 AI9610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9610+STABILITY: SURFACE MOTION
 AI9610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9610+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9610
 AI9610  HISTORY     - Date     Condition        Report By
 AI9610  HISTORY     - 2000     MONUMENTED       MIDT
 AI9610  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 AI9610
 AI9610                          STATION DESCRIPTION
 AI9610
 AI9610'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (JPC)
 AI9610'DESCRIBED BY MDOT SURVEYS, RESET IN 2000.  STATION IS 11.1 KM (6.90
 AI9610'MI) SOUTH FROM OSSINEKE.  IT IS LOCATED IN ALCONA TOWNSHIP, ALCONA
 AI9610'COUNTY, ON BLACK RIVER QUADRANGLE MAP, AND ON STATE HWY RIGHT OF WAY.
 AI9610'TO REACH FROM THE POST OFFICE IN OSSINEKE, SO SOUTH ON US HWY 23 FOR
 AI9610'11.1 KM (6.90 MI) TO MARK ON RIGHT.  THE STATION IS AND NGS BENCH MARK
 AI9610'DISK STAMPED F 309 RESET 2000.  IT IS SET FLUSH IN THE TOP OF A
 AI9610'CONCRETE POURED IN PLACE MONUMENT, 23.3 M (76.4 FT) WEST FROM THE
 AI9610'EXISTING CENTERLINE OF US HWY 23, 9.2 M (30.2 FT) SOUTHEAST FROM A
 AI9610'POWER POLE AND 0.8 M (2.6 FT) WEST FROM A NGS CARSONITE WITNESS POST.
 AI9610'DESCRIBED BY JOSEPH P.  CURTIS, MDOT.
 AI9610
 AI9610                          STATION RECOVERY (2005)
 AI9610
 AI9610'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 AI9610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0352 ***********************************************************************
 OJ0352  DESIGNATION -  F 31
 OJ0352  PID         -  OJ0352
 OJ0352  STATE/COUNTY-  MI/TUSCOLA
 OJ0352  USGS QUAD   -  VASSAR (1973)
 OJ0352
 OJ0352                         *CURRENT SURVEY CONTROL
 OJ0352  ___________________________________________________________________
 OJ0352* NAD 83(1986)-  43 19 21.     (N)    083 33 00.     (W)     SCALED    
 OJ0352* NAVD 88     -       206.488  (meters)     677.45   (feet)  ADJUSTED  
 OJ0352  ___________________________________________________________________
 OJ0352  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OJ0352  DYNAMIC HT  -         206.443 (meters)     677.31  (feet)  COMP
 OJ0352  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 OJ0352
 OJ0352  VERT ORDER  -  FIRST     CLASS II
 OJ0352
 OJ0352.The horizontal coordinates were scaled from a topographic map and have
 OJ0352.an estimated accuracy of +/- 6 seconds.
 OJ0352
 OJ0352.The orthometric height was determined by differential leveling
 OJ0352.and adjusted by the National Geodetic Survey in June 1991..
 OJ0352
 OJ0352.The geoid height was determined by GEOID03.
 OJ0352
 OJ0352.The dynamic height is computed by dividing the NAVD 88
 OJ0352.geopotential number by the normal gravity value computed on the
 OJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0352.degrees latitude (g = 980.6199 gals.).
 OJ0352
 OJ0352.The modeled gravity was interpolated from observed gravity values.
 OJ0352
 OJ0352;                    North         East    Units  Estimated Accuracy
 OJ0352;SPC MI S     -   202,760.    4,066,240.      MT  (+/- 180 meters Scaled)
 OJ0352
 OJ0352                          SUPERSEDED SURVEY CONTROL
 OJ0352
 OJ0352  NGVD 29 (??/??/92)  206.645  (m)          677.97   (f) ADJ UNCH    1 2
 OJ0352
 OJ0352.Superseded values are not recommended for survey control.
 OJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0352.See file dsdata.txt to determine how the superseded data were derived.
 OJ0352
 OJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH932997(NAD 83)
 OJ0352_MARKER: DB = BENCH MARK DISK
 OJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0352_STAMPING: 677.968 F 31 1930
 OJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0352+STABILITY: SURFACE MOTION
 OJ0352
 OJ0352  HISTORY     - Date     Condition        Report By
 OJ0352  HISTORY     - 1930     MONUMENTED       CGS
 OJ0352  HISTORY     - 1934     GOOD             NGS
 OJ0352  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0352
 OJ0352                          STATION DESCRIPTION
 OJ0352
 OJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0352'3.3 MI S FROM VASSAR.
 OJ0352'3.3 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0352'STATION AT VASSAR, TUSCOLA COUNTY, 40 RAILS SOUTH OF MILEPOST
 OJ0352'D 83, 12 RAILS SOUTH OF THE SWITCH FOR A TRACK LEADING NORTH
 OJ0352'INTO A SAND PIT, AT A ROAD CROSSING, 76 FEET NORTH OF THE
 OJ0352'CENTERLINE OF ROAD, AND 45.3 FEET WEST OF THE WEST RAIL.  A
 OJ0352'STANDARD DISK, STAMPED 677.968 F 31 1930 AND SET IN THE TOP OF
 OJ0352'A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0352
 OJ0352                          STATION RECOVERY (1999)
 OJ0352
 OJ0352'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0108 ***********************************************************************
 QJ0108  DESIGNATION -  F 310
 QJ0108  PID         -  QJ0108
 QJ0108  STATE/COUNTY-  MI/ALPENA
 QJ0108  USGS QUAD   -  ALPENA (1971)
 QJ0108
 QJ0108                         *CURRENT SURVEY CONTROL
 QJ0108  ___________________________________________________________________
 QJ0108* NAD 83(1994)-  45 06 13.96486(N)    083 27 11.47228(W)     ADJUSTED  
 QJ0108* NAVD 88     -       196.794  (meters)     645.65   (feet)  ADJUSTED  
 QJ0108  ___________________________________________________________________
 QJ0108  X           -     514,154.321 (meters)                     COMP
 QJ0108  Y           -  -4,480,126.953 (meters)                     COMP
 QJ0108  Z           -   4,495,617.624 (meters)                     COMP
 QJ0108  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 QJ0108  ELLIP HEIGHT-         160.24  (meters)          (07/12/02) GPS OBS
 QJ0108  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 QJ0108  DYNAMIC HT  -         196.781 (meters)     645.61  (feet)  COMP
 QJ0108  MODELED GRAV-     980,543.9   (mgal)                       NAVD 88
 QJ0108
 QJ0108  HORZ ORDER  -  FIRST
 QJ0108  VERT ORDER  -  FIRST     CLASS II
 QJ0108  ELLP ORDER  -  FOURTH    CLASS I
 QJ0108
 QJ0108.The horizontal coordinates were established by GPS observations
 QJ0108.and adjusted by the National Geodetic Survey in February 1997..
 QJ0108
 QJ0108.The orthometric height was determined by differential leveling
 QJ0108.and adjusted by the National Geodetic Survey in June 1991..
 QJ0108
 QJ0108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0108
 QJ0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0108
 QJ0108.The ellipsoidal height was determined by GPS observations
 QJ0108.and is referenced to NAD 83.
 QJ0108
 QJ0108.The geoid height was determined by GEOID03.
 QJ0108
 QJ0108.The dynamic height is computed by dividing the NAVD 88
 QJ0108.geopotential number by the normal gravity value computed on the
 QJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0108.degrees latitude (g = 980.6199 gals.).
 QJ0108
 QJ0108.The modeled gravity was interpolated from observed gravity values.
 QJ0108
 QJ0108;                    North         East     Units Scale Factor Converg.
 QJ0108;SPC MI C     -   199,000.063 6,071,887.222   MT  0.99991662   +0 38 43.0
 QJ0108;SPC MI C     -   652,887.35 19,920,889.84   iFT  0.99991662   +0 38 43.0
 QJ0108;UTM  17      - 4,997,417.929   307,001.181   MT  1.00005803   -1 44 18.0
 QJ0108
 QJ0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0108!SPC MI C     -   0.99997488  x   0.99991662  =   0.99989150
 QJ0108!UTM  17      -   0.99997488  x   1.00005803  =   1.00003291
 QJ0108
 QJ0108                          SUPERSEDED SURVEY CONTROL
 QJ0108
 QJ0108  ELLIP H (02/03/97)  160.22   (m)                       GP(       ) 4 1
 QJ0108  NAD 83(1986)-  45 06 13.95637(N)    083 27 11.47390(W) AD(       ) 1
 QJ0108  NAVD 88 (09/29/94)  196.79   (m)          645.6    (f) LEVELING    3  
 QJ0108
 QJ0108.Superseded values are not recommended for survey control.
 QJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0108.See file dsdata.txt to determine how the superseded data were derived.
 QJ0108
 QJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0700197418(NAD 83)
 QJ0108_MARKER: DB = BENCH MARK DISK
 QJ0108_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0108_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 QJ0108_STAMPING: F 310 1983
 QJ0108_MARK LOGO: NGS   
 QJ0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0108+STABILITY: POSITION/ELEVATION WELL
 QJ0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0108+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1992
 QJ0108
 QJ0108  HISTORY     - Date     Condition        Report By
 QJ0108  HISTORY     - 1983     MONUMENTED       NGS
 QJ0108  HISTORY     - 19920602 GOOD             MIDT
 QJ0108
 QJ0108                          STATION DESCRIPTION
 QJ0108
 QJ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0108'4.3 KM (2.7 MI) NORTH FROM ALPENA.
 QJ0108'4.3 KM (2.7 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0108'ALPENA TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FROM THE GENERAL
 QJ0108'TELEPHONE COMPANY BUILDING (GTE), 14.69 METERS (48.2 FT) EAST OF THE
 QJ0108'CENTERLINE OF THE HIGHWAY, 34.26 METERS (112.4 FT) SOUTH OF A
 QJ0108'POWERLINE POLE WITH ONE GUY WIRE, 25.42 METERS (83.4 FT) NORTH OF A
 QJ0108'POWERLINE POLE, AND 14.02 METERS (46.0 FT) NORTHEAST OF A LARGE METAL
 QJ0108'LIGHT POLE.
 QJ0108'THE MARK IS 0.61 M BELOW HIGHWAY.
 QJ0108
 QJ0108                          STATION RECOVERY (1992)
 QJ0108
 QJ0108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0108'STATION IS LOCATED IN QUAD 450832 AND ON THE ALPENA QUADRANGLE MAP. IT
 QJ0108'IS IN THE NORTHEAST 1/4 OF SECTION 9, T-31-N, R-8-E, ALPENA TOWNSHIP.
 QJ0108'ABOUT 16.5 MILES (26.6 KM) SOUTHEAST OF POSEN, ABOUT 6.6 MILES (10.6
 QJ0108'KM) SOUTH OF LAKEWOOD, ABOUT 3.5 MILES (5.6 KM) NORTH OF ALPENA, AND
 QJ0108'ON UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH FROM THE
 QJ0108'INTERSECTION OF UNITED STATES HIGHWAY 23 AND THE DETROIT AND MACKINAW
 QJ0108'RAILROAD CROSSING ON THE NORTH SIDE OF ALPENA, GO NORTH ON U.S.
 QJ0108'HIGHWAY 23 FOR 0.53 MILES (0.85 KM) TO STATION ON RIGHT. STATION IS
 QJ0108'FLUSH WITH THE GROUND SURFACE.  IT IS 112.4 FT (34.3 M) SOUTH OF A
 QJ0108'UTILITY POLE, 83.4 FT (25.4 M) NORTH OF A UTILITY POLE, 48.2 FT (14.7
 QJ0108'M) EAST OF THE CENTER OF U.S. HIGHWAY 23, AND 46.0 FT (14.0 M)
 QJ0108'NORTHEAST OF METAL LIGHT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0450 ***********************************************************************
 QK0450  DESIGNATION -  F 311
 QK0450  PID         -  QK0450
 QK0450  STATE/COUNTY-  MI/EMMET
 QK0450  USGS QUAD   -  
 QK0450
 QK0450                         *CURRENT SURVEY CONTROL
 QK0450  ___________________________________________________________________
 QK0450* NAD 83(1994)-  45 21 31.03346(N)    085 02 07.35177(W)     ADJUSTED  
 QK0450* NAVD 88     -       198.338  (meters)     650.71   (feet)  ADJUSTED  
 QK0450  ___________________________________________________________________
 QK0450  X           -     388,518.697 (meters)                     COMP
 QK0450  Y           -  -4,472,592.577 (meters)                     COMP
 QK0450  Z           -   4,515,558.128 (meters)                     COMP
 QK0450  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 QK0450  ELLIP HEIGHT-         163.16  (meters)          (07/17/02) GPS OBS
 QK0450  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0450  DYNAMIC HT  -         198.330 (meters)     650.69  (feet)  COMP
 QK0450  MODELED GRAV-     980,572.3   (mgal)                       NAVD 88
 QK0450
 QK0450  HORZ ORDER  -  FIRST
 QK0450  VERT ORDER  -  FIRST     CLASS II
 QK0450  ELLP ORDER  -  FOURTH    CLASS I
 QK0450
 QK0450.The horizontal coordinates were established by GPS observations
 QK0450.and adjusted by the National Geodetic Survey in February 1997..
 QK0450
 QK0450.The orthometric height was determined by differential leveling
 QK0450.and adjusted by the National Geodetic Survey in June 1991..
 QK0450
 QK0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0450
 QK0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0450
 QK0450.The ellipsoidal height was determined by GPS observations
 QK0450.and is referenced to NAD 83.
 QK0450
 QK0450.The geoid height was determined by GEOID03.
 QK0450
 QK0450.The dynamic height is computed by dividing the NAVD 88
 QK0450.geopotential number by the normal gravity value computed on the
 QK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0450.degrees latitude (g = 980.6199 gals.).
 QK0450
 QK0450.The modeled gravity was interpolated from observed gravity values.
 QK0450
 QK0450;                    North         East     Units Scale Factor Converg.
 QK0450;SPC MI C     -   227,120.133 5,947,608.162   MT  0.99993894   -0 28 20.6
 QK0450;SPC MI C     -   745,144.79 19,513,150.14   iFT  0.99993894   -0 28 20.6
 QK0450;UTM  16      - 5,024,667.257   653,873.162   MT  0.99989112   +1 23 53.3
 QK0450
 QK0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0450!SPC MI C     -   0.99997442  x   0.99993894  =   0.99991336
 QK0450!UTM  16      -   0.99997442  x   0.99989112  =   0.99986554
 QK0450
 QK0450                          SUPERSEDED SURVEY CONTROL
 QK0450
 QK0450  NAD 83(1986)-  45 21 31.02917(N)    085 02 07.35885(W) AD(       ) 1
 QK0450  NAD 83(1986)-  45 21 31.01890(N)    085 02 07.34460(W) AD(       ) 3
 QK0450  NAVD 88 (09/30/91)  198.34   (m)          650.7    (f) LEVELING    3  
 QK0450  NGVD 29 (03/27/91)  198.42   (m)          651.0    (f) LEVELING    3  
 QK0450
 QK0450.Superseded values are not recommended for survey control.
 QK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0450.See file dsdata.txt to determine how the superseded data were derived.
 QK0450
 QK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5387324667(NAD 83)
 QK0450_MARKER: DB = BENCH MARK DISK
 QK0450_SETTING: 66 = SET IN ROCK OUTCROP
 QK0450_SP_SET: IN A DRILL HOLE IN BEDROCK
 QK0450_STAMPING: F 311 1984
 QK0450_MARK LOGO: NGS   
 QK0450_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0450+STABILITY: POSITION/ELEVATION WELL
 QK0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0450+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1993
 QK0450
 QK0450  HISTORY     - Date     Condition        Report By
 QK0450  HISTORY     - 1984     MONUMENTED       NGS
 QK0450  HISTORY     - 19890403 GOOD             NGS
 QK0450  HISTORY     - 19910708 GOOD             NGS
 QK0450  HISTORY     - 19930622 GOOD             NOS
 QK0450  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 QK0450  HISTORY     - 20041209 MARK NOT FOUND   ROWEIN
 QK0450
 QK0450                          STATION DESCRIPTION
 QK0450
 QK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0450'5.6 KM (3.5 MI) SW FROM PETOSKEY.
 QK0450'THE MARK IS 0.8 M BELOW CENTERLINE OF HIGHWAY.
 QK0450'5.6 KM (3.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0450'U.S. HIGHWAY 131 IN PETOSKEY, 0.2 KM (0.1 MI) EAST OF A PAVED ROAD
 QK0450'LEADING SOUTH (TOWNSEND ROAD), SET ONE FOOT NORTHEAST FROM THE EDGE OF
 QK0450'A THREE BY THREE OUTCROP FLUSH WITH THE GROUND, 18.8 METERS (61.7 FT)
 QK0450'NORTH OF THE CENTERLINE OF THE HIGHWAY, 19.4 METERS (63.8 FT) SOUTH OF
 QK0450'THE SOUTH RAIL OF THE RAILROAD, 10.9 METERS (36.0 FT) WEST OF THE
 QK0450'CENTER OF A GRAVEL ROAD LEADING NORTH, AND 10.7 METERS (35.3 FT) EAST
 QK0450'OF A POWERLINE POLE.
 QK0450'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QK0450
 QK0450                          STATION RECOVERY (1989)
 QK0450
 QK0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0450'THE STATION IS LOCATED ABOUT 18.5 KM (11.50 MI) NORTHEAST OF
 QK0450'CHARLEVOIX, 16.7 KM (10.40 MI) NORTH-NORTHWEST OF BOYNE CITY AND 5.5
 QK0450'KM (3.40 MI) WEST OF PETOSKEY.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 QK0450'TRANSPORTATION.
 QK0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0450'SOUTHWEST PETOSKEY, GO WESTERLY ON HIGHWAY 31 FOR 5.46 KM (3.40 MI) TO
 QK0450'THE STATION ON THE RIGHT, 0.19 KM (0.10 MI) EAST OF THE JUNCTION OF
 QK0450'TOWNSEND ROAD.
 QK0450'THE STATION IS A STANDARD NGS DISK SET IN A DRILL HOLE IN THE
 QK0450'SOUTHWEST 1/4 OF A 1X1 METER EXPOSED AREA OF BEDROCK.  LOCATED 19.4 M
 QK0450'(63.6 FT) SOUTH OF THE NEAR RAIL, 18.8 M (61.7 FT) NORTH OF THE
 QK0450'CENTERLINE OF HIGHWAY 31, 10.9 M (35.8 FT) WEST OF THE CENTER OF A
 QK0450'GRAVEL ENTRANCE ROAD, 10.7 M (35.1 FT) EAST OF UTILITY POLE NUMBER PY2
 QK0450'168 15 AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 QK0450'DESCRIBED BY E.J. HANSMANN.
 QK0450
 QK0450                          STATION RECOVERY (1991)
 QK0450
 QK0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0450'THE STATION IS LOCATED ABOUT 18.5 KM (11.5 MI) NORTHEAST OF
 QK0450'CHARLEVOIX, 16.7 KM (10.4 MI) NORTH-NORTHWEST OF BOYNE CITY AND 5.5
 QK0450'KM (3.4 MI) WEST OF PETOSKEY.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 QK0450'TRANSPORTATION.
 QK0450'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 IN
 QK0450'SOUTHWEST PETOSKEY, GO WESTERLY ON HIGHWAY 31 FOR 5.46 KM (3.39 MI)
 QK0450'TO THE STATION ON THE RIGHT, 0.19 KM (0.12 MI) EAST OF THE JUNCTION OF
 QK0450'TOWNSEND ROAD.
 QK0450'DISK IS SET IN THE SOUTHWEST 1/4 OF A 1X1 METER EXPOSED AREA OF
 QK0450'BEDROCK. LOCATED 18.8 M (61.7 FT) NORTH OF THE CENTER OF HIGHWAY 31,
 QK0450'10.9 M (35.8 FT) WEST OF THE CENTER OF A GRAVEL ENTRANCE ROAD, 10.7 M
 QK0450'(35.1 FT) EAST OF UTILITY POLE NUMBER PY2 168 15 AND 0.3 M (1.0 FT)
 QK0450'SOUTH OF A CARSONITE WITNESS POST.
 QK0450
 QK0450                          STATION RECOVERY (1993)
 QK0450
 QK0450'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0450'RECOVERED IN GOOD CONDITION.
 QK0450
 QK0450                          STATION RECOVERY (1996)
 QK0450
 QK0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0450'MARK NOT FOUND.
 QK0450
 QK0450                          STATION RECOVERY (2004)
 QK0450
 QK0450'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0450'NEW CONSTRUCTION IN AREA OF MARK LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0481 ***********************************************************************
 QK0481  DESIGNATION -  F 312
 QK0481  PID         -  QK0481
 QK0481  STATE/COUNTY-  MI/ANTRIM
 QK0481  USGS QUAD   -  
 QK0481
 QK0481                         *CURRENT SURVEY CONTROL
 QK0481  ___________________________________________________________________
 QK0481* NAD 83(1986)-  45 10 10.     (N)    085 20 39.     (W)     SCALED    
 QK0481* NAVD 88     -       248.097  (meters)     813.96   (feet)  ADJUSTED  
 QK0481  ___________________________________________________________________
 QK0481  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 QK0481  DYNAMIC HT  -         248.093 (meters)     813.95  (feet)  COMP
 QK0481  MODELED GRAV-     980,594.7   (mgal)                       NAVD 88
 QK0481
 QK0481  VERT ORDER  -  FIRST     CLASS II
 QK0481
 QK0481.The horizontal coordinates were scaled from a topographic map and have
 QK0481.an estimated accuracy of +/- 6 seconds.
 QK0481
 QK0481.The orthometric height was determined by differential leveling
 QK0481.and adjusted by the National Geodetic Survey in June 1991..
 QK0481
 QK0481.The geoid height was determined by GEOID03.
 QK0481
 QK0481.The dynamic height is computed by dividing the NAVD 88
 QK0481.geopotential number by the normal gravity value computed on the
 QK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0481.degrees latitude (g = 980.6199 gals.).
 QK0481
 QK0481.The modeled gravity was interpolated from observed gravity values.
 QK0481
 QK0481;                    North         East    Units  Estimated Accuracy
 QK0481;SPC MI C     -   206,340.    5,923,160.      MT  (+/- 180 meters Scaled)
 QK0481
 QK0481                          SUPERSEDED SURVEY CONTROL
 QK0481
 QK0481.No superseded survey control is available for this station.
 QK0481
 QK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR301031(NAD 83)
 QK0481_MARKER: I = METAL ROD
 QK0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0481_SP_SET: STAINLESS STEEL ROD
 QK0481_STAMPING: F 312 1984
 QK0481_MARK LOGO: NGS   
 QK0481_PROJECTION: FLUSH
 QK0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0481_ROD/PIPE-DEPTH: 4.70 meters
 QK0481
 QK0481  HISTORY     - Date     Condition        Report By
 QK0481  HISTORY     - 1984     MONUMENTED       NGS
 QK0481  HISTORY     - 19950528 GOOD             USPSQD
 QK0481  HISTORY     - 19991118 GOOD             USPSQD
 QK0481  HISTORY     - 20040530 GOOD             USPSQD
 QK0481
 QK0481                          STATION DESCRIPTION
 QK0481
 QK0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0481'19.6 KM (12.3 MI) SOUTH FROM CHARLEVOIX.
 QK0481'19.6 KM (12.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0481'IN CHARLEVOIX, 0.24 KM (0.15 MI) SOUTH OF ANTRIM DELLS ROAD LEADING
 QK0481'WEST, 22.8 METERS (75.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QK0481'19.0 METERS (62.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 QK0481'11.4 METERS (37.5 FT) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY,
 QK0481'7.6 METERS (25.0 FT) SOUTH OF A 48-INCH POPLAR TREE AND 0.7 METER
 QK0481'(2.4 FT) EAST OF POWERLINE POLE NUMBER EPI 77A.
 QK0481'THE MARK IS 1.00 METERS  E FROM A WITNESS POST.
 QK0481'THE MARK IS 1.80 M BELOW HIGHWAY.
 QK0481
 QK0481                          STATION RECOVERY (1995)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0481'RECOVERED IN GOOD CONDITION.
 QK0481
 QK0481                          STATION RECOVERY (1999)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0481'RECOVERED IN GOOD CONDITION.
 QK0481
 QK0481                          STATION RECOVERY (2004)
 QK0481
 QK0481'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0365 ***********************************************************************
 PL0365  DESIGNATION -  F 313
 PL0365  PID         -  PL0365
 PL0365  STATE/COUNTY-  MI/ANTRIM
 PL0365  USGS QUAD   -  
 PL0365
 PL0365                         *CURRENT SURVEY CONTROL
 PL0365  ___________________________________________________________________
 PL0365* NAD 83(1986)-  44 53 46.     (N)    085 24 34.     (W)     SCALED    
 PL0365* NAVD 88     -       180.470  (meters)     592.09   (feet)  ADJUSTED  
 PL0365  ___________________________________________________________________
 PL0365  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PL0365  DYNAMIC HT  -         180.462 (meters)     592.07  (feet)  COMP
 PL0365  MODELED GRAV-     980,568.6   (mgal)                       NAVD 88
 PL0365
 PL0365  VERT ORDER  -  FIRST     CLASS II
 PL0365
 PL0365.The horizontal coordinates were scaled from a topographic map and have
 PL0365.an estimated accuracy of +/- 6 seconds.
 PL0365
 PL0365.The orthometric height was determined by differential leveling
 PL0365.and adjusted by the National Geodetic Survey in June 1991..
 PL0365
 PL0365.The geoid height was determined by GEOID03.
 PL0365
 PL0365.The dynamic height is computed by dividing the NAVD 88
 PL0365.geopotential number by the normal gravity value computed on the
 PL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0365.degrees latitude (g = 980.6199 gals.).
 PL0365
 PL0365.The modeled gravity was interpolated from observed gravity values.
 PL0365
 PL0365;                    North         East    Units  Estimated Accuracy
 PL0365;SPC MI C     -   176,040.    5,917,640.      MT  (+/- 180 meters Scaled)
 PL0365
 PL0365                          SUPERSEDED SURVEY CONTROL
 PL0365
 PL0365.No superseded survey control is available for this station.
 PL0365
 PL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ255726(NAD 83)
 PL0365_MARKER: I = METAL ROD
 PL0365_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0365_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PL0365_STAMPING: F 313 1984
 PL0365_MARK LOGO: NGS   
 PL0365_PROJECTION: RECESSED 4 CENTIMETERS
 PL0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0365+STABILITY: POSITION/ELEVATION WELL
 PL0365_ROD/PIPE-DEPTH: 13.4 meters
 PL0365_SLEEVE-DEPTH  : 3.0 meters
 PL0365
 PL0365  HISTORY     - Date     Condition        Report By
 PL0365  HISTORY     - 1984     MONUMENTED       NGS
 PL0365  HISTORY     - 19950528 GOOD             USPSQD
 PL0365  HISTORY     - 20010801 GOOD             NGS
 PL0365  HISTORY     - 20030301 GOOD             USPSQD
 PL0365
 PL0365                          STATION DESCRIPTION
 PL0365
 PL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0365'0.3 KM (0.2 MI) SW FROM ELK RAPIDS.
 PL0365'0.3 KM (0.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0365'RIVER STREET IN ELK RAPIDS, AT THE CHAMBER OF COMMERCE BUILDING EAST,
 PL0365'31.1 METERS (102.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0365'5.3 METERS (17.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHAMBER
 PL0365'OF COMMERCE BUILDING, 3.3 METERS (11.0 FT) NORTH OF A LARGE ORNAMENT
 PL0365'SWAN, AND 4.8 METERS (16.0 FT) EAST OF THE EAST EDGE OF THE PARKING
 PL0365'AREA.
 PL0365'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0365
 PL0365                          STATION RECOVERY (1995)
 PL0365
 PL0365'RECOVERY NOTE BY US POWER SQUADRON 1995
 PL0365'RECOVERED IN GOOD CONDITION.
 PL0365
 PL0365                          STATION RECOVERY (2001)
 PL0365
 PL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0365'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0365
 PL0365                          STATION RECOVERY (2003)
 PL0365
 PL0365'RECOVERY NOTE BY US POWER SQUADRON 2003 (BFV)
 PL0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0401 ***********************************************************************
 PL0401  DESIGNATION -  F 314
 PL0401  PID         -  PL0401
 PL0401  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0401  USGS QUAD   -  
 PL0401
 PL0401                         *CURRENT SURVEY CONTROL
 PL0401  ___________________________________________________________________
 PL0401* NAD 83(1986)-  44 39 30.     (N)    085 45 08.     (W)     SCALED    
 PL0401* NAVD 88     -       257.844  (meters)     845.94   (feet)  ADJUSTED  
 PL0401  ___________________________________________________________________
 PL0401  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 PL0401  DYNAMIC HT  -         257.817 (meters)     845.85  (feet)  COMP
 PL0401  MODELED GRAV-     980,508.1   (mgal)                       NAVD 88
 PL0401
 PL0401  VERT ORDER  -  FIRST     CLASS II
 PL0401
 PL0401.The horizontal coordinates were scaled from a topographic map and have
 PL0401.an estimated accuracy of +/- 6 seconds.
 PL0401
 PL0401.The orthometric height was determined by differential leveling
 PL0401.and adjusted by the National Geodetic Survey in June 1991..
 PL0401
 PL0401.The geoid height was determined by GEOID03.
 PL0401
 PL0401.The dynamic height is computed by dividing the NAVD 88
 PL0401.geopotential number by the normal gravity value computed on the
 PL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0401.degrees latitude (g = 980.6199 gals.).
 PL0401
 PL0401.The modeled gravity was interpolated from observed gravity values.
 PL0401
 PL0401;                    North         East    Units  Estimated Accuracy
 PL0401;SPC MI C     -   150,030.    5,890,120.      MT  (+/- 180 meters Scaled)
 PL0401
 PL0401                          SUPERSEDED SURVEY CONTROL
 PL0401
 PL0401.No superseded survey control is available for this station.
 PL0401
 PL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ989457(NAD 83)
 PL0401_MARKER: I = METAL ROD
 PL0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0401_SP_SET: STAINLESS STEEL ROD
 PL0401_STAMPING: F 314 1984
 PL0401_MARK LOGO: NGS   
 PL0401_PROJECTION: FLUSH
 PL0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0401_ROD/PIPE-DEPTH: 21.9 meters
 PL0401
 PL0401  HISTORY     - Date     Condition        Report By
 PL0401  HISTORY     - 1984     MONUMENTED       NGS
 PL0401  HISTORY     - 19971029 GOOD             USPSQD
 PL0401
 PL0401                          STATION DESCRIPTION
 PL0401
 PL0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0401'3.0 KM (1.9 MI) EAST FROM INTERLOCHEN.
 PL0401'1.76 KM (1.1 MI) NORTH ALONG STATE HIGHWAY M 137 FROM THE POST OFFICE
 PL0401'AT INTERLOCHEN, THENCE 1.28 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 31,
 PL0401'15.0 METERS (49.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0401'91.4 METERS (300.0 FT) WEST OF THE WEST END OF THE HIGHWAY 31 CONCRETE
 PL0401'BRIDGE, 14.9 METERS (49.0 FT) SOUTHEAST OF THE SOUTHEAST END OF A 24
 PL0401'BY 24 FEET CONCRETE SLAB, AND 10.8 METERS (35.5 FT) EAST OF THE
 PL0401'CENTERLINE OF THE EAST ONE OF TWO GRAVEL DRIVES LEADING NORTH.
 PL0401'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 PL0401'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0401
 PL0401                          STATION RECOVERY (1997)
 PL0401
 PL0401'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0294 ***********************************************************************
 OL0294  DESIGNATION -  F 315
 OL0294  PID         -  OL0294
 OL0294  STATE/COUNTY-  MI/MASON
 OL0294  USGS QUAD   -  
 OL0294
 OL0294                         *CURRENT SURVEY CONTROL
 OL0294  ___________________________________________________________________
 OL0294* NAD 83(1986)-  43 57 20.     (N)    086 21 34.     (W)     SCALED    
 OL0294* NAVD 88     -       200.065  (meters)     656.38   (feet)  ADJUSTED  
 OL0294  ___________________________________________________________________
 OL0294  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OL0294  DYNAMIC HT  -         200.030 (meters)     656.27  (feet)  COMP
 OL0294  MODELED GRAV-     980,444.0   (mgal)                       NAVD 88
 OL0294  OBS GRAVITY -     980,439.3   (mgal)                       GRAV_OBS
 OL0294
 OL0294  VERT ORDER  -  FIRST     CLASS II
 OL0294
 OL0294.The horizontal coordinates were scaled from a topographic map and have
 OL0294.an estimated accuracy of +/- 6 seconds.
 OL0294
 OL0294.The orthometric height was determined by differential leveling
 OL0294.and adjusted by the National Geodetic Survey in June 1991..
 OL0294
 OL0294.The geoid height was determined by GEOID03.
 OL0294
 OL0294.The dynamic height is computed by dividing the NAVD 88
 OL0294.geopotential number by the normal gravity value computed on the
 OL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0294.degrees latitude (g = 980.6199 gals.).
 OL0294
 OL0294.The modeled gravity was interpolated from observed gravity values.
 OL0294.The observed gravity was obtained from relative gravimeter ties
 OL0294.to the IGSN71 gravity network.
 OL0294
 OL0294;                    North         East    Units  Estimated Accuracy
 OL0294;SPC MI C     -    72,960.    5,840,050.      MT  (+/- 180 meters Scaled)
 OL0294
 OL0294                          SUPERSEDED SURVEY CONTROL
 OL0294
 OL0294.No superseded survey control is available for this station.
 OL0294
 OL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP513671(NAD 83)
 OL0294_MARKER: I = METAL ROD
 OL0294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0294_SP_SET: STAINLESS STEEL ROD
 OL0294_STAMPING: F 315 1984
 OL0294_MARK LOGO: NGS   
 OL0294_PROJECTION: FLUSH
 OL0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0294+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 OL0294_ROD/PIPE-DEPTH: 16.6 meters
 OL0294
 OL0294  HISTORY     - Date     Condition        Report By
 OL0294  HISTORY     - 1984     MONUMENTED       NGS
 OL0294  HISTORY     - 20031010 GOOD             USPSQD
 OL0294
 OL0294                          STATION DESCRIPTION
 OL0294
 OL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0294'6.9 KM (4.3 MI) WEST FROM SCOTTVILLE.
 OL0294'0.3 KM (0.25 MI) NORTH ALONG MAIN STREET FROM THE POST OFFICE IN
 OL0294'SCOTTVILLE, THENCE 6.5 KM (4.05 MI) WEST ALONG U.S. HIGHWAY 10, AT A
 OL0294'HIGH TENSION POWERLINE CROSSING, ALSO 6.9 KM (4.3 MI) EAST ALONG U.S.
 OL0294'HIGHWAY 10 FROM THE POST OFFICE IN LUDINGTON, 20.72 METERS (68.0 FT)
 OL0294'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 33.52 METERS (110.0 FT) EAST
 OL0294'OF THE NORTH END OF THE LUDINGTON BANK AND TRUST COMPANY SIGN,
 OL0294'0.91 METERS (3.0 FT) EAST OF POWERLINE POLE NUMBER 207 WITH FOUR GUY
 OL0294'WIRES TO THE EAST, AND 5.79 METERS (19.0 FT) WEST OF A GUY WIRE
 OL0294'ANCHOR.  NOTE, ROD DRIVEN TO REFUSAL.
 OL0294'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 OL0294'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0294
 OL0294                          STATION RECOVERY (2003)
 OL0294
 OL0294'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 OL0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0339 ***********************************************************************
 OL0339  DESIGNATION -  F 316
 OL0339  PID         -  OL0339
 OL0339  STATE/COUNTY-  MI/OCEANA
 OL0339  USGS QUAD   -  
 OL0339
 OL0339                         *CURRENT SURVEY CONTROL
 OL0339  ___________________________________________________________________
 OL0339* NAD 83(1986)-  43 32 10.     (N)    086 20 53.     (W)     SCALED    
 OL0339* NAVD 88     -       226.519  (meters)     743.17   (feet)  ADJUSTED  
 OL0339  ___________________________________________________________________
 OL0339  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OL0339  DYNAMIC HT  -         226.475 (meters)     743.03  (feet)  COMP
 OL0339  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 OL0339
 OL0339  VERT ORDER  -  FIRST     CLASS II
 OL0339
 OL0339.The horizontal coordinates were scaled from a topographic map and have
 OL0339.an estimated accuracy of +/- 6 seconds.
 OL0339
 OL0339.The orthometric height was determined by differential leveling
 OL0339.and adjusted by the National Geodetic Survey in June 1991..
 OL0339
 OL0339.The geoid height was determined by GEOID03.
 OL0339
 OL0339.The dynamic height is computed by dividing the NAVD 88
 OL0339.geopotential number by the normal gravity value computed on the
 OL0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0339.degrees latitude (g = 980.6199 gals.).
 OL0339
 OL0339.The modeled gravity was interpolated from observed gravity values.
 OL0339
 OL0339;                    North         East    Units  Estimated Accuracy
 OL0339;SPC MI S     -   228,060.    3,839,870.      MT  (+/- 180 meters Scaled)
 OL0339
 OL0339                          SUPERSEDED SURVEY CONTROL
 OL0339
 OL0339.No superseded survey control is available for this station.
 OL0339
 OL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP526205(NAD 83)
 OL0339_MARKER: I = METAL ROD
 OL0339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0339_SP_SET: STAINLESS STEEL ROD
 OL0339_STAMPING: F 316 1984
 OL0339_MARK LOGO: NGS   
 OL0339_PROJECTION: FLUSH
 OL0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0339_ROD/PIPE-DEPTH: 32.9 meters
 OL0339
 OL0339  HISTORY     - Date     Condition        Report By
 OL0339  HISTORY     - 1984     MONUMENTED       NGS
 OL0339  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 OL0339  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0339  HISTORY     - 20041009 MARK NOT FOUND   USPSQD
 OL0339
 OL0339                          STATION DESCRIPTION
 OL0339
 OL0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0339'2.6 KM (1.65 MI) SOUTH FROM NEW ERA.
 OL0339'2.6 KM (1.65 MI) SOUTH ALONG OCEANA DRIVE FROM THE POST OFFICE IN NEW
 OL0339'ERA, AT A POWERLINE POLE NUMBERED 66 WITH A LARGE TRANSFORMER ON THE
 OL0339'WEST SIDE OF THE HIGHWAY, 0.7 KM (0.45 MI) NORTH OF THE CLEVELAND
 OL0339'CROSSROAD, 21.82 METERS (71.6 FT) WEST OF THE CENTER OF OCEANA DRIVE,
 OL0339'AND 0.6 METER (2.0 FT) SOUTH-SOUTHEAST OF THE POWERLINE POLE NUMBERED
 OL0339'66.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0339'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 OL0339'THE MARK IS 0.2 M ABOVE HIGHWAY.
 OL0339
 OL0339                          STATION RECOVERY (1994)
 OL0339
 OL0339'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0339'MARK NOT FOUND.
 OL0339
 OL0339                          STATION RECOVERY (2001)
 OL0339
 OL0339'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0339'MARK NOT FOUND.
 OL0339
 OL0339                          STATION RECOVERY (2004)
 OL0339
 OL0339'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0370 ***********************************************************************
 OL0370  DESIGNATION -  F 317
 OL0370  PID         -  OL0370
 OL0370  STATE/COUNTY-  MI/MUSKEGON
 OL0370  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0370
 OL0370                         *CURRENT SURVEY CONTROL
 OL0370  ___________________________________________________________________
 OL0370* NAD 83(1986)-  43 11 02.     (N)    086 13 23.     (W)     SCALED    
 OL0370* NAVD 88     -       177.956  (meters)     583.84   (feet)  ADJUSTED  
 OL0370  ___________________________________________________________________
 OL0370  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 OL0370  DYNAMIC HT  -         177.918 (meters)     583.72  (feet)  COMP
 OL0370  MODELED GRAV-     980,400.6   (mgal)                       NAVD 88
 OL0370
 OL0370  VERT ORDER  -  FIRST     CLASS II
 OL0370
 OL0370.The horizontal coordinates were scaled from a topographic map and have
 OL0370.an estimated accuracy of +/- 6 seconds.
 OL0370
 OL0370.The orthometric height was determined by differential leveling
 OL0370.and adjusted by the National Geodetic Survey in June 1991..
 OL0370
 OL0370.The geoid height was determined by GEOID03.
 OL0370
 OL0370.The dynamic height is computed by dividing the NAVD 88
 OL0370.geopotential number by the normal gravity value computed on the
 OL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0370.degrees latitude (g = 980.6199 gals.).
 OL0370
 OL0370.The modeled gravity was interpolated from observed gravity values.
 OL0370
 OL0370;                    North         East    Units  Estimated Accuracy
 OL0370;SPC MI S     -   188,710.    3,849,110.      MT  (+/- 180 meters Scaled)
 OL0370
 OL0370                          SUPERSEDED SURVEY CONTROL
 OL0370
 OL0370.No superseded survey control is available for this station.
 OL0370
 OL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN631815(NAD 83)
 OL0370_MARKER: DB = BENCH MARK DISK
 OL0370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0370_SP_SET: BRIDGE ABUTMENT
 OL0370_STAMPING: F 317 1984
 OL0370_MARK LOGO: NGS   
 OL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0370
 OL0370  HISTORY     - Date     Condition        Report By
 OL0370  HISTORY     - 1984     MONUMENTED       NGS
 OL0370  HISTORY     - 19940720 GOOD             USPSQD
 OL0370
 OL0370                          STATION DESCRIPTION
 OL0370
 OL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0370'2.8 KM (1.75 MI) SE FROM MUSKEGON HEIGHTS.
 OL0370'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0370'HEIGHTS, THENCE 2.5 KM (1.55 MI) SOUTHEAST ALONG AIRLINE ROAD, AT A
 OL0370'CONCRETE BRIDGE OVER BLACK CREEK, SET IN TOP OF THE SOUTHWEST END OF
 OL0370'THE SOUTHEAST ABUTMENT, ABOUT 0.9 METER (3.0 FT) LOWER THAN AIRLINE
 OL0370'ROAD, 8.77 METERS (28.8 FT) SOUTHWEST OF THE CENTERLINE OF AIRLINE
 OL0370'ROAD, 0.48 METERS (1.6 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 OL0370'SOUTHEAST ABUTMENT, AND 0.36 METERS (1.2 FT) SOUTHEAST OF THE
 OL0370'NORTHWEST FACE OF THE SOUTHEAST ABUTMENT.
 OL0370'THE MARK IS 0.9 M BELOW AIRLINE ROAD.
 OL0370
 OL0370                          STATION RECOVERY (1994)
 OL0370
 OL0370'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0281 ***********************************************************************
 PM0281  DESIGNATION -  F 318
 PM0281  PID         -  PM0281
 PM0281  STATE/COUNTY-  MI/MASON
 PM0281  USGS QUAD   -  
 PM0281
 PM0281                         *CURRENT SURVEY CONTROL
 PM0281  ___________________________________________________________________
 PM0281* NAD 83(1986)-  44 06 26.     (N)    086 15 06.     (W)     SCALED    
 PM0281* NAVD 88     -       219.716  (meters)     720.85   (feet)  ADJUSTED  
 PM0281  ___________________________________________________________________
 PM0281  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 PM0281  DYNAMIC HT  -         219.683 (meters)     720.74  (feet)  COMP
 PM0281  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 PM0281
 PM0281  VERT ORDER  -  FIRST     CLASS II
 PM0281
 PM0281.The horizontal coordinates were scaled from a topographic map and have
 PM0281.an estimated accuracy of +/- 6 seconds.
 PM0281
 PM0281.The orthometric height was determined by differential leveling
 PM0281.and adjusted by the National Geodetic Survey in June 1991..
 PM0281
 PM0281.The geoid height was determined by GEOID03.
 PM0281
 PM0281.The dynamic height is computed by dividing the NAVD 88
 PM0281.geopotential number by the normal gravity value computed on the
 PM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0281.degrees latitude (g = 980.6199 gals.).
 PM0281
 PM0281.The modeled gravity was interpolated from observed gravity values.
 PM0281
 PM0281;                    North         East    Units  Estimated Accuracy
 PM0281;SPC MI C     -    89,600.    5,849,100.      MT  (+/- 180 meters Scaled)
 PM0281
 PM0281                          SUPERSEDED SURVEY CONTROL
 PM0281
 PM0281.No superseded survey control is available for this station.
 PM0281
 PM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP598840(NAD 83)
 PM0281_MARKER: I = METAL ROD
 PM0281_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0281_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PM0281_STAMPING: F 318 1984
 PM0281_MARK LOGO: NGS   
 PM0281_PROJECTION: RECESSED 5 CENTIMETERS
 PM0281_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0281+STABILITY: POSITION/ELEVATION WELL
 PM0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0281+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2005
 PM0281_ROD/PIPE-DEPTH: 9.1  meters
 PM0281_SLEEVE-DEPTH  : 3.0 meters
 PM0281
 PM0281  HISTORY     - Date     Condition        Report By
 PM0281  HISTORY     - 1984     MONUMENTED       NGS
 PM0281  HISTORY     - 19961118 GOOD             USPSQD
 PM0281  HISTORY     - 20010815 GOOD             NGS
 PM0281  HISTORY     - 20021009 GOOD             USPSQD
 PM0281  HISTORY     - 20051013 GOOD             USPSQD
 PM0281
 PM0281                          STATION DESCRIPTION
 PM0281
 PM0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0281'2.9 KM (1.8 MI) WEST FROM FREESOIL.
 PM0281'2.9 KM (1.8 MI) WEST ALONG FREESOIL ROAD FROM THE POST OFFICE IN
 PM0281'FREESOIL, AT THE SOUTH EDGE OF THE MAPLE GROVE CEMETERY, ALSO 2.3 KM
 PM0281'(1.45 MI) EAST OF U.S. HIGHWAY 31 ALONG FREESOIL ROAD, 11.8 METERS
 PM0281'(38.8 FT) NORTH OF THE CENTERLINE OF THE ROAD, 5.3 METERS (17.3 FT)
 PM0281'SOUTHWEST OF THE SOUTHWEST CORNER OF A HEADSTONE (LINEBERG),
 PM0281'11.2 METERS (36.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A HEADSTONE
 PM0281'(SKONLKORN), 18.9 METERS (62.0 FT) WEST OF THE APPROXIMATE CENTER OF
 PM0281'THE EASTERNMOST CEMETERY DRIVE, 8.5 METERS (41.0 FT) EAST OF A 40-INCH
 PM0281'OAK TREE, AND 2.4 METERS (7.9 FT) WEST OF THE WEST SUPPORT POST OF THE
 PM0281'CEMETERY SIGN.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 PM0281'THE MARK IS 0.61 M ABOVE ROAD.
 PM0281
 PM0281                          STATION RECOVERY (1996)
 PM0281
 PM0281'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0281'RECOVERED IN GOOD CONDITION.
 PM0281
 PM0281                          STATION RECOVERY (2001)
 PM0281
 PM0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0281'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0281
 PM0281                          STATION RECOVERY (2002)
 PM0281
 PM0281'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 PM0281'RECOVERED IN GOOD CONDITION.
 PM0281
 PM0281                          STATION RECOVERY (2005)
 PM0281
 PM0281'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0281'DESCRIPTION NOT 36.9 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A
 PM0281'HEADSTONE BY 37.5 FT E-SE OF (SKONLKORN) AND NOT 7.9 FT WEST OF THE
 PM0281'WEST SUPPORT POST BY 5 FT W OF THE WEST SUPPORT POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0422 ***********************************************************************
 NG0422  DESIGNATION -  F 319
 NG0422  PID         -  NG0422
 NG0422  STATE/COUNTY-  MI/ALLEGAN
 NG0422  USGS QUAD   -  HAMILTON WEST (1981)
 NG0422
 NG0422                         *CURRENT SURVEY CONTROL
 NG0422  ___________________________________________________________________
 NG0422* NAD 83(1986)-  42 40 01.     (N)    086 06 48.     (W)     SCALED    
 NG0422* NAVD 88     -       220.494  (meters)     723.40   (feet)  ADJUSTED  
 NG0422  ___________________________________________________________________
 NG0422  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NG0422  DYNAMIC HT  -         220.436 (meters)     723.21  (feet)  COMP
 NG0422  MODELED GRAV-     980,354.9   (mgal)                       NAVD 88
 NG0422
 NG0422  VERT ORDER  -  FIRST     CLASS II
 NG0422
 NG0422.The horizontal coordinates were scaled from a topographic map and have
 NG0422.an estimated accuracy of +/- 6 seconds.
 NG0422
 NG0422.The orthometric height was determined by differential leveling
 NG0422.and adjusted by the National Geodetic Survey in June 1991..
 NG0422
 NG0422.The geoid height was determined by GEOID03.
 NG0422
 NG0422.The dynamic height is computed by dividing the NAVD 88
 NG0422.geopotential number by the normal gravity value computed on the
 NG0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0422.degrees latitude (g = 980.6199 gals.).
 NG0422
 NG0422.The modeled gravity was interpolated from observed gravity values.
 NG0422
 NG0422;                    North         East    Units  Estimated Accuracy
 NG0422;SPC MI S     -   131,110.    3,856,830.      MT  (+/- 180 meters Scaled)
 NG0422
 NG0422                          SUPERSEDED SURVEY CONTROL
 NG0422
 NG0422.No superseded survey control is available for this station.
 NG0422
 NG0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN726242(NAD 83)
 NG0422_MARKER: I = METAL ROD
 NG0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0422_SP_SET: STAINLESS STEEL ROD
 NG0422_STAMPING: F 319 1984
 NG0422_MARK LOGO: NGS   
 NG0422_PROJECTION: RECESSED 3 CENTIMETERS
 NG0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0422_ROD/PIPE-DEPTH: 12.2 meters
 NG0422
 NG0422  HISTORY     - Date     Condition        Report By
 NG0422  HISTORY     - 1984     MONUMENTED       NGS
 NG0422  HISTORY     - 1988     GOOD             USPSQD
 NG0422
 NG0422                          STATION DESCRIPTION
 NG0422
 NG0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0422'7.9 KM (4.95 MI) NORTH FROM FENNVILLE.
 NG0422'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0422'POST OFFICE IN FENNVILLE, THENCE 7.1 KM (4.45 MI) NORTH ALONG 58TH
 NG0422'STREET, AT 134TH AVENUE LEADING WEST AND A GRAVEL DRIVEWAY LEADING
 NG0422'EAST TO A LARGE CHICKEN HOUSE ON THE PROPERTY OF NATE BRINK,
 NG0422'68.27 METERS (224.0 FT) EAST OF THE CENTERLINE OF 58TH STREET,
 NG0422'19.14 METERS (62.8 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER FENCE
 NG0422'POST OF A FENCE AROUND A SWIMMING POOL, 22.55 METERS (74.0 FT)
 NG0422'SOUTHEAST OF A POWERLINE POLE WITH AN ELECTRIC METER ATTACHED,
 NG0422'3.29 METERS (10.8 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 NG0422'CHICKEN HOUSE, 1.06 METERS (3.5 FT) WEST OF A STEEL 4 BY 8 INCH I-BEAM
 NG0422'PROJECTING 12 FEET, AND 0.94 METERS (3.1 FT) NORTH OF THE NORTH FACE
 NG0422'OF THE CHICKEN HOUSE.  NOTE, ROD DRIVING RATE MET AND ROD ANCHORED.
 NG0422'THE MARK IS 3.29 METERS  ENE FROM A WITNESS POST.
 NG0422'THE MARK IS 0.6 M ABOVE 58TH STREET.
 NG0422
 NG0422                          STATION RECOVERY (1988)
 NG0422
 NG0422'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0419 ***********************************************************************
 NE0419  DESIGNATION -  F 32
 NE0419  PID         -  NE0419
 NE0419  STATE/COUNTY-  MI/MACOMB
 NE0419  USGS QUAD   -  UTICA (1983)
 NE0419
 NE0419                         *CURRENT SURVEY CONTROL
 NE0419  ___________________________________________________________________
 NE0419* NAD 83(1986)-  42 39 48.     (N)    083 04 25.     (W)     SCALED    
 NE0419* NAVD 88     -       209.704  (meters)     688.00   (feet)  ADJUSTED  
 NE0419  ___________________________________________________________________
 NE0419  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0419  DYNAMIC HT  -         209.643 (meters)     687.80  (feet)  COMP
 NE0419  MODELED GRAV-     980,324.0   (mgal)                       NAVD 88
 NE0419
 NE0419  VERT ORDER  -  FIRST     CLASS II
 NE0419
 NE0419.The horizontal coordinates were scaled from a topographic map and have
 NE0419.an estimated accuracy of +/- 6 seconds.
 NE0419
 NE0419.The orthometric height was determined by differential leveling
 NE0419.and adjusted by the National Geodetic Survey in June 1991..
 NE0419
 NE0419.The geoid height was determined by GEOID03.
 NE0419
 NE0419.The dynamic height is computed by dividing the NAVD 88
 NE0419.geopotential number by the normal gravity value computed on the
 NE0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0419.degrees latitude (g = 980.6199 gals.).
 NE0419
 NE0419.The modeled gravity was interpolated from observed gravity values.
 NE0419
 NE0419;                    North         East    Units  Estimated Accuracy
 NE0419;SPC MI S     -   130,030.    4,106,000.      MT  (+/- 180 meters Scaled)
 NE0419
 NE0419                          SUPERSEDED SURVEY CONTROL
 NE0419
 NE0419  NGVD 29 (??/??/92)  209.839  (m)          688.45   (f) ADJ UNCH    1 2
 NE0419
 NE0419.Superseded values are not recommended for survey control.
 NE0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0419.See file dsdata.txt to determine how the superseded data were derived.
 NE0419
 NE0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH300255(NAD 83)
 NE0419_MARKER: DB = BENCH MARK DISK
 NE0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0419_STAMPING: 688.447 F 32 1930
 NE0419_MARK LOGO: CGS   
 NE0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0419+STABILITY: SURFACE MOTION
 NE0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0419+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2006
 NE0419
 NE0419  HISTORY     - Date     Condition        Report By
 NE0419  HISTORY     - 1930     MONUMENTED       CGS
 NE0419  HISTORY     - 1934     GOOD             NGS
 NE0419  HISTORY     - 19931115 GOOD             USDA
 NE0419  HISTORY     - 19941115 GOOD             LOCENG
 NE0419  HISTORY     - 19990830 GOOD             USPSQD
 NE0419  HISTORY     - 20050202 GOOD             ROWEIN
 NE0419  HISTORY     - 20060518 GOOD             SPALD
 NE0419
 NE0419                          STATION DESCRIPTION
 NE0419
 NE0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0419'4.2 MI SE FROM ROCHESTER.
 NE0419'4.2 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NE0419'ROCHESTER, OAKLAND COUNTY, AT A ROAD CROSSING BETWEEN MILEPOSTS
 NE0419'D 27-1/2, 41.5 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 42.3
 NE0419'FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 688.447
 NE0419'E 32 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NE0419'INCHES ABOVE GROUND.
 NE0419
 NE0419                          STATION RECOVERY (1993)
 NE0419
 NE0419'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0419'RECOVERED WITH FOLLOWING ADDITIONS.  LOCATED APPROXIMATELY 3 MILES
 NE0419'(4.8 KM) NORTHWEST OF UTICA, MACOMB COUNTY.  TO REACH THE SITE FROM
 NE0419'THE INTERSECTION OF VAN DYKE AND M-59 (HALL ROAD) IN THE CITY OF
 NE0419'UTICA, HEAD NORTH ON VAN DYKE 2 MILES (3.2 KM) TO 22 MILE (35.4 KM)
 NE0419'ROAD.  TURN LEFT AND HEAD WEST ON 22 MILE (35.4 KM) ROAD FOR 2 MILES.
 NE0419'(3.2 KM) TURN RIGHT ON RYAN ROAD, STATION IS ON THE WEST SIDE OF RYAN
 NE0419'ROAD APPROXIMATELY 805 FEET (245.4 M) NORTH OF THE INTERSECTION OF
 NE0419'RYAN ROAD AND 22 MILE (35.4 KM) ROAD.  40 FEET (12.2 M) WEST OF THE
 NE0419'CENTERLINE OF RYAN ROAD BETWEEN TWO 8 FOOT (2.4 M) CHAIN LINK FENCES.
 NE0419
 NE0419                          STATION RECOVERY (1994)
 NE0419
 NE0419'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0419'3.0 MILES (4.8 KM) NORTHWEST OF UTICA.  TO REACH THE SITE FROM THE
 NE0419'INTERSECTION OF VAN DYKE AND STATE HIGHWAY M-59 (HALL ROAD) IN UTICA,
 NE0419'HEAD NORTH ON VAN DYKE FOR 2 MILES (3.2 KM) TO TWENTY TWO MILE ROAD.
 NE0419'TURN LEFT AND HEAD WEST ON TWENTY TWO MILE ROAD FOR 2 MILES. TURN
 NE0419'RIGHT ON RYAN ROAD, AND STATION IS ON THE WEST SIDE OF RYAN ROAD
 NE0419'APPROXIMATELY 805 FEE NORTH OF THE INTERSECTION OF RYAN ROAD AND
 NE0419'TWENTY TWO MILE ROAD BETWEEN TWO 8 FOOT (2.4 M) CHAIN LINK FENCES.
 NE0419
 NE0419                          STATION RECOVERY (1999)
 NE0419
 NE0419'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0419'RECOVERED IN GOOD CONDITION.
 NE0419
 NE0419                          STATION RECOVERY (2005)
 NE0419
 NE0419'RECOVERY NOTE BY ROWE INCORPORATED 2005 (DLS)
 NE0419'FOUND 0.5 FOOT N OF A 10 FOOT HIGH VINE COVERED CHAIN LINK FENCE. FOR
 NE0419'GPS PLAN TO EXTEND ANTENNA ABOVE FENCE.
 NE0419
 NE0419                          STATION RECOVERY (2006)
 NE0419
 NE0419'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0273 ***********************************************************************
 PM0273  DESIGNATION -  F 320
 PM0273  PID         -  PM0273
 PM0273  STATE/COUNTY-  MI/MANISTEE
 PM0273  USGS QUAD   -  
 PM0273
 PM0273                         *CURRENT SURVEY CONTROL
 PM0273  ___________________________________________________________________
 PM0273* NAD 83(1986)-  44 11 30.     (N)    086 18 24.     (W)     SCALED    
 PM0273* NAVD 88     -       220.815  (meters)     724.46   (feet)  ADJUSTED  
 PM0273  ___________________________________________________________________
 PM0273  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PM0273  DYNAMIC HT  -         220.785 (meters)     724.36  (feet)  COMP
 PM0273  MODELED GRAV-     980,477.0   (mgal)                       NAVD 88
 PM0273
 PM0273  VERT ORDER  -  FIRST     CLASS II
 PM0273
 PM0273.The horizontal coordinates were scaled from a topographic map and have
 PM0273.an estimated accuracy of +/- 6 seconds.
 PM0273
 PM0273.The orthometric height was determined by differential leveling
 PM0273.and adjusted by the National Geodetic Survey in June 1991..
 PM0273
 PM0273.The geoid height was determined by GEOID03.
 PM0273
 PM0273.The dynamic height is computed by dividing the NAVD 88
 PM0273.geopotential number by the normal gravity value computed on the
 PM0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0273.degrees latitude (g = 980.6199 gals.).
 PM0273
 PM0273.The modeled gravity was interpolated from observed gravity values.
 PM0273
 PM0273;                    North         East    Units  Estimated Accuracy
 PM0273;SPC MI C     -    99,090.    5,844,920.      MT  (+/- 180 meters Scaled)
 PM0273
 PM0273                          SUPERSEDED SURVEY CONTROL
 PM0273
 PM0273.No superseded survey control is available for this station.
 PM0273
 PM0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP554933(NAD 83)
 PM0273_MARKER: I = METAL ROD
 PM0273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0273_SP_SET: STAINLESS STEEL ROD
 PM0273_STAMPING: F 320 1984
 PM0273_MARK LOGO: NGS   
 PM0273_PROJECTION: FLUSH
 PM0273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0273_ROD/PIPE-DEPTH: 11.0 meters
 PM0273
 PM0273  HISTORY     - Date     Condition        Report By
 PM0273  HISTORY     - 1984     MONUMENTED       NGS
 PM0273  HISTORY     - 19961002 GOOD             USPSQD
 PM0273  HISTORY     - 20010331 GOOD             NGS
 PM0273  HISTORY     - 20031209 GOOD             USPSQD
 PM0273
 PM0273                          STATION DESCRIPTION
 PM0273
 PM0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0273'6.8 KM (4.2 MI) SOUTH FROM MANISTEE.
 PM0273'6.8 KM (4.2 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0273'MANISTEE, AT THE JUNCTION OF FOX FARM ROAD, AT THE SOUTH END OF AN
 PM0273'OFFSET IN A RIGHT-OF-WAY FENCE LINE, 39.3 METERS (129.0 FT) WEST OF
 PM0273'THE CENTERLINE OF THE HIGHWAY, 12.6 METERS (41.5 FT) NORTH OF THE
 PM0273'CENTERLINE OF FOX FARM ROAD, 0.15 METERS (0.5 FT) WEST OF A FENCE
 PM0273'LINE, 2.0 METERS (6.5 FT) NORTH OF THE SOUTH END OF A IRON FENCE LINE,
 PM0273'3.5 METERS (11.6 FT) NORTHEAST OF A POWERLINE POLE, AND 2.6 METERS
 PM0273'(8.6 FT) SOUTH OF A TWENTY FOUR INCH OAK TREE.  NOTE, ROD DRIVEN TO
 PM0273'DRIVING RATE.
 PM0273'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PM0273'THE MARK IS 0.61 M BELOW FOX FARM ROAD.
 PM0273
 PM0273                          STATION RECOVERY (1996)
 PM0273
 PM0273'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0273'RECOVERED IN GOOD CONDITION.
 PM0273
 PM0273                          STATION RECOVERY (2001)
 PM0273
 PM0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0273'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0273
 PM0273                          STATION RECOVERY (2003)
 PM0273
 PM0273'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0246 ***********************************************************************
 PM0246  DESIGNATION -  F 321
 PM0246  PID         -  PM0246
 PM0246  STATE/COUNTY-  MI/MANISTEE
 PM0246  USGS QUAD   -  MILLERTON (1987)
 PM0246
 PM0246                         *CURRENT SURVEY CONTROL
 PM0246  ___________________________________________________________________
 PM0246* NAD 83(1986)-  44 21 50.     (N)    086 03 14.     (W)     SCALED    
 PM0246* NAVD 88     -       213.835  (meters)     701.56   (feet)  ADJUSTED  
 PM0246  ___________________________________________________________________
 PM0246  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 PM0246  DYNAMIC HT  -         213.809 (meters)     701.47  (feet)  COMP
 PM0246  MODELED GRAV-     980,491.1   (mgal)                       NAVD 88
 PM0246
 PM0246  VERT ORDER  -  FIRST     CLASS II
 PM0246
 PM0246.The horizontal coordinates were scaled from a topographic map and have
 PM0246.an estimated accuracy of +/- 6 seconds.
 PM0246
 PM0246.The orthometric height was determined by differential leveling
 PM0246.and adjusted by the National Geodetic Survey in June 1991..
 PM0246
 PM0246.The geoid height was determined by GEOID03.
 PM0246
 PM0246.The dynamic height is computed by dividing the NAVD 88
 PM0246.geopotential number by the normal gravity value computed on the
 PM0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0246.degrees latitude (g = 980.6199 gals.).
 PM0246
 PM0246.The modeled gravity was interpolated from observed gravity values.
 PM0246
 PM0246;                    North         East    Units  Estimated Accuracy
 PM0246;SPC MI C     -   117,770.    5,865,520.      MT  (+/- 180 meters Scaled)
 PM0246
 PM0246                          SUPERSEDED SURVEY CONTROL
 PM0246
 PM0246.No superseded survey control is available for this station.
 PM0246
 PM0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ753127(NAD 83)
 PM0246_MARKER: I = METAL ROD
 PM0246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0246_SP_SET: STAINLESS STEEL ROD
 PM0246_STAMPING: F 321 1984
 PM0246_MARK LOGO: NGS   
 PM0246_PROJECTION: FLUSH
 PM0246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0246+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 PM0246_ROD/PIPE-DEPTH: 18.3 meters
 PM0246
 PM0246  HISTORY     - Date     Condition        Report By
 PM0246  HISTORY     - 1984     MONUMENTED       NGS
 PM0246  HISTORY     - 19961023 GOOD             USPSQD
 PM0246  HISTORY     - 20031010 GOOD             USPSQD
 PM0246
 PM0246                          STATION DESCRIPTION
 PM0246
 PM0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0246'4.9 KM (3.05 MI) SW FROM KALEVA.
 PM0246'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0246'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET (COUNTY ROAD
 PM0246'669), THENCE 3.04 KM (1.9 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD
 PM0246'669), THENCE 1.3 KM (0.8 MI) SOUTHWEST ALONG COUNTY ROAD 597
 PM0246'(TANNERVILLE ROAD), AT MCCLELLAN ROAD LEADING SOUTH, 11.5 METERS
 PM0246'(37.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 57.6 METERS
 PM0246'(189.0 FT) WEST OF AN EXTENDED CENTERLINE OF MCCLELLAN ROAD LEADING
 PM0246'SOUTH, 0.6 METER (2.0 FT) WEST OF A UTILITY POLE, AND 42.5 METERS
 PM0246'(139.5 FT) EAST OF THE CENTER OF A DRIVEWAY (NORTH).
 PM0246'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0246'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PM0246
 PM0246                          STATION RECOVERY (1996)
 PM0246
 PM0246'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0246'RECOVERED IN GOOD CONDITION.
 PM0246
 PM0246                          STATION RECOVERY (2003)
 PM0246
 PM0246'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0246'UTILITY POLE NO LONGER THERE, NO POWER LINES.  REPLACED A WITNESS
 PM0246'POST, 2 FEET WEST OF MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1221 ***********************************************************************
 NF1221  DESIGNATION -  F 322
 NF1221  PID         -  NF1221
 NF1221  STATE/COUNTY-  MI/VAN BUREN
 NF1221  USGS QUAD   -  BLOOMINGDALE (1981)
 NF1221
 NF1221                         *CURRENT SURVEY CONTROL
 NF1221  ___________________________________________________________________
 NF1221* NAD 83(1986)-  42 23 00.     (N)    085 57 28.     (W)     SCALED    
 NF1221* NAVD 88     -       224.245  (meters)     735.71   (feet)  ADJUSTED  
 NF1221  ___________________________________________________________________
 NF1221  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF1221  DYNAMIC HT  -         224.182 (meters)     735.50  (feet)  COMP
 NF1221  MODELED GRAV-     980,338.4   (mgal)                       NAVD 88
 NF1221
 NF1221  VERT ORDER  -  FIRST     CLASS II
 NF1221
 NF1221.The horizontal coordinates were scaled from a topographic map and have
 NF1221.an estimated accuracy of +/- 6 seconds.
 NF1221
 NF1221.The orthometric height was determined by differential leveling
 NF1221.and adjusted by the National Geodetic Survey in June 1991..
 NF1221
 NF1221.The geoid height was determined by GEOID03.
 NF1221
 NF1221.The dynamic height is computed by dividing the NAVD 88
 NF1221.geopotential number by the normal gravity value computed on the
 NF1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1221.degrees latitude (g = 980.6199 gals.).
 NF1221
 NF1221.The modeled gravity was interpolated from observed gravity values.
 NF1221
 NF1221;                    North         East    Units  Estimated Accuracy
 NF1221;SPC MI S     -    99,360.    3,868,980.      MT  (+/- 180 meters Scaled)
 NF1221
 NF1221                          SUPERSEDED SURVEY CONTROL
 NF1221
 NF1221  NGVD 29 (01/19/93)  224.386  (m)          736.17   (f) ADJUSTED    1 2
 NF1221
 NF1221.Superseded values are not recommended for survey control.
 NF1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1221.See file dsdata.txt to determine how the superseded data were derived.
 NF1221
 NF1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM857928(NAD 83)
 NF1221_MARKER: I = METAL ROD
 NF1221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1221_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1221_STAMPING: F 322 1984
 NF1221_MARK LOGO: NGS   
 NF1221_PROJECTION: RECESSED 5 CENTIMETERS
 NF1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1221+STABILITY: POSITION/ELEVATION WELL
 NF1221_ROD/PIPE-DEPTH: 49.1 meters
 NF1221_SLEEVE-DEPTH  : 4.0 meters
 NF1221
 NF1221  HISTORY     - Date     Condition        Report By
 NF1221  HISTORY     - 1984     MONUMENTED       NGS
 NF1221  HISTORY     - 20000816 MARK NOT FOUND   MI-159
 NF1221
 NF1221                          STATION DESCRIPTION
 NF1221
 NF1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1221'IN BLOOMINGDALE.
 NF1221'IN BLOOMINGDALE, AT THE INTERSECTION OF COUNTY ROADS 388 AND 665, 53.6
 NF1221'M (175.9 FT) NORTH OF THE CENTER OF ROAD 388, 39.9 M (130.9 FT) WEST
 NF1221'OF THE CENTER OF ROAD 665, 25.2 M (82.7 FT) EAST OF THE NORTHEAST
 NF1221'CORNER OF AN OLD RAILROAD DEPOT, 8.3 M (27.2 FT) EAST OF A 30-INCH
 NF1221'TWIN TRUNKED TREE, AND 5.0 M (16.4 FT) SOUTHWEST OF A FLAG POLE.
 NF1221'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1221'THE MARK IS 1.0 M ABOVE THE ROADS.
 NF1221
 NF1221                          STATION RECOVERY (2000)
 NF1221
 NF1221'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1221'COULD NOT FIND SURVEY MARKER. THIS MARKER COULD BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1223 ***********************************************************************
 NF1223  DESIGNATION -  F 323
 NF1223  PID         -  NF1223
 NF1223  STATE/COUNTY-  MI/VAN BUREN
 NF1223  USGS QUAD   -  GOBLES EAST (1981)
 NF1223
 NF1223                         *CURRENT SURVEY CONTROL
 NF1223  ___________________________________________________________________
 NF1223* NAD 83(1986)-  42 21 39.     (N)    085 51 46.     (W)     SCALED    
 NF1223* NAVD 88     -       239.352  (meters)     785.27   (feet)  ADJUSTED  
 NF1223  ___________________________________________________________________
 NF1223  GEOID HEIGHT-         -32.94  (meters)                     GEOID03
 NF1223  DYNAMIC HT  -         239.284 (meters)     785.05  (feet)  COMP
 NF1223  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 NF1223
 NF1223  VERT ORDER  -  FIRST     CLASS II
 NF1223
 NF1223.The horizontal coordinates were scaled from a topographic map and have
 NF1223.an estimated accuracy of +/- 6 seconds.
 NF1223
 NF1223.The orthometric height was determined by differential leveling
 NF1223.and adjusted by the National Geodetic Survey in June 1991..
 NF1223
 NF1223.The geoid height was determined by GEOID03.
 NF1223
 NF1223.The dynamic height is computed by dividing the NAVD 88
 NF1223.geopotential number by the normal gravity value computed on the
 NF1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1223.degrees latitude (g = 980.6199 gals.).
 NF1223
 NF1223.The modeled gravity was interpolated from observed gravity values.
 NF1223
 NF1223;                    North         East    Units  Estimated Accuracy
 NF1223;SPC MI S     -    96,720.    3,876,760.      MT  (+/- 180 meters Scaled)
 NF1223
 NF1223                          SUPERSEDED SURVEY CONTROL
 NF1223
 NF1223  NGVD 29 (01/19/93)  239.486  (m)          785.71   (f) ADJUSTED    1 2
 NF1223
 NF1223.Superseded values are not recommended for survey control.
 NF1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1223.See file dsdata.txt to determine how the superseded data were derived.
 NF1223
 NF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM936904(NAD 83)
 NF1223_MARKER: I = METAL ROD
 NF1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1223_SP_SET: STAINLESS STEEL ROD
 NF1223_STAMPING: F 323 1984
 NF1223_MARK LOGO: NGS   
 NF1223_PROJECTION: FLUSH
 NF1223_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1223+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 NF1223_ROD/PIPE-DEPTH: 31.7 meters
 NF1223
 NF1223  HISTORY     - Date     Condition        Report By
 NF1223  HISTORY     - 1984     MONUMENTED       NGS
 NF1223  HISTORY     - 19930619 GOOD             LOCSUR
 NF1223  HISTORY     - 19930619 GOOD             LOCSUR
 NF1223  HISTORY     - 20000816 GOOD             MI-159
 NF1223
 NF1223                          STATION DESCRIPTION
 NF1223
 NF1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1223'1.3 KM (0.8 MI) EAST FROM GOBLES.
 NF1223'1.3 KM (0.8 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1223'STATE HIGHWAY 40 IN GOBLES, 22.1 M (72.5 FT) SOUTH OF THE CENTERLINE
 NF1223'OF THE ROAD, 7.9 M (25.9 FT) WEST OF THE CENTER OF 32ND STREET, 3.0 M
 NF1223'(9.8 FT) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A STREET LIGHT, AND
 NF1223'0.7 M (2.3 FT) SOUTHWEST OF UTILITY POLE NUMBER L 201 FT.
 NF1223'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1223'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF1223'THE MARK IS 0.2 M BELOW THE STREET.
 NF1223
 NF1223                          STATION RECOVERY (1993)
 NF1223
 NF1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF1223'RECOVERED IN GOOD CONDITION.
 NF1223
 NF1223                          STATION RECOVERY (1993)
 NF1223
 NF1223'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1223'A NEW DESCRIPTION FOLLOWS.  STATION IS LOCATED 0.8 MI (1.3 KM)
 NF1223'EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF STATE HIGHWAY M-40
 NF1223'IN GOBLES.  IT IS 72.5 FT (22.1 M) SOUTH OF THE CENTER LINE OF THE
 NF1223'ROAD, 25.9 FT (7.9 M) WEST OF THE CENTER OF 32ND STREET, 9.8 FT (3.0
 NF1223'M) SOUTH-SOUTHEAST OF A UTILITY POLE WITH A STREET LIGHT, AND 2.3 FT
 NF1223'(0.7 M) SOUTHWEST OF UTILITY POLE NUMBER L 201.  NOTE - ACCESS TO
 NF1223'DATUM POINT IS HAD THROUGH A 5 IN LOGO CAP.  THE ROD IS FLUSH WITH
 NF1223'GROUND LEVEL AND DRIVEN TO A DEPTH OF 31.7 M (104.0 FT) .  THE STATION
 NF1223'IS 0.2 METERS (0.7 FT) BELOW THE HEIGHT OF THE STREET AND 0.3 METERS
 NF1223'(1.0 FT) EAST FROM A WITNESS POST.
 NF1223
 NF1223                          STATION RECOVERY (2000)
 NF1223
 NF1223'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF1223'OK FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1511 ***********************************************************************
 RL1511  DESIGNATION -  F 324
 RL1511  PID         -  RL1511
 RL1511  STATE/COUNTY-  MI/GOGEBIC
 RL1511  USGS QUAD   -  WAKEFIELD (1975)
 RL1511
 RL1511                         *CURRENT SURVEY CONTROL
 RL1511  ___________________________________________________________________
 RL1511* NAD 83(1986)-  46 28 37.     (N)    089 56 46.     (W)     SCALED    
 RL1511* NAVD 88     -       465.540  (meters)    1527.36   (feet)  ADJUSTED  
 RL1511  ___________________________________________________________________
 RL1511  GEOID HEIGHT-         -30.74  (meters)                     GEOID03
 RL1511  DYNAMIC HT  -         465.556 (meters)    1527.41  (feet)  COMP
 RL1511  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 RL1511
 RL1511  VERT ORDER  -  FIRST     CLASS II
 RL1511
 RL1511.The horizontal coordinates were scaled from a topographic map and have
 RL1511.an estimated accuracy of +/- 6 seconds.
 RL1511
 RL1511.The orthometric height was determined by differential leveling
 RL1511.and adjusted by the National Geodetic Survey in June 1991..
 RL1511
 RL1511.The geoid height was determined by GEOID03.
 RL1511
 RL1511.The dynamic height is computed by dividing the NAVD 88
 RL1511.geopotential number by the normal gravity value computed on the
 RL1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1511.degrees latitude (g = 980.6199 gals.).
 RL1511
 RL1511.The modeled gravity was interpolated from observed gravity values.
 RL1511
 RL1511;                    North         East    Units  Estimated Accuracy
 RL1511;SPC MI N     -   192,440.    7,773,830.      MT  (+/- 180 meters Scaled)
 RL1511
 RL1511                          SUPERSEDED SURVEY CONTROL
 RL1511
 RL1511.No superseded survey control is available for this station.
 RL1511
 RL1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS738512(NAD 83)
 RL1511_MARKER: DB = BENCH MARK DISK
 RL1511_SETTING: 66 = SET IN ROCK OUTCROP
 RL1511_SP_SET: ROCK OUTCROP
 RL1511_STAMPING: F 324 1985
 RL1511_MARK LOGO: NGS   
 RL1511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1511+STABILITY: POSITION/ELEVATION WELL
 RL1511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1511+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RL1511
 RL1511  HISTORY     - Date     Condition        Report By
 RL1511  HISTORY     - 1985     MONUMENTED       NGS
 RL1511  HISTORY     - 20000821 GOOD             MIDT
 RL1511  HISTORY     - 20030822 GOOD             USPSQD
 RL1511
 RL1511                          STATION DESCRIPTION
 RL1511
 RL1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1511'0.4 KM (0.25 MI) WEST FROM WAKEFIELD.
 RL1511'0.4 KM (0.25 MI) WESTERLY ALONG U.S. HIGHWAY 2 FROM ITS JUNCTION WITH
 RL1511'STATE HIGHWAY 28 IN WAKEFIELD, NEAR THE WEST END OF A HIGHWAY CUT,
 RL1511'26.7 M (87.6 FT) EAST OF THE CENTER OF AN ENTRANCE LEADING TO A VFW
 RL1511'PARKING LOT, 13.7 M (44.9 FT) EAST OF THE WEST END OF THE CUT, AND
 RL1511'10.0 M (32.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RL1511'THE MARK IS 0.8 METERS  NE FROM  A WITNESS POST
 RL1511'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 RL1511
 RL1511                          STATION RECOVERY (2000)
 RL1511
 RL1511'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1511'RECOVERED IN GOOD CONDITION.
 RL1511
 RL1511                          STATION RECOVERY (2003)
 RL1511
 RL1511'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1511'RECOVERED IN GOOD CONDITION.  NOTE-- THE EAST ENTRANCE DRIVE TO THE
 RL1511'VFW IS AT LAKE SHORE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1483 ***********************************************************************
 RL1483  DESIGNATION -  F 325
 RL1483  PID         -  RL1483
 RL1483  STATE/COUNTY-  MI/BARAGA
 RL1483  USGS QUAD   -  
 RL1483
 RL1483                         *CURRENT SURVEY CONTROL
 RL1483  ___________________________________________________________________
 RL1483* NAD 83(1986)-  46 29 39.     (N)    088 49 27.     (W)     SCALED    
 RL1483* NAVD 88     -       383.052  (meters)    1256.73   (feet)  ADJUSTED  
 RL1483  ___________________________________________________________________
 RL1483  GEOID HEIGHT-         -32.41  (meters)                     GEOID03
 RL1483  DYNAMIC HT  -         383.063 (meters)    1256.77  (feet)  COMP
 RL1483  MODELED GRAV-     980,632.0   (mgal)                       NAVD 88
 RL1483
 RL1483  VERT ORDER  -  FIRST     CLASS II
 RL1483
 RL1483.The horizontal coordinates were scaled from a topographic map and have
 RL1483.an estimated accuracy of +/- 6 seconds.
 RL1483
 RL1483.The orthometric height was determined by differential leveling
 RL1483.and adjusted by the National Geodetic Survey in June 1991..
 RL1483
 RL1483.The geoid height was determined by GEOID03.
 RL1483
 RL1483.The dynamic height is computed by dividing the NAVD 88
 RL1483.geopotential number by the normal gravity value computed on the
 RL1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1483.degrees latitude (g = 980.6199 gals.).
 RL1483
 RL1483.The modeled gravity was interpolated from observed gravity values.
 RL1483
 RL1483;                    North         East    Units  Estimated Accuracy
 RL1483;SPC MI N     -   191,760.    7,859,980.      MT  (+/- 180 meters Scaled)
 RL1483
 RL1483                          SUPERSEDED SURVEY CONTROL
 RL1483
 RL1483.No superseded survey control is available for this station.
 RL1483
 RL1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS600505(NAD 83)
 RL1483_MARKER: I = METAL ROD
 RL1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1483_SP_SET: STAINLESS STEEL ROD
 RL1483_STAMPING: F 325 1985
 RL1483_MARK LOGO: NGS   
 RL1483_PROJECTION: FLUSH
 RL1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1483_ROD/PIPE-DEPTH: 13.4 meters
 RL1483
 RL1483  HISTORY     - Date     Condition        Report By
 RL1483  HISTORY     - 1985     MONUMENTED       NGS
 RL1483  HISTORY     - 1989     GOOD             USPSQD
 RL1483
 RL1483                          STATION DESCRIPTION
 RL1483
 RL1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1483'23.6 KM (14.65 MI) WEST FROM COVINGTON.
 RL1483'23.6 KM (14.65 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1483'WITH U.S. HIGHWAY 141 IN COVINGTON, 1.2 KM (0.75 MI) WEST OF THE
 RL1483'INTERSECTION OF A GRAVELED CROSSROAD, AND 26.9 M (88.3 FT) SOUTH OF
 RL1483'THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 RL1483'THROUGH A 5-INCH LOGO CAP.
 RL1483'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1483'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL1483
 RL1483                          STATION RECOVERY (1989)
 RL1483
 RL1483'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0460 ***********************************************************************
 NG0460  DESIGNATION -  F 326
 NG0460  PID         -  NG0460
 NG0460  STATE/COUNTY-  MI/BERRIEN
 NG0460  USGS QUAD   -  BENTON HARBOR (1980)
 NG0460
 NG0460                         *CURRENT SURVEY CONTROL
 NG0460  ___________________________________________________________________
 NG0460* NAD 83(1986)-  42 06 55.     (N)    086 27 29.     (W)     SCALED    
 NG0460* NAVD 88     -       179.024  (meters)     587.35   (feet)  ADJUSTED  
 NG0460  ___________________________________________________________________
 NG0460  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NG0460  DYNAMIC HT  -         178.965 (meters)     587.15  (feet)  COMP
 NG0460  MODELED GRAV-     980,285.4   (mgal)                       NAVD 88
 NG0460
 NG0460  VERT ORDER  -  FIRST     CLASS II
 NG0460
 NG0460.The horizontal coordinates were scaled from a topographic map and have
 NG0460.an estimated accuracy of +/- 6 seconds.
 NG0460
 NG0460.The orthometric height was determined by differential leveling
 NG0460.and adjusted by the National Geodetic Survey in June 1991..
 NG0460
 NG0460.The geoid height was determined by GEOID03.
 NG0460
 NG0460.The dynamic height is computed by dividing the NAVD 88
 NG0460.geopotential number by the normal gravity value computed on the
 NG0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0460.degrees latitude (g = 980.6199 gals.).
 NG0460
 NG0460.The modeled gravity was interpolated from observed gravity values.
 NG0460
 NG0460;                    North         East    Units  Estimated Accuracy
 NG0460;SPC MI S     -    70,490.    3,827,060.      MT  (+/- 180 meters Scaled)
 NG0460
 NG0460                          SUPERSEDED SURVEY CONTROL
 NG0460
 NG0460  NGVD 29 (01/19/93)  179.179  (m)          587.86   (f) ADJUSTED    1 2
 NG0460
 NG0460.Superseded values are not recommended for survey control.
 NG0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0460.See file dsdata.txt to determine how the superseded data were derived.
 NG0460
 NG0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM448627(NAD 83)
 NG0460_MARKER: I = METAL ROD
 NG0460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0460_SP_SET: STAINLESS STEEL ROD
 NG0460_STAMPING: F 326 1985
 NG0460_MARK LOGO: NGS   
 NG0460_PROJECTION: RECESSED 2 CENTIMETERS
 NG0460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0460_ROD/PIPE-DEPTH: 14.0 meters
 NG0460
 NG0460  HISTORY     - Date     Condition        Report By
 NG0460  HISTORY     - 1985     MONUMENTED       NGS
 NG0460
 NG0460                          STATION DESCRIPTION
 NG0460
 NG0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0460'IN BENTON HARBOR.
 NG0460'IN BENTON HARBOR, AT THE INTERSECTION OF MAIN AND NORTH 8TH STREETS,
 NG0460'19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF
 NG0460'MAIN STREET, 10.0 M (32.8 FT) EAST OF THE CENTER OF NORTH 8TH STREET,
 NG0460'0.7 M (2.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND 0.6 M (2.0 FT)
 NG0460'SOUTH OF THE SOUTH EDGE OF A CONCRETE DRIVEWAY.  NOTE--ACCESS TO DATUM
 NG0460'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0460'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1205 ***********************************************************************
 NF1205  DESIGNATION -  F 327
 NF1205  PID         -  NF1205
 NF1205  STATE/COUNTY-  MI/KALAMAZOO
 NF1205  USGS QUAD   -  AUGUSTA (1985)
 NF1205
 NF1205                         *CURRENT SURVEY CONTROL
 NF1205  ___________________________________________________________________
 NF1205* NAD 83(1986)-  42 19 27.     (N)    085 22 17.     (W)     SCALED    
 NF1205* NAVD 88     -       244.661  (meters)     802.69   (feet)  ADJUSTED  
 NF1205  ___________________________________________________________________
 NF1205  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF1205  DYNAMIC HT  -         244.585 (meters)     802.44  (feet)  COMP
 NF1205  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 NF1205
 NF1205  VERT ORDER  -  FIRST     CLASS II
 NF1205
 NF1205.The horizontal coordinates were scaled from a topographic map and have
 NF1205.an estimated accuracy of +/- 6 seconds.
 NF1205
 NF1205.The orthometric height was determined by differential leveling
 NF1205.and adjusted by the National Geodetic Survey in June 1991..
 NF1205
 NF1205.The geoid height was determined by GEOID03.
 NF1205
 NF1205.The dynamic height is computed by dividing the NAVD 88
 NF1205.geopotential number by the normal gravity value computed on the
 NF1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1205.degrees latitude (g = 980.6199 gals.).
 NF1205
 NF1205.The modeled gravity was interpolated from observed gravity values.
 NF1205
 NF1205;                    North         East    Units  Estimated Accuracy
 NF1205;SPC MI S     -    92,040.    3,917,190.      MT  (+/- 180 meters Scaled)
 NF1205
 NF1205                          SUPERSEDED SURVEY CONTROL
 NF1205
 NF1205  NGVD 29 (01/19/93)  244.792  (m)          803.12   (f) ADJUSTED    1 2
 NF1205
 NF1205.Superseded values are not recommended for survey control.
 NF1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1205.See file dsdata.txt to determine how the superseded data were derived.
 NF1205
 NF1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM341870(NAD 83)
 NF1205_MARKER: I = METAL ROD
 NF1205_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1205_SP_SET: STAINLESS STEEL ROD
 NF1205_STAMPING: F 327 1985
 NF1205_MARK LOGO: NGS   
 NF1205_PROJECTION: FLUSH
 NF1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1205+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF1205_ROD/PIPE-DEPTH: 21.9 meters
 NF1205
 NF1205  HISTORY     - Date     Condition        Report By
 NF1205  HISTORY     - 1985     MONUMENTED       NGS
 NF1205  HISTORY     - 20030419 GOOD             USPSQD
 NF1205
 NF1205                          STATION DESCRIPTION
 NF1205
 NF1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1205'18.3 KM (11.4 MI) WEST FROM BATTLE CREEK.
 NF1205'0.6 KM (0.35 MI) SOUTH ALONG SOUTH AVENUE FROM THE CITY HALL IN BATTLE
 NF1205'CREEK, THENCE 15.2 KM (9.45 MI) WESTERLY ALONG DICKMAN ROAD, THENCE
 NF1205'2.5 KM (1.55 MI) WESTERLY ALONG MICHIGAN AVENUE, 15.7 M (51.5 FT)
 NF1205'SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 15.0 M (49.2 FT) NORTHEAST
 NF1205'OF THE NORTHEAST 1 OF 2 DRIVEWAYS LEADING TO A FARM HOUSE, AND 1.8 M
 NF1205'(5.9 FT) NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 NF1205'HAD THROUGH A 5-INCH LOGO CAP.
 NF1205'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 NF1205'THE MARK IS 1.0 M BELOW THE AVENUE.
 NF1205
 NF1205                          STATION RECOVERY (2003)
 NF1205
 NF1205'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1205'FARM HOUSE NO LONG EXISTS, DRIVES STILL OBVIOUS.  MARK IS SOUTH EAST
 NF1205'OF BARN THEATER ACROSS STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1462 ***********************************************************************
 RL1462  DESIGNATION -  F 328
 RL1462  PID         -  RL1462
 RL1462  STATE/COUNTY-  MI/BARAGA
 RL1462  USGS QUAD   -  THREE LAKES (1975)
 RL1462
 RL1462                         *CURRENT SURVEY CONTROL
 RL1462  ___________________________________________________________________
 RL1462* NAD 83(1986)-  46 32 35.     (N)    088 09 24.     (W)     SCALED    
 RL1462* NAVD 88     -       495.817  (meters)    1626.69   (feet)  ADJUSTED  
 RL1462  ___________________________________________________________________
 RL1462  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 RL1462  DYNAMIC HT  -         495.837 (meters)    1626.76  (feet)  COMP
 RL1462  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 RL1462
 RL1462  VERT ORDER  -  FIRST     CLASS II
 RL1462
 RL1462.The horizontal coordinates were scaled from a topographic map and have
 RL1462.an estimated accuracy of +/- 6 seconds.
 RL1462
 RL1462.The orthometric height was determined by differential leveling
 RL1462.and adjusted by the National Geodetic Survey in June 1991..
 RL1462
 RL1462.The geoid height was determined by GEOID03.
 RL1462
 RL1462.The dynamic height is computed by dividing the NAVD 88
 RL1462.geopotential number by the normal gravity value computed on the
 RL1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1462.degrees latitude (g = 980.6199 gals.).
 RL1462
 RL1462.The modeled gravity was interpolated from observed gravity values.
 RL1462
 RL1462;                    North         East    Units  Estimated Accuracy
 RL1462;SPC MI N     -   196,230.    7,911,290.      MT  (+/- 180 meters Scaled)
 RL1462
 RL1462                          SUPERSEDED SURVEY CONTROL
 RL1462
 RL1462.No superseded survey control is available for this station.
 RL1462
 RL1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS113550(NAD 83)
 RL1462_MARKER: DB = BENCH MARK DISK
 RL1462_SETTING: 66 = SET IN ROCK OUTCROP
 RL1462_SP_SET: ROCK OUTCROP
 RL1462_STAMPING: F 328 1985
 RL1462_MARK LOGO: NGS   
 RL1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1462+STABILITY: POSITION/ELEVATION WELL
 RL1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1462+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000
 RL1462
 RL1462  HISTORY     - Date     Condition        Report By
 RL1462  HISTORY     - 1985     MONUMENTED       NGS
 RL1462  HISTORY     - 19990920 GOOD             USPSQD
 RL1462  HISTORY     - 20000710 GOOD             MIDT
 RL1462
 RL1462                          STATION DESCRIPTION
 RL1462
 RL1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1462'15.9 KM (9.9 MI) WEST FROM CHAMPION.
 RL1462'15.9 KM (9.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1462'IN CHAMPION, IN THE NORTHEASTERN 1/3 OF A 15 BY 53 FOOT EXPOSED AREA
 RL1462'OF OUTCROPPING BEDROCK, 35.1 M (115.2 FT) NORTHWEST OF THE EXTENDED
 RL1462'CENTER OF OHIO MINE ROAD, 13.4 M (44.0 FT) SOUTHEAST OF THE NORTHWEST
 RL1462'END OF THE OUTCROP, AND 11.9 M (39.0 FT) NORTHEAST OF THE CENTERLINE
 RL1462'OF THE HIGHWAY.
 RL1462'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 RL1462'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 RL1462
 RL1462                          STATION RECOVERY (1999)
 RL1462
 RL1462'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1462'RECOVERED IN GOOD CONDITION.
 RL1462
 RL1462                          STATION RECOVERY (2000)
 RL1462
 RL1462'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0464 ***********************************************************************
 RK0464  DESIGNATION -  F 329
 RK0464  PID         -  RK0464
 RK0464  STATE/COUNTY-  MI/MARQUETTE
 RK0464  USGS QUAD   -  NEGAUNEE (1975)
 RK0464
 RK0464                         *CURRENT SURVEY CONTROL
 RK0464  ___________________________________________________________________
 RK0464* NAD 83(1986)-  46 31 18.     (N)    087 34 59.     (W)     SCALED    
 RK0464* NAVD 88     -       426.705  (meters)    1399.95   (feet)  ADJUSTED  
 RK0464  ___________________________________________________________________
 RK0464  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 RK0464  DYNAMIC HT  -         426.734 (meters)    1400.04  (feet)  COMP
 RK0464  MODELED GRAV-     980,667.9   (mgal)                       NAVD 88
 RK0464
 RK0464  VERT ORDER  -  FIRST     CLASS II
 RK0464
 RK0464.The horizontal coordinates were scaled from a topographic map and have
 RK0464.an estimated accuracy of +/- 6 seconds.
 RK0464
 RK0464.The orthometric height was determined by differential leveling
 RK0464.and adjusted by the National Geodetic Survey in June 1991..
 RK0464
 RK0464.The geoid height was determined by GEOID03.
 RK0464
 RK0464.The dynamic height is computed by dividing the NAVD 88
 RK0464.geopotential number by the normal gravity value computed on the
 RK0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0464.degrees latitude (g = 980.6199 gals.).
 RK0464
 RK0464.The modeled gravity was interpolated from observed gravity values.
 RK0464
 RK0464;                    North         East    Units  Estimated Accuracy
 RK0464;SPC MI N     -   193,370.    7,955,270.      MT  (+/- 180 meters Scaled)
 RK0464
 RK0464                          SUPERSEDED SURVEY CONTROL
 RK0464
 RK0464.No superseded survey control is available for this station.
 RK0464
 RK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS552521(NAD 83)
 RK0464_MARKER: DB = BENCH MARK DISK
 RK0464_SETTING: 66 = SET IN ROCK OUTCROP
 RK0464_SP_SET: ROCK OUTCROP
 RK0464_STAMPING: F 329 1985
 RK0464_MARK LOGO: NGS   
 RK0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0464+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 RK0464
 RK0464  HISTORY     - Date     Condition        Report By
 RK0464  HISTORY     - 1985     MONUMENTED       NGS
 RK0464  HISTORY     - 19990712 GOOD             MIDT
 RK0464  HISTORY     - 20041009 GOOD             USPSQD
 RK0464
 RK0464                          STATION DESCRIPTION
 RK0464
 RK0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0464'12.6 KM (7.8 MI) WEST FROM MARQUETTE.
 RK0464'12.6 KM (7.85 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0464'WITH WASHINGTON STREET IN MARQUETTE, IN THE SOUTHWESTERLY 1/3 OF A 5
 RK0464'BY 49 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 14.3 M (46.9 FT)
 RK0464'NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 RK0464'AND 6.1 M (20.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 RK0464'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RK0464'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 RK0464
 RK0464                          STATION RECOVERY (1999)
 RK0464
 RK0464'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0464'RECOVERED IN GOOD CONDITION.
 RK0464
 RK0464                          STATION RECOVERY (2004)
 RK0464
 RK0464'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2174 ***********************************************************************
 ME2174  DESIGNATION -  F 330
 ME2174  PID         -  ME2174
 ME2174  STATE/COUNTY-  MI/BERRIEN
 ME2174  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2174
 ME2174                         *CURRENT SURVEY CONTROL
 ME2174  ___________________________________________________________________
 ME2174* NAD 83(1986)-  41 49 10.     (N)    086 41 18.     (W)     SCALED    
 ME2174* NAVD 88     -       187.926  (meters)     616.55   (feet)  ADJUSTED  
 ME2174  ___________________________________________________________________
 ME2174  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2174  DYNAMIC HT  -         187.857 (meters)     616.33  (feet)  COMP
 ME2174  MODELED GRAV-     980,252.3   (mgal)                       NAVD 88
 ME2174
 ME2174  VERT ORDER  -  FIRST     CLASS II
 ME2174
 ME2174.The horizontal coordinates were scaled from a topographic map and have
 ME2174.an estimated accuracy of +/- 6 seconds.
 ME2174
 ME2174.The orthometric height was determined by differential leveling
 ME2174.and adjusted by the National Geodetic Survey in June 1991..
 ME2174
 ME2174.The geoid height was determined by GEOID03.
 ME2174
 ME2174.The dynamic height is computed by dividing the NAVD 88
 ME2174.geopotential number by the normal gravity value computed on the
 ME2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2174.degrees latitude (g = 980.6199 gals.).
 ME2174
 ME2174.The modeled gravity was interpolated from observed gravity values.
 ME2174
 ME2174;                    North         East    Units  Estimated Accuracy
 ME2174;SPC MI S     -    38,140.    3,807,120.      MT  (+/- 180 meters Scaled)
 ME2174
 ME2174                          SUPERSEDED SURVEY CONTROL
 ME2174
 ME2174  NGVD 29 (01/19/93)  188.046  (m)          616.95   (f) ADJUSTED    1 2
 ME2174
 ME2174.Superseded values are not recommended for survey control.
 ME2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2174.See file dsdata.txt to determine how the superseded data were derived.
 ME2174
 ME2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM258297(NAD 83)
 ME2174_MARKER: DB = BENCH MARK DISK
 ME2174_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2174_SP_SET: BRIDGE ABUTMENT
 ME2174_STAMPING: F 330 1985
 ME2174_MARK LOGO: NGS   
 ME2174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 ME2174+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 ME2174
 ME2174  HISTORY     - Date     Condition        Report By
 ME2174  HISTORY     - 1985     MONUMENTED       NGS
 ME2174  HISTORY     - 20040612 GOOD             INDIV
 ME2174  HISTORY     - 20040622 GOOD             FISHBA
 ME2174
 ME2174                          STATION DESCRIPTION
 ME2174
 ME2174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2174'3.9 KM (2.4 MI) NE FROM NEW BUFFALO.
 ME2174'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2174'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 2.7 KM (1.7 MI) NORTHEASTERLY
 ME2174'ALONG INTERSTATE HIGHWAY 94, IN TOP OF THE NORTHEAST CONCRETE ABUTMENT
 ME2174'OF THE NORTHEAST BOUND HIGHWAY BRIDGE SPANNING THE GALIEN RIVER,
 ME2174'19.2 M (63.0 FT) SOUTHEAST OF THE CENTER OF THE SOUTHWEST BOUND LANES
 ME2174'OF THE HIGHWAY, AND 8.6 M (28.2 FT) NORTHWEST OF THE CENTER OF THE
 ME2174'NORTHEAST BOUND LANES OF THE HIGHWAY.
 ME2174'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 ME2174
 ME2174                          STATION RECOVERY (2004)
 ME2174
 ME2174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SL)
 ME2174'RECOVERED IN GOOD CONDITION.
 ME2174
 ME2174                          STATION RECOVERY (2004)
 ME2174
 ME2174'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2174'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1056 ***********************************************************************
 NE1056  DESIGNATION -  F 331
 NE1056  PID         -  NE1056
 NE1056  STATE/COUNTY-  MI/WASHTENAW
 NE1056  USGS QUAD   -  PINCKNEY (1983)
 NE1056
 NE1056                         *CURRENT SURVEY CONTROL
 NE1056  ___________________________________________________________________
 NE1056* NAD 83(1986)-  42 23 02.     (N)    083 55 06.     (W)     SCALED    
 NE1056* NAVD 88     -       262.878  (meters)     862.46   (feet)  ADJUSTED  
 NE1056  ___________________________________________________________________
 NE1056  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NE1056  DYNAMIC HT  -         262.803 (meters)     862.21  (feet)  COMP
 NE1056  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 NE1056
 NE1056  VERT ORDER  -  FIRST     CLASS II
 NE1056
 NE1056.The horizontal coordinates were scaled from a topographic map and have
 NE1056.an estimated accuracy of +/- 6 seconds.
 NE1056
 NE1056.The orthometric height was determined by differential leveling
 NE1056.and adjusted by the National Geodetic Survey in June 1991..
 NE1056
 NE1056.The geoid height was determined by GEOID03.
 NE1056
 NE1056.The dynamic height is computed by dividing the NAVD 88
 NE1056.geopotential number by the normal gravity value computed on the
 NE1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1056.degrees latitude (g = 980.6199 gals.).
 NE1056
 NE1056.The modeled gravity was interpolated from observed gravity values.
 NE1056
 NE1056;                    North         East    Units  Estimated Accuracy
 NE1056;SPC MI S     -    98,280.    4,036,920.      MT  (+/- 180 meters Scaled)
 NE1056
 NE1056                          SUPERSEDED SURVEY CONTROL
 NE1056
 NE1056  NGVD 29 (01/19/93)  263.005  (m)          862.88   (f) ADJUSTED    1 2
 NE1056
 NE1056.Superseded values are not recommended for survey control.
 NE1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1056.See file dsdata.txt to determine how the superseded data were derived.
 NE1056
 NE1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG597965(NAD 83)
 NE1056_MARKER: I = METAL ROD
 NE1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1056_SP_SET: STAINLESS STEEL ROD
 NE1056_STAMPING: F 331 1985
 NE1056_MARK LOGO: NGS   
 NE1056_PROJECTION: FLUSH
 NE1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1056_ROD/PIPE-DEPTH: 21.9 meters
 NE1056
 NE1056  HISTORY     - Date     Condition        Report By
 NE1056  HISTORY     - 1985     MONUMENTED       NGS
 NE1056  HISTORY     - 19981025 GOOD             USPSQD
 NE1056
 NE1056                          STATION DESCRIPTION
 NE1056
 NE1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1056'5.9 KM (3.65 MI) NW FROM DEXTER.
 NE1056'5.9 KM (3.65 MI) NORTHWESTERLY ALONG DEXTER-PINCKNEY ROAD FROM ITS
 NE1056'JUNCTION WITH DEXTER-CHELSEA ROAD IN DEXTER, 0.4 KM (0.25 MI) SOUTH OF
 NE1056'THE INTERSECTION OF NORTH TERRITORIAL ROAD, 37.8 M (124.0 FT) NORTH OF
 NE1056'THE CENTER OF A DRIVEWAY LEADING TO 6780 DEXTER-PINCKNEY ROAD, 30.2 M
 NE1056'(99.1 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO 6780
 NE1056'DEXTER-PINCKNEY ROAD, AND 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF
 NE1056'THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NE1056'CAP.
 NE1056'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NE1056'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE1056
 NE1056                          STATION RECOVERY (1998)
 NE1056
 NE1056'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7983 ***********************************************************************
 AH7983  DESIGNATION -  F 332
 AH7983  PID         -  AH7983
 AH7983  STATE/COUNTY-  MI/JACKSON
 AH7983  USGS QUAD   -  JACKSON NORTH (1976)
 AH7983
 AH7983                         *CURRENT SURVEY CONTROL
 AH7983  ___________________________________________________________________
 AH7983* NAD 83(1986)-  42 22 05.     (N)    084 25 43.     (W)     SCALED    
 AH7983* NAVD 88     -       293.496  (meters)     962.91   (feet)  ADJUSTED  
 AH7983  ___________________________________________________________________
 AH7983  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 AH7983  DYNAMIC HT  -         293.396 (meters)     962.58  (feet)  COMP
 AH7983  MODELED GRAV-     980,274.8   (mgal)                       NAVD 88
 AH7983
 AH7983  VERT ORDER  -  FIRST     CLASS II
 AH7983
 AH7983.The horizontal coordinates were scaled from a topographic map and have
 AH7983.an estimated accuracy of +/- 6 seconds.
 AH7983
 AH7983.The orthometric height was determined by differential leveling
 AH7983.and adjusted by the National Geodetic Survey in January 2002..
 AH7983
 AH7983.The geoid height was determined by GEOID03.
 AH7983
 AH7983.The dynamic height is computed by dividing the NAVD 88
 AH7983.geopotential number by the normal gravity value computed on the
 AH7983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7983.degrees latitude (g = 980.6199 gals.).
 AH7983
 AH7983.The modeled gravity was interpolated from observed gravity values.
 AH7983
 AH7983;                    North         East    Units  Estimated Accuracy
 AH7983;SPC MI S     -    96,420.    3,994,900.      MT  (+/- 180 meters Scaled)
 AH7983
 AH7983                          SUPERSEDED SURVEY CONTROL
 AH7983
 AH7983.No superseded survey control is available for this station.
 AH7983
 AH7983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM117938(NAD 83)
 AH7983_MARKER: F = FLANGE-ENCASED ROD
 AH7983_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7983_STAMPING: F 332 1992
 AH7983_MARK LOGO: NGS   
 AH7983_PROJECTION: FLUSH
 AH7983_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7983+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 AH7983_ROD/PIPE-DEPTH: 10.2 meters
 AH7983
 AH7983  HISTORY     - Date     Condition        Report By
 AH7983  HISTORY     - 1992     MONUMENTED       NGS
 AH7983  HISTORY     - 20000616 GOOD             NGS
 AH7983
 AH7983                          STATION DESCRIPTION
 AH7983
 AH7983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7983'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7983'LESLIE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG MILL STREET, THENCE 9.1
 AH7983'KM (5.65 MI) SOUTHERLY ALONG RUSSELL STREET (STATE ROAD) , 23.3 M
 AH7983'(76.4 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AH7983'HIGHWAY 127, 16.9 M (55.4 FT) NORTH OF THE EXTENDED CENTER OF RIVES
 AH7983'EATON ROAD, 12.5 M (41.0 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 AH7983'1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, AND 0.7 M (2.3 FT) EAST OF A
 AH7983'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7983'5-INCH LOGO CAP.
 AH7983
 AH7983                          STATION RECOVERY (2000)
 AH7983
 AH7983'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7983'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7947 ***********************************************************************
 AH7947  DESIGNATION -  F 333
 AH7947  PID         -  AH7947
 AH7947  STATE/COUNTY-  MI/IONIA
 AH7947  USGS QUAD   -  EAGLE (1978)
 AH7947
 AH7947                         *CURRENT SURVEY CONTROL
 AH7947  ___________________________________________________________________
 AH7947* NAD 83(1986)-  42 49 54.     (N)    084 51 04.     (W)     SCALED    
 AH7947* NAVD 88     -       244.434  (meters)     801.95   (feet)  ADJUSTED  
 AH7947  ___________________________________________________________________
 AH7947  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 AH7947  DYNAMIC HT  -         244.366 (meters)     801.72  (feet)  COMP
 AH7947  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 AH7947
 AH7947  VERT ORDER  -  FIRST     CLASS II
 AH7947
 AH7947.The horizontal coordinates were scaled from a topographic map and have
 AH7947.an estimated accuracy of +/- 6 seconds.
 AH7947
 AH7947.The orthometric height was determined by differential leveling
 AH7947.and adjusted by the National Geodetic Survey in January 2002..
 AH7947
 AH7947.The geoid height was determined by GEOID03.
 AH7947
 AH7947.The dynamic height is computed by dividing the NAVD 88
 AH7947.geopotential number by the normal gravity value computed on the
 AH7947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7947.degrees latitude (g = 980.6199 gals.).
 AH7947
 AH7947.The modeled gravity was interpolated from observed gravity values.
 AH7947
 AH7947;                    North         East    Units  Estimated Accuracy
 AH7947;SPC MI S     -   148,030.    3,960,390.      MT  (+/- 180 meters Scaled)
 AH7947
 AH7947                          SUPERSEDED SURVEY CONTROL
 AH7947
 AH7947.No superseded survey control is available for this station.
 AH7947
 AH7947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN756443(NAD 83)
 AH7947_MARKER: F = FLANGE-ENCASED ROD
 AH7947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7947_STAMPING: F 333 1992
 AH7947_MARK LOGO: NGS   
 AH7947_PROJECTION: FLUSH
 AH7947_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7947+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7947_ROD/PIPE-DEPTH: 5.5  meters
 AH7947
 AH7947  HISTORY     - Date     Condition        Report By
 AH7947  HISTORY     - 1992     MONUMENTED       NGS
 AH7947  HISTORY     - 19990408 GOOD             NGS
 AH7947
 AH7947                          STATION DESCRIPTION
 AH7947
 AH7947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7947'4.1 KM (2.55 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7947'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 15.6 M (51.2
 AH7947'FT) NORTHEAST OF THE AVENUE CENTERLINE, 15.5 M (50.9 FT) SOUTHEAST OF
 AH7947'THE CENTER OF A FIELD ENTRANCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 AH7947'POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 AH7947'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7947
 AH7947                          STATION RECOVERY (1999)
 AH7947
 AH7947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7947'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0487 ***********************************************************************
 NG0487  DESIGNATION -  F 334
 NG0487  PID         -  NG0487
 NG0487  STATE/COUNTY-  MI/VAN BUREN
 NG0487  USGS QUAD   -  BANGOR (1981)
 NG0487
 NG0487                         *CURRENT SURVEY CONTROL
 NG0487  ___________________________________________________________________
 NG0487* NAD 83(1986)-  42 18 12.     (N)    086 06 32.     (W)     SCALED    
 NG0487* NAVD 88     -       202.879  (meters)     665.61   (feet)  ADJUSTED  
 NG0487  ___________________________________________________________________
 NG0487  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NG0487  DYNAMIC HT  -         202.820 (meters)     665.42  (feet)  COMP
 NG0487  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 NG0487
 NG0487  VERT ORDER  -  FIRST     CLASS II
 NG0487
 NG0487.The horizontal coordinates were scaled from a topographic map and have
 NG0487.an estimated accuracy of +/- 6 seconds.
 NG0487
 NG0487.The orthometric height was determined by differential leveling
 NG0487.and adjusted by the National Geodetic Survey in June 1991..
 NG0487
 NG0487.The geoid height was determined by GEOID03.
 NG0487
 NG0487.The dynamic height is computed by dividing the NAVD 88
 NG0487.geopotential number by the normal gravity value computed on the
 NG0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0487.degrees latitude (g = 980.6199 gals.).
 NG0487
 NG0487.The modeled gravity was interpolated from observed gravity values.
 NG0487
 NG0487;                    North         East    Units  Estimated Accuracy
 NG0487;SPC MI S     -    90,720.    3,856,360.      MT  (+/- 180 meters Scaled)
 NG0487
 NG0487                          SUPERSEDED SURVEY CONTROL
 NG0487
 NG0487  NGVD 29 (01/19/93)  203.010  (m)          666.04   (f) ADJUSTED    1 2
 NG0487
 NG0487.Superseded values are not recommended for survey control.
 NG0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0487.See file dsdata.txt to determine how the superseded data were derived.
 NG0487
 NG0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734838(NAD 83)
 NG0487_MARKER: I = METAL ROD
 NG0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0487_SP_SET: STAINLESS STEEL ROD
 NG0487_STAMPING: F 334 1985
 NG0487_MARK LOGO: NGS   
 NG0487_PROJECTION: FLUSH
 NG0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0487_ROD/PIPE-DEPTH: 17.1 meters
 NG0487
 NG0487  HISTORY     - Date     Condition        Report By
 NG0487  HISTORY     - 1985     MONUMENTED       NGS
 NG0487  HISTORY     - 20000803 GOOD             MI-159
 NG0487
 NG0487                          STATION DESCRIPTION
 NG0487
 NG0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0487'15.5 KM (9.65 MI) SOUTH FROM GRAND JUNCTION.
 NG0487'11.3 KM (7.0 MI) SOUTHERLY ALONG COUNTY ROAD 215 FROM ITS JUNCTION
 NG0487'WITH COUNTY ROAD 388 IN GRAND JUNCTION, THENCE 3.2 KM (2.0 MI)
 NG0487'WESTERLY ALONG STATE HIGHWAY 43, THENCE 1.0 KM (0.6 MI) SOUTH ALONG
 NG0487'COUNTY ROAD 681, OR 5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY
 NG0487'FROM THE CITY HALL IN HARTFORD, THENCE 9.7 KM (6.0 MI) NORTHERLY ALONG
 NG0487'COUNTY ROAD 681, 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF THE ROAD,
 NG0487'8.5 M (27.9 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVELED ROAD
 NG0487'LEADING WEST, 7.4 M (24.3 FT) EAST OF THE EAST LEG OF A HIGHWAY
 NG0487'INFORMATION SIGN, AND 0.9 M (3.0 FT) NORTH OF A UTILITY POLE WITH 2
 NG0487'GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NG0487'CAP.
 NG0487'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NG0487
 NG0487                          STATION RECOVERY (2000)
 NG0487
 NG0487'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0487'6 MILES NORTH ON CR 681 FROM COUNTY FAIRGROUNDS. OK FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1207 ***********************************************************************
 NF1207  DESIGNATION -  F 335
 NF1207  PID         -  NF1207
 NF1207  STATE/COUNTY-  MI/KALAMAZOO
 NF1207  USGS QUAD   -  GALESBURG (1985)
 NF1207
 NF1207                         *CURRENT SURVEY CONTROL
 NF1207  ___________________________________________________________________
 NF1207* NAD 83(1986)-  42 17 28.     (N)    085 24 51.     (W)     SCALED    
 NF1207* NAVD 88     -       242.291  (meters)     794.92   (feet)  ADJUSTED  
 NF1207  ___________________________________________________________________
 NF1207  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1207  DYNAMIC HT  -         242.215 (meters)     794.67  (feet)  COMP
 NF1207  MODELED GRAV-     980,305.1   (mgal)                       NAVD 88
 NF1207
 NF1207  VERT ORDER  -  FIRST     CLASS II
 NF1207
 NF1207.The horizontal coordinates were scaled from a topographic map and have
 NF1207.an estimated accuracy of +/- 6 seconds.
 NF1207
 NF1207.The orthometric height was determined by differential leveling
 NF1207.and adjusted by the National Geodetic Survey in June 1991..
 NF1207
 NF1207.The geoid height was determined by GEOID03.
 NF1207
 NF1207.The dynamic height is computed by dividing the NAVD 88
 NF1207.geopotential number by the normal gravity value computed on the
 NF1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1207.degrees latitude (g = 980.6199 gals.).
 NF1207
 NF1207.The modeled gravity was interpolated from observed gravity values.
 NF1207
 NF1207;                    North         East    Units  Estimated Accuracy
 NF1207;SPC MI S     -    88,410.    3,913,620.      MT  (+/- 180 meters Scaled)
 NF1207
 NF1207                          SUPERSEDED SURVEY CONTROL
 NF1207
 NF1207  NGVD 29 (01/19/93)  242.423  (m)          795.35   (f) ADJUSTED    1 2
 NF1207
 NF1207.Superseded values are not recommended for survey control.
 NF1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1207.See file dsdata.txt to determine how the superseded data were derived.
 NF1207
 NF1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM307833(NAD 83)
 NF1207_MARKER: I = METAL ROD
 NF1207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1207_SP_SET: STAINLESS STEEL ROD
 NF1207_STAMPING: F 335 1985
 NF1207_MARK LOGO: NGS   
 NF1207_PROJECTION: FLUSH
 NF1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1207_ROD/PIPE-DEPTH: 24.4 meters
 NF1207
 NF1207  HISTORY     - Date     Condition        Report By
 NF1207  HISTORY     - 1985     MONUMENTED       NGS
 NF1207  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF1207
 NF1207                          STATION DESCRIPTION
 NF1207
 NF1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1207'IN GALESBURG.
 NF1207'IN GALESBURG, AT THE INTERSECTION OF MICHIGAN AVENUE AND THE CONRAIL
 NF1207'RAILROAD, 45.0 M (147.6 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE,
 NF1207'9.4 M (30.8 FT) SOUTHEAST OF THE NEAR RAIL, AND 1.0 M (3.3 FT)
 NF1207'SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1207'THROUGH A 5-INCH LOGO CAP.
 NF1207'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NF1207
 NF1207                          STATION RECOVERY (2003)
 NF1207
 NF1207'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1207'ROAD IN THIS AREA HAS BEEN RECENTLY WIDENED WITH UTILITY POLES
 NF1207'REPLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1189 ***********************************************************************
 NF1189  DESIGNATION -  F 336
 NF1189  PID         -  NF1189
 NF1189  STATE/COUNTY-  MI/CALHOUN
 NF1189  USGS QUAD   -  CERESCO (1985)
 NF1189
 NF1189                         *CURRENT SURVEY CONTROL
 NF1189  ___________________________________________________________________
 NF1189* NAD 83(1986)-  42 17 57.     (N)    085 05 08.     (W)     SCALED    
 NF1189* NAVD 88     -       270.843  (meters)     888.59   (feet)  ADJUSTED  
 NF1189  ___________________________________________________________________
 NF1189  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1189  DYNAMIC HT  -         270.755 (meters)     888.30  (feet)  COMP
 NF1189  MODELED GRAV-     980,289.0   (mgal)                       NAVD 88
 NF1189
 NF1189  VERT ORDER  -  FIRST     CLASS II
 NF1189
 NF1189.The horizontal coordinates were scaled from a topographic map and have
 NF1189.an estimated accuracy of +/- 6 seconds.
 NF1189
 NF1189.The orthometric height was determined by differential leveling
 NF1189.and adjusted by the National Geodetic Survey in June 1991..
 NF1189
 NF1189.The geoid height was determined by GEOID03.
 NF1189
 NF1189.The dynamic height is computed by dividing the NAVD 88
 NF1189.geopotential number by the normal gravity value computed on the
 NF1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1189.degrees latitude (g = 980.6199 gals.).
 NF1189
 NF1189.The modeled gravity was interpolated from observed gravity values.
 NF1189
 NF1189;                    North         East    Units  Estimated Accuracy
 NF1189;SPC MI S     -    89,020.    3,940,720.      MT  (+/- 180 meters Scaled)
 NF1189
 NF1189                          SUPERSEDED SURVEY CONTROL
 NF1189
 NF1189  NGVD 29 (01/19/93)  270.977  (m)          889.03   (f) ADJUSTED    1 2
 NF1189
 NF1189.Superseded values are not recommended for survey control.
 NF1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1189.See file dsdata.txt to determine how the superseded data were derived.
 NF1189
 NF1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM578847(NAD 83)
 NF1189_MARKER: DB = BENCH MARK DISK
 NF1189_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1189_SP_SET: PIER
 NF1189_STAMPING: F 336 1985
 NF1189_MARK LOGO: NGS   
 NF1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1189+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1189
 NF1189  HISTORY     - Date     Condition        Report By
 NF1189  HISTORY     - 1985     MONUMENTED       NGS
 NF1189  HISTORY     - 19970308 GOOD             USPSQD
 NF1189  HISTORY     - 20011128 GOOD             NGS
 NF1189  HISTORY     - 20050901 GOOD             INDIV
 NF1189  HISTORY     - 20051009 GOOD             INDIV
 NF1189
 NF1189                          STATION DESCRIPTION
 NF1189
 NF1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1189'8.2 KM (5.1 MI) EAST FROM BATTLE CREEK.
 NF1189'8.2 KM (5.1 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL IN
 NF1189'BATTLE CREEK, SET VERTICALLY IN THE NORTHEST FACE OF THE MOST
 NF1189'NORTHEASTERLY 1 OF 5 COLUMNS OF THE AVENUE OVERPASS OF INTERSTATE
 NF1189'HIGHWAY 94 (EXIT 103), 9.9 M (32.5 FT) SOUTHEAST OF THE CENTERLINE OF
 NF1189'THE EAST BOUND LANES OF THE HIGHWAY, AND 9.8 M (32.2 FT) NORTHEAST OF
 NF1189'THE CENTER OF THE AVENUE.
 NF1189'THE MARK IS 1.5 M ABOVE THE GROUND.
 NF1189
 NF1189                          STATION RECOVERY (1997)
 NF1189
 NF1189'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2001)
 NF1189
 NF1189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1189'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1189
 NF1189                          STATION RECOVERY (2005)
 NF1189
 NF1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1189'RECOVERED IN GOOD CONDITION.
 NF1189
 NF1189                          STATION RECOVERY (2005)
 NF1189
 NF1189'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLF)
 NF1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1027 ***********************************************************************
 NE1027  CBN         -  This is a Cooperative Base Network Control Station.
 NE1027  DESIGNATION -  F 337
 NE1027  PID         -  NE1027
 NE1027  STATE/COUNTY-  MI/WAYNE
 NE1027  USGS QUAD   -  YPSILANTI EAST (1983)
 NE1027
 NE1027                         *CURRENT SURVEY CONTROL
 NE1027  ___________________________________________________________________
 NE1027* NAD 83(1994)-  42 13 10.41653(N)    083 30 40.50656(W)     ADJUSTED  
 NE1027* NAVD 88     -       212.637  (meters)     697.63   (feet)  ADJUSTED  
 NE1027  ___________________________________________________________________
 NE1027  X           -     534,616.171 (meters)                     COMP
 NE1027  Y           -  -4,700,472.712 (meters)                     COMP
 NE1027  Z           -   4,263,815.963 (meters)                     COMP
 NE1027  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 NE1027  ELLIP HEIGHT-         178.31  (meters)          (06/11/02) GPS OBS
 NE1027  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 NE1027  DYNAMIC HT  -         212.570 (meters)     697.41  (feet)  COMP
 NE1027  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NE1027  OBS GRAVITY -     980,301.4   (mgal)                       GRAV_OBS
 NE1027
 NE1027  HORZ ORDER  -  B
 NE1027  VERT ORDER  -  FIRST     CLASS II
 NE1027  ELLP ORDER  -  FOURTH    CLASS I
 NE1027
 NE1027.The horizontal coordinates were established by GPS observations
 NE1027.and adjusted by the National Geodetic Survey in September 1995..
 NE1027
 NE1027.The orthometric height was determined by differential leveling
 NE1027.and adjusted by the National Geodetic Survey in June 1991..
 NE1027
 NE1027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1027
 NE1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1027
 NE1027.The ellipsoidal height was determined by GPS observations
 NE1027.and is referenced to NAD 83.
 NE1027
 NE1027.The geoid height was determined by GEOID03.
 NE1027
 NE1027.The dynamic height is computed by dividing the NAVD 88
 NE1027.geopotential number by the normal gravity value computed on the
 NE1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1027.degrees latitude (g = 980.6199 gals.).
 NE1027
 NE1027.The modeled gravity was interpolated from observed gravity values.
 NE1027.The observed gravity was obtained from relative gravimeter ties
 NE1027.to the IGSN71 gravity network.
 NE1027
 NE1027;                    North         East     Units Scale Factor Converg.
 NE1027;SPC MI S     -    80,286.484 4,070,624.557   MT  0.99997384   +0 34 55.7
 NE1027;SPC MI S     -   263,407.10 13,355,067.44   iFT  0.99997384   +0 34 55.7
 NE1027;UTM  17      - 4,677,207.470   292,734.021   MT  1.00012861   -1 41 17.1
 NE1027
 NE1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1027!SPC MI S     -   0.99997204  x   0.99997384  =   0.99994588
 NE1027!UTM  17      -   0.99997204  x   1.00012861  =   1.00010064
 NE1027
 NE1027                          SUPERSEDED SURVEY CONTROL
 NE1027
 NE1027  ELLIP H (09/20/95)  178.32   (m)                       GP(       ) 1 2
 NE1027  NAD 83(1986)-  42 13 10.42375(N)    083 30 40.53514(W) AD(       ) 1
 NE1027  NAD 83(1986)-  42 13 10.42214(N)    083 30 40.53071(W) AD(       ) 1
 NE1027  NAVD 88 (09/30/94)  212.64   (m)          697.6    (f) LEVELING    3  
 NE1027  NGVD 29 (01/19/93)  212.768  (m)          698.06   (f) ADJUSTED    1 2
 NE1027
 NE1027.Superseded values are not recommended for survey control.
 NE1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1027.See file dsdata.txt to determine how the superseded data were derived.
 NE1027
 NE1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9273477207(NAD 83)
 NE1027_MARKER: F = FLANGE-ENCASED ROD
 NE1027_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1027_SP_SET: STAINLESS STEEL ROD
 NE1027_STAMPING: F 337 1985
 NE1027_MARK LOGO: NGS   
 NE1027_PROJECTION: FLUSH
 NE1027_MAGNETIC: P = MARKER IS A STEEL PIPE
 NE1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1027+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 NE1027_ROD/PIPE-DEPTH: 11.6 meters
 NE1027_SLEEVE-DEPTH  : 69 meters
 NE1027
 NE1027  HISTORY     - Date     Condition        Report By
 NE1027  HISTORY     - 1985     MONUMENTED       NGS
 NE1027  HISTORY     - 19930518 GOOD             LOCENG
 NE1027  HISTORY     - 19930518 GOOD             LOCENG
 NE1027  HISTORY     - 19931017 GOOD             WADTRI
 NE1027  HISTORY     - 19931101 GOOD             AYLENO
 NE1027  HISTORY     - 19940620 GOOD             MIDT
 NE1027  HISTORY     - 19940826 GOOD             NGS
 NE1027  HISTORY     - 19940922 GOOD             WADTRI
 NE1027  HISTORY     - 19961013 GOOD             OHM
 NE1027  HISTORY     - 20010227 GOOD             OHM
 NE1027  HISTORY     - 20010426 GOOD             LOCENG
 NE1027  HISTORY     - 20031215 GOOD             ROWEIN
 NE1027  HISTORY     - 20051216 GOOD             INDIV
 NE1027
 NE1027                          STATION DESCRIPTION
 NE1027
 NE1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1027'24.8 KM (15.4 MI) EAST FROM ANN ARBOR.
 NE1027'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1027'HURON STREET IN ANN ARBOR, THENCE 19.9 KM (12.35 MI) WESTERLY ALONG
 NE1027'INTERSTATE HIGHWAY 94, OR 24.9 KM (15.45 MI) WESTERLY ALONG INTERSTATE
 NE1027'HIGHWAY 94 FROM ITS JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK,
 NE1027'0.7 KM (0.45 MI) EAST OF THE CENTER OF A REST AREA, 31.1 M (102.0 FT)
 NE1027'NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, 18.0 M
 NE1027'(59.1 FT) NORTH OF THE NORTH LEG OF A HIGHWAY INFORMATION SIGN (REST
 NE1027'AREA), AND 7.6 M (24.9 FT) SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD.
 NE1027'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1027'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NE1027'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1993)
 NE1027
 NE1027'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1994)
 NE1027
 NE1027'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 NE1027'STATION IS IN QUAD 420833 ON THE YPSILANTI EAST QUADRANGLE MAP. IT IS
 NE1027'IN THE SOUTHEAST 1/4 OF SECTION 18, T-3-S, R-8-E, VAN BUREN TOWNSHIP.
 NE1027'ABOUT 3.0 MI (4.8 KM) NORTHWEST OF BELLEVILLE, 5.0 MI (8.0 KM) EAST OF
 NE1027'YPSILANTI, 11.0 MI (17.7 KM) SOUTH OF PLYMOUTH, AND ON HIGHWAY
 NE1027'RIGHT-OF-WAY. TO REACH FROM THE JUNCTION OF INTERSTATE 94 AND
 NE1027'RAWSONVILLE ROAD, GO NORTH ALONG RAWSONVILLE ROAD FOR 0.2 MI (0.3 KM)
 NE1027'TO THE INTERSECTION OF INTERSTATE 94 NORTH SERVICE ROAD.  TURN RIGHT
 NE1027'AND GO EAST ALONG THE SERVICE ROAD FOR 0.9 MI (1.4 KM) TO THE STATION
 NE1027'ON THE RIGHT JUST OVER THE FENCE AS DESCRIBED. STATION IS 78.5 FT
 NE1027'(23.9 M) SOUTHEAST FROM A FIRE HYDRANT, 62.5 FT (19.1 M) NORTH FROM
 NE1027'THE NORTH EDGE OF CONCRETE SHOULDER FOR INTERSTATE 94 WESTBOUND, 24.0
 NE1027'FT (7.3 M) SOUTH FROM THE CENTER OF THE SERVICE ROAD, 1.0 FT (0.3 M)
 NE1027'SOUTH OF RIGHT-OF-WAY FENCE, AND 1.0 FT (0.3 M) SOUTH FROM A CARSONITE
 NE1027'WITNESS POST.
 NE1027
 NE1027                          STATION RECOVERY (1994)
 NE1027
 NE1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1027'STATION IS LOCATED ABOUT 7 KM (4.35 MI) EAST OF YPSILANTI, 6 KM (3.70
 NE1027'MI) WEST-SOUTHWEST OF ROMULUS, ON INTERSTATE HIGHWAY RIGHT-OF-WAY, IN
 NE1027'THE SOUTHEAST 1/4 OF SECTION 17, T 3 S, R 8 E, VAN BUREN TOWNSHIP,
 NE1027'YPSILANTI EAST QUADRANGLE MAP AND IN QUAD 420832. OWNERSHIP--MICHIGAN
 NE1027'DEPARTMENT OF TRANSPORTATION.  TO REACH THE STATION FROM THE JUNCTION
 NE1027'OF INTERSTATE HIGHWAY 275 AND INTERSTATE HIGHWAY 94 IN WEST DETROIT,
 NE1027'GO WEST ON INTERSTATE HIGHWAY 94 FOR 1.4 MI (2.3 KM) TO HAGGERTY
 NE1027'HIGHWAY (EXIT 192) .  CONTINUE AHEAD AND GO WEST FOR 2.4 MI (3.9 KM)
 NE1027'ON INTERSTATE 94 TO BELLEVIEW ROAD (EXIT 190) .  CONTINUE AHEAD AND GO
 NE1027'WEST ON INTERSTATE 94 FOR 1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT
 NE1027'NEAR RIGHT-OF-WAY FENCE, JUST BEFORE A HIGHWAY INFORMATION (REST AREA)
 NE1027'SIGN.  STATION IS 102.0 FT (31.1 M) NORTH OF THE CENTER OF THE
 NE1027'WESTBOUND LANES OF HIGHWAY 94, 98.5 FT (30.0 M) NORTHEAST OF THE NORTH
 NE1027'LEG OF A HIGHWAY INFORMATION SIGN (REST AREA) , 24.9 FT (7.6 M) SOUTH
 NE1027'OF THE CENTERLINE OF A FRONTAGE ROAD, 1.0 FT (0.3 M) SOUTH OF A
 NE1027'WITNESS POST AND FENCE AND 5.2 FT (1.6 M) ABOVE THE HEIGHT OF THE
 NE1027'INTERSTATE HIGHWAY 94.
 NE1027
 NE1027                          STATION RECOVERY (1994)
 NE1027
 NE1027'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (1996)
 NE1027
 NE1027'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1996 (KSW)
 NE1027'RECOVERED AS DESCRIBED.
 NE1027
 NE1027                          STATION RECOVERY (2001)
 NE1027
 NE1027'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2001
 NE1027'RECOVERED AS DESCRIBED
 NE1027
 NE1027                          STATION RECOVERY (2001)
 NE1027
 NE1027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (KTR)
 NE1027'STATION WAS RECOVERED ON 04-03-2001 BY LOCAL SURVEY FIRM,
 NE1027'PROFESSIONAL ENGINEERING, INC. (KTR) IN GOOD CONDITION.  STATION IS
 NE1027'GOOD TO USE FOR G.P.S.
 NE1027' 
 NE1027'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1027'
 NE1027
 NE1027                          STATION RECOVERY (2003)
 NE1027
 NE1027'RECOVERY NOTE BY ROWE INCORPORATED 2003 (BAB)
 NE1027'STATION IS 30 FEET WEST OF AN 8 INCH PINE
 NE1027
 NE1027                          STATION RECOVERY (2005)
 NE1027
 NE1027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CAA)
 NE1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1001 ***********************************************************************
 NE1001  DESIGNATION -  F 338
 NE1001  PID         -  NE1001
 NE1001  STATE/COUNTY-  MI/WAYNE
 NE1001  USGS QUAD   -  DETROIT (1980)
 NE1001
 NE1001                         *CURRENT SURVEY CONTROL
 NE1001  ___________________________________________________________________
 NE1001* NAD 83(1986)-  42 18 29.     (N)    083 06 10.     (W)     SCALED    
 NE1001* NAVD 88     -       178.988  (meters)     587.23   (feet)  ADJUSTED  
 NE1001  ___________________________________________________________________
 NE1001  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE1001  DYNAMIC HT  -         178.934 (meters)     587.05  (feet)  COMP
 NE1001  MODELED GRAV-     980,319.4   (mgal)                       NAVD 88
 NE1001
 NE1001  VERT ORDER  -  FIRST     CLASS II
 NE1001
 NE1001.The horizontal coordinates were scaled from a topographic map and have
 NE1001.an estimated accuracy of +/- 6 seconds.
 NE1001
 NE1001.The orthometric height was determined by differential leveling
 NE1001.and adjusted by the National Geodetic Survey in June 1991..
 NE1001
 NE1001.The geoid height was determined by GEOID03.
 NE1001
 NE1001.The dynamic height is computed by dividing the NAVD 88
 NE1001.geopotential number by the normal gravity value computed on the
 NE1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1001.degrees latitude (g = 980.6199 gals.).
 NE1001
 NE1001.The modeled gravity was interpolated from observed gravity values.
 NE1001
 NE1001;                    North         East    Units  Estimated Accuracy
 NE1001;SPC MI S     -    90,540.    4,104,200.      MT  (+/- 180 meters Scaled)
 NE1001
 NE1001                          SUPERSEDED SURVEY CONTROL
 NE1001
 NE1001  NGVD 29 (01/19/93)  179.158  (m)          587.79   (f) ADJUSTED    1 2
 NE1001
 NE1001.Superseded values are not recommended for survey control.
 NE1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1001.See file dsdata.txt to determine how the superseded data were derived.
 NE1001
 NE1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG266861(NAD 83)
 NE1001_MARKER: DB = BENCH MARK DISK
 NE1001_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1001_SP_SET: BRIDGE ABUTMENT
 NE1001_STAMPING: F 338 1985
 NE1001_MARK LOGO: NGS   
 NE1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1001+STABILITY: POSITION/ELEVATION WELL
 NE1001
 NE1001  HISTORY     - Date     Condition        Report By
 NE1001  HISTORY     - 1985     MONUMENTED       NGS
 NE1001  HISTORY     - 20020511 GOOD             OHM
 NE1001
 NE1001                          STATION DESCRIPTION
 NE1001
 NE1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1001'IN DETROIT.
 NE1001'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND DRAGOON
 NE1001'STREET, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF
 NE1001'THE SOUTHEAST CONCRETE ABUTMENT OF THE DRAGOON STREET OVERPASS OF THE
 NE1001'HIGHWAY, 23.6 M (77.4 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST
 NE1001'BOUND LANES OF THE HIGHWAY, AND 15.7 M (51.6 FT) NORTHEAST OF THE
 NE1001'CENTER OF THE STREET.
 NE1001'THE MARK IS 1.5 M BELOW THE STREET.
 NE1001
 NE1001                          STATION RECOVERY (2002)
 NE1001
 NE1001'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2002 (GC)
 NE1001'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0727 ***********************************************************************
 RJ0727  DESIGNATION -  F 339
 RJ0727  PID         -  RJ0727
 RJ0727  STATE/COUNTY-  MI/CHIPPEWA
 RJ0727  USGS QUAD   -  MUNUSCONG (1976)
 RJ0727
 RJ0727                         *CURRENT SURVEY CONTROL
 RJ0727  ___________________________________________________________________
 RJ0727* NAD 83(1986)-  46 09 39.     (N)    084 08 12.     (W)     SCALED    
 RJ0727* NAVD 88     -       178.280  (meters)     584.91   (feet)  ADJUSTED  
 RJ0727  ___________________________________________________________________
 RJ0727  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0727  DYNAMIC HT  -         178.287 (meters)     584.93  (feet)  COMP
 RJ0727  MODELED GRAV-     980,649.3   (mgal)                       NAVD 88
 RJ0727
 RJ0727  VERT ORDER  -  SECOND    CLASS I
 RJ0727
 RJ0727.The horizontal coordinates were scaled from a topographic map and have
 RJ0727.an estimated accuracy of +/- 6 seconds.
 RJ0727
 RJ0727.The orthometric height was determined by differential leveling
 RJ0727.and adjusted by the National Geodetic Survey in June 1991..
 RJ0727
 RJ0727.The geoid height was determined by GEOID03.
 RJ0727
 RJ0727.The dynamic height is computed by dividing the NAVD 88
 RJ0727.geopotential number by the normal gravity value computed on the
 RJ0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0727.degrees latitude (g = 980.6199 gals.).
 RJ0727
 RJ0727.The modeled gravity was interpolated from observed gravity values.
 RJ0727
 RJ0727;                    North         East    Units  Estimated Accuracy
 RJ0727;SPC MI N     -   157,090.    8,221,090.      MT  (+/- 180 meters Scaled)
 RJ0727
 RJ0727                          SUPERSEDED SURVEY CONTROL
 RJ0727
 RJ0727.No superseded survey control is available for this station.
 RJ0727
 RJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS210159(NAD 83)
 RJ0727_MARKER: DB = BENCH MARK DISK
 RJ0727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0727_SP_SET: STAINLESS STEEL ROD
 RJ0727_STAMPING: F 339 1986
 RJ0727_MARK LOGO: NOS   
 RJ0727_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0727_ROD/PIPE-DEPTH: 8.2  meters
 RJ0727
 RJ0727  HISTORY     - Date     Condition        Report By
 RJ0727  HISTORY     - 1986     MONUMENTED       NOS
 RJ0727  HISTORY     - 1986     MARK NOT FOUND   NOS
 RJ0727
 RJ0727                          STATION DESCRIPTION
 RJ0727
 RJ0727'DESCRIBED BY NATIONAL OCEAN SERVICE 1986
 RJ0727'17.4 KM (10.8 MI) EAST FROM PICKFORD.
 RJ0727'17.3 KM (10.75 MI) EAST LONG GOGOMAN ROAD FROM THE POST OFFICE IN
 RJ0727'PICKFORD, THENCE 0.4 KM (0.25 MI) NORTH ALONG A DIRT ROAD, AT HARVEYS
 RJ0727'RESORT, 4.5 M (14.8 FT) EAST OF UTILITY POLE NUMBER PD255129, AND 3.9
 RJ0727'M (12.8 FT) WEST OF THE CENTERLINE OF THE ROAD.
 RJ0727'THE MARK IS 0.3 M BELOW THE ROAD.
 RJ0727
 RJ0727                          STATION RECOVERY (1986)
 RJ0727
 RJ0727'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 RJ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0243 ***********************************************************************
 OJ0243  DESIGNATION -  F 34
 OJ0243  PID         -  OJ0243
 OJ0243  STATE/COUNTY-  MI/TUSCOLA
 OJ0243  USGS QUAD   -  SEBEWAING (1978)
 OJ0243
 OJ0243                         *CURRENT SURVEY CONTROL
 OJ0243  ___________________________________________________________________
 OJ0243* NAD 83(1986)-  43 42 15.     (N)    083 28 30.     (W)     SCALED    
 OJ0243* NAVD 88     -       178.986  (meters)     587.22   (feet)  ADJUSTED  
 OJ0243  ___________________________________________________________________
 OJ0243  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OJ0243  DYNAMIC HT  -         178.955 (meters)     587.12  (feet)  COMP
 OJ0243  MODELED GRAV-     980,440.6   (mgal)                       NAVD 88
 OJ0243
 OJ0243  VERT ORDER  -  FIRST     CLASS 0
 OJ0243
 OJ0243.The horizontal coordinates were scaled from a topographic map and have
 OJ0243.an estimated accuracy of +/- 6 seconds.
 OJ0243
 OJ0243.The orthometric height was determined by differential leveling
 OJ0243.and adjusted by the National Geodetic Survey in June 1991..
 OJ0243
 OJ0243.The geoid height was determined by GEOID03.
 OJ0243
 OJ0243.The dynamic height is computed by dividing the NAVD 88
 OJ0243.geopotential number by the normal gravity value computed on the
 OJ0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0243.degrees latitude (g = 980.6199 gals.).
 OJ0243
 OJ0243.The modeled gravity was interpolated from observed gravity values.
 OJ0243
 OJ0243;                    North         East    Units  Estimated Accuracy
 OJ0243;SPC MI S     -   245,230.    4,071,870.      MT  (+/- 180 meters Scaled)
 OJ0243
 OJ0243                          SUPERSEDED SURVEY CONTROL
 OJ0243
 OJ0243  NGVD 29 (??/??/92)  179.134  (m)          587.71   (f) ADJ UNCH    1 0
 OJ0243
 OJ0243.Superseded values are not recommended for survey control.
 OJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0243.See file dsdata.txt to determine how the superseded data were derived.
 OJ0243
 OJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ005419(NAD 83)
 OJ0243_MARKER: DB = BENCH MARK DISK
 OJ0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0243_STAMPING: F 34 1934
 OJ0243_PROJECTION: FLUSH
 OJ0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0243+STABILITY: SURFACE MOTION
 OJ0243
 OJ0243  HISTORY     - Date     Condition        Report By
 OJ0243  HISTORY     - 1934     MONUMENTED       CGS
 OJ0243  HISTORY     - 1954     GOOD             NGS
 OJ0243  HISTORY     - 1976     GOOD             NOS
 OJ0243  HISTORY     - 19990530 GOOD             USPSQD
 OJ0243
 OJ0243                          STATION DESCRIPTION
 OJ0243
 OJ0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0243'2.3 MI S FROM SEBEWAING.
 OJ0243'IN TUSCOLA COUNTY, 2.3 MILES SOUTH ALONG THE PERE MARQUETTE
 OJ0243'RAILWAY FROM THE STATION AT SEBEWAING, HURON COUNTY, 100 YARDS
 OJ0243'SOUTHWEST OF THE WM. J. DEMO TWO-STORY FRAME HOUSE, AT A
 OJ0243'DIRT-ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OJ0243'27 FEET WEST OF THE WEST RAIL, 6 FEET NORTHEAST OF A WIRE FENCE
 OJ0243'CORNER, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OJ0243'DISK, STAMPED F 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0243
 OJ0243                          STATION RECOVERY (1954)
 OJ0243
 OJ0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OJ0243'RECOVERED IN GOOD CONDITION.
 OJ0243
 OJ0243                          STATION RECOVERY (1976)
 OJ0243
 OJ0243'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0243'2.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 OJ0243'STATION AT SEBEWAING,HURON COUNTY, AT THE NORTHWEST CORNER OF
 OJ0243'THE INTERSECTION OF BERGER ROAD, 30 FEET NORTH OF THE CENTERLINE
 OJ0243'OF THE ROAD, 27 FEET WEST OF THE WEST RAIL, AND 6 FEET NORTHEAST
 OJ0243'OF A FENCE CORNER.
 OJ0243'THE MARK IS 2 FT BELOW RAILS.
 OJ0243
 OJ0243                          STATION RECOVERY (1999)
 OJ0243
 OJ0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5049 ***********************************************************************
 AA5049  DESIGNATION -  F 340
 AA5049  PID         -  AA5049
 AA5049  STATE/COUNTY-  MI/MASON
 AA5049  USGS QUAD   -  TALLMAN (1987)
 AA5049
 AA5049                         *CURRENT SURVEY CONTROL
 AA5049  ___________________________________________________________________
 AA5049* NAD 83(1986)-  43 56 44.     (N)    086 04 08.     (W)     SCALED    
 AA5049* NAVD 88     -       217.900  (meters)     714.89   (feet)  ADJUSTED  
 AA5049  ___________________________________________________________________
 AA5049  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 AA5049  DYNAMIC HT  -         217.863 (meters)     714.77  (feet)  COMP
 AA5049  MODELED GRAV-     980,446.6   (mgal)                       NAVD 88
 AA5049
 AA5049  VERT ORDER  -  FIRST     CLASS II
 AA5049
 AA5049.The horizontal coordinates were scaled from a topographic map and have
 AA5049.an estimated accuracy of +/- 6 seconds.
 AA5049
 AA5049.The orthometric height was determined by differential leveling
 AA5049.and adjusted by the National Geodetic Survey in January 2002..
 AA5049
 AA5049.The geoid height was determined by GEOID03.
 AA5049
 AA5049.The dynamic height is computed by dividing the NAVD 88
 AA5049.geopotential number by the normal gravity value computed on the
 AA5049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5049.degrees latitude (g = 980.6199 gals.).
 AA5049
 AA5049.The modeled gravity was interpolated from observed gravity values.
 AA5049
 AA5049;                    North         East    Units  Estimated Accuracy
 AA5049;SPC MI C     -    71,320.    5,863,350.      MT  (+/- 180 meters Scaled)
 AA5049
 AA5049                          SUPERSEDED SURVEY CONTROL
 AA5049
 AA5049.No superseded survey control is available for this station.
 AA5049
 AA5049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP747662(NAD 83)
 AA5049_MARKER: I = METAL ROD
 AA5049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5049_STAMPING: F 340 1992
 AA5049_MARK LOGO: NGS   
 AA5049_PROJECTION: FLUSH
 AA5049_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5049+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5049_ROD/PIPE-DEPTH: 19.5 meters
 AA5049
 AA5049  HISTORY     - Date     Condition        Report By
 AA5049  HISTORY     - 1992     MONUMENTED       NGS
 AA5049  HISTORY     - 20031010 GOOD             USPSQD
 AA5049
 AA5049                          STATION DESCRIPTION
 AA5049
 AA5049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5049'12.5 KM (7.75 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5049'IN CUSTER, 13.8 M (45.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 13.2 M
 AA5049'(43.3 FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER C9100 1, 5.0 M
 AA5049'(16.4 FT) EAST OF THE CENTER OF A TRACK ROAD, 0.4 M (1.3 FT) NORTH OF
 AA5049'A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AA5049'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5049
 AA5049                          STATION RECOVERY (2003)
 AA5049
 AA5049'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7870 ***********************************************************************
 AH7870  DESIGNATION -  F 341
 AH7870  PID         -  AH7870
 AH7870  STATE/COUNTY-  MI/MECOSTA
 AH7870  USGS QUAD   -  REED CITY SOUTH (1987)
 AH7870
 AH7870                         *CURRENT SURVEY CONTROL
 AH7870  ___________________________________________________________________
 AH7870* NAD 83(1986)-  43 46 27.     (N)    085 30 13.     (W)     SCALED    
 AH7870* NAVD 88     -       288.858  (meters)     947.70   (feet)  ADJUSTED  
 AH7870  ___________________________________________________________________
 AH7870  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AH7870  DYNAMIC HT  -         288.808 (meters)     947.53  (feet)  COMP
 AH7870  MODELED GRAV-     980,438.1   (mgal)                       NAVD 88
 AH7870
 AH7870  VERT ORDER  -  FIRST     CLASS II
 AH7870
 AH7870.The horizontal coordinates were scaled from a topographic map and have
 AH7870.an estimated accuracy of +/- 6 seconds.
 AH7870
 AH7870.The orthometric height was determined by differential leveling
 AH7870.and adjusted by the National Geodetic Survey in January 2002..
 AH7870
 AH7870.The geoid height was determined by GEOID03.
 AH7870
 AH7870.The dynamic height is computed by dividing the NAVD 88
 AH7870.geopotential number by the normal gravity value computed on the
 AH7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7870.degrees latitude (g = 980.6199 gals.).
 AH7870
 AH7870.The modeled gravity was interpolated from observed gravity values.
 AH7870
 AH7870;                    North         East    Units  Estimated Accuracy
 AH7870;SPC MI S     -   253,240.    3,908,470.      MT  (+/- 180 meters Scaled)
 AH7870
 AH7870                          SUPERSEDED SURVEY CONTROL
 AH7870
 AH7870.No superseded survey control is available for this station.
 AH7870
 AH7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP204478(NAD 83)
 AH7870_MARKER: I = METAL ROD
 AH7870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7870_STAMPING: F 341 1992
 AH7870_MARK LOGO: NGS   
 AH7870_PROJECTION: FLUSH
 AH7870_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7870+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7870_ROD/PIPE-DEPTH: 10.4 meters
 AH7870
 AH7870  HISTORY     - Date     Condition        Report By
 AH7870  HISTORY     - 1992     MONUMENTED       NGS
 AH7870
 AH7870                          STATION DESCRIPTION
 AH7870
 AH7870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7870'IN PARIS, AT THE INTERSECTION OF U.S.  HIGHWAY 131 BUSINESS AND
 AH7870'LINCOLN STREET, 61.0 M (200.1 FT) WEST OF THE HIGHWAY CENTERLINE, 8.2
 AH7870'M (26.9 FT) NORTH OF AND LEVEL WITH THE STREET CENTER, 3.3 M (10.8 FT)
 AH7870'WEST OF A UTILITY POLE, AND 1.0 M (3.3 FT) SOUTH OF A WITNESS POST.
 AH7870'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7897 ***********************************************************************
 AH7897  DESIGNATION -  F 342
 AH7897  PID         -  AH7897
 AH7897  STATE/COUNTY-  MI/MECOSTA
 AH7897  USGS QUAD   -  BLANCHARD (1979)
 AH7897
 AH7897                         *CURRENT SURVEY CONTROL
 AH7897  ___________________________________________________________________
 AH7897* NAD 83(1986)-  43 33 45.     (N)    085 06 20.     (W)     SCALED    
 AH7897* NAVD 88     -       300.345  (meters)     985.38   (feet)  ADJUSTED  
 AH7897  ___________________________________________________________________
 AH7897  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AH7897  DYNAMIC HT  -         300.289 (meters)     985.20  (feet)  COMP
 AH7897  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 AH7897
 AH7897  VERT ORDER  -  FIRST     CLASS II
 AH7897
 AH7897.The horizontal coordinates were scaled from a topographic map and have
 AH7897.an estimated accuracy of +/- 6 seconds.
 AH7897
 AH7897.The orthometric height was determined by differential leveling
 AH7897.and adjusted by the National Geodetic Survey in January 2002..
 AH7897
 AH7897.The geoid height was determined by GEOID03.
 AH7897
 AH7897.The dynamic height is computed by dividing the NAVD 88
 AH7897.geopotential number by the normal gravity value computed on the
 AH7897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7897.degrees latitude (g = 980.6199 gals.).
 AH7897
 AH7897.The modeled gravity was interpolated from observed gravity values.
 AH7897
 AH7897;                    North         East    Units  Estimated Accuracy
 AH7897;SPC MI S     -   229,370.    3,940,310.      MT  (+/- 180 meters Scaled)
 AH7897
 AH7897                          SUPERSEDED SURVEY CONTROL
 AH7897
 AH7897.No superseded survey control is available for this station.
 AH7897
 AH7897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP529250(NAD 83)
 AH7897_MARKER: I = METAL ROD
 AH7897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7897_STAMPING: F 342 1992
 AH7897_MARK LOGO: NGS   
 AH7897_PROJECTION: FLUSH
 AH7897_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7897+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7897_ROD/PIPE-DEPTH: 4.4  meters
 AH7897
 AH7897  HISTORY     - Date     Condition        Report By
 AH7897  HISTORY     - 1992     MONUMENTED       NGS
 AH7897
 AH7897                          STATION DESCRIPTION
 AH7897
 AH7897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7897'3.5 KM (2.15 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7897'IN REMUS, THENCE 3.7 KM (2.30 MI) SOUTHERLY ALONG 10TH AVENUE, NEAR
 AH7897'THE SOUTHEAST CORNER OF A CEMETERY, 13.4 M (44.0 FT) WEST OF THE
 AH7897'AVENUE CENTER, 13.2 M (43.3 FT) SOUTH OF THE SOUTHEAST CORNER OF
 AH7897'HUTCHINSON HEADSTONE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE AVENUE,
 AH7897'0.8 M (2.6 FT) NORTHWEST OF A WITNESS POST AND THE EAST END OF A
 AH7897'FENCE, AND 0.3 M (1.0 FT) NORTH OF THE FENCE.  NOTE--ACCESS TO THE
 AH7897'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7908 ***********************************************************************
 AH7908  DESIGNATION -  F 343
 AH7908  PID         -  AH7908
 AH7908  STATE/COUNTY-  MI/MONTCALM
 AH7908  USGS QUAD   -  EDMORE (1964)
 AH7908
 AH7908                         *CURRENT SURVEY CONTROL
 AH7908  ___________________________________________________________________
 AH7908* NAD 83(1986)-  43 23 24.     (N)    085 02 40.     (W)     SCALED    
 AH7908* NAVD 88     -       295.769  (meters)     970.37   (feet)  ADJUSTED  
 AH7908  ___________________________________________________________________
 AH7908  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH7908  DYNAMIC HT  -         295.715 (meters)     970.19  (feet)  COMP
 AH7908  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 AH7908
 AH7908  VERT ORDER  -  FIRST     CLASS II
 AH7908
 AH7908.The horizontal coordinates were scaled from a topographic map and have
 AH7908.an estimated accuracy of +/- 6 seconds.
 AH7908
 AH7908.The orthometric height was determined by differential leveling
 AH7908.and adjusted by the National Geodetic Survey in January 2002..
 AH7908
 AH7908.The geoid height was determined by GEOID03.
 AH7908
 AH7908.The dynamic height is computed by dividing the NAVD 88
 AH7908.geopotential number by the normal gravity value computed on the
 AH7908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7908.degrees latitude (g = 980.6199 gals.).
 AH7908
 AH7908.The modeled gravity was interpolated from observed gravity values.
 AH7908
 AH7908;                    North         East    Units  Estimated Accuracy
 AH7908;SPC MI S     -   210,160.    3,945,090.      MT  (+/- 180 meters Scaled)
 AH7908
 AH7908                          SUPERSEDED SURVEY CONTROL
 AH7908
 AH7908.No superseded survey control is available for this station.
 AH7908
 AH7908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP583059(NAD 83)
 AH7908_MARKER: I = METAL ROD
 AH7908_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7908_STAMPING: F 343 1992
 AH7908_MARK LOGO: NGS   
 AH7908_PROJECTION: FLUSH
 AH7908_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7908+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7908_ROD/PIPE-DEPTH: 14.6 meters
 AH7908
 AH7908  HISTORY     - Date     Condition        Report By
 AH7908  HISTORY     - 1992     MONUMENTED       NGS
 AH7908
 AH7908                          STATION DESCRIPTION
 AH7908
 AH7908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7908'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7908'EDMORE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG WYMAN ROAD, 85.2 M
 AH7908'(279.5 FT) SOUTH OF THE CENTER OF DEANOR ROAD, 8.6 M (28.2 FT) WEST OF
 AH7908'THE ROAD CENTERLINE, 2.9 M (9.5 FT) NORTH OF A T-JUNCTION UTILITY POLE
 AH7908'WITH A GUY CABLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND 0.3 M
 AH7908'(1.0 FT) ABOVE THE LEVEL OF WYMAN ROAD.  NOTE--ACCESS TO THE DATUM
 AH7908'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8446 ***********************************************************************
 AH8446  DESIGNATION -  F 344
 AH8446  PID         -  AH8446
 AH8446  STATE/COUNTY-  MI/ST JOSEPH
 AH8446  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8446
 AH8446                         *CURRENT SURVEY CONTROL
 AH8446  ___________________________________________________________________
 AH8446* NAD 83(1986)-  41 54 10.     (N)    085 39 50.     (W)     SCALED    
 AH8446* NAVD 88     -       277.894  (meters)     911.72   (feet)  ADJUSTED  
 AH8446  ___________________________________________________________________
 AH8446  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 AH8446  DYNAMIC HT  -         277.798 (meters)     911.41  (feet)  COMP
 AH8446  MODELED GRAV-     980,270.1   (mgal)                       NAVD 88
 AH8446
 AH8446  VERT ORDER  -  FIRST     CLASS II
 AH8446
 AH8446.The horizontal coordinates were scaled from a topographic map and have
 AH8446.an estimated accuracy of +/- 6 seconds.
 AH8446
 AH8446.The orthometric height was determined by differential leveling
 AH8446.and adjusted by the National Geodetic Survey in March 2005..
 AH8446.No vertical observational check was made to the station.
 AH8446
 AH8446.The geoid height was determined by GEOID03.
 AH8446
 AH8446.The dynamic height is computed by dividing the NAVD 88
 AH8446.geopotential number by the normal gravity value computed on the
 AH8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8446.degrees latitude (g = 980.6199 gals.).
 AH8446
 AH8446.The modeled gravity was interpolated from observed gravity values.
 AH8446
 AH8446;                    North         East    Units  Estimated Accuracy
 AH8446;SPC MI S     -    45,570.    3,892,360.      MT  (+/- 180 meters Scaled)
 AH8446
 AH8446                          SUPERSEDED SURVEY CONTROL
 AH8446
 AH8446.No superseded survey control is available for this station.
 AH8446
 AH8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM108398(NAD 83)
 AH8446_MARKER: F = FLANGE-ENCASED ROD
 AH8446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8446_STAMPING: F 344 1992
 AH8446_MARK LOGO: NGS   
 AH8446_PROJECTION: FLUSH
 AH8446_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8446+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 AH8446_ROD/PIPE-DEPTH: 14.0 meters
 AH8446
 AH8446  HISTORY     - Date     Condition        Report By
 AH8446  HISTORY     - 1992     MONUMENTED       NGS
 AH8446  HISTORY     - 20040505 GOOD             NGS
 AH8446
 AH8446                          STATION DESCRIPTION
 AH8446
 AH8446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8446'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF
 AH8446'STATE HIGHWAY 60 IN THREE RIVERS, 70.0 M (229.7 FT) NORTH OF THE
 AH8446'CENTER OF THE INTERSECTION OF KING ROAD, 39.1 M (128.3 FT) NORTHWEST
 AH8446'OF THE CENTERLINE OF THE HIGHWAY, 9.0 M (29.5 FT) WEST OF THE CENTER
 AH8446'OF KING ROAD, 8.7 SOUTH OF A FIELD ENTRANCE GATE, 0.4 M (1.3 FT) ABOVE
 AH8446'THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST AND
 AH8446'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8446
 AH8446                          STATION RECOVERY (2004)
 AH8446
 AH8446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR)
 AH8446'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8414 ***********************************************************************
 AH8414  DESIGNATION -  F 345
 AH8414  PID         -  AH8414
 AH8414  STATE/COUNTY-  MI/KALAMAZOO
 AH8414  USGS QUAD   -  KALAMAZOO (1995)
 AH8414
 AH8414                         *CURRENT SURVEY CONTROL
 AH8414  ___________________________________________________________________
 AH8414* NAD 83(1986)-  42 16 26.     (N)    085 34 41.     (W)     SCALED    
 AH8414* NAVD 88     -       236.245  (meters)     775.08   (feet)  ADJUSTED  
 AH8414  ___________________________________________________________________
 AH8414  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AH8414  DYNAMIC HT  -         236.172 (meters)     774.84  (feet)  COMP
 AH8414  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 AH8414
 AH8414  VERT ORDER  -  FIRST     CLASS II
 AH8414
 AH8414.The horizontal coordinates were scaled from a topographic map and have
 AH8414.an estimated accuracy of +/- 6 seconds.
 AH8414
 AH8414.The orthometric height was determined by differential leveling
 AH8414.and adjusted by the National Geodetic Survey in March 2005..
 AH8414
 AH8414.The geoid height was determined by GEOID03.
 AH8414
 AH8414.The dynamic height is computed by dividing the NAVD 88
 AH8414.geopotential number by the normal gravity value computed on the
 AH8414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8414.degrees latitude (g = 980.6199 gals.).
 AH8414
 AH8414.The modeled gravity was interpolated from observed gravity values.
 AH8414
 AH8414;                    North         East    Units  Estimated Accuracy
 AH8414;SPC MI S     -    86,680.    3,900,070.      MT  (+/- 180 meters Scaled)
 AH8414
 AH8414                          SUPERSEDED SURVEY CONTROL
 AH8414
 AH8414.No superseded survey control is available for this station.
 AH8414
 AH8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM172811(NAD 83)
 AH8414_MARKER: F = FLANGE-ENCASED ROD
 AH8414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8414_STAMPING: F 345 1992
 AH8414_MARK LOGO: NGS   
 AH8414_PROJECTION: FLUSH
 AH8414_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8414+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8414_ROD/PIPE-DEPTH: 25.0 meters
 AH8414
 AH8414  HISTORY     - Date     Condition        Report By
 AH8414  HISTORY     - 1992     MONUMENTED       NGS
 AH8414  HISTORY     - 20010528 GOOD             NGS
 AH8414
 AH8414                          STATION DESCRIPTION
 AH8414
 AH8414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8414'IN KALAMAZOO AT THE INTERSECTION OF THE CONRAIL RAILROAD AND REED
 AH8414'AVENUE, 13.8 M (45.3 FT) EAST-SOUTHEAST OF THE NEAR RAIL, 11.9 M (39.0
 AH8414'FT) SOUTH OF AND LEVEL WITH THE CENTER OF THE AVENUE, 0.7 M (2.3 FT)
 AH8414'WEST OF A CHAIN-LINK FENCE CORNER, AND 0.6 M (2.0 FT) NORTH-NORTHWEST
 AH8414'OF A WITNESS POST AND THE FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 AH8414'THROUGH A 5-INCH LOGO CAP.
 AH8414
 AH8414                          STATION RECOVERY (2001)
 AH8414
 AH8414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8198 ***********************************************************************
 AB8198  DESIGNATION -  F 346
 AB8198  PID         -  AB8198
 AB8198  STATE/COUNTY-  MI/LUCE
 AB8198  USGS QUAD   -  BETSY LAKE SOUTH (1968)
 AB8198
 AB8198                         *CURRENT SURVEY CONTROL
 AB8198  ___________________________________________________________________
 AB8198* NAD 83(1986)-  46 34 54.     (N)    085 15 18.     (W)     SCALED    
 AB8198* NAVD 88     -       245.129  (meters)     804.23   (feet)  ADJUSTED  
 AB8198  ___________________________________________________________________
 AB8198  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 AB8198  DYNAMIC HT  -         245.142 (meters)     804.27  (feet)  COMP
 AB8198  MODELED GRAV-     980,662.8   (mgal)                       NAVD 88
 AB8198
 AB8198  VERT ORDER  -  SECOND    CLASS I
 AB8198
 AB8198.The horizontal coordinates were scaled from a topographic map and have
 AB8198.an estimated accuracy of +/- 6 seconds.
 AB8198
 AB8198.The orthometric height was determined by differential leveling
 AB8198.and adjusted by the National Geodetic Survey in July 2002..
 AB8198
 AB8198.The geoid height was determined by GEOID03.
 AB8198
 AB8198.The dynamic height is computed by dividing the NAVD 88
 AB8198.geopotential number by the normal gravity value computed on the
 AB8198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8198.degrees latitude (g = 980.6199 gals.).
 AB8198
 AB8198.The modeled gravity was interpolated from observed gravity values.
 AB8198
 AB8198;                    North         East    Units  Estimated Accuracy
 AB8198;SPC MI N     -   201,350.    8,133,730.      MT  (+/- 180 meters Scaled)
 AB8198
 AB8198                          SUPERSEDED SURVEY CONTROL
 AB8198
 AB8198.No superseded survey control is available for this station.
 AB8198
 AB8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS336601(NAD 83)
 AB8198_MARKER: I = METAL ROD
 AB8198_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AB8198+WITH SETTING: INFORMATION.
 AB8198_STAMPING: F 346 1996
 AB8198_MARK LOGO: NGS   
 AB8198_PROJECTION: FLUSH
 AB8198_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8198+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8198_ROD/PIPE-DEPTH: 1.9  meters
 AB8198
 AB8198  HISTORY     - Date     Condition        Report By
 AB8198  HISTORY     - 1996     MONUMENTED       NGS
 AB8198  HISTORY     - 20040825 GOOD             USPSQD
 AB8198  HISTORY     - 20050902 MARK NOT FOUND   USPSQD
 AB8198
 AB8198                          STATION DESCRIPTION
 AB8198
 AB8198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8198'22.4 KM (13.90 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8198'OF WHITEFISH ROAD IN PARADISE, 11.9 M (39.0 FT) NORTHWEST OF THE
 AB8198'HIGHWAY CENTERLINE, 4.4 M (14.4 FT) SOUTHWEST OF A SIGN (UPPER
 AB8198'TAHQUAMENON FALLS) , 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AB8198'AND 0.1 M (0.3 FT) EAST OF THE EAST END OF A BOULDER.  NOTE--ACCESS TO
 AB8198'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 AB8198'REFUSAL AND ANCHORED.
 AB8198
 AB8198                          STATION RECOVERY (2004)
 AB8198
 AB8198'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8198'RECOVERED IN GOOD CONDITION.
 AB8198
 AB8198                          STATION RECOVERY (2005)
 AB8198
 AB8198'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AB8198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5823 ***********************************************************************
 AC5823  DESIGNATION -  F 347
 AC5823  PID         -  AC5823
 AC5823  STATE/COUNTY-  MI/KEWEENAW
 AC5823  USGS QUAD   -  EAGLE HARBOR (1975)
 AC5823
 AC5823                         *CURRENT SURVEY CONTROL
 AC5823  ___________________________________________________________________
 AC5823* NAD 83(1986)-  47 24 57.     (N)    088 08 36.     (W)     SCALED    
 AC5823* NAVD 88     -       338.567  (meters)    1110.78   (feet)  ADJUSTED  
 AC5823  ___________________________________________________________________
 AC5823  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 AC5823  DYNAMIC HT  -         338.621 (meters)    1110.96  (feet)  COMP
 AC5823  MODELED GRAV-     980,763.1   (mgal)                       NAVD 88
 AC5823
 AC5823  VERT ORDER  -  SECOND    CLASS I
 AC5823
 AC5823.The horizontal coordinates were scaled from a topographic map and have
 AC5823.an estimated accuracy of +/- 6 seconds.
 AC5823
 AC5823.The orthometric height was determined by differential leveling
 AC5823.and adjusted by the National Geodetic Survey in March 1997..
 AC5823
 AC5823.The geoid height was determined by GEOID03.
 AC5823
 AC5823.The dynamic height is computed by dividing the NAVD 88
 AC5823.geopotential number by the normal gravity value computed on the
 AC5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5823.degrees latitude (g = 980.6199 gals.).
 AC5823
 AC5823.The modeled gravity was interpolated from observed gravity values.
 AC5823
 AC5823;                    North         East    Units  Estimated Accuracy
 AC5823;SPC MI N     -   293,230.    7,913,710.      MT  (+/- 180 meters Scaled)
 AC5823
 AC5823                          SUPERSEDED SURVEY CONTROL
 AC5823
 AC5823.No superseded survey control is available for this station.
 AC5823
 AC5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT137520(NAD 83)
 AC5823_MARKER: DV = VERTICAL CONTROL DISK
 AC5823_SETTING: 66 = SET IN ROCK OUTCROP
 AC5823_STAMPING: F 347 1996
 AC5823_MARK LOGO: NGS   
 AC5823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5823_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5823+STABILITY: POSITION/ELEVATION WELL
 AC5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5823+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AC5823
 AC5823  HISTORY     - Date     Condition        Report By
 AC5823  HISTORY     - 1996     MONUMENTED       NGS
 AC5823  HISTORY     - 19960717 GOOD             NGS
 AC5823  HISTORY     - 20010912 GOOD             USPSQD
 AC5823  HISTORY     - 20020924 GOOD             MIDT
 AC5823  HISTORY     - 20031013 GOOD             GEOCAC
 AC5823
 AC5823                          STATION DESCRIPTION
 AC5823
 AC5823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5823'11.0 KM (6.85 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5823'STATE HIGHWAY 26 IN PHOENIX, IN A 3 BY 3-FOOT EXPOSED AREA OF BEDROCK,
 AC5823'147.0 M (482.3 FT) WEST OF A CULVERT UNDER THE HIGHWAY, 16.3 M (53.5
 AC5823'FT) NORTH OF THE HIGHWAY CENTERLINE, 0.7 M (2.3 FT) ABOVE THE LEVEL OF
 AC5823'THE HIGHWAY, AND 0.5 M (1.6 FT) NORTH OF A WITNESS POST.
 AC5823
 AC5823                          STATION RECOVERY (1996)
 AC5823
 AC5823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5823'RECOVERED AS DESCRIBED.
 AC5823
 AC5823                          STATION RECOVERY (2001)
 AC5823
 AC5823'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 AC5823'RECOVERED IN GOOD CONDITION.
 AC5823
 AC5823                          STATION RECOVERY (2002)
 AC5823
 AC5823'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 AC5823'SET NEW WITNESS POST,  MARK IS 3.65 FT SOUTH OF A FIBERGLASS WITNESS
 AC5823'POST.
 AC5823
 AC5823                          STATION RECOVERY (2003)
 AC5823
 AC5823'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC5823'NAD 83(1986)-  47 24 56.2 (N) -   088 08 36.2 (W) HANDHELD GPS
 AC5823' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0077 ***********************************************************************
 PK0077  DESIGNATION -  F 35
 PK0077  PID         -  PK0077
 PK0077  STATE/COUNTY-  MI/IOSCO
 PK0077  USGS QUAD   -  NATIONAL CITY (1976)
 PK0077
 PK0077                         *CURRENT SURVEY CONTROL
 PK0077  ___________________________________________________________________
 PK0077* NAD 83(1986)-  44 14 04.     (N)    083 40 58.     (W)     SCALED    
 PK0077* NAVD 88     -       202.203  (meters)     663.39   (feet)  ADJUSTED  
 PK0077  ___________________________________________________________________
 PK0077  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0077  DYNAMIC HT  -         202.174 (meters)     663.30  (feet)  COMP
 PK0077  MODELED GRAV-     980,471.2   (mgal)                       NAVD 88
 PK0077
 PK0077  VERT ORDER  -  FIRST     CLASS II
 PK0077
 PK0077.The horizontal coordinates were scaled from a topographic map and have
 PK0077.an estimated accuracy of +/- 6 seconds.
 PK0077
 PK0077.The orthometric height was determined by differential leveling
 PK0077.and adjusted by the National Geodetic Survey in June 1991..
 PK0077
 PK0077.The geoid height was determined by GEOID03.
 PK0077
 PK0077.The dynamic height is computed by dividing the NAVD 88
 PK0077.geopotential number by the normal gravity value computed on the
 PK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0077.degrees latitude (g = 980.6199 gals.).
 PK0077
 PK0077.The modeled gravity was interpolated from observed gravity values.
 PK0077
 PK0077;                    North         East    Units  Estimated Accuracy
 PK0077;SPC MI C     -   102,220.    6,054,630.      MT  (+/- 180 meters Scaled)
 PK0077
 PK0077                          SUPERSEDED SURVEY CONTROL
 PK0077
 PK0077  NGVD 29 (??/??/92)  202.391  (m)          664.01   (f) ADJ UNCH    1 2
 PK0077
 PK0077.Superseded values are not recommended for survey control.
 PK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0077.See file dsdata.txt to determine how the superseded data were derived.
 PK0077
 PK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK857014(NAD 83)
 PK0077_MARKER: DB = BENCH MARK DISK
 PK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0077_STAMPING: F 35 1934
 PK0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0077+STABILITY: SURFACE MOTION
 PK0077
 PK0077  HISTORY     - Date     Condition        Report By
 PK0077  HISTORY     - 1934     MONUMENTED       CGS
 PK0077  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0077  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PK0077
 PK0077                          STATION DESCRIPTION
 PK0077
 PK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0077'AT MC IVOR.
 PK0077'AT MC IVOR, IOSCO COUNTY, ON THE DETROIT AND MACKINAC RAILWAY,
 PK0077'0.2 MILE WEST OF MILEPOST 49, 25 YARDS SOUTH OF THE ENTRANCE
 PK0077'TO THE POST OFFICE, 16 YARDS NORTH OF THE NORTHWEST CORNER OF
 PK0077'A STORAGE HOUSE, AT A HIGHWAY CROSSING, 8 YARDS EAST OF THE
 PK0077'CENTERLINE OF THE HIGHWAY, AND ABOUT 5 YARDS NORTH OF THE
 PK0077'NORTH RAIL.  A STANDARD DISK, STAMPED F 35 1934 AND SET IN THE
 PK0077'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PK0077
 PK0077                          STATION RECOVERY (1983)
 PK0077
 PK0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0077'NOT RECOVERED, POSSIBLY BUSHHOGGED OUT.
 PK0077
 PK0077                          STATION RECOVERY (1989)
 PK0077
 PK0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (ES)
 PK0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0038 ***********************************************************************
 PK0038  DESIGNATION -  F 36
 PK0038  PID         -  PK0038
 PK0038  STATE/COUNTY-  MI/ALPENA
 PK0038  USGS QUAD   -  OSSINEKE (1971)
 PK0038
 PK0038                         *CURRENT SURVEY CONTROL
 PK0038  ___________________________________________________________________
 PK0038* NAD 83(1986)-  44 57 07.     (N)    083 27 45.     (W)     SCALED    
 PK0038* NAVD 88     -       188.803  (meters)     619.43   (feet)  ADJUSTED  
 PK0038  ___________________________________________________________________
 PK0038  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 PK0038  DYNAMIC HT  -         188.789 (meters)     619.39  (feet)  COMP
 PK0038  MODELED GRAV-     980,537.1   (mgal)                       NAVD 88
 PK0038
 PK0038  VERT ORDER  -  FIRST     CLASS II
 PK0038
 PK0038.The horizontal coordinates were scaled from a topographic map and have
 PK0038.an estimated accuracy of +/- 6 seconds.
 PK0038
 PK0038.The orthometric height was determined by differential leveling
 PK0038.and adjusted by the National Geodetic Survey in June 1991..
 PK0038
 PK0038.The geoid height was determined by GEOID03.
 PK0038
 PK0038.The dynamic height is computed by dividing the NAVD 88
 PK0038.geopotential number by the normal gravity value computed on the
 PK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0038.degrees latitude (g = 980.6199 gals.).
 PK0038
 PK0038.The modeled gravity was interpolated from observed gravity values.
 PK0038
 PK0038;                    North         East    Units  Estimated Accuracy
 PK0038;SPC MI C     -   182,110.    6,071,340.      MT  (+/- 180 meters Scaled)
 PK0038
 PK0038                          SUPERSEDED SURVEY CONTROL
 PK0038
 PK0038  NGVD 29 (??/??/92)  188.974  (m)          619.99   (f) ADJ UNCH    1 2
 PK0038
 PK0038.Superseded values are not recommended for survey control.
 PK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0038.See file dsdata.txt to determine how the superseded data were derived.
 PK0038
 PK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK057805(NAD 83)
 PK0038_MARKER: DB = BENCH MARK DISK
 PK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0038_STAMPING: F 36 1934
 PK0038_MARK LOGO: CGS   
 PK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0038+STABILITY: SURFACE MOTION
 PK0038
 PK0038  HISTORY     - Date     Condition        Report By
 PK0038  HISTORY     - 1934     MONUMENTED       CGS
 PK0038  HISTORY     - 1983     GOOD             NGS
 PK0038  HISTORY     - 19990515 GOOD             USPSQD
 PK0038
 PK0038                          STATION DESCRIPTION
 PK0038
 PK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0038'2.6 MI N FROM OSSINEKE.
 PK0038'2.6 MILES NORTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0038'THE STATION AT OSSINEKE, ALPENA COUNTY, 34 YARDS NORTHEAST OF
 PK0038'POLE 4680, 24 FEET EAST OF THE EAST RAIL, 23 FEET WEST OF A
 PK0038'WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE BASE OF THE RAIL.
 PK0038'A STANDARD DISK, STAMPED F 36 1934 AND SET IN THE TOP OF A
 PK0038'CONCRETE POST.
 PK0038
 PK0038                          STATION RECOVERY (1983)
 PK0038
 PK0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0038'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY,
 PK0038'LEVEL LINE REROUTED ALONG HIGHWAY 23.  NOTE, 16.21 METERS (53.2 FT)
 PK0038'NORTHWEST OF A POWERLINE POLE, 7.41 METERS (24.3 FT) EAST OF EAST
 PK0038'RAIL, AND 3.05 METERS (10.0 FT) WEST OF APPROXIMATE CENTER OF SAND
 PK0038'ROAD.
 PK0038'THE MARK IS 0.31 METERS  S FROM A WITNESS POST.
 PK0038'THE MARK IS 0.61 M BELOW RAILROAD.
 PK0038
 PK0038                          STATION RECOVERY (1999)
 PK0038
 PK0038'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0058 ***********************************************************************
 QK0058  DESIGNATION -  F 37
 QK0058  PID         -  QK0058
 QK0058  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0058  USGS QUAD   -  ONAWAY (1986)
 QK0058
 QK0058                         *CURRENT SURVEY CONTROL
 QK0058  ___________________________________________________________________
 QK0058* NAD 83(1986)-  45 19 44.     (N)    084 08 03.     (W)     SCALED    
 QK0058* NAVD 88     -       234.115  (meters)     768.09   (feet)  POSTED    
 QK0058  ___________________________________________________________________
 QK0058  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 QK0058  DYNAMIC HT  -         234.100 (meters)     768.04  (feet)  COMP
 QK0058  MODELED GRAV-     980,552.5   (mgal)                       NAVD 88
 QK0058
 QK0058  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QK0058
 QK0058.The horizontal coordinates were scaled from a topographic map and have
 QK0058.an estimated accuracy of +/- 6 seconds.
 QK0058
 QK0058.The orthometric height was determined by differential leveling
 QK0058.and adjusted by the National Geodetic Survey in 1992..
 QK0058.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QK0058.rate of 0.0 thru 1.0 mm/km.
 QK0058
 QK0058.The geoid height was determined by GEOID03.
 QK0058
 QK0058.The dynamic height is computed by dividing the NAVD 88
 QK0058.geopotential number by the normal gravity value computed on the
 QK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0058.degrees latitude (g = 980.6199 gals.).
 QK0058
 QK0058.The modeled gravity was interpolated from observed gravity values.
 QK0058
 QK0058;                    North         East    Units  Estimated Accuracy
 QK0058;SPC MI C     -   223,630.    6,018,230.      MT  (+/- 180 meters Scaled)
 QK0058
 QK0058                          SUPERSEDED SURVEY CONTROL
 QK0058
 QK0058  NGVD 29 (??/??/92)  234.16   (m)          768.2    (f) COMPUTED    1 2
 QK0058
 QK0058.Superseded values are not recommended for survey control.
 QK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0058.See file dsdata.txt to determine how the superseded data were derived.
 QK0058
 QK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR245234(NAD 83)
 QK0058_MARKER: DB = BENCH MARK DISK
 QK0058_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QK0058_SP_SET: BRIDGE HEADWALL
 QK0058_STAMPING: F 37 1934
 QK0058_MARK LOGO: CGS   
 QK0058_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0058+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1992
 QK0058
 QK0058  HISTORY     - Date     Condition        Report By
 QK0058  HISTORY     - 1934     MONUMENTED       CGS
 QK0058  HISTORY     - 19920501 GOOD             LOCENG
 QK0058  HISTORY     - 20010331 GOOD             NGS
 QK0058
 QK0058                          STATION DESCRIPTION
 QK0058
 QK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0058'3.8 MI W FROM MILLERSBURG.
 QK0058'3.8 MILES WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 QK0058'STATION AT MILLERSBURG, PRESQUE ISLE COUNTY, 0.1 MILE EAST OF
 QK0058'MILEPOST 164, AT CONCRETE BRIDGE 163.87 OVER A STREAM, IN THE
 QK0058'TOP OF THE WEST END OF THE SOUTH HEADWALL, 1 FOOT EAST OF THE
 QK0058'WEST END, 2 YARDS SOUTH OF THE SOUTH RAIL, AND 1 FOOT LOWER
 QK0058'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 37 1934.
 QK0058
 QK0058                          STATION RECOVERY (1992)
 QK0058
 QK0058'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCC)
 QK0058'FOUND IN GOOD CONDITION AS DESCRIBED.  PLACED CARSONITE POST
 QK0058'ALONGSIDE.  GOOD GPS STATION.
 QK0058
 QK0058                          STATION RECOVERY (2001)
 QK0058
 QK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0002 ***********************************************************************
 PK0002  DESIGNATION -  F 38
 PK0002  PID         -  PK0002
 PK0002  STATE/COUNTY-  MI/HURON
 PK0002  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0002
 PK0002                         *CURRENT SURVEY CONTROL
 PK0002  ___________________________________________________________________
 PK0002* NAD 83(1986)-  44 02 27.     (N)    082 59 22.     (W)     SCALED    
 PK0002* NAVD 88     -       181.922  (meters)     596.86   (feet)  ADJUSTED  
 PK0002  ___________________________________________________________________
 PK0002  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PK0002  DYNAMIC HT  -         181.896 (meters)     596.77  (feet)  COMP
 PK0002  MODELED GRAV-     980,471.1   (mgal)                       NAVD 88
 PK0002
 PK0002  VERT ORDER  -  SECOND    CLASS 0
 PK0002
 PK0002.The horizontal coordinates were scaled from a topographic map and have
 PK0002.an estimated accuracy of +/- 6 seconds.
 PK0002
 PK0002.The orthometric height was determined by differential leveling
 PK0002.and adjusted by the National Geodetic Survey in June 1991..
 PK0002
 PK0002.The geoid height was determined by GEOID03.
 PK0002
 PK0002.The dynamic height is computed by dividing the NAVD 88
 PK0002.geopotential number by the normal gravity value computed on the
 PK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0002.degrees latitude (g = 980.6199 gals.).
 PK0002
 PK0002.The modeled gravity was interpolated from observed gravity values.
 PK0002
 PK0002;                    North         East    Units  Estimated Accuracy
 PK0002;SPC MI S     -   283,160.    4,110,390.      MT  (+/- 180 meters Scaled)
 PK0002
 PK0002                          SUPERSEDED SURVEY CONTROL
 PK0002
 PK0002  NGVD 29 (??/??/92)  182.063  (m)          597.32   (f) ADJ UNCH    2 0
 PK0002
 PK0002.Superseded values are not recommended for survey control.
 PK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0002.See file dsdata.txt to determine how the superseded data were derived.
 PK0002
 PK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ406783(NAD 83)
 PK0002_MARKER: DB = BENCH MARK DISK
 PK0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0002_STAMPING: F 38 1934
 PK0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0002+STABILITY: SURFACE MOTION
 PK0002
 PK0002  HISTORY     - Date     Condition        Report By
 PK0002  HISTORY     - 1934     MONUMENTED       CGS
 PK0002  HISTORY     - 1968     MARK NOT FOUND   NGS
 PK0002  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0002
 PK0002                          STATION DESCRIPTION
 PK0002
 PK0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0002'0.1 MI S FROM PORT AUSTIN.
 PK0002'0.1 MILE SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PK0002'STATION AT PORT AUSTIN, HURON COUNTY, AT A ROAD CROSSING, 100
 PK0002'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE AROUND THE
 PK0002'MICHIGAN ELECTRIC POWER COMPANY SUBSTATION, 27 YARDS SOUTH
 PK0002'OF THE SOUTHEAST CORNER OF A WOODEN SHACK, 37 FEET NORTH OF
 PK0002'THE CENTERLINE OF THE HIGHWAY, 27 FEET EAST OF THE EAST RAIL,
 PK0002'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED F 38 1934
 PK0002'AND SET IN THE TOP OF A CONCRETE POST.
 PK0002
 PK0002                          STATION RECOVERY (1968)
 PK0002
 PK0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PK0002'MARK NOT FOUND.
 PK0002
 PK0002                          STATION RECOVERY (1999)
 PK0002
 PK0002'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0184 ***********************************************************************
 OJ0184  DESIGNATION -  F 39
 OJ0184  PID         -  OJ0184
 OJ0184  STATE/COUNTY-  MI/HURON
 OJ0184  USGS QUAD   -  MINDEN CITY (1963)
 OJ0184
 OJ0184                         *CURRENT SURVEY CONTROL
 OJ0184  ___________________________________________________________________
 OJ0184* NAD 83(1986)-  43 41 08.     (N)    082 46 05.     (W)     SCALED    
 OJ0184* NAVD 88     -       245.562  (meters)     805.65   (feet)  ADJUSTED  
 OJ0184  ___________________________________________________________________
 OJ0184  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0184  DYNAMIC HT  -         245.515 (meters)     805.49  (feet)  COMP
 OJ0184  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 OJ0184
 OJ0184  VERT ORDER  -  SECOND    CLASS 0
 OJ0184
 OJ0184.The horizontal coordinates were scaled from a topographic map and have
 OJ0184.an estimated accuracy of +/- 6 seconds.
 OJ0184
 OJ0184.The orthometric height was determined by differential leveling
 OJ0184.and adjusted by the National Geodetic Survey in June 1991..
 OJ0184
 OJ0184.The geoid height was determined by GEOID03.
 OJ0184
 OJ0184.The dynamic height is computed by dividing the NAVD 88
 OJ0184.geopotential number by the normal gravity value computed on the
 OJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0184.degrees latitude (g = 980.6199 gals.).
 OJ0184
 OJ0184.The modeled gravity was interpolated from observed gravity values.
 OJ0184
 OJ0184;                    North         East    Units  Estimated Accuracy
 OJ0184;SPC MI S     -   244,000.    4,128,890.      MT  (+/- 180 meters Scaled)
 OJ0184
 OJ0184                          SUPERSEDED SURVEY CONTROL
 OJ0184
 OJ0184  NGVD 29 (??/??/92)  245.684  (m)          806.05   (f) ADJ UNCH    2 0
 OJ0184
 OJ0184.Superseded values are not recommended for survey control.
 OJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0184.See file dsdata.txt to determine how the superseded data were derived.
 OJ0184
 OJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ575384(NAD 83)
 OJ0184_MARKER: DB = BENCH MARK DISK
 OJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0184_STAMPING: F 39 1934
 OJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0184+STABILITY: SURFACE MOTION
 OJ0184
 OJ0184  HISTORY     - Date     Condition        Report By
 OJ0184  HISTORY     - 1934     MONUMENTED       CGS
 OJ0184  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0184
 OJ0184                          STATION DESCRIPTION
 OJ0184
 OJ0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0184'1 MI N FROM MINDEN CITY.
 OJ0184'1.0 MILE NORTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0184'OF THE PERE MARQUETTE RAILROAD, AT THE FIRST ROAD CROSSING
 OJ0184'NORTH OF STATION, 35.4 FEET SOUTHEAST OF THE INTERSECTION OF
 OJ0184'THE CENTER LINE OF A GRAVEL ROAD AND THE EAST RAIL, 34.5 FEET
 OJ0184'SOUTH OF THE CENTER LINE OF GRAVEL ROAD, 24.8 FEET EAST OF
 OJ0184'EAST RAIL, 3.5 FEET WEST OF THE CORNER POST OF A WIRE FENCE,
 OJ0184'6 INCHES ABOVE THE TOP OF RAIL ON TOP OF A CONCRETE POST.
 OJ0184
 OJ0184                          STATION RECOVERY (1999)
 OJ0184
 OJ0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0017 ***********************************************************************
 OK0017  DESIGNATION -  F 40 RESET 1974
 OK0017  PID         -  OK0017
 OK0017  STATE/COUNTY-  MI/MIDLAND
 OK0017  USGS QUAD   -  MIDLAND SOUTH (1973)
 OK0017
 OK0017                         *CURRENT SURVEY CONTROL
 OK0017  ___________________________________________________________________
 OK0017* NAD 83(1986)-  43 36 48.     (N)    084 14 52.     (W)     SCALED    
 OK0017* NAVD 88     -       186.65   (meters)     612.4    (feet)  RESET     
 OK0017  ___________________________________________________________________
 OK0017  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OK0017
 OK0017  VERT ORDER  -  THIRD
 OK0017
 OK0017.The horizontal coordinates were scaled from a topographic map and have
 OK0017.an estimated accuracy of +/- 6 seconds.
 OK0017
 OK0017.The orthometric height was computed from unverified reset data.
 OK0017
 OK0017.The geoid height was determined by GEOID03.
 OK0017
 OK0017;                    North         East    Units  Estimated Accuracy
 OK0017;SPC MI S     -   234,760.    4,009,600.      MT  (+/- 180 meters Scaled)
 OK0017
 OK0017                          SUPERSEDED SURVEY CONTROL
 OK0017
 OK0017  NGVD 29 (03/27/06)  186.82   (m)          612.9    (f) RESET       3  
 OK0017
 OK0017.Superseded values are not recommended for survey control.
 OK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0017.See file dsdata.txt to determine how the superseded data were derived.
 OK0017
 OK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP220326(NAD 83)
 OK0017_MARKER: DB = BENCH MARK DISK
 OK0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0017_SP_SET: PIER
 OK0017_STAMPING: F 40 RESET 1974
 OK0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0017+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0017
 OK0017  HISTORY     - Date     Condition        Report By
 OK0017  HISTORY     - 1974     MONUMENTED       NGS
 OK0017  HISTORY     - 20010604 GOOD             USPSQD
 OK0017
 OK0017                          STATION DESCRIPTION
 OK0017
 OK0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 OK0017'AT MIDLAND.
 OK0017'LOCATED ABOUT 300 FEET SOUTH OF THE INTERSECTION OF MAIN ST.
 OK0017'AND STATE HIGHWAY 20, ABOUT 250 FEET SOUTHWEST OF THE MIDLAND
 OK0017'COUNTY COURTHOUSE, AT THE EAST EDGE OF PAVED COURTHOUSE PARKING
 OK0017'AREA, 6 FEET EAST OF EAST SIDE OF CONCRETE PIER, SET IN A DRILL
 OK0017'HOLE IN THE TOP AND EAST END OF THE BASE OF THE EAST 1 OF 4
 OK0017'CONCRETE PIERS OF HIGHWAY OVERPASS OF RAILROAD TRACKS (1ST SET
 OK0017'OF PIERS FROM THE NORTH AND 22 FEET NORTH OF THE NORTH RAIL
 OK0017'OF RAILROAD TRACKS.
 OK0017
 OK0017                          STATION RECOVERY (2001)
 OK0017
 OK0017'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0143 ***********************************************************************
 OJ0143  DESIGNATION -  F 41
 OJ0143  PID         -  OJ0143
 OJ0143  STATE/COUNTY-  MI/ST CLAIR
 OJ0143  USGS QUAD   -  CAPAC (1961)
 OJ0143
 OJ0143                         *CURRENT SURVEY CONTROL
 OJ0143  ___________________________________________________________________
 OJ0143* NAD 83(1986)-  43 00 55.     (N)    082 59 18.     (W)     SCALED    
 OJ0143* NAVD 88     -       251.466  (meters)     825.02   (feet)  POSTED    
 OJ0143  ___________________________________________________________________
 OJ0143  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0143  DYNAMIC HT  -         251.400 (meters)     824.80  (feet)  COMP
 OJ0143  MODELED GRAV-     980,345.5   (mgal)                       NAVD 88
 OJ0143
 OJ0143  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0143
 OJ0143.The horizontal coordinates were scaled from a topographic map and have
 OJ0143.an estimated accuracy of +/- 6 seconds.
 OJ0143
 OJ0143.The orthometric height was determined by differential leveling
 OJ0143.and adjusted by the National Geodetic Survey in 1992..
 OJ0143.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0143.rate of 1.1 thru 2.0 mm/km.
 OJ0143
 OJ0143.The geoid height was determined by GEOID03.
 OJ0143
 OJ0143.The dynamic height is computed by dividing the NAVD 88
 OJ0143.geopotential number by the normal gravity value computed on the
 OJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0143.degrees latitude (g = 980.6199 gals.).
 OJ0143
 OJ0143.The modeled gravity was interpolated from observed gravity values.
 OJ0143
 OJ0143;                    North         East    Units  Estimated Accuracy
 OJ0143;SPC MI S     -   169,230.    4,112,350.      MT  (+/- 180 meters Scaled)
 OJ0143
 OJ0143                          SUPERSEDED SURVEY CONTROL
 OJ0143
 OJ0143  NGVD 29 (??/??/92)  251.579  (m)          825.39   (f) ADJ UNCH    2 0
 OJ0143
 OJ0143.Superseded values are not recommended for survey control.
 OJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0143.See file dsdata.txt to determine how the superseded data were derived.
 OJ0143
 OJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH379644(NAD 83)
 OJ0143_MARKER: DB = BENCH MARK DISK
 OJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0143_STAMPING: F 41 1934
 OJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0143+STABILITY: SURFACE MOTION
 OJ0143
 OJ0143  HISTORY     - Date     Condition        Report By
 OJ0143  HISTORY     - 1934     MONUMENTED       CGS
 OJ0143  HISTORY     - 1960     POOR             NGS
 OJ0143  HISTORY     - 1977     GOOD             NGS
 OJ0143
 OJ0143                          STATION DESCRIPTION
 OJ0143
 OJ0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0143'2.7 MI W FROM CAPAC.
 OJ0143'2.7 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0143'STATION AT CAPAC, ST. CLAIR COUNTY, 200 YARDS NORTHEAST OF A
 OJ0143'MEAT PACKING PLANT, 15 YARDS SOUTHEAST OF SEMAPHORE 3064, AT A
 OJ0143'ROAD CROSSING, 41.8 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OJ0143'40 FEET SOUTH OF THE SOUTH RAIL, 12 FEET WEST OF A CORNER POST
 OJ0143'OF A WIRE FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.
 OJ0143'A STANDARD DISK, STAMPED F 41 1934 AND SET IN THE TOP OF A
 OJ0143'CONCRETE POST.
 OJ0143
 OJ0143                          STATION RECOVERY (1977)
 OJ0143
 OJ0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0143'2.95 MILES WEST ALONG GRAND TRUNK WESTERN RAILROAD FROM THE FORMER
 OJ0143'DEPOT IN CAPAC, AT END OF CADE ROAD, 40 FEET SOUTH OF THE SOUTH RAIL,
 OJ0143'38 FEET WEST OF THE CENTER OF THE ROAD AND 13 FEET NORTH WEST OF A
 OJ0143'POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0353 ***********************************************************************
 NE0353  DESIGNATION -  F 43
 NE0353  PID         -  NE0353
 NE0353  STATE/COUNTY-  MI/OAKLAND
 NE0353  USGS QUAD   -  CLARKSTON (1983)
 NE0353
 NE0353                         *CURRENT SURVEY CONTROL
 NE0353  ___________________________________________________________________
 NE0353* NAD 83(1986)-  42 43 34.     (N)    083 29 29.     (W)     SCALED    
 NE0353* NAVD 88     -       310.849  (meters)    1019.84   (feet)  ADJUSTED  
 NE0353  ___________________________________________________________________
 NE0353  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NE0353  DYNAMIC HT  -         310.755 (meters)    1019.54  (feet)  COMP
 NE0353  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 NE0353
 NE0353  VERT ORDER  -  SECOND    CLASS 0
 NE0353
 NE0353.The horizontal coordinates were scaled from a topographic map and have
 NE0353.an estimated accuracy of +/- 6 seconds.
 NE0353
 NE0353.The orthometric height was determined by differential leveling
 NE0353.and adjusted by the National Geodetic Survey in June 1991..
 NE0353
 NE0353.The geoid height was determined by GEOID03.
 NE0353
 NE0353.The dynamic height is computed by dividing the NAVD 88
 NE0353.geopotential number by the normal gravity value computed on the
 NE0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0353.degrees latitude (g = 980.6199 gals.).
 NE0353
 NE0353.The modeled gravity was interpolated from observed gravity values.
 NE0353
 NE0353;                    North         East    Units  Estimated Accuracy
 NE0353;SPC MI S     -   136,570.    4,071,680.      MT  (+/- 180 meters Scaled)
 NE0353
 NE0353                          SUPERSEDED SURVEY CONTROL
 NE0353
 NE0353  NGVD 29 (??/??/92)  310.932  (m)         1020.12   (f) ADJ UNCH    2 0
 NE0353
 NE0353.Superseded values are not recommended for survey control.
 NE0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0353.See file dsdata.txt to determine how the superseded data were derived.
 NE0353
 NE0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH960334(NAD 83)
 NE0353_MARKER: DB = BENCH MARK DISK
 NE0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0353_STAMPING: F 43 1934
 NE0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0353+STABILITY: SURFACE MOTION
 NE0353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0353+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 NE0353
 NE0353  HISTORY     - Date     Condition        Report By
 NE0353  HISTORY     - 1934     MONUMENTED       CGS
 NE0353  HISTORY     - 20030507 GOOD             ROWEIN
 NE0353  HISTORY     - 20060315 GOOD             INDIV
 NE0353
 NE0353                          STATION DESCRIPTION
 NE0353
 NE0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0353'0.3 MI SE FROM ANDERSONVILLE.
 NE0353'0.3 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0353'THE STATION AT ANDERSONVILLE, OAKLAND COUNTY, IN THE SOUTH L
 NE0353'OF A ROAD CROSSING, 44.3 FEET WEST OF THE CROSSING OF THE MAIN
 NE0353'TRACK, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 NE0353'AND 8.6 FEET SOUTHEAST OF THE SOUTHEAST GATEPOST IN A FENCE.
 NE0353'A STANDARD DISK, STAMPED F 43 1934 AND SET IN THE TOP OF A
 NE0353'CONCRETE POST.
 NE0353
 NE0353                          STATION RECOVERY (2003)
 NE0353
 NE0353'RECOVERY NOTE BY ROWE INCORPORATED 2003 (DLS)
 NE0353'FOUND IN SOUTHWEST QUADRANT OF WARE ROAD AND RAILROAD INTERSECTION.
 NE0353'40 FT +/- SOUTH OF A 24 IN TREE.
 NE0353
 NE0353                          STATION RECOVERY (2006)
 NE0353
 NE0353'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0353'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0154 ***********************************************************************
 RJ0154  DESIGNATION -  F 44
 RJ0154  PID         -  RJ0154
 RJ0154  STATE/COUNTY-  MI/CHIPPEWA
 RJ0154  USGS QUAD   -  SHALLOWS (1975)
 RJ0154
 RJ0154                         *CURRENT SURVEY CONTROL
 RJ0154  ___________________________________________________________________
 RJ0154* NAD 83(1986)-  46 27 48.     (N)    084 25 30.     (W)     SCALED    
 RJ0154* NAVD 88     -       198.122  (meters)     650.01   (feet)  ADJUSTED  
 RJ0154  ___________________________________________________________________
 RJ0154  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ0154  DYNAMIC HT  -         198.134 (meters)     650.04  (feet)  COMP
 RJ0154  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RJ0154
 RJ0154  VERT ORDER  -  FIRST     CLASS II
 RJ0154
 RJ0154.The horizontal coordinates were scaled from a topographic map and have
 RJ0154.an estimated accuracy of +/- 6 seconds.
 RJ0154
 RJ0154.The orthometric height was determined by differential leveling
 RJ0154.and adjusted by the National Geodetic Survey in June 1991..
 RJ0154
 RJ0154.The geoid height was determined by GEOID03.
 RJ0154
 RJ0154.The dynamic height is computed by dividing the NAVD 88
 RJ0154.geopotential number by the normal gravity value computed on the
 RJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0154.degrees latitude (g = 980.6199 gals.).
 RJ0154
 RJ0154.The modeled gravity was interpolated from observed gravity values.
 RJ0154
 RJ0154;                    North         East    Units  Estimated Accuracy
 RJ0154;SPC MI N     -   189,940.    8,197,740.      MT  (+/- 180 meters Scaled)
 RJ0154
 RJ0154                          SUPERSEDED SURVEY CONTROL
 RJ0154
 RJ0154  NGVD 29 (??/??/92)  198.083  (m)          649.88   (f) ADJ UNCH    1 2
 RJ0154
 RJ0154.Superseded values are not recommended for survey control.
 RJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0154.See file dsdata.txt to determine how the superseded data were derived.
 RJ0154
 RJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS977487(NAD 83)
 RJ0154_MARKER: DB = BENCH MARK DISK
 RJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0154_STAMPING: F 44 1934
 RJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0154+STABILITY: SURFACE MOTION
 RJ0154
 RJ0154  HISTORY     - Date     Condition        Report By
 RJ0154  HISTORY     - 1934     MONUMENTED       CGS
 RJ0154  HISTORY     - 1938     GOOD             NGS
 RJ0154  HISTORY     - 1972     MARK NOT FOUND   NGS
 RJ0154
 RJ0154                          STATION DESCRIPTION
 RJ0154
 RJ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0154'4.5 MI SW FROM SAULT STE MARIE.
 RJ0154'4.5 MILES SOUTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0154'RAILROAD FROM THE STATION AT SAULT STE. MARIE, CHIPPEWA COUNTY,
 RJ0154'AT MILEPOST 4, 42 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 RJ0154'2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 RJ0154'F 44 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0154
 RJ0154                          STATION RECOVERY (1972)
 RJ0154
 RJ0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RJ0154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0038 ***********************************************************************
 RK0038  DESIGNATION -  F 46
 RK0038  PID         -  RK0038
 RK0038  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0038  USGS QUAD   -  DRIGGS LAKE SE (1972)
 RK0038
 RK0038                         *CURRENT SURVEY CONTROL
 RK0038  ___________________________________________________________________
 RK0038* NAD 83(1986)-  46 20 43.     (N)    086 07 13.     (W)     SCALED    
 RK0038* NAVD 88     -       232.485  (meters)     762.74   (feet)  ADJUSTED  
 RK0038  ___________________________________________________________________
 RK0038  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RK0038  DYNAMIC HT  -         232.500 (meters)     762.79  (feet)  COMP
 RK0038  MODELED GRAV-     980,674.3   (mgal)                       NAVD 88
 RK0038
 RK0038  VERT ORDER  -  FIRST     CLASS II
 RK0038
 RK0038.The horizontal coordinates were scaled from a topographic map and have
 RK0038.an estimated accuracy of +/- 6 seconds.
 RK0038
 RK0038.The orthometric height was determined by differential leveling
 RK0038.and adjusted by the National Geodetic Survey in June 1991..
 RK0038
 RK0038.The geoid height was determined by GEOID03.
 RK0038
 RK0038.The dynamic height is computed by dividing the NAVD 88
 RK0038.geopotential number by the normal gravity value computed on the
 RK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0038.degrees latitude (g = 980.6199 gals.).
 RK0038
 RK0038.The modeled gravity was interpolated from observed gravity values.
 RK0038
 RK0038;                    North         East    Units  Estimated Accuracy
 RK0038;SPC MI N     -   173,980.    8,067,710.      MT  (+/- 180 meters Scaled)
 RK0038
 RK0038                          SUPERSEDED SURVEY CONTROL
 RK0038
 RK0038  NGVD 29 (??/??/92)  232.450  (m)          762.63   (f) ADJ UNCH    1 2
 RK0038
 RK0038.Superseded values are not recommended for survey control.
 RK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0038.See file dsdata.txt to determine how the superseded data were derived.
 RK0038
 RK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES676327(NAD 83)
 RK0038_MARKER: DB = BENCH MARK DISK
 RK0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0038_STAMPING: F 46 1934
 RK0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0038+STABILITY: SURFACE MOTION
 RK0038
 RK0038  HISTORY     - Date     Condition        Report By
 RK0038  HISTORY     - 1934     MONUMENTED       CGS
 RK0038  HISTORY     - 1935     GOOD             NGS
 RK0038  HISTORY     - 20010125 GOOD             MIDT
 RK0038  HISTORY     - 20040920 GOOD             USPSQD
 RK0038  HISTORY     - 20060911 GOOD             USPSQD
 RK0038
 RK0038                          STATION DESCRIPTION
 RK0038
 RK0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0038'AT DRIGGS.
 RK0038'AT DRIGGS, SCHOOLCRAFT COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RK0038'ATLANTIC RAILWAY, 7 RAILS EAST OF THE STATION, 7 RAILS EAST OF
 RK0038'MILEPOST 88, 30 FEET WEST OF POLE 3254, 35 FEET SOUTH OF THE
 RK0038'CENTERLINE OF STATE HIGHWAY 28, 33 FEET NORTH OF THE CENTERLINE
 RK0038'OF THE TRACK, AND 15 FEET NORTH OF A SECTION HOUSE.  A STANDARD
 RK0038'DISK, STAMPED F 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0038
 RK0038                          STATION RECOVERY (2001)
 RK0038
 RK0038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RK0038'7.85 MILES WEST ALONG M-28 FROM JUNCTION M-77 SOUTH, 1297 FEET WEST OF
 RK0038'CENTERLINE OF DRIGGS RIVER RD, 109 FEET SOUTH OF EXISTING CENTERLINE
 RK0038'M-28, 41.8 FEET NORTH OF CENTERLINE OF RR, N85W - 104.4 FEET OF METAL
 RK0038'POST WITH SPUR 88 SIGN, N20E - 52.1 FEET OF RR SWITCH SIGNAL, 1.5 FEET
 RK0038'NORTH OF METAL WIT. POST AND 1.5 FEET SOUTH OF FIBERGLASS WIT. POST.
 RK0038
 RK0038                          STATION RECOVERY (2004)
 RK0038
 RK0038'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0038'RECOVERED IN GOOD CONDITION.
 RK0038
 RK0038                          STATION RECOVERY (2006)
 RK0038
 RK0038'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0109 ***********************************************************************
 RK0109  DESIGNATION -  F 47
 RK0109  PID         -  RK0109
 RK0109  STATE/COUNTY-  MI/ALGER
 RK0109  USGS QUAD   -  ROCK RIVER (1985)
 RK0109
 RK0109                         *CURRENT SURVEY CONTROL
 RK0109  ___________________________________________________________________
 RK0109* NAD 83(1986)-  46 28 26.     (N)    086 59 05.     (W)     SCALED    
 RK0109* NAVD 88     -       227.835  (meters)     747.49   (feet)  ADJUSTED  
 RK0109  ___________________________________________________________________
 RK0109  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 RK0109  DYNAMIC HT  -         227.846 (meters)     747.52  (feet)  COMP
 RK0109  MODELED GRAV-     980,657.8   (mgal)                       NAVD 88
 RK0109
 RK0109  VERT ORDER  -  FIRST     CLASS II
 RK0109
 RK0109.The horizontal coordinates were scaled from a topographic map and have
 RK0109.an estimated accuracy of +/- 6 seconds.
 RK0109
 RK0109.The orthometric height was determined by differential leveling
 RK0109.and adjusted by the National Geodetic Survey in June 1991..
 RK0109
 RK0109.The geoid height was determined by GEOID03.
 RK0109
 RK0109.The dynamic height is computed by dividing the NAVD 88
 RK0109.geopotential number by the normal gravity value computed on the
 RK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0109.degrees latitude (g = 980.6199 gals.).
 RK0109
 RK0109.The modeled gravity was interpolated from observed gravity values.
 RK0109
 RK0109;                    North         East    Units  Estimated Accuracy
 RK0109;SPC MI N     -   187,900.    8,001,170.      MT  (+/- 180 meters Scaled)
 RK0109
 RK0109                          SUPERSEDED SURVEY CONTROL
 RK0109
 RK0109  NGVD 29 (??/??/92)  227.798  (m)          747.37   (f) ADJ UNCH    1 2
 RK0109
 RK0109.Superseded values are not recommended for survey control.
 RK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0109.See file dsdata.txt to determine how the superseded data were derived.
 RK0109
 RK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES011467(NAD 83)
 RK0109_MARKER: DB = BENCH MARK DISK
 RK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0109_STAMPING: F 47 1934
 RK0109_MARK LOGO: CGS   
 RK0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0109+STABILITY: SURFACE MOTION
 RK0109
 RK0109  HISTORY     - Date     Condition        Report By
 RK0109  HISTORY     - 1934     MONUMENTED       CGS
 RK0109  HISTORY     - 1935     GOOD             NGS
 RK0109  HISTORY     - 19960724 GOOD             MI-003
 RK0109  HISTORY     - 19980414 GOOD             NGS
 RK0109
 RK0109                          STATION DESCRIPTION
 RK0109
 RK0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0109'2.8 MI E FROM DEERTON.
 RK0109'2.8 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0109'FROM DEERTON, ALGER COUNTY, 300 FEET EAST OF MILEPOST 133, 2
 RK0109'RAILS EAST OF CULVERT 132.95, ACROSS THE TRACK FROM POLE 4934,
 RK0109'30 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 18 FEET EAST
 RK0109'AND 8 FEET SOUTH OF POLE.  A STANDARD DISK, STAMPED F 47 1934 AND
 RK0109'SET IN THE TOP OF A CONCRETE POST.
 RK0109
 RK0109                          STATION RECOVERY (1996)
 RK0109
 RK0109'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0109'RECOVERED AS DESCRIBED.
 RK0109
 RK0109                          STATION RECOVERY (1998)
 RK0109
 RK0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0109'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0109'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0109'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0109'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0109'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0109'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0056 ***********************************************************************
 RL0056  DESIGNATION -  F 48
 RL0056  PID         -  RL0056
 RL0056  STATE/COUNTY-  MI/BARAGA
 RL0056  USGS QUAD   -  L'ANSE (1985)
 RL0056
 RL0056                         *CURRENT SURVEY CONTROL
 RL0056  ___________________________________________________________________
 RL0056* NAD 83(1986)-  46 48 04.     (N)    088 28 33.     (W)     SCALED    
 RL0056* NAVD 88     -       189.876  (meters)     622.95   (feet)  ADJUSTED  
 RL0056  ___________________________________________________________________
 RL0056  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 RL0056  DYNAMIC HT  -         189.887 (meters)     622.99  (feet)  COMP
 RL0056  MODELED GRAV-     980,671.3   (mgal)                       NAVD 88
 RL0056
 RL0056  VERT ORDER  -  FIRST     CLASS II
 RL0056
 RL0056.The horizontal coordinates were scaled from a topographic map and have
 RL0056.an estimated accuracy of +/- 6 seconds.
 RL0056
 RL0056.The orthometric height was determined by differential leveling
 RL0056.and adjusted by the National Geodetic Survey in June 1991..
 RL0056
 RL0056.The geoid height was determined by GEOID03.
 RL0056
 RL0056.The dynamic height is computed by dividing the NAVD 88
 RL0056.geopotential number by the normal gravity value computed on the
 RL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0056.degrees latitude (g = 980.6199 gals.).
 RL0056
 RL0056.The modeled gravity was interpolated from observed gravity values.
 RL0056
 RL0056;                    North         East    Units  Estimated Accuracy
 RL0056;SPC MI N     -   225,320.    7,887,350.      MT  (+/- 180 meters Scaled)
 RL0056
 RL0056                          SUPERSEDED SURVEY CONTROL
 RL0056
 RL0056  NGVD 29 (??/??/92)  189.857  (m)          622.89   (f) ADJ UNCH    1 2
 RL0056
 RL0056.Superseded values are not recommended for survey control.
 RL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0056.See file dsdata.txt to determine how the superseded data were derived.
 RL0056
 RL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS873841(NAD 83)
 RL0056_MARKER: DB = BENCH MARK DISK
 RL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0056_STAMPING: F 48 1934
 RL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0056+STABILITY: SURFACE MOTION
 RL0056
 RL0056  HISTORY     - Date     Condition        Report By
 RL0056  HISTORY     - 1934     MONUMENTED       CGS
 RL0056  HISTORY     - 1952     MARK NOT FOUND   NGS
 RL0056
 RL0056                          STATION DESCRIPTION
 RL0056
 RL0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RL0056'0.6 MI S FROM ASSININS.
 RL0056'0.6 MILE SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0056'FROM ASSININS, BARAGA COUNTY, 13 RAILS SOUTH OF MILEPOST 24,
 RL0056'2 RAILS NORTH OF A CROSSING, AND 20 FEET EAST OF THE TRACK.  A
 RL0056'STANDARD DISK, STAMPED F 48 1934 AND SET IN THE TOP OF A CONCRETE
 RL0056'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0173 ***********************************************************************
 QL0173  DESIGNATION -  F 49
 QL0173  PID         -  QL0173
 QL0173  STATE/COUNTY-  MI/DELTA
 QL0173  USGS QUAD   -  GLADSTONE (1985)
 QL0173
 QL0173                         *CURRENT SURVEY CONTROL
 QL0173  ___________________________________________________________________
 QL0173* NAD 83(1986)-  45 48 15.     (N)    087 04 17.     (W)     SCALED    
 QL0173* NAVD 88     -       191.733  (meters)     629.04   (feet)  ADJUSTED  
 QL0173  ___________________________________________________________________
 QL0173  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 QL0173  DYNAMIC HT  -         191.734 (meters)     629.05  (feet)  COMP
 QL0173  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 QL0173
 QL0173  VERT ORDER  -  SECOND    CLASS 0
 QL0173
 QL0173.The horizontal coordinates were scaled from a topographic map and have
 QL0173.an estimated accuracy of +/- 6 seconds.
 QL0173
 QL0173.The orthometric height was determined by differential leveling
 QL0173.and adjusted by the National Geodetic Survey in June 1991..
 QL0173
 QL0173.The geoid height was determined by GEOID03.
 QL0173
 QL0173.The dynamic height is computed by dividing the NAVD 88
 QL0173.geopotential number by the normal gravity value computed on the
 QL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0173.degrees latitude (g = 980.6199 gals.).
 QL0173
 QL0173.The modeled gravity was interpolated from observed gravity values.
 QL0173
 QL0173;                    North         East    Units  Estimated Accuracy
 QL0173;SPC MI N     -   113,460.    7,994,450.      MT  (+/- 180 meters Scaled)
 QL0173
 QL0173                          SUPERSEDED SURVEY CONTROL
 QL0173
 QL0173  NGVD 29 (??/??/92)  191.740  (m)          629.07   (f) ADJ UNCH    2 0
 QL0173
 QL0173.Superseded values are not recommended for survey control.
 QL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0173.See file dsdata.txt to determine how the superseded data were derived.
 QL0173
 QL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944722(NAD 83)
 QL0173_MARKER: DB = BENCH MARK DISK
 QL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0173_STAMPING: F 49 1934
 QL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0173+STABILITY: SURFACE MOTION
 QL0173
 QL0173  HISTORY     - Date     Condition        Report By
 QL0173  HISTORY     - 1934     MONUMENTED       CGS
 QL0173  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0173
 QL0173                          STATION DESCRIPTION
 QL0173
 QL0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0173'AT LARCH.
 QL0173'AT LARCH, DELTA COUNTY, ON THE MINNEAPOLIS, ST. PAUL AND SAULT
 QL0173'STE. MARIE RAILWAY, 200 YARDS EAST OF THE OVERHEAD CROSSING OF
 QL0173'THE CHICAGO AND NORTH WESTERN RAILWAY, 150 FEET WEST OF THE
 QL0173'MAIN LINE AND SPUR LINE TRACKS LEADING SOUTHWEST TO THE
 QL0173'CHICAGO AND NORTH WESTERN RAILWAY TRACK, 12 FEET EAST OF A TOOL
 QL0173'HOUSE, AND 25 FEET SOUTH OF THE CENTERLINE OF THE MINNEAPOLIS,
 QL0173'ST. PAUL AND SAULT STE. MARIE RAILWAY MAIN TRACK.  A STANDARD
 QL0173'DISK, STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE POST
 QL0173'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 QL0173
 QL0173                          STATION RECOVERY (1972)
 QL0173
 QL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0707 ***********************************************************************
 RL0707  DESIGNATION -  F 50
 RL0707  PID         -  RL0707
 RL0707  STATE/COUNTY-  MI/ONTONAGON
 RL0707  USGS QUAD   -  
 RL0707
 RL0707                         *CURRENT SURVEY CONTROL
 RL0707  ___________________________________________________________________
 RL0707* NAD 83(1986)-  46 32 45.     (N)    089 21 01.     (W)     SCALED    
 RL0707* NAVD 88     -       378.455  (meters)    1241.65   (feet)  ADJUSTED  
 RL0707  ___________________________________________________________________
 RL0707  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL0707  DYNAMIC HT  -         378.468 (meters)    1241.69  (feet)  COMP
 RL0707  MODELED GRAV-     980,638.8   (mgal)                       NAVD 88
 RL0707
 RL0707  VERT ORDER  -  FIRST     CLASS II
 RL0707
 RL0707.The horizontal coordinates were scaled from a topographic map and have
 RL0707.an estimated accuracy of +/- 6 seconds.
 RL0707
 RL0707.The orthometric height was determined by differential leveling
 RL0707.and adjusted by the National Geodetic Survey in June 1991..
 RL0707
 RL0707.The geoid height was determined by GEOID03.
 RL0707
 RL0707.The dynamic height is computed by dividing the NAVD 88
 RL0707.geopotential number by the normal gravity value computed on the
 RL0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0707.degrees latitude (g = 980.6199 gals.).
 RL0707
 RL0707.The modeled gravity was interpolated from observed gravity values.
 RL0707
 RL0707;                    North         East    Units  Estimated Accuracy
 RL0707;SPC MI N     -   198,560.    7,819,780.      MT  (+/- 180 meters Scaled)
 RL0707
 RL0707                          SUPERSEDED SURVEY CONTROL
 RL0707
 RL0707  NGVD 29 (??/??/92)  378.440  (m)         1241.60   (f) ADJ UNCH    1 2
 RL0707
 RL0707.Superseded values are not recommended for survey control.
 RL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0707.See file dsdata.txt to determine how the superseded data were derived.
 RL0707
 RL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS198573(NAD 83)
 RL0707_MARKER: DB = BENCH MARK DISK
 RL0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0707_STAMPING: F 50 1934
 RL0707_MARK LOGO: CGS   
 RL0707_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0707+STABILITY: SURFACE MOTION
 RL0707
 RL0707  HISTORY     - Date     Condition        Report By
 RL0707  HISTORY     - 1934     MONUMENTED       CGS
 RL0707  HISTORY     - 1948     GOOD             NGS
 RL0707  HISTORY     - 1985     GOOD             NGS
 RL0707  HISTORY     - 1987     GOOD             USPSQD
 RL0707  HISTORY     - 19960626 GOOD             USPSQD
 RL0707  HISTORY     - 20010615 GOOD             USPSQD
 RL0707  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0707
 RL0707                          STATION DESCRIPTION
 RL0707
 RL0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0707'3.3 MI W FROM EWEN.
 RL0707'ABOUT 3.3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0707'RAILWAY FROM THE STATION AT EWEN, ABOUT 0.2 MILE EAST OF MILE
 RL0707'POST 259, AT A DIM DRIVE WAY CROSSING, 64 FEET SOUTH OF THE
 RL0707'CENTER LINE OF STATE HIGHWAY 28 PARALLELING THE TRACK, 46 FEET
 RL0707'NORTH OF THE NORTH RAIL, 38 FEET SOUTHEAST OF THE EAST END
 RL0707'OF A 12-INCH CONCRETE PIPE CULVERT UNDER DRIVE, 10 1/2 FEET
 RL0707'EAST-SOUTHEAST OF A TELEPHONE POLE, 32 FEET EAST OF THE CENTER
 RL0707'LINE OF THE DIM DRIVE, 3 FEET SOUTH OF THE R/W FENCE LINE, 1
 RL0707'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0707'PROJECTING 5 INCHES.
 RL0707
 RL0707                          STATION RECOVERY (1985)
 RL0707
 RL0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0707'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.6 KM
 RL0707'(8.45 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0707'HIGHWAY 45 IN BRUCE CROSSING, 19.6 M (64.3 FT) SOUTHWEST OF THE
 RL0707'CENTERLINE OF THE HIGHWAY, AND 14.1 M (46.3 FT) NORTHEAST OF THE NEAR
 RL0707'RAIL OF THE SOO LINE RAILROAD.
 RL0707'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL0707'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL0707
 RL0707                          STATION RECOVERY (1987)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0707'RECOVERED IN GOOD CONDITION.
 RL0707
 RL0707                          STATION RECOVERY (1996)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0707'RECOVERED IN GOOD CONDITION.
 RL0707
 RL0707                          STATION RECOVERY (2001)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0707'RECOVERED IN GOOD CONDITION.
 RL0707
 RL0707                          STATION RECOVERY (2004)
 RL0707
 RL0707'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0707'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0363 ***********************************************************************
 RJ0363  DESIGNATION -  F 51
 RJ0363  PID         -  RJ0363
 RJ0363  STATE/COUNTY-  MI/CHIPPEWA
 RJ0363  USGS QUAD   -  HULBERT (1975)
 RJ0363
 RJ0363                         *CURRENT SURVEY CONTROL
 RJ0363  ___________________________________________________________________
 RJ0363* NAD 83(1986)-  46 15 17.     (N)    085 08 48.     (W)     SCALED    
 RJ0363* NAVD 88     -       231.110  (meters)     758.23   (feet)  ADJUSTED  
 RJ0363  ___________________________________________________________________
 RJ0363  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 RJ0363  DYNAMIC HT  -         231.125 (meters)     758.28  (feet)  COMP
 RJ0363  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 RJ0363
 RJ0363  VERT ORDER  -  FIRST     CLASS II
 RJ0363
 RJ0363.The horizontal coordinates were scaled from a topographic map and have
 RJ0363.an estimated accuracy of +/- 6 seconds.
 RJ0363
 RJ0363.The orthometric height was determined by differential leveling
 RJ0363.and adjusted by the National Geodetic Survey in June 1991..
 RJ0363
 RJ0363.The geoid height was determined by GEOID03.
 RJ0363
 RJ0363.The dynamic height is computed by dividing the NAVD 88
 RJ0363.geopotential number by the normal gravity value computed on the
 RJ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0363.degrees latitude (g = 980.6199 gals.).
 RJ0363
 RJ0363.The modeled gravity was interpolated from observed gravity values.
 RJ0363
 RJ0363;                    North         East    Units  Estimated Accuracy
 RJ0363;SPC MI N     -   165,210.    8,142,880.      MT  (+/- 180 meters Scaled)
 RJ0363
 RJ0363                          SUPERSEDED SURVEY CONTROL
 RJ0363
 RJ0363  NGVD 29 (??/??/92)  231.104  (m)          758.21   (f) ADJ UNCH    1 2
 RJ0363
 RJ0363.Superseded values are not recommended for survey control.
 RJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0363.See file dsdata.txt to determine how the superseded data were derived.
 RJ0363
 RJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS428240(NAD 83)
 RJ0363_MARKER: DB = BENCH MARK DISK
 RJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0363_STAMPING: F 51 1934
 RJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0363+STABILITY: SURFACE MOTION
 RJ0363
 RJ0363  HISTORY     - Date     Condition        Report By
 RJ0363  HISTORY     - 1934     MONUMENTED       CGS
 RJ0363
 RJ0363                          STATION DESCRIPTION
 RJ0363
 RJ0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0363'7.3 MI NW FROM SOO JUNCTION.
 RJ0363'7.3 MILES NORTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0363'RAILWAY FROM TROUT LAKE, CHIPPEWA COUNTY, 3 FEET SOUTHEAST OF
 RJ0363'MILEPOST 35, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE
 RJ0363'TRACK.  A STANDARD DISK, STAMPED F 51 1934 AND SET IN THE TOP
 RJ0363'OF A CONCRETE POST PROJECTING 1/4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0231 ***********************************************************************
 QK0231  DESIGNATION -  F 52
 QK0231  PID         -  QK0231
 QK0231  STATE/COUNTY-  MI/MACKINAC
 QK0231  USGS QUAD   -  ST IGNACE (1976)
 QK0231
 QK0231                         *CURRENT SURVEY CONTROL
 QK0231  ___________________________________________________________________
 QK0231* NAD 83(1986)-  45 52 17.     (N)    084 43 54.     (W)     SCALED    
 QK0231* NAVD 88     -       179.931  (meters)     590.32   (feet)  ADJUSTED  
 QK0231  ___________________________________________________________________
 QK0231  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QK0231  DYNAMIC HT  -         179.938 (meters)     590.35  (feet)  COMP
 QK0231  MODELED GRAV-     980,650.4   (mgal)                       NAVD 88
 QK0231
 QK0231  VERT ORDER  -  FIRST     CLASS 0
 QK0231
 QK0231.The horizontal coordinates were scaled from a topographic map and have
 QK0231.an estimated accuracy of +/- 6 seconds.
 QK0231
 QK0231.The orthometric height was determined by differential leveling
 QK0231.and adjusted by the National Geodetic Survey in June 1991..
 QK0231
 QK0231.The geoid height was determined by GEOID03.
 QK0231
 QK0231.The dynamic height is computed by dividing the NAVD 88
 QK0231.geopotential number by the normal gravity value computed on the
 QK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0231.degrees latitude (g = 980.6199 gals.).
 QK0231
 QK0231.The modeled gravity was interpolated from observed gravity values.
 QK0231
 QK0231;                    North         East    Units  Estimated Accuracy
 QK0231;SPC MI N     -   123,450.    8,176,080.      MT  (+/- 180 meters Scaled)
 QK0231
 QK0231                          SUPERSEDED SURVEY CONTROL
 QK0231
 QK0231  NGVD 29 (??/??/92)  179.976  (m)          590.47   (f) ADJ UNCH    1 0
 QK0231
 QK0231.Superseded values are not recommended for survey control.
 QK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0231.See file dsdata.txt to determine how the superseded data were derived.
 QK0231
 QK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR760822(NAD 83)
 QK0231_MARKER: DB = BENCH MARK DISK
 QK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0231_STAMPING: F 52 1934
 QK0231_MARK LOGO: CGS   
 QK0231_PROJECTION: PROJECTING 9 CENTIMETERS
 QK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0231+STABILITY: SURFACE MOTION
 QK0231
 QK0231  HISTORY     - Date     Condition        Report By
 QK0231  HISTORY     - 1934     MONUMENTED       CGS
 QK0231  HISTORY     - 1972     GOOD             NGS
 QK0231  HISTORY     - 1975     GOOD             NGS
 QK0231  HISTORY     - 1983     GOOD             NGS
 QK0231  HISTORY     - 19950701 GOOD             USPSQD
 QK0231  HISTORY     - 20010331 GOOD             NGS
 QK0231  HISTORY     - 20020605 GOOD             MIDT
 QK0231  HISTORY     - 20030606 GOOD             USPSQD
 QK0231  HISTORY     - 20060830 GOOD             USPSQD
 QK0231
 QK0231                          STATION DESCRIPTION
 QK0231
 QK0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0231'AT ST IGNACE.
 QK0231'AT ST IGNACE, ABOUT 0.45 MILE NORTH ALONG STATE STREET FROM THE
 QK0231'1ST NATIONAL BANK BUILDING, AT THE NORTHWEST CORNER OF THE
 QK0231'JUNCTION OF STATE STREET AND MARQUETTE STREET, AT THE SOUTHEAST
 QK0231'CORNER OF MARQUETTE PARK, 24.3 FEET WEST OF THE WEST CURB LINE
 QK0231'OF STATE STREET, 34 FEET NORTH OF THE CENTER LINE OF MARQUETTE
 QK0231'STREET, 3 FEET SOUTHWEST OF THE WEST CORNER OF THE SOUTHWEST
 QK0231'LEG OF AN E.A. MARQUETTE ARCH, 0.9 FOOT NORTH OF THE NORTH EDGE
 QK0231'OF AN EAST-WEST SIDEWALK, 1 FOOT ABOVE THE LEVEL OF STATE
 QK0231'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH
 QK0231'ABOVE THE LEVEL OF THE GROUND.
 QK0231
 QK0231                          STATION RECOVERY (1975)
 QK0231
 QK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (1983)
 QK0231
 QK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0231'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN ST. IGNACE,
 QK0231'1.4 KM (0.9 MI) NORTH ALONG STATE STREET AND INTERSTATE HIGHWAY 75
 QK0231'BUSINESS FROM THE POST OFFICE, SET AT THE SOUTHEAST CORNER OF THE
 QK0231'FATHER MARQUETTE PARK AND CHURCH, 23.22 METERS (76.2 FT) SOUTH OF THE
 QK0231'SOUTHEAST CORNER OF THE FATHER MARQUETTE MUSEUM, 13.71 METERS
 QK0231'(45.0 FT) WEST OF THE CENTERLINE OF STATE STREET, 10.36 METERS
 QK0231'(34.0 FT) NORTH OF THE CENTERLINE OF MARQUETTE STREET, AND 7.01 METERS
 QK0231'(23.0 FT) WEST OF A FIRE HYDRANT.
 QK0231'THE MARK IS ABOVE LEVEL WITH STATE STREET.
 QK0231
 QK0231                          STATION RECOVERY (1995)
 QK0231
 QK0231'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (2001)
 QK0231
 QK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0231'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0231
 QK0231                          STATION RECOVERY (2002)
 QK0231
 QK0231'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0231'ADDITIONAL WITNESSES AT FATHER MARQUETTE PARK 3' S36W FROM NW CORNER
 QK0231'OF WEST LEG OF FATHER MARQUETTE PARK ENTRANCE ARCH, 15.5' N12E FROM
 QK0231'FIRE HYDRANT, AND 5.2' S46E FROM 15INCH SUGAR MAPLE.
 QK0231
 QK0231                          STATION RECOVERY (2003)
 QK0231
 QK0231'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0231'RECOVERED IN GOOD CONDITION.
 QK0231
 QK0231                          STATION RECOVERY (2006)
 QK0231
 QK0231'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0231'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0345 ***********************************************************************
 RJ0345  DESIGNATION -  F 53
 RJ0345  PID         -  RJ0345
 RJ0345  STATE/COUNTY-  MI/CHIPPEWA
 RJ0345  USGS QUAD   -  TROUT LAKE (1964)
 RJ0345
 RJ0345                         *CURRENT SURVEY CONTROL
 RJ0345  ___________________________________________________________________
 RJ0345* NAD 83(1986)-  46 11 04.     (N)    085 04 30.     (W)     SCALED    
 RJ0345* NAVD 88     -       258.847  (meters)     849.23   (feet)  ADJUSTED  
 RJ0345  ___________________________________________________________________
 RJ0345  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 RJ0345  DYNAMIC HT  -         258.864 (meters)     849.29  (feet)  COMP
 RJ0345  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RJ0345
 RJ0345  VERT ORDER  -  SECOND    CLASS 0
 RJ0345
 RJ0345.The horizontal coordinates were scaled from a topographic map and have
 RJ0345.an estimated accuracy of +/- 6 seconds.
 RJ0345
 RJ0345.The orthometric height was determined by differential leveling
 RJ0345.and adjusted by the National Geodetic Survey in June 1991..
 RJ0345
 RJ0345.The geoid height was determined by GEOID03.
 RJ0345
 RJ0345.The dynamic height is computed by dividing the NAVD 88
 RJ0345.geopotential number by the normal gravity value computed on the
 RJ0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0345.degrees latitude (g = 980.6199 gals.).
 RJ0345
 RJ0345.The modeled gravity was interpolated from observed gravity values.
 RJ0345
 RJ0345;                    North         East    Units  Estimated Accuracy
 RJ0345;SPC MI N     -   157,530.    8,148,590.      MT  (+/- 180 meters Scaled)
 RJ0345
 RJ0345                          SUPERSEDED SURVEY CONTROL
 RJ0345
 RJ0345  NGVD 29 (??/??/92)  258.835  (m)          849.19   (f) ADJ UNCH    2 0
 RJ0345
 RJ0345.Superseded values are not recommended for survey control.
 RJ0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0345.See file dsdata.txt to determine how the superseded data were derived.
 RJ0345
 RJ0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS485163(NAD 83)
 RJ0345_MARKER: DB = BENCH MARK DISK
 RJ0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0345_STAMPING: F 53 1934
 RJ0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0345+STABILITY: SURFACE MOTION
 RJ0345
 RJ0345  HISTORY     - Date     Condition        Report By
 RJ0345  HISTORY     - 1934     MONUMENTED       CGS
 RJ0345  HISTORY     - 1938     GOOD             NGS
 RJ0345
 RJ0345                          STATION DESCRIPTION
 RJ0345
 RJ0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0345'2.7 MI SW FROM TROUT LAKE.
 RJ0345'2.7 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT
 RJ0345'STE. MARIE RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA
 RJ0345'COUNTY, ACROSS THE TRACK FROM MILEPOST 447, 50 FEET NORTH OF THE
 RJ0345'CENTERLINE OF THE TRACK, IN LINE WITH A ROW OF POLES, AND 3
 RJ0345'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED F 53 1934 AND
 RJ0345'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 RJ0345'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0461 ***********************************************************************
 RJ0461  DESIGNATION -  F 54
 RJ0461  PID         -  RJ0461
 RJ0461  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0461  USGS QUAD   -  BLANEY PARK (1972)
 RJ0461
 RJ0461                         *CURRENT SURVEY CONTROL
 RJ0461  ___________________________________________________________________
 RJ0461* NAD 83(1986)-  46 01 50.     (N)    085 53 45.     (W)     SCALED    
 RJ0461* NAVD 88     -       193.412  (meters)     634.55   (feet)  ADJUSTED  
 RJ0461  ___________________________________________________________________
 RJ0461  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 RJ0461  DYNAMIC HT  -         193.421 (meters)     634.58  (feet)  COMP
 RJ0461  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 RJ0461
 RJ0461  VERT ORDER  -  SECOND    CLASS 0
 RJ0461
 RJ0461.The horizontal coordinates were scaled from a topographic map and have
 RJ0461.an estimated accuracy of +/- 6 seconds.
 RJ0461
 RJ0461.The orthometric height was determined by differential leveling
 RJ0461.and adjusted by the National Geodetic Survey in June 1991..
 RJ0461
 RJ0461.The geoid height was determined by GEOID03.
 RJ0461
 RJ0461.The dynamic height is computed by dividing the NAVD 88
 RJ0461.geopotential number by the normal gravity value computed on the
 RJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0461.degrees latitude (g = 980.6199 gals.).
 RJ0461
 RJ0461.The modeled gravity was interpolated from observed gravity values.
 RJ0461
 RJ0461;                    North         East    Units  Estimated Accuracy
 RJ0461;SPC MI N     -   139,220.    8,085,480.      MT  (+/- 180 meters Scaled)
 RJ0461
 RJ0461                          SUPERSEDED SURVEY CONTROL
 RJ0461
 RJ0461  NGVD 29 (??/??/92)  193.390  (m)          634.48   (f) ADJ UNCH    2 0
 RJ0461
 RJ0461.Superseded values are not recommended for survey control.
 RJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0461.See file dsdata.txt to determine how the superseded data were derived.
 RJ0461
 RJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER854980(NAD 83)
 RJ0461_MARKER: DB = BENCH MARK DISK
 RJ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0461_STAMPING: F 54 1934
 RJ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0461+STABILITY: SURFACE MOTION
 RJ0461
 RJ0461  HISTORY     - Date     Condition        Report By
 RJ0461  HISTORY     - 1934     MONUMENTED       CGS
 RJ0461  HISTORY     - 1938     GOOD             NGS
 RJ0461  HISTORY     - 1972     MARK NOT FOUND   USGS
 RJ0461
 RJ0461                          STATION DESCRIPTION
 RJ0461
 RJ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0461'6.4 MI E FROM GULLIVER.
 RJ0461'6.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0461'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0461'AT MILEPOST 405, 410 FEET EAST OF THE MIDDLE OF A WOODEN BRIDGE
 RJ0461'OVER A STREAM, 12 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 RJ0461'TRACK, AND 18 INCHES LOWER THAN THE TRACK.  A STANDARD DISK,
 RJ0461'STAMPED F 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RJ0461
 RJ0461                          STATION RECOVERY (1972)
 RJ0461
 RJ0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RJ0461'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0066 ***********************************************************************
 RK0066  DESIGNATION -  F 55
 RK0066  PID         -  RK0066
 RK0066  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0066  USGS QUAD   -  
 RK0066
 RK0066                         *CURRENT SURVEY CONTROL
 RK0066  ___________________________________________________________________
 RK0066* NAD 83(1986)-  46 14 32.     (N)    086 26 54.     (W)     SCALED    
 RK0066* NAVD 88     -       232.432  (meters)     762.57   (feet)  ADJUSTED  
 RK0066  ___________________________________________________________________
 RK0066  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RK0066  DYNAMIC HT  -         232.447 (meters)     762.62  (feet)  COMP
 RK0066  MODELED GRAV-     980,673.7   (mgal)                       NAVD 88
 RK0066
 RK0066  VERT ORDER  -  SECOND    CLASS 0
 RK0066
 RK0066.The horizontal coordinates were scaled from a topographic map and have
 RK0066.an estimated accuracy of +/- 6 seconds.
 RK0066
 RK0066.The orthometric height was determined by differential leveling
 RK0066.and adjusted by the National Geodetic Survey in June 1991..
 RK0066
 RK0066.The geoid height was determined by GEOID03.
 RK0066
 RK0066.The dynamic height is computed by dividing the NAVD 88
 RK0066.geopotential number by the normal gravity value computed on the
 RK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0066.degrees latitude (g = 980.6199 gals.).
 RK0066
 RK0066.The modeled gravity was interpolated from observed gravity values.
 RK0066
 RK0066;                    North         East    Units  Estimated Accuracy
 RK0066;SPC MI N     -   162,300.    8,042,540.      MT  (+/- 180 meters Scaled)
 RK0066
 RK0066                          SUPERSEDED SURVEY CONTROL
 RK0066
 RK0066  NGVD 29 (??/??/92)  232.404  (m)          762.48   (f) ADJ UNCH    2 0
 RK0066
 RK0066.Superseded values are not recommended for survey control.
 RK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0066.See file dsdata.txt to determine how the superseded data were derived.
 RK0066
 RK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES425211(NAD 83)
 RK0066_MARKER: DB = BENCH MARK DISK
 RK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0066_STAMPING: F 55 1934
 RK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0066+STABILITY: SURFACE MOTION
 RK0066
 RK0066  HISTORY     - Date     Condition        Report By
 RK0066  HISTORY     - 1934     MONUMENTED       CGS
 RK0066  HISTORY     - 1958     MARK NOT FOUND   NGS
 RK0066
 RK0066                          STATION DESCRIPTION
 RK0066
 RK0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RK0066'8 MI S FROM SHINGLETON.
 RK0066'IN SCHOOLCRAFT COUNTY, 8 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0066'FROM SHINGLETON, ALGER COUNTY, AT A CURVE, 24 FEET NORTH OF THE
 RK0066'CENTERLINE OF A ROAD LEADING TO KENTUCKY, 81 FEET EAST OF THE
 RK0066'CENTERLINE OF THE NORTH AND SOUTH PORTION OF THE HIGHWAY, AND
 RK0066'28 FEET NORTH OF THE CENTERLINE OF THE EAST AND WEST PORTION OF
 RK0066'THE HIGHWAY.  A STANDARD DISK, STAMPED F 55 1934 AND SET IN
 RK0066'THE TOP OF A CONCRETE POST.  NOTE-- NEW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0392 ***********************************************************************
 QL0392  DESIGNATION -  F 57
 QL0392  PID         -  QL0392
 QL0392  STATE/COUNTY-  MI/MENOMINEE
 QL0392  USGS QUAD   -  CUNARD (1989)
 QL0392
 QL0392                         *CURRENT SURVEY CONTROL
 QL0392  ___________________________________________________________________
 QL0392* NAD 83(1986)-  45 41 19.     (N)    087 43 02.     (W)     SCALED    
 QL0392* NAVD 88     -       275.670  (meters)     904.43   (feet)  ADJUSTED  
 QL0392  ___________________________________________________________________
 QL0392  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QL0392  DYNAMIC HT  -         275.667 (meters)     904.42  (feet)  COMP
 QL0392  MODELED GRAV-     980,596.3   (mgal)                       NAVD 88
 QL0392
 QL0392  VERT ORDER  -  SECOND    CLASS 0
 QL0392
 QL0392.The horizontal coordinates were scaled from a topographic map and have
 QL0392.an estimated accuracy of +/- 6 seconds.
 QL0392
 QL0392.The orthometric height was determined by differential leveling
 QL0392.and adjusted by the National Geodetic Survey in June 1991..
 QL0392
 QL0392.The geoid height was determined by GEOID03.
 QL0392
 QL0392.The dynamic height is computed by dividing the NAVD 88
 QL0392.geopotential number by the normal gravity value computed on the
 QL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0392.degrees latitude (g = 980.6199 gals.).
 QL0392
 QL0392.The modeled gravity was interpolated from observed gravity values.
 QL0392
 QL0392;                    North         East    Units  Estimated Accuracy
 QL0392;SPC MI N     -   100,870.    7,944,130.      MT  (+/- 180 meters Scaled)
 QL0392
 QL0392                          SUPERSEDED SURVEY CONTROL
 QL0392
 QL0392  NGVD 29 (??/??/92)  275.686  (m)          904.48   (f) ADJ UNCH    2 0
 QL0392
 QL0392.Superseded values are not recommended for survey control.
 QL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0392.See file dsdata.txt to determine how the superseded data were derived.
 QL0392
 QL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR441597(NAD 83)
 QL0392_MARKER: DB = BENCH MARK DISK
 QL0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0392_STAMPING: F 57 1934
 QL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0392+STABILITY: SURFACE MOTION
 QL0392
 QL0392  HISTORY     - Date     Condition        Report By
 QL0392  HISTORY     - 1934     MONUMENTED       CGS
 QL0392
 QL0392                          STATION DESCRIPTION
 QL0392
 QL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0392'2 MI E FROM FAITHORN.
 QL0392'2.0 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0392'MARIE RAILROAD FROM THE STATION AT FAITHORN, MENOMINEE COUNTY,
 QL0392'51 FEET WEST OF MILEPOST 305, 24 FEET NORTH OF THE CENTERLINE
 QL0392'OF THE MAIN TRACK, AND 21 FEET SOUTH OF A FENCE.  A STANDARD
 QL0392'DISK, STAMPED F 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0008 ***********************************************************************
 RM0008  DESIGNATION -  F 58
 RM0008  PID         -  RM0008
 RM0008  STATE/COUNTY-  MI/GOGEBIC
 RM0008  USGS QUAD   -  PINE LAKE (1973)
 RM0008
 RM0008                         *CURRENT SURVEY CONTROL
 RM0008  ___________________________________________________________________
 RM0008* NAD 83(1986)-  46 30 33.     (N)    090 11 51.     (W)     SCALED    
 RM0008* NAVD 88     -       368.273  (meters)    1208.24   (feet)  ADJUSTED  
 RM0008  ___________________________________________________________________
 RM0008  GEOID HEIGHT-         -30.66  (meters)                     GEOID03
 RM0008  DYNAMIC HT  -         368.300 (meters)    1208.33  (feet)  COMP
 RM0008  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 RM0008
 RM0008  VERT ORDER  -  FIRST     CLASS II
 RM0008
 RM0008.The horizontal coordinates were scaled from a topographic map and have
 RM0008.an estimated accuracy of +/- 6 seconds.
 RM0008
 RM0008.The orthometric height was determined by differential leveling
 RM0008.and adjusted by the National Geodetic Survey in June 1991..
 RM0008
 RM0008.The geoid height was determined by GEOID03.
 RM0008
 RM0008.The dynamic height is computed by dividing the NAVD 88
 RM0008.geopotential number by the normal gravity value computed on the
 RM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0008.degrees latitude (g = 980.6199 gals.).
 RM0008
 RM0008.The modeled gravity was interpolated from observed gravity values.
 RM0008
 RM0008;                    North         East    Units  Estimated Accuracy
 RM0008;SPC MI N     -   196,770.    7,754,680.      MT  (+/- 180 meters Scaled)
 RM0008
 RM0008                          SUPERSEDED SURVEY CONTROL
 RM0008
 RM0008  NGVD 29 (??/??/92)  368.298  (m)         1208.32   (f) ADJ UNCH    1 2
 RM0008
 RM0008.Superseded values are not recommended for survey control.
 RM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0008.See file dsdata.txt to determine how the superseded data were derived.
 RM0008
 RM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM150544(NAD 83)
 RM0008_MARKER: DB = BENCH MARK DISK
 RM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0008_STAMPING: F 58 1934
 RM0008_MARK LOGO: CGS   
 RM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0008+STABILITY: SURFACE MOTION
 RM0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0008+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0008
 RM0008  HISTORY     - Date     Condition        Report By
 RM0008  HISTORY     - 1934     MONUMENTED       CGS
 RM0008  HISTORY     - 1964     GOOD             NGS
 RM0008  HISTORY     - 1982     POOR             NGS
 RM0008  HISTORY     - 1987     POOR             USPSQD
 RM0008  HISTORY     - 20030822 GOOD             USPSQD
 RM0008
 RM0008                          STATION DESCRIPTION
 RM0008
 RM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0008'2.2 MI W FROM NORTH IRONWOOD.
 RM0008'2.2 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0008'RAILROAD FROM THE STATION AT NORTH IRONWOOD, GOGEBIC COUNTY,
 RM0008'AT MILEAGE 301.4, AT JANET SIDING, 18 FEET SOUTH OF A SHED,
 RM0008'AT A ROAD CROSSING, 54 FEET NORTH OF THE CENTERLINE OF THE
 RM0008'MAIN TRACK, 20 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 RM0008'5 FEET EAST OF AN ELECTRIC-LIGHT POLE.  A STANDARD DISK, STAMPED
 RM0008'F 58 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RM0008
 RM0008                          STATION RECOVERY (1964)
 RM0008
 RM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0008'RECOVERED IN GOOD CONDITION.
 RM0008
 RM0008                          STATION RECOVERY (1982)
 RM0008
 RM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0008'RECOVERED THIS DATE.  FOUND LOOSE IN THE GROUND, NOT LEVELED TO AT
 RM0008'THIS TIME.
 RM0008
 RM0008                          STATION RECOVERY (1987)
 RM0008
 RM0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0008'MARK RECOVERED IN POOR CONDITION.
 RM0008
 RM0008                          STATION RECOVERY (2003)
 RM0008
 RM0008'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0008'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS 1 FOOT SOUTH OF A
 RM0008'WHITE METAL WITNESS POST WHICH IS BENT OVER.  THE CONCRETE POST AND
 RM0008'MONUMENT PROJECTS 14 INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0230 ***********************************************************************
 RL0230  DESIGNATION -  F 59
 RL0230  PID         -  RL0230
 RL0230  STATE/COUNTY-  MI/IRON
 RL0230  USGS QUAD   -  AMASA (1975)
 RL0230
 RL0230                         *CURRENT SURVEY CONTROL
 RL0230  ___________________________________________________________________
 RL0230* NAD 83(1986)-  46 12 36.     (N)    088 26 27.     (W)     SCALED    
 RL0230* NAVD 88     -       449.218  (meters)    1473.81   (feet)  ADJUSTED  
 RL0230  ___________________________________________________________________
 RL0230  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 RL0230  DYNAMIC HT  -         449.229 (meters)    1473.85  (feet)  COMP
 RL0230  MODELED GRAV-     980,625.2   (mgal)                       NAVD 88
 RL0230
 RL0230  VERT ORDER  -  SECOND    CLASS 0
 RL0230
 RL0230.The horizontal coordinates were scaled from a topographic map and have
 RL0230.an estimated accuracy of +/- 6 seconds.
 RL0230
 RL0230.The orthometric height was determined by differential leveling
 RL0230.and adjusted by the National Geodetic Survey in June 1991..
 RL0230
 RL0230.The geoid height was determined by GEOID03.
 RL0230
 RL0230.The dynamic height is computed by dividing the NAVD 88
 RL0230.geopotential number by the normal gravity value computed on the
 RL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0230.degrees latitude (g = 980.6199 gals.).
 RL0230
 RL0230.The modeled gravity was interpolated from observed gravity values.
 RL0230
 RL0230;                    North         East    Units  Estimated Accuracy
 RL0230;SPC MI N     -   159,580.    7,888,830.      MT  (+/- 180 meters Scaled)
 RL0230
 RL0230                          SUPERSEDED SURVEY CONTROL
 RL0230
 RL0230  NGVD 29 (??/??/92)  449.206  (m)         1473.77   (f) ADJ UNCH    2 0
 RL0230
 RL0230.Superseded values are not recommended for survey control.
 RL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0230.See file dsdata.txt to determine how the superseded data were derived.
 RL0230
 RL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS888183(NAD 83)
 RL0230_MARKER: DB = BENCH MARK DISK
 RL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0230_STAMPING: F 59 1934
 RL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0230+STABILITY: SURFACE MOTION
 RL0230
 RL0230  HISTORY     - Date     Condition        Report By
 RL0230  HISTORY     - 1934     MONUMENTED       CGS
 RL0230  HISTORY     - 1948     GOOD             NGS
 RL0230
 RL0230                          STATION DESCRIPTION
 RL0230
 RL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0230'1.7 MI S FROM AMASA.
 RL0230'1.7 MILES SOUTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0230'PACIFIC RAILWAY FROM THE STATION AT AMASA, AT THE CROSSING OF
 RL0230'U.S. HIGHWAY 141, 28 FEET NORTHEAST OF THE NORTHEAST RAIL, 47
 RL0230'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 6.5 FEET SOUTH
 RL0230'OF A TELEPHONE POLE, 87 FEET NORTH-NORTHWEST OF THE CROSSING
 RL0230'SIGNAL, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 RL0230'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0348 ***********************************************************************
 RK0348  DESIGNATION -  F 61
 RK0348  PID         -  RK0348
 RK0348  STATE/COUNTY-  MI/MARQUETTE
 RK0348  USGS QUAD   -  CHAMPION (1975)
 RK0348
 RK0348                         *CURRENT SURVEY CONTROL
 RK0348  ___________________________________________________________________
 RK0348* NAD 83(1986)-  46 30 49.     (N)    087 57 48.     (W)     SCALED    
 RK0348* NAVD 88     -       486.762  (meters)    1596.98   (feet)  ADJUSTED  
 RK0348  ___________________________________________________________________
 RK0348  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 RK0348  DYNAMIC HT  -         486.781 (meters)    1597.05  (feet)  COMP
 RK0348  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 RK0348
 RK0348  VERT ORDER  -  SECOND    CLASS 0
 RK0348
 RK0348.The horizontal coordinates were scaled from a topographic map and have
 RK0348.an estimated accuracy of +/- 6 seconds.
 RK0348
 RK0348.The orthometric height was determined by differential leveling
 RK0348.and adjusted by the National Geodetic Survey in June 1991..
 RK0348
 RK0348.The geoid height was determined by GEOID03.
 RK0348
 RK0348.The dynamic height is computed by dividing the NAVD 88
 RK0348.geopotential number by the normal gravity value computed on the
 RK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0348.degrees latitude (g = 980.6199 gals.).
 RK0348
 RK0348.The modeled gravity was interpolated from observed gravity values.
 RK0348
 RK0348;                    North         East    Units  Estimated Accuracy
 RK0348;SPC MI N     -   192,760.    7,926,080.      MT  (+/- 180 meters Scaled)
 RK0348
 RK0348                          SUPERSEDED SURVEY CONTROL
 RK0348
 RK0348  NGVD 29 (??/??/92)  486.69   (m)         1596.7    (f) COMPUTED    2 0
 RK0348
 RK0348.Superseded values are not recommended for survey control.
 RK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0348.See file dsdata.txt to determine how the superseded data were derived.
 RK0348
 RK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS261515(NAD 83)
 RK0348_MARKER: DB = BENCH MARK DISK
 RK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0348_STAMPING: F 61 1934
 RK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0348+STABILITY: SURFACE MOTION
 RK0348
 RK0348  HISTORY     - Date     Condition        Report By
 RK0348  HISTORY     - 1934     MONUMENTED       CGS
 RK0348  HISTORY     - 1982     MARK NOT FOUND   MIDH
 RK0348  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0348  HISTORY     - 19990922 MARK NOT FOUND   USPSQD
 RK0348
 RK0348                          STATION DESCRIPTION
 RK0348
 RK0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0348'AT CHAMPION.
 RK0348'AT CHAMPION, MARQUETTE COUNTY, ON THE CHICAGO, MILWAUKEE, ST.
 RK0348'PAUL AND PACIFIC RAILROAD, 20 FEET EAST OF THE SOUTHEAST CORNER
 RK0348'OF THE STATION, 40 FEET EAST OF CHAMPION STREET, 12 FEET NORTH
 RK0348'OF THE TRACK, AND 1 FOOT FROM A POLE.  A STANDARD DISK, STAMPED
 RK0348'F 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0348
 RK0348                          STATION RECOVERY (1982)
 RK0348
 RK0348'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1982
 RK0348'MARK NOT FOUND.
 RK0348
 RK0348                          STATION RECOVERY (1985)
 RK0348
 RK0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0348'MARK NOT FOUND.
 RK0348
 RK0348                          STATION RECOVERY (1999)
 RK0348
 RK0348'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0070 ***********************************************************************
 RL0070  DESIGNATION -  F 62
 RL0070  PID         -  RL0070
 RL0070  STATE/COUNTY-  MI/HOUGHTON
 RL0070  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0070
 RL0070                         *CURRENT SURVEY CONTROL
 RL0070  ___________________________________________________________________
 RL0070* NAD 83(1986)-  46 58 46.     (N)    088 26 02.     (W)     SCALED    
 RL0070* NAVD 88     -       184.335  (meters)     604.77   (feet)  ADJUSTED  
 RL0070  ___________________________________________________________________
 RL0070  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 RL0070  DYNAMIC HT  -         184.347 (meters)     604.81  (feet)  COMP
 RL0070  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 RL0070
 RL0070  VERT ORDER  -  FIRST     CLASS II
 RL0070
 RL0070.The horizontal coordinates were scaled from a topographic map and have
 RL0070.an estimated accuracy of +/- 6 seconds.
 RL0070
 RL0070.The orthometric height was determined by differential leveling
 RL0070.and adjusted by the National Geodetic Survey in March 1997..
 RL0070
 RL0070.The geoid height was determined by GEOID03.
 RL0070
 RL0070.The dynamic height is computed by dividing the NAVD 88
 RL0070.geopotential number by the normal gravity value computed on the
 RL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0070.degrees latitude (g = 980.6199 gals.).
 RL0070
 RL0070.The modeled gravity was interpolated from observed gravity values.
 RL0070
 RL0070;                    North         East    Units  Estimated Accuracy
 RL0070;SPC MI N     -   245,080.    7,890,910.      MT  (+/- 180 meters Scaled)
 RL0070
 RL0070                          SUPERSEDED SURVEY CONTROL
 RL0070
 RL0070  NAVD 88 (06/15/91)  184.367  (m)          604.88   (f) UNKNOWN     1 2
 RL0070  NGVD 29 (??/??/92)  184.360  (m)          604.85   (f) ADJ UNCH    1 2
 RL0070
 RL0070.Superseded values are not recommended for survey control.
 RL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0070.See file dsdata.txt to determine how the superseded data were derived.
 RL0070
 RL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT909038(NAD 83)
 RL0070_MARKER: DB = BENCH MARK DISK
 RL0070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0070_SP_SET: SEAWALL
 RL0070_STAMPING: F 62 1934
 RL0070_MARK LOGO: CGS   
 RL0070_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0070+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 RL0070
 RL0070  HISTORY     - Date     Condition        Report By
 RL0070  HISTORY     - 1934     MONUMENTED       CGS
 RL0070  HISTORY     - 19960725 GOOD             NGS
 RL0070  HISTORY     - 20000424 GOOD             MIDT
 RL0070  HISTORY     - 20030617 GOOD             GEOCAC
 RL0070
 RL0070                          STATION DESCRIPTION
 RL0070
 RL0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0070'NEAR PORTAGE ENTRY.
 RL0070'ACROSS THE BAY FROM PORTAGE ENTRY, HOUGHTON COUNTY, IN FRONT OF
 RL0070'THE HOME OF THE LIGHTHOUSE KEEPER, IN THE NORTH END OF THE
 RL0070'BREAKER WALL, 10 INCHES WEST OF THE EAST EDGE, 4.4 FEET SOUTH
 RL0070'OF THE NORTH END, AND 2-1/2 FEET SOUTH OF A GAGE.  A STANDARD
 RL0070'DISK, STAMPED F 62 1934.
 RL0070
 RL0070                          STATION RECOVERY (1996)
 RL0070
 RL0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0070'12.7 KM (7.90 MI) SOUTHERLY ALONG BOOTJACK ROAD (9TH STREET) FROM THE
 RL0070'JUNCTION OF STATE HIGHWAY 26 IN LAKE LINDEN, THENCE 14.2 KM (8.80 MI)
 RL0070'SOUTHERLY ALONG A PAVED ROAD, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG A
 RL0070'PAVED ROAD, IN TOP OF AND 1.3 M (4.3 FT) SOUTH OF THE NORTH END OF THE
 RL0070'EAST CONCRETE RETAINING WALL OF A BOAT DOCK, 95.6 M (313.6 FT) EAST OF
 RL0070'THE ROAD CENTER, 3.4 M (11.2 FT) EAST OF THE WEST SIDE OF THE DOCK,
 RL0070'1.1 M (3.6 FT) NORTH OF A TIE DOWN, AND 0.2 M (0.7 FT) ABOVE THE
 RL0070'GROUND SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY C.W.
 RL0070'MARQUART, 1716 EAST RODGEWOOD, GLENVIEW, IL 60025, TELEPHONE NUMBER
 RL0070'(847) 724-5394.
 RL0070
 RL0070                          STATION RECOVERY (2000)
 RL0070
 RL0070'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0070'RECOVERED IN GOOD CONDITION.
 RL0070
 RL0070                          STATION RECOVERY (2003)
 RL0070
 RL0070'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RL0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0284 ***********************************************************************
 RL0284  DESIGNATION -  F 63
 RL0284  PID         -  RL0284
 RL0284  STATE/COUNTY-  MI/IRON
 RL0284  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0284
 RL0284                         *CURRENT SURVEY CONTROL
 RL0284  ___________________________________________________________________
 RL0284* NAD 83(1986)-  46 13 19.     (N)    088 54 27.     (W)     SCALED    
 RL0284* NAVD 88     -       496.196  (meters)    1627.94   (feet)  ADJUSTED  
 RL0284  ___________________________________________________________________
 RL0284  GEOID HEIGHT-         -31.62  (meters)                     GEOID03
 RL0284  DYNAMIC HT  -         496.206 (meters)    1627.97  (feet)  COMP
 RL0284  MODELED GRAV-     980,618.6   (mgal)                       NAVD 88
 RL0284
 RL0284  VERT ORDER  -  SECOND    CLASS 0
 RL0284
 RL0284.The horizontal coordinates were scaled from a topographic map and have
 RL0284.an estimated accuracy of +/- 6 seconds.
 RL0284
 RL0284.The orthometric height was determined by differential leveling
 RL0284.and adjusted by the National Geodetic Survey in June 1991..
 RL0284
 RL0284.The geoid height was determined by GEOID03.
 RL0284
 RL0284.The dynamic height is computed by dividing the NAVD 88
 RL0284.geopotential number by the normal gravity value computed on the
 RL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0284.degrees latitude (g = 980.6199 gals.).
 RL0284
 RL0284.The modeled gravity was interpolated from observed gravity values.
 RL0284
 RL0284;                    North         East    Units  Estimated Accuracy
 RL0284;SPC MI N     -   161,660.    7,852,860.      MT  (+/- 180 meters Scaled)
 RL0284
 RL0284                          SUPERSEDED SURVEY CONTROL
 RL0284
 RL0284  NGVD 29 (??/??/92)  496.214  (m)         1628.00   (f) ADJ UNCH    2 0
 RL0284
 RL0284.Superseded values are not recommended for survey control.
 RL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0284.See file dsdata.txt to determine how the superseded data were derived.
 RL0284
 RL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS528204(NAD 83)
 RL0284_MARKER: DB = BENCH MARK DISK
 RL0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0284_SP_SET: CONCRETE BASE
 RL0284_STAMPING: F 63 1934
 RL0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0284+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 RL0284
 RL0284  HISTORY     - Date     Condition        Report By
 RL0284  HISTORY     - 1934     MONUMENTED       CGS
 RL0284  HISTORY     - 1948     GOOD             NGS
 RL0284  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0284  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0284  HISTORY     - 20050405 GOOD             GEOCAC
 RL0284
 RL0284                          STATION DESCRIPTION
 RL0284
 RL0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0284'AT ELMWOOD.
 RL0284'AT ELMWOOD, AT THE CHICAGO AND NORTH WESTERN RAILWAY WATER TANK,
 RL0284'ABOUT 0.1 MILE EAST OF THE CROSSING OF A GRAVEL ROAD, SET IN
 RL0284'THE TOP OF THE CENTER OF THE NORTH END OF THE 2ND CONCRETE
 RL0284'BASE EAST OF THE WEST SIDE OF WATER TOWER, 8 FEET SOUTH OF THE
 RL0284'SOUTH RAIL OF THE MAIN TRACK AND 2 FEET ABOVE THE TRACK.
 RL0284
 RL0284                          STATION RECOVERY (1997)
 RL0284
 RL0284'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0284'MARK NOT FOUND.
 RL0284
 RL0284                          STATION RECOVERY (2002)
 RL0284
 RL0284'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0284'MARK NOT FOUND.
 RL0284
 RL0284                          STATION RECOVERY (2005)
 RL0284
 RL0284'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0284'NAD 83(1986)-  46 13 18.7 (N)  088 54 28.5 (W)    HANDHELD DGPS
 RL0284' 
 RL0284'AT ELMWOOD.
 RL0284'TO REACH FROM US HWY 2, GO 4.8 MILE NORTH ALONG NAT'L FOREST HWY 16 TO
 RL0284'NORTHWEST END OF THE BRIDGE OVER SOUTH BRANCH OF THE PAINT RIVER AND
 RL0284'AN EAST/WEST ORV TRAIL (OLD RR GRADE), THENCE 0.1 EAST (RIGHT) ALONG
 RL0284'THE ORV TRAIL TO MARK ON THE RIGHT IN OLD CONCRETE FOOTING OF REMOVED
 RL0284'WATER TANK.  IT IS ABOUT 12 FT SOUTH OF THE C/L OF ORV TRAIL, 1 FT
 RL0284'SOUTH OF A METAL WITNESS POST AND ABOUT 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0893 ***********************************************************************
 RL0893  DESIGNATION -  F 64
 RL0893  PID         -  RL0893
 RL0893  STATE/COUNTY-  MI/ONTONAGON
 RL0893  USGS QUAD   -  
 RL0893
 RL0893                         *CURRENT SURVEY CONTROL
 RL0893  ___________________________________________________________________
 RL0893* NAD 83(1986)-  46 30 15.     (N)    089 10 44.     (W)     SCALED    
 RL0893* NAVD 88     -       384.200  (meters)    1260.50   (feet)  ADJUSTED  
 RL0893  ___________________________________________________________________
 RL0893  GEOID HEIGHT-         -31.88  (meters)                     GEOID03
 RL0893  DYNAMIC HT  -         384.211 (meters)    1260.53  (feet)  COMP
 RL0893  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RL0893
 RL0893  VERT ORDER  -  FIRST     CLASS II
 RL0893
 RL0893.The horizontal coordinates were scaled from a topographic map and have
 RL0893.an estimated accuracy of +/- 6 seconds.
 RL0893
 RL0893.The orthometric height was determined by differential leveling
 RL0893.and adjusted by the National Geodetic Survey in June 1991..
 RL0893
 RL0893.The geoid height was determined by GEOID03.
 RL0893
 RL0893.The dynamic height is computed by dividing the NAVD 88
 RL0893.geopotential number by the normal gravity value computed on the
 RL0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0893.degrees latitude (g = 980.6199 gals.).
 RL0893
 RL0893.The modeled gravity was interpolated from observed gravity values.
 RL0893
 RL0893;                    North         East    Units  Estimated Accuracy
 RL0893;SPC MI N     -   193,560.    7,832,790.      MT  (+/- 180 meters Scaled)
 RL0893
 RL0893                          SUPERSEDED SURVEY CONTROL
 RL0893
 RL0893  NGVD 29 (??/??/92)  384.207  (m)         1260.52   (f) ADJ UNCH    1 2
 RL0893
 RL0893.Superseded values are not recommended for survey control.
 RL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0893.See file dsdata.txt to determine how the superseded data were derived.
 RL0893
 RL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS328523(NAD 83)
 RL0893_MARKER: DB = BENCH MARK DISK
 RL0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0893_STAMPING: F 64 1934
 RL0893_MARK LOGO: CGS   
 RL0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0893+STABILITY: SURFACE MOTION
 RL0893
 RL0893  HISTORY     - Date     Condition        Report By
 RL0893  HISTORY     - 1934     MONUMENTED       CGS
 RL0893  HISTORY     - 1985     GOOD             NGS
 RL0893  HISTORY     - 20010617 GOOD             USPSQD
 RL0893
 RL0893                          STATION DESCRIPTION
 RL0893
 RL0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0893'2.2 MI S FROM BRUCE CROSSING.
 RL0893'2.2 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE INTERSECTION OF
 RL0893'STATE HIGHWAY 28 AT BRUCE CROSSING, ONTONAGON COUNTY, 100 FEET
 RL0893'WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE ENTRANCE TO
 RL0893'NEUMANS GROVE, AND 25 FEET NORTH OF THE ENTRANCE.  A STANDARD
 RL0893'DISK, STAMPED F 64 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0893'PROJECTING 2 INCHES ABOVE GROUND.
 RL0893
 RL0893                          STATION RECOVERY (1985)
 RL0893
 RL0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0893'RECOVERED IN GOOD CONDITION.  ADD--0.3 M (1.0 FT) NORTHEAST OF A
 RL0893'WITNESS POST, AND 0.2 KM (0.2 MI) SOUTH OF THE INTERSECTION OF
 RL0893'ENGSTROM ROAD LEADING WEST.
 RL0893
 RL0893                          STATION RECOVERY (2001)
 RL0893
 RL0893'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0068 ***********************************************************************
 SG0068  DESIGNATION -  F 65
 SG0068  PID         -  SG0068
 SG0068  STATE/COUNTY-  MI/HOUGHTON
 SG0068  USGS QUAD   -  HANCOCK (1975)
 SG0068
 SG0068                         *CURRENT SURVEY CONTROL
 SG0068  ___________________________________________________________________
 SG0068* NAD 83(1986)-  47 09 47.     (N)    088 33 40.     (W)     SCALED    
 SG0068* NAVD 88     -       322.498  (meters)    1058.06   (feet)  ADJUSTED  
 SG0068  ___________________________________________________________________
 SG0068  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 SG0068  DYNAMIC HT  -         322.546 (meters)    1058.22  (feet)  COMP
 SG0068  MODELED GRAV-     980,752.6   (mgal)                       NAVD 88
 SG0068
 SG0068  VERT ORDER  -  FIRST     CLASS II
 SG0068
 SG0068.The horizontal coordinates were scaled from a topographic map and have
 SG0068.an estimated accuracy of +/- 6 seconds.
 SG0068
 SG0068.The orthometric height was determined by differential leveling
 SG0068.and adjusted by the National Geodetic Survey in June 1991..
 SG0068
 SG0068.The geoid height was determined by GEOID03.
 SG0068
 SG0068.The dynamic height is computed by dividing the NAVD 88
 SG0068.geopotential number by the normal gravity value computed on the
 SG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0068.degrees latitude (g = 980.6199 gals.).
 SG0068
 SG0068.The modeled gravity was interpolated from observed gravity values.
 SG0068
 SG0068;                    North         East    Units  Estimated Accuracy
 SG0068;SPC MI N     -   265,670.    7,881,640.      MT  (+/- 180 meters Scaled)
 SG0068
 SG0068                          SUPERSEDED SURVEY CONTROL
 SG0068
 SG0068  NGVD 29 (??/??/92)  322.506  (m)         1058.09   (f) ADJ UNCH    1 2
 SG0068
 SG0068.Superseded values are not recommended for survey control.
 SG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0068.See file dsdata.txt to determine how the superseded data were derived.
 SG0068
 SG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT816244(NAD 83)
 SG0068_MARKER: DB = BENCH MARK DISK
 SG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0068_STAMPING: F 65 1934
 SG0068_MARK LOGO: CGS   
 SG0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0068+STABILITY: SURFACE MOTION
 SG0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0068+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994
 SG0068
 SG0068  HISTORY     - Date     Condition        Report By
 SG0068  HISTORY     - 1934     MONUMENTED       CGS
 SG0068  HISTORY     - 1968     GOOD             NGS
 SG0068  HISTORY     - 19940316 GOOD             MIDT
 SG0068
 SG0068                          STATION DESCRIPTION
 SG0068
 SG0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0068'3 MI N FROM HANCOCK.
 SG0068'ABOUT 3 MILES NORTH ALONG THE MINERAL RANGE RAILROAD FROM HANCOCK,
 SG0068'HOUGHTON COUNTY, 185 FEET NORTH OF MILEPOST 5, AND 40 FEET SOUTHEAST
 SG0068'OF A ROAD CROSSING.  A STANDARD DISK, STAMPED F 65 1934 AND SET
 SG0068'IN THE TOP OF A CONCRETE POST.
 SG0068
 SG0068                          STATION RECOVERY (1968)
 SG0068
 SG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 SG0068'RECOVERED IN GOOD CONDITION.
 SG0068
 SG0068                          STATION RECOVERY (1994)
 SG0068
 SG0068'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (SHN)
 SG0068'LOCATED NORTHEAST OF HANCOCK IN SECTION 13, T-55-N, R-34-W, AT THE
 SG0068'INTERSECTION OF PONTIAC ROAD AND THE ABANDONED RAILROAD GRADE.  TO
 SG0068'REACH FROM THE NORTH END (HANCOCK) OF THE LIFT BRIDGE OVER THE PORTAGE
 SG0068'CANAL, FOLLOW U.S. HIGHWAY 41 NORTH 4.25 MI (6.84 KM) TO PONTIAC ROAD.
 SG0068'TURN LEFT FOR 0.56 MI (0.90 KM) TO OLD RAILROAD CROSSING AND THE MARK
 SG0068'ON THE LEFT.  STATION IS SET IN A SQUARE CONCRETE POST PROJECTING
 SG0068'6-INCHES ABOVE THE GROUND.  IT IS 17.5 FT (5.3 M) NORTH, 20 DEGREES
 SG0068'WEST FROM A POWERPOLE, 29.0 FT (8.8 M) SOUTH, 85 DEGREES WEST FROM THE
 SG0068'CENTERLINE OF PONTIAC ROAD, 33.0 FT (10.1 M) SOUTH, 40 DEGREES EAST
 SG0068'FROM THE CENTER OF THE RAILROAD GRADE, 50.0 FT (15.2 M) SOUTH, 10
 SG0068'DEGREES WEST FROM THE INTERSECTION OF THE ROAD AND RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0002 ***********************************************************************
 SG0002  DESIGNATION -  F 66
 SG0002  PID         -  SG0002
 SG0002  STATE/COUNTY-  MI/KEWEENAW
 SG0002  USGS QUAD   -  LAKE MEDORA (1975)
 SG0002
 SG0002                         *CURRENT SURVEY CONTROL
 SG0002  ___________________________________________________________________
 SG0002* NAD 83(1986)-  47 26 19.     (N)    087 57 19.     (W)     SCALED    
 SG0002* NAVD 88     -       315.453  (meters)    1034.95   (feet)  ADJUSTED  
 SG0002  ___________________________________________________________________
 SG0002  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 SG0002  DYNAMIC HT  -         315.508 (meters)    1035.13  (feet)  COMP
 SG0002  MODELED GRAV-     980,777.6   (mgal)                       NAVD 88
 SG0002
 SG0002  VERT ORDER  -  FIRST     CLASS II
 SG0002
 SG0002.The horizontal coordinates were scaled from a topographic map and have
 SG0002.an estimated accuracy of +/- 6 seconds.
 SG0002
 SG0002.The orthometric height was determined by differential leveling
 SG0002.and adjusted by the National Geodetic Survey in June 1991..
 SG0002
 SG0002.The geoid height was determined by GEOID03.
 SG0002
 SG0002.The dynamic height is computed by dividing the NAVD 88
 SG0002.geopotential number by the normal gravity value computed on the
 SG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0002.degrees latitude (g = 980.6199 gals.).
 SG0002
 SG0002.The modeled gravity was interpolated from observed gravity values.
 SG0002
 SG0002;                    North         East    Units  Estimated Accuracy
 SG0002;SPC MI N     -   295,580.    7,927,940.      MT  (+/- 180 meters Scaled)
 SG0002
 SG0002                          SUPERSEDED SURVEY CONTROL
 SG0002
 SG0002  NGVD 29 (??/??/92)  315.458  (m)         1034.97   (f) ADJ UNCH    1 2
 SG0002
 SG0002.Superseded values are not recommended for survey control.
 SG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0002.See file dsdata.txt to determine how the superseded data were derived.
 SG0002
 SG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT279543(NAD 83)
 SG0002_MARKER: DB = BENCH MARK DISK
 SG0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0002_STAMPING: F 66 1934
 SG0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0002+STABILITY: SURFACE MOTION
 SG0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0002+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SG0002
 SG0002  HISTORY     - Date     Condition        Report By
 SG0002  HISTORY     - 1934     MONUMENTED       CGS
 SG0002  HISTORY     - 19960711 MARK NOT FOUND   NGS
 SG0002
 SG0002                          STATION DESCRIPTION
 SG0002
 SG0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0002'4.2 MI W FROM COPPER HARBOR.
 SG0002'4.2 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE SCHOOLHOUSE AT
 SG0002'COPPER HARBOR, KEWEENAW COUNTY, ACROSS THE HIGHWAY FROM A 3-FOOT
 SG0002'ELM TREE ALMOST DEAD AT THE TOP, AT THE EDGE OF A WOOD, AND 20
 SG0002'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 SG0002'STAMPED F 66 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0002
 SG0002                          STATION RECOVERY (1996)
 SG0002
 SG0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0002'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0181 ***********************************************************************
 QK0181  DESIGNATION -  F 75
 QK0181  PID         -  QK0181
 QK0181  STATE/COUNTY-  MI/EMMET
 QK0181  USGS QUAD   -  
 QK0181
 QK0181                         *CURRENT SURVEY CONTROL
 QK0181  ___________________________________________________________________
 QK0181* NAD 83(1986)-  45 34 10.     (N)    084 47 10.     (W)     SCALED    
 QK0181* NAVD 88     -       216.221  (meters)     709.39   (feet)  ADJUSTED  
 QK0181  ___________________________________________________________________
 QK0181  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0181  DYNAMIC HT  -         216.222 (meters)     709.39  (feet)  COMP
 QK0181  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 QK0181
 QK0181  VERT ORDER  -  SECOND    CLASS 0
 QK0181
 QK0181.This mark is at Pellston Airport (PLN)
 QK0181
 QK0181.The horizontal coordinates were scaled from a topographic map and have
 QK0181.an estimated accuracy of +/- 6 seconds.
 QK0181
 QK0181.The orthometric height was determined by differential leveling
 QK0181.and adjusted by the National Geodetic Survey in June 1991..
 QK0181
 QK0181.The geoid height was determined by GEOID03.
 QK0181
 QK0181.The dynamic height is computed by dividing the NAVD 88
 QK0181.geopotential number by the normal gravity value computed on the
 QK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0181.degrees latitude (g = 980.6199 gals.).
 QK0181
 QK0181.The modeled gravity was interpolated from observed gravity values.
 QK0181
 QK0181;                    North         East    Units  Estimated Accuracy
 QK0181;SPC MI C     -   250,420.    5,967,260.      MT  (+/- 180 meters Scaled)
 QK0181
 QK0181                          SUPERSEDED SURVEY CONTROL
 QK0181
 QK0181  NGVD 29 (??/??/92)  216.247  (m)          709.47   (f) ADJ UNCH    2 0
 QK0181
 QK0181.Superseded values are not recommended for survey control.
 QK0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0181.See file dsdata.txt to determine how the superseded data were derived.
 QK0181
 QK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR727485(NAD 83)
 QK0181_MARKER: DB = BENCH MARK DISK
 QK0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0181_SP_SET: CONCRETE BASE
 QK0181_STAMPING: F 75 1962
 QK0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0181
 QK0181  HISTORY     - Date     Condition        Report By
 QK0181  HISTORY     - 1962     MONUMENTED       CGS
 QK0181  HISTORY     - 1968     GOOD             NGS
 QK0181  HISTORY     - 1979     MARK NOT FOUND   USGS
 QK0181
 QK0181                          STATION DESCRIPTION
 QK0181
 QK0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 QK0181'1 MI N FROM PELLSTON.
 QK0181'1.0 MILE NORTH OF PELLSTON, AT THE EMMET COUNTY AIRPORT, 368 FEET
 QK0181'SW OF THE SW CORNER OF THE AIRPORT ADMINISTRATION BUILDING AND
 QK0181'74 FEET EAST OF THE CENTER OF THE OBSTRUCTION LIGHTED WINDSOCK.
 QK0181'A STANDARD DISK STANDARD DISK STAMPED F 75 1962 AND SET IN THE
 QK0181'SURFACE OF AN ABANDONED 4 X 4 FOOT CONCRETE LIGHT BASE.
 QK0181
 QK0181                          STATION RECOVERY (1979)
 QK0181
 QK0181'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 QK0181'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0175 ***********************************************************************
 QK0175  DESIGNATION -  F 76
 QK0175  PID         -  QK0175
 QK0175  STATE/COUNTY-  MI/EMMET
 QK0175  USGS QUAD   -  
 QK0175
 QK0175                         *CURRENT SURVEY CONTROL
 QK0175  ___________________________________________________________________
 QK0175* NAD 83(1986)-  45 38 13.     (N)    084 47 22.     (W)     SCALED    
 QK0175* NAVD 88     -       230.553  (meters)     756.41   (feet)  ADJUSTED  
 QK0175  ___________________________________________________________________
 QK0175  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 QK0175  DYNAMIC HT  -         230.552 (meters)     756.40  (feet)  COMP
 QK0175  MODELED GRAV-     980,609.5   (mgal)                       NAVD 88
 QK0175
 QK0175  VERT ORDER  -  SECOND    CLASS 0
 QK0175
 QK0175.The horizontal coordinates were scaled from a topographic map and have
 QK0175.an estimated accuracy of +/- 6 seconds.
 QK0175
 QK0175.The orthometric height was determined by differential leveling
 QK0175.and adjusted by the National Geodetic Survey in June 1991..
 QK0175
 QK0175.The geoid height was determined by GEOID03.
 QK0175
 QK0175.The dynamic height is computed by dividing the NAVD 88
 QK0175.geopotential number by the normal gravity value computed on the
 QK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0175.degrees latitude (g = 980.6199 gals.).
 QK0175
 QK0175.The modeled gravity was interpolated from observed gravity values.
 QK0175
 QK0175;                    North         East    Units  Estimated Accuracy
 QK0175;SPC MI C     -   257,920.    5,967,040.      MT  (+/- 180 meters Scaled)
 QK0175
 QK0175                          SUPERSEDED SURVEY CONTROL
 QK0175
 QK0175  NGVD 29 (??/??/92)  230.562  (m)          756.44   (f) ADJ UNCH    2 0
 QK0175
 QK0175.Superseded values are not recommended for survey control.
 QK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0175.See file dsdata.txt to determine how the superseded data were derived.
 QK0175
 QK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR722560(NAD 83)
 QK0175_MARKER: DB = BENCH MARK DISK
 QK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0175_STAMPING: F 76 1934
 QK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0175+STABILITY: SURFACE MOTION
 QK0175
 QK0175  HISTORY     - Date     Condition        Report By
 QK0175  HISTORY     - 1934     MONUMENTED       CGS
 QK0175  HISTORY     - 1954     GOOD             NGS
 QK0175
 QK0175                          STATION DESCRIPTION
 QK0175
 QK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0175'AT LEVERING.
 QK0175'AT LEVERING, EMMET COUNTY, ON THE PENNSYLVANIA RAILROAD, 18 YARDS
 QK0175'SOUTH OF A SWITCH IN FRONT OF THE STATION, 18 YARDS SOUTHEAST
 QK0175'OF THE STATION SEMAPHORE, 0.6 MILE SOUTH OF MILEPOST 449, 9
 QK0175'YARDS EAST OF THE EAST RAIL, AND 1 YARD SOUTHWEST OF A TELEPHONE
 QK0175'POLE.  A STANDARD DISK, STAMPED F 76 1934 AND SET IN THE TOP
 QK0175'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 QK0175
 QK0175                          STATION RECOVERY (1954)
 QK0175
 QK0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 QK0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0313 ***********************************************************************
 QK0313  DESIGNATION -  F 77
 QK0313  PID         -  QK0313
 QK0313  STATE/COUNTY-  MI/CHARLEVOIX
 QK0313  USGS QUAD   -  
 QK0313
 QK0313                         *CURRENT SURVEY CONTROL
 QK0313  ___________________________________________________________________
 QK0313* NAD 83(1986)-  45 13 14.     (N)    085 15 14.     (W)     SCALED    
 QK0313* NAVD 88     -       222.847  (meters)     731.12   (feet)  ADJUSTED  
 QK0313  ___________________________________________________________________
 QK0313  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 QK0313  DYNAMIC HT  -         222.839 (meters)     731.10  (feet)  COMP
 QK0313  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 QK0313
 QK0313  VERT ORDER  -  SECOND    CLASS 0
 QK0313
 QK0313.The horizontal coordinates were scaled from a topographic map and have
 QK0313.an estimated accuracy of +/- 6 seconds.
 QK0313
 QK0313.The orthometric height was determined by differential leveling
 QK0313.and adjusted by the National Geodetic Survey in June 1991..
 QK0313
 QK0313.The geoid height was determined by GEOID03.
 QK0313
 QK0313.The dynamic height is computed by dividing the NAVD 88
 QK0313.geopotential number by the normal gravity value computed on the
 QK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0313.degrees latitude (g = 980.6199 gals.).
 QK0313
 QK0313.The modeled gravity was interpolated from observed gravity values.
 QK0313
 QK0313;                    North         East    Units  Estimated Accuracy
 QK0313;SPC MI C     -   211,940.    5,930,320.      MT  (+/- 180 meters Scaled)
 QK0313
 QK0313                          SUPERSEDED SURVEY CONTROL
 QK0313
 QK0313  NGVD 29 (??/??/92)  222.93   (m)          731.4    (f) COMPUTED    2 0
 QK0313
 QK0313.Superseded values are not recommended for survey control.
 QK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0313.See file dsdata.txt to determine how the superseded data were derived.
 QK0313
 QK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR370089(NAD 83)
 QK0313_MARKER: DB = BENCH MARK DISK
 QK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0313_STAMPING: F 77 1934
 QK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0313+STABILITY: SURFACE MOTION
 QK0313
 QK0313  HISTORY     - Date     Condition        Report By
 QK0313  HISTORY     - 1934     MONUMENTED       CGS
 QK0313  HISTORY     - 1951     MARK NOT FOUND   NGS
 QK0313  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0313
 QK0313                          STATION DESCRIPTION
 QK0313
 QK0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 QK0313'7 MI S FROM CHARLEVOIX.
 QK0313'ABOUT 7 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 QK0313'THE STATION AT CHARLEVOIX, CHARLEVOIX COUNTY, 0.5 MILE NORTH
 QK0313'OF MILEPOST GR 202, 60 YARDS NORTHEAST OF THE BRICK HOME OF
 QK0313'C.H. STEVENS IN 1934, AT A ROAD CROSSING, 6 YARDS WEST OF THE
 QK0313'WEST RAIL, 4-1/2 YARDS NORTH OF THE CENTERLINE OF THE ROAD, AND
 QK0313'20 INCHES NORTHEAST OF A CROSSING SIGN.  A STANDARD DISK STAMPED
 QK0313'F 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 QK0313'INCHES ABOVE GROUND.
 QK0313
 QK0313                          STATION RECOVERY (1981)
 QK0313
 QK0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0188 ***********************************************************************
 PL0188  DESIGNATION -  F 78
 PL0188  PID         -  PL0188
 PL0188  STATE/COUNTY-  MI/KALKASKA
 PL0188  USGS QUAD   -  KALKASKA (1985)
 PL0188
 PL0188                         *CURRENT SURVEY CONTROL
 PL0188  ___________________________________________________________________
 PL0188* NAD 83(1986)-  44 42 36.     (N)    085 10 30.     (W)     SCALED    
 PL0188* NAVD 88     -       322.576  (meters)    1058.32   (feet)  ADJUSTED  
 PL0188  ___________________________________________________________________
 PL0188  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 PL0188  DYNAMIC HT  -         322.547 (meters)    1058.22  (feet)  COMP
 PL0188  MODELED GRAV-     980,519.2   (mgal)                       NAVD 88
 PL0188
 PL0188  VERT ORDER  -  SECOND    CLASS 0
 PL0188
 PL0188.The horizontal coordinates were scaled from a topographic map and have
 PL0188.an estimated accuracy of +/- 6 seconds.
 PL0188
 PL0188.The orthometric height was determined by differential leveling
 PL0188.and adjusted by the National Geodetic Survey in June 1991..
 PL0188
 PL0188.The geoid height was determined by GEOID03.
 PL0188
 PL0188.The dynamic height is computed by dividing the NAVD 88
 PL0188.geopotential number by the normal gravity value computed on the
 PL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0188.degrees latitude (g = 980.6199 gals.).
 PL0188
 PL0188.The modeled gravity was interpolated from observed gravity values.
 PL0188
 PL0188;                    North         East    Units  Estimated Accuracy
 PL0188;SPC MI C     -   155,150.    5,935,950.      MT  (+/- 180 meters Scaled)
 PL0188
 PL0188                          SUPERSEDED SURVEY CONTROL
 PL0188
 PL0188  NGVD 29 (??/??/92)  322.669  (m)         1058.62   (f) ADJ UNCH    2 0
 PL0188
 PL0188.Superseded values are not recommended for survey control.
 PL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0188.See file dsdata.txt to determine how the superseded data were derived.
 PL0188
 PL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ445523(NAD 83)
 PL0188_MARKER: DB = BENCH MARK DISK
 PL0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0188_STAMPING: F 78 1934
 PL0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0188+STABILITY: SURFACE MOTION
 PL0188
 PL0188  HISTORY     - Date     Condition        Report By
 PL0188  HISTORY     - 1934     MONUMENTED       CGS
 PL0188  HISTORY     - 1954     MARK NOT FOUND   NGS
 PL0188  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0188  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0188  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0188  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0188
 PL0188                          STATION DESCRIPTION
 PL0188
 PL0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PL0188'1.6 MI S FROM KALKASKA.
 PL0188'1.6 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0188'COUNTY, 0.4 MILE NORTH OF THE LARGE WHITE HOME AND RED BARN OF
 PL0188'C.P. ECKHARDT ON THE SOUTH SIDE OF FAILING CREEK, 60 YARDS WEST
 PL0188'OF A SMALL FARMHOUSE, 4 YARDS SOUTH OF A ROAD LEADING TO THE
 PL0188'HOUSE, 14 YARDS NORTH OF A TELEPHONE POLE, AND 11 YARDS EAST OF
 PL0188'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 78
 PL0188'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 PL0188'ABOVE GROUND.  NOTE-- THERE IS A 5 FOOT CUT IN THE HIGHWAY AT
 PL0188'THE SITE OF THE BENCH MARK.
 PL0188
 PL0188                          STATION RECOVERY (1983)
 PL0188
 PL0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0188'MARK NOT FOUND.
 PL0188
 PL0188                          STATION RECOVERY (1992)
 PL0188
 PL0188'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0188'MARK NOT FOUND.
 PL0188
 PL0188                          STATION RECOVERY (1997)
 PL0188
 PL0188'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0188'MARK NOT FOUND.
 PL0188
 PL0188                          STATION RECOVERY (2001)
 PL0188
 PL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0188'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0157 ***********************************************************************
 QK0157  DESIGNATION -  F 79
 QK0157  PID         -  QK0157
 QK0157  STATE/COUNTY-  MI/OTSEGO
 QK0157  USGS QUAD   -  GAYLORD (1986)
 QK0157
 QK0157                         *CURRENT SURVEY CONTROL
 QK0157  ___________________________________________________________________
 QK0157* NAD 83(1986)-  45 01 26.     (N)    084 40 15.     (W)     SCALED    
 QK0157* NAVD 88     -       409.293  (meters)    1342.82   (feet)  ADJUSTED  
 QK0157  ___________________________________________________________________
 QK0157  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QK0157  DYNAMIC HT  -         409.249 (meters)    1342.68  (feet)  COMP
 QK0157  MODELED GRAV-     980,496.0   (mgal)                       NAVD 88
 QK0157
 QK0157  VERT ORDER  -  SECOND    CLASS 0
 QK0157
 QK0157.The horizontal coordinates were scaled from a topographic map and have
 QK0157.an estimated accuracy of +/- 6 seconds.
 QK0157
 QK0157.The orthometric height was determined by differential leveling
 QK0157.and adjusted by the National Geodetic Survey in June 1991..
 QK0157
 QK0157.The geoid height was determined by GEOID03.
 QK0157
 QK0157.The dynamic height is computed by dividing the NAVD 88
 QK0157.geopotential number by the normal gravity value computed on the
 QK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0157.degrees latitude (g = 980.6199 gals.).
 QK0157
 QK0157.The modeled gravity was interpolated from observed gravity values.
 QK0157
 QK0157;                    North         East    Units  Estimated Accuracy
 QK0157;SPC MI C     -   189,750.    5,976,030.      MT  (+/- 180 meters Scaled)
 QK0157
 QK0157                          SUPERSEDED SURVEY CONTROL
 QK0157
 QK0157  NGVD 29 (??/??/92)  409.387  (m)         1343.13   (f) ADJ UNCH    2 0
 QK0157
 QK0157.Superseded values are not recommended for survey control.
 QK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0157.See file dsdata.txt to determine how the superseded data were derived.
 QK0157
 QK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ834882(NAD 83)
 QK0157_MARKER: DB = BENCH MARK DISK
 QK0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0157_STAMPING: F 79 1934
 QK0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0157+STABILITY: SURFACE MOTION
 QK0157
 QK0157  HISTORY     - Date     Condition        Report By
 QK0157  HISTORY     - 1934     MONUMENTED       CGS
 QK0157  HISTORY     - 1953     MARK NOT FOUND   NGS
 QK0157  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0157  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0157
 QK0157                          STATION DESCRIPTION
 QK0157
 QK0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QK0157'AT GAYLORD.
 QK0157'AT GAYLORD, OTSEGO COUNTY, ON THE ABANDONED BOYNE CITY RAILROAD,
 QK0157'220 YARDS WEST OF THE GULF REFINING CO. PLANT, 155 YARDS EAST OF
 QK0157'CENTER STREET, 10 FEET SOUTH OF THE CENTERLINE OF THE OLD
 QK0157'ROADBED, AND 33 FEET SOUTH OF THE CENTERLINE OF A CINDER ROAD.
 QK0157'A STANDARD DISK, STAMPED F 79 1934 AND SET IN THE TOP OF A
 QK0157'CONCRETE POST.
 QK0157
 QK0157                          STATION RECOVERY (1996)
 QK0157
 QK0157'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0157'MARK NOT FOUND.
 QK0157
 QK0157                          STATION RECOVERY (2003)
 QK0157
 QK0157'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0157'THE GPS COORDINATES FOR THIS PID ARE IN THE CENTER OF THE BACKYARD OF
 QK0157'A HOUSE AT THE CORNER OF OAK AND 4TH STREET.  NO EVIDENCE OF AN
 QK0157'ABANDONED RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0031 ***********************************************************************
 QJ0031  DESIGNATION -  F 80
 QJ0031  PID         -  QJ0031
 QJ0031  STATE/COUNTY-  MI/ALPENA
 QJ0031  USGS QUAD   -  LACHINE (1971)
 QJ0031
 QJ0031                         *CURRENT SURVEY CONTROL
 QJ0031  ___________________________________________________________________
 QJ0031* NAD 83(1986)-  45 01 52.     (N)    083 44 54.     (W)     SCALED    
 QJ0031* NAVD 88     -       233.379  (meters)     765.68   (feet)  ADJUSTED  
 QJ0031  ___________________________________________________________________
 QJ0031  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 QJ0031  DYNAMIC HT  -         233.359 (meters)     765.61  (feet)  COMP
 QJ0031  MODELED GRAV-     980,526.4   (mgal)                       NAVD 88
 QJ0031
 QJ0031  VERT ORDER  -  SECOND    CLASS 0
 QJ0031
 QJ0031.The horizontal coordinates were scaled from a topographic map and have
 QJ0031.an estimated accuracy of +/- 6 seconds.
 QJ0031
 QJ0031.The orthometric height was determined by differential leveling
 QJ0031.and adjusted by the National Geodetic Survey in June 1991..
 QJ0031
 QJ0031.The geoid height was determined by GEOID03.
 QJ0031
 QJ0031.The dynamic height is computed by dividing the NAVD 88
 QJ0031.geopotential number by the normal gravity value computed on the
 QJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0031.degrees latitude (g = 980.6199 gals.).
 QJ0031
 QJ0031.The modeled gravity was interpolated from observed gravity values.
 QJ0031
 QJ0031;                    North         East    Units  Estimated Accuracy
 QJ0031;SPC MI C     -   190,700.    6,048,720.      MT  (+/- 180 meters Scaled)
 QJ0031
 QJ0031                          SUPERSEDED SURVEY CONTROL
 QJ0031
 QJ0031  NGVD 29 (??/??/92)  233.520  (m)          766.14   (f) ADJ UNCH    2 0
 QJ0031
 QJ0031.Superseded values are not recommended for survey control.
 QJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0031.See file dsdata.txt to determine how the superseded data were derived.
 QJ0031
 QJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK835900(NAD 83)
 QJ0031_MARKER: DB = BENCH MARK DISK
 QJ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0031_STAMPING: F 80 1934
 QJ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0031+STABILITY: SURFACE MOTION
 QJ0031
 QJ0031  HISTORY     - Date     Condition        Report By
 QJ0031  HISTORY     - 1934     MONUMENTED       CGS
 QJ0031  HISTORY     - 1953     GOOD             NGS
 QJ0031  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0031
 QJ0031                          STATION DESCRIPTION
 QJ0031
 QJ0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QJ0031'1.5 MI N FROM FLANDERS.
 QJ0031'2 MILES SOUTH ALONG THE COUNTY ROAD LEADING TO SPRATT FROM
 QJ0031'FLANDERS, ALPENA COUNTY, 1.5 MILES NORTH OF THE POST OFFICE
 QJ0031'AT SPRATT, AT A ROAD INTERSECTION, 65 FEET SOUTH OF THE
 QJ0031'CENTERLINE OF THE THUNDER BAY RIVER DAM ROAD, 35 FEET WEST OF
 QJ0031'THE CENTERLINE OF THE FLANDERS-SPRATT ROAD, AND 18 INCHES LOWER
 QJ0031'THAN THE GRAVEL ROAD.  A STANDARD DISK, STAMPED F 80 1934 AND
 QJ0031'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 QJ0031'MAY 1950 THAT THIS BENCH MARK IS WITHIN THE PROPERTY CONFINES
 QJ0031'OF A SMALL GROCERY STORE AND GAS STATION.  THE OWNER HAS COVERED
 QJ0031'THE MARK WITH A STONE BORDER FROM THE OUTSIDE OF THE DRIVEWAY
 QJ0031'TO THE GAS PUMPS IN ORDER TO PROTECT IT FROM DESTRUCTION BY
 QJ0031'TRACTORS AND TRUCKS.
 QJ0031
 QJ0031                          STATION RECOVERY (1999)
 QJ0031
 QJ0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0037 ***********************************************************************
 PL0037  DESIGNATION -  F 81
 PL0037  PID         -  PL0037
 PL0037  STATE/COUNTY-  MI/OSCODA
 PL0037  USGS QUAD   -  ISLAND LAKE (1972)
 PL0037
 PL0037                         *CURRENT SURVEY CONTROL
 PL0037  ___________________________________________________________________
 PL0037* NAD 83(1986)-  44 31 43.     (N)    084 07 42.     (W)     SCALED    
 PL0037* NAVD 88     -       384.789  (meters)    1262.43   (feet)  ADJUSTED  
 PL0037  ___________________________________________________________________
 PL0037  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 PL0037  DYNAMIC HT  -         384.731 (meters)    1262.24  (feet)  COMP
 PL0037  MODELED GRAV-     980,454.9   (mgal)                       NAVD 88
 PL0037
 PL0037  VERT ORDER  -  SECOND    CLASS 0
 PL0037
 PL0037.The horizontal coordinates were scaled from a topographic map and have
 PL0037.an estimated accuracy of +/- 6 seconds.
 PL0037
 PL0037.The orthometric height was determined by differential leveling
 PL0037.and adjusted by the National Geodetic Survey in June 1991..
 PL0037
 PL0037.The geoid height was determined by GEOID03.
 PL0037
 PL0037.The dynamic height is computed by dividing the NAVD 88
 PL0037.geopotential number by the normal gravity value computed on the
 PL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0037.degrees latitude (g = 980.6199 gals.).
 PL0037
 PL0037.The modeled gravity was interpolated from observed gravity values.
 PL0037
 PL0037;                    North         East    Units  Estimated Accuracy
 PL0037;SPC MI C     -   134,700.    6,018,940.      MT  (+/- 180 meters Scaled)
 PL0037
 PL0037                          SUPERSEDED SURVEY CONTROL
 PL0037
 PL0037  NGVD 29 (??/??/92)  384.92   (m)         1262.9    (f) COMPUTED    2 0
 PL0037
 PL0037.Superseded values are not recommended for survey control.
 PL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0037.See file dsdata.txt to determine how the superseded data were derived.
 PL0037
 PL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ281345(NAD 83)
 PL0037_MARKER: DB = BENCH MARK DISK
 PL0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0037_SP_SET: CULVERT
 PL0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0037
 PL0037  HISTORY     - Date     Condition        Report By
 PL0037  HISTORY     - UNK      MONUMENTED       CGS
 PL0037  HISTORY     - 1934     GOOD             NGS
 PL0037  HISTORY     - 20011205 GOOD             NGS
 PL0037
 PL0037                          STATION DESCRIPTION
 PL0037
 PL0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0037'8.3 MI S FROM MIO.
 PL0037'8.3 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0037'MIO, OSCODA COUNTY, AT THE NORTH EDGE OF A SMALL CLEARING, 89
 PL0037'YARDS SOUTH OF A 4-BY 4-FOOT CONCRETE CULVERT, 32 FEET WEST OF THE
 PL0037'CENTERLINE OF THE HIGHWAY, 74 FEET WEST OF A 2-FOOT PINE TREE
 PL0037'EAST OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 PL0037
 PL0037                          STATION RECOVERY (2001)
 PL0037
 PL0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0089 ***********************************************************************
 PK0089  DESIGNATION -  F 82
 PK0089  PID         -  PK0089
 PK0089  STATE/COUNTY-  MI/IOSCO
 PK0089  USGS QUAD   -  NATIONAL CITY (1976)
 PK0089
 PK0089                         *CURRENT SURVEY CONTROL
 PK0089  ___________________________________________________________________
 PK0089* NAD 83(1986)-  44 14 02.     (N)    083 44 38.     (W)     SCALED    
 PK0089* NAVD 88     -       206.565  (meters)     677.71   (feet)  ADJUSTED  
 PK0089  ___________________________________________________________________
 PK0089  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PK0089  DYNAMIC HT  -         206.535 (meters)     677.61  (feet)  COMP
 PK0089  MODELED GRAV-     980,468.0   (mgal)                       NAVD 88
 PK0089
 PK0089  VERT ORDER  -  FIRST     CLASS II
 PK0089
 PK0089.The horizontal coordinates were scaled from a topographic map and have
 PK0089.an estimated accuracy of +/- 6 seconds.
 PK0089
 PK0089.The orthometric height was determined by differential leveling
 PK0089.and adjusted by the National Geodetic Survey in June 1991..
 PK0089.WARNING-Repeat measurements at this control monument indicate possible
 PK0089.vertical movement.
 PK0089
 PK0089.The geoid height was determined by GEOID03.
 PK0089
 PK0089.The dynamic height is computed by dividing the NAVD 88
 PK0089.geopotential number by the normal gravity value computed on the
 PK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0089.degrees latitude (g = 980.6199 gals.).
 PK0089
 PK0089.The modeled gravity was interpolated from observed gravity values.
 PK0089
 PK0089;                    North         East    Units  Estimated Accuracy
 PK0089;SPC MI C     -   102,120.    6,049,750.      MT  (+/- 180 meters Scaled)
 PK0089
 PK0089                          SUPERSEDED SURVEY CONTROL
 PK0089
 PK0089  NGVD 29 (??/??/92)  206.758  (m)          678.34   (f) ADJ UNCH    1 2
 PK0089
 PK0089.Superseded values are not recommended for survey control.
 PK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0089.See file dsdata.txt to determine how the superseded data were derived.
 PK0089
 PK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK808015(NAD 83)
 PK0089_MARKER: DB = BENCH MARK DISK
 PK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0089_STAMPING: F 82 1934
 PK0089_MARK LOGO: CGS   
 PK0089_PROJECTION: PROJECTING 2 CENTIMETERS
 PK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0089+STABILITY: SURFACE MOTION
 PK0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0089+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0089
 PK0089  HISTORY     - Date     Condition        Report By
 PK0089  HISTORY     - 1934     MONUMENTED       CGS
 PK0089  HISTORY     - 1983     GOOD             NGS
 PK0089  HISTORY     - 20060114 GOOD             USPSQD
 PK0089
 PK0089                          STATION DESCRIPTION
 PK0089
 PK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0089'1.3 MI W FROM NATIONAL CITY.
 PK0089'1.3 MILES WEST ALONG THE COUNTY ROAD LEADING TO WHITTEMORE FROM
 PK0089'THE POST OFFICE AT NATIONAL CITY, IOSCO COUNTY, 194 YARDS WEST
 PK0089'OF A CONCRETE CULVERT, 7 FEET SOUTHWEST OF POLE 37, 78 FEET
 PK0089'NORTH OF THE NORTH RAIL OF THE DETROIT AND MACKINAC RAILWAY,
 PK0089'31 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 29 FEET NORTH OF
 PK0089'A WIRE FENCE, AND 3 FEET HIGHER THAN THE ROADWAY.  A STANDARD
 PK0089'DISK, STAMPED F 82 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0089
 PK0089                          STATION RECOVERY (1983)
 PK0089
 PK0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0089'RECOVERED THIS DATE.  NOTE, ADD ACROSS HIGHWAY (WHITTEMORE ROAD) AND
 PK0089'SOUTH OF A HIGHWAY BUMP SIGN.
 PK0089'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 PK0089'THE MARK IS 0.30 M ABOVE HIGHWAY.
 PK0089
 PK0089                          STATION RECOVERY (2006)
 PK0089
 PK0089'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0002 ***********************************************************************
 PL0002  DESIGNATION -  F 83
 PL0002  PID         -  PL0002
 PL0002  STATE/COUNTY-  MI/OSCODA
 PL0002  USGS QUAD   -  MIO (1972)
 PL0002
 PL0002                         *CURRENT SURVEY CONTROL
 PL0002  ___________________________________________________________________
 PL0002* NAD 83(1986)-  44 38 42.     (N)    084 09 42.     (W)     SCALED    
 PL0002* NAVD 88     -       313.582  (meters)    1028.81   (feet)  ADJUSTED  
 PL0002  ___________________________________________________________________
 PL0002  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PL0002  DYNAMIC HT  -         313.543 (meters)    1028.68  (feet)  COMP
 PL0002  MODELED GRAV-     980,484.7   (mgal)                       NAVD 88
 PL0002
 PL0002  VERT ORDER  -  SECOND    CLASS 0
 PL0002
 PL0002.The horizontal coordinates were scaled from a topographic map and have
 PL0002.an estimated accuracy of +/- 6 seconds.
 PL0002
 PL0002.The orthometric height was determined by differential leveling
 PL0002.and adjusted by the National Geodetic Survey in June 1991..
 PL0002
 PL0002.The geoid height was determined by GEOID03.
 PL0002
 PL0002.The dynamic height is computed by dividing the NAVD 88
 PL0002.geopotential number by the normal gravity value computed on the
 PL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0002.degrees latitude (g = 980.6199 gals.).
 PL0002
 PL0002.The modeled gravity was interpolated from observed gravity values.
 PL0002
 PL0002;                    North         East    Units  Estimated Accuracy
 PL0002;SPC MI C     -   147,630.    6,016,260.      MT  (+/- 180 meters Scaled)
 PL0002
 PL0002                          SUPERSEDED SURVEY CONTROL
 PL0002
 PL0002  NGVD 29 (??/??/92)  313.716  (m)         1029.25   (f) ADJ UNCH    2 0
 PL0002
 PL0002.Superseded values are not recommended for survey control.
 PL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0002.See file dsdata.txt to determine how the superseded data were derived.
 PL0002
 PL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ250474(NAD 83)
 PL0002_MARKER: DB = BENCH MARK DISK
 PL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0002_STAMPING: F 83 1934
 PL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0002+STABILITY: SURFACE MOTION
 PL0002
 PL0002  HISTORY     - Date     Condition        Report By
 PL0002  HISTORY     - 1934     MONUMENTED       CGS
 PL0002  HISTORY     - 20011205 POOR             NGS
 PL0002
 PL0002                          STATION DESCRIPTION
 PL0002
 PL0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0002'1.9 MI W FROM MIO.
 PL0002'1.9 MILES WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PL0002'MIO, OSCODA COUNTY, 44 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 PL0002'RESIDENCE OF C.N. SMITH, 33 FEET WEST OF THE CENTERLINE OF A
 PL0002'PRIVATE DRIVEWAY, 28 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0002'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 83 1934
 PL0002'AND SET IN THE TOP OF A CONCRETE POST.
 PL0002
 PL0002                          STATION RECOVERY (2001)
 PL0002
 PL0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0002'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0037 ***********************************************************************
 OK0037  DESIGNATION -  F 84
 OK0037  PID         -  OK0037
 OK0037  STATE/COUNTY-  MI/BAY
 OK0037  USGS QUAD   -  CRUMP (1973)
 OK0037
 OK0037                         *CURRENT SURVEY CONTROL
 OK0037  ___________________________________________________________________
 OK0037* NAD 83(1986)-  43 52 08.     (N)    084 01 33.     (W)     SCALED    
 OK0037* NAVD 88     -       192.087  (meters)     630.21   (feet)  ADJUSTED  
 OK0037  ___________________________________________________________________
 OK0037  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OK0037  DYNAMIC HT  -         192.053 (meters)     630.09  (feet)  COMP
 OK0037  MODELED GRAV-     980,437.5   (mgal)                       NAVD 88
 OK0037
 OK0037  VERT ORDER  -  SECOND    CLASS 0
 OK0037
 OK0037.The horizontal coordinates were scaled from a topographic map and have
 OK0037.an estimated accuracy of +/- 6 seconds.
 OK0037
 OK0037.The orthometric height was determined by differential leveling
 OK0037.and adjusted by the National Geodetic Survey in June 1991..
 OK0037
 OK0037.The geoid height was determined by GEOID03.
 OK0037
 OK0037.The dynamic height is computed by dividing the NAVD 88
 OK0037.geopotential number by the normal gravity value computed on the
 OK0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0037.degrees latitude (g = 980.6199 gals.).
 OK0037
 OK0037.The modeled gravity was interpolated from observed gravity values.
 OK0037
 OK0037;                    North         East    Units  Estimated Accuracy
 OK0037;SPC MI S     -   263,200.    4,027,400.      MT  (+/- 180 meters Scaled)
 OK0037
 OK0037                          SUPERSEDED SURVEY CONTROL
 OK0037
 OK0037  NGVD 29 (??/??/92)  192.272  (m)          630.81   (f) ADJ UNCH    2 0
 OK0037
 OK0037.Superseded values are not recommended for survey control.
 OK0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0037.See file dsdata.txt to determine how the superseded data were derived.
 OK0037
 OK0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP389616(NAD 83)
 OK0037_MARKER: DB = BENCH MARK DISK
 OK0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0037_STAMPING: F 84 1934
 OK0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0037+STABILITY: SURFACE MOTION
 OK0037
 OK0037  HISTORY     - Date     Condition        Report By
 OK0037  HISTORY     - 1934     MONUMENTED       CGS
 OK0037  HISTORY     - 1942     GOOD             NGS
 OK0037  HISTORY     - 1966     GOOD             USGS
 OK0037  HISTORY     - 19970719 MARK NOT FOUND   USPSQD
 OK0037
 OK0037                          STATION DESCRIPTION
 OK0037
 OK0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OK0037'AT WOODVILLE.
 OK0037'AT WOODVILLE, BAY COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, AT A
 OK0037'DIRT-ROAD CROSSING, 44 FEET EAST OF THE CENTERLINE OF THE NORTH
 OK0037'AND SOUTH RAIL, 45 FEET NORTH OF THE NORTH RAIL, 15 FEET
 OK0037'SOUTHEAST OF THE NORTHEAST CORNER POST, 2 FEET SOUTH OF A WIRE
 OK0037'FENCE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0037'STAMPED F 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0037
 OK0037                          STATION RECOVERY (1966)
 OK0037
 OK0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0037'RECOVERED IN GOOD CONDITION.
 OK0037
 OK0037                          STATION RECOVERY (1997)
 OK0037
 OK0037'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0093 ***********************************************************************
 OK0093  DESIGNATION -  F 86
 OK0093  PID         -  OK0093
 OK0093  STATE/COUNTY-  MI/SAGINAW
 OK0093  USGS QUAD   -  ST CHARLES (1975)
 OK0093
 OK0093                         *CURRENT SURVEY CONTROL
 OK0093  ___________________________________________________________________
 OK0093* NAD 83(1986)-  43 21 04.     (N)    084 07 59.     (W)     SCALED    
 OK0093* NAVD 88     -       183.224  (meters)     601.13   (feet)  ADJUSTED  
 OK0093  ___________________________________________________________________
 OK0093  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 OK0093  DYNAMIC HT  -         183.187 (meters)     601.01  (feet)  COMP
 OK0093  MODELED GRAV-     980,412.1   (mgal)                       NAVD 88
 OK0093
 OK0093  VERT ORDER  -  SECOND    CLASS 0
 OK0093
 OK0093.The horizontal coordinates were scaled from a topographic map and have
 OK0093.an estimated accuracy of +/- 6 seconds.
 OK0093
 OK0093.The orthometric height was determined by differential leveling
 OK0093.and adjusted by the National Geodetic Survey in June 1991..
 OK0093
 OK0093.The geoid height was determined by GEOID03.
 OK0093
 OK0093.The dynamic height is computed by dividing the NAVD 88
 OK0093.geopotential number by the normal gravity value computed on the
 OK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0093.degrees latitude (g = 980.6199 gals.).
 OK0093
 OK0093.The modeled gravity was interpolated from observed gravity values.
 OK0093
 OK0093;                    North         East    Units  Estimated Accuracy
 OK0093;SPC MI S     -   205,650.    4,018,940.      MT  (+/- 180 meters Scaled)
 OK0093
 OK0093                          SUPERSEDED SURVEY CONTROL
 OK0093
 OK0093  NGVD 29 (??/??/92)  183.404  (m)          601.72   (f) ADJ UNCH    2 0
 OK0093
 OK0093.Superseded values are not recommended for survey control.
 OK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0093.See file dsdata.txt to determine how the superseded data were derived.
 OK0093
 OK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP323037(NAD 83)
 OK0093_MARKER: DB = BENCH MARK DISK
 OK0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0093_STAMPING: F 86 1934
 OK0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0093+STABILITY: SURFACE MOTION
 OK0093
 OK0093  HISTORY     - Date     Condition        Report By
 OK0093  HISTORY     - 1934     MONUMENTED       CGS
 OK0093  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0093  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0093  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0093
 OK0093                          STATION DESCRIPTION
 OK0093
 OK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0093'4 MI N FROM ST CHARLES.
 OK0093'4 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0093'STATION AT SAINT CHARLES, SAGINAW COUNTY, AT GARFIELD, 56 YARDS
 OK0093'SOUTH OF A ROAD CROSSING, 40 FEET EAST OF THE SWITCH TO A SIDING,
 OK0093'35.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND LEVEL
 OK0093'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 86 1934
 OK0093'AND SET IN THE TOP OF A CONCRETE POST.
 OK0093
 OK0093                          STATION RECOVERY (1994)
 OK0093
 OK0093'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0093'MARK NOT FOUND.
 OK0093
 OK0093                          STATION RECOVERY (2001)
 OK0093
 OK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0093
 OK0093                          STATION RECOVERY (2001)
 OK0093
 OK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0093'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0295 ***********************************************************************
 PL0295  DESIGNATION -  F 88
 PL0295  PID         -  PL0295
 PL0295  STATE/COUNTY-  MI/LEELANAU
 PL0295  USGS QUAD   -  
 PL0295
 PL0295                         *CURRENT SURVEY CONTROL
 PL0295  ___________________________________________________________________
 PL0295* NAD 83(1986)-  44 57 48.     (N)    085 47 35.     (W)     SCALED    
 PL0295* NAVD 88     -       188.928  (meters)     619.84   (feet)  ADJUSTED  
 PL0295  ___________________________________________________________________
 PL0295  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 PL0295  DYNAMIC HT  -         188.914 (meters)     619.80  (feet)  COMP
 PL0295  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 PL0295
 PL0295  VERT ORDER  -  SECOND    CLASS 0
 PL0295
 PL0295.The horizontal coordinates were scaled from a topographic map and have
 PL0295.an estimated accuracy of +/- 6 seconds.
 PL0295
 PL0295.The orthometric height was determined by differential leveling
 PL0295.and adjusted by the National Geodetic Survey in June 1991..
 PL0295
 PL0295.The geoid height was determined by GEOID03.
 PL0295
 PL0295.The dynamic height is computed by dividing the NAVD 88
 PL0295.geopotential number by the normal gravity value computed on the
 PL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0295.degrees latitude (g = 980.6199 gals.).
 PL0295
 PL0295.The modeled gravity was interpolated from observed gravity values.
 PL0295
 PL0295;                    North         East    Units  Estimated Accuracy
 PL0295;SPC MI C     -   183,970.    5,887,480.      MT  (+/- 180 meters Scaled)
 PL0295
 PL0295                          SUPERSEDED SURVEY CONTROL
 PL0295
 PL0295  NGVD 29 (??/??/92)  189.031  (m)          620.18   (f) ADJ UNCH    2 0
 PL0295
 PL0295.Superseded values are not recommended for survey control.
 PL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0295.See file dsdata.txt to determine how the superseded data were derived.
 PL0295
 PL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ951795(NAD 83)
 PL0295_MARKER: DB = BENCH MARK DISK
 PL0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0295_STAMPING: F 88 1934
 PL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0295+STABILITY: SURFACE MOTION
 PL0295
 PL0295  HISTORY     - Date     Condition        Report By
 PL0295  HISTORY     - 1934     MONUMENTED       CGS
 PL0295
 PL0295                          STATION DESCRIPTION
 PL0295
 PL0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0295'4.5 MI S FROM LELAND.
 PL0295'4.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM LELAND, 2.4 MILES
 PL0295'SOUTH OF THE JUNCTION OF COUNTY HIGHWAY 620, 170 YARDS NORTHEAST
 PL0295'OF THE ENTRANCE TO THE ROAD LEADING TO A STONE DWELLING, AT THE
 PL0295'EDGE OF A FOREST, AT THE SOUTHWEST END OF A FILL, 9 YARDS
 PL0295'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4 YARDS WEST
 PL0295'OF A LARGE PINE TREE.  A STANDARD DISK, STAMPED F 88 1934 AND
 PL0295'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PL0295'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0020 ***********************************************************************
 PM0020  DESIGNATION -  F 89
 PM0020  PID         -  PM0020
 PM0020  STATE/COUNTY-  MI/BENZIE
 PM0020  USGS QUAD   -  
 PM0020
 PM0020                         *CURRENT SURVEY CONTROL
 PM0020  ___________________________________________________________________
 PM0020* NAD 83(1986)-  44 36 58.     (N)    086 11 02.     (W)     SCALED    
 PM0020* NAVD 88     -       182.541  (meters)     598.89   (feet)  ADJUSTED  
 PM0020  ___________________________________________________________________
 PM0020  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 PM0020  DYNAMIC HT  -         182.524 (meters)     598.83  (feet)  COMP
 PM0020  MODELED GRAV-     980,517.7   (mgal)                       NAVD 88
 PM0020
 PM0020  VERT ORDER  -  SECOND    CLASS 0
 PM0020
 PM0020.The horizontal coordinates were scaled from a topographic map and have
 PM0020.an estimated accuracy of +/- 6 seconds.
 PM0020
 PM0020.The orthometric height was determined by differential leveling
 PM0020.and adjusted by the National Geodetic Survey in June 1991..
 PM0020
 PM0020.The geoid height was determined by GEOID03.
 PM0020
 PM0020.The dynamic height is computed by dividing the NAVD 88
 PM0020.geopotential number by the normal gravity value computed on the
 PM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0020.degrees latitude (g = 980.6199 gals.).
 PM0020
 PM0020.The modeled gravity was interpolated from observed gravity values.
 PM0020
 PM0020;                    North         East    Units  Estimated Accuracy
 PM0020;SPC MI C     -   146,010.    5,855,790.      MT  (+/- 180 meters Scaled)
 PM0020
 PM0020                          SUPERSEDED SURVEY CONTROL
 PM0020
 PM0020  NGVD 29 (??/??/92)  182.646  (m)          599.23   (f) ADJ UNCH    2 0
 PM0020
 PM0020.Superseded values are not recommended for survey control.
 PM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0020.See file dsdata.txt to determine how the superseded data were derived.
 PM0020
 PM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ647406(NAD 83)
 PM0020_MARKER: DB = BENCH MARK DISK
 PM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0020_STAMPING: F 89 1934
 PM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0020+STABILITY: SURFACE MOTION
 PM0020
 PM0020  HISTORY     - Date     Condition        Report By
 PM0020  HISTORY     - 1934     MONUMENTED       CGS
 PM0020  HISTORY     - 1979     MARK NOT FOUND   USGS
 PM0020  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 PM0020
 PM0020                          STATION DESCRIPTION
 PM0020
 PM0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0020'3.6 MI E FROM FRANKFORT.
 PM0020'3.6 MILES EAST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 PM0020'AT FRANKFORT, BENZIE COUNTY, 60 YARDS SOUTHEAST OF THE HOME
 PM0020'OF M.J. WOODWARD IN 1934, 19 YARDS SOUTHEAST OF THE ENTRANCE TO
 PM0020'THE DRIVEWAY, 15 YARDS NORTH OF THE NORTH RAIL, 9 YARDS SOUTH
 PM0020'OF THE CENTERLINE OF COUNTY HIGHWAY 608, AND 1 YARDS WEST OF A
 PM0020'POWER-LINE POLE.  A STANDARD DISK, STAMPED F 89 1934 AND SET IN
 PM0020'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PM0020
 PM0020                          STATION RECOVERY (1979)
 PM0020
 PM0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PM0020'MARK NOT FOUND.
 PM0020
 PM0020                          STATION RECOVERY (1996)
 PM0020
 PM0020'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1364 ***********************************************************************
 MD1364  DESIGNATION -  F 9
 MD1364  PID         -  MD1364
 MD1364  STATE/COUNTY-  MI/ST JOSEPH
 MD1364  USGS QUAD   -  CONSTANTINE (1972)
 MD1364
 MD1364                         *CURRENT SURVEY CONTROL
 MD1364  ___________________________________________________________________
 MD1364* NAD 83(1986)-  41 46 22.     (N)    085 40 55.     (W)     SCALED    
 MD1364* NAVD 88     -       246.055  (meters)     807.27   (feet)  ADJUSTED  
 MD1364  ___________________________________________________________________
 MD1364  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 MD1364  DYNAMIC HT  -         245.966 (meters)     806.97  (feet)  COMP
 MD1364  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 MD1364
 MD1364  VERT ORDER  -  FIRST     CLASS II
 MD1364
 MD1364.The horizontal coordinates were scaled from a topographic map and have
 MD1364.an estimated accuracy of +/- 6 seconds.
 MD1364
 MD1364.The orthometric height was determined by differential leveling
 MD1364.and adjusted by the National Geodetic Survey in June 1991..
 MD1364
 MD1364.The geoid height was determined by GEOID03.
 MD1364
 MD1364.The dynamic height is computed by dividing the NAVD 88
 MD1364.geopotential number by the normal gravity value computed on the
 MD1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1364.degrees latitude (g = 980.6199 gals.).
 MD1364
 MD1364.The modeled gravity was interpolated from observed gravity values.
 MD1364
 MD1364;                    North         East    Units  Estimated Accuracy
 MD1364;SPC MI S     -    31,160.    3,890,640.      MT  (+/- 180 meters Scaled)
 MD1364
 MD1364                          SUPERSEDED SURVEY CONTROL
 MD1364
 MD1364  NGVD 29 (??/??/92)  246.191  (m)          807.71   (f) ADJ UNCH    1 2
 MD1364
 MD1364.Superseded values are not recommended for survey control.
 MD1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1364.See file dsdata.txt to determine how the superseded data were derived.
 MD1364
 MD1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM095253(NAD 83)
 MD1364_MARKER: Q = CHISELED SQUARE
 MD1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1364+STABILITY: SURFACE MOTION
 MD1364
 MD1364  HISTORY     - Date     Condition        Report By
 MD1364  HISTORY     - UNK      MONUMENTED       CGS
 MD1364  HISTORY     - 1939     GOOD             NGS
 MD1364  HISTORY     - 1959     MARK NOT FOUND   NGS
 MD1364
 MD1364                          STATION DESCRIPTION
 MD1364
 MD1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MD1364'2.6 MI SW FROM WHITE PIGEON.
 MD1364'2.6 MILES SOUTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD1364'THE STATION AT WHITE PIGEON, ST. JOSEPH COUNTY, BETWEEN MILEPOSTS
 MD1364'422 AND 423, AT A NORTH-AND-SOUTH ROAD CROSSING, 51.3 FEET
 MD1364'SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET EAST OF THE CENTERLINE
 MD1364'OF THE ROAD, AND AT A FENCE CORNER.  A SQUARE, CUT IN THE TOP
 MD1364'OF A CONCRETE POST.
 MD1364
 MD1364                          STATION RECOVERY (1959)
 MD1364
 MD1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MD1364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0129 ***********************************************************************
 PL0129  DESIGNATION -  F 90
 PL0129  PID         -  PL0129
 PL0129  STATE/COUNTY-  MI/ROSCOMMON
 PL0129  USGS QUAD   -  
 PL0129
 PL0129                         *CURRENT SURVEY CONTROL
 PL0129  ___________________________________________________________________
 PL0129* NAD 83(1986)-  44 18 55.     (N)    084 47 36.     (W)     SCALED    
 PL0129* NAVD 88     -       355.461  (meters)    1166.21   (feet)  ADJUSTED  
 PL0129  ___________________________________________________________________
 PL0129  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 PL0129  DYNAMIC HT  -         355.404 (meters)    1166.02  (feet)  COMP
 PL0129  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 PL0129
 PL0129  VERT ORDER  -  SECOND    CLASS 0
 PL0129
 PL0129.The horizontal coordinates were scaled from a topographic map and have
 PL0129.an estimated accuracy of +/- 6 seconds.
 PL0129
 PL0129.The orthometric height was determined by differential leveling
 PL0129.and adjusted by the National Geodetic Survey in June 1991..
 PL0129
 PL0129.The geoid height was determined by GEOID03.
 PL0129
 PL0129.The dynamic height is computed by dividing the NAVD 88
 PL0129.geopotential number by the normal gravity value computed on the
 PL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0129.degrees latitude (g = 980.6199 gals.).
 PL0129
 PL0129.The modeled gravity was interpolated from observed gravity values.
 PL0129
 PL0129;                    North         East    Units  Estimated Accuracy
 PL0129;SPC MI C     -   111,060.    5,965,960.      MT  (+/- 180 meters Scaled)
 PL0129
 PL0129                          SUPERSEDED SURVEY CONTROL
 PL0129
 PL0129  NGVD 29 (??/??/92)  355.582  (m)         1166.61   (f) ADJ UNCH    2 0
 PL0129
 PL0129.Superseded values are not recommended for survey control.
 PL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0129.See file dsdata.txt to determine how the superseded data were derived.
 PL0129
 PL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ759092(NAD 83)
 PL0129_MARKER: DB = BENCH MARK DISK
 PL0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0129_STAMPING: F 90 1934
 PL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0129+STABILITY: SURFACE MOTION
 PL0129
 PL0129  HISTORY     - Date     Condition        Report By
 PL0129  HISTORY     - 1934     MONUMENTED       CGS
 PL0129  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0129
 PL0129                          STATION DESCRIPTION
 PL0129
 PL0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0129'AT HOUGHTON HEIGHTS.
 PL0129'AT HOUGHTON HEIGHTS, ROSCOMMON COUNTY, ON STATE HIGHWAY 55, 150
 PL0129'YARDS SOUTH OF THE POST OFFICE, AT THE ENTRANCE TO THE HOUGHTON
 PL0129'HEIGHTS GOLF COURSE, 35.4 FEET SOUTH OF THE CENTERLINE OF THE
 PL0129'ENTRANCE, 24.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 PL0129'6 INCHES HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED F
 PL0129'90 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0129
 PL0129                          STATION RECOVERY (1979)
 PL0129
 PL0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0112 ***********************************************************************
 PL0112  DESIGNATION -  F 91
 PL0112  PID         -  PL0112
 PL0112  STATE/COUNTY-  MI/CLARE
 PL0112  USGS QUAD   -  
 PL0112
 PL0112                         *CURRENT SURVEY CONTROL
 PL0112  ___________________________________________________________________
 PL0112* NAD 83(1986)-  44 09 32.     (N)    084 47 19.     (W)     SCALED    
 PL0112* NAVD 88     -       336.942  (meters)    1105.45   (feet)  ADJUSTED  
 PL0112  ___________________________________________________________________
 PL0112  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 PL0112  DYNAMIC HT  -         336.884 (meters)    1105.26  (feet)  COMP
 PL0112  MODELED GRAV-     980,437.6   (mgal)                       NAVD 88
 PL0112
 PL0112  VERT ORDER  -  SECOND    CLASS 0
 PL0112
 PL0112.The horizontal coordinates were scaled from a topographic map and have
 PL0112.an estimated accuracy of +/- 6 seconds.
 PL0112
 PL0112.The orthometric height was determined by differential leveling
 PL0112.and adjusted by the National Geodetic Survey in June 1991..
 PL0112
 PL0112.The geoid height was determined by GEOID03.
 PL0112
 PL0112.The dynamic height is computed by dividing the NAVD 88
 PL0112.geopotential number by the normal gravity value computed on the
 PL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0112.degrees latitude (g = 980.6199 gals.).
 PL0112
 PL0112.The modeled gravity was interpolated from observed gravity values.
 PL0112
 PL0112;                    North         East    Units  Estimated Accuracy
 PL0112;SPC MI C     -    93,680.    5,966,250.      MT  (+/- 180 meters Scaled)
 PL0112
 PL0112                          SUPERSEDED SURVEY CONTROL
 PL0112
 PL0112  NGVD 29 (??/??/92)  337.068  (m)         1105.86   (f) ADJ UNCH    2 0
 PL0112
 PL0112.Superseded values are not recommended for survey control.
 PL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0112.See file dsdata.txt to determine how the superseded data were derived.
 PL0112
 PL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP768918(NAD 83)
 PL0112_MARKER: DB = BENCH MARK DISK
 PL0112_SETTING: 0 = UNSPECIFIED SETTING
 PL0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0112+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0112
 PL0112  HISTORY     - Date     Condition        Report By
 PL0112  HISTORY     - UNK      MONUMENTED       CGS
 PL0112  HISTORY     - 1954     GOOD             NGS
 PL0112  HISTORY     - 1976     GOOD             NGS
 PL0112  HISTORY     - 20010927 GOOD             USPSQD
 PL0112
 PL0112                          STATION DESCRIPTION
 PL0112
 PL0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PL0112'3.9 MI N FROM LONG LAKE.
 PL0112'10.7 MILES NORTH ALONG U.S. HIGHWAY 27 FROM JUNCTION WITH STATE
 PL0112'HIGHWAY 61 AT HARRISON, THENCE 0.1 MILE WEST ON TRAIL FROM
 PL0112'CROSSING WITH THE HIGHWAY, THENCE 0.3 MILE SOUTH ALONG TRAIL
 PL0112'FROM TRAIL CROSSING WHICH WAS PART OF OLD U.S. HIGHWAY 27, 47
 PL0112'FEET WEST OF CENTERLINE OF TRAIL, ON A LINE BETWEEN SECS. 33
 PL0112'AND 348 T. 21 N., R. 4 W., 6 FEET NORTH AND 3 FEET EAST FROM
 PL0112'TRIANGULAR BLAZED 12 INCH OAK TREE AND 1.5 FEET HIGHER THAN THE
 PL0112'TRAIL.
 PL0112
 PL0112                          STATION RECOVERY (1976)
 PL0112
 PL0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0112'10.7 MILES NORTH ALONG OLD HIGHWAY 27 FROM ITS JUNCTION WITH STATE
 PL0112'HIGHWAY 61, THEN 0.05 MILE WEST AND SAND ROAD, THEN 0.3 MILES SOUTH
 PL0112'ALONG SAND ROAD, 37 FEET WEST OF THE CENTER OF THE ROAD, 7 FEET
 PL0112'NORTHEAST OF A TWIN TRUNK OAK TREE AND 8 FEET SOUTHWEST OF A 15 INCH
 PL0112'OAK TREE. A WITNESS POST WAS SET 1 FOOT WEST OF MARK AND ROD DRIVEN
 PL0112'BESIDE MARK.
 PL0112
 PL0112                          STATION RECOVERY (2001)
 PL0112
 PL0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0242 ***********************************************************************
 OK0242  DESIGNATION -  F 92
 OK0242  PID         -  OK0242
 OK0242  STATE/COUNTY-  MI/CLARE
 OK0242  USGS QUAD   -  BLANCHARD (1979)
 OK0242
 OK0242                         *CURRENT SURVEY CONTROL
 OK0242  ___________________________________________________________________
 OK0242* NAD 83(1986)-  43 52 06.     (N)    085 02 44.     (W)     SCALED    
 OK0242* NAVD 88     -       319.435  (meters)    1048.01   (feet)  ADJUSTED  
 OK0242  ___________________________________________________________________
 OK0242  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 OK0242  DYNAMIC HT  -         319.383 (meters)    1047.84  (feet)  COMP
 OK0242  MODELED GRAV-     980,445.8   (mgal)                       NAVD 88
 OK0242
 OK0242  VERT ORDER  -  SECOND    CLASS 0
 OK0242
 OK0242.The horizontal coordinates were scaled from a topographic map and have
 OK0242.an estimated accuracy of +/- 6 seconds.
 OK0242
 OK0242.The orthometric height was determined by differential leveling
 OK0242.and adjusted by the National Geodetic Survey in June 1991..
 OK0242
 OK0242.The geoid height was determined by GEOID03.
 OK0242
 OK0242.The dynamic height is computed by dividing the NAVD 88
 OK0242.geopotential number by the normal gravity value computed on the
 OK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0242.degrees latitude (g = 980.6199 gals.).
 OK0242
 OK0242.The modeled gravity was interpolated from observed gravity values.
 OK0242
 OK0242;                    North         East    Units  Estimated Accuracy
 OK0242;SPC MI C     -    61,530.    5,945,430.      MT  (+/- 180 meters Scaled)
 OK0242
 OK0242                          SUPERSEDED SURVEY CONTROL
 OK0242
 OK0242  NGVD 29 (??/??/92)  319.549  (m)         1048.39   (f) ADJ UNCH    2 0
 OK0242
 OK0242.Superseded values are not recommended for survey control.
 OK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0242.See file dsdata.txt to determine how the superseded data were derived.
 OK0242
 OK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP570591(NAD 83)
 OK0242_MARKER: DB = BENCH MARK DISK
 OK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0242_STAMPING: F 92 1934
 OK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0242+STABILITY: SURFACE MOTION
 OK0242
 OK0242  HISTORY     - Date     Condition        Report By
 OK0242  HISTORY     - 1934     MONUMENTED       CGS
 OK0242  HISTORY     - 20010927 GOOD             USPSQD
 OK0242
 OK0242                          STATION DESCRIPTION
 OK0242
 OK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0242'2.2 MI W FROM LAKE.
 OK0242'2.2 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0242'STATION AT LAKE, 100 YARDS NORTHEAST OF A TWO-STORY HOUSE, 11
 OK0242'FEET SOUTH OF TELEPHONE POLE 2425, AT THE EDGE OF A FENCE, 48
 OK0242'FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT ABOVE THE TOP
 OK0242'OF THE RAIL.  A STANDARD DISK, STAMPED F 92 1934 AND SET IN
 OK0242'THE TOP OF A CONCRETE POST.
 OK0242
 OK0242                          STATION RECOVERY (2001)
 OK0242
 OK0242'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OK0242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0041 ***********************************************************************
 OK0041  DESIGNATION -  F 93
 OK0041  PID         -  OK0041
 OK0041  STATE/COUNTY-  MI/GLADWIN
 OK0041  USGS QUAD   -  GLADWIN (1969)
 OK0041
 OK0041                         *CURRENT SURVEY CONTROL
 OK0041  ___________________________________________________________________
 OK0041* NAD 83(1986)-  43 58 51.     (N)    084 28 47.     (W)     SCALED    
 OK0041* NAVD 88     -       238.436  (meters)     782.27   (feet)  ADJUSTED  
 OK0041  ___________________________________________________________________
 OK0041  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OK0041  DYNAMIC HT  -         238.395 (meters)     782.13  (feet)  COMP
 OK0041  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 OK0041
 OK0041  VERT ORDER  -  SECOND    CLASS 0
 OK0041
 OK0041.The horizontal coordinates were scaled from a topographic map and have
 OK0041.an estimated accuracy of +/- 6 seconds.
 OK0041
 OK0041.The orthometric height was determined by differential leveling
 OK0041.and adjusted by the National Geodetic Survey in June 1991..
 OK0041
 OK0041.The geoid height was determined by GEOID03.
 OK0041
 OK0041.The dynamic height is computed by dividing the NAVD 88
 OK0041.geopotential number by the normal gravity value computed on the
 OK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0041.degrees latitude (g = 980.6199 gals.).
 OK0041
 OK0041.The modeled gravity was interpolated from observed gravity values.
 OK0041
 OK0041;                    North         East    Units  Estimated Accuracy
 OK0041;SPC MI C     -    73,810.    5,990,930.      MT  (+/- 180 meters Scaled)
 OK0041
 OK0041                          SUPERSEDED SURVEY CONTROL
 OK0041
 OK0041  NGVD 29 (??/??/92)  238.591  (m)          782.78   (f) ADJ UNCH    2 0
 OK0041
 OK0041.Superseded values are not recommended for survey control.
 OK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0041.See file dsdata.txt to determine how the superseded data were derived.
 OK0041
 OK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP021728(NAD 83)
 OK0041_MARKER: DB = BENCH MARK DISK
 OK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0041_STAMPING: F 93 1934
 OK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0041+STABILITY: SURFACE MOTION
 OK0041
 OK0041  HISTORY     - Date     Condition        Report By
 OK0041  HISTORY     - 1934     MONUMENTED       CGS
 OK0041  HISTORY     - 1934     GOOD             NGS
 OK0041  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0041
 OK0041                          STATION DESCRIPTION
 OK0041
 OK0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0041'AT GLADWIN.
 OK0041'AT GLADWIN, 0.3 MILE EAST ALONG STATE HIGHWAY 61 FROM THE POST
 OK0041'OFFICE, 90 YARDS SOUTHEAST OF THE MICHIGAN CENTRAL RAILROAD
 OK0041'STATION, 100 FEET EAST OF THE EAST RAIL, 31.5 FEET SOUTH OF THE
 OK0041'CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE ROADWAY.  A
 OK0041'STANDARD DISK, STAMPED F 93 1934 AND SET IN THE TOP OF A CONCRETE
 OK0041'POST.
 OK0041
 OK0041                          STATION RECOVERY (1998)
 OK0041
 OK0041'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0020 ***********************************************************************
 OL0020  DESIGNATION -  F 94
 OL0020  PID         -  OL0020
 OL0020  STATE/COUNTY-  MI/LAKE
 OL0020  USGS QUAD   -  TALLMAN (1987)
 OL0020
 OL0020                         *CURRENT SURVEY CONTROL
 OL0020  ___________________________________________________________________
 OL0020* NAD 83(1986)-  43 56 03.     (N)    086 01 06.     (W)     SCALED    
 OL0020* NAVD 88     -       224.033  (meters)     735.01   (feet)  ADJUSTED  
 OL0020  ___________________________________________________________________
 OL0020  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OL0020  DYNAMIC HT  -         223.995 (meters)     734.89  (feet)  COMP
 OL0020  MODELED GRAV-     980,444.3   (mgal)                       NAVD 88
 OL0020
 OL0020  VERT ORDER  -  SECOND    CLASS 0
 OL0020
 OL0020.The horizontal coordinates were scaled from a topographic map and have
 OL0020.an estimated accuracy of +/- 6 seconds.
 OL0020
 OL0020.The orthometric height was determined by differential leveling
 OL0020.and adjusted by the National Geodetic Survey in June 1991..
 OL0020
 OL0020.The geoid height was determined by GEOID03.
 OL0020
 OL0020.The dynamic height is computed by dividing the NAVD 88
 OL0020.geopotential number by the normal gravity value computed on the
 OL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0020.degrees latitude (g = 980.6199 gals.).
 OL0020
 OL0020.The modeled gravity was interpolated from observed gravity values.
 OL0020
 OL0020;                    North         East    Units  Estimated Accuracy
 OL0020;SPC MI C     -    69,970.    5,867,380.      MT  (+/- 180 meters Scaled)
 OL0020
 OL0020                          SUPERSEDED SURVEY CONTROL
 OL0020
 OL0020  NGVD 29 (??/??/92)  224.127  (m)          735.32   (f) ADJ UNCH    2 0
 OL0020
 OL0020.Superseded values are not recommended for survey control.
 OL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0020.See file dsdata.txt to determine how the superseded data were derived.
 OL0020
 OL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP787650(NAD 83)
 OL0020_MARKER: DB = BENCH MARK DISK
 OL0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0020_STAMPING: F 94 1934
 OL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0020+STABILITY: SURFACE MOTION
 OL0020
 OL0020  HISTORY     - Date     Condition        Report By
 OL0020  HISTORY     - 1934     MONUMENTED       CGS
 OL0020  HISTORY     - 1957     MARK NOT FOUND   NGS
 OL0020  HISTORY     - 19990930 MARK NOT FOUND   USPSQD
 OL0020
 OL0020                          STATION DESCRIPTION
 OL0020
 OL0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OL0020'1.1 MI E FROM BRANCH.
 OL0020'IN LAKE COUNTY, 1.1 MILES EAST ALONG THE CHESAPEAKE AND OHIO
 OL0020'RAILWAY FROM THE STATION AT BRANCH, MASON COUNTY, 140 YARDS
 OL0020'EAST OF THE SWITCH TO A SIDING SOUTH OF THE MAIN TRACK, AT A
 OL0020'ROAD CROSSING, 36 FEET WEST OF THE CENTERLINE OF THE ROAD, 27
 OL0020'FEET NORTH OF THE NORTH RAIL, 15 FEET SOUTH OF A FENCE LINE,
 OL0020'AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 OL0020'STAMPED F 94 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0020'5 INCHES ABOVE GROUND.  NOTE-- PROBABLY DESTROYED BY RAILROAD
 OL0020'CONSTRUCTION AND BORROW.
 OL0020
 OL0020                          STATION RECOVERY (1999)
 OL0020
 OL0020'RECOVERY NOTE BY US POWER SQUADRON 1999
 OL0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0446 ***********************************************************************
 OK0446  DESIGNATION -  F 95
 OK0446  PID         -  OK0446
 OK0446  STATE/COUNTY-  MI/NEWAYGO
 OK0446  USGS QUAD   -  WOODLAND PARK (1985)
 OK0446
 OK0446                         *CURRENT SURVEY CONTROL
 OK0446  ___________________________________________________________________
 OK0446* NAD 83(1986)-  43 43 28.     (N)    085 51 24.     (W)     SCALED    
 OK0446* NAVD 88     -       261.390  (meters)     857.58   (feet)  ADJUSTED  
 OK0446  ___________________________________________________________________
 OK0446  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 OK0446  DYNAMIC HT  -         261.340 (meters)     857.41  (feet)  COMP
 OK0446  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OK0446
 OK0446  VERT ORDER  -  SECOND    CLASS 0
 OK0446
 OK0446.The horizontal coordinates were scaled from a topographic map and have
 OK0446.an estimated accuracy of +/- 6 seconds.
 OK0446
 OK0446.The orthometric height was determined by differential leveling
 OK0446.and adjusted by the National Geodetic Survey in June 1991..
 OK0446
 OK0446.The geoid height was determined by GEOID03.
 OK0446
 OK0446.The dynamic height is computed by dividing the NAVD 88
 OK0446.geopotential number by the normal gravity value computed on the
 OK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0446.degrees latitude (g = 980.6199 gals.).
 OK0446
 OK0446.The modeled gravity was interpolated from observed gravity values.
 OK0446
 OK0446;                    North         East    Units  Estimated Accuracy
 OK0446;SPC MI S     -   248,160.    3,879,950.      MT  (+/- 180 meters Scaled)
 OK0446
 OK0446                          SUPERSEDED SURVEY CONTROL
 OK0446
 OK0446  NGVD 29 (??/??/92)  261.495  (m)          857.92   (f) ADJ UNCH    2 0
 OK0446
 OK0446.Superseded values are not recommended for survey control.
 OK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0446.See file dsdata.txt to determine how the superseded data were derived.
 OK0446
 OK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP920419(NAD 83)
 OK0446_MARKER: DB = BENCH MARK DISK
 OK0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0446_STAMPING: F 95 1934
 OK0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0446+STABILITY: SURFACE MOTION
 OK0446
 OK0446  HISTORY     - Date     Condition        Report By
 OK0446  HISTORY     - 1934     MONUMENTED       CGS
 OK0446  HISTORY     - 19960527 GOOD             USPSQD
 OK0446
 OK0446                          STATION DESCRIPTION
 OK0446
 OK0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0446'1.6 MI S FROM BITELY.
 OK0446'1.6 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0446'STATION AT BITELY, NEWAYGO COUNTY,300 YARDS SOUTH OF A
 OK0446'GRAVEL-ROAD CROSSING, 55 FEET NORTHWEST OF A GROUP OF THREE
 OK0446'10-INCH MAPLE TREES, 34.5 FEET EAST OF THE EAST RAIL, 12 FEET
 OK0446'WEST OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN
 OK0446'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 95 1934 AND
 OK0446'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OK0446'GROUND.
 OK0446
 OK0446                          STATION RECOVERY (1996)
 OK0446
 OK0446'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0046 ***********************************************************************
 OL0046  DESIGNATION -  F 96
 OL0046  PID         -  OL0046
 OL0046  STATE/COUNTY-  MI/NEWAYGO
 OL0046  USGS QUAD   -  HOLTON (1985)
 OL0046
 OL0046                         *CURRENT SURVEY CONTROL
 OL0046  ___________________________________________________________________
 OL0046* NAD 83(1986)-  43 26 43.     (N)    086 00 31.     (W)     SCALED    
 OL0046* NAVD 88     -       232.489  (meters)     762.76   (feet)  ADJUSTED  
 OL0046  ___________________________________________________________________
 OL0046  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 OL0046  DYNAMIC HT  -         232.440 (meters)     762.60  (feet)  COMP
 OL0046  MODELED GRAV-     980,405.6   (mgal)                       NAVD 88
 OL0046
 OL0046  VERT ORDER  -  SECOND    CLASS 0
 OL0046
 OL0046.The horizontal coordinates were scaled from a topographic map and have
 OL0046.an estimated accuracy of +/- 6 seconds.
 OL0046
 OL0046.The orthometric height was determined by differential leveling
 OL0046.and adjusted by the National Geodetic Survey in June 1991..
 OL0046
 OL0046.The geoid height was determined by GEOID03.
 OL0046
 OL0046.The dynamic height is computed by dividing the NAVD 88
 OL0046.geopotential number by the normal gravity value computed on the
 OL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0046.degrees latitude (g = 980.6199 gals.).
 OL0046
 OL0046.The modeled gravity was interpolated from observed gravity values.
 OL0046
 OL0046;                    North         East    Units  Estimated Accuracy
 OL0046;SPC MI S     -   217,380.    3,867,100.      MT  (+/- 180 meters Scaled)
 OL0046
 OL0046                          SUPERSEDED SURVEY CONTROL
 OL0046
 OL0046  NGVD 29 (??/??/92)  232.603  (m)          763.13   (f) ADJ UNCH    2 0
 OL0046
 OL0046.Superseded values are not recommended for survey control.
 OL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0046.See file dsdata.txt to determine how the superseded data were derived.
 OL0046
 OL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP802107(NAD 83)
 OL0046_MARKER: DB = BENCH MARK DISK
 OL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0046_STAMPING: F 96 1934
 OL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0046+STABILITY: SURFACE MOTION
 OL0046
 OL0046  HISTORY     - Date     Condition        Report By
 OL0046  HISTORY     - 1934     MONUMENTED       CGS
 OL0046  HISTORY     - 19960527 GOOD             USPSQD
 OL0046
 OL0046                          STATION DESCRIPTION
 OL0046
 OL0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0046'AT REEMAN.
 OL0046'AT REEMAN, NEWAYGO COUNTY, 70 YARS NORTHEAST OF THE NORTHEAST
 OL0046'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, ABOUT 29
 OL0046'YARDS EAST OF THE EAST CORNER OF THE STORE BUILDING OF PAUL
 OL0046'BRINK, AT A ROAD CROSSING, 50 FEET NORTHEAST OF THE CENTERLINE
 OL0046'OF THE ROAD, 30 FEET NORTHWEST OF THE NORTHWEST RAIL, AND LEVEL
 OL0046'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 96 1934
 OL0046'AND SET IN THE TOP OF A CONCRETE POST.
 OL0046
 OL0046                          STATION RECOVERY (1996)
 OL0046
 OL0046'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0390 ***********************************************************************
 OK0390  DESIGNATION -  F 97
 OK0390  PID         -  OK0390
 OK0390  STATE/COUNTY-  MI/KENT
 OK0390  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0390
 OK0390                         *CURRENT SURVEY CONTROL
 OK0390  ___________________________________________________________________
 OK0390* NAD 83(1986)-  43 06 06.     (N)    085 41 06.     (W)     SCALED    
 OK0390* NAVD 88     -       243.744  (meters)     799.68   (feet)  ADJUSTED  
 OK0390  ___________________________________________________________________
 OK0390  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 OK0390  DYNAMIC HT  -         243.684 (meters)     799.49  (feet)  COMP
 OK0390  MODELED GRAV-     980,366.2   (mgal)                       NAVD 88
 OK0390
 OK0390  VERT ORDER  -  SECOND    CLASS 0
 OK0390
 OK0390.The horizontal coordinates were scaled from a topographic map and have
 OK0390.an estimated accuracy of +/- 6 seconds.
 OK0390
 OK0390.The orthometric height was determined by differential leveling
 OK0390.and adjusted by the National Geodetic Survey in June 1991..
 OK0390
 OK0390.The geoid height was determined by GEOID03.
 OK0390
 OK0390.The dynamic height is computed by dividing the NAVD 88
 OK0390.geopotential number by the normal gravity value computed on the
 OK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0390.degrees latitude (g = 980.6199 gals.).
 OK0390
 OK0390.The modeled gravity was interpolated from observed gravity values.
 OK0390
 OK0390;                    North         East    Units  Estimated Accuracy
 OK0390;SPC MI S     -   178,750.    3,892,690.      MT  (+/- 180 meters Scaled)
 OK0390
 OK0390                          SUPERSEDED SURVEY CONTROL
 OK0390
 OK0390  NGVD 29 (??/??/92)  243.875  (m)          800.11   (f) ADJ UNCH    2 0
 OK0390
 OK0390.Superseded values are not recommended for survey control.
 OK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0390.See file dsdata.txt to determine how the superseded data were derived.
 OK0390
 OK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN070729(NAD 83)
 OK0390_MARKER: DB = BENCH MARK DISK
 OK0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0390_SP_SET: CONCRETE POST
 OK0390_STAMPING: F 97 1934
 OK0390_MARK LOGO: CGS   
 OK0390_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0390+STABILITY: SURFACE MOTION
 OK0390
 OK0390  HISTORY     - Date     Condition        Report By
 OK0390  HISTORY     - 1934     MONUMENTED       CGS
 OK0390  HISTORY     - 1983     POOR             USPSQD
 OK0390  HISTORY     - 1987     GOOD             USPSQD
 OK0390  HISTORY     - 19921001 MARK NOT FOUND   LOCENG
 OK0390
 OK0390                          STATION DESCRIPTION
 OK0390
 OK0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0390'2 MI N FROM ALPINE.
 OK0390'2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0390'THE STATION AT ALPINE, KENT COUNTY, AT A GRAVEL-ROAD CROSSING,
 OK0390'42 FEET WEST OF THE WEST RAIL, 36 FEET SOUTH OF THE CENTERLINE
 OK0390'OF THE ROAD, 3 FEET EAST OF A FENCE LINE, AND ABOUT 3 FEET LOWER
 OK0390'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED F 97 1934
 OK0390'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OK0390'GROUND.
 OK0390
 OK0390                          STATION RECOVERY (1983)
 OK0390
 OK0390'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0390'MARK HAS BEEN KNOCKED OVER, AND LEANS TO SOUTH SOUTHWEST AT ABOUT 45
 OK0390'DEGREES.
 OK0390
 OK0390                          STATION RECOVERY (1987)
 OK0390
 OK0390'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0390'RECOVERED IN GOOD CONDITION.
 OK0390
 OK0390                          STATION RECOVERY (1992)
 OK0390
 OK0390'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 OK0390'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0318 ***********************************************************************
 OK0318  DESIGNATION -  F 99
 OK0318  PID         -  OK0318
 OK0318  STATE/COUNTY-  MI/MONTCALM
 OK0318  USGS QUAD   -  SHERIDAN (1972)
 OK0318
 OK0318                         *CURRENT SURVEY CONTROL
 OK0318  ___________________________________________________________________
 OK0318* NAD 83(1986)-  43 12 25.     (N)    085 04 48.     (W)     SCALED    
 OK0318* NAVD 88     -       256.750  (meters)     842.35   (feet)  ADJUSTED  
 OK0318  ___________________________________________________________________
 OK0318  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 OK0318  DYNAMIC HT  -         256.698 (meters)     842.18  (feet)  COMP
 OK0318  MODELED GRAV-     980,408.0   (mgal)                       NAVD 88
 OK0318
 OK0318  VERT ORDER  -  SECOND    CLASS 0
 OK0318
 OK0318.The horizontal coordinates were scaled from a topographic map and have
 OK0318.an estimated accuracy of +/- 6 seconds.
 OK0318
 OK0318.The orthometric height was determined by differential leveling
 OK0318.and adjusted by the National Geodetic Survey in June 1991..
 OK0318
 OK0318.The geoid height was determined by GEOID03.
 OK0318
 OK0318.The dynamic height is computed by dividing the NAVD 88
 OK0318.geopotential number by the normal gravity value computed on the
 OK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0318.degrees latitude (g = 980.6199 gals.).
 OK0318
 OK0318.The modeled gravity was interpolated from observed gravity values.
 OK0318
 OK0318;                    North         East    Units  Estimated Accuracy
 OK0318;SPC MI S     -   189,850.    3,942,040.      MT  (+/- 180 meters Scaled)
 OK0318
 OK0318                          SUPERSEDED SURVEY CONTROL
 OK0318
 OK0318  NGVD 29 (??/??/92)  256.887  (m)          842.80   (f) ADJ UNCH    2 0
 OK0318
 OK0318.Superseded values are not recommended for survey control.
 OK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0318.See file dsdata.txt to determine how the superseded data were derived.
 OK0318
 OK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN559855(NAD 83)
 OK0318_MARKER: DB = BENCH MARK DISK
 OK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0318_STAMPING: F 99 1934
 OK0318_PROJECTION: FLUSH
 OK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0318+STABILITY: SURFACE MOTION
 OK0318
 OK0318  HISTORY     - Date     Condition        Report By
 OK0318  HISTORY     - 1934     MONUMENTED       CGS
 OK0318  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0318  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0318  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0318
 OK0318                          STATION DESCRIPTION
 OK0318
 OK0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0318'AT SHERIDAN.
 OK0318'AT SHERIDAN, ON THE GRAND TRUNK RAILWAY, AT THE ABANDONED
 OK0318'CROSSING OF THE PERE MARQUETTE RAILWAY, 31 FEET EAST OF THE
 OK0318'CENTERLINE OF THE ROADBED OF THE PERE MARQUETTE RAILWAY, 28 FEET
 OK0318'SOUTH OF THE SOUTH RAIL OF THE GRAND TRUNK RAILWAY, 18 FEET
 OK0318'NORTH OF POLE 522, 1-1/2 FEET NORTH OF A FENCE CORNER, AND 2
 OK0318'FEET LOWER THAN THE TOP OF RAIL.  A STANDARD DISK, STAMPED F
 OK0318'99 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 OK0318'6 INCHES ABOVE GROUND.
 OK0318
 OK0318                          STATION RECOVERY (1992)
 OK0318
 OK0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0318'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 OK0318
 OK0318                          STATION RECOVERY (1994)
 OK0318
 OK0318'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0318'MARK NOT FOUND.
 OK0318
 OK0318                          STATION RECOVERY (2001)
 OK0318
 OK0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0318'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0639 ***********************************************************************
 QL0639  DESIGNATION -  F SOUTH
 QL0639  PID         -  QL0639
 QL0639  STATE/COUNTY-  MI/DELTA
 QL0639  USGS QUAD   -  MAYWOOD (1985)
 QL0639
 QL0639                         *CURRENT SURVEY CONTROL
 QL0639  ___________________________________________________________________
 QL0639* NAD 83(1994)-  45 46 07.94141(N)    086 59 01.07834(W)     ADJUSTED  
 QL0639* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QL0639  ___________________________________________________________________
 QL0639  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 QL0639  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 QL0639
 QL0639  HORZ ORDER  -  SECOND
 QL0639
 QL0639.The horizontal coordinates were established by classical geodetic methods
 QL0639.and adjusted by the National Geodetic Survey in February 1997..
 QL0639
 QL0639.The orthometric height was scaled from a topographic map.
 QL0639
 QL0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0639
 QL0639.The geoid height was determined by GEOID03.
 QL0639
 QL0639;                    North         East     Units Scale Factor Converg.
 QL0639;SPC MI N     -   109,537.693 8,001,273.048   MT  0.99994319   +0 00 42.6
 QL0639;SPC MI N     -   359,375.63 26,250,895.83   iFT  0.99994319   +0 00 42.6
 QL0639;UTM  16      - 5,068,368.306   501,272.611   MT  0.99960002   +0 00 42.2
 QL0639
 QL0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0639!SPC MI N     -   0.99997771  x   0.99994319  =   0.99992090
 QL0639!UTM  16      -   0.99997771  x   0.99960002  =   0.99957774
 QL0639
 QL0639|---------------------------------------------------------------------|
 QL0639| PID    Reference Object                     Distance      Geod. Az  |
 QL0639|                                                           dddmmss.s |
 QL0639| CH1122 F SOUTH RM 1                         10.043 METERS 03121     |
 QL0639| CH1123 F SOUTH RM 2                          9.550 METERS 13840     |
 QL0639| QL0211 ESCANABA                            APPROX. 5.2 KM 2375659.8 |
 QL0639| QL0472 ESCANABA LIGHT                      APPROX. 4.9 KM 2391253.9 |
 QL0639| QL0471 ESCANABA MUNICIPAL TANK             APPROX. 7.7 KM 2514053.1 |
 QL0639| QL0460 ESCANABA SHEPECK LUMBER CO TK       APPROX. 6.3 KM 2775909.8 |
 QL0639|---------------------------------------------------------------------|
 QL0639
 QL0639                          SUPERSEDED SURVEY CONTROL
 QL0639
 QL0639  NAD 83(1986)-  45 46 07.94018(N)    086 59 01.07697(W) AD(       ) 2
 QL0639  NAD 27      -  45 46 08.04900(N)    086 59 00.58200(W) AD(       ) 2
 QL0639
 QL0639.Superseded values are not recommended for survey control.
 QL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0639.See file dsdata.txt to determine how the superseded data were derived.
 QL0639
 QL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0127368368(NAD 83)
 QL0639_MARKER: Z = SEE DESCRIPTION
 QL0639_SETTING: 0 = UNSPECIFIED SETTING
 QL0639
 QL0639  HISTORY     - Date     Condition        Report By
 QL0639  HISTORY     - 1863     MONUMENTED       USLS
 QL0639  HISTORY     - 1903     SEE DESCRIPTION  USLS
 QL0639  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0639
 QL0639                          STATION DESCRIPTION
 QL0639
 QL0639'DESCRIBED BY US LAKE SURVEY 1903
 QL0639'ON EAST SHORE OF LITTLE BAY DE NOC, ON CENTER ONE OF THREE PROJECTING
 QL0639'POINTS OF LAND, 55 FEET FROM
 QL0639'WATERS EDGE, AND N. 60 DEG 21 MIN E. OF ESCANABA LIGHTHOUSE, 15.9
 QL0639'FEET N. 5 DEG 11 MIN. W. FROM
 QL0639'8-INCH TAMARACK TREE, AND 24.0 FEET S. 37 DEG 19 MIN W. FROM 12-INCH
 QL0639'POPLAR TREE, BOTH TREES BLAZED WITH SMALL
 QL0639'TRIANGLES.  MARKED BY COPPER BOLT IN
 QL0639'CONCRETE BLOCK 6 BY 6 BY 20 INCHES, TOP FLUSH WITH SURFACE
 QL0639'OF GROUND, AND MARKED U.S.
 QL0639'1903.
 QL0639
 QL0639                          STATION RECOVERY (1954)
 QL0639
 QL0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0639'STATION WAS RECOVERED AS DESCRIBED BY U.S. LAKE SURVEY IN 1903 AND
 QL0639'FOUND TO BE IN GOOD CONDITION.  TWO
 QL0639'REFERENCE MARKS WERE ESTABLISHED.  REFERENCE MARK NO. 1 IS 32 FEET
 QL0639'WEST OF NORTHWEST CORNER OF HOUSE.  THE
 QL0639'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED F
 QL0639'SOUTH USLS NO 1 1954.  NOTE 11A.  REFERENCE MARK
 QL0639'NO. 2 IS 35 FEET SOUTHWEST OF THE SOUTHWEST
 QL0639'CORNER OF HOUSE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QL0639'STAMPD F SOUTH USLS NO 2 1954.
 QL0639'NOTE 11A.  TO REACH FROM THE INTERSECTION OF THE MAIN STREET AND
 QL0639'U.S.  HIGHWAY 2 IN RAPID RIVER GO
 QL0639'EAST ON U.S. HIGHWAY 2 FOR 2.8 MILES TO A SIDE ROAD RIGHT.
 QL0639'TURN RIGHT AND GO SOUTH FOR 10.8 MILES TO A
 QL0639'CROSS ROADS.  TURN RIGHT AND GO WEST ON
 QL0639'GRAVEL ROAD FOR 0.25 MILE TO DIM CROSS ROADS JUST BEFORE
 QL0639'REACHING BEACH.  TURN RIGHT AND GO
 QL0639'NORTH FOR 0.1 MILE TO DIM ROAD LEADING TO BEACH, ON THE NORTH SIDE OF
 QL0639'A HOUSE.  TURN LEFT AND GO WEST FOR
 QL0639'0.1 MILE TO BEACH AND STATION ON RIGHT AS DESCRIBED.
 QL0639'
 QL0639'1954 OBSERVATIONS TAKEN FROM A 4 FOOT STAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6817 ***********************************************************************
 AA6817  CBN         -  This is a Cooperative Base Network Control Station.
 AA6817  PACS        -  This is a Primary Airport Control Station.
 AA6817  DESIGNATION -  FAA 2G5 C
 AA6817  PID         -  AA6817
 AA6817  STATE/COUNTY-  MI/WAYNE
 AA6817  USGS QUAD   -  ROCKWOOD (1981)
 AA6817
 AA6817                         *CURRENT SURVEY CONTROL
 AA6817  ___________________________________________________________________
 AA6817* NAD 83(1994)-  42 05 38.72899(N)    083 09 45.65683(W)     ADJUSTED  
 AA6817* NAVD 88     -       176.91   (meters)     580.4    (feet)  GPS OBS   
 AA6817  ___________________________________________________________________
 AA6817  X           -     564,312.674 (meters)                     COMP
 AA6817  Y           -  -4,706,393.985 (meters)                     COMP
 AA6817  Z           -   4,253,459.946 (meters)                     COMP
 AA6817  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 AA6817  ELLIP HEIGHT-         141.95  (meters)          (07/12/02) GPS OBS
 AA6817  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 AA6817
 AA6817  HORZ ORDER  -  B
 AA6817  ELLP ORDER  -  FOURTH    CLASS II
 AA6817
 AA6817.This mark is at Grosse Ile Municipal Airport (2G5)
 AA6817
 AA6817.The horizontal coordinates were established by GPS observations
 AA6817.and adjusted by the National Geodetic Survey in September 1995..
 AA6817
 AA6817.The orthometric height was determined by GPS observations and a
 AA6817.high-resolution geoid model.
 AA6817
 AA6817.GPS derived orthometric heights for airport stations designated as
 AA6817.PACS or SACS are published to 2 decimal places.  This maintains
 AA6817.centimeter relative accuracy between the PACS and SACS.  It does
 AA6817.not indicate centimeter accuracy relative to other marks which are
 AA6817.part of the NAVD 88 network.
 AA6817
 AA6817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6817
 AA6817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6817
 AA6817.The ellipsoidal height was determined by GPS observations
 AA6817.and is referenced to NAD 83.
 AA6817
 AA6817.The geoid height was determined by GEOID03.
 AA6817
 AA6817;                    North         East     Units Scale Factor Converg.
 AA6817;SPC MI S     -    66,703.442 4,099,600.669   MT  1.00000140   +0 49 09.6
 AA6817;SPC MI S     -   218,843.31 13,450,133.43   iFT  1.00000140   +0 49 09.6
 AA6817;UTM  17      - 4,662,486.439   321,151.503   MT  0.99999360   -1 27 00.5
 AA6817
 AA6817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6817!SPC MI S     -   0.99997774  x   1.00000140  =   0.99997914
 AA6817!UTM  17      -   0.99997774  x   0.99999360  =   0.99997134
 AA6817
 AA6817                          SUPERSEDED SURVEY CONTROL
 AA6817
 AA6817  ELLIP H (09/20/95)  141.99   (m)                       GP(       ) 1 2
 AA6817  NAD 83(1986)-  42 05 38.73649(N)    083 09 45.68641(W) AD(       ) 1
 AA6817
 AA6817.Superseded values are not recommended for survey control.
 AA6817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6817.See file dsdata.txt to determine how the superseded data were derived.
 AA6817
 AA6817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2115262486(NAD 83)
 AA6817_MARKER: I = METAL ROD
 AA6817_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA6817_STAMPING: 2G5 C 1994
 AA6817_MARK LOGO: NGS   
 AA6817_PROJECTION: FLUSH
 AA6817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA6817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA6817+STABILITY: POSITION/ELEVATION WELL
 AA6817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6817+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 AA6817_ROD/PIPE-DEPTH:  4.0 meters
 AA6817_SLEEVE-DEPTH  :  1.1 meters
 AA6817
 AA6817  HISTORY     - Date     Condition        Report By
 AA6817  HISTORY     - 1994     MONUMENTED       NGS
 AA6817  HISTORY     - 20020325 GOOD             INDIV
 AA6817
 AA6817                          STATION DESCRIPTION
 AA6817
 AA6817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA6817'STATION IS LOCATED ABOUT 30 KM (18.6 MI) SOUTH-SOUTHWEST OF DOWNTOWN
 AA6817'DETROIT, ON THE SOUTH END OF GROSSE ISLE ISLAND, AT THE SOUTHWEST END
 AA6817'OF THE GROSSE ISLE MUNICIPAL AIRPORT, IN GRASS AREA BETWEEN RUNWAY
 AA6817'4-22 AND AN OLD PAVED ROAD CURVING FROM NORTH TO NORTHWEST,
 AA6817'OWNERSHIP-- TOWNSHIP OF GROSSE ISLE, 8841 MACOMB, PO BOX 300, GROSSE
 AA6817'ISLE, MICHIGAN 48138.  AIRPORT MANAGER IS JON G. STOUT, PHONE
 AA6817'313-675-0155. DO NOT GO TO STATION WITHOUT EXPRESS PERSMISSION OF THE
 AA6817'AIRPORT MANAGER. NO ESCORT REQUIRED. TO REACH FROM THE OVER PASS AT
 AA6817'THE JUNCTION OF INTERSTATE HIGHWAY I-75 AND WEST ROAD (EXIT 32) IN
 AA6817'WOODHAVEN, GO EAST ON WEST ROAD FOR 1.27 KM (0.79 MI) TO A CROSSROADS.
 AA6817'TURN RIGHT, SOUTH ON ALLEN ROAD FOR 1.6 KM (1.0 MI) TO A CROSSROAD.
 AA6817'TURN LEFT, EAST, ON VAN HORN ROAD FOR 3.32 KM (2.06 MI) TO A T-ROAD.
 AA6817'TURN LEFT, NORTH  ON JEFFERSON WEST ROAD FOR 0.13 KM (0.08 MI) TO A
 AA6817'ROAD RIGHT.  TURN RIGHT, EAST, ON GROSSE ISLE PARKWAY FOR 2.15 KM
 AA6817'(1.34 MI) TO A CROSSROAD. TURN RIGHT,SOUTH, ON MERIDIAN ROAD FOR 2.24
 AA6817'KM (1.39 MI) TO A T-ROAD. TURN RIGHT, WEST, ON GROH ROAD FOR 0.09 KM
 AA6817'(0.06 MI) TO A PAVED LANE LEFT. TURN LEFT, SOUTH, ON LANE FOR 0.1 KM
 AA6817'(0.1 MI) TO THE AIRPORT APRON AND THE OFFICE ON THE RIGHT IN THE
 AA6817'ISLAND AVIATION BUILDING. CONTINUE AHEAD, BEARING SLIGHT LEFT, ACROSS
 AA6817'APRON FOR 0.22 KM (0.14 MI) TO TAXI, GO SOUTH ON TAXIWAY C FOR 0.75 KM
 AA6817'(0.47 MI) TO THE STATION ON THE LEFT. STATION MARK IS A PUNCH HOLE IN
 AA6817'THE TOP OF A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A
 AA6817'CONCRETE POST 5 CM BELOW GROUND.  IT IS 50.8 M (166.7 FT) WEST OF THE
 AA6817'EDGE OF RUNWAY 4,  50.7 M (166.3 FT) NORTH OF A WINDSOCK, 33.8 M
 AA6817'(110.9 FT) WEST-SOUTHWEST OF THE CENTER OF A CONCRETE DRAIN,  27.2 M
 AA6817'(89.2 FT) NORTH OF THE EDGE OF A TAXIWAY, 16.2 M (53.1 FT) EAST OF THE
 AA6817'EDGE OF TAXIWAY C, AND 14.6 M (47.9 FT) NORTHEAST OF THE NORTHEAST
 AA6817'CORNER OF A CONCRETE PAD BEARING THE RUNWAY INDICATOR BOX "4-35".
 AA6817
 AA6817                          STATION RECOVERY (2002)
 AA6817
 AA6817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA6817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0674 ***********************************************************************
 OK0674  DESIGNATION -  FAA 6D6 A
 OK0674  PID         -  OK0674
 OK0674  STATE/COUNTY-  MI/MONTCALM
 OK0674  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0674
 OK0674                         *CURRENT SURVEY CONTROL
 OK0674  ___________________________________________________________________
 OK0674* NAD 83(1994)-  43 08 34.17192(N)    085 15 30.22017(W)     ADJUSTED  
 OK0674* NAVD 88     -       257.7    (meters)     845.     (feet)  VERTCON   
 OK0674  ___________________________________________________________________
 OK0674  X           -     385,311.766 (meters)                     COMP
 OK0674  Y           -  -4,645,328.730 (meters)                     COMP
 OK0674  Z           -   4,339,246.264 (meters)                     COMP
 OK0674  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 OK0674  ELLIP HEIGHT-         224.56  (meters)          (02/03/97) GPS OBS
 OK0674  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 OK0674
 OK0674  HORZ ORDER  -  THIRD
 OK0674  ELLP ORDER  -  FOURTH    CLASS I
 OK0674
 OK0674.This mark is at Greenville Airport (6D6)
 OK0674
 OK0674.The horizontal coordinates were established by GPS observations
 OK0674.and adjusted by the National Geodetic Survey in February 1997..
 OK0674
 OK0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0674
 OK0674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0674
 OK0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0674
 OK0674.The ellipsoidal height was determined by GPS observations
 OK0674.and is referenced to NAD 83.
 OK0674
 OK0674.The geoid height was determined by GEOID03.
 OK0674
 OK0674;                    North         East     Units Scale Factor Converg.
 OK0674;SPC MI S     -   182,866.384 3,927,463.673   MT  0.99991698   -0 36 24.6
 OK0674;SPC MI S     -   599,955.33 12,885,379.50   iFT  0.99991698   -0 36 24.6
 OK0674;UTM  16      - 4,778,147.690   641,627.605   MT  0.99984675   +1 11 28.1
 OK0674
 OK0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0674!SPC MI S     -   0.99996479  x   0.99991698  =   0.99988177
 OK0674!UTM  16      -   0.99996479  x   0.99984675  =   0.99981154
 OK0674
 OK0674:                Primary Azimuth Mark                     Grid Az
 OK0674:SPC MI S     -  FAA 6D6 B                                275 31 22.7
 OK0674:UTM  16      -  FAA 6D6 B                                273 43 30.0
 OK0674
 OK0674|---------------------------------------------------------------------|
 OK0674| PID    Reference Object                     Distance      Geod. Az  |
 OK0674|                                                           dddmmss.s |
 OK0674| OK0675 FAA 6D6 B                           APPROX. 0.8 KM 2745458.1 |
 OK0674|---------------------------------------------------------------------|
 OK0674
 OK0674                          SUPERSEDED SURVEY CONTROL
 OK0674
 OK0674  NAD 83(1986)-  43 08 34.17189(N)    085 15 30.23452(W) AD(       ) 3
 OK0674  NGVD 29 (03/13/91)  257.8    (m)          846.     (f) GPS OBS        
 OK0674
 OK0674.Superseded values are not recommended for survey control.
 OK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0674.See file dsdata.txt to determine how the superseded data were derived.
 OK0674
 OK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4162878148(NAD 83)
 OK0674_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0674_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0674_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0674_STAMPING: FAA 6D6 A 1990
 OK0674_MARK LOGO: NGS   
 OK0674_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0674+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OK0674
 OK0674  HISTORY     - Date     Condition        Report By
 OK0674  HISTORY     - 1990     MONUMENTED       NGS
 OK0674  HISTORY     - 20011205 GOOD             NGS
 OK0674  HISTORY     - 20031004 GOOD             JCLS
 OK0674
 OK0674                          STATION DESCRIPTION
 OK0674
 OK0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OK0674'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) SOUTH OF GREENVILLE,
 OK0674'32.18 KM (20.00 MI) NORTHWEST OF IONIA, 48.28 KM (30.00 MI) NORTHEAST
 OK0674'OF GRAND RAPIDS AT THE GREENVILLE MUNICIPAL AIRPORT NEAR THE JUNCTION
 OK0674'OF THE TAXIWAY AND RUNWAY 9 AND EAST OF THE SIGN FOR RUNWAY 9.
 OK0674'OWNERSHIP--CITY OF GREENVILLE, CITY HALL, GREENVILLE MI 48838, PHONE
 OK0674'(616) 754-5647, AIRPORT MANAGER IS JEROME VANDERBURG, PHONE (616)
 OK0674'754-5534.
 OK0674'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 91 IN
 OK0674'GREENVILLE, GO SOUTH ON STATE HIGHWAY 91 FOR 4.02 KM (2.50 MI) TO THE
 OK0674'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST ON THE ENTRANCE
 OK0674'ROAD FOR 0.48 KM (0.30 MI) TO THE APRON AND THE AIRPORT OFFICE ON THE
 OK0674'LEFT, CONTINUE ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY
 OK0674'LEADING TO RUNWAY 9, GO SOUTH ON THE TAXIWAY TO THE SIGN FOR RUNWAY 9
 OK0674'AND THE STATION ON THE LEFT.
 OK0674'THE STATION IS FLUSH WITH THE GROUND LOCATED 45.5 M (149.3 FT) NORTH
 OK0674'OF THE CENTER OF THE RUNWAY, 23.0 M (75.5 FT) EAST OF THE CENTER OF
 OK0674'THE TAXIWAY, 15.7 M (51.5 FT) SOUTH OF THE SOUTH EDGE OF THE APRON,
 OK0674'11.75 M (38.55 FT) EAST OF THE EAST FACE OF THE SIGN FOR RUNWAY 9 AND
 OK0674'0.32 M (1.05 FT) WEST OF A FIBERGLASS WITNESS POST.
 OK0674
 OK0674                          STATION RECOVERY (2001)
 OK0674
 OK0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0674'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0674
 OK0674                          STATION RECOVERY (2003)
 OK0674
 OK0674'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OK0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0675 ***********************************************************************
 OK0675  DESIGNATION -  FAA 6D6 B
 OK0675  PID         -  OK0675
 OK0675  STATE/COUNTY-  MI/MONTCALM
 OK0675  USGS QUAD   -  GREENVILLE WEST (1972)
 OK0675
 OK0675                         *CURRENT SURVEY CONTROL
 OK0675  ___________________________________________________________________
 OK0675* NAD 83(1994)-  43 08 36.49192(N)    085 16 07.08068(W)     ADJUSTED  
 OK0675* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 OK0675  ___________________________________________________________________
 OK0675  X           -     384,477.762 (meters)                     COMP
 OK0675  Y           -  -4,645,350.923 (meters)                     COMP
 OK0675  Z           -   4,339,300.577 (meters)                     COMP
 OK0675  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 OK0675  ELLIP HEIGHT-         227.59  (meters)          (02/03/97) GPS OBS
 OK0675  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 OK0675
 OK0675  HORZ ORDER  -  THIRD
 OK0675  ELLP ORDER  -  FOURTH    CLASS I
 OK0675
 OK0675.This mark is at Greenville Airport (6D6)
 OK0675
 OK0675.The horizontal coordinates were established by GPS observations
 OK0675.and adjusted by the National Geodetic Survey in February 1997..
 OK0675
 OK0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0675
 OK0675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0675
 OK0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0675
 OK0675.The ellipsoidal height was determined by GPS observations
 OK0675.and is referenced to NAD 83.
 OK0675
 OK0675.The geoid height was determined by GEOID03.
 OK0675
 OK0675;                    North         East     Units Scale Factor Converg.
 OK0675;SPC MI S     -   182,946.840 3,926,631.592   MT  0.99991703   -0 36 49.7
 OK0675;SPC MI S     -   600,219.29 12,882,649.58   iFT  0.99991703   -0 36 49.7
 OK0675;UTM  16      - 4,778,201.997   640,793.469   MT  0.99984385   +1 11 02.9
 OK0675
 OK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0675!SPC MI S     -   0.99996431  x   0.99991703  =   0.99988134
 OK0675!UTM  16      -   0.99996431  x   0.99984385  =   0.99980817
 OK0675
 OK0675:                Primary Azimuth Mark                     Grid Az
 OK0675:SPC MI S     -  FAA 6D6 A                                095 31 22.6
 OK0675:UTM  16      -  FAA 6D6 A                                093 43 30.0
 OK0675
 OK0675|---------------------------------------------------------------------|
 OK0675| PID    Reference Object                     Distance      Geod. Az  |
 OK0675|                                                           dddmmss.s |
 OK0675| OK0674 FAA 6D6 A                           APPROX. 0.8 KM 0945432.9 |
 OK0675|---------------------------------------------------------------------|
 OK0675
 OK0675                          SUPERSEDED SURVEY CONTROL
 OK0675
 OK0675  NAD 83(1986)-  43 08 36.49189(N)    085 16 07.09500(W) AD(       ) 3
 OK0675  NGVD 29 (03/13/91)  260.9    (m)          856.     (f) GPS OBS        
 OK0675
 OK0675.Superseded values are not recommended for survey control.
 OK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0675.See file dsdata.txt to determine how the superseded data were derived.
 OK0675
 OK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4079378202(NAD 83)
 OK0675_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0675_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0675_STAMPING: FAA 6D6 B 1990
 OK0675_MARK LOGO: NGS   
 OK0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0675+SATELLITE: SATELLITE OBSERVATIONS - 1990
 OK0675
 OK0675  HISTORY     - Date     Condition        Report By
 OK0675  HISTORY     - 1990     MONUMENTED       NGS
 OK0675  HISTORY     - 20011205 GOOD             NGS
 OK0675
 OK0675                          STATION DESCRIPTION
 OK0675
 OK0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 OK0675'THE STATION IS LOCATED ABOUT 4.18 KM (2.60 MI) SOUTH OF GREENVILLE,
 OK0675'32.18 KM (20.00 MI) NORTHWEST OF IONIA, 48.28 KM (30.00 MI) NORTHEAST
 OK0675'OF GRAND RAPIDS AT THE GREENVILLE MUNICIPAL AIRPORT ABOUT 30.48 M
 OK0675'(100.00 FT) WEST OF THE WEST SIDE OF THE TURN-AROUND FOR THE END OF
 OK0675'RUNWAY 27. OWNERSHIP--CITY OF GREENVILLE, CITY HALL, GREENVILLE MI
 OK0675'48838, PHONE (616) 754-5647, AIRPORT MANAGER IS JEROME VANDERBURG,
 OK0675'PHONE (616)754-5534.
 OK0675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 57 AND 91 IN
 OK0675'GREENVILLE, GO SOUTH ON STATE HIGHWAY 91 FOR 4.02 KM (2.50 MI) TO THE
 OK0675'AIRPORT ENTRANCE ROAD ON THE LEFT, TURN LEFT, EAST ON THE ENTRANCE
 OK0675'ROAD FOR 0.48 KM (0.30 MI) TO THE APRON AND THE AIRPORT OFFICE ON THE
 OK0675'LEFT, CONTINUE ACROSS THE APRON TO THE JUNCTION OF THE TAXIWAY
 OK0675'LEADING TO RUNWAY 9, GO SOUTH ON THE TAXIWAY TO THE JUNCTION OF THE
 OK0675'RUNWAY, TURN LEFT, EAST ONTO THE RUNWAY FOR 0.88 KM (0.55 MI) TO THE
 OK0675'STATION ON THE LEFT NORTH OF THE FIRST RUNWAY LIGHT EAST OF THE END
 OK0675'OF RUNWAY 27.
 OK0675'THE STATION IS FLUSH WITH THE GROUND LOCATED 40.0 M (131.2 FT) NORTH
 OK0675'OF THE CENTER OF THE RUNWAY, 27.8 M (91.2 FT) WEST-SOUTHWEST OF THE
 OK0675'NORTHWEST CORNER OF THE TURN-AROUND, 25.5 M (83.7 FT) NORTH OF THE
 OK0675'FIRST RUNWAY LIGHT EAST OF THE END OF RUNWAY 27 AND 0.3 M (1.0 FT)
 OK0675'WEST OF A FIBERGLASS WITNESS POST.
 OK0675
 OK0675                          STATION RECOVERY (2001)
 OK0675
 OK0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1160 ***********************************************************************
 NE1160  DESIGNATION -  FAIR HAVEN IRA TWP MUN TANK
 NE1160  PID         -  NE1160
 NE1160  STATE/COUNTY-  MI/ST CLAIR
 NE1160  USGS QUAD   -  NEW BALTIMORE (1973)
 NE1160
 NE1160                         *CURRENT SURVEY CONTROL
 NE1160  ___________________________________________________________________
 NE1160* NAD 83(1994)-  42 40 26.41828(N)    082 39 13.58543(W)     ADJUSTED  
 NE1160* NAVD 88     -                                                        
 NE1160  ___________________________________________________________________
 NE1160  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NE1160  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE1160
 NE1160  HORZ ORDER  -  THIRD
 NE1160
 NE1160.The horizontal coordinates were established by classical geodetic methods
 NE1160.and adjusted by the National Geodetic Survey in February 1997..
 NE1160
 NE1160
 NE1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1160
 NE1160.The geoid height was determined by GEOID03.
 NE1160
 NE1160;                    North         East     Units Scale Factor Converg.
 NE1160;SPC MI S     -   131,833.344 4,140,385.250   MT  0.99991363   +1 09 56.4
 NE1160;SPC MI S     -   432,524.09 13,583,941.11   iFT  0.99991363   +1 09 56.4
 NE1160;UTM  17      - 4,725,940.428   364,491.644   MT  0.99982592   -1 07 16.1
 NE1160
 NE1160                          SUPERSEDED SURVEY CONTROL
 NE1160
 NE1160  NAD 83(1986)-  42 40 26.41788(N)    082 39 13.62660(W) AD(       ) 4
 NE1160  NAD 27      -  42 40 26.29902(N)    082 39 13.93012(W) AD(       ) 3
 NE1160
 NE1160.Superseded values are not recommended for survey control.
 NE1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1160.See file dsdata.txt to determine how the superseded data were derived.
 NE1160
 NE1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH6449225940(NAD 83)
 NE1160
 NE1160  HISTORY     - Date     Condition        Report By
 NE1160  HISTORY     - 1957     MONUMENTED       CGS
 NE1160  HISTORY     - 19970330 GOOD             USPSQD
 NE1160
 NE1160                          STATION DESCRIPTION
 NE1160
 NE1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1160'THE STATION IS THE FINIAL AT THE APEX
 NE1160'OF THE MUNICIPAL
 NE1160'WATER TANK OF FAIR HAVEN, IRA TOWNSHIP.  IT IS
 NE1160'LOCATED ABOUT 0.5 MI. S OF STATE
 NE1160'HIGHWAY M-29 IN THE S EDGE OF
 NE1160'THE VILLEGE OF FAIR HAVEN, ON THE W BANK OF A SMALL
 NE1160'CANAL.  THE
 NE1160'TANK IS SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE, OVERALL HEIGHT
 NE1160'IS 125 FT.  THE
 NE1160'TANK AND THE SUPPORTING STRUCTURE IS PAINTED
 NE1160'ALUMINUM, AND IRA-TWP IS PAINTED
 NE1160'ON THE NE SIDE OF THE TANK.
 NE1160'
 NE1160'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-29 AND
 NE1160'SHORKEY DRIVE IN
 NE1160'FAIR HAVEN, GO S ON SHORKEY DRIVE FOR 0.15 MI.
 NE1160'TO MILLER STREET.  TURN RIGHT (W)
 NE1160'ON MILLER STREET FOR 0.05 MI. TO
 NE1160'LONG ISLAND CT, TURN LEFT ON LONG ISLAND CT. FOR
 NE1160'0.05 MI. TO
 NE1160'WATER WORKS DRIVE.  TURN LEFT ACROSS CANAL AND GO S ON WATER WORKS
 NE1160'DRIVE FOR 0.35
 NE1160'MI. TO THE END OF THE DRIVE AND THE STATION.
 NE1160'
 NE1160'THIS IS AN INTERSECTION STATION.
 NE1160
 NE1160                          STATION RECOVERY (1997)
 NE1160
 NE1160'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1739 ***********************************************************************
 MD1739  DESIGNATION -  FAIRFIELD 2
 MD1739  PID         -  MD1739
 MD1739  STATE/COUNTY-  MI/LENAWEE
 MD1739  USGS QUAD   -  JASPER (1962)
 MD1739
 MD1739                         *CURRENT SURVEY CONTROL
 MD1739  ___________________________________________________________________
 MD1739* NAD 83(1994)-  41 48 50.56022(N)    084 02 46.46766(W)     ADJUSTED  
 MD1739* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 MD1739  ___________________________________________________________________
 MD1739  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 MD1739  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 MD1739
 MD1739  HORZ ORDER  -  FIRST
 MD1739
 MD1739.The horizontal coordinates were established by classical geodetic methods
 MD1739.and adjusted by the National Geodetic Survey in February 1997..
 MD1739
 MD1739.The orthometric height was scaled from a topographic map.
 MD1739
 MD1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1739
 MD1739.The geoid height was determined by GEOID03.
 MD1739
 MD1739;                    North         East     Units Scale Factor Converg.
 MD1739;SPC MI S     -    34,935.258 4,026,626.725   MT  1.00007994   +0 13 05.0
 MD1739;SPC MI S     -   114,616.99 13,210,717.60   iFT  1.00007994   +0 13 05.0
 MD1739;SPC OH N     -   239,606.078   471,524.103   MT  1.00002399   -1 00 56.9
 MD1739;UTM  16      - 4,633,348.528   745,346.453   MT  1.00034079   +1 58 13.1
 MD1739;UTM  17      - 4,633,616.967   246,970.962   MT  1.00038791   -2 01 55.4
 MD1739
 MD1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1739!SPC MI S     -   0.99996816  x   1.00007994  =   1.00004810
 MD1739!SPC OH N     -   0.99996816  x   1.00002399  =   0.99999215
 MD1739!UTM  16      -   0.99996816  x   1.00034079  =   1.00030894
 MD1739!UTM  17      -   0.99996816  x   1.00038791  =   1.00035606
 MD1739
 MD1739:                Primary Azimuth Mark                     Grid Az
 MD1739:SPC MI S     -  ADRIAN STUBNITZ GRN SPRING TK            008 18 37.1
 MD1739:SPC OH N     -  ADRIAN STUBNITZ GRN SPRING TK            009 32 39.0
 MD1739:UTM  16      -  ADRIAN STUBNITZ GRN SPRING TK            006 33 29.0
 MD1739:UTM  17      -  ADRIAN STUBNITZ GRN SPRING TK            010 33 37.5
 MD1739
 MD1739|---------------------------------------------------------------------|
 MD1739| PID    Reference Object                     Distance      Geod. Az  |
 MD1739|                                                           dddmmss.s |
 MD1739| MD1736 ADRIAN STUBNITZ GRN SPRING TK       APPROX. 8.8 KM 0083142.1 |
 MD1739| MD1737 ADRIAN MUNICIPAL TANK               APPROX. 9.9 KM 0130438.8 |
 MD1739| CE6043 FAIRFIELD 2 AZ MK                                  0222840.9 |
 MD1739| MC1531 RAISIN                              APPROX.18.5 KM 0330352.6 |
 MD1739| CE6044 FAIRFIELD 2 RM 1                     32.400 METERS 10824     |
 MD1739| CE6045 FAIRFIELD 2 RM 2                     29.382 METERS 34653     |
 MD1739|---------------------------------------------------------------------|
 MD1739
 MD1739                          SUPERSEDED SURVEY CONTROL
 MD1739
 MD1739  NAD 83(1986)-  41 48 50.56735(N)    084 02 46.48415(W) AD(       ) 1
 MD1739  NAD 27      -  41 48 50.39000(N)    084 02 46.68300(W) AD(       ) 1
 MD1739
 MD1739.Superseded values are not recommended for survey control.
 MD1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1739.See file dsdata.txt to determine how the superseded data were derived.
 MD1739
 MD1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4534633349(NAD 83)
 MD1739_MARKER: Z = SEE DESCRIPTION
 MD1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1739
 MD1739  HISTORY     - Date     Condition        Report By
 MD1739  HISTORY     - 1943     MONUMENTED       CGS
 MD1739  HISTORY     - 1980     GOOD             MIDH
 MD1739
 MD1739                          STATION DESCRIPTION
 MD1739
 MD1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 MD1739'STATION IS
 MD1739'LOCATED ABOUT 5
 MD1739'MILES S OF ADRIAN, 7 MILES N OF THE OHIO-MICHIGAN
 MD1739'STATE LINE AND ABOUT 0.2 MILE N OF
 MD1739'THE VILLAGE OF FAIRFIELD.  THE
 MD1739'MARK IS SET ON THE HIGHEST GROUND OF A GRAVEL HILL ON
 MD1739'PROPERTY
 MD1739'OWNED BY E. J. SCHUMP.  THE MARK IS IN THE SW CORNER OF A PASTURE
 MD1739'FIELD, 36.8 FEET N
 MD1739'OF THE S POST OF A WIRE GATE IN THE N-S FENCE
 MD1739'AND 15.1 FEET E OF A STANDARD
 MD1739'REFERENCE POST WHICH WAS PLACED IN
 MD1739'THE N-S FENCELINE.  THE DISK IS STAMPED
 MD1739'FAIRFIELD 2 1943 AND
 MD1739'SET 12 INCHES BELOW THE SURFACE OF THE GROUND.
 MD1739'
 MD1739'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 MD1739'DISKS SET IN
 MD1739'CONCRETE.
 MD1739'
 MD1739'REFERENCE MARK 1 IS 106.30 FEET ESE OF THE STATION AND 1.0
 MD1739'FOOT N OF AN E-W
 MD1739'FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 NO
 MD1739'1 1943.
 MD1739'
 MD1739'REFERENCE MARK 2 IS 96.40 FEET NNW OF THE STATION AND 1.0
 MD1739'FOOT E OF THE N-S
 MD1739'FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 NO
 MD1739'2 1943.
 MD1739'
 MD1739'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE NNE OF THE STATION.
 MD1739'IT IS 27 FEET W OF
 MD1739'THE CENTER LINE OF MICHIGAN HIGHWAY 52, 3.6 FEET
 MD1739'S OF A STANDARD REFERENCE POST AND
 MD1739'1.3 FEET E OF THE W RIGHT-OF-WAY
 MD1739'FENCELINE.  THE DISK IS STAMPED FAIRFIELD 2 1943.
 MD1739'
 MD1739'AZIMUTH MARK REACHED FROM THE SCHUMP HOUSE, GO N ON HIGHWAY 52
 MD1739'FOR 0.3 MILE TO
 MD1739'THE MARK ON THE LEFT OR W SIDE OF THE HIGHWAY.
 MD1739'
 MD1739'TO REACH THE STATION FROM THE VILLAGE OF FAIRFIELD GO N ON
 MD1739'HIGHWAY 52 FOR 0.2
 MD1739'MILE TO THE SCHUMP RESIDENCE ON THE LEFT OPPOSITE
 MD1739'A CEMETERY ON THE RIGHT.  TURN LEFT
 MD1739'INTO THE FARMYARD AND PASS
 MD1739'THROUGH A GATE GOING BETWEEN 2 BARNS TO A CHICKEN
 MD1739'HOUSE.  PASS THE
 MD1739'CHICKEN HOUSE ON THE N SIDE AND ENTER A PASTURE FIELD.  FOLLOW A
 MD1739'FARM ROAD SW FOR
 MD1739'0.3 MILE TO THE STATION IN THE SW CORNER OF THE
 MD1739'FIELD AS DESCRIBED.
 MD1739'
 MD1739'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 MD1739
 MD1739                          STATION RECOVERY (1980)
 MD1739
 MD1739'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 MD1739'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED.  RM 1 AND RM2
 MD1739'HAVE BEEN DISTURBED AND ARE LAYING ON THEIR SIDES.  THE AZIMUTH MARK
 MD1739'COULD NOT BE LOCATED AFTER AN EXTENSIVE SEARCH AND WAS ASSUMED LOST
 MD1739'DUE TO ROAD CONSTRUCTION.
 MD1739'
 MD1739'THE STATION IS NOW LOCATED IN AN APPLE ORCHARD AND THE TO REACH NEEDS
 MD1739'THE FOLLOWING CHANGES.  FROM THE POINT WHERE THE OLD TO REACH SAYS TO
 MD1739'TURN LEFT INTO THE FARMYARD, TURN LEFT AND GO WEST ON THE NORTH SIDE
 MD1739'OF THE CIDER MILL AND ENTER AN ORCHARD, FOLLOW THE 2-TRACK ROAD TO THE
 MD1739'SOUTH FOR 0.15 MILES TO THE SOUTH EDGE OF THE ORCHARD.  TURN RIGHT
 MD1739'AND GO WEST ALONG THE SOUTH EDGE OF THE ORCHARD FOR 0.1 MILES TO THE
 MD1739'STATION IN THE SOUTHWEST CORNER OF THE ORCHARD.
 MD1739'OWNER IS NOW NICK  TERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1738 ***********************************************************************
 MD1738  DESIGNATION -  FAIRFIELD USLS 1879
 MD1738  PID         -  MD1738
 MD1738  STATE/COUNTY-  MI/LENAWEE
 MD1738  USGS QUAD   -  JASPER (1962)
 MD1738
 MD1738                         *CURRENT SURVEY CONTROL
 MD1738  ___________________________________________________________________
 MD1738* NAD 83(1994)-  41 48 56.23439(N)    084 02 36.16637(W)     ADJUSTED  
 MD1738* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 MD1738  ___________________________________________________________________
 MD1738  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 MD1738  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 MD1738
 MD1738  HORZ ORDER  -  FIRST
 MD1738
 MD1738.The horizontal coordinates were established by classical geodetic methods
 MD1738.and adjusted by the National Geodetic Survey in February 1997..
 MD1738
 MD1738.The orthometric height was scaled from a topographic map.
 MD1738
 MD1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1738
 MD1738.The geoid height was determined by GEOID03.
 MD1738
 MD1738;                    North         East     Units Scale Factor Converg.
 MD1738;SPC MI S     -    35,111.243 4,026,863.833   MT  1.00007944   +0 13 12.0
 MD1738;SPC MI S     -   115,194.37 13,211,495.52   iFT  1.00007944   +0 13 12.0
 MD1738;SPC IN E     -   730,413.542   234,875.659   MT  1.00019044   +1 04 56.9
 MD1738;SPC IN E     - 2,396,365.10    770,587.89   sFT  1.00019044   +1 04 56.9
 MD1738;UTM  16      - 4,633,531.729   745,578.131   MT  1.00034219   +1 58 20.2
 MD1738;UTM  17      - 4,633,783.558   247,214.873   MT  1.00038640   -2 01 48.7
 MD1738
 MD1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1738!SPC MI S     -   0.99996785  x   1.00007944  =   1.00004729
 MD1738!SPC IN E     -   0.99996785  x   1.00019044  =   1.00015828
 MD1738!UTM  16      -   0.99996785  x   1.00034219  =   1.00031003
 MD1738!UTM  17      -   0.99996785  x   1.00038640  =   1.00035424
 MD1738
 MD1738:                Primary Azimuth Mark                     Grid Az
 MD1738:SPC MI S     -  PITTSFORD RESET                          271 43 16.5
 MD1738:SPC IN E     -  PITTSFORD RESET                          270 51 31.6
 MD1738:UTM  16      -  PITTSFORD RESET                          269 58 08.3
 MD1738:UTM  17      -  PITTSFORD RESET                          273 58 17.2
 MD1738
 MD1738|---------------------------------------------------------------------|
 MD1738| PID    Reference Object                     Distance      Geod. Az  |
 MD1738|                                                           dddmmss.s |
 MD1738| MD1746 PITTSFORD RESET                     APPROX.36.6 KM 2715628.5 |
 MD1738|---------------------------------------------------------------------|
 MD1738
 MD1738                          SUPERSEDED SURVEY CONTROL
 MD1738
 MD1738  NAD 83(1986)-  41 48 56.24125(N)    084 02 36.18245(W) AD(       ) 1
 MD1738  NAD 27      -  41 48 56.06200(N)    084 02 36.38700(W) AD(       ) 1
 MD1738
 MD1738.Superseded values are not recommended for survey control.
 MD1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1738.See file dsdata.txt to determine how the superseded data were derived.
 MD1738
 MD1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4557833532(NAD 83)
 MD1738_MARKER: Z = SEE DESCRIPTION
 MD1738_SETTING: 0 = UNSPECIFIED SETTING
 MD1738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1738
 MD1738  HISTORY     - Date     Condition        Report By
 MD1738  HISTORY     - 1879     MONUMENTED       USLS
 MD1738
 MD1738                          STATION DESCRIPTION
 MD1738
 MD1738'DESCRIBED BY US LAKE SURVEY 1879
 MD1738'ABOUT 6 MILES SOUTH OF ADRIAN, ABOUT 1/4 MILE NORTH OF VILLAGE OF
 MD1738'FAIRFIELD ABOUT 1-1/2 MILES NORTH OF RAILROAD
 MD1738'STATION FAIRFIELD (ON THE CHICAGO AND CANADA SOUTHERN R.R.), ON
 MD1738'SLIGHT RISE OF GROUND NEAR
 MD1738'NORTHEAST CORNER OF SEC. 3, T. 8 S., R. 3 E., FAIRFIELD TOWNSHIP.
 MD1738'MARK IS SMALL DRILL HOLE IN TOP OF
 MD1738'STONE POST, 2-1/2 FEET BELOW SURFACE OF GROUND, WITH
 MD1738'ANOTHER STONE POST DIRECTLY ABOVE AS SURFACE MARK.
 MD1738'REFERENCE MARKS ARE STONE
 MD1738'POSTS WITH LETTERS U.S. CUT ON TOPS, AT FOLLOWING DISTANCES AND
 MD1738'BEARINGS FROM STATION-
 MD1738'21.5 METERS (71 FEET), N. 81 DEG. 01 MIN. E., AND 36.0 METERS (118
 MD1738'FEET), N. 86 DEG. 25 MIN.  W. LENAWEE COUNTY- NE.
 MD1738'CORNER OF SEC. 3, T. 8 S., R. 3 E. (U.S.L.S.) MARKED WITH
 MD1738'STONE POST WITH LETTERS U.S. CUT ON TOP,
 MD1738'3 INCHES BELOW SURFACE OF GROUND, IS
 MD1738'203.0 METERS (666 FEET) FROM STATION ON BEARING N. 51 DEG.
 MD1738'44 MIN. E.  IN 1935 THIS STATION WAS
 MD1738'REPORTED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0074 ***********************************************************************
 RJ0074  DESIGNATION -  FAIRVIEW USLS
 RJ0074  PID         -  RJ0074
 RJ0074  STATE/COUNTY-  MI/CHIPPEWA
 RJ0074  USGS QUAD   -  PICKFORD (1975)
 RJ0074
 RJ0074                         *CURRENT SURVEY CONTROL
 RJ0074  ___________________________________________________________________
 RJ0074* NAD 83(1986)-  46 08 38.     (N)    084 15 33.     (W)     SCALED    
 RJ0074* NAVD 88     -       209.313  (meters)     686.72   (feet)  ADJUSTED  
 RJ0074  ___________________________________________________________________
 RJ0074  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 RJ0074  DYNAMIC HT  -         209.321 (meters)     686.75  (feet)  COMP
 RJ0074  MODELED GRAV-     980,648.9   (mgal)                       NAVD 88
 RJ0074
 RJ0074  VERT ORDER  -  FIRST     CLASS 0
 RJ0074
 RJ0074.The horizontal coordinates were scaled from a topographic map and have
 RJ0074.an estimated accuracy of +/- 6 seconds.
 RJ0074
 RJ0074.The orthometric height was determined by differential leveling
 RJ0074.and adjusted by the National Geodetic Survey in June 1991..
 RJ0074
 RJ0074.The geoid height was determined by GEOID03.
 RJ0074
 RJ0074.The dynamic height is computed by dividing the NAVD 88
 RJ0074.geopotential number by the normal gravity value computed on the
 RJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0074.degrees latitude (g = 980.6199 gals.).
 RJ0074
 RJ0074.The modeled gravity was interpolated from observed gravity values.
 RJ0074
 RJ0074;                    North         East    Units  Estimated Accuracy
 RJ0074;SPC MI N     -   154,880.    8,211,700.      MT  (+/- 180 meters Scaled)
 RJ0074
 RJ0074                          SUPERSEDED SURVEY CONTROL
 RJ0074
 RJ0074  NGVD 29 (??/??/92)  209.269  (m)          686.58   (f) ADJ UNCH    1 0
 RJ0074
 RJ0074.Superseded values are not recommended for survey control.
 RJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0074.See file dsdata.txt to determine how the superseded data were derived.
 RJ0074
 RJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS116136(NAD 83)
 RJ0074_MARKER: DD = SURVEY DISK
 RJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0074_STAMPING: US
 RJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0074+STABILITY: SURFACE MOTION
 RJ0074
 RJ0074  HISTORY     - Date     Condition        Report By
 RJ0074  HISTORY     - 1895     MONUMENTED       USLS
 RJ0074  HISTORY     - 1972     GOOD             USLS
 RJ0074  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0074
 RJ0074                          STATION DESCRIPTION
 RJ0074
 RJ0074'DESCRIBED BY US LAKE SURVEY 1972
 RJ0074'2.9 MI NW FROM STALWART.
 RJ0074'FAIRVIEW IS IN CHIPPEWA COUNTY, MICHIGAN, 2.9 MILES WEST AND
 RJ0074'NORTH ALONG HIGHWAY M-48 FROM THE POST OFFICE IN STALWART TO
 RJ0074'INTERSECTION OF FAIRVIEW ROAD, 1.1 MILE NORTH ALONG FAIRVIEW
 RJ0074'ROAD, 113 FEET SOUTHWEST OF SOUTHWEST CORNER OF DWELLING ON EAST
 RJ0074'SIDE OF ROAD, 84 FEET NORTH OF ROAD INTERSECTION, 56.8 FEET
 RJ0074'EAST OF TRIANGULAR BLAZE IN A 18-INCH MAPLE, 25.4 FEET WEST OF
 RJ0074'TRIANGULAR BLAZE IN 8-INCH BIRCH, 24.5 FEET SOUTHWEST OF
 RJ0074'TRIANGULAR BLAZE IN 18-INCH PINE, 19.5 FEET NORTHWEST OF
 RJ0074'TRIANGULAR BLAZE IN 10-INCH BIRCH, 12 FEET EAST OF CENTERLINE
 RJ0074'OF FAIRVIEW ROAD, 10.7 FEET WEST OF NORTH-SOUTH FENCELINE, 1-FOOT
 RJ0074'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0074'1/2-INCH IRON BOLT SET INTO A 6X6-INCH CONCRETE POST STAMPED US.
 RJ0074
 RJ0074                          STATION RECOVERY (1983)
 RJ0074
 RJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0074'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0566 ***********************************************************************
 QL0566  DESIGNATION -  FAITHHORN
 QL0566  PID         -  QL0566
 QL0566  STATE/COUNTY-  MI/MENOMINEE
 QL0566  USGS QUAD   -  FAITHORN (1982)
 QL0566
 QL0566                         *CURRENT SURVEY CONTROL
 QL0566  ___________________________________________________________________
 QL0566* NAD 83(1994)-  45 39 12.92492(N)    087 47 09.99382(W)     ADJUSTED  
 QL0566* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 QL0566  ___________________________________________________________________
 QL0566  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 QL0566  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QL0566
 QL0566  HORZ ORDER  -  SECOND
 QL0566
 QL0566.The horizontal coordinates were established by classical geodetic methods
 QL0566.and adjusted by the National Geodetic Survey in February 1997..
 QL0566
 QL0566.The orthometric height was scaled from a topographic map.
 QL0566
 QL0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0566
 QL0566.The geoid height was determined by GEOID03.
 QL0566
 QL0566;                    North         East     Units Scale Factor Converg.
 QL0566;SPC MI N     -    97,028.836 7,938,729.743   MT  0.99996318   -0 34 05.5
 QL0566;SPC MI N     -   318,336.08 26,045,701.26   iFT  0.99996318   -0 34 05.5
 QL0566;SPC WI C     -   204,628.506   772,546.621   MT  1.00003288   +1 33 43.4
 QL0566;SPC WI C     -   671,352.02  2,534,596.71   sFT  1.00003288   +1 33 43.4
 QL0566;UTM  16      - 5,055,860.653   438,751.033   MT  0.99964612   -0 33 43.9
 QL0566
 QL0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0566!SPC MI N     -   0.99995958  x   0.99996318  =   0.99992276
 QL0566!SPC WI C     -   0.99995958  x   1.00003288  =   0.99999246
 QL0566!UTM  16      -   0.99995958  x   0.99964612  =   0.99960572
 QL0566
 QL0566|---------------------------------------------------------------------|
 QL0566| PID    Reference Object                     Distance      Geod. Az  |
 QL0566|                                                           dddmmss.s |
 QL0566| CJ4930 FAITHHORN RM 2                       31.572 METERS 02735     |
 QL0566| CJ4929 FAITHHORN AZ MK                                    1323948.4 |
 QL0566| QL0567 FAITHHORN 1954 RM 1                  29.778 METERS 26939     |
 QL0566|---------------------------------------------------------------------|
 QL0566
 QL0566                          SUPERSEDED SURVEY CONTROL
 QL0566
 QL0566  NAD 83(1994)-  45 39 12.92388(N)    087 47 09.99418(W) AD(       ) 2
 QL0566  NAD 83(1986)-  45 39 12.92458(N)    087 47 09.99520(W) AD(       ) 2
 QL0566  NAD 27      -  45 39 13.05600(N)    087 47 09.56100(W) AD(       ) 2
 QL0566
 QL0566.Superseded values are not recommended for survey control.
 QL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0566.See file dsdata.txt to determine how the superseded data were derived.
 QL0566
 QL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3875155861(NAD 83)
 QL0566_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0566
 QL0566  HISTORY     - Date     Condition        Report By
 QL0566  HISTORY     - 1954     MONUMENTED       CGS
 QL0566
 QL0566                          STATION DESCRIPTION
 QL0566
 QL0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0566'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-SOUTHWEST OF POWERS,
 QL0566'10 MILES EAST OF PIMBINE AND
 QL0566'AT THE SITE OF THE FAITHHORN L.O.T. MICH. STATE FOREST SERVICE.  IT
 QL0566'IS 85 FEET NORTHEAST OF THE SOUTHEAST
 QL0566'LEG OF THE LOOKOUT TOWER AND 5 FEET NORTHWEST OF A
 QL0566'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 QL0566'DISK IS STAMPED FAITHHORN 1954.
 QL0566'
 QL0566'REFERENCE MARK NO 1 IS SET IN THE CENTER OF THE BASE OF THE FAITHHORN
 QL0566'LOOKOUT TOWER.  THE MARK
 QL0566'PROJECTS 4 INCHES AND THE DISK IS STAMPED FAITHHORN NO 1 1954.
 QL0566'
 QL0566'A TRAVERSE CONNECTION WAS MADE FROM STATION FAITHHORN TO R.M. NO. 1
 QL0566'AND THE DISTANCE IS SHOWN ABOVE.
 QL0566'
 QL0566'REFERENCE MARK NO 2 IS NORTH-NORTHEAST OF THE STATION.  THE MARK
 QL0566'PROJECTS 4 INCHES AND THE DISK
 QL0566'IS STAMPED FAITHHORN NO 2 1954.
 QL0566'
 QL0566'AZIMUTH MARK IS 22 FEET NORTH OF THE APPROXIMATE CENTER OF A GRAVEL
 QL0566'ROAD, 1 FOOT SOUTH OF A FENCE
 QL0566'AND 1 FOOT NORTHWEST OF A WINTESS POST.  THE MARK PROJECTS 4 INCHES
 QL0566'AND THE DISK IS STAMPED FAITHHORN
 QL0566'1954.
 QL0566'
 QL0566'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAYS 338 AND 577 AT THE
 QL0566'SOUTH EDGE OF FAITHHORN, GO SOUTH
 QL0566'CROSSING A RAILROAD TRACK ON COUNTY HIGHWAY 577 FOR 2.3 MILES TO A
 QL0566'CROSSROADS, TURN RIGHT (WEST) FOR
 QL0566'2.15 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 QL0566'FOR 0.2 MILE TO AN IRON GATE ON THE
 QL0566'RIGHT, TURN RIGHT (NORTH) THROUGHT THE GATE AND
 QL0566'FOLLOW A TRACK ROAD FOR 0.25 MILE TO THE STATION AS
 QL0566'DESCRIBED.
 QL0566'
 QL0566'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0567 ***********************************************************************
 QL0567  DESIGNATION -  FAITHHORN 1954 RM 1
 QL0567  PID         -  QL0567
 QL0567  STATE/COUNTY-  MI/MENOMINEE
 QL0567  USGS QUAD   -  FAITHORN (1982)
 QL0567
 QL0567                         *CURRENT SURVEY CONTROL
 QL0567  ___________________________________________________________________
 QL0567* NAD 83(1994)-  45 39 12.91902(N)    087 47 11.36914(W)     ADJUSTED  
 QL0567* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 QL0567  ___________________________________________________________________
 QL0567  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 QL0567  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QL0567
 QL0567  HORZ ORDER  -  SECOND
 QL0567
 QL0567.The horizontal coordinates were established by classical geodetic methods
 QL0567.and adjusted by the National Geodetic Survey in February 1997..
 QL0567
 QL0567.The orthometric height was scaled from a topographic map.
 QL0567
 QL0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0567
 QL0567.The geoid height was determined by GEOID03.
 QL0567
 QL0567;                    North         East     Units Scale Factor Converg.
 QL0567;SPC MI N     -    97,028.949 7,938,699.966   MT  0.99996318   -0 34 06.5
 QL0567;SPC MI N     -   318,336.45 26,045,603.56   iFT  0.99996318   -0 34 06.5
 QL0567;SPC WI C     -   204,627.512   772,516.859   MT  1.00003288   +1 33 42.5
 QL0567;SPC WI C     -   671,348.76  2,534,499.06   sFT  1.00003288   +1 33 42.5
 QL0567;UTM  16      - 5,055,860.763   438,721.265   MT  0.99964617   -0 33 44.9
 QL0567
 QL0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0567!SPC MI N     -   0.99995958  x   0.99996318  =   0.99992276
 QL0567!SPC WI C     -   0.99995958  x   1.00003288  =   0.99999246
 QL0567!UTM  16      -   0.99995958  x   0.99964617  =   0.99960577
 QL0567
 QL0567                          SUPERSEDED SURVEY CONTROL
 QL0567
 QL0567  NAD 83(1994)-  45 39 12.91799(N)    087 47 11.36950(W) AD(       ) 2
 QL0567  NAD 83(1986)-  45 39 12.91868(N)    087 47 11.37051(W) AD(       ) 2
 QL0567  NAD 27      -  45 39 13.05000(N)    087 47 10.93600(W) AD(       ) 2
 QL0567
 QL0567.Superseded values are not recommended for survey control.
 QL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0567.See file dsdata.txt to determine how the superseded data were derived.
 QL0567
 QL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR3872155861(NAD 83)
 QL0567_MARKER: Z = SEE DESCRIPTION
 QL0567_SETTING: 0 = UNSPECIFIED SETTING
 QL0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0567
 QL0567  HISTORY     - Date     Condition        Report By
 QL0567  HISTORY     - 1954     MONUMENTED       CGS
 QL0567
 QL0567                          STATION DESCRIPTION
 QL0567
 QL0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0567'THE STATION IS LOCATED ABOUT 13-1/2 MILES WEST-SOUTHWEST OF POWERS,
 QL0567'10 MILES EAST OF PIMBINE AND
 QL0567'AT THE SITE OF THE FAITHHORN MICHIGAN STATE FOREST SERVICE LOOKOUT
 QL0567'TOWER.  IT IS A 4 LEGGED STEEL
 QL0567'STRUCTURE, 110 FEET HIGH WITH AN OBSERVATION BUILDING
 QL0567'A-TOP.  REFERENCE MARK NO 1 IS SET IN THE CENTER
 QL0567'OF THE BASE OF THE LOOKOUT TOWER.  THE
 QL0567'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FAITHHORN NO 1 1954.
 QL0567'NOTE 11A
 QL0567'
 QL0567'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FAITHHORN
 QL0567'1954 AND THE DISTANCE IS
 QL0567'97.69 FEET OR 29.778 METERS.
 QL0567'
 QL0567'TO REACH FROM THE JUNCTION OF COUNTY HIGHWAYS 338 AND 577 AT THE
 QL0567'SOUTH EDGE OF FAITHHORN, GO
 QL0567'SOUTH ON COUNTY HIGHWAY 577 FOR 2.3 MILES TO A CROSSROADS, TURN RIGHT
 QL0567'(WEST) FOR 2.15 MILES TO THE
 QL0567'AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST FOR 0.2 MILE TO
 QL0567'AN IRON GATE ON THE RIGHT, TURN RIGHT (NORTH)
 QL0567'THROUGH THE GATE AND FOLLOW A TRACK ROAD
 QL0567'FOR 0.25 MILE TO THE STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0868 ***********************************************************************
 QK0868  DESIGNATION -  FALLPORT
 QK0868  PID         -  QK0868
 QK0868  STATE/COUNTY-  MI/CHARLEVOIX
 QK0868  USGS QUAD   -  BOYNE FALLS (1986)
 QK0868
 QK0868                         *CURRENT SURVEY CONTROL
 QK0868  ___________________________________________________________________
 QK0868* NAD 83(1994)-  45 09 47.81307(N)    084 55 26.21815(W)     ADJUSTED  
 QK0868* NAVD 88     -       217.8    (meters)     715.     (feet)  GPS OBS   
 QK0868  ___________________________________________________________________
 QK0868  X           -     398,581.681 (meters)                     COMP
 QK0868  Y           -  -4,487,202.894 (meters)                     COMP
 QK0868  Z           -   4,500,290.954 (meters)                     COMP
 QK0868  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 QK0868  ELLIP HEIGHT-         182.87  (meters)          (07/12/02) GPS OBS
 QK0868  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 QK0868
 QK0868  HORZ ORDER  -  FIRST
 QK0868  ELLP ORDER  -  FOURTH    CLASS I
 QK0868
 QK0868.This mark is at Boyne Mountain Airport (BFA)
 QK0868
 QK0868.The horizontal coordinates were established by GPS observations
 QK0868.and adjusted by the National Geodetic Survey in February 1997..
 QK0868
 QK0868.The orthometric height was determined by GPS observations and a
 QK0868.high-resolution geoid model.
 QK0868
 QK0868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0868
 QK0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0868
 QK0868.The ellipsoidal height was determined by GPS observations
 QK0868.and is referenced to NAD 83.
 QK0868
 QK0868.The geoid height was determined by GEOID03.
 QK0868
 QK0868;                    North         East     Units Scale Factor Converg.
 QK0868;SPC MI C     -   205,346.853 5,956,188.840   MT  0.99992006   -0 23 37.2
 QK0868;SPC MI C     -   673,710.15 19,541,301.97   iFT  0.99992006   -0 23 37.2
 QK0868;UTM  16      - 5,003,185.732   663,158.986   MT  0.99992733   +1 28 21.0
 QK0868
 QK0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0868!SPC MI C     -   0.99997133  x   0.99992006  =   0.99989139
 QK0868!UTM  16      -   0.99997133  x   0.99992733  =   0.99989866
 QK0868
 QK0868|---------------------------------------------------------------------|
 QK0868| PID    Reference Object                     Distance      Geod. Az  |
 QK0868|                                                           dddmmss.s |
 QK0868| QK0869 FALLPORT AZ MK                      398.800 METERS 34923     |
 QK0868|---------------------------------------------------------------------|
 QK0868
 QK0868                          SUPERSEDED SURVEY CONTROL
 QK0868
 QK0868  ELLIP H (02/20/96)  183.27   (m)                       GP(       ) 1 1
 QK0868  NAD 83(1986)-  45 09 47.80760(N)    084 55 26.22479(W) AD(       ) 1
 QK0868  NAD 83(1986)-  45 09 47.80877(N)    084 55 26.21628(W) AD(       ) 3
 QK0868  NGVD 29 (12/10/93)  217.8    (m)          715.     (f) GPS OBS        
 QK0868
 QK0868.Superseded values are not recommended for survey control.
 QK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0868.See file dsdata.txt to determine how the superseded data were derived.
 QK0868
 QK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6315903186(NAD 83)
 QK0868_MARKER: I = METAL ROD
 QK0868_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0868_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0868_STAMPING: FALLPORT 1989
 QK0868_MARK LOGO: NGS   
 QK0868_PROJECTION: FLUSH
 QK0868_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0868+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1994
 QK0868_ROD/PIPE-DEPTH: 28.0 meters
 QK0868_SLEEVE-DEPTH  : 1.0 meters
 QK0868
 QK0868  HISTORY     - Date     Condition        Report By
 QK0868  HISTORY     - 1989     MONUMENTED       NGS
 QK0868  HISTORY     - 19910715 GOOD             NGS
 QK0868  HISTORY     - 19930622 GOOD             NOS
 QK0868  HISTORY     - 19941026 GOOD             MIDT
 QK0868
 QK0868                          STATION DESCRIPTION
 QK0868
 QK0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0868'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTHWEST OF BOYNE
 QK0868'FALLS, AT THE BOYNE FALLS BOYNE MOUNTAIN AIRPORT, IN THE NORTHWEST
 QK0868'ANGLE OF THE JUNCTION OF THE RUNWAY AND THE NORTHERN ONE OF TWO
 QK0868'CONNECTING TAXIWAYS.  OWNERSHIP---BOYNE MOUNTAIN LODGE INC., C/O
 QK0868'AIRPORT MANAGER ROBERT NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS MI
 QK0868'49713.  PHONE IS (616) 549-2441 EXT. 109.
 QK0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 QK0868'HIGHWAY 75 IN BOYNE FALLS, GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON
 QK0868'HIGHWAY 131 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 QK0868'NORTHERLY FOR 0.7 KM (0.45 MI) ON BOYNE MOUNTAIN ROAD TO A PAVED DRIVE
 QK0868'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 QK0868'NORTHERNMOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0868'AIRPORT OFFICE, ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE
 QK0868'STATION ON THE LEFT JUST BEFORE THE RUNWAY.
 QK0868'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0868'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 QK0868'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0868'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0868'LOCATED 40.8 M (133.9 FT) NORTH FROM THE CURVING NORTH EDGE OF THE
 QK0868'NORTHERNMOST ONE OF TWO CONNECTING TAXIWAYS, 28.1 M (92.2 FT) WEST
 QK0868'FROM THE WEST EDGE OF THE RUNWAY, 16.4 M (53.8 FT) EAST FROM THE EAST
 QK0868'EDGE OF THE APRON AND 0.8 M (2.6 FT) SOUTH FROM A CARSONITE WITNESS
 QK0868'POST.
 QK0868'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0868'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0868
 QK0868                          STATION RECOVERY (1991)
 QK0868
 QK0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0868'THE STATION IS LOCATED ABOUT 1.9 KM (1.2 MI) SOUTHWEST OF BOYNE FALLS,
 QK0868'AT THE BOYNE FALLS/BOYNE MOUNTAIN AIRPORT, IN THE NORTHWEST ANGLE OF
 QK0868'THE JUNCTION OF THE RUNWAY AND THE NORTHERN ONE OF TWO CONNECTING
 QK0868'TAXIWAYS.  OWNERSHIP---BOYNE MOUNTAIN LODGE INC., C/O AIRPORT MANAGER
 QK0868'ROBERT NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS, MI. 49713. PHONE
 QK0868'(616) 549-2441 EXT. 109.
 QK0868'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 QK0868'HIGHWAY 75 IN BOYNE FALLS, GO SOUTHWEST FOR 1.2 KM (0.7 MI) ON
 QK0868'HIGHWAY 131 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 QK0868'NORTHERLY FOR 0.7 KM (0.4 MI) ON BOYNE MOUNTAIN ROAD TO A PAVED DRIVE
 QK0868'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.1 MI) ON THE
 QK0868'NORTHERNMOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0868'AIRPORT OFFICE, ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE
 QK0868'STATION ON THE LEFT JUST BEFORE THE RUNWAY.
 QK0868'LOCATED 40.8 M (133.9 FT) NORTH FROM THE CURVING NORTH EDGE OF THE
 QK0868'NORTHERNMOST ONE OF TWO CONNECTING TAXIWAYS, 28.1 M (92.2 FT) WEST
 QK0868'FROM THE WEST EDGE OF THE RUNWAY, 16.4 M (53.8 FT) EAST FROM THE EAST
 QK0868'EDGE OF THE APRON AND 0.8 M (2.6 FT) SOUTH FROM A CARSONITE WITNESS
 QK0868'POST.
 QK0868
 QK0868                          STATION RECOVERY (1993)
 QK0868
 QK0868'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0868'RECOVERED IN GOOD CONDITION.
 QK0868
 QK0868                          STATION RECOVERY (1994)
 QK0868
 QK0868'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 QK0868'STATION IS LOCATED IN QUAD 450843 ON THE BOYNE FALLS QUADRANGLE MAP.
 QK0868'IT IS IN THE SOUTHEAST 1/4 OF OF SECTION 16, T-32-N, R-5-W, BOYNE
 QK0868'VALLEY TOWNSHIP.  ABOUT 1.2 MI (1.9 KM) SOUTHWEST OF BOYNE FALLS AND
 QK0868'ON THE BOYNE FALLS, BOYNE MOUNTAIN AIRPORT.  AIRPORT MANAGER - ROBERT
 QK0868'NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS, MI 49713. (80003.1 KM)
 QK0868'PHONE (616)549-2441 EXT. 109. TO REACH FROM THE JUNCTION OF U.S.
 QK0868'HIGHWAY 131 AND STATE HIGHWAY M-75 IN BOYNE FALLS, GO SOUTHWEST FOR
 QK0868'0.7 MI (1.1 KM) ON U.S. HIGHWAY 131 TO A PAVED ROAD RIGHT, BOYNE
 QK0868'MOUNTAIN ROAD. TURN RIGHT AND GO WEST THEN NORTHERLY FOR 0.4 MI (0.6
 QK0868'KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHEAST ALONG THE
 QK0868'NORTHERN MOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0868'AIRPORT OFFICE, ACROSS AN APRON AND ONTO A CONNECTING TAXIWAY TO THE
 QK0868'STATION ON THE LEFT JUST BEFORE THE RUNWAY. STATION IS 133.9 FT (40.8
 QK0868'M) NORTH FROM THE CURVING NORTH EDGE OF THE NORTHERN MOST ONE OF TWO
 QK0868'CONNECTING TAXIWAYS, 92.2 FT (28.1 M) WEST FROM THE WEST EDGE OF THE
 QK0868'RUNWAY, 53.8 FT (16.4 M) EAST FROM THE EAST EDGE OF THE APRON, 13.3 FT
 QK0868'(4.1 M) SOUTHWESTERLY FROM THE FIRST RUNWAY MARKER LIGHT NORTH OF THE
 QK0868'NORTH TAXIWAY, AND 1.5 FT (0.5 M) EAST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0869 ***********************************************************************
 QK0869  DESIGNATION -  FALLPORT AZ MK
 QK0869  PID         -  QK0869
 QK0869  STATE/COUNTY-  MI/CHARLEVOIX
 QK0869  USGS QUAD   -  BOYNE FALLS (1986)
 QK0869
 QK0869                         *CURRENT SURVEY CONTROL
 QK0869  ___________________________________________________________________
 QK0869* NAD 83(1994)-  45 10 00.51050(N)    084 55 29.58081(W)     ADJUSTED  
 QK0869* NAVD 88     -       216.     (meters)     709.     (feet)  GPS OBS   
 QK0869  ___________________________________________________________________
 QK0869  X           -     398,483.842 (meters)                     COMP
 QK0869  Y           -  -4,486,931.430 (meters)                     COMP
 QK0869  Z           -   4,500,566.249 (meters)                     COMP
 QK0869  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 QK0869  ELLIP HEIGHT-         181.34  (meters)          (07/17/02) GPS OBS
 QK0869  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 QK0869
 QK0869  HORZ ORDER  -  FIRST
 QK0869  ELLP ORDER  -  FOURTH    CLASS I
 QK0869
 QK0869.This mark is at Boyne Mountain Airport (BFA)
 QK0869
 QK0869.The horizontal coordinates were established by GPS observations
 QK0869.and adjusted by the National Geodetic Survey in February 1997..
 QK0869.No horizontal observational check was made to the station.
 QK0869
 QK0869.The orthometric height was determined by GPS observations and a
 QK0869.high-resolution geoid model.
 QK0869.No vertical observational check was made to the station.
 QK0869
 QK0869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0869
 QK0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0869
 QK0869.The ellipsoidal height was determined by GPS observations
 QK0869.and is referenced to NAD 83.
 QK0869
 QK0869.The geoid height was determined by GEOID03.
 QK0869
 QK0869;                    North         East     Units Scale Factor Converg.
 QK0869;SPC MI C     -   205,739.297 5,956,118.106   MT  0.99992029   -0 23 39.6
 QK0869;SPC MI C     -   674,997.69 19,541,069.90   iFT  0.99992029   -0 23 39.6
 QK0869;UTM  16      - 5,003,575.668   663,075.509   MT  0.99992700   +1 28 18.9
 QK0869
 QK0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0869!SPC MI C     -   0.99997157  x   0.99992029  =   0.99989186
 QK0869!UTM  16      -   0.99997157  x   0.99992700  =   0.99989857
 QK0869
 QK0869|---------------------------------------------------------------------|
 QK0869| PID    Reference Object                     Distance      Geod. Az  |
 QK0869|                                                           dddmmss.s |
 QK0869| QK0868 FALLPORT                            398.800 METERS 16923     |
 QK0869|---------------------------------------------------------------------|
 QK0869
 QK0869                          SUPERSEDED SURVEY CONTROL
 QK0869
 QK0869  NAD 83(1986)-  45 10 00.50506(N)    084 55 29.58746(W) AD(       ) 1
 QK0869  NAD 83(1986)-  45 10 00.50430(N)    084 55 29.57884(W) AD(       ) 3
 QK0869  NGVD 29 (03/27/91)  216.4    (m)          710.     (f) GPS OBS        
 QK0869
 QK0869.Superseded values are not recommended for survey control.
 QK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0869.See file dsdata.txt to determine how the superseded data were derived.
 QK0869
 QK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6307603576(NAD 83)
 QK0869_MARKER: I = METAL ROD
 QK0869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0869_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0869_STAMPING: FALLPORT AZ MK 1989
 QK0869_MARK LOGO: NGS   
 QK0869_PROJECTION: FLUSH
 QK0869_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0869+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QK0869_ROD/PIPE-DEPTH: 28.0 meters
 QK0869_SLEEVE-DEPTH  : 1.0 meters
 QK0869
 QK0869  HISTORY     - Date     Condition        Report By
 QK0869  HISTORY     - 1989     MONUMENTED       NGS
 QK0869
 QK0869                          STATION DESCRIPTION
 QK0869
 QK0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0869'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTHWEST OF BOYNE
 QK0869'FALLS, AT THE BOYNE FALLS BOYNE MOUNTAIN AIRPORT, ALONG THE WEST EDGE,
 QK0869'NEAR THE CENTER OF THE RUNWAY.  OWNERSHIP---BOYNE MOUNTAIN LODGE INC.,
 QK0869'C/O AIRPORT MANAGER ROBERT NICHOLS, BOYNE MOUNTAIN LODGE, BOYNE FALLS
 QK0869'MI 49713.  PHONE IS (616) 549-2441 EXT. 109.
 QK0869'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 QK0869'HIGHWAY 75 IN BOYNE FALLS, GO SOUTHWEST FOR 1.2 KM (0.75 MI) ON
 QK0869'HIGHWAY 131 TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST THEN
 QK0869'NORTHERLY FOR 0.7 KM (0.45 MI) ON BOYNE MOUNTAIN ROAD TO A PAVED DRIVE
 QK0869'RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM (0.05 MI) ON THE
 QK0869'NORTHERN MOST AIRPORT ENTRANCE DRIVE, PASSING TO THE NORTH OF THE
 QK0869'AIRPORT OFFICE, ACROSS AN APRON AND ON A CONNECTING TAXIWAY TO THE
 QK0869'RUNWAY.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO
 QK0869'THE STATION ON THE LEFT BETWEEN THE 6TH AND 7TH RUNWAY LIGHTS NORTH
 QK0869'FROM THE JUNCTION OF THE RUNWAY AND THE NORTHERN MOST ONE OF TWO
 QK0869'CONNECTING TAXIWAYS.
 QK0869'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0869'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 QK0869'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0869'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0869'LOCATED 31.6 M (103.7 FT) NORTH-NORTHWEST FROM THE 6TH RUNWAY LIGHT
 QK0869'NORTH FROM THE JUNCTION OF THE RUNWAY AND THE NORTHERN MOST ONE OF TWO
 QK0869'CONNECTING TAXIWAYS, 29.2 M (95.8 FT) SOUTH-SOUTHWEST FROM THE 7TH
 QK0869'RUNWAY LIGHT NORTH FROM THE JUNCTION OF THE RUNWAY AND THE NORTHERN
 QK0869'MOST ONE OF TWO CONNECTING TAXIWAYS, 27.5 M (90.2 FT) WEST FROM THE
 QK0869'WEST EDGE OF THE RUNWAY AND 0.9 M (3.0 FT) EAST FROM A CARSONITE
 QK0869'WITNESS POST.
 QK0869'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0869'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0213 ***********************************************************************
 OJ0213  DESIGNATION -  FALLS USLS
 OJ0213  PID         -  OJ0213
 OJ0213  STATE/COUNTY-  MI/HURON
 OJ0213  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0213
 OJ0213                         *CURRENT SURVEY CONTROL
 OJ0213  ___________________________________________________________________
 OJ0213* NAD 83(1986)-  43 49 05.     (N)    082 38 09.     (W)     SCALED    
 OJ0213* NAVD 88     -       184.439  (meters)     605.11   (feet)  ADJUSTED  
 OJ0213  ___________________________________________________________________
 OJ0213  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0213  DYNAMIC HT  -         184.408 (meters)     605.01  (feet)  COMP
 OJ0213  MODELED GRAV-     980,444.8   (mgal)                       NAVD 88
 OJ0213
 OJ0213  VERT ORDER  -  FIRST     CLASS 0
 OJ0213
 OJ0213.The horizontal coordinates were scaled from a topographic map and have
 OJ0213.an estimated accuracy of +/- 6 seconds.
 OJ0213
 OJ0213.The orthometric height was determined by differential leveling
 OJ0213.and adjusted by the National Geodetic Survey in June 1991..
 OJ0213
 OJ0213.The geoid height was determined by GEOID03.
 OJ0213
 OJ0213.The dynamic height is computed by dividing the NAVD 88
 OJ0213.geopotential number by the normal gravity value computed on the
 OJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0213.degrees latitude (g = 980.6199 gals.).
 OJ0213
 OJ0213.The modeled gravity was interpolated from observed gravity values.
 OJ0213
 OJ0213;                    North         East    Units  Estimated Accuracy
 OJ0213;SPC MI S     -   258,930.    4,139,240.      MT  (+/- 180 meters Scaled)
 OJ0213
 OJ0213                          SUPERSEDED SURVEY CONTROL
 OJ0213
 OJ0213  NGVD 29 (??/??/??)  184.548  (m)          605.47   (f) ADJUSTED    1 0
 OJ0213
 OJ0213.Superseded values are not recommended for survey control.
 OJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0213.See file dsdata.txt to determine how the superseded data were derived.
 OJ0213
 OJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ684529(NAD 83)
 OJ0213_MARKER: Z = SEE DESCRIPTION
 OJ0213_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0213_SP_SET: BRIDGE
 OJ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0213
 OJ0213  HISTORY     - Date     Condition        Report By
 OJ0213  HISTORY     - 1970     MONUMENTED       USLS
 OJ0213  HISTORY     - 1970     GOOD             USLS
 OJ0213  HISTORY     - 1980     GOOD             NGS
 OJ0213  HISTORY     - 19991211 POOR             USPSQD
 OJ0213
 OJ0213                          STATION DESCRIPTION
 OJ0213
 OJ0213'DESCRIBED BY US LAKE SURVEY 1970
 OJ0213'2 MI S FROM HARBOR BEACH.
 OJ0213'FALLS IS IN HURON COUNTY, MICHIGAN, ABOUT 2.0 MILES SOUTH ON
 OJ0213'U.S. 25 OF THE INTERSECTION OF STATE STREET AND LAKESHORE ROAD
 OJ0213'(U.S. 25) IN HARBOR BEACH, AT THE NORTHWEST END OF BRIDGE OVER
 OJ0213'ROCK FALLS CREEK, 0.9 FEET EAST OF THE EAST FACE OF THE NORTHERN
 OJ0213'CEMENT RAIL COLUMN OF THE WEST BRIDGE RAIL, 0.9 FEET WEST OF
 OJ0213'THE EAST EDGE AND 2.2 FEET SOUTH OF THE NORTH EDGE OF THE
 OJ0213'WEST BRIDGE RAIL CURB, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 OJ0213'HEXAGONAL BRASS ROD SET INTO THE CONCRETE.  BM FALLS 1970
 OJ0213
 OJ0213                          STATION RECOVERY (1980)
 OJ0213
 OJ0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0213'3.3 KILOMETERS (2.05 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0213'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET IN THE NORTHWEST
 OJ0213'END OF A BRIDGE OVER ROCK FALLS CREEK, 5.2 METERS (17.0 FEET) WEST
 OJ0213'OF THE CENTER LINE OF THE HIGHWAY, 0.6 METER (2.2 FEET) SOUTH OF THE
 OJ0213'NORTH END OF THE WEST RAIL CURB, 0.3 METER (0.9 FOOT) EAST OF THE
 OJ0213'EAST FACE OF THE NOST NORTHERLY CONCRETE COLUMN.
 OJ0213'THE MARK IS 0.15 M ABOVE HIGHWAY.
 OJ0213
 OJ0213                          STATION RECOVERY (1999)
 OJ0213
 OJ0213'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0213'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0217 ***********************************************************************
 QJ0217  DESIGNATION -  FALSE
 QJ0217  PID         -  QJ0217
 QJ0217  STATE/COUNTY-  MI/CHIPPEWA
 QJ0217  USGS QUAD   -  
 QJ0217
 QJ0217                         *CURRENT SURVEY CONTROL
 QJ0217  ___________________________________________________________________
 QJ0217* NAD 83(1994)-  45 56 55.50727(N)    083 29 56.72537(W)     ADJUSTED  
 QJ0217* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 QJ0217  ___________________________________________________________________
 QJ0217  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 QJ0217  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 QJ0217
 QJ0217  HORZ ORDER  -  THIRD
 QJ0217
 QJ0217.The horizontal coordinates were established by classical geodetic methods
 QJ0217.and adjusted by the National Geodetic Survey in February 1997..
 QJ0217
 QJ0217.The orthometric height was scaled from a topographic map.
 QJ0217
 QJ0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0217
 QJ0217.The geoid height was determined by GEOID03.
 QJ0217
 QJ0217;                    North         East     Units Scale Factor Converg.
 QJ0217;SPC MI N     -   135,522.077 8,271,332.329   MT  0.99991999   +2 31 49.5
 QJ0217;SPC MI N     -   444,626.24 27,136,917.09   iFT  0.99991999   +2 31 49.5
 QJ0217;SPC MI C     -   292,853.465 6,067,270.569   MT  1.00006707   +0 36 46.3
 QJ0217;SPC MI C     -   960,805.33 19,905,743.34   iFT  1.00006707   +0 36 46.3
 QJ0217;UTM  17      - 5,091,390.374   306,313.029   MT  1.00006121   -1 47 48.1
 QJ0217
 QJ0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0217!SPC MI N     -   0.99997826  x   0.99991999  =   0.99989825
 QJ0217!SPC MI C     -   0.99997826  x   1.00006707  =   1.00004532
 QJ0217!UTM  17      -   0.99997826  x   1.00006121  =   1.00003946
 QJ0217
 QJ0217|---------------------------------------------------------------------|
 QJ0217| PID    Reference Object                     Distance      Geod. Az  |
 QJ0217|                                                           dddmmss.s |
 QJ0217| CH1125 FALSE RM 2                            5.486 METERS 09542     |
 QJ0217| CH1126 FALSE RM 3                            4.989 METERS 13805     |
 QJ0217| QJ0215 REF MON 1 IBC ECC 1944              APPROX. 4.8 KM 1703857.3 |
 QJ0217| CH1124 FALSE RM 1                            4.236 METERS 31242     |
 QJ0217|---------------------------------------------------------------------|
 QJ0217
 QJ0217                          SUPERSEDED SURVEY CONTROL
 QJ0217
 QJ0217  NAD 83(1986)-  45 56 55.49273(N)    083 29 56.72956(W) AD(       ) 3
 QJ0217  NAD 27      -  45 56 55.41800(N)    083 29 56.74300(W) AD(       ) 3
 QJ0217
 QJ0217.Superseded values are not recommended for survey control.
 QJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0217.See file dsdata.txt to determine how the superseded data were derived.
 QJ0217
 QJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0631391390(NAD 83)
 QJ0217_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0217_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QJ0217
 QJ0217  HISTORY     - Date     Condition        Report By
 QJ0217  HISTORY     - 1944     MONUMENTED       IBC
 QJ0217
 QJ0217                          STATION DESCRIPTION
 QJ0217
 QJ0217'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0217'AT ABOUT THE CENTER OF FALSE DETOUR PASSAGE, ON A ROUNDING POINT
 QJ0217'AT S EXTREMITY OF THE BAY BELOW MARBLE HEAD ON DRUMMOND ISLAND.  THE
 QJ0217'STATION IS ABOUT 12 FEET INSIDE THE CEDAR THICKET.
 QJ0217'
 QJ0217'STATION MARK--THE SURFACE MARK IS A STANDARD BRONZE I B C DISK IN
 QJ0217'THE USUAL CONCRETE CYLINDER, SET WITH TOP 8 INCHES ABOVE THE GROUND
 QJ0217'IN A LARGE CAIRN.  THE SUBSURFACE MARK IS A DRILL HOLE IN SOLID ROCK
 QJ0217'LEDGE 14 INCHES BELOW THE SURFACE.
 QJ0217'
 QJ0217'REFERENCE MARKS ARE DRILL HOLES IN ROCK.  REFERENCE MARK 1 IS IN A
 QJ0217'ROUNDED GRAY ROCK INSHORE FROM THE STATION.
 QJ0217'
 QJ0217'REFERENCE MARK 2 IS IN A LARGE ROCK IN THE UPSTREAM GROUP OF ROCKS
 QJ0217'AT EDGE OF CEDARS.
 QJ0217'
 QJ0217'REFERENCE MARK 3 IS IN THE UPPER ROCK OF THE GROUP DOWNSTREAM AT
 QJ0217'EDGE OF CEDARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0216 ***********************************************************************
 QJ0216  DESIGNATION -  FALSE IBC ECC 1944
 QJ0216  PID         -  QJ0216
 QJ0216  STATE/COUNTY-  MI/CHIPPEWA
 QJ0216  USGS QUAD   -  
 QJ0216
 QJ0216                         *CURRENT SURVEY CONTROL
 QJ0216  ___________________________________________________________________
 QJ0216* NAD 83(1994)-  45 56 55.44941(N)    083 29 56.22945(W)     ADJUSTED  
 QJ0216* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 QJ0216  ___________________________________________________________________
 QJ0216  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 QJ0216  GEOID HEIGHT-         -37.27  (meters)                     GEOID03
 QJ0216
 QJ0216  HORZ ORDER  -  THIRD
 QJ0216
 QJ0216.The horizontal coordinates were established by classical geodetic methods
 QJ0216.and adjusted by the National Geodetic Survey in February 1997..
 QJ0216
 QJ0216.The orthometric height was scaled from a topographic map.
 QJ0216
 QJ0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0216
 QJ0216.The geoid height was determined by GEOID03.
 QJ0216
 QJ0216;                    North         East     Units Scale Factor Converg.
 QJ0216;SPC MI N     -   135,520.764 8,271,343.077   MT  0.99992000   +2 31 49.9
 QJ0216;SPC MI N     -   444,621.93 27,136,952.35   iFT  0.99992000   +2 31 49.9
 QJ0216;SPC MI C     -   292,851.793 6,067,281.269   MT  1.00006707   +0 36 46.7
 QJ0216;SPC MI C     -   960,799.85 19,905,778.44   iFT  1.00006707   +0 36 46.7
 QJ0216;UTM  17      - 5,091,388.254   306,323.649   MT  1.00006116   -1 47 47.8
 QJ0216
 QJ0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0216!SPC MI N     -   0.99997826  x   0.99992000  =   0.99989826
 QJ0216!SPC MI C     -   0.99997826  x   1.00006707  =   1.00004532
 QJ0216!UTM  17      -   0.99997826  x   1.00006116  =   1.00003941
 QJ0216
 QJ0216:                Primary Azimuth Mark                     Grid Az
 QJ0216:SPC MI N     -  HEAD                                     024 06 04.1
 QJ0216:SPC MI C     -  HEAD                                     026 01 07.3
 QJ0216:UTM  17      -  HEAD                                     028 25 41.8
 QJ0216
 QJ0216|---------------------------------------------------------------------|
 QJ0216| PID    Reference Object                     Distance      Geod. Az  |
 QJ0216|                                                           dddmmss.s |
 QJ0216| QJ0213 HEAD                                APPROX. 3.9 KM 0263754.0 |
 QJ0216| QJ0217 FALSE                                10.829 METERS 27930     |
 QJ0216|---------------------------------------------------------------------|
 QJ0216
 QJ0216                          SUPERSEDED SURVEY CONTROL
 QJ0216
 QJ0216  NAD 83(1986)-  45 56 55.43488(N)    083 29 56.23366(W) AD(       ) 3
 QJ0216  NAD 27      -  45 56 55.36000(N)    083 29 56.24700(W) AD(       ) 3
 QJ0216
 QJ0216.Superseded values are not recommended for survey control.
 QJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0216.See file dsdata.txt to determine how the superseded data were derived.
 QJ0216
 QJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0632491388(NAD 83)
 QJ0216_MARKER: H = DRILL HOLE
 QJ0216_SETTING: 80 = SET IN A BOULDER
 QJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0216+STABILITY: SURFACE MOTION
 QJ0216
 QJ0216  HISTORY     - Date     Condition        Report By
 QJ0216  HISTORY     - 1944     MONUMENTED       IBC
 QJ0216
 QJ0216                          STATION DESCRIPTION
 QJ0216
 QJ0216'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0216'AT ABOUT THE CENTER OF FALSE DETOUR PASSAGE, ON A ROUNDING POINT
 QJ0216'AT S EXTREMITY OF THE BAY BELOW MARBLE HEAD ON DRUMMOND ISLAND.  THE
 QJ0216'ECCENTRIC IS A SHALLOW DRILL HOLE IN A LARGE SOLID ROCK ON THE BEACH,
 QJ0216'6 FEET FROM THE WATER AND 1 FOOT ABOVE IT.  THIS BOULDER IS MOTTLED
 QJ0216'RED AND GRAY AND PROJECTS SLIGHTLY ABOVE THE SMALL STONES SURROUNDING
 QJ0216'IT.  THERE ARE SEVERAL LARGE BOULDERS IN TWO GROUPS INSHORE FROM THE
 QJ0216'ECCENTRIC, ONE UPSTREAM AND ONE BELOW THE STATION, AND LOCATED
 QJ0216'BETWEEN THE DENSE CEDAR THICKET AND THE SMALL SPRUCE FRINGE NEAR
 QJ0216'THE ECCENTRIC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0799 ***********************************************************************
 NG0799  DESIGNATION -  FARM
 NG0799  PID         -  NG0799
 NG0799  STATE/COUNTY-  MI/ALLEGAN
 NG0799  USGS QUAD   -  HOLLAND WEST (1972)
 NG0799
 NG0799                         *CURRENT SURVEY CONTROL
 NG0799  ___________________________________________________________________
 NG0799* NAD 83(1994)-  42 45 33.12437(N)    086 11 46.08205(W)     ADJUSTED  
 NG0799* NAVD 88     -       185.5    (meters)     609.     (feet)  GPS OBS   
 NG0799  ___________________________________________________________________
 NG0799  X           -     311,158.116 (meters)                     COMP
 NG0799  Y           -  -4,679,934.963 (meters)                     COMP
 NG0799  Z           -   4,308,002.791 (meters)                     COMP
 NG0799  LAPLACE CORR-           2.85  (seconds)                    DEFLEC99
 NG0799  ELLIP HEIGHT-         152.21  (meters)          (07/17/02) GPS OBS
 NG0799  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NG0799
 NG0799  HORZ ORDER  -  SECOND
 NG0799  ELLP ORDER  -  FOURTH    CLASS I
 NG0799
 NG0799.The horizontal coordinates were established by GPS observations
 NG0799.and adjusted by the National Geodetic Survey in February 1997..
 NG0799
 NG0799.The orthometric height was determined by GPS observations and a
 NG0799.high-resolution geoid model.
 NG0799
 NG0799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0799
 NG0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0799
 NG0799.The ellipsoidal height was determined by GPS observations
 NG0799.and is referenced to NAD 83.
 NG0799
 NG0799.The geoid height was determined by GEOID03.
 NG0799
 NG0799;                    North         East     Units Scale Factor Converg.
 NG0799;SPC MI S     -   141,495.464 3,850,267.628   MT  0.99990928   -1 14 42.0
 NG0799;SPC MI S     -   464,223.96 12,632,111.64   iFT  0.99990928   -1 14 42.0
 NG0799;UTM  16      - 4,734,388.350   565,777.255   MT  0.99965323   +0 32 44.8
 NG0799
 NG0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0799!SPC MI S     -   0.99997613  x   0.99990928  =   0.99988541
 NG0799!UTM  16      -   0.99997613  x   0.99965323  =   0.99962937
 NG0799
 NG0799                          SUPERSEDED SURVEY CONTROL
 NG0799
 NG0799  ELLIP H (02/03/97)  152.29   (m)                       GP(       ) 4 1
 NG0799  NAD 83(1986)-  42 45 33.12447(N)    086 11 46.08663(W) AD(       ) 2
 NG0799
 NG0799.Superseded values are not recommended for survey control.
 NG0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0799.See file dsdata.txt to determine how the superseded data were derived.
 NG0799
 NG0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6577734388(NAD 83)
 NG0799_MARKER: DD = SURVEY DISK
 NG0799_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0799_SP_SET: METAL PIPE IN CONCRETE
 NG0799_STAMPING: FARM 1991
 NG0799_MARK LOGO: NOS   
 NG0799_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NG0799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0799+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NG0799
 NG0799  HISTORY     - Date     Condition        Report By
 NG0799  HISTORY     - 1991     MONUMENTED       NOS
 NG0799  HISTORY     - 20010808 MARK NOT FOUND   NGS
 NG0799
 NG0799                          STATION DESCRIPTION
 NG0799
 NG0799'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0799'STATION IS LOCATED ON THE EAST SIDE OF LAKE MICHIGAN AND 1.25 MI
 NG0799'(2.01 KM) SOUTH OF LAKE MACATAWA IN HOLLAND, MI.
 NG0799'(0.00 KM) TO REACH THE STATION FROM BUSINESS HWY 31 AND THE
 NG0799'INTERSECTION OF 146TH ST IN HOLLAND, TURN WEST ON 146TH ST AND GO 4.2
 NG0799'MI (6.76 KM) TO INTERSECTION OF 66TH ST, TURN RIGHT (NORTH) AND GO
 NG0799'0.35 MI (0.56 KM) TO STATION ON THE RIGHT AS DESCRIBED.
 NG0799'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED FARM 1991 ATTACHED
 NG0799'TO A 4 FOOT ALUMINUM ROD IMBEDDED IN A MASS OF CONCRETE SET FLUSH
 NG0799'WITH THE GROUND.  IT IS 15.40 M (50.52 FT) SOUTH OF THE CENTERLINE OF
 NG0799'A SHORT DIRT ROAD LEADING TO FIELDS, 11.82 M (38.78 FT) NORTH OF A
 NG0799'POWER POLE NO. 33, 9.47 M (31.07 FT) EAST OF THE CENTER OF 66TH ST,
 NG0799'2.90 M (9.51 FT) WEST OF EDGE OF A FIELD.
 NG0799'DESCRIBED BY RDJ.
 NG0799
 NG0799                          STATION RECOVERY (2001)
 NG0799
 NG0799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0799'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0096 ***********************************************************************
 RJ0096  DESIGNATION -  FARM USLS
 RJ0096  PID         -  RJ0096
 RJ0096  STATE/COUNTY-  MI/CHIPPEWA
 RJ0096  USGS QUAD   -  BARBEAU (1975)
 RJ0096
 RJ0096                         *CURRENT SURVEY CONTROL
 RJ0096  ___________________________________________________________________
 RJ0096* NAD 83(1986)-  46 19 44.     (N)    084 16 48.     (W)     SCALED    
 RJ0096* NAVD 88     -       191.493  (meters)     628.26   (feet)  ADJUSTED  
 RJ0096  ___________________________________________________________________
 RJ0096  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0096  DYNAMIC HT  -         191.503 (meters)     628.29  (feet)  COMP
 RJ0096  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RJ0096
 RJ0096  VERT ORDER  -  FIRST     CLASS 0
 RJ0096
 RJ0096.The horizontal coordinates were scaled from a topographic map and have
 RJ0096.an estimated accuracy of +/- 6 seconds.
 RJ0096
 RJ0096.The orthometric height was determined by differential leveling
 RJ0096.and adjusted by the National Geodetic Survey in June 1991..
 RJ0096.WARNING-Repeat measurements at this control monument indicate possible
 RJ0096.vertical movement.
 RJ0096
 RJ0096.The geoid height was determined by GEOID03.
 RJ0096
 RJ0096.The dynamic height is computed by dividing the NAVD 88
 RJ0096.geopotential number by the normal gravity value computed on the
 RJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0096.degrees latitude (g = 980.6199 gals.).
 RJ0096
 RJ0096.The modeled gravity was interpolated from observed gravity values.
 RJ0096
 RJ0096;                    North         East    Units  Estimated Accuracy
 RJ0096;SPC MI N     -   175,370.    8,209,390.      MT  (+/- 180 meters Scaled)
 RJ0096
 RJ0096                          SUPERSEDED SURVEY CONTROL
 RJ0096
 RJ0096.No superseded survey control is available for this station.
 RJ0096
 RJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS093341(NAD 83)
 RJ0096_MARKER: Z = SEE DESCRIPTION
 RJ0096_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0096+WITH SETTING: INTO GROUND
 RJ0096_MARK LOGO: USLS  
 RJ0096_PROJECTION: RECESSED 31 CENTIMETERS
 RJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0096+STABILITY: SURFACE MOTION
 RJ0096_ROD/PIPE-DEPTH: 3.0  meters
 RJ0096
 RJ0096  HISTORY     - Date     Condition        Report By
 RJ0096  HISTORY     - 1969     MONUMENTED       USLS
 RJ0096  HISTORY     - 1972     GOOD             USLS
 RJ0096  HISTORY     - 1983     GOOD             NGS
 RJ0096
 RJ0096                          STATION DESCRIPTION
 RJ0096
 RJ0096'DESCRIBED BY US LAKE SURVEY 1972
 RJ0096'2.8 MI N FROM BARBEAU.
 RJ0096'FARM IS IN CHIPPEWA COUNTY, MICHIGAN, 2.8 MILES NORTH OF POST
 RJ0096'OFFICE AT BARBEAU, ON EAST SIDE OF RIVERSIDE ROAD, 187 FEET
 RJ0096'NORTH OF THE CENTER OF EAST END OF 6-FOOT DIAMETER METAL CULVERT,
 RJ0096'174.7 FEET NORTH OF A FENCE CORNER, 49.7 FEET EAST OF A CUT-OFF
 RJ0096'UTILITY POLE, 0.9 FEET WEST OF NORTH-SOUTH FENCELINE, 1-FOOT
 RJ0096'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0096'1-1/2 INCH IRON ROD, 10 FEET LONG.
 RJ0096
 RJ0096                          STATION RECOVERY (1983)
 RJ0096
 RJ0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0096'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.5 KM
 RJ0096'(2.8 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU,
 RJ0096'14.3 METERS (47.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 57.0 METERS
 RJ0096'(187.0 FT) NORTH OF THE CENTER OF THE EAST END OF A 6 FEET DIAMETER
 RJ0096'METAL CULVERT, 53.3 METERS (174.7 FT) NORTH OF A CORNER FENCE POST,
 RJ0096'14.9 METERS (49.0 FT) EAST OF A CUT-OFF UTILITY POLE, AND 0.27 METERS
 RJ0096'(0.9 FT) WEST OF A NORTH-SOUTH FENCE LINE.
 RJ0096'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0828 ***********************************************************************
 QK0828  DESIGNATION -  FARMERS
 QK0828  PID         -  QK0828
 QK0828  STATE/COUNTY-  MI/CHARLEVOIX
 QK0828  USGS QUAD   -  
 QK0828
 QK0828                         *CURRENT SURVEY CONTROL
 QK0828  ___________________________________________________________________
 QK0828* NAD 83(1994)-  45 15 27.63084(N)    085 20 29.99877(W)     ADJUSTED  
 QK0828* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 QK0828  ___________________________________________________________________
 QK0828  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 QK0828  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 QK0828
 QK0828  HORZ ORDER  -  THIRD
 QK0828
 QK0828.The horizontal coordinates were established by classical geodetic methods
 QK0828.and adjusted by the National Geodetic Survey in February 1997..
 QK0828
 QK0828.The orthometric height was scaled from a topographic map.
 QK0828
 QK0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0828
 QK0828.The geoid height was determined by GEOID03.
 QK0828
 QK0828;                    North         East     Units Scale Factor Converg.
 QK0828;SPC MI C     -   216,146.027 5,923,477.088   MT  0.99992773   -0 41 19.5
 QK0828;SPC MI C     -   709,140.51 19,433,979.95   iFT  0.99992773   -0 41 19.5
 QK0828;UTM  16      - 5,012,913.131   630,114.766   MT  0.99980816   +1 10 41.0
 QK0828
 QK0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0828!SPC MI C     -   0.99996771  x   0.99992773  =   0.99989544
 QK0828!UTM  16      -   0.99996771  x   0.99980816  =   0.99977587
 QK0828
 QK0828:                Primary Azimuth Mark                     Grid Az
 QK0828:SPC MI C     -  CHARLEVOIX MUNICIPAL TANK                043 16 56.7
 QK0828:UTM  16      -  CHARLEVOIX MUNICIPAL TANK                041 24 56.2
 QK0828
 QK0828|---------------------------------------------------------------------|
 QK0828| PID    Reference Object                     Distance      Geod. Az  |
 QK0828|                                                           dddmmss.s |
 QK0828| QK0830 CHARLEVOIX MUNICIPAL TANK           APPROX. 9.2 KM 0423537.2 |
 QK0828| CH1127 FARMERS AZ MK                                      0661345.5 |
 QK0828| CH1128 FARMERS RM 1                          7.637 METERS 08233     |
 QK0828| CH1129 FARMERS RM 2                          6.020 METERS 26112     |
 QK0828|---------------------------------------------------------------------|
 QK0828
 QK0828                          SUPERSEDED SURVEY CONTROL
 QK0828
 QK0828  NAD 83(1986)-  45 15 27.62676(N)    085 20 29.99731(W) AD(       ) 3
 QK0828  NAD 27      -  45 15 27.60000(N)    085 20 29.74800(W) AD(       ) 3
 QK0828
 QK0828.Superseded values are not recommended for survey control.
 QK0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0828.See file dsdata.txt to determine how the superseded data were derived.
 QK0828
 QK0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3011512913(NAD 83)
 QK0828_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0828
 QK0828  HISTORY     - Date     Condition        Report By
 QK0828  HISTORY     - 1956     MONUMENTED       CGS
 QK0828  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0828  HISTORY     - 1974     SEE DESCRIPTION  USLS
 QK0828
 QK0828                          STATION DESCRIPTION
 QK0828
 QK0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0828'THE STATION IS ABOUT 5 MILES SOUTHWEST OF CHARLEVOIX, 5 MILES NORTH
 QK0828'OF ATWOOD, 1 MILE EAST OF THE
 QK0828'EAST SHORE OF LAKE MICHIGAN, 0.1 MILE EAST OF U.S. HIGHWAY 31, ON THE
 QK0828'NORTH SIDE OF A GRAVEL ROAD, ON
 QK0828'PROPERTY OWNED BY MR. ELMER M. LYON.  IT IS 35 FEET
 QK0828'NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 17
 QK0828'FEET NORTHWEST OF A TELEPHONE POLE, 50
 QK0828'FEET WEST OF AN 8 INCH ELM TREE, 3 FEET SOUTH OF A FENCE LINE AND
 QK0828'3 FEET SOUTHEAST OF A WHITE
 QK0828'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QK0828'FARMERS 1956.
 QK0828'
 QK0828'TO REACH THE STATION FROM THE DRAW BRIDGE IN CHARLEVOIX, GO
 QK0828'SOUTHWESTERLY ON U.S.  HIGHWAY
 QK0828'31 FOR 6.2 MILES TO A SIDE ROAD LEFT AND A SMALL WHITE SCHOOLHOUSE ON
 QK0828'THE LEFT.  TURN LEFT AND GO EAST ON A
 QK0828'GRAVEL ROAD, UP HILL FOR 0.1 MILE TO THE TOP OF THE HILL
 QK0828'AND THE STATION ON THE LEFT.
 QK0828'
 QK0828'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 QK0828'ROAD FOR 0.4 MILE TO A SIDE
 QK0828'ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.2 MILE TO THE MARK ON THE
 QK0828'LEFT.
 QK0828'
 QK0828'REFERENCE MARK 1 IS 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 26
 QK0828'FEET NORTHWEST OF AN 8 INCH ELM
 QK0828'TREE, 23 FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT NORTH OF
 QK0828'A FENCE LINE.  THE MARK IS FLUSH
 QK0828'AND THE DISK IS STAMPED FARMERS NO 1 1956.
 QK0828'
 QK0828'REFERENCE MARK 2 IS 32 FEET NORTH OF THE CENTERLINE OF THE ROAD, 31
 QK0828'FEET WEST OF A TELEPHONE POLE
 QK0828'AND 18 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 QK0828'INCHES AND THE DISK IS STAMPED
 QK0828'FARMERS NO 2 1956.
 QK0828'
 QK0828'THE AZIMUTH MARK IS 32 FEET WEST OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0828'12 FEET WEST OF A TELEPHONE
 QK0828'POLE, 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A WIRE
 QK0828'FENCE.  THE MARK PROJECTS 4
 QK0828'INCHES AND THE DISK IS STAMPED FARMERS 1956.
 QK0828'
 QK0828'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QK0828
 QK0828                          STATION RECOVERY (1967)
 QK0828
 QK0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0828'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QK0828
 QK0828                          STATION RECOVERY (1974)
 QK0828
 QK0828'RECOVERY NOTE BY US LAKE SURVEY 1974
 QK0828'DESCRIPTION OF STATION WAS ADEQUATE TO REACH SITE.  THE STATION AND
 QK0828'RM 1 AND RM 2 ARE
 QK0828'LOST AND PRESUMED DESTROYED.  THE ROAD BANK HAS BEEN
 QK0828'CUT BACK APPROX. 45 FEET FROM THE
 QK0828'CENTERLINE OF THE ROAD.  A SEARCH WAS MADE
 QK0828'FOR THE MONUMENTS BUT NONE COULD BE FOUND.  ALL
 QK0828'LANDMARKS IN THE IMMEDIATE
 QK0828'VICINITY ARE GONE.  A SEARCH FOR THE AZIMUTH MARK WAS NOT MADE.
 QK0828'
 QK0828'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHWEST
 QK0828'OF CHARLEVOIX, MICH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1454 ***********************************************************************
 NE1454  DESIGNATION -  FARMINGTON SUPPLY STANDPIPE
 NE1454  PID         -  NE1454
 NE1454  STATE/COUNTY-  MI/OAKLAND
 NE1454  USGS QUAD   -  NORTHVILLE (1980)
 NE1454
 NE1454                         *CURRENT SURVEY CONTROL
 NE1454  ___________________________________________________________________
 NE1454* NAD 83(1994)-  42 28 14.75342(N)    083 23 05.27677(W)     ADJUSTED  
 NE1454* NAVD 88     -                                                        
 NE1454  ___________________________________________________________________
 NE1454  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 NE1454  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NE1454
 NE1454  HORZ ORDER  -  THIRD
 NE1454
 NE1454.The horizontal coordinates were established by classical geodetic methods
 NE1454.and adjusted by the National Geodetic Survey in February 1997..
 NE1454
 NE1454
 NE1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1454
 NE1454.The geoid height was determined by GEOID03.
 NE1454
 NE1454;                    North         East     Units Scale Factor Converg.
 NE1454;SPC MI S     -   108,300.969 4,080,738.880   MT  0.99993286   +0 40 05.5
 NE1454;SPC MI S     -   355,318.14 13,388,250.92   iFT  0.99993286   +0 40 05.5
 NE1454;UTM  17      - 4,704,802.549   303,953.934   MT  1.00007290   -1 36 38.7
 NE1454
 NE1454                          SUPERSEDED SURVEY CONTROL
 NE1454
 NE1454  NAD 83(1986)-  42 28 14.75868(N)    083 23 05.30555(W) AD(       ) 4
 NE1454  NAD 27      -  42 28 14.63000(N)    083 23 05.55000(W) AD(       ) 3
 NE1454
 NE1454.Superseded values are not recommended for survey control.
 NE1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1454.See file dsdata.txt to determine how the superseded data were derived.
 NE1454
 NE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0395404803(NAD 83)
 NE1454
 NE1454  HISTORY     - Date     Condition        Report By
 NE1454  HISTORY     - 1943     MONUMENTED       CGS
 NE1454  HISTORY     - 20050809 MARK NOT FOUND   USPSQD
 NE1454
 NE1454                          STATION DESCRIPTION
 NE1454
 NE1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1454'THE STATION IS LOCATED ABOUT 1 MILE NW OF THE VILLAGE
 NE1454'OF FARMINGTON,
 NE1454'NEAR THE NE CORNER OF THE FARMINGTON CEMETERY.
 NE1454'THE STANDPIPE IS ABOUT 50 FEET
 NE1454'HIGH AND IS PAINTED BLACK.  THE
 NE1454'POINT OBSERVED WAS THE SMALL IRON BALL ON THE
 NE1454'EXTREME TOP OF THE STANDPIPE.
 NE1454'
 NE1454'TO REACH THE STATION FROM THE FARMINGTON POST OFFICE, GO W
 NE1454'ON U.S. HIGHWAY 16
 NE1454'FOR 0.9 MILE TO LOCUST DRIVE ON THE RIGHT,
 NE1454'HERE TURN RIGHT AND GO 0.3 MILE TO
 NE1454'THE STANDPIPE ON THE LEFT AS DESCRIBED.
 NE1454'
 NE1454'THIS IS AN INTERSECTION STATION.
 NE1454
 NE1454                          STATION RECOVERY (2005)
 NE1454
 NE1454'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 NE1454'THE CEMETERY DESCRIBED IS ACTUALLY THE OAKWOOD CEMETERY.  U.S. HIGHWAY
 NE1454'16 IS NOW SIMPLY GRAND RIVER AVENUE.  THE STANDPIPE APPEARS TO HAVE
 NE1454'BEEN REMOVED AS A LARGE GREEN TANK IS NOW LOCATED IN THE DESCRIBED
 NE1454'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0294 ***********************************************************************
 QJ0294  DESIGNATION -  FARRIER
 QJ0294  PID         -  QJ0294
 QJ0294  STATE/COUNTY-  MI/MONTMORENCY
 QJ0294  USGS QUAD   -  HILLMAN (1986)
 QJ0294
 QJ0294                         *CURRENT SURVEY CONTROL
 QJ0294  ___________________________________________________________________
 QJ0294* NAD 83(1994)-  45 00 38.85179(N)    083 55 15.69434(W)     ADJUSTED  
 QJ0294* NAVD 88     -       290.     (meters)     951.     (feet)  SCALED    
 QJ0294  ___________________________________________________________________
 QJ0294  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 QJ0294  GEOID HEIGHT-         -35.99  (meters)                     GEOID03
 QJ0294
 QJ0294  HORZ ORDER  -  SECOND
 QJ0294
 QJ0294.The horizontal coordinates were established by classical geodetic methods
 QJ0294.and adjusted by the National Geodetic Survey in February 1997..
 QJ0294
 QJ0294.The orthometric height was scaled from a topographic map.
 QJ0294
 QJ0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0294
 QJ0294.The geoid height was determined by GEOID03.
 QJ0294
 QJ0294;                    North         East     Units Scale Factor Converg.
 QJ0294;SPC MI C     -   188,347.606 6,035,127.524   MT  0.99991340   +0 18 53.3
 QJ0294;SPC MI C     -   617,938.34 19,800,287.15   iFT  0.99991340   +0 18 53.3
 QJ0294;UTM  17      - 4,988,300.759   269,821.586   MT  1.00025153   -2 04 00.4
 QJ0294;UTM  16      - 4,988,762.084   742,624.774   MT  1.00032390   +2 10 43.1
 QJ0294
 QJ0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0294!SPC MI C     -   0.99996020  x   0.99991340  =   0.99987360
 QJ0294!UTM  17      -   0.99996020  x   1.00025153  =   1.00021172
 QJ0294!UTM  16      -   0.99996020  x   1.00032390  =   1.00028409
 QJ0294
 QJ0294|---------------------------------------------------------------------|
 QJ0294| PID    Reference Object                     Distance      Geod. Az  |
 QJ0294|                                                           dddmmss.s |
 QJ0294| QJ0368 FARRIER RM 1                         27.278 METERS 04553     |
 QJ0294| QJ0369 FARRIER RM 2                         27.921 METERS 13341     |
 QJ0294| QJ0370 FARRIER AZ MK                       439.703 METERS 1573005.1 |
 QJ0294|---------------------------------------------------------------------|
 QJ0294
 QJ0294                          SUPERSEDED SURVEY CONTROL
 QJ0294
 QJ0294  NAD 83(1986)-  45 00 38.84274(N)    083 55 15.69467(W) AD(       ) 2
 QJ0294  NAD 27      -  45 00 38.80900(N)    083 55 15.71300(W) AD(       ) 2
 QJ0294
 QJ0294.Superseded values are not recommended for survey control.
 QJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0294.See file dsdata.txt to determine how the superseded data were derived.
 QJ0294
 QJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK6982288301(NAD 83)
 QJ0294_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0294_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QJ0294_SP_SET: PREFAB CONC. POST IN EARTH
 QJ0294_STAMPING: FARRIER 1956
 QJ0294_MARK LOGO: CGS   
 QJ0294_PROJECTION: FLUSH
 QJ0294_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0294+STABILITY: POSITION/ELEVATION WELL
 QJ0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0294+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1983
 QJ0294
 QJ0294  HISTORY     - Date     Condition        Report By
 QJ0294  HISTORY     - 1956     MONUMENTED       CGS
 QJ0294  HISTORY     - 1956     GOOD             CGS
 QJ0294  HISTORY     - 1971     SEE DESCRIPTION  USGS
 QJ0294  HISTORY     - 19831103 GOOD             NGS
 QJ0294  HISTORY     - 19831104 GOOD             NGS
 QJ0294  HISTORY     - 20011205 GOOD             NGS
 QJ0294
 QJ0294                          STATION DESCRIPTION
 QJ0294
 QJ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0294'THE STATION IS LOCATED ABOUT 11 MILES EAST OF ATLANTA, ABOUT 4 MILES
 QJ0294'SOUTH OF HILLMAN, ON THE
 QJ0294'WEST SIDE OF FARRIER ROAD AND ON THE PROPERTY OF MR. ERVIN FARRIER.
 QJ0294'IT IS ON THE NORTH SIDE OF A
 QJ0294'GRAVEL PIT, 37 FEET WEST OF THE CENTER LINE OF FARRIER
 QJ0294'ROAD, 25 FEET NORTH OF THE CENTER LINE OF A
 QJ0294'GRAVEL DRIVEWAY, 10.5 FEET WEST OF A
 QJ0294'WHITE WITNESS POST AND 9 FEET NORTH OF A 16 INCH TWIN MAPLE
 QJ0294'TREE WITH A TRIANGULAR BLAZE ON
 QJ0294'THE EAST SIDE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QJ0294'FARRIER 1956.
 QJ0294'
 QJ0294'TO REACH THE STATION FROM THE BRIDGE OVER THE THUNDER BAY RIVER IN
 QJ0294'HILLMAN, GO SOUTH ON A
 QJ0294'PAVED ROAD FOR 0.25 MILE TO THE JUNCTION OF M 32.  CONTINUE SOUTH AND
 QJ0294'WEST ON M 32 FOR 3.7 MILES TO A
 QJ0294'GRAVEL CROSSROAD (FARRIER ROAD).  TURN LEFT AND GO SOUTH
 QJ0294'ON FARRIER ROAD FOR 0.45 MILE TO THE GRAVEL
 QJ0294'PIT ON THE RIGHT AND THE STATION ON THE
 QJ0294'RIGHT.
 QJ0294'
 QJ0294'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON FARRIER ROAD
 QJ0294'FOR 0.25 MILE TO A GRAVEL
 QJ0294'DRIVEWAY LEFT.  TURN LEFT AND GO EAST ON THE GRAVEL DRIVEWAY FOR 0.1
 QJ0294'MILE TO MR. IRA SOPERS HOUSE AND
 QJ0294'THE MARK IN THE WEST EDGE OF THE YARD.
 QJ0294'
 QJ0294'REFERENCE MARK 1 IS 28 FEET EAST OF THE CENTER LINE OF FARRIER ROAD,
 QJ0294'1 FOOT WEST OF A FENCE AND 27
 QJ0294'FEET NORTH OF A 30 INCH ELM TREE.  THE MARK PROJECTS 2 INCHES AND
 QJ0294'THE DISK IS STAMPED FARRIER NO 1
 QJ0294'1956.
 QJ0294'
 QJ0294'REFERENCE MARK 2 IS 26 FEET EAST OF THE CENTER LINE OF FARRIER ROAD,
 QJ0294'1 FOOT WEST OF A FENCE
 QJ0294'AND 17 FEET NORTH OF A 36 INCH ELM TREE.  THE MARK PROJECTS 4 INCHES
 QJ0294'AND THE DISK IS STAMPED FARRIER NO
 QJ0294'2 1956.
 QJ0294'
 QJ0294'THE AZIMUTH MARK IS 76 FEET WEST OF THE NORTHWEST CORNER OF A FRAME
 QJ0294'HOUSE, 18 FEET NORTHEAST
 QJ0294'OF THE CENTER LINE OF THE GRAVEL DRIVEWAY AND 40 FEET WEST OF A
 QJ0294'POWER LINE POLE.  THE MARK IS
 QJ0294'FLUSH AND THE DISK IS STAMPED FARRIER 1956.
 QJ0294'
 QJ0294'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QJ0294
 QJ0294                          STATION RECOVERY (1956)
 QJ0294
 QJ0294'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QJ0294'RECOVERED IN GOOD CONDITION.
 QJ0294
 QJ0294                          STATION RECOVERY (1971)
 QJ0294
 QJ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 QJ0294'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 QJ0294'
 QJ0294'DISTANCES AND DIRECTIONS CHECKED O.K.
 QJ0294'
 QJ0294'ORIGINAL DESCRIPTION IS ADEQUATE.
 QJ0294
 QJ0294                          STATION RECOVERY (1983)
 QJ0294
 QJ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QJ0294'THE STATION MARK REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 QJ0294'RECOVERED IN GOOD CONDITION.  THE DISTANCES AND THE ANGLE BETWEEN THE
 QJ0294'REFERENCE MARKS CHECKED THE 1956 DATA.  THE TO REACH FOR THIS STATION
 QJ0294'IS STILL ADEQUATE.
 QJ0294' 
 QJ0294'THE STATION IS A STANDARD CGS DISK STAMPED--FARRIER 1956--, SET INTO
 QJ0294'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN DIAMETER,
 QJ0294'PROJECTING 2 INCHES (6 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 QJ0294'11.278 METERS (37.001 FT) WEST FROM THE CENTERLINE OF FARRIER ROAD,
 QJ0294'7.620 METERS (25.000 FT) SOUTH FROM THE ENTRANCE GATE TO GRAVEL PIT
 QJ0294'AND 0.610 METERS (2.001 FT) EAST FROM A WITNESS POST.
 QJ0294' 
 QJ0294'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--FARRIER NO 1
 QJ0294'1956--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 QJ0294'(35 CM) IN DIAMETER, PROJECTING 2 INCHES (6 CM) ABOVE THE GROUND.  THE
 QJ0294'STATION IS LOCATED 8.534 METERS (27.999 FT) EAST FROM THE CENTERLINE
 QJ0294'OF FARRIER ROAD AND 0.610 METERS (2.001 FT) SOUTH FROM A WITNESS
 QJ0294'POST AND LEVEL WITH THE STATION.
 QJ0294' 
 QJ0294'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--FARRIER NO 2
 QJ0294'1956--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 QJ0294'(35 CM) IN DIAMTER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE
 QJ0294'STATION IS LOCATED 7.9 METERS (25.9 FT) EAST FROM THE CENTERLINE OF
 QJ0294'FARRIER ROAD AND 0.6 METERS (2.0 FT) WEST FROM A WITNESS POST AND
 QJ0294'LEVEL WITH THE STATION.
 QJ0294' 
 QJ0294'THE STATION IS A STANDARD CGS AZIMUTH MARK DISK STAMPED--FARRIER
 QJ0294'1956--,  SET INTO THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, FLUSH
 QJ0294'WITH GROUND.  LOCATED 76.0 FT (23.2 M) WEST FROM THE NORTHWEST CORNER
 QJ0294'OF A FARM HOUSE 40.0 FT (12.2 M) WEST FROM A UTILITY POLE AND 18.0 FT
 QJ0294'(5.5 M) NORTHEAST FROM THE CENTERLINE OF THE GRAVEL DRIVEWAY.  A
 QJ0294'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FARRIER 1956
 QJ0294'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT. HEIGHT OF LIGHT ABOVE
 QJ0294'STATION MARK WAS 1.62 METERS. THE STATION IS LOCATED ABOUT 11 MILES
 QJ0294'(17.7 KM) EAST OF ATLANTA 4 MILES (6.4 KM) SOUTH OF HILLMAN ON
 QJ0294'PROPERTY OF MR IRA SOPER WHO LIVES AT THE STATION.  TO REACH THE
 QJ0294'STATION FROM THE BRIDGE OVER THE THUNDER BAY RIVER BRIDGE IN HILLMAN
 QJ0294'GO SOUTH ON STATE STREET FOR 0.25 MILE (0.40 KM) TO THE JUNCTION OF
 QJ0294'STATE HIGHWAY M 32.  CONTINUE SOUTH AND WEST ON HIGHWAY M 32 FOR 3.7
 QJ0294'MILES (6.0 KM) TO A GRAVELED CROSSROAD, FARRIER ROAD.  TURN LEFT AND
 QJ0294'GO SOUTH ON FARRIER ROAD FOR 0.7 MILE (1.1 KM) TO A GRAVEL DRIVEWAY
 QJ0294'LEFT. TURN LEFT ONTO DRIVEWAY AND GO WEST FOR 0.1 MILE (0.2 KM) TO
 QJ0294'STATION ON RIGHT AS DESCRIBED.
 QJ0294
 QJ0294                          STATION RECOVERY (1983)
 QJ0294
 QJ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0294'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 17.7 KM (11.0 MI) EAST
 QJ0294'OF ATLANTA, 6.4 KM (4.0 MI) SOUTH OF HILLMAN, ON THE WEST SIDE OF
 QJ0294'FARRIER ROAD AND ON PROPERTY OF MR. ERVIN FARRIER.
 QJ0294'TO REACH FROM THE BRIDGE OVER THE THUNDER BAY RIVER IN HILLMAN, GO
 QJ0294'SOUTH ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF STATE
 QJ0294'ROUTE M-32.  CONTINUE SOUTH AND WEST ON M-32 FOR 5.95 KM (3.70 MI) TO
 QJ0294'A GRAVEL CROSSROAD (FARRIER ROAD).  TURN LEFT AND GO SOUTH ON FARRIER
 QJ0294'ROAD FOR 0.72 KM (0.45 MI) TO A GRAVEL PIT ON RIGHT AND THE STATION
 QJ0294'ON THE RIGHT AS DESCRIBED.
 QJ0294'STATION PROJECTS 0.06 M (0.20 FT) ABOVE THE GROUND.  IT IS 27.921 M
 QJ0294'(91.604 FT) NORTHWEST FROM FARRIER NO 2 1956, 27.278 M (89.495 FT)
 QJ0294'SOUTHWEST FROM FARRIER NO 1 1956, 11.278 M (37.001 FT) WEST FROM THE
 QJ0294'CENTER OF FARRIER ROAD, 7.620 M (25.000 FT) SOUTH FROM THE ENTRANCE
 QJ0294'GATE TO THE GRAVEL PIT AND 0.610 M (2.001 FT) EAST FROM A WITNESS
 QJ0294'POST.
 QJ0294'A TRAVERSE CONNECTION WAS MADE TO STATION FARRIER AZ MK 1956 USING
 QJ0294'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QJ0294'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0294'RECOVERY BY RONALD L. RAMSEY, NGS-GEODETIC ADVISOR-MICHIGAN.
 QJ0294
 QJ0294                          STATION RECOVERY (2001)
 QJ0294
 QJ0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0294'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0370 ***********************************************************************
 QJ0370  DESIGNATION -  FARRIER AZ MK
 QJ0370  PID         -  QJ0370
 QJ0370  STATE/COUNTY-  MI/MONTMORENCY
 QJ0370  USGS QUAD   -  HILLMAN (1986)
 QJ0370
 QJ0370                         *CURRENT SURVEY CONTROL
 QJ0370  ___________________________________________________________________
 QJ0370* NAD 83(1994)-  45 00 25.69211(N)    083 55 08.01108(W)     ADJUSTED  
 QJ0370* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 QJ0370  ___________________________________________________________________
 QJ0370  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 QJ0370  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 QJ0370
 QJ0370  HORZ ORDER  -  THIRD
 QJ0370
 QJ0370.The horizontal coordinates were established by classical geodetic methods
 QJ0370.and adjusted by the National Geodetic Survey in February 1997..
 QJ0370.No horizontal observational check was made to the station.
 QJ0370
 QJ0370.The orthometric height was scaled from a topographic map.
 QJ0370
 QJ0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0370
 QJ0370.The geoid height was determined by GEOID03.
 QJ0370
 QJ0370;                    North         East     Units Scale Factor Converg.
 QJ0370;SPC MI C     -   187,942.335 6,035,297.996   MT  0.99991332   +0 18 58.7
 QJ0370;SPC MI C     -   616,608.71 19,800,846.44   iFT  0.99991332   +0 18 58.7
 QJ0370;UTM  17      - 4,987,888.615   269,975.122   MT  1.00025066   -2 03 54.5
 QJ0370;UTM  16      - 4,988,362.407   742,808.411   MT  1.00032500   +2 10 48.0
 QJ0370
 QJ0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0370!SPC MI C     -   0.99996074  x   0.99991332  =   0.99987406
 QJ0370!UTM  17      -   0.99996074  x   1.00025066  =   1.00021139
 QJ0370!UTM  16      -   0.99996074  x   1.00032500  =   1.00028572
 QJ0370
 QJ0370                          SUPERSEDED SURVEY CONTROL
 QJ0370
 QJ0370  NAD 83(1986)-  45 00 25.78020(N)    083 55 07.68882(W) AD(       ) 3
 QJ0370
 QJ0370.Superseded values are not recommended for survey control.
 QJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0370.See file dsdata.txt to determine how the superseded data were derived.
 QJ0370
 QJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK6997587889(NAD 83)
 QJ0370_MARKER: DZ = AZIMUTH MARK DISK
 QJ0370_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 QJ0370_SP_SET: PREFAB CONC. POST IN EARTH
 QJ0370_STAMPING: FARRIER 1956
 QJ0370_MARK LOGO: CGS   
 QJ0370_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0370+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1983
 QJ0370
 QJ0370  HISTORY     - Date     Condition        Report By
 QJ0370  HISTORY     - 1956     MONUMENTED       CGS
 QJ0370  HISTORY     - 19831104 GOOD             NGS
 QJ0370  HISTORY     - 20011205 MARK NOT FOUND   NGS
 QJ0370
 QJ0370                          STATION DESCRIPTION
 QJ0370
 QJ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0370'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 17.7 KM (11.0 MI) EAST
 QJ0370'OF ATLANTA, 6.4 KM (4.0 MI) SOUTH OF HILLMAN, ON THE WEST SIDE OF
 QJ0370'FARRIER ROAD AND ON PROPERTY OF MR. ERVIN FARRIER.
 QJ0370'TO REACH FROM THE BRIDGE OVER THE THUNDER BAY RIVER IN HILLMAN, GO
 QJ0370'SOUTH ON A PAVED ROAD FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF STATE
 QJ0370'ROUTE M-32.  CONTINUE SOUTH AND WEST ON M-32 FOR 5.95 KM (3.70 MI) TO
 QJ0370'A GRAVEL CROSSROAD (FARRIER ROAD).  TURN LEFT AND GO SOUTH ON FARRIER
 QJ0370'ROAD FOR 0.72 KM (0.45 MI) TO A GRAVEL PIT ON RIGHT AND STATION
 QJ0370'FARRIER 1956 ON THE RIGHT.  CONTINUE SOUTH ON FARRIER ROAD FOR 0.40
 QJ0370'KM (0.25 MI) TO A GRAVEL DRIVEWAY LEFT.  TURN LEFT ONTO DRIVEWAY AND
 QJ0370'GO EAST FOR 0.16 KM (0.10 MI) TO MARK ON RIGHT BY HOUSE AS DESCRIBED.
 QJ0370'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS 23.165 M
 QJ0370'(76.001 FT) WEST FROM THE NORTHWEST CORNER OF A FRAME HOUSE, 12.192 M
 QJ0370'(40.000 FT) WEST FROM A UTILITY POLE AND 5.486 M (17.999 FT)
 QJ0370'NORTHEAST FROM THE CENTER OF GRAVEL DRIVEWAY.
 QJ0370'A TRAVERSE CONNECTION WAS MADE TO STATION FARRIER 1956 USING
 QJ0370'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QJ0370'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0370'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QJ0370
 QJ0370                          STATION RECOVERY (2001)
 QJ0370
 QJ0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0370'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0516 ***********************************************************************
 QL0516  DESIGNATION -  FEICH
 QL0516  PID         -  QL0516
 QL0516  STATE/COUNTY-  MI/MENOMINEE
 QL0516  USGS QUAD   -  WALLACE (1982)
 QL0516
 QL0516                         *CURRENT SURVEY CONTROL
 QL0516  ___________________________________________________________________
 QL0516* NAD 83(1994)-  45 17 19.23147(N)    087 33 36.89641(W)     ADJUSTED  
 QL0516* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 QL0516  ___________________________________________________________________
 QL0516  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 QL0516  GEOID HEIGHT-         -36.87  (meters)                     GEOID03
 QL0516
 QL0516  HORZ ORDER  -  FIRST
 QL0516
 QL0516.The horizontal coordinates were established by classical geodetic methods
 QL0516.and adjusted by the National Geodetic Survey in February 1997..
 QL0516
 QL0516.The orthometric height was scaled from a topographic map.
 QL0516
 QL0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0516
 QL0516.The geoid height was determined by GEOID03.
 QL0516
 QL0516;                    North         East     Units Scale Factor Converg.
 QL0516;SPC MI N     -    56,323.170 7,956,046.567   MT  1.00005272   -0 24 17.8
 QL0516;SPC MI N     -   184,787.30 26,102,514.98   iFT  1.00005272   -0 24 17.8
 QL0516;SPC WI C     -   164,594.356   791,363.052   MT  0.99996660   +1 43 17.2
 QL0516;SPC WI C     -   540,006.65  2,596,330.28   sFT  0.99996660   +1 43 17.2
 QL0516;UTM  16      - 5,015,172.043   456,066.105   MT  0.99962373   -0 23 53.4
 QL0516
 QL0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0516!SPC MI N     -   0.99997254  x   1.00005272  =   1.00002526
 QL0516!SPC WI C     -   0.99997254  x   0.99996660  =   0.99993915
 QL0516!UTM  16      -   0.99997254  x   0.99962373  =   0.99959628
 QL0516
 QL0516|---------------------------------------------------------------------|
 QL0516| PID    Reference Object                     Distance      Geod. Az  |
 QL0516|                                                           dddmmss.s |
 QL0516| CJ4939 FEICH RM 1                           37.305 METERS 02701     |
 QL0516| CJ4942 FEICH RM 3 RESET                     42.242 METERS 02735     |
 QL0516| CJ4941 FEICH RM 3                                         05754     |
 QL0516| CJ4938 FEICH AZ MK 3                                      0875247.8 |
 QL0516| QL0537 MENOMINEE HOSKIN PAPER CO STK       APPROX.21.4 KM 1872716.3 |
 QL0516| QL0536 MENOMINEE HOSKIN PAPER CO TK        APPROX.21.4 KM 1873524.1 |
 QL0516| QL0525 MENOMINEE SUP SUGAR CO STACK        APPROX.21.4 KM 1902432.7 |
 QL0516| QL0522 MENOMINEE SUP SUGAR CO STACK        APPROX.21.4 KM 1904737.7 |
 QL0516| QL0524 MENOMINEE EPIPHANY CHURCH           APPROX.20.5 KM 1920550.7 |
 QL0516| CJ4937 FEICH AZ MK RESET                                  2755622.1 |
 QL0516| CJ4936 FEICH AZ MK                                        2761925.1 |
 QL0516| CJ4940 FEICH RM 2                           57.772 METERS 28844     |
 QL0516|---------------------------------------------------------------------|
 QL0516
 QL0516                          SUPERSEDED SURVEY CONTROL
 QL0516
 QL0516  NAD 83(1994)-  45 17 19.23128(N)    087 33 36.89615(W) AD(       ) 1
 QL0516  NAD 83(1986)-  45 17 19.23034(N)    087 33 36.89608(W) AD(       ) 1
 QL0516  NAD 27      -  45 17 19.31000(N)    087 33 36.48900(W) AD(       ) 1
 QL0516
 QL0516.Superseded values are not recommended for survey control.
 QL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0516.See file dsdata.txt to determine how the superseded data were derived.
 QL0516
 QL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5606615172(NAD 83)
 QL0516_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0516_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0516
 QL0516  HISTORY     - Date     Condition        Report By
 QL0516  HISTORY     - 1934     MONUMENTED       CGS
 QL0516  HISTORY     - 1950     SEE DESCRIPTION  USLS
 QL0516  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0516  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QL0516  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QL0516  HISTORY     - 20010410 MARK NOT FOUND   MIDT
 QL0516
 QL0516                          STATION DESCRIPTION
 QL0516
 QL0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0516'ABOUT 20 MILES EAST-SOUTHEAST
 QL0516'OF WAUSAUKEE,
 QL0516'WIS., ABOUT 13 MILES NORTH-NORTHEAST OF MENOMINEE, AND
 QL0516'ABOUT 3 MILES EAST OF
 QL0516'CARBONDALE, IN NE 1/4 SEC. 6, T. 33 N., R. 26 W., ON LAND
 QL0516'OWNED BY PAUL FEICH.  TO REACH FROM
 QL0516'JUNCTION OF U.S. ROUTE 41 AND STATE
 QL0516'ROUTE 35 IN DOWNTOWN MENOMINEE, FOLLOW U.S. ROUTE 41
 QL0516'NORTH 11.75 MILES TO
 QL0516'COUNTY ROUTE 338, WHICH IS SIDE ROAD TO EAST, TURN EAST ONTO ROUTE
 QL0516'338 AND GO 3.7 MILES TO
 QL0516'RIDGE AND STATION SITE ON SOUTH.  STATION IS AT CREST OF
 QL0516'NORTH-AND-SOUTH RIDGE, 99 FEET
 QL0516'SOUTHWEST OF YELLOW TURN SIGN ON SIDE OF ROAD, 86 FEET
 QL0516'SOUTH OF CENTER LINE OF COUNTY
 QL0516'ROUTE 338, 60 FEET SOUTH OF TELEPHONE POLE, 57 FEET
 QL0516'SOUTH OF SOUTH RIGHT-OF-WAY FENCE, AND 10 FEET
 QL0516'NORTH OF 12-INCH WHITE BIRCH STUMP.
 QL0516'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 QL0516'CONCRETE, NOTES 1B AND 7A,
 QL0516'UPPER MARK IS 12 INCHES BELOW SURFACE OF GROUND.  REFERENCE AND
 QL0516'AZIMUTH MARKS ARE STANDARD
 QL0516'REFERENCE DISKS IN CONCRETE, NOTE 11A, PROJECTING 3
 QL0516'INCHES ABOVE GROUND.  NO. 1 IS 27
 QL0516'FEET NORTH OF CENTER LINE OF ROAD, 13 FEET WEST
 QL0516'OF 5-INCH POPLAR TREE, 1 FOOT SOUTH OF NORTH
 QL0516'RIGHT-OF-WAY FENCE, AND 122.39 FEET
 QL0516'FROM STATION IN AZIMUTH 207 DEG 01 MIN.  NO. 2 IS 25 FEET SOUTH
 QL0516'OF CENTER LINE OF ROAD, 15 FEET WEST
 QL0516'OF TELEPHONE POLE, 1 FOOT SOUTH OF SOUTH RIGHT-OF-WAY FENCE, AND
 QL0516'189.54 FEET FROM STATION IN
 QL0516'AZIMUTH 108 DEG 44 MIN.  DISTANCE BETWEEN REFERENCE MARKS
 QL0516'IS 239.99 FEET.  AZIMUTH MARK IS 150 FEET WEST
 QL0516'OF ST. MARKS EVANGELICAL LUTHERAN
 QL0516'CHURCH, 21 FEET NORTH OF CENTER LINE OF COUNTY ROUTE 338, AND
 QL0516'APPROXIMATELY 0.2 MILE
 QL0516'FROM STATION IN AZIMUTH 96 DEG 19 MIN 30 SEC.
 QL0516
 QL0516                          STATION RECOVERY (1950)
 QL0516
 QL0516'RECOVERY NOTE BY US LAKE SURVEY 1950
 QL0516'STATION MARK ABOUT 1
 QL0516'FT. BELOW THE
 QL0516'GROUND SURFACE WAS FOUND TO BE IN GOOD CONDITION.
 QL0516'THE UNDERGROUND MARK WAS NOT
 QL0516'UNCOVERED.  THE REFERENCE MARKS WERE
 QL0516'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK
 QL0516'1 IS VERY NEAR THE
 QL0516'EDGE OF A CAVING BANK AND MAY ROLL DOWN TO THE ROADWAY IF EROSION
 QL0516'CONTINUES.
 QL0516'THE DESCRIPTION WAS FOUND TO BE SUBSTANTIALLY CORRECT.
 QL0516'
 QL0516'STATION IS 13 MILES N-NE OF MENOMINEE, ON THE RIDGE IN A
 QL0516'CLEARED FIELD.
 QL0516'TREES TO THE S AND ACROSS THE ROAD TO THE N.
 QL0516'HEIGHT OF STATION TO CLEAR THE
 QL0516'IMMEDIATE SURROUNDINGS IS 30 FT.
 QL0516'
 QL0516'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY
 QL0516'35 IN THE N PART
 QL0516'OF MENOMINEE, PROCEED N ALONG U.S. HIGHWAY 41
 QL0516'FOR 9.7 MILES TO COUNTY ROAD 338,
 QL0516'THENCE LEFT (E) ALONG COUNTY
 QL0516'ROAD 338 FOR 3.6 MILES TO THE RIDGE, THENCE S FOR 86
 QL0516'FT. TO THE
 QL0516'STATION.
 QL0516'
 QL0516'MILEAGES FROM THE STATION ARE MEASURED FROM THE SAME JUNCTION
 QL0516'REFERRED TO IN THE
 QL0516'DESCRIPTION OF ROCHEREAU.  THE DISCREPANCY OF
 QL0516'2 MI. WITH THAT IN S.P. 214 IS DUE TO
 QL0516'THE FACT THAT THE MEASUREMENT
 QL0516'WAS FROM THE JUNCTION AT OGDEN AND JENKINS, 2 MI.
 QL0516'FARTHER S.
 QL0516
 QL0516                          STATION RECOVERY (1954)
 QL0516
 QL0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0516'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED AND
 QL0516'FOUND TO BE IN GOOD CONDITION.
 QL0516'THE AZIMUTH MARK AND REFERENCE MARK NO. 1 HAVE BEEN DESTROYED BY
 QL0516'WIDENING OF THE ROAD.  A NEW AZIMUTH
 QL0516'MARK AND A REFERENCE MARK NO. 3 WERE ESTABLISHED.  A DIFFERENCE
 QL0516'WAS FOUND IN THE DISTANCE TO REFERENCE MARK
 QL0516'NO. 2 BUT THE DIRECTION WAS CEHECKED.  REFERENCE
 QL0516'MARK NO. 3 IS 27 FEET SOUTH OF THE APPROXIMATE CENTER OF
 QL0516'COUNTY ROUTE 338, AND IN FENCELINE.  THE
 QL0516'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FEICH NO 3 1934.
 QL0516'NOTE 11A.  AZIMUTH MARK IS 32
 QL0516'FEET NORTH OF THE APPROXIMATE CENTER OF ROAD, 5 FEET EAST OF POWER
 QL0516'POLE AND 1 FOOT EAST OF WITNESS POST.
 QL0516'THE MARK PROJETS ABOUT 5 INCHES AND THE DISK IS STAMPED
 QL0516'FEICH 1934 RESET 1954.  NOTE 16A.
 QL0516'
 QL0516'TO REACH FROM THE CAUTION LIGHT IN THE EAST EDGE OF STEPHENSON GO
 QL0516'SOUTH ON U.S. 41 FOR 10.0 MILES TO
 QL0516'JUNCTION OF COUNTY ROUTE 338.  TURN LEFT AND GO EAST, NORTH AND EAST
 QL0516'ON COUNTY ROUTE 338 FOR 3.3 MILES
 QL0516'TO AZIMUTH MARK ON LEFT OR NORTH SIDE OF ROAD AS DESCRIBED.
 QL0516'CONTINUE EAST FOR 0.3 MILE TO STATION ON RIGHT ON
 QL0516'SMALL RIDGE AS DESCRIBED.
 QL0516'
 QL0516'1954 OBSERVATIONS TAKEN FROM A 90 FOOT TOWER.
 QL0516
 QL0516                          STATION RECOVERY (1964)
 QL0516
 QL0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 QL0516'RECOVERED STATION MARK, TWO REFERENCE MARKS, AND TWO AZIMUTH MARKS
 QL0516'IN GOOD CONDITION
 QL0516'EXCEPT 1934 AZIMUTH MARK AND REFERENCE MARK NO. 1
 QL0516'WERE ENDANGERED BY EROSION.  THE
 QL0516'1954 AZIMUTH MARK NOW HEAVILY OBSTRUCTED
 QL0516'WAS DESTROYED AS WAS 1934 AZIMUTH MARK AND
 QL0516'REFERENCE MARK NO. 1.
 QL0516'AZIMUTH MARK 1964 AND REFERENCE MARK NO. 3 WERE SET.
 QL0516'
 QL0516'ABOUT 0.7 MILE NORTHEASTERLY AND THEN 10.9 MILES N ALONG NO. 41 U.S.
 QL0516'HWY FROM CENTER OF
 QL0516'BRIDGE AND STATE LINE BETWEEN MARINETEE, WISCONSIN, AND
 QL0516'MENOMINEE, MICHIGAN, TO
 QL0516'CARBONDALE CROSSROADS, THENCE 2.0 MILES E ON
 QL0516'ARTHUR BAY ROAD, 1.0 MILES N AND 0.65 MILE
 QL0516'E ON NO. 338 HWY.  (COUNTY)
 QL0516'TO RIDGE AND STATION ON RIGHT, 84 FEET S OF CENTER LINE OF
 QL0516'20-FOOT ASPHALT
 QL0516'PAVEMENT, 7 FEET HIGHER THAN SAME, ON CREST OF SHARP RIDGE,
 QL0516'STANDARD DISKS STAMPED
 QL0516'FEICH 1934 IN A NOTE MARK, THE UPPER MARK A
 QL0516'FOOT UNDERGROUND.
 QL0516'
 QL0516'REFERENCE STAMPED FEICH NO 2 1934, NOTE 11A, PROJECTS 0.2 FOOT, IS
 QL0516'190.0 FEET (57.91
 QL0516'METERS) WNW FROM STATION, 26 FEET S OF CENTER LINE OF
 QL0516'ROAD, ABOUT LEVEL WITH SAME, 13 FEET
 QL0516'W OF TELEPHONE POLE, THE 190 FEET
 QL0516'MEASURED ON SLOPE DOWN FROM THE STATION.
 QL0516'
 QL0516'REFERENCE STAMPED FEICH NO 3 1934 1964, NOTE 11A, PROJECTS 0.2 FOOT,
 QL0516'IS 138.59 FEET
 QL0516'(42.242 METERS) NNE FROM STATION, ON CREST OF RIDGE,
 QL0516'39 FEET N OF CENTER LINE OF HWY.,
 QL0516'4.7 FEET HIGHER THAN SAME, AND 2.3 FEET
 QL0516'W OF STEEL WITNESS POST.
 QL0516'
 QL0516'AZIMUTH MARK STAMPED FEICH RESET 1964, NOTE 16B, FLUSH, IS ABOUT
 QL0516'0.4 MILE E FROM
 QL0516'STATION, ABOUT 82 FEET W OF CENTER LINE OF DRIVEWAY THRU
 QL0516'ROCK GATE ON N SIDE OF HWY., 32
 QL0516'FEET N OF CENTER LINE OF GRAVELED ROAD,
 QL0516'0.7 FOOT HIGHER THAN SAME, AND 2.0 FEET W OF STEEL
 QL0516'WITNESS POST.
 QL0516
 QL0516                          STATION RECOVERY (2001)
 QL0516
 QL0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0516
 QL0516                          STATION RECOVERY (2001)
 QL0516
 QL0516'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0516'THE RIDGE AT THE SITE OF THE STATION MARK HAS BEEN COMPLETELY
 QL0516'EXCAVATED TO LEVEL WITH THE ROAD AND SOUTH APPROX. 300 FT RESULTING IN
 QL0516'DESTRUCTION OF THE SURFACE AND UNDERGROUND MARK.  RM 2, RM 3 AND
 QL0516'AZIMUTH MARK RECOVERED BUT ARE NOT SUITABLE FOR GPS, NOR WOULD THE
 QL0516'STATION SITE BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0722 ***********************************************************************
 NG0722  DESIGNATION -  FENNVILLE MUNICIPAL TANK
 NG0722  PID         -  NG0722
 NG0722  STATE/COUNTY-  MI/ALLEGAN
 NG0722  USGS QUAD   -  FENNVILLE (1981)
 NG0722
 NG0722                         *CURRENT SURVEY CONTROL
 NG0722  ___________________________________________________________________
 NG0722* NAD 83(1994)-  42 35 42.10103(N)    086 06 27.60709(W)     ADJUSTED  
 NG0722* NAVD 88     -                                                        
 NG0722  ___________________________________________________________________
 NG0722  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 NG0722  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NG0722
 NG0722  HORZ ORDER  -  THIRD
 NG0722
 NG0722.The horizontal coordinates were established by classical geodetic methods
 NG0722.and adjusted by the National Geodetic Survey in February 1997..
 NG0722
 NG0722
 NG0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0722
 NG0722.The geoid height was determined by GEOID03.
 NG0722
 NG0722;                    North         East     Units Scale Factor Converg.
 NG0722;SPC MI S     -   123,109.996 3,857,129.925   MT  0.99991962   -1 11 05.3
 NG0722;SPC MI S     -   403,904.19 12,654,625.74   iFT  0.99991962   -1 11 05.3
 NG0722;UTM  16      - 4,716,230.801   573,208.546   MT  0.99966594   +0 36 14.3
 NG0722
 NG0722                          SUPERSEDED SURVEY CONTROL
 NG0722
 NG0722  NAD 83(1986)-  42 35 42.10107(N)    086 06 27.61907(W) AD(       ) 4
 NG0722  NAD 27      -  42 35 42.00300(N)    086 06 27.49400(W) AD(       ) 3
 NG0722
 NG0722.Superseded values are not recommended for survey control.
 NG0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0722.See file dsdata.txt to determine how the superseded data were derived.
 NG0722
 NG0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7320916231(NAD 83)
 NG0722_MARKER: 53 = ELEVATED TANK
 NG0722
 NG0722  HISTORY     - Date     Condition        Report By
 NG0722  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0722  HISTORY     - 1957     GOOD             CGS
 NG0722  HISTORY     - 1965     GOOD             USLS
 NG0722
 NG0722                          STATION DESCRIPTION
 NG0722
 NG0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 NG0722'THE TANK WAS
 NG0722'RECOVERED IN GOOD
 NG0722'CONDITION.  THE TANK IS THE BLACK-LEGGED,
 NG0722'SILVER-BOWLED ELEVATED WATER TANK IN
 NG0722'THE VILLAGE OF FENNVILLE.
 NG0722
 NG0722                          STATION RECOVERY (1965)
 NG0722
 NG0722'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0722'STATION RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0686 ***********************************************************************
 QK0686  DESIGNATION -  FERNS
 QK0686  PID         -  QK0686
 QK0686  STATE/COUNTY-  MI/CHARLEVOIX
 QK0686  USGS QUAD   -  BOYNE FALLS (1986)
 QK0686
 QK0686                         *CURRENT SURVEY CONTROL
 QK0686  ___________________________________________________________________
 QK0686* NAD 83(1994)-  45 14 01.12412(N)    084 53 25.63761(W)     ADJUSTED  
 QK0686* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 QK0686  ___________________________________________________________________
 QK0686  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 QK0686  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0686
 QK0686  HORZ ORDER  -  SECOND
 QK0686
 QK0686.The horizontal coordinates were established by classical geodetic methods
 QK0686.and adjusted by the National Geodetic Survey in February 1997..
 QK0686
 QK0686.The orthometric height was scaled from a topographic map.
 QK0686
 QK0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0686
 QK0686.The geoid height was determined by GEOID03.
 QK0686
 QK0686;                    North         East     Units Scale Factor Converg.
 QK0686;SPC MI C     -   213,148.506 5,958,872.498   MT  0.99992552   -0 22 12.0
 QK0686;SPC MI C     -   699,306.12 19,550,106.62   iFT  0.99992552   -0 22 12.0
 QK0686;UTM  16      - 5,011,070.756   665,587.052   MT  0.99993714   +1 29 53.1
 QK0686
 QK0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0686!SPC MI C     -   0.99995346  x   0.99992552  =   0.99987898
 QK0686!UTM  16      -   0.99995346  x   0.99993714  =   0.99989060
 QK0686
 QK0686|---------------------------------------------------------------------|
 QK0686| PID    Reference Object                     Distance      Geod. Az  |
 QK0686|                                                           dddmmss.s |
 QK0686| CH1130 FERNS RM 1                           22.664 METERS 12351     |
 QK0686| CH1132 FERNS RM 3                                         21134     |
 QK0686| CH1131 FERNS RM 2                           19.958 METERS 23648     |
 QK0686| QK0823 BOYNE CITY RADIO KQA 712 MAST       APPROX.10.3 KM 2473127.2 |
 QK0686| QK0821 THORSEN                             APPROX.17.2 KM 2492411.5 |
 QK0686| QK0688 BOYNE CITY RADIO KQE 573 MAST       APPROX. 8.2 KM 2701703.9 |
 QK0686| QK0687 BOYNE CITY RADIO KQA 450 MAST       APPROX. 8.4 KM 2774750.4 |
 QK0686|---------------------------------------------------------------------|
 QK0686
 QK0686                          SUPERSEDED SURVEY CONTROL
 QK0686
 QK0686  NAD 83(1986)-  45 14 01.11909(N)    084 53 25.63878(W) AD(       ) 2
 QK0686  NAD 27      -  45 14 01.08500(N)    084 53 25.47700(W) AD(       ) 2
 QK0686
 QK0686.Superseded values are not recommended for survey control.
 QK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0686.See file dsdata.txt to determine how the superseded data were derived.
 QK0686
 QK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6558711071(NAD 83)
 QK0686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0686
 QK0686  HISTORY     - Date     Condition        Report By
 QK0686  HISTORY     - 1956     MONUMENTED       CGS
 QK0686
 QK0686                          STATION DESCRIPTION
 QK0686
 QK0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0686'THE STATION IS ABOUT 9-1/2 MILES SOUTHEAST OF PETOSKEY, 5-1/2 MILES
 QK0686'EAST-NORTHEAST OF BOYNE CITY ON
 QK0686'A HIGH WOODED HILL ON STATE PROPERTY.  IT IS 22 FEET NORTH OF THE
 QK0686'CENTERLINE OF A SAND ROAD, 57 FEET
 QK0686'NORTHWEST OF A 10 INCH TRIANGULAR BLAZED OAK TREE AND 13
 QK0686'FEET NORTHWEST OF A WHITE WITNESS POST.
 QK0686'THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QK0686'STAMPED FERNS 1956.
 QK0686'
 QK0686'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 131 AT
 QK0686'THE SOUTHWEST EDGE OF PETOSKEY,
 QK0686'GO SOUTH ON HIGHWAY 131 FOR 7.6 MILES TO THE JUNCTION WITH
 QK0686'STATE HIGHWAY 75.  CONTINUE SOUTH ON
 QK0686'HIGHWAY 131 FOR 1.4 MILES TO A SIDE ROAD LEFT.  TURN
 QK0686'SHARP LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.15 MILE TO
 QK0686'A Y-INTERSECTION, JUST AFTER
 QK0686'CROSSING A RAILROAD TRACK.  TAKE RIGHT FORK AND GO EAST ON SAND ROAD
 QK0686'FOR 0.85 MILE TO A Y-INTERSECTION.
 QK0686'TAKE LEFT FORK AND GO EAST AND SOUTH ON NARROW SAND WOODS ROAD FOR
 QK0686'1.25 MILES TO THE SUMMIT OF HILL AND
 QK0686'THE STATION ON THE LEFT.
 QK0686'
 QK0686'REFERENCE MARK 1 IS 15 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD
 QK0686'AND 29 FEET NORTHEAST OF THE
 QK0686'TRIANGULAR BLAZED OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QK0686'IS STAMPED FERN NO 1 1956.
 QK0686'
 QK0686'REFERENCE MARK 2 IS 14 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD.
 QK0686'THE MARK PROJECTS 4 INCHES
 QK0686'AND THE DISK IS STAMPED FERNS NO 2 1956.
 QK0686'
 QK0686'REFERENCE MARK 3 IS 222 FEET SOUTHWEST OF THE CENTERLINE OF THE SAND
 QK0686'ROAD AND 3 FEET EAST OF A
 QK0686'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0686'STAMPED FERNS NO 3 1956.
 QK0686'
 QK0686'THERE WAS NO SUITABLE PLACE AT THIS TIME TO ESTABLISH AN AZIMUTH
 QK0686'MARK.  REFERENCE MARK 3 WAS
 QK0686'ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE, AND LOCATED WITH
 QK0686'PRECISE PROCEDURES SO THAT AN
 QK0686'AZIMUTH BETTER THAN THE ORDINIRY REFERENCE MARK WOULD BE
 QK0686'AVAILABLE.
 QK0686'
 QK0686'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0260 ***********************************************************************
 QK0260  DESIGNATION -  FERRY A USLS
 QK0260  PID         -  QK0260
 QK0260  STATE/COUNTY-  MI/CHEBOYGAN
 QK0260  USGS QUAD   -  ST IGNACE (1976)
 QK0260
 QK0260                         *CURRENT SURVEY CONTROL
 QK0260  ___________________________________________________________________
 QK0260* NAD 83(1986)-  45 46 48.     (N)    084 43 34.     (W)     SCALED    
 QK0260* NAVD 88     -       180.004  (meters)     590.56   (feet)  ADJUSTED  
 QK0260  ___________________________________________________________________
 QK0260  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0260  DYNAMIC HT  -         180.009 (meters)     590.58  (feet)  COMP
 QK0260  MODELED GRAV-     980,636.1   (mgal)                       NAVD 88
 QK0260
 QK0260  VERT ORDER  -  FIRST     CLASS I
 QK0260
 QK0260.The horizontal coordinates were scaled from a topographic map and have
 QK0260.an estimated accuracy of +/- 6 seconds.
 QK0260
 QK0260.The orthometric height was determined by differential leveling
 QK0260.and adjusted by the National Geodetic Survey in June 1991..
 QK0260
 QK0260.The geoid height was determined by GEOID03.
 QK0260
 QK0260.The dynamic height is computed by dividing the NAVD 88
 QK0260.geopotential number by the normal gravity value computed on the
 QK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0260.degrees latitude (g = 980.6199 gals.).
 QK0260
 QK0260.The modeled gravity was interpolated from observed gravity values.
 QK0260
 QK0260;                    North         East    Units  Estimated Accuracy
 QK0260;SPC MI C     -   273,800.    5,972,050.      MT  (+/- 180 meters Scaled)
 QK0260
 QK0260                          SUPERSEDED SURVEY CONTROL
 QK0260
 QK0260.No superseded survey control is available for this station.
 QK0260
 QK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767721(NAD 83)
 QK0260_MARKER: DD = SURVEY DISK
 QK0260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0260_SP_SET: BLOCK
 QK0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0260
 QK0260  HISTORY     - Date     Condition        Report By
 QK0260  HISTORY     - 1963     MONUMENTED       USLS
 QK0260  HISTORY     - 1973     GOOD             USLS
 QK0260  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0260
 QK0260                          STATION DESCRIPTION
 QK0260
 QK0260'DESCRIBED BY US LAKE SURVEY 1973
 QK0260'AT MACKINAW CITY.
 QK0260'FERRY A IS AT MACKINAW CITY, CHEBOYGAN COUNTY, MICHIGAN, ON WEST SIDE
 QK0260'OF HIGHWAY U.S. 23 (LANGLADE ST.), AT NORTHWEST CORNER OF STREET
 QK0260'INTERSECTION OPPOSITE THE FORMER STATE FERRY DOCK, 93.7 FEET
 QK0260'SOUTH OF SOUTHEAST CORNER OF GREYHOUND POST HOUSE, 23.8 FEET
 QK0260'SOUTH OF SOUTH EDGE OF SIDEWALK RUNNING EAST, 3.5 FEET EAST
 QK0260'OF EAST EDGE OF SIDEWALK ALONG THE HIGHWAY, ON TOP OF A LARGE
 QK0260'ROUNDED BLOCK OF CONCRETE, BEING HIGHEST POINT OVER CROSS AT
 QK0260'CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG.
 QK0260'FERRY A 1963.
 QK0260
 QK0260                          STATION RECOVERY (1983)
 QK0260
 QK0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0260'NOT RECOVERED, CONCRETE BLOCK FOUND, DISK MISSING, CONSIDERED
 QK0260'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0617 ***********************************************************************
 RJ0617  DESIGNATION -  FERRY DOCK
 RJ0617  PID         -  RJ0617
 RJ0617  STATE/COUNTY-  MI/CHIPPEWA
 RJ0617  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0617
 RJ0617                         *CURRENT SURVEY CONTROL
 RJ0617  ___________________________________________________________________
 RJ0617* NAD 83(1994)-  46 29 08.28242(N)    084 18 05.15164(W)     ADJUSTED  
 RJ0617* NAVD 88     -       178.191  (meters)     584.62   (feet)  ADJUSTED  
 RJ0617  ___________________________________________________________________
 RJ0617  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 RJ0617  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ0617  DYNAMIC HT  -         178.200 (meters)     584.64  (feet)  COMP
 RJ0617  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RJ0617
 RJ0617  HORZ ORDER  -  SECOND
 RJ0617  VERT ORDER  -  FIRST     CLASS 0
 RJ0617
 RJ0617.The horizontal coordinates were established by classical geodetic methods
 RJ0617.and adjusted by the National Geodetic Survey in February 1997..
 RJ0617
 RJ0617.The orthometric height was determined by differential leveling
 RJ0617.and adjusted by the National Geodetic Survey in June 1991..
 RJ0617
 RJ0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0617
 RJ0617.The geoid height was determined by GEOID03.
 RJ0617
 RJ0617.The dynamic height is computed by dividing the NAVD 88
 RJ0617.geopotential number by the normal gravity value computed on the
 RJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0617.degrees latitude (g = 980.6199 gals.).
 RJ0617
 RJ0617.The modeled gravity was interpolated from observed gravity values.
 RJ0617
 RJ0617;                    North         East     Units Scale Factor Converg.
 RJ0617;SPC MI N     -   192,727.611 8,207,144.821   MT  0.99990893   +1 57 01.8
 RJ0617;SPC MI N     -   632,308.44 26,926,328.15   iFT  0.99990893   +1 57 01.8
 RJ0617;UTM  16      - 5,151,545.509   707,116.944   MT  1.00012732   +1 57 27.7
 RJ0617
 RJ0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0617!SPC MI N     -   0.99997781  x   0.99990893  =   0.99988675
 RJ0617!UTM  16      -   0.99997781  x   1.00012732  =   1.00010513
 RJ0617
 RJ0617:                Primary Azimuth Mark                     Grid Az
 RJ0617:SPC MI N     -  TOPSAIL ISLAND OLD TOWER                 009 26 23.8
 RJ0617:UTM  16      -  TOPSAIL ISLAND OLD TOWER                 009 25 57.9
 RJ0617
 RJ0617|---------------------------------------------------------------------|
 RJ0617| PID    Reference Object                     Distance      Geod. Az  |
 RJ0617|                                                           dddmmss.s |
 RJ0617| RJ1034 TOPSAIL ISLAND OLD TOWER            APPROX. 1.2 KM 0112325.6 |
 RJ0617| RJ1032 BELLVIEW PARK FLAGPOLE              APPROX. 1.3 KM 0155850.0 |
 RJ0617| RJ0828 SHINGWAUK HOME CHURCH SPIRE         APPROX. 2.0 KM 0322750.6 |
 RJ0617| RJ1028 BAYFIELD ROCK R RNG LT              APPROX. 1.7 KM 0804900.2 |
 RJ0617| RJ1033 LITTLE RAPIDS CUT LT 98             255.309 METERS 09503     |
 RJ0617| RJ0123 907 6032 LITTLE RAPIDS              131.037 METERS 32614     |
 RJ0617| RJ1035 LITTLE RAPIDS CUT LT 99             139.173 METERS 33004     |
 RJ0617| RJ0853 SAULT STE MARIE ONTARIO TANK        APPROX. 6.0 KM 3482524.3 |
 RJ0617|---------------------------------------------------------------------|
 RJ0617
 RJ0617                          SUPERSEDED SURVEY CONTROL
 RJ0617
 RJ0617  NAD 83(1986)-  46 29 08.27488(N)    084 18 05.14878(W) AD(       ) 2
 RJ0617  NAD 83(1986)-  46 29 08.26610(N)    084 18 05.16697(W) AD(       ) 3
 RJ0617  NAD 27      -  46 29 08.19209(N)    084 18 05.03105(W) AD(       ) 3
 RJ0617  NGVD 29 (05/22/90)  178.17   (m)          584.5    (f) LEVELING    3  
 RJ0617
 RJ0617.Superseded values are not recommended for survey control.
 RJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0617.See file dsdata.txt to determine how the superseded data were derived.
 RJ0617
 RJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0711751546(NAD 83)
 RJ0617_MARKER: DD = SURVEY DISK
 RJ0617_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0617_SP_SET: CONCRETE CAISSON
 RJ0617_STAMPING: FERRY DOCK 1981
 RJ0617_MARK LOGO: NOS   
 RJ0617_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0617
 RJ0617  HISTORY     - Date     Condition        Report By
 RJ0617  HISTORY     - 1981     MONUMENTED       NOS
 RJ0617  HISTORY     - 1983     GOOD             NGS
 RJ0617  HISTORY     - 1986     GOOD             NOS
 RJ0617  HISTORY     - 1988     GOOD             USE
 RJ0617  HISTORY     - 19950603 GOOD             USPSQD
 RJ0617  HISTORY     - 20011029 GOOD             USPSQD
 RJ0617  HISTORY     - 20040824 GOOD             USPSQD
 RJ0617  HISTORY     - 20060829 GOOD             USPSQD
 RJ0617
 RJ0617                          STATION DESCRIPTION
 RJ0617
 RJ0617'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ0617'THE STATION IS LOCATED ON THE EAST SIDE OF SAULT STE MARIE, MI.
 RJ0617'AT THE FERRY DOCK TO SUGAR ISLAND.
 RJ0617'
 RJ0617'TO REACH THE STATION FROM THE JUNCTION OF ASHMUN STREET AND
 RJ0617'PORTAGE AVE. IN SAULT STE MARIE GO SOUTHEAST ON PORTAGE AVE.
 RJ0617'FOR 5.5 KILOMETERS(3.4 MILES) TO THE ENTRANCE TO THE SUGAR
 RJ0617'ISLAND FERRY DOCK.  DRIVE SOUTHWEST IN THE PARKING LOT TO
 RJ0617'THE BEGINNING OF THE ROAD TO THE PARK NEAR THE WATER AND
 RJ0617'THE VICINITY OF THE STATION.
 RJ0617'
 RJ0617'THE STATION IS A STANDARD NOS DISK
 RJ0617'STAMPED---FERRY DOCK 1981---,
 RJ0617'SET INTO A DRILL HOLE IN THE CONCRETE CAISSON SET FLUSH
 RJ0617'WITH THE GROUND.
 RJ0617'IT IS LOCATED
 RJ0617'13.56 METERS (44.5 FT) SOUTH FROM THE INSIDE EDGE OF THE LOADING
 RJ0617'RAMP,
 RJ0617'2.77 METERS (9.1 FT) NORTH FROM THE SOUTHERN EDGE OF THE SOUTHERN
 RJ0617'MOST CAISSON,
 RJ0617'2.56 METER (8.4 FT) WEST FROM THE EASTERN EDGE OF THE SOUTHERN
 RJ0617'MOST CAISSON, AND
 RJ0617'0.30 METER (1.0 FT) EAST FROM THE FACE OF THE SOUTHERN MOST
 RJ0617'MOORING POST.
 RJ0617'
 RJ0617'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 RJ0617
 RJ0617                          STATION RECOVERY (1983)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0617'5.5 KM (3.4 MI) SE FROM SAULT STE MARIE.
 RJ0617'5.5 KM (3.4 MI) SOUTHEAST ALONG EAST PORTAGE AVENUE AND RIVERSIDE
 RJ0617'DRIVE FROM THE JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, NEAR
 RJ0617'THE ENTRANCE TO THE ROTARY COMMUNITY PARK AND ABOUT 45.70 METERS
 RJ0617'(150.0 FT) SOUTHEAST OF THE SUGAR ISLAND FERRY LANDING, SET IN TOP OF
 RJ0617'THE CONCRETE CAISSON, 13.56 METERS (44.5 FT) SOUTHEAST OF THE
 RJ0617'SOUTHEAST EDGE OF A CONCRETE BOAT LANDING RAMP, 0.30 METERS (1.0 FT)
 RJ0617'EAST OF THE EAST FACE OF THE SOUTHERNMOST MOORING POST, 2.56 METERS
 RJ0617'(8.4 FT) WEST OF THE EAST EDGE OF THE SOUTHERNMOST CAISSON, 2.77
 RJ0617'METERS (9.1 FT) NORTH OF THE SOUTH EDGE OF THE SOUTHERNMOST CAISSON.
 RJ0617'THE MARK IS ABOVE LEVEL WITH PARKING LOT AREA.
 RJ0617
 RJ0617                          STATION RECOVERY (1986)
 RJ0617
 RJ0617'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ0617'THE STATION WAS RECOVERED AT THIS DATE.
 RJ0617'THE STATION WAS USED AS A CONTROLING STATION IN A TRAVERSE TO THE
 RJ0617'SOUTH TO NEEBISH ISLAND.
 RJ0617'
 RJ0617'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ0617'RECOVERED BY R DECROIX.
 RJ0617
 RJ0617                          STATION RECOVERY (1988)
 RJ0617
 RJ0617'RECOVERY NOTE BY US ENGINEERS 1988 (RAB)
 RJ0617'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST OF SAULT STE MARIE.
 RJ0617'36.4 KM (22.6 MI) NORTHEAST OF RUDYARD
 RJ0617'62.9 KM (39.1 MI) NORTH-NORTHWEST OF DETOUR VILLAGE IN SEC 9 T47N-R1E
 RJ0617'NEAR THE SOUTH MOORING DOCK OF THE SUGAR ISLAND FERRY.
 RJ0617'OWNERSHIP---SSSS
 RJ0617'
 RJ0617'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ0617'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ0617'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ0617'AVENUE, TURN RIGHT AND GO EAST FOR 3.7 KM (2.3 MI) ON PORTAGE
 RJ0617'AVENUE TO THE SUGAR ISLAND FERRY DRIVE, TURN LEFT TO THE FAR SIDE
 RJ0617'OF THE PARKING AREA AND THE STATION.
 RJ0617'
 RJ0617'THE STATION IS A STANDARD NOS DISK
 RJ0617'THAT IS STAMPED---FERRY DOCK 1981---,
 RJ0617'SET INTO A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, LOCATED
 RJ0617'2.4 METERS (8 FT) EAST-NORTHEAST TO WATER AND 2.7 METERS (9 FT)
 RJ0617'SOUTH-SOUTHEAST TO WATER, NEAR THE SOUTHERN MOST MOORING POST.
 RJ0617'
 RJ0617'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ0617
 RJ0617                          STATION RECOVERY (1995)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2001)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2004)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0617'RECOVERED IN GOOD CONDITION.
 RJ0617
 RJ0617                          STATION RECOVERY (2006)
 RJ0617
 RJ0617'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0180 ***********************************************************************
 RJ0180  DESIGNATION -  FERRY USLS
 RJ0180  PID         -  RJ0180
 RJ0180  STATE/COUNTY-  MI/CHIPPEWA
 RJ0180  USGS QUAD   -  OAK RIDGE (1976)
 RJ0180
 RJ0180                         *CURRENT SURVEY CONTROL
 RJ0180  ___________________________________________________________________
 RJ0180* NAD 83(1986)-  46 16 58.     (N)    084 12 55.     (W)     SCALED    
 RJ0180* NAVD 88     -       187.592  (meters)     615.46   (feet)  ADJUSTED  
 RJ0180  ___________________________________________________________________
 RJ0180  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0180  DYNAMIC HT  -         187.602 (meters)     615.49  (feet)  COMP
 RJ0180  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0180
 RJ0180  VERT ORDER  -  FIRST     CLASS 0
 RJ0180
 RJ0180.The horizontal coordinates were scaled from a topographic map and have
 RJ0180.an estimated accuracy of +/- 6 seconds.
 RJ0180
 RJ0180.The orthometric height was determined by differential leveling
 RJ0180.and adjusted by the National Geodetic Survey in June 1991..
 RJ0180
 RJ0180.The geoid height was determined by GEOID03.
 RJ0180
 RJ0180.The dynamic height is computed by dividing the NAVD 88
 RJ0180.geopotential number by the normal gravity value computed on the
 RJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0180.degrees latitude (g = 980.6199 gals.).
 RJ0180
 RJ0180.The modeled gravity was interpolated from observed gravity values.
 RJ0180
 RJ0180;                    North         East    Units  Estimated Accuracy
 RJ0180;SPC MI N     -   170,420.    8,214,550.      MT  (+/- 180 meters Scaled)
 RJ0180
 RJ0180                          SUPERSEDED SURVEY CONTROL
 RJ0180
 RJ0180.No superseded survey control is available for this station.
 RJ0180
 RJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS145292(NAD 83)
 RJ0180_MARKER: Z = SEE DESCRIPTION
 RJ0180_SETTING: 80 = SET IN A BOULDER
 RJ0180_SP_SET: BOULDER
 RJ0180_MARK LOGO: USLS  
 RJ0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0180+STABILITY: SURFACE MOTION
 RJ0180
 RJ0180  HISTORY     - Date     Condition        Report By
 RJ0180  HISTORY     - 1969     MONUMENTED       USLS
 RJ0180  HISTORY     - 1969     GOOD             USLS
 RJ0180  HISTORY     - 1983     GOOD             NGS
 RJ0180
 RJ0180                          STATION DESCRIPTION
 RJ0180
 RJ0180'DESCRIBED BY US LAKE SURVEY 1969
 RJ0180'3.3 MI ESE FROM BARBEAU.
 RJ0180'FERRY, IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 3.3 MILES EAST
 RJ0180'SOUTHEAST OF BARBEAU, 0.7 MILE SOUTH AND SOUTHEAST OF
 RJ0180'INTERSECTION OF RIVER AND NEEBISH ROADS, NEAR Y-INTERSECTION
 RJ0180'LEADING TO NEEBISH ISLAND FERRY, 34.0 FEET SOUTH OF A ROAD
 RJ0180'CURVE SIGN, 36.5 FEET NORTH OF UTILITY POLE NO. 313/24-CES,
 RJ0180'34.5 FEET WEST OF CENTERLINE OF RIVER ROAD, 2-FEET ABOVE THE
 RJ0180'GROUND, BEING HIGHEST POINT IN A 2 X 3-INCH RECTANGLE CUT ON
 RJ0180'TOP OF A 5-FOOT DIAMETER BLOCK BOULDER.
 RJ0180
 RJ0180                          STATION RECOVERY (1983)
 RJ0180
 RJ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0180'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.7 KM (2.9
 RJ0180'MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, THENCE
 RJ0180'1.2 KM (0.75 MI) SOUTH ALONG SCENIC ROAD (RIVER ROAD), NEAR THE
 RJ0180'ENTRANCE ROAD TO THE NEEBISH ISLAND FERRY LANDING LEADING NORTHEAST.
 RJ0180'MARK IS THE HIGH POINT IN A 2 BY 3 INCH RECTANGLE CUT ON TOP OF A 5
 RJ0180'FOOT DIAMETER BLACK BOULDER, 16.5 METERS (54.0 FT) SOUTH OF A ROAD
 RJ0180'CURVE SIGN, 11.1 METERS (36.5 FT) NORTH OF UTILITY POLE NUMBER
 RJ0180'313-24CES, AND 10.5 METERS (34.5 FT) SOUTHWEST OF THE CENTERLINE OF
 RJ0180'SCENIC ROAD (RIVER ROAD).
 RJ0180'THE MARK IS 0.91 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0007 ***********************************************************************
 QJ0007  DESIGNATION -  FH
 QJ0007  PID         -  QJ0007
 QJ0007  STATE/COUNTY-  MI/ALPENA
 QJ0007  USGS QUAD   -  ALPENA (1971)
 QJ0007
 QJ0007                         *CURRENT SURVEY CONTROL
 QJ0007  ___________________________________________________________________
 QJ0007* NAD 83(1986)-  45 03 49.     (N)    083 26 02.     (W)     SCALED    
 QJ0007* NAVD 88     -       180.373  (meters)     591.77   (feet)  ADJUSTED  
 QJ0007  ___________________________________________________________________
 QJ0007  GEOID HEIGHT-         -36.48  (meters)                     GEOID03
 QJ0007  DYNAMIC HT  -         180.360 (meters)     591.73  (feet)  COMP
 QJ0007  MODELED GRAV-     980,544.0   (mgal)                       NAVD 88
 QJ0007
 QJ0007  VERT ORDER  -  FIRST     CLASS II
 QJ0007
 QJ0007.The horizontal coordinates were scaled from a topographic map and have
 QJ0007.an estimated accuracy of +/- 6 seconds.
 QJ0007
 QJ0007.The orthometric height was determined by differential leveling
 QJ0007.and adjusted by the National Geodetic Survey in June 1991..
 QJ0007
 QJ0007.The geoid height was determined by GEOID03.
 QJ0007
 QJ0007.The dynamic height is computed by dividing the NAVD 88
 QJ0007.geopotential number by the normal gravity value computed on the
 QJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0007.degrees latitude (g = 980.6199 gals.).
 QJ0007
 QJ0007.The modeled gravity was interpolated from observed gravity values.
 QJ0007
 QJ0007;                    North         East    Units  Estimated Accuracy
 QJ0007;SPC MI C     -   194,540.    6,073,460.      MT  (+/- 180 meters Scaled)
 QJ0007
 QJ0007                          SUPERSEDED SURVEY CONTROL
 QJ0007
 QJ0007  NGVD 29 (??/??/92)  180.53   (m)          592.3    (f) COMPUTED    1 2
 QJ0007
 QJ0007.Superseded values are not recommended for survey control.
 QJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0007.See file dsdata.txt to determine how the superseded data were derived.
 QJ0007
 QJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK083928(NAD 83)
 QJ0007_MARKER: DD = SURVEY DISK
 QJ0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QJ0007_SP_SET: BUILDING
 QJ0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0007
 QJ0007  HISTORY     - Date     Condition        Report By
 QJ0007  HISTORY     - UNK      MONUMENTED       USLS
 QJ0007  HISTORY     - 1934     GOOD             NGS
 QJ0007  HISTORY     - 1966     MARK NOT FOUND   NGS
 QJ0007  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0007
 QJ0007                          STATION DESCRIPTION
 QJ0007
 QJ0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QJ0007'IN ALPENA.
 QJ0007'AT ALPENA, ALPENA COUNTY, IN THE SOUTHEAST FACE OF FIRE HOUSE 1,
 QJ0007'30 FEET SOUTHWEST OF THE SOUTHWEST CURB OF RIVER STREET, 18.5
 QJ0007'FEET NORTHWEST OF THE NORTHWEST CURB OF THIRD STREET, 18 FEET
 QJ0007'SOUTHWEST OF THE EAST CORNER OF THE BUILDING, AND 3.4 FEET
 QJ0007'HIGHER THAN THE SIDEWALK.  A U.S. LAKE SURVEY STANDARD DISK,
 QJ0007'SET VERTICALLY.
 QJ0007
 QJ0007                          STATION RECOVERY (1966)
 QJ0007
 QJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QJ0007'MARK NOT FOUND.
 QJ0007
 QJ0007                          STATION RECOVERY (1999)
 QJ0007
 QJ0007'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1109 ***********************************************************************
 RJ1109  DESIGNATION -  FIBRE
 RJ1109  PID         -  RJ1109
 RJ1109  STATE/COUNTY-  MI/CHIPPEWA
 RJ1109  USGS QUAD   -  FIBRE (1976)
 RJ1109
 RJ1109                         *CURRENT SURVEY CONTROL
 RJ1109  ___________________________________________________________________
 RJ1109* NAD 83(1994)-  46 12 21.37117(N)    084 43 05.60861(W)     ADJUSTED  
 RJ1109* NAVD 88     -       210.8    (meters)     692.     (feet)  GPS OBS   
 RJ1109  ___________________________________________________________________
 RJ1109  X           -     407,057.263 (meters)                     COMP
 RJ1109  Y           -  -4,403,171.102 (meters)                     COMP
 RJ1109  Z           -   4,581,245.269 (meters)                     COMP
 RJ1109  LAPLACE CORR-          -5.92  (seconds)                    DEFLEC99
 RJ1109  ELLIP HEIGHT-         174.92  (meters)          (07/12/02) GPS OBS
 RJ1109  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 RJ1109
 RJ1109  HORZ ORDER  -  FIRST
 RJ1109  ELLP ORDER  -  FOURTH    CLASS II
 RJ1109
 RJ1109.The horizontal coordinates were established by GPS observations
 RJ1109.and adjusted by the National Geodetic Survey in September 1995..
 RJ1109
 RJ1109.The orthometric height was determined by GPS observations and a
 RJ1109.high-resolution geoid model.
 RJ1109
 RJ1109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1109
 RJ1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1109
 RJ1109.The ellipsoidal height was determined by GPS observations
 RJ1109.and is referenced to NAD 83.
 RJ1109
 RJ1109.The geoid height was determined by GEOID03.
 RJ1109
 RJ1109;                    North         East     Units Scale Factor Converg.
 RJ1109;SPC MI N     -   160,647.758 8,176,055.703   MT  0.99990379   +1 38 57.3
 RJ1109;SPC MI N     -   527,059.57 26,824,329.73   iFT  0.99990379   +1 38 57.3
 RJ1109;UTM  16      - 5,119,459.569   676,024.624   MT  0.99998090   +1 38 50.9
 RJ1109
 RJ1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1109!SPC MI N     -   0.99997258  x   0.99990379  =   0.99987637
 RJ1109!UTM  16      -   0.99997258  x   0.99998090  =   0.99995348
 RJ1109
 RJ1109:                Primary Azimuth Mark                     Grid Az
 RJ1109:SPC MI N     -  BLACK                                    006 12 34.9
 RJ1109:UTM  16      -  BLACK                                    006 12 41.3
 RJ1109
 RJ1109|---------------------------------------------------------------------|
 RJ1109| PID    Reference Object                     Distance      Geod. Az  |
 RJ1109|                                                           dddmmss.s |
 RJ1109| RJ1098 BLACK                               APPROX. 6.2 KM 0075132.2 |
 RJ1109| CH1134 FIBRE RM 1                           17.332 METERS 11520     |
 RJ1109| CH1133 FIBRE AZ MK                                        1824802.6 |
 RJ1109| RJ1110 TT 41 EV USGS 1965                   16.995 METERS 34548     |
 RJ1109|---------------------------------------------------------------------|
 RJ1109
 RJ1109                          SUPERSEDED SURVEY CONTROL
 RJ1109
 RJ1109  ELLIP H (09/20/95)  174.92   (m)                       GP(       ) 1 2
 RJ1109  NAD 83(1986)-  46 12 21.36589(N)    084 43 05.60401(W) AD(       ) 2
 RJ1109  NAD 27      -  46 12 21.30609(N)    084 43 05.40877(W) AD(       ) 2
 RJ1109  NGVD 29 (03/27/91)  210.5    (m)          691.     (f) GPS OBS        
 RJ1109
 RJ1109.Superseded values are not recommended for survey control.
 RJ1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1109.See file dsdata.txt to determine how the superseded data were derived.
 RJ1109
 RJ1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7602519460(NAD 83)
 RJ1109_MARKER: DS = TRIANGULATION STATION DISK
 RJ1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1109_SP_SET: CONCRETE POST
 RJ1109_STAMPING: FIBRE 1965
 RJ1109_MARK LOGO: CGS   
 RJ1109_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1109+STABILITY: SURFACE MOTION
 RJ1109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1109+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994
 RJ1109
 RJ1109  HISTORY     - Date     Condition        Report By
 RJ1109  HISTORY     - 1965     MONUMENTED       CGS
 RJ1109  HISTORY     - 1965     GOOD             CGS
 RJ1109  HISTORY     - 19890811 GOOD             NGS
 RJ1109  HISTORY     - 19940627 GOOD             NGS
 RJ1109
 RJ1109                          STATION DESCRIPTION
 RJ1109
 RJ1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1109'STATION IS ABOUT 6 MILES SOUTHWEST OF RUDYARD, 1/2 MILE EAST OF
 RJ1109'FIBRE, AT THE WEST
 RJ1109'EDGE OF AN OPEN FIELD BETWEEN THE OLD FIBRE SCHOOL HOUSE AND
 RJ1109'THE RAILROAD, AND ON PROPERTY
 RJ1109'OWNED BY MR. DOYLE THOMAS.
 RJ1109'
 RJ1109'TO REACH THE STATION FROM THE RAILROAD CROSSING JUST NORTH OF THE
 RJ1109'POST OFFICE IN
 RJ1109'FIBRE, GO NORTH AND EAST ON A BLACKTOP ROAD FOR 0.65 MILE TO A
 RJ1109'CROSSROAD.  TURN RIGHT AND
 RJ1109'GO SOUTH ON A GRAVELED ROAD FOR 0.25 MILE TO THE
 RJ1109'STATION ON THE LEFT.
 RJ1109'
 RJ1109'STATION MARKS ARE STANDARD DISKS STAMPED FIBRE 1965.  THE SURFACE
 RJ1109'DISK IS SET IN A
 RJ1109'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 65
 RJ1109'FEET SOUTH OF A TELEPHONE
 RJ1109'POLE, 39 FEET EAST OF THE CENTER OF A GRAVELED
 RJ1109'ROAD, 36 FEET NORTH OF THE NORTHWEST CORNER
 RJ1109'OF THE OLD FIBRE SCHOOL
 RJ1109'HOUSE AND 4.5 FEET NORTHEAST OF A METAL WITNESS POST.  THE
 RJ1109'UNDERGROUND DISK IS
 RJ1109'SET IN AN IRREGULAR MASS OF CONCRETE 38 INCHES BELOW THE GROUND
 RJ1109'SURFACE.
 RJ1109'
 RJ1109'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FIBRE NO 1 1965, IS SET
 RJ1109'IN A ROUND
 RJ1109'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 27.5 FEET
 RJ1109'NORTHEAST OF THE NORTHEAST
 RJ1109'CORNER OF THE OLD SCHOOL AND 1.6 FEET NORTH OF
 RJ1109'A METAL WITNESS POST.
 RJ1109'
 RJ1109'BENCH MARK TT 41 EV, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 RJ1109'TT 41 EV 1952, IS
 RJ1109'SET IN A 6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 RJ1109'4 INCHES.  IT IS 51 FEET SOUTH OF
 RJ1109'THE SOUTH RAIL OF A RAILROAD TRACK, 26
 RJ1109'FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 11
 RJ1109'FEET SOUTHWEST OF THE
 RJ1109'TELEPHONE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 RJ1109'
 RJ1109'AZIMUTH MARK, A STANDARD DISK STAMPED FIBRE 1965, IS SET IN A ROUND
 RJ1109'CONCRETE MONUMENT
 RJ1109'WHICH PROJECTS 4 INCHES.  IT IS 34 FEET WEST OF THE
 RJ1109'CENTER OF A GRAVELED ROAD, 22 FEET
 RJ1109'NORTH OF A TELEPHONE POLE AND 1.7 FEET
 RJ1109'NORTHWEST OF A METAL WITNESS POST.
 RJ1109'
 RJ1109'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON A GRAVELED
 RJ1109'ROAD FOR 0.15 MILE
 RJ1109'TO THE AZIMUTH MARK ON THE RIGHT.
 RJ1109'
 RJ1109'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1109
 RJ1109                          STATION RECOVERY (1965)
 RJ1109
 RJ1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 RJ1109'RECOVERED IN GOOD CONDITION.
 RJ1109
 RJ1109                          STATION RECOVERY (1989)
 RJ1109
 RJ1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RJ1109'THE STATION IS LOCATED ABOUT 20.2 KM (12.55 MI) NORTHEAST OF OZARK,
 RJ1109'9.7 KM (6.05 MI) SOUTHWEST OF RUDYARD AND 1.1 KM (0.70 MI) EAST OF
 RJ1109'FIBRE.  OWNERSHIP--DOYLE THOMAS.  PHONE IS 906-478-6251.  HE LIVES IN
 RJ1109'THE HOUSE JUST SOUTH OF THE STATION.
 RJ1109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND COUNTY
 RJ1109'ROAD H 40 IN TROUT LAKE, GO SOUTHEAST ON HIGHWAY 123 AND COUNTY ROAD H
 RJ1109'40 FOR 1.56 KM (0.95 MI) TO THE JUNCTION OF COUNTY ROAD H 40 ON THE
 RJ1109'LEFT AT A SIGN RUDYARD.  TURN LEFT AND GO EASTERLY ON COUNTY ROAD H 40
 RJ1109'FOR 23.49 KM (14.60 MI) TO A RAILROAD CROSSING AND THE FIBRE COUNTRY
 RJ1109'STORE AND POST OFFICE ON THE LEFT.  CONTINUE NORTH AND EAST ON COUNTY
 RJ1109'ROAD H 40 FOR 1.06 KM (0.65 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 RJ1109'AND GO SOUTH ON BEARCREEK ROAD FOR 0.31 KM (0.20 MI) TO THE OLD FIBRE
 RJ1109'BRICK SCHOOL BUILDING AND THE STATION ON THE LEFT, JUST AFTER CROSSING
 RJ1109'THE SOO LINE RAILROAD.
 RJ1109'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A ROUND CONCRETE
 RJ1109'MONUMENT 30 CM IN DIAMETER AND PROJECTS 19 CM ABOVE THE GROUND.
 RJ1109'LOCATED 31.8 M (104.3 FT) SOUTH OF THE NEAR RAIL OF THE SOO LINE
 RJ1109'RAILROAD, 12.0 M (39.4 FT) EAST OF THE CENTER OF BEARCREEK ROAD, 11.0
 RJ1109'M (36.1 FT) NORTH OF THE NORTHWEST CORNER OF THE OLD FIBRE SCHOOL
 RJ1109'BUILDING, 3.0 M (9.8 FT) EAST OF A FENCE AND 1.5 M (4.9 FT) NORTHEAST
 RJ1109'OF A METAL WITNESS POST.
 RJ1109'DESCRIBED BY E.J. HANSMANN.
 RJ1109
 RJ1109                          STATION RECOVERY (1994)
 RJ1109
 RJ1109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ1109'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF RUDYARD, 1 KM
 RJ1109'(0.60 MI) EAST OF FIBRE, IN THE SIDE YARD OF THE OLD FIBRE SCHOOL, IN
 RJ1109'LOW WEEDS, BETWEEN THE BUILDING AND A RAILROAD TRACK.  PREVIOUS OWNER
 RJ1109'LIVED IN HOUSE ON SOUTH SIDE OF THE SCHOOL BUILDING.  OWNERSHIP--FAY
 RJ1109'THOMAS, PHONE 906-478-7430.  TO REACH FROM THE OVERPASS AT THE
 RJ1109'JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY 48 WEST (EXIT 373)
 RJ1109', JUST EAST OF RUDYARD, GO WEST ON HIGHWAY 48 FOR 2.38 KM (1.45 MI) TO
 RJ1109'A T-ROAD AT RUDYARD.  TURN RIGHT, NORTH, ON COUNTY ROAD H 63 FOR 0.20
 RJ1109'KM (0.10 MI) TO A ROAD LEFT JUST BEFORE REACHING A FORK.  TURN LEFT,
 RJ1109'WEST, WINDING THROUGH TOWN, ON COUNTY ROAD H 40 FOR 10.50 KM (6.50 MI)
 RJ1109'TO A GRAVEL ROAD LEFT (BISCUIT ROAD) IN A CURVE . CONTINUE AHEAD FOR
 RJ1109'1.61 KM (1.00 MI) TO AN OFFSET GRAVEL CROSSROAD. TURN LEFT, SOUTH, ON
 RJ1109'BEARCREEK ROAD FOR 0.31 KM (0.20 MI) TO THE STATION ON THE LEFT JUST
 RJ1109'PAST THE RAILROAD TRACK.  STATION PROJECTS 20 CM ABOVE GROUND.  IT IS
 RJ1109'31.8 M (104.3 FT) SOUTH OF THE SOUTH RAIL OF THE TRACK, 10.6 M (34.8
 RJ1109'FT) EAST OF THE ROAD CENTER, 11.0 M (36.1 FT) NORTH OF THE NORTHWEST
 RJ1109'CORNER OF THE BUILDING, 2.8 M (9.2 FT) EAST OF A FENCE, AND 1.4 M (4.6
 RJ1109'FT) NORTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0200 ***********************************************************************
 PL0200  DESIGNATION -  FIFE LAKE
 PL0200  PID         -  PL0200
 PL0200  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0200  USGS QUAD   -  FIFE LAKE (1985)
 PL0200
 PL0200                         *CURRENT SURVEY CONTROL
 PL0200  ___________________________________________________________________
 PL0200* NAD 83(1986)-  44 34 34.     (N)    085 20 58.     (W)     SCALED    
 PL0200* NAVD 88     -       316.424  (meters)    1038.13   (feet)  ADJUSTED  
 PL0200  ___________________________________________________________________
 PL0200  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 PL0200  DYNAMIC HT  -         316.392 (meters)    1038.03  (feet)  COMP
 PL0200  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 PL0200
 PL0200  VERT ORDER  -  SECOND    CLASS 0
 PL0200
 PL0200.The horizontal coordinates were scaled from a topographic map and have
 PL0200.an estimated accuracy of +/- 6 seconds.
 PL0200
 PL0200.The orthometric height was determined by differential leveling
 PL0200.and adjusted by the National Geodetic Survey in June 1991..
 PL0200
 PL0200.The geoid height was determined by GEOID03.
 PL0200
 PL0200.The dynamic height is computed by dividing the NAVD 88
 PL0200.geopotential number by the normal gravity value computed on the
 PL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0200.degrees latitude (g = 980.6199 gals.).
 PL0200
 PL0200.The modeled gravity was interpolated from observed gravity values.
 PL0200
 PL0200;                    North         East    Units  Estimated Accuracy
 PL0200;SPC MI C     -   140,420.    5,921,950.      MT  (+/- 180 meters Scaled)
 PL0200
 PL0200                          SUPERSEDED SURVEY CONTROL
 PL0200
 PL0200  NGVD 29 (??/??/92)  316.512  (m)         1038.42   (f) ADJ UNCH    2 0
 PL0200
 PL0200.Superseded values are not recommended for survey control.
 PL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0200.See file dsdata.txt to determine how the superseded data were derived.
 PL0200
 PL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ310371(NAD 83)
 PL0200_MARKER: DB = BENCH MARK DISK
 PL0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0200_SP_SET: CONCRETE FOUNDATION
 PL0200_STAMPING: FIFE LAKE 1934
 PL0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0200
 PL0200  HISTORY     - Date     Condition        Report By
 PL0200  HISTORY     - 1934     MONUMENTED       CGS
 PL0200  HISTORY     - 1983     GOOD             USGS
 PL0200  HISTORY     - 19831018 GOOD             USPSQD
 PL0200  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PL0200  HISTORY     - 19991004 GOOD             USPSQD
 PL0200
 PL0200                          STATION DESCRIPTION
 PL0200
 PL0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0200'AT FIFE LAKE.
 PL0200'AT FIFE LAKE, GRAND TRAVERSE COUNTY, ON THE PENNSYLVANIA
 PL0200'RAILROAD, 13 YARDS NORTH OF THE SEMAPHORE IN FRONT OF THE
 PL0200'STATION, 8 YARDS WEST OF THE CROSSING OF STATE STREET, AT THE
 PL0200'CROSSING STOPLIGHT SIGNAL AT THE NORTHWEST SIDE OF THE CROSSING,
 PL0200'IN THE TOP OF THE CONCRETE FOUNDATION, 18 INCHES NORTHEAST OF THE
 PL0200'NORTHEAST EDGE OF THE CONCRETE SIDEWALK ALONG THE SOUTHWEST
 PL0200'SIDE OF STATE STREET, AND 3 YARDS NORTHWEST OF THE NORTHWEST
 PL0200'RAIL.  A STANDARD DISK, STAMPED FIFE LAKE 1934.
 PL0200
 PL0200                          STATION RECOVERY (1983)
 PL0200
 PL0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0200'AT FIFE LAKE, GRAND TRAVERSE COUNTY, T 25 N, R 8 AND 9 W, NEAR WEST
 PL0200'QUARTER OF SECTION 12, ON THE PENNSYLVANIA RAILROAD AT THE CROSSING
 PL0200'ON STATE STREET ALONG THE SOUTHWEST SIDE, 7.00 MILES SOUTHWEST AND
 PL0200'3.65 MILES NORTHWEST OF RAILROAD AT ROAD CROSSING, IN THE SOUTHWEST
 PL0200'CORNER OF THE BASE OF THE FLAHING SIGNAL LIGHT.
 PL0200
 PL0200                          STATION RECOVERY (1983)
 PL0200
 PL0200'RECOVERY NOTE BY US POWER SQUADRON 1983 (DFP)
 PL0200'RECOVERED IN GOOD CONDITION.
 PL0200
 PL0200                          STATION RECOVERY (1989)
 PL0200
 PL0200'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0200'MARK NOT FOUND.
 PL0200
 PL0200                          STATION RECOVERY (1999)
 PL0200
 PL0200'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0569 ***********************************************************************
 PM0569  DESIGNATION -  FILER CITY FIBER PAPER CO STK
 PM0569  PID         -  PM0569
 PM0569  STATE/COUNTY-  MI/MANISTEE
 PM0569  USGS QUAD   -  
 PM0569
 PM0569                         *CURRENT SURVEY CONTROL
 PM0569  ___________________________________________________________________
 PM0569* NAD 83(1994)-  44 12 54.90776(N)    086 17 02.96038(W)     ADJUSTED  
 PM0569* NAVD 88     -                                                        
 PM0569  ___________________________________________________________________
 PM0569  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 PM0569  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 PM0569
 PM0569  HORZ ORDER  -  THIRD
 PM0569
 PM0569.The horizontal coordinates were established by classical geodetic methods
 PM0569.and adjusted by the National Geodetic Survey in February 1997..
 PM0569
 PM0569
 PM0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0569
 PM0569.The geoid height was determined by GEOID03.
 PM0569
 PM0569;                    North         East     Units Scale Factor Converg.
 PM0569;SPC MI C     -   101,664.140 5,846,777.990   MT  0.99999284   -1 21 16.3
 PM0569;SPC MI C     -   333,543.77 19,182,342.49   iFT  0.99999284   -1 21 16.3
 PM0569;UTM  16      - 4,896,029.996   557,184.327   MT  0.99964022   +0 29 57.2
 PM0569
 PM0569                          SUPERSEDED SURVEY CONTROL
 PM0569
 PM0569  NAD 83(1986)-  44 12 54.91157(N)    086 17 02.96195(W) AD(       ) 4
 PM0569  NAD 27      -  44 12 54.90011(N)    086 17 02.65759(W) AD(       ) 3
 PM0569
 PM0569.Superseded values are not recommended for survey control.
 PM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0569.See file dsdata.txt to determine how the superseded data were derived.
 PM0569
 PM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5718496030(NAD 83)
 PM0569_MARKER: 63 = STACK
 PM0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0569+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 PM0569
 PM0569  HISTORY     - Date     Condition        Report By
 PM0569  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0569  HISTORY     - 1965     GOOD             USLS
 PM0569  HISTORY     - 1966     GOOD             CGS
 PM0569  HISTORY     - 1990     GOOD             USPSQD
 PM0569  HISTORY     - 1991     GOOD             USPSQD
 PM0569  HISTORY     - 20010331 GOOD             NGS
 PM0569  HISTORY     - 20011013 GOOD             USPSQD
 PM0569  HISTORY     - 20031209 GOOD             USPSQD
 PM0569
 PM0569                          STATION DESCRIPTION
 PM0569
 PM0569'DESCRIBED BY US LAKE SURVEY 1965
 PM0569'STATION RECOVERED.
 PM0569
 PM0569                          STATION RECOVERY (1966)
 PM0569
 PM0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (ETO)
 PM0569'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (1990)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (1991)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (2001)
 PM0569
 PM0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0569'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0569' 
 PM0569
 PM0569                          STATION RECOVERY (2001)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
 PM0569
 PM0569                          STATION RECOVERY (2003)
 PM0569
 PM0569'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 PM0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0024 ***********************************************************************
 NE0024  DESIGNATION -  FILTER USLS
 NE0024  PID         -  NE0024
 NE0024  STATE/COUNTY-  MI/ST CLAIR
 NE0024  USGS QUAD   -  ST CLAIR (1991)
 NE0024
 NE0024                         *CURRENT SURVEY CONTROL
 NE0024  ___________________________________________________________________
 NE0024* NAD 83(1986)-  42 49 32.     (N)    082 29 06.     (W)     SCALED    
 NE0024* NAVD 88     -       177.109  (meters)     581.07   (feet)  ADJUSTED  
 NE0024  ___________________________________________________________________
 NE0024  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0024  DYNAMIC HT  -         177.061 (meters)     580.91  (feet)  COMP
 NE0024  MODELED GRAV-     980,350.4   (mgal)                       NAVD 88
 NE0024
 NE0024  VERT ORDER  -  FIRST     CLASS 0
 NE0024
 NE0024.The horizontal coordinates were scaled from a topographic map and have
 NE0024.an estimated accuracy of +/- 6 seconds.
 NE0024
 NE0024.The orthometric height was determined by differential leveling
 NE0024.and adjusted by the National Geodetic Survey in June 1991..
 NE0024
 NE0024.The geoid height was determined by GEOID03.
 NE0024
 NE0024.The dynamic height is computed by dividing the NAVD 88
 NE0024.geopotential number by the normal gravity value computed on the
 NE0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0024.degrees latitude (g = 980.6199 gals.).
 NE0024
 NE0024.The modeled gravity was interpolated from observed gravity values.
 NE0024
 NE0024;                    North         East    Units  Estimated Accuracy
 NE0024;SPC MI S     -   148,960.    4,153,840.      MT  (+/- 180 meters Scaled)
 NE0024
 NE0024                          SUPERSEDED SURVEY CONTROL
 NE0024
 NE0024  NGVD 29 (??/??/??)  177.232  (m)          581.47   (f) ADJUSTED    1 0
 NE0024
 NE0024.Superseded values are not recommended for survey control.
 NE0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0024.See file dsdata.txt to determine how the superseded data were derived.
 NE0024
 NE0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH786425(NAD 83)
 NE0024_MARKER: P = PIPE CAP
 NE0024_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0024_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0024_PROJECTION: RECESSED 40 CENTIMETERS
 NE0024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0024_ROD/PIPE-DEPTH: 10.6 meters
 NE0024_SLEEVE-DEPTH  : 10.4 meters
 NE0024
 NE0024  HISTORY     - Date     Condition        Report By
 NE0024  HISTORY     - 1970     MONUMENTED       USLS
 NE0024  HISTORY     - 1970     GOOD             USLS
 NE0024  HISTORY     - 1980     GOOD             NGS
 NE0024  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0024  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0024  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0024
 NE0024                          STATION DESCRIPTION
 NE0024
 NE0024'DESCRIBED BY US LAKE SURVEY 1970
 NE0024'AT ST CLAIR.
 NE0024'FILTER IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE ST.
 NE0024'CLAIR WATER FILTER PLANT, 120 FEET EAST OF CENTERLINE OF RIVERSIDE
 NE0024'AVENUE (HIGHWAY 29), 74.2 FEET EAST SOUTHEAST OF SOUTHWEST
 NE0024'CORNER OF FILTER BUILDING, 45.5 FEET NORTHWEST OF OUTER EDGE
 NE0024'OF INNER ANGLE IN STEEL CAPPED RETAINING WALL, 39.8 FEET SOUTH
 NE0024'SOUTHEAST OF NORTHEAST CORNER OF FILTER BUILDING, 19.9 FEET
 NE0024'WEST OF OUTER EDGE OF STEEL CAPPED RETAINING WALL, 4.8 FEET
 NE0024'SOUTHEAST OF SOUTHEAST CORNER OF FILTER BUILDING, 1 1/2-FEET
 NE0024'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0024'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED
 NE0024'STEEL PIPE, 35 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 NE0024'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 NE0024'DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND
 NE0024'SURFACE.  NOTE-- PREV. DESIG. BM FILTER 1970
 NE0024
 NE0024                          STATION RECOVERY (1980)
 NE0024
 NE0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0024'IN ST CLAIR, AT THE SOUTHEAST CORNER OF THE MOST SOUTHERLY BRICK
 NE0024'BUILDING OF THE ST CLAIR WATER FILTER PLANT ON HIGHWAY 29, DIRECTLY
 NE0024'ACROSS THE HIGHWAY FROM THE NORTH END OF THE RIVERVIEW PLAZA, 36.6
 NE0024'METERS (120.0 FEET) EAST OF THE CENTER LINE OF HIGHWAY 29, 6.0 METERS
 NE0024'(20.0 FEET) WEST OF THE STEEL BULKHEAD, 1.46 METERS (4.8 FEET)
 NE0024'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, NOTE, THIS MARK
 NE0024'IS THE TOP OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH
 NE0024'GALVANIZED PIPE, AT THIS TIME IT WAS ENCASED IN A 5-INCH PVC
 NE0024'PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED FILTER.
 NE0024'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0024
 NE0024                          STATION RECOVERY (1987)
 NE0024
 NE0024'RECOVERY NOTE BY US POWER SQUADRON 1987
 NE0024'MARK NOT FOUND.
 NE0024
 NE0024                          STATION RECOVERY (1999)
 NE0024
 NE0024'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0024'MARK NOT FOUND.
 NE0024
 NE0024                          STATION RECOVERY (2005)
 NE0024
 NE0024'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0024'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0292 ***********************************************************************
 QJ0292  DESIGNATION -  FINLEY
 QJ0292  PID         -  QJ0292
 QJ0292  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0292  USGS QUAD   -  HILLMAN NE (1986)
 QJ0292
 QJ0292                         *CURRENT SURVEY CONTROL
 QJ0292  ___________________________________________________________________
 QJ0292* NAD 83(1994)-  45 13 52.65953(N)    083 51 36.81234(W)     ADJUSTED  
 QJ0292* NAVD 88     -       258.     (meters)     846.     (feet)  SCALED    
 QJ0292  ___________________________________________________________________
 QJ0292  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 QJ0292  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 QJ0292
 QJ0292  HORZ ORDER  -  THIRD
 QJ0292
 QJ0292.The horizontal coordinates were established by classical geodetic methods
 QJ0292.and adjusted by the National Geodetic Survey in February 1997..
 QJ0292
 QJ0292.The orthometric height was scaled from a topographic map.
 QJ0292
 QJ0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0292
 QJ0292.The geoid height was determined by GEOID03.
 QJ0292
 QJ0292;                    North         East     Units Scale Factor Converg.
 QJ0292;SPC MI C     -   212,878.568 6,039,767.060   MT  0.99992531   +0 21 27.9
 QJ0292;SPC MI C     -   698,420.50 19,815,508.73   iFT  0.99992531   +0 21 27.9
 QJ0292;UTM  17      - 5,012,625.079   275,479.917   MT  1.00021985   -2 01 53.3
 QJ0292
 QJ0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0292!SPC MI C     -   0.99996528  x   0.99992531  =   0.99989059
 QJ0292!UTM  17      -   0.99996528  x   1.00021985  =   1.00018512
 QJ0292
 QJ0292:                Primary Azimuth Mark                     Grid Az
 QJ0292:SPC MI C     -  POSEN ST CASIMIR CATH CH SPIRE           068 21 29.6
 QJ0292:UTM  17      -  POSEN ST CASIMIR CATH CH SPIRE           070 44 50.8
 QJ0292
 QJ0292|---------------------------------------------------------------------|
 QJ0292| PID    Reference Object                     Distance      Geod. Az  |
 QJ0292|                                                           dddmmss.s |
 QJ0292| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.13.7 KM 0684257.5 |
 QJ0292| CH1136 FINLEY RM 1                          23.892 METERS 17835     |
 QJ0292| CH1137 FINLEY RM 2                           8.439 METERS 26732     |
 QJ0292| CH1135 FINLEY AZ MK                                       3443403.7 |
 QJ0292|---------------------------------------------------------------------|
 QJ0292
 QJ0292                          SUPERSEDED SURVEY CONTROL
 QJ0292
 QJ0292  NAD 83(1986)-  45 13 52.65097(N)    083 51 36.81241(W) AD(       ) 3
 QJ0292  NAD 27      -  45 13 52.61100(N)    083 51 36.82700(W) AD(       ) 3
 QJ0292
 QJ0292.Superseded values are not recommended for survey control.
 QJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0292.See file dsdata.txt to determine how the superseded data were derived.
 QJ0292
 QJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7548012625(NAD 83)
 QJ0292_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0292
 QJ0292  HISTORY     - Date     Condition        Report By
 QJ0292  HISTORY     - 1956     MONUMENTED       CGS
 QJ0292
 QJ0292                          STATION DESCRIPTION
 QJ0292
 QJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0292'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF RODGERS CITY AND ABOUT
 QJ0292'8 MILES WEST OF POSEN, ON
 QJ0292'THE NORTH SIDE OF A SAND ROAD AND ON THE PROPERTY OF MR. HAROLD
 QJ0292'FINLEY.  IT IS 39 FEET NORTH OF THE
 QJ0292'CENTER LINE OF THE SAND ROAD, 134 FEET SOUTH OF THE
 QJ0292'SOUTHEAST CORNER OF A CONCRETE BUILDING, 6 FEET WEST
 QJ0292'OF A POWER LINE POLE AND 4.5
 QJ0292'FEET WEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 QJ0292'STAMPED FINLEY 1956.
 QJ0292'
 QJ0292'TO REACH THE STATION FROM THE JUNCTION OF M 65 AND PRESQUE ISLE
 QJ0292'COUNTY 634 IN POSEN, GO
 QJ0292'WEST ON PRESQUE ISLE COUNTY 634 FOR 4.95 MILES TO A GRAVEL CROSSROAD
 QJ0292'AND THE END OF PAVEMENT.
 QJ0292'CONTINUE WEST ON PRESQUE ISLE COUNTY 634 (GRAVEL) FOR 3.0 MILES
 QJ0292'TO A GRAVEL SIDE ROAD LEFT.  TURN LEFT
 QJ0292'AND GO SOUTH ON GRAVEL ROAD FOR 1.75 MILES
 QJ0292'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON
 QJ0292'GRAVEL ROAD FOR 0.2 MILE TO A
 QJ0292'SAND ROAD LEFT AND THE GRAVEL ROAD TURNS WEST.  TURN LEFT AND GO EAST
 QJ0292'ON SAND ROAD FOR 0.05 MILE TO THE
 QJ0292'STATION ON THE LEFT.
 QJ0292'
 QJ0292'REFERENCE MARK 1 IS 38 FEET SOUTH OF THE CENTER LINE OF THE SAND ROAD
 QJ0292'AND 98 FEET EAST OF A 36
 QJ0292'INCH MAPLE TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FINLEY
 QJ0292'NO 1 1956.
 QJ0292'
 QJ0292'REFERENCE MARK 2 IS 40 FEET NORTH OF THE CENTER LINE OF THE SAND
 QJ0292'ROAD, 132 FEET SOUTH OF THE
 QJ0292'SOUTHEAST CORNER OF THE CONCRETE BUILDING AND 32 FEET WEST OF THE
 QJ0292'WHITE WITNESS POST.  THE MARK
 QJ0292'IS FLUSH AND THE DISK IS STAMPED FINLEY NO 2 1956.
 QJ0292'
 QJ0292'AZIMUTH MARK IS 28 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD, 157
 QJ0292'FEET SOUTH OF THE
 QJ0292'CENTER LINE OF A GRAVEL DRIVEWAY, 65 FEET SOUTH OF A FENCE CORNER, 60
 QJ0292'FEET SOUTH OF A POWER LINE
 QJ0292'POLE, 2 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 QJ0292'EAST OF A FENCE.  THE MARK PROJECTS 4 INCHES
 QJ0292'AND THE DISK IS STAMPED FINLEY 1956.
 QJ0292'
 QJ0292'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0105 ***********************************************************************
 QK0105  DESIGNATION -  FIRE
 QK0105  PID         -  QK0105
 QK0105  STATE/COUNTY-  MI/CHEBOYGAN
 QK0105  USGS QUAD   -  INDIAN RIVER (1986)
 QK0105
 QK0105                         *CURRENT SURVEY CONTROL
 QK0105  ___________________________________________________________________
 QK0105* NAD 83(1986)-  45 29 02.     (N)    084 35 35.     (W)     SCALED    
 QK0105* NAVD 88     -       188.516  (meters)     618.49   (feet)  ADJUSTED  
 QK0105  ___________________________________________________________________
 QK0105  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 QK0105  DYNAMIC HT  -         188.514 (meters)     618.48  (feet)  COMP
 QK0105  MODELED GRAV-     980,601.7   (mgal)                       NAVD 88
 QK0105
 QK0105  VERT ORDER  -  FIRST     CLASS I
 QK0105
 QK0105.The horizontal coordinates were scaled from a topographic map and have
 QK0105.an estimated accuracy of +/- 6 seconds.
 QK0105
 QK0105.The orthometric height was determined by differential leveling
 QK0105.and adjusted by the National Geodetic Survey in June 1991..
 QK0105
 QK0105.The geoid height was determined by GEOID03.
 QK0105
 QK0105.The dynamic height is computed by dividing the NAVD 88
 QK0105.geopotential number by the normal gravity value computed on the
 QK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0105.degrees latitude (g = 980.6199 gals.).
 QK0105
 QK0105.The modeled gravity was interpolated from observed gravity values.
 QK0105
 QK0105;                    North         East    Units  Estimated Accuracy
 QK0105;SPC MI C     -   240,850.    5,982,300.      MT  (+/- 180 meters Scaled)
 QK0105
 QK0105                          SUPERSEDED SURVEY CONTROL
 QK0105
 QK0105.No superseded survey control is available for this station.
 QK0105
 QK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR881395(NAD 83)
 QK0105_MARKER: DD = SURVEY DISK
 QK0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0105_SP_SET: BLOCK WALL
 QK0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0105
 QK0105  HISTORY     - Date     Condition        Report By
 QK0105  HISTORY     - 1960     MONUMENTED       USLS
 QK0105  HISTORY     - 1973     GOOD             USLS
 QK0105  HISTORY     - 20010331 GOOD             NGS
 QK0105
 QK0105                          STATION DESCRIPTION
 QK0105
 QK0105'DESCRIBED BY US LAKE SURVEY 1973
 QK0105'AT TOPINABEE.
 QK0105'FIRE IS AT TOPINABEE, CHEBOYGAN COUNTY, MICHIGAN, ON NORTHWEST SIDE
 QK0105'OF HWY. M27, SOUTHWEST OF PORTAGE STREET, ON THE NORTHEAST FACE
 QK0105'OF MULLETT TOWNSHIP FIRE HALL, 1.8 FEET NORTHWEST OF THE EASTERLY
 QK0105'CORNER, 3-3/4-FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 QK0105'CROSS IN CENTER OF BRONZE DISC SET INTO THE CONCRETE BLOCK WALL.
 QK0105'NOTE-- MARK WAS PREVIOUSLY DESIGNATED FIRE 1960.
 QK0105
 QK0105                          STATION RECOVERY (2001)
 QK0105
 QK0105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0105'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0563 ***********************************************************************
 NE0563  DESIGNATION -  FIRE 46
 NE0563  PID         -  NE0563
 NE0563  STATE/COUNTY-  MI/WAYNE
 NE0563  USGS QUAD   -  WYANDOTTE (1981)
 NE0563
 NE0563                         *CURRENT SURVEY CONTROL
 NE0563  ___________________________________________________________________
 NE0563* NAD 83(1986)-  42 10 13.     (N)    083 10 12.     (W)     SCALED    
 NE0563* NAVD 88     -       178.861  (meters)     586.81   (feet)  ADJUSTED  
 NE0563  ___________________________________________________________________
 NE0563  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0563  DYNAMIC HT  -         178.804 (meters)     586.63  (feet)  COMP
 NE0563  MODELED GRAV-     980,298.5   (mgal)                       NAVD 88
 NE0563
 NE0563  VERT ORDER  -  FIRST     CLASS 0
 NE0563
 NE0563.The horizontal coordinates were scaled from a topographic map and have
 NE0563.an estimated accuracy of +/- 6 seconds.
 NE0563
 NE0563.The orthometric height was determined by differential leveling
 NE0563.and adjusted by the National Geodetic Survey in June 1991..
 NE0563
 NE0563.The geoid height was determined by GEOID03.
 NE0563
 NE0563.The dynamic height is computed by dividing the NAVD 88
 NE0563.geopotential number by the normal gravity value computed on the
 NE0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0563.degrees latitude (g = 980.6199 gals.).
 NE0563
 NE0563.The modeled gravity was interpolated from observed gravity values.
 NE0563
 NE0563;                    North         East    Units  Estimated Accuracy
 NE0563;SPC MI S     -    75,160.    4,098,880.      MT  (+/- 180 meters Scaled)
 NE0563
 NE0563                          SUPERSEDED SURVEY CONTROL
 NE0563
 NE0563  NGVD 29 (??/??/92)  179.039  (m)          587.40   (f) ADJ UNCH    1 0
 NE0563
 NE0563.Superseded values are not recommended for survey control.
 NE0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0563.See file dsdata.txt to determine how the superseded data were derived.
 NE0563
 NE0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG207709(NAD 83)
 NE0563_MARKER: Z = SEE DESCRIPTION
 NE0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0563_SP_SET: SIDEWALK
 NE0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0563
 NE0563  HISTORY     - Date     Condition        Report By
 NE0563  HISTORY     - 1970     MONUMENTED       USLS
 NE0563  HISTORY     - 1970     GOOD             USLS
 NE0563  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0563
 NE0563                          STATION DESCRIPTION
 NE0563
 NE0563'DESCRIBED BY US LAKE SURVEY 1970
 NE0563'AT TRENTON.
 NE0563'FIRE 46 IS AT TRENTON, WAYNE COUNTY, MICHIGAN, OPPOSITE MC LOUTH
 NE0563'STEEL CROP., 54 FEET WEST OF CENTERLINE OF W. JEFFERSON AVE.,
 NE0563'25 FEET SOUTH OF CENTERLINE OF SIBLEY ROAD, 9.0 FEET NORTH OF
 NE0563'LEONARD GAS SIGN BASE, 0.4 FEET SOUTH OF UTILITY POLE NO. 5-10
 NE0563'WITH FIRE ALARM BOX 46, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0563'DIAMETER GROUND ROD SET INTO THE TOP OF THE CONCRETE SIDEWALK.
 NE0563'NOTE-- PREV DESIG. BM FIRE 46 1970.
 NE0563
 NE0563                          STATION RECOVERY (1987)
 NE0563
 NE0563'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8080 ***********************************************************************
 AA8080  CBN         -  This is a Cooperative Base Network Control Station.
 AA8080  DESIGNATION -  FIRE HALL
 AA8080  PID         -  AA8080
 AA8080  STATE/COUNTY-  MI/MARQUETTE
 AA8080  USGS QUAD   -  CHAMPION (1975)
 AA8080
 AA8080                         *CURRENT SURVEY CONTROL
 AA8080  ___________________________________________________________________
 AA8080* NAD 83(1994)-  46 30 55.63441(N)    087 58 17.30893(W)     ADJUSTED  
 AA8080* NAVD 88     -       485.1    (meters)    1592.     (feet)  GPS OBS   
 AA8080  ___________________________________________________________________
 AA8080  X           -     155,649.222 (meters)                     COMP
 AA8080  Y           -  -4,394,481.560 (meters)                     COMP
 AA8080  Z           -   4,605,190.481 (meters)                     COMP
 AA8080  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AA8080  ELLIP HEIGHT-         451.70  (meters)          (06/11/02) GPS OBS
 AA8080  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 AA8080
 AA8080  HORZ ORDER  -  B
 AA8080  ELLP ORDER  -  FOURTH    CLASS I
 AA8080
 AA8080.The horizontal coordinates were established by GPS observations
 AA8080.and adjusted by the National Geodetic Survey in September 1995..
 AA8080
 AA8080.The orthometric height was determined by GPS observations and a
 AA8080.high-resolution geoid model.
 AA8080
 AA8080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8080
 AA8080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8080
 AA8080.The ellipsoidal height was determined by GPS observations
 AA8080.and is referenced to NAD 83.
 AA8080
 AA8080.The geoid height was determined by GEOID03.
 AA8080
 AA8080;                    North         East     Units Scale Factor Converg.
 AA8080;SPC MI N     -   192,972.697 7,925,456.723   MT  0.99991089   -0 42 07.8
 AA8080;SPC MI N     -   633,112.52 26,002,154.60   iFT  0.99991089   -0 42 07.8
 AA8080;UTM  16      - 5,151,778.972   425,478.218   MT  0.99966826   -0 42 17.6
 AA8080
 AA8080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8080!SPC MI N     -   0.99992920  x   0.99991089  =   0.99984009
 AA8080!UTM  16      -   0.99992920  x   0.99966826  =   0.99959748
 AA8080
 AA8080                          SUPERSEDED SURVEY CONTROL
 AA8080
 AA8080  ELLIP H (09/20/95)  451.74   (m)                       GP(       ) 1 2
 AA8080
 AA8080.Superseded values are not recommended for survey control.
 AA8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8080.See file dsdata.txt to determine how the superseded data were derived.
 AA8080
 AA8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2547851779(NAD 83)
 AA8080_MARKER: DV = VERTICAL CONTROL DISK
 AA8080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8080_STAMPING: FIRE HALL 1994
 AA8080_MARK LOGO: NGS   
 AA8080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8080+STABILITY: SURFACE MOTION
 AA8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8080+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2005
 AA8080
 AA8080  HISTORY     - Date     Condition        Report By
 AA8080  HISTORY     - 1993     MONUMENTED       NGS
 AA8080  HISTORY     - 19961016 GOOD             MIDT
 AA8080  HISTORY     - 20010717 GOOD             MIDNR
 AA8080  HISTORY     - 20010917 GOOD             INDIV
 AA8080  HISTORY     - 20021112 GOOD             INDIV
 AA8080  HISTORY     - 20041227 GOOD             STS
 AA8080  HISTORY     - 20050821 GOOD             STS
 AA8080
 AA8080                          STATION DESCRIPTION
 AA8080
 AA8080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (CFS)
 AA8080'STATION IS LOCATED IN QUAD 460874, ABOUT 15 MI (24.1 KM) WEST OF
 AA8080'ISHPEMING, ON THE WEST SIDE OF CHAMPION, IN SECTION 32, T 48 N, R 29
 AA8080'W, MICHIGAMME TOWNSHIP, ON THE CHAMPION SOUTHWEST QUADRANGLE MAP, AT
 AA8080'THE NORTH CORNER OF A MOWED AREA ON THE NORTHWEST SIDE OF THE FIRE
 AA8080'STATION BUILDING.  OWNERSHIP--TOWN OF CHAMPION.  TO REACH FROM THE
 AA8080'POST OFFICE IN CHAMPION, GO NORTHWEST ON U.S.  HIGHWAY 41 AND STATE
 AA8080'HIGHWAY 28 FOR 0.33 KM (0.20 MI) TO ENTRANCE TO FIRE STATION ON THE
 AA8080'RIGHT.  CONTINUE AHEAD FOR 70 M (229.7 FT) TO A TRACK DRIVE AT REAR OF
 AA8080'FIRE STATION.  TURN RIGHT, THEN LEFT, NORTHWEST, ACROSS MOWED AREA FOR
 AA8080'70 M (229.7 FT) TO THE STATION ON SLIGHT HUMP.  STATION IS FLUSH WITH
 AA8080'THE GROUND.  IT IS LOCATED 68.7 M (225.4 FT) NORTHWEST OF THE NORTH
 AA8080'CORNER OF THE FIRE STATION, 35.8 M (117.5 FT) NORTHEAST OF THE
 AA8080'CENTERLINE OF THE HIGHWAY, 13.1 M (43.0 FT) SOUTHWEST OF THE SOUTHWEST
 AA8080'RAIL OF THE TRACK, 5.8 M (19.0 FT) NORTHEAST OF THE EXTENDED NORTHEAST
 AA8080'WALL OF THE BUILDING, 3 M (9.8 FT) SOUTH OF THE NORTH CORNER OF THE
 AA8080'MOWED AREA, AND 1.4 M (4.6 FT) NORTH OF A WOOD POST WITH SIGN.
 AA8080
 AA8080                          STATION RECOVERY (1996)
 AA8080
 AA8080'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (SHN)
 AA8080'RECOVERED AS DESCRIBED.
 AA8080
 AA8080                          STATION RECOVERY (2001)
 AA8080
 AA8080'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (DRL)
 AA8080'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 AA8080'BY NGS IN 1994.
 AA8080' 
 AA8080'
 AA8080
 AA8080                          STATION RECOVERY (2001)
 AA8080
 AA8080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JRC)
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2002)
 AA8080
 AA8080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2004)
 AA8080
 AA8080'RECOVERY NOTE BY STS CONSULTANTS 2004
 AA8080'RECOVERED IN GOOD CONDITION.
 AA8080
 AA8080                          STATION RECOVERY (2005)
 AA8080
 AA8080'RECOVERY NOTE BY STS CONSULTANTS 2005 (SJB)
 AA8080'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0051 ***********************************************************************
 RJ0051  DESIGNATION -  FIRECK USLS
 RJ0051  PID         -  RJ0051
 RJ0051  STATE/COUNTY-  MI/CHIPPEWA
 RJ0051  USGS QUAD   -  GOETZVILLE (1976)
 RJ0051
 RJ0051                         *CURRENT SURVEY CONTROL
 RJ0051  ___________________________________________________________________
 RJ0051* NAD 83(1986)-  46 04 19.     (N)    084 05 33.     (W)     SCALED    
 RJ0051* NAVD 88     -       220.030  (meters)     721.88   (feet)  ADJUSTED  
 RJ0051  ___________________________________________________________________
 RJ0051  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ0051  DYNAMIC HT  -         220.035 (meters)     721.90  (feet)  COMP
 RJ0051  MODELED GRAV-     980,633.9   (mgal)                       NAVD 88
 RJ0051
 RJ0051  VERT ORDER  -  FIRST     CLASS 0
 RJ0051
 RJ0051.The horizontal coordinates were scaled from a topographic map and have
 RJ0051.an estimated accuracy of +/- 6 seconds.
 RJ0051
 RJ0051.The orthometric height was determined by differential leveling
 RJ0051.and adjusted by the National Geodetic Survey in June 1991..
 RJ0051
 RJ0051.The geoid height was determined by GEOID03.
 RJ0051
 RJ0051.The dynamic height is computed by dividing the NAVD 88
 RJ0051.geopotential number by the normal gravity value computed on the
 RJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0051.degrees latitude (g = 980.6199 gals.).
 RJ0051
 RJ0051.The modeled gravity was interpolated from observed gravity values.
 RJ0051
 RJ0051;                    North         East    Units  Estimated Accuracy
 RJ0051;SPC MI N     -   147,350.    8,224,860.      MT  (+/- 180 meters Scaled)
 RJ0051
 RJ0051                          SUPERSEDED SURVEY CONTROL
 RJ0051
 RJ0051.No superseded survey control is available for this station.
 RJ0051
 RJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS248061(NAD 83)
 RJ0051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0051_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0051_SP_SET: CONCRETE FOUNDATION
 RJ0051_MARK LOGO: USE   
 RJ0051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0051
 RJ0051  HISTORY     - Date     Condition        Report By
 RJ0051  HISTORY     - 1960     MONUMENTED       USLS
 RJ0051  HISTORY     - 1972     GOOD             USLS
 RJ0051  HISTORY     - 1983     GOOD             NGS
 RJ0051  HISTORY     - 19940729 GOOD             USPSQD
 RJ0051
 RJ0051                          STATION DESCRIPTION
 RJ0051
 RJ0051'DESCRIBED BY US LAKE SURVEY 1972
 RJ0051'1 MI N FROM GOETZVILLE.
 RJ0051'FIRECK IS IN CHIPPEWA COUNTY, MICHIGAN, ABOUT 1 MILE NORTH OF
 RJ0051'GOETZVILLE, SOUTHWEST OF RIGHT ANGLE TURN IN M-48 AT JUNCTION
 RJ0051'OF M-48 AND BLACK-TOP COUNTY ROAD LEADING NORTH, ON NORTH FACE
 RJ0051'OF A ONE-STORY FACE-BRICK AND FRAME DWELLING OCCUPIED BY MR.
 RJ0051'AND MRS. FIRECK, 135 FEET WEST OF CENTERLINE OF NORTH-SOUTH
 RJ0051'PORTION OF M-48, 0.6 FOOT WEST OF NORTHEAST CORNER OF THE
 RJ0051'DWELLING, 1-1/4 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 RJ0051'CROSS ON BRONZE DISC SET INTO CONCRETE BLOCK FOUNDATION.
 RJ0051
 RJ0051                          STATION RECOVERY (1983)
 RJ0051
 RJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0051'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 RJ0051'(0.85 MI) NORTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0051'GOETZVILLE, THENCE 0.2 KM (0.15 MI) NORTH ALONG OLD HIGHWAY 48, AT A
 RJ0051'PRIVATE DRIVEWAY WEST LEADING TO THE FIRECK HOME, A U.S. CORPS OF
 RJ0051'ENGINEERS DISK SET VERTICALLY AND 0.18 METERS (0.6 FT) WEST OF THE
 RJ0051'NORTHEAST CORNER IN THE NORTH FACE OF THE FOUNDATION WALL,
 RJ0051'41.14 METERS (135.0 FT) WEST OF THE CENTERLINE OF OLD HIGHWAY 48.
 RJ0051'THE MARK IS 0.41 M ABOVE GROUND.
 RJ0051
 RJ0051                          STATION RECOVERY (1994)
 RJ0051
 RJ0051'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0570 ***********************************************************************
 NE0570  DESIGNATION -  FIRESTONE USLS
 NE0570  PID         -  NE0570
 NE0570  STATE/COUNTY-  MI/WAYNE
 NE0570  USGS QUAD   -  WYANDOTTE (1981)
 NE0570
 NE0570                         *CURRENT SURVEY CONTROL
 NE0570  ___________________________________________________________________
 NE0570* NAD 83(1986)-  42 10 49.     (N)    083 09 48.     (W)     SCALED    
 NE0570* NAVD 88     -       175.883  (meters)     577.04   (feet)  ADJUSTED  
 NE0570  ___________________________________________________________________
 NE0570  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 NE0570  DYNAMIC HT  -         175.827 (meters)     576.86  (feet)  COMP
 NE0570  MODELED GRAV-     980,300.2   (mgal)                       NAVD 88
 NE0570
 NE0570  VERT ORDER  -  FIRST     CLASS 0
 NE0570
 NE0570.The horizontal coordinates were scaled from a topographic map and have
 NE0570.an estimated accuracy of +/- 6 seconds.
 NE0570
 NE0570.The orthometric height was determined by differential leveling
 NE0570.and adjusted by the National Geodetic Survey in June 1991..
 NE0570
 NE0570.The geoid height was determined by GEOID03.
 NE0570
 NE0570.The dynamic height is computed by dividing the NAVD 88
 NE0570.geopotential number by the normal gravity value computed on the
 NE0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0570.degrees latitude (g = 980.6199 gals.).
 NE0570
 NE0570.The modeled gravity was interpolated from observed gravity values.
 NE0570
 NE0570;                    North         East    Units  Estimated Accuracy
 NE0570;SPC MI S     -    76,280.    4,099,410.      MT  (+/- 180 meters Scaled)
 NE0570
 NE0570                          SUPERSEDED SURVEY CONTROL
 NE0570
 NE0570  NGVD 29 (??/??/??)  176.062  (m)          577.63   (f) ADJUSTED    1 0
 NE0570
 NE0570.Superseded values are not recommended for survey control.
 NE0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0570.See file dsdata.txt to determine how the superseded data were derived.
 NE0570
 NE0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG213720(NAD 83)
 NE0570_MARKER: Z = SEE DESCRIPTION
 NE0570_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0570_SP_SET: STEEL ROD
 NE0570_PROJECTION: FLUSH
 NE0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0570_ROD/PIPE-DEPTH: 8    meters
 NE0570
 NE0570  HISTORY     - Date     Condition        Report By
 NE0570  HISTORY     - 1949     MONUMENTED       USLS
 NE0570  HISTORY     - 1970     GOOD             USLS
 NE0570  HISTORY     - 1980     GOOD             NGS
 NE0570  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0570  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0570
 NE0570                          STATION DESCRIPTION
 NE0570
 NE0570'DESCRIBED BY US LAKE SURVEY 1970
 NE0570'IN RIVERVIEW.
 NE0570'FIRESTONE IS IN RIVERVIEW, WAYNE COUNTY, MICHIGAN, ON THE
 NE0570'EAST SIDE OF JEFFERSON AVENUE, NEAR NORTH END OF BUILDING OF
 NE0570'THE FIRESTONE STEEL PRODUCTS COMPANY, 14.5 FEET FROM JEFFERSON
 NE0570'AVENUE CURB, 13.9 FEET SOUTH OF SOUTH RAIL OF TRACK INTO THE
 NE0570'PLANT, 1.0 FEET WEST OF AN IRON BAR FENCE, FLUSH WITH THE
 NE0570'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF 3/4-INCH SQUARE STEEL
 NE0570'ROD, 8-FEET LONG WITH LOWER 4-FEET TWISTED.  NOTE-- PREV. DESIG.
 NE0570'BM FIRESTONE 1949.
 NE0570
 NE0570                          STATION RECOVERY (1980)
 NE0570
 NE0570'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0570'IN RIVERSIDE, NEAR THE NORTH END OF THE FIRESTONE STEEL PRODUCTS
 NE0570'COMPANY BUILDING, 4.4 METERS (14.5 FEET) EAST OF THE EAST CURB
 NE0570'OF JEFFERSON AVENUE, 4.2 METERS (13.9 FEET) SOUTH OF THE SOUTH
 NE0570'RAIL OF THE SPUR TRACK LEADING INTO THE PLANT, 0.3 METER (1.0 FOOT)
 NE0570'WEST OF AN IRON BAR FENCE, BEING THE HIGHEST POINT ON TOP OF A
 NE0570'3/4 INCH SQUARE STEEL ROD AND IS 8-FOOT LONG WITH THE LOWER 4 FOOT
 NE0570'BEING TWISTED.
 NE0570
 NE0570                          STATION RECOVERY (1983)
 NE0570
 NE0570'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0570'MARK NOT FOUND.
 NE0570
 NE0570                          STATION RECOVERY (1987)
 NE0570
 NE0570'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0608 ***********************************************************************
 QL0608  DESIGNATION -  FISHDAM USLS 1874
 QL0608  PID         -  QL0608
 QL0608  STATE/COUNTY-  MI/DELTA
 QL0608  USGS QUAD   -  
 QL0608
 QL0608                         *CURRENT SURVEY CONTROL
 QL0608  ___________________________________________________________________
 QL0608* NAD 83(1994)-  45 57 37.09349(N)    086 29 33.96613(W)     ADJUSTED  
 QL0608* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 QL0608  ___________________________________________________________________
 QL0608  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 QL0608  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QL0608
 QL0608  HORZ ORDER  -  FIRST
 QL0608
 QL0608.The horizontal coordinates were established by classical geodetic methods
 QL0608.and adjusted by the National Geodetic Survey in February 1997..
 QL0608
 QL0608.The orthometric height was scaled from a topographic map.
 QL0608
 QL0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0608
 QL0608.The geoid height was determined by GEOID03.
 QL0608
 QL0608;                    North         East     Units Scale Factor Converg.
 QL0608;SPC MI N     -   130,939.180 8,039,316.465   MT  0.99991884   +0 21 59.8
 QL0608;SPC MI N     -   429,590.49 26,375,710.19   iFT  0.99991884   +0 21 59.8
 QL0608;UTM  16      - 5,089,762.048   539,304.180   MT  0.99961899   +0 21 52.7
 QL0608
 QL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0608!SPC MI N     -   0.99997121  x   0.99991884  =   0.99989006
 QL0608!UTM  16      -   0.99997121  x   0.99961899  =   0.99959022
 QL0608
 QL0608:                Primary Azimuth Mark                     Grid Az
 QL0608:SPC MI N     -  BURNT BLUFF RESET                        208 47 39.4
 QL0608:UTM  16      -  BURNT BLUFF RESET                        208 47 46.5
 QL0608
 QL0608|---------------------------------------------------------------------|
 QL0608| PID    Reference Object                     Distance      Geod. Az  |
 QL0608|                                                           dddmmss.s |
 QL0608| QL0627 BURNT BLUFF RESET                   APPROX.34.9 KM 2090939.2 |
 QL0608|---------------------------------------------------------------------|
 QL0608
 QL0608                          SUPERSEDED SURVEY CONTROL
 QL0608
 QL0608  NAD 83(1986)-  45 57 37.08967(N)    086 29 33.96436(W) AD(       ) 1
 QL0608  NAD 27      -  45 57 37.18100(N)    086 29 33.40600(W) AD(       ) 1
 QL0608
 QL0608.Superseded values are not recommended for survey control.
 QL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0608.See file dsdata.txt to determine how the superseded data were derived.
 QL0608
 QL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3930489762(NAD 83)
 QL0608
 QL0608  HISTORY     - Date     Condition        Report By
 QL0608  HISTORY     - 1874     MONUMENTED       USLS
 QL0608  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0608
 QL0608                          STATION DESCRIPTION
 QL0608
 QL0608'DESCRIBED BY US LAKE SURVEY 1874
 QL0608'IN NORTHERN
 QL0608'PENINSULA OF
 QL0608'MICHIGAN, ABOUT 5 MILES NORTHEAST OF MOUTH OF FISHDAM RIVER, OR
 QL0608'HEAD OF BIG BAY DE NOC.  MARKED
 QL0608'BY STONE ABOUT 2 FEET BLEOW SURFACE OF GROUND.
 QL0608'WITNESS MARKS (TREES) ARE- 8 FEET 1 INCH NORTH, 6
 QL0608'FEET 6 INCHES EAST, AND 12 FEET 6
 QL0608'INCHES NORTHWEST OF STATION.  LAKE SURVEY RECORDS ALSO CALL THIS
 QL0608'STATION FISHDAM RIVER.
 QL0608
 QL0608                          STATION RECOVERY (1954)
 QL0608
 QL0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0608'WITH THE AID OF AN INVERSE COMPUTATION FROM BLOSSER 1954 AN ATTEMPT
 QL0608'WAS MADE TO RECOVER THIS
 QL0608'STATION.  A THOROUGH SEARCH WAS MADE FOR THE UNDER-GROUND STONE MARK
 QL0608'BY EXTENSIVE DIGGING, BUT NO
 QL0608'EVIDENCE COULD BE FOUND OF THE OLD STONE MARK.  THIS AREA HAS
 QL0608'BEEN BURNED OFF AND ONLY SECOND GROWTH
 QL0608'TIMBER COVERS THIS AREA AT THE PRESENT TIME, AND
 QL0608'ALL WITNESS MARKS ARE GONE.
 QL0608'
 QL0608'THIS STATION MAY BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0257 ***********************************************************************
 NE0257  DESIGNATION -  FISHER
 NE0257  PID         -  NE0257
 NE0257  STATE/COUNTY-  MI/ST CLAIR
 NE0257  USGS QUAD   -  MARINE CITY (1968)
 NE0257
 NE0257                         *CURRENT SURVEY CONTROL
 NE0257  ___________________________________________________________________
 NE0257* NAD 83(1986)-  42 37 50.     (N)    082 31 03.     (W)     SCALED    
 NE0257* NAVD 88     -       176.843  (meters)     580.19   (feet)  ADJUSTED  
 NE0257  ___________________________________________________________________
 NE0257  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0257  DYNAMIC HT  -         176.793 (meters)     580.03  (feet)  COMP
 NE0257  MODELED GRAV-     980,338.8   (mgal)                       NAVD 88
 NE0257
 NE0257  VERT ORDER  -  FIRST     CLASS 0
 NE0257
 NE0257.The horizontal coordinates were scaled from a topographic map and have
 NE0257.an estimated accuracy of +/- 6 seconds.
 NE0257
 NE0257.The orthometric height was determined by differential leveling
 NE0257.and adjusted by the National Geodetic Survey in June 1991..
 NE0257
 NE0257.The geoid height was determined by GEOID03.
 NE0257
 NE0257.The dynamic height is computed by dividing the NAVD 88
 NE0257.geopotential number by the normal gravity value computed on the
 NE0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0257.degrees latitude (g = 980.6199 gals.).
 NE0257
 NE0257.The modeled gravity was interpolated from observed gravity values.
 NE0257
 NE0257;                    North         East    Units  Estimated Accuracy
 NE0257;SPC MI S     -   127,250.    4,151,660.      MT  (+/- 180 meters Scaled)
 NE0257
 NE0257                          SUPERSEDED SURVEY CONTROL
 NE0257
 NE0257  NGVD 29 (??/??/92)  176.968  (m)          580.60   (f) ADJ UNCH    1 0
 NE0257
 NE0257.Superseded values are not recommended for survey control.
 NE0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0257.See file dsdata.txt to determine how the superseded data were derived.
 NE0257
 NE0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH755209(NAD 83)
 NE0257_MARKER: Z = SEE DESCRIPTION
 NE0257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0257_SP_SET: BRIDGE
 NE0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0257
 NE0257  HISTORY     - Date     Condition        Report By
 NE0257  HISTORY     - 1946     MONUMENTED       RBNF
 NE0257  HISTORY     - 1970     GOOD             USLS
 NE0257  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0257
 NE0257                          STATION DESCRIPTION
 NE0257
 NE0257'DESCRIBED BY US LAKE SURVEY 1970
 NE0257'AT ALGONAC.
 NE0257'FISHER IS AT ALGONAC, ST. CLAIR COUNTY, MICHIGAN, NEAR THE
 NE0257'NORTHERLY LIMITS OF ALGONAC, ON THE RIVER SIDE OF HIGHWAY M-29,
 NE0257'ON WING WALL AT EASTERLY CORNER OF THE BRIDGE OVER FISHER CREEK,
 NE0257'4.0 FEET FROM EASTERLY END OF THE WING WALL, 0.5 FEET FROM
 NE0257'EASTERLY END OF THE MIDDLE STEP, BEING HIGHEST POINT IN A
 NE0257'1-1/2-INCH SQUARE CUT IN THE WALL.  NOTE-- BM 1946
 NE0257
 NE0257                          STATION RECOVERY (2005)
 NE0257
 NE0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1405 ***********************************************************************
 NF1405  DESIGNATION -  FISHER
 NF1405  PID         -  NF1405
 NF1405  STATE/COUNTY-  MI/BRANCH
 NF1405  USGS QUAD   -  LITCHFIELD (1980)
 NF1405
 NF1405                         *CURRENT SURVEY CONTROL
 NF1405  ___________________________________________________________________
 NF1405* NAD 83(1994)-  42 03 36.27876(N)    084 50 57.20786(W)     ADJUSTED  
 NF1405* NAVD 88     -       314.9    (meters)    1033.     (feet)  VERTCON   
 NF1405  ___________________________________________________________________
 NF1405  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NF1405  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1405
 NF1405  HORZ ORDER  -  FIRST
 NF1405
 NF1405.The horizontal coordinates were established by classical geodetic methods
 NF1405.and adjusted by the National Geodetic Survey in February 1997..
 NF1405
 NF1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1405
 NF1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1405
 NF1405.The geoid height was determined by GEOID03.
 NF1405
 NF1405;                    North         East     Units Scale Factor Converg.
 NF1405;SPC MI S     -    62,327.625 3,960,057.184   MT  1.00000969   -0 19 42.2
 NF1405;SPC MI S     -   204,486.96 12,992,313.60   iFT  1.00000969   -0 19 42.2
 NF1405;UTM  16      - 4,658,684.722   677,958.834   MT  0.99998970   +1 26 28.3
 NF1405
 NF1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1405!SPC MI S     -   0.99995590  x   1.00000969  =   0.99996559
 NF1405!UTM  16      -   0.99995590  x   0.99998970  =   0.99994560
 NF1405
 NF1405:                Primary Azimuth Mark                     Grid Az
 NF1405:SPC MI S     -  HOMER MUN TANK                           020 46 34.4
 NF1405:UTM  16      -  HOMER MUN TANK                           019 00 23.9
 NF1405
 NF1405|---------------------------------------------------------------------|
 NF1405| PID    Reference Object                     Distance      Geod. Az  |
 NF1405|                                                           dddmmss.s |
 NF1405| NF1404 HOMER MUN TANK                      APPROX.10.2 KM 0202652.2 |
 NF1405| NF1407 LITCHFIELD MUN TANK                 APPROX. 8.0 KM 1014243.5 |
 NF1405| CH0197 FISHER AZ MK                                       1102629.3 |
 NF1405| NF1406 FISHER RM A 1970                     29.378 METERS 12407     |
 NF1405| MD1866 QUINCY GENERAL CABLE TANK           APPROX.12.1 KM 1822308.5 |
 NF1405| CH0198 FISHER RM 1                          26.508 METERS 19119     |
 NF1405|---------------------------------------------------------------------|
 NF1405
 NF1405                          SUPERSEDED SURVEY CONTROL
 NF1405
 NF1405  NAD 83(1986)-  42 03 36.27849(N)    084 50 57.22283(W) AD(       ) 1
 NF1405  NAD 27      -  42 03 36.11255(N)    084 50 57.32513(W) AD(       ) 1
 NF1405  NGVD 29 (07/19/86)  315.0    (m)         1033.     (f) VERT ANG       
 NF1405
 NF1405.Superseded values are not recommended for survey control.
 NF1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1405.See file dsdata.txt to determine how the superseded data were derived.
 NF1405
 NF1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7795958685(NAD 83)
 NF1405_MARKER: DS = TRIANGULATION STATION DISK
 NF1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1405_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1405
 NF1405  HISTORY     - Date     Condition        Report By
 NF1405  HISTORY     - 1970     MONUMENTED       NGS
 NF1405  HISTORY     - 1980     GOOD             MIDH
 NF1405  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1405
 NF1405                          STATION DESCRIPTION
 NF1405
 NF1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1405'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF COLDWATER, 6-1/2
 NF1405'MILES
 NF1405'SOUTH-SOUTHWEST OF HOMER AND 5 MILES WEST-NORTHWEST OF LITCHFIELD.
 NF1405'THE PROPERTY IS OWNED BY
 NF1405'DALE FISHER WHO LIVES 0.25 MILE EAST OF THE
 NF1405'STATION.
 NF1405'
 NF1405'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M 99 AND M
 NF1405'60, IN HOMER, GO
 NF1405'WEST ON STATE HIGHWAY M 60 FOR 3.25 MILES TO A CROSSROAD,
 NF1405'TURN LEFT AND GO SOUTH ON 22 MILE
 NF1405'ROAD FOR 2.4 MILES TO A CROSSROAD, T
 NF1405'DRIVE SO, CONTINUE SOUTH ON 22 MILE ROAD FOR 3.1
 NF1405'MILES TO A CROSSROAD,
 NF1405'TURN LEFT AND GO EAST ON HERRICKSVILLE ROAD FOR 0.9 MILE TO A TRACK
 NF1405'ROAD ON THE LEFT,
 NF1405'(TO REACH THE AZIMUTH MARK FOR THIS POINT, CONTINUE EAST ON
 NF1405'HERRICKSVILLE ROAD FOR 0.35
 NF1405'MILE TO THE MARK ON THE LEFT), TURN LEFT AND
 NF1405'GO NORTH ON THE TRACK ROAD FOR 0.15 MILE TO
 NF1405'THE MARK ON THE LEFT, JUST
 NF1405'AFTER CROSSING A PIPELINE CLEARING.
 NF1405'
 NF1405'STATION MARKS ARE STANDARD DISKS STAMPED FISHER 1970.  THE SURFACE
 NF1405'DISK IS SET IN THE
 NF1405'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1405'14 INCHES BELOW THE GROUND SURFACE.
 NF1405'IT IS 189 FEET NORTH OF THE CENTER OF
 NF1405'THE PIPELINE CLEARING, 101 FEET NORTH OF A 14-INCH
 NF1405'TRIANGULAR BLAZED WILD
 NF1405'CHERRY TREE, 46 FEET WEST OF THE CENTER OF TRACK ROAD AND 21 FEET
 NF1405'SOUTHEAST OF A ROCK
 NF1405'FENCE CORNER.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 NF1405'IRREGULAR MASS OF CONCRETE
 NF1405'42 INCHES BELOW THE GROUND SURFACE.
 NF1405'
 NF1405'FISHER RM A ARE STANDARD STATION MARK DISKS STAMPED FISHER RM A 1970.
 NF1405'THE SURFACE DISK
 NF1405'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1405'MONUMENT THAT IS 12 INCHES BELOW
 NF1405'THE GROUND SURFACE.  IT IS 113 FEET NORTH
 NF1405'OF THE CENTER OF THE PIPELINE CLEARING, 64 FEET
 NF1405'NORTHEAST OF THE 14-INCH
 NF1405'TREE AND 20 FEET EAST OF THE CENTER OF THE TRACK ROAD.  THE
 NF1405'UNDERGROUND MARK IS
 NF1405'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 NF1405'THE GROUND SURFACE.
 NF1405'
 NF1405'REFERENCE MARK 1, A STANDARD DISK STAMPED FISHER NO 1 1970, IS SET IN
 NF1405'THE TOP OF A
 NF1405'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 NF1405'ABOVE THE GROUND SURFACE.  IT
 NF1405'IS 114 FEET NORTH OF THE CENTER OF THE PIPELINE
 NF1405'CLEARING, 49.5 FEET WEST-NORTHWEST OF THE
 NF1405'14-INCH TREE, 2 FEET EAST
 NF1405'OF A ROCK FENCE AND ABOUT LEVEL WITH THE STATION.
 NF1405'
 NF1405'THE AZIMUTH MARK, A STANDARD DISK STAMPED FISHER 1970, IS SET IN THE
 NF1405'TOP OF A 12-INCH
 NF1405'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1405'GROUND SURFACE.  IT IS 40 FEET EAST
 NF1405'OF A 40-INCH OAK TREE, 20 FEET NORTH OF
 NF1405'THE CENTER OF HERRICKSVILLE ROAD AND 1-FOOT SOUTH OF A
 NF1405'WIRE FENCE.
 NF1405'
 NF1405'HEIGHT OF LIGHT ABOVE STATION MARK 30.6 METERS.
 NF1405
 NF1405                          STATION RECOVERY (1980)
 NF1405
 NF1405'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF1405'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF1405'DESCRIBED.  THE 1970 DESCRIPTION IS VALID.  OWNER IS DALE FISHER.
 NF1405
 NF1405                          STATION RECOVERY (2001)
 NF1405
 NF1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1405'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1406 ***********************************************************************
 NF1406  DESIGNATION -  FISHER RM A 1970
 NF1406  PID         -  NF1406
 NF1406  STATE/COUNTY-  MI/BRANCH
 NF1406  USGS QUAD   -  LITCHFIELD (1980)
 NF1406
 NF1406                         *CURRENT SURVEY CONTROL
 NF1406  ___________________________________________________________________
 NF1406* NAD 83(1994)-  42 03 35.74464(N)    084 50 56.15009(W)     ADJUSTED  
 NF1406* NAVD 88     -       314.6    (meters)    1032.     (feet)  VERTCON   
 NF1406  ___________________________________________________________________
 NF1406  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 NF1406  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1406
 NF1406  HORZ ORDER  -  FIRST
 NF1406
 NF1406.The horizontal coordinates were established by classical geodetic methods
 NF1406.and adjusted by the National Geodetic Survey in February 1997..
 NF1406
 NF1406.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1406
 NF1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1406
 NF1406.The geoid height was determined by GEOID03.
 NF1406
 NF1406;                    North         East     Units Scale Factor Converg.
 NF1406;SPC MI S     -    62,311.006 3,960,081.410   MT  1.00000973   -0 19 41.5
 NF1406;SPC MI S     -   204,432.43 12,992,393.08   iFT  1.00000973   -0 19 41.5
 NF1406;UTM  16      - 4,658,668.860   677,983.562   MT  0.99998980   +1 26 29.0
 NF1406
 NF1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1406!SPC MI S     -   0.99995594  x   1.00000973  =   0.99996567
 NF1406!UTM  16      -   0.99995594  x   0.99998980  =   0.99994574
 NF1406
 NF1406:                Primary Azimuth Mark                     Grid Az
 NF1406:SPC MI S     -  HOMER MUN TANK                           020 36 57.9
 NF1406:UTM  16      -  HOMER MUN TANK                           018 50 47.4
 NF1406
 NF1406|---------------------------------------------------------------------|
 NF1406| PID    Reference Object                     Distance      Geod. Az  |
 NF1406|                                                           dddmmss.s |
 NF1406| NF1404 HOMER MUN TANK                      APPROX.10.2 KM 0201716.4 |
 NF1406| NF1407 LITCHFIELD MUN TANK                 APPROX. 8.0 KM 1013755.5 |
 NF1406| MD1866 QUINCY GENERAL CABLE TANK           APPROX.12.1 KM 1823014.4 |
 NF1406| MD1468 COLDWATER NW MUN TANK               APPROX.18.3 KM 2290637.7 |
 NF1406| NF1405 FISHER                               29.378 METERS 30407     |
 NF1406|---------------------------------------------------------------------|
 NF1406
 NF1406                          SUPERSEDED SURVEY CONTROL
 NF1406
 NF1406  NAD 83(1986)-  42 03 35.74448(N)    084 50 56.16528(W) AD(       ) 1
 NF1406  NAD 27      -  42 03 35.57840(N)    084 50 56.26742(W) AD(       ) 1
 NF1406  NGVD 29 (07/19/86)  314.7    (m)         1032.     (f) VERT ANG       
 NF1406
 NF1406.Superseded values are not recommended for survey control.
 NF1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1406.See file dsdata.txt to determine how the superseded data were derived.
 NF1406
 NF1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7798458669(NAD 83)
 NF1406_MARKER: DS = TRIANGULATION STATION DISK
 NF1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1406+STABILITY: SURFACE MOTION
 NF1406
 NF1406  HISTORY     - Date     Condition        Report By
 NF1406  HISTORY     - 1970     MONUMENTED       NGS
 NF1406  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1406
 NF1406                          STATION DESCRIPTION
 NF1406
 NF1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1406'THE STATION IS LOCATED 11 MILES NORTHEAST OF COLDWATER, 6-1/2
 NF1406'MILES
 NF1406'SOUTH-SOUTHWEST OF HOMER, 5 MILES WEST-NORTHWEST OF LITCHFIELD,
 NF1406'ON PROPERTY OWNED BY
 NF1406'DALE FISHER, WHO LIVES 0.25 MILE EAST OF THE
 NF1406'STATION.
 NF1406'
 NF1406'STATION MARKS ARE STANDARD DISKS STAMPED FISHER RM A 1970.  THE
 NF1406'SURFACE DISK IS
 NF1406'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1406'WHICH IS 12 INCHES UNDERGROUND.
 NF1406'IT IS 113 FEET NORTH OF THE CENTER
 NF1406'OF A PIPELINE RIGHT-OF-WAY, 64 FEET NORTHEAST OF A
 NF1406'14-INCH TREE
 NF1406'AND 20 FEET EAST OF THE CENTER OF A TRACK ROAD.  THE UNDERGROUND MARK
 NF1406'IS SET IN THE TOP
 NF1406'OF AN IRREGULAR MASS OF CONCRETE WHICH IS 42 INCHES
 NF1406'UNDERGROUND.
 NF1406'
 NF1406'NOTE- FOR ADDITIONAL INFORMATION SEE DESCRIPTION FOR TRIANGULATION
 NF1406'STATION FISHER.
 NF1406
 NF1406                          STATION RECOVERY (2001)
 NF1406
 NF1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1406'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0613 ***********************************************************************
 OK0613  DESIGNATION -  FISK
 OK0613  PID         -  OK0613
 OK0613  STATE/COUNTY-  MI/KENT
 OK0613  USGS QUAD   -  SAND LAKE (1985)
 OK0613
 OK0613                         *CURRENT SURVEY CONTROL
 OK0613  ___________________________________________________________________
 OK0613* NAD 83(1994)-  43 16 59.34167(N)    085 36 45.27056(W)     ADJUSTED  
 OK0613* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 OK0613  ___________________________________________________________________
 OK0613  LAPLACE CORR-           4.53  (seconds)                    DEFLEC99
 OK0613  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 OK0613
 OK0613  HORZ ORDER  -  FIRST
 OK0613
 OK0613.The horizontal coordinates were established by classical geodetic methods
 OK0613.and adjusted by the National Geodetic Survey in February 1997..
 OK0613
 OK0613.The orthometric height was scaled from a topographic map.
 OK0613
 OK0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0613
 OK0613.The geoid height was determined by GEOID03.
 OK0613
 OK0613;                    North         East     Units Scale Factor Converg.
 OK0613;SPC MI S     -   198,818.887 3,898,885.830   MT  0.99993099   -0 50 52.4
 OK0613;SPC MI S     -   652,292.94 12,791,620.18   iFT  0.99993099   -0 50 52.4
 OK0613;UTM  16      - 4,793,193.465   612,566.726   MT  0.99975587   +0 57 04.8
 OK0613
 OK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0613!SPC MI S     -   0.99995428  x   0.99993099  =   0.99988527
 OK0613!UTM  16      -   0.99995428  x   0.99975587  =   0.99971016
 OK0613
 OK0613|---------------------------------------------------------------------|
 OK0613| PID    Reference Object                     Distance      Geod. Az  |
 OK0613|                                                           dddmmss.s |
 OK0613| CH0199 FISK RM 1                                          00504     |
 OK0613| CH1612 WHITE CHURCH SPIRE                                 0654100.8 |
 OK0613| OK0618 BALLARDS                            APPROX.20.6 KM 2053313.0 |
 OK0613| CH0200 FISK RM 2                            16.280 METERS 29131     |
 OK0613| OK0612 FISK KNOB SCENIC LOT                 16.279 METERS 29131     |
 OK0613|---------------------------------------------------------------------|
 OK0613
 OK0613                          SUPERSEDED SURVEY CONTROL
 OK0613
 OK0613  NAD 83(1986)-  43 16 59.34049(N)    085 36 45.28044(W) AD(       ) 1
 OK0613  NAD 27      -  43 16 59.24700(N)    085 36 45.13800(W) AD(       ) 1
 OK0613
 OK0613.Superseded values are not recommended for survey control.
 OK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0613.See file dsdata.txt to determine how the superseded data were derived.
 OK0613
 OK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1256793193(NAD 83)
 OK0613_MARKER: DS = TRIANGULATION STATION DISK
 OK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0613_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0613
 OK0613  HISTORY     - Date     Condition        Report By
 OK0613  HISTORY     - 1931     MONUMENTED       CGS
 OK0613  HISTORY     - 1932     GOOD             CGS
 OK0613  HISTORY     - 1975     SEE DESCRIPTION  NGS
 OK0613  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OK0613  HISTORY     - 20030605 GOOD             NGS
 OK0613
 OK0613                          STATION DESCRIPTION
 OK0613
 OK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0613'ABOUT 5 MILES NORTHWEST OF
 OK0613'CEDAR SPRINGS,
 OK0613'ABOUT 0.4 MILE NORTH OF SOUTHEAST CORNER OF SEC. 4, T. 10 N.,
 OK0613'R. 11 W., IN GRASS OVAL, 16.28
 OK0613'METERS (53.4 FEET) EAST-SOUTHEAST OF CENTER OF FISK
 OK0613'KNOB SCENIC LOOKOUT TOWER.  TO REACH FROM CEDAR
 OK0613'SPRINGS, TAKE U.S. ROUTE 131
 OK0613'SOUTH ABOUT 1/4 MILE, TURN RIGHT ON ROUTE M-46 (AT STOP LIGHT) AND
 OK0613'GO WEST 3.0 MILES, TURN RIGHT
 OK0613'(NORTH) ON KENT COUNTY ROUTE 633 AND GO 4.4 MILES, AND THERE TURN
 OK0613'LEFT ONTO ROAD TO LOOKOUT
 OK0613'TOWER.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 OK0613'STATION MARKS IN CONCRETE.
 OK0613'REFERENCE MARKS ARE STANDARD REFERENCE
 OK0613'DISKS IN CONCRETE.  REFERENCE MARK NO. 1 IS 8 METERS (26 FEET)
 OK0613'EAST OF CENTER LINE OF ROUTE
 OK0613'633, 1 FOOT WEST OF IRON CORNER POST, 15 METERS (49 FEET)
 OK0613'WEST-NORTHWEST OF NORTHWEST
 OK0613'CORNER OF SMALL WHITE HOUSE, 14 METERS (46 FEET) NORTH OF CENTER LINE
 OK0613'OF ROAD LEADING TO HOUSE, AND
 OK0613'3/4 MILE FROM STATION N 5 DEG. 05 MIN. E.  REFERENCE MARK NO. 2 IS
 OK0613'UNDER CENTER OF LOOKOUT TOWER, AND 16.28
 OK0613'METERS (53.4 FEET) FROM STATION
 OK0613'N 68 DEG. 28 MIN. W.  WHITE CHURCH SPIRE
 OK0613'IS N 65 DEG. 41 MIN. E.
 OK0613
 OK0613                          STATION RECOVERY (1975)
 OK0613
 OK0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 OK0613'THE SURFACE AND SUB-SURFACE STATION MARKS WERE RECOVERED OUT OF THE
 OK0613'GROUND.  REFERENCE MARK 1 WAS NOT FOUND AND SHOULD ALSO BE
 OK0613'CONSIDERED LOST OR DESTROYED, AN EXTENSIVE SEARCH FOR IT WAS MADE AT
 OK0613'THIS TIME.  THE ONLY REMAINING MARK AT THIS STATION IS REFERENCE
 OK0613'MARK 2 WHICH WAS FOUND IN GOOD CONDITION.  THERE WAS NO AZIMUTH MARK
 OK0613'FOR THIS STATION.  THERE WAS NO VISIBLE OBJECTS TO
 OK0613'RE-ESTABLISH THE STATION.  THE STATION SHOULD BE CONSIDERED
 OK0613'DESTROYED.  REFERENCE MARK 2 WAS LEFT INTACT.
 OK0613'
 OK0613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST
 OK0613'OF CEDAR SPRINGS.
 OK0613
 OK0613                          STATION RECOVERY (1980)
 OK0613
 OK0613'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0613'THE STATION AND REFERENCE MARK 1 WERE NOT FOUND AND SHOULD BE
 OK0613'CONSIDERED LOST OR DESTROYED.  REFERENCE MARK 2 WAS FOUND INTACT AND
 OK0613'IN GOOD CONDITION.
 OK0613
 OK0613                          STATION RECOVERY (2003)
 OK0613
 OK0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DS)
 OK0613'THE STATION WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0350 ***********************************************************************
 PK0350  DESIGNATION -  FIVE CHANNEL DAM
 PK0350  PID         -  PK0350
 PK0350  STATE/COUNTY-  MI/IOSCO
 PK0350  USGS QUAD   -  LOUD DAM (1989)
 PK0350
 PK0350                         *CURRENT SURVEY CONTROL
 PK0350  ___________________________________________________________________
 PK0350* NAD 83(1994)-  44 27 18.85504(N)    083 40 36.70627(W)     ADJUSTED  
 PK0350* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 PK0350  ___________________________________________________________________
 PK0350  X           -     502,254.461 (meters)                     COMP
 PK0350  Y           -  -4,532,582.125 (meters)                     COMP
 PK0350  Z           -   4,444,467.936 (meters)                     COMP
 PK0350  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 PK0350  ELLIP HEIGHT-         184.01  (meters)          (07/17/02) GPS OBS
 PK0350  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 PK0350
 PK0350  HORZ ORDER  -  FIRST
 PK0350  ELLP ORDER  -  FOURTH    CLASS I
 PK0350
 PK0350.The horizontal coordinates were established by GPS observations
 PK0350.and adjusted by the National Geodetic Survey in February 1997..
 PK0350
 PK0350.The orthometric height was determined by GPS observations and a
 PK0350.high-resolution geoid model.
 PK0350
 PK0350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0350
 PK0350.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0350
 PK0350.The ellipsoidal height was determined by GPS observations
 PK0350.and is referenced to NAD 83.
 PK0350
 PK0350.The geoid height was determined by GEOID03.
 PK0350
 PK0350;                    North         East     Units Scale Factor Converg.
 PK0350;SPC MI C     -   126,752.409 6,054,898.278   MT  0.99994877   +0 29 14.2
 PK0350;SPC MI C     -   415,854.36 19,865,151.83   iFT  0.99994877   +0 29 14.2
 PK0350;UTM  17      - 4,925,922.602   287,031.089   MT  1.00015781   -1 52 31.6
 PK0350
 PK0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0350!SPC MI C     -   0.99997115  x   0.99994877  =   0.99991992
 PK0350!UTM  17      -   0.99997115  x   1.00015781  =   1.00012895
 PK0350
 PK0350                          SUPERSEDED SURVEY CONTROL
 PK0350
 PK0350  NAD 83(1986)-  44 27 18.84477(N)    083 40 36.71099(W) AD(       ) 1
 PK0350
 PK0350.Superseded values are not recommended for survey control.
 PK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0350.See file dsdata.txt to determine how the superseded data were derived.
 PK0350
 PK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8703125923(NAD 83)
 PK0350_MARKER: DD = SURVEY DISK
 PK0350_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PK0350_SP_SET: PREFAB CONC. POST IN CONCRETE
 PK0350_STAMPING: FIVE CHANNEL DAM 1991
 PK0350_MARK LOGO: USFS  
 PK0350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PK0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0350+STABILITY: SURFACE MOTION
 PK0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0350+SATELLITE: SATELLITE OBSERVATIONS - 1991
 PK0350
 PK0350  HISTORY     - Date     Condition        Report By
 PK0350  HISTORY     - 1991     MONUMENTED       USFS
 PK0350
 PK0350                          STATION DESCRIPTION
 PK0350
 PK0350'DESCRIBED BY US FOREST SERVICE 1991
 PK0350'FROM THE INTERSECTION OF M-65 AND BAMFIELD ROAD IN DOWNTOWN GLENNIE
 PK0350'PROCEED SOUTH ON M-65, 8.4 MI (13.5 KM) TO AN ACCESS ROAD ON THE RIGHT
 PK0350'BANK OF THE AU SABLE RIVER AT FIVE CHANNELS DAM, TURN NORTHWEST AND
 PK0350'PROCEED 0.2 MI (0.3 KM) TO THE FOOT OF THE EARTHEN DAM, PARK AND CLIMB
 PK0350'TO THE TOP OF THE DAM AND STATION, 4 FT (1.2 M) NORTHWEST OF THE
 PK0350'SIDEWALK ATOP THE DAM, 30 FT (9.1 M) SOUTHWEST OF THE SOUTHWEST
 PK0350'SPILLWAY WALL, 19 FT (5.8 M) SOUTHEAST OF THE WATERS EDGE OF THE
 PK0350'CONCRETE HEADWALL, MAP POSITION IS NEAR THE SOUTH 1/4 CORNER OF
 PK0350'SECTION 23 T24N R6E. STATION MARK IS COMPOSED OF A 3 INCH DIAMETER
 PK0350'BRASS CAP ATOP A 5 INCH SQUARE BY 36 INCH LONG CONCRETE MONUMENT, WITH
 PK0350'REINFORCING ROD, SET 4 INCHES BELOW THE SURFACE AND SURROUNDED BY 240
 PK0350'POUNDS OF REDI-MIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0158 ***********************************************************************
 NE0158  DESIGNATION -  FLAGPOLE USLS
 NE0158  PID         -  NE0158
 NE0158  STATE/COUNTY-  MI/WAYNE
 NE0158  USGS QUAD   -  
 NE0158
 NE0158                         *CURRENT SURVEY CONTROL
 NE0158  ___________________________________________________________________
 NE0158* NAD 83(1986)-  42 26 06.     (N)    082 52 20.     (W)     SCALED    
 NE0158* NAVD 88     -       176.452  (meters)     578.91   (feet)  ADJUSTED  
 NE0158  ___________________________________________________________________
 NE0158  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NE0158  DYNAMIC HT  -         176.401 (meters)     578.74  (feet)  COMP
 NE0158  MODELED GRAV-     980,329.5   (mgal)                       NAVD 88
 NE0158
 NE0158  VERT ORDER  -  FIRST     CLASS 0
 NE0158
 NE0158.The horizontal coordinates were scaled from a topographic map and have
 NE0158.an estimated accuracy of +/- 6 seconds.
 NE0158
 NE0158.The orthometric height was determined by differential leveling
 NE0158.and adjusted by the National Geodetic Survey in June 1991..
 NE0158
 NE0158.The geoid height was determined by GEOID03.
 NE0158
 NE0158.The dynamic height is computed by dividing the NAVD 88
 NE0158.geopotential number by the normal gravity value computed on the
 NE0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0158.degrees latitude (g = 980.6199 gals.).
 NE0158
 NE0158.The modeled gravity was interpolated from observed gravity values.
 NE0158
 NE0158;                    North         East    Units  Estimated Accuracy
 NE0158;SPC MI S     -   104,950.    4,122,960.      MT  (+/- 180 meters Scaled)
 NE0158
 NE0158                          SUPERSEDED SURVEY CONTROL
 NE0158
 NE0158  NGVD 29 (??/??/??)  176.603  (m)          579.40   (f) ADJUSTED    1 0
 NE0158
 NE0158.Superseded values are not recommended for survey control.
 NE0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0158.See file dsdata.txt to determine how the superseded data were derived.
 NE0158
 NE0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG460997(NAD 83)
 NE0158_MARKER: Z = SEE DESCRIPTION
 NE0158_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0158+WITH SETTING: INTO GROUND
 NE0158_PROJECTION: RECESSED 15 CENTIMETERS
 NE0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0158+STABILITY: SURFACE MOTION
 NE0158_ROD/PIPE-DEPTH: 3    meters
 NE0158
 NE0158  HISTORY     - Date     Condition        Report By
 NE0158  HISTORY     - 1969     MONUMENTED       USLS
 NE0158  HISTORY     - 1970     GOOD             USLS
 NE0158  HISTORY     - 1980     GOOD             NGS
 NE0158
 NE0158                          STATION DESCRIPTION
 NE0158
 NE0158'DESCRIBED BY US LAKE SURVEY 1970
 NE0158'AT GROSSE POINTE SHORES.
 NE0158'FLAGPOLE IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, AT GROSSE
 NE0158'POINTE YACHT CLUB, ON EXTENDED CENTERLINE OF ENTRANCE DRIVE,
 NE0158'IN GRASS OVAL, 99.4 FEET NORTH NORTHWEST OF SOUTHWEST CORNER
 NE0158'OF CLUB HOUSE, 79.5 FEET SOUTHWEST OF SOUTHWEST CORNER OF MAIN
 NE0158'ENTRANCE, 72.7 FEET SOUTH OF A LAMP POST, 54.0 FEET EAST OF A
 NE0158'LAMP POST, 41.0 FEET NORTH OF A LAMP POST, 2.3 FEET WEST OF
 NE0158'METAL FLAGPOLE MAST, 1/2 FEET WEST OF WEST EDGE OF CONCRETE
 NE0158'FOUNDATION, 3/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0158'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 NE0158'10 FEET LONG.  NOTE-- PREV. DESIG. BM FLAG POLE 1969.
 NE0158
 NE0158                          STATION RECOVERY (1980)
 NE0158
 NE0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0158'IN GROSSE POINTE SHORES, AT THE GROSSE POINTE YACHT CLUB ON THE
 NE0158'EXTENDED CENTER OF THE MAIN ENTRANCE DRIVE, 30.2 METERS (99.4 FEET)
 NE0158'NORTHWEST OF THE SOUTHWEST CORNER OF THE CLUB HOUSE, 24.2 METERS
 NE0158'(79.5 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE MAIN ENTRANCE
 NE0158'TO THE CLUB HOUSE, 1 METER (3.3 FEET) WEST OF THE METAL FLAG POLE,
 NE0158'AND 0.3 METERS (1 FOOT) WEST OF THE EDGE OF THE CONCRETE FOUNDATION
 NE0158'FOR THE FLAG POLE.  NOTE, MARK IS NOW PROTECTED BY A 5 INCH PVC
 NE0158'PIPE AND A 5-INCH LOGO CAP (NO STAMPING).
 NE0158'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0264 ***********************************************************************
 NE0264  DESIGNATION -  FLAGPOLE USLS
 NE0264  PID         -  NE0264
 NE0264  STATE/COUNTY-  MI/ST CLAIR
 NE0264  USGS QUAD   -  MARINE CITY (1968)
 NE0264
 NE0264                         *CURRENT SURVEY CONTROL
 NE0264  ___________________________________________________________________
 NE0264* NAD 83(1986)-  42 39 19.     (N)    082 30 58.     (W)     SCALED    
 NE0264* NAVD 88     -       177.314  (meters)     581.74   (feet)  ADJUSTED  
 NE0264  ___________________________________________________________________
 NE0264  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0264  DYNAMIC HT  -         177.265 (meters)     581.58  (feet)  COMP
 NE0264  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 NE0264
 NE0264  VERT ORDER  -  FIRST     CLASS 0
 NE0264
 NE0264.The horizontal coordinates were scaled from a topographic map and have
 NE0264.an estimated accuracy of +/- 6 seconds.
 NE0264
 NE0264.The orthometric height was determined by differential leveling
 NE0264.and adjusted by the National Geodetic Survey in June 1991..
 NE0264
 NE0264.The geoid height was determined by GEOID03.
 NE0264
 NE0264.The dynamic height is computed by dividing the NAVD 88
 NE0264.geopotential number by the normal gravity value computed on the
 NE0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0264.degrees latitude (g = 980.6199 gals.).
 NE0264
 NE0264.The modeled gravity was interpolated from observed gravity values.
 NE0264
 NE0264;                    North         East    Units  Estimated Accuracy
 NE0264;SPC MI S     -   129,990.    4,151,710.      MT  (+/- 180 meters Scaled)
 NE0264
 NE0264                          SUPERSEDED SURVEY CONTROL
 NE0264
 NE0264  NGVD 29 (??/??/92)  177.439  (m)          582.15   (f) ADJ UNCH    1 0
 NE0264
 NE0264.Superseded values are not recommended for survey control.
 NE0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0264.See file dsdata.txt to determine how the superseded data were derived.
 NE0264
 NE0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757236(NAD 83)
 NE0264_MARKER: Z = SEE DESCRIPTION
 NE0264_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0264_SP_SET: STEEL ROD
 NE0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0264
 NE0264  HISTORY     - Date     Condition        Report By
 NE0264  HISTORY     - 1957     MONUMENTED       USLS
 NE0264  HISTORY     - 1970     GOOD             USLS
 NE0264  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0264  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NE0264  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0264
 NE0264                          STATION DESCRIPTION
 NE0264
 NE0264'DESCRIBED BY US LAKE SURVEY 1970
 NE0264'AT ROBERTS LANDING.
 NE0264'FLAGPOLE IS AT ROBERTS LANDING, ST. CLAIR COUNTY, MICHIGAN, NEAR
 NE0264'NORTH END OF ALGONAC STATE PARK, ON WEST SIDE OF HIGHWAY M-29,
 NE0264'JUST SOUTH OF THE PARK MANAGERS RESIDENCE AT 8728, ON LINE OF
 NE0264'SOUTHEAST FACE AND 58.2 FEET FROM SOUTH CORNER OF THE DWELLING,
 NE0264'4.4 FEET EAST OF A FLAGPOLE, 3/4 FOOT BELOW THE GROUND SURFACE,
 NE0264'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 NE0264'STEEL ROD, 25 FEET LONG.  NOTE-- BM 1957
 NE0264
 NE0264                          STATION RECOVERY (1980)
 NE0264
 NE0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0264'NOT RECOVERED THE FLAG POLE HAS BEEN MOVED AND A GAS LINE IS NOW
 NE0264'AT THIS LOCATION.
 NE0264
 NE0264                          STATION RECOVERY (1995)
 NE0264
 NE0264'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0264'MARK NOT FOUND.
 NE0264
 NE0264                          STATION RECOVERY (2005)
 NE0264
 NE0264'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0512 ***********************************************************************
 QL0512  DESIGNATION -  FLAMM
 QL0512  PID         -  QL0512
 QL0512  STATE/COUNTY-  MI/MENOMINEE
 QL0512  USGS QUAD   -  NORTH LAKE (1989)
 QL0512
 QL0512                         *CURRENT SURVEY CONTROL
 QL0512  ___________________________________________________________________
 QL0512* NAD 83(1994)-  45 24 43.66471(N)    087 26 44.31882(W)     ADJUSTED  
 QL0512* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QL0512  ___________________________________________________________________
 QL0512  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 QL0512  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 QL0512
 QL0512  HORZ ORDER  -  THIRD
 QL0512
 QL0512.The horizontal coordinates were established by classical geodetic methods
 QL0512.and adjusted by the National Geodetic Survey in February 1997..
 QL0512
 QL0512.The orthometric height was scaled from a topographic map.
 QL0512
 QL0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0512
 QL0512.The geoid height was determined by GEOID03.
 QL0512
 QL0512;                    North         East     Units Scale Factor Converg.
 QL0512;SPC MI N     -    69,986.859 7,965,114.738   MT  1.00001797   -0 19 19.6
 QL0512;SPC MI N     -   229,615.68 26,132,266.20   iFT  1.00001797   -0 19 19.6
 QL0512;UTM  16      - 5,028,830.957   465,129.140   MT  0.99961495   -0 19 02.6
 QL0512
 QL0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0512!SPC MI N     -   0.99997236  x   1.00001797  =   0.99999033
 QL0512!UTM  16      -   0.99997236  x   0.99961495  =   0.99958732
 QL0512
 QL0512|---------------------------------------------------------------------|
 QL0512| PID    Reference Object                     Distance      Geod. Az  |
 QL0512|                                                           dddmmss.s |
 QL0512| CJ4958 FLAMM RM 1                           23.760 METERS 16439     |
 QL0512| CJ4957 FLAMM AZ MK                                        1745026.6 |
 QL0512| CJ4959 FLAMM RM 2                           23.070 METERS 35407     |
 QL0512|---------------------------------------------------------------------|
 QL0512
 QL0512                          SUPERSEDED SURVEY CONTROL
 QL0512
 QL0512  NAD 83(1986)-  45 24 43.66406(N)    087 26 44.31788(W) AD(       ) 3
 QL0512  NAD 27      -  45 24 43.76000(N)    087 26 43.88600(W) AD(       ) 3
 QL0512
 QL0512.Superseded values are not recommended for survey control.
 QL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0512.See file dsdata.txt to determine how the superseded data were derived.
 QL0512
 QL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6512928831(NAD 83)
 QL0512_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0512
 QL0512  HISTORY     - Date     Condition        Report By
 QL0512  HISTORY     - 1954     MONUMENTED       CGS
 QL0512
 QL0512                          STATION DESCRIPTION
 QL0512
 QL0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0512'THE STATION IS LOCATED ABOUT 6 MILES EAST-SOUTHEAST OF STEPHENSON AND
 QL0512'ABOUT 4 MILES
 QL0512'WEST-SOUTHWEST OF CEDAR RIVER.  IT IS 6 FEET EAST-NORTHEAST OF WHITE
 QL0512'WINTESS POST, 6 FEET EAST OF A
 QL0512'FENCE LINE AND 54 FEET NORTH-NORTHEAST OF A LARGE MAPLE TREE.
 QL0512'
 QL0512'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED FLAMM 1954.
 QL0512'
 QL0512'REFERENCE MARK NO. 1 IS 25 FEET EAST OF A FENCE LINE AND 32 FEET
 QL0512'SOUTHEAST OF A LARGE MAPLE
 QL0512'TREE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QL0512'FLAMM NO 1 1954.
 QL0512'
 QL0512'REFERENCE MARK NO. 2 IS 1 FOOT WEST OF A FENCE LINE.  THE MARK
 QL0512'PROJECTS ABOUT 6 INCHES
 QL0512'AND THE DISK IS STAMPED FLAMM NO 2 1954.
 QL0512'
 QL0512'AZIMUTH MARK IS 3 FEET NORTH OF A WHITE WITNESS POST, 19 FEET EAST OF
 QL0512'CENTER LINE OF A GRAVEL
 QL0512'ROAD AND 35 FEET SOUTH OF A DRIVEWAY TO FARM.  THE MARK PROJECTS
 QL0512'ABOUT 6 INCHES AND THE DISK IS
 QL0512'STAMPED FLAMM 1954.
 QL0512'
 QL0512'TO REACH THE STATION FROM THE RAILROAD STATION IN STEPHENSON GO EAST
 QL0512'ON COUNTY ROUTE 352
 QL0512'FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY 41 CONTINUE EAST ON
 QL0512'COUNTY ROUTE 352 FOR 8.4 MILES TO
 QL0512'SIDE ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.3 MILE
 QL0512'TO (AZIMUTH MARK ON RIGHT) CONTINUE NORTH FOR 0.25
 QL0512'MILE TO A TRACK ROAD LEFT, TURN
 QL0512'LEFT FOLLOWING FENCE LANE FOR 0.1 MILE TO GATE, PASS THROUGH GATE AND
 QL0512'TURN RIGHT FOR 0.1 MILE TO
 QL0512'STATION.
 QL0512'
 QL0512'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA2765 ***********************************************************************
 AA2765  DESIGNATION -  FLANDERS AZ MK RESET
 AA2765  PID         -  AA2765
 AA2765  STATE/COUNTY-  MI/ALPENA
 AA2765  USGS QUAD   -  LACHINE (1971)
 AA2765
 AA2765                         *CURRENT SURVEY CONTROL
 AA2765  ___________________________________________________________________
 AA2765* NAD 83(1994)-  45 03 37.60441(N)    083 44 18.47440(W)     ADJUSTED  
 AA2765* NAVD 88     -       228.6    (meters)     750.     (feet)  GPS OBS   
 AA2765  ___________________________________________________________________
 AA2765  X           -     492,216.555 (meters)                     COMP
 AA2765  Y           -  -4,486,051.678 (meters)                     COMP
 AA2765  Z           -   4,492,232.027 (meters)                     COMP
 AA2765  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AA2765  ELLIP HEIGHT-         192.35  (meters)          (07/12/02) GPS OBS
 AA2765  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 AA2765
 AA2765  HORZ ORDER  -  FIRST
 AA2765  ELLP ORDER  -  FOURTH    CLASS I
 AA2765
 AA2765.The horizontal coordinates were established by GPS observations
 AA2765.and adjusted by the National Geodetic Survey in February 1997..
 AA2765
 AA2765.The orthometric height was determined by GPS observations and a
 AA2765.high-resolution geoid model.
 AA2765
 AA2765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2765
 AA2765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2765
 AA2765.The ellipsoidal height was determined by GPS observations
 AA2765.and is referenced to NAD 83.
 AA2765
 AA2765.The geoid height was determined by GEOID03.
 AA2765
 AA2765;                    North         East     Units Scale Factor Converg.
 AA2765;SPC MI C     -   193,960.343 6,049,474.887   MT  0.99991479   +0 26 37.6
 AA2765;SPC MI C     -   636,352.83 19,847,358.55   iFT  0.99991479   +0 26 37.6
 AA2765;UTM  17      - 4,993,313.764   284,394.179   MT  1.00017163   -1 56 21.0
 AA2765
 AA2765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2765!SPC MI C     -   0.99996984  x   0.99991479  =   0.99988464
 AA2765!UTM  17      -   0.99996984  x   1.00017163  =   1.00014147
 AA2765
 AA2765:                Primary Azimuth Mark                     Grid Az
 AA2765:SPC MI C     -  FLANDERS RESET                           087 13 52.5
 AA2765:UTM  17      -  FLANDERS RESET                           089 36 51.1
 AA2765
 AA2765|---------------------------------------------------------------------|
 AA2765| PID    Reference Object                     Distance      Geod. Az  |
 AA2765|                                                           dddmmss.s |
 AA2765| QJ0287 FLANDERS RESET                      APPROX. 1.0 KM 0874030.1 |
 AA2765|---------------------------------------------------------------------|
 AA2765
 AA2765                          SUPERSEDED SURVEY CONTROL
 AA2765
 AA2765  ELLIP H (02/03/97)  192.34   (m)                       GP(       ) 4 1
 AA2765  NAD 83(1986)-  45 03 37.59618(N)    083 44 18.47289(W) AD(       ) 1
 AA2765
 AA2765.Superseded values are not recommended for survey control.
 AA2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2765.See file dsdata.txt to determine how the superseded data were derived.
 AA2765
 AA2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8439493314(NAD 83)
 AA2765_MARKER: DZ = AZIMUTH MARK DISK
 AA2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2765_SP_SET: CONCRETE POST
 AA2765_STAMPING: FLANDERS USLS 1932 RESET 1956
 AA2765_MARK LOGO: USLS  
 AA2765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2765+STABILITY: SURFACE MOTION
 AA2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2765+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1992
 AA2765
 AA2765  HISTORY     - Date     Condition        Report By
 AA2765  HISTORY     - 1956     MONUMENTED       USLS
 AA2765  HISTORY     - 19920601 GOOD             MIDH
 AA2765  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 AA2765
 AA2765                          STATION DESCRIPTION
 AA2765
 AA2765'DESCRIBED BY MI DEPT OF HIGHWAYS 1992 (CCL)
 AA2765'STATION IS LOCATED IN QUAD 450833 AND ON THE LACHINE QUADRANGLE MAP.
 AA2765'IT IS IN THE SOUTHEAST 1/4 OF SECTION 19, T-31-N, R-6-E, GREEN
 AA2765'TOWNSHIP.  ABOUT 15 MILES (24.1 KM) WEST OF ALPENA, ABOUT 14 MILES
 AA2765'(22.5 KM) SOUTH OF POSEN, ABOUT 0.25 MILES (0.40 KM) WEST OF FLANDERS,
 AA2765'AND ON STATE HIGHWAY M-32 RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA2765'INTERSECTION OF STATE HIGHWAY M-65 AND STATE HIGHWAY M-32 IN FLANDERS,
 AA2765'GO EAST ALONG STATE HIGHWAY M-32 FOR 0.43 MILE (0.69 KM) TO STATION ON
 AA2765'RIGHT. STATION PROJECTS 0.7 FT (21.3 CM) ABOVE THE GROUND SURFACE.  IT
 AA2765'IS 140 FT (42.7 M) SOUTH OF THE CENTER OF STATE HIGHWAY M-32, 85 FT
 AA2765'(25.9 M) NORTH OF THE CENTER OF PARK ROAD, 74 FT (22.6 M) NORTHWEST OF
 AA2765'A UTILITY POLE, 75.6 FT (23.0 M) NORTHEAST OF UTILITY POLE, AND 4.0 FT
 AA2765'(1.2 M) NORTH OF A METAL WITNESS POST WITH SIGN.
 AA2765
 AA2765                          STATION RECOVERY (1999)
 AA2765
 AA2765'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA2765'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0287 ***********************************************************************
 QJ0287  DESIGNATION -  FLANDERS RESET
 QJ0287  PID         -  QJ0287
 QJ0287  STATE/COUNTY-  MI/ALPENA
 QJ0287  USGS QUAD   -  LACHINE (1971)
 QJ0287
 QJ0287                         *CURRENT SURVEY CONTROL
 QJ0287  ___________________________________________________________________
 QJ0287* NAD 83(1994)-  45 03 38.89013(N)    083 43 33.70801(W)     ADJUSTED  
 QJ0287* NAVD 88     -       277.7    (meters)     911.     (feet)  GPS OBS   
 QJ0287  ___________________________________________________________________
 QJ0287  X           -     493,190.885 (meters)                     COMP
 QJ0287  Y           -  -4,485,951.271 (meters)                     COMP
 QJ0287  Z           -   4,492,294.798 (meters)                     COMP
 QJ0287  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 QJ0287  ELLIP HEIGHT-         241.42  (meters)          (07/12/02) GPS OBS
 QJ0287  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 QJ0287
 QJ0287  HORZ ORDER  -  FIRST
 QJ0287  ELLP ORDER  -  FOURTH    CLASS I
 QJ0287
 QJ0287.The horizontal coordinates were established by classical geodetic methods
 QJ0287.and adjusted by the National Geodetic Survey in February 1997..
 QJ0287
 QJ0287.The orthometric height was determined by GPS observations and a
 QJ0287.high-resolution geoid model.
 QJ0287
 QJ0287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0287
 QJ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0287
 QJ0287.The ellipsoidal height was determined by GPS observations
 QJ0287.and is referenced to NAD 83.
 QJ0287
 QJ0287.The geoid height was determined by GEOID03.
 QJ0287
 QJ0287;                    North         East     Units Scale Factor Converg.
 QJ0287;SPC MI C     -   194,007.689 6,050,453.897   MT  0.99991480   +0 27 09.2
 QJ0287;SPC MI C     -   636,508.17 19,850,570.53   iFT  0.99991480   +0 27 09.2
 QJ0287;UTM  17      - 4,993,320.366   285,374.561   MT  1.00016644   -1 55 49.3
 QJ0287
 QJ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0287!SPC MI C     -   0.99996215  x   0.99991480  =   0.99987695
 QJ0287!UTM  17      -   0.99996215  x   1.00016644  =   1.00012858
 QJ0287
 QJ0287:                Primary Azimuth Mark                     Grid Az
 QJ0287:SPC MI C     -  POSEN ST CASIMIR CATH CH SPIRE           004 52 00.7
 QJ0287:UTM  17      -  POSEN ST CASIMIR CATH CH SPIRE           007 14 59.2
 QJ0287
 QJ0287|---------------------------------------------------------------------|
 QJ0287| PID    Reference Object                     Distance      Geod. Az  |
 QJ0287|                                                           dddmmss.s |
 QJ0287| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.24.0 KM 0051909.9 |
 QJ0287| CH1139 FLANDERS RM 1                        27.417 METERS 06619     |
 QJ0287| CH1140 FLANDERS RM 3                         8.106 METERS 06621     |
 QJ0287| CH1141 FLANDERS RM 4                         8.740 METERS 11430     |
 QJ0287| AA2765 FLANDERS AZ MK RESET                APPROX. 1.0 KM 2674101.8 |
 QJ0287| CH1138 FLANDERS RM                          59.590 METERS 29153     |
 QJ0287|---------------------------------------------------------------------|
 QJ0287
 QJ0287                          SUPERSEDED SURVEY CONTROL
 QJ0287
 QJ0287  ELLIP H (02/03/97)  241.41   (m)                       GP(       ) 4 1
 QJ0287  NAD 83(1986)-  45 03 38.88220(N)    083 43 33.70565(W) AD(       ) 1
 QJ0287  NAD 27      -  45 03 38.84300(N)    083 43 33.75100(W) AD(       ) 1
 QJ0287
 QJ0287.Superseded values are not recommended for survey control.
 QJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0287.See file dsdata.txt to determine how the superseded data were derived.
 QJ0287
 QJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8537593320(NAD 83)
 QJ0287_MARKER: DD = SURVEY DISK
 QJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0287_SP_SET: CONCRETE POST
 QJ0287_STAMPING: FLANDERS 1905
 QJ0287_MARK LOGO: USLS  
 QJ0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0287+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1992
 QJ0287
 QJ0287  HISTORY     - Date     Condition        Report By
 QJ0287  HISTORY     - 1905     MONUMENTED       USLS
 QJ0287  HISTORY     - 1956     GOOD             USLS
 QJ0287  HISTORY     - 1981     GOOD             MIDH
 QJ0287  HISTORY     - 19920521 GOOD             MIDT
 QJ0287  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0287
 QJ0287                          STATION DESCRIPTION
 QJ0287
 QJ0287'DESCRIBED BY US LAKE SURVEY 1905
 QJ0287'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 3-1/2 MI. W OF
 QJ0287'ALPENA, 1 MI. E OF
 QJ0287'FLANDERS, ABOUT 100 FT. S OF HIGHWAY M-32, ON
 QJ0287'LAND OWNED BY JOHN EAGLING, NEAR THE
 QJ0287'EAGLING FIRE TOWER AND 700
 QJ0287'FT. W OF THE TOP OF THE HILL.
 QJ0287'
 QJ0287'STATION IS A CROSS IN A DISK, SET IN THE TOP OF A 15-N. IN
 QJ0287'DIAMETER CONCRETE
 QJ0287'MONUMENT ABOUT 15 IN. BELOW GROUND SURFACE AND
 QJ0287'S 69 DEG. W, 26.9 FT. FROM THE NE
 QJ0287'LEG OF THE FIRE TOWER.
 QJ0287'
 QJ0287'U.S.L.S. REFERENCE MARK IS A 15-IN. SQUARE CONCRETE POST
 QJ0287'MARKED USLS 1904,
 QJ0287'N 66 DEG. W, 195.5 FT. FROM THE STATION.
 QJ0287'
 QJ0287'REFERENCE MARK 1 IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET
 QJ0287'IN A 10-IN. SQUARE
 QJ0287'CONCRETE POST, N 69 DEG. FT. FROM THE STATION.
 QJ0287'
 QJ0287'AZIMUTH MARK IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET IN A
 QJ0287'10-IN. SQUARE
 QJ0287'CONCRETE POST, N 10 DEG. E, 800 FT. FROM THE STATION.
 QJ0287
 QJ0287                          STATION RECOVERY (1956)
 QJ0287
 QJ0287'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0287'THE STATION MARK, REFERENCE MARK 1 (C AND GS DISK) AND USLS REFERENCE
 QJ0287'MARK WERE RECOVERED IN GOOD CONDITION.
 QJ0287'THE STATION MARK DISK IS STAMPED FLANDERS 1905, NOT FLANDERS
 QJ0287'1904, AS LISTED ON ALL PREVIOUS
 QJ0287'RECORDS AND DESCRIPTIONS.  THE AZIMUTH MARK ESTABLISHED
 QJ0287'IN 1932 WAS FOUND DESTROYED AND THE MONUMENT WAS
 QJ0287'FOUND IN A ROCK PILE TO THE EAST OF
 QJ0287'THE ORIGINAL LOCATION.  BY THE REQUEST OF THE PROPERTY OWNER,
 QJ0287'REFERENCE MARK 1 WAS DESTROYED.  A NEW
 QJ0287'AZIMUTH MARK, REFERENCE MARKS 3 AND 4 WERE ESTABLISHED.  THE
 QJ0287'DIRECTION BETWEEN THE USLS
 QJ0287'REFERENCE MARK AND REFERENCE MARK 1 CHECKED BY 14 SECONDS.  THE
 QJ0287'DISTANCE TO REFERENCE MARK 1
 QJ0287'WAS FOUND TO BE THE SAME AS STATED IN THE 1932 AND 1940
 QJ0287'DESCRIPTION.  THE DISTANCE TO THE
 QJ0287'CLOSEST POINT OF THE CONCRETE MONUMENT OF THE USLS REFERENCE
 QJ0287'MARK CHECKED WITH THE 1932 MEASUREMENT AND THE
 QJ0287'DISTANCE TO THE CENTER OF THE
 QJ0287'MONUMENT WAS FOUND THE SAME AS STATED IN THE 1940 DESCRIPTION.
 QJ0287'THE 1956 DISTANCE AND DIRECTION
 QJ0287'ARE TO THE CENTER OF THE USLS REFERENCE MARK MONUMENT.
 QJ0287'
 QJ0287'A COMPLETE NEW DESCRIPTION FOLLOWS.
 QJ0287'
 QJ0287'THE STATION IS ABOUT 13 MILES WEST OF ALPENA, 8-1/2 MILES EAST OF
 QJ0287'HILLMAN, 0.6 MILE SOUTHWEST
 QJ0287'OF THE JUNCTION OF STATE HIGHWAY 32 AND THE EAST JUNCTION OF STATE
 QJ0287'HIGHWAY 65, 0.2 MILE SOUTHEAST OF
 QJ0287'A ROAD SIDE PARK, ON A HIGH PROMINENT NORTH-SOUTH
 QJ0287'RIDGE AT THE SITE OF THE EAGLING LOOKOUT TOWER, ON
 QJ0287'PROPERTY OWNED BY MR. JIM HODKINS.
 QJ0287'IT IS AT THE EAST EDGE OF A CULTIVATED FIELD, 26.9 FEET SOUTHWEST OF
 QJ0287'THE NORTHWEST LEG OF THE
 QJ0287'LOOKOUT TOWER, 28.6 FEET NORTHWEST OF THE SOUTHWEST LEG AND 5 FEET
 QJ0287'WEST OF THE CENTER OF A DRIVEWAY
 QJ0287'AROUND THE LOOKOUT TOWER.  THE MARK IS A 15 INCH CONCRETE
 QJ0287'MONUMENT THAT IS UNDERGROUND ABOUT 12
 QJ0287'INCHES WITH A STANDARD U.S. LAKE SURVEY DISK IN
 QJ0287'THE TOP STAMPED FLANDERS 1905.
 QJ0287'
 QJ0287'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND THE
 QJ0287'EAST JUNCTION OF STATE
 QJ0287'HIGHWAY 65 ABOUT 14 MILES WEST OF ALPENA, GO WEST ON HIGHWAY 32 AND
 QJ0287'65 FOR 0.55 MILE TO A GRAVEL DRIVEWAY
 QJ0287'ON THE LEFT*.  (THIS IS ABOUT 0.05 MILE BEFORE REACHING A ROAD
 QJ0287'SIDE PARK) TURN LEFT AND GO SOUTH UP HILL ON
 QJ0287'GRAVEL DRIVEWAY FOR 0.2 MILE TO THE STATION.
 QJ0287'
 QJ0287'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON HIGHWAY 32 AND
 QJ0287'65 FOR 0.6 MILE TO THE MARK
 QJ0287'ON THE RIGHT.
 QJ0287'
 QJ0287'REFERENCE MARK USLS 1904 IS AT THE WEST EDGE OF THE CULTIVATED FIELD
 QJ0287'AND 1 FOOT EAST OF A FENCE
 QJ0287'LINE.  THE MARK IS A 15 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 QJ0287'INCHES.  USLS 1904 IS INSCRIBED IN
 QJ0287'THE TOP OF THE CONCRETE MONUMENT.
 QJ0287'
 QJ0287'REFERENCE MARK 3 IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 QJ0287'BASE OF THE NORTHWEST LEG
 QJ0287'OF THE LOOKOUT TOWER, THE BASE IS ABOUT 6 INCHES ABOVE THE GROUND.
 QJ0287'THE DISK IS STAMPED FLANDERS USLS
 QJ0287'NO 3 1956.
 QJ0287'
 QJ0287'REFERENCE MARK 4 IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 QJ0287'BASE OF THE SOUTHWEST LEG
 QJ0287'OF THE LOOKOUT TOWER, THE BASE IS ABOUT 2 INCHES ABOVE THE GROUND.
 QJ0287'THE DISK IS STAMPED FLANDERS USLS
 QJ0287'NO 4 1956
 QJ0287'
 QJ0287'THE AZIMUTH MARK IS 86 FEET NORTH OF THE CENTER OF HIGHWAY 32 AND 65,
 QJ0287'12 FEET SOUTH OF A FENCE LINE
 QJ0287'AND 2 FEET EAST OF A TELEPHONE POLE AND A WHITE WITNESS POST.  THE
 QJ0287'MARK PROJECTS 6 INCHES AND THE DISK
 QJ0287'IS STAMPED FLANDERS USLS 1932 RESET 1956.
 QJ0287
 QJ0287                          STATION RECOVERY (1981)
 QJ0287
 QJ0287'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 QJ0287'FOUND STATION AND RM USLS 1904 AND AZIMUTH MARK IN GOOD CONDITION.
 QJ0287'
 QJ0287'RM 3, MONUMENT BROKEN AND DISK MISSING, RM 4 DISK MISSING, BUT
 QJ0287'SHANK OF DISK IS STILL IN PLACE.
 QJ0287'
 QJ0287'TO REACH AND DESCRIPTION ARE ADEQUATE.
 QJ0287
 QJ0287                          STATION RECOVERY (1992)
 QJ0287
 QJ0287'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QJ0287'STATION IS LOCATED IN QUAD 450833 AND ON THE LACHINE QUADRANGLE MAP.
 QJ0287'IT IS IN THE SOUTHEAST 1/4 OF SECTION 20,  T-31-N, R-6-E, GREEN
 QJ0287'TOWNSHIP, ABOUT 15 MILES (24.1 KM) SOUTH OF POSEN, ABOUT 14 MILES
 QJ0287'(22.5 KM) WEST OF ALPENA, AND ABOUT 1 MILE (1.6 KM) EAST OF FLANDERS.
 QJ0287'ON THE PROPERTY OF RAY ZIELINSKI, 13545 PARK ROAD, LACHINE, MICHIGAN,
 QJ0287'49753, PHONE 517-379-4766 (MUST CONTACT PROIR TO ENTRY). TO REACH FROM
 QJ0287'THE INTERSECTION OF STATE HIGHWAY M-32 AND STATE HIGHWAY M-65 AT
 QJ0287'FLANDERS, GO EAST ALONG STATE HIGHWAY M-32 FOR 0.35 MILES (0.56 KM) TO
 QJ0287'PAVED ROAD RIGHT (PARK ROAD) TURN RIGHT GOING EASTERLY FOR 0.73 MILES
 QJ0287'(1.17 KM) TO DRIVE RIGHT, TURN RIGHT INTO DRIVE GOING SOUTH TO HOUSE
 QJ0287'FOR ACCESS, CONTINUE SOUTHERLY 0.2 MILES (0.3 KM) TO DRIVE END, PACK
 QJ0287'SOUTH TO TOP OF HILL AND STATION. STATION IS RECESSED 1.0 FT (0.3 M)
 QJ0287'BELOW GROUND SURFACE.  IT IS 28.6 FT (8.7 M) NORTHWEST OF SOUTHWEST
 QJ0287'LEG OF ABANDONDED LOOKOUT TOWER LEG, 26.9 FT (8.2 M) SOUTHWEST OF
 QJ0287'NORTHWEST LEG OF ABANDONDED LOOKOUT TOWER LEG, AND 24 FT (7.3 M)
 QJ0287'SOUTHWEST OF SPRUCE TREE.
 QJ0287
 QJ0287                          STATION RECOVERY (1999)
 QJ0287
 QJ0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0469 ***********************************************************************
 QL0469  DESIGNATION -  FLAT
 QL0469  PID         -  QL0469
 QL0469  STATE/COUNTY-  MI/DELTA
 QL0469  USGS QUAD   -  CHANDLER (1985)
 QL0469
 QL0469                         *CURRENT SURVEY CONTROL
 QL0469  ___________________________________________________________________
 QL0469* NAD 83(1994)-  45 49 34.60690(N)    087 10 01.02816(W)     ADJUSTED  
 QL0469* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 QL0469  ___________________________________________________________________
 QL0469  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 QL0469  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QL0469
 QL0469  HORZ ORDER  -  FIRST
 QL0469
 QL0469.The horizontal coordinates were established by classical geodetic methods
 QL0469.and adjusted by the National Geodetic Survey in February 1997..
 QL0469
 QL0469.The orthometric height was scaled from a topographic map.
 QL0469
 QL0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0469
 QL0469.The geoid height was determined by GEOID03.
 QL0469
 QL0469;                    North         East     Units Scale Factor Converg.
 QL0469;SPC MI N     -   115,931.478 7,987,027.770   MT  0.99993473   -0 07 14.4
 QL0469;SPC MI N     -   380,352.62 26,204,159.35   iFT  0.99993473   -0 07 14.4
 QL0469;UTM  16      - 5,074,759.820   487,032.103   MT  0.99960207   -0 07 11.1
 QL0469
 QL0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0469!SPC MI N     -   0.99996667  x   0.99993473  =   0.99990141
 QL0469!UTM  16      -   0.99996667  x   0.99960207  =   0.99956876
 QL0469
 QL0469:                Primary Azimuth Mark                     Grid Az
 QL0469:SPC MI N     -  FLAT AZ MK                               040 40 58.7
 QL0469:UTM  16      -  FLAT AZ MK                               040 40 55.4
 QL0469
 QL0469|---------------------------------------------------------------------|
 QL0469| PID    Reference Object                     Distance      Geod. Az  |
 QL0469|                                                           dddmmss.s |
 QL0469| CJ4960 FLAT AZ MK                                         0403344.3 |
 QL0469| QL0468 FLAT 1954 RM 1                       39.873 METERS 17223     |
 QL0469| CJ4961 FLAT RM 2                            32.152 METERS 27109     |
 QL0469|---------------------------------------------------------------------|
 QL0469
 QL0469                          SUPERSEDED SURVEY CONTROL
 QL0469
 QL0469  NAD 83(1986)-  45 49 34.60424(N)    087 10 01.02584(W) AD(       ) 1
 QL0469  NAD 27      -  45 49 34.72500(N)    087 10 00.53500(W) AD(       ) 1
 QL0469
 QL0469.Superseded values are not recommended for survey control.
 QL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0469.See file dsdata.txt to determine how the superseded data were derived.
 QL0469
 QL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8703274760(NAD 83)
 QL0469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QL0469
 QL0469  HISTORY     - Date     Condition        Report By
 QL0469  HISTORY     - 1954     MONUMENTED       CGS
 QL0469
 QL0469                          STATION DESCRIPTION
 QL0469
 QL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0469'STATION IS LOCATED IN THE VILLAGE OF FLAT ROCK, ABOUT 7-1/2 MILES
 QL0469'NORTHWEST OF ESCANABA, AND ACROSS THE
 QL0469'STREET, NORTH, OF THE FLAT ROCK STATE FOREST SERVICE LOOKOUT TOWER.
 QL0469'IT IS 72 FEET NORTH OF THE
 QL0469'APPROXIMATE CENTERLINE OF THE ROAD, 32 FEET WEST OF AN 18
 QL0469'INCH TREE, AND ALONG THE NORTH EDGE OF
 QL0469'PARKING AREA.  THE MARK IS SET ABOUT 12 INCHES
 QL0469'BELOW THE SURFACE OF THE GROUND AND THE DISK IS STAMPED
 QL0469'FLAT 1954.
 QL0469'
 QL0469'REFERENCE MARK NO. 1 IS SET UNDER THE CENTER OF THE FLAT ROCK STATE
 QL0469'FOREST SERVICE LOOKOUT TOWER.
 QL0469'THE MARK IS FLUSH AND THE DISK IS STAMPED FLAT NO 1 1954.
 QL0469'
 QL0469'REFERENCE MARK NO. 2 IS SET IN THE NORTH EDGE OF THE PARKING AREA,
 QL0469'AND 73 FEET NORTH OF THE
 QL0469'APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 2 INCHES AND
 QL0469'THE DISK IS STAMPED FLAT NO 2 1954.
 QL0469'
 QL0469'AZIMUTH MARK IS 27 FEET WEST OF THE APPROXIMATE CENTERLINE OF THE
 QL0469'ROAD AND 7-1/2 FEET EAST OF
 QL0469'FENCELINE.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FLAT
 QL0469'1954.  TO REACH FROM THE
 QL0469'JUNCTION OF STATE HIGHWAY NO. 31 AND U.S. HIGHWAYS NO. 2 AND 41 IN
 QL0469'THE WEST EDGE OF ESCANABA, GO NORTH
 QL0469'ON U.S. HIGHWAYS NO. 2 AND 41 FOR 3.2 MILES TO JUNCTION
 QL0469'OF COUNTY ROAD NO. 426.  TURN LEFT AND FOLLOW
 QL0469'COUNTY ROAD NO. 426 3.15 MILES TO JUNCTION
 QL0469'OF COUNTY ROAD NO. 416.  TURN LEFT AND FOLLOW COUNTY ROAD NO.
 QL0469'416 WEST FOR 2.85 MILES TO
 QL0469'STATION ON RIGHT AS DESCRIBED.
 QL0469'
 QL0469'TO REACH AZIMUTH MARK FROM STATION GO EAST FOR 0.05 MILE TO SIDE ROAD
 QL0469'LEFT.  TURN LEFT AND GO NORTH
 QL0469'FOR 0.25 MILE TO MARK ON LEFT (WEST) SIDE OF ROAD.
 QL0469'
 QL0469'A TRAVERSE CONNECTION WAS MADE TO FLAT NO 1 AND THE DISTANCE IS SHOWN
 QL0469'ABOVE.
 QL0469'
 QL0469'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1114 ***********************************************************************
 RJ1114  DESIGNATION -  FLAT
 RJ1114  PID         -  RJ1114
 RJ1114  STATE/COUNTY-  MI/MACKINAC
 RJ1114  USGS QUAD   -  OZARK SE (1976)
 RJ1114
 RJ1114                         *CURRENT SURVEY CONTROL
 RJ1114  ___________________________________________________________________
 RJ1114* NAD 83(1994)-  46 01 58.46502(N)    084 46 20.90826(W)     ADJUSTED  
 RJ1114* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 RJ1114  ___________________________________________________________________
 RJ1114  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 RJ1114  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RJ1114
 RJ1114  HORZ ORDER  -  FIRST
 RJ1114
 RJ1114.The horizontal coordinates were established by classical geodetic methods
 RJ1114.and adjusted by the National Geodetic Survey in February 1997..
 RJ1114
 RJ1114.The orthometric height was scaled from a topographic map.
 RJ1114
 RJ1114.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1114
 RJ1114.The geoid height was determined by GEOID03.
 RJ1114
 RJ1114;                    North         East     Units Scale Factor Converg.
 RJ1114;SPC MI N     -   141,305.218 8,172,411.370   MT  0.99991249   +1 36 36.1
 RJ1114;SPC MI N     -   463,599.80 26,812,373.26   iFT  0.99991249   +1 36 36.1
 RJ1114;UTM  16      - 5,100,116.019   672,378.666   MT  0.99996530   +1 36 13.1
 RJ1114
 RJ1114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1114!SPC MI N     -   0.99997185  x   0.99991249  =   0.99988434
 RJ1114!UTM  16      -   0.99997185  x   0.99996530  =   0.99993715
 RJ1114
 RJ1114:                Primary Azimuth Mark                     Grid Az
 RJ1114:SPC MI N     -  MORAN MICROWAVE TOWER                    173 59 24.0
 RJ1114:UTM  16      -  MORAN MICROWAVE TOWER                    173 59 47.0
 RJ1114
 RJ1114|---------------------------------------------------------------------|
 RJ1114| PID    Reference Object                     Distance      Geod. Az  |
 RJ1114|                                                           dddmmss.s |
 RJ1114| QK0774 MORAN MICROWAVE TOWER               APPROX. 7.2 KM 1753600.1 |
 RJ1114| CH1143 FLAT RM 2                            23.504 METERS 24807     |
 RJ1114| RJ1116 KENNETH                             APPROX.14.4 KM 3041238.2 |
 RJ1114| CH1142 FLAT RM 1                            23.922 METERS 35331     |
 RJ1114|---------------------------------------------------------------------|
 RJ1114
 RJ1114                          SUPERSEDED SURVEY CONTROL
 RJ1114
 RJ1114  NAD 83(1986)-  46 01 58.45796(N)    084 46 20.90630(W) AD(       ) 1
 RJ1114  NAD 27      -  46 01 58.40821(N)    084 46 20.71255(W) AD(       ) 1
 RJ1114
 RJ1114.Superseded values are not recommended for survey control.
 RJ1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1114.See file dsdata.txt to determine how the superseded data were derived.
 RJ1114
 RJ1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7237900116(NAD 83)
 RJ1114_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1114_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1114
 RJ1114  HISTORY     - Date     Condition        Report By
 RJ1114  HISTORY     - 1965     MONUMENTED       CGS
 RJ1114  HISTORY     - 19950711 GOOD             USPSQD
 RJ1114
 RJ1114                          STATION DESCRIPTION
 RJ1114
 RJ1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1114'THE STATION IS LOCATED ON A SMALL HILL ABOUT 3 MILES NORTHEAST OF
 RJ1114'MORAN, 4 MILES
 RJ1114'WEST OF ST. MARTIN BAY, AND ON PROPERTY OWNED BY THE
 RJ1114'FEDERAL GOVERNMENT.
 RJ1114'
 RJ1114'TO REACH THE STATION FROM THE POST OFFICE IN MORAN, GO NORTHWEST
 RJ1114'ON STATE HIGHWAY
 RJ1114'123 FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO
 RJ1114'EASTERLY ON A GRAVELED ROAD FOR 4.9
 RJ1114'MILES TO THE CENTER OF AN OVERPASS
 RJ1114'(INTERSTATE 75).  CONTINUE EASTERLY ON A PAVED ROAD
 RJ1114'FOR 0.3 MILE TO A
 RJ1114'CROSSROAD.  TURN LEFT AND GO NORTHWEST ON COUNTY ROAD 412 FOR 1.5
 RJ1114'MILES TO A CROSSROAD
 RJ1114'JUST AFTER PASSING UNDER INTERSTATE 75, AND JUST BEFORE
 RJ1114'REACHING A BRIDGE OVER CARP
 RJ1114'RIVER.  TURN LEFT AND GO SOUTHWEST ON A
 RJ1114'BLACK TOP ROAD FOR 0.25 MILE TO THE END OF THE
 RJ1114'BLACK TOP.  CONTINUE
 RJ1114'AHEAD WEST AND NORTHWEST ON A GRAVELED ROAD FOR 3.25 MILES TO A
 RJ1114'TWIN TRUNKED 6
 RJ1114'INCH WHITE BIRCH TREE ON THE LEFT WITH TRIANGULAR BLAZES ON
 RJ1114'THE EAST SIDE AND THE
 RJ1114'STATION ON THE RIGHT.
 RJ1114'
 RJ1114'STATION MARKS ARE STANDARD DISKS STAMPED FLAT 1965.  THE SURFACE
 RJ1114'DISK IS SET IN A
 RJ1114'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RJ1114'IS 130 FEET NORTHEAST OF THE TWIN
 RJ1114'TRUNKED WHITE BIRCH TREE, 111 FEET
 RJ1114'NORTHEAST OF THE CENTER OF THE GRAVELED ROAD, 52
 RJ1114'FEET SOUTH OF A 6
 RJ1114'INCH PINE TREE, 22 FEET NORTHEAST OF AN 8 INCH ASPEN TREE WITH A
 RJ1114'TRIANGULAR BLAZE ON THE
 RJ1114'WEST SIDE, AND 4 FEET NORTH OF A METAL WITNESS
 RJ1114'POST.  THE UNDERGROUND DISK IS
 RJ1114'SET IN AN IRREGULAR MASS OF CONCRETE 48
 RJ1114'INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1114'
 RJ1114'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FLAT NO 1 1965, IS
 RJ1114'SET IN A ROUND
 RJ1114'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 28
 RJ1114'FEET NORTH-NORTHWEST OF THE 6
 RJ1114'INCH PINE TREE, 23 FEET EAST OF AN 8
 RJ1114'INCH PINE TREE, AND 12 FEET SOUTHWEST OF A 6
 RJ1114'INCH PINE TREE.
 RJ1114'
 RJ1114'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED FLAT NO 2 1965, IS
 RJ1114'SET IN A ROUND
 RJ1114'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 33
 RJ1114'FEET NORTHEAST OF THE CENTER OF
 RJ1114'THE GRAVELED ROAD, 15 FEET SOUTHEAST
 RJ1114'OF A 10 INCH BIRCH TREE, 14 FEET SOUTH OF A 6 INCH
 RJ1114'PINE TREE, AND 1.6
 RJ1114'FEET NORTH OF A METAL WITNESS POST.
 RJ1114'
 RJ1114'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1114'TIME.
 RJ1114'
 RJ1114'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RJ1114
 RJ1114                          STATION RECOVERY (1995)
 RJ1114
 RJ1114'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0468 ***********************************************************************
 QL0468  DESIGNATION -  FLAT 1954 RM 1
 QL0468  PID         -  QL0468
 QL0468  STATE/COUNTY-  MI/DELTA
 QL0468  USGS QUAD   -  CHANDLER (1985)
 QL0468
 QL0468                         *CURRENT SURVEY CONTROL
 QL0468  ___________________________________________________________________
 QL0468* NAD 83(1994)-  45 49 33.32683(N)    087 10 00.78335(W)     ADJUSTED  
 QL0468* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 QL0468  ___________________________________________________________________
 QL0468  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 QL0468  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QL0468
 QL0468  HORZ ORDER  -  SECOND
 QL0468
 QL0468.The horizontal coordinates were established by classical geodetic methods
 QL0468.and adjusted by the National Geodetic Survey in February 1997..
 QL0468
 QL0468.The orthometric height was scaled from a topographic map.
 QL0468
 QL0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0468
 QL0468.The geoid height was determined by GEOID03.
 QL0468
 QL0468;                    North         East     Units Scale Factor Converg.
 QL0468;SPC MI N     -   115,891.948 7,987,032.970   MT  0.99993478   -0 07 14.2
 QL0468;SPC MI N     -   380,222.93 26,204,176.41   iFT  0.99993478   -0 07 14.2
 QL0468;UTM  16      - 5,074,720.304   487,037.302   MT  0.99960207   -0 07 10.9
 QL0468
 QL0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0468!SPC MI N     -   0.99996667  x   0.99993478  =   0.99990146
 QL0468!UTM  16      -   0.99996667  x   0.99960207  =   0.99956876
 QL0468
 QL0468                          SUPERSEDED SURVEY CONTROL
 QL0468
 QL0468  NAD 83(1986)-  45 49 33.32418(N)    087 10 00.78103(W) AD(       ) 2
 QL0468  NAD 27      -  45 49 33.44500(N)    087 10 00.29000(W) AD(       ) 2
 QL0468
 QL0468.Superseded values are not recommended for survey control.
 QL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0468.See file dsdata.txt to determine how the superseded data were derived.
 QL0468
 QL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8703774720(NAD 83)
 QL0468
 QL0468  HISTORY     - Date     Condition        Report By
 QL0468  HISTORY     - 1954     MONUMENTED       CGS
 QL0468
 QL0468                          STATION DESCRIPTION
 QL0468
 QL0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0468'STATION IS LOCATED IN THE VILLAGE OF FLAT ROCK, ABOUT 7-1/2 MILES
 QL0468'NORTHWEST OF
 QL0468'ESCANABA.  IT IS 58 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 QL0468'ROAD, AND UNDER THE CENTER OF FLAT ROCK
 QL0468'STATE FOREST SERVICE LOOKOUT TOWER.  THE MARK IS SET FLUSH
 QL0468'AND THE DISK IS STAMPED FLAT NO 1 1954.  NOTE-
 QL0468'11B.
 QL0468'
 QL0468'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FLAT 1954,
 QL0468'AND THE DISTANCE IS 39.873 METERS
 QL0468'OR 130.82 FEET.
 QL0468'
 QL0468'TO REACH FROM THE JUNCTION OF STATE HIGHWAY NO. 31 AND U.S. HIGHWAYS
 QL0468'NO. 2 AND 41 IN THE WEST EDGE OF
 QL0468'ESCANABA, GO NORTH ON U.S. HIGHWAYS NO. 2 AND 41 FOR 3.2 MILES TO
 QL0468'JUNCTION OF COUNTY ROAD NO. 426.  TURN
 QL0468'LEFT AND FOLLOW COUNTY ROAD NO. 426 FOR 3.15 MILE TO
 QL0468'JUNCTION OF COUNTY ROAD NO. 416.  TURN LEFT AND
 QL0468'FOLLOW COUNTY ROAD NO. 416 WEST FOR 2.85
 QL0468'MILES TO STATION ON LEFT (SOUTH) SIDE OF ROAD AS DESCRIBED.
 QL0468'
 QL0468'NOTE- MARK IS SET AT THE CENTER OF THE BASE OF LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1420 ***********************************************************************
 NE1420  DESIGNATION -  FLAT ROCK DT AND I RR CO TANK
 NE1420  PID         -  NE1420
 NE1420  STATE/COUNTY-  MI/WAYNE
 NE1420  USGS QUAD   -  FLAT ROCK (1973)
 NE1420
 NE1420                         *CURRENT SURVEY CONTROL
 NE1420  ___________________________________________________________________
 NE1420* NAD 83(1994)-  42 06 42.66358(N)    083 15 49.40736(W)     ADJUSTED  
 NE1420* NAVD 88     -                                                        
 NE1420  ___________________________________________________________________
 NE1420  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 NE1420  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE1420
 NE1420  HORZ ORDER  -  THIRD
 NE1420
 NE1420.The horizontal coordinates were established by classical geodetic methods
 NE1420.and adjusted by the National Geodetic Survey in February 1997..
 NE1420
 NE1420
 NE1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1420
 NE1420.The geoid height was determined by GEOID03.
 NE1420
 NE1420;                    North         East     Units Scale Factor Converg.
 NE1420;SPC MI S     -    68,561.407 4,091,216.554   MT  0.99999722   +0 45 02.1
 NE1420;SPC MI S     -   224,939.00 13,422,626.49   iFT  0.99999722   +0 45 02.1
 NE1420;UTM  17      - 4,664,674.949   312,847.423   MT  1.00003100   -1 31 06.4
 NE1420
 NE1420                          SUPERSEDED SURVEY CONTROL
 NE1420
 NE1420  NAD 83(1986)-  42 06 42.67345(N)    083 15 49.43418(W) AD(       ) 4
 NE1420  NAD 27      -  42 06 42.51900(N)    083 15 49.69200(W) AD(       ) 3
 NE1420
 NE1420.Superseded values are not recommended for survey control.
 NE1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1420.See file dsdata.txt to determine how the superseded data were derived.
 NE1420
 NE1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1284764675(NAD 83)
 NE1420
 NE1420  HISTORY     - Date     Condition        Report By
 NE1420  HISTORY     - 1957     MONUMENTED       CGS
 NE1420  HISTORY     - 1977     GOOD             NGS
 NE1420  HISTORY     - 19991023 GOOD             USPSQD
 NE1420
 NE1420                          STATION DESCRIPTION
 NE1420
 NE1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1420'THE STATION IS THE FINIAL AT THE APEX OF THE ROOF OF
 NE1420'THE DETROIT TOLEDO
 NE1420'AND IRONTON RAILROAD COMPANY WATER TANK, LOCATED
 NE1420'ABOUT 1.5 MI. NE OF FLAT ROCK.  THE
 NE1420'TANK IS SUPPORTED BY A
 NE1420'SIX-LEGGED STEEL STRUCTURE, WITH THE BOTTOM PART OF
 NE1420'THE TANK AND
 NE1420'THE SUPPORTING STRUCTURE ARE BLACK IN COLOR.  THE TOP PART OF THE
 NE1420'TANK IS COLORED
 NE1420'WITH BLACK AND WHITE CHECKS.  THE OVERALL HEIGHT IS ABOUT 150 FT.
 NE1420'
 NE1420'TO REACH THE STATION FROM U.S. HIGHWAYS 24 AND 25 (TELEGRAPH
 NE1420'ROAD) AND VREELAND
 NE1420'ROAD (IN THE N SECTION OF FLAT ROCK), GO E ON
 NE1420'VREELAND ROAD FOR 1.05 MI. TO CAHILL
 NE1420'ROAD RIGHT AND A PAVED ROAD
 NE1420'LEFT.  TURN LEFT AND GO N AND E FOR 0.3 MI. TO THE TANK
 NE1420'ON THE
 NE1420'RIGHT AT THE EDGE OF THE PARKING AREA.
 NE1420'
 NE1420'THIS IS AN INTERSECTION STATION.
 NE1420
 NE1420                          STATION RECOVERY (1977)
 NE1420
 NE1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1420'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1420'THE TANK IS NOW PAINTED GREY.
 NE1420'
 NE1420'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES NE OF
 NE1420'FLAT ROCK.
 NE1420
 NE1420                          STATION RECOVERY (1999)
 NE1420
 NE1420'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1422 ***********************************************************************
 NE1422  DESIGNATION -  FLAT ROCK MUNICIPAL TANK
 NE1422  PID         -  NE1422
 NE1422  STATE/COUNTY-  MI/WAYNE
 NE1422  USGS QUAD   -  FLAT ROCK (1973)
 NE1422
 NE1422                         *CURRENT SURVEY CONTROL
 NE1422  ___________________________________________________________________
 NE1422* NAD 83(1994)-  42 06 01.81622(N)    083 17 42.79544(W)     ADJUSTED  
 NE1422* NAVD 88     -                                                        
 NE1422  ___________________________________________________________________
 NE1422  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 NE1422  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE1422
 NE1422  HORZ ORDER  -  THIRD
 NE1422
 NE1422.The horizontal coordinates were established by classical geodetic methods
 NE1422.and adjusted by the National Geodetic Survey in February 1997..
 NE1422
 NE1422
 NE1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1422
 NE1422.The geoid height was determined by GEOID03.
 NE1422
 NE1422;                    North         East     Units Scale Factor Converg.
 NE1422;SPC MI S     -    67,267.559 4,088,627.867   MT  0.99999988   +0 43 44.9
 NE1422;SPC MI S     -   220,694.09 13,414,133.42   iFT  0.99999988   +0 43 44.9
 NE1422;UTM  17      - 4,663,484.546   310,209.445   MT  1.00004324   -1 32 21.3
 NE1422
 NE1422                          SUPERSEDED SURVEY CONTROL
 NE1422
 NE1422  NAD 83(1986)-  42 06 01.82596(N)    083 17 42.82174(W) AD(       ) 4
 NE1422  NAD 27      -  42 06 01.66800(N)    083 17 43.07000(W) AD(       ) 3
 NE1422
 NE1422.Superseded values are not recommended for survey control.
 NE1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1422.See file dsdata.txt to determine how the superseded data were derived.
 NE1422
 NE1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1020963485(NAD 83)
 NE1422_MARKER: 51 = TANK
 NE1422
 NE1422  HISTORY     - Date     Condition        Report By
 NE1422  HISTORY     - 1957     FIRST OBSERVED   CGS
 NE1422  HISTORY     - 1977     GOOD             NGS
 NE1422  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE1422
 NE1422                          STATION DESCRIPTION
 NE1422
 NE1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1422'THE STATION IS THE FINIAL AT THE APEX OF THE MUNICIPAL
 NE1422'WATER TANK OF FLAT
 NE1422'ROCK.  IT IS LOCATED IN THE NW SECTION OF THE
 NE1422'TOWN, 0.2 MI. W OF U.S. HIGHWAYS 24
 NE1422'AND 25, AND ABOUT 75 FT. S OF
 NE1422'HIGHWAY M 56.  THE TANK IS SUPPORTED BY A FOUR-LEGGED
 NE1422'STEEL STRUCTURE,
 NE1422'AND THE OVERALL HEIGHT IS ABOUT 150 FT.  THE TANK AND THE
 NE1422'SUPPORTING
 NE1422'STRUCTURE ARE ALUMINUM COLORED.
 NE1422'
 NE1422'THIS IS AN INTERSECTION STATION.
 NE1422
 NE1422                          STATION RECOVERY (1977)
 NE1422
 NE1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1422'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1422'
 NE1422'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FLAT ROCK.
 NE1422
 NE1422                          STATION RECOVERY (1999)
 NE1422
 NE1422'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1422'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0389 ***********************************************************************
 OJ0389  DESIGNATION -  FLINT
 OJ0389  PID         -  OJ0389
 OJ0389  STATE/COUNTY-  MI/GENESEE
 OJ0389  USGS QUAD   -  FLINT NORTH (1975)
 OJ0389
 OJ0389                         *CURRENT SURVEY CONTROL
 OJ0389  ___________________________________________________________________
 OJ0389* NAD 83(1986)-  43 01 09.     (N)    083 41 37.     (W)     SCALED    
 OJ0389* NAVD 88     -       217.902  (meters)     714.90   (feet)  ADJUSTED  
 OJ0389  ___________________________________________________________________
 OJ0389  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 OJ0389  DYNAMIC HT  -         217.846 (meters)     714.72  (feet)  COMP
 OJ0389  MODELED GRAV-     980,359.7   (mgal)                       NAVD 88
 OJ0389
 OJ0389  VERT ORDER  -  SECOND    CLASS 0
 OJ0389
 OJ0389.The horizontal coordinates were scaled from a topographic map and have
 OJ0389.an estimated accuracy of +/- 6 seconds.
 OJ0389
 OJ0389.The orthometric height was determined by differential leveling
 OJ0389.and adjusted by the National Geodetic Survey in June 1991..
 OJ0389
 OJ0389.The geoid height was determined by GEOID03.
 OJ0389
 OJ0389.The dynamic height is computed by dividing the NAVD 88
 OJ0389.geopotential number by the normal gravity value computed on the
 OJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0389.degrees latitude (g = 980.6199 gals.).
 OJ0389
 OJ0389.The modeled gravity was interpolated from observed gravity values.
 OJ0389
 OJ0389;                    North         East    Units  Estimated Accuracy
 OJ0389;SPC MI S     -   168,970.    4,054,860.      MT  (+/- 180 meters Scaled)
 OJ0389
 OJ0389                          SUPERSEDED SURVEY CONTROL
 OJ0389
 OJ0389  NGVD 29 (??/??/92)  218.054  (m)          715.40   (f) ADJ UNCH    2 0
 OJ0389
 OJ0389.Superseded values are not recommended for survey control.
 OJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0389.See file dsdata.txt to determine how the superseded data were derived.
 OJ0389
 OJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH805664(NAD 83)
 OJ0389_MARKER: DB = BENCH MARK DISK
 OJ0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0389_STAMPING: FLINT 1934
 OJ0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0389+STABILITY: SURFACE MOTION
 OJ0389
 OJ0389  HISTORY     - Date     Condition        Report By
 OJ0389  HISTORY     - 1934     MONUMENTED       CGS
 OJ0389  HISTORY     - 1961     MARK NOT FOUND   AEROS
 OJ0389  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 OJ0389  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 OJ0389
 OJ0389                          STATION DESCRIPTION
 OJ0389
 OJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0389'AT FLINT.
 OJ0389'AT FLINT, GENESEE COUNTY, IN FRONT OF THE HOTEL DURANT, AT THE
 OJ0389'SOUTHERN END OF THE CITY PARK, JUST NORTH OF A SMALL CANNON, 36
 OJ0389'FEET NORTH OF THE INTERSECTION OF THE EAST CURB OF SAGINAW
 OJ0389'STREET WITH THE WEST CURB OF DETROIT STREET, AND 8 FEET EAST OF
 OJ0389'THE EAST RAIL TO THE WOMENS REST ROOM.  A STANDARD DISK, STAMPED
 OJ0389'FLINT 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- STREET
 OJ0389'IMPROVEMENTS AND RECONSTRUCTION OF A PARK PROBABLY DESTROYED
 OJ0389'THIS MARK.
 OJ0389
 OJ0389                          STATION RECOVERY (1961)
 OJ0389
 OJ0389'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961
 OJ0389'MARK NOT FOUND.
 OJ0389
 OJ0389                          STATION RECOVERY (2005)
 OJ0389
 OJ0389'RECOVERY NOTE BY US POWER SQUADRON 2005
 OJ0389'MARK NOT FOUND.
 OJ0389
 OJ0389                          STATION RECOVERY (2006)
 OJ0389
 OJ0389'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 OJ0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1025 ***********************************************************************
 OJ1025  DESIGNATION -  FLINT A C SPARK PLUG CO STACK
 OJ1025  PID         -  OJ1025
 OJ1025  STATE/COUNTY-  MI/GENESEE
 OJ1025  USGS QUAD   -  FLINT NORTH (1975)
 OJ1025
 OJ1025                         *CURRENT SURVEY CONTROL
 OJ1025  ___________________________________________________________________
 OJ1025* NAD 83(1994)-  43 01 44.73563(N)    083 39 15.15081(W)     ADJUSTED  
 OJ1025* NAVD 88     -                                                        
 OJ1025  ___________________________________________________________________
 OJ1025  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 OJ1025  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OJ1025
 OJ1025  HORZ ORDER  -  THIRD
 OJ1025
 OJ1025.The horizontal coordinates were established by classical geodetic methods
 OJ1025.and adjusted by the National Geodetic Survey in February 1997..
 OJ1025
 OJ1025
 OJ1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1025
 OJ1025.The geoid height was determined by GEOID03.
 OJ1025
 OJ1025;                    North         East     Units Scale Factor Converg.
 OJ1025;SPC MI S     -   170,093.985 4,058,061.190   MT  0.99991003   +0 29 05.5
 OJ1025;SPC MI S     -   558,051.13 13,313,849.05   iFT  0.99991003   +0 29 05.5
 OJ1025;UTM  17      - 4,767,464.620   283,756.493   MT  1.00017529   -1 48 42.7
 OJ1025
 OJ1025                          SUPERSEDED SURVEY CONTROL
 OJ1025
 OJ1025  NAD 83(1986)-  43 01 44.73259(N)    083 39 15.17887(W) AD(       ) 4
 OJ1025  NAD 27      -  43 01 44.63600(N)    083 39 15.34300(W) AD(       ) 3
 OJ1025
 OJ1025.Superseded values are not recommended for survey control.
 OJ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1025.See file dsdata.txt to determine how the superseded data were derived.
 OJ1025
 OJ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8375667465(NAD 83)
 OJ1025
 OJ1025  HISTORY     - Date     Condition        Report By
 OJ1025  HISTORY     - 1943     MONUMENTED       CGS
 OJ1025  HISTORY     - 19950915 GOOD             USPSQD
 OJ1025  HISTORY     - 20040329 GOOD             USPSQD
 OJ1025
 OJ1025                          STATION DESCRIPTION
 OJ1025
 OJ1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1025'THIS STATION IS LOCATED ON THE E SIDE OF U.S. HIGHWAY
 OJ1025'10 ABOUT 0.2 MILE
 OJ1025'S OF STATE HIGHWAY 21.  THE STACK IS LOCATED AT
 OJ1025'THE POWER PLANT OF THE A-C SPARK
 OJ1025'PLUG DIVISION OF GENERAL MOTORS.
 OJ1025'IT IS A CONCRETE STACK 185 FEET HIGH AND WAS BUILT
 OJ1025'IN 1934.
 OJ1025'
 OJ1025'THE POINT OBSERVED UPON WAS THE CENTER OF THE STACK.
 OJ1025'
 OJ1025'AN INTERSECTION STATION.
 OJ1025
 OJ1025                          STATION RECOVERY (1995)
 OJ1025
 OJ1025'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1025'RECOVERED IN GOOD CONDITION.
 OJ1025
 OJ1025                          STATION RECOVERY (2004)
 OJ1025
 OJ1025'RECOVERY NOTE BY US POWER SQUADRON 2004 (RR)
 OJ1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1034 ***********************************************************************
 OJ1034  DESIGNATION -  FLINT BEECHER METRO DIST TANK
 OJ1034  PID         -  OJ1034
 OJ1034  STATE/COUNTY-  MI/GENESEE
 OJ1034  USGS QUAD   -  FLINT NORTH (1975)
 OJ1034
 OJ1034                         *CURRENT SURVEY CONTROL
 OJ1034  ___________________________________________________________________
 OJ1034* NAD 83(1994)-  43 05 18.15114(N)    083 41 44.51334(W)     ADJUSTED  
 OJ1034* NAVD 88     -                                                        
 OJ1034  ___________________________________________________________________
 OJ1034  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 OJ1034  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 OJ1034
 OJ1034  HORZ ORDER  -  THIRD
 OJ1034
 OJ1034.The horizontal coordinates were established by classical geodetic methods
 OJ1034.and adjusted by the National Geodetic Survey in February 1997..
 OJ1034
 OJ1034
 OJ1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1034
 OJ1034.The geoid height was determined by GEOID03.
 OJ1034
 OJ1034;                    North         East     Units Scale Factor Converg.
 OJ1034;SPC MI S     -   176,651.291 4,054,627.623   MT  0.99991316   +0 27 23.8
 OJ1034;SPC MI S     -   579,564.60 13,302,584.06   iFT  0.99991316   +0 27 23.8
 OJ1034;UTM  17      - 4,774,156.136   280,587.726   MT  1.00019227   -1 50 32.0
 OJ1034
 OJ1034                          SUPERSEDED SURVEY CONTROL
 OJ1034
 OJ1034  NAD 83(1986)-  43 05 18.14772(N)    083 41 44.54033(W) AD(       ) 4
 OJ1034  NAD 27      -  43 05 18.05200(N)    083 41 44.69600(W) AD(       ) 3
 OJ1034
 OJ1034.Superseded values are not recommended for survey control.
 OJ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1034.See file dsdata.txt to determine how the superseded data were derived.
 OJ1034
 OJ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8058874156(NAD 83)
 OJ1034
 OJ1034  HISTORY     - Date     Condition        Report By
 OJ1034  HISTORY     - 1943     MONUMENTED       CGS
 OJ1034  HISTORY     - 19950915 GOOD             USPSQD
 OJ1034
 OJ1034                          STATION DESCRIPTION
 OJ1034
 OJ1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1034'STATION IS LOCATED IN THE BEECHER METROPOLITAN
 OJ1034'DISTRICT OF THE
 OJ1034'CITY OF FLINT.  THE TANK IS ON CITY PROPERTY AT THE
 OJ1034'MUNICIPAL WATERWORKS, WHICH IS
 OJ1034'LOCATED IN THE SW ANGLE OF THE INTERSECTION
 OJ1034'OF LEWIS STREET AND N SAGINAW STREET.
 OJ1034'
 OJ1034'THE TANK IS A SIX-LEGGED, SILVER-PAINTED STEEL STRUCTURE ABOUT
 OJ1034'140 FEET IN
 OJ1034'HEIGHT.  ON THE E SIDE THE FOLLOWING BLACK LETTERS ARE
 OJ1034'INSCRIBED- BEECHER
 OJ1034'METROPOLITAN DISTRICT.
 OJ1034'
 OJ1034'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE PEAK OF THE
 OJ1034'CONICAL ROOF.
 OJ1034'
 OJ1034'A TRAVERSE CONNECTION WAS MADE FROM THE CENTER OF THE TANK TO
 OJ1034'TRIANGULATION
 OJ1034'STATION BEECHER, DISTANCE-46.147 METERS, 151.40 FEET.
 OJ1034'
 OJ1034'THIS IS A TRAVERSE STATION.
 OJ1034
 OJ1034                          STATION RECOVERY (1995)
 OJ1034
 OJ1034'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1026 ***********************************************************************
 OJ1026  DESIGNATION -  FLINT BUICK MOTOR CO E STACK
 OJ1026  PID         -  OJ1026
 OJ1026  STATE/COUNTY-  MI/GENESEE
 OJ1026  USGS QUAD   -  FLINT NORTH (1975)
 OJ1026
 OJ1026                         *CURRENT SURVEY CONTROL
 OJ1026  ___________________________________________________________________
 OJ1026* NAD 83(1994)-  43 02 34.66194(N)    083 41 02.87667(W)     ADJUSTED  
 OJ1026* NAVD 88     -                                                        
 OJ1026  ___________________________________________________________________
 OJ1026  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 OJ1026  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 OJ1026
 OJ1026  HORZ ORDER  -  THIRD
 OJ1026
 OJ1026.The horizontal coordinates were established by classical geodetic methods
 OJ1026.and adjusted by the National Geodetic Survey in February 1997..
 OJ1026
 OJ1026
 OJ1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1026
 OJ1026.The geoid height was determined by GEOID03.
 OJ1026
 OJ1026;                    North         East     Units Scale Factor Converg.
 OJ1026;SPC MI S     -   171,614.284 4,055,610.136   MT  0.99991067   +0 27 52.1
 OJ1026;SPC MI S     -   563,038.99 13,305,807.53   iFT  0.99991067   +0 27 52.1
 OJ1026;UTM  17      - 4,769,082.372   281,367.693   MT  1.00018807   -1 49 58.0
 OJ1026
 OJ1026                          SUPERSEDED SURVEY CONTROL
 OJ1026
 OJ1026  NAD 83(1986)-  43 02 34.65939(N)    083 41 02.90424(W) AD(       ) 4
 OJ1026  NAD 27      -  43 02 34.56500(N)    083 41 03.06200(W) AD(       ) 3
 OJ1026
 OJ1026.Superseded values are not recommended for survey control.
 OJ1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1026.See file dsdata.txt to determine how the superseded data were derived.
 OJ1026
 OJ1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8136869082(NAD 83)
 OJ1026
 OJ1026  HISTORY     - Date     Condition        Report By
 OJ1026  HISTORY     - 1943     MONUMENTED       CGS
 OJ1026  HISTORY     - 19950915 GOOD             USPSQD
 OJ1026  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 OJ1026
 OJ1026                          STATION DESCRIPTION
 OJ1026
 OJ1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1026'THIS STATION IS LOCATED AT THE BUICK MOTOR COMPANY, A DIVISION
 OJ1026'OF GENERAL MOTORS.
 OJ1026'THE STACK IS AT THE POWER PLANT ON THE S
 OJ1026'SIDE OF LEITH STREET.  IT IS A BRICK
 OJ1026'STACK 225 FEET HIGH AND WAS
 OJ1026'BUILT IN 1921.  THE MOST E OF TWIN STACKS IS THE
 OJ1026'STATION.  THE TWIN
 OJ1026'STACKS ARE IDENTICAL IN SIZE AND SHAPE, BUT MAY BE IDENTIFIED IN
 OJ1026'THE FOLLOWING
 OJ1026'WAY- THE E STACK HAS THE VERTICAL LETTERS BUICK
 OJ1026'ON THE N AND S SIDES, WHILE THE
 OJ1026'W STACK HAS THE VERTICAL LETTERS
 OJ1026'BUICK ON THE E AND W SIDES.
 OJ1026'
 OJ1026'THE STATION MAY BE REACHED FROM THE JUNCTION OF INDUSTRIAL AND
 OJ1026'LEITH STREETS BY
 OJ1026'GOING E FOR 0.2 MILE ON LEITH STREET TO THE STACK
 OJ1026'ON THE RIGHT.
 OJ1026'
 OJ1026'THE POINT SIGHTED UPON WAS THE CENTER OF THE STACK.
 OJ1026'
 OJ1026'AN INTERSECTION STATION.
 OJ1026
 OJ1026                          STATION RECOVERY (1995)
 OJ1026
 OJ1026'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1026'RECOVERED IN GOOD CONDITION.
 OJ1026
 OJ1026                          STATION RECOVERY (2004)
 OJ1026
 OJ1026'RECOVERY NOTE BY US POWER SQUADRON 2004 (RR)
 OJ1026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1519 ***********************************************************************
 NE1519  DESIGNATION -  FLINT BURTON TOWNSHIP TANK
 NE1519  PID         -  NE1519
 NE1519  STATE/COUNTY-  MI/GENESEE
 NE1519  USGS QUAD   -  FLINT SOUTH (1975)
 NE1519
 NE1519                         *CURRENT SURVEY CONTROL
 NE1519  ___________________________________________________________________
 NE1519* NAD 83(1994)-  42 58 29.02343(N)    083 40 18.23894(W)     ADJUSTED  
 NE1519* NAVD 88     -                                                        
 NE1519  ___________________________________________________________________
 NE1519  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 NE1519  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NE1519
 NE1519  HORZ ORDER  -  THIRD
 NE1519
 NE1519.The horizontal coordinates were established by classical geodetic methods
 NE1519.and adjusted by the National Geodetic Survey in February 1997..
 NE1519
 NE1519
 NE1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1519
 NE1519.The geoid height was determined by GEOID03.
 NE1519
 NE1519;                    North         East     Units Scale Factor Converg.
 NE1519;SPC MI S     -   164,043.300 4,056,682.925   MT  0.99990810   +0 28 22.5
 NE1519;SPC MI S     -   538,199.80 13,309,327.18   iFT  0.99990810   +0 28 22.5
 NE1519;UTM  17      - 4,761,472.382   282,136.514   MT  1.00018395   -1 49 19.1
 NE1519
 NE1519                          SUPERSEDED SURVEY CONTROL
 NE1519
 NE1519  NAD 83(1986)-  42 58 29.02125(N)    083 40 18.26764(W) AD(       ) 4
 NE1519  NAD 27      -  42 58 28.92000(N)    083 40 18.42000(W) AD(       ) 3
 NE1519
 NE1519.Superseded values are not recommended for survey control.
 NE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1519.See file dsdata.txt to determine how the superseded data were derived.
 NE1519
 NE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8213761472(NAD 83)
 NE1519
 NE1519  HISTORY     - Date     Condition        Report By
 NE1519  HISTORY     - 1943     MONUMENTED       CGS
 NE1519  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NE1519  HISTORY     - 19950915 GOOD             USPSQD
 NE1519  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 NE1519
 NE1519                          STATION DESCRIPTION
 NE1519
 NE1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1519'STATION IS LOCATED IN THE SE SECTION OF FLINT AT THE NE ANGLE OF THE
 NE1519'INTERSECTION OF
 NE1519'BRISTOL AND SAGINAW ROAD (U.S. HIGHWAY 10).  THIS
 NE1519'TANK IS A MUNICIPAL WATER SUPPLY
 NE1519'OF BURTON TOWNSHIP.  IT IS A SIX-
 NE1519'LEGGED SILVER-PAINTED TANK ABOUT 135 FEET HIGH.  IT
 NE1519'WAS ERECTED IN
 NE1519'1938.  THE LETTERS BURTON TWP ARE PAINTED IN BLACK ON THE W SIDE.
 NE1519'
 NE1519'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE TOP OF THE
 NE1519'CONICAL ROOF.
 NE1519'
 NE1519'AN INTERSECTION STATION.
 NE1519
 NE1519                          STATION RECOVERY (1959)
 NE1519
 NE1519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1519'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1519
 NE1519                          STATION RECOVERY (1995)
 NE1519
 NE1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1519'RECOVERED IN GOOD CONDITION.
 NE1519
 NE1519                          STATION RECOVERY (2004)
 NE1519
 NE1519'RECOVERY NOTE BY US POWER SQUADRON 2004 (RR)
 NE1519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1028 ***********************************************************************
 OJ1028  DESIGNATION -  FLINT CONSUMERS POWER SPIPE
 OJ1028  PID         -  OJ1028
 OJ1028  STATE/COUNTY-  MI/GENESEE
 OJ1028  USGS QUAD   -  FLINT NORTH (1975)
 OJ1028
 OJ1028                         *CURRENT SURVEY CONTROL
 OJ1028  ___________________________________________________________________
 OJ1028* NAD 83(1994)-  43 01 08.82665(N)    083 38 42.86155(W)     ADJUSTED  
 OJ1028* NAVD 88     -                                                        
 OJ1028  ___________________________________________________________________
 OJ1028  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 OJ1028  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 OJ1028
 OJ1028  HORZ ORDER  -  THIRD
 OJ1028
 OJ1028.The horizontal coordinates were established by classical geodetic methods
 OJ1028.and adjusted by the National Geodetic Survey in February 1997..
 OJ1028
 OJ1028
 OJ1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1028
 OJ1028.The geoid height was determined by GEOID03.
 OJ1028
 OJ1028;                    North         East     Units Scale Factor Converg.
 OJ1028;SPC MI S     -   168,992.226 4,058,801.607   MT  0.99990961   +0 29 27.4
 OJ1028;SPC MI S     -   554,436.44 13,316,278.24   iFT  0.99990961   +0 29 27.4
 OJ1028;UTM  17      - 4,766,333.779   284,452.350   MT  1.00017159   -1 48 19.4
 OJ1028
 OJ1028                          SUPERSEDED SURVEY CONTROL
 OJ1028
 OJ1028  NAD 83(1986)-  43 01 08.82411(N)    083 38 42.88971(W) AD(       ) 4
 OJ1028  NAD 27      -  43 01 08.72200(N)    083 38 43.05500(W) AD(       ) 3
 OJ1028
 OJ1028.Superseded values are not recommended for survey control.
 OJ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1028.See file dsdata.txt to determine how the superseded data were derived.
 OJ1028
 OJ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8445266334(NAD 83)
 OJ1028
 OJ1028  HISTORY     - Date     Condition        Report By
 OJ1028  HISTORY     - 1943     MONUMENTED       CGS
 OJ1028
 OJ1028                          STATION DESCRIPTION
 OJ1028
 OJ1028'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1028'THIS STATION IS A STANDPIPE AT THE E. COURT STREET GAS
 OJ1028'PLANT OF THE
 OJ1028'CONSUMERS POWER COMPANY.  THIS STANDPIPE IS A LARGE
 OJ1028'BLACK STRUCTURE WITH A
 OJ1028'REINFORCED STEEL CASING SURROUNDING THE
 OJ1028'STANDPIPE REACHING FROM THE GROUND AND
 OJ1028'EXTENDING ABOUT 10 FEET ABOVE
 OJ1028'THE TOP.  THE POINT SIGHTED UPON WAS THE CENTER OF THE
 OJ1028'STANDPIPE.
 OJ1028'
 OJ1028'TO REACH THE STATION FROM THE JUNCTION OF E. COURT STREET AND
 OJ1028'SAGINAW ROAD IN
 OJ1028'FLINT, GO E ON E.  COURT STREET FOR 0.4 MILE TO THE
 OJ1028'STATION ON THE LEFT.
 OJ1028'
 OJ1028'AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1517 ***********************************************************************
 NE1517  DESIGNATION -  FLINT FISHER BODY CO STACK
 NE1517  PID         -  NE1517
 NE1517  STATE/COUNTY-  MI/GENESEE
 NE1517  USGS QUAD   -  FLINT SOUTH (1975)
 NE1517
 NE1517                         *CURRENT SURVEY CONTROL
 NE1517  ___________________________________________________________________
 NE1517* NAD 83(1994)-  42 59 06.69827(N)    083 40 45.54609(W)     ADJUSTED  
 NE1517* NAVD 88     -                                                        
 NE1517  ___________________________________________________________________
 NE1517  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 NE1517  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NE1517
 NE1517  HORZ ORDER  -  THIRD
 NE1517
 NE1517.The horizontal coordinates were established by classical geodetic methods
 NE1517.and adjusted by the National Geodetic Survey in February 1997..
 NE1517
 NE1517
 NE1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1517
 NE1517.The geoid height was determined by GEOID03.
 NE1517
 NE1517;                    North         East     Units Scale Factor Converg.
 NE1517;SPC MI S     -   165,200.683 4,056,054.744   MT  0.99990840   +0 28 03.9
 NE1517;SPC MI S     -   541,996.99 13,307,266.22   iFT  0.99990840   +0 28 03.9
 NE1517;UTM  17      - 4,762,654.320   281,555.025   MT  1.00018707   -1 49 39.0
 NE1517
 NE1517                          SUPERSEDED SURVEY CONTROL
 NE1517
 NE1517  NAD 83(1986)-  42 59 06.69570(N)    083 40 45.57403(W) AD(       ) 4
 NE1517  NAD 27      -  42 59 06.59700(N)    083 40 45.73100(W) AD(       ) 3
 NE1517
 NE1517.Superseded values are not recommended for survey control.
 NE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1517.See file dsdata.txt to determine how the superseded data were derived.
 NE1517
 NE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8155562654(NAD 83)
 NE1517_MARKER: 63 = STACK
 NE1517
 NE1517  HISTORY     - Date     Condition        Report By
 NE1517  HISTORY     - 1943     FIRST OBSERVED   CGS
 NE1517  HISTORY     - 1959     GOOD             CGS
 NE1517  HISTORY     - 1975     GOOD             NGS
 NE1517  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 NE1517  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 NE1517
 NE1517                          STATION DESCRIPTION
 NE1517
 NE1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1517'STATION IS LOCATED ON THE W SIDE OF S. SAGINAW STREET BETWEEN
 NE1517'ATHERTON AND
 NE1517'HEMPHILL ROADS.  THE STACK IS LOCATED IN REAR OF THE MAIN
 NE1517'OFFICE AND FACTORY
 NE1517'BUILDINGS.  IT IS OF BRICK CONSTRUCTION AND IS
 NE1517'185 FEET IN HEIGHT.
 NE1517'
 NE1517'THE POINT OBSERVED UPON WAS THE CENTER OF THE STACK.
 NE1517'
 NE1517'AN INTERSECTION STATION.
 NE1517
 NE1517                          STATION RECOVERY (1959)
 NE1517
 NE1517'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1517'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1517
 NE1517                          STATION RECOVERY (1975)
 NE1517
 NE1517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (FBM)
 NE1517'RECOVERED AS DESCRIBED.
 NE1517'
 NE1517'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--FLINT, MICHIGAN.
 NE1517
 NE1517                          STATION RECOVERY (1995)
 NE1517
 NE1517'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1517'MARK NOT FOUND.
 NE1517
 NE1517                          STATION RECOVERY (2004)
 NE1517
 NE1517'RECOVERY NOTE BY US POWER SQUADRON 2004 (RD)
 NE1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1518 ***********************************************************************
 NE1518  DESIGNATION -  FLINT GENERAL FOUNDRY TANK
 NE1518  PID         -  NE1518
 NE1518  STATE/COUNTY-  MI/GENESEE
 NE1518  USGS QUAD   -  FLINT SOUTH (1975)
 NE1518
 NE1518                         *CURRENT SURVEY CONTROL
 NE1518  ___________________________________________________________________
 NE1518* NAD 83(1994)-  42 58 41.80429(N)    083 38 48.37841(W)     ADJUSTED  
 NE1518* NAVD 88     -                                                        
 NE1518  ___________________________________________________________________
 NE1518  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 NE1518  GEOID HEIGHT-         -34.06  (meters)                     GEOID03
 NE1518
 NE1518  HORZ ORDER  -  THIRD
 NE1518
 NE1518.The horizontal coordinates were established by classical geodetic methods
 NE1518.and adjusted by the National Geodetic Survey in February 1997..
 NE1518.No horizontal observational check was made to the station.
 NE1518
 NE1518
 NE1518.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1518
 NE1518.The geoid height was determined by GEOID03.
 NE1518
 NE1518;                    North         East     Units Scale Factor Converg.
 NE1518;SPC MI S     -   164,454.761 4,058,715.493   MT  0.99990820   +0 29 23.7
 NE1518;SPC MI S     -   539,549.74 13,315,995.71   iFT  0.99990820   +0 29 23.7
 NE1518;UTM  17      - 4,761,802.211   284,184.482   MT  1.00017302   -1 48 18.2
 NE1518
 NE1518                          SUPERSEDED SURVEY CONTROL
 NE1518
 NE1518  NAD 83(1986)-  42 58 41.80212(N)    083 38 48.40687(W) AD(       ) 4
 NE1518  NAD 27      -  42 58 41.70000(N)    083 38 48.56000(W) AD(       ) 3
 NE1518
 NE1518.Superseded values are not recommended for survey control.
 NE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1518.See file dsdata.txt to determine how the superseded data were derived.
 NE1518
 NE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8418461802(NAD 83)
 NE1518
 NE1518  HISTORY     - Date     Condition        Report By
 NE1518  HISTORY     - 1943     MONUMENTED       CGS
 NE1518  HISTORY     - 19950915 MARK NOT FOUND   USPSQD
 NE1518  HISTORY     - 20040329 GOOD             USPSQD
 NE1518
 NE1518                          STATION DESCRIPTION
 NE1518
 NE1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1518'THE STATION IS A FOUR-LEGGED STEEL
 NE1518'STRUCTURE ABOUT 90
 NE1518'FEET HIGH, PAINTED BLACK.  ON THE W SIDE OF THE
 NE1518'TANK THE FOLLOWING WHITE LETTERS ARE
 NE1518'INSCRIBED, GENERAL FOUNDRY AND
 NE1518'MFG CO. THE TANK IS LOCATED IN THE SE SECTION OF THE
 NE1518'CITY OF
 NE1518'FLINT, AND ON THE W EDGE OF THE PLANT GROUNDS.  THE POINT OBSERVED
 NE1518'ON WAS THE SMALL
 NE1518'IRON BALL ON THE EXTREME TOP OF THE TANK.
 NE1518'
 NE1518'TO REACH THE TANK FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 NE1518'STATE HIGHWAY 21
 NE1518'IN THE E EDGE OF FLINT, GO S ON U.S. HIGHWAY 10
 NE1518'AND STATE HIGHWAY 21 FOR 3.7 MILES
 NE1518'TO HEMPHILL ROAD, HERE TURN LEFT
 NE1518'ON HEMPHILL ROAD AND GO 0.35 MILE TO A T-ROAD RIGHT
 NE1518'WHICH IS JUST
 NE1518'AFTER CROSSING RAILROAD TRACKS, HERE TURN RIGHT AND GO 0.15 MILE TO
 NE1518'THE PLANTS MAIN
 NE1518'ENTRANCE AND TANK STRAIGHT AHEAD ABOUT 60 YARDS AS
 NE1518'DESCRIBED.
 NE1518'
 NE1518'THIS IS AN INTERSECTION STATION.
 NE1518
 NE1518                          STATION RECOVERY (1995)
 NE1518
 NE1518'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE1518'MARK NOT FOUND.
 NE1518
 NE1518                          STATION RECOVERY (2004)
 NE1518
 NE1518'RECOVERY NOTE BY US POWER SQUADRON 2004
 NE1518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1027 ***********************************************************************
 OJ1027  DESIGNATION -  FLINT HURLEY HOSPITAL FLAGPOLE
 OJ1027  PID         -  OJ1027
 OJ1027  STATE/COUNTY-  MI/GENESEE
 OJ1027  USGS QUAD   -  FLINT NORTH (1975)
 OJ1027
 OJ1027                         *CURRENT SURVEY CONTROL
 OJ1027  ___________________________________________________________________
 OJ1027* NAD 83(1994)-  43 01 16.34468(N)    083 42 17.07401(W)     ADJUSTED  
 OJ1027* NAVD 88     -                                                        
 OJ1027  ___________________________________________________________________
 OJ1027  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 OJ1027  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 OJ1027
 OJ1027  HORZ ORDER  -  THIRD
 OJ1027
 OJ1027.The horizontal coordinates were established by classical geodetic methods
 OJ1027.and adjusted by the National Geodetic Survey in February 1997..
 OJ1027
 OJ1027
 OJ1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1027
 OJ1027.The geoid height was determined by GEOID03.
 OJ1027
 OJ1027;                    North         East     Units Scale Factor Converg.
 OJ1027;SPC MI S     -   169,184.354 4,053,949.920   MT  0.99990970   +0 27 01.7
 OJ1027;SPC MI S     -   555,066.78 13,300,360.63   iFT  0.99990970   +0 27 01.7
 OJ1027;UTM  17      - 4,766,720.265   279,610.928   MT  1.00019756   -1 50 46.0
 OJ1027
 OJ1027                          SUPERSEDED SURVEY CONTROL
 OJ1027
 OJ1027  NAD 83(1986)-  43 01 16.34104(N)    083 42 17.10122(W) AD(       ) 4
 OJ1027  NAD 27      -  43 01 16.24800(N)    083 42 17.25500(W) AD(       ) 3
 OJ1027
 OJ1027.Superseded values are not recommended for survey control.
 OJ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1027.See file dsdata.txt to determine how the superseded data were derived.
 OJ1027
 OJ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7961166720(NAD 83)
 OJ1027
 OJ1027  HISTORY     - Date     Condition        Report By
 OJ1027  HISTORY     - 1943     MONUMENTED       CGS
 OJ1027  HISTORY     - 19950915 GOOD             USPSQD
 OJ1027  HISTORY     - 20040329 GOOD             USPSQD
 OJ1027
 OJ1027                          STATION DESCRIPTION
 OJ1027
 OJ1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1027'THIS STATION IS LOCATED IN THE W SECTION OF THE CITY OF
 OJ1027'FLINT.  IT IS ON
 OJ1027'THE S SIDE OF SEVENTH AVENUE AT THE INTERSECTION
 OJ1027'OF BEGOLE STREET.  THE FLAGPOLE IS
 OJ1027'LOCATED ON THE ROOF OF THE HURLEY
 OJ1027'HOSPITAL.
 OJ1027'
 OJ1027'THE POINT OBSERVED UPON WAS THE BASE OF THE FLAGPOLE.
 OJ1027'
 OJ1027'AN INTERSECTION STATION.
 OJ1027
 OJ1027                          STATION RECOVERY (1995)
 OJ1027
 OJ1027'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1027'RECOVERED IN GOOD CONDITION.
 OJ1027
 OJ1027                          STATION RECOVERY (2004)
 OJ1027
 OJ1027'RECOVERY NOTE BY US POWER SQUADRON 2004 (RR)
 OJ1027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1030 ***********************************************************************
 OJ1030  DESIGNATION -  FLINT LOWELL JR HIGH SCH STACK
 OJ1030  PID         -  OJ1030
 OJ1030  STATE/COUNTY-  MI/GENESEE
 OJ1030  USGS QUAD   -  FLINT NORTH (1975)
 OJ1030
 OJ1030                         *CURRENT SURVEY CONTROL
 OJ1030  ___________________________________________________________________
 OJ1030* NAD 83(1994)-  43 02 40.78905(N)    083 39 34.64963(W)     ADJUSTED  
 OJ1030* NAVD 88     -                                                        
 OJ1030  ___________________________________________________________________
 OJ1030  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 OJ1030  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OJ1030
 OJ1030  HORZ ORDER  -  THIRD
 OJ1030
 OJ1030.The horizontal coordinates were established by classical geodetic methods
 OJ1030.and adjusted by the National Geodetic Survey in February 1997..
 OJ1030
 OJ1030
 OJ1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1030
 OJ1030.The geoid height was determined by GEOID03.
 OJ1030
 OJ1030;                    North         East     Units Scale Factor Converg.
 OJ1030;SPC MI S     -   171,819.817 4,057,605.275   MT  0.99991075   +0 28 52.2
 OJ1030;SPC MI S     -   563,713.31 13,312,353.26   iFT  0.99991075   +0 28 52.2
 OJ1030;UTM  17      - 4,769,207.801   283,370.012   MT  1.00017735   -1 48 57.9
 OJ1030
 OJ1030                          SUPERSEDED SURVEY CONTROL
 OJ1030
 OJ1030  NAD 83(1986)-  43 02 40.78646(N)    083 39 34.67811(W) AD(       ) 4
 OJ1030  NAD 27      -  43 02 40.69000(N)    083 39 34.84000(W) AD(       ) 3
 OJ1030
 OJ1030.Superseded values are not recommended for survey control.
 OJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1030.See file dsdata.txt to determine how the superseded data were derived.
 OJ1030
 OJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8337069208(NAD 83)
 OJ1030
 OJ1030  HISTORY     - Date     Condition        Report By
 OJ1030  HISTORY     - 1943     MONUMENTED       CGS
 OJ1030  HISTORY     - 19950915 GOOD             USPSQD
 OJ1030
 OJ1030                          STATION DESCRIPTION
 OJ1030
 OJ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1030'THE STATION IS A TALL RED BRICK STACK THAT IS
 OJ1030'100 FEET HIGH,
 OJ1030'LOCATED ABOUT 80 YARDS NE OF THE INTERSECTION OF
 OJ1030'MONTANA STREET AND N. FRANKLIN
 OJ1030'STREET IN THE NE SECTION OF THE
 OJ1030'CITY OF FLINT.  IT IS ON THE PROPERTY OF THE
 OJ1030'LOWELL JUNIOR HIGH
 OJ1030'SCHOOL.  THE STACK WAS BUILT IN 1929 AND IS LOCATED JUST N OF
 OJ1030'THE SCHOOL
 OJ1030'HEATING PLANT BUILDING.
 OJ1030'
 OJ1030'THE POINT OBSERVED UPON WAS THE EXTREME TOP OF THE STACK.
 OJ1030'
 OJ1030'THIS IS AN INTERSECTION STATION.
 OJ1030
 OJ1030                          STATION RECOVERY (1995)
 OJ1030
 OJ1030'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1029 ***********************************************************************
 OJ1029  DESIGNATION -  FLINT NORTH BASE
 OJ1029  PID         -  OJ1029
 OJ1029  STATE/COUNTY-  MI/GENESEE
 OJ1029  USGS QUAD   -  FLINT NORTH (1975)
 OJ1029
 OJ1029                         *CURRENT SURVEY CONTROL
 OJ1029  ___________________________________________________________________
 OJ1029* NAD 83(1994)-  43 02 41.43843(N)    083 39 02.90541(W)     ADJUSTED  
 OJ1029* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 OJ1029  ___________________________________________________________________
 OJ1029  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OJ1029  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 OJ1029
 OJ1029  HORZ ORDER  -  FIRST
 OJ1029
 OJ1029.The horizontal coordinates were established by classical geodetic methods
 OJ1029.and adjusted by the National Geodetic Survey in February 1997..
 OJ1029
 OJ1029.The orthometric height was scaled from a topographic map.
 OJ1029
 OJ1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1029
 OJ1029.The geoid height was determined by GEOID03.
 OJ1029
 OJ1029;                    North         East     Units Scale Factor Converg.
 OJ1029;SPC MI S     -   171,845.924 4,058,323.509   MT  0.99991076   +0 29 13.8
 OJ1029;SPC MI S     -   563,798.96 13,314,709.68   iFT  0.99991076   +0 29 13.8
 OJ1029;UTM  17      - 4,769,205.098   284,088.905   MT  1.00017352   -1 48 36.2
 OJ1029
 OJ1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1029!SPC MI S     -   0.99996930  x   0.99991076  =   0.99988007
 OJ1029!UTM  17      -   0.99996930  x   1.00017352  =   1.00014282
 OJ1029
 OJ1029|---------------------------------------------------------------------|
 OJ1029| PID    Reference Object                     Distance      Geod. Az  |
 OJ1029|                                                           dddmmss.s |
 OJ1029| CH0204 FLINT NORTH BASE RM 3                12.989 METERS 06931     |
 OJ1029| CH0202 FLINT NORTH BASE RM 1                 9.107 METERS 08853     |
 OJ1029| OJ1028 FLINT CONSUMERS POWER SPIPE         APPROX. 2.9 KM 1705834.9 |
 OJ1029| OJ1025 FLINT A C SPARK PLUG CO STACK       APPROX. 1.8 KM 1890010.3 |
 OJ1029| OJ1026 FLINT BUICK MOTOR CO E STACK        APPROX. 2.7 KM 2653627.7 |
 OJ1029| OJ1030 FLINT LOWELL JR HIGH SCH STACK      APPROX. 0.7 KM 2682419.4 |
 OJ1029| CH0201 FLINT NORTH BASE AZ MK                             2715752.8 |
 OJ1029| CH0203 FLINT NORTH BASE RM 2                27.041 METERS 27317     |
 OJ1029| CH0205 FLINT NORTH BASE RM 4                 9.302 METERS 29908     |
 OJ1029|---------------------------------------------------------------------|
 OJ1029
 OJ1029                          SUPERSEDED SURVEY CONTROL
 OJ1029
 OJ1029  NAD 83(1986)-  43 02 41.43581(N)    083 39 02.93352(W) AD(       ) 1
 OJ1029  NAD 27      -  43 02 41.34100(N)    083 39 03.09700(W) AD(       ) 1
 OJ1029
 OJ1029.Superseded values are not recommended for survey control.
 OJ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1029.See file dsdata.txt to determine how the superseded data were derived.
 OJ1029
 OJ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8408969205(NAD 83)
 OJ1029_MARKER: DS = TRIANGULATION STATION DISK
 OJ1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1029
 OJ1029  HISTORY     - Date     Condition        Report By
 OJ1029  HISTORY     - 1943     MONUMENTED       CGS
 OJ1029  HISTORY     - 1961     GOOD             AEROS
 OJ1029  HISTORY     - 1966     GOOD             LOCSUR
 OJ1029  HISTORY     - 1966     GOOD             CGS
 OJ1029  HISTORY     - 1980     GOOD             MIDH
 OJ1029  HISTORY     - 20050128 GOOD             USPSQD
 OJ1029
 OJ1029                          STATION DESCRIPTION
 OJ1029
 OJ1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1029'THE STATION IS LOCATED IN BURTON TOWNSHIP, CITY OF FLINT, LOT 100 OF
 OJ1029'THE EASTWOOD
 OJ1029'SUBDIVISION, IN THE NW 1/4 SEC. 4, T. 7 N., R. 7 E.  IT
 OJ1029'IS 72 FEET W OF THE CENTER
 OJ1029'LINE OF BRANCH STREET, 28 FEET S OF THE
 OJ1029'CENTER LINE OF COLORADO STREET, 0.9 FEET S OF
 OJ1029'THE S EDGE OF AN
 OJ1029'E-W CONCRETE SIDEWALK.  THIS POINT IS ON A TANGENT TO THE N OF
 OJ1029'THE W RAIL OF
 OJ1029'THE PERE MARQUETTE RAILROAD, BELT LINE OF THE MAIN LINE.
 OJ1029'THE MARK IS SET FLUSH WITH
 OJ1029'THE GROUND AND IS STAMPED FLINT NORTH
 OJ1029'BASE 1943.
 OJ1029'
 OJ1029'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1029'DISKS SET IN CONCRETE.
 OJ1029'
 OJ1029'REFERENCE MARK 1 IS 29.88 FEET E OF THE STATION, 42 FEET W
 OJ1029'OF THE CENTER LINE
 OJ1029'OF BRANCH STREET, AND 29 FEET S OF THE CENTER
 OJ1029'LINE OF COLORADO STREET.  THE MARK IS
 OJ1029'1 FOOT S OF THE S EDGE OF
 OJ1029'AN E-W CONCRETE SIDEWALK, SET FLUSH WITH THE GROUND AND
 OJ1029'STAMPED
 OJ1029'FLINT NORTH BASE NO 1 1943.
 OJ1029'
 OJ1029'REFERENCE MARK 2 IS 88.72 FEET W OF THE STATION, 21 FEET S
 OJ1029'OF THE CENTER LINE
 OJ1029'OF COLORADO STREET, AND 0.6 FEET S OF THE N
 OJ1029'EDGE OF AN E-W CONCRETE SIDEWALK.
 OJ1029'THE MARK IS SET FLUSH WITH THE
 OJ1029'GROUND AND IS STAMPED FLINT NORTH BASE NO 2 1943.
 OJ1029'
 OJ1029'THE AZIMUTH MARK IS 0.25 MILE W OF THE STATION, 50.3 FEET E
 OJ1029'OF THE CENTER LINE
 OJ1029'OF WESTERN STREET, 32 FEET N OF THE CENTER LINE
 OJ1029'OF COLORADO STREET, 12.4 FEET NE OF A
 OJ1029'POWER-TRANSMISSION LINE POLE,
 OJ1029'4.6 FEET S OF A 15-INCH APPLE TREE, AND 1 FOOT NE OF THE
 OJ1029'INTERSECTION OF A
 OJ1029'N AND E CONCRETE SIDEWALK.  THE MARK IS FLUSH WITH THE
 OJ1029'GROUND AND THE DISK IS
 OJ1029'STAMPED FLINT NORTH BASE 1943.
 OJ1029'
 OJ1029'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 OJ1029'STATE HIGHWAY 21
 OJ1029'IN THE E EDGE OF THE CITY OF FLINT, GO E ON STATE
 OJ1029'HIGHWAY 21 FOR 0.25 MILE TO BRANCH
 OJ1029'STREET, HERE TURN LEFT AND GO
 OJ1029'0.8 MILE TO THE JUNCTION WITH COLORADO STREET AND
 OJ1029'STATION ON THE
 OJ1029'LEFT AS DESCRIBED.
 OJ1029'
 OJ1029'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON COLORADO
 OJ1029'STREET FOR 0.25
 OJ1029'MILE TO THE JUNCTION OF WESTERN STREET AND MARK
 OJ1029'ON THE RIGHT AS DESCRIBED.
 OJ1029'
 OJ1029'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1029
 OJ1029                          STATION RECOVERY (1961)
 OJ1029
 OJ1029'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (WCE)
 OJ1029'RECOVERED AS DESCRIBED, INCLUDING AZIMUTH MARK.
 OJ1029
 OJ1029                          STATION RECOVERY (1966)
 OJ1029
 OJ1029'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 OJ1029'RECOVERED BY CLARK AERIAL SURVEY CORP
 OJ1029'
 OJ1029'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OJ1029
 OJ1029                          STATION RECOVERY (1966)
 OJ1029
 OJ1029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1029'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED AT THIS TIME
 OJ1029'AND FOUND IN GOOD
 OJ1029'CONDITION.  REFERENCE MARK 1 WAS FOUND IN A GARBAGE
 OJ1029'PILE NEAR BY UP-ROOTED AND THE DISK
 OJ1029'WAS REMOVED.  REFERENCE MARK 2 WAS
 OJ1029'SEARCHED FOR BUT NOT FOUND.  REFERENCE MARKS 3 AND 4
 OJ1029'WERE ESTABLISHED AT
 OJ1029'THIS TIME.  DUE TO HOUSES AND PARKED VEHICLES NO VISIBLE OBJECTS
 OJ1029'COULD BE CUT IN AT
 OJ1029'THIS TIME.  THE PREVIOUS DESCRIPTION IS THOUGHT TO BE INADEQUATE
 OJ1029'AND A NEW DESCRIPTION
 OJ1029'FOLLOWS.
 OJ1029'
 OJ1029'STATION IS LOCATED IN THE EASTWOOD SUBDIVISION AT THE EAST EDGE
 OJ1029'OF FLINT 74 FEET
 OJ1029'SOUTHWEST OF THE INTERSECTION OF BRANCH ROAD AND
 OJ1029'COLORADO AVE.  IT IS 30 FEET SOUTH
 OJ1029'OF THE CENTERLINE OF COLORADO AVE, 18
 OJ1029'FEET NORTH OF THE NORTHEAST CORNER OF A FRAME HOUSE
 OJ1029'AT 3319 BRANCH RD.,
 OJ1029'1 FOOT SOUT OF THE SOUTH EDGE OF A SIDEWALK AND ON THE PROPERTY OF
 OJ1029'MR. GORDAN KODAT.
 OJ1029'THE MONUMENT IS FLUSH AND THE DISK IS STAMPED FLINT
 OJ1029'NORTH BASE 1943.
 OJ1029'
 OJ1029'REFERENCE MARK 3 IS 32 FEET SOUTWEST OF THE INTERSECTION, 15
 OJ1029'FEET SOUTH OF THE
 OJ1029'CENTERLINE OF THE STREET, 7 FEET NORTH OF A POWER POLE
 OJ1029'AND 1 FOOT SOUTH OF THE SOUTH
 OJ1029'CURBING OF THE STREET.  THE MONUMENT IS
 OJ1029'FLUSH AND THE DISK IS STAMPED FLINT NORTH BASE
 OJ1029'1943 NO 3 1966.
 OJ1029'
 OJ1029'REFERENCE MARK 4 IS 33 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 OJ1029'THE HOUSE, 15 FEET
 OJ1029'SOUTH OF THE CENTERLINE OF THE STREET, 14 FEET EAST
 OJ1029'OF THE CENTERLINE OF A DRIVEWAY AND 1
 OJ1029'FOOT SOUTH OF THE SOUTH CURBING
 OJ1029'OF THE STREET.  THE MONUMENT IS FLUSH AND THE DISK IS
 OJ1029'STAMPED FLINT
 OJ1029'NORTH BASE BASE NO 4 1966 1943.
 OJ1029'
 OJ1029'THE AZIMUTH MARK IS LOCATED IN THE NORTHEAST ANGLE OF THE
 OJ1029'INTERSECTION OF
 OJ1029'COLORADO AVE. AND WESTERN STREET 0.25 MILE WEST OF THE
 OJ1029'STATION.  IT IS 50
 OJ1029'FEET EAST OF THE CENTERLINE OF WESTERN ST., 32 FEET
 OJ1029'NORTH OF THE CENTERLINE OF COLORADO
 OJ1029'AVE., 12 FEET NORTHEAST OF A POWER
 OJ1029'POLE AND 1 FOOT NORTHEAST OF THE INTERSECTION OF AN
 OJ1029'EAST-WEST, NORTH-
 OJ1029'SOUTH SIDEWALK INTERSECTION.  THE MONUMENT IS FLUSH AND THE DISK IS
 OJ1029'STAMPED FLINT
 OJ1029'NORTH BASE 1943.
 OJ1029'
 OJ1029'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ1029'
 OJ1029'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN FLINT
 OJ1029
 OJ1029                          STATION RECOVERY (1980)
 OJ1029
 OJ1029'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1029'THE STATION, REFERENCE MARK 3, REFERENCE MARK 4, AND THE AZIMUTH MARK
 OJ1029'WERE FOUND IN GOOD CONDITION, THE TO REACH AND DESCRIPTION ARE
 OJ1029'ADEQUATE AND THE DISTANCES AND DIRECTIONS WERE NOT CHECKED.
 OJ1029
 OJ1029                          STATION RECOVERY (2005)
 OJ1029
 OJ1029'RECOVERY NOTE BY US POWER SQUADRON 2005
 OJ1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1516 ***********************************************************************
 NE1516  DESIGNATION -  FLINT SOUTH BASE
 NE1516  PID         -  NE1516
 NE1516  STATE/COUNTY-  MI/GENESEE
 NE1516  USGS QUAD   -  FLINT SOUTH (1975)
 NE1516
 NE1516                         *CURRENT SURVEY CONTROL
 NE1516  ___________________________________________________________________
 NE1516* NAD 83(1994)-  42 57 31.46972(N)    083 38 50.43857(W)     ADJUSTED  
 NE1516* NAVD 88     -       244.2    (meters)     801.     (feet)  GPS OBS   
 NE1516  ___________________________________________________________________
 NE1516  X           -     517,303.818 (meters)                     COMP
 NE1516  Y           -  -4,646,524.524 (meters)                     COMP
 NE1516  Z           -   4,324,291.759 (meters)                     COMP
 NE1516  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 NE1516  ELLIP HEIGHT-         210.25  (meters)          (07/12/02) GPS OBS
 NE1516  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NE1516
 NE1516  HORZ ORDER  -  FIRST
 NE1516  ELLP ORDER  -  FOURTH    CLASS I
 NE1516
 NE1516.The horizontal coordinates were established by classical geodetic methods
 NE1516.and adjusted by the National Geodetic Survey in February 1997..
 NE1516
 NE1516.The orthometric height was determined by GPS observations and a
 NE1516.high-resolution geoid model.
 NE1516
 NE1516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1516
 NE1516.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1516
 NE1516.The ellipsoidal height was determined by GPS observations
 NE1516.and is referenced to NAD 83.
 NE1516
 NE1516.The geoid height was determined by GEOID03.
 NE1516
 NE1516;                    North         East     Units Scale Factor Converg.
 NE1516;SPC MI S     -   162,284.192 4,058,687.361   MT  0.99990770   +0 29 22.3
 NE1516;SPC MI S     -   532,428.45 13,315,903.42   iFT  0.99990770   +0 29 22.3
 NE1516;UTM  17      - 4,759,633.933   284,069.437   MT  1.00017364   -1 48 17.2
 NE1516
 NE1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1516!SPC MI S     -   0.99996703  x   0.99990770  =   0.99987473
 NE1516!UTM  17      -   0.99996703  x   1.00017364  =   1.00014066
 NE1516
 NE1516:                Primary Azimuth Mark                     Grid Az
 NE1516:SPC MI S     -  FLINT CONSUMERS POWER SPIPE              000 58 32.6
 NE1516:UTM  17      -  FLINT CONSUMERS POWER SPIPE              003 16 12.1
 NE1516
 NE1516|---------------------------------------------------------------------|
 NE1516| PID    Reference Object                     Distance      Geod. Az  |
 NE1516|                                                           dddmmss.s |
 NE1516| OJ1028 FLINT CONSUMERS POWER SPIPE         APPROX. 6.7 KM 0012754.9 |
 NE1516| CH0207 FLINT SOUTH BASE RM 1                32.004 METERS 02408     |
 NE1516| CH0208 FLINT SOUTH BASE RM 2                24.658 METERS 14444     |
 NE1516| NE1519 FLINT BURTON TOWNSHIP TANK          APPROX. 2.7 KM 3114535.9 |
 NE1516| NE1517 FLINT FISHER BODY CO STACK          APPROX. 3.9 KM 3182505.0 |
 NE1516| CH0206 FLINT SOUTH BASE AZ MK                             3240143.8 |
 NE1516| OJ1027 FLINT HURLEY HOSPITAL FLAGPOLE      APPROX. 8.4 KM 3260102.1 |
 NE1516| OJ1026 FLINT BUICK MOTOR CO E STACK        APPROX. 9.8 KM 3421409.9 |
 NE1516| OJ1025 FLINT A C SPARK PLUG CO STACK       APPROX. 7.8 KM 3555419.8 |
 NE1516|---------------------------------------------------------------------|
 NE1516
 NE1516                          SUPERSEDED SURVEY CONTROL
 NE1516
 NE1516  ELLIP H (02/03/97)  210.28   (m)                       GP(       ) 4 1
 NE1516  NAD 83(1986)-  42 57 31.46712(N)    083 38 50.46691(W) AD(       ) 1
 NE1516  NAD 27      -  42 57 31.37000(N)    083 38 50.63400(W) AD(       ) 1
 NE1516
 NE1516.Superseded values are not recommended for survey control.
 NE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1516.See file dsdata.txt to determine how the superseded data were derived.
 NE1516
 NE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8406959634(NAD 83)
 NE1516_MARKER: A = ALUMINUM MARKER
 NE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1516_STAMPING: FLINT SOUTH BASE 1943
 NE1516_MARK LOGO: CGS   
 NE1516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1516+STABILITY: SURFACE MOTION
 NE1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1516+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1998
 NE1516
 NE1516  HISTORY     - Date     Condition        Report By
 NE1516  HISTORY     - 1943     MONUMENTED       CGS
 NE1516  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NE1516  HISTORY     - 1961     SEE DESCRIPTION  AEROS
 NE1516  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NE1516  HISTORY     - 1980     GOOD             MIDH
 NE1516  HISTORY     - 19931017 GOOD             WADTRI
 NE1516  HISTORY     - 19981007 GOOD             WADTRI
 NE1516  HISTORY     - 20050128 GOOD             USPSQD
 NE1516  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 NE1516
 NE1516                          STATION DESCRIPTION
 NE1516
 NE1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1516'STATION IS
 NE1516'LOCATED IN THE SE
 NE1516'SECTION OF THE CITY OF FLINT.  THE MARK IS SET
 NE1516'ON THE RIGHT-OF-WAY OF THE PERE
 NE1516'MARQUETTE RAILROAD.  IT IS 0.1 MILE
 NE1516'S OF MAPLE AVENUE, 49.7 FEET E OF THE E RAIL OF
 NE1516'THE TRACKS, 46.8
 NE1516'FEET W OF A N-S FENCELINE AND 7.5 FEET SE OF A REFERENCE POST.
 NE1516'THE DISK IS
 NE1516'STAMPED FLINT SOUTH BASE 1943.
 NE1516'
 NE1516'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1516'DISKS SET IN
 NE1516'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1516'
 NE1516'REFERENCE MARK 1 IS 105.00 FEET NE OF THE STATION AND 2.0 FEET
 NE1516'W OF THE N-S
 NE1516'FENCE.  THE DISK IS STAMPED FLINT SOUTH BASE NO 1
 NE1516'1943.
 NE1516'
 NE1516'REFERENCE MARK 2 IS 80.90 FEET SE OF THE STATION AND 2.0 FEET
 NE1516'W OF THE N-S
 NE1516'FENCE.  THE DISK IS STAMPED FLINT SOUTH BASE NO 2
 NE1516'1943.
 NE1516'
 NE1516'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE NW OF THE STATION.
 NE1516'IT IS 45 FEET E OF
 NE1516'U.S. HIGHWAY 10, 1.9 FEET S OF A REFERENCE
 NE1516'POST, AND ABOUT 0.2 MILE N OF THE
 NE1516'JUNCTION OF MAPLE AVENUE AND
 NE1516'U.S. HIGHWAY 10.  THE DISK IS STAMPED FLINT SOUTH
 NE1516'BASE 1943.
 NE1516'
 NE1516'TO REACH THE STATION FROM THE JUNCTION OF MAPLE AVENUE WITH
 NE1516'HIGHWAY 10 IN THE
 NE1516'SE SECTION OF THE CITY OF FLINT, GO E ON MAPLE
 NE1516'AVENUE FOR 0.25 MILE, CROSSING TWO
 NE1516'RAILROAD TRACKS.  TURN RIGHT
 NE1516'AFTER CROSSING THE SECOND TRACK AND GO S ALONG THE E
 NE1516'SIDE OF THE
 NE1516'TRACK FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 NE1516'
 NE1516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N 0.1 MILE TO
 NE1516'MAPLE AVENUE, TURN
 NE1516'LEFT FOR 0.25 MILE TO THE JUNCTION OF U.S.
 NE1516'HIGHWAY 10, TURN RIGHT OR N ON ROUTE
 NE1516'10 AND GO 0.2 MILE TO THE
 NE1516'MARK ON THE RIGHT.
 NE1516'
 NE1516'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1516
 NE1516                          STATION RECOVERY (1959)
 NE1516
 NE1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1516'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, HOWEVER,
 NE1516'THE FOLLOWING
 NE1516'ADDITIONAL INFORMATION WILL HELP IN LOCATING IT-
 NE1516'IT IS 20.0 FEET NORTH OF THE
 NE1516'NORTH EDGE OF A 16 BY 16 FOOT SQUARE
 NE1516'CONCRETE SLAB WHICH HAS BEEN THE FOUNDATION OF
 NE1516'A SMALL BUILDING NOW
 NE1516'REMOVED.
 NE1516
 NE1516                          STATION RECOVERY (1961)
 NE1516
 NE1516'RECOVERY NOTE BY AERO SERVICE CORPORATION 1961 (WCE)
 NE1516'RECOVERED AS DESCRIBED, INCLUDING AZIMUTH MARK.
 NE1516
 NE1516                          STATION RECOVERY (1966)
 NE1516
 NE1516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NE1516'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION
 NE1516'AT THIS TIME.  THE
 NE1516'PREVIOUS DESCRIPTION IS ADEQUATE WITH THE BELOW
 NE1516'CHANGES.
 NE1516'
 NE1516'A METAL WITNESS POST WAS SET 2 FEET EAST OF THE STATION MARK.
 NE1516'
 NE1516'THE AZIMUTH MARK IS 100 FEET SOUTH OF THE CENTERLINE OF A PAVED
 NE1516'DRIVEWAY LEADING
 NE1516'TO MEAD CONTAINERS DIVISION PLANT, 67 FEET SOUTHWEST OF
 NE1516'THE SOUTHWEST LEG OF A WATER TANK
 NE1516'OWNED BY MEAD CONTAINERS DIVISION, 5
 NE1516'FEET SOUTH OF A POWER POLE AND 1 FOOT SOUTH OF A
 NE1516'METAL WITNESS POST.
 NE1516'
 NE1516'U.S. HIGHWAY 10 MENTIONED IN THE PREVIOUS DESCRIPTION IS NOW DORT RD.
 NE1516
 NE1516                          STATION RECOVERY (1980)
 NE1516
 NE1516'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1516'THE STATION, REFERENCE MARK 1, REFERENCE MARK 2 AND THE AZIMUTH MARK
 NE1516'WERE ALL RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE DISTANCES
 NE1516'AND DIRECTIONS WERE NOT CHECKED.  THE TO REACH AND DESCRIPTION ARE
 NE1516'ADEQUATE.
 NE1516
 NE1516                          STATION RECOVERY (1993)
 NE1516
 NE1516'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1516'RECOVERED AS DESCRIBED.
 NE1516
 NE1516                          STATION RECOVERY (1998)
 NE1516
 NE1516'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 NE1516'STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS.
 NE1516'LOCATED IN THE SE SECTION OF THE CITY OF FLINT.  THE MARK IS SET ON
 NE1516'THE R.O.W.  OF THE PERE-MARQUETTE RAILROAD.  IT IS 0.1 MILE (0.2 KM)
 NE1516'SOUTH OF MAPLE AVE, 49.7 FEET (15.1 M) EAST OF THE EAST RAIL OF THE
 NE1516'TRACKS, 46.8 FEET (14.3 M) WEST OF A NORTH-SOUTH FENCE LINE.  THE DISK
 NE1516'IS STAMPED FLINT SOUTH BASE 1943.
 NE1516
 NE1516                          STATION RECOVERY (2005)
 NE1516
 NE1516'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1516'RECOVERED IN GOOD CONDITION.
 NE1516
 NE1516                          STATION RECOVERY (2006)
 NE1516
 NE1516'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 NE1516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0042 ***********************************************************************
 QK0042  DESIGNATION -  FLOWERS
 QK0042  PID         -  QK0042
 QK0042  STATE/COUNTY-  MI/MACKINAC
 QK0042  USGS QUAD   -  PICKFORD SE (1975)
 QK0042
 QK0042                         *CURRENT SURVEY CONTROL
 QK0042  ___________________________________________________________________
 QK0042* NAD 83(1986)-  46 00 01.     (N)    084 19 21.     (W)     SCALED    
 QK0042* NAVD 88     -       179.925  (meters)     590.30   (feet)  ADJUSTED  
 QK0042  ___________________________________________________________________
 QK0042  GEOID HEIGHT-         -36.09  (meters)                     GEOID03
 QK0042  DYNAMIC HT  -         179.930 (meters)     590.32  (feet)  COMP
 QK0042  MODELED GRAV-     980,642.5   (mgal)                       NAVD 88
 QK0042
 QK0042  VERT ORDER  -  FIRST     CLASS 0
 QK0042
 QK0042.The horizontal coordinates were scaled from a topographic map and have
 QK0042.an estimated accuracy of +/- 6 seconds.
 QK0042
 QK0042.The orthometric height was determined by differential leveling
 QK0042.and adjusted by the National Geodetic Survey in June 1991..
 QK0042
 QK0042.The geoid height was determined by GEOID03.
 QK0042
 QK0042.The dynamic height is computed by dividing the NAVD 88
 QK0042.geopotential number by the normal gravity value computed on the
 QK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0042.degrees latitude (g = 980.6199 gals.).
 QK0042
 QK0042.The modeled gravity was interpolated from observed gravity values.
 QK0042
 QK0042;                    North         East    Units  Estimated Accuracy
 QK0042;SPC MI N     -   138,760.    8,207,350.      MT  (+/- 180 meters Scaled)
 QK0042
 QK0042                          SUPERSEDED SURVEY CONTROL
 QK0042
 QK0042.No superseded survey control is available for this station.
 QK0042
 QK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR073975(NAD 83)
 QK0042_MARKER: B = BOLT
 QK0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0042_SP_SET: CULVERT
 QK0042_MARK LOGO: NONE  
 QK0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0042
 QK0042  HISTORY     - Date     Condition        Report By
 QK0042  HISTORY     - 1971     MONUMENTED       NOS
 QK0042  HISTORY     - 1972     GOOD             USLS
 QK0042  HISTORY     - 1983     GOOD             NGS
 QK0042  HISTORY     - 19940728 GOOD             USPSQD
 QK0042  HISTORY     - 19950712 GOOD             USPSQD
 QK0042  HISTORY     - 20010331 GOOD             NGS
 QK0042
 QK0042                          STATION DESCRIPTION
 QK0042
 QK0042'DESCRIBED BY US LAKE SURVEY 1972
 QK0042'1.9 MI E FROM CEDARVILLE.
 QK0042'FLOWERS IS 1.9 MILES EAST OF THE INTERSECTION OF HIGHWAYS M-134 AND
 QK0042'M-129 (MERIDIAN ROAD) IN CEDARVILLE, MACKINAC COUNTY, MICHIGAN,
 QK0042'OPPOSITE THE DWELLING TO A. MILLON AT NO. 222 HIGHWAY M-134, 205
 QK0042'FEET WEST OF CENTERLINE OF FLOWER BAY ROAD (COUNTY ROAD NO. 24),
 QK0042'28 FEET SOUTH OF CENTERLINE OF M-134, 0.5 FEET WEST OF EAST
 QK0042'FENCE AND 0.4 FEET SOUTH OF NORTH FACE OF CONCRETE CULVERT,
 QK0042'ABOUT 2 FEET BELOW THE ROAD SURFACE, BEING HIGHEST POINT ON TOP
 QK0042'OF A 5/8-INCH DIAMETER STEEL BOLT SET INTO THE TOP OF THE
 QK0042'CULVERT.  NOTE-- PREV. DESIG. FLOWERS 1971.
 QK0042
 QK0042                          STATION RECOVERY (1983)
 QK0042
 QK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0042'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 QK0042'(1.95 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF STATE
 QK0042'HIGHWAY 129 IN CEDARVILLE, AT A CONCRETE CULVERT UNDER THE HIGHWAY, A
 QK0042'5/8-INCH DIAMETER STEEL BOLT SET IN TOP OF AND 0.15 METERS (0.5 FT)
 QK0042'WEST OF THE EAST END OF THE SOUTH HEADWALL, 8.53 METERS (28.0 FT)
 QK0042'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 62.48 METERS (205.0 FT)
 QK0042'WEST OF THE CENTER OF FLOWER BAY ROAD.
 QK0042'THE MARK IS 0.6 M BELOW HIGHWAY.
 QK0042
 QK0042                          STATION RECOVERY (1994)
 QK0042
 QK0042'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0042'RECOVERED IN GOOD CONDITION.
 QK0042
 QK0042                          STATION RECOVERY (1995)
 QK0042
 QK0042'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0042'RECOVERED IN GOOD CONDITION.
 QK0042
 QK0042                          STATION RECOVERY (2001)
 QK0042
 QK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1038 ***********************************************************************
 OJ1038  DESIGNATION -  FLUSHING MUNICIPAL TANK
 OJ1038  PID         -  OJ1038
 OJ1038  STATE/COUNTY-  MI/GENESEE
 OJ1038  USGS QUAD   -  FLUSHING (1975)
 OJ1038
 OJ1038                         *CURRENT SURVEY CONTROL
 OJ1038  ___________________________________________________________________
 OJ1038* NAD 83(1994)-  43 04 00.30320(N)    083 49 58.20903(W)     ADJUSTED  
 OJ1038* NAVD 88     -                                                        
 OJ1038  ___________________________________________________________________
 OJ1038  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 OJ1038  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 OJ1038
 OJ1038  HORZ ORDER  -  THIRD
 OJ1038
 OJ1038.The horizontal coordinates were established by classical geodetic methods
 OJ1038.and adjusted by the National Geodetic Survey in February 1997..
 OJ1038
 OJ1038
 OJ1038.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1038
 OJ1038.The geoid height was determined by GEOID03.
 OJ1038
 OJ1038;                    North         East     Units Scale Factor Converg.
 OJ1038;SPC MI S     -   174,169.313 4,043,477.810   MT  0.99991190   +0 21 47.8
 OJ1038;SPC MI S     -   571,421.63 13,266,003.31   iFT  0.99991190   +0 21 47.8
 OJ1038;UTM  17      - 4,772,122.733   269,343.843   MT  1.00025453   -1 56 06.9
 OJ1038
 OJ1038                          SUPERSEDED SURVEY CONTROL
 OJ1038
 OJ1038  NAD 83(1986)-  43 04 00.30033(N)    083 49 58.23423(W) AD(       ) 4
 OJ1038  NAD 27      -  43 04 00.20200(N)    083 49 58.38200(W) AD(       ) 3
 OJ1038
 OJ1038.Superseded values are not recommended for survey control.
 OJ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1038.See file dsdata.txt to determine how the superseded data were derived.
 OJ1038
 OJ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6934472123(NAD 83)
 OJ1038
 OJ1038  HISTORY     - Date     Condition        Report By
 OJ1038  HISTORY     - UNK      MONUMENTED
 OJ1038  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OJ1038
 OJ1038                          STATION DESCRIPTION
 OJ1038
 OJ1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1038'STATION IS THE CYLINDRICAL BLACK WATER TANK WITH
 OJ1038'FLAT CONICAL ROOF
 OJ1038'ON TOP OF THE 120-FOOT FOUR-LEGGED STEEL STRUCTURE
 OJ1038'LOCATED 0.15 MILE N OF THE JUNCTION
 OJ1038'OF FLUSHING ROAD AND
 OJ1038'KELLY ROAD WHICH IS ON THE E EDGE OF THE SMALL VILLAGE
 OJ1038'OF FLUSHING.  IT
 OJ1038'IS 80 FEET E OF THE CENTER LINE OF KELLY ROAD.  THE LEGEND
 OJ1038'FLUSHING IN LARGE
 OJ1038'WHITE LETTERS IS PAINTED ON THE E SIDE OF THE
 OJ1038'TANK.
 OJ1038'
 OJ1038'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 OJ1038'ROOF.
 OJ1038'
 OJ1038'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9520 ***********************************************************************
 AC9520  SACS        -  This is a Secondary Airport Control Station.
 AC9520  DESIGNATION -  FNT C
 AC9520  PID         -  AC9520
 AC9520  STATE/COUNTY-  MI/GENESEE
 AC9520  USGS QUAD   -  FLINT SOUTH (1975)
 AC9520
 AC9520                         *CURRENT SURVEY CONTROL
 AC9520  ___________________________________________________________________
 AC9520* NAD 83(1994)-  42 58 18.14862(N)    083 44 39.49525(W)     ADJUSTED  
 AC9520* NAVD 88     -       232.38   (meters)     762.4    (feet)  GPS OBS   
 AC9520  ___________________________________________________________________
 AC9520  X           -     509,331.968 (meters)                     COMP
 AC9520  Y           -  -4,646,408.799 (meters)                     COMP
 AC9520  Z           -   4,325,337.859 (meters)                     COMP
 AC9520  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 AC9520  ELLIP HEIGHT-         198.49  (meters)          (07/30/04) GPS OBS
 AC9520  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AC9520
 AC9520  HORZ ORDER  -  FIRST
 AC9520  ELLP ORDER  -  FIFTH     CLASS I
 AC9520
 AC9520.This mark is at Bishop Intl Airport (FNT)
 AC9520
 AC9520.The horizontal coordinates were established by GPS observations
 AC9520.and adjusted by the National Geodetic Survey in July 2004..
 AC9520
 AC9520.The orthometric height was determined by GPS observations and a
 AC9520.high-resolution geoid model.
 AC9520
 AC9520.GPS derived orthometric heights for airport stations designated as
 AC9520.PACS or SACS are published to 2 decimal places.  This maintains
 AC9520.centimeter relative accuracy between the PACS and SACS.  It does
 AC9520.not indicate centimeter accuracy relative to other marks which are
 AC9520.part of the NAVD 88 network.
 AC9520
 AC9520.Photographs are available for this station.
 AC9520
 AC9520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9520
 AC9520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9520
 AC9520.The ellipsoidal height was determined by GPS observations
 AC9520.and is referenced to NAD 83.
 AC9520
 AC9520.The geoid height was determined by GEOID03.
 AC9520
 AC9520;                    North         East     Units Scale Factor Converg.
 AC9520;SPC MI S     -   163,661.448 4,050,766.180   MT  0.99990802   +0 25 24.7
 AC9520;SPC MI S     -   536,947.01 13,289,915.29   iFT  0.99990802   +0 25 24.7
 AC9520;UTM  17      - 4,761,327.718   276,207.494   MT  1.00021617   -1 52 17.0
 AC9520
 AC9520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9520!SPC MI S     -   0.99996887  x   0.99990802  =   0.99987690
 AC9520!UTM  17      -   0.99996887  x   1.00021617  =   1.00018504
 AC9520
 AC9520                          SUPERSEDED SURVEY CONTROL
 AC9520
 AC9520.No superseded survey control is available for this station.
 AC9520
 AC9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7620761328(NAD 83)
 AC9520_MARKER: DD = SURVEY DISK
 AC9520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9520_STAMPING: FNT C 1992
 AC9520_MARK LOGO: NGS   
 AC9520_PROJECTION: FLUSH
 AC9520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9520+STABILITY: SURFACE MOTION
 AC9520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9520+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 AC9520
 AC9520  HISTORY     - Date     Condition        Report By
 AC9520  HISTORY     - 1992     MONUMENTED       NGS
 AC9520  HISTORY     - 20040604 GOOD             NGS
 AC9520
 AC9520                          STATION DESCRIPTION
 AC9520
 AC9520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (HSK)
 AC9520'THE STATION IS LOCATED ON THE AIRPORT AT THE NORTH END WEST OF RUNWAY
 AC9520'END 18.  THE STATION IS 157.6 FT (48.0 M) SOUTHWEST OF THE SECOND
 AC9520'RUNWAY LIGHT SOUTH OF END 18, 180.8 FT (55.1 M) NORTHWEST OF THE THIRD
 AC9520'RUNWAY LIGHT, AND 181.5 FT (55.3 M) SOUTHEAST OF THE CENTER OF A CATCH
 AC9520'BASIN.  THE STATION IS A STANDARD NATIONAL OCEAN SERVICE DISK SET IN
 AC9520'THE TOP OF A 1.0 FT (0.3 M) DIAMETER CONCRETE POST FLUSH WITH THE
 AC9520'GROUND AND STAMPED FNT C 1992.
 AC9520
 AC9520                          STATION RECOVERY (2004)
 AC9520
 AC9520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SA)
 AC9520'NOTE THIS DESCRIPTION WAS COMPLIED IN THE OFFICE FROM OLD AIRPORT
 AC9520'OBSTRUCTION  CHART SURVEYS DATA AND THE PACS STATION TO REACH. FIELD
 AC9520'MAN KRN DID NOT DO THE WORK  REQUIRED.
 AC9520' 
 AC9520'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF FLINT, ON THE
 AC9520'BISHOP INTERNATIONAL  AIRPORT, AT THE NORTH END WEST OF RUNWAY END 18.
 AC9520'OWNERSHIP--BISHOP INTERNATIONAL  AIRPORT AUTHORITY, 3425 WEST BRISTOL
 AC9520'ROAD, FLINT MI 48507.  AIRPORT MANAGER IS JIM RICE,  PHONE
 AC9520'313-235-6560.  FACILITIES MANAGER IS JOHN MAIR, PHONE 313-235-6560.
 AC9520'TO REACH FROM THE  UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 75
 AC9520'AND BRISTOL ROAD (EXIT 116) JUST  SOUTH OF FLINT, GO WEST ON BRISTOL
 AC9520'ROAD FOR 0.26 KM (0.15 MI) TO A PAVED ROAD LEFT. TURN LEFT, SOUTH, ON
 AC9520'TORREY ROAD FOR 1.34 KM (0.85 MI) TO A GENERAL AVIATION GATE ON THE
 AC9520'RIGHT.
 AC9520' 
 AC9520'THE STATION IS LOCATED IS 157.6 FT (48.0 M) SOUTHWEST OF THE SECOND
 AC9520'RUNWAY LIGHT SOUTH OF  END 18, 180.8 FT (55.1 M) NORTHWEST OF THE
 AC9520'THIRD RUNWAY LIGHT, AND 181.5 FT (55.3M)   SOUTHEAST OF THE CENTER OF
 AC9520'A CATCH BASIN.  THE STATION IS A STANDARD NATIONAL OCEAN  SERVICE DISK
 AC9520'SET IN THE TOP OF A 1.0 FT (0.3 M) DIAMETER CONCRETE POST FLUSH WITH
 AC9520'THE   GROUND AND STAMPED FNT C 1992.
 AC9520' 
 AC9520'THIS STATION HAS BEEN DESIGNATED A SECONDARY AIRPORT CONTROL STATION
 AC9520'(SACS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8102 ***********************************************************************
 AA8102  CBN         -  This is a Cooperative Base Network Control Station.
 AA8102  PACS        -  This is a Primary Airport Control Station.
 AA8102  DESIGNATION -  FNT E
 AA8102  PID         -  AA8102
 AA8102  STATE/COUNTY-  MI/GENESEE
 AA8102  USGS QUAD   -  FLINT SOUTH (1975)
 AA8102
 AA8102                         *CURRENT SURVEY CONTROL
 AA8102  ___________________________________________________________________
 AA8102* NAD 83(1994)-  42 57 52.07912(N)    083 44 18.60726(W)     ADJUSTED  
 AA8102* NAVD 88     -       236.01   (meters)     774.3    (feet)  GPS OBS   
 AA8102  ___________________________________________________________________
 AA8102  X           -     509,862.592 (meters)                     COMP
 AA8102  Y           -  -4,646,904.907 (meters)                     COMP
 AA8102  Z           -   4,324,751.652 (meters)                     COMP
 AA8102  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 AA8102  ELLIP HEIGHT-         202.12  (meters)          (07/12/02) GPS OBS
 AA8102  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AA8102
 AA8102  HORZ ORDER  -  B
 AA8102  ELLP ORDER  -  FOURTH    CLASS II
 AA8102
 AA8102.This mark is at Bishop Intl Airport (FNT)
 AA8102
 AA8102.The horizontal coordinates were established by GPS observations
 AA8102.and adjusted by the National Geodetic Survey in September 1995..
 AA8102
 AA8102.The orthometric height was determined by GPS observations and a
 AA8102.high-resolution geoid model.
 AA8102
 AA8102.GPS derived orthometric heights for airport stations designated as
 AA8102.PACS or SACS are published to 2 decimal places.  This maintains
 AA8102.centimeter relative accuracy between the PACS and SACS.  It does
 AA8102.not indicate centimeter accuracy relative to other marks which are
 AA8102.part of the NAVD 88 network.
 AA8102
 AA8102.Photographs are available for this station.
 AA8102
 AA8102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8102
 AA8102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8102
 AA8102.The ellipsoidal height was determined by GPS observations
 AA8102.and is referenced to NAD 83.
 AA8102
 AA8102.The geoid height was determined by GEOID03.
 AA8102
 AA8102;                    North         East     Units Scale Factor Converg.
 AA8102;SPC MI S     -   162,860.582 4,051,245.461   MT  0.99990784   +0 25 38.9
 AA8102;SPC MI S     -   534,319.49 13,291,487.73   iFT  0.99990784   +0 25 38.9
 AA8102;UTM  17      - 4,760,508.052   276,654.460   MT  1.00021371   -1 52 01.9
 AA8102
 AA8102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8102!SPC MI S     -   0.99996830  x   0.99990784  =   0.99987615
 AA8102!UTM  17      -   0.99996830  x   1.00021371  =   1.00018201
 AA8102
 AA8102                          SUPERSEDED SURVEY CONTROL
 AA8102
 AA8102  ELLIP H (09/20/95)  202.13   (m)                       GP(       ) 1 2
 AA8102
 AA8102.Superseded values are not recommended for survey control.
 AA8102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8102.See file dsdata.txt to determine how the superseded data were derived.
 AA8102
 AA8102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7665460508(NAD 83)
 AA8102_MARKER: F = FLANGE-ENCASED ROD
 AA8102_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8102_STAMPING: FNT E 1994
 AA8102_MARK LOGO: NGS   
 AA8102_PROJECTION: FLUSH
 AA8102_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8102+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 AA8102_ROD/PIPE-DEPTH: 10.1 meters
 AA8102_SLEEVE-DEPTH  : 1.3 meters
 AA8102
 AA8102  HISTORY     - Date     Condition        Report By
 AA8102  HISTORY     - 1994     MONUMENTED       NGS
 AA8102  HISTORY     - 19981007 GOOD             WADTRI
 AA8102  HISTORY     - 20030612 GOOD             ROWEIN
 AA8102  HISTORY     - 20030723 GOOD             WADTRI
 AA8102  HISTORY     - 20040604 GOOD             NGS
 AA8102
 AA8102                          STATION DESCRIPTION
 AA8102
 AA8102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8102'STATION IS LOCATED ABOUT 6 KM (3.70 MI) SOUTHWEST OF FLINT, OUTSIDE
 AA8102'THE SOUTH PERIMETER FENCE AROUND THE BISHOP INTERNATIONAL AIRPORT, ON
 AA8102'THE NORTH SIDE OF THE BISHOP INDUSTRIAL PARK, IN A GRASS STRIP BETWEEN
 AA8102'THE FENCE AND A ROAD TURNAROUND, JUST NORTH OF THE VORTAC, IN CENTRAL
 AA8102'SECTION 34, T 7 N, R 6 E.  OWNERSHIP--BISHOP INTERNATIONAL AIRPORT
 AA8102'AUTHORITY, 3425 WEST BRISTOL ROAD, FLINT MI 48507.  AIRPORT MANAGER IS
 AA8102'JIM RICE, PHONE 313-235-6560.  FACILITIES MANAGER IS JOHN MAIR, PHONE
 AA8102'313-235-6560.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 AA8102'INTERSTATE HIGHWAY 75 AND BRISTOL ROAD (EXIT 116) JUST SOUTH OF FLINT,
 AA8102'GO WEST ON BRISTOL ROAD FOR 0.26 KM (0.15 MI) TO A PAVED ROAD LEFT.
 AA8102'TURN LEFT, SOUTH, ON TORREY ROAD FOR 1.34 KM (0.85 MI) TO A GENERAL
 AA8102'AVIATION GATE ON THE RIGHT.  CONTINUE SOUTH ON TORREY ROAD FOR 0.17 KM
 AA8102'(0.10 MI) TO A PAVED ROAD RIGHT TO THE INDUSTRIAL PARK.  TURN RIGHT,
 AA8102'WEST, ON ROAD FOR 0.08 KM (0.05 MI) TO A ROAD RIGHT.  TURN RIGHT,
 AA8102'NORTHWEST, ON ROAD FOR 0.46 KM (0.30 MI) TO START OF TURNAROUND AND
 AA8102'STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION
 AA8102'IS 21.7 M (71.2 FT) NORTH OF THE CURB, 24.9 M (81.7 FT)
 AA8102'NORTH-NORTHWEST OF THE LAST CONCRETE LIGHT POST ALONG THE ROAD, 20.7 M
 AA8102'(67.9 FT) SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST SET IN THE
 AA8102'AIRPORT PERIMETER FENCE, AND 24.7 M (81.0 FT) SOUTH OF THE CENTER ON
 AA8102'OF THREE BRACED FENCE POSTS.
 AA8102
 AA8102                          STATION RECOVERY (1998)
 AA8102
 AA8102'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JMS)
 AA8102'STATION IS LOCATED 3.7 MILES (6.0 KM) SE OF FLINT, OUTSIDE THE SOUTH
 AA8102'PERIMETER FENCE AROUND BISHOP AIRPORT, ON THE NORTH SIDE OF THE BISHOP
 AA8102'INDUSTRIAL PARK, IN A GRASS STRIP BETWEEN THE FENCE AND A ROAD TURN
 AA8102'AROUND, JUST NORTH OF THE VORTAC, IN CENTRAL SECTION 34 T7N, R6E.  TO
 AA8102'REACH FROM THE UNDERPASS AT THE JUNCTION OF I-75 AND BRISTOL ROAD, GO
 AA8102'WEST ON BRISTOL ROAD FOR .15 MILES (0.24 KM) TO A PAVED ROAD LEFT.
 AA8102'TURN LEFT, SOUTH, ON TORREY ROAD FOR 0.85 MILES (1.37 KM) TO A GENERAL
 AA8102'AVIATION GATE ON THE RIGHT. CONTINUE SOUTH ON TORREY ROAD FOR 0.10
 AA8102'MILES (0.16 KM) TO A PAVED ROAD RIGHT TO THE INDUSTRIAL PARK.  TURN
 AA8102'RIGHT, NORTHWEST, ON ROAD FOR 0.30 MILES (0.48 KM) TO THE START OF A
 AA8102'TURN AROUND AND STATION IS ON THE RIGHT.  ACCESS COVER IS FLUSH WITH
 AA8102'THE GROUND.  STATION IS 21.7 METERS (71.2 FT) NORTH OF THE CURB, 24.9
 AA8102'METERS (81.7 FT) NORTH-NORTHWEST OF THE LAST CONCRETE LIGHT POST ALONG
 AA8102'THE ROAD, 20.7 METERS (67.9 FT) SOUTH-SOUTHWEST OF A FIBERGLASS
 AA8102'WITNESS POST SET IN THE FENCE.
 AA8102
 AA8102                          STATION RECOVERY (2003)
 AA8102
 AA8102'RECOVERY NOTE BY ROWE INCORPORATED 2003 (MWR)
 AA8102'THERE IS A NEW CHAIN LINK FENCE TO THE EAST, NORTH AND WEST OF THE
 AA8102'STATION.  STATION IS 13.9 FEET SOUTHEAST, 13.7 FEET SOUTHWEST, AND
 AA8102'29.5 FEET NORTHWEST OF FENCE CORNERS.  STATION CAN STILL BE ACCESSED
 AA8102'AS PREVIOUSLY DESCRIBED.
 AA8102
 AA8102                          STATION RECOVERY (2003)
 AA8102
 AA8102'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2003 (BAD)
 AA8102'A 10' HIGH CHAIN LINK FENCE WITH BARBED WIRE HAS BEEN CONSTRUCTED
 AA8102'AROUND THE MARK TO ISOLATE IT FROM BISHOP INTERNATIONAL AIRPORT
 AA8102'PROPERTY.  THE MARK IS STILL ACCESSIBLE TO THE PUBLIC FROM THE ROAD.
 AA8102
 AA8102                          STATION RECOVERY (2004)
 AA8102
 AA8102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (SSA)
 AA8102'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0217 ***********************************************************************
 QK0217  DESIGNATION -  FOLEY
 QK0217  PID         -  QK0217
 QK0217  STATE/COUNTY-  MI/MACKINAC
 QK0217  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0217
 QK0217                         *CURRENT SURVEY CONTROL
 QK0217  ___________________________________________________________________
 QK0217* NAD 83(1986)-  45 55 53.     (N)    084 44 54.     (W)     SCALED    
 QK0217* NAVD 88     -       186.547  (meters)     612.03   (feet)  ADJUSTED  
 QK0217  ___________________________________________________________________
 QK0217  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0217  DYNAMIC HT  -         186.556 (meters)     612.06  (feet)  COMP
 QK0217  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 QK0217
 QK0217  VERT ORDER  -  FIRST     CLASS 0
 QK0217
 QK0217.The horizontal coordinates were scaled from a topographic map and have
 QK0217.an estimated accuracy of +/- 6 seconds.
 QK0217
 QK0217.The orthometric height was determined by differential leveling
 QK0217.and adjusted by the National Geodetic Survey in June 1991..
 QK0217
 QK0217.The geoid height was determined by GEOID03.
 QK0217
 QK0217.The dynamic height is computed by dividing the NAVD 88
 QK0217.geopotential number by the normal gravity value computed on the
 QK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0217.degrees latitude (g = 980.6199 gals.).
 QK0217
 QK0217.The modeled gravity was interpolated from observed gravity values.
 QK0217
 QK0217;                    North         East    Units  Estimated Accuracy
 QK0217;SPC MI N     -   130,080.    8,174,600.      MT  (+/- 180 meters Scaled)
 QK0217
 QK0217                          SUPERSEDED SURVEY CONTROL
 QK0217
 QK0217.No superseded survey control is available for this station.
 QK0217
 QK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR745888(NAD 83)
 QK0217_MARKER: DD = SURVEY DISK
 QK0217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0217_SP_SET: WALL
 QK0217_MARK LOGO: NONE  
 QK0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0217
 QK0217  HISTORY     - Date     Condition        Report By
 QK0217  HISTORY     - 1972     MONUMENTED       NOS
 QK0217  HISTORY     - 1972     GOOD             USLS
 QK0217  HISTORY     - 1983     GOOD             NGS
 QK0217  HISTORY     - 19950602 GOOD             USPSQD
 QK0217  HISTORY     - 20010331 GOOD             NGS
 QK0217  HISTORY     - 20030606 GOOD             USPSQD
 QK0217  HISTORY     - 20060830 GOOD             USPSQD
 QK0217
 QK0217                          STATION DESCRIPTION
 QK0217
 QK0217'DESCRIBED BY US LAKE SURVEY 1972
 QK0217'3.5 MI N FROM ST IGNACE.
 QK0217'FOLEY IS IN MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ON STATE
 QK0217'STREET FROM THE POST OFFICE AT ST. IGNACE TO THE INTERSECTION
 QK0217'WITH THE OLD MACKINAC TRAIL (CO. RD 412), THENCE 2.5 MILES
 QK0217'NORTHERLY ALONG THE OLD MACKINAC TRAIL TO BRIDGE OVER FOLEY
 QK0217'CREEK, 29 FEET SOUTHWEST OF CENTERLINE OF OLD MACKINAC TRAIL,
 QK0217'0.7 FOOT NORTHWEST OF SOUTHWEST FACE AND 0.5 FOOT NORTHEAST OF
 QK0217'SOUTHWEST FACE OF WESTERLY WINGWALL, ABOUT 5 FEET BELOW ROAD,
 QK0217'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO
 QK0217'THE CONCRETE WALL.  NOTE-- PREV. DESIG. FOLEY 1972.
 QK0217
 QK0217                          STATION RECOVERY (1983)
 QK0217
 QK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0217'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 QK0217'(3.5 MI) NORTH ALONG STATE STREET AND INTERSTATE HIGHWAY 75 BUSINESS
 QK0217'FROM THE POST OFFICE IN ST. IGNACE, THENCE 3.70 KM (2.30 MI) NORTH
 QK0217'ALONG COUNTY ROAD H 63 AND OLD MACKINAC TRAIL TO THE BRIDGE OVER FOLEY
 QK0217'CREEK, SET IN THE TOP OF THE SOUTHWEST END OF THE CONCRETE CULVERT,
 QK0217'8.83 METERS (29.0 FT) SOUTHWEST OF THE CENTERLINE OF OLD MACKINAC
 QK0217'TRAIL, 0.21 METERS (0.7 FT) SOUTHEAST OF THE NORTHEAST FACE OF THE
 QK0217'CULVERT, AND 0.15 METERS (0.5 FT) NORTHEAST OF THE SOUTHWEST FACE OF
 QK0217'THE WINGWALL.
 QK0217'THE MARK IS 1.5 M BELOW HIGHWAY.
 QK0217
 QK0217                          STATION RECOVERY (1995)
 QK0217
 QK0217'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0217'RECOVERED IN GOOD CONDITION.
 QK0217
 QK0217                          STATION RECOVERY (2001)
 QK0217
 QK0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0217
 QK0217                          STATION RECOVERY (2003)
 QK0217
 QK0217'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0217'RECOVERED IN GOOD CONDITION.
 QK0217
 QK0217                          STATION RECOVERY (2006)
 QK0217
 QK0217'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0075 ***********************************************************************
 NF0075  DESIGNATION -  FOR
 NF0075  PID         -  NF0075
 NF0075  STATE/COUNTY-  MI/INGHAM
 NF0075  USGS QUAD   -  EAST LANSING (1970)
 NF0075
 NF0075                         *CURRENT SURVEY CONTROL
 NF0075  ___________________________________________________________________
 NF0075* NAD 83(1986)-  42 43 28.     (N)    084 28 42.     (W)     SCALED    
 NF0075* NAVD 88     -       257.94   (+/-2cm)     846.3    (feet)  VERTCON   
 NF0075  ___________________________________________________________________
 NF0075  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF0075
 NF0075  VERT ORDER  -  ? (See Below)
 NF0075
 NF0075.The horizontal coordinates were scaled from a topographic map and have
 NF0075.an estimated accuracy of +/- 6 seconds.
 NF0075
 NF0075.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0075.The vertical order pertains to the NGVD 29 superseded value.
 NF0075
 NF0075.The geoid height was determined by GEOID03.
 NF0075
 NF0075;                    North         East    Units  Estimated Accuracy
 NF0075;SPC MI S     -   136,010.    3,990,860.      MT  (+/- 180 meters Scaled)
 NF0075
 NF0075                          SUPERSEDED SURVEY CONTROL
 NF0075
 NF0075  NGVD 29 (??/??/92)  258.078  (m)          846.71   (f) ADJ UNCH    ?  
 NF0075
 NF0075.Superseded values are not recommended for survey control.
 NF0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0075.See file dsdata.txt to determine how the superseded data were derived.
 NF0075
 NF0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN064332(NAD 83)
 NF0075_MARKER: Z = SEE DESCRIPTION
 NF0075_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0075_SP_SET: GAS PIPE
 NF0075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0075
 NF0075  HISTORY     - Date     Condition        Report By
 NF0075  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0075  HISTORY     - 1940     POOR             NGS
 NF0075  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0075
 NF0075                          STATION DESCRIPTION
 NF0075
 NF0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0075'AT EAST LANSING.
 NF0075'AT EAST LANSING, INGHAM COUNTY, AT MICHIGAN STATE COLLEGE, 6
 NF0075'FEET EAST OF THE EAST FENCE OF FORESTRY PLAT, AND 63 FEET EAST
 NF0075'OF THE CENTERLINE OF A SPUR TRACK OF THE PERE MARQUETTE RAILWAY.
 NF0075'THE TOP OF A 2-INCH GAS PIPE.  NOTE-- IT WAS REPORTED BY USGS
 NF0075'IN SEPTEMBER 1958 THAT THE PERE MARQUETTE RAILWAY HAD BEEN
 NF0075'PURCHASED BY THE CHESAPEAKE AND OHIO RAILWAY.  NOTE-- THIS MARK
 NF0075'IS NO LONGER RELIABLE AS A BENCH MARK.
 NF0075
 NF0075                          STATION RECOVERY (1978)
 NF0075
 NF0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1361 ***********************************************************************
 NE1361  DESIGNATION -  FORD 1957
 NE1361  PID         -  NE1361
 NE1361  STATE/COUNTY-  MI/WAYNE
 NE1361  USGS QUAD   -  DEARBORN (1983)
 NE1361
 NE1361                         *CURRENT SURVEY CONTROL
 NE1361  ___________________________________________________________________
 NE1361* NAD 83(1994)-  42 18 53.03832(N)    083 12 36.36713(W)     ADJUSTED  
 NE1361* NAVD 88     -       247.6    (meters)     812.     (feet)  VERTCON   
 NE1361  ___________________________________________________________________
 NE1361  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 NE1361  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 NE1361
 NE1361  HORZ ORDER  -  FIRST
 NE1361
 NE1361.The horizontal coordinates were established by classical geodetic methods
 NE1361.and adjusted by the National Geodetic Survey in February 1997..
 NE1361
 NE1361.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1361
 NE1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1361
 NE1361.The geoid height was determined by GEOID03.
 NE1361
 NE1361;                    North         East     Units Scale Factor Converg.
 NE1361;SPC MI S     -    91,153.836 4,095,341.445   MT  0.99995608   +0 47 13.5
 NE1361;SPC MI S     -   299,061.14 13,436,159.60   iFT  0.99995608   +0 47 13.5
 NE1361;UTM  17      - 4,687,087.059   317,865.016   MT  1.00000818   -1 29 17.7
 NE1361
 NE1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1361!SPC MI S     -   0.99996655  x   0.99995608  =   0.99992263
 NE1361!UTM  17      -   0.99996655  x   1.00000818  =   0.99997473
 NE1361
 NE1361:                Primary Azimuth Mark                     Grid Az
 NE1361:SPC MI S     -  SENIOR                                   170 38 39.8
 NE1361:UTM  17      -  SENIOR                                   172 55 11.0
 NE1361
 NE1361|---------------------------------------------------------------------|
 NE1361| PID    Reference Object                     Distance      Geod. Az  |
 NE1361|                                                           dddmmss.s |
 NE1361| NE1406 SENIOR                              APPROX.19.4 KM 1712553.3 |
 NE1361|---------------------------------------------------------------------|
 NE1361
 NE1361                          SUPERSEDED SURVEY CONTROL
 NE1361
 NE1361  NAD 83(1986)-  42 18 53.04601(N)    083 12 36.39636(W) AD(       ) 1
 NE1361  NAD 27      -  42 18 52.91120(N)    083 12 36.66053(W) AD(       ) 1
 NE1361  NGVD 29 (07/19/86)  247.8    (m)          813.     (f) VERT ANG       
 NE1361
 NE1361.Superseded values are not recommended for survey control.
 NE1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1361.See file dsdata.txt to determine how the superseded data were derived.
 NE1361
 NE1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1786587087(NAD 83)
 NE1361
 NE1361  HISTORY     - Date     Condition        Report By
 NE1361  HISTORY     - 1957     MONUMENTED       CGS
 NE1361  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1361  HISTORY     - 1974     GOOD             NGS
 NE1361  HISTORY     - 1988     GOOD             USPSQD
 NE1361  HISTORY     - 19910826 GOOD             USPSQD
 NE1361
 NE1361                          STATION DESCRIPTION
 NE1361
 NE1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1361'THE STATION IS LOCATED
 NE1361'IN THE CENTRAL
 NE1361'SECTION OF DEARBORN, ON THE FORD BUILDING, ON THE
 NE1361'PROPERTY OF THE FORD MOTOR
 NE1361'COMPANY.  IT IS ON THE HIGHEST PART OF THE
 NE1361'ROOF, 6.50 FT. NW OF THE SE CORNER, 14.20 FT.
 NE1361'E OF THE SW CORNER,
 NE1361'23.54 FT. SE OF THE NW CORNER, 19.90 FT. S OF THE NE CORNER,
 NE1361'3.56 FT.  N OF THE
 NE1361'S EDGE OF THE ROOF, AND 5.48 FT. W OF THE E EDGE OF THE
 NE1361'ROOF.  (ALL MEASUREMENTS
 NE1361'ARE FROM THE INSIDE OF THE LEDGE AROUND
 NE1361'THE EDGE OF THE ROOF.) THE DISK IS SET IN
 NE1361'A DRILL HOLE IN THE
 NE1361'CONCRETE ROOF, ABOUT 3 IN. UNDER THE TAR AND GRAVEL SECTION
 NE1361'OF THE ROOF,
 NE1361'AND INSIDE A GALVANIZED NIPPLE WITH A CAP THAT SCREWS ON THE
 NE1361'TOP FOR PROTECTION.  IT
 NE1361'IS STAMPED FORD 1957.
 NE1361'
 NE1361'TO REACH THE STATION FROM THE OVERPASS INTERSECTION OF MICHIGAN
 NE1361'AVENUE (U.S.
 NE1361'HIGHWAY 112) AND TELEGRAPH ROAD (U.S. HIGHWAY 24), IN
 NE1361'THE E SECTION OF DEARBORN, GO E
 NE1361'ON MICHIGAN AVENUE FOR 3.0 MI. TO
 NE1361'THE OVERPASS INTERSECTION WITH SOUTHFIELD ROAD.
 NE1361'CONTINUE E ON
 NE1361'MICHIGAN AVENUE FOR 0.4 MI. TO A SIDE STREET LEFT.  TURN LEFT AND
 NE1361'GO N FOR 0.1 MI.
 NE1361'TO THE BUILDING ON THE LEFT.  THE ROOF CAN BE
 NE1361'REACHED BY AN ELEVATOR, WITH THE
 NE1361'EXCEPTION OF THE LAST 2 FLOORS
 NE1361'WHICH CAN BE ASCENDED BY STAIRS.
 NE1361'
 NE1361'THERE IS NO SUITABLE PLACE FOR REFERENCE MARKS AS THE LEDGE
 NE1361'AROUND THE ROOF IS
 NE1361'COVERED WITH METAL.
 NE1361'
 NE1361'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NE1361
 NE1361                          STATION RECOVERY (1964)
 NE1361
 NE1361'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1361'STATION WAS RECOVERED AND FOUND AS DESCRIBED AT THIS TIME.  THE
 NE1361'MEASUREMENT TO THE
 NE1361'REFERENCE POINTS CHECKED.  THE OLD DESCRIPTION IS ADEQUATE.
 NE1361
 NE1361                          STATION RECOVERY (1974)
 NE1361
 NE1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (WAB)
 NE1361'STATION RECOVERED AS DESCRIBED.  THE ORIGINAL DESCRIPTION AND
 NE1361'SUBSEQUENT RECOVERY ARE ADEQUATE AS WRITTEN.  ACCESS TO THE MARK IS
 NE1361'EXPEDITED BY PHONING THE CIVIL ENGINEERING OFFICE (MR. ALEXANDER
 NE1361'WOWK) AT 313 3224634.
 NE1361'
 NE1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 8 MILES
 NE1361'WEST OF DETROIT OUT MICHIGAN AVENUE.
 NE1361
 NE1361                          STATION RECOVERY (1988)
 NE1361
 NE1361'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1361'RECOVERED IN GOOD CONDITION.
 NE1361
 NE1361                          STATION RECOVERY (1991)
 NE1361
 NE1361'RECOVERY NOTE BY US POWER SQUADRON 1991 (LLM)
 NE1361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0218 ***********************************************************************
 QL0218  DESIGNATION -  FORD RIVER
 QL0218  PID         -  QL0218
 QL0218  STATE/COUNTY-  MI/DELTA
 QL0218  USGS QUAD   -  ESCANABA (1985)
 QL0218
 QL0218                         *CURRENT SURVEY CONTROL
 QL0218  ___________________________________________________________________
 QL0218* NAD 83(1994)-  45 41 11.95980(N)    087 06 09.17221(W)     ADJUSTED  
 QL0218* NAVD 88     -       180.746  (meters)     593.00   (feet)  ADJUSTED  
 QL0218  ___________________________________________________________________
 QL0218  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 QL0218  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 QL0218  DYNAMIC HT  -         180.744 (meters)     592.99  (feet)  COMP
 QL0218  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 QL0218
 QL0218  HORZ ORDER  -  FIRST
 QL0218  VERT ORDER  -  FIRST     CLASS 0
 QL0218
 QL0218.The horizontal coordinates were established by classical geodetic methods
 QL0218.and adjusted by the National Geodetic Survey in February 1997..
 QL0218
 QL0218.The orthometric height was determined by differential leveling
 QL0218.and adjusted by the National Geodetic Survey in June 1991..
 QL0218
 QL0218.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0218
 QL0218.The geoid height was determined by GEOID03.
 QL0218
 QL0218.The dynamic height is computed by dividing the NAVD 88
 QL0218.geopotential number by the normal gravity value computed on the
 QL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0218.degrees latitude (g = 980.6199 gals.).
 QL0218
 QL0218.The modeled gravity was interpolated from observed gravity values.
 QL0218
 QL0218;                    North         East     Units Scale Factor Converg.
 QL0218;SPC MI N     -   100,405.083 7,992,011.931   MT  0.99995704   -0 04 26.8
 QL0218;SPC MI N     -   329,413.00 26,220,511.58   iFT  0.99995704   -0 04 26.8
 QL0218;UTM  16      - 5,059,238.841   492,014.781   MT  0.99960078   -0 04 24.2
 QL0218
 QL0218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0218!SPC MI N     -   0.99997730  x   0.99995704  =   0.99993434
 QL0218!UTM  16      -   0.99997730  x   0.99960078  =   0.99957809
 QL0218
 QL0218:                Primary Azimuth Mark                     Grid Az
 QL0218:SPC MI N     -  FORD RIVER AZ MK                         023 18 50.6
 QL0218:UTM  16      -  FORD RIVER AZ MK                         023 18 48.0
 QL0218
 QL0218|---------------------------------------------------------------------|
 QL0218| PID    Reference Object                     Distance      Geod. Az  |
 QL0218|                                                           dddmmss.s |
 QL0218| CJ4962 FORD RIVER AZ MK                                   0231423.8 |
 QL0218| CJ4963 FORD RIVER REF POST N                              0383852.9 |
 QL0218| QL0220 FORD RIVER RM 1                      29.750 METERS 17508     |
 QL0218| QL0219 FORD RIVER RM 2                      30.858 METERS 31612     |
 QL0218|---------------------------------------------------------------------|
 QL0218
 QL0218                          SUPERSEDED SURVEY CONTROL
 QL0218
 QL0218  NAD 83(1986)-  45 41 11.95818(N)    087 06 09.17084(W) AD(       ) 1
 QL0218  NAD 27      -  45 41 12.06200(N)    087 06 08.69100(W) AD(       ) 1
 QL0218  NGVD 29 (??/??/92)  180.76   (m)          593.0    (f) COMPUTED    1 0
 QL0218
 QL0218.Superseded values are not recommended for survey control.
 QL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0218.See file dsdata.txt to determine how the superseded data were derived.
 QL0218
 QL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9201559239(NAD 83)
 QL0218_MARKER: DD = SURVEY DISK
 QL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0218_SP_SET: STONE POST
 QL0218_STAMPING: FORD RIVER 1874
 QL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0218+STABILITY: SURFACE MOTION
 QL0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0218+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 QL0218
 QL0218  HISTORY     - Date     Condition        Report By
 QL0218  HISTORY     - 1874     MONUMENTED       USLS
 QL0218  HISTORY     - 1929     SEE DESCRIPTION  CGS
 QL0218  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0218  HISTORY     - 1955     SEE DESCRIPTION  USLS
 QL0218  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0218  HISTORY     - 1972     GOOD             NGS
 QL0218  HISTORY     - 1980     GOOD             NGS
 QL0218  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0218  HISTORY     - 20050615 GOOD             MIDT
 QL0218
 QL0218                          STATION DESCRIPTION
 QL0218
 QL0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 (RLP)
 QL0218'ABOUT 5 MILES SOUTHWEST OF ESCANABA LIGHTHOUSE, 2 MILES NORTHEAST OF
 QL0218'MOUTH OF FORD
 QL0218'RIVER, ABOUT 175 FEET BACK FROM BAY SHORE, 60 PACES WEST OF WEST
 QL0218'RIM OF OLD WATER-FILLED QUARRY
 QL0218'PIT, ON TOP OF SMALL RIDGE WHICH MAKES OFF TO WESTWARD
 QL0218'FROM PIT, ABOUT 4 FEET HIGHER THAN GENERAL GROUND
 QL0218'LEVEL, AND ON LAND OWNED
 QL0218'BY COLEMAN NEE OF ESCANABA (IN 1929 GENERALLY USED AS PICNIC
 QL0218'GROUNDS).  MARKED BY CROSS
 QL0218'CUT IN SOLID ROCK ABOUT 3 FEET BELOW SURFACE OF GROUND.  OVER MARK IS
 QL0218'STONE POST, ORIGINALLY SQUARE
 QL0218'WITH DRILL HOLE IN CENTER AND SET WITH TOP FLUSH WITH GROUND.
 QL0218'EDGES OF POST HAVE WORN AWAY SO THAT TOP
 QL0218'NOW RESEMBLES SURFACE STONE AND MAY
 QL0218'BE MISTAKEN FOR ONE.  TWO REFERENCE STONES WERE SET, ONE
 QL0218'APPROXIMATELY 55.1 FEET
 QL0218'NORTH, AND ONE APPROXIMATELY 64.5 FEET WEST OF STATION.  REFERENCE
 QL0218'MARKS WERE NOT REPORTED
 QL0218'WHEN STATION WAS RECOVERED IN 1929.  LARGE BOULDER, ABOUT 5 FEET
 QL0218'IN DIAMETER, MARKED WITH DRILL HOLE
 QL0218'AND LETTERS U.S. IS 6.157 METERS (20.20 FEET)
 QL0218'SOUTH OF STATION.  WITNESS MARKS (1929) ARE- 24-INCH
 QL0218'WALNUT TREE, WITH SPIKE
 QL0218'IN CENTER OF TRIANGULAR BLAZE, 14.68 METERS (48.2 FEET) NORTH,
 QL0218'12-INCH CEDAR TREE, WITH SPIKE
 QL0218'IN CENTER OF TRIANGULAR BLAZE, ON SAME RIDGE AS STATION, IN CLUMP OF
 QL0218'CEDAR TREES, 13.15 METERS
 QL0218'(43.1 FEET) EAST OF STATION.  DELTA COUNTY, SE. CORNER OF
 QL0218'SEC. 12. T. 42 N., R. 19 W. IS 435.5 FEET
 QL0218'FROM STATION ON BEARING N. 79 DEG 29 MIN E.
 QL0218
 QL0218                          STATION RECOVERY (1954)
 QL0218
 QL0218'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0218'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1929 DESCRIPTION.  DUE
 QL0218'TO LOCAL CHANGES A NEW
 QL0218'DESCRIPTION AS FOLLOWS.  TWO REFERENCE MARKS AND A AZIMUTH MARK WAS
 QL0218'SET.
 QL0218'
 QL0218'THE STATION IS LOCATED ABOUT 21 MILES EAST OF POWERS AND 4 MILES
 QL0218'SOUTH-SOUTHWEST OF ESCANABA.
 QL0218'IT IS 48 FEET SOUTH OF A 1I INCH WALNUT TREE, 61 FEET EAST OF A TRACK
 QL0218'ROAD AND 20 FEET NORTH OF A LARGE
 QL0218'BOULDER WHICH IS 4 FEET IN DIAMETER, MARKED WITH A DRILL
 QL0218'HOLE AND LETTERS U.S. CHISELED IN THE
 QL0218'APPROXIMATE CENTER OF THE ROCK.  THE MARK IS A
 QL0218'6 BY 6 INCH ROCK POST, PROJECTS 6 INCHES AND A U.S. LAKE
 QL0218'SURVEY DISK SET IN THE APPROXIMATE
 QL0218'CENTER STAMPED FORD RIVER 1874.
 QL0218'
 QL0218'REFERENCE MARK NO 1 IS 120 FEET NORTH OF THE SHORE-LINE OF LAKE
 QL0218'MICHIGAN.  THE MARK PROJECTS 6
 QL0218'INCHES AND THE DISK IS STAMPED FORD RIVER U.S.L.S. NO 1 1954.  NOTE
 QL0218'11A.
 QL0218'
 QL0218'REFERENCE MARK NO 2 IS 10 FEET EAST OF A TRACK ROAD.  THE MARK
 QL0218'PROJECTS 6 INCHES AND THE
 QL0218'DISK IS STAMPED FORD RIVER U.S.L.S. NO 2 1954.  NOTE 11A.
 QL0218'
 QL0218'AZIMUTH MARK IS 51 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 QL0218'HIGHWAY M 35, 26 FEET WEST
 QL0218'OF THE WEST SIDE OF A HOUSE AND 5 FEET NORTH OF A WITNESS POST.  THE
 QL0218'MARK PROJECTS 2 INCHES AND THE DISK
 QL0218'IS STAMPED FORD RIVER U.S.L.S. 1954.  NOTE 16A.
 QL0218'
 QL0218'TO REACH FROM THE JUNCTION OF US HIGHWAY 2 AND 41 AND STATE HIGHWAY M
 QL0218'35 AT THE WEST EDGE OF
 QL0218'ESCANABA, GO SOUTH ON STATE HIGHWAY M 35 FOR 4.3 MILES TO THE AZIMUTH
 QL0218'MARK ON THE LEFT.  CONTINUE SOUTH ON
 QL0218'STATE HIGHWAY M 35 FOR 0.25 MILE TO A TRACK ROAD ON THE
 QL0218'LEFT, TURN LEFT (EAST) FOR 0.05 MILE AND THE
 QL0218'STATION ON THE LEFT AS DESCRIBED.
 QL0218'
 QL0218'NOTE- THE AZIMUTH MARK IS NOT VISIBLE.
 QL0218
 QL0218                          STATION RECOVERY (1955)
 QL0218
 QL0218'RECOVERY NOTE BY US LAKE SURVEY 1955 (KHF)
 QL0218'STATION RECOVERED AS DESCRIBED, ALONG WITH REFERENCE MARKS.
 QL0218
 QL0218                          STATION RECOVERY (1972)
 QL0218
 QL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0218'THE STATION, RM 1 AND 2 WERE RECOVERED AND IN GOOD CONDITION.  THE
 QL0218'AZIMUTH MARK WAS
 QL0218'SEARCHED FOR BUT NOT RECOVERED.
 QL0218'
 QL0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4.6 MILES SOUTHWEST
 QL0218'OF ESCANABA, MICH.
 QL0218
 QL0218                          STATION RECOVERY (1972)
 QL0218
 QL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0218'4.6 MI SW FROM ESCANABA.
 QL0218'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0218'JUNCTION OF U.S. HIGHWAY 2 AND 41 AT ESCANABA, ABOUT 0.05 MILE
 QL0218'SOUTHEAST ALONG A NARROW WOODS ROAD FROM THE HIGHWAY, ON THE
 QL0218'TOP OF A SMALL KNOLL, AT A SMALL CLEARING, NEAR THE SOUTH EDGE
 QL0218'OF A SMALL CLUP OF CEDAR TREES, 58 FEET NORTHEAST OF THE CENTER
 QL0218'LINE OF THE WOODS ROAD, 9 FEET SOUTHWEST OF A CEDAR TREE, 1.1
 QL0218'FEET NORTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A
 QL0218'STONE POST THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 QL0218'SECTION 14, T38N, R23W.
 QL0218
 QL0218                          STATION RECOVERY (1980)
 QL0218
 QL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QL0218'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 QL0218'
 QL0218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 QL0218'ESCANABA, MICHIGAN.
 QL0218
 QL0218                          STATION RECOVERY (1981)
 QL0218
 QL0218'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0218'MARK NOT FOUND.
 QL0218
 QL0218                          STATION RECOVERY (2005)
 QL0218
 QL0218'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (DLD)
 QL0218'NEW DESCRIPTION AS FOLLOWS
 QL0218'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M-35 FROM THE
 QL0218'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, LEFT OF
 QL0218'HIGHWAY, 266 FEET SOUTH OF CENTERLINE OF HIGHWAY.  TURN LEFT
 QL0218'ONTO DRIVEWAY OF FIRE NUMBER E5241 CONTINUE TO CINDER BLOCK
 QL0218'GARAGE, MARK IS 76 FEET NORTHEAST OF NORTHEAST CORNER OF
 QL0218'FOUNDATION OF GARAGE, 70' SOUTHWEST OF CONCRETE SIDEWALK TO HOUSE
 QL0218'E5255, 100 FEET EAST OF FORD RIVER RM 2, 98 FEET NORTH OF FORD
 QL0218'RIVER RM 1, 20 FEET NORTH OF BOULDER CHISELED U.S. IN TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0220 ***********************************************************************
 QL0220  DESIGNATION -  FORD RIVER RM 1
 QL0220  PID         -  QL0220
 QL0220  STATE/COUNTY-  MI/DELTA
 QL0220  USGS QUAD   -  ESCANABA (1985)
 QL0220
 QL0220                         *CURRENT SURVEY CONTROL
 QL0220  ___________________________________________________________________
 QL0220* NAD 83(1986)-  45 41 15.     (N)    087 06 16.     (W)     SCALED    
 QL0220* NAVD 88     -       179.615  (meters)     589.29   (feet)  ADJUSTED  
 QL0220  ___________________________________________________________________
 QL0220  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 QL0220  DYNAMIC HT  -         179.613 (meters)     589.28  (feet)  COMP
 QL0220  MODELED GRAV-     980,602.9   (mgal)                       NAVD 88
 QL0220
 QL0220  VERT ORDER  -  FIRST     CLASS 0
 QL0220
 QL0220.The horizontal coordinates were scaled from a topographic map and have
 QL0220.an estimated accuracy of +/- 6 seconds.
 QL0220
 QL0220.The orthometric height was determined by differential leveling
 QL0220.and adjusted by the National Geodetic Survey in June 1991..
 QL0220
 QL0220.The geoid height was determined by GEOID03.
 QL0220
 QL0220.The dynamic height is computed by dividing the NAVD 88
 QL0220.geopotential number by the normal gravity value computed on the
 QL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0220.degrees latitude (g = 980.6199 gals.).
 QL0220
 QL0220.The modeled gravity was interpolated from observed gravity values.
 QL0220
 QL0220;                    North         East    Units  Estimated Accuracy
 QL0220;SPC MI N     -   100,500.    7,991,860.      MT  (+/- 180 meters Scaled)
 QL0220
 QL0220                          SUPERSEDED SURVEY CONTROL
 QL0220
 QL0220.No superseded survey control is available for this station.
 QL0220
 QL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR918593(NAD 83)
 QL0220_MARKER: DR = REFERENCE MARK DISK
 QL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0220_STAMPING: FORD RIVER USLS 1954
 QL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0220+STABILITY: SURFACE MOTION
 QL0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0220+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 QL0220
 QL0220  HISTORY     - Date     Condition        Report By
 QL0220  HISTORY     - 1954     MONUMENTED       CGS
 QL0220  HISTORY     - 1972     GOOD             NGS
 QL0220  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0220  HISTORY     - 20050615 GOOD             MIDT
 QL0220
 QL0220                          STATION DESCRIPTION
 QL0220
 QL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0220'4.6 MI SW FROM ESCANABA.
 QL0220'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0220'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 40 YARDS
 QL0220'NORTH ALONG A TRACK ROAD FROM THE BEACH OF GREEN BAY, AT A Y
 QL0220'JUNCTION IN ROADS, 97.6 FEET SOUTH OF THE STATION MARK DESCRIBED,
 QL0220'5 FEET EAST OF THE CENTER LINE OF THE ROAD LEADING TO BEACH,
 QL0220'6 FEET WEST OF A CROOKED SCRUB CEDAR TREE, 4 FEET BELOW THE
 QL0220'STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0220'3 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 14, T38N, R23W.
 QL0220
 QL0220                          STATION RECOVERY (1981)
 QL0220
 QL0220'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0220'MARK NOT FOUND.
 QL0220
 QL0220                          STATION RECOVERY (2005)
 QL0220
 QL0220'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (DLD)
 QL0220'NEW DESCRIPTION AS FOLLOWS
 QL0220'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION
 QL0220'OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, LEFT OF HIGHWAY, 364 FEET SOUTH
 QL0220'OF CENTERLINE OF HIGHWAY.  TURN LEFT ONTO DRIVEWAY OF FIRE NUMBER
 QL0220'E5241 CONTINUE TO CINDER BLOCK GARAGE, MARK IS 97.5 FEET EAST OF
 QL0220'SOUTHEAST CORNER OF FOUNDATION OF GARAGE, 98' SOUTH OF FORD RIVER
 QL0220'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0219 ***********************************************************************
 QL0219  DESIGNATION -  FORD RIVER RM 2
 QL0219  PID         -  QL0219
 QL0219  STATE/COUNTY-  MI/DELTA
 QL0219  USGS QUAD   -  ESCANABA (1985)
 QL0219
 QL0219                         *CURRENT SURVEY CONTROL
 QL0219  ___________________________________________________________________
 QL0219* NAD 83(1986)-  45 41 11.     (N)    087 06 09.     (W)     SCALED    
 QL0219* NAVD 88     -       181.549  (meters)     595.63   (feet)  ADJUSTED  
 QL0219  ___________________________________________________________________
 QL0219  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 QL0219  DYNAMIC HT  -         181.547 (meters)     595.63  (feet)  COMP
 QL0219  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 QL0219
 QL0219  VERT ORDER  -  FIRST     CLASS 0
 QL0219
 QL0219.The horizontal coordinates were scaled from a topographic map and have
 QL0219.an estimated accuracy of +/- 6 seconds.
 QL0219
 QL0219.The orthometric height was determined by differential leveling
 QL0219.and adjusted by the National Geodetic Survey in June 1991..
 QL0219
 QL0219.The geoid height was determined by GEOID03.
 QL0219
 QL0219.The dynamic height is computed by dividing the NAVD 88
 QL0219.geopotential number by the normal gravity value computed on the
 QL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0219.degrees latitude (g = 980.6199 gals.).
 QL0219
 QL0219.The modeled gravity was interpolated from observed gravity values.
 QL0219
 QL0219;                    North         East    Units  Estimated Accuracy
 QL0219;SPC MI N     -   100,380.    7,992,020.      MT  (+/- 180 meters Scaled)
 QL0219
 QL0219                          SUPERSEDED SURVEY CONTROL
 QL0219
 QL0219  NGVD 29 (??/??/92)  181.57   (m)          595.7    (f) COMPUTED    1 0
 QL0219
 QL0219.Superseded values are not recommended for survey control.
 QL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0219.See file dsdata.txt to determine how the superseded data were derived.
 QL0219
 QL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR920592(NAD 83)
 QL0219_MARKER: DR = REFERENCE MARK DISK
 QL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0219_STAMPING: FORD RIVER USLS NO 2 1954
 QL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0219+STABILITY: SURFACE MOTION
 QL0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0219+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 QL0219
 QL0219  HISTORY     - Date     Condition        Report By
 QL0219  HISTORY     - 1954     MONUMENTED       CGS
 QL0219  HISTORY     - 1972     GOOD             NGS
 QL0219  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0219  HISTORY     - 20050615 GOOD             MIDT
 QL0219
 QL0219                          STATION DESCRIPTION
 QL0219
 QL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0219'4.6 MI SW FROM ESCANABA.
 QL0219'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M 35 FROM THE
 QL0219'JUNCTION OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, ABOUT 50 YARDS
 QL0219'SOUTHEAST OF THE HIGHWAY, 101.2 FEET WEST OF THE STATION MARK
 QL0219'DESCRIBED, AT THE WEST CORNER OF A SMALL CLEARING, 7 FEET
 QL0219'NORTHEAST OF THE CENTER LINE OF A WOODS ROAD, ABOUT LEVEL WITH
 QL0219'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0219'3 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 14, T38N, R23W.
 QL0219
 QL0219                          STATION RECOVERY (1981)
 QL0219
 QL0219'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0219'MARK NOT FOUND.
 QL0219
 QL0219                          STATION RECOVERY (2005)
 QL0219
 QL0219'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (DLD)
 QL0219'NEW DESCRIPTION AS FOLLOWS
 QL0219'ABOUT 4.6 MILES SOUTHWEST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION
 QL0219'OF U.S. HIGHWAYS 2 AND 41 AT ESCANABA, LEFT OF HIGHWAY, 177 FEET SOUTH
 QL0219'OF CENTERLINE OF HIGHWAY.  TURN LEFT ONTO DRIVEWAY OF FIRE NUMBER
 QL0219'E5241 CONTINUE TO CINDER BLOCK GARAGE, MARK IS 78 FEET WEST OF
 QL0219'NORTHEAST CORNER OF FOUNDATION OF GARAGE, 100' WEST OF FORD RIVER
 QL0219'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1165 ***********************************************************************
 RJ1165  DESIGNATION -  FORDNEY
 RJ1165  PID         -  RJ1165
 RJ1165  STATE/COUNTY-  MI/LUCE
 RJ1165  USGS QUAD   -  BETSY LAKE SW (1968)
 RJ1165
 RJ1165                         *CURRENT SURVEY CONTROL
 RJ1165  ___________________________________________________________________
 RJ1165* NAD 83(1994)-  46 30 56.75660(N)    085 23 21.47148(W)     ADJUSTED  
 RJ1165* NAVD 88     -       281.     (meters)     922.     (feet)  SCALED    
 RJ1165  ___________________________________________________________________
 RJ1165  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 RJ1165  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 RJ1165
 RJ1165  HORZ ORDER  -  FIRST
 RJ1165
 RJ1165.The horizontal coordinates were established by classical geodetic methods
 RJ1165.and adjusted by the National Geodetic Survey in February 1997..
 RJ1165
 RJ1165.The orthometric height was scaled from a topographic map.
 RJ1165
 RJ1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1165
 RJ1165.The geoid height was determined by GEOID03.
 RJ1165
 RJ1165;                    North         East     Units Scale Factor Converg.
 RJ1165;SPC MI N     -   193,806.194 8,123,586.432   MT  0.99991091   +1 09 51.1
 RJ1165;SPC MI N     -   635,847.09 26,652,186.46   iFT  0.99991091   +1 09 51.1
 RJ1165;UTM  16      - 5,152,615.448   623,555.668   MT  0.99978765   +1 10 07.7
 RJ1165
 RJ1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1165!SPC MI N     -   0.99996158  x   0.99991091  =   0.99987249
 RJ1165!UTM  16      -   0.99996158  x   0.99978765  =   0.99974923
 RJ1165
 RJ1165|---------------------------------------------------------------------|
 RJ1165| PID    Reference Object                     Distance      Geod. Az  |
 RJ1165|                                                           dddmmss.s |
 RJ1165| CH1147 FORDNEY RM 1                         20.044 METERS 01039     |
 RJ1165| CH1148 FORDNEY RM 2                         28.220 METERS 10528     |
 RJ1165| RJ1205 NEWBERRY STATE HOSPITAL STACK       APPROX.22.5 KM 2022749.8 |
 RJ1165| RJ1204 NEWBERRY STATE HOSPITAL TANK        APPROX.22.6 KM 2024416.7 |
 RJ1165| RJ1201 NEWBERRY PENTLAND TOWNSHIP TK       APPROX.23.0 KM 2035433.3 |
 RJ1165| RJ0483 NEWBERRY                            APPROX.22.1 KM 2051048.0 |
 RJ1165| RJ1207 NEWBERRY LOOKOUT TOWER              APPROX.22.7 KM 2055742.8 |
 RJ1165|---------------------------------------------------------------------|
 RJ1165
 RJ1165                          SUPERSEDED SURVEY CONTROL
 RJ1165
 RJ1165  NAD 83(1986)-  46 30 56.75040(N)    085 23 21.46864(W) AD(       ) 1
 RJ1165  NAD 27      -  46 30 56.72316(N)    085 23 21.05129(W) AD(       ) 1
 RJ1165
 RJ1165.Superseded values are not recommended for survey control.
 RJ1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1165.See file dsdata.txt to determine how the superseded data were derived.
 RJ1165
 RJ1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2355652615(NAD 83)
 RJ1165_MARKER: Z = SEE DESCRIPTION
 RJ1165_SETTING: 0 = UNSPECIFIED SETTING
 RJ1165
 RJ1165  HISTORY     - Date     Condition        Report By
 RJ1165  HISTORY     - 1921     MONUMENTED       USLS
 RJ1165  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1165  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RJ1165  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1165
 RJ1165                          STATION DESCRIPTION
 RJ1165
 RJ1165'DESCRIBED BY US LAKE SURVEY 1921
 RJ1165'IN N 1/2 SEC. 35, T. 48 N., R. 9 W., SLIGHTLY LESS THAN 1/2 MILE N.
 RJ1165'30 DEG E. FROM FORDNEYS HUNTING CAMP ON OLD
 RJ1165'RAILROAD GRADE, AND 205 FEET EAST OF ROAD LEADING NORTH FROM CAMP.
 RJ1165'MARKED BY DOUBLE CONCRETE
 RJ1165'MONUMENT MARKED U. S. L. S. 1921.  UPPER
 RJ1165'MONUMENT PROJECTS 3 INCHES ABOVE GROUND.
 RJ1165
 RJ1165                          STATION RECOVERY (1949)
 RJ1165
 RJ1165'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1165'STATION RECOVERED IN GOOD CONDITION.  LOCATED 13 MI. N OF NEWBERRY,
 RJ1165'30 FT.  N OF THE ROAD TO
 RJ1165'THE FIRE TOWER, AND ON THE FIRST RIDGE ALONG THE
 RJ1165'ROAD.  MARKED BY A 12-IN. CONCRETE
 RJ1165'POST WITH A 3/4-IN. CARRIAGE
 RJ1165'BOLT ON TOP, 3 IN. ABOVE GROUND, AND MARKED USLS
 RJ1165'1921.
 RJ1165'
 RJ1165'REFERENCE MONUMENTS ARE 6-IN. CONCRETE POSTS 4 AND 4-1/2 FT. LONG.
 RJ1165'
 RJ1165'REFERENCE MONUMENT 1 IS JUST S OF THE PATH ALONG THE RIDGE,
 RJ1165'BEARS N 12 DEG 37
 RJ1165'MIN E, 65.67 FT. FROM THE STATION.
 RJ1165'
 RJ1165'REFERENCE MONUMENT 1 IS JUST S OF THE PATH ALONG THE RIDGE,
 RJ1165'REFERENCE MONUMENT
 RJ1165'2 IS AT THE EDGE OF THE TREES ON THE E
 RJ1165'SIDE OF THE ROAD ON A CURVE NEAR THE
 RJ1165'TOP OF THE RIDGE, BEARS S
 RJ1165'72 DEG 38 MIN E, 92.58 FT. FROM THE STATION.
 RJ1165'
 RJ1165'TO REACH THE STATION FROM THE D.S.S. AND A. CROSSING AT NEWBERRY,
 RJ1165'GO 4.4 MI ON M-48
 RJ1165'TO FOUR MILE CORNER, TAKE COUNTY ROAD 443 FOR
 RJ1165'8.6 MI. N TO A DIRT ROAD, TURN RIGHT FOR 0.9 MILE TO A FORK, BEAR LEFT
 RJ1165'FOR 0.65 MILE TO A FORK, BEAR RIGHT FOR 0.45 MILE TO FORDNEY
 RJ1165'CAMP, TURN LEFT ON A ROAD TO A FIRE TOWER FOR 0.4 MI.
 RJ1165'TO REFERENCE
 RJ1165'MONUMENT 2.  FORDNEY FIRE TOWER BEARS NW 0.6 MI.
 RJ1165
 RJ1165                          STATION RECOVERY (1961)
 RJ1165
 RJ1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 RJ1165'THIS STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED, AND
 RJ1165'BOTH WERE FOUND TO
 RJ1165'BE IN GOOD CONDITION.
 RJ1165
 RJ1165                          STATION RECOVERY (1965)
 RJ1165
 RJ1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1165'THE STATION AND REFERENCE MARKS, 1 AND 2 WERE RECOVERED AND FOUND
 RJ1165'IN GOOD CONDITION.
 RJ1165'THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE
 RJ1165'DISTANCE TO REFERENCE MARK 1 WAS
 RJ1165'FOUND TO BE .09 OF A FOOT LONGER THAN
 RJ1165'THE PREVIOUS MEASUREMENT.
 RJ1165'
 RJ1165'A NEW DESCRIPTION FOLLOWS-
 RJ1165'
 RJ1165'STATION IS ABOUT 12 MILES NORTH-NORTHEAST OF NEWBERRY, IN A HEAVILY
 RJ1165'WOODED AREA AND ON
 RJ1165'PROPERTY OF THE MICHIGAN POLE AND TIE COMPANY.
 RJ1165'
 RJ1165'TO REACH FROM THE RAILROAD CROSSING JUST WEST OF THE DEPOT IN
 RJ1165'NEWBERRY, GO NORTH
 RJ1165'ON STATE HIGHWAY 123 FOR 4.3 MILES TO A PAVED SIDE ROAD
 RJ1165'LEFT.  CONTINUE NORTHEAST ON HIGHWAY
 RJ1165'123 FOR 8.5 MILES TO A SIDE ROAD
 RJ1165'RIGHT (FORDNEY TOWER ROAD).  TURN RIGHT AND GO EAST ON
 RJ1165'A SAND ROAD FOR 0.9
 RJ1165'MILE TO A FORK.  TAKE THE LEFT FORK AND GO NORTHEAST ON A TRACK
 RJ1165'ROAD FOR 1.1 MILES TO
 RJ1165'A FORK JUST BEFORE REACHING A LOG CABIN.  TAKE
 RJ1165'THE LEFT FORK AND GO NORTHEAST ABOUT 125
 RJ1165'FEET TO A FORK.  TAKE THE LEFT
 RJ1165'FORK AND GO NORTHERLY ON A TRACK ROAD FOR 0.35 MILE TO THE
 RJ1165'STATION ON THE
 RJ1165'LEFT.
 RJ1165'
 RJ1165'STATION MARK IS A CARRIAGE BOLT WITH A PUNCH HOLE IN THE CENTER
 RJ1165'SET IN THE TOP OF
 RJ1165'A ROUND CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 RJ1165'THE LEGEND USLS 1921 IS INSCRIBED ON
 RJ1165'THE TOP OF THE MONUMENT.  IT IS 1
 RJ1165'FOOT EAST OF A METAL WITNESS POST, 15 FEET EAST OF A 10
 RJ1165'INCH MAPLE TREE WITH
 RJ1165'A TRIANGULAR BLAZE ON ITS EAST SIDE, 40 FEET SOUTHWEST OF A 12
 RJ1165'INCH BEECH TREE AND 79
 RJ1165'FEET NORTHWEST OF THE CENTER OF A TRACK ROAD.
 RJ1165'THE UNDERGROUND MARK WAS NOT INSPECTED.
 RJ1165'
 RJ1165'REFERENCE MARK NO. 1, A U.S. ARMY CORPS OF ENGINEERS REFERENCE
 RJ1165'MARK DISK STAMPED
 RJ1165'FORDNEY NO 11921 65.67 (FEET), IS SET IN A ROUND
 RJ1165'CONCRETE MONUMENT 6 INCHES IN
 RJ1165'DIAMETER WHICH PROJECTS 4 INCHES.  IT IS
 RJ1165'24 FEET WEST OF AN 18 INCH BEECH TREE, 30 FEET
 RJ1165'NORTH OF A 12 INCH
 RJ1165'BEECH TREE AND 13.5 FEET SOUTHEAST OF A 12 INCH BEECH TREE.
 RJ1165'
 RJ1165'REFERENCE MARK NO. 2, U.S. ARMY CORPS OF ENGINEERS REFERENCE MARK
 RJ1165'DISK STAMPED
 RJ1165'FORDNEY NO 2 1921 92.58 (FEET), IS SET IN A ROUND CONCRETE
 RJ1165'MONUMENT 6 INCHES IN DIAMETER
 RJ1165'WHICH PROJECTS 10 INCHES.  IT IS 1
 RJ1165'FOOT SOUTH OF A METAL WITNESS POST, 11 FEET WEST
 RJ1165'OF 10 INCH BEECH
 RJ1165'TREE WITH A TRIANGULAR BLAZE AND 13 FEET EAST OF THE CENTER OF THE
 RJ1165'TRACK ROAD.
 RJ1165'
 RJ1165'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1165'
 RJ1165'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0666 ***********************************************************************
 RK0666  DESIGNATION -  FOREST LAKE
 RK0666  PID         -  RK0666
 RK0666  STATE/COUNTY-  MI/ALGER
 RK0666  USGS QUAD   -  FOREST LAKE (1985)
 RK0666
 RK0666                         *CURRENT SURVEY CONTROL
 RK0666  ___________________________________________________________________
 RK0666* NAD 83(1994)-  46 19 16.34073(N)    086 50 35.48838(W)     ADJUSTED  
 RK0666* NAVD 88     -       314.5    (meters)    1032.     (feet)  VERTCON   
 RK0666  ___________________________________________________________________
 RK0666  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 RK0666  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 RK0666
 RK0666  HORZ ORDER  -  FIRST
 RK0666
 RK0666.The horizontal coordinates were established by classical geodetic methods
 RK0666.and adjusted by the National Geodetic Survey in February 1997..
 RK0666
 RK0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0666
 RK0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0666
 RK0666.The geoid height was determined by GEOID03.
 RK0666
 RK0666;                    North         East     Units Scale Factor Converg.
 RK0666;SPC MI N     -   170,937.356 8,012,075.267   MT  0.99990303   +0 06 48.0
 RK0666;SPC MI N     -   560,818.10 26,286,336.18   iFT  0.99990303   +0 06 48.0
 RK0666;UTM  16      - 5,129,748.609   512,071.615   MT  0.99960179   +0 06 48.3
 RK0666
 RK0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0666!SPC MI N     -   0.99995618  x   0.99990303  =   0.99985922
 RK0666!UTM  16      -   0.99995618  x   0.99960179  =   0.99955799
 RK0666
 RK0666|---------------------------------------------------------------------|
 RK0666| PID    Reference Object                     Distance      Geod. Az  |
 RK0666|                                                           dddmmss.s |
 RK0666| RK0667 TT 7 T USGS 1955                     19.929 METERS 02430     |
 RK0666| RK0639 WETMORE LOOKOUT TOWER               APPROX.18.1 KM 0741915.1 |
 RK0666| CH1150 FOREST LAKE RM 1                     19.040 METERS 24139     |
 RK0666| RK0498 RUMELY                              APPROX.16.4 KM 2792404.0 |
 RK0666| RK0670 CHATHAM MUN TANK                    APPROX. 6.9 KM 2913322.2 |
 RK0666| RK0673 JOHNSON LOOKOUT TOWER               APPROX.15.0 KM 3213008.6 |
 RK0666| CH1149 FOREST LAKE AZ MK                                  3300207.4 |
 RK0666|---------------------------------------------------------------------|
 RK0666
 RK0666                          SUPERSEDED SURVEY CONTROL
 RK0666
 RK0666  NAD 83(1986)-  46 19 16.33573(N)    086 50 35.48610(W) AD(       ) 1
 RK0666  NAD 27      -  46 19 16.52400(N)    086 50 34.93700(W) AD(       ) 1
 RK0666  NGVD 29 (07/19/86)  314.5    (m)         1032.     (f) VERT ANG       
 RK0666
 RK0666.Superseded values are not recommended for survey control.
 RK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0666.See file dsdata.txt to determine how the superseded data were derived.
 RK0666
 RK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES1207229749(NAD 83)
 RK0666_MARKER: DS = TRIANGULATION STATION DISK
 RK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0666
 RK0666  HISTORY     - Date     Condition        Report By
 RK0666  HISTORY     - 1955     MONUMENTED       CGS
 RK0666  HISTORY     - 1975     GOOD             NGS
 RK0666
 RK0666                          STATION DESCRIPTION
 RK0666
 RK0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0666'THE STATION IS LOCATED IN SECTION 5, T45N., R.20W., ABOUT 4 MILES
 RK0666'SOUTHEAST OF CHATHAM, 1 MILES SOUTH OF FOREST LAKE ON A WOODED HILL
 RK0666'NEAR THE FOREST LAKE LOOKOUT TOWER.
 RK0666'
 RK0666'TO REACH THE STATION FROM CHATHAM, GO SOUTH ON STATE HIGHWAY 94 AND
 RK0666'67 FOR 0.9 MILE TO WHERE STATE HIGHWAY 94 TURNS LEFT AND STATE
 RK0666'HIGHWAY 67 CONTINUES STRAIGHT AHEAD.  TURN LEFT, GO EAST ON STATE
 RK0666'HIGHWAY 94 FOR 3.5 MILES TO THE AZIMUTH MARK ON THE RIGHT JUST WEST
 RK0666'OF A DAM.  CONTINUE EAST 0.5 MILE TO THE SETTLEMENT OF FOREST
 RK0666'LAKE.  CONTINUE EAST 0.3 MILE TO A ROAD RIGHT AT SIGN FOREST LAKE
 RK0666'LOOKOUT TOWER 2.  TURN RIGHT, GO SOUTHERLY 1.5 MILES TO A ROAD
 RK0666'RIGHT.  TURN RIGHT, GO NORTHWESTERLY 0.55 MILE TO LOOKOUT TOWER
 RK0666'AND STATION.
 RK0666'
 RK0666'THE STATION MARK, A STANDARD DISK STAMPED FOREST LAKE 1955 IS SET IN
 RK0666'A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, IS 65.36 FEET SOUTHWEST
 RK0666'OF THE CENTER OF THE LOOKOUT TOWER AND 4 FEET NORTHWEST OF A WHITE
 RK0666'WITNESS POST.
 RK0666'
 RK0666'A U.S. GEOLOGICAL SURVEY BENCH MARK STAMPED TT 7 T 1954 WAS USED AS
 RK0666'REFERENCE MARK 1.  IT IS SET IN A CONCRETE MONUMENT WHICH IS LEVEL
 RK0666'WITH THE GROUND SURFACE IN THE CENTER OF THE LOOKOUT TOWER.
 RK0666'
 RK0666'REFERENCE MARK 2, A STANDARD DISK STAMPED FOREST LAKE NO 2 1955 IS
 RK0666'SET IN A CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS ABOUT 3
 RK0666'FEET LOWER THAN THE STATION MARK.
 RK0666'
 RK0666'THE AZIMUTH MARK, A STANDARD DISK STAMPED FOREST LAKE 1955 IS SET IN
 RK0666'A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES, IS ABOUT 100 YARDS WEST
 RK0666'OF A DAM, 75 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 94, 12
 RK0666'FEET SOUTHEAST OF A POWER LINE POLE AND 20 INCHES SOUTH OF A WIRE
 RK0666'FENCE.  THIS MARK IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 RK0666'
 RK0666'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RK0666
 RK0666                          STATION RECOVERY (1975)
 RK0666
 RK0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0666'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES AND BRUSH ON LINE.
 RK0666'
 RK0666'THE STATION MARK, REFERENCE MARK 1, AZIMUTH MARK AND THE USGS
 RK0666'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 RK0666'DIRECTIONS AND THE DISTANCE TO THE MARKS CHECKED THE 1955
 RK0666'OBSERVATIONS ADEQUATELY.  DUE TO TREES AND HEAVY BRUSH AT THE
 RK0666'AZIMUTH MARK NO OBSERVATIONS WERE MADE AT THIS DATE.  A NEW
 RK0666'DESCRIPTION FOLLOWS.
 RK0666'
 RK0666'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF CHATHAM,
 RK0666'1 MILE SOUTH OF FOREST LAKE AND ON LAND OWNED BY THE
 RK0666'U.S. FOREST SERVICE, MR. ROBERT MILEY, DISTRICT RANGER,
 RK0666'MUNISING RANGER STATION, MUNISING, MICHIGAN.
 RK0666'
 RK0666'TO REACH THE STATION FROM THE POST OFFICE IN FOREST LAKE, GO EAST
 RK0666'ON STATE HIGHWAY 94 FOR 0.4 MILE TO FOREST ROAD 2272 ON THE
 RK0666'RIGHT.  TURN RIGHT AND GO SOUTH ON FOREST ROAD 2272 FOR 1.5 MILES
 RK0666'TO WHERE FOREST ROAD 2272 GO RIGHT, TURN RIGHT AND GO WESTERLY ON
 RK0666'FOREST ROAD 2272 FOR 0.45 MILE TO A DIM TRACK ROAD LEFT (0.05
 RK0666'MILE BEFORE TURN AROUND AND END OF FOREST ROAD 2272).  TURN LEFT
 RK0666'AND GO 0.05 MILE TO THE STATION.
 RK0666'
 RK0666'STATION MARKS ARE STANDARD DISKS STAMPED FOREST LAKE
 RK0666'1955.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 RK0666'SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 RK0666'GROUND SURFACE.  IT IS 66 FEET SOUTH OF THE CENTER OF A
 RK0666'CLEARED KNOLL AND 60 FEET SOUTH OF THE SOUTH CORNER OF A
 RK0666'CONCRETE FOUNDATION FOR THE OLD LOOKOUT TOWER.  THE UNDERGROUND
 RK0666'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 RK0666'40 INCHES BELOW THE GROUND SURFACE.
 RK0666'
 RK0666'REFERENCE MARK 1, A STANDARD DISK STAMPED FOREST LAKE
 RK0666'NO 1 1955, IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 RK0666'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT
 RK0666'IS IN THE CENTER OF WALKING TRAIL.
 RK0666'
 RK0666'USGS MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 RK0666'STAMPED TT 7 T 1954, IS SET IN THE TOP OF A 4-INCH SQUARE
 RK0666'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 RK0666'IS 7 FEET WEST-NORTHWEST OF A CONCRETE FOUNDATION AND IN
 RK0666'THE CENTER OF THE CLEARED KNOLL.
 RK0666'
 RK0666'AZIMUTH MARK, A STANDARD DISK STAMPED FOREST LAKE 1955,
 RK0666'IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 RK0666'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 75
 RK0666'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 94 AND 21
 RK0666'FEET WEST OF A YELLOW PIPE GATE.
 RK0666'
 RK0666'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN
 RK0666'FOREST LAKE, GO WEST ON STATE HIGHWAY 94 FOR 0.2 MILE
 RK0666'TO SPILLWAY, CONTINUE WEST FOR 0.1 MILE TO THE MARK ON THE LEFT.
 RK0666'
 RK0666'HEIGHT OF LIGHT ABOVE STATION MARK 85.5 FEET.
 RK0666'
 RK0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RK0666'1 MILE SOUTH OF FOREST LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0523 ***********************************************************************
 RK0523  DESIGNATION -  FORSYTH BELL TEL CO MICROWAVE
 RK0523  PID         -  RK0523
 RK0523  STATE/COUNTY-  MI/MARQUETTE
 RK0523  USGS QUAD   -  LITTLE LAKE (1985)
 RK0523
 RK0523                         *CURRENT SURVEY CONTROL
 RK0523  ___________________________________________________________________
 RK0523* NAD 83(1994)-  46 18 26.12061(N)    087 18 34.32041(W)     ADJUSTED  
 RK0523* NAVD 88     -                                                        
 RK0523  ___________________________________________________________________
 RK0523  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 RK0523  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 RK0523
 RK0523  HORZ ORDER  -  THIRD
 RK0523
 RK0523.The horizontal coordinates were established by classical geodetic methods
 RK0523.and adjusted by the National Geodetic Survey in February 1997..
 RK0523
 RK0523
 RK0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0523
 RK0523.The geoid height was determined by GEOID03.
 RK0523
 RK0523;                    North         East     Units Scale Factor Converg.
 RK0523;SPC MI N     -   169,421.462 7,976,157.959   MT  0.99990291   -0 13 25.4
 RK0523;SPC MI N     -   555,844.69 26,168,497.24   iFT  0.99990291   -0 13 25.4
 RK0523;UTM  16      - 5,128,233.184   476,165.127   MT  0.99960698   -0 13 25.7
 RK0523
 RK0523                          SUPERSEDED SURVEY CONTROL
 RK0523
 RK0523  NAD 83(1986)-  46 18 26.11528(N)    087 18 34.31719(W) AD(       ) 4
 RK0523  NAD 27      -  46 18 26.31500(N)    087 18 33.81200(W) AD(       ) 3
 RK0523
 RK0523.Superseded values are not recommended for survey control.
 RK0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0523.See file dsdata.txt to determine how the superseded data were derived.
 RK0523
 RK0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7616528233(NAD 83)
 RK0523_MARKER: 45 = MICROWAVE TOWER
 RK0523
 RK0523  HISTORY     - Date     Condition        Report By
 RK0523  HISTORY     - 1961     FIRST OBSERVED   CGS
 RK0523  HISTORY     - 20011014 GOOD             USPSQD
 RK0523  HISTORY     - 20031010 GOOD             USPSQD
 RK0523
 RK0523                          STATION DESCRIPTION
 RK0523
 RK0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0523'STATION IS LOCATED ABOUT 1-1/2 MILE NORTHEAST OF THE VILLAGE OF
 RK0523'FORSYTH.  THE STEEL STRUCTURE HAS 4 LEGS, APPROXIMATELY 375 FEET
 RK0523'HIGH AND PAINTED ALTERNATE ORANGE AND WHITE.
 RK0523'
 RK0523'THE POINT INTERSECTED WAS THE TOP AND CENTER OF TOWER.
 RK0523'
 RK0523'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 35 AND COUNTY ROUTE 456
 RK0523'IN FORSYTH, GO NORTHEASTERLY ON ROUTE 456 FOR 1.9 MILES TO A SIDE
 RK0523'ROAD LEFT, TURN LEFT ON GRAVELED ROAD FOR 0.7 MILE TO THE STATION
 RK0523'ON THE LEFT.
 RK0523
 RK0523                          STATION RECOVERY (2001)
 RK0523
 RK0523'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0523'RECOVERED IN GOOD CONDITION.
 RK0523
 RK0523                          STATION RECOVERY (2003)
 RK0523
 RK0523'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1022 ***********************************************************************
 RJ1022  DESIGNATION -  FORT  BRADY CHAPEL SPIRE
 RJ1022  PID         -  RJ1022
 RJ1022  STATE/COUNTY-  MI/CHIPPEWA
 RJ1022  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1022
 RJ1022                         *CURRENT SURVEY CONTROL
 RJ1022  ___________________________________________________________________
 RJ1022* NAD 83(1994)-  46 29 29.05619(N)    084 21 33.35640(W)     ADJUSTED  
 RJ1022* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 RJ1022  ___________________________________________________________________
 RJ1022  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 RJ1022  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ1022
 RJ1022  HORZ ORDER  -  THIRD
 RJ1022
 RJ1022.The horizontal coordinates were established by classical geodetic methods
 RJ1022.and adjusted by the National Geodetic Survey in February 1997..
 RJ1022
 RJ1022.The orthometric height was scaled from a topographic map.
 RJ1022
 RJ1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1022
 RJ1022.The geoid height was determined by GEOID03.
 RJ1022
 RJ1022;                    North         East     Units Scale Factor Converg.
 RJ1022;SPC MI N     -   193,219.138 8,202,685.673   MT  0.99990929   +1 54 31.3
 RJ1022;SPC MI N     -   633,921.06 26,911,698.40   iFT  0.99990929   +1 54 31.3
 RJ1022;SPC MI C     -   352,822.585 6,000,568.369   MT  1.00027994   +0 00 18.8
 RJ1022;SPC MI C     - 1,157,554.41 19,686,904.10   iFT  1.00027994   +0 00 18.8
 RJ1022;UTM  16      - 5,152,036.578   702,656.812   MT  1.00010485   +1 54 57.2
 RJ1022
 RJ1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1022!SPC MI N     -   0.99997187  x   0.99990929  =   0.99988117
 RJ1022!SPC MI C     -   0.99997187  x   1.00027994  =   1.00025181
 RJ1022!UTM  16      -   0.99997187  x   1.00010485  =   1.00007672
 RJ1022
 RJ1022                          SUPERSEDED SURVEY CONTROL
 RJ1022
 RJ1022  NAD 83(1986)-  46 29 29.03876(N)    084 21 33.36745(W) AD(       ) 4
 RJ1022  NAD 27      -  46 29 28.96000(N)    084 21 33.22000(W) AD(       ) 3
 RJ1022
 RJ1022.Superseded values are not recommended for survey control.
 RJ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1022.See file dsdata.txt to determine how the superseded data were derived.
 RJ1022
 RJ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0265752037(NAD 83)
 RJ1022_MARKER: 90 = CHURCH SPIRE
 RJ1022
 RJ1022  HISTORY     - Date     Condition        Report By
 RJ1022  HISTORY     - 1943     FIRST OBSERVED   IBC
 RJ1022  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ1022  HISTORY     - 1968     GOOD             USE
 RJ1022  HISTORY     - 20050727 MARK NOT FOUND   NGS
 RJ1022
 RJ1022                          STATION DESCRIPTION
 RJ1022
 RJ1022'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1022'THE SPIRE OF THE CHAPEL ON FORT BRADY, SAULT STE MARIE, MICHIGAN.
 RJ1022
 RJ1022                          STATION RECOVERY (1958)
 RJ1022
 RJ1022'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ1022'STATION IS LOST.
 RJ1022
 RJ1022                          STATION RECOVERY (1968)
 RJ1022
 RJ1022'RECOVERY NOTE BY US ENGINEERS 1968
 RJ1022'RECOVERED IN GOOD CONDITION.
 RJ1022
 RJ1022                          STATION RECOVERY (2005)
 RJ1022
 RJ1022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 RJ1022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5360 ***********************************************************************
 DF5360  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5360  DESIGNATION -  FORT GRATIOT CORS ARP
 DF5360  CORS_ID     -  FRTG
 DF5360  PID         -  DF5360
 DF5360  STATE/COUNTY-  MI/ST CLAIR
 DF5360  USGS QUAD   -  LAKEPORT (1976)
 DF5360
 DF5360                         *CURRENT SURVEY CONTROL
 DF5360  ___________________________________________________________________
 DF5360* NAD 83(CORS)-  43 02 15.21948(N)    082 29 17.37238(W)     ADJUSTED  
 DF5360* NAVD 88     -                                                        
 DF5360  ___________________________________________________________________
 DF5360  EPOCH DATE  -        2002.00
 DF5360  X           -     610,412.421 (meters)                     COMP
 DF5360  Y           -  -4,629,149.792 (meters)                     COMP
 DF5360  Z           -   4,330,660.151 (meters)                     COMP
 DF5360  ELLIP HEIGHT-         157.60  (meters)          (05/??/03) GPS OBS
 DF5360  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DF5360
 DF5360  HORZ ORDER  -  SPECIAL (CORS)
 DF5360  ELLP ORDER  -  SPECIAL (CORS)
 DF5360
 DF5360.ITRF positions are available for this station.
 DF5360.The coordinates were established by GPS observations
 DF5360.and adjusted by the National Geodetic Survey in May 2003..
 DF5360.The coordinates are valid at the epoch date displayed above.
 DF5360.The epoch date for horizontal control is a decimal equivalence
 DF5360.of Year/Month/Day.
 DF5360
 DF5360
 DF5360.The PID for the CORS L1 Phase Center is DG4073.
 DF5360
 DF5360.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5360
 DF5360.The ellipsoidal height was determined by GPS observations
 DF5360.and is referenced to NAD 83.
 DF5360
 DF5360.The geoid height was determined by GEOID03.
 DF5360
 DF5360;                    North         East     Units Scale Factor Converg.
 DF5360;SPC MI S     -   172,496.499 4,153,055.583   MT  0.99991041   +1 16 42.2
 DF5360;SPC MI S     -   565,933.40 13,625,510.44   iFT  0.99991041   +1 16 42.2
 DF5360
 DF5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5360!SPC MI S     -   0.99997529  x   0.99991041  =   0.99988570
 DF5360
 DF5360                          SUPERSEDED SURVEY CONTROL
 DF5360
 DF5360.No superseded survey control is available for this station.
 DF5360
 DF5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7877666060(NAD 83)
 DF5360_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5360
 DF5360                          STATION DESCRIPTION
 DF5360
 DF5360'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5360'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5360'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5360'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5360'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5360'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4073 ***********************************************************************
 DG4073  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4073  DESIGNATION -  FORT GRATIOT CORS L1 PHASE CENTER
 DG4073  CORS_ID     -  FRTG
 DG4073  PID         -  DG4073
 DG4073  STATE/COUNTY-  MI/ST CLAIR
 DG4073  USGS QUAD   -  LAKEPORT (1976)
 DG4073
 DG4073                         *CURRENT SURVEY CONTROL
 DG4073  ___________________________________________________________________
 DG4073* NAD 83(CORS)-  43 02 15.21956(N)    082 29 17.37232(W)     ADJUSTED  
 DG4073* NAVD 88     -                                                        
 DG4073  ___________________________________________________________________
 DG4073  EPOCH DATE  -        2002.00
 DG4073  X           -     610,412.433 (meters)                     COMP
 DG4073  Y           -  -4,629,149.870 (meters)                     COMP
 DG4073  Z           -   4,330,660.228 (meters)                     COMP
 DG4073  ELLIP HEIGHT-         157.71  (meters)          (05/??/03) GPS OBS
 DG4073  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 DG4073
 DG4073  HORZ ORDER  -  SPECIAL (CORS)
 DG4073  ELLP ORDER  -  SPECIAL (CORS)
 DG4073
 DG4073.ITRF positions are available for this station.
 DG4073.The coordinates were established by GPS observations
 DG4073.and adjusted by the National Geodetic Survey in May 2003..
 DG4073.The coordinates are valid at the epoch date displayed above.
 DG4073.The epoch date for horizontal control is a decimal equivalence
 DG4073.of Year/Month/Day.
 DG4073
 DG4073
 DG4073.The PID for the CORS ARP is DF5360.
 DG4073
 DG4073.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4073
 DG4073.The ellipsoidal height was determined by GPS observations
 DG4073.and is referenced to NAD 83.
 DG4073
 DG4073.The geoid height was determined by GEOID03.
 DG4073
 DG4073;                    North         East     Units Scale Factor Converg.
 DG4073;SPC MI S     -   172,496.501 4,153,055.585   MT  0.99991041   +1 16 42.2
 DG4073;SPC MI S     -   565,933.40 13,625,510.45   iFT  0.99991041   +1 16 42.2
 DG4073
 DG4073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4073!SPC MI S     -   0.99997527  x   0.99991041  =   0.99988568
 DG4073
 DG4073                          SUPERSEDED SURVEY CONTROL
 DG4073
 DG4073.No superseded survey control is available for this station.
 DG4073
 DG4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7877666060(NAD 83)
 DG4073_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4073
 DG4073                          STATION DESCRIPTION
 DG4073
 DG4073'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4073'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4073'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4073'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4073'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4073'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4790 ***********************************************************************
 AE4790  DESIGNATION -  FORT GRATIOT LH
 AE4790  PID         -  AE4790
 AE4790  STATE/COUNTY-  MI/ST CLAIR
 AE4790  USGS QUAD   -  LAKEPORT (1976)
 AE4790
 AE4790                         *CURRENT SURVEY CONTROL
 AE4790  ___________________________________________________________________
 AE4790* NAD 83(1994)-  43 00 22.74172(N)    082 25 20.77890(W)     ADJUSTED  
 AE4790* NAVD 88     -       532.     (meters)    1745.     (feet)  SCALED    
 AE4790  ___________________________________________________________________
 AE4790  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AE4790  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 AE4790
 AE4790  HORZ ORDER  -  THIRD
 AE4790
 AE4790.The horizontal coordinates were established by classical geodetic methods
 AE4790.and adjusted by the National Geodetic Survey in February 1997..
 AE4790.No horizontal observational check was made to the station.
 AE4790
 AE4790.The orthometric height was scaled from a topographic map.
 AE4790
 AE4790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4790
 AE4790.The geoid height was determined by GEOID03.
 AE4790
 AE4790;                    North         East     Units Scale Factor Converg.
 AE4790;SPC MI S     -   169,148.326 4,158,489.503   MT  0.99990911   +1 19 23.2
 AE4790;SPC MI S     -   554,948.58 13,643,338.26   iFT  0.99990911   +1 19 23.2
 AE4790;UTM  17      - 4,762,497.954   384,070.404   MT  0.99976533   -0 58 13.2
 AE4790
 AE4790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4790!SPC MI S     -   0.99992206  x   0.99990911  =   0.99983118
 AE4790!UTM  17      -   0.99992206  x   0.99976533  =   0.99968741
 AE4790
 AE4790                          SUPERSEDED SURVEY CONTROL
 AE4790
 AE4790  NAD 83(1986)-  43 00 22.73098(N)    082 25 20.81033(W) AD(       ) 4
 AE4790  NAD 27      -  43 00 22.62519(N)    082 25 21.17050(W) AD(       ) 3
 AE4790
 AE4790.Superseded values are not recommended for survey control.
 AE4790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4790.See file dsdata.txt to determine how the superseded data were derived.
 AE4790
 AE4790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8407062498(NAD 83)
 AE4790_MARKER: 13 = LIGHTHOUSE
 AE4790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4790+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 AE4790
 AE4790  HISTORY     - Date     Condition        Report By
 AE4790  HISTORY     - 1877     FIRST OBSERVED   USLS
 AE4790  HISTORY     - 1909     GOOD             CGS
 AE4790  HISTORY     - 19990703 GOOD             USPSQD
 AE4790  HISTORY     - 20020505 GOOD             USPSQD
 AE4790
 AE4790                          STATION DESCRIPTION
 AE4790
 AE4790'DESCRIBED BY COAST AND GEODETIC SURVEY 1909
 AE4790'AT PORT HURON.
 AE4790'FORT GRATIOT LIGHTHOUSE IS AT FORT HURON, ST. CLAIR COUNTY,
 AE4790'MICHIGAN, AT FORT GRATIOT LIGHTHOUSE.
 AE4790
 AE4790                          STATION RECOVERY (1999)
 AE4790
 AE4790'RECOVERY NOTE BY US POWER SQUADRON 1999
 AE4790'RECOVERED IN GOOD CONDITION.
 AE4790
 AE4790                          STATION RECOVERY (2002)
 AE4790
 AE4790'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 AE4790'MARK IS THE LIGHT HOUSE ITSELF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0048 ***********************************************************************
 RH0048  DESIGNATION -  FORT ST JOE USLS 1894
 RH0048  PID         -  RH0048
 RH0048  STATE/COUNTY-  MI/CHIPPEWA
 RH0048  USGS QUAD   -  LIME ISLAND (1994)
 RH0048
 RH0048                         *CURRENT SURVEY CONTROL
 RH0048  ___________________________________________________________________
 RH0048* NAD 83(1994)-  46 03 47.54915(N)    083 56 47.96361(W)     ADJUSTED  
 RH0048* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RH0048  ___________________________________________________________________
 RH0048  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 RH0048  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 RH0048
 RH0048  HORZ ORDER  -  FIRST
 RH0048
 RH0048.The horizontal coordinates were established by classical geodetic methods
 RH0048.and adjusted by the National Geodetic Survey in February 1997..
 RH0048
 RH0048.The orthometric height was scaled from a topographic map.
 RH0048
 RH0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0048
 RH0048.The geoid height was determined by GEOID03.
 RH0048
 RH0048;                    North         East     Units Scale Factor Converg.
 RH0048;SPC MI N     -   146,799.421 8,236,172.989   MT  0.99991031   +2 12 24.9
 RH0048;SPC MI N     -   481,625.40 27,021,564.92   iFT  0.99991031   +2 12 24.9
 RH0048;UTM  17      - 5,105,292.323   272,097.126   MT  1.00023855   -2 07 22.1
 RH0048;UTM  16      - 5,105,603.717   736,154.065   MT  1.00028563   +2 11 59.1
 RH0048
 RH0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0048!SPC MI N     -   0.99997816  x   0.99991031  =   0.99988848
 RH0048!UTM  17      -   0.99997816  x   1.00023855  =   1.00021671
 RH0048!UTM  16      -   0.99997816  x   1.00028563  =   1.00026379
 RH0048
 RH0048:                Primary Azimuth Mark                     Grid Az
 RH0048:SPC MI N     -  PIRATE IBC 1944                          085 10 08.6
 RH0048:UTM  17      -  PIRATE IBC 1944                          089 29 55.6
 RH0048:UTM  16      -  PIRATE IBC 1944                          085 10 34.4
 RH0048
 RH0048|---------------------------------------------------------------------|
 RH0048| PID    Reference Object                     Distance      Geod. Az  |
 RH0048|                                                           dddmmss.s |
 RH0048| RH0046 PIRATE IBC 1944                     APPROX. 3.1 KM 0872233.5 |
 RH0048|---------------------------------------------------------------------|
 RH0048
 RH0048                          SUPERSEDED SURVEY CONTROL
 RH0048
 RH0048  NAD 83(1986)-  46 03 47.53776(N)    083 56 47.95972(W) AD(       ) 1
 RH0048
 RH0048.Superseded values are not recommended for survey control.
 RH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0048.See file dsdata.txt to determine how the superseded data were derived.
 RH0048
 RH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM7209705292(NAD 83)
 RH0048_MARKER: H = DRILL HOLE
 RH0048_SETTING: 0 = UNSPECIFIED SETTING
 RH0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0048
 RH0048  HISTORY     - Date     Condition        Report By
 RH0048  HISTORY     - 1894     MONUMENTED       USLS
 RH0048  HISTORY     - 1958     GOOD             IBC
 RH0048
 RH0048                          STATION DESCRIPTION
 RH0048
 RH0048'DESCRIBED BY US LAKE SURVEY 1894
 RH0048'ON OLD FORT ST JOE POINT ON THE SW CORNER OF ST JOSEPH ISLAND, ABOUT
 RH0048'6 MILES N OF DETOUR, MICHIGAN.  THE WALLS OF THE OLD FORT ARE NOW
 RH0048'COVERED BY CEDARS.  THE STATION IS AT THE W END OF ONE OF THESE
 RH0048'WALLS, AT THE S CORNER OF THE W END OF THE CEDARS.
 RH0048'
 RH0048'STATION MARK IS A DRILL HOLE IN THE TOP OF A STONE POST SET ABOUT 1
 RH0048'FOOT UNDERGROUND.  THERE IS NO SURFACE MARK, BUT A 35-FOOT POLE IS
 RH0048'KEPT OVER THE STATION FOR LOCATING BUOYS IN THE CHANNEL.
 RH0048
 RH0048                          STATION RECOVERY (1958)
 RH0048
 RH0048'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RH0048'RECOVERED IN GOOD CONDITION.  FORT IS BEING MADE INTO A PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8055 ***********************************************************************
 AA8055  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8055  DESIGNATION -  FORT WAYNE A
 AA8055  PID         -  AA8055
 AA8055  STATE/COUNTY-  MI/WAYNE
 AA8055  USGS QUAD   -  DETROIT (1980)
 AA8055
 AA8055                         *CURRENT SURVEY CONTROL
 AA8055  ___________________________________________________________________
 AA8055* NAD 83(1994)-  42 17 50.30081(N)    083 05 39.66284(W)     ADJUSTED  
 AA8055* NAVD 88     -       176.848  (meters)     580.21   (feet)  ADJUSTED  
 AA8055  ___________________________________________________________________
 AA8055  X           -     568,102.274 (meters)                     COMP
 AA8055  Y           -  -4,690,666.429 (meters)                     COMP
 AA8055  Z           -   4,270,183.482 (meters)                     COMP
 AA8055  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 AA8055  ELLIP HEIGHT-         142.32  (meters)          (07/12/02) GPS OBS
 AA8055  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA8055  DYNAMIC HT  -         176.795 (meters)     580.03  (feet)  COMP
 AA8055  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 AA8055
 AA8055  HORZ ORDER  -  A
 AA8055  VERT ORDER  -  SECOND    CLASS I
 AA8055  ELLP ORDER  -  THIRD     CLASS II
 AA8055
 AA8055.This is a reference station for the DETROIT 1
 AA8055.National Continuously Operating Reference Station (DET1).
 AA8055
 AA8055.The horizontal coordinates were established by GPS observations
 AA8055.and adjusted by the National Geodetic Survey in September 1995..
 AA8055
 AA8055.The orthometric height was determined by differential leveling
 AA8055.and adjusted by the National Geodetic Survey in October 1996..
 AA8055
 AA8055.This Tidal Bench Mark is designated as VM 12956
 AA8055.by the Center for Operational Oceanographic Products and Services.
 AA8055
 AA8055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8055
 AA8055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8055
 AA8055.The ellipsoidal height was determined by GPS observations
 AA8055.and is referenced to NAD 83.
 AA8055
 AA8055.The geoid height was determined by GEOID03.
 AA8055
 AA8055.The dynamic height is computed by dividing the NAVD 88
 AA8055.geopotential number by the normal gravity value computed on the
 AA8055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8055.degrees latitude (g = 980.6199 gals.).
 AA8055
 AA8055.The modeled gravity was interpolated from observed gravity values.
 AA8055
 AA8055;                    North         East     Units Scale Factor Converg.
 AA8055;SPC MI S     -    89,355.989 4,104,911.956   MT  0.99995913   +0 51 57.1
 AA8055;SPC MI S     -   293,162.69 13,467,558.91   iFT  0.99995913   +0 51 57.1
 AA8055;UTM  17      - 4,684,910.575   327,356.879   MT  0.99996674   -1 24 35.3
 AA8055
 AA8055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8055!SPC MI S     -   0.99997768  x   0.99995913  =   0.99993681
 AA8055!UTM  17      -   0.99997768  x   0.99996674  =   0.99994442
 AA8055
 AA8055                          SUPERSEDED SURVEY CONTROL
 AA8055
 AA8055  ELLIP H (07/24/97)  142.31   (m)                       GP(       ) 2 1
 AA8055  ELLIP H (09/21/95)  142.35   (m)                       GP(       ) 2 1
 AA8055  NAVD 88 (12/09/96)  176.85   (m)          580.2    (f) LEVELING    3  
 AA8055
 AA8055.Superseded values are not recommended for survey control.
 AA8055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8055.See file dsdata.txt to determine how the superseded data were derived.
 AA8055
 AA8055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2735784911(NAD 83)
 AA8055_MARKER: I = METAL ROD
 AA8055_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8055_STAMPING: FORT WAYNE A 1994
 AA8055_MARK LOGO: NGS   
 AA8055_PROJECTION: FLUSH
 AA8055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8055_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA8055+STABILITY: POSITION/ELEVATION WELL
 AA8055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8055+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2001
 AA8055_ROD/PIPE-DEPTH: 3.7  meters
 AA8055_SLEEVE-DEPTH  : 1.2 meters
 AA8055
 AA8055  HISTORY     - Date     Condition        Report By
 AA8055  HISTORY     - 1994     MONUMENTED       NGS
 AA8055  HISTORY     - 19941108 GOOD             NOS
 AA8055  HISTORY     - 19951108 GOOD             NOS
 AA8055  HISTORY     - 19960531 GOOD             NGS
 AA8055  HISTORY     - 20010802 GOOD             INDIV
 AA8055
 AA8055                          STATION DESCRIPTION
 AA8055
 AA8055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8055'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) SOUTHWEST OF DOWNTOWN
 AA8055'DETROIT, 1.2 KM (0.75 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE
 AA8055'DETROIT RIVER AND RIVER ROUGE, ON THE WEST SHORE OF THE DETROIT RIVER,
 AA8055'AT HISTORIC FORT WAYNE, IN THE U.S. CORPS OF ENGINEERS SECURE AREA, IN
 AA8055'A GRASS STRIP BETWEEN A PAVED AREA AND THE RIVER, NEAR THE PROPOSED
 AA8055'SITE OF THE US COAST GUARD GPS ANTENNA.  OWNERSHIP--U.S. CORPS OF
 AA8055'ENGINEERS, DETROIT AREA OFFICE, P.O. BOX 09256, 6309 JEFFERSON WEST
 AA8055'AVENUE, BOATYARD SECTION, DETROIT MI 48209.  CONTACT SID COX, PHONE
 AA8055'313-226-6840 OR RICK ARPAN, PHONE 313-226-3822. AREA CLOSED AFTER
 AA8055'WORKING HOURS.  CALL IN ADVANCE FOR AFTERHOURS OBSERVING.
 AA8055' 
 AA8055'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND LIVERNOIS
 AA8055'AVENUE (EXIT 212), ABOUT 6.5 KM (4.05 MI) WEST OF DOWNTOWN DETROIT, GO
 AA8055'SOUTHEAST ON LIVERNOIS AVENUE FOR 3.8 KM (2.35 MI) TO THE OVERPASS AT
 AA8055'INTERSTATE HIGHWAY 75.  CONTINUE AHEAD ON LIVERNOIS AVENUE FOR 0.9 KM
 AA8055'(0.55 MI) TO A CROSSROAD (JEFFERSON WEST AVENUE) AND ENTRANCE TO
 AA8055'HISTORIC FORT WAYNE.  CONTINUE AHEAD ON PAVED ROAD, PASSING A GUARD
 AA8055'BOOTH, FOR 0.33 KM (0.20 MI) TO ROAD END AND CORPS OF ENGINEERS
 AA8055'ENTRANCE ON THE LEFT.  TURN LEFT, PASSING A GUARD BOOTH, FOR 0.06 KM
 AA8055'(0.05 MI) TO A GAP BETWEEN TWO GREEN BUILDINGS.  TURN RIGHT, BETWEEN
 AA8055'BUILDINGS T-16 AND T-15 FOR 0.12 KM (0.05 MI) TO THE FAR SIDE OF THE
 AA8055'OPEN AREA AND THE STATION NEAR A LARGE BRICK WAREHOUSE.
 AA8055' 
 AA8055'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8055'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 AA8055'IS 4.4 M (14.4 FT) SOUTHEAST OF THE PAVEMENT EDGE, 16.4 M (53.8 FT)
 AA8055'SOUTH OF THE SOUTH CORNER OF THE BRICK WAREHOUSE, 30.1 M (98.8 FT)
 AA8055'SOUTHEAST OF THE EAST CORNER OF SAME, 16.4 M (53.8 FT) NORTHWEST OF
 AA8055'THE RIVER EDGE, 8.2 M (26.9 FT) WEST OF THE MOST SOUTHWEST ONE OF NINE
 AA8055'LARGE SHIP TIE-UP PILLARS, AND 1.45 M (4.76 FT) NORTHEAST OF A
 AA8055'FIBERGLAS WITNESS POST AND FENCE POST.
 AA8055
 AA8055                          STATION RECOVERY (1994)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8055'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) SOUTHWEST OF DOWNTOWN
 AA8055'DETROIT, 1.2 KM (0.75 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE
 AA8055'DETROIT RIVER AND RIVER ROUGE, ON THE WEST SHORE OF THE DETORIT RIVER,
 AA8055'AT HISTORIC FORT WAYNE, IN THE US CORPS OF ENGINEERS SECURE AREA, IN A
 AA8055'GRASS STRIP BETWEEN A PAVED AREA AND THE RIVER, NEAR THE PROPOSED SITE
 AA8055'OF THE US COAST GUARD GPS ANTENNA.  OWNERSHIP--US CORPS OF ENGINEERS,
 AA8055'DETROIT AREA OFFICE, PO BOX 09256, 6309 JEFFERSON WEST AVENUE,
 AA8055'BOATYARD SECTION, DETROIT, MI 48209.  CONTACT SID COX, PHONE
 AA8055'313-226-6840 OR RICK ARPAN, PHONE 313-226-3822.  AREA CLOSED AFTER
 AA8055'WORKING HOURS.  CALL IN ADVANCE FOR AFTERHOURS OBSERVING. TO REACH
 AA8055'FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND LIVERNOIS AVENUE (EXIT
 AA8055'212) , ABOUT 6.5 KM (4.05 MI) WEST OF DOWNTOWN DETROIT, GO SOUTHEAST
 AA8055'ON LIVERNOIS AVENUE FOR 3.8 KM (2.35 MI) TO THE OVERPASS AT INTERSTATE
 AA8055'HIGHWAY 75.  CONTINUE AHEAD ON LIVERNOIS AVENUE FOR 0.9 KM (0.55 MI)
 AA8055'TO A CROSSROAD (JEFFERSON WEST AVENUE) AND ENTRANCE TO HISTORIC FORT
 AA8055'WASHINGTON.  CONTINUE AHEAD ON PAVED ROAD, PASSING A GUARD BOOTH, FOR
 AA8055'0.33 KM (0.20 MI) TO ROAD END AND CORPS OF ENGINEERS ENTRANCE ON THE
 AA8055'LEFT.  TURN LEFT, PASSING A GUARD BOOTH, FOR 0.06 KM (0.05 MI) TO A
 AA8055'GAP BETWEEN TWO GREEN BUILDINGS.  TURN RIGHT, BETWEEN BUILDINGS T-16
 AA8055'AND T-15 FOR 0.12 KM (0.05 MI) TO THE FAR SIDE OF THE OPEN AREA AND
 AA8055'THE STATION NEAR A LARGE BRICK WAREHOUSE. STATION MARK IS A PUNCH HOLE
 AA8055'TOP CENTER ON A STEEL ROD ENCASED IN A PVC PIPE LOGO CAP SET IN A
 AA8055'CONCRETE POST 1 CM BELOW GROUND.  IT IS 4.4 M (14.4 FT) SOUTHEAST OF
 AA8055'THE PAVEMENT EDGE, 16.5 M (54.1 FT) SOUTH OF THE SOUTH CORNER OF THE
 AA8055'BRICK WAREHOUSE, 30.1 M (98.8 FT) SOUTHWEST OF THE NORTHEAST CORNER OF
 AA8055'SAME, 16.4 M (53.8 FT) NORTHWEST OF THE RIVER EDGE, 8.2 M (26.9 FT)
 AA8055'WEST OF THE MOST SOUTHWEST ONE OF NINE LARGE SHIP TIE-UP PILLARS, AND
 AA8055'1.45 M (4.76 FT) NORTHEAST OF A FIBERGLAS WITNESS POST AND FENCE POST.
 AA8055
 AA8055                          STATION RECOVERY (1995)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (1996)
 AA8055
 AA8055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8055'RECOVERED AS DESCRIBED.
 AA8055
 AA8055                          STATION RECOVERY (2001)
 AA8055
 AA8055'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 AA8055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8056 ***********************************************************************
 AA8056  TIDAL BM    -  This is a Tidal Bench Mark.
 AA8056  DESIGNATION -  FORT WAYNE B
 AA8056  PID         -  AA8056
 AA8056  STATE/COUNTY-  MI/WAYNE
 AA8056  USGS QUAD   -  DETROIT (1980)
 AA8056
 AA8056                         *CURRENT SURVEY CONTROL
 AA8056  ___________________________________________________________________
 AA8056* NAD 83(1994)-  42 17 48.90387(N)    083 05 55.54917(W)     ADJUSTED  
 AA8056* NAVD 88     -       181.476  (meters)     595.39   (feet)  ADJUSTED  
 AA8056  ___________________________________________________________________
 AA8056  X           -     567,744.899 (meters)                     COMP
 AA8056  Y           -  -4,690,742.368 (meters)                     COMP
 AA8056  Z           -   4,270,154.715 (meters)                     COMP
 AA8056  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AA8056  ELLIP HEIGHT-         146.95  (meters)          (07/12/02) GPS OBS
 AA8056  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 AA8056  DYNAMIC HT  -         181.421 (meters)     595.21  (feet)  COMP
 AA8056  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 AA8056
 AA8056  HORZ ORDER  -  A
 AA8056  VERT ORDER  -  SECOND    CLASS I
 AA8056  ELLP ORDER  -  THIRD     CLASS II
 AA8056
 AA8056.This is a reference station for the DETROIT 1
 AA8056.National Continuously Operating Reference Station (DET1).
 AA8056
 AA8056.The horizontal coordinates were established by GPS observations
 AA8056.and adjusted by the National Geodetic Survey in September 1995..
 AA8056
 AA8056.The orthometric height was determined by differential leveling
 AA8056.and adjusted by the National Geodetic Survey in October 1996..
 AA8056
 AA8056.This Tidal Bench Mark is designated as VM 12957
 AA8056.by the Center for Operational Oceanographic Products and Services.
 AA8056
 AA8056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8056
 AA8056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8056
 AA8056.The ellipsoidal height was determined by GPS observations
 AA8056.and is referenced to NAD 83.
 AA8056
 AA8056.The geoid height was determined by GEOID03.
 AA8056
 AA8056.The dynamic height is computed by dividing the NAVD 88
 AA8056.geopotential number by the normal gravity value computed on the
 AA8056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8056.degrees latitude (g = 980.6199 gals.).
 AA8056
 AA8056.The modeled gravity was interpolated from observed gravity values.
 AA8056
 AA8056;                    North         East     Units Scale Factor Converg.
 AA8056;SPC MI S     -    89,307.403 4,104,548.758   MT  0.99995920   +0 51 46.2
 AA8056;SPC MI S     -   293,003.29 13,466,367.32   iFT  0.99995920   +0 51 46.2
 AA8056;UTM  17      - 4,684,876.449   326,992.036   MT  0.99996829   -1 24 45.9
 AA8056
 AA8056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8056!SPC MI S     -   0.99997695  x   0.99995920  =   0.99993615
 AA8056!UTM  17      -   0.99997695  x   0.99996829  =   0.99994524
 AA8056
 AA8056                          SUPERSEDED SURVEY CONTROL
 AA8056
 AA8056  ELLIP H (07/24/97)  146.93   (m)                       GP(       ) 2 1
 AA8056  ELLIP H (09/21/95)  146.99   (m)                       GP(       ) 2 1
 AA8056  NAVD 88 (12/09/96)  181.47   (m)          595.4    (f) LEVELING    3  
 AA8056
 AA8056.Superseded values are not recommended for survey control.
 AA8056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8056.See file dsdata.txt to determine how the superseded data were derived.
 AA8056
 AA8056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2699284876(NAD 83)
 AA8056_MARKER: I = METAL ROD
 AA8056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8056_STAMPING: FORT WAYNE B 1994
 AA8056_MARK LOGO: NGS   
 AA8056_PROJECTION: FLUSH
 AA8056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA8056+STABILITY: POSITION/ELEVATION WELL
 AA8056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8056+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 AA8056_ROD/PIPE-DEPTH: 134  meters
 AA8056_SLEEVE-DEPTH  : 1.2 meters
 AA8056
 AA8056  HISTORY     - Date     Condition        Report By
 AA8056  HISTORY     - 1994     MONUMENTED       NGS
 AA8056  HISTORY     - 19941108 GOOD             NOS
 AA8056  HISTORY     - 19951108 GOOD             NOS
 AA8056  HISTORY     - 19960531 GOOD             NGS
 AA8056  HISTORY     - 20020325 GOOD             INDIV
 AA8056
 AA8056                          STATION DESCRIPTION
 AA8056
 AA8056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8056'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHWEST OF DOWNTOWN DETROIT,
 AA8056'1 KM (0.60 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE DETROIT RIVER
 AA8056'AND RIVER ROUGE, ON THE WEST SHORE OF THE DETROIT RIVER, AT HISTORIC
 AA8056'FORT WAYNE, AT THE WEST CORNER OF A PARADE GROUND, AT THE NORTHWEST
 AA8056'END OF A DIRT RIDGE, IN A SMALL GRASSY TRIANGLE FORMED BY THE RIDGE, A
 AA8056'GRAVEL LANE AND A PAVED STREET. OWNERSHIP--HISTORIC FORT WAYNE, 6325
 AA8056'JEFFERSON WEST AVENUE, DETROIT, MI 48209.  CONTACT DOCTOR WILLIAM
 AA8056'PHOENIX, PHONE 313-297-9363.
 AA8056' 
 AA8056'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND LIVERNOIS
 AA8056'AVENUE (EXIT 212), ABOUT 6.5 KM (4.05 MI) WEST OF DOWNTOWN DETROIT, GO
 AA8056'SOUTHEAST ON LIVERNOIS AVENUE FOR 3.8 KM (2.35 MI) TO THE OVERPASS AT
 AA8056'INTERSTATE HIGHWAY 75.  CONTINUE AHEAD ON LIVERNOIS AVENUE FOR 0.9 KM
 AA8056'(0.55 MI) TO A CROSSROAD (JEFFERSON WEST AVENUE) AND ENTRANCE TO
 AA8056'HISTORIC FORT WAYNE.  CONTINUE AHEAD ON PAVED ROAD, PASSING A GUARD
 AA8056'BOOTH, FOR 0.3 KM (0.20 MI) TO A STREET RIGHT.  TURN RIGHT, SOUTHWEST,
 AA8056'ON GIBBS STREET, ALONG OFFICERS ROW, FOR 0.20 KM (0.10 MI) TO SHELBY
 AA8056'STREET ON THE RIGHT, A GRAVEL LANE AND STATION ON THE LEFT.
 AA8056' 
 AA8056'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 AA8056'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST 1 CM BELOW GROUND.  IT
 AA8056'IS 12.8 M (42.0 FT) SOUTHEAST OF THE CENTER OF GIBBS STREET, 14.6 M
 AA8056'(47.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF SHELBY STREET, 6.8 M
 AA8056'(22.3 FT) WEST OF THE CENTER OF A GRAVEL LANE, 18.3 M (60.0 FT)
 AA8056'SOUTH-SOUTHEAST OF A UTILITY POLE WITH YARD LIGHT, 12.4 M (40.7 FT)
 AA8056'SOUTH-SOUTHWEST OF THE SOUTHEAST POST OF SIGN "RIVERFRONT PROMENADE",
 AA8056'14 M (45.9 FT) NORTHEAST OF THE BASE OF THE RIDGE, 10.4 M (34.1 FT)
 AA8056'NORTHWEST OF A METAL LIGHT POLE AND 4.4 M (14.4 FT) SOUTH-SOUTHWEST OF
 AA8056'A FIBERGLASS WITNESS POST.
 AA8056
 AA8056                          STATION RECOVERY (1994)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 AA8056'STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTHWEST OF DOWNTOWN DETROIT,
 AA8056'1 KM (0.60 MI) NORTH-NORTHEAST OF THE CONFLUENCE OF THE DETROIT RIVER
 AA8056'AND RIVER ROUGE, ON THE WEST SHORE OF THE DETROIT RIVER, AT HISTORIC
 AA8056'FORT WAYNE, AT THE WEST CORNER OF A PARADE GROUND, AT THE NORTHWEST
 AA8056'END OF A DIRT RIDGE, IN A SMALL GRASSY TRIANGLE FORMED BY THE RIDGE, A
 AA8056'GRAVEL LANE AND A PAVED STREET.  OWNERSHIP--HISTORIC FORT WAYNE, 6325
 AA8056'JEFFERSON WEST AVENUE, DETROIT, MI 48209.  CONTACT DOCTOR WILLIAM
 AA8056'PHOENIX, PHONE 313-297-9363 . TO REACH FROM THE JUCTION OF INTERSTATE
 AA8056'HIGHWAY 94 AND LIVERNOIS AVENUE (EXIT 212) , ABOUT 6.5 KM (4.05 MI)
 AA8056'WEST OF DOWNTOWN DETROIT, GO SOUTHEAST ON LIVERNOIS AVENUE FOR 3.8 KM
 AA8056'(2.35 MI) TO THE OVERPASS AT INTERSTATE HIGHWAY 75.  CONTINUE AHEAD ON
 AA8056'LIVERNOIS AVENUE FOR 0.9 KM (0.55 MI) TO A CROSSROAD (JEFFERSON WEST
 AA8056'AVENUE) AND ENTRANCE TO HISTORIC FORT WASHINGTON.  CONTINUE AHEAD ON
 AA8056'PAVED ROAD, PASSING A GUARD BOOTH, FOR 0.3 KM (0.20 MI) TO A STREET
 AA8056'RIGHT.  TURN RIGHT, SOUTHWEST, ON GIBBS STREET, ALONG OFFICERS ROW,
 AA8056'FOR 0.20 KM (0.10 MI) TO SHELBY STREET ON THE RIGHT, A GRAVEL LANE AND
 AA8056'STATION ON THE LEFT,  A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED
 AA8056'IN A PVC PIPE WITH LOGO CAPE SET IN A CONCRETE POST 1 CM BELOW GROUND.
 AA8056'IT IS 12.8 M (42.0 FT) SOUTHEAST OF THE CENTER OF GIBBS STREET, 14.6 M
 AA8056'(47.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF SHELBY STREET, 6.8 M
 AA8056'(22.3 FT) WEST OF THE CENTER OF A GRAVEL LANE, 18.3 M (60.0 FT)
 AA8056'SOUTH-SOUTHEAST OF A UTILITY POLE WITH YARD LIGHT, 12.4 M (40.7 FT)
 AA8056'SOUTH-SOUTHWEST OF THE SOUTHEAST POST OF SIGN  RIVERFRONT PROMENADE,
 AA8056'14 M (45.9 FT) NORTHEST OF THE BASE OF THE RIDGE, 10.4 M (34.1 FT)
 AA8056'NORTHWEST OF A METAL LIGHT POLE, AND 4.4 M (14.4 FT) SOUTH-SOUTHWEST
 AA8056'OF A FIBERGLAS WITNESS POST.
 AA8056
 AA8056                          STATION RECOVERY (1995)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 AA8056'RECOVERED AS DESCRIBED.
 AA8056
 AA8056                          STATION RECOVERY (1996)
 AA8056
 AA8056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8056'RECOVERED AS DESCRIBED.
 AA8056
 AA8056                          STATION RECOVERY (2002)
 AA8056
 AA8056'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 AA8056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0582 ***********************************************************************
 PM0582  CBN         -  This is a Cooperative Base Network Control Station.
 PM0582  PACS        -  This is a Primary Airport Control Station.
 PM0582  DESIGNATION -  FORTPORT
 PM0582  PID         -  PM0582
 PM0582  STATE/COUNTY-  MI/BENZIE
 PM0582  USGS QUAD   -  
 PM0582
 PM0582                         *CURRENT SURVEY CONTROL
 PM0582  ___________________________________________________________________
 PM0582* NAD 83(1994)-  44 37 32.06270(N)    086 12 02.99683(W)     ADJUSTED  
 PM0582* NAVD 88     -       186.93   (meters)     613.3    (feet)  GPS OBS   
 PM0582  ___________________________________________________________________
 PM0582  X           -     301,283.140 (meters)                     COMP
 PM0582  Y           -  -4,537,032.248 (meters)                     COMP
 PM0582  Z           -   4,457,936.659 (meters)                     COMP
 PM0582  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 PM0582  ELLIP HEIGHT-         151.53  (meters)          (07/12/02) GPS OBS
 PM0582  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 PM0582  OBS GRAVITY -     980,520.0   (mgal)                       GRAV_OBS
 PM0582
 PM0582  HORZ ORDER  -  B
 PM0582  ELLP ORDER  -  FOURTH    CLASS II
 PM0582
 PM0582.This mark is at Frankfort City-Co Airport (3D4)
 PM0582
 PM0582.The horizontal coordinates were established by GPS observations
 PM0582.and adjusted by the National Geodetic Survey in September 1995..
 PM0582
 PM0582.The orthometric height was determined by GPS observations and a
 PM0582.high-resolution geoid model.
 PM0582
 PM0582.GPS derived orthometric heights for airport stations designated as
 PM0582.PACS or SACS are published to 2 decimal places.  This maintains
 PM0582.centimeter relative accuracy between the PACS and SACS.  It does
 PM0582.not indicate centimeter accuracy relative to other marks which are
 PM0582.part of the NAVD 88 network.
 PM0582
 PM0582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0582
 PM0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0582
 PM0582.The ellipsoidal height was determined by GPS observations
 PM0582.and is referenced to NAD 83.
 PM0582
 PM0582.The geoid height was determined by GEOID03.
 PM0582.The observed gravity was obtained from relative gravimeter ties
 PM0582.to the IGSN71 gravity network.
 PM0582
 PM0582;                    North         East     Units Scale Factor Converg.
 PM0582;SPC MI C     -   147,091.535 5,854,465.928   MT  0.99992801   -1 17 44.4
 PM0582;SPC MI C     -   482,583.78 19,207,565.38   iFT  0.99992801   -1 17 44.4
 PM0582;UTM  16      - 4,941,668.262   563,395.535   MT  0.99964942   +0 33 41.1
 PM0582
 PM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0582!SPC MI C     -   0.99997624  x   0.99992801  =   0.99990425
 PM0582!UTM  16      -   0.99997624  x   0.99964942  =   0.99962567
 PM0582
 PM0582:                Primary Azimuth Mark                     Grid Az
 PM0582:SPC MI C     -  FORTPORT AZ MK                           140 48 06.4
 PM0582:UTM  16      -  FORTPORT AZ MK                           138 56 40.9
 PM0582
 PM0582|---------------------------------------------------------------------|
 PM0582| PID    Reference Object                     Distance      Geod. Az  |
 PM0582|                                                           dddmmss.s |
 PM0582| PM0583 FORTPORT AZ MK                      458.829 METERS 1393022.0 |
 PM0582|---------------------------------------------------------------------|
 PM0582
 PM0582                          SUPERSEDED SURVEY CONTROL
 PM0582
 PM0582  ELLIP H (09/20/95)  151.57   (m)                       GP(       ) 1 2
 PM0582  NAD 83(1986)-  44 37 32.06479(N)    086 12 03.00427(W) AD(       ) 1
 PM0582  NAD 83(1986)-  44 37 32.06199(N)    086 12 02.99568(W) AD(       ) 3
 PM0582  NGVD 29 (12/10/93)  187.2    (m)          614.     (f) GPS OBS        
 PM0582
 PM0582.Superseded values are not recommended for survey control.
 PM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0582.See file dsdata.txt to determine how the superseded data were derived.
 PM0582
 PM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6339641668(NAD 83)
 PM0582_MARKER: I = METAL ROD
 PM0582_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0582_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PM0582_STAMPING: FORTPORT 1989
 PM0582_MARK LOGO: NGS   
 PM0582_PROJECTION: FLUSH
 PM0582_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0582+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2004
 PM0582_ROD/PIPE-DEPTH: 19.5 meters
 PM0582_SLEEVE-DEPTH  : 0.9 meters
 PM0582
 PM0582  HISTORY     - Date     Condition        Report By
 PM0582  HISTORY     - 1989     MONUMENTED       NGS
 PM0582  HISTORY     - 19910715 GOOD             NGS
 PM0582  HISTORY     - 19921024 GOOD             HOLDEN
 PM0582  HISTORY     - 19930622 GOOD             NOS
 PM0582  HISTORY     - 19940412 GOOD             NGS
 PM0582  HISTORY     - 19960816 GOOD             USPSQD
 PM0582  HISTORY     - 20040525 GOOD             ROWEIN
 PM0582
 PM0582                          STATION DESCRIPTION
 PM0582
 PM0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PM0582'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF FRANKFORT,
 PM0582'AT THE FRANKFORT CITY-COUNTY AIRPORT, IN THE EAST ANGLE OF THE
 PM0582'JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY OF
 PM0582'FRANKFORT, C/O AIRPORT MANAGER ROGER REICHEL, 412 MAIN STREET,
 PM0582'FRANKFORT MI 49635.  PHONE IS (616) 352-7117 OR HOME (616) 352-4362.
 PM0582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 115 IN
 PM0582'FRANKFORT, GO EAST FOR 1.2 KM (0.75 MI) ON HIGHWAY 115 TO A PAVED ROAD
 PM0582'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.1 KM (0.70 MI) ON AIRPORT
 PM0582'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 30 METERS ON
 PM0582'THE AIRPORT ENTRANCE DRIVE TO AN APRON AND THE AIRPORT OFFICE LEFT.
 PM0582'TURN RIGHT AND GO SOUTHWEST FOR 80 METERS ACROSS THE APRON AND ON A
 PM0582'CONNECTING TAXIWAY TO THE STATION ON THE LEFT, JUST BEFORE REACHING
 PM0582'THE RUNWAY.
 PM0582'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 PM0582'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 19.5 METERS IN A
 PM0582'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 PM0582'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 PM0582'LOCATED 28.1 M (92.2 FT) EAST FROM THE JUNCTION OF THE NORTHEAST EDGE
 PM0582'OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 17.9 M
 PM0582'(58.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONNECTING TAXIWAY
 PM0582'AND 16.6 M (54.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.
 PM0582'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 PM0582'NOTE-AIRPORT IS UNATTENDED.
 PM0582'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PM0582
 PM0582                          STATION RECOVERY (1991)
 PM0582
 PM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PM0582'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHEAST OF FRANKFORT,
 PM0582'AT THE FRANKFORT CITY-COUNTY AIRPORT, IN THE EAST ANGLE OF THE
 PM0582'JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY OF
 PM0582'FRANKFORT, C/O AIRPORT MANAGER ROGER REICHEL, 412 MAIN STREET,
 PM0582'FRANKFORT, MI. 49635. PHONE (616) 352-7117 OR HOME 352-4362.
 PM0582'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 115 IN
 PM0582'FRANKFORT, GO EAST FOR 1.2 KM (0.7 MI) ON HIGHWAY 115 TO A PAVED ROAD
 PM0582'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.1 KM (0.7 MI) ON AIRPORT
 PM0582'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 30 METERS
 PM0582'ON THE AIRPORT ENTRANCE DRIVE TO AN APRON AND THE AIRPORT OFFICE
 PM0582'LEFT. TURN RIGHT AND GO SOUTHWEST FOR 80 METERS ACROSS THE APRON AND
 PM0582'ON A CONNECTING TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 PM0582'REACHING THE RUNWAY.
 PM0582'LOCATED 28.1 M (92.2 FT) EAST FROM THE JUNCTION OF THE NORTHEAST EDGE
 PM0582'OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 17.9 M
 PM0582'(58.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONNECTING TAXIWAY
 PM0582'AND 16.6 M (54.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.
 PM0582
 PM0582                          STATION RECOVERY (1992)
 PM0582
 PM0582'RECOVERY NOTE BY HOLDEN GPS 1992
 PM0582'STATION IS LOCATED IN QUAD. 440861.  IT IS IN THE SOUTHEAST 1/4 OF
 PM0582'SECTION 26, T-26-N, 4-16-W, CRYSTAL LAKE TOWNSHIP, AND ON THE
 PM0582'FRANKFORT QUADRANGLE MAP.  ABOUT 1.5 MILES (2.4 KM) SOUTHEAST OF
 PM0582'FRANKFORT, IN THE EAST ANGLE OF THE JUNCTION OF THE RUNWAY AND A
 PM0582'CONNECTING TAXIWAY.  OWNERSHIP---CITY OF FRANKFORT, C/O AIRPORT
 PM0582'MANAGER ROGER REICHEL, 412 MAIN STREET, FRANKFORT, MI. 49635.  PHONE
 PM0582'NO. IS (616)352-4362.
 PM0582'TO REACH STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND M-115 IN
 PM0582'FRANKFORT, GO EAST ON M-115 FOR 0.75 MILES (1.21 KM) TO A PAVED ROAD
 PM0582'RIGHT. TURN RIGHT AND GO SOUTHERLY ON AIRPORT ROAD FOR 0.7 MILES
 PM0582'(1.1 KM) TO A PAVED DRIVE RIGHT.  TURN RIGHT ON THE AIRPORT ENTRANCE
 PM0582'DRIVE AND GO SOUTH FOR ABOUT 100 FEET (30.5 M) TO AN APRON AND THE
 PM0582'AIRPORT OFFICE LEFT.  TURN RIGHT AND SOUTHWEST ACROSS APRON FOR ABOUT
 PM0582'262 FEET (79.9 M) TO A CONNECTING TAXIWAY AND FOLLOW THE TAXIWAY TO
 PM0582'STATION ON LEFT JUST BEFORE REACHING THE RUNWAY.
 PM0582'THE STATION IS 92.2 FEET (28.1 M) EAST FROM THE JUNCTION OF THE
 PM0582'NORTHEAST EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY,
 PM0582'58.7 FEET (17.9 M) SOUTHEAST FORM THE SOUTHEAST EDGE OF A CONNECTING
 PM0582'TAXIWAY AND 54.5 FEET (16.6 M) NORTHEAST FROM THE NORTHEAST EDGE OF
 PM0582'THE RUNWAY.
 PM0582'NOTE - THIS AIRPORT IS UN-ATTENDED AND ACCORDING TO MR. WITTMAN AS OF
 PM0582'THIS DATE THE RUNWAY IS SUPPOSE TO BE WIDENED TO 100 FEET (30.5 M)
 PM0582'SOMETIME IN THE NEAR FUTURE.
 PM0582'ACCESS TO DATUM POINT IS HAD THROUGH THE 5-INCH LOGO CAP.
 PM0582
 PM0582                          STATION RECOVERY (1993)
 PM0582
 PM0582'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 PM0582'RECOVERED IN GOOD CONDITION.
 PM0582
 PM0582                          STATION RECOVERY (1994)
 PM0582
 PM0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PM0582'NOTE--CALL IN ADVANCE 616-352-7117 TO MAKE ARRANGEMENTS TO GET ONTO
 PM0582'AIRPORT PROPERTY.  ROGER REICHEL WAS AIRPORT MANAGER AT THIS TIME.
 PM0582'STATION IS LOCATED IN QUAD 440861, ABOUT 1.5 MI (2.4 KM) SOUTHEAST
 PM0582'FROM FRANKFORT, AT THE FRANKFORT CITY-CO AIRPORT, IN THE EAST ANGLE OF
 PM0582'THE JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY, NEAR THE LINE
 PM0582'BETWEEN SECTIONS 25 AND 26, T 25 N, R 15 W, CRYSTAL LAKE TOWNSHIP.
 PM0582'OWNERSHIP--CITY OF FRANKFORT, C/O AIRPORT MANAGER ROGER REICHEL, 412
 PM0582'MAIN STREET, FRANKFORT MI 49635, PHONE 616-352-7117 OR HOME
 PM0582'616-352-4362.  TO REACH THE STATION FROM THE JUNCTION OF STATE
 PM0582'HIGHWAYS 22 AND 115 IN FRANKFORT, GO EAST FOR 0.7 MI (1.1 KM) ON
 PM0582'HIGHWAY 115 TO A PAVED ROAD RIGHT, AIRPORT ROAD.  TURN RIGHT AND GO
 PM0582'SOUTHERLY FOR 0.7 MI (1.1 KM) ON AIRPORT ROAD TO A PAVED DRIVE RIGHT.
 PM0582'TURN RIGHT AND GO SOUTH FOR 30 M (98.4 FT) ON THE AIRPORT ENTRANCE
 PM0582'DRIVE TO AN APRON AND THE AIRPORT OFFICE LEFT.  TURN RIGHT AND GO
 PM0582'SOUTHWEST FOR 80 M (262.5 FT) ACROSS THE APRON AND ON A CONNECTING
 PM0582'TAXIWAY TO THE STATION ON THE LEFT, BEFORE REACHING THE RUNWAY.
 PM0582'STATION IS 92.2 FT (28.1 M) EAST FROM THE JUNCTION OF THE NORTHEAST
 PM0582'EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 58.7 FT
 PM0582'(17.9 M) SOUTHEAST FROM THE SOUTHEAST EDGE OF A CONNECTING TAXIWAY,
 PM0582'AND 54.5 FT (16.6 M) NORTHEAST FROM THE NORTHEAST EDGE OF THE RUNWAY.
 PM0582
 PM0582                          STATION RECOVERY (1996)
 PM0582
 PM0582'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0582'RECOVERED IN GOOD CONDITION.
 PM0582
 PM0582                          STATION RECOVERY (2004)
 PM0582
 PM0582'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 PM0582'AIRPORT NUMBER HAS CHANGED.  THE NEW NUMBER IS 231-352-6665.  ROGER
 PM0582'REICHEL IS NO LONGER THE AIRPORT MANAGER.  THE AIRPORT OFFICE HAS BEEN
 PM0582'RELOCATED TO NEAR TAXIWAY C.  STATION IS 58.7 FT SOUTHEAST FROM THE
 PM0582'SOUTHEAST EDGE OF CONNECTING TAXIWAY D AND 54.5 FT NORTHEAST FORM THE
 PM0582'NORTHEAST EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0583 ***********************************************************************
 PM0583  DESIGNATION -  FORTPORT AZ MK
 PM0583  PID         -  PM0583
 PM0583  STATE/COUNTY-  MI/BENZIE
 PM0583  USGS QUAD   -  
 PM0583
 PM0583                         *CURRENT SURVEY CONTROL
 PM0583  ___________________________________________________________________
 PM0583* NAD 83(1994)-  44 37 20.75856(N)    086 11 49.48153(W)     ADJUSTED  
 PM0583* NAVD 88     -       184.     (meters)     604.     (feet)  GPS OBS   
 PM0583  ___________________________________________________________________
 PM0583  X           -     301,596.536 (meters)                     COMP
 PM0583  Y           -  -4,537,254.893 (meters)                     COMP
 PM0583  Z           -   4,457,686.149 (meters)                     COMP
 PM0583  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 PM0583  ELLIP HEIGHT-         148.46  (meters)          (07/17/02) GPS OBS
 PM0583  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 PM0583
 PM0583  HORZ ORDER  -  FIRST
 PM0583  ELLP ORDER  -  FOURTH    CLASS I
 PM0583
 PM0583.This mark is at Frankfort City-Co Airport (3D4)
 PM0583
 PM0583.The horizontal coordinates were established by GPS observations
 PM0583.and adjusted by the National Geodetic Survey in February 1997..
 PM0583.No horizontal observational check was made to the station.
 PM0583
 PM0583.The orthometric height was determined by GPS observations and a
 PM0583.high-resolution geoid model.
 PM0583.No vertical observational check was made to the station.
 PM0583
 PM0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0583
 PM0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0583
 PM0583.The ellipsoidal height was determined by GPS observations
 PM0583.and is referenced to NAD 83.
 PM0583
 PM0583.The geoid height was determined by GEOID03.
 PM0583
 PM0583;                    North         East     Units Scale Factor Converg.
 PM0583;SPC MI C     -   146,735.984 5,854,755.890   MT  0.99992831   -1 17 34.9
 PM0583;SPC MI C     -   481,417.27 19,208,516.70   iFT  0.99992831   -1 17 34.9
 PM0583;UTM  16      - 4,941,322.391   563,696.782   MT  0.99964989   +0 33 50.5
 PM0583
 PM0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0583!SPC MI C     -   0.99997672  x   0.99992831  =   0.99990503
 PM0583!UTM  16      -   0.99997672  x   0.99964989  =   0.99962662
 PM0583
 PM0583:                Primary Azimuth Mark                     Grid Az
 PM0583:SPC MI C     -  FORTPORT                                 320 48 06.4
 PM0583:UTM  16      -  FORTPORT                                 318 56 41.0
 PM0583
 PM0583|---------------------------------------------------------------------|
 PM0583| PID    Reference Object                     Distance      Geod. Az  |
 PM0583|                                                           dddmmss.s |
 PM0583| PM0582 FORTPORT                            458.829 METERS 3193031.5 |
 PM0583|---------------------------------------------------------------------|
 PM0583
 PM0583                          SUPERSEDED SURVEY CONTROL
 PM0583
 PM0583  ELLIP H (02/03/97)  148.56   (m)                       GP(       ) 4 1
 PM0583  NAD 83(1986)-  44 37 20.75871(N)    086 11 49.48744(W) AD(       ) 1
 PM0583  NAD 83(1986)-  44 37 20.75509(N)    086 11 49.47841(W) AD(       ) 3
 PM0583  NGVD 29 (03/27/91)  183.2    (m)          601.     (f) GPS OBS        
 PM0583
 PM0583.Superseded values are not recommended for survey control.
 PM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0583.See file dsdata.txt to determine how the superseded data were derived.
 PM0583
 PM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6369741322(NAD 83)
 PM0583_MARKER: I = METAL ROD
 PM0583_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PM0583_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PM0583_STAMPING: FORTPORT AZ MK 1989
 PM0583_MARK LOGO: NGS   
 PM0583_PROJECTION: FLUSH
 PM0583_MAGNETIC: I = MARKER IS A STEEL ROD
 PM0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0583+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 PM0583_ROD/PIPE-DEPTH: 18.3 meters
 PM0583_SLEEVE-DEPTH  : 0.9 meters
 PM0583
 PM0583  HISTORY     - Date     Condition        Report By
 PM0583  HISTORY     - 1989     MONUMENTED       NGS
 PM0583  HISTORY     - 19920910 GOOD             MIDT
 PM0583  HISTORY     - 19960816 GOOD             USPSQD
 PM0583
 PM0583                          STATION DESCRIPTION
 PM0583
 PM0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PM0583'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) SOUTHEAST OF FRANKFORT,
 PM0583'AT THE FRANKFORT CITY-COUNTY AIRPORT, ALONG THE NORTHEAST EDGE, NEAR
 PM0583'THE SOUTHEAST END OF THE RUNWAY.  OWNERSHIP---CITY OF FRANKFORT,
 PM0583'C/OAIRPORT MANAGER ROGER REICHEL, 412 MAIN STREET, FRANKFORT MI 49635.
 PM0583'PHONE IS (616) 352-7117 OR HOME (616) 352-4362.
 PM0583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 22 AND 115 IN
 PM0583'FRANKFORT, GO EAST FOR 1.2 KM (0.75 MI) ON HIGHWAY 115 TO A PAVED ROAD
 PM0583'RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 1.1 KM (0.70 MI) ON AIRPORT
 PM0583'ROAD TO A PAVED DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 30 METERS ON
 PM0583'THE AIRPORT ENTRANCE DRIVE TO AN APRON AND THE AIRPORT OFFICE LEFT.
 PM0583'TURN RIGHT AND GO SOUTHWEST FOR 80 METERS ACROSS THE APRON AND ON A
 PM0583'CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO SOUTHEAST FOR 0.5
 PM0583'KM (0.30 MI) ON THE RUNWAY TO THE STATION ON THE LEFT, JUST BEFORE
 PM0583'REACHING THE END OF THE RUNWAY.
 PM0583'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 PM0583'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 18.3 METERS IN A
 PM0583'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 PM0583'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 PM0583'LOCATED 37.1 M (121.7 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 PM0583'PAVED TURN-AROUND, 18.6 M (61.0 FT) NORTH-NORTHWEST FROM THE JUNCTION
 PM0583'OF THE NORTHEAST EDGE OF THE RUNWAY AND THE ANGLING NORTH EDGE OF A
 PM0583'PAVED TURN-AROUND AND 15.5 M (50.9 FT) NORTHEAST FROM THE NORTHEAST
 PM0583'EDGE OF THE RUNWAY.
 PM0583'DESCRIBED BY K.L. FANCHER  (TYPED  BY KLF).
 PM0583'NOTE-AIRPORT IS UNATTENDED.
 PM0583'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PM0583
 PM0583                          STATION RECOVERY (1992)
 PM0583
 PM0583'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PM0583'STATION IS LOCATED IN QUAD 440861, ON THE FRANKFORT QUADRANGLE MAP. IT
 PM0583'IS IN THE SOUTHEAST 1/4 OF SECTION 26, T-26-N, R-16-W, CRYSTAL LAKE
 PM0583'TOWNSHIP. STATION IS ABOUT 1.4 MI (2.3 KM) EAST-NORTHEAST OF ELBERTA,
 PM0583'ABOUT 2.2 MI (3.5 KM) EAST-SOUTHEAST OF FRANKFORT AND ABOUT 5.0 MILES
 PM0583'(8.0 KM) WEST OF BEULAH. IT IS LOCATED AT THE FRANKFORT CITY-COUNTY
 PM0583'AIRPORT, ALONG THE NORTHEAST EDGE AND NEAR THE SOUTHEAST END OF THE
 PM0583'RUNWAY.  OWNERSHIP - CITY OF FRANKFORT, C/O AIRPORT MANAGER ROGER
 PM0583'REICHEL, 412 MAIN STREET, FRANKFORT, MI 49635. PHONE IS (616)
 PM0583'352-7117 OR HOME (616) 352-4362.
 PM0583'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-22 AND
 PM0583'M-115 IN FRANKFORT, GO EAST FOR 0.75 MI (1.21 KM) ALONG M-115 TO A
 PM0583'PAVED ROAD RIGHT. TURN RIGHT AND GO SOUTHERLY FOR 0.7 MI (1.1 KM)
 PM0583'ALONG AIRPORT ROAD TO PAVED DRIVE ON RIGHT. TURN RIGHT AND GO SOUTH
 PM0583'FOR 98.4 FT (30.0 M) ALONG THE AIRPORT ENTRANCE DRIVE TO A BITUMINOUS
 PM0583'APRON AND AIRPORT OFFICE ON THE LEFT. TURN RIGHT AND GO FOR 265.5 FT
 PM0583'(80.9 M) ACROSS APRON AND ONTO CONNECTING TAXIWAY TO RUNWAY. TURN
 PM0583'LEFT AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) ALONG THE RUNWAY TO JUST
 PM0583'BEFORE REACHING ITS END AND THE STATION ON THE LEFT, AS DESCRIBED.
 PM0583'ACCORDING TO THE 1989 DESCRIPTION, THE STATION IS THE TOP OF A
 PM0583'STAINLESS STEEL ROD RECESSED 0.26 FT (7.92 CM) BELOW GROUND, DRIVEN
 PM0583'TO SLOW TIME MET AT A DEPTH OF 60.0 FT (18.3 M) IN A GREASE FILLED
 PM0583'SLEEVE EXTENDING TO A DEPTH OF 3.0 FT (0.9 M) ENCASED IN A PVC PIPE,
 PM0583'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED
 PM0583'121.7 FT (37.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF A PAVED
 PM0583'TURN-AROUND, 61.0 FT (18.6 M) NORTH-NORTHWEST FROM THE JUNCTION OF
 PM0583'THE NORTHEAST EDGE OF THE RUNWAY WITH THE ANGLING EDGE OF THE PAVED
 PM0583'TURN-AROUND AND 50.9 FT (15.5 M) NORTHEAST FROM THE NORTHEAST EDGE OF
 PM0583'THE RUNWAY. THERE IS NO SIGN POST MARKING LOCATION.
 PM0583'NOTE - AIRPORT IS UNATTENDED.
 PM0583'NOTE - ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PM0583'NOTE - ACCORDING TO MR. WITTMAN ON 09/24/92, RUNWAY IS SUPPOSE TO BE
 PM0583'WIDENED TO 100 FEET (30.5 M) SOMETIME IN THE NEAR FUTURE.
 PM0583
 PM0583                          STATION RECOVERY (1996)
 PM0583
 PM0583'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0309 ***********************************************************************
 QJ0309  DESIGNATION -  FORTY MILE POINT LIGHTHOUSE
 QJ0309  PID         -  QJ0309
 QJ0309  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0309  USGS QUAD   -  MOLTKE (1971)
 QJ0309
 QJ0309                         *CURRENT SURVEY CONTROL
 QJ0309  ___________________________________________________________________
 QJ0309* NAD 83(1994)-  45 29 10.28396(N)    083 54 49.07091(W)     ADJUSTED  
 QJ0309* NAVD 88     -                                                        
 QJ0309  ___________________________________________________________________
 QJ0309  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 QJ0309  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0309
 QJ0309  HORZ ORDER  -  THIRD
 QJ0309
 QJ0309.The horizontal coordinates were established by classical geodetic methods
 QJ0309.and adjusted by the National Geodetic Survey in February 1997..
 QJ0309
 QJ0309
 QJ0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0309
 QJ0309.The geoid height was determined by GEOID03.
 QJ0309
 QJ0309;                    North         East     Units Scale Factor Converg.
 QJ0309;SPC MI C     -   241,180.413 6,035,415.374   MT  0.99995758   +0 19 12.1
 QJ0309;SPC MI C     -   791,274.32 19,801,231.54   iFT  0.99995758   +0 19 12.1
 QJ0309;UTM  17      - 5,041,092.211   272,313.250   MT  1.00023743   -2 04 42.8
 QJ0309
 QJ0309                          SUPERSEDED SURVEY CONTROL
 QJ0309
 QJ0309  NAD 83(1986)-  45 29 10.27387(N)    083 54 49.07060(W) AD(       ) 4
 QJ0309  NAD 27      -  45 29 10.22800(N)    083 54 49.06300(W) AD(       ) 3
 QJ0309
 QJ0309.Superseded values are not recommended for survey control.
 QJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0309.See file dsdata.txt to determine how the superseded data were derived.
 QJ0309
 QJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7231341092(NAD 83)
 QJ0309
 QJ0309  HISTORY     - Date     Condition        Report By
 QJ0309  HISTORY     - 1956     MONUMENTED       CGS
 QJ0309  HISTORY     - 19990830 GOOD             USPSQD
 QJ0309
 QJ0309                          STATION DESCRIPTION
 QJ0309
 QJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0309'THE STATION IS ABOUT 7 MILES NORTHWEST OF ROGERS CITY ON THE
 QJ0309'NORTH POINT OF THE
 QJ0309'MAINLAND.  THE POINT INTERSECTED WAS THE CENTER OF THE TOP OF THE
 QJ0309'LIGHTHOUSE.  THE STATION IS A WHITE
 QJ0309'SQUARE BRICK TOWER ON DWELLING WITH A OCCULTING WHITE
 QJ0309'LIGHT AT THE TOP OF THE TOWER.  THE LIGHT ABOVE LOW
 QJ0309'WATER IS 66 FEET.
 QJ0309'
 QJ0309'THE STATION IS LISTED AS NUMBER 822 FORTY-MILE POINT IN THE GREAT
 QJ0309'LAKES LIGHT LIST MANUAL CG-159.
 QJ0309
 QJ0309                          STATION RECOVERY (1999)
 QJ0309
 QJ0309'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0313 ***********************************************************************
 QJ0313  DESIGNATION -  FORTY MILE POINT USLS 1903
 QJ0313  PID         -  QJ0313
 QJ0313  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0313  USGS QUAD   -  MOLTKE (1971)
 QJ0313
 QJ0313                         *CURRENT SURVEY CONTROL
 QJ0313  ___________________________________________________________________
 QJ0313* NAD 83(1994)-  45 28 50.16790(N)    083 54 30.65121(W)     ADJUSTED  
 QJ0313* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 QJ0313  ___________________________________________________________________
 QJ0313  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 QJ0313  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0313
 QJ0313  HORZ ORDER  -  THIRD
 QJ0313
 QJ0313.The horizontal coordinates were established by classical geodetic methods
 QJ0313.and adjusted by the National Geodetic Survey in February 1997..
 QJ0313
 QJ0313.The orthometric height was scaled from a topographic map.
 QJ0313
 QJ0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0313
 QJ0313.The geoid height was determined by GEOID03.
 QJ0313
 QJ0313;                    North         East     Units Scale Factor Converg.
 QJ0313;SPC MI C     -   240,561.662 6,035,818.858   MT  0.99995666   +0 19 25.1
 QJ0313;SPC MI C     -   789,244.30 19,802,555.31   iFT  0.99995666   +0 19 25.1
 QJ0313;UTM  17      - 5,040,456.939   272,690.593   MT  1.00023532   -2 04 28.9
 QJ0313
 QJ0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0313!SPC MI C     -   0.99997645  x   0.99995666  =   0.99993312
 QJ0313!UTM  17      -   0.99997645  x   1.00023532  =   1.00021177
 QJ0313
 QJ0313:                Primary Azimuth Mark                     Grid Az
 QJ0313:SPC MI C     -  HAMMOND USLS 1908                        275 55 01.9
 QJ0313:UTM  17      -  HAMMOND USLS 1908                        278 18 55.9
 QJ0313
 QJ0313|---------------------------------------------------------------------|
 QJ0313| PID    Reference Object                     Distance      Geod. Az  |
 QJ0313|                                                           dddmmss.s |
 QJ0313| QK0606 HAMMOND USLS 1908                   APPROX.10.0 KM 2761427.0 |
 QJ0313|---------------------------------------------------------------------|
 QJ0313
 QJ0313                          SUPERSEDED SURVEY CONTROL
 QJ0313
 QJ0313  NAD 83(1986)-  45 28 50.15912(N)    083 54 30.65226(W) AD(       ) 3
 QJ0313  NAD 27      -  45 28 50.08100(N)    083 54 30.57000(W) AD(       ) 3
 QJ0313
 QJ0313.Superseded values are not recommended for survey control.
 QJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0313.See file dsdata.txt to determine how the superseded data were derived.
 QJ0313
 QJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7269140457(NAD 83)
 QJ0313_MARKER: Z = SEE DESCRIPTION
 QJ0313_SETTING: 0 = UNSPECIFIED SETTING
 QJ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0313
 QJ0313  HISTORY     - Date     Condition        Report By
 QJ0313  HISTORY     - 1903     MONUMENTED       USLS
 QJ0313  HISTORY     - 1956     SEE DESCRIPTION  USLS
 QJ0313  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 QJ0313
 QJ0313                          STATION DESCRIPTION
 QJ0313
 QJ0313'DESCRIBED BY US LAKE SURVEY 1903
 QJ0313'ON FORTY MILE POINT, ON EAST SIDE OF HAMMOND BAY, ON WEST SIDE OF
 QJ0313'LAKE HURON, NEAR EASTERN
 QJ0313'END OF HIGHEST SAND HILL, 738 METERS (2,421 FEET) SOUTHEAST OF
 QJ0313'LIGHTHOUSE, ABOUT 300 METERS (984
 QJ0313'FEET) FROM BEACH, AND 92 METERS (302 FEET) NORTHEAST
 QJ0313'OF ROAD TO LIGHTHOUSE.  MARKED BY SPIKE
 QJ0313'IN CONCRETE MONUMENT AT FOOT OF 16-INCH
 QJ0313'NORWAY PINE STUB BLAZED ON BOTH SIDES.
 QJ0313
 QJ0313                          STATION RECOVERY (1956)
 QJ0313
 QJ0313'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QJ0313'AN INVERSE WAS COMPUTED FROM TRIANGULATION STATION HOEFT AND A
 QJ0313'TRAVERSE RUN TO THE COMPUTED
 QJ0313'POINT FOR FORTY MILE POINT (USLS).  THE END OF THE SANDY RIDGE WAS
 QJ0313'DUG OFF NEAR THE PINE TREE MENTIONED
 QJ0313'IN THE ORIGINAL DESCRIPTION BUT THE OLD STATION WAS NOT RECOVERED.
 QJ0313
 QJ0313                          STATION RECOVERY (1999)
 QJ0313
 QJ0313'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0559 ***********************************************************************
 QL0559  DESIGNATION -  FOSTER
 QL0559  PID         -  QL0559
 QL0559  STATE/COUNTY-  MI/DICKINSON
 QL0559  USGS QUAD   -  FOSTER CITY (1986)
 QL0559
 QL0559                         *CURRENT SURVEY CONTROL
 QL0559  ___________________________________________________________________
 QL0559* NAD 83(1994)-  45 57 33.95659(N)    087 42 40.99403(W)     ADJUSTED  
 QL0559* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 QL0559  ___________________________________________________________________
 QL0559  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 QL0559  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 QL0559
 QL0559  HORZ ORDER  -  FIRST
 QL0559
 QL0559.The horizontal coordinates were established by classical geodetic methods
 QL0559.and adjusted by the National Geodetic Survey in February 1997..
 QL0559
 QL0559.The orthometric height was scaled from a topographic map.
 QL0559
 QL0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0559
 QL0559.The geoid height was determined by GEOID03.
 QL0559
 QL0559;                    North         East     Units Scale Factor Converg.
 QL0559;SPC MI N     -   130,963.973 7,944,858.551   MT  0.99991892   -0 30 51.1
 QL0559;SPC MI N     -   429,671.83 26,065,808.89   iFT  0.99991892   -0 30 51.1
 QL0559;UTM  16      - 5,089,786.174   444,875.443   MT  0.99963736   -0 30 41.0
 QL0559
 QL0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0559!SPC MI N     -   0.99994878  x   0.99991892  =   0.99986771
 QL0559!UTM  16      -   0.99994878  x   0.99963736  =   0.99958616
 QL0559
 QL0559|---------------------------------------------------------------------|
 QL0559| PID    Reference Object                     Distance      Geod. Az  |
 QL0559|                                                           dddmmss.s |
 QL0559| CJ4969 FOSTER RM 1                          25.230 METERS 02100     |
 QL0559| CJ4970 FOSTER RM 2                          25.815 METERS 27931     |
 QL0559| CJ4968 FOSTER AZ MK                                       2841627.0 |
 QL0559|---------------------------------------------------------------------|
 QL0559
 QL0559                          SUPERSEDED SURVEY CONTROL
 QL0559
 QL0559  NAD 83(1986)-  45 57 33.95460(N)    087 42 40.98957(W) AD(       ) 1
 QL0559  NAD 27      -  45 57 34.11600(N)    087 42 40.51300(W) AD(       ) 1
 QL0559
 QL0559.Superseded values are not recommended for survey control.
 QL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0559.See file dsdata.txt to determine how the superseded data were derived.
 QL0559
 QL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4487589786(NAD 83)
 QL0559_MARKER: DS = TRIANGULATION STATION DISK
 QL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0559
 QL0559  HISTORY     - Date     Condition        Report By
 QL0559  HISTORY     - 1954     MONUMENTED       CGS
 QL0559
 QL0559                          STATION DESCRIPTION
 QL0559
 QL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0559'STATION IS LOCATED ABOUT 15.0 MILES NORTHEAST OF NORWAY, ABOUT 1 MILE
 QL0559'EAST-SOUTHEAST OF THE VILLAGE OF
 QL0559'FOSTER CITY, ABOUT 1/2 MILE SOUTHWEST OF THE VILLAGE OF HARDWOOD, AND
 QL0559'ABOUT 17.0 MILES EAST SOUTHEAST OF
 QL0559'THE VILLAGE OF RANDVILLE.  IT IS 29 FEET WEST OF THE
 QL0559'EDGE OF THE WOODS, 26 FEET NORTHWEST OF TWIN MAPLE
 QL0559'TREES, AND 5 FEET NORTH OF A WITNESS
 QL0559'POST.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED FOSTER 1954.
 QL0559'
 QL0559'REFERENCE MARK NO. 1 IS SET AT THE NORTHEAST EDGE OF CLEARING.  THE
 QL0559'MARK PROJECTS 6 INCHES AND THE
 QL0559'DISK IS STAMPED FOSTER NO 1 1954.
 QL0559'
 QL0559'REFERENCE MARK NO. 2 IS SET AT THE WEST EDGE OF CLEARING.  THE MARK
 QL0559'PROJECTS 6 INCHES AND THE
 QL0559'DISK IS STAMPED FOSTER NO 2 1954.
 QL0559'
 QL0559'AZIMUTH MARK IS 32 FEET WEST OF THE APPROXIMATE CENTERLINE OF ROAD, 2
 QL0559'FEET NORTHEAST OF GATE POST, 1
 QL0559'FOOT EAST OF FENCELINE, AND 2 FEET SOUTH OF WINTESS POST.  THE MARK
 QL0559'PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QL0559'FOSTER 1954.
 QL0559'
 QL0559'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 95 AND 69 IN THE
 QL0559'VILLAGE OF RANDVILLE, GO EASTERLY ON
 QL0559'STATE HIGHWAY NO. 69 FOR ABOUT 16.0 MILES TO THE VILLAGE OF FOSTER
 QL0559'CITY.  CONTINUE EASTERLY ON STATE
 QL0559'HIGHWAY NO. 69 FOR 0.8 TO SIDE ROAD RIGHT.  TURN RIGHT
 QL0559'AND GO SOUTHERLY FOR 0.05 MILE TO SIDE ROAD LEFT,
 QL0559'JUST AFTER CROSSING RAILROAD TRACKS.
 QL0559'TURN LEFT AND GO EASTERLY FOR 0.5 MILE TO T ROAD RIGHT.  TURN RIGHT
 QL0559'AND GO SOUTHERLY FOR 0.2 MILE TO
 QL0559'AZIMUTH MARK ON RIGHT AT CURVE IN ROAD.  TURN LEFT AND FOLLOW ROAD
 QL0559'SOUTHEASTERLY FOR 0.15 MILE TO GATE AT
 QL0559'FARM HOUSE.  PASS THROUGH GATE AND CONTINUE NORTHEAST
 QL0559'ACROSS PASTURE FOR 0.15 MILE TO TOP OF
 QL0559'WOODED HILL AND STATION AS DESCRIBED.
 QL0559'
 QL0559'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0587 ***********************************************************************
 QK0587  DESIGNATION -  FOURTEEN FOOT SHOAL LIGHT
 QK0587  PID         -  QK0587
 QK0587  STATE/COUNTY-  MI/CHEBOYGAN
 QK0587  USGS QUAD   -  
 QK0587
 QK0587                         *CURRENT SURVEY CONTROL
 QK0587  ___________________________________________________________________
 QK0587* NAD 83(1994)-  45 40 47.57138(N)    084 26 03.75781(W)     ADJUSTED  
 QK0587* NAVD 88     -                                                        
 QK0587  ___________________________________________________________________
 QK0587  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 QK0587  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 QK0587
 QK0587  HORZ ORDER  -  THIRD
 QK0587
 QK0587.The horizontal coordinates were established by classical geodetic methods
 QK0587.and adjusted by the National Geodetic Survey in February 1997..
 QK0587
 QK0587
 QK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0587
 QK0587.The geoid height was determined by GEOID03.
 QK0587
 QK0587;                    North         East     Units Scale Factor Converg.
 QK0587;SPC MI C     -   262,610.607 5,994,724.781   MT  0.99999541   -0 02 52.2
 QK0587;SPC MI C     -   861,583.36 19,667,732.22   iFT  0.99999541   -0 02 52.2
 QK0587;UTM  16      - 5,061,682.651   699,803.148   MT  1.00009083   +1 50 10.2
 QK0587
 QK0587                          SUPERSEDED SURVEY CONTROL
 QK0587
 QK0587  NAD 83(1986)-  45 40 47.56379(N)    084 26 03.75743(W) AD(       ) 4
 QK0587  NAD 27      -  45 40 47.51700(N)    084 26 03.63400(W) AD(       ) 3
 QK0587
 QK0587.Superseded values are not recommended for survey control.
 QK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0587.See file dsdata.txt to determine how the superseded data were derived.
 QK0587
 QK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9980361683(NAD 83)
 QK0587
 QK0587  HISTORY     - Date     Condition        Report By
 QK0587  HISTORY     - 1956     MONUMENTED       CGS
 QK0587  HISTORY     - 1977     GOOD             NGS
 QK0587
 QK0587                          STATION DESCRIPTION
 QK0587
 QK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0587'THE STATION IS ON A CONCRETE PIER ABOUT 2 MILES NORTHEAST OF
 QK0587'THE CHEBOYGAN
 QK0587'SHORE.  THE LIGHT IS DESCRIBED IN THE COAST GUARD LIGHT LIST AS NO.
 QK0587'826.
 QK0587'
 QK0587'THE STATION WAS NOT VISITED BY THIS PARTY.
 QK0587'
 QK0587'DESCRIBED BY J.A. NELSON
 QK0587
 QK0587                          STATION RECOVERY (1977)
 QK0587
 QK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0587'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0689 ***********************************************************************
 NF0689  DESIGNATION -  FOX
 NF0689  PID         -  NF0689
 NF0689  STATE/COUNTY-  MI/ALLEGAN
 NF0689  USGS QUAD   -  MARTIN (1982)
 NF0689
 NF0689                         *CURRENT SURVEY CONTROL
 NF0689  ___________________________________________________________________
 NF0689* NAD 83(1994)-  42 37 12.98906(N)    085 38 28.60604(W)     ADJUSTED  
 NF0689* NAVD 88     -       269.743  (meters)     884.98   (feet)  ADJUSTED  
 NF0689  ___________________________________________________________________
 NF0689  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 NF0689  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NF0689  DYNAMIC HT  -         269.667 (meters)     884.73  (feet)  COMP
 NF0689  MODELED GRAV-     980,332.6   (mgal)                       NAVD 88
 NF0689
 NF0689  HORZ ORDER  -  FIRST
 NF0689  VERT ORDER  -  SECOND    CLASS 0
 NF0689
 NF0689.The horizontal coordinates were established by classical geodetic methods
 NF0689.and adjusted by the National Geodetic Survey in February 1997..
 NF0689
 NF0689.The orthometric height was determined by differential leveling
 NF0689.and adjusted by the National Geodetic Survey in June 1991..
 NF0689
 NF0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0689
 NF0689.The geoid height was determined by GEOID03.
 NF0689
 NF0689.The dynamic height is computed by dividing the NAVD 88
 NF0689.geopotential number by the normal gravity value computed on the
 NF0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0689.degrees latitude (g = 980.6199 gals.).
 NF0689
 NF0689.The modeled gravity was interpolated from observed gravity values.
 NF0689
 NF0689;                    North         East     Units Scale Factor Converg.
 NF0689;SPC MI S     -   125,228.538 3,895,441.740   MT  0.99991750   -0 52 02.7
 NF0689;SPC MI S     -   410,854.78 12,780,320.67   iFT  0.99991750   -0 52 02.7
 NF0689;UTM  16      - 4,719,543.078   611,427.488   MT  0.99975276   +0 55 12.5
 NF0689
 NF0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0689!SPC MI S     -   0.99996293  x   0.99991750  =   0.99988043
 NF0689!UTM  16      -   0.99996293  x   0.99975276  =   0.99971570
 NF0689
 NF0689|---------------------------------------------------------------------|
 NF0689| PID    Reference Object                     Distance      Geod. Az  |
 NF0689|                                                           dddmmss.s |
 NF0689| CH0209 FOX RM 1                                           19150     |
 NF0689| CH0210 FOX RM 2                             39.290 METERS 30214     |
 NF0689| NF0756 DIAS                                APPROX.19.6 KM 3575413.9 |
 NF0689|---------------------------------------------------------------------|
 NF0689
 NF0689                          SUPERSEDED SURVEY CONTROL
 NF0689
 NF0689  NAD 83(1986)-  42 37 12.98982(N)    085 38 28.62157(W) AD(       ) 1
 NF0689  NAD 27      -  42 37 12.87270(N)    085 38 28.55357(W) AD(       ) 1
 NF0689  NGVD 29 (??/??/92)  269.873  (m)          885.41   (f) ADJ UNCH    2 0
 NF0689
 NF0689.Superseded values are not recommended for survey control.
 NF0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0689.See file dsdata.txt to determine how the superseded data were derived.
 NF0689
 NF0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1142719543(NAD 83)
 NF0689_MARKER: DS = TRIANGULATION STATION DISK
 NF0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0689_STAMPING: FOX 1931
 NF0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0689+STABILITY: SURFACE MOTION
 NF0689
 NF0689  HISTORY     - Date     Condition        Report By
 NF0689  HISTORY     - 1931     MONUMENTED       CGS
 NF0689  HISTORY     - 1948     GOOD             NGS
 NF0689  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0689  HISTORY     - 1981     GOOD             MIDH
 NF0689  HISTORY     - 1983     GOOD             USPSQD
 NF0689  HISTORY     - 1987     GOOD             USPSQD
 NF0689  HISTORY     - 1989     GOOD             USPSQD
 NF0689
 NF0689                          STATION DESCRIPTION
 NF0689
 NF0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 NF0689'ABOUT 3.7 MILES SOUTH OF BRADLEY,
 NF0689'ON EAST SIDE OF
 NF0689'U.S. ROUTE 131, ON PROPERTY OWNED BY HAROLD FOX.  TO REACH
 NF0689'FROM BRADLEY GO SOUTH 0.7 MILE ON
 NF0689'ROUTE 131 TO VACANT FARM WITH NEW RED BARN ON
 NF0689'EAST SIDE OF ROAD.  STATION IS IN FARMYARD, IN LINE
 NF0689'WITH SOUTH FACE OF NEW RED BARN,
 NF0689'5.62 METERS (18.4 FEET) WEST OF SOUTHWEST CORNER OF BARN, 43.9 METERS
 NF0689'(144 FEET) EAST-SOUTHEAST OF
 NF0689'SOUTHEAST CORNER OF VACANT HOUSE, AND ABOUT 96 METERS (315
 NF0689'FEET) EAST OF CENTER LINE OF HIGHWAY
 NF0689'131.  SURFACE AND UNDERGROUND MARKS ARE
 NF0689'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND
 NF0689'7A.  REFERENCE MARKS ARE
 NF0689'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 NF0689'TELEPHONE LINE RIGHT- OF-WAY,
 NF0689'DIRECTLY OPPOSITE NO PARKING ON PAVEMENT SIGN ON EAST OF HIGHWAY,
 NF0689'8 METERS (26 FEET) WEST OF
 NF0689'CENTER LINE OF ROUTE 131, ABOUT 50 METERS (164 FEET)
 NF0689'NORTH OF MAIL BOX ON WEST SIDE OF HIGHWAY
 NF0689'OPPOSITE T-INTERSECTION OF DIRT ROAD WITH
 NF0689'ROUTE 131, AND 1/3 MILE FROM STATION IN AZIMUTH 11 DEG 49
 NF0689'MIN 40 SEC.  NO. 2 IS IN FARMYARD, AT
 NF0689'SOUTHWEST CORNER OF CONCRETE FORM FOR WINDMILL, 4.75 METERS (15.6
 NF0689'FEET) EAST OF NORTHEAST CORNER
 NF0689'OF VACANT HOUSE, AND 39.29 METERS (128.9 FEET) FROM STATION IN
 NF0689'AZIMUTH 122 DEG. 14 MIN.
 NF0689
 NF0689                          STATION RECOVERY (1948)
 NF0689
 NF0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NF0689'0.7 MI S FROM BRADLEY.
 NF0689'0.7 MILE SOUTH ALONG U.S. HIGHWAY 131 FROM THE MAIN CROSSROADS
 NF0689'AND POST OFFICE AT BRADLEY, ABOUT 125 YARDS NORTHEAST OF THE T
 NF0689'JUNCTION OF A GRAVEL ROAD WEST, 278 FEET EAST OF THE CENTER LINE
 NF0689'OF THE HIGHWAY, 18.5 FEET WEST OF THE SOUTHWEST CORNER OF A
 NF0689'HILL TOP RED BARN, IN LINE WITH THE SOUTH FACE OF THE BARN, 2
 NF0689'FEET SOUTH OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF
 NF0689'A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 NF0689
 NF0689                          STATION RECOVERY (1969)
 NF0689
 NF0689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (CRL)
 NF0689'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO BE IN
 NF0689'GOOD CONDITION.  REFERENCE MARK
 NF0689'NO. 1 IS 22 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE KEN
 NF0689'LAWTHER HOME, 26 FEET WEST OF THE
 NF0689'CENTERLINE OF 129TH AVE. AND PROJECTS 4 INCHES.
 NF0689'
 NF0689'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.7 MILE SOUTH OF
 NF0689'BRADLEY
 NF0689
 NF0689                          STATION RECOVERY (1981)
 NF0689
 NF0689'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF0689'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 NF0689'DESCRIBED.
 NF0689'
 NF0689'THE ORIGINAL DESCRIPTION IS VALID WITH 2 EXCEPTIONS.  THE STATION IS
 NF0689'ABOUT 3.7 MILES SOUTH OF WAYLAND, 0.7 MILES SOUTH OF BRADLEY.  THE
 NF0689'SECOND EXCEPTION IS THAT THE ROAD SOUTH FROM BRADLEY IS 10TH STREET,
 NF0689'NOT US 131.
 NF0689
 NF0689                          STATION RECOVERY (1983)
 NF0689
 NF0689'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0689'RECOVERED IN GOOD CONDITION.
 NF0689
 NF0689                          STATION RECOVERY (1987)
 NF0689
 NF0689'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0689'RECOVERED IN GOOD CONDITION.
 NF0689
 NF0689                          STATION RECOVERY (1989)
 NF0689
 NF0689'RECOVERY NOTE BY US POWER SQUADRON 1989 (MBK)
 NF0689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0582 ***********************************************************************
 QM0582  DESIGNATION -  FOX
 QM0582  PID         -  QM0582
 QM0582  STATE/COUNTY-  MI/DICKINSON
 QM0582  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0582
 QM0582                         *CURRENT SURVEY CONTROL
 QM0582  ___________________________________________________________________
 QM0582* NAD 83(1994)-  45 49 13.53976(N)    088 02 41.77311(W)     ADJUSTED  
 QM0582* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 QM0582  ___________________________________________________________________
 QM0582  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 QM0582  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 QM0582
 QM0582  HORZ ORDER  -  FIRST
 QM0582
 QM0582.The horizontal coordinates were established by classical geodetic methods
 QM0582.and adjusted by the National Geodetic Survey in February 1997..
 QM0582
 QM0582.The orthometric height was scaled from a topographic map.
 QM0582
 QM0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0582
 QM0582.The geoid height was determined by GEOID03.
 QM0582
 QM0582;                    North         East     Units Scale Factor Converg.
 QM0582;SPC MI N     -   115,802.607 7,918,801.869   MT  0.99993555   -0 45 19.0
 QM0582;SPC MI N     -   379,929.81 25,980,321.09   iFT  0.99993555   -0 45 19.0
 QM0582;SPC WI N     -    74,531.105   751,913.934   MT  0.99996362   +1 24 37.2
 QM0582;SPC WI N     -   244,524.13  2,466,904.30   sFT  0.99996362   +1 24 37.2
 QM0582;UTM  16      - 5,074,626.965   418,826.888   MT  0.99968100   -0 44 57.9
 QM0582
 QM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0582!SPC MI N     -   0.99993060  x   0.99993555  =   0.99986615
 QM0582!SPC WI N     -   0.99993060  x   0.99996362  =   0.99989422
 QM0582!UTM  16      -   0.99993060  x   0.99968100  =   0.99961162
 QM0582
 QM0582|---------------------------------------------------------------------|
 QM0582| PID    Reference Object                     Distance      Geod. Az  |
 QM0582|                                                           dddmmss.s |
 QM0582| QM0585 FOX 1954 RM 1                        14.938 METERS 09351     |
 QM0582| CJ4975 FOX RM 2                             17.820 METERS 17223     |
 QM0582| QM0590 KINGSFORD HEIGHTS WATER TANK        APPROX. 3.3 KM 2434841.9 |
 QM0582| QM0588 IRON MTN WMIQ RADIO MAST            APPROX. 0.8 KM 2754948.3 |
 QM0582| QM0587 IRON MTN W AND M POWER CO MAST      APPROX. 3.2 KM 2952451.9 |
 QM0582| QM0589 IRON MTN PINE MTN ROTATING BCN      APPROX. 3.8 KM 2955701.4 |
 QM0582| QM0581 CLASH                               APPROX.15.9 KM 3432711.2 |
 QM0582|---------------------------------------------------------------------|
 QM0582
 QM0582                          SUPERSEDED SURVEY CONTROL
 QM0582
 QM0582  NAD 83(1994)-  45 49 13.53790(N)    088 02 41.77166(W) AD(       ) 1
 QM0582  NAD 83(1986)-  45 49 13.53953(N)    088 02 41.77087(W) AD(       ) 1
 QM0582  NAD 27      -  45 49 13.70000(N)    088 02 41.31400(W) AD(       ) 1
 QM0582
 QM0582.Superseded values are not recommended for survey control.
 QM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0582.See file dsdata.txt to determine how the superseded data were derived.
 QM0582
 QM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1882774627(NAD 83)
 QM0582_MARKER: DS = TRIANGULATION STATION DISK
 QM0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0582+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2001
 QM0582
 QM0582  HISTORY     - Date     Condition        Report By
 QM0582  HISTORY     - 1954     MONUMENTED       CGS
 QM0582  HISTORY     - 20011108 GOOD             MIDT
 QM0582  HISTORY     - 20031017 GOOD             USPSQD
 QM0582
 QM0582                          STATION DESCRIPTION
 QM0582
 QM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0582'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1.3 MILES
 QM0582'EAST OF THE MAIN STREET OF IRON MOUNTAIN, AND JUST WEST OF THE
 QM0582'FOX, STATE FOREST SERVICE LOOKOUT TOWER.  IT IS 24 FEET WEST
 QM0582'OF DRIVEWAY, 28 FEET NORTHWEST OF TELEPHONE POLE, 39 FEET
 QM0582'WEST-NORTHWEST OF THE NORTHWEST LEG OF LOOKOUT TOWER, AND
 QM0582'5 FEET NORTHEAST OF WITNESS POST.  THE MARK PROJECTS 2 INCHES
 QM0582'AND THE DISK IS STAMPED FOX 1954.
 QM0582'
 QM0582'REFERENCE MARK NO. 1 IS SET AT THE CENTER OF THE BASE OF THE
 QM0582'LOOKOUT TOWER.  THE MARK IS SET FLUSH AND THE DISK IS STAMPED
 QM0582'FOX NO 1 1954.
 QM0582'
 QM0582'REFERENCE MARK NO. 2 IS 43 FEET SOUTHWEST OF DRIVEWAY, 34 FEET
 QM0582'SOUTHWEST OF TELEPHONE POLE, AND 54 FEET SOUTHWEST OF THE
 QM0582'SOUTHWEST LEG OF LOOKOUT TOWER.  THE MARK PROJECTS 6 INCHES AND
 QM0582'THE DISK IS STAMPED FOX NO 2 1954.
 QM0582'
 QM0582'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 QM0582'
 QM0582'A TRAVERSE CONNECTION WAS MADE TO FOX NO 1 AND THE DISTANCE
 QM0582'IS SHOWN ABOVE.
 QM0582'
 QM0582'TO REACH FROM THE INTERSECTION OF STEPHENSON STREET (MAIN
 QM0582'STREET) AND EAST B STREET IN IRON MOUNTAIN, GO EAST ON EAST
 QM0582'B STREET FOR 0.6 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE
 QM0582'EASTERLY, THENCE NORTH, THENCE WEST FOR 0.7 MILE TO TOP OF
 QM0582'HILL TO FOX, STATE FOREST SERVICE LOOKOUT TOWER AND STATION
 QM0582'AS DESCRIBED.
 QM0582'
 QM0582'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 QM0582
 QM0582                          STATION RECOVERY (2001)
 QM0582
 QM0582'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QM0582'RM 1 IS NOT ACCESSIBLE, TOWER BASE IS FENCED OFF. STATION AND RM 2
 QM0582'HAVE WITNESS POSTS NEARBY.  ON A PROMINENT HILL IN IRON MOUNTAIN KNOWN
 QM0582'AS MILLIE HILL AND INUNDATED WITH COMMUNICATIONS TOWERS.
 QM0582
 QM0582                          STATION RECOVERY (2003)
 QM0582
 QM0582'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0582'RM 2 FOUND WITH DISK INTACT ATOP OF CEMENT POST WHICH IS TILTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1444 ***********************************************************************
 NE1444  DESIGNATION -  FOX
 NE1444  PID         -  NE1444
 NE1444  STATE/COUNTY-  MI/WAYNE
 NE1444  USGS QUAD   -  INKSTER (1983)
 NE1444
 NE1444                         *CURRENT SURVEY CONTROL
 NE1444  ___________________________________________________________________
 NE1444* NAD 83(1994)-  42 22 19.82865(N)    083 15 35.79034(W)     ADJUSTED  
 NE1444* NAVD 88     -       191.1    (meters)     627.     (feet)  VERTCON   
 NE1444  ___________________________________________________________________
 NE1444  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 NE1444  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NE1444
 NE1444  HORZ ORDER  -  FIRST
 NE1444
 NE1444.The horizontal coordinates were established by classical geodetic methods
 NE1444.and adjusted by the National Geodetic Survey in February 1997..
 NE1444
 NE1444.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1444
 NE1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1444
 NE1444.The geoid height was determined by GEOID03.
 NE1444
 NE1444;                    North         East     Units Scale Factor Converg.
 NE1444;SPC MI S     -    97,478.378 4,091,149.276   MT  0.99994668   +0 45 11.4
 NE1444;SPC MI S     -   319,810.95 13,422,405.76   iFT  0.99994668   +0 45 11.4
 NE1444;UTM  17      - 4,693,573.523   313,927.062   MT  1.00002601   -1 31 24.6
 NE1444
 NE1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1444!SPC MI S     -   0.99997540  x   0.99994668  =   0.99992208
 NE1444!UTM  17      -   0.99997540  x   1.00002601  =   1.00000141
 NE1444
 NE1444:                Primary Azimuth Mark                     Grid Az
 NE1444:SPC MI S     -  DETROIT RADIO STA WTET FM MAST           065 50 55.5
 NE1444:UTM  17      -  DETROIT RADIO STA WTET FM MAST           068 07 31.5
 NE1444
 NE1444|---------------------------------------------------------------------|
 NE1444| PID    Reference Object                     Distance      Geod. Az  |
 NE1444|                                                           dddmmss.s |
 NE1444| NE1374 DETROIT RADIO STA WTET FM MAST      APPROX. 1.5 KM 0663606.9 |
 NE1444| CH1445 ROUGE PARK 28 353                                  08531     |
 NE1444| NE1362 DETROIT HERMAN GARDENS NW STK       APPROX. 4.6 KM 1110147.9 |
 NE1444| CH1446 ROUGE PARK S                                       16623     |
 NE1444| NE1440 ROUGE PARK DCS 1960                   1.764 METERS 16643     |
 NE1444| NE1441 ROUGE                               APPROX. 3.3 KM 1700636.5 |
 NE1444| CH0211 FOX RM 1                                           22423     |
 NE1444|---------------------------------------------------------------------|
 NE1444
 NE1444                          SUPERSEDED SURVEY CONTROL
 NE1444
 NE1444  NAD 83(1986)-  42 22 19.83542(N)    083 15 35.81913(W) AD(       ) 1
 NE1444  NAD 27      -  42 22 19.70362(N)    083 15 36.07556(W) AD(       ) 1
 NE1444  NGVD 29 (07/19/86)  191.2    (m)          627.     (f) VERT ANG       
 NE1444
 NE1444.Superseded values are not recommended for survey control.
 NE1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1444.See file dsdata.txt to determine how the superseded data were derived.
 NE1444
 NE1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1392793574(NAD 83)
 NE1444
 NE1444  HISTORY     - Date     Condition        Report By
 NE1444  HISTORY     - 1964     MONUMENTED       CGS
 NE1444  HISTORY     - 1968     SEE DESCRIPTION  USGS
 NE1444  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NE1444  HISTORY     - 19990325 MARK NOT FOUND   USPSQD
 NE1444
 NE1444                          STATION DESCRIPTION
 NE1444
 NE1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1444'THE STATION IS LOCATED IN THE NORTH SECTION OF ROUGE PARK, NEAR THE
 NE1444'WEST EDGE OF DETROIT ABOUT
 NE1444'0.1 MILE NORTHEAST OF THE INTERSECTION OF PLYMOUTH ROAD (STATE
 NE1444'HIGHWAY 14) AND WEST OUTER DRIVE.  IT
 NE1444'IS A U.S.C. AND G.S. TRIANGULATION STATION DISK CEMENTED IN A
 NE1444'DRILL HOLE IN A SLAB OF CONCRETE 2 BY 12
 NE1444'FEET PROJECTING ABOUT 12 INCHES, 70 FEET SOUTH
 NE1444'OF A 16 INCH ELM TREE, 164 FEET NORTH OF THE NORTH CURB OF
 NE1444'PLYMOUTH ROAD AND 249 FEET EAST OF
 NE1444'THE EAST CURB OF WEST OUTER DRIVE.  THE DISK IS STAMPED FOX 1964.
 NE1444'
 NE1444'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK CEMENTED IN A
 NE1444'DRILL HOLE IN THE SIDEWALK
 NE1444'ABOUT 100 FEET SOUTHWEST OF THE INTERSECTION OF PLYMOUTH ROAD AND
 NE1444'WEST OUTER DRIVE.  IT IS 1 FOOT
 NE1444'WEST OF THE EAST EDGE OF THE SIDEWALK, 28 FEET WEST OF THE WEST CURB
 NE1444'OF THE SOUTH LANE OF WEST OUTER DRIVE,
 NE1444'16 FEET SOUTHWEST OF A STREET LAMP POLE, 30 FEET
 NE1444'SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL BRICK
 NE1444'BUILDING AND 77 FEET SOUTH OF THE
 NE1444'SOUTH CURB OF PLYMOUTH ROAD.  THE DISK IS STAMPED FOX NO 1 1964.
 NE1444'
 NE1444'ROUGE PARK E IS A CITY OF DETROIT SURVEY DISK SET IN AN 8 BY 8 INCH
 NE1444'CONCRETE POST ABOUT 12
 NE1444'INCHES UNDERGROUND.  IT IS AT THE WEST EDGE OF A BRUSH THICKET, 71
 NE1444'FEET SOUTHEAST OF A 16 INCH ELM
 NE1444'TREE AND 163 NORTH OF THE NORTH CURB OF PLYMOUTH ROAD.  THE
 NE1444'DISK IS STAMPED NO 28 353.
 NE1444'
 NE1444'ROUGE PARK S IS A CITY OF DETROIT SURVEY DISK SET IN THE TOP OF AN 8
 NE1444'BY 8 INCH CONCRETE POST AND
 NE1444'IS ABOUT 8 INCHES UNDERGROUND.  IT IS AT THE WEST EDGE OF THICK
 NE1444'BRUSH, 104 FEET SOUTH OF THE 16 INCH
 NE1444'ELM TREE AND 132 FEET NORTH OF THE NORTH CURB OF PLYMOUTH
 NE1444'ROAD.  THE DISK IS UNSTAMPED.
 NE1444'
 NE1444'ROUGE PARK (DCS) IS A 1-1/2 BY 1-1/2 INCH WOOD STAKE WITH A NAIL IN
 NE1444'THE TOP.  IT IS 74 FEET SOUTH OF
 NE1444'THE ELM TREE AND 4 FEET SOUTH OF THE CONCRETE SLAB.
 NE1444'
 NE1444'HEIGHT OF LIGHT ABOVE STATION MARK 30.04 METERS.
 NE1444
 NE1444                          STATION RECOVERY (1968)
 NE1444
 NE1444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JAF)
 NE1444'AREA DESCRIBED IS A GRASS FIELD WHICH WAS CUT SHORT AT THE
 NE1444'TIME OF SEARCH AND
 NE1444'IF THE MARKER IS 12 INCHES IN HEIGHT IT
 NE1444'SHOULD HAVE BEEN EASILY FOUND BUT IT
 NE1444'WAS NOT FOUND.
 NE1444'
 NE1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- WEST END OF DETROIT
 NE1444
 NE1444                          STATION RECOVERY (1969)
 NE1444
 NE1444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NE1444'THE STATION MARK, REFERENCE MARK 1 AND THE 2 CITY SURVEY MARKERS
 NE1444'WERE FOUND AS
 NE1444'DESCRIBED AND IN GOOD CONDITION.  THE WOOD STAKE ROUGE
 NE1444'PARK (DGS) HAS BEEN HIT AND
 NE1444'DISTURBED.  A METAL WITNESS POST WAS SET 1
 NE1444'FOOT NORTH OF THE CONCRETE SLAB AND 2 FEET
 NE1444'NORTH OF THE STATION MARK.
 NE1444'THE DESCRIPTION TO THIS STATION IS VERY GOOD.
 NE1444'
 NE1444'NOTE- THIS STATION WAS REPORTED AS NOT FOUND BY THE USGS IN 1969.
 NE1444'
 NE1444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT DETROIT
 NE1444
 NE1444                          STATION RECOVERY (1999)
 NE1444
 NE1444'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1231 ***********************************************************************
 RJ1231  DESIGNATION -  FOX
 RJ1231  PID         -  RJ1231
 RJ1231  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1231  USGS QUAD   -  SENEY (1972)
 RJ1231
 RJ1231                         *CURRENT SURVEY CONTROL
 RJ1231  ___________________________________________________________________
 RJ1231* NAD 83(1994)-  46 20 23.57153(N)    085 56 06.21572(W)     ADJUSTED  
 RJ1231* NAVD 88     -       243.9    (meters)     800.     (feet)  VERTCON   
 RJ1231  ___________________________________________________________________
 RJ1231  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 RJ1231  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 RJ1231
 RJ1231  HORZ ORDER  -  FIRST
 RJ1231
 RJ1231.The horizontal coordinates were established by classical geodetic methods
 RJ1231.and adjusted by the National Geodetic Survey in February 1997..
 RJ1231
 RJ1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1231
 RJ1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1231
 RJ1231.The geoid height was determined by GEOID03.
 RJ1231
 RJ1231;                    North         East     Units Scale Factor Converg.
 RJ1231;SPC MI N     -   173,551.766 8,081,976.817   MT  0.99990329   +0 46 11.0
 RJ1231;SPC MI N     -   569,395.56 26,515,671.97   iFT  0.99990329   +0 46 11.0
 RJ1231;UTM  16      - 5,132,362.758   581,954.203   MT  0.99968256   +0 46 13.7
 RJ1231
 RJ1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1231!SPC MI N     -   0.99996728  x   0.99990329  =   0.99987058
 RJ1231!UTM  16      -   0.99996728  x   0.99968256  =   0.99964985
 RJ1231
 RJ1231|---------------------------------------------------------------------|
 RJ1231| PID    Reference Object                     Distance      Geod. Az  |
 RJ1231|                                                           dddmmss.s |
 RJ1231| CH1152 FOX RM 1                             18.065 METERS 08348     |
 RJ1231| RJ0444 SENEY                                16.810 METERS 09310     |
 RJ1231| RJ1232 SENEY LOOKOUT TOWER 1965             16.715 METERS 09625     |
 RJ1231| CH1151 FOX AZ MK                                          1194735.3 |
 RJ1231| RJ0445 SENEY RM 1                           30.934 METERS 23251     |
 RJ1231|---------------------------------------------------------------------|
 RJ1231
 RJ1231                          SUPERSEDED SURVEY CONTROL
 RJ1231
 RJ1231  NAD 83(1986)-  46 20 23.56561(N)    085 56 06.21305(W) AD(       ) 1
 RJ1231  NAD 27      -  46 20 23.63934(N)    085 56 05.71590(W) AD(       ) 1
 RJ1231  NGVD 29 (07/19/86)  243.9    (m)          800.     (f) VERT ANG       
 RJ1231
 RJ1231.Superseded values are not recommended for survey control.
 RJ1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1231.See file dsdata.txt to determine how the superseded data were derived.
 RJ1231
 RJ1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8195432363(NAD 83)
 RJ1231_MARKER: DS = TRIANGULATION STATION DISK
 RJ1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1231_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1231_STAMPING: FOX 1965
 RJ1231_MARK LOGO: CGS   
 RJ1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1231+STABILITY: SURFACE MOTION
 RJ1231
 RJ1231  HISTORY     - Date     Condition        Report By
 RJ1231  HISTORY     - 1965     MONUMENTED       CGS
 RJ1231  HISTORY     - 1971     GOOD             USGS
 RJ1231  HISTORY     - 1975     GOOD             NGS
 RJ1231  HISTORY     - 1976     GOOD             MIDH
 RJ1231  HISTORY     - 19950207 GOOD             LOCENG
 RJ1231
 RJ1231                          STATION DESCRIPTION
 RJ1231
 RJ1231'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1231'THE STATION IS LOCATED ALONG THE WEST SIDE OF THE SENEY LOOKOUT
 RJ1231'TOWER, ABOUT 1/2 MILE
 RJ1231'SOUTHEAST OF SENEY.
 RJ1231'
 RJ1231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 IS
 RJ1231'SENEY, GO EAST ON HIGHWAY 28
 RJ1231'FOR 0.8 MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A RAILROAD
 RJ1231'TRACK.  TURN RIGHT AND GO SOUTH ON A
 RJ1231'DIRT ROAD FOR 0.4 MILE TO THE SENEY LOOKOUT TOWER
 RJ1231'AND THE STATION.
 RJ1231'
 RJ1231'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A DIRT ROAD
 RJ1231'FOR 0.1 MILE TO A DIRT ROAD ON
 RJ1231'THE LEFT.  TURN LEFT AND GO EASTERLY ON THE DIRT ROAD FOR 0.15 MILE
 RJ1231'TO A LONE 24 INCH PINE TREE ON THE
 RJ1231'RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 RJ1231'
 RJ1231'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1965.  THE SURFACE DISK
 RJ1231'IS SET IN A ROUND CONCRETE
 RJ1231'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 102 FEET NORTHEAST OF A
 RJ1231'METAL WITNESS POST, AND THE NORTH
 RJ1231'CONCRETE FOOTING OF THE OLD LOOKOUT TOWER, 47 FEET WEST-
 RJ1231'NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT
 RJ1231'TOWER, AND 45.3 FEET WEST-SOUTHWEST OF THE
 RJ1231'NORTHWEST LEG OF THE LOOKOUT TOWER.  THE UNDERGROUND DISK IS SET
 RJ1231'IN AN IRREGULAR MASS OF CONCRETE 42
 RJ1231'INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1231'
 RJ1231'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED FOX NO 1 1965, IS SET
 RJ1231'IN A ROUND CONCRETE MONUMENT WHICH
 RJ1231'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 13.9 FEET EAST OF
 RJ1231'THE NORTHWEST LEG OF THE LOOKOUT
 RJ1231'TOWER, AND 6.4 FEET WEST-NORTHWEST OF THE NORTHEAST LEG
 RJ1231'OF THE LOOKOUT TOWER.
 RJ1231'
 RJ1231'SENEY (USLS) 1920 IS A 1/2 INCH BOLT SET IN THE TOP OF AN 8 X 10 INCH
 RJ1231'CONCRETE POST THAT IS 12 INCHES
 RJ1231'UNDERGROUND, UNDER THE SENEY LOOKOUT TOWER.  IT IS 16.3 FEET
 RJ1231'NORTHEAST OF THE SOUTHWEST LEG OF THE
 RJ1231'LOOKOUT TOWER, 15.6 FEET NORTHWEST OF THE SOUTHEAST LEG OF
 RJ1231'THE LOOKOUT TOWER, 12 FEET SOUTHEAST OF THE
 RJ1231'NORTHWEST LEG OF THE LOOKOUT TOWER, AND 11.4
 RJ1231'FEET SOUTHWEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.
 RJ1231'NOTE- THE UNDERGROUND MONUMENT OF THIS
 RJ1231'STATION WAS NOT INSPECTED AT THIS TIME.
 RJ1231'
 RJ1231'SENEY (USLS) REFERENCE MARK NO. 1 IS A STANDARD LAKE SURVEY REFERENCE
 RJ1231'MARK DISK STAMPED SENEY NO 1
 RJ1231'1920 147.94.  IT IS CEMENTED IN A DRILLED HOLE IN AN IRREGULAR MASS
 RJ1231'OF CONCRETE WHICH IS THE REMAINS OF
 RJ1231'THE NORTH CONCRETE FOOTING OF THE OLD 3 LEGGED
 RJ1231'LOOKOUT TOWER.  IT IS 134 FEET SOUTHWEST OF THE
 RJ1231'SOUTHWEST LEG OF THE LOOKOUT TOWER, 1.5
 RJ1231'FEET NORTHWEST OF THE METAL WITNESS POST.
 RJ1231'
 RJ1231'AZIMUTH MARK IS A STANDARD DISK STAMPED FOX 1965, IS SET IN A ROUND
 RJ1231'CONCRETE MONUMENT WHICH PROJECTS 3
 RJ1231'INCHES.  IT IS 286 FEET SOUTH-SOUTHEAST OF THE CENTER OF A TRACK
 RJ1231'ROAD, 212 FEET SOUTHEAST OF A LONE
 RJ1231'24 INCH PINE TREE, AND 2 FEET WEST OF A METAL WITNESS
 RJ1231'POST.
 RJ1231'
 RJ1231'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1231
 RJ1231                          STATION RECOVERY (1971)
 RJ1231
 RJ1231'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1231'FOX AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1231'
 RJ1231'DISTANCES AND DIRECTIONS CHECKED O.K.
 RJ1231'
 RJ1231'ORIGINAL DESCRIPTION IS ADEQUATE.
 RJ1231
 RJ1231                          STATION RECOVERY (1975)
 RJ1231
 RJ1231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RJ1231'NO MEASUREMENT BETWEEN THE MARKS DUE TO HEAVY BRUSH ON LINE.
 RJ1231'
 RJ1231'THE STATION MARK, REFERENCE MARKS, AZIMUTH MARK AND STATION SENEY
 RJ1231'USLS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL
 RJ1231'DIRECTIONS AND THE DISTANCE TO THE REFERENCE MARKS, STATION SENEY
 RJ1231'USLS AND THE AZIMUTH MARK CHECKED THE 1965 OBSERVATIONS
 RJ1231'ADEQUATELY.  A NEW DESCRIPTION FOLLOWS.
 RJ1231'
 RJ1231'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF SENEY AND ON LAND
 RJ1231'OWNED BY THE MICHIGAN STATE FOREST SERVICE, MR. JOHN MATTSON,
 RJ1231'SUPERVISOR, AREA 4, SENEY FOREST OFFICE, SENEY, MICHIGAN.
 RJ1231'
 RJ1231'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RJ1231'IN SENEY, GO EAST ON STATE HIGHWAY 28 FOR FOR 0.8 MILE TO A DIRT
 RJ1231'ROAD ON THE RIGHT, JUST AFTER CROSSING RAILROAD TRACKS, TURN RIGHT
 RJ1231'AND GO SOUTHWEST AND SOUTH ON THE DIRT ROAD FOR 0.3 MILE TO A FORK,
 RJ1231'KEEP LEFT FORK AND GO SOUTH FOR 0.1 MILE TO A SANDY KNOLL AND
 RJ1231'THE STATION ON THE RIGHT, CONTINUE SOUTH ON A SAND ROAD FOR
 RJ1231'0.2 MILE TO A SAND ROAD LEFT, TURN LEFT AND GO EAST FOR 0.1 MILE TO
 RJ1231'THE AZIMUTH MARK ON THE RIGHT.
 RJ1231'
 RJ1231'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1965.  THE SURFACE DISK
 RJ1231'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 RJ1231'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET WEST OF
 RJ1231'A CONCRETE SLAB, 5 FEET SOUTH OF A METAL WITNESS POST AND ON THE
 RJ1231'HIGHEST PART OF SANDY KNOLL.  THE UNDERGROUND DISK IS SET IN THE
 RJ1231'TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 RJ1231'SURFACE.
 RJ1231'
 RJ1231'STATION SENEY, A 1/2 INCH BOLT SET IN THE TOP OF AN 8 BY 10-INCH
 RJ1231'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE AND HAS
 RJ1231'USLS 1920 INSCRIBED ON TOP.  IT IS 16 FEET NORTHEAST OF THE
 RJ1231'SOUTHWEST CONCRETE SLAB.
 RJ1231'
 RJ1231'REFERENCE MARK 1, A STANDARD DISK STAMPED FOX NO 1 1965, IS SET IN
 RJ1231'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 RJ1231'WITH THE GROUND SURFACE.  IT IS 6 FEET WEST-NORTHWEST OF A CONCRETE
 RJ1231'SLAB.
 RJ1231'
 RJ1231'SENEY USLS REFERENCE MARK 1, A STANDARD U.S. CORPS OF ENGINEERS DISK
 RJ1231'STAMPED SENEY NO 1 1920 147.94, SET IN THE TOP OF A ROUND CONCRETE
 RJ1231'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET WEST
 RJ1231'OF A METAL WITNESS POST.
 RJ1231'
 RJ1231'AZIMUTH MARK, A STANDARD DISK STAMPED FOX 1965, SET IN THE TOP OF A
 RJ1231'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE
 RJ1231'GROUND SURFACE.  IT IS 280 FEET SOUTHEAST OF THE SAND ROAD AND 2
 RJ1231'FEET WEST OF A METAL WITNESS POST.
 RJ1231'
 RJ1231'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE
 RJ1231'SOUTHEAST OF SENEY.
 RJ1231'
 RJ1231'HEIGHT OF LIGHT ABOVE STATION MARK 99.6 FEET.
 RJ1231
 RJ1231                          STATION RECOVERY (1976)
 RJ1231
 RJ1231'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (THP)
 RJ1231'FOX 1965 RECOVERED GOOD.
 RJ1231'
 RJ1231'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX 1 MILE SE OF
 RJ1231'SENEY, MICHIGAN.
 RJ1231
 RJ1231                          STATION RECOVERY (1995)
 RJ1231
 RJ1231'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RJ1231'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0585 ***********************************************************************
 QM0585  DESIGNATION -  FOX 1954 RM 1
 QM0585  PID         -  QM0585
 QM0585  STATE/COUNTY-  MI/DICKINSON
 QM0585  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0585
 QM0585                         *CURRENT SURVEY CONTROL
 QM0585  ___________________________________________________________________
 QM0585* NAD 83(1994)-  45 49 13.50733(N)    088 02 41.08268(W)     ADJUSTED  
 QM0585* NAVD 88     -       477.     (meters)    1565.     (feet)  SCALED    
 QM0585  ___________________________________________________________________
 QM0585  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 QM0585  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 QM0585
 QM0585  HORZ ORDER  -  SECOND
 QM0585
 QM0585.The horizontal coordinates were established by classical geodetic methods
 QM0585.and adjusted by the National Geodetic Survey in February 1997..
 QM0585
 QM0585.The orthometric height was scaled from a topographic map.
 QM0585
 QM0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0585
 QM0585.The geoid height was determined by GEOID03.
 QM0585
 QM0585;                    North         East     Units Scale Factor Converg.
 QM0585;SPC MI N     -   115,801.409 7,918,816.758   MT  0.99993555   -0 45 18.5
 QM0585;SPC MI N     -   379,925.88 25,980,369.94   iFT  0.99993555   -0 45 18.5
 QM0585;SPC WI N     -    74,530.471   751,928.858   MT  0.99996362   +1 24 37.7
 QM0585;SPC WI N     -   244,522.05  2,466,953.26   sFT  0.99996362   +1 24 37.7
 QM0585;UTM  16      - 5,074,625.769   418,841.773   MT  0.99968097   -0 44 57.4
 QM0585
 QM0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QM0585!SPC MI N     -   0.99993060  x   0.99993555  =   0.99986615
 QM0585!SPC WI N     -   0.99993060  x   0.99996362  =   0.99989422
 QM0585!UTM  16      -   0.99993060  x   0.99968097  =   0.99961159
 QM0585
 QM0585                          SUPERSEDED SURVEY CONTROL
 QM0585
 QM0585  NAD 83(1994)-  45 49 13.50547(N)    088 02 41.08123(W) AD(       ) 2
 QM0585  NAD 83(1986)-  45 49 13.50710(N)    088 02 41.08044(W) AD(       ) 2
 QM0585  NAD 27      -  45 49 13.66800(N)    088 02 40.62400(W) AD(       ) 2
 QM0585
 QM0585.Superseded values are not recommended for survey control.
 QM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0585.See file dsdata.txt to determine how the superseded data were derived.
 QM0585
 QM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1884274626(NAD 83)
 QM0585_MARKER: 57 = LOOKOUT TOWER
 QM0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QM0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0585+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 QM0585
 QM0585  HISTORY     - Date     Condition        Report By
 QM0585  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0585  HISTORY     - 1980     GOOD             NGS
 QM0585  HISTORY     - 20011108 GOOD             MIDT
 QM0585  HISTORY     - 20031017 GOOD             USPSQD
 QM0585
 QM0585                          STATION DESCRIPTION
 QM0585
 QM0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0585'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1.3 MILES
 QM0585'EAST OF THE MAIN STREET IN IRON MOUNTAIN.  IT IS OF STEEL
 QM0585'CONSTRUCTION, HAS FOUR LEGS SET ON A CONCRETE FOUNDATION, AND
 QM0585'IS ABOUT 120 FEET HIGH.
 QM0585'
 QM0585'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FOX,
 QM0585'AND THE DISTANCE IS 14.938 METERS OR 49.00 FEET.
 QM0585'
 QM0585'TO REACH FROM THE INTERSECTION OF STEPHENSON STREET (MAIN
 QM0585'STREET) AND EAST B STREET IN IRON MOUNTAIN, GO EAST ON B STREET
 QM0585'FOR 0.6 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE EASTERLY,
 QM0585'THENCE NORTHERLY, THENCE WESTERLY FOR 0.7 MILE TO TOP OF HILL
 QM0585'AND STATION.
 QM0585
 QM0585                          STATION RECOVERY (1980)
 QM0585
 QM0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QM0585'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0585'
 QM0585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILE EAST
 QM0585'OF IRON MOUNTAIN.
 QM0585
 QM0585                          STATION RECOVERY (2001)
 QM0585
 QM0585'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QM0585'THE OLD FIRE TOWER (IN GOOD CONDITION) HAS BEEN CONVERTED TO A
 QM0585'PRIVATELY OWNED COMMUNICATIONS TOWER. THE BASE IS FENCED OFF.  RM 1 IS
 QM0585'BETWEEN THE 2 SMALL BUILDINGS AND. IT CAN BE SEEN FOR MILES AROUND
 QM0585'IRON MOUNTAIN.
 QM0585
 QM0585                          STATION RECOVERY (2003)
 QM0585
 QM0585'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QM0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1309 ***********************************************************************
 NE1309  DESIGNATION -  FOX LAKE
 NE1309  PID         -  NE1309
 NE1309  STATE/COUNTY-  MI/LAPEER
 NE1309  USGS QUAD   -  HADLEY (1991)
 NE1309
 NE1309                         *CURRENT SURVEY CONTROL
 NE1309  ___________________________________________________________________
 NE1309* NAD 83(1994)-  42 53 41.74816(N)    083 25 35.03525(W)     ADJUSTED  
 NE1309* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 NE1309  ___________________________________________________________________
 NE1309  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 NE1309  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NE1309
 NE1309  HORZ ORDER  -  FIRST
 NE1309
 NE1309.The horizontal coordinates were established by classical geodetic methods
 NE1309.and adjusted by the National Geodetic Survey in February 1997..
 NE1309
 NE1309.The orthometric height was scaled from a topographic map.
 NE1309
 NE1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1309
 NE1309.The geoid height was determined by GEOID03.
 NE1309
 NE1309;                    North         East     Units Scale Factor Converg.
 NE1309;SPC MI S     -   155,374.047 4,076,792.125   MT  0.99990689   +0 38 23.6
 NE1309;SPC MI S     -   509,757.37 13,375,302.25   iFT  0.99990689   +0 38 23.6
 NE1309;UTM  17      - 4,752,003.242   301,887.144   MT  1.00008287   -1 39 07.5
 NE1309
 NE1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1309!SPC MI S     -   0.99994879  x   0.99990689  =   0.99985569
 NE1309!UTM  17      -   0.99994879  x   1.00008287  =   1.00003166
 NE1309
 NE1309|---------------------------------------------------------------------|
 NE1309| PID    Reference Object                     Distance      Geod. Az  |
 NE1309|                                                           dddmmss.s |
 NE1309| NE1616 FOX LAKE RM 1                        18.377 METERS 12812     |
 NE1309| CH0212 FOX LAKE AZ MK                                     2692152.8 |
 NE1309| NE1617 FOX LAKE RM 2                        21.705 METERS 35527     |
 NE1309|---------------------------------------------------------------------|
 NE1309
 NE1309                          SUPERSEDED SURVEY CONTROL
 NE1309
 NE1309  NAD 83(1986)-  42 53 41.74792(N)    083 25 35.06743(W) AD(       ) 1
 NE1309  NAD 27      -  42 53 41.64691(N)    083 25 35.26271(W) AD(       ) 1
 NE1309
 NE1309.Superseded values are not recommended for survey control.
 NE1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1309.See file dsdata.txt to determine how the superseded data were derived.
 NE1309
 NE1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0188752003(NAD 83)
 NE1309_MARKER: DS = TRIANGULATION STATION DISK
 NE1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1309_SP_SET: SQUARE CONCRETE MONUMENT
 NE1309_STAMPING: FOX LAKE 1943
 NE1309_MARK LOGO: CGS   
 NE1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1309+STABILITY: SURFACE MOTION
 NE1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1309+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 NE1309
 NE1309  HISTORY     - Date     Condition        Report By
 NE1309  HISTORY     - 1943     MONUMENTED       CGS
 NE1309  HISTORY     - 1943     GOOD             CGS
 NE1309  HISTORY     - 1973     GOOD             LOCENG
 NE1309  HISTORY     - 1980     GOOD             MIDH
 NE1309  HISTORY     - 1980     GOOD             NGS
 NE1309  HISTORY     - 19800827 SEE DESCRIPTION  NGS
 NE1309  HISTORY     - 20060905 GOOD             INDIV
 NE1309
 NE1309                          STATION DESCRIPTION
 NE1309
 NE1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1309'THE STATION IS LOCATED ABOUT 4.0 MILES NE OF ORTONVILLE, 170 FEET S
 NE1309'OF THE INTERSECTION OF FOX LAKE ROAD
 NE1309'AND PADEROCK ROAD, 20 FEET W OF THE
 NE1309'CENTER LINE OF PADEROCK ROAD, 16
 NE1309'FEET N OF A TRIANGULAR-BLAZED
 NE1309'4-INCH ASH TREE, 12.6 FEET SW OF A
 NE1309'TRIANGULAR-BLAZED 4-INCH ASPEN
 NE1309'TREE, AND 5.6 FEET E OF A REFERENCE POST.  THE DISK
 NE1309'IS STAMPED
 NE1309'FOXLAKE 1943.
 NE1309'
 NE1309'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1309'DISKS SET IN CONCRETE.
 NE1309'
 NE1309'REFERENCE MARK 1 IS 60.19 FEET SE OF THE STATION, 15.6 FEET
 NE1309'E OF THE CENTER
 NE1309'LINE OF THE PADEROCK ROAD, 6 FEET NE OF A TRIANGULAR-
 NE1309'BLAZED 7-INCH OAK TREE, AND 1 FOOT
 NE1309'W OF A N-S FENCELINE.  THE
 NE1309'DISK IS STAMPED FOXLAKE NO 1 1943.
 NE1309'
 NE1309'REFERENCE MARK 2 IS 71.27 FEET N OF THE STATION, 99 FEET S
 NE1309'OF THE CENTER LINE
 NE1309'OF FOX LAKE ROAD, AND 32.6 FEET S OF A
 NE1309'TRIANGULAR-BLAZED 1-FOOT CHERRY TREE.
 NE1309'THE DISK IS STAMPED
 NE1309'FOXLAKE NO 2 1943.
 NE1309'
 NE1309'THE AZIMUTH MARK IS 1.0 MILE W OF THE STATION, ABOUT 150
 NE1309'YARDS N OF THE
 NE1309'A.J. HARRISON FARMHOUSE, 54 FEET S OF AN IRON GATE,
 NE1309'87 FEET S OF THE CENTER LINE OF
 NE1309'THE FOX LAKE ROAD, AND 10 FEET W
 NE1309'OF THE CENTER LINE OF A DRIVEWAY.  IT IS 1.2 FEET
 NE1309'E OF A N-S FENCELINE.
 NE1309'THE DISK IS STAMPED FOXLAKE 1943.
 NE1309'
 NE1309'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24
 NE1309'AND 21 IN THE SW
 NE1309'EDGE OF LAPEER, GO S ON STATE HIGHWAY 24 FOR 10.0
 NE1309'MILES TO THE BROCKER ROAD RIGHT,
 NE1309'HERE TURN RIGHT AND GO 4.4 MILES
 NE1309'TO THE JUNCTION OF HADLEY ROAD, HERE TURN LEFT ON
 NE1309'HADLEY ROAD AND
 NE1309'GO 0.95 MILE TO FOX LAKE ROAD RIGHT, HERE TURN RIGHT ON FOX LAKE
 NE1309'ROAD AND GO 1.6
 NE1309'MILES TO THE PADEROCK ROAD LEFT AND STATION AS
 NE1309'DESCRIBED.
 NE1309'
 NE1309'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON FOX LAKE
 NE1309'ROAD FOR 1.0 MILE
 NE1309'TO AN IRON GATE ON THE LEFT AND AZIMUTH MARK AS
 NE1309'DESCRIBED.
 NE1309'
 NE1309'A 37 FOOT TOWER IS NEEDED TO SEE THE AZIMUTH MARK.
 NE1309'
 NE1309'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NE1309
 NE1309                          STATION RECOVERY (1943)
 NE1309
 NE1309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 NE1309'RECOVERED IN GOOD CONDITION.
 NE1309
 NE1309                          STATION RECOVERY (1973)
 NE1309
 NE1309'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (JHM)
 NE1309'RECOVERED BY JH MILLER COMMONWEALTH ASSOC INC
 NE1309'
 NE1309'FOX LAKE 1943
 NE1309'MARK, REFERENCE MARKS AND AZIMUTH MARK FOUND AS DESCRIBED IN GOOD
 NE1309'CONDITION.
 NE1309
 NE1309                          STATION RECOVERY (1980)
 NE1309
 NE1309'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980
 NE1309'ALL MARKS INCLUDING THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION
 NE1309'THE TO REACH AND DESCRIPTION ARE ADEQUATE.  THE DISTANCES AND
 NE1309'DIRECTIONS WERE NOT CHECKED.
 NE1309
 NE1309                          STATION RECOVERY (1980)
 NE1309
 NE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 NE1309'STATION MARK, RM 1 AND 2 WERE FOUND AND IN GOOD CONDITION.  THE
 NE1309'AZIMUTH MARK WAS NOT SEARCHED FOR AS ROAD TO MARK WAS NOT ACCESSIBLE
 NE1309'BY TRUCK OTHER THAN A 4 WHEEL DRIVE.  THE ANGLE BETWEEN THE REFERENCE
 NE1309'MARKS WAS VERIFIED.  THE DISTANCE TO RM 1 WAS LONGER BY 0.10
 NE1309'FT.  RM 2 WAS FOUND SHORTER BY 0.06 FT.  NO PLACE AT THIS TIME TO SET
 NE1309'AN AZIMUTH MARK.
 NE1309'
 NE1309'THE STATION IS LOCATED ABOUT 4 MILES NE OF ORTONVILLE, IN THE
 NE1309'ORTONVILLE STATE RECREATIONAL AREA, 173 FT S OF THE CENTERLINE OF A
 NE1309'TRACK ROAD, 46 FT SW OF A TWIN TRUNK TREE AND 17 FT W OF THE CENTER
 NE1309'LINE OF A TRACK ROAD TO THE SOUTH.
 NE1309'
 NE1309'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND 24 AT
 NE1309'THE SW EDGE OF LAPEER, GO S ON STATE HIGHWAY 24 FOR 7.75 MILES TO THE
 NE1309'JUNCTION WITH BLOCKER ROAD.  GO W ON BLOCKER ROAD FOR 4.4 MILES TO AN
 NE1309'INTERSECTION WITH HADLEY ROAD.  TURN LEFT, GO S ON HADLEY ROAD FOR
 NE1309'1.0 MILE TO CROSSROAD.  TURN RIGHT, GO W ON FOX LAKE ROAD FOR 1.5
 NE1309'MILES TO WHERE MAIN TRAVELED ROAD TURNS S.  CONTINUE W ON TRACK ROAD
 NE1309'FOR 0.3 MILE TO TOP OF HILL AT A TRACK ROAD TO LEFT AND STATION AS
 NE1309'DESCRIBED.
 NE1309'
 NE1309'STATION MARKS ARE STANDARD DISKS, STAMPED---FOXLAKE 1943---.  IT IS
 NE1309'173 FT S OF THE CENTER LINE OF TRACK ROAD, 46 FT SW OF A TWIN TRUNK
 NE1309'OAK TREE AND 17 FT W OF THE CENTER LINE OF TRACK ROAD.  THE MARK
 NE1309'PROJECTS 3 INCHES.
 NE1309'
 NE1309'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---FOXLAKE NO 1
 NE1309'1943---.  IT IS 60 FT S OF THE TWIN TRUNK TREE AND 17 FT E OF CENTER
 NE1309'LINE OF THE TRACK ROAD.  THE MARK PROJECTS 3 INCHES.
 NE1309'
 NE1309'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---FOXLAKE NO 2
 NE1309'1943---.  IT IS 101 FT S OF CENTER LINE OF TRACK ROAD AND 16 FT W OF
 NE1309'CENTER LINE OF TRACK ROAD.  THE MARK PROJECTS 2 INCHES.
 NE1309
 NE1309                          STATION RECOVERY (1980)
 NE1309
 NE1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE1309'THE STATION MARK, RM 1 AND 2 WERE FOUND AND IN GOOD CONDITION.  THE
 NE1309'AZIMUTH MARK WAS NOT SEARCHED FOR AS ROAD TO MARK WAS NOT ACCESSIBLE
 NE1309'BY TRUCK OTHER THAN A 4-WHEEL DRIVE.  THE ANGLE BETWEEN THE REFERENCE
 NE1309'MARKS WAS VERIFIED.  THE DISTANCE TO RM 1 WAS LONGER BY 0.10 FT
 NE1309'(0.03 M) ., RM 2 WAS FOUND SHORTER BY 0.06 FT (0.02 M) .  NO PLACE AT
 NE1309'THIS TIME TO SET AN AZIMUTH MARK.
 NE1309'THE STATION IS LOCATED IN QUAD. 420831, ABOUT 6.4 KM (4.0 MI)
 NE1309'NORTHEAST OF ORTONVILLE, IN ORTONVILLE STATE RECREATIONAL AREA, 52.730
 NE1309'M (172.998 FT) SOUTH OF THE CENTERLINE OF A TRACK ROAD, 14.021 M
 NE1309'(46.001 FT) SOUTHWEST OF A TWIN TRUNK TREE AND 5.182 M (17.001 FT)
 NE1309'WEST OF THE CENTER LINE OF A TRACK ROAD TO THE SOUTH.
 NE1309'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 21 AND 24 AT THE
 NE1309'SOUTHWEST EDGE OF LAPEER, GO SOUTH ON STATE HIGHWAY 24 FOR 12.47 KM
 NE1309'(7.75 MI)  TO THE JUNCTION WITH BLOCKER ROAD.  GO WEST ON BLOCKER
 NE1309'ROAD FOR 7.08 KM (4.40 MI)  TO AN INTERSECTION WITH HADLEY ROAD.
 NE1309'TURN LEFT, GO SOUTH ON HADLEY ROAD FOR 1.61 KM (1.00 MI)  TO
 NE1309'CROSSROAD.  TURN RIGHT, GO WEST ON FOX LAKE ROAD FOR 2.41 KM
 NE1309'(1.50 MI) TO WHERE MAIN TRAVELED ROAD TURNS SOUTH.  CONTINUE WEST ON
 NE1309'TRACK ROAD FOR 0.48 KM (0.30 MI) TO TOP OF HILL AT A TRACK ROAD TO
 NE1309'LEFT AND STATION AS DESCRIBED.
 NE1309'STATION MARK IS SET PROJECTING ABOUT 3 INCHES.  IT IS 52.730 M
 NE1309'(172.998 FT) SOUTH OF THE CENTER LINE OF TRACK ROAD, 14.021 M
 NE1309'(46.001 FT)  SOUTHWEST OF A TWIN TRUNK OAK TREE AND 5.182 M
 NE1309'(17.001 FT) WEST OF THE CENTER LINE OF TRACK ROAD.
 NE1309'REFERENCE MARK 1 IS SET PROJECTING ABOUT 3 INCHES.  IT IS 18.288 M
 NE1309'(60.000 FT) SOUTH OF THE TWIN TRUNK TREE AND 5.182 M (17.001 FT) EAST
 NE1309'OF CENTER LINE OF THE TRACK ROAD.
 NE1309'REFERENCE MARK 2 IS SET PROJECTING ABOUT 2 INCHES.  IT IS 30.785 M
 NE1309'(101.000 FT) SOUTH OF CENTER LINE OF TRACK ROAD AND 4.877 M
 NE1309'(16.001 FT)  WEST OF CENTER LINE OF TRACK ROAD.
 NE1309'RECOVERED BY J.D. RIGNEY ON 8-27-1980, TYPED BY RONALD L. RAMSEY NGS
 NE1309'GEODETIC ADVISOR - MICHIGAN IN 1989.
 NE1309
 NE1309                          STATION RECOVERY (2006)
 NE1309
 NE1309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 NE1309'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0835 ***********************************************************************
 QK0835  DESIGNATION -  FOX USLS 1922
 QK0835  PID         -  QK0835
 QK0835  STATE/COUNTY-  MI/LEELANAU
 QK0835  USGS QUAD   -  SOUTH FOX ISLAND (1986)
 QK0835
 QK0835                         *CURRENT SURVEY CONTROL
 QK0835  ___________________________________________________________________
 QK0835* NAD 83(1994)-  45 26 28.78893(N)    085 52 26.92571(W)     ADJUSTED  
 QK0835* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 QK0835  ___________________________________________________________________
 QK0835  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 QK0835  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 QK0835
 QK0835  HORZ ORDER  -  FIRST
 QK0835
 QK0835.The horizontal coordinates were established by classical geodetic methods
 QK0835.and adjusted by the National Geodetic Survey in February 1997..
 QK0835
 QK0835.The orthometric height was scaled from a topographic map.
 QK0835
 QK0835.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0835
 QK0835.The geoid height was determined by GEOID03.
 QK0835
 QK0835;                    North         East     Units Scale Factor Converg.
 QK0835;SPC MI C     -   237,191.949 5,882,068.661   MT  0.99995046   -1 03 53.6
 QK0835;SPC MI C     -   778,188.81 19,298,125.53   iFT  0.99995046   -1 03 53.6
 QK0835;UTM  16      - 5,032,594.945   588,050.596   MT  0.99969532   +0 48 08.1
 QK0835
 QK0835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0835!SPC MI C     -   0.99996739  x   0.99995046  =   0.99991786
 QK0835!UTM  16      -   0.99996739  x   0.99969532  =   0.99966272
 QK0835
 QK0835:                Primary Azimuth Mark                     Grid Az
 QK0835:SPC MI C     -  SOUTH GULL USLS 1922                     006 18 29.0
 QK0835:UTM  16      -  SOUTH GULL USLS 1922                     004 26 27.3
 QK0835
 QK0835|---------------------------------------------------------------------|
 QK0835| PID    Reference Object                     Distance      Geod. Az  |
 QK0835|                                                           dddmmss.s |
 QK0835| QK0855 SOUTH GULL USLS 1922                APPROX.28.1 KM 0051435.4 |
 QK0835|---------------------------------------------------------------------|
 QK0835
 QK0835                          SUPERSEDED SURVEY CONTROL
 QK0835
 QK0835  NAD 83(1986)-  45 26 28.78598(N)    085 52 26.92321(W) AD(       ) 1
 QK0835  NAD 27      -  45 26 28.75969(N)    085 52 26.65257(W) AD(       ) 1
 QK0835
 QK0835.Superseded values are not recommended for survey control.
 QK0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0835.See file dsdata.txt to determine how the superseded data were derived.
 QK0835
 QK0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8805132595(NAD 83)
 QK0835
 QK0835  HISTORY     - Date     Condition        Report By
 QK0835  HISTORY     - 1922     MONUMENTED       USLS
 QK0835  HISTORY     - 1965     SEE DESCRIPTION  USLS
 QK0835
 QK0835                          STATION DESCRIPTION
 QK0835
 QK0835'DESCRIBED BY US LAKE SURVEY 1922
 QK0835'ON NORTH END OF SOUTH FOX ISLAND IN NORTHERN LAKE MICHIGAN, ON
 QK0835'HIGHEST POINT OF SECOND BARE BANK FROM
 QK0835'NORTHWEST CORNER OF ISLAND, ABOUT 8 FEET FROM EDGE OF BANK.  MARKED
 QK0835'BY 3/4-INCH PIPE DRIVEN INTO
 QK0835'SAND, PROJECTING ABOUT 4 INCHES ABOVE SURFACE OF GROUND.
 QK0835
 QK0835                          STATION RECOVERY (1965)
 QK0835
 QK0835'RECOVERY NOTE BY US LAKE SURVEY 1965 (WJM)
 QK0835'STATION IS REACHED BY PACING A DISTANCE OF ABOUT 800 METERS EAST
 QK0835'ALONG SHORE FROM
 QK0835'THE NORTHWEST CORNER OF THE ISLAND, THEN CLIMBING UP THE STEEP
 QK0835'SLOPE TO THE SOUTH AND THE HIGHEST
 QK0835'POINT IN THE VICINITY.
 QK0835'
 QK0835'STATION IS ON NORTH END OF SOUTH FOX ISLAND AND MUST BE REACHED
 QK0835'BY BOAT.
 QK0835'
 QK0835'DESCRIPTION OF STATION AND REFERENCES
 QK0835'STATION IS A 3/4
 QK0835'INCH IRON PIPE PROJECTING ABOUT 1 FOOT ABOVE
 QK0835'GROUND AND ABOUT 1 FOOT FROM EDGE
 QK0835'OF BANK TO NORTH.  PIPE WAS ORIGINALLY 8 FEET
 QK0835'FROM BANK, BUT NOW LIES 1 FOOT-STATION IS ABOUT TO
 QK0835'SLIDE DOWNHILL AND IS LEANING
 QK0835'DOWN SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0046 ***********************************************************************
 RJ0046  DESIGNATION -  FRANK
 RJ0046  PID         -  RJ0046
 RJ0046  STATE/COUNTY-  MI/CHIPPEWA
 RJ0046  USGS QUAD   -  GOETZVILLE (1976)
 RJ0046
 RJ0046                         *CURRENT SURVEY CONTROL
 RJ0046  ___________________________________________________________________
 RJ0046* NAD 83(1986)-  46 02 02.     (N)    084 05 09.     (W)     SCALED    
 RJ0046* NAVD 88     -       222.406  (meters)     729.68   (feet)  ADJUSTED  
 RJ0046  ___________________________________________________________________
 RJ0046  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ0046  DYNAMIC HT  -         222.410 (meters)     729.69  (feet)  COMP
 RJ0046  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 RJ0046
 RJ0046  VERT ORDER  -  FIRST     CLASS 0
 RJ0046
 RJ0046.The horizontal coordinates were scaled from a topographic map and have
 RJ0046.an estimated accuracy of +/- 6 seconds.
 RJ0046
 RJ0046.The orthometric height was determined by differential leveling
 RJ0046.and adjusted by the National Geodetic Survey in June 1991..
 RJ0046
 RJ0046.The geoid height was determined by GEOID03.
 RJ0046
 RJ0046.The dynamic height is computed by dividing the NAVD 88
 RJ0046.geopotential number by the normal gravity value computed on the
 RJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0046.degrees latitude (g = 980.6199 gals.).
 RJ0046
 RJ0046.The modeled gravity was interpolated from observed gravity values.
 RJ0046
 RJ0046;                    North         East    Units  Estimated Accuracy
 RJ0046;SPC MI N     -   143,140.    8,225,530.      MT  (+/- 180 meters Scaled)
 RJ0046
 RJ0046                          SUPERSEDED SURVEY CONTROL
 RJ0046
 RJ0046.No superseded survey control is available for this station.
 RJ0046
 RJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS255019(NAD 83)
 RJ0046_MARKER: Z = SEE DESCRIPTION
 RJ0046_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0046+WITH SETTING: INTO GROUND
 RJ0046_MARK LOGO: NONE  
 RJ0046_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0046+STABILITY: SURFACE MOTION
 RJ0046_ROD/PIPE-DEPTH: 3.05 meters
 RJ0046
 RJ0046  HISTORY     - Date     Condition        Report By
 RJ0046  HISTORY     - 1971     MONUMENTED       NOS
 RJ0046  HISTORY     - 1972     GOOD             USLS
 RJ0046  HISTORY     - 1983     GOOD             NGS
 RJ0046  HISTORY     - 19940729 GOOD             USPSQD
 RJ0046
 RJ0046                          STATION DESCRIPTION
 RJ0046
 RJ0046'DESCRIBED BY US LAKE SURVEY 1972
 RJ0046'1.7 MI S FROM GOETZVILLE.
 RJ0046'FRANK IS IN CHIPPEWA COUNTY, MICHIGAN, 1.7 MILES SOUTH AND EAST OF
 RJ0046'POST OFFICE IN GOETZVILLE, 44 FEET SOUTHWEST OF CENTERLINE OF
 RJ0046'HIGHWAY M-48, 39.3 FEET SOUTHEAST OF NORTH CORNER OF V.
 RJ0046'FRANKOVICHS GARAGE, 33.3 FEET SOUTHEAST OF 18-INCH OAK, 30.9
 RJ0046'FEET NORTHEAST OF EAST CORNER AND IN LINE WITH SOUTHEAST FACE
 RJ0046'OF GARAGE, 4.2 FEET NORTHWEST OF UTILITY POLE NO. 10114, 1/2-FOOT
 RJ0046'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 RJ0046'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 10 FEET LONG.
 RJ0046
 RJ0046                          STATION RECOVERY (1983)
 RJ0046
 RJ0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0046'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.8 KM
 RJ0046'(1.75 MI) SOUTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0046'GOETZVILLE TO A DRIVEWAY LEADING WEST TO THE V. FRANKOVICH PRIVATE
 RJ0046'GARAGE, 13.41 METERS (44.0 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY,
 RJ0046'11.97 METERS (39.3 FT) SOUTHEAST OF THE NORTH CORNER OF THE GARAGE,
 RJ0046'9.41 METERS (30.9 FT) NORTHEAST OF THE EAST CORNER AND IN LINE WITH
 RJ0046'THE SOUTHEAST FACE OF THE GARAGE, AND 1.28 METERS (4.2 FT) NORTHWEST
 RJ0046'OF A UTILITY POLE.
 RJ0046'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 RJ0046
 RJ0046                          STATION RECOVERY (1994)
 RJ0046
 RJ0046'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1069 ***********************************************************************
 OJ1069  DESIGNATION -  FRANKENLUST ST PAULS LUTH CH
 OJ1069  PID         -  OJ1069
 OJ1069  STATE/COUNTY-  MI/BAY
 OJ1069  USGS QUAD   -  BAY CITY (1973)
 OJ1069
 OJ1069                         *CURRENT SURVEY CONTROL
 OJ1069  ___________________________________________________________________
 OJ1069* NAD 83(1994)-  43 33 47.06693(N)    083 56 33.96289(W)     ADJUSTED  
 OJ1069* NAVD 88     -                                                        
 OJ1069  ___________________________________________________________________
 OJ1069  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OJ1069  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ1069
 OJ1069  HORZ ORDER  -  THIRD
 OJ1069
 OJ1069.The horizontal coordinates were established by classical geodetic methods
 OJ1069.and adjusted by the National Geodetic Survey in February 1997..
 OJ1069
 OJ1069
 OJ1069.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1069
 OJ1069.The geoid height was determined by GEOID03.
 OJ1069
 OJ1069;                    North         East     Units Scale Factor Converg.
 OJ1069;SPC MI S     -   229,255.233 4,034,246.914   MT  0.99997691   +0 17 18.5
 OJ1069;SPC MI S     -   752,149.71 13,235,718.22   iFT  0.99997691   +0 17 18.5
 OJ1069;UTM  17      - 4,827,554.338   262,336.350   MT  1.00029483   -2 01 44.3
 OJ1069;UTM  16      - 4,827,888.237   746,908.513   MT  1.00034995   +2 06 28.7
 OJ1069
 OJ1069                          SUPERSEDED SURVEY CONTROL
 OJ1069
 OJ1069  NAD 83(1986)-  43 33 47.05592(N)    083 56 33.98640(W) AD(       ) 4
 OJ1069  NAD 27      -  43 33 46.96350(N)    083 56 34.07996(W) AD(       ) 3
 OJ1069
 OJ1069.Superseded values are not recommended for survey control.
 OJ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1069.See file dsdata.txt to determine how the superseded data were derived.
 OJ1069
 OJ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6233627554(NAD 83)
 OJ1069
 OJ1069  HISTORY     - Date     Condition        Report By
 OJ1069  HISTORY     - UNK      MONUMENTED
 OJ1069  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OJ1069
 OJ1069                          STATION DESCRIPTION
 OJ1069
 OJ1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OJ1069'STATION RECOVERED WAS FINIAL OF SPIRE ON ST. PAULS LUTHERAN CHURCH IN
 OJ1069'FRANKENLUST.
 OJ1069'BUILDING AND SPIRE IS CONSTRUCTED OF RED BRUCK WITH
 OJ1069'A SHINGLE ROOF, AND SPIRE IS
 OJ1069'ABOUT 85 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0015 ***********************************************************************
 PM0015  DESIGNATION -  FRANKFORT
 PM0015  PID         -  PM0015
 PM0015  STATE/COUNTY-  MI/BENZIE
 PM0015  USGS QUAD   -  
 PM0015
 PM0015                         *CURRENT SURVEY CONTROL
 PM0015  ___________________________________________________________________
 PM0015* NAD 83(1986)-  44 38 01.     (N)    086 14 28.     (W)     SCALED    
 PM0015* NAVD 88     -       182.718  (meters)     599.47   (feet)  ADJUSTED  
 PM0015  ___________________________________________________________________
 PM0015  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 PM0015  DYNAMIC HT  -         182.701 (meters)     599.41  (feet)  COMP
 PM0015  MODELED GRAV-     980,519.9   (mgal)                       NAVD 88
 PM0015
 PM0015  VERT ORDER  -  SECOND    CLASS 0
 PM0015
 PM0015.The horizontal coordinates were scaled from a topographic map and have
 PM0015.an estimated accuracy of +/- 6 seconds.
 PM0015
 PM0015.The orthometric height was determined by differential leveling
 PM0015.and adjusted by the National Geodetic Survey in June 1991..
 PM0015
 PM0015.The geoid height was determined by GEOID03.
 PM0015
 PM0015.The dynamic height is computed by dividing the NAVD 88
 PM0015.geopotential number by the normal gravity value computed on the
 PM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0015.degrees latitude (g = 980.6199 gals.).
 PM0015
 PM0015.The modeled gravity was interpolated from observed gravity values.
 PM0015
 PM0015;                    North         East    Units  Estimated Accuracy
 PM0015;SPC MI C     -   148,060.    5,851,290.      MT  (+/- 180 meters Scaled)
 PM0015
 PM0015                          SUPERSEDED SURVEY CONTROL
 PM0015
 PM0015  NGVD 29 (??/??/92)  182.825  (m)          599.82   (f) ADJ UNCH    2 0
 PM0015
 PM0015.Superseded values are not recommended for survey control.
 PM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0015.See file dsdata.txt to determine how the superseded data were derived.
 PM0015
 PM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ601425(NAD 83)
 PM0015_MARKER: DB = BENCH MARK DISK
 PM0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0015_SP_SET: CONCRETE PAVEMENT
 PM0015_STAMPING: FRANKFORT 1934
 PM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0015
 PM0015  HISTORY     - Date     Condition        Report By
 PM0015  HISTORY     - 1934     MONUMENTED       CGS
 PM0015  HISTORY     - 1955     GOOD             NGS
 PM0015  HISTORY     - 19960818 MARK NOT FOUND   USPSQD
 PM0015
 PM0015                          STATION DESCRIPTION
 PM0015
 PM0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PM0015'AT FRANKFORT.
 PM0015'AT FRANKFORT, BENZIE COUNTY, ON FOREST AVENUE BETWEEN THIRD AND
 PM0015'FOURTH STREET, 74 YARDS WEST OF THE MANHOLE AT THE INTERSECTION
 PM0015'OF THIRD STREET, 21 YARDS NORTH OF THE CHIMNEY AT THE WEST END
 PM0015'OF THE HOME OF DR. ROBERT B. KING IN 1934, 4 YARDS NORTH OF
 PM0015'THE SOUTH CURB OF THE AVENUE, AND IN THE TOP OF THE CONCRETE
 PM0015'PAVEMENT AT THE CENTERLINE OF THE AVENUE.  A STANDARD DISK,
 PM0015'STAMPED FRANKFORT 1934.
 PM0015
 PM0015                          STATION RECOVERY (1996)
 PM0015
 PM0015'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0557 ***********************************************************************
 PM0557  DESIGNATION -  FRANKFORT S BWATER LT EC
 PM0557  PID         -  PM0557
 PM0557  STATE/COUNTY-  MI/BENZIE
 PM0557  USGS QUAD   -  
 PM0557
 PM0557                         *CURRENT SURVEY CONTROL
 PM0557  ___________________________________________________________________
 PM0557* NAD 83(1994)-  44 37 45.66190(N)    086 15 07.89589(W)     ADJUSTED  
 PM0557* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 PM0557  ___________________________________________________________________
 PM0557  LAPLACE CORR-           6.86  (seconds)                    DEFLEC99
 PM0557  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 PM0557
 PM0557  HORZ ORDER  -  SECOND
 PM0557
 PM0557.The horizontal coordinates were established by classical geodetic methods
 PM0557.and adjusted by the National Geodetic Survey in February 1997..
 PM0557
 PM0557.The orthometric height was scaled from a topographic map.
 PM0557
 PM0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0557
 PM0557.The geoid height was determined by GEOID03.
 PM0557
 PM0557;                    North         East     Units Scale Factor Converg.
 PM0557;SPC MI C     -   147,604.617 5,850,401.121   MT  0.99992764   -1 19 55.0
 PM0557;SPC MI C     -   484,267.12 19,194,229.40   iFT  0.99992764   -1 19 55.0
 PM0557;UTM  16      - 4,942,049.233   559,317.384   MT  0.99964327   +0 31 31.3
 PM0557
 PM0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0557!SPC MI C     -   0.99997785  x   0.99992764  =   0.99990549
 PM0557!UTM  16      -   0.99997785  x   0.99964327  =   0.99962112
 PM0557
 PM0557:                Primary Azimuth Mark                     Grid Az
 PM0557:SPC MI C     -  KIRBY                                    060 41 19.0
 PM0557:UTM  16      -  KIRBY                                    058 49 52.7
 PM0557
 PM0557|---------------------------------------------------------------------|
 PM0557| PID    Reference Object                     Distance      Geod. Az  |
 PM0557|                                                           dddmmss.s |
 PM0557| PM0555 KIRBY                               APPROX. 3.9 KM 0592124.0 |
 PM0557| CH1153 FRANKFORT S BWATER LT EC RM 1       341.611 METERS 12406     |
 PM0557| CH1154 FRANKFORT S BWATER LT EC RM 2        14.691 METERS 32421     |
 PM0557|---------------------------------------------------------------------|
 PM0557
 PM0557                          SUPERSEDED SURVEY CONTROL
 PM0557
 PM0557  NAD 83(1986)-  44 37 45.67006(N)    086 15 07.89348(W) AD(       ) 2
 PM0557  NAD 27      -  44 37 45.67465(N)    086 15 07.54675(W) AD(       ) 2
 PM0557
 PM0557.Superseded values are not recommended for survey control.
 PM0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0557.See file dsdata.txt to determine how the superseded data were derived.
 PM0557
 PM0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5931742049(NAD 83)
 PM0557_MARKER: DS = TRIANGULATION STATION DISK
 PM0557_SETTING: 0 = UNSPECIFIED SETTING
 PM0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0557
 PM0557  HISTORY     - Date     Condition        Report By
 PM0557  HISTORY     - 1932     MONUMENTED       CGS
 PM0557  HISTORY     - 1965     GOOD             USLS
 PM0557  HISTORY     - 19960818 GOOD             USPSQD
 PM0557
 PM0557                          STATION DESCRIPTION
 PM0557
 PM0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0557'ONE MILE WEST OF ELBERTA, NEAR OUTER (WEST) END OF NEW SOUTH PIER OF
 PM0557'FRANKFORT HARBOR ENTRANCE, 54.5 FEET SOUTHEAST OF PIERHEAD LIGHT,
 PM0557'66.3 FEET SOUTHEAST OF END OF PIERHEAD, 12.6 FEET EAST OF END OF
 PM0557'BREAKWATER, 4.5 FEET NORTH OF SOUTH EDGE OF BREAKWATER, AND 3.0
 PM0557'FEET SOUTH OF NORTH EDGE.  TO REACH FROM FRANKFORT, FOLLOW ROUTE
 PM0557'M-22 SOUTH 2 MILES TO JUNCTION OF ROUTE M-115 AT ELBERTA, PROCEED
 PM0557'WEST ON ROUTE M-115 TO COAST GUARD STATION, AND WALK OUT SOUTH
 PM0557'BREAKWATER 0.5 MILE TO STATION SITE.  MARKED BY STANDARD STATION
 PM0557'DISK CEMENTED IN DRILL HOLE IN TOP OF CONCRETE PIER.  REFERENCE
 PM0557'MARK NO. 1 IS STANDARD REFERENCE DISK CEMENTED IN DRILL HOLE
 PM0557'IN TOP OF BREAKWATER, 10 FEET WEST OF ANGLE IN BREAKWATER, 4 FEET
 PM0557'NORTH OF SOUTH EDGE, 3 FEET SOUTH OF NORTH EDGE, AND 341.611 METERS
 PM0557'(1,120.77 FEET) FROM STATION S 44 DEG 54 MIN E.
 PM0557'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK CEMENTED IN
 PM0557'DRILL HOLE IN TOP OF NORTHEAST CORNER OF PIERHEAD, AND 48.20 FEET
 PM0557'FROM STATION N 64 DEG W.  BEARING FROM STATION TO NORTH
 PM0557'BREAKWATER LIGHT IS N 62 DEG 05 MIN E, AND TO SOUTH BREAKWATER LIGHT,
 PM0557'N 38 DEG 26 MIN W.
 PM0557
 PM0557                          STATION RECOVERY (1965)
 PM0557
 PM0557'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0557'STATION RECOVERED.
 PM0557
 PM0557                          STATION RECOVERY (1996)
 PM0557
 PM0557'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0193 ***********************************************************************
 SG0193  DESIGNATION -  FRANKLIN MINING TOWN TANK
 SG0193  PID         -  SG0193
 SG0193  STATE/COUNTY-  MI/HOUGHTON
 SG0193  USGS QUAD   -  HANCOCK (1975)
 SG0193
 SG0193                         *CURRENT SURVEY CONTROL
 SG0193  ___________________________________________________________________
 SG0193* NAD 83(1994)-  47 09 09.33881(N)    088 33 22.27820(W)     ADJUSTED  
 SG0193* NAVD 88     -                                                        
 SG0193  ___________________________________________________________________
 SG0193  LAPLACE CORR-         -14.72  (seconds)                    DEFLEC99
 SG0193  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 SG0193
 SG0193  HORZ ORDER  -  THIRD
 SG0193
 SG0193.The horizontal coordinates were established by classical geodetic methods
 SG0193.and adjusted by the National Geodetic Survey in February 1997..
 SG0193
 SG0193
 SG0193.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0193
 SG0193.The geoid height was determined by GEOID03.
 SG0193
 SG0193;                    North         East     Units Scale Factor Converg.
 SG0193;SPC MI N     -   264,500.425 7,881,985.432   MT  1.00001765   -1 07 29.3
 SG0193;SPC MI N     -   867,783.55 25,859,532.26   iFT  1.00001765   -1 07 29.3
 SG0193;UTM  16      - 5,223,296.310   382,028.212   MT  0.99977104   -1 08 27.9
 SG0193
 SG0193                          SUPERSEDED SURVEY CONTROL
 SG0193
 SG0193  NAD 83(1986)-  47 09 09.33458(N)    088 33 22.25228(W) AD(       ) 4
 SG0193  NAD 27      -  47 09 09.59900(N)    088 33 21.79600(W) AD(       ) 3
 SG0193
 SG0193.Superseded values are not recommended for survey control.
 SG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0193.See file dsdata.txt to determine how the superseded data were derived.
 SG0193
 SG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8202823296(NAD 83)
 SG0193_MARKER: 53 = ELEVATED TANK
 SG0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0193+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2003
 SG0193
 SG0193  HISTORY     - Date     Condition        Report By
 SG0193  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0193  HISTORY     - 1959     GOOD             CGS
 SG0193  HISTORY     - 1962     GOOD             CGS
 SG0193  HISTORY     - 1975     GOOD             NGS
 SG0193  HISTORY     - 20031003 GOOD             GEOCAC
 SG0193
 SG0193                          STATION DESCRIPTION
 SG0193
 SG0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0193'IN THE LOCALITY OF FRANKLIN, AT THE FRANKLIN MINING TOWN,
 SG0193'ABOUT 2 BLOCKS SOUTH OF U.S. HIGHWAY 41 AND 0.1 MILE EAST
 SG0193'OF THE FRANKLIN MINE SHAFT, A STEEL WATER TANK PAINTED BLACK,
 SG0193'APPROXIMATELY 75 FEET HIGH
 SG0193'
 SG0193'THE FINIAL OF THE TANK WAS OBSERVED UPON FROM TRIANGULATION
 SG0193'STATIONS ARCADIA, PEQUAMING, KEWEENAW POINT NORTH BASE (USLS)
 SG0193'1871, AND KEWEENAW POINT SOUTH BASE (USLS) 1871.
 SG0193
 SG0193                          STATION RECOVERY (1959)
 SG0193
 SG0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0193'STATION RECOVERED AS DESCRIBED, HOWEVER, MINE IS NO LONGER
 SG0193'IN OPERATION.
 SG0193
 SG0193                          STATION RECOVERY (1962)
 SG0193
 SG0193'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0193'STATION RECOVERED AS DESCRIBED.
 SG0193
 SG0193                          STATION RECOVERY (1975)
 SG0193
 SG0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 SG0193'THE STATION WAS RECOVERED AS DESCRIBED.
 SG0193'
 SG0193'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0193'3 MILE NE OF HANCOCK.
 SG0193
 SG0193                          STATION RECOVERY (2003)
 SG0193
 SG0193'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1039 ***********************************************************************
 OJ1039  DESIGNATION -  FRAWLEY
 OJ1039  PID         -  OJ1039
 OJ1039  STATE/COUNTY-  MI/GENESEE
 OJ1039  USGS QUAD   -  NEW LOTHROP (1975)
 OJ1039
 OJ1039                         *CURRENT SURVEY CONTROL
 OJ1039  ___________________________________________________________________
 OJ1039* NAD 83(1994)-  43 05 17.57436(N)    083 55 04.03825(W)     ADJUSTED  
 OJ1039* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 OJ1039  ___________________________________________________________________
 OJ1039  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 OJ1039  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 OJ1039
 OJ1039  HORZ ORDER  -  FIRST
 OJ1039
 OJ1039.The horizontal coordinates were established by classical geodetic methods
 OJ1039.and adjusted by the National Geodetic Survey in February 1997..
 OJ1039
 OJ1039.The orthometric height was scaled from a topographic map.
 OJ1039
 OJ1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1039
 OJ1039.The geoid height was determined by GEOID03.
 OJ1039
 OJ1039;                    North         East     Units Scale Factor Converg.
 OJ1039;SPC MI S     -   176,513.241 4,036,546.215   MT  0.99991315   +0 18 19.7
 OJ1039;SPC MI S     -   579,111.68 13,243,261.86   iFT  0.99991315   +0 18 19.7
 OJ1039;UTM  17      - 4,774,743.787   262,509.385   MT  1.00029390   -1 59 38.9
 OJ1039;UTM  16      - 4,775,222.948   750,874.537   MT  1.00037432   +2 06 23.9
 OJ1039
 OJ1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1039!SPC MI S     -   0.99996987  x   0.99991315  =   0.99988302
 OJ1039!UTM  17      -   0.99996987  x   1.00029390  =   1.00026376
 OJ1039!UTM  16      -   0.99996987  x   1.00037432  =   1.00034418
 OJ1039
 OJ1039:                Primary Azimuth Mark                     Grid Az
 OJ1039:SPC MI S     -  CLIO MUNICIPAL TANK                      055 17 34.7
 OJ1039:UTM  17      -  CLIO MUNICIPAL TANK                      057 35 33.3
 OJ1039:UTM  16      -  CLIO MUNICIPAL TANK                      053 29 30.5
 OJ1039
 OJ1039|---------------------------------------------------------------------|
 OJ1039| PID    Reference Object                     Distance      Geod. Az  |
 OJ1039|                                                           dddmmss.s |
 OJ1039| OJ1036 CLIO MUNICIPAL TANK                 APPROX.18.2 KM 0553554.4 |
 OJ1039| OJ1033 MT MORRIS MUNICIPAL TANK            APPROX.18.8 KM 0793355.0 |
 OJ1039| CH0214 FRAWLEY RM 1                         29.261 METERS 08917     |
 OJ1039| OJ1035 BEECHER                             APPROX.18.0 KM 0895613.2 |
 OJ1039| OJ1038 FLUSHING MUNICIPAL TANK             APPROX. 7.3 KM 1085918.3 |
 OJ1039| CH0213 FRAWLEY AZ MK                                      3022847.6 |
 OJ1039| CH0215 FRAWLEY RM 2                         58.113 METERS 33919     |
 OJ1039|---------------------------------------------------------------------|
 OJ1039
 OJ1039                          SUPERSEDED SURVEY CONTROL
 OJ1039
 OJ1039  NAD 83(1986)-  43 05 17.57089(N)    083 55 04.06225(W) AD(       ) 1
 OJ1039  NAD 27      -  43 05 17.47400(N)    083 55 04.19900(W) AD(       ) 1
 OJ1039
 OJ1039.Superseded values are not recommended for survey control.
 OJ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1039.See file dsdata.txt to determine how the superseded data were derived.
 OJ1039
 OJ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6250974744(NAD 83)
 OJ1039_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1039
 OJ1039  HISTORY     - Date     Condition        Report By
 OJ1039  HISTORY     - 1943     MONUMENTED       CGS
 OJ1039  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OJ1039  HISTORY     - 1980     GOOD             MIDH
 OJ1039
 OJ1039                          STATION DESCRIPTION
 OJ1039
 OJ1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1039'STATION IS LOCATED
 OJ1039'ABOUT 15 MILES NE
 OJ1039'OF FLINT ON LAND OWNED BY J.S. FRAWLEY AND OCCUPIED
 OJ1039'BY ROY ANDERSON.  THE MARK IS SET 19
 OJ1039'FEET NW OF THE GARAGE
 OJ1039'AND 3.7 FEET E OF A REFERENCE POST.  THE DISK IS
 OJ1039'STAMPED FRAWLEY
 OJ1039'1943.
 OJ1039'
 OJ1039'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1039'DISKS SET IN
 OJ1039'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1039'
 OJ1039'REFERENCE MARK 1 IS 96.00 FEET E OF THE STATION.  THE MARK IS
 OJ1039'2.7 FEET S OF THE
 OJ1039'REAR OF THE HOUSE.  THE DISK IS STAMPED FRAWLEY
 OJ1039'NO 1 1943.
 OJ1039'
 OJ1039'REFERENCE MARK 2 IS 190.66 FEET NNW OF THE STATION.  THE MARK
 OJ1039'IS SET AT THE N
 OJ1039'EDGE OF A CULTIVATED FIELD, 56 FEET W OF THE DRIVEWAY
 OJ1039'INTO THE FRAWLEY RESIDENCE, 26
 OJ1039'FEET S OF THE CENTER LINE OF A
 OJ1039'GRAVELED E-W ROAD AND 1.0 FOOT S OF THE FENCE.
 OJ1039'THE DISK IS STAMPED
 OJ1039'FRAWLEY NO 2 1943.
 OJ1039'
 OJ1039'THE AZIMUTH MARK IS APPROXIMATELY 0.7 MILE WNW OF THE STATION.
 OJ1039'THE MARK IS SET ON
 OJ1039'THE RIGHT-OF-WAY OF STATE HIGHWAY 13.  IT IS SET
 OJ1039'IN A LINE OF TREES, 25.6 FEET E OF
 OJ1039'THE CENTER LINE OF HIGHWAY 13 AND
 OJ1039'2.7 FEET N OF A REFERENCE POST.  IT IS STAMPED
 OJ1039'FRAWLEY 1943.
 OJ1039'
 OJ1039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 13 AND
 OJ1039'21, WHICH IS ABOUT
 OJ1039'12 MILES W OF FLINT, GO N ON STATE HIGHWAY 13
 OJ1039'FOR 6.2 MILES TO A T-ROAD RIGHT,*
 OJ1039'TURN RIGHT FOR 0.55 MILE TO A
 OJ1039'FARM ENTRANCE LANE OF THE J.S. FRAWLEY FARM, TURN
 OJ1039'RIGHT FOR
 OJ1039'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 OJ1039'
 OJ1039'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO N ON HIGHWAY
 OJ1039'13 FOR 0.35 MILE
 OJ1039'TO THE MARK ON THE RIGHT.
 OJ1039'
 OJ1039'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1039
 OJ1039                          STATION RECOVERY (1966)
 OJ1039
 OJ1039'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1039'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 OJ1039'AND AS DESCRIBED
 OJ1039'AT THIS TIME.  THE ROAD HAS BEEN WIDENED AND THE TREES
 OJ1039'REMOVED AT THE SITE OF THE AZIMUTH
 OJ1039'MARK AND IT IS ASSUMED LOST.  NO V.G.
 OJ1039'OBJECT TO ESTABLISH A NEW AZIMUTH MARK FROM.  THE
 OJ1039'PREVIOUS DESCRIPTION
 OJ1039'IS GOOD.
 OJ1039
 OJ1039                          STATION RECOVERY (1980)
 OJ1039
 OJ1039'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ1039'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 OJ1039'REFERENCE MARK 2 AND THE AZIMUTH MARK WERE SEARCHED FOR BUT COULD NOT
 OJ1039'BE FOUND. THE DISTANCE WAS NOT CHECKED.  THE TO REACH AND DESCRIPTION
 OJ1039'ARE ADEQUATE EXCEPT THE HOUSE IS NOW OCCUPIED BY MR ALDRICH AND ITS
 OJ1039'BUILDING NUMBER IS 12143.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1048 ***********************************************************************
 RJ1048  DESIGNATION -  FRECHETTE POINT F RNG LT
 RJ1048  PID         -  RJ1048
 RJ1048  STATE/COUNTY-  MI/CHIPPEWA
 RJ1048  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1048
 RJ1048                         *CURRENT SURVEY CONTROL
 RJ1048  ___________________________________________________________________
 RJ1048* NAD 83(1994)-  46 27 20.23116(N)    084 16 46.03202(W)     ADJUSTED  
 RJ1048* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 RJ1048  ___________________________________________________________________
 RJ1048  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 RJ1048  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1048
 RJ1048  HORZ ORDER  -  THIRD
 RJ1048
 RJ1048.The horizontal coordinates were established by classical geodetic methods
 RJ1048.and adjusted by the National Geodetic Survey in February 1997..
 RJ1048.No horizontal observational check was made to the station.
 RJ1048
 RJ1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1048
 RJ1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1048
 RJ1048.The geoid height was determined by GEOID03.
 RJ1048
 RJ1048;                    North         East     Units Scale Factor Converg.
 RJ1048;SPC MI N     -   189,451.149 8,208,945.661   MT  0.99990724   +1 57 59.0
 RJ1048;SPC MI N     -   621,558.89 26,932,236.42   iFT  0.99990724   +1 57 59.0
 RJ1048;UTM  16      - 5,148,268.526   708,918.573   MT  1.00013654   +1 58 21.6
 RJ1048
 RJ1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1048!SPC MI N     -   0.99997676  x   0.99990724  =   0.99988400
 RJ1048!UTM  16      -   0.99997676  x   1.00013654  =   1.00011330
 RJ1048
 RJ1048                          SUPERSEDED SURVEY CONTROL
 RJ1048
 RJ1048  NAD 83(1986)-  46 27 20.21628(N)    084 16 46.04344(W) AD(       ) 4
 RJ1048  NAD 27      -  46 27 20.13718(N)    084 16 45.92453(W) AD(       ) 3
 RJ1048  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 RJ1048
 RJ1048.Superseded values are not recommended for survey control.
 RJ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1048.See file dsdata.txt to determine how the superseded data were derived.
 RJ1048
 RJ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0891948269(NAD 83)
 RJ1048_MARKER: 14 = NAVIGATION LIGHT
 RJ1048_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1048
 RJ1048  HISTORY     - Date     Condition        Report By
 RJ1048  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1048  HISTORY     - 19940720 GOOD             USPSQD
 RJ1048
 RJ1048                          STATION DESCRIPTION
 RJ1048
 RJ1048'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1048'THE STATION, FRECHETTE POINT F RNG LT, IS THE FLASHING GREEN
 RJ1048'LIGHT ON TOP OF AND IN THE CENTER OF THE STRUCTURE.
 RJ1048'
 RJ1048'THE STATION IS LOCATED IN THE ST MARYS RIVER NEAR FRECHETTE
 RJ1048'POINT ON A CAISSON.
 RJ1048'
 RJ1048'TO REACH THE STATION FROM THE MUNICIPAL DOCK IN SAULT STE
 RJ1048'MARIE, MICHIGAN GO SOUTHERLY BY BOAT, FOR APPROXIMATELY
 RJ1048'2.0 NAUTICAL MILES TO A CAISSON AND THE STATION.
 RJ1048
 RJ1048                          STATION RECOVERY (1994)
 RJ1048
 RJ1048'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1437 ***********************************************************************
 RJ1437  DESIGNATION -  FRECHETTE POINT F RNG LT
 RJ1437  PID         -  RJ1437
 RJ1437  STATE/COUNTY-  MI/CHIPPEWA
 RJ1437  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1437
 RJ1437                         *CURRENT SURVEY CONTROL
 RJ1437  ___________________________________________________________________
 RJ1437* NAD 83(1994)-  46 27 20.22194(N)    084 16 46.00600(W)     ADJUSTED  
 RJ1437* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 RJ1437  ___________________________________________________________________
 RJ1437  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 RJ1437  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1437
 RJ1437  HORZ ORDER  -  THIRD
 RJ1437
 RJ1437.The horizontal coordinates were established by classical geodetic methods
 RJ1437.and adjusted by the National Geodetic Survey in February 1997..
 RJ1437
 RJ1437.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1437
 RJ1437.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1437
 RJ1437.The geoid height was determined by GEOID03.
 RJ1437
 RJ1437;                    North         East     Units Scale Factor Converg.
 RJ1437;SPC MI N     -   189,450.883 8,208,946.225   MT  0.99990724   +1 57 59.0
 RJ1437;SPC MI N     -   621,558.02 26,932,238.27   iFT  0.99990724   +1 57 59.0
 RJ1437;UTM  16      - 5,148,268.260   708,919.138   MT  1.00013654   +1 58 21.6
 RJ1437
 RJ1437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1437!SPC MI N     -   0.99997650  x   0.99990724  =   0.99988374
 RJ1437!UTM  16      -   0.99997650  x   1.00013654  =   1.00011304
 RJ1437
 RJ1437                          SUPERSEDED SURVEY CONTROL
 RJ1437
 RJ1437  NAD 83(1986)-  46 27 20.21290(N)    084 16 46.00297(W) AD(       ) 4
 RJ1437  NGVD 29 (02/08/93)  186.6    (m)          612.     (f) VERT ANG       
 RJ1437
 RJ1437.Superseded values are not recommended for survey control.
 RJ1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1437.See file dsdata.txt to determine how the superseded data were derived.
 RJ1437
 RJ1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0891948268(NAD 83)
 RJ1437_MARKER: 14 = NAVIGATION LIGHT
 RJ1437
 RJ1437  HISTORY     - Date     Condition        Report By
 RJ1437  HISTORY     - 1986     FIRST OBSERVED   NOS
 RJ1437  HISTORY     - 19940720 GOOD             USPSQD
 RJ1437
 RJ1437                          STATION DESCRIPTION
 RJ1437
 RJ1437'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (MJ)
 RJ1437'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES SOUTH-SOUTHEAST OF
 RJ1437'SAULT STE MARIE NEAR THE WEST SHORELINE OF THE ST MARYS RIVER AT A
 RJ1437'POINT OF LAND KNOWN AS FRECHETTE POINT.
 RJ1437'
 RJ1437'THE STATION CAN ONLY BE REACHED BY BOAT.  SEE NOAA CHART 14883.
 RJ1437'
 RJ1437'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 RJ1437'ELONGATED LIGHT ATOP THE STEEL STRUCTURE.  THIS SAME PLATFORM
 RJ1437'SUPPORTS THE FRECHETTE POINT LT 91.
 RJ1437'
 RJ1437'DESCRIBED BY R DECROIX.
 RJ1437
 RJ1437                          STATION RECOVERY (1994)
 RJ1437
 RJ1437'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1327 ***********************************************************************
 RJ1327  DESIGNATION -  FRECHETTE POINT LR2 149
 RJ1327  PID         -  RJ1327
 RJ1327  STATE/COUNTY-  MI/CHIPPEWA
 RJ1327  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1327
 RJ1327                         *CURRENT SURVEY CONTROL
 RJ1327  ___________________________________________________________________
 RJ1327* NAD 83(1994)-  46 27 29.48792(N)    084 16 56.41817(W)     ADJUSTED  
 RJ1327* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1327  ___________________________________________________________________
 RJ1327  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 RJ1327  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1327
 RJ1327  HORZ ORDER  -  SECOND
 RJ1327
 RJ1327.The horizontal coordinates were established by classical geodetic methods
 RJ1327.and adjusted by the National Geodetic Survey in February 1997..
 RJ1327
 RJ1327.The orthometric height was scaled from a topographic map.
 RJ1327
 RJ1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1327
 RJ1327.The geoid height was determined by GEOID03.
 RJ1327
 RJ1327;                    North         East     Units Scale Factor Converg.
 RJ1327;SPC MI N     -   189,729.183 8,208,714.372   MT  0.99990738   +1 57 51.5
 RJ1327;SPC MI N     -   622,471.07 26,931,477.60   iFT  0.99990738   +1 57 51.5
 RJ1327;UTM  16      - 5,148,546.598   708,687.200   MT  1.00013535   +1 58 14.4
 RJ1327
 RJ1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1327!SPC MI N     -   0.99997676  x   0.99990738  =   0.99988414
 RJ1327!UTM  16      -   0.99997676  x   1.00013535  =   1.00011210
 RJ1327
 RJ1327                          SUPERSEDED SURVEY CONTROL
 RJ1327
 RJ1327  NAD 83(1986)-  46 27 29.48005(N)    084 16 56.41580(W) AD(       ) 2
 RJ1327
 RJ1327.Superseded values are not recommended for survey control.
 RJ1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1327.See file dsdata.txt to determine how the superseded data were derived.
 RJ1327
 RJ1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0868748547(NAD 83)
 RJ1327_MARKER: DS = TRIANGULATION STATION DISK
 RJ1327_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1327+WITH SETTING: INFORMATION.
 RJ1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1327+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2005
 RJ1327
 RJ1327  HISTORY     - Date     Condition        Report By
 RJ1327  HISTORY     - 1988     MONUMENTED       USE
 RJ1327  HISTORY     - 20051123 GOOD             INDIV
 RJ1327
 RJ1327                          STATION DESCRIPTION
 RJ1327
 RJ1327'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1327'THE STATION IS LOCATED 6.4 KM (4.0 MI) SOUTHEAST OF SAULT STE MARIE
 RJ1327'35.1 KM (21.8 MI) NORTHEAST OF RUDYARD
 RJ1327'59.5 KM (37.0 MI) NORTH-NORTHWEST OF DETOUR VILLAGE,
 RJ1327'IN FRAC SEC 22 T47N-R1E
 RJ1327'OWNERSHIP---DELORES SWICK AND RICHARD WANDLER
 RJ1327'
 RJ1327'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1327'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET,
 RJ1327'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO
 RJ1327'PORTAGE AVENUE, TURN RIGHT AND GO EAST FOR 7.5 KM (4.65 MI) ON
 RJ1327'PORTAGE AVENUE (WHICH WILL BECOME RIVERSIDE DRIVE). THE STATION IS
 RJ1327'289.6 METERS (950 FT) FROM RIVERSIDE DRIVE TOWARD THE ST MARYS RIVER.
 RJ1327'
 RJ1327'THE STATION IS A STANDARD COE DISK
 RJ1327'THAT IS STAMPED---LR2-149 1988---,
 RJ1327'SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE GROUND AND
 RJ1327'ATTACHED TO AN ALUMINUM ROD DRIVEN 13.7 METER (45 FT) INTO THE
 RJ1327'GROUND LOCATED 13.7 METERS (45 FT) FROM EDGE OF WATER.
 RJ1327'
 RJ1327'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1327
 RJ1327                          STATION RECOVERY (2005)
 RJ1327
 RJ1327'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1047 ***********************************************************************
 RJ1047  DESIGNATION -  FRECHETTE POINT LT 91
 RJ1047  PID         -  RJ1047
 RJ1047  STATE/COUNTY-  MI/CHIPPEWA
 RJ1047  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1047
 RJ1047                         *CURRENT SURVEY CONTROL
 RJ1047  ___________________________________________________________________
 RJ1047* NAD 83(1994)-  46 27 20.24875(N)    084 16 45.99269(W)     ADJUSTED  
 RJ1047* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 RJ1047  ___________________________________________________________________
 RJ1047  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 RJ1047  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1047
 RJ1047  HORZ ORDER  -  THIRD
 RJ1047
 RJ1047.The horizontal coordinates were established by classical geodetic methods
 RJ1047.and adjusted by the National Geodetic Survey in February 1997..
 RJ1047.No horizontal observational check was made to the station.
 RJ1047
 RJ1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1047
 RJ1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1047
 RJ1047.The geoid height was determined by GEOID03.
 RJ1047
 RJ1047;                    North         East     Units Scale Factor Converg.
 RJ1047;SPC MI N     -   189,451.720 8,208,946.481   MT  0.99990724   +1 57 59.0
 RJ1047;SPC MI N     -   621,560.76 26,932,239.11   iFT  0.99990724   +1 57 59.0
 RJ1047;UTM  16      - 5,148,269.098   708,919.393   MT  1.00013655   +1 58 21.7
 RJ1047
 RJ1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1047!SPC MI N     -   0.99997650  x   0.99990724  =   0.99988374
 RJ1047!UTM  16      -   0.99997650  x   1.00013655  =   1.00011305
 RJ1047
 RJ1047                          SUPERSEDED SURVEY CONTROL
 RJ1047
 RJ1047  NAD 83(1986)-  46 27 20.24075(N)    084 16 45.98548(W) AD(       ) 4
 RJ1047  NAD 27      -  46 27 20.16165(N)    084 16 45.86657(W) AD(       ) 3
 RJ1047  NGVD 29 (02/08/93)  186.7    (m)          613.     (f) VERT ANG       
 RJ1047
 RJ1047.Superseded values are not recommended for survey control.
 RJ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1047.See file dsdata.txt to determine how the superseded data were derived.
 RJ1047
 RJ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0891948269(NAD 83)
 RJ1047_MARKER: 14 = NAVIGATION LIGHT
 RJ1047_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1047
 RJ1047  HISTORY     - Date     Condition        Report By
 RJ1047  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1047  HISTORY     - 1986     GOOD             NOS
 RJ1047  HISTORY     - 19940720 GOOD             USPSQD
 RJ1047
 RJ1047                          STATION DESCRIPTION
 RJ1047
 RJ1047'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1047'THE STATION, FRECHETTE POINT LT 91, IS THE FIXED GREEN LIGHT
 RJ1047'ON TOP OF BUT NOT IN THE CENTER OF THE 9 METER STRUCTURE
 RJ1047'SUPPORTING THE FRECHETTE POINT F RNG LT.
 RJ1047'
 RJ1047'THE STATION IS LOCATED ON A CAISSON IN THE ST MARYS RIVER NEAR
 RJ1047'FRECHETTE POINT.
 RJ1047'
 RJ1047'TO REACH THE STATION FROM THE SAULT STE MARIE MUNICIPAL DOCK
 RJ1047'ON LITTLE RAPIDS CREEK IN SAULT STE MARIE, MICHIGAN GO SOUTHERLY
 RJ1047'BY BOAT,FOR APPROXIMATELY 2.0 NAUTICAL MILES.
 RJ1047
 RJ1047                          STATION RECOVERY (1986)
 RJ1047
 RJ1047'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 RJ1047'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST FROM
 RJ1047'THE FERRY LANDING AT MISSION POINT.
 RJ1047'
 RJ1047'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY LANDING SITE
 RJ1047'AT MISSION POINT GO SOUTHEAST BY BOAT FOR APPROXIMATELY 2.0
 RJ1047'MILES TO THE LIGHT ON THE RIGHT.  THE STATION IS ALSO THE SAME
 RJ1047'STRUCTURE AS THE FRECHETTE POINT F RNG LT.
 RJ1047'
 RJ1047'THE STATION IS THE HIGHEST VERTICAL POINT OF THE FIXED GREEN
 RJ1047'LIGHT ATOP THE BLACK SKELETAL TOWER.
 RJ1047'
 RJ1047'DESCRIBED BY M JOHNSON.
 RJ1047
 RJ1047                          STATION RECOVERY (1994)
 RJ1047
 RJ1047'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1029 ***********************************************************************
 RJ1029  DESIGNATION -  FRECHETTE POINT R RNG LT
 RJ1029  PID         -  RJ1029
 RJ1029  STATE/COUNTY-  MI/CHIPPEWA
 RJ1029  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1029
 RJ1029                         *CURRENT SURVEY CONTROL
 RJ1029  ___________________________________________________________________
 RJ1029* NAD 83(1994)-  46 27 55.72815(N)    084 17 24.17310(W)     ADJUSTED  
 RJ1029* NAVD 88     -       204.     (meters)     669.     (feet)  VERTCON   
 RJ1029  ___________________________________________________________________
 RJ1029  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RJ1029  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1029
 RJ1029  HORZ ORDER  -  THIRD
 RJ1029
 RJ1029.The horizontal coordinates were established by classical geodetic methods
 RJ1029.and adjusted by the National Geodetic Survey in February 1997..
 RJ1029.No horizontal observational check was made to the station.
 RJ1029
 RJ1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1029
 RJ1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1029
 RJ1029.The geoid height was determined by GEOID03.
 RJ1029
 RJ1029;                    North         East     Units Scale Factor Converg.
 RJ1029;SPC MI N     -   190,518.606 8,208,094.812   MT  0.99990777   +1 57 31.4
 RJ1029;SPC MI N     -   625,061.04 26,929,444.92   iFT  0.99990777   +1 57 31.4
 RJ1029;UTM  16      - 5,149,336.130   708,067.411   MT  1.00013218   +1 57 55.1
 RJ1029
 RJ1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1029!SPC MI N     -   0.99997378  x   0.99990777  =   0.99988155
 RJ1029!UTM  16      -   0.99997378  x   1.00013218  =   1.00010595
 RJ1029
 RJ1029                          SUPERSEDED SURVEY CONTROL
 RJ1029
 RJ1029  NAD 83(1986)-  46 27 55.71226(N)    084 17 24.18697(W) AD(       ) 4
 RJ1029  NAD 27      -  46 27 55.63692(N)    084 17 24.05716(W) AD(       ) 3
 RJ1029  NGVD 29 (07/19/86)  204.     (m)          669.     (f) VERT ANG       
 RJ1029
 RJ1029.Superseded values are not recommended for survey control.
 RJ1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1029.See file dsdata.txt to determine how the superseded data were derived.
 RJ1029
 RJ1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0806749336(NAD 83)
 RJ1029_MARKER: 14 = NAVIGATION LIGHT
 RJ1029_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1029
 RJ1029  HISTORY     - Date     Condition        Report By
 RJ1029  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1029  HISTORY     - 19940720 GOOD             USPSQD
 RJ1029
 RJ1029                          STATION DESCRIPTION
 RJ1029
 RJ1029'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1029'THE STATION, FRECHETTE POINT R RNG LT, IS THE FIXED GREEN
 RJ1029'LIGHT ON TOP OF A 27 METER HIGH STRUCTURE.
 RJ1029'
 RJ1029'THE STATION IS LOCATED ON THE SOUTHEAST END OF ISLAND NO. 1
 RJ1029'BETWEEN THE ST MARYS RIVER AND THE LITTLE RAPIDS CUT.
 RJ1029'
 RJ1029'TO REACH THE STATION FROM THE SAULT STE MARIE MUNICIPAL DOCK
 RJ1029'IN SAULT STE MARIE, MICHIGAN, GO BY BOAT SOUTHEAST FOR
 RJ1029'APPROXIMATELY 1 NAUTICAL MILE TO THE SOUTHEAST END OF THE
 RJ1029'ISLAND AND THE AREA OF THE STATION.
 RJ1029
 RJ1029                          STATION RECOVERY (1994)
 RJ1029
 RJ1029'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0193 ***********************************************************************
 QK0193  DESIGNATION -  FREEDOM
 QK0193  PID         -  QK0193
 QK0193  STATE/COUNTY-  MI/CHEBOYGAN
 QK0193  USGS QUAD   -  
 QK0193
 QK0193                         *CURRENT SURVEY CONTROL
 QK0193  ___________________________________________________________________
 QK0193* NAD 83(1986)-  45 43 55.     (N)    084 37 59.     (W)     SCALED    
 QK0193* NAVD 88     -       185.566  (meters)     608.81   (feet)  ADJUSTED  
 QK0193  ___________________________________________________________________
 QK0193  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QK0193  DYNAMIC HT  -         185.568 (meters)     608.82  (feet)  COMP
 QK0193  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 QK0193
 QK0193  VERT ORDER  -  FIRST     CLASS I
 QK0193
 QK0193.The horizontal coordinates were scaled from a topographic map and have
 QK0193.an estimated accuracy of +/- 6 seconds.
 QK0193
 QK0193.The orthometric height was determined by differential leveling
 QK0193.and adjusted by the National Geodetic Survey in June 1991..
 QK0193
 QK0193.The geoid height was determined by GEOID03.
 QK0193
 QK0193.The dynamic height is computed by dividing the NAVD 88
 QK0193.geopotential number by the normal gravity value computed on the
 QK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0193.degrees latitude (g = 980.6199 gals.).
 QK0193
 QK0193.The modeled gravity was interpolated from observed gravity values.
 QK0193
 QK0193;                    North         East    Units  Estimated Accuracy
 QK0193;SPC MI C     -   268,430.    5,979,270.      MT  (+/- 180 meters Scaled)
 QK0193
 QK0193                          SUPERSEDED SURVEY CONTROL
 QK0193
 QK0193.No superseded survey control is available for this station.
 QK0193
 QK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR841669(NAD 83)
 QK0193_MARKER: DD = SURVEY DISK
 QK0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0193_SP_SET: CULVERT
 QK0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0193
 QK0193  HISTORY     - Date     Condition        Report By
 QK0193  HISTORY     - 1973     MONUMENTED       USLS
 QK0193  HISTORY     - 1973     GOOD             USLS
 QK0193
 QK0193                          STATION DESCRIPTION
 QK0193
 QK0193'DESCRIBED BY US LAKE SURVEY 1973
 QK0193'6.2 MI SE FROM MACKINAW CITY.
 QK0193'FREEDOM IS IN CHEBOYGAN COUNTY, MICHIGAN, 6.2 MILES SOUTHEAST ALONG
 QK0193'HWY. U.S. 23, FROM THE INTERSECTION OF LANGLADE STREET AND
 QK0193'CENTRAL AVE. IN MACKINAW CITY, 0.5 MILES EAST OF N. HERON MAIL
 QK0193'ROAD, 28 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 0.8 FEET
 QK0193'NORTHWEST OF SOUTHEAST FACE AND 0.5 FEET NORTHEAST OF SOUTHWEST
 QK0193'FACE OF A 4-FOOT CONCRETE CULVERT, 1-FOOT BELOW THE ROAD SURFACE,
 QK0193'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 QK0193'INTO TOP OF CULVERT.  NOTE-- PREV. DESIG. FREEDOM 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0006 ***********************************************************************
 OK0006  FBN         -  This is a Federal Base Network Control Station.
 OK0006  PACS        -  This is a Primary Airport Control Station.
 OK0006  DESIGNATION -  FREELAND
 OK0006  PID         -  OK0006
 OK0006  STATE/COUNTY-  MI/SAGINAW
 OK0006  USGS QUAD   -  AUBURN (1973)
 OK0006
 OK0006                         *CURRENT SURVEY CONTROL
 OK0006  ___________________________________________________________________
 OK0006* NAD 83(1994)-  43 31 22.32418(N)    084 05 26.01391(W)     ADJUSTED  
 OK0006* NAVD 88     -       203.553  (meters)     667.82   (feet)  ADJUSTED  
 OK0006  ___________________________________________________________________
 OK0006  X           -     476,921.563 (meters)                     COMP
 OK0006  Y           -  -4,607,649.372 (meters)                     COMP
 OK0006  Z           -   4,369,920.959 (meters)                     COMP
 OK0006  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 OK0006  ELLIP HEIGHT-         169.32  (meters)          (06/11/02) GPS OBS
 OK0006  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OK0006  DYNAMIC HT  -         203.512 (meters)     667.69  (feet)  COMP
 OK0006  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 OK0006  OBS GRAVITY -     980,412.0   (mgal)                       GRAV_OBS
 OK0006
 OK0006  HORZ ORDER  -  A
 OK0006  VERT ORDER  -  SECOND    CLASS 0
 OK0006  ELLP ORDER  -  FOURTH    CLASS I
 OK0006
 OK0006.This mark is at Tri City Intl Airport (MBS)
 OK0006
 OK0006.The horizontal coordinates were established by GPS observations
 OK0006.and adjusted by the National Geodetic Survey in July 1992..
 OK0006
 OK0006.The orthometric height was determined by differential leveling
 OK0006.and adjusted by the National Geodetic Survey in June 1991..
 OK0006
 OK0006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0006
 OK0006.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0006
 OK0006.The ellipsoidal height was determined by GPS observations
 OK0006.and is referenced to NAD 83.
 OK0006
 OK0006.The geoid height was determined by GEOID03.
 OK0006
 OK0006.The dynamic height is computed by dividing the NAVD 88
 OK0006.geopotential number by the normal gravity value computed on the
 OK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0006.degrees latitude (g = 980.6199 gals.).
 OK0006
 OK0006.The modeled gravity was interpolated from observed gravity values.
 OK0006.The observed gravity was obtained from relative gravimeter ties
 OK0006.to the IGSN71 gravity network.
 OK0006
 OK0006;                    North         East     Units Scale Factor Converg.
 OK0006;SPC MI S     -   224,738.686 4,022,321.472   MT  0.99996884   +0 11 16.4
 OK0006;SPC MI S     -   737,331.65 13,196,592.76   iFT  0.99996884   +0 11 16.4
 OK0006;UTM  16      - 4,822,993.954   735,128.335   MT  1.00028009   +2 00 16.1
 OK0006
 OK0006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0006!SPC MI S     -   0.99997345  x   0.99996884  =   0.99994229
 OK0006!UTM  16      -   0.99997345  x   1.00028009  =   1.00025353
 OK0006
 OK0006:                Primary Azimuth Mark                     Grid Az
 OK0006:SPC MI S     -  APPOLD                                   067 32 14.2
 OK0006:UTM  16      -  APPOLD                                   065 43 14.5
 OK0006
 OK0006|---------------------------------------------------------------------|
 OK0006| PID    Reference Object                     Distance      Geod. Az  |
 OK0006|                                                           dddmmss.s |
 OK0006| OJ1071 APPOLD                              APPROX.11.0 KM 0674330.6 |
 OK0006| CH0217 FREELAND RM 1                                      07459     |
 OK0006| CH0218 FREELAND RM 2                                      18113     |
 OK0006| CH0216 FREELAND AZ MK                                     1823452.8 |
 OK0006| OK0505 MIDLAND DOW CHEM N STACK            APPROX.15.1 KM 3081227.0 |
 OK0006|---------------------------------------------------------------------|
 OK0006
 OK0006                          SUPERSEDED SURVEY CONTROL
 OK0006
 OK0006  ELLIP H (07/24/97)  169.38   (m)                       GP(       ) 2 1
 OK0006  ELLIP H (07/31/92)  169.30   (m)                       GP(       ) 1 1
 OK0006  NAD 83(1986)-  43 31 22.31147(N)    084 05 26.03523(W) AD(       ) 1
 OK0006  NAD 27      -  43 31 22.21629(N)    084 05 26.10915(W) AD(       ) 1
 OK0006  NAVD 88 (11/28/94)  203.55   (m)          667.8    (f) LEVELING    3  
 OK0006  NAVD 88 (09/30/91)  203.55   (m)          667.8    (f) LEVELING    3  
 OK0006  NGVD 29 (??/??/92)  203.732  (m)          668.41   (f) ADJ UNCH    2 0
 OK0006
 OK0006.Superseded values are not recommended for survey control.
 OK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0006.See file dsdata.txt to determine how the superseded data were derived.
 OK0006
 OK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP3512822994(NAD 83)
 OK0006_MARKER: DS = TRIANGULATION STATION DISK
 OK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0006_SP_SET: CONCRETE POST
 OK0006_STAMPING: FREELAND 1932
 OK0006_MARK LOGO: CGS   
 OK0006_PROJECTION: RECESSED 15 CENTIMETERS
 OK0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0006+STABILITY: SURFACE MOTION
 OK0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0006+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OK0006
 OK0006  HISTORY     - Date     Condition        Report By
 OK0006  HISTORY     - 1932     MONUMENTED       CGS
 OK0006  HISTORY     - 1948     SEE DESCRIPTION  CGS
 OK0006  HISTORY     - 1955     SEE DESCRIPTION  CGS
 OK0006  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OK0006  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OK0006  HISTORY     - 1966     GOOD             NGS
 OK0006  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0006  HISTORY     - 1976     GOOD             NGS
 OK0006  HISTORY     - 1980     GOOD             MIDH
 OK0006  HISTORY     - 1987     GOOD             NGS
 OK0006  HISTORY     - 19891023 GOOD             NGS
 OK0006  HISTORY     - 19900426 GOOD             NGS
 OK0006  HISTORY     - 19910108 GOOD             LOCENG
 OK0006  HISTORY     - 19910108 GOOD             LOCENG
 OK0006  HISTORY     - 19910625 GOOD             NGS
 OK0006  HISTORY     - 19931004 GOOD             NGS
 OK0006  HISTORY     - 19940512 GOOD             NGS
 OK0006  HISTORY     - 19960507 GOOD             MIDT
 OK0006  HISTORY     - 20010426 GOOD             MIDT
 OK0006  HISTORY     - 20011203 GOOD             NGS
 OK0006  HISTORY     - 20040511 GOOD             INDIV
 OK0006  HISTORY     - 20040530 GOOD             WADTRI
 OK0006
 OK0006                          STATION DESCRIPTION
 OK0006
 OK0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0006'ABOUT 9 MILES NORTHWEST
 OK0006'OF SAGINAW, 1 MILE
 OK0006'EAST OF FREELAND, IN NW 1/4 SEC. 23, T. 13 N., R. 3 E., ON LAND
 OK0006'OWNED BY MR. WILLIAM WAGNER, 1 FOOT
 OK0006'EAST OF EAST RIGHT-OF-WAY FENCE OF NORTH-AND-SOUTH
 OK0006'CONCRETE ROAD, 29 FEET EAST OF CENTER LINE OF ROAD, 35
 OK0006'FEET NORTH OF NORTHEAST
 OK0006'CORNER OF CONCRETE CULVERT, AND ABOUT 20 YARDS WEST OF LARGE
 OK0006'UNPAINTED BARN.  TO REACH
 OK0006'FROM SAGINAW RIVER BRIDGE, GO WEST 9.2 MILES ON U.S. ROUTE 10 TO
 OK0006'POINT WHERE U.S. ROUTE 10
 OK0006'GOES TO LEFT AND CONCRETE ROAD GOES TO RIGHT (NORTH) (THIS
 OK0006'POINT IS 4.1 MILES NORTHWEST OF
 OK0006'JUNCTION OF U.S. ROUTE 10 AND ROUTE M-47),
 OK0006'TURN NORTH ONTO CONCRETE ROAD, AND GO 2.6 MILES TO
 OK0006'STATION SITE OPPOSITE BARN.
 OK0006'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0006'CONCRETE, NOTES 1A AND
 OK0006'7A.  UPPER MARK PROJECTS 4 INCHES.  REFERENCE AND AZIMUTH MARKS
 OK0006'ARE STANDARD REFERENCE MARKS IN
 OK0006'CONCRETE, NOTE 11A.  NO. 1 PROJECTS 6 INCHES,
 OK0006'IS 44 FEET NORTH OF NORTHEAST CORNER OF
 OK0006'ABOVE-MENTIONED BARN, 6 FEET WEST OF NORTHWEST
 OK0006'CORNER OF SMALL SHED, AND 136.95 FEET FROM STATION IN
 OK0006'AZIMUTH 254 DEG. 58 MIN.  NO.  2
 OK0006'PROJECTS 5 INCHES, IS IN EAST RIGHT-OF-WAY FENCE, 28 FEET EAST OF
 OK0006'CENTER LINE OF ABOVE-MENTIONED
 OK0006'CONCRETE ROAD, ABOUT 50 YARDS SOUTHWEST OF SOUTHWEST CORNER
 OK0006'OF BARN, AND 158.51 FEET FROM
 OK0006'STATION IN AZIMUTH 1 DEG. 13 MIN.  AZIMUTH MARK PROJECTS
 OK0006'5 INCHES, IS 27 FEET WEST OF CENTER LINE OF
 OK0006'NORTH-AND-SOUTH CONCRETE ROAD, 3 FEET
 OK0006'NORTH OF TELEPHONE POLE, 15 FEET NORTHWEST OF NORTHWEST CORNER
 OK0006'OF CONCRETE CULVERT, AND
 OK0006'APPROXIMATELY 0.35 MILE FROM STATION IN AZIMUTH 2 DEG. 34 MIN. 49
 OK0006'SEC.
 OK0006
 OK0006                          STATION RECOVERY (1948)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 OK0006'STATION IN EXCELLENT CONDITION.
 OK0006'RECOVERED AS
 OK0006'DESCRIBED IN SPECILA PUBLICATION 214, EXCEPT
 OK0006'FOR THE FOLLOWING-
 OK0006'
 OK0006'ADD TO DESCRIPTION - 17 FEET SE OF THE SE CORNER OF A CONCRETE
 OK0006'CULVERT.
 OK0006'
 OK0006'DELETE FROM DESCRIPTION - UPPER MARK PROJECTS 4 INCHES.
 OK0006'THIS MARK IS NOW
 OK0006'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 OK0006'
 OK0006'R.M. 1 IS TILTED OUT OF POSITION AND THE DISK IS ALSO
 OK0006'CRACKED IN TWO
 OK0006'PIECES.  ONE HALF IS STILL FIRMLY ATTACHED TO THE
 OK0006'CONCRETE POST, THE OTHER HALF IS
 OK0006'LOOSE AND WILL SOMEDAY BE REMOVED.
 OK0006'DELETE REFERENCE TO SMALL SHED.
 OK0006'
 OK0006'R.M.S 2 AND 3 ARE IN GOOD CONDITION.  RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1955)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 OK0006'THE STATION, REFERENCE MARKS, AND AZIMUTH MARK WERE
 OK0006'RECOVERED.  ONE
 OK0006'HALF OF THE DISK OF REFERENCE MARK 1 IS MISSING,
 OK0006'AND REFERENCE MARK 2 IS TILTED.
 OK0006'THE STATION AND AZIMUTH MARK ARE
 OK0006'IN GOOD CONDITION.  THE DESCRIPTIONS ARE ADEQUATE.
 OK0006
 OK0006                          STATION RECOVERY (1957)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 OK0006'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED,
 OK0006'EXCEPT FOR THE
 OK0006'FOLLOWING-
 OK0006'
 OK0006'BARN, SHED, AND CONCRETE CULVERT MENTIONED IN ORIGINAL DESCRIPTION
 OK0006'NO LONGER EXIST.
 OK0006'
 OK0006'STATION RECOVERED IN GOOD CONDITION, 29.1 FT. E OF THE CENTERLINE
 OK0006'OF A N-S ROAD,
 OK0006'21.5 FT. S-SW OF A POWER POLE, 17.3 FT. SE OF
 OK0006'THE S END OF A CULVERT UNDER THE
 OK0006'N-S ROAD, AND 3.0 FT. W OF A FENCE.
 OK0006'MARK IS FLUSH WITH THE GROUND.
 OK0006'
 OK0006'AZIMUTH MARK COULD NOT BE RECOVERED AFTER A THOROUGH SEARCH
 OK0006'OF THE AREA.  MARK
 OK0006'WAS PROBABLY DESTROYED WHEN CULVERT UNDER THE
 OK0006'ROAD WAS CHANGED, AND AREA IN
 OK0006'VICINITY OF MARK WAS GRADED DURING
 OK0006'CONSTRUCTION OF TRI-CITY AIRPORT.
 OK0006'
 OK0006'REFERENCE MARK 1 IS 57.0 FT. NW OF A POWER POLE, 45.6 FT. W
 OK0006'OF A FENCE CORNER,
 OK0006'1.5 FT. S OF A FENCE.  MARK PROJECTS ABOUT 6
 OK0006'IN. AND APPEARS TO HAVE BEEN SLIGHTLY
 OK0006'DISTURBED.
 OK0006'
 OK0006'REFERENCE MARK 2 IS 119.6 FT S-SE OF THE S END OF THE CONCRETE
 OK0006'CULVERT UNDER THE
 OK0006'N-S ROAD, AND 28.2 FT. E OF THE CENTERLINE
 OK0006'OF THE N-S ROAD.  MARK PROJECTS
 OK0006'ABOUT 6 IN. AND APPEARS TO HAVE
 OK0006'BEEN SLIGHTLY DISTURBED.
 OK0006'
 OK0006'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION
 OK0006'OF MAIN (U.S.
 OK0006'ROUTE 10), AND WASHINGTON STREETS IN FREELAND, GO
 OK0006'1.7 MI. E ON WASHINGTON TO
 OK0006'T-ROAD (S), TURN RIGHT AND GO 0.1 MI.
 OK0006'S TO THE STATION ON THE LEFT.
 OK0006
 OK0006                          STATION RECOVERY (1958)
 OK0006
 OK0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OK0006'STATION RECOVERED IN GOOD CONDITION.
 OK0006'
 OK0006'THE STATION IS LOCATED 1-1/2 MILES EAST OF FREELAND, ABOUT 1/2 MILE
 OK0006'SOUTH OF TRI-CITY
 OK0006'AIRPORT, NEAR CORNER SECS. 14, 15, 22, AND 23, T 13 N, R 3 E, 640
 OK0006'FEET SOUTH AND 29 FEET EAST OF
 OK0006'T-ROAD SOUTH, 68 FEET SOUTH OF A ROAD NORTHEAST, 21 FEET SOUTH
 OK0006'AND 5 FEET WEST OF A POWER POLE, IN
 OK0006'CONCRETE POST, A STANDARD U.S.C. AND G.S. DIKS,
 OK0006'STAMPED FREELAND 1932.
 OK0006
 OK0006                          STATION RECOVERY (1966)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OK0006'1 MI E FROM FREELAND.
 OK0006'ABOUT 9 MILES NORTHWEST OF SAGINAW, 1 MILE EAST OF FREELAND
 OK0006'AT THE SOUTHWEST EDGE OF THE TRI-CITY AIRPORT, 2 FEET WEST OF
 OK0006'A RIGHT OF WAY FENCE, 29 FEET EAST OF THE CENTERLINE OF A
 OK0006'CONCRETE ROAD, 35 FEET NORTH OF THE NORTHEAST CORNER OF A
 OK0006'CONCRETE CULVERT, 17 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 OK0006'OF A CONCRETE CULVERT.  A STANDARD TRIANGULATION DISK STAMPED
 OK0006'FREELAND 1932 SET IN THE TOP OF A CONCRETE POST ABOUT TWO
 OK0006'INCHES BELOW THE SURFACE OF THE GROUND.
 OK0006
 OK0006                          STATION RECOVERY (1969)
 OK0006
 OK0006'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 OK0006'STATION RECOVERED AS DESCRIBED BY USGS IN 1958.  RMS AND AZIMUTH NOT
 OK0006'SEARCHED FOR.
 OK0006'
 OK0006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.5 MILES E. OF
 OK0006'FREELAND
 OK0006
 OK0006                          STATION RECOVERY (1976)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RPD)
 OK0006'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 OK0006'
 OK0006'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.0 MILE EAST OF
 OK0006'FREELAND.
 OK0006
 OK0006                          STATION RECOVERY (1980)
 OK0006
 OK0006'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0006'THE STATION WAS FOUND IN GOOD CONDITION.
 OK0006'
 OK0006'THE REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 OK0006
 OK0006                          STATION RECOVERY (1987)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (RLR)
 OK0006'STATION IS LOCATED ABOUT 9 MILES NORTHWEST OF SAGINAW,
 OK0006'4 MILES SOUTHEAST OF MIDLAND AND 1 MILE EAST OF FREELAND
 OK0006'AT THE SOUTHWEST EDGE OF THE TRI-CITY AIRPORT AND INSIDE
 OK0006'A CHAIN-LINK FENCE AT THE JUNCTION OF A SERVICE ROAD AND THE
 OK0006'OLD EXTENTION OF GARFIELD ROAD.  IT IS A STANDARD NGS
 OK0006'TRIANGULATION DISK SET INTO THE TOP OF A SQUARE CONCRETE
 OK0006'MONUMENT ABOUT 6-INCHES BELOW THE SURFACE.  LOCATED 10.66
 OK0006'M., 35.0 FEET NORTH-NORTHEAST OF THE NORTH END OF CONCRETE
 OK0006'HEADWALL OF A BOX CULVERT UNDER THE NORTH-SOUTH ROAD,
 OK0006'9.144 M., 30.0 FEET EAST OF THE CENTER OF THE PAVED ROAD,
 OK0006'6.096 M., 20.0 FEET SOUTH OF THE EAST END OF A CONCRETE
 OK0006'CULVERT UNDER THE NORTH-SOUTH ROAD, 2.896 M., 9.5 FEET
 OK0006'NORTH OF A UTILITY POLE, 0.610 M., 2.0 FEET SOUTH
 OK0006'-SOUTHWEST AND 0.610 M., 2.0 FEET NORTH-NORTHEAST FROM TWO
 OK0006'CARSONITE WITNESS POSTS.
 OK0006'
 OK0006'TO VISIT THIS STATION YOU WILL NEED TO CHECK WITH
 OK0006'AIRPORT SECURITY FOR ESCORT ACROSS AIRPORT.  PHONE
 OK0006'(517) 695-5558, FIRE DEPARTMENT AND SECURITY OFFICE.
 OK0006'
 OK0006'RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1989)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0006'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF SAGINAW,
 OK0006'2.4 KM (1.50 MI) EAST OF FREELAND AND ON THE GROUNDS OF THE TRI-CITY
 OK0006'AIRPORT.  CALL AHEAD FOR SECURITY ESCORT, PHONE (517)695-5558.
 OK0006'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE 47 AND
 OK0006'WASHINGTON ROAD IN THE TOWN OF FREELAND, GO EAST ON WASHINGTON ROAD,
 OK0006'WHICH BECOMES FREELAND ROAD, FOR 2.2 KM (1.35 MI) TO A Y-FORK.  TURN
 OK0006'LEFT AND GO NORTH ON GARFIELD ROAD FOR 1.05 KM (0.65 MI) TO THE MAIN
 OK0006'ENTRANCE ROAD TO TRI-CITY AIRPORT.  TURN RIGHT AND GO SOUTHEASTERLY
 OK0006'FOR 0.55 KM (0.35 MI) TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD TO THE
 OK0006'GENERAL AVIATION TERMINAL, FAA AND AIRPORT ADMINISTRATION BUILDING FOR
 OK0006'0.25 KM (0.15 MI) TO A SECURED GATE AT THE NORTH END OF THE BUILDING.
 OK0006'PUSH BUZZER TO CALL SECURITY AND OPEN GATE.  PASS THROUGH THE GATE AND
 OK0006'PROCEED ACROSS TAXIWAY ONTO SERVICE ROAD LEADING SOUTHWEST, SOUTH AND
 OK0006'SOUTHEAST FOR 1.55 KM (0.95 MI) TO A CROSSROAD, OLD EXTENTION OF
 OK0006'GARFIELD ROAD AND THE STATION ON THE RIGHT.
 OK0006'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 42 CM SQUARE
 OK0006'CONCRETE MONUMENT RECESSED 18 CM BELOW THE GROUND.  LOCATED 10.67 M
 OK0006'(35.0 FT) NORTH-NORTHEAST OF THE NORTH END OF HEADWALL OF A BOX
 OK0006'CULVERT UNDER THE NORTH-SOUTH ROAD, 9.15 M (30.0 FT) EAST OF THE
 OK0006'CENTER OF THE PAVED ROAD, 6.1 M (20.0 FT) SOUTH OF THE EAST END OF A
 OK0006'CONCRETE CULVERT UNDER THE ROAD, 2.9 M (9.5 FT) NORTH OF A UTILITY
 OK0006'POLE, 0.6 M (2.0 FT) SOUTH OF A CARSONITE WITNESS POST AND 0.6 M
 OK0006'(2.0 FT) NORTH OF A CARSONITE WITNESS POST.
 OK0006'DESCRIBED BY R.L. RAMSEY, TYPED BY HJS.
 OK0006
 OK0006                          STATION RECOVERY (1990)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 OK0006'RECOVERED IN GOOD CONDITION.
 OK0006
 OK0006                          STATION RECOVERY (1991)
 OK0006
 OK0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OK0006'RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1991)
 OK0006
 OK0006'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OK0006'FOUND IN GOOD CONDITION AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (1991)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0006'THE STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTHWEST OF SAGINAW,
 OK0006'2.4 KM (1.5 MI) EAST OF FREELAND AND ON THE GROUNDS OF THE TRI-CITY
 OK0006'AIRPORT.  CALL AHEAD FOR SECURITY ESCORT, PHONE (517)695-5558.
 OK0006'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTE 47 AND
 OK0006'WASHINGTON ROAD IN THE TOWN OF FREELAND, GO EAST ON WASHINGTON ROAD,
 OK0006'WHICH BECOMES FREELAND ROAD, FOR 2.2 KM (1.4 MI) TO A Y-FORK.  TURN
 OK0006'LEFT AND GO NORTH ON GARFIELD ROAD FOR 1.05 KM (0.65 MI) TO THE MAIN
 OK0006'ENTRANCE ROAD TO TRI-CITY AIRPORT.  TURN RIGHT AND GO SOUTHEASTERLY
 OK0006'FOR 0.55 KM (0.34 MI) TO A STOP SIGN.  CONTINUE STRAIGHT AHEAD TO THE
 OK0006'GENERAL AVIATION TERMINAL, FAA AND AIRPORT ADMINISTRATION BUILDING
 OK0006'FOR 0.25 KM (0.16 MI) TO A SECURED GATE AT THE NORTH END OF THE
 OK0006'BUILDING. PUSH BUZZER TO CALL SECURITY AND OPEN GATE.  PASS THROUGH
 OK0006'THE GATE AND PROCEED ACROSS TAXIWAY ONTO SERVICE ROAD LEADING
 OK0006'SOUTHWEST, SOUTH AND SOUTHEAST FOR 1.55 KM (0.96 MI) TO A CROSSROAD,
 OK0006'OLD EXTENTION OF GARFIELD ROAD AND THE STATION ON THE RIGHT.
 OK0006'MONUMENT IS RECESSED 18 CM BELOW THE GROUND.  LOCATED 10.67 M
 OK0006'(35.01 FT) NORTH-NORTHEAST OF THE NORTH END OF HEADWALL OF A BOX
 OK0006'CULVERT UNDER THE NORTH-SOUTH ROAD, 9.15 M (30.02 FT) EAST OF THE
 OK0006'CENTER OF THE PAVED ROAD, 6.1 M (20.0 FT) SOUTH OF THE EAST END OF A
 OK0006'CONCRETE CULVERT UNDER THE ROAD, 2.9 M (9.5 FT) NORTH OF A UTILITY
 OK0006'POLE, 0.6 M (2.0 FT) SOUTH OF A CARSONITE WITNESS POST AND 0.6 M
 OK0006'(2.0 FT) NORTH OF A CARSONITE WITNESS POST.
 OK0006
 OK0006                          STATION RECOVERY (1993)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (CLS)
 OK0006'THE STATION IS LOCATED ABOUT 14.5 KM (9.01 MI) NORTHWEST OF SAGINAW,
 OK0006'2.4 KM (1.49 MI) EAST OF FREELAND, AND ON THE GROUNDS OF THE TRI-CITY
 OK0006'AIRPORT.  CALL AHEAD FOR SECURITY ESCORT, PHONE (517) 695-5558.
 OK0006' 
 OK0006'TO REACH FROM THE JUNCTION OF STATE ROUTE 47 AND WASHINGTON ROAD IN
 OK0006'FREELAND, GO EAST ON WASHINGTON ROAD, WHICH BECOMES FREELAND ROAD, FOR
 OK0006'2.2 KM (1.37 MI) TO A Y-FORK.  TURN LEFT, NORTH, ON GARFIELD ROAD FOR
 OK0006'1.05 KM (0.65 MI) TO THE MAIN ENTRANCE ROAD TO THE TRI-CITY AIRPORT.
 OK0006'TURN RIGHT, SOUTHEASTERLY FOR 0.55 KM (0.34 MI) TO A STOP SIGN.
 OK0006'CONTINUE AHEAD TO THE GENERAL AVIATION TERMINAL, FAA AND AIRPORT
 OK0006'ADMINISTRATION BUILDING FOR 0.25 KM (0.16 MI) TO A SECURED GATE AT THE
 OK0006'NORTH END OF THE BUILDING.  PUSH BUZZER TO CALL SECURITY AND OPEN
 OK0006'GATE.  PASS THROUGH THE GATE AND PROCEED ACROSS TAXIWAY ONTO SERVICE
 OK0006'ROAD LEADING SOUTHWEST, SOUTH, AND SOUTHEAST FOR 1.55 KM (0.96 MI) TO
 OK0006'A CROSSROAD, OLD EXTENSION OF GARFIELD ROAD AND THE STATION ON THE
 OK0006'RIGHT.
 OK0006' 
 OK0006'STATION MARK IS A TRIANGULATION STATION DISK SET IN THE TOP OF A
 OK0006'SQUARE CONCRETE POST RECESSED 15 CM BELOW THE SURFACE.  IT IS 10.7 M
 OK0006'(35.10 FT) NORTH-NORTHEAST OF THE NORTH END OF HEADWALL OF A BOX
 OK0006'CULVERT UNDER THE NORTH-SOUTH ROAD, 9.15 M (30.02 FT) EAST OF THE
 OK0006'CENTER OF THE PAVEC ROAD, 6.1 M (20.01 FT) SOUTH OF THE EAST END OF A
 OK0006'CONCRETE CULVERT UNDER THE ROAD, 2.9 M (9.51 FT) NORTH OF A UTILITY
 OK0006'POLE, 0.6 M (1.97 FT) SOUTH OF A FIBERGLASS WITNESS POST, AND 0.76 M
 OK0006'(2.49 FT) NORTH OF A FIBERGLASS WITNESS POST.
 OK0006
 OK0006                          STATION RECOVERY (1994)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0006'NOTE--ESCORT REQUIRED TO REACH STATION.
 OK0006' 
 OK0006'STATION IS LOCATED ABOUT 16 KM (9.95 MI) NORTHWEST OF SAGINAW, AT THE
 OK0006'SOUTHWEST END OF THE TRI-CITY INTERNATIONAL AIRPORT, ABOUT 300 M
 OK0006'(984.2 FT) NORTHWEST OF THE JET FUEL FARM, 150 M (492.1 FT) NORTHEAST
 OK0006'OF THE PERIMETER FENCE, AT AN OLD ROAD JUNCTION, NEAR THE NORTHEAST
 OK0006'CORNER OF SECTION 23, T 13 N, R 3 E.  OWNERSHIP--TRI-CITY AIRPORT,
 OK0006'8500 GARFIELD ROAD, BOX P, FREELAND, MI 48623.  AIRPORT MANAGER IS
 OK0006'ELIZABETH OWEN, PHONE 517-695-5555.
 OK0006' 
 OK0006'TO REACH FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAY 10 AND
 OK0006'GARFIELD ROAD (2 KM SOUTHWEST OF AUBURN), GO SOUTH ON GARFIELD ROAD
 OK0006'FOR 7.47 KM (4.65 MI) TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN
 OK0006'LEFT, EAST, ON ROAD FOR 0.43 KM (0.25 MI) TO A ROAD RIGHT.  TURN
 OK0006'RIGHT, SOUTHEAST, ON ROAD FOR 0.23 KM (0.15 MI) TO THE EXECUTIVE
 OK0006'TERMINAL BUILDING AND THE ADMINISTRATIVE OFFICE AND SECURITY OFFICE.
 OK0006' 
 OK0006'STATION MARK IS A DISK SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 OK0006'15 CM RECESSED BELOW GROUND IN OPEN HOLE.  IT IS 8.9 M (29.2 FT) EAST
 OK0006'OF A ROAD CENTER, 2.7 M (8.9 FT) NORTH OF A UTILITY POLE, 10.7 M (35.1
 OK0006'FT) NORTH-NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT HEADWALL,
 OK0006'5.9 M (19.4 FT) SOUTH-SOUTHEAST OF THE TOP CENTER OF A CONCRETE PIPE
 OK0006'CULVERT, 0.7 M (2.3 FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.8 M (2.6
 OK0006'FT) NORTH OF A FIBERGLASS WITNESS POST, AND 23.8 M (78.1 FT)
 OK0006'SOUTH-SOUTHEAST OF THE CENTER OF THE ROAD JUNCTION.
 OK0006' 
 OK0006'DESCRIBED BY G.R. HEID.
 OK0006
 OK0006                          STATION RECOVERY (1996)
 OK0006
 OK0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (JAS)
 OK0006'RECOVERED AS DESCRIBED.
 OK0006
 OK0006                          STATION RECOVERY (2001)
 OK0006
 OK0006'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (BHS)
 OK0006'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 OK0006'TRANSPORTATION, BAY REGION, (BHS) IN GOOD CONDITION.  STATION IS
 OK0006'USUABLE FOR G.P.S.   THERE HAS BEEN A REQUEST FROM THE AIRPORT
 OK0006'MANAGER THAT THIS STATION BE RELOCATED, DUE TO THE FREQUENT USE,
 OK0006'AND THE  FACT THAT AND AIRPORT EXCORT HAS TO TAKE PERSONNAL
 OK0006'USING THIS STATION OUT TO THE SITE, AS YOU ARE NEAR THE RUNWAYS OF
 OK0006'THE AIRPORT.
 OK0006' 
 OK0006'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0006'
 OK0006
 OK0006                          STATION RECOVERY (2001)
 OK0006
 OK0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0006
 OK0006                          STATION RECOVERY (2004)
 OK0006
 OK0006'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0006'RECOVERED IN GOOD CONDITION.
 OK0006
 OK0006                          STATION RECOVERY (2004)
 OK0006
 OK0006'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OK0006'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0627 ***********************************************************************
 OK0627  DESIGNATION -  FREMONT WATER TANK
 OK0627  PID         -  OK0627
 OK0627  STATE/COUNTY-  MI/NEWAYGO
 OK0627  USGS QUAD   -  FREMONT (1985)
 OK0627
 OK0627                         *CURRENT SURVEY CONTROL
 OK0627  ___________________________________________________________________
 OK0627* NAD 83(1994)-  43 28 00.41103(N)    085 57 06.30382(W)     ADJUSTED  
 OK0627* NAVD 88     -                                                        
 OK0627  ___________________________________________________________________
 OK0627  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 OK0627  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 OK0627
 OK0627  HORZ ORDER  -  THIRD
 OK0627
 OK0627.The horizontal coordinates were established by classical geodetic methods
 OK0627.and adjusted by the National Geodetic Survey in February 1997..
 OK0627
 OK0627
 OK0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0627
 OK0627.The geoid height was determined by GEOID03.
 OK0627
 OK0627;                    North         East     Units Scale Factor Converg.
 OK0627;SPC MI S     -   219,678.253 3,871,746.289   MT  0.99995840   -1 04 43.3
 OK0627;SPC MI S     -   720,729.18 12,702,579.69   iFT  0.99995840   -1 04 43.3
 OK0627;UTM  16      - 4,813,185.763   584,791.689   MT  0.99968844   +0 43 16.2
 OK0627
 OK0627                          SUPERSEDED SURVEY CONTROL
 OK0627
 OK0627  NAD 83(1986)-  43 28 00.41271(N)    085 57 06.31850(W) AD(       ) 4
 OK0627  NAD 27      -  43 28 00.35377(N)    085 57 06.09314(W) AD(       ) 3
 OK0627
 OK0627.Superseded values are not recommended for survey control.
 OK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0627.See file dsdata.txt to determine how the superseded data were derived.
 OK0627
 OK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8479213186(NAD 83)
 OK0627
 OK0627  HISTORY     - Date     Condition        Report By
 OK0627  HISTORY     - UNK      MONUMENTED
 OK0627  HISTORY     - 1957     SEE DESCRIPTION  CGS
 OK0627  HISTORY     - 19960527 GOOD             USPSQD
 OK0627
 OK0627                          STATION DESCRIPTION
 OK0627
 OK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCL)
 OK0627'THE TANK WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED AT THE TOWN
 OK0627'WATER WORKS ON THE SOUTH SIDE
 OK0627'OF STATE HIGHWAY M - 20.
 OK0627
 OK0627                          STATION RECOVERY (1996)
 OK0627
 OK0627'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0648 ***********************************************************************
 OK0648  DESIGNATION -  FREMPORT
 OK0648  PID         -  OK0648
 OK0648  STATE/COUNTY-  MI/NEWAYGO
 OK0648  USGS QUAD   -  FREMONT (1985)
 OK0648
 OK0648                         *CURRENT SURVEY CONTROL
 OK0648  ___________________________________________________________________
 OK0648* NAD 83(1994)-  43 26 36.81652(N)    085 59 32.52672(W)     ADJUSTED  
 OK0648* NAVD 88     -       234.3    (meters)     769.     (feet)  GPS OBS   
 OK0648  ___________________________________________________________________
 OK0648  X           -     324,171.370 (meters)                     COMP
 OK0648  Y           -  -4,627,010.022 (meters)                     COMP
 OK0648  Z           -   4,363,548.906 (meters)                     COMP
 OK0648  LAPLACE CORR-           2.72  (seconds)                    DEFLEC99
 OK0648  ELLIP HEIGHT-         200.37  (meters)          (07/17/02) GPS OBS
 OK0648  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 OK0648
 OK0648  HORZ ORDER  -  FIRST
 OK0648  ELLP ORDER  -  FOURTH    CLASS I
 OK0648
 OK0648.This mark is at Fremont Airport (3FM)
 OK0648
 OK0648.The horizontal coordinates were established by GPS observations
 OK0648.and adjusted by the National Geodetic Survey in February 1997..
 OK0648
 OK0648.The orthometric height was determined by GPS observations and a
 OK0648.high-resolution geoid model.
 OK0648
 OK0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0648
 OK0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0648
 OK0648.The ellipsoidal height was determined by GPS observations
 OK0648.and is referenced to NAD 83.
 OK0648
 OK0648.The geoid height was determined by GEOID03.
 OK0648
 OK0648;                    North         East     Units Scale Factor Converg.
 OK0648;SPC MI S     -   217,161.656 3,868,410.407   MT  0.99995437   -1 06 22.8
 OK0648;SPC MI S     -   712,472.62 12,691,635.19   iFT  0.99995437   -1 06 22.8
 OK0648;UTM  16      - 4,810,566.361   581,537.365   MT  0.99968178   +0 41 34.5
 OK0648
 OK0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0648!SPC MI S     -   0.99996858  x   0.99995437  =   0.99992295
 OK0648!UTM  16      -   0.99996858  x   0.99968178  =   0.99965037
 OK0648
 OK0648:                Primary Azimuth Mark                     Grid Az
 OK0648:SPC MI S     -  FREMPORT AZ MK                           091 53 49.2
 OK0648:UTM  16      -  FREMPORT AZ MK                           090 05 51.9
 OK0648
 OK0648|---------------------------------------------------------------------|
 OK0648| PID    Reference Object                     Distance      Geod. Az  |
 OK0648|                                                           dddmmss.s |
 OK0648| OK0649 FREMPORT AZ MK                      APPROX. 0.6 KM 0904726.4 |
 OK0648|---------------------------------------------------------------------|
 OK0648
 OK0648                          SUPERSEDED SURVEY CONTROL
 OK0648
 OK0648  ELLIP H (02/03/97)  200.41   (m)                       GP(       ) 4 1
 OK0648  NAD 83(1986)-  43 26 36.81590(N)    085 59 32.52900(W) AD(       ) 1
 OK0648  NAD 83(1986)-  43 26 36.82146(N)    085 59 32.53933(W) AD(       ) 3
 OK0648  NGVD 29 (03/27/91)  234.4    (m)          769.     (f) GPS OBS        
 OK0648
 OK0648.Superseded values are not recommended for survey control.
 OK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0648.See file dsdata.txt to determine how the superseded data were derived.
 OK0648
 OK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8153710566(NAD 83)
 OK0648_MARKER: I = METAL ROD
 OK0648_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0648_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0648_STAMPING: FREMPORT 1989
 OK0648_MARK LOGO: NGS   
 OK0648_PROJECTION: FLUSH
 OK0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0648+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OK0648_ROD/PIPE-DEPTH: 20.7 meters
 OK0648_SLEEVE-DEPTH  : 0.9 meters
 OK0648
 OK0648  HISTORY     - Date     Condition        Report By
 OK0648  HISTORY     - 1989     MONUMENTED       NGS
 OK0648  HISTORY     - 19910715 GOOD             NGS
 OK0648  HISTORY     - 19960527 GOOD             USPSQD
 OK0648
 OK0648                          STATION DESCRIPTION
 OK0648
 OK0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0648'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHWEST OF FREMONT, AT
 OK0648'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE, NEAR THE CENTER
 OK0648'OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT MANAGER
 OK0648'HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT MI 49412.  PHONE IS
 OK0648'(616) 924-2400.
 OK0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0648'ABOUT 7.6 KM (4.70 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.00 MI)
 OK0648'ON HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4
 OK0648'KM (1.50 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO
 OK0648'EAST FOR 0.4 KM (0.25 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT.  TURN
 OK0648'RIGHT AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0648'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0648'PARKING AREA TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0648'SOUTH FOR 25 METERS ON THE PAVED ROAD, PASSING THROUGH THE GATE AND
 OK0648'BETWEEN A HANGAR AND THE AIRPORT OFFICE, TO THE APRON.  TURN LEFT AND
 OK0648'GO SOUTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0648'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY
 OK0648'AND ACROSS A RUNWAY TO THE STATION ON THE LEFT.
 OK0648'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0648'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 20.7 METERS IN A
 OK0648'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0648'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0648'LOCATED 56.5 M (185.4 FT) NORTH-NORTHEAST FROM THE WIND SOCK SUPPORT
 OK0648'POLE, 17.5 M (57.4 FT) EAST FROM THE EXTENDED CENTER OF A CONNECTING
 OK0648'TAXIWAY, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 09-27
 OK0648'AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0648'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0648'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0648'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0648
 OK0648                          STATION RECOVERY (1991)
 OK0648
 OK0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0648'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTHWEST OF FREMONT, AT
 OK0648'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE
 OK0648'CENTER OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT
 OK0648'MANAGER HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT, MI. 49412.
 OK0648'PHONE (616) 924-2400.
 OK0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0648'ABOUT 7.6 KM (4.7 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.0 MI) ON
 OK0648'HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4 KM
 OK0648'(1.5 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO EAST
 OK0648'FOR 0.4 KM (0.2 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT. TURN RIGHT
 OK0648'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0648'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0648'PARKING AREA TO A PAVED ROAD RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0648'SOUTH FOR 25 METERS ON THE PAVED ROAD, PASSING THROUGH THE GATE
 OK0648'BETWEEN A HANGAR AND THE AIRPORT OFFICE TO THE APRON.  TURN LEFT AND
 OK0648'GO SOUTHEAST FOR 0.1 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0648'TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.1 MI) ON THE CONNECTING TAXIWAY
 OK0648'AND ACROSS A RUNWAY TO THE STATION ON THE LEFT.
 OK0648'LOCATED 56.5 M (185.4 FT) NORTH-NORTHEAST FROM THE WIND SOCK SUPPORT
 OK0648'POLE, 17.5 M (57.4 FT) EAST FROM THE EXTENDED CENTER OF A CONNECTING
 OK0648'TAXIWAY, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 09-27
 OK0648'AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0648
 OK0648                          STATION RECOVERY (1996)
 OK0648
 OK0648'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0648'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0649 ***********************************************************************
 OK0649  DESIGNATION -  FREMPORT AZ MK
 OK0649  PID         -  OK0649
 OK0649  STATE/COUNTY-  MI/NEWAYGO
 OK0649  USGS QUAD   -  FREMONT (1985)
 OK0649
 OK0649                         *CURRENT SURVEY CONTROL
 OK0649  ___________________________________________________________________
 OK0649* NAD 83(1994)-  43 26 36.56422(N)    085 59 07.51140(W)     ADJUSTED  
 OK0649* NAVD 88     -       234.0    (meters)     768.     (feet)  GPS OBS   
 OK0649  ___________________________________________________________________
 OK0649  X           -     324,732.879 (meters)                     COMP
 OK0649  Y           -  -4,626,975.775 (meters)                     COMP
 OK0649  Z           -   4,363,543.026 (meters)                     COMP
 OK0649  LAPLACE CORR-           2.75  (seconds)                    DEFLEC99
 OK0649  ELLIP HEIGHT-         200.04  (meters)          (07/17/02) GPS OBS
 OK0649  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 OK0649
 OK0649  HORZ ORDER  -  FIRST
 OK0649  ELLP ORDER  -  FOURTH    CLASS I
 OK0649
 OK0649.This mark is at Fremont Airport (3FM)
 OK0649
 OK0649.The horizontal coordinates were established by GPS observations
 OK0649.and adjusted by the National Geodetic Survey in February 1997..
 OK0649
 OK0649.The orthometric height was determined by GPS observations and a
 OK0649.high-resolution geoid model.
 OK0649
 OK0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0649
 OK0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0649
 OK0649.The ellipsoidal height was determined by GPS observations
 OK0649.and is referenced to NAD 83.
 OK0649
 OK0649.The geoid height was determined by GEOID03.
 OK0649
 OK0649;                    North         East     Units Scale Factor Converg.
 OK0649;SPC MI S     -   217,143.035 3,868,972.638   MT  0.99995435   -1 06 05.8
 OK0649;SPC MI S     -   712,411.53 12,693,479.78   iFT  0.99995435   -1 06 05.8
 OK0649;UTM  16      - 4,810,565.402   582,099.750   MT  0.99968291   +0 41 51.7
 OK0649
 OK0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0649!SPC MI S     -   0.99996863  x   0.99995435  =   0.99992298
 OK0649!UTM  16      -   0.99996863  x   0.99968291  =   0.99965155
 OK0649
 OK0649:                Primary Azimuth Mark                     Grid Az
 OK0649:SPC MI S     -  FREMPORT                                 271 53 49.4
 OK0649:UTM  16      -  FREMPORT                                 270 05 51.9
 OK0649
 OK0649|---------------------------------------------------------------------|
 OK0649| PID    Reference Object                     Distance      Geod. Az  |
 OK0649|                                                           dddmmss.s |
 OK0649| OK0648 FREMPORT                            APPROX. 0.6 KM 2704743.6 |
 OK0649|---------------------------------------------------------------------|
 OK0649
 OK0649                          SUPERSEDED SURVEY CONTROL
 OK0649
 OK0649  ELLIP H (02/03/97)  200.09   (m)                       GP(       ) 4 1
 OK0649  NAD 83(1986)-  43 26 36.56359(N)    085 59 07.51362(W) AD(       ) 1
 OK0649  NAD 83(1986)-  43 26 36.56890(N)    085 59 07.52373(W) AD(       ) 3
 OK0649  NGVD 29 (03/27/91)  234.1    (m)          768.     (f) GPS OBS        
 OK0649
 OK0649.Superseded values are not recommended for survey control.
 OK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0649.See file dsdata.txt to determine how the superseded data were derived.
 OK0649
 OK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8210010565(NAD 83)
 OK0649_MARKER: I = METAL ROD
 OK0649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0649_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0649_STAMPING: FREMPORT AZ MK 1989
 OK0649_MARK LOGO: NGS   
 OK0649_PROJECTION: FLUSH
 OK0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0649+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OK0649_ROD/PIPE-DEPTH: 28.0 meters
 OK0649_SLEEVE-DEPTH  : 0.9 meters
 OK0649
 OK0649  HISTORY     - Date     Condition        Report By
 OK0649  HISTORY     - 1989     MONUMENTED       NGS
 OK0649  HISTORY     - 19910715 GOOD             NGS
 OK0649  HISTORY     - 19960527 GOOD             USPSQD
 OK0649
 OK0649                          STATION DESCRIPTION
 OK0649
 OK0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0649'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) SOUTHWEST OF FREMONT, AT
 OK0649'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE, NEAR THE EAST END
 OK0649'OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT MANAGER
 OK0649'HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT MI 49412.  PHONE IS
 OK0649'(616) 924-2400.
 OK0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0649'ABOUT 7.6 KM (4.70 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.00 MI)
 OK0649'ON HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4
 OK0649'KM (1.50 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO
 OK0649'EAST FOR 0.4 KM (0.25 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT.  TURN
 OK0649'RIGHT AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0649'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0649'PARKING AREA TO A PAVED DRIVE RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0649'SOUTH FOR 25 METERS, PASSING THROUGH THE GATE AND BETWEEN A HANGAR AND
 OK0649'THE AIRPORT OFFICE, ON THE PAVED DRIVE TO THE APRON.  TURN LEFT AND GO
 OK0649'SOUTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0649'TURN RIGHT AND GO SOUTH FOR 75 METERS ON A CONNECTING TAXIWAY TO
 OK0649'RUNWAY 09-27.  TURN LEFT AND GO EAST FOR 0.6 KM (0.35 MI) ON THE
 OK0649'RUNWAY TO THE STATION ON THE RIGHT, JUST BEFORE THE END OF THE RUNWAY.
 OK0649'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0649'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 OK0649'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OK0649'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0649'LOCATED 23.1 M (75.8 FT) WEST FROM THE SUPPORT LEG OF A RUNWAY END
 OK0649'STROBE LIGHT, 22.3 M (73.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 OK0649'RUNWAY 09-27, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY
 OK0649'09-27 AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0649'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0649'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0649
 OK0649                          STATION RECOVERY (1991)
 OK0649
 OK0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0649'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) SOUTHWEST OF FREMONT, AT
 OK0649'THE FREMONT MUNICIPAL AIRPORT, ALONG THE SOUTH EDGE AND NEAR THE EAST
 OK0649'END OF RUNWAY 09-27.  OWNERSHIP---CITY OF FREMONT, C/O AIRPORT
 OK0649'MANAGER HAROLD NORMAN, 7756 WEST 60TH STREET, FREMONT, MI. 49412.
 OK0649'PHONE (616)924-2400.
 OK0649'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 82 AND 120,
 OK0649'ABOUT 7.6 KM (4.7 MI) WEST OF FREMONT, GO EAST FOR 3.2 KM (2.0 MI) ON
 OK0649'HIGHWAY 82 TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 2.4 KM
 OK0649'(1.5 MI) ON COMSTOCK AVENUE TO A T-JUNCTION.  TURN LEFT AND GO EAST
 OK0649'FOR 0.4 KM (0.2 MI) ON 60TH STREET TO A PAVED DRIVE RIGHT. TURN RIGHT
 OK0649'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO THE
 OK0649'AIRPORT PARKING AREA.  TURN LEFT AND GO EAST FOR 50 METERS ACROSS THE
 OK0649'PARKING AREA TO A PAVED DRIVE RIGHT AND A GATE.  TURN RIGHT AND GO
 OK0649'SOUTH FOR 25 METERS, PASSING THROUGH THE GATE BETWEEN A HANGAR AND
 OK0649'THE AIRPORT OFFICE ON THE PAVED DRIVE TO THE APRON.  TURN LEFT AND GO
 OK0649'SOUTHEAST FOR 0.1 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.
 OK0649'TURN RIGHT AND GO SOUTH FOR 75 METERS ON A CONNECTING TAXIWAY TO
 OK0649'RUNWAY 09-27.  TURN LEFT AND GO EAST FOR 0.6 KM (0.4 MI) ON THE
 OK0649'RUNWAY TO THE STATION ON THE RIGHT, JUST BEFORE THE END OF THE
 OK0649'RUNWAY.
 OK0649'LOCATED 23.1 M (75.8 FT) WEST FROM THE SUPPORT LEG OF A RUNWAY END
 OK0649'STROBE LIGHT, 22.3 M (73.2 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF
 OK0649'RUNWAY 09-27, 15.2 M (49.9 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY
 OK0649'09-27 AND 0.7 M (2.3 FT) NORTH FROM A CARSONITE WITNESS POST.
 OK0649
 OK0649                          STATION RECOVERY (1996)
 OK0649
 OK0649'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0421 ***********************************************************************
 NF0421  DESIGNATION -  FRENCH
 NF0421  PID         -  NF0421
 NF0421  STATE/COUNTY-  MI/BARRY
 NF0421  USGS QUAD   -  CLOVERDALE (1982)
 NF0421
 NF0421                         *CURRENT SURVEY CONTROL
 NF0421  ___________________________________________________________________
 NF0421* NAD 83(1994)-  42 37 08.77472(N)    085 26 08.79113(W)     ADJUSTED  
 NF0421* NAVD 88     -       346.640  (meters)    1137.27   (feet)  ADJUSTED  
 NF0421  ___________________________________________________________________
 NF0421  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 NF0421  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0421  DYNAMIC HT  -         346.538 (meters)    1136.93  (feet)  COMP
 NF0421  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NF0421
 NF0421  HORZ ORDER  -  FIRST
 NF0421  VERT ORDER  -  SECOND    CLASS 0
 NF0421
 NF0421.The horizontal coordinates were established by classical geodetic methods
 NF0421.and adjusted by the National Geodetic Survey in February 1997..
 NF0421
 NF0421.The orthometric height was determined by differential leveling
 NF0421.and adjusted by the National Geodetic Survey in June 1991..
 NF0421
 NF0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0421
 NF0421.The geoid height was determined by GEOID03.
 NF0421
 NF0421.The dynamic height is computed by dividing the NAVD 88
 NF0421.geopotential number by the normal gravity value computed on the
 NF0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0421.degrees latitude (g = 980.6199 gals.).
 NF0421
 NF0421.The modeled gravity was interpolated from observed gravity values.
 NF0421
 NF0421;                    North         East     Units Scale Factor Converg.
 NF0421;SPC MI S     -   124,863.877 3,912,296.887   MT  0.99991759   -0 43 39.2
 NF0421;SPC MI S     -   409,658.39 12,835,619.71   iFT  0.99991759   -0 43 39.2
 NF0421;UTM  16      - 4,719,704.244   628,283.439   MT  0.99980247   +1 03 33.5
 NF0421
 NF0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0421!SPC MI S     -   0.99995090  x   0.99991759  =   0.99986850
 NF0421!UTM  16      -   0.99995090  x   0.99980247  =   0.99975338
 NF0421
 NF0421:                Primary Azimuth Mark                     Grid Az
 NF0421:SPC MI S     -  AIRPORT BCN HASTINGS APT                 053 35 50.6
 NF0421:UTM  16      -  AIRPORT BCN HASTINGS APT                 051 48 37.9
 NF0421
 NF0421|---------------------------------------------------------------------|
 NF0421| PID    Reference Object                     Distance      Geod. Az  |
 NF0421|                                                           dddmmss.s |
 NF0421| NF1607 AIRPORT BCN HASTINGS APT            APPROX. 8.9 KM 0525211.4 |
 NF0421| NF0517 DOSTER                              APPROX.17.7 KM 1942039.9 |
 NF0421| CH0220 FRENCH RM 3                          24.035 METERS 22931     |
 NF0421| NF1647 MIDDLEVILLE TV STA WKZO MAST        APPROX. 8.5 KM 2794701.6 |
 NF0421| NF0420 FRENCH RM 2                          22.342 METERS 29633     |
 NF0421| NF1648 MIDDLEVILLE TV STA WOOD MAST        APPROX. 9.7 KM 3212352.6 |
 NF0421| CH0219 FRENCH RM 1                                        34316     |
 NF0421|---------------------------------------------------------------------|
 NF0421
 NF0421                          SUPERSEDED SURVEY CONTROL
 NF0421
 NF0421  NAD 83(1986)-  42 37 08.77494(N)    085 26 08.80720(W) AD(       ) 1
 NF0421  NAD 27      -  42 37 08.64857(N)    085 26 08.76359(W) AD(       ) 1
 NF0421  NGVD 29 (??/??/92)  346.77   (m)         1137.7    (f) COMPUTED    2 0
 NF0421
 NF0421.Superseded values are not recommended for survey control.
 NF0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0421.See file dsdata.txt to determine how the superseded data were derived.
 NF0421
 NF0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2828319704(NAD 83)
 NF0421_MARKER: DS = TRIANGULATION STATION DISK
 NF0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0421_STAMPING: FRENCH 1931
 NF0421_MARK LOGO: CGS   
 NF0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0421+STABILITY: SURFACE MOTION
 NF0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0421+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0421
 NF0421  HISTORY     - Date     Condition        Report By
 NF0421  HISTORY     - 1931     MONUMENTED       NGS
 NF0421  HISTORY     - 1936     SEE DESCRIPTION  CGS
 NF0421  HISTORY     - 1948     GOOD             NGS
 NF0421  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NF0421  HISTORY     - 1980     GOOD             MIDH
 NF0421  HISTORY     - 19941110 GOOD             MI-015
 NF0421  HISTORY     - 20041030 GOOD             USPSQD
 NF0421
 NF0421                          STATION DESCRIPTION
 NF0421
 NF0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 NF0421'ABOUT 8 MILES SOUTH-
 NF0421'SOUTHWEST OF
 NF0421'MIDDLEVILLE, NEAR CENTER OF SEC. 25, T. 3 N., R. 10 W.  TO REACH
 NF0421'FROM MIDDLEVILLE BY COUNTY
 NF0421'ROUTE 611, GO SOUTH 6.3 MILES T SMALL CROSSROADS,
 NF0421'TURN EAST AT CROSSROADS AND GO 0.5 MILE TO
 NF0421'GATE ON RIGHT SIDE OF ROAD.  STATION IS
 NF0421'ON HIGH HILL ABOUT 1/4 MILE DUE SOUTH FROM THIS GATE.  TRUCK
 NF0421'CAN BE DRIVEN TO EDGE OF WOODS
 NF0421'WELL UP ON HILLSIDE.  GO ON UP THROUGH TIMBER ABOUT 250 YARDS TO
 NF0421'HIGHEST GROUND NEAR SOUTH
 NF0421'EDGE OF TIMBER.  STATION IS 4.40 METERS (14.4 FEET) SOUTH OF
 NF0421'BLAZED HICKORY TREE.  SURFACE AND
 NF0421'UNDERGROUND MARKS ARE STANDARD DISK STATION
 NF0421'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 NF0421'PROJECTS 6 INCHES ABOVE GROUND.
 NF0421'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 NF0421'11A.  NO. 1 IS ON NORTH SIDE
 NF0421'OF ROUTE M-46, BY OAK TREE, APPROXIMATELY 2 MILES EAST OF
 NF0421'INTERSECTION OF M-46 AND
 NF0421'COUNTY ROUTE 611, AND APPROXIMATELY 1 MILE FROM STATION IN AZIMUTH
 NF0421'354 DEG 55 MIN 14 SEC.  NO. 2
 NF0421'PROJECTS 4 INCHES ABOVE GROUND, AND IS 22.343 METERS (73.30
 NF0421'FEET) FROM STATION IN AZIMUTH 308 DEG 12 MIN.
 NF0421
 NF0421                          STATION RECOVERY (1948)
 NF0421
 NF0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 NF0421'7.4 MI SE FROM MIDDLEVILLE.
 NF0421'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0421'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 3.85 MILES SOUTH
 NF0421'ALONG COUNTY ROAD 611, THENCE ABOUT 0.35 MILE EAST ALONG A
 NF0421'DIRT ROAD, THENCE ABOUT 0.65 MILE SOUTHEAST AND SOUTH ALONG A
 NF0421'SAND ROAD TO THE TOP OF A HILL AND A LOOKOUT TOWER, 73 FEET
 NF0421'EAST-SOUTHEAST OF R.M. NO. 2, 10 FEET SOUTH-SOUTHEAST OF THE
 NF0421'NORTHEAST LEG OF THE TOWER, 4 1/2 FEET NORTH-NORTHEAST OF THE
 NF0421'SOUTHEAST LEG OF THE TOWER AND SET IN THE TOP OF A CONCRETE
 NF0421'POST PROJECTING 5 INCHES.
 NF0421
 NF0421                          STATION RECOVERY (1969)
 NF0421
 NF0421'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0421'THE UNDERGROUND STATION MARK AND REFERENCE MARK 2 WERE RECOVERED
 NF0421'AND FOUND TO BE IN
 NF0421'GOOD CONDITION.  THE SURFACE STATION MARK AND REFERENCE
 NF0421'MARK 1 HAS BEEN DESTROYED.  A NEW
 NF0421'SURFACE MARK AND REFERENCE MARK 3
 NF0421'WAS EXTABLISHED AT THIS TIME.  AN ERROR WAS NOTED IN
 NF0421'THE 1931 LIST ON
 NF0421'THE HORIZONTAL DIRECTION TO REFERENCE MARK 2.  FOLLOWING IS A NEW
 NF0421'DESCRIPTION.
 NF0421'
 NF0421'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHWEST OF HASTINGS,
 NF0421'6-1/2 MILES
 NF0421'SOUTH-SOUTHEAST OF MIDDLEVILLE AND NEAR THE CENTER OF SEC.
 NF0421'25, T. 3 N., R. 10 W. ON A LOW
 NF0421'WOODED HILL ON LAND OWNED BY MICHIGAN
 NF0421'CONSERVATION DEPARTMENT.
 NF0421'
 NF0421'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE GO WEST
 NF0421'ON MAIN STREET FOR
 NF0421'0.3 MILE TO A CROSS STREET.  TURN LEFT AND GO IN A
 NF0421'SOUTHERLY DIRECTION ON STATE HIGHWAY
 NF0421'37 FOR 2.3 MILES TO A FORK.  TAKE
 NF0421'THE RIGHT FORK AND GO IN A SOUTHERLY DIRECTION ON
 NF0421'YANKEE SPRINGS ROAD
 NF0421'FOR 2.8 MILES TO A CROSS ROAD (CHIEF NOONDAY ROAD).  CONTINUE AHEAD
 NF0421'IN A SOUTHERLY
 NF0421'DIRECTION ON YANKEE SPRINGS ROAD FOR 1 MILE TO A SIDE
 NF0421'ROAD RIGHT (DEEP LAKE ROAD) AND A
 NF0421'WOODS ROAD ON THE LEFT.  TURN LEFT
 NF0421'AND GO EAST ON THE WOODS ROAD FOR 0.3 MILE TO A
 NF0421'FORK.  TAKE THE RIGHT
 NF0421'FORK AND GO SOUTHEAST ON A SANDY ROAD FOR 0.45 MILE TO A FORK AND
 NF0421'A STEEP TRAIL ON
 NF0421'THE LEFT.  TAKE THE RIGHT FORK AND GO SOUTHEAST UP A
 NF0421'STEEP HILL FOR 0.2 MILE TO THE
 NF0421'TOP OF THE HILL AND THE STATION.
 NF0421'
 NF0421'THE STATION MARK IS A STANDARD DISK STAMPED FRENCH 1931 1969,
 NF0421'SET IN THE TOP OF
 NF0421'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF0421'2 INCHES ABOVE THE GROUND SURFACE.
 NF0421'IT IS 20.7 FEET EAST-SOUTHEAST OF
 NF0421'THE CENTER OF THE NORTHWEST CONCRETE PILLAR OF A
 NF0421'LOOKOUT TOWER FOUNDATION,
 NF0421'19 FEET NORTHEAST OF THE CENTER OF THE SOUTHWEST CONCRETE PILLAR,
 NF0421'11 FEET
 NF0421'SOUTH-SOUTHEAST OF THE CENTER OF THE NORTHEAST CONCRETE PILLAR AND
 NF0421'5.5 FEET NORTH OF
 NF0421'THE CENTER OF THE SOUTHEAST CONCRETE PILLAR.  NOTE- 1B 7A
 NF0421'
 NF0421'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FRENCH NO 2 1931,
 NF0421'SET IN THE TOP OF
 NF0421'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 NF0421'3 INCHES ABOVE THE SURFACE OF THE
 NF0421'GROUND.  IT IS 52 FEET WEST-NORTHWEST
 NF0421'OF THE CENTER OF THE NORTHWEST CONCRETE PILLAR AND
 NF0421'13 FEET WEST-SOUTHWEST
 NF0421'OF THE CENTER OF A WOODS ROAD.  NOTE- 11A
 NF0421'
 NF0421'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FENCH 1931 NO 3 1969,
 NF0421'SET IN THE TOP OF
 NF0421'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF0421'3 INCHES ABOVE THE SURFACE OF THE
 NF0421'GROUND.  IT IS 62 FEET SOUTHWEST OF THE
 NF0421'CENTER OF THE SOUTHWEST CONCRETE PILLAR, 23 FEET
 NF0421'SOUTH OF A 12-INCH
 NF0421'HICKORY TREE AND IT IS 3 FEET LOWER IN ELEVATION THAN THE STATION
 NF0421'MARK.  NOTE- 11B
 NF0421'
 NF0421'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK AT THIS TIME.
 NF0421'
 NF0421'HEIGHT OF LIGHT ABOVE STATION MARK 86.4 FEET.
 NF0421
 NF0421                          STATION RECOVERY (1980)
 NF0421
 NF0421'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF0421'THE STATION A REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS
 NF0421'DESCRIBED.  THE 1969 RECOVERY NOTE IS ACCURATE AND COMPLETE
 NF0421
 NF0421                          STATION RECOVERY (1994)
 NF0421
 NF0421'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0421'FOUND MARK IN GOOD CONDITION.  DISK SHOWS SOME SIGNS OF VANDALISM AS
 NF0421'THOUGH SOMEONE HAS TRIED TO REMOVE THE DISK. REFERENCE MARKS 2 AND 3
 NF0421'WERE FOUND IN GOOD CONDITION AS DESCRIBED CARSONITE WITNESS POSTS
 NF0421'INSTALLED AT STATION FRENCH, RM2, AND RM3 NOT SUITABLE FOR GPS.
 NF0421
 NF0421                          STATION RECOVERY (2004)
 NF0421
 NF0421'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0421'MODIFY DIRECTIONS AFTER GOING SOUTHEAST ON SANDY ROAD 0.45 MILE TO
 NF0421'TRAIL HEADS ON BOTH RIGHT AND LEFT SIDE OF ROAD.  TAKE TO LEFT TRAIL
 NF0421'ON THE RIGHT SIDE OF THE ROAD UP A STEEP HILL TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0420 ***********************************************************************
 NF0420  DESIGNATION -  FRENCH RM 2
 NF0420  PID         -  NF0420
 NF0420  STATE/COUNTY-  MI/BARRY
 NF0420  USGS QUAD   -  CLOVERDALE (1982)
 NF0420
 NF0420                         *CURRENT SURVEY CONTROL
 NF0420  ___________________________________________________________________
 NF0420* NAD 83(1986)-  42 37 08.     (N)    085 26 08.     (W)     SCALED    
 NF0420* NAVD 88     -       346.233  (meters)    1135.93   (feet)  ADJUSTED  
 NF0420  ___________________________________________________________________
 NF0420  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0420  DYNAMIC HT  -         346.131 (meters)    1135.60  (feet)  COMP
 NF0420  MODELED GRAV-     980,315.5   (mgal)                       NAVD 88
 NF0420
 NF0420  VERT ORDER  -  SECOND    CLASS 0
 NF0420
 NF0420.The horizontal coordinates were scaled from a topographic map and have
 NF0420.an estimated accuracy of +/- 6 seconds.
 NF0420
 NF0420.The orthometric height was determined by differential leveling
 NF0420.and adjusted by the National Geodetic Survey in June 1991..
 NF0420
 NF0420.The geoid height was determined by GEOID03.
 NF0420
 NF0420.The dynamic height is computed by dividing the NAVD 88
 NF0420.geopotential number by the normal gravity value computed on the
 NF0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0420.degrees latitude (g = 980.6199 gals.).
 NF0420
 NF0420.The modeled gravity was interpolated from observed gravity values.
 NF0420
 NF0420;                    North         East    Units  Estimated Accuracy
 NF0420;SPC MI S     -   124,840.    3,912,320.      MT  (+/- 180 meters Scaled)
 NF0420
 NF0420                          SUPERSEDED SURVEY CONTROL
 NF0420
 NF0420  NGVD 29 (??/??/92)  346.359  (m)         1136.35   (f) ADJ UNCH    2 0
 NF0420
 NF0420.Superseded values are not recommended for survey control.
 NF0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0420.See file dsdata.txt to determine how the superseded data were derived.
 NF0420
 NF0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN283196(NAD 83)
 NF0420_MARKER: DR = REFERENCE MARK DISK
 NF0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0420_STAMPING: FRENCH NO 2 1931
 NF0420_MARK LOGO: CGS   
 NF0420_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0420+STABILITY: SURFACE MOTION
 NF0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0420+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0420
 NF0420  HISTORY     - Date     Condition        Report By
 NF0420  HISTORY     - 1931     MONUMENTED       NGS
 NF0420  HISTORY     - 1969     GOOD             NGS
 NF0420  HISTORY     - 19941112 GOOD             MI-015
 NF0420  HISTORY     - 20041030 GOOD             USPSQD
 NF0420
 NF0420                          STATION DESCRIPTION
 NF0420
 NF0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0420'7.4 MI SE FROM MIDDLEVILLE.
 NF0420'TO REACH THE STATION FROM THE POST OFFICE IN MIDDLEVILLE GO
 NF0420'WEST ON MAIN STREET FOR 0.3 MILE TO A CROSS STREET.  TURN
 NF0420'LEFT AND GO IN A SOUTHERLY DIRECTION ON STATE HIGHWAY 37 FOR
 NF0420'2.3 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO IN A SOUTHERLY
 NF0420'DIRECTION ON YANKEE SPRINGS ROAD FOR 2.8 MILES TO A CROSS
 NF0420'ROAD (CHIEF NOONDAY ROAD).  CONTINUE AHEAD IN A SOUTHERLY
 NF0420'DIRECTION ON YANKEE SPRINGS ROAD FOR 1 MILE TO A SIDE ROAD
 NF0420'RIGHT (DEEP LAKE ROAD) AND A WOODS ROAD ON THE LEFT. TURN LEFT
 NF0420'AND GO EAST ON THE WOODS ROAD FOR 0.3 MILE TO A FORK.  TAKE
 NF0420'THE RIGHT FORK AND GO SOUTHEAST ON A SANDY ROAD FOR 0.45 MILE
 NF0420'TO A FORK AND A STEEP TRAIL ON THE LEFT.  TAKE THE RIGHT FORK
 NF0420'AND GO SOUTHEAST UP A STEEP HILL FOR 0.2 MILE TO THE TOP OF
 NF0420'THE HILL AND THE STATION.  IT IS 52 FEET WEST-NORTHWEST OF
 NF0420'THE CENTER OF THE NORTHWEST CONCRETE PILLAR OF A LOOKOUT TOWER
 NF0420'FOUNDATION AND 13 FEET WEST OF THE CENTER OF A WOODS ROAD.
 NF0420'A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NF0420'MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.
 NF0420
 NF0420                          STATION RECOVERY (1994)
 NF0420
 NF0420'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0420'RECOVERED IN GOOD CONDITION.  CARSONITE WITNESS POST INSTALLED 1 FOOT
 NF0420'WEST OF MARK. NOT SUITABLE FOR GPS.
 NF0420
 NF0420                          STATION RECOVERY (2004)
 NF0420
 NF0420'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0420'MODIFY DIRECTIONS AFTER GOING SOUTHEAST ON SANDY ROAD 0.45 MILE TO
 NF0420'TRAIL HEADS ON BOTH RIGHT AND LEFT SIDE OF ROAD.  TAKE TO LEFT TRAIL
 NF0420'ON THE RIGHT SIDE OF THE ROAD UP A STEEP HILL TO THE SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0525 ***********************************************************************
 RL0525  DESIGNATION -  FROST
 RL0525  PID         -  RL0525
 RL0525  STATE/COUNTY-  MI/HOUGHTON
 RL0525  USGS QUAD   -  
 RL0525
 RL0525                         *CURRENT SURVEY CONTROL
 RL0525  ___________________________________________________________________
 RL0525* NAD 83(1994)-  46 37 11.60555(N)    088 51 38.69542(W)     ADJUSTED  
 RL0525* NAVD 88     -       436.401  (meters)    1431.76   (feet)  ADJUSTED  
 RL0525  ___________________________________________________________________
 RL0525  LAPLACE CORR-          -7.10  (seconds)                    DEFLEC99
 RL0525  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 RL0525  DYNAMIC HT  -         436.416 (meters)    1431.81  (feet)  COMP
 RL0525  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 RL0525
 RL0525  HORZ ORDER  -  FIRST
 RL0525  VERT ORDER  -  SECOND    CLASS 0
 RL0525
 RL0525.The horizontal coordinates were established by classical geodetic methods
 RL0525.and adjusted by the National Geodetic Survey in February 1997..
 RL0525
 RL0525.The orthometric height was determined by differential leveling
 RL0525.and adjusted by the National Geodetic Survey in June 1991..
 RL0525
 RL0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0525
 RL0525.The geoid height was determined by GEOID03.
 RL0525
 RL0525.The dynamic height is computed by dividing the NAVD 88
 RL0525.geopotential number by the normal gravity value computed on the
 RL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0525.degrees latitude (g = 980.6199 gals.).
 RL0525
 RL0525.The modeled gravity was interpolated from observed gravity values.
 RL0525
 RL0525;                    North         East     Units Scale Factor Converg.
 RL0525;SPC MI N     -   205,796.865 7,857,502.878   MT  0.99991986   -1 20 41.7
 RL0525;SPC MI N     -   675,186.56 25,779,208.92   iFT  0.99991986   -1 20 41.7
 RL0525;UTM  16      - 5,164,606.970   357,536.761   MT  0.99984947   -1 21 09.5
 RL0525
 RL0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0525!SPC MI N     -   0.99993672  x   0.99991986  =   0.99985658
 RL0525!UTM  16      -   0.99993672  x   0.99984947  =   0.99978619
 RL0525
 RL0525:                Primary Azimuth Mark                     Grid Az
 RL0525:SPC MI N     -  COVINGTON LOOKOUT TOWER                  108 04 23.7
 RL0525:UTM  16      -  COVINGTON LOOKOUT TOWER                  108 04 51.5
 RL0525
 RL0525|---------------------------------------------------------------------|
 RL0525| PID    Reference Object                     Distance      Geod. Az  |
 RL0525|                                                           dddmmss.s |
 RL0525| RL1585 COVINGTON LOOKOUT TOWER             APPROX.25.9 KM 1064342.0 |
 RL0525| RL1582 TROUT CREEK LOOKOUT TOWER USGS      APPROX.22.4 KM 2063805.0 |
 RL0525| RL0526 FROST RM 1                           30.234 METERS 21425     |
 RL0525| RL1593 KENTON                              APPROX.10.6 KM 2143429.4 |
 RL0525| RL0527 FROST RM 2                           32.529 METERS 32102     |
 RL0525|---------------------------------------------------------------------|
 RL0525
 RL0525                          SUPERSEDED SURVEY CONTROL
 RL0525
 RL0525  NAD 83(1986)-  46 37 11.60199(N)    088 51 38.68481(W) AD(       ) 1
 RL0525  NAD 27      -  46 37 11.82200(N)    088 51 38.18700(W) AD(       ) 1
 RL0525  NGVD 29 (??/??/92)  436.397  (m)         1431.75   (f) ADJ UNCH    2 0
 RL0525
 RL0525.Superseded values are not recommended for survey control.
 RL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0525.See file dsdata.txt to determine how the superseded data were derived.
 RL0525
 RL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5753764607(NAD 83)
 RL0525_MARKER: DS = TRIANGULATION STATION DISK
 RL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0525_STAMPING: FROST 1939
 RL0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0525+STABILITY: SURFACE MOTION
 RL0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0525+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0525
 RL0525  HISTORY     - Date     Condition        Report By
 RL0525  HISTORY     - 1939     MONUMENTED       CGS
 RL0525  HISTORY     - 1948     GOOD             NGS
 RL0525  HISTORY     - 20030710 GOOD             GEOCAC
 RL0525
 RL0525                          STATION DESCRIPTION
 RL0525
 RL0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0525'ABOUT 9-1/4 MILES NORTH-BY-EAST OF THE TOWN OF KENTON, IN THE
 RL0525'NORTHWEST QUARTER OF SEC. 30, T. 49 N., R. 36 W., ON U.S. FOREST
 RL0525'LAND, 28 FEET EAST OF THE CENTER OF THE GRAVEL ROAD, AND ABOUT
 RL0525'MIDWAY OF A STRETCH OF STRAIGHT ROAD CROSSING THE TOP OF A FLAT
 RL0525'RIDGE.  STATION MARK IS STAMPED FROST 1939 AND PROJECTS 6
 RL0525'INCHES ABOVE THE GROUND.
 RL0525'
 RL0525'TO REACH FROM THE RANGER STATION IN KENTON DRIVE EAST ON
 RL0525'STATE HIGHWAY 28 FOR 0.2 MILE, TURN LEFT AND DRIVE NORTH UP
 RL0525'THE HILL ON A GRAVEL ROAD FOR 4.3 MILES.  TURN LEFT AND
 RL0525'DRIVE WEST 0.2 MILE.  TURN RIGHT AND DRIVE NORTH, KEEPING
 RL0525'STRAIGHT AHEAD AT ALL CROSSROADS, FOR 4.1 MILES TO A RAILROAD
 RL0525'CROSSING.  CONTINUE STRAIGHT AHEAD ACROSS THE TRACKS AND
 RL0525'DRIVE 1.25 MILES TO THE MIDPOINT OF A 1/4 MILE STRAIGHT
 RL0525'STRETCH OF ROAD AND THE STATION.
 RL0525'
 RL0525'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RL0525'DISKS SET IN CONCRETE.
 RL0525'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE
 RL0525'WOODEN POSTS WHICH PROJECT ABOUT 2-1/2 FEET ABOVE THE GROUND.
 RL0525'
 RL0525'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION AND 46 FEET WEST
 RL0525'OF THE CENTER OF THE ROAD, STAMPED FROST NO 1 1939 AND
 RL0525'PROJECTS 8 INCHES ABOVE THE GROUND.
 RL0525'
 RL0525'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION AND
 RL0525'18 FEET WEST OF THE CENTER OF THE ROAD, STAMPED FROST NO 2
 RL0525'1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0525'
 RL0525'HEAVY TIMBER PREVENTED THE ESTABLISHMENT OF AN AZIMUTH MARK.
 RL0525'
 RL0525'A 50-FOOT TOWER IS NEEDED TO SEE A 113-FOOT TOWER AT KENTON.
 RL0525'
 RL0525'A 113-FOOT TOWER IS NEEDED TO SEE A 103-FOOT TOWER AT GREENLAND
 RL0525'AND A 110-FOOT TOWER AT PORI.
 RL0525'
 RL0525'A 77-FOOT TOWER IS NEEDED TO SEE A 4-FOOT STAND AT SILVER.
 RL0525'
 RL0525'HEIGHT OF LIGHT ABOVE STATION MARK - 37 METERS.
 RL0525
 RL0525                          STATION RECOVERY (1948)
 RL0525
 RL0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0525'1.3 MI N FROM FROST.
 RL0525'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0525'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY AND STATION
 RL0525'SIGN AT FROST, 0.8 MILE NORTH OF A ROAD EAST TO ECHO LAKE, AT
 RL0525'THE TOP OF A LOW KNOLL, 100 YARDS SOUTH OF A CURVE SOUTH AND
 RL0525'NORTHWEST, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 45 FEET
 RL0525'EAST AND ACROSS THE ROAD FROM A 10-INCH TRIANGULAR BLAZED MAPLE
 RL0525'TREE, 100 FEET NORTHEAST OF AND ACROSS THE ROAD FROM R.R. NO. 1,
 RL0525'100 FEET SOUTHEAST AND ACROSS THE ROAD FROM R.M. NO. 2, 2 1/2
 RL0525'FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD
 RL0525'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0525
 RL0525                          STATION RECOVERY (2003)
 RL0525
 RL0525'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0525'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0525'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0525'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0525'RIGHT, THENCE NORTH 1 MILE TO TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1593 ***********************************************************************
 NF1593  DESIGNATION -  FROST
 NF1593  PID         -  NF1593
 NF1593  STATE/COUNTY-  MI/IONIA
 NF1593  USGS QUAD   -  EAGLE (1978)
 NF1593
 NF1593                         *CURRENT SURVEY CONTROL
 NF1593  ___________________________________________________________________
 NF1593* NAD 83(1994)-  42 50 32.95205(N)    084 52 00.67209(W)     ADJUSTED  
 NF1593* NAVD 88     -       247.817  (meters)     813.05   (feet)  ADJUSTED  
 NF1593  ___________________________________________________________________
 NF1593  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 NF1593  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF1593  DYNAMIC HT  -         247.748 (meters)     812.82  (feet)  COMP
 NF1593  MODELED GRAV-     980,335.4   (mgal)                       NAVD 88
 NF1593
 NF1593  HORZ ORDER  -  FIRST
 NF1593  VERT ORDER  -  FIRST     CLASS II
 NF1593
 NF1593.The horizontal coordinates were established by classical geodetic methods
 NF1593.and adjusted by the National Geodetic Survey in February 1997..
 NF1593
 NF1593.The orthometric height was determined by differential leveling
 NF1593.and adjusted by the National Geodetic Survey in January 2002..
 NF1593
 NF1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1593
 NF1593.The geoid height was determined by GEOID03.
 NF1593
 NF1593.The dynamic height is computed by dividing the NAVD 88
 NF1593.geopotential number by the normal gravity value computed on the
 NF1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1593.degrees latitude (g = 980.6199 gals.).
 NF1593
 NF1593.The modeled gravity was interpolated from observed gravity values.
 NF1593
 NF1593;                    North         East     Units Scale Factor Converg.
 NF1593;SPC MI S     -   149,241.285 3,959,114.303   MT  0.99990715   -0 20 25.4
 NF1593;SPC MI S     -   489,636.76 12,989,220.15   iFT  0.99990715   -0 20 25.4
 NF1593;UTM  16      - 4,745,530.486   674,315.836   MT  0.99997383   +1 27 03.1
 NF1593
 NF1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1593!SPC MI S     -   0.99996642  x   0.99990715  =   0.99987357
 NF1593!UTM  16      -   0.99996642  x   0.99997383  =   0.99994025
 NF1593
 NF1593|---------------------------------------------------------------------|
 NF1593| PID    Reference Object                     Distance      Geod. Az  |
 NF1593|                                                           dddmmss.s |
 NF1593| AH7854 FROST RM 1                           24.556 METERS 00423     |
 NF1593| NF1587 FROST 1969 AZ MK 1976               APPROX. 1.2 KM 0162651.5 |
 NF1593| NF1464 GRAND LEDGE MUN TANK                APPROX.13.9 KM 1334134.4 |
 NF1593| AH7855 FROST RM 2                           22.908 METERS 18428     |
 NF1593| NF1597 PORTLAND MUN TANK                   APPROX. 3.8 KM 3102433.4 |
 NF1593|---------------------------------------------------------------------|
 NF1593
 NF1593                          SUPERSEDED SURVEY CONTROL
 NF1593
 NF1593  NAD 83(1986)-  42 50 32.94951(N)    084 52 00.68880(W) AD(       ) 1
 NF1593  NAD 27      -  42 50 32.82454(N)    084 52 00.71454(W) AD(       ) 1
 NF1593  NGVD 29 (07/19/86)  247.9    (m)          813.     (f) VERT ANG       
 NF1593
 NF1593.Superseded values are not recommended for survey control.
 NF1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1593.See file dsdata.txt to determine how the superseded data were derived.
 NF1593
 NF1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7431645530(NAD 83)
 NF1593_MARKER: DS = TRIANGULATION STATION DISK
 NF1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1593_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1593_STAMPING: FROST 1969
 NF1593_MARK LOGO: CGS   
 NF1593_PROJECTION: FLUSH
 NF1593_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1593+STABILITY: SURFACE MOTION
 NF1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1593+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 NF1593
 NF1593  HISTORY     - Date     Condition        Report By
 NF1593  HISTORY     - 1969     MONUMENTED       CGS
 NF1593  HISTORY     - 1970     GOOD             NGS
 NF1593  HISTORY     - 1976     GOOD             NGS
 NF1593  HISTORY     - 1980     GOOD             MIDH
 NF1593  HISTORY     - 19921113 GOOD             NGS
 NF1593  HISTORY     - 19990408 GOOD             NGS
 NF1593
 NF1593                          STATION DESCRIPTION
 NF1593
 NF1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1593'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 11, T, 5 N.,
 NF1593'R. 5 W., ON
 NF1593'PROPERTY OF MR. CHARLES BEIERSTETEL, ABOUT 9 MILES NORTHWEST
 NF1593'OF GRAND LEDGE AND 3 MILES
 NF1593'SOUTHEAST OF PORTLAND.
 NF1593'
 NF1593'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NF1593'GRAND RIVER AVENUE
 NF1593'IN THE SOUTHEAST PART OF PORTLAND, GO SOUTHEAST ON GRAND
 NF1593'RIVER AVENUE FOR 1.6 MILES TO THE
 NF1593'INTERSECTION OF GRAND RIVER AVENUE
 NF1593'AND FROST AVENUE AND THE STATION ON THE RIGHT.
 NF1593'
 NF1593'THE STATION MARK IS A STANDARD DISK STAMPED FROST 1969, SET IN
 NF1593'THE TOP OF A
 NF1593'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1593'GROUND.  IT IS 93 FEET WEST OF
 NF1593'THE CENTER OF THE INTERSECTION OF GRAND
 NF1593'RIVER AVENUE AND FROST ROAD, 78 FEET NORTHWEST OF
 NF1593'THE CENTER OF FROST
 NF1593'ROAD, 44 FEET SOUTHWEST OF A 30-INCH MAPLE TREE AND 34 FEET
 NF1593'NORTHWEST OF THE
 NF1593'CENTER OF A DRIVEWAY.
 NF1593'
 NF1593'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FROST NO 1 1969,
 NF1593'SET IN THE TOP OF
 NF1593'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1593'THE GROUND.  IT IS 52 FEET SOUTHEAST
 NF1593'OF THE CENTER OF PEAKE ROAD, 43
 NF1593'FEET WEST-SOUTHWEST OF THE CENTER OF GRAND RIVER AVENUE
 NF1593'AND 4 FEET
 NF1593'SOUTHEAST OF TELEPHONE NUMBER 1330.
 NF1593'
 NF1593'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FROST NO 2 1969,
 NF1593'SET IN THE TOP OF
 NF1593'A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 NF1593'THE GROUND.  IT IS 45 FEET SOUTH OF
 NF1593'THE CENTER OF THE DRIVEWAY, 23 FEET
 NF1593'WEST-SOUTHWEST OF A 20-INCH WALNUT TREE, 3.3 FEET
 NF1593'EAST-NORTHEAST OF A
 NF1593'FENCE CORNER POST AND 1 FOOT NORTH OF A WIRE FENCE.
 NF1593'
 NF1593'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FROST 1969, SET IN
 NF1593'THE TOP OF A
 NF1593'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF1593'INCHES ABOVE THE GROUND.  IT IS
 NF1593'102 FEET NORTHEAST OF THE CENTER OF
 NF1593'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 96, 1.5
 NF1593'FEET EAST-SOUTHEAST
 NF1593'OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
 NF1593'
 NF1593'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF INTERSTATE HIGHWAY
 NF1593'96 AND GRAND RIVER
 NF1593'AVENUE, GO SOUTHEAST ON INTERSTATE HIGHWAY 96 FOR
 NF1593'1.2 MILES TO THE AZIMUTH MARK ON THE
 NF1593'LEFT.
 NF1593'
 NF1593'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 NF1593
 NF1593                          STATION RECOVERY (1970)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1593'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1593'RECOVERED IN GOOD
 NF1593'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 NF1593'MARK 1 CHECKED.  THE DIRECTION TO
 NF1593'REFERENCE MARK 2 CHECKED, BUT A
 NF1593'DIFFERENCE OF .02 OF A FOOT SHORTER WAS FOUND IN THE
 NF1593'DISTANCE.  THE
 NF1593'DIRECTION TO THE AZIMUTH MARK CHECKED.  DUE TO CHANGES AT THE STATION
 NF1593'SITE, FOLLOWING IS
 NF1593'A NEW DESCRIPTION.
 NF1593'
 NF1593'THE STATION IS ABOUT 9 MILES NORTHWEST OF GRAND LEDGE AND 3 MILES
 NF1593'SOUTHEAST OF
 NF1593'PORTLAND.  IT IS IN THE NORTHEAST 1/4 OF SECTION 11, T. 5 N.,
 NF1593'R. 5 W. AND ON PROPERTY OF MR.
 NF1593'CHARLES BEIERSTETEL WHO LIVES AT THE
 NF1593'STATION SITE.
 NF1593'
 NF1593'TO REACH THE STATION FROM THE JUNCTION OF GRAND RIVER AVENUE AND
 NF1593'INTERSTATE HIGHWAY
 NF1593'96 IN THE SOUTHEAST EDGE OF PORTLAND, GO SOUTHEAST
 NF1593'ON GRAND RIVER AVENUE FOR 1.6 MILES
 NF1593'TO FROST ROAD AND THE STATION ON
 NF1593'THE RIGHT.
 NF1593'
 NF1593'STATION MARKS ARE STANDARD DISKS STAMPED FROST 1969.  THE SURFACE
 NF1593'DISK IS SET IN THE
 NF1593'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 NF1593'WITH THE GROUND SURFACE.  IT IS 102
 NF1593'FEET WEST OF THE CENTER OF THE
 NF1593'INTERSECTION OF GRAND RIVER AVENUE AND FROST ROAD, 44
 NF1593'FEET WEST-SOUTHWEST OF
 NF1593'A 30-INCH MAPLE TREE AND 34 FEET NORTHWEST OF THE CENTER OF
 NF1593'A DRIVEWAY.  THE
 NF1593'UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 NF1593'MASS OF CONCRETE 42 INCHES BELOW
 NF1593'THE GROUND SURFACE.
 NF1593'
 NF1593'REFERENCE MARK 1, A STANDARD DISK STAMPED FROST NO 1 1969, IS SET
 NF1593'IN THE TOP OF A
 NF1593'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1593'1 INCH ABOVE THE GROUND SURFACE.
 NF1593'IT IS 42 FEET SOUTHWEST OF THE CENTER
 NF1593'OF GRAND RIVER AVENUE, 39 FEET SOUTH-SOUTHEAST OF
 NF1593'THE CENTER OF PEAKE
 NF1593'ROAD AND 3.8 FEET SOUTHEAST OF TELEPHONE POLE NUMBER 1330.
 NF1593'
 NF1593'REFERENCE MARK 2, A STANDARD DISK STAMPED FROST NO 2 1969, IS SET
 NF1593'IN THE TOP OF A
 NF1593'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1593'GROUND SURFACE.  IT IS 84 FEET
 NF1593'WEST OF THE CENTER OF FROST ROAD, 68
 NF1593'FEET WEST OF A FENCE CORNER, 22 FEET SOUTH OF THE
 NF1593'CENTER OF THE DRIVEWAY
 NF1593'AND 1 FOOT NORTH OF A WIRE FENCE.
 NF1593'
 NF1593'THE AZIMUTH MARK, A STANDARD DISK STAMPED FROST 1969, IS SET IN THE
 NF1593'TOP OF A 12-INCH
 NF1593'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1593'ABOVE THE GROUND SURFACE.  IT IS
 NF1593'102 FEET NORTHEAST OF THE CENTER OF
 NF1593'THE WEST BOUND LANES OF INTERSTATE HIGHWAY 96, 52
 NF1593'FEET SOUTH-SOUTHWEST
 NF1593'OF THE SOUTH LEG OF A LARGE STANDARD OIL SIGN,
 NF1593'1.5 FEET
 NF1593'EAST-SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A
 NF1593'WIRE FENCE.
 NF1593'
 NF1593'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF GRAND RIVER AVENUE AND
 NF1593'INTERSTATE HIGHWAY
 NF1593'96 IN THE SOUTHEAST EDGE OF PORTLAND, GO SOUTHEAST ON
 NF1593'INTERSTATE HIGHWAY 96 FOR 1.2 MILES
 NF1593'TO THE MARK ON THE LEFT.
 NF1593'
 NF1593'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 NF1593
 NF1593                          STATION RECOVERY (1976)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1593'NO MEASUREMENT BETWEEN RMS DUE TO THEY ARE NEAR 180 DEG.
 NF1593'
 NF1593'THE STATION WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL MARKS
 NF1593'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS WERE CONFIRMED.
 NF1593'THE 1969 DESCRIPTION IS ENTIRELY ADEQUATE.
 NF1593'
 NF1593'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1593'
 NF1593'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES SOUTHEAST
 NF1593'OF PORTLAND.
 NF1593'
 NF1593'HEIGHT OF LIGHT ABOVE STATION MARK 113.2 FEET.
 NF1593
 NF1593                          STATION RECOVERY (1980)
 NF1593
 NF1593'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1593'THE STATION MARK WAS RECOVERED, AS PREVIOUSLY DESCRIBED, AND ALL MARKS
 NF1593'WERE FOUND IN GOOD CONDITION.  THE DISTANCES FROM REFERENCE MARKS 1
 NF1593'AND 2 TO THE STATION WERE CONFIRMED.
 NF1593'
 NF1593'THE 1976 RECOVERY NOTE IS IN ERROR ON THE FOOT DISTANCE FROM REFERENCE
 NF1593'MARKS 1 AND 2 TO THE STATION.  THE RECOVERY SHOULD READ RM 1,
 NF1593'80.57 FEET AND RM 2, 75.16 FEET.  THE METRIC MEASUREMENTS ARE
 NF1593'CORRECT.
 NF1593
 NF1593                          STATION RECOVERY (1992)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1593'2.4 KM (1.50 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 NF1593'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 31.0 M
 NF1593'(101.7 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 24.6 M (80.7 FT) SOUTH
 NF1593'OF REFERENCE MARK 1, 23.8 M (78.1 FT) WEST-NORTHWEST OF THE CENTER OF
 NF1593'FROST ROAD, 22.9 M (75.1 FT) NORTH OF REFERENCE MARK 2, 18.7 M (61.4
 NF1593'FT) NORTHWEST OF A 36-INCH TREE, 14.0 M (45.9 FT) WEST-SOUTHWEST OF A
 NF1593'40-INCH MAPLE TREE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 NF1593'THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1593
 NF1593                          STATION RECOVERY (1999)
 NF1593
 NF1593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1593'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1587 ***********************************************************************
 NF1587  DESIGNATION -  FROST 1969 AZ MK 1976
 NF1587  PID         -  NF1587
 NF1587  STATE/COUNTY-  MI/IONIA
 NF1587  USGS QUAD   -  EAGLE (1978)
 NF1587
 NF1587                         *CURRENT SURVEY CONTROL
 NF1587  ___________________________________________________________________
 NF1587* NAD 83(1994)-  42 51 09.71226(N)    084 51 45.92216(W)     ADJUSTED  
 NF1587* NAVD 88     -       229.8    (meters)     754.     (feet)  VERTCON   
 NF1587  ___________________________________________________________________
 NF1587  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 NF1587  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NF1587
 NF1587  HORZ ORDER  -  SECOND
 NF1587
 NF1587.The horizontal coordinates were established by classical geodetic methods
 NF1587.and adjusted by the National Geodetic Survey in February 1997..
 NF1587
 NF1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1587
 NF1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1587
 NF1587.The geoid height was determined by GEOID03.
 NF1587
 NF1587;                    North         East     Units Scale Factor Converg.
 NF1587;SPC MI S     -   150,373.535 3,959,455.891   MT  0.99990704   -0 20 15.4
 NF1587;SPC MI S     -   493,351.49 12,990,340.85   iFT  0.99990704   -0 20 15.4
 NF1587;UTM  16      - 4,746,672.938   674,621.882   MT  0.99997515   +1 27 14.2
 NF1587
 NF1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1587!SPC MI S     -   0.99996924  x   0.99990704  =   0.99987629
 NF1587!UTM  16      -   0.99996924  x   0.99997515  =   0.99994440
 NF1587
 NF1587:                Primary Azimuth Mark                     Grid Az
 NF1587:SPC MI S     -  FROST                                    196 47 16.9
 NF1587:UTM  16      -  FROST                                    194 59 47.3
 NF1587
 NF1587|---------------------------------------------------------------------|
 NF1587| PID    Reference Object                     Distance      Geod. Az  |
 NF1587|                                                           dddmmss.s |
 NF1587| NF1593 FROST                               APPROX. 1.2 KM 1962701.5 |
 NF1587| NF1588 FROST 1969 AZ MK A PT                 6.216 METERS 25654     |
 NF1587|---------------------------------------------------------------------|
 NF1587
 NF1587                          SUPERSEDED SURVEY CONTROL
 NF1587
 NF1587  NAD 83(1986)-  42 51 09.70970(N)    084 51 45.93888(W) AD(       ) 2
 NF1587  NAD 27      -  42 51 09.58484(N)    084 51 45.96470(W) AD(       ) 2
 NF1587  NGVD 29 (07/19/86)  229.9    (m)          754.     (f) VERT ANG       
 NF1587
 NF1587.Superseded values are not recommended for survey control.
 NF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1587.See file dsdata.txt to determine how the superseded data were derived.
 NF1587
 NF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7462246673(NAD 83)
 NF1587_MARKER: DZ = AZIMUTH MARK DISK
 NF1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1587+STABILITY: SURFACE MOTION
 NF1587
 NF1587  HISTORY     - Date     Condition        Report By
 NF1587  HISTORY     - 1976     MONUMENTED       NGS
 NF1587
 NF1587                          STATION DESCRIPTION
 NF1587
 NF1587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1587'STATION MARK, A STANDARD DISK STAMPED FROST 1969, IS SET IN THE TOP
 NF1587'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 NF1587'ABOVE THE GROUND SURFACE.  IT IS 102 FEET NORTHEAST OF THE CENTER
 NF1587'OF THE WEST BOUND LANES OF INTERSTATE HIGHWAY 96, 52 FEET
 NF1587'SOUTH-SOUTHWEST OF THE SOUTH LEG OF A LARGE STANDARD OIL SIGN, 1.5
 NF1587'FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A
 NF1587'WIRE FENCE.
 NF1587'
 NF1587'TO REACH THE STATION MARK FROM THE JUNCTION OF GRAND RIVER AVENUE
 NF1587'AND INTERSTATE HIGHWAY 96 IN THE SOUTHEAST EDGE OF PORTLAND, GO
 NF1587'SOUTHEAST ON INTERSTATE HIGHWAY 96 FOR 1.2 MILES TO THE MARK ON
 NF1587'THE LEFT.
 NF1587'
 NF1587'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0526 ***********************************************************************
 RL0526  DESIGNATION -  FROST RM 1
 RL0526  PID         -  RL0526
 RL0526  STATE/COUNTY-  MI/HOUGHTON
 RL0526  USGS QUAD   -  
 RL0526
 RL0526                         *CURRENT SURVEY CONTROL
 RL0526  ___________________________________________________________________
 RL0526* NAD 83(1986)-  46 37 11.     (N)    088 51 38.     (W)     SCALED    
 RL0526* NAVD 88     -       435.702  (meters)    1429.47   (feet)  ADJUSTED  
 RL0526  ___________________________________________________________________
 RL0526  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 RL0526  DYNAMIC HT  -         435.717 (meters)    1429.51  (feet)  COMP
 RL0526  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 RL0526
 RL0526  VERT ORDER  -  SECOND    CLASS 0
 RL0526
 RL0526.The horizontal coordinates were scaled from a topographic map and have
 RL0526.an estimated accuracy of +/- 6 seconds.
 RL0526
 RL0526.The orthometric height was determined by differential leveling
 RL0526.and adjusted by the National Geodetic Survey in June 1991..
 RL0526
 RL0526.The geoid height was determined by GEOID03.
 RL0526
 RL0526.The dynamic height is computed by dividing the NAVD 88
 RL0526.geopotential number by the normal gravity value computed on the
 RL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0526.degrees latitude (g = 980.6199 gals.).
 RL0526
 RL0526.The modeled gravity was interpolated from observed gravity values.
 RL0526
 RL0526;                    North         East    Units  Estimated Accuracy
 RL0526;SPC MI N     -   205,780.    7,857,520.      MT  (+/- 180 meters Scaled)
 RL0526
 RL0526                          SUPERSEDED SURVEY CONTROL
 RL0526
 RL0526  NGVD 29 (??/??/92)  435.698  (m)         1429.45   (f) ADJ UNCH    2 0
 RL0526
 RL0526.Superseded values are not recommended for survey control.
 RL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0526.See file dsdata.txt to determine how the superseded data were derived.
 RL0526
 RL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS575645(NAD 83)
 RL0526_MARKER: DR = REFERENCE MARK DISK
 RL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0526_STAMPING: FROST NO 1 1939
 RL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0526+STABILITY: SURFACE MOTION
 RL0526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0526+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0526
 RL0526  HISTORY     - Date     Condition        Report By
 RL0526  HISTORY     - 1939     MONUMENTED       CGS
 RL0526  HISTORY     - 1948     GOOD             NGS
 RL0526  HISTORY     - 20030710 GOOD             GEOCAC
 RL0526
 RL0526                          STATION DESCRIPTION
 RL0526
 RL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0526'1.3 MI N FROM FROST.
 RL0526'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0526'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY AND STATION
 RL0526'SIGN AT FROST, 0.8 MILE NORTH OF THE JUNCTION OF A ROAD EAST
 RL0526'TO ECHO LAKE, 100 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 RL0526'THE STATION MARK, 45 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RL0526'13 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 10-INCH MAPLE
 RL0526'TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 RL0526'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0526'5 INCHES.
 RL0526
 RL0526                          STATION RECOVERY (2003)
 RL0526
 RL0526'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0526'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0526'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0526'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0526'RIGHT, THENCE NORTH 1 MILE TO TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7854 ***********************************************************************
 AH7854  DESIGNATION -  FROST RM 1
 AH7854  PID         -  AH7854
 AH7854  STATE/COUNTY-  MI/IONIA
 AH7854  USGS QUAD   -  EAGLE (1978)
 AH7854
 AH7854                         *CURRENT SURVEY CONTROL
 AH7854  ___________________________________________________________________
 AH7854* NAD 83(1986)-  42 50 34.     (N)    084 52 00.     (W)     SCALED    
 AH7854* NAVD 88     -       247.850  (meters)     813.15   (feet)  ADJUSTED  
 AH7854  ___________________________________________________________________
 AH7854  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AH7854  DYNAMIC HT  -         247.780 (meters)     812.92  (feet)  COMP
 AH7854  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 AH7854
 AH7854  VERT ORDER  -  FIRST     CLASS II
 AH7854
 AH7854.The horizontal coordinates were scaled from a topographic map and have
 AH7854.an estimated accuracy of +/- 6 seconds.
 AH7854
 AH7854.The orthometric height was determined by differential leveling
 AH7854.and adjusted by the National Geodetic Survey in January 2002..
 AH7854
 AH7854.The geoid height was determined by GEOID03.
 AH7854
 AH7854.The dynamic height is computed by dividing the NAVD 88
 AH7854.geopotential number by the normal gravity value computed on the
 AH7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7854.degrees latitude (g = 980.6199 gals.).
 AH7854
 AH7854.The modeled gravity was interpolated from observed gravity values.
 AH7854
 AH7854;                    North         East    Units  Estimated Accuracy
 AH7854;SPC MI S     -   149,270.    3,959,130.      MT  (+/- 180 meters Scaled)
 AH7854
 AH7854                          SUPERSEDED SURVEY CONTROL
 AH7854
 AH7854.No superseded survey control is available for this station.
 AH7854
 AH7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN743455(NAD 83)
 AH7854_MARKER: DR = REFERENCE MARK DISK
 AH7854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7854_STAMPING: FROST NO 1 1969
 AH7854_MARK LOGO: CGS   
 AH7854_PROJECTION: FLUSH
 AH7854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7854+STABILITY: SURFACE MOTION
 AH7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7854+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7854
 AH7854  HISTORY     - Date     Condition        Report By
 AH7854  HISTORY     - 1969     MONUMENTED       CGS
 AH7854  HISTORY     - 19921113 GOOD             NGS
 AH7854  HISTORY     - 19990408 GOOD             NGS
 AH7854
 AH7854                          STATION DESCRIPTION
 AH7854
 AH7854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7854'2.4 KM (1.50 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7854'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 24.6 M (80.7
 AH7854'FT) NORTH OF TRIANGULATION STATION FROST, 12.2 M (40.0 FT) SOUTHWEST
 AH7854'OF THE AVENUE CENTERLINE, 11.5 M (37.7 FT) SOUTH OF THE CENTER OF
 AH7854'PEAKE ROAD, 0.4 M (1.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE MOST
 AH7854'SOUTHERLY OF 2 UNDERGROUND CABLE JUNCTION BOXES, 0.3 M (1.0 FT) ABOVE
 AH7854'THE LEVEL OF THE AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7854'SURFACE.
 AH7854
 AH7854                          STATION RECOVERY (1999)
 AH7854
 AH7854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7854'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0527 ***********************************************************************
 RL0527  DESIGNATION -  FROST RM 2
 RL0527  PID         -  RL0527
 RL0527  STATE/COUNTY-  MI/HOUGHTON
 RL0527  USGS QUAD   -  
 RL0527
 RL0527                         *CURRENT SURVEY CONTROL
 RL0527  ___________________________________________________________________
 RL0527* NAD 83(1986)-  46 37 11.     (N)    088 51 38.     (W)     SCALED    
 RL0527* NAVD 88     -       435.811  (meters)    1429.82   (feet)  ADJUSTED  
 RL0527  ___________________________________________________________________
 RL0527  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 RL0527  DYNAMIC HT  -         435.826 (meters)    1429.87  (feet)  COMP
 RL0527  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 RL0527
 RL0527  VERT ORDER  -  SECOND    CLASS 0
 RL0527
 RL0527.The horizontal coordinates were scaled from a topographic map and have
 RL0527.an estimated accuracy of +/- 6 seconds.
 RL0527
 RL0527.The orthometric height was determined by differential leveling
 RL0527.and adjusted by the National Geodetic Survey in June 1991..
 RL0527
 RL0527.The geoid height was determined by GEOID03.
 RL0527
 RL0527.The dynamic height is computed by dividing the NAVD 88
 RL0527.geopotential number by the normal gravity value computed on the
 RL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0527.degrees latitude (g = 980.6199 gals.).
 RL0527
 RL0527.The modeled gravity was interpolated from observed gravity values.
 RL0527
 RL0527;                    North         East    Units  Estimated Accuracy
 RL0527;SPC MI N     -   205,780.    7,857,520.      MT  (+/- 180 meters Scaled)
 RL0527
 RL0527                          SUPERSEDED SURVEY CONTROL
 RL0527
 RL0527  NGVD 29 (??/??/92)  435.807  (m)         1429.81   (f) ADJ UNCH    2 0
 RL0527
 RL0527.Superseded values are not recommended for survey control.
 RL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0527.See file dsdata.txt to determine how the superseded data were derived.
 RL0527
 RL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS575645(NAD 83)
 RL0527_MARKER: DR = REFERENCE MARK DISK
 RL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0527_STAMPING: FROST NO 2 1939
 RL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0527+STABILITY: SURFACE MOTION
 RL0527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0527+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 RL0527
 RL0527  HISTORY     - Date     Condition        Report By
 RL0527  HISTORY     - 1939     MONUMENTED       CGS
 RL0527  HISTORY     - 1948     GOOD             NGS
 RL0527  HISTORY     - 20030710 GOOD             GEOCAC
 RL0527
 RL0527                          STATION DESCRIPTION
 RL0527
 RL0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0527'1.3 MI N FROM FROST.
 RL0527'1.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 RL0527'CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY AND STATION
 RL0527'SIGN AT FROST, 0.8 MILE NORTH OF A ROAD EAST TO ECHO LAKE,
 RL0527'100 FEET NORTHWEST AND ACROSS THE ROAD FROM THE STATION MARK,
 RL0527'17 FEET WEST OF THE CENTER LINE OF THE ROAD, 88 FEET NORTH OF A
 RL0527'TRIANGULAR BLAZED 10-INCH MAPLE TREE, 40 FEET NORTHWEST AND
 RL0527'ACROSS THE ROAD FROM A TELEPHONE POLE, 3 FEET SOUTH-SOUTHWEST
 RL0527'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD, AND
 RL0527'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0527
 RL0527                          STATION RECOVERY (2003)
 RL0527
 RL0527'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0527'THE ROAD IS FOREST ROAD 1500.  THE ROAD NORTH FROM KENTON IS NAT'
 RL0527'FOREST HIGHWAY 16.  TO REACH THE MARK FROM THE RR CROSSING ABOUT 8.4
 RL0527'MILES NORTH OF KENTON, FOLLOW NFH-16 NORTH 0.15 MILE TO FR 1500 ON
 RL0527'RIGHT, THENCE NORTH 1 MILE TO TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7855 ***********************************************************************
 AH7855  DESIGNATION -  FROST RM 2
 AH7855  PID         -  AH7855
 AH7855  STATE/COUNTY-  MI/IONIA
 AH7855  USGS QUAD   -  EAGLE (1978)
 AH7855
 AH7855                         *CURRENT SURVEY CONTROL
 AH7855  ___________________________________________________________________
 AH7855* NAD 83(1986)-  42 50 33.     (N)    084 52 00.     (W)     SCALED    
 AH7855* NAVD 88     -       247.408  (meters)     811.70   (feet)  ADJUSTED  
 AH7855  ___________________________________________________________________
 AH7855  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AH7855  DYNAMIC HT  -         247.339 (meters)     811.48  (feet)  COMP
 AH7855  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 AH7855
 AH7855  VERT ORDER  -  FIRST     CLASS II
 AH7855
 AH7855.The horizontal coordinates were scaled from a topographic map and have
 AH7855.an estimated accuracy of +/- 6 seconds.
 AH7855
 AH7855.The orthometric height was determined by differential leveling
 AH7855.and adjusted by the National Geodetic Survey in January 2002..
 AH7855
 AH7855.The geoid height was determined by GEOID03.
 AH7855
 AH7855.The dynamic height is computed by dividing the NAVD 88
 AH7855.geopotential number by the normal gravity value computed on the
 AH7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7855.degrees latitude (g = 980.6199 gals.).
 AH7855
 AH7855.The modeled gravity was interpolated from observed gravity values.
 AH7855
 AH7855;                    North         East    Units  Estimated Accuracy
 AH7855;SPC MI S     -   149,240.    3,959,130.      MT  (+/- 180 meters Scaled)
 AH7855
 AH7855                          SUPERSEDED SURVEY CONTROL
 AH7855
 AH7855.No superseded survey control is available for this station.
 AH7855
 AH7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN743455(NAD 83)
 AH7855_MARKER: DR = REFERENCE MARK DISK
 AH7855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7855_STAMPING: FROST NO 2 1969
 AH7855_MARK LOGO: CGS   
 AH7855_PROJECTION: FLUSH
 AH7855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7855+STABILITY: SURFACE MOTION
 AH7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7855+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7855
 AH7855  HISTORY     - Date     Condition        Report By
 AH7855  HISTORY     - 1969     MONUMENTED       CGS
 AH7855  HISTORY     - 19921113 GOOD             NGS
 AH7855  HISTORY     - 19990408 GOOD             NGS
 AH7855
 AH7855                          STATION DESCRIPTION
 AH7855
 AH7855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7855'2.4 KM (1.50 MI) NORTHWESTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7855'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 53.9 M
 AH7855'(176.8 FT) SOUTHWEST OF THE AVENUE CENTERLINE, 25.2 M (82.7 FT) WEST
 AH7855'OF THE CENTER OF FROST ROAD, 22.9 M (75.1 FT) SOUTH OF TRIANGULATION
 AH7855'STATION FROST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 AH7855'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AH7855
 AH7855                          STATION RECOVERY (1999)
 AH7855
 AH7855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7855'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0355 ***********************************************************************
 QJ0355  DESIGNATION -  FRYING PAN UDP+153
 QJ0355  PID         -  QJ0355
 QJ0355  STATE/COUNTY-  MI/CHIPPEWA
 QJ0355  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0355
 QJ0355                         *CURRENT SURVEY CONTROL
 QJ0355  ___________________________________________________________________
 QJ0355* NAD 83(1994)-  45 59 08.85842(N)    083 53 41.17181(W)     ADJUSTED  
 QJ0355* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 QJ0355  ___________________________________________________________________
 QJ0355  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 QJ0355  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0355
 QJ0355  HORZ ORDER  -  SECOND
 QJ0355
 QJ0355.The horizontal coordinates were established by classical geodetic methods
 QJ0355.and adjusted by the National Geodetic Survey in February 1997..
 QJ0355
 QJ0355.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0355
 QJ0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0355
 QJ0355.The geoid height was determined by GEOID03.
 QJ0355
 QJ0355;                    North         East     Units Scale Factor Converg.
 QJ0355;SPC MI N     -   138,357.954 8,240,521.284   MT  0.99991643   +2 14 39.9
 QJ0355;SPC MI N     -   453,930.30 27,035,830.98   iFT  0.99991643   +2 14 39.9
 QJ0355;UTM  17      - 5,096,543.996   275,797.078   MT  1.00021799   -2 04 57.7
 QJ0355
 QJ0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0355!SPC MI N     -   0.99997800  x   0.99991643  =   0.99989443
 QJ0355!UTM  17      -   0.99997800  x   1.00021799  =   1.00019599
 QJ0355
 QJ0355                          SUPERSEDED SURVEY CONTROL
 QJ0355
 QJ0355  NAD 83(1986)-  45 59 08.84574(N)    083 53 41.16479(W) AD(       ) 2
 QJ0355  NGVD 29 (05/22/90)  177.2    (m)          581.     (f) VERT ANG       
 QJ0355
 QJ0355.Superseded values are not recommended for survey control.
 QJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0355.See file dsdata.txt to determine how the superseded data were derived.
 QJ0355
 QJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7579796544(NAD 83)
 QJ0355_MARKER: DD = SURVEY DISK
 QJ0355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0355+WITH SETTING: PAVEMENT
 QJ0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0355+STABILITY: SURFACE MOTION
 QJ0355
 QJ0355  HISTORY     - Date     Condition        Report By
 QJ0355  HISTORY     - 1988     MONUMENTED       USE
 QJ0355
 QJ0355                          STATION DESCRIPTION
 QJ0355
 QJ0355'DESCRIBED BY US ENGINEERS 1988 (RAB)
 QJ0355'THE STATION IS LOCATED ABOUT 66.5 KM (41.3 MI) SOUTH-SOUTHEAST OF
 QJ0355'SAULT STE MARIE
 QJ0355'60.8 KM (37.8 MI) EAST-SOUTHEAST OF RUDYARD, 1 KM (0.6 MI)
 QJ0355'EAST-SOUTHEAST OF DETOUR VILLAGE ON FRYING PAN ISLAND IN SEC 34,
 QJ0355'T42N-R4E.
 QJ0355'OWNERSHIP--SSSS
 QJ0355'
 QJ0355'TO REACH THE STATION FROM THE POST OFFICE IN DETOUR VILLAGE, GO
 QJ0355'SOUTH FOR 1.6 KM (1 MI) ON HIGHWAY M-134 TO THE PUBLIC BOAT LAUNCH,
 QJ0355'TRAVEL BY BOAT UPRIVER  FOR 10 MINUTES TO THE EAST SIDE OF FRYING
 QJ0355'PAN ISLAND AND THE STATION.
 QJ0355'
 QJ0355'THE STATION IS A STANDARD COE DISK
 QJ0355'STAMPED---UDP+153---,
 QJ0355'SET INTO A LARGE CONCRETE SLAB, LOCATED BEHIND A BREAKWALL ON THE
 QJ0355'EAST SIDE OF THE ISLAND AND APPROXIMATELY 18.3 METERS (80 FT) NORTH
 QJ0355'OF A 2.4 METERS (8 FT) SQUARE CONCRETE BUILDING.
 QJ0355'
 QJ0355'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0502 ***********************************************************************
 PL0502  DESIGNATION -  FULFORD
 PL0502  PID         -  PL0502
 PL0502  STATE/COUNTY-  MI/KALKASKA
 PL0502  USGS QUAD   -  FIFE LAKE (1985)
 PL0502
 PL0502                         *CURRENT SURVEY CONTROL
 PL0502  ___________________________________________________________________
 PL0502* NAD 83(1994)-  44 45 07.15745(N)    085 18 35.72291(W)     ADJUSTED  
 PL0502* NAVD 88     -       318.     (meters)    1043.     (feet)  VERTCON   
 PL0502  ___________________________________________________________________
 PL0502  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 PL0502  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 PL0502
 PL0502  HORZ ORDER  -  FIRST
 PL0502
 PL0502.The horizontal coordinates were established by classical geodetic methods
 PL0502.and adjusted by the National Geodetic Survey in February 1997..
 PL0502
 PL0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0502
 PL0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0502
 PL0502.The geoid height was determined by GEOID03.
 PL0502
 PL0502;                    North         East     Units Scale Factor Converg.
 PL0502;SPC MI C     -   159,927.108 5,925,314.862   MT  0.99991826   -0 39 58.8
 PL0502;SPC MI C     -   524,695.24 19,440,009.39   iFT  0.99991826   -0 39 58.8
 PL0502;UTM  16      - 4,956,789.336   633,777.511   MT  0.99982007   +1 11 24.2
 PL0502
 PL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0502!SPC MI C     -   0.99995548  x   0.99991826  =   0.99987375
 PL0502!UTM  16      -   0.99995548  x   0.99982007  =   0.99977556
 PL0502
 PL0502:                Primary Azimuth Mark                     Grid Az
 PL0502:SPC MI C     -  CENTRAL LAKE                             002 33 16.2
 PL0502:UTM  16      -  CENTRAL LAKE                             000 41 53.2
 PL0502
 PL0502|---------------------------------------------------------------------|
 PL0502| PID    Reference Object                     Distance      Geod. Az  |
 PL0502|                                                           dddmmss.s |
 PL0502| QK0827 CENTRAL LAKE                        APPROX.35.0 KM 0015317.4 |
 PL0502| PL0498 MANCELONA FIRE LOOKOUT TOWER        APPROX.26.8 KM 0540730.7 |
 PL0502| PL0495 PICKEREL LAKE LOOKOUT TOWER         APPROX.26.1 KM 0784646.4 |
 PL0502| PL0501 KALKASKA CH OF CHRIST SPIRE         APPROX.10.6 KM 0995156.3 |
 PL0502| CH1155 FULFORD RM 1                         24.953 METERS 19440     |
 PL0502| PL0534 KINGSLEY LOOKOUT TOWER 1932         APPROX.29.2 KM 2273617.0 |
 PL0502| CH1156 FULFORD RM 2                                       27944     |
 PL0502|---------------------------------------------------------------------|
 PL0502
 PL0502                          SUPERSEDED SURVEY CONTROL
 PL0502
 PL0502  NAD 83(1986)-  44 45 07.16214(N)    085 18 35.72330(W) AD(       ) 1
 PL0502  NAD 27      -  44 45 07.14782(N)    085 18 35.50414(W) AD(       ) 1
 PL0502  NGVD 29 (07/19/86)  318.     (m)         1043.     (f) VERT ANG       
 PL0502
 PL0502.Superseded values are not recommended for survey control.
 PL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0502.See file dsdata.txt to determine how the superseded data were derived.
 PL0502
 PL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3377856789(NAD 83)
 PL0502
 PL0502  HISTORY     - Date     Condition        Report By
 PL0502  HISTORY     - 1931     MONUMENTED       CGS
 PL0502  HISTORY     - 1932     SEE DESCRIPTION  CGS
 PL0502  HISTORY     - 1955     SEE DESCRIPTION  CGS
 PL0502  HISTORY     - 1980     GOOD             NGS
 PL0502  HISTORY     - 1980     GOOD             MIDH
 PL0502  HISTORY     - 19970924 GOOD             USPSQD
 PL0502  HISTORY     - 20010806 GOOD             NGS
 PL0502
 PL0502                          STATION DESCRIPTION
 PL0502
 PL0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PL0502'ABOUT 15 MILES EAST
 PL0502'OF TRAVERSE CITY
 PL0502'AND 5 MILES EAST BY SOUTH OF WILLIAMSBURG, IN SEC. 8, T. 27 N., R.
 PL0502'8 W., ON LAND OF DOWLING ESTATE,
 PL0502'NOW OWNED AND FARMED BY M. L. FULFORD.  TO
 PL0502'REACH FROM TRAVERSE CITY, GO EAST 7.3 MILES ON U.S.
 PL0502'ROUTE 31 TO ACME, TURN EAST ON
 PL0502'COUTY ROUTE 612 AND FOLLOW 9.0 MILES TO SMALL SCHOOL AND WHITE HOUSE
 PL0502'ON LEFT SIDE OF ROAD, 4.4
 PL0502'MILES EAST OF WILLIAMSBURG.  TURN SOUTH ON GRAVEL ROAD AND FOLLOW
 PL0502'1.9 MILES TO FULFORDS HOUSE ON
 PL0502'EAST SIDE OF ROAD.  FOLLOW THIS LANE EAST TO FOOT OF
 PL0502'HILLSIDE PASTURE, THENCE UP HILL, ACROSS PASTURE,
 PL0502'SOUTHEAST 0.3 MILE TO STATION, ON
 PL0502'HIGHEST HILL IN VICINITY, IN SMALL UNWORKED ORCHARD APPROXIMATELY
 PL0502'1/2 MILE EAST OF MR. FULFORDS
 PL0502'HOUSE AND APPROXIMATELY 3/4 MILE SOUTHEAST OF LAKE KNOWN LOCALLY AS
 PL0502'DOWLING LAKE (ALSO AS CRESCENT
 PL0502'LAKE).  EAST SIDE OF HILL IS TIMBERED.  SURFACE AND
 PL0502'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 PL0502'IN CONCRETE, NOTES 1A AND 7A.
 PL0502'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0502'NO. 1 IS ON TOP OF THE SAME
 PL0502'HILL AS STATION, AND 24.76 METERS (81.2 FEET) FROM STATION IN AZIMUTH
 PL0502'14 DEG. 39 MIN.  NO.2 IS ON WEST
 PL0502'SIDE OF ROAD, BY GATE, 8 METERS (26 FEET) WEST OF CENTERLINE
 PL0502'OF ROAD, APPROXIMATELY 100 METERS (328 FEET)
 PL0502'SOUTHWEST OF FULFORDS HOUSE, APPROXIMATELY
 PL0502'100 METERS (328 FEET) SOUTH END OF LAKE, AND APPROXIMATELY 1/2
 PL0502'MILE FROM STAION
 PL0502'IN AZIMUTH 99 DEG. 44 MIN. 01 SEC.
 PL0502
 PL0502                          STATION RECOVERY (1955)
 PL0502
 PL0502'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 PL0502'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS
 PL0502'ADEQUATE WITH THE
 PL0502'FOLLOWING CORRECTION- THE FULFORD HOUSE HAS BEEN DEMOLISHED, ONLY
 PL0502'THE FOUNDATION REMAINS.
 PL0502
 PL0502                          STATION RECOVERY (1980)
 PL0502
 PL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0502'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD
 PL0502'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS NOTED TO BE
 PL0502'LONGER BY 0.193 METER.  NO DIRECTIONS WERE OBSERVED THIS DATE
 PL0502'AS REFERENCE MARK 2 IS NOT VISIBLE FROM THE GROUND AT THE STATION.
 PL0502'THE STATION IS LOCATED ABOUT 10 KM (6-3/4 MI) WEST-NORTHWEST OF
 PL0502'KALKASKA, 8.0 KM (5.0 MI) SOUTH-SOUTHEAST OF WILLIAMSBURG,
 PL0502'AND IN THE NE1/4,S8,T27N,R8W OF KALKASKA TOWNSHIP.
 PL0502'PERMISSION WAS OBTAINED FROM MR. ROBERT SLATER, DEPARTMENT
 PL0502'OF NATURAL RESOURCES, KALKASKA, MI 49646.
 PL0502'
 PL0502'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 131 AND
 PL0502'STATE HIGHWAYS 66 AND 72 IN THE NORTH PART OF KALKASKA,
 PL0502'GO WEST ON STATE HIGHWAY 72 FOR 12.9 KM (8.0 MI) TO A
 PL0502'RAILROAD CROSSING.  CONTINUE WEST FOR 0.5 KM (0.3 MI)
 PL0502'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A DIRT ROAD
 PL0502'FOR 2.4 KM (1.5 MI) TO A BRICK TELEPHONE BUILDING ON LEFT.
 PL0502'CONTINUE SOUTH FOR 0.8 KM (0.5 MI) TO A WOODS ROAD ON LEFT AND
 PL0502'REFERENCE MARK 2 ON RIGHT.  TURN LEFT, EAST ON THE WOODS ROAD
 PL0502'FOR 0.2 KM (0.15 MI) TO A DIM ROAD LEADING OFF TO THE RIGHT.
 PL0502'CONTINUE EAST, THEN SOUTH FOR 0.6 KM (0.4 MI) TO TOP OF RIDGE
 PL0502'AND STATION ON RIGHT.
 PL0502'
 PL0502'THE STATION IS A STANDARD CGS DISK
 PL0502'STAMPED---FULFORD 1931---,
 PL0502'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0502'RECESSED 10 CM BELOW THE GROUND.  IT IS LOCATED
 PL0502'20.91 METERS (26.0 FT) SOUTH-SOUTHWEST FROM THE CENTER OF TRACK
 PL0502'ROAD AND
 PL0502'2.20 METERS (7.2 FT) WEST FROM FOUR SMALL MAPLE TREE.
 PL0502'
 PL0502'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0502'STAMPED---FULFORD N0 1 1931---,
 PL0502'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0502'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0502'1.82 METERS (6.0 FT) NORTHWEST FROM THE EDGE OF A GROWN OVER
 PL0502'GRAVEL PIT AND
 PL0502'1.82 METERS (6.0 FT) EAST FROM A ROW OF PINE TREES.
 PL0502'MARK IS ABOVE STATION 0.3 METER.
 PL0502'
 PL0502'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0502'STAMPED---FULFORD N0 2 1931---,
 PL0502'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0502'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0502'30.50 METER (100.9 FT) SOUTH FROM A TELEPHONE BOX AND
 PL0502'8.20 METER (26.9 FT) WEST FROM THE CENTER OF ROAD.
 PL0502'
 PL0502'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE TREE ON LINE
 PL0502'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 14.2 METERS.
 PL0502'LIGHT WAS SHOWN FROM THE T0P OF A G-MAST.
 PL0502'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PL0502'AN AZIMUTH MARK.
 PL0502
 PL0502                          STATION RECOVERY (1980)
 PL0502
 PL0502'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0502'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0502'CONDITION.
 PL0502
 PL0502                          STATION RECOVERY (1997)
 PL0502
 PL0502'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0502'RECOVERED IN GOOD CONDITION.
 PL0502
 PL0502                          STATION RECOVERY (2001)
 PL0502
 PL0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0502'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0999 ***********************************************************************
 RL0999  DESIGNATION -  FULLER
 RL0999  PID         -  RL0999
 RL0999  STATE/COUNTY-  MI/GOGEBIC
 RL0999  USGS QUAD   -  PHELPS (1981)
 RL0999
 RL0999                         *CURRENT SURVEY CONTROL
 RL0999  ___________________________________________________________________
 RL0999* NAD 83(1994)-  46 17 05.65003(N)    089 07 03.76556(W)     ADJUSTED  
 RL0999* NAVD 88     -       547.923  (meters)    1797.64   (feet)  ADJUSTED  
 RL0999  ___________________________________________________________________
 RL0999  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 RL0999  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL0999  DYNAMIC HT  -         547.928 (meters)    1797.66  (feet)  COMP
 RL0999  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 RL0999
 RL0999  HORZ ORDER  -  FIRST
 RL0999  VERT ORDER  -  SECOND    CLASS 0
 RL0999
 RL0999.The horizontal coordinates were established by classical geodetic methods
 RL0999.and adjusted by the National Geodetic Survey in February 1997..
 RL0999
 RL0999.The orthometric height was determined by differential leveling
 RL0999.and adjusted by the National Geodetic Survey in June 1991..
 RL0999
 RL0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0999
 RL0999.The geoid height was determined by GEOID03.
 RL0999
 RL0999.The dynamic height is computed by dividing the NAVD 88
 RL0999.geopotential number by the normal gravity value computed on the
 RL0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0999.degrees latitude (g = 980.6199 gals.).
 RL0999
 RL0999.The modeled gravity was interpolated from observed gravity values.
 RL0999
 RL0999;                    North         East     Units Scale Factor Converg.
 RL0999;SPC MI N     -   169,070.089 7,836,834.255   MT  0.99990283   -1 31 50.4
 RL0999;SPC MI N     -   554,691.89 25,711,398.47   iFT  0.99990283   -1 31 50.4
 RL0999;UTM  16      - 5,127,882.482   336,865.884   MT  0.99992715   -1 31 51.6
 RL0999
 RL0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0999!SPC MI N     -   0.99991904  x   0.99990283  =   0.99982188
 RL0999!UTM  16      -   0.99991904  x   0.99992715  =   0.99984620
 RL0999
 RL0999:                Primary Azimuth Mark                     Grid Az
 RL0999:SPC MI N     -  MALLARD LAKE LOT USGS                    084 03 14.7
 RL0999:UTM  16      -  MALLARD LAKE LOT USGS                    084 03 15.9
 RL0999
 RL0999|---------------------------------------------------------------------|
 RL0999| PID    Reference Object                     Distance      Geod. Az  |
 RL0999|                                                           dddmmss.s |
 RL0999| RL1581 MALLARD LAKE LOT USGS               APPROX.10.6 KM 0823124.3 |
 RL0999| RL1605 IMP LAKE LOOKOUT TOWER USGS         APPROX. 8.8 KM 1563825.5 |
 RL0999| RL1001 FULLER RM 2                          19.105 METERS 24842     |
 RL0999| RL1614 WATERSMEET LOOKOUT TOWER            APPROX.13.6 KM 2635057.7 |
 RL0999| RL1000 FULLER RM 1                          19.898 METERS 32343     |
 RL0999| RL1002 FULLER AZ MK                                       3494454.8 |
 RL0999|---------------------------------------------------------------------|
 RL0999
 RL0999                          SUPERSEDED SURVEY CONTROL
 RL0999
 RL0999  NAD 83(1994)-  46 17 05.64710(N)    089 07 03.76289(W) AD(       ) 1
 RL0999  NAD 83(1986)-  46 17 05.64667(N)    089 07 03.76084(W) AD(       ) 1
 RL0999  NAD 27      -  46 17 05.83100(N)    089 07 03.25900(W) AD(       ) 1
 RL0999  NGVD 29 (??/??/92)  547.989  (m)         1797.86   (f) ADJ UNCH    2 0
 RL0999
 RL0999.Superseded values are not recommended for survey control.
 RL0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0999.See file dsdata.txt to determine how the superseded data were derived.
 RL0999
 RL0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3686627882(NAD 83)
 RL0999_MARKER: DS = TRIANGULATION STATION DISK
 RL0999_SETTING: 66 = SET IN ROCK OUTCROP
 RL0999_SP_SET: ROCK OUTCROP
 RL0999_STAMPING: FULLER 1940
 RL0999_MARK LOGO: CGS   
 RL0999_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0999_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0999+STABILITY: POSITION/ELEVATION WELL
 RL0999
 RL0999  HISTORY     - Date     Condition        Report By
 RL0999  HISTORY     - 1940     MONUMENTED       CGS
 RL0999  HISTORY     - 1948     GOOD             NGS
 RL0999  HISTORY     - 19950526 GOOD             GLORI
 RL0999
 RL0999                          STATION DESCRIPTION
 RL0999
 RL0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL0999'LOCATED 3 MILES EAST OF WATERSMEET, 10 MILES NORTHEAST OF
 RL0999'LAND O LAKES, 7 MILES SOUTHEAST OF PAULDING, IN THE NORTHEAST
 RL0999'QUARTER OF SEC. 24, T. 45 N., R. 39 W., ON LAND BELIEVED TO BE OWNED
 RL0999'BY THE U.S. FOREST SERVICE.
 RL0999'
 RL0999'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS
 RL0999'
 RL0999'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 2 AND 45 IN
 RL0999'WATERSMEET, GO EAST ON U.S. HIGHWAY 2 FOR 3 MILES, (AZIMUTH
 RL0999'MARK IS 155 FEET NORTH OF CENTER LINE OF RAILROAD TRACKS, IN
 RL0999'Y-INTERSECTION OF DIRT ROADS, WHICH ENTER HIGHWAY AT THIS POINT),
 RL0999'CONTINUE EAST ON HIGHWAY FOR 0.55 MILE AND TURN SHARP RIGHT,
 RL0999'SOUTH, ON DIM TRACK ROAD AT WEST SIDE OF SHACK WHICH STANDS IN
 RL0999'NORTHWEST CORNER OF SETTLEMENT KNOWN AS FULLERS SPUR, THIS
 RL0999'ROAD IS VERY DIM AND BRUSHY BUT CAN BE FOLLOWED FOR 0.9 MILE
 RL0999'TO TRIANGULAR BLAZE ON 6-INCH ELM TREE ON RIGHT SIDE OF TRAIL
 RL0999'AT NORTH EDGE OF SMALL VALLEY.  THIS IS THE END OF TRUCK
 RL0999'TRAVEL.  GO SOUTH UP THIS SMALL VALLEY FOR ABOUT 130 FEET AND
 RL0999'TURN LEFT FOLLOWING BLAZED TRAIL UP HILL FOR ABOUT 325 FEET
 RL0999'TO TOP OF HILL AND STATION.
 RL0999'
 RL0999'STATION MARK IS ON HIGHEST POINT OF THICKLY WOODED HILL SET IN
 RL0999'TOP OF OUTCROPPING BOULDER WHICH IS ABOUT 14 INCHES IN
 RL0999'DIAMETER AND PROJECTS 8 INCHES, IS STAMPED FULLER 1940.
 RL0999'
 RL0999'REFERENCE MARK NO. 1 IS STANDARD REFERENCE DISK SET IN CONCRETE
 RL0999'IN TOP OF 5-INCH IRON PIPE WHICH IS EMBEDDED IN THE GROUND, ON
 RL0999'SLOPE OF HILL ABOUT 6 FEET LOWER THAN STATION, STAMPED FULLER
 RL0999'NO. 1 1940, PROJECTS 18 INCHES.
 RL0999'
 RL0999'REFERENCE MARK NO. 2 IS STANDARD REFERENCE DISK SET IN CONCRETE
 RL0999'IN TOP OF 5-INCH IRON PIPE WHICH IS EMBEDDED IN THE GROUND,
 RL0999'ON SLOPE OF HILL ABOUT 18 INCHES LOWER THAN STATION, STAMPED
 RL0999'FULLER NO. 2 1940, PROJECTS 18 INCHES.
 RL0999'
 RL0999'AZIMUTH MARK IS ABOUT 0.9 MILE NORTH OF STATION, 155 FEET
 RL0999'NORTH OF CENTER LINE OF RAILROAD TRACKS WHICH ARE JUST NORTH
 RL0999'OF U.S. HIGHWAY 2, 49 FEET NORTH OF Y-INTERSECTION OF DIRT
 RL0999'ROADS, STAMPED FULLER 1940, PROJECTS 6 INCHES.
 RL0999'
 RL0999'AZIMUTH MARK NOT VISIBLE FROM THE GROUND.  A 50-FOOT TOWER
 RL0999'NEEDED TO SEE AZIMUTH MARK.
 RL0999'
 RL0999'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 RL0999
 RL0999                          STATION RECOVERY (1948)
 RL0999
 RL0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0999'4.9 MI E FROM WATERSMEET.
 RL0999'ABOUT 4.0 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE HIGH
 RL0999'SCHOOL AT WATERSMEET, THENCE ABOUT 0.9 MILE ALONG A WINDING
 RL0999'TRAIL (DIRECTIONS BELOW).  FROM A POINT ON OLD HIGHWAY 2 ABOUT
 RL0999'0.1 MILE WEST OF THE FULLER SPUR STORE TURN SOUTH OF A DIM
 RL0999'TRAIL AND FOLLOW TRAIL SOUTH AND SOUTHWEST TO A FORK IN TRAIL,
 RL0999'TAKE NORTHWEST FORK AND FOLLOW TO ANOTHER FORK IN TRAIL, TAKE
 RL0999'NORTH FORK AND GO ABOUT 0.1 MILE TO THE END OF THE TRAIL, THENCE
 RL0999'GO WEST TO THE TOP OF A WOODEN HILL, AT THE HIGHEST PART OF
 RL0999'HILL, SET IN THE HIGHEST POINT OF A 14 BY 12-FOOT ROCK OUTCROP,
 RL0999'66.2 FEET SOUTH-SOUTHEAST OF R.M. 1, 63 FEET EAST-NORTHEAST
 RL0999'OF R.M. 2, 8 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH ELM
 RL0999'TREE, AND ABOUT 6 INCHES ABOVE GROUND.
 RL0999
 RL0999                          STATION RECOVERY (1995)
 RL0999
 RL0999'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1995 (RLD)
 RL0999'TO REACH STATION FROM THE INTERSECTION OF US 45 AND OLD US 2 ON THE
 RL0999'NORTH END OF WATERSMEET, PROCEED EASTERLY ON OLD US 2 FOR 4.0 MILES
 RL0999'(6.4 KM) TO A T INTERSECTION WITH THE MARION LAKE ROAD.  TURN RIGHT
 RL0999'AND PROCEED SOUTHERLY FOR 0.95 MILES (1.53 KM) TO A POINT INDICATED BY
 RL0999'GPS TO LAY 0.42 MILES (0.68 KM) EAST OF THE STATION.  BY FOOT PROCEED
 RL0999'WEST FOR 0.42 MILES (0.68 KM) TO THE STATION ON TOP OF A RIDGE.
 RL0999'SEVERAL LOGGING ROADS ENTER THIS AREA FROM OLD US 2, ACCESSING THE
 RL0999'SITE FROM THE SOUTH SIDE OF THE STATION.  ALL ROADS ARE GATED OR
 RL0999'BERMED BY THE US FOREST SERVICE TO PROTECT THE UN-GRAVELED ROADS.  THE
 RL0999'AZIMUTH MARK WAS RECOVERED GOOD CONDITION AS DESCRIBED NORTH OF THE RR
 RL0999'GRADE OFF THE BUCK LAKE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1002 ***********************************************************************
 RL1002  DESIGNATION -  FULLER AZ MK
 RL1002  PID         -  RL1002
 RL1002  STATE/COUNTY-  MI/GOGEBIC
 RL1002  USGS QUAD   -  PHELPS (1981)
 RL1002
 RL1002                         *CURRENT SURVEY CONTROL
 RL1002  ___________________________________________________________________
 RL1002* NAD 83(1986)-  46 17 36.     (N)    089 07 13.     (W)     SCALED    
 RL1002* NAVD 88     -       482.887  (meters)    1584.27   (feet)  ADJUSTED  
 RL1002  ___________________________________________________________________
 RL1002  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL1002  DYNAMIC HT  -         482.892 (meters)    1584.29  (feet)  COMP
 RL1002  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RL1002
 RL1002  VERT ORDER  -  SECOND    CLASS 0
 RL1002
 RL1002.The horizontal coordinates were scaled from a topographic map and have
 RL1002.an estimated accuracy of +/- 6 seconds.
 RL1002
 RL1002.The orthometric height was determined by differential leveling
 RL1002.and adjusted by the National Geodetic Survey in June 1991..
 RL1002
 RL1002.The geoid height was determined by GEOID03.
 RL1002
 RL1002.The dynamic height is computed by dividing the NAVD 88
 RL1002.geopotential number by the normal gravity value computed on the
 RL1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1002.degrees latitude (g = 980.6199 gals.).
 RL1002
 RL1002.The modeled gravity was interpolated from observed gravity values.
 RL1002
 RL1002;                    North         East    Units  Estimated Accuracy
 RL1002;SPC MI N     -   170,010.    7,836,660.      MT  (+/- 180 meters Scaled)
 RL1002
 RL1002                          SUPERSEDED SURVEY CONTROL
 RL1002
 RL1002  NGVD 29 (??/??/92)  482.901  (m)         1584.32   (f) ADJ UNCH    2 0
 RL1002
 RL1002.Superseded values are not recommended for survey control.
 RL1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1002.See file dsdata.txt to determine how the superseded data were derived.
 RL1002
 RL1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS366288(NAD 83)
 RL1002_MARKER: DZ = AZIMUTH MARK DISK
 RL1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1002_STAMPING: FULLER 1940
 RL1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1002+STABILITY: SURFACE MOTION
 RL1002
 RL1002  HISTORY     - Date     Condition        Report By
 RL1002  HISTORY     - 1940     MONUMENTED       CGS
 RL1002  HISTORY     - 1948     GOOD             NGS
 RL1002
 RL1002                          STATION DESCRIPTION
 RL1002
 RL1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1002'3.4 MI E FROM WATERSMEET.
 RL1002'ABOUT 3.45 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL1002'FROM THE STATION AT WATERSMEET, ABOUT MIDWAY BETWEEN MILE POLES
 RL1002'99 AND 100, AT A PUBLIC NORTH-SOUTH GRAVEL ROAD CROSSING, 153
 RL1002'FEET NORTHWEST OF THE NORTHWEST RAIL, 24 FEET NORTH-NORTHEAST
 RL1002'OF THE CENTER LINE OF THE GRAVEL ROAD AT THE OUTSIDE OF A SHORT
 RL1002'CURVE SOUTH AND NORTHWEST, 17 FEET WEST-SOUTHWEST OF THE CENTER
 RL1002'LINE OF A TRAIL LEADING NORTH-NORTHWEST TO A SHACK, 240 FEET
 RL1002'NORTHWEST AND ACROSS THE TRACK FROM THE CENTER LINE OF OLD
 RL1002'U.S. HIGHWAY 2 PARALLELING THE TRACK, 1 FOOT WEST OF A WHITE
 RL1002'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 RL1002'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1000 ***********************************************************************
 RL1000  DESIGNATION -  FULLER RM 1
 RL1000  PID         -  RL1000
 RL1000  STATE/COUNTY-  MI/GOGEBIC
 RL1000  USGS QUAD   -  PHELPS (1981)
 RL1000
 RL1000                         *CURRENT SURVEY CONTROL
 RL1000  ___________________________________________________________________
 RL1000* NAD 83(1986)-  46 17 05.     (N)    089 07 04.     (W)     SCALED    
 RL1000* NAVD 88     -       544.460  (meters)    1786.28   (feet)  ADJUSTED  
 RL1000  ___________________________________________________________________
 RL1000  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL1000  DYNAMIC HT  -         544.465 (meters)    1786.30  (feet)  COMP
 RL1000  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 RL1000
 RL1000  VERT ORDER  -  SECOND    CLASS 0
 RL1000
 RL1000.The horizontal coordinates were scaled from a topographic map and have
 RL1000.an estimated accuracy of +/- 6 seconds.
 RL1000
 RL1000.The orthometric height was determined by differential leveling
 RL1000.and adjusted by the National Geodetic Survey in June 1991..
 RL1000
 RL1000.The geoid height was determined by GEOID03.
 RL1000
 RL1000.The dynamic height is computed by dividing the NAVD 88
 RL1000.geopotential number by the normal gravity value computed on the
 RL1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1000.degrees latitude (g = 980.6199 gals.).
 RL1000
 RL1000.The modeled gravity was interpolated from observed gravity values.
 RL1000
 RL1000;                    North         East    Units  Estimated Accuracy
 RL1000;SPC MI N     -   169,050.    7,836,830.      MT  (+/- 180 meters Scaled)
 RL1000
 RL1000                          SUPERSEDED SURVEY CONTROL
 RL1000
 RL1000  NGVD 29 (??/??/92)  544.475  (m)         1786.33   (f) ADJ UNCH    2 0
 RL1000
 RL1000.Superseded values are not recommended for survey control.
 RL1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1000.See file dsdata.txt to determine how the superseded data were derived.
 RL1000
 RL1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS368278(NAD 83)
 RL1000_MARKER: DR = REFERENCE MARK DISK
 RL1000_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1000_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RL1000_STAMPING: FULLER NO 1 1940
 RL1000_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1000
 RL1000  HISTORY     - Date     Condition        Report By
 RL1000  HISTORY     - 1940     MONUMENTED       CGS
 RL1000  HISTORY     - 1948     GOOD             NGS
 RL1000
 RL1000                          STATION DESCRIPTION
 RL1000
 RL1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1000'4.9 MI E FROM WATERSMEET.
 RL1000'ABOUT 4.0 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE HIGH
 RL1000'SCHOOL AT WATERSMEET, THENCE ABOUT 0.9 MILE ALONG A WINDING
 RL1000'TRAIL (DIRECTIONS BELOW).  FROM A POINT ON U.S. HIGHWAY 2 ABOUT
 RL1000'0.1 MILE WEST OF FULLER SPUR STORE GO SOUTH ALONG A DIM TRAIL
 RL1000'AND FOLLOW SOUTH AND SOUTHWEST TO A FORK IN TRAIL, TAKE NORTHWEST
 RL1000'FORK TO ANOTHER FORK IN TRAIL, TAKE NORTH FORK AND GO ABOUT
 RL1000'0.1 MILE TO THE END OF TRAIL, THENCE GO WEST TO THE TOP OF A
 RL1000'WOODED HILL, 66.2 FEET NORTH-NORTHWEST OF THE STATION, 78 FEET
 RL1000'NORTH OF R.M. 2, 6 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 RL1000'16-INCH ASPEN TREE, ABOUT 6 FEET BELOW THE HILLTOP AND SET IN
 RL1000'THE TOP OF A CONCRETE POST PROJECTING ABOUT 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1001 ***********************************************************************
 RL1001  DESIGNATION -  FULLER RM 2
 RL1001  PID         -  RL1001
 RL1001  STATE/COUNTY-  MI/GOGEBIC
 RL1001  USGS QUAD   -  PHELPS (1981)
 RL1001
 RL1001                         *CURRENT SURVEY CONTROL
 RL1001  ___________________________________________________________________
 RL1001* NAD 83(1986)-  46 17 05.     (N)    089 07 04.     (W)     SCALED    
 RL1001* NAVD 88     -       546.708  (meters)    1793.66   (feet)  ADJUSTED  
 RL1001  ___________________________________________________________________
 RL1001  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL1001  DYNAMIC HT  -         546.713 (meters)    1793.67  (feet)  COMP
 RL1001  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 RL1001
 RL1001  VERT ORDER  -  SECOND    CLASS 0
 RL1001
 RL1001.The horizontal coordinates were scaled from a topographic map and have
 RL1001.an estimated accuracy of +/- 6 seconds.
 RL1001
 RL1001.The orthometric height was determined by differential leveling
 RL1001.and adjusted by the National Geodetic Survey in June 1991..
 RL1001
 RL1001.The geoid height was determined by GEOID03.
 RL1001
 RL1001.The dynamic height is computed by dividing the NAVD 88
 RL1001.geopotential number by the normal gravity value computed on the
 RL1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1001.degrees latitude (g = 980.6199 gals.).
 RL1001
 RL1001.The modeled gravity was interpolated from observed gravity values.
 RL1001
 RL1001;                    North         East    Units  Estimated Accuracy
 RL1001;SPC MI N     -   169,050.    7,836,830.      MT  (+/- 180 meters Scaled)
 RL1001
 RL1001                          SUPERSEDED SURVEY CONTROL
 RL1001
 RL1001  NGVD 29 (??/??/92)  546.724  (m)         1793.71   (f) ADJ UNCH    2 0
 RL1001
 RL1001.Superseded values are not recommended for survey control.
 RL1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1001.See file dsdata.txt to determine how the superseded data were derived.
 RL1001
 RL1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS368278(NAD 83)
 RL1001_MARKER: DR = REFERENCE MARK DISK
 RL1001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 RL1001_SP_SET: METAL PIPE DRIVEN INTO GROUND
 RL1001_STAMPING: FULLER NO 2 1940
 RL1001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1001
 RL1001  HISTORY     - Date     Condition        Report By
 RL1001  HISTORY     - 1940     MONUMENTED       CGS
 RL1001  HISTORY     - 1948     GOOD             NGS
 RL1001
 RL1001                          STATION DESCRIPTION
 RL1001
 RL1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1001'4.9 MI E FROM WATERSMEET.
 RL1001'ABOUT 4.0 MILES EAST ALONG OLD U.S. HIGHWAY 2 FROM THE HIGH
 RL1001'SCHOOL AT WATERSMEET, THENCE ABOUT 0.9 MILE ALONG A WINDING
 RL1001'TRAIL (DIRECTIONS FOLLOW).  FROM A POINT ABOUT 0.1 MILE WEST
 RL1001'OF FULLER SPUR STORE ON U.S. HIGHWAY 2 TURN SOUTH ON A DIM
 RL1001'TRAIL AND FOLLOW TRAIL SOUTH AND SOUTHWEST TO A FORK IN TRAIL,
 RL1001'TAKE NORTHWEST FORK AND FOLLOW TO ANOTHER FORK, TAKE NORTH
 RL1001'FORK AND FOLLOW FOR ABOUT 0.1 MILE TO END OF TRAIL, THENCE
 RL1001'GO WEST TO THE TOP OF A WOODED HILL, 78 FEET SOUTH OF R.M. NO.
 RL1001'1, 63 FEET WEST-SOUTHWEST OF THE STATION MARK, ABOUT 2 FEET
 RL1001'BELOW THE HIGH POINT OF HILL AND SET IN THE TOP OF A CONCRETE
 RL1001'FILLED PIPE PROJECTING 18 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0176 ***********************************************************************
 SG0176  DESIGNATION -  FULTON MIGS 1934
 SG0176  PID         -  SG0176
 SG0176  STATE/COUNTY-  MI/KEWEENAW
 SG0176  USGS QUAD   -  MOHAWK (1975)
 SG0176
 SG0176                         *CURRENT SURVEY CONTROL
 SG0176  ___________________________________________________________________
 SG0176* NAD 83(1994)-  47 18 01.78444(N)    088 21 46.77041(W)     ADJUSTED  
 SG0176* NAVD 88     -       306.     (meters)    1004.     (feet)  SCALED    
 SG0176  ___________________________________________________________________
 SG0176  LAPLACE CORR-         -13.95  (seconds)                    DEFLEC99
 SG0176  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 SG0176
 SG0176  HORZ ORDER  -  THIRD
 SG0176
 SG0176.The horizontal coordinates were established by classical geodetic methods
 SG0176.and adjusted by the National Geodetic Survey in February 1997..
 SG0176
 SG0176.The orthometric height was scaled from a topographic map.
 SG0176
 SG0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0176
 SG0176.The geoid height was determined by GEOID03.
 SG0176
 SG0176;                    North         East     Units Scale Factor Converg.
 SG0176;SPC MI N     -   280,671.849 7,896,917.799   MT  1.00006030   -0 59 06.6
 SG0176;SPC MI N     -   920,839.40 25,908,522.96   iFT  1.00006030   -0 59 06.6
 SG0176;UTM  16      - 5,239,458.773   396,960.935   MT  0.99973048   -1 00 06.4
 SG0176
 SG0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0176!SPC MI N     -   0.99995745  x   1.00006030  =   1.00001774
 SG0176!UTM  16      -   0.99995745  x   0.99973048  =   0.99968794
 SG0176
 SG0176|---------------------------------------------------------------------|
 SG0176| PID    Reference Object                     Distance      Geod. Az  |
 SG0176|                                                           dddmmss.s |
 SG0176| SG0177 SECTION COR GLO MIGS 1934            14.045 METERS 02221     |
 SG0176| SG0183 CALUMET FIRE TOWER MIGS 1934        APPROX. 6.6 KM 2125348.5 |
 SG0176| SG0180 RED JACKET FLAGPOLE MIGS            APPROX. 9.1 KM 2342750.1 |
 SG0176|---------------------------------------------------------------------|
 SG0176
 SG0176                          SUPERSEDED SURVEY CONTROL
 SG0176
 SG0176  NAD 83(1986)-  47 18 01.77865(N)    088 21 46.74222(W) AD(       ) 3
 SG0176  NAD 27      -  47 18 02.05000(N)    088 21 46.33000(W) AD(       ) 3
 SG0176
 SG0176.Superseded values are not recommended for survey control.
 SG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0176.See file dsdata.txt to determine how the superseded data were derived.
 SG0176
 SG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9696139459(NAD 83)
 SG0176_MARKER: DD = SURVEY DISK
 SG0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0176_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0176+STABILITY: SURFACE MOTION
 SG0176
 SG0176  HISTORY     - Date     Condition        Report By
 SG0176  HISTORY     - 1934     MONUMENTED       MIGS
 SG0176
 SG0176                          STATION DESCRIPTION
 SG0176
 SG0176'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0176'IN FULTON LOCATION, IN SEC. 33, T. 57 N., R. 32 W., 185 FEET
 SG0176'FROM THE EAST RAILROAD RAIL AND 3.3 FEET FROM A FENCE LINE.
 SG0176'
 SG0176'TO REACH FROM CALUMET, DRIVE ON THE MAIN HIGHWAY TOWARD COPPER
 SG0176'HARBOR TO MOHAWK LOCATION, TURN EAST ON THE ROAD TO GAY AND
 SG0176'DRIVE 0.2 MILE TO THE STATION WHICH IS JUST ACROSS THE
 SG0176'RAILROAD ON THE SOUTH SIDE OF THE ROAD JUST OUTSIDE THE
 SG0176'FENCE LINE.
 SG0176'
 SG0176'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0176'DISK SET IN CONCRETE.
 SG0176'
 SG0176'THE SECTION CORNER COMMON TO SECTIONS 27, 28, 33 AND 34, T.
 SG0176'57 N., R. 32 W., WHICH IS VERY SUBSTANTIALLY MARKED, SERVES
 SG0176'AS A GOOD REFERENCE MARK.
 SG0176'
 SG0176'THE CENTER OF THE CAB OF CALUMET FIRE LOOKOUT TOWER MAY BE
 SG0176'USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1118 ***********************************************************************
 RJ1118  DESIGNATION -  FURLONG
 RJ1118  PID         -  RJ1118
 RJ1118  STATE/COUNTY-  MI/CHIPPEWA
 RJ1118  USGS QUAD   -  OZARK (1975)
 RJ1118
 RJ1118                         *CURRENT SURVEY CONTROL
 RJ1118  ___________________________________________________________________
 RJ1118* NAD 83(1994)-  46 11 11.00238(N)    084 56 56.93537(W)     ADJUSTED  
 RJ1118* NAVD 88     -       320.     (meters)    1050.     (feet)  VERTCON   
 RJ1118  ___________________________________________________________________
 RJ1118  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 RJ1118  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RJ1118
 RJ1118  HORZ ORDER  -  FIRST
 RJ1118
 RJ1118.The horizontal coordinates were established by classical geodetic methods
 RJ1118.and adjusted by the National Geodetic Survey in February 1997..
 RJ1118
 RJ1118.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1118
 RJ1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1118
 RJ1118.The geoid height was determined by GEOID03.
 RJ1118
 RJ1118;                    North         East     Units Scale Factor Converg.
 RJ1118;SPC MI N     -   157,989.031 8,158,298.616   MT  0.99990432   +1 28 56.4
 RJ1118;SPC MI N     -   518,336.72 26,766,071.57   iFT  0.99990432   +1 28 56.4
 RJ1118;UTM  16      - 5,116,801.344   658,266.739   MT  0.99990792   +1 28 48.7
 RJ1118
 RJ1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1118!SPC MI N     -   0.99995536  x   0.99990432  =   0.99985969
 RJ1118!UTM  16      -   0.99995536  x   0.99990792  =   0.99986329
 RJ1118
 RJ1118|---------------------------------------------------------------------|
 RJ1118| PID    Reference Object                     Distance      Geod. Az  |
 RJ1118|                                                           dddmmss.s |
 RJ1118| CH1158 FURLONG REF CROSS                     1.218 METERS 06349     |
 RJ1118| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.13.2 KM 1043038.9 |
 RJ1118| RJ1119 FURLONG RM 3                          7.279 METERS 10527     |
 RJ1118| RJ1179 REXTON MICROWAVE RELAY MAST         APPROX.21.0 KM 2622542.5 |
 RJ1118| CH1157 FURLONG AZ MK                                      2751110.2 |
 RJ1118| RJ1193 MCLEOD                              APPROX.25.6 KM 2871921.8 |
 RJ1118| CH1159 FURLONG RM 2                         19.812 METERS 32914     |
 RJ1118| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX.13.9 KM 3405821.4 |
 RJ1118|---------------------------------------------------------------------|
 RJ1118
 RJ1118                          SUPERSEDED SURVEY CONTROL
 RJ1118
 RJ1118  NAD 83(1986)-  46 11 10.99564(N)    084 56 56.93288(W) AD(       ) 1
 RJ1118  NAD 27      -  46 11 10.94997(N)    084 56 56.69247(W) AD(       ) 1
 RJ1118  NGVD 29 (07/19/86)  320.     (m)         1050.     (f) VERT ANG       
 RJ1118
 RJ1118.Superseded values are not recommended for survey control.
 RJ1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1118.See file dsdata.txt to determine how the superseded data were derived.
 RJ1118
 RJ1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5826716801(NAD 83)
 RJ1118_MARKER: Z = SEE DESCRIPTION
 RJ1118_SETTING: 0 = UNSPECIFIED SETTING
 RJ1118
 RJ1118  HISTORY     - Date     Condition        Report By
 RJ1118  HISTORY     - 1921     MONUMENTED       USLS
 RJ1118  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1118  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1118
 RJ1118                          STATION DESCRIPTION
 RJ1118
 RJ1118'DESCRIBED BY US LAKE SURVEY 1921
 RJ1118'ABOUT 4 MILES EAST OF TROUT LAKE, ON THE FURLONG FARM, IN NE 1/4 SEC.
 RJ1118'29, T. 44 N., R. 5 W., ON WEST END OF
 RJ1118'LIMESTONE HILL.  MARKED BY BRASS PLUG CEMENTED INTO SOLID
 RJ1118'ROCK.  CROSS ON LARGE LIMESTONE
 RJ1118'BOULDER IS 61 FEET 10-1/2 INCHES SOUTHEAST, AND
 RJ1118'CONCRETE MONUMENT MARKED WITH CROSS LINE ON ARROW
 RJ1118'IS 4 FEET NORTHEAST OF STATION.
 RJ1118'AZIMUTH FROM STATION TO SECTION CORNER, DISTANT 650.5 FEET, IS 242
 RJ1118'DEG 27 MIN.
 RJ1118
 RJ1118                          STATION RECOVERY (1949)
 RJ1118
 RJ1118'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1118'STATION FOUND IN GOOD CONDITION.  MARKED BY A 3/8-IN. BRASS ROD,
 RJ1118'SET IN BEDROCK AT
 RJ1118'THE JUNCTION OF TWO PERPENDICULAR LINES CUT IN ROCK TO FORM A T.
 RJ1118'
 RJ1118'STATION IS 13.3 FT. FROM THE NW LEG OF THE TROUT LAKE FIRE
 RJ1118'TOWER, 31.8 FT.
 RJ1118'FROM THE NE LEG, 35.3 FT. FROM THE SE LEG, AND
 RJ1118'20.8 FT. FROM THE SW LEG OF THE
 RJ1118'LOOKOUT TOWER.
 RJ1118'
 RJ1118'REFERENCE MONUMENT 1 IS ABOUT 240 FT. S OF M-48, ABOUT 15 IN.
 RJ1118'LOWER THAN THE
 RJ1118'STATION, ON THE SLOPE OF A HILL, MARKED BY A BRONZE
 RJ1118'DISK, SET IN A ROUNDED OUTCROP OF
 RJ1118'ROCK, BEARS N 31 DEG 58 MIN E, 65.0 FT. FROM THE STATION.
 RJ1118'
 RJ1118'REFERENCE MONUMENT 2 IS A CROSSLINE ON ARROWS INSCRIBED ON
 RJ1118'TOP OF AN
 RJ1118'IRREGULARLY-SHAPED CONCRETE PLUG, 3 FT. HIGH, SET IN
 RJ1118'BEDROCK WITH INSCRIPTION, 4
 RJ1118'FT. ON STATION SIDE OF CROSSLINE,
 RJ1118'BEARS N 62 DEG 57 MIN E, 4.0 FT. FROM THE
 RJ1118'STATION.
 RJ1118'
 RJ1118'TO REACH FROM THE JUNCTION OF M-48 AND M-123 AT TROUT LAKE,
 RJ1118'PROCEED E FOR 3.9
 RJ1118'MI. ALMOST TO THE TOP OF THE RISE.  WALK S FOR
 RJ1118'ABOUT 300 FT. TO THE TOP OF THE ROCK
 RJ1118'HILL TO THE VICINITY OF THE TROUT LAKE FIRE TOWER.
 RJ1118
 RJ1118                          STATION RECOVERY (1965)
 RJ1118
 RJ1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1118'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1
 RJ1118'AND 2 WERE
 RJ1118'RECOVERED, BUT THE DISTANCES WERE FOUND TO BE CROSSED.  A
 RJ1118'REFERENCE MARK NO. 3 AND AN
 RJ1118'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 RJ1118'A NEW DESCRIPTION FOLLOWS-
 RJ1118'
 RJ1118'THE STATION IS LOCATED ON A LIMESTONE RIDGE ALONG THE WEST SIDE OF
 RJ1118'THE TROUT LAKE
 RJ1118'LOOKOUT TOWER, ABOUT 4 MILES EAST OF THE VILLAGE OF
 RJ1118'TROUT LAKE, IN THE NORTHEAST 1/4
 RJ1118'OF SECTION 29, T. 44 N., R. 5 W., AND
 RJ1118'ON PROPERTY OWNED BY MR. JOHN KANZER.
 RJ1118'
 RJ1118'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO
 RJ1118'EASTERLY ON STATE
 RJ1118'HIGHWAY 123 FOR 0.85 MILE TO A SIDE ROAD LEFT.  TURN
 RJ1118'LEFT AND GO NORTHEAST THEN EAST ON A
 RJ1118'PAVED ROAD AS PER SIGN RUDYARD
 RJ1118'22 FOR 1.9 MILES TO A SIDE ROAD RIGHT.  CONTINUE EAST
 RJ1118'ON THE PAVED
 RJ1118'ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON
 RJ1118'THE PAVED ROAD FOR
 RJ1118'0.9 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 RJ1118'SOUTH ON A GRAVELED ROAD FOR 0.1 MILE
 RJ1118'TO A DIM TRACK ROAD ON THE RIGHT
 RJ1118'AT A POWER TRANSMISSION LINE.  TURN RIGHT AND GO WEST ON
 RJ1118'THE DIM TRACK ROAD,
 RJ1118'FOLLOWING THE POWER TRANSMISSION LINE FOR 0.1 MILE TO THE TROUT
 RJ1118'LAKE LOOKOUT TOWER ON
 RJ1118'THE RIGHT AND THE STATION.
 RJ1118'
 RJ1118'THE STATION MARK IS A CROSS IN THE TOP OF A BRASS PLUG, CEMENTED
 RJ1118'IN A DRILLED HOLE
 RJ1118'FLUSH WITH THE TOP OF A LARGE OUTCROP OF LIMESTONE.
 RJ1118'IT IS 20.8 FEET NORTHWEST OF THE
 RJ1118'SOUTHWEST LEG OF THE LOOKOUT TOWER,
 RJ1118'14.3 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG OF
 RJ1118'THE LOOKOUT TOWER,
 RJ1118'AND 4 FEET EAST-NORTHEAST OF A METAL WITNESS POST.
 RJ1118'
 RJ1118'REFERENCE MARK NO. 1 IS A CROSSLINE ON AN ARROW INSCRIBED ON THE
 RJ1118'TOP OF AN 18 INCH
 RJ1118'IN DIAMETER CONCRETE SLAB, WHICH PROJECTS 3 INCHES
 RJ1118'ABOVE THE OUTCROP OF LIMESTONE.  IT
 RJ1118'IS ALSO INSCRIBED 4 FT ON THE SIDE
 RJ1118'OF THE CROSSLINE.  IT IS 10.6 FEET WEST-SOUTHWEST OF
 RJ1118'THE NORTHWEST LEG
 RJ1118'OF THE LOOKOUT TOWER, 20 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 RJ1118'LOOKOUT TOWER, AND
 RJ1118'8 FEET NORTHEAST OF THE METAL WITNESS POST.
 RJ1118'
 RJ1118'REFERENCE MARK NO. 2 IS A STANDARD CORPS OF ENGINEERS U. S. LAKE
 RJ1118'SURVEY REFERENCE
 RJ1118'MARK DISK STAMPED FURLONG NO 2 1921 65.02 (FEET).  IT
 RJ1118'IS CEMENTED IN A DRILLED HOLE IN
 RJ1118'THE OUTCROP OF LIMESTONE, ABOUT 3-1/2
 RJ1118'FEET LOWER IN ELEVATION THAN THE STATION.  IT IS
 RJ1118'71.5 FEET NORTHWEST
 RJ1118'OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, AND 22 FEET NORTHWEST OF
 RJ1118'AN 8 INCH MAPLE TREE.
 RJ1118'
 RJ1118'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED FURLONG USLS NO 3
 RJ1118'1921, SET IN A
 RJ1118'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE
 RJ1118'OF THE GROUND.  IT IS LOCATED
 RJ1118'NEAR THE CENTER OF THE BASE OF THE LOOKOUT TOWER.
 RJ1118'
 RJ1118'AZIMUTH MARK, A STANDARD DISK STAMPED FURLONG USLS 1921 1965, IS
 RJ1118'SET IN A ROUND
 RJ1118'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 34
 RJ1118'FEET NORTH OF THE CENTER OF A
 RJ1118'PAVED ROAD, AND 1.5 FEET EAST OF A METAL WITNESS POST.
 RJ1118'
 RJ1118'NOTE- THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND, AND WOULD TAKE
 RJ1118'2 MEN ABOUT 1 HOUR TO DO SO.
 RJ1118'
 RJ1118'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1119 ***********************************************************************
 RJ1119  DESIGNATION -  FURLONG RM 3
 RJ1119  PID         -  RJ1119
 RJ1119  STATE/COUNTY-  MI/CHIPPEWA
 RJ1119  USGS QUAD   -  OZARK (1975)
 RJ1119
 RJ1119                         *CURRENT SURVEY CONTROL
 RJ1119  ___________________________________________________________________
 RJ1119* NAD 83(1994)-  46 11 10.93956(N)    084 56 56.60822(W)     ADJUSTED  
 RJ1119* NAVD 88     -       322.     (meters)    1056.     (feet)  SCALED    
 RJ1119  ___________________________________________________________________
 RJ1119  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 RJ1119  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RJ1119
 RJ1119  HORZ ORDER  -  SECOND
 RJ1119
 RJ1119.The horizontal coordinates were established by classical geodetic methods
 RJ1119.and adjusted by the National Geodetic Survey in February 1997..
 RJ1119
 RJ1119.The orthometric height was scaled from a topographic map.
 RJ1119
 RJ1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1119
 RJ1119.The geoid height was determined by GEOID03.
 RJ1119
 RJ1119;                    North         East     Units Scale Factor Converg.
 RJ1119;SPC MI N     -   157,987.273 8,158,305.678   MT  0.99990432   +1 28 56.6
 RJ1119;SPC MI N     -   518,330.95 26,766,094.74   iFT  0.99990432   +1 28 56.6
 RJ1119;UTM  16      - 5,116,799.587   658,273.802   MT  0.99990795   +1 28 48.9
 RJ1119
 RJ1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1119!SPC MI N     -   0.99995505  x   0.99990432  =   0.99985938
 RJ1119!UTM  16      -   0.99995505  x   0.99990795  =   0.99986300
 RJ1119
 RJ1119                          SUPERSEDED SURVEY CONTROL
 RJ1119
 RJ1119  NAD 83(1986)-  46 11 10.93283(N)    084 56 56.60572(W) AD(       ) 2
 RJ1119  NAD 27      -  46 11 10.88714(N)    084 56 56.36533(W) AD(       ) 2
 RJ1119
 RJ1119.Superseded values are not recommended for survey control.
 RJ1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1119.See file dsdata.txt to determine how the superseded data were derived.
 RJ1119
 RJ1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5827416800(NAD 83)
 RJ1119
 RJ1119  HISTORY     - Date     Condition        Report By
 RJ1119  HISTORY     - 1965     MONUMENTED       USLS
 RJ1119
 RJ1119                          STATION DESCRIPTION
 RJ1119
 RJ1119'DESCRIBED BY US LAKE SURVEY 1965 (LMC)
 RJ1119'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1119'WHICH IS MARKED BY
 RJ1119'A REFERENCE MARK STAMPED FURLONG USLS NO 3 1921,
 RJ1119'LOCATED ON A LIMESTONE RIDGE ABOUT 4
 RJ1119'MILES EAST OF THE VILLAGE OF TROUT
 RJ1119'LAKE, IN THE NORTHEAST 1/4 OF SECTION 29, T. 44 N., R.
 RJ1119'5 W., AND ON
 RJ1119'PROPERTY OWNED BY MR. JOHN KANZER.  IT IS A 4 LEGGED STEEL TOWER WITH
 RJ1119'A METAL OBSERVATION
 RJ1119'ROOM AT THE TOP.  THE OVERALL HEIGHT IS 68 FEET.
 RJ1119'
 RJ1119'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO
 RJ1119'EASTERLY ON STATE
 RJ1119'HIGHWAY 123 FOR 0.85 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 RJ1119'AND GO NORTHEAST AND EAST
 RJ1119'ON A PAVED ROAD AS PER SIGN RUDYARD 22 FOR
 RJ1119'2.85 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 RJ1119'AND GO SOUTH ON A GRAVELED
 RJ1119'ROAD FOR 0.1 MILE TO A DIM TRACK ROAD ON THE RIGHT AT A POWER
 RJ1119'TRANSMISSION LINE.  TURN RIGHT
 RJ1119'AND GO WEST ON THE DIM TRACK ROAD, FOLLOWING THE
 RJ1119'POWER TRANSMISSION LINE FOR
 RJ1119'0.1 MILE TO THE TOP OF A RIDGE AND THE
 RJ1119'STATION ON THE RIGHT.
 RJ1119'
 RJ1119'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION FURLONG
 RJ1119'USLS 1921, THE
 RJ1119'DISTANCE BEING 23.88 FEET AND 7.279 METERS.
 RJ1119'
 RJ1119'NOTE- THIS LOOKOUT TOWER IS NOT IN USE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0603 ***********************************************************************
 QK0603  DESIGNATION -  FUYARDS USLS 1904
 QK0603  PID         -  QK0603
 QK0603  STATE/COUNTY-  MI/MACKINAC
 QK0603  USGS QUAD   -  GOOSE ISLAND (1975)
 QK0603
 QK0603                         *CURRENT SURVEY CONTROL
 QK0603  ___________________________________________________________________
 QK0603* NAD 83(1994)-  45 55 55.72586(N)    084 22 39.86419(W)     ADJUSTED  
 QK0603* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0603  ___________________________________________________________________
 QK0603  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 QK0603  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 QK0603
 QK0603  HORZ ORDER  -  FIRST
 QK0603
 QK0603.The horizontal coordinates were established by classical geodetic methods
 QK0603.and adjusted by the National Geodetic Survey in February 1997..
 QK0603
 QK0603.The orthometric height was scaled from a topographic map.
 QK0603
 QK0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0603
 QK0603.The geoid height was determined by GEOID03.
 QK0603
 QK0603;                    North         East     Units Scale Factor Converg.
 QK0603;SPC MI N     -   131,047.192 8,203,324.057   MT  0.99992173   +1 53 43.2
 QK0603;SPC MI N     -   429,944.86 26,913,792.84   iFT  0.99992173   +1 53 43.2
 QK0603;UTM  16      - 5,089,852.247   703,293.492   MT  1.00010810   +1 53 05.2
 QK0603
 QK0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0603!SPC MI N     -   0.99997774  x   0.99992173  =   0.99989947
 QK0603!UTM  16      -   0.99997774  x   1.00010810  =   1.00008584
 QK0603
 QK0603:                Primary Azimuth Mark                     Grid Az
 QK0603:SPC MI N     -  PENNY USLS 1905                          067 34 44.8
 QK0603:UTM  16      -  PENNY USLS 1905                          067 35 22.8
 QK0603
 QK0603|---------------------------------------------------------------------|
 QK0603| PID    Reference Object                     Distance      Geod. Az  |
 QK0603|                                                           dddmmss.s |
 QK0603| QK0595 PENNY USLS 1905                     APPROX. 6.9 KM 0692828.0 |
 QK0603|---------------------------------------------------------------------|
 QK0603
 QK0603                          SUPERSEDED SURVEY CONTROL
 QK0603
 QK0603  NAD 83(1986)-  45 55 55.71718(N)    084 22 39.86232(W) AD(       ) 1
 QK0603  NAD 27      -  45 55 55.67300(N)    084 22 39.73300(W) AD(       ) 1
 QK0603
 QK0603.Superseded values are not recommended for survey control.
 QK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0603.See file dsdata.txt to determine how the superseded data were derived.
 QK0603
 QK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0329389852(NAD 83)
 QK0603
 QK0603  HISTORY     - Date     Condition        Report By
 QK0603  HISTORY     - 1904     MONUMENTED       CGS
 QK0603  HISTORY     - 1924     SEE DESCRIPTION  USLS
 QK0603  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0603
 QK0603                          STATION DESCRIPTION
 QK0603
 QK0603'DESCRIBED BY US LAKE SURVEY 1924
 QK0603'ON MARQUETTE ISLAND, ON NORTH SIDE OF STRAITS OF MACKINAC, ON END OF
 QK0603'POINT FUYARDS, SOME DISTANCE FROM TIP OF POINT, ENTIRELY
 QK0603'SURROUNDED BY SMALL BRUSH.  PROBABLY MARKED BY DRILL HOLE IN BOULDER.
 QK0603
 QK0603                          STATION RECOVERY (1964)
 QK0603
 QK0603'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0603'REACHED BY BOAT FROM HESSEL.  AT SOUTHERLY END OF POINT FUYARDS
 QK0603'MARQUETTE ISLAND.  ABOUT 250
 QK0603'FEET WEST NORTHWEST OF EXTREME SOUTHEASTERLY TIP OF ISLAND, ABOUT 60
 QK0603'FEET SOUTH SOUTHWEST FROM HIGH
 QK0603'WATER POINT.  STATION IS HIGHEST LAND ON POINT SURROUNDED BY
 QK0603'TREES.
 QK0603'
 QK0603'STATION IS MARKED BY A CROSS CUT IN A 16-IN. SQUARE STONE SURROUNDED
 QK0603'BY THE LETTERS USLS.
 QK0603'STATION IS 23.6 FEET EAST OF A TRIANGLE BLAZED 5-INCH CEDAR, 15.2
 QK0603'FEET NORTH OF A TRIANGLE BLAZED 4-INCH
 QK0603'BIRCH, 14.2 FEET SOUTHWEST OF AN 8-INCH BIRCH, 9.8 FEET
 QK0603'WEST NORTHWEST OF A TRIANGLE BLAZED 6-INCH CEDAR,
 QK0603'58.3 FEET EAST OF A 2.5 X 2 X 1 FOOT HIGH
 QK0603'CHARCOAL COLORED ROCK WITH ARROW CUT INTO IT POINTING TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0117 ***********************************************************************
 OJ0117  DESIGNATION -  G 100
 OJ0117  PID         -  OJ0117
 OJ0117  STATE/COUNTY-  MI/SANILAC
 OJ0117  USGS QUAD   -  BROWN CITY (1978)
 OJ0117
 OJ0117                         *CURRENT SURVEY CONTROL
 OJ0117  ___________________________________________________________________
 OJ0117* NAD 83(1986)-  43 11 55.     (N)    082 57 21.     (W)     SCALED    
 OJ0117* NAVD 88     -       244.741  (meters)     802.95   (feet)  ADJUSTED  
 OJ0117  ___________________________________________________________________
 OJ0117  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OJ0117  DYNAMIC HT  -         244.685 (meters)     802.77  (feet)  COMP
 OJ0117  MODELED GRAV-     980,384.4   (mgal)                       NAVD 88
 OJ0117
 OJ0117  VERT ORDER  -  SECOND    CLASS 0
 OJ0117
 OJ0117.The horizontal coordinates were scaled from a topographic map and have
 OJ0117.an estimated accuracy of +/- 6 seconds.
 OJ0117
 OJ0117.The orthometric height was determined by differential leveling
 OJ0117.and adjusted by the National Geodetic Survey in June 1991..
 OJ0117
 OJ0117.The geoid height was determined by GEOID03.
 OJ0117
 OJ0117.The dynamic height is computed by dividing the NAVD 88
 OJ0117.geopotential number by the normal gravity value computed on the
 OJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0117.degrees latitude (g = 980.6199 gals.).
 OJ0117
 OJ0117.The modeled gravity was interpolated from observed gravity values.
 OJ0117
 OJ0117;                    North         East    Units  Estimated Accuracy
 OJ0117;SPC MI S     -   189,640.    4,114,660.      MT  (+/- 180 meters Scaled)
 OJ0117
 OJ0117                          SUPERSEDED SURVEY CONTROL
 OJ0117
 OJ0117  NGVD 29 (??/??/92)  244.866  (m)          803.36   (f) ADJ UNCH    2 0
 OJ0117
 OJ0117.Superseded values are not recommended for survey control.
 OJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0117.See file dsdata.txt to determine how the superseded data were derived.
 OJ0117
 OJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH410847(NAD 83)
 OJ0117_MARKER: DB = BENCH MARK DISK
 OJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0117_STAMPING: G 100 1934
 OJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0117+STABILITY: SURFACE MOTION
 OJ0117
 OJ0117  HISTORY     - Date     Condition        Report By
 OJ0117  HISTORY     - 1934     MONUMENTED       CGS
 OJ0117  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0117
 OJ0117                          STATION DESCRIPTION
 OJ0117
 OJ0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0117'1.8 MI SE FROM BROWN CITY.
 OJ0117'1.8 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OJ0117'THE STATION AT BROWN CITY, SANILAC COUNTY, 125 YARDS NORTHEAST
 OJ0117'OF A TWO-STORY FARMHOUSE, 65 YARDS SOUTHEAST OF MILEPOST 56, 32
 OJ0117'YARDS WEST OF THE CENTER OF A DIRT-ROAD CROSSING, 29 FEET NORTH
 OJ0117'OF THE CENTERLINE OF THE ROAD, 24 FEET SOUTHWEST OF THE
 OJ0117'SOUTHWEST RAIL, 17 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 OJ0117'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED G 100 1934 AND
 OJ0117'SET IN THE TOP OF A CONCRETE POST.
 OJ0117
 OJ0117                          STATION RECOVERY (1994)
 OJ0117
 OJ0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0287 ***********************************************************************
 OJ0287  DESIGNATION -  G 101
 OJ0287  PID         -  OJ0287
 OJ0287  STATE/COUNTY-  MI/TUSCOLA
 OJ0287  USGS QUAD   -  KINGSTON (1963)
 OJ0287
 OJ0287                         *CURRENT SURVEY CONTROL
 OJ0287  ___________________________________________________________________
 OJ0287* NAD 83(1994)-  43 27 21.65206(N)    083 11 32.14765(W)     ADJUSTED  
 OJ0287* NAVD 88     -       235.017  (meters)     771.05   (feet)  ADJUSTED  
 OJ0287  ___________________________________________________________________
 OJ0287  X           -     549,708.445 (meters)                     COMP
 OJ0287  Y           -  -4,604,704.856 (meters)                     COMP
 OJ0287  Z           -   4,364,553.915 (meters)                     COMP
 OJ0287  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 OJ0287  ELLIP HEIGHT-         201.02  (meters)          (07/17/02) GPS OBS
 OJ0287  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 OJ0287  DYNAMIC HT  -         234.971 (meters)     770.90  (feet)  COMP
 OJ0287  MODELED GRAV-     980,418.2   (mgal)                       NAVD 88
 OJ0287  OBS GRAVITY -     980,416.1   (mgal)                       GRAV_OBS
 OJ0287
 OJ0287  HORZ ORDER  -  FIRST
 OJ0287  VERT ORDER  -  SECOND    CLASS 0
 OJ0287  ELLP ORDER  -  FOURTH    CLASS I
 OJ0287
 OJ0287.The horizontal coordinates were established by GPS observations
 OJ0287.and adjusted by the National Geodetic Survey in February 1997..
 OJ0287
 OJ0287.The orthometric height was determined by differential leveling
 OJ0287.and adjusted by the National Geodetic Survey in June 1991..
 OJ0287
 OJ0287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0287
 OJ0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0287
 OJ0287.The ellipsoidal height was determined by GPS observations
 OJ0287.and is referenced to NAD 83.
 OJ0287
 OJ0287.The geoid height was determined by GEOID03.
 OJ0287
 OJ0287.The dynamic height is computed by dividing the NAVD 88
 OJ0287.geopotential number by the normal gravity value computed on the
 OJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0287.degrees latitude (g = 980.6199 gals.).
 OJ0287
 OJ0287.The modeled gravity was interpolated from observed gravity values.
 OJ0287.The observed gravity was obtained from relative gravimeter ties
 OJ0287.to the IGSN71 gravity network.
 OJ0287
 OJ0287;                    North         East     Units Scale Factor Converg.
 OJ0287;SPC MI S     -   217,937.691 4,095,043.556   MT  0.99995651   +0 47 57.2
 OJ0287;SPC MI S     -   715,018.67 13,435,182.27   iFT  0.99995651   +0 47 57.2
 OJ0287;UTM  17      - 4,813,790.842   322,636.942   MT  0.99998696   -1 30 29.6
 OJ0287
 OJ0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0287!SPC MI S     -   0.99996848  x   0.99995651  =   0.99992499
 OJ0287!UTM  17      -   0.99996848  x   0.99998696  =   0.99995544
 OJ0287
 OJ0287                          SUPERSEDED SURVEY CONTROL
 OJ0287
 OJ0287  NAD 83(1986)-  43 27 21.65094(N)    083 11 32.16436(W) AD(       ) 1
 OJ0287  NAD 83(1986)-  43 27 21.64739(N)    083 11 32.15027(W) AD(       ) 3
 OJ0287  NAVD 88 (09/30/91)  235.02   (m)          771.1    (f) LEVELING    3  
 OJ0287  NGVD 29 (??/??/92)  235.145  (m)          771.47   (f) ADJ UNCH    2 0
 OJ0287
 OJ0287.Superseded values are not recommended for survey control.
 OJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0287.See file dsdata.txt to determine how the superseded data were derived.
 OJ0287
 OJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ2263713791(NAD 83)
 OJ0287_MARKER: DB = BENCH MARK DISK
 OJ0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0287_SP_SET: SQUARE CONCRETE MONUMENT
 OJ0287_STAMPING: G 101 1934
 OJ0287_MARK LOGO: CGS   
 OJ0287_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0287+STABILITY: SURFACE MOTION
 OJ0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0287+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0287
 OJ0287  HISTORY     - Date     Condition        Report By
 OJ0287  HISTORY     - 1934     MONUMENTED       CGS
 OJ0287  HISTORY     - 19890301 GOOD             NGS
 OJ0287  HISTORY     - 19900109 GOOD
 OJ0287  HISTORY     - 19910626 GOOD             NGS
 OJ0287  HISTORY     - 19990530 GOOD             USPSQD
 OJ0287  HISTORY     - 20041025 GOOD             USPSQD
 OJ0287
 OJ0287                          STATION DESCRIPTION
 OJ0287
 OJ0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0287'0.2 MI S FROM WILMOT.
 OJ0287'0.2 MILES SOUTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0287'AT WILMOT, TUSCOLA COUNTY, AT THE FIRST ROAD CROSSING SOUTH OF
 OJ0287'THE STATION, 25.6 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY
 OJ0287'19.4 FEET EAST OF THE EAST RAIL, 2.2 FEET NORTH OF A WIRE FENCE,
 OJ0287'AND 1 FOOT HIGHER THAN THE TOP OF RAIL.  A STANDARD DISK,
 OJ0287'STAMPED G 101 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0287
 OJ0287                          STATION RECOVERY (1989)
 OJ0287
 OJ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0287'THE STATION IS LOCATED ABOUT 17.0 KM (10.55 MI) SOUTHEAST OF CARO,
 OJ0287'16.0 KM (9.95 MI) SOUTH-SOUTHWEST OF CASS CITY AND 4.8 KM (3.00 MI)
 OJ0287'NORTH OF KINGSTON.  OWNERSHIP--TUSCOLA COUNTY.
 OJ0287'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH ON
 OJ0287'RIVER STREET FOR 150 FEET TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OJ0287'STATE HIGHWAY 46 (STATE STREET) FOR 0.11 KM (0.05 MI) TO A PAVED ROAD
 OJ0287'ON THE LEFT.  TURN LEFT AND GO NORTH ON WASHINGTON STREET AND KINGSTON
 OJ0287'ROAD FOR 4.84 KM (3.00 MI) TO A CROSSROAD.  TURN LEFT AND GO WEST ON
 OJ0287'BEVENS ROAD FOR 0.39 KM (0.25 MI) TO A GRAVELED ROAD (OLD RAILROAD
 OJ0287'GRADE) AND THE STATION ON THE LEFT.
 OJ0287'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0287'MONUMENT THAT PROJECTS 38 CM ABOVE THE GROUND.  LOCATED 7.7 M
 OJ0287'(25.3 FT) SOUTH OF THE CENTERLINE OF BEVENS ROAD, 7.1 M (23.3 FT) EAST
 OJ0287'OF THE CENTER OF THE GRAVELED ROAD AND 0.6 M (2.0 FT) NORTH OF A
 OJ0287'CARSONITE WITNESS POST.
 OJ0287'DESCRIBED BY E.J. HANSMANN.
 OJ0287
 OJ0287                          STATION RECOVERY (1990)
 OJ0287
 OJ0287'RECOVERED 1990
 OJ0287'RECOVERED IN GOOD CONDITION.
 OJ0287
 OJ0287                          STATION RECOVERY (1991)
 OJ0287
 OJ0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OJ0287'THE STATION IS LOCATED ABOUT 17.0 KM (10.6 MI) SOUTHEAST OF CARO, 16.0
 OJ0287'KM (9.9 MI) SOUTH-SOUTHWEST OF CASS CITY AND 4.8 KM (3.0 MI) NORTH OF
 OJ0287'KINGSTON.  OWNERSHIP--TUSCOLA COUNTY.
 OJ0287'TO REACH THE STATION FROM THE POST OFFICE IN KINGSTON, GO SOUTH ON
 OJ0287'RIVER STREET FOR 150 FEET TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 OJ0287'STATE HIGHWAY 46 (STATE STREET) FOR 0.11 KM (0.07 MI) TO A PAVED ROAD
 OJ0287'ON THE LEFT.  TURN LEFT AND GO NORTH ON WASHINGTON STREET AND
 OJ0287'KINGSTON ROAD FOR 4.84 KM (3.01 MI) TO A CROSSROAD.  TURN LEFT AND GO
 OJ0287'WEST ON BEVENS ROAD FOR 0.39 KM (0.24 MI) TO A GRAVELED ROAD (OLD
 OJ0287'RAILROAD GRADE) AND THE STATION ON THE LEFT.
 OJ0287'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0287'MONUMENT THAT PROJECTS 38 CM ABOVE THE GROUND.  LOCATED 7.7 M
 OJ0287'(25.3 FT) SOUTH OF THE CENTER OF BEVENS ROAD, 7.1 M (23.3 FT) EAST OF
 OJ0287'THE CENTER OF THE GRAVELED ROAD AND 0.6 M (2.0 FT) NORTH OF A
 OJ0287'CARSONITE WITNESS POST.
 OJ0287
 OJ0287                          STATION RECOVERY (1999)
 OJ0287
 OJ0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0287'RECOVERED IN GOOD CONDITION.
 OJ0287
 OJ0287                          STATION RECOVERY (2004)
 OJ0287
 OJ0287'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0287'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0054 ***********************************************************************
 OK0054  DESIGNATION -  G 103
 OK0054  PID         -  OK0054
 OK0054  STATE/COUNTY-  MI/GRATIOT
 OK0054  USGS QUAD   -  ASHLEY (1974)
 OK0054
 OK0054                         *CURRENT SURVEY CONTROL
 OK0054  ___________________________________________________________________
 OK0054* NAD 83(1986)-  43 09 37.     (N)    084 26 49.     (W)     SCALED    
 OK0054* NAVD 88     -       200.126  (meters)     656.58   (feet)  ADJUSTED  
 OK0054  ___________________________________________________________________
 OK0054  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 OK0054  DYNAMIC HT  -         200.086 (meters)     656.45  (feet)  COMP
 OK0054  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 OK0054
 OK0054  VERT ORDER  -  SECOND    CLASS 0
 OK0054
 OK0054.The horizontal coordinates were scaled from a topographic map and have
 OK0054.an estimated accuracy of +/- 6 seconds.
 OK0054
 OK0054.The orthometric height was determined by differential leveling
 OK0054.and adjusted by the National Geodetic Survey in June 1991..
 OK0054
 OK0054.The geoid height was determined by GEOID03.
 OK0054
 OK0054.The dynamic height is computed by dividing the NAVD 88
 OK0054.geopotential number by the normal gravity value computed on the
 OK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0054.degrees latitude (g = 980.6199 gals.).
 OK0054
 OK0054.The modeled gravity was interpolated from observed gravity values.
 OK0054
 OK0054;                    North         East    Units  Estimated Accuracy
 OK0054;SPC MI S     -   184,420.    3,993,470.      MT  (+/- 180 meters Scaled)
 OK0054
 OK0054                          SUPERSEDED SURVEY CONTROL
 OK0054
 OK0054  NGVD 29 (??/??/92)  200.291  (m)          657.12   (f) ADJ UNCH    2 0
 OK0054
 OK0054.Superseded values are not recommended for survey control.
 OK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0054.See file dsdata.txt to determine how the superseded data were derived.
 OK0054
 OK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN075817(NAD 83)
 OK0054_MARKER: DB = BENCH MARK DISK
 OK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0054_STAMPING: G 103 1934
 OK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0054+STABILITY: SURFACE MOTION
 OK0054
 OK0054  HISTORY     - Date     Condition        Report By
 OK0054  HISTORY     - 1934     MONUMENTED       CGS
 OK0054  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0054  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0054  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0054
 OK0054                          STATION DESCRIPTION
 OK0054
 OK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0054'2.3 MI SE FROM ASHLEY.
 OK0054'2.3 MILES SOUTHEAST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 OK0054'AT ASHLEY, GRATIOT COUNTY, 45 YARDS NORTHWEST OF MILEPOST 126,
 OK0054'10 YARDS EAST OF THE CENTER OF A ROAD CROSSING, 9.5 YARDS
 OK0054'NORTHEAST OF THE NORTHEAST RAIL, 5 YARDS NORTHWEST OF A FENCE
 OK0054'CORNER, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 OK0054'G 103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0054
 OK0054                          STATION RECOVERY (1974)
 OK0054
 OK0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0054'MARK NOT FOUND.
 OK0054
 OK0054                          STATION RECOVERY (1992)
 OK0054
 OK0054'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0054'MARK NOT FOUND.
 OK0054
 OK0054                          STATION RECOVERY (2001)
 OK0054
 OK0054'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0805 ***********************************************************************
 NE0805  DESIGNATION -  G 105
 NE0805  PID         -  NE0805
 NE0805  STATE/COUNTY-  MI/LIVINGSTON
 NE0805  USGS QUAD   -  HOWELL (1983)
 NE0805
 NE0805                         *CURRENT SURVEY CONTROL
 NE0805  ___________________________________________________________________
 NE0805* NAD 83(1994)-  42 36 33.25499(N)    083 55 44.59071(W)     ADJUSTED  
 NE0805* NAVD 88     -       280.873  (meters)     921.50   (feet)  ADJUSTED  
 NE0805  ___________________________________________________________________
 NE0805  X           -     497,243.962 (meters)                     COMP
 NE0805  Y           -  -4,675,264.084 (meters)                     COMP
 NE0805  Z           -   4,295,821.120 (meters)                     COMP
 NE0805  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 NE0805  ELLIP HEIGHT-         247.69  (meters)          (07/12/02) GPS OBS
 NE0805  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE0805  DYNAMIC HT  -         280.801 (meters)     921.26  (feet)  COMP
 NE0805  MODELED GRAV-     980,356.9   (mgal)                       NAVD 88
 NE0805
 NE0805  HORZ ORDER  -  FIRST
 NE0805  VERT ORDER  -  SECOND    CLASS 0
 NE0805  ELLP ORDER  -  FOURTH    CLASS I
 NE0805
 NE0805.The horizontal coordinates were established by GPS observations
 NE0805.and adjusted by the National Geodetic Survey in February 1997..
 NE0805
 NE0805.The orthometric height was determined by differential leveling
 NE0805.and adjusted by the National Geodetic Survey in June 1991..
 NE0805
 NE0805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0805
 NE0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0805
 NE0805.The ellipsoidal height was determined by GPS observations
 NE0805.and is referenced to NAD 83.
 NE0805
 NE0805.The geoid height was determined by GEOID03.
 NE0805
 NE0805.The dynamic height is computed by dividing the NAVD 88
 NE0805.geopotential number by the normal gravity value computed on the
 NE0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0805.degrees latitude (g = 980.6199 gals.).
 NE0805
 NE0805.The modeled gravity was interpolated from observed gravity values.
 NE0805
 NE0805;                    North         East     Units Scale Factor Converg.
 NE0805;SPC MI S     -   123,304.400 4,035,905.642   MT  0.99991840   +0 17 52.1
 NE0805;SPC MI S     -   404,541.99 13,241,160.24   iFT  0.99991840   +0 17 52.1
 NE0805;UTM  17      - 4,721,582.231   259,741.517   MT  1.00031025   -1 59 02.0
 NE0805;UTM  16      - 4,721,995.216   751,898.404   MT  1.00038074   +2 04 48.4
 NE0805
 NE0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0805!SPC MI S     -   0.99996116  x   0.99991840  =   0.99987956
 NE0805!UTM  17      -   0.99996116  x   1.00031025  =   1.00027139
 NE0805!UTM  16      -   0.99996116  x   1.00038074  =   1.00034188
 NE0805
 NE0805                          SUPERSEDED SURVEY CONTROL
 NE0805
 NE0805  ELLIP H (02/03/97)  247.75   (m)                       GP(       ) 4 1
 NE0805  NAD 83(1986)-  42 36 33.25950(N)    083 55 44.61747(W) AD(       ) 1
 NE0805  NAD 83(1986)-  42 36 33.25274(N)    083 55 44.61983(W) AD(       ) 1
 NE0805  NAVD 88 (04/29/92)  280.87   (m)          921.5    (f) LEVELING    3  
 NE0805  NGVD 29 (??/??/92)  281.005  (m)          921.93   (f) ADJ UNCH    2 0
 NE0805
 NE0805.Superseded values are not recommended for survey control.
 NE0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0805.See file dsdata.txt to determine how the superseded data were derived.
 NE0805
 NE0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5974221582(NAD 83)
 NE0805_MARKER: DB = BENCH MARK DISK
 NE0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0805_SP_SET: CONCRETE POST
 NE0805_STAMPING: G 105 1934
 NE0805_MARK LOGO: CGS   
 NE0805_PROJECTION: FLUSH
 NE0805_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0805+STABILITY: SURFACE MOTION
 NE0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0805+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002
 NE0805
 NE0805  HISTORY     - Date     Condition        Report By
 NE0805  HISTORY     - 1934     MONUMENTED       CGS
 NE0805  HISTORY     - 1973     GOOD             MPS
 NE0805  HISTORY     - 19901211 GOOD             MIDH
 NE0805  HISTORY     - 19910111 GOOD
 NE0805  HISTORY     - 19930311 GOOD             MIDT
 NE0805  HISTORY     - 19941213 GOOD             LOCENG
 NE0805  HISTORY     - 19980729 GOOD             OHM
 NE0805  HISTORY     - 20020116 GOOD             PRENAS
 NE0805
 NE0805                          STATION DESCRIPTION
 NE0805
 NE0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0805'AT HOWELL.
 NE0805'AT HOWELL, LIVINGSTON COUNTY, ON THE ANN ARBOR RAILROAD, 35 YARDS
 NE0805'SOUTH OF THE SOUTH END OF THE STATION, 60 YARDS NORTH OF A
 NE0805'HIGHWAY BRIDGE OVER THE TRACK, 7 YARDS WEST OF THE WEST RAIL, AND
 NE0805'1.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE STATION
 NE0805'PLATFORM.  A STANDARD DISK, STAMPED G 105 1934 AND SET IN THE
 NE0805'TOP OF A CONCRETE POST.
 NE0805
 NE0805                          STATION RECOVERY (1973)
 NE0805
 NE0805'RECOVERY NOTE BY MACNAMEE PORTER AND SEELEY 1973
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (1990)
 NE0805
 NE0805'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NE0805'STATION IS LOCATED IN QUAD 420834, IN THE CITY OF HOWELL, SECTION 35,
 NE0805'T-4-N, R-4-E, HOWELL TOWNSHIP, LIVINGSTON COUNTY, ALONG THE ANN ARBOR
 NE0805'RAILROAD AND ON THE HOWELL QUADRANGLE MAP.
 NE0805'TO REACH THE STATION FROM THE SOUTH EDGE OF THE OLD RAILROAD STATION,
 NE0805'(WHICH IS NOW A HISTORIC SITE DEPOT MUSEUM) IN HOWELL, GO SOUTH
 NE0805'ALONG THE TRACKS FOR ABOUT 100 FEET TO THE SOUTHWEST CORNER OF THE
 NE0805'STATION PLATFORM  AND STATION AS DESCRIBED.
 NE0805'THE STATION PROJECTS 14 CM ABOVE THE GROUND.  IT IS 180 FEET NORTH OF
 NE0805'A HIGHWAY BRIDGE OVER THE TRACKS, 100 FEET SOUTH OF THE SOUTH END OF
 NE0805'THE DEPOT MUSEUM, 21 FEET WEST OF THE WEST RAIL OF THE RAILROAD
 NE0805'TRACKS, 7.0 FT (2.1 M) SOUTH OF A 8 FOOT BY 12 FOOT SHED AND 3 FT
 NE0805'(0.9 M) SOUTH OF A CYCLONE FENCE.
 NE0805
 NE0805                          STATION RECOVERY (1991)
 NE0805
 NE0805'RECOVERED 1991
 NE0805'RECOVERED IN GOOD CONDITION.
 NE0805
 NE0805                          STATION RECOVERY (1993)
 NE0805
 NE0805'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE0805'STATION IS LOCATED IN QUAD 420844, IN THE CITY OF HOWELL, SECTION 35,
 NE0805'T-4-N, R-4-E, HOWELL TOWNSHIP, LIVINGSTON COUNTY, ALONG THE ANN ARBOR
 NE0805'RAILROAD AND ON THE HOWELL QUADRANGLE MAP. TO REACH THE STATION FROM
 NE0805'THE SOUTH EDGE OF THE OLD RAILROAD STATION, IN HOWELL, GO SOUTH ALONG
 NE0805'THE TRACKS FOR ABOUT 100 FT (30.5 M) TO THE SOUTHWEST CORNER OF THE
 NE0805'STATION PLATFORM  AND STATION AS DESCRIBED. THE STATION PROJECTS 14 CM
 NE0805'ABOVE THE GROUND.  IT IS 180 FT (54.9 M) NORTH OF A HIGHWAY BRIDGE
 NE0805'OVER THE TRACKS, 100 FT (30.5 M) SOUTH OF THE SOUTH END OF THE "DEPOT
 NE0805'MUSEUM", 21 FT (6.4 M) WEST OF THE WEST RAIL OF THE RAILROAD TRACKS,
 NE0805'7.0 FT (2.1 M) SOUTH OF A 8 FT (2.4 M) BY 12 FT (3.7 M) SHED AND 3 FT
 NE0805'(0.9 M) SOUTH OF A CYCLONE FENCE.
 NE0805
 NE0805                          STATION RECOVERY (1994)
 NE0805
 NE0805'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SK)
 NE0805'STATION IS LOCATED IN SECTION 36, T-3-N, R-4-E.
 NE0805
 NE0805                          STATION RECOVERY (1998)
 NE0805
 NE0805'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE0805'RECOVERED AS DESCRIBED.
 NE0805
 NE0805                          STATION RECOVERY (2002)
 NE0805
 NE0805'RECOVERY NOTE BY PROFESSIONAL ENG 2002 (JDH)
 NE0805'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0736 ***********************************************************************
 NE0736  DESIGNATION -  G 106
 NE0736  PID         -  NE0736
 NE0736  STATE/COUNTY-  MI/OAKLAND
 NE0736  USGS QUAD   -  SOUTH LYON (1983)
 NE0736
 NE0736                         *CURRENT SURVEY CONTROL
 NE0736  ___________________________________________________________________
 NE0736* NAD 83(1986)-  42 27 37.     (N)    083 38 47.     (W)     SCALED    
 NE0736* NAVD 88     -       285.770  (meters)     937.56   (feet)  ADJUSTED  
 NE0736  ___________________________________________________________________
 NE0736  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NE0736  DYNAMIC HT  -         285.688 (meters)     937.29  (feet)  COMP
 NE0736  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 NE0736
 NE0736  VERT ORDER  -  SECOND    CLASS 0
 NE0736
 NE0736.The horizontal coordinates were scaled from a topographic map and have
 NE0736.an estimated accuracy of +/- 6 seconds.
 NE0736
 NE0736.The orthometric height was determined by differential leveling
 NE0736.and adjusted by the National Geodetic Survey in June 1991..
 NE0736
 NE0736.The geoid height was determined by GEOID03.
 NE0736
 NE0736.The dynamic height is computed by dividing the NAVD 88
 NE0736.geopotential number by the normal gravity value computed on the
 NE0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0736.degrees latitude (g = 980.6199 gals.).
 NE0736
 NE0736.The modeled gravity was interpolated from observed gravity values.
 NE0736
 NE0736;                    North         East    Units  Estimated Accuracy
 NE0736;SPC MI S     -   106,920.    4,059,240.      MT  (+/- 180 meters Scaled)
 NE0736
 NE0736                          SUPERSEDED SURVEY CONTROL
 NE0736
 NE0736  NGVD 29 (??/??/92)  285.895  (m)          937.97   (f) ADJ UNCH    2 0
 NE0736
 NE0736.Superseded values are not recommended for survey control.
 NE0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0736.See file dsdata.txt to determine how the superseded data were derived.
 NE0736
 NE0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH824042(NAD 83)
 NE0736_MARKER: DB = BENCH MARK DISK
 NE0736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0736_STAMPING: G 106 1934
 NE0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0736+STABILITY: SURFACE MOTION
 NE0736
 NE0736  HISTORY     - Date     Condition        Report By
 NE0736  HISTORY     - 1934     MONUMENTED       CGS
 NE0736  HISTORY     - 1938     GOOD             NGS
 NE0736  HISTORY     - 1963     MARK NOT FOUND   NGS
 NE0736
 NE0736                          STATION DESCRIPTION
 NE0736
 NE0736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0736'AT SOUTH LYON.
 NE0736'AT SOUTH LYON, OAKLAND COUNTY, 100 YARDS SOUTH OF THE SOUTH
 NE0736'END OF THE GRAND TRUNK WESTERN RAILWAY STATION, 67 YARDS SOUTH
 NE0736'OF THE INTERSECTION OF THE CHESAPEAKE AND OHIO RAILWAY, 30
 NE0736'YARDS NORTH OF THE CROSSING OF CENTER STREET, 9 FEET WEST OF
 NE0736'THE WEST RAIL OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE
 NE0736'TRACK.  A STANDARD DISK, STAMPED G 106 1934 AND SET IN THE TOP
 NE0736'OF A CONCRETE POST.  NOTE-- MARK APPEARS TO BE UNDER A BLACKTOP
 NE0736'STREET NOW.
 NE0736
 NE0736                          STATION RECOVERY (1963)
 NE0736
 NE0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NE0736'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0401 ***********************************************************************
 NE0401  DESIGNATION -  G 107
 NE0401  PID         -  NE0401
 NE0401  STATE/COUNTY-  MI/MACOMB
 NE0401  USGS QUAD   -  UTICA (1983)
 NE0401
 NE0401                         *CURRENT SURVEY CONTROL
 NE0401  ___________________________________________________________________
 NE0401* NAD 83(1986)-  42 43 29.     (N)    083 02 38.     (W)     SCALED    
 NE0401* NAVD 88     -       221.832  (meters)     727.79   (feet)  ADJUSTED  
 NE0401  ___________________________________________________________________
 NE0401  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0401  DYNAMIC HT  -         221.766 (meters)     727.58  (feet)  COMP
 NE0401  MODELED GRAV-     980,315.4   (mgal)                       NAVD 88
 NE0401
 NE0401  VERT ORDER  -  SECOND    CLASS 0
 NE0401
 NE0401.The horizontal coordinates were scaled from a topographic map and have
 NE0401.an estimated accuracy of +/- 6 seconds.
 NE0401
 NE0401.The orthometric height was determined by differential leveling
 NE0401.and adjusted by the National Geodetic Survey in June 1991..
 NE0401
 NE0401.The geoid height was determined by GEOID03.
 NE0401
 NE0401.The dynamic height is computed by dividing the NAVD 88
 NE0401.geopotential number by the normal gravity value computed on the
 NE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0401.degrees latitude (g = 980.6199 gals.).
 NE0401
 NE0401.The modeled gravity was interpolated from observed gravity values.
 NE0401
 NE0401;                    North         East    Units  Estimated Accuracy
 NE0401;SPC MI S     -   136,890.    4,108,330.      MT  (+/- 180 meters Scaled)
 NE0401
 NE0401                          SUPERSEDED SURVEY CONTROL
 NE0401
 NE0401  NGVD 29 (??/??/92)  221.970  (m)          728.25   (f) ADJ UNCH    2 0
 NE0401
 NE0401.Superseded values are not recommended for survey control.
 NE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0401.See file dsdata.txt to determine how the superseded data were derived.
 NE0401
 NE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH326322(NAD 83)
 NE0401_MARKER: DB = BENCH MARK DISK
 NE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0401_STAMPING: G 107 1934
 NE0401_MARK LOGO: CGS   
 NE0401_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0401+STABILITY: SURFACE MOTION
 NE0401
 NE0401  HISTORY     - Date     Condition        Report By
 NE0401  HISTORY     - 1934     MONUMENTED       CGS
 NE0401  HISTORY     - 1940     GOOD             NGS
 NE0401  HISTORY     - 19900328 GOOD             MIDT
 NE0401  HISTORY     - 19990417 GOOD             USPSQD
 NE0401  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0401
 NE0401                          STATION DESCRIPTION
 NE0401
 NE0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0401'AT WASHINGTON.
 NE0401'AT WASHINGTON, MACOMB COUNTY, 75 FEET WEST OF THE SOUTHWEST
 NE0401'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 180 YARDS
 NE0401'NORTH OF MILEPOST R 20, AT A HIGHWAY CROSSING, 47 YARDS NORTH
 NE0401'OF THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND THE WEST
 NE0401'RAIL, 31 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND ABOUT
 NE0401'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 NE0401'G 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0401
 NE0401                          STATION RECOVERY (1990)
 NE0401
 NE0401'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (KS)
 NE0401'RECOVERED AS DESCRIBED.
 NE0401
 NE0401                          STATION RECOVERY (1999)
 NE0401
 NE0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0401'RECOVERED IN GOOD CONDITION.
 NE0401
 NE0401                          STATION RECOVERY (1999)
 NE0401
 NE0401'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0663 ***********************************************************************
 NE0663  DESIGNATION -  G 108
 NE0663  PID         -  NE0663
 NE0663  STATE/COUNTY-  MI/WASHTENAW
 NE0663  USGS QUAD   -  YPSILANTI WEST (1983)
 NE0663
 NE0663                         *CURRENT SURVEY CONTROL
 NE0663  ___________________________________________________________________
 NE0663* NAD 83(1986)-  42 07 40.     (N)    083 41 57.     (W)     SCALED    
 NE0663* NAVD 88     -       224.839  (meters)     737.66   (feet)  ADJUSTED  
 NE0663  ___________________________________________________________________
 NE0663  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 NE0663  DYNAMIC HT  -         224.763 (meters)     737.41  (feet)  COMP
 NE0663  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NE0663
 NE0663  VERT ORDER  -  SECOND    CLASS 0
 NE0663
 NE0663.The horizontal coordinates were scaled from a topographic map and have
 NE0663.an estimated accuracy of +/- 6 seconds.
 NE0663
 NE0663.The orthometric height was determined by differential leveling
 NE0663.and adjusted by the National Geodetic Survey in June 1991..
 NE0663
 NE0663.The geoid height was determined by GEOID03.
 NE0663
 NE0663.The dynamic height is computed by dividing the NAVD 88
 NE0663.geopotential number by the normal gravity value computed on the
 NE0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0663.degrees latitude (g = 980.6199 gals.).
 NE0663
 NE0663.The modeled gravity was interpolated from observed gravity values.
 NE0663
 NE0663;                    North         East    Units  Estimated Accuracy
 NE0663;SPC MI S     -    69,950.    4,055,190.      MT  (+/- 180 meters Scaled)
 NE0663
 NE0663                          SUPERSEDED SURVEY CONTROL
 NE0663
 NE0663  NGVD 29 (??/??/92)  224.968  (m)          738.08   (f) ADJ UNCH    2 0
 NE0663
 NE0663.Superseded values are not recommended for survey control.
 NE0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0663.See file dsdata.txt to determine how the superseded data were derived.
 NE0663
 NE0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG769674(NAD 83)
 NE0663_MARKER: DB = BENCH MARK DISK
 NE0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0663_STAMPING: G 108 1934
 NE0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0663+STABILITY: SURFACE MOTION
 NE0663
 NE0663  HISTORY     - Date     Condition        Report By
 NE0663  HISTORY     - 1934     MONUMENTED       CGS
 NE0663  HISTORY     - 1941     GOOD             NGS
 NE0663  HISTORY     - 20050521 MARK NOT FOUND   USPSQD
 NE0663  HISTORY     - 20060524 MARK NOT FOUND   MANNIK
 NE0663
 NE0663                          STATION DESCRIPTION
 NE0663
 NE0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0663'3.5 MI N FROM MILAN.
 NE0663'3.5 MILES NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0663'AT MILAN, WASHTENAW COUNTY, 40 FEET NORTH OF THE CROSSING OF
 NE0663'THE NORTHEAST RAIL AND THE CENTERLINE OF A DIRT ROAD, 35.8 FEET
 NE0663'NORTHWEST OF THE CENTERLINE OF THE ROAD, 25 FEET NORTHEAST OF
 NE0663'THE NORTHEAST RAIL, 2.6 FEET SOUTHWEST OF A WIRE FENCE, AND
 NE0663'ABOUT 3.5 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0663'STAMPED G 108 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0663
 NE0663                          STATION RECOVERY (2005)
 NE0663
 NE0663'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 NE0663'THERE IS CONSTRUCTION NEARBY.  THE MARKER MAY BE UNDER A PILE OF
 NE0663'ASPHALT
 NE0663
 NE0663                          STATION RECOVERY (2006)
 NE0663
 NE0663'RECOVERY NOTE BY MANNIK AND SMITH INCORPORATED 2006 (LWB)
 NE0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0152 ***********************************************************************
 NF0152  DESIGNATION -  G 109
 NF0152  PID         -  NF0152
 NF0152  STATE/COUNTY-  MI/JACKSON
 NF0152  USGS QUAD   -  MICHIGAN CENTER (1971)
 NF0152
 NF0152                         *CURRENT SURVEY CONTROL
 NF0152  ___________________________________________________________________
 NF0152* NAD 83(1986)-  42 07 49.     (N)    084 20 53.     (W)     SCALED    
 NF0152* NAVD 88     -       299.284  (meters)     981.90   (feet)  ADJUSTED  
 NF0152  ___________________________________________________________________
 NF0152  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NF0152  DYNAMIC HT  -         299.172 (meters)     981.53  (feet)  COMP
 NF0152  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 NF0152
 NF0152  VERT ORDER  -  SECOND    CLASS 0
 NF0152
 NF0152.The horizontal coordinates were scaled from a topographic map and have
 NF0152.an estimated accuracy of +/- 6 seconds.
 NF0152
 NF0152.The orthometric height was determined by differential leveling
 NF0152.and adjusted by the National Geodetic Survey in June 1991..
 NF0152
 NF0152.The geoid height was determined by GEOID03.
 NF0152
 NF0152.The dynamic height is computed by dividing the NAVD 88
 NF0152.geopotential number by the normal gravity value computed on the
 NF0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0152.degrees latitude (g = 980.6199 gals.).
 NF0152
 NF0152.The modeled gravity was interpolated from observed gravity values.
 NF0152
 NF0152;                    North         East    Units  Estimated Accuracy
 NF0152;SPC MI S     -    70,010.    4,001,540.      MT  (+/- 180 meters Scaled)
 NF0152
 NF0152                          SUPERSEDED SURVEY CONTROL
 NF0152
 NF0152  NGVD 29 (??/??/92)  299.402  (m)          982.29   (f) ADJ UNCH    2 0
 NF0152
 NF0152.Superseded values are not recommended for survey control.
 NF0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0152.See file dsdata.txt to determine how the superseded data were derived.
 NF0152
 NF0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM191676(NAD 83)
 NF0152_MARKER: DB = BENCH MARK DISK
 NF0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0152_STAMPING: G 109 1934
 NF0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0152+STABILITY: SURFACE MOTION
 NF0152
 NF0152  HISTORY     - Date     Condition        Report By
 NF0152  HISTORY     - 1934     MONUMENTED       CGS
 NF0152  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0152
 NF0152                          STATION DESCRIPTION
 NF0152
 NF0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0152'0.6 MI N FROM CLARKLAKE.
 NF0152'0.6 MILE NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0152'THE STATION AT CLARKLAKE, JACKSON COUNTY, 28 YARDS SOUTHEAST
 NF0152'OF THE CENTER OF A PRIVATE-ROAD CROSSING, 75 FEET NORTH OF
 NF0152'POLE 8+35, 26.3 FEET EAST OF THE EAST RAIL, 3.6 FEET WEST OF
 NF0152'THE WIRE FENCE, AND 6 INCHES HIGHER THAN THE TRACK.  A STANDARD
 NF0152'DISK, STAMPED G 109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0152
 NF0152                          STATION RECOVERY (1971)
 NF0152
 NF0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0220 ***********************************************************************
 NF0220  DESIGNATION -  G 11
 NF0220  PID         -  NF0220
 NF0220  STATE/COUNTY-  MI/JACKSON
 NF0220  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0220
 NF0220                         *CURRENT SURVEY CONTROL
 NF0220  ___________________________________________________________________
 NF0220* NAD 83(1986)-  42 13 52.     (N)    084 40 48.     (W)     SCALED    
 NF0220* NAVD 88     -       294.818  (meters)     967.25   (feet)  ADJUSTED  
 NF0220  ___________________________________________________________________
 NF0220  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NF0220  DYNAMIC HT  -         294.713 (meters)     966.90  (feet)  COMP
 NF0220  MODELED GRAV-     980,259.2   (mgal)                       NAVD 88
 NF0220
 NF0220  VERT ORDER  -  FIRST     CLASS II
 NF0220
 NF0220.The horizontal coordinates were scaled from a topographic map and have
 NF0220.an estimated accuracy of +/- 6 seconds.
 NF0220
 NF0220.The orthometric height was determined by differential leveling
 NF0220.and adjusted by the National Geodetic Survey in June 1991..
 NF0220
 NF0220.The geoid height was determined by GEOID03.
 NF0220
 NF0220.The dynamic height is computed by dividing the NAVD 88
 NF0220.geopotential number by the normal gravity value computed on the
 NF0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0220.degrees latitude (g = 980.6199 gals.).
 NF0220
 NF0220.The modeled gravity was interpolated from observed gravity values.
 NF0220
 NF0220;                    North         East    Units  Estimated Accuracy
 NF0220;SPC MI S     -    81,260.    3,974,140.      MT  (+/- 180 meters Scaled)
 NF0220
 NF0220                          SUPERSEDED SURVEY CONTROL
 NF0220
 NF0220  NGVD 29 (??/??/92)  294.943  (m)          967.66   (f) ADJ UNCH    1 2
 NF0220
 NF0220.Superseded values are not recommended for survey control.
 NF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0220.See file dsdata.txt to determine how the superseded data were derived.
 NF0220
 NF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM914780(NAD 83)
 NF0220_MARKER: DB = BENCH MARK DISK
 NF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0220_SP_SET: CONCRETE POST
 NF0220_STAMPING: G 11 1916 ELEV. 967.659 FT.
 NF0220_MARK LOGO: CGS   
 NF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0220+STABILITY: SURFACE MOTION
 NF0220
 NF0220  HISTORY     - Date     Condition        Report By
 NF0220  HISTORY     - 1916     MONUMENTED       CGS
 NF0220  HISTORY     - 1934     GOOD             NGS
 NF0220  HISTORY     - 1985     GOOD             NGS
 NF0220  HISTORY     - 19910714 GOOD             USPSQD
 NF0220  HISTORY     - 19971006 GOOD             USPSQD
 NF0220
 NF0220                          STATION DESCRIPTION
 NF0220
 NF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0220'5 MI W FROM PARMA.
 NF0220'5.0 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0220'STATION AT PARMA, JACKSON COUNTY, 0.8 MILE EAST OF THE BATH
 NF0220'MILLS ROAD CROSSING, AT G.W. RAYS CROSSING, 45.5 FEET NORTH
 NF0220'OF THE NORTH RAIL, AND 10 FEET EAST OF THE GATE IN THE NORTH
 NF0220'FENCE.  A STANDARD DISK, STAMPED ELEV 967.659 FT G 11 1916
 NF0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 NF0220'ABOVE GROUND.
 NF0220
 NF0220                          STATION RECOVERY (1985)
 NF0220
 NF0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0220'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.0 KM (4.35
 NF0220'MI) EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION IN
 NF0220'ALBION.  ADD--0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOT LEVELED TO.
 NF0220
 NF0220                          STATION RECOVERY (1991)
 NF0220
 NF0220'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0220'RECOVERED IN GOOD CONDITION.
 NF0220
 NF0220                          STATION RECOVERY (1997)
 NF0220
 NF0220'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0155 ***********************************************************************
 OK0155  DESIGNATION -  G 110
 OK0155  PID         -  OK0155
 OK0155  STATE/COUNTY-  MI/IONIA
 OK0155  USGS QUAD   -  HUBBARDSTON (1967)
 OK0155
 OK0155                         *CURRENT SURVEY CONTROL
 OK0155  ___________________________________________________________________
 OK0155* NAD 83(1986)-  43 00 06.     (N)    084 50 49.     (W)     SCALED    
 OK0155* NAVD 88     -       224.870  (meters)     737.76   (feet)  ADJUSTED  
 OK0155  ___________________________________________________________________
 OK0155  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 OK0155  DYNAMIC HT  -         224.816 (meters)     737.58  (feet)  COMP
 OK0155  MODELED GRAV-     980,374.2   (mgal)                       NAVD 88
 OK0155
 OK0155  VERT ORDER  -  SECOND    CLASS 0
 OK0155
 OK0155.The horizontal coordinates were scaled from a topographic map and have
 OK0155.an estimated accuracy of +/- 6 seconds.
 OK0155
 OK0155.The orthometric height was determined by differential leveling
 OK0155.and adjusted by the National Geodetic Survey in June 1991..
 OK0155
 OK0155.The geoid height was determined by GEOID03.
 OK0155
 OK0155.The dynamic height is computed by dividing the NAVD 88
 OK0155.geopotential number by the normal gravity value computed on the
 OK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0155.degrees latitude (g = 980.6199 gals.).
 OK0155
 OK0155.The modeled gravity was interpolated from observed gravity values.
 OK0155
 OK0155;                    North         East    Units  Estimated Accuracy
 OK0155;SPC MI S     -   166,910.    3,960,840.      MT  (+/- 180 meters Scaled)
 OK0155
 OK0155                          SUPERSEDED SURVEY CONTROL
 OK0155
 OK0155  NGVD 29 (??/??/92)  225.007  (m)          738.21   (f) ADJ UNCH    2 0
 OK0155
 OK0155.Superseded values are not recommended for survey control.
 OK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0155.See file dsdata.txt to determine how the superseded data were derived.
 OK0155
 OK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN754632(NAD 83)
 OK0155_MARKER: DB = BENCH MARK DISK
 OK0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0155_STAMPING: G 110 1934
 OK0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0155+STABILITY: SURFACE MOTION
 OK0155
 OK0155  HISTORY     - Date     Condition        Report By
 OK0155  HISTORY     - 1934     MONUMENTED       CGS
 OK0155  HISTORY     - 1965     MARK NOT FOUND   USGS
 OK0155
 OK0155                          STATION DESCRIPTION
 OK0155
 OK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0155'AT PEWANO.
 OK0155'AT PEWANO, IONIA COUNTY, 137 YARDS NORTHWEST OF THE NORTHWEST
 OK0155'CORNER OF THE GRAND TRUNK WESTERN RAILWAY STATION, 150 YARDS
 OK0155'EAST OF THE ROAD CROSSING WEST OF THE STATION, 57 FEET NORTH
 OK0155'OF THE NORTH RAIL, 19 FEET SOUTH OF THE CENTERLINE OF A ROAD
 OK0155'PASSING THE STATION, AND 2 FEET LOWER THAN THE TOP OF THE RAIL.
 OK0155'A STANDARD DISK, STAMPED G 110 1934 AND SET IN THE TOP OF A
 OK0155'CONCRETE POST.
 OK0155
 OK0155                          STATION RECOVERY (1965)
 OK0155
 OK0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 OK0155'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0586 ***********************************************************************
 MD0586  DESIGNATION -  G 112
 MD0586  PID         -  MD0586
 MD0586  STATE/COUNTY-  MI/HILLSDALE
 MD0586  USGS QUAD   -  READING (1977)
 MD0586
 MD0586                         *CURRENT SURVEY CONTROL
 MD0586  ___________________________________________________________________
 MD0586* NAD 83(1986)-  41 50 21.     (N)    084 44 28.     (W)     SCALED    
 MD0586* NAVD 88     -       365.933  (meters)    1200.57   (feet)  ADJUSTED  
 MD0586  ___________________________________________________________________
 MD0586  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 MD0586  DYNAMIC HT  -         365.790 (meters)    1200.10  (feet)  COMP
 MD0586  MODELED GRAV-     980,221.8   (mgal)                       NAVD 88
 MD0586
 MD0586  VERT ORDER  -  SECOND    CLASS 0
 MD0586
 MD0586.The horizontal coordinates were scaled from a topographic map and have
 MD0586.an estimated accuracy of +/- 6 seconds.
 MD0586
 MD0586.The orthometric height was determined by differential leveling
 MD0586.and adjusted by the National Geodetic Survey in June 1991..
 MD0586
 MD0586.The geoid height was determined by GEOID03.
 MD0586
 MD0586.The dynamic height is computed by dividing the NAVD 88
 MD0586.geopotential number by the normal gravity value computed on the
 MD0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0586.degrees latitude (g = 980.6199 gals.).
 MD0586
 MD0586.The modeled gravity was interpolated from observed gravity values.
 MD0586
 MD0586;                    North         East    Units  Estimated Accuracy
 MD0586;SPC MI S     -    37,740.    3,968,900.      MT  (+/- 180 meters Scaled)
 MD0586
 MD0586                          SUPERSEDED SURVEY CONTROL
 MD0586
 MD0586  NGVD 29 (??/??/92)  366.036  (m)         1200.90   (f) ADJ UNCH    2 0
 MD0586
 MD0586.Superseded values are not recommended for survey control.
 MD0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0586.See file dsdata.txt to determine how the superseded data were derived.
 MD0586
 MD0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM875343(NAD 83)
 MD0586_MARKER: DB = BENCH MARK DISK
 MD0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0586_STAMPING: G 112 1934
 MD0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0586+STABILITY: SURFACE MOTION
 MD0586
 MD0586  HISTORY     - Date     Condition        Report By
 MD0586  HISTORY     - 1934     MONUMENTED       CGS
 MD0586  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0586  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0586
 MD0586                          STATION DESCRIPTION
 MD0586
 MD0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0586'AT READING.
 MD0586'AT READING, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL RAILROAD,
 MD0586'65 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE STATION, 52
 MD0586'YARDS SOUTH OF THE CROSSING OF THE CENTERLINE OF A PAVED HIGHWAY
 MD0586'AND THE EAST RAIL OF THE EAST TRACK, 34.2 FEET EAST OF THE EAST
 MD0586'RAIL OF THE EAST TRACK, 7.8 FEET NORTH OF A POLE, AND LEVEL WITH
 MD0586'THE TRACK.  A STANDARD DISK, STAMPED G 112 1934 AND SET IN THE
 MD0586'TOP OF A CONCRETE POST.
 MD0586
 MD0586                          STATION RECOVERY (1988)
 MD0586
 MD0586'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0586'MARK NOT FOUND.
 MD0586
 MD0586                          STATION RECOVERY (2000)
 MD0586
 MD0586'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0566 ***********************************************************************
 MD0566  DESIGNATION -  G 113
 MD0566  PID         -  MD0566
 MD0566  STATE/COUNTY-  MI/BRANCH
 MD0566  USGS QUAD   -  COLDWATER EAST (1960)
 MD0566
 MD0566                         *CURRENT SURVEY CONTROL
 MD0566  ___________________________________________________________________
 MD0566* NAD 83(1986)-  41 56 28.     (N)    084 54 06.     (W)     SCALED    
 MD0566* NAVD 88     -       309.771  (meters)    1016.31   (feet)  ADJUSTED  
 MD0566  ___________________________________________________________________
 MD0566  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 MD0566  DYNAMIC HT  -         309.658 (meters)    1015.94  (feet)  COMP
 MD0566  MODELED GRAV-     980,249.4   (mgal)                       NAVD 88
 MD0566
 MD0566  VERT ORDER  -  SECOND    CLASS 0
 MD0566
 MD0566.The horizontal coordinates were scaled from a topographic map and have
 MD0566.an estimated accuracy of +/- 6 seconds.
 MD0566
 MD0566.The orthometric height was determined by differential leveling
 MD0566.and adjusted by the National Geodetic Survey in June 1991..
 MD0566
 MD0566.The geoid height was determined by GEOID03.
 MD0566
 MD0566.The dynamic height is computed by dividing the NAVD 88
 MD0566.geopotential number by the normal gravity value computed on the
 MD0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0566.degrees latitude (g = 980.6199 gals.).
 MD0566
 MD0566.The modeled gravity was interpolated from observed gravity values.
 MD0566
 MD0566;                    North         East    Units  Estimated Accuracy
 MD0566;SPC MI S     -    49,140.    3,955,630.      MT  (+/- 180 meters Scaled)
 MD0566
 MD0566                          SUPERSEDED SURVEY CONTROL
 MD0566
 MD0566  NGVD 29 (??/??/92)  309.896  (m)         1016.72   (f) ADJ UNCH    2 0
 MD0566
 MD0566.Superseded values are not recommended for survey control.
 MD0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0566.See file dsdata.txt to determine how the superseded data were derived.
 MD0566
 MD0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM739453(NAD 83)
 MD0566_MARKER: DB = BENCH MARK DISK
 MD0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0566_STAMPING: G 113 1934
 MD0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0566+STABILITY: SURFACE MOTION
 MD0566
 MD0566  HISTORY     - Date     Condition        Report By
 MD0566  HISTORY     - 1934     MONUMENTED       CGS
 MD0566
 MD0566                          STATION DESCRIPTION
 MD0566
 MD0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0566'1.1 MI W FROM QUINCY.
 MD0566'1.1 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM QUINCY,
 MD0566'BRANCH COUNTY, ABOUT 231 YARDS WEST OF THE SIDE TRACK LEADING TO
 MD0566'THE SOUTH, AT THE CROSSING OF U.S. HIGHWAY 112, 39 YARDS
 MD0566'SOUTHWEST OF THE CROSSING OF THE CENTERLINE OF THE HIGHWAY AND
 MD0566'THE SOUTH RAIL, 32.4 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL
 MD0566'WITH THE RAIL.  A STANDARD DISK, STAMPED G 113 1934 AND SET IN
 MD0566'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0521 ***********************************************************************
 NE0521  DESIGNATION -  G 115 X
 NE0521  PID         -  NE0521
 NE0521  STATE/COUNTY-  MI/WAYNE
 NE0521  USGS QUAD   -  ROCKWOOD (1981)
 NE0521
 NE0521                         *CURRENT SURVEY CONTROL
 NE0521  ___________________________________________________________________
 NE0521* NAD 83(1986)-  42 06 04.     (N)    083 12 38.     (W)     SCALED    
 NE0521* NAVD 88     -       177.834  (meters)     583.44   (feet)  ADJUSTED  
 NE0521  ___________________________________________________________________
 NE0521  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0521  DYNAMIC HT  -         177.775 (meters)     583.25  (feet)  COMP
 NE0521  MODELED GRAV-     980,286.9   (mgal)                       NAVD 88
 NE0521
 NE0521  VERT ORDER  -  FIRST     CLASS I
 NE0521
 NE0521.The horizontal coordinates were scaled from a topographic map and have
 NE0521.an estimated accuracy of +/- 6 seconds.
 NE0521
 NE0521.The orthometric height was determined by differential leveling
 NE0521.and adjusted by the National Geodetic Survey in June 1991..
 NE0521
 NE0521.The geoid height was determined by GEOID03.
 NE0521
 NE0521.The dynamic height is computed by dividing the NAVD 88
 NE0521.geopotential number by the normal gravity value computed on the
 NE0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0521.degrees latitude (g = 980.6199 gals.).
 NE0521
 NE0521.The modeled gravity was interpolated from observed gravity values.
 NE0521
 NE0521;                    North         East    Units  Estimated Accuracy
 NE0521;SPC MI S     -    67,430.    4,095,630.      MT  (+/- 180 meters Scaled)
 NE0521
 NE0521                          SUPERSEDED SURVEY CONTROL
 NE0521
 NE0521  NGVD 29 (??/??/92)  178.001  (m)          583.99   (f) ADJ UNCH    1 1
 NE0521
 NE0521.Superseded values are not recommended for survey control.
 NE0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0521.See file dsdata.txt to determine how the superseded data were derived.
 NE0521
 NE0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG172633(NAD 83)
 NE0521_MARKER: DB = BENCH MARK DISK
 NE0521_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0521_SP_SET: CONCRETE BASE
 NE0521_STAMPING: 583.870 G 115 X 1934
 NE0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0521
 NE0521  HISTORY     - Date     Condition        Report By
 NE0521  HISTORY     - 1934     MONUMENTED       CGS
 NE0521  HISTORY     - 1968     GOOD             NGS
 NE0521  HISTORY     - 1987     GOOD             USPSQD
 NE0521  HISTORY     - 1988     GOOD             USPSQD
 NE0521  HISTORY     - 1989     GOOD             USPSQD
 NE0521
 NE0521                          STATION DESCRIPTION
 NE0521
 NE0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0521'1.8 MI NW FROM GIBRALTAR.
 NE0521'ABOUT 1.3 MILES WEST ALONG MIDDLE GIBRALTAR ROAD FROM THE BRIDGE
 NE0521'OVER GIBRALTAR WATERWAY, THENCE 0.5 MILE NORTHEAST ALONG THE
 NE0521'PENN CENTRAL RAILROAD, ABOUT 13 1/2 RAILS NORTHEAST OF THE
 NE0521'NORTHEAST END OF THE RAILROAD BRIDGE OVER BROWNSTOWN CREEK,
 NE0521'SET ON THE TOP OF THE WEST CORNER OF A CONCRETE BASE FOR SIGNAL
 NE0521'NO. D 192, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL AND 1 FOOT
 NE0521'BELOW THE LEVEL OF THE TRACK.
 NE0521
 NE0521                          STATION RECOVERY (1987)
 NE0521
 NE0521'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0521'RECOVERED IN GOOD CONDITION.
 NE0521
 NE0521                          STATION RECOVERY (1988)
 NE0521
 NE0521'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0521'RECOVERED IN GOOD CONDITION.
 NE0521
 NE0521                          STATION RECOVERY (1989)
 NE0521
 NE0521'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0360 ***********************************************************************
 NF0360  DESIGNATION -  G 116
 NF0360  PID         -  NF0360
 NF0360  STATE/COUNTY-  MI/BARRY
 NF0360  USGS QUAD   -  CLOVERDALE (1982)
 NF0360
 NF0360                         *CURRENT SURVEY CONTROL
 NF0360  ___________________________________________________________________
 NF0360* NAD 83(1986)-  42 30 43.     (N)    085 24 25.     (W)     SCALED    
 NF0360* NAVD 88     -       288.152  (meters)     945.38   (feet)  ADJUSTED  
 NF0360  ___________________________________________________________________
 NF0360  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 NF0360  DYNAMIC HT  -         288.063 (meters)     945.09  (feet)  COMP
 NF0360  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NF0360
 NF0360  VERT ORDER  -  SECOND    CLASS 0
 NF0360
 NF0360.The horizontal coordinates were scaled from a topographic map and have
 NF0360.an estimated accuracy of +/- 6 seconds.
 NF0360
 NF0360.The orthometric height was determined by differential leveling
 NF0360.and adjusted by the National Geodetic Survey in June 1991..
 NF0360
 NF0360.The geoid height was determined by GEOID03.
 NF0360
 NF0360.The dynamic height is computed by dividing the NAVD 88
 NF0360.geopotential number by the normal gravity value computed on the
 NF0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0360.degrees latitude (g = 980.6199 gals.).
 NF0360
 NF0360.The modeled gravity was interpolated from observed gravity values.
 NF0360
 NF0360;                    North         East    Units  Estimated Accuracy
 NF0360;SPC MI S     -   112,930.    3,914,520.      MT  (+/- 180 meters Scaled)
 NF0360
 NF0360                          SUPERSEDED SURVEY CONTROL
 NF0360
 NF0360  NGVD 29 (??/??/92)  288.274  (m)          945.78   (f) ADJ UNCH    2 0
 NF0360
 NF0360.Superseded values are not recommended for survey control.
 NF0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0360.See file dsdata.txt to determine how the superseded data were derived.
 NF0360
 NF0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN308078(NAD 83)
 NF0360_MARKER: DB = BENCH MARK DISK
 NF0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0360_STAMPING: G 116 1934 945.717
 NF0360_MARK LOGO: CGS   
 NF0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0360+STABILITY: SURFACE MOTION
 NF0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0360+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1995
 NF0360
 NF0360  HISTORY     - Date     Condition        Report By
 NF0360  HISTORY     - 1934     MONUMENTED       CGS
 NF0360  HISTORY     - 1948     GOOD             NGS
 NF0360  HISTORY     - 19951116 GOOD             MI-015
 NF0360
 NF0360                          STATION DESCRIPTION
 NF0360
 NF0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0360'2.4 MI S FROM CLOVERDALE.
 NF0360'2.35 MILES SOUTH ALONG STATE HIGHWAY 43 FROM THE POST OFFICE AT
 NF0360'CLOVERDALE, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY WITH
 NF0360'TANGENTS NORTHEAST AND WEST AND THE CROSSING OF AN ABANDONED
 NF0360'RAILROAD BED, 57 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 NF0360'26 FEET EAST OF THE CENTER LINE OF THE OLD RAILROAD BED, 7 FEET
 NF0360'WEST OF OLD RAILROAD R/W FENCE LINE, 1.5 FEET WEST OF TELEPHONE
 NF0360'POLE NO. 924, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NF0360'3 FEET ABOVE THE OLD RAILROAD BED, 1 FOOT ABOVE THE HIGHWAY AND
 NF0360'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0360
 NF0360                          STATION RECOVERY (1995)
 NF0360
 NF0360'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0360'TO REACH STATION FROM POST OFFICE (EST. 1983) AT CLOVERDALE AND M-43
 NF0360'GO SOUTH FROM POST OFFICE FOR 2.6 MI (4.2 KM) TO THE INTERSECTION OF
 NF0360'M-43 AND AN ABANDONED RAIL ROAD CROSSING AND STATION ON THE LEFT.
 NF0360'STATION IS 61.6 FEET (18.8 M) SOUTHEAST OF THE CENTERLINE OF M-43, 37
 NF0360'FEET (11.3 M) SOUTHWEST OF THE CENTERLINE OF A GRAVEL DRIVEWAY, 7 FEET
 NF0360'(2.1 M) WEST OF THE RAILROAD RIGHT-OF-WAY FENCE, 26 FEET (7.9 M) EAST
 NF0360'OF THE CENTERLINE OF THE OLD RAIL ROAD BED, 3 FEET (0.9 M) ABOVE THE
 NF0360'OLD RAIL ROAD BED, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0838 ***********************************************************************
 ME0838  DESIGNATION -  G 118
 ME0838  PID         -  ME0838
 ME0838  STATE/COUNTY-  MI/BERRIEN
 ME0838  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME0838
 ME0838                         *CURRENT SURVEY CONTROL
 ME0838  ___________________________________________________________________
 ME0838* NAD 83(1986)-  41 50 51.     (N)    086 40 03.     (W)     SCALED    
 ME0838* NAVD 88     -       198.441  (meters)     651.05   (feet)  ADJUSTED  
 ME0838  ___________________________________________________________________
 ME0838  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 ME0838  DYNAMIC HT  -         198.369 (meters)     650.82  (feet)  COMP
 ME0838  MODELED GRAV-     980,255.6   (mgal)                       NAVD 88
 ME0838
 ME0838  VERT ORDER  -  SECOND    CLASS 0
 ME0838
 ME0838.The horizontal coordinates were scaled from a topographic map and have
 ME0838.an estimated accuracy of +/- 6 seconds.
 ME0838
 ME0838.The orthometric height was determined by differential leveling
 ME0838.and adjusted by the National Geodetic Survey in June 1991..
 ME0838
 ME0838.The geoid height was determined by GEOID03.
 ME0838
 ME0838.The dynamic height is computed by dividing the NAVD 88
 ME0838.geopotential number by the normal gravity value computed on the
 ME0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0838.degrees latitude (g = 980.6199 gals.).
 ME0838
 ME0838.The modeled gravity was interpolated from observed gravity values.
 ME0838
 ME0838;                    North         East    Units  Estimated Accuracy
 ME0838;SPC MI S     -    41,210.    3,808,930.      MT  (+/- 180 meters Scaled)
 ME0838
 ME0838                          SUPERSEDED SURVEY CONTROL
 ME0838
 ME0838  NGVD 29 (??/??/92)  198.559  (m)          651.44   (f) ADJ UNCH    2 0
 ME0838
 ME0838.Superseded values are not recommended for survey control.
 ME0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0838.See file dsdata.txt to determine how the superseded data were derived.
 ME0838
 ME0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM276328(NAD 83)
 ME0838_MARKER: DB = BENCH MARK DISK
 ME0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0838_STAMPING: G 118 1934
 ME0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0838+STABILITY: SURFACE MOTION
 ME0838
 ME0838  HISTORY     - Date     Condition        Report By
 ME0838  HISTORY     - 1934     MONUMENTED       CGS
 ME0838  HISTORY     - 1985     MARK NOT FOUND   NGS
 ME0838
 ME0838                          STATION DESCRIPTION
 ME0838
 ME0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0838'AT LAKESIDE.
 ME0838'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0838'RAILWAY, APPROXIMATELY 55 YARDS SOUTHEAST OF THE CENTER LINE OF
 ME0838'U.S. HIGHWAY 12, 19 YARDS SOUTHEAST OF THE FLAG STOP TOWER IN
 ME0838'FRONT OF THE LAKESIDE STATION, 3 1/2 RAILS NORTHEAST OF THE
 ME0838'CENTER LINE OF THE CROSSING OF A ROAD LEADING TO THE CHIKAMING
 ME0838'COUNTRY CLUB, 10 YARDS SOUTHEAST OF THE SOUTHEAST RAIL, 2 YARDS
 ME0838'WEST OF A RAILWAY TELEGRAPH POLE, A CONCRETE POST, 1 FOOT ABOVE
 ME0838'THE GROUND.  A STANDARD DISK, STAMPED G 118 1934.
 ME0838
 ME0838                          STATION RECOVERY (1985)
 ME0838
 ME0838'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0838'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1042 ***********************************************************************
 RL1042  DESIGNATION -  G 119
 RL1042  PID         -  RL1042
 RL1042  STATE/COUNTY-  MI/GOGEBIC
 RL1042  USGS QUAD   -  IMP LAKE (1982)
 RL1042
 RL1042                         *CURRENT SURVEY CONTROL
 RL1042  ___________________________________________________________________
 RL1042* NAD 83(1986)-  46 12 15.     (N)    089 01 14.     (W)     SCALED    
 RL1042* NAVD 88     -       545.645  (meters)    1790.17   (feet)  ADJUSTED  
 RL1042  ___________________________________________________________________
 RL1042  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 RL1042  DYNAMIC HT  -         545.654 (meters)    1790.20  (feet)  COMP
 RL1042  MODELED GRAV-     980,612.2   (mgal)                       NAVD 88
 RL1042
 RL1042  VERT ORDER  -  SECOND    CLASS 0
 RL1042
 RL1042.The horizontal coordinates were scaled from a topographic map and have
 RL1042.an estimated accuracy of +/- 6 seconds.
 RL1042
 RL1042.The orthometric height was determined by differential leveling
 RL1042.and adjusted by the National Geodetic Survey in June 1991..
 RL1042
 RL1042.The geoid height was determined by GEOID03.
 RL1042
 RL1042.The dynamic height is computed by dividing the NAVD 88
 RL1042.geopotential number by the normal gravity value computed on the
 RL1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1042.degrees latitude (g = 980.6199 gals.).
 RL1042
 RL1042.The modeled gravity was interpolated from observed gravity values.
 RL1042
 RL1042;                    North         East    Units  Estimated Accuracy
 RL1042;SPC MI N     -   159,900.    7,844,090.      MT  (+/- 180 meters Scaled)
 RL1042
 RL1042                          SUPERSEDED SURVEY CONTROL
 RL1042
 RL1042  NGVD 29 (??/??/92)  545.662  (m)         1790.23   (f) ADJ UNCH    2 0
 RL1042
 RL1042.Superseded values are not recommended for survey control.
 RL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1042.See file dsdata.txt to determine how the superseded data were derived.
 RL1042
 RL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS441187(NAD 83)
 RL1042_MARKER: DB = BENCH MARK DISK
 RL1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1042_STAMPING: G 119 1948
 RL1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1042+STABILITY: SURFACE MOTION
 RL1042
 RL1042  HISTORY     - Date     Condition        Report By
 RL1042  HISTORY     - 1948     MONUMENTED       CGS
 RL1042  HISTORY     - 1988     GOOD             USPSQD
 RL1042  HISTORY     - 20000620 MARK NOT FOUND   MIDT
 RL1042
 RL1042                          STATION DESCRIPTION
 RL1042
 RL1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1042'9 MI SE FROM WATERSMEET.
 RL1042'ABOUT 9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1042'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, AT THE TOP OF
 RL1042'A GRADE AND AT A CROSS ROAD (NORTHEAST TO TAMARACK LAKE AND
 RL1042'SOUTHWEST TO LAC VIEUX DESERT AND INDIAN VILLAGE) (CROSSROAD
 RL1042'ALSO MARKED MISSISSIPPI RIVER - LAKE SUPERIOR AND LAKE MICHIGAN
 RL1042'WATER SHEDS) 133 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL1042'HIGHWAY, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD
 RL1042'SOUTHWEST, 58 FEET SOUTHWEST OF A HIGHWAY R/W MARKER, 2 FEET
 RL1042'NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE
 RL1042'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1042
 RL1042                          STATION RECOVERY (1988)
 RL1042
 RL1042'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1042'RECOVERED IN GOOD CONDITION.
 RL1042
 RL1042                          STATION RECOVERY (2000)
 RL1042
 RL1042'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1042'CONCRETE POST WAS FOUND DESTROYED AND THE WAS DISK RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0113 ***********************************************************************
 QK0113  DESIGNATION -  G 12
 QK0113  PID         -  QK0113
 QK0113  STATE/COUNTY-  MI/CHEBOYGAN
 QK0113  USGS QUAD   -  INDIAN RIVER (1986)
 QK0113
 QK0113                         *CURRENT SURVEY CONTROL
 QK0113  ___________________________________________________________________
 QK0113* NAD 83(1986)-  45 27 18.     (N)    084 35 22.     (W)     SCALED    
 QK0113* NAVD 88     -       187.365  (meters)     614.71   (feet)  ADJUSTED  
 QK0113  ___________________________________________________________________
 QK0113  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 QK0113  DYNAMIC HT  -         187.363 (meters)     614.71  (feet)  COMP
 QK0113  MODELED GRAV-     980,601.9   (mgal)                       NAVD 88
 QK0113
 QK0113  VERT ORDER  -  FIRST     CLASS II
 QK0113
 QK0113.The horizontal coordinates were scaled from a topographic map and have
 QK0113.an estimated accuracy of +/- 6 seconds.
 QK0113
 QK0113.The orthometric height was determined by differential leveling
 QK0113.and adjusted by the National Geodetic Survey in June 1991..
 QK0113
 QK0113.The geoid height was determined by GEOID03.
 QK0113
 QK0113.The dynamic height is computed by dividing the NAVD 88
 QK0113.geopotential number by the normal gravity value computed on the
 QK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0113.degrees latitude (g = 980.6199 gals.).
 QK0113
 QK0113.The modeled gravity was interpolated from observed gravity values.
 QK0113
 QK0113;                    North         East    Units  Estimated Accuracy
 QK0113;SPC MI C     -   237,640.    5,982,580.      MT  (+/- 180 meters Scaled)
 QK0113
 QK0113                          SUPERSEDED SURVEY CONTROL
 QK0113
 QK0113  NGVD 29 (??/??/92)  187.383  (m)          614.77   (f) ADJ UNCH    1 2
 QK0113
 QK0113.Superseded values are not recommended for survey control.
 QK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0113.See file dsdata.txt to determine how the superseded data were derived.
 QK0113
 QK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR884363(NAD 83)
 QK0113_MARKER: DB = BENCH MARK DISK
 QK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0113_STAMPING: ELEV 614.772 FT G 12 1916
 QK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0113+STABILITY: SURFACE MOTION
 QK0113
 QK0113  HISTORY     - Date     Condition        Report By
 QK0113  HISTORY     - 1916     MONUMENTED       CGS
 QK0113  HISTORY     - 1934     GOOD             NGS
 QK0113  HISTORY     - 1973     MARK NOT FOUND   NGS
 QK0113  HISTORY     - 1982     MARK NOT FOUND   USGS
 QK0113
 QK0113                          STATION DESCRIPTION
 QK0113
 QK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0113'AT GRAND VIEW.
 QK0113'AT GRAND VIEW, CHEBOYGAN COUNTY, ON THE MICHIGAN CENTRAL RAILROAD
 QK0113'0.3 MILE SOUTH OF MILEPOST 30, 0.2 MILE NORTH OF A ROAD CROSSING,
 QK0113'10 YARDS NORTH OF THE OLD SITE OF THE STATION, OPPOSITE A BLUFF
 QK0113'ON THE WEST SIDE OF THE TRACK, 44.3 FEET EAST OF THE EAST RAIL,
 QK0113'AND 1-1/2 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0113'ELEV. 614.772 FT. G 12 1916 AND SET IN THE TOP OF A CONCRETE
 QK0113'POST PROJECTING 10 INCHES ABOVE GROUND.
 QK0113
 QK0113                          STATION RECOVERY (1973)
 QK0113
 QK0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 QK0113'MARK NOT FOUND.
 QK0113
 QK0113                          STATION RECOVERY (1982)
 QK0113
 QK0113'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 QK0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0389 ***********************************************************************
 RL0389  DESIGNATION -  G 120
 RL0389  PID         -  RL0389
 RL0389  STATE/COUNTY-  MI/IRON
 RL0389  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0389
 RL0389                         *CURRENT SURVEY CONTROL
 RL0389  ___________________________________________________________________
 RL0389* NAD 83(1986)-  46 13 09.     (N)    088 58 03.     (W)     SCALED    
 RL0389* NAVD 88     -       503.999  (meters)    1653.54   (feet)  ADJUSTED  
 RL0389  ___________________________________________________________________
 RL0389  GEOID HEIGHT-         -31.53  (meters)                     GEOID03
 RL0389  DYNAMIC HT  -         504.007 (meters)    1653.56  (feet)  COMP
 RL0389  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 RL0389
 RL0389  VERT ORDER  -  SECOND    CLASS 0
 RL0389
 RL0389.The horizontal coordinates were scaled from a topographic map and have
 RL0389.an estimated accuracy of +/- 6 seconds.
 RL0389
 RL0389.The orthometric height was determined by differential leveling
 RL0389.and adjusted by the National Geodetic Survey in June 1991..
 RL0389
 RL0389.The geoid height was determined by GEOID03.
 RL0389
 RL0389.The dynamic height is computed by dividing the NAVD 88
 RL0389.geopotential number by the normal gravity value computed on the
 RL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0389.degrees latitude (g = 980.6199 gals.).
 RL0389
 RL0389.The modeled gravity was interpolated from observed gravity values.
 RL0389
 RL0389;                    North         East    Units  Estimated Accuracy
 RL0389;SPC MI N     -   161,470.    7,848,220.      MT  (+/- 180 meters Scaled)
 RL0389
 RL0389                          SUPERSEDED SURVEY CONTROL
 RL0389
 RL0389  NGVD 29 (??/??/92)  504.017  (m)         1653.60   (f) ADJ UNCH    2 0
 RL0389
 RL0389.Superseded values are not recommended for survey control.
 RL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0389.See file dsdata.txt to determine how the superseded data were derived.
 RL0389
 RL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS482202(NAD 83)
 RL0389_MARKER: DB = BENCH MARK DISK
 RL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0389_STAMPING: G 120 1948
 RL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0389+STABILITY: SURFACE MOTION
 RL0389
 RL0389  HISTORY     - Date     Condition        Report By
 RL0389  HISTORY     - 1948     MONUMENTED       CGS
 RL0389
 RL0389                          STATION DESCRIPTION
 RL0389
 RL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0389'12 MI E FROM WATERSMEET.
 RL0389'9.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RL0389'U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 2.95 MILES NORTHEAST
 RL0389'ALONG A GRAVEL ROAD LEADING TO TAMARACK LAKE, ON THE OUTSIDE
 RL0389'OF A LONG CURVE WITH TANGENTS NORTH AND SOUTHWEST, 19 FEET EAST
 RL0389'OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF THE CENTER
 RL0389'LINE OF A SHORT TRAIL EAST TO A CAMP SITE, 13 FEET NORTHWEST
 RL0389'OF A 20-INCH MAPLE TREE, 2.5 FEET NORTH OF A WHITE WOODEN
 RL0389'WITNESS POST, LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0389'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0402 ***********************************************************************
 RL0402  DESIGNATION -  G 121
 RL0402  PID         -  RL0402
 RL0402  STATE/COUNTY-  MI/IRON
 RL0402  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0402
 RL0402                         *CURRENT SURVEY CONTROL
 RL0402  ___________________________________________________________________
 RL0402* NAD 83(1986)-  46 10 29.     (N)    088 52 42.     (W)     SCALED    
 RL0402* NAVD 88     -       514.957  (meters)    1689.49   (feet)  ADJUSTED  
 RL0402  ___________________________________________________________________
 RL0402  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL0402  DYNAMIC HT  -         514.966 (meters)    1689.52  (feet)  COMP
 RL0402  MODELED GRAV-     980,616.2   (mgal)                       NAVD 88
 RL0402
 RL0402  VERT ORDER  -  SECOND    CLASS 0
 RL0402
 RL0402.The horizontal coordinates were scaled from a topographic map and have
 RL0402.an estimated accuracy of +/- 6 seconds.
 RL0402
 RL0402.The orthometric height was determined by differential leveling
 RL0402.and adjusted by the National Geodetic Survey in June 1991..
 RL0402
 RL0402.The geoid height was determined by GEOID03.
 RL0402
 RL0402.The dynamic height is computed by dividing the NAVD 88
 RL0402.geopotential number by the normal gravity value computed on the
 RL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0402.degrees latitude (g = 980.6199 gals.).
 RL0402
 RL0402.The modeled gravity was interpolated from observed gravity values.
 RL0402
 RL0402;                    North         East    Units  Estimated Accuracy
 RL0402;SPC MI N     -   156,360.    7,854,980.      MT  (+/- 180 meters Scaled)
 RL0402
 RL0402                          SUPERSEDED SURVEY CONTROL
 RL0402
 RL0402  NGVD 29 (??/??/92)  514.976  (m)         1689.55   (f) ADJ UNCH    2 0
 RL0402
 RL0402.Superseded values are not recommended for survey control.
 RL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0402.See file dsdata.txt to determine how the superseded data were derived.
 RL0402
 RL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS550151(NAD 83)
 RL0402_MARKER: DB = BENCH MARK DISK
 RL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0402_STAMPING: G 121 1948
 RL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0402+STABILITY: SURFACE MOTION
 RL0402
 RL0402  HISTORY     - Date     Condition        Report By
 RL0402  HISTORY     - 1948     MONUMENTED       CGS
 RL0402  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0402
 RL0402                          STATION DESCRIPTION
 RL0402
 RL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0402'4.2 MI S FROM ELMWOOD.
 RL0402'4.0 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM ITS
 RL0402'CROSSING WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0402'THENCE ABOUT 0.15 MILE SOUTHEAST AND UP HILL TO THE GOLDEN GATE
 RL0402'LOOKOUT TOWER, AT THE LOOKOUT TOWER, 15 FEET SOUTH OF THE
 RL0402'SOUTHWEST LEG OF THE WOODEN LOOKOUT TOWER, 69 FEET SOUTHEAST
 RL0402'OF THE SOUTHEAST CORNER OF A SMALL RESIDENCE, 46 FEET SOUTHEAST
 RL0402'OF THE CENTER OF A WELL WITH PUMP, 2 FEET EAST OF A WHITE WOODEN
 RL0402'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0402'4 INCHES.
 RL0402
 RL0402                          STATION RECOVERY (2002)
 RL0402
 RL0402'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0343 ***********************************************************************
 RL0343  DESIGNATION -  G 122
 RL0343  PID         -  RL0343
 RL0343  STATE/COUNTY-  MI/IRON
 RL0343  USGS QUAD   -  
 RL0343
 RL0343                         *CURRENT SURVEY CONTROL
 RL0343  ___________________________________________________________________
 RL0343* NAD 83(1986)-  46 23 01.     (N)    088 59 07.     (W)     SCALED    
 RL0343* NAVD 88     -       491.769  (meters)    1613.41   (feet)  ADJUSTED  
 RL0343  ___________________________________________________________________
 RL0343  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 RL0343  DYNAMIC HT  -         491.778 (meters)    1613.44  (feet)  COMP
 RL0343  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 RL0343
 RL0343  VERT ORDER  -  SECOND    CLASS 0
 RL0343
 RL0343.The horizontal coordinates were scaled from a topographic map and have
 RL0343.an estimated accuracy of +/- 6 seconds.
 RL0343
 RL0343.The orthometric height was determined by differential leveling
 RL0343.and adjusted by the National Geodetic Survey in June 1991..
 RL0343
 RL0343.The geoid height was determined by GEOID03.
 RL0343
 RL0343.The dynamic height is computed by dividing the NAVD 88
 RL0343.geopotential number by the normal gravity value computed on the
 RL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0343.degrees latitude (g = 980.6199 gals.).
 RL0343
 RL0343.The modeled gravity was interpolated from observed gravity values.
 RL0343
 RL0343;                    North         East    Units  Estimated Accuracy
 RL0343;SPC MI N     -   179,770.    7,847,310.      MT  (+/- 180 meters Scaled)
 RL0343
 RL0343                          SUPERSEDED SURVEY CONTROL
 RL0343
 RL0343  NGVD 29 (??/??/92)  491.782  (m)         1613.45   (f) ADJ UNCH    2 0
 RL0343
 RL0343.Superseded values are not recommended for survey control.
 RL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0343.See file dsdata.txt to determine how the superseded data were derived.
 RL0343
 RL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS473385(NAD 83)
 RL0343_MARKER: DB = BENCH MARK DISK
 RL0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0343_STAMPING: G 122 1948
 RL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0343+STABILITY: SURFACE MOTION
 RL0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0343+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0343
 RL0343  HISTORY     - Date     Condition        Report By
 RL0343  HISTORY     - 1948     MONUMENTED       CGS
 RL0343  HISTORY     - 1985     GOOD             NGS
 RL0343  HISTORY     - 20040526 GOOD             GEOCAC
 RL0343
 RL0343                          STATION DESCRIPTION
 RL0343
 RL0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0343'5.9 MI SE FROM CALDERWOOD.
 RL0343'5.9 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 RL0343'JUNCTION AT CALDERWOOD, ABOUT 0.9 MILE SOUTHEAST OF THE JUNCTION
 RL0343'OF A ROAD NORTH TO TROUT CREEK, AT THE JUNCTION OF A GRAVEL
 RL0343'ROAD SOUTHEAST, 110 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 RL0343'OF THE NORTH LEG OF ROAD SOUTHEAST, 21 FEET SOUTHWEST OF THE
 RL0343'CENTER LINE OF THE ROAD, AT THE NORTHWEST END OF A 1 1/2 FOOT
 RL0343'CUT 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0343'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0343'4 INCHES.
 RL0343
 RL0343                          STATION RECOVERY (1985)
 RL0343
 RL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0343'RECOVERED IN GOOD CONDITION.
 RL0343
 RL0343                          STATION RECOVERY (2004)
 RL0343
 RL0343'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0343'DGPS POSITION
 RL0343'NAD 83(1986)- 46 23 04.4 (N) - 088 59 12.4 (W) GARMIN GPS V
 RL0343' 
 RL0343'ALONG (NAT'T FOREST ROAD) FR 4500, ABOUT 0.05 MILE NORTHWEST OF THE
 RL0343'JUNCTION WITH  FR 3636 AND 1 FT SE OF AN EXISTING METAL WITNESS POST
 RL0343'WITH SIGN ATTACHED.
 RL0343' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0351 ***********************************************************************
 RL0351  DESIGNATION -  G 123
 RL0351  PID         -  RL0351
 RL0351  STATE/COUNTY-  MI/IRON
 RL0351  USGS QUAD   -  
 RL0351
 RL0351                         *CURRENT SURVEY CONTROL
 RL0351  ___________________________________________________________________
 RL0351* NAD 83(1986)-  46 23 58.     (N)    088 55 16.     (W)     SCALED    
 RL0351* NAVD 88     -       479.974  (meters)    1574.71   (feet)  ADJUSTED  
 RL0351  ___________________________________________________________________
 RL0351  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 RL0351  DYNAMIC HT  -         479.984 (meters)    1574.75  (feet)  COMP
 RL0351  MODELED GRAV-     980,620.0   (mgal)                       NAVD 88
 RL0351
 RL0351  VERT ORDER  -  SECOND    CLASS 0
 RL0351
 RL0351.The horizontal coordinates were scaled from a topographic map and have
 RL0351.an estimated accuracy of +/- 6 seconds.
 RL0351
 RL0351.The orthometric height was determined by differential leveling
 RL0351.and adjusted by the National Geodetic Survey in June 1991..
 RL0351
 RL0351.The geoid height was determined by GEOID03.
 RL0351
 RL0351.The dynamic height is computed by dividing the NAVD 88
 RL0351.geopotential number by the normal gravity value computed on the
 RL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0351.degrees latitude (g = 980.6199 gals.).
 RL0351
 RL0351.The modeled gravity was interpolated from observed gravity values.
 RL0351
 RL0351;                    North         East    Units  Estimated Accuracy
 RL0351;SPC MI N     -   181,410.    7,852,290.      MT  (+/- 180 meters Scaled)
 RL0351
 RL0351                          SUPERSEDED SURVEY CONTROL
 RL0351
 RL0351  NGVD 29 (??/??/92)  479.986  (m)         1574.75   (f) ADJ UNCH    2 0
 RL0351
 RL0351.Superseded values are not recommended for survey control.
 RL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0351.See file dsdata.txt to determine how the superseded data were derived.
 RL0351
 RL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS523402(NAD 83)
 RL0351_MARKER: DB = BENCH MARK DISK
 RL0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0351_STAMPING: G 123 1948
 RL0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0351+STABILITY: SURFACE MOTION
 RL0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0351+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0351
 RL0351  HISTORY     - Date     Condition        Report By
 RL0351  HISTORY     - 1948     MONUMENTED       CGS
 RL0351  HISTORY     - 1985     GOOD             NGS
 RL0351  HISTORY     - 19970625 GOOD             USPSQD
 RL0351  HISTORY     - 20020613 GOOD             USPSQD
 RL0351  HISTORY     - 20040526 GOOD             GEOCAC
 RL0351
 RL0351                          STATION DESCRIPTION
 RL0351
 RL0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0351'7.5 MI SW FROM KENTON.
 RL0351'6.05 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM THE POST
 RL0351'OFFICE AT KENTON, THENCE ABOUT 1.45 MILES SOUTHWEST ALONG A
 RL0351'GRAVEL ROAD, ABOUT 0.5 MILE SOUTHWEST OF A WOODEN BRIDGE OVER
 RL0351'A CREEK, AT THE JUNCTION OF A TRAIL NORTH, 29 FEET NORTHWEST OF
 RL0351'THE CENTER LINE OF THE ROAD, 11 FEET WEST OF THE CENTER LINE
 RL0351'OF THE TRAIL, 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0351'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0351'PROJECTING 3 INCHES.
 RL0351
 RL0351                          STATION RECOVERY (1985)
 RL0351
 RL0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0351'RECOVERED IN GOOD CONDITION.
 RL0351
 RL0351                          STATION RECOVERY (1997)
 RL0351
 RL0351'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0351'RECOVERED IN GOOD CONDITION.
 RL0351
 RL0351                          STATION RECOVERY (2002)
 RL0351
 RL0351'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0351'RECOVERED IN GOOD CONDITION.
 RL0351
 RL0351                          STATION RECOVERY (2004)
 RL0351
 RL0351'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0351'DGPS POSITION
 RL0351'NAD 83 -  46 23 57.4(N) -  088 55 18.1 (W) GARMIN GPS V
 RL0351' 
 RL0351'1 FT NORTH OF AN EXISTING METAL WITNESS POST WITH SIGN ATTACHED AND
 RL0351'5-INCHES BELOW LEVEL WITH GROUND.
 RL0351' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0418 ***********************************************************************
 RL0418  DESIGNATION -  G 124
 RL0418  PID         -  RL0418
 RL0418  STATE/COUNTY-  MI/IRON
 RL0418  USGS QUAD   -  SMOKY LAKE (1981)
 RL0418
 RL0418                         *CURRENT SURVEY CONTROL
 RL0418  ___________________________________________________________________
 RL0418* NAD 83(1986)-  46 06 02.     (N)    088 52 36.     (W)     SCALED    
 RL0418* NAVD 88     -       504.737  (meters)    1655.96   (feet)  ADJUSTED  
 RL0418  ___________________________________________________________________
 RL0418  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RL0418  DYNAMIC HT  -         504.740 (meters)    1655.97  (feet)  COMP
 RL0418  MODELED GRAV-     980,605.2   (mgal)                       NAVD 88
 RL0418
 RL0418  VERT ORDER  -  SECOND    CLASS 0
 RL0418
 RL0418.The horizontal coordinates were scaled from a topographic map and have
 RL0418.an estimated accuracy of +/- 6 seconds.
 RL0418
 RL0418.The orthometric height was determined by differential leveling
 RL0418.and adjusted by the National Geodetic Survey in June 1991..
 RL0418
 RL0418.The geoid height was determined by GEOID03.
 RL0418
 RL0418.The dynamic height is computed by dividing the NAVD 88
 RL0418.geopotential number by the normal gravity value computed on the
 RL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0418.degrees latitude (g = 980.6199 gals.).
 RL0418
 RL0418.The modeled gravity was interpolated from observed gravity values.
 RL0418
 RL0418;                    North         East    Units  Estimated Accuracy
 RL0418;SPC MI N     -   148,120.    7,854,920.      MT  (+/- 180 meters Scaled)
 RL0418
 RL0418                          SUPERSEDED SURVEY CONTROL
 RL0418
 RL0418  NGVD 29 (??/??/92)  504.747  (m)         1655.99   (f) ADJ UNCH    2 0
 RL0418
 RL0418.Superseded values are not recommended for survey control.
 RL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0418.See file dsdata.txt to determine how the superseded data were derived.
 RL0418
 RL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS549069(NAD 83)
 RL0418_MARKER: DB = BENCH MARK DISK
 RL0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0418_STAMPING: G 124 1948
 RL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0418+STABILITY: SURFACE MOTION
 RL0418
 RL0418  HISTORY     - Date     Condition        Report By
 RL0418  HISTORY     - 1948     MONUMENTED       CGS
 RL0418  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0418  HISTORY     - 20050428 MARK NOT FOUND   GEOCAC
 RL0418
 RL0418                          STATION DESCRIPTION
 RL0418
 RL0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0418'8.2 MI SW FROM BEECHWOOD.
 RL0418'8.15 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING
 RL0418'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT 0.55
 RL0418'MILE SOUTHWEST OF PENDELTON CREEK, ABOUT 0.1 MILE NORTHEAST
 RL0418'OF THE TOP OF A GRADE, AT THE JUNCTION OF A TRAIL SOUTHEAST, 33
 RL0418'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 13.5 FEET
 RL0418'NORTHEAST OF THE CENTER LINE OF THE TRAIL, 8.5 FEET SOUTHWEST
 RL0418'OF A 20-INCH GRAY BIRCH TREE, 6 FEET NORTHWEST OF AN 18-INCH
 RL0418'MAPLE TREE, 3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0418'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0418'PROJECTING 3 INCHES.
 RL0418
 RL0418                          STATION RECOVERY (2002)
 RL0418
 RL0418'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0418'MARK NOT FOUND.
 RL0418
 RL0418                          STATION RECOVERY (2005)
 RL0418
 RL0418'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0418'THE SITE LOCATION HAS BEEN GRADED LEVEL WITH THE ROAD.  MARK IS LIKEY
 RL0418'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0256 ***********************************************************************
 RL0256  DESIGNATION -  G 125
 RL0256  PID         -  RL0256
 RL0256  STATE/COUNTY-  MI/IRON
 RL0256  USGS QUAD   -  AMASA (1975)
 RL0256
 RL0256                         *CURRENT SURVEY CONTROL
 RL0256  ___________________________________________________________________
 RL0256* NAD 83(1986)-  46 13 03.     (N)    088 27 38.     (W)     SCALED    
 RL0256* NAVD 88     -       437.079  (meters)    1433.98   (feet)  ADJUSTED  
 RL0256  ___________________________________________________________________
 RL0256  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 RL0256  DYNAMIC HT  -         437.091 (meters)    1434.02  (feet)  COMP
 RL0256  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 RL0256
 RL0256  VERT ORDER  -  SECOND    CLASS 0
 RL0256
 RL0256.The horizontal coordinates were scaled from a topographic map and have
 RL0256.an estimated accuracy of +/- 6 seconds.
 RL0256
 RL0256.The orthometric height was determined by differential leveling
 RL0256.and adjusted by the National Geodetic Survey in June 1991..
 RL0256
 RL0256.The geoid height was determined by GEOID03.
 RL0256
 RL0256.The dynamic height is computed by dividing the NAVD 88
 RL0256.geopotential number by the normal gravity value computed on the
 RL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0256.degrees latitude (g = 980.6199 gals.).
 RL0256
 RL0256.The modeled gravity was interpolated from observed gravity values.
 RL0256
 RL0256;                    North         East    Units  Estimated Accuracy
 RL0256;SPC MI N     -   160,440.    7,887,320.      MT  (+/- 180 meters Scaled)
 RL0256
 RL0256                          SUPERSEDED SURVEY CONTROL
 RL0256
 RL0256  NGVD 29 (??/??/92)  437.069  (m)         1433.95   (f) ADJ UNCH    2 0
 RL0256
 RL0256.Superseded values are not recommended for survey control.
 RL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0256.See file dsdata.txt to determine how the superseded data were derived.
 RL0256
 RL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS873192(NAD 83)
 RL0256_MARKER: DB = BENCH MARK DISK
 RL0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0256_STAMPING: G 125 1948
 RL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0256+STABILITY: SURFACE MOTION
 RL0256
 RL0256  HISTORY     - Date     Condition        Report By
 RL0256  HISTORY     - 1948     MONUMENTED       CGS
 RL0256
 RL0256                          STATION DESCRIPTION
 RL0256
 RL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0256'1.2 MI SW FROM AMASA.
 RL0256'1.2 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM THE JUNCTION
 RL0256'OF U.S. HIGHWAY 141 AT AMASA, AT AN EAST-WEST CROSS ROAD AND
 RL0256'THE JUNCTION OF A ROAD SOUTH, 31 FEET SOUTH OF THE CENTER LINE
 RL0256'OF THE EAST-WEST GRAVEL ROAD, 33 FEET EAST OF THE CENTER LINE
 RL0256'OF THE GRAVEL ROAD SOUTH, 49 FEET SOUTHEAST OF THE CENTER LINE
 RL0256'OF THE HIGHWAY, 6.5 FEET EAST OF POWER POLE NO. 35C N 38 2904
 RL0256'WITH LINES EAST, WEST AND SOUTH, 8.5 FEET EAST OF A FENCE CORNER,
 RL0256'1.2 FEET NORTH OF A WIRE FENCE, 2 FEET SOUTHEAST OF A WHITE
 RL0256'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 RL0256'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0307 ***********************************************************************
 RL0307  DESIGNATION -  G 127
 RL0307  PID         -  RL0307
 RL0307  STATE/COUNTY-  MI/IRON
 RL0307  USGS QUAD   -  TUNIS (1985)
 RL0307
 RL0307                         *CURRENT SURVEY CONTROL
 RL0307  ___________________________________________________________________
 RL0307* NAD 83(1986)-  46 23 17.     (N)    088 30 52.     (W)     SCALED    
 RL0307* NAVD 88     -       466.351  (meters)    1530.02   (feet)  ADJUSTED  
 RL0307  ___________________________________________________________________
 RL0307  GEOID HEIGHT-         -32.37  (meters)                     GEOID03
 RL0307  DYNAMIC HT  -         466.372 (meters)    1530.09  (feet)  COMP
 RL0307  MODELED GRAV-     980,644.4   (mgal)                       NAVD 88
 RL0307
 RL0307  VERT ORDER  -  SECOND    CLASS 0
 RL0307
 RL0307.The horizontal coordinates were scaled from a topographic map and have
 RL0307.an estimated accuracy of +/- 6 seconds.
 RL0307
 RL0307.The orthometric height was determined by differential leveling
 RL0307.and adjusted by the National Geodetic Survey in June 1991..
 RL0307
 RL0307.The geoid height was determined by GEOID03.
 RL0307
 RL0307.The dynamic height is computed by dividing the NAVD 88
 RL0307.geopotential number by the normal gravity value computed on the
 RL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0307.degrees latitude (g = 980.6199 gals.).
 RL0307
 RL0307.The modeled gravity was interpolated from observed gravity values.
 RL0307
 RL0307;                    North         East    Units  Estimated Accuracy
 RL0307;SPC MI N     -   179,470.    7,883,530.      MT  (+/- 180 meters Scaled)
 RL0307
 RL0307                          SUPERSEDED SURVEY CONTROL
 RL0307
 RL0307  NGVD 29 (??/??/92)  466.341  (m)         1529.99   (f) ADJ UNCH    2 0
 RL0307
 RL0307.Superseded values are not recommended for survey control.
 RL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0307.See file dsdata.txt to determine how the superseded data were derived.
 RL0307
 RL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS835382(NAD 83)
 RL0307_MARKER: DB = BENCH MARK DISK
 RL0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0307_STAMPING: G 127 1948
 RL0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0307+STABILITY: SURFACE MOTION
 RL0307
 RL0307  HISTORY     - Date     Condition        Report By
 RL0307  HISTORY     - 1948     MONUMENTED       CGS
 RL0307
 RL0307                          STATION DESCRIPTION
 RL0307
 RL0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0307'0.9 MI NE FROM PARK SIDING.
 RL0307'0.9 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 RL0307'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY STATION AT PARK SIDING,
 RL0307'ABOUT 0.6 MILE WEST OF A BRIDGE OVER WEST NETT RIVER, ABOUT 1.5
 RL0307'MILES SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 141, ABOUT 0.1
 RL0307'MILE WEST OF THE JUNCTION OF A PRIVATE ROAD NORTHWEST AND A SIGN
 RL0307'EDWARDS, 80 YARDS EAST OF A FENCE GAP AND A TWIN TOP SPRUCE
 RL0307'TREE, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL
 RL0307'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0307'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0666 ***********************************************************************
 RL0666  DESIGNATION -  G 128
 RL0666  PID         -  RL0666
 RL0666  STATE/COUNTY-  MI/BARAGA
 RL0666  USGS QUAD   -  COVINGTON (1985)
 RL0666
 RL0666                         *CURRENT SURVEY CONTROL
 RL0666  ___________________________________________________________________
 RL0666* NAD 83(1986)-  46 33 53.     (N)    088 31 57.     (W)     SCALED    
 RL0666* NAVD 88     -       492.322  (meters)    1615.23   (feet)  ADJUSTED  
 RL0666  ___________________________________________________________________
 RL0666  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 RL0666  DYNAMIC HT  -         492.333 (meters)    1615.26  (feet)  COMP
 RL0666  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 RL0666
 RL0666  VERT ORDER  -  SECOND    CLASS 0
 RL0666
 RL0666.The horizontal coordinates were scaled from a topographic map and have
 RL0666.an estimated accuracy of +/- 6 seconds.
 RL0666
 RL0666.The orthometric height was determined by differential leveling
 RL0666.and adjusted by the National Geodetic Survey in June 1991..
 RL0666
 RL0666.The geoid height was determined by GEOID03.
 RL0666
 RL0666.The dynamic height is computed by dividing the NAVD 88
 RL0666.geopotential number by the normal gravity value computed on the
 RL0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0666.degrees latitude (g = 980.6199 gals.).
 RL0666
 RL0666.The modeled gravity was interpolated from observed gravity values.
 RL0666
 RL0666;                    North         East    Units  Estimated Accuracy
 RL0666;SPC MI N     -   199,130.    7,882,520.      MT  (+/- 180 meters Scaled)
 RL0666
 RL0666                          SUPERSEDED SURVEY CONTROL
 RL0666
 RL0666  NGVD 29 (??/??/92)  492.301  (m)         1615.16   (f) ADJ UNCH    2 0
 RL0666
 RL0666.Superseded values are not recommended for survey control.
 RL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0666.See file dsdata.txt to determine how the superseded data were derived.
 RL0666
 RL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS825579(NAD 83)
 RL0666_MARKER: DB = BENCH MARK DISK
 RL0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0666_STAMPING: G 128 1948
 RL0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0666+STABILITY: SURFACE MOTION
 RL0666
 RL0666  HISTORY     - Date     Condition        Report By
 RL0666  HISTORY     - 1948     MONUMENTED       CGS
 RL0666  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0666  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0666  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0666  HISTORY     - 20040711 MARK NOT FOUND   GEOCAC
 RL0666
 RL0666                          STATION DESCRIPTION
 RL0666
 RL0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0666'1.8 MI NE FROM COVINGTON.
 RL0666'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION AT
 RL0666'COVINGTON, THENCE 1.05 MILE NORTH ALONG A GRAVEL ROAD, IN THE
 RL0666'NORTHWEST QUARTER OF THE INTESECTION WITH AN EAST-WEST CROSS
 RL0666'ROAD, ABOUT 110 YARDS NORTH OF A CHURCH ON THE EAST SIDE OF
 RL0666'THE ROAD, 58 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 RL0666'23 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 28 FEET NORTH
 RL0666'OF POWER POLE NO. 41884, 1 FOOT EAST OF A FENCE LINE, 2 FEET
 RL0666'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0666'MAIN ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0666
 RL0666                          STATION RECOVERY (1982)
 RL0666
 RL0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0666'MARK NOT FOUND.
 RL0666
 RL0666                          STATION RECOVERY (1985)
 RL0666
 RL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0666'MARK NOT FOUND.
 RL0666
 RL0666                          STATION RECOVERY (1992)
 RL0666
 RL0666'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0666'MARK NOT FOUND.
 RL0666
 RL0666                          STATION RECOVERY (2004)
 RL0666
 RL0666'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0666'THE EAST-WEST ROAD IS NAMED 'SECTION 16 ROAD' AND IT CONNECTS US-41
 RL0666'WITH PLAINS ROAD, IT HAS BEEN RECENTLY RECONSTRUCTED. THE ROAD SOUTH
 RL0666'IS SIGNED 'STENSON RD' AND THE ROAD NORTH (DEAD END) IS SIGNED 'VEDDER
 RL0666'RD'.
 RL0666' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0655 ***********************************************************************
 RL0655  DESIGNATION -  G 129
 RL0655  PID         -  RL0655
 RL0655  STATE/COUNTY-  MI/BARAGA
 RL0655  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0655
 RL0655                         *CURRENT SURVEY CONTROL
 RL0655  ___________________________________________________________________
 RL0655* NAD 83(1986)-  46 43 36.     (N)    088 34 53.     (W)     SCALED    
 RL0655* NAVD 88     -       259.142  (meters)     850.20   (feet)  ADJUSTED  
 RL0655  ___________________________________________________________________
 RL0655  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 RL0655  DYNAMIC HT  -         259.154 (meters)     850.24  (feet)  COMP
 RL0655  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 RL0655
 RL0655  VERT ORDER  -  SECOND    CLASS 0
 RL0655
 RL0655.The horizontal coordinates were scaled from a topographic map and have
 RL0655.an estimated accuracy of +/- 6 seconds.
 RL0655
 RL0655.The orthometric height was determined by differential leveling
 RL0655.and adjusted by the National Geodetic Survey in June 1991..
 RL0655
 RL0655.The geoid height was determined by GEOID03.
 RL0655
 RL0655.The dynamic height is computed by dividing the NAVD 88
 RL0655.geopotential number by the normal gravity value computed on the
 RL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0655.degrees latitude (g = 980.6199 gals.).
 RL0655
 RL0655.The modeled gravity was interpolated from observed gravity values.
 RL0655
 RL0655;                    North         East    Units  Estimated Accuracy
 RL0655;SPC MI N     -   217,200.    7,879,130.      MT  (+/- 180 meters Scaled)
 RL0655
 RL0655                          SUPERSEDED SURVEY CONTROL
 RL0655
 RL0655  NGVD 29 (??/??/92)  259.115  (m)          850.11   (f) ADJ UNCH    2 0
 RL0655
 RL0655.Superseded values are not recommended for survey control.
 RL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0655.See file dsdata.txt to determine how the superseded data were derived.
 RL0655
 RL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS791760(NAD 83)
 RL0655_MARKER: DB = BENCH MARK DISK
 RL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0655_STAMPING: G 129 1948
 RL0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0655+STABILITY: SURFACE MOTION
 RL0655
 RL0655  HISTORY     - Date     Condition        Report By
 RL0655  HISTORY     - 1948     MONUMENTED       CGS
 RL0655  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0655  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0655
 RL0655                          STATION DESCRIPTION
 RL0655
 RL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0655'5.2 MI SW FROM BARAGA.
 RL0655'5.15 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0655'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF THE BARAGA STATE PARK
 RL0655'AT BARAGA, ABOUT 1.45 MILES SOUTHWEST OF THE JUNCTION OF A ROAD
 RL0655'WEST TO SIDNAW, AT THE JUNCTION OF A ROAD SOUTHEAST TO KELLY
 RL0655'LAKE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET
 RL0655'NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST TO KELLY
 RL0655'LAKE, 47.5 FEET SOUTHWEST OF A 20-INCH LONG LEAF PINE, 2 FEET
 RL0655'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0655'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0655
 RL0655                          STATION RECOVERY (1982)
 RL0655
 RL0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0655'MARK NOT FOUND.
 RL0655
 RL0655                          STATION RECOVERY (1992)
 RL0655
 RL0655'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0149 ***********************************************************************
 PL0149  DESIGNATION -  G 13
 PL0149  PID         -  PL0149
 PL0149  STATE/COUNTY-  MI/CRAWFORD
 PL0149  USGS QUAD   -  GRAYLING (1950)
 PL0149
 PL0149                         *CURRENT SURVEY CONTROL
 PL0149  ___________________________________________________________________
 PL0149* NAD 83(1986)-  44 43 16.     (N)    084 44 51.     (W)     SCALED    
 PL0149* NAVD 88     -       358.946  (meters)    1177.64   (feet)  ADJUSTED  
 PL0149  ___________________________________________________________________
 PL0149  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 PL0149  DYNAMIC HT  -         358.899 (meters)    1177.49  (feet)  COMP
 PL0149  MODELED GRAV-     980,477.2   (mgal)                       NAVD 88
 PL0149
 PL0149  VERT ORDER  -  FIRST     CLASS II
 PL0149
 PL0149.The horizontal coordinates were scaled from a topographic map and have
 PL0149.an estimated accuracy of +/- 6 seconds.
 PL0149
 PL0149.The orthometric height was determined by differential leveling
 PL0149.and adjusted by the National Geodetic Survey in June 1991..
 PL0149
 PL0149.The geoid height was determined by GEOID03.
 PL0149
 PL0149.The dynamic height is computed by dividing the NAVD 88
 PL0149.geopotential number by the normal gravity value computed on the
 PL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0149.degrees latitude (g = 980.6199 gals.).
 PL0149
 PL0149.The modeled gravity was interpolated from observed gravity values.
 PL0149
 PL0149;                    North         East    Units  Estimated Accuracy
 PL0149;SPC MI C     -   156,130.    5,969,830.      MT  (+/- 180 meters Scaled)
 PL0149
 PL0149                          SUPERSEDED SURVEY CONTROL
 PL0149
 PL0149  NGVD 29 (??/??/92)  359.042  (m)         1177.96   (f) ADJ UNCH    1 2
 PL0149
 PL0149.Superseded values are not recommended for survey control.
 PL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0149.See file dsdata.txt to determine how the superseded data were derived.
 PL0149
 PL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ783544(NAD 83)
 PL0149_MARKER: DB = BENCH MARK DISK
 PL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0149_STAMPING: ELEV 1177.957 FT G 13 1916
 PL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0149+STABILITY: SURFACE MOTION
 PL0149
 PL0149  HISTORY     - Date     Condition        Report By
 PL0149  HISTORY     - 1916     MONUMENTED       CGS
 PL0149  HISTORY     - 1949     GOOD             NGS
 PL0149  HISTORY     - 1976     MARK NOT FOUND   NGS
 PL0149
 PL0149                          STATION DESCRIPTION
 PL0149
 PL0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0149'4 MI S FROM FREDERIC.
 PL0149'4.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM FREDERIC,
 PL0149'CRAWFORD COUNTY, 120 FEET NORTH OF MILEPOST 85, 44.4 FEET EAST
 PL0149'OF THE EAST RAIL, AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD
 PL0149'DISK, STAMPED ELEV. 1177.957 FT. G 13 1916 AND SET IN THE TOP OF
 PL0149'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 PL0149
 PL0149                          STATION RECOVERY (1976)
 PL0149
 PL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0848 ***********************************************************************
 RL0848  DESIGNATION -  G 130
 RL0848  PID         -  RL0848
 RL0848  STATE/COUNTY-  MI/ONTONAGON
 RL0848  USGS QUAD   -  
 RL0848
 RL0848                         *CURRENT SURVEY CONTROL
 RL0848  ___________________________________________________________________
 RL0848* NAD 83(1986)-  46 46 34.     (N)    089 21 42.     (W)     SCALED    
 RL0848* NAVD 88     -       258.228  (meters)     847.20   (feet)  ADJUSTED  
 RL0848  ___________________________________________________________________
 RL0848  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RL0848  DYNAMIC HT  -         258.263 (meters)     847.32  (feet)  COMP
 RL0848  MODELED GRAV-     980,744.8   (mgal)                       NAVD 88
 RL0848
 RL0848  VERT ORDER  -  SECOND    CLASS 0
 RL0848
 RL0848.The horizontal coordinates were scaled from a topographic map and have
 RL0848.an estimated accuracy of +/- 6 seconds.
 RL0848
 RL0848.The orthometric height was determined by differential leveling
 RL0848.and adjusted by the National Geodetic Survey in June 1991..
 RL0848
 RL0848.The geoid height was determined by GEOID03.
 RL0848
 RL0848.The dynamic height is computed by dividing the NAVD 88
 RL0848.geopotential number by the normal gravity value computed on the
 RL0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0848.degrees latitude (g = 980.6199 gals.).
 RL0848
 RL0848.The modeled gravity was interpolated from observed gravity values.
 RL0848
 RL0848;                    North         East    Units  Estimated Accuracy
 RL0848;SPC MI N     -   224,180.    7,819,670.      MT  (+/- 180 meters Scaled)
 RL0848
 RL0848                          SUPERSEDED SURVEY CONTROL
 RL0848
 RL0848  NGVD 29 (??/??/92)  258.251  (m)          847.28   (f) ADJ UNCH    2 0
 RL0848
 RL0848.Superseded values are not recommended for survey control.
 RL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0848.See file dsdata.txt to determine how the superseded data were derived.
 RL0848
 RL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS197829(NAD 83)
 RL0848_MARKER: DB = BENCH MARK DISK
 RL0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0848_SP_SET: CULVERT
 RL0848_STAMPING: G 130 1948
 RL0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0848
 RL0848  HISTORY     - Date     Condition        Report By
 RL0848  HISTORY     - 1948     MONUMENTED       CGS
 RL0848  HISTORY     - 1984     POOR             NGS
 RL0848  HISTORY     - 19960626 POOR             USPSQD
 RL0848  HISTORY     - 20010615 POOR             USPSQD
 RL0848  HISTORY     - 20040504 POOR             GEOCAC
 RL0848  HISTORY     - 20040811 GOOD             USPSQD
 RL0848
 RL0848                          STATION DESCRIPTION
 RL0848
 RL0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0848'7.6 MI SW FROM ONTONAGON.
 RL0848'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0848'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 6.15 MILES SOUTHWEST
 RL0848'ALONG THE MATCHWOOD ROAD, ABOUT 0.25 MILE SOUTH OF THE JUNCTION
 RL0848'OF A ROAD WEST AND DIM ROAD EAST, SET IN THE CENTER OF THE
 RL0848'EAST HEAD WALL OF A 6 BY 4-FOOT CONCRETE BOX CULVERT, 17 FEET
 RL0848'EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 0.5 FOOT ABOVE
 RL0848'ROAD LEVEL.
 RL0848
 RL0848                          STATION RECOVERY (1984)
 RL0848
 RL0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 RL0848'RECOVERED WITH THE TOP 1/8 INCH OR SO OF THE DISK SCRAPED OFF BY
 RL0848'PROBABLY EITHER A ROAD GRADER OR A SNOW PLOW. THE DESCRIPTION IS GOOD
 RL0848'WITH ONE ADDITION, MATCHWOOD ROAD IS NOW NORWICH ROAD.
 RL0848
 RL0848                          STATION RECOVERY (1996)
 RL0848
 RL0848'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0848'MARK RECOVERED IN POOR CONDITION.
 RL0848
 RL0848                          STATION RECOVERY (2001)
 RL0848
 RL0848'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0848'TOP SURFACE SCRAPED BY PLOW.
 RL0848
 RL0848                          STATION RECOVERY (2004)
 RL0848
 RL0848'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0848'THE SOUTHEAST CULVERT CORNER IS TIPPED UP INDICATING VERTICAL
 RL0848'MOVEMENT.  CULVERT APPEARS TO BE UNSTABLE, AREA IS A MARSH.  THE DISK
 RL0848'IS NEAR LEVEL WITH THE PAVEMENT AND HAS BEEN HIT HARD ENOUGH TO SCRAP
 RL0848'AWAY A PORTION OF THE SURFACE.
 RL0848' 
 RL0848'THERE HAS BEEN ROAD CONSTRUCTION ALONG THIS ENTIRE ROUTE.
 RL0848
 RL0848                          STATION RECOVERY (2004)
 RL0848
 RL0848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1361 ***********************************************************************
 RL1361  DESIGNATION -  G 131
 RL1361  PID         -  RL1361
 RL1361  STATE/COUNTY-  MI/ONTONAGON
 RL1361  USGS QUAD   -  BERGLAND NE (1975)
 RL1361
 RL1361                         *CURRENT SURVEY CONTROL
 RL1361  ___________________________________________________________________
 RL1361* NAD 83(1986)-  46 39 01.     (N)    089 33 06.     (W)     SCALED    
 RL1361* NAVD 88     -       444.159  (meters)    1457.21   (feet)  ADJUSTED  
 RL1361  ___________________________________________________________________
 RL1361  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1361  DYNAMIC HT  -         444.197 (meters)    1457.34  (feet)  COMP
 RL1361  MODELED GRAV-     980,684.8   (mgal)                       NAVD 88
 RL1361
 RL1361  VERT ORDER  -  SECOND    CLASS 0
 RL1361
 RL1361.The horizontal coordinates were scaled from a topographic map and have
 RL1361.an estimated accuracy of +/- 6 seconds.
 RL1361
 RL1361.The orthometric height was determined by differential leveling
 RL1361.and adjusted by the National Geodetic Survey in June 1991..
 RL1361
 RL1361.The geoid height was determined by GEOID03.
 RL1361
 RL1361.The dynamic height is computed by dividing the NAVD 88
 RL1361.geopotential number by the normal gravity value computed on the
 RL1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1361.degrees latitude (g = 980.6199 gals.).
 RL1361
 RL1361.The modeled gravity was interpolated from observed gravity values.
 RL1361
 RL1361;                    North         East    Units  Estimated Accuracy
 RL1361;SPC MI N     -   210,650.    7,804,720.      MT  (+/- 180 meters Scaled)
 RL1361
 RL1361                          SUPERSEDED SURVEY CONTROL
 RL1361
 RL1361  NGVD 29 (??/??/92)  444.172  (m)         1457.25   (f) ADJ UNCH    2 0
 RL1361
 RL1361.Superseded values are not recommended for survey control.
 RL1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1361.See file dsdata.txt to determine how the superseded data were derived.
 RL1361
 RL1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS047694(NAD 83)
 RL1361_MARKER: DB = BENCH MARK DISK
 RL1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1361_STAMPING: G 131 1948
 RL1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1361+STABILITY: SURFACE MOTION
 RL1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1361+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 RL1361
 RL1361  HISTORY     - Date     Condition        Report By
 RL1361  HISTORY     - 1948     MONUMENTED       CGS
 RL1361  HISTORY     - 1987     GOOD             USPSQD
 RL1361  HISTORY     - 1989     GOOD             USPSQD
 RL1361  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1361  HISTORY     - 20000808 GOOD             MIDT
 RL1361  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1361
 RL1361                          STATION DESCRIPTION
 RL1361
 RL1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1361'5 MI NE FROM BERGLAND.
 RL1361'ABOUT 4.95 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1361'JUNCTION OF STATE HIGHWAY 28 AT BERGLAND, AT THE SOUTH END OF
 RL1361'A CURVE WITH TANGENTS SOUTH AND NORTHWEST, 22 FEET WEST OF THE
 RL1361'CENTER LINE OF THE HIGHWAY, 5 FEET EAST OF A TRIANGULAR BLAZED
 RL1361'5-INCH ELM TREE, 19 FEET SOUTHEAST OF A 20-INCH MAPLE TREE
 RL1361'WITH U.S.G.S. TBM NO. 1457.8 IN EAST ROOT, 20 FEET NORTH OF
 RL1361'A TRIANGULAR BLAZED 4-INCH ASH TREE, 2.5 FEET SOUTH OF A WHITE
 RL1361'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE
 RL1361'TOP OF A CONCRETE POST PROJECTING 12 INCHES.
 RL1361
 RL1361                          STATION RECOVERY (1987)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1361'RECOVERED IN GOOD CONDITION.
 RL1361
 RL1361                          STATION RECOVERY (1989)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1361'RECOVERED IN GOOD CONDITION.
 RL1361
 RL1361                          STATION RECOVERY (1995)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1361'MARK NOT FOUND.
 RL1361
 RL1361                          STATION RECOVERY (2000)
 RL1361
 RL1361'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1361'BERGLAND, 2 MI N ALONG HWY-64 FROM JUCTION WITH HWY-28, THENCE 2.99 MI
 RL1361'E AND N ALONG GRAVEL ROAD (OLD HWY-64) TO MARK ON LEFT, 0.07 MI S OF A
 RL1361'WOODS ROAD TO THE WEST, NEAR THE BEGINNING OF A CURVE IN THE ROAD TO
 RL1361'THE LEFT, 22 FT W OF THE C/L ROAD, 2.5 FT W OF WITNESS POST AND 1 FT
 RL1361'ABOVE GROUND.
 RL1361
 RL1361                          STATION RECOVERY (2004)
 RL1361
 RL1361'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0047 ***********************************************************************
 RM0047  DESIGNATION -  G 132
 RM0047  PID         -  RM0047
 RM0047  STATE/COUNTY-  MI/GOGEBIC
 RM0047  USGS QUAD   -  PINE LAKE (1973)
 RM0047
 RM0047                         *CURRENT SURVEY CONTROL
 RM0047  ___________________________________________________________________
 RM0047* NAD 83(1986)-  46 31 15.     (N)    090 09 25.     (W)     SCALED    
 RM0047* NAVD 88     -       375.368  (meters)    1231.52   (feet)  ADJUSTED  
 RM0047  ___________________________________________________________________
 RM0047  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0047  DYNAMIC HT  -         375.399 (meters)    1231.62  (feet)  COMP
 RM0047  MODELED GRAV-     980,683.2   (mgal)                       NAVD 88
 RM0047
 RM0047  VERT ORDER  -  FIRST     CLASS II
 RM0047
 RM0047.The horizontal coordinates were scaled from a topographic map and have
 RM0047.an estimated accuracy of +/- 6 seconds.
 RM0047
 RM0047.The orthometric height was determined by differential leveling
 RM0047.and adjusted by the National Geodetic Survey in June 1991..
 RM0047
 RM0047.The geoid height was determined by GEOID03.
 RM0047
 RM0047.The dynamic height is computed by dividing the NAVD 88
 RM0047.geopotential number by the normal gravity value computed on the
 RM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0047.degrees latitude (g = 980.6199 gals.).
 RM0047
 RM0047.The modeled gravity was interpolated from observed gravity values.
 RM0047
 RM0047;                    North         East    Units  Estimated Accuracy
 RM0047;SPC MI N     -   197,940.    7,757,840.      MT  (+/- 180 meters Scaled)
 RM0047
 RM0047                          SUPERSEDED SURVEY CONTROL
 RM0047
 RM0047  NGVD 29 (??/??/92)  375.390  (m)         1231.59   (f) ADJ UNCH    1 2
 RM0047
 RM0047.Superseded values are not recommended for survey control.
 RM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0047.See file dsdata.txt to determine how the superseded data were derived.
 RM0047
 RM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM180558(NAD 83)
 RM0047_MARKER: DB = BENCH MARK DISK
 RM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0047_STAMPING: G 132 1948
 RM0047_MARK LOGO: CGS   
 RM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0047+STABILITY: SURFACE MOTION
 RM0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0047+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 RM0047
 RM0047  HISTORY     - Date     Condition        Report By
 RM0047  HISTORY     - 1948     MONUMENTED       CGS
 RM0047  HISTORY     - 1982     GOOD             NGS
 RM0047  HISTORY     - 1987     GOOD             USPSQD
 RM0047  HISTORY     - 19960625 GOOD             USPSQD
 RM0047  HISTORY     - 20020613 GOOD             USPSQD
 RM0047  HISTORY     - 20030822 GOOD             USPSQD
 RM0047  HISTORY     - 20050323 GOOD             USPSQD
 RM0047
 RM0047                          STATION DESCRIPTION
 RM0047
 RM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0047'0.7 MI N FROM NORTH IRONWOOD.
 RM0047'ABOUT 0.7 MILE NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0047'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0047'IRONWOOD, AT A CROSS ROAD (ROAD EAST TO IRONWOOD AIRPORT), 247
 RM0047'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 35 FEET
 RM0047'NORTH OF THE CENTER LINE OF THE CROSS ROAD, 138 FEET WEST OF THE
 RM0047'SOUTHWEST CORNER OF LAKE ROAD BAR, 207 FEET NORTHEAST AND ACROSS
 RM0047'THE ROAD FROM THE NORTHEAST CORNER OF A CHURCH, 19 FEET NORTHEAST
 RM0047'OF A POWER POLE, 2 FEET SOUTH OF A FENCE LINE, 3 FEET BELOW THE
 RM0047'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RM0047
 RM0047                          STATION RECOVERY (1982)
 RM0047
 RM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (1987)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (1996)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (2002)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0047'RECOVERED IN GOOD CONDITION.
 RM0047
 RM0047                          STATION RECOVERY (2003)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0047'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 60 FEET
 RM0047'EAST-SOUTHEAST OF A BROWN METAL GARAGE, 17.0 FEET NORTHEAST OF UTILITY
 RM0047'POLE NUMBER --27-87/10--, AND 1 FOOT NORTH OF A WHITE METAL WITNESS
 RM0047'POST.  NOTE-- THE NORTH-SOUTH ROAD IN THE 1948 DESCRIPTION IS LAKE
 RM0047'ROAD (COUNTY ROAD 505) AND THE CROSSING ROAD IS AIRPORT ROAD.
 RM0047
 RM0047                          STATION RECOVERY (2005)
 RM0047
 RM0047'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 RM0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0041 ***********************************************************************
 RM0041  DESIGNATION -  G 133
 RM0041  PID         -  RM0041
 RM0041  STATE/COUNTY-  MI/GOGEBIC
 RM0041  USGS QUAD   -  PINE LAKE (1973)
 RM0041
 RM0041                         *CURRENT SURVEY CONTROL
 RM0041  ___________________________________________________________________
 RM0041* NAD 83(1986)-  46 34 44.     (N)    090 11 50.     (W)     SCALED    
 RM0041* NAVD 88     -       347.929  (meters)    1141.50   (feet)  ADJUSTED  
 RM0041  ___________________________________________________________________
 RM0041  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 RM0041  DYNAMIC HT  -         347.966 (meters)    1141.62  (feet)  COMP
 RM0041  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 RM0041
 RM0041  VERT ORDER  -  SECOND    CLASS 0
 RM0041
 RM0041.The horizontal coordinates were scaled from a topographic map and have
 RM0041.an estimated accuracy of +/- 6 seconds.
 RM0041
 RM0041.The orthometric height was determined by differential leveling
 RM0041.and adjusted by the National Geodetic Survey in June 1991..
 RM0041
 RM0041.The geoid height was determined by GEOID03.
 RM0041
 RM0041.The dynamic height is computed by dividing the NAVD 88
 RM0041.geopotential number by the normal gravity value computed on the
 RM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0041.degrees latitude (g = 980.6199 gals.).
 RM0041
 RM0041.The modeled gravity was interpolated from observed gravity values.
 RM0041
 RM0041;                    North         East    Units  Estimated Accuracy
 RM0041;SPC MI N     -   204,510.    7,755,020.      MT  (+/- 180 meters Scaled)
 RM0041
 RM0041                          SUPERSEDED SURVEY CONTROL
 RM0041
 RM0041  NGVD 29 (??/??/92)  347.959  (m)         1141.60   (f) ADJ UNCH    2 0
 RM0041
 RM0041.Superseded values are not recommended for survey control.
 RM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0041.See file dsdata.txt to determine how the superseded data were derived.
 RM0041
 RM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM147621(NAD 83)
 RM0041_MARKER: DB = BENCH MARK DISK
 RM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0041_STAMPING: G 133 1948
 RM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0041+STABILITY: SURFACE MOTION
 RM0041
 RM0041  HISTORY     - Date     Condition        Report By
 RM0041  HISTORY     - 1948     MONUMENTED       CGS
 RM0041  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0041  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0041  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0041
 RM0041                          STATION DESCRIPTION
 RM0041
 RM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0041'6.6 MI NW FROM NORTH IRONWOOD.
 RM0041'ABOUT 6.6 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0041'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0041'IRONWOOD, ABOUT 0.1 MILE EAST OF A DRIVE TO HILL BROS. LOG HOUSE ON
 RM0041'SOUTH SIDE OF ROAD, 70 FEET NORTH-NORTHWEST AND ACROSS THE ROAD
 RM0041'FROM THE 2ND POWER POLE EAST OF THE LOG HOUSE, (ALSO 5TH POWER
 RM0041'POLE WEST OF POLE WITH TRANSFORMER), 3 FEET EAST OF FOREST SERVICE
 RM0041'LOCATION POST AT THE SOUTHWEST CORNER OF SECTION 4, T 48 N, R 47 W,
 RM0041'35 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE
 RM0041'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RM0041
 RM0041                          STATION RECOVERY (1987)
 RM0041
 RM0041'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0041'MARK NOT FOUND.
 RM0041
 RM0041                          STATION RECOVERY (1996)
 RM0041
 RM0041'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0041'MARK NOT FOUND.
 RM0041
 RM0041                          STATION RECOVERY (2002)
 RM0041
 RM0041'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1323 ***********************************************************************
 RL1323  DESIGNATION -  G 134
 RL1323  PID         -  RL1323
 RL1323  STATE/COUNTY-  MI/ONTONAGON
 RL1323  USGS QUAD   -  ALDRIDGE CREEK (1981)
 RL1323
 RL1323                         *CURRENT SURVEY CONTROL
 RL1323  ___________________________________________________________________
 RL1323* NAD 83(1986)-  46 39 30.     (N)    089 41 32.     (W)     SCALED    
 RL1323* NAVD 88     -       349.627  (meters)    1147.07   (feet)  ADJUSTED  
 RL1323  ___________________________________________________________________
 RL1323  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RL1323  DYNAMIC HT  -         349.659 (meters)    1147.17  (feet)  COMP
 RL1323  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 RL1323
 RL1323  VERT ORDER  -  SECOND    CLASS 0
 RL1323
 RL1323.The horizontal coordinates were scaled from a topographic map and have
 RL1323.an estimated accuracy of +/- 6 seconds.
 RL1323
 RL1323.The orthometric height was determined by differential leveling
 RL1323.and adjusted by the National Geodetic Survey in June 1991..
 RL1323
 RL1323.The geoid height was determined by GEOID03.
 RL1323
 RL1323.The dynamic height is computed by dividing the NAVD 88
 RL1323.geopotential number by the normal gravity value computed on the
 RL1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1323.degrees latitude (g = 980.6199 gals.).
 RL1323
 RL1323.The modeled gravity was interpolated from observed gravity values.
 RL1323
 RL1323;                    North         East    Units  Estimated Accuracy
 RL1323;SPC MI N     -   211,900.    7,793,990.      MT  (+/- 180 meters Scaled)
 RL1323
 RL1323                          SUPERSEDED SURVEY CONTROL
 RL1323
 RL1323  NGVD 29 (??/??/92)  349.642  (m)         1147.12   (f) ADJ UNCH    2 0
 RL1323
 RL1323.Superseded values are not recommended for survey control.
 RL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1323.See file dsdata.txt to determine how the superseded data were derived.
 RL1323
 RL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS940707(NAD 83)
 RL1323_MARKER: DB = BENCH MARK DISK
 RL1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1323_STAMPING: G 134 1948
 RL1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1323+STABILITY: SURFACE MOTION
 RL1323
 RL1323  HISTORY     - Date     Condition        Report By
 RL1323  HISTORY     - 1948     MONUMENTED       CGS
 RL1323  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL1323
 RL1323                          STATION DESCRIPTION
 RL1323
 RL1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1323'9.2 MI NW FROM MERRIWEATHER.
 RL1323'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1323'WITH STATE HIGHWAY 64 IN MERRIWEATHER, THENCE 7.65 MILES NORTH ALONG
 RL1323'A LOGGING ROAD, 0.55 MILE NORTH OF A SMALL LOGGING CAMP, ABOUT 400
 RL1323'FEET SOUTHEAST OF AN ABANDONED SAWMILL, 22 FEET SOUTHWEST OF THE
 RL1323'CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF A TRIANGULAR
 RL1323'BLAZED 6-INCH BIRCH TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1323'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 RL1323'PROJECTING 4 INCHES.
 RL1323
 RL1323                          STATION RECOVERY (2001)
 RL1323
 RL1323'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0734 ***********************************************************************
 RL0734  DESIGNATION -  G 135
 RL0734  PID         -  RL0734
 RL0734  STATE/COUNTY-  MI/ONTONAGON
 RL0734  USGS QUAD   -  
 RL0734
 RL0734                         *CURRENT SURVEY CONTROL
 RL0734  ___________________________________________________________________
 RL0734* NAD 83(1986)-  46 50 43.     (N)    089 24 22.     (W)     SCALED    
 RL0734* NAVD 88     -       187.892  (meters)     616.44   (feet)  ADJUSTED  
 RL0734  ___________________________________________________________________
 RL0734  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 RL0734  DYNAMIC HT  -         187.922 (meters)     616.54  (feet)  COMP
 RL0734  MODELED GRAV-     980,768.9   (mgal)                       NAVD 88
 RL0734
 RL0734  VERT ORDER  -  SECOND    CLASS 0
 RL0734
 RL0734.The horizontal coordinates were scaled from a topographic map and have
 RL0734.an estimated accuracy of +/- 6 seconds.
 RL0734
 RL0734.The orthometric height was determined by differential leveling
 RL0734.and adjusted by the National Geodetic Survey in June 1991..
 RL0734
 RL0734.The geoid height was determined by GEOID03.
 RL0734
 RL0734.The dynamic height is computed by dividing the NAVD 88
 RL0734.geopotential number by the normal gravity value computed on the
 RL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0734.degrees latitude (g = 980.6199 gals.).
 RL0734
 RL0734.The modeled gravity was interpolated from observed gravity values.
 RL0734
 RL0734;                    North         East    Units  Estimated Accuracy
 RL0734;SPC MI N     -   231,960.    7,816,510.      MT  (+/- 180 meters Scaled)
 RL0734
 RL0734                          SUPERSEDED SURVEY CONTROL
 RL0734
 RL0734  NGVD 29 (??/??/92)  187.925  (m)          616.55   (f) ADJ UNCH    2 0
 RL0734
 RL0734.Superseded values are not recommended for survey control.
 RL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0734.See file dsdata.txt to determine how the superseded data were derived.
 RL0734
 RL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS165907(NAD 83)
 RL0734_MARKER: DB = BENCH MARK DISK
 RL0734_SETTING: 0 = UNSPECIFIED SETTING
 RL0734_STAMPING: G 135 1948
 RL0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0734
 RL0734  HISTORY     - Date     Condition        Report By
 RL0734  HISTORY     - 1948     MONUMENTED       CGS
 RL0734  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0734  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0734  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL0734
 RL0734                          STATION DESCRIPTION
 RL0734
 RL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0734'4.6 MI SW FROM ONTONAGON.
 RL0734'ABOUT 4.65 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE POST
 RL0734'OFFICE IN ONTONAGON, 0.55 MILE SOUTHWEST OF THE BRIDGE OVER
 RL0734'FLOODWOOD RIVER, 0.1 MILE EAST OF THE JUNCTION WITH A SIDE
 RL0734'ROAD SOUTH AND PRIVATE ROAD NORTH, 48 FEET WEST OF A TELEPHONE
 RL0734'POLE, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 RL0734'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET ABOVE
 RL0734'THE LEVEL OF THE HIGHWAY.
 RL0734
 RL0734                          STATION RECOVERY (1977)
 RL0734
 RL0734'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0734'MARK NOT FOUND.
 RL0734
 RL0734                          STATION RECOVERY (1987)
 RL0734
 RL0734'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0734'MARK NOT FOUND.
 RL0734
 RL0734                          STATION RECOVERY (1995)
 RL0734
 RL0734'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1307 ***********************************************************************
 RL1307  DESIGNATION -  G 136
 RL1307  PID         -  RL1307
 RL1307  STATE/COUNTY-  MI/ONTONAGON
 RL1307  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1307
 RL1307                         *CURRENT SURVEY CONTROL
 RL1307  ___________________________________________________________________
 RL1307* NAD 83(1986)-  46 49 12.     (N)    089 39 10.     (W)     SCALED    
 RL1307* NAVD 88     -       225.835  (meters)     740.93   (feet)  ADJUSTED  
 RL1307  ___________________________________________________________________
 RL1307  GEOID HEIGHT-         -30.85  (meters)                     GEOID03
 RL1307  DYNAMIC HT  -         225.868 (meters)     741.04  (feet)  COMP
 RL1307  MODELED GRAV-     980,754.1   (mgal)                       NAVD 88
 RL1307
 RL1307  VERT ORDER  -  SECOND    CLASS 0
 RL1307
 RL1307.The horizontal coordinates were scaled from a topographic map and have
 RL1307.an estimated accuracy of +/- 6 seconds.
 RL1307
 RL1307.The orthometric height was determined by differential leveling
 RL1307.and adjusted by the National Geodetic Survey in June 1991..
 RL1307
 RL1307.The geoid height was determined by GEOID03.
 RL1307
 RL1307.The dynamic height is computed by dividing the NAVD 88
 RL1307.geopotential number by the normal gravity value computed on the
 RL1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1307.degrees latitude (g = 980.6199 gals.).
 RL1307
 RL1307.The modeled gravity was interpolated from observed gravity values.
 RL1307
 RL1307;                    North         East    Units  Estimated Accuracy
 RL1307;SPC MI N     -   229,760.    7,797,610.      MT  (+/- 180 meters Scaled)
 RL1307
 RL1307                          SUPERSEDED SURVEY CONTROL
 RL1307
 RL1307  NGVD 29 (??/??/92)  225.866  (m)          741.03   (f) ADJ UNCH    2 0
 RL1307
 RL1307.Superseded values are not recommended for survey control.
 RL1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1307.See file dsdata.txt to determine how the superseded data were derived.
 RL1307
 RL1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS976885(NAD 83)
 RL1307_MARKER: DB = BENCH MARK DISK
 RL1307_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1307_SP_SET: CULVERT
 RL1307_STAMPING: G 136 1948
 RL1307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1307+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1307
 RL1307  HISTORY     - Date     Condition        Report By
 RL1307  HISTORY     - 1948     MONUMENTED       CGS
 RL1307  HISTORY     - 1987     GOOD             USPSQD
 RL1307  HISTORY     - 1989     GOOD             USPSQD
 RL1307  HISTORY     - 19950614 GOOD             USPSQD
 RL1307  HISTORY     - 20040723 GOOD             MIDT
 RL1307  HISTORY     - 20040801 GOOD             GEOCAC
 RL1307
 RL1307                          STATION DESCRIPTION
 RL1307
 RL1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1307'4.2 MI SW FROM SILVER CITY.
 RL1307'ABOUT 4.15 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1307'JUNCTION WITH STATE HIGHWAY 64 AT SILVER CITY, IN THE TOP OF THE
 RL1307'EAST END OF THE SOUTH HEADWALL OF A 4-FOOT CONCRETE BOX CULVERT,
 RL1307'40 FEET SOUTH-SOUTHEAST AND ACROSS THE HIGHWAY FROM A ROUTE
 RL1307'MARKER SIGN, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 RL1307'AND ABOUT LEVEL WITH THE HIGHWAY.
 RL1307
 RL1307                          STATION RECOVERY (1987)
 RL1307
 RL1307'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (1989)
 RL1307
 RL1307'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (1995)
 RL1307
 RL1307'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (2004)
 RL1307
 RL1307'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1307'RECOVERED IN GOOD CONDITION.
 RL1307
 RL1307                          STATION RECOVERY (2004)
 RL1307
 RL1307'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 RL1307'HANDHELD GPS COORDINATES ARE  N 46 49 13.9 W 89 39 12.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0870 ***********************************************************************
 RL0870  DESIGNATION -  G 137
 RL0870  PID         -  RL0870
 RL0870  STATE/COUNTY-  MI/ONTONAGON
 RL0870  USGS QUAD   -  OAK BLUFF (1982)
 RL0870
 RL0870                         *CURRENT SURVEY CONTROL
 RL0870  ___________________________________________________________________
 RL0870* NAD 83(1986)-  46 41 46.     (N)    089 17 28.     (W)     SCALED    
 RL0870* NAVD 88     -       323.806  (meters)    1062.35   (feet)  ADJUSTED  
 RL0870  ___________________________________________________________________
 RL0870  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 RL0870  DYNAMIC HT  -         323.836 (meters)    1062.45  (feet)  COMP
 RL0870  MODELED GRAV-     980,698.5   (mgal)                       NAVD 88
 RL0870
 RL0870  VERT ORDER  -  SECOND    CLASS 0
 RL0870
 RL0870.The horizontal coordinates were scaled from a topographic map and have
 RL0870.an estimated accuracy of +/- 6 seconds.
 RL0870
 RL0870.The orthometric height was determined by differential leveling
 RL0870.and adjusted by the National Geodetic Survey in June 1991..
 RL0870
 RL0870.The geoid height was determined by GEOID03.
 RL0870
 RL0870.The dynamic height is computed by dividing the NAVD 88
 RL0870.geopotential number by the normal gravity value computed on the
 RL0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0870.degrees latitude (g = 980.6199 gals.).
 RL0870
 RL0870.The modeled gravity was interpolated from observed gravity values.
 RL0870
 RL0870;                    North         East    Units  Estimated Accuracy
 RL0870;SPC MI N     -   215,130.    7,824,800.      MT  (+/- 180 meters Scaled)
 RL0870
 RL0870                          SUPERSEDED SURVEY CONTROL
 RL0870
 RL0870  NGVD 29 (??/??/92)  323.816  (m)         1062.39   (f) ADJ UNCH    2 0
 RL0870
 RL0870.Superseded values are not recommended for survey control.
 RL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0870.See file dsdata.txt to determine how the superseded data were derived.
 RL0870
 RL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS248739(NAD 83)
 RL0870_MARKER: DB = BENCH MARK DISK
 RL0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0870_STAMPING: G 137 1948
 RL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0870+STABILITY: SURFACE MOTION
 RL0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0870+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0870
 RL0870  HISTORY     - Date     Condition        Report By
 RL0870  HISTORY     - 1948     MONUMENTED       CGS
 RL0870  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0870  HISTORY     - 20040507 GOOD             GEOCAC
 RL0870
 RL0870                          STATION DESCRIPTION
 RL0870
 RL0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0870'7.3 MI SW FROM ROCKLAND.
 RL0870'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0870'ROCKLAND, THENCE 7.15 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0870'0.5 MILE WEST OF THE JUNCTION OF A ROAD SOUTH, ON A LONG EAST-WEST
 RL0870'TANGENT IN THE ROAD, 0.2 MILE WEST OF THE JUNCTION OF A DIM
 RL0870'WOODS ROAD NORTH, 31 FEET NORTHEAST OF THE NORTH END OF AN
 RL0870'18-INCH PIPE CULVERT, 25 FEET NORTH OF THE CENTER LINE OF THE
 RL0870'ROAD, 9 FEET SOUTH OF A 4-INCH TRIANGULAR BLAZED ASPEN TREE,
 RL0870'209 FEET NORTHWEST AND ACROSS THE ROAD FROM U.S.G.S. BENCH MARK
 RL0870'1065.1, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RL0870'CONCRETE POST PROJECTING 5 INCHES.
 RL0870
 RL0870                          STATION RECOVERY (2001)
 RL0870
 RL0870'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0870'MARK NOT FOUND.
 RL0870
 RL0870                          STATION RECOVERY (2004)
 RL0870
 RL0870'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0870'NAD 83 -  46 41 46.2 (N) -  089 17 28.6 (W)  HANDHELD DGPS
 RL0870' 
 RL0870'IT IS 10.5 FT WEST OF POWER LINE POLE NO. 61 AND AT THE C/L OF THE
 RL0870'POWER LINE. 1 FT EAST OF MWP+SIGN AND PROJECTING 2-INCH'S ABOVE
 RL0870'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0769 ***********************************************************************
 RL0769  DESIGNATION -  G 138
 RL0769  PID         -  RL0769
 RL0769  STATE/COUNTY-  MI/ONTONAGON
 RL0769  USGS QUAD   -  
 RL0769
 RL0769                         *CURRENT SURVEY CONTROL
 RL0769  ___________________________________________________________________
 RL0769* NAD 83(1986)-  46 32 59.     (N)    089 00 43.     (W)     SCALED    
 RL0769* NAVD 88     -       377.450  (meters)    1238.35   (feet)  ADJUSTED  
 RL0769  ___________________________________________________________________
 RL0769  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 RL0769  DYNAMIC HT  -         377.462 (meters)    1238.39  (feet)  COMP
 RL0769  MODELED GRAV-     980,634.7   (mgal)                       NAVD 88
 RL0769
 RL0769  VERT ORDER  -  SECOND    CLASS 0
 RL0769
 RL0769.The horizontal coordinates were scaled from a topographic map and have
 RL0769.an estimated accuracy of +/- 6 seconds.
 RL0769
 RL0769.The orthometric height was determined by differential leveling
 RL0769.and adjusted by the National Geodetic Survey in June 1991..
 RL0769
 RL0769.The geoid height was determined by GEOID03.
 RL0769
 RL0769.The dynamic height is computed by dividing the NAVD 88
 RL0769.geopotential number by the normal gravity value computed on the
 RL0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0769.degrees latitude (g = 980.6199 gals.).
 RL0769
 RL0769.The modeled gravity was interpolated from observed gravity values.
 RL0769
 RL0769;                    North         East    Units  Estimated Accuracy
 RL0769;SPC MI N     -   198,280.    7,845,730.      MT  (+/- 180 meters Scaled)
 RL0769
 RL0769                          SUPERSEDED SURVEY CONTROL
 RL0769
 RL0769  NGVD 29 (??/??/92)  377.465  (m)         1238.40   (f) ADJ UNCH    2 0
 RL0769
 RL0769.Superseded values are not recommended for survey control.
 RL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0769.See file dsdata.txt to determine how the superseded data were derived.
 RL0769
 RL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS457570(NAD 83)
 RL0769_MARKER: DB = BENCH MARK DISK
 RL0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0769_STAMPING: G 138 1948
 RL0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0769+STABILITY: SURFACE MOTION
 RL0769
 RL0769  HISTORY     - Date     Condition        Report By
 RL0769  HISTORY     - 1948     MONUMENTED       CGS
 RL0769  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0769  HISTORY     - 20040713 POOR             GEOCAC
 RL0769  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0769
 RL0769                          STATION DESCRIPTION
 RL0769
 RL0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0769'4.7 MI N FROM TROUT CREEK.
 RL0769'ABOUT 4.7 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0769'OFFICE AT TROUT CREEK, SET AT THE JUNCTION OF A ROAD EAST TO THE
 RL0769'EAST BRANCH OF ONTONAGON RIVER, 30 FEET WEST OF THE CENTER LINE
 RL0769'OF THE ROAD, 46 FEET NORTH OF THE PROLONGED CENTER LINE OF THE
 RL0769'ROAD EAST, 63 FEET NORTHWEST AND ACROSS THE ROAD FROM FOREST
 RL0769'SERVICE LOCATION POST AT THE NORTHWEST CORNER OF SECTION 24
 RL0769'T 48 N R 38 W, 7 FEET EAST-NORTHEAST OF A 10-INCH TRIANGULAR
 RL0769'BLAZED PINE TREE, 8 FEET SOUTH OF USGS TBM 1239.0, 2 1/2 FEET
 RL0769'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD
 RL0769'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0769
 RL0769                          STATION RECOVERY (2001)
 RL0769
 RL0769'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0769'MARK NOT FOUND.
 RL0769
 RL0769                          STATION RECOVERY (2004)
 RL0769
 RL0769'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0769'NAD 83 -  46 32 59.0 (N) -  089 00 44.2 (W)  HANDHELD DGPS
 RL0769' 
 RL0769'AT THE JUNCTION OF GARDNER ROAD AND FIVE MILE ROAD. PROJECTING
 RL0769'8-INCH'S ABOVE GROUND AND ABOUT 2 FT BELOW LEVEL WITH GARDNER ROAD.
 RL0769'MARK HAS BEEN HIT AND IT LEANING.
 RL0769
 RL0769                          STATION RECOVERY (2004)
 RL0769
 RL0769'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0747 ***********************************************************************
 RL0747  DESIGNATION -  G 139
 RL0747  PID         -  RL0747
 RL0747  STATE/COUNTY-  MI/ONTONAGON
 RL0747  USGS QUAD   -  
 RL0747
 RL0747                         *CURRENT SURVEY CONTROL
 RL0747  ___________________________________________________________________
 RL0747* NAD 83(1986)-  46 48 16.     (N)    089 06 11.     (W)     SCALED    
 RL0747* NAVD 88     -       371.745  (meters)    1219.63   (feet)  ADJUSTED  
 RL0747  ___________________________________________________________________
 RL0747  GEOID HEIGHT-         -31.86  (meters)                     GEOID03
 RL0747  DYNAMIC HT  -         371.787 (meters)    1219.77  (feet)  COMP
 RL0747  MODELED GRAV-     980,715.0   (mgal)                       NAVD 88
 RL0747
 RL0747  VERT ORDER  -  SECOND    CLASS 0
 RL0747
 RL0747.The horizontal coordinates were scaled from a topographic map and have
 RL0747.an estimated accuracy of +/- 6 seconds.
 RL0747
 RL0747.The orthometric height was determined by differential leveling
 RL0747.and adjusted by the National Geodetic Survey in June 1991..
 RL0747
 RL0747.The geoid height was determined by GEOID03.
 RL0747
 RL0747.The dynamic height is computed by dividing the NAVD 88
 RL0747.geopotential number by the normal gravity value computed on the
 RL0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0747.degrees latitude (g = 980.6199 gals.).
 RL0747
 RL0747.The modeled gravity was interpolated from observed gravity values.
 RL0747
 RL0747;                    North         East    Units  Estimated Accuracy
 RL0747;SPC MI N     -   226,770.    7,839,500.      MT  (+/- 180 meters Scaled)
 RL0747
 RL0747                          SUPERSEDED SURVEY CONTROL
 RL0747
 RL0747  NGVD 29 (??/??/92)  371.758  (m)         1219.68   (f) ADJ UNCH    2 0
 RL0747
 RL0747.Superseded values are not recommended for survey control.
 RL0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0747.See file dsdata.txt to determine how the superseded data were derived.
 RL0747
 RL0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS395855(NAD 83)
 RL0747_MARKER: DB = BENCH MARK DISK
 RL0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0747_STAMPING: G 129 1948
 RL0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0747+STABILITY: SURFACE MOTION
 RL0747
 RL0747  HISTORY     - Date     Condition        Report By
 RL0747  HISTORY     - 1948     MONUMENTED       CGS
 RL0747  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0747  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0747  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0747  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0747  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 RL0747
 RL0747                          STATION DESCRIPTION
 RL0747
 RL0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0747'2.1 MI N FROM GREENLAND.
 RL0747'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0747'AT GREENLAND, THENCE ABOUT 1.9 MILES NORTH ALONG A GRAVEL ROAD,
 RL0747'ABOUT 0.5 MILE NORTH OF A SIDE ROD EAST, SET AT A SAND CUT AT
 RL0747'THE TOP OF A LONG GRADE, 26 FEET WEST OF THE CENTER LINE OF THE
 RL0747'ROAD, 260 FEET NORTH OF THE WEST END OF A 14-INCH PIPE CULVERT
 RL0747'UNDER ROAD, 55 FEET NORTH OF A 12-INCH TRIANGULAR BLAZED MAPLE
 RL0747'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0747'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0747'6 INCHES.
 RL0747
 RL0747                          STATION RECOVERY (1977)
 RL0747
 RL0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (1988)
 RL0747
 RL0747'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (1996)
 RL0747
 RL0747'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (2001)
 RL0747
 RL0747'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0747'MARK NOT FOUND.
 RL0747
 RL0747                          STATION RECOVERY (2004)
 RL0747
 RL0747'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0747'THERE HAS BEEN ROAD CONSTRUCTION ALONG NORTH FIRESTEEL ROAD.  MARK
 RL0747'LIKELY BURIED UNDER EXISTING ROAD FILL OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0220 ***********************************************************************
 PL0220  DESIGNATION -  G 14
 PL0220  PID         -  PL0220
 PL0220  STATE/COUNTY-  MI/WEXFORD
 PL0220  USGS QUAD   -  
 PL0220
 PL0220                         *CURRENT SURVEY CONTROL
 PL0220  ___________________________________________________________________
 PL0220* NAD 83(1986)-  44 25 31.     (N)    085 24 10.     (W)     SCALED    
 PL0220* NAVD 88     -       331.856  (meters)    1088.76   (feet)  ADJUSTED  
 PL0220  ___________________________________________________________________
 PL0220  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 PL0220  DYNAMIC HT  -         331.817 (meters)    1088.64  (feet)  COMP
 PL0220  MODELED GRAV-     980,490.2   (mgal)                       NAVD 88
 PL0220
 PL0220  VERT ORDER  -  FIRST     CLASS II
 PL0220
 PL0220.The horizontal coordinates were scaled from a topographic map and have
 PL0220.an estimated accuracy of +/- 6 seconds.
 PL0220
 PL0220.The orthometric height was determined by differential leveling
 PL0220.and adjusted by the National Geodetic Survey in June 1991..
 PL0220
 PL0220.The geoid height was determined by GEOID03.
 PL0220
 PL0220.The dynamic height is computed by dividing the NAVD 88
 PL0220.geopotential number by the normal gravity value computed on the
 PL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0220.degrees latitude (g = 980.6199 gals.).
 PL0220
 PL0220.The modeled gravity was interpolated from observed gravity values.
 PL0220
 PL0220;                    North         East    Units  Estimated Accuracy
 PL0220;SPC MI C     -   123,720.    5,917,500.      MT  (+/- 180 meters Scaled)
 PL0220
 PL0220                          SUPERSEDED SURVEY CONTROL
 PL0220
 PL0220  NGVD 29 (??/??/92)  331.945  (m)         1089.06   (f) ADJ UNCH    1 2
 PL0220
 PL0220.Superseded values are not recommended for survey control.
 PL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0220.See file dsdata.txt to determine how the superseded data were derived.
 PL0220
 PL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ271203(NAD 83)
 PL0220_MARKER: DB = BENCH MARK DISK
 PL0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0220_STAMPING: ELEV 1089.056 FT G 14 1916
 PL0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0220+STABILITY: SURFACE MOTION
 PL0220
 PL0220  HISTORY     - Date     Condition        Report By
 PL0220  HISTORY     - 1916     MONUMENTED       CGS
 PL0220  HISTORY     - 1951     GOOD             NGS
 PL0220  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0220
 PL0220                          STATION DESCRIPTION
 PL0220
 PL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 PL0220'1.2 MI N FROM MANTON.
 PL0220'1.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0220'AT MANTON, AT A DIRT ROAD CROSSING, 33 FEET NORTH OF THE
 PL0220'CENTERLINE OF THE ROAD, 42.4 FEET WEST OF THE WEST RAIL, AND AT
 PL0220'THE NORTHWEST FENCE CORNER.  A STANDARD DISK, STAMPED ELEV.
 PL0220'1089.056 FT. G 14 1916 AND SET IN THE TOP OF A CONCRETE POST
 PL0220'PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- AREA IS SWAMPY.
 PL0220
 PL0220                          STATION RECOVERY (1996)
 PL0220
 PL0220'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0220'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1221 ***********************************************************************
 RL1221  DESIGNATION -  G 140
 RL1221  PID         -  RL1221
 RL1221  STATE/COUNTY-  MI/GOGEBIC
 RL1221  USGS QUAD   -  WAKEFIELD NE (1975)
 RL1221
 RL1221                         *CURRENT SURVEY CONTROL
 RL1221  ___________________________________________________________________
 RL1221* NAD 83(1986)-  46 27 11.     (N)    089 52 09.     (W)     SCALED    
 RL1221* NAVD 88     -       458.194  (meters)    1503.26   (feet)  ADJUSTED  
 RL1221  ___________________________________________________________________
 RL1221  GEOID HEIGHT-         -30.84  (meters)                     GEOID03
 RL1221  DYNAMIC HT  -         458.203 (meters)    1503.29  (feet)  COMP
 RL1221  MODELED GRAV-     980,619.5   (mgal)                       NAVD 88
 RL1221
 RL1221  VERT ORDER  -  SECOND    CLASS 0
 RL1221
 RL1221.The horizontal coordinates were scaled from a topographic map and have
 RL1221.an estimated accuracy of +/- 6 seconds.
 RL1221
 RL1221.The orthometric height was determined by differential leveling
 RL1221.and adjusted by the National Geodetic Survey in June 1991..
 RL1221
 RL1221.The geoid height was determined by GEOID03.
 RL1221
 RL1221.The dynamic height is computed by dividing the NAVD 88
 RL1221.geopotential number by the normal gravity value computed on the
 RL1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1221.degrees latitude (g = 980.6199 gals.).
 RL1221
 RL1221.The modeled gravity was interpolated from observed gravity values.
 RL1221
 RL1221;                    North         East    Units  Estimated Accuracy
 RL1221;SPC MI N     -   189,570.    7,779,630.      MT  (+/- 180 meters Scaled)
 RL1221
 RL1221                          SUPERSEDED SURVEY CONTROL
 RL1221
 RL1221  NGVD 29 (??/??/92)  458.202  (m)         1503.28   (f) ADJ UNCH    2 0
 RL1221
 RL1221.Superseded values are not recommended for survey control.
 RL1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1221.See file dsdata.txt to determine how the superseded data were derived.
 RL1221
 RL1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS796483(NAD 83)
 RL1221_MARKER: DB = BENCH MARK DISK
 RL1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1221_STAMPING: G 140 1948
 RL1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1221+STABILITY: SURFACE MOTION
 RL1221
 RL1221  HISTORY     - Date     Condition        Report By
 RL1221  HISTORY     - 1948     MONUMENTED       CGS
 RL1221  HISTORY     - 1987     GOOD             USPSQD
 RL1221  HISTORY     - 19950612 GOOD             USPSQD
 RL1221  HISTORY     - 20000817 GOOD             MIDT
 RL1221  HISTORY     - 20040806 GOOD             USPSQD
 RL1221
 RL1221                          STATION DESCRIPTION
 RL1221
 RL1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1221'3.6 MI SE FROM WAKEFIELD.
 RL1221'ABOUT 3.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1221'SCHOOL AT WAKEFIELD, ABOUT 0.2 MILE NORTHWEST OF A BRIDGE OVER
 RL1221'JACKSON CREEK, AT THE CROSSING OF DRIVE WAYS TO HOUSES ON BOTH
 RL1221'SIDES OF HIGHWAY, 62 FEET EAST OF THE CENTER OF THE
 RL1221'INTERSECTION, 56 FEET NORTHEAST OF THE CENTER LINE OF THE
 RL1221'HIGHWAY, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE TO
 RL1221'THE HOUSE ON THE NORTHEAST SIDE OF THE HIGHWAY, 95 FEET SOUTHWEST
 RL1221'OF TRANSFORMER POWER POLE NO. 64, 45 FEET SOUTHWEST OF A FENCE
 RL1221'CORNER, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1/2
 RL1221'FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1221'PROJECTING 6 INCHES.
 RL1221
 RL1221                          STATION RECOVERY (1987)
 RL1221
 RL1221'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1221'RECOVERED IN GOOD CONDITION.
 RL1221
 RL1221                          STATION RECOVERY (1995)
 RL1221
 RL1221'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1221'RECOVERED IN GOOD CONDITION.
 RL1221
 RL1221                          STATION RECOVERY (2000)
 RL1221
 RL1221'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1221'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-28 AND US-2 IN
 RL1221'WAKEFIELD GO EAST ALONG US-2 6.281 KM TO THE MARK ON LEFT. 17.2 M
 RL1221'NORTHEAST OF C/L OF US-2,14.1 M SOUTHWEST OF POWER POLE NO. 24-76/36,
 RL1221'7.7 M SOUTHEAST C/L GRAVEL DRIVE TO HOUSE NO. 269, 1 M SOUTHWEST OF A
 RL1221'WITNESS POST, 0.1 M ABOVE GROUND AND 0.7 M BELOW LEVEL WITH HWY US-2.
 RL1221
 RL1221                          STATION RECOVERY (2004)
 RL1221
 RL1221'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0979 ***********************************************************************
 RL0979  DESIGNATION -  G 141
 RL0979  PID         -  RL0979
 RL0979  STATE/COUNTY-  MI/GOGEBIC
 RL0979  USGS QUAD   -  STAR LAKE (1982)
 RL0979
 RL0979                         *CURRENT SURVEY CONTROL
 RL0979  ___________________________________________________________________
 RL0979* NAD 83(1986)-  46 20 46.     (N)    089 28 52.     (W)     SCALED    
 RL0979* NAVD 88     -       472.337  (meters)    1549.66   (feet)  ADJUSTED  
 RL0979  ___________________________________________________________________
 RL0979  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 RL0979  DYNAMIC HT  -         472.350 (meters)    1549.70  (feet)  COMP
 RL0979  MODELED GRAV-     980,625.3   (mgal)                       NAVD 88
 RL0979
 RL0979  VERT ORDER  -  SECOND    CLASS 0
 RL0979
 RL0979.The horizontal coordinates were scaled from a topographic map and have
 RL0979.an estimated accuracy of +/- 6 seconds.
 RL0979
 RL0979.The orthometric height was determined by differential leveling
 RL0979.and adjusted by the National Geodetic Survey in June 1991..
 RL0979
 RL0979.The geoid height was determined by GEOID03.
 RL0979
 RL0979.The dynamic height is computed by dividing the NAVD 88
 RL0979.geopotential number by the normal gravity value computed on the
 RL0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0979.degrees latitude (g = 980.6199 gals.).
 RL0979
 RL0979.The modeled gravity was interpolated from observed gravity values.
 RL0979
 RL0979;                    North         East    Units  Estimated Accuracy
 RL0979;SPC MI N     -   176,680.    7,809,060.      MT  (+/- 180 meters Scaled)
 RL0979
 RL0979                          SUPERSEDED SURVEY CONTROL
 RL0979
 RL0979  NGVD 29 (??/??/92)  472.354  (m)         1549.71   (f) ADJ UNCH    2 0
 RL0979
 RL0979.Superseded values are not recommended for survey control.
 RL0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0979.See file dsdata.txt to determine how the superseded data were derived.
 RL0979
 RL0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS090354(NAD 83)
 RL0979_MARKER: DB = BENCH MARK DISK
 RL0979_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL0979_SP_SET: BRIDGE ABUTMENT
 RL0979_STAMPING: G 141 1948
 RL0979_MARK LOGO: CGS   
 RL0979_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0979+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL0979
 RL0979  HISTORY     - Date     Condition        Report By
 RL0979  HISTORY     - 1948     MONUMENTED       CGS
 RL0979  HISTORY     - 1987     GOOD             USPSQD
 RL0979  HISTORY     - 19950830 GOOD             MIDT
 RL0979  HISTORY     - 19950830 GOOD             MIDT
 RL0979
 RL0979                          STATION DESCRIPTION
 RL0979
 RL0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0979'11.7 MI E FROM MARENISCO.
 RL0979'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0979'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0979'11.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, SET IN THE TOP OF THE
 RL0979'SOUTHEAST END OF THE CONCRETE FOUNDATION FOR THE SOUTHWEST
 RL0979'CONCRETE BANISTER OF A 42-FOOT CONCRETE BRIDGE OVER TENDERFOOT
 RL0979'CREEK, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10.5
 RL0979'FEET NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST BANISTER,
 RL0979'1/2 FOOT NORTHEAST OF THE BANISTER, DIRECTLY OVER SOUTHEAST
 RL0979'ABUTMENT OF BRIDGE AND 1/2 FOOT ABOVE THE HIGHWAY.
 RL0979
 RL0979                          STATION RECOVERY (1987)
 RL0979
 RL0979'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0979'RECOVERED IN GOOD CONDITION.
 RL0979
 RL0979                          STATION RECOVERY (1995)
 RL0979
 RL0979'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0979'RECOVERED AS DESCRIBED.
 RL0979
 RL0979                          STATION RECOVERY (1995)
 RL0979
 RL0979'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0979'STATION IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF MARENISCO
 RL0979'ALONG OLD US HIGHWAY 2 AT TENDERFOOT CREEK. TO REACH FROM THE JUNCTION
 RL0979'OF US HIGHWAY 2 AND STATE HIGHWAY M-64 SOUTH A MARENISCO GO SOUTHEAST
 RL0979'ALONG US HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A ROAD RIGHT.  TURN
 RL0979'RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 0.4 MI (0.6 KM) TO THE MARK ON
 RL0979'THE RIGHT IN THE CONCRETE BRIDGE OVER TENDERFOOT CREEK. STATION IS SET
 RL0979'IN THE TOP OF THE SOUTHEAST END OF THE SOUTH CONCRETE SIDEWALK AT THE
 RL0979'EAST ABUTMENT, 16 FT (4.9 M) SOUTHWEST FROM THE ROAD CENTERLINE, 10.5
 RL0979'FT (3.2 M) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE RAILING (AKA
 RL0979'BANISTER) , 0.5 FT (15.2 CM) NORTHEAST OF THE FACE OF THE RAILING AND
 RL0979'ABOUT 0.5 FT (15.2 CM) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1203 ***********************************************************************
 RL1203  DESIGNATION -  G 142
 RL1203  PID         -  RL1203
 RL1203  STATE/COUNTY-  MI/GOGEBIC
 RL1203  USGS QUAD   -  MARENISCO (1975)
 RL1203
 RL1203                         *CURRENT SURVEY CONTROL
 RL1203  ___________________________________________________________________
 RL1203* NAD 83(1986)-  46 23 41.     (N)    089 38 15.     (W)     SCALED    
 RL1203* NAVD 88     -       490.654  (meters)    1609.75   (feet)  ADJUSTED  
 RL1203  ___________________________________________________________________
 RL1203  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 RL1203  DYNAMIC HT  -         490.656 (meters)    1609.76  (feet)  COMP
 RL1203  MODELED GRAV-     980,603.6   (mgal)                       NAVD 88
 RL1203
 RL1203  VERT ORDER  -  SECOND    CLASS 0
 RL1203
 RL1203.The horizontal coordinates were scaled from a topographic map and have
 RL1203.an estimated accuracy of +/- 6 seconds.
 RL1203
 RL1203.The orthometric height was determined by differential leveling
 RL1203.and adjusted by the National Geodetic Survey in June 1991..
 RL1203
 RL1203.The geoid height was determined by GEOID03.
 RL1203
 RL1203.The dynamic height is computed by dividing the NAVD 88
 RL1203.geopotential number by the normal gravity value computed on the
 RL1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1203.degrees latitude (g = 980.6199 gals.).
 RL1203
 RL1203.The modeled gravity was interpolated from observed gravity values.
 RL1203
 RL1203;                    North         East    Units  Estimated Accuracy
 RL1203;SPC MI N     -   182,470.    7,797,210.      MT  (+/- 180 meters Scaled)
 RL1203
 RL1203                          SUPERSEDED SURVEY CONTROL
 RL1203
 RL1203  NGVD 29 (??/??/92)  490.650  (m)         1609.74   (f) ADJ UNCH    2 0
 RL1203
 RL1203.Superseded values are not recommended for survey control.
 RL1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1203.See file dsdata.txt to determine how the superseded data were derived.
 RL1203
 RL1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS972412(NAD 83)
 RL1203_MARKER: DB = BENCH MARK DISK
 RL1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1203_STAMPING: G 142 1948
 RL1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1203+STABILITY: SURFACE MOTION
 RL1203
 RL1203  HISTORY     - Date     Condition        Report By
 RL1203  HISTORY     - 1948     MONUMENTED       CGS
 RL1203  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1203  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1203  HISTORY     - 20040805 GOOD             USPSQD
 RL1203
 RL1203                          STATION DESCRIPTION
 RL1203
 RL1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1203'3.7 MI NE FROM MARENISCO.
 RL1203'ABOUT 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1203'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1203'1.0 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 2, 111 FEET
 RL1203'SOUTHWEST OF THE NORTHWEST END OF A 14-INCH PIPE CULVERT, 42
 RL1203'FEET SOUTHWEST OF A POWER POLE, 10 FEET SOUTHEAST OF THE ROW
 RL1203'OF POLES, 31 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL1203'15 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH FIR TREE, 2 1/2
 RL1203'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1203'PROJECTING 6 INCHES.
 RL1203
 RL1203                          STATION RECOVERY (1987)
 RL1203
 RL1203'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1203'MARK NOT FOUND.
 RL1203
 RL1203                          STATION RECOVERY (1995)
 RL1203
 RL1203'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1203'MARK NOT FOUND.
 RL1203
 RL1203                          STATION RECOVERY (2004)
 RL1203
 RL1203'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1101 ***********************************************************************
 RL1101  DESIGNATION -  G 143
 RL1101  PID         -  RL1101
 RL1101  STATE/COUNTY-  MI/ONTONAGON
 RL1101  USGS QUAD   -  
 RL1101
 RL1101                         *CURRENT SURVEY CONTROL
 RL1101  ___________________________________________________________________
 RL1101* NAD 83(1986)-  46 24 15.     (N)    089 12 36.     (W)     SCALED    
 RL1101* NAVD 88     -       417.691  (meters)    1370.37   (feet)  ADJUSTED  
 RL1101  ___________________________________________________________________
 RL1101  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RL1101  DYNAMIC HT  -         417.702 (meters)    1370.41  (feet)  COMP
 RL1101  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 RL1101
 RL1101  VERT ORDER  -  SECOND    CLASS 0
 RL1101
 RL1101.The horizontal coordinates were scaled from a topographic map and have
 RL1101.an estimated accuracy of +/- 6 seconds.
 RL1101
 RL1101.The orthometric height was determined by differential leveling
 RL1101.and adjusted by the National Geodetic Survey in June 1991..
 RL1101
 RL1101.The geoid height was determined by GEOID03.
 RL1101
 RL1101.The dynamic height is computed by dividing the NAVD 88
 RL1101.geopotential number by the normal gravity value computed on the
 RL1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1101.degrees latitude (g = 980.6199 gals.).
 RL1101
 RL1101.The modeled gravity was interpolated from observed gravity values.
 RL1101
 RL1101;                    North         East    Units  Estimated Accuracy
 RL1101;SPC MI N     -   182,520.    7,830,100.      MT  (+/- 180 meters Scaled)
 RL1101
 RL1101                          SUPERSEDED SURVEY CONTROL
 RL1101
 RL1101  NGVD 29 (??/??/92)  417.714  (m)         1370.45   (f) ADJ UNCH    2 0
 RL1101
 RL1101.Superseded values are not recommended for survey control.
 RL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1101.See file dsdata.txt to determine how the superseded data were derived.
 RL1101
 RL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS301413(NAD 83)
 RL1101_MARKER: DB = BENCH MARK DISK
 RL1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1101_STAMPING: G 143 1948
 RL1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1101+STABILITY: SURFACE MOTION
 RL1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1101+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2004
 RL1101
 RL1101  HISTORY     - Date     Condition        Report By
 RL1101  HISTORY     - 1948     MONUMENTED       CGS
 RL1101  HISTORY     - 20010617 GOOD             USPSQD
 RL1101  HISTORY     - 20040924 GOOD             GEOCAC
 RL1101
 RL1101                          STATION DESCRIPTION
 RL1101
 RL1101'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1101'1.8 MI W FROM PAULDING.
 RL1101'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST
 RL1101'OFFICE AT PAULDING, THENCE ABOUT 1.6 MILES SOUTHWEST ALONG A
 RL1101'GRAVEL ROAD, ABOUT 0.55 MILE NORTHEAST OF A ROAD SOUTH TO
 RL1101'PAULDING FIRE LOOKOUT TOWER, ABOUT 0.4 MILE WEST AND SOUTH OF
 RL1101'A 20-FOOT CONCRETE BRIDGE OVER BLUFF CREEK, ALONG A SHORT
 RL1101'NORTH-SOUTH TANGENT, AT THE JUNCTION OF A ROAD SOUTHEAST, 40
 RL1101'FEET EAST OF THE CENTER OF THE JUNCTION, 8 FEET WEST OF A TRIANGULAR
 RL1101'BLAZED 20-INCH PINE TREE, 31 FEET SOUTH OF A TRIANGULAR BLAZED
 RL1101'14-INCH PINE TREE, 11 FEET NORTHWEST OF A TRIANGULAR BLAZED
 RL1101'14-INCH PINE TREE, 2 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL1101'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1101'POST PROJECTING 7 INCHES.
 RL1101
 RL1101                          STATION RECOVERY (2001)
 RL1101
 RL1101'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1101'RECOVERED IN GOOD CONDITION.
 RL1101
 RL1101                          STATION RECOVERY (2004)
 RL1101
 RL1101'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1101'NAD 83 -  46 24 14.7 (N) -   089 12 36.3 W) HANDHELD DGPS
 RL1101' 
 RL1101'LOCATED ALONG SLEEPY HOLLOW ROAD.
 RL1101' 
 RL1101' 
 RL1101' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1049 ***********************************************************************
 RL1049  DESIGNATION -  G 144
 RL1049  PID         -  RL1049
 RL1049  STATE/COUNTY-  MI/ONTONAGON
 RL1049  USGS QUAD   -  STORMY LAKE (1982)
 RL1049
 RL1049                         *CURRENT SURVEY CONTROL
 RL1049  ___________________________________________________________________
 RL1049* NAD 83(1986)-  46 21 29.     (N)    089 17 18.     (W)     SCALED    
 RL1049* NAVD 88     -       460.358  (meters)    1510.36   (feet)  ADJUSTED  
 RL1049  ___________________________________________________________________
 RL1049  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 RL1049  DYNAMIC HT  -         460.372 (meters)    1510.40  (feet)  COMP
 RL1049  MODELED GRAV-     980,631.0   (mgal)                       NAVD 88
 RL1049
 RL1049  VERT ORDER  -  SECOND    CLASS 0
 RL1049
 RL1049.The horizontal coordinates were scaled from a topographic map and have
 RL1049.an estimated accuracy of +/- 6 seconds.
 RL1049
 RL1049.The orthometric height was determined by differential leveling
 RL1049.and adjusted by the National Geodetic Survey in June 1991..
 RL1049
 RL1049.The geoid height was determined by GEOID03.
 RL1049
 RL1049.The dynamic height is computed by dividing the NAVD 88
 RL1049.geopotential number by the normal gravity value computed on the
 RL1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1049.degrees latitude (g = 980.6199 gals.).
 RL1049
 RL1049.The modeled gravity was interpolated from observed gravity values.
 RL1049
 RL1049;                    North         East    Units  Estimated Accuracy
 RL1049;SPC MI N     -   177,560.    7,823,930.      MT  (+/- 180 meters Scaled)
 RL1049
 RL1049                          SUPERSEDED SURVEY CONTROL
 RL1049
 RL1049  NGVD 29 (??/??/92)  460.380  (m)         1510.43   (f) ADJ UNCH    2 0
 RL1049
 RL1049.Superseded values are not recommended for survey control.
 RL1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1049.See file dsdata.txt to determine how the superseded data were derived.
 RL1049
 RL1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS239363(NAD 83)
 RL1049_MARKER: DB = BENCH MARK DISK
 RL1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1049_STAMPING: G 144 1948
 RL1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1049+STABILITY: SURFACE MOTION
 RL1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1049+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1049
 RL1049  HISTORY     - Date     Condition        Report By
 RL1049  HISTORY     - 1948     MONUMENTED       CGS
 RL1049  HISTORY     - 20010617 GOOD             USPSQD
 RL1049  HISTORY     - 20040925 GOOD             GEOCAC
 RL1049
 RL1049                          STATION DESCRIPTION
 RL1049
 RL1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1049'8.9 MI SW FROM PAULDING.
 RL1049'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1049'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1049'ROAD, THENCE ABOUT 2.95 MILES SOUTH ALONG A ROAD LEADING TO
 RL1049'COUNTY LINE LAKE, AT A SMALL CLEARING ON EAST SIDE OF ROAD,
 RL1049'ABOUT 0.3 MILE NORTH OF A ROAD LEADING WEST, ABOUT 0.3 MILE
 RL1049'SOUTH OF A DIM ROAD EAST, 285 FEET SOUTH OF THE CENTER OF THE
 RL1049'JUCNTION OF A DIM ROAD EAST, 53 FEET NORTH OF A TRIANGULAR
 RL1049'BLAZED 22-INCH BIRCH TREE, 34 FEET SOUTH-SOUTHEAST OF A
 RL1049'TRIANGULAR BLAZED 12-INCH HARD MAPLE TREE, 32 FEET EAST OF THE
 RL1049'CENTER LINE OF THE ROAD, 7 FEET SOUTH OF A TRIANGULAR BLAZED
 RL1049'18-INCH BIRCH TREE, 2 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 RL1049'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1049'POST PROJECTING 6 INCHES.
 RL1049
 RL1049                          STATION RECOVERY (2001)
 RL1049
 RL1049'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1049'RECOVERED IN GOOD CONDITION.
 RL1049
 RL1049                          STATION RECOVERY (2004)
 RL1049
 RL1049'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1049'NAD 83 -  46 21 27.9 (N) -  089 17 19.3 (W)  HANDHELD DGPS
 RL1049' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1253 ***********************************************************************
 RL1253  DESIGNATION -  G 145
 RL1253  PID         -  RL1253
 RL1253  STATE/COUNTY-  MI/GOGEBIC
 RL1253  USGS QUAD   -  CHANEY LAKE (1982)
 RL1253
 RL1253                         *CURRENT SURVEY CONTROL
 RL1253  ___________________________________________________________________
 RL1253* NAD 83(1986)-  46 21 40.     (N)    089 56 11.     (W)     SCALED    
 RL1253* NAVD 88     -       510.827  (meters)    1675.94   (feet)  ADJUSTED  
 RL1253  ___________________________________________________________________
 RL1253  GEOID HEIGHT-         -30.92  (meters)                     GEOID03
 RL1253  DYNAMIC HT  -         510.822 (meters)    1675.92  (feet)  COMP
 RL1253  MODELED GRAV-     980,587.6   (mgal)                       NAVD 88
 RL1253
 RL1253  VERT ORDER  -  SECOND    CLASS 0
 RL1253
 RL1253.The horizontal coordinates were scaled from a topographic map and have
 RL1253.an estimated accuracy of +/- 6 seconds.
 RL1253
 RL1253.The orthometric height was determined by differential leveling
 RL1253.and adjusted by the National Geodetic Survey in June 1991..
 RL1253
 RL1253.The geoid height was determined by GEOID03.
 RL1253
 RL1253.The dynamic height is computed by dividing the NAVD 88
 RL1253.geopotential number by the normal gravity value computed on the
 RL1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1253.degrees latitude (g = 980.6199 gals.).
 RL1253
 RL1253.The modeled gravity was interpolated from observed gravity values.
 RL1253
 RL1253;                    North         East    Units  Estimated Accuracy
 RL1253;SPC MI N     -   179,550.    7,774,100.      MT  (+/- 180 meters Scaled)
 RL1253
 RL1253                          SUPERSEDED SURVEY CONTROL
 RL1253
 RL1253  NGVD 29 (??/??/92)  510.814  (m)         1675.90   (f) ADJ UNCH    2 0
 RL1253
 RL1253.Superseded values are not recommended for survey control.
 RL1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1253.See file dsdata.txt to determine how the superseded data were derived.
 RL1253
 RL1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS741383(NAD 83)
 RL1253_MARKER: DB = BENCH MARK DISK
 RL1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1253_STAMPING: G 145 1948
 RL1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1253+STABILITY: SURFACE MOTION
 RL1253
 RL1253  HISTORY     - Date     Condition        Report By
 RL1253  HISTORY     - 1948     MONUMENTED       CGS
 RL1253  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1253  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1253  HISTORY     - 19960624 MARK NOT FOUND   USPSQD
 RL1253  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1253
 RL1253                          STATION DESCRIPTION
 RL1253
 RL1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1253'8 MI S FROM WAKEFIELD.
 RL1253'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1253'HALL AT WAKEFIELD, THENCE ABOUT 7.4 MILES SOUTH ALONG CHANEY
 RL1253'LAKE ROAD, AT THE JUNCTION OF A ROAD LEADING NORTHEAST, 94 FEET
 RL1253'NORTHEAST OF THE JUNCTION OF A TRAIL LEADING WEST, 54 FEET
 RL1253'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD NORTHEAST,
 RL1253'48 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTHEAST
 RL1253'OF THE CENTER LINE OF THE ROAD NORTHEAST, 16 FEET SOUTHWEST
 RL1253'OF A TRIANGULAR BLAZED 22-INCH HEMLOCK TREE, 6 FEET EAST
 RL1253'OF A TRIANGULAR BLAZED 15-INCH MAPLE TREE, 5 FEET WEST OF THE
 RL1253'WEST EDGE OF A LARGE GRANITE BOULDER, ABOUT LEVEL WITH THE ROAD
 RL1253'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1253
 RL1253                          STATION RECOVERY (1978)
 RL1253
 RL1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1253'MARK NOT FOUND.
 RL1253
 RL1253                          STATION RECOVERY (1988)
 RL1253
 RL1253'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1253'MARK NOT FOUND.
 RL1253
 RL1253                          STATION RECOVERY (1996)
 RL1253
 RL1253'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1253'MARK NOT FOUND.
 RL1253
 RL1253                          STATION RECOVERY (2004)
 RL1253
 RL1253'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1165 ***********************************************************************
 RL1165  DESIGNATION -  G 146
 RL1165  PID         -  RL1165
 RL1165  STATE/COUNTY-  MI/GOGEBIC
 RL1165  USGS QUAD   -  GOGEBIC (1982)
 RL1165
 RL1165                         *CURRENT SURVEY CONTROL
 RL1165  ___________________________________________________________________
 RL1165* NAD 83(1986)-  46 20 01.     (N)    089 31 49.     (W)     SCALED    
 RL1165* NAVD 88     -       486.411  (meters)    1595.83   (feet)  ADJUSTED  
 RL1165  ___________________________________________________________________
 RL1165  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 RL1165  DYNAMIC HT  -         486.423 (meters)    1595.87  (feet)  COMP
 RL1165  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RL1165
 RL1165  VERT ORDER  -  SECOND    CLASS 0
 RL1165
 RL1165.The horizontal coordinates were scaled from a topographic map and have
 RL1165.an estimated accuracy of +/- 6 seconds.
 RL1165
 RL1165.The orthometric height was determined by differential leveling
 RL1165.and adjusted by the National Geodetic Survey in June 1991..
 RL1165
 RL1165.The geoid height was determined by GEOID03.
 RL1165
 RL1165.The dynamic height is computed by dividing the NAVD 88
 RL1165.geopotential number by the normal gravity value computed on the
 RL1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1165.degrees latitude (g = 980.6199 gals.).
 RL1165
 RL1165.The modeled gravity was interpolated from observed gravity values.
 RL1165
 RL1165;                    North         East    Units  Estimated Accuracy
 RL1165;SPC MI N     -   175,410.    7,805,230.      MT  (+/- 180 meters Scaled)
 RL1165
 RL1165                          SUPERSEDED SURVEY CONTROL
 RL1165
 RL1165  NGVD 29 (??/??/92)  486.426  (m)         1595.88   (f) ADJ UNCH    2 0
 RL1165
 RL1165.Superseded values are not recommended for survey control.
 RL1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1165.See file dsdata.txt to determine how the superseded data were derived.
 RL1165
 RL1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS052342(NAD 83)
 RL1165_MARKER: DB = BENCH MARK DISK
 RL1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1165_STAMPING: G 146 1948
 RL1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1165+STABILITY: SURFACE MOTION
 RL1165
 RL1165  HISTORY     - Date     Condition        Report By
 RL1165  HISTORY     - 1948     MONUMENTED       CGS
 RL1165
 RL1165                          STATION DESCRIPTION
 RL1165
 RL1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1165'2.4 MI SW FROM GOGEBIC STATION.
 RL1165'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM THE CROSSING OF
 RL1165'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1165'ABOUT 1.85 MILES SOUTHWEST ALONG A TRAIL, ABOUT 0.9 MILE SOUTHWEST
 RL1165'OF A TRAIL EAST, AT THE JUNCTION OF A TRAIL SOUTHEAST, 22 FEET
 RL1165'SOUTHEAST OF THE CENTER LINE OF THE MAIN TRAIL, 30 FEET SOUTHEAST
 RL1165'OF THE CENTER OF THE JUNCTION, 38 FEET SOUTHEAST AND ACROSS
 RL1165'THE SIDE TRAIL FROM A TRIANGULAR BLAZED 10-INCH BASSWOOD TREE,
 RL1165'8 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH BIRCH TREE,
 RL1165'5 FEET NORTHEAST OF A TRIANGULAR BLAZED 8-INCH MAPLE TREE,
 RL1165'1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL1165'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1165'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1053 ***********************************************************************
 RL1053  DESIGNATION -  G 147
 RL1053  PID         -  RL1053
 RL1053  STATE/COUNTY-  MI/ONTONAGON
 RL1053  USGS QUAD   -  
 RL1053
 RL1053                         *CURRENT SURVEY CONTROL
 RL1053  ___________________________________________________________________
 RL1053* NAD 83(1986)-  46 28 51.     (N)    089 15 43.     (W)     SCALED    
 RL1053* NAVD 88     -       394.748  (meters)    1295.10   (feet)  ADJUSTED  
 RL1053  ___________________________________________________________________
 RL1053  GEOID HEIGHT-         -31.68  (meters)                     GEOID03
 RL1053  DYNAMIC HT  -         394.759 (meters)    1295.14  (feet)  COMP
 RL1053  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RL1053
 RL1053  VERT ORDER  -  SECOND    CLASS 0
 RL1053
 RL1053.The horizontal coordinates were scaled from a topographic map and have
 RL1053.an estimated accuracy of +/- 6 seconds.
 RL1053
 RL1053.The orthometric height was determined by differential leveling
 RL1053.and adjusted by the National Geodetic Survey in June 1991..
 RL1053
 RL1053.The geoid height was determined by GEOID03.
 RL1053
 RL1053.The dynamic height is computed by dividing the NAVD 88
 RL1053.geopotential number by the normal gravity value computed on the
 RL1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1053.degrees latitude (g = 980.6199 gals.).
 RL1053
 RL1053.The modeled gravity was interpolated from observed gravity values.
 RL1053
 RL1053;                    North         East    Units  Estimated Accuracy
 RL1053;SPC MI N     -   191,150.    7,826,350.      MT  (+/- 180 meters Scaled)
 RL1053
 RL1053                          SUPERSEDED SURVEY CONTROL
 RL1053
 RL1053  NGVD 29 (??/??/92)  394.759  (m)         1295.14   (f) ADJ UNCH    2 0
 RL1053
 RL1053.Superseded values are not recommended for survey control.
 RL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1053.See file dsdata.txt to determine how the superseded data were derived.
 RL1053
 RL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS263499(NAD 83)
 RL1053_MARKER: DB = BENCH MARK DISK
 RL1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1053_STAMPING: G 147 1948
 RL1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1053+STABILITY: SURFACE MOTION
 RL1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1053+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1053
 RL1053  HISTORY     - Date     Condition        Report By
 RL1053  HISTORY     - 1948     MONUMENTED       CGS
 RL1053  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1053  HISTORY     - 20040925 GOOD             GEOCAC
 RL1053
 RL1053                          STATION DESCRIPTION
 RL1053
 RL1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1053'4.6 MI SE FROM EWEN.
 RL1053'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE MEDHODIST
 RL1053'CHAPEL AT EWEN, THENCE ABOUT 3.75 MILES SOUTH ALONG A GRAVEL
 RL1053'ROAD, ABOUT 0.2 MILE NORTH OF A ROAD LEADING EAST, ABOUT 0.15
 RL1053'MILE SOUTH OF A 1 1/2 STORY FARM HOUSE ON WEST SIDE OF ROAD,
 RL1053'34 FEET EAST OF THE CENTER LINE OF THE ROAD, AT A FENCE CORNER,
 RL1053'8 FEET EAST OF THE NORTH-SOUTH FENCE, 1 1/2 FEET SOUTH OF THE
 RL1053'FENCE LINE EAST, ABOUT 150 FEET SOUTH OF THE SECOND POWER POLE
 RL1053'SOUTH OF A POLE WITH TRANSFORMER AND BRANCH LINE WEST TO HOUSE,
 RL1053'ABOUT IN LINE WITH THE ROW OF POLES, 2 1/2 FEET EAST OF A WHITE
 RL1053'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL1053'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1053
 RL1053                          STATION RECOVERY (2001)
 RL1053
 RL1053'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1053'MARK NOT FOUND.
 RL1053
 RL1053                          STATION RECOVERY (2004)
 RL1053
 RL1053'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1053'NAD 83 -  46 28 51.0 (N) -  089 15 42.8 (W)  HANDHELD DGPS
 RL1053' 
 RL1053'ROAD NAME IS CHOATE ROAD.
 RL1053' 
 RL1053'LOCATED AT THE SOUTH END OF A VAST FIELD, (OPEN ON WEST ALSO) IN LINE
 RL1053'WITH THE TREE LINE TO THE EAST.  IT IS 155 FT SOUTH OF A OLD POWER
 RL1053'POLE, ABOUT 1.5 FT BELOW LEVEL WITH THE ROAD AND PROJECTING ABOUT
 RL1053'4-INCH'S ABOVE GROUND. NO WITNESS POST EXISTS AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0062 ***********************************************************************
 RL0062  DESIGNATION -  G 148
 RL0062  PID         -  RL0062
 RL0062  STATE/COUNTY-  MI/BARAGA
 RL0062  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0062
 RL0062                         *CURRENT SURVEY CONTROL
 RL0062  ___________________________________________________________________
 RL0062* NAD 83(1986)-  46 53 59.     (N)    088 28 36.     (W)     SCALED    
 RL0062* NAVD 88     -       206.158  (meters)     676.37   (feet)  ADJUSTED  
 RL0062  ___________________________________________________________________
 RL0062  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 RL0062  DYNAMIC HT  -         206.172 (meters)     676.42  (feet)  COMP
 RL0062  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 RL0062
 RL0062  VERT ORDER  -  SECOND    CLASS 0
 RL0062
 RL0062.The horizontal coordinates were scaled from a topographic map and have
 RL0062.an estimated accuracy of +/- 6 seconds.
 RL0062
 RL0062.The orthometric height was determined by differential leveling
 RL0062.and adjusted by the National Geodetic Survey in June 1991..
 RL0062
 RL0062.The geoid height was determined by GEOID03.
 RL0062
 RL0062.The dynamic height is computed by dividing the NAVD 88
 RL0062.geopotential number by the normal gravity value computed on the
 RL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0062.degrees latitude (g = 980.6199 gals.).
 RL0062
 RL0062.The modeled gravity was interpolated from observed gravity values.
 RL0062
 RL0062;                    North         East    Units  Estimated Accuracy
 RL0062;SPC MI N     -   236,280.    7,887,490.      MT  (+/- 180 meters Scaled)
 RL0062
 RL0062                          SUPERSEDED SURVEY CONTROL
 RL0062
 RL0062  NGVD 29 (??/??/92)  206.144  (m)          676.32   (f) ADJ UNCH    2 0
 RL0062
 RL0062.Superseded values are not recommended for survey control.
 RL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0062.See file dsdata.txt to determine how the superseded data were derived.
 RL0062
 RL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS875950(NAD 83)
 RL0062_MARKER: DB = BENCH MARK DISK
 RL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0062_STAMPING: G 148 1948
 RL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0062+STABILITY: SURFACE MOTION
 RL0062
 RL0062  HISTORY     - Date     Condition        Report By
 RL0062  HISTORY     - 1948     MONUMENTED       CGS
 RL0062
 RL0062                          STATION DESCRIPTION
 RL0062
 RL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0062'1.2 MI S FROM ARNHEIM.
 RL0062'ABOUT 1.2 MILES SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0062'RAILWAY FROM THE ROAD CROSSING AT ARNHEIM, AT THE NORTHWEST
 RL0062'CORNER OF A CULTIVATED FIELD, 178 FEET NORTHEAST AND ACROSS
 RL0062'THE TRACK FROM MILE POST 31, 38 FEET EAST OF THE EAST RAIL OF
 RL0062'THE TRACK, 12 FEET SOUTHWEST OF TELEPHONE POLE 1217, 8 FEET
 RL0062'WEST OF THE R/W FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE
 RL0062'WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE TOP
 RL0062'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0553 ***********************************************************************
 RL0553  DESIGNATION -  G 149
 RL0553  PID         -  RL0553
 RL0553  STATE/COUNTY-  MI/HOUGHTON
 RL0553  USGS QUAD   -  PINE LAKE (1984)
 RL0553
 RL0553                         *CURRENT SURVEY CONTROL
 RL0553  ___________________________________________________________________
 RL0553* NAD 83(1986)-  46 55 25.     (N)    088 37 30.     (W)     SCALED    
 RL0553* NAVD 88     -       254.896  (meters)     836.27   (feet)  ADJUSTED  
 RL0553  ___________________________________________________________________
 RL0553  GEOID HEIGHT-         -33.92  (meters)                     GEOID03
 RL0553  DYNAMIC HT  -         254.915 (meters)     836.33  (feet)  COMP
 RL0553  MODELED GRAV-     980,683.4   (mgal)                       NAVD 88
 RL0553
 RL0553  VERT ORDER  -  SECOND    CLASS 0
 RL0553
 RL0553.The horizontal coordinates were scaled from a topographic map and have
 RL0553.an estimated accuracy of +/- 6 seconds.
 RL0553
 RL0553.The orthometric height was determined by differential leveling
 RL0553.and adjusted by the National Geodetic Survey in June 1991..
 RL0553
 RL0553.The geoid height was determined by GEOID03.
 RL0553
 RL0553.The dynamic height is computed by dividing the NAVD 88
 RL0553.geopotential number by the normal gravity value computed on the
 RL0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0553.degrees latitude (g = 980.6199 gals.).
 RL0553
 RL0553.The modeled gravity was interpolated from observed gravity values.
 RL0553
 RL0553;                    North         East    Units  Estimated Accuracy
 RL0553;SPC MI N     -   239,150.    7,876,250.      MT  (+/- 180 meters Scaled)
 RL0553
 RL0553                          SUPERSEDED SURVEY CONTROL
 RL0553
 RL0553  NGVD 29 (??/??/92)  254.884  (m)          836.23   (f) ADJ UNCH    2 0
 RL0553
 RL0553.Superseded values are not recommended for survey control.
 RL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0553.See file dsdata.txt to determine how the superseded data were derived.
 RL0553
 RL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS762979(NAD 83)
 RL0553_MARKER: DB = BENCH MARK DISK
 RL0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0553_SP_SET: FOUNDATION
 RL0553_STAMPING: G 149 1948
 RL0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0553+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 RL0553
 RL0553  HISTORY     - Date     Condition        Report By
 RL0553  HISTORY     - 1948     MONUMENTED       CGS
 RL0553  HISTORY     - 20040430 GOOD             GEOCAC
 RL0553
 RL0553                          STATION DESCRIPTION
 RL0553
 RL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0553'AT TAPIOLA.
 RL0553'AT TAPIOLA, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE
 RL0553'FOUNDATION AT THE NORTHWEST CORNER OF THE JOHN DOELLE AGRICULTURAL
 RL0553'SCHOOL, 3 FEET SOUTH OF THE NORTHWEST CORNER, 57 FEET NORTH
 RL0553'OF THE WEST ENTRANCE AND 1 FOOT ABOVE THE GROUND.
 RL0553
 RL0553                          STATION RECOVERY (2004)
 RL0553
 RL0553'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0553'THE BUILDING IS NO LONGER A SCHOOL.
 RL0553' 
 RL0553' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0248 ***********************************************************************
 PL0248  DESIGNATION -  G 15
 PL0248  PID         -  PL0248
 PL0248  STATE/COUNTY-  MI/OSCEOLA
 PL0248  USGS QUAD   -  
 PL0248
 PL0248                         *CURRENT SURVEY CONTROL
 PL0248  ___________________________________________________________________
 PL0248* NAD 83(1986)-  44 00 28.     (N)    085 29 57.     (W)     SCALED    
 PL0248* NAVD 88     -       364.445  (meters)    1195.68   (feet)  ADJUSTED  
 PL0248  ___________________________________________________________________
 PL0248  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 PL0248  DYNAMIC HT  -         364.389 (meters)    1195.50  (feet)  COMP
 PL0248  MODELED GRAV-     980,453.1   (mgal)                       NAVD 88
 PL0248
 PL0248  VERT ORDER  -  FIRST     CLASS II
 PL0248
 PL0248.The horizontal coordinates were scaled from a topographic map and have
 PL0248.an estimated accuracy of +/- 6 seconds.
 PL0248
 PL0248.The orthometric height was determined by differential leveling
 PL0248.and adjusted by the National Geodetic Survey in June 1991..
 PL0248
 PL0248.The geoid height was determined by GEOID03.
 PL0248
 PL0248.The dynamic height is computed by dividing the NAVD 88
 PL0248.geopotential number by the normal gravity value computed on the
 PL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0248.degrees latitude (g = 980.6199 gals.).
 PL0248
 PL0248.The modeled gravity was interpolated from observed gravity values.
 PL0248
 PL0248;                    North         East    Units  Estimated Accuracy
 PL0248;SPC MI C     -    77,430.    5,909,180.      MT  (+/- 180 meters Scaled)
 PL0248
 PL0248                          SUPERSEDED SURVEY CONTROL
 PL0248
 PL0248  NGVD 29 (??/??/92)  364.543  (m)         1196.00   (f) ADJ UNCH    1 2
 PL0248
 PL0248.Superseded values are not recommended for survey control.
 PL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0248.See file dsdata.txt to determine how the superseded data were derived.
 PL0248
 PL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP203738(NAD 83)
 PL0248_MARKER: P = PIPE CAP
 PL0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PL0248_SP_SET: METAL PIPE DRIVEN INTO GROUND
 PL0248_STAMPING: 312
 PL0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0248
 PL0248  HISTORY     - Date     Condition        Report By
 PL0248  HISTORY     - UNK      MONUMENTED       CGS
 PL0248  HISTORY     - 1934     GOOD             NGS
 PL0248  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0248
 PL0248                          STATION DESCRIPTION
 PL0248
 PL0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0248'2.5 MI N FROM ASHTON.
 PL0248'2.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
 PL0248'STATION AT ASHTON, AT MILEPOST 312, AND 6.3 FEET EAST OF THE
 PL0248'EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL PROJECTING
 PL0248'2 INCHES ABOVE GROUND AND STAMPED 312.
 PL0248
 PL0248                          STATION RECOVERY (2001)
 PL0248
 PL0248'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0336 ***********************************************************************
 RK0336  DESIGNATION -  G 150
 RK0336  PID         -  RK0336
 RK0336  STATE/COUNTY-  MI/MARQUETTE
 RK0336  USGS QUAD   -  SILVER LAKE BASIN (1996)
 RK0336
 RK0336                         *CURRENT SURVEY CONTROL
 RK0336  ___________________________________________________________________
 RK0336* NAD 83(1986)-  46 37 49.     (N)    087 46 33.     (W)     SCALED    
 RK0336* NAVD 88     -       424.067  (meters)    1391.29   (feet)  ADJUSTED  
 RK0336  ___________________________________________________________________
 RK0336  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 RK0336  DYNAMIC HT  -         424.093 (meters)    1391.38  (feet)  COMP
 RK0336  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 RK0336
 RK0336  VERT ORDER  -  SECOND    CLASS 0
 RK0336
 RK0336.The horizontal coordinates were scaled from a topographic map and have
 RK0336.an estimated accuracy of +/- 6 seconds.
 RK0336
 RK0336.The orthometric height was determined by differential leveling
 RK0336.and adjusted by the National Geodetic Survey in June 1991..
 RK0336
 RK0336.The geoid height was determined by GEOID03.
 RK0336
 RK0336.The dynamic height is computed by dividing the NAVD 88
 RK0336.geopotential number by the normal gravity value computed on the
 RK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0336.degrees latitude (g = 980.6199 gals.).
 RK0336
 RK0336.The modeled gravity was interpolated from observed gravity values.
 RK0336
 RK0336;                    North         East    Units  Estimated Accuracy
 RK0336;SPC MI N     -   205,570.    7,940,590.      MT  (+/- 180 meters Scaled)
 RK0336
 RK0336                          SUPERSEDED SURVEY CONTROL
 RK0336
 RK0336  NGVD 29 (??/??/92)  424.016  (m)         1391.13   (f) ADJ UNCH    2 0
 RK0336
 RK0336.Superseded values are not recommended for survey control.
 RK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0336.See file dsdata.txt to determine how the superseded data were derived.
 RK0336
 RK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS406643(NAD 83)
 RK0336_MARKER: DB = BENCH MARK DISK
 RK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0336_STAMPING: G 150 1948
 RK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0336+STABILITY: SURFACE MOTION
 RK0336
 RK0336  HISTORY     - Date     Condition        Report By
 RK0336  HISTORY     - 1948     MONUMENTED       CGS
 RK0336  HISTORY     - 1985     GOOD             NGS
 RK0336
 RK0336                          STATION DESCRIPTION
 RK0336
 RK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0336'15.6 MI NW FROM ISHPEMING.
 RK0336'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0336'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0336'6.55 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE 0.3 MILE
 RK0336'SOUTHEAST ALONG A DIM ROAD, 0.4 MILE SOUTHEAST OF THE BRIDGE
 RK0336'OVER BIG DEAD RIVER, IN THE SOUTHEAST CORNER OF THE INTERSECTION
 RK0336'WITH A ROAD SOUTH, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RK0336'MAIN ROAD, 26 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH,
 RK0336'35 FEET SOUTH OF THE EXTENDED CENTER LINE OF A VERY DIM ROAD
 RK0336'LEADING WEST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RK0336'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A
 RK0336'CONCRETE POST PROJECTING 6 INCHES.
 RK0336
 RK0336                          STATION RECOVERY (1985)
 RK0336
 RK0336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0595 ***********************************************************************
 RL0595  DESIGNATION -  G 151
 RL0595  PID         -  RL0595
 RL0595  STATE/COUNTY-  MI/HOUGHTON
 RL0595  USGS QUAD   -  
 RL0595
 RL0595                         *CURRENT SURVEY CONTROL
 RL0595  ___________________________________________________________________
 RL0595* NAD 83(1986)-  46 45 48.     (N)    088 45 33.     (W)     SCALED    
 RL0595* NAVD 88     -       284.874  (meters)     934.62   (feet)  ADJUSTED  
 RL0595  ___________________________________________________________________
 RL0595  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 RL0595  DYNAMIC HT  -         284.891 (meters)     934.68  (feet)  COMP
 RL0595  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RL0595
 RL0595  VERT ORDER  -  SECOND    CLASS 0
 RL0595
 RL0595.The horizontal coordinates were scaled from a topographic map and have
 RL0595.an estimated accuracy of +/- 6 seconds.
 RL0595
 RL0595.The orthometric height was determined by differential leveling
 RL0595.and adjusted by the National Geodetic Survey in June 1991..
 RL0595
 RL0595.The geoid height was determined by GEOID03.
 RL0595
 RL0595.The dynamic height is computed by dividing the NAVD 88
 RL0595.geopotential number by the normal gravity value computed on the
 RL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0595.degrees latitude (g = 980.6199 gals.).
 RL0595
 RL0595.The modeled gravity was interpolated from observed gravity values.
 RL0595
 RL0595;                    North         East    Units  Estimated Accuracy
 RL0595;SPC MI N     -   221,560.    7,865,640.      MT  (+/- 180 meters Scaled)
 RL0595
 RL0595                          SUPERSEDED SURVEY CONTROL
 RL0595
 RL0595  NGVD 29 (??/??/92)  284.860  (m)          934.58   (f) ADJ UNCH    2 0
 RL0595
 RL0595.Superseded values are not recommended for survey control.
 RL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0595.See file dsdata.txt to determine how the superseded data were derived.
 RL0595
 RL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS656803(NAD 83)
 RL0595_MARKER: DB = BENCH MARK DISK
 RL0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0595_STAMPING: G 151 1948
 RL0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0595+STABILITY: SURFACE MOTION
 RL0595
 RL0595  HISTORY     - Date     Condition        Report By
 RL0595  HISTORY     - 1948     MONUMENTED       CGS
 RL0595  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0595
 RL0595                          STATION DESCRIPTION
 RL0595
 RL0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0595'AT ALSTON.
 RL0595'AT ALSTON, ACROSS STATE HIGHWAY 35 FROM THE SCHOOL BUILDING,
 RL0595'326 FEET SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER
 RL0595'OF THE SCHOOL BUILDING, 164 FEET SOUTHEAST AND ACROSS THE
 RL0595'HIGHWAY FROM THE VETERANS MEMORIAL MONUMENT, 32 FEET SOUTH OF
 RL0595'THE CENTER LINE OF THE HIGHWAY, 6 FEET EAST OF A TRIANGULAR
 RL0595'BLAZED 9-INCH MAPLE TREE, 1 FOOT NORTH OF A FENCE LINE, 1 1/2
 RL0595'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RL0595'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL0595'INCHES.
 RL0595
 RL0595                          STATION RECOVERY (1977)
 RL0595
 RL0595'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0611 ***********************************************************************
 RL0611  DESIGNATION -  G 152
 RL0611  PID         -  RL0611
 RL0611  STATE/COUNTY-  MI/HOUGHTON
 RL0611  USGS QUAD   -  
 RL0611
 RL0611                         *CURRENT SURVEY CONTROL
 RL0611  ___________________________________________________________________
 RL0611* NAD 83(1986)-  46 51 26.     (N)    088 52 25.     (W)     SCALED    
 RL0611* NAVD 88     -       377.110  (meters)    1237.24   (feet)  ADJUSTED  
 RL0611  ___________________________________________________________________
 RL0611  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 RL0611  DYNAMIC HT  -         377.136 (meters)    1237.32  (feet)  COMP
 RL0611  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 RL0611
 RL0611  VERT ORDER  -  SECOND    CLASS 0
 RL0611
 RL0611.The horizontal coordinates were scaled from a topographic map and have
 RL0611.an estimated accuracy of +/- 6 seconds.
 RL0611
 RL0611.The orthometric height was determined by differential leveling
 RL0611.and adjusted by the National Geodetic Survey in June 1991..
 RL0611
 RL0611.The geoid height was determined by GEOID03.
 RL0611
 RL0611.The dynamic height is computed by dividing the NAVD 88
 RL0611.geopotential number by the normal gravity value computed on the
 RL0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0611.degrees latitude (g = 980.6199 gals.).
 RL0611
 RL0611.The modeled gravity was interpolated from observed gravity values.
 RL0611
 RL0611;                    North         East    Units  Estimated Accuracy
 RL0611;SPC MI N     -   232,190.    7,857,140.      MT  (+/- 180 meters Scaled)
 RL0611
 RL0611                          SUPERSEDED SURVEY CONTROL
 RL0611
 RL0611  NGVD 29 (??/??/92)  377.093  (m)         1237.18   (f) ADJ UNCH    2 0
 RL0611
 RL0611.Superseded values are not recommended for survey control.
 RL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0611.See file dsdata.txt to determine how the superseded data were derived.
 RL0611
 RL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS571910(NAD 83)
 RL0611_MARKER: DB = BENCH MARK DISK
 RL0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0611_STAMPING: G 152 1948
 RL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0611+STABILITY: SURFACE MOTION
 RL0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0611+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2003
 RL0611
 RL0611  HISTORY     - Date     Condition        Report By
 RL0611  HISTORY     - 1948     MONUMENTED       CGS
 RL0611  HISTORY     - 20030708 GOOD             GEOCAC
 RL0611
 RL0611                          STATION DESCRIPTION
 RL0611
 RL0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0611'1.9 MI SE FROM WINONA.
 RL0611'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COPPER RANGE RAILROAD
 RL0611'STATION AT WINONA, THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE
 RL0611'HIGHWAY 26, THENCE ABOUT 1.4 MILES SOUTHEAST ALONG THE NISULA
 RL0611'ROAD, AT THE JUNCTION OF A ROAD NORTH TO THUNDER BAY LUMBER
 RL0611'COMPANY, ABOUT 0.6 MILE NORTHWEST OF A ROAD NORTHEAST, 39 FEET
 RL0611'WEST OF A TRIANGULAR BLAZED 26-INCH BIRCH TREE, 31 FEET SOUTHWEST
 RL0611'OF THE CENTER OF THE JUNCTION, 24 FEET SOUTH OF THE CENTER
 RL0611'LINE OF THE ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 RL0611'POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0611'POST PROJECTING 3 INCHES.
 RL0611
 RL0611                          STATION RECOVERY (2003)
 RL0611
 RL0611'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0611'TO REACH FROM THE CROSS ROADS IN TWIN LAKES, FOLLOW HIGHWAY M-26
 RL0611'SOUTHWESTERLY 1.9 MILES TO A ROAD ON THE LEFT AT A TAVERN, PIKE LAKE
 RL0611'ROAD. FOLLOW PIKE LAKE RD 1.3 MILES SOUTHESTERLY TO THE MARK ON THE
 RL0611'RIGHT. THE WOODEN WITNESS POST IS STILL IN GOOD CONDITION WITH THE
 RL0611'LETTERS U.S.B.M. FAINTLY VISIBLE. THE MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0503 ***********************************************************************
 RL0503  DESIGNATION -  G 153
 RL0503  PID         -  RL0503
 RL0503  STATE/COUNTY-  MI/HOUGHTON
 RL0503  USGS QUAD   -  
 RL0503
 RL0503                         *CURRENT SURVEY CONTROL
 RL0503  ___________________________________________________________________
 RL0503* NAD 83(1986)-  46 52 15.     (N)    088 52 40.     (W)     SCALED    
 RL0503* NAVD 88     -       374.476  (meters)    1228.59   (feet)  ADJUSTED  
 RL0503  ___________________________________________________________________
 RL0503  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 RL0503  DYNAMIC HT  -         374.508 (meters)    1228.70  (feet)  COMP
 RL0503  MODELED GRAV-     980,686.6   (mgal)                       NAVD 88
 RL0503
 RL0503  VERT ORDER  -  FIRST     CLASS II
 RL0503
 RL0503.The horizontal coordinates were scaled from a topographic map and have
 RL0503.an estimated accuracy of +/- 6 seconds.
 RL0503
 RL0503.The orthometric height was determined by differential leveling
 RL0503.and adjusted by the National Geodetic Survey in June 1991..
 RL0503
 RL0503.The geoid height was determined by GEOID03.
 RL0503
 RL0503.The dynamic height is computed by dividing the NAVD 88
 RL0503.geopotential number by the normal gravity value computed on the
 RL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0503.degrees latitude (g = 980.6199 gals.).
 RL0503
 RL0503.The modeled gravity was interpolated from observed gravity values.
 RL0503
 RL0503;                    North         East    Units  Estimated Accuracy
 RL0503;SPC MI N     -   233,710.    7,856,860.      MT  (+/- 180 meters Scaled)
 RL0503
 RL0503                          SUPERSEDED SURVEY CONTROL
 RL0503
 RL0503  NGVD 29 (??/??/92)  374.464  (m)         1228.55   (f) ADJ UNCH    1 2
 RL0503
 RL0503.Superseded values are not recommended for survey control.
 RL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0503.See file dsdata.txt to determine how the superseded data were derived.
 RL0503
 RL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS568925(NAD 83)
 RL0503_MARKER: DB = BENCH MARK DISK
 RL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0503_STAMPING: G 153 1948
 RL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0503+STABILITY: SURFACE MOTION
 RL0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0503+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 RL0503
 RL0503  HISTORY     - Date     Condition        Report By
 RL0503  HISTORY     - 1948     MONUMENTED       CGS
 RL0503  HISTORY     - 20010730 GOOD             MIDT
 RL0503  HISTORY     - 20020614 GOOD             JCLS
 RL0503
 RL0503                          STATION DESCRIPTION
 RL0503
 RL0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0503'1.2 MI SW FROM LAKE ROLAND.
 RL0503'1.2 MILES SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE CROSSROADS
 RL0503'AND COPPER RANGE RAILROAD STATION AT LAKE ROLAND, ON THE TOP OF A
 RL0503'SMALL KNOLL, 0.1 MILE WEST OF A SMALL LAKE ON THE SOUTH SIDE OF
 RL0503'HIGHWAY, ABOUT 0.2 MILE WEST-SOUTHWEST OF THE JUNCTION OF A DIM
 RL0503'ROAD EAST, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 41
 RL0503'FEET EAST OF THE CREST OF THE KNOLL, 2 1/2 FEET EAST OF A WHITE
 RL0503'WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE
 RL0503'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  MARK MAY BE REACHED
 RL0503'FROM WINONA BY GOING ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD
 RL0503'FROM THE COPPER RANGE RAILROAD STATION, THENCE ABOUT 1.15 MILES
 RL0503'NORTHEAST ALONG STATE HIGHWAY 26.
 RL0503
 RL0503                          STATION RECOVERY (2001)
 RL0503
 RL0503'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0503'TWIN LAKES, 1.70 MILES SW'LY ALONG HWY M-26 FROM THE STATE PARK MAIN
 RL0503'ENTRANCE, 1.18 MILES SW'LY FROM THE JUNCTION OF LAKE EMILY RD, 0.21
 RL0503'MILES SW'LY FROM HILL RD, AT THE CORNER OF A MARSH, 46 FT S OF THE C/L
 RL0503'OF THE HWY ON A SMALL KNOLL, 1 FT SW OF A WITNESS POST, 4-INCHES ABOVE
 RL0503'GROUND LEVEL AND ABOUT LEVEL WITH THE HIGHWAY C/L.
 RL0503
 RL0503                          STATION RECOVERY (2002)
 RL0503
 RL0503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 RL0503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0637 ***********************************************************************
 RL0637  DESIGNATION -  G 154
 RL0637  PID         -  RL0637
 RL0637  STATE/COUNTY-  MI/HOUGHTON
 RL0637  USGS QUAD   -  
 RL0637
 RL0637                         *CURRENT SURVEY CONTROL
 RL0637  ___________________________________________________________________
 RL0637* NAD 83(1986)-  46 33 29.     (N)    088 46 26.     (W)     SCALED    
 RL0637* NAVD 88     -       419.047  (meters)    1374.82   (feet)  ADJUSTED  
 RL0637  ___________________________________________________________________
 RL0637  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 RL0637  DYNAMIC HT  -         419.056 (meters)    1374.85  (feet)  COMP
 RL0637  MODELED GRAV-     980,624.5   (mgal)                       NAVD 88
 RL0637
 RL0637  VERT ORDER  -  SECOND    CLASS 0
 RL0637
 RL0637.The horizontal coordinates were scaled from a topographic map and have
 RL0637.an estimated accuracy of +/- 6 seconds.
 RL0637
 RL0637.The orthometric height was determined by differential leveling
 RL0637.and adjusted by the National Geodetic Survey in June 1991..
 RL0637
 RL0637.The geoid height was determined by GEOID03.
 RL0637
 RL0637.The dynamic height is computed by dividing the NAVD 88
 RL0637.geopotential number by the normal gravity value computed on the
 RL0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0637.degrees latitude (g = 980.6199 gals.).
 RL0637
 RL0637.The modeled gravity was interpolated from observed gravity values.
 RL0637
 RL0637;                    North         East    Units  Estimated Accuracy
 RL0637;SPC MI N     -   198,770.    7,864,000.      MT  (+/- 180 meters Scaled)
 RL0637
 RL0637                          SUPERSEDED SURVEY CONTROL
 RL0637
 RL0637  NGVD 29 (??/??/92)  419.045  (m)         1374.82   (f) ADJ UNCH    2 0
 RL0637
 RL0637.Superseded values are not recommended for survey control.
 RL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0637.See file dsdata.txt to determine how the superseded data were derived.
 RL0637
 RL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS640575(NAD 83)
 RL0637_MARKER: DB = BENCH MARK DISK
 RL0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0637_STAMPING: G 154 1948
 RL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0637+STABILITY: SURFACE MOTION
 RL0637
 RL0637  HISTORY     - Date     Condition        Report By
 RL0637  HISTORY     - 1948     MONUMENTED       CGS
 RL0637  HISTORY     - 20040421 MARK NOT FOUND   GEOCAC
 RL0637
 RL0637                          STATION DESCRIPTION
 RL0637
 RL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0637'6.2 MI NW FROM SIDNAW.
 RL0637'4.2 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0637'PACIFIC RAILROAD FROM THE STATION AT SIDNAW, THENCE ABOUT 0.45
 RL0637'MILE NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.55 MILES
 RL0637'EAST AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.45 MILE SOUTH
 RL0637'OF A CROSS ROAD (DIM ROAD WEST), 50 FEET NORTH OF THE CREST OF
 RL0637'A SMALL KNOLL, 49 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 RL0637'TRIANGULAR BLAZED 10-INCH BIRCH TREE, 22 FEET WEST OF THE CENTER
 RL0637'LINE OF THE ROAD, 5 FEET NORTHWEST OF A TRIANGULAR BLAZED 8-INCH
 RL0637'BIRCH TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0637'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0637'POST PROJECTING 3 INCHES.
 RL0637
 RL0637                          STATION RECOVERY (2004)
 RL0637
 RL0637'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0637'THERE IS PUSHED UP EARTH AND FELLED TRESS AT THE DESCRIBED LOCATION
 RL0637'ALONG THE WEST SIDE OF ROAD. IT APPEARS THE MARK IS BURIED AND WOULD
 RL0637'REQUIRE MUCH EFFORT TO FIND.
 RL0637' 
 RL0637'MOTE - GRAVEL ROAD IS NAT'L FOREST ROAD 1300 AND IS ONLY 1 LANE WITH
 RL0637'TURNOUTS.
 RL0637' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0019 ***********************************************************************
 RL0019  DESIGNATION -  G 155
 RL0019  PID         -  RL0019
 RL0019  STATE/COUNTY-  MI/MARQUETTE
 RL0019  USGS QUAD   -  MICHIGAMME (1956)
 RL0019
 RL0019                         *CURRENT SURVEY CONTROL
 RL0019  ___________________________________________________________________
 RL0019* NAD 83(1986)-  46 33 58.     (N)    088 00 11.     (W)     SCALED    
 RL0019* NAVD 88     -       485.538  (meters)    1592.97   (feet)  ADJUSTED  
 RL0019  ___________________________________________________________________
 RL0019  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 RL0019  DYNAMIC HT  -         485.556 (meters)    1593.03  (feet)  COMP
 RL0019  MODELED GRAV-     980,635.1   (mgal)                       NAVD 88
 RL0019
 RL0019  VERT ORDER  -  SECOND    CLASS 0
 RL0019
 RL0019.The horizontal coordinates were scaled from a topographic map and have
 RL0019.an estimated accuracy of +/- 6 seconds.
 RL0019
 RL0019.The orthometric height was determined by differential leveling
 RL0019.and adjusted by the National Geodetic Survey in June 1991..
 RL0019
 RL0019.The geoid height was determined by GEOID03.
 RL0019
 RL0019.The dynamic height is computed by dividing the NAVD 88
 RL0019.geopotential number by the normal gravity value computed on the
 RL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0019.degrees latitude (g = 980.6199 gals.).
 RL0019
 RL0019.The modeled gravity was interpolated from observed gravity values.
 RL0019
 RL0019;                    North         East    Units  Estimated Accuracy
 RL0019;SPC MI N     -   198,630.    7,923,110.      MT  (+/- 180 meters Scaled)
 RL0019
 RL0019                          SUPERSEDED SURVEY CONTROL
 RL0019
 RL0019  NGVD 29 (??/??/92)  485.476  (m)         1592.77   (f) ADJ UNCH    2 0
 RL0019
 RL0019.Superseded values are not recommended for survey control.
 RL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0019.See file dsdata.txt to determine how the superseded data were derived.
 RL0019
 RL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS231574(NAD 83)
 RL0019_MARKER: DB = BENCH MARK DISK
 RL0019_SETTING: 66 = SET IN ROCK OUTCROP
 RL0019_SP_SET: ROCK BLUFF
 RL0019_STAMPING: G 155 1948
 RL0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0019+STABILITY: POSITION/ELEVATION WELL
 RL0019
 RL0019  HISTORY     - Date     Condition        Report By
 RL0019  HISTORY     - 1948     MONUMENTED       CGS
 RL0019  HISTORY     - 1985     GOOD             NGS
 RL0019  HISTORY     - 20050722 MARK NOT FOUND   GEOCAC
 RL0019
 RL0019                          STATION DESCRIPTION
 RL0019
 RL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0019'5 MI NW FROM CHAMPION.
 RL0019'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION AT
 RL0019'CHAMPION, THENCE 2.6 MILES NORTHWEST ALONG THE HURON BAY GRADE,
 RL0019'AT THE NORTHEAST PART OF A SHARP HAIRPIN CURVE, 105 FEET
 RL0019'SOUTHWEST AND ACROSS THE MAIN ROAD FROM THE SOUTHWEST CORNER
 RL0019'OF A 30-FOOT WOODEN BRIDGE ON A SIDE ROAD LEADING NORTH ACROSS THE
 RL0019'RIVER, 33 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET
 RL0019'IN A SHELF IN A HIGH ROCK BLUFF ALONG THE ROAD, ABOUT 4 FEET
 RL0019'ABOVE THE LEVEL OF THE ROAD.
 RL0019
 RL0019                          STATION RECOVERY (1985)
 RL0019
 RL0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0019'RECOVERED IN GOOD CONDITION.
 RL0019
 RL0019                          STATION RECOVERY (2005)
 RL0019
 RL0019'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0019'THE REFERENCES PLACE THE MARK IN AN AREA WHERE EARTH, ROCKS AND BRUSH
 RL0019'HAVE BEEN PUSHED FROM ROAD MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0288 ***********************************************************************
 RK0288  DESIGNATION -  G 156
 RK0288  PID         -  RK0288
 RK0288  STATE/COUNTY-  MI/MARQUETTE
 RK0288  USGS QUAD   -  NEGAUNEE (1975)
 RK0288
 RK0288                         *CURRENT SURVEY CONTROL
 RK0288  ___________________________________________________________________
 RK0288* NAD 83(1986)-  46 33 39.     (N)    087 32 32.     (W)     SCALED    
 RK0288* NAVD 88     -       368.013  (meters)    1207.39   (feet)  ADJUSTED  
 RK0288  ___________________________________________________________________
 RK0288  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 RK0288  DYNAMIC HT  -         368.037 (meters)    1207.47  (feet)  COMP
 RK0288  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RK0288
 RK0288  VERT ORDER  -  SECOND    CLASS 0
 RK0288
 RK0288.The horizontal coordinates were scaled from a topographic map and have
 RK0288.an estimated accuracy of +/- 6 seconds.
 RK0288
 RK0288.The orthometric height was determined by differential leveling
 RK0288.and adjusted by the National Geodetic Survey in June 1991..
 RK0288
 RK0288.The geoid height was determined by GEOID03.
 RK0288
 RK0288.The dynamic height is computed by dividing the NAVD 88
 RK0288.geopotential number by the normal gravity value computed on the
 RK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0288.degrees latitude (g = 980.6199 gals.).
 RK0288
 RK0288.The modeled gravity was interpolated from observed gravity values.
 RK0288
 RK0288;                    North         East    Units  Estimated Accuracy
 RK0288;SPC MI N     -   197,700.    7,958,430.      MT  (+/- 180 meters Scaled)
 RK0288
 RK0288                          SUPERSEDED SURVEY CONTROL
 RK0288
 RK0288  NGVD 29 (??/??/92)  367.958  (m)         1207.21   (f) ADJ UNCH    2 0
 RK0288
 RK0288.Superseded values are not recommended for survey control.
 RK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0288.See file dsdata.txt to determine how the superseded data were derived.
 RK0288
 RK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS584565(NAD 83)
 RK0288_MARKER: DB = BENCH MARK DISK
 RK0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0288_SP_SET: ABUTMENT
 RK0288_STAMPING: G 156 1948
 RK0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0288
 RK0288  HISTORY     - Date     Condition        Report By
 RK0288  HISTORY     - 1948     MONUMENTED       CGS
 RK0288  HISTORY     - 1985     GOOD             NGS
 RK0288  HISTORY     - 19940717 GOOD             USPSQD
 RK0288  HISTORY     - 20011011 GOOD             USPSQD
 RK0288  HISTORY     - 20041009 GOOD             USPSQD
 RK0288  HISTORY     - 20060716 GOOD             USPSQD
 RK0288
 RK0288                          STATION DESCRIPTION
 RK0288
 RK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0288'8.2 MI NW FROM MARQUETTE.
 RK0288'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0288'MARQUETTE, THENCE 2.15 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0288'IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 250-FOOT
 RK0288'STEEL TRUSS BRIDGE OVER A STREAM FLOWING INTO MC CLURE STORAGE
 RK0288'BASIN, 11 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 RK0288'ABOUT LEVEL WITH THE HIGHWAY.
 RK0288
 RK0288                          STATION RECOVERY (1985)
 RK0288
 RK0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (1994)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2001)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2004)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0288'RECOVERED IN GOOD CONDITION.
 RK0288
 RK0288                          STATION RECOVERY (2006)
 RK0288
 RK0288'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0267 ***********************************************************************
 RK0267  DESIGNATION -  G 157
 RK0267  PID         -  RK0267
 RK0267  STATE/COUNTY-  MI/MARQUETTE
 RK0267  USGS QUAD   -  BIG BAY (1985)
 RK0267
 RK0267                         *CURRENT SURVEY CONTROL
 RK0267  ___________________________________________________________________
 RK0267* NAD 83(1986)-  46 46 14.     (N)    087 44 58.     (W)     SCALED    
 RK0267* NAVD 88     -       326.026  (meters)    1069.64   (feet)  ADJUSTED  
 RK0267  ___________________________________________________________________
 RK0267  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 RK0267  DYNAMIC HT  -         326.047 (meters)    1069.71  (feet)  COMP
 RK0267  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RK0267
 RK0267  VERT ORDER  -  SECOND    CLASS 0
 RK0267
 RK0267.The horizontal coordinates were scaled from a topographic map and have
 RK0267.an estimated accuracy of +/- 6 seconds.
 RK0267
 RK0267.The orthometric height was determined by differential leveling
 RK0267.and adjusted by the National Geodetic Survey in June 1991..
 RK0267
 RK0267.The geoid height was determined by GEOID03.
 RK0267
 RK0267.The dynamic height is computed by dividing the NAVD 88
 RK0267.geopotential number by the normal gravity value computed on the
 RK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0267.degrees latitude (g = 980.6199 gals.).
 RK0267
 RK0267.The modeled gravity was interpolated from observed gravity values.
 RK0267
 RK0267;                    North         East    Units  Estimated Accuracy
 RK0267;SPC MI N     -   221,140.    7,942,760.      MT  (+/- 180 meters Scaled)
 RK0267
 RK0267                          SUPERSEDED SURVEY CONTROL
 RK0267
 RK0267  NGVD 29 (??/??/92)  325.977  (m)         1069.48   (f) ADJ UNCH    2 0
 RK0267
 RK0267.Superseded values are not recommended for survey control.
 RK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0267.See file dsdata.txt to determine how the superseded data were derived.
 RK0267
 RK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS427799(NAD 83)
 RK0267_MARKER: DB = BENCH MARK DISK
 RK0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0267_STAMPING: G 157 1948
 RK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0267+STABILITY: SURFACE MOTION
 RK0267
 RK0267  HISTORY     - Date     Condition        Report By
 RK0267  HISTORY     - 1948     MONUMENTED       CGS
 RK0267
 RK0267                          STATION DESCRIPTION
 RK0267
 RK0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0267'5.2 MI SW FROM BIG BAY.
 RK0267'2.0 MILES SOUTHEAST ALONG COUNTY HIGHWAY 550 FROM THE POWELL
 RK0267'SCHOOL AT BIG BAY, THENCE ABOUT 2.75 MILES SOUTHWEST ALONG
 RK0267'COUNTY ROAD 510, THENCE ABOUT 0.45 MILE SOUTHEAST ALONG STATE
 RK0267'HIGHWAY 35, AT THE JUNCTION OF A ROAD WEST TO NORTHWESTERN
 RK0267'VENEER AND PLYWOOD LOGGING CAMP, 32 FEET NORTHEAST OF THE CENTER
 RK0267'LINE OF THE HIGHWAY, 35 FEET NORTH OF THE PROLONGED CENTER LINE
 RK0267'OF THE ROAD WEST, 17 FEET NORTHWEST OF THE CENTER LINE OF A DIM
 RK0267'ROAD NORTHEAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RK0267'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RK0267'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0032 ***********************************************************************
 NG0032  DESIGNATION -  G 158
 NG0032  PID         -  NG0032
 NG0032  STATE/COUNTY-  MI/ALLEGAN
 NG0032  USGS QUAD   -  HAMILTON WEST (1981)
 NG0032
 NG0032                         *CURRENT SURVEY CONTROL
 NG0032  ___________________________________________________________________
 NG0032* NAD 83(1986)-  42 43 42.     (N)    086 00 32.     (W)     SCALED    
 NG0032* NAVD 88     -       214.176  (meters)     702.68   (feet)  ADJUSTED  
 NG0032  ___________________________________________________________________
 NG0032  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0032  DYNAMIC HT  -         214.122 (meters)     702.50  (feet)  COMP
 NG0032  MODELED GRAV-     980,362.3   (mgal)                       NAVD 88
 NG0032
 NG0032  VERT ORDER  -  SECOND    CLASS 0
 NG0032
 NG0032.The horizontal coordinates were scaled from a topographic map and have
 NG0032.an estimated accuracy of +/- 6 seconds.
 NG0032
 NG0032.The orthometric height was determined by differential leveling
 NG0032.and adjusted by the National Geodetic Survey in June 1991..
 NG0032
 NG0032.The geoid height was determined by GEOID03.
 NG0032
 NG0032.The dynamic height is computed by dividing the NAVD 88
 NG0032.geopotential number by the normal gravity value computed on the
 NG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0032.degrees latitude (g = 980.6199 gals.).
 NG0032
 NG0032.The modeled gravity was interpolated from observed gravity values.
 NG0032
 NG0032;                    North         East    Units  Estimated Accuracy
 NG0032;SPC MI S     -   137,750.    3,865,520.      MT  (+/- 180 meters Scaled)
 NG0032
 NG0032                          SUPERSEDED SURVEY CONTROL
 NG0032
 NG0032  NGVD 29 (??/??/92)  214.315  (m)          703.13   (f) ADJ UNCH    2 0
 NG0032
 NG0032.Superseded values are not recommended for survey control.
 NG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0032.See file dsdata.txt to determine how the superseded data were derived.
 NG0032
 NG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN811311(NAD 83)
 NG0032_MARKER: DB = BENCH MARK DISK
 NG0032_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NG0032_SP_SET: BUILDING
 NG0032_STAMPING: G 158 1948
 NG0032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0032
 NG0032  HISTORY     - Date     Condition        Report By
 NG0032  HISTORY     - 1948     MONUMENTED       CGS
 NG0032  HISTORY     - 1978     MARK NOT FOUND   USGS
 NG0032  HISTORY     - 1984     MARK NOT FOUND   NGS
 NG0032  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NG0032
 NG0032                          STATION DESCRIPTION
 NG0032
 NG0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NG0032'AT OVERISEL.
 NG0032'AT OVERISEL, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST
 NG0032'CORNER OF THE WEST ENTRANCE HALL TO THE OVERISEL REFORMED CHURCH,
 NG0032'2 1/2 FEET EAST OF THE SOUTHWEST CORNER OF THE HALL WING AND 2
 NG0032'FEET ABOVE THE GROUND.
 NG0032
 NG0032                          STATION RECOVERY (1978)
 NG0032
 NG0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NG0032'MARK NOT FOUND.
 NG0032
 NG0032                          STATION RECOVERY (1984)
 NG0032
 NG0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0032'SEARCHED FOR AND NOT RECOVERED THIS DATE, THE CHURCH HAS BEEN
 NG0032'REMODELED.  NO INFORMATION COULD BE GATHERED AT THIS DATE.
 NG0032
 NG0032                          STATION RECOVERY (1988)
 NG0032
 NG0032'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0992 ***********************************************************************
 NF0992  DESIGNATION -  G 159
 NF0992  PID         -  NF0992
 NF0992  STATE/COUNTY-  MI/OTTAWA
 NF0992  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0992
 NF0992                         *CURRENT SURVEY CONTROL
 NF0992  ___________________________________________________________________
 NF0992* NAD 83(1986)-  42 46 44.     (N)    085 50 30.     (W)     SCALED    
 NF0992* NAVD 88     -       210.948  (meters)     692.09   (feet)  ADJUSTED  
 NF0992  ___________________________________________________________________
 NF0992  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0992  DYNAMIC HT  -         210.894 (meters)     691.91  (feet)  COMP
 NF0992  MODELED GRAV-     980,359.1   (mgal)                       NAVD 88
 NF0992
 NF0992  VERT ORDER  -  SECOND    CLASS 0
 NF0992
 NF0992.The horizontal coordinates were scaled from a topographic map and have
 NF0992.an estimated accuracy of +/- 6 seconds.
 NF0992
 NF0992.The orthometric height was determined by differential leveling
 NF0992.and adjusted by the National Geodetic Survey in June 1991..
 NF0992
 NF0992.The geoid height was determined by GEOID03.
 NF0992
 NF0992.The dynamic height is computed by dividing the NAVD 88
 NF0992.geopotential number by the normal gravity value computed on the
 NF0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0992.degrees latitude (g = 980.6199 gals.).
 NF0992
 NF0992.The modeled gravity was interpolated from observed gravity values.
 NF0992
 NF0992;                    North         East    Units  Estimated Accuracy
 NF0992;SPC MI S     -   143,110.    3,879,310.      MT  (+/- 180 meters Scaled)
 NF0992
 NF0992                          SUPERSEDED SURVEY CONTROL
 NF0992
 NF0992  NGVD 29 (??/??/92)  211.084  (m)          692.53   (f) ADJ UNCH    2 0
 NF0992
 NF0992.Superseded values are not recommended for survey control.
 NF0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0992.See file dsdata.txt to determine how the superseded data were derived.
 NF0992
 NF0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN947369(NAD 83)
 NF0992_MARKER: DB = BENCH MARK DISK
 NF0992_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0992_SP_SET: BRIDGE
 NF0992_STAMPING: G 159 1948
 NF0992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0992
 NF0992  HISTORY     - Date     Condition        Report By
 NF0992  HISTORY     - 1948     MONUMENTED       CGS
 NF0992  HISTORY     - 20040708 MARK NOT FOUND   INDIV
 NF0992
 NF0992                          STATION DESCRIPTION
 NF0992
 NF0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0992'3.5 MI N FROM BURNIPS.
 NF0992'3.5 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0992'ABOUT 0.2 MILE SOUTH OF A CROSS ROAD AND SCHOOL, ABOUT 0.8 MILE
 NF0992'NORTH OF THE ALLEGAN-OTTAWA COUNTY LINE, SET IN THE WEST END OF
 NF0992'THE SOUTHEAST WING WALL AT THE SOUTH END OF A 12-FOOT CONCRETE
 NF0992'BRIDGE OVER A SMALL STREAM, 13 FEET EAST OF THE CENTER LINE
 NF0992'OF THE ROAD, 1 FOOT EAST OF THE SOUTH END OF THE EAST GUARD RAIL
 NF0992'AND 1 FOOT ABOVE THE ROAD.
 NF0992
 NF0992                          STATION RECOVERY (2004)
 NF0992
 NF0992'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0992'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0277 ***********************************************************************
 OK0277  DESIGNATION -  G 16
 OK0277  PID         -  OK0277
 OK0277  STATE/COUNTY-  MI/MECOSTA
 OK0277  USGS QUAD   -  MECOSTA (1979)
 OK0277
 OK0277                         *CURRENT SURVEY CONTROL
 OK0277  ___________________________________________________________________
 OK0277* NAD 83(1986)-  43 37 21.     (N)    085 13 47.     (W)     SCALED    
 OK0277* NAVD 88     -       298.430  (meters)     979.10   (feet)  ADJUSTED  
 OK0277  ___________________________________________________________________
 OK0277  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 OK0277  DYNAMIC HT  -         298.376 (meters)     978.92  (feet)  COMP
 OK0277  MODELED GRAV-     980,430.9   (mgal)                       NAVD 88
 OK0277
 OK0277  VERT ORDER  -  FIRST     CLASS II
 OK0277
 OK0277.The horizontal coordinates were scaled from a topographic map and have
 OK0277.an estimated accuracy of +/- 6 seconds.
 OK0277
 OK0277.The orthometric height was determined by differential leveling
 OK0277.and adjusted by the National Geodetic Survey in June 1991..
 OK0277
 OK0277.The geoid height was determined by GEOID03.
 OK0277
 OK0277.The dynamic height is computed by dividing the NAVD 88
 OK0277.geopotential number by the normal gravity value computed on the
 OK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0277.degrees latitude (g = 980.6199 gals.).
 OK0277
 OK0277.The modeled gravity was interpolated from observed gravity values.
 OK0277
 OK0277;                    North         East    Units  Estimated Accuracy
 OK0277;SPC MI S     -   236,130.    3,930,340.      MT  (+/- 180 meters Scaled)
 OK0277
 OK0277                          SUPERSEDED SURVEY CONTROL
 OK0277
 OK0277  NGVD 29 (??/??/92)  298.547  (m)          979.48   (f) ADJ UNCH    1 2
 OK0277
 OK0277.Superseded values are not recommended for survey control.
 OK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0277.See file dsdata.txt to determine how the superseded data were derived.
 OK0277
 OK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP428314(NAD 83)
 OK0277_MARKER: DB = BENCH MARK DISK
 OK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0277_STAMPING: ELEV 979.483 FT G 16 1916
 OK0277_PROJECTION: FLUSH
 OK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0277+STABILITY: SURFACE MOTION
 OK0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0277+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0277
 OK0277  HISTORY     - Date     Condition        Report By
 OK0277  HISTORY     - 1916     MONUMENTED       CGS
 OK0277  HISTORY     - 1934     GOOD             NGS
 OK0277  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0277  HISTORY     - 20010626 GOOD             USPSQD
 OK0277
 OK0277                          STATION DESCRIPTION
 OK0277
 OK0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0277'AT MECOSTA.
 OK0277'AT MECOSTA, 1/8 MILE NORTHWEST ALONG THE C AND O RAILWAY FROM
 OK0277'THE STATION, 30 YARDS NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 OK0277'AND 40.5 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 OK0277'DISK, STAMPED ELEV. 979.483 FT G 16 1916 AND SET IN THE TOP
 OK0277'OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 OK0277
 OK0277                          STATION RECOVERY (1992)
 OK0277
 OK0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0277'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0277'ASSUMED DESTROYED.
 OK0277
 OK0277                          STATION RECOVERY (2001)
 OK0277
 OK0277'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0277'TO REACH FROM INTERSECTION OF CASS AND MAIN AT MECOSTA,MI. GO N.W. ON
 OK0277'MAIN FOR .5 MILES TO A CROSS ROAD RIGHT. TURN RIGHT AND GO NORTH ON
 OK0277'JAMES FOR TO HOUSE NUMBER 153 AND THE STATION ON THE LEFT, IN THE
 OK0277'MIDDLE OF A GARDEN. IT IS IN THE N.W. CORNER OF JAMES AND HAYES
 OK0277'STREET. PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0119 ***********************************************************************
 RL0119  DESIGNATION -  G 160
 RL0119  PID         -  RL0119
 RL0119  STATE/COUNTY-  MI/BARAGA
 RL0119  USGS QUAD   -  ALBERTA (1985)
 RL0119
 RL0119                         *CURRENT SURVEY CONTROL
 RL0119  ___________________________________________________________________
 RL0119* NAD 83(1986)-  46 44 54.     (N)    088 25 01.     (W)     SCALED    
 RL0119* NAVD 88     -       270.449  (meters)     887.30   (feet)  ADJUSTED  
 RL0119  ___________________________________________________________________
 RL0119  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 RL0119  DYNAMIC HT  -         270.464 (meters)     887.35  (feet)  COMP
 RL0119  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 RL0119
 RL0119  VERT ORDER  -  SECOND    CLASS 0
 RL0119
 RL0119.The horizontal coordinates were scaled from a topographic map and have
 RL0119.an estimated accuracy of +/- 6 seconds.
 RL0119
 RL0119.The orthometric height was determined by differential leveling
 RL0119.and adjusted by the National Geodetic Survey in June 1991..
 RL0119
 RL0119.The geoid height was determined by GEOID03.
 RL0119
 RL0119.The dynamic height is computed by dividing the NAVD 88
 RL0119.geopotential number by the normal gravity value computed on the
 RL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0119.degrees latitude (g = 980.6199 gals.).
 RL0119
 RL0119.The modeled gravity was interpolated from observed gravity values.
 RL0119
 RL0119;                    North         East    Units  Estimated Accuracy
 RL0119;SPC MI N     -   219,370.    7,891,740.      MT  (+/- 180 meters Scaled)
 RL0119
 RL0119                          SUPERSEDED SURVEY CONTROL
 RL0119
 RL0119  NGVD 29 (??/??/92)  270.421  (m)          887.21   (f) ADJ UNCH    2 0
 RL0119
 RL0119.Superseded values are not recommended for survey control.
 RL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0119.See file dsdata.txt to determine how the superseded data were derived.
 RL0119
 RL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS917781(NAD 83)
 RL0119_MARKER: DB = BENCH MARK DISK
 RL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0119_STAMPING: G 160 1948
 RL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0119+STABILITY: SURFACE MOTION
 RL0119
 RL0119  HISTORY     - Date     Condition        Report By
 RL0119  HISTORY     - 1948     MONUMENTED       CGS
 RL0119  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0119  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0119  HISTORY     - 20001106 MARK NOT FOUND   MIDT
 RL0119
 RL0119                          STATION DESCRIPTION
 RL0119
 RL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0119'2 MI E FROM L ANSE.
 RL0119'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0119'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0119'ABOUT 0.8 MILE EAST AND NORTHEAST ALONG A GRAVEL ROAD, AT A
 RL0119'CROSS ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 148
 RL0119'FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 64.5 FEET SOUTH
 RL0119'OF THE SOUTH RAIL OF THE FORD MOTOR COMPANY RAILROAD, 119.5
 RL0119'FEET EAST OF THE FIRST POWER POLE EAST OF THE CROSSROAD, 2 FEET
 RL0119'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0119'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0119
 RL0119                          STATION RECOVERY (1982)
 RL0119
 RL0119'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0119'MARK NOT FOUND.
 RL0119
 RL0119                          STATION RECOVERY (1992)
 RL0119
 RL0119'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0119'MARK NOT FOUND.
 RL0119
 RL0119                          STATION RECOVERY (2000)
 RL0119
 RL0119'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0938 ***********************************************************************
 NF0938  DESIGNATION -  G 162
 NF0938  PID         -  NF0938
 NF0938  STATE/COUNTY-  MI/ALLEGAN
 NF0938  USGS QUAD   -  MILLGROVE (1981)
 NF0938
 NF0938                         *CURRENT SURVEY CONTROL
 NF0938  ___________________________________________________________________
 NF0938* NAD 83(1986)-  42 32 36.     (N)    085 57 23.     (W)     SCALED    
 NF0938* NAVD 88     -       205.247  (meters)     673.38   (feet)  ADJUSTED  
 NF0938  ___________________________________________________________________
 NF0938  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NF0938  DYNAMIC HT  -         205.191 (meters)     673.20  (feet)  COMP
 NF0938  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 NF0938
 NF0938  VERT ORDER  -  SECOND    CLASS 0
 NF0938
 NF0938.The horizontal coordinates were scaled from a topographic map and have
 NF0938.an estimated accuracy of +/- 6 seconds.
 NF0938
 NF0938.The orthometric height was determined by differential leveling
 NF0938.and adjusted by the National Geodetic Survey in June 1991..
 NF0938
 NF0938.The geoid height was determined by GEOID03.
 NF0938
 NF0938.The dynamic height is computed by dividing the NAVD 88
 NF0938.geopotential number by the normal gravity value computed on the
 NF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0938.degrees latitude (g = 980.6199 gals.).
 NF0938
 NF0938.The modeled gravity was interpolated from observed gravity values.
 NF0938
 NF0938;                    North         East    Units  Estimated Accuracy
 NF0938;SPC MI S     -   117,120.    3,869,430.      MT  (+/- 180 meters Scaled)
 NF0938
 NF0938                          SUPERSEDED SURVEY CONTROL
 NF0938
 NF0938  NGVD 29 (??/??/92)  205.387  (m)          673.84   (f) ADJ UNCH    2 0
 NF0938
 NF0938.Superseded values are not recommended for survey control.
 NF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0938.See file dsdata.txt to determine how the superseded data were derived.
 NF0938
 NF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN856106(NAD 83)
 NF0938_MARKER: DB = BENCH MARK DISK
 NF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0938_STAMPING: G 162 1948
 NF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0938+STABILITY: SURFACE MOTION
 NF0938
 NF0938  HISTORY     - Date     Condition        Report By
 NF0938  HISTORY     - 1948     MONUMENTED       CGS
 NF0938  HISTORY     - 1983     GOOD
 NF0938  HISTORY     - 1988     GOOD             USPSQD
 NF0938  HISTORY     - 19950922 MARK NOT FOUND   USPSQD
 NF0938  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0938
 NF0938                          STATION DESCRIPTION
 NF0938
 NF0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0938'5.8 MI W FROM ALLEGAN.
 NF0938'5.75 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0938'ALLEGAN, AT A NORTH-SOUTH CROSS ROAD, ACROSS HIGHWAY FROM A PUBLIC
 NF0938'HALL, 77 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 25
 NF0938'FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 10.5 FEET NORTH
 NF0938'OF A 22-INCH OAK TREE, 35 FEET NORTH OF A 20-INCH PINE TREE, 2
 NF0938'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 NF0938'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0938
 NF0938                          STATION RECOVERY (1983)
 NF0938
 NF0938'RECOVERED 1983
 NF0938'RECOVERED IN GOOD CONDITION.
 NF0938
 NF0938                          STATION RECOVERY (1988)
 NF0938
 NF0938'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0938'RECOVERED IN GOOD CONDITION.
 NF0938
 NF0938                          STATION RECOVERY (1995)
 NF0938
 NF0938'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0938'MARK NOT FOUND.
 NF0938
 NF0938                          STATION RECOVERY (1997)
 NF0938
 NF0938'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0084 ***********************************************************************
 RL0084  DESIGNATION -  G 163
 RL0084  PID         -  RL0084
 RL0084  STATE/COUNTY-  MI/BARAGA
 RL0084  USGS QUAD   -  AURA (1984)
 RL0084
 RL0084                         *CURRENT SURVEY CONTROL
 RL0084  ___________________________________________________________________
 RL0084* NAD 83(1986)-  46 50 22.     (N)    088 20 50.     (W)     SCALED    
 RL0084* NAVD 88     -       261.894  (meters)     859.23   (feet)  ADJUSTED  
 RL0084  ___________________________________________________________________
 RL0084  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 RL0084  DYNAMIC HT  -         261.907 (meters)     859.27  (feet)  COMP
 RL0084  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 RL0084
 RL0084  VERT ORDER  -  SECOND    CLASS 0
 RL0084
 RL0084.The horizontal coordinates were scaled from a topographic map and have
 RL0084.an estimated accuracy of +/- 6 seconds.
 RL0084
 RL0084.The orthometric height was determined by differential leveling
 RL0084.and adjusted by the National Geodetic Survey in June 1991..
 RL0084
 RL0084.The geoid height was determined by GEOID03.
 RL0084
 RL0084.The dynamic height is computed by dividing the NAVD 88
 RL0084.geopotential number by the normal gravity value computed on the
 RL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0084.degrees latitude (g = 980.6199 gals.).
 RL0084
 RL0084.The modeled gravity was interpolated from observed gravity values.
 RL0084
 RL0084;                    North         East    Units  Estimated Accuracy
 RL0084;SPC MI N     -   229,400.    7,897,240.      MT  (+/- 180 meters Scaled)
 RL0084
 RL0084                          SUPERSEDED SURVEY CONTROL
 RL0084
 RL0084  NGVD 29 (??/??/92)  261.862  (m)          859.13   (f) ADJ UNCH    2 0
 RL0084
 RL0084.Superseded values are not recommended for survey control.
 RL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0084.See file dsdata.txt to determine how the superseded data were derived.
 RL0084
 RL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS972882(NAD 83)
 RL0084_MARKER: DB = BENCH MARK DISK
 RL0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0084_STAMPING: G 163 1948
 RL0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0084+STABILITY: SURFACE MOTION
 RL0084
 RL0084  HISTORY     - Date     Condition        Report By
 RL0084  HISTORY     - 1948     MONUMENTED       CGS
 RL0084
 RL0084                          STATION DESCRIPTION
 RL0084
 RL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0084'8.8 MI NE FROM L ANSE.
 RL0084'ABOUT 2.85 MILES NORTHEAST ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0084'EXTENDED) FROM THE CITY HALL AT L ANSE, THENCE ABOUT 0.6 MILE
 RL0084'NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 3.55 MILES NORTHEAST
 RL0084'ALONG THE PEQUAMING ROAD, THENCE ABOUT 1.85 MILES EAST-NORTHEAST
 RL0084'ALONG A GRAVEL ROAD, ON THE TOP OF A SMALL KNOLL AT A GATE TO A
 RL0084'PASTURE ON SOUTHEASTSIDE OF ROAD, 132 FEET NORTHEAST OF THE
 RL0084'SOUTHEAST END OF A 2-FOOT PIPE CULVERT, 30 FEET SOUTHEAST OF THE
 RL0084'CENTER LINE OF THE ROAD, 8 FEET NORTHEAST OF THE CENTER OF THE
 RL0084'GATE, 5 FEET SOUTHEAST OF THE FENCE LINE, 3 FEET ABOVE THE ROAD
 RL0084'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0084'TO REACH FROM THE CO-OP STORE AT AURA GO ABOUT 0.55 MILE WEST,
 RL0084'ABOUT 0.5 MILE SOUTH, ABOUT 0.5 MILE WEST AND ABOUT 1.8 MILES
 RL0084'SOUTHEAST ALONG GRAVEL ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0111 ***********************************************************************
 RL0111  DESIGNATION -  G 164
 RL0111  PID         -  RL0111
 RL0111  STATE/COUNTY-  MI/BARAGA
 RL0111  USGS QUAD   -  MC COMB CORNER (1984)
 RL0111
 RL0111                         *CURRENT SURVEY CONTROL
 RL0111  ___________________________________________________________________
 RL0111* NAD 83(1986)-  46 51 24.     (N)    088 04 05.     (W)     SCALED    
 RL0111* NAVD 88     -       226.549  (meters)     743.27   (feet)  ADJUSTED  
 RL0111  ___________________________________________________________________
 RL0111  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 RL0111  DYNAMIC HT  -         226.563 (meters)     743.32  (feet)  COMP
 RL0111  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RL0111
 RL0111  VERT ORDER  -  SECOND    CLASS 0
 RL0111
 RL0111.The horizontal coordinates were scaled from a topographic map and have
 RL0111.an estimated accuracy of +/- 6 seconds.
 RL0111
 RL0111.The orthometric height was determined by differential leveling
 RL0111.and adjusted by the National Geodetic Survey in June 1991..
 RL0111
 RL0111.The geoid height was determined by GEOID03.
 RL0111
 RL0111.The dynamic height is computed by dividing the NAVD 88
 RL0111.geopotential number by the normal gravity value computed on the
 RL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0111.degrees latitude (g = 980.6199 gals.).
 RL0111
 RL0111.The modeled gravity was interpolated from observed gravity values.
 RL0111
 RL0111;                    North         East    Units  Estimated Accuracy
 RL0111;SPC MI N     -   230,990.    7,918,560.      MT  (+/- 180 meters Scaled)
 RL0111
 RL0111                          SUPERSEDED SURVEY CONTROL
 RL0111
 RL0111  NGVD 29 (??/??/92)  226.510  (m)          743.14   (f) ADJ UNCH    2 0
 RL0111
 RL0111.Superseded values are not recommended for survey control.
 RL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0111.See file dsdata.txt to determine how the superseded data were derived.
 RL0111
 RL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS185897(NAD 83)
 RL0111_MARKER: DB = BENCH MARK DISK
 RL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0111_STAMPING: G 164 1948
 RL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0111+STABILITY: SURFACE MOTION
 RL0111
 RL0111  HISTORY     - Date     Condition        Report By
 RL0111  HISTORY     - 1948     MONUMENTED       CGS
 RL0111  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 RL0111
 RL0111                          STATION DESCRIPTION
 RL0111
 RL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0111'8 MI SE FROM SKANEE.
 RL0111'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0111'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0111'ABOUT 2.35 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO THE
 RL0111'FORD MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD
 RL0111'MOTOR COMPANY RAILROAD, ABOUT 1.05 MILE SOUTHEAST OF A BRIDGE
 RL0111'OVER HURON RIVER, ABOUT 0.75 MILE NORTHWEST OF A 20-FOOT WOODEN
 RL0111'BRIDGE, AT A TURN IN THE ROAD WITH TANGENTS NORTHWEST AND EAST,
 RL0111'AT A SMALL CLEARING AND BORROW PIT, 27 FEET WEST-SOUTHWEST OF A
 RL0111'TRIANGULAR BLAZED 3-FOOT ELM TREE, 42 FEET SOUTH-SOUTHWEST OF
 RL0111'THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF A TRIANGULAR
 RL0111'BLAZED 9-INCH MAPLE TREE, 3 FEET ABOVE THE ROAD AND SET IN THE
 RL0111'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0111
 RL0111                          STATION RECOVERY (2004)
 RL0111
 RL0111'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0133 ***********************************************************************
 RK0133  DESIGNATION -  G 165
 RK0133  PID         -  RK0133
 RK0133  STATE/COUNTY-  MI/MARQUETTE
 RK0133  USGS QUAD   -  MARQUETTE (1975)
 RK0133
 RK0133                         *CURRENT SURVEY CONTROL
 RK0133  ___________________________________________________________________
 RK0133* NAD 83(1986)-  46 35 47.     (N)    087 27 17.     (W)     SCALED    
 RK0133* NAVD 88     -       231.552  (meters)     759.68   (feet)  ADJUSTED  
 RK0133  ___________________________________________________________________
 RK0133  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 RK0133  DYNAMIC HT  -         231.573 (meters)     759.75  (feet)  COMP
 RK0133  MODELED GRAV-     980,701.2   (mgal)                       NAVD 88
 RK0133
 RK0133  VERT ORDER  -  SECOND    CLASS 0
 RK0133
 RK0133.The horizontal coordinates were scaled from a topographic map and have
 RK0133.an estimated accuracy of +/- 6 seconds.
 RK0133
 RK0133.The orthometric height was determined by differential leveling
 RK0133.and adjusted by the National Geodetic Survey in June 1991..
 RK0133
 RK0133.The geoid height was determined by GEOID03.
 RK0133
 RK0133.The dynamic height is computed by dividing the NAVD 88
 RK0133.geopotential number by the normal gravity value computed on the
 RK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0133.degrees latitude (g = 980.6199 gals.).
 RK0133
 RK0133.The modeled gravity was interpolated from observed gravity values.
 RK0133
 RK0133;                    North         East    Units  Estimated Accuracy
 RK0133;SPC MI N     -   201,610.    7,965,160.      MT  (+/- 180 meters Scaled)
 RK0133
 RK0133                          SUPERSEDED SURVEY CONTROL
 RK0133
 RK0133  NGVD 29 (??/??/92)  231.514  (m)          759.56   (f) ADJ UNCH    2 0
 RK0133
 RK0133.Superseded values are not recommended for survey control.
 RK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0133.See file dsdata.txt to determine how the superseded data were derived.
 RK0133
 RK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS651604(NAD 83)
 RK0133_MARKER: DB = BENCH MARK DISK
 RK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0133_STAMPING: G 165 1948
 RK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0133+STABILITY: SURFACE MOTION
 RK0133
 RK0133  HISTORY     - Date     Condition        Report By
 RK0133  HISTORY     - 1948     MONUMENTED       CGS
 RK0133
 RK0133                          STATION DESCRIPTION
 RK0133
 RK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0133'4.6 MI NW FROM MARQUETTE.
 RK0133'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0133'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 4.1 MILES
 RK0133'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 0.75 MILE NORTHWEST OF
 RK0133'THE CROSSING OF THE LAKE SUPERIOR AND ISHPEMING RALWAY, 213
 RK0133'FEET NORTHWEST AND ACROSS THE ROAD FROM THE WEST CORNER OF A
 RK0133'TAVERN AND DANCE HALL, 58 FEET SOUTH-SOUTHWEST OF THE CENTER
 RK0133'LINE OF THE ROAD, 8 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED
 RK0133'9-INCH PINE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RK0133'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0133'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0455 ***********************************************************************
 NF0455  DESIGNATION -  G 166
 NF0455  PID         -  NF0455
 NF0455  STATE/COUNTY-  MI/IONIA
 NF0455  USGS QUAD   -  FREEPORT (1978)
 NF0455
 NF0455                         *CURRENT SURVEY CONTROL
 NF0455  ___________________________________________________________________
 NF0455* NAD 83(1986)-  42 46 13.     (N)    085 16 15.     (W)     SCALED    
 NF0455* NAVD 88     -       260.868  (meters)     855.86   (feet)  ADJUSTED  
 NF0455  ___________________________________________________________________
 NF0455  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NF0455  DYNAMIC HT  -         260.791 (meters)     855.61  (feet)  COMP
 NF0455  MODELED GRAV-     980,321.3   (mgal)                       NAVD 88
 NF0455
 NF0455  VERT ORDER  -  SECOND    CLASS 0
 NF0455
 NF0455.The horizontal coordinates were scaled from a topographic map and have
 NF0455.an estimated accuracy of +/- 6 seconds.
 NF0455
 NF0455.The orthometric height was determined by differential leveling
 NF0455.and adjusted by the National Geodetic Survey in June 1991..
 NF0455
 NF0455.The geoid height was determined by GEOID03.
 NF0455
 NF0455.The dynamic height is computed by dividing the NAVD 88
 NF0455.geopotential number by the normal gravity value computed on the
 NF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0455.degrees latitude (g = 980.6199 gals.).
 NF0455
 NF0455.The modeled gravity was interpolated from observed gravity values.
 NF0455
 NF0455;                    North         East    Units  Estimated Accuracy
 NF0455;SPC MI S     -   141,500.    3,926,010.      MT  (+/- 180 meters Scaled)
 NF0455
 NF0455                          SUPERSEDED SURVEY CONTROL
 NF0455
 NF0455  NGVD 29 (??/??/92)  260.990  (m)          856.26   (f) ADJ UNCH    2 0
 NF0455
 NF0455.Superseded values are not recommended for survey control.
 NF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0455.See file dsdata.txt to determine how the superseded data were derived.
 NF0455
 NF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN414367(NAD 83)
 NF0455_MARKER: DB = BENCH MARK DISK
 NF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0455_STAMPING: G 166 1948
 NF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0455+STABILITY: SURFACE MOTION
 NF0455
 NF0455  HISTORY     - Date     Condition        Report By
 NF0455  HISTORY     - 1948     MONUMENTED       CGS
 NF0455
 NF0455                          STATION DESCRIPTION
 NF0455
 NF0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0455'2.8 MI E FROM FREEPORT.
 NF0455'0.25 MILE NORTH ALONG FREEPORT AVENUE FROM THE SCHOOL AT FREEPORT,
 NF0455'THENCE ABOUT 2.6 MILES EAST ALONG WOLF STREET AND THE IONIA-BARRY
 NF0455'COUNTY LINE ROAD, AT A JOGGED CROSS ROAD, IN THE SOUTHWEST CORNER
 NF0455'OF A SMALL ORCHARD, 52 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 NF0455'23 FEET WEST OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, 30
 NF0455'FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 10 FEET NORTH OF
 NF0455'A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 1 FOOT SOUTH OF A
 NF0455'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN
 NF0455'THE TOP OF A CONCRETE POST PROJECTING 2 1/2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0402 ***********************************************************************
 NF0402  DESIGNATION -  G 167
 NF0402  PID         -  NF0402
 NF0402  STATE/COUNTY-  MI/KENT
 NF0402  USGS QUAD   -  ALTO (1978)
 NF0402
 NF0402                         *CURRENT SURVEY CONTROL
 NF0402  ___________________________________________________________________
 NF0402* NAD 83(1986)-  42 47 52.     (N)    085 27 27.     (W)     SCALED    
 NF0402* NAVD 88     -       236.614  (meters)     776.29   (feet)  ADJUSTED  
 NF0402  ___________________________________________________________________
 NF0402  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0402  DYNAMIC HT  -         236.548 (meters)     776.07  (feet)  COMP
 NF0402  MODELED GRAV-     980,333.6   (mgal)                       NAVD 88
 NF0402
 NF0402  VERT ORDER  -  SECOND    CLASS 0
 NF0402
 NF0402.The horizontal coordinates were scaled from a topographic map and have
 NF0402.an estimated accuracy of +/- 6 seconds.
 NF0402
 NF0402.The orthometric height was determined by differential leveling
 NF0402.and adjusted by the National Geodetic Survey in June 1991..
 NF0402
 NF0402.The geoid height was determined by GEOID03.
 NF0402
 NF0402.The dynamic height is computed by dividing the NAVD 88
 NF0402.geopotential number by the normal gravity value computed on the
 NF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0402.degrees latitude (g = 980.6199 gals.).
 NF0402
 NF0402.The modeled gravity was interpolated from observed gravity values.
 NF0402
 NF0402;                    North         East    Units  Estimated Accuracy
 NF0402;SPC MI S     -   144,730.    3,910,770.      MT  (+/- 180 meters Scaled)
 NF0402
 NF0402                          SUPERSEDED SURVEY CONTROL
 NF0402
 NF0402  NGVD 29 (??/??/92)  236.742  (m)          776.71   (f) ADJ UNCH    2 0
 NF0402
 NF0402.Superseded values are not recommended for survey control.
 NF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0402.See file dsdata.txt to determine how the superseded data were derived.
 NF0402
 NF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN261395(NAD 83)
 NF0402_MARKER: DB = BENCH MARK DISK
 NF0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0402_STAMPING: G 167 1948
 NF0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0402+STABILITY: SURFACE MOTION
 NF0402
 NF0402  HISTORY     - Date     Condition        Report By
 NF0402  HISTORY     - 1948     MONUMENTED       CGS
 NF0402  HISTORY     - 1985     GOOD             USPSQD
 NF0402  HISTORY     - 1987     GOOD             USPSQD
 NF0402  HISTORY     - 1988     GOOD             USPSQD
 NF0402  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0402  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0402  HISTORY     - 20010806 GOOD             NGS
 NF0402
 NF0402                          STATION DESCRIPTION
 NF0402
 NF0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0402'5.9 MI SW FROM MC CORDS.
 NF0402'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0402'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 5.1 MILES
 NF0402'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 92ND
 NF0402'STREET SE, ACROSS NORTH-SOUTH ROAD FROM SCHOOL BUILDING 9187,
 NF0402'66 FEET EAST OF THE CENTER LINE OF WHITENEYVILLE AVENUE, 34
 NF0402'FEET NORTH OF THE CENTER LINE OF 92ND STREET SE, 54 FEET
 NF0402'EAST-SOUTHEAST OF A 36-INCH ELM TREE, 16 FEET WEST OF A POWER
 NF0402'POLE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NF0402'ABOVE THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST
 NF0402'PROJECTING 3 INCHES.
 NF0402
 NF0402                          STATION RECOVERY (1985)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0402'ELM TREE REMOVED AND WITNESS POST MISSING.
 NF0402
 NF0402                          STATION RECOVERY (1987)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0402'RECOVERED IN GOOD CONDITION.
 NF0402
 NF0402                          STATION RECOVERY (1988)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0402'RECOVERED IN GOOD CONDITION.
 NF0402
 NF0402                          STATION RECOVERY (1989)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0402'MARK NOT FOUND.
 NF0402
 NF0402                          STATION RECOVERY (1999)
 NF0402
 NF0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0402'MARK NOT FOUND.
 NF0402
 NF0402                          STATION RECOVERY (2001)
 NF0402
 NF0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0347 ***********************************************************************
 NF0347  DESIGNATION -  G 168
 NF0347  PID         -  NF0347
 NF0347  STATE/COUNTY-  MI/BARRY
 NF0347  USGS QUAD   -  WOODLAND (1981)
 NF0347
 NF0347                         *CURRENT SURVEY CONTROL
 NF0347  ___________________________________________________________________
 NF0347* NAD 83(1986)-  42 40 57.     (N)    085 14 29.     (W)     SCALED    
 NF0347* NAVD 88     -       271.098  (meters)     889.43   (feet)  ADJUSTED  
 NF0347  ___________________________________________________________________
 NF0347  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NF0347  DYNAMIC HT  -         271.016 (meters)     889.16  (feet)  COMP
 NF0347  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NF0347
 NF0347  VERT ORDER  -  SECOND    CLASS 0
 NF0347
 NF0347.The horizontal coordinates were scaled from a topographic map and have
 NF0347.an estimated accuracy of +/- 6 seconds.
 NF0347
 NF0347.The orthometric height was determined by differential leveling
 NF0347.and adjusted by the National Geodetic Survey in June 1991..
 NF0347
 NF0347.The geoid height was determined by GEOID03.
 NF0347
 NF0347.The dynamic height is computed by dividing the NAVD 88
 NF0347.geopotential number by the normal gravity value computed on the
 NF0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0347.degrees latitude (g = 980.6199 gals.).
 NF0347
 NF0347.The modeled gravity was interpolated from observed gravity values.
 NF0347
 NF0347;                    North         East    Units  Estimated Accuracy
 NF0347;SPC MI S     -   131,720.    3,928,320.      MT  (+/- 180 meters Scaled)
 NF0347
 NF0347                          SUPERSEDED SURVEY CONTROL
 NF0347
 NF0347  NGVD 29 (??/??/92)  271.220  (m)          889.83   (f) ADJ UNCH    2 0
 NF0347
 NF0347.Superseded values are not recommended for survey control.
 NF0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0347.See file dsdata.txt to determine how the superseded data were derived.
 NF0347
 NF0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN440270(NAD 83)
 NF0347_MARKER: DB = BENCH MARK DISK
 NF0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0347_STAMPING: G 168 1948
 NF0347_MARK LOGO: CGS   
 NF0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0347+STABILITY: SURFACE MOTION
 NF0347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0347+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 NF0347
 NF0347  HISTORY     - Date     Condition        Report By
 NF0347  HISTORY     - 1948     MONUMENTED       CGS
 NF0347  HISTORY     - 19940310 GOOD             MI-015
 NF0347
 NF0347                          STATION DESCRIPTION
 NF0347
 NF0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0347'2.5 MI W FROM COATS GROVE.
 NF0347'2.5 MILES WEST ALONG STATE HIGHWAY 43 FROM THE CROSSROADS AND
 NF0347'SCHOOL AT COATS GROVE, AT THE JUNCTION OF A GRAVEL ROAD SOUTH,
 NF0347'68 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 53 FEET SOUTH
 NF0347'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET WEST OF A POWER POLE,
 NF0347'26 FEET EAST-SOUTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT
 NF0347'ON ROAD SOUTH, 16 1/2 FEET SOUTH OF A TELEPHONE POLE, 17 FEET
 NF0347'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 FEET
 NF0347'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 NF0347'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0347
 NF0347                          STATION RECOVERY (1994)
 NF0347
 NF0347'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0347'RECOVERED IN GOOD CONDITION.  NOTE--ADD THE FOLLOWING. 43 FEET EAST OF
 NF0347'GRAVEL ROAD SOUTH, 26 FEET EAST-SOUTHEAST OF NEWER CORRIGATED METAL
 NF0347'PIPE CULVERT. WELL SUITED FOR GPS. CARSONITE WITNESS POST INSTALLED, 1
 NF0347'FOOT SOUTHEAST OF MARK LOCATED IN THE NORTHEAST 1/4 SECTION 3,
 NF0347'HASTINGS TOWNSHIP ( NEAR THE NORTH 1/4 CORNER).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0449 ***********************************************************************
 NF0449  DESIGNATION -  G 169
 NF0449  PID         -  NF0449
 NF0449  STATE/COUNTY-  MI/BARRY
 NF0449  USGS QUAD   -  HASTINGS (1982)
 NF0449
 NF0449                         *CURRENT SURVEY CONTROL
 NF0449  ___________________________________________________________________
 NF0449* NAD 83(1986)-  42 39 37.     (N)    085 19 38.     (W)     SCALED    
 NF0449* NAVD 88     -       236.663  (meters)     776.45   (feet)  ADJUSTED  
 NF0449  ___________________________________________________________________
 NF0449  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 NF0449  DYNAMIC HT  -         236.592 (meters)     776.22  (feet)  COMP
 NF0449  MODELED GRAV-     980,312.6   (mgal)                       NAVD 88
 NF0449
 NF0449  VERT ORDER  -  SECOND    CLASS 0
 NF0449
 NF0449.The horizontal coordinates were scaled from a topographic map and have
 NF0449.an estimated accuracy of +/- 6 seconds.
 NF0449
 NF0449.The orthometric height was determined by differential leveling
 NF0449.and adjusted by the National Geodetic Survey in June 1991..
 NF0449
 NF0449.The geoid height was determined by GEOID03.
 NF0449
 NF0449.The dynamic height is computed by dividing the NAVD 88
 NF0449.geopotential number by the normal gravity value computed on the
 NF0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0449.degrees latitude (g = 980.6199 gals.).
 NF0449
 NF0449.The modeled gravity was interpolated from observed gravity values.
 NF0449
 NF0449;                    North         East    Units  Estimated Accuracy
 NF0449;SPC MI S     -   129,330.    3,921,250.      MT  (+/- 180 meters Scaled)
 NF0449
 NF0449                          SUPERSEDED SURVEY CONTROL
 NF0449
 NF0449  NGVD 29 (??/??/92)  236.786  (m)          776.86   (f) ADJ UNCH    2 0
 NF0449
 NF0449.Superseded values are not recommended for survey control.
 NF0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0449.See file dsdata.txt to determine how the superseded data were derived.
 NF0449
 NF0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN370244(NAD 83)
 NF0449_MARKER: DB = BENCH MARK DISK
 NF0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0449_STAMPING: G 169 1948
 NF0449_MARK LOGO: CGS   
 NF0449_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0449+STABILITY: SURFACE MOTION
 NF0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0449+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2005
 NF0449
 NF0449  HISTORY     - Date     Condition        Report By
 NF0449  HISTORY     - 1948     MONUMENTED       CGS
 NF0449  HISTORY     - 1985     GOOD             USPSQD
 NF0449  HISTORY     - 1987     POOR             USPSQD
 NF0449  HISTORY     - 19941111 POOR             MI-015
 NF0449  HISTORY     - 19970323 GOOD             USPSQD
 NF0449  HISTORY     - 20050409 GOOD             USPSQD
 NF0449
 NF0449                          STATION DESCRIPTION
 NF0449
 NF0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0449'8.8 MI S FROM FREEPORT.
 NF0449'8.1 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT FREEPORT,
 NF0449'THENCE ABOUT 0.7 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD,
 NF0449'ACROSS ROAD FROM A SMALL LAKE, 19 FEET WEST OF THE CENTER LINE OF
 NF0449'A DRIVE SOUTH TO HOUSE NO. 1903, 121 FEET SOUTH-SOUTHEAST AND ACROSS
 NF0449'ROAD FROM THE CENTER OF A GATE TO A GRAVEL PIT, 100 FEET WEST AND
 NF0449'ACROSS DRIVE WAY FROM A 3-FOOT OAK TREE, 32 FEET SOUTHWEST OF THE
 NF0449'CENTER LINE OF THE ROAD, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0449'POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0449'POST PROJECTING 2 INCHES.
 NF0449
 NF0449                          STATION RECOVERY (1985)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0449'EXCEPT THERE IS NO WITNESS POST, AND EARTH HAS BEEN REMOVED FROM
 NF0449'AROUND CONCRETE POST SO THAT IT NOW PROJECTS ABOUT 20 INCHES ABOVE
 NF0449'GROUND. CHANGE DESC. 'SCHOOL AT FREEPORT' TO 'BAPTIST CHURCH AT
 NF0449'FREEPORT'.
 NF0449
 NF0449                          STATION RECOVERY (1987)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0449'MARK RECOVERED IN POOR CONDITION.
 NF0449
 NF0449                          STATION RECOVERY (1994)
 NF0449
 NF0449'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0449'STABILITY AND RELIABILITY OF MARK IS VERY QUESTIONABLE.  EARTH HAS
 NF0449'BEEN REMOVED FROM AROUND MARK.  MARK  PROJECTS 24 INCHES ABOVE THE
 NF0449'GROUND.  DESCRIPTION IS ADEQUATE,  MARK IS NOW 30 FEET SOUTHWEST OF
 NF0449'THE CENTERLINE OF STATE ROAD (BITUMINOUS) MARK IS NOT SUITABLE FOR
 NF0449'GPS.
 NF0449
 NF0449                          STATION RECOVERY (1997)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0449'RECOVERED IN GOOD CONDITION.
 NF0449
 NF0449                          STATION RECOVERY (2005)
 NF0449
 NF0449'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0632 ***********************************************************************
 NF0632  DESIGNATION -  G 171
 NF0632  PID         -  NF0632
 NF0632  STATE/COUNTY-  MI/VAN BUREN
 NF0632  USGS QUAD   -  MERSON (1981)
 NF0632
 NF0632                         *CURRENT SURVEY CONTROL
 NF0632  ___________________________________________________________________
 NF0632* NAD 83(1986)-  42 24 52.     (N)    085 49 42.     (W)     SCALED    
 NF0632* NAVD 88     -       230.939  (meters)     757.67   (feet)  ADJUSTED  
 NF0632  ___________________________________________________________________
 NF0632  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NF0632  DYNAMIC HT  -         230.875 (meters)     757.46  (feet)  COMP
 NF0632  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 NF0632
 NF0632  VERT ORDER  -  SECOND    CLASS 0
 NF0632
 NF0632.The horizontal coordinates were scaled from a topographic map and have
 NF0632.an estimated accuracy of +/- 6 seconds.
 NF0632
 NF0632.The orthometric height was determined by differential leveling
 NF0632.and adjusted by the National Geodetic Survey in June 1991..
 NF0632
 NF0632.The geoid height was determined by GEOID03.
 NF0632
 NF0632.The dynamic height is computed by dividing the NAVD 88
 NF0632.geopotential number by the normal gravity value computed on the
 NF0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0632.degrees latitude (g = 980.6199 gals.).
 NF0632
 NF0632.The modeled gravity was interpolated from observed gravity values.
 NF0632
 NF0632;                    North         East    Units  Estimated Accuracy
 NF0632;SPC MI S     -   102,620.    3,879,700.      MT  (+/- 180 meters Scaled)
 NF0632
 NF0632                          SUPERSEDED SURVEY CONTROL
 NF0632
 NF0632  NGVD 29 (??/??/92)  231.077  (m)          758.13   (f) ADJ UNCH    2 0
 NF0632
 NF0632.Superseded values are not recommended for survey control.
 NF0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0632.See file dsdata.txt to determine how the superseded data were derived.
 NF0632
 NF0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964964(NAD 83)
 NF0632_MARKER: DB = BENCH MARK DISK
 NF0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0632_STAMPING: G 171 1948
 NF0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0632+STABILITY: SURFACE MOTION
 NF0632
 NF0632  HISTORY     - Date     Condition        Report By
 NF0632  HISTORY     - 1948     MONUMENTED       CGS
 NF0632  HISTORY     - 1977     GOOD             MIDH
 NF0632
 NF0632                          STATION DESCRIPTION
 NF0632
 NF0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0632'4.3 MI N FROM KENDALL.
 NF0632'4.3 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0632'KENDALL, ABOUT 0.7 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 NF0632'WEST AND ABANDONED BRICK DISTRICT SCHOOL NO. 6, AT THE T JUNCTION
 NF0632'OF AN EAST-WEST ROAD (CO. ROAD 653 JOGS EAST HERE), 27 FEET
 NF0632'NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 63 FEET EAST
 NF0632'OF THE PROLONGED CENTER LINE OF THE ROAD SOUTH, AT THE WEST
 NF0632'END OF A CUT, 13.5 FEET SOUTH OF A WIRE FENCE, 15 FEET
 NF0632'SOUTH-SOUTHEAST OF A 16-INCH PINE TREE, 2 FEET WEST OF A WHITE
 NF0632'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 NF0632'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0632
 NF0632                          STATION RECOVERY (1977)
 NF0632
 NF0632'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0975 ***********************************************************************
 NF0975  DESIGNATION -  G 173
 NF0975  PID         -  NF0975
 NF0975  STATE/COUNTY-  MI/ALLEGAN
 NF0975  USGS QUAD   -  BURNIPS (1981)
 NF0975
 NF0975                         *CURRENT SURVEY CONTROL
 NF0975  ___________________________________________________________________
 NF0975* NAD 83(1986)-  42 42 39.     (N)    085 45 07.     (W)     SCALED    
 NF0975* NAVD 88     -       211.221  (meters)     692.98   (feet)  ADJUSTED  
 NF0975  ___________________________________________________________________
 NF0975  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NF0975  DYNAMIC HT  -         211.165 (meters)     692.80  (feet)  COMP
 NF0975  MODELED GRAV-     980,346.8   (mgal)                       NAVD 88
 NF0975
 NF0975  VERT ORDER  -  SECOND    CLASS 0
 NF0975
 NF0975.The horizontal coordinates were scaled from a topographic map and have
 NF0975.an estimated accuracy of +/- 6 seconds.
 NF0975
 NF0975.The orthometric height was determined by differential leveling
 NF0975.and adjusted by the National Geodetic Survey in June 1991..
 NF0975
 NF0975.The geoid height was determined by GEOID03.
 NF0975
 NF0975.The dynamic height is computed by dividing the NAVD 88
 NF0975.geopotential number by the normal gravity value computed on the
 NF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0975.degrees latitude (g = 980.6199 gals.).
 NF0975
 NF0975.The modeled gravity was interpolated from observed gravity values.
 NF0975
 NF0975;                    North         East    Units  Estimated Accuracy
 NF0975;SPC MI S     -   135,430.    3,886,530.      MT  (+/- 180 meters Scaled)
 NF0975
 NF0975                          SUPERSEDED SURVEY CONTROL
 NF0975
 NF0975  NGVD 29 (??/??/92)  211.355  (m)          693.42   (f) ADJ UNCH    2 0
 NF0975
 NF0975.Superseded values are not recommended for survey control.
 NF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0975.See file dsdata.txt to determine how the superseded data were derived.
 NF0975
 NF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN022294(NAD 83)
 NF0975_MARKER: DB = BENCH MARK DISK
 NF0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0975_STAMPING: G 173 1948
 NF0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0975+STABILITY: SURFACE MOTION
 NF0975
 NF0975  HISTORY     - Date     Condition        Report By
 NF0975  HISTORY     - 1948     MONUMENTED       CGS
 NF0975  HISTORY     - 1974     GOOD             NGS
 NF0975  HISTORY     - 1987     GOOD             USPSQD
 NF0975  HISTORY     - 1989     GOOD             USPSQD
 NF0975
 NF0975                          STATION DESCRIPTION
 NF0975
 NF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0975'2.4 MI SW FROM DORR.
 NF0975'ABOUT 1.35 MILES WEST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0975'CENTRAL RAILROAD STATION AT DORR, THENCE ABOUT 1.0 MILE SOUTH ALONG
 NF0975'A GRAVEL ROAD, ABOUT 0.5 MILE SOUTH OF A SIDE ROAD WEST, AT THE
 NF0975'JUNCTION OF A ROAD EAST, 66 FEET SOUTHWEST AND ACROSS ROAD FROM A
 NF0975'16-INCH HICKORY TREE AT A FENCE CORNER, 44 FEET WEST OF THE
 NF0975'CENTER LINE OF THE ROAD, 11 FEET SOUTH OF THE PROLONGED CENTER
 NF0975'LINE OF THE ROAD EAST, 2 FEET EAST OF A CORNER POWER POLE WITH
 NF0975'LINES SOUTH AND EAST AND 2 GUY WIRES, 2 FEET WEST OF A WHITE
 NF0975'WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 NF0975'PROJECTING 6 INCHES.
 NF0975
 NF0975                          STATION RECOVERY (1974)
 NF0975
 NF0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0975'RECOVERED IN GOOD CONDITION.
 NF0975
 NF0975                          STATION RECOVERY (1987)
 NF0975
 NF0975'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0975'RECOVERED IN GOOD CONDITION.
 NF0975
 NF0975                          STATION RECOVERY (1989)
 NF0975
 NF0975'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0652 ***********************************************************************
 NF0652  DESIGNATION -  G 174
 NF0652  PID         -  NF0652
 NF0652  STATE/COUNTY-  MI/ALLEGAN
 NF0652  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0652
 NF0652                         *CURRENT SURVEY CONTROL
 NF0652  ___________________________________________________________________
 NF0652* NAD 83(1986)-  42 28 37.     (N)    085 57 16.     (W)     SCALED    
 NF0652* NAVD 88     -       221.393  (meters)     726.35   (feet)  ADJUSTED  
 NF0652  ___________________________________________________________________
 NF0652  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF0652  DYNAMIC HT  -         221.334 (meters)     726.16  (feet)  COMP
 NF0652  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 NF0652
 NF0652  VERT ORDER  -  SECOND    CLASS 0
 NF0652
 NF0652.The horizontal coordinates were scaled from a topographic map and have
 NF0652.an estimated accuracy of +/- 6 seconds.
 NF0652
 NF0652.The orthometric height was determined by differential leveling
 NF0652.and adjusted by the National Geodetic Survey in June 1991..
 NF0652
 NF0652.The geoid height was determined by GEOID03.
 NF0652
 NF0652.The dynamic height is computed by dividing the NAVD 88
 NF0652.geopotential number by the normal gravity value computed on the
 NF0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0652.degrees latitude (g = 980.6199 gals.).
 NF0652
 NF0652.The modeled gravity was interpolated from observed gravity values.
 NF0652
 NF0652;                    North         East    Units  Estimated Accuracy
 NF0652;SPC MI S     -   109,750.    3,869,460.      MT  (+/- 180 meters Scaled)
 NF0652
 NF0652                          SUPERSEDED SURVEY CONTROL
 NF0652
 NF0652  NGVD 29 (??/??/92)  221.533  (m)          726.81   (f) ADJ UNCH    2 0
 NF0652
 NF0652.Superseded values are not recommended for survey control.
 NF0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0652.See file dsdata.txt to determine how the superseded data were derived.
 NF0652
 NF0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN859032(NAD 83)
 NF0652_MARKER: DB = BENCH MARK DISK
 NF0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0652_STAMPING: G 174 1948
 NF0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0652+STABILITY: SURFACE MOTION
 NF0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0652+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0652
 NF0652  HISTORY     - Date     Condition        Report By
 NF0652  HISTORY     - 1948     MONUMENTED       CGS
 NF0652  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0652  HISTORY     - 1989     POOR             USPSQD
 NF0652  HISTORY     - 20060318 GOOD             USPSQD
 NF0652
 NF0652                          STATION DESCRIPTION
 NF0652
 NF0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0652'2.3 MI N FROM CHESHIRE.
 NF0652'2.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY SCHOOL AND
 NF0652'A CEMETERY AT CHESHIRE, ABOUT 0.75 MILE SOUTH OF ROWE SCHOOL,
 NF0652'AT AN EAST-WEST BLACK TOP ROAD CROSSING, 100 FEET EAST OF THE
 NF0652'CENTER LINE OF THE ROAD, 28 FEET NORTH OF THE CENTER LINE OF THE
 NF0652'BLACK TOP ROAD, 74.5 FEET EAST OF A FENCE CORNER, 2 FEET SOUTH
 NF0652'OF THE FENCE LINE, 5 FEET WEST OF A TELEPHONE POLE, 2 FEET
 NF0652'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0652'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0652
 NF0652                          STATION RECOVERY (1978)
 NF0652
 NF0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0652'MARK NOT FOUND.
 NF0652
 NF0652                          STATION RECOVERY (1989)
 NF0652
 NF0652'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0652'MARK RECOVERED IN POOR CONDITION.
 NF0652
 NF0652                          STATION RECOVERY (2006)
 NF0652
 NF0652'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0652'42 28 36.9 N  085 57 14.8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0550 ***********************************************************************
 NF0550  DESIGNATION -  G 175
 NF0550  PID         -  NF0550
 NF0550  STATE/COUNTY-  MI/ALLEGAN
 NF0550  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0550
 NF0550                         *CURRENT SURVEY CONTROL
 NF0550  ___________________________________________________________________
 NF0550* NAD 83(1986)-  42 27 54.     (N)    085 34 39.     (W)     SCALED    
 NF0550* NAVD 88     -       249.823  (meters)     819.63   (feet)  ADJUSTED  
 NF0550  ___________________________________________________________________
 NF0550  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NF0550  DYNAMIC HT  -         249.748 (meters)     819.38  (feet)  COMP
 NF0550  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 NF0550
 NF0550  VERT ORDER  -  SECOND    CLASS 0
 NF0550
 NF0550.The horizontal coordinates were scaled from a topographic map and have
 NF0550.an estimated accuracy of +/- 6 seconds.
 NF0550
 NF0550.The orthometric height was determined by differential leveling
 NF0550.and adjusted by the National Geodetic Survey in June 1991..
 NF0550
 NF0550.The geoid height was determined by GEOID03.
 NF0550
 NF0550.The dynamic height is computed by dividing the NAVD 88
 NF0550.geopotential number by the normal gravity value computed on the
 NF0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0550.degrees latitude (g = 980.6199 gals.).
 NF0550
 NF0550.The modeled gravity was interpolated from observed gravity values.
 NF0550
 NF0550;                    North         East    Units  Estimated Accuracy
 NF0550;SPC MI S     -   107,910.    3,900,430.      MT  (+/- 180 meters Scaled)
 NF0550
 NF0550                          SUPERSEDED SURVEY CONTROL
 NF0550
 NF0550  NGVD 29 (??/??/92)  249.952  (m)          820.05   (f) ADJ UNCH    2 0
 NF0550
 NF0550.Superseded values are not recommended for survey control.
 NF0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0550.See file dsdata.txt to determine how the superseded data were derived.
 NF0550
 NF0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN169023(NAD 83)
 NF0550_MARKER: DB = BENCH MARK DISK
 NF0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0550_SP_SET: CULVERT
 NF0550_STAMPING: G 175 1948
 NF0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0550
 NF0550  HISTORY     - Date     Condition        Report By
 NF0550  HISTORY     - 1948     MONUMENTED       CGS
 NF0550  HISTORY     - 1989     GOOD             USPSQD
 NF0550  HISTORY     - 20031109 GOOD             USPSQD
 NF0550  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0550
 NF0550                          STATION DESCRIPTION
 NF0550
 NF0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0550'1.7 MI W FROM DOSTER.
 NF0550'1.7 MILES WEST ALONG A BLACK TOP ROAD FROM THE COUNTY LINE
 NF0550'CROSSROAD AT DOSTER, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A
 NF0550'ROAD SOUTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS NORTHWEST
 NF0550'AND EAST, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL
 NF0550'OF A 6-FOOT CONCRETE CULVERT OF A CREEK (POTTER CREEK).
 NF0550'24 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT
 NF0550'7 FEET BELOW THE ROAD.
 NF0550
 NF0550                          STATION RECOVERY (1989)
 NF0550
 NF0550'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0550'RECOVERED IN GOOD CONDITION.
 NF0550
 NF0550                          STATION RECOVERY (2003)
 NF0550
 NF0550'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0550'RECOVERED IN GOOD CONDITION.
 NF0550
 NF0550                          STATION RECOVERY (2006)
 NF0550
 NF0550'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0827 ***********************************************************************
 NF0827  DESIGNATION -  G 176
 NF0827  PID         -  NF0827
 NF0827  STATE/COUNTY-  MI/ALLEGAN
 NF0827  USGS QUAD   -  ORANGEVILLE (1982)
 NF0827
 NF0827                         *CURRENT SURVEY CONTROL
 NF0827  ___________________________________________________________________
 NF0827* NAD 83(1986)-  42 30 17.     (N)    085 33 06.     (W)     SCALED    
 NF0827* NAVD 88     -       235.144  (meters)     771.47   (feet)  ADJUSTED  
 NF0827  ___________________________________________________________________
 NF0827  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF0827  DYNAMIC HT  -         235.074 (meters)     771.24  (feet)  COMP
 NF0827  MODELED GRAV-     980,317.2   (mgal)                       NAVD 88
 NF0827
 NF0827  VERT ORDER  -  SECOND    CLASS 0
 NF0827
 NF0827.The horizontal coordinates were scaled from a topographic map and have
 NF0827.an estimated accuracy of +/- 6 seconds.
 NF0827
 NF0827.The orthometric height was determined by differential leveling
 NF0827.and adjusted by the National Geodetic Survey in June 1991..
 NF0827
 NF0827.The geoid height was determined by GEOID03.
 NF0827
 NF0827.The dynamic height is computed by dividing the NAVD 88
 NF0827.geopotential number by the normal gravity value computed on the
 NF0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0827.degrees latitude (g = 980.6199 gals.).
 NF0827
 NF0827.The modeled gravity was interpolated from observed gravity values.
 NF0827
 NF0827;                    North         East    Units  Estimated Accuracy
 NF0827;SPC MI S     -   112,290.    3,902,610.      MT  (+/- 180 meters Scaled)
 NF0827
 NF0827                          SUPERSEDED SURVEY CONTROL
 NF0827
 NF0827  NGVD 29 (??/??/92)  235.273  (m)          771.89   (f) ADJ UNCH    2 0
 NF0827
 NF0827.Superseded values are not recommended for survey control.
 NF0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0827.See file dsdata.txt to determine how the superseded data were derived.
 NF0827
 NF0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN189068(NAD 83)
 NF0827_MARKER: DB = BENCH MARK DISK
 NF0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0827_SP_SET: CULVERT
 NF0827_STAMPING: G 176 1948
 NF0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0827
 NF0827  HISTORY     - Date     Condition        Report By
 NF0827  HISTORY     - 1948     MONUMENTED       CGS
 NF0827  HISTORY     - 1976     GOOD             LOCENG
 NF0827  HISTORY     - 1987     GOOD             USPSQD
 NF0827  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0827
 NF0827                          STATION DESCRIPTION
 NF0827
 NF0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0827'4 MI SW FROM ORANGEVILLE.
 NF0827'ABOUT 3.95 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD NO. 412
 NF0827'FROM THE SCHOOL AT ORANGEVILLE, ABOUT 0.5 MILE NORTHEAST OF
 NF0827'THE CROSSING OF A RAILROAD BRANCH LINE AT NEELEY, NEAR THE
 NF0827'WEST CORNER OF A SCHOOL YARD, SET IN THE TOP OF THE SOUTH WING
 NF0827'WALL OF A 4-FOOT CONCRETE CULVERT, 14 FEET SOUTHEAST OF THE
 NF0827'CENTER LINE OF THE ROAD, 21.5 FEET NORTH OF THE WEST CORNER
 NF0827'OF THE SCHOOL YARD, AND ABOUT 0.5 FOOT BELOW THE ROAD.
 NF0827
 NF0827                          STATION RECOVERY (1976)
 NF0827
 NF0827'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 NF0827'RECOVERED IN GOOD CONDITION.
 NF0827
 NF0827                          STATION RECOVERY (1987)
 NF0827
 NF0827'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0827'RECOVERED IN GOOD CONDITION.
 NF0827
 NF0827                          STATION RECOVERY (2005)
 NF0827
 NF0827'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0827'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0417 ***********************************************************************
 NF0417  DESIGNATION -  G 177
 NF0417  PID         -  NF0417
 NF0417  STATE/COUNTY-  MI/BARRY
 NF0417  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0417
 NF0417                         *CURRENT SURVEY CONTROL
 NF0417  ___________________________________________________________________
 NF0417* NAD 83(1986)-  42 39 09.     (N)    085 26 51.     (W)     SCALED    
 NF0417* NAVD 88     -       234.330  (meters)     768.80   (feet)  ADJUSTED  
 NF0417  ___________________________________________________________________
 NF0417  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF0417  DYNAMIC HT  -         234.261 (meters)     768.57  (feet)  COMP
 NF0417  MODELED GRAV-     980,319.0   (mgal)                       NAVD 88
 NF0417
 NF0417  VERT ORDER  -  SECOND    CLASS I
 NF0417
 NF0417.The horizontal coordinates were scaled from a topographic map and have
 NF0417.an estimated accuracy of +/- 6 seconds.
 NF0417
 NF0417.The orthometric height was determined by differential leveling
 NF0417.and adjusted by the National Geodetic Survey in June 1991..
 NF0417
 NF0417.The geoid height was determined by GEOID03.
 NF0417
 NF0417.The dynamic height is computed by dividing the NAVD 88
 NF0417.geopotential number by the normal gravity value computed on the
 NF0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0417.degrees latitude (g = 980.6199 gals.).
 NF0417
 NF0417.The modeled gravity was interpolated from observed gravity values.
 NF0417
 NF0417;                    North         East    Units  Estimated Accuracy
 NF0417;SPC MI S     -   128,590.    3,911,380.      MT  (+/- 180 meters Scaled)
 NF0417
 NF0417                          SUPERSEDED SURVEY CONTROL
 NF0417
 NF0417  NGVD 29 (??/??/92)  234.455  (m)          769.21   (f) ADJ UNCH    2 0
 NF0417
 NF0417.Superseded values are not recommended for survey control.
 NF0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0417.See file dsdata.txt to determine how the superseded data were derived.
 NF0417
 NF0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN272233(NAD 83)
 NF0417_MARKER: DB = BENCH MARK DISK
 NF0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0417_STAMPING: G 177 1948
 NF0417_MARK LOGO: CGS   
 NF0417_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0417+STABILITY: SURFACE MOTION
 NF0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0417+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0417
 NF0417  HISTORY     - Date     Condition        Report By
 NF0417  HISTORY     - 1948     MONUMENTED       CGS
 NF0417  HISTORY     - 1987     GOOD             USPSQD
 NF0417  HISTORY     - 19941111 GOOD             MI-015
 NF0417  HISTORY     - 19970304 GOOD             USPSQD
 NF0417  HISTORY     - 20000822 GOOD             MI-015
 NF0417  HISTORY     - 20041030 GOOD             USPSQD
 NF0417
 NF0417                          STATION DESCRIPTION
 NF0417
 NF0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0417'4.4 MI SE FROM MIDDLEVILLE.
 NF0417'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0417'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 1.85 MILES SOUTH
 NF0417'ALONG COUNTY ROAD 611, AT A CROSS ROAD, 170 FEET SOUTH-SOUTHWEST
 NF0417'OF THE CENTER LINE OF THE INTERSECTION, 40 FEET WEST OF THE
 NF0417'CENTER LINE OF THE ROAD, 21 FEET NORTH OF A TRIANGULAR BLAZED
 NF0417'18-INCH OAK TREE, 21 FEET EAST OF THE CENTER LINE OF A DRIVE
 NF0417'TO A HOUSE, 37 1/2 FEET EAST AND ACROSS DRIVE FROM THE SOUTHEAST
 NF0417'CORNER OF A BARN, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0417'POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0417'POST PROJECTING 2 1/2 INCHES.
 NF0417
 NF0417                          STATION RECOVERY (1987)
 NF0417
 NF0417'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0417'RECOVERED IN GOOD CONDITION.
 NF0417
 NF0417                          STATION RECOVERY (1994)
 NF0417
 NF0417'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0417'RECOVERED IN GOOD CONDITION.  38 FEET WEST OF CENTERLINE OF YANKEE
 NF0417'SPRINGS ROAD (BITUMINOUS) BLAZE ON TREE OVERGROWN, BUT STILL VISIBLE,
 NF0417'CARSONITE WITNESS POST INSTALLED 1 FOOT WEST OF MARK. NOT SUITABLE FOR
 NF0417'GPS.
 NF0417
 NF0417                          STATION RECOVERY (1997)
 NF0417
 NF0417'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0417'RECOVERED IN GOOD CONDITION.
 NF0417
 NF0417                          STATION RECOVERY (2000)
 NF0417
 NF0417'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0417'LOCATED IN THE NORTHEAST 1/4 OF SECTION 14, NEAR THE NORTHEAST CORNER,
 NF0417'ON YANKEE SPRINGS ROAD SOUTH OF BOWENS MILL ROAD.  TO REACH FROM THE
 NF0417'INTERSECTION OF M-37 AND M-43 (2.3 MI WEST OF HASTINGS) TRAVEL
 NF0417'WEST-NORTHWEST 6.44 MI (10.36 KM) ALONG M-37 TO SHAW LAKE ROAD . TURN
 NF0417'LEFT AND TRAVEL WEST ON SHAW LAKE ROAD 0.18 MI (0.29 KM) TO YANKEE
 NF0417'SPRINGS ROAD.  TURN LEFT AND GO SOUTHEAST THEN SOUTH FOR 1.51 MI (2.43
 NF0417'KM) TO STATION ON THE RIGHT.  IT IS 38.0 FT (11.6 M) WEST OF
 NF0417'CENTERLINE OF YANKEE SPRINGS ROAD, 170.0 FT (51.8 M) SOUTH OF THE
 NF0417'CENTERLINE OF BOWENS MILL ROAD, 21.0 FT (6.4 M) NORTH OF A TRIANGULAR
 NF0417'BLAZED OAK TREE, 1.5 FT (0.5 M) SOUTH OF A WOODEN WITNESS POST, 2.5 FT
 NF0417'(0.8 M) ABOVE THE ROAD GRANDE AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 NF0417'WITNESS POST.
 NF0417
 NF0417                          STATION RECOVERY (2004)
 NF0417
 NF0417'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0674 ***********************************************************************
 NE0674  DESIGNATION -  G 178
 NE0674  PID         -  NE0674
 NE0674  STATE/COUNTY-  MI/WASHTENAW
 NE0674  USGS QUAD   -  DEXTER (1983)
 NE0674
 NE0674                         *CURRENT SURVEY CONTROL
 NE0674  ___________________________________________________________________
 NE0674* NAD 83(1986)-  42 20 23.     (N)    083 53 32.     (W)     SCALED    
 NE0674* NAVD 88     -       262.715  (meters)     861.92   (feet)  ADJUSTED  
 NE0674  ___________________________________________________________________
 NE0674  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NE0674  DYNAMIC HT  -         262.637 (meters)     861.67  (feet)  COMP
 NE0674  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 NE0674
 NE0674  VERT ORDER  -  FIRST     CLASS II
 NE0674
 NE0674.The horizontal coordinates were scaled from a topographic map and have
 NE0674.an estimated accuracy of +/- 6 seconds.
 NE0674
 NE0674.The orthometric height was determined by differential leveling
 NE0674.and adjusted by the National Geodetic Survey in June 1991..
 NE0674
 NE0674.The geoid height was determined by GEOID03.
 NE0674
 NE0674.The dynamic height is computed by dividing the NAVD 88
 NE0674.geopotential number by the normal gravity value computed on the
 NE0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0674.degrees latitude (g = 980.6199 gals.).
 NE0674
 NE0674.The modeled gravity was interpolated from observed gravity values.
 NE0674
 NE0674;                    North         East    Units  Estimated Accuracy
 NE0674;SPC MI S     -    93,390.    4,039,100.      MT  (+/- 180 meters Scaled)
 NE0674
 NE0674                          SUPERSEDED SURVEY CONTROL
 NE0674
 NE0674  NGVD 29 (01/19/93)  262.840  (m)          862.33   (f) ADJUSTED    1 2
 NE0674
 NE0674.Superseded values are not recommended for survey control.
 NE0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0674.See file dsdata.txt to determine how the superseded data were derived.
 NE0674
 NE0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG617915(NAD 83)
 NE0674_MARKER: DB = BENCH MARK DISK
 NE0674_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0674_SP_SET: ABUTMENT
 NE0674_STAMPING: G 178 1948
 NE0674_MARK LOGO: CGS   
 NE0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0674
 NE0674  HISTORY     - Date     Condition        Report By
 NE0674  HISTORY     - 1948     MONUMENTED       CGS
 NE0674  HISTORY     - 1985     GOOD             NGS
 NE0674  HISTORY     - 19981025 GOOD             USPSQD
 NE0674
 NE0674                          STATION DESCRIPTION
 NE0674
 NE0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0674'0.4 MI W FROM DEXTER.
 NE0674'0.4 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NE0674'STATION AT DEXTER, AT THE OVERPASS OF THE RAILROAD OVER PORTAGE
 NE0674'LAKE ROAD, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE STONE
 NE0674'PILLAR AT WEST END OF THE OVERPASS, 9 FEET SOUTH OF THE SOUTH
 NE0674'RAIL AND ABOUT 3 1/2 FEET BELOW THE TRACK.  MARK IS ABOUT 0.65
 NE0674'MILE NORTHWEST ALONG PORTAGE LAKE ROAD FROM THE SCHOOL AT DEXTER.
 NE0674
 NE0674                          STATION RECOVERY (1985)
 NE0674
 NE0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0674'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DEXTER,
 NE0674'AT THE INTERSECTION OF DEXTER-PINCKNEY ROAD AND THE CONRAIL RAILROAD,
 NE0674'IN THE SOUTHEAST END OF THE FIRST STONE STEP OF THE SOUTHWEST STONE
 NE0674'ABUTMENT OF THE RAILROAD OVERPASS OF THE ROAD, 2.8 M (9.2 FT)
 NE0674'SOUTHEAST OF THE NEAR RAIL, AND 0.1 M (0.3 FT) NORTHWEST OF THE
 NE0674'SOUTHEAST END OF THE STEP.
 NE0674'THE MARK IS 1.1 M BELOW THE TRACKS.
 NE0674
 NE0674                          STATION RECOVERY (1998)
 NE0674
 NE0674'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0674'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0336 ***********************************************************************
 OK0336  DESIGNATION -  G 17=835
 OK0336  PID         -  OK0336
 OK0336  STATE/COUNTY-  MI/IONIA
 OK0336  USGS QUAD   -  SHILOH (1972)
 OK0336
 OK0336                         *CURRENT SURVEY CONTROL
 OK0336  ___________________________________________________________________
 OK0336* NAD 83(1986)-  43 06 20.     (N)    085 05 07.     (W)     SCALED    
 OK0336* NAVD 88     -       254.179  (meters)     833.92   (feet)  ADJUSTED  
 OK0336  ___________________________________________________________________
 OK0336  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 OK0336  DYNAMIC HT  -         254.122 (meters)     833.73  (feet)  COMP
 OK0336  MODELED GRAV-     980,386.2   (mgal)                       NAVD 88
 OK0336
 OK0336  VERT ORDER  -  FIRST     CLASS II
 OK0336
 OK0336.The horizontal coordinates were scaled from a topographic map and have
 OK0336.an estimated accuracy of +/- 6 seconds.
 OK0336
 OK0336.The orthometric height was determined by differential leveling
 OK0336.and adjusted by the National Geodetic Survey in June 1991..
 OK0336
 OK0336.The geoid height was determined by GEOID03.
 OK0336
 OK0336.The dynamic height is computed by dividing the NAVD 88
 OK0336.geopotential number by the normal gravity value computed on the
 OK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0336.degrees latitude (g = 980.6199 gals.).
 OK0336
 OK0336.The modeled gravity was interpolated from observed gravity values.
 OK0336
 OK0336;                    North         East    Units  Estimated Accuracy
 OK0336;SPC MI S     -   178,590.    3,941,510.      MT  (+/- 180 meters Scaled)
 OK0336
 OK0336                          SUPERSEDED SURVEY CONTROL
 OK0336
 OK0336  NGVD 29 (??/??/92)  254.312  (m)          834.36   (f) ADJ UNCH    1 2
 OK0336
 OK0336.Superseded values are not recommended for survey control.
 OK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0336.See file dsdata.txt to determine how the superseded data were derived.
 OK0336
 OK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN558743(NAD 83)
 OK0336_MARKER: P = PIPE CAP
 OK0336_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0336_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0336_STAMPING: MICH 834.355 1916
 OK0336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0336
 OK0336  HISTORY     - Date     Condition        Report By
 OK0336  HISTORY     - 1916     MONUMENTED       USGS
 OK0336  HISTORY     - 1934     GOOD             NGS
 OK0336  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0336
 OK0336                          STATION DESCRIPTION
 OK0336
 OK0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0336'AT SHILOH.
 OK0336'AT SHILOH, IONIA COUNTY, ON THE ABANDONED LINE OF THE PERE
 OK0336'MARQUETTE RAILWAY, AT A GRAVEL COUNTY-ROAD CROSSING, 31 FEET
 OK0336'NORTH OF THE CENTERLINE OF THE ROAD, AND 61 FEET WEST OF THE
 OK0336'FORMER LOCATION OF THE TRACK.  A U.S. GEOLOGICAL SURVEY STANDARD
 OK0336'CAP, STAMPED MICH. 834.355 1916 AND RIVETED ON THE TOP OF A
 OK0336'3-1/2-INCH IRON PIPE PROJECTING 3 INCHES ABOVE GROUND.
 OK0336
 OK0336                          STATION RECOVERY (1969)
 OK0336
 OK0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0336'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0319 ***********************************************************************
 MC0319  DESIGNATION -  G 179
 MC0319  PID         -  MC0319
 MC0319  STATE/COUNTY-  MI/MONROE
 MC0319  USGS QUAD   -  MONROE (1979)
 MC0319
 MC0319                         *CURRENT SURVEY CONTROL
 MC0319  ___________________________________________________________________
 MC0319* NAD 83(1986)-  41 55 27.     (N)    083 24 58.     (W)     SCALED    
 MC0319* NAVD 88     -       181.403  (meters)     595.15   (feet)  ADJUSTED  
 MC0319  ___________________________________________________________________
 MC0319  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 MC0319  DYNAMIC HT  -         181.338 (meters)     594.94  (feet)  COMP
 MC0319  MODELED GRAV-     980,260.6   (mgal)                       NAVD 88
 MC0319
 MC0319  VERT ORDER  -  FIRST     CLASS II
 MC0319
 MC0319.The horizontal coordinates were scaled from a topographic map and have
 MC0319.an estimated accuracy of +/- 6 seconds.
 MC0319
 MC0319.The orthometric height was determined by differential leveling
 MC0319.and adjusted by the National Geodetic Survey in June 1991..
 MC0319
 MC0319.The geoid height was determined by GEOID03.
 MC0319
 MC0319.The dynamic height is computed by dividing the NAVD 88
 MC0319.geopotential number by the normal gravity value computed on the
 MC0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0319.degrees latitude (g = 980.6199 gals.).
 MC0319
 MC0319.The modeled gravity was interpolated from observed gravity values.
 MC0319
 MC0319;                    North         East    Units  Estimated Accuracy
 MC0319;SPC MI S     -    47,560.    4,078,850.      MT  (+/- 180 meters Scaled)
 MC0319
 MC0319                          SUPERSEDED SURVEY CONTROL
 MC0319
 MC0319  NGVD 29 (??/??/92)  181.571  (m)          595.70   (f) ADJ UNCH    1 2
 MC0319
 MC0319.Superseded values are not recommended for survey control.
 MC0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0319.See file dsdata.txt to determine how the superseded data were derived.
 MC0319
 MC0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG996441(NAD 83)
 MC0319_MARKER: DB = BENCH MARK DISK
 MC0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0319_SP_SET: CULVERT
 MC0319_STAMPING: G 179 1954
 MC0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0319
 MC0319  HISTORY     - Date     Condition        Report By
 MC0319  HISTORY     - 1954     MONUMENTED       CGS
 MC0319  HISTORY     - 1968     MARK NOT FOUND   NGS
 MC0319
 MC0319                          STATION DESCRIPTION
 MC0319
 MC0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0319'1.4 MI NW FROM MONROE.
 MC0319'ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 25 FROM THE POST
 MC0319'OFFICE AT MONROE, THENCE ABOUT 1.05 MILES NORTHWEST AND WEST
 MC0319'ALONG WEST ELM AVENUE AND NORTH CUSTER ROAD, ABOUT 110 YARDS
 MC0319'WEST OF THE WEST EDGE OF OVERPASS OF U.S. HIGHWAY 24 OVER WEST
 MC0319'ELM AVENUE, IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 MC0319'OF A 4-FOOT CONCRETE CULVERT UNDER NORTH CUSTER ROAD, 18 FEET
 MC0319'SOUTH OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
 MC0319
 MC0319                          STATION RECOVERY (1968)
 MC0319
 MC0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0144 ***********************************************************************
 RJ0144  DESIGNATION -  G 183
 RJ0144  PID         -  RJ0144
 RJ0144  STATE/COUNTY-  MI/CHIPPEWA
 RJ0144  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0144
 RJ0144                         *CURRENT SURVEY CONTROL
 RJ0144  ___________________________________________________________________
 RJ0144* NAD 83(1986)-  46 28 56.     (N)    084 21 33.     (W)     SCALED    
 RJ0144* NAVD 88     -       218.315  (meters)     716.26   (feet)  ADJUSTED  
 RJ0144  ___________________________________________________________________
 RJ0144  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0144  DYNAMIC HT  -         218.327 (meters)     716.29  (feet)  COMP
 RJ0144  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RJ0144
 RJ0144  VERT ORDER  -  SECOND    CLASS 0
 RJ0144
 RJ0144.The horizontal coordinates were scaled from a topographic map and have
 RJ0144.an estimated accuracy of +/- 6 seconds.
 RJ0144
 RJ0144.The orthometric height was determined by differential leveling
 RJ0144.and adjusted by the National Geodetic Survey in June 1991..
 RJ0144
 RJ0144.The geoid height was determined by GEOID03.
 RJ0144
 RJ0144.The dynamic height is computed by dividing the NAVD 88
 RJ0144.geopotential number by the normal gravity value computed on the
 RJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0144.degrees latitude (g = 980.6199 gals.).
 RJ0144
 RJ0144.The modeled gravity was interpolated from observed gravity values.
 RJ0144
 RJ0144;                    North         East    Units  Estimated Accuracy
 RJ0144;SPC MI N     -   192,200.    8,202,730.      MT  (+/- 180 meters Scaled)
 RJ0144
 RJ0144                          SUPERSEDED SURVEY CONTROL
 RJ0144
 RJ0144  NGVD 29 (??/??/92)  218.258  (m)          716.07   (f) ADJ UNCH    2 0
 RJ0144
 RJ0144.Superseded values are not recommended for survey control.
 RJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0144.See file dsdata.txt to determine how the superseded data were derived.
 RJ0144
 RJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS026510(NAD 83)
 RJ0144_MARKER: DB = BENCH MARK DISK
 RJ0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0144_SP_SET: PIER
 RJ0144_STAMPING: G 183 1966
 RJ0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0144
 RJ0144  HISTORY     - Date     Condition        Report By
 RJ0144  HISTORY     - 1966     MONUMENTED       CGS
 RJ0144
 RJ0144                          STATION DESCRIPTION
 RJ0144
 RJ0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RJ0144'AT SAULT STE MARIE.
 RJ0144'THE MARK IS LOCATED IN THE SOUTHEAST CORNER OF THE 6X6-FOOT
 RJ0144'CONCRETE PIER OF THE SAULT STE. MARIE MUNICIPAL AIRPORT
 RJ0144'CEILOMETER NEAR THE INTERSECTION OF 12TH AND DAVITT STREETS.
 RJ0144'IT IS 1.7 MILES SOUTH OF D 44, 0.2 MILE NORTH OF H 183, 54 FEET
 RJ0144'SOUTHWEST OF THE INTERSECTION, 29 FEET WEST OF THE CENTERLINE
 RJ0144'OF DAVITT STREET, AND ONE FOOT ABOVE THE GROUND.  IT IS A
 RJ0144'STANDARD DISK STAMPED G 183 1966 SET FLUSH IN THE CONCRETE
 RJ0144'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0482 ***********************************************************************
 NE0482  DESIGNATION -  G 185
 NE0482  PID         -  NE0482
 NE0482  STATE/COUNTY-  MI/WAYNE
 NE0482  USGS QUAD   -  FLAT ROCK NE (1980)
 NE0482
 NE0482                         *CURRENT SURVEY CONTROL
 NE0482  ___________________________________________________________________
 NE0482* NAD 83(1986)-  42 13 36.     (N)    083 21 00.     (W)     SCALED    
 NE0482* NAVD 88     -       194.352  (meters)     637.64   (feet)  ADJUSTED  
 NE0482  ___________________________________________________________________
 NE0482  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 NE0482  DYNAMIC HT  -         194.292 (meters)     637.44  (feet)  COMP
 NE0482  MODELED GRAV-     980,307.5   (mgal)                       NAVD 88
 NE0482
 NE0482  VERT ORDER  -  SECOND    CLASS 0
 NE0482
 NE0482.This mark is at Detroit Metro/wayne Airport (DTW)
 NE0482
 NE0482.The horizontal coordinates were scaled from a topographic map and have
 NE0482.an estimated accuracy of +/- 6 seconds.
 NE0482
 NE0482.The orthometric height was determined by differential leveling
 NE0482.and adjusted by the National Geodetic Survey in June 1991..
 NE0482
 NE0482.The geoid height was determined by GEOID03.
 NE0482
 NE0482.The dynamic height is computed by dividing the NAVD 88
 NE0482.geopotential number by the normal gravity value computed on the
 NE0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0482.degrees latitude (g = 980.6199 gals.).
 NE0482
 NE0482.The modeled gravity was interpolated from observed gravity values.
 NE0482
 NE0482;                    North         East    Units  Estimated Accuracy
 NE0482;SPC MI S     -    81,220.    4,083,930.      MT  (+/- 180 meters Scaled)
 NE0482
 NE0482                          SUPERSEDED SURVEY CONTROL
 NE0482
 NE0482  NGVD 29 (??/??/92)  194.494  (m)          638.10   (f) ADJ UNCH    2 0
 NE0482
 NE0482.Superseded values are not recommended for survey control.
 NE0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0482.See file dsdata.txt to determine how the superseded data were derived.
 NE0482
 NE0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG060776(NAD 83)
 NE0482_MARKER: DB = BENCH MARK DISK
 NE0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0482_SP_SET: BUILDING
 NE0482_STAMPING: G 185 1958
 NE0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0482
 NE0482  HISTORY     - Date     Condition        Report By
 NE0482  HISTORY     - 1958     MONUMENTED       CGS
 NE0482  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 NE0482
 NE0482                          STATION DESCRIPTION
 NE0482
 NE0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NE0482'1 MI E FROM ROMULUS.
 NE0482'LOCATED AT DETROIT METROPOLITAN WAYNE COUNTY AIRPORT, BETWEEN
 NE0482'THE TWO FORD MOTOR COMPANY HANGARS APPROXIMATELY 550 YARDS
 NE0482'NORTH OF THE NEW TERMINAL BUILDING AND CONTROL TOWER.  STATION
 NE0482'IS SET IN TOP OF ONE OF THREE, 3 FT. HIGH, CONCRETE FILLED
 NE0482'STEEL 6 IN. PIPES USED AS GUARD POSTS FOR A FIRE HYDRANT.  16
 NE0482'FT. FROM THE SOUTHEAST CORNER OF THE NORTHERLY OF THE TWO FORD
 NE0482'COMPANY HANGARS.  STATION IS MARKED WITH A STANDARD DISK STAMPED
 NE0482'G 185.
 NE0482
 NE0482                          STATION RECOVERY (1983)
 NE0482
 NE0482'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0116 ***********************************************************************
 NF0116  DESIGNATION -  G 19
 NF0116  PID         -  NF0116
 NF0116  STATE/COUNTY-  MI/INGHAM
 NF0116  USGS QUAD   -  LESLIE (1970)
 NF0116
 NF0116                         *CURRENT SURVEY CONTROL
 NF0116  ___________________________________________________________________
 NF0116* NAD 83(1986)-  42 27 05.     (N)    084 25 46.     (W)     SCALED    
 NF0116* NAVD 88     -       285.474  (meters)     936.59   (feet)  ADJUSTED  
 NF0116  ___________________________________________________________________
 NF0116  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF0116  DYNAMIC HT  -         285.381 (meters)     936.29  (feet)  COMP
 NF0116  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 NF0116
 NF0116  VERT ORDER  -  FIRST     CLASS II
 NF0116
 NF0116.The horizontal coordinates were scaled from a topographic map and have
 NF0116.an estimated accuracy of +/- 6 seconds.
 NF0116
 NF0116.The orthometric height was determined by differential leveling
 NF0116.and adjusted by the National Geodetic Survey in June 1991..
 NF0116
 NF0116.The geoid height was determined by GEOID03.
 NF0116
 NF0116.The dynamic height is computed by dividing the NAVD 88
 NF0116.geopotential number by the normal gravity value computed on the
 NF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0116.degrees latitude (g = 980.6199 gals.).
 NF0116
 NF0116.The modeled gravity was interpolated from observed gravity values.
 NF0116
 NF0116;                    North         East    Units  Estimated Accuracy
 NF0116;SPC MI S     -   105,680.    3,994,840.      MT  (+/- 180 meters Scaled)
 NF0116
 NF0116                          SUPERSEDED SURVEY CONTROL
 NF0116
 NF0116  NGVD 29 (??/??/92)  285.599  (m)          937.00   (f) ADJ UNCH    1 2
 NF0116
 NF0116.Superseded values are not recommended for survey control.
 NF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0116.See file dsdata.txt to determine how the superseded data were derived.
 NF0116
 NF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113030(NAD 83)
 NF0116_MARKER: Q = CHISELED SQUARE
 NF0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0116_SP_SET: DOORSILL
 NF0116_PROJECTION: FLUSH
 NF0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0116
 NF0116  HISTORY     - Date     Condition        Report By
 NF0116  HISTORY     - UNK      MONUMENTED       CGS
 NF0116  HISTORY     - 1934     GOOD             NGS
 NF0116  HISTORY     - 1977     GOOD             NGS
 NF0116  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0116  HISTORY     - 20050424 MARK NOT FOUND   USPSQD
 NF0116
 NF0116                          STATION DESCRIPTION
 NF0116
 NF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0116'AT LESLIE.
 NF0116'AT LESLIE, INGHAM COUNTY, AT THE EAST SIDE OF THE MICHIGAN
 NF0116'CENTRAL RAILROAD STATION, AND ON THE DOORSILL AT THE NORTH
 NF0116'ENTRANCE.  A CHISELED SQUARE, NEAR THE LETTERS U.S.
 NF0116
 NF0116                          STATION RECOVERY (1977)
 NF0116
 NF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0116'AT LESLIE, INGHAM COUNTY, AT THE EAST SIDE OF THE MICHIGAN CENTRAL
 NF0116'RAILROAD STATION AT LESLIE, AND ON THE NORTH DOORSILL AT THE NORTH
 NF0116'ENTRANCE. A CHISELED SQUARE, NEAR THE LETTERS US. THE MICHIGAN
 NF0116'CENTRAL RAILROAD STATION IS NOW AMERICAN LEGION POST 491.
 NF0116
 NF0116                          STATION RECOVERY (1992)
 NF0116
 NF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0116
 NF0116                          STATION RECOVERY (2005)
 NF0116
 NF0116'RECOVERY NOTE BY US POWER SQUADRON 2005 (AH)
 NF0116'THE MARK WAS COVERED BY AN ADDITION TO THE RAILROAD DEPOT TO WHICH IT
 NF0116'WAS ATTACHED. NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0659 ***********************************************************************
 NF0659  DESIGNATION -  G 190
 NF0659  PID         -  NF0659
 NF0659  STATE/COUNTY-  MI/KALAMAZOO
 NF0659  USGS QUAD   -  KALAMAZOO (1995)
 NF0659
 NF0659                         *CURRENT SURVEY CONTROL
 NF0659  ___________________________________________________________________
 NF0659* NAD 83(1986)-  42 16 12.     (N)    085 34 45.     (W)     SCALED    
 NF0659* NAVD 88     -       239.895  (meters)     787.06   (feet)  ADJUSTED  
 NF0659  ___________________________________________________________________
 NF0659  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF0659  DYNAMIC HT  -         239.821 (meters)     786.81  (feet)  COMP
 NF0659  MODELED GRAV-     980,305.2   (mgal)                       NAVD 88
 NF0659
 NF0659  VERT ORDER  -  SECOND    CLASS 0
 NF0659
 NF0659.The horizontal coordinates were scaled from a topographic map and have
 NF0659.an estimated accuracy of +/- 6 seconds.
 NF0659
 NF0659.The orthometric height was determined by differential leveling
 NF0659.and adjusted by the National Geodetic Survey in June 1991..
 NF0659
 NF0659.The geoid height was determined by GEOID03.
 NF0659
 NF0659.The dynamic height is computed by dividing the NAVD 88
 NF0659.geopotential number by the normal gravity value computed on the
 NF0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0659.degrees latitude (g = 980.6199 gals.).
 NF0659
 NF0659.The modeled gravity was interpolated from observed gravity values.
 NF0659
 NF0659;                    North         East    Units  Estimated Accuracy
 NF0659;SPC MI S     -    86,250.    3,899,980.      MT  (+/- 180 meters Scaled)
 NF0659
 NF0659                          SUPERSEDED SURVEY CONTROL
 NF0659
 NF0659  NGVD 29 (??/??/92)  240.029  (m)          787.50   (f) ADJ UNCH    2 0
 NF0659
 NF0659.Superseded values are not recommended for survey control.
 NF0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0659.See file dsdata.txt to determine how the superseded data were derived.
 NF0659
 NF0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM171807(NAD 83)
 NF0659_MARKER: DB = BENCH MARK DISK
 NF0659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0659_SP_SET: SWITCH STAND
 NF0659_STAMPING: G 190 1957
 NF0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0659
 NF0659  HISTORY     - Date     Condition        Report By
 NF0659  HISTORY     - 1957     MONUMENTED       CGS
 NF0659  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0659  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0659  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 NF0659  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 NF0659
 NF0659                          STATION DESCRIPTION
 NF0659
 NF0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0659'1.9 MI S FROM KALAMAZOO.
 NF0659'1.9 MILES SOUTH ALONG THE NEW YORK CENTRAL R.R. FROM THE STATION
 NF0659'IN KALAMAZOO.  82 FT. SE OF THE INTERSECTION OF THE RAILROAD
 NF0659'AND ALCOTT STREET, 59.5 FT. EAST OF THE CL OF THE MAIN TRACK
 NF0659'OF THE N.Y.C. RR., 29.5 FT. WEST OF THE NW CORNER OF THE BRYANT
 NF0659'PULP MILL, MILL A, 2.4 FT. SOUTH OF RR SWITCH STAND, 8 FT. WEST
 NF0659'OF WEST RAIL OF A SPUR TRACK.  A STANDARD DISK, STAMPED G 190
 NF0659'1957, SET IN A DRILL HOLE IN THE CONCRETE SWITCH STAND.
 NF0659
 NF0659                          STATION RECOVERY (1984)
 NF0659
 NF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0659'THE SWITCH STAND HAS BEEN REMOVED.
 NF0659
 NF0659                          STATION RECOVERY (1993)
 NF0659
 NF0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0659'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0659
 NF0659                          STATION RECOVERY (1997)
 NF0659
 NF0659'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0659'MARK NOT FOUND.
 NF0659
 NF0659                          STATION RECOVERY (2002)
 NF0659
 NF0659'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0659'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0079 ***********************************************************************
 RK0079  DESIGNATION -  G 193
 RK0079  PID         -  RK0079
 RK0079  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0079  USGS QUAD   -  
 RK0079
 RK0079                         *CURRENT SURVEY CONTROL
 RK0079  ___________________________________________________________________
 RK0079* NAD 83(1986)-  46 23 15.     (N)    086 18 42.     (W)     SCALED    
 RK0079* NAVD 88     -       254.802  (meters)     835.96   (feet)  ADJUSTED  
 RK0079  ___________________________________________________________________
 RK0079  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 RK0079  DYNAMIC HT  -         254.820 (meters)     836.02  (feet)  COMP
 RK0079  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 RK0079
 RK0079  VERT ORDER  -  SECOND    CLASS 0
 RK0079
 RK0079.The horizontal coordinates were scaled from a topographic map and have
 RK0079.an estimated accuracy of +/- 6 seconds.
 RK0079
 RK0079.The orthometric height was determined by differential leveling
 RK0079.and adjusted by the National Geodetic Survey in June 1991..
 RK0079
 RK0079.The geoid height was determined by GEOID03.
 RK0079
 RK0079.The dynamic height is computed by dividing the NAVD 88
 RK0079.geopotential number by the normal gravity value computed on the
 RK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0079.degrees latitude (g = 980.6199 gals.).
 RK0079
 RK0079.The modeled gravity was interpolated from observed gravity values.
 RK0079
 RK0079;                    North         East    Units  Estimated Accuracy
 RK0079;SPC MI N     -   178,520.    8,052,940.      MT  (+/- 180 meters Scaled)
 RK0079
 RK0079                          SUPERSEDED SURVEY CONTROL
 RK0079
 RK0079  NGVD 29 (??/??/92)  254.764  (m)          835.84   (f) ADJ UNCH    2 0
 RK0079
 RK0079.Superseded values are not recommended for survey control.
 RK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0079.See file dsdata.txt to determine how the superseded data were derived.
 RK0079
 RK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES529373(NAD 83)
 RK0079_MARKER: DB = BENCH MARK DISK
 RK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0079_STAMPING: G 193 1964
 RK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0079+STABILITY: SURFACE MOTION
 RK0079
 RK0079  HISTORY     - Date     Condition        Report By
 RK0079  HISTORY     - 1964     MONUMENTED       CGS
 RK0079
 RK0079                          STATION DESCRIPTION
 RK0079
 RK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0079'3.6 MI N FROM CREIGHTON.
 RK0079'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0079'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 3.5
 RK0079'MILES NORTH ALONG A SAND ROAD, IN S 16, T 46 N, R 16 W, AT
 RK0079'THE JUNCTION OF AN ABANDONED TRAIL ROAD LEADING WEST, 26 FEET
 RK0079'SOUTHWEST OF THE CENTER LINE OF THE SAND ROAD, 9 FEET WEST
 RK0079'OF A 24-INCH BEECH TREE, 1.4 FEET NORTH OF A METAL WITNESS
 RK0079'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RK0079'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0485 ***********************************************************************
 RJ0485  DESIGNATION -  G 194
 RJ0485  PID         -  RJ0485
 RJ0485  STATE/COUNTY-  MI/LUCE
 RJ0485  USGS QUAD   -  NEWBERRY (1973)
 RJ0485
 RJ0485                         *CURRENT SURVEY CONTROL
 RJ0485  ___________________________________________________________________
 RJ0485* NAD 83(1986)-  46 22 14.     (N)    085 30 35.     (W)     SCALED    
 RJ0485* NAVD 88     -       217.204  (meters)     712.61   (feet)  ADJUSTED  
 RJ0485  ___________________________________________________________________
 RJ0485  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 RJ0485  DYNAMIC HT  -         217.217 (meters)     712.65  (feet)  COMP
 RJ0485  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0485
 RJ0485  VERT ORDER  -  SECOND    CLASS 0
 RJ0485
 RJ0485.The horizontal coordinates were scaled from a topographic map and have
 RJ0485.an estimated accuracy of +/- 6 seconds.
 RJ0485
 RJ0485.The orthometric height was determined by differential leveling
 RJ0485.and adjusted by the National Geodetic Survey in June 1991..
 RJ0485
 RJ0485.The geoid height was determined by GEOID03.
 RJ0485
 RJ0485.The dynamic height is computed by dividing the NAVD 88
 RJ0485.geopotential number by the normal gravity value computed on the
 RJ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0485.degrees latitude (g = 980.6199 gals.).
 RJ0485
 RJ0485.The modeled gravity was interpolated from observed gravity values.
 RJ0485
 RJ0485;                    North         East    Units  Estimated Accuracy
 RJ0485;SPC MI N     -   177,490.    8,114,650.      MT  (+/- 180 meters Scaled)
 RJ0485
 RJ0485                          SUPERSEDED SURVEY CONTROL
 RJ0485
 RJ0485  NGVD 29 (??/??/92)  217.169  (m)          712.50   (f) ADJ UNCH    2 0
 RJ0485
 RJ0485.Superseded values are not recommended for survey control.
 RJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0485.See file dsdata.txt to determine how the superseded data were derived.
 RJ0485
 RJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS146362(NAD 83)
 RJ0485_MARKER: DB = BENCH MARK DISK
 RJ0485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0485_SP_SET: PIER
 RJ0485_STAMPING: G 194 1964
 RJ0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0485+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 RJ0485
 RJ0485  HISTORY     - Date     Condition        Report By
 RJ0485  HISTORY     - 1964     MONUMENTED       CGS
 RJ0485  HISTORY     - 20050902 GOOD             USPSQD
 RJ0485
 RJ0485                          STATION DESCRIPTION
 RJ0485
 RJ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0485'1 MI N FROM NEWBERRY.
 RJ0485'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0485'RAILROAD STATION AT NEWBERRY, IN S 24, T 46 N, R 10 W, 19 FEET
 RJ0485'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 RJ0485'EAST END OF THE SOUTH CONCRETE PIER UNDER A 155-FOOT CONCRETE
 RJ0485'AND STEEL BRIDGE OVER THE TAHQUAMENON RIVER, 4 FEET SOUTH OF THE
 RJ0485'NORTH EDGE OF THE PIER, 1.6 FEET WEST OF THE EAST END OF THE
 RJ0485'PIER, AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0485
 RJ0485                          STATION RECOVERY (2005)
 RJ0485
 RJ0485'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 RJ0485'BRIDGE HAS APPARENTLY BEEN REBUILT - MARKER FOUND WAS STAMPED RESET
 RJ0485'1978.  IT IS ON THE NEW CONCRETE SUPPORT, APPROXIMATELY FIVE INCHES
 RJ0485'WEST OF MOUNTING BOLT AND IN THE CENTER OF THE SUPPORT IN THE
 RJ0485'NORTH-SOUTH DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0703 ***********************************************************************
 RJ0703  DESIGNATION -  G 194 RESET 1978
 RJ0703  PID         -  RJ0703
 RJ0703  STATE/COUNTY-  MI/LUCE
 RJ0703  USGS QUAD   -  NEWBERRY (1973)
 RJ0703
 RJ0703                         *CURRENT SURVEY CONTROL
 RJ0703  ___________________________________________________________________
 RJ0703* NAD 83(1986)-  46 22 14.     (N)    085 30 35.     (W)     SCALED    
 RJ0703* NAVD 88     -       218.16   (+/-2cm)     715.7    (feet)  VERTCON   
 RJ0703  ___________________________________________________________________
 RJ0703  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 RJ0703
 RJ0703  VERT ORDER  -  THIRD (See Below)
 RJ0703
 RJ0703.The horizontal coordinates were scaled from a topographic map and have
 RJ0703.an estimated accuracy of +/- 6 seconds.
 RJ0703
 RJ0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0703.The vertical order pertains to the NGVD 29 superseded value.
 RJ0703
 RJ0703.The geoid height was determined by GEOID03.
 RJ0703
 RJ0703;                    North         East    Units  Estimated Accuracy
 RJ0703;SPC MI N     -   177,490.    8,114,650.      MT  (+/- 180 meters Scaled)
 RJ0703
 RJ0703                          SUPERSEDED SURVEY CONTROL
 RJ0703
 RJ0703  NGVD 29 (03/27/06)  218.13   (m)          715.6    (f) RESET       3  
 RJ0703
 RJ0703.Superseded values are not recommended for survey control.
 RJ0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0703.See file dsdata.txt to determine how the superseded data were derived.
 RJ0703
 RJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS146362(NAD 83)
 RJ0703_MARKER: DB = BENCH MARK DISK
 RJ0703_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RJ0703_SP_SET: BRIDGE PIER
 RJ0703_STAMPING: G 194 RESET 1978
 RJ0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0703+STABILITY: SURFACE MOTION
 RJ0703
 RJ0703  HISTORY     - Date     Condition        Report By
 RJ0703  HISTORY     - 1964     MONUMENTED       CGS
 RJ0703  HISTORY     - 20040920 GOOD             USPSQD
 RJ0703
 RJ0703                          STATION DESCRIPTION
 RJ0703
 RJ0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0703'1.0 MI NORTH FROM NEWBERRY.
 RJ0703'1.0 MILE NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE RAILROAD
 RJ0703'STATION IN NEWBERRY, 26 FEET EAST OF THE CENTERLINE OF THE HIGHWAY
 RJ0703'IN THE TOP OF THE EAST END OF THE SOUTH PIER OF THE NEWLY CONSTRUCTED
 RJ0703'(1978) CONCRETE AND STEEL BRIDGE OVER THE TAHQUAMENON RIVER AND 31
 RJ0703'FEET NORTH OF THE SOUTH END OF THE BRIDGE.
 RJ0703
 RJ0703                          STATION RECOVERY (2004)
 RJ0703
 RJ0703'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0015 ***********************************************************************
 RK0015  DESIGNATION -  G 195
 RK0015  PID         -  RK0015
 RK0015  STATE/COUNTY-  MI/ALGER
 RK0015  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0015
 RK0015                         *CURRENT SURVEY CONTROL
 RK0015  ___________________________________________________________________
 RK0015* NAD 83(1986)-  46 36 27.     (N)    086 11 45.     (W)     SCALED    
 RK0015* NAVD 88     -       260.040  (meters)     853.15   (feet)  ADJUSTED  
 RK0015  ___________________________________________________________________
 RK0015  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 RK0015  DYNAMIC HT  -         260.060 (meters)     853.21  (feet)  COMP
 RK0015  MODELED GRAV-     980,682.2   (mgal)                       NAVD 88
 RK0015
 RK0015  VERT ORDER  -  SECOND    CLASS 0
 RK0015
 RK0015.The horizontal coordinates were scaled from a topographic map and have
 RK0015.an estimated accuracy of +/- 6 seconds.
 RK0015
 RK0015.The orthometric height was determined by differential leveling
 RK0015.and adjusted by the National Geodetic Survey in June 1991..
 RK0015
 RK0015.The geoid height was determined by GEOID03.
 RK0015
 RK0015.The dynamic height is computed by dividing the NAVD 88
 RK0015.geopotential number by the normal gravity value computed on the
 RK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0015.degrees latitude (g = 980.6199 gals.).
 RK0015
 RK0015.The modeled gravity was interpolated from observed gravity values.
 RK0015
 RK0015;                    North         East    Units  Estimated Accuracy
 RK0015;SPC MI N     -   203,060.    8,061,600.      MT  (+/- 180 meters Scaled)
 RK0015
 RK0015                          SUPERSEDED SURVEY CONTROL
 RK0015
 RK0015  NGVD 29 (??/??/92)  260.000  (m)          853.02   (f) ADJ UNCH    2 0
 RK0015
 RK0015.Superseded values are not recommended for survey control.
 RK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0015.See file dsdata.txt to determine how the superseded data were derived.
 RK0015
 RK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES615618(NAD 83)
 RK0015_MARKER: DB = BENCH MARK DISK
 RK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0015_STAMPING: G 195 1964
 RK0015_MARK LOGO: CGS   
 RK0015_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0015+STABILITY: SURFACE MOTION
 RK0015
 RK0015  HISTORY     - Date     Condition        Report By
 RK0015  HISTORY     - 1964     MONUMENTED       CGS
 RK0015  HISTORY     - 19940507 GOOD             LOCENG
 RK0015
 RK0015                          STATION DESCRIPTION
 RK0015
 RK0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0015'14.1 MI SW FROM GRAND MARAIS.
 RK0015'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0015'CHURCH AT GRAND MARAIS, THENCE 5.6 MILES WEST ALONG COUNTY ROADS
 RK0015'708 AND 700, THENCE 7.6 MILES SOUTHWEST ALONG COUNTY ROAD 714,
 RK0015'IN S 28, T 49 N R 15 W, ABOUT 1.0 MILE NORTHEAST OF THE
 RK0015'Y-JUNCTION OF COUNTY ROAD 700, AT THE NORTHEAST CORNER OF A CLEARIING
 RK0015'AMONG A FEW SCATTERED WHITE BIRCH TREES 21 FEET SOUTH OF THE
 RK0015'CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF A 24-INCH
 RK0015'TWIN-FORKED BIRCH TREE, 1.4 FEET NORTH OF A METAL WITNESS POST,
 RK0015'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RK0015'PROJECTING 5 INCHES.
 RK0015
 RK0015                          STATION RECOVERY (1994)
 RK0015
 RK0015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0015'RECOVERED IN GOOD CONDITION.  NOTE--INSTALLED A CARSONITE SURVEY
 RK0015'MARKER POST BY MONUMENT. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0033 ***********************************************************************
 RK0033  DESIGNATION -  G 196
 RK0033  PID         -  RK0033
 RK0033  STATE/COUNTY-  MI/ALGER
 RK0033  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0033
 RK0033                         *CURRENT SURVEY CONTROL
 RK0033  ___________________________________________________________________
 RK0033* NAD 83(1986)-  46 34 48.     (N)    086 00 37.     (W)     SCALED    
 RK0033* NAVD 88     -       282.565  (meters)     927.05   (feet)  ADJUSTED  
 RK0033  ___________________________________________________________________
 RK0033  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 RK0033  DYNAMIC HT  -         282.584 (meters)     927.11  (feet)  COMP
 RK0033  MODELED GRAV-     980,671.5   (mgal)                       NAVD 88
 RK0033
 RK0033  VERT ORDER  -  SECOND    CLASS 0
 RK0033
 RK0033.The horizontal coordinates were scaled from a topographic map and have
 RK0033.an estimated accuracy of +/- 6 seconds.
 RK0033
 RK0033.The orthometric height was determined by differential leveling
 RK0033.and adjusted by the National Geodetic Survey in June 1991..
 RK0033
 RK0033.The geoid height was determined by GEOID03.
 RK0033
 RK0033.The dynamic height is computed by dividing the NAVD 88
 RK0033.geopotential number by the normal gravity value computed on the
 RK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0033.degrees latitude (g = 980.6199 gals.).
 RK0033
 RK0033.The modeled gravity was interpolated from observed gravity values.
 RK0033
 RK0033;                    North         East    Units  Estimated Accuracy
 RK0033;SPC MI N     -   200,160.    8,075,850.      MT  (+/- 180 meters Scaled)
 RK0033
 RK0033                          SUPERSEDED SURVEY CONTROL
 RK0033
 RK0033  NGVD 29 (??/??/92)  282.522  (m)          926.91   (f) ADJ UNCH    2 0
 RK0033
 RK0033.Superseded values are not recommended for survey control.
 RK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0033.See file dsdata.txt to determine how the superseded data were derived.
 RK0033
 RK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES758589(NAD 83)
 RK0033_MARKER: DB = BENCH MARK DISK
 RK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0033_STAMPING: G 196 1964
 RK0033_MARK LOGO: CGS   
 RK0033_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0033+STABILITY: SURFACE MOTION
 RK0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0033+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0033
 RK0033  HISTORY     - Date     Condition        Report By
 RK0033  HISTORY     - 1964     MONUMENTED       CGS
 RK0033  HISTORY     - 19940507 GOOD             LOCENG
 RK0033  HISTORY     - 19940801 GOOD             USPSQD
 RK0033  HISTORY     - 19990907 GOOD             USPSQD
 RK0033  HISTORY     - 20060911 GOOD             USPSQD
 RK0033
 RK0033                          STATION DESCRIPTION
 RK0033
 RK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0033'6.6 MI S FROM GRAND MARAIS.
 RK0033'ABOUT 6.6 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0033'METHODIST CHURCH AT GRAND MARAIS, IN S 1, T 48 N, R 14 W, ABOUT
 RK0033'0.7 MILE SOUTH OF A 30-FOOT CONCRETE BRIDGE OVER THE WEST
 RK0033'BRANCH OF THE SUCKER RIVER, 87 FEET NORTHEAST OF THE CENTER OF
 RK0033'THE JUNCTION OF A GRAVELED ROAD LEADING EAST, 82 FEET EAST OF
 RK0033'THE CENTER LINE OF THE HIGHWAY, 27 FEET NORTH OF THE CENTER LINE
 RK0033'OF THE ROAD, 1.7 FEET NORHWEST OF A METAL WITNESS POST, ABOUT
 RK0033'LEVEL WITH THE ROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE
 RK0033'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RK0033'INCHES.
 RK0033
 RK0033                          STATION RECOVERY (1994)
 RK0033
 RK0033'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0033'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0033
 RK0033                          STATION RECOVERY (1994)
 RK0033
 RK0033'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0033'RECOVERED IN GOOD CONDITION.
 RK0033
 RK0033                          STATION RECOVERY (1999)
 RK0033
 RK0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0033'RECOVERED IN GOOD CONDITION.
 RK0033
 RK0033                          STATION RECOVERY (2006)
 RK0033
 RK0033'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0558 ***********************************************************************
 RJ0558  DESIGNATION -  G 197
 RJ0558  PID         -  RJ0558
 RJ0558  STATE/COUNTY-  MI/ALGER
 RJ0558  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0558
 RJ0558                         *CURRENT SURVEY CONTROL
 RJ0558  ___________________________________________________________________
 RJ0558* NAD 83(1986)-  46 39 47.     (N)    085 54 38.     (W)     SCALED    
 RJ0558* NAVD 88     -       193.752  (meters)     635.67   (feet)  ADJUSTED  
 RJ0558  ___________________________________________________________________
 RJ0558  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 RJ0558  DYNAMIC HT  -         193.768 (meters)     635.72  (feet)  COMP
 RJ0558  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 RJ0558
 RJ0558  VERT ORDER  -  SECOND    CLASS 0
 RJ0558
 RJ0558.The horizontal coordinates were scaled from a topographic map and have
 RJ0558.an estimated accuracy of +/- 6 seconds.
 RJ0558
 RJ0558.The orthometric height was determined by differential leveling
 RJ0558.and adjusted by the National Geodetic Survey in June 1991..
 RJ0558
 RJ0558.The geoid height was determined by GEOID03.
 RJ0558
 RJ0558.The dynamic height is computed by dividing the NAVD 88
 RJ0558.geopotential number by the normal gravity value computed on the
 RJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0558.degrees latitude (g = 980.6199 gals.).
 RJ0558
 RJ0558.The modeled gravity was interpolated from observed gravity values.
 RJ0558
 RJ0558;                    North         East    Units  Estimated Accuracy
 RJ0558;SPC MI N     -   209,500.    8,083,370.      MT  (+/- 180 meters Scaled)
 RJ0558
 RJ0558                          SUPERSEDED SURVEY CONTROL
 RJ0558
 RJ0558  NGVD 29 (??/??/92)  193.714  (m)          635.54   (f) ADJ UNCH    2 0
 RJ0558
 RJ0558.Superseded values are not recommended for survey control.
 RJ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0558.See file dsdata.txt to determine how the superseded data were derived.
 RJ0558
 RJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES833682(NAD 83)
 RJ0558_MARKER: DB = BENCH MARK DISK
 RJ0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0558_STAMPING: G 197 1964
 RJ0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0558+STABILITY: SURFACE MOTION
 RJ0558
 RJ0558  HISTORY     - Date     Condition        Report By
 RJ0558  HISTORY     - 1964     MONUMENTED       CGS
 RJ0558  HISTORY     - 1974     GOOD             LOCENG
 RJ0558
 RJ0558                          STATION DESCRIPTION
 RJ0558
 RJ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0558'3.5 MI E FROM GRAND MARAIS.
 RJ0558'ABOUT 3.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0558'AT GRAND MARAIS, IN S 10, T 49 N, R 13 W, ABOUT 120 YARDS WEST
 RJ0558'OF A 6-FOOT PIPE CULVERT IN GRAND MARAIS CREEK, AT A SLIGHTLY
 RJ0558'JOGGED ROAD INTERSECTION OF THE ROAD AND A NARROW SAND ROAD,
 RJ0558'52 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF
 RJ0558'THE CENTER LINE OF THE SAND ROAD, 1.8 FEET SOUTH OF A METAL
 RJ0558'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND
 RJ0558'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0558
 RJ0558                          STATION RECOVERY (1974)
 RJ0558
 RJ0558'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 RJ0558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0325 ***********************************************************************
 RJ0325  DESIGNATION -  G 198
 RJ0325  PID         -  RJ0325
 RJ0325  STATE/COUNTY-  MI/LUCE
 RJ0325  USGS QUAD   -  BETSY LAKE NW (1968)
 RJ0325
 RJ0325                         *CURRENT SURVEY CONTROL
 RJ0325  ___________________________________________________________________
 RJ0325* NAD 83(1986)-  46 38 34.     (N)    085 29 21.     (W)     SCALED    
 RJ0325* NAVD 88     -       218.587  (meters)     717.15   (feet)  ADJUSTED  
 RJ0325  ___________________________________________________________________
 RJ0325  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 RJ0325  DYNAMIC HT  -         218.604 (meters)     717.20  (feet)  COMP
 RJ0325  MODELED GRAV-     980,688.9   (mgal)                       NAVD 88
 RJ0325
 RJ0325  VERT ORDER  -  SECOND    CLASS 0
 RJ0325
 RJ0325.The horizontal coordinates were scaled from a topographic map and have
 RJ0325.an estimated accuracy of +/- 6 seconds.
 RJ0325
 RJ0325.The orthometric height was determined by differential leveling
 RJ0325.and adjusted by the National Geodetic Survey in June 1991..
 RJ0325
 RJ0325.The geoid height was determined by GEOID03.
 RJ0325
 RJ0325.The dynamic height is computed by dividing the NAVD 88
 RJ0325.geopotential number by the normal gravity value computed on the
 RJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0325.degrees latitude (g = 980.6199 gals.).
 RJ0325
 RJ0325.The modeled gravity was interpolated from observed gravity values.
 RJ0325
 RJ0325;                    North         East    Units  Estimated Accuracy
 RJ0325;SPC MI N     -   207,770.    8,115,660.      MT  (+/- 180 meters Scaled)
 RJ0325
 RJ0325                          SUPERSEDED SURVEY CONTROL
 RJ0325
 RJ0325  NGVD 29 (??/??/92)  218.547  (m)          717.02   (f) ADJ UNCH    2 0
 RJ0325
 RJ0325.Superseded values are not recommended for survey control.
 RJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0325.See file dsdata.txt to determine how the superseded data were derived.
 RJ0325
 RJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS156665(NAD 83)
 RJ0325_MARKER: DB = BENCH MARK DISK
 RJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0325_STAMPING: G 198 1964
 RJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0325+STABILITY: SURFACE MOTION
 RJ0325
 RJ0325  HISTORY     - Date     Condition        Report By
 RJ0325  HISTORY     - 1964     MONUMENTED       CGS
 RJ0325
 RJ0325                          STATION DESCRIPTION
 RJ0325
 RJ0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0325'10.9 MI SE FROM DEER PARK.
 RJ0325'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0325'LODGE AT DEER PARK, THENCE 8.1 MILES EAST ALONG COUNTY ROAD 410,
 RJ0325'IN S 13, T 49 N, R 10 W, ABOUT 0.5 MILE WEST ALONG COUNTY ROAD
 RJ0325'412 FROM A 50-FOOT WOODEN BRIDGE OVER THE EAST BRANCH OF THE
 RJ0325'TWO HEARTED RIVER, 139 FEET WEST OF THE CENTER OF THE JUNCTION
 RJ0325'OF COUNTY ROADS 410 AND 412, 48 FEET SOUTH OF THE CENTER LINE
 RJ0325'OF THE ROAD, 41 FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD
 RJ0325'412, 9 1/2 FEET WEST OF A LONE 4-INCH HEMLOCK TREE, 1.4 FEET EAST
 RJ0325'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND SET IN
 RJ0325'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0671 ***********************************************************************
 NE0671  DESIGNATION -  G 20
 NE0671  PID         -  NE0671
 NE0671  STATE/COUNTY-  MI/WASHTENAW
 NE0671  USGS QUAD   -  DEXTER (1983)
 NE0671
 NE0671                         *CURRENT SURVEY CONTROL
 NE0671  ___________________________________________________________________
 NE0671* NAD 83(1986)-  42 19 30.     (N)    083 58 00.     (W)     SCALED    
 NE0671* NAVD 88     -       276.705  (meters)     907.82   (feet)  ADJUSTED  
 NE0671  ___________________________________________________________________
 NE0671  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NE0671  DYNAMIC HT  -         276.621 (meters)     907.55  (feet)  COMP
 NE0671  MODELED GRAV-     980,312.1   (mgal)                       NAVD 88
 NE0671
 NE0671  VERT ORDER  -  FIRST     CLASS II
 NE0671
 NE0671.The horizontal coordinates were scaled from a topographic map and have
 NE0671.an estimated accuracy of +/- 6 seconds.
 NE0671
 NE0671.The orthometric height was determined by differential leveling
 NE0671.and adjusted by the National Geodetic Survey in June 1991..
 NE0671
 NE0671.The geoid height was determined by GEOID03.
 NE0671
 NE0671.The dynamic height is computed by dividing the NAVD 88
 NE0671.geopotential number by the normal gravity value computed on the
 NE0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0671.degrees latitude (g = 980.6199 gals.).
 NE0671
 NE0671.The modeled gravity was interpolated from observed gravity values.
 NE0671
 NE0671;                    North         East    Units  Estimated Accuracy
 NE0671;SPC MI S     -    91,720.    4,032,970.      MT  (+/- 180 meters Scaled)
 NE0671
 NE0671                          SUPERSEDED SURVEY CONTROL
 NE0671
 NE0671  NGVD 29 (??/??/92)  276.830  (m)          908.23   (f) ADJ UNCH    1 2
 NE0671
 NE0671.Superseded values are not recommended for survey control.
 NE0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0671.See file dsdata.txt to determine how the superseded data were derived.
 NE0671
 NE0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG555901(NAD 83)
 NE0671_MARKER: DB = BENCH MARK DISK
 NE0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0671_STAMPING: ELEV 908.233 FT G 20 1916
 NE0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0671+STABILITY: SURFACE MOTION
 NE0671
 NE0671  HISTORY     - Date     Condition        Report By
 NE0671  HISTORY     - 1916     MONUMENTED       CGS
 NE0671  HISTORY     - 1934     POOR             NGS
 NE0671  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0671  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0671
 NE0671                          STATION DESCRIPTION
 NE0671
 NE0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0671'2.2 MI E FROM CHELSEA.
 NE0671'2.2 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NE0671'STATION AT CHELSEA, WASHTENAW COUNTY, AT A ROAD CROSSING, AT
 NE0671'THE ENTRANCE TO THE MICHIGAN PORTLAND CEMENT COMPANY GROUNDS,
 NE0671'AND AT THE NORTHEAST FENCE CORNER.  A STANDARD DISK, STAMPED
 NE0671'ELEV 808.233 FT G 20 1916 AND SET IN THE TOP OF A CONCRETE
 NE0671'POST PROJECTING 1 FOOT ABOVE GROUND.
 NE0671
 NE0671                          STATION RECOVERY (1985)
 NE0671
 NE0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0671'THERE HAS BEEN GRADING AT THIS LOCATION.
 NE0671
 NE0671                          STATION RECOVERY (1998)
 NE0671
 NE0671'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0283 ***********************************************************************
 QK0283  DESIGNATION -  G 200
 QK0283  PID         -  QK0283
 QK0283  STATE/COUNTY-  MI/MACKINAC
 QK0283  USGS QUAD   -  MORAN (1976)
 QK0283
 QK0283                         *CURRENT SURVEY CONTROL
 QK0283  ___________________________________________________________________
 QK0283* NAD 83(1986)-  45 54 08.     (N)    084 50 51.     (W)     SCALED    
 QK0283* NAVD 88     -       181.969  (meters)     597.01   (feet)  ADJUSTED  
 QK0283  ___________________________________________________________________
 QK0283  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QK0283  DYNAMIC HT  -         181.978 (meters)     597.04  (feet)  COMP
 QK0283  MODELED GRAV-     980,660.0   (mgal)                       NAVD 88
 QK0283
 QK0283  VERT ORDER  -  FIRST     CLASS 0
 QK0283
 QK0283.The horizontal coordinates were scaled from a topographic map and have
 QK0283.an estimated accuracy of +/- 6 seconds.
 QK0283
 QK0283.The orthometric height was determined by differential leveling
 QK0283.and adjusted by the National Geodetic Survey in June 1991..
 QK0283
 QK0283.The geoid height was determined by GEOID03.
 QK0283
 QK0283.The dynamic height is computed by dividing the NAVD 88
 QK0283.geopotential number by the normal gravity value computed on the
 QK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0283.degrees latitude (g = 980.6199 gals.).
 QK0283
 QK0283.The modeled gravity was interpolated from observed gravity values.
 QK0283
 QK0283;                    North         East    Units  Estimated Accuracy
 QK0283;SPC MI N     -   126,630.    8,167,000.      MT  (+/- 180 meters Scaled)
 QK0283
 QK0283                          SUPERSEDED SURVEY CONTROL
 QK0283
 QK0283  NGVD 29 (??/??/92)  182.014  (m)          597.16   (f) ADJ UNCH    1 0
 QK0283
 QK0283.Superseded values are not recommended for survey control.
 QK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0283.See file dsdata.txt to determine how the superseded data were derived.
 QK0283
 QK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR669854(NAD 83)
 QK0283_MARKER: DB = BENCH MARK DISK
 QK0283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0283_SP_SET: 4.8 FEET
 QK0283_STAMPING: G 200 1972
 QK0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0283+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0283
 QK0283  HISTORY     - Date     Condition        Report By
 QK0283  HISTORY     - 1972     MONUMENTED       NGS
 QK0283  HISTORY     - 19950703 GOOD             USPSQD
 QK0283  HISTORY     - 20010331 GOOD             NGS
 QK0283  HISTORY     - 20030606 GOOD             USPSQD
 QK0283  HISTORY     - 20060830 GOOD             USPSQD
 QK0283
 QK0283                          STATION DESCRIPTION
 QK0283
 QK0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0283'7.8 MI NW FROM ST IGNACE.
 QK0283'ABOUT 7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0283'OVER I 75 AT ST IGNACE, ABOUT 1.05 MILES NORTHWEST OF THE
 QK0283'INTERSECTION OF CHEESEMAN ROAD, ABOUT 0.1 MILE EAST OF THE
 QK0283'JUNCTION OF A DRIVEWAY LEADING TO THE BAVARIAN INN, 63 FEET
 QK0283'NORTH OF THE CENTER LINE OF THE HIGHWAY, 73 FEET NORTHWEST OF THE
 QK0283'CENTER OF THE JUNCTION OF THE WEST ONE OF TWO DRIVEWAYS TO
 QK0283'CABINS, 50 1/2 FEET NORTHWEST OF AN 18 INCH MAPLE TREE, 0.5 FOOT
 QK0283'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 QK0283'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QK0283'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 4 INCH METAL PIPE
 QK0283'THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QK0283'WAS DRIVEN TO REFUSAL AT A DEPTH OF 4.8 FEET.  IN SECTION 31,
 QK0283'R 4 W, T 41 N.
 QK0283
 QK0283                          STATION RECOVERY (1995)
 QK0283
 QK0283'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0283'RECOVERED IN GOOD CONDITION.
 QK0283
 QK0283                          STATION RECOVERY (2001)
 QK0283
 QK0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0283'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0283
 QK0283                          STATION RECOVERY (2003)
 QK0283
 QK0283'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0283'RECOVERED IN GOOD CONDITION.
 QK0283
 QK0283                          STATION RECOVERY (2006)
 QK0283
 QK0283'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0397 ***********************************************************************
 RJ0397  DESIGNATION -  G 201
 RJ0397  PID         -  RJ0397
 RJ0397  STATE/COUNTY-  MI/MACKINAC
 RJ0397  USGS QUAD   -  EPOUFETTE (1975)
 RJ0397
 RJ0397                         *CURRENT SURVEY CONTROL
 RJ0397  ___________________________________________________________________
 RJ0397* NAD 83(1986)-  46 04 08.     (N)    085 13 07.     (W)     SCALED    
 RJ0397* NAVD 88     -       182.792  (meters)     599.71   (feet)  ADJUSTED  
 RJ0397  ___________________________________________________________________
 RJ0397  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0397  DYNAMIC HT  -         182.804 (meters)     599.75  (feet)  COMP
 RJ0397  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 RJ0397
 RJ0397  VERT ORDER  -  FIRST     CLASS 0
 RJ0397
 RJ0397.The horizontal coordinates were scaled from a topographic map and have
 RJ0397.an estimated accuracy of +/- 6 seconds.
 RJ0397
 RJ0397.The orthometric height was determined by differential leveling
 RJ0397.and adjusted by the National Geodetic Survey in June 1991..
 RJ0397
 RJ0397.The geoid height was determined by GEOID03.
 RJ0397
 RJ0397.The dynamic height is computed by dividing the NAVD 88
 RJ0397.geopotential number by the normal gravity value computed on the
 RJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0397.degrees latitude (g = 980.6199 gals.).
 RJ0397
 RJ0397.The modeled gravity was interpolated from observed gravity values.
 RJ0397
 RJ0397;                    North         East    Units  Estimated Accuracy
 RJ0397;SPC MI N     -   144,430.    8,137,800.      MT  (+/- 180 meters Scaled)
 RJ0397
 RJ0397                          SUPERSEDED SURVEY CONTROL
 RJ0397
 RJ0397  NGVD 29 (??/??/92)  182.833  (m)          599.84   (f) ADJ UNCH    1 0
 RJ0397
 RJ0397.Superseded values are not recommended for survey control.
 RJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0397.See file dsdata.txt to determine how the superseded data were derived.
 RJ0397
 RJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS377032(NAD 83)
 RJ0397_MARKER: DB = BENCH MARK DISK
 RJ0397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0397_SP_SET: BRIDGE
 RJ0397_STAMPING: G 201 1972
 RJ0397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0397
 RJ0397  HISTORY     - Date     Condition        Report By
 RJ0397  HISTORY     - 1972     MONUMENTED       NGS
 RJ0397  HISTORY     - 19950815 GOOD             USPSQD
 RJ0397  HISTORY     - 20011211 MARK NOT FOUND   MIDT
 RJ0397
 RJ0397                          STATION DESCRIPTION
 RJ0397
 RJ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0397'9.2 MI NW FROM BREVORT.
 RJ0397'ABOUT 9.25 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0397'LUTHERAN CHURCH AT BREVORT, SET ON THE TOP OF THE WEST END
 RJ0397'OF THE NORTH HEADWALL FOR AN 18-FOOT CONCRETE BRIDGE OVER
 RJ0397'PAQUIN CREEK, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0397'1.5 FEET EAST OF THE WEST END OF THE HEADWALL AND 1 FOOT BELOW
 RJ0397'THE LEVEL OF THE HIGHWAY.  SECTION 6, T 42 N, R 7 W.
 RJ0397
 RJ0397                          STATION RECOVERY (1995)
 RJ0397
 RJ0397'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0397'RECOVERED IN GOOD CONDITION.
 RJ0397
 RJ0397                          STATION RECOVERY (2001)
 RJ0397
 RJ0397'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0397'STATION G 201 DESTROYED IN 1982 U.S. HIGHWAY 2 RECONSTRUCTION WORK.
 RJ0397'THE HEADWALL WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0700 ***********************************************************************
 RJ0700  DESIGNATION -  G 201 RESET 1982
 RJ0700  PID         -  RJ0700
 RJ0700  STATE/COUNTY-  MI/MACKINAC
 RJ0700  USGS QUAD   -  EPOUFETTE (1975)
 RJ0700
 RJ0700                         *CURRENT SURVEY CONTROL
 RJ0700  ___________________________________________________________________
 RJ0700* NAD 83(1986)-  46 04 08.     (N)    085 13 07.     (W)     SCALED    
 RJ0700* NAVD 88     -       182.80   (meters)     599.7    (feet)  RESET     
 RJ0700  ___________________________________________________________________
 RJ0700  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0700
 RJ0700  VERT ORDER  -  THIRD
 RJ0700
 RJ0700.The horizontal coordinates were scaled from a topographic map and have
 RJ0700.an estimated accuracy of +/- 6 seconds.
 RJ0700
 RJ0700.The orthometric height was computed from unverified reset data.
 RJ0700.No vertical observational check was made to the station.
 RJ0700
 RJ0700.The geoid height was determined by GEOID03.
 RJ0700
 RJ0700;                    North         East    Units  Estimated Accuracy
 RJ0700;SPC MI N     -   144,430.    8,137,800.      MT  (+/- 180 meters Scaled)
 RJ0700
 RJ0700                          SUPERSEDED SURVEY CONTROL
 RJ0700
 RJ0700.No superseded survey control is available for this station.
 RJ0700
 RJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS377032(NAD 83)
 RJ0700_MARKER: DB = BENCH MARK DISK
 RJ0700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0700_SP_SET: HEADWALL
 RJ0700_STAMPING: G 201 RESET 1982
 RJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0700+STABILITY: SURFACE MOTION
 RJ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0700+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0700
 RJ0700  HISTORY     - Date     Condition        Report By
 RJ0700  HISTORY     - 1982     MONUMENTED       MIDH
 RJ0700  HISTORY     - 20011211 GOOD             MIDT
 RJ0700  HISTORY     - 20030606 GOOD             USPSQD
 RJ0700  HISTORY     - 20060830 GOOD             USPSQD
 RJ0700
 RJ0700                          STATION DESCRIPTION
 RJ0700
 RJ0700'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 RJ0700'9.25 MI NW FROM BREVORT.
 RJ0700'9.25 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY LUTHERAN
 RJ0700'CHURCH IN BREVORT, ON TOP OF THE WEST END OF THE NORTH HEADWALL FOR
 RJ0700'AN 18-FOOT CONCRETE BRIDGE OVER PAQUIN CREEK, 41.0 FEET NORTH OF THE
 RJ0700'CENTERLINE OF THE HIGHWAY, AND 1.5 FEET EAST OF THE WEST END OF THE
 RJ0700'HEADWALL.
 RJ0700
 RJ0700                          STATION RECOVERY (2001)
 RJ0700
 RJ0700'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0700'STATION G 201 RESET 1982 IS LOCATED ON THE TOP OF THE WEST END OF
 RJ0700'NORTH CONCRETE HEADWALL, 0.8 FEET EAST OF WEST END.
 RJ0700' 
 RJ0700
 RJ0700                          STATION RECOVERY (2003)
 RJ0700
 RJ0700'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0700'RECOVERED IN GOOD CONDITION.
 RJ0700
 RJ0700                          STATION RECOVERY (2006)
 RJ0700
 RJ0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0517 ***********************************************************************
 RJ0517  DESIGNATION -  G 202
 RJ0517  PID         -  RJ0517
 RJ0517  STATE/COUNTY-  MI/MACKINAC
 RJ0517  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0517
 RJ0517                         *CURRENT SURVEY CONTROL
 RJ0517  ___________________________________________________________________
 RJ0517* NAD 83(1986)-  46 04 41.     (N)    085 46 58.     (W)     SCALED    
 RJ0517* NAVD 88     -       224.707  (meters)     737.23   (feet)  ADJUSTED  
 RJ0517  ___________________________________________________________________
 RJ0517  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 RJ0517  DYNAMIC HT  -         224.718 (meters)     737.26  (feet)  COMP
 RJ0517  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 RJ0517
 RJ0517  VERT ORDER  -  FIRST     CLASS 0
 RJ0517
 RJ0517.The horizontal coordinates were scaled from a topographic map and have
 RJ0517.an estimated accuracy of +/- 6 seconds.
 RJ0517
 RJ0517.The orthometric height was determined by differential leveling
 RJ0517.and adjusted by the National Geodetic Survey in June 1991..
 RJ0517
 RJ0517.The geoid height was determined by GEOID03.
 RJ0517
 RJ0517.The dynamic height is computed by dividing the NAVD 88
 RJ0517.geopotential number by the normal gravity value computed on the
 RJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0517.degrees latitude (g = 980.6199 gals.).
 RJ0517
 RJ0517.The modeled gravity was interpolated from observed gravity values.
 RJ0517
 RJ0517;                    North         East    Units  Estimated Accuracy
 RJ0517;SPC MI N     -   144,620.    8,094,150.      MT  (+/- 180 meters Scaled)
 RJ0517
 RJ0517                          SUPERSEDED SURVEY CONTROL
 RJ0517
 RJ0517  NGVD 29 (??/??/92)  224.68   (m)          737.1    (f) COMPUTED    1 0
 RJ0517
 RJ0517.Superseded values are not recommended for survey control.
 RJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0517.See file dsdata.txt to determine how the superseded data were derived.
 RJ0517
 RJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES941034(NAD 83)
 RJ0517_MARKER: DB = BENCH MARK DISK
 RJ0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0517_SP_SET: 16 FEET
 RJ0517_STAMPING: G 202 1972
 RJ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0517
 RJ0517  HISTORY     - Date     Condition        Report By
 RJ0517  HISTORY     - 1972     MONUMENTED       NGS
 RJ0517  HISTORY     - 19950816 GOOD             USPSQD
 RJ0517
 RJ0517                          STATION DESCRIPTION
 RJ0517
 RJ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0517'7.8 MI W FROM GOULD CITY.
 RJ0517'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0517'AT GOULD CITY, THENCE 0.2 MILE SOUTH ALONG MILAKOKIA LAKE
 RJ0517'ROAD, THENCE 1.9 MILE SOUTHEAST ALONG COUNTY ROAD 1232 (PIKE
 RJ0517'LAKE ROAD), AT A SMALL CLEARING, 43 FEET NORTHWEST OF THE CENTER
 RJ0517'OF THE JUNCTION OF A PRIVATE ROAD LEADING WESTERLY TO CAMP, 37
 RJ0517'FEET NORTHWEST OF THE CENTER LINE OF COUNTY ROAD 1232, 34 1/2
 RJ0517'FEET NORTH OF THE CENTER LINE OF A TRAIL, 0.8 MILE NORTHWEST
 RJ0517'OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD,
 RJ0517'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT
 RJ0517'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A
 RJ0517'6 INCH METAL PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE
 RJ0517'GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.  SEC 34,
 RJ0517'T 43 N, R 12 W.  NOTE-- MARK MAY BE REACHED BY GOING 4.7 MILES
 RJ0517'SOUTHWEST ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 RJ0517'RAILROAD FROM THE POST OFFICE AT GOULD CITY, THENCE 1.1 MILES
 RJ0517'NORTHWEST ALONG COUNTY ROAD 1232.
 RJ0517
 RJ0517                          STATION RECOVERY (1995)
 RJ0517
 RJ0517'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0043 ***********************************************************************
 QL0043  DESIGNATION -  G 203
 QL0043  PID         -  QL0043
 QL0043  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0043  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0043
 QL0043                         *CURRENT SURVEY CONTROL
 QL0043  ___________________________________________________________________
 QL0043* NAD 83(1986)-  45 57 45.     (N)    086 12 45.     (W)     SCALED    
 QL0043* NAVD 88     -       180.124  (meters)     590.96   (feet)  ADJUSTED  
 QL0043  ___________________________________________________________________
 QL0043  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 QL0043  DYNAMIC HT  -         180.129 (meters)     590.97  (feet)  COMP
 QL0043  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 QL0043
 QL0043  VERT ORDER  -  FIRST     CLASS 0
 QL0043
 QL0043.The horizontal coordinates were scaled from a topographic map and have
 QL0043.an estimated accuracy of +/- 6 seconds.
 QL0043
 QL0043.The orthometric height was determined by differential leveling
 QL0043.and adjusted by the National Geodetic Survey in June 1991..
 QL0043
 QL0043.The geoid height was determined by GEOID03.
 QL0043
 QL0043.The dynamic height is computed by dividing the NAVD 88
 QL0043.geopotential number by the normal gravity value computed on the
 QL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0043.degrees latitude (g = 980.6199 gals.).
 QL0043
 QL0043.The modeled gravity was interpolated from observed gravity values.
 QL0043
 QL0043;                    North         East    Units  Estimated Accuracy
 QL0043;SPC MI N     -   131,360.    8,061,040.      MT  (+/- 180 meters Scaled)
 QL0043
 QL0043                          SUPERSEDED SURVEY CONTROL
 QL0043
 QL0043  NGVD 29 (??/??/92)  180.15   (m)          591.0    (f) COMPUTED    1 0
 QL0043
 QL0043.Superseded values are not recommended for survey control.
 QL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0043.See file dsdata.txt to determine how the superseded data were derived.
 QL0043
 QL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER610901(NAD 83)
 QL0043_MARKER: DB = BENCH MARK DISK
 QL0043_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0043_SP_SET: 10 FT
 QL0043_STAMPING: G 203 1972
 QL0043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0043+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0043
 QL0043  HISTORY     - Date     Condition        Report By
 QL0043  HISTORY     - 1972     MONUMENTED       NGS
 QL0043  HISTORY     - 1978     GOOD             MIDH
 QL0043  HISTORY     - 20010911 GOOD             MIDT
 QL0043  HISTORY     - 20040416 GOOD             USPSQD
 QL0043  HISTORY     - 20060918 GOOD             USPSQD
 QL0043
 QL0043                          STATION DESCRIPTION
 QL0043
 QL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0043'2.6 MI E FROM MANISTIQUE.
 QL0043'ABOUT 2.6 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0043'AT MANISTIQUE, AT THE OUTSIDE OF A SLIGHT CURVE IN THE HIGHWAY,
 QL0043'0.15 MILE WEST OF THE SURF MOTEL, 50 FEET SOUTH OF THE CENTER
 QL0043'LINE OF THE HIGHWAY, 27 FEET WEST OF A TRACK ROAD LEADING SOUTH
 QL0043'TO BEACH ALONG LAKE MICHIGAN, 87 FEET EAST OF THE EAST END OF
 QL0043'THE SOUTH CONCRETE HEADWALL FOR A CULVERT UNDER THE HIGHWAY,
 QL0043'1 FOOT SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 QL0043'OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED
 QL0043'STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED
 QL0043'IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF
 QL0043'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 10 FEET.  SECTION
 QL0043'8, T41N, R15W.
 QL0043
 QL0043                          STATION RECOVERY (1978)
 QL0043
 QL0043'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0043'RECOVERED IN GOOD CONDITION.
 QL0043
 QL0043                          STATION RECOVERY (2001)
 QL0043
 QL0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0043'RECOVERED IN GOOD CONDITION.
 QL0043
 QL0043                          STATION RECOVERY (2004)
 QL0043
 QL0043'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0043' 
 QL0043' 
 QL0043' 
 QL0043' 
 QL0043' 
 QL0043' 
 QL0043
 QL0043                          STATION RECOVERY (2006)
 QL0043
 QL0043'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0106 ***********************************************************************
 QL0106  DESIGNATION -  G 204
 QL0106  PID         -  QL0106
 QL0106  STATE/COUNTY-  MI/DELTA
 QL0106  USGS QUAD   -  ST JACQUES (1985)
 QL0106
 QL0106                         *CURRENT SURVEY CONTROL
 QL0106  ___________________________________________________________________
 QL0106* NAD 83(1986)-  45 53 34.     (N)    086 40 41.     (W)     SCALED    
 QL0106* NAVD 88     -       185.990  (meters)     610.20   (feet)  ADJUSTED  
 QL0106  ___________________________________________________________________
 QL0106  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0106  DYNAMIC HT  -         185.991 (meters)     610.21  (feet)  COMP
 QL0106  MODELED GRAV-     980,616.8   (mgal)                       NAVD 88
 QL0106
 QL0106  VERT ORDER  -  FIRST     CLASS 0
 QL0106
 QL0106.The horizontal coordinates were scaled from a topographic map and have
 QL0106.an estimated accuracy of +/- 6 seconds.
 QL0106
 QL0106.The orthometric height was determined by differential leveling
 QL0106.and adjusted by the National Geodetic Survey in June 1991..
 QL0106
 QL0106.The geoid height was determined by GEOID03.
 QL0106
 QL0106.The dynamic height is computed by dividing the NAVD 88
 QL0106.geopotential number by the normal gravity value computed on the
 QL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0106.degrees latitude (g = 980.6199 gals.).
 QL0106
 QL0106.The modeled gravity was interpolated from observed gravity values.
 QL0106
 QL0106;                    North         East    Units  Estimated Accuracy
 QL0106;SPC MI N     -   123,360.    8,024,990.      MT  (+/- 180 meters Scaled)
 QL0106
 QL0106                          SUPERSEDED SURVEY CONTROL
 QL0106
 QL0106  NGVD 29 (??/??/92)  185.97   (m)          610.1    (f) COMPUTED    1 0
 QL0106
 QL0106.Superseded values are not recommended for survey control.
 QL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0106.See file dsdata.txt to determine how the superseded data were derived.
 QL0106
 QL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER249821(NAD 83)
 QL0106_MARKER: DB = BENCH MARK DISK
 QL0106_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0106_SP_SET: 20 FT
 QL0106_STAMPING: G 204 1972
 QL0106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0106+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0106
 QL0106  HISTORY     - Date     Condition        Report By
 QL0106  HISTORY     - 1972     MONUMENTED       NGS
 QL0106  HISTORY     - 20020313 GOOD             MIDT
 QL0106  HISTORY     - 20050201 GOOD             MIDT
 QL0106  HISTORY     - 20060918 GOOD             USPSQD
 QL0106
 QL0106                          STATION DESCRIPTION
 QL0106
 QL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0106'10.4 MI W FROM COOKS.
 QL0106'ABOUT 10.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0106'COUNTY ROAD 442 AT COOKS, ABOUT 0.3 MILE EAST OF A CONCRETE
 QL0106'HIGHWAY BRIDGE OVER BULL RUN CREEK, 65 FEET NORTH OF THE CENTER
 QL0106'LINE OF THE HIGHWAY, 58 FEET SOUTH OF THE SOUTH RAIL OF THE
 QL0106'MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 48 FEET
 QL0106'SOUTHWEST OF A TELEPHONE POLE, 34 1/2 FEET NORTHEAST OF THE EAST
 QL0106'END OF A PIPE CULVERT UNDER A DRIVEWAY, 6 1/2 FEET EAST OF A
 QL0106'25 INCH PINE TREE, 1.5 FEET NORTH OF A METAL WITNESS POST, 1 1/2
 QL0106'FEET BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 QL0106'OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND
 QL0106'ENCASED IN A 6 INCH PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL
 QL0106'OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 20 FEET.
 QL0106'SECTION 5, T 40 N, R 19 W.
 QL0106
 QL0106                          STATION RECOVERY (2002)
 QL0106
 QL0106'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0106'RECOVERED IN GOOD CONDITION.
 QL0106
 QL0106                          STATION RECOVERY (2005)
 QL0106
 QL0106'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0106'RECOVERED IN GOOD CONDITION.
 QL0106
 QL0106                          STATION RECOVERY (2006)
 QL0106
 QL0106'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0194 ***********************************************************************
 QL0194  DESIGNATION -  G 205
 QL0194  PID         -  QL0194
 QL0194  STATE/COUNTY-  MI/DELTA
 QL0194  USGS QUAD   -  GLADSTONE (1985)
 QL0194
 QL0194                         *CURRENT SURVEY CONTROL
 QL0194  ___________________________________________________________________
 QL0194* NAD 83(1986)-  45 50 11.     (N)    087 02 23.     (W)     SCALED    
 QL0194* NAVD 88     -       183.583  (meters)     602.31   (feet)  ADJUSTED  
 QL0194  ___________________________________________________________________
 QL0194  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 QL0194  DYNAMIC HT  -         183.584 (meters)     602.31  (feet)  COMP
 QL0194  MODELED GRAV-     980,617.6   (mgal)                       NAVD 88
 QL0194
 QL0194  VERT ORDER  -  FIRST     CLASS 0
 QL0194
 QL0194.The horizontal coordinates were scaled from a topographic map and have
 QL0194.an estimated accuracy of +/- 6 seconds.
 QL0194
 QL0194.The orthometric height was determined by differential leveling
 QL0194.and adjusted by the National Geodetic Survey in June 1991..
 QL0194
 QL0194.The geoid height was determined by GEOID03.
 QL0194
 QL0194.The dynamic height is computed by dividing the NAVD 88
 QL0194.geopotential number by the normal gravity value computed on the
 QL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0194.degrees latitude (g = 980.6199 gals.).
 QL0194
 QL0194.The modeled gravity was interpolated from observed gravity values.
 QL0194
 QL0194;                    North         East    Units  Estimated Accuracy
 QL0194;SPC MI N     -   117,040.    7,996,910.      MT  (+/- 180 meters Scaled)
 QL0194
 QL0194                          SUPERSEDED SURVEY CONTROL
 QL0194
 QL0194  NGVD 29 (??/??/92)  183.59   (m)          602.3    (f) COMPUTED    1 0
 QL0194
 QL0194.Superseded values are not recommended for survey control.
 QL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0194.See file dsdata.txt to determine how the superseded data were derived.
 QL0194
 QL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR969758(NAD 83)
 QL0194_MARKER: DB = BENCH MARK DISK
 QL0194_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0194_SP_SET: 56 FT
 QL0194_STAMPING: G 205 1972
 QL0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0194+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0194
 QL0194  HISTORY     - Date     Condition        Report By
 QL0194  HISTORY     - 1972     MONUMENTED       NGS
 QL0194  HISTORY     - 1977     GOOD             MIDH
 QL0194  HISTORY     - 20020821 GOOD             MIDT
 QL0194  HISTORY     - 20050912 GOOD             USPSQD
 QL0194  HISTORY     - 20060918 GOOD             USPSQD
 QL0194
 QL0194                          STATION DESCRIPTION
 QL0194
 QL0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0194'0.6 MI SW FROM GLADSTONE.
 QL0194'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 2 AND 41 AND STATE
 QL0194'HIGHWAY 35 FROM THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0194'RAILROAD FROM THE STATION AT GLADSTONE, 0.1 MILE NORTHEAST OF
 QL0194'THE JUNCTION OF LAKE SHORE DRIVE, 70 FEET SOUTHEAST OF THE
 QL0194'CENTER LINE OF THE SOUTHEAST LANE OF THE HIGHWAYS, 65 1/2 FEET
 QL0194'NORTHEAST OF THE CENTER LINE OF 6 TH AVENUE, 43 FEET NORTHEAST
 QL0194'OF A LIGHT POLE, 22 FEET NORTHEAST OF AN IRON FENCE, 1 FOOT
 QL0194'NORTHWEST OF A WOVEN WIRE FENCE, 0.5 FOOT SOUTHEAST OF A METAL
 QL0194'WITNESS POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0194'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH
 QL0194'THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 QL0194'THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  ROD WAS
 QL0194'DRIVEN TO A DEPTH OF 56 FEET.  SECTION 21, T 40 N, R 22 W.
 QL0194
 QL0194                          STATION RECOVERY (1977)
 QL0194
 QL0194'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 QL0194'RECOVERED IN GOOD CONDITION.
 QL0194
 QL0194                          STATION RECOVERY (2002)
 QL0194
 QL0194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0194'AT GLADSTONE, AT THE US-2/M-35 AND 6TH AVE INTERSECTION (TRAFFIC
 QL0194'LIGHT), 70 FT SE OF C/L OF EAST BND LANES US-2/M-35, 65 FT NE OF C/L
 QL0194'OF SIXTH AVE, 22 FT NE OF FENCE CORNER, 20.5 FT ESE OF UTILTY POLE,
 QL0194'13.7 FT SE OF THE END OF A METAL CULVERT, 10.3 SSE OF A GUY WIRE
 QL0194'ANCHOR, 0.5 FT SE OF A WITNESS POST AND 1 FT BELOW GROUND LEVEL.
 QL0194
 QL0194                          STATION RECOVERY (2005)
 QL0194
 QL0194'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0194'RECOVERED IN GOOD CONDITION.
 QL0194
 QL0194                          STATION RECOVERY (2006)
 QL0194
 QL0194'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0497 ***********************************************************************
 RJ0497  DESIGNATION -  G 206
 RJ0497  PID         -  RJ0497
 RJ0497  STATE/COUNTY-  MI/MACKINAC
 RJ0497  USGS QUAD   -  ENGADINE (1973)
 RJ0497
 RJ0497                         *CURRENT SURVEY CONTROL
 RJ0497  ___________________________________________________________________
 RJ0497* NAD 83(1986)-  46 06 04.     (N)    085 35 37.     (W)     SCALED    
 RJ0497* NAVD 88     -       201.215  (meters)     660.15   (feet)  ADJUSTED  
 RJ0497  ___________________________________________________________________
 RJ0497  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0497  DYNAMIC HT  -         201.226 (meters)     660.19  (feet)  COMP
 RJ0497  MODELED GRAV-     980,667.0   (mgal)                       NAVD 88
 RJ0497
 RJ0497  VERT ORDER  -  FIRST     CLASS 0
 RJ0497
 RJ0497.The horizontal coordinates were scaled from a topographic map and have
 RJ0497.an estimated accuracy of +/- 6 seconds.
 RJ0497
 RJ0497.The orthometric height was determined by differential leveling
 RJ0497.and adjusted by the National Geodetic Survey in June 1991..
 RJ0497
 RJ0497.The geoid height was determined by GEOID03.
 RJ0497
 RJ0497.The dynamic height is computed by dividing the NAVD 88
 RJ0497.geopotential number by the normal gravity value computed on the
 RJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0497.degrees latitude (g = 980.6199 gals.).
 RJ0497
 RJ0497.The modeled gravity was interpolated from observed gravity values.
 RJ0497
 RJ0497;                    North         East    Units  Estimated Accuracy
 RJ0497;SPC MI N     -   147,430.    8,108,730.      MT  (+/- 180 meters Scaled)
 RJ0497
 RJ0497                          SUPERSEDED SURVEY CONTROL
 RJ0497
 RJ0497  NGVD 29 (??/??/92)  201.19   (m)          660.1    (f) COMPUTED    1 0
 RJ0497
 RJ0497.Superseded values are not recommended for survey control.
 RJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0497.See file dsdata.txt to determine how the superseded data were derived.
 RJ0497
 RJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS087062(NAD 83)
 RJ0497_MARKER: DB = BENCH MARK DISK
 RJ0497_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RJ0497_SP_SET: UNSPECIFIED ROCK
 RJ0497_STAMPING: G 206 1972
 RJ0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0497
 RJ0497  HISTORY     - Date     Condition        Report By
 RJ0497  HISTORY     - 1972     MONUMENTED       NGS
 RJ0497  HISTORY     - 19940727 GOOD             USPSQD
 RJ0497  HISTORY     - 19950816 GOOD             USPSQD
 RJ0497  HISTORY     - 20010331 GOOD             NGS
 RJ0497  HISTORY     - 20021030 GOOD             MIDT
 RJ0497  HISTORY     - 20021111 GOOD             USPSQD
 RJ0497  HISTORY     - 20040416 GOOD             USPSQD
 RJ0497  HISTORY     - 20060915 GOOD             USPSQD
 RJ0497
 RJ0497                          STATION DESCRIPTION
 RJ0497
 RJ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0497'5.4 MI E FROM GOULD CITY.
 RJ0497'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0497'OFFICE AT GOULD CITY, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY
 RJ0497'2, THENCE 0.1 MILE NORTH ALONG COUNTY ROAD 1030 (PRICE ROAD),
 RJ0497'ALSO ABOUT 6.8 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0497'CHURCH AT NAUBINWAY, SET IN THE TOP AND NEAR THE EAST END OF A
 RJ0497'ROCK THAT IS 12 FEET LONG- 10 FEET WIDE AND PROJECTS 4 FEET
 RJ0497'ABOVE THE GROUND, 25 FEET EAST OF THE CENTER LINE OF THE COUNTY
 RJ0497'ROAD, 2 FEET WEST OF THE EAST END OF THE ROCK, ABOUT LEVEL WITH
 RJ0497'THE HIGHWAY AND 4 FEET ABOVE THE LEVEL OF THE COUNTY ROAD.
 RJ0497
 RJ0497                          STATION RECOVERY (1994)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (1995)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2001)
 RJ0497
 RJ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0497
 RJ0497                          STATION RECOVERY (2002)
 RJ0497
 RJ0497'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0497'RECOVERED AS DESCRIBED
 RJ0497
 RJ0497                          STATION RECOVERY (2002)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2004)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0497'RECOVERED IN GOOD CONDITION.
 RJ0497
 RJ0497                          STATION RECOVERY (2006)
 RJ0497
 RJ0497'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0236 ***********************************************************************
 QL0236  DESIGNATION -  G 207
 QL0236  PID         -  QL0236
 QL0236  STATE/COUNTY-  MI/DELTA
 QL0236  USGS QUAD   -  HENDERSON LAKES (1985)
 QL0236
 QL0236                         *CURRENT SURVEY CONTROL
 QL0236  ___________________________________________________________________
 QL0236* NAD 83(1986)-  45 34 42.     (N)    087 14 46.     (W)     SCALED    
 QL0236* NAVD 88     -       181.856  (meters)     596.64   (feet)  ADJUSTED  
 QL0236  ___________________________________________________________________
 QL0236  GEOID HEIGHT-         -36.22  (meters)                     GEOID03
 QL0236  DYNAMIC HT  -         181.850 (meters)     596.62  (feet)  COMP
 QL0236  MODELED GRAV-     980,582.2   (mgal)                       NAVD 88
 QL0236
 QL0236  VERT ORDER  -  FIRST     CLASS 0
 QL0236
 QL0236.The horizontal coordinates were scaled from a topographic map and have
 QL0236.an estimated accuracy of +/- 6 seconds.
 QL0236
 QL0236.The orthometric height was determined by differential leveling
 QL0236.and adjusted by the National Geodetic Survey in June 1991..
 QL0236
 QL0236.The geoid height was determined by GEOID03.
 QL0236
 QL0236.The dynamic height is computed by dividing the NAVD 88
 QL0236.geopotential number by the normal gravity value computed on the
 QL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0236.degrees latitude (g = 980.6199 gals.).
 QL0236
 QL0236.The modeled gravity was interpolated from observed gravity values.
 QL0236
 QL0236;                    North         East    Units  Estimated Accuracy
 QL0236;SPC MI N     -    88,390.    7,980,790.      MT  (+/- 180 meters Scaled)
 QL0236
 QL0236                          SUPERSEDED SURVEY CONTROL
 QL0236
 QL0236.No superseded survey control is available for this station.
 QL0236
 QL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR807472(NAD 83)
 QL0236_MARKER: DB = BENCH MARK DISK
 QL0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0236_SP_SET: BRIDGE RAIL
 QL0236_STAMPING: G 207 1972
 QL0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0236+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0236
 QL0236  HISTORY     - Date     Condition        Report By
 QL0236  HISTORY     - 1972     MONUMENTED       NGS
 QL0236  HISTORY     - 1990     GOOD             USPSQD
 QL0236  HISTORY     - 19910425 GOOD             USPSQD
 QL0236  HISTORY     - 19960919 GOOD             USPSQD
 QL0236  HISTORY     - 20011025 GOOD             USPSQD
 QL0236  HISTORY     - 20030411 GOOD             USPSQD
 QL0236  HISTORY     - 20040913 GOOD             DAVWAN
 QL0236  HISTORY     - 20050810 GOOD             GEOCAC
 QL0236  HISTORY     - 20060918 GOOD             USPSQD
 QL0236
 QL0236                          STATION DESCRIPTION
 QL0236
 QL0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0236'13.2 MI NE FROM CEDAR RIVER.
 QL0236'ABOUT 13.25 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0236'POST OFFICE AT CEDAR RIVER, ABOUT 15.3 MILES SOUTHWEST ALONG
 QL0236'STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND
 QL0236'41 AT ESCANABA, SET IN THE TOP OF THE NORTH END OF THE EAST
 QL0236'CONCRETE GUARD RAIL BASE FOR THE 65 FOOT LONG CONCRETE BRIDGE
 QL0236'OVER THE BARK RIVER, 20 1/2 FEET EAST OF THE CENTER LINE OF
 QL0236'THE HIGHWAY, 1.4 FEET SOUTH OF THE NORTH END OF THE CONCRETE
 QL0236'BASE AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  SECTION 27,
 QL0236'T37N, R24W.
 QL0236
 QL0236                          STATION RECOVERY (1990)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (1991)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (1996)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2001)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2003)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2004)
 QL0236
 QL0236'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2005)
 QL0236
 QL0236'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 QL0236'RECOVERED IN GOOD CONDITION.
 QL0236
 QL0236                          STATION RECOVERY (2006)
 QL0236
 QL0236'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0326 ***********************************************************************
 QL0326  DESIGNATION -  G 208
 QL0326  PID         -  QL0326
 QL0326  STATE/COUNTY-  MI/MENOMINEE
 QL0326  USGS QUAD   -  BIRCH CREEK (1976)
 QL0326
 QL0326                         *CURRENT SURVEY CONTROL
 QL0326  ___________________________________________________________________
 QL0326* NAD 83(1986)-  45 10 46.     (N)    087 34 08.     (W)     SCALED    
 QL0326* NAVD 88     -       181.737  (meters)     596.25   (feet)  ADJUSTED  
 QL0326  ___________________________________________________________________
 QL0326  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 QL0326  DYNAMIC HT  -         181.720 (meters)     596.19  (feet)  COMP
 QL0326  MODELED GRAV-     980,518.3   (mgal)                       NAVD 88
 QL0326
 QL0326  VERT ORDER  -  FIRST     CLASS 0
 QL0326
 QL0326.The horizontal coordinates were scaled from a topographic map and have
 QL0326.an estimated accuracy of +/- 6 seconds.
 QL0326
 QL0326.The orthometric height was determined by differential leveling
 QL0326.and adjusted by the National Geodetic Survey in June 1991..
 QL0326
 QL0326.The geoid height was determined by GEOID03.
 QL0326
 QL0326.The dynamic height is computed by dividing the NAVD 88
 QL0326.geopotential number by the normal gravity value computed on the
 QL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0326.degrees latitude (g = 980.6199 gals.).
 QL0326
 QL0326.The modeled gravity was interpolated from observed gravity values.
 QL0326
 QL0326;                    North         East    Units  Estimated Accuracy
 QL0326;SPC MI N     -    44,190.    7,955,280.      MT  (+/- 180 meters Scaled)
 QL0326
 QL0326                          SUPERSEDED SURVEY CONTROL
 QL0326
 QL0326.No superseded survey control is available for this station.
 QL0326
 QL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR553030(NAD 83)
 QL0326_MARKER: DB = BENCH MARK DISK
 QL0326_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0326_SP_SET: BUILDING
 QL0326_STAMPING: G 208 1972
 QL0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0326+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 QL0326
 QL0326  HISTORY     - Date     Condition        Report By
 QL0326  HISTORY     - 1972     MONUMENTED       NGS
 QL0326  HISTORY     - 1990     GOOD             USPSQD
 QL0326  HISTORY     - 19961002 GOOD             USPSQD
 QL0326  HISTORY     - 20020420 GOOD             USPSQD
 QL0326  HISTORY     - 20040320 GOOD             USPSQD
 QL0326
 QL0326                          STATION DESCRIPTION
 QL0326
 QL0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0326'4.8 MI NE FROM MENOMINEE.
 QL0326'ABOUT 3.9 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0326'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, THENCE 0.75 MILE NORTH
 QL0326'ALONG RANGE LINE ROAD, THENCE 0.1 MILE EAST ALONG A GRAVEL
 QL0326'DRIVEWAY TO A HIGH STEEL TOWER, SET IN THE TOP OF THE CONCRETE
 QL0326'FOUNDATION FOR TOWER WHERE IT PROJECTS OUT FROM THE NORTHEAST
 QL0326'CORNER OF A 12 FOOT SQUARE CONCRETE BLOCK BUILDING, 8.7 FEET
 QL0326'NORTHWEST OF THE NORTH STEEL LEG OF THE TOWER, 2 FEET NORTHEAST
 QL0326'OF THE NORTHEAST CORNER OF THE BUILDING AND 1/2 FOOT ABOVE THE
 QL0326'LEVEL OF THE GROUND.  SECTION 6, T 32 N, R 26 W.  NOTE-- THE
 QL0326'ESTIMATED HEIGHT OF THE TOWER IS ABOUT 400 FEET HIGH.
 QL0326
 QL0326                          STATION RECOVERY (1990)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0326'RECOVERED IN GOOD CONDITION.
 QL0326
 QL0326                          STATION RECOVERY (1996)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0326'RECOVERED IN GOOD CONDITION.
 QL0326
 QL0326                          STATION RECOVERY (2002)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0326'RECOVERED IN GOOD CONDITION.
 QL0326
 QL0326                          STATION RECOVERY (2004)
 QL0326
 QL0326'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0326'TOWER IS NOW OWNED BY JS ELECTRONICS, 1108 20TH STREET, MENOMINEE, MI
 QL0326'49858-2419
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0705 ***********************************************************************
 NE0705  DESIGNATION -  G 21
 NE0705  PID         -  NE0705
 NE0705  STATE/COUNTY-  MI/WASHTENAW
 NE0705  USGS QUAD   -  YPSILANTI EAST (1983)
 NE0705
 NE0705                         *CURRENT SURVEY CONTROL
 NE0705  ___________________________________________________________________
 NE0705* NAD 83(1986)-  42 14 31.     (N)    083 35 33.     (W)     SCALED    
 NE0705* NAVD 88     -       226.521  (meters)     743.18   (feet)  ADJUSTED  
 NE0705  ___________________________________________________________________
 NE0705  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NE0705  DYNAMIC HT  -         226.451 (meters)     742.95  (feet)  COMP
 NE0705  MODELED GRAV-     980,305.9   (mgal)                       NAVD 88
 NE0705
 NE0705  VERT ORDER  -  FIRST     CLASS II
 NE0705
 NE0705.The horizontal coordinates were scaled from a topographic map and have
 NE0705.an estimated accuracy of +/- 6 seconds.
 NE0705
 NE0705.The orthometric height was determined by differential leveling
 NE0705.and adjusted by the National Geodetic Survey in June 1991..
 NE0705
 NE0705.The geoid height was determined by GEOID03.
 NE0705
 NE0705.The dynamic height is computed by dividing the NAVD 88
 NE0705.geopotential number by the normal gravity value computed on the
 NE0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0705.degrees latitude (g = 980.6199 gals.).
 NE0705
 NE0705.The modeled gravity was interpolated from observed gravity values.
 NE0705
 NE0705;                    North         East    Units  Estimated Accuracy
 NE0705;SPC MI S     -    82,710.    4,063,890.      MT  (+/- 180 meters Scaled)
 NE0705
 NE0705                          SUPERSEDED SURVEY CONTROL
 NE0705
 NE0705  NGVD 29 (??/??/92)  226.648  (m)          743.59   (f) ADJ UNCH    1 2
 NE0705
 NE0705.Superseded values are not recommended for survey control.
 NE0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0705.See file dsdata.txt to determine how the superseded data were derived.
 NE0705
 NE0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG861798(NAD 83)
 NE0705_MARKER: DB = BENCH MARK DISK
 NE0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0705+STABILITY: SURFACE MOTION
 NE0705
 NE0705  HISTORY     - Date     Condition        Report By
 NE0705  HISTORY     - UNK      MONUMENTED       CGS
 NE0705  HISTORY     - 1953     MARK NOT FOUND   NGS
 NE0705  HISTORY     - 1953     MARK NOT FOUND   USGS
 NE0705
 NE0705                          STATION DESCRIPTION
 NE0705
 NE0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NE0705'1.1 MI E FROM YPSILANTI.
 NE0705'1.1 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0705'AT YPSILANTI, WASHTENAW COUNTY, 0.3 MILE EAST OF THE FORMER OVERHEAD
 NE0705'CROSSING OF THE DETROIT, JACKSON AND CHICAGO RAILWAY, AND AT THE
 NE0705'WEST END OF A GATE IN THE SOUTH FENCE.  A STANDARD DISK, SET IN THE
 NE0705'TOP OF A CONCRETE POST.
 NE0705
 NE0705                          STATION RECOVERY (1953)
 NE0705
 NE0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NE0705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0173 ***********************************************************************
 RK0173  DESIGNATION -  G 22
 RK0173  PID         -  RK0173
 RK0173  STATE/COUNTY-  MI/MARQUETTE
 RK0173  USGS QUAD   -  LITTLE LAKE (1985)
 RK0173
 RK0173                         *CURRENT SURVEY CONTROL
 RK0173  ___________________________________________________________________
 RK0173* NAD 83(1986)-  46 17 12.     (N)    087 20 07.     (W)     SCALED    
 RK0173* NAVD 88     -       343.397  (meters)    1126.63   (feet)  POSTED    
 RK0173  ___________________________________________________________________
 RK0173  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 RK0173  DYNAMIC HT  -         343.410 (meters)    1126.67  (feet)  COMP
 RK0173  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 RK0173
 RK0173  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RK0173
 RK0173.The horizontal coordinates were scaled from a topographic map and have
 RK0173.an estimated accuracy of +/- 6 seconds.
 RK0173
 RK0173.The orthometric height was determined by differential leveling
 RK0173.and adjusted by the National Geodetic Survey in 1992..
 RK0173.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RK0173.rate of 2.1 thru 3.0 mm/km.
 RK0173
 RK0173.The geoid height was determined by GEOID03.
 RK0173
 RK0173.The dynamic height is computed by dividing the NAVD 88
 RK0173.geopotential number by the normal gravity value computed on the
 RK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0173.degrees latitude (g = 980.6199 gals.).
 RK0173
 RK0173.The modeled gravity was interpolated from observed gravity values.
 RK0173
 RK0173;                    North         East    Units  Estimated Accuracy
 RK0173;SPC MI N     -   167,140.    7,974,170.      MT  (+/- 180 meters Scaled)
 RK0173
 RK0173                          SUPERSEDED SURVEY CONTROL
 RK0173
 RK0173  NGVD 29 (??/??/92)  343.240  (m)         1126.11   (f) ADJ UNCH    1 2
 RK0173
 RK0173.Superseded values are not recommended for survey control.
 RK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0173.See file dsdata.txt to determine how the superseded data were derived.
 RK0173
 RK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS741259(NAD 83)
 RK0173_MARKER: DB = BENCH MARK DISK
 RK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0173_STAMPING: ELEV 1126.113 FT G 22 1917
 RK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0173+STABILITY: SURFACE MOTION
 RK0173
 RK0173  HISTORY     - Date     Condition        Report By
 RK0173  HISTORY     - 1917     MONUMENTED       CGS
 RK0173  HISTORY     - 1934     GOOD             NGS
 RK0173  HISTORY     - 20011014 MARK NOT FOUND   USPSQD
 RK0173
 RK0173                          STATION DESCRIPTION
 RK0173
 RK0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0173'AT LITTLE LAKE.
 RK0173'AT LITTLE LAKE, MARQUETTE COUNTY, 19 FEET NORTH OF THE CHIMNEY
 RK0173'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 53 FEET WEST
 RK0173'OF THE CENTERLINE OF THE MAIN TRACK, IN LINE WITH A ROW OF
 RK0173'POLES, AND 6 FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED
 RK0173'ELEV. 1126.113 FT. G 22 1917 AND SET IN THE TOP OF A CONCRETE
 RK0173'POST FLUSH WITH THE GROUND.
 RK0173
 RK0173                          STATION RECOVERY (2001)
 RK0173
 RK0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0173'MARK LIES ALONG BURIED UTILITY AND GAS PIPE LINES AND MAY ALSO BE
 RK0173'BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0866 ***********************************************************************
 MC0866  DESIGNATION -  G 234
 MC0866  PID         -  MC0866
 MC0866  STATE/COUNTY-  MI/MONROE
 MC0866  USGS QUAD   -  STONY POINT (1978)
 MC0866
 MC0866                         *CURRENT SURVEY CONTROL
 MC0866  ___________________________________________________________________
 MC0866* NAD 83(1986)-  41 55 35.     (N)    083 21 37.     (W)     SCALED    
 MC0866* NAVD 88     -       185.915  (meters)     609.96   (feet)  ADJUSTED  
 MC0866  ___________________________________________________________________
 MC0866  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0866  DYNAMIC HT  -         185.848 (meters)     609.74  (feet)  COMP
 MC0866  MODELED GRAV-     980,261.5   (mgal)                       NAVD 88
 MC0866
 MC0866  VERT ORDER  -  FIRST     CLASS II
 MC0866
 MC0866.The horizontal coordinates were scaled from a topographic map and have
 MC0866.an estimated accuracy of +/- 6 seconds.
 MC0866
 MC0866.The orthometric height was determined by differential leveling
 MC0866.and adjusted by the National Geodetic Survey in June 1991..
 MC0866
 MC0866.The geoid height was determined by GEOID03.
 MC0866
 MC0866.The dynamic height is computed by dividing the NAVD 88
 MC0866.geopotential number by the normal gravity value computed on the
 MC0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0866.degrees latitude (g = 980.6199 gals.).
 MC0866
 MC0866.The modeled gravity was interpolated from observed gravity values.
 MC0866
 MC0866;                    North         East    Units  Estimated Accuracy
 MC0866;SPC MI S     -    47,860.    4,083,480.      MT  (+/- 180 meters Scaled)
 MC0866
 MC0866                          SUPERSEDED SURVEY CONTROL
 MC0866
 MC0866  NGVD 29 (??/??/92)  186.084  (m)          610.51   (f) ADJ UNCH    1 2
 MC0866
 MC0866.Superseded values are not recommended for survey control.
 MC0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0866.See file dsdata.txt to determine how the superseded data were derived.
 MC0866
 MC0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG042442(NAD 83)
 MC0866_MARKER: DB = BENCH MARK DISK
 MC0866_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC0866_SP_SET: ABUTMENT
 MC0866_STAMPING: G 234 1980
 MC0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0866
 MC0866  HISTORY     - Date     Condition        Report By
 MC0866  HISTORY     - 1980     MONUMENTED       NGS
 MC0866  HISTORY     - 1983     GOOD             LOCSUR
 MC0866  HISTORY     - 1985     GOOD             USPSQD
 MC0866  HISTORY     - 1987     GOOD             USPSQD
 MC0866
 MC0866                          STATION DESCRIPTION
 MC0866
 MC0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0866'IN MONROE.
 MC0866'IN MONROE, IN THE SOUTH END OF THE WEST ABUTMENT OF THE
 MC0866'DIX HIGHWAY OVERPASS OVER INTERSTATE 75, 13.4 METERS (44 FEET)
 MC0866'SOUTH OF THE CENTER LINE OF DIX HIGHWAY, 0.45 METERS (1.5 FEET)
 MC0866'NORTH OF THE SOUTH END OF THE TOP PORTION OF THE ABUTMENT.
 MC0866'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 MC0866
 MC0866                          STATION RECOVERY (1983)
 MC0866
 MC0866'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0866'RECOVERED IN GOOD CONDITION.
 MC0866
 MC0866                          STATION RECOVERY (1985)
 MC0866
 MC0866'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0866'CHANGE DESC. TO READ WEST END OF SOUTH GUARD RAIL.
 MC0866
 MC0866                          STATION RECOVERY (1987)
 MC0866
 MC0866'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0895 ***********************************************************************
 NE0895  DESIGNATION -  G 235
 NE0895  PID         -  NE0895
 NE0895  STATE/COUNTY-  MI/MACOMB
 NE0895  USGS QUAD   -  GROSSE POINTE (1983)
 NE0895
 NE0895                         *CURRENT SURVEY CONTROL
 NE0895  ___________________________________________________________________
 NE0895* NAD 83(1986)-  42 27 39.     (N)    082 52 54.     (W)     SCALED    
 NE0895* NAVD 88     -       176.092  (meters)     577.73   (feet)  ADJUSTED  
 NE0895  ___________________________________________________________________
 NE0895  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0895  DYNAMIC HT  -         176.041 (meters)     577.56  (feet)  COMP
 NE0895  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 NE0895
 NE0895  VERT ORDER  -  FIRST     CLASS II
 NE0895
 NE0895.The horizontal coordinates were scaled from a topographic map and have
 NE0895.an estimated accuracy of +/- 6 seconds.
 NE0895
 NE0895.The orthometric height was determined by differential leveling
 NE0895.and adjusted by the National Geodetic Survey in June 1991..
 NE0895
 NE0895.The geoid height was determined by GEOID03.
 NE0895
 NE0895.The dynamic height is computed by dividing the NAVD 88
 NE0895.geopotential number by the normal gravity value computed on the
 NE0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0895.degrees latitude (g = 980.6199 gals.).
 NE0895
 NE0895.The modeled gravity was interpolated from observed gravity values.
 NE0895
 NE0895;                    North         East    Units  Estimated Accuracy
 NE0895;SPC MI S     -   107,800.    4,122,130.      MT  (+/- 180 meters Scaled)
 NE0895
 NE0895                          SUPERSEDED SURVEY CONTROL
 NE0895
 NE0895  NGVD 29 (??/??/??)  176.237  (m)          578.20   (f) ADJUSTED    1 2
 NE0895
 NE0895.Superseded values are not recommended for survey control.
 NE0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0895.See file dsdata.txt to determine how the superseded data were derived.
 NE0895
 NE0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH452026(NAD 83)
 NE0895_MARKER: I = METAL ROD
 NE0895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0895_SP_SET: STAINLESS STEEL ROD
 NE0895_STAMPING: G 235 1980
 NE0895_PROJECTION: RECESSED 8 CENTIMETERS
 NE0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0895_ROD/PIPE-DEPTH: 6.1  meters
 NE0895
 NE0895  HISTORY     - Date     Condition        Report By
 NE0895  HISTORY     - 1980     MONUMENTED       NGS
 NE0895  HISTORY     - 19990621 GOOD             USPSQD
 NE0895  HISTORY     - 20050401 MARK NOT FOUND   INDIV
 NE0895  HISTORY     - 20060523 MARK NOT FOUND   SPALD
 NE0895
 NE0895                          STATION DESCRIPTION
 NE0895
 NE0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0895'IN ST CLAIR SHORES.
 NE0895'IN SAINT CLAIR SHORES, AT THE JUNCTION OF JEFFERSON AVENUE AND
 NE0895'DOREMUS STREET, IN THE LAWN OF THE SOUTHEAST SIDE OF HOUSE NUMBER
 NE0895'23200, 15 METERS (49.3 FEET) NORTHEAST OF THE CENTER LINE OF THE NORTH
 NE0895'BOUND LANES OF JEFFERSON AVENUE, 15 METERS (49.3 FEET) SOUTH OF
 NE0895'THE SOUTH CORNER OF THE HOUSE, 6.1 METERS (20 FEET) SOUTHEAST OF
 NE0895'A 24-INCH ELM TREE, 4.4 METERS (14.0 FEET) NORTH-NORTHEAST OF THE
 NE0895'CURB OF DOREMUS, 1.2 METERS (3.9 FEET) NORTHEAST OF A WOODEN
 NE0895'PLANK FENCE AROUND LAWN.
 NE0895
 NE0895                          STATION RECOVERY (1999)
 NE0895
 NE0895'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0895'RECOVERED IN GOOD CONDITION.
 NE0895
 NE0895                          STATION RECOVERY (2005)
 NE0895
 NE0895'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CPA)
 NE0895'MARK NOT FOUND.
 NE0895
 NE0895                          STATION RECOVERY (2006)
 NE0895
 NE0895'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0895'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0917 ***********************************************************************
 NE0917  DESIGNATION -  G 236
 NE0917  PID         -  NE0917
 NE0917  STATE/COUNTY-  MI/ST CLAIR
 NE0917  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0917
 NE0917                         *CURRENT SURVEY CONTROL
 NE0917  ___________________________________________________________________
 NE0917* NAD 83(1986)-  42 41 21.     (N)    082 42 16.     (W)     SCALED    
 NE0917* NAVD 88     -       179.227  (meters)     588.01   (feet)  ADJUSTED  
 NE0917  ___________________________________________________________________
 NE0917  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE0917  DYNAMIC HT  -         179.177 (meters)     587.85  (feet)  COMP
 NE0917  MODELED GRAV-     980,338.0   (mgal)                       NAVD 88
 NE0917
 NE0917  VERT ORDER  -  FIRST     CLASS II
 NE0917
 NE0917.The horizontal coordinates were scaled from a topographic map and have
 NE0917.an estimated accuracy of +/- 6 seconds.
 NE0917
 NE0917.The orthometric height was determined by differential leveling
 NE0917.and adjusted by the National Geodetic Survey in June 1991..
 NE0917
 NE0917.The geoid height was determined by GEOID03.
 NE0917
 NE0917.The dynamic height is computed by dividing the NAVD 88
 NE0917.geopotential number by the normal gravity value computed on the
 NE0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0917.degrees latitude (g = 980.6199 gals.).
 NE0917
 NE0917.The modeled gravity was interpolated from observed gravity values.
 NE0917
 NE0917;                    North         East    Units  Estimated Accuracy
 NE0917;SPC MI S     -   133,430.    4,136,200.      MT  (+/- 180 meters Scaled)
 NE0917
 NE0917                          SUPERSEDED SURVEY CONTROL
 NE0917
 NE0917  NGVD 29 (??/??/??)  179.351  (m)          588.42   (f) ADJUSTED    1 2
 NE0917
 NE0917.Superseded values are not recommended for survey control.
 NE0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0917.See file dsdata.txt to determine how the superseded data were derived.
 NE0917
 NE0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH603277(NAD 83)
 NE0917_MARKER: I = METAL ROD
 NE0917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0917_SP_SET: STAINLESS STEEL ROD
 NE0917_STAMPING: G 236 1980
 NE0917_MARK LOGO: NGS   
 NE0917_PROJECTION: RECESSED 10 CENTIMETERS
 NE0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0917+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 NE0917_ROD/PIPE-DEPTH: 10.6 meters
 NE0917
 NE0917  HISTORY     - Date     Condition        Report By
 NE0917  HISTORY     - 1980     MONUMENTED       NGS
 NE0917  HISTORY     - 19950919 GOOD             MIDT
 NE0917  HISTORY     - 20011001 GOOD             MI-147
 NE0917  HISTORY     - 20041130 GOOD             ROWEIN
 NE0917
 NE0917                          STATION DESCRIPTION
 NE0917
 NE0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0917'1.3 KM SW FROM ANCHORVILLE.
 NE0917'1.3 KILOMETERS (0.8 MILE) SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 NE0917'THE JUNCTION OF CHURCH ROAD IN ANCHORVILLE, TO THE MARK ON THE
 NE0917'SOUTHEAST SIDE OF THE HIGHWAY, SET NORTHEAST OF THE NORTHEAST
 NE0917'6 FOOT HIGH BRICK PILLAR SUPPORTING A METAL SPOKE FENCE AND FOR
 NE0917'THE PAVED ENTRANCE DRIVE TO HOUSE NUMBER 36535. 15.06 METERS
 NE0917'(49.4 FEET NORTHEAST OF THE CENTER OF THE DRIVEWAY, 9.5 METERS
 NE0917'(31.2 FEET) SOUTHEAST OF THE CENTER LINE OF HIGHWAY 29, 0.49 METER
 NE0917'(1.6 FEET) NORTHEAST OF THE NORTHEAST BRICK PILLAR.
 NE0917'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0917
 NE0917                          STATION RECOVERY (1995)
 NE0917
 NE0917'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (GH)
 NE0917'STATION WAS RECOVERED IN GOOD CONDITION.  NOTE CHANGES- THE
 NE0917'DESCRIPTION STATES THE STATION IS, (SET NORTHEAST OF THE NORTHEAST 6
 NE0917'FOOT (1.8 M) HIGH BRICK PILLAR SUPPORTING A METAL SPOKE FENCE AND FOR
 NE0917'THE PAVED ENTRANCE DRIVE TO HOUSE NUMBER 36535). IT SHOULD READ (TO
 NE0917'HOUSE NUMBER 10369). RECOVERY BY GLEN HOBGOOD, METRO DISTRICT
 NE0917'SURVEYOR, MIDT.
 NE0917
 NE0917                          STATION RECOVERY (2001)
 NE0917
 NE0917'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE0917'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE0917'SUBMITTED - FEBRUARY 21, 2002
 NE0917
 NE0917                          STATION RECOVERY (2004)
 NE0917
 NE0917'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 NE0917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0940 ***********************************************************************
 NE0940  DESIGNATION -  G 237
 NE0940  PID         -  NE0940
 NE0940  STATE/COUNTY-  MI/ST CLAIR
 NE0940  USGS QUAD   -  ST CLAIR (1991)
 NE0940
 NE0940                         *CURRENT SURVEY CONTROL
 NE0940  ___________________________________________________________________
 NE0940* NAD 83(1986)-  42 47 19.     (N)    082 28 37.     (W)     SCALED    
 NE0940* NAVD 88     -       181.784  (meters)     596.40   (feet)  ADJUSTED  
 NE0940  ___________________________________________________________________
 NE0940  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0940  DYNAMIC HT  -         181.735 (meters)     596.24  (feet)  COMP
 NE0940  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 NE0940
 NE0940  VERT ORDER  -  FIRST     CLASS II
 NE0940
 NE0940.The horizontal coordinates were scaled from a topographic map and have
 NE0940.an estimated accuracy of +/- 6 seconds.
 NE0940
 NE0940.The orthometric height was determined by differential leveling
 NE0940.and adjusted by the National Geodetic Survey in June 1991..
 NE0940
 NE0940.The geoid height was determined by GEOID03.
 NE0940
 NE0940.The dynamic height is computed by dividing the NAVD 88
 NE0940.geopotential number by the normal gravity value computed on the
 NE0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0940.degrees latitude (g = 980.6199 gals.).
 NE0940
 NE0940.The modeled gravity was interpolated from observed gravity values.
 NE0940
 NE0940;                    North         East    Units  Estimated Accuracy
 NE0940;SPC MI S     -   144,870.    4,154,590.      MT  (+/- 180 meters Scaled)
 NE0940
 NE0940                          SUPERSEDED SURVEY CONTROL
 NE0940
 NE0940  NGVD 29 (??/??/??)  181.911  (m)          596.82   (f) ADJUSTED    1 2
 NE0940
 NE0940.Superseded values are not recommended for survey control.
 NE0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0940.See file dsdata.txt to determine how the superseded data were derived.
 NE0940
 NE0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH792383(NAD 83)
 NE0940_MARKER: DB = BENCH MARK DISK
 NE0940_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 NE0940_SP_SET: CONCRETE FOUNDATION
 NE0940_STAMPING: G 237 1980
 NE0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0940+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0940
 NE0940  HISTORY     - Date     Condition        Report By
 NE0940  HISTORY     - 1980     MONUMENTED       NGS
 NE0940  HISTORY     - 1983     GOOD             USPSQD
 NE0940  HISTORY     - 19990605 GOOD             USPSQD
 NE0940  HISTORY     - 20050410 GOOD             USPSQD
 NE0940
 NE0940                          STATION DESCRIPTION
 NE0940
 NE0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0940'3.8 KM SSE FROM ST CLAIR.
 NE0940'3.8 KILOMETERS (2.35 MILES) SOUTH ALONG STATE HIGHWAY 29 FROM THE
 NE0940'OPERATIONS HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER PINE RIVER IN
 NE0940'ST CLAIR OPPOSITE  THE JUNCTION OF PUTTYGUT ROAD, SET HORIZONTALLY
 NE0940'IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATIONS OF THE SOUTHEAST
 NE0940'LEG OF HIGH TENSION MAST NEARESY THE EAST BANK OF THE ST CLAIR RIVER
 NE0940'FOR A HIGH TENSION POWER LINE CROSSING JUST NORTH OF THE RIVER CLUB
 NE0940'CONDOMINIUMS, 1.0 METER (3.3 FEET) NORTH OF THE SOUTH FACE OF THE
 NE0940'CONCRETE FOUNDATION, AND 0.95 METER (3.15 FEET ) WEST OF THE EAST
 NE0940'FACE OF THE CONCRETE FOUNDATION.
 NE0940'THE MARK IS 0.5 M ABOVE GROUND.
 NE0940
 NE0940                          STATION RECOVERY (1983)
 NE0940
 NE0940'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0940'2.35 MILES SOUTH ALONG HIGHWAY M 29 FROM THE OPERATIONS HOUSE OF THE
 NE0940'HIGHWAY 29 DRAWBRIDGE OVER THE PINE RIVER AT ST. CLAIR, OPPOSITE THE
 NE0940'JUNCTION OF PUTTYGUT ROAD, SET HORIZONTALLY IN THE SOUTHEAST CORNER
 NE0940'OF THE CONCRETE FOUNDATIONS OF THE SOUTHEAST LEG OF HIGH TENSION MAST
 NE0940'NEAREST THE WESTBANK OF THE ST. CLAIR RIVER, JUST NORTH OF THE RIVER
 NE0940'CLUB CONCOMINIMUMS--3.3 FEET NORTH OF THE SOUTH FACE OF THE CONCRETE
 NE0940'FOUNDATION 0.5 METERS ABOVE GROUND. 0.5 METERS ABOVE GROUND.
 NE0940
 NE0940                          STATION RECOVERY (1999)
 NE0940
 NE0940'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0940'RECOVERED IN GOOD CONDITION.
 NE0940
 NE0940                          STATION RECOVERY (2005)
 NE0940
 NE0940'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0613 ***********************************************************************
 OJ0613  DESIGNATION -  G 238
 OJ0613  PID         -  OJ0613
 OJ0613  STATE/COUNTY-  MI/SANILAC
 OJ0613  USGS QUAD   -  CROSWELL (1976)
 OJ0613
 OJ0613                         *CURRENT SURVEY CONTROL
 OJ0613  ___________________________________________________________________
 OJ0613* NAD 83(1986)-  43 21 16.     (N)    082 32 25.     (W)     SCALED    
 OJ0613* NAVD 88     -       191.956  (meters)     629.78   (feet)  ADJUSTED  
 OJ0613  ___________________________________________________________________
 OJ0613  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0613  DYNAMIC HT  -         191.918 (meters)     629.65  (feet)  COMP
 OJ0613  MODELED GRAV-     980,417.6   (mgal)                       NAVD 88
 OJ0613
 OJ0613  VERT ORDER  -  FIRST     CLASS II
 OJ0613
 OJ0613.The horizontal coordinates were scaled from a topographic map and have
 OJ0613.an estimated accuracy of +/- 6 seconds.
 OJ0613
 OJ0613.The orthometric height was determined by differential leveling
 OJ0613.and adjusted by the National Geodetic Survey in June 1991..
 OJ0613
 OJ0613.The geoid height was determined by GEOID03.
 OJ0613
 OJ0613.The dynamic height is computed by dividing the NAVD 88
 OJ0613.geopotential number by the normal gravity value computed on the
 OJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0613.degrees latitude (g = 980.6199 gals.).
 OJ0613
 OJ0613.The modeled gravity was interpolated from observed gravity values.
 OJ0613
 OJ0613;                    North         East    Units  Estimated Accuracy
 OJ0613;SPC MI S     -   207,600.    4,148,050.      MT  (+/- 180 meters Scaled)
 OJ0613
 OJ0613                          SUPERSEDED SURVEY CONTROL
 OJ0613
 OJ0613  NGVD 29 (??/??/??)  192.079  (m)          630.18   (f) ADJUSTED    1 2
 OJ0613
 OJ0613.Superseded values are not recommended for survey control.
 OJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0613.See file dsdata.txt to determine how the superseded data were derived.
 OJ0613
 OJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ751013(NAD 83)
 OJ0613_MARKER: I = METAL ROD
 OJ0613_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0613_SP_SET: STAINLESS STEEL ROD
 OJ0613_STAMPING: G 238 1980
 OJ0613_PROJECTION: FLUSH
 OJ0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0613_ROD/PIPE-DEPTH: 3.9  meters
 OJ0613
 OJ0613  HISTORY     - Date     Condition        Report By
 OJ0613  HISTORY     - 1980     MONUMENTED       NGS
 OJ0613  HISTORY     - 19940728 GOOD             USPSQD
 OJ0613
 OJ0613                          STATION DESCRIPTION
 OJ0613
 OJ0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0613'8.8 KM SOUTH FROM PORT SANILAC.
 OJ0613'8.8 KILOMETERS (5.5 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0613'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, OR 10.0 KILOMETERS
 OJ0613'(6.2 MILES) NORTH ALONG STATE HIGHWAY FROM THE JUNCTION OF HURON
 OJ0613'AVENUE IN LEXINGTON, TO THE ENTRANCE DRIVE OF THE OFFICE OF
 OJ0613'MAXWELL COTTAGES ON THE EAST SIDE OF THE HIGHWAY NUMBER 2625, SET
 OJ0613'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE. 39.6 METERS
 OJ0613'(130 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 10.67 METERS
 OJ0613'(35.0 FEET) SOUTH OF THE CENTER OF THE DRIVE, 7.3 METERS (23.95
 OJ0613'FEET) WEST OF THE WEST EDGE OF THE SIDEWALK, 2.0 METERS (6.55 FEET)
 OJ0613'NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE.
 OJ0613'THE MARK IS 0.1 M BELOW GROUND.
 OJ0613
 OJ0613                          STATION RECOVERY (1994)
 OJ0613
 OJ0613'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0641 ***********************************************************************
 OJ0641  DESIGNATION -  G 239
 OJ0641  PID         -  OJ0641
 OJ0641  STATE/COUNTY-  MI/HURON
 OJ0641  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0641
 OJ0641                         *CURRENT SURVEY CONTROL
 OJ0641  ___________________________________________________________________
 OJ0641* NAD 83(1986)-  43 48 58.     (N)    082 38 03.     (W)     SCALED    
 OJ0641* NAVD 88     -       185.572  (meters)     608.83   (feet)  ADJUSTED  
 OJ0641  ___________________________________________________________________
 OJ0641  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0641  DYNAMIC HT  -         185.541 (meters)     608.73  (feet)  COMP
 OJ0641  MODELED GRAV-     980,444.4   (mgal)                       NAVD 88
 OJ0641
 OJ0641  VERT ORDER  -  FIRST     CLASS II
 OJ0641
 OJ0641.The horizontal coordinates were scaled from a topographic map and have
 OJ0641.an estimated accuracy of +/- 6 seconds.
 OJ0641
 OJ0641.The orthometric height was determined by differential leveling
 OJ0641.and adjusted by the National Geodetic Survey in June 1991..
 OJ0641
 OJ0641.The geoid height was determined by GEOID03.
 OJ0641
 OJ0641.The dynamic height is computed by dividing the NAVD 88
 OJ0641.geopotential number by the normal gravity value computed on the
 OJ0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0641.degrees latitude (g = 980.6199 gals.).
 OJ0641
 OJ0641.The modeled gravity was interpolated from observed gravity values.
 OJ0641
 OJ0641;                    North         East    Units  Estimated Accuracy
 OJ0641;SPC MI S     -   258,720.    4,139,380.      MT  (+/- 180 meters Scaled)
 OJ0641
 OJ0641                          SUPERSEDED SURVEY CONTROL
 OJ0641
 OJ0641  NGVD 29 (??/??/??)  185.681  (m)          609.19   (f) ADJUSTED    1 2
 OJ0641
 OJ0641.Superseded values are not recommended for survey control.
 OJ0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0641.See file dsdata.txt to determine how the superseded data were derived.
 OJ0641
 OJ0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ685527(NAD 83)
 OJ0641_MARKER: I = METAL ROD
 OJ0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0641_SP_SET: STAINLESS STEEL ROD
 OJ0641_STAMPING: G 239 1980
 OJ0641_PROJECTION: FLUSH
 OJ0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0641_ROD/PIPE-DEPTH: 3.7  meters
 OJ0641
 OJ0641  HISTORY     - Date     Condition        Report By
 OJ0641  HISTORY     - 1980     MONUMENTED       NGS
 OJ0641  HISTORY     - 19991211 GOOD             USPSQD
 OJ0641
 OJ0641                          STATION DESCRIPTION
 OJ0641
 OJ0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0641'3.6 KM SOUTH FROM HARBOR BEACH.
 OJ0641'3.6 KILOMETERS (2.25 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0641'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET EAST OF THE HIGHWAY
 OJ0641'NEAR THE SOUTH CONCRETE GATE POST FOR DRIVE TO HOUSE NUMBER 1299.
 OJ0641'14.5 METERS EAST OF THE CENTER LINE OF THE HIGHWAY, 2.45 METERS
 OJ0641'(8.0 FEET) SOUTH OF THE CENTER OF THE DRIVE, 0.35 METER (1.15 FEET)
 OJ0641'WEST OF THE SOUTH GATE POST. NOTE--SEVERAL ATTEMPTS WERE MADE TO
 OJ0641'DRIVE THE ROD, REFUSAL AT 3.7 METERS.
 OJ0641'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 OJ0641'THE MARK IS 0.1 M BELOW GROUND.
 OJ0641
 OJ0641                          STATION RECOVERY (1999)
 OJ0641
 OJ0641'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0068 ***********************************************************************
 NG0068  DESIGNATION -  G 24
 NG0068  PID         -  NG0068
 NG0068  STATE/COUNTY-  MI/BERRIEN
 NG0068  USGS QUAD   -  COLOMA (1978)
 NG0068
 NG0068                         *CURRENT SURVEY CONTROL
 NG0068  ___________________________________________________________________
 NG0068* NAD 83(1986)-  42 11 20.     (N)    086 18 27.     (W)     SCALED    
 NG0068* NAVD 88     -       197.592  (meters)     648.27   (feet)  ADJUSTED  
 NG0068  ___________________________________________________________________
 NG0068  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NG0068  DYNAMIC HT  -         197.529 (meters)     648.06  (feet)  COMP
 NG0068  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 NG0068
 NG0068  VERT ORDER  -  FIRST     CLASS II
 NG0068
 NG0068.The horizontal coordinates were scaled from a topographic map and have
 NG0068.an estimated accuracy of +/- 6 seconds.
 NG0068
 NG0068.The orthometric height was determined by differential leveling
 NG0068.and adjusted by the National Geodetic Survey in June 1991..
 NG0068
 NG0068.The geoid height was determined by GEOID03.
 NG0068
 NG0068.The dynamic height is computed by dividing the NAVD 88
 NG0068.geopotential number by the normal gravity value computed on the
 NG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0068.degrees latitude (g = 980.6199 gals.).
 NG0068
 NG0068.The modeled gravity was interpolated from observed gravity values.
 NG0068
 NG0068;                    North         East    Units  Estimated Accuracy
 NG0068;SPC MI S     -    78,370.    3,839,690.      MT  (+/- 180 meters Scaled)
 NG0068
 NG0068                          SUPERSEDED SURVEY CONTROL
 NG0068
 NG0068  NGVD 29 (??/??/92)  197.734  (m)          648.73   (f) ADJ UNCH    1 2
 NG0068
 NG0068.Superseded values are not recommended for survey control.
 NG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0068.See file dsdata.txt to determine how the superseded data were derived.
 NG0068
 NG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM571709(NAD 83)
 NG0068_MARKER: DB = BENCH MARK DISK
 NG0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0068_STAMPING: 648.732 G 24 1930
 NG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0068+STABILITY: SURFACE MOTION
 NG0068
 NG0068  HISTORY     - Date     Condition        Report By
 NG0068  HISTORY     - 1930     MONUMENTED       CGS
 NG0068  HISTORY     - 1934     GOOD             NGS
 NG0068  HISTORY     - 1958     GOOD             USGS
 NG0068  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0068
 NG0068                          STATION DESCRIPTION
 NG0068
 NG0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0068'IN COLOMA.
 NG0068'AT COLOMA, BERRIEN COUNTY, 29.5 FEET EAST OF THE EAST END OF
 NG0068'THE PERE MARQUETTE RAILWAY STATION, AND 27.1 FEET NORTH OF
 NG0068'THE NORTH RAIL.  A STANDARD DISK, STAMPED 648.732 G 24 1930
 NG0068'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES
 NG0068'ABOVE GROUND.  NOTE-- THE PERE MARQUETTE RAILWAY HAD BEEN
 NG0068'PURCHASED BY THE CHESAPEAKE AND OHIO RAILWAY.
 NG0068
 NG0068                          STATION RECOVERY (1958)
 NG0068
 NG0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 NG0068'RECOVERED IN GOOD CONDITION.
 NG0068
 NG0068                          STATION RECOVERY (1985)
 NG0068
 NG0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0016 ***********************************************************************
 NG0016  DESIGNATION -  G 25
 NG0016  PID         -  NG0016
 NG0016  STATE/COUNTY-  MI/OTTAWA
 NG0016  USGS QUAD   -  PORT SHELDON (1980)
 NG0016
 NG0016                         *CURRENT SURVEY CONTROL
 NG0016  ___________________________________________________________________
 NG0016* NAD 83(1986)-  42 55 20.     (N)    086 08 53.     (W)     SCALED    
 NG0016* NAVD 88     -       187.335  (meters)     614.61   (feet)  ADJUSTED  
 NG0016  ___________________________________________________________________
 NG0016  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NG0016  DYNAMIC HT  -         187.292 (meters)     614.47  (feet)  COMP
 NG0016  MODELED GRAV-     980,385.8   (mgal)                       NAVD 88
 NG0016
 NG0016  VERT ORDER  -  FIRST     CLASS II
 NG0016
 NG0016.The horizontal coordinates were scaled from a topographic map and have
 NG0016.an estimated accuracy of +/- 6 seconds.
 NG0016
 NG0016.The orthometric height was determined by differential leveling
 NG0016.and adjusted by the National Geodetic Survey in June 1991..
 NG0016.WARNING-Repeat measurements at this control monument indicate possible
 NG0016.vertical movement.
 NG0016
 NG0016.The geoid height was determined by GEOID03.
 NG0016
 NG0016.The dynamic height is computed by dividing the NAVD 88
 NG0016.geopotential number by the normal gravity value computed on the
 NG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0016.degrees latitude (g = 980.6199 gals.).
 NG0016
 NG0016.The modeled gravity was interpolated from observed gravity values.
 NG0016
 NG0016;                    North         East    Units  Estimated Accuracy
 NG0016;SPC MI S     -   159,520.    3,854,590.      MT  (+/- 180 meters Scaled)
 NG0016
 NG0016                          SUPERSEDED SURVEY CONTROL
 NG0016
 NG0016  NGVD 29 (??/??/92)  187.489  (m)          615.12   (f) ADJ UNCH    1 2
 NG0016
 NG0016.Superseded values are not recommended for survey control.
 NG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0016.See file dsdata.txt to determine how the superseded data were derived.
 NG0016
 NG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN695525(NAD 83)
 NG0016_MARKER: DB = BENCH MARK DISK
 NG0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0016_STAMPING: 615.120 G 25 1930
 NG0016_MARK LOGO: CGS   
 NG0016_PROJECTION: PROJECTING 15 CENTIMETERS
 NG0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0016+STABILITY: SURFACE MOTION
 NG0016
 NG0016  HISTORY     - Date     Condition        Report By
 NG0016  HISTORY     - 1930     MONUMENTED       CGS
 NG0016  HISTORY     - 1934     GOOD             NGS
 NG0016  HISTORY     - 1983     GOOD             USPSQD
 NG0016  HISTORY     - 1984     GOOD             NGS
 NG0016  HISTORY     - 1988     GOOD             USPSQD
 NG0016  HISTORY     - 19971101 GOOD             USPSQD
 NG0016  HISTORY     - 20041202 GOOD             INDIV
 NG0016
 NG0016                          STATION DESCRIPTION
 NG0016
 NG0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0016'IN WEST OLIVE.
 NG0016'AT WEST OLIVE, OTTAWA COUNTY, 6-1/2 RAILS NORTH OF THE NORTH END
 NG0016'OF THE PERE MARQUETTE RAILWAY STATION, 4 RAILS SOUTH OF MILEPOST
 NG0016'P 66, 25.5 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND IN
 NG0016'LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED 615.120 G 25
 NG0016'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
 NG0016'ABOVE GROUND.
 NG0016
 NG0016                          STATION RECOVERY (1983)
 NG0016
 NG0016'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0016'RAILWAY STATION NO LONGER EXISTS. WLEDED 1 PIECE RAILS ARE NOW IN
 NG0016'PLACE. DESC. 6 FT. SOUTH OF FOURTH TELEPHONE POLE NORTH OF CROSWELL
 NG0016'ST.
 NG0016
 NG0016                          STATION RECOVERY (1984)
 NG0016
 NG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0016'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM
 NG0016'(0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN GRAND
 NG0016'HAVEN, THENCE 14.5 KM (9.0 MI) SOUTH ALONG U.S. HIGHWAY 31, AT THE
 NG0016'CROSSING OF CROSWELL STREET, SET ABOUT 0.2 KM (0.1 MI) NORTH OF THE
 NG0016'CROSSROAD OF CROSWELL STREET, 35.90 METERS (117.8 FT) WEST-SOUTHWEST
 NG0016'OF THE CENTERLINE OF THE HIGHWAY, 41.23 METERS (135.3 FT)
 NG0016'SOUTH-SOUTHEAST OF A METAL PIPE AT A SWITCH IN THE TRACKS, 7.74 METERS
 NG0016'(25.4 FT) EAST-NORTHEAST OF THE EAST RAIL OF THE MAIN TRACK, AND
 NG0016'2.04 METERS (6.7 FT) SOUTH-SOUTHEAST OF A TELEGRAPH POLE.
 NG0016'THE MARK IS 0.36 METERS  ENE FROM A WITNESS POST.
 NG0016'THE MARK IS 0.3 M BELOW TRACKS.
 NG0016
 NG0016                          STATION RECOVERY (1988)
 NG0016
 NG0016'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0016'RECOVERED IN GOOD CONDITION.
 NG0016
 NG0016                          STATION RECOVERY (1997)
 NG0016
 NG0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 NG0016'RECOVERED IN GOOD CONDITION.
 NG0016
 NG0016                          STATION RECOVERY (2004)
 NG0016
 NG0016'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0006 ***********************************************************************
 OL0006  DESIGNATION -  G 26
 OL0006  PID         -  OL0006
 OL0006  STATE/COUNTY-  MI/OCEANA
 OL0006  USGS QUAD   -  
 OL0006
 OL0006                         *CURRENT SURVEY CONTROL
 OL0006  ___________________________________________________________________
 OL0006* NAD 83(1986)-  43 46 46.     (N)    086 26 13.     (W)     SCALED    
 OL0006* NAVD 88     -       179.412  (meters)     588.62   (feet)  ADJUSTED  
 OL0006  ___________________________________________________________________
 OL0006  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 OL0006  DYNAMIC HT  -         179.378 (meters)     588.51  (feet)  COMP
 OL0006  MODELED GRAV-     980,426.2   (mgal)                       NAVD 88
 OL0006
 OL0006  VERT ORDER  -  FIRST     CLASS II
 OL0006
 OL0006.The horizontal coordinates were scaled from a topographic map and have
 OL0006.an estimated accuracy of +/- 6 seconds.
 OL0006
 OL0006.The orthometric height was determined by differential leveling
 OL0006.and adjusted by the National Geodetic Survey in June 1991..
 OL0006
 OL0006.The geoid height was determined by GEOID03.
 OL0006
 OL0006.The dynamic height is computed by dividing the NAVD 88
 OL0006.geopotential number by the normal gravity value computed on the
 OL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0006.degrees latitude (g = 980.6199 gals.).
 OL0006
 OL0006.The modeled gravity was interpolated from observed gravity values.
 OL0006
 OL0006;                    North         East    Units  Estimated Accuracy
 OL0006;SPC MI S     -   255,260.    3,833,350.      MT  (+/- 180 meters Scaled)
 OL0006
 OL0006                          SUPERSEDED SURVEY CONTROL
 OL0006
 OL0006  NGVD 29 (??/??/92)  179.515  (m)          588.96   (f) ADJ UNCH    1 2
 OL0006
 OL0006.Superseded values are not recommended for survey control.
 OL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0006.See file dsdata.txt to determine how the superseded data were derived.
 OL0006
 OL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP453475(NAD 83)
 OL0006_MARKER: DB = BENCH MARK DISK
 OL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0006_STAMPING: 588.959 G 26 1930
 OL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0006+STABILITY: SURFACE MOTION
 OL0006
 OL0006  HISTORY     - Date     Condition        Report By
 OL0006  HISTORY     - 1930     MONUMENTED       CGS
 OL0006  HISTORY     - 1934     GOOD             NGS
 OL0006  HISTORY     - 1967     GOOD             NGS
 OL0006  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0006  HISTORY     - 19940821 MARK NOT FOUND   USPSQD
 OL0006  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0006  HISTORY     - 20030720 MARK NOT FOUND   USPSQD
 OL0006
 OL0006                          STATION DESCRIPTION
 OL0006
 OL0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0006'AT PENTWATER.
 OL0006'AT PENTWATER, OCEANA COUNTY, 1/4 MILE WEST OF THE POST OFFICE,
 OL0006'NEAR THE FORMER LOCATION OF THE CHESAPEAKE AND OHIO RAILWAY
 OL0006'STATION, 32 YARDS SOUTH OF THE BRIDGE STREET BRIDGE OVER A CANAL,
 OL0006'12 YARDS EAST OF THE CENTERLINE OF THE STREET, AND NEAR A POLE.
 OL0006'A STANDARD DISK, STAMPED 588.959 G 26 1930 AND SET IN THE TOP
 OL0006'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 OL0006'NOTE-- THE BRIDGE HAS BEEN TORN DOWN BUT THE ABUTMENTS ARE STILL
 OL0006'IN PLACE.  THE MARK IS 30 FEET WEST OF THE WATER EDGE, 7 FEET
 OL0006'SOUTH OF A POWER POLE, 1 FOOT SOUTHEAST OF A METAL WITNESS POST
 OL0006'AT THE EAST SIDE AND END OF A GRADED DRIVE, AND PROJECTS 3 INCHES.
 OL0006
 OL0006                          STATION RECOVERY (1967)
 OL0006
 OL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OL0006'RECOVERED IN GOOD CONDITION.
 OL0006
 OL0006                          STATION RECOVERY (1984)
 OL0006
 OL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0006'SEARCHED FOR AND NOT RECOVERED THIS DATE, BRIDGE TORN OUT AND ASSUMED
 OL0006'DESTROYED BY BULLDOZER.
 OL0006
 OL0006                          STATION RECOVERY (1994)
 OL0006
 OL0006'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0006'MARK NOT FOUND.
 OL0006
 OL0006                          STATION RECOVERY (2001)
 OL0006
 OL0006'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0006'MARK NOT FOUND.
 OL0006
 OL0006                          STATION RECOVERY (2003)
 OL0006
 OL0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (DS)
 OL0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0037 ***********************************************************************
 PM0037  DESIGNATION -  G 27
 PM0037  PID         -  PM0037
 PM0037  STATE/COUNTY-  MI/MANISTEE
 PM0037  USGS QUAD   -  MILLERTON (1987)
 PM0037
 PM0037                         *CURRENT SURVEY CONTROL
 PM0037  ___________________________________________________________________
 PM0037* NAD 83(1986)-  44 22 28.     (N)    086 00 43.     (W)     SCALED    
 PM0037* NAVD 88     -       227.921  (meters)     747.77   (feet)  ADJUSTED  
 PM0037  ___________________________________________________________________
 PM0037  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 PM0037  DYNAMIC HT  -         227.893 (meters)     747.68  (feet)  COMP
 PM0037  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PM0037
 PM0037  VERT ORDER  -  FIRST     CLASS II
 PM0037
 PM0037.The horizontal coordinates were scaled from a topographic map and have
 PM0037.an estimated accuracy of +/- 6 seconds.
 PM0037
 PM0037.The orthometric height was determined by differential leveling
 PM0037.and adjusted by the National Geodetic Survey in June 1991..
 PM0037
 PM0037.The geoid height was determined by GEOID03.
 PM0037
 PM0037.The dynamic height is computed by dividing the NAVD 88
 PM0037.geopotential number by the normal gravity value computed on the
 PM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0037.degrees latitude (g = 980.6199 gals.).
 PM0037
 PM0037.The modeled gravity was interpolated from observed gravity values.
 PM0037
 PM0037;                    North         East    Units  Estimated Accuracy
 PM0037;SPC MI C     -   118,870.    5,868,890.      MT  (+/- 180 meters Scaled)
 PM0037
 PM0037                          SUPERSEDED SURVEY CONTROL
 PM0037
 PM0037  NGVD 29 (??/??/92)  228.015  (m)          748.08   (f) ADJ UNCH    1 2
 PM0037
 PM0037.Superseded values are not recommended for survey control.
 PM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0037.See file dsdata.txt to determine how the superseded data were derived.
 PM0037
 PM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ787139(NAD 83)
 PM0037_MARKER: DB = BENCH MARK DISK
 PM0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PM0037_SP_SET: WALL
 PM0037_STAMPING: 748.079 G 27 1930
 PM0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0037
 PM0037  HISTORY     - Date     Condition        Report By
 PM0037  HISTORY     - 1930     MONUMENTED       CGS
 PM0037  HISTORY     - 1934     GOOD             NGS
 PM0037  HISTORY     - 1984     MARK NOT FOUND   NGS
 PM0037  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0037  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 PM0037
 PM0037                          STATION DESCRIPTION
 PM0037
 PM0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PM0037'AT KALEVA.
 PM0037'AT KALEVA, MANISTEE COUNTY, IN THE WEST WALL OF THE STATION
 PM0037'USED JOINTLY BY THE C AND O RAILWAY AND THE MANISTEE AND
 PM0037'NORTHEASTERN RAILROAD, 2 FEET NORTH OF THE DOOR TO THE EXPRESS
 PM0037'ROOM, AND 2.5 FEET HIGHER THAN THE GROUND.  A STANDARD DISK,
 PM0037'STAMPED 748.079 G 27 1930 AND SET VERTICALLY.
 PM0037
 PM0037                          STATION RECOVERY (1984)
 PM0037
 PM0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0037'NOT RECOVERED, DISK APPEARS TO HAVE BEEN REMOVED FROM THE RAILROAD
 PM0037'STATION WALL, PRESUMED DESTROYED.
 PM0037
 PM0037                          STATION RECOVERY (2001)
 PM0037
 PM0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0037
 PM0037                          STATION RECOVERY (2003)
 PM0037
 PM0037'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0161 ***********************************************************************
 PL0161  DESIGNATION -  G 28
 PL0161  PID         -  PL0161
 PL0161  STATE/COUNTY-  MI/CRAWFORD
 PL0161  USGS QUAD   -  GRAYLING (1950)
 PL0161
 PL0161                         *CURRENT SURVEY CONTROL
 PL0161  ___________________________________________________________________
 PL0161* NAD 83(1986)-  44 37 32.     (N)    084 41 27.     (W)     SCALED    
 PL0161* NAVD 88     -       369.684  (meters)    1212.87   (feet)  ADJUSTED  
 PL0161  ___________________________________________________________________
 PL0161  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 PL0161  DYNAMIC HT  -         369.631 (meters)    1212.70  (feet)  COMP
 PL0161  MODELED GRAV-     980,464.1   (mgal)                       NAVD 88
 PL0161
 PL0161  VERT ORDER  -  FIRST     CLASS II
 PL0161
 PL0161.The horizontal coordinates were scaled from a topographic map and have
 PL0161.an estimated accuracy of +/- 6 seconds.
 PL0161
 PL0161.The orthometric height was determined by differential leveling
 PL0161.and adjusted by the National Geodetic Survey in June 1991..
 PL0161
 PL0161.The geoid height was determined by GEOID03.
 PL0161
 PL0161.The dynamic height is computed by dividing the NAVD 88
 PL0161.geopotential number by the normal gravity value computed on the
 PL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0161.degrees latitude (g = 980.6199 gals.).
 PL0161
 PL0161.The modeled gravity was interpolated from observed gravity values.
 PL0161
 PL0161;                    North         East    Units  Estimated Accuracy
 PL0161;SPC MI C     -   145,500.    5,974,280.      MT  (+/- 180 meters Scaled)
 PL0161
 PL0161                          SUPERSEDED SURVEY CONTROL
 PL0161
 PL0161  NGVD 29 (??/??/92)  369.781  (m)         1213.19   (f) ADJ UNCH    1 2
 PL0161
 PL0161.Superseded values are not recommended for survey control.
 PL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0161.See file dsdata.txt to determine how the superseded data were derived.
 PL0161
 PL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ831439(NAD 83)
 PL0161_MARKER: DB = BENCH MARK DISK
 PL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0161_STAMPING: ELEV 1213.190 FT G 28 1930
 PL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0161+STABILITY: SURFACE MOTION
 PL0161
 PL0161  HISTORY     - Date     Condition        Report By
 PL0161  HISTORY     - 1930     MONUMENTED       CGS
 PL0161  HISTORY     - 1949     GOOD             NGS
 PL0161  HISTORY     - 1976     GOOD             NGS
 PL0161
 PL0161                          STATION DESCRIPTION
 PL0161
 PL0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0161'3 MI S FROM GRAYLING.
 PL0161'3.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0161'GRAYLING, CRAWFORD COUNTY, DIRECTLY ACROSS THE TRACK FROM
 PL0161'MILEPOST BC 89-M 93, AND 2 FEET WEST OF THE WEST RIGHT-OF-WAY
 PL0161'FENCE.  A STANDARD DISK, STAMPED ELEV. 1213.190 FT. G 28 1930
 PL0161'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 PL0161'GROUND.  NOTE-- THIS BENCH MARK IS NOT ON THE RAILROAD
 PL0161'RIGHT-OF-WAY.
 PL0161
 PL0161                          STATION RECOVERY (1976)
 PL0161
 PL0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0161'0.5 MILE EAST ON STATE HIGHWAY 72 FROM ITS JUNCTION WITH OLD HIGHWAY
 PL0161'27 IN GRAYLING THEN SOUTH ON ROAD FOR 0.5 MILE TO RAILROAD THEN
 PL0161'SOUTHEAST ALONG NORTHEAST SIDE OF RAILROAD ON TRACK ROAD THEN BEARING
 PL0161'SOUTHWEST FOR 2.7 MILE, ACROSS TRACK AND NORTHEAST OF MILE POST BC 89
 PL0161'AND 2 FEET WEST OF THE RIGHT OF WAY AND 4.5 FEET NORTH OF RIGHT OF
 PL0161'WAY MARKER, RAILROAD IS NEW YORK CENTRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0393 ***********************************************************************
 OJ0393  DESIGNATION -  G 29
 OJ0393  PID         -  OJ0393
 OJ0393  STATE/COUNTY-  MI/BAY
 OJ0393  USGS QUAD   -  PINCONNING (1973)
 OJ0393
 OJ0393                         *CURRENT SURVEY CONTROL
 OJ0393  ___________________________________________________________________
 OJ0393* NAD 83(1986)-  43 51 32.     (N)    083 57 46.     (W)     SCALED    
 OJ0393* NAVD 88     -       181.940  (meters)     596.91   (feet)  ADJUSTED  
 OJ0393  ___________________________________________________________________
 OJ0393  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0393  DYNAMIC HT  -         181.907 (meters)     596.81  (feet)  COMP
 OJ0393  MODELED GRAV-     980,437.8   (mgal)                       NAVD 88
 OJ0393
 OJ0393  VERT ORDER  -  FIRST     CLASS II
 OJ0393
 OJ0393.The horizontal coordinates were scaled from a topographic map and have
 OJ0393.an estimated accuracy of +/- 6 seconds.
 OJ0393
 OJ0393.The orthometric height was determined by differential leveling
 OJ0393.and adjusted by the National Geodetic Survey in June 1991..
 OJ0393
 OJ0393.The geoid height was determined by GEOID03.
 OJ0393
 OJ0393.The dynamic height is computed by dividing the NAVD 88
 OJ0393.geopotential number by the normal gravity value computed on the
 OJ0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0393.degrees latitude (g = 980.6199 gals.).
 OJ0393
 OJ0393.The modeled gravity was interpolated from observed gravity values.
 OJ0393
 OJ0393;                    North         East    Units  Estimated Accuracy
 OJ0393;SPC MI S     -   262,110.    4,032,470.      MT  (+/- 180 meters Scaled)
 OJ0393
 OJ0393                          SUPERSEDED SURVEY CONTROL
 OJ0393
 OJ0393  NGVD 29 (??/??/92)  182.129  (m)          597.53   (f) ADJ UNCH    1 2
 OJ0393
 OJ0393.Superseded values are not recommended for survey control.
 OJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0393.See file dsdata.txt to determine how the superseded data were derived.
 OJ0393
 OJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ618604(NAD 83)
 OJ0393_MARKER: DB = BENCH MARK DISK
 OJ0393_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OJ0393_STAMPING: 597.535 G 29 1930
 OJ0393_MARK LOGO: CGS   
 OJ0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0393
 OJ0393  HISTORY     - Date     Condition        Report By
 OJ0393  HISTORY     - 1930     MONUMENTED       CGS
 OJ0393  HISTORY     - 1934     GOOD             NGS
 OJ0393  HISTORY     - 1983     GOOD             NGS
 OJ0393  HISTORY     - 19970824 GOOD             USPSQD
 OJ0393
 OJ0393                          STATION DESCRIPTION
 OJ0393
 OJ0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0393'IN PINCONNING.
 OJ0393'AT THE NORTH EDGE OF PINCONNING, BAY COUNTY, ON THE MICHIGAN
 OJ0393'CENTRAL RAILROAD, IMMEDIATELY NORTH OF THE JUNCTION OF RAILROAD
 OJ0393'SECTIONS 4 AND 5, AT THE CONCRETE BRIDGE OVER PINCONNING RIVER,
 OJ0393'AND IN THE TOP OF THE SOUTH END OF THE WEST WALL.  A STANDARD
 OJ0393'DISK, STAMPED 597.535 G 29 1930.
 OJ0393
 OJ0393                          STATION RECOVERY (1983)
 OJ0393
 OJ0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0393'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD STATION IS GONE,
 OJ0393'LOCATED ABOUT 0.24 KM (0.15 MI) NORTH ALONG THE DETROIT AND MACKINAC
 OJ0393'RAILROAD FROM SECOND STREET CROSSING.
 OJ0393'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 OJ0393
 OJ0393                          STATION RECOVERY (1997)
 OJ0393
 OJ0393'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0458 ***********************************************************************
 RJ0458  DESIGNATION -  G 290
 RJ0458  PID         -  RJ0458
 RJ0458  STATE/COUNTY-  MI/MACKINAC
 RJ0458  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0458
 RJ0458                         *CURRENT SURVEY CONTROL
 RJ0458  ___________________________________________________________________
 RJ0458* NAD 83(1986)-  46 03 49.     (N)    085 46 25.     (W)     SCALED    
 RJ0458* NAVD 88     -       225.632  (meters)     740.26   (feet)  ADJUSTED  
 RJ0458  ___________________________________________________________________
 RJ0458  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RJ0458  DYNAMIC HT  -         225.644 (meters)     740.30  (feet)  COMP
 RJ0458  MODELED GRAV-     980,661.0   (mgal)                       NAVD 88
 RJ0458
 RJ0458  VERT ORDER  -  FIRST     CLASS 0
 RJ0458
 RJ0458.The horizontal coordinates were scaled from a topographic map and have
 RJ0458.an estimated accuracy of +/- 6 seconds.
 RJ0458
 RJ0458.The orthometric height was determined by differential leveling
 RJ0458.and adjusted by the National Geodetic Survey in June 1991..
 RJ0458
 RJ0458.The geoid height was determined by GEOID03.
 RJ0458
 RJ0458.The dynamic height is computed by dividing the NAVD 88
 RJ0458.geopotential number by the normal gravity value computed on the
 RJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0458.degrees latitude (g = 980.6199 gals.).
 RJ0458
 RJ0458.The modeled gravity was interpolated from observed gravity values.
 RJ0458
 RJ0458;                    North         East    Units  Estimated Accuracy
 RJ0458;SPC MI N     -   143,030.    8,094,880.      MT  (+/- 180 meters Scaled)
 RJ0458
 RJ0458                          SUPERSEDED SURVEY CONTROL
 RJ0458
 RJ0458  NGVD 29 (??/??/92)  225.604  (m)          740.17   (f) ADJ UNCH    1 0
 RJ0458
 RJ0458.Superseded values are not recommended for survey control.
 RJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0458.See file dsdata.txt to determine how the superseded data were derived.
 RJ0458
 RJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES948018(NAD 83)
 RJ0458_MARKER: DB = BENCH MARK DISK
 RJ0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0458_SP_SET: CONCRETE BASE
 RJ0458_STAMPING: G 290 1938
 RJ0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0458
 RJ0458  HISTORY     - Date     Condition        Report By
 RJ0458  HISTORY     - 1938     MONUMENTED       CGS
 RJ0458  HISTORY     - 1972     GOOD             NGS
 RJ0458  HISTORY     - 19950817 GOOD             USPSQD
 RJ0458
 RJ0458                          STATION DESCRIPTION
 RJ0458
 RJ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0458'4.7 MI SW FROM GOULD CITY.
 RJ0458'ABOUT 4.7 MILES SOUTHWEST ALONG THE MINNEAPOLIS, ST PAUL AND
 RJ0458'SAULT STE MARIE RAILROAD FROM THE POST OFFICE AT GOULD CITY,
 RJ0458'245 FEET SOUTHWEST OF THE CENTER OF THE CROSSING OF A PRIVATE
 RJ0458'ROAD, 53 FEET WEST OF THE SOUTHWEST CORNER OF AN ABANDONED
 RJ0458'CONCRETE BLOCK PUMP HOUSE, 51 1/2 FEET NORTH OF AND ACROSS THE
 RJ0458'TRACK FROM THE PIKE LAKE STATION SIGN, 20.2 FEET NORTHWEST OF
 RJ0458'THE NORTHWEST RAIL, ABOUT LEVEL WITH THE TRACK, SET ON THE TOP
 RJ0458'OF THE SOUTHEAST SIDE OF A 9-BY-9-FOOT ABANDONED CONCRETE BASE
 RJ0458'OF FOUNDATION FOR FORMER WATER TANK, (TANK HAS BEEN REMOVED),
 RJ0458'AND ABOUT 10 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 2, T43N,
 RJ0458'R12W
 RJ0458
 RJ0458                          STATION RECOVERY (1995)
 RJ0458
 RJ0458'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0638 ***********************************************************************
 RJ0638  DESIGNATION -  G 293
 RJ0638  PID         -  RJ0638
 RJ0638  STATE/COUNTY-  MI/CHIPPEWA
 RJ0638  USGS QUAD   -  PICKFORD (1975)
 RJ0638
 RJ0638                         *CURRENT SURVEY CONTROL
 RJ0638  ___________________________________________________________________
 RJ0638* NAD 83(1986)-  46 09 49.     (N)    084 19 16.     (W)     SCALED    
 RJ0638* NAVD 88     -       191.643  (meters)     628.75   (feet)  ADJUSTED  
 RJ0638  ___________________________________________________________________
 RJ0638  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 RJ0638  DYNAMIC HT  -         191.650 (meters)     628.77  (feet)  COMP
 RJ0638  MODELED GRAV-     980,648.3   (mgal)                       NAVD 88
 RJ0638
 RJ0638  VERT ORDER  -  FIRST     CLASS 0
 RJ0638
 RJ0638.The horizontal coordinates were scaled from a topographic map and have
 RJ0638.an estimated accuracy of +/- 6 seconds.
 RJ0638
 RJ0638.The orthometric height was determined by differential leveling
 RJ0638.and adjusted by the National Geodetic Survey in June 1991..
 RJ0638
 RJ0638.The geoid height was determined by GEOID03.
 RJ0638
 RJ0638.The dynamic height is computed by dividing the NAVD 88
 RJ0638.geopotential number by the normal gravity value computed on the
 RJ0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0638.degrees latitude (g = 980.6199 gals.).
 RJ0638
 RJ0638.The modeled gravity was interpolated from observed gravity values.
 RJ0638
 RJ0638;                    North         East    Units  Estimated Accuracy
 RJ0638;SPC MI N     -   156,910.    8,206,840.      MT  (+/- 180 meters Scaled)
 RJ0638
 RJ0638                          SUPERSEDED SURVEY CONTROL
 RJ0638
 RJ0638.No superseded survey control is available for this station.
 RJ0638
 RJ0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068157(NAD 83)
 RJ0638_MARKER: I = METAL ROD
 RJ0638_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0638_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0638_STAMPING: G 293 1983
 RJ0638_MARK LOGO: NGS   
 RJ0638_PROJECTION: FLUSH
 RJ0638_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0638+STABILITY: POSITION/ELEVATION WELL
 RJ0638_ROD/PIPE-DEPTH: 31.1 meters
 RJ0638_SLEEVE-DEPTH  : 6.09 meters
 RJ0638
 RJ0638  HISTORY     - Date     Condition        Report By
 RJ0638  HISTORY     - 1983     MONUMENTED       NGS
 RJ0638
 RJ0638                          STATION DESCRIPTION
 RJ0638
 RJ0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0638'13.8 KM (8.6 MI) NW FROM STALWART.
 RJ0638'5.0 KM (3.1 MI) NORTHWEST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE
 RJ0638'IN STALWART, THENCE 3.45 KM (2.15 MI) NORTH ALONG FAIRVIEW ROAD,
 RJ0638'THENCE 4.8 KM (3.0 MI) WEST ALONG GOGOMAIN ROAD, THENCE 0.55 KM
 RJ0638'(0.35 MI) NORTH ALONG PENNINGTON ROAD, SET IN THE LAWN AT THE
 RJ0638'NORTHWEST CORNER OF THE HOWARD PENNINGTON HOME, ALSO, 13.1 KM (8.1 MI)
 RJ0638'SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU, THENCE
 RJ0638'1.6 KM (1.0 MI) WEST ALONG 22 MILE ROAD, THENCE 2.7 KM (1.7 MI) SOUTH
 RJ0638'ALONG PENNINGTON ROAD, 38.1 METERS (125.0 FT) EAST OF THE CENTER OF
 RJ0638'PENNINGTON ROAD, 11.58 METERS (38.0 FT) NORTH OF THE CENTER OF THE
 RJ0638'DRIVEWAY, 26.0 METERS (85.3 FT) SOUTHEAST OF A TELEPHONE JUNCTION BOX,
 RJ0638'5.33 METERS (17.5 FT) NORTH OF THE CENTER OF THE MAIN DOOR ON THE WEST
 RJ0638'SIDE OF THE HOUSE, 1.83 METERS (6.0 FT) SOUTHWEST OF THE NORTHWEST
 RJ0638'CORNER OF THE HOUSE, AND 1.64 METERS (5.4 FT) WEST OF THE WEST FACE OF
 RJ0638'THE HOUSE.  NOTE, ROD WAS DRIVEN TO REFUSAL.
 RJ0638'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0394 ***********************************************************************
 QK0394  DESIGNATION -  G 294
 QK0394  PID         -  QK0394
 QK0394  STATE/COUNTY-  MI/CHIPPEWA
 QK0394  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0394
 QK0394                         *CURRENT SURVEY CONTROL
 QK0394  ___________________________________________________________________
 QK0394* NAD 83(1986)-  45 59 42.     (N)    084 01 10.     (W)     SCALED    
 QK0394* NAVD 88     -       198.177  (meters)     650.19   (feet)  ADJUSTED  
 QK0394  ___________________________________________________________________
 QK0394  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 QK0394  DYNAMIC HT  -         198.181 (meters)     650.20  (feet)  COMP
 QK0394  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 QK0394
 QK0394  VERT ORDER  -  FIRST     CLASS 0
 QK0394
 QK0394.The horizontal coordinates were scaled from a topographic map and have
 QK0394.an estimated accuracy of +/- 6 seconds.
 QK0394
 QK0394.The orthometric height was determined by differential leveling
 QK0394.and adjusted by the National Geodetic Survey in June 1991..
 QK0394
 QK0394.The geoid height was determined by GEOID03.
 QK0394
 QK0394.The dynamic height is computed by dividing the NAVD 88
 QK0394.geopotential number by the normal gravity value computed on the
 QK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0394.degrees latitude (g = 980.6199 gals.).
 QK0394
 QK0394.The modeled gravity was interpolated from observed gravity values.
 QK0394
 QK0394;                    North         East    Units  Estimated Accuracy
 QK0394;SPC MI N     -   139,010.    8,230,830.      MT  (+/- 180 meters Scaled)
 QK0394
 QK0394                          SUPERSEDED SURVEY CONTROL
 QK0394
 QK0394.No superseded survey control is available for this station.
 QK0394
 QK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR308978(NAD 83)
 QK0394_MARKER: DB = BENCH MARK DISK
 QK0394_SETTING: 66 = SET IN ROCK OUTCROP
 QK0394_SP_SET: ROCK OUTCROP
 QK0394_STAMPING: G 294 1983
 QK0394_MARK LOGO: NGS   
 QK0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0394+STABILITY: POSITION/ELEVATION WELL
 QK0394
 QK0394  HISTORY     - Date     Condition        Report By
 QK0394  HISTORY     - 1983     MONUMENTED       NGS
 QK0394  HISTORY     - 19940728 GOOD             USPSQD
 QK0394  HISTORY     - 20010331 GOOD             NGS
 QK0394
 QK0394                          STATION DESCRIPTION
 QK0394
 QK0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0394'9.9 KM (6.15 MI) WEST FROM DE TOUR VILLAGE.
 QK0394'9.9 KM (6.15 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QK0394'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QK0394'AT A PRIVATE GRAVEL DRIVEWAY LEADING NORTH-NORTHEAST TO THE JEFF HINEY
 QK0394'RESIDENCE, SET IN A FLAT AREA OF BEDROCK, 13.89 METERS (45.6 FT)
 QK0394'NORTH-NORTHEAST OF THE CENTER OF SOUTH CARIBOU DRIVE, 9.66 METERS
 QK0394'(31.7 FT) EAST-SOUTHEAST OF THE CENTER OF THE GRAVEL DRIVEWAY, AND
 QK0394'46.32 METERS (152.0 FT) SOUTHWEST OF POWERLINE POLE NUMBER GT 4 27 23
 QK0394'WITH TRANSFORMER AND TWO GUY WIRES ATTACHED.
 QK0394'THE MARK IS 1.43 METERS  WNW FROM A WITNESS POST.
 QK0394'THE MARK IS 0.6 M BELOW DRIVEWAY.
 QK0394
 QK0394                          STATION RECOVERY (1994)
 QK0394
 QK0394'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0394'RECOVERED IN GOOD CONDITION.
 QK0394
 QK0394                          STATION RECOVERY (2001)
 QK0394
 QK0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0394'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0627 ***********************************************************************
 RJ0627  DESIGNATION -  G 296
 RJ0627  PID         -  RJ0627
 RJ0627  STATE/COUNTY-  MI/CHIPPEWA
 RJ0627  USGS QUAD   -  BARBEAU (1975)
 RJ0627
 RJ0627                         *CURRENT SURVEY CONTROL
 RJ0627  ___________________________________________________________________
 RJ0627* NAD 83(1986)-  46 19 48.     (N)    084 16 50.     (W)     SCALED    
 RJ0627* NAVD 88     -       191.562  (meters)     628.48   (feet)  ADJUSTED  
 RJ0627  ___________________________________________________________________
 RJ0627  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0627  DYNAMIC HT  -         191.572 (meters)     628.52  (feet)  COMP
 RJ0627  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RJ0627
 RJ0627  VERT ORDER  -  FIRST     CLASS 0
 RJ0627
 RJ0627.The horizontal coordinates were scaled from a topographic map and have
 RJ0627.an estimated accuracy of +/- 6 seconds.
 RJ0627
 RJ0627.The orthometric height was determined by differential leveling
 RJ0627.and adjusted by the National Geodetic Survey in June 1991..
 RJ0627
 RJ0627.The geoid height was determined by GEOID03.
 RJ0627
 RJ0627.The dynamic height is computed by dividing the NAVD 88
 RJ0627.geopotential number by the normal gravity value computed on the
 RJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0627.degrees latitude (g = 980.6199 gals.).
 RJ0627
 RJ0627.The modeled gravity was interpolated from observed gravity values.
 RJ0627
 RJ0627;                    North         East    Units  Estimated Accuracy
 RJ0627;SPC MI N     -   175,490.    8,209,340.      MT  (+/- 180 meters Scaled)
 RJ0627
 RJ0627                          SUPERSEDED SURVEY CONTROL
 RJ0627
 RJ0627.No superseded survey control is available for this station.
 RJ0627
 RJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS093343(NAD 83)
 RJ0627_MARKER: I = METAL ROD
 RJ0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0627_SP_SET: STAINLESS STEEL ROD
 RJ0627_STAMPING: G 296 1983
 RJ0627_MARK LOGO: NGS   
 RJ0627_PROJECTION: FLUSH
 RJ0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0627_ROD/PIPE-DEPTH: 11.0 meters
 RJ0627
 RJ0627  HISTORY     - Date     Condition        Report By
 RJ0627  HISTORY     - 1983     MONUMENTED       NGS
 RJ0627
 RJ0627                          STATION DESCRIPTION
 RJ0627
 RJ0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0627'4.3 KM (2.7 MI) NORTH FROM BARBEAU.
 RJ0627'4.3 KM (2.7 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0627'BARBEAU, SET ON THE EAST SIDE OF THE ROAD, 16.0 METERS (52.5 FT) EAST
 RJ0627'OF THE CENTERLINE OF THE ROAD, 17.9 METERS (58.8 FT) WEST-NORTHWEST OF
 RJ0627'THE SOUTHWEST CORNER OF A ONE STORY HOUSE, 13.8 METERS (45.2 FT)
 RJ0627'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A ONE STORY HOUSE, AND
 RJ0627'2.8 METERS (9.2 FT) NORTH OF TELEPHONE JUNCTION BOX NUMBER 343 B.
 RJ0627'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RJ0627'THE MARK IS 0.9 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0667 ***********************************************************************
 RJ0667  DESIGNATION -  G 297
 RJ0667  PID         -  RJ0667
 RJ0667  STATE/COUNTY-  MI/CHIPPEWA
 RJ0667  USGS QUAD   -  BARBEAU (1975)
 RJ0667
 RJ0667                         *CURRENT SURVEY CONTROL
 RJ0667  ___________________________________________________________________
 RJ0667* NAD 83(1986)-  46 17 21.     (N)    084 15 34.     (W)     SCALED    
 RJ0667* NAVD 88     -       207.268  (meters)     680.01   (feet)  ADJUSTED  
 RJ0667  ___________________________________________________________________
 RJ0667  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0667  DYNAMIC HT  -         207.279 (meters)     680.05  (feet)  COMP
 RJ0667  MODELED GRAV-     980,664.6   (mgal)                       NAVD 88
 RJ0667
 RJ0667  VERT ORDER  -  FIRST     CLASS 0
 RJ0667
 RJ0667.The horizontal coordinates were scaled from a topographic map and have
 RJ0667.an estimated accuracy of +/- 6 seconds.
 RJ0667
 RJ0667.The orthometric height was determined by differential leveling
 RJ0667.and adjusted by the National Geodetic Survey in June 1991..
 RJ0667
 RJ0667.The geoid height was determined by GEOID03.
 RJ0667
 RJ0667.The dynamic height is computed by dividing the NAVD 88
 RJ0667.geopotential number by the normal gravity value computed on the
 RJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0667.degrees latitude (g = 980.6199 gals.).
 RJ0667
 RJ0667.The modeled gravity was interpolated from observed gravity values.
 RJ0667
 RJ0667;                    North         East    Units  Estimated Accuracy
 RJ0667;SPC MI N     -   171,010.    8,211,120.      MT  (+/- 180 meters Scaled)
 RJ0667
 RJ0667                          SUPERSEDED SURVEY CONTROL
 RJ0667
 RJ0667.No superseded survey control is available for this station.
 RJ0667
 RJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS110298(NAD 83)
 RJ0667_MARKER: I = METAL ROD
 RJ0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0667_SP_SET: STAINLESS STEEL ROD
 RJ0667_STAMPING: G 297 1983
 RJ0667_MARK LOGO: NGS   
 RJ0667_PROJECTION: FLUSH
 RJ0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0667_ROD/PIPE-DEPTH: 4.7  meters
 RJ0667
 RJ0667  HISTORY     - Date     Condition        Report By
 RJ0667  HISTORY     - 1983     MONUMENTED       NGS
 RJ0667
 RJ0667                          STATION DESCRIPTION
 RJ0667
 RJ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0667'1.6 KM (1.0 MI) EAST FROM BARBEAU.
 RJ0667'1.6 KM (1.0 MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN
 RJ0667'BARBEAU, ON A LOW HILL AND ABOUT 2.7 METERS (9.0 FT) WEST OF AN
 RJ0667'EXTENDED LINE OF THE WEST FACE OF AN ABANDONED FRAME FARM HOUSE ON THE
 RJ0667'SOUTH SIDE OF THE ROAD, 13.6 METERS (44.5 FT) NORTH OF THE CENTERLINE
 RJ0667'OF THE ROAD, 32.7 METERS (107.4 FT) NORTH-NORTHEAST OF BENCH MARK
 RJ0667'UTILITY, 7.6 METERS (24.8 FT) EAST OF THE APPROXIMATE CENTER OF A
 RJ0667'WOODS ROAD, AND 32.8 METERS (107.5 FT) NORTH-NORTHEAST AND ACROSS ROAD
 RJ0667'FROM POWERLINE POLE NUMBER DR 2-207.  NOTE, DRIVEN TO REFUSAL.
 RJ0667'THE MARK IS 0.55 METERS  W FROM A WITNESS POST.
 RJ0667'THE MARK IS 0.61 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0690 ***********************************************************************
 RJ0690  DESIGNATION -  G 297 X
 RJ0690  PID         -  RJ0690
 RJ0690  STATE/COUNTY-  MI/CHIPPEWA
 RJ0690  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0690
 RJ0690                         *CURRENT SURVEY CONTROL
 RJ0690  ___________________________________________________________________
 RJ0690* NAD 83(1986)-  46 28 22.     (N)    084 11 46.     (W)     SCALED    
 RJ0690* NAVD 88     -       226.770  (meters)     743.99   (feet)  ADJUSTED  
 RJ0690  ___________________________________________________________________
 RJ0690  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0690  DYNAMIC HT  -         226.783 (meters)     744.04  (feet)  COMP
 RJ0690  MODELED GRAV-     980,664.3   (mgal)                       NAVD 88
 RJ0690
 RJ0690  VERT ORDER  -  FIRST     CLASS 0
 RJ0690
 RJ0690.The horizontal coordinates were scaled from a topographic map and have
 RJ0690.an estimated accuracy of +/- 6 seconds.
 RJ0690
 RJ0690.The orthometric height was determined by differential leveling
 RJ0690.and adjusted by the National Geodetic Survey in June 1991..
 RJ0690
 RJ0690.The geoid height was determined by GEOID03.
 RJ0690
 RJ0690.The dynamic height is computed by dividing the NAVD 88
 RJ0690.geopotential number by the normal gravity value computed on the
 RJ0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0690.degrees latitude (g = 980.6199 gals.).
 RJ0690
 RJ0690.The modeled gravity was interpolated from observed gravity values.
 RJ0690
 RJ0690;                    North         East    Units  Estimated Accuracy
 RJ0690;SPC MI N     -   191,580.    8,215,280.      MT  (+/- 180 meters Scaled)
 RJ0690
 RJ0690                          SUPERSEDED SURVEY CONTROL
 RJ0690
 RJ0690.No superseded survey control is available for this station.
 RJ0690
 RJ0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS152503(NAD 83)
 RJ0690_MARKER: I = METAL ROD
 RJ0690_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0690_SP_SET: STAINLESS STEEL ROD
 RJ0690_STAMPING: G 297 X 1983
 RJ0690_MARK LOGO: NGS   
 RJ0690_PROJECTION: FLUSH
 RJ0690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0690_ROD/PIPE-DEPTH: 3.6  meters
 RJ0690
 RJ0690  HISTORY     - Date     Condition        Report By
 RJ0690  HISTORY     - 1983     MONUMENTED       NGS
 RJ0690
 RJ0690                          STATION DESCRIPTION
 RJ0690
 RJ0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0690'8.2 KM (5.1 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0690'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0690'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0690'0.3 KM (0.2 MI) SOUTH ON TOWNLINE ROAD TO THE MARK ON THE LEFT,
 RJ0690'9.8 METERS (32.0 FT) EAST OF THE CENTER OF TOWNLINE ROAD, AND
 RJ0690'3.7 METERS (12.2 FT ) SOUTH OF THE SOUTHWEST CORNER OF A GARAGE.
 RJ0690'NOTE, ROD DRIVEN TO REFUSAL, ALSO THE DATUM POINT IS STAMPED G 297.
 RJ0690'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 RJ0690'THE MARK IS ABOVE LEVEL WITH TOWNLINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0409 ***********************************************************************
 QK0409  DESIGNATION -  G 298
 QK0409  PID         -  QK0409
 QK0409  STATE/COUNTY-  MI/MACKINAC
 QK0409  USGS QUAD   -  CEDARVILLE (1975)
 QK0409
 QK0409                         *CURRENT SURVEY CONTROL
 QK0409  ___________________________________________________________________
 QK0409* NAD 83(1986)-  45 59 58.     (N)    084 20 37.     (W)     SCALED    
 QK0409* NAVD 88     -       182.325  (meters)     598.18   (feet)  ADJUSTED  
 QK0409  ___________________________________________________________________
 QK0409  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 QK0409  DYNAMIC HT  -         182.332 (meters)     598.20  (feet)  COMP
 QK0409  MODELED GRAV-     980,647.0   (mgal)                       NAVD 88
 QK0409
 QK0409  VERT ORDER  -  FIRST     CLASS 0
 QK0409
 QK0409.The horizontal coordinates were scaled from a topographic map and have
 QK0409.an estimated accuracy of +/- 6 seconds.
 QK0409
 QK0409.The orthometric height was determined by differential leveling
 QK0409.and adjusted by the National Geodetic Survey in June 1991..
 QK0409
 QK0409.The geoid height was determined by GEOID03.
 QK0409
 QK0409.The dynamic height is computed by dividing the NAVD 88
 QK0409.geopotential number by the normal gravity value computed on the
 QK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0409.degrees latitude (g = 980.6199 gals.).
 QK0409
 QK0409.The modeled gravity was interpolated from observed gravity values.
 QK0409
 QK0409;                    North         East    Units  Estimated Accuracy
 QK0409;SPC MI N     -   138,610.    8,205,720.      MT  (+/- 180 meters Scaled)
 QK0409
 QK0409                          SUPERSEDED SURVEY CONTROL
 QK0409
 QK0409.No superseded survey control is available for this station.
 QK0409
 QK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR056974(NAD 83)
 QK0409_MARKER: I = METAL ROD
 QK0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0409_SP_SET: STAINLESS STEEL ROD
 QK0409_STAMPING: G 298 1983
 QK0409_MARK LOGO: NGS   
 QK0409_PROJECTION: RECESSED 5 CENTIMETERS
 QK0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0409_ROD/PIPE-DEPTH: 6.30 meters
 QK0409
 QK0409  HISTORY     - Date     Condition        Report By
 QK0409  HISTORY     - 1983     MONUMENTED       NGS
 QK0409  HISTORY     - 19940728 GOOD             USPSQD
 QK0409  HISTORY     - 19950712 GOOD             USPSQD
 QK0409  HISTORY     - 20010331 GOOD             NGS
 QK0409
 QK0409                          STATION DESCRIPTION
 QK0409
 QK0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0409'1.4 KM (0.9 MI) EAST FROM CEDARVILLE.
 QK0409'1.4 KM (0.9 MI) EAST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 QK0409'STATE HIGHWAY 129 IN CEDARVILLE, AT A GRAVELED ROAD LEADING SOUTH TO
 QK0409'THE ISLAND VIEW RESORT, 20.7 METERS (68.0 FT) SOUTH OF THE CENTERLINE
 QK0409'OF THE HIGHWAY, 6.4 METERS (21.0 FT) WEST OF THE CENTER OF THE
 QK0409'GRAVELED ROAD, 7.5 METERS (24.8 FT) EAST OF THE CLOSER ONE OF TWO GUY
 QK0409'WIRE CABLES TO POLE NUMBER GT 4261, 5.7 METERS (19.0 FT) NORTH OF THE
 QK0409'CLOSER ONE OF TWO GUY WIRE CABLES TO POLE NUMBER GT 4261, AND
 QK0409'1.03 METERS (3.4 FT) SOUTH OF POWERLINE POLE NUMBER GT 4261.
 QK0409'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QK0409'THE MARK IS 0.3 M BELOW GRAVELED ROAD.
 QK0409
 QK0409                          STATION RECOVERY (1994)
 QK0409
 QK0409'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0409'RECOVERED IN GOOD CONDITION.
 QK0409
 QK0409                          STATION RECOVERY (1995)
 QK0409
 QK0409'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0409'RECOVERED IN GOOD CONDITION.
 QK0409
 QK0409                          STATION RECOVERY (2001)
 QK0409
 QK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0678 ***********************************************************************
 RJ0678  DESIGNATION -  G 299
 RJ0678  PID         -  RJ0678
 RJ0678  STATE/COUNTY-  MI/CHIPPEWA
 RJ0678  USGS QUAD   -  OAK RIDGE (1976)
 RJ0678
 RJ0678                         *CURRENT SURVEY CONTROL
 RJ0678  ___________________________________________________________________
 RJ0678* NAD 83(1986)-  46 20 11.     (N)    084 07 31.     (W)     SCALED    
 RJ0678* NAVD 88     -       194.547  (meters)     638.28   (feet)  ADJUSTED  
 RJ0678  ___________________________________________________________________
 RJ0678  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0678  DYNAMIC HT  -         194.558 (meters)     638.31  (feet)  COMP
 RJ0678  MODELED GRAV-     980,664.4   (mgal)                       NAVD 88
 RJ0678
 RJ0678  VERT ORDER  -  FIRST     CLASS 0
 RJ0678
 RJ0678.The horizontal coordinates were scaled from a topographic map and have
 RJ0678.an estimated accuracy of +/- 6 seconds.
 RJ0678
 RJ0678.The orthometric height was determined by differential leveling
 RJ0678.and adjusted by the National Geodetic Survey in June 1991..
 RJ0678
 RJ0678.The geoid height was determined by GEOID03.
 RJ0678
 RJ0678.The dynamic height is computed by dividing the NAVD 88
 RJ0678.geopotential number by the normal gravity value computed on the
 RJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0678.degrees latitude (g = 980.6199 gals.).
 RJ0678
 RJ0678.The modeled gravity was interpolated from observed gravity values.
 RJ0678
 RJ0678;                    North         East    Units  Estimated Accuracy
 RJ0678;SPC MI N     -   176,630.    8,221,260.      MT  (+/- 180 meters Scaled)
 RJ0678
 RJ0678                          SUPERSEDED SURVEY CONTROL
 RJ0678
 RJ0678.No superseded survey control is available for this station.
 RJ0678
 RJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS212354(NAD 83)
 RJ0678_MARKER: I = METAL ROD
 RJ0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0678_SP_SET: STAINLESS STEEL ROD
 RJ0678_STAMPING: G 299 1983
 RJ0678_MARK LOGO: NGS   
 RJ0678_PROJECTION: FLUSH
 RJ0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0678_ROD/PIPE-DEPTH: 4.9  meters
 RJ0678
 RJ0678  HISTORY     - Date     Condition        Report By
 RJ0678  HISTORY     - 1983     MONUMENTED       NGS
 RJ0678
 RJ0678                          STATION DESCRIPTION
 RJ0678
 RJ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0678'30.55 KM (19.0 MI) SE FROM SUGAR ISLAND FERRY LANDING.
 RJ0678'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0678'LANDING ON SUGAR ISLAND TO THE JUNCTION OF TOWNLINE ROAD, THENCE
 RJ0678'2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE ROAD TO THE JUNCTION OF 3 MILE
 RJ0678'ROAD, THENCE 1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD TO THE JUNCTION OF
 RJ0678'HOMESTEAD ROAD, THENCE 4.85 KM (3.0 MI) SOUTH ALONG HOMESTEAD ROAD TO
 RJ0678'THE JUNCTION OF 6 MILE ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE
 RJ0678'ROAD TO THE JUNCTION OF HOMESTEAD ROAD, THENCE 13.1 KM (8.15 MI) SOUTH
 RJ0678'ALONG HOMESTEAD ROAD TO THE MARK ON THE LEFT, 11.1 METERS (36.5 FT)
 RJ0678'NORTH OF THE CENTER OF HOMESTEAD ROAD, 12.1 METERS (39.8 FT) EAST OF
 RJ0678'CENTER OF A DRIVE LEADING NORTH, 2.9 METERS (9.4 FT) SOUTHEAST OF A
 RJ0678'POWERLINE POLE, AND 2.5 METERS (8.2 FT) EAST-SOUTHEAST OF A TELEPHONE
 RJ0678'JUNCTION BOX.  NOTE ROD DRIVEN TO REFUSAL.
 RJ0678'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 RJ0678'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0537 ***********************************************************************
 QK0537  DESIGNATION -  G 301
 QK0537  PID         -  QK0537
 QK0537  STATE/COUNTY-  MI/CHEBOYGAN
 QK0537  USGS QUAD   -  
 QK0537
 QK0537                         *CURRENT SURVEY CONTROL
 QK0537  ___________________________________________________________________
 QK0537* NAD 83(1986)-  45 39 02.     (N)    084 22 47.     (W)     SCALED    
 QK0537* NAVD 88     -       203.543  (meters)     667.79   (feet)  ADJUSTED  
 QK0537  ___________________________________________________________________
 QK0537  GEOID HEIGHT-         -36.16  (meters)                     GEOID03
 QK0537  DYNAMIC HT  -         203.540 (meters)     667.78  (feet)  COMP
 QK0537  MODELED GRAV-     980,594.1   (mgal)                       NAVD 88
 QK0537
 QK0537  VERT ORDER  -  FIRST     CLASS II
 QK0537
 QK0537.The horizontal coordinates were scaled from a topographic map and have
 QK0537.an estimated accuracy of +/- 6 seconds.
 QK0537
 QK0537.The orthometric height was determined by differential leveling
 QK0537.and adjusted by the National Geodetic Survey in June 1991..
 QK0537
 QK0537.The geoid height was determined by GEOID03.
 QK0537
 QK0537.The dynamic height is computed by dividing the NAVD 88
 QK0537.geopotential number by the normal gravity value computed on the
 QK0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0537.degrees latitude (g = 980.6199 gals.).
 QK0537
 QK0537.The modeled gravity was interpolated from observed gravity values.
 QK0537
 QK0537;                    North         East    Units  Estimated Accuracy
 QK0537;SPC MI C     -   259,350.    5,998,980.      MT  (+/- 180 meters Scaled)
 QK0537
 QK0537                          SUPERSEDED SURVEY CONTROL
 QK0537
 QK0537.No superseded survey control is available for this station.
 QK0537
 QK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR041585(NAD 83)
 QK0537_MARKER: I = METAL ROD
 QK0537_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0537_SP_SET: STAINLESS STEEL ROD
 QK0537_STAMPING: G 301 1983
 QK0537_MARK LOGO: NGS   
 QK0537_PROJECTION: FLUSH
 QK0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0537_ROD/PIPE-DEPTH: 7.31 meters
 QK0537
 QK0537  HISTORY     - Date     Condition        Report By
 QK0537  HISTORY     - 1983     MONUMENTED       NGS
 QK0537
 QK0537                          STATION DESCRIPTION
 QK0537
 QK0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0537'8.8 KM (5.5 MI) EAST FROM CHEBOYGAN.
 QK0537'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0537'THE POST OFFICE IN CHEBOYGAN, THENCE 8.4 KM (5.25 MI) EAST ALONG U.S.
 QK0537'HIGHWAY 23 (STATE STREET) ABOUT 0.2 KM (0.1 MI) BEFORE REACHING THE
 QK0537'TOP OF A HILL AT A TRACK ROAD LEADING SOUTH THEN SOUTHEAST SET BY A
 QK0537'LONE TELEPHONE POLE NUMBERED 31 44, 22.09 METERS (72.5 FT) SOUTH OF
 QK0537'THE CENTERLINE OF HIGHWAY 23, 16.15 METERS (53.0 FT) WEST OF THE TRACK
 QK0537'ROAD LEADING SOUTHEAST, 45.41 METERS (149.0 FT) WEST-SOUTHWEST AND
 QK0537'ACROSS THE HIGHWAY FROM THE WEST END OF A METAL GUARDRAIL ON THE NORTH
 QK0537'SIDE OF THE HIGHWAY, 0.73 METER (2.4 FT) WEST-NORTHWEST OF A TELEPHONE
 QK0537'POLE NUMBERED 31 44 WITH A JUNCTION BOX, AND 70.40 METERS (231.0 FT)
 QK0537'EAST-SOUTHEAST OF D. KWIATKOWSKI MAIL BOX NUMBERED 5408 AT THE EAST
 QK0537'ONE OF TWO DRIVEWAYS.  NOTE, DRIVING RATE EXCEEDED, ROD ANCHORED AT
 QK0537'THIS DEPTH.
 QK0537'THE MARK IS 0.27 METERS  ESE FROM A WITNESS POST.
 QK0537'THE MARK IS 1.2 M BELOW HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0496 ***********************************************************************
 QK0496  DESIGNATION -  G 302
 QK0496  PID         -  QK0496
 QK0496  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0496  USGS QUAD   -  OCQUEOC (1986)
 QK0496
 QK0496                         *CURRENT SURVEY CONTROL
 QK0496  ___________________________________________________________________
 QK0496* NAD 83(1986)-  45 29 30.     (N)    084 01 28.     (W)     SCALED    
 QK0496* NAVD 88     -       204.429  (meters)     670.70   (feet)  ADJUSTED  
 QK0496  ___________________________________________________________________
 QK0496  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 QK0496  DYNAMIC HT  -         204.421 (meters)     670.67  (feet)  COMP
 QK0496  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 QK0496
 QK0496  VERT ORDER  -  FIRST     CLASS II
 QK0496
 QK0496.The horizontal coordinates were scaled from a topographic map and have
 QK0496.an estimated accuracy of +/- 6 seconds.
 QK0496
 QK0496.The orthometric height was determined by differential leveling
 QK0496.and adjusted by the National Geodetic Survey in June 1991..
 QK0496
 QK0496.The geoid height was determined by GEOID03.
 QK0496
 QK0496.The dynamic height is computed by dividing the NAVD 88
 QK0496.geopotential number by the normal gravity value computed on the
 QK0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0496.degrees latitude (g = 980.6199 gals.).
 QK0496
 QK0496.The modeled gravity was interpolated from observed gravity values.
 QK0496
 QK0496;                    North         East    Units  Estimated Accuracy
 QK0496;SPC MI C     -   241,750.    6,026,750.      MT  (+/- 180 meters Scaled)
 QK0496
 QK0496                          SUPERSEDED SURVEY CONTROL
 QK0496
 QK0496.No superseded survey control is available for this station.
 QK0496
 QK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR325418(NAD 83)
 QK0496_MARKER: I = METAL ROD
 QK0496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0496_SP_SET: STAINLESS STEEL ROD
 QK0496_STAMPING: G 302 1983
 QK0496_MARK LOGO: NGS   
 QK0496_PROJECTION: FLUSH
 QK0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0496_ROD/PIPE-DEPTH: 12.2 meters
 QK0496
 QK0496  HISTORY     - Date     Condition        Report By
 QK0496  HISTORY     - 1983     MONUMENTED       NGS
 QK0496  HISTORY     - 19990830 GOOD             USPSQD
 QK0496
 QK0496                          STATION DESCRIPTION
 QK0496
 QK0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0496'19.6 KM (12.2 MI) NW FROM ROGERS CITY.
 QK0496'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0496'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 17.9 KM (11.1 MI)
 QK0496'NORTHWEST ALONG HIGHWAY 23 AT A PIONT ABOUT 0.1 KM (0.05 MI) PAST A
 QK0496'TRACK ROAD LEADING WEST-SOUTHWEST, 25.90 METERS (85.0 FT) SOUTH OF THE
 QK0496'CENTERLINE OF HIGHWAY 23, 4.57 METERS (15.0 FT) SOUTH-SOUTHEAST OF THE
 QK0496'CENTER OF THE TRACK ROAD WEST-SOUTHWEST, 16.30 METERS (53.5 FT)
 QK0496'SOUTHEAST OF THE CENTER ONE OF A TRIPLE TRUNK OAK TREE, AND 0.46 METER
 QK0496'(1.5 FT) SOUTH OF A METAL POST WITH A BURIED CABLE WARNING SIGN.
 QK0496'NOTE, ROD DRIVEN TO DRIVING RATE AND ANCHORED AT THIS DEPTH.
 QK0496'THE MARK IS 0.27 METERS  N FROM A WITNESS POST.
 QK0496'THE MARK IS ABOVE LEVEL WITH HIGHWAY 23.
 QK0496
 QK0496                          STATION RECOVERY (1999)
 QK0496
 QK0496'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0499 ***********************************************************************
 QK0499  DESIGNATION -  G 302 X
 QK0499  PID         -  QK0499
 QK0499  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0499  USGS QUAD   -  OCQUEOC (1986)
 QK0499
 QK0499                         *CURRENT SURVEY CONTROL
 QK0499  ___________________________________________________________________
 QK0499* NAD 83(1986)-  45 29 18.     (N)    084 04 37.     (W)     SCALED    
 QK0499* NAVD 88     -       184.921  (meters)     606.70   (feet)  ADJUSTED  
 QK0499  ___________________________________________________________________
 QK0499  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 QK0499  DYNAMIC HT  -         184.914 (meters)     606.67  (feet)  COMP
 QK0499  MODELED GRAV-     980,575.4   (mgal)                       NAVD 88
 QK0499
 QK0499  VERT ORDER  -  FIRST     CLASS II
 QK0499
 QK0499.The horizontal coordinates were scaled from a topographic map and have
 QK0499.an estimated accuracy of +/- 6 seconds.
 QK0499
 QK0499.The orthometric height was determined by differential leveling
 QK0499.and adjusted by the National Geodetic Survey in June 1991..
 QK0499
 QK0499.The geoid height was determined by GEOID03.
 QK0499
 QK0499.The dynamic height is computed by dividing the NAVD 88
 QK0499.geopotential number by the normal gravity value computed on the
 QK0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0499.degrees latitude (g = 980.6199 gals.).
 QK0499
 QK0499.The modeled gravity was interpolated from observed gravity values.
 QK0499
 QK0499;                    North         East    Units  Estimated Accuracy
 QK0499;SPC MI C     -   241,360.    6,022,650.      MT  (+/- 180 meters Scaled)
 QK0499
 QK0499                          SUPERSEDED SURVEY CONTROL
 QK0499
 QK0499.No superseded survey control is available for this station.
 QK0499
 QK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR284413(NAD 83)
 QK0499_MARKER: DB = BENCH MARK DISK
 QK0499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0499_SP_SET: BRIDGE ABUTMENT
 QK0499_STAMPING: G 302 X 1983
 QK0499_MARK LOGO: NGS   
 QK0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0499
 QK0499  HISTORY     - Date     Condition        Report By
 QK0499  HISTORY     - 1983     MONUMENTED       NGS
 QK0499  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0499
 QK0499                          STATION DESCRIPTION
 QK0499
 QK0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0499'23.7 KM(14.75 MI) NW FROM ROGERS CITY.
 QK0499'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0499'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 22.0 KM (13.65 MI)
 QK0499'NORTHWEST ALONG HIGHWAY 23 AT THE U.S. HIGHWAY 23 BRIDGE OVER THE
 QK0499'OCQUEOC RIVER, A DISK SET IN THE NORTH-NORTHWEST BRIDGE ABUTMENT,
 QK0499'14.5 KM (9.0 MI) SOUTHEAST ALONG HIGHWAY 23 FROM THE ROAD ENTRANCE TO
 QK0499'THE HAMMOND BAY REFUGE HARBOR, 5.79 METERS (19.0 FT) NORTH-NORTHEAST
 QK0499'OF THE CENTERLINE OF HIGHWAY 23, AND 7.62 METERS (25.0 FT)
 QK0499'EAST-SOUTHEAST OF THE WEST-NORTHWEST END OF THE NORTH-NORTHWEST
 QK0499'RETAINING WALL.
 QK0499'THE MARK IS 0.24 M ABOVE CENTER OF HIGHWAY 23.
 QK0499
 QK0499                          STATION RECOVERY (2004)
 QK0499
 QK0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0698 ***********************************************************************
 OJ0698  DESIGNATION -  G 303
 OJ0698  PID         -  OJ0698
 OJ0698  STATE/COUNTY-  MI/BAY
 OJ0698  USGS QUAD   -  STANDISH (1973)
 OJ0698
 OJ0698                         *CURRENT SURVEY CONTROL
 OJ0698  ___________________________________________________________________
 OJ0698* NAD 83(1986)-  43 52 54.     (N)    083 56 20.     (W)     SCALED    
 OJ0698* NAVD 88     -       183.488  (meters)     601.99   (feet)  ADJUSTED  
 OJ0698  ___________________________________________________________________
 OJ0698  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0698  DYNAMIC HT  -         183.455 (meters)     601.89  (feet)  COMP
 OJ0698  MODELED GRAV-     980,440.5   (mgal)                       NAVD 88
 OJ0698
 OJ0698  VERT ORDER  -  FIRST     CLASS II
 OJ0698
 OJ0698.The horizontal coordinates were scaled from a topographic map and have
 OJ0698.an estimated accuracy of +/- 6 seconds.
 OJ0698
 OJ0698.The orthometric height was determined by differential leveling
 OJ0698.and adjusted by the National Geodetic Survey in June 1991..
 OJ0698
 OJ0698.The geoid height was determined by GEOID03.
 OJ0698
 OJ0698.The dynamic height is computed by dividing the NAVD 88
 OJ0698.geopotential number by the normal gravity value computed on the
 OJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0698.degrees latitude (g = 980.6199 gals.).
 OJ0698
 OJ0698.The modeled gravity was interpolated from observed gravity values.
 OJ0698
 OJ0698;                    North         East    Units  Estimated Accuracy
 OJ0698;SPC MI S     -   264,660.    4,034,380.      MT  (+/- 180 meters Scaled)
 OJ0698
 OJ0698                          SUPERSEDED SURVEY CONTROL
 OJ0698
 OJ0698.No superseded survey control is available for this station.
 OJ0698
 OJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ639629(NAD 83)
 OJ0698_MARKER: I = METAL ROD
 OJ0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0698_SP_SET: STAINLESS STEEL ROD
 OJ0698_STAMPING: G 303 1983
 OJ0698_MARK LOGO: NGS   
 OJ0698_PROJECTION: FLUSH
 OJ0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0698+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0698_ROD/PIPE-DEPTH: 4.87 meters
 OJ0698
 OJ0698  HISTORY     - Date     Condition        Report By
 OJ0698  HISTORY     - 1983     MONUMENTED       NGS
 OJ0698  HISTORY     - 19970719 GOOD             USPSQD
 OJ0698  HISTORY     - 20040418 GOOD             JCLS
 OJ0698  HISTORY     - 20040419 GOOD             JCLS
 OJ0698  HISTORY     - 20060128 GOOD             USPSQD
 OJ0698
 OJ0698                          STATION DESCRIPTION
 OJ0698
 OJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0698'4.9 KM (3.05 MI) NE FROM PINCONNING.
 OJ0698'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0698'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0698'ESTEY ROAD, THENCE 1.7 KM (1.05 MI) NORTH ALONG SHORE ROAD TO THE MARK
 OJ0698'ON THE RIGHT, 9.02 METERS (29.6 FT) EAST OF THE CENTERLINE OF SHORE
 OJ0698'ROAD, 25.35 METERS (83.2 FT) SOUTH OF A TELEPHONE JUNCTION BOX, AND
 OJ0698'1.31 METERS (4.3 FT) WEST OF A POWERLINE POLE.
 OJ0698'THE MARK IS 1.18 METERS  W FROM A WITNESS POST.
 OJ0698'THE MARK IS 0.30 M BELOW ROAD.
 OJ0698
 OJ0698                          STATION RECOVERY (1997)
 OJ0698
 OJ0698'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2004)
 OJ0698
 OJ0698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2004)
 OJ0698
 OJ0698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OJ0698'RECOVERED IN GOOD CONDITION.
 OJ0698
 OJ0698                          STATION RECOVERY (2006)
 OJ0698
 OJ0698'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0187 ***********************************************************************
 PK0187  DESIGNATION -  G 304
 PK0187  PID         -  PK0187
 PK0187  STATE/COUNTY-  MI/IOSCO
 PK0187  USGS QUAD   -  EAST TAWAS (1989)
 PK0187
 PK0187                         *CURRENT SURVEY CONTROL
 PK0187  ___________________________________________________________________
 PK0187* NAD 83(1986)-  44 17 26.     (N)    083 27 24.     (W)     SCALED    
 PK0187* NAVD 88     -       180.449  (meters)     592.02   (feet)  ADJUSTED  
 PK0187  ___________________________________________________________________
 PK0187  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0187  DYNAMIC HT  -         180.427 (meters)     591.95  (feet)  COMP
 PK0187  MODELED GRAV-     980,489.7   (mgal)                       NAVD 88
 PK0187
 PK0187  VERT ORDER  -  FIRST     CLASS II
 PK0187
 PK0187.The horizontal coordinates were scaled from a topographic map and have
 PK0187.an estimated accuracy of +/- 6 seconds.
 PK0187
 PK0187.The orthometric height was determined by differential leveling
 PK0187.and adjusted by the National Geodetic Survey in June 1991..
 PK0187
 PK0187.The geoid height was determined by GEOID03.
 PK0187
 PK0187.The dynamic height is computed by dividing the NAVD 88
 PK0187.geopotential number by the normal gravity value computed on the
 PK0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0187.degrees latitude (g = 980.6199 gals.).
 PK0187
 PK0187.The modeled gravity was interpolated from observed gravity values.
 PK0187
 PK0187;                    North         East    Units  Estimated Accuracy
 PK0187;SPC MI C     -   108,630.    6,072,630.      MT  (+/- 180 meters Scaled)
 PK0187
 PK0187                          SUPERSEDED SURVEY CONTROL
 PK0187
 PK0187.No superseded survey control is available for this station.
 PK0187
 PK0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK040070(NAD 83)
 PK0187_MARKER: I = METAL ROD
 PK0187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0187_SP_SET: STAINLESS STEEL ROD
 PK0187_STAMPING: G 304 1983
 PK0187_MARK LOGO: NGS   
 PK0187_PROJECTION: RECESSED 4 CENTIMETERS
 PK0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0187_ROD/PIPE-DEPTH: 17.1 meters
 PK0187
 PK0187  HISTORY     - Date     Condition        Report By
 PK0187  HISTORY     - 1983     MONUMENTED       NGS
 PK0187
 PK0187                          STATION DESCRIPTION
 PK0187
 PK0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0187'5.7 KM (3.55 MI) NE FROM TAWAS CITY.
 PK0187'5.7 KM (3.55 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0187'POST OFFICE IN TAWAS CITY TO THE MARK ON THE RIGHT, 17.89 METERS
 PK0187'(58.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 49.22 METERS
 PK0187'(161.5 FT) NORTH-NORTHEAST OF NORTHEAST CORNER OF MCDONALDS
 PK0187'RESTAURANT, 27.98 METERS (91.8 FT) SOUTHWEST OF THE APPROXIMATE CENTER
 PK0187'OF A DRIVEWAY TO A SHOPPING PLAZA (MIDWAY), 26.76 METERS (87.8 FT)
 PK0187'NORTHEAST OF THE CENTER OF A DRIVEWAY TO THE MCDONALDS RESTAURANT, AND
 PK0187'1.55 METERS (5.1 FT) NORTHWEST OF A POWERLINE POLE WITH ONE GUY WIRE.
 PK0187'THE MARK IS 1.13 METERS  NW FROM A WITNESS POST.
 PK0187'THE MARK IS 0.60 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0156 ***********************************************************************
 PK0156  DESIGNATION -  G 305
 PK0156  PID         -  PK0156
 PK0156  STATE/COUNTY-  MI/ARENAC
 PK0156  USGS QUAD   -  WHITTEMORE (1968)
 PK0156
 PK0156                         *CURRENT SURVEY CONTROL
 PK0156  ___________________________________________________________________
 PK0156* NAD 83(1986)-  44 08 34.     (N)    083 46 16.     (W)     SCALED    
 PK0156* NAVD 88     -       191.822  (meters)     629.34   (feet)  ADJUSTED  
 PK0156  ___________________________________________________________________
 PK0156  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0156  DYNAMIC HT  -         191.793 (meters)     629.24  (feet)  COMP
 PK0156  MODELED GRAV-     980,460.5   (mgal)                       NAVD 88
 PK0156
 PK0156  VERT ORDER  -  FIRST     CLASS II
 PK0156
 PK0156.The horizontal coordinates were scaled from a topographic map and have
 PK0156.an estimated accuracy of +/- 6 seconds.
 PK0156
 PK0156.The orthometric height was determined by differential leveling
 PK0156.and adjusted by the National Geodetic Survey in June 1991..
 PK0156
 PK0156.The geoid height was determined by GEOID03.
 PK0156
 PK0156.The dynamic height is computed by dividing the NAVD 88
 PK0156.geopotential number by the normal gravity value computed on the
 PK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0156.degrees latitude (g = 980.6199 gals.).
 PK0156
 PK0156.The modeled gravity was interpolated from observed gravity values.
 PK0156
 PK0156;                    North         East    Units  Estimated Accuracy
 PK0156;SPC MI C     -    91,980.    6,047,650.      MT  (+/- 180 meters Scaled)
 PK0156
 PK0156                          SUPERSEDED SURVEY CONTROL
 PK0156
 PK0156.No superseded survey control is available for this station.
 PK0156
 PK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ783914(NAD 83)
 PK0156_MARKER: I = METAL ROD
 PK0156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0156_SP_SET: STAINLESS STEEL ROD
 PK0156_STAMPING: G 305 1983
 PK0156_MARK LOGO: NGS   
 PK0156_PROJECTION: RECESSED 3 CENTIMETERS
 PK0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0156_ROD/PIPE-DEPTH: 6.10 meters
 PK0156
 PK0156  HISTORY     - Date     Condition        Report By
 PK0156  HISTORY     - 1983     MONUMENTED       NGS
 PK0156  HISTORY     - 20010811 GOOD             USPSQD
 PK0156
 PK0156                          STATION DESCRIPTION
 PK0156
 PK0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0156'1.1 KM (0.7 MI) EAST FROM TURNER.
 PK0156'1.1 KM (0.7 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0156'ROAD IN TURNER TO THE MARK ON THE LEFT, AT A HOUSE, 12.80 METERS
 PK0156'(42.0 FT) NORTH OF THE CENTER OF TURNER ROAD, 17.40 METERS (57.1 FT)
 PK0156'SOUTHEAST OF SOUTHEAST CORNER OF A ONE STORY BRICK HOUSE, 8.08 METERS
 PK0156'(26.5 FT) WEST OF THE APPROXIMATE CENTER OF THE EASTERNMOST DRIVEWAY,
 PK0156'AND 0.55 METER (1.8 FT) WEST OF THE SOUTHWEST POST IN BOARD FENCE.
 PK0156'THE MARK IS 0.46 METERS  W FROM A WITNESS POST.
 PK0156'THE MARK IS ABOVE LEVEL WITH TURNER ROAD.
 PK0156
 PK0156                          STATION RECOVERY (2001)
 PK0156
 PK0156'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0116 ***********************************************************************
 QJ0116  DESIGNATION -  G 306
 QJ0116  PID         -  QJ0116
 QJ0116  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0116  USGS QUAD   -  LONG LAKE EAST (1971)
 QJ0116
 QJ0116                         *CURRENT SURVEY CONTROL
 QJ0116  ___________________________________________________________________
 QJ0116* NAD 83(1986)-  45 13 03.     (N)    083 28 16.     (W)     SCALED    
 QJ0116* NAVD 88     -       206.865  (meters)     678.69   (feet)  ADJUSTED  
 QJ0116  ___________________________________________________________________
 QJ0116  GEOID HEIGHT-         -36.76  (meters)                     GEOID03
 QJ0116  DYNAMIC HT  -         206.852 (meters)     678.65  (feet)  COMP
 QJ0116  MODELED GRAV-     980,549.5   (mgal)                       NAVD 88
 QJ0116  OBS GRAVITY -     980,548.9   (mgal)                       GRAV_OBS
 QJ0116
 QJ0116  VERT ORDER  -  FIRST     CLASS II
 QJ0116
 QJ0116.The horizontal coordinates were scaled from a topographic map and have
 QJ0116.an estimated accuracy of +/- 6 seconds.
 QJ0116
 QJ0116.The orthometric height was determined by differential leveling
 QJ0116.and adjusted by the National Geodetic Survey in June 1991..
 QJ0116
 QJ0116.The geoid height was determined by GEOID03.
 QJ0116
 QJ0116.The dynamic height is computed by dividing the NAVD 88
 QJ0116.geopotential number by the normal gravity value computed on the
 QJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0116.degrees latitude (g = 980.6199 gals.).
 QJ0116
 QJ0116.The modeled gravity was interpolated from observed gravity values.
 QJ0116.The observed gravity was obtained from relative gravimeter ties
 QJ0116.to the IGSN71 gravity network.
 QJ0116
 QJ0116;                    North         East    Units  Estimated Accuracy
 QJ0116;SPC MI C     -   211,610.    6,070,340.      MT  (+/- 180 meters Scaled)
 QJ0116
 QJ0116                          SUPERSEDED SURVEY CONTROL
 QJ0116
 QJ0116.No superseded survey control is available for this station.
 QJ0116
 QJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL059100(NAD 83)
 QJ0116_MARKER: I = METAL ROD
 QJ0116_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0116_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0116_STAMPING: G 306 1983
 QJ0116_MARK LOGO: NGS   
 QJ0116_PROJECTION: RECESSED 12 CENTIMETERS
 QJ0116_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0116+STABILITY: POSITION/ELEVATION WELL
 QJ0116_ROD/PIPE-DEPTH: 7.25 meters
 QJ0116_SLEEVE-DEPTH  : 4.51 meters
 QJ0116
 QJ0116  HISTORY     - Date     Condition        Report By
 QJ0116  HISTORY     - 1983     MONUMENTED       NGS
 QJ0116
 QJ0116                          STATION DESCRIPTION
 QJ0116
 QJ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0116'19.3 KM (12.0 MI) NNW FROM ALPENA.
 QJ0116'19.3 KM (12.0 MI) NORTHWEST ALONG U.S. HIGHWAY 23 (CHISHOLM STREET)
 QJ0116'FROM THE COURTHOUSE IN ALPENA, 1.8 KM (1.15 MI) NORTHWEST ALONG U.S.
 QJ0116'HIGHWAY 23 FROM THE PRESQUE ISLE-ALPENA COUNTY LINE, SET IN FRONT LAWN
 QJ0116'AT THE PRESQUE ISLE TOWNSHIP FIRE DEPARTMENT BUILDING (DISTRICT 2),
 QJ0116'39.92 METERS (131.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0116'28.04 METERS (92.0 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH ANCHOR
 QJ0116'CABLE AND TRANSFORMER, 2.92 METERS (9.6 FT) SOUTHWEST OF THE NORTHWEST
 QJ0116'CORNER OF THE FIRE HOUSE, 19.69 METERS (64.6 FT) NORTH-NORTHWEST OF
 QJ0116'THE SOUTHWEST CORNER OF BUILDING, 6.82 METERS (22.4 FT) NORTH OF A
 QJ0116'FLAGPOLE, 4.26 METERS (14.0 FT) SOUTH OF THE CENTER OF THE NORTH
 QJ0116'DRIVEWAY, AND 2.62 METERS (8.6 FT) WEST OF THE WEST FACE OF THE
 QJ0116'BUILDING.
 QJ0116'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0221 ***********************************************************************
 PK0221  DESIGNATION -  G 307
 PK0221  PID         -  PK0221
 PK0221  STATE/COUNTY-  MI/ALCONA
 PK0221  USGS QUAD   -  GREENBUSH (1989)
 PK0221
 PK0221                         *CURRENT SURVEY CONTROL
 PK0221  ___________________________________________________________________
 PK0221* NAD 83(1986)-  44 34 18.     (N)    083 19 00.     (W)     SCALED    
 PK0221* NAVD 88     -       179.700  (meters)     589.57   (feet)  ADJUSTED  
 PK0221  ___________________________________________________________________
 PK0221  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 PK0221  DYNAMIC HT  -         179.681 (meters)     589.50  (feet)  COMP
 PK0221  MODELED GRAV-     980,509.1   (mgal)                       NAVD 88
 PK0221
 PK0221  VERT ORDER  -  FIRST     CLASS II
 PK0221
 PK0221.The horizontal coordinates were scaled from a topographic map and have
 PK0221.an estimated accuracy of +/- 6 seconds.
 PK0221
 PK0221.The orthometric height was determined by differential leveling
 PK0221.and adjusted by the National Geodetic Survey in June 1991..
 PK0221
 PK0221.The geoid height was determined by GEOID03.
 PK0221
 PK0221.The dynamic height is computed by dividing the NAVD 88
 PK0221.geopotential number by the normal gravity value computed on the
 PK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0221.degrees latitude (g = 980.6199 gals.).
 PK0221
 PK0221.The modeled gravity was interpolated from observed gravity values.
 PK0221
 PK0221;                    North         East    Units  Estimated Accuracy
 PK0221;SPC MI C     -   140,000.    6,083,400.      MT  (+/- 180 meters Scaled)
 PK0221
 PK0221                          SUPERSEDED SURVEY CONTROL
 PK0221
 PK0221.No superseded survey control is available for this station.
 PK0221
 PK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK160379(NAD 83)
 PK0221_MARKER: I = METAL ROD
 PK0221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0221_SP_SET: STAINLESS STEEL ROD
 PK0221_STAMPING: G 307 1983
 PK0221_MARK LOGO: NGS   
 PK0221_PROJECTION: FLUSH
 PK0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0221+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0221_ROD/PIPE-DEPTH: 14.6 meters
 PK0221
 PK0221  HISTORY     - Date     Condition        Report By
 PK0221  HISTORY     - 1983     MONUMENTED       NGS
 PK0221  HISTORY     - 19960512 GOOD             USPSQD
 PK0221  HISTORY     - 20050731 GOOD             USPSQD
 PK0221
 PK0221                          STATION DESCRIPTION
 PK0221
 PK0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0221'1.8 KM (1.15 MI) SOUTH FROM GREENBUSH.
 PK0221'1.8 KM (1.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0221'GREENBUSH TO THE MARK ON THE RIGHT, 22.40 METERS (73.5 FT) WEST OF THE
 PK0221'CENTERLINE OF THE HIGHWAY, 38.83 METERS (127.4 FT) NORTH OF THE
 PK0221'NORTHWEST CORNER OF A SMALL ONE LEVEL HOUSE (NUMBER 2942), 7.80 METERS
 PK0221'(25.6 FT) EAST OF THE GUY ANCHOR BASE FOR A POWERLINE POLE, AND
 PK0221'1.34 METERS (4.4 FT) NORTH OF A POWERLINE POLE WITH A GUY WIRE.
 PK0221'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0221'THE MARK IS 0.15 M BELOW HIGHWAY.
 PK0221
 PK0221                          STATION RECOVERY (1996)
 PK0221
 PK0221'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0221'RECOVERED IN GOOD CONDITION.
 PK0221
 PK0221                          STATION RECOVERY (2005)
 PK0221
 PK0221'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0142 ***********************************************************************
 QJ0142  DESIGNATION -  G 308
 QJ0142  PID         -  QJ0142
 QJ0142  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0142  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0142
 QJ0142                         *CURRENT SURVEY CONTROL
 QJ0142  ___________________________________________________________________
 QJ0142* NAD 83(1986)-  45 20 05.     (N)    083 30 19.     (W)     SCALED    
 QJ0142* NAVD 88     -       197.973  (meters)     649.52   (feet)  ADJUSTED  
 QJ0142  ___________________________________________________________________
 QJ0142  GEOID HEIGHT-         -36.95  (meters)                     GEOID03
 QJ0142  DYNAMIC HT  -         197.963 (meters)     649.48  (feet)  COMP
 QJ0142  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 QJ0142
 QJ0142  VERT ORDER  -  FIRST     CLASS II
 QJ0142
 QJ0142.The horizontal coordinates were scaled from a topographic map and have
 QJ0142.an estimated accuracy of +/- 6 seconds.
 QJ0142
 QJ0142.The orthometric height was determined by differential leveling
 QJ0142.and adjusted by the National Geodetic Survey in June 1991..
 QJ0142
 QJ0142.The geoid height was determined by GEOID03.
 QJ0142
 QJ0142.The dynamic height is computed by dividing the NAVD 88
 QJ0142.geopotential number by the normal gravity value computed on the
 QJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0142.degrees latitude (g = 980.6199 gals.).
 QJ0142
 QJ0142.The modeled gravity was interpolated from observed gravity values.
 QJ0142
 QJ0142;                    North         East    Units  Estimated Accuracy
 QJ0142;SPC MI C     -   224,610.    6,067,520.      MT  (+/- 180 meters Scaled)
 QJ0142
 QJ0142                          SUPERSEDED SURVEY CONTROL
 QJ0142
 QJ0142.No superseded survey control is available for this station.
 QJ0142
 QJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL036231(NAD 83)
 QJ0142_MARKER: I = METAL ROD
 QJ0142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0142_SP_SET: STAINLESS STEEL ROD
 QJ0142_STAMPING: G 308 1983
 QJ0142_MARK LOGO: NGS   
 QJ0142_PROJECTION: FLUSH
 QJ0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0142_ROD/PIPE-DEPTH: 8.04 meters
 QJ0142
 QJ0142  HISTORY     - Date     Condition        Report By
 QJ0142  HISTORY     - 1983     MONUMENTED       NGS
 QJ0142  HISTORY     - 20040809 GOOD             USPSQD
 QJ0142
 QJ0142                          STATION DESCRIPTION
 QJ0142
 QJ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0142'29.7 KM (18.45 MI) ESE FROM ROGERS CITY.
 QJ0142'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0142'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0142'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.6 KM (3.5 MI) EAST ALONG
 QJ0142'COUNTY ROAD E 638 ABOUT 0.1 KM (0.05 MI) BEYOND A GRAVELED CROSSROAD,
 QJ0142'IS SET BY A TELEPHONE POLE NUMBERED L 2261/4352 GTM, IS 2.1 KM
 QJ0142'(1.3 MI) OF THE JUNCTION OF HIGHLAND PINES ROAD, 10.05 METERS
 QJ0142'(33.0 FT) SOUTH OF THE CENTER OF COUNTY ROAD E 630, 23.01 METERS
 QJ0142'(75.5 FT) SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A 0.42-METER
 QJ0142'(1.4-FT) DIAMETER LONE PINE TREE, 70.71 METERS (23.2 FT) EAST OF THE
 QJ0142'CENTER OF A GRAVEL ROAD LEADING SOUTH, 3.81 METERS (12.5 FT) WEST OF A
 QJ0142'GUY WIRE ANCHORED TO POLE NUMBERED L 226/4352 GTM, AND 0.79 METER
 QJ0142'(2.6 FT) EAST OF THE TELEPHONE POLE NUMBERED L 226/4352 GTM.  NOTE,
 QJ0142'ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0142'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QJ0142'THE MARK IS 0.15 M BELOW COUNTY ROAD E 638.
 QJ0142
 QJ0142                          STATION RECOVERY (2004)
 QJ0142
 QJ0142'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI9609 ***********************************************************************
 AI9609  DESIGNATION -  G 309 RESET
 AI9609  PID         -  AI9609
 AI9609  STATE/COUNTY-  MI/ALCONA
 AI9609  USGS QUAD   -  SPRUCE (1971)
 AI9609
 AI9609                         *CURRENT SURVEY CONTROL
 AI9609  ___________________________________________________________________
 AI9609* NAD 83(1986)-  44 49 51.     (N)    083 22 40.     (W)     SCALED    
 AI9609* NAVD 88     -       236.59   (meters)     776.2    (feet)  RESET     
 AI9609  ___________________________________________________________________
 AI9609  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 AI9609
 AI9609  VERT ORDER  -  THIRD
 AI9609
 AI9609.The horizontal coordinates were scaled from a topographic map and have
 AI9609.an estimated accuracy of +/- 6 seconds.
 AI9609
 AI9609.The orthometric height was computed from unverified reset data.
 AI9609.No vertical observational check was made to the station.
 AI9609
 AI9609.The geoid height was determined by GEOID03.
 AI9609
 AI9609;                    North         East    Units  Estimated Accuracy
 AI9609;SPC MI C     -   168,730.    6,078,190.      MT  (+/- 180 meters Scaled)
 AI9609
 AI9609                          SUPERSEDED SURVEY CONTROL
 AI9609
 AI9609.No superseded survey control is available for this station.
 AI9609
 AI9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK120669(NAD 83)
 AI9609_MARKER: DV = VERTICAL CONTROL DISK
 AI9609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI9609_STAMPING: G 309 RESET 2000
 AI9609_MARK LOGO: NGS   
 AI9609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI9609+STABILITY: SURFACE MOTION
 AI9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9609+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9609
 AI9609  HISTORY     - Date     Condition        Report By
 AI9609  HISTORY     - 2000     MONUMENTED       MIDT
 AI9609
 AI9609                          STATION DESCRIPTION
 AI9609
 AI9609'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (JPC)
 AI9609'STATION IS LOCATED 10.1 KM (6.25 MI) SOUTH FROM OSSINEKE.  IT IS IN
 AI9609'ALCONA TOWNSHIP, ALCONA COUNTY, MICHIGAN AND ALSO ON THE BLACK RIVER
 AI9609'QUADRANGLE MAP AND WITHIN THE STATE OF MICHIGAN RIGHT OF WAY.  TO
 AI9609'REACH THE STATION FROM THE POST OFFICE IN OSSINEKE, GO SOUTH ON US
 AI9609'HIGHWAY 23 FOR 10.1 KM (6.25 MI) TO STATION ON THE RIGHT AT HOUSE
 AI9609'NUMBER 5949.  THE STATION IS A STANDARD NGS BENCH MARK DISK SET IN THE
 AI9609'TOP OF A POURED IN PLACE CONCRETE MONUMENT, STAMPED G 309 RESET 2000.
 AI9609'IT IS 20.1 M (65.9 FT) WEST FROM THE EXISTING CENTERLINE OF US HYW 23,
 AI9609'15.5 M (50.9 FT) NORTH FROM THE EXISTING CENTERLINE OF A GRAVEL DRIVE,
 AI9609'6.35 M (20.83 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF VOLTAGE BOX
 AI9609'3441 AND 0.9 M (3.0 FT) WEST FROM AND NGS CARSONITE WITNESS POST.
 AI9609'DESCRIBED BY JOSEPH P.  CURTIS, MDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0353 ***********************************************************************
 OJ0353  DESIGNATION -  G 31
 OJ0353  PID         -  OJ0353
 OJ0353  STATE/COUNTY-  MI/TUSCOLA
 OJ0353  USGS QUAD   -  VASSAR (1973)
 OJ0353
 OJ0353                         *CURRENT SURVEY CONTROL
 OJ0353  ___________________________________________________________________
 OJ0353* NAD 83(1986)-  43 17 11.     (N)    083 31 49.     (W)     SCALED    
 OJ0353* NAVD 88     -       224.343  (meters)     736.03   (feet)  ADJUSTED  
 OJ0353  ___________________________________________________________________
 OJ0353  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OJ0353  DYNAMIC HT  -         224.293 (meters)     735.87  (feet)  COMP
 OJ0353  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 OJ0353
 OJ0353  VERT ORDER  -  FIRST     CLASS II
 OJ0353
 OJ0353.The horizontal coordinates were scaled from a topographic map and have
 OJ0353.an estimated accuracy of +/- 6 seconds.
 OJ0353
 OJ0353.The orthometric height was determined by differential leveling
 OJ0353.and adjusted by the National Geodetic Survey in June 1991..
 OJ0353
 OJ0353.The geoid height was determined by GEOID03.
 OJ0353
 OJ0353.The dynamic height is computed by dividing the NAVD 88
 OJ0353.geopotential number by the normal gravity value computed on the
 OJ0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0353.degrees latitude (g = 980.6199 gals.).
 OJ0353
 OJ0353.The modeled gravity was interpolated from observed gravity values.
 OJ0353
 OJ0353;                    North         East    Units  Estimated Accuracy
 OJ0353;SPC MI S     -   198,770.    4,067,880.      MT  (+/- 180 meters Scaled)
 OJ0353
 OJ0353                          SUPERSEDED SURVEY CONTROL
 OJ0353
 OJ0353  NGVD 29 (??/??/92)  224.498  (m)          736.54   (f) ADJ UNCH    1 2
 OJ0353
 OJ0353.Superseded values are not recommended for survey control.
 OJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0353.See file dsdata.txt to determine how the superseded data were derived.
 OJ0353
 OJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH947957(NAD 83)
 OJ0353_MARKER: DB = BENCH MARK DISK
 OJ0353_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0353_SP_SET: CULVERT
 OJ0353_STAMPING: 736.541 G 31 1930
 OJ0353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0353
 OJ0353  HISTORY     - Date     Condition        Report By
 OJ0353  HISTORY     - 1930     MONUMENTED       CGS
 OJ0353  HISTORY     - 1934     GOOD             NGS
 OJ0353  HISTORY     - 19990529 GOOD             USPSQD
 OJ0353
 OJ0353                          STATION DESCRIPTION
 OJ0353
 OJ0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0353'0.3 MI N FROM MILLINGTON.
 OJ0353'0.3 MILE NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0353'STATION AT MILLINGTON, TUSCOLA COUNTY, 7 RAILS NORTH OF MILEPOST
 OJ0353'D 80, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF
 OJ0353'THE EAST HEADWALL, AND 4.8 FEET EAST OF THE EAST RAIL.  A
 OJ0353'STANDARD DISK, SATMPED 736.541 G 31 1930.
 OJ0353
 OJ0353                          STATION RECOVERY (1999)
 OJ0353
 OJ0353'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0353'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0109 ***********************************************************************
 QJ0109  DESIGNATION -  G 310
 QJ0109  PID         -  QJ0109
 QJ0109  STATE/COUNTY-  MI/ALPENA
 QJ0109  USGS QUAD   -  ALPENA (1971)
 QJ0109
 QJ0109                         *CURRENT SURVEY CONTROL
 QJ0109  ___________________________________________________________________
 QJ0109* NAD 83(1986)-  45 07 10.     (N)    083 26 50.     (W)     SCALED    
 QJ0109* NAVD 88     -       205.723  (meters)     674.94   (feet)  ADJUSTED  
 QJ0109  ___________________________________________________________________
 QJ0109  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 QJ0109  DYNAMIC HT  -         205.709 (meters)     674.90  (feet)  COMP
 QJ0109  MODELED GRAV-     980,544.8   (mgal)                       NAVD 88
 QJ0109
 QJ0109  VERT ORDER  -  FIRST     CLASS II
 QJ0109
 QJ0109.The horizontal coordinates were scaled from a topographic map and have
 QJ0109.an estimated accuracy of +/- 6 seconds.
 QJ0109
 QJ0109.The orthometric height was determined by differential leveling
 QJ0109.and adjusted by the National Geodetic Survey in June 1991..
 QJ0109
 QJ0109.The geoid height was determined by GEOID03.
 QJ0109
 QJ0109.The dynamic height is computed by dividing the NAVD 88
 QJ0109.geopotential number by the normal gravity value computed on the
 QJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0109.degrees latitude (g = 980.6199 gals.).
 QJ0109
 QJ0109.The modeled gravity was interpolated from observed gravity values.
 QJ0109
 QJ0109;                    North         East    Units  Estimated Accuracy
 QJ0109;SPC MI C     -   200,740.    6,072,340.      MT  (+/- 180 meters Scaled)
 QJ0109
 QJ0109                          SUPERSEDED SURVEY CONTROL
 QJ0109
 QJ0109.No superseded survey control is available for this station.
 QJ0109
 QJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK075991(NAD 83)
 QJ0109_MARKER: DB = BENCH MARK DISK
 QJ0109_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0109_SP_SET: ROCK OUTCROP
 QJ0109_STAMPING: G 310 1983
 QJ0109_MARK LOGO: NGS   
 QJ0109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0109+STABILITY: POSITION/ELEVATION WELL
 QJ0109
 QJ0109  HISTORY     - Date     Condition        Report By
 QJ0109  HISTORY     - 1983     MONUMENTED       NGS
 QJ0109
 QJ0109                          STATION DESCRIPTION
 QJ0109
 QJ0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0109'6.3 KM (3.9 MI) NORTH FROM ALPENA.
 QJ0109'6.3 KM (3.9 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0109'ALPENA TO THE ALPENA VETERINARY HOSPITAL P.C. AND THE MARK ON THE
 QJ0109'RIGHT, 13.23 METERS (43.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 QJ0109'32.37 METERS (106.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QJ0109'HOSPITAL BUILDING, 13.04 METERS (42.8 FT) NORTH OF THE APPROXIMATE
 QJ0109'CENTER OF THE SOUTH ENTRANCE TO THE CLINIC, AND 4.42 METERS (14.5 FT)
 QJ0109'WEST OF POWERLINE POLE NUMBER L4-24.
 QJ0109'THE MARK IS 0.30 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0451 ***********************************************************************
 QK0451  DESIGNATION -  G 311
 QK0451  PID         -  QK0451
 QK0451  STATE/COUNTY-  MI/EMMET
 QK0451  USGS QUAD   -  
 QK0451
 QK0451                         *CURRENT SURVEY CONTROL
 QK0451  ___________________________________________________________________
 QK0451* NAD 83(1986)-  45 21 26.     (N)    085 03 24.     (W)     SCALED    
 QK0451* NAVD 88     -       201.875  (meters)     662.32   (feet)  ADJUSTED  
 QK0451  ___________________________________________________________________
 QK0451  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0451  DYNAMIC HT  -         201.866 (meters)     662.29  (feet)  COMP
 QK0451  MODELED GRAV-     980,571.3   (mgal)                       NAVD 88
 QK0451
 QK0451  VERT ORDER  -  FIRST     CLASS II
 QK0451
 QK0451.The horizontal coordinates were scaled from a topographic map and have
 QK0451.an estimated accuracy of +/- 6 seconds.
 QK0451
 QK0451.The orthometric height was determined by differential leveling
 QK0451.and adjusted by the National Geodetic Survey in June 1991..
 QK0451
 QK0451.The geoid height was determined by GEOID03.
 QK0451
 QK0451.The dynamic height is computed by dividing the NAVD 88
 QK0451.geopotential number by the normal gravity value computed on the
 QK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0451.degrees latitude (g = 980.6199 gals.).
 QK0451
 QK0451.The modeled gravity was interpolated from observed gravity values.
 QK0451
 QK0451;                    North         East    Units  Estimated Accuracy
 QK0451;SPC MI C     -   226,980.    5,945,940.      MT  (+/- 180 meters Scaled)
 QK0451
 QK0451                          SUPERSEDED SURVEY CONTROL
 QK0451
 QK0451.No superseded survey control is available for this station.
 QK0451
 QK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR522244(NAD 83)
 QK0451_MARKER: I = METAL ROD
 QK0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0451_SP_SET: STAINLESS STEEL ROD
 QK0451_STAMPING: G 311 1984
 QK0451_MARK LOGO: NGS   
 QK0451_PROJECTION: FLUSH
 QK0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0451+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2003
 QK0451_ROD/PIPE-DEPTH: 6.2  meters
 QK0451
 QK0451  HISTORY     - Date     Condition        Report By
 QK0451  HISTORY     - 1984     MONUMENTED       NGS
 QK0451  HISTORY     - 20031229 GOOD             ADVGEO
 QK0451
 QK0451                          STATION DESCRIPTION
 QK0451
 QK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0451'7.4 KM (4.6 MI) SW FROM PETOSKEY.
 QK0451'7.4 KM (4.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0451'U.S. HIGHWAY 131 IN PETOSKEY, 0.4 KM (0.25 MI) EAST OF A DRIVE-IN
 QK0451'THEATER EXIT, 22.8 METERS (75.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0451'HIGHWAY, 52.8 METERS (173.5 FT) EAST OF THE CENTERLINE OF A PAVED ROAD
 QK0451'LEADING SOUTH (CAMP DAGGETT ROAD), 1.9 METERS (6.2 FT) WEST OF A METAL
 QK0451'BRACED CORNER FENCE POST, AND 0.6 METER (1.9 FT) NORTH OF A
 QK0451'RIGHT-OF-WAY FENCE.
 QK0451'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0451
 QK0451                          STATION RECOVERY (2003)
 QK0451
 QK0451'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (JDP)
 QK0451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0483 ***********************************************************************
 QK0483  DESIGNATION -  G 312
 QK0483  PID         -  QK0483
 QK0483  STATE/COUNTY-  MI/ANTRIM
 QK0483  USGS QUAD   -  
 QK0483
 QK0483                         *CURRENT SURVEY CONTROL
 QK0483  ___________________________________________________________________
 QK0483* NAD 83(1986)-  45 09 07.     (N)    085 20 50.     (W)     SCALED    
 QK0483* NAVD 88     -       247.628  (meters)     812.43   (feet)  ADJUSTED  
 QK0483  ___________________________________________________________________
 QK0483  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 QK0483  DYNAMIC HT  -         247.625 (meters)     812.42  (feet)  COMP
 QK0483  MODELED GRAV-     980,595.2   (mgal)                       NAVD 88
 QK0483
 QK0483  VERT ORDER  -  FIRST     CLASS II
 QK0483
 QK0483.The horizontal coordinates were scaled from a topographic map and have
 QK0483.an estimated accuracy of +/- 6 seconds.
 QK0483
 QK0483.The orthometric height was determined by differential leveling
 QK0483.and adjusted by the National Geodetic Survey in June 1991..
 QK0483
 QK0483.The geoid height was determined by GEOID03.
 QK0483
 QK0483.The dynamic height is computed by dividing the NAVD 88
 QK0483.geopotential number by the normal gravity value computed on the
 QK0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0483.degrees latitude (g = 980.6199 gals.).
 QK0483
 QK0483.The modeled gravity was interpolated from observed gravity values.
 QK0483
 QK0483;                    North         East    Units  Estimated Accuracy
 QK0483;SPC MI C     -   204,400.    5,922,900.      MT  (+/- 180 meters Scaled)
 QK0483
 QK0483                          SUPERSEDED SURVEY CONTROL
 QK0483
 QK0483.No superseded survey control is available for this station.
 QK0483
 QK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR299011(NAD 83)
 QK0483_MARKER: I = METAL ROD
 QK0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0483_SP_SET: STAINLESS STEEL ROD
 QK0483_STAMPING: G 312 1984
 QK0483_MARK LOGO: NGS   
 QK0483_PROJECTION: FLUSH
 QK0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0483+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2002
 QK0483_ROD/PIPE-DEPTH: 13.4 meters
 QK0483
 QK0483  HISTORY     - Date     Condition        Report By
 QK0483  HISTORY     - 1984     MONUMENTED       NGS
 QK0483  HISTORY     - 19950528 GOOD             USPSQD
 QK0483  HISTORY     - 19991118 GOOD             USPSQD
 QK0483  HISTORY     - 20020703 GOOD             INDIV
 QK0483  HISTORY     - 20040530 GOOD             USPSQD
 QK0483
 QK0483                          STATION DESCRIPTION
 QK0483
 QK0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0483'21.6 KM (13.5 MI) SOUTH FROM CHARLEVOIX.
 QK0483'21.6 KM (13.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0483'IN CHARLEVOIX, 0.2 KM (0.1 MI) NORTH OF ESSEX ROAD AT THE CEMETERY
 QK0483'WEST, 21.6 METERS (71.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 QK0483'8.1 METERS (26.6 FT) EAST OF A TEN INCH BY TEN INCH BY THIRTY SIX INCH
 QK0483'HIGH HEADSTONE (SUPERNAW), 3.0 METERS (10.0 FT) NORTH OF THE CENTER OF
 QK0483'THE ENTRANCE TO THE CEMETERY, A METAL PIPE FRAME GATE, AND 0.7 METER
 QK0483'(2.4 FT) EAST OF A WIRE FENCE.
 QK0483'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0483'THE MARK IS 2.1 M BELOW CENTERLINE OF HIGHWAY.
 QK0483
 QK0483                          STATION RECOVERY (1995)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0483'RECOVERED IN GOOD CONDITION.
 QK0483
 QK0483                          STATION RECOVERY (1999)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0483'RECOVERED IN GOOD CONDITION.
 QK0483
 QK0483                          STATION RECOVERY (2002)
 QK0483
 QK0483'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0483'WITNESS POST IS PRESENT. REFERENCE TO HEADSTONE,WIRE FENCE AND WITNESS
 QK0483'POST ARE STILL VALID.
 QK0483
 QK0483                          STATION RECOVERY (2004)
 QK0483
 QK0483'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0371 ***********************************************************************
 PL0371  DESIGNATION -  G 313
 PL0371  PID         -  PL0371
 PL0371  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0371  USGS QUAD   -  WALTON (1985)
 PL0371
 PL0371                         *CURRENT SURVEY CONTROL
 PL0371  ___________________________________________________________________
 PL0371* NAD 83(1986)-  44 49 09.     (N)    085 27 53.     (W)     SCALED    
 PL0371* NAVD 88     -       210.543  (meters)     690.76   (feet)  ADJUSTED  
 PL0371  ___________________________________________________________________
 PL0371  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 PL0371  DYNAMIC HT  -         210.527 (meters)     690.70  (feet)  COMP
 PL0371  MODELED GRAV-     980,536.1   (mgal)                       NAVD 88
 PL0371
 PL0371  VERT ORDER  -  FIRST     CLASS II
 PL0371
 PL0371.The horizontal coordinates were scaled from a topographic map and have
 PL0371.an estimated accuracy of +/- 6 seconds.
 PL0371
 PL0371.The orthometric height was determined by differential leveling
 PL0371.and adjusted by the National Geodetic Survey in June 1991..
 PL0371
 PL0371.The geoid height was determined by GEOID03.
 PL0371
 PL0371.The dynamic height is computed by dividing the NAVD 88
 PL0371.geopotential number by the normal gravity value computed on the
 PL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0371.degrees latitude (g = 980.6199 gals.).
 PL0371
 PL0371.The modeled gravity was interpolated from observed gravity values.
 PL0371
 PL0371;                    North         East    Units  Estimated Accuracy
 PL0371;SPC MI C     -   167,550.    5,913,160.      MT  (+/- 180 meters Scaled)
 PL0371
 PL0371                          SUPERSEDED SURVEY CONTROL
 PL0371
 PL0371.No superseded survey control is available for this station.
 PL0371
 PL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ213640(NAD 83)
 PL0371_MARKER: I = METAL ROD
 PL0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0371_SP_SET: STAINLESS STEEL ROD
 PL0371_STAMPING: G 313 1984
 PL0371_MARK LOGO: NGS   
 PL0371_PROJECTION: FLUSH
 PL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0371+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2002
 PL0371_ROD/PIPE-DEPTH: 5.5  meters
 PL0371
 PL0371  HISTORY     - Date     Condition        Report By
 PL0371  HISTORY     - 1984     MONUMENTED       NGS
 PL0371  HISTORY     - 20021010 GOOD             USPSQD
 PL0371  HISTORY     - 20021010 GOOD             USPSQD
 PL0371  HISTORY     - 20060410 GOOD             GEOCAC
 PL0371
 PL0371                          STATION DESCRIPTION
 PL0371
 PL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0371'10.4 KM (6.5 MI) SW FROM ELK RAPIDS.
 PL0371'10.4 KM (6.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0371'RIVERS STREET IN ELK RAPIDS, 14.1 METERS (46.5 FT) NORTHWEST OF THE
 PL0371'CENTERLINE OF THE HIGHWAY, AND 1.3 METERS (4.4 FT) NORTH OF A TWENTY
 PL0371'FOUR INCH MAPLE TREE.
 PL0371'THE MARK IS 0.5 M BELOW CENTERLINE OF HIGHWAY.
 PL0371
 PL0371                          STATION RECOVERY (2002)
 PL0371
 PL0371'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0371'RECOVERED AS DESCRIBED.
 PL0371
 PL0371                          STATION RECOVERY (2002)
 PL0371
 PL0371'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0371'RECOVERED IN GOOD CONDITION.
 PL0371
 PL0371                          STATION RECOVERY (2006)
 PL0371
 PL0371'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0371'(ADD) 0.6 METERS (2.0 FEET) SOUTHWEST OF CARSONITE WITNESS POST.
 PL0371'HH2 GPS  44 49 10.7 (N)  085 27 53.1 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0402 ***********************************************************************
 PL0402  DESIGNATION -  G 314
 PL0402  PID         -  PL0402
 PL0402  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0402  USGS QUAD   -  
 PL0402
 PL0402                         *CURRENT SURVEY CONTROL
 PL0402  ___________________________________________________________________
 PL0402* NAD 83(1986)-  44 39 29.     (N)    085 46 06.     (W)     SCALED    
 PL0402* NAVD 88     -       262.717  (meters)     861.93   (feet)  ADJUSTED  
 PL0402  ___________________________________________________________________
 PL0402  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0402  DYNAMIC HT  -         262.690 (meters)     861.84  (feet)  COMP
 PL0402  MODELED GRAV-     980,508.8   (mgal)                       NAVD 88
 PL0402
 PL0402  VERT ORDER  -  FIRST     CLASS II
 PL0402
 PL0402.The horizontal coordinates were scaled from a topographic map and have
 PL0402.an estimated accuracy of +/- 6 seconds.
 PL0402
 PL0402.The orthometric height was determined by differential leveling
 PL0402.and adjusted by the National Geodetic Survey in June 1991..
 PL0402
 PL0402.The geoid height was determined by GEOID03.
 PL0402
 PL0402.The dynamic height is computed by dividing the NAVD 88
 PL0402.geopotential number by the normal gravity value computed on the
 PL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0402.degrees latitude (g = 980.6199 gals.).
 PL0402
 PL0402.The modeled gravity was interpolated from observed gravity values.
 PL0402
 PL0402;                    North         East    Units  Estimated Accuracy
 PL0402;SPC MI C     -   150,020.    5,888,840.      MT  (+/- 180 meters Scaled)
 PL0402
 PL0402                          SUPERSEDED SURVEY CONTROL
 PL0402
 PL0402.No superseded survey control is available for this station.
 PL0402
 PL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ976457(NAD 83)
 PL0402_MARKER: I = METAL ROD
 PL0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0402_SP_SET: STAINLESS STEEL ROD
 PL0402_STAMPING: G 314 1984
 PL0402_MARK LOGO: NGS   
 PL0402_PROJECTION: FLUSH
 PL0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0402+STABILITY: POSITION/ELEVATION WELL
 PL0402_ROD/PIPE-DEPTH: 24.4 meters
 PL0402
 PL0402  HISTORY     - Date     Condition        Report By
 PL0402  HISTORY     - 1984     MONUMENTED       NGS
 PL0402  HISTORY     - 19971029 GOOD             USPSQD
 PL0402
 PL0402                          STATION DESCRIPTION
 PL0402
 PL0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0402'1.7 KM (1.1 MI) NORTH FROM INTERLOCHEN.
 PL0402'1.76 KM (1.1 MI) NORTH ALONG STATE HIGHWAY M 137 FROM THE POST OFFICE
 PL0402'AT INTERLOCHEN, AT THE T-JUNCTION OF U.S. HIGHWAY 31, IN THE NORTHWEST
 PL0402'CORNER OF THE HIGHWAYS, 15.5 METERS (51.0 FT) WEST OF THE CENTERLINE
 PL0402'OF LONG LAKE ROAD, 18.0 METERS (59.0 FT) NORTH OF THE CENTERLINE OF
 PL0402'HIGHWAY 31, 10.8 METERS (35.5 FT) SOUTHWEST OF A POWERLINE POLE
 PL0402'NUMBERED 54/GN3/52 1, AND 2.9 METERS (9.5 FT) WEST OF A 30-INCH TWIN
 PL0402'TRUNK OAK TREE.
 PL0402'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 PL0402'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HWY 31.
 PL0402
 PL0402                          STATION RECOVERY (1997)
 PL0402
 PL0402'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0295 ***********************************************************************
 OL0295  DESIGNATION -  G 315
 OL0295  PID         -  OL0295
 OL0295  STATE/COUNTY-  MI/MASON
 OL0295  USGS QUAD   -  
 OL0295
 OL0295                         *CURRENT SURVEY CONTROL
 OL0295  ___________________________________________________________________
 OL0295* NAD 83(1986)-  43 57 19.     (N)    086 23 22.     (W)     SCALED    
 OL0295* NAVD 88     -       193.239  (meters)     633.99   (feet)  ADJUSTED  
 OL0295  ___________________________________________________________________
 OL0295  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 OL0295  DYNAMIC HT  -         193.206 (meters)     633.88  (feet)  COMP
 OL0295  MODELED GRAV-     980,444.1   (mgal)                       NAVD 88
 OL0295
 OL0295  VERT ORDER  -  FIRST     CLASS II
 OL0295
 OL0295.The horizontal coordinates were scaled from a topographic map and have
 OL0295.an estimated accuracy of +/- 6 seconds.
 OL0295
 OL0295.The orthometric height was determined by differential leveling
 OL0295.and adjusted by the National Geodetic Survey in June 1991..
 OL0295
 OL0295.The geoid height was determined by GEOID03.
 OL0295
 OL0295.The dynamic height is computed by dividing the NAVD 88
 OL0295.geopotential number by the normal gravity value computed on the
 OL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0295.degrees latitude (g = 980.6199 gals.).
 OL0295
 OL0295.The modeled gravity was interpolated from observed gravity values.
 OL0295
 OL0295;                    North         East    Units  Estimated Accuracy
 OL0295;SPC MI C     -    72,990.    5,837,650.      MT  (+/- 180 meters Scaled)
 OL0295
 OL0295                          SUPERSEDED SURVEY CONTROL
 OL0295
 OL0295.No superseded survey control is available for this station.
 OL0295
 OL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP489670(NAD 83)
 OL0295_MARKER: I = METAL ROD
 OL0295_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0295_SP_SET: STAINLESS STEEL ROD
 OL0295_STAMPING: G 315 1984
 OL0295_MARK LOGO: NGS   
 OL0295_PROJECTION: FLUSH
 OL0295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0295_ROD/PIPE-DEPTH: 18.3 meters
 OL0295
 OL0295  HISTORY     - Date     Condition        Report By
 OL0295  HISTORY     - 1984     MONUMENTED       NGS
 OL0295  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 OL0295
 OL0295                          STATION DESCRIPTION
 OL0295
 OL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0295'4.6 KM (2.85 MI) EAST FROM LUDINGTON.
 OL0295'4.6 KM (2.85 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0295'LUDINGTON, AT 4413 HIGHWAY 10 OCCUPIED BY WOLF AND GLEASON AUTO BODY
 OL0295'REPAIR, 15.33 METERS (50.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 OL0295'29.26 METERS (96.0 FT) NORTH-NORTHWEST CORNER OF THE AUTO REPAIR
 OL0295'BUILDING (A CONCRETE BLOCK BUILDING), 9.75 METERS (32.0 FT) WEST OF
 OL0295'THE CENTER OF THE ENTRANCE DRIVEWAY TO THE SHOP, 2.62 METERS (8.6 FT)
 OL0295'WEST OF A GUY WIRE ANCHOR TO A UTILITY ELECTRIC SERVICE POLE, AND
 OL0295'0.82 METERS (2.7 FT) EAST OF THE ELECTRIC SERVICE POLE.
 OL0295'THE MARK IS 0.82 METERS  E FROM A WITNESS POST.
 OL0295'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0295
 OL0295                          STATION RECOVERY (2003)
 OL0295
 OL0295'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 OL0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0340 ***********************************************************************
 OL0340  DESIGNATION -  G 316
 OL0340  PID         -  OL0340
 OL0340  STATE/COUNTY-  MI/OCEANA
 OL0340  USGS QUAD   -  
 OL0340
 OL0340                         *CURRENT SURVEY CONTROL
 OL0340  ___________________________________________________________________
 OL0340* NAD 83(1986)-  43 30 52.     (N)    086 20 52.     (W)     SCALED    
 OL0340* NAVD 88     -       211.709  (meters)     694.58   (feet)  ADJUSTED  
 OL0340  ___________________________________________________________________
 OL0340  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OL0340  DYNAMIC HT  -         211.668 (meters)     694.45  (feet)  COMP
 OL0340  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OL0340
 OL0340  VERT ORDER  -  FIRST     CLASS II
 OL0340
 OL0340.The horizontal coordinates were scaled from a topographic map and have
 OL0340.an estimated accuracy of +/- 6 seconds.
 OL0340
 OL0340.The orthometric height was determined by differential leveling
 OL0340.and adjusted by the National Geodetic Survey in June 1991..
 OL0340
 OL0340.The geoid height was determined by GEOID03.
 OL0340
 OL0340.The dynamic height is computed by dividing the NAVD 88
 OL0340.geopotential number by the normal gravity value computed on the
 OL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0340.degrees latitude (g = 980.6199 gals.).
 OL0340
 OL0340.The modeled gravity was interpolated from observed gravity values.
 OL0340
 OL0340;                    North         East    Units  Estimated Accuracy
 OL0340;SPC MI S     -   225,650.    3,839,830.      MT  (+/- 180 meters Scaled)
 OL0340
 OL0340                          SUPERSEDED SURVEY CONTROL
 OL0340
 OL0340.No superseded survey control is available for this station.
 OL0340
 OL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527181(NAD 83)
 OL0340_MARKER: I = METAL ROD
 OL0340_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0340_SP_SET: STAINLESS STEEL ROD
 OL0340_STAMPING: G 316 1984
 OL0340_MARK LOGO: NGS   
 OL0340_PROJECTION: RECESSED 3 CENTIMETERS
 OL0340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0340+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0340_ROD/PIPE-DEPTH: 29.3 meters
 OL0340
 OL0340  HISTORY     - Date     Condition        Report By
 OL0340  HISTORY     - 1984     MONUMENTED       NGS
 OL0340  HISTORY     - 19940820 GOOD             USPSQD
 OL0340  HISTORY     - 20010928 GOOD             USPSQD
 OL0340  HISTORY     - 20041009 GOOD             USPSQD
 OL0340
 OL0340                          STATION DESCRIPTION
 OL0340
 OL0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0340'5.0 KM (3.15 MI) SOUTH FROM NEW ERA.
 OL0340'5.0 KM (3.15 MI) SOUTH ALONG OCEANA DRIVE FROM THE POST OFFICE IN NEW
 OL0340'ERA, AT WILKE ROAD LEADING WEST, ALSO 0.9 KM (0.55 MI) NORTH OF THE
 OL0340'CROSSROAD (WINSTON ROAD SOUTHWEST) IN THE SMALL VILLAGE OF ROTHBURY,
 OL0340'22.70 METERS (74.5 FT) WEST OF THE CENTERLINE OF OCEANA DRIVE,
 OL0340'7.92 METERS (26.0 FT) SOUTH OF THE CENTER OF WILKE ROAD, 10.66 METERS
 OL0340'(35.0 FT) EAST-NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 0.70 METERS
 OL0340'(2.3 FT) EAST-NORTHEAST OF A POWERLINE POLE WITH A TRANSFORMER AND TWO
 OL0340'GUY WIRES ATTACHED, AND 4.38 METERS (14.4 FT) NORTH OF THE SOUTH ONE
 OL0340'OF TWO GUY WIRES.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0340'THE MARK IS 0.51 METERS  E FROM A WITNESS POST.
 OL0340'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0340
 OL0340                          STATION RECOVERY (1994)
 OL0340
 OL0340'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0340'RECOVERED IN GOOD CONDITION.
 OL0340
 OL0340                          STATION RECOVERY (2001)
 OL0340
 OL0340'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0340'RECOVERED IN GOOD CONDITION.
 OL0340
 OL0340                          STATION RECOVERY (2004)
 OL0340
 OL0340'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0372 ***********************************************************************
 OL0372  FBN         -  This is a Federal Base Network Control Station.
 OL0372  PACS        -  This is a Primary Airport Control Station.
 OL0372  DESIGNATION -  G 317
 OL0372  PID         -  OL0372
 OL0372  STATE/COUNTY-  MI/MUSKEGON
 OL0372  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0372
 OL0372                         *CURRENT SURVEY CONTROL
 OL0372  ___________________________________________________________________
 OL0372* NAD 83(1994)-  43 09 42.90125(N)    086 13 14.63932(W)     ADJUSTED  
 OL0372* NAVD 88     -       190.565  (meters)     625.21   (feet)  ADJUSTED  
 OL0372  ___________________________________________________________________
 OL0372  X           -     307,139.374 (meters)                     COMP
 OL0372  Y           -  -4,649,648.082 (meters)                     COMP
 OL0372  Z           -   4,340,747.329 (meters)                     COMP
 OL0372  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 OL0372  ELLIP HEIGHT-         156.84  (meters)          (06/11/02) GPS OBS
 OL0372  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 OL0372  DYNAMIC HT  -         190.524 (meters)     625.08  (feet)  COMP
 OL0372  MODELED GRAV-     980,398.8   (mgal)                       NAVD 88
 OL0372  OBS GRAVITY -     980,400.1   (mgal)                       GRAV_OBS
 OL0372
 OL0372  HORZ ORDER  -  B
 OL0372  VERT ORDER  -  FIRST     CLASS II
 OL0372  ELLP ORDER  -  FOURTH    CLASS I
 OL0372
 OL0372.This mark is at Muskegon Airport (MKG)
 OL0372
 OL0372.The horizontal coordinates were established by GPS observations
 OL0372.and adjusted by the National Geodetic Survey in September 1995..
 OL0372
 OL0372.The orthometric height was determined by differential leveling
 OL0372.and adjusted by the National Geodetic Survey in June 1991..
 OL0372
 OL0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0372
 OL0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0372
 OL0372.The ellipsoidal height was determined by GPS observations
 OL0372.and is referenced to NAD 83.
 OL0372
 OL0372.The geoid height was determined by GEOID03.
 OL0372
 OL0372.The dynamic height is computed by dividing the NAVD 88
 OL0372.geopotential number by the normal gravity value computed on the
 OL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0372.degrees latitude (g = 980.6199 gals.).
 OL0372
 OL0372.The modeled gravity was interpolated from observed gravity values.
 OL0372.The observed gravity was obtained from relative gravimeter ties
 OL0372.to the IGSN71 gravity network.
 OL0372
 OL0372;                    North         East     Units Scale Factor Converg.
 OL0372;SPC MI S     -   186,263.115 3,849,239.678   MT  0.99991853   -1 15 42.3
 OL0372;SPC MI S     -   611,099.46 12,628,739.10   iFT  0.99991853   -1 15 42.3
 OL0372;UTM  16      - 4,779,090.366   563,349.848   MT  0.99964937   +0 31 59.1
 OL0372
 OL0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0372!SPC MI S     -   0.99997540  x   0.99991853  =   0.99989394
 OL0372!UTM  16      -   0.99997540  x   0.99964937  =   0.99962478
 OL0372
 OL0372                          SUPERSEDED SURVEY CONTROL
 OL0372
 OL0372  ELLIP H (09/20/95)  156.84   (m)                       GP(       ) 1 2
 OL0372  NAVD 88 (09/20/95)  190.56   (m)          625.2    (f) LEVELING    3  
 OL0372
 OL0372.Superseded values are not recommended for survey control.
 OL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0372.See file dsdata.txt to determine how the superseded data were derived.
 OL0372
 OL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6335079090(NAD 83)
 OL0372_MARKER: I = METAL ROD
 OL0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0372_SP_SET: STAINLESS STEEL ROD
 OL0372_STAMPING: G 317 1984
 OL0372_MARK LOGO: NGS   
 OL0372_PROJECTION: FLUSH
 OL0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0372+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 OL0372_ROD/PIPE-DEPTH: 28.0 meters
 OL0372
 OL0372  HISTORY     - Date     Condition        Report By
 OL0372  HISTORY     - 1984     MONUMENTED       NGS
 OL0372  HISTORY     - 19920808 GOOD             USPSQD
 OL0372  HISTORY     - 19940523 GOOD             NGS
 OL0372  HISTORY     - 19940720 GOOD             USPSQD
 OL0372  HISTORY     - 20010426 GOOD             MIDT
 OL0372
 OL0372                          STATION DESCRIPTION
 OL0372
 OL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0372'6.2 KM (3.85 MI) SE FROM MUSKEGON HEIGHTS.
 OL0372'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0372'HEIGHTS, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG AIRLINE ROAD, THENCE
 OL0372'0.5 KM (0.35 MI) WEST ALONG AIRPORT ROAD, THENCE 1.6 KM (1.0 MI) SOUTH
 OL0372'ALONG GRAND HAVEN ROAD, AT ELLIS CROSSROAD, 22.79 METERS (74.8 FT)
 OL0372'WEST OF THE CENTERLINE OF GRAND HAVEN ROAD, 24.38 METERS (80.0 FT)
 OL0372'NORTH OF THE CENTER OF ELLIS ROAD, 23.92 METERS (78.5 FT) SOUTH OF THE
 OL0372'CENTER OF A DOUBLE GATE IN THE AIRPORT SECURITY FENCE LINE,
 OL0372'15.84 METERS (52.0 FT) WEST-NORTHWEST OF A FIRE HYDRANT, 1.61 METERS
 OL0372'(5.3 FT) NORTH OF THE CHAIN LINK CORNER FENCE POST, AND 0.27 METERS
 OL0372'(0.9 FT) EAST OF THE CHAIN LINK FENCE.  NOTE, DRIVING RATE MET AND ROD
 OL0372'ANCHORD.
 OL0372'THE MARK IS 0.33 METERS  SE FROM A WITNESS POST.
 OL0372'THE MARK IS ABOVE LEVEL WITH GRAND HAVEN ROAD.
 OL0372
 OL0372                          STATION RECOVERY (1992)
 OL0372
 OL0372'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0372'RECOVERED IN GOOD CONDITION.
 OL0372
 OL0372                          STATION RECOVERY (1994)
 OL0372
 OL0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OL0372'NOTE--TALL TRIPOD NEEDED TO CLEAR 1.8 M (5.9 FT) HIGH METAL FENCE.
 OL0372'STATION IS LOCATED ABOUT 7 KM (4.35 MI) SOUTH OF MUSKEGON, AT THE
 OL0372'SOUTHEAST CORNER OF THE MUSKEGON COUNTY AIRPORT, OUTSIDE OF THE
 OL0372'PERIMETER FENCE, IN THE NORTHWEST ANGLE OF A ROAD JUNCTION, ON THE
 OL0372'SOUTH EDGE OF SECTION 16, T R N, R 16 W.  OWNERSHIP--STATE DEPARTMENT
 OL0372'OF TRANSPORTATION.  TO REACH FROM THE OVERPASS AT THE JUNCTION OF U.S.
 OL0372'HIGHWAY 31 AND PONTALUNA ROAD (ABOUT 5 KM (3.10 MI) SOUTH OF THE END
 OL0372'OF INTERSTATE HIGHWAY 96) , GO WEST ON PONTALUNA ROAD FOR 0.83 KM
 OL0372'(0.50 MI) TO A CROSSROAD.  TURN RIGHT, NORTH, ON GRAND HAVEN ROAD FOR
 OL0372'3.25 KM (2.00 MI) TO A CROSSROAD (ELLIS ROAD) AND THE STATION ON THE
 OL0372'LEFT.  ACCESS COVER IS RECESSED 1 CM BELOW GROUND. STATION IS 13.6 M
 OL0372'(44.6 FT) WEST OF THE EDGE OF GRAND HAVEN ROAD, 19.5 M (64.0 FT) NORTH
 OL0372'OF THE EDGE OF ELLIS ROAD, 1.6 M (5.2 FT) NORTH-NORTHEAST OF A FENCE
 OL0372'CORNER, 0.3 M (1.0 FT) EAST OF THE PERIMETER FENCE, AND 0.3 M (1.0 FT)
 OL0372'SOUTHEAST OF A FIBERGLASS WITNESS POST.  ROD IS RECESSED 5 CM BELOW
 OL0372'GROUND.
 OL0372
 OL0372                          STATION RECOVERY (1994)
 OL0372
 OL0372'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0372'RECOVERED IN GOOD CONDITION.
 OL0372
 OL0372                          STATION RECOVERY (2001)
 OL0372
 OL0372'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (KV)
 OL0372'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 OL0372'TRANSPORTATION IN GOOD CONDITION.  STATION IS GOOD FOR USE WITH
 OL0372'G.P.S.
 OL0372' 
 OL0372'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OL0372' 
 OL0372' 
 OL0372'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0285 ***********************************************************************
 OL0285  DESIGNATION -  G 318
 OL0285  PID         -  OL0285
 OL0285  STATE/COUNTY-  MI/MASON
 OL0285  USGS QUAD   -  CUSTER (1987)
 OL0285
 OL0285                         *CURRENT SURVEY CONTROL
 OL0285  ___________________________________________________________________
 OL0285* NAD 83(1986)-  43 57 18.     (N)    086 13 42.     (W)     SCALED    
 OL0285* NAVD 88     -       209.925  (meters)     688.73   (feet)  ADJUSTED  
 OL0285  ___________________________________________________________________
 OL0285  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OL0285  DYNAMIC HT  -         209.889 (meters)     688.61  (feet)  COMP
 OL0285  MODELED GRAV-     980,443.8   (mgal)                       NAVD 88
 OL0285
 OL0285  VERT ORDER  -  FIRST     CLASS II
 OL0285
 OL0285.The horizontal coordinates were scaled from a topographic map and have
 OL0285.an estimated accuracy of +/- 6 seconds.
 OL0285
 OL0285.The orthometric height was determined by differential leveling
 OL0285.and adjusted by the National Geodetic Survey in June 1991..
 OL0285
 OL0285.The geoid height was determined by GEOID03.
 OL0285
 OL0285.The dynamic height is computed by dividing the NAVD 88
 OL0285.geopotential number by the normal gravity value computed on the
 OL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0285.degrees latitude (g = 980.6199 gals.).
 OL0285
 OL0285.The modeled gravity was interpolated from observed gravity values.
 OL0285
 OL0285;                    North         East    Units  Estimated Accuracy
 OL0285;SPC MI C     -    72,650.    5,850,570.      MT  (+/- 180 meters Scaled)
 OL0285
 OL0285                          SUPERSEDED SURVEY CONTROL
 OL0285
 OL0285.No superseded survey control is available for this station.
 OL0285
 OL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP619671(NAD 83)
 OL0285_MARKER: I = METAL ROD
 OL0285_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0285_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0285_STAMPING: G 318 1984
 OL0285_MARK LOGO: NGS   
 OL0285_PROJECTION: RECESSED 5 CENTIMETERS
 OL0285_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0285+STABILITY: POSITION/ELEVATION WELL
 OL0285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0285+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0285_ROD/PIPE-DEPTH: 11.0 meters
 OL0285_SLEEVE-DEPTH  : 3.0 meters
 OL0285
 OL0285  HISTORY     - Date     Condition        Report By
 OL0285  HISTORY     - 1984     MONUMENTED       NGS
 OL0285  HISTORY     - 1984     GOOD             NGS
 OL0285  HISTORY     - 19921109 GOOD             NGS
 OL0285  HISTORY     - 19961024 GOOD             USPSQD
 OL0285  HISTORY     - 20010815 GOOD             NGS
 OL0285  HISTORY     - 20021009 GOOD             USPSQD
 OL0285  HISTORY     - 20051014 GOOD             USPSQD
 OL0285
 OL0285                          STATION DESCRIPTION
 OL0285
 OL0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0285'0.64 KM (0.4 MI) WEST FROM CUSTER.
 OL0285'0.64 KM (0.4 MI) WEST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0285'CUSTER, AT THE SOUTHWEST CORNER OF THE VFW GOLD BAR POST 5096 AND THE
 OL0285'AUXILIARY BUILDING, 38.4 METERS (126.0 FT) NORTH OF THE CENTERLINE OF
 OL0285'HIGHWAY 10, 2.2 METERS (7.3 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF
 OL0285'THE VFW BUILDING, 28.6 METERS (92.7 FT) NORTHWEST OF A FLAG POLE,
 OL0285'5.6 METERS (18.5 FT) NORTH OF THE NORTH EDGE OF AN ASPHALT PARKING
 OL0285'AREA, 1.8 METERS (6.0 FT) SOUTHEAST OF A UTILITY POLE WITH A STREET
 OL0285'LIGHT ATTACHED, 22.9 METERS (75.0 FT) WEST OF THE CENTER OF THE SOUTH
 OL0285'ENTRANCE DOORS TO THE BUILDING, AND 1.8 METERS (5.9 FT) SOUTH OF THE
 OL0285'SOUTH FACE OF THE VFW BUILDING.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 OL0285'THE MARK IS 0.91 M ABOVE HIGHWAY.
 OL0285
 OL0285                          STATION RECOVERY (1984)
 OL0285
 OL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (1992)
 OL0285
 OL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OL0285'0.6 KM (0.35 MI) WESTERLY ALONG U.S.HIGHWAY 10 FROM THE POST OFFICE IN
 OL0285'CUSTER, 38.7 M (127.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 28.3 M
 OL0285'(92.8 FT) NORTHWEST OF A FLAG POLE, 1.8 M (5.9 FT) SOUTH OF THE SOUTH
 OL0285'FACE OF THE VETERANS OF FOREIGN WARS POST 5O96, 1.3 M (4.3 FT) EAST OF
 OL0285'THE EAST FACE OF THE WEST WING OF THE BUILDING, AND 0.1 M (0.3 FT)
 OL0285'BELOW THE GROUND SURFACE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 OL0285'A 5-INCH LOGO CAP.
 OL0285
 OL0285                          STATION RECOVERY (1996)
 OL0285
 OL0285'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (2001)
 OL0285
 OL0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0285
 OL0285                          STATION RECOVERY (2002)
 OL0285
 OL0285'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 OL0285'RECOVERED IN GOOD CONDITION.
 OL0285
 OL0285                          STATION RECOVERY (2005)
 OL0285
 OL0285'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0423 ***********************************************************************
 NG0423  DESIGNATION -  G 319
 NG0423  PID         -  NG0423
 NG0423  STATE/COUNTY-  MI/ALLEGAN
 NG0423  USGS QUAD   -  HAMILTON WEST (1981)
 NG0423
 NG0423                         *CURRENT SURVEY CONTROL
 NG0423  ___________________________________________________________________
 NG0423* NAD 83(1986)-  42 39 09.     (N)    086 06 52.     (W)     SCALED    
 NG0423* NAVD 88     -       211.239  (meters)     693.04   (feet)  ADJUSTED  
 NG0423  ___________________________________________________________________
 NG0423  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NG0423  DYNAMIC HT  -         211.184 (meters)     692.86  (feet)  COMP
 NG0423  MODELED GRAV-     980,352.9   (mgal)                       NAVD 88
 NG0423
 NG0423  VERT ORDER  -  FIRST     CLASS II
 NG0423
 NG0423.The horizontal coordinates were scaled from a topographic map and have
 NG0423.an estimated accuracy of +/- 6 seconds.
 NG0423
 NG0423.The orthometric height was determined by differential leveling
 NG0423.and adjusted by the National Geodetic Survey in June 1991..
 NG0423
 NG0423.The geoid height was determined by GEOID03.
 NG0423
 NG0423.The dynamic height is computed by dividing the NAVD 88
 NG0423.geopotential number by the normal gravity value computed on the
 NG0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0423.degrees latitude (g = 980.6199 gals.).
 NG0423
 NG0423.The modeled gravity was interpolated from observed gravity values.
 NG0423
 NG0423;                    North         East    Units  Estimated Accuracy
 NG0423;SPC MI S     -   129,500.    3,856,710.      MT  (+/- 180 meters Scaled)
 NG0423
 NG0423                          SUPERSEDED SURVEY CONTROL
 NG0423
 NG0423.No superseded survey control is available for this station.
 NG0423
 NG0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN725226(NAD 83)
 NG0423_MARKER: I = METAL ROD
 NG0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0423_SP_SET: STAINLESS STEEL ROD
 NG0423_STAMPING: G 319 1984
 NG0423_MARK LOGO: NGS   
 NG0423_PROJECTION: PROJECTING 2 CENTIMETERS
 NG0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0423_ROD/PIPE-DEPTH: 26.9 meters
 NG0423
 NG0423  HISTORY     - Date     Condition        Report By
 NG0423  HISTORY     - 1984     MONUMENTED       NGS
 NG0423  HISTORY     - 1988     GOOD             USPSQD
 NG0423
 NG0423                          STATION DESCRIPTION
 NG0423
 NG0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0423'6.3 KM (3.95 MI) NORTH FROM FENNVILLE.
 NG0423'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0423'POST OFFICE IN FEENVILLE, THENCE 5.5 KM (3.45 MI) NORTH ALONG 58TH
 NG0423'STREET, AT THE OLD ALLEGAN ROAD LEADING WEST, 10.57 METERS (34.7 FT)
 NG0423'WEST OF THE CENTERLINE OF 58TH STREET, 13.41 METERS (44.0 FT) NORTH OF
 NG0423'THE CENTER OF OLD ALLEGAN ROAD, 5.57 METERS (18.3 FT) EAST-SOUTHEAST
 NG0423'OF A TELEPHONE JUNCTION BOX NUMBERED 3202, 1.88 METERS (6.2 FT)
 NG0423'NORTH-NORTHEAST OF A METAL POST WITH STREET SIGNS ATTACHED (OLD
 NG0423'ALLEGAN ROAD AND 58TH STREET), AND 0.97 METERS (3.2 FT) SOUTHWEST OF A
 NG0423'POWERLINE POLE.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 NG0423'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 NG0423'THE MARK IS ABOVE LEVEL WITH 58TH STREET.
 NG0423
 NG0423                          STATION RECOVERY (1988)
 NG0423
 NG0423'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0420 ***********************************************************************
 NE0420  DESIGNATION -  G 32
 NE0420  PID         -  NE0420
 NE0420  STATE/COUNTY-  MI/MACOMB
 NE0420  USGS QUAD   -  WARREN (1980)
 NE0420
 NE0420                         *CURRENT SURVEY CONTROL
 NE0420  ___________________________________________________________________
 NE0420* NAD 83(1986)-  42 37 29.     (N)    083 02 30.     (W)     SCALED    
 NE0420* NAVD 88     -       195.919  (meters)     642.78   (feet)  ADJUSTED  
 NE0420  ___________________________________________________________________
 NE0420  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 NE0420  DYNAMIC HT  -         195.862 (meters)     642.59  (feet)  COMP
 NE0420  MODELED GRAV-     980,329.3   (mgal)                       NAVD 88
 NE0420
 NE0420  VERT ORDER  -  FIRST     CLASS II
 NE0420
 NE0420.The horizontal coordinates were scaled from a topographic map and have
 NE0420.an estimated accuracy of +/- 6 seconds.
 NE0420
 NE0420.The orthometric height was determined by differential leveling
 NE0420.and adjusted by the National Geodetic Survey in June 1991..
 NE0420
 NE0420.The geoid height was determined by GEOID03.
 NE0420
 NE0420.The dynamic height is computed by dividing the NAVD 88
 NE0420.geopotential number by the normal gravity value computed on the
 NE0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0420.degrees latitude (g = 980.6199 gals.).
 NE0420
 NE0420.The modeled gravity was interpolated from observed gravity values.
 NE0420
 NE0420;                    North         East    Units  Estimated Accuracy
 NE0420;SPC MI S     -   125,790.    4,108,680.      MT  (+/- 180 meters Scaled)
 NE0420
 NE0420                          SUPERSEDED SURVEY CONTROL
 NE0420
 NE0420  NGVD 29 (??/??/92)  196.057  (m)          643.23   (f) ADJ UNCH    1 2
 NE0420
 NE0420.Superseded values are not recommended for survey control.
 NE0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0420.See file dsdata.txt to determine how the superseded data were derived.
 NE0420
 NE0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH325211(NAD 83)
 NE0420_MARKER: DB = BENCH MARK DISK
 NE0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0420_STAMPING: 643.230 G 32 1930
 NE0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0420+STABILITY: SURFACE MOTION
 NE0420
 NE0420  HISTORY     - Date     Condition        Report By
 NE0420  HISTORY     - 1930     MONUMENTED       CGS
 NE0420  HISTORY     - 1942     GOOD             NGS
 NE0420  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0420  HISTORY     - 20010304 MARK NOT FOUND   USPSQD
 NE0420
 NE0420                          STATION DESCRIPTION
 NE0420
 NE0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0420'AT UTICA.
 NE0420'AT UTICA, MACOMB COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, 25
 NE0420'RAILS NORTH OF THE STATION, AT MILEPOST D 24-BC 85, 2 RAILS
 NE0420'SOUTH OF THE CROSSING OF PONTIAC STREET, AND 20.6 FEET EAST OF
 NE0420'THE EAST RAIL.  A STANDARD DISK, STAMPED 643.230 G 32 1930 AND
 NE0420'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 NE0420'GROUND.
 NE0420
 NE0420                          STATION RECOVERY (1994)
 NE0420
 NE0420'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0420'MARK NOT FOUND.
 NE0420
 NE0420                          STATION RECOVERY (2001)
 NE0420
 NE0420'RECOVERY NOTE BY US POWER SQUADRON 2001 (LLS)
 NE0420'AREA HAS BEEN RESTRUCTED. PONTIAC STREET NO LONGER EXISTS. THE
 NE0420'RAILROAD TRACKS STILL EXISTS BUT HAS BEEN RELOCATED DUE TO HIGHWAY
 NE0420'CONSTRUTION OF A LIMITED ACCESS ROADWAY (M-59) HALL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0247 ***********************************************************************
 PM0247  DESIGNATION -  G 321
 PM0247  PID         -  PM0247
 PM0247  STATE/COUNTY-  MI/MANISTEE
 PM0247  USGS QUAD   -  MILLERTON (1987)
 PM0247
 PM0247                         *CURRENT SURVEY CONTROL
 PM0247  ___________________________________________________________________
 PM0247* NAD 83(1986)-  44 21 54.     (N)    086 04 47.     (W)     SCALED    
 PM0247* NAVD 88     -       238.923  (meters)     783.87   (feet)  ADJUSTED  
 PM0247  ___________________________________________________________________
 PM0247  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 PM0247  DYNAMIC HT  -         238.895 (meters)     783.77  (feet)  COMP
 PM0247  MODELED GRAV-     980,493.0   (mgal)                       NAVD 88
 PM0247
 PM0247  VERT ORDER  -  FIRST     CLASS II
 PM0247
 PM0247.The horizontal coordinates were scaled from a topographic map and have
 PM0247.an estimated accuracy of +/- 6 seconds.
 PM0247
 PM0247.The orthometric height was determined by differential leveling
 PM0247.and adjusted by the National Geodetic Survey in June 1991..
 PM0247
 PM0247.The geoid height was determined by GEOID03.
 PM0247
 PM0247.The dynamic height is computed by dividing the NAVD 88
 PM0247.geopotential number by the normal gravity value computed on the
 PM0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0247.degrees latitude (g = 980.6199 gals.).
 PM0247
 PM0247.The modeled gravity was interpolated from observed gravity values.
 PM0247
 PM0247;                    North         East    Units  Estimated Accuracy
 PM0247;SPC MI C     -   117,930.    5,863,460.      MT  (+/- 180 meters Scaled)
 PM0247
 PM0247                          SUPERSEDED SURVEY CONTROL
 PM0247
 PM0247.No superseded survey control is available for this station.
 PM0247
 PM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ733128(NAD 83)
 PM0247_MARKER: I = METAL ROD
 PM0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0247_SP_SET: STAINLESS STEEL ROD
 PM0247_STAMPING: G 321 1984
 PM0247_MARK LOGO: NGS   
 PM0247_PROJECTION: FLUSH
 PM0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0247+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 PM0247_ROD/PIPE-DEPTH: 20.7 meters
 PM0247
 PM0247  HISTORY     - Date     Condition        Report By
 PM0247  HISTORY     - 1984     MONUMENTED       NGS
 PM0247  HISTORY     - 19961023 GOOD             USPSQD
 PM0247  HISTORY     - 20031010 GOOD             USPSQD
 PM0247
 PM0247                          STATION DESCRIPTION
 PM0247
 PM0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0247'6.9 KM (4.3 MI) SW FROM KALEVA.
 PM0247'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0247'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET (COUNTY ROAD
 PM0247'669), THENCE 3.0 KM (1.9 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD 669),
 PM0247'THENCE 3.3 KM (2.05 MI) SOUTHWEST ALONG COUNTY ROAD 597 (TANNERVILLE
 PM0247'ROAD), THENCE 1.0 KM (0.65 MI) EAST OF ELM ROAD, 11.3 METERS (37.0 FT)
 PM0247'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 METER (2.0 FT) EAST OF
 PM0247'A POWERLINE POLE.
 PM0247'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0247'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PM0247
 PM0247                          STATION RECOVERY (1996)
 PM0247
 PM0247'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0247'RECOVERED IN GOOD CONDITION.
 PM0247
 PM0247                          STATION RECOVERY (2003)
 PM0247
 PM0247'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1225 ***********************************************************************
 NF1225  DESIGNATION -  G 322
 NF1225  PID         -  NF1225
 NF1225  STATE/COUNTY-  MI/VAN BUREN
 NF1225  USGS QUAD   -  GOBLES EAST (1981)
 NF1225
 NF1225                         *CURRENT SURVEY CONTROL
 NF1225  ___________________________________________________________________
 NF1225* NAD 83(1986)-  42 21 42.     (N)    085 48 33.     (W)     SCALED    
 NF1225* NAVD 88     -       245.289  (meters)     804.75   (feet)  ADJUSTED  
 NF1225  ___________________________________________________________________
 NF1225  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF1225  DYNAMIC HT  -         245.219 (meters)     804.52  (feet)  COMP
 NF1225  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 NF1225
 NF1225  VERT ORDER  -  FIRST     CLASS II
 NF1225
 NF1225.The horizontal coordinates were scaled from a topographic map and have
 NF1225.an estimated accuracy of +/- 6 seconds.
 NF1225
 NF1225.The orthometric height was determined by differential leveling
 NF1225.and adjusted by the National Geodetic Survey in June 1991..
 NF1225
 NF1225.The geoid height was determined by GEOID03.
 NF1225
 NF1225.The dynamic height is computed by dividing the NAVD 88
 NF1225.geopotential number by the normal gravity value computed on the
 NF1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1225.degrees latitude (g = 980.6199 gals.).
 NF1225
 NF1225.The modeled gravity was interpolated from observed gravity values.
 NF1225
 NF1225;                    North         East    Units  Estimated Accuracy
 NF1225;SPC MI S     -    96,730.    3,881,180.      MT  (+/- 180 meters Scaled)
 NF1225
 NF1225                          SUPERSEDED SURVEY CONTROL
 NF1225
 NF1225  NGVD 29 (01/19/93)  245.422  (m)          805.19   (f) ADJUSTED    1 2
 NF1225
 NF1225.Superseded values are not recommended for survey control.
 NF1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1225.See file dsdata.txt to determine how the superseded data were derived.
 NF1225
 NF1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM980906(NAD 83)
 NF1225_MARKER: I = METAL ROD
 NF1225_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1225_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1225_STAMPING: G 322 1984
 NF1225_MARK LOGO: NGS   
 NF1225_PROJECTION: FLUSH
 NF1225_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1225+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 NF1225_ROD/PIPE-DEPTH: 11.6 meters
 NF1225_SLEEVE-DEPTH  : 4.0 meters
 NF1225
 NF1225  HISTORY     - Date     Condition        Report By
 NF1225  HISTORY     - 1984     MONUMENTED       NGS
 NF1225  HISTORY     - 19930619 GOOD             LOCSUR
 NF1225  HISTORY     - 19930619 GOOD             LOCSUR
 NF1225
 NF1225                          STATION DESCRIPTION
 NF1225
 NF1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1225'0.4 KM (0.25 MI) EAST FROM KENDALL.
 NF1225'0.4 KM (0.25 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE
 NF1225'IN KENDALL, 22.9 M (75.1 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.4
 NF1225'M (14.4 FT) WEST OF THE WEST EDGE OF THE MAIN ENTRANCE TO THE CITY
 NF1225'HALL, 3.0 M (9.8 FT) EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 1.7
 NF1225'M (5.6 FT) SOUTH OF THE SOUTH FACE OF THE BUILDING, AND 5.3 M (17.4
 NF1225'FT) NORTH OF THE CENTER OF A CIRCLE DRIVEWAY.  NOTE--ACCESS TO DATUM
 NF1225'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1225'THE MARK IS 0.6 M ABOVE THE ROAD.
 NF1225
 NF1225                          STATION RECOVERY (1993)
 NF1225
 NF1225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF1225'RECOVERED IN GOOD CONDITION.
 NF1225
 NF1225                          STATION RECOVERY (1993)
 NF1225
 NF1225'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1225'A NEW DESCRIPTION FOLLOWS.  STATION IS 0.25 MI (0.40 KM) EASTERLY
 NF1225'ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL.  IT IS 75.1 FT
 NF1225'(22.9 M) NORTH OF THE CENTER LINE OF THE ROAD, 14.4 FT (4.4 M) WEST OF
 NF1225'THE WEST EDGE OF THE MAIN ENTRENCE TO THE CITY HALL, 9.8 FT (3.0 M)
 NF1225'EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 5.6 FT (1.7 M) SOUTH OF
 NF1225'THE FACE OF THE BUILDING, AND 17.4 FT (5.3 M) NORTH OF THE CENTER OF A
 NF1225'CIRCLE DRIVEWAY.  NOTE - ACCESS TO DATUM POINT IS HAD THRUGH A 5-INCH
 NF1225'LOGO CAP.  THE ROD IS FLUSH WITH GROUND LEVEL, DRIVEN TO A DEPTH OF
 NF1225'11.6 M.  (38.1 FT) AND 0.6 M (2.0 FT) ABOVE THE HEIGHT OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1224 ***********************************************************************
 NF1224  DESIGNATION -  G 323
 NF1224  PID         -  NF1224
 NF1224  STATE/COUNTY-  MI/VAN BUREN
 NF1224  USGS QUAD   -  GOBLES EAST (1981)
 NF1224
 NF1224                         *CURRENT SURVEY CONTROL
 NF1224  ___________________________________________________________________
 NF1224* NAD 83(1986)-  42 22 16.     (N)    085 49 43.     (W)     SCALED    
 NF1224* NAVD 88     -       241.649  (meters)     792.81   (feet)  ADJUSTED  
 NF1224  ___________________________________________________________________
 NF1224  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF1224  DYNAMIC HT  -         241.581 (meters)     792.59  (feet)  COMP
 NF1224  MODELED GRAV-     980,332.9   (mgal)                       NAVD 88
 NF1224
 NF1224  VERT ORDER  -  FIRST     CLASS II
 NF1224
 NF1224.The horizontal coordinates were scaled from a topographic map and have
 NF1224.an estimated accuracy of +/- 6 seconds.
 NF1224
 NF1224.The orthometric height was determined by differential leveling
 NF1224.and adjusted by the National Geodetic Survey in June 1991..
 NF1224
 NF1224.The geoid height was determined by GEOID03.
 NF1224
 NF1224.The dynamic height is computed by dividing the NAVD 88
 NF1224.geopotential number by the normal gravity value computed on the
 NF1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1224.degrees latitude (g = 980.6199 gals.).
 NF1224
 NF1224.The modeled gravity was interpolated from observed gravity values.
 NF1224
 NF1224;                    North         East    Units  Estimated Accuracy
 NF1224;SPC MI S     -    97,810.    3,879,600.      MT  (+/- 180 meters Scaled)
 NF1224
 NF1224                          SUPERSEDED SURVEY CONTROL
 NF1224
 NF1224  NGVD 29 (01/19/93)  241.786  (m)          793.26   (f) ADJUSTED    1 2
 NF1224
 NF1224.Superseded values are not recommended for survey control.
 NF1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1224.See file dsdata.txt to determine how the superseded data were derived.
 NF1224
 NF1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM964916(NAD 83)
 NF1224_MARKER: I = METAL ROD
 NF1224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1224_SP_SET: STAINLESS STEEL ROD
 NF1224_STAMPING: G 323 1984
 NF1224_MARK LOGO: NGS   
 NF1224_PROJECTION: RECESSED 3 CENTIMETERS
 NF1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1224_ROD/PIPE-DEPTH: 19.5 meters
 NF1224
 NF1224  HISTORY     - Date     Condition        Report By
 NF1224  HISTORY     - 1984     MONUMENTED       NGS
 NF1224
 NF1224                          STATION DESCRIPTION
 NF1224
 NF1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1224'5.3 KM (3.3 MI) EAST FROM GOBLES.
 NF1224'3.8 KM (2.35 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE JUNCTION OF
 NF1224'STATE HIGHWAY 40 IN GOBLES, THENCE 1.4 KM (0.85 MI) NORTH ALONG 29TH
 NF1224'STREET, THENCE 0.1 KM (0.05 MI) NORTH ALONG COUNTY ROAD 653, 36.9 M
 NF1224'(212.1 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK GARAGE,
 NF1224'36.0 M (118.1 FT) NORTH OF A POWERLINE CROSSING, 9.8 M ( 32.1 FT) WEST
 NF1224'OF THE CENTER OF THE ROAD, AND 0.6 M (2.0 FT) SOUTH OF UNDERGROUND
 NF1224'CABLE JUNCTION BOX NUMBER 13240.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1224'THROUGH A 5-INCH LOGO CAP.
 NF1224'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NF1224'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1510 ***********************************************************************
 RL1510  DESIGNATION -  G 324
 RL1510  PID         -  RL1510
 RL1510  STATE/COUNTY-  MI/GOGEBIC
 RL1510  USGS QUAD   -  WAKEFIELD (1975)
 RL1510
 RL1510                         *CURRENT SURVEY CONTROL
 RL1510  ___________________________________________________________________
 RL1510* NAD 83(1986)-  46 29 15.     (N)    089 55 57.     (W)     SCALED    
 RL1510* NAVD 88     -       454.789  (meters)    1492.09   (feet)  ADJUSTED  
 RL1510  ___________________________________________________________________
 RL1510  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RL1510  DYNAMIC HT  -         454.807 (meters)    1492.15  (feet)  COMP
 RL1510  MODELED GRAV-     980,641.2   (mgal)                       NAVD 88
 RL1510
 RL1510  VERT ORDER  -  FIRST     CLASS II
 RL1510
 RL1510.The horizontal coordinates were scaled from a topographic map and have
 RL1510.an estimated accuracy of +/- 6 seconds.
 RL1510
 RL1510.The orthometric height was determined by differential leveling
 RL1510.and adjusted by the National Geodetic Survey in June 1991..
 RL1510
 RL1510.The geoid height was determined by GEOID03.
 RL1510
 RL1510.The dynamic height is computed by dividing the NAVD 88
 RL1510.geopotential number by the normal gravity value computed on the
 RL1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1510.degrees latitude (g = 980.6199 gals.).
 RL1510
 RL1510.The modeled gravity was interpolated from observed gravity values.
 RL1510
 RL1510;                    North         East    Units  Estimated Accuracy
 RL1510;SPC MI N     -   193,570.    7,774,910.      MT  (+/- 180 meters Scaled)
 RL1510
 RL1510                          SUPERSEDED SURVEY CONTROL
 RL1510
 RL1510.No superseded survey control is available for this station.
 RL1510
 RL1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS749523(NAD 83)
 RL1510_MARKER: DB = BENCH MARK DISK
 RL1510_SETTING: 66 = SET IN ROCK OUTCROP
 RL1510_SP_SET: ROCK OUTCROP
 RL1510_STAMPING: G 324 1985
 RL1510_MARK LOGO: NGS   
 RL1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1510+STABILITY: POSITION/ELEVATION WELL
 RL1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1510+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1510
 RL1510  HISTORY     - Date     Condition        Report By
 RL1510  HISTORY     - 1985     MONUMENTED       NGS
 RL1510  HISTORY     - 20000731 GOOD             MIDT
 RL1510  HISTORY     - 20030822 GOOD             USPSQD
 RL1510  HISTORY     - 20040808 GOOD             USPSQD
 RL1510
 RL1510                          STATION DESCRIPTION
 RL1510
 RL1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1510'2.0 KM (1.25 MI) EAST FROM WAKEFIELD.
 RL1510'2.0 KM (1.25 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1510'WITH U.S. HIGHWAY 2 IN WAKEFIELD, NEAR THE NORTHEAST END OF AN 8 BY 12
 RL1510'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 102.0 M (334.6 FT) SOUTHWEST
 RL1510'OF THE CENTER OF A PAVED ROAD LEADING TO THOMASTON, 10.8 M (35.4 FT)
 RL1510'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 RL1510'SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP.
 RL1510'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RL1510'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1510
 RL1510                          STATION RECOVERY (2000)
 RL1510
 RL1510'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1510'RECOVERED IN GOOD CONDITION.
 RL1510
 RL1510                          STATION RECOVERY (2003)
 RL1510
 RL1510'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1510'RECOVERED IN GOOD CONDITION.
 RL1510
 RL1510                          STATION RECOVERY (2004)
 RL1510
 RL1510'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1482 ***********************************************************************
 RL1482  DESIGNATION -  G 325
 RL1482  PID         -  RL1482
 RL1482  STATE/COUNTY-  MI/BARAGA
 RL1482  USGS QUAD   -  
 RL1482
 RL1482                         *CURRENT SURVEY CONTROL
 RL1482  ___________________________________________________________________
 RL1482* NAD 83(1986)-  46 29 54.     (N)    088 47 36.     (W)     SCALED    
 RL1482* NAVD 88     -       410.339  (meters)    1346.25   (feet)  ADJUSTED  
 RL1482  ___________________________________________________________________
 RL1482  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 RL1482  DYNAMIC HT  -         410.351 (meters)    1346.29  (feet)  COMP
 RL1482  MODELED GRAV-     980,630.6   (mgal)                       NAVD 88
 RL1482
 RL1482  VERT ORDER  -  FIRST     CLASS II
 RL1482
 RL1482.The horizontal coordinates were scaled from a topographic map and have
 RL1482.an estimated accuracy of +/- 6 seconds.
 RL1482
 RL1482.The orthometric height was determined by differential leveling
 RL1482.and adjusted by the National Geodetic Survey in June 1991..
 RL1482
 RL1482.The geoid height was determined by GEOID03.
 RL1482
 RL1482.The dynamic height is computed by dividing the NAVD 88
 RL1482.geopotential number by the normal gravity value computed on the
 RL1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1482.degrees latitude (g = 980.6199 gals.).
 RL1482
 RL1482.The modeled gravity was interpolated from observed gravity values.
 RL1482
 RL1482;                    North         East    Units  Estimated Accuracy
 RL1482;SPC MI N     -   192,170.    7,862,360.      MT  (+/- 180 meters Scaled)
 RL1482
 RL1482                          SUPERSEDED SURVEY CONTROL
 RL1482
 RL1482.No superseded survey control is available for this station.
 RL1482
 RL1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS623509(NAD 83)
 RL1482_MARKER: I = METAL ROD
 RL1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1482_SP_SET: STAINLESS STEEL ROD
 RL1482_STAMPING: G 325 1985
 RL1482_MARK LOGO: NGS   
 RL1482_PROJECTION: FLUSH
 RL1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1482_ROD/PIPE-DEPTH: 12.2 meters
 RL1482
 RL1482  HISTORY     - Date     Condition        Report By
 RL1482  HISTORY     - 1985     MONUMENTED       NGS
 RL1482  HISTORY     - 1989     GOOD             USPSQD
 RL1482
 RL1482                          STATION DESCRIPTION
 RL1482
 RL1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1482'21.2 KM (13.2 MI) WEST FROM COVINGTON.
 RL1482'21.2 KM (13.2 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1482'WITH U.S. HIGHWAY 141 IN COVINGTON, 13.3 M (43.6 FT) EAST OF THE
 RL1482'CENTER OF A GATE AND DIRT ROAD LEADING SOUTH TO DUNCAN TOWNSHIP
 RL1482'SANITARY LAND FILL, AND 12.1 M (39.7 FT) SOUTH OF THE CENTERLINE OF
 RL1482'THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1482'CAP.
 RL1482'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1482'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1482
 RL1482                          STATION RECOVERY (1989)
 RL1482
 RL1482'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0461 ***********************************************************************
 NG0461  DESIGNATION -  G 326
 NG0461  PID         -  NG0461
 NG0461  STATE/COUNTY-  MI/BERRIEN
 NG0461  USGS QUAD   -  BENTON HARBOR (1980)
 NG0461
 NG0461                         *CURRENT SURVEY CONTROL
 NG0461  ___________________________________________________________________
 NG0461* NAD 83(1986)-  42 07 03.     (N)    086 26 50.     (W)     SCALED    
 NG0461* NAVD 88     -       184.296  (meters)     604.64   (feet)  ADJUSTED  
 NG0461  ___________________________________________________________________
 NG0461  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NG0461  DYNAMIC HT  -         184.234 (meters)     604.44  (feet)  COMP
 NG0461  MODELED GRAV-     980,284.6   (mgal)                       NAVD 88
 NG0461
 NG0461  VERT ORDER  -  FIRST     CLASS II
 NG0461
 NG0461.The horizontal coordinates were scaled from a topographic map and have
 NG0461.an estimated accuracy of +/- 6 seconds.
 NG0461
 NG0461.The orthometric height was determined by differential leveling
 NG0461.and adjusted by the National Geodetic Survey in June 1991..
 NG0461
 NG0461.The geoid height was determined by GEOID03.
 NG0461
 NG0461.The dynamic height is computed by dividing the NAVD 88
 NG0461.geopotential number by the normal gravity value computed on the
 NG0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0461.degrees latitude (g = 980.6199 gals.).
 NG0461
 NG0461.The modeled gravity was interpolated from observed gravity values.
 NG0461
 NG0461;                    North         East    Units  Estimated Accuracy
 NG0461;SPC MI S     -    70,720.    3,827,960.      MT  (+/- 180 meters Scaled)
 NG0461
 NG0461                          SUPERSEDED SURVEY CONTROL
 NG0461
 NG0461  NGVD 29 (01/19/93)  184.450  (m)          605.15   (f) ADJUSTED    1 2
 NG0461
 NG0461.Superseded values are not recommended for survey control.
 NG0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0461.See file dsdata.txt to determine how the superseded data were derived.
 NG0461
 NG0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM456629(NAD 83)
 NG0461_MARKER: I = METAL ROD
 NG0461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0461_SP_SET: STAINLESS STEEL ROD
 NG0461_STAMPING: G 326 1985
 NG0461_MARK LOGO: NGS   
 NG0461_PROJECTION: RECESSED 2 CENTIMETERS
 NG0461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0461_ROD/PIPE-DEPTH: 18.3 meters
 NG0461
 NG0461  HISTORY     - Date     Condition        Report By
 NG0461  HISTORY     - 1985     MONUMENTED       NGS
 NG0461
 NG0461                          STATION DESCRIPTION
 NG0461
 NG0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0461'IN BENTON HARBOR.
 NG0461'IN BENTON HARBOR, AT THE INTERSECTION OF MAIN AND PAW PAW STREETS,
 NG0461'14.0 M (49.5 FT) EAST OF THE CENTER OF PAW PAW STREET, 9.0 M (29.5 FT)
 NG0461'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF MAIN STREET, 2.3 M
 NG0461'(7.5 FT) EAST OF THE EAST EDGE OF A SIDE WALK, AND 1.7 M (5.6 FT)
 NG0461'SOUTH OF THE SOUTH EDGE OF A SIDE WALK.  NOTE--ACCESS TO DATUM POINT
 NG0461'IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0461'THE MARK IS 0.4 M ABOVE MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1215 ***********************************************************************
 NF1215  DESIGNATION -  G 327
 NF1215  PID         -  NF1215
 NF1215  STATE/COUNTY-  MI/KALAMAZOO
 NF1215  USGS QUAD   -  KALAMAZOO (1995)
 NF1215
 NF1215                         *CURRENT SURVEY CONTROL
 NF1215  ___________________________________________________________________
 NF1215* NAD 83(1986)-  42 17 40.     (N)    085 34 19.     (W)     SCALED    
 NF1215* NAVD 88     -       233.564  (meters)     766.28   (feet)  ADJUSTED  
 NF1215  ___________________________________________________________________
 NF1215  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NF1215  DYNAMIC HT  -         233.491 (meters)     766.05  (feet)  COMP
 NF1215  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NF1215
 NF1215  VERT ORDER  -  FIRST     CLASS II
 NF1215
 NF1215.The horizontal coordinates were scaled from a topographic map and have
 NF1215.an estimated accuracy of +/- 6 seconds.
 NF1215
 NF1215.The orthometric height was determined by differential leveling
 NF1215.and adjusted by the National Geodetic Survey in June 1991..
 NF1215
 NF1215.The geoid height was determined by GEOID03.
 NF1215
 NF1215.The dynamic height is computed by dividing the NAVD 88
 NF1215.geopotential number by the normal gravity value computed on the
 NF1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1215.degrees latitude (g = 980.6199 gals.).
 NF1215
 NF1215.The modeled gravity was interpolated from observed gravity values.
 NF1215
 NF1215;                    North         East    Units  Estimated Accuracy
 NF1215;SPC MI S     -    88,960.    3,900,610.      MT  (+/- 180 meters Scaled)
 NF1215
 NF1215                          SUPERSEDED SURVEY CONTROL
 NF1215
 NF1215  NGVD 29 (01/19/93)  233.697  (m)          766.72   (f) ADJUSTED    1 2
 NF1215
 NF1215.Superseded values are not recommended for survey control.
 NF1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1215.See file dsdata.txt to determine how the superseded data were derived.
 NF1215
 NF1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM177834(NAD 83)
 NF1215_MARKER: I = METAL ROD
 NF1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1215_SP_SET: STAINLESS STEEL ROD
 NF1215_STAMPING: G 327 1985
 NF1215_MARK LOGO: NGS   
 NF1215_PROJECTION: FLUSH
 NF1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1215_ROD/PIPE-DEPTH: 14.9 meters
 NF1215
 NF1215  HISTORY     - Date     Condition        Report By
 NF1215  HISTORY     - 1985     MONUMENTED       NGS
 NF1215  HISTORY     - 19970307 MARK NOT FOUND   USPSQD
 NF1215  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 NF1215
 NF1215                          STATION DESCRIPTION
 NF1215
 NF1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1215'IN KALAMAZOO.
 NF1215'IN KALAMAZOO, AT THE INTERSECTION OF MICHIGAN AVENUE AND KING HIGHWAY,
 NF1215'60.3 M (197.8 FT) NORTHWEST OF THE EXTENDED CENTER OF PARKWAY STREET,
 NF1215'37.9 M (124.3 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 NF1215'OF THE AVENUE, 5.0 M (16.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 NF1215'NORTHWEST BOUND LANES OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHWEST OF
 NF1215'A STREET LIGHT POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NF1215'5-INCH LOGO CAP.
 NF1215'THE MARK IS 5.2 METERS  SW FROM  A WITNESS POST AND FENCE
 NF1215'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 NF1215
 NF1215                          STATION RECOVERY (1997)
 NF1215
 NF1215'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1215'MARK NOT FOUND.
 NF1215
 NF1215                          STATION RECOVERY (2002)
 NF1215
 NF1215'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1460 ***********************************************************************
 RL1460  DESIGNATION -  G 328
 RL1460  PID         -  RL1460
 RL1460  STATE/COUNTY-  MI/MARQUETTE
 RL1460  USGS QUAD   -  MICHIGAMME (1956)
 RL1460
 RL1460                         *CURRENT SURVEY CONTROL
 RL1460  ___________________________________________________________________
 RL1460* NAD 83(1986)-  46 32 15.     (N)    088 06 44.     (W)     SCALED    
 RL1460* NAVD 88     -       491.782  (meters)    1613.45   (feet)  ADJUSTED  
 RL1460  ___________________________________________________________________
 RL1460  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 RL1460  DYNAMIC HT  -         491.803 (meters)    1613.52  (feet)  COMP
 RL1460  MODELED GRAV-     980,642.2   (mgal)                       NAVD 88
 RL1460
 RL1460  VERT ORDER  -  FIRST     CLASS II
 RL1460
 RL1460.The horizontal coordinates were scaled from a topographic map and have
 RL1460.an estimated accuracy of +/- 6 seconds.
 RL1460
 RL1460.The orthometric height was determined by differential leveling
 RL1460.and adjusted by the National Geodetic Survey in June 1991..
 RL1460
 RL1460.The geoid height was determined by GEOID03.
 RL1460
 RL1460.The dynamic height is computed by dividing the NAVD 88
 RL1460.geopotential number by the normal gravity value computed on the
 RL1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1460.degrees latitude (g = 980.6199 gals.).
 RL1460
 RL1460.The modeled gravity was interpolated from observed gravity values.
 RL1460
 RL1460;                    North         East    Units  Estimated Accuracy
 RL1460;SPC MI N     -   195,570.    7,914,690.      MT  (+/- 180 meters Scaled)
 RL1460
 RL1460                          SUPERSEDED SURVEY CONTROL
 RL1460
 RL1460.No superseded survey control is available for this station.
 RL1460
 RL1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS147543(NAD 83)
 RL1460_MARKER: DB = BENCH MARK DISK
 RL1460_SETTING: 66 = SET IN ROCK OUTCROP
 RL1460_SP_SET: ROCK OUTCROP
 RL1460_STAMPING: G 328 1985
 RL1460_MARK LOGO: NGS   
 RL1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1460
 RL1460  HISTORY     - Date     Condition        Report By
 RL1460  HISTORY     - 1985     MONUMENTED       NGS
 RL1460  HISTORY     - 20050906 GOOD             USPSQD
 RL1460
 RL1460                          STATION DESCRIPTION
 RL1460
 RL1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1460'12.4 KM (7.7 MI) WEST FROM CHAMPION.
 RL1460'12.4 KM (7.7 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1460'IN CHAMPION, IN THE SOUTHERN 1/3 OF AN 8 BY 35 FOOT EXPOSED AREA OF
 RL1460'BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) EAST OF THE BARAGA-MARQUETTE
 RL1460'COUNTY LINE, 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1460'AND 4.4 M (14.4 FT) WEST OF THE EAST END OF THE CUT.
 RL1460'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1460'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 RL1460
 RL1460                          STATION RECOVERY (2005)
 RL1460
 RL1460'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0462 ***********************************************************************
 RK0462  DESIGNATION -  G 329
 RK0462  PID         -  RK0462
 RK0462  STATE/COUNTY-  MI/MARQUETTE
 RK0462  USGS QUAD   -  NEGAUNEE (1975)
 RK0462
 RK0462                         *CURRENT SURVEY CONTROL
 RK0462  ___________________________________________________________________
 RK0462* NAD 83(1986)-  46 31 52.     (N)    087 33 08.     (W)     SCALED    
 RK0462* NAVD 88     -       429.708  (meters)    1409.80   (feet)  ADJUSTED  
 RK0462  ___________________________________________________________________
 RK0462  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 RK0462  DYNAMIC HT  -         429.737 (meters)    1409.90  (feet)  COMP
 RK0462  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RK0462
 RK0462  VERT ORDER  -  FIRST     CLASS II
 RK0462
 RK0462.The horizontal coordinates were scaled from a topographic map and have
 RK0462.an estimated accuracy of +/- 6 seconds.
 RK0462
 RK0462.The orthometric height was determined by differential leveling
 RK0462.and adjusted by the National Geodetic Survey in June 1991..
 RK0462
 RK0462.The geoid height was determined by GEOID03.
 RK0462
 RK0462.The dynamic height is computed by dividing the NAVD 88
 RK0462.geopotential number by the normal gravity value computed on the
 RK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0462.degrees latitude (g = 980.6199 gals.).
 RK0462
 RK0462.The modeled gravity was interpolated from observed gravity values.
 RK0462
 RK0462;                    North         East    Units  Estimated Accuracy
 RK0462;SPC MI N     -   194,400.    7,957,640.      MT  (+/- 180 meters Scaled)
 RK0462
 RK0462                          SUPERSEDED SURVEY CONTROL
 RK0462
 RK0462.No superseded survey control is available for this station.
 RK0462
 RK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS576532(NAD 83)
 RK0462_MARKER: I = METAL ROD
 RK0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RK0462_SP_SET: STAINLESS STEEL ROD
 RK0462_STAMPING: G 329 1985
 RK0462_MARK LOGO: NGS   
 RK0462_PROJECTION: FLUSH
 RK0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0462+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 RK0462_ROD/PIPE-DEPTH: 36.6 meters
 RK0462
 RK0462  HISTORY     - Date     Condition        Report By
 RK0462  HISTORY     - 1985     MONUMENTED       NGS
 RK0462  HISTORY     - 19990712 GOOD             MIDT
 RK0462  HISTORY     - 20011011 GOOD             USPSQD
 RK0462  HISTORY     - 20041009 GOOD             USPSQD
 RK0462  HISTORY     - 20060716 GOOD             USPSQD
 RK0462
 RK0462                          STATION DESCRIPTION
 RK0462
 RK0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0462'10.0 KM (6.2 MI) WEST FROM MARQUETTE.
 RK0462'10.0 KM (6.2 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0462'WITH WASHINGTON STREET IN MARQUETTE, 125.2 M (410.8 FT) NORTHWEST OF
 RK0462'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 29.5 M (96.8
 RK0462'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE NOAA WEATHER BUREAU
 RK0462'OFFICE BUILDING, 20.5 M (67.3 FT) NORTHEAST OF THE CENTER OF A PAVED
 RK0462'ROAD LEADING NORTHWEST TO THE MARQUETTE COUNTY AIRPORT, 8.3 M (27.2
 RK0462'FT) NORTH OF THE CENTER OF THE SOUTHEAST ENTRANCE TO THE OFFICE
 RK0462'BUILDING, AND 0.7 M (2.3 FT) SOUTHWEST OF A SMALL WEATHER TOWER.
 RK0462'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RK0462'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RK0462'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RK0462
 RK0462                          STATION RECOVERY (1999)
 RK0462
 RK0462'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0462'RECOVERED IN GOOD CONDITION.
 RK0462
 RK0462                          STATION RECOVERY (2001)
 RK0462
 RK0462'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0462'FORMER NOAA BLDG IS NOW VACANT AND PART OF O'DOVERO PROPERTIES.
 RK0462
 RK0462                          STATION RECOVERY (2004)
 RK0462
 RK0462'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0462'MARK IS 1 FT NW FROM WITNESS POST AND BURIED ABOUT 2 INCHES ON FORMER
 RK0462'MARQUETTE COUNTY AIRPORT PROPERTY. FORMER NOAA BUILDING IS NOW ODOVERO
 RK0462'PROPERTIES AND HIGHLAND DEVELOPMENT CENTER OFFICE.  WEATHER TOWER IS
 RK0462'ABSENT.
 RK0462
 RK0462                          STATION RECOVERY (2006)
 RK0462
 RK0462'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2175 ***********************************************************************
 ME2175  DESIGNATION -  G 330
 ME2175  PID         -  ME2175
 ME2175  STATE/COUNTY-  MI/BERRIEN
 ME2175  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2175
 ME2175                         *CURRENT SURVEY CONTROL
 ME2175  ___________________________________________________________________
 ME2175* NAD 83(1986)-  41 49 53.     (N)    086 40 06.     (W)     SCALED    
 ME2175* NAVD 88     -       187.760  (meters)     616.01   (feet)  ADJUSTED  
 ME2175  ___________________________________________________________________
 ME2175  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2175  DYNAMIC HT  -         187.692 (meters)     615.79  (feet)  COMP
 ME2175  MODELED GRAV-     980,253.7   (mgal)                       NAVD 88
 ME2175
 ME2175  VERT ORDER  -  FIRST     CLASS II
 ME2175
 ME2175.The horizontal coordinates were scaled from a topographic map and have
 ME2175.an estimated accuracy of +/- 6 seconds.
 ME2175
 ME2175.The orthometric height was determined by differential leveling
 ME2175.and adjusted by the National Geodetic Survey in June 1991..
 ME2175
 ME2175.The geoid height was determined by GEOID03.
 ME2175
 ME2175.The dynamic height is computed by dividing the NAVD 88
 ME2175.geopotential number by the normal gravity value computed on the
 ME2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2175.degrees latitude (g = 980.6199 gals.).
 ME2175
 ME2175.The modeled gravity was interpolated from observed gravity values.
 ME2175
 ME2175;                    North         East    Units  Estimated Accuracy
 ME2175;SPC MI S     -    39,430.    3,808,810.      MT  (+/- 180 meters Scaled)
 ME2175
 ME2175                          SUPERSEDED SURVEY CONTROL
 ME2175
 ME2175  NGVD 29 (01/19/93)  187.881  (m)          616.41   (f) ADJUSTED    1 2
 ME2175
 ME2175.Superseded values are not recommended for survey control.
 ME2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2175.See file dsdata.txt to determine how the superseded data were derived.
 ME2175
 ME2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM275311(NAD 83)
 ME2175_MARKER: DB = BENCH MARK DISK
 ME2175_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2175_SP_SET: PIER
 ME2175_STAMPING: G 330 1985
 ME2175_MARK LOGO: NGS   
 ME2175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 ME2175+STABILITY: POSITION/ELEVATION WELL
 ME2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2175+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 ME2175
 ME2175  HISTORY     - Date     Condition        Report By
 ME2175  HISTORY     - 1985     MONUMENTED       NGS
 ME2175  HISTORY     - 19980606 GOOD             USPSQD
 ME2175  HISTORY     - 20010331 GOOD             NGS
 ME2175  HISTORY     - 20040622 GOOD             FISHBA
 ME2175
 ME2175                          STATION DESCRIPTION
 ME2175
 ME2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2175'6.0 KM (3.7 MI) NE FROM NEW BUFFALO.
 ME2175'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2175'THE RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 4.8 KM (3.0 MI)
 ME2175'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE
 ME2175'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 4 COLUMNS OF A PIER OF
 ME2175'THE LAKESIDE ROAD OVERPASS OF THE HIGHWAY, 12.7 M (41.7 FT) SOUTHEAST
 ME2175'OF THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 5.2 M
 ME2175'(17.1 FT) NORTHEAST OF THE CENTER OF THE ROAD.
 ME2175'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 ME2175
 ME2175                          STATION RECOVERY (1998)
 ME2175
 ME2175'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2175'RECOVERED IN GOOD CONDITION.
 ME2175
 ME2175                          STATION RECOVERY (2001)
 ME2175
 ME2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2175'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ME2175
 ME2175                          STATION RECOVERY (2004)
 ME2175
 ME2175'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2175'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1049 ***********************************************************************
 NE1049  DESIGNATION -  G 331
 NE1049  PID         -  NE1049
 NE1049  STATE/COUNTY-  MI/WASHTENAW
 NE1049  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE1049
 NE1049                         *CURRENT SURVEY CONTROL
 NE1049  ___________________________________________________________________
 NE1049* NAD 83(1994)-  42 17 06.03266(N)    083 46 48.80409(W)     ADJUSTED  
 NE1049* NAVD 88     -       283.433  (meters)     929.90   (feet)  ADJUSTED  
 NE1049  ___________________________________________________________________
 NE1049  X           -     512,020.369 (meters)                     COMP
 NE1049  Y           -  -4,698,123.415 (meters)                     COMP
 NE1049  Z           -   4,269,245.231 (meters)                     COMP
 NE1049  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 NE1049  ELLIP HEIGHT-         249.60  (meters)          (07/12/02) GPS OBS
 NE1049  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NE1049  DYNAMIC HT  -         283.343 (meters)     929.60  (feet)  COMP
 NE1049  MODELED GRAV-     980,297.9   (mgal)                       NAVD 88
 NE1049
 NE1049  HORZ ORDER  -  FIRST
 NE1049  VERT ORDER  -  FIRST     CLASS II
 NE1049  ELLP ORDER  -  FOURTH    CLASS I
 NE1049
 NE1049.The horizontal coordinates were established by GPS observations
 NE1049.and adjusted by the National Geodetic Survey in February 1997..
 NE1049
 NE1049.The orthometric height was determined by differential leveling
 NE1049.and adjusted by the National Geodetic Survey in June 1991..
 NE1049
 NE1049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1049
 NE1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1049
 NE1049.The ellipsoidal height was determined by GPS observations
 NE1049.and is referenced to NAD 83.
 NE1049
 NE1049.The geoid height was determined by GEOID03.
 NE1049
 NE1049.The dynamic height is computed by dividing the NAVD 88
 NE1049.geopotential number by the normal gravity value computed on the
 NE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1049.degrees latitude (g = 980.6199 gals.).
 NE1049
 NE1049.The modeled gravity was interpolated from observed gravity values.
 NE1049
 NE1049;                    North         East     Units Scale Factor Converg.
 NE1049;SPC MI S     -    87,365.865 4,048,367.598   MT  0.99996133   +0 23 56.7
 NE1049;SPC MI S     -   286,633.42 13,282,045.93   iFT  0.99996133   +0 23 56.7
 NE1049;UTM  17      - 4,685,164.730   270,770.164   MT  1.00024658   -1 52 17.0
 NE1049
 NE1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1049!SPC MI S     -   0.99996086  x   0.99996133  =   0.99992219
 NE1049!UTM  17      -   0.99996086  x   1.00024658  =   1.00020743
 NE1049
 NE1049                          SUPERSEDED SURVEY CONTROL
 NE1049
 NE1049  ELLIP H (02/03/97)  249.62   (m)                       GP(       ) 4 1
 NE1049  NAD 83(1986)-  42 17 06.03780(N)    083 46 48.83001(W) AD(       ) 1
 NE1049  NAVD 88 (09/30/94)  283.43   (m)          929.9    (f) LEVELING    3  
 NE1049  NGVD 29 (01/19/93)  283.552  (m)          930.29   (f) ADJUSTED    1 2
 NE1049
 NE1049.Superseded values are not recommended for survey control.
 NE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1049.See file dsdata.txt to determine how the superseded data were derived.
 NE1049
 NE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7077085165(NAD 83)
 NE1049_MARKER: F = FLANGE-ENCASED ROD
 NE1049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1049_SP_SET: STAINLESS STEEL ROD
 NE1049_STAMPING: G 331 1985
 NE1049_MARK LOGO: NGS   
 NE1049_PROJECTION: RECESSED 2 CENTIMETERS
 NE1049_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1049+SATELLITE: SATELLITE OBSERVATIONS - August 20, 1993
 NE1049_ROD/PIPE-DEPTH: 22.6 meters
 NE1049
 NE1049  HISTORY     - Date     Condition        Report By
 NE1049  HISTORY     - 1985     MONUMENTED       NGS
 NE1049  HISTORY     - 19930810 GOOD             WOOLPT
 NE1049  HISTORY     - 19930820 GOOD             WOOLPT
 NE1049  HISTORY     - 19930822 GOOD             WOOLPT
 NE1049  HISTORY     - 20010826 MARK NOT FOUND   USPSQD
 NE1049
 NE1049                          STATION DESCRIPTION
 NE1049
 NE1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1049'IN ANN ARBOR.
 NE1049'IN ANN ARBOR, AT THE INTERSECTION OF DEXTER AVENUE AND MAPLE ROAD,
 NE1049'NEAR THE NORTHWEST CORNER OF VETERANS PARK, 30.8 M (101.0 FT)
 NE1049'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE AVENUE,
 NE1049'15.4 M (50.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 NE1049'THE ROAD, AND 0.5 M (1.6 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A PARK
 NE1049'SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1049'THE MARK IS 1.0 M ABOVE THE ROAD.
 NE1049
 NE1049                          STATION RECOVERY (1993)
 NE1049
 NE1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1049'RECOVERED AS DESCRIBED.
 NE1049
 NE1049                          STATION RECOVERY (1993)
 NE1049
 NE1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1049'RECOVERED AS DESCRIBED.
 NE1049
 NE1049                          STATION RECOVERY (1993)
 NE1049
 NE1049'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1049'RECOVERED AS DESCRIBED.
 NE1049
 NE1049                          STATION RECOVERY (2001)
 NE1049
 NE1049'RECOVERY NOTE BY US POWER SQUADRON 2001 (KMW)
 NE1049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7978 ***********************************************************************
 AH7978  DESIGNATION -  G 332
 AH7978  PID         -  AH7978
 AH7978  STATE/COUNTY-  MI/INGHAM
 AH7978  USGS QUAD   -  LESLIE (1970)
 AH7978
 AH7978                         *CURRENT SURVEY CONTROL
 AH7978  ___________________________________________________________________
 AH7978* NAD 83(1986)-  42 26 12.     (N)    084 25 41.     (W)     SCALED    
 AH7978* NAVD 88     -       289.171  (meters)     948.72   (feet)  ADJUSTED  
 AH7978  ___________________________________________________________________
 AH7978  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 AH7978  DYNAMIC HT  -         289.076 (meters)     948.41  (feet)  COMP
 AH7978  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 AH7978
 AH7978  VERT ORDER  -  FIRST     CLASS II
 AH7978
 AH7978.The horizontal coordinates were scaled from a topographic map and have
 AH7978.an estimated accuracy of +/- 6 seconds.
 AH7978
 AH7978.The orthometric height was determined by differential leveling
 AH7978.and adjusted by the National Geodetic Survey in January 2002..
 AH7978
 AH7978.The geoid height was determined by GEOID03.
 AH7978
 AH7978.The dynamic height is computed by dividing the NAVD 88
 AH7978.geopotential number by the normal gravity value computed on the
 AH7978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7978.degrees latitude (g = 980.6199 gals.).
 AH7978
 AH7978.The modeled gravity was interpolated from observed gravity values.
 AH7978
 AH7978;                    North         East    Units  Estimated Accuracy
 AH7978;SPC MI S     -   104,050.    3,994,950.      MT  (+/- 180 meters Scaled)
 AH7978
 AH7978                          SUPERSEDED SURVEY CONTROL
 AH7978
 AH7978.No superseded survey control is available for this station.
 AH7978
 AH7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN115014(NAD 83)
 AH7978_MARKER: F = FLANGE-ENCASED ROD
 AH7978_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7978_STAMPING: G 332 1992
 AH7978_MARK LOGO: NGS   
 AH7978_PROJECTION: FLUSH
 AH7978_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7978+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7978_ROD/PIPE-DEPTH: 12.9 meters
 AH7978_SLEEVE-DEPTH  : 0.9 meters
 AH7978
 AH7978  HISTORY     - Date     Condition        Report By
 AH7978  HISTORY     - 1992     MONUMENTED       NGS
 AH7978  HISTORY     - 20000216 GOOD             NGS
 AH7978  HISTORY     - 20060424 GOOD             INDIV
 AH7978  HISTORY     - 20060429 GOOD             USPSQD
 AH7978
 AH7978                          STATION DESCRIPTION
 AH7978
 AH7978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7978'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7978'LESLIE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG MILL STREET, THENCE 1.2
 AH7978'KM (0.75 MI) SOUTHERLY ALONG RUSSELL STREET (STATE ROAD) , 31.6 M
 AH7978'(103.7 FT) NORTH OF THE CENTER OF OLDS ROAD, 10.8 M (35.4 FT) EAST OF
 AH7978'THE ROAD CENTER, 1.8 M (5.9 FT) SOUTH OF A UTILITY POLE, 0.4 M (1.3
 AH7978'FT) BELOW THE LEVEL OF STATE ROAD, 0.4 M (1.3 FT) NORTH OF A WITNESS
 AH7978'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7978'THE SLEEVE DEPTH DOED NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AH7978
 AH7978                          STATION RECOVERY (2000)
 AH7978
 AH7978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7978'RECOVERED AS DESCRIBED.
 AH7978
 AH7978                          STATION RECOVERY (2006)
 AH7978
 AH7978'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ANB)
 AH7978'RECOVERED IN GOOD CONDITION.
 AH7978
 AH7978                          STATION RECOVERY (2006)
 AH7978
 AH7978'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7978'MARKER FOUND NEAR FIELD. NO TRESSPASSING SIGN POSTED,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7948 ***********************************************************************
 AH7948  DESIGNATION -  G 333
 AH7948  PID         -  AH7948
 AH7948  STATE/COUNTY-  MI/CLINTON
 AH7948  USGS QUAD   -  EAGLE (1978)
 AH7948
 AH7948                         *CURRENT SURVEY CONTROL
 AH7948  ___________________________________________________________________
 AH7948* NAD 83(1986)-  42 48 56.     (N)    084 49 45.     (W)     SCALED    
 AH7948* NAVD 88     -       253.871  (meters)     832.91   (feet)  ADJUSTED  
 AH7948  ___________________________________________________________________
 AH7948  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 AH7948  DYNAMIC HT  -         253.799 (meters)     832.67  (feet)  COMP
 AH7948  MODELED GRAV-     980,332.6   (mgal)                       NAVD 88
 AH7948
 AH7948  VERT ORDER  -  FIRST     CLASS II
 AH7948
 AH7948.The horizontal coordinates were scaled from a topographic map and have
 AH7948.an estimated accuracy of +/- 6 seconds.
 AH7948
 AH7948.The orthometric height was determined by differential leveling
 AH7948.and adjusted by the National Geodetic Survey in January 2002..
 AH7948
 AH7948.The geoid height was determined by GEOID03.
 AH7948
 AH7948.The dynamic height is computed by dividing the NAVD 88
 AH7948.geopotential number by the normal gravity value computed on the
 AH7948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7948.degrees latitude (g = 980.6199 gals.).
 AH7948
 AH7948.The modeled gravity was interpolated from observed gravity values.
 AH7948
 AH7948;                    North         East    Units  Estimated Accuracy
 AH7948;SPC MI S     -   146,230.    3,962,180.      MT  (+/- 180 meters Scaled)
 AH7948
 AH7948                          SUPERSEDED SURVEY CONTROL
 AH7948
 AH7948.No superseded survey control is available for this station.
 AH7948
 AH7948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN774426(NAD 83)
 AH7948_MARKER: F = FLANGE-ENCASED ROD
 AH7948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7948_STAMPING: G 333 1992
 AH7948_MARK LOGO: NGS   
 AH7948_PROJECTION: FLUSH
 AH7948_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7948+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7948_ROD/PIPE-DEPTH: 9.2  meters
 AH7948
 AH7948  HISTORY     - Date     Condition        Report By
 AH7948  HISTORY     - 1992     MONUMENTED       NGS
 AH7948  HISTORY     - 19990408 GOOD             NGS
 AH7948
 AH7948                          STATION DESCRIPTION
 AH7948
 AH7948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7948'6.7 KM (4.15 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7948'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 28.6 M (93.8
 AH7948'FT) EAST OF UNDERGROUND CABLE JUNCTION BOX NUMBER 15501, 28.6 M (93.8
 AH7948'FT) SOUTH OF THE AVENUE CENTERLINE, 7.6 M (24.9 FT) SOUTH OF THE
 AH7948'CENTER OF RIVER TRAIL, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND 0.3
 AH7948'M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM
 AH7948'POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7948
 AH7948                          STATION RECOVERY (1999)
 AH7948
 AH7948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0486 ***********************************************************************
 NG0486  DESIGNATION -  G 334
 NG0486  PID         -  NG0486
 NG0486  STATE/COUNTY-  MI/VAN BUREN
 NG0486  USGS QUAD   -  BANGOR (1981)
 NG0486
 NG0486                         *CURRENT SURVEY CONTROL
 NG0486  ___________________________________________________________________
 NG0486* NAD 83(1986)-  42 16 48.     (N)    086 06 33.     (W)     SCALED    
 NG0486* NAVD 88     -       204.363  (meters)     670.48   (feet)  ADJUSTED  
 NG0486  ___________________________________________________________________
 NG0486  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NG0486  DYNAMIC HT  -         204.302 (meters)     670.28  (feet)  COMP
 NG0486  MODELED GRAV-     980,319.2   (mgal)                       NAVD 88
 NG0486
 NG0486  VERT ORDER  -  FIRST     CLASS II
 NG0486
 NG0486.The horizontal coordinates were scaled from a topographic map and have
 NG0486.an estimated accuracy of +/- 6 seconds.
 NG0486
 NG0486.The orthometric height was determined by differential leveling
 NG0486.and adjusted by the National Geodetic Survey in June 1991..
 NG0486
 NG0486.The geoid height was determined by GEOID03.
 NG0486
 NG0486.The dynamic height is computed by dividing the NAVD 88
 NG0486.geopotential number by the normal gravity value computed on the
 NG0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0486.degrees latitude (g = 980.6199 gals.).
 NG0486
 NG0486.The modeled gravity was interpolated from observed gravity values.
 NG0486
 NG0486;                    North         East    Units  Estimated Accuracy
 NG0486;SPC MI S     -    88,130.    3,856,280.      MT  (+/- 180 meters Scaled)
 NG0486
 NG0486                          SUPERSEDED SURVEY CONTROL
 NG0486
 NG0486  NGVD 29 (01/19/93)  204.498  (m)          670.92   (f) ADJUSTED    1 2
 NG0486
 NG0486.Superseded values are not recommended for survey control.
 NG0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0486.See file dsdata.txt to determine how the superseded data were derived.
 NG0486
 NG0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM734812(NAD 83)
 NG0486_MARKER: I = METAL ROD
 NG0486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0486_SP_SET: STAINLESS STEEL ROD
 NG0486_STAMPING: G 334 1985
 NG0486_MARK LOGO: NGS   
 NG0486_PROJECTION: FLUSH
 NG0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0486_ROD/PIPE-DEPTH: 7.3  meters
 NG0486
 NG0486  HISTORY     - Date     Condition        Report By
 NG0486  HISTORY     - 1985     MONUMENTED       NGS
 NG0486  HISTORY     - 20000803 GOOD             MI-159
 NG0486
 NG0486                          STATION DESCRIPTION
 NG0486
 NG0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0486'12.2 KM (7.6 MI) NE FROM HARTFORD.
 NG0486'5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL
 NG0486'IN HARTFORD, THENCE 7.1 KM (4.4 MI) NORTHERLY ALONG COUNTY ROAD 681,
 NG0486'15.5 M (50.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M (22.3
 NG0486'FT) NORTH OF THE EXTENDED CENTER OF COUNTY ROAD 376, 4.0 M (13.1 FT)
 NG0486'NORTH OF A FENCE CORNER, AND 3.7 M (12.1 FT) NORTHWEST OF UTILITY POLE
 NG0486'NUMBER 371-3 WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS THROUGH
 NG0486'A 5-INCH LOGO CAP.
 NG0486'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NG0486'THE MARK IS 1.0 M BELOW THE ROAD.
 NG0486
 NG0486                          STATION RECOVERY (2000)
 NG0486
 NG0486'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0486'4.4 MILES NORTH OF COUNTY FAIRGROUNDS ON CR 681. NOT GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1208 ***********************************************************************
 NF1208  DESIGNATION -  G 335
 NF1208  PID         -  NF1208
 NF1208  STATE/COUNTY-  MI/KALAMAZOO
 NF1208  USGS QUAD   -  GALESBURG (1985)
 NF1208
 NF1208                         *CURRENT SURVEY CONTROL
 NF1208  ___________________________________________________________________
 NF1208* NAD 83(1986)-  42 17 21.     (N)    085 25 45.     (W)     SCALED    
 NF1208* NAVD 88     -       243.595  (meters)     799.19   (feet)  ADJUSTED  
 NF1208  ___________________________________________________________________
 NF1208  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 NF1208  DYNAMIC HT  -         243.520 (meters)     798.95  (feet)  COMP
 NF1208  MODELED GRAV-     980,304.1   (mgal)                       NAVD 88
 NF1208
 NF1208  VERT ORDER  -  FIRST     CLASS II
 NF1208
 NF1208.The horizontal coordinates were scaled from a topographic map and have
 NF1208.an estimated accuracy of +/- 6 seconds.
 NF1208
 NF1208.The orthometric height was determined by differential leveling
 NF1208.and adjusted by the National Geodetic Survey in June 1991..
 NF1208
 NF1208.The geoid height was determined by GEOID03.
 NF1208
 NF1208.The dynamic height is computed by dividing the NAVD 88
 NF1208.geopotential number by the normal gravity value computed on the
 NF1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1208.degrees latitude (g = 980.6199 gals.).
 NF1208
 NF1208.The modeled gravity was interpolated from observed gravity values.
 NF1208
 NF1208;                    North         East    Units  Estimated Accuracy
 NF1208;SPC MI S     -    88,210.    3,912,380.      MT  (+/- 180 meters Scaled)
 NF1208
 NF1208                          SUPERSEDED SURVEY CONTROL
 NF1208
 NF1208  NGVD 29 (01/19/93)  243.728  (m)          799.63   (f) ADJUSTED    1 2
 NF1208
 NF1208.Superseded values are not recommended for survey control.
 NF1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1208.See file dsdata.txt to determine how the superseded data were derived.
 NF1208
 NF1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM295830(NAD 83)
 NF1208_MARKER: I = METAL ROD
 NF1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1208_SP_SET: STAINLESS STEEL ROD
 NF1208_STAMPING: G 335 1985
 NF1208_MARK LOGO: NGS   
 NF1208_PROJECTION: FLUSH
 NF1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1208_ROD/PIPE-DEPTH: 17.0 meters
 NF1208
 NF1208  HISTORY     - Date     Condition        Report By
 NF1208  HISTORY     - 1985     MONUMENTED       NGS
 NF1208  HISTORY     - 19970306 GOOD             USPSQD
 NF1208  HISTORY     - 20030419 GOOD             USPSQD
 NF1208
 NF1208                          STATION DESCRIPTION
 NF1208
 NF1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1208'IN GALESBURG.
 NF1208'IN GALESBURG, AT THE INTERSECTION OF MICHIGAN AVENUE AND 35TH STREET,
 NF1208'24.9 M (81.7 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 21.5 M (70.5
 NF1208'FT) WEST OF THE CENTER OF THE STREET, 7.6 M (24.9 FT) NORTH OF THE
 NF1208'NEAR RAIL OF THE CONRAIL RAILROAD, AND 1.2 M (3.9 FT) WEST OF A
 NF1208'UTILITY POLE WITH 2-GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1208'THROUGH A 5-INCH LOGO CAP.
 NF1208'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NF1208'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1208
 NF1208                          STATION RECOVERY (1997)
 NF1208
 NF1208'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1208'RECOVERED IN GOOD CONDITION.
 NF1208
 NF1208                          STATION RECOVERY (2003)
 NF1208
 NF1208'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1188 ***********************************************************************
 NF1188  DESIGNATION -  G 336
 NF1188  PID         -  NF1188
 NF1188  STATE/COUNTY-  MI/CALHOUN
 NF1188  USGS QUAD   -  CERESCO (1985)
 NF1188
 NF1188                         *CURRENT SURVEY CONTROL
 NF1188  ___________________________________________________________________
 NF1188* NAD 83(1986)-  42 17 19.     (N)    085 03 50.     (W)     SCALED    
 NF1188* NAVD 88     -       278.831  (meters)     914.80   (feet)  ADJUSTED  
 NF1188  ___________________________________________________________________
 NF1188  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF1188  DYNAMIC HT  -         278.740 (meters)     914.50  (feet)  COMP
 NF1188  MODELED GRAV-     980,286.7   (mgal)                       NAVD 88
 NF1188
 NF1188  VERT ORDER  -  FIRST     CLASS II
 NF1188
 NF1188.The horizontal coordinates were scaled from a topographic map and have
 NF1188.an estimated accuracy of +/- 6 seconds.
 NF1188
 NF1188.The orthometric height was determined by differential leveling
 NF1188.and adjusted by the National Geodetic Survey in June 1991..
 NF1188
 NF1188.The geoid height was determined by GEOID03.
 NF1188
 NF1188.The dynamic height is computed by dividing the NAVD 88
 NF1188.geopotential number by the normal gravity value computed on the
 NF1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1188.degrees latitude (g = 980.6199 gals.).
 NF1188
 NF1188.The modeled gravity was interpolated from observed gravity values.
 NF1188
 NF1188;                    North         East    Units  Estimated Accuracy
 NF1188;SPC MI S     -    87,840.    3,942,500.      MT  (+/- 180 meters Scaled)
 NF1188
 NF1188                          SUPERSEDED SURVEY CONTROL
 NF1188
 NF1188  NGVD 29 (01/19/93)  278.965  (m)          915.24   (f) ADJUSTED    1 2
 NF1188
 NF1188.Superseded values are not recommended for survey control.
 NF1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1188.See file dsdata.txt to determine how the superseded data were derived.
 NF1188
 NF1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM596836(NAD 83)
 NF1188_MARKER: I = METAL ROD
 NF1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1188_SP_SET: STAINLESS STEEL ROD
 NF1188_STAMPING: G 336 1985
 NF1188_MARK LOGO: NGS   
 NF1188_PROJECTION: RECESSED 1 CENTIMETERS
 NF1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1188+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 NF1188_ROD/PIPE-DEPTH: 8.5  meters
 NF1188
 NF1188  HISTORY     - Date     Condition        Report By
 NF1188  HISTORY     - 1985     MONUMENTED       NGS
 NF1188  HISTORY     - 20011128 GOOD             NGS
 NF1188  HISTORY     - 20050905 GOOD             INDIV
 NF1188
 NF1188                          STATION DESCRIPTION
 NF1188
 NF1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1188'10.3 KM (6.4 MI) EAST FROM BATTLE CREEK.
 NF1188'10.3 KM (6.4 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL IN
 NF1188'BATTLE CREEK, 26.7 M (87.6 FT) NORTHWEST OF THE CENTER OF A PRIVATE
 NF1188'PAVED DRIVEWAY LEADING TO A HOUSE AT 11928 MICHIGAN AVENUE, 14.5 M
 NF1188'(47.6 FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, 13.3 M (43.6 FT)
 NF1188'SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE LEADING SOUTHWEST TO A
 NF1188'HOUSE, AND 0.7 M (2.3 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS
 NF1188'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1188'THE MARK IS 0.7 METERS  NW FROM  A WITNESS POST
 NF1188'THE MARK IS 0.6 M ABOVE THE AVENUE.
 NF1188
 NF1188                          STATION RECOVERY (2001)
 NF1188
 NF1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1188'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1188
 NF1188                          STATION RECOVERY (2005)
 NF1188
 NF1188'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1024 ***********************************************************************
 NE1024  DESIGNATION -  G 337
 NE1024  PID         -  NE1024
 NE1024  STATE/COUNTY-  MI/WAYNE
 NE1024  USGS QUAD   -  BELLEVILLE (1980)
 NE1024
 NE1024                         *CURRENT SURVEY CONTROL
 NE1024  ___________________________________________________________________
 NE1024* NAD 83(1986)-  42 13 11.     (N)    083 29 07.     (W)     SCALED    
 NE1024* NAVD 88     -       205.254  (meters)     673.40   (feet)  ADJUSTED  
 NE1024  ___________________________________________________________________
 NE1024  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NE1024  DYNAMIC HT  -         205.190 (meters)     673.19  (feet)  COMP
 NE1024  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NE1024
 NE1024  VERT ORDER  -  FIRST     CLASS II
 NE1024
 NE1024.The horizontal coordinates were scaled from a topographic map and have
 NE1024.an estimated accuracy of +/- 6 seconds.
 NE1024
 NE1024.The orthometric height was determined by differential leveling
 NE1024.and adjusted by the National Geodetic Survey in June 1991..
 NE1024
 NE1024.The geoid height was determined by GEOID03.
 NE1024
 NE1024.The dynamic height is computed by dividing the NAVD 88
 NE1024.geopotential number by the normal gravity value computed on the
 NE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1024.degrees latitude (g = 980.6199 gals.).
 NE1024
 NE1024.The modeled gravity was interpolated from observed gravity values.
 NE1024
 NE1024;                    North         East    Units  Estimated Accuracy
 NE1024;SPC MI S     -    80,330.    4,072,770.      MT  (+/- 180 meters Scaled)
 NE1024
 NE1024                          SUPERSEDED SURVEY CONTROL
 NE1024
 NE1024  NGVD 29 (01/19/93)  205.387  (m)          673.84   (f) ADJUSTED    1 2
 NE1024
 NE1024.Superseded values are not recommended for survey control.
 NE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1024.See file dsdata.txt to determine how the superseded data were derived.
 NE1024
 NE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG948771(NAD 83)
 NE1024_MARKER: DB = BENCH MARK DISK
 NE1024_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1024_SP_SET: PIER
 NE1024_STAMPING: G 337 1985
 NE1024_MARK LOGO: NGS   
 NE1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1024+STABILITY: POSITION/ELEVATION WELL
 NE1024
 NE1024  HISTORY     - Date     Condition        Report By
 NE1024  HISTORY     - 1985     MONUMENTED       NGS
 NE1024
 NE1024                          STATION DESCRIPTION
 NE1024
 NE1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1024'22.7 KM (14.1 MI) WEST FROM ALLEN PARK.
 NE1024'22.7 KM (14.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1024'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, SET VERTICALLY IN THE
 NE1024'EAST FACE OF THE MOST EASTERLY 1 OF 9 COLUMNS OF THE CENTER PIER OF
 NE1024'THE BELLEVILLE ROAD OVERPASS OF THE HIGHWAY (EXIT 190), 16.9 M (55.4
 NE1024'FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, AND
 NE1024'16.2 M (53.1 FT) NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE
 NE1024'HIGHWAY.
 NE1024'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1000 ***********************************************************************
 NE1000  DESIGNATION -  G 338
 NE1000  PID         -  NE1000
 NE1000  STATE/COUNTY-  MI/WAYNE
 NE1000  USGS QUAD   -  DETROIT (1980)
 NE1000
 NE1000                         *CURRENT SURVEY CONTROL
 NE1000  ___________________________________________________________________
 NE1000* NAD 83(1986)-  42 18 48.     (N)    083 05 27.     (W)     SCALED    
 NE1000* NAVD 88     -       174.601  (meters)     572.84   (feet)  ADJUSTED  
 NE1000  ___________________________________________________________________
 NE1000  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE1000  DYNAMIC HT  -         174.549 (meters)     572.67  (feet)  COMP
 NE1000  MODELED GRAV-     980,320.2   (mgal)                       NAVD 88
 NE1000
 NE1000  VERT ORDER  -  FIRST     CLASS II
 NE1000
 NE1000.The horizontal coordinates were scaled from a topographic map and have
 NE1000.an estimated accuracy of +/- 6 seconds.
 NE1000
 NE1000.The orthometric height was determined by differential leveling
 NE1000.and adjusted by the National Geodetic Survey in June 1991..
 NE1000
 NE1000.The geoid height was determined by GEOID03.
 NE1000
 NE1000.The dynamic height is computed by dividing the NAVD 88
 NE1000.geopotential number by the normal gravity value computed on the
 NE1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1000.degrees latitude (g = 980.6199 gals.).
 NE1000
 NE1000.The modeled gravity was interpolated from observed gravity values.
 NE1000
 NE1000;                    North         East    Units  Estimated Accuracy
 NE1000;SPC MI S     -    91,140.    4,105,180.      MT  (+/- 180 meters Scaled)
 NE1000
 NE1000                          SUPERSEDED SURVEY CONTROL
 NE1000
 NE1000  NGVD 29 (01/19/93)  174.772  (m)          573.40   (f) ADJUSTED    1 2
 NE1000
 NE1000.Superseded values are not recommended for survey control.
 NE1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1000.See file dsdata.txt to determine how the superseded data were derived.
 NE1000
 NE1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG276866(NAD 83)
 NE1000_MARKER: DB = BENCH MARK DISK
 NE1000_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1000_SP_SET: BRIDGE ABUTMENT
 NE1000_STAMPING: G 338 1985
 NE1000_MARK LOGO: NGS   
 NE1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1000
 NE1000  HISTORY     - Date     Condition        Report By
 NE1000  HISTORY     - 1985     MONUMENTED       NGS
 NE1000
 NE1000                          STATION DESCRIPTION
 NE1000
 NE1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1000'IN DETROIT.
 NE1000'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND CLARK STREET,
 NE1000'SET VERTICALLY IN THE NORTHWEST FACE OF THE SOUTHEAST CONCRETE
 NE1000'ABUTMENT OF THE CLARK STREET OVERPASS OF THE HIGHWAY, 17.2 M (56.4 FT)
 NE1000'NORTHEAST OF THE CENTER OF THE STREET, 10.1 M (33.1 FT) SOUTHEAST OF
 NE1000'THE CENTER OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, AND 0.8 M (2.6
 NE1000'FT) SOUTHWEST OF THE NORTHEAST END OF THE ABUTMENT.
 NE1000'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0244 ***********************************************************************
 OJ0244  DESIGNATION -  G 34
 OJ0244  PID         -  OJ0244
 OJ0244  STATE/COUNTY-  MI/TUSCOLA
 OJ0244  USGS QUAD   -  SEBEWAING (1978)
 OJ0244
 OJ0244                         *CURRENT SURVEY CONTROL
 OJ0244  ___________________________________________________________________
 OJ0244* NAD 83(1986)-  43 40 57.     (N)    083 28 35.     (W)     SCALED    
 OJ0244* NAVD 88     -       181.898  (meters)     596.78   (feet)  ADJUSTED  
 OJ0244  ___________________________________________________________________
 OJ0244  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0244  DYNAMIC HT  -         181.866 (meters)     596.67  (feet)  COMP
 OJ0244  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 OJ0244
 OJ0244  VERT ORDER  -  FIRST     CLASS 0
 OJ0244
 OJ0244.The horizontal coordinates were scaled from a topographic map and have
 OJ0244.an estimated accuracy of +/- 6 seconds.
 OJ0244
 OJ0244.The orthometric height was determined by differential leveling
 OJ0244.and adjusted by the National Geodetic Survey in June 1991..
 OJ0244
 OJ0244.The geoid height was determined by GEOID03.
 OJ0244
 OJ0244.The dynamic height is computed by dividing the NAVD 88
 OJ0244.geopotential number by the normal gravity value computed on the
 OJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0244.degrees latitude (g = 980.6199 gals.).
 OJ0244
 OJ0244.The modeled gravity was interpolated from observed gravity values.
 OJ0244
 OJ0244;                    North         East    Units  Estimated Accuracy
 OJ0244;SPC MI S     -   242,820.    4,071,780.      MT  (+/- 180 meters Scaled)
 OJ0244
 OJ0244                          SUPERSEDED SURVEY CONTROL
 OJ0244
 OJ0244  NGVD 29 (??/??/92)  182.047  (m)          597.27   (f) ADJ UNCH    1 0
 OJ0244
 OJ0244.Superseded values are not recommended for survey control.
 OJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0244.See file dsdata.txt to determine how the superseded data were derived.
 OJ0244
 OJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ003395(NAD 83)
 OJ0244_MARKER: DB = BENCH MARK DISK
 OJ0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0244_STAMPING: G 34 1934
 OJ0244_PROJECTION: FLUSH
 OJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0244+STABILITY: SURFACE MOTION
 OJ0244
 OJ0244  HISTORY     - Date     Condition        Report By
 OJ0244  HISTORY     - 1934     MONUMENTED       CGS
 OJ0244  HISTORY     - 1954     GOOD             NGS
 OJ0244  HISTORY     - 1976     GOOD             NOS
 OJ0244  HISTORY     - 19990530 GOOD             USPSQD
 OJ0244
 OJ0244                          STATION DESCRIPTION
 OJ0244
 OJ0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OJ0244'2 MI N FROM UNIONVILLE.
 OJ0244'2.0 MILES NORTH ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0244'STATION AT UNIONVILLE, TUSCOLA COUNTY, AT KEMPS, 105 YARDS
 OJ0244'NORTH OF MILEPOST S 33-BA 32, AT A GRAVEL-ROAD CROSSING, 48 FEET
 OJ0244'NORTH OF THE CENTERLINE OF THE ROAD, 33 FEET EAST OF THE EAST
 OJ0244'RAIL, 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCALE
 OJ0244'HOUSE AND 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OJ0244'DISK, STAMPED G 34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0244'NOTE-- SCALE HOUSE IN DESCRIPTION NO LONGER EXISTS.  MILE POST
 OJ0244'33 STILL THERE, BUT BOARD MARKED BA 32 HAS BEEN MOVED NORTH 3
 OJ0244'MILES.
 OJ0244
 OJ0244                          STATION RECOVERY (1976)
 OJ0244
 OJ0244'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0244'2.0 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILROAD FROM THE
 OJ0244'STATION AT UNIONVILLE, 0.25 MILE WEST ALONG GOTHAM ROAD FROM THE
 OJ0244'INTERSECTION OF HIGHWAY M25, 48 FEET NORTH OF THE CENTERLINE OF
 OJ0244'THE ROAD, 33 FEET EAST OF THE EAST RAIL.
 OJ0244'THE MARK IS 2 FT BELOW TRACKS.
 OJ0244
 OJ0244                          STATION RECOVERY (1999)
 OJ0244
 OJ0244'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5050 ***********************************************************************
 AA5050  DESIGNATION -  G 340
 AA5050  PID         -  AA5050
 AA5050  STATE/COUNTY-  MI/MASON
 AA5050  USGS QUAD   -  TALLMAN (1987)
 AA5050
 AA5050                         *CURRENT SURVEY CONTROL
 AA5050  ___________________________________________________________________
 AA5050* NAD 83(1986)-  43 56 44.     (N)    086 02 56.     (W)     SCALED    
 AA5050* NAVD 88     -       226.075  (meters)     741.71   (feet)  ADJUSTED  
 AA5050  ___________________________________________________________________
 AA5050  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 AA5050  DYNAMIC HT  -         226.037 (meters)     741.59  (feet)  COMP
 AA5050  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 AA5050
 AA5050  VERT ORDER  -  FIRST     CLASS II
 AA5050
 AA5050.The horizontal coordinates were scaled from a topographic map and have
 AA5050.an estimated accuracy of +/- 6 seconds.
 AA5050
 AA5050.The orthometric height was determined by differential leveling
 AA5050.and adjusted by the National Geodetic Survey in January 2002..
 AA5050
 AA5050.The geoid height was determined by GEOID03.
 AA5050
 AA5050.The dynamic height is computed by dividing the NAVD 88
 AA5050.geopotential number by the normal gravity value computed on the
 AA5050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5050.degrees latitude (g = 980.6199 gals.).
 AA5050
 AA5050.The modeled gravity was interpolated from observed gravity values.
 AA5050
 AA5050;                    North         East    Units  Estimated Accuracy
 AA5050;SPC MI C     -    71,290.    5,864,950.      MT  (+/- 180 meters Scaled)
 AA5050
 AA5050                          SUPERSEDED SURVEY CONTROL
 AA5050
 AA5050.No superseded survey control is available for this station.
 AA5050
 AA5050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP763662(NAD 83)
 AA5050_MARKER: I = METAL ROD
 AA5050_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5050_STAMPING: G 340 1992
 AA5050_MARK LOGO: NGS   
 AA5050_PROJECTION: FLUSH
 AA5050_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5050+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5050_ROD/PIPE-DEPTH: 12.2 meters
 AA5050
 AA5050  HISTORY     - Date     Condition        Report By
 AA5050  HISTORY     - 1992     MONUMENTED       NGS
 AA5050  HISTORY     - 20031010 GOOD             USPSQD
 AA5050
 AA5050                          STATION DESCRIPTION
 AA5050
 AA5050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5050'14.1 KM (8.75 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5050'IN CUSTER, 31.6 M (103.7 FT) EAST OF THE EXTENDED CENTERLINE OF LANDON
 AA5050'ROAD, 10.1 M (33.1 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT)
 AA5050'WEST OF A UTILITY POLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY,
 AA5050'AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM
 AA5050'POINT IS THROUGH A 5-INCH LOGO CAP.
 AA5050
 AA5050                          STATION RECOVERY (2003)
 AA5050
 AA5050'RECOVERY NOTE BY US POWER SQUADRON 2003 (JVA)
 AA5050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7871 ***********************************************************************
 AH7871  DESIGNATION -  G 341
 AH7871  PID         -  AH7871
 AH7871  STATE/COUNTY-  MI/MECOSTA
 AH7871  USGS QUAD   -  REED CITY SOUTH (1987)
 AH7871
 AH7871                         *CURRENT SURVEY CONTROL
 AH7871  ___________________________________________________________________
 AH7871* NAD 83(1986)-  43 45 23.     (N)    085 30 07.     (W)     SCALED    
 AH7871* NAVD 88     -       296.572  (meters)     973.00   (feet)  ADJUSTED  
 AH7871  ___________________________________________________________________
 AH7871  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 AH7871  DYNAMIC HT  -         296.520 (meters)     972.83  (feet)  COMP
 AH7871  MODELED GRAV-     980,435.8   (mgal)                       NAVD 88
 AH7871
 AH7871  VERT ORDER  -  FIRST     CLASS II
 AH7871
 AH7871.The horizontal coordinates were scaled from a topographic map and have
 AH7871.an estimated accuracy of +/- 6 seconds.
 AH7871
 AH7871.The orthometric height was determined by differential leveling
 AH7871.and adjusted by the National Geodetic Survey in January 2002..
 AH7871
 AH7871.The geoid height was determined by GEOID03.
 AH7871
 AH7871.The dynamic height is computed by dividing the NAVD 88
 AH7871.geopotential number by the normal gravity value computed on the
 AH7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7871.degrees latitude (g = 980.6199 gals.).
 AH7871
 AH7871.The modeled gravity was interpolated from observed gravity values.
 AH7871
 AH7871;                    North         East    Units  Estimated Accuracy
 AH7871;SPC MI S     -   251,260.    3,908,570.      MT  (+/- 180 meters Scaled)
 AH7871
 AH7871                          SUPERSEDED SURVEY CONTROL
 AH7871
 AH7871.No superseded survey control is available for this station.
 AH7871
 AH7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP205459(NAD 83)
 AH7871_MARKER: I = METAL ROD
 AH7871_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7871_STAMPING: G 341 1992
 AH7871_MARK LOGO: NGS   
 AH7871_PROJECTION: FLUSH
 AH7871_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7871+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7871_ROD/PIPE-DEPTH: 14.9 meters
 AH7871
 AH7871  HISTORY     - Date     Condition        Report By
 AH7871  HISTORY     - 1992     MONUMENTED       NGS
 AH7871
 AH7871                          STATION DESCRIPTION
 AH7871
 AH7871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7871'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7871'IN BIG RAPIDS, THENCE 7.2 KM (4.45 MI) NORTHERLY ALONG U.S.  HIGHWAY
 AH7871'131 BUSINESS, 106.5 M (349.4 FT) EAST OF THE HIGHWAY CENTERLINE, 19.8
 AH7871'M (65.0 FT) NORTH OF THE NORTHEAST CORNER OF THE KNIGHTS OF COLUMBUS
 AH7871'COUNCIL HALL, 8.3 M (27.2 FT) SOUTH OF THE CENTERLINE OF TWENTY MILE
 AH7871'ROAD, 1.4 M (4.6 FT) EAST OF UTILITY LIGHT POLE NUMBER HE2 252, AND
 AH7871'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 AH7871'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7898 ***********************************************************************
 AH7898  DESIGNATION -  G 342
 AH7898  PID         -  AH7898
 AH7898  STATE/COUNTY-  MI/MECOSTA
 AH7898  USGS QUAD   -  BLANCHARD (1979)
 AH7898
 AH7898                         *CURRENT SURVEY CONTROL
 AH7898  ___________________________________________________________________
 AH7898* NAD 83(1986)-  43 32 57.     (N)    085 06 19.     (W)     SCALED    
 AH7898* NAVD 88     -       297.454  (meters)     975.90   (feet)  ADJUSTED  
 AH7898  ___________________________________________________________________
 AH7898  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AH7898  DYNAMIC HT  -         297.399 (meters)     975.72  (feet)  COMP
 AH7898  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 AH7898
 AH7898  VERT ORDER  -  FIRST     CLASS II
 AH7898
 AH7898.The horizontal coordinates were scaled from a topographic map and have
 AH7898.an estimated accuracy of +/- 6 seconds.
 AH7898
 AH7898.The orthometric height was determined by differential leveling
 AH7898.and adjusted by the National Geodetic Survey in January 2002..
 AH7898
 AH7898.The geoid height was determined by GEOID03.
 AH7898
 AH7898.The dynamic height is computed by dividing the NAVD 88
 AH7898.geopotential number by the normal gravity value computed on the
 AH7898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7898.degrees latitude (g = 980.6199 gals.).
 AH7898
 AH7898.The modeled gravity was interpolated from observed gravity values.
 AH7898
 AH7898;                    North         East    Units  Estimated Accuracy
 AH7898;SPC MI S     -   227,890.    3,940,310.      MT  (+/- 180 meters Scaled)
 AH7898
 AH7898                          SUPERSEDED SURVEY CONTROL
 AH7898
 AH7898.No superseded survey control is available for this station.
 AH7898
 AH7898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP530235(NAD 83)
 AH7898_MARKER: I = METAL ROD
 AH7898_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7898_STAMPING: G 342 1992
 AH7898_MARK LOGO: NGS   
 AH7898_PROJECTION: FLUSH
 AH7898_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7898+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7898_ROD/PIPE-DEPTH: 9.5  meters
 AH7898_SLEEVE-DEPTH  : 0.9 meters
 AH7898
 AH7898  HISTORY     - Date     Condition        Report By
 AH7898  HISTORY     - 1992     MONUMENTED       NGS
 AH7898
 AH7898                          STATION DESCRIPTION
 AH7898
 AH7898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7898'0.5 KM (0.30 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7898'BLANCHARD, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG WEST ISABELLA
 AH7898'COUNTY LINE ROAD, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG MILLBROOK
 AH7898'ROAD, 30.4 M (99.7 FT) EAST OF THE CENTER OF 10TH AVENUE, 10.6 M (34.8
 AH7898'FT) NORTH OF THE ROAD CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 AH7898'POST AND FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AH7898'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AH7898'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7882 ***********************************************************************
 AH7882  DESIGNATION -  G 343
 AH7882  PID         -  AH7882
 AH7882  STATE/COUNTY-  MI/MECOSTA
 AH7882  USGS QUAD   -  CHIPPEWA LAKE SOUTH (1985)
 AH7882
 AH7882                         *CURRENT SURVEY CONTROL
 AH7882  ___________________________________________________________________
 AH7882* NAD 83(1986)-  43 40 11.     (N)    085 19 26.     (W)     SCALED    
 AH7882* NAVD 88     -       329.043  (meters)    1079.54   (feet)  ADJUSTED  
 AH7882  ___________________________________________________________________
 AH7882  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 AH7882  DYNAMIC HT  -         328.984 (meters)    1079.34  (feet)  COMP
 AH7882  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 AH7882
 AH7882  VERT ORDER  -  FIRST     CLASS II
 AH7882
 AH7882.The horizontal coordinates were scaled from a topographic map and have
 AH7882.an estimated accuracy of +/- 6 seconds.
 AH7882
 AH7882.The orthometric height was determined by differential leveling
 AH7882.and adjusted by the National Geodetic Survey in January 2002..
 AH7882
 AH7882.The geoid height was determined by GEOID03.
 AH7882
 AH7882.The dynamic height is computed by dividing the NAVD 88
 AH7882.geopotential number by the normal gravity value computed on the
 AH7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7882.degrees latitude (g = 980.6199 gals.).
 AH7882
 AH7882.The modeled gravity was interpolated from observed gravity values.
 AH7882
 AH7882;                    North         East    Units  Estimated Accuracy
 AH7882;SPC MI S     -   241,460.    3,922,800.      MT  (+/- 180 meters Scaled)
 AH7882
 AH7882                          SUPERSEDED SURVEY CONTROL
 AH7882
 AH7882.No superseded survey control is available for this station.
 AH7882
 AH7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP351365(NAD 83)
 AH7882_MARKER: I = METAL ROD
 AH7882_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7882_STAMPING: G 343 1992
 AH7882_MARK LOGO: NGS   
 AH7882_PROJECTION: FLUSH
 AH7882_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7882_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7882+STABILITY: POSITION/ELEVATION WELL
 AH7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7882+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7882_ROD/PIPE-DEPTH: 7.8  meters
 AH7882_SLEEVE-DEPTH  : 3.8 meters
 AH7882
 AH7882  HISTORY     - Date     Condition        Report By
 AH7882  HISTORY     - 1992     MONUMENTED       NGS
 AH7882
 AH7882                          STATION DESCRIPTION
 AH7882
 AH7882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7882'0.7 KM (0.45 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7882'IN RODNEY, 14.5 M (47.6 FT) EAST OF THE HIGHWAY CENTERLINE, 13.9 M
 AH7882'(45.6 FT) SOUTH OF THE CENTERLINE OF FOURTEEN MILE ROAD, 0.4 M (1.3
 AH7882'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A
 AH7882'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AH7882'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8440 ***********************************************************************
 AH8440  DESIGNATION -  G 344
 AH8440  PID         -  AH8440
 AH8440  STATE/COUNTY-  MI/ST JOSEPH
 AH8440  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8440
 AH8440                         *CURRENT SURVEY CONTROL
 AH8440  ___________________________________________________________________
 AH8440* NAD 83(1986)-  41 56 59.     (N)    085 38 05.     (W)     SCALED    
 AH8440* NAVD 88     -       251.006  (meters)     823.51   (feet)  ADJUSTED  
 AH8440  ___________________________________________________________________
 AH8440  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH8440  DYNAMIC HT  -         250.921 (meters)     823.23  (feet)  COMP
 AH8440  MODELED GRAV-     980,275.4   (mgal)                       NAVD 88
 AH8440
 AH8440  VERT ORDER  -  FIRST     CLASS II
 AH8440
 AH8440.The horizontal coordinates were scaled from a topographic map and have
 AH8440.an estimated accuracy of +/- 6 seconds.
 AH8440
 AH8440.The orthometric height was determined by differential leveling
 AH8440.and adjusted by the National Geodetic Survey in March 2005..
 AH8440.No vertical observational check was made to the station.
 AH8440
 AH8440.The geoid height was determined by GEOID03.
 AH8440
 AH8440.The dynamic height is computed by dividing the NAVD 88
 AH8440.geopotential number by the normal gravity value computed on the
 AH8440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8440.degrees latitude (g = 980.6199 gals.).
 AH8440
 AH8440.The modeled gravity was interpolated from observed gravity values.
 AH8440
 AH8440;                    North         East    Units  Estimated Accuracy
 AH8440;SPC MI S     -    50,750.    3,894,860.      MT  (+/- 180 meters Scaled)
 AH8440
 AH8440                          SUPERSEDED SURVEY CONTROL
 AH8440
 AH8440.No superseded survey control is available for this station.
 AH8440
 AH8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131450(NAD 83)
 AH8440_MARKER: DV = VERTICAL CONTROL DISK
 AH8440_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AH8440_SP_SET: CHURCH BUILDING FACE
 AH8440_STAMPING: G 344 1992
 AH8440_MARK LOGO: NGS   
 AH8440_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8440+STABILITY: POSITION/ELEVATION WELL
 AH8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8440+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8440
 AH8440  HISTORY     - Date     Condition        Report By
 AH8440  HISTORY     - 1992     MONUMENTED       NGS
 AH8440  HISTORY     - 20010528 GOOD             NGS
 AH8440
 AH8440                          STATION DESCRIPTION
 AH8440
 AH8440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8440'IN THREE RIVERS, SET VERTICALLY IN THE NORTH FACE OF THE FIRST
 AH8440'PRESBYTERIAN CHURCH AT 320 NORTH MAIN STREET, 24.7 M (81.0 FT) WEST OF
 AH8440'THE CENTERLINE OF MAIN STREET, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF
 AH8440'BENNETT STREET, 8.4 M (27.6 FT) WEST OF THE NORTHEAST CORNER OF THE
 AH8440'CHURCH BELL TOWER, 3.0 M (9.8 FT) WEST OF THE WEST FACE OF THE BELL
 AH8440'TOWER, AND 1.5 M (4.9 FT) ABOVE GROUND SURFACE.
 AH8440
 AH8440                          STATION RECOVERY (2001)
 AH8440
 AH8440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8440'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8415 ***********************************************************************
 AH8415  DESIGNATION -  G 345
 AH8415  PID         -  AH8415
 AH8415  STATE/COUNTY-  MI/KALAMAZOO
 AH8415  USGS QUAD   -  KALAMAZOO (1995)
 AH8415
 AH8415                         *CURRENT SURVEY CONTROL
 AH8415  ___________________________________________________________________
 AH8415* NAD 83(1986)-  42 15 36.     (N)    085 34 40.     (W)     SCALED    
 AH8415* NAVD 88     -       245.060  (meters)     804.00   (feet)  ADJUSTED  
 AH8415  ___________________________________________________________________
 AH8415  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 AH8415  DYNAMIC HT  -         244.983 (meters)     803.75  (feet)  COMP
 AH8415  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 AH8415
 AH8415  VERT ORDER  -  FIRST     CLASS II
 AH8415
 AH8415.The horizontal coordinates were scaled from a topographic map and have
 AH8415.an estimated accuracy of +/- 6 seconds.
 AH8415
 AH8415.The orthometric height was determined by differential leveling
 AH8415.and adjusted by the National Geodetic Survey in March 2005..
 AH8415
 AH8415.The geoid height was determined by GEOID03.
 AH8415
 AH8415.The dynamic height is computed by dividing the NAVD 88
 AH8415.geopotential number by the normal gravity value computed on the
 AH8415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8415.degrees latitude (g = 980.6199 gals.).
 AH8415
 AH8415.The modeled gravity was interpolated from observed gravity values.
 AH8415
 AH8415;                    North         East    Units  Estimated Accuracy
 AH8415;SPC MI S     -    85,140.    3,900,080.      MT  (+/- 180 meters Scaled)
 AH8415
 AH8415                          SUPERSEDED SURVEY CONTROL
 AH8415
 AH8415.No superseded survey control is available for this station.
 AH8415
 AH8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM173796(NAD 83)
 AH8415_MARKER: F = FLANGE-ENCASED ROD
 AH8415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8415_STAMPING: G 345 1992
 AH8415_MARK LOGO: NGS   
 AH8415_PROJECTION: FLUSH
 AH8415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8415+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8415_ROD/PIPE-DEPTH: 22.3 meters
 AH8415
 AH8415  HISTORY     - Date     Condition        Report By
 AH8415  HISTORY     - 1992     MONUMENTED       NGS
 AH8415  HISTORY     - 20010528 GOOD             NGS
 AH8415
 AH8415                          STATION DESCRIPTION
 AH8415
 AH8415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8415'IN KALAMAZOO, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND CORK
 AH8415'STREET, 34.4 M (112.9 FT) NORTH OF THE CENTERLINE OF THE STREET, 10.6
 AH8415'M (34.8 FT) WEST OF AND LEVEL WITH THE NEAR RAIL, 1.3 M (4.3 FT) NORTH
 AH8415'OF THE NORTH LEG OF A BILLBOARD, AND 0.5 M (1.6 FT) SOUTH OF A WITNESS
 AH8415'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8415
 AH8415                          STATION RECOVERY (2001)
 AH8415
 AH8415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8415'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8199 ***********************************************************************
 AB8199  DESIGNATION -  G 346
 AB8199  PID         -  AB8199
 AB8199  STATE/COUNTY-  MI/LUCE
 AB8199  USGS QUAD   -  BETSY LAKE SOUTH (1968)
 AB8199
 AB8199                         *CURRENT SURVEY CONTROL
 AB8199  ___________________________________________________________________
 AB8199* NAD 83(1986)-  46 34 25.     (N)    085 16 35.     (W)     SCALED    
 AB8199* NAVD 88     -       218.345  (meters)     716.35   (feet)  ADJUSTED  
 AB8199  ___________________________________________________________________
 AB8199  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 AB8199  DYNAMIC HT  -         218.356 (meters)     716.39  (feet)  COMP
 AB8199  MODELED GRAV-     980,661.4   (mgal)                       NAVD 88
 AB8199
 AB8199  VERT ORDER  -  SECOND    CLASS I
 AB8199
 AB8199.The horizontal coordinates were scaled from a topographic map and have
 AB8199.an estimated accuracy of +/- 6 seconds.
 AB8199
 AB8199.The orthometric height was determined by differential leveling
 AB8199.and adjusted by the National Geodetic Survey in July 2002..
 AB8199
 AB8199.The geoid height was determined by GEOID03.
 AB8199
 AB8199.The dynamic height is computed by dividing the NAVD 88
 AB8199.geopotential number by the normal gravity value computed on the
 AB8199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8199.degrees latitude (g = 980.6199 gals.).
 AB8199
 AB8199.The modeled gravity was interpolated from observed gravity values.
 AB8199
 AB8199;                    North         East    Units  Estimated Accuracy
 AB8199;SPC MI N     -   200,420.    8,132,110.      MT  (+/- 180 meters Scaled)
 AB8199
 AB8199                          SUPERSEDED SURVEY CONTROL
 AB8199
 AB8199.No superseded survey control is available for this station.
 AB8199
 AB8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS320592(NAD 83)
 AB8199_MARKER: I = METAL ROD
 AB8199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8199_STAMPING: G 346 1996
 AB8199_MARK LOGO: NGS   
 AB8199_PROJECTION: FLUSH
 AB8199_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8199+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8199_ROD/PIPE-DEPTH: 25.8 meters
 AB8199
 AB8199  HISTORY     - Date     Condition        Report By
 AB8199  HISTORY     - 1996     MONUMENTED       NGS
 AB8199  HISTORY     - 20040825 GOOD             USPSQD
 AB8199
 AB8199                          STATION DESCRIPTION
 AB8199
 AB8199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8199'24.3 KM (15.10 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8199'OF WHITEFISH ROAD IN PARADISE, 9.0 M (29.5 FT) SOUTHEAST OF AND LEVEL
 AB8199'WITH THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) WEST OF THE NORTHWEST
 AB8199'CORNER OF A SHED, AND 3.7 M (12.1 FT) SOUTHWEST OF UNDERGROUND CABLE
 AB8199'JUNCTION BOX NUMBER HA1 20T.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8199'THROUGH A 5-INCH LOGO CAP.
 AB8199
 AB8199                          STATION RECOVERY (2004)
 AB8199
 AB8199'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5811 ***********************************************************************
 AC5811  DESIGNATION -  G 347
 AC5811  PID         -  AC5811
 AC5811  STATE/COUNTY-  MI/KEWEENAW
 AC5811  USGS QUAD   -  LAKE MEDORA (1975)
 AC5811
 AC5811                         *CURRENT SURVEY CONTROL
 AC5811  ___________________________________________________________________
 AC5811* NAD 83(1986)-  47 22 38.     (N)    087 57 55.     (W)     SCALED    
 AC5811* NAVD 88     -       185.304  (meters)     607.95   (feet)  ADJUSTED  
 AC5811  ___________________________________________________________________
 AC5811  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 AC5811  DYNAMIC HT  -         185.331 (meters)     608.04  (feet)  COMP
 AC5811  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 AC5811
 AC5811  VERT ORDER  -  SECOND    CLASS I
 AC5811
 AC5811.The horizontal coordinates were scaled from a topographic map and have
 AC5811.an estimated accuracy of +/- 6 seconds.
 AC5811
 AC5811.The orthometric height was determined by differential leveling
 AC5811.and adjusted by the National Geodetic Survey in March 1997..
 AC5811
 AC5811.The geoid height was determined by GEOID03.
 AC5811
 AC5811.The dynamic height is computed by dividing the NAVD 88
 AC5811.geopotential number by the normal gravity value computed on the
 AC5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5811.degrees latitude (g = 980.6199 gals.).
 AC5811
 AC5811.The modeled gravity was interpolated from observed gravity values.
 AC5811
 AC5811;                    North         East    Units  Estimated Accuracy
 AC5811;SPC MI N     -   288,760.    7,927,100.      MT  (+/- 180 meters Scaled)
 AC5811
 AC5811                          SUPERSEDED SURVEY CONTROL
 AC5811
 AC5811.No superseded survey control is available for this station.
 AC5811
 AC5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT271475(NAD 83)
 AC5811_MARKER: I = METAL ROD
 AC5811_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC5811_STAMPING: G 347 1996
 AC5811_MARK LOGO: NGS   
 AC5811_PROJECTION: FLUSH
 AC5811_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5811+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2000
 AC5811_ROD/PIPE-DEPTH: 14.1 meters
 AC5811_SLEEVE-DEPTH  : 0.9 meters
 AC5811
 AC5811  HISTORY     - Date     Condition        Report By
 AC5811  HISTORY     - 1996     MONUMENTED       NGS
 AC5811  HISTORY     - 20000903 GOOD             MIDT
 AC5811
 AC5811                          STATION DESCRIPTION
 AC5811
 AC5811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5811'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5811'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5811'ALONG THE LAC LA BELLE-BETE GRISE ROAD, 148.0 M (485.6 FT) EAST OF THE
 AC5811'ROAD CENTER, 44.3 M (145.3 FT) NORTH OF A METAL RETAINING WALL, 22.8 M
 AC5811'(74.8 FT) SOUTH OF A 24-INCH PINE TREE, 13.3 M (43.6 FT) SOUTH OF THE
 AC5811'CENTER OF A TRACK ROAD, 9.0 M (29.5 FT) EAST OF THE WATERS EDGE OF THE
 AC5811'LAC LA BELLE PASSAGE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE TRACK
 AC5811'ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST. NOTE--ACCESS TO THE
 AC5811'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AC5811'MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AC5811
 AC5811                          STATION RECOVERY (2000)
 AC5811
 AC5811'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 AC5811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0079 ***********************************************************************
 PK0079  DESIGNATION -  G 35
 PK0079  PID         -  PK0079
 PK0079  STATE/COUNTY-  MI/IOSCO
 PK0079  USGS QUAD   -  ALABASTER (1976)
 PK0079
 PK0079                         *CURRENT SURVEY CONTROL
 PK0079  ___________________________________________________________________
 PK0079* NAD 83(1986)-  44 14 11.     (N)    083 36 11.     (W)     SCALED    
 PK0079* NAVD 88     -       192.961  (meters)     633.07   (feet)  ADJUSTED  
 PK0079  ___________________________________________________________________
 PK0079  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0079  DYNAMIC HT  -         192.934 (meters)     632.98  (feet)  COMP
 PK0079  MODELED GRAV-     980,475.7   (mgal)                       NAVD 88
 PK0079
 PK0079  VERT ORDER  -  FIRST     CLASS II
 PK0079
 PK0079.The horizontal coordinates were scaled from a topographic map and have
 PK0079.an estimated accuracy of +/- 6 seconds.
 PK0079
 PK0079.The orthometric height was determined by differential leveling
 PK0079.and adjusted by the National Geodetic Survey in June 1991..
 PK0079
 PK0079.The geoid height was determined by GEOID03.
 PK0079
 PK0079.The dynamic height is computed by dividing the NAVD 88
 PK0079.geopotential number by the normal gravity value computed on the
 PK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0079.degrees latitude (g = 980.6199 gals.).
 PK0079
 PK0079.The modeled gravity was interpolated from observed gravity values.
 PK0079
 PK0079;                    North         East    Units  Estimated Accuracy
 PK0079;SPC MI C     -   102,490.    6,061,000.      MT  (+/- 180 meters Scaled)
 PK0079
 PK0079                          SUPERSEDED SURVEY CONTROL
 PK0079
 PK0079  NGVD 29 (??/??/92)  193.176  (m)          633.78   (f) ADJ UNCH    1 2
 PK0079
 PK0079.Superseded values are not recommended for survey control.
 PK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0079.See file dsdata.txt to determine how the superseded data were derived.
 PK0079
 PK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK921014(NAD 83)
 PK0079_MARKER: DB = BENCH MARK DISK
 PK0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0079_STAMPING: G 35 1934
 PK0079_MARK LOGO: CGS   
 PK0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0079+STABILITY: SURFACE MOTION
 PK0079
 PK0079  HISTORY     - Date     Condition        Report By
 PK0079  HISTORY     - 1934     MONUMENTED       CGS
 PK0079  HISTORY     - 1983     GOOD             NGS
 PK0079
 PK0079                          STATION DESCRIPTION
 PK0079
 PK0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0079'5.7 MI W FROM TAWAS CITY.
 PK0079'5.7 MILES WEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0079'STATION AT EAST TAWAS - TAWAS CITY, IOSCO COUNTY, 600 YARDS EAST
 PK0079'OF A ROAD CROSSING AT A SWITCH AT MARKS, 0.2 MILE WEST OF
 PK0079'MILEPOST 53, 125 YARDS SOUTHWEST OF HIGH TENSION TOWER 727,
 PK0079'125 YARDS SOUTH OF THE ALBERT MARKS FARMHOUSE, AT A ROAD
 PK0079'CROSSING, 14 YARDS WEST OF THE CENTERLINE OF THE ROAD, AND 18
 PK0079'YARDS SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED G 35
 PK0079'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 PK0079'INCHES ABOVE GROUND.
 PK0079
 PK0079                          STATION RECOVERY (1983)
 PK0079
 PK0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0079'RECOVERED THIS DATE.  NOTE, ADD 0.30 METER (1.0 FT) SOUTH OF A WITNESS
 PK0079'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0039 ***********************************************************************
 PK0039  DESIGNATION -  G 36
 PK0039  PID         -  PK0039
 PK0039  STATE/COUNTY-  MI/ALPENA
 PK0039  USGS QUAD   -  OSSINEKE (1971)
 PK0039
 PK0039                         *CURRENT SURVEY CONTROL
 PK0039  ___________________________________________________________________
 PK0039* NAD 83(1986)-  44 59 04.     (N)    083 28 50.     (W)     SCALED    
 PK0039* NAVD 88     -       189.207  (meters)     620.76   (feet)  ADJUSTED  
 PK0039  ___________________________________________________________________
 PK0039  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 PK0039  DYNAMIC HT  -         189.193 (meters)     620.71  (feet)  COMP
 PK0039  MODELED GRAV-     980,538.5   (mgal)                       NAVD 88
 PK0039
 PK0039  VERT ORDER  -  FIRST     CLASS II
 PK0039
 PK0039.The horizontal coordinates were scaled from a topographic map and have
 PK0039.an estimated accuracy of +/- 6 seconds.
 PK0039
 PK0039.The orthometric height was determined by differential leveling
 PK0039.and adjusted by the National Geodetic Survey in June 1991..
 PK0039
 PK0039.The geoid height was determined by GEOID03.
 PK0039
 PK0039.The dynamic height is computed by dividing the NAVD 88
 PK0039.geopotential number by the normal gravity value computed on the
 PK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0039.degrees latitude (g = 980.6199 gals.).
 PK0039
 PK0039.The modeled gravity was interpolated from observed gravity values.
 PK0039
 PK0039;                    North         East    Units  Estimated Accuracy
 PK0039;SPC MI C     -   185,710.    6,069,880.      MT  (+/- 180 meters Scaled)
 PK0039
 PK0039                          SUPERSEDED SURVEY CONTROL
 PK0039
 PK0039  NGVD 29 (??/??/92)  189.373  (m)          621.30   (f) ADJ UNCH    1 2
 PK0039
 PK0039.Superseded values are not recommended for survey control.
 PK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0039.See file dsdata.txt to determine how the superseded data were derived.
 PK0039
 PK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK044842(NAD 83)
 PK0039_MARKER: DB = BENCH MARK DISK
 PK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0039_STAMPING: G 36 1934
 PK0039_MARK LOGO: CGS   
 PK0039_PROJECTION: PROJECTING 8 CENTIMETERS
 PK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0039+STABILITY: SURFACE MOTION
 PK0039
 PK0039  HISTORY     - Date     Condition        Report By
 PK0039  HISTORY     - 1934     MONUMENTED       CGS
 PK0039  HISTORY     - 1983     GOOD             NGS
 PK0039
 PK0039                          STATION DESCRIPTION
 PK0039
 PK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0039'6.1 MI S FROM ALPENA.
 PK0039'6.1 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0039'THE STATION AT ALPENA, ALPENA COUNTY, 180 YARDS NORTH OF MILEPOST
 PK0039'116, 11 FEET SOUTH OF THE SOUTH END OF AN IRON GATE, 31 FEET
 PK0039'EAST OF THE EAST RAIL OF A SPUR TRACK, 1.7 FEET WEST OF A
 PK0039'FENCE, AND 1 FOOT LOWER THAN THE BASE OF THE RAIL.  A STANDARD
 PK0039'DISK, STAMPED G 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0039
 PK0039                          STATION RECOVERY (1983)
 PK0039
 PK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0039'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY,
 PK0039'LINE REROUTED TO HIGHWAY 23.  NOTE, ABOUT 58 METERS (190 FEET) SOUTH
 PK0039'OF A TELEPHONE JUNCTION BOX, 14.0 METERS (45.9 FT) EAST OF EAST RAIL,
 PK0039'4.3 METERS (14.0 FT) NORTHWEST OF A POWERLINE POLE, 0.18 METER
 PK0039'(0.6 FT) WEST OF A WOODEN 2-INCH BY 4-INCH POST, AND 1.4 METERS
 PK0039'(4.5 FT) EAST OF APPROXIMATE CENTER OF SAND ROAD.
 PK0039'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 PK0039'THE MARK IS 0.61 M BELOW RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0059 ***********************************************************************
 QK0059  DESIGNATION -  G 37
 QK0059  PID         -  QK0059
 QK0059  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0059  USGS QUAD   -  ONAWAY (1986)
 QK0059
 QK0059                         *CURRENT SURVEY CONTROL
 QK0059  ___________________________________________________________________
 QK0059* NAD 83(1986)-  45 21 28.     (N)    084 12 31.     (W)     SCALED    
 QK0059* NAVD 88     -       253.993  (meters)     833.31   (feet)  POSTED    
 QK0059  ___________________________________________________________________
 QK0059  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 QK0059  DYNAMIC HT  -         253.980 (meters)     833.27  (feet)  COMP
 QK0059  MODELED GRAV-     980,559.6   (mgal)                       NAVD 88
 QK0059
 QK0059  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QK0059
 QK0059.The horizontal coordinates were scaled from a topographic map and have
 QK0059.an estimated accuracy of +/- 6 seconds.
 QK0059
 QK0059.The orthometric height was determined by differential leveling
 QK0059.and adjusted by the National Geodetic Survey in 1992..
 QK0059.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QK0059.rate of 0.0 thru 1.0 mm/km.
 QK0059
 QK0059.The geoid height was determined by GEOID03.
 QK0059
 QK0059.The dynamic height is computed by dividing the NAVD 88
 QK0059.geopotential number by the normal gravity value computed on the
 QK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0059.degrees latitude (g = 980.6199 gals.).
 QK0059
 QK0059.The modeled gravity was interpolated from observed gravity values.
 QK0059
 QK0059;                    North         East    Units  Estimated Accuracy
 QK0059;SPC MI C     -   226,820.    6,012,380.      MT  (+/- 180 meters Scaled)
 QK0059
 QK0059                          SUPERSEDED SURVEY CONTROL
 QK0059
 QK0059  NGVD 29 (??/??/92)  254.030  (m)          833.43   (f) ADJ UNCH    1 2
 QK0059
 QK0059.Superseded values are not recommended for survey control.
 QK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0059.See file dsdata.txt to determine how the superseded data were derived.
 QK0059
 QK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR186264(NAD 83)
 QK0059_MARKER: DB = BENCH MARK DISK
 QK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0059_STAMPING: G 37 1934
 QK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0059+STABILITY: SURFACE MOTION
 QK0059
 QK0059  HISTORY     - Date     Condition        Report By
 QK0059  HISTORY     - 1934     MONUMENTED       CGS
 QK0059  HISTORY     - 20010331 GOOD             NGS
 QK0059
 QK0059                          STATION DESCRIPTION
 QK0059
 QK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0059'0.7 MI SE FROM ONAWAY.
 QK0059'0.7 MILE SOUTHEAST ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 QK0059'THE STATION AT ONAWAY, PRESQUE ISLE COUNTY, 0.2 MILE WEST OF
 QK0059'MILEPOST 168, 10 RAILS WEST OF THE CROSSING OF U.S. HIGHWAY 23,
 QK0059'17 YARDS NORTH OF THE NORTH RAIL, AND 1 YARD SOUTH OF A FENCE.
 QK0059'A STANDARD DISK STAMPED G 37 1934 AND SET IN THE TOP OF A
 QK0059'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 QK0059
 QK0059                          STATION RECOVERY (2001)
 QK0059
 QK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0059'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0185 ***********************************************************************
 OJ0185  DESIGNATION -  G 39
 OJ0185  PID         -  OJ0185
 OJ0185  STATE/COUNTY-  MI/SANILAC
 OJ0185  USGS QUAD   -  MINDEN CITY (1963)
 OJ0185
 OJ0185                         *CURRENT SURVEY CONTROL
 OJ0185  ___________________________________________________________________
 OJ0185* NAD 83(1986)-  43 39 27.     (N)    082 46 05.     (W)     SCALED    
 OJ0185* NAVD 88     -       257.449  (meters)     844.65   (feet)  ADJUSTED  
 OJ0185  ___________________________________________________________________
 OJ0185  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OJ0185  DYNAMIC HT  -         257.399 (meters)     844.48  (feet)  COMP
 OJ0185  MODELED GRAV-     980,418.6   (mgal)                       NAVD 88
 OJ0185
 OJ0185  VERT ORDER  -  SECOND    CLASS 0
 OJ0185
 OJ0185.The horizontal coordinates were scaled from a topographic map and have
 OJ0185.an estimated accuracy of +/- 6 seconds.
 OJ0185
 OJ0185.The orthometric height was determined by differential leveling
 OJ0185.and adjusted by the National Geodetic Survey in June 1991..
 OJ0185
 OJ0185.The geoid height was determined by GEOID03.
 OJ0185
 OJ0185.The dynamic height is computed by dividing the NAVD 88
 OJ0185.geopotential number by the normal gravity value computed on the
 OJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0185.degrees latitude (g = 980.6199 gals.).
 OJ0185
 OJ0185.The modeled gravity was interpolated from observed gravity values.
 OJ0185
 OJ0185;                    North         East    Units  Estimated Accuracy
 OJ0185;SPC MI S     -   240,880.    4,128,950.      MT  (+/- 180 meters Scaled)
 OJ0185
 OJ0185                          SUPERSEDED SURVEY CONTROL
 OJ0185
 OJ0185  NGVD 29 (??/??/92)  257.565  (m)          845.03   (f) ADJ UNCH    2 0
 OJ0185
 OJ0185.Superseded values are not recommended for survey control.
 OJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0185.See file dsdata.txt to determine how the superseded data were derived.
 OJ0185
 OJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ574353(NAD 83)
 OJ0185_MARKER: DB = BENCH MARK DISK
 OJ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0185_STAMPING: G 39 1934
 OJ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0185+STABILITY: SURFACE MOTION
 OJ0185
 OJ0185  HISTORY     - Date     Condition        Report By
 OJ0185  HISTORY     - 1934     MONUMENTED       CGS
 OJ0185  HISTORY     - 1988     GOOD             USPSQD
 OJ0185  HISTORY     - 19940717 GOOD             USPSQD
 OJ0185
 OJ0185                          STATION DESCRIPTION
 OJ0185
 OJ0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0185'1 MI S FROM MINDEN CITY.
 OJ0185'1.0 MILE SOUTH OF STATION BY RAIL.  ON THE PORT AUSTIN DIVISION
 OJ0185'OF THE PERE MARQUETTE RAILROAD, AT THE FIRST ROAD CROSSING
 OJ0185'SOUTH OF STATION, 42.0 FEET NORTHWEST OF THE INTERSECTION OF
 OJ0185'THE CENTER LINE OF DIRT ROAD AND THE WEST RAIL, 34.0 FEET NORTH
 OJ0185'OF THE CENTER LINE OF DIRT ROAD, 26.4 FEET WEST OF WEST RAIL,
 OJ0185'12.9 FEET NORTH OF THE CORNER POST OF A WIRE FENCE, 1.0 FOOT
 OJ0185'ABOVE THE TOP OF RAIL, ON TOP OF A CONCRETE POST.
 OJ0185
 OJ0185                          STATION RECOVERY (1988)
 OJ0185
 OJ0185'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0185'RECOVERED IN GOOD CONDITION.
 OJ0185
 OJ0185                          STATION RECOVERY (1994)
 OJ0185
 OJ0185'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0019 ***********************************************************************
 OK0019  DESIGNATION -  G 40
 OK0019  PID         -  OK0019
 OK0019  STATE/COUNTY-  MI/MIDLAND
 OK0019  USGS QUAD   -  AVERILL (1973)
 OK0019
 OK0019                         *CURRENT SURVEY CONTROL
 OK0019  ___________________________________________________________________
 OK0019* NAD 83(1986)-  43 37 32.     (N)    084 15 41.     (W)     SCALED    
 OK0019* NAVD 88     -       190.745  (meters)     625.80   (feet)  ADJUSTED  
 OK0019  ___________________________________________________________________
 OK0019  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OK0019  DYNAMIC HT  -         190.707 (meters)     625.68  (feet)  COMP
 OK0019  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 OK0019
 OK0019  VERT ORDER  -  SECOND    CLASS 0
 OK0019
 OK0019.The horizontal coordinates were scaled from a topographic map and have
 OK0019.an estimated accuracy of +/- 6 seconds.
 OK0019
 OK0019.The orthometric height was determined by differential leveling
 OK0019.and adjusted by the National Geodetic Survey in June 1991..
 OK0019
 OK0019.The geoid height was determined by GEOID03.
 OK0019
 OK0019.The dynamic height is computed by dividing the NAVD 88
 OK0019.geopotential number by the normal gravity value computed on the
 OK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0019.degrees latitude (g = 980.6199 gals.).
 OK0019
 OK0019.The modeled gravity was interpolated from observed gravity values.
 OK0019
 OK0019;                    North         East    Units  Estimated Accuracy
 OK0019;SPC MI S     -   236,120.    4,008,500.      MT  (+/- 180 meters Scaled)
 OK0019
 OK0019                          SUPERSEDED SURVEY CONTROL
 OK0019
 OK0019  NGVD 29 (??/??/92)  190.921  (m)          626.38   (f) ADJ UNCH    2 0
 OK0019
 OK0019.Superseded values are not recommended for survey control.
 OK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0019.See file dsdata.txt to determine how the superseded data were derived.
 OK0019
 OK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP209339(NAD 83)
 OK0019_MARKER: DB = BENCH MARK DISK
 OK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0019_STAMPING: G 40 1934
 OK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0019+STABILITY: SURFACE MOTION
 OK0019
 OK0019  HISTORY     - Date     Condition        Report By
 OK0019  HISTORY     - 1934     MONUMENTED       CGS
 OK0019  HISTORY     - 1938     GOOD             NGS
 OK0019  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0019
 OK0019                          STATION DESCRIPTION
 OK0019
 OK0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OK0019'AT MIDLAND.
 OK0019'AT MIDLAND, 1 MILE WEST OF THE CHESAPEAKE AND OHIO RWY. STATION,
 OK0019'50 YARDS NORTH OF THE NORTH RAIL, ON THE LAWN OF THE FILTRATION
 OK0019'PLANT, 12.2 FEET EAST OF THE EAST END OF THE STEPS, 8.2 FEET
 OK0019'WEST OF THE EAST END OF THE BUILDING, AND 6 FEET SOUTH OF THE
 OK0019'SOUTH FACE OF THE BUILDING.  A STANDARD DISK, STAMPED G 40 1934 AND
 OK0019'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND
 OK0019'NOTE-- THIS MARK HAS SETTLED 0.3 FOOT.
 OK0019
 OK0019                          STATION RECOVERY (2001)
 OK0019
 OK0019'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0019'FILTRATION PLANT HAS BEEN REMOVED. RAILROAD TRACKS HAVE BEEN REMOVED
 OK0019'AND A RAIL TRAIL HAS BEEN PUT IN ITS PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0328 ***********************************************************************
 OJ0328  DESIGNATION -  G 41
 OJ0328  PID         -  OJ0328
 OJ0328  STATE/COUNTY-  MI/LAPEER
 OJ0328  USGS QUAD   -  IMLAY CITY (1963)
 OJ0328
 OJ0328                         *CURRENT SURVEY CONTROL
 OJ0328  ___________________________________________________________________
 OJ0328* NAD 83(1986)-  43 01 12.     (N)    083 02 16.     (W)     SCALED    
 OJ0328* NAVD 88     -       251.221  (meters)     824.21   (feet)  POSTED    
 OJ0328  ___________________________________________________________________
 OJ0328  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 OJ0328  DYNAMIC HT  -         251.150 (meters)     823.98  (feet)  COMP
 OJ0328  MODELED GRAV-     980,342.9   (mgal)                       NAVD 88
 OJ0328
 OJ0328  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 OJ0328
 OJ0328.The horizontal coordinates were scaled from a topographic map and have
 OJ0328.an estimated accuracy of +/- 6 seconds.
 OJ0328
 OJ0328.The orthometric height was determined by differential leveling
 OJ0328.and adjusted by the National Geodetic Survey in 1992..
 OJ0328.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 OJ0328.rate of 1.1 thru 2.0 mm/km.
 OJ0328
 OJ0328.The geoid height was determined by GEOID03.
 OJ0328
 OJ0328.The dynamic height is computed by dividing the NAVD 88
 OJ0328.geopotential number by the normal gravity value computed on the
 OJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0328.degrees latitude (g = 980.6199 gals.).
 OJ0328
 OJ0328.The modeled gravity was interpolated from observed gravity values.
 OJ0328
 OJ0328;                    North         East    Units  Estimated Accuracy
 OJ0328;SPC MI S     -   169,690.    4,108,310.      MT  (+/- 180 meters Scaled)
 OJ0328
 OJ0328                          SUPERSEDED SURVEY CONTROL
 OJ0328
 OJ0328  NGVD 29 (??/??/92)  251.338  (m)          824.60   (f) ADJ UNCH    2 0
 OJ0328
 OJ0328.Superseded values are not recommended for survey control.
 OJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0328.See file dsdata.txt to determine how the superseded data were derived.
 OJ0328
 OJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH339650(NAD 83)
 OJ0328_MARKER: DB = BENCH MARK DISK
 OJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0328_STAMPING: G 41 1934
 OJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0328+STABILITY: SURFACE MOTION
 OJ0328
 OJ0328  HISTORY     - Date     Condition        Report By
 OJ0328  HISTORY     - 1934     MONUMENTED       CGS
 OJ0328  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0328  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0328  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 OJ0328
 OJ0328                          STATION DESCRIPTION
 OJ0328
 OJ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0328'1.9 MI E FROM IMLAY CITY.
 OJ0328'1.9 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0328'STATION AT IMLAY CITY, LAPEER COUNTY, AT A SECOND ROAD CROSSING
 OJ0328'EAST OF THE STATION, 26 FEET WEST OF THE CENTERLINE OF THE
 OJ0328'ROAD, 25.4 FEET NORTH OF THE NORTH RAIL, 11.3 FEET SOUTH OF A
 OJ0328'CORNER POST OF A WIRE FENCE, AND 3 FEET HIGHER THAN THE TOP OF
 OJ0328'THE RAIL.  A STANDARD DISK, STAMPED G 41 1934 AND SET IN THE
 OJ0328'TOP OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED BY DITCHER.
 OJ0328
 OJ0328                          STATION RECOVERY (1977)
 OJ0328
 OJ0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0328'MARK NOT FOUND.
 OJ0328
 OJ0328                          STATION RECOVERY (1997)
 OJ0328
 OJ0328'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0030 ***********************************************************************
 NF0030  DESIGNATION -  G 42
 NF0030  PID         -  NF0030
 NF0030  STATE/COUNTY-  MI/SHIAWASSEE
 NF0030  USGS QUAD   -  CORUNNA (1972)
 NF0030
 NF0030                         *CURRENT SURVEY CONTROL
 NF0030  ___________________________________________________________________
 NF0030* NAD 83(1986)-  42 53 04.     (N)    084 02 23.     (W)     SCALED    
 NF0030* NAVD 88     -       251.676  (meters)     825.71   (feet)  ADJUSTED  
 NF0030  ___________________________________________________________________
 NF0030  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF0030  DYNAMIC HT  -         251.615 (meters)     825.51  (feet)  COMP
 NF0030  MODELED GRAV-     980,370.8   (mgal)                       NAVD 88
 NF0030
 NF0030  VERT ORDER  -  SECOND    CLASS 0
 NF0030
 NF0030.The horizontal coordinates were scaled from a topographic map and have
 NF0030.an estimated accuracy of +/- 6 seconds.
 NF0030
 NF0030.The orthometric height was determined by differential leveling
 NF0030.and adjusted by the National Geodetic Survey in June 1991..
 NF0030
 NF0030.The geoid height was determined by GEOID03.
 NF0030
 NF0030.The dynamic height is computed by dividing the NAVD 88
 NF0030.geopotential number by the normal gravity value computed on the
 NF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0030.degrees latitude (g = 980.6199 gals.).
 NF0030
 NF0030.The modeled gravity was interpolated from observed gravity values.
 NF0030
 NF0030;                    North         East    Units  Estimated Accuracy
 NF0030;SPC MI S     -   153,830.    4,026,710.      MT  (+/- 180 meters Scaled)
 NF0030
 NF0030                          SUPERSEDED SURVEY CONTROL
 NF0030
 NF0030  NGVD 29 (??/??/92)  251.809  (m)          826.14   (f) ADJ UNCH    2 0
 NF0030
 NF0030.Superseded values are not recommended for survey control.
 NF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0030.See file dsdata.txt to determine how the superseded data were derived.
 NF0030
 NF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN417522(NAD 83)
 NF0030_MARKER: DB = BENCH MARK DISK
 NF0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0030_STAMPING: G 42 1934
 NF0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0030+STABILITY: SURFACE MOTION
 NF0030
 NF0030  HISTORY     - Date     Condition        Report By
 NF0030  HISTORY     - 1934     MONUMENTED       CGS
 NF0030  HISTORY     - 1967     MARK NOT FOUND   USGS
 NF0030
 NF0030                          STATION DESCRIPTION
 NF0030
 NF0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0030'3.5 MI W FROM DURAND.
 NF0030'3.5 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0030'THE STATION AT DURAND, SHIAWASSEE COUNTY, 160 YARDS WEST OF
 NF0030'MILEPOST C 250, 150 YARDS EAST OF THE EAST ABUTMENT OF BRIDGE
 NF0030'249.73 JUST WEST OF A PUMPING STATION IN THE SOUTHWEST QUADRANT
 NF0030'OF A ROAD CROSSING, 23.3 FEET SOUTH OF THE INTERSECTION OF
 NF0030'THE CENTERLINE OF THE ROAD WITH THE SOUTH RAIL OF THE SOUTH
 NF0030'TRACK, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.  A STANDARD
 NF0030'DISK, STAMPED G 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0030'NOTE-- MEASUREMENTS FROM LOCAL OBJECTS INDICATE SITE OF MARK
 NF0030'NOW LOCATED IN A RR SIDE CAR LOT.
 NF0030
 NF0030                          STATION RECOVERY (1967)
 NF0030
 NF0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NF0030'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0356 ***********************************************************************
 NE0356  DESIGNATION -  G 43
 NE0356  PID         -  NE0356
 NE0356  STATE/COUNTY-  MI/OAKLAND
 NE0356  USGS QUAD   -  CLARKSTON (1983)
 NE0356
 NE0356                         *CURRENT SURVEY CONTROL
 NE0356  ___________________________________________________________________
 NE0356* NAD 83(1986)-  42 42 28.     (N)    083 26 16.     (W)     SCALED    
 NE0356* NAVD 88     -       305.861  (meters)    1003.48   (feet)  ADJUSTED  
 NE0356  ___________________________________________________________________
 NE0356  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NE0356  DYNAMIC HT  -         305.768 (meters)    1003.17  (feet)  COMP
 NE0356  MODELED GRAV-     980,310.0   (mgal)                       NAVD 88
 NE0356
 NE0356  VERT ORDER  -  SECOND    CLASS 0
 NE0356
 NE0356.The horizontal coordinates were scaled from a topographic map and have
 NE0356.an estimated accuracy of +/- 6 seconds.
 NE0356
 NE0356.The orthometric height was determined by differential leveling
 NE0356.and adjusted by the National Geodetic Survey in June 1991..
 NE0356
 NE0356.The geoid height was determined by GEOID03.
 NE0356
 NE0356.The dynamic height is computed by dividing the NAVD 88
 NE0356.geopotential number by the normal gravity value computed on the
 NE0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0356.degrees latitude (g = 980.6199 gals.).
 NE0356
 NE0356.The modeled gravity was interpolated from observed gravity values.
 NE0356
 NE0356;                    North         East    Units  Estimated Accuracy
 NE0356;SPC MI S     -   134,580.    4,076,090.      MT  (+/- 180 meters Scaled)
 NE0356
 NE0356                          SUPERSEDED SURVEY CONTROL
 NE0356
 NE0356  NGVD 29 (??/??/92)  305.946  (m)         1003.76   (f) ADJ UNCH    2 0
 NE0356
 NE0356.Superseded values are not recommended for survey control.
 NE0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0356.See file dsdata.txt to determine how the superseded data were derived.
 NE0356
 NE0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH003312(NAD 83)
 NE0356_MARKER: DB = BENCH MARK DISK
 NE0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0356_STAMPING: G 43 1934
 NE0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0356+STABILITY: SURFACE MOTION
 NE0356
 NE0356  HISTORY     - Date     Condition        Report By
 NE0356  HISTORY     - 1934     MONUMENTED       CGS
 NE0356  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0356
 NE0356                          STATION DESCRIPTION
 NE0356
 NE0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0356'AT CLARKSTON.
 NE0356'AT CLARKSTON, OAKLAND COUNTY, 53 YARDS SOUTHEAST OF THE SOUTHEAST
 NE0356'END OF THE GRAND TRUNK WESTERN RAILWAY STATION, 24 YARDS SOUTHEAST
 NE0356'OF A ROAD CROSSING, 47 FEET NORTHEAST OF THE NORTHEAST RAIL
 NE0356'OF THE MAIN TRACK, 4.8 FEET SOUTH OF THE NORTHWEST END OF THE
 NE0356'RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH THE BASE OF THE RAIL.
 NE0356'A STANDARD DISK, STAMPED G 43 1934 AND SET IN THE TOP OF A
 NE0356'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0158 ***********************************************************************
 RJ0158  DESIGNATION -  G 44
 RJ0158  PID         -  RJ0158
 RJ0158  STATE/COUNTY-  MI/CHIPPEWA
 RJ0158  USGS QUAD   -  SHALLOWS (1975)
 RJ0158
 RJ0158                         *CURRENT SURVEY CONTROL
 RJ0158  ___________________________________________________________________
 RJ0158* NAD 83(1986)-  46 26 31.     (N)    084 27 10.     (W)     SCALED    
 RJ0158* NAVD 88     -       196.777  (meters)     645.59   (feet)  ADJUSTED  
 RJ0158  ___________________________________________________________________
 RJ0158  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ0158  DYNAMIC HT  -         196.788 (meters)     645.63  (feet)  COMP
 RJ0158  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RJ0158
 RJ0158  VERT ORDER  -  FIRST     CLASS II
 RJ0158
 RJ0158.The horizontal coordinates were scaled from a topographic map and have
 RJ0158.an estimated accuracy of +/- 6 seconds.
 RJ0158
 RJ0158.The orthometric height was determined by differential leveling
 RJ0158.and adjusted by the National Geodetic Survey in June 1991..
 RJ0158
 RJ0158.The geoid height was determined by GEOID03.
 RJ0158
 RJ0158.The dynamic height is computed by dividing the NAVD 88
 RJ0158.geopotential number by the normal gravity value computed on the
 RJ0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0158.degrees latitude (g = 980.6199 gals.).
 RJ0158
 RJ0158.The modeled gravity was interpolated from observed gravity values.
 RJ0158
 RJ0158;                    North         East    Units  Estimated Accuracy
 RJ0158;SPC MI N     -   187,490.    8,195,690.      MT  (+/- 180 meters Scaled)
 RJ0158
 RJ0158                          SUPERSEDED SURVEY CONTROL
 RJ0158
 RJ0158  NGVD 29 (??/??/92)  196.740  (m)          645.47   (f) ADJ UNCH    1 2
 RJ0158
 RJ0158.Superseded values are not recommended for survey control.
 RJ0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0158.See file dsdata.txt to determine how the superseded data were derived.
 RJ0158
 RJ0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS956463(NAD 83)
 RJ0158_MARKER: DB = BENCH MARK DISK
 RJ0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0158_STAMPING: G 44 1934
 RJ0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0158+STABILITY: SURFACE MOTION
 RJ0158
 RJ0158  HISTORY     - Date     Condition        Report By
 RJ0158  HISTORY     - 1934     MONUMENTED       CGS
 RJ0158  HISTORY     - 1937     GOOD             NGS
 RJ0158
 RJ0158                          STATION DESCRIPTION
 RJ0158
 RJ0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RJ0158'6.5 MI W FROM SAULT STE MARIE.
 RJ0158'6.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0158'RAILROAD FROM THE STATION AT SAULT STE. MARIE, CHIPPEWA COUNTY,
 RJ0158'3 RAILS EAST OF MILEPOST 6, 36 FEET NORTH OF THE CENTERLINE OF
 RJ0158'THE TRACK, 18 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND 4 FEET
 RJ0158'FROM THE EDGE OF A SMALL BANK.  A STANDARD DISK, STAMPED G 44
 RJ0158'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0336 ***********************************************************************
 RJ0336  DESIGNATION -  G 45
 RJ0336  PID         -  RJ0336
 RJ0336  STATE/COUNTY-  MI/LUCE
 RJ0336  USGS QUAD   -  SOO JUNCTION (1973)
 RJ0336
 RJ0336                         *CURRENT SURVEY CONTROL
 RJ0336  ___________________________________________________________________
 RJ0336* NAD 83(1986)-  46 20 23.     (N)    085 18 31.     (W)     SCALED    
 RJ0336* NAVD 88     -       216.186  (meters)     709.27   (feet)  ADJUSTED  
 RJ0336  ___________________________________________________________________
 RJ0336  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 RJ0336  DYNAMIC HT  -         216.201 (meters)     709.32  (feet)  COMP
 RJ0336  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 RJ0336
 RJ0336  VERT ORDER  -  FIRST     CLASS II
 RJ0336
 RJ0336.The horizontal coordinates were scaled from a topographic map and have
 RJ0336.an estimated accuracy of +/- 6 seconds.
 RJ0336
 RJ0336.The orthometric height was determined by differential leveling
 RJ0336.and adjusted by the National Geodetic Survey in June 1991..
 RJ0336
 RJ0336.The geoid height was determined by GEOID03.
 RJ0336
 RJ0336.The dynamic height is computed by dividing the NAVD 88
 RJ0336.geopotential number by the normal gravity value computed on the
 RJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0336.degrees latitude (g = 980.6199 gals.).
 RJ0336
 RJ0336.The modeled gravity was interpolated from observed gravity values.
 RJ0336
 RJ0336;                    North         East    Units  Estimated Accuracy
 RJ0336;SPC MI N     -   174,370.    8,130,190.      MT  (+/- 180 meters Scaled)
 RJ0336
 RJ0336                          SUPERSEDED SURVEY CONTROL
 RJ0336
 RJ0336  NGVD 29 (??/??/92)  216.178  (m)          709.24   (f) ADJ UNCH    1 2
 RJ0336
 RJ0336.Superseded values are not recommended for survey control.
 RJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0336.See file dsdata.txt to determine how the superseded data were derived.
 RJ0336
 RJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS301331(NAD 83)
 RJ0336_MARKER: DB = BENCH MARK DISK
 RJ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0336_STAMPING: G 45 1934
 RJ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0336+STABILITY: SURFACE MOTION
 RJ0336
 RJ0336  HISTORY     - Date     Condition        Report By
 RJ0336  HISTORY     - 1934     MONUMENTED       CGS
 RJ0336  HISTORY     - 1935     GOOD             NGS
 RJ0336
 RJ0336                          STATION DESCRIPTION
 RJ0336
 RJ0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0336'2.5 MI W FROM SOO JUNCTION.
 RJ0336'2.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0336'FROM SOO JUNCTION, LUCE COUNTY, 40 FEET SOUTHWEST OF MILEPOST
 RJ0336'49, 10 FEET SOUTH OF THE TRACK, AND AT A POLE.  A STANDARD DISK,
 RJ0336'STAMPED G 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0039 ***********************************************************************
 RK0039  FBN         -  This is a Federal Base Network Control Station.
 RK0039  DESIGNATION -  G 46
 RK0039  PID         -  RK0039
 RK0039  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0039  USGS QUAD   -  WALSH (1972)
 RK0039
 RK0039                         *CURRENT SURVEY CONTROL
 RK0039  ___________________________________________________________________
 RK0039* NAD 83(1994)-  46 20 43.06193(N)    086 09 47.52649(W)     ADJUSTED  
 RK0039* NAVD 88     -       235.250  (meters)     771.82   (feet)  ADJUSTED  
 RK0039  ___________________________________________________________________
 RK0039  X           -     295,145.390 (meters)                     COMP
 RK0039  Y           -  -4,400,883.106 (meters)                     COMP
 RK0039  Z           -   4,591,970.752 (meters)                     COMP
 RK0039  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 RK0039  ELLIP HEIGHT-         200.10  (meters)          (06/11/02) GPS OBS
 RK0039  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 RK0039  DYNAMIC HT  -         235.266 (meters)     771.87  (feet)  COMP
 RK0039  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 RK0039
 RK0039  HORZ ORDER  -  B
 RK0039  VERT ORDER  -  FIRST     CLASS II
 RK0039  ELLP ORDER  -  FOURTH    CLASS I
 RK0039
 RK0039.The horizontal coordinates were established by GPS observations
 RK0039.and adjusted by the National Geodetic Survey in September 1995..
 RK0039
 RK0039.The orthometric height was determined by differential leveling
 RK0039.and adjusted by the National Geodetic Survey in June 1991..
 RK0039
 RK0039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0039
 RK0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0039
 RK0039.The ellipsoidal height was determined by GPS observations
 RK0039.and is referenced to NAD 83.
 RK0039
 RK0039.The geoid height was determined by GEOID03.
 RK0039
 RK0039.The dynamic height is computed by dividing the NAVD 88
 RK0039.geopotential number by the normal gravity value computed on the
 RK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0039.degrees latitude (g = 980.6199 gals.).
 RK0039
 RK0039.The modeled gravity was interpolated from observed gravity values.
 RK0039
 RK0039;                    North         East     Units Scale Factor Converg.
 RK0039;SPC MI N     -   173,942.823 8,064,409.330   MT  0.99990338   +0 36 17.4
 RK0039;SPC MI N     -   570,678.55 26,458,035.86   iFT  0.99990338   +0 36 17.4
 RK0039;UTM  16      - 5,132,753.512   564,390.880   MT  0.99965097   +0 36 19.6
 RK0039
 RK0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0039!SPC MI N     -   0.99996863  x   0.99990338  =   0.99987202
 RK0039!UTM  16      -   0.99996863  x   0.99965097  =   0.99961961
 RK0039
 RK0039                          SUPERSEDED SURVEY CONTROL
 RK0039
 RK0039  ELLIP H (09/20/95)  200.13   (m)                       GP(       ) 1 2
 RK0039  NAVD 88 (09/20/95)  235.25   (m)          771.8    (f) LEVELING    3  
 RK0039  NGVD 29 (??/??/92)  235.215  (m)          771.70   (f) ADJ UNCH    1 2
 RK0039
 RK0039.Superseded values are not recommended for survey control.
 RK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0039.See file dsdata.txt to determine how the superseded data were derived.
 RK0039
 RK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES6439132754(NAD 83)
 RK0039_MARKER: DB = BENCH MARK DISK
 RK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0039_STAMPING: G 46 1934
 RK0039_MARK LOGO: CGS   
 RK0039_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0039+STABILITY: SURFACE MOTION
 RK0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0039+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0039
 RK0039  HISTORY     - Date     Condition        Report By
 RK0039  HISTORY     - 1934     MONUMENTED       CGS
 RK0039  HISTORY     - 1935     GOOD             NGS
 RK0039  HISTORY     - 19940804 GOOD             NGS
 RK0039  HISTORY     - 20010717 GOOD             MIDNR
 RK0039  HISTORY     - 20020416 GOOD             MIDT
 RK0039  HISTORY     - 20060911 GOOD             USPSQD
 RK0039
 RK0039                          STATION DESCRIPTION
 RK0039
 RK0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0039'0.7 MI E FROM WALSH.
 RK0039'0.7 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0039'FROM WALSH, SCHOOLCRAFT COUNTY, 4-3/4 RAILS WEST OF CULVERT
 RK0039'89.98, 1-1/2 RAILS WEST OF MILEPOST 90, 40 FEET WEST OF POLE
 RK0039'3330, 50 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28, AND
 RK0039'30 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RK0039'STAMPED G 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0039
 RK0039                          STATION RECOVERY (1994)
 RK0039
 RK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RK0039'STATION IS LOCATED ABOUT 38 KM (23.60 MI) EAST OF SHINGLETON, 16 KM
 RK0039'(9.95 MI) WEST OF SENEY, 0.7 MI (1.1 KM) EAST OF WALSH, IN THE SENEY
 RK0039'NATIONAL WILDLIFE REFUGE, IN SECTION 34, T 46 N, R 15 W, SENEY
 RK0039'TOWNSHIP.  OWNERSHIP--WISCONSIN CENTRAL LIMITED RAILROAD.  TO REACH
 RK0039'FROM THE JUNCTION OF STATE HIGHWAYS 77 AND 28 SOUTH IN SENEY, GO WEST
 RK0039'ON STATE HIGHWAY 28 FOR 4.6 MI (7.4 KM) TO THE HIGHWAY 28 BRIDGE OVER
 RK0039'HOLLAND CREEK.  CONTINUE WEST ON HIGHWAY 28 FOR 3.65 MI (5.87 KM) TO
 RK0039'THE HIGHWAY 28 BRIDGE OVER DRIGGS RIVER.  CONTINUE WEST ON HIGHWAY 28
 RK0039'FOR 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT.  STATION PROJECTS 10
 RK0039'CM ABOVE GROUND.  IT IS 168.5 FT (51.4 M) WEST-SOUTHWEST OF 7 FT (2.1
 RK0039'M) HIGH UTILITY POLE NUMBER 912 AT A FIBER OPTIC CABLE CAUTION SIGN,
 RK0039'113.0 FT (34.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 28, 70.2 FT (21.4
 RK0039'M) EAST-NORTHEAST OF A UTILITY POLE WITH RAILROAD MILE MARKER 90
 RK0039'ATTACHED, 34.0 FT (10.4 M) NORTH OF THE NORTH RAIL AND 2.0 FT (0.6 M)
 RK0039'EAST-SOUTHEAST OF A METAL WITNESS POST.
 RK0039
 RK0039                          STATION RECOVERY (2001)
 RK0039
 RK0039'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (JAN)
 RK0039'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 RK0039'BY NGS.
 RK0039' 
 RK0039'
 RK0039
 RK0039                          STATION RECOVERY (2002)
 RK0039
 RK0039'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RK0039'RECOVERED IN GOOD CONDITION.
 RK0039
 RK0039                          STATION RECOVERY (2006)
 RK0039
 RK0039'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0138 ***********************************************************************
 RK0138  DESIGNATION -  G 47
 RK0138  PID         -  RK0138
 RK0138  STATE/COUNTY-  MI/ALGER
 RK0138  USGS QUAD   -  SAND RIVER (1985)
 RK0138
 RK0138                         *CURRENT SURVEY CONTROL
 RK0138  ___________________________________________________________________
 RK0138* NAD 83(1986)-  46 28 23.     (N)    087 01 01.     (W)     SCALED    
 RK0138* NAVD 88     -       235.417  (meters)     772.36   (feet)  ADJUSTED  
 RK0138  ___________________________________________________________________
 RK0138  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RK0138  DYNAMIC HT  -         235.429 (meters)     772.40  (feet)  COMP
 RK0138  MODELED GRAV-     980,662.7   (mgal)                       NAVD 88
 RK0138
 RK0138  VERT ORDER  -  FIRST     CLASS II
 RK0138
 RK0138.The horizontal coordinates were scaled from a topographic map and have
 RK0138.an estimated accuracy of +/- 6 seconds.
 RK0138
 RK0138.The orthometric height was determined by differential leveling
 RK0138.and adjusted by the National Geodetic Survey in June 1991..
 RK0138
 RK0138.The geoid height was determined by GEOID03.
 RK0138
 RK0138.The dynamic height is computed by dividing the NAVD 88
 RK0138.geopotential number by the normal gravity value computed on the
 RK0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0138.degrees latitude (g = 980.6199 gals.).
 RK0138
 RK0138.The modeled gravity was interpolated from observed gravity values.
 RK0138
 RK0138;                    North         East    Units  Estimated Accuracy
 RK0138;SPC MI N     -   187,800.    7,998,700.      MT  (+/- 180 meters Scaled)
 RK0138
 RK0138                          SUPERSEDED SURVEY CONTROL
 RK0138
 RK0138  NGVD 29 (??/??/92)  235.380  (m)          772.24   (f) ADJ UNCH    1 2
 RK0138
 RK0138.Superseded values are not recommended for survey control.
 RK0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0138.See file dsdata.txt to determine how the superseded data were derived.
 RK0138
 RK0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS986466(NAD 83)
 RK0138_MARKER: DB = BENCH MARK DISK
 RK0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0138_STAMPING: G 47 1934
 RK0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0138+STABILITY: SURFACE MOTION
 RK0138
 RK0138  HISTORY     - Date     Condition        Report By
 RK0138  HISTORY     - 1934     MONUMENTED       CGS
 RK0138  HISTORY     - 1935     GOOD             NGS
 RK0138  HISTORY     - 19960605 MARK NOT FOUND   MI-003
 RK0138  HISTORY     - 19980414 MARK NOT FOUND   NGS
 RK0138
 RK0138                          STATION DESCRIPTION
 RK0138
 RK0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0138'1.2 MI E FROM DEERTON.
 RK0138'1.2 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0138'RAILWAY FROM DEERTON, ALGER COUNTY, 8 RAILS EAST OF A STATION
 RK0138'ONE MILE SIGN, ACROSS THE TRACK FROM POLE 4993, 20 FEET SOUTH
 RK0138'OF THE CENTERLINE OF THE TRACK, AND 20 FEET NORTH OF A FENCE.
 RK0138'A STANDARD DISK, STAMPED G 47 1934 AND SET IN THE TOP OF A
 RK0138'CONCRETE POST.
 RK0138
 RK0138                          STATION RECOVERY (1996)
 RK0138
 RK0138'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0138'A FIELD SURVEY SEARCH WAS MADE AND THE MARK WAS NOT FOUND.
 RK0138
 RK0138                          STATION RECOVERY (1998)
 RK0138
 RK0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0138'A THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT RECOVERED
 RK0138'AT THIS TIME.  AS I TRAVELED INTO THIS STATION USING A FOUR WHEEL
 RK0138'DRIVE ATV AND WALKING, NO MILEAGE CHECKS COULD BE MADE AT THIS TIME.
 RK0138'THE OLD STATION BUILDING HAS BEEN TORN DOWN AND ALSO THE POWERLINE
 RK0138'POLES HAVE BEEN REMOVED.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC
 RK0138'ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0057 ***********************************************************************
 RL0057  DESIGNATION -  G 48
 RL0057  PID         -  RL0057
 RL0057  STATE/COUNTY-  MI/BARAGA
 RL0057  USGS QUAD   -  L'ANSE (1985)
 RL0057
 RL0057                         *CURRENT SURVEY CONTROL
 RL0057  ___________________________________________________________________
 RL0057* NAD 83(1986)-  46 48 35.     (N)    088 28 32.     (W)     SCALED    
 RL0057* NAVD 88     -       205.048  (meters)     672.73   (feet)  ADJUSTED  
 RL0057  ___________________________________________________________________
 RL0057  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 RL0057  DYNAMIC HT  -         205.061 (meters)     672.77  (feet)  COMP
 RL0057  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RL0057
 RL0057  VERT ORDER  -  FIRST     CLASS II
 RL0057
 RL0057.The horizontal coordinates were scaled from a topographic map and have
 RL0057.an estimated accuracy of +/- 6 seconds.
 RL0057
 RL0057.The orthometric height was determined by differential leveling
 RL0057.and adjusted by the National Geodetic Survey in June 1991..
 RL0057
 RL0057.The geoid height was determined by GEOID03.
 RL0057
 RL0057.The dynamic height is computed by dividing the NAVD 88
 RL0057.geopotential number by the normal gravity value computed on the
 RL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0057.degrees latitude (g = 980.6199 gals.).
 RL0057
 RL0057.The modeled gravity was interpolated from observed gravity values.
 RL0057
 RL0057;                    North         East    Units  Estimated Accuracy
 RL0057;SPC MI N     -   226,270.    7,887,390.      MT  (+/- 180 meters Scaled)
 RL0057
 RL0057                          SUPERSEDED SURVEY CONTROL
 RL0057
 RL0057  NGVD 29 (??/??/92)  205.030  (m)          672.67   (f) ADJ UNCH    1 2
 RL0057
 RL0057.Superseded values are not recommended for survey control.
 RL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0057.See file dsdata.txt to determine how the superseded data were derived.
 RL0057
 RL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS874850(NAD 83)
 RL0057_MARKER: DB = BENCH MARK DISK
 RL0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0057_SP_SET: BUILDING
 RL0057_STAMPING: G 48 1934
 RL0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0057
 RL0057  HISTORY     - Date     Condition        Report By
 RL0057  HISTORY     - 1934     MONUMENTED       CGS
 RL0057  HISTORY     - 19970514 MARK NOT FOUND   MIDT
 RL0057
 RL0057                          STATION DESCRIPTION
 RL0057
 RL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0057'AT ASSININS.
 RL0057'AT ASSININS, BARAGA COUNTY, 6 INCHES EAST OF THE NORTHWEST
 RL0057'CORNER OF THE SAINT JOSEPHS ORPHANAGE, IN THE CORNER STONE,
 RL0057'AND 2 FEET 3 INCHES ABOVE THE SIDEWALK.  A STANDARD DISK,
 RL0057'STAMPED G 48 1934 AND SET VERTICALLY.
 RL0057
 RL0057                          STATION RECOVERY (1997)
 RL0057
 RL0057'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0057'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN) THE
 RL0057'MARK WAS ON PROPERTY OF THE KEWEENAW BAY TRIBE OF THE OJIBWA INDIANS.
 RL0057'THE BUILDING THE MARK WAS IN WAS TOTALLY DEMOLISHED 2/97 AND ALL THAT
 RL0057'REMAINS IS A MASS OF RUBBLE.  IT APPEARS THE MARK HAS BEEN DESTROYED
 RL0057'NOTE--DUE TO ARMED HOSTILITES (1995-96) AT THIS LOCATION, PERMISSION
 RL0057'TO VISIT THE SITE IS STRONGLY RECOMMENDED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0489 ***********************************************************************
 RL0489  DESIGNATION -  G 49
 RL0489  PID         -  RL0489
 RL0489  STATE/COUNTY-  MI/HOUGHTON
 RL0489  USGS QUAD   -  SIDNAW (1985)
 RL0489
 RL0489                         *CURRENT SURVEY CONTROL
 RL0489  ___________________________________________________________________
 RL0489* NAD 83(1986)-  46 30 17.     (N)    088 42 26.     (W)     SCALED    
 RL0489* NAVD 88     -       419.283  (meters)    1375.60   (feet)  ADJUSTED  
 RL0489  ___________________________________________________________________
 RL0489  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 RL0489  DYNAMIC HT  -         419.294 (meters)    1375.63  (feet)  COMP
 RL0489  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL0489
 RL0489  VERT ORDER  -  FIRST     CLASS II
 RL0489
 RL0489.The horizontal coordinates were scaled from a topographic map and have
 RL0489.an estimated accuracy of +/- 6 seconds.
 RL0489
 RL0489.The orthometric height was determined by differential leveling
 RL0489.and adjusted by the National Geodetic Survey in June 1991..
 RL0489.WARNING-Repeat measurements at this control monument indicate possible
 RL0489.vertical movement.
 RL0489
 RL0489.The geoid height was determined by GEOID03.
 RL0489
 RL0489.The dynamic height is computed by dividing the NAVD 88
 RL0489.geopotential number by the normal gravity value computed on the
 RL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0489.degrees latitude (g = 980.6199 gals.).
 RL0489
 RL0489.The modeled gravity was interpolated from observed gravity values.
 RL0489
 RL0489;                    North         East    Units  Estimated Accuracy
 RL0489;SPC MI N     -   192,730.    7,868,980.      MT  (+/- 180 meters Scaled)
 RL0489
 RL0489                          SUPERSEDED SURVEY CONTROL
 RL0489
 RL0489  NGVD 29 (??/??/92)  419.278  (m)         1375.58   (f) ADJ UNCH    1 2
 RL0489
 RL0489.Superseded values are not recommended for survey control.
 RL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0489.See file dsdata.txt to determine how the superseded data were derived.
 RL0489
 RL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS690515(NAD 83)
 RL0489_MARKER: DB = BENCH MARK DISK
 RL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0489_STAMPING: G 49 1934
 RL0489_MARK LOGO: CGS   
 RL0489_PROJECTION: PROJECTING 15 CENTIMETERS
 RL0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0489+STABILITY: SURFACE MOTION
 RL0489
 RL0489  HISTORY     - Date     Condition        Report By
 RL0489  HISTORY     - 1934     MONUMENTED       CGS
 RL0489  HISTORY     - 1948     GOOD             NGS
 RL0489  HISTORY     - 1982     GOOD             USGS
 RL0489  HISTORY     - 1985     GOOD             NGS
 RL0489  HISTORY     - 1989     POOR             USPSQD
 RL0489
 RL0489                          STATION DESCRIPTION
 RL0489
 RL0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0489'AT SIDNAW.
 RL0489'AT SIDNAW, ABOUT 0.1 MILE WEST ALONG THE DULUTH, SOUTH SHORE
 RL0489'AND ATLANTIC RAILWAY FROM THE STATION, AT THE FIRST STREET
 RL0489'CROSSING WEST OF THE RAILWAY WATER TANK, 29 FEET SOUTH OF THE
 RL0489'SOUTH RAIL OF THE MAIN TRACK, 47 FEET WEST OF THE CENTER LINE
 RL0489'OF THE STREET, 33 FEET WEST-NORTHWEST OF A CROSSING WARNING
 RL0489'SIGN, 30.5 FEET SOUTHEAST OF TELEPHONE POLE NO. 2905, 65.5 FEET
 RL0489'WEST AND ACROSS THE STREET FROM POWER POLE NO. 11634, 284 FEET
 RL0489'WEST OF THE CENTER OF THE CROSSING OF THE D.S.S. AND AT. RY. AND
 RL0489'THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY, 1 FOOT
 RL0489'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0489'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0489
 RL0489                          STATION RECOVERY (1982)
 RL0489
 RL0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0489'37 FT. SOUTH AND 43 FT. WEST OF T-RD WEST 30 FT. NORTH AND 43 FT.
 RL0489'WEST OF MAIN TRACK OF DSS AND A RR.
 RL0489
 RL0489                          STATION RECOVERY (1985)
 RL0489
 RL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0489'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.6 KM
 RL0489'(9.05 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0489'HIGHWAY 141 IN COVINGTON, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A PAVED
 RL0489'STREET, 0.2 KM (0.1 MI) SOUTH OF THE SIDNAW POST OFFICE, 14.4 M (47.2
 RL0489'FT) WEST OF THE CENTER OF THE STREET, 12.0 M (39.4 FT) SOUTH OF THE
 RL0489'CENTER OF A GRAVELED ROAD LEADING WEST, 10.1 M (33.1 FT)
 RL0489'WEST-NORTHWEST OF A CROSSING WARNING SIGN, AND 9.0 M (29.5 FT) NORTH
 RL0489'OF THE NEAR RAIL OF THE SOO LINE RAILROAD.
 RL0489'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 RL0489'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RL0489
 RL0489                          STATION RECOVERY (1989)
 RL0489
 RL0489'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0489'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0708 ***********************************************************************
 RL0708  DESIGNATION -  G 50
 RL0708  PID         -  RL0708
 RL0708  STATE/COUNTY-  MI/ONTONAGON
 RL0708  USGS QUAD   -  
 RL0708
 RL0708                         *CURRENT SURVEY CONTROL
 RL0708  ___________________________________________________________________
 RL0708* NAD 83(1986)-  46 33 05.     (N)    089 22 34.     (W)     SCALED    
 RL0708* NAVD 88     -       375.978  (meters)    1233.52   (feet)  ADJUSTED  
 RL0708  ___________________________________________________________________
 RL0708  GEOID HEIGHT-         -31.50  (meters)                     GEOID03
 RL0708  DYNAMIC HT  -         375.992 (meters)    1233.57  (feet)  COMP
 RL0708  MODELED GRAV-     980,640.3   (mgal)                       NAVD 88
 RL0708
 RL0708  VERT ORDER  -  FIRST     CLASS II
 RL0708
 RL0708.The horizontal coordinates were scaled from a topographic map and have
 RL0708.an estimated accuracy of +/- 6 seconds.
 RL0708
 RL0708.The orthometric height was determined by differential leveling
 RL0708.and adjusted by the National Geodetic Survey in June 1991..
 RL0708
 RL0708.The geoid height was determined by GEOID03.
 RL0708
 RL0708.The dynamic height is computed by dividing the NAVD 88
 RL0708.geopotential number by the normal gravity value computed on the
 RL0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0708.degrees latitude (g = 980.6199 gals.).
 RL0708
 RL0708.The modeled gravity was interpolated from observed gravity values.
 RL0708
 RL0708;                    North         East    Units  Estimated Accuracy
 RL0708;SPC MI N     -   199,240.    7,817,820.      MT  (+/- 180 meters Scaled)
 RL0708
 RL0708                          SUPERSEDED SURVEY CONTROL
 RL0708
 RL0708  NGVD 29 (??/??/92)  375.963  (m)         1233.47   (f) ADJ UNCH    1 2
 RL0708
 RL0708.Superseded values are not recommended for survey control.
 RL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0708.See file dsdata.txt to determine how the superseded data were derived.
 RL0708
 RL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS178580(NAD 83)
 RL0708_MARKER: DB = BENCH MARK DISK
 RL0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0708_STAMPING: G 50 1934
 RL0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0708+STABILITY: SURFACE MOTION
 RL0708
 RL0708  HISTORY     - Date     Condition        Report By
 RL0708  HISTORY     - 1934     MONUMENTED       CGS
 RL0708  HISTORY     - 1948     GOOD             NGS
 RL0708  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0708  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0708  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0708  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0708  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0708  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0708
 RL0708                          STATION DESCRIPTION
 RL0708
 RL0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0708'1 MI E FROM MATCHWOOD.
 RL0708'ABOUT 1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0708'RAILWAY FROM THE ROAD CROSSING AT MATCHWOOD, AT A PRIVATE ROAD
 RL0708'CROSSING THAT LEADS SOUTH INTO D. KELLERS FARM, 28 FEET NORTH
 RL0708'OF THE NORTH RAIL, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0708'81 FEET SOUTH OF STATE HIGHWAY 28, 26 FEET SOUTHWEST OF A
 RL0708'TELEGRAPH POLE, ABOUT 2 POLES WEST OF MILE POST 260, ABOUT
 RL0708'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0708'PROJECTING 3 INCHES.
 RL0708
 RL0708                          STATION RECOVERY (1978)
 RL0708
 RL0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (1985)
 RL0708
 RL0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (1987)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (1996)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (2001)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0708'MARK NOT FOUND.
 RL0708
 RL0708                          STATION RECOVERY (2004)
 RL0708
 RL0708'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0365 ***********************************************************************
 RJ0365  DESIGNATION -  G 51
 RJ0365  PID         -  RJ0365
 RJ0365  STATE/COUNTY-  MI/MACKINAC
 RJ0365  USGS QUAD   -  TROUT LAKE (1964)
 RJ0365
 RJ0365                         *CURRENT SURVEY CONTROL
 RJ0365  ___________________________________________________________________
 RJ0365* NAD 83(1986)-  46 13 59.     (N)    085 06 57.     (W)     SCALED    
 RJ0365* NAVD 88     -       249.009  (meters)     816.96   (feet)  ADJUSTED  
 RJ0365  ___________________________________________________________________
 RJ0365  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RJ0365  DYNAMIC HT  -         249.026 (meters)     817.01  (feet)  COMP
 RJ0365  MODELED GRAV-     980,675.0   (mgal)                       NAVD 88
 RJ0365
 RJ0365  VERT ORDER  -  FIRST     CLASS II
 RJ0365
 RJ0365.The horizontal coordinates were scaled from a topographic map and have
 RJ0365.an estimated accuracy of +/- 6 seconds.
 RJ0365
 RJ0365.The orthometric height was determined by differential leveling
 RJ0365.and adjusted by the National Geodetic Survey in June 1991..
 RJ0365
 RJ0365.The geoid height was determined by GEOID03.
 RJ0365
 RJ0365.The dynamic height is computed by dividing the NAVD 88
 RJ0365.geopotential number by the normal gravity value computed on the
 RJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0365.degrees latitude (g = 980.6199 gals.).
 RJ0365
 RJ0365.The modeled gravity was interpolated from observed gravity values.
 RJ0365
 RJ0365;                    North         East    Units  Estimated Accuracy
 RJ0365;SPC MI N     -   162,860.    8,145,310.      MT  (+/- 180 meters Scaled)
 RJ0365
 RJ0365                          SUPERSEDED SURVEY CONTROL
 RJ0365
 RJ0365  NGVD 29 (??/??/92)  249.000  (m)          816.93   (f) ADJ UNCH    1 2
 RJ0365
 RJ0365.Superseded values are not recommended for survey control.
 RJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0365.See file dsdata.txt to determine how the superseded data were derived.
 RJ0365
 RJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS452216(NAD 83)
 RJ0365_MARKER: DB = BENCH MARK DISK
 RJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0365_STAMPING: G 51 1934
 RJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0365+STABILITY: SURFACE MOTION
 RJ0365
 RJ0365  HISTORY     - Date     Condition        Report By
 RJ0365  HISTORY     - 1934     MONUMENTED       CGS
 RJ0365  HISTORY     - 19950814 GOOD             USPSQD
 RJ0365
 RJ0365                          STATION DESCRIPTION
 RJ0365
 RJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0365'5.3 MI NW FROM TROUT LAKE.
 RJ0365'IN MACKINAC COUNTY, 5.3 MILES NORTHWEST ALONG THE DULUTH, SOUTH
 RJ0365'SHORE AND ATLANTIC RAILWAY FROM TROUT LAKE, CHIPPEWA COUNTY,
 RJ0365'0.6 MILE SOUTHEAST OF THE STATION SIGN AT FIBORN JUNCTION, 9
 RJ0365'RAILS SOUTHEAST OF MILEPOST 33, 2-1/2 POLES NORTHWEST OF CULVERT
 RJ0365'32.89, AND 30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.
 RJ0365'A STANDARD DISK, STAMPED G 51 1934 AND SET IN THE TOP OF A
 RJ0365'CONCRETE POST PROJECTING 1/2 FOOT ABOVE GROUND.
 RJ0365
 RJ0365                          STATION RECOVERY (1995)
 RJ0365
 RJ0365'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0212 ***********************************************************************
 QK0212  DESIGNATION -  G 52
 QK0212  PID         -  QK0212
 QK0212  STATE/COUNTY-  MI/MACKINAC
 QK0212  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0212
 QK0212                         *CURRENT SURVEY CONTROL
 QK0212  ___________________________________________________________________
 QK0212* NAD 83(1986)-  45 53 27.     (N)    084 43 39.     (W)     SCALED    
 QK0212* NAVD 88     -       180.906  (meters)     593.52   (feet)  ADJUSTED  
 QK0212  ___________________________________________________________________
 QK0212  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0212  DYNAMIC HT  -         180.913 (meters)     593.55  (feet)  COMP
 QK0212  MODELED GRAV-     980,652.3   (mgal)                       NAVD 88
 QK0212
 QK0212  VERT ORDER  -  SECOND    CLASS 0
 QK0212
 QK0212.The horizontal coordinates were scaled from a topographic map and have
 QK0212.an estimated accuracy of +/- 6 seconds.
 QK0212
 QK0212.The orthometric height was determined by differential leveling
 QK0212.and adjusted by the National Geodetic Survey in June 1991..
 QK0212
 QK0212.The geoid height was determined by GEOID03.
 QK0212
 QK0212.The dynamic height is computed by dividing the NAVD 88
 QK0212.geopotential number by the normal gravity value computed on the
 QK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0212.degrees latitude (g = 980.6199 gals.).
 QK0212
 QK0212.The modeled gravity was interpolated from observed gravity values.
 QK0212
 QK0212;                    North         East    Units  Estimated Accuracy
 QK0212;SPC MI N     -   125,620.    8,176,340.      MT  (+/- 180 meters Scaled)
 QK0212
 QK0212                          SUPERSEDED SURVEY CONTROL
 QK0212
 QK0212  NGVD 29 (??/??/92)  180.951  (m)          593.67   (f) ADJ UNCH    2 0
 QK0212
 QK0212.Superseded values are not recommended for survey control.
 QK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0212.See file dsdata.txt to determine how the superseded data were derived.
 QK0212
 QK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR763844(NAD 83)
 QK0212_MARKER: DB = BENCH MARK DISK
 QK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0212_STAMPING: G 52 1934
 QK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0212+STABILITY: SURFACE MOTION
 QK0212
 QK0212  HISTORY     - Date     Condition        Report By
 QK0212  HISTORY     - 1934     MONUMENTED       CGS
 QK0212  HISTORY     - 1958     MARK NOT FOUND   NGS
 QK0212  HISTORY     - 19950602 GOOD             USPSQD
 QK0212  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0212  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0212
 QK0212                          STATION DESCRIPTION
 QK0212
 QK0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 QK0212'1.5 MI N FROM ST IGNACE.
 QK0212'1.5 MILES NORTH ALONG U.S. HIGHWAY 2 FROM FATHER MARQUETTE PARK
 QK0212'AT ST. IGNACE, MACKINAC COUNTY, 17 YARDS NORTH OF THE CENTERLINE
 QK0212'OF THE MAIN ENTRANCE DRIVE TO ISLAND VIEW LODGE, 10 YARDS WEST
 QK0212'OF THE CENTERLINE OF THE HIGHWAY, 1 YARD NORTH OF A FENCE
 QK0212'CORNER, AND AT THE FENCE LINE.  A STANDARD DISK, STAMPED G 52
 QK0212'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QK0212
 QK0212                          STATION RECOVERY (1995)
 QK0212
 QK0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0212'RECOVERED IN GOOD CONDITION.
 QK0212
 QK0212                          STATION RECOVERY (1995)
 QK0212
 QK0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0212'MARK NOT FOUND.
 QK0212
 QK0212                          STATION RECOVERY (2002)
 QK0212
 QK0212'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0346 ***********************************************************************
 RJ0346  DESIGNATION -  G 53
 RJ0346  PID         -  RJ0346
 RJ0346  STATE/COUNTY-  MI/CHIPPEWA
 RJ0346  USGS QUAD   -  TROUT LAKE (1964)
 RJ0346
 RJ0346                         *CURRENT SURVEY CONTROL
 RJ0346  ___________________________________________________________________
 RJ0346* NAD 83(1986)-  46 10 42.     (N)    085 06 51.     (W)     SCALED    
 RJ0346* NAVD 88     -       261.065  (meters)     856.51   (feet)  ADJUSTED  
 RJ0346  ___________________________________________________________________
 RJ0346  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 RJ0346  DYNAMIC HT  -         261.082 (meters)     856.57  (feet)  COMP
 RJ0346  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 RJ0346
 RJ0346  VERT ORDER  -  SECOND    CLASS 0
 RJ0346
 RJ0346.The horizontal coordinates were scaled from a topographic map and have
 RJ0346.an estimated accuracy of +/- 6 seconds.
 RJ0346
 RJ0346.The orthometric height was determined by differential leveling
 RJ0346.and adjusted by the National Geodetic Survey in June 1991..
 RJ0346
 RJ0346.The geoid height was determined by GEOID03.
 RJ0346
 RJ0346.The dynamic height is computed by dividing the NAVD 88
 RJ0346.geopotential number by the normal gravity value computed on the
 RJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0346.degrees latitude (g = 980.6199 gals.).
 RJ0346
 RJ0346.The modeled gravity was interpolated from observed gravity values.
 RJ0346
 RJ0346;                    North         East    Units  Estimated Accuracy
 RJ0346;SPC MI N     -   156,780.    8,145,590.      MT  (+/- 180 meters Scaled)
 RJ0346
 RJ0346                          SUPERSEDED SURVEY CONTROL
 RJ0346
 RJ0346  NGVD 29 (??/??/92)  261.051  (m)          856.46   (f) ADJ UNCH    2 0
 RJ0346
 RJ0346.Superseded values are not recommended for survey control.
 RJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0346.See file dsdata.txt to determine how the superseded data were derived.
 RJ0346
 RJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS455155(NAD 83)
 RJ0346_MARKER: DB = BENCH MARK DISK
 RJ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0346_STAMPING: G 53 1934
 RJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0346+STABILITY: SURFACE MOTION
 RJ0346
 RJ0346  HISTORY     - Date     Condition        Report By
 RJ0346  HISTORY     - 1934     MONUMENTED       CGS
 RJ0346  HISTORY     - 1960     MARK NOT FOUND   NGS
 RJ0346
 RJ0346                          STATION DESCRIPTION
 RJ0346
 RJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RJ0346'4.6 MI W FROM TROUT LAKE.
 RJ0346'4.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0346'MARIE RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA COUNTY,
 RJ0346'14 RAILS EAST OF MILEPOST 445, 25 FEET NORTHWEST OF POLE 478,
 RJ0346'AND 18 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RJ0346'DISK, STAMPED G 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0346'PROJECTING 5 INCHES ABOVE GROUND.  NOTE-- MILEPOST HAS
 RJ0346'APPARENTLY BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0462 ***********************************************************************
 RJ0462  DESIGNATION -  G 54
 RJ0462  PID         -  RJ0462
 RJ0462  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0462  USGS QUAD   -  BLANEY PARK (1972)
 RJ0462
 RJ0462                         *CURRENT SURVEY CONTROL
 RJ0462  ___________________________________________________________________
 RJ0462* NAD 83(1986)-  46 01 00.     (N)    085 55 57.     (W)     SCALED    
 RJ0462* NAVD 88     -       192.869  (meters)     632.77   (feet)  ADJUSTED  
 RJ0462  ___________________________________________________________________
 RJ0462  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 RJ0462  DYNAMIC HT  -         192.878 (meters)     632.80  (feet)  COMP
 RJ0462  MODELED GRAV-     980,653.2   (mgal)                       NAVD 88
 RJ0462
 RJ0462  VERT ORDER  -  SECOND    CLASS 0
 RJ0462
 RJ0462.The horizontal coordinates were scaled from a topographic map and have
 RJ0462.an estimated accuracy of +/- 6 seconds.
 RJ0462
 RJ0462.The orthometric height was determined by differential leveling
 RJ0462.and adjusted by the National Geodetic Survey in June 1991..
 RJ0462
 RJ0462.The geoid height was determined by GEOID03.
 RJ0462
 RJ0462.The dynamic height is computed by dividing the NAVD 88
 RJ0462.geopotential number by the normal gravity value computed on the
 RJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0462.degrees latitude (g = 980.6199 gals.).
 RJ0462
 RJ0462.The modeled gravity was interpolated from observed gravity values.
 RJ0462
 RJ0462;                    North         East    Units  Estimated Accuracy
 RJ0462;SPC MI N     -   137,630.    8,082,660.      MT  (+/- 180 meters Scaled)
 RJ0462
 RJ0462                          SUPERSEDED SURVEY CONTROL
 RJ0462
 RJ0462  NGVD 29 (??/??/92)  192.846  (m)          632.70   (f) ADJ UNCH    2 0
 RJ0462
 RJ0462.Superseded values are not recommended for survey control.
 RJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0462.See file dsdata.txt to determine how the superseded data were derived.
 RJ0462
 RJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER826964(NAD 83)
 RJ0462_MARKER: DB = BENCH MARK DISK
 RJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0462_STAMPING: G 54 1934
 RJ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0462+STABILITY: SURFACE MOTION
 RJ0462
 RJ0462  HISTORY     - Date     Condition        Report By
 RJ0462  HISTORY     - 1934     MONUMENTED       CGS
 RJ0462  HISTORY     - 1938     GOOD             NGS
 RJ0462  HISTORY     - 1972     MARK NOT FOUND   USGS
 RJ0462
 RJ0462                          STATION DESCRIPTION
 RJ0462
 RJ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0462'4.4 MI E FROM GULLIVER.
 RJ0462'4.4 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0462'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0462'1.0 FOOT EAST OF AND 15.0 FEET NORTH OF MILEPOST 403, 10 FEET
 RJ0462'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND 18 INCHES LOWER
 RJ0462'THAN THE TRACK.  A STANDARD DISK, STAMPED G 54 1934 AND SET
 RJ0462'IN THE TOP OF A CONCRETE POST.
 RJ0462
 RJ0462                          STATION RECOVERY (1972)
 RJ0462
 RJ0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 RJ0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0067 ***********************************************************************
 RK0067  DESIGNATION -  G 55
 RK0067  PID         -  RK0067
 RK0067  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0067  USGS QUAD   -  
 RK0067
 RK0067                         *CURRENT SURVEY CONTROL
 RK0067  ___________________________________________________________________
 RK0067* NAD 83(1986)-  46 16 00.     (N)    086 26 26.     (W)     SCALED    
 RK0067* NAVD 88     -       251.367  (meters)     824.69   (feet)  ADJUSTED  
 RK0067  ___________________________________________________________________
 RK0067  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RK0067  DYNAMIC HT  -         251.384 (meters)     824.75  (feet)  COMP
 RK0067  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 RK0067
 RK0067  VERT ORDER  -  SECOND    CLASS 0
 RK0067
 RK0067.The horizontal coordinates were scaled from a topographic map and have
 RK0067.an estimated accuracy of +/- 6 seconds.
 RK0067
 RK0067.The orthometric height was determined by differential leveling
 RK0067.and adjusted by the National Geodetic Survey in June 1991..
 RK0067
 RK0067.The geoid height was determined by GEOID03.
 RK0067
 RK0067.The dynamic height is computed by dividing the NAVD 88
 RK0067.geopotential number by the normal gravity value computed on the
 RK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0067.degrees latitude (g = 980.6199 gals.).
 RK0067
 RK0067.The modeled gravity was interpolated from observed gravity values.
 RK0067
 RK0067;                    North         East    Units  Estimated Accuracy
 RK0067;SPC MI N     -   165,020.    8,043,120.      MT  (+/- 180 meters Scaled)
 RK0067
 RK0067                          SUPERSEDED SURVEY CONTROL
 RK0067
 RK0067  NGVD 29 (??/??/92)  251.336  (m)          824.59   (f) ADJ UNCH    2 0
 RK0067
 RK0067.Superseded values are not recommended for survey control.
 RK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0067.See file dsdata.txt to determine how the superseded data were derived.
 RK0067
 RK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES431238(NAD 83)
 RK0067_MARKER: DB = BENCH MARK DISK
 RK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0067_STAMPING: G 55 1934
 RK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0067+STABILITY: SURFACE MOTION
 RK0067
 RK0067  HISTORY     - Date     Condition        Report By
 RK0067  HISTORY     - 1934     MONUMENTED       CGS
 RK0067  HISTORY     - 1954     GOOD             NGS
 RK0067  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0067
 RK0067                          STATION DESCRIPTION
 RK0067
 RK0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RK0067'6 MI S FROM SHINGLETON.
 RK0067'IN SCHOOLCRAFT COUNTY, 6 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0067'FROM SHNGLETON, ALGER COUNTY, 55 FEET NORTH OF A ROAD LEADING
 RK0067'TO BOOT LAKE, 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 RK0067'AND 9 FEET EAST OF A 20-INCH OAK TREE.  A STANDARD DISK, STAMPED
 RK0067'G 55 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- OAK TREE
 RK0067'GONE.
 RK0067
 RK0067                          STATION RECOVERY (1980)
 RK0067
 RK0067'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0067'THE AREA HAS BEEN PLOWED AND PLANTED IN PINE TREES. PROBABLY
 RK0067'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0393 ***********************************************************************
 QL0393  DESIGNATION -  G 57
 QL0393  PID         -  QL0393
 QL0393  STATE/COUNTY-  MI/MENOMINEE
 QL0393  USGS QUAD   -  FAITHORN (1982)
 QL0393
 QL0393                         *CURRENT SURVEY CONTROL
 QL0393  ___________________________________________________________________
 QL0393* NAD 83(1986)-  45 40 48.     (N)    087 45 16.     (W)     SCALED    
 QL0393* NAVD 88     -       258.832  (meters)     849.18   (feet)  ADJUSTED  
 QL0393  ___________________________________________________________________
 QL0393  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 QL0393  DYNAMIC HT  -         258.830 (meters)     849.18  (feet)  COMP
 QL0393  MODELED GRAV-     980,599.8   (mgal)                       NAVD 88
 QL0393
 QL0393  VERT ORDER  -  SECOND    CLASS 0
 QL0393
 QL0393.The horizontal coordinates were scaled from a topographic map and have
 QL0393.an estimated accuracy of +/- 6 seconds.
 QL0393
 QL0393.The orthometric height was determined by differential leveling
 QL0393.and adjusted by the National Geodetic Survey in June 1991..
 QL0393
 QL0393.The geoid height was determined by GEOID03.
 QL0393
 QL0393.The dynamic height is computed by dividing the NAVD 88
 QL0393.geopotential number by the normal gravity value computed on the
 QL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0393.degrees latitude (g = 980.6199 gals.).
 QL0393
 QL0393.The modeled gravity was interpolated from observed gravity values.
 QL0393
 QL0393;                    North         East    Units  Estimated Accuracy
 QL0393;SPC MI N     -    99,940.    7,941,230.      MT  (+/- 180 meters Scaled)
 QL0393
 QL0393                          SUPERSEDED SURVEY CONTROL
 QL0393
 QL0393  NGVD 29 (??/??/92)  258.851  (m)          849.25   (f) ADJ UNCH    2 0
 QL0393
 QL0393.Superseded values are not recommended for survey control.
 QL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0393.See file dsdata.txt to determine how the superseded data were derived.
 QL0393
 QL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR412587(NAD 83)
 QL0393_MARKER: DB = BENCH MARK DISK
 QL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0393_STAMPING: G 57 1934
 QL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0393+STABILITY: SURFACE MOTION
 QL0393
 QL0393  HISTORY     - Date     Condition        Report By
 QL0393  HISTORY     - 1934     MONUMENTED       CGS
 QL0393  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0393
 QL0393                          STATION DESCRIPTION
 QL0393
 QL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0393'AT FAITHORN.
 QL0393'AT FAITHORN, MENOMINEE COUNTY, ON THE MINNEAPOLIS, ST. PAUL
 QL0393'AND SAULT STE, MARIE RAILROAD, 36 FEET EAST OF THE EAST LINE
 QL0393'OF THE STATION, 9 FEET EAST OF MILEPOST 303, AND 15 FEET SOUTH
 QL0393'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 QL0393'G 57 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QL0393
 QL0393                          STATION RECOVERY (1980)
 QL0393
 QL0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0393'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0231 ***********************************************************************
 RL0231  DESIGNATION -  G 59
 RL0231  PID         -  RL0231
 RL0231  STATE/COUNTY-  MI/IRON
 RL0231  USGS QUAD   -  AMASA (1975)
 RL0231
 RL0231                         *CURRENT SURVEY CONTROL
 RL0231  ___________________________________________________________________
 RL0231* NAD 83(1986)-  46 12 35.     (N)    088 25 08.     (W)     SCALED    
 RL0231* NAVD 88     -       453.029  (meters)    1486.31   (feet)  ADJUSTED  
 RL0231  ___________________________________________________________________
 RL0231  GEOID HEIGHT-         -32.51  (meters)                     GEOID03
 RL0231  DYNAMIC HT  -         453.039 (meters)    1486.35  (feet)  COMP
 RL0231  MODELED GRAV-     980,622.6   (mgal)                       NAVD 88
 RL0231
 RL0231  VERT ORDER  -  SECOND    CLASS 0
 RL0231
 RL0231.The horizontal coordinates were scaled from a topographic map and have
 RL0231.an estimated accuracy of +/- 6 seconds.
 RL0231
 RL0231.The orthometric height was determined by differential leveling
 RL0231.and adjusted by the National Geodetic Survey in June 1991..
 RL0231
 RL0231.The geoid height was determined by GEOID03.
 RL0231
 RL0231.The dynamic height is computed by dividing the NAVD 88
 RL0231.geopotential number by the normal gravity value computed on the
 RL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0231.degrees latitude (g = 980.6199 gals.).
 RL0231
 RL0231.The modeled gravity was interpolated from observed gravity values.
 RL0231
 RL0231;                    North         East    Units  Estimated Accuracy
 RL0231;SPC MI N     -   159,510.    7,890,520.      MT  (+/- 180 meters Scaled)
 RL0231
 RL0231                          SUPERSEDED SURVEY CONTROL
 RL0231
 RL0231  NGVD 29 (??/??/92)  453.016  (m)         1486.27   (f) ADJ UNCH    2 0
 RL0231
 RL0231.Superseded values are not recommended for survey control.
 RL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0231.See file dsdata.txt to determine how the superseded data were derived.
 RL0231
 RL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS905183(NAD 83)
 RL0231_MARKER: DB = BENCH MARK DISK
 RL0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0231_STAMPING: G 59 1934
 RL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0231+STABILITY: SURFACE MOTION
 RL0231
 RL0231  HISTORY     - Date     Condition        Report By
 RL0231  HISTORY     - 1934     MONUMENTED       CGS
 RL0231
 RL0231                          STATION DESCRIPTION
 RL0231
 RL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0231'2.8 MI E FROM AMASA.
 RL0231'2.8 MILES EAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0231'PACIFIC RAILROAD FROM THE STATION AT AMASA, IRON COUNTY, 30 FEET
 RL0231'WEST OF THE CENTER OF A COUNTY-ROAD CROSSING, 25 FEET SOUTH
 RL0231'OF THE CENTERLINE OF THE TRACK, AND 5 FEET WEST OF A CATTLE
 RL0231'GUARD.  A STANDARD DISK, STAMPED G 59 1934 AND SET IN THE TOP
 RL0231'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0007 ***********************************************************************
 QM0007  DESIGNATION -  G 61
 QM0007  PID         -  QM0007
 QM0007  STATE/COUNTY-  MI/DICKINSON
 QM0007  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0007
 QM0007                         *CURRENT SURVEY CONTROL
 QM0007  ___________________________________________________________________
 QM0007* NAD 83(1986)-  45 48 53.     (N)    088 03 54.     (W)     SCALED    
 QM0007* NAVD 88     -       346.834  (meters)    1137.90   (feet)  ADJUSTED  
 QM0007  ___________________________________________________________________
 QM0007  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 QM0007  DYNAMIC HT  -         346.829 (meters)    1137.89  (feet)  COMP
 QM0007  MODELED GRAV-     980,589.7   (mgal)                       NAVD 88
 QM0007
 QM0007  VERT ORDER  -  SECOND    CLASS 0
 QM0007
 QM0007.The horizontal coordinates were scaled from a topographic map and have
 QM0007.an estimated accuracy of +/- 6 seconds.
 QM0007
 QM0007.The orthometric height was determined by differential leveling
 QM0007.and adjusted by the National Geodetic Survey in June 1991..
 QM0007
 QM0007.The geoid height was determined by GEOID03.
 QM0007
 QM0007.The dynamic height is computed by dividing the NAVD 88
 QM0007.geopotential number by the normal gravity value computed on the
 QM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0007.degrees latitude (g = 980.6199 gals.).
 QM0007
 QM0007.The modeled gravity was interpolated from observed gravity values.
 QM0007
 QM0007;                    North         East    Units  Estimated Accuracy
 QM0007;SPC MI N     -   115,190.    7,917,230.      MT  (+/- 180 meters Scaled)
 QM0007
 QM0007                          SUPERSEDED SURVEY CONTROL
 QM0007
 QM0007  NGVD 29 (??/??/92)  346.849  (m)         1137.95   (f) ADJ UNCH    2 0
 QM0007
 QM0007.Superseded values are not recommended for survey control.
 QM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0007.See file dsdata.txt to determine how the superseded data were derived.
 QM0007
 QM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR172740(NAD 83)
 QM0007_MARKER: DB = BENCH MARK DISK
 QM0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0007_SP_SET: BUILDING WALL
 QM0007_STAMPING: G 61 1934
 QM0007_MARK LOGO: CGS   
 QM0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0007+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QM0007
 QM0007  HISTORY     - Date     Condition        Report By
 QM0007  HISTORY     - 1934     MONUMENTED       CGS
 QM0007  HISTORY     - 1966     GOOD             NGS
 QM0007  HISTORY     - 19950411 GOOD             MIDT
 QM0007  HISTORY     - 19960906 GOOD             MIDT
 QM0007  HISTORY     - 20011008 GOOD             USPSQD
 QM0007  HISTORY     - 20031022 GOOD             USPSQD
 QM0007  HISTORY     - 20050606 GOOD             USPSQD
 QM0007  HISTORY     - 20060830 GOOD             USPSQD
 QM0007
 QM0007                          STATION DESCRIPTION
 QM0007
 QM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QM0007'IN IRON MOUNTAIN.
 QM0007'AT IRON MOUNTAIN, IN THE EAST FACE OF THE COMMERICAL BANK BUILDING,
 QM0007'50 FEET NORTH OF THE ENTRANCE, AND 3 FEET ABOVE THE WALK.
 QM0007'A STANDARD DISK, STAMPED G 61 1934 AND SET VERTICALLY.
 QM0007
 QM0007                          STATION RECOVERY (1966)
 QM0007
 QM0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (1995)
 QM0007
 QM0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 QM0007'STATION IS LOCATED IN IRON MOUNTAIN ALONG U.S.  HIGHWAY 2 (STEPHEN
 QM0007'AVENUE) AT THE INTERSECTION WITH C-STREET. TO REACH FROM THE COURT
 QM0007'HOUSE GO WEST ALONG U.S.  HIGHWAY 2 FOR 1/2 BLOCK TO THE STATION ON
 QM0007'THE LEFT.
 QM0007
 QM0007                          STATION RECOVERY (1996)
 QM0007
 QM0007'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QM0007'IN IRON MOUNTAIN ALONG U.S. HIGHWAY 2 (STEPHEN AVENUE) AT THE
 QM0007'INTERSECTION WITH C-STREET. TO REACH FROM THE COURT HOUSE GO WEST
 QM0007'ALONG U.S. HIGHWAY 2 FOR 1/2 BLOCK TO THE STATION ON THE LEFT.
 QM0007
 QM0007                          STATION RECOVERY (2001)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0007'BUILDING NOW OCCUPIED BY WELLS FARGO BANK
 QM0007
 QM0007                          STATION RECOVERY (2003)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJR)
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (2005)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QM0007'RECOVERED IN GOOD CONDITION.
 QM0007
 QM0007                          STATION RECOVERY (2006)
 QM0007
 QM0007'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QM0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0247 ***********************************************************************
 RL0247  DESIGNATION -  G 62
 RL0247  PID         -  RL0247
 RL0247  STATE/COUNTY-  MI/IRON
 RL0247  USGS QUAD   -  FORTUNE LAKES (1944)
 RL0247
 RL0247                         *CURRENT SURVEY CONTROL
 RL0247  ___________________________________________________________________
 RL0247* NAD 83(1986)-  46 06 00.     (N)    088 23 06.     (W)     SCALED    
 RL0247* NAVD 88     -       417.929  (meters)    1371.16   (feet)  ADJUSTED  
 RL0247  ___________________________________________________________________
 RL0247  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 RL0247  DYNAMIC HT  -         417.940 (meters)    1371.19  (feet)  COMP
 RL0247  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 RL0247
 RL0247  VERT ORDER  -  SECOND    CLASS 0
 RL0247
 RL0247.The horizontal coordinates were scaled from a topographic map and have
 RL0247.an estimated accuracy of +/- 6 seconds.
 RL0247
 RL0247.The orthometric height was determined by differential leveling
 RL0247.and adjusted by the National Geodetic Survey in June 1991..
 RL0247
 RL0247.The geoid height was determined by GEOID03.
 RL0247
 RL0247.The dynamic height is computed by dividing the NAVD 88
 RL0247.geopotential number by the normal gravity value computed on the
 RL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0247.degrees latitude (g = 980.6199 gals.).
 RL0247
 RL0247.The modeled gravity was interpolated from observed gravity values.
 RL0247
 RL0247;                    North         East    Units  Estimated Accuracy
 RL0247;SPC MI N     -   147,280.    7,892,920.      MT  (+/- 180 meters Scaled)
 RL0247
 RL0247                          SUPERSEDED SURVEY CONTROL
 RL0247
 RL0247  NGVD 29 (??/??/92)  417.926  (m)         1371.15   (f) ADJ UNCH    2 0
 RL0247
 RL0247.Superseded values are not recommended for survey control.
 RL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0247.See file dsdata.txt to determine how the superseded data were derived.
 RL0247
 RL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS929060(NAD 83)
 RL0247_MARKER: DB = BENCH MARK DISK
 RL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0247_STAMPING: G 62 1934
 RL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0247+STABILITY: SURFACE MOTION
 RL0247
 RL0247  HISTORY     - Date     Condition        Report By
 RL0247  HISTORY     - 1934     MONUMENTED       CGS
 RL0247  HISTORY     - 19571014 MARK NOT FOUND   LOCENG
 RL0247
 RL0247                          STATION DESCRIPTION
 RL0247
 RL0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0247'2.2 MI W FROM CRYSTAL FALLS.
 RL0247'2.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0247'PACIFIC RAILROAD FROM CRYSTAL FALLS, IRON COUNTY, ABOUT 35 FEET
 RL0247'EAST OF A ROAD CROSSING, AND 20 FEET SOUTH OF THE CENTER LINE
 RL0247'OF THE TRACK.  STANDARD DISK, STAMPED G 62 1934 AND SET IN THE
 RL0247'TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 RL0247
 RL0247                          STATION RECOVERY (1957)
 RL0247
 RL0247'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957
 RL0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0248 ***********************************************************************
 RL0248  DESIGNATION -  G 62 RESET 1955
 RL0248  PID         -  RL0248
 RL0248  STATE/COUNTY-  MI/IRON
 RL0248  USGS QUAD   -  FORTUNE LAKES (1944)
 RL0248
 RL0248                         *CURRENT SURVEY CONTROL
 RL0248  ___________________________________________________________________
 RL0248* NAD 83(1986)-  46 06 00.     (N)    088 23 06.     (W)     SCALED    
 RL0248* NAVD 88     -       421.63   (+/-2cm)    1383.3    (feet)  VERTCON   
 RL0248  ___________________________________________________________________
 RL0248  GEOID HEIGHT-         -32.66  (meters)                     GEOID03
 RL0248
 RL0248  VERT ORDER  -  THIRD (See Below)
 RL0248
 RL0248.The horizontal coordinates were scaled from a topographic map and have
 RL0248.an estimated accuracy of +/- 6 seconds.
 RL0248
 RL0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0248.The vertical order pertains to the NGVD 29 superseded value.
 RL0248
 RL0248.The geoid height was determined by GEOID03.
 RL0248
 RL0248;                    North         East    Units  Estimated Accuracy
 RL0248;SPC MI N     -   147,280.    7,892,920.      MT  (+/- 180 meters Scaled)
 RL0248
 RL0248                          SUPERSEDED SURVEY CONTROL
 RL0248
 RL0248  NGVD 29 (03/27/06)  421.63   (m)         1383.3    (f) RESET       3  
 RL0248
 RL0248.Superseded values are not recommended for survey control.
 RL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0248.See file dsdata.txt to determine how the superseded data were derived.
 RL0248
 RL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS929060(NAD 83)
 RL0248_MARKER: DB = BENCH MARK DISK
 RL0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0248_STAMPING: G 62 RESET 1955
 RL0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0248+STABILITY: SURFACE MOTION
 RL0248
 RL0248  HISTORY     - Date     Condition        Report By
 RL0248  HISTORY     - 1955     MONUMENTED       LOCSUR
 RL0248  HISTORY     - 1957     GOOD             NGS
 RL0248
 RL0248                          STATION DESCRIPTION
 RL0248
 RL0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 RL0248'1.9 MI W FROM CRYSTAL FALLS.
 RL0248'1.9 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0248'RAILROAD FROM CRYSTAL FALLS, TO MINE TRACK GRADE, WEST ALONG
 RL0248'GRADE 0.2 MILE, THENCE 210 FEET NORTHWEST ALONG A COUNTY ROAD,
 RL0248'75 FEET NORTH OF A ROCK OUTCROP AND SET IN THE TOP OF A CONCRETE
 RL0248'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0286 ***********************************************************************
 RL0286  DESIGNATION -  G 63
 RL0286  PID         -  RL0286
 RL0286  STATE/COUNTY-  MI/IRON
 RL0286  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0286
 RL0286                         *CURRENT SURVEY CONTROL
 RL0286  ___________________________________________________________________
 RL0286* NAD 83(1986)-  46 13 40.     (N)    088 55 57.     (W)     SCALED    
 RL0286* NAVD 88     -       499.656  (meters)    1639.29   (feet)  ADJUSTED  
 RL0286  ___________________________________________________________________
 RL0286  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RL0286  DYNAMIC HT  -         499.665 (meters)    1639.32  (feet)  COMP
 RL0286  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 RL0286
 RL0286  VERT ORDER  -  SECOND    CLASS 0
 RL0286
 RL0286.The horizontal coordinates were scaled from a topographic map and have
 RL0286.an estimated accuracy of +/- 6 seconds.
 RL0286
 RL0286.The orthometric height was determined by differential leveling
 RL0286.and adjusted by the National Geodetic Survey in June 1991..
 RL0286
 RL0286.The geoid height was determined by GEOID03.
 RL0286
 RL0286.The dynamic height is computed by dividing the NAVD 88
 RL0286.geopotential number by the normal gravity value computed on the
 RL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0286.degrees latitude (g = 980.6199 gals.).
 RL0286
 RL0286.The modeled gravity was interpolated from observed gravity values.
 RL0286
 RL0286;                    North         East    Units  Estimated Accuracy
 RL0286;SPC MI N     -   162,360.    7,850,950.      MT  (+/- 180 meters Scaled)
 RL0286
 RL0286                          SUPERSEDED SURVEY CONTROL
 RL0286
 RL0286  NGVD 29 (??/??/92)  499.673  (m)         1639.34   (f) ADJ UNCH    2 0
 RL0286
 RL0286.Superseded values are not recommended for survey control.
 RL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0286.See file dsdata.txt to determine how the superseded data were derived.
 RL0286
 RL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS509211(NAD 83)
 RL0286_MARKER: DB = BENCH MARK DISK
 RL0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0286_STAMPING: G 63 1934
 RL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0286+STABILITY: SURFACE MOTION
 RL0286
 RL0286  HISTORY     - Date     Condition        Report By
 RL0286  HISTORY     - 1934     MONUMENTED       CGS
 RL0286  HISTORY     - 1948     GOOD             NGS
 RL0286  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0286  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0286  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0286
 RL0286                          STATION DESCRIPTION
 RL0286
 RL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0286'1.3 MI W FROM ELMWOOD.
 RL0286'1.3 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0286'THE WATER TANK IN ELMWOOD, 77.8 FEET NORTHEAST AND ACROSS THE
 RL0286'TRACK FROM MILE POST 88 (ALSO POLE NO. 838), 44 FEET NORTH OF THE
 RL0286'NORTH RAIL OF THE MAIN TRACK, 73 FEET WEST-NORTHWEST OF A SWITCH
 RL0286'STAND, 24 FEET SOUTHEAST OF THE CENTER OF A TRAIL, 1.5 FEET
 RL0286'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK
 RL0286'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0286
 RL0286                          STATION RECOVERY (1978)
 RL0286
 RL0286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0286'MARK NOT FOUND.
 RL0286
 RL0286                          STATION RECOVERY (1997)
 RL0286
 RL0286'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0286'MARK NOT FOUND.
 RL0286
 RL0286                          STATION RECOVERY (2002)
 RL0286
 RL0286'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0286'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0916 ***********************************************************************
 RL0916  DESIGNATION -  G 64 RESET 1962
 RL0916  PID         -  RL0916
 RL0916  STATE/COUNTY-  MI/ONTONAGON
 RL0916  USGS QUAD   -  
 RL0916
 RL0916                         *CURRENT SURVEY CONTROL
 RL0916  ___________________________________________________________________
 RL0916* NAD 83(1986)-  46 28 38.     (N)    089 10 41.     (W)     SCALED    
 RL0916* NAVD 88     -       403.04   (+/-2cm)    1322.3    (feet)  VERTCON   
 RL0916  ___________________________________________________________________
 RL0916  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 RL0916
 RL0916  VERT ORDER  -  THIRD (See Below)
 RL0916
 RL0916.The horizontal coordinates were scaled from a topographic map and have
 RL0916.an estimated accuracy of +/- 6 seconds.
 RL0916
 RL0916.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL0916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL0916.The vertical order pertains to the NGVD 29 superseded value.
 RL0916
 RL0916.The geoid height was determined by GEOID03.
 RL0916
 RL0916;                    North         East    Units  Estimated Accuracy
 RL0916;SPC MI N     -   190,560.    7,832,770.      MT  (+/- 180 meters Scaled)
 RL0916
 RL0916                          SUPERSEDED SURVEY CONTROL
 RL0916
 RL0916  NGVD 29 (03/27/06)  403.05   (m)         1322.3    (f) RESET       3  
 RL0916
 RL0916.Superseded values are not recommended for survey control.
 RL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0916.See file dsdata.txt to determine how the superseded data were derived.
 RL0916
 RL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS328493(NAD 83)
 RL0916_MARKER: DB = BENCH MARK DISK
 RL0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0916_STAMPING: G 64 RESET 1962
 RL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0916+STABILITY: SURFACE MOTION
 RL0916
 RL0916  HISTORY     - Date     Condition        Report By
 RL0916  HISTORY     - 1962     MONUMENTED       MIDH
 RL0916  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0916  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0916
 RL0916                          STATION DESCRIPTION
 RL0916
 RL0916'DESCRIBED BY MI DEPT OF HIGHWAYS 1962
 RL0916'4 MI S FROM BRUCE CROSSING.
 RL0916'4.05 MILES SOUTH OF THE INTERSECTION OF HIGHWAYS U.S. 45 AND
 RL0916'M-28 IN BRUCE CROSSING, MICHIGAN.  83 FEET EAST OF THE
 RL0916'CENTERLINE OF U.S. 45 AND NEAR A SMALL APPLE ORCHARD, AND SET
 RL0916'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 RL0916'GROUND.
 RL0916
 RL0916                          STATION RECOVERY (1985)
 RL0916
 RL0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0916'MARK NOT FOUND.
 RL0916
 RL0916                          STATION RECOVERY (2001)
 RL0916
 RL0916'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0069 ***********************************************************************
 SG0069  DESIGNATION -  G 65
 SG0069  PID         -  SG0069
 SG0069  STATE/COUNTY-  MI/HOUGHTON
 SG0069  USGS QUAD   -  HANCOCK (1975)
 SG0069
 SG0069                         *CURRENT SURVEY CONTROL
 SG0069  ___________________________________________________________________
 SG0069* NAD 83(1986)-  47 10 28.     (N)    088 31 06.     (W)     SCALED    
 SG0069* NAVD 88     -       333.016  (meters)    1092.57   (feet)  ADJUSTED  
 SG0069  ___________________________________________________________________
 SG0069  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 SG0069  DYNAMIC HT  -         333.060 (meters)    1092.71  (feet)  COMP
 SG0069  MODELED GRAV-     980,736.7   (mgal)                       NAVD 88
 SG0069
 SG0069  VERT ORDER  -  FIRST     CLASS II
 SG0069
 SG0069.The horizontal coordinates were scaled from a topographic map and have
 SG0069.an estimated accuracy of +/- 6 seconds.
 SG0069
 SG0069.The orthometric height was determined by differential leveling
 SG0069.and adjusted by the National Geodetic Survey in June 1991..
 SG0069
 SG0069.The geoid height was determined by GEOID03.
 SG0069
 SG0069.The dynamic height is computed by dividing the NAVD 88
 SG0069.geopotential number by the normal gravity value computed on the
 SG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0069.degrees latitude (g = 980.6199 gals.).
 SG0069
 SG0069.The modeled gravity was interpolated from observed gravity values.
 SG0069
 SG0069;                    North         East    Units  Estimated Accuracy
 SG0069;SPC MI N     -   266,870.    7,884,900.      MT  (+/- 180 meters Scaled)
 SG0069
 SG0069                          SUPERSEDED SURVEY CONTROL
 SG0069
 SG0069  NGVD 29 (??/??/92)  333.016  (m)         1092.57   (f) ADJ UNCH    1 2
 SG0069
 SG0069.Superseded values are not recommended for survey control.
 SG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0069.See file dsdata.txt to determine how the superseded data were derived.
 SG0069
 SG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT849256(NAD 83)
 SG0069_MARKER: DB = BENCH MARK DISK
 SG0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0069_STAMPING: G 65 1934
 SG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0069+STABILITY: SURFACE MOTION
 SG0069
 SG0069  HISTORY     - Date     Condition        Report By
 SG0069  HISTORY     - 1934     MONUMENTED       CGS
 SG0069  HISTORY     - 1959     GOOD             NGS
 SG0069  HISTORY     - 20031121 MARK NOT FOUND   GEOCAC
 SG0069
 SG0069                          STATION DESCRIPTION
 SG0069
 SG0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0069'6 MI S FROM CALUMENT.
 SG0069'ABOUT 6 MILES SOUTH ALONG THE MINERAL RANGE RAILROAD FROM CALUMET,
 SG0069'HOUGHTON COUNTY, 0.5 MILE EAST OF THE MINE AT BOSTON, AT MILEAGE
 SG0069'7.5, 0.6 MILE WEST OF U.S. HIGHWAY 41, 25 FEET SOUTHEAST OF A
 SG0069'ROAD CROSSING, AND 20 FEET EAST OF THE TRACK.  A STANDARD DISK,
 SG0069'STAMPED G 65 1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0069
 SG0069                          STATION RECOVERY (1959)
 SG0069
 SG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 SG0069'RECOVERED IN GOOD CONDITION.
 SG0069
 SG0069                          STATION RECOVERY (2003)
 SG0069
 SG0069'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 SG0069'THE RAILROAD HAS BEEN DISMANTLED AND THE GRADE TURNED INTO A STATE DNR
 SG0069'OWNED SNOWMOBILE/ATV TRAIL.
 SG0069'THERE HAS BEEN ROAD AND UNDERGROUND CABLE CONSTRUCTION AT THE SITE
 SG0069'LOCATION.  A UNDERGROUND CABLE VAULT IS NEAR-BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0003 ***********************************************************************
 SG0003  DESIGNATION -  G 66
 SG0003  PID         -  SG0003
 SG0003  STATE/COUNTY-  MI/KEWEENAW
 SG0003  USGS QUAD   -  LAKE MEDORA (1975)
 SG0003
 SG0003                         *CURRENT SURVEY CONTROL
 SG0003  ___________________________________________________________________
 SG0003* NAD 83(1986)-  47 27 06.     (N)    087 55 03.     (W)     SCALED    
 SG0003* NAVD 88     -       287.183  (meters)     942.20   (feet)  ADJUSTED  
 SG0003  ___________________________________________________________________
 SG0003  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 SG0003  DYNAMIC HT  -         287.237 (meters)     942.38  (feet)  COMP
 SG0003  MODELED GRAV-     980,793.8   (mgal)                       NAVD 88
 SG0003
 SG0003  VERT ORDER  -  FIRST     CLASS II
 SG0003
 SG0003.The horizontal coordinates were scaled from a topographic map and have
 SG0003.an estimated accuracy of +/- 6 seconds.
 SG0003
 SG0003.The orthometric height was determined by differential leveling
 SG0003.and adjusted by the National Geodetic Survey in June 1991..
 SG0003
 SG0003.The geoid height was determined by GEOID03.
 SG0003
 SG0003.The dynamic height is computed by dividing the NAVD 88
 SG0003.geopotential number by the normal gravity value computed on the
 SG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0003.degrees latitude (g = 980.6199 gals.).
 SG0003
 SG0003.The modeled gravity was interpolated from observed gravity values.
 SG0003
 SG0003;                    North         East    Units  Estimated Accuracy
 SG0003;SPC MI N     -   296,990.    7,930,800.      MT  (+/- 180 meters Scaled)
 SG0003
 SG0003                          SUPERSEDED SURVEY CONTROL
 SG0003
 SG0003  NGVD 29 (??/??/92)  287.192  (m)          942.23   (f) ADJ UNCH    1 2
 SG0003
 SG0003.Superseded values are not recommended for survey control.
 SG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0003.See file dsdata.txt to determine how the superseded data were derived.
 SG0003
 SG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT308557(NAD 83)
 SG0003_MARKER: DB = BENCH MARK DISK
 SG0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0003_STAMPING: G 66 1934
 SG0003_MARK LOGO: CGS   
 SG0003_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0003+STABILITY: SURFACE MOTION
 SG0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0003+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 SG0003
 SG0003  HISTORY     - Date     Condition        Report By
 SG0003  HISTORY     - 1934     MONUMENTED       CGS
 SG0003  HISTORY     - 19960717 GOOD             NGS
 SG0003  HISTORY     - 20010912 GOOD             USPSQD
 SG0003
 SG0003                          STATION DESCRIPTION
 SG0003
 SG0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0003'2 MI W FROM COPPER HARBOR.
 SG0003'2 MILES WEST ALONG U.S. HIGHWAY 41 FROM COPPER HARBOR, KEWEENAW
 SG0003'COUNTY, ABOUT 60 FEET EAST OF THE PIPE CULVERT THROUGH WHICH
 SG0003'AETNA CREEK FLOWS, AND 25 FEET NORTH OF THE CENTERLINE OF THE
 SG0003'HIGHWAY.  A STANDARD DISK, STAMPED G 66 1934 AND SET IN THE
 SG0003'TOP OF A CONCRETE POST.
 SG0003
 SG0003                          STATION RECOVERY (1996)
 SG0003
 SG0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0003'3.2 KM (2.00 MI) SOUTHERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0003'STATE HIGHWAY 26 IN COPPER HARBOR, 14.9 M (48.9 FT) NORTH OF THE WEST
 SG0003'END OF A CULVERT SPANNING AETNA CREEK, 7.2 M (23.6 FT) WEST OF THE
 SG0003'HIGHWAY CENTERLINE, 2.6 M (8.5 FT) WEST OF A SIGN (SCENIC ROUTE) , 0.6
 SG0003'M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 SG0003'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
 SG0003
 SG0003                          STATION RECOVERY (2001)
 SG0003
 SG0003'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0012 ***********************************************************************
 SG0012  DESIGNATION -  G 75
 SG0012  PID         -  SG0012
 SG0012  STATE/COUNTY-  MI/HOUGHTON
 SG0012  USGS QUAD   -  LAURIUM (1975)
 SG0012
 SG0012                         *CURRENT SURVEY CONTROL
 SG0012  ___________________________________________________________________
 SG0012* NAD 83(1986)-  47 10 07.     (N)    088 29 40.     (W)     SCALED    
 SG0012* NAVD 88     -       326.492  (meters)    1071.17   (feet)  ADJUSTED  
 SG0012  ___________________________________________________________________
 SG0012  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 SG0012  DYNAMIC HT  -         326.533 (meters)    1071.30  (feet)  COMP
 SG0012  MODELED GRAV-     980,727.9   (mgal)                       NAVD 88
 SG0012
 SG0012  VERT ORDER  -  SECOND    CLASS 0
 SG0012
 SG0012.This mark is at Houghton Co Mem Airport (CMX)
 SG0012
 SG0012.The horizontal coordinates were scaled from a topographic map and have
 SG0012.an estimated accuracy of +/- 6 seconds.
 SG0012
 SG0012.The orthometric height was determined by differential leveling
 SG0012.and adjusted by the National Geodetic Survey in June 1991..
 SG0012
 SG0012.The geoid height was determined by GEOID03.
 SG0012
 SG0012.The dynamic height is computed by dividing the NAVD 88
 SG0012.geopotential number by the normal gravity value computed on the
 SG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0012.degrees latitude (g = 980.6199 gals.).
 SG0012
 SG0012.The modeled gravity was interpolated from observed gravity values.
 SG0012
 SG0012;                    North         East    Units  Estimated Accuracy
 SG0012;SPC MI N     -   266,190.    7,886,700.      MT  (+/- 180 meters Scaled)
 SG0012
 SG0012                          SUPERSEDED SURVEY CONTROL
 SG0012
 SG0012  NGVD 29 (??/??/92)  326.488  (m)         1071.15   (f) ADJ UNCH    2 0
 SG0012
 SG0012.Superseded values are not recommended for survey control.
 SG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0012.See file dsdata.txt to determine how the superseded data were derived.
 SG0012
 SG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT867249(NAD 83)
 SG0012_MARKER: DB = BENCH MARK DISK
 SG0012_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 SG0012_SP_SET: MEMORIAL PLAQUE BASE
 SG0012_STAMPING: G 75 1962
 SG0012_MARK LOGO: CGS   
 SG0012_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0012
 SG0012  HISTORY     - Date     Condition        Report By
 SG0012  HISTORY     - 1962     MONUMENTED       CGS
 SG0012  HISTORY     - 1968     GOOD             LOCENG
 SG0012  HISTORY     - 1975     GOOD             NGS
 SG0012  HISTORY     - 19961113 SEE DESCRIPTION  MIDT
 SG0012  HISTORY     - 20010506 MARK NOT FOUND   MIDT
 SG0012
 SG0012                          STATION DESCRIPTION
 SG0012
 SG0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 SG0012'5.5 MI NE FROM HANCOCK.
 SG0012'AT HOUGHTON COUNTY MEMORIAL AIRPORT IN THE NORTHWEST CORNER OF
 SG0012'CONCRETE BASE FOR AIRPORT MEMORIAL PLAQUE.  14 FEET NORTH OF
 SG0012'NORTHWEST CORNER OF THE AIRPORT TERMINAL BUILDING.  A STANDARD
 SG0012'DISK STAMPED G 75 1962 CEMENTED IN THE BASE OF THE PLAQUE.
 SG0012
 SG0012                          STATION RECOVERY (1968)
 SG0012
 SG0012'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 SG0012'RECOVERED IN GOOD CONDITION.
 SG0012
 SG0012                          STATION RECOVERY (1975)
 SG0012
 SG0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 SG0012'A NEW AIRPORT TERMINAL BUILDING HAS BEEN CONSTRUCTED AND THE OLD
 SG0012'TERMINAL BUILDING IS NOW OCCUPIED BY THE PECKHAM ENGINEERING CO.
 SG0012
 SG0012                          STATION RECOVERY (1996)
 SG0012
 SG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 SG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT TRANSPORTATION (MPR) 1996
 SG0012'--CAUTION--CAUTION--CAUTION--CAUTION THE CONCRETE BASE AND THE
 SG0012'MEMORIAL PLAQUE HAVE BEEN RELOCATED TO THE NEW AIRPORT TERMINAL
 SG0012'BUILDING (DEDICATED IN 1970) .  THE EXACT DATE THIS WAS DONE IS UNKNOW
 SG0012'BUT IN ALL PROBALBILITY AFTER THE 1975 RECOVERY.  THE DISK CANNOT BE
 SG0012'REMOVED FROM THE PLAQUE BASE WITHOUT THE POSSIBILITY OF DOING
 SG0012'EXTENSIVE DAMAGE TO THE MONUMENT.  NOT SUITABLE FOR SATELITE
 SG0012'OBSERVATIONS DUE TO THE NATURE OF THE SETTING.
 SG0012
 SG0012                          STATION RECOVERY (2001)
 SG0012
 SG0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0012'THE AIRPORT MEMORIAL PLAQUE HAS BEEN RELOCATED AGAIN, IN 2000. NEW
 SG0012'BASE, NO SURVEY DISK.  CONSIDER THIS MARK DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0176 ***********************************************************************
 QK0176  DESIGNATION -  G 76
 QK0176  PID         -  QK0176
 QK0176  STATE/COUNTY-  MI/EMMET
 QK0176  USGS QUAD   -  
 QK0176
 QK0176                         *CURRENT SURVEY CONTROL
 QK0176  ___________________________________________________________________
 QK0176* NAD 83(1986)-  45 36 36.     (N)    084 46 56.     (W)     SCALED    
 QK0176* NAVD 88     -       228.040  (meters)     748.16   (feet)  ADJUSTED  
 QK0176  ___________________________________________________________________
 QK0176  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 QK0176  DYNAMIC HT  -         228.039 (meters)     748.16  (feet)  COMP
 QK0176  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 QK0176
 QK0176  VERT ORDER  -  SECOND    CLASS 0
 QK0176
 QK0176.The horizontal coordinates were scaled from a topographic map and have
 QK0176.an estimated accuracy of +/- 6 seconds.
 QK0176
 QK0176.The orthometric height was determined by differential leveling
 QK0176.and adjusted by the National Geodetic Survey in June 1991..
 QK0176
 QK0176.The geoid height was determined by GEOID03.
 QK0176
 QK0176.The dynamic height is computed by dividing the NAVD 88
 QK0176.geopotential number by the normal gravity value computed on the
 QK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0176.degrees latitude (g = 980.6199 gals.).
 QK0176
 QK0176.The modeled gravity was interpolated from observed gravity values.
 QK0176
 QK0176;                    North         East    Units  Estimated Accuracy
 QK0176;SPC MI C     -   254,930.    5,967,590.      MT  (+/- 180 meters Scaled)
 QK0176
 QK0176                          SUPERSEDED SURVEY CONTROL
 QK0176
 QK0176  NGVD 29 (??/??/92)  228.052  (m)          748.20   (f) ADJ UNCH    2 0
 QK0176
 QK0176.Superseded values are not recommended for survey control.
 QK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0176.See file dsdata.txt to determine how the superseded data were derived.
 QK0176
 QK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR729531(NAD 83)
 QK0176_MARKER: DB = BENCH MARK DISK
 QK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0176_STAMPING: G 76 1934
 QK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0176+STABILITY: SURFACE MOTION
 QK0176
 QK0176  HISTORY     - Date     Condition        Report By
 QK0176  HISTORY     - 1934     MONUMENTED       CGS
 QK0176  HISTORY     - 1962     GOOD             USGS
 QK0176
 QK0176                          STATION DESCRIPTION
 QK0176
 QK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0176'2 MI S FROM LEVERING.
 QK0176'2.0 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0176'AT LEVERING, EMMET COUNTY, 0.5 MILE SOUTH OF MILEPOST 447, 30
 QK0176'YARDS NORTHEAST OF TELEPHONE POLE 8896, 10 YARDS EAST OF THE
 QK0176'EAST RAIL AT THE CENTER OF THE CROSSING OF A ROAD LEADING TO A
 QK0176'SMALL HOUSE, 5 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 17
 QK0176'YARDS WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, AND 1-1/2 YARDS
 QK0176'WEST OF THE CENTERLINE OF U.S. HIGHWAY 31, AND 1-1/2 YARDS
 QK0176'WEST OF A POLE.  A STANDARD DISK, STAMPED G 76 1934 AND SET IN
 QK0176'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 QK0176
 QK0176                          STATION RECOVERY (1962)
 QK0176
 QK0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QK0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0189 ***********************************************************************
 PL0189  DESIGNATION -  G 78
 PL0189  PID         -  PL0189
 PL0189  STATE/COUNTY-  MI/KALKASKA
 PL0189  USGS QUAD   -  KALKASKA (1985)
 PL0189
 PL0189                         *CURRENT SURVEY CONTROL
 PL0189  ___________________________________________________________________
 PL0189* NAD 83(1986)-  44 40 30.     (N)    085 10 31.     (W)     SCALED    
 PL0189* NAVD 88     -       357.601  (meters)    1173.23   (feet)  ADJUSTED  
 PL0189  ___________________________________________________________________
 PL0189  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 PL0189  DYNAMIC HT  -         357.568 (meters)    1173.12  (feet)  COMP
 PL0189  MODELED GRAV-     980,512.9   (mgal)                       NAVD 88
 PL0189
 PL0189  VERT ORDER  -  SECOND    CLASS 0
 PL0189
 PL0189.The horizontal coordinates were scaled from a topographic map and have
 PL0189.an estimated accuracy of +/- 6 seconds.
 PL0189
 PL0189.The orthometric height was determined by differential leveling
 PL0189.and adjusted by the National Geodetic Survey in June 1991..
 PL0189
 PL0189.The geoid height was determined by GEOID03.
 PL0189
 PL0189.The dynamic height is computed by dividing the NAVD 88
 PL0189.geopotential number by the normal gravity value computed on the
 PL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0189.degrees latitude (g = 980.6199 gals.).
 PL0189
 PL0189.The modeled gravity was interpolated from observed gravity values.
 PL0189
 PL0189;                    North         East    Units  Estimated Accuracy
 PL0189;SPC MI C     -   151,260.    5,935,890.      MT  (+/- 180 meters Scaled)
 PL0189
 PL0189                          SUPERSEDED SURVEY CONTROL
 PL0189
 PL0189  NGVD 29 (??/??/92)  357.690  (m)         1173.52   (f) ADJ UNCH    2 0
 PL0189
 PL0189.Superseded values are not recommended for survey control.
 PL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0189.See file dsdata.txt to determine how the superseded data were derived.
 PL0189
 PL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ446484(NAD 83)
 PL0189_MARKER: DB = BENCH MARK DISK
 PL0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0189_STAMPING: G 78 1934
 PL0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0189+STABILITY: SURFACE MOTION
 PL0189
 PL0189  HISTORY     - Date     Condition        Report By
 PL0189  HISTORY     - 1934     MONUMENTED       CGS
 PL0189  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0189  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0189  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0189  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0189
 PL0189                          STATION DESCRIPTION
 PL0189
 PL0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0189'3.8 MI S FROM KALKASKA.
 PL0189'3.8 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0189'COUNTY, 0.3 MILE NORTH OF DRAKE SCHOOL, 65 YARDS WEST OF THE
 PL0189'JUNCTION OF A PROPOSED NEW (1934) ROAD, 75 YARDS WEST OF A LARGE
 PL0189'LONE TREE ON THE EAST SIDE OF THE PROPOSED ROAD, 11 YARDS NORTH
 PL0189'OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET HIGHER THAN THE
 PL0189'HIGHWAY.  A STANDARD DISK, STAMPED G 78 1934 AND SET IN THE TOP
 PL0189'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0189
 PL0189                          STATION RECOVERY (1983)
 PL0189
 PL0189'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0189'MARK NOT FOUND.
 PL0189
 PL0189                          STATION RECOVERY (1992)
 PL0189
 PL0189'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0189'MARK NOT FOUND.
 PL0189
 PL0189                          STATION RECOVERY (1997)
 PL0189
 PL0189'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0189'MARK NOT FOUND.
 PL0189
 PL0189                          STATION RECOVERY (2001)
 PL0189
 PL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0189'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0158 ***********************************************************************
 QK0158  DESIGNATION -  G 79
 QK0158  PID         -  QK0158
 QK0158  STATE/COUNTY-  MI/OTSEGO
 QK0158  USGS QUAD   -  GAYLORD (1986)
 QK0158
 QK0158                         *CURRENT SURVEY CONTROL
 QK0158  ___________________________________________________________________
 QK0158* NAD 83(1986)-  45 01 38.     (N)    084 38 22.     (W)     SCALED    
 QK0158* NAVD 88     -       394.766  (meters)    1295.16   (feet)  ADJUSTED  
 QK0158  ___________________________________________________________________
 QK0158  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 QK0158  DYNAMIC HT  -         394.722 (meters)    1295.02  (feet)  COMP
 QK0158  MODELED GRAV-     980,494.8   (mgal)                       NAVD 88
 QK0158
 QK0158  VERT ORDER  -  SECOND    CLASS 0
 QK0158
 QK0158.The horizontal coordinates were scaled from a topographic map and have
 QK0158.an estimated accuracy of +/- 6 seconds.
 QK0158
 QK0158.The orthometric height was determined by differential leveling
 QK0158.and adjusted by the National Geodetic Survey in June 1991..
 QK0158
 QK0158.The geoid height was determined by GEOID03.
 QK0158
 QK0158.The dynamic height is computed by dividing the NAVD 88
 QK0158.geopotential number by the normal gravity value computed on the
 QK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0158.degrees latitude (g = 980.6199 gals.).
 QK0158
 QK0158.The modeled gravity was interpolated from observed gravity values.
 QK0158
 QK0158;                    North         East    Units  Estimated Accuracy
 QK0158;SPC MI C     -   190,110.    5,978,500.      MT  (+/- 180 meters Scaled)
 QK0158
 QK0158                          SUPERSEDED SURVEY CONTROL
 QK0158
 QK0158  NGVD 29 (??/??/92)  394.863  (m)         1295.48   (f) ADJ UNCH    2 0
 QK0158
 QK0158.Superseded values are not recommended for survey control.
 QK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0158.See file dsdata.txt to determine how the superseded data were derived.
 QK0158
 QK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ859886(NAD 83)
 QK0158_MARKER: DB = BENCH MARK DISK
 QK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0158_STAMPING: G 79 1934
 QK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0158+STABILITY: SURFACE MOTION
 QK0158
 QK0158  HISTORY     - Date     Condition        Report By
 QK0158  HISTORY     - 1934     MONUMENTED       CGS
 QK0158  HISTORY     - 1953     MARK NOT FOUND   NGS
 QK0158  HISTORY     - 19960811 GOOD             USPSQD
 QK0158
 QK0158                          STATION DESCRIPTION
 QK0158
 QK0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 QK0158'1.7 MI E FROM GAYLORD.
 QK0158'1.7 MILES EAST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0158'STATION AT GAYLORD, OTSEGO COUNTY, 40 FEET WEST OF THE
 QK0158'CENTERLINE OF THE OLD ROADBED, AND 29 FEET SOUTH OF THE
 QK0158'CENTERLINE OF STATE HIGHWAY 32.  A STANDARD DISK, STAMPED G 79
 QK0158'1934 AND SET IN THE TOP OF A CONCRETE POST.
 QK0158
 QK0158                          STATION RECOVERY (1996)
 QK0158
 QK0158'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0056 ***********************************************************************
 PL0056  DESIGNATION -  G 81
 PL0056  PID         -  PL0056
 PL0056  STATE/COUNTY-  MI/OGEMAW
 PL0056  USGS QUAD   -  DAMON (1965)
 PL0056
 PL0056                         *CURRENT SURVEY CONTROL
 PL0056  ___________________________________________________________________
 PL0056* NAD 83(1986)-  44 29 42.     (N)    084 07 40.     (W)     SCALED    
 PL0056* NAVD 88     -       411.317  (meters)    1349.46   (feet)  ADJUSTED  
 PL0056  ___________________________________________________________________
 PL0056  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0056  DYNAMIC HT  -         411.254 (meters)    1349.26  (feet)  COMP
 PL0056  MODELED GRAV-     980,452.2   (mgal)                       NAVD 88
 PL0056
 PL0056  VERT ORDER  -  SECOND    CLASS 0
 PL0056
 PL0056.The horizontal coordinates were scaled from a topographic map and have
 PL0056.an estimated accuracy of +/- 6 seconds.
 PL0056
 PL0056.The orthometric height was determined by differential leveling
 PL0056.and adjusted by the National Geodetic Survey in June 1991..
 PL0056
 PL0056.The geoid height was determined by GEOID03.
 PL0056
 PL0056.The dynamic height is computed by dividing the NAVD 88
 PL0056.geopotential number by the normal gravity value computed on the
 PL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0056.degrees latitude (g = 980.6199 gals.).
 PL0056
 PL0056.The modeled gravity was interpolated from observed gravity values.
 PL0056
 PL0056;                    North         East    Units  Estimated Accuracy
 PL0056;SPC MI C     -   130,970.    6,019,000.      MT  (+/- 180 meters Scaled)
 PL0056
 PL0056                          SUPERSEDED SURVEY CONTROL
 PL0056
 PL0056  NGVD 29 (??/??/92)  411.446  (m)         1349.89   (f) ADJ UNCH    2 0
 PL0056
 PL0056.Superseded values are not recommended for survey control.
 PL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0056.See file dsdata.txt to determine how the superseded data were derived.
 PL0056
 PL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ283308(NAD 83)
 PL0056_MARKER: DB = BENCH MARK DISK
 PL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0056_STAMPING: G 81 1934
 PL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0056+STABILITY: SURFACE MOTION
 PL0056
 PL0056  HISTORY     - Date     Condition        Report By
 PL0056  HISTORY     - 1934     MONUMENTED       CGS
 PL0056  HISTORY     - 1944     GOOD             NGS
 PL0056  HISTORY     - 1972     MARK NOT FOUND   USGS
 PL0056
 PL0056                          STATION DESCRIPTION
 PL0056
 PL0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 PL0056'5.5 MI N FROM ROSE CITY.
 PL0056'5.5 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0056'ROSE CITY, OGEMAW COUNTY, 124 YARDS NORTH OF THE HURON NATIONAL
 PL0056'FOREST BOUNDARY, 200 YARDS NORTH OF A SERVICE STATION AT THE
 PL0056'SUMMIT OF A HILL, 25 YARDS SOUTH OF THE CENTERLINE OF A T-ROAD
 PL0056'LEADING WEST, 31 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0056'7 FEET NORTH OF POLE 674, AND LEVEL WITH THE HIGHWAY.  A STANDARD
 PL0056'DISK, STAMPED G 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0056
 PL0056                          STATION RECOVERY (1972)
 PL0056
 PL0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PL0056'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0327 ***********************************************************************
 PL0327  DESIGNATION -  G 87
 PL0327  PID         -  PL0327
 PL0327  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0327  USGS QUAD   -  
 PL0327
 PL0327                         *CURRENT SURVEY CONTROL
 PL0327  ___________________________________________________________________
 PL0327* NAD 83(1986)-  44 45 28.     (N)    085 36 29.     (W)     SCALED    
 PL0327* NAVD 88     -       182.424  (meters)     598.50   (feet)  ADJUSTED  
 PL0327  ___________________________________________________________________
 PL0327  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 PL0327  DYNAMIC HT  -         182.411 (meters)     598.46  (feet)  COMP
 PL0327  MODELED GRAV-     980,540.9   (mgal)                       NAVD 88
 PL0327
 PL0327  VERT ORDER  -  FIRST     CLASS II
 PL0327
 PL0327.The horizontal coordinates were scaled from a topographic map and have
 PL0327.an estimated accuracy of +/- 6 seconds.
 PL0327
 PL0327.The orthometric height was determined by differential leveling
 PL0327.and adjusted by the National Geodetic Survey in June 1991..
 PL0327
 PL0327.The geoid height was determined by GEOID03.
 PL0327
 PL0327.The dynamic height is computed by dividing the NAVD 88
 PL0327.geopotential number by the normal gravity value computed on the
 PL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0327.degrees latitude (g = 980.6199 gals.).
 PL0327
 PL0327.The modeled gravity was interpolated from observed gravity values.
 PL0327
 PL0327;                    North         East    Units  Estimated Accuracy
 PL0327;SPC MI C     -   160,890.    5,901,720.      MT  (+/- 180 meters Scaled)
 PL0327
 PL0327                          SUPERSEDED SURVEY CONTROL
 PL0327
 PL0327  NGVD 29 (??/??/92)  182.539  (m)          598.88   (f) ADJ UNCH    1 2
 PL0327
 PL0327.Superseded values are not recommended for survey control.
 PL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0327.See file dsdata.txt to determine how the superseded data were derived.
 PL0327
 PL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ101569(NAD 83)
 PL0327_MARKER: DB = BENCH MARK DISK
 PL0327_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PL0327+WITH SETTING: PAVEMENT
 PL0327_STAMPING: G 87 1934
 PL0327_MARK LOGO: CGS   
 PL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0327+STABILITY: SURFACE MOTION
 PL0327
 PL0327  HISTORY     - Date     Condition        Report By
 PL0327  HISTORY     - 1934     MONUMENTED       CGS
 PL0327  HISTORY     - 1955     GOOD             NGS
 PL0327  HISTORY     - 1984     GOOD             NGS
 PL0327  HISTORY     - 1990     GOOD             USPSQD
 PL0327  HISTORY     - 20060319 GOOD             GEOCAC
 PL0327
 PL0327                          STATION DESCRIPTION
 PL0327
 PL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PL0327'AT TRAVERSE CITY.
 PL0327'AT TRAVERSE CITY, ON THE CHESAPEAKE AND OHIO RAILWAY, 120 YARDS
 PL0327'EAST OF THE EAST END OF THE STATION, AT THE CROSSING OF THE
 PL0327'PENNSYLVANIA RAILROAD, 33 FEET SOUTHEAST OF THE CENTER OF THE
 PL0327'CROSSING, 27 FEET SOUTH OF THE SOUTH RAIL OF THE C AND O RY.
 PL0327'TRACK, 9 FEET EAST OF THE EAST RAIL OF THE P.R.R. TRACK, IN THE
 PL0327'TOP OF AN OLD CONCRETE FOUNDATION, AND 4 INCHES ABOVE THE GROUND.
 PL0327'A STANDARD DISK, STAMPED G 87 1934.
 PL0327
 PL0327                          STATION RECOVERY (1984)
 PL0327
 PL0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0327'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION AS FOLLOWS.  IN TRAVERSE
 PL0327'CITY, AT THE CROSSING OF THE OLD CHESAPEAKE AND OHIO RAILROAD, (NOW
 PL0327'THE NORTHERN MICHIGAN RAILROAD), AND WOODMERE STREET, ABOUT 120 YARDS
 PL0327'EAST OF THE RAILROAD STATION, (NOW THE MICHIGAN NORTHERN BANK), THE
 PL0327'DISK IS SET IN TOP OF A TWO BY SIX FEET CONCRETE FOUNDATION (PROBABLY
 PL0327'PREVIOUS SEMAPHORE BASE), 19.6 METERS (64.4 FT) WEST OF THE CENTERLINE
 PL0327'OF WOODMERE STREET, 8.2 METERS (27.0 FT) SOUTH OF THE SOUTH RAIL OF
 PL0327'THE NORTHERN MICHIGAN RAILROAD, 2.7 METERS (9.0 FT) EAST OF THE EAST
 PL0327'RAIL OF THE OLD PENNSYLVANIA RAILROAD, AND 0.31 METERS (1.0 FT) WEST
 PL0327'OF THE EAST EDGE OF A TWO BY SIX FEET CONCRETE FOUNDATION.
 PL0327'THE MARK IS 0.31 METERS  W FROM A WITNESS POST.
 PL0327'THE MARK IS 0.31 M BELOW STREET.
 PL0327
 PL0327                          STATION RECOVERY (1990)
 PL0327
 PL0327'RECOVERY NOTE BY US POWER SQUADRON 1990 (KH)
 PL0327'RECOVERED IN GOOD CONDITION.
 PL0327
 PL0327                          STATION RECOVERY (2006)
 PL0327
 PL0327'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0327'RAILROAD STATION NO LONGER MICHIGAN NORTHERN BANK, NOW HOUSES A NUMBER
 PL0327'OF SMALL SHOPS.
 PL0327'HH2 GPS 44 45 27.7 (N)  085 36 28.2 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0296 ***********************************************************************
 PL0296  DESIGNATION -  G 88
 PL0296  PID         -  PL0296
 PL0296  STATE/COUNTY-  MI/LEELANAU
 PL0296  USGS QUAD   -  
 PL0296
 PL0296                         *CURRENT SURVEY CONTROL
 PL0296  ___________________________________________________________________
 PL0296* NAD 83(1986)-  44 56 15.     (N)    085 48 36.     (W)     SCALED    
 PL0296* NAVD 88     -       192.909  (meters)     632.90   (feet)  ADJUSTED  
 PL0296  ___________________________________________________________________
 PL0296  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 PL0296  DYNAMIC HT  -         192.893 (meters)     632.85  (feet)  COMP
 PL0296  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PL0296
 PL0296  VERT ORDER  -  SECOND    CLASS 0
 PL0296
 PL0296.The horizontal coordinates were scaled from a topographic map and have
 PL0296.an estimated accuracy of +/- 6 seconds.
 PL0296
 PL0296.The orthometric height was determined by differential leveling
 PL0296.and adjusted by the National Geodetic Survey in June 1991..
 PL0296
 PL0296.The geoid height was determined by GEOID03.
 PL0296
 PL0296.The dynamic height is computed by dividing the NAVD 88
 PL0296.geopotential number by the normal gravity value computed on the
 PL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0296.degrees latitude (g = 980.6199 gals.).
 PL0296
 PL0296.The modeled gravity was interpolated from observed gravity values.
 PL0296
 PL0296;                    North         East    Units  Estimated Accuracy
 PL0296;SPC MI C     -   181,120.    5,886,090.      MT  (+/- 180 meters Scaled)
 PL0296
 PL0296                          SUPERSEDED SURVEY CONTROL
 PL0296
 PL0296  NGVD 29 (??/??/92)  193.011  (m)          633.24   (f) ADJ UNCH    2 0
 PL0296
 PL0296.Superseded values are not recommended for survey control.
 PL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0296.See file dsdata.txt to determine how the superseded data were derived.
 PL0296
 PL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ938766(NAD 83)
 PL0296_MARKER: DB = BENCH MARK DISK
 PL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0296_STAMPING: G 88 1934
 PL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0296+STABILITY: SURFACE MOTION
 PL0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0296+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 PL0296
 PL0296  HISTORY     - Date     Condition        Report By
 PL0296  HISTORY     - 1934     MONUMENTED       CGS
 PL0296  HISTORY     - 1989     GOOD             USPSQD
 PL0296  HISTORY     - 20040516 GOOD             USPSQD
 PL0296
 PL0296                          STATION DESCRIPTION
 PL0296
 PL0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0296'6.5 MI S FROM LELAND.
 PL0296'6.5 MILES SOUTH ALONG STATE HIGHWAY 22 FROM LELAND, AT ST. PAULS
 PL0296'LUTHERAN CHURCH, AT THE WEST CORNER OF THE CEMETERY, 30 YARDS
 PL0296'NORTH OF THE NORTH CORNER OF THE CHURCH, 8 YARDS SOUTHEAST OF
 PL0296'THE CENTERLINE OF THE HIGHWAY, AND 1 YARD SOUTHEAST OF A FENCE.
 PL0296'A STANDARD DISK, STAMPED G 88 1934 AND SET IN THE TOP OF A
 PL0296'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 PL0296
 PL0296                          STATION RECOVERY (1989)
 PL0296
 PL0296'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0296'RECOVERED IN GOOD CONDITION.
 PL0296
 PL0296                          STATION RECOVERY (2004)
 PL0296
 PL0296'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0021 ***********************************************************************
 PM0021  DESIGNATION -  G 89
 PM0021  PID         -  PM0021
 PM0021  STATE/COUNTY-  MI/BENZIE
 PM0021  USGS QUAD   -  
 PM0021
 PM0021                         *CURRENT SURVEY CONTROL
 PM0021  ___________________________________________________________________
 PM0021* NAD 83(1986)-  44 38 05.     (N)    086 08 48.     (W)     SCALED    
 PM0021* NAVD 88     -       182.730  (meters)     599.51   (feet)  ADJUSTED  
 PM0021  ___________________________________________________________________
 PM0021  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 PM0021  DYNAMIC HT  -         182.712 (meters)     599.45  (feet)  COMP
 PM0021  MODELED GRAV-     980,519.6   (mgal)                       NAVD 88
 PM0021
 PM0021  VERT ORDER  -  SECOND    CLASS 0
 PM0021
 PM0021.The horizontal coordinates were scaled from a topographic map and have
 PM0021.an estimated accuracy of +/- 6 seconds.
 PM0021
 PM0021.The orthometric height was determined by differential leveling
 PM0021.and adjusted by the National Geodetic Survey in June 1991..
 PM0021
 PM0021.The geoid height was determined by GEOID03.
 PM0021
 PM0021.The dynamic height is computed by dividing the NAVD 88
 PM0021.geopotential number by the normal gravity value computed on the
 PM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0021.degrees latitude (g = 980.6199 gals.).
 PM0021
 PM0021.The modeled gravity was interpolated from observed gravity values.
 PM0021
 PM0021;                    North         East    Units  Estimated Accuracy
 PM0021;SPC MI C     -   148,010.    5,858,790.      MT  (+/- 180 meters Scaled)
 PM0021
 PM0021                          SUPERSEDED SURVEY CONTROL
 PM0021
 PM0021  NGVD 29 (??/??/92)  182.834  (m)          599.85   (f) ADJ UNCH    2 0
 PM0021
 PM0021.Superseded values are not recommended for survey control.
 PM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0021.See file dsdata.txt to determine how the superseded data were derived.
 PM0021
 PM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ676427(NAD 83)
 PM0021_MARKER: DB = BENCH MARK DISK
 PM0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0021_SP_SET: BRIDGE
 PM0021_STAMPING: G 89 1934
 PM0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0021
 PM0021  HISTORY     - Date     Condition        Report By
 PM0021  HISTORY     - 1934     MONUMENTED       CGS
 PM0021  HISTORY     - 19960816 GOOD             USPSQD
 PM0021
 PM0021                          STATION DESCRIPTION
 PM0021
 PM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0021'3.1 MI NW FROM BEULAH.
 PM0021'3.1 MILES NORTHWEST ALONG THE ANN ARBOR RAILROAD FROM THE
 PM0021'STATION AT BEULAH, BENZIE COUNTY, 13-1/2 RAILS EAST OF MILEPOST
 PM0021'286, 3-1/2 RAILS WEST OF THE CENTER OF A ROAD CROSSING, 25
 PM0021'YARDS SOUTHWEST OF THE ROAD BRIDGE OVER A STREAM, AT RAILWAY
 PM0021'BRIDGE 285.92 OVER A STREAM, IN THE TOP OF THE NORTH END OF
 PM0021'THE BRIDGE SEAT OF THE WEST ABUTMENT, A AND 4 FEET LOWER THAN
 PM0021'RAIL.  A STANDARD DISK, STAMPED G 89 1934.
 PM0021
 PM0021                          STATION RECOVERY (1996)
 PM0021
 PM0021'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0128 ***********************************************************************
 PL0128  DESIGNATION -  G 90
 PL0128  PID         -  PL0128
 PL0128  STATE/COUNTY-  MI/ROSCOMMON
 PL0128  USGS QUAD   -  
 PL0128
 PL0128                         *CURRENT SURVEY CONTROL
 PL0128  ___________________________________________________________________
 PL0128* NAD 83(1986)-  44 18 17.     (N)    084 46 24.     (W)     SCALED    
 PL0128* NAVD 88     -       348.959  (meters)    1144.88   (feet)  ADJUSTED  
 PL0128  ___________________________________________________________________
 PL0128  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 PL0128  DYNAMIC HT  -         348.903 (meters)    1144.69  (feet)  COMP
 PL0128  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 PL0128
 PL0128  VERT ORDER  -  SECOND    CLASS 0
 PL0128
 PL0128.The horizontal coordinates were scaled from a topographic map and have
 PL0128.an estimated accuracy of +/- 6 seconds.
 PL0128
 PL0128.The orthometric height was determined by differential leveling
 PL0128.and adjusted by the National Geodetic Survey in June 1991..
 PL0128
 PL0128.The geoid height was determined by GEOID03.
 PL0128
 PL0128.The dynamic height is computed by dividing the NAVD 88
 PL0128.geopotential number by the normal gravity value computed on the
 PL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0128.degrees latitude (g = 980.6199 gals.).
 PL0128
 PL0128.The modeled gravity was interpolated from observed gravity values.
 PL0128
 PL0128;                    North         East    Units  Estimated Accuracy
 PL0128;SPC MI C     -   109,880.    5,967,550.      MT  (+/- 180 meters Scaled)
 PL0128
 PL0128                          SUPERSEDED SURVEY CONTROL
 PL0128
 PL0128  NGVD 29 (??/??/92)  349.082  (m)         1145.28   (f) ADJ UNCH    2 0
 PL0128
 PL0128.Superseded values are not recommended for survey control.
 PL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0128.See file dsdata.txt to determine how the superseded data were derived.
 PL0128
 PL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ776081(NAD 83)
 PL0128_MARKER: DB = BENCH MARK DISK
 PL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0128_STAMPING: G 90 1934
 PL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0128+STABILITY: SURFACE MOTION
 PL0128
 PL0128  HISTORY     - Date     Condition        Report By
 PL0128  HISTORY     - 1934     MONUMENTED       CGS
 PL0128  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0128
 PL0128                          STATION DESCRIPTION
 PL0128
 PL0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0128'1 MI W FROM HOUGHTON LAKE.
 PL0128'1.0 MILE WEST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0128'HOUGHTON LAKE, ROSCOMMON COUNTY, AT THE JUNCTION WITH STATE
 PL0128'HIGHWAY 55, AT THE WEST END OF A TRIANGLE FORMED BY THE JUNCTION,
 PL0128'84 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 55, 39 FEET
 PL0128'WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, AND LEVEL WITH THE
 PL0128'ROADWAY.  A STANDARD DISK, STAMPED G 90 1934 AND SET IN THE
 PL0128'TOP OF A CONCRETE POST.
 PL0128
 PL0128                          STATION RECOVERY (1979)
 PL0128
 PL0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0113 ***********************************************************************
 PL0113  DESIGNATION -  G 91
 PL0113  PID         -  PL0113
 PL0113  STATE/COUNTY-  MI/CLARE
 PL0113  USGS QUAD   -  
 PL0113
 PL0113                         *CURRENT SURVEY CONTROL
 PL0113  ___________________________________________________________________
 PL0113* NAD 83(1986)-  44 07 48.     (N)    084 47 22.     (W)     SCALED    
 PL0113* NAVD 88     -       341.973  (meters)    1121.96   (feet)  ADJUSTED  
 PL0113  ___________________________________________________________________
 PL0113  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 PL0113  DYNAMIC HT  -         341.913 (meters)    1121.76  (feet)  COMP
 PL0113  MODELED GRAV-     980,435.3   (mgal)                       NAVD 88
 PL0113
 PL0113  VERT ORDER  -  SECOND    CLASS 0
 PL0113
 PL0113.The horizontal coordinates were scaled from a topographic map and have
 PL0113.an estimated accuracy of +/- 6 seconds.
 PL0113
 PL0113.The orthometric height was determined by differential leveling
 PL0113.and adjusted by the National Geodetic Survey in June 1991..
 PL0113
 PL0113.The geoid height was determined by GEOID03.
 PL0113
 PL0113.The dynamic height is computed by dividing the NAVD 88
 PL0113.geopotential number by the normal gravity value computed on the
 PL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0113.degrees latitude (g = 980.6199 gals.).
 PL0113
 PL0113.The modeled gravity was interpolated from observed gravity values.
 PL0113
 PL0113;                    North         East    Units  Estimated Accuracy
 PL0113;SPC MI C     -    90,470.    5,966,160.      MT  (+/- 180 meters Scaled)
 PL0113
 PL0113                          SUPERSEDED SURVEY CONTROL
 PL0113
 PL0113  NGVD 29 (??/??/92)  342.097  (m)         1122.36   (f) ADJ UNCH    2 0
 PL0113
 PL0113.Superseded values are not recommended for survey control.
 PL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0113.See file dsdata.txt to determine how the superseded data were derived.
 PL0113
 PL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP768886(NAD 83)
 PL0113_MARKER: DB = BENCH MARK DISK
 PL0113_SETTING: 0 = UNSPECIFIED SETTING
 PL0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0113+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0113
 PL0113  HISTORY     - Date     Condition        Report By
 PL0113  HISTORY     - UNK      MONUMENTED       CGS
 PL0113  HISTORY     - 1954     GOOD             NGS
 PL0113  HISTORY     - 1976     GOOD             NGS
 PL0113  HISTORY     - 20010927 GOOD             USPSQD
 PL0113
 PL0113                          STATION DESCRIPTION
 PL0113
 PL0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PL0113'1.8 MI N FROM LONG LAKE.
 PL0113'8.2 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE JUNCTION WITH
 PL0113'STATE HIGHWAY 61 AT HARRISON, 127 FEET NORTH AND 57 FEET WEST OF
 PL0113'INTERSECTION OF Y-ROAD NORTH AND U.S. HIGHWAY 27 NORTHEAST,
 PL0113'NEAR COR. OF SECS 9, 10, 15 AND 16, T. 20 N., R. 4 W., 2 FEET
 PL0113'NORTH AND 3 FEET WEST OF POWER POLE, 6 INCHES EAST OF A NORTH-SOUTH
 PL0113'FENCE LINE, ABOUT 1 FOOT LOWER THAN THE ROAD.
 PL0113
 PL0113                          STATION RECOVERY (1976)
 PL0113
 PL0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0113'8.2 MILES NORTH ON OLD HIGHWAY 27 FROM ITS JUNCTION WITH STATE
 PL0113'HIGHWAY 61, AT A ROAD FORK, 61 FEET WEST OF THE CENTER OF OLD HIGHWAY
 PL0113'27, 57 FEET SOUTH OF THE NORTH END OF A FENCE AND 0.5 FEET EAST OF
 PL0113'THE FENCE. IT IS SOUTHEAST OF A CONCRETE BLOCK GARAGE. A WITNESS POST
 PL0113'WAS SET 1 FOOT EAST OF MARK AND A ROD DRIVEN BESIDE IT.
 PL0113
 PL0113                          STATION RECOVERY (2001)
 PL0113
 PL0113'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0244 ***********************************************************************
 OK0244  DESIGNATION -  G 92
 OK0244  PID         -  OK0244
 OK0244  STATE/COUNTY-  MI/OSCEOLA
 OK0244  USGS QUAD   -  
 OK0244
 OK0244                         *CURRENT SURVEY CONTROL
 OK0244  ___________________________________________________________________
 OK0244* NAD 83(1986)-  43 52 46.     (N)    085 06 34.     (W)     SCALED    
 OK0244* NAVD 88     -       315.105  (meters)    1033.81   (feet)  ADJUSTED  
 OK0244  ___________________________________________________________________
 OK0244  GEOID HEIGHT-         -32.82  (meters)                     GEOID03
 OK0244  DYNAMIC HT  -         315.056 (meters)    1033.65  (feet)  COMP
 OK0244  MODELED GRAV-     980,454.1   (mgal)                       NAVD 88
 OK0244
 OK0244  VERT ORDER  -  SECOND    CLASS 0
 OK0244
 OK0244.The horizontal coordinates were scaled from a topographic map and have
 OK0244.an estimated accuracy of +/- 6 seconds.
 OK0244
 OK0244.The orthometric height was determined by differential leveling
 OK0244.and adjusted by the National Geodetic Survey in June 1991..
 OK0244
 OK0244.The geoid height was determined by GEOID03.
 OK0244
 OK0244.The dynamic height is computed by dividing the NAVD 88
 OK0244.geopotential number by the normal gravity value computed on the
 OK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0244.degrees latitude (g = 980.6199 gals.).
 OK0244
 OK0244.The modeled gravity was interpolated from observed gravity values.
 OK0244
 OK0244;                    North         East    Units  Estimated Accuracy
 OK0244;SPC MI C     -    62,810.    5,940,300.      MT  (+/- 180 meters Scaled)
 OK0244
 OK0244                          SUPERSEDED SURVEY CONTROL
 OK0244
 OK0244  NGVD 29 (??/??/92)  315.221  (m)         1034.19   (f) ADJ UNCH    2 0
 OK0244
 OK0244.Superseded values are not recommended for survey control.
 OK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0244.See file dsdata.txt to determine how the superseded data were derived.
 OK0244
 OK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP518602(NAD 83)
 OK0244_MARKER: DB = BENCH MARK DISK
 OK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0244_STAMPING: G 92 1934
 OK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0244+STABILITY: SURFACE MOTION
 OK0244
 OK0244  HISTORY     - Date     Condition        Report By
 OK0244  HISTORY     - 1934     MONUMENTED       CGS
 OK0244  HISTORY     - 1979     MARK NOT FOUND   USGS
 OK0244  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 OK0244  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0244
 OK0244                          STATION DESCRIPTION
 OK0244
 OK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0244'4.1 MI E FROM SEARS.
 OK0244'4.1 MILES EAST ALONG THE CHEASPEAKE AND OHIO RAILWAY FROM THE
 OK0244'STATION AT SEARS, AT THE SIDING AT CHIPPEWA, 32.3 FEET SOUTH
 OK0244'OF THE SOUTH RAIL OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES
 OK0244'AND 3.5 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0244'STAMPED G 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0244
 OK0244                          STATION RECOVERY (1979)
 OK0244
 OK0244'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OK0244'MARK NOT FOUND.
 OK0244
 OK0244                          STATION RECOVERY (1994)
 OK0244
 OK0244'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0244'MARK NOT FOUND.
 OK0244
 OK0244                          STATION RECOVERY (2001)
 OK0244
 OK0244'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0042 ***********************************************************************
 OK0042  DESIGNATION -  G 93
 OK0042  PID         -  OK0042
 OK0042  STATE/COUNTY-  MI/GLADWIN
 OK0042  USGS QUAD   -  GLADWIN (1969)
 OK0042
 OK0042                         *CURRENT SURVEY CONTROL
 OK0042  ___________________________________________________________________
 OK0042* NAD 83(1986)-  43 58 49.     (N)    084 28 47.     (W)     SCALED    
 OK0042* NAVD 88     -       238.947  (meters)     783.95   (feet)  ADJUSTED  
 OK0042  ___________________________________________________________________
 OK0042  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OK0042  DYNAMIC HT  -         238.906 (meters)     783.81  (feet)  COMP
 OK0042  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 OK0042
 OK0042  VERT ORDER  -  SECOND    CLASS 0
 OK0042
 OK0042.The horizontal coordinates were scaled from a topographic map and have
 OK0042.an estimated accuracy of +/- 6 seconds.
 OK0042
 OK0042.The orthometric height was determined by differential leveling
 OK0042.and adjusted by the National Geodetic Survey in June 1991..
 OK0042
 OK0042.The geoid height was determined by GEOID03.
 OK0042
 OK0042.The dynamic height is computed by dividing the NAVD 88
 OK0042.geopotential number by the normal gravity value computed on the
 OK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0042.degrees latitude (g = 980.6199 gals.).
 OK0042
 OK0042.The modeled gravity was interpolated from observed gravity values.
 OK0042
 OK0042;                    North         East    Units  Estimated Accuracy
 OK0042;SPC MI C     -    73,750.    5,990,930.      MT  (+/- 180 meters Scaled)
 OK0042
 OK0042                          SUPERSEDED SURVEY CONTROL
 OK0042
 OK0042  NGVD 29 (??/??/92)  239.102  (m)          784.45   (f) ADJ UNCH    2 0
 OK0042
 OK0042.Superseded values are not recommended for survey control.
 OK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0042.See file dsdata.txt to determine how the superseded data were derived.
 OK0042
 OK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP021727(NAD 83)
 OK0042_MARKER: DB = BENCH MARK DISK
 OK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0042_STAMPING: G 93 1934
 OK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0042+STABILITY: SURFACE MOTION
 OK0042
 OK0042  HISTORY     - Date     Condition        Report By
 OK0042  HISTORY     - 1934     MONUMENTED       CGS
 OK0042  HISTORY     - 1942     POOR             NGS
 OK0042  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0042
 OK0042                          STATION DESCRIPTION
 OK0042
 OK0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OK0042'AT GLADWIN.
 OK0042'AT GLADWIN, GLADWIN COUNTY, 0.3 MILE EAST ALONG STATE HIGHWAY
 OK0042'61 FROM THE POST OFFICE, 100 FEET SOUTH OF THE MICHIGAN CENTRAL
 OK0042'RAILROAD STATION, 37 FEET WEST OF THE WEST RAIL OF THE MAIN
 OK0042'TRACK, 24.2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OK0042'LEVEL WITH THE ROADWAY.  A STANDARD DISK, STAMPED G 93 1934 AND
 OK0042'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THAT THE MARK WAS
 OK0042'STRUCK BY A TRUCK OR AUTOMOBILE AND WAS LEANING.
 OK0042
 OK0042                          STATION RECOVERY (1998)
 OK0042
 OK0042'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0047 ***********************************************************************
 OL0047  DESIGNATION -  G 96
 OL0047  PID         -  OL0047
 OL0047  STATE/COUNTY-  MI/MUSKEGON
 OL0047  USGS QUAD   -  HOLTON (1985)
 OL0047
 OL0047                         *CURRENT SURVEY CONTROL
 OL0047  ___________________________________________________________________
 OL0047* NAD 83(1994)-  43 25 59.27034(N)    086 02 21.51013(W)     ADJUSTED  
 OL0047* NAVD 88     -       228.286  (meters)     748.97   (feet)  ADJUSTED  
 OL0047  ___________________________________________________________________
 OL0047  X           -     320,435.288 (meters)                     COMP
 OL0047  Y           -  -4,628,064.463 (meters)                     COMP
 OL0047  Z           -   4,362,703.315 (meters)                     COMP
 OL0047  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 OL0047  ELLIP HEIGHT-         194.27  (meters)          (07/17/02) GPS OBS
 OL0047  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 OL0047  DYNAMIC HT  -         228.239 (meters)     748.81  (feet)  COMP
 OL0047  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 OL0047
 OL0047  HORZ ORDER  -  FIRST
 OL0047  VERT ORDER  -  SECOND    CLASS 0
 OL0047  ELLP ORDER  -  FOURTH    CLASS I
 OL0047
 OL0047.The horizontal coordinates were established by GPS observations
 OL0047.and adjusted by the National Geodetic Survey in February 1997..
 OL0047
 OL0047.The orthometric height was determined by differential leveling
 OL0047.and adjusted by the National Geodetic Survey in June 1991..
 OL0047
 OL0047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0047
 OL0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0047
 OL0047.The ellipsoidal height was determined by GPS observations
 OL0047.and is referenced to NAD 83.
 OL0047
 OL0047.The geoid height was determined by GEOID03.
 OL0047
 OL0047.The dynamic height is computed by dividing the NAVD 88
 OL0047.geopotential number by the normal gravity value computed on the
 OL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0047.degrees latitude (g = 980.6199 gals.).
 OL0047
 OL0047.The modeled gravity was interpolated from observed gravity values.
 OL0047
 OL0047;                    North         East     Units Scale Factor Converg.
 OL0047;SPC MI S     -   216,077.633 3,864,588.420   MT  0.99995261   -1 08 17.8
 OL0047;SPC MI S     -   708,916.12 12,679,095.87   iFT  0.99995261   -1 08 17.8
 OL0047;UTM  16      - 4,809,363.216   577,752.335   MT  0.99967436   +0 39 37.9
 OL0047
 OL0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0047!SPC MI S     -   0.99996954  x   0.99995261  =   0.99992215
 OL0047!UTM  16      -   0.99996954  x   0.99967436  =   0.99964391
 OL0047
 OL0047                          SUPERSEDED SURVEY CONTROL
 OL0047
 OL0047  ELLIP H (02/03/97)  194.31   (m)                       GP(       ) 4 1
 OL0047  NAD 83(1986)-  43 25 59.27315(N)    086 02 21.52105(W) AD(       ) 1
 OL0047  NAVD 88 (01/22/93)  228.29   (m)          749.0    (f) LEVELING    3  
 OL0047  NGVD 29 (??/??/92)  228.403  (m)          749.35   (f) ADJ UNCH    2 0
 OL0047
 OL0047.Superseded values are not recommended for survey control.
 OL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0047.See file dsdata.txt to determine how the superseded data were derived.
 OL0047
 OL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7775209363(NAD 83)
 OL0047_MARKER: DB = BENCH MARK DISK
 OL0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0047_SP_SET: CONCRETE POST
 OL0047_STAMPING: G 96 1934
 OL0047_MARK LOGO: CGS   
 OL0047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0047+STABILITY: SURFACE MOTION
 OL0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0047+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004
 OL0047
 OL0047  HISTORY     - Date     Condition        Report By
 OL0047  HISTORY     - 1934     MONUMENTED       CGS
 OL0047  HISTORY     - 1984     GOOD             NGS
 OL0047  HISTORY     - 1987     GOOD             USPSQD
 OL0047  HISTORY     - 19910530 GOOD             USFS
 OL0047  HISTORY     - 20031004 GOOD             JCLS
 OL0047  HISTORY     - 20040902 GOOD             WOOLPT
 OL0047
 OL0047                          STATION DESCRIPTION
 OL0047
 OL0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0047'AT BRUNSWICK.
 OL0047'AT BRUNSWICK, MUSKEGON COUNTY, 68 FEET EAST OF THE EAST CORNER
 OL0047'OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 70.4 FEET SOUTHWEST
 OL0047'OF THE SOUTHWEST FACE OF THE GENERAL STORE, AT A ROAD CROSSING,
 OL0047'32 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 33.6 FEET
 OL0047'SOUTHEAST OF THE SOUTHEAST RAIL, AND LEVEL WITH THE TOP OF THE
 OL0047'RAIL.  A STANDARD DISK, STAMPED G 96 1934 AND SET IN THE TOP
 OL0047'OF A CONCRETE POST.
 OL0047
 OL0047                          STATION RECOVERY (1984)
 OL0047
 OL0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0047'NEW DESC: MARK IS LOCATED ACROSS THE STATE HIGHWAY 120 FROM THE POST
 OL0047'OFFICE AND FREDERICKS COUNTY MARKET IN BRUNSWICKS.
 OL0047
 OL0047                          STATION RECOVERY (1987)
 OL0047
 OL0047'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0047'RECOVERED IN GOOD CONDITION.
 OL0047
 OL0047                          STATION RECOVERY (1991)
 OL0047
 OL0047'RECOVERY NOTE BY US FOREST SERVICE 1991
 OL0047'IN BRUNSWICK, 35 FT (10.7 M) SOUTHEAST OF THE CENTERLINE OF THE
 OL0047'EXISTING R.R. TRACKS, 30 FT (9.1 M) WEST OF THE CENTERLINE OF M-120, 1
 OL0047'FT (0.3 M) EAST OF A 14 INCH POWER POLE AND FIBERGLASS SURVEY MARKER
 OL0047'POST, MAP POSITION IS NEAR THE EAST 1/4 CORNER OF SECTION 13 T12N
 OL0047'R15W.  THE RAILWAY STATION AND GENERAL STORE FROM THE 1934 DESCRIPTION
 OL0047'ARE BOTH GONE.  STATION CONSISTS OF A STANDARD 3 1/2 INCH DISK SET
 OL0047'INTO THE TOP OF A 6 INCH SQUARE CONCRETE POST, PROJECTING 1 INCH ABOVE
 OL0047'GROUND.  THERE IS NO REFERENCE TO ANY UNDERGROUND MARK IN THE ORIGINAL
 OL0047'DESCRIPTION.
 OL0047
 OL0047                          STATION RECOVERY (2003)
 OL0047
 OL0047'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OL0047'RECOVERED IN GOOD CONDITION.
 OL0047
 OL0047                          STATION RECOVERY (2004)
 OL0047
 OL0047'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RLS)
 OL0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0391 ***********************************************************************
 OK0391  DESIGNATION -  G 97
 OK0391  PID         -  OK0391
 OK0391  STATE/COUNTY-  MI/KENT
 OK0391  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0391
 OK0391                         *CURRENT SURVEY CONTROL
 OK0391  ___________________________________________________________________
 OK0391* NAD 83(1986)-  43 04 20.     (N)    085 41 02.     (W)     SCALED    
 OK0391* NAVD 88     -       228.845  (meters)     750.80   (feet)  ADJUSTED  
 OK0391  ___________________________________________________________________
 OK0391  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OK0391  DYNAMIC HT  -         228.788 (meters)     750.62  (feet)  COMP
 OK0391  MODELED GRAV-     980,364.9   (mgal)                       NAVD 88
 OK0391
 OK0391  VERT ORDER  -  SECOND    CLASS 0
 OK0391
 OK0391.The horizontal coordinates were scaled from a topographic map and have
 OK0391.an estimated accuracy of +/- 6 seconds.
 OK0391
 OK0391.The orthometric height was determined by differential leveling
 OK0391.and adjusted by the National Geodetic Survey in June 1991..
 OK0391
 OK0391.The geoid height was determined by GEOID03.
 OK0391
 OK0391.The dynamic height is computed by dividing the NAVD 88
 OK0391.geopotential number by the normal gravity value computed on the
 OK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0391.degrees latitude (g = 980.6199 gals.).
 OK0391
 OK0391.The modeled gravity was interpolated from observed gravity values.
 OK0391
 OK0391;                    North         East    Units  Estimated Accuracy
 OK0391;SPC MI S     -   175,480.    3,892,730.      MT  (+/- 180 meters Scaled)
 OK0391
 OK0391                          SUPERSEDED SURVEY CONTROL
 OK0391
 OK0391  NGVD 29 (??/??/92)  228.980  (m)          751.25   (f) ADJ UNCH    2 0
 OK0391
 OK0391.Superseded values are not recommended for survey control.
 OK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0391.See file dsdata.txt to determine how the superseded data were derived.
 OK0391
 OK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN071696(NAD 83)
 OK0391_MARKER: DB = BENCH MARK DISK
 OK0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0391_STAMPING: G 97 1934
 OK0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0391+STABILITY: SURFACE MOTION
 OK0391
 OK0391  HISTORY     - Date     Condition        Report By
 OK0391  HISTORY     - 1934     MONUMENTED       CGS
 OK0391  HISTORY     - 1934     GOOD             NGS
 OK0391  HISTORY     - 1983     GOOD             USPSQD
 OK0391  HISTORY     - 20010615 MARK NOT FOUND   LOCENG
 OK0391
 OK0391                          STATION DESCRIPTION
 OK0391
 OK0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0391'AT ALPINE.
 OK0391'AT ALPINE, KENT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0391'63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT
 OK0391'A GRAVEL-ROAD CROSSING, 44 YARDS SOUTH OF THE CENTERLINE OF THE
 OK0391'ROAD, 39 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3 FEET
 OK0391'EAST OF A FENCE LINE, AND LEVEL WITH THE TOP OF THE RAIL.  A
 OK0391'STANDARD DISK, STAMPED G 97 1934 AND SET IN THE TOP OF A CONCRETE
 OK0391'POST PROJECTING 5 INCHES ABOVE GROUND.
 OK0391
 OK0391                          STATION RECOVERY (1983)
 OK0391
 OK0391'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0391'RECOVERED IN GOOD CONDITION.
 OK0391
 OK0391                          STATION RECOVERY (2001)
 OK0391
 OK0391'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 OK0391'MARK MAY STILL EXIST BUT APPEARS TO BE BURIED UNDER TRASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0710 ***********************************************************************
 NF0710  DESIGNATION -  G 99
 NF0710  PID         -  NF0710
 NF0710  STATE/COUNTY-  MI/KENT
 NF0710  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0710
 NF0710                         *CURRENT SURVEY CONTROL
 NF0710  ___________________________________________________________________
 NF0710* NAD 83(1986)-  42 55 54.     (N)    085 43 26.     (W)     SCALED    
 NF0710* NAVD 88     -       183.962  (meters)     603.55   (feet)  ADJUSTED  
 NF0710  ___________________________________________________________________
 NF0710  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0710  DYNAMIC HT  -         183.915 (meters)     603.39  (feet)  COMP
 NF0710  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 NF0710
 NF0710  VERT ORDER  -  SECOND    CLASS 0
 NF0710
 NF0710.The horizontal coordinates were scaled from a topographic map and have
 NF0710.an estimated accuracy of +/- 6 seconds.
 NF0710
 NF0710.The orthometric height was determined by differential leveling
 NF0710.and adjusted by the National Geodetic Survey in June 1991..
 NF0710
 NF0710.The geoid height was determined by GEOID03.
 NF0710
 NF0710.The dynamic height is computed by dividing the NAVD 88
 NF0710.geopotential number by the normal gravity value computed on the
 NF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0710.degrees latitude (g = 980.6199 gals.).
 NF0710
 NF0710.The modeled gravity was interpolated from observed gravity values.
 NF0710
 NF0710;                    North         East    Units  Estimated Accuracy
 NF0710;SPC MI S     -   159,920.    3,889,220.      MT  (+/- 180 meters Scaled)
 NF0710
 NF0710                          SUPERSEDED SURVEY CONTROL
 NF0710
 NF0710  NGVD 29 (??/??/92)  184.103  (m)          604.01   (f) ADJ UNCH    2 0
 NF0710
 NF0710.Superseded values are not recommended for survey control.
 NF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0710.See file dsdata.txt to determine how the superseded data were derived.
 NF0710
 NF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN041540(NAD 83)
 NF0710_MARKER: DB = BENCH MARK DISK
 NF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0710_STAMPING: G 99 1934
 NF0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0710+STABILITY: SURFACE MOTION
 NF0710
 NF0710  HISTORY     - Date     Condition        Report By
 NF0710  HISTORY     - 1934     MONUMENTED       CGS
 NF0710  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0710
 NF0710                          STATION DESCRIPTION
 NF0710
 NF0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0710'2.9 MI SW FROM GRAND RAPIDS.
 NF0710'2.9 MILES SOUTHWEST ALONG THE PERE MARQUETTE DISTRICT OF THE
 NF0710'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT GRAND RAPIDS,
 NF0710'KENT COUNTY, 30 YARDS SOUTH OF LAMAR TOWER, IN THE SOUTHEAST ANGLE
 NF0710'OF THE JUNCTION OF THE MICHIGAN CENTRAL RAILROAD, 34.5 FEET EAST
 NF0710'OF THE EAST RAIL OF THE MICHIGAN RAILROAD TRACK, AND 1-1/2 FEET
 NF0710'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED G 99
 NF0710'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0710
 NF0710                          STATION RECOVERY (1983)
 NF0710
 NF0710'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0710'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0080 ***********************************************************************
 NE0080  DESIGNATION -  G T R
 NE0080  PID         -  NE0080
 NE0080  STATE/COUNTY-  MI/ST CLAIR
 NE0080  USGS QUAD   -  PORT HURON (1991)
 NE0080
 NE0080                         *CURRENT SURVEY CONTROL
 NE0080  ___________________________________________________________________
 NE0080* NAD 83(1986)-  42 59 49.     (N)    082 25 36.     (W)     SCALED    
 NE0080* NAVD 88     -       178.887  (meters)     586.90   (feet)  ADJUSTED  
 NE0080  ___________________________________________________________________
 NE0080  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0080  DYNAMIC HT  -         178.843 (meters)     586.75  (feet)  COMP
 NE0080  MODELED GRAV-     980,371.0   (mgal)                       NAVD 88
 NE0080
 NE0080  VERT ORDER  -  FIRST     CLASS 0
 NE0080
 NE0080.The horizontal coordinates were scaled from a topographic map and have
 NE0080.an estimated accuracy of +/- 6 seconds.
 NE0080
 NE0080.The orthometric height was determined by differential leveling
 NE0080.and adjusted by the National Geodetic Survey in June 1991..
 NE0080
 NE0080.The geoid height was determined by GEOID03.
 NE0080
 NE0080.The dynamic height is computed by dividing the NAVD 88
 NE0080.geopotential number by the normal gravity value computed on the
 NE0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0080.degrees latitude (g = 980.6199 gals.).
 NE0080
 NE0080.The modeled gravity was interpolated from observed gravity values.
 NE0080
 NE0080;                    North         East    Units  Estimated Accuracy
 NE0080;SPC MI S     -   168,100.    4,158,170.      MT  (+/- 180 meters Scaled)
 NE0080
 NE0080                          SUPERSEDED SURVEY CONTROL
 NE0080
 NE0080  NGVD 29 (??/??/92)  179.003  (m)          587.28   (f) ADJ UNCH    1 0
 NE0080
 NE0080.Superseded values are not recommended for survey control.
 NE0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0080.See file dsdata.txt to determine how the superseded data were derived.
 NE0080
 NE0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH837614(NAD 83)
 NE0080_MARKER: Z = SEE DESCRIPTION
 NE0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0080+STABILITY: SURFACE MOTION
 NE0080
 NE0080  HISTORY     - Date     Condition        Report By
 NE0080  HISTORY     - 1924     MONUMENTED       USLS
 NE0080  HISTORY     - 1970     GOOD             USLS
 NE0080  HISTORY     - 19940514 MARK NOT FOUND   USPSQD
 NE0080  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0080  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0080
 NE0080                          STATION DESCRIPTION
 NE0080
 NE0080'DESCRIBED BY US LAKE SURVEY 1970
 NE0080'AT PORT HURON.
 NE0080'GTR IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, WEST OF INNER END
 NE0080'OF OLD FERRY SLIP, ON PROPERTY OF THE PEERLESS CEMENT CORPORATION,
 NE0080'149 FEET SOUTHEAST OF SOUTH CORNER OF THE SHEET METAL CLAY
 NE0080'MILL BUILDING, 106.7 FEET NORTHEAST OF A UTILITY POLE, 46.8
 NE0080'FEET SOUTHEAST OF ANOTHER POLE, 37.7 FEET NORTHEAST OF SOUTHEAST
 NE0080'CORNER OF CONCRETE DRIVEWAY AT THE RAILROAD TRACKS, 34.5 FEET
 NE0080'SOUTH OF SOUTH END OF A RAILROAD SWITCH STAND, 5.3 FEET EAST
 NE0080'OF EAST FACE OF MOST EASTERLY RAILROAD RAIL, 1-1/2 FEET BELOW
 NE0080'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF BRASS PIN
 NE0080'SET INTO TOP OF A CONCRETE POST.  (MARKED USBM.)  NOTE--PREV.
 NE0080'DESIG. BM GTR 1924.
 NE0080
 NE0080                          STATION RECOVERY (1994)
 NE0080
 NE0080'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0080'MARK NOT FOUND.
 NE0080
 NE0080                          STATION RECOVERY (1995)
 NE0080
 NE0080'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0080'MARK NOT FOUND.
 NE0080
 NE0080                          STATION RECOVERY (1997)
 NE0080
 NE0080'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0278 ***********************************************************************
 PM0278  DESIGNATION -  GAGING STATION USGS
 PM0278  PID         -  PM0278
 PM0278  STATE/COUNTY-  MI/MASON
 PM0278  USGS QUAD   -  
 PM0278
 PM0278                         *CURRENT SURVEY CONTROL
 PM0278  ___________________________________________________________________
 PM0278* NAD 83(1986)-  44 07 14.     (N)    086 16 44.     (W)     SCALED    
 PM0278* NAVD 88     -       190.118  (meters)     623.75   (feet)  ADJUSTED  
 PM0278  ___________________________________________________________________
 PM0278  GEOID HEIGHT-         -35.02  (meters)                     GEOID03
 PM0278  DYNAMIC HT  -         190.089 (meters)     623.65  (feet)  COMP
 PM0278  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 PM0278
 PM0278  VERT ORDER  -  FIRST     CLASS II
 PM0278
 PM0278.The horizontal coordinates were scaled from a topographic map and have
 PM0278.an estimated accuracy of +/- 6 seconds.
 PM0278
 PM0278.The orthometric height was determined by differential leveling
 PM0278.and adjusted by the National Geodetic Survey in June 1991..
 PM0278
 PM0278.The geoid height was determined by GEOID03.
 PM0278
 PM0278.The dynamic height is computed by dividing the NAVD 88
 PM0278.geopotential number by the normal gravity value computed on the
 PM0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0278.degrees latitude (g = 980.6199 gals.).
 PM0278
 PM0278.The modeled gravity was interpolated from observed gravity values.
 PM0278
 PM0278;                    North         East    Units  Estimated Accuracy
 PM0278;SPC MI C     -    91,140.    5,846,950.      MT  (+/- 180 meters Scaled)
 PM0278
 PM0278                          SUPERSEDED SURVEY CONTROL
 PM0278
 PM0278.No superseded survey control is available for this station.
 PM0278
 PM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP576855(NAD 83)
 PM0278_MARKER: DD = SURVEY DISK
 PM0278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PM0278_SP_SET: BRIDGE HEADWALL
 PM0278_MARK LOGO: USGS  
 PM0278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0278+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 PM0278
 PM0278  HISTORY     - Date     Condition        Report By
 PM0278  HISTORY     - UNK      MONUMENTED       USGS
 PM0278  HISTORY     - 1984     GOOD             NGS
 PM0278  HISTORY     - 20010815 GOOD             NGS
 PM0278  HISTORY     - 20040423 GOOD             USPSQD
 PM0278
 PM0278                          STATION DESCRIPTION
 PM0278
 PM0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0278'15.6 KM (9.65 MI) SOUTH FROM MANISTEE.
 PM0278'15.6 KM (9.65 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE IN
 PM0278'MANISTEE, 0.91 METER (2.98 FT) EAST OF THE WEST END OF THE NORTH
 PM0278'CONCRETE ABUTMENT OF THE BRIDGE OVER THE GROAT SAUBLE RIVER, THE DISK
 PM0278'IS SET IN TOP OF THE THIRD STEP OF THE HEADWALL.  AN UNSTAMPED U.S.
 PM0278'GEOLOGICAL GAGING STATION REFERENCE MARK DISK, 10.8 METERS (35.5 FT)
 PM0278'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.6 METERS (11.8 FT) WEST
 PM0278'OF A METAL GUARDRAIL.
 PM0278'THE MARK IS 0.31 M BELOW HIGHWAY SURFACE.
 PM0278
 PM0278                          STATION RECOVERY (2001)
 PM0278
 PM0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0278'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0278
 PM0278                          STATION RECOVERY (2004)
 PM0278
 PM0278'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1227 ***********************************************************************
 RJ1227  DESIGNATION -  GAGNON
 RJ1227  PID         -  RJ1227
 RJ1227  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ1227  USGS QUAD   -  GERMFASK (1972)
 RJ1227
 RJ1227                         *CURRENT SURVEY CONTROL
 RJ1227  ___________________________________________________________________
 RJ1227* NAD 83(1994)-  46 13 00.51089(N)    085 53 22.22958(W)     ADJUSTED  
 RJ1227* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 RJ1227  ___________________________________________________________________
 RJ1227  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 RJ1227  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 RJ1227
 RJ1227  HORZ ORDER  -  SECOND
 RJ1227
 RJ1227.The horizontal coordinates were established by classical geodetic methods
 RJ1227.and adjusted by the National Geodetic Survey in February 1997..
 RJ1227
 RJ1227.The orthometric height was scaled from a topographic map.
 RJ1227
 RJ1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1227
 RJ1227.The geoid height was determined by GEOID03.
 RJ1227
 RJ1227;                    North         East     Units Scale Factor Converg.
 RJ1227;SPC MI N     -   159,922.221 8,085,674.687   MT  0.99990355   +0 48 09.5
 RJ1227;SPC MI N     -   524,679.20 26,527,804.09   iFT  0.99990355   +0 48 09.5
 RJ1227;UTM  16      - 5,118,736.163   585,651.260   MT  0.99969018   +0 48 06.4
 RJ1227
 RJ1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1227!SPC MI N     -   0.99996960  x   0.99990355  =   0.99987315
 RJ1227!UTM  16      -   0.99996960  x   0.99969018  =   0.99965979
 RJ1227
 RJ1227|---------------------------------------------------------------------|
 RJ1227| PID    Reference Object                     Distance      Geod. Az  |
 RJ1227|                                                           dddmmss.s |
 RJ1227| CH1162 GAGNON RM 2                          31.919 METERS 00201     |
 RJ1227| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX.12.9 KM 1700434.0 |
 RJ1227| CH1161 GAGNON RM 1                          33.586 METERS 18047     |
 RJ1227| CH1160 GAGNON AZ MK                                       2625038.1 |
 RJ1227| RJ1230 SENEY NATL WILDLIFE REFUGE LOT      APPROX. 9.2 KM 3311036.4 |
 RJ1227|---------------------------------------------------------------------|
 RJ1227
 RJ1227                          SUPERSEDED SURVEY CONTROL
 RJ1227
 RJ1227  NAD 83(1986)-  46 13 00.50478(N)    085 53 22.22686(W) AD(       ) 2
 RJ1227  NAD 27      -  46 13 00.57278(N)    085 53 21.76924(W) AD(       ) 2
 RJ1227
 RJ1227.Superseded values are not recommended for survey control.
 RJ1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1227.See file dsdata.txt to determine how the superseded data were derived.
 RJ1227
 RJ1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8565118736(NAD 83)
 RJ1227_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1227_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1227
 RJ1227  HISTORY     - Date     Condition        Report By
 RJ1227  HISTORY     - 1965     MONUMENTED       CGS
 RJ1227  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ1227
 RJ1227                          STATION DESCRIPTION
 RJ1227
 RJ1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1227'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF GERMFASK, 6-1/2
 RJ1227'MILES WEST OF CURTIS, 7
 RJ1227'MILES NORTH OF BLANEY PARK, IN SECTION 11, T. 44 N., R. 13 W., AND ON
 RJ1227'PROPERTY OWNED BY MR. I. GAGNON.
 RJ1227'
 RJ1227'TO REACH THE STATION FROM THE POST OFFICE IN GERMFASK, GO SOUTH ON
 RJ1227'STATE HIGHWAY 77 FOR 2.2 MILES
 RJ1227'TO A CROSSROAD.  TURN LEFT AND GO EAST ON COUNTY ROAD 436 FOR 1.45
 RJ1227'MILES TO THE AZIMUTH MARK ON THE
 RJ1227'LEFT BY A POWER POLE.  CONTINUE AHEAD EAST ON COUNTY ROAD 436
 RJ1227'FOR 0.25 MILE TO A WIRE GATE AT A FIELD
 RJ1227'ENTRANCE ON THE LEFT.  TURN LEFT PASSING THROUGH
 RJ1227'THE WIRE GATE AND GO NORTHEAST ACROSS THE FIELD FOR 0.1
 RJ1227'MILE TO A NORTH-SOUTH WIRE FENCE AND
 RJ1227'THE STATION.
 RJ1227'
 RJ1227'STATION MARKS ARE STANDARD DISKS STAMPED GAGNON 1965.  THE SURFACE
 RJ1227'DISK IS SET IN A ROUND CONCRETE
 RJ1227'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 230 FEET NORTH OF THE CENTER
 RJ1227'OF COUNTY ROAD 436, 187 FEET NORTH
 RJ1227'OF A T-FENCE CORNER, 155 FEET SOUTH-SOUTHEAST OF A 20
 RJ1227'INCH ELM TREE, 5 FEET NORTHWEST OF A METAL WITNESS
 RJ1227'POST, AND 2 FEET WEST OF THE WIRE
 RJ1227'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1227'42 INCHES BELOW THE SURFACE OF THE
 RJ1227'GROUND.
 RJ1227'
 RJ1227'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GAGNON NO 1 1965, IS
 RJ1227'SET IN A ROUND CONCRETE
 RJ1227'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 120 FEET NORTH OF THE CENTER
 RJ1227'OF COUNTY ROAD 436, 76 FEET NORTH OF
 RJ1227'THE T-FENCE CORNER, AND 1 FOOT WEST OF THE WIRE FENCE.
 RJ1227'
 RJ1227'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GAGNON NO 2 1965, IS
 RJ1227'SET IN A ROUND CONCRETE
 RJ1227'MONUMENT WHICH PROJECTS 2 INCHES.  IT IS 55 FEET SOUTHEAST OF THE 20
 RJ1227'INCH ELM TREE, AND 1 FOOT WEST OF
 RJ1227'THE WIRE FENCE.
 RJ1227'
 RJ1227'AZIMUTH MARK, A STANDARD DISK STAMPED GAGNON 1965, IS SET IN A ROUND
 RJ1227'CONCRETE MONUMENT WHICH
 RJ1227'PROJECTS 6 INCHES.  IT IS 42 FEET NORTH OF THE CENTER OF COUNTY ROAD
 RJ1227'436, 3.5 FEET NORTHEAST OF A POWER
 RJ1227'POLE, 2.5 FEET SOUTH OF A WIRE FENCE, AND 2 FEET SOUTHEAST OF A METAL
 RJ1227'WITNESS POST.
 RJ1227'
 RJ1227'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1227
 RJ1227                          STATION RECOVERY (1971)
 RJ1227
 RJ1227'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1227'GAGNON AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1227'DISTANCES AND
 RJ1227'DIRECTIONS CHECKED O.K.
 RJ1227'ORIGINAL DESCRIPTION IS
 RJ1227'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1519 ***********************************************************************
 RL1519  DESIGNATION -  GAMME
 RL1519  PID         -  RL1519
 RL1519  STATE/COUNTY-  MI/MARQUETTE
 RL1519  USGS QUAD   -  MICHIGAMME (1956)
 RL1519
 RL1519                         *CURRENT SURVEY CONTROL
 RL1519  ___________________________________________________________________
 RL1519* NAD 83(1994)-  46 32 39.30499(N)    088 04 20.97605(W)     ADJUSTED  
 RL1519* NAVD 88     -       545.     (meters)    1788.     (feet)  SCALED    
 RL1519  ___________________________________________________________________
 RL1519  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 RL1519  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 RL1519
 RL1519  HORZ ORDER  -  SECOND
 RL1519
 RL1519.The horizontal coordinates were established by classical geodetic methods
 RL1519.and adjusted by the National Geodetic Survey in February 1997..
 RL1519
 RL1519.The orthometric height was scaled from a topographic map.
 RL1519
 RL1519.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1519
 RL1519.The geoid height was determined by GEOID03.
 RL1519
 RL1519;                    North         East     Units Scale Factor Converg.
 RL1519;SPC MI N     -   196,273.220 7,917,749.108   MT  0.99991303   -0 46 30.7
 RL1519;SPC MI N     -   643,941.01 25,976,867.15   iFT  0.99991303   -0 46 30.7
 RL1519;UTM  16      - 5,155,079.126   417,772.601   MT  0.99968311   -0 46 42.9
 RL1519
 RL1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1519!SPC MI N     -   0.99991979  x   0.99991303  =   0.99983283
 RL1519!UTM  16      -   0.99991979  x   0.99968311  =   0.99960293
 RL1519
 RL1519:                Primary Azimuth Mark                     Grid Az
 RL1519:SPC MI N     -  REPUBLIC                                 156 33 02.0
 RL1519:UTM  16      -  REPUBLIC                                 156 33 14.2
 RL1519
 RL1519|---------------------------------------------------------------------|
 RL1519| PID    Reference Object                     Distance      Geod. Az  |
 RL1519|                                                           dddmmss.s |
 RL1519| RK0574 REPUBLIC                            APPROX.17.6 KM 1554631.3 |
 RL1519| CJ2541 GAMME RM 1                            6.148 METERS 21657     |
 RL1519| CJ2540 GAMME AZ MK                                        2365707.7 |
 RL1519| CJ2542 GAMME RM 2                            8.590 METERS 33915     |
 RL1519|---------------------------------------------------------------------|
 RL1519
 RL1519                          SUPERSEDED SURVEY CONTROL
 RL1519
 RL1519  NAD 83(1986)-  46 32 39.29889(N)    088 04 20.96958(W) AD(       ) 2
 RL1519  NAD 27      -  46 32 39.53400(N)    088 04 20.47700(W) AD(       ) 2
 RL1519
 RL1519.Superseded values are not recommended for survey control.
 RL1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1519.See file dsdata.txt to determine how the superseded data were derived.
 RL1519
 RL1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1777355079(NAD 83)
 RL1519_MARKER: DS = TRIANGULATION STATION DISK
 RL1519_SETTING: 66 = SET IN ROCK OUTCROP
 RL1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1519+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1519
 RL1519  HISTORY     - Date     Condition        Report By
 RL1519  HISTORY     - 1955     MONUMENTED       CGS
 RL1519  HISTORY     - 20050919 GOOD             MIDT
 RL1519
 RL1519                          STATION DESCRIPTION
 RL1519
 RL1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RL1519'STATION IS LOCATED ABOUT 5.5 MILES WEST-NORTHWEST OF CHAMPION,
 RL1519'ABOUT 2 MILES EAST-NORTHEAST OF MICHIGAMME, AT THE SOUTH EDGE OF
 RL1519'THE TOP OF A STEEP ROCKY RIDGE WHICH IS APPROXIMATELY 0.05 MILE
 RL1519'NORTH OF U.S. HIGHWAY 41, AT A POINT NORTH OF THE NORTHMOST
 RL1519'BAY OF LAKE MICHIGAMME AND IN SEC. 21, T. 48 N, R. 30 W.
 RL1519'
 RL1519'TO REACH FROM THE RAILROAD DEPOT IN CHAMPION--GO WEST ON U.S.
 RL1519'HIGHWAY 41 AND STATE HIGHWAY 28 FOR 5.5 MILES TO A POINT WHERE
 RL1519'THE NORTH ONE OF TWO POWER LINES CROSS THE HIGHWAY, AND THE
 RL1519'SHORE LINE OF LAKE MICHIGAMME IS NEAR THE RAILROAD AND HIGHWAY.
 RL1519'HERE PACK NORTH TO TOP OF HILL AND STA.
 RL1519'
 RL1519'THE STATION MARK, A STANDARD DISK, STAMPED GAMME 1955, IS
 RL1519'CEMENTED IN A DRILL HOLE IN GRANITE OUTCROP FLUSH WITH THE
 RL1519'SURFACE.
 RL1519'
 RL1519'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED GAMME NO 1 1955, IS
 RL1519'CEMENTED IN A DRILL HOLE, FLUSH WITH THE SURFACE OF A GRANITE
 RL1519'OUTCROP APPROXIMATELY 3 FEET LOWER THAN THE STATION.
 RL1519'
 RL1519'THE AZIMUTH, A STANDARD DISK, STAMPED GAMME 1955, IS APPROXIMATELY
 RL1519'0.1 MILE SOUTH-SOUTHWEST OF THE STATION, 43.7 FEET SOUTH OF THE
 RL1519'SOUTH RAIL OF A RAILROAD TRACK, 8 FEET WEST OF A BOARD GATE, 3
 RL1519'FEET NORTH OF THE RIGHT-OF WAY FENCE AND 2.5 FEET WEST OF A WHITE
 RL1519'WITNESS POST.  THE MARK PROJECTS 8 INCHES.
 RL1519'
 RL1519'TO REACH AZIMUTH MARK FROM END OF TRUCK TRAVEL, CONTINUE WEST ON
 RL1519'U.S. HIGHWAY 41 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 RL1519'SOUTH ACROSS RAILROAD TO MARK.
 RL1519'
 RL1519'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RL1519
 RL1519                          STATION RECOVERY (2005)
 RL1519
 RL1519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RL1519'FOUND STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH
 RL1519'MARK.  USED LATITUDE AND LONGITUDE (ENTERED IN HANDHELD GPS) TO FIND
 RL1519'THE STATION MARK.  HANDHELD GPS LATITUDE AND LONGITUDE FOR AZIMUTH
 RL1519'MARK = N 46-32-32.3  W 088-04-36.8
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0072 ***********************************************************************
 RJ0072  DESIGNATION -  GARAGE
 RJ0072  PID         -  RJ0072
 RJ0072  STATE/COUNTY-  MI/CHIPPEWA
 RJ0072  USGS QUAD   -  PICKFORD SE (1975)
 RJ0072
 RJ0072                         *CURRENT SURVEY CONTROL
 RJ0072  ___________________________________________________________________
 RJ0072* NAD 83(1986)-  46 06 56.     (N)    084 15 34.     (W)     SCALED    
 RJ0072* NAVD 88     -       190.466  (meters)     624.89   (feet)  ADJUSTED  
 RJ0072  ___________________________________________________________________
 RJ0072  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 RJ0072  DYNAMIC HT  -         190.473 (meters)     624.91  (feet)  COMP
 RJ0072  MODELED GRAV-     980,645.3   (mgal)                       NAVD 88
 RJ0072
 RJ0072  VERT ORDER  -  FIRST     CLASS 0
 RJ0072
 RJ0072.The horizontal coordinates were scaled from a topographic map and have
 RJ0072.an estimated accuracy of +/- 6 seconds.
 RJ0072
 RJ0072.The orthometric height was determined by differential leveling
 RJ0072.and adjusted by the National Geodetic Survey in June 1991..
 RJ0072
 RJ0072.The geoid height was determined by GEOID03.
 RJ0072
 RJ0072.The dynamic height is computed by dividing the NAVD 88
 RJ0072.geopotential number by the normal gravity value computed on the
 RJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0072.degrees latitude (g = 980.6199 gals.).
 RJ0072
 RJ0072.The modeled gravity was interpolated from observed gravity values.
 RJ0072
 RJ0072;                    North         East    Units  Estimated Accuracy
 RJ0072;SPC MI N     -   151,730.    8,211,790.      MT  (+/- 180 meters Scaled)
 RJ0072
 RJ0072                          SUPERSEDED SURVEY CONTROL
 RJ0072
 RJ0072  NGVD 29 (??/??/92)  190.42   (m)          624.7    (f) COMPUTED    1 0
 RJ0072
 RJ0072.Superseded values are not recommended for survey control.
 RJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0072.See file dsdata.txt to determine how the superseded data were derived.
 RJ0072
 RJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS117105(NAD 83)
 RJ0072_MARKER: Z = SEE DESCRIPTION
 RJ0072_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0072+WITH SETTING: INTO GROUND
 RJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0072+STABILITY: SURFACE MOTION
 RJ0072
 RJ0072  HISTORY     - Date     Condition        Report By
 RJ0072  HISTORY     - 1956     MONUMENTED       RBNF
 RJ0072  HISTORY     - 1972     GOOD             USLS
 RJ0072  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0072
 RJ0072                          STATION DESCRIPTION
 RJ0072
 RJ0072'DESCRIBED BY US LAKE SURVEY 1972
 RJ0072'2.2 MI NW FROM STALWART.
 RJ0072'GARAGE IS IN CHIPPEWA COUNTY, MICHIGAN, 2.2 MILES WEST AND NORTH
 RJ0072'ALONG HIGHWAY M-48 FROM THE POST OFFICE AT STALWART, 140 FEET
 RJ0072'NORTHEAST OF THE NORTH END OF A CULVERT HEADWALL, 47 FEET EAST
 RJ0072'OF CENTERLINE OF HIGHWAY M-48, 20.0 FEET SOUTH OF UTILITY POLE
 RJ0072'NO. 324, 2.0 FEET NORTH OF NORTHWEST CORNER OF AN OLD GARAGE,
 RJ0072'1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 RJ0072'OF A 1-INCH DIAMETER IRON ROD, 10 FEET LONG.
 RJ0072
 RJ0072                          STATION RECOVERY (1983)
 RJ0072
 RJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0072'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0013 ***********************************************************************
 OJ0013  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0013  DESIGNATION -  GARDEN
 OJ0013  PID         -  OJ0013
 OJ0013  STATE/COUNTY-  MI/ST CLAIR
 OJ0013  USGS QUAD   -  LAKEPORT (1976)
 OJ0013
 OJ0013                         *CURRENT SURVEY CONTROL
 OJ0013  ___________________________________________________________________
 OJ0013* NAD 83(1986)-  43 00 22.     (N)    082 25 26.     (W)     SCALED    
 OJ0013* NAVD 88     -       178.842  (meters)     586.75   (feet)  ADJUSTED  
 OJ0013  ___________________________________________________________________
 OJ0013  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0013  DYNAMIC HT  -         178.799 (meters)     586.61  (feet)  COMP
 OJ0013  MODELED GRAV-     980,373.4   (mgal)                       NAVD 88
 OJ0013
 OJ0013  VERT ORDER  -  FIRST     CLASS 0
 OJ0013
 OJ0013.The horizontal coordinates were scaled from a topographic map and have
 OJ0013.an estimated accuracy of +/- 6 seconds.
 OJ0013
 OJ0013.The orthometric height was determined by differential leveling
 OJ0013.and adjusted by the National Geodetic Survey in June 1991..
 OJ0013
 OJ0013.This Tidal Bench Mark is designated as VM 13018
 OJ0013.by the Center for Operational Oceanographic Products and Services.
 OJ0013
 OJ0013.The geoid height was determined by GEOID03.
 OJ0013
 OJ0013.The dynamic height is computed by dividing the NAVD 88
 OJ0013.geopotential number by the normal gravity value computed on the
 OJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0013.degrees latitude (g = 980.6199 gals.).
 OJ0013
 OJ0013.The modeled gravity was interpolated from observed gravity values.
 OJ0013
 OJ0013;                    North         East    Units  Estimated Accuracy
 OJ0013;SPC MI S     -   169,120.    4,158,370.      MT  (+/- 180 meters Scaled)
 OJ0013
 OJ0013                          SUPERSEDED SURVEY CONTROL
 OJ0013
 OJ0013  NGVD 29 (??/??/??)  178.958  (m)          587.13   (f) ADJUSTED    1 0
 OJ0013
 OJ0013.Superseded values are not recommended for survey control.
 OJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0013.See file dsdata.txt to determine how the superseded data were derived.
 OJ0013
 OJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH839624(NAD 83)
 OJ0013_MARKER: B = BOLT
 OJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0013_PROJECTION: FLUSH
 OJ0013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0013+STABILITY: SURFACE MOTION
 OJ0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0013+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0013
 OJ0013  HISTORY     - Date     Condition        Report By
 OJ0013  HISTORY     - 1924     MONUMENTED       USLS
 OJ0013  HISTORY     - 1970     GOOD             USLS
 OJ0013  HISTORY     - 1980     GOOD             NGS
 OJ0013  HISTORY     - 19941019 GOOD             NOS
 OJ0013  HISTORY     - 19951021 GOOD             NOS
 OJ0013  HISTORY     - 20020505 GOOD             USPSQD
 OJ0013  HISTORY     - 20050804 GOOD             NGS
 OJ0013
 OJ0013                          STATION DESCRIPTION
 OJ0013
 OJ0013'DESCRIBED BY US LAKE SURVEY 1970
 OJ0013'AT PORT HURON.
 OJ0013'GARDEN IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, AT FORT
 OJ0013'GRATIOT LIGHTHOUSE, 138 FEET NORTH OF CENTERLINE OF THE COAST
 OJ0013'GUARD STATION ENTRANCE DRIVEWAY, 158.5 FEET WEST OF SOUTHWEST
 OJ0013'CORNER OF A YELLOW BRICK HOUSE NEAR THE LIGHT TOWER, 49.1 FEET
 OJ0013'EAST OF END OF CONCRETE WALL FLUSH WITH THE GROUND SURFACE WHICH
 OJ0013'IS APPROXMATELY 10 FEET FROM A CYCLONE FENCE ALONG THE PROPERTY
 OJ0013'LINE, 50.5 FEET SOUTH OF A LONE 14-INCH MAPLE, 41.7 FEET WEST
 OJ0013'OF WESTERLY OF 3 OAKS IN A LINE, 1/4-FOOT BELOW THE GROUND
 OJ0013'SURFACE, BEING HIGHEST POINT ON TOP OF A BRASS BOLT SET INTO
 OJ0013'TOP OF A 7-INCH DIAMETER CONCRETE POST, MARKED USBM.  BM GARDEN
 OJ0013'1924
 OJ0013
 OJ0013                          STATION RECOVERY (1980)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0013'IN PORT HURON, SOUTHEAST OF THE JUNCTION OF OMAR AND GARFIELD
 OJ0013'STREETS, ON THE PROPERTY OF THE U S COAST GUARD SET IN THE LAWN
 OJ0013'ABOUT 200 FEET NORTH OF THE HEADQUARTERS BUILDING,48.3 METERS
 OJ0013'(158.5 FEET) WEST OF THE SOUTHWEST CORNER OF A YELLOW BRICK HOUSE
 OJ0013'NEAR THE LIGHTHOUSE, 42.0 METERS (138.0 FEET) NORTH OF THE CENTER
 OJ0013'OF THE ENTRANCE TO THE COAST GUARD STATION, 15.4 METERS (50.5 FEET)
 OJ0013'SOUTH OF A LONE 24-INCH MAPLE TREE.
 OJ0013'THE MARK IS 0.06 M BELOW GROUND.
 OJ0013
 OJ0013                          STATION RECOVERY (1994)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0013'GARDEN IS AT PORT HURON, ST.  CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0013'JUNCTION OF OMAR AND GARFIELD STREETS, ON THE PROPERTY OF THE U S
 OJ0013'COAST GUARD SET IN THE LAWN ABOUT 61.0 METERS (200.1 FT) NORTH OF THE
 OJ0013'HEADQUARTERS BUILDING, 48.3 METERS (158.5 FT) WEST OF THE SOUTHWEST
 OJ0013'CORNER OF A YELLOW BRICK HOUSE NEAR THE LIGHTHOUSE, 42.0 METERS (137.8
 OJ0013'FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE COAST GUARD STATION,
 OJ0013'15.4 METERS (50.5 FT) SOUTH OF A LONE 24-INCH MAPLE TREE, 12.71 METERS
 OJ0013'(41.70 FT) WEST OF OAK TREE, 0.07 METER (0.23 FT) BELOW THE GROUND
 OJ0013'SURFACE, BEING HIGHEST POINT ON TO OF A BRASS BOLT SET INTO THE TOP OF
 OJ0013'A 7-INCH DIAMETER CONCETE POST WITH CHISLELED LETTERS USBM..
 OJ0013
 OJ0013                          STATION RECOVERY (1995)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0013'GARDEN IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, SOUTHEAST OF THE
 OJ0013'JUNCTION OF OMAR AND GARFIELD STREETS, ON THE PROPERTY OF THE U S
 OJ0013'COAST GUARD SET IN THE LAWN ABOUT 61.0 METERS (200.1 FT) NORTH OF THE
 OJ0013'HEADQUARTERS BUILDING, 48.3 METERS (158.5 FT) WEST OF THE SOUTHWEST
 OJ0013'CORNER OF A YELLOW BRICK HOUSE NEAR THE LIGHTHOUSE, 42.0 METERS (137.8
 OJ0013'FT) NORTH OF THE CENTER OF THE ENTRANCE TO THE COAST GUARD STATION,
 OJ0013'62.2 FT (19.0 M) EAST OF A CYCLONE FENCE AT THE INTERSECTION OF THE
 OJ0013'RETAINING WALL.60.3 FT WEST OF A 24 INCH OAK TREE FROM ITS CENTER.15.4
 OJ0013'METERS SOUTH OF A LONE 24-INCH MAPLE TREE, 48.6 FT (14.8 M) EAST PF A
 OJ0013'CONCRETE RETAINING WALL WHICH IS FLUSH WITH THE GROUND.  0.07 METER
 OJ0013'(0.23 FT) BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TO OF A
 OJ0013'BRASS BOLT SET INTO THE TOP OF A 7-INCH DIAMETER CONCETE POST WITH
 OJ0013'CHISLELED LETTERS USBM.
 OJ0013
 OJ0013                          STATION RECOVERY (2002)
 OJ0013
 OJ0013'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 OJ0013'MARK IS IDENTIFIED WITH AN ORANGE MARKER.
 OJ0013
 OJ0013                          STATION RECOVERY (2005)
 OJ0013
 OJ0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0003 ***********************************************************************
 RJ0003  DESIGNATION -  GARDEN
 RJ0003  PID         -  RJ0003
 RJ0003  STATE/COUNTY-  MI/CHIPPEWA
 RJ0003  USGS QUAD   -  PAYMENT (1976)
 RJ0003
 RJ0003                         *CURRENT SURVEY CONTROL
 RJ0003  ___________________________________________________________________
 RJ0003* NAD 83(1986)-  46 31 38.     (N)    084 09 13.     (W)     SCALED    
 RJ0003* NAVD 88     -       177.661  (meters)     582.88   (feet)  ADJUSTED  
 RJ0003  ___________________________________________________________________
 RJ0003  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0003  DYNAMIC HT  -         177.670 (meters)     582.91  (feet)  COMP
 RJ0003  MODELED GRAV-     980,660.2   (mgal)                       NAVD 88
 RJ0003
 RJ0003  VERT ORDER  -  FIRST     CLASS I
 RJ0003
 RJ0003.The horizontal coordinates were scaled from a topographic map and have
 RJ0003.an estimated accuracy of +/- 6 seconds.
 RJ0003
 RJ0003.The orthometric height was determined by differential leveling
 RJ0003.and adjusted by the National Geodetic Survey in June 1991..
 RJ0003
 RJ0003.The geoid height was determined by GEOID03.
 RJ0003
 RJ0003.The dynamic height is computed by dividing the NAVD 88
 RJ0003.geopotential number by the normal gravity value computed on the
 RJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0003.degrees latitude (g = 980.6199 gals.).
 RJ0003
 RJ0003.The modeled gravity was interpolated from observed gravity values.
 RJ0003
 RJ0003;                    North         East    Units  Estimated Accuracy
 RJ0003;SPC MI N     -   197,740.    8,218,320.      MT  (+/- 180 meters Scaled)
 RJ0003
 RJ0003                          SUPERSEDED SURVEY CONTROL
 RJ0003
 RJ0003  NGVD 29 (??/??/92)  177.650  (m)          582.84   (f) ADJ UNCH    1 1
 RJ0003
 RJ0003.Superseded values are not recommended for survey control.
 RJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0003.See file dsdata.txt to determine how the superseded data were derived.
 RJ0003
 RJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182565(NAD 83)
 RJ0003_MARKER: Z = SEE DESCRIPTION
 RJ0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0003_SP_SET: IRON ROD
 RJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0003
 RJ0003  HISTORY     - Date     Condition        Report By
 RJ0003  HISTORY     - UNK      MONUMENTED       USLS
 RJ0003  HISTORY     - 1969     GOOD             USLS
 RJ0003  HISTORY     - 1983     GOOD             NGS
 RJ0003
 RJ0003                          STATION DESCRIPTION
 RJ0003
 RJ0003'DESCRIBED BY US LAKE SURVEY 1969
 RJ0003'AT SUGAR ISLAND.
 RJ0003'GARDEN IS ON NORTHEAST END OF SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN,
 RJ0003'FROM FERRY DOCK PROCEED EAST ON PAVED ROAD 6.9 MILES TO CURVE, THEN
 RJ0003'NORTH 3.4 MILES, THEN WEST 0.4 MILE TO HAMILTONS LODGE ON NORTH SIDE
 RJ0003'OF ROAD, 43.0 FEET NORTHEAST OF REFERENCE MONUMENT NO. 27, 22.6
 RJ0003'FEET SOUTHWEST OF NORTHWEST CORNER OF BOATHOUSE, 21.0 FEET NORTH
 RJ0003'OF 36-INCH PINE, 8.5 FEET WEST OF SOUTHWEST CORNER AND IN LINE WITH
 RJ0003'SOUTH FACE OF BOATHOUSE, 1-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0003'HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD, 7 FEET LONG.
 RJ0003
 RJ0003                          STATION RECOVERY (1983)
 RJ0003
 RJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0624 ***********************************************************************
 QL0624  DESIGNATION -  GARDEN
 QL0624  PID         -  QL0624
 QL0624  STATE/COUNTY-  MI/DELTA
 QL0624  USGS QUAD   -  DEVILS CORNER (1985)
 QL0624
 QL0624                         *CURRENT SURVEY CONTROL
 QL0624  ___________________________________________________________________
 QL0624* NAD 83(1994)-  45 44 51.89067(N)    086 33 13.61810(W)     ADJUSTED  
 QL0624* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 QL0624  ___________________________________________________________________
 QL0624  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 QL0624  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QL0624
 QL0624  HORZ ORDER  -  SECOND
 QL0624
 QL0624.The horizontal coordinates were established by classical geodetic methods
 QL0624.and adjusted by the National Geodetic Survey in February 1997..
 QL0624
 QL0624.The orthometric height was scaled from a topographic map.
 QL0624
 QL0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0624
 QL0624.The geoid height was determined by GEOID03.
 QL0624
 QL0624;                    North         East     Units Scale Factor Converg.
 QL0624;SPC MI N     -   107,287.418 8,034,720.154   MT  0.99994656   +0 19 21.1
 QL0624;SPC MI N     -   351,992.84 26,360,630.43   iFT  0.99994656   +0 19 21.1
 QL0624;UTM  16      - 5,066,117.928   534,708.296   MT  0.99961481   +0 19 10.6
 QL0624
 QL0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0624!SPC MI N     -   0.99997475  x   0.99994656  =   0.99992131
 QL0624!UTM  16      -   0.99997475  x   0.99961481  =   0.99958957
 QL0624
 QL0624|---------------------------------------------------------------------|
 QL0624| PID    Reference Object                     Distance      Geod. Az  |
 QL0624|                                                           dddmmss.s |
 QL0624| CH1164 GARDEN RM 1                          25.040 METERS 22049     |
 QL0624| CH1165 GARDEN RM 2                          25.686 METERS 31848     |
 QL0624| CH1163 GARDEN AZ MK                                       3595646.2 |
 QL0624|---------------------------------------------------------------------|
 QL0624
 QL0624                          SUPERSEDED SURVEY CONTROL
 QL0624
 QL0624  NAD 83(1986)-  45 44 51.88588(N)    086 33 13.61847(W) AD(       ) 2
 QL0624  NAD 27      -  45 44 51.95700(N)    086 33 13.11400(W) AD(       ) 2
 QL0624
 QL0624.Superseded values are not recommended for survey control.
 QL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0624.See file dsdata.txt to determine how the superseded data were derived.
 QL0624
 QL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3470866118(NAD 83)
 QL0624_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0624
 QL0624  HISTORY     - Date     Condition        Report By
 QL0624  HISTORY     - 1954     MONUMENTED       CGS
 QL0624
 QL0624                          STATION DESCRIPTION
 QL0624
 QL0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0624'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF NAHMA AND 1-1/2
 QL0624'MILES SOUTH OF GARDEN.  IT IS
 QL0624'32 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY ROUTE 481, 27 FEET
 QL0624'SOUTH OF A FENCE AND 4 FEET EAST OF A
 QL0624'WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QL0624'STAMPED GARDEN 1954.
 QL0624'
 QL0624'REFERENCE MARK NO 1 IS 23 FEET WEST OF THE APPROXIMATE CENTER OF
 QL0624'COUNTY ROUTE 481 AND 10 FEET
 QL0624'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0624'GARDEN NO 1 1954.
 QL0624'
 QL0624'REFERENCE MARK NO 2 IS 26 FEET WEST OF THE APPROXIMATE CENTER OF
 QL0624'COUNTY ROUTE 481 AND 9 FEET
 QL0624'EAST OF A FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0624'GARDEN NO 2 1954.
 QL0624'
 QL0624'AZIMUTH MARK IS 22 FEET EAST OF THE APPROXIMATE CENTER OF COUNTY
 QL0624'ROUTE 481, 8 FEET WEST OF A
 QL0624'FENCE AND 2 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS 6
 QL0624'INCHES AND THE DISK IS STAMPED
 QL0624'GARDEN 1954.
 QL0624'
 QL0624'TO REACH FROM THE POST OFFICE IN GARDEN, GO SOUTH ON COUNTY ROUTE 483
 QL0624'FOR 0.55 MILE TO THE
 QL0624'JUNCTION OF COUNTY ROUTE 483 AND COUNTY ROUTE 481.  HERE CONTINUE
 QL0624'SOUTH ON COUNTY ROUTE 481 FOR 0.75
 QL0624'MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH ON
 QL0624'COUNTY ROUTE 481 FOR 0.6 MILE AND THE
 QL0624'STATION ON THE LEFT.
 QL0624'
 QL0624'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1058 ***********************************************************************
 RJ1058  DESIGNATION -  GARDEN
 RJ1058  PID         -  RJ1058
 RJ1058  STATE/COUNTY-  MI/CHIPPEWA
 RJ1058  USGS QUAD   -  SHALLOWS (1975)
 RJ1058
 RJ1058                         *CURRENT SURVEY CONTROL
 RJ1058  ___________________________________________________________________
 RJ1058* NAD 83(1994)-  46 29 32.01953(N)    084 22 57.15243(W)     ADJUSTED  
 RJ1058* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 RJ1058  ___________________________________________________________________
 RJ1058  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 RJ1058  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1058
 RJ1058  HORZ ORDER  -  THIRD
 RJ1058
 RJ1058.The horizontal coordinates were established by classical geodetic methods
 RJ1058.and adjusted by the National Geodetic Survey in February 1997..
 RJ1058
 RJ1058.The orthometric height was scaled from a topographic map.
 RJ1058
 RJ1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1058
 RJ1058.The geoid height was determined by GEOID03.
 RJ1058
 RJ1058;                    North         East     Units Scale Factor Converg.
 RJ1058;SPC MI N     -   193,251.328 8,200,896.738   MT  0.99990934   +1 53 30.7
 RJ1058;SPC MI N     -   634,026.67 26,905,829.19   iFT  0.99990934   +1 53 30.7
 RJ1058;SPC MI C     -   352,914.207 5,998,780.827   MT  1.00028033   -0 00 40.4
 RJ1058;SPC MI C     - 1,157,855.01 19,681,039.46   iFT  1.00028033   -0 00 40.4
 RJ1058;UTM  16      - 5,152,068.550   700,867.530   MT  1.00009598   +1 53 56.5
 RJ1058
 RJ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1058!SPC MI N     -   0.99997563  x   0.99990934  =   0.99988497
 RJ1058!SPC MI C     -   0.99997563  x   1.00028033  =   1.00025596
 RJ1058!UTM  16      -   0.99997563  x   1.00009598  =   1.00007161
 RJ1058
 RJ1058:                Primary Azimuth Mark                     Grid Az
 RJ1058:SPC MI N     -  ACK IBC 1943                             016 31 29.8
 RJ1058:SPC MI C     -  ACK IBC 1943                             018 25 40.9
 RJ1058:UTM  16      -  ACK IBC 1943                             016 31 04.0
 RJ1058
 RJ1058|---------------------------------------------------------------------|
 RJ1058| PID    Reference Object                     Distance      Geod. Az  |
 RJ1058|                                                           dddmmss.s |
 RJ1058| RJ0865 ACK IBC 1943                        APPROX. 1.5 KM 0182500.5 |
 RJ1058| RJ1057 CADILLAC S00 LUMBER CO CHIMNEY      APPROX. 0.5 KM 1441815.3 |
 RJ1058| CH1166 GARDEN RM 1                           4.633 METERS 15147     |
 RJ1058|---------------------------------------------------------------------|
 RJ1058
 RJ1058                          SUPERSEDED SURVEY CONTROL
 RJ1058
 RJ1058  NAD 83(1986)-  46 29 32.00144(N)    084 22 57.16255(W) AD(       ) 3
 RJ1058  NAD 27      -  46 29 31.93100(N)    084 22 57.01000(W) AD(       ) 3
 RJ1058
 RJ1058.Superseded values are not recommended for survey control.
 RJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1058.See file dsdata.txt to determine how the superseded data were derived.
 RJ1058
 RJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0086852069(NAD 83)
 RJ1058_MARKER: Z = SEE DESCRIPTION
 RJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1058
 RJ1058  HISTORY     - Date     Condition        Report By
 RJ1058  HISTORY     - 1943     MONUMENTED       IBC
 RJ1058
 RJ1058                          STATION DESCRIPTION
 RJ1058
 RJ1058'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1058'ON S SHORE OF ASHMUN BAY, ABOUT 1-1/2 MILES W OF CENTER OF SAULT
 RJ1058'STE MARIE, ON THE N SIDE OF SOUTH STREET EXTENDED 27 FEET N OF CENTER
 RJ1058'OF ROADWAY, AND ABOUT 800 FEET E OF ROAD LEADING TO PITTSBURGH
 RJ1058'COAL COMPANY DOCK.  IT IS 30 FEET BACK FROM TOP OF BANK, ABOUT 20
 RJ1058'FEET ABOVE WATER, 28 FEET W OF TELEPHONE POLE, AND 9 FEET S OF
 RJ1058'ANOTHER POLE WHICH IS ON LINE TO STATION 2 (U S L S) ON DICK MOORE
 RJ1058'ISLAND.  A HOUSE IS ABOUT 150 FEET E OF STATION.
 RJ1058'
 RJ1058'THERE IS NO SURFACE STATION MARK.  THERE ARE TWO SUBSURFACE MARKS.
 RJ1058'ONE IS A ROUNDHEADED COPPER RIVET IN CONCRETE CYLINDER 8 INCHES
 RJ1058'IN DIAMETER 2 FEET BELOW SURFACE.  THE OTHER IS SHAFT OF 3 INCH
 RJ1058'DISK SET IN 7-INCH CYLINDER 1 FOOT BELOW SURFACE.
 RJ1058'
 RJ1058'REFERENCE MARK IS A COPPER RIVET SET IN CYLINDER OF CONCRETE 8
 RJ1058'INCHES IN DIAMETER 9 INCHES LONG 30 INCHES UNDERGROUND.  IT IS 4.633
 RJ1058'METERS (15.195 FEET) FROM STATION, S 28 DEG 13 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0846 ***********************************************************************
 QK0846  DESIGNATION -  GARDEN USLS 1903
 QK0846  PID         -  QK0846
 QK0846  STATE/COUNTY-  MI/CHARLEVOIX
 QK0846  USGS QUAD   -  GARDEN ISLAND WEST (1980)
 QK0846
 QK0846                         *CURRENT SURVEY CONTROL
 QK0846  ___________________________________________________________________
 QK0846* NAD 83(1994)-  45 49 19.26855(N)    085 31 13.90501(W)     ADJUSTED  
 QK0846* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0846  ___________________________________________________________________
 QK0846  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 QK0846  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 QK0846
 QK0846  HORZ ORDER  -  FIRST
 QK0846
 QK0846.The horizontal coordinates were established by classical geodetic methods
 QK0846.and adjusted by the National Geodetic Survey in February 1997..
 QK0846
 QK0846.The orthometric height was scaled from a topographic map.
 QK0846
 QK0846.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0846
 QK0846.The geoid height was determined by GEOID03.
 QK0846
 QK0846;                    North         East     Units Scale Factor Converg.
 QK0846;SPC MI C     -   279,044.572 5,910,332.142   MT  1.00003051   -0 48 54.3
 QK0846;SPC MI C     -   915,500.56 19,390,853.48   iFT  1.00003051   -0 48 54.3
 QK0846;UTM  16      - 5,075,337.148   614,925.255   MT  0.99976238   +1 03 40.2
 QK0846
 QK0846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0846!SPC MI C     -   0.99997758  x   1.00003051  =   1.00000809
 QK0846!UTM  16      -   0.99997758  x   0.99976238  =   0.99973997
 QK0846
 QK0846:                Primary Azimuth Mark                     Grid Az
 QK0846:SPC MI C     -  HOG ISLAND USLS 1903                     101 12 00.8
 QK0846:UTM  16      -  HOG ISLAND USLS 1903                     099 19 26.3
 QK0846
 QK0846|---------------------------------------------------------------------|
 QK0846| PID    Reference Object                     Distance      Geod. Az  |
 QK0846|                                                           dddmmss.s |
 QK0846| QK0807 HOG ISLAND USLS 1903                APPROX.12.9 KM 1002306.5 |
 QK0846|---------------------------------------------------------------------|
 QK0846
 QK0846                          SUPERSEDED SURVEY CONTROL
 QK0846
 QK0846  NAD 83(1986)-  45 49 19.26368(N)    085 31 13.90185(W) AD(       ) 1
 QK0846  NAD 27      -  45 49 19.27078(N)    085 31 13.56649(W) AD(       ) 1
 QK0846
 QK0846.Superseded values are not recommended for survey control.
 QK0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0846.See file dsdata.txt to determine how the superseded data were derived.
 QK0846
 QK0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR1492575337(NAD 83)
 QK0846
 QK0846  HISTORY     - Date     Condition        Report By
 QK0846  HISTORY     - 1903     MONUMENTED       CGS
 QK0846  HISTORY     - 1919     SEE DESCRIPTION  CGS
 QK0846
 QK0846                          STATION DESCRIPTION
 QK0846
 QK0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 QK0846'ON GARDEN ISLAND OF BEAVER ISLAND GROUP IN NORTHERN LAKE MICHIGAN, ON
 QK0846'TOP OF HILL NEAR
 QK0846'NORTHWEST CORNER OF ISLAND, IN EDGE OF OLD CLEARING WHICH HAS GROWN
 QK0846'UP TO BRUSH AND SMALL TREES,
 QK0846'29.5 FEET S. 80 DEG E. FROM SMALL BLAZED POPLAR TREE, 70
 QK0846'FEET S. 10 DEG W. FROM SMALL BLAZED BALSAM
 QK0846'TREE, AND 39.1 FEET N. 65 DEG W. FROM SMALL
 QK0846'BLAZED BIRCH TREE.  MARKED BY NAIL CEMENTED INTO ROCK 3 FEET
 QK0846'BELOW SURFACE OF GROUND.
 QK0846'REFERENCE MARK IS CONCRETE MONUMENT, 56.5 FEET FROM STATION, 25
 QK0846'FEET FROM EDGE OF BLUFF,
 QK0846'AND ON LINE TO SQUAW ISLAND LIGHTHOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0182 ***********************************************************************
 SG0182  DESIGNATION -  GARDENER MIGS 1934
 SG0182  PID         -  SG0182
 SG0182  STATE/COUNTY-  MI/HOUGHTON
 SG0182  USGS QUAD   -  AHMEEK (1980)
 SG0182
 SG0182                         *CURRENT SURVEY CONTROL
 SG0182  ___________________________________________________________________
 SG0182* NAD 83(1994)-  47 15 06.41461(N)    088 29 07.78533(W)     ADJUSTED  
 SG0182* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 SG0182  ___________________________________________________________________
 SG0182  LAPLACE CORR-         -11.34  (seconds)                    DEFLEC99
 SG0182  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 SG0182
 SG0182  HORZ ORDER  -  THIRD
 SG0182
 SG0182.The horizontal coordinates were established by classical geodetic methods
 SG0182.and adjusted by the National Geodetic Survey in February 1997..
 SG0182
 SG0182.The orthometric height was scaled from a topographic map.
 SG0182
 SG0182.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0182
 SG0182.The geoid height was determined by GEOID03.
 SG0182
 SG0182;                    North         East     Units Scale Factor Converg.
 SG0182;SPC MI N     -   275,423.154 7,887,552.439   MT  1.00004551   -1 04 25.3
 SG0182;SPC MI N     -   903,619.27 25,877,796.72   iFT  1.00004551   -1 04 25.3
 SG0182;UTM  16      - 5,234,214.477   387,596.926   MT  0.99975527   -1 05 27.5
 SG0182
 SG0182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0182!SPC MI N     -   0.99994796  x   1.00004551  =   0.99999347
 SG0182!UTM  16      -   0.99994796  x   0.99975527  =   0.99970325
 SG0182
 SG0182:                Primary Azimuth Mark                     Grid Az
 SG0182:SPC MI N     -  26 F 1 TAMARACK TANK MIGS 1934           100 13 13.4
 SG0182:UTM  16      -  26 F 1 TAMARACK TANK MIGS 1934           100 14 15.6
 SG0182
 SG0182|---------------------------------------------------------------------|
 SG0182| PID    Reference Object                     Distance      Geod. Az  |
 SG0182|                                                           dddmmss.s |
 SG0182| SG0172 26 F 1 TAMARACK TANK MIGS 1934      APPROX. 1.3 KM 0990848.1 |
 SG0182|---------------------------------------------------------------------|
 SG0182
 SG0182                          SUPERSEDED SURVEY CONTROL
 SG0182
 SG0182  NAD 83(1986)-  47 15 06.41006(N)    088 29 07.75893(W) AD(       ) 3
 SG0182  NAD 27      -  47 15 06.68000(N)    088 29 07.31300(W) AD(       ) 3
 SG0182
 SG0182.Superseded values are not recommended for survey control.
 SG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0182.See file dsdata.txt to determine how the superseded data were derived.
 SG0182
 SG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8759734214(NAD 83)
 SG0182_MARKER: DD = SURVEY DISK
 SG0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0182_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0182+STABILITY: SURFACE MOTION
 SG0182
 SG0182  HISTORY     - Date     Condition        Report By
 SG0182  HISTORY     - 1934     MONUMENTED       MIGS
 SG0182  HISTORY     - 1962     GOOD             CGS
 SG0182  HISTORY     - 19951014 MARK NOT FOUND   USPSQD
 SG0182  HISTORY     - 20011001 MARK NOT FOUND   MIDT
 SG0182
 SG0182                          STATION DESCRIPTION
 SG0182
 SG0182'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0182'IN CALUMET, JUST OUTSIDE AND EAST OF THE CALUMET CEMETERY,
 SG0182'IN SEC. 15, T. 56 N., R. 33 W., 225.15 FEET N. 34 DEG E.
 SG0182'OF SOUTHEAST CORNER OF RECEIVING VAULT AT SOUTHEAST CORNER
 SG0182'OF CEMETERY AND 85.7 FEET N. 31 DEG W. FROM THE CENTER OF
 SG0182'A STONE FOUNTAIN.
 SG0182'
 SG0182'TO REACH FROM CALUMET, START FROM THE CORNER OF FIFTH (MAIN
 SG0182'NORTH-SOUTH BUSINESS STREET) AND PINE (EAST-WEST STREET ON
 SG0182'NORTHERLY EDGE OF TOWN) STREETS IN CALUMET, AND DRIVE 1.5
 SG0182'MILES WEST ON PINE STREET AND ITS CONTINUATION TO A POINT
 SG0182'ABREAST A STONE FOUNTAIN ON THE NORTH SIDE OF THE ROAD.
 SG0182'THE STATION IS 18 FEET NORTH FROM THE EDGE OF THE BANK NORTH
 SG0182'FROM THE FOUNTAIN.
 SG0182'
 SG0182'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 SG0182'DISK SET IN CONCRETE.
 SG0182'
 SG0182'A SIGNAL SET ON EITHER TAMARACK TANK OR ON SWEDETOWN TANK
 SG0182'MAY BE USED AS AZIMUTH MARK FOR THIS STATION.
 SG0182
 SG0182                          STATION RECOVERY (1962)
 SG0182
 SG0182'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 SG0182'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 SG0182
 SG0182                          STATION RECOVERY (1995)
 SG0182
 SG0182'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0182'MARK NOT FOUND.
 SG0182
 SG0182                          STATION RECOVERY (2001)
 SG0182
 SG0182'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0182'MEASUREMENTS FROM THE REFERENCE OBJECTS (RECEIVING VAULT AND STONE
 SG0182'FOUNTAIN) PLACE THE MARK IN A BLACKTOP ROAD IN AN AREA OF THE CEMETERY
 SG0182'THAT IS USED FOR VETERANS MEMORIAL SERVICES ETC.  MARK ASSUMED
 SG0182'DESTROYED BY THE LANDSCAPING ACTIVITIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0500 ***********************************************************************
 PL0500  DESIGNATION -  GARFIELD
 PL0500  PID         -  PL0500
 PL0500  STATE/COUNTY-  MI/KALKASKA
 PL0500  USGS QUAD   -  SMITHVILLE (1985)
 PL0500
 PL0500                         *CURRENT SURVEY CONTROL
 PL0500  ___________________________________________________________________
 PL0500* NAD 83(1994)-  44 35 41.42586(N)    085 11 53.80121(W)     ADJUSTED  
 PL0500* NAVD 88     -       412.7    (meters)    1354.     (feet)  VERTCON   
 PL0500  ___________________________________________________________________
 PL0500  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 PL0500  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 PL0500
 PL0500  HORZ ORDER  -  FIRST
 PL0500
 PL0500.The horizontal coordinates were established by classical geodetic methods
 PL0500.and adjusted by the National Geodetic Survey in February 1997..
 PL0500
 PL0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0500
 PL0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0500
 PL0500.The geoid height was determined by GEOID03.
 PL0500
 PL0500;                    North         East     Units Scale Factor Converg.
 PL0500;SPC MI C     -   142,369.537 5,933,975.318   MT  0.99993111   -0 35 14.8
 PL0500;SPC MI C     -   467,091.66 19,468,422.96   iFT  0.99993111   -0 35 14.8
 PL0500;UTM  16      - 4,939,522.761   643,000.817   MT  0.99985148   +1 15 54.7
 PL0500
 PL0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0500!SPC MI C     -   0.99994057  x   0.99993111  =   0.99987169
 PL0500!UTM  16      -   0.99994057  x   0.99985148  =   0.99979206
 PL0500
 PL0500|---------------------------------------------------------------------|
 PL0500| PID    Reference Object                     Distance      Geod. Az  |
 PL0500|                                                           dddmmss.s |
 PL0500| CH1167 GARFIELD RM 1                        22.565 METERS 09652     |
 PL0500| PL0504 MOORES                              APPROX.18.3 KM 1322053.0 |
 PL0500| PL0499 GARFIELD LOOKOUT TOWER 1932           8.020 METERS 15124     |
 PL0500| CH1168 GARFIELD RM 2                        14.915 METERS 18226     |
 PL0500|---------------------------------------------------------------------|
 PL0500
 PL0500                          SUPERSEDED SURVEY CONTROL
 PL0500
 PL0500  NAD 83(1986)-  44 35 41.42448(N)    085 11 53.79781(W) AD(       ) 1
 PL0500  NAD 27      -  44 35 41.39587(N)    085 11 53.60476(W) AD(       ) 1
 PL0500  NGVD 29 (07/19/86)  412.8    (m)         1354.     (f) VERT ANG       
 PL0500
 PL0500.Superseded values are not recommended for survey control.
 PL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0500.See file dsdata.txt to determine how the superseded data were derived.
 PL0500
 PL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4300139523(NAD 83)
 PL0500_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0500_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 PL0500
 PL0500  HISTORY     - Date     Condition        Report By
 PL0500  HISTORY     - 1931     MONUMENTED       CGS
 PL0500  HISTORY     - 1955     SEE DESCRIPTION  CGS
 PL0500  HISTORY     - 1980     GOOD             NGS
 PL0500  HISTORY     - 1980     GOOD             MIDH
 PL0500  HISTORY     - 19970924 GOOD             USPSQD
 PL0500  HISTORY     - 20010806 GOOD             NGS
 PL0500
 PL0500                          STATION DESCRIPTION
 PL0500
 PL0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0500'ABOUT 9 MILES EAST-NORTHEAST
 PL0500'OF FIFE LAKE, NEAR
 PL0500'CENTER OF NE 1/4 SEC. 6, T. 25 N., R. 7 W., ON SAME LAND
 PL0500'OCCUPIED BY GARFIELD FIRE LOOKOUT
 PL0500'TOWER.  TO REACH FROM FIFE LAKE, FOLLOW ROUTE
 PL0500'131 EASTWARD 1.9 MILES FROM RAILROAD STATION, THENCE
 PL0500'RIGHT-HAND ROAD WHERE MAIN
 PL0500'ROAD TURNS LEFT AT SPRINGFIELD TOWN HALL, THENCE MAIN ROAD EASTERLY
 PL0500'DIRECTION 5.9 MILES,
 PL0500'THENCE LEFT AND NORTH 1.7 MILES (CROSSING GRAVEL ROAD AT 1 MILE), AND
 PL0500'TURN LEFT AT STATE FIRE TOWER
 PL0500'SIGN AND FOLLOW WINDING ROAD 0.3 MILE TO FIRE TOWER.
 PL0500'STATION IS IN CLEARED PLACE, 8.02 METERS (26.3
 PL0500'FEET) NORTHWEST OF CENTER OF GARFIELD
 PL0500'FIRE LOOKOUT TOWER.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 PL0500'DISK STATION MARKS IN
 PL0500'CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 PL0500'DISKS IN CONCRETE, NOTE
 PL0500'11A.  NO. 1 IS 19.04 METERS (62.5 FEET) NORTHEAST OF FIRE
 PL0500'TOWER, AND 22.598 METERS (74.14 FEET) FROM
 PL0500'STATION IN AZIMUTH 276 DEG. 52 MIN.  NO.2 IS
 PL0500'19.04 METERS (62.5 FEET) SOUTHWEST OF FIRE TOWER, AND 14.915
 PL0500'METERS (48.93 FEET) FROM
 PL0500'STATION IN AZIMUTH 2 DEG. 26MIN.  AZIMUTH FROM STATION TO GARFIELD,
 PL0500'FIRE LOOKOUT TOWER, 8.02 METERS
 PL0500'(26.3 FEET) DISTANT, IS 331 DEG. 24 MIN.
 PL0500
 PL0500                          STATION RECOVERY (1955)
 PL0500
 PL0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 PL0500'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 PL0500
 PL0500                          STATION RECOVERY (1980)
 PL0500
 PL0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0500'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0500'CONDITION.  THE DIRECTION TO THE REFERENCE MARKS CHECKED.  THE
 PL0500'DISTANCE TO REFERENCE MARK 2 CHECKED.  A DIFFERENCE OF 0.033 METER
 PL0500'SHORTER IN THE DISTANCE REFERENCE MARK 1 WAS NOTED.
 PL0500'A COMPLETE DESCRIPTION FOLLOWS.
 PL0500'
 PL0500'THE STATION IS LOCATED ABOUT 31.5 KM (19.6 MI) NORTH OF LAKE CITY,
 PL0500'14.5 KM (9.0 MI) SOUTH OF KALKASKA, IN NE1/4,S6,T25N,R7W
 PL0500'AND ON PROPERTY OF MR. LAWRENCE LONG, C/O MR. WILLIAM C. LONG,
 PL0500'612 ADELAIDE, FENTON, MI 48430.
 PL0500'
 PL0500'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND
 PL0500'STATE HIGHWAYS 66 AND 77, 1 MILE SOUTH OF KALKASKA, GO EAST ON
 PL0500'STATE HIGHWAYS 66 AND 77 FOR 1.1 KM (0.7 MI) TO A CROSSROAD.
 PL0500'TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 66 FOR 7.7 KM (4.2 MI)
 PL0500'TO A PAVED CROSSROAD IN THE SMALL COMMUNITY OF LODI.
 PL0500'CONTINUE SOUTH ON STATE HIGHWAY 66 FOR 6.1 KM (3.8 MI) TO A
 PL0500'CROSSROAD.  TURN RIGHT AND GO WEST ON SHARON ROAD FOR 1.6 KM
 PL0500'(1 MI) TO A DIRT CROSSROAD.  TURN RIGHT AND GO NORTHERLY ON A
 PL0500'DIRT ROAD 1.2 KM (0.75 MI) TO THE TOP OF A RISE AND NARROW WOODS
 PL0500'ROAD LEADING TO THE LEFT.  TURN LEFT AND GO WEST FOR 0.2 KM
 PL0500'(0.1 MI) TO A FORK, BEAR LEFT AND GO SOUTHWEST ON A WOODS
 PL0500'ROAD FOR 0.08 KM (0.05 MI) TO A CLEARING AND THE STATION ON THE
 PL0500'RIGHT.
 PL0500'
 PL0500'THE STATION IS A STANDARD CGS DISK
 PL0500'STAMPED---GARFIELD 1931---,
 PL0500'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0500'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0500'8.2 METERS (26.9 FT) WEST FROM A TRIANGLE BLAZED TREE AND
 PL0500'7.75 METERS (25.45 FT) NORTHWEST FROM THE EAST PEDESTAL OF A
 PL0500'FIRE TOWER.
 PL0500'
 PL0500'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0500'STAMPED---GARFIELD NO 1 1931---,
 PL0500'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PL0500'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0500'15.4 METERS (50.5 FT) NORTHEAST FROM THE EAST PEDESTAL AND
 PL0500'14.9 METERS (48.9 FT) SOUTHEAST FROM A TRIANGLE BLAZED TREE.
 PL0500'MARK IS BELOW STATION 0.2 METES.
 PL0500'
 PL0500'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0500'STAMPED---GARFIELD NO 2 1931---,
 PL0500'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PL0500'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0500'18.0 METERS (59.0 FT) SOUTHWEST FROM A TRIANGLE BLAZED TREE AND
 PL0500'13.2 METERS (43.3 FT) SOUTHWEST FROM THE EAST PEDESTAL.
 PL0500'MARK IS LEVEL WITH STATION.
 PL0500'
 PL0500'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.3 METERS.
 PL0500'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PL0500'AN AZIMUTH MARK.
 PL0500'
 PL0500'THE OLD DATA MENTIONS AN UNDERGROUND MARK.
 PL0500
 PL0500                          STATION RECOVERY (1980)
 PL0500
 PL0500'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0500'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0500'CONDITION.
 PL0500
 PL0500                          STATION RECOVERY (1997)
 PL0500
 PL0500'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0500'RECOVERED IN GOOD CONDITION.
 PL0500
 PL0500                          STATION RECOVERY (2001)
 PL0500
 PL0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0499 ***********************************************************************
 PL0499  DESIGNATION -  GARFIELD LOOKOUT TOWER 1932
 PL0499  PID         -  PL0499
 PL0499  STATE/COUNTY-  MI/KALKASKA
 PL0499  USGS QUAD   -  SMITHVILLE (1985)
 PL0499
 PL0499                         *CURRENT SURVEY CONTROL
 PL0499  ___________________________________________________________________
 PL0499* NAD 83(1994)-  44 35 41.19774(N)    085 11 53.62714(W)     ADJUSTED  
 PL0499* NAVD 88     -                                                        
 PL0499  ___________________________________________________________________
 PL0499  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 PL0499  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 PL0499
 PL0499  HORZ ORDER  -  THIRD
 PL0499
 PL0499.The horizontal coordinates were established by classical geodetic methods
 PL0499.and adjusted by the National Geodetic Survey in February 1997..
 PL0499
 PL0499
 PL0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0499
 PL0499.The geoid height was determined by GEOID03.
 PL0499
 PL0499;                    North         East     Units Scale Factor Converg.
 PL0499;SPC MI C     -   142,362.456 5,933,979.084   MT  0.99993111   -0 35 14.7
 PL0499;SPC MI C     -   467,068.43 19,468,435.31   iFT  0.99993111   -0 35 14.7
 PL0499;UTM  16      - 4,939,515.807   643,004.811   MT  0.99985149   +1 15 54.8
 PL0499
 PL0499                          SUPERSEDED SURVEY CONTROL
 PL0499
 PL0499  NAD 83(1986)-  44 35 41.19645(N)    085 11 53.62355(W) AD(       ) 4
 PL0499  NAD 27      -  44 35 41.16780(N)    085 11 53.43060(W) AD(       ) 3
 PL0499
 PL0499.Superseded values are not recommended for survey control.
 PL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0499.See file dsdata.txt to determine how the superseded data were derived.
 PL0499
 PL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4300539516(NAD 83)
 PL0499
 PL0499  HISTORY     - Date     Condition        Report By
 PL0499  HISTORY     - 1932     MONUMENTED       CGS
 PL0499  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0499  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0499
 PL0499                          STATION DESCRIPTION
 PL0499
 PL0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PL0499'SEE STATION GARFIELD
 PL0499
 PL0499                          STATION RECOVERY (1997)
 PL0499
 PL0499'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0499'MARK NOT FOUND.
 PL0499
 PL0499                          STATION RECOVERY (2001)
 PL0499
 PL0499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0499'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0261 ***********************************************************************
 QJ0261  DESIGNATION -  GARRITY USLS
 QJ0261  PID         -  QJ0261
 QJ0261  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0261  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0261
 QJ0261                         *CURRENT SURVEY CONTROL
 QJ0261  ___________________________________________________________________
 QJ0261* NAD 83(1994)-  45 20 27.18364(N)    083 29 21.54579(W)     ADJUSTED  
 QJ0261* NAVD 88     -       179.4    (meters)     589.     (feet)  VERTCON   
 QJ0261  ___________________________________________________________________
 QJ0261  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 QJ0261  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0261
 QJ0261  HORZ ORDER  -  THIRD
 QJ0261
 QJ0261.The horizontal coordinates were established by classical geodetic methods
 QJ0261.and adjusted by the National Geodetic Survey in February 1997..
 QJ0261
 QJ0261.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0261
 QJ0261.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0261
 QJ0261.The geoid height was determined by GEOID03.
 QJ0261
 QJ0261;                    North         East     Units Scale Factor Converg.
 QJ0261;SPC MI C     -   225,305.004 6,068,759.038   MT  0.99993675   +0 37 11.2
 QJ0261;SPC MI C     -   739,189.65 19,910,626.77   iFT  0.99993675   +0 37 11.2
 QJ0261;UTM  17      - 5,023,833.976   304,971.139   MT  1.00006769   -1 46 16.4
 QJ0261
 QJ0261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0261!SPC MI C     -   0.99997767  x   0.99993675  =   0.99991442
 QJ0261!UTM  17      -   0.99997767  x   1.00006769  =   1.00004536
 QJ0261
 QJ0261|---------------------------------------------------------------------|
 QJ0261| PID    Reference Object                     Distance      Geod. Az  |
 QJ0261|                                                           dddmmss.s |
 QJ0261| QJ0267 2 USE PTA                           354.357 METERS 19108     |
 QJ0261| QJ0268 PRESQUE ISLE F RGE LT               339.767 METERS 19309     |
 QJ0261|---------------------------------------------------------------------|
 QJ0261
 QJ0261                          SUPERSEDED SURVEY CONTROL
 QJ0261
 QJ0261  NAD 83(1986)-  45 20 27.17764(N)    083 29 21.54703(W) AD(       ) 3
 QJ0261  NAD 27      -  45 20 27.12636(N)    083 29 21.61286(W) AD(       ) 3
 QJ0261  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 QJ0261
 QJ0261.Superseded values are not recommended for survey control.
 QJ0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0261.See file dsdata.txt to determine how the superseded data were derived.
 QJ0261
 QJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0497123834(NAD 83)
 QJ0261_MARKER: DE = TRAVERSE STATION DISK
 QJ0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0261_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0261+STABILITY: SURFACE MOTION
 QJ0261
 QJ0261  HISTORY     - Date     Condition        Report By
 QJ0261  HISTORY     - 1979     MONUMENTED       NOS
 QJ0261  HISTORY     - 1980     GOOD             NOS
 QJ0261  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0261  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0261
 QJ0261                          STATION DESCRIPTION
 QJ0261
 QJ0261'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0261'STATION IS LOCATED AT PRESQUE ISLE HARBOR ON A NECK
 QJ0261'OF LAND CONNECTING PRESQUE ISLE TO THE MAINLAND, ABOUT
 QJ0261'2.3 MILES NORTH OF THE TOWN OF PRESQUE ISLE.
 QJ0261'
 QJ0261'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0261'ISLE GO NORTH ON GRAND LAKE ROAD FOR 2.85 MILES AND THE
 QJ0261'AREA OF THE STATION ON THE LEFT.
 QJ0261'
 QJ0261'THE STATION IS A U S LAKE SURVEY STANDARD BRONZE DISK
 QJ0261'2 INCHES IN DIAMETER AND STAMPED---GARRITY 1909 S---,
 QJ0261'AND SET IN TOP OF A 6 INCH DIAMETER CONCRETE MONUMENT
 QJ0261'ON SLOPING EASTERLY BANK OF A KNOLL,FLUSH WITH THE
 QJ0261'GROUND SURFACE.
 QJ0261'
 QJ0261'THE STATION IS 108 FEET NORTHEAST OF A WOODEN SIGN
 QJ0261'66.0 FEET EASTERLY OF REFERENCE MONUMENT NO.2,
 QJ0261'54.5 FEET SOUTHWEST OF GENERAL TELEPHONE CABLE SIGN
 QJ0261'ON A 6 FOOT METAL POST, AND 33 FEET NORTHWEST OF THE
 QJ0261'CENTERLINE OF GRAND LAKE ROAD.
 QJ0261'
 QJ0261'HEIGHT OF LIGHT ABOVE STATION WAS 1.54 METERS.
 QJ0261'
 QJ0261'DESCRIBED BY B.DECROIX.
 QJ0261
 QJ0261                          STATION RECOVERY (1980)
 QJ0261
 QJ0261'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 QJ0261'THE STATION, GARRITY USLS, WAS RECOVERED IN GOOD CONDITION AS
 QJ0261'DESCRIBED IN 1979 DESCRIPTION.
 QJ0261'
 QJ0261'RECOVERED BY T KUCHCIAK.
 QJ0261'
 QJ0261'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.47 METERS.
 QJ0261
 QJ0261                          STATION RECOVERY (1997)
 QJ0261
 QJ0261'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0261'MARK NOT FOUND.
 QJ0261
 QJ0261                          STATION RECOVERY (1999)
 QJ0261
 QJ0261'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0640 ***********************************************************************
 QL0640  DESIGNATION -  GARTH RESET
 QL0640  PID         -  QL0640
 QL0640  STATE/COUNTY-  MI/DELTA
 QL0640  USGS QUAD   -  RAPID RIVER (1985)
 QL0640
 QL0640                         *CURRENT SURVEY CONTROL
 QL0640  ___________________________________________________________________
 QL0640* NAD 83(1994)-  45 54 24.00205(N)    086 57 48.96340(W)     ADJUSTED  
 QL0640* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QL0640  ___________________________________________________________________
 QL0640  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QL0640  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 QL0640
 QL0640  HORZ ORDER  -  SECOND
 QL0640
 QL0640.The horizontal coordinates were established by classical geodetic methods
 QL0640.and adjusted by the National Geodetic Survey in February 1997..
 QL0640
 QL0640.The orthometric height was scaled from a topographic map.
 QL0640
 QL0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0640
 QL0640.The geoid height was determined by GEOID03.
 QL0640
 QL0640;                    North         East     Units Scale Factor Converg.
 QL0640;SPC MI N     -   124,852.808 8,002,824.115   MT  0.99992455   +0 01 34.7
 QL0640;SPC MI N     -   409,622.07 26,255,984.63   iFT  0.99992455   +0 01 34.7
 QL0640;UTM  16      - 5,083,678.311   502,823.198   MT  0.99960010   +0 01 34.1
 QL0640
 QL0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0640!SPC MI N     -   0.99997766  x   0.99992455  =   0.99990222
 QL0640!UTM  16      -   0.99997766  x   0.99960010  =   0.99957777
 QL0640
 QL0640:                Primary Azimuth Mark                     Grid Az
 QL0640:SPC MI N     -  GARTH AZ MK                              084 03 25.3
 QL0640:UTM  16      -  GARTH AZ MK                              084 03 25.9
 QL0640
 QL0640|---------------------------------------------------------------------|
 QL0640| PID    Reference Object                     Distance      Geod. Az  |
 QL0640|                                                           dddmmss.s |
 QL0640| CH1169 GARTH AZ MK                                        0840500.0 |
 QL0640| CH1170 GARTH RM 1                           24.960 METERS 13257     |
 QL0640| QL0636 PINE HILL                           APPROX. 7.2 KM 1355413.4 |
 QL0640| QL0465 GLADSTONE ST HWY POLICE MAST        APPROX. 8.6 KM 2211400.1 |
 QL0640| QL0464 GLADSTONE REA RADIO MAST            APPROX. 8.4 KM 2222808.2 |
 QL0640| CH1171 GARTH RM 2                           27.668 METERS 31218     |
 QL0640|---------------------------------------------------------------------|
 QL0640
 QL0640                          SUPERSEDED SURVEY CONTROL
 QL0640
 QL0640  NAD 83(1986)-  45 54 23.99849(N)    086 57 48.96097(W) AD(       ) 2
 QL0640  NAD 27      -  45 54 24.11700(N)    086 57 48.45000(W) AD(       ) 2
 QL0640
 QL0640.Superseded values are not recommended for survey control.
 QL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0640.See file dsdata.txt to determine how the superseded data were derived.
 QL0640
 QL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0282383678(NAD 83)
 QL0640_MARKER: Z = SEE DESCRIPTION
 QL0640_SETTING: 0 = UNSPECIFIED SETTING
 QL0640
 QL0640  HISTORY     - Date     Condition        Report By
 QL0640  HISTORY     - 1903     MONUMENTED       USLS
 QL0640  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QL0640  HISTORY     - 1971     SEE DESCRIPTION  NGS
 QL0640
 QL0640                          STATION DESCRIPTION
 QL0640
 QL0640'DESCRIBED BY US LAKE SURVEY 1903
 QL0640'ON WEST END
 QL0640'OF PROMINENT
 QL0640'PENINSULA, AT EXTREME NORTHERLY END OF LITTLE BAY DE NOC, OPPOSITE
 QL0640'MASONVILLE, 100 FEET NORTHEAST
 QL0640'OF SOUTH SHORE OF PENINSULA, 600 FEET FROM NORTH
 QL0640'SHORE, 825 FEET FROM EXTREME END OF POINT, 2,250
 QL0640'FEET FROM SAWDUST BURNER AT
 QL0640'GARTH SAWMILL, 2,375 FEET FROM SAWMILL, AND 250 FEET FROM WEST EDGE
 QL0640'OF BRUSH.  ABANDONED
 QL0640'VILLAGE OF GARTH IS ON EAST END OF PENINSULA.  MARKED BY BOLT IN
 QL0640'CONCRETE BLOCK 6 BY 6 BY 18
 QL0640'INCHES, PROJECTING ABOUT 1 INCH ABOVE SURFACE OF
 QL0640'GROUND, AND MARKED U.S. 1903.
 QL0640
 QL0640                          STATION RECOVERY (1954)
 QL0640
 QL0640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0640'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO LOCAL
 QL0640'CHANGES AN NEW
 QL0640'DESCRIPTION FOLLOWS.  THE 1942 DESCRIPTION WAS NOT AVAILABLE.  TWO
 QL0640'REFERENCE MARKS AND A AZIMUTH MARK WAS
 QL0640'SET.
 QL0640'
 QL0640'THE STATION IS LOCATED ABOUT 1-1/2 MILES SOUTH OF RAPID RIVER, 4-1/2
 QL0640'MILES NORTHEAST OF GLADSTONE AND
 QL0640'12 MILES NORTH-NORTHEAST OF ESCANABA.  ITS ABOUT 100 FEET NORTH
 QL0640'OF SHORE LINE, 130 FEET
 QL0640'NORTH-NORTHWEST OF A TRIANGLE BLAZED PINE TREE AND 6 FEET WEST
 QL0640'OF 4 SMALL BIRCH TREES.  THE MARK IS A 12
 QL0640'INCH CONCRETE CYLINDER POST WHICH PROJECTS
 QL0640'ABOUT 6 INCHES AND HAS A U.S. LAKE SURVEY DISK SET IN
 QL0640'APPROXIMATE CENTER.  IT IS STAMPED
 QL0640'GARTH USLS 1903 1942.
 QL0640'
 QL0640'REFERENCE MARK NO 1 IS 55 FEET WEST-NORTHWEST OF A TRIANGLE BLAZED
 QL0640'PINE TREE.  THE MARK
 QL0640'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED GARTH NO 1 1954.
 QL0640'NOTE 11A.
 QL0640'
 QL0640'REFERENCE MARK NO 2 PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QL0640'GARTH NO 2 1954.
 QL0640'NOTE 11A.
 QL0640'
 QL0640'AZIMUTH MARK IS 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 9
 QL0640'FEET NORTHEAST OF A
 QL0640'TRACK ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 70 FEET EAST OF A
 QL0640'HIGHLINE POLE.  THE MARK IS SET
 QL0640'FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK
 QL0640'IS STAMPED GARTH 1954.  NOTE 16A.
 QL0640'
 QL0640'TO REACH FROM THE TRAFFIC LIGHT IN RAPID RIVER GO EAST ON U.S.
 QL0640'HIGHWAY 2 FOR 2.7
 QL0640'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY ON BLACK TOP
 QL0640'ROAD FOR 0.7 MILE TO A SIDE
 QL0640'ROAD RIGHT AND SIGN GARTH POINT, TURN RIGHT AND GO WESTERLY
 QL0640'ON TRACK ROAD FOR 1.2 MILES (THERE ARE
 QL0640'SEVERAL TRACK ROADS GOING WESTERLY BUT THEY
 QL0640'ALL LEAD TO LAST CABIN ON THE POINT) TO AZIMUTH MARK ON
 QL0640'RIGHT AS DESCRIBED.  FROM HERE
 QL0640'GO SOUTHWESTERLY FOR 0.2 MILE TO STATION, AS DESCRIBED.
 QL0640
 QL0640                          STATION RECOVERY (1971)
 QL0640
 QL0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 QL0640'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 QL0640'A SEARCH WAS MADE
 QL0640'FOR THE AZIMUTH MARK BUT NOTHING WAS FOUND AND THE
 QL0640'MARK IS ASSUMED TO HAVE BEEN
 QL0640'DESTROYED BY ROAD GRADING.  DUE TO THE
 QL0640'STATION MARK BEING IN A FLOWER BED IT WAS NOT
 QL0640'OCCUPIED AT THIS TIME.
 QL0640'A NEW DESCRIPTION FOLLOWS-
 QL0640'
 QL0640'THE STATION IS LOCATED ABOUT 100 FEET NORTHEAST OF SHORELINE, 130
 QL0640'FEET NORTHWEST OF
 QL0640'A TRIANGULAR BLAZED PINE TREE, 8 FEET SOUTHEAST OF
 QL0640'THE SOUTHEAST CORNER OF CONCRETE
 QL0640'PORCH OF HOUSE OF MR. ERNEST PARKER
 QL0640'AND 3 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE
 QL0640'HOUSE.  THE STATION
 QL0640'MARK IS A STANDARD USLS DISK STAMPED GARTH 1903 1942 SET IN THE TOP
 QL0640'OF A ROUND
 QL0640'CONCRETE POST PROJECTING ABOUT 12 INCHES.
 QL0640'
 QL0640'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND CO. RD.
 QL0640'513 (ABOUT 3 MILES
 QL0640'EAST OF RAPID RIVER), GO SOUTHERLY ON PAVED ROAD (CO.
 QL0640'RD. 513) FOR 0.7 MILE TO A SIDE ROAD
 QL0640'RIGHT AND SIGN GARTH POINT.  TURN
 QL0640'RIGHT ON THE PAVED ROAD AND GO WEST FOR 1.2 MILES TO A
 QL0640'DRIVEWAY LEFT.
 QL0640'TURN LEFT AND GO WESTERLY ON THE DRIVEWAY ABOUT 300 FEET TO THE HOME
 QL0640'OF MR. ERNEST PARKER
 QL0640'AND THE STATION AT THE REAR OF THE HOUSE.
 QL0640'
 QL0640'REFERENCE MARK 1 IS 55 FEET NORTHWEST OF THE PINE TREE AND 6 INCHES
 QL0640'UNDERGROUND.  THE
 QL0640'MARK IS SQUARE CONCRETE WITH A STANDARD USC AND GS DISK
 QL0640'SET IN THE TOP AND STAMPED GARTH NO
 QL0640'1 1954.
 QL0640'
 QL0640'REFERENCE MARK 2 IS 44 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 QL0640'THE CONCRETE
 QL0640'PORCH.  THE MARK IS SQUARE CONCRETE WITH A STANDARD USC AND GS
 QL0640'DISK SET IN THE TOP AND STAMPED
 QL0640'GARTH NO 2 1954.  THE MONUMENT PROJECTS
 QL0640'8 INCHES.
 QL0640'
 QL0640'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 QL0640'SOUTH OF RAPID RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0502 ***********************************************************************
 OJ0502  DESIGNATION -  GAS ISLAND
 OJ0502  PID         -  OJ0502
 OJ0502  STATE/COUNTY-  MI/HURON
 OJ0502  USGS QUAD   -  RUSH LAKE (1970)
 OJ0502
 OJ0502                         *CURRENT SURVEY CONTROL
 OJ0502  ___________________________________________________________________
 OJ0502* NAD 83(1986)-  43 59 09.     (N)    083 09 54.     (W)     SCALED    
 OJ0502* NAVD 88     -       183.523  (meters)     602.11   (feet)  ADJUSTED  
 OJ0502  ___________________________________________________________________
 OJ0502  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OJ0502  DYNAMIC HT  -         183.496 (meters)     602.02  (feet)  COMP
 OJ0502  MODELED GRAV-     980,464.3   (mgal)                       NAVD 88
 OJ0502
 OJ0502  VERT ORDER  -  FIRST     CLASS 0
 OJ0502
 OJ0502.The horizontal coordinates were scaled from a topographic map and have
 OJ0502.an estimated accuracy of +/- 6 seconds.
 OJ0502
 OJ0502.The orthometric height was determined by differential leveling
 OJ0502.and adjusted by the National Geodetic Survey in June 1991..
 OJ0502
 OJ0502.The geoid height was determined by GEOID03.
 OJ0502
 OJ0502.The dynamic height is computed by dividing the NAVD 88
 OJ0502.geopotential number by the normal gravity value computed on the
 OJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0502.degrees latitude (g = 980.6199 gals.).
 OJ0502
 OJ0502.The modeled gravity was interpolated from observed gravity values.
 OJ0502
 OJ0502;                    North         East    Units  Estimated Accuracy
 OJ0502;SPC MI S     -   276,830.    4,096,410.      MT  (+/- 180 meters Scaled)
 OJ0502
 OJ0502                          SUPERSEDED SURVEY CONTROL
 OJ0502
 OJ0502  NGVD 29 (??/??/92)  183.665  (m)          602.57   (f) ADJ UNCH    1 0
 OJ0502
 OJ0502.Superseded values are not recommended for survey control.
 OJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0502.See file dsdata.txt to determine how the superseded data were derived.
 OJ0502
 OJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ263725(NAD 83)
 OJ0502_MARKER: Z = SEE DESCRIPTION
 OJ0502_SETTING: 0 = UNSPECIFIED SETTING
 OJ0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0502
 OJ0502  HISTORY     - Date     Condition        Report By
 OJ0502  HISTORY     - 1976     MONUMENTED       NOS
 OJ0502  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0502
 OJ0502                          STATION DESCRIPTION
 OJ0502
 OJ0502'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0502'7.0 MI NE FROM CASEVILLE.
 OJ0502'A DESCRIPTION WAS NOT FURNISHED FOR THIS BENCH MARK.
 OJ0502
 OJ0502                          STATION RECOVERY (1999)
 OJ0502
 OJ0502'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0005 ***********************************************************************
 RJ0005  DESIGNATION -  GATE SLIP GAGE 8
 RJ0005  PID         -  RJ0005
 RJ0005  STATE/COUNTY-  MI/CHIPPEWA
 RJ0005  USGS QUAD   -  BARBEAU (1975)
 RJ0005
 RJ0005                         *CURRENT SURVEY CONTROL
 RJ0005  ___________________________________________________________________
 RJ0005* NAD 83(1986)-  46 30 01.     (N)    084 20 22.     (W)     SCALED    
 RJ0005* NAVD 88     -       178.931  (meters)     587.04   (feet)  ADJUSTED  
 RJ0005  ___________________________________________________________________
 RJ0005  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0005  DYNAMIC HT  -         178.941 (meters)     587.08  (feet)  COMP
 RJ0005  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0005
 RJ0005  VERT ORDER  -  FIRST     CLASS II
 RJ0005
 RJ0005.The horizontal coordinates were scaled from a topographic map and have
 RJ0005.an estimated accuracy of +/- 6 seconds.
 RJ0005
 RJ0005.The orthometric height was determined by differential leveling
 RJ0005.and adjusted by the National Geodetic Survey in June 1991..
 RJ0005
 RJ0005.The geoid height was determined by GEOID03.
 RJ0005
 RJ0005.The dynamic height is computed by dividing the NAVD 88
 RJ0005.geopotential number by the normal gravity value computed on the
 RJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0005.degrees latitude (g = 980.6199 gals.).
 RJ0005
 RJ0005.The modeled gravity was interpolated from observed gravity values.
 RJ0005
 RJ0005;                    North         East    Units  Estimated Accuracy
 RJ0005;SPC MI N     -   194,260.    8,204,170.      MT  (+/- 180 meters Scaled)
 RJ0005
 RJ0005                          SUPERSEDED SURVEY CONTROL
 RJ0005
 RJ0005  NGVD 29 (??/??/92)  178.89   (m)          586.9    (f) COMPUTED    1 2
 RJ0005
 RJ0005.Superseded values are not recommended for survey control.
 RJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0005.See file dsdata.txt to determine how the superseded data were derived.
 RJ0005
 RJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS041530(NAD 83)
 RJ0005_MARKER: DD = SURVEY DISK
 RJ0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0005_SP_SET: STEEL BAR
 RJ0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0005
 RJ0005  HISTORY     - Date     Condition        Report By
 RJ0005  HISTORY     - UNK      MONUMENTED       DOD
 RJ0005  HISTORY     - 1935     GOOD             NGS
 RJ0005
 RJ0005                          STATION DESCRIPTION
 RJ0005
 RJ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0005'AT SAULT STE MARIE.
 RJ0005'AT SAULT STE. MARIE, CHIPPEWA COUNTY, AT THE U.S. GOVERNMENT
 RJ0005'SLIP, BELOW THE LOCKS, 4 FEET WEST OF THE SLIP, AND 27 FEET
 RJ0005'NORTH OF THE NORTHWEST CORNER OF THE BOATHOUSE.  THE UPPER SURFACE
 RJ0005'OF A SQUARE BRASS PLATE SET ON AN OFFSET FASTENED TO A  1-1/2
 RJ0005'INCH STEEL BAR ABOUT 2 FEET BELOW THE PAVEMENT, ACCESS TO WHICH IS
 RJ0005'HAD THROUGH A SMALL IRON COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0550 ***********************************************************************
 OJ0550  DESIGNATION -  GATE USLS
 OJ0550  PID         -  OJ0550
 OJ0550  STATE/COUNTY-  MI/BAY
 OJ0550  USGS QUAD   -  BAY CITY (1973)
 OJ0550
 OJ0550                         *CURRENT SURVEY CONTROL
 OJ0550  ___________________________________________________________________
 OJ0550* NAD 83(1986)-  43 33 54.     (N)    083 54 12.     (W)     SCALED    
 OJ0550* NAVD 88     -       178.671  (meters)     586.19   (feet)  ADJUSTED  
 OJ0550  ___________________________________________________________________
 OJ0550  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0550  DYNAMIC HT  -         178.636 (meters)     586.07  (feet)  COMP
 OJ0550  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 OJ0550
 OJ0550  VERT ORDER  -  FIRST     CLASS 0
 OJ0550
 OJ0550.The horizontal coordinates were scaled from a topographic map and have
 OJ0550.an estimated accuracy of +/- 6 seconds.
 OJ0550
 OJ0550.The orthometric height was determined by differential leveling
 OJ0550.and adjusted by the National Geodetic Survey in June 1991..
 OJ0550
 OJ0550.The geoid height was determined by GEOID03.
 OJ0550
 OJ0550.The dynamic height is computed by dividing the NAVD 88
 OJ0550.geopotential number by the normal gravity value computed on the
 OJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0550.degrees latitude (g = 980.6199 gals.).
 OJ0550
 OJ0550.The modeled gravity was interpolated from observed gravity values.
 OJ0550
 OJ0550;                    North         East    Units  Estimated Accuracy
 OJ0550;SPC MI S     -   229,490.    4,037,430.      MT  (+/- 180 meters Scaled)
 OJ0550
 OJ0550                          SUPERSEDED SURVEY CONTROL
 OJ0550
 OJ0550  NGVD 29 (??/??/92)  178.817  (m)          586.67   (f) ADJ UNCH    1 0
 OJ0550
 OJ0550.Superseded values are not recommended for survey control.
 OJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0550.See file dsdata.txt to determine how the superseded data were derived.
 OJ0550
 OJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ655276(NAD 83)
 OJ0550_MARKER: I = METAL ROD
 OJ0550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0550_SP_SET: COPPER-CLAD STEEL ROD
 OJ0550_PROJECTION: PROJECTING 3 CENTIMETERS
 OJ0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0550_ROD/PIPE-DEPTH: 2.74 meters
 OJ0550
 OJ0550  HISTORY     - Date     Condition        Report By
 OJ0550  HISTORY     - 1957     MONUMENTED       USLS
 OJ0550  HISTORY     - 1976     GOOD             NOS
 OJ0550  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0550
 OJ0550                          STATION DESCRIPTION
 OJ0550
 OJ0550'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0550'IN BAY.
 OJ0550'ON THE EAST SIDE OF RIVER, ON THE SOUTH SIDE OF CASS AVE., BETWEEN
 OJ0550'HARRISON ST., AND THE RIVER, 24.2 FT. EAST OF EAST RAIL OF THE PENN
 OJ0550'CENTRAL RAILROAD TRACK, 2.0 FT. NORTH OF A GATE POST IN A FENCELINE,
 OJ0550'JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8
 OJ0550'INCH DIAMETER COPPER COATED STEEL ROD, 9 FEET LONG.
 OJ0550
 OJ0550                          STATION RECOVERY (1983)
 OJ0550
 OJ0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0164 ***********************************************************************
 SG0164  DESIGNATION -  GAY 2
 SG0164  PID         -  SG0164
 SG0164  STATE/COUNTY-  MI/KEWEENAW
 SG0164  USGS QUAD   -  GAY (1975)
 SG0164
 SG0164                         *CURRENT SURVEY CONTROL
 SG0164  ___________________________________________________________________
 SG0164* NAD 83(1994)-  47 13 35.43047(N)    088 09 48.91736(W)     ADJUSTED  
 SG0164* NAVD 88     -       199.     (meters)     653.     (feet)  SCALED    
 SG0164  ___________________________________________________________________
 SG0164  LAPLACE CORR-          -9.66  (seconds)                    DEFLEC99
 SG0164  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 SG0164
 SG0164  HORZ ORDER  -  FIRST
 SG0164
 SG0164.The horizontal coordinates were established by classical geodetic methods
 SG0164.and adjusted by the National Geodetic Survey in February 1997..
 SG0164
 SG0164.The orthometric height was scaled from a topographic map.
 SG0164
 SG0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0164
 SG0164.The geoid height was determined by GEOID03.
 SG0164
 SG0164;                    North         East     Units Scale Factor Converg.
 SG0164;SPC MI N     -   272,206.395 7,911,876.649   MT  1.00003812   -0 50 27.7
 SG0164;SPC MI N     -   893,065.60 25,957,600.55   iFT  1.00003812   -0 50 27.7
 SG0164;UTM  16      - 5,230,992.291   411,912.555   MT  0.99969536   -0 51 15.0
 SG0164
 SG0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0164!SPC MI N     -   0.99997440  x   1.00003812  =   1.00001252
 SG0164!UTM  16      -   0.99997440  x   0.99969536  =   0.99966977
 SG0164
 SG0164|---------------------------------------------------------------------|
 SG0164| PID    Reference Object                     Distance      Geod. Az  |
 SG0164|                                                           dddmmss.s |
 SG0164| CJ2547 GAY 2 RM 1                           49.018 METERS 02140     |
 SG0164| SG0165 GAY MIGS 1934                        33.072 METERS 11348     |
 SG0164| CJ2546 GAY 2 AZ MK                                        2040728.5 |
 SG0164|---------------------------------------------------------------------|
 SG0164
 SG0164                          SUPERSEDED SURVEY CONTROL
 SG0164
 SG0164  NAD 83(1986)-  47 13 35.42301(N)    088 09 48.89079(W) AD(       ) 1
 SG0164  NAD 27      -  47 13 35.69300(N)    088 09 48.50400(W) AD(       ) 1
 SG0164
 SG0164.Superseded values are not recommended for survey control.
 SG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0164.See file dsdata.txt to determine how the superseded data were derived.
 SG0164
 SG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1191330992(NAD 83)
 SG0164_MARKER: DS = TRIANGULATION STATION DISK
 SG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0164
 SG0164  HISTORY     - Date     Condition        Report By
 SG0164  HISTORY     - 1939     MONUMENTED       CGS
 SG0164  HISTORY     - 1940     SEE DESCRIPTION  CGS
 SG0164  HISTORY     - 1945     GOOD             USGS
 SG0164  HISTORY     - 1977     GOOD             NGS
 SG0164  HISTORY     - 1990     POOR             USPSQD
 SG0164
 SG0164                          STATION DESCRIPTION
 SG0164
 SG0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0164'IN THE VILLAGE OF GAY, IN SEC. 30, T. 56 N., R. 30 W., 38
 SG0164'PACES EAST-SOUTHEAST OF THE MOST EASTERLY NORTH-SOUTH STREET
 SG0164'IN THE VILLAGE, 121 FEET WEST-NORTHWEST OF THE MUNICIPAL
 SG0164'WATER TANK AND 59-1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 SG0164'OF THE CITY HALL.  THE MARK IS STAMPED GAY ECC 1939 AND
 SG0164'IS FLUSH WITH THE GROUND.
 SG0164'
 SG0164'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 SG0164'BRONZE DISKS SET IN CONCRETE.
 SG0164'ALL MARKS ARE WITNESSED BY STANDARD
 SG0164'MARKER POSTS WHICH PROJECT APPROXIMATELY 2-1/2 FEET ABOVE
 SG0164'THE GROUND.
 SG0164'
 SG0164'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, 32
 SG0164'FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF A GRAVEL STREET,
 SG0164'AND 14 FEET WEST OF THE NORTHWEST CORNER OF THE CITY HALL,
 SG0164'STAMPED GAY ECC NO 1 1939 AND IS FLUSH WITH THE GROUND.
 SG0164'
 SG0164'U.S. COAST AND GEODETIC AND STATE SURVEY STATION GAY 1934
 SG0164'IS EAST-SOUTHEAST OF THE STATION, UNDER THE WEST FACE OF
 SG0164'THE MUNICIPAL WATER TANK.
 SG0164'
 SG0164'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, 48 FEET
 SG0164'WEST OF THE SHORE LINE OF LAKE SUPERIOR, STAMPED GAY ECC
 SG0164'1939 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 SG0164'
 SG0164'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH FOR 0.2
 SG0164'MILE TO THE RAILROAD TRACKS, TURN LEFT ACROSS THE TRACKS,
 SG0164'THEN TURN RIGHT AND CONTINUE SOUTH ON A DIM FIELD ROAD FOR
 SG0164'0.1 MILE TO THE MARK.
 SG0164'
 SG0164'A 103-FOOT TOWER IS NECESSARY TO SEE ALL STATIONS.
 SG0164'
 SG0164'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 SG0164
 SG0164                          STATION RECOVERY (1940)
 SG0164
 SG0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JHS)
 SG0164'GAY ECCENTRIC HAS BEEN CHANGED TO GAY 2.  THE STATION MARK
 SG0164'AND REFERENCE MARKS NO. 0 AND NO. 1 WERE STAMPED GAY, 1939
 SG0164'ECC.  THE INSCRIPTIONS ON THESE MARKS WERE CHANGED TO GAY
 SG0164'2, 1939.  THE AZIMUTH MARK WILL BE SIMILARLY CHANGED AT
 SG0164'A LATER DATE.
 SG0164
 SG0164                          STATION RECOVERY (1945)
 SG0164
 SG0164'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1945
 SG0164'MR. W.W. WIITALA, A MEMBER OF THE U.S. GEOLOGICAL SURVEY,
 SG0164'LOCATED AT THE COLLEGE, WHO IS FAMILIAR WITH THE WORK DONE
 SG0164'THERE IN 1939, WAS REQUESTED TO MEASURE THE DISTANCES BETWEEN
 SG0164'GAY (MICH. GEOD. SURVEY, 1934) AND GAY 2, 1939.
 SG0164
 SG0164                          STATION RECOVERY (1977)
 SG0164
 SG0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 SG0164'GAY 2 1939 WAS FOUND WITH THE SURFACE MARK LEANING AT ABOUT A 20
 SG0164'DEGREE ANGLE.  THE UNDERGROUND MARK SHOULD BE IN GOOD
 SG0164'CONDITION.  GAY MICH, GEOD. S 1934 WAS RECOVERED IN GOOD CONDITION
 SG0164'AS WAS REFERENCE MARK 1.  THE AZIMUTH MARK WAS NOT RECOVERED.
 SG0164'
 SG0164'STATION IS IN THE VILLAGE OF GAY AT THE CITY HALL AND AT THE
 SG0164'NORTH EDGE OF A SOFTBALL DIAMOND.  STATION MARK IS 59-1/2 FEET
 SG0164'SW OF SW CORNER OF THE CITY HALL, 10 PACES SE OF THE EAST END
 SG0164'OF A ROW OF CEDAR TREES (WEST ROW), 8 PACES SW OF WEST END OF
 SG0164'EAST ROW OF CEDARS, AND JUST NORTH OF 3RD BASE OF THE BALL
 SG0164'DIAMOND, FLUSH WITH THE GROUND.
 SG0164'
 SG0164'R.M. 1 IS 32 FEET SOUTH OF THE CENTER OF THE EAST-WEST STREET AND
 SG0164'14 FEET WEST OF THE NORTHWEST CORNER OF THE CITY HALL.  THE MARK
 SG0164'PROJECTS 1 INCH.
 SG0164'
 SG0164'GAY (MICH GEOD S) 1934 IS ABOUT IN LINE BETWEEN THE NW AND SW
 SG0164'FOUNDATIONS FOR THE OLD WATER TOWER (NOW GONE), 13.7 FEET SOUTH
 SG0164'OF NW PIER AND 15.6 FEET NORTH OF SW PIER.  MARK IS FLUSH WITH
 SG0164'THE GROUND.
 SG0164'
 SG0164'AZIMUTH MARK WAS SEARCHED FOR, BUT DUE TO ROAD CHANGES AND GROWTH
 SG0164'OF TIMBER IT COULD NOT BE FOUND.
 SG0164'
 SG0164'IT WOULD TAKE A 103 FOOT TOWER TO CLEAR THE LOCAL OBSTRUCTIONS.
 SG0164'
 SG0164'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0164'IN VILLAGE OF GAY.
 SG0164
 SG0164                          STATION RECOVERY (1990)
 SG0164
 SG0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (RD)
 SG0164'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0163 ***********************************************************************
 SG0163  DESIGNATION -  GAY ABANDONED MINE STACK
 SG0163  PID         -  SG0163
 SG0163  STATE/COUNTY-  MI/KEWEENAW
 SG0163  USGS QUAD   -  GAY (1975)
 SG0163
 SG0163                         *CURRENT SURVEY CONTROL
 SG0163  ___________________________________________________________________
 SG0163* NAD 83(1994)-  47 13 36.09517(N)    088 09 43.29836(W)     ADJUSTED  
 SG0163* NAVD 88     -                                                        
 SG0163  ___________________________________________________________________
 SG0163  LAPLACE CORR-          -9.58  (seconds)                    DEFLEC99
 SG0163  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 SG0163
 SG0163  HORZ ORDER  -  THIRD
 SG0163
 SG0163.The horizontal coordinates were established by classical geodetic methods
 SG0163.and adjusted by the National Geodetic Survey in February 1997..
 SG0163
 SG0163
 SG0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0163
 SG0163.The geoid height was determined by GEOID03.
 SG0163
 SG0163;                    North         East     Units Scale Factor Converg.
 SG0163;SPC MI N     -   272,225.187 7,911,995.150   MT  1.00003817   -0 50 23.6
 SG0163;SPC MI N     -   893,127.25 25,957,989.34   iFT  1.00003817   -0 50 23.6
 SG0163;UTM  16      - 5,231,011.049   412,031.019   MT  0.99969510   -0 51 10.9
 SG0163
 SG0163                          SUPERSEDED SURVEY CONTROL
 SG0163
 SG0163  NAD 83(1986)-  47 13 36.08737(N)    088 09 43.26990(W) AD(       ) 4
 SG0163  NAD 27      -  47 13 36.36000(N)    088 09 42.89000(W) AD(       ) 3
 SG0163
 SG0163.Superseded values are not recommended for survey control.
 SG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0163.See file dsdata.txt to determine how the superseded data were derived.
 SG0163
 SG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1203131011(NAD 83)
 SG0163_MARKER: 63 = STACK
 SG0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0163+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 SG0163
 SG0163  HISTORY     - Date     Condition        Report By
 SG0163  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0163  HISTORY     - 20030813 GOOD             GEOCAC
 SG0163  HISTORY     - 20050807 GOOD             GEOCAC
 SG0163
 SG0163                          STATION DESCRIPTION
 SG0163
 SG0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0163'IT IS A BRICK STACK, ESTIMATED FROM MEMORY, AS ABOUT 100 FEET
 SG0163'HIGH.  IT HAS BEGUN TO DISINTEGRATE.
 SG0163
 SG0163                          STATION RECOVERY (2003)
 SG0163
 SG0163'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0163'ALTHOUGH REPORTED AS DISINTEGRATING IN 1939, IT STILL STANDS TODAY AS
 SG0163'A LOCAL LANDMARK.  IT IS LOCATED IN THE RURAL TOWN OF GAY, KEWEENAW
 SG0163'COUNTY, ON THE SHORE OF LAKE SUPERIOR.
 SG0163
 SG0163                          STATION RECOVERY (2005)
 SG0163
 SG0163'RECOVERY NOTE BY GEOCACHING 2005 (RFC)
 SG0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0665 ***********************************************************************
 QK0665  DESIGNATION -  GAY AIR
 QK0665  PID         -  QK0665
 QK0665  STATE/COUNTY-  MI/OTSEGO
 QK0665  USGS QUAD   -  GAYLORD (1986)
 QK0665
 QK0665                         *CURRENT SURVEY CONTROL
 QK0665  ___________________________________________________________________
 QK0665* NAD 83(1994)-  45 01 04.09677(N)    084 41 31.29575(W)     ADJUSTED  
 QK0665* NAVD 88     -       407.1    (meters)    1336.     (feet)  VERTCON   
 QK0665  ___________________________________________________________________
 QK0665  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 QK0665  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 QK0665
 QK0665  HORZ ORDER  -  FIRST
 QK0665
 QK0665.This mark is at Otsego County Airport (GLR)
 QK0665
 QK0665.The horizontal coordinates were established by classical geodetic methods
 QK0665.and adjusted by the National Geodetic Survey in February 1997..
 QK0665
 QK0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0665
 QK0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0665
 QK0665.The geoid height was determined by GEOID03.
 QK0665
 QK0665;                    North         East     Units Scale Factor Converg.
 QK0665;SPC MI C     -   189,081.782 5,974,356.631   MT  0.99991355   -0 13 47.4
 QK0665;SPC MI C     -   620,347.05 19,600,907.58   iFT  0.99991355   -0 13 47.4
 QK0665;UTM  16      - 4,987,519.607   681,847.302   MT  1.00000663   +1 37 58.6
 QK0665
 QK0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0665!SPC MI C     -   0.99994164  x   0.99991355  =   0.99985520
 QK0665!UTM  16      -   0.99994164  x   1.00000663  =   0.99994827
 QK0665
 QK0665|---------------------------------------------------------------------|
 QK0665| PID    Reference Object                     Distance      Geod. Az  |
 QK0665|                                                           dddmmss.s |
 QK0665| QK0669 GAY AIR AZ MK                       360.164 METERS 11147     |
 QK0665| QK0670 GAY AIR AZ MK PT A 1976             355.665 METERS 11228     |
 QK0665| CH1172 GAY AIR RM 1                         23.448 METERS 16235     |
 QK0665| CH1173 GAY AIR RM 2                         21.565 METERS 27116     |
 QK0665|---------------------------------------------------------------------|
 QK0665
 QK0665                          SUPERSEDED SURVEY CONTROL
 QK0665
 QK0665  NAD 83(1986)-  45 01 04.09050(N)    084 41 31.30103(W) AD(       ) 1
 QK0665  NAD 27      -  45 01 04.03762(N)    084 41 31.18867(W) AD(       ) 1
 QK0665  NGVD 29 (07/19/86)  407.2    (m)         1336.     (f) VERT ANG       
 QK0665
 QK0665.Superseded values are not recommended for survey control.
 QK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0665.See file dsdata.txt to determine how the superseded data were derived.
 QK0665
 QK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8184787520(NAD 83)
 QK0665_MARKER: DS = TRIANGULATION STATION DISK
 QK0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0665_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QK0665_STAMPING: GAY AIR 1976
 QK0665_MARK LOGO: NGS   
 QK0665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0665+STABILITY: SURFACE MOTION
 QK0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0665+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 QK0665
 QK0665  HISTORY     - Date     Condition        Report By
 QK0665  HISTORY     - 1976     MONUMENTED       NGS
 QK0665  HISTORY     - 19900825 GOOD             NGS
 QK0665  HISTORY     - 19960812 GOOD             USPSQD
 QK0665  HISTORY     - 20030215 GOOD             USPSQD
 QK0665
 QK0665                          STATION DESCRIPTION
 QK0665
 QK0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0665'STATION IS ABOUT 1 MILE SOUTHWEST OF GAYLORD, 1/2 MILE WEST
 QK0665'OF U.S.HIGHWAY 27, ON PROPERTY OF OTSEGO COUNTY AIRPORT,
 QK0665'PERMISSION OBTAINED FROM L.R. BRILL, AIRPORT MANAGER, HIS
 QK0665'PHONE NUMBER IS 517 732 4218.
 QK0665'
 QK0665'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 AND
 QK0665'U.S. HIGHWAY 27 IN THE WEST EDGE OF GAYLORD, GO WEST ON
 QK0665'HIGHWAY 32 FOR 0.1 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 QK0665'SOUTH ON DICKERSON ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT
 QK0665'(TO REACH THE AZIMUTH MARK FROM THIS POINT,
 QK0665'CONTINUE SOUTH ON DICKERSON ROAD FOR 0.1 MILE TO THE MARK ON
 QK0665'THE WEST SIDE OF THE ROAD.) TURN RIGHT AND GO WEST ON VAN
 QK0665'TYLE ROAD FOR 0.25 MILE TO A DRIVEWAY LEFT JUST PAST THE
 QK0665'AIRPORT ENTRANCE.  TURN LEFT AND GO SOUTHWEST FOR 100 FEET TO
 QK0665'THE STATION NEAR THE AIRPORT BEACON TOWER.
 QK0665'
 QK0665'THE STATION MARKS, STAMPED ---GAY AIR 1976---, ARE STANDARD
 QK0665'DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 QK0665'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 QK0665'SURFACE.  IT IS 111 FEET SOUTH OF THE CENTER OF VAN TYLE ROAD,
 QK0665'93 FEET WEST OF THE CENTER OF THE DRIVEWAY, 53 FEET EAST OF
 QK0665'THE SOUTHEAST LEG OF THE BEACON TOWER AND 51 FEET
 QK0665'SOUTHEAST OF A POWER LINE POLE WITH A TRANSFORMER.
 QK0665'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 QK0665'OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 QK0665'
 QK0665'REFERENCE MARK 1, STAMPED---GAY AIR NO 1 1976---,IS A STANDARD
 QK0665'DISK.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0665'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 108
 QK0665'FEET SOUTHEAST OF THE SOUTHEAST LEG OF THE BEACON TOWER AND
 QK0665'18 FEET NORTHWEST OF THE ASPHALT DRIVE.
 QK0665'
 QK0665'REFERENCE MARK 2, STAMPED---GAY AIR NO 2 1976---IS A STANDARD
 QK0665'DISK.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0665'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET
 QK0665'SOUTHWEST OF THE POWER LINE POLE WITH THE TRANSFORMER AND 7
 QK0665'FEET WEST OF THE SOUTHWEST LEG OF THE BEACON TOWER.
 QK0665'
 QK0665'THE AZIMUTH MARK, STAMPED---GAY AIR 1976---, IS A STANDARD DISK,
 QK0665'IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0665'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39 FEET
 QK0665'WEST OF THE CENTER OF DICKERSON ROAD, 24 FEET SOUTH OF
 QK0665'A DRIVE AND 3 FEET NORTHEAST OF A WITNESS POST.
 QK0665'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 QK0665'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 22.31 METERS.
 QK0665'DESCRIBED BY M.K. FOWLER.
 QK0665
 QK0665                          STATION RECOVERY (1990)
 QK0665
 QK0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 QK0665'THE STATION IS LOCATED ON THE OTSEGO COUNTY AIRPORT IN GAYLORD.  THE
 QK0665'STATION IS APPROXIMATELY 52.7 FT (16.1 M) EAST OF THE SOUTHEAST LEG OF
 QK0665'THE AIRPORT BEACON, 29.8 FT (9.1 M) NORTHWEST OF THE FENCE CORNER POST
 QK0665'AND 14.2 FT (4.3 M) WEST OF THE FENCE.  THE STATION IS A STANDARD NGS
 QK0665'TRIANGULATION DISK STAMPED GAY AIR 1976 AND SET IN A 12 INCH
 QK0665'CYLINDRICAL CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QK0665
 QK0665                          STATION RECOVERY (1996)
 QK0665
 QK0665'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0665'RECOVERED IN GOOD CONDITION.
 QK0665
 QK0665                          STATION RECOVERY (2003)
 QK0665
 QK0665'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0669 ***********************************************************************
 QK0669  DESIGNATION -  GAY AIR AZ MK
 QK0669  PID         -  QK0669
 QK0669  STATE/COUNTY-  MI/OTSEGO
 QK0669  USGS QUAD   -  GAYLORD (1986)
 QK0669
 QK0669                         *CURRENT SURVEY CONTROL
 QK0669  ___________________________________________________________________
 QK0669* NAD 83(1994)-  45 00 59.76766(N)    084 41 16.02071(W)     ADJUSTED  
 QK0669* NAVD 88     -       406.4    (meters)    1333.     (feet)  GPS OBS   
 QK0669  ___________________________________________________________________
 QK0669  X           -     418,155.137 (meters)                     COMP
 QK0669  Y           -  -4,497,150.030 (meters)                     COMP
 QK0669  Z           -   4,488,915.638 (meters)                     COMP
 QK0669  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 QK0669  ELLIP HEIGHT-         371.53  (meters)          (07/17/02) GPS OBS
 QK0669  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 QK0669
 QK0669  HORZ ORDER  -  FIRST
 QK0669  ELLP ORDER  -  FOURTH    CLASS I
 QK0669
 QK0669.This mark is at Otsego County Airport (GLR)
 QK0669
 QK0669.The horizontal coordinates were established by classical geodetic methods
 QK0669.and adjusted by the National Geodetic Survey in February 1997..
 QK0669
 QK0669.The orthometric height was determined by GPS observations and a
 QK0669.high-resolution geoid model.
 QK0669
 QK0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0669
 QK0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0669
 QK0669.The ellipsoidal height was determined by GPS observations
 QK0669.and is referenced to NAD 83.
 QK0669
 QK0669.The geoid height was determined by GEOID03.
 QK0669
 QK0669;                    North         East     Units Scale Factor Converg.
 QK0669;SPC MI C     -   188,946.823 5,974,690.520   MT  0.99991352   -0 13 36.6
 QK0669;SPC MI C     -   619,904.27 19,602,003.02   iFT  0.99991352   -0 13 36.6
 QK0669;UTM  16      - 4,987,395.560   682,185.433   MT  1.00000814   +1 38 09.3
 QK0669
 QK0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0669!SPC MI C     -   0.99994175  x   0.99991352  =   0.99985528
 QK0669!UTM  16      -   0.99994175  x   1.00000814  =   0.99994989
 QK0669
 QK0669:                Primary Azimuth Mark                     Grid Az
 QK0669:SPC MI C     -  GAYLORD US PLYWOOD WATER TK              187 34 09.9
 QK0669:UTM  16      -  GAYLORD US PLYWOOD WATER TK              185 42 24.0
 QK0669
 QK0669|---------------------------------------------------------------------|
 QK0669| PID    Reference Object                     Distance      Geod. Az  |
 QK0669|                                                           dddmmss.s |
 QK0669| QK0664 GAYLORD US PLYWOOD WATER TK         APPROX. 1.8 KM 1872033.3 |
 QK0669| QK0670 GAY AIR AZ MK PT A 1976               6.243 METERS 24814     |
 QK0669| QK0666 AIRPORT BCN GAYLORD APT             377.839 METERS 29111     |
 QK0669| QK0665 GAY AIR                             360.164 METERS 29147     |
 QK0669|---------------------------------------------------------------------|
 QK0669
 QK0669                          SUPERSEDED SURVEY CONTROL
 QK0669
 QK0669  ELLIP H (02/03/97)  371.57   (m)                       GP(       ) 4 1
 QK0669  NAD 83(1986)-  45 00 59.76141(N)    084 41 16.02602(W) AD(       ) 1
 QK0669  NAD 27      -  45 00 59.70846(N)    084 41 15.91445(W) AD(       ) 1
 QK0669  NGVD 29 (07/19/86)  406.6    (m)         1334.     (f) VERT ANG       
 QK0669
 QK0669.Superseded values are not recommended for survey control.
 QK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0669.See file dsdata.txt to determine how the superseded data were derived.
 QK0669
 QK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8218587396(NAD 83)
 QK0669_MARKER: DZ = AZIMUTH MARK DISK
 QK0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0669_SP_SET: CONCRETE POST
 QK0669_STAMPING: GAY AIR 1976
 QK0669_MARK LOGO: NGS   
 QK0669_MAGNETIC: O = OTHER; SEE DESCRIPTION
 QK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0669+STABILITY: SURFACE MOTION
 QK0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0669+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 QK0669
 QK0669  HISTORY     - Date     Condition        Report By
 QK0669  HISTORY     - 1976     MONUMENTED       NGS
 QK0669  HISTORY     - 19910813 GOOD             NGS
 QK0669  HISTORY     - 19960812 GOOD             USPSQD
 QK0669  HISTORY     - 20011218 GOOD             MI-137
 QK0669  HISTORY     - 20030215 GOOD             USPSQD
 QK0669  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0669
 QK0669                          STATION DESCRIPTION
 QK0669
 QK0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (NGS)
 QK0669'THE STATION IS LOCATED ADJACENT TO THE GAYLORD COUNTY AIRPORT IN
 QK0669'GAYLORD.  THE STATION IS 24.7 FT (7.5 M) WEST OF THE EDGE OF DICKERSON
 QK0669'ROAD, AND 57.5 FT (17.5 M) NORTHEAST OF A FENCE CORNER POST.  IT IS
 QK0669'ALSO 7.8 FT (2.4 M) SOUTH OF A TELEPHONE BOX AND 3 FT (0.9 M) NORTH OF
 QK0669'A WITNESS POST.  THE STATION IS A STANDARD NGS AZIMUTH DISK AND IS SET
 QK0669'IN A 12 INCH CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
 QK0669
 QK0669                          STATION RECOVERY (1991)
 QK0669
 QK0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0669'STATION IS IN QUAD. 450843, ABOUT 1 MILE (1.6 KM) SOUTHWEST OF
 QK0669'GAYLORD, AND 1/2 MILE WEST FROM INTERSTATE HIGHWAY 75.  IT IS IN THE
 QK0669'NORTHEAST 1/4 OF SECTION 8, T-31-N, R-3-W, ON THE GAYLORD QUADRANGLE
 QK0669'MAP AND ON PROPERTY OF THE OTSEGO COUNTY AIRPORT.
 QK0669'$
 QK0669'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-32 AND INTERSTATE
 QK0669'HIGHWAY 75 AT THE WEST EDGE OF GAYLORD, GO WEST ON M-32 FOR 0.1 MI
 QK0669'(0.2 KM)  TO A SIDE ROAD LEFT, DICKERSON ROAD.  TURN LEFT AND GO
 QK0669'SOUTH ON DICKERSON ROAD FOR 0.7 MI (1.1 KM)  TO A SIDE ROAD RIGHT,
 QK0669'VAN TYLE ROAD.  CONTINUE SOUTH ON DICKERSON ROAD FOR 0.1 MI (0.2 KM)
 QK0669'TO MARK ON RIGHT AS DESCRIBED.
 QK0669'$
 QK0669'IT IS 39 FT (11.9 MT) WEST FROM THE CENTER OF DICKERSON ROAD, 24 FT
 QK0669'(7.3 MT) SOUTH FROM A DRIVE AND 3.0 FT (0.9 MT) NORTHEAST FROM A
 QK0669'WITNESS POST.
 QK0669
 QK0669                          STATION RECOVERY (1996)
 QK0669
 QK0669'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2001)
 QK0669
 QK0669'RECOVERY NOTE BY OTSEGO COUNTY MICHIGAN 2001 (JSC)
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2003)
 QK0669
 QK0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0669'RECOVERED IN GOOD CONDITION.
 QK0669
 QK0669                          STATION RECOVERY (2003)
 QK0669
 QK0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0669'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0165 ***********************************************************************
 SG0165  DESIGNATION -  GAY MIGS 1934
 SG0165  PID         -  SG0165
 SG0165  STATE/COUNTY-  MI/KEWEENAW
 SG0165  USGS QUAD   -  GAY (1975)
 SG0165
 SG0165                         *CURRENT SURVEY CONTROL
 SG0165  ___________________________________________________________________
 SG0165* NAD 83(1994)-  47 13 34.99823(N)    088 09 47.47904(W)     ADJUSTED  
 SG0165* NAVD 88     -       199.04   (+/-2cm)     653.0    (feet)  VERTCON   
 SG0165  ___________________________________________________________________
 SG0165  LAPLACE CORR-          -9.63  (seconds)                    DEFLEC99
 SG0165  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 SG0165
 SG0165  HORZ ORDER  -  SECOND
 SG0165  VERT ORDER  -  THIRD ? (See Below)
 SG0165
 SG0165.The horizontal coordinates were established by classical geodetic methods
 SG0165.and adjusted by the National Geodetic Survey in February 1997..
 SG0165
 SG0165.The NAVD 88 height was computed by applying the VERTCON shift value to
 SG0165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 SG0165.The vertical order pertains to the NGVD 29 superseded value.
 SG0165
 SG0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0165
 SG0165.The geoid height was determined by GEOID03.
 SG0165
 SG0165;                    North         East     Units Scale Factor Converg.
 SG0165;SPC MI N     -   272,192.603 7,911,906.710   MT  1.00003808   -0 50 26.7
 SG0165;SPC MI N     -   893,020.35 25,957,699.18   iFT  1.00003808   -0 50 26.7
 SG0165;UTM  16      - 5,230,978.497   411,942.602   MT  0.99969530   -0 51 14.0
 SG0165
 SG0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0165!SPC MI N     -   0.99997439  x   1.00003808  =   1.00001247
 SG0165!UTM  16      -   0.99997439  x   0.99969530  =   0.99966970
 SG0165
 SG0165:                Primary Azimuth Mark                     Grid Az
 SG0165:SPC MI N     -  CALUMET FIRE TOWER MIGS 1934             279 11 59.9
 SG0165:UTM  16      -  CALUMET FIRE TOWER MIGS 1934             279 12 47.2
 SG0165
 SG0165|---------------------------------------------------------------------|
 SG0165| PID    Reference Object                     Distance      Geod. Az  |
 SG0165|                                                           dddmmss.s |
 SG0165| SG0183 CALUMET FIRE TOWER MIGS 1934        APPROX.18.9 KM 2782133.2 |
 SG0165|---------------------------------------------------------------------|
 SG0165
 SG0165                          SUPERSEDED SURVEY CONTROL
 SG0165
 SG0165  NAD 83(1986)-  47 13 34.99077(N)    088 09 47.45250(W) AD(       ) 2
 SG0165  NAD 27      -  47 13 35.26100(N)    088 09 47.06600(W) AD(       ) 2
 SG0165  NGVD 29 (07/19/86)  199.04   (m)          653.0    (f) LEVELING    3  
 SG0165
 SG0165.Superseded values are not recommended for survey control.
 SG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0165.See file dsdata.txt to determine how the superseded data were derived.
 SG0165
 SG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT1194330978(NAD 83)
 SG0165_MARKER: DD = SURVEY DISK
 SG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 SG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0165+STABILITY: SURFACE MOTION
 SG0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0165+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2003
 SG0165
 SG0165  HISTORY     - Date     Condition        Report By
 SG0165  HISTORY     - 1934     MONUMENTED       MIGS
 SG0165  HISTORY     - 1939     GOOD             CGS
 SG0165  HISTORY     - 1982     GOOD             LOCENG
 SG0165  HISTORY     - 20030701 GOOD             GEOCAC
 SG0165
 SG0165                          STATION DESCRIPTION
 SG0165
 SG0165'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0165'IN THE VILLAGE OF GAY, UNDER WESTERN FACE OF PUBLIC WATER
 SG0165'TANK, 13.70 FEET FROM ITS NORTHWESTERN PIER, 30.43 FEET
 SG0165'FROM NORTHEASTERN PIER, 31.68 FEET FROM SOUTHEASTERN PIER
 SG0165'AND 15.57 FEET FROM ITS SOUTHWESTERN PIER.  STATION MARK
 SG0165'IS U.S.C. AND G.S. AND S.S. STANDARD DISK STAMPED GAY 1934
 SG0165'AND SET IN A 12- BY 12-INCH CONCRETE POST AS DESCRIBED IN
 SG0165'
 SG0165'TO REACH FROM CALUMET, DRIVE ON THE MAIN CALUMET-COPPER
 SG0165'HARBOR HIGHWAY TO MOHAWK LOCATION, TURN EAST ON THE ROAD
 SG0165'TO GAY AND DRIVE ON THIS ROAD 12.9 MILES TO THE FIRST CORNER
 SG0165'IN GAY.  FROM THIS CORNER PROCEED 125 PACES EAST TO NORTH-SOUTH
 SG0165'STREET AND THEN SOUTH TO THE PUBLIC WATER TANK WHICH IS
 SG0165'67 PACES EAST FROM CENTER OF THE STREET.  TO REACH FROM
 SG0165'LAKE LINDEN START FROM THE CORNERS IN NORTH END OF VILLAGE
 SG0165'OF LAKE LINDEN AND DRIVE 0.6 MILE EAST ALONG NORTH END OF
 SG0165'TORCH LAKE TO A FORK, TAKE NORTH FORK AND DRIVE FOR 2.7
 SG0165'MILES TO ANOTHER FORK, TAKE EAST FORK AND DRIVE 10.5 MILES
 SG0165'TO FIRST CORNER IN GAY.  PROCEED EAST 125 PACES TO
 SG0165'NORTH-SOUTH STREET THENCE NORTH 230 PACES TO PUBLIC WATER
 SG0165'TANK.
 SG0165'
 SG0165'THE AZIMUTH MARK IS 10 FEET WEST OF WEST EDGE OF MAIN HIGHWAY
 SG0165'FROM MOHAWK TO LAKE LINDEN PASSING THROUGH GAY, WHICH IS
 SG0165'125 PACES WEST OF AND PARALLEL TO THE NORTH-SOUTH STREET
 SG0165'PAST THE PUBLIC WATER TANK AND THE STATION.  IT IS A STANDARD
 SG0165'U.S.C. AND G.S. AND S.S. DISK SET IN CONCRETE,
 SG0165'4.5 FEET EAST OF THE FENCE AND CAN BE FOUND
 SG0165'BY MEANS OF ITS BEARING (N. 81 DEG 38 MIN W.) FROM THE STATION.
 SG0165'
 SG0165'HEIGHT OF LIGHT ABOVE STATION MARK - 34.8 METERS.
 SG0165
 SG0165                          STATION RECOVERY (1939)
 SG0165
 SG0165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0165'TWELVE FEET FROM THE CENTER AND UNDER THE WEST FACE OF THE
 SG0165'MUNICIPAL WATER TANK, FLUSH WITH THE GROUND, IN A 12- BY
 SG0165'12-INCH CONCRETE POST WITH A SPECIAL TYPE OF DISK STAMPED
 SG0165'GAY 1934 SET IN THE TOP OF IT, AND LOCATED 108.50 FEET (33.070
 SG0165'METERS) EAST-SOUTHEAST OF TRIANGULATION STATION GAY ECC.
 SG0165
 SG0165                          STATION RECOVERY (1982)
 SG0165
 SG0165'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JW)
 SG0165'GAY 1934 RECOVERED EXCELLENT----FOUND AS NOTED BUT WATER TANK HAS
 SG0165'BEEN REMOVED, FOOTINGS OF TANK STILL REMAIN ALLOWING FOR LOCATION
 SG0165'OF THE SURVEY MARK FROM THE ORIGINAL NOTES.
 SG0165
 SG0165                          STATION RECOVERY (2003)
 SG0165
 SG0165'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0165'GAY, BEHIND AN OLD CONCRETE BLDG FOUNDATION WITH A GARAGE ON THE NORTH
 SG0165'END(TWP). 82 FT S15 E OF SE CORNER TWP HALL, 66 FT S35 W OF SW CORNER
 SG0165'FNDTN, 60 FT S62 W OF SW CORNER, 50 FT SE OF THE END OF ROW  CEDARS
 SG0165'EXTENDING WEST, 45 FT S OF MANHOLE, FLUSH WITH GROUND. THE DISK HAS
 SG0165'BEEN SCUFFED AND ANY STAMPING CANNOT BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0658 ***********************************************************************
 QK0658  DESIGNATION -  GAYLORD
 QK0658  PID         -  QK0658
 QK0658  STATE/COUNTY-  MI/OTSEGO
 QK0658  USGS QUAD   -  GAYLORD (1986)
 QK0658
 QK0658                         *CURRENT SURVEY CONTROL
 QK0658  ___________________________________________________________________
 QK0658* NAD 83(1994)-  45 02 35.20749(N)    084 40 24.89459(W)     ADJUSTED  
 QK0658* NAVD 88     -       420.5    (meters)    1380.     (feet)  GPS OBS   
 QK0658  ___________________________________________________________________
 QK0658  X           -     419,077.231 (meters)                     COMP
 QK0658  Y           -  -4,494,980.591 (meters)                     COMP
 QK0658  Z           -   4,491,007.892 (meters)                     COMP
 QK0658  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 QK0658  ELLIP HEIGHT-         385.54  (meters)          (07/17/02) GPS OBS
 QK0658  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 QK0658
 QK0658  HORZ ORDER  -  FIRST
 QK0658  ELLP ORDER  -  FOURTH    CLASS I
 QK0658
 QK0658.The horizontal coordinates were established by classical geodetic methods
 QK0658.and adjusted by the National Geodetic Survey in February 1997..
 QK0658
 QK0658.The orthometric height was determined by GPS observations and a
 QK0658.high-resolution geoid model.
 QK0658
 QK0658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0658
 QK0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0658
 QK0658.The ellipsoidal height was determined by GPS observations
 QK0658.and is referenced to NAD 83.
 QK0658
 QK0658.The geoid height was determined by GEOID03.
 QK0658
 QK0658;                    North         East     Units Scale Factor Converg.
 QK0658;SPC MI C     -   191,888.451 5,975,820.998   MT  0.99991422   -0 13 00.5
 QK0658;SPC MI C     -   629,555.29 19,605,711.94   iFT  0.99991422   -0 13 00.5
 QK0658;UTM  16      - 4,990,372.676   683,219.774   MT  1.00001279   +1 38 48.2
 QK0658
 QK0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0658!SPC MI C     -   0.99993956  x   0.99991422  =   0.99985378
 QK0658!UTM  16      -   0.99993956  x   1.00001279  =   0.99995235
 QK0658
 QK0658|---------------------------------------------------------------------|
 QK0658| PID    Reference Object                     Distance      Geod. Az  |
 QK0658|                                                           dddmmss.s |
 QK0658| CH1175 GAYLORD RM 1                         26.849 METERS 03455     |
 QK0658| QK0655 GAYLORD N MICH SANITARIUM TK        APPROX. 0.6 KM 0633605.4 |
 QK0658| QK0661 GAYLORD RADIO WATC MAST             APPROX. 2.2 KM 1525657.6 |
 QK0658| CH1176 GAYLORD RM 2                         29.021 METERS 16555     |
 QK0658| QK0656 GAYLORD MUNICIPAL TANK              APPROX. 2.5 KM 1793702.1 |
 QK0658| PL0479 OAK GROVE STANDARD PROD TANK        APPROX. 7.8 KM 1820439.5 |
 QK0658| QK0662 GAYLORD GEN TEL KQN 58 TOWER        APPROX. 1.7 KM 1830014.7 |
 QK0658| CH1174 GAYLORD AZ MK                                      1865536.0 |
 QK0658| QK0667 GAYLORD AZ MK RESET                 407.322 METERS 1875817.6 |
 QK0658| QK0663 GAYLORD MUNICIPAL TANK N            APPROX. 2.4 KM 1962216.5 |
 QK0658| QK0680 HUDSON 1932 RM 2 1975               APPROX.15.5 KM 3363559.0 |
 QK0658|---------------------------------------------------------------------|
 QK0658
 QK0658                          SUPERSEDED SURVEY CONTROL
 QK0658
 QK0658  ELLIP H (02/03/97)  385.57   (m)                       GP(       ) 4 1
 QK0658  NAD 83(1986)-  45 02 35.20121(N)    084 40 24.89989(W) AD(       ) 1
 QK0658  NAD 27      -  45 02 35.14805(N)    084 40 24.78876(W) AD(       ) 1
 QK0658  NGVD 29 (07/19/86)  420.70   (m)         1380.2    (f) LEVELING    3  
 QK0658
 QK0658.Superseded values are not recommended for survey control.
 QK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0658.See file dsdata.txt to determine how the superseded data were derived.
 QK0658
 QK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8322090373(NAD 83)
 QK0658_MARKER: DS = TRIANGULATION STATION DISK
 QK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0658_SP_SET: CONCRETE POST
 QK0658_STAMPING: GAYLORD 1956
 QK0658_MARK LOGO: CGS   
 QK0658_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0658+STABILITY: SURFACE MOTION
 QK0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0658+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 QK0658
 QK0658  HISTORY     - Date     Condition        Report By
 QK0658  HISTORY     - 1956     MONUMENTED       CGS
 QK0658  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0658  HISTORY     - 1956     GOOD             CGS
 QK0658  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 QK0658  HISTORY     - 1975     GOOD             NGS
 QK0658  HISTORY     - 1980     GOOD             MIDH
 QK0658  HISTORY     - 19890403 GOOD             NGS
 QK0658  HISTORY     - 19910708 GOOD             NGS
 QK0658  HISTORY     - 19940610 GOOD             NGS
 QK0658  HISTORY     - 19960811 GOOD             USPSQD
 QK0658  HISTORY     - 20030215 GOOD             USPSQD
 QK0658
 QK0658                          STATION DESCRIPTION
 QK0658
 QK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0658'THE STATION IS ABOUT 1/2 MILE NORTH OF GAYLORD, IN THE SOUTHEAST
 QK0658'ANGLE OF THE INTERSECTION
 QK0658'OF U.S. HIGHWAY 27 WITH A PAVED ROAD EAST.  IT IS 78 FEET EAST OF THE
 QK0658'CENTERLINE OF HIGHWAY 27, 41
 QK0658'FEET SOUTHWEST OF A TELEPHONE POLE AND 24 FEET WEST OF A
 QK0658'WOOD FENCE AND A WHITE WITNESS POST.  THE MARK
 QK0658'IS FLUSH AND THE DISK IS STAMPED
 QK0658'GAYLORD 1956.
 QK0658'
 QK0658'TO REACH THE STATION FROM THE EASTERN JUNCTION OF U.S. HIGHWAY 27
 QK0658'WITH STATE HIGHWAY 32 IN
 QK0658'GAYLORD, GO NORTH ON HIGHWAY 27 FOR 1.05 MILE TO A PAVED ROAD RIGHT
 QK0658'AND THE STATION ON THE RIGHT IN
 QK0658'THE SOUTHEAST ANGLE OF THE INTERSECTION.
 QK0658'
 QK0658'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY 27
 QK0658'FOR 0.3 MILE TO THE MARK ON
 QK0658'THE RIGHT.
 QK0658'
 QK0658'REFERENCE MARK 1 IS 72 FEET SOUTH OF THE SOUTHEAST ANGLE OF A
 QK0658'TRIANGLE FORMED BY THE
 QK0658'INTERSECTION OF HIGHWAY 27 WITH THE PAVED ROAD EAST, 47 FEET
 QK0658'NORTHEAST OF A TELEPHONE POLE
 QK0658'AND 91 FEET SOUTHEAST OF A SIGN, NORTHERN MICHIGAN TUBERCULOSIS
 QK0658'HOSPITAL.  THE MARK IS FLUSH AND
 QK0658'THE DISK IS STAMPED GAYLORD NO 1 1956.
 QK0658'
 QK0658'REFERENCE MARK 2 IS 101 FEET EAST OF THE CENTERLINE OF HIGHWAY 27, 73
 QK0658'FEET NORTH OF A TELEPHONE
 QK0658'POLE AND 1 FOOT WEST OF A WOOD FENCE.  THE MARK IS FLUSH AND THE DISK
 QK0658'IS STAMPED GAYLORD NO 2 1956.
 QK0658'
 QK0658'THE AZIMUTH MARK IS 99 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 QK0658'27, 1 FOOT EAST OF A WIRE
 QK0658'FENCE AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 QK0658'AND THE DISK IS STAMPED GAYLORD
 QK0658'1956.
 QK0658'
 QK0658'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0658
 QK0658                          STATION RECOVERY (1956)
 QK0658
 QK0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0658'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 QK0658'RECOVERED IN GOOD CONDITION, AS DESCRIBED IN 1975.  STATION WAS
 QK0658'OCCUPIED LESS THAN ONE YEAR AGO, SO DISTANCE AND DIRECTION TO
 QK0658'REFERENCE MARKS WAS NOT CHECKED.
 QK0658'
 QK0658'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 QK0658'HEIGHT OF TELESCOPE ABOVE THE STATION MARK WAS 27.7 METERS.
 QK0658'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 30.3 METERS.
 QK0658'DESCRIBED BY G.R. HEID.
 QK0658
 QK0658                          STATION RECOVERY (1956)
 QK0658
 QK0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QK0658'RECOVERED IN GOOD CONDITION.
 QK0658
 QK0658                          STATION RECOVERY (1974)
 QK0658
 QK0658'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (GRM)
 QK0658'RECOVERED BY ROBINSON MCKELLEY ASSOCIATES INC.
 QK0658'
 QK0658'GAYLORD 1956 MARK IN EXCELLENT CONDITION- NEEDS WITNESS POST
 QK0658'GAYLORD NO. 1 AND
 QK0658'NO. 2 REF. MARKS IN EXCELLENT CONDITION- NEEDS WITNESS POST
 QK0658'GAYLORD 1956 AZ. MARK DISC REMOVED
 QK0658'BY HEAVY EQUIPT.- NEEDS REPAIR
 QK0658'
 QK0658'AZIMUTH MARK IN NEED OF REPAIR
 QK0658'DIRECTION TO WATER
 QK0658'TANK APPARENTLY IN ERROR BY 1 DEG 00 MIN 00 SEC- SHOULD BE 86 DEG 59
 QK0658'MIN 09.1 SEC.  DESCRIPTION CHANGES- TO REACH THE
 QK0658'STATION FROM THE JUNCTION OF M-32 HIGHWAY
 QK0658'AND OLD U.S. -27 HIGHWAY IN GAYLORD, GO NORTH ON OLD
 QK0658'US-27 FOR 1.1 MILES
 QK0658'TO THE PAVED ENTRANCE TO THE ALPINE CENTER (FORMERLY THE NORTH
 QK0658'MICHIGAN TUBERCULOSIS SANITARIUM) ON THE
 QK0658'RIGHT AND THE MARK IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 QK0658
 QK0658                          STATION RECOVERY (1975)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0658'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 QK0658'GOOD CONDITION AS DESCRIBED IN 1956.  THE AZIMUTH MARK POST WAS
 QK0658'RECOVERED BUT THE DISK DESTROYED.  A NEW AZIMUTH MARK WAS
 QK0658'ESTABLISHED AND IS AS DESCRIBED.  A CHECK WAS MADE FOR DISTANCE TO
 QK0658'THE REFERENCE MARKS.  THE DISTANCE WAS FOUND CORRECT.  THE
 QK0658'DIRECTION BETWEEN THE REFERENCE MARKS WERE FOUND ADEQUATE.  THE
 QK0658'ROUTE U.S. HIGHWAY 27 IN THE 1956 DESCRIPTION IS NOW OLD U.S.
 QK0658'HIGHWAY 27.  DUE TO CHANGES A NEW AND COMPLETE DESCRIPTION
 QK0658'FOLLOWS.
 QK0658'
 QK0658'THE STATION IS ABOUT 1/2 MILE NORTH OF GAYLORD AND AT THE
 QK0658'INTERSECTION OF OLD U.S. HIGHWAY 27 AND A PAVED ROAD THAT IS THE
 QK0658'ENTRANCE TO THE NORTH MICHIGAN TUBERCULOSIS SANITARIUM.  IT IS
 QK0658'ON COUNTY ROAD RIGHT-OF-WAY.  PERMISSION OBTAINED FROM MR. LARRY
 QK0658'BOWERS, OTSEGO COUNTY ENGINEER, GAYLORD, MICHIGAN.
 QK0658'
 QK0658'TO REACH THE STATION FROM THE JUNCTION OF OLD U.S. HIGHWAY 27 AND
 QK0658'STATE HIGHWAY 32 WHICH IS ONE BLOCK WEST OF THE POST OFFICE IN
 QK0658'GAYLORD, GO NORTH ON OLD U.S. HIGHWAY 27 FOR 0.8 MILE TO THE
 QK0658'AZIMUTH MARK ON THE LEFT, WEST SIDE OF HIGHWAY AND IN THE NORTH
 QK0658'END OF THE SIDEWALK OF THE CITGO L.P. GAS DEPOT, AS DESCRIBED.
 QK0658'CONTINUE NORTH ON OLD U.S. HIGHWAY 27 FOR 0.25 MILE TO THE
 QK0658'STATION ON THE RIGHT, EAST SIDE OF ROAD.  AS DESCRIBED.
 QK0658'
 QK0658'STATION MARKS ARE STANDARD DISKS STAMPED GAYLORD 1956.  THE
 QK0658'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QK0658'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 95 FEET SOUTH OF THE
 QK0658'CENTER OF PAVED ROAD, 78.5 FEET EAST OF THE CENTERLINE OF OLD
 QK0658'U.S. HIGHWAY 27, 24 FEET WEST OF RAIL FENCE AND 16.5 SOUTHWEST
 QK0658'OF THE SOUTHWEST CORNER OF BRICK FOUNDATION OF SIGN.  THE
 QK0658'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 QK0658'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 QK0658'
 QK0658'REFERENCE MARK 1, A STANDARD DISK STAMPED GAYLORD NO 1 1956, IS
 QK0658'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 QK0658'WITH THE GROUND SURFACE.  IT IS 61.1 FEET NORTHEAST OF THE
 QK0658'NORTHEAST CORNER OF A BRICK FOUNDATION OF SIGN, 59 FEET SOUTH OF
 QK0658'THE APPROXIMATE CENTER OF PAVED ROAD AND 46.5 FEET NORTHEAST OF
 QK0658'A POWERLINE POLE.
 QK0658'
 QK0658'REFERENCE MARK 2, A STANDARD DISK STAMPED GAYLORD NO 2 1956, IS
 QK0658'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS SET
 QK0658'FLUSH WITH THE GROUND SURFACE.  IT IS 101 FEET EAST OF THE
 QK0658'CENTERLINE OF OLD U.S. HIGHWAY 27, 72 FEET NORTH OF POWERLINE
 QK0658'POLE, 5 FEET EAST OF OVERHEAD POWERLINE AND 0.6 FEET WEST OF RAIL
 QK0658'FENCE.
 QK0658'
 QK0658'THE AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED GAYLORD
 QK0658'1956 AZ 2 1975, THE DISK IS SET FLUSH IN DRILL HOLE IN THE NORTH
 QK0658'END OF SIDEWALK OF THE CITGO L.P. GAS DEPOT.  IT IS 71 FEET NORTH
 QK0658'OF THE CENTER OF DOOR AND 3.8 FEET EAST OF THE NORTHEAST CORNER
 QK0658'OF BUILDING.
 QK0658'
 QK0658'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE NORTH
 QK0658'OF GAYLORD.
 QK0658'
 QK0658'HEIGHT OF LIGHT ABOVE STATION MARK 99.7 FEET.
 QK0658
 QK0658                          STATION RECOVERY (1980)
 QK0658
 QK0658'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RG)
 QK0658'FOUND STATION, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION.  AZIMUTH
 QK0658'MARK DISTURBED, AND DISK IS MISSING.
 QK0658
 QK0658                          STATION RECOVERY (1989)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0658'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) SOUTHEAST OF ELMIRA,
 QK0658'11.1 KM (6.90 MI) SOUTH OF VANDERBILT AND 1.8 KM (1.10 MI) NORTH OF
 QK0658'GAYLORD.  OWNERSHIP--OTSEGO COUNTY.
 QK0658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (EAST MAIN
 QK0658'STREET) AND NORTH CENTER AVENUE IN THE CENTER OF GAYLORD, GO NORTH ON
 QK0658'NORTH CENTER AVENUE AND COUNTY ROAD, OLD 27, FOR 1.76 KM (1.10 MI) TO
 QK0658'THE ENTRANCE ROAD TO THE ALPINE CENTER ON THE RIGHT AND THE STATION ON
 QK0658'THE RIGHT.
 QK0658'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 QK0658'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 29.0 M (95.1 FT)
 QK0658'SOUTH OF THE CENTER OF THE ENTRANCE ROAD, 23.9 M (78.4 FT) EAST OF THE
 QK0658'CENTERLINE OF OLD 27, 7.3 M (24.0 FT) WEST OF A WOODEN POLE FENCE, 5.1
 QK0658'M (16.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK BASE OF THE
 QK0658'ALPINE CENTER SIGN AND 1.3 M (4.3 FT) WEST OF A METAL WITNESS POST.
 QK0658'DESCRIBED BY E.J. HANSMANN.
 QK0658
 QK0658                          STATION RECOVERY (1991)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0658'THE STATION IS LOCATED ABOUT 14.4 KM (8.9 MI) SOUTHEAST OF ELMIRA,
 QK0658'11.1 KM (6.9 MI) SOUTH OF VANDERBILT AND 1.8 KM (1.1 MI) NORTH OF
 QK0658'GAYLORD.  OWNERSHIP--OTSEGO COUNTY.
 QK0658'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 32 (EAST MAIN
 QK0658'STREET) AND NORTH CENTER AVENUE IN THE CENTER OF GAYLORD, GO NORTH ON
 QK0658'NORTH CENTER AVENUE AND COUNTY ROAD, OLD 27, FOR 1.76 KM (1.09 MI) TO
 QK0658'THE ENTRANCE ROAD TO THE ALPINE CENTER (COUNTY OFFICES) ON THE RIGHT
 QK0658'AND THE STATION ON THE RIGHT.
 QK0658'THE STATION IS LOCATED 29.0 M (95.1 FT) SOUTH OF THE CENTER OF THE
 QK0658'ENTRANCE ROAD, 23.9 M (78.4 FT) EAST OF THE CENTER OF OLD 27, 7.3 M
 QK0658'(24.0 FT) WEST OF A WOODEN POLE FENCE, 5.1 M (16.7 FT) SOUTHWEST OF
 QK0658'THE SOUTHWEST CORNER OF THE BRICK BASE OF THE ALPINE CENTER SIGN AND
 QK0658'1.3 M (4.3 FT) WEST OF A METAL WITNESS POST.
 QK0658
 QK0658                          STATION RECOVERY (1994)
 QK0658
 QK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0658'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTH OF GAYLORD, ALONG OLD
 QK0658'HIGHWAY 27, AT THE ENTRANCE TO THE ALPINE CENTER (HOSPITAL) , ON ROAD
 QK0658'RIGHT-OF-WAY, IN THE SOUTHWEST 1/4 OF SECTION 27, T 31 N, R 3 W.
 QK0658'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE
 QK0658'UNDERPASS AT THE JUNCTION OF US HIGHWAY 27 AND STATE HIGHWAY 32 AT
 QK0658'GAYLORD, GO EAST ON HIGHWAY 32 INTO TOWN FOR 1.08 KM (0.65 MI) TO A
 QK0658'CROSS STREET.  TURN RIGHT, NORTH, ON NORTH CENTER AVENUE FOR 1.78 KM
 QK0658'(1.10 MI) TO THE STATION ON THE RIGHT JUST BEFORE REACHING LIVINGSTONE
 QK0658'ROAD ON THE RIGHT.  STATION MARK IS A DISK SET IN THE TOP OF A 25-CM
 QK0658'SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 23.5 M (77.1 FT)
 QK0658'EAST OF, AND LEVEL WITH THE CENTER OF OLD HIGHWAY 27, 37.4 M (122.7
 QK0658'FT) SOUTH OF THE OUTSIDE EDGE OF THE SOUTH CURB OF LIVINGSTONE ROAD,
 QK0658'6.9 M (22.6 FT) EAST-SOUTHEAST OF THE CENTER OF A MANHOLE COVER, 2.3 M
 QK0658'(7.5 FT) WEST OF A METAL WITNESS POST, AND 5.0 M (16.4 FT)
 QK0658'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK BASE AROUND THE
 QK0658'"ALPINE CENTER" SIGN.  DESCRIBED BY G.R.HEID
 QK0658
 QK0658                          STATION RECOVERY (1996)
 QK0658
 QK0658'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0658'RECOVERED IN GOOD CONDITION.
 QK0658
 QK0658                          STATION RECOVERY (2003)
 QK0658
 QK0658'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0658'NEEDS A NEW ORANGE WITNESS POST.  OLD ONE IS DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0660 ***********************************************************************
 QK0660  DESIGNATION -  GAYLORD CO COURTHOUSE CUPOLA
 QK0660  PID         -  QK0660
 QK0660  STATE/COUNTY-  MI/OTSEGO
 QK0660  USGS QUAD   -  GAYLORD (1986)
 QK0660
 QK0660                         *CURRENT SURVEY CONTROL
 QK0660  ___________________________________________________________________
 QK0660* NAD 83(1994)-  45 01 36.78195(N)    084 40 35.34672(W)     ADJUSTED  
 QK0660* NAVD 88     -                                                        
 QK0660  ___________________________________________________________________
 QK0660  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 QK0660  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QK0660
 QK0660  HORZ ORDER  -  THIRD
 QK0660
 QK0660.The horizontal coordinates were established by classical geodetic methods
 QK0660.and adjusted by the National Geodetic Survey in February 1997..
 QK0660
 QK0660
 QK0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0660
 QK0660.The geoid height was determined by GEOID03.
 QK0660
 QK0660;                    North         East     Units Scale Factor Converg.
 QK0660;SPC MI C     -   190,085.885 5,975,585.380   MT  0.99991377   -0 13 07.9
 QK0660;SPC MI C     -   623,641.35 19,604,938.91   iFT  0.99991377   -0 13 07.9
 QK0660;UTM  16      - 4,988,563.224   683,042.874   MT  1.00001199   +1 38 39.1
 QK0660
 QK0660                          SUPERSEDED SURVEY CONTROL
 QK0660
 QK0660  NAD 83(1986)-  45 01 36.77581(N)    084 40 35.35176(W) AD(       ) 4
 QK0660  NAD 27      -  45 01 36.72276(N)    084 40 35.24108(W) AD(       ) 3
 QK0660
 QK0660.Superseded values are not recommended for survey control.
 QK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0660.See file dsdata.txt to determine how the superseded data were derived.
 QK0660
 QK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8304388563(NAD 83)
 QK0660
 QK0660  HISTORY     - Date     Condition        Report By
 QK0660  HISTORY     - 1956     MONUMENTED       CGS
 QK0660  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 QK0660  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0660
 QK0660                          STATION DESCRIPTION
 QK0660
 QK0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0660'THE STATION IS THE FINIAL ON THE CUPOLA OF THE OTSEGO
 QK0660'COUNTY COURTHOUSE,
 QK0660'LOCATED IN THE TOWN SQUARE IN THE CENTRAL PART OF GAYLORD.
 QK0660'THE STRUCTURE IS BUILT OF BRICK AND
 QK0660'IS ABOUT 65 FEET HIGH.
 QK0660
 QK0660                          STATION RECOVERY (1996)
 QK0660
 QK0660'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0660'MARK NOT FOUND.
 QK0660
 QK0660                          STATION RECOVERY (2003)
 QK0660
 QK0660'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0660'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5561 ***********************************************************************
 AJ5561  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5561  DESIGNATION -  GAYLORD CORS ARP
 AJ5561  CORS_ID     -  NOR2
 AJ5561  PID         -  AJ5561
 AJ5561  STATE/COUNTY-  MI/OTSEGO
 AJ5561  USGS QUAD   -  OTSEGO LAKE (1951)
 AJ5561
 AJ5561                         *CURRENT SURVEY CONTROL
 AJ5561  ___________________________________________________________________
 AJ5561* NAD 83(CORS)-  44 59 21.30509(N)    084 41 00.16833(W)     ADJUSTED  
 AJ5561* NAVD 88     -                                                        
 AJ5561  ___________________________________________________________________
 AJ5561  EPOCH DATE  -        2002.00
 AJ5561  X           -     418,699.273 (meters)                     COMP
 AJ5561  Y           -  -4,499,251.030 (meters)                     COMP
 AJ5561  Z           -   4,486,759.206 (meters)                     COMP
 AJ5561  ELLIP HEIGHT-         361.43  (meters)          (03/??/02) GPS OBS
 AJ5561  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 AJ5561
 AJ5561  HORZ ORDER  -  SPECIAL (CORS)
 AJ5561  ELLP ORDER  -  SPECIAL (CORS)
 AJ5561
 AJ5561.ITRF positions are available for this station.
 AJ5561.The coordinates were established by GPS observations
 AJ5561.and adjusted by the National Geodetic Survey in March 2002..
 AJ5561.The coordinates are valid at the epoch date displayed above.
 AJ5561.The epoch date for horizontal control is a decimal equivalence
 AJ5561.of Year/Month/Day.
 AJ5561
 AJ5561
 AJ5561.The PID for the CORS L1 Phase Center is DG4057.
 AJ5561
 AJ5561.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5561
 AJ5561.The ellipsoidal height was determined by GPS observations
 AJ5561.and is referenced to NAD 83.
 AJ5561
 AJ5561.The geoid height was determined by GEOID03.
 AJ5561
 AJ5561;                    North         East     Units Scale Factor Converg.
 AJ5561;SPC MI C     -   185,906.210 5,975,025.716   MT  0.99991303   -0 13 25.4
 AJ5561;SPC MI C     -   609,928.51 19,603,102.74   iFT  0.99991303   -0 13 25.4
 AJ5561
 AJ5561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5561!SPC MI C     -   0.99994334  x   0.99991303  =   0.99985637
 AJ5561
 AJ5561                          SUPERSEDED SURVEY CONTROL
 AJ5561
 AJ5561  NAD 83(CORS)-  44 59 21.30509(N)    084 41 00.16833(W) AD(1997.00) c
 AJ5561  ELLIP H (10/??/01)  361.43   (m)                       GP(1997.00) c c
 AJ5561
 AJ5561.Superseded values are not recommended for survey control.
 AJ5561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5561.See file dsdata.txt to determine how the superseded data were derived.
 AJ5561
 AJ5561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8261984367(NAD 83)
 AJ5561_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5561
 AJ5561                          STATION DESCRIPTION
 AJ5561
 AJ5561'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5561'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5561'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5561'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5561'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5561'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4057 ***********************************************************************
 DG4057  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4057  DESIGNATION -  GAYLORD CORS L1 PHASE CENTER
 DG4057  CORS_ID     -  NOR2
 DG4057  PID         -  DG4057
 DG4057  STATE/COUNTY-  MI/OTSEGO
 DG4057  USGS QUAD   -  OTSEGO LAKE (1951)
 DG4057
 DG4057                         *CURRENT SURVEY CONTROL
 DG4057  ___________________________________________________________________
 DG4057* NAD 83(CORS)-  44 59 21.30517(N)    084 41 00.16827(W)     ADJUSTED  
 DG4057* NAVD 88     -                                                        
 DG4057  ___________________________________________________________________
 DG4057  EPOCH DATE  -        2002.00
 DG4057  X           -     418,699.280 (meters)                     COMP
 DG4057  Y           -  -4,499,251.099 (meters)                     COMP
 DG4057  Z           -   4,486,759.279 (meters)                     COMP
 DG4057  ELLIP HEIGHT-         361.53  (meters)          (03/??/02) GPS OBS
 DG4057  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 DG4057
 DG4057  HORZ ORDER  -  SPECIAL (CORS)
 DG4057  ELLP ORDER  -  SPECIAL (CORS)
 DG4057
 DG4057.ITRF positions are available for this station.
 DG4057.The coordinates were established by GPS observations
 DG4057.and adjusted by the National Geodetic Survey in March 2002..
 DG4057.The coordinates are valid at the epoch date displayed above.
 DG4057.The epoch date for horizontal control is a decimal equivalence
 DG4057.of Year/Month/Day.
 DG4057
 DG4057
 DG4057.The PID for the CORS ARP is AJ5561.
 DG4057
 DG4057.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4057
 DG4057.The ellipsoidal height was determined by GPS observations
 DG4057.and is referenced to NAD 83.
 DG4057
 DG4057.The geoid height was determined by GEOID03.
 DG4057
 DG4057;                    North         East     Units Scale Factor Converg.
 DG4057;SPC MI C     -   185,906.212 5,975,025.717   MT  0.99991303   -0 13 25.4
 DG4057;SPC MI C     -   609,928.52 19,603,102.75   iFT  0.99991303   -0 13 25.4
 DG4057
 DG4057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4057!SPC MI C     -   0.99994332  x   0.99991303  =   0.99985635
 DG4057
 DG4057                          SUPERSEDED SURVEY CONTROL
 DG4057
 DG4057  NAD 83(CORS)-  44 59 21.30517(N)    084 41 00.16827(W) AD(1997.00) c
 DG4057  ELLIP H (10/??/01)  361.53   (m)                       GP(1997.00) c c
 DG4057
 DG4057.Superseded values are not recommended for survey control.
 DG4057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4057.See file dsdata.txt to determine how the superseded data were derived.
 DG4057
 DG4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8261984367(NAD 83)
 DG4057_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4057
 DG4057                          STATION DESCRIPTION
 DG4057
 DG4057'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4057'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4057'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4057'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4057'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4057'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0662 ***********************************************************************
 QK0662  DESIGNATION -  GAYLORD GEN TEL KQN 58 TOWER
 QK0662  PID         -  QK0662
 QK0662  STATE/COUNTY-  MI/OTSEGO
 QK0662  USGS QUAD   -  GAYLORD (1986)
 QK0662
 QK0662                         *CURRENT SURVEY CONTROL
 QK0662  ___________________________________________________________________
 QK0662* NAD 83(1994)-  45 01 40.69000(N)    084 40 28.92910(W)     ADJUSTED  
 QK0662* NAVD 88     -                                                        
 QK0662  ___________________________________________________________________
 QK0662  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 QK0662  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QK0662
 QK0662  HORZ ORDER  -  THIRD
 QK0662
 QK0662.The horizontal coordinates were established by classical geodetic methods
 QK0662.and adjusted by the National Geodetic Survey in February 1997..
 QK0662
 QK0662
 QK0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0662
 QK0662.The geoid height was determined by GEOID03.
 QK0662
 QK0662;                    North         East     Units Scale Factor Converg.
 QK0662;SPC MI C     -   190,205.981 5,975,726.318   MT  0.99991379   -0 13 03.4
 QK0662;SPC MI C     -   624,035.37 19,605,401.31   iFT  0.99991379   -0 13 03.4
 QK0662;UTM  16      - 4,988,687.850   683,179.846   MT  1.00001261   +1 38 43.8
 QK0662
 QK0662                          SUPERSEDED SURVEY CONTROL
 QK0662
 QK0662  NAD 83(1986)-  45 01 40.68839(N)    084 40 28.93381(W) AD(       ) 4
 QK0662  NAD 27      -  45 01 40.63497(N)    084 40 28.82326(W) AD(       ) 3
 QK0662
 QK0662.Superseded values are not recommended for survey control.
 QK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0662.See file dsdata.txt to determine how the superseded data were derived.
 QK0662
 QK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8318088688(NAD 83)
 QK0662
 QK0662  HISTORY     - Date     Condition        Report By
 QK0662  HISTORY     - 1975     MONUMENTED       NGS
 QK0662  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 QK0662
 QK0662                          STATION DESCRIPTION
 QK0662
 QK0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0662'GAYLORD, GENERAL TELEPHONE KQN 58, TOWER IS A 3 LEGGED
 QK0662'STEEL TOWER, 150 FEET HIGH AND IS PAINTED RED AND WHITE.
 QK0662'
 QK0662'STATION IS THE LIGHT ATOP THE TOWER AND IS LOCATED BEHIND
 QK0662'THE GENERAL TELEPHONE BUILDING DOWNTOWN GAYLORD.
 QK0662
 QK0662                          STATION RECOVERY (1996)
 QK0662
 QK0662'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0656 ***********************************************************************
 QK0656  DESIGNATION -  GAYLORD MUNICIPAL TANK
 QK0656  PID         -  QK0656
 QK0656  STATE/COUNTY-  MI/OTSEGO
 QK0656  USGS QUAD   -  GAYLORD (1986)
 QK0656
 QK0656                         *CURRENT SURVEY CONTROL
 QK0656  ___________________________________________________________________
 QK0656* NAD 83(1994)-  45 01 14.97419(N)    084 40 24.13887(W)     ADJUSTED  
 QK0656* NAVD 88     -                                                        
 QK0656  ___________________________________________________________________
 QK0656  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 QK0656  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QK0656
 QK0656  HORZ ORDER  -  THIRD
 QK0656
 QK0656.The horizontal coordinates were established by classical geodetic methods
 QK0656.and adjusted by the National Geodetic Survey in February 1997..
 QK0656
 QK0656
 QK0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0656
 QK0656.The geoid height was determined by GEOID03.
 QK0656
 QK0656;                    North         East     Units Scale Factor Converg.
 QK0656;SPC MI C     -   189,411.809 5,975,828.170   MT  0.99991362   -0 12 60.0
 QK0656;SPC MI C     -   621,429.82 19,605,735.47   iFT  0.99991362   -0 12 60.0
 QK0656;UTM  16      - 4,987,897.330   683,307.476   MT  1.00001319   +1 38 46.4
 QK0656
 QK0656                          SUPERSEDED SURVEY CONTROL
 QK0656
 QK0656  NAD 83(1986)-  45 01 14.96755(N)    084 40 24.14367(W) AD(       ) 4
 QK0656  NAD 27      -  45 01 14.91777(N)    084 40 24.03405(W) AD(       ) 3
 QK0656
 QK0656.Superseded values are not recommended for survey control.
 QK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0656.See file dsdata.txt to determine how the superseded data were derived.
 QK0656
 QK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8330787897(NAD 83)
 QK0656
 QK0656  HISTORY     - Date     Condition        Report By
 QK0656  HISTORY     - UNK      MONUMENTED
 QK0656  HISTORY     - 1949     SEE DESCRIPTION  CGS
 QK0656  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0656  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 QK0656  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0656  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0656
 QK0656                          STATION DESCRIPTION
 QK0656
 QK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (RSM)
 QK0656'RECOVERED.  THE STATION IS A BLACK WATER TANK 80 FEET HIGH.  IT IS
 QK0656'121 FEET SE OF NE
 QK0656'CORNER OF BUILDING AND 94 FEET E OF POWERLINE POLE.
 QK0656'POINT OBSERVED IS FINIAL OF TANK.
 QK0656
 QK0656                          STATION RECOVERY (1956)
 QK0656
 QK0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0656'THIS STATION WAS LISTED AS GAYLORD, MUNICIPAL WATER TANK, FINIAL IS
 QK0656'1932.  THE STATION WAS RECOVERED
 QK0656'AND FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  THE STATION
 QK0656'IS THE CENTER OF THE TOP OF THE
 QK0656'GAYLORD MUNICIPAL WATER TANK, LOCATED AT THE INTERSECTION
 QK0656'OF S. CENTERAL AVE. AND W. 6TH. STREET IN
 QK0656'GAYLORD.
 QK0656'
 QK0656'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH AND PAINTED
 QK0656'BLACK.
 QK0656
 QK0656                          STATION RECOVERY (1996)
 QK0656
 QK0656'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0656'MARK NOT FOUND.
 QK0656
 QK0656                          STATION RECOVERY (2003)
 QK0656
 QK0656'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0656'ONLY THE CONCRETE BASE AND THE FOUR LEGS OF THIS TANK ARE STILL THERE.
 QK0656' 
 QK0656
 QK0656                          STATION RECOVERY (2003)
 QK0656
 QK0656'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0656'CONCRETE BASE AND FOUR PARTIAL LEGS REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0663 ***********************************************************************
 QK0663  DESIGNATION -  GAYLORD MUNICIPAL TANK N
 QK0663  PID         -  QK0663
 QK0663  STATE/COUNTY-  MI/OTSEGO
 QK0663  USGS QUAD   -  GAYLORD (1986)
 QK0663
 QK0663                         *CURRENT SURVEY CONTROL
 QK0663  ___________________________________________________________________
 QK0663* NAD 83(1994)-  45 01 19.69791(N)    084 40 56.17179(W)     ADJUSTED  
 QK0663* NAVD 88     -                                                        
 QK0663  ___________________________________________________________________
 QK0663  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 QK0663  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 QK0663
 QK0663  HORZ ORDER  -  THIRD
 QK0663
 QK0663.The horizontal coordinates were established by classical geodetic methods
 QK0663.and adjusted by the National Geodetic Survey in February 1997..
 QK0663
 QK0663
 QK0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0663
 QK0663.The geoid height was determined by GEOID03.
 QK0663
 QK0663;                    North         East     Units Scale Factor Converg.
 QK0663;SPC MI C     -   189,560.307 5,975,127.476   MT  0.99991365   -0 13 22.6
 QK0663;SPC MI C     -   621,917.02 19,603,436.60   iFT  0.99991365   -0 13 22.6
 QK0663;UTM  16      - 4,988,022.984   682,602.255   MT  1.00001001   +1 38 23.9
 QK0663
 QK0663                          SUPERSEDED SURVEY CONTROL
 QK0663
 QK0663  NAD 83(1986)-  45 01 19.69191(N)    084 40 56.17687(W) AD(       ) 4
 QK0663  NAD 27      -  45 01 19.63761(N)    084 40 56.06609(W) AD(       ) 3
 QK0663
 QK0663.Superseded values are not recommended for survey control.
 QK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0663.See file dsdata.txt to determine how the superseded data were derived.
 QK0663
 QK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8260288023(NAD 83)
 QK0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0663+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 QK0663
 QK0663  HISTORY     - Date     Condition        Report By
 QK0663  HISTORY     - 1975     MONUMENTED       NGS
 QK0663  HISTORY     - 19960811 GOOD             USPSQD
 QK0663  HISTORY     - 20030215 GOOD             USPSQD
 QK0663
 QK0663                          STATION DESCRIPTION
 QK0663
 QK0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0663'GAYLORD MUNICIPAL WATER TANK IS A DOUBLE ELLIPSOIDAL TANK
 QK0663'ATOP A STANDPIPE, 120 FEET HIGH AND PAINTED SILVER BLUE
 QK0663'WITH GAYLORD THE ALPIN VILLAGE PAINTED ON THE NORTH AND
 QK0663'SOUTH SIDE.
 QK0663'
 QK0663'STATION IS THE LIGHT ATOP THE TANK AND IS LOCATED JUST
 QK0663'EAST OF INTERSTATE HIGHWAY 75 IN THE SOUTHWEST SECTION OF
 QK0663'GAYLORD.
 QK0663
 QK0663                          STATION RECOVERY (1996)
 QK0663
 QK0663'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0663'RECOVERED IN GOOD CONDITION.
 QK0663
 QK0663                          STATION RECOVERY (2003)
 QK0663
 QK0663'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0663'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0655 ***********************************************************************
 QK0655  DESIGNATION -  GAYLORD N MICH SANITARIUM TK
 QK0655  PID         -  QK0655
 QK0655  STATE/COUNTY-  MI/OTSEGO
 QK0655  USGS QUAD   -  GAYLORD (1986)
 QK0655
 QK0655                         *CURRENT SURVEY CONTROL
 QK0655  ___________________________________________________________________
 QK0655* NAD 83(1994)-  45 02 43.19362(N)    084 40 02.19784(W)     ADJUSTED  
 QK0655* NAVD 88     -                                                        
 QK0655  ___________________________________________________________________
 QK0655  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 QK0655  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 QK0655
 QK0655  HORZ ORDER  -  THIRD
 QK0655
 QK0655.The horizontal coordinates were established by classical geodetic methods
 QK0655.and adjusted by the National Geodetic Survey in February 1997..
 QK0655
 QK0655
 QK0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0655
 QK0655.The geoid height was determined by GEOID03.
 QK0655
 QK0655;                    North         East     Units Scale Factor Converg.
 QK0655;SPC MI C     -   192,133.101 5,976,318.594   MT  0.99991429   -0 12 44.5
 QK0655;SPC MI C     -   630,357.94 19,607,344.47   iFT  0.99991429   -0 12 44.5
 QK0655;UTM  16      - 4,990,633.404   683,709.201   MT  1.00001500   +1 39 04.5
 QK0655
 QK0655                          SUPERSEDED SURVEY CONTROL
 QK0655
 QK0655  NAD 83(1986)-  45 02 43.18750(N)    084 40 02.20267(W) AD(       ) 4
 QK0655  NAD 27      -  45 02 43.13407(N)    084 40 02.09282(W) AD(       ) 3
 QK0655
 QK0655.Superseded values are not recommended for survey control.
 QK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0655.See file dsdata.txt to determine how the superseded data were derived.
 QK0655
 QK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8370990633(NAD 83)
 QK0655
 QK0655  HISTORY     - Date     Condition        Report By
 QK0655  HISTORY     - 1956     MONUMENTED       CGS
 QK0655  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 QK0655
 QK0655                          STATION DESCRIPTION
 QK0655
 QK0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0655'THE STATION IS THE FINIAL ON THE WATER TANK OF THE NORTHERN
 QK0655'MICHIGAN
 QK0655'TUBERCULOSIS SANITARIUM.  IT IS PAINTED GREY AND SUPPORTED BY A 4
 QK0655'LEGGED STEEL STRUCTURE AND IS
 QK0655'ABOUT 120 FEET HIGH.  IT IS LOCATED 1.0 MILE NORTHEAST OF
 QK0655'THE CENTER OF GAYLORD.
 QK0655
 QK0655                          STATION RECOVERY (1996)
 QK0655
 QK0655'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0655'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0657 ***********************************************************************
 QK0657  DESIGNATION -  GAYLORD RADIO KQA 292 MAST
 QK0657  PID         -  QK0657
 QK0657  STATE/COUNTY-  MI/OTSEGO
 QK0657  USGS QUAD   -  GAYLORD (1986)
 QK0657
 QK0657                         *CURRENT SURVEY CONTROL
 QK0657  ___________________________________________________________________
 QK0657* NAD 83(1994)-  45 01 10.10633(N)    084 40 46.77189(W)     ADJUSTED  
 QK0657* NAVD 88     -                                                        
 QK0657  ___________________________________________________________________
 QK0657  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 QK0657  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 QK0657
 QK0657  HORZ ORDER  -  THIRD
 QK0657
 QK0657.The horizontal coordinates were established by classical geodetic methods
 QK0657.and adjusted by the National Geodetic Survey in February 1997..
 QK0657
 QK0657
 QK0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0657
 QK0657.The geoid height was determined by GEOID03.
 QK0657
 QK0657;                    North         East     Units Scale Factor Converg.
 QK0657;SPC MI C     -   189,263.444 5,975,332.110   MT  0.99991359   -0 13 16.0
 QK0657;SPC MI C     -   620,943.06 19,604,107.97   iFT  0.99991359   -0 13 16.0
 QK0657;UTM  16      - 4,987,732.903   682,816.453   MT  1.00001098   +1 38 30.3
 QK0657
 QK0657                          SUPERSEDED SURVEY CONTROL
 QK0657
 QK0657  NAD 83(1986)-  45 01 10.10019(N)    084 40 46.77702(W) AD(       ) 4
 QK0657  NAD 27      -  45 01 10.04727(N)    084 40 46.66623(W) AD(       ) 3
 QK0657
 QK0657.Superseded values are not recommended for survey control.
 QK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0657.See file dsdata.txt to determine how the superseded data were derived.
 QK0657
 QK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8281687733(NAD 83)
 QK0657
 QK0657  HISTORY     - Date     Condition        Report By
 QK0657  HISTORY     - 1956     MONUMENTED       CGS
 QK0657  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 QK0657  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0657  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 QK0657
 QK0657                          STATION DESCRIPTION
 QK0657
 QK0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0657'THE STATION IS THE CENTER AND TOP OF THE MAST OF THE
 QK0657'MICHIGAN STATE
 QK0657'POLICE RADIO STATION KQA 292.  IT IS LOCATED 0.1 MILE WEST OF THE
 QK0657'INTERSECTION OF SOUTH OTSEGO
 QK0657'AVENUE AND WEST SEVENTH STREET, IN GAYLORD.  IT IS
 QK0657'195 FEET HIGH AND PAINTED ALTERNATELY WHITE AND
 QK0657'INTERNATIONAL ORANGE.
 QK0657
 QK0657                          STATION RECOVERY (1996)
 QK0657
 QK0657'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0657'MARK NOT FOUND.
 QK0657
 QK0657                          STATION RECOVERY (2003)
 QK0657
 QK0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0657'NO RADIO STATION MAST IS IN THE AREA.
 QK0657
 QK0657                          STATION RECOVERY (2003)
 QK0657
 QK0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0657'NO RADIO STATION MASTS ARE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0661 ***********************************************************************
 QK0661  DESIGNATION -  GAYLORD RADIO WATC MAST
 QK0661  PID         -  QK0661
 QK0661  STATE/COUNTY-  MI/OTSEGO
 QK0661  USGS QUAD   -  GAYLORD (1986)
 QK0661
 QK0661                         *CURRENT SURVEY CONTROL
 QK0661  ___________________________________________________________________
 QK0661* NAD 83(1994)-  45 01 32.69515(N)    084 39 39.88403(W)     ADJUSTED  
 QK0661* NAVD 88     -                                                        
 QK0661  ___________________________________________________________________
 QK0661  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 QK0661  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 QK0661
 QK0661  HORZ ORDER  -  THIRD
 QK0661
 QK0661.The horizontal coordinates were established by classical geodetic methods
 QK0661.and adjusted by the National Geodetic Survey in February 1997..
 QK0661
 QK0661
 QK0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0661
 QK0661.The geoid height was determined by GEOID03.
 QK0661
 QK0661;                    North         East     Units Scale Factor Converg.
 QK0661;SPC MI C     -   189,955.215 5,976,798.979   MT  0.99991374   -0 12 28.7
 QK0661;SPC MI C     -   623,212.65 19,608,920.53   iFT  0.99991374   -0 12 28.7
 QK0661;UTM  16      - 4,988,472.068   684,260.203   MT  1.00001749   +1 39 18.3
 QK0661
 QK0661                          SUPERSEDED SURVEY CONTROL
 QK0661
 QK0661  NAD 83(1986)-  45 01 32.68883(N)    084 39 39.88895(W) AD(       ) 4
 QK0661  NAD 27      -  45 01 32.63555(N)    084 39 39.78052(W) AD(       ) 3
 QK0661
 QK0661.Superseded values are not recommended for survey control.
 QK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0661.See file dsdata.txt to determine how the superseded data were derived.
 QK0661
 QK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8426088472(NAD 83)
 QK0661_MARKER: 42 = RADIO/TV MAST
 QK0661
 QK0661  HISTORY     - Date     Condition        Report By
 QK0661  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0661  HISTORY     - 1975     GOOD             NGS
 QK0661  HISTORY     - 19960812 GOOD             USPSQD
 QK0661
 QK0661                          STATION DESCRIPTION
 QK0661
 QK0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0661'THE STATION IS THE CENTER OF THE TOP OF THE MAST OF RADIO
 QK0661'STATION WATC WHICH
 QK0661'IS LOCATED 0.25 MILE EAST OF GAYLORD ON STATE HIGHWAY M 32.  IT
 QK0661'IS 284 FEET HIGH, PAINTED ALTERNATELY
 QK0661'WHITE AND INTERNATIONAL ORANGE.
 QK0661
 QK0661                          STATION RECOVERY (1975)
 QK0661
 QK0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0661'GAYLORD, RADIO STATION WATC, MAST WAS RECOVERED AS DESCRIBED.
 QK0661
 QK0661                          STATION RECOVERY (1996)
 QK0661
 QK0661'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0659 ***********************************************************************
 QK0659  DESIGNATION -  GAYLORD ST MARYS CHURCH SPIRE
 QK0659  PID         -  QK0659
 QK0659  STATE/COUNTY-  MI/OTSEGO
 QK0659  USGS QUAD   -  GAYLORD (1986)
 QK0659
 QK0659                         *CURRENT SURVEY CONTROL
 QK0659  ___________________________________________________________________
 QK0659* NAD 83(1994)-  45 01 44.56593(N)    084 40 38.49859(W)     ADJUSTED  
 QK0659* NAVD 88     -                                                        
 QK0659  ___________________________________________________________________
 QK0659  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 QK0659  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 QK0659
 QK0659  HORZ ORDER  -  THIRD
 QK0659
 QK0659.The horizontal coordinates were established by classical geodetic methods
 QK0659.and adjusted by the National Geodetic Survey in February 1997..
 QK0659
 QK0659
 QK0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0659
 QK0659.The geoid height was determined by GEOID03.
 QK0659
 QK0659;                    North         East     Units Scale Factor Converg.
 QK0659;SPC MI C     -   190,326.419 5,975,517.308   MT  0.99991382   -0 13 10.1
 QK0659;SPC MI C     -   624,430.51 19,604,715.58   iFT  0.99991382   -0 13 10.1
 QK0659;UTM  16      - 4,988,801.440   682,967.010   MT  1.00001165   +1 38 37.1
 QK0659
 QK0659                          SUPERSEDED SURVEY CONTROL
 QK0659
 QK0659  NAD 83(1986)-  45 01 44.55963(N)    084 40 38.50348(W) AD(       ) 4
 QK0659  NAD 27      -  45 01 44.50962(N)    084 40 38.39196(W) AD(       ) 3
 QK0659
 QK0659.Superseded values are not recommended for survey control.
 QK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0659.See file dsdata.txt to determine how the superseded data were derived.
 QK0659
 QK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8296788801(NAD 83)
 QK0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0659+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 QK0659
 QK0659  HISTORY     - Date     Condition        Report By
 QK0659  HISTORY     - UNK      MONUMENTED
 QK0659  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0659  HISTORY     - 19960811 GOOD             USPSQD
 QK0659  HISTORY     - 20030215 GOOD             USPSQD
 QK0659  HISTORY     - 20030215 GOOD             USPSQD
 QK0659
 QK0659                          STATION DESCRIPTION
 QK0659
 QK0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0659'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 QK0659'DESCRIPTION FOLLOWS.
 QK0659'
 QK0659'THE STATION IS THE CENTER OF THE BASE OF THE GOLD COLORED CROSS ON
 QK0659'THE TOP OF THE ST. MARYS
 QK0659'CHURCH SPIRE, LOCATED AT THE INTERSECTION OF N OTSEGO AND MITCHELL
 QK0659'AVE. IN GAYLORD.
 QK0659'
 QK0659'IT IS A GOLD COLORED CROSS ON THE TOP OF A CLOCK TOWER THAT FORMS
 QK0659'PART OF A COPPER COVERED SPIRE.
 QK0659'THE ENTIRE HEIGHT IS ABOUT 80 FEET.
 QK0659
 QK0659                          STATION RECOVERY (1996)
 QK0659
 QK0659'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0659'RECOVERED IN GOOD CONDITION.
 QK0659
 QK0659                          STATION RECOVERY (2003)
 QK0659
 QK0659'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0659'DESCRIPTION SHOULD BE CHANGED TO STATE THAT IT IS A COPPER CROSS WITH
 QK0659'GREEN OXIDATION. . .
 QK0659
 QK0659                          STATION RECOVERY (2003)
 QK0659
 QK0659'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 QK0659'MARKER IS COPPER CROSS WITH GREEN OXIDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0664 ***********************************************************************
 QK0664  DESIGNATION -  GAYLORD US PLYWOOD WATER TK
 QK0664  PID         -  QK0664
 QK0664  STATE/COUNTY-  MI/OTSEGO
 QK0664  USGS QUAD   -  GAYLORD (1986)
 QK0664
 QK0664                         *CURRENT SURVEY CONTROL
 QK0664  ___________________________________________________________________
 QK0664* NAD 83(1994)-  45 00 00.90530(N)    084 41 26.71139(W)     ADJUSTED  
 QK0664* NAVD 88     -                                                        
 QK0664  ___________________________________________________________________
 QK0664  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 QK0664  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 QK0664
 QK0664  HORZ ORDER  -  THIRD
 QK0664
 QK0664.The horizontal coordinates were established by classical geodetic methods
 QK0664.and adjusted by the National Geodetic Survey in February 1997..
 QK0664
 QK0664
 QK0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0664
 QK0664.The geoid height was determined by GEOID03.
 QK0664
 QK0664;                    North         East     Units Scale Factor Converg.
 QK0664;SPC MI C     -   187,130.845 5,974,449.203   MT  0.99991320   -0 13 44.2
 QK0664;SPC MI C     -   613,946.34 19,601,211.30   iFT  0.99991320   -0 13 44.2
 QK0664;UTM  16      - 4,985,572.527   682,003.248   MT  1.00000733   +1 38 00.0
 QK0664
 QK0664                          SUPERSEDED SURVEY CONTROL
 QK0664
 QK0664  NAD 83(1986)-  45 00 00.89946(N)    084 41 26.71629(W) AD(       ) 4
 QK0664  NAD 27      -  45 00 00.84730(N)    084 41 26.60498(W) AD(       ) 3
 QK0664
 QK0664.Superseded values are not recommended for survey control.
 QK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0664.See file dsdata.txt to determine how the superseded data were derived.
 QK0664
 QK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8200385573(NAD 83)
 QK0664_MARKER: Z = SEE DESCRIPTION
 QK0664_SETTING: 0 = UNSPECIFIED SETTING
 QK0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0664
 QK0664  HISTORY     - Date     Condition        Report By
 QK0664  HISTORY     - 1976     MONUMENTED       NGS
 QK0664  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0664
 QK0664                          STATION DESCRIPTION
 QK0664
 QK0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0664'THE STATION IS THE TOP CENTER OF THE GAYLORD US PLYWOOD
 QK0664'COMPANY WATER TANK, WHICH IS LOCATED 2-1/2 MILES SOUTHWEST
 QK0664'OF GAYLORD, 1/2 MILE SOUTH OF THE AIRPORT AND ALONG SIDE OF
 QK0664'INTERSTATE HIGHWAY 75.
 QK0664'THE TANK IS PAINTED RED AND WHITE (CHECKERED) AND IS 120 FEET
 QK0664'HIGH.  NO OTHER DATA AVAILABLE.
 QK0664'
 QK0664'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 75 AND STATE
 QK0664'HIGHWAY 32 AT GAYLORD, GO WEST ON HIGHWAY 32 FOR 0.15 MILE TO
 QK0664'A ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 1.8 MILES TO THE TANK
 QK0664'ON THE RIGHT, AT THE COMPANY COMPLEX.
 QK0664'
 QK0664'DESCRIBED BY T.J. MILLS (GRH)
 QK0664
 QK0664                          STATION RECOVERY (1996)
 QK0664
 QK0664'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0097 ***********************************************************************
 NF0097  DESIGNATION -  GB
 NF0097  PID         -  NF0097
 NF0097  STATE/COUNTY-  MI/INGHAM
 NF0097  USGS QUAD   -  EAST LANSING (1970)
 NF0097
 NF0097                         *CURRENT SURVEY CONTROL
 NF0097  ___________________________________________________________________
 NF0097* NAD 83(1986)-  42 43 47.     (N)    084 29 02.     (W)     SCALED    
 NF0097* NAVD 88     -       254.79   (+/-2cm)     835.9    (feet)  VERTCON   
 NF0097  ___________________________________________________________________
 NF0097  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0097
 NF0097  VERT ORDER  -  ? (See Below)
 NF0097
 NF0097.The horizontal coordinates were scaled from a topographic map and have
 NF0097.an estimated accuracy of +/- 6 seconds.
 NF0097
 NF0097.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0097.The vertical order pertains to the NGVD 29 superseded value.
 NF0097
 NF0097.The geoid height was determined by GEOID03.
 NF0097
 NF0097;                    North         East    Units  Estimated Accuracy
 NF0097;SPC MI S     -   136,600.    3,990,400.      MT  (+/- 180 meters Scaled)
 NF0097
 NF0097                          SUPERSEDED SURVEY CONTROL
 NF0097
 NF0097  NGVD 29 (??/??/92)  254.927  (m)          836.37   (f) ADJ UNCH    ?  
 NF0097
 NF0097.Superseded values are not recommended for survey control.
 NF0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0097.See file dsdata.txt to determine how the superseded data were derived.
 NF0097
 NF0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN059338(NAD 83)
 NF0097_MARKER: Q = CHISELED SQUARE
 NF0097_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0097_SP_SET: CURB OF BRIDGE
 NF0097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0097
 NF0097  HISTORY     - Date     Condition        Report By
 NF0097  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0097  HISTORY     - 1932     GOOD             MISCOL
 NF0097
 NF0097                          STATION DESCRIPTION
 NF0097
 NF0097'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0097'AT EAST LANSING.
 NF0097'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0097'FARM, AT GYM BRIDGE OVER RED CEDAR RIVER, AND ON THE TOP OF THE
 NF0097'NORTH END OF THE WEST CURB.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0959 ***********************************************************************
 RJ0959  DESIGNATION -  GEM IBC 1944
 RJ0959  PID         -  RJ0959
 RJ0959  STATE/COUNTY-  MI/CHIPPEWA
 RJ0959  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0959
 RJ0959                         *CURRENT SURVEY CONTROL
 RJ0959  ___________________________________________________________________
 RJ0959* NAD 83(1994)-  46 25 55.65192(N)    084 10 36.03911(W)     ADJUSTED  
 RJ0959* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0959  ___________________________________________________________________
 RJ0959  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 RJ0959  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 RJ0959
 RJ0959  HORZ ORDER  -  THIRD
 RJ0959
 RJ0959.The horizontal coordinates were established by classical geodetic methods
 RJ0959.and adjusted by the National Geodetic Survey in February 1997..
 RJ0959
 RJ0959.The orthometric height was scaled from a topographic map.
 RJ0959
 RJ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0959
 RJ0959.The geoid height was determined by GEOID03.
 RJ0959
 RJ0959;                    North         East     Units Scale Factor Converg.
 RJ0959;SPC MI N     -   187,117.448 8,216,928.844   MT  0.99990611   +2 02 26.4
 RJ0959;SPC MI N     -   613,902.39 26,958,427.97   iFT  0.99990611   +2 02 26.4
 RJ0959;SPC MI C     -   346,248.444 6,014,605.866   MT  1.00025222   +0 08 03.2
 RJ0959;SPC MI C     - 1,135,985.71 19,732,958.88   iFT  1.00025222   +0 08 03.2
 RJ0959;UTM  16      - 5,145,935.082   716,904.003   MT  1.00017835   +2 02 47.2
 RJ0959
 RJ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0959!SPC MI N     -   0.99997816  x   0.99990611  =   0.99988427
 RJ0959!SPC MI C     -   0.99997816  x   1.00025222  =   1.00023037
 RJ0959!UTM  16      -   0.99997816  x   1.00017835  =   1.00015651
 RJ0959
 RJ0959:                Primary Azimuth Mark                     Grid Az
 RJ0959:SPC MI N     -  PUMPKIN IBC 1944                         135 46 29.8
 RJ0959:SPC MI C     -  PUMPKIN IBC 1944                         137 40 53.0
 RJ0959:UTM  16      -  PUMPKIN IBC 1944                         135 46 09.0
 RJ0959
 RJ0959|---------------------------------------------------------------------|
 RJ0959| PID    Reference Object                     Distance      Geod. Az  |
 RJ0959|                                                           dddmmss.s |
 RJ0959| RJ0950 PUMPKIN IBC 1944                    APPROX. 5.2 KM 1374856.2 |
 RJ0959|---------------------------------------------------------------------|
 RJ0959
 RJ0959                          SUPERSEDED SURVEY CONTROL
 RJ0959
 RJ0959  NAD 83(1986)-  46 25 55.64389(N)    084 10 36.04966(W) AD(       ) 3
 RJ0959  NAD 27      -  46 25 55.56800(N)    084 10 35.93900(W) AD(       ) 3
 RJ0959
 RJ0959.Superseded values are not recommended for survey control.
 RJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0959.See file dsdata.txt to determine how the superseded data were derived.
 RJ0959
 RJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1690445935(NAD 83)
 RJ0959_MARKER: H = DRILL HOLE
 RJ0959_SETTING: 80 = SET IN A BOULDER
 RJ0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0959+STABILITY: SURFACE MOTION
 RJ0959
 RJ0959  HISTORY     - Date     Condition        Report By
 RJ0959  HISTORY     - 1944     MONUMENTED       IBC
 RJ0959  HISTORY     - 1958     GOOD             IBC
 RJ0959
 RJ0959                          STATION DESCRIPTION
 RJ0959
 RJ0959'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0959'ON THE SW POINT OF GEM ISLAND IN THE W PART OF LAKE GEORGE, A MILE
 RJ0959'NE OF WHIPPLE POINT ON SUGAR ISLAND.  IT IS 30 FEET INLAND FROM THE
 RJ0959'TIP OF THE POINT AT THE PRESENT HIGH WATER.
 RJ0959
 RJ0959                          STATION RECOVERY (1958)
 RJ0959
 RJ0959'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1342 ***********************************************************************
 NE1342  DESIGNATION -  GENERAL
 NE1342  PID         -  NE1342
 NE1342  STATE/COUNTY-  MI/WAYNE
 NE1342  USGS QUAD   -  DETROIT (1980)
 NE1342
 NE1342                         *CURRENT SURVEY CONTROL
 NE1342  ___________________________________________________________________
 NE1342* NAD 83(1994)-  42 22 08.10975(N)    083 04 30.92689(W)     ADJUSTED  
 NE1342* NAVD 88     -       258.5    (meters)     848.     (feet)  VERTCON   
 NE1342  ___________________________________________________________________
 NE1342  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 NE1342  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NE1342
 NE1342  HORZ ORDER  -  FIRST
 NE1342
 NE1342.The horizontal coordinates were established by classical geodetic methods
 NE1342.and adjusted by the National Geodetic Survey in February 1997..
 NE1342
 NE1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1342
 NE1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1342
 NE1342.The geoid height was determined by GEOID03.
 NE1342
 NE1342;                    North         East     Units Scale Factor Converg.
 NE1342;SPC MI S     -    97,333.471 4,106,364.214   MT  0.99994718   +0 52 43.8
 NE1342;SPC MI S     -   319,335.53 13,472,323.54   iFT  0.99994718   +0 52 43.8
 NE1342;UTM  17      - 4,692,824.147   329,124.915   MT  0.99995926   -1 23 55.9
 NE1342
 NE1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1342!SPC MI S     -   0.99996485  x   0.99994718  =   0.99991203
 NE1342!UTM  17      -   0.99996485  x   0.99995926  =   0.99992411
 NE1342
 NE1342:                Primary Azimuth Mark                     Grid Az
 NE1342:SPC MI S     -  DETROIT HUPMOBILE MOTOR CO TK            063 42 08.0
 NE1342:UTM  17      -  DETROIT HUPMOBILE MOTOR CO TK            065 58 47.7
 NE1342
 NE1342|---------------------------------------------------------------------|
 NE1342| PID    Reference Object                     Distance      Geod. Az  |
 NE1342|                                                           dddmmss.s |
 NE1342| NE1313 DETROIT HUPMOBILE MOTOR CO TK       APPROX. 3.6 KM 0643451.8 |
 NE1342| NE1105 DETROIT EDISON CO PLANT N STK       APPROX. 9.6 KM 0964017.0 |
 NE1342| CH0224 GENERAL RM 1                          2.223 METERS 10618     |
 NE1342| NE1339 DETROIT HEART OF MARY N SPIRE       APPROX. 2.5 KM 1175625.4 |
 NE1342| NE1111 DETROIT RADIO KQA 414 NE MAST       APPROX. 7.1 KM 1183011.6 |
 NE1342| NE1345 DETROIT ST JOSEPHAT CH SPIRE        APPROX. 4.3 KM 1263248.8 |
 NE1342| NE1338 DETROIT RADIO STA WXYZ E MAST       APPROX. 1.5 KM 1461600.6 |
 NE1342| NE1340 DETROIT HUDSON BLDG FLAGPOLE        APPROX. 4.5 KM 1493317.7 |
 NE1342| NE1347 DETROIT UNION GUARDIAN BLDG FP      APPROX. 5.0 KM 1511154.5 |
 NE1342| NE1343 DETROIT CITY COLLEGE BELFRY         APPROX. 1.7 KM 1552635.8 |
 NE1342| NE1331 WINDSOR CANADIAN PAC RR TWR         APPROX. 6.1 KM 1591202.6 |
 NE1342| NE1332 WINDSOR TV STATION CKLW MAST        APPROX. 6.2 KM 1595433.6 |
 NE1342| NE1333 WINDSOR AMBASSADOR BR S TOWER       APPROX. 6.6 KM 1781012.1 |
 NE1342| NE1341 DETROIT AMBASSADOR BR N TOWER       APPROX. 6.0 KM 1801932.6 |
 NE1342| NE1359 DEARBORN FORD AIRPORT BEACON        APPROX.13.7 KM 2361356.0 |
 NE1342| CH0225 GENERAL RM 2                          2.426 METERS 28626     |
 NE1342|---------------------------------------------------------------------|
 NE1342
 NE1342                          SUPERSEDED SURVEY CONTROL
 NE1342
 NE1342  NAD 83(1986)-  42 22 08.11694(N)    083 04 30.95789(W) AD(       ) 1
 NE1342  NAD 27      -  42 22 07.98240(N)    083 04 31.23430(W) AD(       ) 1
 NE1342  NGVD 29 (07/19/86)  258.7    (m)          849.     (f) VERT ANG       
 NE1342
 NE1342.Superseded values are not recommended for survey control.
 NE1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1342.See file dsdata.txt to determine how the superseded data were derived.
 NE1342
 NE1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2912592824(NAD 83)
 NE1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1342+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE1342
 NE1342  HISTORY     - Date     Condition        Report By
 NE1342  HISTORY     - 1932     MONUMENTED       CGS
 NE1342  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NE1342  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1342  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1342  HISTORY     - 1988     GOOD             USPSQD
 NE1342  HISTORY     - 19931030 MARK NOT FOUND   LOCENG
 NE1342  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE1342
 NE1342                          STATION DESCRIPTION
 NE1342
 NE1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE1342'IN DETROIT, ON NORTHEAST
 NE1342'CORNER OF ROOF OF
 NE1342'GENERAL MOTORS OFFICE BUILDING AT INTERSECTION OF CASS AVENUE
 NE1342'AND GRAND BOULEVARD, AND ON LINE
 NE1342'BETWEEN TWO REFERENCE MARKS IN NORTHEAST
 NE1342'CORNER OF ELEVATED PORTION OF ROOF.  STATION IS NOT
 NE1342'MARKED BECAUSE TILE ROOF IS UNSUITABLE
 NE1342'FOR SETTING MARK.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN
 NE1342'CEMENT-BLOCK
 NE1342'COPING OF LOW PARAPET WALL.  NO. 1 IS 12 FEET SOUTH OF NORTHEAST
 NE1342'CORNER, AND 7.29 FEET FROM
 NE1342'STATION IN AZIMUTH 286 DEG 27 MIN.  NO 2 IS 11.7 FEET WEST OF
 NE1342'NORTHEAST CORNER, AND 7.96 FEET FROM STATION
 NE1342'IN AZIMUTH 106 DEG 27 MIN.  AZIMUTH FROM
 NE1342'STATION TO DETROIT, WXYZ RADIO STATION, EAST MAST, IS 326 DEG
 NE1342'16 MIN 04 SEC, AND TO DETROIT, HUDSON
 NE1342'BUILDING, FLAGPOLE, 329 DEG 33 MIN 18 SEC.
 NE1342
 NE1342                          STATION RECOVERY (1957)
 NE1342
 NE1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1342'THE REFERENCE MARKS WERE
 NE1342'RECOVERED AND
 NE1342'FOUND TO BE IN GOOD CONDITION, AND THE CROSS MARK
 NE1342'THAT MARKS THE STATION IS
 NE1342'PLAINLY VISIBLE.  THE DISTANCES TO BOTH
 NE1342'REFERENCE MARKS WERE FOUND TO BE THE SAME AS
 NE1342'STATED IN THE ORIGINAL
 NE1342'DESCRIPTION.  A DISCREPANCY OF 1 MINUTE WAS FOUND IN THE
 NE1342'DIRECTION TO
 NE1342'REFERENCE MARK 2, AND A DIFFERENCE OF 9 MINUTES TO REFERENCE
 NE1342'MARK 1.  BOTH
 NE1342'REFERENCE MARKS ARE SO NEAR THE STATION THAT THE
 NE1342'WILD T-3 THEODOLITE WOULD NOT
 NE1342'FOCUS DOWN SHORT ENOUGH FOR THE SECONDS
 NE1342'TO BE DETERMINED.
 NE1342'
 NE1342'ADDITIONAL CONSTRUCTION OF THE GENERAL MOTORS BUILDING HAS BEEN
 NE1342'ERECTED SINCE
 NE1342'1934, AND HAS BLOCKED SOME OF THE INTERSECTION STATIONS
 NE1342'THAT WERE PREVIOUSLY DETERMINED.
 NE1342'A COMPLETE NEW DESCRIPTION FOLLOWS.
 NE1342'
 NE1342'THE STATION IS LOCATED ON TOP OF THE GENERAL MOTORS OFFICE
 NE1342'BUILDING IN
 NE1342'DOWNTOWN DETROIT, AT THE CORNER OF CASS AVENUE AND
 NE1342'GRAND BOULEVARD.  IT IS ON THE
 NE1342'NE CORNER OF THE MAIN TILE ROOF OF
 NE1342'THE BUILDING.  A CROSS SCRATCHED IN THE NINTH
 NE1342'TILE FROM THE N WALL
 NE1342'OF THE BUILDING, AND IN THE SIXTH TILE FROM THE E WALL, MARKS
 NE1342'THE STATION.
 NE1342'IT IS 6.8 FT. S-SW OF THE NE CORNER OF THE WALL, 4.92
 NE1342'FT. S OF THE N WALL, AND
 NE1342'4.73 FT. W OF THE E WALL.
 NE1342'
 NE1342'REFERENCE MARK 1 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 NE1342'GENERAL NO 1 1932
 NE1342'SET IN A DRILL HOLE IN A CONCRETE COPING THAT
 NE1342'FORMS PART OF THE E WALL OF THE
 NE1342'BUILDING.
 NE1342'
 NE1342'REFERENCE MARK 2 IS A STANDARD REFERENCE-MARK DISK, STAMPED
 NE1342'GENERAL NO 2 1932
 NE1342'SET IN A DRILL HOLE IN THE CONCRETE COPING
 NE1342'THAT FORMS PART OF THE N WALL OF THE
 NE1342'BUILDING.
 NE1342
 NE1342                          STATION RECOVERY (1964)
 NE1342
 NE1342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VBM)
 NE1342'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 NE1342'CONDITION AT THIS TIME.
 NE1342'THE DISTANCE TO THE REFERENCE MARKS CHECKED BUT THE DIRECTION WAS NOT
 NE1342'CHECKED DUE TO THE MARKS BEING
 NE1342'TOO CLOSE TO CUT IN WITH PRESENT INSTRUMENT.  THE ORIGINAL
 NE1342'DESCRIPTION IS ADEQUATE.
 NE1342
 NE1342                          STATION RECOVERY (1988)
 NE1342
 NE1342'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE1342'RECOVERED IN GOOD CONDITION.
 NE1342
 NE1342                          STATION RECOVERY (1993)
 NE1342
 NE1342'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE1342'MARK NOT FOUND.
 NE1342
 NE1342                          STATION RECOVERY (1999)
 NE1342
 NE1342'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1490 ***********************************************************************
 NE1490  DESIGNATION -  GENSLEY
 NE1490  PID         -  NE1490
 NE1490  STATE/COUNTY-  MI/WASHTENAW
 NE1490  USGS QUAD   -  SALINE (1983)
 NE1490
 NE1490                         *CURRENT SURVEY CONTROL
 NE1490  ___________________________________________________________________
 NE1490* NAD 83(1994)-  42 14 33.74604(N)    083 49 47.70944(W)     ADJUSTED  
 NE1490* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 NE1490  ___________________________________________________________________
 NE1490  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 NE1490  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NE1490
 NE1490  HORZ ORDER  -  SECOND
 NE1490
 NE1490.The horizontal coordinates were established by classical geodetic methods
 NE1490.and adjusted by the National Geodetic Survey in February 1997..
 NE1490
 NE1490.The orthometric height was scaled from a topographic map.
 NE1490
 NE1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1490
 NE1490.The geoid height was determined by GEOID03.
 NE1490
 NE1490;                    North         East     Units Scale Factor Converg.
 NE1490;SPC MI S     -    82,639.963 4,044,298.881   MT  0.99996927   +0 21 55.0
 NE1490;SPC MI S     -   271,128.49 13,268,697.12   iFT  0.99996927   +0 21 55.0
 NE1490;UTM  17      - 4,680,602.321   266,516.241   MT  1.00027081   -1 54 12.0
 NE1490
 NE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1490!SPC MI S     -   0.99995611  x   0.99996927  =   0.99992538
 NE1490!UTM  17      -   0.99995611  x   1.00027081  =   1.00022690
 NE1490
 NE1490:                Primary Azimuth Mark                     Grid Az
 NE1490:SPC MI S     -  SALINE MUNICIPAL TANK                    153 56 53.5
 NE1490:UTM  17      -  SALINE MUNICIPAL TANK                    156 13 00.5
 NE1490
 NE1490|---------------------------------------------------------------------|
 NE1490| PID    Reference Object                     Distance      Geod. Az  |
 NE1490|                                                           dddmmss.s |
 NE1490| NE1489 SALINE MUNICIPAL TANK               APPROX. 8.4 KM 1541848.5 |
 NE1490| CH0227 GENSLEY RM 1                         29.206 METERS 19109     |
 NE1490| CH0226 GENSLEY AZ MK                                      2521553.9 |
 NE1490| CH0228 GENSLEY RM 2                         32.887 METERS 34341     |
 NE1490|---------------------------------------------------------------------|
 NE1490
 NE1490                          SUPERSEDED SURVEY CONTROL
 NE1490
 NE1490  NAD 83(1986)-  42 14 33.74905(N)    083 49 47.73102(W) AD(       ) 2
 NE1490  NAD 27      -  42 14 33.60900(N)    083 49 47.93700(W) AD(       ) 2
 NE1490
 NE1490.Superseded values are not recommended for survey control.
 NE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1490.See file dsdata.txt to determine how the superseded data were derived.
 NE1490
 NE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6651680602(NAD 83)
 NE1490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1490
 NE1490  HISTORY     - Date     Condition        Report By
 NE1490  HISTORY     - 1943     MONUMENTED       CGS
 NE1490
 NE1490                          STATION DESCRIPTION
 NE1490
 NE1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1490'STATION IS LOCATED ON THE W SIDE OF WATERS ROAD ABOUT 5 MILES SW OF
 NE1490'ANN ARBOR AND ON THE W
 NE1490'EDGE OF A WOODS OWNED BY GENSLEY BROTHERS.  IT IS
 NE1490'4.5 FEET E OF A REFERENCE POST,
 NE1490'17 FEET E OF A N-S FENCE LINE AND
 NE1490'ABOUT 400 FEET N OF WATERS ROAD.  THE DISK IS
 NE1490'STAMPED GENSLEY 1943.
 NE1490'
 NE1490'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 NE1490'DISKS SET IN
 NE1490'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1490'
 NE1490'REFERENCE MARK 1 IS 95.82 FEET (SLOPE DISTANCE) S OF THE STATION
 NE1490'AND 1.0 FOOT E OF
 NE1490'A N-S FENCELINE.  THE DISK IS STAMPED GENSLEY NO 1 1943.
 NE1490'
 NE1490'REFERENCE MARK 2 IS 107.90 FEET (SLOPE DISTANCE) N OF THE
 NE1490'STATION, AND 1.5
 NE1490'FEET E OF A N-S FENCELINE.  THE DISK IS STAMPED GENSLEY NO 2 1943.
 NE1490'
 NE1490'AZIMUTH MARK IS ABOUT 0.3 MILE W OF THE STATION, 23 FEET N
 NE1490'OF THE CENTER LINE
 NE1490'OF THE ROAD, 2.6 FEET W OF A REFERENCE POST,
 NE1490'AND 6.6 FEET E OF POWER-TRANSMISSION
 NE1490'LINE POLE 26.  THE DISK IS STAMPED GENSLEY 1943.
 NE1490'
 NE1490'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 NE1490'OF HURON AND MAIN
 NE1490'STREETS IN THE CITY OF ANN ARBOR, GO S ON
 NE1490'MAIN STREET (ANN ARBOR-SALINE ROAD)
 NE1490'FOR 3.1 MILES TO WATERS ROAD,
 NE1490'TURN RIGHT ON WATERS ROAD AND GO W FOR 3.55 MILES TO A
 NE1490'BOARD GATE ON
 NE1490'THE RIGHT AND A SMALL GARAGE HOUSE ON THE LEFT, *TURN RIGHT
 NE1490'THROUGH BOARD GATE
 NE1490'AND BEAR LEFT THROUGH WOODS TO EDGE OF WHEAT
 NE1490'FIELD AND WEST EDGE OF WOODS AND
 NE1490'STATION.
 NE1490'
 NE1490'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO W ON WATERS
 NE1490'ROAD FOR 0.35 MILE
 NE1490'TO THE MARK ON THE RIGHT.
 NE1490'
 NE1490'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0218 ***********************************************************************
 RJ0218  DESIGNATION -  GEORGE USLS
 RJ0218  PID         -  RJ0218
 RJ0218  STATE/COUNTY-  MI/CHIPPEWA
 RJ0218  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0218
 RJ0218                         *CURRENT SURVEY CONTROL
 RJ0218  ___________________________________________________________________
 RJ0218* NAD 83(1986)-  46 23 28.     (N)    084 10 11.     (W)     SCALED    
 RJ0218* NAVD 88     -       178.385  (meters)     585.25   (feet)  ADJUSTED  
 RJ0218  ___________________________________________________________________
 RJ0218  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0218  DYNAMIC HT  -         178.395 (meters)     585.28  (feet)  COMP
 RJ0218  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0218
 RJ0218  VERT ORDER  -  FIRST     CLASS 0
 RJ0218
 RJ0218.The horizontal coordinates were scaled from a topographic map and have
 RJ0218.an estimated accuracy of +/- 6 seconds.
 RJ0218
 RJ0218.The orthometric height was determined by differential leveling
 RJ0218.and adjusted by the National Geodetic Survey in June 1991..
 RJ0218.WARNING-Repeat measurements at this control monument indicate possible
 RJ0218.vertical movement.
 RJ0218
 RJ0218.The geoid height was determined by GEOID03.
 RJ0218
 RJ0218.The dynamic height is computed by dividing the NAVD 88
 RJ0218.geopotential number by the normal gravity value computed on the
 RJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0218.degrees latitude (g = 980.6199 gals.).
 RJ0218
 RJ0218.The modeled gravity was interpolated from observed gravity values.
 RJ0218
 RJ0218;                    North         East    Units  Estimated Accuracy
 RJ0218;SPC MI N     -   182,580.    8,217,630.      MT  (+/- 180 meters Scaled)
 RJ0218
 RJ0218                          SUPERSEDED SURVEY CONTROL
 RJ0218
 RJ0218.No superseded survey control is available for this station.
 RJ0218
 RJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS176413(NAD 83)
 RJ0218_MARKER: Z = SEE DESCRIPTION
 RJ0218_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0218+WITH SETTING: INTO GROUND
 RJ0218_MARK LOGO: USLS  
 RJ0218_PROJECTION: FLUSH
 RJ0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0218+STABILITY: SURFACE MOTION
 RJ0218_ROD/PIPE-DEPTH: 17.1 meters
 RJ0218
 RJ0218  HISTORY     - Date     Condition        Report By
 RJ0218  HISTORY     - 1969     MONUMENTED       USLS
 RJ0218  HISTORY     - 1969     GOOD             USLS
 RJ0218  HISTORY     - 1983     GOOD             NGS
 RJ0218
 RJ0218                          STATION DESCRIPTION
 RJ0218
 RJ0218'DESCRIBED BY US LAKE SURVEY 1969
 RJ0218'AT SUGAR ISLAND.
 RJ0218'GEORGE IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM
 RJ0218'FERRY DOCK PROCEED EAST 4.9 MILES ON PAVED ROAD, TURN RIGHT,
 RJ0218'GO 1.6 MILES SOUTH, TURN RIGHT, GO 1.0 MILE WEST, TURN LEFT,
 RJ0218'GO 3.1 MILES SOUTH, TURN LEFT, 0.52 MILE EAST, TURN RIGHT, GO
 RJ0218'2.0 MILES SOUTH, TURN LEFT, GO 0.44 MILE EAST TO Y-INTERSECTION,
 RJ0218'CONTINUE EAST 1.5 MILES TO DRIVEWAY LEADING TO SARRIS, RESIDENCE,
 RJ0218'83.4 FEET SOUTHWEST OF UTILITY POLE NO. SU I-155-20, 28 FEET
 RJ0218'NORTH OF CENTERLINE OF ROAD, 8 FEET WEST OF CENTERLINE OF
 RJ0218'DRIVEWAY, 6.0 FEET SOUTH OF CORNER FENCE POST, 1-FOOT BELOW
 RJ0218'THE GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0218'DIAMETER COPPER-COATED STEEL ROD, 56 FEET LONG.
 RJ0218
 RJ0218                          STATION RECOVERY (1983)
 RJ0218
 RJ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0218'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  7.9 KM (4.9
 RJ0218'MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY LANDING ON
 RJ0218'SUGAR ISLAND, THENCE 2.6 KM (1.6 MI) SOUTH ALONG TOWNLINE ROAD, THENCE
 RJ0218'1.6 KM (1.0 MI) WEST ALONG 3 MILE ROAD, THENCE 5.0 KM (3.1 MI) SOUTH
 RJ0218'ALONG HOMESTEAD ROAD, THENCE 0.8 KM (0.5 MI) EAST ALONG 6 MILE ROAD,
 RJ0218'THENCE 3.2 KM (2.0 MI) SOUTH ALONG HOMESTEAD ROAD, THENCE 0.7 KM
 RJ0218'(0.45 MI) EAST TO A Y JUNCTION, THENCE CONTINUE EAST 2.4 KM (1.5 MI)
 RJ0218'ALONG 8 MILE ROAD TO THE PRIVATE ENTRANCE DRIVE LEADING NORTH TO THE
 RJ0218'SARRIS RESIDENCE, 8.5 METERS (28.0 FT) NORTH OF THE APPROXIMATE CENTER
 RJ0218'OF 8 MILE ROAD, 2.4 METERS (8.0 FT) WEST OF THE APPROXIMATE CENTER OF
 RJ0218'THE DRIVE, 1.8 METERS (6.0 FT) SOUTH OF A CORNER FENCE POST, AND
 RJ0218'25.4 METERS (83.4 FT) SOUTHWEST OF POWERLINE POLE NUMBER SU1-155-20.
 RJ0218'THE MARK IS 1.7 METERS  S FROM A WITNESS POST.
 RJ0218'THE MARK IS 0.31 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0079 ***********************************************************************
 RJ0079  DESIGNATION -  GG MAIN
 RJ0079  PID         -  RJ0079
 RJ0079  STATE/COUNTY-  MI/CHIPPEWA
 RJ0079  USGS QUAD   -  PICKFORD (1975)
 RJ0079
 RJ0079                         *CURRENT SURVEY CONTROL
 RJ0079  ___________________________________________________________________
 RJ0079* NAD 83(1986)-  46 09 27.     (N)    084 19 16.     (W)     SCALED    
 RJ0079* NAVD 88     -       191.112  (meters)     627.01   (feet)  ADJUSTED  
 RJ0079  ___________________________________________________________________
 RJ0079  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 RJ0079  DYNAMIC HT  -         191.119 (meters)     627.03  (feet)  COMP
 RJ0079  MODELED GRAV-     980,647.8   (mgal)                       NAVD 88
 RJ0079
 RJ0079  VERT ORDER  -  FIRST     CLASS 0
 RJ0079
 RJ0079.The horizontal coordinates were scaled from a topographic map and have
 RJ0079.an estimated accuracy of +/- 6 seconds.
 RJ0079
 RJ0079.The orthometric height was determined by differential leveling
 RJ0079.and adjusted by the National Geodetic Survey in June 1991..
 RJ0079
 RJ0079.The geoid height was determined by GEOID03.
 RJ0079
 RJ0079.The dynamic height is computed by dividing the NAVD 88
 RJ0079.geopotential number by the normal gravity value computed on the
 RJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0079.degrees latitude (g = 980.6199 gals.).
 RJ0079
 RJ0079.The modeled gravity was interpolated from observed gravity values.
 RJ0079
 RJ0079;                    North         East    Units  Estimated Accuracy
 RJ0079;SPC MI N     -   156,230.    8,206,870.      MT  (+/- 180 meters Scaled)
 RJ0079
 RJ0079                          SUPERSEDED SURVEY CONTROL
 RJ0079
 RJ0079.No superseded survey control is available for this station.
 RJ0079
 RJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS068150(NAD 83)
 RJ0079_MARKER: Z = SEE DESCRIPTION
 RJ0079_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0079+WITH SETTING: INTO GROUND
 RJ0079_MARK LOGO: NONE  
 RJ0079_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0079+STABILITY: SURFACE MOTION
 RJ0079_ROD/PIPE-DEPTH: 5.49 meters
 RJ0079
 RJ0079  HISTORY     - Date     Condition        Report By
 RJ0079  HISTORY     - 1971     MONUMENTED       NOS
 RJ0079  HISTORY     - 1972     GOOD             USLS
 RJ0079  HISTORY     - 1983     GOOD             NGS
 RJ0079
 RJ0079                          STATION DESCRIPTION
 RJ0079
 RJ0079'DESCRIBED BY US LAKE SURVEY 1972
 RJ0079'1.9 MI E FROM PICKFORD.
 RJ0079'GG MAIN IS IN CHIPPEWA COUNTY, MICHIGAN, 1.9 MILES EAST FROM
 RJ0079'THE POST OFFICE AT PICKFORD, 50 FEET SOUTH OF THE CENTERLINE
 RJ0079'OF GOGOMAIN ROAD, 26 FEET EAST OF CENTERLINE OF PENNINGTON
 RJ0079'ROAD, 11.4 FEET SOUTHEAST OF A STOP SIGN, 2.0 FEET NORTH OF
 RJ0079'UTILITY POLE PD2, 54, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0079'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL
 RJ0079'ROD, 18 FEET LONG.
 RJ0079
 RJ0079                          STATION RECOVERY (1983)
 RJ0079
 RJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0079'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.1 KM
 RJ0079'(1.9 MI) EAST ALONG GOGOMAIN ROAD FROM THE POST OFFICE IN PICKFORD TO
 RJ0079'THE MARK ON THE RIGHT, AT THE INTERSECTION OF PENNINGTON ROAD,
 RJ0079'15.24 METERS (50.0 FT) SOUTH OF THE CENTERLINE OF GOGOMAIN ROAD,
 RJ0079'7.92 METERS (26.0 FT) EAST OF THE CENTER OF PENNINGTON ROAD, AND
 RJ0079'3.47 METERS (11.4 FT) SOUTHEAST OF A STOP SIGN.
 RJ0079'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1573 ***********************************************************************
 RL1573  DESIGNATION -  GIBBS
 RL1573  PID         -  RL1573
 RL1573  STATE/COUNTY-  MI/IRON
 RL1573  USGS QUAD   -  GIBBS CITY (1975)
 RL1573
 RL1573                         *CURRENT SURVEY CONTROL
 RL1573  ___________________________________________________________________
 RL1573* NAD 83(1994)-  46 10 48.27519(N)    088 41 55.66547(W)     ADJUSTED  
 RL1573* NAVD 88     -       513.     (meters)    1683.     (feet)  SCALED    
 RL1573  ___________________________________________________________________
 RL1573  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 RL1573  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 RL1573
 RL1573  HORZ ORDER  -  SECOND
 RL1573
 RL1573.The horizontal coordinates were established by classical geodetic methods
 RL1573.and adjusted by the National Geodetic Survey in February 1997..
 RL1573
 RL1573.The orthometric height was scaled from a topographic map.
 RL1573
 RL1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1573
 RL1573.The geoid height was determined by GEOID03.
 RL1573
 RL1573;                    North         East     Units Scale Factor Converg.
 RL1573;SPC MI N     -   156,644.822 7,868,855.775   MT  0.99990451   -1 13 40.3
 RL1573;SPC MI N     -   513,926.58 25,816,455.95   iFT  0.99990451   -1 13 40.3
 RL1573;UTM  16      - 5,115,458.179   368,886.443   MT  0.99981132   -1 13 33.2
 RL1573
 RL1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1573!SPC MI N     -   0.99992460  x   0.99990451  =   0.99982911
 RL1573!UTM  16      -   0.99992460  x   0.99981132  =   0.99973593
 RL1573
 RL1573:                Primary Azimuth Mark                     Grid Az
 RL1573:SPC MI N     -  STAMBAUGH W AND M PWR RAD MAST           145 47 03.4
 RL1573:UTM  16      -  STAMBAUGH W AND M PWR RAD MAST           145 46 56.3
 RL1573
 RL1573|---------------------------------------------------------------------|
 RL1573| PID    Reference Object                     Distance      Geod. Az  |
 RL1573|                                                           dddmmss.s |
 RL1573| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX.11.7 KM 1443323.1 |
 RL1573| RL1569 STAMBAUGH EIGHTH ST MUN TANK        APPROX.12.3 KM 1533510.1 |
 RL1573| RL1570 STAMBAUGH THIRD ST MUN TANK         APPROX.11.7 KM 1540225.5 |
 RL1573| RL1571 CASPIAN WIKB RADIO MAST             APPROX.13.6 KM 1595947.6 |
 RL1573| RL1568 GIRDER RESET                        APPROX.10.7 KM 1650752.5 |
 RL1573| CJ2549 GIBBS RM 1                           22.882 METERS 27808     |
 RL1573| RL1572 GIBBS CITY LOT USGS 1954             14.353 METERS 35052     |
 RL1573|---------------------------------------------------------------------|
 RL1573
 RL1573                          SUPERSEDED SURVEY CONTROL
 RL1573
 RL1573  NAD 83(1994)-  46 10 48.27576(N)    088 41 55.66401(W) AD(       ) 2
 RL1573  NAD 83(1986)-  46 10 48.27269(N)    088 41 55.65227(W) AD(       ) 2
 RL1573  NAD 27      -  46 10 48.44700(N)    088 41 55.18200(W) AD(       ) 2
 RL1573
 RL1573.Superseded values are not recommended for survey control.
 RL1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1573.See file dsdata.txt to determine how the superseded data were derived.
 RL1573
 RL1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6888615458(NAD 83)
 RL1573_MARKER: DS = TRIANGULATION STATION DISK
 RL1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1573
 RL1573  HISTORY     - Date     Condition        Report By
 RL1573  HISTORY     - 1954     MONUMENTED       CGS
 RL1573
 RL1573                          STATION DESCRIPTION
 RL1573
 RL1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RL1573'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF IRON RIVER, ABOUT
 RL1573'3-1/2 MILES SOUTH OF THE VILLAGE OF GIBBS CITY, ABOUT 3-1/2
 RL1573'MILES NORTHEAST OF THE VILLAGE OF BEECHWOOD, AND JUST SOUTH OF
 RL1573'THE GIBBS CITY LOOKOUT TOWER.  STATION IS 41 FEET SOUTH-SOUTHEAST
 RL1573'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 40 FEET SOUTHEAST OF
 RL1573'DRIVEWAY, AND 9 FEET NORTHWEST OF A WITNESS POST.  THE MARK
 RL1573'PROJECTS 4 INCHES AND THE DISK IS STAMPED GIBBS 1954.
 RL1573'
 RL1573'REFERENCE MARK NO. 1 IS 36 FEET WEST OF DRIVEWAY, AND 59 FEET
 RL1573'WEST OF THE SOUTHWEST LEG OF LOOKOUT TOWER.  THE MARK PROJECTS
 RL1573'4 INCHES AND THE DISK IS STAMPED GIBBS NO 1 1954.
 RL1573'
 RL1573'GIBBS CITY (USGS) 1938 (R.M. NO. 2) IS SET IN THE APPROXIMATE
 RL1573'CENTER AND AT THE BASE OF THE LOOKOUT TOWER.  THE MARK IS A U.S.
 RL1573'GEOLOGICAL SURVEY DISK SET IN A SQUARE 5 X 5 INCH CONCRETE
 RL1573'MONUMENT, PROJECTS 3 INCHES AND STAMPED GIBBS CITY 1938.
 RL1573'
 RL1573'DUE TO HEAVY GROWTH OF TIMBER, NO AZIMUTH MARK WAS SET.
 RL1573'
 RL1573'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GIBBS
 RL1573'TO GIBBS CITY (USGS) 1938 AND THE DISTANCE IS SHOWN ABOVE.
 RL1573'
 RL1573'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH FOR 0.1
 RL1573'MILE TO U.S. HIGHWAY NO. 2.  TURN LEFT AND GO WEST ON U.S.
 RL1573'HIGHWAY NO. 2 FOR 2.7 MILES TO PAVED ROAD RIGHT.  TURN RIGHT
 RL1573'AND GO NORTH ON PAVED ROAD FOR 3.2 MILES TO FORKS.  TAKE RIGHT
 RL1573'FORK AND GO NORTHERLY FOR 4.1 MILE TO DRIVEWAY ON RIGHT.  TURN
 RL1573'RIGHT AND GO EASTERLY ON DRIVEWAY FOR 0.1 MILE TO GIBBS CITY
 RL1573'LOOKOUT TOWER AND STATION AS DESCRIBED.
 RL1573'
 RL1573'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0382 ***********************************************************************
 RL0382  DESIGNATION -  GIBBS CITY
 RL0382  PID         -  RL0382
 RL0382  STATE/COUNTY-  MI/IRON
 RL0382  USGS QUAD   -  GIBBS CITY (1975)
 RL0382
 RL0382                         *CURRENT SURVEY CONTROL
 RL0382  ___________________________________________________________________
 RL0382* NAD 83(1986)-  46 10 48.     (N)    088 41 55.     (W)     SCALED    
 RL0382* NAVD 88     -       513.402  (meters)    1684.39   (feet)  ADJUSTED  
 RL0382  ___________________________________________________________________
 RL0382  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 RL0382  DYNAMIC HT  -         513.408 (meters)    1684.41  (feet)  COMP
 RL0382  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 RL0382
 RL0382  VERT ORDER  -  SECOND    CLASS 0
 RL0382
 RL0382.The horizontal coordinates were scaled from a topographic map and have
 RL0382.an estimated accuracy of +/- 6 seconds.
 RL0382
 RL0382.The orthometric height was determined by differential leveling
 RL0382.and adjusted by the National Geodetic Survey in June 1991..
 RL0382
 RL0382.The geoid height was determined by GEOID03.
 RL0382
 RL0382.The dynamic height is computed by dividing the NAVD 88
 RL0382.geopotential number by the normal gravity value computed on the
 RL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0382.degrees latitude (g = 980.6199 gals.).
 RL0382
 RL0382.The modeled gravity was interpolated from observed gravity values.
 RL0382
 RL0382;                    North         East    Units  Estimated Accuracy
 RL0382;SPC MI N     -   156,640.    7,868,870.      MT  (+/- 180 meters Scaled)
 RL0382
 RL0382                          SUPERSEDED SURVEY CONTROL
 RL0382
 RL0382  NGVD 29 (??/??/92)  513.40   (m)         1684.4    (f) COMPUTED    2 0
 RL0382
 RL0382.Superseded values are not recommended for survey control.
 RL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0382.See file dsdata.txt to determine how the superseded data were derived.
 RL0382
 RL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS689154(NAD 83)
 RL0382_MARKER: DD = SURVEY DISK
 RL0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0382_STAMPING: GIBBS CITY 1938
 RL0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0382+STABILITY: SURFACE MOTION
 RL0382
 RL0382  HISTORY     - Date     Condition        Report By
 RL0382  HISTORY     - 1938     MONUMENTED       USGS
 RL0382  HISTORY     - 1948     GOOD             NGS
 RL0382  HISTORY     - 19970625 GOOD             USPSQD
 RL0382
 RL0382                          STATION DESCRIPTION
 RL0382
 RL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0382'3.2 MI S FROM GIBBS CITY.
 RL0382'3.25 MILES SOUTH ALONG COUNTY ROAD 657 FROM THE POST OFFICE AT
 RL0382'GIBBS CITY, ABOUT 125 YARDS EAST OF THE ROAD AND SET DIRECTLY
 RL0382'UNDER THE CENTER OF THE GIBBS CITY LOOKOUT TOWER 1.5 FOOT NORTH
 RL0382'OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE
 RL0382'POST ABOUT FLUSH WITH THE GROUND.
 RL0382
 RL0382                          STATION RECOVERY (1997)
 RL0382
 RL0382'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1572 ***********************************************************************
 RL1572  DESIGNATION -  GIBBS CITY LOT USGS 1954
 RL1572  PID         -  RL1572
 RL1572  STATE/COUNTY-  MI/IRON
 RL1572  USGS QUAD   -  GIBBS CITY (1975)
 RL1572
 RL1572                         *CURRENT SURVEY CONTROL
 RL1572  ___________________________________________________________________
 RL1572* NAD 83(1994)-  46 10 48.73414(N)    088 41 55.77176(W)     ADJUSTED  
 RL1572* NAVD 88     -       513.40   (+/-2cm)    1684.4    (feet)  VERTCON   
 RL1572  ___________________________________________________________________
 RL1572  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 RL1572  GEOID HEIGHT-         -31.97  (meters)                     GEOID03
 RL1572
 RL1572  HORZ ORDER  -  SECOND
 RL1572  VERT ORDER  -  THIRD ? (See Below)
 RL1572
 RL1572.The horizontal coordinates were established by classical geodetic methods
 RL1572.and adjusted by the National Geodetic Survey in February 1997..
 RL1572
 RL1572.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1572.The vertical order pertains to the NGVD 29 superseded value.
 RL1572
 RL1572.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1572
 RL1572.The geoid height was determined by GEOID03.
 RL1572
 RL1572;                    North         East     Units Scale Factor Converg.
 RL1572;SPC MI N     -   156,659.036 7,868,853.800   MT  0.99990451   -1 13 40.4
 RL1572;SPC MI N     -   513,973.22 25,816,449.48   iFT  0.99990451   -1 13 40.4
 RL1572;UTM  16      - 5,115,472.392   368,884.467   MT  0.99981133   -1 13 33.3
 RL1572
 RL1572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1572!SPC MI N     -   0.99992453  x   0.99990451  =   0.99982905
 RL1572!UTM  16      -   0.99992453  x   0.99981133  =   0.99973588
 RL1572
 RL1572                          SUPERSEDED SURVEY CONTROL
 RL1572
 RL1572  NAD 83(1994)-  46 10 48.73471(N)    088 41 55.77029(W) AD(       ) 2
 RL1572  NAD 83(1986)-  46 10 48.73165(N)    088 41 55.75855(W) AD(       ) 2
 RL1572  NAD 27      -  46 10 48.90600(N)    088 41 55.28800(W) AD(       ) 2
 RL1572  NGVD 29 (07/19/86)  513.40   (m)         1684.4    (f) LEVELING    3  
 RL1572
 RL1572.Superseded values are not recommended for survey control.
 RL1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1572.See file dsdata.txt to determine how the superseded data were derived.
 RL1572
 RL1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS6888415472(NAD 83)
 RL1572_MARKER: DD = SURVEY DISK
 RL1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RL1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1572+STABILITY: SURFACE MOTION
 RL1572
 RL1572  HISTORY     - Date     Condition        Report By
 RL1572  HISTORY     - 1954     MONUMENTED       USGS
 RL1572
 RL1572                          STATION DESCRIPTION
 RL1572
 RL1572'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (DAJ)
 RL1572'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF IRON RIVER, ABOUT
 RL1572'3-1/2 MILES SOUTH OF THE VILLAGE OF GIBBS CITY, AND ABOUT 3-1/2
 RL1572'MILES NORTHEAST OF THE VILLAGE OF BEECHWOOD.  STATION IS OF
 RL1572'STEEL CONSTRUCTION ABOUT 120 FEET HIGH, HAS 4 LEGS MOUNTED ON
 RL1572'CONCRETE FOUNDATION.
 RL1572'
 RL1572'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RL1572'GIBBS TO GIBBS CITY (USGS) 1938 AND THE DISTANCE IS 14.353
 RL1572'METERS OR 47.09 FEET.
 RL1572'
 RL1572'TO REACH FROM THE POST OFFICE IN IRON RIVER, GO NORTH FOR 0.1
 RL1572'MILE TO U.S. HIGHWAY NO. 2.  TURN LEFT AND GO WEST FOR 2.7
 RL1572'MILES TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTH ON PAVED
 RL1572'ROAD FOR 3.2 MILES TO FORKS.  TAKE RIGHT FORK AND GO NORTHERLY
 RL1572'FOR 4.1 MILES TO DRIVEWAY ON RIGHT.  TURN RIGHT AND GO EASTERLY
 RL1572'ON DRIVEWAY FOR 0.1 MILE TO STATION.
 RL1572'
 RL1572'NOTE--U.S.G.S. MARK IS BENEATH AND AT THE CENTER OF THE BASE OF
 RL1572'THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0079 ***********************************************************************
 OJ0079  DESIGNATION -  GIDDINGS USLS
 OJ0079  PID         -  OJ0079
 OJ0079  STATE/COUNTY-  MI/SANILAC
 OJ0079  USGS QUAD   -  PORT SANILAC (1963)
 OJ0079
 OJ0079                         *CURRENT SURVEY CONTROL
 OJ0079  ___________________________________________________________________
 OJ0079* NAD 83(1986)-  43 25 48.     (N)    082 32 25.     (W)     SCALED    
 OJ0079* NAVD 88     -       181.991  (meters)     597.08   (feet)  ADJUSTED  
 OJ0079  ___________________________________________________________________
 OJ0079  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0079  DYNAMIC HT  -         181.956 (meters)     596.97  (feet)  COMP
 OJ0079  MODELED GRAV-     980,424.5   (mgal)                       NAVD 88
 OJ0079
 OJ0079  VERT ORDER  -  FIRST     CLASS 0
 OJ0079
 OJ0079.The horizontal coordinates were scaled from a topographic map and have
 OJ0079.an estimated accuracy of +/- 6 seconds.
 OJ0079
 OJ0079.The orthometric height was determined by differential leveling
 OJ0079.and adjusted by the National Geodetic Survey in June 1991..
 OJ0079
 OJ0079.The geoid height was determined by GEOID03.
 OJ0079
 OJ0079.The dynamic height is computed by dividing the NAVD 88
 OJ0079.geopotential number by the normal gravity value computed on the
 OJ0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0079.degrees latitude (g = 980.6199 gals.).
 OJ0079
 OJ0079.The modeled gravity was interpolated from observed gravity values.
 OJ0079
 OJ0079;                    North         East    Units  Estimated Accuracy
 OJ0079;SPC MI S     -   215,990.    4,147,860.      MT  (+/- 180 meters Scaled)
 OJ0079
 OJ0079                          SUPERSEDED SURVEY CONTROL
 OJ0079
 OJ0079  NGVD 29 (??/??/??)  182.114  (m)          597.49   (f) ADJUSTED    1 0
 OJ0079
 OJ0079.Superseded values are not recommended for survey control.
 OJ0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0079.See file dsdata.txt to determine how the superseded data were derived.
 OJ0079
 OJ0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ753097(NAD 83)
 OJ0079_MARKER: DD = SURVEY DISK
 OJ0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0079_SP_SET: FOUNDATION
 OJ0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0079
 OJ0079  HISTORY     - Date     Condition        Report By
 OJ0079  HISTORY     - 1948     MONUMENTED       USLS
 OJ0079  HISTORY     - 1970     GOOD             USLS
 OJ0079  HISTORY     - 1980     GOOD             NGS
 OJ0079  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0079
 OJ0079                          STATION DESCRIPTION
 OJ0079
 OJ0079'DESCRIBED BY US LAKE SURVEY 1970
 OJ0079'AT PORT SANILAC.
 OJ0079'GIDDINGS IS AT PORT SANILAC, SANILAC COUNTY, MICHIGAN, AT THE
 OJ0079'NORTHEAST CORNER OF LAKE AND CEDAR STREETS, ON EAST FACE OF C.A.
 OJ0079'GIDDINGS DWELLING AT NO. 7353, IN THE GRANITE STONE FOUNDATION, NEAR
 OJ0079'THE SOUTHEAST CORNER, ABOUT 4 FEET ABOVE THE GROUND, BEING
 OJ0079'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO A BLACK GRANITE
 OJ0079'STONE.  BM GIDDINGS 1948.
 OJ0079
 OJ0079                          STATION RECOVERY (1980)
 OJ0079
 OJ0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0079'IN PORT SANILAC, AT THE NORTHEAST CORNER OF THE JUNCTION OF LAKE
 OJ0079'AND CEDAR STREETS, SET VERTICALLY IN THE EAST AND NEAR THE SOUTHEAST
 OJ0079'CORNER OF HOUSE NUMBER 7353. 14.6 METERS (48.0 FEET) EAST OF THE
 OJ0079'EAST CURB OF LAKE STREET, 0.18 METER (0.6 FEET) NORTH OF THE
 OJ0079'SOUTHEAST CORNER OF THE HOUSE.
 OJ0079
 OJ0079                          STATION RECOVERY (1994)
 OJ0079
 OJ0079'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1569 ***********************************************************************
 NF1569  DESIGNATION -  GIDNER
 NF1569  PID         -  NF1569
 NF1569  STATE/COUNTY-  MI/EATON
 NF1569  USGS QUAD   -  CHARLOTTE (1980)
 NF1569
 NF1569                         *CURRENT SURVEY CONTROL
 NF1569  ___________________________________________________________________
 NF1569* NAD 83(1994)-  42 37 15.62498(N)    084 47 27.91229(W)     ADJUSTED  
 NF1569* NAVD 88     -       291.8    (meters)     957.     (feet)  VERTCON   
 NF1569  ___________________________________________________________________
 NF1569  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 NF1569  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NF1569
 NF1569  HORZ ORDER  -  FIRST
 NF1569
 NF1569.The horizontal coordinates were established by classical geodetic methods
 NF1569.and adjusted by the National Geodetic Survey in February 1997..
 NF1569
 NF1569.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1569
 NF1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1569
 NF1569.The geoid height was determined by GEOID03.
 NF1569
 NF1569;                    North         East     Units Scale Factor Converg.
 NF1569;SPC MI S     -   124,606.146 3,965,183.458   MT  0.99991744   -0 17 19.8
 NF1569;SPC MI S     -   408,812.81 13,009,132.08   iFT  0.99991744   -0 17 19.8
 NF1569;UTM  16      - 4,721,094.830   681,151.289   MT  1.00000375   +1 29 46.2
 NF1569
 NF1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1569!SPC MI S     -   0.99995957  x   0.99991744  =   0.99987701
 NF1569!UTM  16      -   0.99995957  x   1.00000375  =   0.99996332
 NF1569
 NF1569:                Primary Azimuth Mark                     Grid Az
 NF1569:SPC MI S     -  GIDNER AZ MK A PT 1976                   023 46 19.7
 NF1569:UTM  16      -  GIDNER AZ MK A PT 1976                   021 59 13.7
 NF1569
 NF1569|---------------------------------------------------------------------|
 NF1569| PID    Reference Object                     Distance      Geod. Az  |
 NF1569|                                                           dddmmss.s |
 NF1569| NF1549 GIDNER AZ MK A PT 1976              APPROX. 0.5 KM 0232859.9 |
 NF1569| NF1547 GIDNER AZ MK 1976                   APPROX. 0.6 KM 0235125.7 |
 NF1569| CH0229 GIDNER RM 1                          19.373 METERS 16948     |
 NF1569| CH0230 GIDNER RM 2                          20.688 METERS 28147     |
 NF1569|---------------------------------------------------------------------|
 NF1569
 NF1569                          SUPERSEDED SURVEY CONTROL
 NF1569
 NF1569  NAD 83(1986)-  42 37 15.62345(N)    084 47 27.92991(W) AD(       ) 1
 NF1569  NAD 27      -  42 37 15.49432(N)    084 47 27.97812(W) AD(       ) 1
 NF1569  NGVD 29 (07/19/86)  291.9    (m)          958.     (f) VERT ANG       
 NF1569
 NF1569.Superseded values are not recommended for survey control.
 NF1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1569.See file dsdata.txt to determine how the superseded data were derived.
 NF1569
 NF1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8115121095(NAD 83)
 NF1569_MARKER: DS = TRIANGULATION STATION DISK
 NF1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1569_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1569
 NF1569  HISTORY     - Date     Condition        Report By
 NF1569  HISTORY     - 1976     MONUMENTED       NGS
 NF1569
 NF1569                          STATION DESCRIPTION
 NF1569
 NF1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1569'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH-NORTHEAST OF
 NF1569'CHARLOTTE, 2-3/4 MILES WEST OF POTTERVILLE, IN THE NW 1/4 OF SECTION
 NF1569'28, T 3 N, R 4 W, AND ON LAND OWNED BY MR. RALPH GIDNER, ROUTE 1,
 NF1569'CHARLOTTE, MICHIGAN, 48813, TELEPHONE 543-4224.
 NF1569'
 NF1569'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 NF1569'HIGHWAY 100 AT THE CAUTION LIGHT IN POTTERVILLE, GO SOUTHWEST ON
 NF1569'U.S. HIGHWAY 27 FOR 4.0 MILES TO OTTO ROAD.  TURN RIGHT AND GO
 NF1569'NORTH ON OTTO ROAD FOR 2.3 MILES TO MR. RALPH GIDNER HOUSE ON THE
 NF1569'RIGHT.  TURN RIGHT AND GO EAST ON A FIELD ROAD FOR 0.3 MILE TO AN
 NF1569'APPLE ORCHARD, BEAR LEFT AND GO UPHILL FOR 0.05 MILE TO THE
 NF1569'TOP OF HILL AND THE STATION.
 NF1569'
 NF1569'TO REACH THE AZIMUTH MARK FROM MR. RALPH GIDNER HOUSE, GO NORTH ON
 NF1569'OTTO ROAD FOR 0.35 MILE TO VERMONTVILLE HIGHWAY.  TURN RIGHT AND GO
 NF1569'EAST ON VERMONTVILLE HIGHWAY FOR 0.5 MILE TO A HOUSE (ADDRESS 2490)
 NF1569'ON THE RIGHT AND THE MARK NEAR THE SOUTHWEST CORNER OF HOUSE.
 NF1569'
 NF1569'STATION MARKS ARE STANDARD DISKS STAMPED GIDNER 1976.  THE SURFACE
 NF1569'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1569'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET SOUTHWEST OF
 NF1569'A FENCE CORNER AND 13.6 FEET SOUTH OF A METAL WITNESS POST.  THE
 NF1569'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1569'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1569'
 NF1569'REFERENCE MARK 1, A STANDARD DISK STAMPED GIDNER NO 1 1976, IS SET
 NF1569'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1569'WITH THE GROUND SURFACE.  IT IS 78 FEET SOUTH-SOUTHEAST OF THE
 NF1569'METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 NF1569'
 NF1569'REFERENCE MARK 2, A STANDARD DISK STAMPED GIDNER NO 2 1976, IS SET
 NF1569'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1569'WITH THE GROUND SURFACE.  IT IS 68 FEET WEST OF THE METAL WITNESS
 NF1569'POST, 10 FEET NORTH OF A 12-INCH APPLE TREE AND 1 FOOT SOUTH OF A
 NF1569'FENCE.
 NF1569'
 NF1569'AZIMUTH MARK, A STANDARD DISK STAMPED GIDNER 1976, IS SET IN THE
 NF1569'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1569'THE GROUND SURFACE.  IT IS 18 FEET SOUTHWEST OF THE SOUTHWEST
 NF1569'CORNER OF HOUSE, 3 FEET NORTH OF THE NORTHWEST CORNER OF A SHED AND
 NF1569'2.8 FEET NORTH OF A POWERLINE POLE.
 NF1569'
 NF1569'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT EACH SURFACE MARK.
 NF1569'
 NF1569'NEAREST TOWN--POTTERVILLE.
 NF1569'
 NF1569'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1547 ***********************************************************************
 NF1547  DESIGNATION -  GIDNER AZ MK 1976
 NF1547  PID         -  NF1547
 NF1547  STATE/COUNTY-  MI/EATON
 NF1547  USGS QUAD   -  NEEDMORE (1980)
 NF1547
 NF1547                         *CURRENT SURVEY CONTROL
 NF1547  ___________________________________________________________________
 NF1547* NAD 83(1994)-  42 37 32.02764(N)    084 47 18.08936(W)     ADJUSTED  
 NF1547* NAVD 88     -       278.0    (meters)     912.     (feet)  VERTCON   
 NF1547  ___________________________________________________________________
 NF1547  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 NF1547  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NF1547
 NF1547  HORZ ORDER  -  SECOND
 NF1547
 NF1547.The horizontal coordinates were established by classical geodetic methods
 NF1547.and adjusted by the National Geodetic Survey in February 1997..
 NF1547
 NF1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1547
 NF1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1547
 NF1547.The geoid height was determined by GEOID03.
 NF1547
 NF1547;                    North         East     Units Scale Factor Converg.
 NF1547;SPC MI S     -   125,111.110 3,965,409.826   MT  0.99991708   -0 17 13.1
 NF1547;SPC MI S     -   410,469.52 13,009,874.76   iFT  0.99991708   -0 17 13.1
 NF1547;UTM  16      - 4,721,606.646   681,361.836   MT  1.00000469   +1 29 53.3
 NF1547
 NF1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1547!SPC MI S     -   0.99996173  x   0.99991708  =   0.99987881
 NF1547!UTM  16      -   0.99996173  x   1.00000469  =   0.99996642
 NF1547
 NF1547:                Primary Azimuth Mark                     Grid Az
 NF1547:SPC MI S     -  GIDNER                                   204 08 45.5
 NF1547:UTM  16      -  GIDNER                                   202 21 39.1
 NF1547
 NF1547|---------------------------------------------------------------------|
 NF1547| PID    Reference Object                     Distance      Geod. Az  |
 NF1547|                                                           dddmmss.s |
 NF1547| NF1569 GIDNER                              APPROX. 0.6 KM 2035132.4 |
 NF1547| NF1549 GIDNER AZ MK A PT 1976                5.999 METERS 24030     |
 NF1547|---------------------------------------------------------------------|
 NF1547
 NF1547                          SUPERSEDED SURVEY CONTROL
 NF1547
 NF1547  NAD 83(1986)-  42 37 32.02613(N)    084 47 18.10698(W) AD(       ) 2
 NF1547  NAD 27      -  42 37 31.89711(N)    084 47 18.15566(W) AD(       ) 2
 NF1547  NGVD 29 (07/19/86)  278.1    (m)          912.     (f) VERT ANG       
 NF1547
 NF1547.Superseded values are not recommended for survey control.
 NF1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1547.See file dsdata.txt to determine how the superseded data were derived.
 NF1547
 NF1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8136221607(NAD 83)
 NF1547_MARKER: DZ = AZIMUTH MARK DISK
 NF1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1547+STABILITY: SURFACE MOTION
 NF1547
 NF1547  HISTORY     - Date     Condition        Report By
 NF1547  HISTORY     - 1976     MONUMENTED       NGS
 NF1547
 NF1547                          STATION DESCRIPTION
 NF1547
 NF1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1547'STATION MARK, A STANDARD DISK STAMPED GIDNER 1976, IS SET IN THE TOP
 NF1547'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1547'GROUND SURFACE.  IT IS 18 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 NF1547'HOUSE, 3 FEET NORTH OF THE NORTHWEST CORNER OF A SHED AND 2.8 FEET
 NF1547'NORTH OF A POWERLINE POLE.
 NF1547'
 NF1547'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1190 ***********************************************************************
 RJ1190  DESIGNATION -  GILCHRIST
 RJ1190  PID         -  RJ1190
 RJ1190  STATE/COUNTY-  MI/MACKINAC
 RJ1190  USGS QUAD   -  GILCHRIST (1973)
 RJ1190
 RJ1190                         *CURRENT SURVEY CONTROL
 RJ1190  ___________________________________________________________________
 RJ1190* NAD 83(1994)-  46 08 09.31556(N)    085 24 48.76671(W)     ADJUSTED  
 RJ1190* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 RJ1190  ___________________________________________________________________
 RJ1190  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RJ1190  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ1190
 RJ1190  HORZ ORDER  -  SECOND
 RJ1190
 RJ1190.The horizontal coordinates were established by classical geodetic methods
 RJ1190.and adjusted by the National Geodetic Survey in February 1997..
 RJ1190
 RJ1190.The orthometric height was scaled from a topographic map.
 RJ1190
 RJ1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1190
 RJ1190.The geoid height was determined by GEOID03.
 RJ1190
 RJ1190;                    North         East     Units Scale Factor Converg.
 RJ1190;SPC MI N     -   151,558.482 8,122,570.997   MT  0.99990622   +1 08 48.0
 RJ1190;SPC MI N     -   497,239.11 26,648,854.98   iFT  0.99990622   +1 08 48.0
 RJ1190;UTM  16      - 5,110,372.740   622,541.042   MT  0.99978460   +1 08 38.2
 RJ1190
 RJ1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1190!SPC MI N     -   0.99996770  x   0.99990622  =   0.99987392
 RJ1190!UTM  16      -   0.99996770  x   0.99978460  =   0.99975231
 RJ1190
 RJ1190|---------------------------------------------------------------------|
 RJ1190| PID    Reference Object                     Distance      Geod. Az  |
 RJ1190|                                                           dddmmss.s |
 RJ1190| CH1177 GILCHRIST RM 1                       23.658 METERS 14921     |
 RJ1190| RJ1185 BIDDLE                              APPROX. 7.3 KM 1575042.6 |
 RJ1190| RJ1189 GILCHRIST LOOKOUT TOWER 1965          6.541 METERS 21127     |
 RJ1190| CH1178 GILCHRIST RM 2                       22.251 METERS 28233     |
 RJ1190|---------------------------------------------------------------------|
 RJ1190
 RJ1190                          SUPERSEDED SURVEY CONTROL
 RJ1190
 RJ1190  NAD 83(1986)-  46 08 09.30986(N)    085 24 48.76426(W) AD(       ) 2
 RJ1190  NAD 27      -  46 08 09.31567(N)    085 24 48.43388(W) AD(       ) 2
 RJ1190
 RJ1190.Superseded values are not recommended for survey control.
 RJ1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1190.See file dsdata.txt to determine how the superseded data were derived.
 RJ1190
 RJ1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2254110373(NAD 83)
 RJ1190_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1190_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1190
 RJ1190  HISTORY     - Date     Condition        Report By
 RJ1190  HISTORY     - 1965     MONUMENTED       CGS
 RJ1190  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1190  HISTORY     - 19950815 GOOD             USPSQD
 RJ1190
 RJ1190                          STATION DESCRIPTION
 RJ1190
 RJ1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1190'STATION IS LOCATED NEAR THE SITE OF THE GILCHRIST LOOKOUT TOWER
 RJ1190'ABOUT 3-1/4 MILES
 RJ1190'NORTH-NORTHEAST OF NAUBINWAY, 8 MILES EAST-NORTHEAST
 RJ1190'OF ENGADINE AND ON GOVERNMENT OWNED
 RJ1190'PROPERTY.
 RJ1190'
 RJ1190'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 941
 RJ1190'IN NAUBINWAY, GO
 RJ1190'NORTH ON COUNTY ROAD 941 FOR 2.55 MILES TO A T-ROAD.
 RJ1190'TURN RIGHT AND GO EASTERLY ON A
 RJ1190'GRAVELED ROAD (COUNTY ROAD 930) FOR 2.4
 RJ1190'MILES TO A SIDE ROAD LEFT (COUNTY ROAD 931).  TURN
 RJ1190'LEFT AND GO NORTH ON
 RJ1190'COUNTY ROAD 931 FOR ABOUT 50 FEET TO A SIDE ROAD LEFT (GILCHRIST
 RJ1190'TOWER ROAD).  TURN
 RJ1190'LEFT AND GO NORTHWESTERLY ON A NARROW SAND ROAD FOR 0.5
 RJ1190'MILE TO A FORK.  TAKE THE LEFT
 RJ1190'FORK AND CONTINUE NORTHWEST ON THE SAND
 RJ1190'ROAD FOR 0.1 MILE TO THE END OF THE ROAD AT THE
 RJ1190'TOP OF A HILL AND THE
 RJ1190'STATION.
 RJ1190'
 RJ1190'STATION MARKS ARE STANDARD DISKS STAMPED GILCHRIST 1965.  THE
 RJ1190'SURFACE DISK IS
 RJ1190'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 5
 RJ1190'INCHES.  IT IS 9 FEET NORTH OF THE
 RJ1190'NORTHEAST LEG OF THE LOOKOUT TOWER,
 RJ1190'17 FEET SOUTHWEST OF AN 18 INCH BIRCH TREE, 22 FEET
 RJ1190'EAST OF THE NORTHWEST
 RJ1190'LEG OF THE LOOKOUT TOWER AND 24 FEET EAST OF A 20 INCH PINE TREE.
 RJ1190'THE UNDERGROUND
 RJ1190'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES
 RJ1190'BELOW THE SURFACE OF THE GROUND.
 RJ1190'
 RJ1190'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GILCHRIST NO 1 1965,
 RJ1190'IS SET IN A ROUND
 RJ1190'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 2.8
 RJ1190'FEET NORTHWEST OF A METAL WITNESS
 RJ1190'POST, 14 FEET SOUTHWEST OF THE CENTER
 RJ1190'OF A TRACK ROAD AND 57 FEET SOUTHEAST OF THE
 RJ1190'SOUTHEAST LEG OF THE
 RJ1190'LOOKOUT TOWER.
 RJ1190'
 RJ1190'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GILCHRIST NO 2 1965,
 RJ1190'IS SET IN A ROUND
 RJ1190'CONCRETE MONUMENT WHICH PROJECTS 12 INCHES.  IT IS 3
 RJ1190'FEET NORTH OF A 6 INCH BIRCH TREE,
 RJ1190'49 FEET NORTHWEST OF THE 20 INCH PINE
 RJ1190'TREE AND 57 FEET NORTHWEST OF THE NORTHWEST LEG OF
 RJ1190'THE LOOKOUT TOWER.
 RJ1190'
 RJ1190'NO SUITABLE PLACE
 RJ1190'FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ1190
 RJ1190                          STATION RECOVERY (1973)
 RJ1190
 RJ1190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1190'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1190'ANGLES AND
 RJ1190'DISTANCES MEASURED O.K.
 RJ1190'ORIGINAL DESCRIPTION
 RJ1190'ADEQUATE.
 RJ1190'
 RJ1190'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 3-1/4 MILES
 RJ1190'NNE OF NAUBINWAY.
 RJ1190
 RJ1190                          STATION RECOVERY (1995)
 RJ1190
 RJ1190'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1189 ***********************************************************************
 RJ1189  DESIGNATION -  GILCHRIST LOOKOUT TOWER 1965
 RJ1189  PID         -  RJ1189
 RJ1189  STATE/COUNTY-  MI/MACKINAC
 RJ1189  USGS QUAD   -  GILCHRIST (1973)
 RJ1189
 RJ1189                         *CURRENT SURVEY CONTROL
 RJ1189  ___________________________________________________________________
 RJ1189* NAD 83(1994)-  46 08 09.13483(N)    085 24 48.92571(W)     ADJUSTED  
 RJ1189* NAVD 88     -       241.     (meters)     791.     (feet)  SCALED    
 RJ1189  ___________________________________________________________________
 RJ1189  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 RJ1189  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ1189
 RJ1189  HORZ ORDER  -  THIRD
 RJ1189
 RJ1189.The horizontal coordinates were established by classical geodetic methods
 RJ1189.and adjusted by the National Geodetic Survey in February 1997..
 RJ1189
 RJ1189.The orthometric height was scaled from a topographic map.
 RJ1189
 RJ1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1189
 RJ1189.The geoid height was determined by GEOID03.
 RJ1189
 RJ1189;                    North         East     Units Scale Factor Converg.
 RJ1189;SPC MI N     -   151,552.835 8,122,567.697   MT  0.99990622   +1 08 47.9
 RJ1189;SPC MI N     -   497,220.59 26,648,844.15   iFT  0.99990622   +1 08 47.9
 RJ1189;UTM  16      - 5,110,367.094   622,537.742   MT  0.99978459   +1 08 38.1
 RJ1189
 RJ1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1189!SPC MI N     -   0.99996770  x   0.99990622  =   0.99987392
 RJ1189!UTM  16      -   0.99996770  x   0.99978459  =   0.99975230
 RJ1189
 RJ1189                          SUPERSEDED SURVEY CONTROL
 RJ1189
 RJ1189  NAD 83(1986)-  46 08 09.12877(N)    085 24 48.92246(W) AD(       ) 4
 RJ1189  NAD 27      -  46 08 09.13486(N)    085 24 48.59295(W) AD(       ) 3
 RJ1189
 RJ1189.Superseded values are not recommended for survey control.
 RJ1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1189.See file dsdata.txt to determine how the superseded data were derived.
 RJ1189
 RJ1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2253810367(NAD 83)
 RJ1189
 RJ1189  HISTORY     - Date     Condition        Report By
 RJ1189  HISTORY     - 1965     MONUMENTED       CGS
 RJ1189  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ1189
 RJ1189                          STATION DESCRIPTION
 RJ1189
 RJ1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1189'THE STATION IS THE CENTER OF THE BASE OF THE TOWER
 RJ1189'WHICH IS A 4
 RJ1189'LEGGED SELF SUPPORTED STEEL TOWER WITH AN OBSERVATION ROOM
 RJ1189'AT THE TOP LOCATED ON A WOODED
 RJ1189'HILL ABOUT 3-1/4 MILES NORTH-NORTHEAST OF
 RJ1189'NAUBINWAY, 8 MILES EAST-NORTHEAST OF ENGADINE AND
 RJ1189'ON GOVERNMENT OWNED
 RJ1189'PROPERTY.  THE OVERALL HEIGHT OF THE TOWER IS ABOUT 75 FEET.
 RJ1189'
 RJ1189'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 941 IN
 RJ1189'NAUBINWAY, GO
 RJ1189'NORTH ON COUNTY ROAD 941 FOR 2.55 MILES TO A T-ROAD.  TURN
 RJ1189'RIGHT AND GO EASTERLY ON A
 RJ1189'GRAVELED ROAD (COUNTY ROAD 930) FOR 2.4 MILES
 RJ1189'TO A SIDE ROAD LEFT (COUNTY ROAD 931).  TURN
 RJ1189'LEFT AND GO NORTH ON COUNTY
 RJ1189'ROAD 931 FOR ABOUT 50 FEET TO A SIDE ROAD LEFT (GILCHRIST TOWER
 RJ1189'ROAD).  TURN LEFT
 RJ1189'AND GO NORTHWEST ON A NARROW SAND ROAD FOR 0.5 MILE TO A FORK.
 RJ1189'TAKE THE LEFT FORK AND
 RJ1189'CONTINUE NORTHWEST ON THE SAND ROAD FOR 0.1 MILE
 RJ1189'TO THE END OF THE ROAD AT THE TOP OF A
 RJ1189'HILL AND THE STATION.
 RJ1189'
 RJ1189'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GILCHRIST
 RJ1189'THE DISTANCE BEING
 RJ1189'21.47 FEET OR 6.544 METERS.
 RJ1189
 RJ1189                          STATION RECOVERY (1995)
 RJ1189
 RJ1189'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1568 ***********************************************************************
 RL1568  DESIGNATION -  GIRDER RESET
 RL1568  PID         -  RL1568
 RL1568  STATE/COUNTY-  MI/IRON
 RL1568  USGS QUAD   -  IRON RIVER (1944)
 RL1568
 RL1568                         *CURRENT SURVEY CONTROL
 RL1568  ___________________________________________________________________
 RL1568* NAD 83(1994)-  46 05 14.43780(N)    088 39 48.29184(W)     ADJUSTED  
 RL1568* NAVD 88     -       502.     (meters)    1647.     (feet)  SCALED    
 RL1568  ___________________________________________________________________
 RL1568  LAPLACE CORR-          -4.98  (seconds)                    DEFLEC99
 RL1568  GEOID HEIGHT-         -32.09  (meters)                     GEOID03
 RL1568
 RL1568  HORZ ORDER  -  FIRST
 RL1568
 RL1568.The horizontal coordinates were established by classical geodetic methods
 RL1568.and adjusted by the National Geodetic Survey in February 1997..
 RL1568
 RL1568.The orthometric height was scaled from a topographic map.
 RL1568
 RL1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1568
 RL1568.The geoid height was determined by GEOID03.
 RL1568
 RL1568;                    North         East     Units Scale Factor Converg.
 RL1568;SPC MI N     -   146,282.536 7,871,370.509   MT  0.99990878   -1 12 08.3
 RL1568;SPC MI N     -   479,929.58 25,824,706.39   iFT  0.99990878   -1 12 08.3
 RL1568;UTM  16      - 5,105,097.048   371,401.453   MT  0.99980330   -1 11 54.5
 RL1568
 RL1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1568!SPC MI N     -   0.99992634  x   0.99990878  =   0.99983513
 RL1568!UTM  16      -   0.99992634  x   0.99980330  =   0.99972965
 RL1568
 RL1568:                Primary Azimuth Mark                     Grid Az
 RL1568:SPC MI N     -  STAMBAUGH W AND M PWR RAD MAST           079 49 42.5
 RL1568:UTM  16      -  STAMBAUGH W AND M PWR RAD MAST           079 49 28.7
 RL1568
 RL1568|---------------------------------------------------------------------|
 RL1568| PID    Reference Object                     Distance      Geod. Az  |
 RL1568|                                                           dddmmss.s |
 RL1568| RL1566 STAMBAUGH W AND M PWR RAD MAST      APPROX. 4.1 KM 0783734.2 |
 RL1568| RL1669 GIRDER AZ MK                                       0921729.3 |
 RL1568| RL1667 GIRDER RM 1                          27.934 METERS 12316     |
 RL1568| RL1571 CASPIAN WIKB RADIO MAST             APPROX. 3.2 KM 1422637.1 |
 RL1568| RL1668 GIRDER RM 2                          32.303 METERS 24342     |
 RL1568|---------------------------------------------------------------------|
 RL1568
 RL1568                          SUPERSEDED SURVEY CONTROL
 RL1568
 RL1568  NAD 83(1994)-  46 05 14.43772(N)    088 39 48.29081(W) AD(       ) 1
 RL1568  NAD 83(1986)-  46 05 14.43449(N)    088 39 48.27751(W) AD(       ) 1
 RL1568  NAD 83(1986)-  46 05 14.43449(N)    088 39 48.27751(W) AD(       ) 1
 RL1568  NAD 27      -  46 05 14.59900(N)    088 39 47.80500(W) AD(       ) 1
 RL1568
 RL1568.Superseded values are not recommended for survey control.
 RL1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1568.See file dsdata.txt to determine how the superseded data were derived.
 RL1568
 RL1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7140105097(NAD 83)
 RL1568_MARKER: DH = HORIZONTAL CONTROL DISK
 RL1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1568_SP_SET: SET INTO TOP OF CONCRETE POST
 RL1568_STAMPING: GIRDER 1954 1988
 RL1568_MARK LOGO: NGS   
 RL1568_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1568+STABILITY: SURFACE MOTION
 RL1568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1568+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL1568
 RL1568  HISTORY     - Date     Condition        Report By
 RL1568  HISTORY     - 1988     MONUMENTED       NGS
 RL1568  HISTORY     - 20030925 GOOD             USPSQD
 RL1568  HISTORY     - 20060803 GOOD             USPSQD
 RL1568
 RL1568                          STATION DESCRIPTION
 RL1568
 RL1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (BES)
 RL1568'THE STATION (UNDERGROUND MARK), REFERENCE MARKS 1 AN 2 AND THE AZIMUTH
 RL1568'MARK WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT
 RL1568'VISABLE GROUND TO GROUND.  THE DISTANCES TO BOTH RMS CHECKED, BUT THE
 RL1568'ANGLE BETWEEN RMS 1 AND 2 DIFFERED BY 3 MINUTES.  A NEW SURFACE MARK
 RL1568'WAS SET OVER THE UNDERGROUND MARK.  THE TO REACH FOR THIS STATION IS
 RL1568'STILL ADEQUATE.
 RL1568' 
 RL1568'THE STATION MARK IS A STANDARD NGS DISK STAMPED--GIRDER 1954 1988--,
 RL1568'SET INTO A ROUND CONCRETE MONUMENT.  THE STATION IS LOCATED 8.534 M
 RL1568'(28.0 FT) NORTH OF CENTERLINE OF DIVISION STREET, 10.058 M (33.0 FT)
 RL1568'WEST OF A SPLIT RAIL FENCE CORNER, 0.305 M (1.0 FT) NORTH OF WITNESS
 RL1568'POST AND 14.326 (47.0 FT) WEST OF THE CENTERLINE OF A DRIVEWAY.  THE
 RL1568'UNDERGROUND DISK IS A STANDARD CGS DISK STAMPED--GIRDER 1954--, SET
 RL1568'IN AN IRREGULAR MASS OF CONCRETE, 2.5 FT BELOW THE SURFACE OF THE
 RL1568'GROUND.
 RL1568
 RL1568                          STATION RECOVERY (2003)
 RL1568
 RL1568'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL1568'GIRDER RM1, RM 2, AND AZ MARK ALSO FOUND IN DGOOD CONDITION.
 RL1568
 RL1568                          STATION RECOVERY (2006)
 RL1568
 RL1568'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL1568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0650 ***********************************************************************
 OK0650  DESIGNATION -  GLADPORT
 OK0650  PID         -  OK0650
 OK0650  STATE/COUNTY-  MI/GLADWIN
 OK0650  USGS QUAD   -  GLADWIN (1969)
 OK0650
 OK0650                         *CURRENT SURVEY CONTROL
 OK0650  ___________________________________________________________________
 OK0650* NAD 83(1994)-  43 58 19.64011(N)    084 28 39.84104(W)     ADJUSTED  
 OK0650* NAVD 88     -       234.9    (meters)     771.     (feet)  GPS OBS   
 OK0650  ___________________________________________________________________
 OK0650  X           -     442,455.450 (meters)                     COMP
 OK0650  Y           -  -4,576,433.153 (meters)                     COMP
 OK0650  Z           -   4,406,002.238 (meters)                     COMP
 OK0650  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 OK0650  ELLIP HEIGHT-         200.69  (meters)          (07/17/02) GPS OBS
 OK0650  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OK0650
 OK0650  HORZ ORDER  -  FIRST
 OK0650  ELLP ORDER  -  FOURTH    CLASS I
 OK0650
 OK0650.This mark is at Charles C Zettel Mem Airport (GDW)
 OK0650
 OK0650.The horizontal coordinates were established by GPS observations
 OK0650.and adjusted by the National Geodetic Survey in February 1997..
 OK0650
 OK0650.The orthometric height was determined by GPS observations and a
 OK0650.high-resolution geoid model.
 OK0650
 OK0650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0650
 OK0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0650
 OK0650.The ellipsoidal height was determined by GPS observations
 OK0650.and is referenced to NAD 83.
 OK0650
 OK0650.The geoid height was determined by GEOID03.
 OK0650
 OK0650;                    North         East     Units Scale Factor Converg.
 OK0650;SPC MI C     -    72,843.238 5,991,087.084   MT  1.00005509   -0 04 42.5
 OK0650;SPC MI C     -   238,987.00 19,655,797.52   iFT  1.00005509   -0 04 42.5
 OK0650;UTM  16      - 4,871,869.443   702,317.569   MT  1.00010346   +1 45 06.6
 OK0650
 OK0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0650!SPC MI C     -   0.99996853  x   1.00005509  =   1.00002362
 OK0650!UTM  16      -   0.99996853  x   1.00010346  =   1.00007199
 OK0650
 OK0650:                Primary Azimuth Mark                     Grid Az
 OK0650:SPC MI C     -  GLADPORT AZ MK                           087 48 24.5
 OK0650:UTM  16      -  GLADPORT AZ MK                           085 58 35.4
 OK0650
 OK0650|---------------------------------------------------------------------|
 OK0650| PID    Reference Object                     Distance      Geod. Az  |
 OK0650|                                                           dddmmss.s |
 OK0650| OK0651 GLADPORT AZ MK                      APPROX. 0.6 KM 0874342.0 |
 OK0650|---------------------------------------------------------------------|
 OK0650
 OK0650                          SUPERSEDED SURVEY CONTROL
 OK0650
 OK0650  ELLIP H (02/03/97)  200.66   (m)                       GP(       ) 4 1
 OK0650  NAD 83(1986)-  43 58 19.63042(N)    084 28 39.84800(W) AD(       ) 1
 OK0650  NAD 83(1986)-  43 58 19.63230(N)    084 28 39.85121(W) AD(       ) 3
 OK0650  NGVD 29 (03/27/91)  235.5    (m)          773.     (f) GPS OBS        
 OK0650
 OK0650.Superseded values are not recommended for survey control.
 OK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0650.See file dsdata.txt to determine how the superseded data were derived.
 OK0650
 OK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0231871869(NAD 83)
 OK0650_MARKER: I = METAL ROD
 OK0650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0650_STAMPING: GLADPORT 1989
 OK0650_MARK LOGO: NGS   
 OK0650_PROJECTION: FLUSH
 OK0650_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0650+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OK0650_ROD/PIPE-DEPTH: 14.6 meters
 OK0650_SLEEVE-DEPTH  : 1.0 meters
 OK0650
 OK0650  HISTORY     - Date     Condition        Report By
 OK0650  HISTORY     - 1989     MONUMENTED       NGS
 OK0650  HISTORY     - 19981202 GOOD             USPSQD
 OK0650
 OK0650                          STATION DESCRIPTION
 OK0650
 OK0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0650'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF GLADWIN, AT
 OK0650'THE GLADWIN AIRPORT, IN THE NORTHEAST ANGLE OF THE JUNCTION OF THE
 OK0650'RUNWAY AND THE CONNECTING TAXIWAY.  OWNERSHIP---CITY OF GLADWIN AND
 OK0650'GLADWIN COUNTY, C/O AIRPORT MANAGER JIM FORGIE, 735 SOUTH STATE
 OK0650'STREET, GLADWIN MI 48624.  PHONE IS (517) 426-4201 OR HOME (517)
 OK0650'426-8421.
 OK0650'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 61 IN
 OK0650'GLADWIN, GO EAST FOR 0.4 KM (0.25 MI) ON HIGHWAY 61 TO A PAVED
 OK0650'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY FOR 0.9 KM (0.55 MI) ON STATE
 OK0650'STREET TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND
 OK0650'GO SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS
 OK0650'THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR
 OK0650'0.1 KM (0.05 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE
 OK0650'THE RUNWAY.
 OK0650'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0650'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 14.6 METERS IN A
 OK0650'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OK0650'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0650'LOCATED 28.6 M (93.8 FT) NORTHEAST FROM THE JUNCTION OF THE NORTH EDGE
 OK0650'OF THE RUNWAY AND THE CENTER OF THE CONNECTING TAXIWAY, 18.5 M
 OK0650'(60.7 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY AND 14.1 M
 OK0650'(46.3 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY.
 OK0650'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0650'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0650'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0650
 OK0650                          STATION RECOVERY (1998)
 OK0650
 OK0650'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0651 ***********************************************************************
 OK0651  DESIGNATION -  GLADPORT AZ MK
 OK0651  PID         -  OK0651
 OK0651  STATE/COUNTY-  MI/GLADWIN
 OK0651  USGS QUAD   -  GLADWIN (1969)
 OK0651
 OK0651                         *CURRENT SURVEY CONTROL
 OK0651  ___________________________________________________________________
 OK0651* NAD 83(1994)-  43 58 20.39872(N)    084 28 13.33105(W)     ADJUSTED  
 OK0651* NAVD 88     -       234.6    (meters)     770.     (feet)  GPS OBS   
 OK0651  ___________________________________________________________________
 OK0651  X           -     443,042.041 (meters)                     COMP
 OK0651  Y           -  -4,576,359.853 (meters)                     COMP
 OK0651  Z           -   4,406,018.880 (meters)                     COMP
 OK0651  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 OK0651  ELLIP HEIGHT-         200.39  (meters)          (07/17/02) GPS OBS
 OK0651  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OK0651
 OK0651  HORZ ORDER  -  FIRST
 OK0651  ELLP ORDER  -  FOURTH    CLASS I
 OK0651
 OK0651.This mark is at Charles C Zettel Mem Airport (GDW)
 OK0651
 OK0651.The horizontal coordinates were established by GPS observations
 OK0651.and adjusted by the National Geodetic Survey in February 1997..
 OK0651
 OK0651.The orthometric height was determined by GPS observations and a
 OK0651.high-resolution geoid model.
 OK0651
 OK0651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0651
 OK0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0651
 OK0651.The ellipsoidal height was determined by GPS observations
 OK0651.and is referenced to NAD 83.
 OK0651
 OK0651.The geoid height was determined by GEOID03.
 OK0651
 OK0651;                    North         East     Units Scale Factor Converg.
 OK0651;SPC MI C     -    72,865.871 5,991,678.052   MT  1.00005503   -0 04 23.7
 OK0651;SPC MI C     -   239,061.26 19,657,736.39   iFT  1.00005503   -0 04 23.7
 OK0651;UTM  16      - 4,871,910.941   702,907.542   MT  1.00010640   +1 45 25.0
 OK0651
 OK0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0651!SPC MI C     -   0.99996858  x   1.00005503  =   1.00002361
 OK0651!UTM  16      -   0.99996858  x   1.00010640  =   1.00007498
 OK0651
 OK0651:                Primary Azimuth Mark                     Grid Az
 OK0651:SPC MI C     -  GLADPORT                                 267 48 24.1
 OK0651:UTM  16      -  GLADPORT                                 265 58 35.4
 OK0651
 OK0651|---------------------------------------------------------------------|
 OK0651| PID    Reference Object                     Distance      Geod. Az  |
 OK0651|                                                           dddmmss.s |
 OK0651| OK0650 GLADPORT                            APPROX. 0.6 KM 2674400.4 |
 OK0651|---------------------------------------------------------------------|
 OK0651
 OK0651                          SUPERSEDED SURVEY CONTROL
 OK0651
 OK0651  ELLIP H (02/03/97)  200.36   (m)                       GP(       ) 4 1
 OK0651  NAD 83(1986)-  43 58 20.38899(N)    084 28 13.33796(W) AD(       ) 1
 OK0651  NAD 83(1986)-  43 58 20.39087(N)    084 28 13.34121(W) AD(       ) 3
 OK0651  NGVD 29 (03/27/91)  235.2    (m)          772.     (f) GPS OBS        
 OK0651
 OK0651.Superseded values are not recommended for survey control.
 OK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0651.See file dsdata.txt to determine how the superseded data were derived.
 OK0651
 OK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0290871911(NAD 83)
 OK0651_MARKER: I = METAL ROD
 OK0651_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0651_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0651_STAMPING: GLADPORT AZ MK 1989
 OK0651_MARK LOGO: NGS   
 OK0651_PROJECTION: FLUSH
 OK0651_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0651+SATELLITE: SATELLITE OBSERVATIONS - 1989
 OK0651_ROD/PIPE-DEPTH: 14.6 meters
 OK0651_SLEEVE-DEPTH  : 1.0 meters
 OK0651
 OK0651  HISTORY     - Date     Condition        Report By
 OK0651  HISTORY     - 1989     MONUMENTED       NGS
 OK0651  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0651
 OK0651                          STATION DESCRIPTION
 OK0651
 OK0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0651'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) SOUTHEAST OF GLADWIN, AT
 OK0651'THE GLADWIN AIRPORT, ALONG THE NORTH EDGE, NEAR THE CENTER OF THE
 OK0651'RUNWAY.  OWNERSHIP---CITY OF GLADWIN AND GLADWIN COUNTY, C/O AIRPORT
 OK0651'MANAGER JIM FORGIE, 735 SOUTH STATE STREET, GLADWIN MI 48624.  PHONE
 OK0651'IS (517) 426-4201 OR HOME (517) 426-8421.
 OK0651'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 61 IN
 OK0651'GLADWIN, GO EAST FOR 0.4 KM (0.25 MI) ON HIGHWAY 61 TO A PAVED
 OK0651'CROSSROAD.  TURN RIGHT AND GO SOUTHERLY FOR 0.9 KM (0.55 MI) ON STATE
 OK0651'STREET TO A GATE AND THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND
 OK0651'GO SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE, ACROSS
 OK0651'THE APRON TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR
 OK0651'0.1 KM (0.05 MI) ON THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN LEFT
 OK0651'AND GO EAST FOR 0.6 KM (0.35 MI) ON THE RUNWAY TO THE STATION ON THE
 OK0651'LEFT BETWEEN THE 11TH AND 12TH WHITE RUNWAY LIGHTS EAST FROM THE
 OK0651'JUNCTION OF THE RUNWAY AND THE CONNECTING TAXIWAY.
 OK0651'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0651'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 14.6 METERS IN A
 OK0651'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OK0651'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0651'LOCATED 31.1 M (102.0 FT) WEST-NORTHWEST FROM THE 12TH WHITE RUNWAY
 OK0651'LIGHT EAST FROM THE JUNCTION OF THE RUNWAY AND THE CONNECTING TAXIWAY,
 OK0651'30.1 M (98.8 FT) EAST-NORTEAST FROM THE 11TH WHITE RUNWAY LIGHT EAST
 OK0651'FROM THE JUNCTION OF THE RUNWAY AND THE CONNECTING TAXIWAY, 19.3 M
 OK0651'(63.3 FT) SOUTH FROM A CARSONITE WITNESS POST, 13.9 M (45.6 FT) NORTH
 OK0651'FROM THE NORTH EDGE OF THE RUNWAY.
 OK0651'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0651'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OK0651'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0651
 OK0651                          STATION RECOVERY (1998)
 OK0651
 OK0651'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0171 ***********************************************************************
 QL0171  DESIGNATION -  GLADSTONE
 QL0171  PID         -  QL0171
 QL0171  STATE/COUNTY-  MI/DELTA
 QL0171  USGS QUAD   -  GLADSTONE (1985)
 QL0171
 QL0171                         *CURRENT SURVEY CONTROL
 QL0171  ___________________________________________________________________
 QL0171* NAD 83(1986)-  45 50 39.     (N)    087 01 16.     (W)     SCALED    
 QL0171* NAVD 88     -       183.323  (meters)     601.45   (feet)  ADJUSTED  
 QL0171  ___________________________________________________________________
 QL0171  GEOID HEIGHT-         -35.59  (meters)                     GEOID03
 QL0171  DYNAMIC HT  -         183.324 (meters)     601.46  (feet)  COMP
 QL0171  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 QL0171
 QL0171  VERT ORDER  -  FIRST     CLASS 0
 QL0171
 QL0171.The horizontal coordinates were scaled from a topographic map and have
 QL0171.an estimated accuracy of +/- 6 seconds.
 QL0171
 QL0171.The orthometric height was determined by differential leveling
 QL0171.and adjusted by the National Geodetic Survey in June 1991..
 QL0171
 QL0171.The geoid height was determined by GEOID03.
 QL0171
 QL0171.The dynamic height is computed by dividing the NAVD 88
 QL0171.geopotential number by the normal gravity value computed on the
 QL0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0171.degrees latitude (g = 980.6199 gals.).
 QL0171
 QL0171.The modeled gravity was interpolated from observed gravity values.
 QL0171
 QL0171;                    North         East    Units  Estimated Accuracy
 QL0171;SPC MI N     -   117,910.    7,998,360.      MT  (+/- 180 meters Scaled)
 QL0171
 QL0171                          SUPERSEDED SURVEY CONTROL
 QL0171
 QL0171  NGVD 29 (??/??/92)  183.334  (m)          601.49   (f) ADJ UNCH    1 0
 QL0171
 QL0171.Superseded values are not recommended for survey control.
 QL0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0171.See file dsdata.txt to determine how the superseded data were derived.
 QL0171
 QL0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR983767(NAD 83)
 QL0171_MARKER: DB = BENCH MARK DISK
 QL0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0171_SP_SET: BUILDING
 QL0171_STAMPING: GLADSTONE 1934
 QL0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0171
 QL0171  HISTORY     - Date     Condition        Report By
 QL0171  HISTORY     - 1934     MONUMENTED       CGS
 QL0171  HISTORY     - 1972     GOOD             NGS
 QL0171  HISTORY     - 1981     MARK NOT FOUND   USGS
 QL0171  HISTORY     - 1990     GOOD             USPSQD
 QL0171  HISTORY     - 20021003 GOOD             USPSQD
 QL0171
 QL0171                          STATION DESCRIPTION
 QL0171
 QL0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0171'AT GLADSTONE.
 QL0171'AT GLADSTONE, ABOUT 0.2 MILE SOUTH ALONG 10TH STREET FROM THE
 QL0171'POST OFFICE, AT THE INTERSECTION OF MICHIGAN AVENUE AND 10TH
 QL0171'STREET, 98 FEET SOUTH OF THE CENTER LINE OF MICHIGAN AVENUE, 53
 QL0171'FEET WEST OF THE CENTER LINE OF 10TH STREET, SET VERTICALLY IN
 QL0171'THE EAST FACE OF THE HIGH SCHOOL BUILDING, 1.4 FEET SOUTH OF THE
 QL0171'NORTHEAST CORNER OF THE BUILDING AND 3.3 FEET ABOVE THE LEVEL
 QL0171'OF THE GROUND.  SEC 21, T 40 N, R 22 W.
 QL0171
 QL0171                          STATION RECOVERY (1981)
 QL0171
 QL0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QL0171'MARK NOT FOUND.
 QL0171
 QL0171                          STATION RECOVERY (1990)
 QL0171
 QL0171'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0171'RECOVERED IN GOOD CONDITION.
 QL0171
 QL0171                          STATION RECOVERY (2002)
 QL0171
 QL0171'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0644 ***********************************************************************
 QL0644  DESIGNATION -  GLADSTONE
 QL0644  PID         -  QL0644
 QL0644  STATE/COUNTY-  MI/DELTA
 QL0644  USGS QUAD   -  GLADSTONE (1985)
 QL0644
 QL0644                         *CURRENT SURVEY CONTROL
 QL0644  ___________________________________________________________________
 QL0644* NAD 83(1994)-  45 51 22.09870(N)    087 02 26.60067(W)     ADJUSTED  
 QL0644* NAVD 88     -       220.     (meters)     722.     (feet)  SCALED    
 QL0644  ___________________________________________________________________
 QL0644  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 QL0644  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 QL0644
 QL0644  HORZ ORDER  -  FIRST
 QL0644
 QL0644.The horizontal coordinates were established by classical geodetic methods
 QL0644.and adjusted by the National Geodetic Survey in February 1997..
 QL0644
 QL0644.The orthometric height was scaled from a topographic map.
 QL0644
 QL0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0644
 QL0644.The geoid height was determined by GEOID03.
 QL0644
 QL0644;                    North         East     Units Scale Factor Converg.
 QL0644;SPC MI N     -   119,237.163 7,996,837.562   MT  0.99993072   -0 01 46.0
 QL0644;SPC MI N     -   391,198.04 26,236,343.71   iFT  0.99993072   -0 01 46.0
 QL0644;UTM  16      - 5,078,064.504   496,838.608   MT  0.99960012   -0 01 45.2
 QL0644
 QL0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0644!SPC MI N     -   0.99997108  x   0.99993072  =   0.99990181
 QL0644!UTM  16      -   0.99997108  x   0.99960012  =   0.99957121
 QL0644
 QL0644|---------------------------------------------------------------------|
 QL0644| PID    Reference Object                     Distance      Geod. Az  |
 QL0644|                                                           dddmmss.s |
 QL0644| CJ5009 GLADSTONE RM 1                       44.466 METERS 11232     |
 QL0644| QL0464 GLADSTONE REA RADIO MAST            APPROX. 0.7 KM 1540215.9 |
 QL0644| QL0465 GLADSTONE ST HWY POLICE MAST        APPROX. 0.9 KM 1610027.2 |
 QL0644| QL0472 ESCANABA LIGHT                      APPROX.12.2 KM 1784213.2 |
 QL0644| CJ5010 GLADSTONE RM 2                       24.538 METERS 18655     |
 QL0644| QL0460 ESCANABA SHEPECK LUMBER CO TK       APPROX. 9.0 KM 1912645.0 |
 QL0644|---------------------------------------------------------------------|
 QL0644
 QL0644                          SUPERSEDED SURVEY CONTROL
 QL0644
 QL0644  NAD 83(1986)-  45 51 22.09584(N)    087 02 26.59737(W) AD(       ) 1
 QL0644  NAD 27      -  45 51 22.21700(N)    087 02 26.08800(W) AD(       ) 1
 QL0644
 QL0644.Superseded values are not recommended for survey control.
 QL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0644.See file dsdata.txt to determine how the superseded data were derived.
 QL0644
 QL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9683978065(NAD 83)
 QL0644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0644
 QL0644  HISTORY     - Date     Condition        Report By
 QL0644  HISTORY     - 1954     MONUMENTED       CGS
 QL0644  HISTORY     - 19940820 MARK NOT FOUND   USPSQD
 QL0644
 QL0644                          STATION DESCRIPTION
 QL0644
 QL0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0644'STATION IS LOCATED ABOUT 1 MILE NORTHWEST OF THE MAIN PART OF
 QL0644'GLADSTONE ALONG THE NORTH
 QL0644'RIGHT OF WAY OF STATE HIGHWAY 35.  STATION IS 46 FEET NORTH OF THE
 QL0644'CENTERLINE OF HIGHWAY, 21 FEET
 QL0644'NORTHEAST OF POWER LINE BRACE POLE AND 2.5 FEET EAST OF WITNESS POST.
 QL0644'THE MARK PROJECTS ABOUT 6 INCHES
 QL0644'AND THE DISK IS STAMPED GLADSTONE 1954.
 QL0644'
 QL0644'REFERENCE MARK NO. 1 IS 32 FEET SOUTH OF THE CENTERLINE OF HIGHWAY, 7
 QL0644'FEET NORTHWEST OF POWER POLE AND
 QL0644'2 FEET NORTH OF FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND
 QL0644'THE DISK IS STAMPED GLADSTONE NO 1
 QL0644'1954.
 QL0644'
 QL0644'REFERENCE MARK NO. 2 IS 31 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 QL0644'AND 12 FEET NORTH OF
 QL0644'FENCELINE.  THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 QL0644'GLADSTONE NO 2 1954.
 QL0644'
 QL0644'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 2 AND 41, AND STATE
 QL0644'HIGHWAY 35 ABOUT 0.3 MILE
 QL0644'NORTH OF THE MAIN PART OF GLADSTONE GO WEST ON STATE HIGHWAY 35 FOR
 QL0644'1.0 MILE TO SIDE ROAD LEFT AND
 QL0644'STATION ON RIGHT AS DESCRIBED.
 QL0644'
 QL0644'NO AVAILABLE LOCATION FOR AN AZIMUTH MARK.
 QL0644'
 QL0644'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0644
 QL0644                          STATION RECOVERY (1994)
 QL0644
 QL0644'RECOVERY NOTE BY US POWER SQUADRON 1994
 QL0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0464 ***********************************************************************
 QL0464  DESIGNATION -  GLADSTONE REA RADIO MAST
 QL0464  PID         -  QL0464
 QL0464  STATE/COUNTY-  MI/DELTA
 QL0464  USGS QUAD   -  GLADSTONE (1985)
 QL0464
 QL0464                         *CURRENT SURVEY CONTROL
 QL0464  ___________________________________________________________________
 QL0464* NAD 83(1994)-  45 51 02.42355(N)    087 02 12.89152(W)     ADJUSTED  
 QL0464* NAVD 88     -                                                        
 QL0464  ___________________________________________________________________
 QL0464  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 QL0464  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 QL0464
 QL0464  HORZ ORDER  -  THIRD
 QL0464
 QL0464.The horizontal coordinates were established by classical geodetic methods
 QL0464.and adjusted by the National Geodetic Survey in February 1997..
 QL0464
 QL0464
 QL0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0464
 QL0464.The geoid height was determined by GEOID03.
 QL0464
 QL0464;                    North         East     Units Scale Factor Converg.
 QL0464;SPC MI N     -   118,629.598 7,997,133.010   MT  0.99993144   -0 01 36.1
 QL0464;SPC MI N     -   389,204.72 26,237,313.02   iFT  0.99993144   -0 01 36.1
 QL0464;UTM  16      - 5,077,457.142   497,133.960   MT  0.99960010   -0 01 35.4
 QL0464
 QL0464                          SUPERSEDED SURVEY CONTROL
 QL0464
 QL0464  NAD 83(1986)-  45 51 02.42069(N)    087 02 12.88831(W) AD(       ) 4
 QL0464  NAD 27      -  45 51 02.53700(N)    087 02 12.40000(W) AD(       ) 3
 QL0464
 QL0464.Superseded values are not recommended for survey control.
 QL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0464.See file dsdata.txt to determine how the superseded data were derived.
 QL0464
 QL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9713477457(NAD 83)
 QL0464
 QL0464  HISTORY     - Date     Condition        Report By
 QL0464  HISTORY     - 1954     MONUMENTED       CGS
 QL0464
 QL0464                          STATION DESCRIPTION
 QL0464
 QL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0464'THE STATION IS LOCATED AT THE WEST EDGE OF GLADSTONE.  IT IS THE
 QL0464'NORTH MAST OF TWO, PAINTED
 QL0464'ORANGE AND WHITE AND 195 FEET HIGH.
 QL0464'
 QL0464'THE POINT INTERSECTED WAS A RED LIGHT A-TOP.
 QL0464'
 QL0464'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0464'M 35 AT THE NORTH EDGE OF
 QL0464'GLADSTONE, GO WEST ON STATE HIGHWAY M 35 FOR 0.75 MILE TO A SIDE ROAD
 QL0464'LEFT, TURN LEFT (SOUTH) ON A
 QL0464'TRACK ROAD FOR 0.45 MILE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0465 ***********************************************************************
 QL0465  DESIGNATION -  GLADSTONE ST HWY POLICE MAST
 QL0465  PID         -  QL0465
 QL0465  STATE/COUNTY-  MI/DELTA
 QL0465  USGS QUAD   -  GLADSTONE (1985)
 QL0465
 QL0465                         *CURRENT SURVEY CONTROL
 QL0465  ___________________________________________________________________
 QL0465* NAD 83(1994)-  45 50 53.69930(N)    087 02 12.61400(W)     ADJUSTED  
 QL0465* NAVD 88     -                                                        
 QL0465  ___________________________________________________________________
 QL0465  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 QL0465  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QL0465
 QL0465  HORZ ORDER  -  THIRD
 QL0465
 QL0465.The horizontal coordinates were established by classical geodetic methods
 QL0465.and adjusted by the National Geodetic Survey in February 1997..
 QL0465
 QL0465
 QL0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0465
 QL0465.The geoid height was determined by GEOID03.
 QL0465
 QL0465;                    North         East     Units Scale Factor Converg.
 QL0465;SPC MI N     -   118,360.256 7,997,138.872   MT  0.99993176   -0 01 35.9
 QL0465;SPC MI N     -   388,321.05 26,237,332.26   iFT  0.99993176   -0 01 35.9
 QL0465;UTM  16      - 5,077,187.889   497,139.821   MT  0.99960010   -0 01 35.2
 QL0465
 QL0465                          SUPERSEDED SURVEY CONTROL
 QL0465
 QL0465  NAD 83(1986)-  45 50 53.69637(N)    087 02 12.61073(W) AD(       ) 4
 QL0465  NAD 27      -  45 50 53.81000(N)    087 02 12.11000(W) AD(       ) 3
 QL0465
 QL0465.Superseded values are not recommended for survey control.
 QL0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0465.See file dsdata.txt to determine how the superseded data were derived.
 QL0465
 QL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR9714077188(NAD 83)
 QL0465
 QL0465  HISTORY     - Date     Condition        Report By
 QL0465  HISTORY     - 1954     MONUMENTED       CGS
 QL0465
 QL0465                          STATION DESCRIPTION
 QL0465
 QL0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0465'THE STATION IS LOCATED AT THE WEST EDGE OF GLADSTONE.  IT IS THE
 QL0465'SOUTH MAST OF TWO, PAINTED
 QL0465'ORANGE AND WHITE AND 195 FEET HIGH.
 QL0465'
 QL0465'THE POINT INTERSECTED WAS A RED LIGHT A-TOP.
 QL0465'
 QL0465'TO REACH FROM THE JUNCTION OF U S HIGHWAY 2 AND 41 AND STATE HIGHWAY
 QL0465'M 35 AT THE NORTH EDGE OF
 QL0465'GALDSTONE, GO WEST ON STATE HIGHWAY M 35 FOR 0.75 MILE TO A SIDE
 QL0465'LEFT, TURN LEFT (SOUTH) ON A
 QL0465'TRACK ROAD FOR 0.45 MILE TO THE R E A RADIO MAST ON THE LEFT,
 QL0465'CONTINUE SOUTH ON THE TRACK ROAD FOR 0.2
 QL0465'MILE AND THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5441 ***********************************************************************
 AH5441  DESIGNATION -  GLENN
 AH5441  PID         -  AH5441
 AH5441  STATE/COUNTY-  MI/CHIPPEWA
 AH5441  USGS QUAD   -  GOETZVILLE (1976)
 AH5441
 AH5441                         *CURRENT SURVEY CONTROL
 AH5441  ___________________________________________________________________
 AH5441* NAD 83(1994)-  46 03 57.60380(N)    084 01 52.68801(W)     ADJUSTED  
 AH5441* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5441  ___________________________________________________________________
 AH5441  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 AH5441  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 AH5441
 AH5441  HORZ ORDER  -  THIRD
 AH5441
 AH5441.The horizontal coordinates were established by classical geodetic methods
 AH5441.and adjusted by the National Geodetic Survey in November 1998..
 AH5441
 AH5441.The orthometric height was scaled from a topographic map.
 AH5441
 AH5441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5441
 AH5441.The geoid height was determined by GEOID03.
 AH5441
 AH5441;                    North         East     Units Scale Factor Converg.
 AH5441;SPC MI N     -   146,860.926 8,229,617.216   MT  0.99991013   +2 08 44.7
 AH5441;SPC MI N     -   481,827.19 27,000,056.48   iFT  0.99991013   +2 08 44.7
 AH5441;UTM  16      - 5,105,666.052   729,595.961   MT  1.00024807   +2 08 19.7
 AH5441;UTM  17      - 5,105,848.779   265,562.440   MT  1.00027570   -2 11 02.2
 AH5441
 AH5441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5441!SPC MI N     -   0.99997781  x   0.99991013  =   0.99988795
 AH5441!UTM  16      -   0.99997781  x   1.00024807  =   1.00022588
 AH5441!UTM  17      -   0.99997781  x   1.00027570  =   1.00025351
 AH5441
 AH5441                          SUPERSEDED SURVEY CONTROL
 AH5441
 AH5441.No superseded survey control is available for this station.
 AH5441
 AH5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2959605666(NAD 83)
 AH5441_MARKER: DD = SURVEY DISK
 AH5441_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5441+WITH SETTING: PAVEMENT
 AH5441_PROJECTION: FLUSH
 AH5441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5441+STABILITY: SURFACE MOTION
 AH5441
 AH5441  HISTORY     - Date     Condition        Report By
 AH5441  HISTORY     - 1988     MONUMENTED       NOS
 AH5441
 AH5441                          STATION DESCRIPTION
 AH5441
 AH5441'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5441'THE STATION IS LOCATED ALONG THE SHORELINE OF THE ST MARYS RIVER
 AH5441'SOUTH-SOUTHEAST FROM THE TOWN OF RABER ON A PROMINENT POINT OF LAND
 AH5441'CALLED RABER POINT.
 AH5441'TO REACH THE STATION FROM RABER, MICHIGAN GO BY BOAT SOUTHEAST FOR
 AH5441'APPROXIMATELY 3.5 MILES TO A PROMINENT POINT, RABER POINT,AND THE
 AH5441'STATION APPROXIMATELY FOUR METERS FROM THE EASTERLY POINT.
 AH5441'THE STATION IS A STANDARD NOS DISK STAMPED---GLENN---, SET INTO A
 AH5441'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 5.1 METERS (16.7 FEET)
 AH5441'SSE FROM THE NORTHWESTERLY SHORELINE, 3.75 METERS (12.3 FEET) EAST
 AH5441'FROM THE WEST SHORELINE OF THE ST MARYS RIVER AND 5.0 METERS (16.4
 AH5441'FEET) NORTH OF THE BRUSH LINE.
 AH5441'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5441'DESCRIBED BY C M SAUNDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0559 ***********************************************************************
 PM0559  DESIGNATION -  GLOVER
 PM0559  PID         -  PM0559
 PM0559  STATE/COUNTY-  MI/MANISTEE
 PM0559  USGS QUAD   -  
 PM0559
 PM0559                         *CURRENT SURVEY CONTROL
 PM0559  ___________________________________________________________________
 PM0559* NAD 83(1994)-  44 29 11.44537(N)    086 03 41.52633(W)     ADJUSTED  
 PM0559* NAVD 88     -       335.     (meters)    1099.     (feet)  SCALED    
 PM0559  ___________________________________________________________________
 PM0559  LAPLACE CORR-           3.20  (seconds)                    DEFLEC99
 PM0559  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PM0559
 PM0559  HORZ ORDER  -  FIRST
 PM0559
 PM0559.The horizontal coordinates were established by classical geodetic methods
 PM0559.and adjusted by the National Geodetic Survey in February 1997..
 PM0559
 PM0559.The orthometric height was scaled from a topographic map.
 PM0559
 PM0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0559
 PM0559.The geoid height was determined by GEOID03.
 PM0559
 PM0559;                    North         East     Units Scale Factor Converg.
 PM0559;SPC MI C     -   131,402.629 5,865,194.107   MT  0.99994430   -1 11 50.2
 PM0559;SPC MI C     -   431,110.99 19,242,762.82   iFT  0.99994430   -1 11 50.2
 PM0559;UTM  16      - 4,926,339.303   574,623.111   MT  0.99966848   +0 39 27.5
 PM0559
 PM0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0559!SPC MI C     -   0.99995297  x   0.99994430  =   0.99989727
 PM0559!UTM  16      -   0.99995297  x   0.99966848  =   0.99962146
 PM0559
 PM0559|---------------------------------------------------------------------|
 PM0559| PID    Reference Object                     Distance      Geod. Az  |
 PM0559|                                                           dddmmss.s |
 PM0559| CH1180 GLOVER RM 1                          44.208 METERS 11941     |
 PM0559| CH1179 GLOVER AZ MK                                       2184752.5 |
 PM0559| CH1181 GLOVER RM 2                          16.048 METERS 27439     |
 PM0559|---------------------------------------------------------------------|
 PM0559
 PM0559                          SUPERSEDED SURVEY CONTROL
 PM0559
 PM0559  NAD 83(1986)-  44 29 11.45295(N)    086 03 41.52385(W) AD(       ) 1
 PM0559  NAD 27      -  44 29 11.44873(N)    086 03 41.21128(W) AD(       ) 1
 PM0559
 PM0559.Superseded values are not recommended for survey control.
 PM0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0559.See file dsdata.txt to determine how the superseded data were derived.
 PM0559
 PM0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7462326339(NAD 83)
 PM0559_MARKER: DS = TRIANGULATION STATION DISK
 PM0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0559_STAMPING: GLOVER 1932
 PM0559_MARK LOGO: CGS   
 PM0559_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0559+STABILITY: SURFACE MOTION
 PM0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0559+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1994
 PM0559
 PM0559  HISTORY     - Date     Condition        Report By
 PM0559  HISTORY     - 1932     MONUMENTED       CGS
 PM0559  HISTORY     - 1965     GOOD             USLS
 PM0559  HISTORY     - 1980     GOOD             MIDH
 PM0559  HISTORY     - 19940506 GOOD             USDA
 PM0559
 PM0559                          STATION DESCRIPTION
 PM0559
 PM0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0559'ABOUT 6 MILES NORTHEAST OF BEAR LAKE POST OFFICE, 0.75 MILE EAST OF
 PM0559'GLOVERS LAKE, AND IN SE 1/4 SEC. 12 OR NE 1/4 SEC. 13, T. 24 N.,
 PM0559'R. 15 W., PLEASANTON TOWNSHIP.  SECTION LINE COULD NOT BE
 PM0559'DEFINITELY DETERMINED, BUT LAND TO NORTH IS OWNED BY STARKE LUMBER
 PM0559'CO. AND TO SOUTH BY C. SWENSON.  TO REACH FROM BEAR LAKE, GO
 PM0559'NORTH 5.1 MILES ON U. S. ROUTE 31 TO WARRENS CORNERS (SMALL STORE
 PM0559'AND FILLING STATION ON LEFT), TURN EAST ONTO COUNTY ROUTE 604,
 PM0559'FOLLOW EAST AND SOUTHEAST 3.9 MILES TO T-ROAD, PROCEED NORTH 1.0
 PM0559'MILE ON COUNTY ROUTE 604 TO POINT WHERE IT TURNS EAST AT
 PM0559'CROSSROADS, TURN WEST AT ROAD 0.75 MILE PAST CHURCH, CONTINUE TO
 PM0559'END OF TRAVELED ROAD NEAR HOUSE, AND CONTINUE 0.15 MILE UP
 PM0559'LITTLE-USED GRADE TO POINT WHERE ROAD TURNS TO NORTH NEAR
 PM0559'TRIANGULAR BLAZE ON TALL SLIM ELM TREE AND END OF TRUCK TRAVEL.
 PM0559'CONTINUE STRAIGHT WEST 200 YARDS FOLLOWING BLAZES TO END OF OLD
 PM0559'GRADE, AND CONTINUE ON BLAZED TRAIL 150 YARDS TO STATION SITE ON
 PM0559'SUMMIT OF KNOLL ON HIGH RIDGE WHICH IS BARE EXCEPT FOR FEW SMALL
 PM0559'ELMS, CHOKE CHERRIES AND SUMAC.  SURFACE AND UNDERGROUND MARKS
 PM0559'ARE STANDARD STATION DISKS IN CONCRETE.  UPPER MARK PROJECTS 4
 PM0559'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 PM0559'IN CONCRETE.  NO. 1 PROJECTS 3 INCHES, AND IS 145.04 FEET FROM
 PM0559'STATION S 60 DEG 19 MIN E.  NO. 2 PROJECTS 3 INCHES, AND IS
 PM0559'52.65 FEET FROM STATION N 85 DEG 20 MIN W.  AZIMUTH MARK
 PM0559'PROJECTS 5 INCHES, IS 95 FEET NORTHEAST OF CENTER LINE OF COUNTY
 PM0559'ROUTE 604, 35 FEET NORTHEAST OF CENTER LINE OF SINGLE-TRACK
 PM0559'RAILROAD, 6 FEET SOUTH OF CORNER POST OF FENCE, 25 FEET SOUTH OF
 PM0559'CENTER LINE OF LITTLE-USED ROAD, ABOUT 75 FEET EAST OF GRADE
 PM0559'CROSSING, 1/2 MILE EAST OF EAST END OF GLOVERS LAKE, AND
 PM0559'APPROXIMATELY 0.7 MILE FROM STATION S 38 DEG 48 MIN W.
 PM0559
 PM0559                          STATION RECOVERY (1965)
 PM0559
 PM0559'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0559'STATION RECOVERED.
 PM0559
 PM0559                          STATION RECOVERY (1980)
 PM0559
 PM0559'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PM0559'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0559'CONDITION.  DISTANCE TO RM 1 AND 2 COMPARE FAVORABLY WITH 1932 DATA.
 PM0559'DIRECTION NOT CHECKED BECAUSE TREES ARE ON LINE.  STATION IN WOODS.
 PM0559'
 PM0559'TO REACH DESCRIPTION OF 1932 IS GOOD.
 PM0559'
 PM0559'AZIMUTH MARK WAS NOT FOUND.
 PM0559
 PM0559                          STATION RECOVERY (1994)
 PM0559
 PM0559'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1994 (PRL)
 PM0559'TO REACH THE STATION FROM THE CLEON TOWNSHIP HALL IN DOWNTOWN COPEMISH
 PM0559'AT THE INTERSECTION OF 2ND STREET AND MAPLE STREET PROCEED NORTH ON
 PM0559'2ND STREET AND THEN WEST ALONG COUNTY ROAD 604 .44 MI (0.71 KM) TO THE
 PM0559'INTERSECTION OF COUNTY ROAD 604 AND M-115.  CONTINUE WESTERLY ALONG
 PM0559'COUNTY ROAD 604 A DISTANCE OF 5.40 MI (8.69 KM) TO THE INTERSECTION OF
 PM0559'COUNTY ROAD 604, BIG FOUR ROAD AND SPRINGDALE ROAD. CONTINUE WEST ON
 PM0559'SPRINGDALE ROAD .650 MI (1.046 KM) TO A Y INTERSECTION.  FROM THIS
 PM0559'POINT A FOUR WHEEL DRIVE VEHICLE IS NECESSARY.  STAY TO THE LEFT AND
 PM0559'PROCEED WESTERLY A DISTANCE OF .230 MI (0.370 KM) TO AN IRON GATE ON
 PM0559'THE SOUTH SIDE OF THE TWO TRACK. FROM THIS POINT YOU MUST PACK IN
 PM0559'WESTERLY APPROXIMATELY 1300 FT (396.2 M) TO THE STATION ATOP A NARROW
 PM0559'RIDGE BEARING W-N-W AND E-S-E.  THERE IS AN IRON FENCE POST BEARING
 PM0559'S45W 4 FT (1.2 M) FROM THE STATION.  REFERENCE MARKS 1 AND 2 AND
 PM0559'STATION GLOVER WERE FOUND IN EXCELLENT CONDITION.  THERE IS A SMALL
 PM0559'SADDLE 75 FT (22.9 M) E-S-E OF THE STATION AND A SECOND LARGER SADDLE
 PM0559'APPROXIMATELY 300 FT (91.4 M) E-S-E OF THE STATION.  MUCH CLEARING
 PM0559'NEEDS TO BE DONE TO MAKE THIS A WORKABLE GPS STATION.  THE SITE IS
 PM0559'HEAVILY OVERGROWN WITH ASH, OAK AND MAPLE TIMBER AND GENERALLY IS NOT
 PM0559'EASY TO GET TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8103 ***********************************************************************
 AA8103  CBN         -  This is a Cooperative Base Network Control Station.
 AA8103  PACS        -  This is a Primary Airport Control Station.
 AA8103  DESIGNATION -  GLR D
 AA8103  PID         -  AA8103
 AA8103  STATE/COUNTY-  MI/OTSEGO
 AA8103  USGS QUAD   -  GAYLORD (1986)
 AA8103
 AA8103                         *CURRENT SURVEY CONTROL
 AA8103  ___________________________________________________________________
 AA8103* NAD 83(1994)-  45 00 55.40898(N)    084 42 04.14947(W)     ADJUSTED  
 AA8103* NAVD 88     -       402.13   (meters)    1319.3    (feet)  GPS OBS   
 AA8103  ___________________________________________________________________
 AA8103  X           -     417,114.299 (meters)                     COMP
 AA8103  Y           -  -4,497,339.282 (meters)                     COMP
 AA8103  Z           -   4,488,817.538 (meters)                     COMP
 AA8103  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AA8103  ELLIP HEIGHT-         367.32  (meters)          (07/12/02) GPS OBS
 AA8103  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 AA8103
 AA8103  HORZ ORDER  -  B
 AA8103  ELLP ORDER  -  FOURTH    CLASS II
 AA8103
 AA8103.This mark is at Otsego County Airport (GLR)
 AA8103
 AA8103.The horizontal coordinates were established by GPS observations
 AA8103.and adjusted by the National Geodetic Survey in September 1995..
 AA8103
 AA8103.The orthometric height was determined by GPS observations and a
 AA8103.high-resolution geoid model.
 AA8103
 AA8103.GPS derived orthometric heights for airport stations designated as
 AA8103.PACS or SACS are published to 2 decimal places.  This maintains
 AA8103.centimeter relative accuracy between the PACS and SACS.  It does
 AA8103.not indicate centimeter accuracy relative to other marks which are
 AA8103.part of the NAVD 88 network.
 AA8103
 AA8103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8103
 AA8103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8103
 AA8103.The ellipsoidal height was determined by GPS observations
 AA8103.and is referenced to NAD 83.
 AA8103
 AA8103.The geoid height was determined by GEOID03.
 AA8103
 AA8103;                    North         East     Units Scale Factor Converg.
 AA8103;SPC MI C     -   188,816.541 5,973,636.258   MT  0.99991349   -0 14 10.6
 AA8103;SPC MI C     -   619,476.84 19,598,544.15   iFT  0.99991349   -0 14 10.6
 AA8103;UTM  16      - 4,987,231.064   681,135.866   MT  1.00000346   +1 37 35.1
 AA8103
 AA8103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8103!SPC MI C     -   0.99994241  x   0.99991349  =   0.99985591
 AA8103!UTM  16      -   0.99994241  x   1.00000346  =   0.99994587
 AA8103
 AA8103                          SUPERSEDED SURVEY CONTROL
 AA8103
 AA8103  ELLIP H (09/20/95)  367.34   (m)                       GP(       ) 1 2
 AA8103
 AA8103.Superseded values are not recommended for survey control.
 AA8103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8103.See file dsdata.txt to determine how the superseded data were derived.
 AA8103
 AA8103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8113687231(NAD 83)
 AA8103_MARKER: I = METAL ROD
 AA8103_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8103_STAMPING: GLR D 1994
 AA8103_MARK LOGO: NGS   
 AA8103_PROJECTION: FLUSH
 AA8103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8103+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2003
 AA8103_ROD/PIPE-DEPTH: 42.4 meters
 AA8103_SLEEVE-DEPTH  : 1.2 meters
 AA8103
 AA8103  HISTORY     - Date     Condition        Report By
 AA8103  HISTORY     - 1994     MONUMENTED       NGS
 AA8103  HISTORY     - 20030215 GOOD             USPSQD
 AA8103
 AA8103                          STATION DESCRIPTION
 AA8103
 AA8103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8103'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 3
 AA8103'KM (1.85 MI) SOUTHWEST OF GAYLORD, AT THE NORTH END OF THE OTSEGO
 AA8103'COUNTY AIRPORT, IN THE NORTHEAST ANGLE OF THE JUNCTION OF RUNWAYS
 AA8103'18-36 AND 9-27, IN THE NORTHWEST 1/4 OF SECTION 8, T 31 N, R 3 W.
 AA8103'OWNERSHIP--COUNTY OF OTSEGO, PO BOX 1396, GAYLORD MI 49735.  THE
 AA8103'AIRPORT MANAGER IS DAVIS SCHUSTER, PHONE 517-732-4218.  TO REACH FROM
 AA8103'THE UNDERPASS AT THE JUNCTION OF INTERSTATE 75 AND STATE HIGHWAY 32 AT
 AA8103'GAYLORD, GO WEST ON HIGHWAY 32 FOR 0.20 KM (0.10 MI) TO A PAVED ROAD
 AA8103'LEFT.  TURN LEFT, SOUTH, ON DICKERSON ROAD FOR 1.15 KM (0.70 MI) TO A
 AA8103'CROSSROAD.  TURN RIGHT, WEST, ON VAN TYLE ROAD FOR 0.26 KM (0.15 MI)
 AA8103'TO A PAVED ROAD LEFT.  TURN LEFT, SOUTH, FOR 0.14 KM (0.10 MI) TO A
 AA8103'GATE ON THE LEFT AT THE ROAD END AND OFFICE ON THE RIGHT.  TURN LEFT,
 AA8103'PASSING THROUGH UNLOCKED GATE ON PAVEMENT FOR 40 M (131.2 FT) TO A
 AA8103'TAXI BETWEEN HANGARS.  TURN RIGHT, SOUTH, ON TAXI, THEN WEST ON APRON
 AA8103'FOR 0.09 KM (0.05 MI) TO THE AIRPORT OFFICE.  BEAR LEFT, SOUTHWEST,
 AA8103'ACROSS APRON FOR 0.17 KM (0.10 MI) TO THE PARALLEL TAXI.  BEAR RIGHT,
 AA8103'WEST, ON ALPHA TAXI FOR 0.69 KM (0.40 MI) TO RUNWAY 18-36 AND THE
 AA8103'STATION ON THE LEFT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION
 AA8103'IS 21.1 M (69.2 FT) SOUTH OF THE CENTER OF ALPHA TAXI, 65.1 M (213.6
 AA8103'FT) EAST OF THE EAST EDGE OF RUNWAY 18, 7.0 M (23.0 FT) SOUTH OF THE
 AA8103'SOUTH END OF THE ILLUMINATED 18 A SIGNS, 22.2 M (72.8 FT) SOUTHEAST OF
 AA8103'THE SECOND TAXI LIGHT EAST OF THE RUNWAY JUNCTION, AND 38.6 M (126.6
 AA8103'FT) WEST-SOUTHWEST OF THE THIRD TAXI LIGHT.  DESCRIBED BY G.R.  HEID.
 AA8103
 AA8103                          STATION RECOVERY (2003)
 AA8103
 AA8103'RECOVERY NOTE BY US POWER SQUADRON 2003 (JSW)
 AA8103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0297 ***********************************************************************
 QJ0297  DESIGNATION -  GODFREY
 QJ0297  PID         -  QJ0297
 QJ0297  STATE/COUNTY-  MI/MONTMORENCY
 QJ0297  USGS QUAD   -  ROYSTON (1986)
 QJ0297
 QJ0297                         *CURRENT SURVEY CONTROL
 QJ0297  ___________________________________________________________________
 QJ0297* NAD 83(1994)-  45 07 47.07100(N)    083 53 01.63511(W)     ADJUSTED  
 QJ0297* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 QJ0297  ___________________________________________________________________
 QJ0297  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 QJ0297  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QJ0297
 QJ0297  HORZ ORDER  -  THIRD
 QJ0297
 QJ0297.The horizontal coordinates were established by classical geodetic methods
 QJ0297.and adjusted by the National Geodetic Survey in February 1997..
 QJ0297
 QJ0297.The orthometric height was scaled from a topographic map.
 QJ0297
 QJ0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0297
 QJ0297.The geoid height was determined by GEOID03.
 QJ0297
 QJ0297;                    North         East     Units Scale Factor Converg.
 QJ0297;SPC MI C     -   201,582.318 6,037,984.129   MT  0.99991798   +0 20 28.0
 QJ0297;SPC MI C     -   661,359.31 19,809,659.22   iFT  0.99991798   +0 20 28.0
 QJ0297;UTM  17      - 5,001,409.491   273,227.273   MT  1.00023237   -2 02 40.7
 QJ0297
 QJ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0297!SPC MI C     -   0.99996462  x   0.99991798  =   0.99988261
 QJ0297!UTM  17      -   0.99996462  x   1.00023237  =   1.00019699
 QJ0297
 QJ0297|---------------------------------------------------------------------|
 QJ0297| PID    Reference Object                     Distance      Geod. Az  |
 QJ0297|                                                           dddmmss.s |
 QJ0297| CH1183 GODFREY RM 1                          8.545 METERS 04357     |
 QJ0297| CH1182 GODFREY AZ MK                                      2822249.2 |
 QJ0297| CH1184 GODFREY RM 2                         11.228 METERS 29815     |
 QJ0297|---------------------------------------------------------------------|
 QJ0297
 QJ0297                          SUPERSEDED SURVEY CONTROL
 QJ0297
 QJ0297  NAD 83(1986)-  45 07 47.06381(N)    083 53 01.63550(W) AD(       ) 3
 QJ0297  NAD 27      -  45 07 47.02800(N)    083 53 01.65100(W) AD(       ) 3
 QJ0297
 QJ0297.Superseded values are not recommended for survey control.
 QJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0297.See file dsdata.txt to determine how the superseded data were derived.
 QJ0297
 QJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7322701409(NAD 83)
 QJ0297_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0297
 QJ0297  HISTORY     - Date     Condition        Report By
 QJ0297  HISTORY     - 1956     MONUMENTED       CGS
 QJ0297  HISTORY     - 20011205 GOOD             NGS
 QJ0297
 QJ0297                          STATION DESCRIPTION
 QJ0297
 QJ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0297'THE STATION IS LOCATED ON A HEAVILY WOODED HILL ABOUT 8 MILES WEST OF
 QJ0297'LONG RAPIDS AND ABOUT 5 MILES
 QJ0297'NORTH OF HILLMAN ON THE PROPERTY OF MR. DON GODFREY.  IT IS 5 FEET
 QJ0297'WEST OF A WHITE WITNESS POST, 53
 QJ0297'FEET SOUTH OF A 10 INCH ASPEN TREE WITH A TRIANGLE
 QJ0297'ON THE SOUTH SIDE AND ON A SMALL HUMP ON THE TOP OF
 QJ0297'THE HILL.  THE MARK PROJECTS 4
 QJ0297'INCHES AND THE DISK IS STAMPED GODFREY 1956.
 QJ0297'
 QJ0297'TO REACH THE STATION FROM THE BRIDGE OVER THUNDER BAY RIVER IN
 QJ0297'HILLMAN, GO NORTH ON PAVED
 QJ0297'ROAD FOR 2.7 MILES TO CROSSROAD (LAKE AVALON ROAD).  CONTINUE NORTH
 QJ0297'ON PAVED ROAD FOR 0.15 MILE TO THE
 QJ0297'END OF PAVEMENT.  CONTINUE NORTH ON GRAVEL ROAD FOR 0.25 MILE
 QJ0297'TO A FORK.  TAKE RIGHT FORK AND GO
 QJ0297'NORHTEASTERLY AND NORTH ON A PARTLY PAVED AND PARTLY
 QJ0297'GRAVEL ROAD FOR 1.8 MILES TO THE AZIMUTH MARK ON THE
 QJ0297'RIGHT.  CONTINUE NORTH ON ROAD
 QJ0297'FOR ABOUT 200 FEET TO A DRIVEWAY RIGHT AND MR. GODFREYS HOUSE ON THE
 QJ0297'RIGHT.  TURN RIGHT AND GO EAST
 QJ0297'ON DRIVEWAY FOR 0.05 MILE TO BARN ON THE LEFT AND A MACHINE SHED
 QJ0297'ON THE RIGHT.  PASS BETWEEN BARN AND
 QJ0297'MACHINE SHED AND CONTINUE EAST ON FARM LANE FOR
 QJ0297'0.2 MILE TO A FARM LANE RIGHT.  TURN RIGHT AND GO SOUTH
 QJ0297'ON FARM LANE FOR 0.15 MILE TO AN
 QJ0297'18 INCH TWIN ASH TREE ON THE LEFT.  TURN LEFT AND GO SOUTHEAST ACROSS
 QJ0297'PASTURE FIELD FOR 0.05 MILE TO THE
 QJ0297'WOODS.  CONTINUE SOUTHEAST UP HILL FOR 0.1 MILE TO THE TOP AND
 QJ0297'THE STATION.  A FOUR-WHEEL DRIVE TRUCK
 QJ0297'WILL BE NEEDED FOR THE LAST 0.1 MILE.
 QJ0297'
 QJ0297'REFERENCE MARK 1 IS 24 FEET NORTHEAST OF THE WHITE WITNESS POST, 33
 QJ0297'FEET SOUTH OF THE 10 INCH
 QJ0297'ASPEN TREE WITH THE TRIANGLE BLAZE ON THE SOUTH SIDE AND NEAR THE
 QJ0297'NORTH SLOPE OF THE HILL.  THE
 QJ0297'MARK PRJECTS 4 INCHES AND THE DISK IS STAMPED GODFREY NO 1 1956.
 QJ0297'
 QJ0297'REFERENCE MARK 2 IS 40 FEET WEST OF THE WHITE WITNESS POST, 55 FEET
 QJ0297'SOUTHWEST OF THE 10 INCH
 QJ0297'ASPEN TREE WITH THE TRIANGLE BLAZE ON THE SOUTH SIDE AND NEAR THE
 QJ0297'NORTH-WEST SLOPE OF THE HILL.  THE
 QJ0297'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED GODFREY NO 2 1956.
 QJ0297'
 QJ0297'AZIMUTH MARK IS 48 FEET EAST OF THE CENTER LINE OF THE PARTLY PAVED
 QJ0297'AND PARTLY GRAVEL ROAD, 3
 QJ0297'FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE
 QJ0297'MARK PROJECTS 4 INCHES AND THE
 QJ0297'DISK IS STAMPED GODFREY 1956.
 QJ0297'
 QJ0297'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QJ0297
 QJ0297                          STATION RECOVERY (2001)
 QJ0297
 QJ0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0297'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0050 ***********************************************************************
 RJ0050  DESIGNATION -  GOETZVILLE
 RJ0050  PID         -  RJ0050
 RJ0050  STATE/COUNTY-  MI/CHIPPEWA
 RJ0050  USGS QUAD   -  GOETZVILLE (1976)
 RJ0050
 RJ0050                         *CURRENT SURVEY CONTROL
 RJ0050  ___________________________________________________________________
 RJ0050* NAD 83(1986)-  46 03 29.     (N)    084 05 42.     (W)     SCALED    
 RJ0050* NAVD 88     -       229.431  (meters)     752.72   (feet)  ADJUSTED  
 RJ0050  ___________________________________________________________________
 RJ0050  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0050  DYNAMIC HT  -         229.436 (meters)     752.74  (feet)  COMP
 RJ0050  MODELED GRAV-     980,630.7   (mgal)                       NAVD 88
 RJ0050
 RJ0050  VERT ORDER  -  FIRST     CLASS 0
 RJ0050
 RJ0050.The horizontal coordinates were scaled from a topographic map and have
 RJ0050.an estimated accuracy of +/- 6 seconds.
 RJ0050
 RJ0050.The orthometric height was determined by differential leveling
 RJ0050.and adjusted by the National Geodetic Survey in June 1991..
 RJ0050
 RJ0050.The geoid height was determined by GEOID03.
 RJ0050
 RJ0050.The dynamic height is computed by dividing the NAVD 88
 RJ0050.geopotential number by the normal gravity value computed on the
 RJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0050.degrees latitude (g = 980.6199 gals.).
 RJ0050
 RJ0050.The modeled gravity was interpolated from observed gravity values.
 RJ0050
 RJ0050;                    North         East    Units  Estimated Accuracy
 RJ0050;SPC MI N     -   145,800.    8,224,730.      MT  (+/- 180 meters Scaled)
 RJ0050
 RJ0050                          SUPERSEDED SURVEY CONTROL
 RJ0050
 RJ0050  NGVD 29 (??/??/92)  229.41   (m)          752.7    (f) COMPUTED    1 0
 RJ0050
 RJ0050.Superseded values are not recommended for survey control.
 RJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0050.See file dsdata.txt to determine how the superseded data were derived.
 RJ0050
 RJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS247046(NAD 83)
 RJ0050_MARKER: Z = SEE DESCRIPTION
 RJ0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0050+WITH SETTING: INTO GROUND
 RJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0050+STABILITY: SURFACE MOTION
 RJ0050
 RJ0050  HISTORY     - Date     Condition        Report By
 RJ0050  HISTORY     - 1960     MONUMENTED       RBNF
 RJ0050  HISTORY     - 1972     GOOD             USLS
 RJ0050  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0050  HISTORY     - 19940729 MARK NOT FOUND   USPSQD
 RJ0050
 RJ0050                          STATION DESCRIPTION
 RJ0050
 RJ0050'DESCRIBED BY US LAKE SURVEY 1972
 RJ0050'AT GOETZVILLE.
 RJ0050'GOETZVILLE IS AT GOETZVILLE, CHIPPEWA COUNTY, MICHIGAN, APPROXIMATELY
 RJ0050'0.25 MILE WEST OF M-48, ON NORTH SIDE OF THE COUNTY ROAD, ON LINE
 RJ0050'OF THE SOUTH FACE AND 1.0 FOOT EAST OF ST. STANISLAUS KOSTKA
 RJ0050'CATHOLIC CHURCH, 1/3 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 RJ0050'POINT ON TOP OF A 1-INCH STEEL ROD, 10 FEET LONG.
 RJ0050
 RJ0050                          STATION RECOVERY (1983)
 RJ0050
 RJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0050'SEARCHED FOR, BUT NOT RECOVERED.
 RJ0050
 RJ0050                          STATION RECOVERY (1994)
 RJ0050
 RJ0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5439 ***********************************************************************
 AH5439  DESIGNATION -  GOETZVILLE MICROWAVE TOWER
 AH5439  PID         -  AH5439
 AH5439  STATE/COUNTY-  MI/CHIPPEWA
 AH5439  USGS QUAD   -  GOETZVILLE (1976)
 AH5439
 AH5439                         *CURRENT SURVEY CONTROL
 AH5439  ___________________________________________________________________
 AH5439* NAD 83(1994)-  46 02 47.09414(N)    084 05 27.80861(W)     ADJUSTED  
 AH5439* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 AH5439  ___________________________________________________________________
 AH5439  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 AH5439  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 AH5439
 AH5439  HORZ ORDER  -  THIRD
 AH5439
 AH5439.The horizontal coordinates were established by classical geodetic methods
 AH5439.and adjusted by the National Geodetic Survey in November 1998..
 AH5439
 AH5439.The orthometric height was scaled from a topographic map.
 AH5439
 AH5439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5439
 AH5439.The geoid height was determined by GEOID03.
 AH5439
 AH5439;                    North         East     Units Scale Factor Converg.
 AH5439;SPC MI N     -   144,514.204 8,225,077.304   MT  0.99991149   +2 06 09.2
 AH5439;SPC MI N     -   474,127.97 26,985,161.76   iFT  0.99991149   +2 06 09.2
 AH5439;UTM  16      - 5,103,319.141   725,054.280   MT  1.00022269   +2 05 42.1
 AH5439
 AH5439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5439!SPC MI N     -   0.99995725  x   0.99991149  =   0.99986875
 AH5439!UTM  16      -   0.99995725  x   1.00022269  =   1.00017993
 AH5439
 AH5439                          SUPERSEDED SURVEY CONTROL
 AH5439
 AH5439.No superseded survey control is available for this station.
 AH5439
 AH5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2505403319(NAD 83)
 AH5439_MARKER: 45 = MICROWAVE TOWER
 AH5439
 AH5439  HISTORY     - Date     Condition        Report By
 AH5439  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5439
 AH5439                          STATION DESCRIPTION
 AH5439
 AH5439'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5439'THE STATION IS LOCATED IN GOETZVILLE, MICHIGAN.
 AH5439'TO REACH THE STATION FROM THE MAIN INTERSECTION IN GOETZVILLE GO SOUTH
 AH5439'ON HIGHWAY 48 FOR 0.85 MILES TO THE TOWER ON THE LEFT.
 AH5439'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE TOWER.
 AH5439'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0623 ***********************************************************************
 RM0623  DESIGNATION -  GOGEBIC CO APT ARP
 RM0623  PID         -  RM0623
 RM0623  STATE/COUNTY-  MI/GOGEBIC
 RM0623  USGS QUAD   -  PINE LAKE (1973)
 RM0623
 RM0623                         *CURRENT SURVEY CONTROL
 RM0623  ___________________________________________________________________
 RM0623* NAD 83(1994)-  46 31 32.25499(N)    090 07 54.83214(W)     ADJUSTED  
 RM0623* NAVD 88     -       374.4    (meters)    1228.     (feet)  VERTCON   
 RM0623  ___________________________________________________________________
 RM0623  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 RM0623  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 RM0623
 RM0623  HORZ ORDER  -  THIRD
 RM0623
 RM0623.This mark is at Gogebic County Airport (IWD)
 RM0623
 RM0623.The horizontal coordinates were established by classical geodetic methods
 RM0623.and adjusted by the National Geodetic Survey in February 1997..
 RM0623
 RM0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0623
 RM0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0623
 RM0623.The geoid height was determined by GEOID03.
 RM0623
 RM0623;                    North         East     Units Scale Factor Converg.
 RM0623;SPC MI N     -   198,392.569 7,759,784.122   MT  0.99991161   -2 15 49.3
 RM0623;SPC MI N     -   650,894.26 25,458,609.32   iFT  0.99991161   -2 15 49.3
 RM0623;UTM  15      - 5,156,447.782   719,966.691   MT  1.00019478   +2 04 55.8
 RM0623
 RM0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0623!SPC MI N     -   0.99994612  x   0.99991161  =   0.99985773
 RM0623!UTM  15      -   0.99994612  x   1.00019478  =   1.00014089
 RM0623
 RM0623|---------------------------------------------------------------------|
 RM0623| PID    Reference Object                     Distance      Geod. Az  |
 RM0623|                                                           dddmmss.s |
 RM0623| RM0625 GOGEBIC CO APT ARP STA C            179.161 METERS 04313     |
 RM0623| RM0624 GOGEBIC CO APT ARP STA A            424.636 METERS 0721445.9 |
 RM0623| RM0626 GOGEBIC CO APT ARP STA D            APPROX. 0.5 KM 1662327.9 |
 RM0623| RM0622 AIRPORT BEACON GOGEBIC CO APT       418.566 METERS 1825431.2 |
 RM0623| RM0072 ZION                                APPROX. 6.1 KM 2070341.3 |
 RM0623|---------------------------------------------------------------------|
 RM0623
 RM0623                          SUPERSEDED SURVEY CONTROL
 RM0623
 RM0623  NAD 83(1994)-  46 31 32.25446(N)    090 07 54.83198(W) AD(       ) 3
 RM0623  NAD 83(1986)-  46 31 32.21922(N)    090 07 54.84564(W) AD(       ) 3
 RM0623  NAD 27      -  46 31 32.39702(N)    090 07 54.22441(W) AD(       ) 3
 RM0623  NGVD 29 (07/19/86)  374.4    (m)         1228.     (f) VERT ANG       
 RM0623
 RM0623.Superseded values are not recommended for survey control.
 RM0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0623.See file dsdata.txt to determine how the superseded data were derived.
 RM0623
 RM0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1996756448(NAD 83)
 RM0623_MARKER: DS = TRIANGULATION STATION DISK
 RM0623_SETTING: 0 = UNSPECIFIED SETTING
 RM0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0623
 RM0623  HISTORY     - Date     Condition        Report By
 RM0623  HISTORY     - 1964     MONUMENTED       CGS
 RM0623  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0623
 RM0623                          STATION DESCRIPTION
 RM0623
 RM0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0623'STATION IS NEAR INTERSECTION OF N-S AND E-W RUNWAYS, 229 FT. S
 RM0623'OF E-W RUNWAY, 251.5 FT. W OF N-S RUNWAY, 480.4 FT. NNE OF A
 RM0623'FENCE CORNER, 353.3 FT. NE OF ANEMOMETER, A STANDARD DISK SET IN
 RM0623'CONCRETE FLUSH WITH THE GROUND.
 RM0623
 RM0623                          STATION RECOVERY (1992)
 RM0623
 RM0623'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0621 ***********************************************************************
 RM0621  DESIGNATION -  GOGEBIC CO APT ARP STA B
 RM0621  PID         -  RM0621
 RM0621  STATE/COUNTY-  MI/GOGEBIC
 RM0621  USGS QUAD   -  PINE LAKE (1973)
 RM0621
 RM0621                         *CURRENT SURVEY CONTROL
 RM0621  ___________________________________________________________________
 RM0621* NAD 83(1994)-  46 31 36.56675(N)    090 08 24.45582(W)     ADJUSTED  
 RM0621* NAVD 88     -       374.1    (meters)    1227.     (feet)  VERTCON   
 RM0621  ___________________________________________________________________
 RM0621  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 RM0621  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 RM0621
 RM0621  HORZ ORDER  -  THIRD
 RM0621
 RM0621.This mark is at Gogebic County Airport (IWD)
 RM0621
 RM0621.The horizontal coordinates were established by classical geodetic methods
 RM0621.and adjusted by the National Geodetic Survey in February 1997..
 RM0621
 RM0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0621
 RM0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0621
 RM0621.The geoid height was determined by GEOID03.
 RM0621
 RM0621;                    North         East     Units Scale Factor Converg.
 RM0621;SPC MI N     -   198,550.561 7,759,158.576   MT  0.99991170   -2 16 10.7
 RM0621;SPC MI N     -   651,412.60 25,456,557.01   iFT  0.99991170   -2 16 10.7
 RM0621;UTM  15      - 5,156,557.949   719,330.793   MT  1.00019135   +2 04 34.4
 RM0621
 RM0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0621!SPC MI N     -   0.99994617  x   0.99991170  =   0.99985787
 RM0621!UTM  15      -   0.99994617  x   1.00019135  =   1.00013751
 RM0621
 RM0621:                Primary Azimuth Mark                     Grid Az
 RM0621:SPC MI N     -  GOGEBIC CO APT ARP STA C                 092 27 45.9
 RM0621:UTM  15      -  GOGEBIC CO APT ARP STA C                 088 07 00.8
 RM0621
 RM0621|---------------------------------------------------------------------|
 RM0621| PID    Reference Object                     Distance      Geod. Az  |
 RM0621|                                                           dddmmss.s |
 RM0621| RM0625 GOGEBIC CO APT ARP STA C            APPROX. 0.8 KM 0901135.2 |
 RM0621|---------------------------------------------------------------------|
 RM0621
 RM0621                          SUPERSEDED SURVEY CONTROL
 RM0621
 RM0621  NAD 83(1994)-  46 31 36.56626(N)    090 08 24.45565(W) AD(       ) 3
 RM0621  NAD 83(1986)-  46 31 36.53094(N)    090 08 24.47190(W) AD(       ) 3
 RM0621  NAD 27      -  46 31 36.70923(N)    090 08 23.84858(W) AD(       ) 3
 RM0621  NGVD 29 (07/19/86)  374.1    (m)         1227.     (f) VERT ANG       
 RM0621
 RM0621.Superseded values are not recommended for survey control.
 RM0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0621.See file dsdata.txt to determine how the superseded data were derived.
 RM0621
 RM0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1933156558(NAD 83)
 RM0621_MARKER: DS = TRIANGULATION STATION DISK
 RM0621_SETTING: 0 = UNSPECIFIED SETTING
 RM0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0621
 RM0621  HISTORY     - Date     Condition        Report By
 RM0621  HISTORY     - 1964     MONUMENTED       CGS
 RM0621  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0621
 RM0621                          STATION DESCRIPTION
 RM0621
 RM0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0621'STATION IS NEAR WEST END OF E-W RUNWAY, 353.6 FT. EAST OF RUNWAY
 RM0621'END, 150.04 FT. NORTH OF RUNWAY CENTERLINE, 365.7 FT. ENE OF
 RM0621'NORTH CORNER OF RUNWAY END, A STANDARD DISK SET IN CONCRETE
 RM0621'APPROX. 2 INCHES BELOW SURFACE OF GROUND.
 RM0621
 RM0621                          STATION RECOVERY (1992)
 RM0621
 RM0621'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0624 ***********************************************************************
 RM0624  DESIGNATION -  GOGEBIC CO APT ARP STA A
 RM0624  PID         -  RM0624
 RM0624  STATE/COUNTY-  MI/GOGEBIC
 RM0624  USGS QUAD   -  PINE LAKE (1973)
 RM0624
 RM0624                         *CURRENT SURVEY CONTROL
 RM0624  ___________________________________________________________________
 RM0624* NAD 83(1994)-  46 31 36.44793(N)    090 07 35.85673(W)     ADJUSTED  
 RM0624* NAVD 88     -       373.6    (meters)    1226.     (feet)  VERTCON   
 RM0624  ___________________________________________________________________
 RM0624  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 RM0624  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 RM0624
 RM0624  HORZ ORDER  -  THIRD
 RM0624
 RM0624.This mark is at Gogebic County Airport (IWD)
 RM0624
 RM0624.The horizontal coordinates were established by classical geodetic methods
 RM0624.and adjusted by the National Geodetic Survey in February 1997..
 RM0624
 RM0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 RM0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RM0624
 RM0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0624
 RM0624.The geoid height was determined by GEOID03.
 RM0624
 RM0624;                    North         East     Units Scale Factor Converg.
 RM0624;SPC MI N     -   198,505.968 7,760,193.297   MT  0.99991170   -2 15 35.6
 RM0624;SPC MI N     -   651,266.30 25,459,951.76   iFT  0.99991170   -2 15 35.6
 RM0624;UTM  15      - 5,156,591.902   720,366.211   MT  1.00019695   +2 05 09.7
 RM0624
 RM0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0624!SPC MI N     -   0.99994624  x   0.99991170  =   0.99985795
 RM0624!UTM  15      -   0.99994624  x   1.00019695  =   1.00014318
 RM0624
 RM0624:                Primary Azimuth Mark                     Grid Az
 RM0624:SPC MI N     -  ZION                                     212 02 17.1
 RM0624:UTM  15      -  ZION                                     207 41 31.8
 RM0624
 RM0624|---------------------------------------------------------------------|
 RM0624| PID    Reference Object                     Distance      Geod. Az  |
 RM0624|                                                           dddmmss.s |
 RM0624| RM0072 ZION                                APPROX. 6.4 KM 2094641.5 |
 RM0624| RM0622 AIRPORT BEACON GOGEBIC CO APT       APPROX. 0.7 KM 2175159.3 |
 RM0624| RM0623 GOGEBIC CO APT ARP                  424.636 METERS 2521459.7 |
 RM0624| RM0625 GOGEBIC CO APT ARP STA C            281.717 METERS 27013     |
 RM0624|---------------------------------------------------------------------|
 RM0624
 RM0624                          SUPERSEDED SURVEY CONTROL
 RM0624
 RM0624  NAD 83(1994)-  46 31 36.44739(N)    090 07 35.85657(W) AD(       ) 3
 RM0624  NAD 83(1986)-  46 31 36.41147(N)    090 07 35.87282(W) AD(       ) 3
 RM0624  NAD 27      -  46 31 36.58956(N)    090 07 35.25038(W) AD(       ) 3
 RM0624  NGVD 29 (07/19/86)  373.6    (m)         1226.     (f) VERT ANG       
 RM0624
 RM0624.Superseded values are not recommended for survey control.
 RM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0624.See file dsdata.txt to determine how the superseded data were derived.
 RM0624
 RM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2036656592(NAD 83)
 RM0624_MARKER: DS = TRIANGULATION STATION DISK
 RM0624_SETTING: 0 = UNSPECIFIED SETTING
 RM0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RM0624
 RM0624  HISTORY     - Date     Condition        Report By
 RM0624  HISTORY     - 1964     MONUMENTED       CGS
 RM0624  HISTORY     - 19920818 MARK NOT FOUND   USPSQD
 RM0624
 RM0624                          STATION DESCRIPTION
 RM0624
 RM0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JMC)
 RM0624'STATION IS NEAR EAST END OF E-W RUNWAY, 850.1 FT. WEST OF EAST END
 RM0624'OF RUNWAY, 150.05 FT. NORTH OF RUNWAY CENTERLINE, 856.7 FT. WNW
 RM0624'OF NORTH CORNER OF RUNWAY END, 521.8 FT. SW OF SW CORNER OF A
 RM0624'GARAGE, A STANDARD DISK SET IN CONCRETE, APROX. 2 INCHES BELOW
 RM0624'GROUND SURFACE
 RM0624
 RM0624                          STATION RECOVERY (1992)
 RM0624
 RM0624'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RM0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1794 ***********************************************************************
 NF1794  DESIGNATION -  GOGUAC
 NF1794  PID         -  NF1794
 NF1794  STATE/COUNTY-  MI/CALHOUN
 NF1794  USGS QUAD   -  BATTLE CREEK (1985)
 NF1794
 NF1794                         *CURRENT SURVEY CONTROL
 NF1794  ___________________________________________________________________
 NF1794* NAD 83(1994)-  42 17 48.50206(N)    085 12 07.17645(W)     ADJUSTED  
 NF1794* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 NF1794  ___________________________________________________________________
 NF1794  X           -     395,218.720 (meters)                     COMP
 NF1794  Y           -  -4,708,498.846 (meters)                     COMP
 NF1794  Z           -   4,270,211.220 (meters)                     COMP
 NF1794  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 NF1794  ELLIP HEIGHT-         244.54  (meters)          (07/17/02) GPS OBS
 NF1794  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NF1794
 NF1794  HORZ ORDER  -  FIRST
 NF1794  ELLP ORDER  -  FOURTH    CLASS I
 NF1794
 NF1794.The horizontal coordinates were established by GPS observations
 NF1794.and adjusted by the National Geodetic Survey in February 1997..
 NF1794
 NF1794.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1794
 NF1794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1794
 NF1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1794
 NF1794.The ellipsoidal height was determined by GPS observations
 NF1794.and is referenced to NAD 83.
 NF1794
 NF1794.The geoid height was determined by GEOID03.
 NF1794
 NF1794;                    North         East     Units Scale Factor Converg.
 NF1794;SPC MI S     -    88,849.472 3,931,119.019   MT  0.99995922   -0 34 06.5
 NF1794;SPC MI S     -   291,500.89 12,897,372.11   iFT  0.99995922   -0 34 06.5
 NF1794;UTM  16      - 4,684,296.442   648,214.985   MT  0.99987030   +1 12 36.8
 NF1794
 NF1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1794!SPC MI S     -   0.99996165  x   0.99995922  =   0.99992087
 NF1794!UTM  16      -   0.99996165  x   0.99987030  =   0.99983195
 NF1794
 NF1794                          SUPERSEDED SURVEY CONTROL
 NF1794
 NF1794  ELLIP H (02/03/97)  244.55   (m)                       GP(       ) 4 1
 NF1794  NAD 83(1986)-  42 17 48.50216(N)    085 12 07.19057(W) AD(       ) 1
 NF1794  NGVD 29 (09/14/93)  278.1    (m)          912.     (f) GPS OBS        
 NF1794
 NF1794.Superseded values are not recommended for survey control.
 NF1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1794.See file dsdata.txt to determine how the superseded data were derived.
 NF1794
 NF1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4821584296(NAD 83)
 NF1794_MARKER: I = METAL ROD
 NF1794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1794_SP_SET: STAINLESS STEEL ROD
 NF1794_STAMPING: GOGUAC 1992
 NF1794_MARK LOGO: HOLDEN
 NF1794_PROJECTION: FLUSH
 NF1794_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1794+STABILITY: POSITION/ELEVATION WELL
 NF1794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1794+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 NF1794_ROD/PIPE-DEPTH: 7.4  meters
 NF1794
 NF1794  HISTORY     - Date     Condition        Report By
 NF1794  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1794  HISTORY     - 20011128 GOOD             NGS
 NF1794  HISTORY     - 20050909 GOOD             USPSQD
 NF1794
 NF1794                          STATION DESCRIPTION
 NF1794
 NF1794'DESCRIBED BY HOLDEN GPS 1992
 NF1794'STATION IS LOCATED IN THE CITY OF BATTLE CREEK IN A DNR WATER ACCESS
 NF1794'SITE ON THE NORTH SIDE OF GOGUAC LAKE. IT IS ABOUT 2 2/5 MILES NORTH
 NF1794'NORTHWEST OF THE INTERCHANGE WITH CAPITOL AVENUE, 2 1/3 MILES
 NF1794'NORTHWEST OF THE I-94 INTERCHANGE WITH M-66, 2 4/5 MILES NORTHEAST OF
 NF1794'THE I-94 INTERCHANGE WITH HELMER ROAD, IN QUAD 420852. IT CAN BE
 NF1794'PLOTTED ON THE USGS QUADRANGLE MAP BATTLE CREEK IN THE SE 1/4 OF
 NF1794'SECTION 14 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1794'TO REACH FROM THE I-94 INTERCHANGE WITH CAPITOL AVENUE, GO NORTH ON
 NF1794'CAPITOL AVENUE 2.4 MI (3.9 KM) TO HIAWATHA COVE TRAIL, TURN LEFT AND
 NF1794'GO WEST AND NORTH TO LUCILLIE STREET, TURN LEFT AND GO WEST TO THE
 NF1794'GOGUAC LAKE ACCESS SITE, TURN LEFT INTO THE FIRST DRIVE AND GO SOUTH
 NF1794'TO THE LAST PARKING SPACE TO THE STATION BETWEEN THE PARKING AREA AND
 NF1794'THE LAKE.
 NF1794'STATION IS 9 FT (2.7 M) NORTHWEST FROM A FENCE SEPERATING THE LAUNCH
 NF1794'AREA FROM THE CONDOMINIUMS, 18 FT (5.5 M) NORTH OF THE LAKE, 10 FT
 NF1794'(3.0 M) SOUTH OF A HANDICAP PARKING SIGN, 12 FT (3.7 M) FROM THE
 NF1794'SOUTHERN MOST TIP OF THE ASPHALT PARKING LOT, AND 75 FT (22.9 M) EAST
 NF1794'OF THE DOCK.
 NF1794'STATION IS GROUND VISIBLE WITH STATION WILLARD PARK 695 M (2280.2 FT)
 NF1794'ACROSS THE LAKE TO THE SOUTH.
 NF1794
 NF1794                          STATION RECOVERY (2001)
 NF1794
 NF1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1794'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1794
 NF1794                          STATION RECOVERY (2005)
 NF1794
 NF1794'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TY7769 ***********************************************************************
 TY7769  DESIGNATION -  GOLF MIGS 1934
 TY7769  PID         -  TY7769
 TY7769  STATE/COUNTY-  MI/KEWEENAW
 TY7769  USGS QUAD   -  LAKE MEDORA (1975)
 TY7769
 TY7769                         *CURRENT SURVEY CONTROL
 TY7769  ___________________________________________________________________
 TY7769* NAD 83(1994)-  47 27 20.64198(N)    087 54 14.96624(W)     ADJUSTED  
 TY7769* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 TY7769  ___________________________________________________________________
 TY7769  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 TY7769  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 TY7769
 TY7769  HORZ ORDER  -  THIRD
 TY7769
 TY7769.The horizontal coordinates were established by classical geodetic methods
 TY7769.and adjusted by the National Geodetic Survey in February 1997..
 TY7769
 TY7769.The orthometric height was scaled from a topographic map.
 TY7769
 TY7769.The Laplace correction was computed from DEFLEC99 derived deflections.
 TY7769
 TY7769.The geoid height was determined by GEOID03.
 TY7769
 TY7769;                    North         East     Units Scale Factor Converg.
 TY7769;SPC MI N     -   297,435.072 7,931,814.143   MT  1.00011235   -0 39 12.7
 TY7769;SPC MI N     -   975,836.85 26,023,012.28   iFT  1.00011235   -0 39 12.7
 TY7769;UTM  16      - 5,256,206.385   431,847.835   MT  0.99965708   -0 39 58.2
 TY7769
 TY7769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7769!SPC MI N     -   0.99995161  x   1.00011235  =   1.00006395
 TY7769!UTM  16      -   0.99995161  x   0.99965708  =   0.99960871
 TY7769
 TY7769:                Primary Azimuth Mark                     Grid Az
 TY7769:SPC MI N     -  HURON ISLAND LIGHTHOUSE                  188 09 28.8
 TY7769:UTM  16      -  HURON ISLAND LIGHTHOUSE                  188 10 14.3
 TY7769
 TY7769|---------------------------------------------------------------------|
 TY7769| PID    Reference Object                     Distance      Geod. Az  |
 TY7769|                                                           dddmmss.s |
 TY7769| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.55.2 KM 1873016.1 |
 TY7769| TY7767 WEST BLUFF 2                        APPROX. 4.9 KM 2811851.1 |
 TY7769|---------------------------------------------------------------------|
 TY7769
 TY7769                          SUPERSEDED SURVEY CONTROL
 TY7769
 TY7769  NAD 83(1986)-  47 27 20.62832(N)    087 54 14.94325(W) AD(       ) 3
 TY7769  NAD 27      -  47 27 20.96400(N)    087 54 14.55100(W) AD(       ) 3
 TY7769
 TY7769.Superseded values are not recommended for survey control.
 TY7769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7769.See file dsdata.txt to determine how the superseded data were derived.
 TY7769
 TY7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3184856206(NAD 83)
 TY7769_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TY7769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 TY7769_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 TY7769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 TY7769+STABILITY: SURFACE MOTION
 TY7769
 TY7769  HISTORY     - Date     Condition        Report By
 TY7769  HISTORY     - 1934     MONUMENTED       MIGS
 TY7769
 TY7769                          STATION DESCRIPTION
 TY7769
 TY7769'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 TY7769'IN SEC. 6, T. 58 N., R. 28 W., ON THE GROUNDS OF THE KEWEENAW
 TY7769'COUNTY GOLF COURSE.
 TY7769'
 TY7769'TO REACH FROM THE INTERSECTION OF THE BROCKWAY MOUNTAIN DRIVE WITH
 TY7769'STATE HIGHWAY 26 AND U.S. HIGHWAY 41, JUST WEST OF COPPER HARBOR,
 TY7769'GO SOUTHWEST FOR 1.3 MILES ON THE CALUMET ROAD (U.S. HIGHWAY 41)
 TY7769'TO THE NORTHEAST ENTRANCE OF THE GOLF COURSE, DRIVE INTO THE
 TY7769'GROUNDS FOR A DISTANCE OF 0.7 MILE AND PARK CAR NEAR NO. 5 TEE
 TY7769'AND NO. 4 HOLE, WALK EASTERLY ABOUT 325 PACES ALONG THE SOUTHERLY
 TY7769'EDGE OF THE FAIRWAY TO THE STATION.
 TY7769'
 TY7769'SURFACE AND REFERENCE MARKS ARE STANDARD U.S.C. AND G.S. AND S.S.
 TY7769'BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTES 1A AND 1C
 TY7769'RESPECTIVELY.
 TY7769'
 TY7769'HEIGHT OF LIGHT ABOVE STATION MARK - 1.82 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0183 ***********************************************************************
 NE0183  DESIGNATION -  GOLF USLS
 NE0183  PID         -  NE0183
 NE0183  STATE/COUNTY-  MI/MACOMB
 NE0183  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE0183
 NE0183                         *CURRENT SURVEY CONTROL
 NE0183  ___________________________________________________________________
 NE0183* NAD 83(1986)-  42 35 55.     (N)    082 48 30.     (W)     SCALED    
 NE0183* NAVD 88     -       175.771  (meters)     576.68   (feet)  ADJUSTED  
 NE0183  ___________________________________________________________________
 NE0183  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0183  DYNAMIC HT  -         175.721 (meters)     576.51  (feet)  COMP
 NE0183  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 NE0183
 NE0183  VERT ORDER  -  FIRST     CLASS 0
 NE0183
 NE0183.The horizontal coordinates were scaled from a topographic map and have
 NE0183.an estimated accuracy of +/- 6 seconds.
 NE0183
 NE0183.The orthometric height was determined by differential leveling
 NE0183.and adjusted by the National Geodetic Survey in June 1991..
 NE0183
 NE0183.The geoid height was determined by GEOID03.
 NE0183
 NE0183.The dynamic height is computed by dividing the NAVD 88
 NE0183.geopotential number by the normal gravity value computed on the
 NE0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0183.degrees latitude (g = 980.6199 gals.).
 NE0183
 NE0183.The modeled gravity was interpolated from observed gravity values.
 NE0183
 NE0183;                    North         East    Units  Estimated Accuracy
 NE0183;SPC MI S     -   123,210.    4,127,870.      MT  (+/- 180 meters Scaled)
 NE0183
 NE0183                          SUPERSEDED SURVEY CONTROL
 NE0183
 NE0183  NGVD 29 (??/??/92)  175.899  (m)          577.10   (f) ADJ UNCH    1 0
 NE0183
 NE0183.Superseded values are not recommended for survey control.
 NE0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0183.See file dsdata.txt to determine how the superseded data were derived.
 NE0183
 NE0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH516178(NAD 83)
 NE0183_MARKER: P = PIPE CAP
 NE0183_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0183_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0183
 NE0183  HISTORY     - Date     Condition        Report By
 NE0183  HISTORY     - 1970     MONUMENTED       USLS
 NE0183  HISTORY     - 1970     GOOD             USLS
 NE0183  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 NE0183
 NE0183                          STATION DESCRIPTION
 NE0183
 NE0183'DESCRIBED BY US LAKE SURVEY 1970
 NE0183'AT SELFRIDGE AFB.
 NE0183'GOLF IS IN MACOMB COUNTY, MICHIGAN, ON SELFRIDGE AIR FORCE BASE, AT
 NE0183'SOUTH GOLF GATE OPPOSITE PENTA MARINA 30292 NORTH RIVER ROAD,
 NE0183'ABOUT 130 FEET NORTH OF CENTERLINE OF NORTH RIVER ROAD, 92.5
 NE0183'FEET NORTHERLY OF A 8-INCH DIAMETER STEEL GATE POST ON WEST
 NE0183'SIDE OF ENTRANCE, 72.1 FEET NORTHWEST OF UTILITY POLE JUST SOUTH
 NE0183'OF GUARD SHACK, 51.0 FEET WESTERLY OF NORTHWEST CORNER OF 12 X 12
 NE0183'FOOT CONCRETE GUARD SHACK FOUNDATION, 46.2 FEET NORTHEASTERLY
 NE0183'OF NORTH FACE OF HEADWALL OF DRAINAGE DITCH ON WEST SIDE OF
 NE0183'ENTRANCE ROAD, 38.8 FEET SOUTHWEST OF UTILITY POLE JUST SOUTHEAST
 NE0183'OF T-INTERSECTION, 8.6 FEET NORTHEAST OF A 2-INCH DIAMETER TREE,
 NE0183'1-1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 NE0183'OF A STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED
 NE0183'STEEL PIPE, 62 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH
 NE0183'DIAMETER STEEL PIPE AND THE MARK IS PROTECTED BY A 6-INCH
 NE0183'DIAMETER CONCRETE PIPE WITH COVER 1-FOOT BELOW THE GROUND SURFACE.
 NE0183'NOTE-- BM 1970.
 NE0183
 NE0183                          STATION RECOVERY (1980)
 NE0183
 NE0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0183'MARK NOT FOUND.
 NE0183
 NE0183                          STATION RECOVERY (2001)
 NE0183
 NE0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NE0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0084 ***********************************************************************
 OJ0084  DESIGNATION -  GOLF USLS
 OJ0084  PID         -  OJ0084
 OJ0084  STATE/COUNTY-  MI/SANILAC
 OJ0084  USGS QUAD   -  PORT SANILAC (1963)
 OJ0084
 OJ0084                         *CURRENT SURVEY CONTROL
 OJ0084  ___________________________________________________________________
 OJ0084* NAD 83(1986)-  43 28 17.     (N)    082 33 27.     (W)     SCALED    
 OJ0084* NAVD 88     -       187.306  (meters)     614.52   (feet)  ADJUSTED  
 OJ0084  ___________________________________________________________________
 OJ0084  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OJ0084  DYNAMIC HT  -         187.270 (meters)     614.40  (feet)  COMP
 OJ0084  MODELED GRAV-     980,426.1   (mgal)                       NAVD 88
 OJ0084
 OJ0084  VERT ORDER  -  FIRST     CLASS 0
 OJ0084
 OJ0084.The horizontal coordinates were scaled from a topographic map and have
 OJ0084.an estimated accuracy of +/- 6 seconds.
 OJ0084
 OJ0084.The orthometric height was determined by differential leveling
 OJ0084.and adjusted by the National Geodetic Survey in June 1991..
 OJ0084
 OJ0084.The geoid height was determined by GEOID03.
 OJ0084
 OJ0084.The dynamic height is computed by dividing the NAVD 88
 OJ0084.geopotential number by the normal gravity value computed on the
 OJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0084.degrees latitude (g = 980.6199 gals.).
 OJ0084
 OJ0084.The modeled gravity was interpolated from observed gravity values.
 OJ0084
 OJ0084;                    North         East    Units  Estimated Accuracy
 OJ0084;SPC MI S     -   220,560.    4,146,370.      MT  (+/- 180 meters Scaled)
 OJ0084
 OJ0084                          SUPERSEDED SURVEY CONTROL
 OJ0084
 OJ0084  NGVD 29 (??/??/??)  187.423  (m)          614.90   (f) ADJUSTED    1 0
 OJ0084
 OJ0084.Superseded values are not recommended for survey control.
 OJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0084.See file dsdata.txt to determine how the superseded data were derived.
 OJ0084
 OJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ740143(NAD 83)
 OJ0084_MARKER: Z = SEE DESCRIPTION
 OJ0084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0084_SP_SET: CULVERT
 OJ0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0084
 OJ0084  HISTORY     - Date     Condition        Report By
 OJ0084  HISTORY     - 1970     MONUMENTED       USLS
 OJ0084  HISTORY     - 1970     GOOD             USLS
 OJ0084  HISTORY     - 1980     GOOD             NGS
 OJ0084  HISTORY     - 19940718 GOOD             USPSQD
 OJ0084  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0084
 OJ0084                          STATION DESCRIPTION
 OJ0084
 OJ0084'DESCRIBED BY US LAKE SURVEY 1970
 OJ0084'2.8 MI N FROM PORT SANILAC.
 OJ0084'GOLF IS IN SANILAC COUNTY, MICHIGAN, ABOUT 2.8 MILES NORTH ON
 OJ0084'U.S. 25 OF THE INTERSECTION OF HIGHWAY M-46 AND LAKESHORE ROAD
 OJ0084'(U.S. 25) IN PORT SANILAC, ABOUT 150 FEET SOUTH OF THE CENTERLINE
 OJ0084'OF DRIVE LEADING TO HURON SHORES GOLF CLUB, 24 FEET WEST OF THE
 OJ0084'CENTERLINE OF U.S. 25, 0.8 FEET SOUTH OF THE NORTH FACE AND
 OJ0084'0.4 FEET WEST OF THE EAST FACE OF A CONCRETE CULVERT, BEING
 OJ0084'THE HIGHEST POINT ON TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET
 OJ0084'INTO THE TOP OF THE CULVERT.  BM GOLF 1970.
 OJ0084
 OJ0084                          STATION RECOVERY (1980)
 OJ0084
 OJ0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0084'4.8 KILOMETERS (3.0 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0084'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, NEAR THE JUNCTION
 OJ0084'OF A PAVED ROAD LEADING TO THE HURON SHORES GOLF CLUB, SET NEAR
 OJ0084'THE NORTH END OF A CONCRETE CULVERT ON THE WEST SIDE OF THE
 OJ0084'HIGHWAY, 45.7 METERS (150.0 FEET) SOUTH OF THE CENTER OF THE PAVED
 OJ0084'DRIVE, 7.3 METERS (24.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0084'0.25 METER (0.8 FEET) SOUTH OF THE NORTH END OF THE CULVERT.
 OJ0084'THE MARK IS 0.7 M BELOW HIGHWAY.
 OJ0084
 OJ0084                          STATION RECOVERY (1994)
 OJ0084
 OJ0084'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0084'RECOVERED IN GOOD CONDITION.
 OJ0084
 OJ0084                          STATION RECOVERY (2001)
 OJ0084
 OJ0084'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0800 ***********************************************************************
 QK0800  DESIGNATION -  GOODHART
 QK0800  PID         -  QK0800
 QK0800  STATE/COUNTY-  MI/EMMET
 QK0800  USGS QUAD   -  
 QK0800
 QK0800                         *CURRENT SURVEY CONTROL
 QK0800  ___________________________________________________________________
 QK0800* NAD 83(1994)-  45 35 24.76363(N)    085 04 36.46807(W)     ADJUSTED  
 QK0800* NAVD 88     -       330.     (meters)    1083.     (feet)  SCALED    
 QK0800  ___________________________________________________________________
 QK0800  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 QK0800  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0800
 QK0800  HORZ ORDER  -  FIRST
 QK0800
 QK0800.The horizontal coordinates were established by classical geodetic methods
 QK0800.and adjusted by the National Geodetic Survey in February 1997..
 QK0800
 QK0800.The orthometric height was scaled from a topographic map.
 QK0800
 QK0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0800
 QK0800.The geoid height was determined by GEOID03.
 QK0800
 QK0800;                    North         East     Units Scale Factor Converg.
 QK0800;SPC MI C     -   252,884.954 5,944,588.328   MT  0.99997646   -0 30 05.9
 QK0800;SPC MI C     -   829,675.05 19,503,242.55   iFT  0.99997646   -0 30 05.9
 QK0800;UTM  16      - 5,050,317.741   650,013.049   MT  0.99987668   +1 22 26.8
 QK0800
 QK0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0800!SPC MI C     -   0.99995379  x   0.99997646  =   0.99993025
 QK0800!UTM  16      -   0.99995379  x   0.99987668  =   0.99983047
 QK0800
 QK0800:                Primary Azimuth Mark                     Grid Az
 QK0800:SPC MI C     -  CROSS VILLAGE                            009 32 54.7
 QK0800:UTM  16      -  CROSS VILLAGE                            007 40 22.0
 QK0800
 QK0800|---------------------------------------------------------------------|
 QK0800| PID    Reference Object                     Distance      Geod. Az  |
 QK0800|                                                           dddmmss.s |
 QK0800| QK0797 CROSS VILLAGE                       APPROX. 4.4 KM 0090248.8 |
 QK0800| QK0764 PELLSTON LOOKOUT TOWER              APPROX.17.8 KM 1085333.3 |
 QK0800| CH1185 GOODHART RM 1                                      13929     |
 QK0800| CH1186 GOODHART RM 2                        59.216 METERS 21704     |
 QK0800| QK0837 SOUTH FOX ISLAND LIGHT              APPROX.64.0 KM 2484009.8 |
 QK0800| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.39.5 KM 2795809.3 |
 QK0800| CH1187 GOODHART RM 3                        43.928 METERS 30812     |
 QK0800| QK0801 SKILLIGALLEE LH USLS 1854           APPROX.12.1 KM 3220826.6 |
 QK0800| QK0794 GRAYS REEF LIGHT                    APPROX.20.4 KM 3425644.8 |
 QK0800| QK0795 WHITE SHOAL LH USLS 1913            APPROX.28.3 KM 3504038.4 |
 QK0800| QK0792 WAUGOSHANCE LH USLS 1902            APPROX.21.9 KM 3565827.9 |
 QK0800|---------------------------------------------------------------------|
 QK0800
 QK0800                          SUPERSEDED SURVEY CONTROL
 QK0800
 QK0800  NAD 83(1986)-  45 35 24.75848(N)    085 04 36.46761(W) AD(       ) 1
 QK0800  NAD 27      -  45 35 24.72180(N)    085 04 36.23480(W) AD(       ) 1
 QK0800
 QK0800.Superseded values are not recommended for survey control.
 QK0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0800.See file dsdata.txt to determine how the superseded data were derived.
 QK0800
 QK0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5001350318(NAD 83)
 QK0800
 QK0800  HISTORY     - Date     Condition        Report By
 QK0800  HISTORY     - 1903     MONUMENTED       USLS
 QK0800  HISTORY     - 1931     SEE DESCRIPTION  CGS
 QK0800  HISTORY     - 1932     SEE DESCRIPTION  USLS
 QK0800  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0800  HISTORY     - 19960814 GOOD             USPSQD
 QK0800
 QK0800                          STATION DESCRIPTION
 QK0800
 QK0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 QK0800'ABOUT 17 MILES NORTH OF HARBOR SPRINGS AND 4 MILES SOUTH OF
 QK0800'WEST OF CROSS
 QK0800'VILLAGE, IN SW 1/4 NW 1/4 SEC. 20, T. 37 N., R. 6 W., ON LAND SAID TO
 QK0800'BELONG TO JAMES HENDERSON OF
 QK0800'HARBOR SPRINGS.  TO REACH FROM CROSS VILLAGE,
 QK0800'FOLLOW HARBOR SPRINGS ROAD (NOT THE SHORE ROAD)
 QK0800'3.9 MILES TO CORNER WHERE MAIN
 QK0800'ROAD TURNS EAST, TURN WEST 1.6 MILES TO CORNER, THENCE STRAIGHT
 QK0800'WEST ON DIRT ROAD 0.6 MILE TO
 QK0800'VACANT FARM.  TURN NORTH AT HOUSE AND FOLLOW WAGON TRACK ACROSS
 QK0800'FIELD NORTHWEST 1/4 MILE TO
 QK0800'STATION, IN CLEARED FIELD, 2-1/2 FEET WEST OF OLD BURNT STUMP,
 QK0800'IN CENTER OF SMALL ROCK PILE.  MARK IS COPPER
 QK0800'PIN IN A CONCRETE BLOCK, 1 FOOT BELOW
 QK0800'SURFACE OF GROUND.  REFERENCE MONUMENT BEARS S. 40 DEGREES 32
 QK0800'MIN E., AND IS DISTANT 1,413.8 FEET FROM
 QK0800'STATION.  WITNESS POINTS ARE- EAST-WEST-SOUTH FENCE CORNER, S. 11
 QK0800'DEGREES 47 MIN E., ABOUT 600 FEET DISTANT,
 QK0800'WEST-SOUTH FENCE CORNER, S. 27 DEGREES 32 MIN W., ABOUT 300 FEET
 QK0800'DISTANT, NORTH-SOUTH-EAST FENCE CORNER, S.
 QK0800'69 DEGREES 45 MIN E., ABOUT 700 FEET DISTANT FROM
 QK0800'STATION.  STATION RECOVERED IN 1931 AND TWO REFERENCE MARKS
 QK0800'WERE ESTABLISHED, STANDARD
 QK0800'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN SOUTHWEST CORNER
 QK0800'OF WOOD LOT, IN FENCE LINE
 QK0800'BETWEEN WOOD LOT AND OLD ORCHARD, 8 METERS (26 FEET)
 QK0800'NORTH OF CENTER LINE OF ROAD, 1/2 MILE
 QK0800'WEST OF INTERSECTION WITH GRAVEL ROAD, 0.1
 QK0800'MILE EAST OF ENTRANCE INTO OLD DESERTED FARMYARD, AND
 QK0800'APPROXIMATELY 1/4 MILE FROM
 QK0800'STATION IN AZIMUTH 319 DEGREES 28 MIN 44 SEC.  NO. 2 IS 1 FOOT EAST
 QK0800'OF BROKEN-OFF CORNER POST AT INTERSECTION OF
 QK0800'EAST-AND-WEST AND NORTH-AND-SOUTH WIRE FENCES, IN OPEN FIELD, AND
 QK0800'59.19 METERS (194.2 FEET) FROM
 QK0800'STATION IN AZIMUTH 37 DEGREES 04 MIN.
 QK0800
 QK0800                          STATION RECOVERY (1932)
 QK0800
 QK0800'RECOVERY NOTE BY US LAKE SURVEY 1932
 QK0800'STATION RECOVERED IN GOOD CONDITION.  IT IS ABOUT 5 MI. S BY W OF
 QK0800'CROSS VILLAGE ON THE
 QK0800'FARM OF HOWARD VORCE, APPROXIMATELY 1500 FT. W OF
 QK0800'THE N-S ROAD WHICH RUNS THROUGH
 QK0800'THE CENTER OF SECTION 17, 3 FT. E
 QK0800'OF AN OLD BIRCH STUMP SURROUNDED BY A PILE OF
 QK0800'STONES AND ON THE
 QK0800'HIGHEST POINT IN THE VICINITY.  MARKED BY A 1/4-IN. BRASS BOLT,
 QK0800'SET IN A 12-
 QK0800'BY 36-IN. CONCRETE MONUMENT 1.4 FT. BELOW
 QK0800'GROUND SURFACE
 QK0800'
 QK0800'REFERENCE MARK 1 IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET
 QK0800'IN A CONCRETE
 QK0800'MONUMENT, 2.5 FT. N OF THE FENCE ON THE N SIDE OF
 QK0800'THE HIGHWAY, IN A N-S FENCE
 QK0800'LINE, BEARS S 40 DEGREES 32 E, 1414.4 FT.
 QK0800'FROM THE STATION.
 QK0800'
 QK0800'REFERENCE MARK 2 IS A U.S.C. AND G.S. REFERENCE-MARK DISK, SET
 QK0800'IN A CONCRETE
 QK0800'MONUMENT, 218 FT. S OF THE NE FENCE CORNER IN A N-S
 QK0800'FENCE LINE, BEARS S 37 DEGREES
 QK0800'04 W, 194.3 FT. FROM THE STATION.
 QK0800'
 QK0800'TO REACH FROM THE POST OFFICE IN CROSS VILLAGE, GO SW ON
 QK0800'LAKE SHORE ROAD
 QK0800'FOR 4 MI., TURN E AND GO 0.3 MI. TO ISLAND VIEW
 QK0800'SCHOOLHOUSE, TURN S AND GO 1.5 MI.
 QK0800'TO THE END OF THE ROAD, TURN W
 QK0800'AND CONTINUE 0.3 MI. AND TURN N INTO THE FARM OF
 QK0800'HOWARD VORCE.
 QK0800
 QK0800                          STATION RECOVERY (1956)
 QK0800
 QK0800'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0800'THE STATION AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AND FOUND IN
 QK0800'GOOD CONDITION THE DISTANCE AND
 QK0800'DIRECTIONS TO REFERENCE MARKS NOS. 1 AND 2 CHECKED WITH THE 1931
 QK0800'DISTANCE AND DIRECTIONS.  A NEW
 QK0800'REFERENCE MARK NO. 3 WAS ESTABLISHED BY THIS PARTY.
 QK0800'
 QK0800'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 QK0800'
 QK0800'THE STATION IS LOCATED ABOUT 14 1/2 MILES WEST OF THE VILLAGE OF
 QK0800'PELLSTON, 11 MILES NORTHWEST OF
 QK0800'HARBOR SPRINGS AND 4 1/2 MILES SOUTH-SOUTHWEST OF CROSS VILLAGE, ON
 QK0800'THE HIGHEST POINT OF A SMALL RIDGE, NEAR
 QK0800'THE NORTHWEST CORNER OF A PASTURE AND ON LAND OWNED
 QK0800'BY MR. HOWARD VORCE.  IT IS 146 FEET SOUTHEAST
 QK0800'OF A WHITE WITNESS POST AND 116 FEET EAST
 QK0800'OF A NORTH-SOUTH FENCE LINE.  THE MARK IS A BRASS PIN WITH A
 QK0800'POINT IN THE CENTER OF THE TOP, SET
 QK0800'IN A 12 BY 12 BY 36 INCH CONCRETE MONUMENT 10 INCHES BELOW THE GROUND
 QK0800'SURFACE.
 QK0800'
 QK0800'TO REACH THE STATION FROM THE POST OFFICE IN CROSS VILLAGE, GO
 QK0800'SOUTHWEST ON STATE HIGHWAY M
 QK0800'131 FOR 3.55 MILES TO A GRAVELED SIDE ROAD LEFT.  TURN LEFT AND GO
 QK0800'EAST ON GRAVELED ROAD FOR 0.75
 QK0800'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED
 QK0800'ROAD FOR 1.5 MILES TO A T-ROAD
 QK0800'INTERSECTION.  TURN RIGHT AND GO WEST ON DIRT ROAD FOR
 QK0800'0.2 MILE TO THE TOP OF HILL AND REFERENCE MARK 1
 QK0800'IN FENCE CORNER ON THE RIGHT, NORTH SIDE
 QK0800'OF ROAD.  CONTINUE WEST ON DIRT ROAD FOR 0.05 MILE TO A WIRE GATE
 QK0800'IN FENCE LINE ON THE RIGHT.  TURN
 QK0800'RIGHT THROUGH GATE AND GO NORTH ACROSS PASTURE FOR 0.25 MILE TO THE
 QK0800'HIGHEST POINT AND STATION AS
 QK0800'DESCRIBED.
 QK0800'
 QK0800'REFERENCE MARK 1 IS 30 FEET NORTH OF THE CENTERLINE OF DIRT ROAD, 2
 QK0800'FEET NORTH OF AN EAST-WEST
 QK0800'FENCE LINE, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE AND 1 FOOT NORTH
 QK0800'OF A WHITE WITNESS POST.  THE MARK
 QK0800'PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED GOODHART
 QK0800'USLS NO 1 1931.
 QK0800'
 QK0800'REFERENCE MARK 2 IS 3 FEET SOUTH OF A FENCE CORNER AND 1 FOOT EAST OF
 QK0800'A NORTH-SOUTH FENCE LINE.  THE
 QK0800'MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED GOODHART USLS NO
 QK0800'2 1931.
 QK0800'
 QK0800'REFERENCE MARK 3 IS 2 1/2 FEET SOUTH OF THE WHITE WITNESS POST AND 1
 QK0800'FOOT EAST OF A NORTH-SOUTH
 QK0800'FENCE LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 QK0800'GOODHART USLS NO 3 1956.
 QK0800'
 QK0800'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0800
 QK0800                          STATION RECOVERY (1996)
 QK0800
 QK0800'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0604 ***********************************************************************
 QK0604  DESIGNATION -  GOOSE ISLAND USLS 1896
 QK0604  PID         -  QK0604
 QK0604  STATE/COUNTY-  MI/MACKINAC
 QK0604  USGS QUAD   -  GOOSE ISLAND (1975)
 QK0604
 QK0604                         *CURRENT SURVEY CONTROL
 QK0604  ___________________________________________________________________
 QK0604* NAD 83(1994)-  45 55 34.39280(N)    084 25 59.42700(W)     ADJUSTED  
 QK0604* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0604  ___________________________________________________________________
 QK0604  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 QK0604  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0604
 QK0604  HORZ ORDER  -  FIRST
 QK0604
 QK0604.The horizontal coordinates were established by classical geodetic methods
 QK0604.and adjusted by the National Geodetic Survey in February 1997..
 QK0604
 QK0604.The orthometric height was scaled from a topographic map.
 QK0604
 QK0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0604
 QK0604.The geoid height was determined by GEOID03.
 QK0604
 QK0604;                    North         East     Units Scale Factor Converg.
 QK0604;SPC MI N     -   130,248.247 8,199,048.663   MT  0.99992237   +1 51 19.0
 QK0604;SPC MI N     -   427,323.65 26,899,765.95   iFT  0.99992237   +1 51 19.0
 QK0604;UTM  16      - 5,089,053.951   699,017.201   MT  1.00008695   +1 50 41.0
 QK0604
 QK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0604!SPC MI N     -   0.99997741  x   0.99992237  =   0.99989978
 QK0604!UTM  16      -   0.99997741  x   1.00008695  =   1.00006436
 QK0604
 QK0604:                Primary Azimuth Mark                     Grid Az
 QK0604:SPC MI N     -  MACKINAC ISLAND USLS 1851                240 06 38.4
 QK0604:UTM  16      -  MACKINAC ISLAND USLS 1851                240 07 16.4
 QK0604
 QK0604|---------------------------------------------------------------------|
 QK0604| PID    Reference Object                     Distance      Geod. Az  |
 QK0604|                                                           dddmmss.s |
 QK0604| QK0727 MACKINAC ISLAND USLS 1851           APPROX.16.1 KM 2415757.4 |
 QK0604|---------------------------------------------------------------------|
 QK0604
 QK0604                          SUPERSEDED SURVEY CONTROL
 QK0604
 QK0604  NAD 83(1986)-  45 55 34.38436(N)    084 25 59.42528(W) AD(       ) 1
 QK0604  NAD 27      -  45 55 34.34000(N)    084 25 59.29400(W) AD(       ) 1
 QK0604
 QK0604.Superseded values are not recommended for survey control.
 QK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0604.See file dsdata.txt to determine how the superseded data were derived.
 QK0604
 QK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9901789054(NAD 83)
 QK0604
 QK0604  HISTORY     - Date     Condition        Report By
 QK0604  HISTORY     - 1896     MONUMENTED       CGS
 QK0604  HISTORY     - 1920     SEE DESCRIPTION  USLS
 QK0604  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0604
 QK0604                          STATION DESCRIPTION
 QK0604
 QK0604'DESCRIBED BY US LAKE SURVEY 1920
 QK0604'ABOUT 96 FEET FROM WEST END OF GOOSE ISLAND, CEDAR TOWNSHIP.  MARK IS
 QK0604'CROSS ON FIELD
 QK0604'STONE, IMBEDDED IN BLOCK OF CONCRETE, ABOUT 2-1/2 FEET BELOW SURFACE
 QK0604'OF GROUND.  OVER MARK IS ANOTHER
 QK0604'BLOCK OF CONCRETE WITH NAIL AS CENTER.
 QK0604
 QK0604                          STATION RECOVERY (1964)
 QK0604
 QK0604'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0604'BY BOAT FROM HESSEL.  ON THE NORTHERLY END OF GOOSE ISLAND.  ABOUT
 QK0604'410 FEET SOUTH OF
 QK0604'THE NORTH END OF THE ISLAND, 115 FEET EAST OF THE WATERS EDGE, ON A
 QK0604'FLAT GRASSY BANK, THE HIGHEST
 QK0604'POINT ON THE ISLAND.
 QK0604'
 QK0604'STATION SUB-SURFACE MARK IS A CROSS CUT ON A FIELD STONE EMBEDDED IN
 QK0604'A BLOCK OF CONCRETE WITH ITS TOP 2-1/2 FEET BELOW
 QK0604'THE SURFACE.  THE SURFACE MARK IS A NAIL SET IN A BLOCK OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0781 ***********************************************************************
 QK0781  DESIGNATION -  GOUDREAU USLS 1902
 QK0781  PID         -  QK0781
 QK0781  STATE/COUNTY-  MI/MACKINAC
 QK0781  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0781
 QK0781                         *CURRENT SURVEY CONTROL
 QK0781  ___________________________________________________________________
 QK0781* NAD 83(1994)-  45 52 17.03072(N)    084 48 49.98263(W)     ADJUSTED  
 QK0781* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 QK0781  ___________________________________________________________________
 QK0781  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 QK0781  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0781
 QK0781  HORZ ORDER  -  FIRST
 QK0781
 QK0781.The horizontal coordinates were established by classical geodetic methods
 QK0781.and adjusted by the National Geodetic Survey in February 1997..
 QK0781
 QK0781.The orthometric height was scaled from a topographic map.
 QK0781
 QK0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0781
 QK0781.The geoid height was determined by GEOID03.
 QK0781
 QK0781;                    North         East     Units Scale Factor Converg.
 QK0781;SPC MI N     -   123,272.406 8,169,702.048   MT  0.99992878   +1 34 48.4
 QK0781;SPC MI N     -   404,437.03 26,803,484.41   iFT  0.99992878   +1 34 48.4
 QK0781;UTM  16      - 5,082,082.895   669,666.560   MT  0.99995391   +1 34 10.3
 QK0781
 QK0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0781!SPC MI N     -   0.99997559  x   0.99992878  =   0.99990437
 QK0781!UTM  16      -   0.99997559  x   0.99995391  =   0.99992950
 QK0781
 QK0781:                Primary Azimuth Mark                     Grid Az
 QK0781:SPC MI N     -  MACKINAC WEST BASE                       159 38 42.2
 QK0781:UTM  16      -  MACKINAC WEST BASE                       159 39 20.3
 QK0781
 QK0781|---------------------------------------------------------------------|
 QK0781| PID    Reference Object                     Distance      Geod. Az  |
 QK0781|                                                           dddmmss.s |
 QK0781| QK0779 MACKINAC WEST BASE                  APPROX. 9.9 KM 1611330.6 |
 QK0781|---------------------------------------------------------------------|
 QK0781
 QK0781                          SUPERSEDED SURVEY CONTROL
 QK0781
 QK0781  NAD 83(1986)-  45 52 17.02376(N)    084 48 49.98157(W) AD(       ) 1
 QK0781  NAD 27      -  45 52 16.98300(N)    084 48 49.78800(W) AD(       ) 1
 QK0781
 QK0781.Superseded values are not recommended for survey control.
 QK0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0781.See file dsdata.txt to determine how the superseded data were derived.
 QK0781
 QK0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6966782083(NAD 83)
 QK0781_MARKER: Z = SEE DESCRIPTION
 QK0781_SETTING: 0 = UNSPECIFIED SETTING
 QK0781_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0781
 QK0781  HISTORY     - Date     Condition        Report By
 QK0781  HISTORY     - 1902     MONUMENTED       USLS
 QK0781  HISTORY     - 1949     SEE DESCRIPTION  USLS
 QK0781  HISTORY     - 1975     GOOD             MIDH
 QK0781  HISTORY     - 19950702 GOOD             USPSQD
 QK0781  HISTORY     - 20030607 GOOD             USPSQD
 QK0781
 QK0781                          STATION DESCRIPTION
 QK0781
 QK0781'DESCRIBED BY US LAKE SURVEY 1902
 QK0781'AT GROS CAP, ON PROJECTING POINT OF BLUFF BELONGING TO ABRAIN
 QK0781'GOUDREAU, AND ABUT 1,215 FEET N. 38
 QK0781'DEG 11 MIN E. FROM SOUTHWEST CORNER OF HIS FRAME RESIDENCE.  MARKED
 QK0781'BY SPIKE CEMENTED IN ROCK AT BOTTOM
 QK0781'OF HOLE 12 INCHES SQUARE AND 8 INCHES DEEP.  THE
 QK0781'ROCK WAS COVERED BY 18 INCHES OF LOOSE STONE
 QK0781'AND EARTH, AND HOLE FACED WITH MORTAR
 QK0781'2 INCHES THICK WHICH WAS INSCRIBED U.S. 1902.  REFERENCE MARKS
 QK0781'ARE CONCRETE MONUMENTS.
 QK0781'ONE IS 12 BY 12 BY 30 INCHES, PROJECTING 15 INCHES ABOVE GROUND
 QK0781'AND MARKED U.S. 1902, AND IS
 QK0781'NEAR EDGE OF BLUFF, 20 FEET FROM STATION, ON LINE TO
 QK0781'ST. HELENA LIGHTHOUSE, AND BEARS S. 64 DEG 47
 QK0781'MIN W.  ANOTHER, 12 BY 12 BY 20 INCHES,
 QK0781'NOT MARKED, AND PROJECTING 15 INCHES ABOVE SURFACE OF SOLID
 QK0781'ROCK, IS NEAR EDGE OF BLUFF,
 QK0781'20 FEET FROM STATION, ON LINE TO MCGULPIN POINT LIGHTHOUSE, AND BEARS
 QK0781'S.  18 DEG 42 MIN E.  A
 QK0781'THIRD, 8 BY 8 BY 36 INCHES, WITH TOP PROJECTING 1 FOOT ABOVE SURFACE
 QK0781'OF GROUND, MARKED U.S. 1902, IS IN
 QK0781'LINE OF RAIL FENCE ALONG NORTHERLY SIDE OF
 QK0781'HIGHWAY, AND 695 FEET FROM STATION ON LINE TO
 QK0781'MCGULPIN POINT LIGHTHOUSE.
 QK0781
 QK0781                          STATION RECOVERY (1949)
 QK0781
 QK0781'RECOVERY NOTE BY US LAKE SURVEY 1949
 QK0781'STATION RECOVERED IN GOOD CONDITION.  LOCATED ABOUT 1/4 MI. N OF
 QK0781'THE LAKESHORE, ON
 QK0781'THE PROJECTING POINT OF A BLUFF, ABOUT 36 FT.
 QK0781'FROM THE EDGE, AND ABOUT 235 FT. S
 QK0781'OF THE CENTERLINE OF U.S. HIGHWAY
 QK0781'2.  MARKED BY A SPIKE, SET IN THE SOLID ROCK BOTTOM
 QK0781'OF A 12-IN.
 QK0781'SQUARE HOLE, 1.5 FT. BELOW GROUND SURFACE, AND INSCRIBED US 1902.
 QK0781'SURFACE MONUMENT
 QK0781'IS A 7-IN. CEDAR POST WITH A THREE-SIDED TOP,
 QK0781'PROJECTING 3 FT. ABOVE GROUND
 QK0781'SURFACE, INSCRIBED WITH A TRIANGLE
 QK0781'BELOW THE LETTERS USLS.
 QK0781'
 QK0781'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN THE TOP OF A
 QK0781'4-FT. GRAY GRANITE
 QK0781'BOULDER, BEARS N 2 DEG 08 MIN (TRUE), 8.7 FT. FROM
 QK0781'THE STATION.
 QK0781'
 QK0781'REFERENCE MONUMENT 2 IS THE PERIOD AFTER THE U IN INSCRIPTION
 QK0781'U.S. 1902 ON THE
 QK0781'TOP OF A 10-IN. CONCRETE MONUMENT, PROJECTING
 QK0781'2 FT. ABOVE GROUND SURFACE, BEARS S
 QK0781'64 DEG 15 MIN W (TRUE) 19.9
 QK0781'FT. FROM THE STATION, AND ON LINE BETWEEN THE STATION
 QK0781'AND ST.
 QK0781'HELENA LIGHTHOUSE.
 QK0781'
 QK0781'BROKEN REFERENCE MONUMENT IS A 10-IN. SQUARE CONCRETE MONUMENT
 QK0781'PROJECTING 0.5 FT.
 QK0781'ABOVE GROUND SURFACE, BEARS S 18 DEG 33 MIN E
 QK0781'(TRUE), 20 FT. FROM THE STATION.
 QK0781'
 QK0781'TO REACH FROM THE RAILWAY STATION IN ST. IGNACE, PROCEED W
 QK0781'ON U.S. HIGHWAY 2
 QK0781'FOR 5.8 MI. TO A CLEARING ON THE LEFT SIDE OF
 QK0781'THE ROAD, GO S ACROSS THE CLEARING
 QK0781'FOR 235 FT. TO THE STATION.
 QK0781
 QK0781                          STATION RECOVERY (1975)
 QK0781
 QK0781'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (MAC)
 QK0781'STATION RECOVERED GOOD.
 QK0781'
 QK0781'STATION RECOVERED AS DESCRIBED, AREA COMPLETELY GROWN OVER.
 QK0781'
 QK0781'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES WEST OF
 QK0781'ST. IGNACE.
 QK0781
 QK0781                          STATION RECOVERY (1995)
 QK0781
 QK0781'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0781'RECOVERED IN GOOD CONDITION.
 QK0781
 QK0781                          STATION RECOVERY (2003)
 QK0781
 QK0781'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0781'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1221 ***********************************************************************
 RJ1221  DESIGNATION -  GOULD
 RJ1221  PID         -  RJ1221
 RJ1221  STATE/COUNTY-  MI/MACKINAC
 RJ1221  USGS QUAD   -  CURTIS EAST (1973)
 RJ1221
 RJ1221                         *CURRENT SURVEY CONTROL
 RJ1221  ___________________________________________________________________
 RJ1221* NAD 83(1994)-  46 08 41.82774(N)    085 41 52.72491(W)     ADJUSTED  
 RJ1221* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 RJ1221  ___________________________________________________________________
 RJ1221  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 RJ1221  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 RJ1221
 RJ1221  HORZ ORDER  -  SECOND
 RJ1221
 RJ1221.The horizontal coordinates were established by classical geodetic methods
 RJ1221.and adjusted by the National Geodetic Survey in February 1997..
 RJ1221
 RJ1221.The orthometric height was scaled from a topographic map.
 RJ1221
 RJ1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1221
 RJ1221.The geoid height was determined by GEOID03.
 RJ1221
 RJ1221;                    North         East     Units Scale Factor Converg.
 RJ1221;SPC MI N     -   152,161.722 8,100,581.138   MT  0.99990582   +0 56 27.9
 RJ1221;SPC MI N     -   499,218.25 26,576,709.77   iFT  0.99990582   +0 56 27.9
 RJ1221;UTM  16      - 5,110,976.817   600,554.564   MT  0.99972430   +0 56 20.3
 RJ1221
 RJ1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1221!SPC MI N     -   0.99996974  x   0.99990582  =   0.99987557
 RJ1221!UTM  16      -   0.99996974  x   0.99972430  =   0.99969405
 RJ1221
 RJ1221:                Primary Azimuth Mark                     Grid Az
 RJ1221:SPC MI N     -  WILDWOOD                                 022 21 26.3
 RJ1221:UTM  16      -  WILDWOOD                                 022 21 33.9
 RJ1221
 RJ1221|---------------------------------------------------------------------|
 RJ1221| PID    Reference Object                     Distance      Geod. Az  |
 RJ1221|                                                           dddmmss.s |
 RJ1221| RJ1222 WILDWOOD                            APPROX.11.5 KM 0231754.2 |
 RJ1221| RJ1220 GOULD 1965 RM 1                      41.845 METERS 14526     |
 RJ1221| CH1188 GOULD RM 2                           22.895 METERS 21958     |
 RJ1221| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX.13.4 KM 2494048.3 |
 RJ1221|---------------------------------------------------------------------|
 RJ1221
 RJ1221                          SUPERSEDED SURVEY CONTROL
 RJ1221
 RJ1221  NAD 83(1986)-  46 08 41.82207(N)    085 41 52.72238(W) AD(       ) 2
 RJ1221  NAD 27      -  46 08 41.86597(N)    085 41 52.32333(W) AD(       ) 2
 RJ1221
 RJ1221.Superseded values are not recommended for survey control.
 RJ1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1221.See file dsdata.txt to determine how the superseded data were derived.
 RJ1221
 RJ1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0055510977(NAD 83)
 RJ1221_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1221_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1221
 RJ1221  HISTORY     - Date     Condition        Report By
 RJ1221  HISTORY     - 1965     MONUMENTED       CGS
 RJ1221  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1221  HISTORY     - 19950816 GOOD             USPSQD
 RJ1221  HISTORY     - 20021111 GOOD             USPSQD
 RJ1221  HISTORY     - 20060915 MARK NOT FOUND   USPSQD
 RJ1221
 RJ1221                          STATION DESCRIPTION
 RJ1221
 RJ1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1221'THE STATION IS LOCATED AT THE SITE OF THE GOULD CITY LOOKOUT TOWER,
 RJ1221'ABOUT 4-1/2 MILES
 RJ1221'SOUTH-SOUTHEAST OF CURTIS, 3-1/2 MILES NORTH OF GOULD
 RJ1221'CITY, AND ON PROPERTY OWNED BY THE
 RJ1221'STATE.
 RJ1221'
 RJ1221'TO REACH THE STATION FROM THE POST OFFICE IN GOULD CITY, GO NORTH
 RJ1221'ON A PAVED ROAD
 RJ1221'FOR 0.4 MILE TO A CROSSROAD (U.S. HIGHWAY 2).  CONTINUE
 RJ1221'NORTH ON A GRAVELED ROAD FOR 3.05
 RJ1221'MILES TO THE GOULD CITY LOOKOUT TOWER
 RJ1221'ON THE LEFT AND THE STATION ON THE LEFT.
 RJ1221'
 RJ1221'STATION MARKS ARE STANDARD DISKS STAMPED GOULD 1965.  THE SURFACE
 RJ1221'DISK IS SET IN A
 RJ1221'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT
 RJ1221'IS 123 FEET NORTHWEST OF THE
 RJ1221'NORTHWEST LEG OF THE LOOKOUT TOWER, 80
 RJ1221'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 RJ1221'AN OUTHOUSE, 63 FEET
 RJ1221'SOUTHEAST OF A 12 INCH ASPEN TREE, 22 FEET NORTH OF AN 8 INCH
 RJ1221'ASPEN TREE WITH
 RJ1221'A TRIANGULAR BLAZE ON THE NORTHEAST SIDE, AND 4.5 FEET SOUTH
 RJ1221'OF A METAL WITNESS POST.
 RJ1221'THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RJ1221'MASS OF CONCRETE 40 INCHES BELOW THE SURFACE
 RJ1221'OF THE GROUND.
 RJ1221'
 RJ1221'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GOULD NO 1 1965, IS
 RJ1221'SET IN A ROUND
 RJ1221'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 148
 RJ1221'FEET WEST OF THE CENTER OF THE
 RJ1221'GRAVELED ROAD, AND NEAR THE CENTER OF
 RJ1221'THE BASE OF THE LOOKOUT TOWER.
 RJ1221'
 RJ1221'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GOULD NO 2 1965, IS
 RJ1221'SET IN A ROUND
 RJ1221'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 RJ1221'THE GROUND.  IT IS 124 FEET
 RJ1221'WEST-NORTHWEST OF THE NORTHWEST LEG OF THE
 RJ1221'LOOKOUT TOWER, 56 FEET SOUTHWEST OF THE 8 INCH
 RJ1221'ASPEN TREE WITH THE
 RJ1221'TRIANGULAR BLAZE, 13 FEET SOUTH OF AN 8 INCH ASPEN TREE, AND 6
 RJ1221'FEET
 RJ1221'SOUTH-SOUTHWEST OF A 6 INCH ASPEN TREE.
 RJ1221'
 RJ1221'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1221'TIME.
 RJ1221'
 RJ1221'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RJ1221
 RJ1221                          STATION RECOVERY (1973)
 RJ1221
 RJ1221'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1221'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1221'ANGLES AND
 RJ1221'DISTANCES MEASURED O.K.
 RJ1221'ORIGINAL DESCRIPTION
 RJ1221'ADEQUATE.
 RJ1221'
 RJ1221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 4-1/2 MILES
 RJ1221'SSE OF CURTIS.
 RJ1221
 RJ1221                          STATION RECOVERY (1995)
 RJ1221
 RJ1221'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1221'RECOVERED IN GOOD CONDITION.
 RJ1221
 RJ1221                          STATION RECOVERY (2002)
 RJ1221
 RJ1221'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ1221'RM1 AND RM2 ALSO RECOVERED IN GOOD CONDITION
 RJ1221
 RJ1221                          STATION RECOVERY (2006)
 RJ1221
 RJ1221'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ1221'STATION GOULD AND RM 2 NOT FOUND. RM 1 FOUND IN GOOD CONDITION. THIS
 RJ1221'SITE HAS BEEN LOGGED OVER SINCE LAST RECOVERY. REGROWTH OF ASPEN AND
 RJ1221'LARGE AMOUNT OF TREE LIMB DEBRIS AT SITE MADE SEARCHING DIFFICULT. RM
 RJ1221'1 IS NEAR THE EDGE OF THE LOGGED OVER AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1220 ***********************************************************************
 RJ1220  DESIGNATION -  GOULD 1965 RM 1
 RJ1220  PID         -  RJ1220
 RJ1220  STATE/COUNTY-  MI/MACKINAC
 RJ1220  USGS QUAD   -  CURTIS EAST (1973)
 RJ1220
 RJ1220                         *CURRENT SURVEY CONTROL
 RJ1220  ___________________________________________________________________
 RJ1220* NAD 83(1994)-  46 08 40.71170(N)    085 41 51.61874(W)     ADJUSTED  
 RJ1220* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 RJ1220  ___________________________________________________________________
 RJ1220  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 RJ1220  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 RJ1220
 RJ1220  HORZ ORDER  -  SECOND
 RJ1220
 RJ1220.The horizontal coordinates were established by classical geodetic methods
 RJ1220.and adjusted by the National Geodetic Survey in February 1997..
 RJ1220
 RJ1220.The orthometric height was scaled from a topographic map.
 RJ1220
 RJ1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1220
 RJ1220.The geoid height was determined by GEOID03.
 RJ1220
 RJ1220;                    North         East     Units Scale Factor Converg.
 RJ1220;SPC MI N     -   152,127.661 8,100,605.439   MT  0.99990584   +0 56 28.7
 RJ1220;SPC MI N     -   499,106.50 26,576,789.50   iFT  0.99990584   +0 56 28.7
 RJ1220;UTM  16      - 5,110,942.761   600,578.859   MT  0.99972436   +0 56 21.0
 RJ1220
 RJ1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1220!SPC MI N     -   0.99996974  x   0.99990584  =   0.99987559
 RJ1220!UTM  16      -   0.99996974  x   0.99972436  =   0.99969411
 RJ1220
 RJ1220                          SUPERSEDED SURVEY CONTROL
 RJ1220
 RJ1220  NAD 83(1986)-  46 08 40.70603(N)    085 41 51.61621(W) AD(       ) 2
 RJ1220  NAD 27      -  46 08 40.74989(N)    085 41 51.21727(W) AD(       ) 2
 RJ1220
 RJ1220.Superseded values are not recommended for survey control.
 RJ1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1220.See file dsdata.txt to determine how the superseded data were derived.
 RJ1220
 RJ1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0057910943(NAD 83)
 RJ1220
 RJ1220  HISTORY     - Date     Condition        Report By
 RJ1220  HISTORY     - 1965     MONUMENTED       CGS
 RJ1220  HISTORY     - 19950816 GOOD             USPSQD
 RJ1220  HISTORY     - 20021111 GOOD             USPSQD
 RJ1220
 RJ1220                          STATION DESCRIPTION
 RJ1220
 RJ1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1220'THE STATION IS THE CENTER OF THE BASE OF THE TOWER,
 RJ1220'WHICH IS MARKED BY
 RJ1220'A REFERENCE MARK DISK STAMPED GOULD NO 1 1965.  IT
 RJ1220'IS A 4 LEGGED STEEL STRUCTURE WITH A
 RJ1220'METAL OBSERVATION ROOM AT THE TOP.
 RJ1220'THE OVERALL HEIGHT IS 120 FEET.
 RJ1220'
 RJ1220'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOOUTH-SOUTHEAST OF CURTIS,
 RJ1220'3-1/2 MILES NORTH
 RJ1220'OF GOULD CITY.
 RJ1220'
 RJ1220'TO REACH THE STATION FROM THE POST OFFICE IN GOULD CITY, GO NORTH
 RJ1220'ON A PAVED ROAD
 RJ1220'FOR 0.4 MILE TO A CROSSROAD (U.S. HIGHWAY 2).  CONTINUE
 RJ1220'NORTH ON A GRAVELED ROAD FOR 3.05
 RJ1220'MILES TO THE STATION ON THE LEFT.
 RJ1220'
 RJ1220'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GOULD 1965,
 RJ1220'THE DISTANCE BEING
 RJ1220'137.28 FEET, 41.845 METERS.
 RJ1220
 RJ1220                          STATION RECOVERY (1995)
 RJ1220
 RJ1220'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1220'RECOVERED IN GOOD CONDITION.
 RJ1220
 RJ1220                          STATION RECOVERY (2002)
 RJ1220
 RJ1220'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0485 ***********************************************************************
 QL0485  DESIGNATION -  GOURLEY
 QL0485  PID         -  QL0485
 QL0485  STATE/COUNTY-  MI/MENOMINEE
 QL0485  USGS QUAD   -  GOURLEY (1989)
 QL0485
 QL0485                         *CURRENT SURVEY CONTROL
 QL0485  ___________________________________________________________________
 QL0485* NAD 83(1994)-  45 36 57.92600(N)    087 24 05.94449(W)     ADJUSTED  
 QL0485* NAVD 88     -       231.     (meters)     758.     (feet)  SCALED    
 QL0485  ___________________________________________________________________
 QL0485  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 QL0485  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 QL0485
 QL0485  HORZ ORDER  -  SECOND
 QL0485
 QL0485.The horizontal coordinates were established by classical geodetic methods
 QL0485.and adjusted by the National Geodetic Survey in February 1997..
 QL0485
 QL0485.The orthometric height was scaled from a topographic map.
 QL0485
 QL0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0485
 QL0485.The geoid height was determined by GEOID03.
 QL0485
 QL0485;                    North         East     Units Scale Factor Converg.
 QL0485;SPC MI N     -    92,636.659 7,968,673.350   MT  0.99997055   -0 17 25.1
 QL0485;SPC MI N     -   303,926.05 26,143,941.44   iFT  0.99997055   -0 17 25.1
 QL0485;UTM  16      - 5,051,472.403   468,684.829   MT  0.99961206   -0 17 13.4
 QL0485
 QL0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0485!SPC MI N     -   0.99996941  x   0.99997055  =   0.99993996
 QL0485!UTM  16      -   0.99996941  x   0.99961206  =   0.99958148
 QL0485
 QL0485|---------------------------------------------------------------------|
 QL0485| PID    Reference Object                     Distance      Geod. Az  |
 QL0485|                                                           dddmmss.s |
 QL0485| CJ5021 GOURLEY RM 1                         24.037 METERS 13436     |
 QL0485| CJ5020 GOURLEY AZ MK                                      2675709.5 |
 QL0485| CJ5022 GOURLEY RM 2                         27.420 METERS 27124     |
 QL0485|---------------------------------------------------------------------|
 QL0485
 QL0485                          SUPERSEDED SURVEY CONTROL
 QL0485
 QL0485  NAD 83(1986)-  45 36 57.92490(N)    087 24 05.94299(W) AD(       ) 2
 QL0485  NAD 27      -  45 36 58.03300(N)    087 24 05.48900(W) AD(       ) 2
 QL0485
 QL0485.Superseded values are not recommended for survey control.
 QL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0485.See file dsdata.txt to determine how the superseded data were derived.
 QL0485
 QL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6868551472(NAD 83)
 QL0485_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0485
 QL0485  HISTORY     - Date     Condition        Report By
 QL0485  HISTORY     - 1954     MONUMENTED       CGS
 QL0485  HISTORY     - 20010331 POOR             NGS
 QL0485
 QL0485                          STATION DESCRIPTION
 QL0485
 QL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0485'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF POWERS, 8 MILES EAST OF
 QL0485'NADEAU AND 8 MILES SOUTHWEST OF
 QL0485'BARK RIVER ON A NORTH-SOUTH RIDGE AND ALONG THE RIGHT OF WAY OF A
 QL0485'GRAVEL ROAD.  STATION IS 31 FEET EAST
 QL0485'OF THE APPROXIMATE CENTER OF FIELD ROAD, 26 FEET
 QL0485'NORTH OF THE APPROXIMATE CENTER OF ROAD, 4 FEET SOUTH OF
 QL0485'FENCE AND 4 FEET SOUTH OF WITNESS POST.
 QL0485'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED GOURLEY
 QL0485'1954.
 QL0485'
 QL0485'REFERENCE MARK NO. 1 IS 30 FEET SOUTH OF THE APPROXIMATE CENTER OF
 QL0485'ROAD AND 1 FOOT NORTH OF FENCE.
 QL0485'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED GOURLEY NO
 QL0485'1 1954.
 QL0485'
 QL0485'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE APPROXIMATE CENTER OF
 QL0485'ROAD AND 1 FOOT SOUTH FO FENCE.
 QL0485'THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED GOURLEY NO
 QL0485'2 1954.
 QL0485'
 QL0485'AZIMUTH MARK IS 68 FEET EAST OF THE APPROXIMATE CENTER OF ROAD, 20
 QL0485'FEET SOUTH OF APPROXIMATE
 QL0485'CENTER OF ROAD, 2.5 FEET EAST OF WITNESS POST AND 1 FOOT NORTH OF
 QL0485'FENCE.  THE MARK PROJECTS ABOUT 5
 QL0485'INCHES AND THE DISK IS STAMPED GOURLEY 1954.
 QL0485'
 QL0485'TO REACH STATION FROM THE CAUTION LIGHT AT THE MAIN INTERSECTION IN
 QL0485'BARK RIVER GO WEST ON U.S.
 QL0485'HIGHWAY 2 FOR 3.1 MILES TO CROSSROADS AND JUNCTION OF COUNTY ROUTE
 QL0485'551.  TURN LEFT AND GO SOUTH ON
 QL0485'COUNTY ROUTE 551 FOR 6.1 MILES TO A SIDE ROAD RIGHT AT SCHOOL
 QL0485'AND CHURCH.  TURN RIGHT AND GO WEST ON
 QL0485'GRAVEL ROAD FOR 1.7 MILES TO TOP OF SMALL RIDGE
 QL0485'AND STATION ON RIGHT OR NORTH SIDE OF ROAD AS DESCRIBED.
 QL0485'
 QL0485'TO REACH AZIMUTH MARK FROM STATION CONTINUE WEST FOR 0.3 MILE TO
 QL0485'AZIMUTH MARK ON LEFT OR SOUTH
 QL0485'SIDE OF ROAD AS DESCRIBED.
 QL0485'
 QL0485'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0485
 QL0485                          STATION RECOVERY (2001)
 QL0485
 QL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0714 ***********************************************************************
 NG0714  DESIGNATION -  GRAAFSCHAP CHURCH STEEPLE
 NG0714  PID         -  NG0714
 NG0714  STATE/COUNTY-  MI/ALLEGAN
 NG0714  USGS QUAD   -  HOLLAND WEST (1972)
 NG0714
 NG0714                         *CURRENT SURVEY CONTROL
 NG0714  ___________________________________________________________________
 NG0714* NAD 83(1994)-  42 45 09.28564(N)    086 08 01.37041(W)     ADJUSTED  
 NG0714* NAVD 88     -                                                        
 NG0714  ___________________________________________________________________
 NG0714  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 NG0714  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0714
 NG0714  HORZ ORDER  -  THIRD
 NG0714
 NG0714.The horizontal coordinates were established by classical geodetic methods
 NG0714.and adjusted by the National Geodetic Survey in February 1997..
 NG0714
 NG0714
 NG0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0714
 NG0714.The geoid height was determined by GEOID03.
 NG0714
 NG0714;                    North         East     Units Scale Factor Converg.
 NG0714;SPC MI S     -   140,650.965 3,855,360.172   MT  0.99990954   -1 12 09.1
 NG0714;SPC MI S     -   461,453.30 12,648,819.46   iFT  0.99990954   -1 12 09.1
 NG0714;UTM  16      - 4,733,703.571   570,892.413   MT  0.99966183   +0 35 17.1
 NG0714
 NG0714                          SUPERSEDED SURVEY CONTROL
 NG0714
 NG0714  NAD 83(1986)-  42 45 09.28529(N)    086 08 01.38231(W) AD(       ) 4
 NG0714  NAD 27      -  42 45 09.20000(N)    086 07 59.24000(W) AD(       ) 3
 NG0714
 NG0714.Superseded values are not recommended for survey control.
 NG0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0714.See file dsdata.txt to determine how the superseded data were derived.
 NG0714
 NG0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7089233704(NAD 83)
 NG0714
 NG0714  HISTORY     - Date     Condition        Report By
 NG0714  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0714  HISTORY     - 1965     GOOD             USLS
 NG0714  HISTORY     - 19950817 GOOD             USPSQD
 NG0714
 NG0714                          STATION DESCRIPTION
 NG0714
 NG0714'DESCRIBED BY US LAKE SURVEY 1965
 NG0714'STATION RECOVERED
 NG0714
 NG0714                          STATION RECOVERY (1995)
 NG0714
 NG0714'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0613 ***********************************************************************
 QK0613  DESIGNATION -  GRACE
 QK0613  PID         -  QK0613
 QK0613  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0613  USGS QUAD   -  BLACK LAKE BLUFFS (1986)
 QK0613
 QK0613                         *CURRENT SURVEY CONTROL
 QK0613  ___________________________________________________________________
 QK0613* NAD 83(1994)-  45 29 39.96731(N)    084 08 29.28501(W)     ADJUSTED  
 QK0613* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 QK0613  ___________________________________________________________________
 QK0613  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 QK0613  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 QK0613
 QK0613  HORZ ORDER  -  THIRD
 QK0613
 QK0613.The horizontal coordinates were established by classical geodetic methods
 QK0613.and adjusted by the National Geodetic Survey in February 1997..
 QK0613
 QK0613.The orthometric height was scaled from a topographic map.
 QK0613
 QK0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0613
 QK0613.The geoid height was determined by GEOID03.
 QK0613
 QK0613;                    North         East     Units Scale Factor Converg.
 QK0613;SPC MI C     -   242,022.306 6,017,602.076   MT  0.99995895   +0 09 32.7
 QK0613;SPC MI C     -   794,036.44 19,742,788.96   iFT  0.99995895   +0 09 32.7
 QK0613;UTM  16      - 5,041,853.441   723,348.469   MT  1.00021336   +2 02 22.2
 QK0613
 QK0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0613!SPC MI C     -   0.99997483  x   0.99995895  =   0.99993378
 QK0613!UTM  16      -   0.99997483  x   1.00021336  =   1.00018819
 QK0613
 QK0613|---------------------------------------------------------------------|
 QK0613| PID    Reference Object                     Distance      Geod. Az  |
 QK0613|                                                           dddmmss.s |
 QK0613| CH1189 GRACE RM 1                           23.141 METERS 01654     |
 QK0613| CH1190 GRACE RM 2                           26.033 METERS 12854     |
 QK0613| QK0566 PHILLIPS HILL                       APPROX. 8.2 KM 2862719.4 |
 QK0613| QK0578 OWENS LOOKOUT TOWER                 APPROX.10.9 KM 2882923.3 |
 QK0613|---------------------------------------------------------------------|
 QK0613
 QK0613                          SUPERSEDED SURVEY CONTROL
 QK0613
 QK0613  NAD 83(1986)-  45 29 39.95808(N)    084 08 29.28529(W) AD(       ) 3
 QK0613  NAD 27      -  45 29 39.91400(N)    084 08 29.23300(W) AD(       ) 3
 QK0613
 QK0613.Superseded values are not recommended for survey control.
 QK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0613.See file dsdata.txt to determine how the superseded data were derived.
 QK0613
 QK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2334841853(NAD 83)
 QK0613_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0613
 QK0613  HISTORY     - Date     Condition        Report By
 QK0613  HISTORY     - 1956     MONUMENTED       CGS
 QK0613
 QK0613                          STATION DESCRIPTION
 QK0613
 QK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0613'THE STATION IS ABOUT 15-1/2 MILES NORTHWEST OF ROGERS CITY, 4-1/2
 QK0613'MILES EAST OF BLACK LAKE,
 QK0613'0.25 MILE EAST OF THE SMALL GRACE SCHOOL BUILDING, ON ROAD
 QK0613'RIGHT-OF-WAY.  IT IS 27 FEET NORTH
 QK0613'OF THE CENTERLINE OF A GRAVEL ROAD, 45 FEET SOUTHWEST OF A 14 INCH
 QK0613'MAPLE TREE AND 10 FEET EAST OF A WHITE
 QK0613'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 QK0613'STAMPED GRACE 1956.
 QK0613'
 QK0613'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 QK0613'HIGHWAY 68 ABOUT 1 MILE
 QK0613'SOUTHWEST OF ROGERS CITY, GO NORTHWEST ON HIGHWAY 23 FOR 14.45 MILES
 QK0613'TO THE OCQUEOC RIVER AND BRIDGE.
 QK0613'CONTINUE NORTHWEST ON HIGHWAY 23 FOR 0.85 MILE TO A
 QK0613'GRAVEL SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON
 QK0613'GRAVEL ROAD FOR 2.3 MILES TO THE
 QK0613'STATION ON THE RIGHT.
 QK0613'
 QK0613'TO REACH THE 12 RMC (USGS) BM FROM THE STATION, GO WEST ON THE GRAVEL
 QK0613'ROAD FOR 0.2 MILE TO THE
 QK0613'MARK ON THE LEFT.
 QK0613'
 QK0613'REFERENCE MARK 1 IS 91 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 QK0613'ROAD, 52 FEET NORTH OF A 14
 QK0613'INCH MAPLE TREE AND 39 FEET SOUTHWEST OF A 16 INCH FIR TREE.  THE
 QK0613'MARK PROJECTS 4 INCHES AND THE
 QK0613'DISK IS STAMPED GRACE NO 1 1956.
 QK0613'
 QK0613'REFERENCE MARK 2 IS 44 FEET SOUTH OF THE CENTERLINE OF THE GRAVEL
 QK0613'ROAD AND 2 FEET NORTH OF
 QK0613'A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0613'GRACE NO 2 1956.
 QK0613'
 QK0613'12 RMC (USGS) BM WAS USED AS AN AZIMUTH MARK.  IT IS 21 FEET SOUTH OF
 QK0613'THE CENTERLINE OF THE GRAVEL
 QK0613'ROAD, 2 FEET EAST OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 QK0613'FENCE LINE.  THE MARK IS A
 QK0613'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 QK0613'12 RMC 1956 SET IN THE TOP OF AN 8 BY 8 INCH
 QK0613'CONCRETE POST THAT PROJECTS 12 INCHES.
 QK0613'
 QK0613'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1491 ***********************************************************************
 NE1491  DESIGNATION -  GRAF
 NE1491  PID         -  NE1491
 NE1491  STATE/COUNTY-  MI/WASHTENAW
 NE1491  USGS QUAD   -  SALINE (1983)
 NE1491
 NE1491                         *CURRENT SURVEY CONTROL
 NE1491  ___________________________________________________________________
 NE1491* NAD 83(1994)-  42 08 25.23122(N)    083 50 19.71733(W)     ADJUSTED  
 NE1491* NAVD 88     -       275.     (meters)     902.     (feet)  SCALED    
 NE1491  ___________________________________________________________________
 NE1491  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 NE1491  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 NE1491
 NE1491  HORZ ORDER  -  SECOND
 NE1491
 NE1491.The horizontal coordinates were established by classical geodetic methods
 NE1491.and adjusted by the National Geodetic Survey in February 1997..
 NE1491
 NE1491.The orthometric height was scaled from a topographic map.
 NE1491
 NE1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1491
 NE1491.The geoid height was determined by GEOID03.
 NE1491
 NE1491;                    North         East     Units Scale Factor Converg.
 NE1491;SPC MI S     -    71,265.355 4,043,636.377   MT  0.99999069   +0 21 33.2
 NE1491;SPC MI S     -   233,810.22 13,266,523.55   iFT  0.99999069   +0 21 33.2
 NE1491;UTM  17      - 4,669,259.478   265,404.051   MT  1.00027723   -1 54 20.0
 NE1491
 NE1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1491!SPC MI S     -   0.99996229  x   0.99999069  =   0.99995298
 NE1491!UTM  17      -   0.99996229  x   1.00027723  =   1.00023950
 NE1491
 NE1491:                Primary Azimuth Mark                     Grid Az
 NE1491:SPC MI S     -  GRAF AZ MK                               035 13 07.5
 NE1491:UTM  17      -  GRAF AZ MK                               037 29 00.7
 NE1491
 NE1491|---------------------------------------------------------------------|
 NE1491| PID    Reference Object                     Distance      Geod. Az  |
 NE1491|                                                           dddmmss.s |
 NE1491| CH0231 GRAF AZ MK                                         0353440.7 |
 NE1491| CH0232 GRAF RM 1                            27.914 METERS 05733     |
 NE1491| CH0233 GRAF RM 2                            30.678 METERS 20641     |
 NE1491|---------------------------------------------------------------------|
 NE1491
 NE1491                          SUPERSEDED SURVEY CONTROL
 NE1491
 NE1491  NAD 83(1986)-  42 08 25.23641(N)    083 50 19.73681(W) AD(       ) 2
 NE1491  NAD 27      -  42 08 25.08900(N)    083 50 19.94300(W) AD(       ) 2
 NE1491
 NE1491.Superseded values are not recommended for survey control.
 NE1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1491.See file dsdata.txt to determine how the superseded data were derived.
 NE1491
 NE1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG6540469259(NAD 83)
 NE1491_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1491
 NE1491  HISTORY     - Date     Condition        Report By
 NE1491  HISTORY     - 1943     MONUMENTED       CGS
 NE1491  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NE1491
 NE1491                          STATION DESCRIPTION
 NE1491
 NE1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1491'THE STATION IS LOCATED ABOUT 3.5 MILES SW OF THE SMALL VILLAGE OF
 NE1491'SALINE, 0.1 MILE S OF U.S.
 NE1491'HIGHWAY 112, ON LAND OWNED BY CHARLES GRAF AND ON THE
 NE1491'HIGHEST POINT OF PASTURE
 NE1491'LAND.  IT IS 24 FEET W OF A LONE TRIANGULAR-BLAZED
 NE1491'8-INCH ASH TREE, 11.7 FEET S OF AN E-W
 NE1491'FENCELINE,
 NE1491'AND 2.4 FEET SW OF A REFERENCE POST.  THE DISK IS STAMPED
 NE1491'GRAF 1943.
 NE1491'
 NE1491'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1491'DISKS SET IN
 NE1491'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1491'
 NE1491'REFERENCE MARK 1 IS 91.58 FEET E OF THE STATION, 47 FEET E
 NE1491'OF A LONE
 NE1491'TRIANGULAR-BLAZED 8-INCH ASH TREE, AND 6 FEET S OF AN
 NE1491'E-W FENCELINE.  THE DISK IS
 NE1491'STAMPED GRAF NO 1 1943.
 NE1491'
 NE1491'REFERENCE MARK 2 IS 100.65 FEET SW OF THE STATION, 1 FOOT E
 NE1491'OF A N-S
 NE1491'FENCELINE.  THE MARK IS ABOUT 4 FEET LOWER IN ELEVATION
 NE1491'THAN THE STATION MARK.  THE
 NE1491'DISK IS STAMPED GRAF NO 2 1943.
 NE1491'
 NE1491'THE AZIMUTH MARK IS 0.3 MILE NE OF THE STATION, 32.5 FEET N
 NE1491'OF THE CENTER LINE
 NE1491'OF U.S. HIGHWAY 112, 17.7 FEET S OF AN E-W
 NE1491'FENCELINE, AND 3.5 FEET W OF A
 NE1491'REFERENCE POST.  THE DISK IS STAMPED GRAF 1943.
 NE1491'
 NE1491'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 112
 NE1491'AND STATE HIGHWAY
 NE1491'52 ON THE E EDGE OF CLINTON, GO E ON U.S. HIGHWAY
 NE1491'112 FOR 8.6 MILES TO THE CHARLES
 NE1491'GRAF LARGE RED BARN ON THE
 NE1491'RIGHT.  HERE TURN RIGHT ON A FARM ROAD WHICH IS
 NE1491'JUST E OF THE BARN
 NE1491'AND GO S FOR 0.05 MILE, THENCE LEFT FOR ABOUT 50 YARDS TO THE
 NE1491'HIGHEST POINT
 NE1491'OF THE PASTURE AND STATION AS DESCRIBED
 NE1491'
 NE1491'TO REACH THE AZIMUTH MARK FROM THE LARGE RED BARN AND U.S.
 NE1491'HIGHWAY 112, GO E
 NE1491'ON U.S. HIGHWAY 112 FOR 0.3 MILE AND THE AZIMUTH
 NE1491'MARK ON THE LEFT AS DESCRIBED.
 NE1491'
 NE1491'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 NE1491
 NE1491                          STATION RECOVERY (1969)
 NE1491
 NE1491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NE1491'THE AZIMUTH MARK WAS THE ONLY MARK FOUND AT THIS STATION.  THE
 NE1491'STATION MARK,
 NE1491'REFERENCE MARK 1 AND 2 WERE TORN OUT BY THE PROPERTY OWNER
 NE1491'MR. PAUL KNOEDLER INTENTIONALLY
 NE1491'TO CLEAR THE AREA FOR CULTIVATION.  THERE
 NE1491'IS NOTHING LEFT AT THE STATION SITE TO EVEN START
 NE1491'SEARCHING FOR THE
 NE1491'UNDERGROUND STATION MARK IF IT IS LEFT.  THE MARKS REPORTED BY THE
 NE1491'USGS AS BEING IN THE
 NE1491'WOODS ABOUT 300 FEET EAST OF THE STATION SITE HAVE
 NE1491'BEEN COVERED BY MORE GRADING AND
 NE1491'COULD NOT BE FOUND.  MR. WALTER GRAF
 NE1491'WHO LIVES WEST OF THE STATION HELPED IN THE SEARCH
 NE1491'FOR THE MARKS AND
 NE1491'HAD WARNED MR. KNOEDLER ABOUT DESTROYING THEM.  THIS STATION SHOULD
 NE1491'BE CONSIDERED AS DESTROYED.
 NE1491'
 NE1491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES
 NE1491'SOUTHWEST OF SALINE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1753 ***********************************************************************
 NF1753  DESIGNATION -  GRAHAM
 NF1753  PID         -  NF1753
 NF1753  STATE/COUNTY-  MI/LIVINGSTON
 NF1753  USGS QUAD   -  CORUNNA SE (1972)
 NF1753
 NF1753                         *CURRENT SURVEY CONTROL
 NF1753  ___________________________________________________________________
 NF1753* NAD 83(1994)-  42 45 03.17917(N)    084 06 07.81974(W)     ADJUSTED  
 NF1753* NAVD 88     -       283.3    (meters)     929.     (feet)  VERTCON   
 NF1753  ___________________________________________________________________
 NF1753  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NF1753  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF1753
 NF1753  HORZ ORDER  -  FIRST
 NF1753
 NF1753.The horizontal coordinates were established by classical geodetic methods
 NF1753.and adjusted by the National Geodetic Survey in February 1997..
 NF1753
 NF1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1753
 NF1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1753
 NF1753.The geoid height was determined by GEOID03.
 NF1753
 NF1753;                    North         East     Units Scale Factor Converg.
 NF1753;SPC MI S     -   138,978.650 4,021,652.070   MT  0.99990961   +0 10 48.0
 NF1753;SPC MI S     -   455,966.70 13,194,396.56   iFT  0.99990961   +0 10 48.0
 NF1753;UTM  16      - 4,737,224.254   737,157.233   MT  1.00029201   +1 58 04.8
 NF1753
 NF1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1753!SPC MI S     -   0.99996078  x   0.99990961  =   0.99987040
 NF1753!UTM  16      -   0.99996078  x   1.00029201  =   1.00025278
 NF1753
 NF1753:                Primary Azimuth Mark                     Grid Az
 NF1753:SPC MI S     -  BANCROFT WATER TANK                      012 32 51.3
 NF1753:UTM  16      -  BANCROFT WATER TANK                      010 45 34.5
 NF1753
 NF1753|---------------------------------------------------------------------|
 NF1753| PID    Reference Object                     Distance      Geod. Az  |
 NF1753|                                                           dddmmss.s |
 NF1753| NF1240 BANCROFT WATER TANK                 APPROX.14.2 KM 0124339.3 |
 NF1753| NF1252 GRAHAM RM 1                          33.068 METERS 14048     |
 NF1753| NF1275 FOWLERVILLE WATER TANK              APPROX.10.2 KM 1671442.4 |
 NF1753| NF1277 GROSTICK 1932                       APPROX.15.3 KM 1851930.5 |
 NF1753| NF1251 GRAHAM RM 3                          16.311 METERS 24911     |
 NF1753| NF1278 PTS 3 USGS 1932                     APPROX. 6.0 KM 2573903.3 |
 NF1753| CH0234 GRAHAM RM 2                          46.315 METERS 26649     |
 NF1753| NF1779 GRAHAM AZ MK                        434.600 METERS 2665737.6 |
 NF1753|---------------------------------------------------------------------|
 NF1753
 NF1753                          SUPERSEDED SURVEY CONTROL
 NF1753
 NF1753  NAD 83(1986)-  42 45 03.17884(N)    084 06 07.84081(W) AD(       ) 1
 NF1753  NAD 27      -  42 45 03.05450(N)    084 06 07.97022(W) AD(       ) 1
 NF1753  NGVD 29 (07/19/86)  283.4    (m)          930.     (f) VERT ANG       
 NF1753
 NF1753.Superseded values are not recommended for survey control.
 NF1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1753.See file dsdata.txt to determine how the superseded data were derived.
 NF1753
 NF1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3715737224(NAD 83)
 NF1753_MARKER: DR = REFERENCE MARK DISK
 NF1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1753_SP_SET: CONCRETE POST
 NF1753_STAMPING: GRAHAM NO 2 1932
 NF1753_MARK LOGO: CGS   
 NF1753_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1753+STABILITY: SURFACE MOTION
 NF1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1753+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1989
 NF1753
 NF1753  HISTORY     - Date     Condition        Report By
 NF1753  HISTORY     - 1932     MONUMENTED       CGS
 NF1753  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1753  HISTORY     - 1970     SEE DESCRIPTION  USGS
 NF1753  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NF1753  HISTORY     - 1976     GOOD             NGS
 NF1753  HISTORY     - 1980     GOOD             MIDH
 NF1753  HISTORY     - 19891019 GOOD             MIDH
 NF1753
 NF1753                          STATION DESCRIPTION
 NF1753
 NF1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1753'ABOUT 9 MILES SOUTH BY WEST OF BANCROFT, 8 MILES SOUTHEAST OF PERRY,
 NF1753'1-3/4 MILES SOUTH OF SHIAWASSEE- LIVINGSTON COUNTY
 NF1753'LINE, 2-3/4 MILES EAST OF LIVINGSTON-INGHAM COUNTY LINE,
 NF1753'IN HAY FIELD ON PROPERTY BELONGING
 NF1753'TO M. T. GRAHAM, 47 FEET NORTH OF CENTER LINE
 NF1753'OF EAST-AND-WEST ROAD, ABOUT 50 YARDS EAST OF CENTER
 NF1753'LINE OF T-ROAD TO SOUTH,
 NF1753'ABOUT 20 FEET NORTH OF NORTH RIGHT-OF-WAY FENCE OF ROAD, AND ABOUT
 NF1753'250 FEET WEST OF GRAHAMS
 NF1753'HOUSE.  TO REACH FROM BANCROFT, GO SOUTH ABOUT 2-3/4 MILES ON COUNTY
 NF1753'ROUTE 467 TO JUNCTION WITH
 NF1753'ROUTE 454, TURN RIGHT (WEST) ONTO ROUTE 467, GO 0.3
 NF1753'MILE, TURN LEFT (SOUTH), GO 3.0 MILES, TURN
 NF1753'RIGHT, GO 1 MILE, TURN LEFT (SOUTH), GO
 NF1753'3.0 MILES TO ROAD TO WEST ALONG SINGLE-WIRE POLE LINE, TURN
 NF1753'RIGHT ONTO THIS ROAD, AND GO WEST
 NF1753'3/4 MILE TO STATION SITE ON HIGHEST POINT OF RIDGE.  SURFACE AND
 NF1753'UNDERGROUND MARKS ARE STANDARD
 NF1753'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 NF1753'IS 12 INCHES BELOW SURFACE.
 NF1753'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 NF1753'DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 5
 NF1753'INCHES, IS 30 FEET SOUTH OF CENTER
 NF1753'LINE OF ROAD, IN NORTH EDGE OF SMALL WOODS, AND 108.52 FEET FROM
 NF1753'STATION IN AZIMUTH 320 DEG 49
 NF1753'MIN.  NO. 2 PROJECTS 5 INCHES, IS 40 FEET NORTH OF CENTER LINE OF
 NF1753'ROAD, 13 FEET NORTH OF SOUTHWEST CORNER
 NF1753'OF FIELD, 8 FEET EAST OF PROJECTED CENTER LINE OF T-ROAD
 NF1753'TO SOUTH, AND 148.68 FEET FROM STATION IN
 NF1753'AZIMUTH 86 DEG 49 MIN.  AZIMUTH MARK PROJECTS
 NF1753'6 INCHES, IS 18 FEET SOUTH OF CENTER LINE OF ROAD, 40 FEET
 NF1753'EAST OF NORTHWEST CORNER
 NF1753'OF WOOD LOT, 10 FEET NORTHEAST OF OAK TREE, 4 FEET NORTH OF SOUTH
 NF1753'RIGHT-OF-WAY FENCE OF ROAD, AND
 NF1753'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 86 DEG 57 MIN 41 SEC.
 NF1753
 NF1753                          STATION RECOVERY (1970)
 NF1753
 NF1753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NF1753'GRAHAM AND RMS FOUND IN GOOD CONDITION AS DESCRIBED, AZ MK SEARCHED
 NF1753'FOR BUT NOT FOUND,
 NF1753'APPARENTLY DESTROYED.  DISTANCES CHECKED OK.  THE MAIN
 NF1753'STATION IS NOW IN A ORCHARD.
 NF1753
 NF1753                          STATION RECOVERY (1971)
 NF1753
 NF1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NF1753'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NF1753'THE AZIMUTH MARK
 NF1753'WAS REPORTED AS NOT FOUND BUT WAS FOUND AND IN GOOD
 NF1753'CONDITION.  THE DISTANCE AND
 NF1753'DIRECTION TO THE REFERENCE MARKS CHECKED.
 NF1753'A NEW DESCRIPTION FOLLOWS-
 NF1753'
 NF1753'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BANCROFT, 8 MILES
 NF1753'SOUTHEAST OF
 NF1753'PERRY, 47 FEET NORTH OF THE CENTERLINE OF VOGT RD., 7 FEET
 NF1753'NORTHEAST OF A 12 INCH APPLE
 NF1753'TREE, 17 FEET SOUTHEAST OF A 12 INCH APPLE
 NF1753'TREE AND 153 FEET EAST OF THE EXTENDED
 NF1753'CENTERLINE OF FINLAN RD.  THE
 NF1753'MONUMENT IS 14 INCHES UNDERGROUND AND THE DISK IS STAMPED
 NF1753'GRAHAM 1932.  THE
 NF1753'STATION IS LOCATED AT THE WEST EDGE OF A SMALL APPLE ORCHARD.
 NF1753'
 NF1753'TO REACH THE STATION FROM THE BANCROFT FIRE DEPARTMENT IN BANCROFT,
 NF1753'GO SOUTH ON BEACH
 NF1753'ST (WHICH BECOMES BANCROFT RD).  FOR 2.7 MILES TO A T-
 NF1753'ROAD.  TURN RIGHT AND GO WEST ON
 NF1753'BANCROFT AND BRITTON RD. FOR 0.35 MILE
 NF1753'TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 NF1753'BANCROFT RD. FOR 3.05
 NF1753'MILES TO A T-ROAD.  TURN RIGHT AND GO WEST ON BRADEN RD. FOR 1.0
 NF1753'MILE TO A SIDE
 NF1753'ROAD LEFT.  TURN LEFT AND GO SOUTH ON FOWLERSVILLE RD. FOR 3.0
 NF1753'MILES TO A SIDE ROAD RIGHT.
 NF1753'TURN RIGHT AND GO WEST ON VOGT RD. FOR 0.75
 NF1753'MILE TO A SMALL ORCHARD ON THE RIGHT AND THE
 NF1753'STATION AS DESCRIBED.
 NF1753'CONTINUE WEST ON VOGT RD. FOR 0.3 MILE TO THE AZIMUTH MARK ON
 NF1753'THE LEFT.
 NF1753'
 NF1753'REFERENCE MARK 1 IS 43 FEET EAST OF A 24 INCH BEECH TREE, 1 FOOT
 NF1753'NORTH OF A METAL
 NF1753'WITNESS POST AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 NF1753'ROAD.  THE MONUMENT PROJECTS 6
 NF1753'INCHES AND THE DISK IS STAMPED GRAHAM NO 1
 NF1753'1932.
 NF1753'
 NF1753'REFERENCE MARK 2 IS 5 FEET EAST OF THE EXTENDED CENTERLINE OF
 NF1753'FINLAN RD., 14
 NF1753'FEET NORTH OF A FENCE CORNER AND 40 FEET NORTH OF THE
 NF1753'CENTERLINE OF THE ROAD.  THE
 NF1753'MONUMENT PROJECTS 2 INCHES AND THE DISK IS
 NF1753'STAMPED GRAHAM NO 2 1932.
 NF1753'
 NF1753'THE AZIMUTH MARK IS 1 FOOT NORTHWEST OF A METAL WITNESS POST, 3
 NF1753'FEET NORTH OF A
 NF1753'FENCE, 42 FEET EAST OF A FENCE CORNER, 20 FEET SOUTH OF
 NF1753'THE CENTERLINE OF THE ROAD AND 12
 NF1753'FEET NORTHEAST OF A 30 INCH OAK TREE.
 NF1753'THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS
 NF1753'STAMPED GRAHAM 1932
 NF1753'AZIMUTH.
 NF1753'
 NF1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 6 MILES
 NF1753'NORTHWEST OF FOWLERSVILLE
 NF1753'
 NF1753'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1753
 NF1753                          STATION RECOVERY (1976)
 NF1753
 NF1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1753'RM 1 TO RM 2 OBSTRUCTED BY CROP.
 NF1753'
 NF1753'RM 2 TO RM 3 OBSTRUCTED BY CROP.
 NF1753'
 NF1753'RM 2 OBSERVATIONS ARE 1971 OBSERVATION MADE BY L. F. S.  THIS PARTY
 NF1753'WAS UNABLE TO MEASURE OR MAKE OBSERVATIONS DUE TO A CORN CROP.
 NF1753'
 NF1753'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1753'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE
 NF1753'MARK 2 COULD NOT BE CHECKED DUE TO A CORN CROP ON LINE.  THE
 NF1753'AZIMUTH MARK IS NO LONGER VISIBLE AS THERE ARE TREES ON LINE.  THERE
 NF1753'IS NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK.  THE DISTANCE TO
 NF1753'REFERENCE MARK 1 CHECKED THE 1971 DATA ADEQUATELY.  DUE TO THE
 NF1753'PROXIMITY OF THE STATION TO AN APPLE ORCHARD, REFERENCE MARK 3 WAS
 NF1753'ESTABLISHED AND OCCUPIED AT THIS TIME.  FOR THE ROUTE TO REACH THE
 NF1753'STATION AND A COMPLETE DESCRIPTION, SEE THE DESCRIPTION FOR
 NF1753'GRAHAM RM 3.
 NF1753'
 NF1753'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1753'
 NF1753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI. SE OF PERRY.
 NF1753'
 NF1753'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NF1753
 NF1753                          STATION RECOVERY (1980)
 NF1753
 NF1753'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LC)
 NF1753'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS AND AZIMUTH
 NF1753'MARK WERE NOT SEARCHED FOR AT THIS TIME.
 NF1753
 NF1753                          STATION RECOVERY (1989)
 NF1753
 NF1753'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1989
 NF1753'THIS STATION IS LOCATED IN QUAD. 420841, ABOUT 9.0 MI (14.5 KM)
 NF1753'SOUTHWEST OF BANCROFT, 8.0 MI (12.9 KM) SOUTHEAST OF PERRY, IN A
 NF1753'SMALL APPLE ORCHARD AND ON PROPERTY OWNED BY MR. KREEGER OF 9152
 NF1753'VOGT. ROAD, FOWLERVILLE, MICHIGAN 48836.  THE STATION MARK, REFERENCE
 NF1753'MARKS 1, 2, 3, AND THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 NF1753'IT IS LOCATED 47.0 FT (14.3 M) NORTH OF VOGT RD., 7.0 FT (2.1 M)
 NF1753'NORTHEAST OF A 13 INCH APPLE TREE AND 153.0 FT (46.6 M) EAST OF THE
 NF1753'EXTENDED CENTERLINE OF FINLAND RD.  THE MONUMENT IS APPROXIMATELY 14
 NF1753'INCHES BELOW THE GROUND SURFACE.
 NF1753'TO REACH THE STATION FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT
 NF1753'THE JUNCTION OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO
 NF1753'SOUTH ON BEACH ST. (BANCROFT ROAD) FOR 2.7 MI (4.3 KM) TO A T-ROAD
 NF1753'INTERSECTION. TURN RIGHT AND GO WEST ON BRITTON RD. FOR 0.35 MI
 NF1753'(0.56 KM) TO A SIDE ROAD TO THE LEFT (BANCROFT RD. SOUTH). TURN LEFT
 NF1753'AND GO SOUTH ON BANCROFT RD. FOR 3.1 MI (5.0 KM) TO A T-ROAD
 NF1753'INTERSECTION. TURN RIGHT AND GO WEST ON BRADEN RD. FOR 1.0 MI
 NF1753'(1.6 KM) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON FOWLERVILLE
 NF1753'RD. FOR 3.0 MI (4.8 KM) TO A SIDE ROAD LEFT (VOGT RD.). TURN RIGHT
 NF1753'AND GO WEST ON VOGT RD. FOR 0.75 MI (1.21 KM) TO A SMALL APPLE
 NF1753'ORCHARD ON THE RIGHT AND STATION AS DESCRIBED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0711 ***********************************************************************
 QK0711  DESIGNATION -  GRAHAM
 QK0711  PID         -  QK0711
 QK0711  STATE/COUNTY-  MI/EMMET
 QK0711  USGS QUAD   -  
 QK0711
 QK0711                         *CURRENT SURVEY CONTROL
 QK0711  ___________________________________________________________________
 QK0711* NAD 83(1994)-  45 28 24.46663(N)    084 57 00.73133(W)     ADJUSTED  
 QK0711* NAVD 88     -       402.     (meters)    1319.     (feet)  SCALED    
 QK0711  ___________________________________________________________________
 QK0711  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 QK0711  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 QK0711
 QK0711  HORZ ORDER  -  SECOND
 QK0711
 QK0711.The horizontal coordinates were established by classical geodetic methods
 QK0711.and adjusted by the National Geodetic Survey in February 1997..
 QK0711
 QK0711.The orthometric height was scaled from a topographic map.
 QK0711
 QK0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0711
 QK0711.The geoid height was determined by GEOID03.
 QK0711
 QK0711;                    North         East     Units Scale Factor Converg.
 QK0711;SPC MI C     -   239,831.202 5,954,372.923   MT  0.99995549   -0 24 44.0
 QK0711;SPC MI C     -   786,847.78 19,535,344.24   iFT  0.99995549   -0 24 44.0
 QK0711;UTM  16      - 5,037,591.981   660,218.766   MT  0.99991562   +1 27 42.0
 QK0711
 QK0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0711!SPC MI C     -   0.99994250  x   0.99995549  =   0.99989799
 QK0711!UTM  16      -   0.99994250  x   0.99991562  =   0.99985813
 QK0711
 QK0711:                Primary Azimuth Mark                     Grid Az
 QK0711:SPC MI C     -  RIDGE                                    161 30 26.7
 QK0711:UTM  16      -  RIDGE                                    159 38 00.7
 QK0711
 QK0711|---------------------------------------------------------------------|
 QK0711| PID    Reference Object                     Distance      Geod. Az  |
 QK0711|                                                           dddmmss.s |
 QK0711| QK0699 RIDGE                               APPROX.17.3 KM 1610542.7 |
 QK0711| QK0708 ACW P 66 USED TOWER                 APPROX.17.1 KM 1622502.8 |
 QK0711| QK0719 PETOSKEY HOWES LEATHER CO TANK      APPROX. 9.5 KM 1631319.7 |
 QK0711| CH1193 GRAHAM RM 3                          27.047 METERS 17821     |
 QK0711| QK0714 PETOSKEY CO CTHSE CLOCK TOWER       APPROX.10.9 KM 1805925.5 |
 QK0711| QK0701 PETOSKEY ST FRANCIS XAVIER CH       APPROX.11.3 KM 1820241.2 |
 QK0711| QK0715 PETOSKEY BREAKWATER LIGHT           APPROX.10.4 KM 1845326.6 |
 QK0711| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX.14.1 KM 1851947.2 |
 QK0711| QK0698 PETOSKEY RAD STA KQA 780 MAST       APPROX.11.5 KM 1895049.1 |
 QK0711| QK0716 LITTLE TRAVERSE LIGHT               APPROX. 6.4 KM 1995305.3 |
 QK0711| QK0813 PENN DIXIE CEMENT CORP W STACK      APPROX.12.8 KM 2033008.2 |
 QK0711| CH1191 GRAHAM RM 1                          22.847 METERS 21421     |
 QK0711| CH1192 GRAHAM RM 2                          22.904 METERS 30511     |
 QK0711|---------------------------------------------------------------------|
 QK0711
 QK0711                          SUPERSEDED SURVEY CONTROL
 QK0711
 QK0711  NAD 83(1986)-  45 28 24.46167(N)    084 57 00.73215(W) AD(       ) 2
 QK0711  NAD 27      -  45 28 24.42800(N)    084 57 00.54000(W) AD(       ) 2
 QK0711
 QK0711.Superseded values are not recommended for survey control.
 QK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0711.See file dsdata.txt to determine how the superseded data were derived.
 QK0711
 QK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6021937592(NAD 83)
 QK0711_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0711
 QK0711  HISTORY     - Date     Condition        Report By
 QK0711  HISTORY     - 1956     MONUMENTED       CGS
 QK0711
 QK0711                          STATION DESCRIPTION
 QK0711
 QK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0711'THE STATION IS ABOUT 8 MILES NORTH OF PETOSKEY, ABOUT 4 MILES NORTH
 QK0711'OF HARBOR SPRINGS, ABOUT
 QK0711'10 MILES SOUTHWEST OF PELLSTON ON A HIGH RIDGE THAT IS HEAVILY
 QK0711'COVERED WITH TIMBER AND ON THE
 QK0711'PROPERTY OF DR. FRANK A. GRAHAM.  IT IS 18 FEET NORTH OF THE
 QK0711'CENTER-LINE OF A WOODS ROAD, 6 FEET
 QK0711'NORTHEAST OF A WHITE WITNESS POST, 21 FEET NORTHWEST
 QK0711'OF A 10 INCH BASSWOOD TREE WITH A TRIANGULAR BLAZE ON
 QK0711'THE SOUTH SIDE AND 22 FEET
 QK0711'SOUTHEAST OF A 10 INCH TWIN MAPLE TREE WITH A TRIANGULAR BLAZE ON THE
 QK0711'SOUTH SIDE.  THE MARK IS FLUSH AND
 QK0711'THE DISK IS STAMPED GRAHAM 1956.
 QK0711'
 QK0711'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND M 131
 QK0711'ABOUT 1 MILE NORTH OF
 QK0711'PETOSKEY, GO NORTH AND WEST ON M 131 FOR 4.65 MILES TO A PAVED SIDE
 QK0711'ROAD RIGHT.  TURN RIGHT AND GO NORTH
 QK0711'ON PAVED ROAD FOR 0.45 MILE TO A FORK.  TAKE LEFT FORK AND
 QK0711'GO NORTH ON PAVED ROAD FOR 1.0 MILE TO A
 QK0711'GRAVEL CROSSROAD AND THE END OF THE PAVEMENT.
 QK0711'CONTINUE NORTH ON GRAVEL ROAD FOR 0.95 MILE TO A SAND ROAD
 QK0711'STRAIGHT AHEAD AND THE GRAVEL
 QK0711'ROAD TURNS EASTERLY.  (SIGN ON THE LEFT, SKI HARBOR HIGHLANDS).
 QK0711'CONTINUE NORTH ON SAND ROAD FOR
 QK0711'ABOUT 50 FEET.  TURN LEFT AND GO WESTERLY ON SAND ROAD FOR 0.2 MILE
 QK0711'TO A FRAME HOUSE ON THE RIGHT JUST
 QK0711'AFTER ENTERING THE WOODS.  CONTINUE WESTERLY ON
 QK0711'WOODS ROAD FOR 0.05 MILE TO A FORK.  KEEP LEFT FORK
 QK0711'AND CONTINUE WESTERLY UP HILL FOR
 QK0711'0.15 MILE TO A SAND ROAD RIGHT.  CONTINUE WESTERLY UP HILL FOR 0.8
 QK0711'MILE TO THE MARK ON THE RIGHT.  (A
 QK0711'4 WHEEL DRIVE TRUCK WILL BE NECESSARY IN WET WEATHER).
 QK0711'
 QK0711'REFERENCE MARK 1 IS 58 FEET SOUTHWEST OF THE CENTERLINE OF THE WOODS
 QK0711'ROAD, 69 FEET SOUTHWEST OF
 QK0711'A WHITE WITNESS POST AND 5 FEET NORTHWEST OF A 8 INCH BASSWOOD TREE
 QK0711'WITH A TRIANGULAR BLAZE ON THE NORTH
 QK0711'SIDE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0711'STAMPED GRAHAM NO 1 1956.
 QK0711'
 QK0711'REFERENCE MARK 2 IS 50 FEET NORTH OF THE CENTERLINE OF THE WOODS
 QK0711'ROAD, 54 FEET NORTHWEST OF
 QK0711'A 10 INCH TWIN MAPLE TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE
 QK0711'AND 74 FEET NORTHWEST OF A WHITE
 QK0711'WITNESS POST.  THE MARK PROJECTS 5 INCHES AND THE DISK IS
 QK0711'STAMPED GRAHAM NO 2 1956.
 QK0711'
 QK0711'REFERENCE MARK 3 IS 52 FEET SOUTHWEST OF THE CENTERLINE OF THE WOODS
 QK0711'ROAD, 3 FEET WEST OF A WHITE
 QK0711'WITNESS POST AND 1 FOOT NORTHWEST OF A 6 INCH MAPLE TREE WITH A
 QK0711'TRIANGULAR BLAZE ON THE NORTH SIDE.
 QK0711'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 QK0711'GRAHAM NO 3 1956.
 QK0711'
 QK0711'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1252 ***********************************************************************
 NF1252  DESIGNATION -  GRAHAM RM 1
 NF1252  PID         -  NF1252
 NF1252  STATE/COUNTY-  MI/LIVINGSTON
 NF1252  USGS QUAD   -  CORUNNA SE (1972)
 NF1252
 NF1252                         *CURRENT SURVEY CONTROL
 NF1252  ___________________________________________________________________
 NF1252* NAD 83(1994)-  42 45 02.34870(N)    084 06 06.90078(W)     ADJUSTED  
 NF1252* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 NF1252  ___________________________________________________________________
 NF1252  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 NF1252  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF1252
 NF1252  HORZ ORDER  -  SECOND
 NF1252
 NF1252.The horizontal coordinates were established by classical geodetic methods
 NF1252.and adjusted by the National Geodetic Survey in February 1997..
 NF1252
 NF1252.The orthometric height was scaled from a topographic map.
 NF1252
 NF1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1252
 NF1252.The geoid height was determined by GEOID03.
 NF1252
 NF1252;                    North         East     Units Scale Factor Converg.
 NF1252;SPC MI S     -   138,953.092 4,021,673.047   MT  0.99990962   +0 10 48.6
 NF1252;SPC MI S     -   455,882.85 13,194,465.38   iFT  0.99990962   +0 10 48.6
 NF1252;UTM  16      - 4,737,199.353   737,179.005   MT  1.00029213   +1 58 05.4
 NF1252
 NF1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1252!SPC MI S     -   0.99996100  x   0.99990962  =   0.99987063
 NF1252!UTM  16      -   0.99996100  x   1.00029213  =   1.00025312
 NF1252
 NF1252                          SUPERSEDED SURVEY CONTROL
 NF1252
 NF1252  NAD 83(1986)-  42 45 02.34826(N)    084 06 06.92196(W) AD(       ) 2
 NF1252  NAD 27      -  42 45 02.22416(N)    084 06 07.05160(W) AD(       ) 2
 NF1252
 NF1252.Superseded values are not recommended for survey control.
 NF1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1252.See file dsdata.txt to determine how the superseded data were derived.
 NF1252
 NF1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3717937199(NAD 83)
 NF1252_MARKER: DR = REFERENCE MARK DISK
 NF1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1252+STABILITY: SURFACE MOTION
 NF1252
 NF1252  HISTORY     - Date     Condition        Report By
 NF1252  HISTORY     - 1976     MONUMENTED       NGS
 NF1252
 NF1252                          STATION DESCRIPTION
 NF1252
 NF1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1252'STATION MARK IS 43 FEET EAST OF A 24 INCH BEECH TREE, 1 FOOT NORTH
 NF1252'OF A METAL WITNESS POST AND 30 FEET SOUTH OF THE CENTERLINE OF THE
 NF1252'ROAD.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK IS STAMPED
 NF1252'GRAHAM NO 1 1932.
 NF1252'
 NF1252'TO REACH STATION GRAHAM RM 3  FROM THE JUNCTION OF STATE HIGHWAYS 43
 NF1252'AND 52 AND NORTH GRAND AVENUE IN FOWLERVILLE, GO NORTH ON NORTH GRAND
 NF1252'AVENUE, (WHICH BECOMES FOWLERVILLE ROAD,) FOR 5.8 MILES TO A T-ROAD
 NF1252'JUNCTION, TURN LEFT AND GO WEST ON MOHRLE ROAD FOR 1.3 MILES TO A
 NF1252'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON FINLAN ROAD FOR 0.5
 NF1252'MILE TO A T-ROAD JUNCTION, TURN RIGHT AND GO EAST ON VOGT ROAD FOR
 NF1252'100 FEET TO THE STATION ON THE LEFT.
 NF1252'
 NF1252'THE STATION MARK IS A STANDARD DISK, STAMPED GRAHAM NO 1 1932, SET
 NF1252'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1252'5 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF
 NF1252'VOGT ROAD, 40 FEET EAST OF A 2 FOOT THICK BEECH TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1251 ***********************************************************************
 NF1251  DESIGNATION -  GRAHAM RM 3
 NF1251  PID         -  NF1251
 NF1251  STATE/COUNTY-  MI/LIVINGSTON
 NF1251  USGS QUAD   -  CORUNNA SE (1972)
 NF1251
 NF1251                         *CURRENT SURVEY CONTROL
 NF1251  ___________________________________________________________________
 NF1251* NAD 83(1994)-  42 45 02.99126(N)    084 06 08.49013(W)     ADJUSTED  
 NF1251* NAVD 88     -       283.1    (meters)     929.     (feet)  GPS OBS   
 NF1251  ___________________________________________________________________
 NF1251  X           -     482,004.714 (meters)                     COMP
 NF1251  Y           -  -4,666,141.617 (meters)                     COMP
 NF1251  Z           -   4,307,386.402 (meters)                     COMP
 NF1251  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 NF1251  ELLIP HEIGHT-         249.99  (meters)          (07/17/02) GPS OBS
 NF1251  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF1251
 NF1251  HORZ ORDER  -  FIRST
 NF1251  ELLP ORDER  -  FOURTH    CLASS I
 NF1251
 NF1251.The horizontal coordinates were established by classical geodetic methods
 NF1251.and adjusted by the National Geodetic Survey in February 1997..
 NF1251
 NF1251.The orthometric height was determined by GPS observations and a
 NF1251.high-resolution geoid model.
 NF1251
 NF1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1251
 NF1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1251
 NF1251.The ellipsoidal height was determined by GPS observations
 NF1251.and is referenced to NAD 83.
 NF1251
 NF1251.The geoid height was determined by GEOID03.
 NF1251
 NF1251;                    North         East     Units Scale Factor Converg.
 NF1251;SPC MI S     -   138,972.804 4,021,636.844   MT  0.99990961   +0 10 47.5
 NF1251;SPC MI S     -   455,947.52 13,194,346.60   iFT  0.99990961   +0 10 47.5
 NF1251;UTM  16      - 4,737,217.933   737,142.191   MT  1.00029192   +1 58 04.3
 NF1251
 NF1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1251!SPC MI S     -   0.99996080  x   0.99990961  =   0.99987041
 NF1251!UTM  16      -   0.99996080  x   1.00029192  =   1.00025270
 NF1251
 NF1251:                Primary Azimuth Mark                     Grid Az
 NF1251:SPC MI S     -  BANCROFT WATER TANK                      012 36 08.8
 NF1251:UTM  16      -  BANCROFT WATER TANK                      010 48 52.0
 NF1251
 NF1251|---------------------------------------------------------------------|
 NF1251| PID    Reference Object                     Distance      Geod. Az  |
 NF1251|                                                           dddmmss.s |
 NF1251| NF1240 BANCROFT WATER TANK                 APPROX.14.2 KM 0124656.3 |
 NF1251| NF1753 GRAHAM                               16.311 METERS 06911     |
 NF1251| NF1252 GRAHAM RM 1                          41.226 METERS 11845     |
 NF1251| NF1279 WARNER                              APPROX.24.0 KM 2345133.8 |
 NF1251| NF1282 WILLIAMSTON AMER COMMUNIC MAST      APPROX.12.4 KM 2673701.5 |
 NF1251| NF1779 GRAHAM AZ MK                        419.098 METERS 2673829.1 |
 NF1251| CH0234 GRAHAM RM 2                                        27616     |
 NF1251| NF1253 PERRY WATER TANK                    APPROX.12.5 KM 3103917.8 |
 NF1251| NF1263 PERRY GRAND TRUNK MICROWAVE         APPROX.12.7 KM 3122037.5 |
 NF1251| NF1274 MORRICE BELL MICROWAVE              APPROX.17.8 KM 3443457.5 |
 NF1251|---------------------------------------------------------------------|
 NF1251
 NF1251                          SUPERSEDED SURVEY CONTROL
 NF1251
 NF1251  ELLIP H (02/03/97)  250.04   (m)                       GP(       ) 4 1
 NF1251  NAD 83(1986)-  42 45 02.99091(N)    084 06 08.51158(W) AD(       ) 1
 NF1251  NAD 27      -  42 45 02.86665(N)    084 06 08.64061(W) AD(       ) 1
 NF1251  NGVD 29 (08/17/92)  283.3    (m)          929.     (f) GPS OBS        
 NF1251
 NF1251.Superseded values are not recommended for survey control.
 NF1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1251.See file dsdata.txt to determine how the superseded data were derived.
 NF1251
 NF1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3714237218(NAD 83)
 NF1251_MARKER: DZ = AZIMUTH MARK DISK
 NF1251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1251_SP_SET: CONCRETE POST
 NF1251_STAMPING: GRAHAM 1932 NO 3 1976
 NF1251_MARK LOGO: NGS   
 NF1251_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1251+STABILITY: SURFACE MOTION
 NF1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1251+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 NF1251
 NF1251  HISTORY     - Date     Condition        Report By
 NF1251  HISTORY     - 1976     MONUMENTED       NGS
 NF1251  HISTORY     - 1976     GOOD             NGS
 NF1251  HISTORY     - 1981     GOOD             MIDH
 NF1251  HISTORY     - 19891019 GOOD             MIDH
 NF1251  HISTORY     - 19901211 GOOD             MIDH
 NF1251  HISTORY     - 19910108 GOOD
 NF1251
 NF1251                          STATION DESCRIPTION
 NF1251
 NF1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1251'STATION IS ABOUT 9 MILES SOUTHWEST OF BANCROFT, 8 MILES SOUTHEAST OF
 NF1251'PERRY, ON PROPERTY OWNED BY RICHARD KREEGER, WHO LIVES AT THE FIRST
 NF1251'HOUSE EAST OF THE STATION AND WHOSE PHONE NUMBER IS 468-3301.
 NF1251'
 NF1251'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 52,
 NF1251'AND NORTH GRAND AVENUE IN FOWLERVILLE, GO NORTH ON NORTH GRAND
 NF1251'AVENUE, (WHICH BECOMES FOWLERVILLE ROAD,) FOR 5.8 MILES TO A T-ROAD
 NF1251'JUNCTION, TURN LEFT AND GO WEST ON MOHRLE ROAD FOR 1.3 MILES TO A
 NF1251'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON FINLAN ROAD FOR 0.5
 NF1251'MILE TO A T-ROAD JUNCTION, TURN RIGHT AND GO EAST ON VOGT ROAD FOR
 NF1251'100 FEET TO THE STATION ON THE LEFT.
 NF1251'
 NF1251'STATION MARKS ARE STANDARD REFERENCE MARK DISKS, STAMPED GRAHAM
 NF1251'1932 NO 3 1976.  SURFACE DISK IS SET IN THE TOP OF A 12-INCH
 NF1251'CYLINDRICAL CONCRETE MONUMENT THAT IS 18 INCHES UNDERGROUND.  IT IS
 NF1251'28.5 FEET NORTH OF THE CENTER OF VOGT ROAD, 20.0 FEET NORTHWEST OF
 NF1251'A WITNESS POST AND FENCE CORNER POST AND 17 FEET WEST OF A BOARD
 NF1251'FENCE.  UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR MASS
 NF1251'OF CONCRETE 44 INCHES BELOW THE GROUND.
 NF1251'
 NF1251'GRAHAM 1932 IS A STANDARD DISK, STAMPED GRAHAM 1932, SET IN THE TOP
 NF1251'OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW
 NF1251'THE GROUND.  IT IS 155 FEET EAST OF THE EXTENDED CENTER LINE OF
 NF1251'FINLAN ROAD, 47 FEET NORTH OF THE CENTER OF VOGT ROAD, 16 FEET
 NF1251'SOUTHEAST OF A 14 INCH APPLE TREE AND 7 FEET NORTHEAST OF A 14
 NF1251'INCH APPLE TREE.
 NF1251'
 NF1251'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRAHAM NO 1 1932, SET
 NF1251'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1251'5 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF THE CENTER OF
 NF1251'VOGT ROAD, 40 FEET EAST OF A 2 FOOT THICK BEECH TREE.
 NF1251'
 NF1251'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRAHAM NO 2 1932, SET
 NF1251'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1251'WITH THE GROUND.  IT IS 40 FEET NORTH OF THE CENTER OF VOGT ROAD
 NF1251'AND 14 FEET NORTH OF A FENCE CORNER.
 NF1251'
 NF1251'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED GRAHAM 1932
 NF1251'AZIMUTH.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1251'MONUMENT THAT PROJECTS 5 INCHES, IS 40 FEET EAST OF A FENCE CORNER
 NF1251'AND 20 FEET SOUTH OF THE CENTER OF VOGT ROAD.  MARK IS NO LONGER
 NF1251'VISIBLE FROM EITHER THE TOWER OR THE GROUND AND THERE WAS NO
 NF1251'SUITABLE LOCATION FOR A NEW ONE.
 NF1251'
 NF1251'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1251'
 NF1251'NEAREST TOWN--PERRY.
 NF1251'
 NF1251'HEIGHT OF LIGHT ABOVE STATION MARK 38.6 METERS.
 NF1251
 NF1251                          STATION RECOVERY (1976)
 NF1251
 NF1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1251'RECOVERED IN GOOD CONDITION.
 NF1251
 NF1251                          STATION RECOVERY (1981)
 NF1251
 NF1251'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (LC)
 NF1251'THE STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NF1251'CONDITION.
 NF1251
 NF1251                          STATION RECOVERY (1989)
 NF1251
 NF1251'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1989
 NF1251'THIS STATION IS LOCATED IN QUAD. 420841, ABOUT 9.0 MI (14.5 KM)
 NF1251'SOUTHWEST OF BANCROFT, 8.0 MI (12.9 KM) SOUTHEAST OF PERRY, JUST AT
 NF1251'THE WEST SIDE OF A SMALL APPLE ORCHARD AND ON PROPERTY OWNED BY MR.
 NF1251'KREEGER OF 9152 VOGT. ROAD, FOWLERVILLE, MICHIGAN 48836.  THE STATION
 NF1251'MARK WAS RECOVERED ABOUT 14 INCHES BELOW GROUND IN GOOD CONDITION. IT
 NF1251'IS LOCATED 28.5 FT (8.7 M) NORTH OF VOGT RD., 20.0 FT (6.1 M)
 NF1251'NORTHWEST OF A METAL WITNES POST, 17.0 FT (5.2 M) WEST OF A BOARD
 NF1251'FENCE.  THE MONUMENT IS APPROXIMATELY 14 INCHES BELOW THE GROUND
 NF1251'SURFACE.
 NF1251'TO REACH THE STATION FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT
 NF1251'THE JUNCTION OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO
 NF1251'SOUTH ON BEACH ST. (BANCROFT ROAD) FOR 2.7 MI (4.3 KM) TO A T-ROAD
 NF1251'INTERSECTION. TURN RIGHT AND GO WEST ON BRITTON RD. FOR 0.35 MI
 NF1251'(0.56 KM) TO A SIDE ROAD TO THE LEFT (BANCROFT RD. SOUTH). TURN LEFT
 NF1251'AND GO SOUTH ON BANCROFT RD. FOR 3.1 MI (5.0 KM) TO A T-ROAD
 NF1251'INTERSECTION. TURN RIGHT AND GO WEST ON BRADEN RD. FOR 1.0 MI
 NF1251'(1.6 KM) TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH ON FOWLERVILLE
 NF1251'RD. FOR 3.0 MI (4.8 KM) TO A SIDE ROAD LEFT (VOGT RD.). TURN RIGHT
 NF1251'AND GO WEST ON VOGT RD. FOR 0.75 MI (1.21 KM) TO A SMALL APPLE
 NF1251'ORCHARD ON THE RIGHT AND STATION AS DESCRIBED ABOVE.
 NF1251
 NF1251                          STATION RECOVERY (1990)
 NF1251
 NF1251'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NF1251'STATION IS LOCATED IN QUAD 420841, IN THE N0RTHEAST 1/4 OF SECTION 9,
 NF1251'T-4-N, R-3-E, CONWAY TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 9
 NF1251'MILES SOUTHWEST OF BANCROFT, 8 MILES SOUTHEAST OF PERRY, AT THE WEST
 NF1251'SIDE OF A SMALL APPLE ORCHARD AND ON PROPERTY OWNED BY MR. KREEGER OF
 NF1251'1952 VOGT ROAD, FOWLERVILLE, MICHIGAN 48836 AND ON THE CORUNNA
 NF1251'QUADRANGLE MAP.
 NF1251'TO REACH THE STATION FROM THE BANCROFT DEPARTMENT OF PUBLIC WORKS AT
 NF1251'THE JUNCTION OF BEACH AND WARREN STREETS IN BANCROFT MICHIGAN, GO
 NF1251'SOUTH ON BEACH ST. (BANCROFT ROAD) FOR 4.3 KM (2.7 MI) TO A T-ROAD
 NF1251'(BRITTON ROAD) INTERSECTION.  TURN RIGHT AND GO WEST ON BRITTON ROAD
 NF1251'FOR 0.56 KM (0.35 MI) TO A SIDE ROAD TO THE LEFT, A T-ROAD (BARDEN
 NF1251'ROAD) INTERSECTION.  TURN LEFT AND GO WEST ON BARDEN ROAD FOR 1.6 KM
 NF1251'(1.0 MI) TO A SIDE ROAD (FOWLERVILLE ROAD) ON LEFT.  TURN LEFT AND GO
 NF1251'SOUTH ON FOWLERVILLE ROAD FOR 4.8 KM (3.0 MI) TO VOGT ROAD.  TURN
 NF1251'RIGHT AND GO WEST ON VOGT ROAD FOR 1.21 KM (0.75 MI) TO A SMALL APPLE
 NF1251'ORCHARD ON THE RIGHT AND STATION IS 28.5 FT (8.7 M) NORTH OF ROAD.
 NF1251'THE STATION WAS RECOVERED ABOUT 14 INCHES BELOW GROUND IN GOOD
 NF1251'CONDITION.  IT IS LOCATED 8.7 M (28.5 FT) NORTH OF VOGT ROAD, 6.1 M
 NF1251'(20.0 FT) NORTHWEST OF A METAL WITNESS POST, 5.2 M (17.1 FT) WEST OF
 NF1251'A BOARD FENCE.  THE MONUMENT IS APPROXIMATELY 14 INCHES BELOW THE
 NF1251'GROUND SURFACE.
 NF1251
 NF1251                          STATION RECOVERY (1991)
 NF1251
 NF1251'RECOVERED 1991
 NF1251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1119 ***********************************************************************
 NF1119  DESIGNATION -  GRAND
 NF1119  PID         -  NF1119
 NF1119  STATE/COUNTY-  MI/CLINTON
 NF1119  USGS QUAD   -  WACOUSTA (1973)
 NF1119
 NF1119                         *CURRENT SURVEY CONTROL
 NF1119  ___________________________________________________________________
 NF1119* NAD 83(1994)-  42 47 06.19488(N)    084 40 05.06736(W)     ADJUSTED  
 NF1119* NAVD 88     -       261.154  (meters)     856.80   (feet)  ADJUSTED  
 NF1119  ___________________________________________________________________
 NF1119  X           -     435,668.898 (meters)                     COMP
 NF1119  Y           -  -4,668,086.346 (meters)                     COMP
 NF1119  Z           -   4,310,162.199 (meters)                     COMP
 NF1119  LAPLACE CORR-           2.61  (seconds)                    DEFLEC99
 NF1119  ELLIP HEIGHT-         227.54  (meters)          (10/15/03) GPS OBS
 NF1119  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF1119  DYNAMIC HT  -         261.081 (meters)     856.56  (feet)  COMP
 NF1119  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 NF1119
 NF1119  HORZ ORDER  -  FIRST
 NF1119  VERT ORDER  -  FIRST     CLASS II
 NF1119  ELLP ORDER  -  FOURTH    CLASS I
 NF1119
 NF1119.The horizontal coordinates were established by GPS observations
 NF1119.and adjusted by the National Geodetic Survey in October 2003..
 NF1119
 NF1119.The orthometric height was determined by differential leveling
 NF1119.and adjusted by the National Geodetic Survey in June 1991..
 NF1119
 NF1119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1119
 NF1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1119
 NF1119.The ellipsoidal height was determined by GPS observations
 NF1119.and is referenced to NAD 83.
 NF1119
 NF1119.The geoid height was determined by GEOID03.
 NF1119
 NF1119.The dynamic height is computed by dividing the NAVD 88
 NF1119.geopotential number by the normal gravity value computed on the
 NF1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1119.degrees latitude (g = 980.6199 gals.).
 NF1119
 NF1119.The modeled gravity was interpolated from observed gravity values.
 NF1119
 NF1119;                    North         East     Units Scale Factor Converg.
 NF1119;SPC MI S     -   142,784.435 3,975,339.748   MT  0.99990839   -0 12 18.4
 NF1119;SPC MI S     -   468,452.87 13,042,453.24   iFT  0.99990839   -0 12 18.4
 NF1119;UTM  16      - 4,739,583.124   690,736.780   MT  1.00004760   +1 35 04.0
 NF1119
 NF1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1119!SPC MI S     -   0.99996432  x   0.99990839  =   0.99987271
 NF1119!UTM  16      -   0.99996432  x   1.00004760  =   1.00001192
 NF1119
 NF1119:                Primary Azimuth Mark                     Grid Az
 NF1119:SPC MI S     -  DEWITT TWP TANK                          060 10 51.6
 NF1119:UTM  16      -  DEWITT TWP TANK                          058 23 29.2
 NF1119
 NF1119|---------------------------------------------------------------------|
 NF1119| PID    Reference Object                     Distance      Geod. Az  |
 NF1119|                                                           dddmmss.s |
 NF1119| NF1439 DEWITT TWP TANK                     APPROX. 7.8 KM 0595833.2 |
 NF1119| NF1702 GRAND RM 1                           28.955 METERS 09813     |
 NF1119| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 2.5 KM 1000943.5 |
 NF1119| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 5.5 KM 1005811.0 |
 NF1119| NF1431 LANSING N MUN TANK                  APPROX.10.2 KM 1024955.0 |
 NF1119| NF1432 LANSING MOTOR WHEEL TANK            APPROX.11.0 KM 1095525.1 |
 NF1119| NF1497 LANSING AMER MARSH PUMPS TK         APPROX.11.3 KM 1131803.6 |
 NF1119| NF1488 LANSING CITY WATER LIGHT STACK      APPROX.11.2 KM 1194935.5 |
 NF1119| NF1485 LANSING FISHER BODY TANK            APPROX. 8.7 KM 1261006.0 |
 NF1119| NF1499 LANSING DIAMOND REO W TANK          APPROX.12.3 KM 1275758.7 |
 NF1119| NF1489 LANSING CITY PWR PLANT CEN STK      APPROX.11.7 KM 1291333.3 |
 NF1119| NF1480 LANSING DELTA TWP TANK              APPROX. 7.4 KM 1480904.8 |
 NF1119| NF1481 LANSING GM PARTS DIV TANK           APPROX. 9.2 KM 1502653.9 |
 NF1119| NF1484 MILLETT GRAND TRUNK MICROWAVE       APPROX. 9.8 KM 1573632.4 |
 NF1119| NF1529 VORTAC LANSING LAN                  APPROX. 7.9 KM 1974710.6 |
 NF1119| NF1468 GRAND AZ MK 1976                    APPROX. 0.6 KM 2773527.5 |
 NF1119| NF1699 GRAND AZ MK 2                       APPROX. 0.7 KM 2774253.1 |
 NF1119| NF1703 GRAND RM 2                           27.954 METERS 34315     |
 NF1119|---------------------------------------------------------------------|
 NF1119
 NF1119                          SUPERSEDED SURVEY CONTROL
 NF1119
 NF1119  ELLIP H (07/17/02)  227.59   (m)                       GP(       ) 4 1
 NF1119  NAD 83(1994)-  42 47 06.19498(N)    084 40 05.06872(W) AD(       ) 1
 NF1119  ELLIP H (02/03/97)  227.64   (m)                       GP(       ) 4 1
 NF1119  NAD 83(1986)-  42 47 06.19323(N)    084 40 05.08649(W) AD(       ) 1
 NF1119  NAD 27      -  42 47 06.06801(N)    084 40 05.14556(W) AD(       ) 1
 NF1119  NAVD 88 (10/15/03)  261.15   (m)          856.8    (f) LEVELING    3  
 NF1119  NGVD 29 (??/??/92)  261.286  (m)          857.24   (f) ADJ UNCH    2 2
 NF1119
 NF1119.Superseded values are not recommended for survey control.
 NF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1119.See file dsdata.txt to determine how the superseded data were derived.
 NF1119
 NF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9073739583(NAD 83)
 NF1119_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1119_SP_SET: CONCRETE POST
 NF1119_STAMPING: GRAND 1976
 NF1119_MARK LOGO: NGS   
 NF1119_PROJECTION: FLUSH
 NF1119_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1119+STABILITY: SURFACE MOTION
 NF1119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1119+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2003
 NF1119
 NF1119  HISTORY     - Date     Condition        Report By
 NF1119  HISTORY     - 1976     MONUMENTED       NGS
 NF1119  HISTORY     - 1976     GOOD             NGS
 NF1119  HISTORY     - 1978     GOOD             NGS
 NF1119  HISTORY     - 1980     GOOD             MIDH
 NF1119  HISTORY     - 19820415 GOOD             NGS
 NF1119  HISTORY     - 19821113 GOOD             NGS
 NF1119  HISTORY     - 19901127 GOOD             MIDH
 NF1119  HISTORY     - 19921113 GOOD             NGS
 NF1119  HISTORY     - 19981203 GOOD             NGS
 NF1119  HISTORY     - 19990408 GOOD             NGS
 NF1119  HISTORY     - 20030817 GOOD             NGS
 NF1119
 NF1119                          STATION DESCRIPTION
 NF1119
 NF1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1119'THE STATION IS LOCATED 7 MILES NORTHWEST OF DOWNTOWN LANSING, 5
 NF1119'MILES NORTHEAST OF GRAND LEDGE, 0.2 MILE EAST OF THE JUNCTION OF
 NF1119'INTERSTATE HIGHWAY 96 AND GRAND RIVER AVENUE, ON ROAD RIGHT-OF-WAY,
 NF1119'IN WEEDS, IN A FLAT AREA ALONG SIDE A HIGHWAY ON-RAMP, IN THE
 NF1119'SOUTHEAST 1/4 OF SECTION 28.  T 5 N, R 3 W.
 NF1119'
 NF1119'TO REACH THE STATION FROM THE OVERPASS AT INTERSTATE HIGHWAY 96 AND
 NF1119'GRAND RIVER AVENUE, GO EAST ON GRAND RIVER AVENUE FOR 0.2 MILE TO
 NF1119'THE ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN TURN
 NF1119'LEFT ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE
 NF1119'RIGHT-OF-WAY FENCE 0.05 MILE TO THE STATION ON THE LEFT.
 NF1119'
 NF1119'STATION MARKS ARE STANDARD DISK STAMPED GRAND 1976.  THE SURFACE
 NF1119'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1119'THAT IS 1 INCH BELOW GROUND.  IT IS 152 FEET NORTHWEST OF THE EAST
 NF1119'END OF THE MEDIAN FORMED BY THE RAMP AND GRAND RIVER AVENUE, 82
 NF1119'FEET NORTH OF THE CENTER OF THE RAMP, 52.5 FEET SOUTH OF A METAL
 NF1119'WITNESS POST IN THE FENCE LINE, AND 18 YARDS EAST OF A SMALL
 NF1119'CLUSTER OF SMALL TREES.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 NF1119'AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 NF1119'
 NF1119'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAND NO 1 1976, IS SET
 NF1119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1119'WITH THE GROUND.  IT IS 6.5 FEET EAST-SOUTHEAST OF A 4-INCH TREE
 NF1119'IN THE FENCE LINE, 3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 NF1119'IN THE FENCE LINE, AND 1 FOOT SOUTH OF THE FENCE.
 NF1119'
 NF1119'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAND NO 2 1976, IS SET
 NF1119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1119'WITH THE GROUND.  IT IS 20 YARDS NORTH OF THE CLUSTER OF SMALL
 NF1119'TREES, 22 FEET WEST OF A 7-INCH TREE, AND 1 FOOT SOUTH OF THE
 NF1119'FENCE.
 NF1119'
 NF1119'THE AZIMUTH MARK, A STANDARD DISK STAMPED GRAND 1976, IS SET IN THE
 NF1119'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1119'THE GROUND.  IT IS 5, FEET SOUTH OF THE EASTBOUND LANE OF GRAND
 NF1119'RIVER AVENUE, 36 FEET NORTHWEST OF A VEE FORMED BY TWO ON-RAMPS TO
 NF1119'THE INTERSTATE HIGHWAY, 35.5 FEET SOUTHEAST OF A ROUND SEWER
 NF1119'DRAIN, AND 4.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 NF1119'
 NF1119'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON GRAND RIVER
 NF1119'AVENUE FOR 0.3 MILE TO A SMALL GRASSY TRIANGLE ON THE LEFT AT THE
 NF1119'ON-RAMPS FOR THE INTERSTATE HIGHWAY AND THE MARK IN THE
 NF1119'TRIANGLE.
 NF1119'
 NF1119'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1119'
 NF1119'NEAREST TOWN--GRAND LEDGE.
 NF1119'
 NF1119'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 NF1119
 NF1119                          STATION RECOVERY (1976)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF1119'RECOVERED IN GOOD CONDITION.
 NF1119
 NF1119                          STATION RECOVERY (1978)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 NF1119'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 NF1119'RECOVERED IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 NF1119'
 NF1119'THE STATION IS LOCATED 7 MILES NORTHWEST OF DOWNTOWN LANSING, 5
 NF1119'MILES NORTHEAST OF GRAND LEDGE, 0.2 MILE EAST OF THE JUNCTION OF
 NF1119'INTERSTATE HIGHWAY 96 AND GRAND RIVER AVENUE, ON ROAD RIGHT-OF-WAY,
 NF1119'IN WEEDS, IN A FLAT AREA ALONG SIDE A HIGHWAY ON-RAMP, IN THE
 NF1119'SE 1/4 OF SECTION 28.  T 5 N, R 3 W.
 NF1119'
 NF1119'TO REACH THE STATION FROM THE OVERPASS AT INTERSTATE HIGHWAY 96
 NF1119'AND GRAND RIVER AVENUE, GO EAST FOR 0.2 MILE (ON GRAND RIVER AVENUE)
 NF1119'TO THE ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN
 NF1119'LEFT ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE
 NF1119'RIGHT-OF-WAY FENCE 0.05 MILE TO THE STATION ON THE LEFT.
 NF1119'
 NF1119'STATION MARKS ARE STANDARD DISKS STAMPED GRAND 1976.  THE SURFACE
 NF1119'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1119'THAT IS 1 INCH BELOW GROUND LEVEL.  IT IS 152 FEET NORTHWEST
 NF1119'OF THE EAST END OF THE MEDIAN FORMED BY THE RAMP AND GRAND RIVER
 NF1119'AVENUE, 82 FEET NORTH OF THE CENTER OF THE RAMP, 52.5 FEET SOUTH
 NF1119'OF A METAL WITNESS POST IN THE FENCE LINE, AND 18 YARDS EAST OF A
 NF1119'SMALL CLUSTER OF SMALL TREES.  THE UNDERGROUND DISK IS SET IN TOP
 NF1119'OF AN IRREGULAR CONCRETE MASS 42 INCHES BELOW GROUND.
 NF1119'
 NF1119'REFERENCE MARK 1, A STANDARD DISK STAMPED GRAND NO 1 1976, IS SET IN
 NF1119'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 NF1119'IT IS 6.5 FEET EAST-SOUTHEAST OF A 4-INCH TREE IN THE FENCE LINE, 3
 NF1119'FEET WEST-SOUTHWEST OF A METAL WITNESS POST, AND 1 FOOT SOUTH OF
 NF1119'A FENCE.
 NF1119'
 NF1119'REFERENCE MARK 2, A STANDARD DISK STAMPED GRAND NO 2 1976, IS SET
 NF1119'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1119'WITH THE GROUND.  IT IS 20 YARDS NORTH OF THE CLUSTER OF SMALL
 NF1119'TREES, 22 FEET WEST OF A 7-INCH TREE, AND 1 FOOT SOUTH OF THE
 NF1119'FENCE.
 NF1119'
 NF1119'AZIMUTH MARK, A STANDARD DISK STAMPED GRAND 1976, IS SET IN THE TOP
 NF1119'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1119'GROUND.  IT IS 58 FEET SOUTH OF THE EASTBOUND LANE OF GRAND RIVER
 NF1119'AVENUE, 36 FEET NORTHWEST OF A VEE FORMED BY TWO ON-RAMPS TO THE
 NF1119'INTERSTATE HIGHWAY, 35.5 FEET SOUTHEAST OF A ROUND SEWER DRAIN,
 NF1119'AND 4.0 FEET SOUTH-SOUTHWEST OF A WITNESS POST.
 NF1119'
 NF1119'TO REACH THE AZIMUTH MARK FROM STATION, GO WEST ON GRAND RIVER
 NF1119'AVENUE FOR 0.3 MILE TO MARK ON THE LEFT IN SMALL TRIANGLE.
 NF1119'
 NF1119'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 NF1119'GRAND LEDGE.
 NF1119'
 NF1119'HEIGHT OF LIGHT ABOVE STATION MARK 34.5 METERS.
 NF1119
 NF1119                          STATION RECOVERY (1980)
 NF1119
 NF1119'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 NF1119'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1119'CONDITION . THE DISTANCES FROM THE STATION MARK TO REFERENCE MARKS 1
 NF1119'AND 2 WERE CHECKED AND FOUND TO BE CORRECT.  NO MEASUREMENT BETWEEN
 NF1119'REFERENCE MARKS DUE TO BRUSH ON LINE.  AZIMUTH MARK NOT RECOVERED.
 NF1119
 NF1119                          STATION RECOVERY (1982)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 NF1119'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 NF1119'CONDITION.  THE AZIMUTH MARK WAS DESTROYED AT THIS TIME DUE TO NEW
 NF1119'ROAD CONSTRUCTION AND A NEW AZIMUTH NO 2 WAS ESTABLISHED AT THIS
 NF1119'TIME.  THE DISTANCE AND DIRECTION TO BOTH REFERENCE MARKS CHECKED THE
 NF1119'OLD DATA.  DUE TO THE GROWTH OF UNDER BRUSH A AND TREES ON LINE THE
 NF1119'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 WAS NOT CHECKED AT
 NF1119'THIS TIME.  REFERENCE MARK DISKS WERE USED INSTEAD OF AZIMUTH MARKS
 NF1119'DISKS FOR THE NEW AZIMUTH, DUE TO THE FACT I WAS OUT OF AZIMUTH MARK
 NF1119'DISKS.
 NF1119'STATION IS LOCATED IN QUAD. 420844, 11.3 KM (7.0 MI) NORTHWEST OF
 NF1119'DOWNTOWN LANSING, 8.0 KM (5.0 MI) NORTHEAST OF GRAND LEDGE, 0.32 KM
 NF1119'(0.20 MI) EAST OF THE JUNCTION OF INTERTSTATE HIGHWAY 96 AND GRAND
 NF1119'RIVER AVENUE, ON ROAD RIGHT-OF-WAY, IN WEEDS IN A FLAT AREA ALONG
 NF1119'SIDE A HIGHWAY ON-RAMP, IN THE SOUTHEAST 1/4 OF SEC. 28, T-5-N,
 NF1119'R-3-W.
 NF1119'TO REACH FROM THE OVERPASS AT INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NF1119'AVENUE, GO EAST ON GRAND RIVER AVENUE FOR 0.35 KM (0.22 MI) TO THE
 NF1119'ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN RURN LEFT
 NF1119'ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE RIGHT-OF-WAY
 NF1119'FENCE 0.08 KM (0.05 MI) TO THE STATION LEFT.
 NF1119'A NEW TO REACH FOR THE AZIMUTH MARK FOLLOWS.  TO REACH THE AZIMUTH
 NF1119'MARK FROM THE STATION CONTINUE WEST ON NORTH GRAND RIVER AVENUE FOR
 NF1119'0.72 KM (0.45 MI) TO JUST BEFORE DIVIDED HIGHWAY ENDS AND THE MARK ON
 NF1119'THE LEFT BY A FENCE LINE.  THERE IS AN UNDERGROUND DISK SET INTO AN
 NF1119'IRREGULAR MASS OF CONCRETE ABOUT 1.1 M (3.6 FT) BELOW THE GROUND
 NF1119'SURFACE.  IT IS LOCATED 31.852 M (104.501 FT) SOUTH-SOUTHWEST FROM
 NF1119'THE CENTER OF THE EAST BOUND LANE OF NORTH GRAND RIVER AVENUE, 0.671
 NF1119'M (2.201 FT) NORTH-NORTHEAST FROM A NORTH - SOUTH FENCE LINE, 0.579 M
 NF1119'(1.900 FT) NORTHWEST FROM A METAL WITNESS POST AND 0.457 M
 NF1119'(1.499 FT) SOUTHEAST FROM A METAL WITNESS POST.
 NF1119'A TRAVERSE CONNECTION WAS MADE TO THE NEW AZIMUTH USING ELECTRONIC
 NF1119'DISTANCE MEASURING EQUIPMENT.
 NF1119'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 M (4.9 FT) .
 NF1119'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1119
 NF1119                          STATION RECOVERY (1982)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 NF1119'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 NF1119'CONDITION.  THE AZIMUTH MARK WAS DESTROYED AT THIS TIME DUE TO NEW
 NF1119'ROAD CONSTRUCTION AND A NEW AZIMUTH NO 2 WAS ESTABLISHED AT THIS TIME.
 NF1119'THE DISTANCE AND DIRECTION TO RMS 1 AND 2 CHECKED THE OLD DATA.  DUE
 NF1119'THE GROWTH OF UNDER BRUSH A TREES ON LINE THE DISTANCE FROM RM 1 TO RM
 NF1119'2 WAS NOT CHECKED AT THIS TIME.  REFERENCE MARK DISKS WERE USED
 NF1119'INSTEAD OF AZIMUTH MARK DISKS DUE TO THE FACT I WAS OUT OF AZIMUTH
 NF1119'MARK DISKS.  THE DESCRIPTION TO THE STATION IS STILL ADEQUATE AND
 NF1119'CORRECT.  A NEW TO REACH IS WRITTEN FOR THE AZIMUTH.
 NF1119'A TRAVERSE CONNECTION WAS MADE TO THE NEW AZIMUTH MARK USING
 NF1119'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1119' 
 NF1119'THE STATION IS A STANDARD NGS DISK STAMPED---GRAND 1976---, SET INTO
 NF1119'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER,
 NF1119'FLUSH WITH GROUND. THE STATION IS LOCATED 24.994 METERS (82.001 FT)
 NF1119'NORTH-NORTHEAST FROM THE APPROXIMATE CENTER OF THE N-BOUND ENTRANCE
 NF1119'RAMP OF I-96, 16.276 METERS (53.399 FT) SOUTH-SOUTHWEST FROM A METAL
 NF1119'WITNESS POST SET IN A FENCE LINE, 12.192 METERS (40.000 FT) NORTH FROM
 NF1119'A UTILITY POLE AND 1.219 METERS (3.999 FT) SOUTH-SOUTHWEST FROM A
 NF1119'METAL WITNESS POST.
 NF1119' 
 NF1119'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--GRAND NO 1 1976-,
 NF1119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN
 NF1119'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 1.920 METERS
 NF1119'(6.299 FT) SOUTHEAST FROM A 8-INCH OAK TREE, 0.853 METERS (2.799 FT)
 NF1119'WEST-NORTHWEST FROM A METAL WITNESS POST AND 0.305 METERS (1.001 FT)
 NF1119'SOUTHWEST FROM A EAST-WEST FENCE LINE, AND 0.31 METERS (1.02 FT)
 NF1119'HIGHER THAN THE STATION.
 NF1119' 
 NF1119'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--GRAND NO 2 1976--,
 NF1119'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 NF1119'DIAMETER FLUSH WITH THE GROUND.  THE STATION IS LOCATED 6.096 METERS
 NF1119'(20.000 FT) WEST-NORTHWEST FROM A 12 INCH OAK TREE, 18.532 METERS
 NF1119'(60.800 FT) WEST-NORTHWEST FROM THE METAL WITNESS POST SET IN FENCE
 NF1119'LINE AND 0.305 METERS (1.001 FT) SOUTHWEST FROM THE EAST WEST FENCE
 NF1119'POST, AND 0.31 METERS (1.02 FT) LOWER THAN THE STATION.
 NF1119' 
 NF1119'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK REFERENCE MARK DISK
 NF1119'STAMPED--GRAND 1976 AZIMUTH NO 2 1982--, SET INTO THE TOP OF A ROUND
 NF1119'CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH THE
 NF1119'GROUND.  THE STATION IS LOCATED 31.9 METERS (104.7 FT) SOUTH
 NF1119'SOUTHWEST FROM THE CENTER OF THE EAST BOUND LANE OF NORTH GRAND
 NF1119'RIVER AVE, 0.7 METERS (2.3 FT) NORTH-NORTHEEAST FROM A NORTH SOUTH
 NF1119'FENCE LINE, 0.6 METERS (2.0 FT) NORTHWEST FROM A METAL WITNESS POST
 NF1119'AND 0.5 METER (1.6 FT) SOUTHEAST FROM A METAL WITNESS POST.  TO
 NF1119'REACH THE AZIMUTH MARK FROM THE STATION CONTINUE WEST ON NORTH
 NF1119'GRAND RIVER AVENUE FOR 0.45 MILE (0.72 KM) TO JUST BEFORE DIVIDED
 NF1119'HIGHWAY ENDS AND THE MARK ON THE LEFT BY A FENCE LINE.  THERE IS AN
 NF1119'UNDERGROUND DISK SET INTO AN IRREGULAR MASS OF CONCRETE ABOUT 42
 NF1119'INCHES METERS BELOW THE GROUND STAMPED--GRAND AZIMUTH NO 2 1982--.
 NF1119
 NF1119                          STATION RECOVERY (1990)
 NF1119
 NF1119'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NF1119'STATION IS LOCATED IN QUAD. 420844, INSIDE THE LARGE TRIANGULAR AREA
 NF1119'OF THE NORTHERN INTERSECTION OF INTERSTATE 69/US HIGHWAY 27 (EXIT 81
 NF1119'WESTBOUND) AND INTERSTATE 96 (EXIT 91).  STATION IS 6-3/4 MILES
 NF1119'NORTHWEST OF THE STATE CAPITOL BUILDING.  IT IS ON THE
 NF1119'NORTH-NORTHEAST SIDE OF GRAND RIVER AVENUE, 0.2 MI (0.3 KM)
 NF1119'EAST-SOUTHEAST OF INTERSTATE 96 CROSSING (EXIT 91) OF GRAND RIVER
 NF1119'AVENUE, 0.16 MI (0.26 KM) WEST-NORTHWEST OF INTERSTATE HIGHWAY 69
 NF1119'CROSSING OF GRAND RIVER AVENUE, 0.1 MI (0.2 KM) WEST-NORTHWEST OF THE
 NF1119'INTERSECTION OF FRANCIS ROAD, NORTHWEST ACROSS FROM 7305 WEST GRAND
 NF1119'RIVER AVENUE, 160.1 FT (48.8 M) NORTH-NORTHEAST OF CENTER OF GRAND
 NF1119'RIVER AVENUE, 41.3 FT (12.6 M) NORTH-NORTHEAST FROM A WIRE FENCE,
 NF1119'40.4 FT (12.3 M) NORTH-NORTHEAST FROM A TELEPHONE POLE, 65.9 FT
 NF1119'(20.1 M) NORTHWEST FROM RIGHT-OF-WAY MARKER 101 19043, 95 FT
 NF1119'(29.0 M) WEST-NORTHWEST FROM REFERENCE MARK NO. 1 AND 3.9 FT (1.2 M)
 NF1119'SOUTHWEST FROM A METAL WITNESS POST.
 NF1119'DESCRIBED BY MIDH.
 NF1119
 NF1119                          STATION RECOVERY (1992)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1119'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1119'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 10.8 KM (6.70 MI)
 NF1119'NORTHWESTERLY ALONG NORTH AND GRAND RIVER AVENUES, 0.3 KM (0.20 MI)
 NF1119'SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 96, 45.2 M (148.3
 NF1119'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 29.0
 NF1119'M (95.1 FT) WEST-NORTHWEST OF REFERENCE MARK 1, 12.1 M (39.7 FT)
 NF1119'NORTH-NORTHEAST OF A UTILITY POLE, 1.1 M (3.6 FT) SOUTHWEST OF A
 NF1119'WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 NF1119'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1119
 NF1119                          STATION RECOVERY (1998)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 NF1119'OTHER ALIASES INCLUDE DOD 0937-2 AND NN 432. STATION IS INSIDE THE
 NF1119'LARGE TRIANGULAR AREA OF THE NORTHERN INTERSECTION OF INTERSTATE 69/US
 NF1119'27 (EXIT 81 WESTBOUND) AND INTERSTATE 96 (EXIT 91) .  STATION IS 6.75
 NF1119'MI (10.86 KM) NW OF STATE CAPITOL.  STATION IS ON NNE SIDE OF GRAND
 NF1119'RIVER AVENUE, 0.20 MI (0.32 KM) ESE OF I-96 (EXIT 91) OF GRAND RIVER
 NF1119'AVENUE, 0.16 MI (0.26 KM) WNW OF I-69 CROSSING OF GRAND RIVER AVENUE,
 NF1119'0.10 MI (0.16 KM) WNW OF INTERSECTION WITH FRANCIS ROAD, NW ACROSS
 NF1119'FROM 7305 WEST GRAND RIVER AVENUE (ABANDONED WHITE SHACK) , 48.8 M
 NF1119'(160.1 FT) NNE OF CENTER OF GRAND RIVER AVENUE, 12.6 M (41.3 FT) NNE
 NF1119'OF WIRE FENCE, 12.3 M (40.4 FT) NNE OF TELEPHONE POLE, 20.1 M (65.9
 NF1119'FT) NW OF RIGHT-OF-WAY MARKER 101 19043, 29 M (95.1 FT) WNW OF RM 1,
 NF1119'AND 1.2 M (3.9 FT) SW OF METAL WITNESS POST.  DISK IS SET IN TOP OF
 NF1119'0.3 M (1.0 FT) CIRCULAR CONCRETE POST SET FLUSH WITH GROUND.  CHISELED
 NF1119'ARROW POINTS NORTH.  THERE IS AN UNDERGROUND MARK.
 NF1119
 NF1119                          STATION RECOVERY (1999)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1119'RECOVERED AS DESCRIBED.
 NF1119
 NF1119                          STATION RECOVERY (2003)
 NF1119
 NF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR)
 NF1119'RECOVERED AS DESCRIBED.
 NF1119'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0271 ***********************************************************************
 QJ0271  DESIGNATION -  GRAND
 QJ0271  PID         -  QJ0271
 QJ0271  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0271  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0271
 QJ0271                         *CURRENT SURVEY CONTROL
 QJ0271  ___________________________________________________________________
 QJ0271* NAD 83(1994)-  45 20 18.08860(N)    083 32 06.56008(W)     ADJUSTED  
 QJ0271* NAVD 88     -       197.     (meters)     646.     (feet)  SCALED    
 QJ0271  ___________________________________________________________________
 QJ0271  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 QJ0271  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0271
 QJ0271  HORZ ORDER  -  THIRD
 QJ0271
 QJ0271.The horizontal coordinates were established by classical geodetic methods
 QJ0271.and adjusted by the National Geodetic Survey in February 1997..
 QJ0271
 QJ0271.The orthometric height was scaled from a topographic map.
 QJ0271
 QJ0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0271
 QJ0271.The geoid height was determined by GEOID03.
 QJ0271
 QJ0271;                    North         East     Units Scale Factor Converg.
 QJ0271;SPC MI C     -   224,986.413 6,065,169.712   MT  0.99993644   +0 35 14.6
 QJ0271;SPC MI C     -   738,144.40 19,898,850.76   iFT  0.99993644   +0 35 14.6
 QJ0271;UTM  17      - 5,023,665.385   301,371.142   MT  1.00008511   -1 48 13.6
 QJ0271
 QJ0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0271!SPC MI C     -   0.99997492  x   0.99993644  =   0.99991136
 QJ0271!UTM  17      -   0.99997492  x   1.00008511  =   1.00006003
 QJ0271
 QJ0271:                Primary Azimuth Mark                     Grid Az
 QJ0271:SPC MI C     -  PRESQUE ISLE LIGHTHOUSE                  058 24 26.0
 QJ0271:UTM  17      -  PRESQUE ISLE LIGHTHOUSE                  060 47 54.2
 QJ0271
 QJ0271|---------------------------------------------------------------------|
 QJ0271| PID    Reference Object                     Distance      Geod. Az  |
 QJ0271|                                                           dddmmss.s |
 QJ0271| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX. 3.9 KM 0585940.6 |
 QJ0271| QJ0244 GRAND LAKE LOOKOUT TOWER            APPROX. 6.7 KM 1362655.5 |
 QJ0271| QJ0139 GRAND RM 1                           30.516 METERS 17637     |
 QJ0271| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.14.5 KM 2412845.2 |
 QJ0271| QJ0140 GRAND RM 2                           20.828 METERS 25654     |
 QJ0271| QJ0141 GRAND AZ MK                                        3165803.2 |
 QJ0271|---------------------------------------------------------------------|
 QJ0271
 QJ0271                          SUPERSEDED SURVEY CONTROL
 QJ0271
 QJ0271  NAD 83(1986)-  45 20 18.08074(N)    083 32 06.56290(W) AD(       ) 3
 QJ0271  NAD 27      -  45 20 18.02900(N)    083 32 06.62300(W) AD(       ) 3
 QJ0271
 QJ0271.Superseded values are not recommended for survey control.
 QJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0271.See file dsdata.txt to determine how the superseded data were derived.
 QJ0271
 QJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0137123665(NAD 83)
 QJ0271_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0271
 QJ0271  HISTORY     - Date     Condition        Report By
 QJ0271  HISTORY     - 1956     MONUMENTED       CGS
 QJ0271
 QJ0271                          STATION DESCRIPTION
 QJ0271
 QJ0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0271'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF ROGERS CITY, 10
 QJ0271'MILES NORTH-EAST OF POSEN AND 4
 QJ0271'MILES NORTHWEST OF THE SMALL COMMUNITY OF PRESQUE ISLE, ON THE
 QJ0271'EAST SIDE OF PRESQUE ISLE COUNTY
 QJ0271'HIGHWAY 638 AND ON LAND OWNED BY THE MICHIGAN LIMESTONE
 QJ0271'DIVSION OF U.S. STEEL.  IT IS 39 FEET EAST OF THE
 QJ0271'CENTER OF COUNTY HIGHWAY 638, 3 FEET
 QJ0271'EAST OF A SINGLE STRAND WIRE FENCE AND 12 FEET EAST OF A WHITE
 QJ0271'WITNESS POST.  THE MARK IS FLUSH
 QJ0271'AND THE DISK IS STAMPED GRAND 1956.
 QJ0271'
 QJ0271'TO REACH THE STATON FROM THE JUNCTION OF U.S. HIGHWAY 23 AND MICHIGAN
 QJ0271'STATE HIGHWAY 65, WHICH IS ABOUT
 QJ0271'5 MILES NORTH OF POSEN, GO EAST ON U.S. HIGHWAY 23 FOR 5.5 MILES
 QJ0271'TO A GRAVELED SIDE ROAD LEFT (PRESQUE
 QJ0271'ISLE COUNTY 638) AT SIGN GRAND LAKE HOTEL AND
 QJ0271'COLONY BAR.  TURN LEFT AND FOLLOW WINDING GRAVELED AND
 QJ0271'BLACKTOPPED ROAD EAST AND SOUTHEAST FOR
 QJ0271'2.4 MILES TO THE AZIMUTH MARK ON THE EAST SIDE AS DESCRIBED.
 QJ0271'CONTINUE SOUTHEAST ON BLACKTOPPED
 QJ0271'ROAD FOR 0.45 MILE TO THE STATION ON THE EAST SIDE AS DESCRIBED.
 QJ0271'
 QJ0271'REFERENCE MARK 1 IS 25 FEET WEST OF THE CENTER OF HIGHWAY AND ABOUT 5
 QJ0271'FEET LOWER IN ELEVATION THAN
 QJ0271'STATION MARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRAND NO 1
 QJ0271'1956.
 QJ0271'
 QJ0271'REFERENCE MARK 2 IS 25 FEET WEST OF THE CENTER OF HIGHWAY AND ON
 QJ0271'ABOUT THE SAME ELEVATION AS
 QJ0271'THE STATION MARK.  THE MARK IS FLUSH AND THE DISK IS STAMPED GRAND NO
 QJ0271'2 1956.
 QJ0271'
 QJ0271'THE AZIMUTH MARK IS 46 FEET EAST OF THE CENTER OF HIGHWAY, 2 FEET
 QJ0271'EAST OF A SINGLE STRAND WIRE
 QJ0271'FENCE LINE AND 2 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 QJ0271'PROJECTS ABOUT 2 INCHES AND THE
 QJ0271'DISK IS STAMPED GRAND 1956.
 QJ0271'
 QJ0271'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1239 ***********************************************************************
 RJ1239  DESIGNATION -  GRAND
 RJ1239  PID         -  RJ1239
 RJ1239  STATE/COUNTY-  MI/LUCE
 RJ1239  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ1239
 RJ1239                         *CURRENT SURVEY CONTROL
 RJ1239  ___________________________________________________________________
 RJ1239* NAD 83(1994)-  46 37 36.03992(N)    085 50 03.26009(W)     ADJUSTED  
 RJ1239* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 RJ1239  ___________________________________________________________________
 RJ1239  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 RJ1239  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 RJ1239
 RJ1239  HORZ ORDER  -  SECOND
 RJ1239
 RJ1239.The horizontal coordinates were established by classical geodetic methods
 RJ1239.and adjusted by the National Geodetic Survey in February 1997..
 RJ1239
 RJ1239.The orthometric height was scaled from a topographic map.
 RJ1239
 RJ1239.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1239
 RJ1239.The geoid height was determined by GEOID03.
 RJ1239
 RJ1239;                    North         East     Units Scale Factor Converg.
 RJ1239;SPC MI N     -   205,535.190 8,089,268.487   MT  0.99992056   +0 50 33.4
 RJ1239;SPC MI N     -   674,328.05 26,539,594.77   iFT  0.99992056   +0 50 33.4
 RJ1239;UTM  16      - 5,164,339.502   589,242.745   MT  0.99969789   +0 50 50.8
 RJ1239
 RJ1239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1239!SPC MI N     -   0.99996330  x   0.99992056  =   0.99988386
 RJ1239!UTM  16      -   0.99996330  x   0.99969789  =   0.99966120
 RJ1239
 RJ1239|---------------------------------------------------------------------|
 RJ1239| PID    Reference Object                     Distance      Geod. Az  |
 RJ1239|                                                           dddmmss.s |
 RJ1239| CH1196 GRAND RM 1                           26.491 METERS 09200     |
 RJ1239| RJ1237 LAKE SUPERIOR WEST LOOKOUT TWR      APPROX.13.5 KM 0945714.8 |
 RJ1239| RJ1241 LUCE                                APPROX.12.2 KM 1871206.2 |
 RJ1239| CH1197 GRAND RM 2                           22.649 METERS 21031     |
 RJ1239|---------------------------------------------------------------------|
 RJ1239
 RJ1239                          SUPERSEDED SURVEY CONTROL
 RJ1239
 RJ1239  NAD 83(1986)-  46 37 36.03406(N)    085 50 03.25684(W) AD(       ) 2
 RJ1239  NAD 27      -  46 37 36.07576(N)    085 50 02.68295(W) AD(       ) 2
 RJ1239
 RJ1239.Superseded values are not recommended for survey control.
 RJ1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1239.See file dsdata.txt to determine how the superseded data were derived.
 RJ1239
 RJ1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8924364340(NAD 83)
 RJ1239_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1239_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1239
 RJ1239  HISTORY     - Date     Condition        Report By
 RJ1239  HISTORY     - 1965     MONUMENTED       CGS
 RJ1239
 RJ1239                          STATION DESCRIPTION
 RJ1239
 RJ1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1239'STATION IS ABOUT 7-3/4 MILES SOUTHEAST OF GRAND MARAIS, 4 MILES
 RJ1239'SOUTH OF LAKE
 RJ1239'SUPERIOR AND ON PROPERTY OF THE CLEVELAND CLIFFS IRON CO.
 RJ1239'
 RJ1239'TO REACH THE STATION FROM THE POST OFFICE IN GRAND MARAIS, GO
 RJ1239'EASTERLY ON GRAND
 RJ1239'MARAIS AVENUE, EVERETT AVENUE AND A GRAVELED ROAD FOR
 RJ1239'5.85 MILES TO A SIDE ROAD RIGHT.
 RJ1239'TURN RIGHT AND GO SOUTHEASTERLY ON A
 RJ1239'GRAVELED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT.
 RJ1239'TURN LEFT AND GO
 RJ1239'EASTERLY ON A GRAVELED ROAD FOR 2.75 MILES TO A SIDE ROAD RIGHT.
 RJ1239'TURN RIGHT AND GO
 RJ1239'EASTERLY AND SOUTH ON A SAND ROAD FOR 0.8 MILE TO A TRACK
 RJ1239'ROAD RIGHT.  TURN RIGHT AND GO
 RJ1239'WESTERLY ON THE TRACK ROAD FOR 0.7 MILE
 RJ1239'TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 RJ1239'WESTERLY ON A TRACK ROAD FOR
 RJ1239'0.1 MILE TO THE STATION ON THE RIGHT.
 RJ1239'
 RJ1239'STATION MARKS ARE STANDARD DISKS STAMPED GRAND 1965.  THE SURFACE
 RJ1239'DISK IS SET IN A
 RJ1239'ROUND CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS
 RJ1239'6 FEET NORTHWEST OF A METAL WITNESS
 RJ1239'POST, 19 FEET SOUTHWEST OF AN 8
 RJ1239'INCH TRIANGULAR BLAZED MAPLE TREE, 20 FEET NORTH OF
 RJ1239'THE CENTER OF A
 RJ1239'TRACK ROAD AND 47 FEET EAST OF A 15 INCH MAPLE TREE.  THE UNDERGROUND
 RJ1239'DISK IS SET IN AN
 RJ1239'IRREGULAR MASS OF CONCRETE 48 INCHES BELOW THE
 RJ1239'SURFACE OF THE GROUND.
 RJ1239'
 RJ1239'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GRAND NO 1 1965, IS
 RJ1239'SET IN A ROUND
 RJ1239'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 6 FEET
 RJ1239'NORTHEAST OF A 10 INCH MAPLE
 RJ1239'TREE, 7 FEET SOUTH OF THE CENTER OF THE
 RJ1239'TRACK ROAD, 20 FEET SOUTHEAST OF A 16 INCH
 RJ1239'MAPLE TREE AND 82 FEET EAST
 RJ1239'THE METAL WITNESS POST.
 RJ1239'
 RJ1239'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GRAND NO 2 1965, IS
 RJ1239'SET IN A ROUND
 RJ1239'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 12 FEET
 RJ1239'SOUTH OF THE CENTER OF THE TRACK
 RJ1239'ROAD, 23 FEET WEST OF A 16 INCH BEECH
 RJ1239'TREE, 43 FEET SOUTHWEST OF THE 16 INCH MAPLE TREE
 RJ1239'AND 73 FEET SOUTHWEST
 RJ1239'OF THE METAL WITNESS POST.
 RJ1239'
 RJ1239'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND DUE TO THE
 RJ1239'DENSE GROWTH OF
 RJ1239'TREES.
 RJ1239'
 RJ1239'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0676 ***********************************************************************
 RK0676  DESIGNATION -  GRAND
 RK0676  PID         -  RK0676
 RK0676  STATE/COUNTY-  MI/ALGER
 RK0676  USGS QUAD   -  WOOD ISLAND (1985)
 RK0676
 RK0676                         *CURRENT SURVEY CONTROL
 RK0676  ___________________________________________________________________
 RK0676* NAD 83(1994)-  46 31 31.81499(N)    086 41 34.81417(W)     ADJUSTED  
 RK0676* NAVD 88     -       301.     (meters)     988.     (feet)  SCALED    
 RK0676  ___________________________________________________________________
 RK0676  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 RK0676  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0676
 RK0676  HORZ ORDER  -  FIRST
 RK0676
 RK0676.The horizontal coordinates were established by classical geodetic methods
 RK0676.and adjusted by the National Geodetic Survey in February 1997..
 RK0676
 RK0676.The orthometric height was scaled from a topographic map.
 RK0676
 RK0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0676
 RK0676.The geoid height was determined by GEOID03.
 RK0676
 RK0676;                    North         East     Units Scale Factor Converg.
 RK0676;SPC MI N     -   193,678.618 8,023,552.652   MT  0.99991161   +0 13 18.8
 RK0676;SPC MI N     -   635,428.54 26,323,991.64   iFT  0.99991161   +0 13 18.8
 RK0676;UTM  16      - 5,152,483.080   523,545.365   MT  0.99960681   +0 13 22.0
 RK0676
 RK0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0676!SPC MI N     -   0.99995838  x   0.99991161  =   0.99986999
 RK0676!UTM  16      -   0.99995838  x   0.99960681  =   0.99956521
 RK0676
 RK0676:                Primary Azimuth Mark                     Grid Az
 RK0676:SPC MI N     -  WETMORE LOOKOUT TOWER                    161 27 16.5
 RK0676:UTM  16      -  WETMORE LOOKOUT TOWER                    161 27 13.3
 RK0676
 RK0676|---------------------------------------------------------------------|
 RK0676| PID    Reference Object                     Distance      Geod. Az  |
 RK0676|                                                           dddmmss.s |
 RK0676| RK0639 WETMORE LOOKOUT TOWER               APPROX.18.8 KM 1614035.3 |
 RK0676| CH1194 GRAND RM 1                           27.942 METERS 22958     |
 RK0676| CH1195 GRAND RM 2                           37.241 METERS 32549     |
 RK0676|---------------------------------------------------------------------|
 RK0676
 RK0676                          SUPERSEDED SURVEY CONTROL
 RK0676
 RK0676  NAD 83(1986)-  46 31 31.81020(N)    086 41 34.81124(W) AD(       ) 1
 RK0676  NAD 27      -  46 31 32.04500(N)    086 41 34.23300(W) AD(       ) 1
 RK0676
 RK0676.Superseded values are not recommended for survey control.
 RK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0676.See file dsdata.txt to determine how the superseded data were derived.
 RK0676
 RK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2354552483(NAD 83)
 RK0676_MARKER: DS = TRIANGULATION STATION DISK
 RK0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0676
 RK0676  HISTORY     - Date     Condition        Report By
 RK0676  HISTORY     - 1955     MONUMENTED       CGS
 RK0676
 RK0676                          STATION DESCRIPTION
 RK0676
 RK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0676'THE STATION IS IN SECTION 28, T. 48 N., R. 19 W., ON THE WESTERN SIDE
 RK0676'OF GRAND ISLAND IN LAKE SUPERIOR.  THE ISLAND IS OWNED BY THE
 RK0676'CLEVELAND CLIFFS IRON COMPANY OF NEGAUNEE, MICHIGAN.  THE STATION
 RK0676'IS 7 MILES NORTH OF MUNISING, 3 MILES NORTHEAST OF WOOD ISLAND, 2
 RK0676'MILES SOUTH OF THE NORTH SHORE OF THE ISLAND, 1 MILE NORTHWEST OF
 RK0676'THE NORTHERN EDGE OF ECHO LAKE, 1/2 MILE EAST OF THE WEST
 RK0676'SHORE OF THE ISLAND AND IN A CLEARING ABOUT 25 YARDS IN DIAMETER
 RK0676'ON THE SUMMIT OF A KNOLL.
 RK0676'
 RK0676'TO REACH FROM THE MUNISING FIRE DEPARTMENT BUILDING IN MUNISING, GO
 RK0676'NORTHWESTERLY ON STATE HIGHWAY 28 FOR 2.8 MILES TO A SIDE ROAD
 RK0676'RIGHT, TURN RIGHT AND GO NORTHERLY 0.3 MILE TO THE LAKE SHORE AND
 RK0676'THE DOCKS.  A BARGE HAULING LOGGING TRUCKS WAS USED TO TRANSPORT
 RK0676'TRUCKS AND EQUIPMENT TO THE ISLAND AND THERE IS ALSO A SPEED
 RK0676'BOAT AT THE HOTEL ON THE ISLAND THAT TRANSPORTS PASSENGERS TO AND
 RK0676'FROM THE ISLAND.  CROSS THE 1/2 MILE OF WATER TO THE DOCKS 0.2
 RK0676'MILE WEST OF THE WILLIAMS HOTEL ON THE SOUTHERN SHORE OF GRAND
 RK0676'ISLAND, GO NORTHERLY UP HILL ON THE MAIN TRAVELLED LOGGING ROAD FOR
 RK0676'2.5 MILES TO A FORK, TAKE LEFT FORK AND FOLLOW THE MAIN ROAD FOR
 RK0676'2.1 MILES TO A T-INTERSECTION, TURN LEFT AND GO 0.2 MILE TO A
 RK0676'FORK, TAKE RIGHT FORK 0.6 MILE TO FORK, KEEP LEFT FORK AND FOLLOW THE
 RK0676'MAIN ROAD FOR 0.8 MILE TO A KNOLL ON THE RIGHT, (THE TOP OF THIS
 RK0676'KNOLL WAS CLEARED OF TREES AND UNDERBRUSH WITH A BULLDOZER) AND THE
 RK0676'STATION ABOUT 37 FEET EAST OF THE CENTER OF THE ROAD.
 RK0676'
 RK0676'THE STATION MARK, STAMPED GRAND 1955, IS A STANDARD DISK SET IN A
 RK0676'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 55 FEET
 RK0676'NORTHEAST OF A 20-INCH TREE WITH A TRIANGLE BLAZE ON THE SOUTHWEST
 RK0676'SIDE, 35.5 FEET SOUTH-SOUTHWEST OF A 6-INCH TREE WITH A TRIANGLE
 RK0676'BLAZE AND 5 FEET HIGHER THAN THE SURFACE OF THE ROAD.
 RK0676'
 RK0676'REFERENCE MARK NO. 1, STAMPED GRAND NO 1 1955, IS A STANDARD DISK SET
 RK0676'IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 36 FEET
 RK0676'WEST OF THE CENTER OF THE ROAD, 9 FEET NORTH OF A 12-INCH TREE WITH
 RK0676'A TRIANGLE BLAZE ON THE EAST SIDE AND 1 FOOT NORTH OF A WHITE
 RK0676'WITNESS POST.
 RK0676'
 RK0676'REFERENCE MARK NO. 2, STAMPED GRAND NO 2 1955, IS A STANDARD DISK SET
 RK0676'IN A SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS 29 FEET
 RK0676'WEST OF THE CENTER OF THE ROAD, 7 FEET NORTHWEST OF A 10-INCH TREE
 RK0676'WITH A TRIANGLE BLAZE ON THE SOUTHEAST SIDE AND 1 FOOT WEST OF A
 RK0676'WHITE WITNESS POST.
 RK0676'
 RK0676'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0138 ***********************************************************************
 QJ0138  DESIGNATION -  GRAND 1956
 QJ0138  PID         -  QJ0138
 QJ0138  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0138  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0138
 QJ0138                         *CURRENT SURVEY CONTROL
 QJ0138  ___________________________________________________________________
 QJ0138* NAD 83(1986)-  45 20 18.     (N)    083 32 07.     (W)     SCALED    
 QJ0138* NAVD 88     -       200.308  (meters)     657.18   (feet)  ADJUSTED  
 QJ0138  ___________________________________________________________________
 QJ0138  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0138  DYNAMIC HT  -         200.297 (meters)     657.14  (feet)  COMP
 QJ0138  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 QJ0138
 QJ0138  VERT ORDER  -  FIRST     CLASS II
 QJ0138
 QJ0138.The horizontal coordinates were scaled from a topographic map and have
 QJ0138.an estimated accuracy of +/- 6 seconds.
 QJ0138
 QJ0138.The orthometric height was determined by differential leveling
 QJ0138.and adjusted by the National Geodetic Survey in June 1991..
 QJ0138
 QJ0138.The geoid height was determined by GEOID03.
 QJ0138
 QJ0138.The dynamic height is computed by dividing the NAVD 88
 QJ0138.geopotential number by the normal gravity value computed on the
 QJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0138.degrees latitude (g = 980.6199 gals.).
 QJ0138
 QJ0138.The modeled gravity was interpolated from observed gravity values.
 QJ0138
 QJ0138;                    North         East    Units  Estimated Accuracy
 QJ0138;SPC MI C     -   224,980.    6,065,160.      MT  (+/- 180 meters Scaled)
 QJ0138
 QJ0138                          SUPERSEDED SURVEY CONTROL
 QJ0138
 QJ0138.No superseded survey control is available for this station.
 QJ0138
 QJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL013236(NAD 83)
 QJ0138_MARKER: DS = TRIANGULATION STATION DISK
 QJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0138_SP_SET: CONCRETE POST
 QJ0138_STAMPING: GRAND 1956
 QJ0138_MARK LOGO: CGS   
 QJ0138_PROJECTION: FLUSH
 QJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0138+STABILITY: SURFACE MOTION
 QJ0138
 QJ0138  HISTORY     - Date     Condition        Report By
 QJ0138  HISTORY     - 1956     MONUMENTED       CGS
 QJ0138  HISTORY     - 1983     GOOD             NGS
 QJ0138  HISTORY     - 20040809 GOOD             USPSQD
 QJ0138
 QJ0138                          STATION DESCRIPTION
 QJ0138
 QJ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0138'28.5 KM (17.75 MI) ESE FROM ROGERS CITY.
 QJ0138'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0138'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0138'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0138'COUNTY ROAD E 638 TO A REVERSE Y-GRAVEL ROAD (OLD STATE ROAD), THENCE
 QJ0138'0.7 KM (0.45 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD AT THE TOP OF
 QJ0138'A SMALL HILL, 11.88 METERS (39.0 FT) NORTHEAST OF THE CENTER OF OLD
 QJ0138'STATE ROAD, 30.51 METERS (100.12 FT) NORTH AND ACROSS THE ROAD FROM
 QJ0138'GRAND RM 1, AND 20.82 METERS (68.33 FT) EAST AND ACROSS THE ROAD FROM
 QJ0138'GRAND RM 2.
 QJ0138'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 QJ0138'THE MARK IS 0.6 M ABOVE CENTER OF ROAD.
 QJ0138
 QJ0138                          STATION RECOVERY (2004)
 QJ0138
 QJ0138'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0141 ***********************************************************************
 QJ0141  DESIGNATION -  GRAND AZ MK
 QJ0141  PID         -  QJ0141
 QJ0141  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0141  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0141
 QJ0141                         *CURRENT SURVEY CONTROL
 QJ0141  ___________________________________________________________________
 QJ0141* NAD 83(1986)-  45 20 35.     (N)    083 32 28.     (W)     SCALED    
 QJ0141* NAVD 88     -       187.041  (meters)     613.65   (feet)  ADJUSTED  
 QJ0141  ___________________________________________________________________
 QJ0141  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QJ0141  DYNAMIC HT  -         187.031 (meters)     613.62  (feet)  COMP
 QJ0141  MODELED GRAV-     980,560.5   (mgal)                       NAVD 88
 QJ0141
 QJ0141  VERT ORDER  -  FIRST     CLASS II
 QJ0141
 QJ0141.The horizontal coordinates were scaled from a topographic map and have
 QJ0141.an estimated accuracy of +/- 6 seconds.
 QJ0141
 QJ0141.The orthometric height was determined by differential leveling
 QJ0141.and adjusted by the National Geodetic Survey in June 1991..
 QJ0141
 QJ0141.The geoid height was determined by GEOID03.
 QJ0141
 QJ0141.The dynamic height is computed by dividing the NAVD 88
 QJ0141.geopotential number by the normal gravity value computed on the
 QJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0141.degrees latitude (g = 980.6199 gals.).
 QJ0141
 QJ0141.The modeled gravity was interpolated from observed gravity values.
 QJ0141
 QJ0141;                    North         East    Units  Estimated Accuracy
 QJ0141;SPC MI C     -   225,500.    6,064,700.      MT  (+/- 180 meters Scaled)
 QJ0141
 QJ0141                          SUPERSEDED SURVEY CONTROL
 QJ0141
 QJ0141.No superseded survey control is available for this station.
 QJ0141
 QJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL009242(NAD 83)
 QJ0141_MARKER: DZ = AZIMUTH MARK DISK
 QJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0141_SP_SET: CONCRETE POST
 QJ0141_STAMPING: GRAND 1956
 QJ0141_MARK LOGO: CGS   
 QJ0141_PROJECTION: PROJECTING 6 CENTIMETERS
 QJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0141+STABILITY: SURFACE MOTION
 QJ0141
 QJ0141  HISTORY     - Date     Condition        Report By
 QJ0141  HISTORY     - 1956     MONUMENTED       CGS
 QJ0141  HISTORY     - 1983     GOOD             NGS
 QJ0141  HISTORY     - 20040809 GOOD             USPSQD
 QJ0141
 QJ0141                          STATION DESCRIPTION
 QJ0141
 QJ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0141'29.3 KM (18.2 MI) SE FROM ROGERS CITY.
 QJ0141'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0141'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0141'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0141'COUNTY ROAD E 638 AT A REVERSE Y GRAVELED ROAD (OLD STATE ROAD),
 QJ0141'THENCE 1.4 KM (0.9 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD AT A
 QJ0141'CURVE TO THE LEFT IN THE ROAD, 14.02 METERS (46.0 FT) NORTHEAST OF THE
 QJ0141'CENTER OF OLD STATE ROAD, AND 0.6 METER (2.0 FT) SOUTHEAST OF A WOODEN
 QJ0141'WITNESS POST.
 QJ0141'THE MARK IS 0.42 METERS  NW FROM A WITNESS POST.
 QJ0141'THE MARK IS ABOVE LEVEL WITH ROAD.
 QJ0141
 QJ0141                          STATION RECOVERY (2004)
 QJ0141
 QJ0141'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1699 ***********************************************************************
 NF1699  DESIGNATION -  GRAND AZ MK 2
 NF1699  PID         -  NF1699
 NF1699  STATE/COUNTY-  MI/CLINTON
 NF1699  USGS QUAD   -  WACOUSTA (1973)
 NF1699
 NF1699                         *CURRENT SURVEY CONTROL
 NF1699  ___________________________________________________________________
 NF1699* NAD 83(1994)-  42 47 09.08470(N)    084 40 34.03940(W)     ADJUSTED  
 NF1699* NAVD 88     -       258.393  (meters)     847.74   (feet)  ADJUSTED  
 NF1699  ___________________________________________________________________
 NF1699  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 NF1699  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF1699  DYNAMIC HT  -         258.321 (meters)     847.51  (feet)  COMP
 NF1699  MODELED GRAV-     980,335.9   (mgal)                       NAVD 88
 NF1699
 NF1699  HORZ ORDER  -  THIRD
 NF1699  VERT ORDER  -  FIRST     CLASS II
 NF1699
 NF1699.The horizontal coordinates were established by classical geodetic methods
 NF1699.and adjusted by the National Geodetic Survey in February 1997..
 NF1699.No horizontal observational check was made to the station.
 NF1699
 NF1699.The orthometric height was determined by differential leveling
 NF1699.and adjusted by the National Geodetic Survey in January 2002..
 NF1699
 NF1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1699
 NF1699.The geoid height was determined by GEOID03.
 NF1699
 NF1699.The dynamic height is computed by dividing the NAVD 88
 NF1699.geopotential number by the normal gravity value computed on the
 NF1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1699.degrees latitude (g = 980.6199 gals.).
 NF1699
 NF1699.The modeled gravity was interpolated from observed gravity values.
 NF1699
 NF1699;                    North         East     Units Scale Factor Converg.
 NF1699;SPC MI S     -   142,875.988 3,974,681.634   MT  0.99990837   -0 12 38.1
 NF1699;SPC MI S     -   468,753.24 13,040,294.07   iFT  0.99990837   -0 12 38.1
 NF1699;UTM  16      - 4,739,654.091   690,076.036   MT  1.00004450   +1 34 44.4
 NF1699
 NF1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1699!SPC MI S     -   0.99996474  x   0.99990837  =   0.99987312
 NF1699!UTM  16      -   0.99996474  x   1.00004450  =   1.00000924
 NF1699
 NF1699                          SUPERSEDED SURVEY CONTROL
 NF1699
 NF1699  NAD 83(1986)-  42 47 09.08294(N)    084 40 34.05718(W) AD(       ) 3
 NF1699  NGVD 29 (09/03/91)  258.     (m)          846.     (f) VERT ANG       
 NF1699
 NF1699.Superseded values are not recommended for survey control.
 NF1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1699.See file dsdata.txt to determine how the superseded data were derived.
 NF1699
 NF1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9007639654(NAD 83)
 NF1699_MARKER: DR = REFERENCE MARK DISK
 NF1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1699_SP_SET: CONCRETE POST
 NF1699_STAMPING: GRAND 1976 AZIMUTH NO 2 1982
 NF1699_MARK LOGO: NGS   
 NF1699_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1699+STABILITY: SURFACE MOTION
 NF1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1699+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 NF1699
 NF1699  HISTORY     - Date     Condition        Report By
 NF1699  HISTORY     - 1982     MONUMENTED       NGS
 NF1699  HISTORY     - 19990408 GOOD             NGS
 NF1699  HISTORY     - 20040320 GOOD             GEOCAC
 NF1699
 NF1699                          STATION DESCRIPTION
 NF1699
 NF1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NF1699'THE STATION IS LOCATED IN QUAD. 420844, ABOUT 11.27 KM (7.00 MI)
 NF1699'NORTHWEST OF DOWNTOWN LANSING, 8.05 KM (5.00 MI) NORTHEAST OF GRAND
 NF1699'LEDGE, AND AT THE JUNCTION OF INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NF1699'AVENUE, ON ROAD RIGHT-OF-WAY.
 NF1699'THE STATION IS SET FLUSH WITH THE GROUND.   IT IS LOCATED 31.852 M
 NF1699'(104.501 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE EAST BOUND LANE
 NF1699'OF NORTH GRAND RIVER AVENUE, 0.671 M (2.201 FT) NORTH-NORTHEAST FROM
 NF1699'A NORTH-SOUTH FENCE LINE, 0.579 M (1.900 FT) NORTHWEST FROM A METAL
 NF1699'WITNESS POST AND 0.457 M (1.499 FT) SOUTHEAST FROM A METAL WITNESS
 NF1699'POST.
 NF1699'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 M (4.9 FT) .
 NF1699'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION GRAND 1976
 NF1699'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NF1699'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1699
 NF1699                          STATION RECOVERY (1999)
 NF1699
 NF1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1699'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1699'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 11.2 KM (6.95 MI)
 NF1699'NORTHWESTERLY ALONG GRAND RIVER AVE TO MARK ON THE LEFT JUST AFTER
 NF1699'PASSING BENEATH THE OVERPASS OF INTERSTATE HIGHWAY 96.  IT IS 31.85 M
 NF1699'(104.49 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF GRAND RIVER AVE.,
 NF1699'0.67 ME NORTH-NORTHEAST FROM A NORTH-SOUTH FENCE LINE, 0.58 M (1.90
 NF1699'FT) NORTHWEST FROM A METAL WITNESS POST AND 46 M (150.9 FT) SOUTHEAST
 NF1699'FROM A METAL WITNESS POST.
 NF1699
 NF1699                          STATION RECOVERY (2004)
 NF1699
 NF1699'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1508 ***********************************************************************
 NE1508  DESIGNATION -  GRAND BLANC FISHER BODY TANK
 NE1508  PID         -  NE1508
 NE1508  STATE/COUNTY-  MI/GENESEE
 NE1508  USGS QUAD   -  FLINT SOUTH (1975)
 NE1508
 NE1508                         *CURRENT SURVEY CONTROL
 NE1508  ___________________________________________________________________
 NE1508* NAD 83(1994)-  42 55 50.34491(N)    083 38 27.56487(W)     ADJUSTED  
 NE1508* NAVD 88     -                                                        
 NE1508  ___________________________________________________________________
 NE1508  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 NE1508  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NE1508
 NE1508  HORZ ORDER  -  THIRD
 NE1508
 NE1508.The horizontal coordinates were established by classical geodetic methods
 NE1508.and adjusted by the National Geodetic Survey in February 1997..
 NE1508.No horizontal observational check was made to the station.
 NE1508
 NE1508
 NE1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1508
 NE1508.The geoid height was determined by GEOID03.
 NE1508
 NE1508;                    North         East     Units Scale Factor Converg.
 NE1508;SPC MI S     -   159,168.455 4,059,232.630   MT  0.99990719   +0 29 37.8
 NE1508;SPC MI S     -   522,206.22 13,317,692.36   iFT  0.99990719   +0 29 37.8
 NE1508;UTM  17      - 4,756,498.038   284,489.676   MT  1.00017141   -1 47 58.2
 NE1508
 NE1508                          SUPERSEDED SURVEY CONTROL
 NE1508
 NE1508  NAD 83(1986)-  42 55 50.34401(N)    083 38 27.59066(W) AD(       ) 4
 NE1508  NAD 27      -  42 55 50.24873(N)    083 38 27.74961(W) AD(       ) 3
 NE1508
 NE1508.Superseded values are not recommended for survey control.
 NE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1508.See file dsdata.txt to determine how the superseded data were derived.
 NE1508
 NE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8449056498(NAD 83)
 NE1508
 NE1508  HISTORY     - Date     Condition        Report By
 NE1508  HISTORY     - 1943     MONUMENTED       CGS
 NE1508
 NE1508                          STATION DESCRIPTION
 NE1508
 NE1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1508'STATION IS LOCATED ABOUT 1 MILE N OF THE
 NE1508'VILLAGE OF GRAND
 NE1508'BLANC ON THE W SIDE OF U.S. HIGHWAY 10 AND ON
 NE1508'LAND OWNED BY THE FISHER BODY
 NE1508'CORPORATION.  IT IS A SIX-LEGGED
 NE1508'GREY STEEL STRUCTURE 125 FEET IN HEIGHT.  THE
 NE1508'POINT OBSERVED ON
 NE1508'WAS THE SMALL BALL ON TOP OF THE TANK.
 NE1508'
 NE1508'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY
 NE1508'10 IN GRAND BLANC
 NE1508'GO N 0.9 MILE ON U.S. HIGHWAY 10 TO A BLACK-TOP
 NE1508'ROAD LEFT, TURN LEFT ON BLACK-TOP
 NE1508'ROAD AND GO 0.2 MILE TO THE MAIN
 NE1508'GATE OF THE FISHER BODY TANK PLANT, GO THROUGH GATE
 NE1508'AND TURN LEFT
 NE1508'AND GO 0.2 MILE TO THE OFFICE BUILDING, CONTINUE ON A CURVED ROAD
 NE1508'0.2 MILE TO THE
 NE1508'PUMP HOUSE AND TANK.
 NE1508'
 NE1508'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1509 ***********************************************************************
 NE1509  DESIGNATION -  GRAND BLANC MUNICIPAL TANK
 NE1509  PID         -  NE1509
 NE1509  STATE/COUNTY-  MI/GENESEE
 NE1509  USGS QUAD   -  FLINT SOUTH (1975)
 NE1509
 NE1509                         *CURRENT SURVEY CONTROL
 NE1509  ___________________________________________________________________
 NE1509* NAD 83(1994)-  42 55 38.13263(N)    083 37 38.65802(W)     ADJUSTED  
 NE1509* NAVD 88     -                                                        
 NE1509  ___________________________________________________________________
 NE1509  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 NE1509  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NE1509
 NE1509  HORZ ORDER  -  THIRD
 NE1509
 NE1509.The horizontal coordinates were established by classical geodetic methods
 NE1509.and adjusted by the National Geodetic Survey in February 1997..
 NE1509.No horizontal observational check was made to the station.
 NE1509
 NE1509
 NE1509.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1509
 NE1509.The geoid height was determined by GEOID03.
 NE1509
 NE1509;                    North         East     Units Scale Factor Converg.
 NE1509;SPC MI S     -   158,801.297 4,060,344.792   MT  0.99990715   +0 30 11.1
 NE1509;SPC MI S     -   521,001.63 13,321,341.18   iFT  0.99990715   +0 30 11.1
 NE1509;UTM  17      - 4,756,086.564   285,586.542   MT  1.00016561   -1 47 24.4
 NE1509
 NE1509                          SUPERSEDED SURVEY CONTROL
 NE1509
 NE1509  NAD 83(1986)-  42 55 38.13123(N)    083 37 38.68652(W) AD(       ) 4
 NE1509  NAD 27      -  42 55 38.03441(N)    083 37 38.84883(W) AD(       ) 3
 NE1509
 NE1509.Superseded values are not recommended for survey control.
 NE1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1509.See file dsdata.txt to determine how the superseded data were derived.
 NE1509
 NE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8558756087(NAD 83)
 NE1509
 NE1509  HISTORY     - Date     Condition        Report By
 NE1509  HISTORY     - 1943     MONUMENTED       CGS
 NE1509  HISTORY     - 20050128 MARK NOT FOUND   USPSQD
 NE1509
 NE1509                          STATION DESCRIPTION
 NE1509
 NE1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1509'THIS STATION IS THE MUNICIPAL WATER SUPPLY OF THE VILLAGE
 NE1509'OF GRAND BLANC.
 NE1509'THE TANK IS LOCATED IN THE NW ANGLE OF THE INTERSECTION
 NE1509'OF BUSH AND HAZEL STREETS.  IT IS
 NE1509'SILVER-PAINTED, FOUR-LEGGED,
 NE1509'AND HAS A CAPACITY OF 90,000 GALLONS.  ON THE W SIDE
 NE1509'THE
 NE1509'FOLLOWING BLACK LETTERS ARE INSCRIBED- GRAND BLANC.
 NE1509'
 NE1509'THE POINT OBSERVED UPON WAS THE BALL FINIAL AT THE TOP OF THE
 NE1509'CONICAL ROOF.
 NE1509'
 NE1509'AN INTERSECTION STATION.
 NE1509
 NE1509                          STATION RECOVERY (2005)
 NE1509
 NE1509'RECOVERY NOTE BY US POWER SQUADRON 2005
 NE1509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0547 ***********************************************************************
 OL0547  DESIGNATION -  GRAND HAVEN
 OL0547  PID         -  OL0547
 OL0547  STATE/COUNTY-  MI/OTTAWA
 OL0547  USGS QUAD   -  GRAND HAVEN (1980)
 OL0547
 OL0547                         *CURRENT SURVEY CONTROL
 OL0547  ___________________________________________________________________
 OL0547* NAD 83(1994)-  43 03 23.18549(N)    086 14 13.36785(W)     ADJUSTED  
 OL0547* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 OL0547  ___________________________________________________________________
 OL0547  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 OL0547  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0547
 OL0547  HORZ ORDER  -  FIRST
 OL0547
 OL0547.The horizontal coordinates were established by classical geodetic methods
 OL0547.and adjusted by the National Geodetic Survey in February 1997..
 OL0547
 OL0547.The orthometric height was scaled from a topographic map.
 OL0547
 OL0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0547
 OL0547.The geoid height was determined by GEOID03.
 OL0547
 OL0547;                    North         East     Units Scale Factor Converg.
 OL0547;SPC MI S     -   174,578.438 3,847,653.117   MT  0.99991134   -1 16 22.3
 OL0547;SPC MI S     -   572,763.90 12,623,533.85   iFT  0.99991134   -1 16 22.3
 OL0547;UTM  16      - 4,767,364.864   562,130.250   MT  0.99964749   +0 31 15.2
 OL0547
 OL0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0547!SPC MI S     -   0.99996704  x   0.99991134  =   0.99987838
 OL0547!UTM  16      -   0.99996704  x   0.99964749  =   0.99961454
 OL0547
 OL0547|---------------------------------------------------------------------|
 OL0547| PID    Reference Object                     Distance      Geod. Az  |
 OL0547|                                                           dddmmss.s |
 OL0547| CH0235 GRAND HAVEN RM 1                    117.823 METERS 04922     |
 OL0547| OL0550 CHALLENGE REFRIGERATOR CO STK       APPROX. 1.9 KM 0492403.2 |
 OL0547| OL0552 GRAND HAVEN FIRST CONG CH           APPROX. 1.2 KM 0571246.0 |
 OL0547| OL0554 SPRING LAKE MUNICIPAL TANK          APPROX. 3.9 KM 0571209.9 |
 OL0547| OL0555 SPRING LAKE HOLLAND CH STEEPLE      APPROX. 4.0 KM 0591950.8 |
 OL0547| OL0553 GRAND HAVEN OTTAWA LEA CO STK       APPROX. 2.7 KM 0722017.4 |
 OL0547| OK0625 THOMPSON AERONAUTICAL AWY BN        APPROX.22.7 KM 0890120.2 |
 OL0547| OL0548 GRAND HAVEN 1932 AZ MK              136.833 METERS 09425     |
 OL0547| CH0236 GRAND HAVEN RM 2                     28.430 METERS 15310     |
 OL0547| OL0549 ROSYMOUND                           APPROX. 3.9 KM 1625216.8 |
 OL0547| OL0551 GRAND HAVEN 2                        74.401 METERS 19709     |
 OL0547| CH0237 GRAND HAVEN RM 3                     15.320 METERS 23839     |
 OL0547| OL0570 GRAND HAVEN PIERHEAD F RNG LT       APPROX. 1.5 KM 2720257.3 |
 OL0547| OL0571 GRAND HAVEN PIERHEAD R RNG LT       APPROX. 1.4 KM 2733754.3 |
 OL0547|---------------------------------------------------------------------|
 OL0547
 OL0547                          SUPERSEDED SURVEY CONTROL
 OL0547
 OL0547  NAD 83(1986)-  43 03 23.18837(N)    086 14 13.37836(W) AD(       ) 1
 OL0547  NAD 27      -  43 03 23.12500(N)    086 14 13.18700(W) AD(       ) 1
 OL0547
 OL0547.Superseded values are not recommended for survey control.
 OL0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0547.See file dsdata.txt to determine how the superseded data were derived.
 OL0547
 OL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6213067365(NAD 83)
 OL0547
 OL0547  HISTORY     - Date     Condition        Report By
 OL0547  HISTORY     - 1932     MONUMENTED       CGS
 OL0547  HISTORY     - 1934     GOOD             CGS
 OL0547  HISTORY     - 1952     GOOD             CGS
 OL0547  HISTORY     - 1958     SEE DESCRIPTION  USE
 OL0547  HISTORY     - 19960922 GOOD             USPSQD
 OL0547  HISTORY     - 20051201 MARK NOT FOUND   INDIV
 OL0547
 OL0547                          STATION DESCRIPTION
 OL0547
 OL0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0547'ON HIGH STABLE DUNE IN GRAND HAVEN NEAR CITY WATER TANKS, ON HIGHEST
 OL0547'POINT OF DUNE, ABOUT 30 METERS (98 FEET) EAST OF CENTER OF NORTH WATER
 OL0547'TANK, AND 9 FEET EAST OF BLAZE ON 8-INCH OAK TREE.
 OL0547'
 OL0547'TO REACH FROM FERRY HOTEL IN GRAND HAVEN, FOLLOW WATER
 OL0547'STREET SOUTH AROUND SHORE 0.95 MILE TO EMMET STREET, FOLLOW EMMET
 OL0547'STREET UP STEEP GRADE 0.25 MILE TO END OF STREET AND TRUCK TRAVEL.
 OL0547'TURN RIGHT AND WALK OVER SOFT SAND, DESCEND STEEP
 OL0547'CHICKEN LADDER TO TRAIL FOLLOWING NARROW RIDGE TO EAST, AND
 OL0547'FOLLOW TRAIL 250 YARDS UP RIDGE TO STATION SITE MARKED BY STANDARD
 OL0547'STATION DISK CEMENTED IN TOP OF 12-FOOT SECTION OF 3-INCH
 OL0547'GALVANIZED-IRON PIPE SUNK IN GROUND WITH TOP
 OL0547'PROJECTING 6 INCHES.
 OL0547'
 OL0547'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE DISK IN CONCRETE,
 OL0547'SOUTHWEST OF CUT USED AS WAGON ROAD WHICH RUNS INTO OPEN GLADE
 OL0547'BETWEEN FIRST AND SECOND RIDGES OF DUNE, 12.6 METERS (41 FEET)
 OL0547'NORTHWEST OF 12-INCH EVERGREEN TREE, 4.4 METERS (14 FEET) SOUTHEAST
 OL0547'OF 20-INCH BEECH TREE, AND 117.82 METERS (386.5 FEET) FROM STATION
 OL0547'N 49 DEG 22 MIN E.
 OL0547'
 OL0547'REFERENCE MARKS NO. 2 AND NO. 3 ARE STANDARD REFERENCE DISKS IN TILE
 OL0547'AND CONCRETE, PROJECTING ABOUT 3 INCHES.  REFERENCE MARK NO. 2 IS
 OL0547'ON TOP OF DUNE, AND 28.43 FEET FROM STATION
 OL0547'S 26 DEG 49 MIN EAST.  REFERENCE MARK NO. 3 IS ON TOP OF DUNE,
 OL0547'AND 15.32 FEET FROM STATION S 58 DEGREES 3 MIN W
 OL0547'
 OL0547'AZIMUTH MARK IS STANDARD REFERENCE DISK IN CONCRETE, IN
 OL0547'OPEN GLADE, 60 METERS (197 FEET) EAST OF FOOT OF DUNE, 8.5 METERS
 OL0547'(28 FEET) SOUTHWEST OF 24-INCH BEECH TREE, AND 136.80 METERS
 OL0547'(448.8 FEET) FROM STATION S 85 DEG 35 MIN E.
 OL0547'
 OL0547'TO REACH REFERENCE MARK NO. 1 AND AZIMUTH MARK, GO SOURT ON SECOND
 OL0547'STREET 0.4 MILE FROM ITS INTERSECTION WITH WASHINGTON STREET TO
 OL0547'WILLIAMS STREET, GO TO RIGHT 150 YARDS ON WILLIAMS STREET TO ITS FOOT,
 OL0547'FOLLOW WAGON ROAD SOUTHWEST 200 YARDS FROM HOUSE TO STEEP SHORT GRADE
 OL0547'WHICH IS END OF TRUCK TRAVEL.  FOLLOW WAGON ROAD, TRACK THROUGH CUT
 OL0547'TO ABOVE MENTIONED OPEN GLADE.  AZIMUTH FROM STATION TO
 OL0547'GRAND HAVEN, PIERHEAD, REAR RANGE LIGHT, DISTANT 0.7 MILE, IS
 OL0547'93 DEG 37 MIN 58 SEC.
 OL0547
 OL0547                          STATION RECOVERY (1952)
 OL0547
 OL0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RVT)
 OL0547'LETTER OF MR. R.V. TERRILL, CITY MANAGER, CITY OF GRAND HAVEN,
 OL0547'MICHIGAN DATED AUGUST 28, 1952.
 OL0547'
 OL0547'THE THREE WITNESS POINTS ARE STILL INTACT.  THE SECOND GROWTH
 OL0547'TIMBER AROUND THE
 OL0547'HILL HAS GROWN SUBSTANTIALLY, AND IT REQUIRED A
 OL0547'CERTRAIN AMOUNT OF BRUSHING TO GET A
 OL0547'SIGHT ON ANY OF THESE POINTS.
 OL0547'
 OL0547'FOR QUICK ORIENTATION, WE HAVE PICKED TWO ADDITIONAL POINTS,
 OL0547'READING THE
 OL0547'AZIMUTH TO THE NEAREST MINUTE AS FOLLOWS-
 OL0547'
 OL0547'GRAND HAVEN AIRPORT BEACON, APPROX. 2.42 MILES 123 DEG 20 MIN
 OL0547'GRAN HAVEN POLICE
 OL0547'RADIO TOWER, RED LIGHT, APPROX. .24 MILES,
 OL0547'278 DEG 34 MIN.
 OL0547
 OL0547                          STATION RECOVERY (1958)
 OL0547
 OL0547'RECOVERY NOTE BY US ENGINEERS 1958
 OL0547'THE STATION AND ALL MARKS RECOVERED IN GOOD CONDITION.  THE STATION
 OL0547'MARK AND REFERENCE
 OL0547'MARKS 2 AND 3 WERE DESTROYED AS THEY WERE IN THE WAY
 OL0547'OF CONSTRUCTION OF AN ARMY RADAR
 OL0547'INSTALLATION.
 OL0547'
 OL0547'STATION GRAND HAVEN 2 WAS ESTABLISHED IN THE IMMEDIATE VICINITY.
 OL0547
 OL0547                          STATION RECOVERY (1996)
 OL0547
 OL0547'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0547'RECOVERED IN GOOD CONDITION.
 OL0547
 OL0547                          STATION RECOVERY (2005)
 OL0547
 OL0547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0202 ***********************************************************************
 DI0202  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0202  DESIGNATION -  GRAND HAVEN CORS ARP
 DI0202  CORS_ID     -  MIGH
 DI0202  PID         -  DI0202
 DI0202  STATE/COUNTY-  MI/OTTAWA
 DI0202  USGS QUAD   -  GRAND HAVEN (1980)
 DI0202
 DI0202                         *CURRENT SURVEY CONTROL
 DI0202  ___________________________________________________________________
 DI0202* NAD 83(CORS)-  43 00 27.12502(N)    086 12 31.96112(W)     ADJUSTED  
 DI0202* NAVD 88     -                                                        
 DI0202  ___________________________________________________________________
 DI0202  EPOCH DATE  -        2002.00
 DI0202  X           -     308,876.031 (meters)                     COMP
 DI0202  Y           -  -4,661,274.078 (meters)                     COMP
 DI0202  Z           -   4,328,220.420 (meters)                     COMP
 DI0202  ELLIP HEIGHT-         156.16  (meters)          (06/??/06) GPS OBS
 DI0202  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DI0202
 DI0202  HORZ ORDER  -  SPECIAL (CORS)
 DI0202  ELLP ORDER  -  SPECIAL (CORS)
 DI0202
 DI0202.ITRF positions are available for this station.
 DI0202.The coordinates were established by GPS observations
 DI0202.and adjusted by the National Geodetic Survey in June 2006..
 DI0202.The coordinates are valid at the epoch date displayed above.
 DI0202.The epoch date for horizontal control is a decimal equivalence
 DI0202.of Year/Month/Day.
 DI0202
 DI0202
 DI0202.The PID for the CORS L1 Phase Center is DI0203.
 DI0202
 DI0202.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0202
 DI0202.The ellipsoidal height was determined by GPS observations
 DI0202.and is referenced to NAD 83.
 DI0202
 DI0202.The geoid height was determined by GEOID03.
 DI0202
 DI0202;                    North         East     Units Scale Factor Converg.
 DI0202;SPC MI S     -   169,096.542 3,849,828.282   MT  0.99990916   -1 15 13.2
 DI0202;SPC MI S     -   554,778.68 12,630,670.22   iFT  0.99990916   -1 15 13.2
 DI0202
 DI0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0202!SPC MI S     -   0.99997551  x   0.99990916  =   0.99988467
 DI0202
 DI0202                          SUPERSEDED SURVEY CONTROL
 DI0202
 DI0202.No superseded survey control is available for this station.
 DI0202
 DI0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6447561955(NAD 83)
 DI0202_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0202
 DI0202                          STATION DESCRIPTION
 DI0202
 DI0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0202'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0202'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0202'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0202'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0202'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0203 ***********************************************************************
 DI0203  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0203  DESIGNATION -  GRAND HAVEN CORS L1 PHASE CENTER
 DI0203  CORS_ID     -  MIGH
 DI0203  PID         -  DI0203
 DI0203  STATE/COUNTY-  MI/OTTAWA
 DI0203  USGS QUAD   -  GRAND HAVEN (1980)
 DI0203
 DI0203                         *CURRENT SURVEY CONTROL
 DI0203  ___________________________________________________________________
 DI0203* NAD 83(CORS)-  43 00 27.12510(N)    086 12 31.96106(W)     ADJUSTED  
 DI0203* NAVD 88     -                                                        
 DI0203  ___________________________________________________________________
 DI0203  EPOCH DATE  -        2002.00
 DI0203  X           -     308,876.037 (meters)                     COMP
 DI0203  Y           -  -4,661,274.149 (meters)                     COMP
 DI0203  Z           -   4,328,220.490 (meters)                     COMP
 DI0203  ELLIP HEIGHT-         156.26  (meters)          (06/??/06) GPS OBS
 DI0203  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 DI0203
 DI0203  HORZ ORDER  -  SPECIAL (CORS)
 DI0203  ELLP ORDER  -  SPECIAL (CORS)
 DI0203
 DI0203.ITRF positions are available for this station.
 DI0203.The coordinates were established by GPS observations
 DI0203.and adjusted by the National Geodetic Survey in June 2006..
 DI0203.The coordinates are valid at the epoch date displayed above.
 DI0203.The epoch date for horizontal control is a decimal equivalence
 DI0203.of Year/Month/Day.
 DI0203
 DI0203
 DI0203.The PID for the CORS ARP is DI0202.
 DI0203
 DI0203.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0203
 DI0203.The ellipsoidal height was determined by GPS observations
 DI0203.and is referenced to NAD 83.
 DI0203
 DI0203.The geoid height was determined by GEOID03.
 DI0203
 DI0203;                    North         East     Units Scale Factor Converg.
 DI0203;SPC MI S     -   169,096.545 3,849,828.283   MT  0.99990916   -1 15 13.2
 DI0203;SPC MI S     -   554,778.69 12,630,670.22   iFT  0.99990916   -1 15 13.2
 DI0203
 DI0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0203!SPC MI S     -   0.99997550  x   0.99990916  =   0.99988466
 DI0203
 DI0203                          SUPERSEDED SURVEY CONTROL
 DI0203
 DI0203.No superseded survey control is available for this station.
 DI0203
 DI0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6447561955(NAD 83)
 DI0203_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0203
 DI0203                          STATION DESCRIPTION
 DI0203
 DI0203'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0203'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0203'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0203'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0203'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0203'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0675 ***********************************************************************
 RK0675  DESIGNATION -  GRAND ISLAND USLS 1872
 RK0675  PID         -  RK0675
 RK0675  STATE/COUNTY-  MI/ALGER
 RK0675  USGS QUAD   -  WOOD ISLAND (1985)
 RK0675
 RK0675                         *CURRENT SURVEY CONTROL
 RK0675  ___________________________________________________________________
 RK0675* NAD 83(1994)-  46 31 43.01748(N)    086 41 35.25917(W)     ADJUSTED  
 RK0675* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 RK0675  ___________________________________________________________________
 RK0675  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 RK0675  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0675
 RK0675  HORZ ORDER  -  FIRST
 RK0675
 RK0675.The horizontal coordinates were established by classical geodetic methods
 RK0675.and adjusted by the National Geodetic Survey in February 1997..
 RK0675
 RK0675.The orthometric height was scaled from a topographic map.
 RK0675
 RK0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0675
 RK0675.The geoid height was determined by GEOID03.
 RK0675
 RK0675;                    North         East     Units Scale Factor Converg.
 RK0675;SPC MI N     -   194,024.461 8,023,541.829   MT  0.99991183   +0 13 18.5
 RK0675;SPC MI N     -   636,563.19 26,323,956.13   iFT  0.99991183   +0 13 18.5
 RK0675;UTM  16      - 5,152,828.817   523,534.541   MT  0.99960681   +0 13 21.7
 RK0675
 RK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0675!SPC MI N     -   0.99995822  x   0.99991183  =   0.99987006
 RK0675!UTM  16      -   0.99995822  x   0.99960681  =   0.99956505
 RK0675
 RK0675:                Primary Azimuth Mark                     Grid Az
 RK0675:SPC MI N     -  DIVIDE                                   172 04 02.1
 RK0675:UTM  16      -  DIVIDE                                   172 03 58.9
 RK0675
 RK0675|---------------------------------------------------------------------|
 RK0675| PID    Reference Object                     Distance      Geod. Az  |
 RK0675|                                                           dddmmss.s |
 RK0675| RK0641 DIVIDE                              APPROX.18.8 KM 1721720.6 |
 RK0675|---------------------------------------------------------------------|
 RK0675
 RK0675                          SUPERSEDED SURVEY CONTROL
 RK0675
 RK0675  NAD 83(1986)-  46 31 43.01089(N)    086 41 35.25503(W) AD(       ) 1
 RK0675  NAD 27      -  46 31 43.24000(N)    086 41 34.69000(W) AD(       ) 1
 RK0675
 RK0675.Superseded values are not recommended for survey control.
 RK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0675.See file dsdata.txt to determine how the superseded data were derived.
 RK0675
 RK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2353552829(NAD 83)
 RK0675
 RK0675  HISTORY     - Date     Condition        Report By
 RK0675  HISTORY     - 1872     MONUMENTED       COASUR
 RK0675  HISTORY     - 1919     SEE DESCRIPTION  CGS
 RK0675  HISTORY     - 1929     GOOD             CGS
 RK0675  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0675
 RK0675                          STATION DESCRIPTION
 RK0675
 RK0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1919
 RK0675'REPORTED THAT STATION MARK WAS LEANING
 RK0675'SLIGHTLY AND WAS SET PLUMB.  WITNESS STONES COULD NOT BE LOCATED.
 RK0675
 RK0675                          STATION RECOVERY (1929)
 RK0675
 RK0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 RK0675'ON HIGHEST PART OF GRAND ISLAND, ABOUT 2 MILES SOUTH OF LIGHTHOUSE.
 RK0675'MARKED BY STONE POST ABOUT 4 INCHES BELOW SURFACE OF GROUND.  THREE
 RK0675'WITNESS STONES WERE SET NORTH, EAST, AND SOUTH OF STATION, EACH 10
 RK0675'FEET AWAY.
 RK0675
 RK0675                          STATION RECOVERY (1955)
 RK0675
 RK0675'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0675'TRIANGULATION STATION GRAND 1955 WAS ESTABLISHED.
 RK0675'WHEN THE GEOGRAPHIC POSITION OF THE NEW STATION WAS COMPUTED IT WAS
 RK0675'FOUND TO BE APPROXIMATELY 350 METERS FROM THE OLD STATION GRAND ID
 RK0675'1872.  THE AREA IS HEAVILY TIMBERED AND A CONSIDERABLE AMOUNT OF
 RK0675'CLEARING WOULD HAVE BEEN REQUIRED IN ORDER TO TRAVERSE THIS
 RK0675'DISTANCE, CONSEQUENTLY, NO SEARCH WAS MADE FOR THE OLD MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0244 ***********************************************************************
 QJ0244  DESIGNATION -  GRAND LAKE LOOKOUT TOWER
 QJ0244  PID         -  QJ0244
 QJ0244  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0244  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0244
 QJ0244                         *CURRENT SURVEY CONTROL
 QJ0244  ___________________________________________________________________
 QJ0244* NAD 83(1994)-  45 17 41.26405(N)    083 28 35.40165(W)     ADJUSTED  
 QJ0244* NAVD 88     -                                                        
 QJ0244  ___________________________________________________________________
 QJ0244  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 QJ0244  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 QJ0244
 QJ0244  HORZ ORDER  -  THIRD
 QJ0244
 QJ0244.The horizontal coordinates were established by classical geodetic methods
 QJ0244.and adjusted by the National Geodetic Survey in February 1997..
 QJ0244
 QJ0244
 QJ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0244
 QJ0244.The geoid height was determined by GEOID03.
 QJ0244
 QJ0244;                    North         East     Units Scale Factor Converg.
 QJ0244;SPC MI C     -   220,194.382 6,069,819.760   MT  0.99993149   +0 37 43.8
 QJ0244;SPC MI C     -   722,422.51 19,914,106.82   iFT  0.99993149   +0 37 43.8
 QJ0244;UTM  17      - 5,018,682.885   305,817.908   MT  1.00006364   -1 45 38.5
 QJ0244
 QJ0244                          SUPERSEDED SURVEY CONTROL
 QJ0244
 QJ0244  NAD 83(1986)-  45 17 41.25677(N)    083 28 35.40413(W) AD(       ) 4
 QJ0244  NAD 27      -  45 17 41.20200(N)    083 28 35.47500(W) AD(       ) 3
 QJ0244
 QJ0244.Superseded values are not recommended for survey control.
 QJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0244.See file dsdata.txt to determine how the superseded data were derived.
 QJ0244
 QJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0581818683(NAD 83)
 QJ0244
 QJ0244  HISTORY     - Date     Condition        Report By
 QJ0244  HISTORY     - 1956     MONUMENTED       CGS
 QJ0244  HISTORY     - 19971120 MARK NOT FOUND   USPSQD
 QJ0244  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0244
 QJ0244                          STATION DESCRIPTION
 QJ0244
 QJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0244'STATION IS THE CENTER OF THE TOP OF THE GRAND LAKE LOOKOUT
 QJ0244'TOWER LOCATED
 QJ0244'ABOUT 17 MILES SOUTHEAST OF ROGERS CITY, 17 MILES NORTH OF ALPENA,
 QJ0244'ABOUT 11 MILES EAST OF POSEN AND ON
 QJ0244'THE SOUTH SIDE OF THE SMALL VILLAGE OF PRESQUE ISLE.  IT IS
 QJ0244'A 4 LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 QJ0244'OBSERVATION PLATFORM ON THE TOP AND IS 85
 QJ0244'FEET HIGH.
 QJ0244
 QJ0244                          STATION RECOVERY (1997)
 QJ0244
 QJ0244'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0244'MARK NOT FOUND.
 QJ0244
 QJ0244                          STATION RECOVERY (1999)
 QJ0244
 QJ0244'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1464 ***********************************************************************
 NF1464  DESIGNATION -  GRAND LEDGE MUN TANK
 NF1464  PID         -  NF1464
 NF1464  STATE/COUNTY-  MI/EATON
 NF1464  USGS QUAD   -  WACOUSTA (1973)
 NF1464
 NF1464                         *CURRENT SURVEY CONTROL
 NF1464  ___________________________________________________________________
 NF1464* NAD 83(1994)-  42 45 22.15914(N)    084 44 39.56131(W)     ADJUSTED  
 NF1464* NAVD 88     -                                                        
 NF1464  ___________________________________________________________________
 NF1464  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 NF1464  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF1464
 NF1464  HORZ ORDER  -  THIRD
 NF1464
 NF1464.The horizontal coordinates were established by classical geodetic methods
 NF1464.and adjusted by the National Geodetic Survey in February 1997..
 NF1464
 NF1464
 NF1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1464
 NF1464.The geoid height was determined by GEOID03.
 NF1464
 NF1464;                    North         East     Units Scale Factor Converg.
 NF1464;SPC MI S     -   139,599.598 3,969,086.982   MT  0.99990940   -0 15 25.2
 NF1464;SPC MI S     -   458,003.93 13,021,938.92   iFT  0.99990940   -0 15 25.2
 NF1464;UTM  16      - 4,736,204.198   684,585.732   MT  1.00001919   +1 31 54.4
 NF1464
 NF1464                          SUPERSEDED SURVEY CONTROL
 NF1464
 NF1464  NAD 83(1986)-  42 45 22.15738(N)    084 44 39.57918(W) AD(       ) 4
 NF1464  NAD 27      -  42 45 22.03231(N)    084 44 39.62934(W) AD(       ) 3
 NF1464
 NF1464.Superseded values are not recommended for survey control.
 NF1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1464.See file dsdata.txt to determine how the superseded data were derived.
 NF1464
 NF1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8458636204(NAD 83)
 NF1464_MARKER: 53 = ELEVATED TANK
 NF1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1464+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2003
 NF1464
 NF1464  HISTORY     - Date     Condition        Report By
 NF1464  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1464  HISTORY     - 1976     GOOD             NGS
 NF1464  HISTORY     - 19950822 GOOD             USPSQD
 NF1464  HISTORY     - 20030622 GOOD             GEOCAC
 NF1464
 NF1464                          STATION DESCRIPTION
 NF1464
 NF1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1464'THE STATION IS THE BALL ATOP AND CENTER OF THE GRAND LEDGE MUNICIPAL
 NF1464'WATER TANK 1969.  THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL TOP
 NF1464'AND HEMISPHERICAL BOTTOM, SUPPORTED BY 4 I-BEAM LEGS.  IT IS BLUE
 NF1464'IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NF1464'
 NF1464'LOCATED 0.3 MILE NORTHEAST OF THE CENTER OF GRAND LEDGE, 110 FEET
 NF1464'WEST OF THE INTERSECTION OF FRONT STREET AND MADISON STREET, 78 FEET
 NF1464'SOUTHWEST OF THE CENTER LINE OF FRONT STREET.
 NF1464
 NF1464                          STATION RECOVERY (1995)
 NF1464
 NF1464'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1464'RECOVERED IN GOOD CONDITION.
 NF1464
 NF1464                          STATION RECOVERY (2003)
 NF1464
 NF1464'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1535 ***********************************************************************
 NF1535  DESIGNATION -  GRAND LEDGE S MUN TANK
 NF1535  PID         -  NF1535
 NF1535  STATE/COUNTY-  MI/EATON
 NF1535  USGS QUAD   -  DIMONDALE (1973)
 NF1535
 NF1535                         *CURRENT SURVEY CONTROL
 NF1535  ___________________________________________________________________
 NF1535* NAD 83(1994)-  42 44 24.81927(N)    084 44 47.32185(W)     ADJUSTED  
 NF1535* NAVD 88     -                                                        
 NF1535  ___________________________________________________________________
 NF1535  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 NF1535  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF1535
 NF1535  HORZ ORDER  -  THIRD
 NF1535
 NF1535.The horizontal coordinates were established by classical geodetic methods
 NF1535.and adjusted by the National Geodetic Survey in February 1997..
 NF1535
 NF1535
 NF1535.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1535
 NF1535.The geoid height was determined by GEOID03.
 NF1535
 NF1535;                    North         East     Units Scale Factor Converg.
 NF1535;SPC MI S     -   137,831.191 3,968,902.547   MT  0.99991006   -0 15 30.5
 NF1535;SPC MI S     -   452,202.07 13,021,333.82   iFT  0.99991006   -0 15 30.5
 NF1535;UTM  16      - 4,734,430.703   684,456.566   MT  1.00001861   +1 31 47.4
 NF1535
 NF1535                          SUPERSEDED SURVEY CONTROL
 NF1535
 NF1535  NAD 83(1986)-  42 44 24.81767(N)    084 44 47.33983(W) AD(       ) 4
 NF1535  NAD 27      -  42 44 24.69317(N)    084 44 47.39083(W) AD(       ) 3
 NF1535
 NF1535.Superseded values are not recommended for survey control.
 NF1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1535.See file dsdata.txt to determine how the superseded data were derived.
 NF1535
 NF1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8445734431(NAD 83)
 NF1535_MARKER: 53 = ELEVATED TANK
 NF1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1535+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 NF1535
 NF1535  HISTORY     - Date     Condition        Report By
 NF1535  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1535  HISTORY     - 19950822 GOOD             USPSQD
 NF1535  HISTORY     - 20030702 GOOD             GEOCAC
 NF1535
 NF1535                          STATION DESCRIPTION
 NF1535
 NF1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1535'THE STATION IS THE APEX OF VENT OF THE GRAND LEDGE SOUTH MUNICIPAL
 NF1535'WATER TANK.  IT IS A SINGULAR COLUMN, SPHEROID SHAPED TANK, PASTEL
 NF1535'BLUE IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NF1535'
 NF1535'LOCATED 0.8 MILE SOUTH OF THE CENTER OF GRAND LEDGE, 0.3 MILE WEST OF
 NF1535'STATE HIGHWAY 100, AND 220 FEET SOUTH OF THE CENTER LINE OF STATE
 NF1535'HIGHWAY 43.
 NF1535
 NF1535                          STATION RECOVERY (1995)
 NF1535
 NF1535'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1535'RECOVERED IN GOOD CONDITION.
 NF1535
 NF1535                          STATION RECOVERY (2003)
 NF1535
 NF1535'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1535'NOW IS PAINTED DARK BLUE WITH THE WORDS 'GRAND LEDGE' PAINTED IN
 NF1535'YELLOW ON THE EAST AND WEST FACES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1243 ***********************************************************************
 RJ1243  DESIGNATION -  GRAND MARAIS HBR REFUGE OUT LT
 RJ1243  PID         -  RJ1243
 RJ1243  STATE/COUNTY-  MI/ALGER
 RJ1243  USGS QUAD   -  GRAND MARAIS (1968)
 RJ1243
 RJ1243                         *CURRENT SURVEY CONTROL
 RJ1243  ___________________________________________________________________
 RJ1243* NAD 83(1994)-  46 41 01.52690(N)    085 58 18.93458(W)     ADJUSTED  
 RJ1243* NAVD 88     -                                                        
 RJ1243  ___________________________________________________________________
 RJ1243  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 RJ1243  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 RJ1243
 RJ1243  HORZ ORDER  -  THIRD
 RJ1243
 RJ1243.The horizontal coordinates were established by classical geodetic methods
 RJ1243.and adjusted by the National Geodetic Survey in February 1997..
 RJ1243
 RJ1243
 RJ1243.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1243
 RJ1243.The geoid height was determined by GEOID03.
 RJ1243
 RJ1243;                    North         East     Units Scale Factor Converg.
 RJ1243;SPC MI N     -   211,733.491 8,078,643.385   MT  0.99992700   +0 44 35.1
 RJ1243;SPC MI N     -   694,663.68 26,504,735.52   iFT  0.99992700   +0 44 35.1
 RJ1243;UTM  16      - 5,170,535.422   578,619.629   MT  0.99967597   +0 44 53.0
 RJ1243
 RJ1243                          SUPERSEDED SURVEY CONTROL
 RJ1243
 RJ1243  NAD 83(1986)-  46 41 01.52144(N)    085 58 18.93120(W) AD(       ) 4
 RJ1243  NAD 27      -  46 41 01.58938(N)    085 58 18.30592(W) AD(       ) 3
 RJ1243
 RJ1243.Superseded values are not recommended for survey control.
 RJ1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1243.See file dsdata.txt to determine how the superseded data were derived.
 RJ1243
 RJ1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7862070535(NAD 83)
 RJ1243_MARKER: 14 = NAVIGATION LIGHT
 RJ1243_MARK LOGO: CGS   
 RJ1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1243+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ1243
 RJ1243  HISTORY     - Date     Condition        Report By
 RJ1243  HISTORY     - UNK      FIRST OBSERVED
 RJ1243  HISTORY     - 1981     GOOD             NOS
 RJ1243  HISTORY     - 19960605 GOOD             MI-003
 RJ1243  HISTORY     - 19990907 GOOD             USPSQD
 RJ1243  HISTORY     - 20040608 GOOD             GEOCAC
 RJ1243
 RJ1243                          STATION DESCRIPTION
 RJ1243
 RJ1243'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1243'THE STATION IS THE CENTER OF THE ROOF OF THE WHITE
 RJ1243'SQUARE PYRAMIDAL TOWER AT THE OUTER HARBOR.
 RJ1243
 RJ1243                          STATION RECOVERY (1996)
 RJ1243
 RJ1243'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RJ1243'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS THE CENTER OF THE
 RJ1243'ROOF OF THE WHITE SQUARE PYRAMIDAL TOWER AT THE OUTER HARBOR, CGS
 RJ1243'DESCRIPTION.
 RJ1243
 RJ1243                          STATION RECOVERY (1999)
 RJ1243
 RJ1243'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ1243'RECOVERED IN GOOD CONDITION.
 RJ1243
 RJ1243                          STATION RECOVERY (2004)
 RJ1243
 RJ1243'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1245 ***********************************************************************
 RJ1245  DESIGNATION -  GRAND MARAIS HBR REFUGE IN LT
 RJ1245  PID         -  RJ1245
 RJ1245  STATE/COUNTY-  MI/ALGER
 RJ1245  USGS QUAD   -  GRAND MARAIS (1968)
 RJ1245
 RJ1245                         *CURRENT SURVEY CONTROL
 RJ1245  ___________________________________________________________________
 RJ1245* NAD 83(1994)-  46 40 35.91817(N)    085 58 16.66839(W)     ADJUSTED  
 RJ1245* NAVD 88     -                                                        
 RJ1245  ___________________________________________________________________
 RJ1245  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RJ1245  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 RJ1245
 RJ1245  HORZ ORDER  -  THIRD
 RJ1245
 RJ1245.The horizontal coordinates were established by classical geodetic methods
 RJ1245.and adjusted by the National Geodetic Survey in February 1997..
 RJ1245
 RJ1245
 RJ1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1245
 RJ1245.The geoid height was determined by GEOID03.
 RJ1245
 RJ1245;                    North         East     Units Scale Factor Converg.
 RJ1245;SPC MI N     -   210,943.467 8,078,701.797   MT  0.99992614   +0 44 36.7
 RJ1245;SPC MI N     -   692,071.74 26,504,927.16   iFT  0.99992614   +0 44 36.7
 RJ1245;UTM  16      - 5,169,745.601   578,678.095   MT  0.99967609   +0 44 54.3
 RJ1245
 RJ1245                          SUPERSEDED SURVEY CONTROL
 RJ1245
 RJ1245  NAD 83(1986)-  46 40 35.91244(N)    085 58 16.66500(W) AD(       ) 4
 RJ1245  NAD 27      -  46 40 35.97963(N)    085 58 16.04233(W) AD(       ) 3
 RJ1245
 RJ1245.Superseded values are not recommended for survey control.
 RJ1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1245.See file dsdata.txt to determine how the superseded data were derived.
 RJ1245
 RJ1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7867869746(NAD 83)
 RJ1245_MARKER: 14 = NAVIGATION LIGHT
 RJ1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1245+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2004
 RJ1245
 RJ1245  HISTORY     - Date     Condition        Report By
 RJ1245  HISTORY     - UNK      FIRST OBSERVED
 RJ1245  HISTORY     - 1981     GOOD             NOS
 RJ1245  HISTORY     - 19940801 GOOD             USPSQD
 RJ1245  HISTORY     - 19990907 GOOD             USPSQD
 RJ1245  HISTORY     - 20040608 GOOD             GEOCAC
 RJ1245
 RJ1245                          STATION DESCRIPTION
 RJ1245
 RJ1245'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1245'THE STATION IS THE CENTER OF THE ROOF OF THE WHITE SQUARE
 RJ1245'PYRAMIDAL TOWER ON THE BREAKWATER
 RJ1245'IN THE HARBOR.
 RJ1245
 RJ1245                          STATION RECOVERY (1994)
 RJ1245
 RJ1245'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1245'RECOVERED IN GOOD CONDITION.
 RJ1245
 RJ1245                          STATION RECOVERY (1999)
 RJ1245
 RJ1245'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ1245'RECOVERED IN GOOD CONDITION.
 RJ1245
 RJ1245                          STATION RECOVERY (2004)
 RJ1245
 RJ1245'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 RJ1245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1644 ***********************************************************************
 NF1644  DESIGNATION -  GRAND RAPIDS BLACK WATER TANK
 NF1644  PID         -  NF1644
 NF1644  STATE/COUNTY-  MI/KENT
 NF1644  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF1644
 NF1644                         *CURRENT SURVEY CONTROL
 NF1644  ___________________________________________________________________
 NF1644* NAD 83(1994)-  42 59 22.20524(N)    085 44 09.35510(W)     ADJUSTED  
 NF1644* NAVD 88     -                                                        
 NF1644  ___________________________________________________________________
 NF1644  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 NF1644  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF1644
 NF1644  HORZ ORDER  -  THIRD
 NF1644
 NF1644.The horizontal coordinates were established by classical geodetic methods
 NF1644.and adjusted by the National Geodetic Survey in February 1997..
 NF1644
 NF1644
 NF1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1644
 NF1644.The geoid height was determined by GEOID03.
 NF1644
 NF1644;                    North         East     Units Scale Factor Converg.
 NF1644;SPC MI S     -   166,358.320 3,888,344.911   MT  0.99990854   -0 55 54.6
 NF1644;SPC MI S     -   545,795.01 12,757,037.11   iFT  0.99990854   -0 55 54.6
 NF1644;UTM  16      - 4,760,424.130   603,050.243   MT  0.99973064   +0 51 43.2
 NF1644
 NF1644                          SUPERSEDED SURVEY CONTROL
 NF1644
 NF1644  NAD 83(1986)-  42 59 22.20557(N)    085 44 09.36855(W) AD(       ) 4
 NF1644  NAD 27      -  42 59 22.12664(N)    085 44 09.24366(W) AD(       ) 3
 NF1644
 NF1644.Superseded values are not recommended for survey control.
 NF1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1644.See file dsdata.txt to determine how the superseded data were derived.
 NF1644
 NF1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0305060424(NAD 83)
 NF1644
 NF1644  HISTORY     - Date     Condition        Report By
 NF1644  HISTORY     - UNK      MONUMENTED
 NF1644  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF1644
 NF1644                          STATION DESCRIPTION
 NF1644
 NF1644'DESCRIBED BY US POWER SQUADRON 1983 (MWW)
 NF1644'STATION REMOVED.  PERSONAL AT THE GRAND RAPIDS WATER DEPT. STATE
 NF1644'THAT THIS TANK IS NO LONGER IN EXISTANCE.  I WAS DEMOLISHED
 NF1644'SEVERAL YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5555 ***********************************************************************
 AJ5555  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5555  DESIGNATION -  GRAND RAPIDS CORS ARP
 AJ5555  CORS_ID     -  GRAR
 AJ5555  PID         -  AJ5555
 AJ5555  STATE/COUNTY-  MI/KENT
 AJ5555  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 AJ5555
 AJ5555                         *CURRENT SURVEY CONTROL
 AJ5555  ___________________________________________________________________
 AJ5555* NAD 83(CORS)-  42 59 19.66796(N)    085 40 27.61018(W)     ADJUSTED  
 AJ5555* NAVD 88     -                                                        
 AJ5555  ___________________________________________________________________
 AJ5555  EPOCH DATE  -        2002.00
 AJ5555  X           -     352,456.519 (meters)                     COMP
 AJ5555  Y           -  -4,659,605.866 (meters)                     COMP
 AJ5555  Z           -   4,326,698.498 (meters)                     COMP
 AJ5555  ELLIP HEIGHT-         157.03  (meters)          (03/??/02) GPS OBS
 AJ5555  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AJ5555
 AJ5555  HORZ ORDER  -  SPECIAL (CORS)
 AJ5555  ELLP ORDER  -  SPECIAL (CORS)
 AJ5555
 AJ5555.ITRF positions are available for this station.
 AJ5555.The coordinates were established by GPS observations
 AJ5555.and adjusted by the National Geodetic Survey in March 2002..
 AJ5555.The coordinates are valid at the epoch date displayed above.
 AJ5555.The epoch date for horizontal control is a decimal equivalence
 AJ5555.of Year/Month/Day.
 AJ5555
 AJ5555
 AJ5555.The PID for the CORS L1 Phase Center is DG4054.
 AJ5555
 AJ5555.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5555
 AJ5555.The ellipsoidal height was determined by GPS observations
 AJ5555.and is referenced to NAD 83.
 AJ5555
 AJ5555.The geoid height was determined by GEOID03.
 AJ5555
 AJ5555;                    North         East     Units Scale Factor Converg.
 AJ5555;SPC MI S     -   166,200.189 3,893,366.037   MT  0.99990851   -0 53 23.7
 AJ5555;SPC MI S     -   545,276.21 12,773,510.62   iFT  0.99990851   -0 53 23.7
 AJ5555
 AJ5555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5555!SPC MI S     -   0.99997537  x   0.99990851  =   0.99988389
 AJ5555
 AJ5555                          SUPERSEDED SURVEY CONTROL
 AJ5555
 AJ5555  NAD 83(CORS)-  42 59 19.66794(N)    085 40 27.61017(W) AD(1997.00) c
 AJ5555  ELLIP H (10/??/01)  157.03   (m)                       GP(1997.00) c c
 AJ5555
 AJ5555.Superseded values are not recommended for survey control.
 AJ5555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5555.See file dsdata.txt to determine how the superseded data were derived.
 AJ5555
 AJ5555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0807360423(NAD 83)
 AJ5555_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5555
 AJ5555                          STATION DESCRIPTION
 AJ5555
 AJ5555'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5555'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5555'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5555'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5555'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5555'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4054 ***********************************************************************
 DG4054  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4054  DESIGNATION -  GRAND RAPIDS CORS L1 PHASE CENTER
 DG4054  CORS_ID     -  GRAR
 DG4054  PID         -  DG4054
 DG4054  STATE/COUNTY-  MI/KENT
 DG4054  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 DG4054
 DG4054                         *CURRENT SURVEY CONTROL
 DG4054  ___________________________________________________________________
 DG4054* NAD 83(CORS)-  42 59 19.66804(N)    085 40 27.61012(W)     ADJUSTED  
 DG4054* NAVD 88     -                                                        
 DG4054  ___________________________________________________________________
 DG4054  EPOCH DATE  -        2002.00
 DG4054  X           -     352,456.526 (meters)                     COMP
 DG4054  Y           -  -4,659,605.937 (meters)                     COMP
 DG4054  Z           -   4,326,698.568 (meters)                     COMP
 DG4054  ELLIP HEIGHT-         157.13  (meters)          (03/??/02) GPS OBS
 DG4054  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 DG4054
 DG4054  HORZ ORDER  -  SPECIAL (CORS)
 DG4054  ELLP ORDER  -  SPECIAL (CORS)
 DG4054
 DG4054.ITRF positions are available for this station.
 DG4054.The coordinates were established by GPS observations
 DG4054.and adjusted by the National Geodetic Survey in March 2002..
 DG4054.The coordinates are valid at the epoch date displayed above.
 DG4054.The epoch date for horizontal control is a decimal equivalence
 DG4054.of Year/Month/Day.
 DG4054
 DG4054
 DG4054.The PID for the CORS ARP is AJ5555.
 DG4054
 DG4054.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4054
 DG4054.The ellipsoidal height was determined by GPS observations
 DG4054.and is referenced to NAD 83.
 DG4054
 DG4054.The geoid height was determined by GEOID03.
 DG4054
 DG4054;                    North         East     Units Scale Factor Converg.
 DG4054;SPC MI S     -   166,200.191 3,893,366.039   MT  0.99990851   -0 53 23.7
 DG4054;SPC MI S     -   545,276.22 12,773,510.63   iFT  0.99990851   -0 53 23.7
 DG4054
 DG4054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4054!SPC MI S     -   0.99997536  x   0.99990851  =   0.99988387
 DG4054
 DG4054                          SUPERSEDED SURVEY CONTROL
 DG4054
 DG4054  NAD 83(CORS)-  42 59 19.66802(N)    085 40 27.61012(W) AD(1997.00) c
 DG4054  ELLIP H (10/??/01)  157.13   (m)                       GP(1997.00) c c
 DG4054
 DG4054.Superseded values are not recommended for survey control.
 DG4054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4054.See file dsdata.txt to determine how the superseded data were derived.
 DG4054
 DG4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0807360423(NAD 83)
 DG4054_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4054
 DG4054                          STATION DESCRIPTION
 DG4054
 DG4054'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4054'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4054'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4054'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4054'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4054'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1646 ***********************************************************************
 NF1646  DESIGNATION -  GRAND RAPIDS NATL BANK DOME
 NF1646  PID         -  NF1646
 NF1646  STATE/COUNTY-  MI/KENT
 NF1646  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF1646
 NF1646                         *CURRENT SURVEY CONTROL
 NF1646  ___________________________________________________________________
 NF1646* NAD 83(1994)-  42 57 58.15166(N)    085 40 17.14687(W)     ADJUSTED  
 NF1646* NAVD 88     -                                                        
 NF1646  ___________________________________________________________________
 NF1646  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 NF1646  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF1646
 NF1646  HORZ ORDER  -  THIRD
 NF1646
 NF1646.The horizontal coordinates were established by classical geodetic methods
 NF1646.and adjusted by the National Geodetic Survey in February 1997..
 NF1646
 NF1646
 NF1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1646
 NF1646.The geoid height was determined by GEOID03.
 NF1646
 NF1646;                    North         East     Units Scale Factor Converg.
 NF1646;SPC MI S     -   163,681.536 3,893,564.049   MT  0.99990788   -0 53 16.5
 NF1646;SPC MI S     -   537,012.91 12,774,160.27   iFT  0.99990788   -0 53 16.5
 NF1646;UTM  16      - 4,757,912.447   608,349.703   MT  0.99974442   +0 54 20.1
 NF1646
 NF1646                          SUPERSEDED SURVEY CONTROL
 NF1646
 NF1646  NAD 83(1986)-  42 57 58.15147(N)    085 40 17.16015(W) AD(       ) 4
 NF1646  NAD 27      -  42 57 58.05224(N)    085 40 17.04766(W) AD(       ) 3
 NF1646
 NF1646.Superseded values are not recommended for survey control.
 NF1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1646.See file dsdata.txt to determine how the superseded data were derived.
 NF1646
 NF1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0835057912(NAD 83)
 NF1646_MARKER: 87 = DOME
 NF1646
 NF1646  HISTORY     - Date     Condition        Report By
 NF1646  HISTORY     - UNK      FIRST OBSERVED
 NF1646  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF1646
 NF1646                          STATION DESCRIPTION
 NF1646
 NF1646'DESCRIBED BY US POWER SQUADRON 1983 (MWW)
 NF1646'DOME IS NO LONGER LIT STRUCTURE IS STILL IN PLACE.
 NF1646'
 NF1646'BUILDING IS NOW CALLED MCKAY TOWER 146 MONROE CTR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1645 ***********************************************************************
 NF1645  DESIGNATION -  GRAND RAPIDS SILVER WATER TANK
 NF1645  PID         -  NF1645
 NF1645  STATE/COUNTY-  MI/KENT
 NF1645  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF1645
 NF1645                         *CURRENT SURVEY CONTROL
 NF1645  ___________________________________________________________________
 NF1645* NAD 83(1994)-  42 56 08.45022(N)    085 37 34.55323(W)     ADJUSTED  
 NF1645* NAVD 88     -                                                        
 NF1645  ___________________________________________________________________
 NF1645  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 NF1645  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF1645
 NF1645  HORZ ORDER  -  THIRD
 NF1645
 NF1645.The horizontal coordinates were established by classical geodetic methods
 NF1645.and adjusted by the National Geodetic Survey in February 1997..
 NF1645
 NF1645
 NF1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1645
 NF1645.The geoid height was determined by GEOID03.
 NF1645
 NF1645;                    North         East     Units Scale Factor Converg.
 NF1645;SPC MI S     -   160,240.861 3,897,197.453   MT  0.99990727   -0 51 25.9
 NF1645;SPC MI S     -   525,724.61 12,786,080.88   iFT  0.99990727   -0 51 25.9
 NF1645;UTM  16      - 4,754,587.686   612,088.408   MT  0.99975456   +0 56 09.1
 NF1645
 NF1645                          SUPERSEDED SURVEY CONTROL
 NF1645
 NF1645  NAD 83(1986)-  42 56 08.45046(N)    085 37 34.56719(W) AD(       ) 4
 NF1645  NAD 27      -  42 56 08.35562(N)    085 37 34.47020(W) AD(       ) 3
 NF1645
 NF1645.Superseded values are not recommended for survey control.
 NF1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1645.See file dsdata.txt to determine how the superseded data were derived.
 NF1645
 NF1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1208854588(NAD 83)
 NF1645
 NF1645  HISTORY     - Date     Condition        Report By
 NF1645  HISTORY     - UNK      MONUMENTED
 NF1645  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF1645
 NF1645                          STATION DESCRIPTION
 NF1645
 NF1645'DESCRIBED BY US POWER SQUADRON 1983 (MWW)
 NF1645'STATION REMOVED.
 NF1645'
 NF1645'PERSONAL AT THE GRAND RAPIDS WATER DEPT STATE THAT THIS TANK HAS
 NF1645'BEEN REMOVED AND IS NO MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0139 ***********************************************************************
 QJ0139  DESIGNATION -  GRAND RM 1
 QJ0139  PID         -  QJ0139
 QJ0139  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0139  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0139
 QJ0139                         *CURRENT SURVEY CONTROL
 QJ0139  ___________________________________________________________________
 QJ0139* NAD 83(1986)-  45 20 18.     (N)    083 32 07.     (W)     SCALED    
 QJ0139* NAVD 88     -       198.354  (meters)     650.77   (feet)  ADJUSTED  
 QJ0139  ___________________________________________________________________
 QJ0139  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0139  DYNAMIC HT  -         198.343 (meters)     650.73  (feet)  COMP
 QJ0139  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 QJ0139
 QJ0139  VERT ORDER  -  FIRST     CLASS II
 QJ0139
 QJ0139.The horizontal coordinates were scaled from a topographic map and have
 QJ0139.an estimated accuracy of +/- 6 seconds.
 QJ0139
 QJ0139.The orthometric height was determined by differential leveling
 QJ0139.and adjusted by the National Geodetic Survey in June 1991..
 QJ0139
 QJ0139.The geoid height was determined by GEOID03.
 QJ0139
 QJ0139.The dynamic height is computed by dividing the NAVD 88
 QJ0139.geopotential number by the normal gravity value computed on the
 QJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0139.degrees latitude (g = 980.6199 gals.).
 QJ0139
 QJ0139.The modeled gravity was interpolated from observed gravity values.
 QJ0139
 QJ0139;                    North         East    Units  Estimated Accuracy
 QJ0139;SPC MI C     -   224,980.    6,065,160.      MT  (+/- 180 meters Scaled)
 QJ0139
 QJ0139                          SUPERSEDED SURVEY CONTROL
 QJ0139
 QJ0139.No superseded survey control is available for this station.
 QJ0139
 QJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL013236(NAD 83)
 QJ0139_MARKER: DR = REFERENCE MARK DISK
 QJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0139_SP_SET: CONCRETE POST
 QJ0139_STAMPING: GRAND NO 1 1956
 QJ0139_MARK LOGO: CGS   
 QJ0139_PROJECTION: FLUSH
 QJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0139+STABILITY: SURFACE MOTION
 QJ0139
 QJ0139  HISTORY     - Date     Condition        Report By
 QJ0139  HISTORY     - 1956     MONUMENTED       CGS
 QJ0139  HISTORY     - 1983     GOOD             NGS
 QJ0139
 QJ0139                          STATION DESCRIPTION
 QJ0139
 QJ0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0139'28.5 KM (17.7 MI) ESE FROM ROGERS CITY.
 QJ0139'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0139'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0139'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0139'COUNTY ROAD E 638 TO A REVERSE-Y GRAVELED ROAD (OLD STATE ROAD),
 QJ0139'THENCE 0.7 KM (0.45 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD, AT
 QJ0139'THE TOP OF A SMALL HILL, ABOUT 1.52 METERS (5.0 FT) LOWER THAN THE
 QJ0139'STATION MARK, 7.62 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF OLD
 QJ0139'STATE ROAD, AND 30.51 METERS (100.12 FT) SOUTH OF THE STATION MARK
 QJ0139'(GRAND 1956).
 QJ0139'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 QJ0139'THE MARK IS 0.1 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1702 ***********************************************************************
 NF1702  DESIGNATION -  GRAND RM 1
 NF1702  PID         -  NF1702
 NF1702  STATE/COUNTY-  MI/CLINTON
 NF1702  USGS QUAD   -  WACOUSTA (1973)
 NF1702
 NF1702                         *CURRENT SURVEY CONTROL
 NF1702  ___________________________________________________________________
 NF1702* NAD 83(1986)-  42 47 07.     (N)    084 40 04.     (W)     SCALED    
 NF1702* NAVD 88     -       261.491  (meters)     857.91   (feet)  ADJUSTED  
 NF1702  ___________________________________________________________________
 NF1702  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF1702  DYNAMIC HT  -         261.418 (meters)     857.67  (feet)  COMP
 NF1702  MODELED GRAV-     980,336.2   (mgal)                       NAVD 88
 NF1702
 NF1702  VERT ORDER  -  FIRST     CLASS II
 NF1702
 NF1702.The horizontal coordinates were scaled from a topographic map and have
 NF1702.an estimated accuracy of +/- 6 seconds.
 NF1702
 NF1702.The orthometric height was determined by differential leveling
 NF1702.and adjusted by the National Geodetic Survey in January 2002..
 NF1702
 NF1702.The geoid height was determined by GEOID03.
 NF1702
 NF1702.The dynamic height is computed by dividing the NAVD 88
 NF1702.geopotential number by the normal gravity value computed on the
 NF1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1702.degrees latitude (g = 980.6199 gals.).
 NF1702
 NF1702.The modeled gravity was interpolated from observed gravity values.
 NF1702
 NF1702;                    North         East    Units  Estimated Accuracy
 NF1702;SPC MI S     -   142,810.    3,975,360.      MT  (+/- 180 meters Scaled)
 NF1702
 NF1702                          SUPERSEDED SURVEY CONTROL
 NF1702
 NF1702.No superseded survey control is available for this station.
 NF1702
 NF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN907396(NAD 83)
 NF1702_MARKER: DR = REFERENCE MARK DISK
 NF1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1702_SP_SET: CONCRETE POST
 NF1702_STAMPING: GRAND NO 1 1976
 NF1702_MARK LOGO: NGS   
 NF1702_PROJECTION: FLUSH
 NF1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1702+STABILITY: SURFACE MOTION
 NF1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1702+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 NF1702
 NF1702  HISTORY     - Date     Condition        Report By
 NF1702  HISTORY     - 1976     MONUMENTED       NGS
 NF1702  HISTORY     - 19820415 GOOD             NGS
 NF1702  HISTORY     - 19921113 GOOD             NGS
 NF1702  HISTORY     - 19990408 GOOD             NGS
 NF1702
 NF1702                          STATION DESCRIPTION
 NF1702
 NF1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 NF1702'STATION IS LOCATED IN QUAD. 420844, 11.3 KM (7.0 MI) NORTHWEST OF
 NF1702'DOWNTOWN LANSING, 8.0 KM (5.0 MI) NORTHEAST OF GRAND LEDGE, 0.32 KM
 NF1702'(0.20 MI) EAST OF THE JUNCTION OF INTERTSTATE HIGHWAY 96 AND GRAND
 NF1702'RIVER AVENUE, ON ROAD RIGHT-OF-WAY, IN WEEDS IN A FLAT AREA ALONG
 NF1702'SIDE A HIGHWAY ON-RAMP, IN THE SOUTHEAST 1/4 OF SEC. 28, T-5-N,
 NF1702'R-3-W.
 NF1702'TO REACH FROM THE OVERPASS AT INTERSTATE HIGHWAY 96 AND GRAND RIVER
 NF1702'AVENUE, GO EAST ON GRAND RIVER AVENUE FOR 0.35 KM (0.22 MI) TO THE
 NF1702'ON-RAMP ON THE LEFT.  CONTINUE EAST FOR 100 YARDS, THEN RURN LEFT
 NF1702'ACROSS A SHALLOW DITCH, THEN LEFT, NORTHWEST, ALONG THE RIGHT-OF-WAY
 NF1702'FENCE 0.08 KM (0.05 MI) TO STATION ON LEFT.
 NF1702'REFERENCE MARK NO 1, IS SET FLUSH WITH THE GROUND.  IT IS 1.98 M
 NF1702'(6.50 FT) EAST-SOUTHEAST FROM A 4 INCH TREE IN THE FENCE LINE, 0.91 M
 NF1702'(2.99 FT) WEST-SOUTHWEST OF A METAL WITNESS POST IN THE FENCE LINE,
 NF1702'AND 0.31 M (1.02 FT) SOUTH FROM THE FENCE.
 NF1702'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF1702
 NF1702                          STATION RECOVERY (1992)
 NF1702
 NF1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1702'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1702'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 10.8 KM (6.70 MI)
 NF1702'NORTHWESTERLY ALONG NORTH AND GRAND RIVER AVENUES, 0.3 KM (0.20 MI)
 NF1702'SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 96, 48.1 M (157.8
 NF1702'FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE AVENUE, 32.7
 NF1702'M (107.3 FT) NORTHEAST OF A UTILITY POLE, 29.0 M (95.1 FT)
 NF1702'EAST-SOUTHEAST OF TRIANGULATION STATION GRAND, 0.9 M (3.0 FT)
 NF1702'NORTHWEST OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 NF1702'AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 NF1702
 NF1702                          STATION RECOVERY (1999)
 NF1702
 NF1702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1702'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 NF1702'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 10.8 KM (6.70 MI)
 NF1702'NORTHWESTERLY ALONG GRAND RIVER AVENUE TO MARK ON THE RIGHT JUST
 NF1702'BEFORE REACHING OVERPASS OF INTERSTATE HIGHWAY 96.  IT IS 0.3 KM (0.20
 NF1702'MI) SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 96, 48.1 M
 NF1702'(157.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 NF1702'AVENUE, 32.7 M (107.3 FT) NORTHEAST OF A UTILITY POLE, 29.0 M (95.1
 NF1702'FT) EAST-SOUTHEAST OF TRIANGULATION STATION GRAND, 0.9 M (3.0 FT)
 NF1702'NORTHWEST OF A WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF GRAND
 NF1702'RIVER AVENUE, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0140 ***********************************************************************
 QJ0140  DESIGNATION -  GRAND RM 2
 QJ0140  PID         -  QJ0140
 QJ0140  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0140  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0140
 QJ0140                         *CURRENT SURVEY CONTROL
 QJ0140  ___________________________________________________________________
 QJ0140* NAD 83(1986)-  45 20 18.     (N)    083 32 07.     (W)     SCALED    
 QJ0140* NAVD 88     -       199.764  (meters)     655.39   (feet)  ADJUSTED  
 QJ0140  ___________________________________________________________________
 QJ0140  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0140  DYNAMIC HT  -         199.754 (meters)     655.36  (feet)  COMP
 QJ0140  MODELED GRAV-     980,560.1   (mgal)                       NAVD 88
 QJ0140
 QJ0140  VERT ORDER  -  FIRST     CLASS II
 QJ0140
 QJ0140.The horizontal coordinates were scaled from a topographic map and have
 QJ0140.an estimated accuracy of +/- 6 seconds.
 QJ0140
 QJ0140.The orthometric height was determined by differential leveling
 QJ0140.and adjusted by the National Geodetic Survey in June 1991..
 QJ0140
 QJ0140.The geoid height was determined by GEOID03.
 QJ0140
 QJ0140.The dynamic height is computed by dividing the NAVD 88
 QJ0140.geopotential number by the normal gravity value computed on the
 QJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0140.degrees latitude (g = 980.6199 gals.).
 QJ0140
 QJ0140.The modeled gravity was interpolated from observed gravity values.
 QJ0140
 QJ0140;                    North         East    Units  Estimated Accuracy
 QJ0140;SPC MI C     -   224,980.    6,065,160.      MT  (+/- 180 meters Scaled)
 QJ0140
 QJ0140                          SUPERSEDED SURVEY CONTROL
 QJ0140
 QJ0140.No superseded survey control is available for this station.
 QJ0140
 QJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL013236(NAD 83)
 QJ0140_MARKER: DR = REFERENCE MARK DISK
 QJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0140_SP_SET: CONCRETE POST
 QJ0140_STAMPING: GRAND NO 2 1956
 QJ0140_MARK LOGO: CGS   
 QJ0140_PROJECTION: FLUSH
 QJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0140+STABILITY: SURFACE MOTION
 QJ0140
 QJ0140  HISTORY     - Date     Condition        Report By
 QJ0140  HISTORY     - 1956     MONUMENTED       CGS
 QJ0140  HISTORY     - 1983     GOOD             NGS
 QJ0140  HISTORY     - 20040809 GOOD             USPSQD
 QJ0140
 QJ0140                          STATION DESCRIPTION
 QJ0140
 QJ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0140'28.5 KM (17.75 MI) ESE FROM ROGERS CITY.
 QJ0140'4.9 KM (3.05 MI) SOUTH ALONG BUSINESS U.S. HIGHWAY 23 (THIRD STREET)
 QJ0140'FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.2 KM (11.9 MI)
 QJ0140'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 3.8 KM (2.35 MI) EAST ALONG
 QJ0140'COUNTY ROAD E 638 TO A REVERSE Y-GRAVELED ROAD (OLD STATE ROAD),
 QJ0140'THENCE 0.7 KM (0.45 MI) WEST AND NORTHWEST ALONG OLD STATE ROAD AT THE
 QJ0140'TOP OF A SMALL HILL, 7.62 METERS (25.0 FT) SOUTHWEST OF THE CENTER OF
 QJ0140'OLD STATE ROAD, AND 20.82 METERS (68.33 FT) WEST OF STATION MARK GRAND
 QJ0140'1956.
 QJ0140'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 QJ0140'THE MARK IS 0.3 M ABOVE CENTER OF ROAD.
 QJ0140
 QJ0140                          STATION RECOVERY (2004)
 QJ0140
 QJ0140'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0627 ***********************************************************************
 NE0627  DESIGNATION -  GRAND USLS
 NE0627  PID         -  NE0627
 NE0627  STATE/COUNTY-  MI/WAYNE
 NE0627  USGS QUAD   -  DETROIT (1980)
 NE0627
 NE0627                         *CURRENT SURVEY CONTROL
 NE0627  ___________________________________________________________________
 NE0627* NAD 83(1986)-  42 18 46.     (N)    083 04 53.     (W)     SCALED    
 NE0627* NAVD 88     -       177.059  (meters)     580.90   (feet)  ADJUSTED  
 NE0627  ___________________________________________________________________
 NE0627  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 NE0627  DYNAMIC HT  -         177.006 (meters)     580.73  (feet)  COMP
 NE0627  MODELED GRAV-     980,320.1   (mgal)                       NAVD 88
 NE0627
 NE0627  VERT ORDER  -  FIRST     CLASS 0
 NE0627
 NE0627.The horizontal coordinates were scaled from a topographic map and have
 NE0627.an estimated accuracy of +/- 6 seconds.
 NE0627
 NE0627.The orthometric height was determined by differential leveling
 NE0627.and adjusted by the National Geodetic Survey in June 1991..
 NE0627
 NE0627.The geoid height was determined by GEOID03.
 NE0627
 NE0627.The dynamic height is computed by dividing the NAVD 88
 NE0627.geopotential number by the normal gravity value computed on the
 NE0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0627.degrees latitude (g = 980.6199 gals.).
 NE0627
 NE0627.The modeled gravity was interpolated from observed gravity values.
 NE0627
 NE0627;                    North         East    Units  Estimated Accuracy
 NE0627;SPC MI S     -    91,090.    4,105,950.      MT  (+/- 180 meters Scaled)
 NE0627
 NE0627                          SUPERSEDED SURVEY CONTROL
 NE0627
 NE0627  NGVD 29 (??/??/??)  177.234  (m)          581.48   (f) ADJUSTED    1 0
 NE0627
 NE0627.Superseded values are not recommended for survey control.
 NE0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0627.See file dsdata.txt to determine how the superseded data were derived.
 NE0627
 NE0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG284866(NAD 83)
 NE0627_MARKER: Z = SEE DESCRIPTION
 NE0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0627_SP_SET: STEEL ROD
 NE0627_PROJECTION: FLUSH
 NE0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0627_ROD/PIPE-DEPTH: 2.4  meters
 NE0627
 NE0627  HISTORY     - Date     Condition        Report By
 NE0627  HISTORY     - 1949     MONUMENTED       USLS
 NE0627  HISTORY     - 1970     GOOD             USLS
 NE0627  HISTORY     - 1980     GOOD             NGS
 NE0627  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0627
 NE0627                          STATION DESCRIPTION
 NE0627
 NE0627'DESCRIBED BY US LAKE SURVEY 1970
 NE0627'IN DETROIT.
 NE0627'GRAND IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN, AT
 NE0627'THE SOUTHEAST CORNER OF WEST JEFFERSON AND WEST GRAND BOULEVARD,
 NE0627'15.3 FEET NORTH OF NORTH RAIL OF UNION BELT RAILROAD, 2.9 FEET
 NE0627'EAST OF EAST EDGE OF WEST GRAND BOULEVARD SIDEWALK, 2.0 FEET
 NE0627'SOUTH OF SOUTH EDGE OF WEST JEFFERSON AVENUE SIDEWALK, FLUSH WITH
 NE0627'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0627'SQUARE STEEL ROD, 8 FEET LONG WITH THE LOWER 4 FEET TWISTED.
 NE0627'NOTE-- PREV. DESIG. BM GRAND 1949.
 NE0627
 NE0627                          STATION RECOVERY (1980)
 NE0627
 NE0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0627'IN DETROIT, AT THE INTERSECTION OF WEST JEFFERSON AVENUE AND GRAND
 NE0627'BOULEVARD, AT THE SOUTHEAST CORNER OF THE INTERSECTION, 4.7 METERS
 NE0627'(15.3 FEET) NORTH OF THE NORTH RAIL OF THE UNION BELT RAILROAD,
 NE0627'0.9 METER (2.9 FEET) NORTHEAST OF THE NORTHEAST EDGE OF GRAND
 NE0627'BOULEVARD SIDEWALK, 0.6 METER (2.0 FEET) SOUTHEAST OF SOUTHEAST
 NE0627'EDGE OF WEST JEFFERSON AVENUE SIDEWALK AND IS THE TOP OF A
 NE0627'3/4 INCH SQUARE STEEL ROD.
 NE0627'THE MARK IS 0.1 M BELOW GROUND.
 NE0627
 NE0627                          STATION RECOVERY (1999)
 NE0627
 NE0627'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0627'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0108 ***********************************************************************
 QK0108  DESIGNATION -  GRANDVIEW
 QK0108  PID         -  QK0108
 QK0108  STATE/COUNTY-  MI/CHEBOYGAN
 QK0108  USGS QUAD   -  INDIAN RIVER (1986)
 QK0108
 QK0108                         *CURRENT SURVEY CONTROL
 QK0108  ___________________________________________________________________
 QK0108* NAD 83(1986)-  45 27 24.     (N)    084 34 59.     (W)     SCALED    
 QK0108* NAVD 88     -       181.702  (meters)     596.13   (feet)  ADJUSTED  
 QK0108  ___________________________________________________________________
 QK0108  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 QK0108  DYNAMIC HT  -         181.700 (meters)     596.13  (feet)  COMP
 QK0108  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 QK0108
 QK0108  VERT ORDER  -  FIRST     CLASS I
 QK0108
 QK0108.The horizontal coordinates were scaled from a topographic map and have
 QK0108.an estimated accuracy of +/- 6 seconds.
 QK0108
 QK0108.The orthometric height was determined by differential leveling
 QK0108.and adjusted by the National Geodetic Survey in June 1991..
 QK0108
 QK0108.The geoid height was determined by GEOID03.
 QK0108
 QK0108.The dynamic height is computed by dividing the NAVD 88
 QK0108.geopotential number by the normal gravity value computed on the
 QK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0108.degrees latitude (g = 980.6199 gals.).
 QK0108
 QK0108.The modeled gravity was interpolated from observed gravity values.
 QK0108
 QK0108;                    North         East    Units  Estimated Accuracy
 QK0108;SPC MI C     -   237,820.    5,983,080.      MT  (+/- 180 meters Scaled)
 QK0108
 QK0108                          SUPERSEDED SURVEY CONTROL
 QK0108
 QK0108.No superseded survey control is available for this station.
 QK0108
 QK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR889365(NAD 83)
 QK0108_MARKER: Z = SEE DESCRIPTION
 QK0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0108_SP_SET: STEEL ROD
 QK0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0108
 QK0108  HISTORY     - Date     Condition        Report By
 QK0108  HISTORY     - 1960     MONUMENTED       USLS
 QK0108  HISTORY     - 1973     GOOD             USLS
 QK0108
 QK0108                          STATION DESCRIPTION
 QK0108
 QK0108'DESCRIBED BY US LAKE SURVEY 1973
 QK0108'AT GRANDVIEW BEACH.
 QK0108'GRANDVIEW IS AT GRANDVIEW BEACH, CHEBOYGAN COUNTY, MICHIGAN, 2.4 MILES
 QK0108'SOUTHERLY ALONG M-27 FROM MULLETT TOWNSHIP FIRE HALL IN TOPINABEE,
 QK0108'THEN 1.5 MILES EAST ALONG GRANDVIEW RD. FROM INTERSECTION WITH
 QK0108'M-27, THEN 0.3 EASTERLY ALONG PRIVATE DRIVE FROM A POINT 0.2
 QK0108'MILE NORTHERLY OF CROSSING OF PENN CENTRAL TRACKS AND ROAD,
 QK0108'21.6 FEET EASTERLY OF NORTH CORNER OF GARAGE, 20.0 FEET SOUTH
 QK0108'OF SOUTH CORNER OF COBBLESTONE FLOWING WELL OUTLET STRUCTURE,
 QK0108'15.6 FEET SOUTH OF A SQUARE HEAD LOG SCREW IN A 20-INCH BEECH,
 QK0108'5.3 FEET NORTHWEST OF NORTH CORNER AND IN LINE WITH NORTHEAST
 QK0108'FACE OF DWELLING AT NO. 577, 1/2-FOOT BELOW THE GROUND SURFACE,
 QK0108'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 QK0108'STEEL ROD, 23 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0108'GRANDVIEW 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0496 ***********************************************************************
 RK0496  DESIGNATION -  GRANITE
 RK0496  PID         -  RK0496
 RK0496  STATE/COUNTY-  MI/MARQUETTE
 RK0496  USGS QUAD   -  MARQUETTE NW (1953)
 RK0496
 RK0496                         *CURRENT SURVEY CONTROL
 RK0496  ___________________________________________________________________
 RK0496* NAD 83(1994)-  46 43 13.68557(N)    087 24 42.58154(W)     ADJUSTED  
 RK0496* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 RK0496  ___________________________________________________________________
 RK0496  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 RK0496  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0496
 RK0496  HORZ ORDER  -  FIRST
 RK0496
 RK0496.The horizontal coordinates were established by classical geodetic methods
 RK0496.and adjusted by the National Geodetic Survey in February 1997..
 RK0496
 RK0496.The orthometric height was scaled from a topographic map.
 RK0496
 RK0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0496
 RK0496.The geoid height was determined by GEOID03.
 RK0496
 RK0496;                    North         East     Units Scale Factor Converg.
 RK0496;SPC MI N     -   215,385.955 7,968,517.305   MT  0.99993166   -0 17 51.6
 RK0496;SPC MI N     -   706,646.83 26,143,429.48   iFT  0.99993166   -0 17 51.6
 RK0496;UTM  16      - 5,174,183.864   468,527.622   MT  0.99961217   -0 17 59.4
 RK0496
 RK0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0496!SPC MI N     -   0.99997500  x   0.99993166  =   0.99990666
 RK0496!UTM  16      -   0.99997500  x   0.99961217  =   0.99958718
 RK0496
 RK0496|---------------------------------------------------------------------|
 RK0496| PID    Reference Object                     Distance      Geod. Az  |
 RK0496|                                                           dddmmss.s |
 RK0496| CJ2573 GRANITE RM 1                          6.645 METERS 15008     |
 RK0496| RK0490 MARQUETTE MUNICIPAL STANDPIPE       APPROX.23.1 KM 1774157.4 |
 RK0496| CJ3384 N LEG OF BELL TOWER                                24109     |
 RK0496| CJ2574 GRANITE RM 2                          4.971 METERS 25552     |
 RK0496| CJ2459 E CORNER STONE HOUSE                               33815     |
 RK0496|---------------------------------------------------------------------|
 RK0496
 RK0496                          SUPERSEDED SURVEY CONTROL
 RK0496
 RK0496  NAD 83(1986)-  46 43 13.67814(N)    087 24 42.57950(W) AD(       ) 1
 RK0496  NAD 27      -  46 43 13.95100(N)    087 24 42.07600(W) AD(       ) 1
 RK0496
 RK0496.Superseded values are not recommended for survey control.
 RK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0496.See file dsdata.txt to determine how the superseded data were derived.
 RK0496
 RK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6852874184(NAD 83)
 RK0496_MARKER: DS = TRIANGULATION STATION DISK
 RK0496_SETTING: 66 = SET IN ROCK OUTCROP
 RK0496
 RK0496  HISTORY     - Date     Condition        Report By
 RK0496  HISTORY     - 1955     MONUMENTED       CGS
 RK0496  HISTORY     - 1977     GOOD             NGS
 RK0496
 RK0496                          STATION DESCRIPTION
 RK0496
 RK0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0496'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF MARQUETTE ON GRANITE
 RK0496'ISLAND.  AN ABANDONED LIGHTHOUSE AND SEVERAL OTHER STRUCTURES ARE ON
 RK0496'THE ISLAND.
 RK0496'
 RK0496'THE U.S. COAST GUARD OF MARQUETTE FURNISHED BOAT TRANSPORTION TO AND
 RK0496'FROM THE ISLAND.
 RK0496'
 RK0496'THE STATION MARK, A STANDARD DISK STAMPED GRANITE 1955 IS CEMENTED IN
 RK0496'A DRILL HOLE IN OUTCROPPING BEDROCK, 71 FEET SOUTHEAST OF THE EAST
 RK0496'CORNER OF THE STONE HOUSE AND 27 FEET NORTHEAST OF THE NORTH LEG OF
 RK0496'THE BELL TOWER.
 RK0496'
 RK0496'REFERENCE MARK 1, A STANDARD DISK STAMPED GRANITE NO 1 1955 IS
 RK0496'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 29.5 FEET EAST OF
 RK0496'THE EAST LEG OF THE BELL TOWER AND ABOUT 2 FEET LOWER THAN THE
 RK0496'STATION MARK.
 RK0496'
 RK0496'REFERENCE MARK 2, A STANDARD DISK STAMPED GRANITE NO 2 1955 IS
 RK0496'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, 12 FEET NORTH OF
 RK0496'THE NORTH LEG OF THE BELL TOWER AND ABOUT THE SAME ELEVATION AS THE
 RK0496'STATION MARK.
 RK0496'
 RK0496'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0496'
 RK0496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RK0496
 RK0496                          STATION RECOVERY (1977)
 RK0496
 RK0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0496'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 RK0496'GOOD CONDITION.  STATION MARK IS 71 FEET SOUTHWEST OF THE EAST
 RK0496'CORNER OF STONE HOUSE, 27 FEET NORTH EAST OF THE NORTHEAST LEG OF
 RK0496'BELL TOWER. REFERENCE MARK 1 IS 29.5 FEET EAST OF THE NORTHEAST LEG
 RK0496'OF BELL TOWER AND ABOUT 2 FEET LOWER THAN THE STATION.  REFERENCE
 RK0496'MARK 2 IS 12 FEET NORTH OF THE NORTHEAST LEG OF BELL TOWER, ABOUT
 RK0496'THE SAME ELEVATION AS THE STATION.
 RK0496'
 RK0496'STATION WAS REACHED BY BOAT, U.S. COAST GUARD OF MARQUETTE FURNISHED
 RK0496'THE BOAT AND CREW FOR THE TRIP TO GRANITE ISLAND, PHONE NUMBER OF
 RK0496'THE COAST GUARD IS CA6-3312.
 RK0496'
 RK0496'NOTE--GRANITE ISLAND IS A LARGE ROCK, IT WOULD BE DIFFICULT TO MAKE
 RK0496'A BOAT LANDING IF THE WATER IS ROUGH, THERE IS AN AREA IN WHICH A
 RK0496'HELICOPTER COULD LAND.
 RK0496'
 RK0496'A 4 FOOT STAND WILL SEE ALL LINES.
 RK0496'
 RK0496'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12 MILES
 RK0496'NORTH OF MARQUETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0493 ***********************************************************************
 RK0493  DESIGNATION -  GRANITE ISLAND LIGHTHOUSE
 RK0493  PID         -  RK0493
 RK0493  STATE/COUNTY-  MI/MARQUETTE
 RK0493  USGS QUAD   -  MARQUETTE NW (1953)
 RK0493
 RK0493                         *CURRENT SURVEY CONTROL
 RK0493  ___________________________________________________________________
 RK0493* NAD 83(1994)-  46 43 14.66279(N)    087 24 43.47611(W)     ADJUSTED  
 RK0493* NAVD 88     -                                                        
 RK0493  ___________________________________________________________________
 RK0493  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 RK0493  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0493
 RK0493  HORZ ORDER  -  THIRD
 RK0493
 RK0493.The horizontal coordinates were established by classical geodetic methods
 RK0493.and adjusted by the National Geodetic Survey in February 1997..
 RK0493
 RK0493
 RK0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0493
 RK0493.The geoid height was determined by GEOID03.
 RK0493
 RK0493;                    North         East     Units Scale Factor Converg.
 RK0493;SPC MI N     -   215,416.227 7,968,498.466   MT  0.99993170   -0 17 52.2
 RK0493;SPC MI N     -   706,746.15 26,143,367.67   iFT  0.99993170   -0 17 52.2
 RK0493;UTM  16      - 5,174,214.127   468,508.790   MT  0.99961219   -0 18 00.0
 RK0493
 RK0493                          SUPERSEDED SURVEY CONTROL
 RK0493
 RK0493  NAD 83(1986)-  46 43 14.65551(N)    087 24 43.47359(W) AD(       ) 4
 RK0493  NAD 27      -  46 43 14.93000(N)    087 24 42.98000(W) AD(       ) 3
 RK0493
 RK0493.Superseded values are not recommended for survey control.
 RK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0493.See file dsdata.txt to determine how the superseded data were derived.
 RK0493
 RK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6850974214(NAD 83)
 RK0493_MARKER: 13 = LIGHTHOUSE
 RK0493
 RK0493  HISTORY     - Date     Condition        Report By
 RK0493  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0493
 RK0493                          STATION DESCRIPTION
 RK0493
 RK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0493'THE STATION IS THE FLASHING LIGHT ATOP THE LARGE STONE HOUSE ON
 RK0493'GRANITE ISLAND THAT IS LOCATED IN LAKE SUPERIOR ABOUT 12 MILES NORTH
 RK0493'OF MARQUETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0494 ***********************************************************************
 RK0494  DESIGNATION -  GRANITE ISLAND USLS 1872
 RK0494  PID         -  RK0494
 RK0494  STATE/COUNTY-  MI/MARQUETTE
 RK0494  USGS QUAD   -  MARQUETTE NW (1953)
 RK0494
 RK0494                         *CURRENT SURVEY CONTROL
 RK0494  ___________________________________________________________________
 RK0494* NAD 83(1994)-  46 43 15.14055(N)    087 24 41.08688(W)     ADJUSTED  
 RK0494* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 RK0494  ___________________________________________________________________
 RK0494  LAPLACE CORR-          -6.92  (seconds)                    DEFLEC99
 RK0494  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0494
 RK0494  HORZ ORDER  -  FIRST
 RK0494
 RK0494.The horizontal coordinates were established by classical geodetic methods
 RK0494.and adjusted by the National Geodetic Survey in February 1997..
 RK0494
 RK0494.The orthometric height was scaled from a topographic map.
 RK0494
 RK0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0494
 RK0494.The geoid height was determined by GEOID03.
 RK0494
 RK0494;                    North         East     Units Scale Factor Converg.
 RK0494;SPC MI N     -   215,430.715 7,968,549.277   MT  0.99993171   -0 17 50.5
 RK0494;SPC MI N     -   706,793.68 26,143,534.37   iFT  0.99993171   -0 17 50.5
 RK0494;UTM  16      - 5,174,228.608   468,559.585   MT  0.99961215   -0 17 58.3
 RK0494
 RK0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0494!SPC MI N     -   0.99997500  x   0.99993171  =   0.99990671
 RK0494!UTM  16      -   0.99997500  x   0.99961215  =   0.99958716
 RK0494
 RK0494:                Primary Azimuth Mark                     Grid Az
 RK0494:SPC MI N     -  GRAND ISLAND USLS 1872                   111 16 02.0
 RK0494:UTM  16      -  GRAND ISLAND USLS 1872                   111 16 09.8
 RK0494
 RK0494|---------------------------------------------------------------------|
 RK0494| PID    Reference Object                     Distance      Geod. Az  |
 RK0494|                                                           dddmmss.s |
 RK0494| RK0675 GRAND ISLAND USLS 1872              APPROX.59.0 KM 1105811.5 |
 RK0494|---------------------------------------------------------------------|
 RK0494
 RK0494                          SUPERSEDED SURVEY CONTROL
 RK0494
 RK0494  NAD 83(1986)-  46 43 15.13422(N)    087 24 41.07821(W) AD(       ) 1
 RK0494  NAD 27      -  46 43 15.41000(N)    087 24 40.61000(W) AD(       ) 1
 RK0494
 RK0494.Superseded values are not recommended for survey control.
 RK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0494.See file dsdata.txt to determine how the superseded data were derived.
 RK0494
 RK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6856074229(NAD 83)
 RK0494_MARKER: X = CHISELED CROSS
 RK0494_SETTING: 0 = UNSPECIFIED SETTING
 RK0494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0494
 RK0494  HISTORY     - Date     Condition        Report By
 RK0494  HISTORY     - 1872     MONUMENTED       USLS
 RK0494  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0494
 RK0494                          STATION DESCRIPTION
 RK0494
 RK0494'DESCRIBED BY US LAKE SURVEY 1872
 RK0494'ON NORTH SIDE OF GRANITE ISLAND, LAKE SUPERIOR.  MARKED BY CROSS CUT
 RK0494'IN SOLID SURFACE ROCK.  GRANITE ISLAND LIGHTHOUSE, CENTER, BEARS S.
 RK0494'73 DEG 33 MIN 46 SEC W. FROM STATION AND IS 171.32 FEET DISTANT.
 RK0494
 RK0494                          STATION RECOVERY (1955)
 RK0494
 RK0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0494'A THOROUGH SEARCH FAILED TO RECOVER THE CROSS.  THE ROCK THAT
 RK0494'APPARANTLY HELD THE CROSS HAS BEEN BROKEN AND THE STATION IS
 RK0494'UNDOUBABLY LOST.  TRIANGULATION STATION GRANITE 1955 WAS
 RK0494'ESTABLISHED ON THE ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0604 ***********************************************************************
 OK0604  DESIGNATION -  GRANNIS
 OK0604  PID         -  OK0604
 OK0604  STATE/COUNTY-  MI/KENT
 OK0604  USGS QUAD   -  EVANS (1982)
 OK0604
 OK0604                         *CURRENT SURVEY CONTROL
 OK0604  ___________________________________________________________________
 OK0604* NAD 83(1994)-  43 14 06.35800(N)    085 27 46.13294(W)     ADJUSTED  
 OK0604* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 OK0604  ___________________________________________________________________
 OK0604  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 OK0604  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 OK0604
 OK0604  HORZ ORDER  -  FIRST
 OK0604
 OK0604.The horizontal coordinates were established by classical geodetic methods
 OK0604.and adjusted by the National Geodetic Survey in February 1997..
 OK0604
 OK0604.The orthometric height was scaled from a topographic map.
 OK0604
 OK0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0604
 OK0604.The geoid height was determined by GEOID03.
 OK0604
 OK0604;                    North         East     Units Scale Factor Converg.
 OK0604;SPC MI S     -   193,312.310 3,910,969.706   MT  0.99992551   -0 44 45.5
 OK0604;SPC MI S     -   634,226.74 12,831,265.44   iFT  0.99992551   -0 44 45.5
 OK0604;UTM  16      - 4,788,069.780   624,815.634   MT  0.99979164   +1 03 11.2
 OK0604
 OK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0604!SPC MI S     -   0.99995598  x   0.99992551  =   0.99988149
 OK0604!UTM  16      -   0.99995598  x   0.99979164  =   0.99974763
 OK0604
 OK0604|---------------------------------------------------------------------|
 OK0604| PID    Reference Object                     Distance      Geod. Az  |
 OK0604|                                                           dddmmss.s |
 OK0604| CH0242 GRANNIS RM 1                         20.690 METERS 10951     |
 OK0604| OK0602 HAMMOND                             APPROX.12.6 KM 1822731.9 |
 OK0604| CH0243 GRANNIS RM 2                                       27049     |
 OK0604|---------------------------------------------------------------------|
 OK0604
 OK0604                          SUPERSEDED SURVEY CONTROL
 OK0604
 OK0604  NAD 83(1986)-  43 14 06.35659(N)    085 27 46.14456(W) AD(       ) 1
 OK0604  NAD 27      -  43 14 06.25400(N)    085 27 46.03200(W) AD(       ) 1
 OK0604
 OK0604.Superseded values are not recommended for survey control.
 OK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0604.See file dsdata.txt to determine how the superseded data were derived.
 OK0604
 OK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2481688070(NAD 83)
 OK0604_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0604_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0604
 OK0604  HISTORY     - Date     Condition        Report By
 OK0604  HISTORY     - 1931     MONUMENTED       CGS
 OK0604  HISTORY     - 1969     SEE DESCRIPTION  USGS
 OK0604  HISTORY     - 1980     GOOD             MIDH
 OK0604  HISTORY     - 1983     GOOD             USPSQD
 OK0604  HISTORY     - 1987     GOOD             USPSQD
 OK0604
 OK0604                          STATION DESCRIPTION
 OK0604
 OK0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 OK0604'ABOUT 4-1/2 MILES EAST AND 1 MILE
 OK0604'NORTH OF CEDAR
 OK0604'SPRINGS, ON NORTH SIDE OF COUNTY ROUTE C-510, ON LAND OWNED BY
 OK0604'FRANK CLARK AND RALPH GRANNIS,
 OK0604'WHO LIVE 1 MILE NORTH OF STATION.  TO REACH FROM
 OK0604'CEDAR SPRINGS BY ROUTE C-510, GO 4.0 MILES EAST
 OK0604'FROM TRAFFIC SIGNAL, THENCE NORTH
 OK0604'1 MILE AND EAST 0.5 MILE TO STATION, IN FIELD ON NORTH SIDE OF
 OK0604'ROUTE C-510, 0.4 MILE EAST OF
 OK0604'INTERSECTION OF NELSON SAND LAKE ROAD AND ROUTE C-510, APPROXIMATELY
 OK0604'50 METERS (164 FEET)
 OK0604'NORTHWEST OF YELLOW FARMHOUSE ON SOUTH SIDE OF HIGHWAY,
 OK0604'18.89 METERS (62.0 FEET) NORTH OF
 OK0604'CENTER LINE OF HIGHWAY, AND 6.4 METERS (21 FEET)
 OK0604'NORTH OF WOVEN-WIRE FENCE.  SURFACE AND UNDERGROUND
 OK0604'MARKS ARE STANDARD DISK
 OK0604'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE
 OK0604'STANDARD REFERENCE
 OK0604'DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS 12 METERS (39 FEET) NORTH OF
 OK0604'CENTER LINE OF HIGHWAY, 11 METERS
 OK0604'(36 FEET) WEST OF CENTER OF GATE ON NORTH SIDE OF HIGHWAY,
 OK0604'AND 20.69 METERS (67.9 FEET) FROM STATION IN
 OK0604'AZIMUTH 289 DEG 51 MIN.  NO. 2 IS 8 METERS
 OK0604'(26 FEET) EAST OF CENTER LINE OF NELSON SAND LAKE ROAD, 25
 OK0604'METERS (82 FEET) NORTH OF
 OK0604'CENTER LINE OF ROUTE C-510, IN SOUTHWEST CORNER OF FIELD, BY
 OK0604'TELEPHONE POLE, AND
 OK0604'APPROXIMATELY 0.4 MILE FROM STATION IN AZIMUTH 90 DEG 49 MIN 26 SEC.
 OK0604
 OK0604                          STATION RECOVERY (1969)
 OK0604
 OK0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0604'STATION FOUND IN GOOD CONDITION.  IT IS ABOUT 4-1/2
 OK0604'MILES E AND ONE
 OK0604'MILE N OF CEDAR SPRINGS, NEAR THE TOP OF A HILL, ON THE
 OK0604'NORTH SIDE OF 18-MILE ROAD, 0.45
 OK0604'MILE E OF THE CORNER OF SECS. 22, 23,
 OK0604'26 AND 27, T 10 N, R 10 W.  IT IS 350 FEET W OF
 OK0604'1/2-MILE FENCE, 58 FEET N
 OK0604'AND 47 FEET W OF ROAD AT DRIVEWAY S.
 OK0604
 OK0604                          STATION RECOVERY (1980)
 OK0604
 OK0604'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0604'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS 62 FEET NORTH OF
 OK0604'18 MILE ROAD.
 OK0604'
 OK0604'REFERENCE MARK 1 WAS RECOVERED IN A BADLY TILTED CONDITION.  REFERENCE
 OK0604'MARK 2 WAS SEARCHED FOR AND NOT FOUND.  POSSIBLY DESTROYED DUE TO NEW
 OK0604'DITCH CONSTRUCTION.
 OK0604
 OK0604                          STATION RECOVERY (1983)
 OK0604
 OK0604'RECOVERY NOTE BY US POWER SQUADRON 1983 (DMW)
 OK0604'STATION RECOVERED GOOD.
 OK0604'
 OK0604'IT IS 58 FEET N. AND 47 FEET W. OF ROAD.  MEASURED FROM S. DRIVE AT
 OK0604'8358-18 MILE RD. (C.B. SHAW).
 OK0604
 OK0604                          STATION RECOVERY (1987)
 OK0604
 OK0604'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0588 ***********************************************************************
 OL0588  DESIGNATION -  GRANPORT
 OL0588  PID         -  OL0588
 OL0588  STATE/COUNTY-  MI/OTTAWA
 OL0588  USGS QUAD   -  GRAND HAVEN (1980)
 OL0588
 OL0588                         *CURRENT SURVEY CONTROL
 OL0588  ___________________________________________________________________
 OL0588* NAD 83(1994)-  43 02 04.27073(N)    086 11 49.97971(W)     ADJUSTED  
 OL0588* NAVD 88     -       182.5    (meters)     599.     (feet)  GPS OBS   
 OL0588  ___________________________________________________________________
 OL0588  X           -     309,688.733 (meters)                     COMP
 OL0588  Y           -  -4,659,164.926 (meters)                     COMP
 OL0588  Z           -   4,330,407.229 (meters)                     COMP
 OL0588  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 OL0588  ELLIP HEIGHT-         148.87  (meters)          (07/17/02) GPS OBS
 OL0588  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OL0588
 OL0588  HORZ ORDER  -  FIRST
 OL0588  ELLP ORDER  -  FOURTH    CLASS I
 OL0588
 OL0588.This mark is at Grand Haven Airport (3GM)
 OL0588
 OL0588.The horizontal coordinates were established by GPS observations
 OL0588.and adjusted by the National Geodetic Survey in February 1997..
 OL0588
 OL0588.The orthometric height was determined by GPS observations and a
 OL0588.high-resolution geoid model.
 OL0588
 OL0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0588
 OL0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0588
 OL0588.The ellipsoidal height was determined by GPS observations
 OL0588.and is referenced to NAD 83.
 OL0588
 OL0588.The geoid height was determined by GEOID03.
 OL0588
 OL0588;                    North         East     Units Scale Factor Converg.
 OL0588;SPC MI S     -   172,072.668 3,850,843.912   MT  0.99991027   -1 14 44.7
 OL0588;SPC MI S     -   564,542.87 12,634,002.34   iFT  0.99991027   -1 14 44.7
 OL0588;UTM  16      - 4,764,960.823   565,397.061   MT  0.99965261   +0 32 52.3
 OL0588
 OL0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0588!SPC MI S     -   0.99997665  x   0.99991027  =   0.99988693
 OL0588!UTM  16      -   0.99997665  x   0.99965261  =   0.99962927
 OL0588
 OL0588:                Primary Azimuth Mark                     Grid Az
 OL0588:SPC MI S     -  GRANPORT AZ MK                           091 13 29.9
 OL0588:UTM  16      -  GRANPORT AZ MK                           089 25 52.9
 OL0588
 OL0588|---------------------------------------------------------------------|
 OL0588| PID    Reference Object                     Distance      Geod. Az  |
 OL0588|                                                           dddmmss.s |
 OL0588| OL0589 GRANPORT AZ MK                      APPROX. 0.6 KM 0895845.2 |
 OL0588|---------------------------------------------------------------------|
 OL0588
 OL0588                          SUPERSEDED SURVEY CONTROL
 OL0588
 OL0588  ELLIP H (02/03/97)  148.89   (m)                       GP(       ) 4 1
 OL0588  NAD 83(1986)-  43 02 04.27313(N)    086 11 49.99109(W) AD(       ) 1
 OL0588  NAD 83(1986)-  43 02 04.27099(N)    086 11 49.99438(W) AD(       ) 3
 OL0588  NGVD 29 (03/27/91)  182.1    (m)          597.     (f) GPS OBS        
 OL0588
 OL0588.Superseded values are not recommended for survey control.
 OL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0588.See file dsdata.txt to determine how the superseded data were derived.
 OL0588
 OL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6539764961(NAD 83)
 OL0588_MARKER: I = METAL ROD
 OL0588_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0588_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0588_STAMPING: GRANPORT 1989
 OL0588_MARK LOGO: NGS   
 OL0588_PROJECTION: FLUSH
 OL0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0588+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OL0588_ROD/PIPE-DEPTH: 10.6 meters
 OL0588_SLEEVE-DEPTH  : 1.0 meters
 OL0588
 OL0588  HISTORY     - Date     Condition        Report By
 OL0588  HISTORY     - 1989     MONUMENTED       NGS
 OL0588  HISTORY     - 19910715 GOOD             NGS
 OL0588  HISTORY     - 19960912 GOOD             USPSQD
 OL0588  HISTORY     - 20051205 GOOD             INDIV
 OL0588
 OL0588                          STATION DESCRIPTION
 OL0588
 OL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OL0588'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTH-SOUTHEAST OF GRAND
 OL0588'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE NORTHEAST ANGLE OF
 OL0588'THE JUNCTION OF RUNWAY 09-27 AND A CONNECTING TAXIWAY.
 OL0588'OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT MANAGER JACK BREWER, 519
 OL0588'WASHINGTON AVENUE, GRAND HAVEN MI 49417.  PHONE IS (616) 842-4430.
 OL0588'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0588'STREET AND WASHINGTON AVENUE), GO SOUTHEAST FOR 0.7 KM (0.45 MI) ON
 OL0588'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0588'1.8 KM (1.10 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0588'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.75 MI) ON ROBBINS ROAD
 OL0588'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.50 MI) ON
 OL0588'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON COMSTOCK
 OL0588'STREET FOR 0.6 KM (0.35 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0588'SOUTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0588'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0588'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0588'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS, PASSING BETWEEN TWO
 OL0588'HANGARS, TO AN APRON.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM
 OL0588'(0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO
 OL0588'SOUTH FOR 60 METERS ON THE CONNECTING TAXIWAY TO THE STATION LEFT,
 OL0588'JUST BEFORE RUNWAY 09-27.
 OL0588'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OL0588'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.6 METERS IN A GREASE
 OL0588'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OL0588'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OL0588'18.2 M (59.7 FT) EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY, 15.5
 OL0588'M (50.9 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL TAXIWAY AND 12.9 M
 OL0588'(42.3 FT) NORTH FROM THE CENTER OF A 0.6 METER ROUND METAL DRAIN
 OL0588'COVER.
 OL0588'DESCRIBED BY K.L. FANCHER.
 OL0588'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OL0588
 OL0588                          STATION RECOVERY (1991)
 OL0588
 OL0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OL0588'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) SOUTH-SOUTHEAST OF GRAND
 OL0588'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE NORTHEAST ANGLE OF
 OL0588'THE JUNCTION OF RUNWAY 09-27 AND A CONNECTING TAXIWAY.
 OL0588'OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT MANAGER WARREN BENAWAY,
 OL0588'519 WASHINGTON AVENUE, GRAND HAVEN, MI. 49417. PHONE (616) 842-4430.
 OL0588'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0588'STREET AND WASHINGTON AVENUE), GO SOUTHEAST FOR 0.7 KM (0.4 MI) ON
 OL0588'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0588'1.8 KM (1.1 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0588'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.7 MI) ON ROBBINS ROAD
 OL0588'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON
 OL0588'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST ON COMSTOCK
 OL0588'STREET FOR 0.6 KM (0.4 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0588'SOUTH FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0588'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0588'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0588'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS PASSING BETWEEN TWO
 OL0588'HANGARS TO AN APRON.  TURN LEFT AND GO SOUTHEAST FOR 0.2 KM (0.1 MI)
 OL0588'ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO SOUTH FOR 60
 OL0588'METERS ON THE CONNECTING TAXIWAY TO THE STATION LEFT JUST BEFORE
 OL0588'RUNWAY 09-27.
 OL0588'LOCATED 18.2 M (59.7 FT) EAST FROM THE EAST EDGE OF A CONNECTING
 OL0588'TAXIWAY, 15.5 M (50.9 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL
 OL0588'TAXIWAY AND 12.9 M (42.3 FT) NORTH FROM THE CENTER OF A 0.6 METER
 OL0588'ROUND METAL DRAIN COVER.
 OL0588
 OL0588                          STATION RECOVERY (1996)
 OL0588
 OL0588'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0588'RECOVERED IN GOOD CONDITION.
 OL0588
 OL0588                          STATION RECOVERY (2005)
 OL0588
 OL0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0589 ***********************************************************************
 OL0589  DESIGNATION -  GRANPORT AZ MK
 OL0589  PID         -  OL0589
 OL0589  STATE/COUNTY-  MI/OTTAWA
 OL0589  USGS QUAD   -  GRAND HAVEN (1980)
 OL0589
 OL0589                         *CURRENT SURVEY CONTROL
 OL0589  ___________________________________________________________________
 OL0589* NAD 83(1994)-  43 02 04.27709(N)    086 11 22.66474(W)     ADJUSTED  
 OL0589* NAVD 88     -       179.6    (meters)     589.     (feet)  GPS OBS   
 OL0589  ___________________________________________________________________
 OL0589  X           -     310,305.581 (meters)                     COMP
 OL0589  Y           -  -4,659,121.669 (meters)                     COMP
 OL0589  Z           -   4,330,405.435 (meters)                     COMP
 OL0589  LAPLACE CORR-           2.11  (seconds)                    DEFLEC99
 OL0589  ELLIP HEIGHT-         146.03  (meters)          (07/17/02) GPS OBS
 OL0589  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OL0589
 OL0589  HORZ ORDER  -  FIRST
 OL0589  ELLP ORDER  -  FOURTH    CLASS I
 OL0589
 OL0589.The horizontal coordinates were established by GPS observations
 OL0589.and adjusted by the National Geodetic Survey in February 1997..
 OL0589
 OL0589.The orthometric height was determined by GPS observations and a
 OL0589.high-resolution geoid model.
 OL0589
 OL0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0589
 OL0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0589
 OL0589.The ellipsoidal height was determined by GPS observations
 OL0589.and is referenced to NAD 83.
 OL0589
 OL0589.The geoid height was determined by GEOID03.
 OL0589
 OL0589;                    North         East     Units Scale Factor Converg.
 OL0589;SPC MI S     -   172,059.450 3,851,462.061   MT  0.99991027   -1 14 26.1
 OL0589;SPC MI S     -   564,499.51 12,636,030.38   iFT  0.99991027   -1 14 26.1
 OL0589;UTM  16      - 4,764,966.958   566,015.161   MT  0.99965361   +0 33 11.0
 OL0589
 OL0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0589!SPC MI S     -   0.99997710  x   0.99991027  =   0.99988737
 OL0589!UTM  16      -   0.99997710  x   0.99965361  =   0.99963072
 OL0589
 OL0589:                Primary Azimuth Mark                     Grid Az
 OL0589:SPC MI S     -  GRANPORT                                 271 13 29.9
 OL0589:UTM  16      -  GRANPORT                                 269 25 52.8
 OL0589
 OL0589|---------------------------------------------------------------------|
 OL0589| PID    Reference Object                     Distance      Geod. Az  |
 OL0589|                                                           dddmmss.s |
 OL0589| OL0588 GRANPORT                            APPROX. 0.6 KM 2695903.8 |
 OL0589|---------------------------------------------------------------------|
 OL0589
 OL0589                          SUPERSEDED SURVEY CONTROL
 OL0589
 OL0589  ELLIP H (02/03/97)  146.05   (m)                       GP(       ) 4 1
 OL0589  NAD 83(1986)-  43 02 04.27949(N)    086 11 22.67605(W) AD(       ) 1
 OL0589  NAD 83(1986)-  43 02 04.27707(N)    086 11 22.67954(W) AD(       ) 3
 OL0589  NGVD 29 (03/27/91)  179.2    (m)          588.     (f) GPS OBS        
 OL0589
 OL0589.Superseded values are not recommended for survey control.
 OL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0589.See file dsdata.txt to determine how the superseded data were derived.
 OL0589
 OL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6601564967(NAD 83)
 OL0589_MARKER: I = METAL ROD
 OL0589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0589_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0589_STAMPING: GRANPORT AZ MK 1989
 OL0589_MARK LOGO: NGS   
 OL0589_PROJECTION: FLUSH
 OL0589_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0589+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 OL0589_ROD/PIPE-DEPTH: 17.1 meters
 OL0589_SLEEVE-DEPTH  : 1.0 meters
 OL0589
 OL0589  HISTORY     - Date     Condition        Report By
 OL0589  HISTORY     - 1989     MONUMENTED       NGS
 OL0589  HISTORY     - 19910715 GOOD             NGS
 OL0589  HISTORY     - 19960922 GOOD             USPSQD
 OL0589  HISTORY     - 20051109 MARK NOT FOUND   INDIV
 OL0589
 OL0589                          STATION DESCRIPTION
 OL0589
 OL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OL0589'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTH-SOUTHEAST OF GRAND
 OL0589'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE EAST END OF THE
 OL0589'EASTERNMOST ONE OF FOUR GRASS STRIPS BETWEEN RUNWAY 09-27 AND A
 OL0589'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT
 OL0589'MANAGER JACK BREWER, 519 WASHINGTON AVENUE, GRAND HAVEN MI 49417.
 OL0589'PHONE IS (616) 842-4430.
 OL0589'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0589'STREET AND WASHINGTON AVENUE), GO SOUTHWEST FOR 0.7 KM (0.45 MI) ON
 OL0589'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0589'1.8 KM (1.10 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0589'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.75 MI) ON ROBBINS ROAD
 OL0589'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.50 MI) ON
 OL0589'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.6 KM
 OL0589'(0.35 MI) ON COMSTOCK ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0589'SOUTH FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0589'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0589'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0589'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS, PASSING BETWEEN TWO
 OL0589'HANGARS, ON THE PAVED ROAD TO AN APRON.  TURN LEFT AND GO SOUTHEAST
 OL0589'FOR 0.2 KM (0.10 MI) ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN LEFT
 OL0589'AND GO EAST FOR 0.6 KM (0.35 MI) ON THE PARALLEL TAXIWAY TO THE
 OL0589'STATION RIGHT, JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 OL0589'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OL0589'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 17.1 METERS IN A
 OL0589'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OL0589'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OL0589'LOCATED 21.4 M (70.2 FT) WEST FROM THE CENTER OF A CONNECTING TAXIWAY,
 OL0589'15.7 M (51.5 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL TAXIWAY AND
 OL0589'14.6 M (47.9 FT) NORTH FROM THE NORTH EDGE OF A PAVED TURN-AROUND.
 OL0589'DESCRIBED BY K.L. FANCHER.
 OL0589'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OL0589
 OL0589                          STATION RECOVERY (1991)
 OL0589
 OL0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OL0589'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) SOUTH-SOUTHEAST OF GRAND
 OL0589'HAVEN, AT THE GRAND HAVEN MEMORIAL AIRPARK, IN THE EAST END OF THE
 OL0589'EASTERNMOST ONE OF FOUR GRASS STRIPS BETWEEN RUNWAY 09-27 AND A
 OL0589'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF GRAND HAVEN, C/O AIRPORT
 OL0589'MANAGER WARREN BENAWAY, 519 WASHINGTON AVENUE, GRAND HAVEN, MI.
 OL0589'49417. PHONE (616) 842-4430.
 OL0589'TO REACH THE STATION FROM THE POST OFFICE IN GRAND HAVEN (FOURTH
 OL0589'STREET AND WASHINGTON AVENUE), GO SOUTHWEST FOR 0.7 KM (0.4 MI) ON
 OL0589'WASHINGTON AVENUE TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 OL0589'1.8 KM (1.1 MI) ON U.S. HIGHWAY 31 (BEACON BOULEVARD) TO A PAVED
 OL0589'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.2 KM (0.7 MI) ON ROBBINS ROAD
 OL0589'TO A PAVED CROSSROAD.  TURN RIGHT AND GO SOUTH FOR 0.8 KM (0.5 MI) ON
 OL0589'168TH AVENUE TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.6 KM
 OL0589'(0.4 MI) ON COMSTOCK ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 OL0589'SOUTH FOR 0.2 KM (0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED
 OL0589'ROAD RIGHT AND THE AIRPORT OFFICE AHEAD.  TURN RIGHT AND GO WEST FOR
 OL0589'30 METERS, PASSING THROUGH A GATE, ON THE PAVED ROAD TO A PAVED ROAD
 OL0589'LEFT.  TURN LEFT AND GO SOUTH FOR 30 METERS, PASSING BETWEEN TWO
 OL0589'HANGARS, ON THE PAVED ROAD TO AN APRON.  TURN LEFT AND GO SOUTHEAST
 OL0589'FOR 0.2 KM (0.1 MI) ACROSS THE APRON TO A TAXIWAY RIGHT. TURN LEFT
 OL0589'AND GO EAST FOR 0.6 KM (0.4 MI) ON THE PARALLEL TAXIWAY TO THE
 OL0589'STATION ON THE RIGHT JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 OL0589'LOCATED 21.4 M (70.2 FT) WEST FROM THE CENTER OF A CONNECTING TAXIWAY,
 OL0589'15.7 M (51.5 FT) SOUTH FROM THE SOUTH EDGE OF A PARALLEL TAXIWAY AND
 OL0589'14.6 M (47.9 FT) NORTH FROM THE NORTH EDGE OF A PAVED TURN-AROUND.
 OL0589
 OL0589                          STATION RECOVERY (1996)
 OL0589
 OL0589'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0589'RECOVERED IN GOOD CONDITION.
 OL0589
 OL0589                          STATION RECOVERY (2005)
 OL0589
 OL0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0491 ***********************************************************************
 PL0491  DESIGNATION -  GRASS LAKE LOOKOUT TOWER
 PL0491  PID         -  PL0491
 PL0491  STATE/COUNTY-  MI/KALKASKA
 PL0491  USGS QUAD   -  COTE DAME MARIE (1978)
 PL0491
 PL0491                         *CURRENT SURVEY CONTROL
 PL0491  ___________________________________________________________________
 PL0491* NAD 83(1994)-  44 31 04.50640(N)    084 51 58.63335(W)     ADJUSTED  
 PL0491* NAVD 88     -                                                        
 PL0491  ___________________________________________________________________
 PL0491  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 PL0491  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 PL0491
 PL0491  HORZ ORDER  -  THIRD
 PL0491
 PL0491.The horizontal coordinates were established by classical geodetic methods
 PL0491.and adjusted by the National Geodetic Survey in February 1997..
 PL0491
 PL0491
 PL0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0491
 PL0491.The geoid height was determined by GEOID03.
 PL0491
 PL0491;                    North         East     Units Scale Factor Converg.
 PL0491;SPC MI C     -   133,606.123 5,960,280.212   MT  0.99994011   -0 21 10.6
 PL0491;SPC MI C     -   438,340.30 19,554,725.10   iFT  0.99994011   -0 21 10.6
 PL0491;UTM  16      - 4,931,613.862   669,574.139   MT  0.99995363   +1 29 46.9
 PL0491
 PL0491                          SUPERSEDED SURVEY CONTROL
 PL0491
 PL0491  NAD 83(1986)-  44 31 04.50340(N)    084 51 58.63668(W) AD(       ) 4
 PL0491  NAD 27      -  44 31 04.45683(N)    084 51 58.48505(W) AD(       ) 3
 PL0491
 PL0491.Superseded values are not recommended for survey control.
 PL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0491.See file dsdata.txt to determine how the superseded data were derived.
 PL0491
 PL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ6957431614(NAD 83)
 PL0491
 PL0491  HISTORY     - Date     Condition        Report By
 PL0491  HISTORY     - UNK      MONUMENTED
 PL0491  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0491  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0491  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0491
 PL0491                          STATION DESCRIPTION
 PL0491
 PL0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (JML)
 PL0491'RECOVERED IN GOOD CONDITION.
 PL0491
 PL0491                          STATION RECOVERY (1997)
 PL0491
 PL0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0491'MARK NOT FOUND.
 PL0491
 PL0491                          STATION RECOVERY (2001)
 PL0491
 PL0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0491'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0063 ***********************************************************************
 NE0063  DESIGNATION -  GRATE BAR
 NE0063  PID         -  NE0063
 NE0063  STATE/COUNTY-  MI/ST CLAIR
 NE0063  USGS QUAD   -  PORT HURON (1991)
 NE0063
 NE0063                         *CURRENT SURVEY CONTROL
 NE0063  ___________________________________________________________________
 NE0063* NAD 83(1986)-  42 57 01.     (N)    082 26 17.     (W)     SCALED    
 NE0063* NAVD 88     -       181.763  (meters)     596.33   (feet)  ADJUSTED  
 NE0063  ___________________________________________________________________
 NE0063  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0063  DYNAMIC HT  -         181.717 (meters)     596.18  (feet)  COMP
 NE0063  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 NE0063
 NE0063  VERT ORDER  -  SECOND    CLASS 0
 NE0063
 NE0063.The horizontal coordinates were scaled from a topographic map and have
 NE0063.an estimated accuracy of +/- 6 seconds.
 NE0063
 NE0063.The orthometric height was determined by differential leveling
 NE0063.and adjusted by the National Geodetic Survey in June 1991..
 NE0063
 NE0063.The geoid height was determined by GEOID03.
 NE0063
 NE0063.The dynamic height is computed by dividing the NAVD 88
 NE0063.geopotential number by the normal gravity value computed on the
 NE0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0063.degrees latitude (g = 980.6199 gals.).
 NE0063
 NE0063.The modeled gravity was interpolated from observed gravity values.
 NE0063
 NE0063;                    North         East    Units  Estimated Accuracy
 NE0063;SPC MI S     -   162,900.    4,157,360.      MT  (+/- 180 meters Scaled)
 NE0063
 NE0063                          SUPERSEDED SURVEY CONTROL
 NE0063
 NE0063  NGVD 29 (??/??/92)  181.886  (m)          596.74   (f) ADJ UNCH    2 0
 NE0063
 NE0063.Superseded values are not recommended for survey control.
 NE0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0063.See file dsdata.txt to determine how the superseded data were derived.
 NE0063
 NE0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH826562(NAD 83)
 NE0063_MARKER: Z = SEE DESCRIPTION
 NE0063_SETTING: 0 = UNSPECIFIED SETTING
 NE0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0063
 NE0063  HISTORY     - Date     Condition        Report By
 NE0063  HISTORY     - UNK      MONUMENTED       USLS
 NE0063  HISTORY     - 1934     GOOD             NGS
 NE0063  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 NE0063  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0063
 NE0063                          STATION DESCRIPTION
 NE0063
 NE0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0063'AT PORT HURON.
 NE0063'AT PORT HURON ON THE SOUTH SIDE OF GRANT PLACE, 165.0 FEET WEST
 NE0063'OF THE WEST CURB OF MILITARY STREET, 31.1 FEET NORTHEAST OF THE
 NE0063'NORTHEAST CORNER OF A TWO STORY 31.1 FEET NORTHEAST OF THE
 NE0063'NORTHEAST CORNER OF A TWO STORY DOUBLE HOUSE ON GRANT PLACE,
 NE0063'6 INCHES SOUTH OF THE SOUTH EDGE OF SIDEWALK, 3 INCHES ABOVE
 NE0063'SURFACE OF SIDEWALK.
 NE0063
 NE0063                          STATION RECOVERY (1995)
 NE0063
 NE0063'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0063'MARK NOT FOUND.
 NE0063
 NE0063                          STATION RECOVERY (2002)
 NE0063
 NE0063'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0316 ***********************************************************************
 PK0316  DESIGNATION -  GRAVELLY SHOAL LIGHT
 PK0316  PID         -  PK0316
 PK0316  STATE/COUNTY-  MI/ARENAC
 PK0316  USGS QUAD   -  POINT LOOKOUT (1976)
 PK0316
 PK0316                         *CURRENT SURVEY CONTROL
 PK0316  ___________________________________________________________________
 PK0316* NAD 83(1994)-  44 01 11.50841(N)    083 32 18.13625(W)     ADJUSTED  
 PK0316* NAVD 88     -                                                        
 PK0316  ___________________________________________________________________
 PK0316  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 PK0316  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 PK0316
 PK0316  HORZ ORDER  -  THIRD
 PK0316
 PK0316.The horizontal coordinates were established by classical geodetic methods
 PK0316.and adjusted by the National Geodetic Survey in February 1997..
 PK0316
 PK0316
 PK0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0316
 PK0316.The geoid height was determined by GEOID03.
 PK0316
 PK0316;                    North         East     Units Scale Factor Converg.
 PK0316;SPC MI C     -    78,481.136 6,066,413.859   MT  1.00004147   +0 35 06.4
 PK0316;SPC MI C     -   257,484.04 19,902,932.61   iFT  1.00004147   +0 35 06.4
 PK0316;UTM  17      - 4,877,211.775   296,553.880   MT  1.00010909   -1 45 52.3
 PK0316
 PK0316                          SUPERSEDED SURVEY CONTROL
 PK0316
 PK0316  NAD 83(1986)-  44 01 11.49523(N)    083 32 18.15267(W) AD(       ) 4
 PK0316  NAD 27      -  44 01 11.42552(N)    083 32 18.21848(W) AD(       ) 3
 PK0316
 PK0316.Superseded values are not recommended for survey control.
 PK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0316.See file dsdata.txt to determine how the superseded data were derived.
 PK0316
 PK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ9655477212(NAD 83)
 PK0316_MARKER: 14 = NAVIGATION LIGHT
 PK0316
 PK0316  HISTORY     - Date     Condition        Report By
 PK0316  HISTORY     - 1981     FIRST OBSERVED   NGS
 PK0316  HISTORY     - 20011011 GOOD             USPSQD
 PK0316
 PK0316                          STATION DESCRIPTION
 PK0316
 PK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0316'THE STATION, GRAVELLY SHOAL LIGHT, IS THE LIGHT ATOP A 75-FEET
 PK0316'RADIO BEACON. IT FLASHES RED AT 5 SECOND INTERVALS, RADIO BEACON
 PK0316'BROADCASTS AT 290 KILO-HERTZ AND HAS A FOG HORN.
 PK0316'
 PK0316'THE STATION IS LOCATED OFFSHORE IN SAGINAW BAY, ABOUT 15.9 KM
 PK0316'(9.9 MI) EAST-SOUTHEAST OF AU GRES, 6.9 KM (4.2 MI) SOUTHEAST OF
 PK0316'POINT LOOKOUT AND ON GRAVELLY SHOAL.
 PK0316'
 PK0316'DESCRIBED BY G.E. NELSON.
 PK0316
 PK0316                          STATION RECOVERY (2001)
 PK0316
 PK0316'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PK0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0483 ***********************************************************************
 PL0483  DESIGNATION -  GRAY
 PL0483  PID         -  PL0483
 PL0483  STATE/COUNTY-  MI/CRAWFORD
 PL0483  USGS QUAD   -  WAKELEY LAKE (1951)
 PL0483
 PL0483                         *CURRENT SURVEY CONTROL
 PL0483  ___________________________________________________________________
 PL0483* NAD 83(1994)-  44 39 24.82992(N)    084 37 17.00712(W)     ADJUSTED  
 PL0483* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 PL0483  ___________________________________________________________________
 PL0483  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 PL0483  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 PL0483
 PL0483  HORZ ORDER  -  SECOND
 PL0483
 PL0483.The horizontal coordinates were established by classical geodetic methods
 PL0483.and adjusted by the National Geodetic Survey in February 1997..
 PL0483
 PL0483.The orthometric height was scaled from a topographic map.
 PL0483
 PL0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0483
 PL0483.The geoid height was determined by GEOID03.
 PL0483
 PL0483;                    North         East     Units Scale Factor Converg.
 PL0483;SPC MI C     -   148,958.299 5,979,797.846   MT  0.99992514   -0 10 47.8
 PL0483;SPC MI C     -   488,708.33 19,618,759.34   iFT  0.99992514   -0 10 47.8
 PL0483;UTM  16      - 4,947,589.359   688,586.978   MT  1.00003737   +1 40 20.4
 PL0483
 PL0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0483!SPC MI C     -   0.99994853  x   0.99992514  =   0.99987367
 PL0483!UTM  16      -   0.99994853  x   1.00003737  =   0.99998589
 PL0483
 PL0483|---------------------------------------------------------------------|
 PL0483| PID    Reference Object                     Distance      Geod. Az  |
 PL0483|                                                           dddmmss.s |
 PL0483| CH1199 GRAY RM 1                            26.628 METERS 00738     |
 PL0483| PL0481 DOWN RIVER RESET                    APPROX. 6.2 KM 0204126.9 |
 PL0483| CH1201 GRAY RM 3                             8.370 METERS 24047     |
 PL0483| CH1198 GRAY AZ MK                                         2635701.7 |
 PL0483| PL0489 GRAYLING MUNICIPAL TANK             APPROX. 7.3 KM 2731051.6 |
 PL0483| CH1200 GRAY RM 2                            28.297 METERS 27338     |
 PL0483| PL0494 DEWARD FIRE LOOKOUT TOWER           APPROX.18.8 KM 3072156.4 |
 PL0483|---------------------------------------------------------------------|
 PL0483
 PL0483                          SUPERSEDED SURVEY CONTROL
 PL0483
 PL0483  NAD 83(1986)-  44 39 24.82593(N)    084 37 17.01177(W) AD(       ) 2
 PL0483  NAD 27      -  44 39 24.76759(N)    084 37 16.91977(W) AD(       ) 2
 PL0483
 PL0483.Superseded values are not recommended for survey control.
 PL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0483.See file dsdata.txt to determine how the superseded data were derived.
 PL0483
 PL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8858747589(NAD 83)
 PL0483_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0483
 PL0483  HISTORY     - Date     Condition        Report By
 PL0483  HISTORY     - 1949     MONUMENTED       CGS
 PL0483  HISTORY     - 1976     GOOD             NGS
 PL0483  HISTORY     - 1980     GOOD             MIDH
 PL0483
 PL0483                          STATION DESCRIPTION
 PL0483
 PL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0483'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 72 AND 493
 PL0483'MILES EAST OF THE JUNCTION OF
 PL0483'U.S. HIGHWAY 27 AND STATE HIGHWAY 72 ON THE SOUTH SIDE OF GRAYLING.
 PL0483'IT IS 62 FEET NORTH OF THE CENTER
 PL0483'OF HIGHWAY 72, 22.5 FEET NORTHEAST OF A 12 INCH PINE TREE
 PL0483'WITH A TRIANGLE BLAZED ON THE WEST SIDE AND 3
 PL0483'FEET SOUTH OF A WHITE WITNESS POST.  THE
 PL0483'MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED GRAY 1949.
 PL0483'
 PL0483'REFERENCE MARK NO. 1 IS IN AN OPEN FIELD AND ABOUT 3 FEET LOWER THAN
 PL0483'THE STATION.  THE MARK PROJECTS
 PL0483'ABOUT 5 INCHES AND THE DISK IS STAMPED GRAY NO 1 1949.
 PL0483'
 PL0483'REFERENCE MARK NO. 2 IS 68 FEET NORTH OF THE CENTER OF THE HIGHWAY.
 PL0483'THE MARK PROJECTS ABOUT 4 INCHES
 PL0483'AND THE DISK IS STAMPED GRAY NO 2 1949.
 PL0483'
 PL0483'AZIMUTH MARK IS 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 9 FEET
 PL0483'EAST OF A 12 INCH PINE TREE AND
 PL0483'3.5 FEET EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 8
 PL0483'INCHES AND THE DISK IS STAMPED GRAY
 PL0483'1949.
 PL0483
 PL0483                          STATION RECOVERY (1976)
 PL0483
 PL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PL0483'THE STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND
 PL0483'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AND NO PLACE TO
 PL0483'SET A NEW AZIMUTH MARK.  REFERENCE MARK 2 WAS FOUND DESTROYED AND
 PL0483'THE DISK WAS SALVAGED.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND
 PL0483'TO BE LONGER BY 0.11 FOOT.  NO MEASUREMENT REFERENCE MARKS 1 TO
 PL0483'REFERENCE MARK 3 AS TREES WERE ON LINE.  THE 1949 DESCRIPTION AND
 PL0483'TO REACH IS ADEQUATE WITH THE EXCEPTION THAT U.S. HIGHWAY 27 IS
 PL0483'NOW BUSINESS INTERSTATE HIGHWAY 75.
 PL0483'
 PL0483'REFERENCE MARK 3 IS 47.5 FEET NORTH OF THE CENTERLINE OF STATE
 PL0483'HIGHWAY 72, 5 FEET WEST OF A 12-INCH PINE TREE AND 1.5 FEET EAST OF A
 PL0483'METAL WITNESS POST.  THE MARK IS A STANDARD ALUMINUM REFERENCE
 PL0483'MARK WITH 3-MAGNETS ATTACHED.  THE DISK IS STAMPED GRAY 1949 NO 3
 PL0483'1976.
 PL0483'
 PL0483'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES EAST OF
 PL0483'GRAYLING.
 PL0483'
 PL0483'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0483
 PL0483                          STATION RECOVERY (1980)
 PL0483
 PL0483'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0483'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND 3 WERE RECOVERED
 PL0483'IN GOOD CONDITION.  FOUND REFERENCE MARK 2 WITH THE CONCRETE MONUMENT
 PL0483'BROKEN AND THE DISK MISSING.  REFERENCE MARK 3 IS STAMPED---GRAY 1949
 PL0483'NO 3 1976---AND THE 1949 DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0488 ***********************************************************************
 PL0488  DESIGNATION -  GRAYLING GEN TEL KQN 98 MAST
 PL0488  PID         -  PL0488
 PL0488  STATE/COUNTY-  MI/CRAWFORD
 PL0488  USGS QUAD   -  PERE CHENEY (1951)
 PL0488
 PL0488                         *CURRENT SURVEY CONTROL
 PL0488  ___________________________________________________________________
 PL0488* NAD 83(1994)-  44 34 10.42170(N)    084 41 33.35951(W)     ADJUSTED  
 PL0488* NAVD 88     -                                                        
 PL0488  ___________________________________________________________________
 PL0488  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 PL0488  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 PL0488
 PL0488  HORZ ORDER  -  THIRD
 PL0488
 PL0488.The horizontal coordinates were established by classical geodetic methods
 PL0488.and adjusted by the National Geodetic Survey in February 1997..
 PL0488
 PL0488
 PL0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0488
 PL0488.The geoid height was determined by GEOID03.
 PL0488
 PL0488;                    North         East     Units Scale Factor Converg.
 PL0488;SPC MI C     -   139,274.176 5,974,111.297   MT  0.99993387   -0 13 48.9
 PL0488;SPC MI C     -   456,936.27 19,600,102.68   iFT  0.99993387   -0 13 48.9
 PL0488;UTM  16      - 4,937,725.659   683,215.700   MT  1.00001282   +1 37 11.0
 PL0488
 PL0488                          SUPERSEDED SURVEY CONTROL
 PL0488
 PL0488  NAD 83(1986)-  44 34 10.41661(N)    084 41 33.36349(W) AD(       ) 4
 PL0488  NAD 27      -  44 34 10.35708(N)    084 41 33.26761(W) AD(       ) 3
 PL0488
 PL0488.Superseded values are not recommended for survey control.
 PL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0488.See file dsdata.txt to determine how the superseded data were derived.
 PL0488
 PL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8321637726(NAD 83)
 PL0488_MARKER: Z = SEE DESCRIPTION
 PL0488_SETTING: 0 = UNSPECIFIED SETTING
 PL0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0488
 PL0488  HISTORY     - Date     Condition        Report By
 PL0488  HISTORY     - 1976     MONUMENTED       NGS
 PL0488
 PL0488                          STATION DESCRIPTION
 PL0488
 PL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0488'THE STATION IS THE LIGHT ATOP THE GRAYLING GENERAL TELEPHONE
 PL0488'COMPANY KQN 98 MAST, WHICH IS LOCATED ABOUT 7 MILES SOUTHEAST
 PL0488'OF GRAYLING, 1/2 MILE EAST OF INTERSTATE HIGHWAY 75, 0.3 MILE
 PL0488'SOUTHWEST OF, AND ON THE SAME RIDGE WITH TRIANGULATION STATION
 PL0488'CHENEY 1932.  THE MAST IS A 3-LEGGED, SINGLE COLUMN, GUYED AND
 PL0488'LIGHTED STRUCTURE, 334 FEET HIGH, WITH 2 LARGE FANS NEAR THE
 PL0488'TOP, AND PAINTED RED AND WHITE.
 PL0488'
 PL0488'DESCRIBED BY G.R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0489 ***********************************************************************
 PL0489  DESIGNATION -  GRAYLING MUNICIPAL TANK
 PL0489  PID         -  PL0489
 PL0489  STATE/COUNTY-  MI/CRAWFORD
 PL0489  USGS QUAD   -  GRAYLING (1950)
 PL0489
 PL0489                         *CURRENT SURVEY CONTROL
 PL0489  ___________________________________________________________________
 PL0489* NAD 83(1994)-  44 39 37.89923(N)    084 42 49.89609(W)     ADJUSTED  
 PL0489* NAVD 88     -                                                        
 PL0489  ___________________________________________________________________
 PL0489  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 PL0489  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 PL0489
 PL0489  HORZ ORDER  -  THIRD
 PL0489
 PL0489.The horizontal coordinates were established by classical geodetic methods
 PL0489.and adjusted by the National Geodetic Survey in February 1997..
 PL0489
 PL0489
 PL0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0489
 PL0489.The geoid height was determined by GEOID03.
 PL0489
 PL0489;                    North         East     Units Scale Factor Converg.
 PL0489;SPC MI C     -   149,388.901 5,972,465.891   MT  0.99992483   -0 14 42.9
 PL0489;SPC MI C     -   490,121.07 19,594,704.37   iFT  0.99992483   -0 14 42.9
 PL0489;UTM  16      - 4,947,782.745   681,244.233   MT  1.00000397   +1 36 26.5
 PL0489
 PL0489                          SUPERSEDED SURVEY CONTROL
 PL0489
 PL0489  NAD 83(1986)-  44 39 37.89571(N)    084 42 49.89873(W) AD(       ) 4
 PL0489  NAD 27      -  44 39 37.83645(N)    084 42 49.79610(W) AD(       ) 3
 PL0489
 PL0489.Superseded values are not recommended for survey control.
 PL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0489.See file dsdata.txt to determine how the superseded data were derived.
 PL0489
 PL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8124447783(NAD 83)
 PL0489
 PL0489  HISTORY     - Date     Condition        Report By
 PL0489  HISTORY     - 1949     MONUMENTED       CGS
 PL0489
 PL0489                          STATION DESCRIPTION
 PL0489
 PL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0489'STATION IS LOCATED IN DOWNTOWN GRAYLING.  IT IS A FOUR-LEGGED
 PL0489'STEEL STRUCTURE,
 PL0489'ABOUT 125 FEET HIGH, PAINTED GREY WITH THE LEGEND GRAYLING PAINTED IN
 PL0489'LARGE WHITE LETTERS ON THE NORTH
 PL0489'AND SOUTH SIDE OF THE TANK.  THE POINT OBSERVED ON WAS
 PL0489'THE SMALL BALL AT THE APEX OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0794 ***********************************************************************
 QK0794  DESIGNATION -  GRAYS REEF LIGHT
 QK0794  PID         -  QK0794
 QK0794  STATE/COUNTY-  MI/EMMET
 QK0794  USGS QUAD   -  
 QK0794
 QK0794                         *CURRENT SURVEY CONTROL
 QK0794  ___________________________________________________________________
 QK0794* NAD 83(1994)-  45 45 56.59906(N)    085 09 13.44457(W)     ADJUSTED  
 QK0794* NAVD 88     -                                                        
 QK0794  ___________________________________________________________________
 QK0794  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 QK0794  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 QK0794
 QK0794  HORZ ORDER  -  THIRD
 QK0794
 QK0794.The horizontal coordinates were established by classical geodetic methods
 QK0794.and adjusted by the National Geodetic Survey in February 1997..
 QK0794
 QK0794
 QK0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0794
 QK0794.The geoid height was determined by GEOID03.
 QK0794
 QK0794;                    North         East     Units Scale Factor Converg.
 QK0794;SPC MI C     -   272,446.400 5,938,774.307   MT  1.00001587   -0 33 21.6
 QK0794;SPC MI C     -   893,853.02 19,484,167.67   iFT  1.00001587   -0 33 21.6
 QK0794;UTM  16      - 5,069,675.687   643,562.130   MT  0.99985338   +1 19 23.0
 QK0794
 QK0794                          SUPERSEDED SURVEY CONTROL
 QK0794
 QK0794  NAD 83(1986)-  45 45 56.59352(N)    085 09 13.44303(W) AD(       ) 4
 QK0794  NAD 27      -  45 45 56.55600(N)    085 09 13.21200(W) AD(       ) 3
 QK0794
 QK0794.Superseded values are not recommended for survey control.
 QK0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0794.See file dsdata.txt to determine how the superseded data were derived.
 QK0794
 QK0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4356269676(NAD 83)
 QK0794
 QK0794  HISTORY     - Date     Condition        Report By
 QK0794  HISTORY     - 1956     MONUMENTED       CGS
 QK0794  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QK0794  HISTORY     - 19960814 GOOD             USPSQD
 QK0794
 QK0794                          STATION DESCRIPTION
 QK0794
 QK0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0794'THE STATION IS THE CENTER OF AN OCCULTING RED LIGHT LOCATED
 QK0794'IN GRAYS REEF EAST
 QK0794'CHANNEL IN THE STRAITS OF MACKINAC ABOUT 19 MILES WEST OF MACKINAW
 QK0794'CITY AND ABOUT 10 MILES NORTHWEST OF
 QK0794'CROSS VILLAGE.  THE LIGHT IS MOUNTED AT THE TOP
 QK0794'OF A CREAM COLORED SQUARE TOWER ON A CONCRETE CRIB AND
 QK0794'IS 82 FEET ABOVE LOW WATER LINE.
 QK0794'THIS IS NUMBER 1476 IN LIGHT LIST, GREAT LAKES, CG- 159, 1953.
 QK0794
 QK0794                          STATION RECOVERY (1965)
 QK0794
 QK0794'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0794'STATION WAS RECOVERED BY TRIANGULATION AT THIS TIME BUT WAS NOT
 QK0794'VISITED.
 QK0794
 QK0794                          STATION RECOVERY (1996)
 QK0794
 QK0794'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0696 ***********************************************************************
 QK0696  DESIGNATION -  GREAT LAKES COMMUN TV N MAST
 QK0696  PID         -  QK0696
 QK0696  STATE/COUNTY-  MI/EMMET
 QK0696  USGS QUAD   -  DEADMANS HILL (1986)
 QK0696
 QK0696                         *CURRENT SURVEY CONTROL
 QK0696  ___________________________________________________________________
 QK0696* NAD 83(1994)-  45 21 06.61042(N)    084 58 41.60012(W)     ADJUSTED  
 QK0696* NAVD 88     -                                                        
 QK0696  ___________________________________________________________________
 QK0696  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 QK0696  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 QK0696
 QK0696  HORZ ORDER  -  THIRD
 QK0696
 QK0696.The horizontal coordinates were established by classical geodetic methods
 QK0696.and adjusted by the National Geodetic Survey in February 1997..
 QK0696
 QK0696
 QK0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0696
 QK0696.The geoid height was determined by GEOID03.
 QK0696
 QK0696;                    North         East     Units Scale Factor Converg.
 QK0696;SPC MI C     -   226,330.876 5,952,080.217   MT  0.99993809   -0 25 55.2
 QK0696;SPC MI C     -   742,555.37 19,527,822.23   iFT  0.99993809   -0 25 55.2
 QK0696;UTM  16      - 5,024,024.423   658,368.422   MT  0.99990838   +1 26 19.2
 QK0696
 QK0696                          SUPERSEDED SURVEY CONTROL
 QK0696
 QK0696  NAD 83(1986)-  45 21 06.60428(N)    084 58 41.60081(W) AD(       ) 4
 QK0696  NAD 27      -  45 21 06.56300(N)    084 58 41.41100(W) AD(       ) 3
 QK0696
 QK0696.Superseded values are not recommended for survey control.
 QK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0696.See file dsdata.txt to determine how the superseded data were derived.
 QK0696
 QK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5836824024(NAD 83)
 QK0696
 QK0696  HISTORY     - Date     Condition        Report By
 QK0696  HISTORY     - 1956     MONUMENTED       CGS
 QK0696  HISTORY     - 19960813 MARK NOT FOUND   USPSQD
 QK0696
 QK0696                          STATION DESCRIPTION
 QK0696
 QK0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0696'THE STATION IS THE CENTER OF THE TOP OF THE NORTH MAST OF THE
 QK0696'GREAT LAKES
 QK0696'COMMUNITY TELEVISION COMPANY ANTENNA SYSTEM LOCATED ABOUT 1 MILE
 QK0696'SOUTHWEST OF PETOSKEY.  THE COMPANY
 QK0696'OPERATES A TELEVISION RECEIVING STATION THAT FURNISHES TELEVISION
 QK0696'TO PETOSKEY AND THE SURROUNDING AREA BY
 QK0696'CABLE.  THE ANTENNA SYSTEM CONSISTS OF TWO
 QK0696'LARGE WOODEN POLES ABOUT 76 FEET HIGH WHICH ARE CONNECTED
 QK0696'BY FOUR CATWALKS AT VARIOUS
 QK0696'ELEVATIONS.  THERE ARE TWO METAL, UNIFORM CROSS SECTION, MASTS WHICH
 QK0696'EXTEND 45 FEET ABOVE THE POLES
 QK0696'WITH ABOUT 7 FEET OF ANTENNA POLES AT THE TOP.  THE MASTS ARE ABOUT
 QK0696'20 FEET APART IN A NORTH-SOUTH
 QK0696'DIRECTION.  THERE IS A METAL, UNIFORM CROSS SECTION,
 QK0696'MAST ABOUT 50 FEET HIGH THAT IS CONNECTED TO THE
 QK0696'POLES BY ONE OF THE CATWALKS ON THE
 QK0696'NORTH SIDE.
 QK0696'
 QK0696'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND U.S.
 QK0696'HIGHWAY 131 IN THE
 QK0696'SOUTHWEST SECTION OF PETOSKEY, GO WEST ON U.S. 31 (CHARLEVOIX AVENUE)
 QK0696'FOR 0.2 MILE TO GREENWOOD ROAD.
 QK0696'TURN LEFT AND GO SOUTH ON GREENWOOD ROAD FOR 0.45 MILE TO A
 QK0696'CROSSROAD AND THE END OF THE PAVEMENT.
 QK0696'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.75 MILE
 QK0696'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON SAND ROAD
 QK0696'FOR 0.1 MILE TO THE STATION.
 QK0696
 QK0696                          STATION RECOVERY (1996)
 QK0696
 QK0696'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0540 ***********************************************************************
 RK0540  DESIGNATION -  GREEN
 RK0540  PID         -  RK0540
 RK0540  STATE/COUNTY-  MI/MARQUETTE
 RK0540  USGS QUAD   -  GREEN HILLS          025 (1986)
 RK0540
 RK0540                         *CURRENT SURVEY CONTROL
 RK0540  ___________________________________________________________________
 RK0540* NAD 83(1994)-  46 20 07.47345(N)    087 42 10.27933(W)     ADJUSTED  
 RK0540* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 RK0540  ___________________________________________________________________
 RK0540  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 RK0540  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 RK0540
 RK0540  HORZ ORDER  -  FIRST
 RK0540
 RK0540.The horizontal coordinates were established by classical geodetic methods
 RK0540.and adjusted by the National Geodetic Survey in February 1997..
 RK0540
 RK0540.The orthometric height was scaled from a topographic map.
 RK0540
 RK0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0540
 RK0540.The geoid height was determined by GEOID03.
 RK0540
 RK0540;                    North         East     Units Scale Factor Converg.
 RK0540;SPC MI N     -   172,743.977 7,945,890.367   MT  0.99990322   -0 30 28.9
 RK0540;SPC MI N     -   566,745.33 26,069,194.12   iFT  0.99990322   -0 30 28.9
 RK0540;UTM  16      - 5,131,554.883   445,906.128   MT  0.99963597   -0 30 30.4
 RK0540
 RK0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0540!SPC MI N     -   0.99992361  x   0.99990322  =   0.99982684
 RK0540!UTM  16      -   0.99992361  x   0.99963597  =   0.99955961
 RK0540
 RK0540|---------------------------------------------------------------------|
 RK0540| PID    Reference Object                     Distance      Geod. Az  |
 RK0540|                                                           dddmmss.s |
 RK0540| CJ2584 GREEN RM 1                           16.929 METERS 10159     |
 RK0540| CJ2583 GREEN AZ MK                                        2741305.8 |
 RK0540| RK0574 REPUBLIC                            APPROX.22.4 KM 2884546.0 |
 RK0540| CJ2585 GREEN RM 2                           14.360 METERS 35042     |
 RK0540|---------------------------------------------------------------------|
 RK0540
 RK0540                          SUPERSEDED SURVEY CONTROL
 RK0540
 RK0540  NAD 83(1986)-  46 20 07.46808(N)    087 42 10.27539(W) AD(       ) 1
 RK0540  NAD 27      -  46 20 07.67900(N)    087 42 09.78700(W) AD(       ) 1
 RK0540
 RK0540.Superseded values are not recommended for survey control.
 RK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0540.See file dsdata.txt to determine how the superseded data were derived.
 RK0540
 RK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4590631555(NAD 83)
 RK0540_MARKER: DS = TRIANGULATION STATION DISK
 RK0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0540
 RK0540  HISTORY     - Date     Condition        Report By
 RK0540  HISTORY     - 1955     MONUMENTED       CGS
 RK0540
 RK0540                          STATION DESCRIPTION
 RK0540
 RK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0540'THE STATION IS IN SECTION 5, T. 45 N., R. 27 W. AND ON A PROMINENT,
 RK0540'LARGE ROUND TOPPED, TIMBERED HILL KNOWN LOCALLY AS GREEN HILL.  IT
 RK0540'IS APPROXIMATELY 14 MILES EAST-SOUTHEAST OF REPUBLIC, 11 MILES SOUTH
 RK0540'OF ISHPEMING, 5-1/2 MILES NORTH OF THE MARQUETTE-DICKINSON COUNTY
 RK0540'LINE AND ON THE HIGHEST PART OF THE HILL WHICH IS NEAR THE WESTERN
 RK0540'EDGE OF THE SUMMIT.
 RK0540'
 RK0540'TO REACH FROM THE JUNCTION OF PINE AND DIVISION STREETS IN ISHPEMING,
 RK0540'GO SOUTH-SOUTHWEST ON PINE STREET WHICH IS ALSO COUNTY HIGHWAY 581,
 RK0540'FOR 3.7 MILES TO THE JUNCTION OF COUNTY HIGHWAYS 581 AND 482 (BOTH
 RK0540'PAVED ROADS), KEEP LEFT FORK AND FOLLOW COUNTY HIGHWAY 581 FOR
 RK0540'10.7 MILES TO THE END OF THE BLACK-TOP AT A CROSSROAD, TURN LEFT
 RK0540'AND FOLLOW MAIN TRAVELED ROAD 2.3 MILES TO A FORK, KEEP LEFT FORK AND
 RK0540'GO 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT AT A POINT WHERE THE
 RK0540'ROAD CROSSES OVER THE SUMMIT OF A LOW HILL, CONTINUE EASTERLY
 RK0540'ON THE TRACK ROAD FOR 1.0 MILE TO A FORK, KEEP THE LEFT FORK AND GO
 RK0540'0.25 MILE TO A FORK WITH A SHACK BETWEEN THE TWO ROADS, (THIS SHACK
 RK0540'APPEARS TO BE MOVABLE AND MAY BE MOVED WHEN THE PRESENT LOGGING
 RK0540'OPERATIONS ARE COMPLETED IN THE VICINITY), KEEP LEFT FORK AND
 RK0540'GO 0.25 MILE ON A BLADED LOGGING ROAD TO TWO BLAZED TREES AND
 RK0540'THE END OF TRUCK TRAVEL FOR A TWO-WHEEL DRIVE TRUCK.  FROM HERE A
 RK0540'TRAIL WAS CLEARED TO THE STATION WHICH IS PASSABLE FOR A POWER
 RK0540'WAGON, PASS BETWEEN THE TWO BLAZED TREES, UP THE STEEP BANK AND
 RK0540'FOLLOW THE TRAIL ABOUT 0.25 MILE TO THE SUMMIT OF THE HILL AND THE
 RK0540'STATION.
 RK0540'
 RK0540'THE STATION MARK, STAMPED GREEN 1955, IS A STANDARD DISK SET IN A
 RK0540'SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 26 FEET WEST OF
 RK0540'A 16-INCH STUMP ABOUT 2-1/2 FEET HIGH AND 4 FEET SOUTH OF A WHITE
 RK0540'WITNESS POST.  AN AREA ABOUT 30 FEET IN DIAMETER WAS CLEARED
 RK0540'AROUND THE STATION.
 RK0540'
 RK0540'REFERENCE MARK NO. 1, STAMPED GREEN NO 1 1955, IS A STANDARD DISK SET
 RK0540'IN A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 31 FEET
 RK0540'EAST OF THE 16-INCH STUMP AND AT THE SAME ELEVATION AS THE STATION.
 RK0540'
 RK0540'REFERENCE MARK NO. 2, STAMPED GREEN NO 2 1955, IS A STANDARD DISK SET
 RK0540'IN A SQUARE CONCRETE POST THAT PROJECTS 10 INCHES.  IT IS AT THE
 RK0540'NORTH EDGE OF THE CLEARING AND ABOUT 1 FOOT LOWER THAN THE STATION
 RK0540'MARK.
 RK0540'
 RK0540'THE AZIMUTH MARK, STAMPED GREEN 1955, IS A STANDARD DISK SET IN A
 RK0540'SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 30 FEET NORTH
 RK0540'OF THE CENTER OF THE TRACK ROAD AND 2 FEET EAST OF A WHITE WITNESS
 RK0540'POST.  A CONSIDERABLE AMOUNT OF CLEARING WOULD BE NECESSARY TO SEE
 RK0540'THE AZIMUTH MARK FROM THE GROUND.
 RK0540'
 RK0540'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1603 ***********************************************************************
 RL1603  DESIGNATION -  GREEN
 RL1603  PID         -  RL1603
 RL1603  STATE/COUNTY-  MI/ONTONAGON
 RL1603  USGS QUAD   -  
 RL1603
 RL1603                         *CURRENT SURVEY CONTROL
 RL1603  ___________________________________________________________________
 RL1603* NAD 83(1994)-  46 50 13.07693(N)    089 26 24.22036(W)     ADJUSTED  
 RL1603* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 RL1603  ___________________________________________________________________
 RL1603  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 RL1603  GEOID HEIGHT-         -31.14  (meters)                     GEOID03
 RL1603
 RL1603  HORZ ORDER  -  THIRD
 RL1603
 RL1603.The horizontal coordinates were established by classical geodetic methods
 RL1603.and adjusted by the National Geodetic Survey in February 1997..
 RL1603
 RL1603.The orthometric height was scaled from a topographic map.
 RL1603
 RL1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1603
 RL1603.The geoid height was determined by GEOID03.
 RL1603
 RL1603;                    North         East     Units Scale Factor Converg.
 RL1603;SPC MI N     -   231,118.574 7,813,893.802   MT  0.99994919   -1 45 49.1
 RL1603;SPC MI N     -   758,263.04 25,636,134.52   iFT  0.99994919   -1 45 49.1
 RL1603;UTM  16      - 5,189,937.765   313,932.947   MT  1.00002554   -1 46 49.1
 RL1603
 RL1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1603!SPC MI N     -   0.99997526  x   0.99994919  =   0.99992445
 RL1603!UTM  16      -   0.99997526  x   1.00002554  =   1.00000080
 RL1603
 RL1603|---------------------------------------------------------------------|
 RL1603| PID    Reference Object                     Distance      Geod. Az  |
 RL1603|                                                           dddmmss.s |
 RL1603| RL0736 TT 28 TX                             73.645 METERS 01422     |
 RL1603| CJ2579 GREEN RM 1                           28.078 METERS 03849     |
 RL1603| RL1601 ONTONAGON FIBRE CO WATER TANK       APPROX. 9.4 KM 0671034.0 |
 RL1603| CJ2580 GREEN RM 2                           26.698 METERS 13500     |
 RL1603| CJ2578 GREEN AZ MK                                        2611435.3 |
 RL1603|---------------------------------------------------------------------|
 RL1603
 RL1603                          SUPERSEDED SURVEY CONTROL
 RL1603
 RL1603  NAD 83(1986)-  46 50 13.07895(N)    089 26 24.21557(W) AD(       ) 3
 RL1603  NAD 27      -  46 50 13.26900(N)    089 26 23.69000(W) AD(       ) 3
 RL1603
 RL1603.Superseded values are not recommended for survey control.
 RL1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1603.See file dsdata.txt to determine how the superseded data were derived.
 RL1603
 RL1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS1393389938(NAD 83)
 RL1603_MARKER: DS = TRIANGULATION STATION DISK
 RL1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1603
 RL1603  HISTORY     - Date     Condition        Report By
 RL1603  HISTORY     - 1952     MONUMENTED       CGS
 RL1603  HISTORY     - 1955     GOOD             CGS
 RL1603  HISTORY     - 1966     GOOD             LOCENG
 RL1603  HISTORY     - 1975     GOOD             USGS
 RL1603  HISTORY     - 1976     GOOD             NGS
 RL1603  HISTORY     - 1977     GOOD             NGS
 RL1603
 RL1603                          STATION DESCRIPTION
 RL1603
 RL1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1603'THE STATION IS LOCATED ABOUT 6 MILES WEST OF ONTONAGON AND IN
 RL1603'THE SMALL SETTLEMENT OF GREEN.
 RL1603'
 RL1603'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY AND
 RL1603'TOLFREE ROAD IN GREEN, GO SOUTH ON TOLFREE ROAD FOR 0.05 MILE
 RL1603'TO THE STATION ON THE RIGHT AS DESCRIBED.
 RL1603'
 RL1603'THE STATION MARK IS STAMPED GREEN 1952.  IT IS A STANDARD DISK
 RL1603'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS
 RL1603'52 FEET NORTH OF THE NORTHEAST CORNER OF A WHITE CHURCH, 34
 RL1603'FEET WEST OF CENTERLINE OF A GRAVEL ROAD, 17 FEET NORTHEAST
 RL1603'OF A POWER POLE AND 5.5 FEET EAST OF A WHITE WITNESS POST.
 RL1603'
 RL1603'REFERENCE MARK NO. 1 IS STAMPED GREEN NO 1 1952.  IT IS A
 RL1603'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RL1603'4 INCHES.  IT IS 26 FEET EAST OF CENTERLINE OF A GRAVEL ROAD.
 RL1603'
 RL1603'REFERENCE MARK NO. 2 IS STAMPED GREEN NO 2 1952.  IT IS A
 RL1603'STANDARD DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS
 RL1603'3 INCHES.  IT IS 27 FEET EAST OF CENTERLINE OF A GRAVEL ROAD
 RL1603'AND 71 FEET EAST OF THE EAST END OF A WHITE CHURCH.
 RL1603'
 RL1603'THE AZIMUTH MARK IS STAMPED GREEN 1952.  IT IS A STANDARD DISK
 RL1603'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT
 RL1603'IS 40 FEET EAST OF CENTERLINE OF A GRAVEL ROAD, 2 FEET SOUTH
 RL1603'OF A WHITE WITNESS POST AND 2 FEET WEST OF A NORTH-SOUTH FENCE
 RL1603'LINE.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH
 RL1603'ON GRAVEL ROAD FOR 0.05 MILE TO THE JUNCTION WITH STATE HIGHWAY
 RL1603'64, TURN LEFT, WEST ON STATE HIGHWAY 64 FOR 0.5 MILE TO A SIDE
 RL1603'ROAD LEFT, TURN LEFT, SOUTH ON GRAVEL ROAD FOR 0.15 MILE TO
 RL1603'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 RL1603'
 RL1603'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 RL1603
 RL1603                          STATION RECOVERY (1955)
 RL1603
 RL1603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (WM)
 RL1603'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 RL1603'
 RL1603'THE TO REACH SHOULD READ FROM JUNCTION OF STATE HIGHWAY 64
 RL1603'AND TOLFREE ROAD....
 RL1603'
 RL1603'THIS STATION IS DIRECTLY UNDER A POWER LINE.  THUS HEIGHT
 RL1603'OF TOWER IS LIMITED.
 RL1603'
 RL1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WEST
 RL1603'OF ONTONAGON
 RL1603
 RL1603                          STATION RECOVERY (1966)
 RL1603
 RL1603'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 (WPS)
 RL1603'RECOVERED BY LORAC SERV. CORP.
 RL1603'
 RL1603'STATION AND TT 28TX (USGS) WERE RECOVERED IN GOOD CONDITION.
 RL1603
 RL1603                          STATION RECOVERY (1975)
 RL1603
 RL1603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JFS)
 RL1603'THE SURFACE STATION MK. WAS FOUND IN GOOD CONDITION.  TOWN
 RL1603'LINE ROAD, WHICH PASSES BY THE STATION, HAS BEEN WIDENED AND
 RL1603'PAVED.  REF. MK. 1 AND REF. MK. 2 WERE FOUND DESTROYED APPARENTLY
 RL1603'BY CONSTRUCTION.  TT 28 TX (USGS) WAS NOT FOUND AND IS THOUGHT TO
 RL1603'BE DESTROYED.  THE AZ. MK. WAS NOT SEARCHED FOR.
 RL1603
 RL1603                          STATION RECOVERY (1976)
 RL1603
 RL1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 RL1603'STATION MARK FOUND IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2 WERE
 RL1603'FOUND DESTROYED.  THE AZIMUTH MARK WAS NOT RECOVERED AND ASSUMED
 RL1603'TO BE DESTROYED.  REFERENCE MARKS 3 AND 4 WERE SET.  THERE IS NO
 RL1603'SUITABLE PLACE TO SET A NEW AZIMUTH MARK.  BENCH MARK TT 28T
 RL1603'(USGS) NOT RECOVERED.
 RL1603'
 RL1603'THE STATION IS ON ROAD-RIGHT -OF-WAY.  IT IS 53 FEET NORTH OF THE
 RL1603'NORTHEAST CORNER OF THE REDEEMER FREE LUTHERAN CHURCH, 33 FEET WEST
 RL1603'OF THE CENTERLINE OF TOWNLINE ROAD, 20 FEET SOUTH OF A METAL WITNESS
 RL1603'POST, 9 FEET NORTHWEST OF A POWER POLE AND 8 FEET EAST OF THE
 RL1603'EAST EDGE OF THE WOODS.  THE MONUMENT PROJECTS 3 INCHES AND THE
 RL1603'DISK STAMPED GREEN 1952.
 RL1603'
 RL1603'REFERENCE MARK 3 IS 32 FEET EAST OF THE CENTERLINE OF THE ROAD,
 RL1603'1.5 FEET SOUTH OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS
 RL1603'POST.  THE MONUMENT IS A STANDARD ALUMINUM REFERENCE MARK WITH
 RL1603'3-MAGNETS ATTACHED, AND THE DISK IS STAMPED GREEN 1952 NO 3 1976.
 RL1603'
 RL1603'REFERENCE MARK 4 IS 29 FEET WEST OF THE CENTERLINE OF THE ROAD, 28
 RL1603'FEET NORTH OF A POWER POLE, 9 FEET EAST OF THE EAST EDGE OF THE
 RL1603'WOODS, 1 FOOT SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS A
 RL1603'STANDARD ALUMINUM REFERENCE MARK WITH 3-MAGNETS ATTACHED AND THE
 RL1603'DISK IS STAMPED GREEN 1952 NO 4 1976.
 RL1603'
 RL1603'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 RL1603'TOWNLINE ROAD IN THE VILLAGE OF GREEN, GO SOUTH ON TOWNLINE ROAD FOR
 RL1603'0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 RL1603'
 RL1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREEN.
 RL1603'
 RL1603'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 RL1603
 RL1603                          STATION RECOVERY (1977)
 RL1603
 RL1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL1603'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED,
 RL1603'REFERENCE MARKS 1 AND 2 WERE NOT RECOVERED THE ROAD HAS BEEN
 RL1603'REWORKED AND MADE WIDER, THERE WAS REFERENCE MARKS 3 AND 4
 RL1603'RECOVERED, NO INFORMATION ON THESE MARKS.  REFERENCE MARK NUMBER 3
 RL1603'IS STAMPED GREEN NO 3 1952 1976, IT IS 64.0 FEET EAST OF STATION,
 RL1603'31.7 FEET EAST OF THE CENTER LINE OF ROAD.  REFERENCE MARK
 RL1603'NUMBER 4 IS STAMPED GREEN NO 4 1952 1976, IT IS 19.25 FEET
 RL1603'NORTH-NORTHEAST OF STATION 28.5 FEET WEST OF THE CENTER LINE OF
 RL1603'ROAD.  THE REFERENCE MARKS ARE ALUMINUM DISKS, DRIVEN IN THE GROUND
 RL1603'AND PROJECTS 2 INCHES.
 RL1603'
 RL1603'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 64 AND TOWNLINE ROAD
 RL1603'IN THE SMALL VILLAGE OF GREEN, GO SOUTH ON TOWNLINE ROAD FOR 0.1
 RL1603'MILE TO A WHITE CHURCH ON THE RIGHT AND THE STATION SITE ON RIGHT
 RL1603'NORTHEAST OF CHURCH, STATION IS NOW UNDER A POWERLINE LINE.
 RL1603'
 RL1603'A TOWER WOULD BE REQUIRED AT THIS STATION, TOWER WOULD HAVE TO BE
 RL1603'BUILT OVER REFERENCE MARK NUMBER 5.
 RL1603'
 RL1603'NOTE MARK TT 28 TX (USGS) WAS NOT RECOVERED, MARK WAS SEARCHED FOR
 RL1603'ROAD HAS BEEN WIDEN, MARK COULD NOT BE FOUND.
 RL1603'
 RL1603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SOUTH PART
 RL1603'OF GREEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0728 ***********************************************************************
 QK0728  DESIGNATION -  GREEN RESET
 QK0728  PID         -  QK0728
 QK0728  STATE/COUNTY-  MI/MACKINAC
 QK0728  USGS QUAD   -  ST IGNACE (1976)
 QK0728
 QK0728                         *CURRENT SURVEY CONTROL
 QK0728  ___________________________________________________________________
 QK0728* NAD 83(1994)-  45 50 07.38905(N)    084 44 57.70919(W)     ADJUSTED  
 QK0728* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QK0728  ___________________________________________________________________
 QK0728  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 QK0728  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0728
 QK0728  HORZ ORDER  -  FIRST
 QK0728
 QK0728.The horizontal coordinates were established by classical geodetic methods
 QK0728.and adjusted by the National Geodetic Survey in February 1997..
 QK0728
 QK0728.The orthometric height was scaled from a topographic map.
 QK0728
 QK0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0728
 QK0728.The geoid height was determined by GEOID03.
 QK0728
 QK0728;                    North         East     Units Scale Factor Converg.
 QK0728;SPC MI N     -   119,411.827 8,174,822.879   MT  0.99993348   +1 37 36.3
 QK0728;SPC MI N     -   391,771.09 26,820,285.04   iFT  0.99993348   +1 37 36.3
 QK0728;UTM  16      - 5,078,221.184   674,786.807   MT  0.99997559   +1 36 53.6
 QK0728
 QK0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0728!SPC MI N     -   0.99997733  x   0.99993348  =   0.99991081
 QK0728!UTM  16      -   0.99997733  x   0.99997559  =   0.99995292
 QK0728
 QK0728|---------------------------------------------------------------------|
 QK0728| PID    Reference Object                     Distance      Geod. Az  |
 QK0728|                                                           dddmmss.s |
 QK0728| CH1202 GREEN RM 1                           13.644 METERS 07535     |
 QK0728| QK0736 MACKINAC IS GRAND HOTEL TANK        APPROX. 9.7 KM 0792122.6 |
 QK0728| CH1203 GREEN RM 2                           14.950 METERS 20505     |
 QK0728| QK0782 ST HELENA LH USLS 1902              APPROX. 9.1 KM 2835040.2 |
 QK0728|---------------------------------------------------------------------|
 QK0728
 QK0728                          SUPERSEDED SURVEY CONTROL
 QK0728
 QK0728  NAD 83(1986)-  45 50 07.38194(N)    084 44 57.70850(W) AD(       ) 1
 QK0728  NAD 27      -  45 50 07.33900(N)    084 44 57.52800(W) AD(       ) 1
 QK0728
 QK0728.Superseded values are not recommended for survey control.
 QK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0728.See file dsdata.txt to determine how the superseded data were derived.
 QK0728
 QK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7478778221(NAD 83)
 QK0728_MARKER: Z = SEE DESCRIPTION
 QK0728_SETTING: 0 = UNSPECIFIED SETTING
 QK0728
 QK0728  HISTORY     - Date     Condition        Report By
 QK0728  HISTORY     - 1926     MONUMENTED       USLS
 QK0728  HISTORY     - 1952     SEE DESCRIPTION  USLS
 QK0728  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QK0728
 QK0728                          STATION DESCRIPTION
 QK0728
 QK0728'DESCRIBED BY US LAKE SURVEY 1926
 QK0728'NEAR CENTER OF GREEN ISLAND IN STRAITS OF MACKINAC, ON HIGHEST POINT
 QK0728'OF ISLAND, INSIDE CLUMP OF CEDARS,
 QK0728'ABOUT ON LINE WITH ROUND ISLAND LIGHTHOUSE AND SOUTH END OF
 QK0728'ST. HELENA ISLAND, 26 FEET SOUTH OF
 QK0728'TRIANGLE-BLAZED 4-INCH BIRCH TREE, 20 FEET
 QK0728'NORTHEAST OF 4-FOOT BROWN BOULDER, AND 140 FEET SOUTH
 QK0728'AND 125 FEET NORTH OF
 QK0728'WATERS EDGE.  MARKED BY SPIKE IN SQUARE CONCRETE POST, TOP FLUSH WITH
 QK0728'SURFACE OF GROUND, MARKED
 QK0728'U.S. 26.
 QK0728
 QK0728                          STATION RECOVERY (1952)
 QK0728
 QK0728'RECOVERY NOTE BY US LAKE SURVEY 1952
 QK0728'STATION RECOVERED IN GOOD CONDITION.  LOCATED 1 MILE S OF POINT
 QK0728'LABARBE, NEAR CENTER OF
 QK0728'WIDEST PART AND W END OF GREEN ISLAND IN STRAITS OF MACKINAC, ON
 QK0728'HIGHEST PART OF ISLAND, IN
 QK0728'CLEARING IN CLUMP OF CEDARS.
 QK0728'
 QK0728'STATION MARKED BY SPIKE SET IN TOP OF 6-INCH CONCRETE POST MARKED US
 QK0728'26 FLUSH WITH GROUND AND IN ON
 QK0728'LINE WITH ROUND ISLAND L.H. AND S END OF ST. HELENA ISLAND.
 QK0728'
 QK0728'A TRIANGLE BLAZED 4-INCH BIRCH BEARS N, 26 FEET FROM STATION.
 QK0728'
 QK0728'A 3-FOOT BROWN BOULDER BEARS NE, 20 FEET FROM STATION.
 QK0728'
 QK0728'THE WATERS EDGE BEARS N, 140 FEET AND S 125 FEET FROM STATION.
 QK0728'
 QK0728'TO REACH STATION GO BY SMALL BOAT FROM SE TIP OF POINT LABARBE.
 QK0728
 QK0728                          STATION RECOVERY (1954)
 QK0728
 QK0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0728'THE STATION IS NEAR CENTER OF GREEN ISLAND IN STRAITS OF MACKINAC, ON
 QK0728'HIGHEST POINT OF ISLAND,
 QK0728'INSIDE CLUMP OF CEDARS, ABOUT ON LINE WITH ROUND ISLAND LIGHTHOUSE
 QK0728'AND SOUTH END OF ST. HELENA ISLAND.
 QK0728'
 QK0728'STATION MARK IS SET IN CONCRETE MONUMENT WHICH PROJECTS 8 INCHES
 QK0728'ABOVE GROUND LEVEL.  IT IS
 QK0728'57 FEET SOUTHWEST OF WATERS EDGE, 54 FEET NORTH OF 6 INCH WHITE BIRCH
 QK0728'TREE, AND 20 FEET NORTH OF
 QK0728'OUTCROPPING BOULDER IN MEASUREMENTS OF 3 FEET BY 3 FEET.  THE
 QK0728'U.S.L.S MARK ESTABLISHED BY U.S. LAKE SURVEY,
 QK0728'1926, WAS REINFORCED AND BUILT UP
 QK0728'WITH STANDARD DISK INSTALLED.  THERE WAS NO UNDERGROUND MARK
 QK0728'ESTABLISHED AT THIS TIME.
 QK0728'
 QK0728'REFERENCE MARK NO. 1 IS SET IN CONCRETE MONUMENT WHICH IS FLUSH WITH
 QK0728'THE SURFACE OF THE
 QK0728'GROUND.
 QK0728'
 QK0728'REFERENCE MARK NO. 2 IS SET IN CONCRETE MONUMENT WHICH IS FLUSH WITH
 QK0728'THE SURFACE OF THE GROUND.
 QK0728'IT IS 12.5 FEET EAST OF 6 INCH WHITE BIRCH TREE.
 QK0728'
 QK0728'ALL MARKS ARE STANDARD DISKS STAMPED GREEN U.S.L.S. 1954, REFERENCE
 QK0728'MARKS ADDITIONALLY STAMPED RM 1 AND
 QK0728'RM 2 RESPECTIVELY.
 QK0728'
 QK0728'STATION IS REACHED BY SMALL BOAT AS THE WATER AROUND ISLAND WAS
 QK0728'SHALLOW.  THE BEST
 QK0728'APPROACH AT THIS TIME WAS FROM NORTH SIDE AT SAND BAR.
 QK0728'
 QK0728'HEIGHT OF LIGHT ABOVE STATION MARK 14.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0293 ***********************************************************************
 PK0293  DESIGNATION -  GREENBUSH LATITUDE STA 1929
 PK0293  PID         -  PK0293
 PK0293  STATE/COUNTY-  MI/ALCONA
 PK0293  USGS QUAD   -  GREENBUSH (1989)
 PK0293
 PK0293                         *CURRENT SURVEY CONTROL
 PK0293  ___________________________________________________________________
 PK0293* NAD 83(1994)-  44 35 28.37830(N)    083 20 41.24912(W)     ADJUSTED  
 PK0293* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 PK0293  ___________________________________________________________________
 PK0293  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 PK0293  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 PK0293
 PK0293  HORZ ORDER  -  THIRD
 PK0293
 PK0293.The horizontal coordinates were established by classical geodetic methods
 PK0293.and adjusted by the National Geodetic Survey in February 1997..
 PK0293.No horizontal observational check was made to the station.
 PK0293
 PK0293.The orthometric height was scaled from a topographic map.
 PK0293
 PK0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0293
 PK0293.The geoid height was determined by GEOID03.
 PK0293
 PK0293;                    North         East     Units Scale Factor Converg.
 PK0293;SPC MI C     -   142,139.444 6,081,134.772   MT  0.99993149   +0 43 18.7
 PK0293;SPC MI C     -   466,336.76 19,951,229.57   iFT  0.99993149   +0 43 18.7
 PK0293;UTM  17      - 4,940,215.703   313,884.408   MT  1.00002599   -1 38 47.8
 PK0293
 PK0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0293!SPC MI C     -   0.99997081  x   0.99993149  =   0.99990230
 PK0293!UTM  17      -   0.99997081  x   1.00002599  =   0.99999680
 PK0293
 PK0293                          SUPERSEDED SURVEY CONTROL
 PK0293
 PK0293  NAD 83(1986)-  44 35 28.36377(N)    083 20 41.24770(W) AD(       ) 3
 PK0293  NAD 27      -  44 35 28.33000(N)    083 20 41.36400(W) AD(       ) 3
 PK0293
 PK0293.Superseded values are not recommended for survey control.
 PK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0293.See file dsdata.txt to determine how the superseded data were derived.
 PK0293
 PK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1388440216(NAD 83)
 PK0293
 PK0293  HISTORY     - Date     Condition        Report By
 PK0293  HISTORY     - 1929     MONUMENTED       USLS
 PK0293  HISTORY     - 19960512 GOOD             USPSQD
 PK0293
 PK0293                          STATION DESCRIPTION
 PK0293
 PK0293'DESCRIBED BY US LAKE SURVEY 1929
 PK0293'SEE STATION GREENBUSH USLS
 PK0293
 PK0293                          STATION RECOVERY (1996)
 PK0293
 PK0293'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0292 ***********************************************************************
 PK0292  DESIGNATION -  GREENBUSH RESET
 PK0292  PID         -  PK0292
 PK0292  STATE/COUNTY-  MI/ALCONA
 PK0292  USGS QUAD   -  GREENBUSH (1989)
 PK0292
 PK0292                         *CURRENT SURVEY CONTROL
 PK0292  ___________________________________________________________________
 PK0292* NAD 83(1994)-  44 35 28.21411(N)    083 20 41.19248(W)     ADJUSTED  
 PK0292* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 PK0292  ___________________________________________________________________
 PK0292  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 PK0292  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 PK0292
 PK0292  HORZ ORDER  -  FIRST
 PK0292
 PK0292.The horizontal coordinates were established by classical geodetic methods
 PK0292.and adjusted by the National Geodetic Survey in February 1997..
 PK0292
 PK0292.The orthometric height was scaled from a topographic map.
 PK0292
 PK0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0292
 PK0292.The geoid height was determined by GEOID03.
 PK0292
 PK0292;                    North         East     Units Scale Factor Converg.
 PK0292;SPC MI C     -   142,134.393 6,081,136.085   MT  0.99993149   +0 43 18.7
 PK0292;SPC MI C     -   466,320.19 19,951,233.87   iFT  0.99993149   +0 43 18.7
 PK0292;UTM  17      - 4,940,210.600   313,885.511   MT  1.00002598   -1 38 47.8
 PK0292
 PK0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0292!SPC MI C     -   0.99997081  x   0.99993149  =   0.99990230
 PK0292!UTM  17      -   0.99997081  x   1.00002598  =   0.99999679
 PK0292
 PK0292:                Primary Azimuth Mark                     Grid Az
 PK0292:SPC MI C     -  POINT AU SABLE USLS 1905                 177 34 02.2
 PK0292:UTM  17      -  POINT AU SABLE USLS 1905                 179 56 08.7
 PK0292
 PK0292|---------------------------------------------------------------------|
 PK0292| PID    Reference Object                     Distance      Geod. Az  |
 PK0292|                                                           dddmmss.s |
 PK0292| PK0303 POINT AU SABLE USLS 1905            APPROX.27.8 KM 1781720.9 |
 PK0292| PK0293 GREENBUSH LATITUDE STA 1929           5.220 METERS 34609     |
 PK0292|---------------------------------------------------------------------|
 PK0292
 PK0292                          SUPERSEDED SURVEY CONTROL
 PK0292
 PK0292  NAD 83(1986)-  44 35 28.19957(N)    083 20 41.19105(W) AD(       ) 1
 PK0292  NAD 27      -  44 35 28.14886(N)    083 20 41.30026(W) AD(       ) 1
 PK0292
 PK0292.Superseded values are not recommended for survey control.
 PK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0292.See file dsdata.txt to determine how the superseded data were derived.
 PK0292
 PK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1388640211(NAD 83)
 PK0292_MARKER: DS = TRIANGULATION STATION DISK
 PK0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0292
 PK0292  HISTORY     - Date     Condition        Report By
 PK0292  HISTORY     - 1949     MONUMENTED       USLS
 PK0292  HISTORY     - 1955     GOOD             USGS
 PK0292  HISTORY     - 1961     GOOD             USAF
 PK0292  HISTORY     - 1980     GOOD             MIDH
 PK0292  HISTORY     - 19960511 GOOD             USPSQD
 PK0292
 PK0292                          STATION DESCRIPTION
 PK0292
 PK0292'DESCRIBED BY US LAKE SURVEY 1949
 PK0292'STATION RECOVERED IN GOOD CONDITION.  LOCATED 1.3 MILES W OF M-72, 70
 PK0292'FEET N OF THE CENTERLINE OF THE
 PK0292'GLENNIE-MIKADO ROAD, AND 44 FEET N OF THE EDGE OF A BANK MADE BY A
 PK0292'ROAD CUT ON A HIGH RIDGE.  MARKED BY A CROSS IN A
 PK0292'BRONZE DISK, IN THE TOP OF A 9-INCH SQUARE CONCRETE MONUMENT 2 INCHES
 PK0292'BELOW GROUND SURFACE.
 PK0292'
 PK0292'THREE REFERENCE MONUMENTS WERE SET IN 1949 TO REPLACE THE 1935
 PK0292'MONUMENTS WHICH HAD BEEN DESTROYED.  EACH IS A 6-INCH
 PK0292'IN DIAMETER CONCRETE MONUMENT WITH A BRONZE DISK IN THE TOP WHICH
 PK0292'PROJECTS 1/2 FOOT ABOVE GROUND SURFACE.
 PK0292'
 PK0292'REFERENCE MONUMENT 1 IS 56.9 FEET N OF THE CENTERLINE OF THE
 PK0292'GLENNIE-MIKADO ROAD, 25 FEET N OF THE EDGE BANK
 PK0292'AT A ROAD CUT, 20.6 FEET SW OF A BLAZED 9-INCH MAPLE TREE, 7.0 FEET E
 PK0292'OF A BLAZED 6-INCH MAPLE TREE, 2.9 FEET N OF A
 PK0292'BLAZED 2-INCH MAPLE TREE, BEARS S 83 DEG W, 129 FEET FROM THE
 PK0292'STATION.
 PK0292'
 PK0292'REFERENCE MONUMENT 2 IS 73.6 FEET S OF THE CENTERLINE OF THE
 PK0292'GLENNIE-MIKADO ROAD, 11 FEET S OF THE EDGE BANK
 PK0292'AT A ROAD CUT, 15.0 FEET E OF A BLAZED 6-INCH OAK TREE, 15.1 FEET N
 PK0292'OF A BLAZED 9-INCH OAK TREE, 16.5 FEET W OF A
 PK0292'BLAZED 4-INCH OAK TREE, BEARS S 7 DEG W, 146 FEET FROM THE STATION.
 PK0292'
 PK0292'REFERENCE MONUMENT 3 IS 107 FEET N OF THE EDGE BANK AT A ROAD CUT,
 PK0292'16.8 FEET E OF A BLAZED 7-INCH POPLAR TREE,
 PK0292'11.4 FEET NW OF A BLAZED 6-INCH MAPLE TREE, 4.6 FEET SE OF A BLAZED
 PK0292'4-INCH MAPLE TREE, BEARS N 10 DEG W, 100.2 FEET
 PK0292'FROM THE STATION.
 PK0292'
 PK0292'TO REACH FROM THE INTERSECTION OF U.S. ROUTE 23 AND GREENBUSH INN
 PK0292'ROAD IN GREENBUSH, PROCEED N FOR 0.35 MILE ON
 PK0292'U.S. ROUTE 23 TO GLENNIE-MIKADO ROAD, THENCE LEFT FOR 1.4 MILES TO A
 PK0292'CUT THROUGH A HIGH BANK, AND THENCE N TO THE TOP
 PK0292'OF THE CUT AND THE STATION.
 PK0292
 PK0292                          STATION RECOVERY (1955)
 PK0292
 PK0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PK0292'IN NW 1/4 SECTION 4, T 25 N, R 9 E ADD--AT TOP OF A 20-FOOT ROAD CUT.
 PK0292
 PK0292                          STATION RECOVERY (1961)
 PK0292
 PK0292'RECOVERY NOTE BY US AIR FORCE 1961 (RED)
 PK0292'THE DESCRIPTION SUPPLIED BY USC AND GS IS ADEQUATE TO FIND MARKER.
 PK0292'THE MARKER LIES ATOP THE NORTH SIDE OF A
 PK0292'ROADWAY CUT.
 PK0292
 PK0292                          STATION RECOVERY (1980)
 PK0292
 PK0292'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0292'THE STATION MARK AND REFERENCE MARK 1, 2 AND 3 WERE RECOVERED IN GOOD
 PK0292'CONDITION.  THE PREVIOUS STATION DESCRIPTION IS ADEQUATE.
 PK0292
 PK0292                          STATION RECOVERY (1996)
 PK0292
 PK0292'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0742 ***********************************************************************
 RL0742  DESIGNATION -  GREENLAND
 RL0742  PID         -  RL0742
 RL0742  STATE/COUNTY-  MI/ONTONAGON
 RL0742  USGS QUAD   -  
 RL0742
 RL0742                         *CURRENT SURVEY CONTROL
 RL0742  ___________________________________________________________________
 RL0742* NAD 83(1994)-  46 47 31.17698(N)    089 05 26.86718(W)     ADJUSTED  
 RL0742* NAVD 88     -       435.133  (meters)    1427.60   (feet)  ADJUSTED  
 RL0742  ___________________________________________________________________
 RL0742  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 RL0742  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RL0742  DYNAMIC HT  -         435.182 (meters)    1427.76  (feet)  COMP
 RL0742  MODELED GRAV-     980,711.1   (mgal)                       NAVD 88
 RL0742
 RL0742  HORZ ORDER  -  FIRST
 RL0742  VERT ORDER  -  SECOND    CLASS 0
 RL0742
 RL0742.The horizontal coordinates were established by classical geodetic methods
 RL0742.and adjusted by the National Geodetic Survey in February 1997..
 RL0742
 RL0742.The orthometric height was determined by differential leveling
 RL0742.and adjusted by the National Geodetic Survey in June 1991..
 RL0742
 RL0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0742
 RL0742.The geoid height was determined by GEOID03.
 RL0742
 RL0742.The dynamic height is computed by dividing the NAVD 88
 RL0742.geopotential number by the normal gravity value computed on the
 RL0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0742.degrees latitude (g = 980.6199 gals.).
 RL0742
 RL0742.The modeled gravity was interpolated from observed gravity values.
 RL0742
 RL0742;                    North         East     Units Scale Factor Converg.
 RL0742;SPC MI N     -   225,359.836 7,840,394.083   MT  0.99994193   -1 30 40.3
 RL0742;SPC MI N     -   739,369.54 25,723,077.70   iFT  0.99994193   -1 30 40.3
 RL0742;UTM  16      - 5,184,172.046   340,432.328   MT  0.99991296   -1 31 27.3
 RL0742
 RL0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0742!SPC MI N     -   0.99993680  x   0.99994193  =   0.99987873
 RL0742!UTM  16      -   0.99993680  x   0.99991296  =   0.99984976
 RL0742
 RL0742|---------------------------------------------------------------------|
 RL0742| PID    Reference Object                     Distance      Geod. Az  |
 RL0742|                                                           dddmmss.s |
 RL0742| RL0744 GREENLAND RM 1                       25.652 METERS 00414     |
 RL0742| RL1595 ELM                                 APPROX.24.2 KM 0522635.5 |
 RL0742| RL1585 COVINGTON LOOKOUT TOWER             APPROX.50.1 KM 1215715.3 |
 RL0742| RL1582 TROUT CREEK LOOKOUT TOWER USGS      APPROX.39.9 KM 1685706.5 |
 RL0742| RL1597 MASS C AND H MINING E SHFT STK      APPROX. 3.6 KM 1991757.3 |
 RL0742| RL0745 GREENLAND RM 2                       27.322 METERS 29307     |
 RL0742| RL1601 ONTONAGON FIBRE CO WATER TANK       APPROX.19.9 KM 2954420.8 |
 RL0742| RL1602 ONTONAGON MUNICIPAL TANK            APPROX.18.8 KM 2961921.3 |
 RL0742| RL1598 GREENLAND USGS 1939                  11.168 METERS 33124     |
 RL0742|---------------------------------------------------------------------|
 RL0742
 RL0742                          SUPERSEDED SURVEY CONTROL
 RL0742
 RL0742  NAD 83(1986)-  46 47 31.17597(N)    089 05 26.85474(W) AD(       ) 1
 RL0742  NAD 27      -  46 47 31.40000(N)    089 05 26.35800(W) AD(       ) 1
 RL0742  NGVD 29 (??/??/92)  435.15   (m)         1427.7    (f) COMPUTED    2 0
 RL0742
 RL0742.Superseded values are not recommended for survey control.
 RL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0742.See file dsdata.txt to determine how the superseded data were derived.
 RL0742
 RL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4043284172(NAD 83)
 RL0742_MARKER: DS = TRIANGULATION STATION DISK
 RL0742_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RL0742_SP_SET: UNSPECIFIED ROCK
 RL0742_STAMPING: GREENLAND 1939
 RL0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0742
 RL0742  HISTORY     - Date     Condition        Report By
 RL0742  HISTORY     - 1939     MONUMENTED       CGS
 RL0742  HISTORY     - 1948     GOOD             NGS
 RL0742  HISTORY     - 1977     GOOD             NGS
 RL0742
 RL0742                          STATION DESCRIPTION
 RL0742
 RL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0742'ONE MILE NORTH AND 0.5 MILE EAST OF GREENLAND, IN THE NORTHEAST
 RL0742'QUARTER OF SEC. 26, T. 51 N., R. 38 W., AT A MICHIGAN CONSERVATION
 RL0742'DEPARTMENT LOOKOUT TOWER, 22.3 FEET SOUTHEAST OF THE SOUTHEAST
 RL0742'LEG AND 36.0 FEET EAST-SOUTHEAST OF THE SOUTHWEST LEG OF THE
 RL0742'LOOKOUT TOWER, 24 INCHES BELOW THE SURFACE OF THE GROUND, AND
 RL0742'IS STAMPED GREENLAND 1939.
 RL0742'
 RL0742'TO REACH FROM THE STREET INTERSECTION AT THE SOUTHWEST CORNER
 RL0742'OF THE SCHOOLHOUSE IN GREENLAND, GO NORTH FOR 0.25 MILE TO
 RL0742'WHERE THE ROAD TURNS EAST, TURN RIGHT (EAST) AND GO 0.05 MILE
 RL0742'TO A GATE IN THE NORTH FENCE LINE, TURN NORTH THROUGH THE
 RL0742'GATE AND FOLLOW A FARM ROAD FOR 0.15 MILE TO A GATE, GO THROUGH
 RL0742'GATE AND FOLLOW A ROAD UP HILL THROUGH THE WOODS FOR 0.25 MILE
 RL0742'TO A GATE, GO THROUGH THE GATE AND FOLLOW A DIM ROAD EAST
 RL0742'ACROSS A HAY FIELD FOR 0.25 MILE TO A GATE IN THE NORTH-SOUTH
 RL0742'FENCE, GO THROUGH GATE AND FOLLOW A WOODS-ROAD UP THE HILL
 RL0742'FOR 0.1 MILE TO THE LOOKOUT TOWER AND STATION.
 RL0742'
 RL0742'THE UNDERGROUND MARK AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE
 RL0742'DISKS IN BEDROCK.
 RL0742'REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD BRONZE
 RL0742'DISKS SET IN CONCRETE.  THERE IS NO
 RL0742'SURFACE MARK.
 RL0742'
 RL0742'REFERENCE MARK NO. 1 IS NORTH OF THE STATION, AT THE NORTH
 RL0742'EDGE OF THE HILL, 43.5 FEET NORTH OF THE NORTHEAST LEG OF THE
 RL0742'LOOKOUT TOWER, AND 54.0 FEET NORTHEAST OF THE NORTHWEST LEG
 RL0742'OF THE LOOKOUT TOWER, FLUSH WITH THE GROUND AND STAMPED GREENLAND
 RL0742'NO 1 1939.
 RL0742'
 RL0742'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND 14.6 FEET WEST
 RL0742'OF THE SOUTHWEST CORNER OF A SMALL CABIN, STAMPED GREENLAND NO
 RL0742'2 1939 AND PROJECTS 1 INCH ABOVE THE GROUND.
 RL0742'
 RL0742'AZIMUTH MARK IS SOUTH-SOUTHWEST OF THE STATION, AT THE NORTHEAST
 RL0742'CORNER OF A BARNYARD, 1 BLOCK EAST OF THE SCHOOLHOUSE, 60 FEET
 RL0742'SOUTHWEST OF THE STREET INTERSECTION, AND 24 FEET SOUTH OF
 RL0742'THE FENCE CORNER.  IT IS STAMPED GREENLAND 1939 AND PROJECTS
 RL0742'4 INCHES ABOVE THE GROUND.
 RL0742'
 RL0742'GREENLAND 1938 (U.S.G.S.) IS NORTHWEST OF THE STATION, AT THE
 RL0742'CENTER OF THE BASE OF THE MICHIGAN CONSERVATION DEPARTMENT
 RL0742'LOOKOUT TOWER GREENLAND.
 RL0742'
 RL0742'A 103-FOOT TOWER AT KENTON, A 103-FOOT TOWER AT PAULDING,
 RL0742'AND A 4-FOOT STAND AT ROCKLAND (U.S.G.S.) ARE VISIBLE FROM THE
 RL0742'GROUND AT THIS STATION.  A 103-FOOT TOWER IS NEEDED TO SEE A
 RL0742'103-FOOT TOWER AT BARAGA.  A 90-FOOT TOWER IS NEEDED TO SEE
 RL0742'A 64-FOOT TOWER AT ELM, A 4-FOOT STAND AT SILVER, AND A 77-FOOT
 RL0742'TOWER AT NORWICH.  A 103-FOOT TOWER AT FROST WILL BE VISIBLE
 RL0742'FROM THE GROUND WITH SOME CLEARING.
 RL0742'
 RL0742'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL0742
 RL0742                          STATION RECOVERY (1948)
 RL0742
 RL0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0742'1 MI N FROM GREENLAND.
 RL0742'ABOUT 1 BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE,
 RL0742'THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 RL0742'0.25 MILE EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.1 MILE NORTH,
 RL0742'THENCE FOLLOW A TRAIL NORTH AND NORTHEAST FOLLOWING A TELEPHONE
 RL0742'LINE FOR ABOUT 0.3 MILE TO THE TOP OF A HILL AND THE GREENLAND
 RL0742'LOOKOUT TOWER, 22 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF
 RL0742'THE TOWER, 36 FEET SOUTHEAST OF THE SOUTHWEST LEG OF THE TOWER,
 RL0742'3 1/2 FEET NORTH-NORTHEAST OF A SMALL APPLE TREE, 84 FEET SOUTH
 RL0742'OF R.M. NO. 1, 90 FEET EAST-SOUTHEAST OF R.M. NO. 2, 36 1/2 FEET
 RL0742'SOUTH-SOUTHEAST OF USGS GREENLAND, AND SET IN A ROCK ABOUT 2
 RL0742'FEET BELOW THE GROUND.
 RL0742
 RL0742                          STATION RECOVERY (1977)
 RL0742
 RL0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL0742'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION IT IS 9 PACES
 RL0742'NORTH OF ROAD ON THE LEFT SIDE OF TRACK ROAD.  REFERENCE MARK NUMBER
 RL0742'1 WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS 17 PACES
 RL0742'NORTH-NORTHEAST OF TRACK ROAD.  REFERENCE MARK NUMBER 2 WAS
 RL0742'RECOVERED AND FOUND IN GOOD CONDITION, IT IS 20 PACES WEST OF A
 RL0742'CONCRETE BLOCK BUILDING.  STATION MARK IS ABOUT 1 FOOT BELOW
 RL0742'THE SURFACE OF THE GROUND.
 RL0742'
 RL0742'TO REACH FROM THE CROSS STREET ABOUT 1/2 BLOCK EAST OF U.S. POST
 RL0742'OFFICE IN GREENLAND, GO NORTH FOR 0.3 MILE TO THE JUNCTION OF STATE
 RL0742'HIGHWAY 38, CONTINUE NORTH AND EAST FOR 0.4 MILE TO A SIDE ROAD
 RL0742'RIGHT.  CONTINUE AHEAD ON TRACK ROAD FOR 0.2 MILE TO A FORK.  KEEP
 RL0742'RIGHT FORK AND GO 0.05 MILE TO A GATE.  PASS THROUGH GATE UP HILL
 RL0742'FOR 0.15 MILE TO STATION SITE.
 RL0742'
 RL0742'NOTE--THERE IS AN ANTENNA AND A CONCRETE BLOCK BUILDING NEAR THE
 RL0742'STATION SITE.
 RL0742'
 RL0742'A TOWER WOULD BE REQUIRED AT THIS STATION.
 RL0742'
 RL0742'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH
 RL0742'OF GREENLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0743 ***********************************************************************
 RL0743  DESIGNATION -  GREENLAND
 RL0743  PID         -  RL0743
 RL0743  STATE/COUNTY-  MI/ONTONAGON
 RL0743  USGS QUAD   -  
 RL0743
 RL0743                         *CURRENT SURVEY CONTROL
 RL0743  ___________________________________________________________________
 RL0743* NAD 83(1986)-  46 47 30.     (N)    089 05 27.     (W)     SCALED    
 RL0743* NAVD 88     -       435.506  (meters)    1428.82   (feet)  ADJUSTED  
 RL0743  ___________________________________________________________________
 RL0743  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RL0743  DYNAMIC HT  -         435.554 (meters)    1428.98  (feet)  COMP
 RL0743  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 RL0743
 RL0743  VERT ORDER  -  SECOND    CLASS 0
 RL0743
 RL0743.The horizontal coordinates were scaled from a topographic map and have
 RL0743.an estimated accuracy of +/- 6 seconds.
 RL0743
 RL0743.The orthometric height was determined by differential leveling
 RL0743.and adjusted by the National Geodetic Survey in June 1991..
 RL0743
 RL0743.The geoid height was determined by GEOID03.
 RL0743
 RL0743.The dynamic height is computed by dividing the NAVD 88
 RL0743.geopotential number by the normal gravity value computed on the
 RL0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0743.degrees latitude (g = 980.6199 gals.).
 RL0743
 RL0743.The modeled gravity was interpolated from observed gravity values.
 RL0743
 RL0743;                    North         East    Units  Estimated Accuracy
 RL0743;SPC MI N     -   225,320.    7,840,390.      MT  (+/- 180 meters Scaled)
 RL0743
 RL0743                          SUPERSEDED SURVEY CONTROL
 RL0743
 RL0743  NGVD 29 (??/??/92)  435.52   (m)         1428.9    (f) COMPUTED    2 0
 RL0743
 RL0743.Superseded values are not recommended for survey control.
 RL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0743.See file dsdata.txt to determine how the superseded data were derived.
 RL0743
 RL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS404841(NAD 83)
 RL0743_MARKER: DD = SURVEY DISK
 RL0743_SETTING: 66 = SET IN ROCK OUTCROP
 RL0743_SP_SET: ROCK OUTCROP
 RL0743_STAMPING: GREENLAND 1938
 RL0743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0743+STABILITY: POSITION/ELEVATION WELL
 RL0743
 RL0743  HISTORY     - Date     Condition        Report By
 RL0743  HISTORY     - 1938     MONUMENTED       USGS
 RL0743  HISTORY     - 1948     GOOD             NGS
 RL0743
 RL0743                          STATION DESCRIPTION
 RL0743
 RL0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0743'1 MI N FROM GREENLAND.
 RL0743'ABOUT 1 BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0743'AT GREENLAND, THENCE ABOUT 0.35 MILE NORTH, ABOUT 0.25 MILE
 RL0743'EAST, ABOUT 0.1 MILE NORTH ALONG GRAVEL ROADS, THENCE ABOUT 0.3
 RL0743'MILE NORTH AND NORTHEAST ALONG A TRAIL FOLLOWING TELEPHONE
 RL0743'LINE TO THE TOP OF A HILL AND THE GREENLAND LOOKOUT TOWER, SET
 RL0743'DIRECTLY BENEATH THE LOOKOUT TOWER, 9 FEET EAST OF THE LADDER
 RL0743'TO TOWER AND SET IN A LARGE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0744 ***********************************************************************
 RL0744  DESIGNATION -  GREENLAND RM 1
 RL0744  PID         -  RL0744
 RL0744  STATE/COUNTY-  MI/ONTONAGON
 RL0744  USGS QUAD   -  
 RL0744
 RL0744                         *CURRENT SURVEY CONTROL
 RL0744  ___________________________________________________________________
 RL0744* NAD 83(1986)-  46 47 31.     (N)    089 05 26.     (W)     SCALED    
 RL0744* NAVD 88     -       435.033  (meters)    1427.27   (feet)  ADJUSTED  
 RL0744  ___________________________________________________________________
 RL0744  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RL0744  DYNAMIC HT  -         435.081 (meters)    1427.43  (feet)  COMP
 RL0744  MODELED GRAV-     980,711.1   (mgal)                       NAVD 88
 RL0744
 RL0744  VERT ORDER  -  SECOND    CLASS 0
 RL0744
 RL0744.The horizontal coordinates were scaled from a topographic map and have
 RL0744.an estimated accuracy of +/- 6 seconds.
 RL0744
 RL0744.The orthometric height was determined by differential leveling
 RL0744.and adjusted by the National Geodetic Survey in June 1991..
 RL0744
 RL0744.The geoid height was determined by GEOID03.
 RL0744
 RL0744.The dynamic height is computed by dividing the NAVD 88
 RL0744.geopotential number by the normal gravity value computed on the
 RL0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0744.degrees latitude (g = 980.6199 gals.).
 RL0744
 RL0744.The modeled gravity was interpolated from observed gravity values.
 RL0744
 RL0744;                    North         East    Units  Estimated Accuracy
 RL0744;SPC MI N     -   225,350.    7,840,410.      MT  (+/- 180 meters Scaled)
 RL0744
 RL0744                          SUPERSEDED SURVEY CONTROL
 RL0744
 RL0744  NGVD 29 (??/??/92)  435.047  (m)         1427.32   (f) ADJ UNCH    2 0
 RL0744
 RL0744.Superseded values are not recommended for survey control.
 RL0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0744.See file dsdata.txt to determine how the superseded data were derived.
 RL0744
 RL0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS404841(NAD 83)
 RL0744_MARKER: DR = REFERENCE MARK DISK
 RL0744_SETTING: 66 = SET IN ROCK OUTCROP
 RL0744_SP_SET: ROCK OUTCROP
 RL0744_STAMPING: GREENLAND NO 1 1939
 RL0744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0744+STABILITY: POSITION/ELEVATION WELL
 RL0744
 RL0744  HISTORY     - Date     Condition        Report By
 RL0744  HISTORY     - 1939     MONUMENTED       CGS
 RL0744  HISTORY     - 1948     GOOD             NGS
 RL0744
 RL0744                          STATION DESCRIPTION
 RL0744
 RL0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0744'1 MI N FROM GREENLAND.
 RL0744'ABOUT 1. BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0744'AT GREENLAND THENCE ABOUT 0.35 MILE NORTH AND 0.25 MILE EAST
 RL0744'AND ABOUT 0.1 MILE NORTH ALONG GRAVEL ROADS THENCE ABOUT 0.3
 RL0744'MILE NORTH AND NORTHEAST ALONG A TRAIL FOLLOWING TELEPHONE
 RL0744'LINE TO THE TOP OF A HILL AND THE GREENLAND LOOKOUT TOWER, SET
 RL0744'IN A FLAT ROCK OUTCROP, 84 FEET NORTH OF THE STATION MARK, 43
 RL0744'FEET NORTH-NORTHEAST OF THE NORTHEAST LEG OF THE TOWER, 27 FEET
 RL0744'WEST-NORTHWEST OF A SCRUB ELM TREE, AND ABOUT FLUSH WITH THE
 RL0744'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0745 ***********************************************************************
 RL0745  DESIGNATION -  GREENLAND RM 2
 RL0745  PID         -  RL0745
 RL0745  STATE/COUNTY-  MI/ONTONAGON
 RL0745  USGS QUAD   -  
 RL0745
 RL0745                         *CURRENT SURVEY CONTROL
 RL0745  ___________________________________________________________________
 RL0745* NAD 83(1986)-  46 47 31.     (N)    089 05 26.     (W)     SCALED    
 RL0745* NAVD 88     -       434.789  (meters)    1426.47   (feet)  ADJUSTED  
 RL0745  ___________________________________________________________________
 RL0745  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RL0745  DYNAMIC HT  -         434.838 (meters)    1426.63  (feet)  COMP
 RL0745  MODELED GRAV-     980,711.1   (mgal)                       NAVD 88
 RL0745
 RL0745  VERT ORDER  -  SECOND    CLASS 0
 RL0745
 RL0745.The horizontal coordinates were scaled from a topographic map and have
 RL0745.an estimated accuracy of +/- 6 seconds.
 RL0745
 RL0745.The orthometric height was determined by differential leveling
 RL0745.and adjusted by the National Geodetic Survey in June 1991..
 RL0745
 RL0745.The geoid height was determined by GEOID03.
 RL0745
 RL0745.The dynamic height is computed by dividing the NAVD 88
 RL0745.geopotential number by the normal gravity value computed on the
 RL0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0745.degrees latitude (g = 980.6199 gals.).
 RL0745
 RL0745.The modeled gravity was interpolated from observed gravity values.
 RL0745
 RL0745;                    North         East    Units  Estimated Accuracy
 RL0745;SPC MI N     -   225,350.    7,840,410.      MT  (+/- 180 meters Scaled)
 RL0745
 RL0745                          SUPERSEDED SURVEY CONTROL
 RL0745
 RL0745  NGVD 29 (??/??/92)  434.804  (m)         1426.52   (f) ADJ UNCH    2 0
 RL0745
 RL0745.Superseded values are not recommended for survey control.
 RL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0745.See file dsdata.txt to determine how the superseded data were derived.
 RL0745
 RL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS404841(NAD 83)
 RL0745_MARKER: DR = REFERENCE MARK DISK
 RL0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0745_STAMPING: GREENLAND NO 2 1939
 RL0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0745+STABILITY: SURFACE MOTION
 RL0745
 RL0745  HISTORY     - Date     Condition        Report By
 RL0745  HISTORY     - 1939     MONUMENTED       CGS
 RL0745  HISTORY     - 1948     GOOD             NGS
 RL0745
 RL0745                          STATION DESCRIPTION
 RL0745
 RL0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0745'1 MI N FROM GREENLAND.
 RL0745'ABOUT 1 BLOCK EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0745'AT GREENLAND, THENCE ABOUT 0.35 MILE NORTH AND 0.25 MILE EAST
 RL0745'AND ABOUT 0.1 MILE NORTH ALONG GRAVEL ROADS THENCE ABOUT 0.3 MILE
 RL0745'NORTH AND NORTHEAST ALONG A TRAIL FOLLOWING TELEPHONE LINE TO
 RL0745'THE TOP OF A HILL AND THE GREENLAND LOOKOUT TOWER, 90 FEET
 RL0745'WEST-NORTHWEST OF THE STATION MARK, 55 FEET WEST-SOUTHWEST OF
 RL0745'THE NORTHWEST LEG OF THE TOWER, 38 FEET NORTH OF THE CENTER
 RL0745'OF A TRAIL TO TOWER, 6 FEET NORTH OF A DIM TRAIL, AND SET IN
 RL0745'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1598 ***********************************************************************
 RL1598  DESIGNATION -  GREENLAND USGS 1939
 RL1598  PID         -  RL1598
 RL1598  STATE/COUNTY-  MI/ONTONAGON
 RL1598  USGS QUAD   -  
 RL1598
 RL1598                         *CURRENT SURVEY CONTROL
 RL1598  ___________________________________________________________________
 RL1598* NAD 83(1994)-  46 47 31.49450(N)    089 05 27.11928(W)     ADJUSTED  
 RL1598* NAVD 88     -       435.51   (+/-2cm)    1428.8    (feet)  VERTCON   
 RL1598  ___________________________________________________________________
 RL1598  LAPLACE CORR-          -9.52  (seconds)                    DEFLEC99
 RL1598  GEOID HEIGHT-         -31.92  (meters)                     GEOID03
 RL1598
 RL1598  HORZ ORDER  -  SECOND
 RL1598  VERT ORDER  -  THIRD ? (See Below)
 RL1598
 RL1598.The horizontal coordinates were established by classical geodetic methods
 RL1598.and adjusted by the National Geodetic Survey in February 1997..
 RL1598
 RL1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 RL1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RL1598.The vertical order pertains to the NGVD 29 superseded value.
 RL1598
 RL1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1598
 RL1598.The geoid height was determined by GEOID03.
 RL1598
 RL1598;                    North         East     Units Scale Factor Converg.
 RL1598;SPC MI N     -   225,369.778 7,840,388.997   MT  0.99994195   -1 30 40.5
 RL1598;SPC MI N     -   739,402.16 25,723,061.01   iFT  0.99994195   -1 30 40.5
 RL1598;UTM  16      - 5,184,181.989   340,427.245   MT  0.99991298   -1 31 27.5
 RL1598
 RL1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1598!SPC MI N     -   0.99993674  x   0.99994195  =   0.99987869
 RL1598!UTM  16      -   0.99993674  x   0.99991298  =   0.99984972
 RL1598
 RL1598                          SUPERSEDED SURVEY CONTROL
 RL1598
 RL1598  NAD 83(1986)-  46 47 31.49349(N)    089 05 27.10684(W) AD(       ) 2
 RL1598  NAD 27      -  46 47 31.71800(N)    089 05 26.61000(W) AD(       ) 2
 RL1598  NGVD 29 (07/19/86)  435.52   (m)         1428.9    (f) LEVELING    3  
 RL1598
 RL1598.Superseded values are not recommended for survey control.
 RL1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1598.See file dsdata.txt to determine how the superseded data were derived.
 RL1598
 RL1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4042784182(NAD 83)
 RL1598_MARKER: DD = SURVEY DISK
 RL1598_SETTING: 66 = SET IN ROCK OUTCROP
 RL1598_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 RL1598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1598+STABILITY: POSITION/ELEVATION WELL
 RL1598
 RL1598  HISTORY     - Date     Condition        Report By
 RL1598  HISTORY     - 1939     MONUMENTED       USGS
 RL1598
 RL1598                          STATION DESCRIPTION
 RL1598
 RL1598'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FBQ)
 RL1598'LOCATED 11.168 METERS (36.64 FEET) NORTHWEST OF TRIANGULATION
 RL1598'STATION GREENLAND, A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 RL1598'MARK DISK, STAMPED GREENLAND 1938 AND SET IN A DRILL HOLE IN
 RL1598'OUTCROPPING BEDROCK AT THE CENTER OF THE BASE OF THE MICHIGAN
 RL1598'CONSERVATION DEPARTMENT LOOKOUT TOWER GREENLAND, WHICH IS A
 RL1598'STEEL STRUCTURE 110 FEET HIGH WITH A GLASS-ENCLOSED OBSERVATION
 RL1598'PLATFORM ON THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0454 ***********************************************************************
 PL0454  DESIGNATION -  GREER
 PL0454  PID         -  PL0454
 PL0454  STATE/COUNTY-  MI/GLADWIN
 PL0454  USGS QUAD   -  WAGARVILLE (1969)
 PL0454
 PL0454                         *CURRENT SURVEY CONTROL
 PL0454  ___________________________________________________________________
 PL0454* NAD 83(1994)-  44 01 00.70486(N)    084 29 04.87138(W)     ADJUSTED  
 PL0454* NAVD 88     -       276.33   (+/-2cm)     906.6    (feet)  VERTCON   
 PL0454  ___________________________________________________________________
 PL0454  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 PL0454  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 PL0454
 PL0454  HORZ ORDER  -  FIRST
 PL0454  VERT ORDER  -  THIRD ? (See Below)
 PL0454
 PL0454.The horizontal coordinates were established by classical geodetic methods
 PL0454.and adjusted by the National Geodetic Survey in February 1997..
 PL0454
 PL0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0454.The vertical order pertains to the NGVD 29 superseded value.
 PL0454
 PL0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0454
 PL0454.The geoid height was determined by GEOID03.
 PL0454
 PL0454;                    North         East     Units Scale Factor Converg.
 PL0454;SPC MI C     -    77,815.442 5,990,536.363   MT  1.00004231   -0 05 00.1
 PL0454;SPC MI C     -   255,300.01 19,653,990.69   iFT  1.00004231   -0 05 00.1
 PL0454;UTM  16      - 4,876,821.775   701,608.220   MT  1.00009993   +1 44 54.3
 PL0454
 PL0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0454!SPC MI C     -   0.99996206  x   1.00004231  =   1.00000437
 PL0454!UTM  16      -   0.99996206  x   1.00009993  =   1.00006198
 PL0454
 PL0454:                Primary Azimuth Mark                     Grid Az
 PL0454:SPC MI C     -  GREER AZ MK 2                            005 14 42.2
 PL0454:UTM  16      -  GREER AZ MK 2                            003 24 47.8
 PL0454
 PL0454|---------------------------------------------------------------------|
 PL0454| PID    Reference Object                     Distance      Geod. Az  |
 PL0454|                                                           dddmmss.s |
 PL0454| PL0455 GREER AZ MK 2                       APPROX. 1.6 KM 0050942.1 |
 PL0454| CH1207 GREER RM 3                           18.086 METERS 06639     |
 PL0454| CH1204 GREER AZ MK                                        1954408.1 |
 PL0454| CH1205 GREER RM 1                                         20522     |
 PL0454| CH1206 GREER RM 2                           18.918 METERS 29921     |
 PL0454|---------------------------------------------------------------------|
 PL0454
 PL0454                          SUPERSEDED SURVEY CONTROL
 PL0454
 PL0454  NAD 83(1986)-  44 01 00.70067(N)    084 29 04.88273(W) AD(       ) 1
 PL0454  NAD 27      -  44 01 00.62619(N)    084 29 04.83717(W) AD(       ) 1
 PL0454  NGVD 29 (07/19/86)  276.48   (m)          907.1    (f) LEVELING    3  
 PL0454
 PL0454.Superseded values are not recommended for survey control.
 PL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0454.See file dsdata.txt to determine how the superseded data were derived.
 PL0454
 PL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0160876822(NAD 83)
 PL0454_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0454
 PL0454  HISTORY     - Date     Condition        Report By
 PL0454  HISTORY     - 1932     MONUMENTED       CGS
 PL0454  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PL0454  HISTORY     - 1969     SEE DESCRIPTION  CGS
 PL0454  HISTORY     - 1980     GOOD             MIDH
 PL0454  HISTORY     - 1981     GOOD             NGS
 PL0454  HISTORY     - 19981202 GOOD             USPSQD
 PL0454
 PL0454                          STATION DESCRIPTION
 PL0454
 PL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0454'ABOUT 2.5 MILES NORTH OF
 PL0454'INTERSECTION OF
 PL0454'ROUTES M-18 AND M-61 IN MAIN PART OF GLADWIN, ON HIGHEST PART
 PL0454'OF RIDGE, ON PROPERTY OWNED BY
 PL0454'HAZEN S. GREER, 16.1 METERS (53 FEET) NORTHEAST OF
 PL0454'SOUTHEAST CORNER OF STONE AND CONCRETE FOUNDATION
 PL0454'UNDER LARGE BARN WITH SILO IN
 PL0454'CONNECTION, 17.4 METERS (57 FEET) SOUTHEAST OF NORTHEAST CORNER OF
 PL0454'BARN, AND 9.7 METERS (32
 PL0454'FEET) DUE EAST OF CONCRETE FOUNDATION UNDER SILO.  TO REACH FROM
 PL0454'JUNCTION OF ROUTES M-18 AND
 PL0454'M-61 AT GLADWIN, GO NORTH 2.5 MILES ON ROUTE M-18
 PL0454'TO FOUR-CORNER INTERSECTION WHICH IS 1/4 MILE
 PL0454'NORTH OF FARMHOUSE WITH LARGE STONE
 PL0454'FENCE AROUND IT, TURN RIGHT (EAST), GO ABOUT 75 METERS (246
 PL0454'FEET) TO WOODEN GATE ON NORTH
 PL0454'SIDE OF ROAD, AND PROCEED NORTH 86.7 METERS (284 FEET) FROM CENTER
 PL0454'LINE OF ROAD TO STATION SITE.
 PL0454'(THE ROAD INTERSECTION ABOVE CAN BE IDENTIFIED BY THE
 PL0454'FACT THAT 1/4 MILE SOUTH THERE IS
 PL0454'WELL-BUILT-UP FARM, THE FARMHOUSE HAVING A LARGE
 PL0454'STONE FENCE AROUND IT.) SURFACE AND UNDERGROUND
 PL0454'MARKS ARE STANDARD DISK STATION
 PL0454'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES.
 PL0454'REFERENCE AND AZIMUTH
 PL0454'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1
 PL0454'PROJETS 8 INCHES, IS 0.2 METER
 PL0454'(1 FOOT) EAST OF FENCE LINE, 4 METERS (13 FEET) WEST OF
 PL0454'A DRIVEWAY, 43.5 METERS (143 FEET) NORTH OF
 PL0454'CENTER LINE OF EAST-AND-WEST ROAD, AND
 PL0454'43.18 METERS (141.7 FEET) (SLOPE) FROM STATION IN AZIMUTH 25
 PL0454'DEG 22 MIN.  NO. 2 PROJECTS 8 INCHES,
 PL0454'IS 1.8 METERS (6 FEET) NORTHWEST OF NORTHEAST CORNER OF STONE
 PL0454'FOUNDATION UNDER BARN, ABOUT
 PL0454'100 METERS (328 FEET) EAST OF CENTER-LINE OF ROUTE M-18, AND
 PL0454'18.94 METERS (62.1 FEET FROM STATION
 PL0454'IN AZIMUTH 119 DEG 21 MIN.  AZIMUTH MARK PROJECTS
 PL0454'4 INCHES, IS 8 METERS (26 FEET WEST OF CENTER LINE OF
 PL0454'ROUTE M-18, ABOUT 30 METERS
 PL0454'(98 FEET) SOUTH OF CONCRETE CULVERT, 0.2 METER (1 FOOT) EAST OF
 PL0454'PROPERTY LINE, AND 0.35 MILE
 PL0454'FROM STATION IN AZIMUTH 15 DEG 44 MIN 10 SEC.  AZIMUTH FROM STATION
 PL0454'TO WHITE STEEPLE ON OPEN BELFRY ON
 PL0454'RED ROOF OF CHURCH OR SCHOOL, DISTANT ABOUT 1 MILE, IS
 PL0454'223 DEG 58 MIN 29 SEC.
 PL0454
 PL0454                          STATION RECOVERY (1968)
 PL0454
 PL0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 PL0454'STATION AND REFERENCE MARKS ARE O.K.  AZIMUTH MARK WAS
 PL0454'NOT FOUND.
 PL0454'DISTANCE AND DIRECTION TO REFERENCE MARKS COULD NOT BE OBTAINED
 PL0454'BECAUSE OF BUILDING AND
 PL0454'AGRICULTURAL OBSTRUCTIONS.  OWNER STATES THAT ALL MARKS ARE NOW AS
 PL0454'ORIGINALLY SET.  THE OLD
 PL0454'DESCRIPTION IS ADEQUATE, NOTE THE FOLLOWING CHANGES-
 PL0454'
 PL0454'OLD BARN HAS BEEN REBUILT, THE FOUNDATION STILL REMAINS INTACT.
 PL0454'
 PL0454'FOUR CORNER INTERSECTION IS M-18 AND RIDGE ROAD.
 PL0454'
 PL0454'A CHICKEN HOUSE HAS BEEN BUILT SOUTH OF THE STATION.  ROOF EAVES
 PL0454'OVERHANG THE STATION MARK.
 PL0454'
 PL0454'QUOTE PRIMARY REFERENCE-ABOUT 2.5 MILES NORTH OF GLADWIN
 PL0454
 PL0454                          STATION RECOVERY (1969)
 PL0454
 PL0454'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 PL0454'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 PL0454'MARK WAS REPORTED
 PL0454'AS NOT FOUND BY THE USGS BUT WAS FOUND AFTER A LONG
 PL0454'SEARCH WAS MADE.  THE STATION MARK
 PL0454'IS NOW 6 INCHES NORTH OF THE NORTH
 PL0454'EDGE OF A SMALL SHED AND COULD NOT BE OCCUPIED.
 PL0454'REFERENCE MARK 1 IS
 PL0454'OBSTRUCTED TO THE STATION BY THE SHED.  REFERENCE MARK 2 IS
 PL0454'OBSTRUCTED BY A
 PL0454'LARGE STACK OF HAY.  THE AZIMUTH MARK IS PARTIALLY OBSTRUCTED BY
 PL0454'A TREE.  A NEW
 PL0454'DESCRIPTION FOLLOWS.
 PL0454'
 PL0454'THE STATION IS ABOUT 300 FEET NORTH OF THE CENTERLINE OF RIDGE
 PL0454'ROAD, 26 FEET EAST
 PL0454'OF THE CENTERLINE OF FARM DRIVE, 27 FEET SOUTHEAST
 PL0454'OF A FENCE CORNER, 4 FEET EAST OF THE
 PL0454'NORTHWEST CORNER OF THE SHED AND
 PL0454'6 INCHES NORTH OF THE NORTH SIDE OF THE SHED.  THE
 PL0454'MONUMENT IS FLUSH AND
 PL0454'THE DISK IS STAMPED GREER 1932.  (NOTE 1A 7A)
 PL0454'
 PL0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND
 PL0454'61 IN GLADWIN, GO
 PL0454'NORTH ON HIGHWAY 18 FOR 2.15 MILE TO THE AZIMUTH MARK
 PL0454'ON THE LEFT.  CONTINUE NORTH ON THE
 PL0454'HIGHWAY FOR 0.35 MILE TO A CROSSROAD.
 PL0454'TURN RIGHT ON RIDGE ROAD AND GO EAST FOR ABOUT 300
 PL0454'FEET TO A FARM
 PL0454'DRIVE ON THE LEFT AND THE STATION AS DESCRIBED.
 PL0454'
 PL0454'REFERENCE MARK 1 IS 156 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 PL0454'10 FEET WEST OF
 PL0454'THE CENTERLINE OF THE DRIVE AND 49 FEET NORTHEAST OF
 PL0454'THE NORTHEAST CORNER OF A CONCRETE
 PL0454'BLOCK BARN.  THE MONUMENT PROJECTS 4
 PL0454'INCHES AND THE DISK IS STAMPED GREER NO 1 1932.
 PL0454'
 PL0454'REFERENCE MARK 2 IS 6 FEET NORTHWEST OF THE NORTHEAST CORNER OF
 PL0454'AN OLD STONE BARN
 PL0454'FOUNDATION, 7 FEET WEST OF A FENCE AND 22 FEET WEST
 PL0454'OF THE CENTERLINE OF THE DRIVE.  THE
 PL0454'MONUMENT PROJECTS 4 INCHES AND THE
 PL0454'DISK IS STAMPED GREER NO 2 1932.  (NOTE 11A)
 PL0454'
 PL0454'THE AZIMUTH MARK IS 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 PL0454'62 FEET WEST OF A
 PL0454'POWER POLE, 1 FOOT NORTH OF A METAL WITNESS POST,
 PL0454'1 FOOT EAST OF A FENCE AND 184 FEET
 PL0454'SOUTH OF A CONCRETE CULVERT.  THE
 PL0454'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED
 PL0454'GREER 1932 AZIMUTH.
 PL0454'(NOTE 11B)
 PL0454'
 PL0454'NOTE- THE STATION IS ON THE PROPERTY OF MR. JOHN GREER.
 PL0454'
 PL0454'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-2-1/2 MILES NORTH OF
 PL0454'GLADWIN.
 PL0454
 PL0454                          STATION RECOVERY (1980)
 PL0454
 PL0454'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 PL0454'THE STATION WAS FOUND IN GOOD CONDITION.
 PL0454'
 PL0454'FOUND REFERENCE MARK 2 IN GOOD CONDITION.  FOUND DEPRESSION IN GROUND
 PL0454'AT LOCATION OF REFERENCE MARK 1 WITH NO TRACE OF MARK.
 PL0454'
 PL0454'FOUND AZIMUTH MARK LEANING TO EAST AT 45 DEGREE ANGLE WITH NO DISK.
 PL0454
 PL0454                          STATION RECOVERY (1981)
 PL0454
 PL0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0454'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 PL0454'MARK HAS BEEN DESTROYED AND A NEW AZIMUTH MARK 2 WAS ESTABLISHED.
 PL0454'REFERENCE MARK 1 WAS REMOVED AT THE PROPERTY OWNERS REQUEST AND
 PL0454'A NEW REFERENCE MARK 3 AND REFERENCE MARK 4 WAS ESTABLISHED.
 PL0454'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE SHORTER THAN
 PL0454'THE 1932 DATA BY H.C.W. BY 0.02 METERS.  A COMPLETE AND NEW
 PL0454'DESCRIPTION FOLLOWS.
 PL0454'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST FROM THE CLARE
 PL0454'COUNTY LINE, 4 KM (2-1/2 MI) NORTH OF GLADWIN, 1.6 KM (1 MI)
 PL0454'SOUTHWEST OF THE SMALL COMMUNITY OF WAGARVILLE AND IN THE
 PL0454'SW 1/4, S 19, T 19 N, R 1 W, OF GLADWIN TOWNSHIP.
 PL0454'OWNERSHIP--JOHN L. GREER, 2950 RIDGE ROAD, GLADWIN MI 48624,
 PL0454'TELEPHONE NUMBER (517) 426-5994.
 PL0454'
 PL0454'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M 18
 PL0454'AND M 61 IN DOWNTOWN GLADWIN, GO NORTHERLY ON STATE HIGHWAY
 PL0454'M 18 FOR 3.9 KM (2.45 MI) TO A DIRT CROSSROAD.  TURN RIGHT
 PL0454'AND GO EAST ON RIDGE ROAD FOR 0.1 KM (0.05 MI) TO A FARM
 PL0454'DRIVE ON THE LEFT.  TURN LEFT AND GO NORTH ON THE FARM DRIVE
 PL0454'FOR 0.1 KM (0.05 MI), PASSING BETWEEN THE BARNS AND THE HOUSE,
 PL0454'TO THE STATION ON THE RIGHT.
 PL0454'
 PL0454'THE STATION IS A STANDARD CGS DISK
 PL0454'STAMPED---GREER 1932---,
 PL0454'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 PL0454'FLUSH WITH GROUND.  IT IS LOCATED
 PL0454'14.17 METERS (46.5 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A
 PL0454'NEW HOUSE,
 PL0454'7.62 METERS (25.0 FT) EAST FROM THE CENTER OF THE FARM DRIVE AND
 PL0454'2.38 METERS (7.8 FT) SOUTHEAST FROM A METAL TANK.
 PL0454'THE UNDERGROUND MARK IS AS DESCRIBED IN THE 1932 DATA BY H.C.W.
 PL0454'
 PL0454'REFERENCE MARK NUMBER 2 IS A STANDARD CGS DISK
 PL0454'STAMPED---GREER NO 2 1932---,
 PL0454'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 PL0454'PROJECTING 18 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0454'8.95 METERS (29.35 FT) WEST FROM THE CENTER OF A FARM ROAD AND
 PL0454'1.71 METERS (5.6 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A
 PL0454'ROCK FENCE.  THIS MARK IS NOT VISIBLE FROM THE GROUND.  A METAL
 PL0454'TANK, USED IN STORING GRAIN, IS ON THE LINE-OF-SIGHT.
 PL0454'MARK IS BELOW STATION 0.06 METERS.
 PL0454'
 PL0454'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 PL0454'STAMPED---GREER 1932 NO 3 1981---,
 PL0454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0454'RECESSED 14 CM BELOW THE GROUND.  IT IS LOCATED
 PL0454'21.21 METERS (69.6 FT) NORTH-NORTHEAST FROM THE NORTHWEST CORNER
 PL0454'OF A NEW HOUSE,
 PL0454'17.01 METERS (55.8 FT) EAST FROM THE EAST SIDE OF A METAL TANK AND
 PL0454'0.30 METERS (1.0 FT) SOUTH FROM A FENCE LINE.
 PL0454'MARK IS BELOW STATION 0.60 METERS.
 PL0454'
 PL0454'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 PL0454'STAMPED---GREER 1932 NO 4 1981---,
 PL0454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0454'FLUSH WITH GROUND.  IT IS LOCATED
 PL0454'7.89 METERS (25.9 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A
 PL0454'NEW HOUSE,
 PL0454'3.14 METERS (10.3 FT) NORTH FROM A UTILITY POLE AND
 PL0454'0.58 METERS (1.9 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF A
 PL0454'SMALL WOODEN SHED.
 PL0454'MARK IS BELOW STATION 0.60 METERS.
 PL0454'
 PL0454'AZIMUTH MARK NUMBER 2 IS A STANDARD NGS DISK
 PL0454'STAMPED---GREER NO 2 1981---,
 PL0454'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0454'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0454'8.78 METERS (28.8 FT) NORTH FROM THE CENTER OF A PAVED ROAD AND
 PL0454'0.71 METERS (2.3 FT) SOUTH FROM A METAL WITNESS POST AND
 PL0454'FENCE LINE.
 PL0454'
 PL0454'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 10.7 METERS.
 PL0454'
 PL0454'NO DIRECTION TO REFERENCE MARK 4 WAS TURNED AT THIS TIME.
 PL0454
 PL0454                          STATION RECOVERY (1998)
 PL0454
 PL0454'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0455 ***********************************************************************
 PL0455  DESIGNATION -  GREER AZ MK 2
 PL0455  PID         -  PL0455
 PL0455  STATE/COUNTY-  MI/GLADWIN
 PL0455  USGS QUAD   -  WAGARVILLE (1969)
 PL0455
 PL0455                         *CURRENT SURVEY CONTROL
 PL0455  ___________________________________________________________________
 PL0455* NAD 83(1994)-  44 01 51.02111(N)    084 28 58.57145(W)     ADJUSTED  
 PL0455* NAVD 88     -       257.     (meters)     843.     (feet)  VERTCON   
 PL0455  ___________________________________________________________________
 PL0455  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 PL0455  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 PL0455
 PL0455  HORZ ORDER  -  SECOND
 PL0455
 PL0455.The horizontal coordinates were established by classical geodetic methods
 PL0455.and adjusted by the National Geodetic Survey in February 1997..
 PL0455.No horizontal observational check was made to the station.
 PL0455
 PL0455.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0455
 PL0455.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0455
 PL0455.The geoid height was determined by GEOID03.
 PL0455
 PL0455;                    North         East     Units Scale Factor Converg.
 PL0455;SPC MI C     -    79,368.294 5,990,678.915   MT  1.00003844   -0 04 55.7
 PL0455;SPC MI C     -   260,394.67 19,654,458.38   iFT  1.00003844   -0 04 55.7
 PL0455;UTM  16      - 4,878,378.483   701,701.061   MT  1.00010039   +1 45 00.2
 PL0455
 PL0455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0455!SPC MI C     -   0.99996511  x   1.00003844  =   1.00000355
 PL0455!UTM  16      -   0.99996511  x   1.00010039  =   1.00006550
 PL0455
 PL0455                          SUPERSEDED SURVEY CONTROL
 PL0455
 PL0455  NAD 83(1986)-  44 01 51.01691(N)    084 28 58.58274(W) AD(       ) 2
 PL0455  NAD 27      -  44 01 50.94269(N)    084 28 58.53693(W) AD(       ) 2
 PL0455  NGVD 29 (07/19/86)  257.     (m)          843.     (f) VERT ANG       
 PL0455
 PL0455.Superseded values are not recommended for survey control.
 PL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0455.See file dsdata.txt to determine how the superseded data were derived.
 PL0455
 PL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0170178378(NAD 83)
 PL0455_MARKER: DZ = AZIMUTH MARK DISK
 PL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0455_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0455
 PL0455  HISTORY     - Date     Condition        Report By
 PL0455  HISTORY     - 1981     MONUMENTED       NGS
 PL0455  HISTORY     - 19981202 GOOD             USPSQD
 PL0455
 PL0455                          STATION DESCRIPTION
 PL0455
 PL0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PL0455'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST OF THE CLARE
 PL0455'COUNTY LINE, 5.6 KM (3-1/2 MI) NORTH OF GLADWIN,
 PL0455'1.6 KM (1 MI) WEST OF THE SMALL COMMUNITY OF WAGARVILLE,
 PL0455'IN THE SW1/4,S18,T19N,R1W OF GLADWIN TOWNSHIP, AND
 PL0455'ON ROAD RIGHT-OF-WAY.
 PL0455'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PL0455'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PL0455'
 PL0455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18
 PL0455'AND 61 IN DOWNTOWN GLADWIN, GO NORTHERLY ON STATE HIGHWAY 18
 PL0455'FOR 3.9 KM (2.45 MI) TO A DIRT CROSSROAD.  CONTINUE NORTH
 PL0455'ON HIGHWAY 18 FOR 1.6 KM (1.0 MI) TO A CROSSROAD
 PL0455'(WAGARVILLE ROAD).  TURN RIGHT AND GO EAST ON THE PAVED
 PL0455'ROAD FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT.
 PL0455'
 PL0455'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PL0455'STAMPED---GREER 1932 NO 2 1981---,
 PL0455'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0455'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0455'8.78 METERS (28.8 FT) NORTH FROM THE CENTER OF THE PAVED ROAD AND
 PL0455'0.71 METER (2.3 FT) SOUTH FROM A METAL WITNESS POST AND FENCE
 PL0455'LINE.
 PL0455'THE UNDERGROUND MARK IS A STANDARD NGS AZIMUTH MARK DISK
 PL0455'STAMPED---GREER 1932 NO 2 1981---,
 PL0455'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0455'
 PL0455'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.4 METERS.
 PL0455'
 PL0455'DESCRIBED BY G.M. RIVERS.
 PL0455
 PL0455                          STATION RECOVERY (1998)
 PL0455
 PL0455'RECOVERY NOTE BY US POWER SQUADRON 1998
 PL0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0102 ***********************************************************************
 RJ0102  DESIGNATION -  GREGG USLS
 RJ0102  PID         -  RJ0102
 RJ0102  STATE/COUNTY-  MI/CHIPPEWA
 RJ0102  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0102
 RJ0102                         *CURRENT SURVEY CONTROL
 RJ0102  ___________________________________________________________________
 RJ0102* NAD 83(1986)-  46 22 33.     (N)    084 16 46.     (W)     SCALED    
 RJ0102* NAVD 88     -       185.530  (meters)     608.69   (feet)  ADJUSTED  
 RJ0102  ___________________________________________________________________
 RJ0102  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0102  DYNAMIC HT  -         185.540 (meters)     608.73  (feet)  COMP
 RJ0102  MODELED GRAV-     980,665.9   (mgal)                       NAVD 88
 RJ0102
 RJ0102  VERT ORDER  -  FIRST     CLASS 0
 RJ0102
 RJ0102.The horizontal coordinates were scaled from a topographic map and have
 RJ0102.an estimated accuracy of +/- 6 seconds.
 RJ0102
 RJ0102.The orthometric height was determined by differential leveling
 RJ0102.and adjusted by the National Geodetic Survey in June 1991..
 RJ0102.WARNING-Repeat measurements at this control monument indicate possible
 RJ0102.vertical movement.
 RJ0102
 RJ0102.The geoid height was determined by GEOID03.
 RJ0102
 RJ0102.The dynamic height is computed by dividing the NAVD 88
 RJ0102.geopotential number by the normal gravity value computed on the
 RJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0102.degrees latitude (g = 980.6199 gals.).
 RJ0102
 RJ0102.The modeled gravity was interpolated from observed gravity values.
 RJ0102
 RJ0102;                    North         East    Units  Estimated Accuracy
 RJ0102;SPC MI N     -   180,590.    8,209,250.      MT  (+/- 180 meters Scaled)
 RJ0102
 RJ0102                          SUPERSEDED SURVEY CONTROL
 RJ0102
 RJ0102.No superseded survey control is available for this station.
 RJ0102
 RJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS092394(NAD 83)
 RJ0102_MARKER: Z = SEE DESCRIPTION
 RJ0102_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0102+WITH SETTING: INTO GROUND
 RJ0102_MARK LOGO: NOS   
 RJ0102_PROJECTION: FLUSH
 RJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0102+STABILITY: SURFACE MOTION
 RJ0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0102+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 RJ0102_ROD/PIPE-DEPTH: 13.7 meters
 RJ0102
 RJ0102  HISTORY     - Date     Condition        Report By
 RJ0102  HISTORY     - 1971     MONUMENTED       USLS
 RJ0102  HISTORY     - 1972     GOOD             USLS
 RJ0102  HISTORY     - 1983     GOOD             NGS
 RJ0102  HISTORY     - 20031205 GOOD             INDIV
 RJ0102
 RJ0102                          STATION DESCRIPTION
 RJ0102
 RJ0102'DESCRIBED BY US LAKE SURVEY 1972
 RJ0102'6 MI N FROM BARBEAU.
 RJ0102'GREGG IS IN CHIPPEWA COUNTY, MICHIGAN, 6.0 MILES NORTH FROM THE
 RJ0102'POST OFFICE AT BARBEAU, IN SOUTHWEST CORNER OF INTERSECTION
 RJ0102'OF 9 MILE AND RIVERSIDE ROADS, 50 FEET WEST OF CENTERLINE OF
 RJ0102'RIVERSIDE ROAD, 27.5 FEET SOUTH OF EAST CORNER OF GREGGS GROCERY
 RJ0102'STORE, 27.0 FEET EAST OF SOUTH CORNER, 5.4 FEET SOUTHEAST OF
 RJ0102'EAST CORNER AND IN LINE WITH NORTHEAST FACE OF ATTACHED GARAGE,
 RJ0102'3/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 RJ0102'OF A 5/8-INCH COPPER-COATED STEEL ROD, 45 FEET LONG.
 RJ0102
 RJ0102                          STATION RECOVERY (1983)
 RJ0102
 RJ0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0102'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  8.5 KM
 RJ0102'(5.25 MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0102'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, THENCE 8.4 KM (5.2 MI)
 RJ0102'SOUTHERLY ALONG NICOLET ROAD, THENCE 0.8 KM (0.5 MI) WEST ALONG 9 MILE
 RJ0102'ROAD, ALSO, 9.7 KM (6.0 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST
 RJ0102'OFFICE IN BARBEAU, AT THE JUNCTION OF 9 MILE ROAD AND RIVERSIDE ROAD,
 RJ0102'AT THE SOUTHEAST CORNER OF DANNYS GROCERY AND LIQUOR STORE,
 RJ0102'15.2 METERS (50.0 FT) WEST OF THE CENTERLINE OF ROAD, 8.4 METERS
 RJ0102'(27.5 FT) SOUTH OF SOUTHEAST CORNER OF STORE, 8.2 METERS (27.0 FT)
 RJ0102'EAST OF SOUTHWEST CORNER OF STORE, AND 1.6 METERS (5.4 FT) SOUTHEAST
 RJ0102'OF SOUTHEAST CORNER OF ATTACHED GARAGE.
 RJ0102'THE MARK IS 1.6 METERS  SE FROM A WITNESS POST.
 RJ0102'THE MARK IS 0.21 M BELOW GROUND.
 RJ0102
 RJ0102                          STATION RECOVERY (2003)
 RJ0102
 RJ0102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CMP)
 RJ0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1055 ***********************************************************************
 OJ1055  DESIGNATION -  GREW
 OJ1055  PID         -  OJ1055
 OJ1055  STATE/COUNTY-  MI/TUSCOLA
 OJ1055  USGS QUAD   -  QUANICASSEE (1973)
 OJ1055
 OJ1055                         *CURRENT SURVEY CONTROL
 OJ1055  ___________________________________________________________________
 OJ1055* NAD 83(1994)-  43 33 04.17723(N)    083 40 56.41729(W)     ADJUSTED  
 OJ1055* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 OJ1055  ___________________________________________________________________
 OJ1055  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 OJ1055  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ1055
 OJ1055  HORZ ORDER  -  FIRST
 OJ1055
 OJ1055.The horizontal coordinates were established by classical geodetic methods
 OJ1055.and adjusted by the National Geodetic Survey in February 1997..
 OJ1055
 OJ1055.The orthometric height was scaled from a topographic map.
 OJ1055
 OJ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1055
 OJ1055.The geoid height was determined by GEOID03.
 OJ1055
 OJ1055;                    North         East     Units Scale Factor Converg.
 OJ1055;SPC MI S     -   228,070.117 4,055,297.444   MT  0.99997447   +0 27 56.5
 OJ1055;SPC MI S     -   748,261.54 13,304,781.64   iFT  0.99997447   +0 27 56.5
 OJ1055;UTM  17      - 4,825,518.997   283,327.240   MT  1.00017751   -1 50 55.9
 OJ1055
 OJ1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1055!SPC MI S     -   0.99997720  x   0.99997447  =   0.99995167
 OJ1055!UTM  17      -   0.99997720  x   1.00017751  =   1.00015471
 OJ1055
 OJ1055|---------------------------------------------------------------------|
 OJ1055| PID    Reference Object                     Distance      Geod. Az  |
 OJ1055|                                                           dddmmss.s |
 OJ1055| CH0248 GREW RM 1                            24.884 METERS 03300     |
 OJ1055| OJ1054 BERNIE                              APPROX.11.3 KM 0812740.2 |
 OJ1055| CH0247 GREW AZ MK                                         2742732.8 |
 OJ1055| CH0249 GREW RM 2                            43.687 METERS 30850     |
 OJ1055|---------------------------------------------------------------------|
 OJ1055
 OJ1055                          SUPERSEDED SURVEY CONTROL
 OJ1055
 OJ1055  NAD 83(1986)-  43 33 04.16610(N)    083 40 56.44346(W) AD(       ) 1
 OJ1055  NAD 27      -  43 33 04.08186(N)    083 40 56.58457(W) AD(       ) 1
 OJ1055
 OJ1055.Superseded values are not recommended for survey control.
 OJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1055.See file dsdata.txt to determine how the superseded data were derived.
 OJ1055
 OJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8332725519(NAD 83)
 OJ1055_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1055
 OJ1055  HISTORY     - Date     Condition        Report By
 OJ1055  HISTORY     - 1932     MONUMENTED       CGS
 OJ1055  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ1055  HISTORY     - 1963     SEE DESCRIPTION  USGS
 OJ1055  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OJ1055  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ1055
 OJ1055                          STATION DESCRIPTION
 OJ1055
 OJ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1055'ABOUT 7 MILES WEST AND 2
 OJ1055'MILES NORTH OF
 OJ1055'FAIRGROVE, 7 MILES NORTH AND 3/4 MILE EAST OF SAGINAW-TUSCOLA
 OJ1055'COUNTY LINE, IN SOUTHEAST ROAD
 OJ1055'CORNER, IN SMALL ORCHARD, 54 FEET NORTH OF NORTHWEST
 OJ1055'CORNER OF MR. LOUIE GREWS HOUSE, 11 FEET SOUTH OF
 OJ1055'SOUTH RIGHT-OF-WAY FENCE OF
 OJ1055'EAST-AND-WEST SECTION-LINE ROAD, 48 FEET SOUTH OF CENTER LINE OF
 OJ1055'SAME ROAD, 27 FEET SOUTHEAST OF
 OJ1055'SOUTHEAST CORNER OF LARGE CONCRETE CULVERT, AND 58 FEET EAST OF
 OJ1055'SOUTH-SEST CORNER OF CULVERT.  TO
 OJ1055'REACH FROM POST OFFICE IN REESE, GO EAST 3/4 MILE ON
 OJ1055'ROUTE M-81 TO CROSSROADS AT VILLAGE
 OJ1055'LIMITS, AND PROCEED NORTH 7 MILES TO VAN BUREN
 OJ1055'SCHOOL, DISTRICT NO. 6, IN NORTHWEST CORNER OF
 OJ1055'CROSSROADS.  SURFACE AND UNDERGROUND
 OJ1055'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND
 OJ1055'7A.  UPPER MARK
 OJ1055'PROJECTS 3 INCHES REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 OJ1055'DISKS IN CONCRETE, NOTE
 OJ1055'11A.  NO. 1 PROJECTS 6 INCHES, IS 18 FEET NORTH OF CENTER LINE
 OJ1055'OF ABOVE-MENTIONED EAST-AND-WEST ROAD, 60
 OJ1055'FEET EAST OF NORTHEAST CORNER OF CULVERT,
 OJ1055'AND 81.64 FEET FROM STATION IN AZIMUTH 213 DEG 00 MIN.  NO.
 OJ1055'2 PROJECTS 6 INCHES, IS 3 FEET
 OJ1055'NORTHEAST OF SOUTHEAST CORNER OF VAN BUREN SCHOOL, 50 FEET NORTHWEST
 OJ1055'OF INTERSECTION OF CENTER LINES
 OJ1055'OF CROSSROADS, AND 143.33 FEET FROM STATION IN AZIMUTH
 OJ1055'128 DEG 50 MIN.  AZIMUTH MARK
 OJ1055'PROJECTS 5 INCHES, IS 18 FEET NORTH OF ABOVE-MENTIONED
 OJ1055'EAST-AND-WEST ROAD, 1 FOOT SOUTH OF NORTH
 OJ1055'RIGHT-OF-WAY FENCE OF ROAD, 3 FEET EAST OF
 OJ1055'FENCE CORNER, AND APPROXIMATELY 0.15 MILE FROM STATION IN
 OJ1055'AZIMUTH 94 DEG 27 MIN 30 SEC.
 OJ1055
 OJ1055                          STATION RECOVERY (1958)
 OJ1055
 OJ1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ1055'THE SURFACE MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 OJ1055'NOT FOUND.  THERE HAS BEEN
 OJ1055'SOME BULLDOZING IN THIS AREA.
 OJ1055
 OJ1055                          STATION RECOVERY (1963)
 OJ1055
 OJ1055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OJ1055'THIS STATION NOT FOUND.
 OJ1055
 OJ1055                          STATION RECOVERY (1980)
 OJ1055
 OJ1055'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1055'THE STATION WAS NOT LOCATED.
 OJ1055
 OJ1055                          STATION RECOVERY (1999)
 OJ1055
 OJ1055'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0414 ***********************************************************************
 RJ0414  DESIGNATION -  GREY ROCK
 RJ0414  PID         -  RJ0414
 RJ0414  STATE/COUNTY-  MI/MACKINAC
 RJ0414  USGS QUAD   -  NAUBINWAY (1973)
 RJ0414
 RJ0414                         *CURRENT SURVEY CONTROL
 RJ0414  ___________________________________________________________________
 RJ0414* NAD 83(1986)-  46 05 37.     (N)    085 26 36.     (W)     SCALED    
 RJ0414* NAVD 88     -       182.361  (meters)     598.30   (feet)  ADJUSTED  
 RJ0414  ___________________________________________________________________
 RJ0414  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0414  DYNAMIC HT  -         182.372 (meters)     598.33  (feet)  COMP
 RJ0414  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 RJ0414
 RJ0414  VERT ORDER  -  FIRST     CLASS 0
 RJ0414
 RJ0414.The horizontal coordinates were scaled from a topographic map and have
 RJ0414.an estimated accuracy of +/- 6 seconds.
 RJ0414
 RJ0414.The orthometric height was determined by differential leveling
 RJ0414.and adjusted by the National Geodetic Survey in June 1991..
 RJ0414
 RJ0414.The geoid height was determined by GEOID03.
 RJ0414
 RJ0414.The dynamic height is computed by dividing the NAVD 88
 RJ0414.geopotential number by the normal gravity value computed on the
 RJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0414.degrees latitude (g = 980.6199 gals.).
 RJ0414
 RJ0414.The modeled gravity was interpolated from observed gravity values.
 RJ0414
 RJ0414;                    North         East    Units  Estimated Accuracy
 RJ0414;SPC MI N     -   146,810.    8,120,360.      MT  (+/- 180 meters Scaled)
 RJ0414
 RJ0414                          SUPERSEDED SURVEY CONTROL
 RJ0414
 RJ0414  NGVD 29 (??/??/92)  182.400  (m)          598.42   (f) ADJ UNCH    1 0
 RJ0414
 RJ0414.Superseded values are not recommended for survey control.
 RJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0414.See file dsdata.txt to determine how the superseded data were derived.
 RJ0414
 RJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS203056(NAD 83)
 RJ0414_MARKER: Q = CHISELED SQUARE
 RJ0414_SETTING: 80 = SET IN A BOULDER
 RJ0414_SP_SET: BOULDER
 RJ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0414+STABILITY: SURFACE MOTION
 RJ0414
 RJ0414  HISTORY     - Date     Condition        Report By
 RJ0414  HISTORY     - UNK      MONUMENTED       USLS
 RJ0414  HISTORY     - 1972     GOOD             NGS
 RJ0414  HISTORY     - 19950703 GOOD             USPSQD
 RJ0414
 RJ0414                          STATION DESCRIPTION
 RJ0414
 RJ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0414'AT NAUBINWAY.
 RJ0414'AT NAUBINWAY, ABOUT 0.45 MILE EAST ALONG U.S. HIGHWAY 2 FROM THE
 RJ0414'CATHOLIC CHURCH, THENCE 0.2 MILE SOUTH ALONG A STREET, 34 1/2
 RJ0414'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE CENTER
 RJ0414'ONE OF THREE STREETS, 15 FEET EAST OF THE CENTER LINE OF THE
 RJ0414'NORTH-SOUTH STREET, 35 FEET NORTHEAST OF AND ACROSS THE
 RJ0414'NORTH-SOUTH STREET FROM POWER POLE NY 2-202B-151, 30 FEET NORTH
 RJ0414'OF THE EXTENDED CENTER LINE OF AN EAST-WEST STREET, A 2 INCH
 RJ0414'OUTLINED SQUARE ON THE TOP OF A 6-BY 2-FOOT BOULDER THAT PROJECTS
 RJ0414'2 FEET ABOVE THE LEVEL OF THE GROUND.
 RJ0414
 RJ0414                          STATION RECOVERY (1995)
 RJ0414
 RJ0414'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0092 ***********************************************************************
 RJ0092  DESIGNATION -  GREY USLS
 RJ0092  PID         -  RJ0092
 RJ0092  STATE/COUNTY-  MI/CHIPPEWA
 RJ0092  USGS QUAD   -  BARBEAU (1975)
 RJ0092
 RJ0092                         *CURRENT SURVEY CONTROL
 RJ0092  ___________________________________________________________________
 RJ0092* NAD 83(1986)-  46 18 04.     (N)    084 16 49.     (W)     SCALED    
 RJ0092* NAVD 88     -       217.473  (meters)     713.49   (feet)  ADJUSTED  
 RJ0092  ___________________________________________________________________
 RJ0092  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0092  DYNAMIC HT  -         217.485 (meters)     713.53  (feet)  COMP
 RJ0092  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RJ0092
 RJ0092  VERT ORDER  -  FIRST     CLASS 0
 RJ0092
 RJ0092.The horizontal coordinates were scaled from a topographic map and have
 RJ0092.an estimated accuracy of +/- 6 seconds.
 RJ0092
 RJ0092.The orthometric height was determined by differential leveling
 RJ0092.and adjusted by the National Geodetic Survey in June 1991..
 RJ0092.WARNING-Repeat measurements at this control monument indicate possible
 RJ0092.vertical movement.
 RJ0092
 RJ0092.The geoid height was determined by GEOID03.
 RJ0092
 RJ0092.The dynamic height is computed by dividing the NAVD 88
 RJ0092.geopotential number by the normal gravity value computed on the
 RJ0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0092.degrees latitude (g = 980.6199 gals.).
 RJ0092
 RJ0092.The modeled gravity was interpolated from observed gravity values.
 RJ0092
 RJ0092;                    North         East    Units  Estimated Accuracy
 RJ0092;SPC MI N     -   172,290.    8,209,470.      MT  (+/- 180 meters Scaled)
 RJ0092
 RJ0092                          SUPERSEDED SURVEY CONTROL
 RJ0092
 RJ0092.No superseded survey control is available for this station.
 RJ0092
 RJ0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094310(NAD 83)
 RJ0092_MARKER: Z = SEE DESCRIPTION
 RJ0092_SETTING: 80 = SET IN A BOULDER
 RJ0092_SP_SET: BOULDER
 RJ0092_MARK LOGO: USLS  
 RJ0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0092+STABILITY: SURFACE MOTION
 RJ0092
 RJ0092  HISTORY     - Date     Condition        Report By
 RJ0092  HISTORY     - 1969     MONUMENTED       USLS
 RJ0092  HISTORY     - 1972     GOOD             USLS
 RJ0092  HISTORY     - 1983     GOOD             NGS
 RJ0092
 RJ0092                          STATION DESCRIPTION
 RJ0092
 RJ0092'DESCRIBED BY US LAKE SURVEY 1972
 RJ0092'0.8 MI N FROM BARBEAU.
 RJ0092'GREY IS IN CHIPPEWA COUNTY, MICHIGAN, 0.85 MILE NORTH OF POST
 RJ0092'OFFICE IN BARBEAU, 74 FEET EAST OF CENTERLINE OF RIVERSIDE
 RJ0092'ROAD, 38.0 FEET NORTHWEST OF NORTHWEST CORNER OF FRAME DWELLING,
 RJ0092'23.6 FEET NORTH OF A GASLIGHT POST, 6.5 FEET WEST OF UTILITY
 RJ0092'POLE NO. 8-PA, 3-1/2 FEET ABOVE GROUND, BEING HIGHEST POINT IN
 RJ0092'A 3-INCH SQUARE CUT IN TOP OF A 4-FOOT DIAMETER GRAY BOULDER.
 RJ0092
 RJ0092                          STATION RECOVERY (1983)
 RJ0092
 RJ0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0092'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.4 KM
 RJ0092'(0.85 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU,
 RJ0092'IN LAWN OF A LIGHT GREEN DWELLING WITH FLAGPOLE, HIGH POINT ON A
 RJ0092'3-INCH SQUARE CUT IN TOP OF A 4 FEET BY 4 FEET DIAMETER GRAY BOULDER,
 RJ0092'24.1 METERS (79.0 FT) EAST OF CENTERLINE OF HIGHWAY, 11.6 METERS
 RJ0092'(38.0 FT) NORTHWEST OF NORTHWEST CORNER OF A FRAME DWELLING,
 RJ0092'7.2 METERS (23.6 FT) NORTH OF A GAS LIGHT POST, AND 2.0 METERS
 RJ0092'(6.5 FT) WEST OF UTILITY POLE NUMBER 8-PA.
 RJ0092'THE MARK IS 1.1 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0602 ***********************************************************************
 PM0602  DESIGNATION -  GRIFFIN
 PM0602  PID         -  PM0602
 PM0602  STATE/COUNTY-  MI/MASON
 PM0602  USGS QUAD   -  UDELL (1987)
 PM0602
 PM0602                         *CURRENT SURVEY CONTROL
 PM0602  ___________________________________________________________________
 PM0602* NAD 83(1994)-  44 08 21.16636(N)    086 02 54.21404(W)     ADJUSTED  
 PM0602* NAVD 88     -       230.4    (meters)     756.     (feet)  GPS OBS   
 PM0602  ___________________________________________________________________
 PM0602  X           -     315,960.425 (meters)                     COMP
 PM0602  Y           -  -4,573,958.185 (meters)                     COMP
 PM0602  Z           -   4,419,342.061 (meters)                     COMP
 PM0602  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 PM0602  ELLIP HEIGHT-         195.93  (meters)          (07/17/02) GPS OBS
 PM0602  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PM0602
 PM0602  HORZ ORDER  -  FIRST
 PM0602  ELLP ORDER  -  FOURTH    CLASS I
 PM0602
 PM0602.The horizontal coordinates were established by GPS observations
 PM0602.and adjusted by the National Geodetic Survey in February 1997..
 PM0602
 PM0602.The orthometric height was determined by GPS observations and a
 PM0602.high-resolution geoid model.
 PM0602
 PM0602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0602
 PM0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0602
 PM0602.The ellipsoidal height was determined by GPS observations
 PM0602.and is referenced to NAD 83.
 PM0602
 PM0602.The geoid height was determined by GEOID03.
 PM0602
 PM0602;                    North         East     Units Scale Factor Converg.
 PM0602;SPC MI C     -    92,798.783 5,865,439.180   MT  1.00001041   -1 11 16.7
 PM0602;SPC MI C     -   304,457.95 19,243,566.86   iFT  1.00001041   -1 11 16.7
 PM0602;UTM  16      - 4,887,775.309   576,115.755   MT  0.99967125   +0 39 45.8
 PM0602
 PM0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0602!SPC MI C     -   0.99996928  x   1.00001041  =   0.99997969
 PM0602!UTM  16      -   0.99996928  x   0.99967125  =   0.99964054
 PM0602
 PM0602                          SUPERSEDED SURVEY CONTROL
 PM0602
 PM0602  ELLIP H (02/03/97)  195.97   (m)                       GP(       ) 4 1
 PM0602  NAD 83(1986)-  44 08 21.16880(N)    086 02 54.21681(W) AD(       ) 1
 PM0602
 PM0602.Superseded values are not recommended for survey control.
 PM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0602.See file dsdata.txt to determine how the superseded data were derived.
 PM0602
 PM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP7611687775(NAD 83)
 PM0602_MARKER: DD = SURVEY DISK
 PM0602_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 PM0602_SP_SET: PREFAB CONC. POST IN CONCRETE
 PM0602_STAMPING: GRIFFIN 1991
 PM0602_MARK LOGO: USFS  
 PM0602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0602+STABILITY: SURFACE MOTION
 PM0602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0602+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0602
 PM0602  HISTORY     - Date     Condition        Report By
 PM0602  HISTORY     - 1991     MONUMENTED       USFS
 PM0602  HISTORY     - 20010815 GOOD             NGS
 PM0602  HISTORY     - 20040424 GOOD             USPSQD
 PM0602
 PM0602                          STATION DESCRIPTION
 PM0602
 PM0602'DESCRIBED BY US FOREST SERVICE 1991
 PM0602'FROM THE INTERSECTION OF FREESOIL ROAD AND CUSTER ROAD IN FREESOIL
 PM0602'PROCEED EAST ON FREESOIL ROAD 9.0 MI (14.5 KM) TO TYNDALL ROAD
 PM0602'(F.R.5203), TURN NORTH AND GO 2.37 MI (3.81 KM) TO KOENIG ROAD
 PM0602'(F.R.5331), TURN SOUTHWEST AND GO 0.24 MI (0.39 KM) TO STATION ON
 PM0602'RIGHT, 133 FT (40.5 M) NORTH OF THE CENTERLINE OF KOENIG ROAD, ATOP A
 PM0602'SMALL KNOLL IN A RECENT OAK CLEARCUT, 2 FT (0.6 M) SOUTH OF A
 PM0602'FIBERGLASS POST, MAP POSITION IS NEAR THE SOUTHEAST 1/16 CORNER OF
 PM0602'SECTION 12 T20N R15W. STATION MARK IS COMPOSED OF A 3 INCH DIAMETER
 PM0602'BRASS CAP ATOP A 5 INCH SQUARE BY 36 INCH LONG CONCRETE MONUMENT, WITH
 PM0602'REINFORCING ROD, SET 4 INCHES BELOW THE SURFACE AND SURROUNDED BY 300
 PM0602'POUNDS OF REDI-MIX.
 PM0602
 PM0602                          STATION RECOVERY (2001)
 PM0602
 PM0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0602'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0602
 PM0602                          STATION RECOVERY (2004)
 PM0602
 PM0602'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0191 ***********************************************************************
 OJ0191  DESIGNATION -  GRIGGS USLS
 OJ0191  PID         -  OJ0191
 OJ0191  STATE/COUNTY-  MI/SANILAC
 OJ0191  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0191
 OJ0191                         *CURRENT SURVEY CONTROL
 OJ0191  ___________________________________________________________________
 OJ0191* NAD 83(1986)-  43 32 09.     (N)    082 35 06.     (W)     SCALED    
 OJ0191* NAVD 88     -       182.950  (meters)     600.23   (feet)  ADJUSTED  
 OJ0191  ___________________________________________________________________
 OJ0191  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0191  DYNAMIC HT  -         182.915 (meters)     600.11  (feet)  COMP
 OJ0191  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 OJ0191
 OJ0191  VERT ORDER  -  FIRST     CLASS 0
 OJ0191
 OJ0191.The horizontal coordinates were scaled from a topographic map and have
 OJ0191.an estimated accuracy of +/- 6 seconds.
 OJ0191
 OJ0191.The orthometric height was determined by differential leveling
 OJ0191.and adjusted by the National Geodetic Survey in June 1991..
 OJ0191
 OJ0191.The geoid height was determined by GEOID03.
 OJ0191
 OJ0191.The dynamic height is computed by dividing the NAVD 88
 OJ0191.geopotential number by the normal gravity value computed on the
 OJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0191.degrees latitude (g = 980.6199 gals.).
 OJ0191
 OJ0191.The modeled gravity was interpolated from observed gravity values.
 OJ0191
 OJ0191;                    North         East    Units  Estimated Accuracy
 OJ0191;SPC MI S     -   227,670.    4,144,000.      MT  (+/- 180 meters Scaled)
 OJ0191
 OJ0191                          SUPERSEDED SURVEY CONTROL
 OJ0191
 OJ0191  NGVD 29 (??/??/??)  183.065  (m)          600.61   (f) ADJUSTED    1 0
 OJ0191
 OJ0191.Superseded values are not recommended for survey control.
 OJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0191.See file dsdata.txt to determine how the superseded data were derived.
 OJ0191
 OJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ719215(NAD 83)
 OJ0191_MARKER: B = BOLT
 OJ0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0191_SP_SET: BRIDGE
 OJ0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0191
 OJ0191  HISTORY     - Date     Condition        Report By
 OJ0191  HISTORY     - 1970     MONUMENTED       USLS
 OJ0191  HISTORY     - 1970     GOOD             USLS
 OJ0191  HISTORY     - 1980     GOOD             NGS
 OJ0191  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0191
 OJ0191                          STATION DESCRIPTION
 OJ0191
 OJ0191'DESCRIBED BY US LAKE SURVEY 1970
 OJ0191'7.6 MI N FROM PORT SANILAC.
 OJ0191'GRIGGS IS IN SANILAC COUNTY, MICHIGAN, ABOUT 7.6 MILES NORTH
 OJ0191'ON U.S. 25 OF THE INTERSECTION OF HIGHWAY M-46 AND LAKESHORE
 OJ0191'ROAD (U.S. 25) IN PORT SANILAC, ON THE NORTHWEST WING WALL OF
 OJ0191'THE BRIDGE OVER GRIGGS RIVER, 1.0 FEET EAST OF THE WEST FACE AND
 OJ0191'0.7 FEET NORTH OF THE MOST SOUTHERLY FACE OF WING WALL, BEING
 OJ0191'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL BOLT SET
 OJ0191'INTO THE TOP OF THE WALL.  BM GRIGGS 1970.
 OJ0191
 OJ0191                          STATION RECOVERY (1980)
 OJ0191
 OJ0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0191'12.6 KILOMETERS (7.8 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0191'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, SET IN THE WEST END
 OJ0191'OG THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER A CREEK, 7.15
 OJ0191'METERS (23.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 2.3 METERS
 OJ0191'(7.5 FEET) WEST OF THE SOUTHWEST CORNER OF THE NORTH CONCRETE
 OJ0191'PILLAR ON THE WEST SIDE OF THE HIGHWAY, 0.3 METER (1.0 FOOT) EAST
 OJ0191'OF THE WEST EDGE OF THE ABUTMENT, 0.25 METER (0.8 FOOT) NORTH OF
 OJ0191'THE SOUTH EDGE OF THE ABUTMENT.
 OJ0191'THE MARK IS 1.0 M BELOW HIGHWAY.
 OJ0191
 OJ0191                          STATION RECOVERY (1994)
 OJ0191
 OJ0191'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0639 ***********************************************************************
 QK0639  DESIGNATION -  GRIMM
 QK0639  PID         -  QK0639
 QK0639  STATE/COUNTY-  MI/CHEBOYGAN
 QK0639  USGS QUAD   -  WOLVERINE (1986)
 QK0639
 QK0639                         *CURRENT SURVEY CONTROL
 QK0639  ___________________________________________________________________
 QK0639* NAD 83(1994)-  45 21 07.24151(N)    084 36 10.32920(W)     ADJUSTED  
 QK0639* NAVD 88     -       311.8    (meters)    1023.     (feet)  VERTCON   
 QK0639  ___________________________________________________________________
 QK0639  LAPLACE CORR-          -5.13  (seconds)                    DEFLEC99
 QK0639  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0639
 QK0639  HORZ ORDER  -  FIRST
 QK0639
 QK0639.The horizontal coordinates were established by classical geodetic methods
 QK0639.and adjusted by the National Geodetic Survey in February 1997..
 QK0639
 QK0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0639
 QK0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0639
 QK0639.The geoid height was determined by GEOID03.
 QK0639
 QK0639;                    North         East     Units Scale Factor Converg.
 QK0639;SPC MI C     -   226,196.650 5,981,491.737   MT  0.99993812   -0 10 00.7
 QK0639;SPC MI C     -   742,114.99 19,624,316.72   iFT  0.99993812   -0 10 00.7
 QK0639;UTM  16      - 5,024,850.926   687,769.547   MT  1.00003352   +1 42 21.3
 QK0639
 QK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0639!SPC MI C     -   0.99995665  x   0.99993812  =   0.99989477
 QK0639!UTM  16      -   0.99995665  x   1.00003352  =   0.99999017
 QK0639
 QK0639|---------------------------------------------------------------------|
 QK0639| PID    Reference Object                     Distance      Geod. Az  |
 QK0639|                                                           dddmmss.s |
 QK0639| CH1210 GRIMM RM 2                           28.122 METERS 02523     |
 QK0639| CH1211 GRIMM RM 3                           67.671 METERS 13618     |
 QK0639| QK0638 WOLVERINE LOOKOUT TOWER              29.134 METERS 15858     |
 QK0639| CH1209 GRIMM RM 1                           27.371 METERS 26845     |
 QK0639| QK0644 INDIAN RIVER CATH SHRINE CROSS      APPROX. 5.7 KM 3362244.1 |
 QK0639| QK0756 DOUGLAS                             APPROX.23.6 KM 3461946.1 |
 QK0639|---------------------------------------------------------------------|
 QK0639
 QK0639                          SUPERSEDED SURVEY CONTROL
 QK0639
 QK0639  NAD 83(1986)-  45 21 07.23464(N)    084 36 10.33150(W) AD(       ) 1
 QK0639  NAD 27      -  45 21 07.18600(N)    084 36 10.20900(W) AD(       ) 1
 QK0639  NGVD 29 (07/19/86)  311.8    (m)         1023.     (f) VERT ANG       
 QK0639
 QK0639.Superseded values are not recommended for survey control.
 QK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0639.See file dsdata.txt to determine how the superseded data were derived.
 QK0639
 QK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8777024851(NAD 83)
 QK0639_MARKER: DS = TRIANGULATION STATION DISK
 QK0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0639_SP_SET: SQUARE CONCRETE MONUMENT
 QK0639_STAMPING: GRIMM 1956
 QK0639_MARK LOGO: CGS   
 QK0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0639+STABILITY: SURFACE MOTION
 QK0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0639+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 QK0639
 QK0639  HISTORY     - Date     Condition        Report By
 QK0639  HISTORY     - 1956     MONUMENTED       CGS
 QK0639  HISTORY     - 1956     GOOD             CGS
 QK0639  HISTORY     - 1975     GOOD             NGS
 QK0639  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QK0639  HISTORY     - 19880823 GOOD             NGS
 QK0639  HISTORY     - 19920622 GOOD             MIDT
 QK0639
 QK0639                          STATION DESCRIPTION
 QK0639
 QK0639'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0639'THE STATION IS ABOUT 5 MILES NORTH OF WOLVERINE, 4 MILES SOUTH OF
 QK0639'INDIAN RIVER ON A HIGH RIDGE
 QK0639'NEAR THE SITE OF THE WOLVERINE LOOKOUT TOWER ON PROPERTY OWNED BY MR.
 QK0639'FRANK GRIMM.  IT IS 84 FEET
 QK0639'NORTH OF THE NORTHWEST LEG OF THE LOOKOUT TOWER, 57 FEET
 QK0639'NORTH OF THE CENTERLINE OF THE ROAD AROUND THE
 QK0639'LOOKOUT TOWER, 96 FEET EAST OF A FENCE
 QK0639'LINE AND 4 FEET NORTHEAST OF A WHITE WITNESS POST.  THE MARK
 QK0639'PROJECTS 2 INCHES AND THE DISK IS
 QK0639'STAMPED GRIMM 1956.
 QK0639'
 QK0639'TO REACH THE STATION FROM THE RAILROAD DEPOT IN INDIAN RIVER, GO
 QK0639'SOUTH ON U.S.  HIGHWAY 27
 QK0639'FOR 1.35 MILES TO THE JUNCTION WITH STATE HIGHWAY 68.  CONTINUE SOUTH
 QK0639'ON HIGHWAY 27 FOR 1.55 MILES TO
 QK0639'A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL ROAD
 QK0639'FOR 0.65 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 QK0639'AND GO EAST ON GRAVEL ROAD FOR 0.6 MILE
 QK0639'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON THE SAND ROAD FOR
 QK0639'1.25 MILES TO A SIDE ROAD
 QK0639'RIGHT.  TURN RIGHT AND GO WEST ON SAND ROAD FOR 0.15 MILE TO THE
 QK0639'LOOKOUT TOWER AND THE STATION.
 QK0639'
 QK0639'REFERENCE MARK 1 IS AT THE WEST EDGE OF A SMALL OPENING IN THE WOODS,
 QK0639'12 FEET EAST OF THE FENCE
 QK0639'LINE AND 87 FEET WEST OF THE WHITE WITNESS POST.  THE MARK PROJECTS
 QK0639'3 INCHES AND THE DISK IS STAMPED
 QK0639'GRIMM NO 1 1956.
 QK0639'
 QK0639'REFERENCE MARK 2 IS 36 FEET EAST OF A 10 INCH TRIANGLE BLAZED TREE
 QK0639'AND 96 FEET NORTHEAST OF
 QK0639'THE WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QK0639'STAMPED GRIMM NO 2 1956.
 QK0639'
 QK0639'REFERENCE MARK 3 IS 18 FEET SOUTH OF THE CENTERLINE OF THE SAND ROAD
 QK0639'LEADING TO THE LOOKOUT
 QK0639'TOWER, 27 FEET EAST OF AN 8 INCH MAPLE TREE AND 1 FOOT NORTH OF A
 QK0639'WHITE WITNESS POST.  THE MARK
 QK0639'PROJECTS 6 INCHES AND THE DISK IS STAMPED GRIMM NO 3 1956.
 QK0639'
 QK0639'THERE WAS NO SUITABLE PLACE AT THIS TIME TO ESTABLISH AN AZIMUTH
 QK0639'MARK.  REFERENCE MARK 3 WAS
 QK0639'ESTABLISHED AT THE FARTHEST DISTANCE POSSIBLE, AND LOCATED WITH
 QK0639'PRECISE PROCEDURES SO THAT AN
 QK0639'AZIMUTH BETTER THAN THE ORDINARY REFERENCE MARK WOULD BE
 QK0639'AVAILABLE.
 QK0639'
 QK0639'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 QK0639
 QK0639                          STATION RECOVERY (1956)
 QK0639
 QK0639'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 QK0639'RECOVERED IN GOOD CONDITION.
 QK0639
 QK0639                          STATION RECOVERY (1975)
 QK0639
 QK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0639'NO MEASUREMENT BETWEEN RMS DUE TO TREES ON LINE.
 QK0639'
 QK0639'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 QK0639'
 QK0639'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED AND
 QK0639'FOUND IN GOOD CONDITION AS DESCRIBED.  A CHECK WAS MADE FOR
 QK0639'DISTANCE AND DIRECTION AND WERE FOUND ADEQUATE.  THE LOOKOUT
 QK0639'TOWER IS STILL THERE, BUT NOT IN USE AS LOOKOUT TOWER.  IT IS
 QK0639'USED AS RADIO RELAY STATION.  THE STATION IS NOW ON PROPERTY
 QK0639'OWNED BY MR. JOHN F. MCCARTHY, 2042 MONROE, DEARBORN, MICHIGAN
 QK0639'48124, PHONE NUMBER 278-5342.  THE 1956 ROUTE TO THE STATION
 QK0639'IS NO LONGER ADEQUATE DUE TO INTERSTATE HIGHWAY 75.  A NEW AND
 QK0639'COMPLETE DESCRIPTION FOLLOWS.
 QK0639'
 QK0639'THE STATION IS ABOUT 5 MILES NORTH OF WOLVERINE, 4 MILES SOUTH OF
 QK0639'INDIAN RIVER, 1 MILE EAST OF INTERSTATE HIGHWAY 75 AND ON A HIGH
 QK0639'RIDGE NEAR THE SITE OF THE LOCALLY KNOWN WOLVERINE LOOKOUT TOWER.
 QK0639'IT IS ON PROPERTY OWNED BY MR. JOHN F. MCCARTHY 2042 MONROE,
 QK0639'DEARBORN, MICHIGAN 48124, PHONE NUMBER 278-5342.
 QK0639'
 QK0639'TO REACH THE STATION FROM THE POST OFFICE IN WOLVERINE GO NORTH ON
 QK0639'STRAITS HIGHWAY (OLD U.S. HIGHWAY 27) FOR 3.1 MILES TO A SIDE
 QK0639'ROAD RIGHT.  TURN RIGHT AND GO EAST ON RONDO ROAD FOR 1.5 MILES TO
 QK0639'TWO BRIDGES OVER INTERSTATE HIGHWAY 75.  CONTINUE EAST FOR 0.25
 QK0639'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON A
 QK0639'GRAVELED ROAD FOR 2.6 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 QK0639'WEST ON A SAND TRACK ROAD FOR 0.25 MILE TO LOOKOUT TOWER AND
 QK0639'STATION AS DESCRIBED.
 QK0639'
 QK0639'STATION MARKS ARE STANDARD DISKS STAMPED GRIMM 1956.  THE SURFACE
 QK0639'DISK IS SET IN THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT
 QK0639'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 94.5 FEET
 QK0639'WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN ATTACHED, 91.8
 QK0639'FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED AND 84
 QK0639'FEET NORTH OF THE NORTHWEST LEG OF LOOKOUT TOWER.  THE
 QK0639'UNDERGROUND MARK IS A STANDARD DISK SET IN THE TOP OF AN
 QK0639'IRREGULAR MASS OF CONCRETE ASSUMED 42 INCHES BELOW THE GROUND
 QK0639'SURFACE.
 QK0639'
 QK0639'REFERENCE MARK 1, A STANDARD DISK STAMPED GRIMM NO 1 1956, IS SET
 QK0639'IN THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS 3
 QK0639'INCHES ABOVE THE GROUND SURFACE.  IT IS 79 FEET EAST OF THE CENTER
 QK0639'OF POWERLINE RIGHT-OF-WAY AND 1.8 FEET EAST OF METAL WITNESS POST
 QK0639'WITH SIGN.
 QK0639'
 QK0639'REFERENCE MARK 2, A STANDARD DISK STAMPED GRIMM NO 2 1956, IS SET
 QK0639'IN THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS
 QK0639'3 INCHES ABOVE GROUND SURFACE.  IT IS 2.2 FEET SOUTHWEST OF
 QK0639'WITNESS POST.
 QK0639'
 QK0639'REFERENCE MARK 3, A STANDARD DISK STAMPED GRIMM NO 3 1956, IS SET
 QK0639'IN THE TOP OF A 12 BY 12-INCH CONCRETE MONUMENT THAT PROJECTS 3
 QK0639'INCHES ABOVE THE GROUND SURFACE.  IT IS 17.5 FEET SOUTH OF THE
 QK0639'APPROXIMATE CENTER OF SAND TRACK ROAD, 9.1 FEET EAST OF A
 QK0639'POWERLINE POLE NUMBER 56 WITH TRANSFORMER ATTACHED, 2 FEET
 QK0639'NORTH-NORTHWEST OF A 4 BY 4-INCH WOOD WITNESS POST AND 1.5 FEET
 QK0639'EAST OF METAL WITNESS POST.
 QK0639'
 QK0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH
 QK0639'OF INDIAN RIVER.
 QK0639'
 QK0639'HEIGHT OF LIGHT ABOVE STATION MARK 99.4 FEET.
 QK0639
 QK0639                          STATION RECOVERY (1976)
 QK0639
 QK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 QK0639'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN
 QK0639'GOOD CONDITION.  THE STATION WAS NOT OCCUPIED AT THIS TIME AND
 QK0639'WAS ONLY USED AS A CHECK ANGLE LINE.  IT WAS OCCUPIED IN 1975
 QK0639'AND THE DESCRIPTION OF THAT DATE IS ADEQUATE IN ALL RESPECTS.
 QK0639'
 QK0639'DESCRIBED BY R.H. KOKESH
 QK0639
 QK0639                          STATION RECOVERY (1988)
 QK0639
 QK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 QK0639'RECOVERED IN GOOD CONDITION.
 QK0639
 QK0639                          STATION RECOVERY (1992)
 QK0639
 QK0639'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0639'IS IN THE SOUTHWEST 1/4 OF SECTION 7, T-34-N, R-2-W, ELLIS TOWNSHIP.
 QK0639'ABOUT 5.3 MILES (8.5 KM) SOUTHWEST OF AFTON, 3.6 MILES (5.8 KM) SOUTH
 QK0639'OF INDIAN RIVER AND ON THE PROPERTY OF R. GRAHAM. TO REACH FROM THE
 QK0639'INTERCHANGE OF INTERSTATE HIGHWAY 75 AND STATE HIGHWAY M-68 ABOUT 1/2
 QK0639'MILE EAST OF INDIAN RIVER, GO EAST ALONG HIGHWAY M-68 FOR 0.17 MILES
 QK0639'(0.27 KM) TO BRUDY ROAD ON RIGHT.  TURN RIGHT AND GO SOUTH FOR 3.54
 QK0639'MILES (5.70 KM) TO DIRT DRIVE ON RIGHT. FOLLOW DIRT DRIVE
 QK0639'WEST-NORTHWEST ALONG A POLWE LINE FOR 0.11 MILE (0.18 KM) TO REFERENCE
 QK0639'MARK 3. CONTINUE 0.04 MILE (0.06 KM) NORTHWEST TO STATION ON LEFT,
 QK0639'DISK IN CONCRETE FLUSH WITH GROUND SURFACE, 222.2 FEET (67.7 M)
 QK0639'NORTHWEST OF REFERENCE MARK 3, 95.6 FEET (29.1 M) NORTH-NORTHWEST OF
 QK0639'WOLVERINE LOOKOUT TOWER REMAINS, 92.27 FEET (28.12 M) SOUTH OF
 QK0639'REFERENCE MARK 2, 89.8 FEET (27.4 M) EAST OF REFERENCE MARK 1 AND 2.5
 QK0639'FEET (0.8 M) EAST OF A METAL WITNESS POST WITH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0218 ***********************************************************************
 OJ0218  DESIGNATION -  GRISTMILL USLS
 OJ0218  PID         -  OJ0218
 OJ0218  STATE/COUNTY-  MI/HURON
 OJ0218  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0218
 OJ0218                         *CURRENT SURVEY CONTROL
 OJ0218  ___________________________________________________________________
 OJ0218* NAD 83(1986)-  43 50 39.     (N)    082 38 54.     (W)     SCALED    
 OJ0218* NAVD 88     -       179.677  (meters)     589.49   (feet)  ADJUSTED  
 OJ0218  ___________________________________________________________________
 OJ0218  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0218  DYNAMIC HT  -         179.647 (meters)     589.39  (feet)  COMP
 OJ0218  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 OJ0218
 OJ0218  VERT ORDER  -  FIRST     CLASS 0
 OJ0218
 OJ0218.The horizontal coordinates were scaled from a topographic map and have
 OJ0218.an estimated accuracy of +/- 6 seconds.
 OJ0218
 OJ0218.The orthometric height was determined by differential leveling
 OJ0218.and adjusted by the National Geodetic Survey in June 1991..
 OJ0218
 OJ0218.The geoid height was determined by GEOID03.
 OJ0218
 OJ0218.The dynamic height is computed by dividing the NAVD 88
 OJ0218.geopotential number by the normal gravity value computed on the
 OJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0218.degrees latitude (g = 980.6199 gals.).
 OJ0218
 OJ0218.The modeled gravity was interpolated from observed gravity values.
 OJ0218
 OJ0218;                    North         East    Units  Estimated Accuracy
 OJ0218;SPC MI S     -   261,810.    4,138,180.      MT  (+/- 180 meters Scaled)
 OJ0218
 OJ0218                          SUPERSEDED SURVEY CONTROL
 OJ0218
 OJ0218  NGVD 29 (??/??/??)  179.787  (m)          589.85   (f) ADJUSTED    1 0
 OJ0218
 OJ0218.Superseded values are not recommended for survey control.
 OJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0218.See file dsdata.txt to determine how the superseded data were derived.
 OJ0218
 OJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ675558(NAD 83)
 OJ0218_MARKER: Q = CHISELED SQUARE
 OJ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0218_SP_SET: SILL
 OJ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0218
 OJ0218  HISTORY     - Date     Condition        Report By
 OJ0218  HISTORY     - 1921     MONUMENTED       USLS
 OJ0218  HISTORY     - 1970     GOOD             USLS
 OJ0218  HISTORY     - 1976     GOOD             NOS
 OJ0218  HISTORY     - 1980     GOOD             NGS
 OJ0218
 OJ0218                          STATION DESCRIPTION
 OJ0218
 OJ0218'DESCRIBED BY US LAKE SURVEY 1970
 OJ0218'AT HARBOR BEACH.
 OJ0218'GRISTMILL IS AT HARBOR BEACH, HURON COUNTY, MICHIGAN, SOUTHWEST
 OJ0218'ACROSS ROAD FROM THE HERCULES POWDER INC. OFFICE BUILDING, ON
 OJ0218'EAST SIDE OF RED BRICK BUILDING, 35.5 FEET FROM THE NORTHEAST
 OJ0218'CORNER, ON TOP OF CONCRETE SILL OF A BASEMENT WINDOW, 1.2 FEET
 OJ0218'FROM NORTH SIDE OF THE WINDOW OPENING, 1 FOOT ABOVE THE GROUND,
 OJ0218'BEING HIGHEST POINT IN A 1-1/2-INCH SQUARE CUT IN THE CONCRETE.
 OJ0218'BM GRISTMILL 1921
 OJ0218
 OJ0218                          STATION RECOVERY (1976)
 OJ0218
 OJ0218'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0218'SOUTHWEST ACROSS ROAD FROM THE HERCULES POWDER INC. OFFICE BUILDING,
 OJ0218'ON EAST SIDE OF RED BRICK BUILDING, 35.5 FT. SROM THE NORTHEAST CORNER
 OJ0218'ON TOP OF CONCRETE SILL OF A BASEMENT WINDOW, 1.2 FT. FROM NORTH SIDE
 OJ0218'OF THE WINDOW OPENING, 1 FOOT ABOVE THE GROUND, BEING HIGHEST POINT
 OJ0218'IN A 1 1/2 INCH SQUARE CUT INTO THE CONCRETE.
 OJ0218
 OJ0218                          STATION RECOVERY (1980)
 OJ0218
 OJ0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0218'IN HARBOR BEACH, ON THE PROPERTY OF HERCULES POWDER INC., IN THE MOST
 OJ0218'NORTHEASTERLY OF 3 WINDOW SILLS ON THE SOUTHEAST SIDE OF THE
 OJ0218'BUILDING NUMBER 8206, WHICH IS THE FIRST BUILDING SOUTHWES
 OJ0218'AND ACROSS A PAVED ROAD FROM THE MAIN OFFICE BUILDIND, AND
 OJ0218'10.8 METERS (35.5 FEET) SOUTHWEST OF THE EAST CORNER OF
 OJ0218'BUILDING NUMBER 8206.
 OJ0218'THE MARK IS 0.3 M ABOVE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0775 ***********************************************************************
 QK0775  DESIGNATION -  GROS CAP
 QK0775  PID         -  QK0775
 QK0775  STATE/COUNTY-  MI/MACKINAC
 QK0775  USGS QUAD   -  MORAN (1976)
 QK0775
 QK0775                         *CURRENT SURVEY CONTROL
 QK0775  ___________________________________________________________________
 QK0775* NAD 83(1994)-  45 52 57.75106(N)    084 50 07.26290(W)     ADJUSTED  
 QK0775* NAVD 88     -       222.     (meters)     728.     (feet)  SCALED    
 QK0775  ___________________________________________________________________
 QK0775  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 QK0775  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0775
 QK0775  HORZ ORDER  -  FIRST
 QK0775
 QK0775.The horizontal coordinates were established by classical geodetic methods
 QK0775.and adjusted by the National Geodetic Survey in February 1997..
 QK0775
 QK0775.The orthometric height was scaled from a topographic map.
 QK0775
 QK0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0775
 QK0775.The geoid height was determined by GEOID03.
 QK0775
 QK0775;                    North         East     Units Scale Factor Converg.
 QK0775;SPC MI N     -   124,483.345 8,168,001.737   MT  0.99992738   +1 33 52.5
 QK0775;SPC MI N     -   408,409.92 26,797,905.96   iFT  0.99992738   +1 33 52.5
 QK0775;UTM  16      - 5,083,294.169   667,966.430   MT  0.99994685   +1 33 15.8
 QK0775
 QK0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0775!SPC MI N     -   0.99997073  x   0.99992738  =   0.99989811
 QK0775!UTM  16      -   0.99997073  x   0.99994685  =   0.99991758
 QK0775
 QK0775:                Primary Azimuth Mark                     Grid Az
 QK0775:SPC MI N     -  ST IGNACE TELEPHONE CO MAST              106 59 08.8
 QK0775:UTM  16      -  ST IGNACE TELEPHONE CO MAST              106 59 45.5
 QK0775
 QK0775|---------------------------------------------------------------------|
 QK0775| PID    Reference Object                     Distance      Geod. Az  |
 QK0775|                                                           dddmmss.s |
 QK0775| QK0735 ST IGNACE TELEPHONE CO MAST         APPROX. 9.9 KM 1083301.3 |
 QK0775| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX.10.9 KM 1292842.3 |
 QK0775| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX.11.5 KM 1341618.0 |
 QK0775| QK0786 MACKINAW CITY RAD KQL 25 MAST       APPROX.14.0 KM 1520749.9 |
 QK0775| QK0281 GROS CAP AZ MK                                     1541500.1 |
 QK0775| CH1215 GROS CAP RM 3                        11.110 METERS 21532     |
 QK0775| CH1213 GROS CAP RM 1                         0.125 METERS 22924     |
 QK0775| QK0792 WAUGOSHANCE LH USLS 1902            APPROX.22.6 KM 2420336.3 |
 QK0775| CH1214 GROS CAP RM 2                        15.615 METERS 30932     |
 QK0775|---------------------------------------------------------------------|
 QK0775
 QK0775                          SUPERSEDED SURVEY CONTROL
 QK0775
 QK0775  NAD 83(1986)-  45 52 57.74428(N)    084 50 07.26178(W) AD(       ) 1
 QK0775  NAD 27      -  45 52 57.70071(N)    084 50 07.06589(W) AD(       ) 1
 QK0775
 QK0775.Superseded values are not recommended for survey control.
 QK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0775.See file dsdata.txt to determine how the superseded data were derived.
 QK0775
 QK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6796683294(NAD 83)
 QK0775_MARKER: Z = SEE DESCRIPTION
 QK0775_SETTING: 0 = UNSPECIFIED SETTING
 QK0775
 QK0775  HISTORY     - Date     Condition        Report By
 QK0775  HISTORY     - 1851     MONUMENTED       USLS
 QK0775  HISTORY     - 1902     SEE DESCRIPTION  USLS
 QK0775  HISTORY     - 1949     SEE DESCRIPTION  USLS
 QK0775  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QK0775  HISTORY     - 1975     GOOD             MIDH
 QK0775  HISTORY     - 19950702 GOOD             USPSQD
 QK0775
 QK0775                          STATION DESCRIPTION
 QK0775
 QK0775'DESCRIBED BY US LAKE SURVEY 1902
 QK0775'ON NORTH SHORE OF STRAITS OF MACKINAC, ABOUT 2 MILES NORTHEAST OF ST.
 QK0775'HELENA ISLAND, 1 MILE
 QK0775'NORTHWEST OF GROS CAP, AT TOP OF STEEP WOODED BLUFF ABOUT 325 FEET
 QK0775'EAST OF 15-FOOT ROADWAY RUNNING
 QK0775'NORTH-AND-SOUTH AT THIS POINT.  MARKED BY 40-
 QK0775'FOOT POLE IN HOLE IN LIMESTONE 15 INCHES SQUARE
 QK0775'AND 2-1/2 FEET DEEP.  NEAR CENTER OF
 QK0775'THIS HOLE SPIKE WAS DRIVEN INTO LIMESTONE CREVICE.  IN 1902, TWO
 QK0775'REFERENCE MARKS, CONCRETE
 QK0775'MONUMENTS MARKED U.S. 1902, WERE ESTABLISHED, ONE 36.5 FEET FROM
 QK0775'STATION, ON LINE TO ST.
 QK0775'HELENA LIGHTHOUSE, AND BEARING S. 35 DEG 32 MIN W., AND ANOTHER
 QK0775'332 FEET FROM STATION, ON WEST SIDE OF
 QK0775'ROADWAY AT FOOT OF BLUFF, AND BEARING S.
 QK0775'54 DEG 45 MIN W.
 QK0775
 QK0775                          STATION RECOVERY (1949)
 QK0775
 QK0775'RECOVERY NOTE BY US LAKE SURVEY 1949
 QK0775'STATION RECOVERED IN GOOD CONDITION.  LOCATED 95 FT. W OF THE
 QK0775'CENTERLINE OF U.S.
 QK0775'HIGHWAY 2, 44 FT. FROM THE EDGE OF A BLUFF.  MARKED
 QK0775'WITH A SPIKE, SET INTO THE
 QK0775'BOTTOM OF A 15-IN. SQUARE 2 FT. DEEP
 QK0775'HOLE IN A LIMESTONE ROCK.  SURFACE MONUMENT
 QK0775'IS A 7-IN. CEDAR POST
 QK0775'WITH A THREE-SIDED TOP, PROJECTING 4 FT. ABOVE GROUND, AND
 QK0775'INSCRIBED WITH A
 QK0775'5-IN. TRIANGLE AND THE LETTERS USLS.
 QK0775'
 QK0775'REFERENCE MONUMENT 1 IS A BRONZE DISK, SET IN THE BOTTOM OF
 QK0775'THE SAME HOLE AS
 QK0775'THE STATION MARK, 0.41 FT. SW OF THE STATION.
 QK0775'
 QK0775'REFERENCE MONUMENT 2 IS A BRONZE DISK, IN THE TOP OF A 12-IN.
 QK0775'CONCRETE MONUMENT
 QK0775'PROJECTING 12 IN. ABOVE GROUND SURFACE, BEARS
 QK0775'(TRUE) N 50 DEG 25 MIN W, 51.2 FT.
 QK0775'FROM THE STATION.
 QK0775'
 QK0775'REFERENCE MONUMENT 3 IS THE CENTER OF A 12- BY 12-IN. CONCRETE
 QK0775'MONUMENT INSCRIBED
 QK0775'US 1902, PROJECTING 3 IN. ABOVE GROUND,
 QK0775'BEARS (TRUE) S 35 DEG 32 MIN W, 36.4
 QK0775'FT. FROM THE STATION.
 QK0775'
 QK0775'NAIL IN A BLAZED 10-IN. MAPLE TREE BEARS S 44 DEG 16 MIN E, 28.5
 QK0775'FT. FROM THE
 QK0775'STATION.
 QK0775'
 QK0775'NAIL IN A BLAZED 12-IN. CEDAR TREE BEARS S 84 DEG 14 MIN W, 25.5
 QK0775'FT. FROM THE
 QK0775'STATION.
 QK0775'
 QK0775'TO REACH FROM THE RAILWAY STATION IN ST. IGNACE, PROCEED W
 QK0775'ALONG U.S. HIGHWAY
 QK0775'2 FOR 7.2 MI., THEN GO W ACROSS A SMALL CLEARING
 QK0775'FOR 95 FT. TO THE STATION.
 QK0775
 QK0775                          STATION RECOVERY (1965)
 QK0775
 QK0775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0775'THE STATION, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 QK0775'CONDITION.  THE
 QK0775'DISTANCES TO ALL THE MARKS CHECKED.  NO PREVIOUS
 QK0775'DIRECTIONS WERE AVAILABLE
 QK0775'THEREFORE THE DIRECTION COULD NOT BE CHECKED.
 QK0775'AN AZIMUTH MARK WAS ESTABLISHED AT THIS
 QK0775'TIME.
 QK0775'
 QK0775'A COMPLETE NEW DESCRIPTION FOLLOWS-
 QK0775'
 QK0775'STATION IS ABOUT 2 MILES NORTHEAST OF ST. HELENA ISLAND, 5 MILES
 QK0775'WEST-NORTHWEST OF
 QK0775'ST. IGNACE AND ON STATE PROPERTY.
 QK0775'
 QK0775'TO REACH FROM WHERE U.S. HIGHWAY 2 PASSES OVER INTERSTATE HIGHWAY
 QK0775'75 JUST NORTH OF
 QK0775'THE STRAITS OF MACKINAC BRIDGE, GO WEST AND NORTHWEST
 QK0775'ON U.S. HIGHWAY 2 FOR 5.8 MILES TO
 QK0775'THE BEACH HAVEN CABINS AND THE
 QK0775'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST ON
 QK0775'HIGHWAY 2 FOR 0.35
 QK0775'MILE TO THE STATION ON THE LEFT ABOUT 200 FEET SOUTHEAST OF AN
 QK0775'ENTRANCE TO A
 QK0775'ROADSIDE PARK.
 QK0775'
 QK0775'STATION MARK IS A 3/4 INCH IRON BOLT WEDGED IN CREVICE IN A FLAT
 QK0775'ROCK 2 FEET BELOW
 QK0775'THE SURFACE OF THE GROUND.  IT IS 22 FEET SOUTH OF A
 QK0775'12 INCH BIRCH TREE, 33 FEET WEST OF
 QK0775'A 12 INCH BIRCH TREE, 55 FEET SOUTH
 QK0775'WEST OF A 13 INCH BIRCH TREE WITH A TRIANGULAR BLAZE
 QK0775'ON THE NORTH SIDE.
 QK0775'AND 97 FEET SOUTHWEST OF THE CENTERLINE OF HIGHWAY 2.
 QK0775'
 QK0775'REFERENCE MARK NO. 1, IS A LAKE SURVEY DISK CEMENTED IN A DRILL
 QK0775'HOLE IN THE SAME
 QK0775'FLAT ROCK THAT THE STATION IS IN.  IT IS STAMPED GROS
 QK0775'CAP 1851 AND IS 2 FEET BELOW THE
 QK0775'SURFACE OF THE GROUND.
 QK0775'
 QK0775'REFERENCE MARK NO. 2, IS A LAKE SURVEY DISK STAMPED GROS CAP 1851,
 QK0775'IS SET IN A ROUND
 QK0775'CONCRETE MONUMENT WHICH PROJECTS 13 INCHES.  IT IS 2
 QK0775'FEET NORTH OF A 10 INCH BIRCH TREE
 QK0775'AND 20 FEET SOUTHWEST OF A 12 INCH
 QK0775'MAPLE TREE.
 QK0775'
 QK0775'REFERENCE MARK NO. 3 IS A CROSS CHISLED IN THE TOP OF A 12 X 12
 QK0775'INCH SQUARE
 QK0775'CONCRETE MONUMENT WHICH PROJECTS 1 INCH AND HAS US 1902
 QK0775'INSCRIBED ON THE TOP.  IT IS
 QK0775'12 FEET NORTHEAST OF THE EDGE OF A BLUFF
 QK0775'AND 12 FEET SOUTHEAST OF AN 8 INCH CEDAR TREE.
 QK0775'
 QK0775'AZIMUTH MARK, A STANDARD DISK STAMPED GROS CAP USLS 1965, IS SET IN
 QK0775'A ROUND CONCRETE
 QK0775'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.
 QK0775'IT IS 4 FEET NORTHEAST OF A METAL
 QK0775'WITNESS POST, 46 FEET NORTHEAST OF THE
 QK0775'CENTERLINE OF U.S. HIGHWAY 2 AND 47 FEET SOUTHEAST
 QK0775'OF THE CENTER OF A
 QK0775'DRIVEWAY.
 QK0775'
 QK0775'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
 QK0775
 QK0775                          STATION RECOVERY (1975)
 QK0775
 QK0775'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (MAC)
 QK0775'STATION RECOVERED GOOD.
 QK0775'
 QK0775'STATION RECOVERED AS DESCRIBED, OTHER MARKS RECOVERED AS DESCRIBED
 QK0775'ALSO.
 QK0775'
 QK0775'DISTANCE AND DIRECTION FROM NEAREST TOWN--5.8 MILES WEST OF
 QK0775'ST. IGNACE.
 QK0775
 QK0775                          STATION RECOVERY (1995)
 QK0775
 QK0775'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0281 ***********************************************************************
 QK0281  DESIGNATION -  GROS CAP AZ MK
 QK0281  PID         -  QK0281
 QK0281  STATE/COUNTY-  MI/MACKINAC
 QK0281  USGS QUAD   -  MORAN (1976)
 QK0281
 QK0281                         *CURRENT SURVEY CONTROL
 QK0281  ___________________________________________________________________
 QK0281* NAD 83(1986)-  45 52 50.     (N)    084 50 02.     (W)     SCALED    
 QK0281* NAVD 88     -       218.658  (meters)     717.38   (feet)  ADJUSTED  
 QK0281  ___________________________________________________________________
 QK0281  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0281  DYNAMIC HT  -         218.668 (meters)     717.41  (feet)  COMP
 QK0281  MODELED GRAV-     980,656.2   (mgal)                       NAVD 88
 QK0281
 QK0281  VERT ORDER  -  FIRST     CLASS 0
 QK0281
 QK0281.The horizontal coordinates were scaled from a topographic map and have
 QK0281.an estimated accuracy of +/- 6 seconds.
 QK0281
 QK0281.The orthometric height was determined by differential leveling
 QK0281.and adjusted by the National Geodetic Survey in June 1991..
 QK0281
 QK0281.The geoid height was determined by GEOID03.
 QK0281
 QK0281.The dynamic height is computed by dividing the NAVD 88
 QK0281.geopotential number by the normal gravity value computed on the
 QK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0281.degrees latitude (g = 980.6199 gals.).
 QK0281
 QK0281.The modeled gravity was interpolated from observed gravity values.
 QK0281
 QK0281;                    North         East    Units  Estimated Accuracy
 QK0281;SPC MI N     -   124,250.    8,168,120.      MT  (+/- 180 meters Scaled)
 QK0281
 QK0281                          SUPERSEDED SURVEY CONTROL
 QK0281
 QK0281  NGVD 29 (??/??/92)  218.703  (m)          717.53   (f) ADJ UNCH    1 0
 QK0281
 QK0281.Superseded values are not recommended for survey control.
 QK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0281.See file dsdata.txt to determine how the superseded data were derived.
 QK0281
 QK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR680830(NAD 83)
 QK0281_MARKER: DZ = AZIMUTH MARK DISK
 QK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0281_STAMPING: GROS CAP USLS 1965
 QK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0281+STABILITY: SURFACE MOTION
 QK0281
 QK0281  HISTORY     - Date     Condition        Report By
 QK0281  HISTORY     - 1965     MONUMENTED       CGS
 QK0281  HISTORY     - 1972     GOOD             NGS
 QK0281  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0281
 QK0281                          STATION DESCRIPTION
 QK0281
 QK0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0281'5.8 MI NW FROM ST IGNACE.
 QK0281'ABOUT 5.75 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE I 75
 QK0281'UNDERPASS AT ST. IGNACE, IN THE LAWN OF THE BIRCH HAVEN MOTEL,
 QK0281'46 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 QK0281'SOUTH OF THE CENTER LINE OF THE NORTH ONE OF 3 DRIVES TO THE
 QK0281'MOTEL, 68 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 QK0281'NORTH DRIVEWAY, 3.9 FEET NORTHEAST OF A METAL WITNESS POST,
 QK0281'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QK0281'POST FLUSH WITH THE LEVEL OF THE GROUND.
 QK0281
 QK0281                          STATION RECOVERY (1995)
 QK0281
 QK0281'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1135 ***********************************************************************
 RJ1135  DESIGNATION -  GROS CAP REEFS LIGHT
 RJ1135  PID         -  RJ1135
 RJ1135  STATE/COUNTY-  MI/CHIPPEWA
 RJ1135  USGS QUAD   -  KINROSS (1975)
 RJ1135
 RJ1135                         *CURRENT SURVEY CONTROL
 RJ1135  ___________________________________________________________________
 RJ1135* NAD 83(1994)-  46 30 43.84502(N)    084 36 55.03848(W)     ADJUSTED  
 RJ1135* NAVD 88     -                                                        
 RJ1135  ___________________________________________________________________
 RJ1135  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 RJ1135  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ1135
 RJ1135  HORZ ORDER  -  THIRD
 RJ1135
 RJ1135.The horizontal coordinates were established by classical geodetic methods
 RJ1135.and adjusted by the National Geodetic Survey in February 1997..
 RJ1135
 RJ1135
 RJ1135.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1135
 RJ1135.The geoid height was determined by GEOID03.
 RJ1135
 RJ1135;                    North         East     Units Scale Factor Converg.
 RJ1135;SPC MI N     -   194,904.321 8,182,971.811   MT  0.99991066   +1 43 25.1
 RJ1135;SPC MI N     -   639,449.87 26,847,020.38   iFT  0.99991066   +1 43 25.1
 RJ1135;UTM  16      - 5,153,719.564   682,939.836   MT  1.00001139   +1 43 50.3
 RJ1135
 RJ1135                          SUPERSEDED SURVEY CONTROL
 RJ1135
 RJ1135  NAD 83(1986)-  46 30 43.82136(N)    084 36 55.04618(W) AD(       ) 4
 RJ1135  NAD 27      -  46 30 43.76043(N)    084 36 54.85151(W) AD(       ) 3
 RJ1135
 RJ1135.Superseded values are not recommended for survey control.
 RJ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1135.See file dsdata.txt to determine how the superseded data were derived.
 RJ1135
 RJ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8294053720(NAD 83)
 RJ1135_MARKER: 14 = NAVIGATION LIGHT
 RJ1135_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1135
 RJ1135  HISTORY     - Date     Condition        Report By
 RJ1135  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1135  HISTORY     - 19940723 GOOD             USPSQD
 RJ1135
 RJ1135                          STATION DESCRIPTION
 RJ1135
 RJ1135'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1135'THE STATION, GROS CAP REEFS LIGHT, IS THE CENTER OF THE RED
 RJ1135'LIGHT ATOP THE LARGE STRUCTURE.
 RJ1135'
 RJ1135'THE STATION IS LOCATED AT THE MOUTH OF THE SAINT
 RJ1135'MARYS RIVER ON A STRUCTURE LOCATED ON GROS CAP REEFS.
 RJ1135
 RJ1135                          STATION RECOVERY (1994)
 RJ1135
 RJ1135'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1404 ***********************************************************************
 NE1404  DESIGNATION -  GROSSE ILE PKWY LSC 1974
 NE1404  PID         -  NE1404
 NE1404  STATE/COUNTY-  MI/WAYNE
 NE1404  USGS QUAD   -  WYANDOTTE (1981)
 NE1404
 NE1404                         *CURRENT SURVEY CONTROL
 NE1404  ___________________________________________________________________
 NE1404* NAD 83(1994)-  42 07 38.41063(N)    083 10 22.45265(W)     ADJUSTED  
 NE1404* NAVD 88     -       180.5    (meters)     592.     (feet)  VERTCON   
 NE1404  ___________________________________________________________________
 NE1404  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 NE1404  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE1404
 NE1404  HORZ ORDER  -  SECOND
 NE1404
 NE1404.The horizontal coordinates were established by classical geodetic methods
 NE1404.and adjusted by the National Geodetic Survey in February 1997..
 NE1404
 NE1404.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1404
 NE1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1404
 NE1404.The geoid height was determined by GEOID03.
 NE1404
 NE1404;                    North         East     Units Scale Factor Converg.
 NE1404;SPC MI S     -    70,383.713 4,098,702.823   MT  0.99999364   +0 48 44.6
 NE1404;SPC MI S     -   230,917.69 13,447,187.74   iFT  0.99999364   +0 48 44.6
 NE1404;UTM  17      - 4,666,199.374   320,400.128   MT  0.99999691   -1 27 28.5
 NE1404
 NE1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1404!SPC MI S     -   0.99997715  x   0.99999364  =   0.99997079
 NE1404!UTM  17      -   0.99997715  x   0.99999691  =   0.99997406
 NE1404
 NE1404|---------------------------------------------------------------------|
 NE1404| PID    Reference Object                     Distance      Geod. Az  |
 NE1404|                                                           dddmmss.s |
 NE1404| NE1403 GROSSE ILE PKWY 1974 RM1             21.233 METERS 09240     |
 NE1404| NE1391 TRENTON DETEDI SOUTH STACK          APPROX. 0.9 KM 2264029.5 |
 NE1404| NE1392 TRENTON DETEDI NORTH STACK          APPROX. 0.9 KM 2314725.8 |
 NE1404| NE1393 TRENTON DETEDI NORTH CHIMNEY        APPROX. 0.8 KM 2375100.2 |
 NE1404| NE1410 TREN ELIZ PK BLDG CE GABLE          485.623 METERS 3182834.6 |
 NE1404| NE1409 TREN CH RM 114 COE                  APPROX. 0.6 KM 3353116.2 |
 NE1404| NE1412 TRENTON VALLEY DIST STACK           APPROX. 2.5 KM 3442132.5 |
 NE1404| NE1406 SENIOR                              APPROX. 1.7 KM 3532903.8 |
 NE1404| NE1405 TREN MOBIL GAS DOCK SIGNPOST        APPROX. 1.6 KM 3535931.8 |
 NE1404|---------------------------------------------------------------------|
 NE1404
 NE1404                          SUPERSEDED SURVEY CONTROL
 NE1404
 NE1404  NAD 83(1986)-  42 07 38.41990(N)    083 10 22.47921(W) AD(       ) 2
 NE1404  NAD 27      -  42 07 38.27853(N)    083 10 22.74952(W) AD(       ) 2
 NE1404  NGVD 29 (07/19/86)  180.7    (m)          593.     (f) VERT ANG       
 NE1404
 NE1404.Superseded values are not recommended for survey control.
 NE1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1404.See file dsdata.txt to determine how the superseded data were derived.
 NE1404
 NE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2040066199(NAD 83)
 NE1404_MARKER: Z = SEE DESCRIPTION
 NE1404_SETTING: 0 = UNSPECIFIED SETTING
 NE1404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1404
 NE1404  HISTORY     - Date     Condition        Report By
 NE1404  HISTORY     - 1974     MONUMENTED       USLS
 NE1404
 NE1404                          STATION DESCRIPTION
 NE1404
 NE1404'DESCRIBED BY US LAKE SURVEY 1974 (WAB)
 NE1404'STATION IS LOCATED ABOUT 17 MILES SSW OF DOWNTOWN DETROIT ON
 NE1404'THE ISLAND OF GROSSE ILE.  NEAR THE EASTERN FOUNDATION OF THE
 NE1404'LOWER BRIDGE TO GROSSE ILE AND OVERLOOKING THE TRENTON CHANNEL
 NE1404'ARM OF THE LOWER DETROIT RIVER.
 NE1404'
 NE1404'TO REACH THE STATION FROM DOWNTOWN DETROIT, PROCEED SSW ON
 NE1404'W. JEFFERSON AVENUE FOR ABOUT 19 MILES TO TRENTON, MICHIGAN.  TURN
 NE1404'LEFT (EAST) AT THE INTERSECTION WITH THE GROSSE ILE PARKWAY AT
 NE1404'ELIZABETH PARK AND PROCEED OVER THE BRIDGE TO GROSSE ILE AND
 NE1404'THE STATION ON THE NORTHERN SIDEWALK JUST PAST THE EASTERN
 NE1404'BRIDGE FOUNDATION.  STATION MARK IS A STANDARD USC AND GS DISK
 NE1404'STAMPED GROSSE ILE PKWY LSC 1974 AND IS SET FLUSH IN THE
 NE1404'SIDEWALK ADJACENT TO THE PARKWAY, 6.63 M FROM THE EASTERN END OF
 NE1404'THE BRIDGE, 1.24 M FROM THE CURBS EDGE AND 0.34 M FROM THE
 NE1404'EDGE OF THE SIDEWALK.  REFERENCE MARK NO 1 IS A STANDARD NGS
 NE1404'DISK STAMPED GROSSE ILE PKWY NO 1 LSC 1974 SET FLUSH IN THE SAME
 NE1404'SIDEWALK 21.236 M ESE OF THE STATION MARK, 1.21 M FROM THE
 NE1404'CURBS EDGE, 0.36 M FROM THE EDGE OF THE SIDEWALK AND 1.9 M
 NE1404'EAST OF A DRAIN SEWER.  NO OTHER RMS WERE---FOR THIS MARK.
 NE1404'
 NE1404'TRIG/WATER SURFACE ELEVATION OF MARK--180.7 METERS
 NE1404'(29 DATUM).
 NE1404'
 NE1404'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0741 ***********************************************************************
 QK0741  DESIGNATION -  GROSSE POINT USLS 1918
 QK0741  PID         -  QK0741
 QK0741  STATE/COUNTY-  MI/MACKINAC
 QK0741  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0741
 QK0741                         *CURRENT SURVEY CONTROL
 QK0741  ___________________________________________________________________
 QK0741* NAD 83(1994)-  45 58 22.28308(N)    084 41 06.15979(W)     ADJUSTED  
 QK0741* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0741  ___________________________________________________________________
 QK0741  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 QK0741  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 QK0741
 QK0741  HORZ ORDER  -  FIRST
 QK0741
 QK0741.The horizontal coordinates were established by classical geodetic methods
 QK0741.and adjusted by the National Geodetic Survey in February 1997..
 QK0741
 QK0741.The orthometric height was scaled from a topographic map.
 QK0741
 QK0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0741
 QK0741.The geoid height was determined by GEOID03.
 QK0741
 QK0741;                    North         East     Units Scale Factor Converg.
 QK0741;SPC MI N     -   134,827.821 8,179,371.489   MT  0.99991763   +1 40 23.6
 QK0741;SPC MI N     -   442,348.49 26,835,208.30   iFT  0.99991763   +1 40 23.6
 QK0741;UTM  16      - 5,093,637.307   679,338.409   MT  0.99999540   +1 39 53.7
 QK0741
 QK0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0741!SPC MI N     -   0.99997782  x   0.99991763  =   0.99989545
 QK0741!UTM  16      -   0.99997782  x   0.99999540  =   0.99997322
 QK0741
 QK0741:                Primary Azimuth Mark                     Grid Az
 QK0741:SPC MI N     -  CHARLES USLS 1919                        359 14 04.7
 QK0741:UTM  16      -  CHARLES USLS 1919                        359 14 34.6
 QK0741
 QK0741|---------------------------------------------------------------------|
 QK0741| PID    Reference Object                     Distance      Geod. Az  |
 QK0741|                                                           dddmmss.s |
 QK0741| RJ1108 CHARLES USLS 1919                   APPROX. 3.6 KM 0005428.3 |
 QK0741|---------------------------------------------------------------------|
 QK0741
 QK0741                          SUPERSEDED SURVEY CONTROL
 QK0741
 QK0741  NAD 83(1986)-  45 58 22.27594(N)    084 41 06.15777(W) AD(       ) 1
 QK0741  NAD 27      -  45 58 22.23200(N)    084 41 05.98200(W) AD(       ) 1
 QK0741
 QK0741.Superseded values are not recommended for survey control.
 QK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0741.See file dsdata.txt to determine how the superseded data were derived.
 QK0741
 QK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7933893637(NAD 83)
 QK0741_MARKER: Z = SEE DESCRIPTION
 QK0741_SETTING: 0 = UNSPECIFIED SETTING
 QK0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0741
 QK0741  HISTORY     - Date     Condition        Report By
 QK0741  HISTORY     - 1918     MONUMENTED       USLS
 QK0741
 QK0741                          STATION DESCRIPTION
 QK0741
 QK0741'DESCRIBED BY US LAKE SURVEY 1918
 QK0741'ABOUT 8 MILES NORTH OF ST. IGNACE, ON END OF GROSSE POINT, ON BANK OF
 QK0741'GRAVEL IN TIMBER LINE, ABOUT
 QK0741'100 FEET FROM WATERS EDGE, 25.3 FEET S. 73 DEG 54 MIN E. FROM 6-INCH
 QK0741'CEDAR TREE, AND 175.4 FEET S. 45 DEG
 QK0741'30 MIN E. FROM 12-INCH SPRUCE TREE.  MARKED BY
 QK0741'SPIKE IN MASS OF CONCRETE, FLUSH WITH SURFACE OF
 QK0741'GROUND, AND MARKED U.S. 18.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1118 ***********************************************************************
 NE1118  DESIGNATION -  GROSSE POINTE DCS 1932
 NE1118  PID         -  NE1118
 NE1118  STATE/COUNTY-  MI/WAYNE
 NE1118  USGS QUAD   -  GROSSE POINTE (1983)
 NE1118
 NE1118                         *CURRENT SURVEY CONTROL
 NE1118  ___________________________________________________________________
 NE1118* NAD 83(1994)-  42 23 26.67028(N)    082 54 09.46532(W)     ADJUSTED  
 NE1118* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 NE1118  ___________________________________________________________________
 NE1118  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 NE1118  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE1118
 NE1118  HORZ ORDER  -  SECOND
 NE1118
 NE1118.The horizontal coordinates were established by classical geodetic methods
 NE1118.and adjusted by the National Geodetic Survey in February 1997..
 NE1118
 NE1118.The orthometric height was scaled from a topographic map.
 NE1118
 NE1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1118
 NE1118.The geoid height was determined by GEOID03.
 NE1118
 NE1118;                    North         East     Units Scale Factor Converg.
 NE1118;SPC MI S     -    99,989.678 4,120,538.879   MT  0.99994385   +0 59 46.8
 NE1118;SPC MI S     -   328,050.12 13,518,828.34   iFT  0.99994385   +0 59 46.8
 NE1118;UTM  17      - 4,694,914.681   343,393.756   MT  0.99990176   -1 16 58.7
 NE1118
 NE1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1118!SPC MI S     -   0.99997691  x   0.99994385  =   0.99992076
 NE1118!UTM  17      -   0.99997691  x   0.99990176  =   0.99987867
 NE1118
 NE1118:                Primary Azimuth Mark                     Grid Az
 NE1118:SPC MI S     -  SAVARINE                                 240 20 30.9
 NE1118:UTM  17      -  SAVARINE                                 242 37 16.4
 NE1118
 NE1118|---------------------------------------------------------------------|
 NE1118| PID    Reference Object                     Distance      Geod. Az  |
 NE1118|                                                           dddmmss.s |
 NE1118| NE1108 SAVARINE                            APPROX. 4.6 KM 2412017.7 |
 NE1118|---------------------------------------------------------------------|
 NE1118
 NE1118                          SUPERSEDED SURVEY CONTROL
 NE1118
 NE1118  NAD 83(1986)-  42 23 26.67749(N)    082 54 09.49923(W) AD(       ) 2
 NE1118  NAD 27      -  42 23 26.54127(N)    082 54 09.79542(W) AD(       ) 2
 NE1118
 NE1118.Superseded values are not recommended for survey control.
 NE1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1118.See file dsdata.txt to determine how the superseded data were derived.
 NE1118
 NE1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4339494915(NAD 83)
 NE1118
 NE1118  HISTORY     - Date     Condition        Report By
 NE1118  HISTORY     - 1932     MONUMENTED       CGS
 NE1118  HISTORY     - 1960     SEE DESCRIPTION  CGS
 NE1118
 NE1118                          STATION DESCRIPTION
 NE1118
 NE1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 NE1118'STATION IS THE FINIAL OF THE BELFREY TOWER OF GROSSE POINTE OF HIGH
 NE1118'SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1277 ***********************************************************************
 NF1277  DESIGNATION -  GROSTICK 1932
 NF1277  PID         -  NF1277
 NF1277  STATE/COUNTY-  MI/LIVINGSTON
 NF1277  USGS QUAD   -  PARKERS CORNERS (1973)
 NF1277
 NF1277                         *CURRENT SURVEY CONTROL
 NF1277  ___________________________________________________________________
 NF1277* NAD 83(1994)-  42 36 49.39390(N)    084 07 10.13262(W)     ADJUSTED  
 NF1277* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 NF1277  ___________________________________________________________________
 NF1277  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 NF1277  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF1277
 NF1277  HORZ ORDER  -  FIRST
 NF1277
 NF1277.The horizontal coordinates were established by classical geodetic methods
 NF1277.and adjusted by the National Geodetic Survey in February 1997..
 NF1277
 NF1277.The orthometric height was scaled from a topographic map.
 NF1277
 NF1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1277
 NF1277.The geoid height was determined by GEOID03.
 NF1277
 NF1277;                    North         East     Units Scale Factor Converg.
 NF1277;SPC MI S     -   123,738.813 4,020,279.844   MT  0.99991803   +0 10 05.6
 NF1277;SPC MI S     -   405,967.23 13,189,894.50   iFT  0.99991803   +0 10 05.6
 NF1277;UTM  16      - 4,721,943.316   736,260.166   MT  1.00028680   +1 57 04.2
 NF1277
 NF1277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1277!SPC MI S     -   0.99996085  x   0.99991803  =   0.99987889
 NF1277!UTM  16      -   0.99996085  x   1.00028680  =   1.00024764
 NF1277
 NF1277|---------------------------------------------------------------------|
 NF1277| PID    Reference Object                     Distance      Geod. Az  |
 NF1277|                                                           dddmmss.s |
 NF1277| NF1276 GROSTICK 2                           50.229 METERS 01641     |
 NF1277| NF1275 FOWLERVILLE WATER TANK              APPROX. 6.4 KM 0344023.2 |
 NF1277| CH0251 GROSTICK RM 1                                      08107     |
 NF1277| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.12.2 KM 1042347.0 |
 NF1277| CH0250 GROSTICK AZ MK                                     2733303.5 |
 NF1277| CH0252 GROSTICK RM 2                                      34928     |
 NF1277|---------------------------------------------------------------------|
 NF1277
 NF1277                          SUPERSEDED SURVEY CONTROL
 NF1277
 NF1277  NAD 83(1986)-  42 36 49.39420(N)    084 07 10.15486(W) AD(       ) 1
 NF1277  NAD 27      -  42 36 49.25938(N)    084 07 10.29543(W) AD(       ) 1
 NF1277
 NF1277.Superseded values are not recommended for survey control.
 NF1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1277.See file dsdata.txt to determine how the superseded data were derived.
 NF1277
 NF1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3626021943(NAD 83)
 NF1277_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NF1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1277+STABILITY: SURFACE MOTION
 NF1277
 NF1277  HISTORY     - Date     Condition        Report By
 NF1277  HISTORY     - 1932     MONUMENTED       CGS
 NF1277  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NF1277  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NF1277
 NF1277                          STATION DESCRIPTION
 NF1277
 NF1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1277'ABOUT 3 MILES SOUTH AND 2-1/2 MILES WEST OF FOWLERVILLE, 3-1/2 MILES
 NF1277'SOUTH AND 2-1/2 MILES EAST OF WEBBERVILLE, 1-1/4 MILES EAST
 NF1277'OF INGHAM-LIVINGSTON COUNTY LINE, ON NORTHERN POINT OF LOCALLY
 NF1277'PROMINENT HILL, ON LAND OWNED AND
 NF1277'OCCUPIED BY HENRY GROSTICK, 80 FEET SOUTH OF
 NF1277'CENTER LINE OF EAST-AND-WEST SECTION-LINE GRAVEL
 NF1277'ROAD, AND ABOUT 200 FEET SOUTH OF
 NF1277'HOUSE ON NORTH SIDE OF THE ROAD.  ROAD GOES THROUGH DEEP CUT AT
 NF1277'THIS POINT AND STATION IS
 NF1277'ABOUT 20 FEET HIGHER THAN ROAD.  STATION POSSIBLEY MAY BE MOVED AT
 NF1277'SOME TIME IN FUTURE TO GET
 NF1277'GRAVEL OUT OF HILL.  TO REACH FROM TRAFFIC LIGHT IN
 NF1277'WEBBERVILLE, GO EAST 1.2 MILES ON U.S. ROUTE
 NF1277'16 TO CROSSROADS, TURN RIGHT (SOUTH),
 NF1277'GO 2-1/4 MILES TO T-INTERSECTION, TURN LEFT (EAST), GO 3.0
 NF1277'MILES, TURN RIGHT (SOUTH), GO 1.5
 NF1277'MILES TO T-INTERSECTION, TURN LEFT (EAST), AND GO 1.1 MILES TO
 NF1277'STATION SITE OPPOSITE WHITE
 NF1277'HOUSE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION
 NF1277'MARKS IN CONCRETE, NOTES 1A AND
 NF1277'7A.  UPPER MARK IS 12 INCHES BELOW SURFACE.
 NF1277'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 NF1277'DISKS IN CONCRETE, NOTE 11A.
 NF1277'NO. 1 PROJECTS 8 INCHES, 1 FOOT EAST OF NORTH-AND SOUTH FENCE LINE,
 NF1277'17 FEET WEST OF CENTER LINE OF
 NF1277'FARM ROAD, 18 FEET SOUTH OF NORTHEAST CORNER OF FIELD, 45 FEET SOUTH
 NF1277'OF ROAD, AND 166.47 FEET (SLOPE)
 NF1277'FROM STATION IN AZIMUTH 261 DEG 06 MIN.  NO. 2 PROJECTS
 NF1277'6 INCHES, IS IN SOUTHWEST CORNER OF FRONT YARD,
 NF1277'42 FEET NORTH OF CENTER LINE OF ROAD,
 NF1277'13 FEET NORTH OF WEST END OF STONE RETAINING WALL, 3 FEET EAST OF
 NF1277'SOUTHEAST CORNER POST OF
 NF1277'GARDEN, AND 121.26 FEET (SLOPE) FROM STATION IN AZIMUTH 169 DEG 28
 NF1277'MIN.  AZIMUTH MARK PROJECTS 7 INCHES,
 NF1277'IS 20 FEET NORTH OF CENTER LINE OF ROAD, 10 FEET EAST OF MAPLE
 NF1277'TREE, 2 FEET SOUTH OF NORTH RIGHT-OF-WAY
 NF1277'FENCE, AND APPROXIMATELY 0.25 MILE FROM
 NF1277'STATION IN AZIMUTH 93 DEG 33 MIN 06 SEC.  AZIMUTH FROM
 NF1277'STATION TO MICHIGAN STATE SANITORIUM,
 NF1277'WATER TANK, IS 284 DEG 23 MIN 50 SEC.
 NF1277
 NF1277                          STATION RECOVERY (1948)
 NF1277
 NF1277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RCB)
 NF1277'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 NF1277'GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 NF1277'WAY TO REACH THE STATION.  WHERE IT SAID
 NF1277'TURN LEFT (E), GO 3.0 MILES.  IT
 NF1277'SHOULD READ - TURN LEFT (E), GO
 NF1277'0.3 MILE.
 NF1277'
 NF1277'DUE TO THE OPENING OF A GRAVEL PIT THIS STATION WAS DESTROYED
 NF1277'AFTER STATION
 NF1277'GROSTICK 2 WAS ESTABLISHED.  R.M.S 1 AND 2 AND THE
 NF1277'AZIMUTH MARK WERE USED AS
 NF1277'REFERENCE MARKS TO THE NEW STATION.
 NF1277'
 NF1277'TRIANGULATION STATION DISK STAMPED GROSTICK 1932 RECEIVED
 NF1277'9/29/48.
 NF1277
 NF1277                          STATION RECOVERY (1995)
 NF1277
 NF1277'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1276 ***********************************************************************
 NF1276  DESIGNATION -  GROSTICK 2
 NF1276  PID         -  NF1276
 NF1276  STATE/COUNTY-  MI/LIVINGSTON
 NF1276  USGS QUAD   -  PARKERS CORNERS (1973)
 NF1276
 NF1276                         *CURRENT SURVEY CONTROL
 NF1276  ___________________________________________________________________
 NF1276* NAD 83(1994)-  42 36 50.95323(N)    084 07 09.50012(W)     ADJUSTED  
 NF1276* NAVD 88     -       291.     (meters)     955.     (feet)  SCALED    
 NF1276  ___________________________________________________________________
 NF1276  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NF1276  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF1276
 NF1276  HORZ ORDER  -  FIRST
 NF1276
 NF1276.The horizontal coordinates were established by classical geodetic methods
 NF1276.and adjusted by the National Geodetic Survey in February 1997..
 NF1276
 NF1276.The orthometric height was scaled from a topographic map.
 NF1276
 NF1276.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1276
 NF1276.The geoid height was determined by GEOID03.
 NF1276
 NF1276;                    North         East     Units Scale Factor Converg.
 NF1276;SPC MI S     -   123,786.968 4,020,294.117   MT  0.99991799   +0 10 06.0
 NF1276;SPC MI S     -   406,125.22 13,189,941.33   iFT  0.99991799   +0 10 06.0
 NF1276;UTM  16      - 4,721,991.909   736,272.939   MT  1.00028688   +1 57 04.7
 NF1276
 NF1276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1276!SPC MI S     -   0.99995960  x   0.99991799  =   0.99987759
 NF1276!UTM  16      -   0.99995960  x   1.00028688  =   1.00024647
 NF1276
 NF1276:                Primary Azimuth Mark                     Grid Az
 NF1276:SPC MI S     -  MICHIGAN STATE SANITORIUM TANK           104 27 46.8
 NF1276:UTM  16      -  MICHIGAN STATE SANITORIUM TANK           102 40 48.1
 NF1276
 NF1276|---------------------------------------------------------------------|
 NF1276| PID    Reference Object                     Distance      Geod. Az  |
 NF1276|                                                           dddmmss.s |
 NF1276| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.12.2 KM 1043752.8 |
 NF1276| CH0251 GROSTICK RM 1                        53.508 METERS 13902     |
 NF1276| NF1277 GROSTICK 1932                        50.229 METERS 19641     |
 NF1276| CH0252 GROSTICK RM 2                        24.327 METERS 24016     |
 NF1276| CH0250 GROSTICK AZ MK                                     2675514.8 |
 NF1276|---------------------------------------------------------------------|
 NF1276
 NF1276                          SUPERSEDED SURVEY CONTROL
 NF1276
 NF1276  NAD 83(1986)-  42 36 50.95351(N)    084 07 09.52236(W) AD(       ) 1
 NF1276  NAD 27      -  42 36 50.82900(N)    084 07 09.69300(W) AD(       ) 1
 NF1276
 NF1276.Superseded values are not recommended for survey control.
 NF1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1276.See file dsdata.txt to determine how the superseded data were derived.
 NF1276
 NF1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3627321992(NAD 83)
 NF1276
 NF1276  HISTORY     - Date     Condition        Report By
 NF1276  HISTORY     - 1948     MONUMENTED       CGS
 NF1276  HISTORY     - 1970     SEE DESCRIPTION  USGS
 NF1276  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NF1276  HISTORY     - 1981     GOOD             MIDH
 NF1276  HISTORY     - 19950429 GOOD             USPSQD
 NF1276
 NF1276                          STATION DESCRIPTION
 NF1276
 NF1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (RCB)
 NF1276'STATION IS LOCATED ABOUT 5 MILES SW OF FOWLERVILLE, 5 MILES SE OF
 NF1276'WEBBERVILLE.  1.3 MILES E OF
 NF1276'INGHAM-LIVINGSTON COUNTY LINE, AND IN THE
 NF1276'FRONT LAWN OF HENRY GROSTICKS
 NF1276'FARMHOUSE.  IT IS 83 FEET N OF THE
 NF1276'CENTER OF THE ROAD, 32 FEET SE OF THE SW CORNER
 NF1276'OF THE HOUSE, 24
 NF1276'FEET W OF THE CENTER OF THE DRIVEWAY, AND 15 FEET SE OF THE SE
 NF1276'CORNER OF THE
 NF1276'PORCH.
 NF1276'
 NF1276'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS SET
 NF1276'IN CONCRETE.
 NF1276'SURFACE MARK IS ABOUT 8 INCHES BELOW THE SURFACE OF
 NF1276'THE GROUND AND THE DISK IS
 NF1276'STAMPED GROSTICK 2 1948.
 NF1276'
 NF1276'R.M. 1 IS 178.70 FEET SE OF THE STATION, 50 FEET S OF THE
 NF1276'CENTER OF THE
 NF1276'ROAD, AND 25 FEET SW OF THE CENTER OF THE GATE.  IT
 NF1276'IS A BRONZE REFERENCE DISK SET
 NF1276'IN CONCRETE.  THE MARK PROJECTS
 NF1276'ABOUT 8 INCHES AND THE DISK IS STAMPED GROSTICK
 NF1276'NO 1 1932.
 NF1276'(NOTE ARROW ON DISK IS POINTING TO THE OLD STATION LOCATION.)
 NF1276'
 NF1276'R.M. 2 IS 79.84 FEET SW OF THE STATION, IN THE SW CORNER OF
 NF1276'THE YARD, 66 FEET
 NF1276'SW OF THE SW CORNER OF THE HOUSE, 42 FEET N OF
 NF1276'THE CENTER OF THE ROAD, AND 15 FEET
 NF1276'NW OF A TELEPHONE POLE.  IT
 NF1276'IS A BRONZE REFERENCE DISK SET IN CONCRETE.  THE MARK
 NF1276'PROJECTS
 NF1276'ABOUT 8 INCHES AND THE DISK IS STAMPED GROSTICK NO 2 1948 (ARROW
 NF1276'POINTS TO THE OLD
 NF1276'STATION.)
 NF1276'
 NF1276'AZIMUTH MARK IS 0.25 MILE W OF THE STATION, ON THE N SIDE OF
 NF1276'THE ROAD, 27 FEET
 NF1276'N OF THE CENTER OF THE ROAD, 10 FEET E OF AN 18-
 NF1276'INCH MAPLE TREE, AND 1 FOOT S OF A
 NF1276'WHITE WOODEN WITNESS POST.  IT
 NF1276'IS A BRONZE AZIMUTH DISK SET IN CONCRETE.  THE MARK
 NF1276'PROJECTS
 NF1276'ABOUT 8 INCHES AND THE DISK IS STAMPED GROSTICK 1932.
 NF1276'
 NF1276'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE MAIN INTERSECTION
 NF1276'IN FOWLERVILLE, GO
 NF1276'W ON U.S. HIGHWAY 16 FOR 2.1 MILES
 NF1276'TO NICHOLSON ROAD, TURN LEFT ON
 NF1276'NICHOLSON ROAD AND GO S 3.5 MILES
 NF1276'TO SARGENT ROAD, TURN RIGHT ON SARGENT ROAD AND GO
 NF1276'W 0.4 MILE TO
 NF1276'THE GROSTICK FARMHOUSE ON THE RIGHT AND STATION AS DESCRIBED.
 NF1276'CONTINUE W ON
 NF1276'SARGENT ROAD FOR 0.25 MILE AND THE AZIMUTH MARK AS
 NF1276'DESCRIBED.
 NF1276'
 NF1276'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NF1276
 NF1276                          STATION RECOVERY (1970)
 NF1276
 NF1276'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NF1276'GROSTICK 2 AND RMS FOUND IN GOOD CONDITION AS DESCRIBED.  AZI MK NOT
 NF1276'FOUND.
 NF1276'MEASUREMENTS CHECKED OK EXCEPT RM 1 WHICH MEASURED 176.50 FT.
 NF1276'
 NF1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MI SW OF
 NF1276'FOWLERVILLE
 NF1276
 NF1276                          STATION RECOVERY (1971)
 NF1276
 NF1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NF1276'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NF1276'THE AZIMUTH MARK
 NF1276'WAS FOUND IN GOOD CONDITION AFTER A LONG SEARCH.  THE
 NF1276'MILEAGE TO THE AZIMUTH MARK WAS
 NF1276'FOUND TO BE IN ERROR BY 0.1 MILE.  THE
 NF1276'DIRECTION TO THE REFERENCE MARKS CHECKED AS DID
 NF1276'THE DISTANCE TO REFERENCE
 NF1276'MARK 2.  THE DISTANCE TO REFERENCE MARK 1 WAS FOUND TO BE SHORTER
 NF1276'BY 3.15 FEET.
 NF1276'THE MARK WAS FOUND AS DESCRIBED AND THE DIFFERENCE IS
 NF1276'THOUGHT TO HAVE BEEN AN ERROR IN
 NF1276'THE ORIGINAL MEASUREMENT.  A NEW DESCRIPTION
 NF1276'FOLLOWS-
 NF1276'
 NF1276'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF WEBBERVILLE, ON
 NF1276'THE FRONT LAWN OF
 NF1276'PROPERTY NOW OWNED BY MR. GROSTICK BUT UP FOR SALE,
 NF1276'83 FEET NORTH OF THE CENTERLINE OF
 NF1276'ROAD, 15 FEET SOUTHEAST OF THE SOUTHEAST
 NF1276'CORNER OF HOUSE, 37 FEET SOUTHEAST OF THE SOUTHWEST
 NF1276'CORNER OF A
 NF1276'CONCRETE PORCH, 12 FEET NORTHEAST OF AN 18 INCH TREE, 16 FEET
 NF1276'SOUTHWEST WEST OF A
 NF1276'14 INCH TREE AND 24 FEET WEST OF THE CENTERLINE OF A DRIVEWAY.
 NF1276'THE MONUMENT IS 8 INCHES
 NF1276'UNDERGROUND AND THE DISK IS STAMPED
 NF1276'GROSTICK 2 1948.  (NOTE 1A 7A)
 NF1276'
 NF1276'TO REACH THE STATION FROM THE INTERSECTION OF W GRAND RIVER RD.
 NF1276'AND NICHOLSON RD.
 NF1276'(2 MILES WEST OF FOWLERSVILLE), GO SOUTH ON NICHOLSON
 NF1276'RD. FOR 3.5 MILES TO THE
 NF1276'INTERSECTION OF SARGENT RD.  TURN RIGHT AND GO
 NF1276'WEST ON SARGENT RD. FOR 0.4 MILE TO THE
 NF1276'STATION ON THE RIGHT, CONTINUE
 NF1276'WEST ON THE ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE
 NF1276'RIGHT.
 NF1276'
 NF1276'REFERENCE MARK 1 IS 50 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 NF1276'20 FEET WEST OF
 NF1276'THE CENTERLINE OF A FIELD ROAD AND 1 FOOT NORTH OF A
 NF1276'METAL WITNESS POST.  THE MONUMENT
 NF1276'PROJECTS 3 INCHES AND THE DISK IS
 NF1276'STAMPED GROSTICK NO 1 1932.
 NF1276'
 NF1276'REFERENCE MARK 2 IS 42 FEET SOUTHWEST OF A 20 INCH TREE, 63 FEET
 NF1276'SOUTHWEST OF THE
 NF1276'SOUTHWEST CORNER OF THE PORCH AND 42 FEET NORTH OF
 NF1276'THE CENTERLINE OF THE ROAD.  THE
 NF1276'MONUMENT PROJECTS 3 INCHES AND THE DISK
 NF1276'IS STAMPED GROSTICK NO 2 1932.
 NF1276'
 NF1276'THE AZIMUTH MARK IS 24 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 NF1276'11 FEET EAST OF A
 NF1276'14 INCH MAPLE TREE, 6 FEET SOUTH OF A FENCE AND 1
 NF1276'FOOT SOUTHEAST OF A METAL WITNESS
 NF1276'POST.  THE MONUMENT PROJECTS 6 INCHES
 NF1276'AND THE DISK IS STAMPED GROSTICK 1932 AZIMUTH.
 NF1276'NOTE--IT SHOULD BE NOTED THAT THE ARROWS ON THE REFERENCE MARKS POINT
 NF1276'IN THE DIRECTION OF THE ORIGINAL STATION.
 NF1276'
 NF1276'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 5 MILES
 NF1276'SOUTHWEST OF FOWLERSVILLE
 NF1276'
 NF1276'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1276
 NF1276                          STATION RECOVERY (1981)
 NF1276
 NF1276'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 NF1276'STATION AND REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED AS
 NF1276'DESCRIBED.  THE STATION IS IN THE FRONT YARD OF HOUSE NUMBER 10444
 NF1276'SARGENT ROAD.
 NF1276
 NF1276                          STATION RECOVERY (1995)
 NF1276
 NF1276'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1276'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1505 ***********************************************************************
 NE1505  DESIGNATION -  GROVELAND RESET
 NE1505  PID         -  NE1505
 NE1505  STATE/COUNTY-  MI/OAKLAND
 NE1505  USGS QUAD   -  DAVISBURG (1983)
 NE1505
 NE1505                         *CURRENT SURVEY CONTROL
 NE1505  ___________________________________________________________________
 NE1505* NAD 83(1994)-  42 51 35.07511(N)    083 30 59.77007(W)     ADJUSTED  
 NE1505* NAVD 88     -       286.9    (meters)     941.     (feet)  GPS OBS   
 NE1505  ___________________________________________________________________
 NE1505  X           -     528,754.238 (meters)                     COMP
 NE1505  Y           -  -4,652,803.124 (meters)                     COMP
 NE1505  Z           -   4,316,265.262 (meters)                     COMP
 NE1505  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 NE1505  ELLIP HEIGHT-         252.81  (meters)          (07/12/02) GPS OBS
 NE1505  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE1505
 NE1505  HORZ ORDER  -  FIRST
 NE1505  ELLP ORDER  -  FOURTH    CLASS I
 NE1505
 NE1505.The horizontal coordinates were established by classical geodetic methods
 NE1505.and adjusted by the National Geodetic Survey in February 1997..
 NE1505
 NE1505.The orthometric height was determined by GPS observations and a
 NE1505.high-resolution geoid model.
 NE1505
 NE1505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1505
 NE1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1505
 NE1505.The ellipsoidal height was determined by GPS observations
 NE1505.and is referenced to NAD 83.
 NE1505
 NE1505.The geoid height was determined by GEOID03.
 NE1505
 NE1505;                    North         East     Units Scale Factor Converg.
 NE1505;SPC MI S     -   151,387.351 4,069,464.839   MT  0.99990698   +0 34 42.6
 NE1505;SPC MI S     -   496,677.66 13,351,262.60   iFT  0.99990698   +0 34 42.6
 NE1505;UTM  17      - 4,748,311.978   294,404.865   MT  1.00012004   -1 42 44.7
 NE1505
 NE1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1505!SPC MI S     -   0.99996035  x   0.99990698  =   0.99986734
 NE1505!UTM  17      -   0.99996035  x   1.00012004  =   1.00008039
 NE1505
 NE1505:                Primary Azimuth Mark                     Grid Az
 NE1505:SPC MI S     -  GROVELAND AZ MK                          085 05 20.4
 NE1505:UTM  17      -  GROVELAND AZ MK                          087 22 47.7
 NE1505
 NE1505|---------------------------------------------------------------------|
 NE1505| PID    Reference Object                     Distance      Geod. Az  |
 NE1505|                                                           dddmmss.s |
 NE1505| CH0253 GROVELAND AZ MK                                    0854003.0 |
 NE1505| CH0254 GROVELAND RM 1                       27.736 METERS 13806     |
 NE1505| NE1504 TT 28 S                              35.120 METERS 35801     |
 NE1505|---------------------------------------------------------------------|
 NE1505
 NE1505                          SUPERSEDED SURVEY CONTROL
 NE1505
 NE1505  ELLIP H (02/03/97)  252.84   (m)                       GP(       ) 4 1
 NE1505  NAD 83(1986)-  42 51 35.07670(N)    083 30 59.80062(W) AD(       ) 1
 NE1505  NAD 27      -  42 51 34.97787(N)    083 30 59.98998(W) AD(       ) 1
 NE1505
 NE1505.Superseded values are not recommended for survey control.
 NE1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1505.See file dsdata.txt to determine how the superseded data were derived.
 NE1505
 NE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9440548312(NAD 83)
 NE1505_MARKER: DS = TRIANGULATION STATION DISK
 NE1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1505_SP_SET: CONCRETE POST
 NE1505_STAMPING: GROVELAND 1943
 NE1505_MARK LOGO: CGS   
 NE1505_PROJECTION: FLUSH
 NE1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1505+STABILITY: SURFACE MOTION
 NE1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1505+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1505
 NE1505  HISTORY     - Date     Condition        Report By
 NE1505  HISTORY     - 19820802 MONUMENTED       NGS
 NE1505  HISTORY     - 19931017 GOOD             WADTRI
 NE1505  HISTORY     - 20000808 GOOD             WOOLPT
 NE1505  HISTORY     - 20060314 GOOD             INDIV
 NE1505
 NE1505                          STATION DESCRIPTION
 NE1505
 NE1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RLR)
 NE1505'THE STATION MARK, REFERENCE MARK 1, TT 28 S USGS WHICH WAS USED AS
 NE1505'REFERENCE MARK 2, AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED. AT
 NE1505'THIS TIME THE PROPERTY OWNER REQUESTED THAT THE STATION MARK BE
 NE1505'LOWERED SO HE CAN MOW OVER IT.  THE SURFACE DISK POINT WAS HELD AND
 NE1505'CHECKED AGAINST THE UNDERGROUND DISK AND WAS FOUND TO BE TRUE, SO THE
 NE1505'SURFACE DISK WAS LOWERED TO BE FLUSH WITH THE GROUND AT THIS TIME. IT
 NE1505'28 S USGS DISTANCE AND DIRECTION COULD NOT BE CHECKED AT THIS TIME DUE
 NE1505'TO A FLOWER MOUND BUILT UP ON LINE BETWEEN THE TWO MARKS.
 NE1505'
 NE1505'STATION IS
 NE1505'LOCATED IN QUAD 42O834, ABOUT 20.1 KM (12.50 MI) SOUTH-SOUTHWEST OF
 NE1505'DAVISON AND ON LAND OWNED BY MR. D TITSWORTH.  IT IS IN THE SOUTHEAST
 NE1505'1/4 OF SECTION 4, T-5-N, R-8-E, GROVELAND TOWNSHIP. TO REACH FROM THE
 NE1505'JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE HIGHWAY 15, (EXIT 145 OFF
 NE1505'OF I-69) JUST SOUTH OF DAVISION, GO SOUTH ON HIGHWAY 15 FOR 6.75 MILES
 NE1505'(10.86 KM) TO A SIGNAL LIGHT IN THE SMALL VILLAGE OF GOODRICH.
 NE1505'CONTINUE SOUTH ON HIGHWAY 15 FOR 2.45 MILES (3.94 KM) TO THE OAKLAND -
 NE1505'LAPEER COUNTY LINE.  CONTINUE SOUTH ON HIGHWAY 15 FOR 1.05 MILES (1.69
 NE1505'KM) TO A T-ROAD RIGHT, (GROVELAND ROAD).  TURN RIGHT AND GO WEST ON
 NE1505'GROVELAND ROAD FOR 1.6 MILES (2.6 KM) TO A CROSSROAD, (JOSSMAN RD) AND
 NE1505'THE END OF PAVEMENT. CONTINUE WEST ON GROVELAND ROAD FOR 1.25 MILES
 NE1505'(2.01 KM) TO A T-ROAD LEFT, (BARRON RD) AND THE STATION SOUTH OF
 NE1505'GROVELAND RD AND WEST OF BARRON ROAD,  25.6 M (84.0 FT) SOUTH OF THE
 NE1505'APPROXIMATE CENTER OF GROVELAND ROAD, 9.3 M (30.5 FT) WEST OF BARRON
 NE1505'ROAD AND 8.84 M (29.00 FT) NORTH FROM THE APPROXIMATE CENTER OF THE
 NE1505'DRIVEWAY. TT 28 S USGS 1943 IS 9.75 M (31.99 FT) NORTH OF THE
 NE1505'APPROXIMATE CENTER OF GROVELAND ROAD, 3.05 M (10.01 FT) WEST FROM THE
 NE1505'APPROXIMATE CENTER OF A GRAVEL ROAD AND 0.305 M (1.001 FT) SOUTH OF A
 NE1505'WITNESS POST. THE AZIMUTH MARK IS NO LONGER VISIBLE TO THE STATION
 NE1505'MARK, GROUND TO GROUND. THERE WAS NO SUITABLE LOCATION FOR A NEW
 NE1505'AZIMUTH MARK. RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR -
 NE1505'MICHIGAN.
 NE1505
 NE1505                          STATION RECOVERY (1993)
 NE1505
 NE1505'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1505'RECOVERED AS DESCRIBED.
 NE1505
 NE1505                          STATION RECOVERY (2000)
 NE1505
 NE1505'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE1505'RECOVERED IN GOOD CONDITION.
 NE1505
 NE1505                          STATION RECOVERY (2006)
 NE1505
 NE1505'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1505'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1308 ***********************************************************************
 NE1308  DESIGNATION -  GROVEN
 NE1308  PID         -  NE1308
 NE1308  STATE/COUNTY-  MI/OAKLAND
 NE1308  USGS QUAD   -  ORTONVILLE (1991)
 NE1308
 NE1308                         *CURRENT SURVEY CONTROL
 NE1308  ___________________________________________________________________
 NE1308* NAD 83(1994)-  42 46 00.27227(N)    083 25 04.69913(W)     ADJUSTED  
 NE1308* NAVD 88     -       366.     (meters)    1201.     (feet)  SCALED    
 NE1308  ___________________________________________________________________
 NE1308  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 NE1308  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 NE1308
 NE1308  HORZ ORDER  -  FIRST
 NE1308
 NE1308.The horizontal coordinates were established by classical geodetic methods
 NE1308.and adjusted by the National Geodetic Survey in February 1997..
 NE1308
 NE1308.The orthometric height was scaled from a topographic map.
 NE1308
 NE1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1308
 NE1308.The geoid height was determined by GEOID03.
 NE1308
 NE1308;                    North         East     Units Scale Factor Converg.
 NE1308;SPC MI S     -   141,143.683 4,077,640.751   MT  0.99990900   +0 38 44.2
 NE1308;SPC MI S     -   463,069.83 13,378,086.45   iFT  0.99990900   +0 38 44.2
 NE1308;UTM  17      - 4,737,747.844   302,166.541   MT  1.00008153   -1 38 32.5
 NE1308
 NE1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1308!SPC MI S     -   0.99994798  x   0.99990900  =   0.99985699
 NE1308!UTM  17      -   0.99994798  x   1.00008153  =   1.00002951
 NE1308
 NE1308|---------------------------------------------------------------------|
 NE1308| PID    Reference Object                     Distance      Geod. Az  |
 NE1308|                                                           dddmmss.s |
 NE1308| CH0257 GROVEN RM 2                                        21124     |
 NE1308| CH0255 GROVEN AZ MK                                       3385317.5 |
 NE1308| CH0256 GROVEN RM 1                          21.579 METERS 34723     |
 NE1308|---------------------------------------------------------------------|
 NE1308
 NE1308                          SUPERSEDED SURVEY CONTROL
 NE1308
 NE1308  NAD 83(1986)-  42 46 00.27374(N)    083 25 04.73080(W) AD(       ) 1
 NE1308  NAD 27      -  42 46 00.16600(N)    083 25 04.93800(W) AD(       ) 1
 NE1308
 NE1308.Superseded values are not recommended for survey control.
 NE1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1308.See file dsdata.txt to determine how the superseded data were derived.
 NE1308
 NE1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0216737748(NAD 83)
 NE1308_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1308
 NE1308  HISTORY     - Date     Condition        Report By
 NE1308  HISTORY     - 1943     MONUMENTED       CGS
 NE1308  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1308  HISTORY     - 1980     GOOD             MIDH
 NE1308
 NE1308                          STATION DESCRIPTION
 NE1308
 NE1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1308'THE STATION IS LOCATED ABOUT 2 MILES N OF THE SMALL VILLAGE OF
 NE1308'CLARKSVILLE ON THE W EDGE
 NE1308'OF A GROUP OF HIGH SAND HILLS.  IT IS ON THE PROPERTY
 NE1308'OF F. H. GROVEN, 0.1 MILE E
 NE1308'OF STATE HIGHWAY 15, 2.2 FEET SW OF
 NE1308'A REFERENCE POST.  THE DISK IS STAMPED GROVEN
 NE1308'1943.
 NE1308'
 NE1308'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1308'DISKS SET IN
 NE1308'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1308'
 NE1308'REFERENCE MARK 1 IS 70.80 FEET N OF THE STATION, 11.8 FEET
 NE1308'NW OF A
 NE1308'TRIANGULAR-BLAZED 6-INCH CHOKE CHERRY TREE.  THE MARK
 NE1308'IS ABOUT 4 FEET LOWER IN
 NE1308'ELEVATION THAN THE STATION MARK.  THE
 NE1308'DISK IS STAMPED GROVEN NO 1 1943.
 NE1308'
 NE1308'REFERENCE MARK 2 IS 156.69 FEET (SLOPE) SW OF THE STATION,
 NE1308'13 FEET W OF A
 NE1308'TRIANGULAR-BLAZED 1-FOOT OAK TREE, 7.3 FEET N OF
 NE1308'AN E-W STONE WALL.  THE MARK IS
 NE1308'ABOUT 20 FEET LOWER IN ELEVATION
 NE1308'THAN THE STATION MARK.  THE DISK IS STAMPED GROVEN
 NE1308'NO 2
 NE1308'1943.
 NE1308'
 NE1308'THE AZIMUTH MARK IS 0.4 MILE NW OF THE STATION, 42.8 FEET
 NE1308'N OF WILLIAM HALLS
 NE1308'MAILBOX, 21 FEET W OF THE CENTER LINE OF
 NE1308'STATE HIGHWAY 15, 6 FEET SE OF A
 NE1308'4-FOOT ELM TREE, 4.2 FEET N OF
 NE1308'A REFERENCE POST.  THE DISK IS STAMPED GROVEN 1943.
 NE1308'
 NE1308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15
 NE1308'AND GRANGE HALL
 NE1308'ROAD AT THE W EDGE OF THE SMALL VILLAGE OF ORTONVILLE,
 NE1308'GO S ON STATE HIGHWAY 15 FOR 6.0
 NE1308'MILES TO THE AZIMUTH MARK
 NE1308'ON THE RIGHT, CONTINUE S FOR 0.4 MILE TO THE
 NE1308'RESIDENCE OF F.H.
 NE1308'GROVEN ON THE LEFT, HERE TURN LEFT THROUGH GATE AND PASS
 NE1308'BETWEEN HOUSE
 NE1308'AND BARN AND GO E ALONG THE N EDGE OF WOODS FOR 0.1 MILE TO
 NE1308'THE SUMMIT OF THE FIRST
 NE1308'HILL AND STATION AS DESCRIBED.
 NE1308'
 NE1308'HEIGHT OF LIGHT ABOVE STATION MARK-27 METERS.
 NE1308
 NE1308                          STATION RECOVERY (1965)
 NE1308
 NE1308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DLW)
 NE1308'STATION RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN
 NE1308'DESTROYED BY THE
 NE1308'CONSTRUCTION OF MRS. THOMAS NEW RESIDENCE.  A SEARCH FOR THE
 NE1308'AZIMUTH MARK WAS MADE,
 NE1308'BUT THE WIDENING OF THE HIGHWAY AND AN ADDITIONAL
 NE1308'10-FOOT SHOULDER BEING ADDED, PROBABLY
 NE1308'DESTROYED THE MARK.  REFERENCE
 NE1308'MARK 2 WAS RESET IN DIRECT LINE WITH THE STATION AND
 NE1308'ORIGINAL LOCATION
 NE1308'OF RM 2.
 NE1308'
 NE1308'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF THE SMALL VILLAGE OF
 NE1308'CLARKSVILLE ON THE
 NE1308'WEST EDGE OF A GROUP OF HIGH SAND HILLS.
 NE1308'IT IS ON THE PROPERTY OF MRS. JOHN G.
 NE1308'THOMAS, 0.1 MILE EAST OF STATE
 NE1308'HIGHWAY 15, AT 8860 ORTONVILLE ROAD.
 NE1308'
 NE1308'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 15 AND GRANGE
 NE1308'HALL ROAD AT THE
 NE1308'WEST EDGE OF THE SMALL VILLAGE OF ORTONVILLE, GO SOUTH
 NE1308'ON STATE HIGHWAY 15 FOR 6.5 MILES
 NE1308'TO A DRIVEWAY AND MAIL BOX 8860-
 NE1308'ORTONVILLE ROAD, ON THE LEFT.  TURN LEFT INTO THE
 NE1308'DRIVEWAY AND THEN
 NE1308'RIGHT UP GRADE TO THE TOP OF THE RIDGE TO THE THOMAS RESIDENCE AND
 NE1308'THE STATION.
 NE1308'
 NE1308'THE STATION IS 83.7 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 NE1308'PORCH ON THE
 NE1308'THOMAS HOUSE., 2.4 FEET WEST OF A 6 X 6 FOOT METAL BUILDING,
 NE1308'AND 17 FEET SOUTH OF A POWER
 NE1308'POLE WITH TRANSFORMER.
 NE1308'
 NE1308'REFERENCE MARK NUMBER TWO IS SET IN THE TOP OF A 12 INCH CONCRETE
 NE1308'CYLINDER AND STAMPED
 NE1308'GROVEN NO 2 1943 RESET 1965, 77.1 FEET SOUTHWEST OF STATION.
 NE1308
 NE1308                          STATION RECOVERY (1980)
 NE1308
 NE1308'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1308'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION.
 NE1308'THE AZIMUTH MARK AND REFERENCE MARK 1 HAVE BEEN LOST.  THE DISTANCES
 NE1308'AND DIRECTIONS WERE NOT CHECKED.  THE TO REACH IS ADEQUATE, HOWEVER
 NE1308'THE FOLLOWING SHOULD BE ADDED TO THE DESCRIPTION, THE STATION IS 74.0
 NE1308'FEET SOUTHEAST OF AN 18 INCH OAK TREE AND REFERENCE MARK 2 IS 29.0
 NE1308'FEET SOUTHEAST OF A 20 INCH OAK TREE WHICH IS 15 FEET EAST OF THE
 NE1308'CENTER OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC9532 ***********************************************************************
 AC9532  SACS        -  This is a Secondary Airport Control Station.
 AC9532  DESIGNATION -  GRR C
 AC9532  PID         -  AC9532
 AC9532  STATE/COUNTY-  MI/KENT
 AC9532  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 AC9532
 AC9532                         *CURRENT SURVEY CONTROL
 AC9532  ___________________________________________________________________
 AC9532* NAD 83(1994)-  42 52 45.55318(N)    085 30 32.51587(W)     ADJUSTED  
 AC9532* NAVD 88     -       239.37   (meters)     785.3    (feet)  GPS OBS   
 AC9532  ___________________________________________________________________
 AC9532  X           -     366,549.933 (meters)                     COMP
 AC9532  Y           -  -4,666,864.120 (meters)                     COMP
 AC9532  Z           -   4,317,827.267 (meters)                     COMP
 AC9532  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AC9532  ELLIP HEIGHT-         205.77  (meters)          (07/29/02) GPS OBS
 AC9532  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 AC9532
 AC9532  HORZ ORDER  -  FIRST
 AC9532  ELLP ORDER  -  FOURTH    CLASS I
 AC9532
 AC9532.This mark is at Kent Co Intl Airport (GRR)
 AC9532
 AC9532.The horizontal coordinates were established by GPS observations
 AC9532.and adjusted by the National Geodetic Survey in November 2000..
 AC9532
 AC9532.The orthometric height was determined by GPS observations and a
 AC9532.high-resolution geoid model.
 AC9532
 AC9532.GPS derived orthometric heights for airport stations designated as
 AC9532.PACS or SACS are published to 2 decimal places.  This maintains
 AC9532.centimeter relative accuracy between the PACS and SACS.  It does
 AC9532.not indicate centimeter accuracy relative to other marks which are
 AC9532.part of the NAVD 88 network.
 AC9532
 AC9532.Photographs are available for this station.
 AC9532
 AC9532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9532
 AC9532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC9532
 AC9532.The ellipsoidal height was determined by GPS observations
 AC9532.and is referenced to NAD 83.
 AC9532
 AC9532.The geoid height was determined by GEOID03.
 AC9532
 AC9532;                    North         East     Units Scale Factor Converg.
 AC9532;SPC MI S     -   153,844.418 3,906,679.873   MT  0.99990688   -0 46 38.7
 AC9532;SPC MI S     -   504,738.90 12,817,191.18   iFT  0.99990688   -0 46 38.7
 AC9532;UTM  16      - 4,748,491.841   621,764.933   MT  0.99978240   +1 00 52.8
 AC9532
 AC9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9532!SPC MI S     -   0.99996773  x   0.99990688  =   0.99987461
 AC9532!UTM  16      -   0.99996773  x   0.99978240  =   0.99975014
 AC9532
 AC9532                          SUPERSEDED SURVEY CONTROL
 AC9532
 AC9532  ELLIP H (11/02/00)  205.80   (m)                       GP(       ) 4 1
 AC9532
 AC9532.Superseded values are not recommended for survey control.
 AC9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9532.See file dsdata.txt to determine how the superseded data were derived.
 AC9532
 AC9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2176548492(NAD 83)
 AC9532_MARKER: DH = HORIZONTAL CONTROL DISK
 AC9532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9532_STAMPING: GRR C 1981
 AC9532_MARK LOGO: NOS   
 AC9532_PROJECTION: FLUSH
 AC9532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9532+STABILITY: SURFACE MOTION
 AC9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9532+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2000
 AC9532
 AC9532  HISTORY     - Date     Condition        Report By
 AC9532  HISTORY     - 1981     MONUMENTED       NOS
 AC9532  HISTORY     - 19880901 GOOD             NGS
 AC9532  HISTORY     - 20000816 GOOD             NGS
 AC9532
 AC9532                          STATION DESCRIPTION
 AC9532
 AC9532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AC9532'STATION IS LOCATED AT THE KENT COUNTY INTL AIRPORT NEAR RUNWAY END
 AC9532'26L.  IT IS 25.6 FT (7.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AC9532'CONCRETE BASE OF THE ILS-GS (26L) ANTENNA, 23.3 FT (7.1 M) NORTH OF
 AC9532'THE NORTHWEST CORNER OF THE ILS-GS BUILDING, 15.2 FT (4.6 M) EAST OF
 AC9532'THE EAST EDGE OF THE BLACKTOP ROAD TO THE GS SITE.  THE STATION IS A
 AC9532'STANDARD NOS DISK STAMPED GRR C 1981 AND SET IN THE TOP OF A CONCRETE
 AC9532'POST WHICH IS FLUSH WITH THE SURFACE.
 AC9532
 AC9532                          STATION RECOVERY (2000)
 AC9532
 AC9532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AC9532'THE STATION IS LOCATED ABOUT 12.0 KM (7.45MI) SOUTHEAST OF GRAND
 AC9532'RAPIDS, AT THE GERALD R. FORD INTERNATIONAL AIRPORT. SOUTHWEST
 AC9532'OF RUNWAY END 26L NEAR THE GLIDE SLOPE, JUST EAST-NORTHEAST OF
 AC9532'THE ASPHALT ROAD LEADING TO THE GLIDE SLOPE AND JUST
 AC9532'NORTH-NORTHWEST OF THE BUILDING.
 AC9532'OWNERSHIP-- KENT COUNTY, 5500 44TH STREET SE, GRAND RAPIDS,
 AC9532'MI.49512.  AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL
 AC9532'OR ROBERT W. BENSTEIN, OPERATIONS DIRECTOR, PHONE (616) 233-6000 OR
 AC9532'FAX (616) 233-6025.
 AC9532'NOTE-- 24 HOUR ADVANCE NOTICE IS REQUIRED.
 AC9532'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY
 AC9532'131 AND 44TH STREET (EXIT 79) ABOUT 10.0 KM (6.2 MI) SOUTH OF GRAND
 AC9532'RAPIDS, GO EAST FOR 11.15 KM (6.9 MI) ON 44TH STREET TO A CROSS ROAD
 AC9532'(PATTERSON ROAD).  CONTINUE EAST FOR 1.4  KM (0.85 MI) ON 44TH STREET
 AC9532'(
 AC9532'TURNS INTO AIRPORT ENTRANCE ROAD) TO THE AIRPORT TERMINAL AND
 AC9532'THE OPERATIONS OFFICE UPSTAIRS.
 AC9532'THE DATUM POINT IS THE TOP CENTER OF A STANDARD NOS BRASS SURVEY
 AC9532'DISK STAMPED (GRR C 1981), SET IN TOP OF A 12 INCH ROUND  CONCRETE
 AC9532'POST FLUSH WITH THE GROUND SURFACE.  STATION IS 7.8 M (25.6 FT)
 AC9532'NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 AC9532'ILS-GLIDE SLOPE ANTENNA, 7.1 M (23.3 FT) NORTH OF THE NORTHWEST
 AC9532'CORNER OF THE ILS-GLIDE SLOPE BUILDING AND 4.63 M (15.19 FT)  EAST OF
 AC9532'THE EAST EDGE OF THE ASPHALT ROAD LEADING TO THE GLIDE SLOPE.  BY
 AC9532'R. G. HAYES.
 AC9532'NOTE-- THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AC9532'STATION.
 AC9532'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8104 ***********************************************************************
 AA8104  CBN         -  This is a Cooperative Base Network Control Station.
 AA8104  PACS        -  This is a Primary Airport Control Station.
 AA8104  DESIGNATION -  GRR D
 AA8104  PID         -  AA8104
 AA8104  STATE/COUNTY-  MI/KENT
 AA8104  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 AA8104
 AA8104                         *CURRENT SURVEY CONTROL
 AA8104  ___________________________________________________________________
 AA8104* NAD 83(1994)-  42 52 59.68136(N)    085 32 32.29162(W)     ADJUSTED  
 AA8104* NAVD 88     -       238.85   (meters)     783.6    (feet)  GPS OBS   
 AA8104  ___________________________________________________________________
 AA8104  X           -     363,816.786 (meters)                     COMP
 AA8104  Y           -  -4,666,780.028 (meters)                     COMP
 AA8104  Z           -   4,318,146.396 (meters)                     COMP
 AA8104  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AA8104  ELLIP HEIGHT-         205.26  (meters)          (07/12/02) GPS OBS
 AA8104  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AA8104
 AA8104  HORZ ORDER  -  B
 AA8104  ELLP ORDER  -  FOURTH    CLASS II
 AA8104
 AA8104.This mark is at Kent Co Intl Airport (GRR)
 AA8104
 AA8104.The horizontal coordinates were established by GPS observations
 AA8104.and adjusted by the National Geodetic Survey in September 1995..
 AA8104
 AA8104.The orthometric height was determined by GPS observations and a
 AA8104.high-resolution geoid model.
 AA8104
 AA8104.GPS derived orthometric heights for airport stations designated as
 AA8104.PACS or SACS are published to 2 decimal places.  This maintains
 AA8104.centimeter relative accuracy between the PACS and SACS.  It does
 AA8104.not indicate centimeter accuracy relative to other marks which are
 AA8104.part of the NAVD 88 network.
 AA8104
 AA8104.Photographs are available for this station.
 AA8104
 AA8104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8104
 AA8104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8104
 AA8104.The ellipsoidal height was determined by GPS observations
 AA8104.and is referenced to NAD 83.
 AA8104
 AA8104.The geoid height was determined by GEOID03.
 AA8104
 AA8104;                    North         East     Units Scale Factor Converg.
 AA8104;SPC MI S     -   154,317.724 3,903,968.214   MT  0.99990688   -0 48 00.2
 AA8104;SPC MI S     -   506,291.75 12,808,294.67   iFT  0.99990688   -0 48 00.2
 AA8104;UTM  16      - 4,748,880.063   619,040.150   MT  0.99977433   +0 59 31.5
 AA8104
 AA8104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8104!SPC MI S     -   0.99996781  x   0.99990688  =   0.99987469
 AA8104!UTM  16      -   0.99996781  x   0.99977433  =   0.99974215
 AA8104
 AA8104:                Primary Azimuth Mark                     Grid Az
 AA8104:SPC MI S     -  GRR E                                    171 47 20.4
 AA8104:UTM  16      -  GRR E                                    169 59 48.7
 AA8104
 AA8104|---------------------------------------------------------------------|
 AA8104| PID    Reference Object                     Distance      Geod. Az  |
 AA8104|                                                           dddmmss.s |
 AA8104| AI8346 GRR E                               APPROX. 0.6 KM 1705920.2 |
 AA8104|---------------------------------------------------------------------|
 AA8104
 AA8104                          SUPERSEDED SURVEY CONTROL
 AA8104
 AA8104  ELLIP H (09/20/95)  205.30   (m)                       GP(       ) 1 2
 AA8104
 AA8104.Superseded values are not recommended for survey control.
 AA8104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8104.See file dsdata.txt to determine how the superseded data were derived.
 AA8104
 AA8104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1904048880(NAD 83)
 AA8104_MARKER: I = METAL ROD
 AA8104_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8104_STAMPING: GRR D 1994
 AA8104_MARK LOGO: NGS   
 AA8104_PROJECTION: FLUSH
 AA8104_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8104+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2003
 AA8104_ROD/PIPE-DEPTH: 7.30 meters
 AA8104_SLEEVE-DEPTH  : 1.20 meters
 AA8104
 AA8104  HISTORY     - Date     Condition        Report By
 AA8104  HISTORY     - 1994     MONUMENTED       NGS
 AA8104  HISTORY     - 19980707 GOOD             WADTRI
 AA8104  HISTORY     - 19991009 GOOD             USPSQD
 AA8104  HISTORY     - 20000816 GOOD             NGS
 AA8104  HISTORY     - 20030903 GOOD             INDIV
 AA8104  HISTORY     - 20060921 POOR             GEOCAC
 AA8104
 AA8104                          STATION DESCRIPTION
 AA8104
 AA8104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8104'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF GRAND RAPIDS, AT
 AA8104'THE KENT COUNTY INTERNATIONAL AIRPORT, AT THE WEST END OF THE AIRPORT,
 AA8104'ON THE OUTSIDE OF THE NORTH PERIMETER FENCE, AT GATE 9, IN A GRASS
 AA8104'STRIP BETWEEN THE FENCE AND A PAVED ROAD.  OWNERSHIP--KENT COUNTY
 AA8104'INTERNATIONAL AIRPORT, 5500 44TH STREET SE, GRAND RAPIDS MI 49512.
 AA8104'AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL AND ROY
 AA8104'HAWKINS, PHONE 616-336-4500.  ROY HAWKINS IS FAMILIAR WITH THE SITE.
 AA8104'NO ESCORT REQUIRED TO REACH STATION.  TO REACH FROM THE OVERPASS AT
 AA8104'THE JUNCTION OF U.S.  HIGHWAY 131 AND 44TH STREET (EXIT 79) , ABOUT 10
 AA8104'KM (6.20 MI) SOUTH OF GRAND RAPIDS, GO EAST ON 44TH STREET FOR 11.15
 AA8104'KM (6.90 MI) TO A CROSSROAD, PATTERSON ROAD. CONTINUE EAST FOR 0.22 KM
 AA8104'(0.15 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, FOR 20 M, (65.6 FT) THEN
 AA8104'LEFT, EAST, ON ROSS DRIVE FOR 0.17 KM (0.10 MI) TO GATE 9 AND THE
 AA8104'STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND, AND ROD
 AA8104'IS RECESSED 3 CM BELOW GROUND. STATION IS 11.7 M (38.4 FT) SOUTH OF
 AA8104'THE ROAD CENTER, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE GATE ROAD,
 AA8104'14.2 M (46.6 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN THE
 AA8104'PERIMETER FENCE, 19.3 M (63.3 FT) NORTHWEST OF THE WEST GATEPOST, AND
 AA8104'4.1 M (13.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE GRATE.
 AA8104
 AA8104                          STATION RECOVERY (1998)
 AA8104
 AA8104'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1998 (JKP)
 AA8104'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHEAST OF GRAND RAPIDS, AT
 AA8104'THE KENT COUNTY INTERNATIONAL AIRPORT, AT THE WEST END OF THE AIRPORT,
 AA8104'ON THE OUTSIDE OF THE NORTH PERIMETER FENCE, AT GATE 9, IN A GRASS
 AA8104'STRIP BETWEEN THE FENCE AND A PAVED ROAD.  OWNERSHIP--KENT COUNTY
 AA8104'INTERNATIONAL AIRPORT, 5500 44TH STREET SE, GR, MI 49512. AIRPORT
 AA8104'MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL AND ROY HAWKINS, PHONE
 AA8104'616-336-4500.  ROY HAWKINS IS FAMILIAR WITH THE SITE. NO ESCOURT
 AA8104'REQUIRED TO REACH THE STATION.  TO REACH FROM THE OVERPASS AT THE
 AA8104'JUNCTION OF US 131 AND 44TH STREET (EXIT 79) , ABOUT 10 KM (6.20 MI)
 AA8104'SOUTH OF GRAND RAPIDS, GO EAST ON 44TH STREET FOR 11.15 KM (6.90 MI)
 AA8104'TO A CROSS ROAD, PATTERSON ROAD.  CONTINUE EAST FOR 0.22 KM (0.15 MI)
 AA8104'TO A PAVED ROAD RIGHT.  TURN RIGHT, FOR 20 M (65.6 FT) THEN LEFT,
 AA8104'EAST, ON ROSS DRIVE FOR 0.17 KM (0.10 MI) TO GATE 9 AND THE STATION ON
 AA8104'THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND, AND ROD IS RECESSED
 AA8104'3 CM BELOW GROUND.  STATION IS 11.7 M (38.4 FT) SOUTH OF THE ROAD
 AA8104'CENTER, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE GATE ROAD, 14.2 M
 AA8104'(46.6 FT) NORTH OF A FIBERGLASS WITNESS POST SET IN THE PERIMETER
 AA8104'FENCE, 19.3 M (63.3 FT) NORTHWEST OF THE WEST GATEPOST, AND 4.1 M
 AA8104'(13.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A SQUARE GRATE.
 AA8104
 AA8104                          STATION RECOVERY (1999)
 AA8104
 AA8104'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA8104'RECOVERED IN GOOD CONDITION.
 AA8104
 AA8104                          STATION RECOVERY (2000)
 AA8104
 AA8104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 AA8104'THE STATION IS LOCATED ABOUT 12.0 KM (7.45MI) SOUTHEAST OF GRAND
 AA8104'RAPIDS, AT THE GERALD R. FORD INTERNATIONAL AIRPORT.  IT IS NEAR THE
 AA8104'WEST END OF THE AIRPORT NORTH OF AND OUTSIDE OF THE NORTH
 AA8104'PERIMETER FENCE IN THE GRASS AREA BETWEEN THE FENCE AND A PAVED
 AA8104'ROAD (ROSS DRIVE), JUST NORTHWEST OF GATE NUMBER 9 AND A 2X2 FOOT
 AA8104'METAL
 AA8104'CATCH BASIN GRATE.
 AA8104'OWNERSHIP-- KENT COUNTY, 5500 44TH STREET SE, GRAND RAPIDS, MI
 AA8104'49512.  AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL OR
 AA8104'ROBERT W. BENSTEIN, OPERATIONS DIRECTOR, PHONE (616) 233-6000 OR
 AA8104'FAX (616) 233-6025.
 AA8104'NOTE-- 24 HOUR ADVANCE NOTICE IS REQUIRED.
 AA8104'TO REACH THE STATION FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY
 AA8104'131 AND 44TH STREET (EXIT 79) ABOUT 10 KM (6.2 MI) SOUTH OF GRAND
 AA8104'RAPIDS, GO EAST FOR 11.15KM (6.9 MI) ON 44TH STREET TO A CROSSROAD,
 AA8104'PATTERSON ROAD.  CONTINUE EAST FOR 0.22 KM (0.15 MI) TO A PAVED ROAD
 AA8104'RIGHT.  TURN RIGHT FOR ABOUT 20M (65.6 FT), THEN TURN LEFT, EAST, ON
 AA8104'ROSS DRIVE FOR 0.17 KM (0.10 MI) TO GATE NUMBER 9 AND THE STATION ON
 AA8104'THE
 AA8104'RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND AND THE ROD IS
 AA8104'RECESSED ABOUT 3 CM BELOW GROUND.
 AA8104'THE STATION IS 19.3 M (63.3 FT) NORTHWEST OF THE WEST GATE POST, 16.5
 AA8104'M (54.1 FT) WEST OF THE GATE ROAD CENTER, 14.2 M (46.6 FT) NORTH OF A
 AA8104'FIBERGLASS WITNESS POST SET IN THE FENCE, 11.7 M (38.4 FT) SOUTH OF
 AA8104'THE ROSS ROAD CENTERLINE AND 4.1 M (13.5 FT) OF THE NORTHWEST
 AA8104'CORNER OF THE METAL GRATE.  BY R. G. HAYES
 AA8104'NOTE-- THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION.
 AA8104' 
 AA8104' 
 AA8104'
 AA8104
 AA8104                          STATION RECOVERY (2003)
 AA8104
 AA8104'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 AA8104'WITNESSES TO MARK- NW COR. SEC. 30, T6N, R10W N83D43M20SW
 AA8104'1300.92'(396.52 M)              C/L ACCESS ROAD NORTH 38' (11.6 M)
 AA8104'LIGHT POLE NORTH 108' (33 M)    C/L CATCH BASIN ESE 15' (4.5 M)
 AA8104'8 INCH MAPLE NE 119' (36.3 M)
 AA8104'C/L ROSS DRIVE IS WEST 307' (93.5 M).
 AA8104
 AA8104                          STATION RECOVERY (2006)
 AA8104
 AA8104'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 AA8104'MARKER COVER IS SEVERLY DAMAGED AND NEEDS REPLACING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8346 ***********************************************************************
 AI8346  SACS        -  This is a Secondary Airport Control Station.
 AI8346  DESIGNATION -  GRR E
 AI8346  PID         -  AI8346
 AI8346  STATE/COUNTY-  MI/KENT
 AI8346  USGS QUAD   -  GRAND RAPIDS EAST (1981)
 AI8346
 AI8346                         *CURRENT SURVEY CONTROL
 AI8346  ___________________________________________________________________
 AI8346* NAD 83(1994)-  42 52 40.22266(N)    085 32 28.09586(W)     ADJUSTED  
 AI8346* NAVD 88     -       240.33   (meters)     788.5    (feet)  GPS OBS   
 AI8346  ___________________________________________________________________
 AI8346  X           -     363,943.567 (meters)                     COMP
 AI8346  Y           -  -4,667,181.084 (meters)                     COMP
 AI8346  Z           -   4,317,707.384 (meters)                     COMP
 AI8346  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AI8346  ELLIP HEIGHT-         206.74  (meters)          (07/29/02) GPS OBS
 AI8346  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AI8346
 AI8346  HORZ ORDER  -  FIRST
 AI8346  ELLP ORDER  -  FOURTH    CLASS I
 AI8346
 AI8346.This mark is at Kent Co Intl Airport (GRR)
 AI8346
 AI8346.The horizontal coordinates were established by GPS observations
 AI8346.and adjusted by the National Geodetic Survey in November 2000..
 AI8346
 AI8346.The orthometric height was determined by GPS observations and a
 AI8346.high-resolution geoid model.
 AI8346
 AI8346.GPS derived orthometric heights for airport stations designated as
 AI8346.PACS or SACS are published to 2 decimal places.  This maintains
 AI8346.centimeter relative accuracy between the PACS and SACS.  It does
 AI8346.not indicate centimeter accuracy relative to other marks which are
 AI8346.part of the NAVD 88 network.
 AI8346
 AI8346.Photographs are available for this station.
 AI8346
 AI8346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8346
 AI8346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8346
 AI8346.The ellipsoidal height was determined by GPS observations
 AI8346.and is referenced to NAD 83.
 AI8346
 AI8346.The geoid height was determined by GEOID03.
 AI8346
 AI8346;                    North         East     Units Scale Factor Converg.
 AI8346;SPC MI S     -   153,716.044 3,904,055.035   MT  0.99990689   -0 47 57.3
 AI8346;SPC MI S     -   504,317.73 12,808,579.51   iFT  0.99990689   -0 47 57.3
 AI8346;UTM  16      - 4,748,281.472   619,145.731   MT  0.99977464   +0 59 34.0
 AI8346
 AI8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8346!SPC MI S     -   0.99996758  x   0.99990689  =   0.99987447
 AI8346!UTM  16      -   0.99996758  x   0.99977464  =   0.99974223
 AI8346
 AI8346:                Primary Azimuth Mark                     Grid Az
 AI8346:SPC MI S     -  GRR D                                    351 47 20.3
 AI8346:UTM  16      -  GRR D                                    349 59 49.0
 AI8346
 AI8346|---------------------------------------------------------------------|
 AI8346| PID    Reference Object                     Distance      Geod. Az  |
 AI8346|                                                           dddmmss.s |
 AI8346| AA8104 GRR D                               APPROX. 0.6 KM 3505923.0 |
 AI8346|---------------------------------------------------------------------|
 AI8346
 AI8346                          SUPERSEDED SURVEY CONTROL
 AI8346
 AI8346  ELLIP H (11/02/00)  206.77   (m)                       GP(       ) 4 1
 AI8346
 AI8346.Superseded values are not recommended for survey control.
 AI8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8346.See file dsdata.txt to determine how the superseded data were derived.
 AI8346
 AI8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN1914648281(NAD 83)
 AI8346_MARKER: DH = HORIZONTAL CONTROL DISK
 AI8346_SETTING: 0 = UNSPECIFIED SETTING
 AI8346_SP_SET: CONCRETE SIGN BASE
 AI8346_STAMPING: GRR E 2000
 AI8346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8346+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000
 AI8346
 AI8346  HISTORY     - Date     Condition        Report By
 AI8346  HISTORY     - 20000801 MONUMENTED       NGS
 AI8346  HISTORY     - 20010313 POOR             NGS
 AI8346
 AI8346                          STATION DESCRIPTION
 AI8346
 AI8346'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RGH)
 AI8346'THE STATION IS LOCATED ABOUT 12.0 KM (7.45MI) SOUTHEAST OF GRAND
 AI8346'RAPIDS, AT THE GERALD R. FORD INTERNATIONAL AIRPORT.  IT IS NEAR THE
 AI8346'WEST SIDE OF THE AIRPORT NORTHEAST OF RUNWAY END 8R.  NEAR THE
 AI8346'NORTH-NORTHWEST EDGE OF A GRASS MEDIAN SOUTH-SOUTHEAST OF
 AI8346'TAXIWAY DNEAR THE CENTER OF THE HOLDING APRON FOR RUNWAY8R.
 AI8346'SET IN TOP OF AND NEAR THE SOUTH CORNER OF A 3X16X 4 FOOT DEEP
 AI8346'CONCRETE SIGN BASE WITH SIGN READING (OBSERVE NOISE ABATEMENT
 AI8346'PROCEDURES).
 AI8346'OWNERSHIP-- KENT COUNTY, 5500 44TH STREET SE, GRAND RAPIDS,
 AI8346'MI.49512.  AIRPORT MANAGER IS JIM KOSLOSKY.  CONTACT GERALD LOVELL
 AI8346'OR ROBERT W. BENSTEIN, OPERATIONS DIRECTOR, PHONE (616) 233-6000 OR
 AI8346'FAX (616) 233-6025.
 AI8346'NOTE-- 24 HOUR ADVANCE NOTICE IS REQUIRED.
 AI8346'TO REACH THE AIRPORT TERMINAL FROM THE OVERPASS JUNCTION OF U.S.
 AI8346'HIGHWAY 131 AND 44TH STREET (EXIT 79) ABOUT 10.0 KM (6.2 MI) SOUTH OF
 AI8346'GRAND RAPIDS, GO EAST FOR 11.15 KM (6.9 MI) ON 44TH STREET TO A CROSS
 AI8346'ROAD (PATTERSON ROAD).  CONTINUE EAST FOR 1.4 KM (0.85 MI) ON 44TH
 AI8346'STREET (TURNS INTO AIRPORT ENTRANCE ROAD) TO THE AIRPORT
 AI8346'TERMINAL AND THE OPERATIONS OFFICE UPSTAIRS.
 AI8346'THE DATUM POINT IS THE TOP CENTER OF A STANDARD NGS HORIZONTAL
 AI8346'CONTROL DISK STAMPED ( GRR E 2000).  STATION IS 8.53 M (27.99 FT
 AI8346'SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST EDGE OF TAXIWAY D, AND
 AI8346'THE STATION IS ABOUT LEVEL WITH THE TAXIWAY D CENTER AND
 AI8346'PROJECTING 8-CM ABOVE THE GROUND SURFACE.  BY R.G. HAYES.
 AI8346'NOTE-- THIS STATION WAS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI8346'STATION.
 AI8346' 
 AI8346'
 AI8346
 AI8346                          STATION RECOVERY (2001)
 AI8346
 AI8346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DAH)
 AI8346'PER TELEPHONE CALL FROM MICHIGAN STATE GEODETIC ADVISOR, THIS STATION
 AI8346'WILL SOON BE DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0632 ***********************************************************************
 NE0632  DESIGNATION -  GTW USLS
 NE0632  PID         -  NE0632
 NE0632  STATE/COUNTY-  MI/WAYNE
 NE0632  USGS QUAD   -  DETROIT (1980)
 NE0632
 NE0632                         *CURRENT SURVEY CONTROL
 NE0632  ___________________________________________________________________
 NE0632* NAD 83(1986)-  42 19 47.     (N)    083 02 15.     (W)     SCALED    
 NE0632* NAVD 88     -       176.734  (meters)     579.83   (feet)  ADJUSTED  
 NE0632  ___________________________________________________________________
 NE0632  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0632  DYNAMIC HT  -         176.682 (meters)     579.66  (feet)  COMP
 NE0632  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 NE0632
 NE0632  VERT ORDER  -  FIRST     CLASS 0
 NE0632
 NE0632.The horizontal coordinates were scaled from a topographic map and have
 NE0632.an estimated accuracy of +/- 6 seconds.
 NE0632
 NE0632.The orthometric height was determined by differential leveling
 NE0632.and adjusted by the National Geodetic Survey in June 1991..
 NE0632
 NE0632.The geoid height was determined by GEOID03.
 NE0632
 NE0632.The dynamic height is computed by dividing the NAVD 88
 NE0632.geopotential number by the normal gravity value computed on the
 NE0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0632.degrees latitude (g = 980.6199 gals.).
 NE0632
 NE0632.The modeled gravity was interpolated from observed gravity values.
 NE0632
 NE0632;                    North         East    Units  Estimated Accuracy
 NE0632;SPC MI S     -    93,030.    4,109,540.      MT  (+/- 180 meters Scaled)
 NE0632
 NE0632                          SUPERSEDED SURVEY CONTROL
 NE0632
 NE0632  NGVD 29 (??/??/92)  176.91   (m)          580.4    (f) COMPUTED    1 0
 NE0632
 NE0632.Superseded values are not recommended for survey control.
 NE0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0632.See file dsdata.txt to determine how the superseded data were derived.
 NE0632
 NE0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG321883(NAD 83)
 NE0632_MARKER: B = BOLT
 NE0632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0632_SP_SET: CONCRETE SLAB
 NE0632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0632
 NE0632  HISTORY     - Date     Condition        Report By
 NE0632  HISTORY     - 1970     MONUMENTED       USLS
 NE0632  HISTORY     - 1970     GOOD             USLS
 NE0632  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0632  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0632
 NE0632                          STATION DESCRIPTION
 NE0632
 NE0632'DESCRIBED BY US LAKE SURVEY 1970
 NE0632'AT DETROIT.
 NE0632'GTW IS AT DETROIT, WAYNE COUNTY, MICHIGAN, ABOUT 240 FEET WEST OF
 NE0632'INTERSECTION OF ST. ANTOINE STREET, 49.9 FEET NORTH OF NORTHWEST
 NE0632'CORNER OF WAREHOUSE NEXT TO ENTRANCE DRIVE TO GRAND TRUNK
 NE0632'RAILROAD YARD, 21 FEET NORTH OF CENTERLINE OF ATWATER STREET,
 NE0632'0.7 FOOT EAST OF WEST EDGE AND 0.6 FEET SOUTH OF NORTH EDGE OF A
 NE0632'6 X 8 FOOT CONCRETE SLAB WITH MANHOLE, 1/2-FOOT ABOVE THE GROUND,
 NE0632'BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT
 NE0632'SET INTO THE CONCRETE SLAB.  NOTE-- PREV. DESIG. BM GTW 1970.
 NE0632
 NE0632                          STATION RECOVERY (1980)
 NE0632
 NE0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0632'NOT RECOVERED
 NE0632
 NE0632                          STATION RECOVERY (1999)
 NE0632
 NE0632'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0236 ***********************************************************************
 NE0236  DESIGNATION -  GUARD
 NE0236  PID         -  NE0236
 NE0236  STATE/COUNTY-  MI/ST CLAIR
 NE0236  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0236
 NE0236                         *CURRENT SURVEY CONTROL
 NE0236  ___________________________________________________________________
 NE0236* NAD 83(1986)-  42 33 08.     (N)    082 39 04.     (W)     SCALED    
 NE0236* NAVD 88     -       176.043  (meters)     577.57   (feet)  ADJUSTED  
 NE0236  ___________________________________________________________________
 NE0236  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 NE0236  DYNAMIC HT  -         175.993 (meters)     577.40  (feet)  COMP
 NE0236  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NE0236
 NE0236  VERT ORDER  -  FIRST     CLASS 0
 NE0236
 NE0236.The horizontal coordinates were scaled from a topographic map and have
 NE0236.an estimated accuracy of +/- 6 seconds.
 NE0236
 NE0236.The orthometric height was determined by differential leveling
 NE0236.and adjusted by the National Geodetic Survey in June 1991..
 NE0236
 NE0236.The geoid height was determined by GEOID03.
 NE0236
 NE0236.The dynamic height is computed by dividing the NAVD 88
 NE0236.geopotential number by the normal gravity value computed on the
 NE0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0236.degrees latitude (g = 980.6199 gals.).
 NE0236
 NE0236.The modeled gravity was interpolated from observed gravity values.
 NE0236
 NE0236;                    North         East    Units  Estimated Accuracy
 NE0236;SPC MI S     -   118,310.    4,140,880.      MT  (+/- 180 meters Scaled)
 NE0236
 NE0236                          SUPERSEDED SURVEY CONTROL
 NE0236
 NE0236  NGVD 29 (??/??/92)  176.180  (m)          578.02   (f) ADJ UNCH    1 0
 NE0236
 NE0236.Superseded values are not recommended for survey control.
 NE0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0236.See file dsdata.txt to determine how the superseded data were derived.
 NE0236
 NE0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH644124(NAD 83)
 NE0236_MARKER: Z = SEE DESCRIPTION
 NE0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0236_SP_SET: IRON ROD
 NE0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0236
 NE0236  HISTORY     - Date     Condition        Report By
 NE0236  HISTORY     - 1956     MONUMENTED       USLS
 NE0236  HISTORY     - 1970     GOOD             USLS
 NE0236  HISTORY     - 19960912 GOOD             USPSQD
 NE0236
 NE0236                          STATION DESCRIPTION
 NE0236
 NE0236'DESCRIBED BY US LAKE SURVEY 1970
 NE0236'AT HARSENS ISLAND.
 NE0236'GUARD IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR
 NE0236'COUNTY, MICHIGAN, JUST UPRIVER FROM THE ST. CLAIR FLATS CANAL,
 NE0236'NEAR DRIVEWAY INTO THE COAST GUARD STATION, 47.5 FEET SOUTHWEST
 NE0236'OF DRIVEWAY CENTERLINE, 27.2 FEET SOUTHWEST OF A UTILITY POLE,
 NE0236'20.0 FEET EAST OF CENTERLINE OF SOUTH CHANNEL DRIVE, 1/2-FOOT
 NE0236'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0236'3/4-INCH DIAMETER IRON ROD, 10 FEET LONG.  NOTE-- BM 1956
 NE0236
 NE0236                          STATION RECOVERY (1996)
 NE0236
 NE0236'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1115 ***********************************************************************
 RJ1115  DESIGNATION -  GUARD
 RJ1115  PID         -  RJ1115
 RJ1115  STATE/COUNTY-  MI/MACKINAC
 RJ1115  USGS QUAD   -  OZARK SE (1976)
 RJ1115
 RJ1115                         *CURRENT SURVEY CONTROL
 RJ1115  ___________________________________________________________________
 RJ1115* NAD 83(1994)-  46 06 37.07755(N)    084 48 38.16859(W)     ADJUSTED  
 RJ1115* NAVD 88     -       276.     (meters)     906.     (feet)  SCALED    
 RJ1115  ___________________________________________________________________
 RJ1115  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 RJ1115  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 RJ1115
 RJ1115  HORZ ORDER  -  FIRST
 RJ1115
 RJ1115.The horizontal coordinates were established by classical geodetic methods
 RJ1115.and adjusted by the National Geodetic Survey in February 1997..
 RJ1115
 RJ1115.The orthometric height was scaled from a topographic map.
 RJ1115
 RJ1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1115
 RJ1115.The geoid height was determined by GEOID03.
 RJ1115
 RJ1115;                    North         East     Units Scale Factor Converg.
 RJ1115;SPC MI N     -   149,821.316 8,169,223.474   MT  0.99990748   +1 34 56.9
 RJ1115;SPC MI N     -   491,539.75 26,801,914.28   iFT  0.99990748   +1 34 56.9
 RJ1115;UTM  16      - 5,108,632.828   669,191.406   MT  0.99995191   +1 34 41.6
 RJ1115
 RJ1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1115!SPC MI N     -   0.99996228  x   0.99990748  =   0.99986977
 RJ1115!UTM  16      -   0.99996228  x   0.99995191  =   0.99991420
 RJ1115
 RJ1115:                Primary Azimuth Mark                     Grid Az
 RJ1115:SPC MI N     -  MAPLE HILL MICROWAVE MAST                020 35 07.4
 RJ1115:UTM  16      -  MAPLE HILL MICROWAVE MAST                020 35 22.7
 RJ1115
 RJ1115|---------------------------------------------------------------------|
 RJ1115| PID    Reference Object                     Distance      Geod. Az  |
 RJ1115|                                                           dddmmss.s |
 RJ1115| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX. 5.5 KM 0221004.3 |
 RJ1115| CH1216 GUARD RM 1                           30.633 METERS 06205     |
 RJ1115| RJ1114 FLAT                                APPROX. 9.1 KM 1610335.1 |
 RJ1115| CH1217 GUARD RM 2                           22.434 METERS 16105     |
 RJ1115|---------------------------------------------------------------------|
 RJ1115
 RJ1115                          SUPERSEDED SURVEY CONTROL
 RJ1115
 RJ1115  NAD 83(1986)-  46 06 37.07060(N)    084 48 38.16638(W) AD(       ) 1
 RJ1115  NAD 27      -  46 06 37.02129(N)    084 48 37.96228(W) AD(       ) 1
 RJ1115
 RJ1115.Superseded values are not recommended for survey control.
 RJ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1115.See file dsdata.txt to determine how the superseded data were derived.
 RJ1115
 RJ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS6919108633(NAD 83)
 RJ1115_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1115
 RJ1115  HISTORY     - Date     Condition        Report By
 RJ1115  HISTORY     - 1965     MONUMENTED       CGS
 RJ1115
 RJ1115                          STATION DESCRIPTION
 RJ1115
 RJ1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1115'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF TROUT LAKE, 8
 RJ1115'MILES
 RJ1115'NORTH-NORTHEAST OF MORAN, 3/4 MILE SOUTH OF EAST LAKE, AND ON
 RJ1115'STATE OWNED PROPERTY.
 RJ1115'
 RJ1115'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO
 RJ1115'EASTERLY ON STATE
 RJ1115'HIGHWAY 123 FOR 0.85 MILE TO A SIDE ROAD LEFT AT SIGN
 RJ1115'RUDYARD 22.  TURN LEFT AND GO
 RJ1115'NORTHEAST THEN EAST ON A PAVED ROAD FOR
 RJ1115'9.25 MILES TO A SIDE ROAD RIGHT AT SIGN MAPLE
 RJ1115'HILL TOWER 2 EAST LAKE
 RJ1115'5.  TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD (U.S. FOREST
 RJ1115'SERVICE ROAD NO.
 RJ1115'3119) FOR 4.75 MILES TO A SIDE ROAD LEFT (U.S. FOREST SERVICE
 RJ1115'ROAD NO. 3114).  CONTINUE
 RJ1115'AHEAD SOUTHERLY ON A GRAVELED ROAD FOR 1.15
 RJ1115'MILES TO A GRAVEL PIT ON THE LEFT AND A
 RJ1115'TRACK ROAD ON THE RIGHT.  CONTINUE
 RJ1115'AHEAD ON THE GRAVELED ROAD FOR ABOUT 150 FEET TO A TRACK
 RJ1115'ROAD ON THE
 RJ1115'RIGHT.  TURN RIGHT AND GO WESTERLY ON THE TRACK ROAD FOR 0.25 MILE
 RJ1115'TO A Y-FORK.  TAKE THE
 RJ1115'LEFT FORK AND GO WEST ON A TRACK ROAD FOR 0.1
 RJ1115'MILE TO A DIM SIDE ROAD LEFT.  CONTINUE
 RJ1115'AHEAD WEST ON AN OLD RAILROAD
 RJ1115'TRACK BED FOR 0.45 MILE TO A SMALL CLEARING ON THE LEFT
 RJ1115'AND THE STATION.
 RJ1115'
 RJ1115'STATION MARKS ARE STANDARD DISKS STAMPED GUARD 1965.  THE SURFACE
 RJ1115'DISK IS SET IN A
 RJ1115'ROUND CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT
 RJ1115'IS 33 FEET NORTHWEST OF A 6 INCH
 RJ1115'ELM TREE, 29 FEET SOUTH-SOUTHWEST OF
 RJ1115'AN 8 INCH ELM TREE, 16 FEET SOUTH OF THE CENTER OF
 RJ1115'THE TRACK ROAD, 14
 RJ1115'FEET NORTHEAST OF A 6 INCH MAPLE TREE, AND 5 FEET SOUTH-SOUTHWEST OF
 RJ1115'A METAL WITNESS
 RJ1115'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RJ1115'MASS OF CONCRETE 20 INCHES BELOW
 RJ1115'THE SURFACE OF THE GROUND.
 RJ1115'
 RJ1115'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GUARD NO 1 1965, IS
 RJ1115'SET IN A ROUND
 RJ1115'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 15
 RJ1115'FEET NORTH OF THE CENTER OF THE
 RJ1115'TRACK ROAD, 12 FEET SOUTHEAST OF A 6
 RJ1115'INCH ELM TREE, 3 FEET SOUTHWEST OF A TWIN TRUNKED
 RJ1115'12 INCH TREE, AND
 RJ1115'2 FEET WEST OF A METAL WITNESS POST.
 RJ1115'
 RJ1115'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GUARD NO 2 1965,
 RJ1115'IS SET IN A ROUND
 RJ1115'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 26 FEET
 RJ1115'EAST-SOUTHEAST OF A 10 INCH MAPLE
 RJ1115'TREE, 13 FEET NORTHWEST OF A 6 INCH
 RJ1115'MAPLE TREE, AND 3 FEET SOUTHWEST OF A METAL WITNESS
 RJ1115'POST.
 RJ1115'
 RJ1115'NOTE- NO SUITABLE PLACE COULD BE FOUND TO SET AN AZIMUTH MARK AT THIS
 RJ1115'TIME.
 RJ1115'
 RJ1115'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0547 ***********************************************************************
 OK0547  DESIGNATION -  GUILD
 OK0547  PID         -  OK0547
 OK0547  STATE/COUNTY-  MI/MONTCALM
 OK0547  USGS QUAD   -  RIVERDALE (1965)
 OK0547
 OK0547                         *CURRENT SURVEY CONTROL
 OK0547  ___________________________________________________________________
 OK0547* NAD 83(1994)-  43 24 08.19113(N)    084 51 55.10570(W)     ADJUSTED  
 OK0547* NAVD 88     -       273.5    (meters)     897.     (feet)  VERTCON   
 OK0547  ___________________________________________________________________
 OK0547  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 OK0547  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 OK0547
 OK0547  HORZ ORDER  -  FIRST
 OK0547
 OK0547.The horizontal coordinates were established by classical geodetic methods
 OK0547.and adjusted by the National Geodetic Survey in February 1997..
 OK0547
 OK0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0547
 OK0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0547
 OK0547.The geoid height was determined by GEOID03.
 OK0547
 OK0547;                    North         East     Units Scale Factor Converg.
 OK0547;SPC MI S     -   211,424.220 3,959,608.983   MT  0.99994760   -0 20 21.6
 OK0547;SPC MI S     -   693,649.02 12,990,843.12   iFT  0.99994760   -0 20 21.6
 OK0547;UTM  16      - 4,807,701.492   672,858.195   MT  0.99996756   +1 28 01.7
 OK0547
 OK0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0547!SPC MI S     -   0.99996225  x   0.99994760  =   0.99990985
 OK0547!UTM  16      -   0.99996225  x   0.99996756  =   0.99992981
 OK0547
 OK0547:                Primary Azimuth Mark                     Grid Az
 OK0547:SPC MI S     -  SHEPHERD MUNICIPAL TANK                  045 40 05.4
 OK0547:UTM  16      -  SHEPHERD MUNICIPAL TANK                  043 51 42.1
 OK0547
 OK0547|---------------------------------------------------------------------|
 OK0547| PID    Reference Object                     Distance      Geod. Az  |
 OK0547|                                                           dddmmss.s |
 OK0547| OK0557 SHEPHERD MUNICIPAL TANK             APPROX.19.2 KM 0451943.8 |
 OK0547| OK0531 ST LOUIS G LAKES SUGAR THN STK      APPROX.21.8 KM 0872609.0 |
 OK0547| OK0532 ST LOUIS G LAKES SUGAR BR STK       APPROX.21.8 KM 0873029.4 |
 OK0547| CH0262 GUILD RM 4                           25.060 METERS 08839     |
 OK0547| OK0538 ALMA MUNICIPAL TANK                 APPROX.17.2 KM 0982957.1 |
 OK0547| OK0551 GUILD 2                              19.011 METERS 15701     |
 OK0547| OK0548 GUILD RM 5                           17.079 METERS 17454     |
 OK0547| CH0259 GUILD RM 1                           33.982 METERS 20452     |
 OK0547| CH0258 GUILD AZ MK                                        2412221.9 |
 OK0547| CH0260 GUILD RM 2                           29.855 METERS 32654     |
 OK0547| OK0550 GUILD AZ MK 2                       APPROX. 0.7 KM 3571859.1 |
 OK0547| CH0261 GUILD RM 3                           18.465 METERS 35958     |
 OK0547|---------------------------------------------------------------------|
 OK0547
 OK0547                          SUPERSEDED SURVEY CONTROL
 OK0547
 OK0547  NAD 83(1986)-  43 24 08.18765(N)    084 51 55.11886(W) AD(       ) 1
 OK0547  NAD 27      -  43 24 08.07600(N)    084 51 55.06700(W) AD(       ) 1
 OK0547  NGVD 29 (07/19/86)  273.6    (m)          898.     (f) VERT ANG       
 OK0547
 OK0547.Superseded values are not recommended for survey control.
 OK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0547.See file dsdata.txt to determine how the superseded data were derived.
 OK0547
 OK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7285807701(NAD 83)
 OK0547_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0547
 OK0547  HISTORY     - Date     Condition        Report By
 OK0547  HISTORY     - 1932     MONUMENTED       CGS
 OK0547  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0547  HISTORY     - 1963     SEE DESCRIPTION  USGS
 OK0547  HISTORY     - 1969     SEE DESCRIPTION  CGS
 OK0547  HISTORY     - 1978     GOOD             NGS
 OK0547  HISTORY     - 19940622 GOOD             USPSQD
 OK0547  HISTORY     - 20011205 MARK NOT FOUND   NGS
 OK0547
 OK0547                          STATION DESCRIPTION
 OK0547
 OK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0547'ABOUT 14 MILES SOUTHWEST
 OK0547'OF MOUNT PLEASANT,
 OK0547'2 MILES NORTHWEST OF RIVERDALE, IN NW 1/4 SEC. 25, T. 12 N.,
 OK0547'R. 5 W., ON LAND OWNED BY GEORGE
 OK0547'GUILD, 25 FEET EAST OF CENTER LINE OF GRAVEL ROAD,
 OK0547'25 FEET NORTH OF 15-INCH PINE TREE AT FENCE CORNER
 OK0547'WHICH IS MOST NORTHERLY OF LINE
 OK0547'OF PINES ALONG EAST SIDE OF ROAD, AND 84 FEET WEST OF SOUTHWEST
 OK0547'CORNER OF OLD STONE FOUNDATION
 OK0547'OF BURNED HOUSE.  TO REACH FROM RIVERDALE, GO WEST 1.5 MILES ON ROUTE
 OK0547'M-46, PROCEED NORTH 0.5 MILE
 OK0547'TO POINT WHERE ROUTE M-46 TURNS WEST, AND CONTINUE
 OK0547'STRAIGHT NORTH ON GRAVEL ROAD ABOUT 300 YARDS
 OK0547'TO STATION SITE.  SURFACE AND UNDERGROUND
 OK0547'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND
 OK0547'7A.  UPPER MARK
 OK0547'IS FLUSH WITH SURFACE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 OK0547'REFERENCE DISKS IN CONCRETE,
 OK0547'NOTE 11A.  NO. 1 PROJECTS 3 INCHES, IS IN EDGE OF CULTIVATED
 OK0547'FIELD, 64 FEET SOUTH OF 15-INCH OAK TREE, 23
 OK0547'FEET WEST OF CENTER LINE OF GRAVEL
 OK0547'ROAD, AND 111.49 FEET FROM STATION IN AZIMUTH 24 DEG 52 MIN.
 OK0547'NO. 2 PROJECTS 6 INCHES, IS 27 FEET
 OK0547'WEST OF CENTER LINE OF ROAD, 6 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 OK0547'FENCE AROUND PASTURE, AND 97.95
 OK0547'FEET FROM STATION IN AZIMUTH 146 DEG 54 MIN.  AZIMUTH MARK
 OK0547'PROJECTS 6 INCHES, IS IN EDGE OF CULTIVATED
 OK0547'FIELD, 30 FEET NORTH OF CENTER LINE OF ROUTE
 OK0547'M-46, 15 FEET WEST OF 4-INCH SASSAFRAS TREE, 80 YARDS WEST OF
 OK0547'CONCRETE CULVERT UNDER HIGHWAY,
 OK0547'AND APPROXIMATELY 0.1 MILE FROM STATION IN AZIMUTH 61 DEG 22 MIN 22
 OK0547'SEC.
 OK0547
 OK0547                          STATION RECOVERY (1932)
 OK0547
 OK0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0547'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE
 OK0547'RECOVERED IN GOOD CONDITION.  REFERENCE MARK 4 WAS NOT FOUND
 OK0547'AND WAS PROBABLY DESTROYED DURING CONSTRUCTION OF NEW HOUSE
 OK0547'BY MR. HERBERT GUILD, WHO OWNS THE LAND.  HE DID NOT WANT THE
 OK0547'TOWER BUILT OVER THE STATION WHICH IS IN THE YARD AND NEAR THE
 OK0547'HOUSE.  REFERENCE MARK 5 WAS ESTABLISHED AND OCCUPIED AT THIS
 OK0547'TIME.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 3
 OK0547'CHECKED THE 1969 DATA ADEQUATELY.  DUE TO CHANGES A NEW
 OK0547'DESCRIPTION FOLLOWS.
 OK0547'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF
 OK0547'MOUNT PLEASANT, 10 MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST
 OK0547'OF JERSEYVILLE, AND 1-3/4 MILES EAST OF VESTABURG.  IT
 OK0547'IS IN THE NORTHWEST 1/4 OF SECTION 25, T12N, R5W.
 OK0547'
 OK0547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND
 OK0547'COUNTY ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON
 OK0547'STATE HIGHWAY 46 FOR 2.0 MILES TO A CROSS ROAD AND THE AZIMUTH
 OK0547'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 OK0547'AND GO SOUTH ON DOUGLAS ROAD FOR 0.45 MILE TO TOP OF GRADE AND
 OK0547'STATION ON THE LEFT, EAST SIDE OF ROAD.
 OK0547'
 OK0547'THE STATION MARKS, STAMPED---GUILD 1932---, ARE STANDARD DISKS.
 OK0547'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0547'MONUMENT WHICH IS 2 INCHES BELOW THE LAWN SURFACE.  IT IS 84
 OK0547'FEET WEST OF THE SOUTHWEST CORNER OF HOUSE, 26 FEET EAST OF THE
 OK0547'APPROXIMATE CENTER OF DOUGLAS ROAD, 25 FEET NORTH OF A 20-INCH
 OK0547'PINE TREE AND 19 FEET SOUTH OF DRIVEWAY.  IT IS
 OK0547'ASSUMED THE UNDERGROUND MARK IS 43 INCHES BELOW THE GROUND
 OK0547'SURFACE.
 OK0547'
 OK0547'REFERENCE MARK 3, STAMPED---GUILD 1932 NO 3 1969---, IS
 OK0547'A STANDARD DISK SET
 OK0547'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0547'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET
 OK0547'NORTH OF CENTER OF DRIVEWAY, 28 FEET EAST OF CENTER OF DOUGLAS
 OK0547'ROAD, 18 FEET WEST OF THE CENTER OF DRIVEWAY TO BARN, 3 FEET
 OK0547'SOUTH-SOUTHEAST OF A SMALL ASH TREE AND 1.3 FEET WEST OF METAL
 OK0547'WITNESS POST WITH SIGN ATTACHED.
 OK0547'
 OK0547'REFERENCE MARK 5, STAMPED---GUILD 1932 NO 5 1976---, IS A
 OK0547'STANDARD DISK SET IN THE TOP OF A 12-INCH
 OK0547'CYLINDRICAL CONCRETE MONUMENT THAT IS SET FLUSH WITH THE GROUND
 OK0547'SURFACE.  IT IS 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 OK0547'HOUSE, 31 FEET EAST OF THE APPROXIMATE CENTER OF DOUGLAS ROAD
 OK0547'31 FEET SOUTH OF A 20-INCH PINE TREE, 31 FEET NORTH OF A 20
 OK0547'INCH PINE TREE AND 2.4 FEET WEST NORTHWEST OF METAL WITNESS
 OK0547'POST WITH SIGN ATTACHED.
 OK0547'
 OK0547'THE AZIMUTH MARK, STAMPED---GUILD 1932 NO 2 1969---, IS A
 OK0547'STANDARD DISK SET IN THE TOP OF A
 OK0547'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 OK0547'ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE CENTER
 OK0547'LINE OF STATE HIGHWAY 46, 39 FEET WEST OF THE CENTER OF DOUGLAS
 OK0547'ROAD, 21 FEET WEST-SOUTHWEST OF THE SOUTH END OF CULVERT, 4
 OK0547'FEET WEST OF A 4-INCH SQUARE CONCRETE POST AND 1.8 FEET WEST OF
 OK0547'A METAL WITNESS POST WITH SIGN ATTACHED.
 OK0547'
 OK0547'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0547'HEIGHT OF TELESCOPE ABOVE STATION MARK 1.6 METERS.
 OK0547'HEIGHT OF LIGHT ABOVE STATION MARK 2.0 METERS.
 OK0547'
 OK0547'DESCRIBED BY H.C. HOWES.
 OK0547
 OK0547                          STATION RECOVERY (1963)
 OK0547
 OK0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0547'RMS 1 AND 2 HAVE BEEN DESTROYED.  FIELD IS NOW UNDER CULTIVATION.
 OK0547'
 OK0547'STATION AND AZIMUTH MARK FOUND IN GOOD CONDITION.
 OK0547
 OK0547                          STATION RECOVERY (1969)
 OK0547
 OK0547'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0547'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK,
 OK0547'REFERENCE MARKS 1
 OK0547'AND 2 WERE SEARCHED FOR AND WERE NOT RECOVERED.
 OK0547'AZIMUTH MARK 2, REFERENCE MARKS 3
 OK0547'AND 4 WERE ESTABLISHED AT THIS TIME.
 OK0547'FOLLOWING IS A NEW DESCRIPTION.
 OK0547'
 OK0547'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 25, T. 12 N.,
 OK0547'R. 5 W. AND ON
 OK0547'PROPERTY OWNED BY MR. HERBERT GUILD.  IT IS LOCATED ABOUT
 OK0547'10 MILES WEST OF ALMA, 3-1/2
 OK0547'MILES SOUTHWEST OF JERSEYVILLE AND 1-3/4
 OK0547'MILES EAST OF VESTABURG.
 OK0547'
 OK0547'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND
 OK0547'COUNTY ROAD 565 IN
 OK0547'THE NORTH EDGE OF VESTABURG, GO EAST ON HIGHWAY 46
 OK0547'FOR 2.0 MILES TO A CROSSROAD AND THE
 OK0547'AZIMUTH MARK IN THE NORTHWEST ANGLE
 OK0547'OF THE INTERSECTION.  TURN RIGHT AND GO SOUTH ON
 OK0547'DOUGLAS ROAD FOR 0.5
 OK0547'MILE TO A DRIVEWAY ON THE LEFT AND THE STATION IN THE SOUTHEAST
 OK0547'ANGLE OF THE
 OK0547'INTERSECTION.
 OK0547'
 OK0547'THE STATION MARK IS A STANDARD DISK STAMPED GUILD 1932, SET IN
 OK0547'THE TOP OF A
 OK0547'12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 INCH BELOW THE
 OK0547'GROUND.  IT IS 27 FEET EAST OF
 OK0547'THE CENTER OF DOUGLAS ROAD, 25.3 FEET
 OK0547'NORTH OF A 20-INCH EVERGREEN TREE AND 13 FEET
 OK0547'SOUTH OF THE CENTER OF
 OK0547'THE DRIVEWAY.  (NOTES 1A 7A)
 OK0547'
 OK0547'REFERENCE MARK 3 IS A STANDARD DISK STAMPED GUILD 1932 NO 3
 OK0547'1969, SET IN THE
 OK0547'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OK0547'PROJECTS 2 INCHES ABOVE THE GROUND.
 OK0547'IT IS 48 FEET NORTH OF THE DRIVEWAY,
 OK0547'42.7 FEET WEST-SOUTHWEST OF POWER LINE POLE NUMBER
 OK0547'7596, 27 FEET
 OK0547'EAST OF THE CENTER OF DOUGLAS ROAD AND 1.4 FEET WEST OF A METAL
 OK0547'WITNESS POST.
 OK0547'(NOTE 11B)
 OK0547'
 OK0547'REFERENCE MARK 4 IS A STANDARD DISK STAMPED GUILD 1932 NO 4
 OK0547'1969, SET IN THE
 OK0547'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OK0547'PROJECTS 1 INCH ABOVE THE GROUND.
 OK0547'IT IS 29 FEET SOUTHWEST OF THE SOUTHEAST
 OK0547'CORNER OF AN OLD FOUNDATION AND 12 FEET SOUTH OF THE
 OK0547'SOUTHWEST
 OK0547'CORNER OF THE FOUNDATION.  (NOTE 11B)
 OK0547'
 OK0547'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUILD 1932 NO 2
 OK0547'1969, SET IN THE
 OK0547'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 OK0547'PROJECTS 6 INCHES ABOVE THE GROUND.
 OK0547'IT IS 52 FEET NORTH OF THE CENTER
 OK0547'OF HIGHWAY 46, 40 FEET WEST OF THE CENTER OF DOUGLAS
 OK0547'ROAD, 5 FEET WEST
 OK0547'OF A RIGHT-OF-WAY MARKER AND 2 FEET WEST OF A METAL WITNESS POST.
 OK0547'(NOTE 16B)
 OK0547'
 OK0547'HEIGHT OF LIGHT ABOVE STATION MARK 86.6 FEET.
 OK0547
 OK0547                          STATION RECOVERY (1978)
 OK0547
 OK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OK0547'STATION MARK, REFERENCE MARKS 3, 5 AND THE 1969 AZIMUTH MARK WERE
 OK0547'FOUND IN GOOD CONDITION.  THE STATION AND REFERENCE MARK 3 WERE IN
 OK0547'WAY OF ROAD CONSTRUCTION AND WILL BE DESTROYED.  THE DISTANCE AND
 OK0547'DIRECTION TO THE REFERENCE MARKS CHECKED.  THE STATION MARK, AND
 OK0547'REFERENCE MARKS WERE LEFT INTACT.  REFERENCE MARK 5 WAS USED
 OK0547'FOR A REFERENCE MARK FOR STATION GUILD 2.  FOR INFORMATION SEE
 OK0547'DESCRIPTION GUILD 2.
 OK0547'
 OK0547'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 OK0547'EAST OF VESTABURG.
 OK0547'
 OK0547'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OK0547
 OK0547                          STATION RECOVERY (1994)
 OK0547
 OK0547'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0547'RECOVERED IN GOOD CONDITION.
 OK0547
 OK0547                          STATION RECOVERY (2001)
 OK0547
 OK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0547'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0551 ***********************************************************************
 OK0551  DESIGNATION -  GUILD 2
 OK0551  PID         -  OK0551
 OK0551  STATE/COUNTY-  MI/MONTCALM
 OK0551  USGS QUAD   -  RIVERDALE (1965)
 OK0551
 OK0551                         *CURRENT SURVEY CONTROL
 OK0551  ___________________________________________________________________
 OK0551* NAD 83(1994)-  43 24 07.62400(N)    084 51 54.77592(W)     ADJUSTED  
 OK0551* NAVD 88     -       270.9    (meters)     889.     (feet)  VERTCON   
 OK0551  ___________________________________________________________________
 OK0551  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 OK0551  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 OK0551
 OK0551  HORZ ORDER  -  SECOND
 OK0551
 OK0551.The horizontal coordinates were established by classical geodetic methods
 OK0551.and adjusted by the National Geodetic Survey in February 1997..
 OK0551
 OK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0551
 OK0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0551
 OK0551.The geoid height was determined by GEOID03.
 OK0551
 OK0551;                    North         East     Units Scale Factor Converg.
 OK0551;SPC MI S     -   211,406.675 3,959,616.300   MT  0.99994757   -0 20 21.4
 OK0551;SPC MI S     -   693,591.45 12,990,867.13   iFT  0.99994757   -0 20 21.4
 OK0551;UTM  16      - 4,807,684.186   672,866.061   MT  0.99996759   +1 28 01.9
 OK0551
 OK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0551!SPC MI S     -   0.99996266  x   0.99994757  =   0.99991023
 OK0551!UTM  16      -   0.99996266  x   0.99996759  =   0.99993025
 OK0551
 OK0551|---------------------------------------------------------------------|
 OK0551| PID    Reference Object                     Distance      Geod. Az  |
 OK0551|                                                           dddmmss.s |
 OK0551| CH0263 GUILD 2 RM 6                         14.045 METERS 04439     |
 OK0551| OK0548 GUILD RM 5                            5.920 METERS 27446     |
 OK0551| OK0547 GUILD                                19.011 METERS 33701     |
 OK0551| OK0550 GUILD AZ MK 2                       APPROX. 0.7 KM 3564655.6 |
 OK0551|---------------------------------------------------------------------|
 OK0551
 OK0551                          SUPERSEDED SURVEY CONTROL
 OK0551
 OK0551  NAD 83(1986)-  43 24 07.62023(N)    084 51 54.78890(W) AD(       ) 2
 OK0551  NAD 27      -  43 24 07.50885(N)    084 51 54.73730(W) AD(       ) 2
 OK0551  NGVD 29 (07/19/86)  271.0    (m)          889.     (f) VERT ANG       
 OK0551
 OK0551.Superseded values are not recommended for survey control.
 OK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0551.See file dsdata.txt to determine how the superseded data were derived.
 OK0551
 OK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7286607684(NAD 83)
 OK0551_MARKER: DS = TRIANGULATION STATION DISK
 OK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0551
 OK0551  HISTORY     - Date     Condition        Report By
 OK0551  HISTORY     - 1978     MONUMENTED       NGS
 OK0551  HISTORY     - 19940622 GOOD             USPSQD
 OK0551  HISTORY     - 20011205 GOOD             NGS
 OK0551
 OK0551                          STATION DESCRIPTION
 OK0551
 OK0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 OK0551'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF MOUNT PLEASANT, 10
 OK0551'MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST OF JERSEYVILLE, ABOUT
 OK0551'1-1/2 MILES EAST OF VESTABURG AND ON PROPERTY OWNED BY MR. HERBERT
 OK0551'GUILD WHO RESIDES AT STATION SITE.  IT IS 52 FEET EAST OF CENTERLINE
 OK0551'OF DOUGLAS ROAD, 17 FEET EAST OF A METAL WITNESS POST, 83.4 FEET
 OK0551'SOUTHWEST OF THE SOUTHWEST CORNER OF THE GUILD HOUSE, 32.6 FEET SOUTH
 OK0551'OF THE MOST WEST MAPLE TREE OF A TREE LINE AND 97.2 FEET WEST
 OK0551'SOUTHWEST OF THE MOST EASTERLY TREE OF THE LINE OF TREES.  THE
 OK0551'MARK IS UNDERGROUND 8 INCHES AND THE DISK STAMPED GUILD 2 1978.
 OK0551'
 OK0551'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND COUNTY
 OK0551'ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON HIGHWAY 46 FOR
 OK0551'2.9 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE.
 OK0551'TURN SOUTH AND GO FOR 0.45 MILE ON DOUGLAS ROAD TO THE STATION
 OK0551'ON THE LEFT AS DESCRIBED.
 OK0551'
 OK0551'REFERENCE MARK 5 IS 97 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OK0551'HOUSE, 31 FEET EAST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET
 OK0551'NORTHWEST OF THE METAL WITNESS POST.  THE MARK PROJECTS 3 INCHES
 OK0551'AND THE DISK STAMPED GUILD 1932 NO 5 1976.  THE ARROW IS POINTED TO
 OK0551'GUILD 1932.
 OK0551'
 OK0551'REFERENCE MARK 6 IS 37 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 OK0551'HOUSE, 85 FEET WEST OF THE THIRD TREE FROM THE EAST END OF THE LINE
 OK0551'OF TREES AND 5.3 FEET EAST OF THE FOURTH TREE OF THE LINE OF TREES.
 OK0551'THE MARK IS FLUSH AND THE DISK STAMPED GUILD 2 NO 6 1978.
 OK0551'
 OK0551'THE AZIMUTH MARK IS 51 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 OK0551'46, 40 FEET WEST OF THE CENTERLINE OF DOUGLAS ROAD, 21 FEET
 OK0551'SOUTHWEST OF THE SOUTH END OF A CULVERT, 5 FEET WEST OF A CONCRETE
 OK0551'RIGHT-OF-WAY MARKER AND 2 FEET WEST OF A METAL WITNESS POST.  THE
 OK0551'MONUMENT PROJECTS 4 INCHES AND THE DISK STAMPED GUILD 1932 NO 2 1969.
 OK0551'
 OK0551'NEAREST TOWN--VESTABURG.
 OK0551'
 OK0551'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 OK0551
 OK0551                          STATION RECOVERY (1994)
 OK0551
 OK0551'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0551'RECOVERED IN GOOD CONDITION.
 OK0551
 OK0551                          STATION RECOVERY (2001)
 OK0551
 OK0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0551'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0548 ***********************************************************************
 OK0548  DESIGNATION -  GUILD RM 5
 OK0548  PID         -  OK0548
 OK0548  STATE/COUNTY-  MI/MONTCALM
 OK0548  USGS QUAD   -  RIVERDALE (1965)
 OK0548
 OK0548                         *CURRENT SURVEY CONTROL
 OK0548  ___________________________________________________________________
 OK0548* NAD 83(1994)-  43 24 07.63992(N)    084 51 55.03812(W)     ADJUSTED  
 OK0548* NAVD 88     -       271.79   (+/-2cm)     891.7    (feet)  VERTCON   
 OK0548  ___________________________________________________________________
 OK0548  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 OK0548  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 OK0548
 OK0548  HORZ ORDER  -  FIRST
 OK0548  VERT ORDER  -  THIRD ? (See Below)
 OK0548
 OK0548.The horizontal coordinates were established by classical geodetic methods
 OK0548.and adjusted by the National Geodetic Survey in February 1997..
 OK0548
 OK0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0548.The vertical order pertains to the NGVD 29 superseded value.
 OK0548
 OK0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0548
 OK0548.The geoid height was determined by GEOID03.
 OK0548
 OK0548;                    North         East     Units Scale Factor Converg.
 OK0548;SPC MI S     -   211,407.201 3,959,610.403   MT  0.99994757   -0 20 21.6
 OK0548;SPC MI S     -   693,593.18 12,990,847.78   iFT  0.99994757   -0 20 21.6
 OK0548;UTM  16      - 4,807,684.526   672,860.151   MT  0.99996757   +1 28 01.8
 OK0548
 OK0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0548!SPC MI S     -   0.99996251  x   0.99994757  =   0.99991008
 OK0548!UTM  16      -   0.99996251  x   0.99996757  =   0.99993008
 OK0548
 OK0548|---------------------------------------------------------------------|
 OK0548| PID    Reference Object                     Distance      Geod. Az  |
 OK0548|                                                           dddmmss.s |
 OK0548| OK0551 GUILD 2                               5.920 METERS 09446     |
 OK0548| OK0547 GUILD                                17.079 METERS 35454     |
 OK0548| OK0550 GUILD AZ MK 2                       APPROX. 0.7 KM 3571528.1 |
 OK0548| CH0261 GUILD RM 3                           35.521 METERS 35732     |
 OK0548|---------------------------------------------------------------------|
 OK0548
 OK0548                          SUPERSEDED SURVEY CONTROL
 OK0548
 OK0548  NAD 83(1986)-  43 24 07.63612(N)    084 51 55.05127(W) AD(       ) 1
 OK0548  NAD 27      -  43 24 07.52483(N)    084 51 54.99948(W) AD(       ) 1
 OK0548  NGVD 29 (07/19/86)  271.93   (m)          892.2    (f) LEVELING    3  
 OK0548
 OK0548.Superseded values are not recommended for survey control.
 OK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0548.See file dsdata.txt to determine how the superseded data were derived.
 OK0548
 OK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7286007685(NAD 83)
 OK0548_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0548+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2000
 OK0548
 OK0548  HISTORY     - Date     Condition        Report By
 OK0548  HISTORY     - 1976     MONUMENTED       NGS
 OK0548  HISTORY     - 19940622 GOOD             USPSQD
 OK0548  HISTORY     - 20001026 GOOD             LOCENG
 OK0548  HISTORY     - 20011205 GOOD             NGS
 OK0548
 OK0548                          STATION DESCRIPTION
 OK0548
 OK0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 OK0548'THE STATION IS LOCATED ABOUT 14 MILES SOUTH-SOUTHWEST OF MOUNT
 OK0548'PLEASANT, 10 MILES WEST OF ALMA, 3-1/2 MILES SOUTHWEST OF
 OK0548'JERSEYVILLE AND 1-3/4 MILES EAST OF VESTABURG.  IT IS IN THE
 OK0548'NORTHWEST 1/4 SECTION OF 25, T12N, R5W, AND ON PROPERTY
 OK0548'OF MR. HERBERT GUILD, WHO LIVES AT THE STATION.
 OK0548'
 OK0548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 46 AND
 OK0548'COUNTY ROAD 565 IN THE NORTH EDGE OF VESTABURG, GO EAST ON
 OK0548'STATE HIGHWAY 46 FOR 2.9 MILES TO A CROSS ROAD AND THE AZIMUTH
 OK0548'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT
 OK0548'AND GO SOUTH ON DOUGLAS ROAD FOR 0.45 MILE TO TOP OF GRADE AND
 OK0548'STATION ON THE LEFT, EAST SIDE OF ROAD.
 OK0548'
 OK0548'STATION MARKS, STAMPED---GUILD 1932 NO 5 1976---, ARE
 OK0548'STANDARD REFERENCE MARK DISKS.  THE SURFACE DISK IS SET IN THE
 OK0548'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS SET
 OK0548'FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET SOUTHWEST OF THE
 OK0548'SOUTHWEST CORNER OF HOUSE, 31 FEET EAST OF THE APPROXIMATE
 OK0548'CENTER OF DOUGLAS ROAD, 31 FEET SOUTH OF A 20-INCH PINE TREE,
 OK0548'31 FEET NORTH OF A 20-INCH PINE TREE AND 2.4 FEET
 OK0548'WEST-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 OK0548'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 OK0548'OF CONCRETE THAT IS 43 INCHES BELOW THE GROUND SURFACE.
 OK0548'
 OK0548'GUILD 1932, STAMPED---GUILD 1932---, IS A STANDARD STATION MARK
 OK0548'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OK0548'MONUMENT THAT IS 2 INCHES BELOW THE LAWN SURFACE.  IT IS 84
 OK0548'FEET WEST OF THE SOUTHWEST CORNER OF HOUSE, 26 FEET EAST OF THE
 OK0548'APPROXIMATE CENTER OF DOUGLAS ROAD, 25 FEET NORTH OF A 20-INCH
 OK0548'PINE TREE AND 19 FEET SOUTH OF DRIVEWAY.
 OK0548'
 OK0548'REFERENCE MARK 3, STAMPED---GUILD NO 3 1969---, IS A
 OK0548'STANDARD DISK SET IN THE TOP OF A
 OK0548'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 OK0548'GROUND SURFACE.  IT IS 40 FEET NORTH OF THE CENTER OF DRIVEWAY
 OK0548'28 FEET EAST OF CENTER OF DOUGLAS ROAD, 18 FEET WEST OF THE
 OK0548'DRIVEWAY TO BARN, 3 FEET SOUTH-SOUTHEAST OF A SMALL ASH TREE
 OK0548'AND 1.3 FEET WEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 OK0548'
 OK0548'THE AZIMUTH MARK, STAMPED---GUILD 1932 NO 2 1969---, IS A
 OK0548'STANDARD REFERENCE MARK DISK.  THE DISK IS SET IN THE TOP OF A
 OK0548'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 OK0548'ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH OF THE
 OK0548'APPROXIMATE CENTER OF STATE HIGHWAY 46, 39 FEET WEST OF THE
 OK0548'CENTER OF DOUGLAS ROAD, 21 FEET WEST-SOUTHWEST OF THE SOUTH END
 OK0548'OF CULVERT, 5 FEET WEST OF A 4 INCH CONCRETE POST AND 1.8 FEET
 OK0548'WEST OF A METAL WITNESS POST WITH SIGN ATTACHED.
 OK0548'
 OK0548'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0548'HEIGHT OF TELESCOPE ABOVE STATION MARK 23.5 METERS.
 OK0548'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
 OK0548'DESCRIBED BY H.C. HOWES.
 OK0548'
 OK0548'THIS IS THE LAST STATION OF THE TCT.  WHEN IT STARTED IN
 OK0548'HOMESTEAD, FLORIDA I WAS A PART OF THE TEAM.
 OK0548'IT GIVES ME A PLEASURE TO HAVE BEEN A PART OF THIS ENDEAVOR.
 OK0548'SIGNED BY HOLLIS CHARLES HOWES.
 OK0548
 OK0548                          STATION RECOVERY (1994)
 OK0548
 OK0548'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0548'RECOVERED IN GOOD CONDITION.
 OK0548
 OK0548                          STATION RECOVERY (2000)
 OK0548
 OK0548'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (JDL)
 OK0548'PUBLISHED THIRD-ORDER NAVD88 ORTHOMETRIC ELEVATION APPEARS TO BE
 OK0548'UNRELIABLE (HORIZONTAL POSITION IS OK). INDEPENDANT GPS OBSERVATION
 OK0548'INDICATES ORTHO ELEVATION OF ABOUT 274.4 METERS, WHICH ALSO AGREES
 OK0548'CLOSELY WITH USGS QUAD MAP (7 1/2 MINUTE QUAD RIVERDALE, MICH).
 OK0548
 OK0548                          STATION RECOVERY (2001)
 OK0548
 OK0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0548'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0083 ***********************************************************************
 RJ0083  DESIGNATION -  GULL
 RJ0083  PID         -  RJ0083
 RJ0083  STATE/COUNTY-  MI/CHIPPEWA
 RJ0083  USGS QUAD   -  PICKFORD (1975)
 RJ0083
 RJ0083                         *CURRENT SURVEY CONTROL
 RJ0083  ___________________________________________________________________
 RJ0083* NAD 83(1986)-  46 11 15.     (N)    084 18 00.     (W)     SCALED    
 RJ0083* NAVD 88     -       188.628  (meters)     618.86   (feet)  ADJUSTED  
 RJ0083  ___________________________________________________________________
 RJ0083  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 RJ0083  DYNAMIC HT  -         188.636 (meters)     618.88  (feet)  COMP
 RJ0083  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RJ0083
 RJ0083  VERT ORDER  -  FIRST     CLASS 0
 RJ0083
 RJ0083.The horizontal coordinates were scaled from a topographic map and have
 RJ0083.an estimated accuracy of +/- 6 seconds.
 RJ0083
 RJ0083.The orthometric height was determined by differential leveling
 RJ0083.and adjusted by the National Geodetic Survey in June 1991..
 RJ0083
 RJ0083.The geoid height was determined by GEOID03.
 RJ0083
 RJ0083.The dynamic height is computed by dividing the NAVD 88
 RJ0083.geopotential number by the normal gravity value computed on the
 RJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0083.degrees latitude (g = 980.6199 gals.).
 RJ0083
 RJ0083.The modeled gravity was interpolated from observed gravity values.
 RJ0083
 RJ0083;                    North         East    Units  Estimated Accuracy
 RJ0083;SPC MI N     -   159,610.    8,208,380.      MT  (+/- 180 meters Scaled)
 RJ0083
 RJ0083                          SUPERSEDED SURVEY CONTROL
 RJ0083
 RJ0083.No superseded survey control is available for this station.
 RJ0083
 RJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS083184(NAD 83)
 RJ0083_MARKER: Z = SEE DESCRIPTION
 RJ0083_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0083+WITH SETTING: INTO GROUND
 RJ0083_MARK LOGO: NONE  
 RJ0083_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0083+STABILITY: SURFACE MOTION
 RJ0083_ROD/PIPE-DEPTH: 5.5  meters
 RJ0083
 RJ0083  HISTORY     - Date     Condition        Report By
 RJ0083  HISTORY     - 1971     MONUMENTED       NOS
 RJ0083  HISTORY     - 1972     GOOD             USLS
 RJ0083  HISTORY     - 1983     GOOD             NGS
 RJ0083
 RJ0083                          STATION DESCRIPTION
 RJ0083
 RJ0083'DESCRIBED BY US LAKE SURVEY 1972
 RJ0083'7.8 MI S FROM BARBEAU.
 RJ0083'GULL IS IN CHIPPEWA COUNTY, MICHIGAN, 7.8 MILES SOUTH FROM THE POST
 RJ0083'OFFICE AT BARBEAU ALONG RIVERSIDE DRIVE, 404 FEET NORTH OF
 RJ0083'CENTERLINE OF AN EAST BOUND DIRT ROAD, 372.7 FEET NORTH OF A
 RJ0083'UTILITY POLE, 354.0 FEET SOUTH OF A UTILITY POLE, 57 FEET EAST
 RJ0083'OF CENTERLINE OF RIVERSIDE DRIVE, 7.1 FEET NORTH OF A UTILITY
 RJ0083'POLE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 RJ0083'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 18 FEET
 RJ0083'LONG.
 RJ0083
 RJ0083                          STATION RECOVERY (1983)
 RJ0083
 RJ0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0083'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  12.8 KM
 RJ0083'(7.95 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN BARBEAU
 RJ0083'TO THE MARK ON THE LEFT, 0.1 KM (0.05 MI) NORTH OF AN INTERSECTION,
 RJ0083'17.37 METERS (57.0 FT) EAST OF THE CENTERLINE OF RIVERSIDE ROAD,
 RJ0083'2.16 METERS (7.1 FT) NORTH OF A UTILITY POLE, AND 107.90 METERS
 RJ0083'(354.0 FT) SOUTH OF A UTILITY POLE.
 RJ0083'THE MARK IS 0.34 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1329 ***********************************************************************
 RJ1329  DESIGNATION -  GULL ISLAND BRP+055
 RJ1329  PID         -  RJ1329
 RJ1329  STATE/COUNTY-  MI/CHIPPEWA
 RJ1329  USGS QUAD   -  BRIMLEY (1975)
 RJ1329
 RJ1329                         *CURRENT SURVEY CONTROL
 RJ1329  ___________________________________________________________________
 RJ1329* NAD 83(1994)-  46 26 34.93926(N)    084 30 57.11198(W)     ADJUSTED  
 RJ1329* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 RJ1329  ___________________________________________________________________
 RJ1329  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 RJ1329  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ1329
 RJ1329  HORZ ORDER  -  SECOND
 RJ1329
 RJ1329.The horizontal coordinates were established by classical geodetic methods
 RJ1329.and adjusted by the National Geodetic Survey in February 1997..
 RJ1329
 RJ1329.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1329
 RJ1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1329
 RJ1329.The geoid height was determined by GEOID03.
 RJ1329
 RJ1329;                    North         East     Units Scale Factor Converg.
 RJ1329;SPC MI N     -   187,457.369 8,190,838.663   MT  0.99990662   +1 47 43.8
 RJ1329;SPC MI N     -   615,017.61 26,872,830.26   iFT  0.99990662   +1 47 43.8
 RJ1329;UTM  16      - 5,146,272.556   690,808.436   MT  1.00004755   +1 48 02.8
 RJ1329
 RJ1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1329!SPC MI N     -   0.99997613  x   0.99990662  =   0.99988275
 RJ1329!UTM  16      -   0.99997613  x   1.00004755  =   1.00002368
 RJ1329
 RJ1329                          SUPERSEDED SURVEY CONTROL
 RJ1329
 RJ1329  NAD 83(1986)-  46 26 34.93137(N)    084 30 57.10956(W) AD(       ) 2
 RJ1329  NGVD 29 (05/22/90)  188.7    (m)          619.     (f) VERT ANG       
 RJ1329
 RJ1329.Superseded values are not recommended for survey control.
 RJ1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1329.See file dsdata.txt to determine how the superseded data were derived.
 RJ1329
 RJ1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9080846273(NAD 83)
 RJ1329_MARKER: DS = TRIANGULATION STATION DISK
 RJ1329_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1329+WITH SETTING: INFORMATION.
 RJ1329_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1329
 RJ1329  HISTORY     - Date     Condition        Report By
 RJ1329  HISTORY     - 1988     MONUMENTED       USE
 RJ1329
 RJ1329                          STATION DESCRIPTION
 RJ1329
 RJ1329'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1329'THE STATION IS LOCATED ABOUT 14 KM (8.7 MI) SOUTHWEST OF SAULT STE
 RJ1329'MARIE.
 RJ1329'6.1 KM (3.8 MI) NORTHEAST OF BRIMLEY.
 RJ1329'ON ROUND ISLAND IN GOVT LOT 5 SEC 26 T47N-R2W
 RJ1329'OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1329'
 RJ1329'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1329'FOR 1.0 KM (0.65 MI) ON RIDGE STREET, TURN LEFT AND GO SOUTH FOR
 RJ1329'0.3 KM (0.2 MI) ON MERIDIAN STREET TO INTERSECTION OF MERIDIAN
 RJ1329'STREET AND SOUTH STREET, TURN RIGHT AND GO WEST FOR 1.0 KM
 RJ1329'(6.0 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH. TRAVEL BY BOAT
 RJ1329'PAST CEDAR POINT AND THE STATION ON ROUND ISLAND.
 RJ1329'
 RJ1329'THE STATION IS A STANDARD COE DISK
 RJ1329'STAMPED---BRP+055 1988---,
 RJ1329'SET INTO A PVC PIPE AND ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE
 RJ1329'GROUND TO THE POINT OF REFUSAL.   LOCATED
 RJ1329'12.2 METERS (40 FT) FROM AN OLD BUILDING FOUNDATION AND
 RJ1329'61 METERS (200 FT) FROM THE WATERS EDGE ON A MAGNETIC
 RJ1329'AZIMUTH 26 DEGREE.
 RJ1329'
 RJ1329'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0856 ***********************************************************************
 QK0856  DESIGNATION -  GULL USLS 1903
 QK0856  PID         -  QK0856
 QK0856  STATE/COUNTY-  MI/CHARLEVOIX
 QK0856  USGS QUAD   -  GULL ISLAND (1986)
 QK0856
 QK0856                         *CURRENT SURVEY CONTROL
 QK0856  ___________________________________________________________________
 QK0856* NAD 83(1994)-  45 42 19.10108(N)    085 50 07.41881(W)     ADJUSTED  
 QK0856* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 QK0856  ___________________________________________________________________
 QK0856  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 QK0856  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QK0856
 QK0856  HORZ ORDER  -  FIRST
 QK0856
 QK0856.The horizontal coordinates were established by classical geodetic methods
 QK0856.and adjusted by the National Geodetic Survey in February 1997..
 QK0856
 QK0856.The orthometric height was scaled from a topographic map.
 QK0856
 QK0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0856
 QK0856.The geoid height was determined by GEOID03.
 QK0856
 QK0856;                    North         East     Units Scale Factor Converg.
 QK0856;SPC MI C     -   266,469.793 5,885,631.152   MT  1.00000123   -1 02 15.1
 QK0856;SPC MI C     -   874,244.73 19,309,813.49   iFT  1.00000123   -1 02 15.1
 QK0856;UTM  16      - 5,061,965.302   590,655.524   MT  0.99970104   +0 50 01.1
 QK0856
 QK0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0856!SPC MI C     -   0.99997719  x   1.00000123  =   0.99997842
 QK0856!UTM  16      -   0.99997719  x   0.99970104  =   0.99967824
 QK0856
 QK0856:                Primary Azimuth Mark                     Grid Az
 QK0856:SPC MI C     -  HIGH USLS 1903                           077 01 35.3
 QK0856:UTM  16      -  HIGH USLS 1903                           075 09 19.1
 QK0856
 QK0856|---------------------------------------------------------------------|
 QK0856| PID    Reference Object                     Distance      Geod. Az  |
 QK0856|                                                           dddmmss.s |
 QK0856| QK0854 HIGH USLS 1903                      APPROX.12.2 KM 0755920.2 |
 QK0856|---------------------------------------------------------------------|
 QK0856
 QK0856                          SUPERSEDED SURVEY CONTROL
 QK0856
 QK0856  NAD 83(1986)-  45 42 19.09746(N)    085 50 07.41551(W) AD(       ) 1
 QK0856  NAD 27      -  45 42 19.11316(N)    085 50 07.11910(W) AD(       ) 1
 QK0856
 QK0856.Superseded values are not recommended for survey control.
 QK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0856.See file dsdata.txt to determine how the superseded data were derived.
 QK0856
 QK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER9065661965(NAD 83)
 QK0856
 QK0856  HISTORY     - Date     Condition        Report By
 QK0856  HISTORY     - 1903     MONUMENTED       CGS
 QK0856  HISTORY     - 1918     SEE DESCRIPTION  USLS
 QK0856
 QK0856                          STATION DESCRIPTION
 QK0856
 QK0856'DESCRIBED BY US LAKE SURVEY 1918
 QK0856'ON EAST SIDE OF GULL ISLAND OF BEARVER ISLAND GROUP IN NORTHERN LAKE
 QK0856'MICHIGAN, ABOUT 2,500 FEET FROM
 QK0856'NORTH END AND 1,100 FEET NORTH OF POINT ON EAST SIDE OF ISLAND, ON
 QK0856'HIGHEST RIDGE, 250 FEET FROM
 QK0856'WATERS EDGE, 56.5 FEET NORTH-NORTHWEST OF 10-INCH
 QK0856'BIRCH TREE, 123 FEET EAST OF 16-INCH BALSAM
 QK0856'TREE, AND 74.5 FEET SOUTH OF 12-INCH
 QK0856'DOUBLE BIRCH TREE.  ALL WITNESS TREES ARE MARKED BY SPIKE IN
 QK0856'CENTER OF TRIANGULAR BLAZE.
 QK0856'MARKED BY SPIKE IN CONCRETE MONUMENT 12 INCHES SQUARE, WITH TOP ABOUT
 QK0856'1 FOOT BELOW SURFACE OF
 QK0856'GROUND, AND MARKED U.S. 1903.  REFERENCE MARK IS
 QK0856'CONCRETE MONUMENT 12 INCHES SQUARE, MARKED
 QK0856'U.S. 1903, ON EAST EDGE OF FIRST
 QK0856'RIDGE FROM BEACH, ON LINE TO SOUTH END OF HIGH ISLAND, AND
 QK0856'85.7 FEET FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0030 ***********************************************************************
 QL0030  DESIGNATION -  GULLIVER
 QL0030  PID         -  QL0030
 QL0030  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0030  USGS QUAD   -  GULLIVER (1972)
 QL0030
 QL0030                         *CURRENT SURVEY CONTROL
 QL0030  ___________________________________________________________________
 QL0030* NAD 83(1994)-  45 59 27.05904(N)    086 04 09.15578(W)     ADJUSTED  
 QL0030* NAVD 88     -       202.044  (meters)     662.87   (feet)  ADJUSTED  
 QL0030  ___________________________________________________________________
 QL0030  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 QL0030  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QL0030  DYNAMIC HT  -         202.052 (meters)     662.90  (feet)  COMP
 QL0030  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 QL0030
 QL0030  HORZ ORDER  -  THIRD
 QL0030  VERT ORDER  -  FIRST     CLASS 0
 QL0030
 QL0030.The horizontal coordinates were established by classical geodetic methods
 QL0030.and adjusted by the National Geodetic Survey in February 1997..
 QL0030
 QL0030.The orthometric height was determined by differential leveling
 QL0030.and adjusted by the National Geodetic Survey in June 1991..
 QL0030
 QL0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0030
 QL0030.The geoid height was determined by GEOID03.
 QL0030
 QL0030.The dynamic height is computed by dividing the NAVD 88
 QL0030.geopotential number by the normal gravity value computed on the
 QL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0030.degrees latitude (g = 980.6199 gals.).
 QL0030
 QL0030.The modeled gravity was interpolated from observed gravity values.
 QL0030
 QL0030;                    North         East     Units Scale Factor Converg.
 QL0030;SPC MI N     -   134,631.662 8,072,106.237   MT  0.99991597   +0 40 22.0
 QL0030;SPC MI N     -   441,704.93 26,483,288.18   iFT  0.99991597   +0 40 22.0
 QL0030;UTM  16      - 5,093,451.979   572,085.003   MT  0.99966388   +0 40 10.1
 QL0030
 QL0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0030!SPC MI N     -   0.99997384  x   0.99991597  =   0.99988981
 QL0030!UTM  16      -   0.99997384  x   0.99966388  =   0.99963773
 QL0030
 QL0030|---------------------------------------------------------------------|
 QL0030| PID    Reference Object                     Distance      Geod. Az  |
 QL0030|                                                           dddmmss.s |
 QL0030| QL0031 GULLIVER RM 1                        27.949 METERS 01340     |
 QL0030| QL0033 GULLIVER AZ MK                                     2661439.4 |
 QL0030| QL0032 GULLIVER RM 2                        30.584 METERS 26929     |
 QL0030|---------------------------------------------------------------------|
 QL0030
 QL0030                          SUPERSEDED SURVEY CONTROL
 QL0030
 QL0030  NAD 83(1986)-  45 59 27.05307(N)    086 04 09.15240(W) AD(       ) 3
 QL0030  NAD 27      -  45 59 27.14773(N)    086 04 08.68556(W) AD(       ) 3
 QL0030  NGVD 29 (??/??/92)  202.02   (m)          662.8    (f) COMPUTED    1 0
 QL0030
 QL0030.Superseded values are not recommended for survey control.
 QL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0030.See file dsdata.txt to determine how the superseded data were derived.
 QL0030
 QL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER7208593452(NAD 83)
 QL0030_MARKER: DS = TRIANGULATION STATION DISK
 QL0030_SETTING: 66 = SET IN ROCK OUTCROP
 QL0030_SP_SET: LIMESTONE ROCK
 QL0030_STAMPING: GULLIVER 1965
 QL0030_MARK LOGO: CGS   
 QL0030_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0030+STABILITY: POSITION/ELEVATION WELL
 QL0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0030+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 QL0030
 QL0030  HISTORY     - Date     Condition        Report By
 QL0030  HISTORY     - 1965     MONUMENTED       CGS
 QL0030  HISTORY     - 1971     SEE DESCRIPTION  USGS
 QL0030  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0030  HISTORY     - 1972     GOOD             NGS
 QL0030  HISTORY     - 1976     GOOD             NGS
 QL0030  HISTORY     - 1979     GOOD             MIDH
 QL0030  HISTORY     - 19950207 GOOD             LOCENG
 QL0030  HISTORY     - 20010912 GOOD             MIDT
 QL0030
 QL0030                          STATION DESCRIPTION
 QL0030
 QL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0030'THE STATION IS NEAR THE SOUTHEAST CORNER OF A CULTIVATED FIELD, ABOUT
 QL0030'2-1/2 MILES WEST OF GULLIVER,
 QL0030'8-1/2 MILES EAST-NORTHEAST OF MANISTIQUE AND ON THE PROPERTY OF MR.
 QL0030'VERNER NELSON.
 QL0030'
 QL0030'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GULLIVER, GO WEST ON
 QL0030'U.S. HIGHWAY 2 FOR 2.45 MILES
 QL0030'TO THE STATION ON THE RIGHT.
 QL0030'
 QL0030'THE STATION MARK IS A STANDARD DISK STAMPED GULLIVER 1965, IS
 QL0030'CEMENTED IN A DRILL HOLE IN
 QL0030'BEDROCK WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 QL0030'29.5 FEET NORTHWEST OF A
 QL0030'TELEPHONE POLE, 36 FEET WEST OF A 20 INCH BRICH TREE, 37 FEET
 QL0030'NORTHEAST OF A TELEPHONE POLE WITH
 QL0030'TWO BRACES AND 120 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 QL0030'2.  NO SECOND MARK WAS SET.
 QL0030'
 QL0030'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GULLIVER NO 1 1965, IS
 QL0030'SET IN A ROUND CONCRETE
 QL0030'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 25 FEET SOUTH OF A 15 INCH
 QL0030'CEDAR TREE AND 87 FEET NORTH OF THE
 QL0030'20 INCH BIRCH TREE.
 QL0030'
 QL0030'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GULLIVER NO 2 1965, IS
 QL0030'SET IN A ROUND CONCRETE
 QL0030'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 6 INCHES SOUTH OF A WIRE
 QL0030'FENCE, 75 FEET NORTHWEST OF THE
 QL0030'TELEPHONE WITH TWO BRACES AND 117 FEET NORTH OF THE CENTERLINE
 QL0030'OF THE HIGHWAY.
 QL0030'
 QL0030'AZIMUTH MARK, A STANDARD DISK STAMPED GULLIVER 1965, IS SET IN A
 QL0030'ROUND CONCRETE MONUMENT
 QL0030'WHICH PROJECTS 10 INCHES.  IT IS 2 FEET NORTHWEST OF A METAL WITNESS
 QL0030'POST, 4 FEET SOUTH OF A POWER POLE
 QL0030'WITH A TRANSFORMER ON ITS TOP, 17 FEET NORTH OF A WIRE
 QL0030'FENCE, 37 FEET SOUTHEAST OF THE EAST END OF A
 QL0030'CONCRETE CULVERT AND 64 FEET SOUTH OF
 QL0030'THE CENTERLINE OF HIGHWAY 2.
 QL0030'
 QL0030'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON U.S. HIGHWAY 2
 QL0030'FOR 0.45 MILE TO A GRAVELED
 QL0030'DRIVEWAY ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 QL0030'
 QL0030'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0030
 QL0030                          STATION RECOVERY (1971)
 QL0030
 QL0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 QL0030'GULLIVER AND ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 QL0030'
 QL0030'DISTANCES AND DIRECTIONS CEHCKED O.K.
 QL0030'
 QL0030'ORIGINAL DESCRIPTION IS ADEQUATE.
 QL0030
 QL0030                          STATION RECOVERY (1972)
 QL0030
 QL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0030'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 QL0030'IN GOOD CONDITION.
 QL0030'
 QL0030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.45 MILES WEST OF
 QL0030'GULLIVER
 QL0030
 QL0030                          STATION RECOVERY (1972)
 QL0030
 QL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0030'2.4 MI W FROM GULLIVER.
 QL0030'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0030'AT GULLIVER, ABOUT 450 FEET SOUTHEAST OF A LARGE BARN, AT THE
 QL0030'CREST OF A SMALL RISE, 120 FEET NORTH OF THE CENTER LINE OF THE
 QL0030'HIGHWAY, 36 FEET WEST OF A 20-INCH BIRCH TREE, 29 FEET
 QL0030'NORTHWEST OF A TELEPHONE POLE, ABOUT 4 FEET ABOVE THE LEVEL
 QL0030'OF THE HIGHWAY, SET IN THE TOP OF A LIMESTONE ROCK THAT IS 12
 QL0030'INCHES BELOW THE SURFACE OF THE GROUND.  SECTION 33, T 42N, R14W
 QL0030
 QL0030                          STATION RECOVERY (1976)
 QL0030
 QL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QL0030'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK FOUND IN
 QL0030'GOOD CONDITION AND AS DESCRIBED.  THE DIRECTION TO REFERENCE 1 WAS
 QL0030'LESS BY 21 SECONDS AND THE DISTANCE WAS LESS BY 0.03 FT.  THE
 QL0030'DIRECTION TO REFERENCE MARK 2 WAS LESS BY 1 MINUTE AND 14 SECONDS
 QL0030'AND THE DISTANCE BY 0.03 FT.
 QL0030'
 QL0030'THE 1965 TOO REACH AND THE DESCRIPTION IS ADEQUATE.  A METAL WITNESS
 QL0030'POST WAS SET AT REFERENCE MARK 2.
 QL0030'
 QL0030'NO MEASUREMENT REFERENCE MARK 1 TO 2 DUE TO FIELD IN CROPS.
 QL0030'
 QL0030'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST
 QL0030'OF GULLIVER.
 QL0030'
 QL0030'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QL0030
 QL0030                          STATION RECOVERY (1979)
 QL0030
 QL0030'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0030'RECOVERED IN GOOD CONDITION.
 QL0030
 QL0030                          STATION RECOVERY (1995)
 QL0030
 QL0030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 QL0030'RECOVERED AS DESCRIBED.
 QL0030
 QL0030                          STATION RECOVERY (2001)
 QL0030
 QL0030'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0030'STATION IS N88W, 17.5' OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0033 ***********************************************************************
 QL0033  DESIGNATION -  GULLIVER AZ MK
 QL0033  PID         -  QL0033
 QL0033  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0033  USGS QUAD   -  GULLIVER (1972)
 QL0033
 QL0033                         *CURRENT SURVEY CONTROL
 QL0033  ___________________________________________________________________
 QL0033* NAD 83(1986)-  45 59 26.     (N)    086 04 43.     (W)     SCALED    
 QL0033* NAVD 88     -       198.984  (meters)     652.83   (feet)  ADJUSTED  
 QL0033  ___________________________________________________________________
 QL0033  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QL0033  DYNAMIC HT  -         198.992 (meters)     652.86  (feet)  COMP
 QL0033  MODELED GRAV-     980,649.1   (mgal)                       NAVD 88
 QL0033
 QL0033  VERT ORDER  -  FIRST     CLASS 0
 QL0033
 QL0033.The horizontal coordinates were scaled from a topographic map and have
 QL0033.an estimated accuracy of +/- 6 seconds.
 QL0033
 QL0033.The orthometric height was determined by differential leveling
 QL0033.and adjusted by the National Geodetic Survey in June 1991..
 QL0033
 QL0033.The geoid height was determined by GEOID03.
 QL0033
 QL0033.The dynamic height is computed by dividing the NAVD 88
 QL0033.geopotential number by the normal gravity value computed on the
 QL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0033.degrees latitude (g = 980.6199 gals.).
 QL0033
 QL0033.The modeled gravity was interpolated from observed gravity values.
 QL0033
 QL0033;                    North         East    Units  Estimated Accuracy
 QL0033;SPC MI N     -   134,590.    8,071,380.      MT  (+/- 180 meters Scaled)
 QL0033
 QL0033                          SUPERSEDED SURVEY CONTROL
 QL0033
 QL0033  NGVD 29 (??/??/92)  198.96   (m)          652.8    (f) COMPUTED    1 0
 QL0033
 QL0033.Superseded values are not recommended for survey control.
 QL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0033.See file dsdata.txt to determine how the superseded data were derived.
 QL0033
 QL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER713934(NAD 83)
 QL0033_MARKER: DZ = AZIMUTH MARK DISK
 QL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0033_STAMPING: GULLIVER 1965
 QL0033_MARK LOGO: CGS   
 QL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0033+STABILITY: SURFACE MOTION
 QL0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0033+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 QL0033
 QL0033  HISTORY     - Date     Condition        Report By
 QL0033  HISTORY     - 1965     MONUMENTED       CGS
 QL0033  HISTORY     - 1972     GOOD             NGS
 QL0033  HISTORY     - 1979     GOOD             MIDH
 QL0033  HISTORY     - 20010912 GOOD             MIDT
 QL0033  HISTORY     - 20010920 GOOD             JCLS
 QL0033  HISTORY     - 20060915 GOOD             USPSQD
 QL0033
 QL0033                          STATION DESCRIPTION
 QL0033
 QL0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0033'3 MI W FROM GULLIVER.
 QL0033'ABOUT 2.95 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0033'AT GULLIVER, 64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 QL0033'38 FEET SOUTHEAST OF THE EAST END OF A PIPE CULVERT, 5 FEET
 QL0033'SOUTHEAST OF A POWER POLE BEARING A TRANSFORMER AND BRACED
 QL0033'BY A GUY WIRE, 2 FEET NORTHWEST OF A METAL WITNESS POST, 1 FOOT
 QL0033'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QL0033'POST PROJECTING 10 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION
 QL0033'32, T42N, R14W
 QL0033
 QL0033                          STATION RECOVERY (1979)
 QL0033
 QL0033'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2001)
 QL0033
 QL0033'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2001)
 QL0033
 QL0033'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 QL0033'RECOVERED IN GOOD CONDITION.
 QL0033
 QL0033                          STATION RECOVERY (2006)
 QL0033
 QL0033'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0031 ***********************************************************************
 QL0031  DESIGNATION -  GULLIVER RM 1
 QL0031  PID         -  QL0031
 QL0031  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0031  USGS QUAD   -  GULLIVER (1972)
 QL0031
 QL0031                         *CURRENT SURVEY CONTROL
 QL0031  ___________________________________________________________________
 QL0031* NAD 83(1986)-  45 59 27.     (N)    086 04 08.     (W)     SCALED    
 QL0031* NAVD 88     -       202.546  (meters)     664.52   (feet)  ADJUSTED  
 QL0031  ___________________________________________________________________
 QL0031  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QL0031  DYNAMIC HT  -         202.554 (meters)     664.55  (feet)  COMP
 QL0031  MODELED GRAV-     980,649.6   (mgal)                       NAVD 88
 QL0031
 QL0031  VERT ORDER  -  FIRST     CLASS 0
 QL0031
 QL0031.The horizontal coordinates were scaled from a topographic map and have
 QL0031.an estimated accuracy of +/- 6 seconds.
 QL0031
 QL0031.The orthometric height was determined by differential leveling
 QL0031.and adjusted by the National Geodetic Survey in June 1991..
 QL0031
 QL0031.The geoid height was determined by GEOID03.
 QL0031
 QL0031.The dynamic height is computed by dividing the NAVD 88
 QL0031.geopotential number by the normal gravity value computed on the
 QL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0031.degrees latitude (g = 980.6199 gals.).
 QL0031
 QL0031.The modeled gravity was interpolated from observed gravity values.
 QL0031
 QL0031;                    North         East    Units  Estimated Accuracy
 QL0031;SPC MI N     -   134,630.    8,072,130.      MT  (+/- 180 meters Scaled)
 QL0031
 QL0031                          SUPERSEDED SURVEY CONTROL
 QL0031
 QL0031  NGVD 29 (??/??/92)  202.52   (m)          664.4    (f) COMPUTED    1 0
 QL0031
 QL0031.Superseded values are not recommended for survey control.
 QL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0031.See file dsdata.txt to determine how the superseded data were derived.
 QL0031
 QL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER721934(NAD 83)
 QL0031_MARKER: DR = REFERENCE MARK DISK
 QL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0031_STAMPING: GULLIVER NO 1 1965
 QL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0031+STABILITY: SURFACE MOTION
 QL0031
 QL0031  HISTORY     - Date     Condition        Report By
 QL0031  HISTORY     - 1965     MONUMENTED       CGS
 QL0031  HISTORY     - 1972     GOOD             NGS
 QL0031  HISTORY     - 1979     GOOD             MIDH
 QL0031  HISTORY     - 20010912 GOOD             MIDT
 QL0031
 QL0031                          STATION DESCRIPTION
 QL0031
 QL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0031'2.4 MI W FROM GULLIVER.
 QL0031'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0031'AT GULLIVER, AT THE EAST EDGE OF AN OPEN GRASSY AREA AND NEAR
 QL0031'THE WEST EDGE OF A WOODED AREA, 91.7 FEET NORTH OF THE STATION
 QL0031'MARK, 208 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24 1/2
 QL0031'FEET SOUTHWEST OF A 15 INCH CEDAR TREE, 5 FEET ABOVE THE LEVEL
 QL0031'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 QL0031'5 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 33, T42N, R 14W
 QL0031'NOTE-- ABOUT 151 FEET NORTHEAST OF RM 2 DESCRIBED.
 QL0031
 QL0031                          STATION RECOVERY (1979)
 QL0031
 QL0031'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0031'RECOVERED IN GOOD CONDITION.
 QL0031
 QL0031                          STATION RECOVERY (2001)
 QL0031
 QL0031'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0032 ***********************************************************************
 QL0032  DESIGNATION -  GULLIVER RM 2
 QL0032  PID         -  QL0032
 QL0032  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0032  USGS QUAD   -  GULLIVER (1972)
 QL0032
 QL0032                         *CURRENT SURVEY CONTROL
 QL0032  ___________________________________________________________________
 QL0032* NAD 83(1986)-  45 59 27.     (N)    086 04 11.     (W)     SCALED    
 QL0032* NAVD 88     -       201.413  (meters)     660.80   (feet)  ADJUSTED  
 QL0032  ___________________________________________________________________
 QL0032  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QL0032  DYNAMIC HT  -         201.421 (meters)     660.83  (feet)  COMP
 QL0032  MODELED GRAV-     980,649.5   (mgal)                       NAVD 88
 QL0032
 QL0032  VERT ORDER  -  FIRST     CLASS 0
 QL0032
 QL0032.The horizontal coordinates were scaled from a topographic map and have
 QL0032.an estimated accuracy of +/- 6 seconds.
 QL0032
 QL0032.The orthometric height was determined by differential leveling
 QL0032.and adjusted by the National Geodetic Survey in June 1991..
 QL0032
 QL0032.The geoid height was determined by GEOID03.
 QL0032
 QL0032.The dynamic height is computed by dividing the NAVD 88
 QL0032.geopotential number by the normal gravity value computed on the
 QL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0032.degrees latitude (g = 980.6199 gals.).
 QL0032
 QL0032.The modeled gravity was interpolated from observed gravity values.
 QL0032
 QL0032;                    North         East    Units  Estimated Accuracy
 QL0032;SPC MI N     -   134,630.    8,072,070.      MT  (+/- 180 meters Scaled)
 QL0032
 QL0032                          SUPERSEDED SURVEY CONTROL
 QL0032
 QL0032  NGVD 29 (??/??/92)  201.38   (m)          660.7    (f) COMPUTED    1 0
 QL0032
 QL0032.Superseded values are not recommended for survey control.
 QL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0032.See file dsdata.txt to determine how the superseded data were derived.
 QL0032
 QL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER720934(NAD 83)
 QL0032_MARKER: DR = REFERENCE MARK DISK
 QL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0032_STAMPING: GULLIVER NO 2 1965
 QL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0032+STABILITY: SURFACE MOTION
 QL0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0032+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2001
 QL0032
 QL0032  HISTORY     - Date     Condition        Report By
 QL0032  HISTORY     - 1965     MONUMENTED       CGS
 QL0032  HISTORY     - 1972     GOOD             NGS
 QL0032  HISTORY     - 1979     GOOD             MIDH
 QL0032  HISTORY     - 20010912 GOOD             MIDT
 QL0032
 QL0032                          STATION DESCRIPTION
 QL0032
 QL0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0032'2.4 MI W FROM GULLIVER.
 QL0032'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE
 QL0032'AT GULLIVER, IN AN OPEN GRASSY AREA, 117 FEET NORTH OF THE
 QL0032'CENTER LINE OF THE HIGHWAY, 100.3 FEET WEST OF THE STATION
 QL0032'MARK DESCRIBED, 120 FEET NORTHWEST OF A TELEPHONE POLE, 151
 QL0032'FEET SOUTHWEST OF RM 1 DESCRIBED, 1.4 FEET EAST OF A METAL
 QL0032'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 QL0032'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 QL0032'GROUND.  SECTION 33, T 42N, R14W
 QL0032
 QL0032                          STATION RECOVERY (1979)
 QL0032
 QL0032'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979
 QL0032'RECOVERED IN GOOD CONDITION.
 QL0032
 QL0032                          STATION RECOVERY (2001)
 QL0032
 QL0032'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JDS)
 QL0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0566 ***********************************************************************
 PM0566  DESIGNATION -  GUN
 PM0566  PID         -  PM0566
 PM0566  STATE/COUNTY-  MI/MASON
 PM0566  USGS QUAD   -  FREESOIL (1987)
 PM0566
 PM0566                         *CURRENT SURVEY CONTROL
 PM0566  ___________________________________________________________________
 PM0566* NAD 83(1994)-  44 05 16.15301(N)    086 11 36.09630(W)     ADJUSTED  
 PM0566* NAVD 88     -       261.2    (meters)     857.     (feet)  VERTCON   
 PM0566  ___________________________________________________________________
 PM0566  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 PM0566  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 PM0566
 PM0566  HORZ ORDER  -  FIRST
 PM0566
 PM0566.The horizontal coordinates were established by classical geodetic methods
 PM0566.and adjusted by the National Geodetic Survey in February 1997..
 PM0566
 PM0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0566
 PM0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0566
 PM0566.The geoid height was determined by GEOID03.
 PM0566
 PM0566;                    North         East     Units Scale Factor Converg.
 PM0566;SPC MI C     -    87,340.543 5,853,713.121   MT  1.00002326   -1 17 25.4
 PM0566;SPC MI C     -   286,550.34 19,205,095.54   iFT  1.00002326   -1 17 25.4
 PM0566;UTM  16      - 4,881,943.203   564,576.241   MT  0.99965129   +0 33 40.5
 PM0566
 PM0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0566!SPC MI C     -   0.99996450  x   1.00002326  =   0.99998776
 PM0566!UTM  16      -   0.99996450  x   0.99965129  =   0.99961580
 PM0566
 PM0566:                Primary Azimuth Mark                     Grid Az
 PM0566:SPC MI C     -  IRONS                                    086 18 02.9
 PM0566:UTM  16      -  IRONS                                    084 26 57.0
 PM0566
 PM0566|---------------------------------------------------------------------|
 PM0566| PID    Reference Object                     Distance      Geod. Az  |
 PM0566|                                                           dddmmss.s |
 PM0566| PL0526 IRONS                               APPROX.24.6 KM 0850037.5 |
 PM0566| OL0505 DUNBAR STATE FIRE LOT               APPROX.15.2 KM 1471156.5 |
 PM0566| CH1219 GUN RM 1                             12.426 METERS 20649     |
 PM0566| CH1220 GUN RM 2                             25.113 METERS 26447     |
 PM0566| PM0572 MANISTEE W WILSON HIGH SCHOOL       APPROX.20.5 KM 3285053.5 |
 PM0566| PM0574 MANISTEE GUARDIAN ANGEL CH          APPROX.20.0 KM 3290051.2 |
 PM0566| PM0568 MANISTEE R AND R SALT CO STACK      APPROX.19.6 KM 3313539.4 |
 PM0566| PM0569 FILER CITY FIBER PAPER CO STK       APPROX.15.9 KM 3325226.5 |
 PM0566|---------------------------------------------------------------------|
 PM0566
 PM0566                          SUPERSEDED SURVEY CONTROL
 PM0566
 PM0566  NAD 83(1986)-  44 05 16.15478(N)    086 11 36.09795(W) AD(       ) 1
 PM0566  NAD 27      -  44 05 16.13100(N)    086 11 35.81383(W) AD(       ) 1
 PM0566  NGVD 29 (07/19/86)  261.3    (m)          857.     (f) VERT ANG       
 PM0566
 PM0566.Superseded values are not recommended for survey control.
 PM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0566.See file dsdata.txt to determine how the superseded data were derived.
 PM0566
 PM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6457681943(NAD 83)
 PM0566_MARKER: DS = TRIANGULATION STATION DISK
 PM0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0566_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0566
 PM0566  HISTORY     - Date     Condition        Report By
 PM0566  HISTORY     - 1932     MONUMENTED       CGS
 PM0566  HISTORY     - 1936     GOOD             CGS
 PM0566  HISTORY     - 1965     GOOD             USLS
 PM0566  HISTORY     - 1977     GOOD             NGS
 PM0566  HISTORY     - 1980     GOOD             NGS
 PM0566  HISTORY     - 1980     GOOD             MIDH
 PM0566
 PM0566                          STATION DESCRIPTION
 PM0566
 PM0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (HCW)
 PM0566'ABOUT 10 MILES NORTHEAST OF SCOTTVILLE, 2-1/2 MILES NORTH OF
 PM0566'FOUNTAIN, 1-1/2 MILES SOUTHEAST OF FREE SOIL, IN NW 1/4 SEC. 35, T.
 PM0566'20 N., R. 16 W., ON LAND OWNED BY LEO DUFON WHO LIVES 1-1/2
 PM0566'MILES SOUTHWEST, 50 YARDS NORTHWEST OF CABIN, ON HIGHEST GROUND IN
 PM0566'VICINITY WHICH IS DOTTED WITH BURNT STUMPS, IN POPLAR SCRUB, AND
 PM0566'40 FEET NORTH OF NORTH EDGE OF CULTIVATED FIELD.  TO REACH FROM
 PM0566'SCOTTVILLE, GO NORTH 10.4 MILES ON U. S. ROUTE 31 TO MACADAM ROAD
 PM0566'TO EAST, PROCEED EAST 4.3 MILES PASSING THROUGH FREE SOIL TO
 PM0566'UNGRADED ROAD LEADING SOUTH, GO SOUTH 0.95 MILE TO FORK, TAKE
 PM0566'RIGHT-HAND ROAD WHICH IS LITTLE USED, AND GO 0.3 MILE TO END AT
 PM0566'FIELD AND TUMBLEDOWN CABIN.  SURFACE AND UNDERGROUND MARKS ARE
 PM0566'STANDARD STATION DISKS IN CONCRETE.  UPPER MARK PROJECTS 6 INCHES.
 PM0566'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE
 PM0566'PROJECTING 6 INCHES.  NO. 1 IS BETWEEN CULTIVATED FIELD AND POPLAR
 PM0566'BRUSH AT POINT WHERE THERE IS DISTINCT ANGLE IN LINE OF BRUSH, AND
 PM0566'41.09 FEET (SLOPE) FROM STATION.  NO. 2 IS
 PM0566'IN NORTH EDGE OF CULTIVATED FIELD, AND 82.74 FEET (SLOPE) FROM
 PM0566'STATION.
 PM0566
 PM0566                          STATION RECOVERY (1965)
 PM0566
 PM0566'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0566'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0566'
 PM0566'THE STATION IS 7 FEET NORTHWEST OF BLAZED 8 INCH POPLAR TREE, 7.5
 PM0566'FEET NORTHEAST OF A BLAZED 8 INCH POPLAR TREE.  SURFACE AND
 PM0566'UNDERGROUND MARKS ARE STANDARD DISCS SET IN CONCRETE.  SURFACE
 PM0566'MARK IS ABOUT 1/2 FOOT ABOVE GROUND SURFACE.
 PM0566'
 PM0566'REFERENCE MARKS ARE STANDARD REFERENCE DISCS IN CONCRETE, PROJECTING
 PM0566'6 INCHES.  NO. 1 IS BETWEEN CULTIVATED FIELD AND POPLAR BRUSH AT
 PM0566'POINT WHERE THERE IS DISTINCT ANGLE IN LINE OF BRUSH, AND 41.09
 PM0566'FEET (SLOPE) FROM STATION.
 PM0566'
 PM0566'REFERENCE MARK NO. 2 IS IN NORTH EDGE OF CULTIVATED FIELD, AND 82.74
 PM0566'FEET (SLOPE) FROM STATION.
 PM0566
 PM0566                          STATION RECOVERY (1977)
 PM0566
 PM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 PM0566'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN
 PM0566'GOOD CONDITION.  THE DIRECTION BETWEEN REFERENCE MARKS COMPARED WITH
 PM0566'THE 1932 DATA.  A LONGER DISTANCE OF 0.024 METERS TO REFERENCE MARK
 PM0566'1 AND A LONGER DISTANCE OF 0.073 METERS TO REFERENCE MARK 2 WAS
 PM0566'NOTED. A COMPLETE NEW DESCRIPTION FOLLOWS.
 PM0566'
 PM0566'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF SCOTTVILLE, 2.5
 PM0566'MILES NORTH OF FOUNTAIN, 1.5 MILES SOUTHEAST OF FREESOIL, ON TOP OF
 PM0566'GUN MOUNTAIN, IN NW 1/4 SECTION 35, T. 20 N., R. 16 W., AND ON
 PM0566'PROPERTY OF JULIAN AND MARY OMALASKE, 60 FABIUS STREET, TROY,
 PM0566'MICHIGAN 48084.
 PM0566'
 PM0566'TO REACH THE STATION FROM THE POST OFFICE IN FREESOIL GO EAST ON
 PM0566'PAVED ROAD FOR 0.8 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON
 PM0566'GRAVELED ROAD FOR 1.3 MILES TO A FORK.  KEEP LEFT FORK PASSING SOUTH
 PM0566'OF A OLD HOUSE AND GO EAST-SOUTHEAST ON TRACK ROAD FOR 0.4 MILE TO
 PM0566'A FORK.  KEEP LEFT FORK AND GO EAST ON TRACK ROAD FOR 0.2 MILE TO
 PM0566'A SMALL CLEARING.  TURN LEFT AND GO NORTH FOR 0.05 MILE TO THE
 PM0566'TOP OF THE HILL AND THE STATION.
 PM0566'
 PM0566'THE STATION MARK IS A STANDARD DISK STAMPED GUN 1932, SET IN THE TOP
 PM0566'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 PM0566'THE GROUND.  IT IS 13 FEET EAST OF TRIANGLE BLAZED TREE.
 PM0566'
 PM0566'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GUN NO 1 1932, SET IN THE
 PM0566'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES
 PM0566'ABOVE THE GROUND.  IT IS 33 FEET SOUTH OF THE TRIANGLE BLAZED TREE.
 PM0566'
 PM0566'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GUN NO 2 1932, SET IN THE
 PM0566'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES
 PM0566'ABOVE THE GROUND.  IT IS 69 FEET WEST OF THE TRIANGLE BLAZED TREE AND
 PM0566'ABOUT 5 FEET LOWER THAN THE STATION.
 PM0566'
 PM0566'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO TREES AND NO PLACE TO
 PM0566'LOCATE AZIMUTH MARK DUE TO TREES.
 PM0566'
 PM0566'HEIGHT OF LIGHT ABOVE STATION MARK 75 FEET.
 PM0566'
 PM0566'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES
 PM0566'SOUTHEAST OF FREESOIL.
 PM0566
 PM0566                          STATION RECOVERY (1980)
 PM0566
 PM0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PM0566'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PM0566'GOOD CONDITION.  THE DIRECTION BETWEEN THE REFERENCE MARKS
 PM0566'WAS NOTED TO BE LARGER BY 01 MINUTE 50.6 SECONDS THAN THE
 PM0566'1977 DIRECTION.  THE DISTANCES TO THE REFERENCE MARKS
 PM0566'CHECKED FAVORABLY.
 PM0566'THE STATION IS LOCATED ABOUT 16.1 KM (10 MI) NORTHEAST OF
 PM0566'SCOTTVILLE, 4.0 KM (2-1/2 MI) NORTH OF FOUNTAIN, 2.4 KM
 PM0566'(1-1/2 MI) SOUTHEAST OF FREESOIL, IN THE NW1/4,S35,T20N,R16W
 PM0566'OF FREESOIL TOWNSHIP, AND ON PROPERTY OWNED BY
 PM0566'JULIAN AND MARY OMALASKE, 60 FABIUS STREET, TROY, MI 48084.
 PM0566'TELEPHONE NUMBER 313-879-0317.
 PM0566'
 PM0566'TO REACH THE STATION FROM THE POST OFFICE IN FREESOIL, GO
 PM0566'EAST ON MICHIGAN STREET FOR 1.3 KM (0.8 MI) TO A CROSSROAD.
 PM0566'TURN RIGHT AND GO SOUTH ON STEPHENS ROAD FOR 1.6 KM (1.0 MI)
 PM0566'TO A SIDE ROAD RIGHT.  CONTINUE AHEAD ON STEPHENS ROAD FOR
 PM0566'0.4 KM (0.25 MI) TO A FORK.  TAKE THE LEFT FORK AND GO
 PM0566'SOUTHEASTERLY ON A TRACK ROAD FOR 0.6 KM (0.4 MI) TO A SIDE
 PM0566'ROAD LEFT.  TURN LEFT AND FOLLOW A NARROW TRACK ROAD
 PM0566'NORTHEASTERLY FOR 0.3 KM (0.2 MI) TO A CLEARING.  TURN LEFT
 PM0566'AND GO UPHILL ON A CLEARED ROAD FOR 0.2 KM (0.1 MI) TO
 PM0566'THE STATION.
 PM0566'
 PM0566'THE STATION IS A STANDARD CGS DISK
 PM0566'STAMPED---GUN 1932---,
 PM0566'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE
 PM0566'PROJECTING 7 CM ABOVE THE GROUND.  IT IS LOCATED
 PM0566'5.49 METERS (18.0 FT) WEST-NORTHWEST FROM A BLAZED POPLAR TREE,
 PM0566'4.15 METERS (13.6 FT) NORTHEAST FROM A BLAZED POPLAR TREE, AND
 PM0566'3.67 METERS (12.05 FT) NORTHEAST FROM A METAL WITNESS POST.
 PM0566'
 PM0566'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PM0566'STAMPED---GUN NO 1 1932---,
 PM0566'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE
 PM0566'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 PM0566'2.38 METERS (7.8 FT) NORTHEAST FROM A BLAZED TREE AND
 PM0566'0.49 METER (1.6 FT) WEST FROM A METAL WITNESS POST.
 PM0566'MARK IS BELOW STATION 0.2 METER.
 PM0566'
 PM0566'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PM0566'STAMPED---GUN NO 2 1932---,
 PM0566'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 10 CM ON A SIDE
 PM0566'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PM0566'1.95 METERS (6.4 FT) SOUTH-SOUTHEAST FROM A BLAZED TREE AND
 PM0566'0.5 METER (1.65 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 PM0566'MARK IS BELOW STATION 0.2 METER.
 PM0566'
 PM0566'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.2 METERS.
 PM0566'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PM0566'AN AZIMUTH MARK.
 PM0566'
 PM0566'DESCRIBED BY R.L. ZURFLUH.
 PM0566
 PM0566                          STATION RECOVERY (1980)
 PM0566
 PM0566'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PM0566'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0566'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PM0566'WITH 1932 DATA.  THE DIRECTION BETWEEN REFERENCE MARKS WAS NOTED TO
 PM0566'BE LARGER BY 58 SECONDS THAN THE 1932 AND 1977 DIRECTION BUT SMALLER
 PM0566'BY 01 MINUTE 27 SECONDS THAN THE NGS 1980 DIRECTION.
 PM0566'
 PM0566'TO REACH DESCRIPTION OF 1980 IS GOOD.
 PM0566'
 PM0566'PROPERTY OWNED BY JULIAN AND MARY OMALASKE, 60 FABIUS STREET, TROY,
 PM0566'MICHIGAN 48084, TELEPHONE 313 879 0317.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0924 ***********************************************************************
 RJ0924  DESIGNATION -  GUS IBC 1944
 RJ0924  PID         -  RJ0924
 RJ0924  STATE/COUNTY-  MI/CHIPPEWA
 RJ0924  USGS QUAD   -  GOETZVILLE (1976)
 RJ0924
 RJ0924                         *CURRENT SURVEY CONTROL
 RJ0924  ___________________________________________________________________
 RJ0924* NAD 83(1994)-  46 20 26.12689(N)    084 07 26.29889(W)     ADJUSTED  
 RJ0924* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0924  ___________________________________________________________________
 RJ0924  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 RJ0924  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0924
 RJ0924  HORZ ORDER  -  THIRD
 RJ0924
 RJ0924.The horizontal coordinates were established by classical geodetic methods
 RJ0924.and adjusted by the National Geodetic Survey in February 1997..
 RJ0924
 RJ0924.The orthometric height was scaled from a topographic map.
 RJ0924
 RJ0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0924
 RJ0924.The geoid height was determined by GEOID03.
 RJ0924
 RJ0924;                    North         East     Units Scale Factor Converg.
 RJ0924;SPC MI N     -   177,095.797 8,221,345.740   MT  0.99990330   +2 04 43.6
 RJ0924;SPC MI N     -   581,022.96 26,972,919.09   iFT  0.99990330   +2 04 43.6
 RJ0924;SPC MI C     -   336,082.043 6,018,688.177   MT  1.00021158   +0 10 17.2
 RJ0924;SPC MI C     - 1,102,631.37 19,746,352.29   iFT  1.00021158   +0 10 17.2
 RJ0924;UTM  16      - 5,135,910.898   721,322.911   MT  1.00020217   +2 04 53.5
 RJ0924
 RJ0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0924!SPC MI N     -   0.99997815  x   0.99990330  =   0.99988145
 RJ0924!SPC MI C     -   0.99997815  x   1.00021158  =   1.00018973
 RJ0924!UTM  16      -   0.99997815  x   1.00020217  =   1.00018032
 RJ0924
 RJ0924|---------------------------------------------------------------------|
 RJ0924| PID    Reference Object                     Distance      Geod. Az  |
 RJ0924|                                                           dddmmss.s |
 RJ0924| RJ0915 PIER IBC 1944                       359.902 METERS 04528     |
 RJ0924| RJ0945 TS 45 USLS 1881 ECC 1894            APPROX. 0.5 KM 3260631.5 |
 RJ0924|---------------------------------------------------------------------|
 RJ0924
 RJ0924                          SUPERSEDED SURVEY CONTROL
 RJ0924
 RJ0924  NAD 83(1986)-  46 20 26.11438(N)    084 07 26.30617(W) AD(       ) 3
 RJ0924  NAD 27      -  46 20 26.05100(N)    084 07 26.20400(W) AD(       ) 3
 RJ0924
 RJ0924.Superseded values are not recommended for survey control.
 RJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0924.See file dsdata.txt to determine how the superseded data were derived.
 RJ0924
 RJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2132335911(NAD 83)
 RJ0924_MARKER: H = DRILL HOLE
 RJ0924_SETTING: 80 = SET IN A BOULDER
 RJ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0924+STABILITY: SURFACE MOTION
 RJ0924
 RJ0924  HISTORY     - Date     Condition        Report By
 RJ0924  HISTORY     - 1944     MONUMENTED       IBC
 RJ0924  HISTORY     - 1958     GOOD             IBC
 RJ0924
 RJ0924                          STATION DESCRIPTION
 RJ0924
 RJ0924'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0924'ON POINT AUGUSTUS ON E SIDE OF SUGAR ISLAND, ACROSS THE EAST NEEBISH
 RJ0924'CHANNEL FROM THE CENTER OF EAST NEEBISH ISLAND AND THE OLD DOCK ON
 RJ0924'THAT ISLAND.  IT IS ON THE DOWNSTREAM END OF A SMALL BAY.  IT IS 10
 RJ0924'FEET INSIDE THE END OF THE POINT AND 9 FEET FROM THE BAY UPSTREAM.
 RJ0924'
 RJ0924'STATION MARK IS A 3/4-INCH DRILL HOLE 3/4 INCH DEEP, IN A ROCK 20 BY
 RJ0924'10 INCHES BY 2 INCHES ABOVE GROUND, BETWEEN LARGER ROCKS TOWARD
 RJ0924'THE POINT, AND ON THE DOWNSTREAM SIDE.
 RJ0924
 RJ0924                          STATION RECOVERY (1958)
 RJ0924
 RJ0924'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0563 ***********************************************************************
 QL0563  DESIGNATION -  GUSTAFSON
 QL0563  PID         -  QL0563
 QL0563  STATE/COUNTY-  MI/MENOMINEE
 QL0563  USGS QUAD   -  NADEAU (1989)
 QL0563
 QL0563                         *CURRENT SURVEY CONTROL
 QL0563  ___________________________________________________________________
 QL0563* NAD 83(1994)-  45 35 03.50204(N)    087 32 47.89602(W)     ADJUSTED  
 QL0563* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 QL0563  ___________________________________________________________________
 QL0563  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 QL0563  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 QL0563
 QL0563  HORZ ORDER  -  SECOND
 QL0563
 QL0563.The horizontal coordinates were established by classical geodetic methods
 QL0563.and adjusted by the National Geodetic Survey in February 1997..
 QL0563
 QL0563.The orthometric height was scaled from a topographic map.
 QL0563
 QL0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0563
 QL0563.The geoid height was determined by GEOID03.
 QL0563
 QL0563;                    North         East     Units Scale Factor Converg.
 QL0563;SPC MI N     -    89,171.840 7,957,340.971   MT  0.99997712   -0 23 42.4
 QL0563;SPC MI N     -   292,558.53 26,106,761.72   iFT  0.99997712   -0 23 42.4
 QL0563;UTM  16      - 5,048,008.041   457,356.733   MT  0.99962236   -0 23 25.7
 QL0563
 QL0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0563!SPC MI N     -   0.99996407  x   0.99997712  =   0.99994119
 QL0563!UTM  16      -   0.99996407  x   0.99962236  =   0.99958644
 QL0563
 QL0563:                Primary Azimuth Mark                     Grid Az
 QL0563:SPC MI N     -  POWERS PINECREST SAN WATER TK            007 50 54.2
 QL0563:UTM  16      -  POWERS PINECREST SAN WATER TK            007 50 37.5
 QL0563
 QL0563|---------------------------------------------------------------------|
 QL0563| PID    Reference Object                     Distance      Geod. Az  |
 QL0563|                                                           dddmmss.s |
 QL0563| QL0560 POWERS PINECREST SAN WATER TK       APPROX.12.0 KM 0072711.8 |
 QL0563| CJ5044 GUSTAFSON RM 1                       27.633 METERS 13659     |
 QL0563| CJ5043 GUSTAFSON AZ MK                                    2885521.1 |
 QL0563| CJ5046 GUSTAFSON RM 3                       32.385 METERS 33712     |
 QL0563| CJ5045 GUSTAFSON RM 2                       29.837 METERS 33850     |
 QL0563|---------------------------------------------------------------------|
 QL0563
 QL0563                          SUPERSEDED SURVEY CONTROL
 QL0563
 QL0563  NAD 83(1986)-  45 35 03.50108(N)    087 32 47.89453(W) AD(       ) 2
 QL0563  NAD 27      -  45 35 03.61200(N)    087 32 47.44900(W) AD(       ) 2
 QL0563
 QL0563.Superseded values are not recommended for survey control.
 QL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0563.See file dsdata.txt to determine how the superseded data were derived.
 QL0563
 QL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5735748008(NAD 83)
 QL0563_MARKER: DS = TRIANGULATION STATION DISK
 QL0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0563_STAMPING: GUSTAFSON 1954
 QL0563_MARK LOGO: CGS   
 QL0563_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0563+STABILITY: SURFACE MOTION
 QL0563
 QL0563  HISTORY     - Date     Condition        Report By
 QL0563  HISTORY     - 1954     MONUMENTED       CGS
 QL0563  HISTORY     - 1964     SEE DESCRIPTION  CGS
 QL0563  HISTORY     - 1981     GOOD             MIDH
 QL0563  HISTORY     - 19960515 SEE DESCRIPTION  MIDT
 QL0563
 QL0563                          STATION DESCRIPTION
 QL0563
 QL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0563'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF STEPHENSON, 7 MILES
 QL0563'SOUTH OF POWERS, 1/2 MILE
 QL0563'SOUTHEAST OF CARNEY AND ON PROPERTY OWNED BY MR. ARNOLD GUSTAFSON.
 QL0563'IT IS 51 FEET SOUTHWEST OF THE
 QL0563'APPROXIMATE CENTER OF A FARM DRIVE.  THE MARK PROJECTS 2 INCHES
 QL0563'AND THE DISK IS STAMPED GUSTAFSON 1954.
 QL0563'
 QL0563'REFERENCE MARK NO 1 IS 25 FEET SOUTHWEST OF THE FOUTHWEST CORNER OF A
 QL0563'BARN AND 1 FOOT WEST OF A
 QL0563'FENCE.  THE MARK IS FLUSH WITH THE SURFACE AND THE DISK IS STAMPED
 QL0563'GUSTAFSON NO 1 1954.
 QL0563'
 QL0563'REFERENCE MARK NO 2 IS 54 FEET WEST OF A CONCRETE STEP AT THE WEST
 QL0563'CORNER OF A HOUSE AND 9
 QL0563'FEET NORTH OF THE APPROXIMATE CENTER OF A FARM DRIVE.  THE MARK
 QL0563'PROJECTS 4 INCHES AND THE DISK IS
 QL0563'STAMPED GUSTAFSON NO 2 1954.
 QL0563'
 QL0563'AZIMUTH MARK IS 30 FEET EAST OF THE APPROXIMATE CENTER OF A FARM
 QL0563'DRIVE, 32 FEET SOUTH OF THE
 QL0563'CENTER OF THE ROAD FORKS AND 2 FEET NORTHEAST OF A WITNESS POST.  THE
 QL0563'MARK PROJECTS 5 INCHES AND THE DISK
 QL0563'IS STAMPED GUSTAFSON 1954.
 QL0563'
 QL0563'TO REACH FROM THE JUNCTION OF US HIGHWAY 41 AND COUNTY HIGHWAY 374 AT
 QL0563'THE NORTH EDGE OF CARNEY, GO
 QL0563'SOUTHWEST ON US HIGHWAY 41 FOR 0.05 MILE TO A FORK, KEEP LEFT FORK
 QL0563'SOUTH ON A GRAVEL ROAD FOR ABOUT 40
 QL0563'YARDS TO A FORK, KEEP LEFT FORK EASTERLY FOR ABOUT
 QL0563'10 YARDS TO THE AZIMUTH MARK ON THE RIGHT.  HERE
 QL0563'CONTINUE EAST ON A FARM DRIVE FOR 0.35
 QL0563'MILE AND THE STATION AS DESCRIBED.
 QL0563'
 QL0563'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QL0563
 QL0563                          STATION RECOVERY (1964)
 QL0563
 QL0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (RAE)
 QL0563'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 QL0563'DESCRIBED, EXCEPT NO.  2 R.M. FOUND
 QL0563'BROKEN WAS DESTROYED AFTER THE ESTABLISHMENT OF NO. 3 R.M.
 QL0563'
 QL0563'ABOUT 0.1 MILE S ALONG NO. 41 U. S. HWY. FROM ITS JUNCTION WITH NO.
 QL0563'374 COUNTY HWY.  (THE MAIN E-W
 QL0563'STREET IN CARNEY AND THE MAIN ROAD TO NOLAN) ON E EDGE OF TOWN TO THE
 QL0563'AZIMUTH MARK, THENCE 0.35 MILE ESE TO
 QL0563'TOP OF HILL AND STATION, ABOUT 35 YARDS SW OF THE HOME
 QL0563'OF ARNOLD GUSTAFSON ON HIGHEST POINT, 51 FEET
 QL0563'SSW OF CENTER LINE OF FARM DRIVEWAY, 65.5
 QL0563'FEET W OF ONE POWER POLE, 48.3 FEET E OF ANOTHER, 8.4 FEET S OF
 QL0563'LINE OF POLES, ON CREST OF RIDGE,
 QL0563'STANDARD DISKS STAMPED GUSTAFSON 1954 IN NOTES 1A AND 7A MARKS, THE
 QL0563'UPPER MARK PROJECTING 0.2 FOOT
 QL0563'ABOVE GROUND.
 QL0563'
 QL0563'REFERENCE STAMPED GUSTAFSON NO 1 1954, NOTE 11A, PROJECTS 0.1 FOOT,
 QL0563'IS 90.66 FEET OR 27.633 METERS SE
 QL0563'IN AZIMUTH 316 DEG 59 MIN FROM THE STATION, 25 FEET S OF SW CORNER OF
 QL0563'A BARN, 3-1/2 FEET E OF PROJECTED PLANE OF
 QL0563'W WALL OF BARN, AND 1-1/2 FEET W OF A FENCE.
 QL0563'
 QL0563'REFERENCE STAMPED GUSTAFSON NO. 3 1964, NOTE 11B, PROJECTS 0.2 FOOT,
 QL0563'IS 106.25 FEET (32.385 METERS)
 QL0563'NNW IN AZIMUTH 157 DEG 12 MIN FROM THE STATION, 57 FEET SW OF SW
 QL0563'CORNER OF THE BOTTOM OF CONCRETE STEPS TO
 QL0563'HOUSE, 36 FEET W OF PROJECTED PLANE OF W WALL OF THE STEPS,
 QL0563'AND 14 FEET N OF CENTER LINE OF THE GRAVELED
 QL0563'DRIVEWAY.
 QL0563'
 QL0563'AZIMUTH MARK STAMPED GUSTAFSON 1954, NOTE 16A, PROJECTS 0.3 FOOT, IS
 QL0563'0.35 MILE WNW IN AZIMUTH 108 DEG
 QL0563'55 MIN 25.7 SEC FROM THE STATION, 87 FEET E OF C/L OF 20-FOOT
 QL0563'PAVEMENT OF NO. 41, HWY., 9 FEET SSW OF C/L OF
 QL0563'FARM LANE, AND 2 FEET E OF A STEEL WITNESS POST.
 QL0563
 QL0563                          STATION RECOVERY (1981)
 QL0563
 QL0563'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (BT)
 QL0563'GUSTAFSON 1954 RECOVERED GOOD.
 QL0563'
 QL0563'RM 1 RECOVERED GOOD.
 QL0563'
 QL0563'RM 3 DISTURBED.  DISK GONE.
 QL0563'
 QL0563'AZIMUTH RECOVERED IN GOOD CONDITION.  EXHAUSTED SUPPLY OF WITNESS
 QL0563'POSTS.  LOTS OF SIGNS.
 QL0563'
 QL0563'DISTANCE AND DIRECTION FROM NEAREST TOWN--1/2 MILE SE OF CARNEY,
 QL0563'MI.
 QL0563
 QL0563                          STATION RECOVERY (1996)
 QL0563
 QL0563'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 QL0563'NOTE-AZIMUTH MARK DESTROYED.  THE MARK WAS FOUND UPROOTED FROM THE
 QL0563'GROUND AND LYING IN THE DITCH OF THE COUNTY ROAD LEADING TO THE
 QL0563'STATION BY A MDOT SURVEY TECHNICIAN.  THE DISK WAS RECOVERED AND
 QL0563'RETAINED BY MDOT NOTE-THE STATION MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0534 ***********************************************************************
 RK0534  DESIGNATION -  GWINN
 RK0534  PID         -  RK0534
 RK0534  STATE/COUNTY-  MI/MARQUETTE
 RK0534  USGS QUAD   -  GWINN (1975)
 RK0534
 RK0534                         *CURRENT SURVEY CONTROL
 RK0534  ___________________________________________________________________
 RK0534* NAD 83(1994)-  46 17 02.80548(N)    087 29 08.65185(W)     ADJUSTED  
 RK0534* NAVD 88     -       413.7    (meters)    1357.     (feet)  VERTCON   
 RK0534  ___________________________________________________________________
 RK0534  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 RK0534  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 RK0534
 RK0534  HORZ ORDER  -  FIRST
 RK0534
 RK0534.The horizontal coordinates were established by classical geodetic methods
 RK0534.and adjusted by the National Geodetic Survey in February 1997..
 RK0534
 RK0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0534
 RK0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0534
 RK0534.The geoid height was determined by GEOID03.
 RK0534
 RK0534;                    North         East     Units Scale Factor Converg.
 RK0534;SPC MI N     -   166,917.322 7,962,570.158   MT  0.99990283   -0 21 03.9
 RK0534;SPC MI N     -   547,629.01 26,123,917.84   iFT  0.99990283   -0 21 03.9
 RK0534;UTM  16      - 5,125,729.785   462,581.279   MT  0.99961721   -0 21 03.9
 RK0534
 RK0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0534!SPC MI N     -   0.99994052  x   0.99990283  =   0.99984335
 RK0534!UTM  16      -   0.99994052  x   0.99961721  =   0.99955775
 RK0534
 RK0534:                Primary Azimuth Mark                     Grid Az
 RK0534:SPC MI N     -  K I SAWYER AFB CONTROL TOWER             050 39 44.6
 RK0534:UTM  16      -  K I SAWYER AFB CONTROL TOWER             050 39 44.6
 RK0534
 RK0534|---------------------------------------------------------------------|
 RK0534| PID    Reference Object                     Distance      Geod. Az  |
 RK0534|                                                           dddmmss.s |
 RK0534| RK0526 K I SAWYER AFB CONTROL TOWER        APPROX. 9.6 KM 0501840.7 |
 RK0534| RK0535 K I SAWYER AFB TANK BCN STAFF       APPROX. 9.7 KM 0524200.6 |
 RK0534| RK0522 K I SAWYER AFB EAST WATER TANK      APPROX.11.1 KM 0600910.5 |
 RK0534| RK0523 FORSYTH BELL TEL CO MICROWAVE       APPROX.13.8 KM 0791224.6 |
 RK0534| RK0530 GWINN ST ANTHONYS CHURCH SPIRE      APPROX. 3.1 KM 0880627.3 |
 RK0534| RK0531 GWINN MUNICIPAL TANK                APPROX. 3.9 KM 1073714.8 |
 RK0534| CJ2593 GWINN AZ MK                                        1210323.5 |
 RK0534| CJ2594 GWINN RM 1                            8.304 METERS 16633     |
 RK0534| RK0533 GWINN LOOKOUT TOWER 1955              8.294 METERS 16730     |
 RK0534| RK0537 GWINN CABLE TV MAST                  30.457 METERS 20219     |
 RK0534| CJ2595 GWINN RM 2                           33.101 METERS 25136     |
 RK0534| RK0568 PERCH LAKE TV STA WLUC MAST         APPROX.28.6 KM 2815700.9 |
 RK0534| RK0569 PERCH LAKE NMU TV MAST              APPROX.29.4 KM 2850936.5 |
 RK0534| RK0553 ISHPEMING CCIC MICROWAVE            APPROX.23.3 KM 3282538.8 |
 RK0534| RK0544 SUMMIT MTN TV STA WLUC MAST         APPROX.21.5 KM 3284548.7 |
 RK0534| RK0551 CLIFF 2                             APPROX.21.7 KM 3285107.8 |
 RK0534| RK0548 SUMMIT MTN ST POLICE RAD MAST       APPROX.21.5 KM 3291113.5 |
 RK0534|---------------------------------------------------------------------|
 RK0534
 RK0534                          SUPERSEDED SURVEY CONTROL
 RK0534
 RK0534  NAD 83(1986)-  46 17 02.79987(N)    087 29 08.64871(W) AD(       ) 1
 RK0534  NAD 27      -  46 17 03.00100(N)    087 29 08.15300(W) AD(       ) 1
 RK0534  NGVD 29 (07/19/86)  413.6    (m)         1357.     (f) VERT ANG       
 RK0534
 RK0534.Superseded values are not recommended for survey control.
 RK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0534.See file dsdata.txt to determine how the superseded data were derived.
 RK0534
 RK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6258125730(NAD 83)
 RK0534_MARKER: DS = TRIANGULATION STATION DISK
 RK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0534_STAMPING: GWINN 1955
 RK0534_MARK LOGO: CGS   
 RK0534_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0534+STABILITY: SURFACE MOTION
 RK0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0534+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2001
 RK0534
 RK0534  HISTORY     - Date     Condition        Report By
 RK0534  HISTORY     - 1955     MONUMENTED       CGS
 RK0534  HISTORY     - 1961     GOOD             CGS
 RK0534  HISTORY     - 1975     GOOD             NGS
 RK0534  HISTORY     - 19950207 GOOD             LOCENG
 RK0534  HISTORY     - 19950722 GOOD             USPSQD
 RK0534  HISTORY     - 20011014 GOOD             USPSQD
 RK0534  HISTORY     - 20060916 GOOD             GEOCAC
 RK0534
 RK0534                          STATION DESCRIPTION
 RK0534
 RK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0534'THE STATION IS LOCATED ABOUT 16.5 MILES SOUTHEAST OF ISHPEMING AND 2
 RK0534'MILES WEST OF GWINN ON A PROMINENT WOODED HILL NEAR THE GWINN
 RK0534'LOOKOUT TOWER IN SECTION 19, T.45N.,R.25W.
 RK0534'
 RK0534'TO REACH THE STATION FROM GWINN, GO WESTERLY ON STATE HIGHWAY 35 FOR
 RK0534'1.6 MILES TO A GRAVEL ROAD LEFT JUST AFTER CROSSING RAILROAD TRACKS.
 RK0534'TURN LEFT, GO SOUTHERLY 0.5 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT,
 RK0534'GO 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 RK0534'0.6 MILE TO THE LOOKOUT TOWER AND STATION.
 RK0534'
 RK0534'THE STATION MARK, A STANDARD DISK STAMPED GWINN 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH IS LEVEL WITH THE GROUND SURFACE, 27 FEET
 RK0534'NORTH OF AND 2 FEET LOWER THAN THE CENTER OF THE LOOKOUT TOWER AND
 RK0534'1 FOOT SOUTH OF A WHITE WITNESS POST.
 RK0534'
 RK0534'REFERENCE MARK 1, A STANDARD DISK STAMPED GWINN NO 1 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES IS IN THE APPROXIMATE
 RK0534'CENTER OF THE LOOKOUT TOWER 2 FEET HIGHER THAN THE STATION MARK.
 RK0534'
 RK0534'REFERENCE MARK 2, A STANDARD DISK STAMPED GWINN NO 2 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, IS ON THE NORTH SLOPE OF
 RK0534'A SMALL KNOLL APPROXIMATELY 3 FEET LOWER THAN THE STATION MARK.
 RK0534'
 RK0534'THE AZIMUTH MARK, A STANDARD DISK STAMPED GWINN 1955 IS SET IN A
 RK0534'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS 18 FEET SOUTH-WEST OF
 RK0534'OF THE CENTER LINE OF A DIRT ROAD, 2 FEET NORTHWEST OF A TELEPHONE
 RK0534'POLE AND 2 FEET WEST OF A WHITE WITNESS POST.  THIS MARK IS NOT
 RK0534'VISIBLE FROM THE GROUND AT THE STATION MARK AND WOULD REQUIRE
 RK0534'CONSIDERABLE CLEARING TO BE MADE SO.
 RK0534'
 RK0534'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0534
 RK0534                          STATION RECOVERY (1961)
 RK0534
 RK0534'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0534'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1955 DESCRIPTION AND
 RK0534'ALL MARKS WERE FOUND TO BE IN GOOD CONDITION.  THE DISTANCE AND
 RK0534'DIRECTION CHECKED TO REFERENCE MARK 1 AND AZIMUTH MARK.  THE
 RK0534'DIRECTION CHECKED TO REFERENCE MARK 2 BUT A SLIGHT DIFFERENCE WAS
 RK0534'FOUND IN THE DISTANCE. THE ORIGINAL DESCRIPTION IS ADEQUATE, EXCEPT,
 RK0534'ROAD CHANGES MAKE A NEW TO REACH NECESSARY.
 RK0534'
 RK0534'TO REACH THE STATION FROM GWINN, GO WESTERLY ON STATE ROUTE 35 FOR
 RK0534'1.5 MILES TO RAILROAD CROSSING AND THE PRINCETON POST OFFICE ON THE
 RK0534'RIGHT. CONTINUE WESTERLY ON STATE ROUTE 35 FOR 0.3 MILE TO A SIDE
 RK0534'ROAD LEFT, TURN LEFT (SOUTHERLY) FOR 0.35 MILE TO A SIDE ROAD RIGHT,
 RK0534'TURN RIGHT ON DIRT ROAD (WESTERLY) FOR 0.2 MILE TO THE AZIMUTH MARK
 RK0534'ON THE LEFT SIDE OF ROAD.  CONTINUE WESTERLY FOR 0.6 MILE TO THE
 RK0534'LOOKOUT TOWER AND THE STATION.
 RK0534'
 RK0534'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0534
 RK0534                          STATION RECOVERY (1975)
 RK0534
 RK0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0534'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES ON LINE.
 RK0534'
 RK0534'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 RK0534'RECOVERED AND FOUND IN GOOD CONDITION, HOWEVER, THE AZIMUTH MARK IS
 RK0534'NOT VISIBLE FROM THE GROUND OR TOP OF TOWER.  THE HORIZONTAL
 RK0534'DIRECTIONS BETWEEN THE REFERENCE MARKS CHECKED ADEQUATELY, THE
 RK0534'DISTANCE TO REFERENCE MARK 1 WAS IN DIFFERENCE OF 0.023 METER
 RK0534'LONGER, REFERENCE MARK 2 WAS IN DIFFERENCE OF 0.118 METER LONGER AND
 RK0534'VERIFIED. A NEW DESCRIPTION FOLLOWS.
 RK0534'
 RK0534'THE STATION IS LOCATED ABOUT 2 MILES WEST OF GWINN AND ON LAND OWNED
 RK0534'BY THE MICHIGAN STATE DEPARTMENT OF NATURAL RESOURCES, MR. ED
 RK0534'VETORT, DISTRICT SUPERVISOR, ESCANABA, MICHIGAN, TELEPHONE NUMBER
 RK0534'(906) 786-2351.
 RK0534'
 RK0534'TO REACH THE STATION FROM THE POST OFFICE IN GWINN, GO WEST ON STATE
 RK0534'HIGHWAY 35 FOR 1.65 MILES TO A PAVED ROAD LEFT AND HIDEAWAY TAVERN.
 RK0534'TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.35 MILE TO A BLADED
 RK0534'ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE BLADED ROAD FOR
 RK0534'0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON THE
 RK0534'BLADED ROAD FOR 0.6 MILE TO THE LOOKOUT TOWER AND THE STATION.
 RK0534'
 RK0534'STATION MARKS ARE STANDARD DISKS STAMPED GWINN 1955.  THE SURFACE
 RK0534'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
 RK0534'FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET NORTHEAST OF THE
 RK0534'NORTHWEST LEG OF THE LOOKOUT TOWER, 4 FEET SOUTH OF A METAL WITNESS
 RK0534'POST AND 1 FOOT SOUTH OF A WOODEN WITNESS POST.  THE UNDERGROUND
 RK0534'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES
 RK0534'BELOW THE GROUND SURFACE.
 RK0534'
 RK0534'REFERENCE MARK 1, A STANDARD DISK STAMPED GWINN NO 1 1955, IS SET IN
 RK0534'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 RK0534'ABOVE THE GROUND SURFACE.  IT IS IN THE CENTER OF THE LOOKOUT
 RK0534'TOWER.
 RK0534'
 RK0534'REFERENCE MARK 2, A STANDARD DISK STAMPED GWINN NO 2 1955, IS SET IN
 RK0534'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 RK0534'ABOVE THE GROUND SURFACE.  IT IS 39 FEET SOUTHWEST OF THE CENTER OF
 RK0534'A TRACK ROAD AND 20 FEET SOUTHEAST OF A TIE DOWN FOR A GUY WIRES.
 RK0534'
 RK0534'AZIMUTH MARK, A STANDARD DISK STAMPED GWINN 1955, IS SET IN THE TOP
 RK0534'OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES ABOVE
 RK0534'THE GROUND SURFACE.  IT IS 24 FEET SOUTH OF THE CENTER OF THE
 RK0534'BLADED ROAD, 2 FEET SOUTHWEST OF A WOODEN WITNESS POST AND 2 FEET
 RK0534'NORTH OF A METAL WITNESS POST.
 RK0534'
 RK0534'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0534'
 RK0534'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 RK0534'GWINN.
 RK0534
 RK0534                          STATION RECOVERY (1995)
 RK0534
 RK0534'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0534'RECOVERED AS DESCRIBED.
 RK0534
 RK0534                          STATION RECOVERY (1995)
 RK0534
 RK0534'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0534'RECOVERED IN GOOD CONDITION.
 RK0534
 RK0534                          STATION RECOVERY (2001)
 RK0534
 RK0534'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0534'ONLY STA MARK REMAINS UNDER DISMANTLED TOWER.  RM 1 HAS DISK MISSING
 RK0534'FROM CONCRETE POST.  RM 2 AND AZ MARKS NOT FOUND.
 RK0534
 RK0534                          STATION RECOVERY (2006)
 RK0534
 RK0534'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0534'STATION MARK RECOVERED IN GOOD CONDITION. RM 1 FOUND IN POOR
 RK0534'CONDITION. DISK IS GONE, BUT
 RK0534'STEM REMAINS IN THE CONCRETE. RM 2 FOUND IN GOOD CONDITION. AZ MARK
 RK0534'NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0531 ***********************************************************************
 RK0531  DESIGNATION -  GWINN MUNICIPAL TANK
 RK0531  PID         -  RK0531
 RK0531  STATE/COUNTY-  MI/MARQUETTE
 RK0531  USGS QUAD   -  GWINN (1975)
 RK0531
 RK0531                         *CURRENT SURVEY CONTROL
 RK0531  ___________________________________________________________________
 RK0531* NAD 83(1994)-  46 16 24.23207(N)    087 26 13.68586(W)     ADJUSTED  
 RK0531* NAVD 88     -                                                        
 RK0531  ___________________________________________________________________
 RK0531  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 RK0531  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 RK0531
 RK0531  HORZ ORDER  -  THIRD
 RK0531
 RK0531.The horizontal coordinates were established by classical geodetic methods
 RK0531.and adjusted by the National Geodetic Survey in February 1997..
 RK0531
 RK0531
 RK0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0531
 RK0531.The geoid height was determined by GEOID03.
 RK0531
 RK0531;                    North         East     Units Scale Factor Converg.
 RK0531;SPC MI N     -   165,704.629 7,966,308.693   MT  0.99990286   -0 18 57.4
 RK0531;SPC MI N     -   543,650.36 26,136,183.38   iFT  0.99990286   -0 18 57.4
 RK0531;UTM  16      - 5,124,517.442   466,318.740   MT  0.99961394   -0 18 57.2
 RK0531
 RK0531                          SUPERSEDED SURVEY CONTROL
 RK0531
 RK0531  NAD 83(1986)-  46 16 24.22646(N)    087 26 13.68232(W) AD(       ) 4
 RK0531  NAD 27      -  46 16 24.42400(N)    087 26 13.18100(W) AD(       ) 3
 RK0531
 RK0531.Superseded values are not recommended for survey control.
 RK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0531.See file dsdata.txt to determine how the superseded data were derived.
 RK0531
 RK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6631924517(NAD 83)
 RK0531_MARKER: 53 = ELEVATED TANK
 RK0531
 RK0531  HISTORY     - Date     Condition        Report By
 RK0531  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0531  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0531
 RK0531                          STATION DESCRIPTION
 RK0531
 RK0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0531'THE STATION IS THE APEX OF THE BLACK WOODEN TANK LOCATED AT THE
 RK0531'SOUTHEAST EDGE OF GWINN.  THE TANK IS ELEVATED BY A FOUR LEGGED
 RK0531'SKELETON FRAMEWORK AND IS APPROXIMATELY 120 FEET HIGH.
 RK0531
 RK0531                          STATION RECOVERY (1990)
 RK0531
 RK0531'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0530 ***********************************************************************
 RK0530  DESIGNATION -  GWINN ST ANTHONYS CHURCH SPIRE
 RK0530  PID         -  RK0530
 RK0530  STATE/COUNTY-  MI/MARQUETTE
 RK0530  USGS QUAD   -  GWINN (1975)
 RK0530
 RK0530                         *CURRENT SURVEY CONTROL
 RK0530  ___________________________________________________________________
 RK0530* NAD 83(1994)-  46 17 06.08685(N)    087 26 44.30014(W)     ADJUSTED  
 RK0530* NAVD 88     -                                                        
 RK0530  ___________________________________________________________________
 RK0530  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 RK0530  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 RK0530
 RK0530  HORZ ORDER  -  THIRD
 RK0530
 RK0530.The horizontal coordinates were established by classical geodetic methods
 RK0530.and adjusted by the National Geodetic Survey in February 1997..
 RK0530
 RK0530
 RK0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0530
 RK0530.The geoid height was determined by GEOID03.
 RK0530
 RK0530;                    North         East     Units Scale Factor Converg.
 RK0530;SPC MI N     -   167,000.477 7,965,660.538   MT  0.99990283   -0 19 19.6
 RK0530;SPC MI N     -   547,901.83 26,134,056.88   iFT  0.99990283   -0 19 19.6
 RK0530;UTM  16      - 5,125,812.916   465,670.772   MT  0.99961449   -0 19 19.6
 RK0530
 RK0530                          SUPERSEDED SURVEY CONTROL
 RK0530
 RK0530  NAD 83(1986)-  46 17 06.08119(N)    087 26 44.29664(W) AD(       ) 4
 RK0530  NAD 27      -  46 17 06.28200(N)    087 26 43.80100(W) AD(       ) 3
 RK0530
 RK0530.Superseded values are not recommended for survey control.
 RK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0530.See file dsdata.txt to determine how the superseded data were derived.
 RK0530
 RK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6567125813(NAD 83)
 RK0530_MARKER: 90 = CHURCH SPIRE
 RK0530
 RK0530  HISTORY     - Date     Condition        Report By
 RK0530  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0530  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 RK0530
 RK0530                          STATION DESCRIPTION
 RK0530
 RK0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0530'THE STATION IS THE CROSS ATOP THE ST. ANTHONYS CHURCH THAT IS LOCATED
 RK0530'IN THE WEST EDGE OF GWINN JUST NORTH OF STATE HIGHWAY 35.  IT IS A
 RK0530'GRAY WOODEN BUILDING WITH A RED SPIRE.
 RK0530
 RK0530                          STATION RECOVERY (1990)
 RK0530
 RK0530'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0606 ***********************************************************************
 RK0606  DESIGNATION -  GYPSY
 RK0606  PID         -  RK0606
 RK0606  STATE/COUNTY-  MI/ALGER
 RK0606  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0606
 RK0606                         *CURRENT SURVEY CONTROL
 RK0606  ___________________________________________________________________
 RK0606* NAD 83(1994)-  46 32 55.23441(N)    086 02 33.87174(W)     ADJUSTED  
 RK0606* NAVD 88     -       338.     (meters)    1109.     (feet)  VERTCON   
 RK0606  ___________________________________________________________________
 RK0606  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RK0606  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 RK0606
 RK0606  HORZ ORDER  -  FIRST
 RK0606
 RK0606.The horizontal coordinates were established by classical geodetic methods
 RK0606.and adjusted by the National Geodetic Survey in February 1997..
 RK0606
 RK0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0606
 RK0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0606
 RK0606.The geoid height was determined by GEOID03.
 RK0606
 RK0606;                    North         East     Units Scale Factor Converg.
 RK0606;SPC MI N     -   196,651.871 8,073,407.850   MT  0.99991338   +0 41 30.8
 RK0606;SPC MI N     -   645,183.30 26,487,558.56   iFT  0.99991338   +0 41 30.8
 RK0606;UTM  16      - 5,155,457.188   573,386.447   MT  0.99966620   +0 41 41.9
 RK0606
 RK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0606!SPC MI N     -   0.99995259  x   0.99991338  =   0.99986598
 RK0606!UTM  16      -   0.99995259  x   0.99966620  =   0.99961881
 RK0606
 RK0606:                Primary Azimuth Mark                     Grid Az
 RK0606:SPC MI N     -  GYPSY LAKE USAF RADAR DOME               103 39 02.3
 RK0606:UTM  16      -  GYPSY LAKE USAF RADAR DOME               103 38 51.2
 RK0606
 RK0606|---------------------------------------------------------------------|
 RK0606| PID    Reference Object                     Distance      Geod. Az  |
 RK0606|                                                           dddmmss.s |
 RK0606| RK0608 GYPSY LAKE USAF RADAR DOME          482.322 METERS 1042033.1 |
 RK0606| RK0607 ELBACK RESET                        APPROX. 0.9 KM 1734248.5 |
 RK0606| CH1221 GYPSY RM 1                           12.735 METERS 18035     |
 RK0606| RK0605 GYPSY LAKE LOOKOUT TOWER             12.737 METERS 18041     |
 RK0606| CH1222 GYPSY RM 2                           21.434 METERS 28126     |
 RK0606|---------------------------------------------------------------------|
 RK0606
 RK0606                          SUPERSEDED SURVEY CONTROL
 RK0606
 RK0606  NAD 83(1986)-  46 32 55.22876(N)    086 02 33.86874(W) AD(       ) 1
 RK0606  NAD 27      -  46 32 55.31538(N)    086 02 33.28681(W) AD(       ) 1
 RK0606  NGVD 29 (07/19/86)  338.     (m)         1109.     (f) VERT ANG       
 RK0606
 RK0606.Superseded values are not recommended for survey control.
 RK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0606.See file dsdata.txt to determine how the superseded data were derived.
 RK0606
 RK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7338655457(NAD 83)
 RK0606_MARKER: DS = TRIANGULATION STATION DISK
 RK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0606_STAMPING: GYPSY 1965
 RK0606_MARK LOGO: CGS   
 RK0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0606+STABILITY: SURFACE MOTION
 RK0606
 RK0606  HISTORY     - Date     Condition        Report By
 RK0606  HISTORY     - 1965     MONUMENTED       CGS
 RK0606  HISTORY     - 19950531 GOOD             MI-003
 RK0606
 RK0606                          STATION DESCRIPTION
 RK0606
 RK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0606'STATION IS LOCATED AT THE SITE OF THE GYPSY LAKE LOOKOUT TOWER, ABOUT
 RK0606'9 MILES SOUTH-SOUTWEST OF GRAND MARAIS, 15 MILES NORTH-NORTHWEST OF
 RK0606'SENEY, IN SECTION 22, T 48 N., R 14 W., AND ON STATE OWNED
 RK0606'PROPERTY.
 RK0606'
 RK0606'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RK0606'0.1 MILE WEST OF THE SCHOOL IN SENEY, GO NORTH ON HIGHWAY 77 FOR
 RK0606'15.45 MILES TO A SIDE ROAD LEFT (ADAMS TRAIL).  TURN LEFT AND GO
 RK0606'WESTERLY ON ADAMS TRAIL WHICH IS A GRAVELED ROAD FOR 1.4 MILES TO
 RK0606'A FORK.  TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON A GRAVELED
 RK0606'ROAD FOR 0.2 MILE TO A SIDE ROAD RIGHT AND A SIGN GYPSY LAKE TOWER
 RK0606'ROAD.  TURN RIGHT AND GO NORTH ON A NARROW SAND ROAD FOR 0.8 MILE
 RK0606'TO THE END OF THE ROAD AND THE STATION AT THE NORTH SIDE OF THE
 RK0606'LOOKOUT TOWER.
 RK0606'
 RK0606'STATION MARKS ARE STANDARD DISKS STAMPED GYPSY 1965.  THE SURFACE
 RK0606'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.
 RK0606'IT IS 5 FEET SOUTHWEST OF A METAL WITNESS POST, 32 FEET NORTHWEST
 RK0606'OF THE NORTHEAST LEG OF THE LOOKOUT TOWER AND 33 FEET NORTHEAST OF
 RK0606'THE NORTHWEST LEG.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RK0606'MASS OF CONCRETE 42 INCHES BELOW THE SURFACE OF THE GROUND.
 RK0606'
 RK0606'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GYPSY NO 1 1965, IS
 RK0606'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS SET
 RK0606'AT THE APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 RK0606'
 RK0606'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GYPSY NO 2 1965, IS
 RK0606'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 25
 RK0606'FEET NORTHWEST OF A 6 INCH BIRCH TREE AND 74 FEET NORTHWEST OF THE
 RK0606'METAL WITNESS POST.
 RK0606'
 RK0606'DUE TO THE HEAVY GROWTH OF TREES NO SUITABLE PLACE FOR AN AZIMUTH
 RK0606'MARK COULD BE FOUND.
 RK0606'
 RK0606'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0606
 RK0606                          STATION RECOVERY (1995)
 RK0606
 RK0606'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1995 (RLJ)
 RK0606'RECOVERED AS DESCRIBED.  SET SURVEY MARKER SIGN ON CARSONITE POST 1.5
 RK0606'FT. NORTH OF MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0605 ***********************************************************************
 RK0605  DESIGNATION -  GYPSY LAKE LOOKOUT TOWER
 RK0605  PID         -  RK0605
 RK0605  STATE/COUNTY-  MI/ALGER
 RK0605  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0605
 RK0605                         *CURRENT SURVEY CONTROL
 RK0605  ___________________________________________________________________
 RK0605* NAD 83(1994)-  46 32 54.82196(N)    086 02 33.87879(W)     ADJUSTED  
 RK0605* NAVD 88     -                                                        
 RK0605  ___________________________________________________________________
 RK0605  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RK0605  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 RK0605
 RK0605  HORZ ORDER  -  THIRD
 RK0605
 RK0605.The horizontal coordinates were established by classical geodetic methods
 RK0605.and adjusted by the National Geodetic Survey in February 1997..
 RK0605
 RK0605
 RK0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0605
 RK0605.The geoid height was determined by GEOID03.
 RK0605
 RK0605;                    North         East     Units Scale Factor Converg.
 RK0605;SPC MI N     -   196,639.135 8,073,407.853   MT  0.99991337   +0 41 30.8
 RK0605;SPC MI N     -   645,141.52 26,487,558.57   iFT  0.99991337   +0 41 30.8
 RK0605;UTM  16      - 5,155,444.455   573,386.452   MT  0.99966620   +0 41 41.8
 RK0605
 RK0605                          SUPERSEDED SURVEY CONTROL
 RK0605
 RK0605  NAD 83(1986)-  46 32 54.81632(N)    086 02 33.87554(W) AD(       ) 4
 RK0605  NAD 27      -  46 32 54.90314(N)    086 02 33.29391(W) AD(       ) 3
 RK0605
 RK0605.Superseded values are not recommended for survey control.
 RK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0605.See file dsdata.txt to determine how the superseded data were derived.
 RK0605
 RK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7338655444(NAD 83)
 RK0605_MARKER: 57 = LOOKOUT TOWER
 RK0605
 RK0605  HISTORY     - Date     Condition        Report By
 RK0605  HISTORY     - 1965     FIRST OBSERVED   CGS
 RK0605
 RK0605                          STATION DESCRIPTION
 RK0605
 RK0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0605'STATION IS THE CENTER OF THE BASE OF THE LOOKOUT TOWER.  IT IS
 RK0605'LOCATED ABOUT 9 MILES SOUTH-SOUTHWEST OF GRAND MARAIS, 15 MILES NORTH
 RK0605'NORTHWEST OF SENEY, IN SECTION 22, T 48 N, R 14 W, AND IS
 RK0605'OWNED AND OPERATED BY THE MICHIGAN CONSERVATION DEPARTMENT.  IT IS
 RK0605'A 4-LEG UNPAINTED STEEL TOWER WITH AN ENCLOSED OBSERVATION
 RK0605'CABIN ON TOP, OVERALL HEIGHT FROM GROUND TO PEAK OF ROOF IS 100
 RK0605'FT.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 RK0605'GYPSY, THE DISTANCE BEING 41.8 FEET AND 12.73 METERS.
 RK0605'
 RK0605'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77 (ABOUT 0.1
 RK0605'MILE WEST OF THE SCHOOL IN SENEY), GO NORTH ON HIGHWAY 77 FOR 15.45
 RK0605'MILES TO A SIDE ROAD LEFT (ADAMS TRAIL).  TURN LEFT AND GO WESTERLY
 RK0605'ON ADAMS TRAIL, A GRAVELED ROAD, FOR 1.4 MILES TO A FORK.  TAKE
 RK0605'THE RIGHT FORK AND CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 0.2
 RK0605'MILE TO A SIDE ROAD RIGHT AND A SIGN GYPSY LAKE TOWER.  TURN RIGHT
 RK0605'AND GO NORTH ON A NARROW SAND ROAD FOR 0.8 MILE TO THE END OF
 RK0605'THE ROAD AND THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0082 ***********************************************************************
 NF0082  DESIGNATION -  H
 NF0082  PID         -  NF0082
 NF0082  STATE/COUNTY-  MI/INGHAM
 NF0082  USGS QUAD   -  EAST LANSING (1970)
 NF0082
 NF0082                         *CURRENT SURVEY CONTROL
 NF0082  ___________________________________________________________________
 NF0082* NAD 83(1986)-  42 42 43.     (N)    084 29 38.     (W)     SCALED    
 NF0082* NAVD 88     -       261.12   (+/-2cm)     856.7    (feet)  VERTCON   
 NF0082  ___________________________________________________________________
 NF0082  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF0082
 NF0082  VERT ORDER  -  ? (See Below)
 NF0082
 NF0082.The horizontal coordinates were scaled from a topographic map and have
 NF0082.an estimated accuracy of +/- 6 seconds.
 NF0082
 NF0082.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0082.The vertical order pertains to the NGVD 29 superseded value.
 NF0082
 NF0082.The geoid height was determined by GEOID03.
 NF0082
 NF0082;                    North         East    Units  Estimated Accuracy
 NF0082;SPC MI S     -   134,630.    3,989,580.      MT  (+/- 180 meters Scaled)
 NF0082
 NF0082                          SUPERSEDED SURVEY CONTROL
 NF0082
 NF0082  NGVD 29 (??/??/92)  261.249  (m)          857.11   (f) ADJ UNCH    ?  
 NF0082
 NF0082.Superseded values are not recommended for survey control.
 NF0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0082.See file dsdata.txt to determine how the superseded data were derived.
 NF0082
 NF0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN052318(NAD 83)
 NF0082_MARKER: DD = SURVEY DISK
 NF0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0082_STAMPING: H
 NF0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0082+STABILITY: SURFACE MOTION
 NF0082
 NF0082  HISTORY     - Date     Condition        Report By
 NF0082  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0082  HISTORY     - 1932     GOOD             MISCOL
 NF0082  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0082
 NF0082                          STATION DESCRIPTION
 NF0082
 NF0082'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0082'AT EAST LANSING.
 NF0082'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0082'FARM, AT THE INTERSECTION OF HARRISON ROAD AND MOUNT HOPE ROAD,
 NF0082'AT THE NORTHWEST CORNER OF A SCHOOL LOT, 30 FEET EAST OF THE
 NF0082'CENTERLINE OF HARRISON ROAD, AND 1.4 FEET SOUTH OF THE NORTH
 NF0082'BOUNDARY OF THE LOT.  A MICHIGAN STATE COLLEGE STANDARD DISK,
 NF0082'STAMPED H AND SET IN THE TOP OF A CONCRETE POST.
 NF0082
 NF0082                          STATION RECOVERY (1978)
 NF0082
 NF0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0741 ***********************************************************************
 OJ0741  DESIGNATION -  H 1 MI 79
 OJ0741  PID         -  OJ0741
 OJ0741  STATE/COUNTY-  MI/SANILAC
 OJ0741  USGS QUAD   -  PORT SANILAC (1963)
 OJ0741
 OJ0741                         *CURRENT SURVEY CONTROL
 OJ0741  ___________________________________________________________________
 OJ0741* NAD 83(1994)-  43 25 44.51390(N)    082 32 23.17496(W)     ADJUSTED  
 OJ0741* NAVD 88     -       180.58   (+/-2cm)     592.5    (feet)  VERTCON   
 OJ0741  ___________________________________________________________________
 OJ0741  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 OJ0741  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0741
 OJ0741  HORZ ORDER  -  SECOND
 OJ0741  VERT ORDER  -  THIRD ? (See Below)
 OJ0741
 OJ0741.The horizontal coordinates were established by classical geodetic methods
 OJ0741.and adjusted by the National Geodetic Survey in February 1997..
 OJ0741
 OJ0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0741.The vertical order pertains to the NGVD 29 superseded value.
 OJ0741
 OJ0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0741
 OJ0741.The geoid height was determined by GEOID03.
 OJ0741
 OJ0741;                    North         East     Units Scale Factor Converg.
 OJ0741;SPC MI S     -   215,881.889 4,147,907.493   MT  0.99995192   +1 14 35.7
 OJ0741;SPC MI S     -   708,273.91 13,608,620.38   iFT  0.99995192   +1 14 35.7
 OJ0741;UTM  17      - 4,809,611.203   375,371.709   MT  0.99979106   -1 03 31.2
 OJ0741
 OJ0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0741!SPC MI S     -   0.99997712  x   0.99995192  =   0.99992904
 OJ0741!UTM  17      -   0.99997712  x   0.99979106  =   0.99976818
 OJ0741
 OJ0741:                Primary Azimuth Mark                     Grid Az
 OJ0741:SPC MI S     -  PORT SAN C OF E D                        022 29 24.5
 OJ0741:UTM  17      -  PORT SAN C OF E D                        024 47 31.4
 OJ0741
 OJ0741|---------------------------------------------------------------------|
 OJ0741| PID    Reference Object                     Distance      Geod. Az  |
 OJ0741|                                                           dddmmss.s |
 OJ0741| OJ0739 PORT SAN C OF E D                   461.538 METERS 0234400.2 |
 OJ0741| OJ0738 PORT SANILAC S BRK LT               396.303 METERS 05526     |
 OJ0741| OJ0737 PORT SANILAC N BRK LT               432.683 METERS 0705614.9 |
 OJ0741| OJ0745 H 1 MI 79 RM 1                       47.585 METERS 15913     |
 OJ0741| OJ0733 PORT SANILAC LIGHTHOUSE USLS         28.187 METERS 27106     |
 OJ0741|---------------------------------------------------------------------|
 OJ0741
 OJ0741                          SUPERSEDED SURVEY CONTROL
 OJ0741
 OJ0741  NAD 83(1986)-  43 25 44.50097(N)    082 32 23.19773(W) AD(       ) 2
 OJ0741  NAD 27      -  43 25 44.41176(N)    082 32 23.46077(W) AD(       ) 2
 OJ0741  NGVD 29 (07/19/86)  180.70   (m)          592.8    (f) LEVELING    3  
 OJ0741
 OJ0741.Superseded values are not recommended for survey control.
 OJ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0741.See file dsdata.txt to determine how the superseded data were derived.
 OJ0741
 OJ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7537209611(NAD 83)
 OJ0741_MARKER: DE = TRAVERSE STATION DISK
 OJ0741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0741_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0741
 OJ0741  HISTORY     - Date     Condition        Report By
 OJ0741  HISTORY     - 1979     MONUMENTED       NOS
 OJ0741  HISTORY     - 1980     GOOD             NOS
 OJ0741  HISTORY     - 19940718 GOOD             USPSQD
 OJ0741  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0741
 OJ0741                          STATION DESCRIPTION
 OJ0741
 OJ0741'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0741'THE STATION IS LOCATED AT PORT SANILAC AT THE UNMANNED COAST
 OJ0741'GUARD STATION.
 OJ0741'
 OJ0741'TO REACH THE STATION FROM THE JUNCTION OF M 25 AND M 46 IN PORT
 OJ0741'SANILAC GO 0.1 MILE EAST ON M 46,TURN RIGHT AND GO 0.15 MILES
 OJ0741'SOUTH TO COAST GUARD STATION ON LEFT AND LIGHTHOUSE.
 OJ0741'
 OJ0741'THE STATION IS A STANDARD NOS DISK
 OJ0741'STAMPED---H 1 MI 79 1979---,
 OJ0741'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0741'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0741'92 FEET EAST FROM THE LIGHTHOUSE,
 OJ0741'8.75 FEET EAST FROM EAST EDGE OF A ROCK RETAINING WALL.
 OJ0741'
 OJ0741'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0741'
 OJ0741'DESCRIBED BY J.D.SHEA
 OJ0741
 OJ0741                          STATION RECOVERY (1980)
 OJ0741
 OJ0741'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0741'THE STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 OJ0741'
 OJ0741'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0741
 OJ0741                          STATION RECOVERY (1994)
 OJ0741
 OJ0741'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0741'RECOVERED IN GOOD CONDITION.
 OJ0741
 OJ0741                          STATION RECOVERY (2001)
 OJ0741
 OJ0741'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0741'OWNER OF PROPERTY IS MR. TIM CONKLIN, 85 LAKE STREET, FORT SANILAC,
 OJ0741'MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0745 ***********************************************************************
 OJ0745  DESIGNATION -  H 1 MI 79 RM 1
 OJ0745  PID         -  OJ0745
 OJ0745  STATE/COUNTY-  MI/SANILAC
 OJ0745  USGS QUAD   -  PORT SANILAC (1963)
 OJ0745
 OJ0745                         *CURRENT SURVEY CONTROL
 OJ0745  ___________________________________________________________________
 OJ0745* NAD 83(1994)-  43 25 43.07229(N)    082 32 22.42449(W)     ADJUSTED  
 OJ0745* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 OJ0745  ___________________________________________________________________
 OJ0745  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 OJ0745  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0745
 OJ0745  HORZ ORDER  -  THIRD
 OJ0745
 OJ0745.The horizontal coordinates were established by classical geodetic methods
 OJ0745.and adjusted by the National Geodetic Survey in February 1997..
 OJ0745
 OJ0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0745
 OJ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0745
 OJ0745.The geoid height was determined by GEOID03.
 OJ0745
 OJ0745;                    North         East     Units Scale Factor Converg.
 OJ0745;SPC MI S     -   215,837.778 4,147,925.333   MT  0.99995186   +1 14 36.2
 OJ0745;SPC MI S     -   708,129.19 13,608,678.91   iFT  0.99995186   +1 14 36.2
 OJ0745;UTM  17      - 4,809,566.418   375,387.761   MT  0.99979101   -1 03 30.6
 OJ0745
 OJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0745!SPC MI S     -   0.99997721  x   0.99995186  =   0.99992907
 OJ0745!UTM  17      -   0.99997721  x   0.99979101  =   0.99976823
 OJ0745
 OJ0745:                Primary Azimuth Mark                     Grid Az
 OJ0745:SPC MI S     -  PORT SAN C OF E D                        018 38 18.3
 OJ0745:UTM  17      -  PORT SAN C OF E D                        020 56 25.1
 OJ0745
 OJ0745|---------------------------------------------------------------------|
 OJ0745| PID    Reference Object                     Distance      Geod. Az  |
 OJ0745|                                                           dddmmss.s |
 OJ0745| OJ0739 PORT SAN C OF E D                   496.593 METERS 0195254.5 |
 OJ0745| OJ0741 H 1 MI 79                            47.585 METERS 33913     |
 OJ0745|---------------------------------------------------------------------|
 OJ0745
 OJ0745                          SUPERSEDED SURVEY CONTROL
 OJ0745
 OJ0745  NAD 83(1986)-  43 25 43.05935(N)    082 32 22.44727(W) AD(       ) 3
 OJ0745  NAD 27      -  43 25 42.96998(N)    082 32 22.71023(W) AD(       ) 3
 OJ0745  NGVD 29 (07/19/86)  180.1    (m)          591.     (f) VERT ANG       
 OJ0745
 OJ0745.Superseded values are not recommended for survey control.
 OJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0745.See file dsdata.txt to determine how the superseded data were derived.
 OJ0745
 OJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7538809566(NAD 83)
 OJ0745_MARKER: DR = REFERENCE MARK DISK
 OJ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0745+STABILITY: SURFACE MOTION
 OJ0745
 OJ0745  HISTORY     - Date     Condition        Report By
 OJ0745  HISTORY     - 1980     MONUMENTED       NOS
 OJ0745  HISTORY     - 19940718 GOOD             USPSQD
 OJ0745  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0745
 OJ0745                          STATION DESCRIPTION
 OJ0745
 OJ0745'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0745'THE STATION IS LOCATED IN PORT SANILAC, MICHIGAN NEAR THE UNMANNED
 OJ0745'COAST GUARD STATION AND THE PORT SANILAC LIGHTHOUSE.
 OJ0745'
 OJ0745'TO REACH THE STATION FROM THE INTERSECTION OF LAKE STREET
 OJ0745'AND CHERRY STREET IN PORT SANILAC GO EAST ON CHERRY STREET
 OJ0745'TO ITS TERMINATION NEAR THE SHORELINE OF LAKE HURON.
 OJ0745'
 OJ0745'THE STATION IS A STANDARD NOS DISK
 OJ0745'STAMPED---H 1 MI RM 1 1980---,
 OJ0745'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 OJ0745'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0745'15.84 METERS (52.0 FT) SOUTHWEST FROM THE NORTH POST OF A CHAIN
 OJ0745'GATE
 OJ0745'15.66 METERS (51.4 FT) NORTHWEST FROM THE NORTHEAST CORNER OF A
 OJ0745'STEEL PILE RETAINING WALL
 OJ0745'13.84 METERS (45.4 FT) WEST-SOUTHWEST FROM THE SOUTH POST OF A
 OJ0745'CHAIN GATE
 OJ0745'7.0 METERS (23 FT) SOUTH FROM THE CENTERLINE OF CHERRY STREET AND
 OJ0745'0.9 METER (3 FT) SOUTHEAST FROM A ROAD ENDS TRAFFIC SIGN. THE
 OJ0745'STATION IS ON LINE WITH THE SOUTH POST OF THE CHAIN GATE AND
 OJ0745'THE NORTH BREAKWATER LIGHT NUMBER 2.
 OJ0745'
 OJ0745'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 OJ0745'
 OJ0745'DESCRIBED BY B DECROIX.
 OJ0745
 OJ0745                          STATION RECOVERY (1994)
 OJ0745
 OJ0745'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0745'RECOVERED IN GOOD CONDITION.
 OJ0745
 OJ0745                          STATION RECOVERY (2001)
 OJ0745
 OJ0745'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0745'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0064 ***********************************************************************
 OJ0064  DESIGNATION -  H 1 USLS
 OJ0064  PID         -  OJ0064
 OJ0064  STATE/COUNTY-  MI/SANILAC
 OJ0064  USGS QUAD   -  CROSWELL (1976)
 OJ0064
 OJ0064                         *CURRENT SURVEY CONTROL
 OJ0064  ___________________________________________________________________
 OJ0064* NAD 83(1986)-  43 15 43.     (N)    082 31 52.     (W)     SCALED    
 OJ0064* NAVD 88     -       189.490  (meters)     621.69   (feet)  ADJUSTED  
 OJ0064  ___________________________________________________________________
 OJ0064  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0064  DYNAMIC HT  -         189.450 (meters)     621.55  (feet)  COMP
 OJ0064  MODELED GRAV-     980,407.0   (mgal)                       NAVD 88
 OJ0064
 OJ0064  VERT ORDER  -  FIRST     CLASS 0
 OJ0064
 OJ0064.The horizontal coordinates were scaled from a topographic map and have
 OJ0064.an estimated accuracy of +/- 6 seconds.
 OJ0064
 OJ0064.The orthometric height was determined by differential leveling
 OJ0064.and adjusted by the National Geodetic Survey in June 1991..
 OJ0064
 OJ0064.The geoid height was determined by GEOID03.
 OJ0064
 OJ0064.The dynamic height is computed by dividing the NAVD 88
 OJ0064.geopotential number by the normal gravity value computed on the
 OJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0064.degrees latitude (g = 980.6199 gals.).
 OJ0064
 OJ0064.The modeled gravity was interpolated from observed gravity values.
 OJ0064
 OJ0064;                    North         East    Units  Estimated Accuracy
 OJ0064;SPC MI S     -   197,340.    4,149,010.      MT  (+/- 180 meters Scaled)
 OJ0064
 OJ0064                          SUPERSEDED SURVEY CONTROL
 OJ0064
 OJ0064  NGVD 29 (??/??/??)  189.611  (m)          622.08   (f) ADJUSTED    1 0
 OJ0064
 OJ0064.Superseded values are not recommended for survey control.
 OJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0064.See file dsdata.txt to determine how the superseded data were derived.
 OJ0064
 OJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757910(NAD 83)
 OJ0064_MARKER: DD = SURVEY DISK
 OJ0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0064_SP_SET: FOUNDATION
 OJ0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0064+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2002
 OJ0064
 OJ0064  HISTORY     - Date     Condition        Report By
 OJ0064  HISTORY     - 1937     MONUMENTED       USLS
 OJ0064  HISTORY     - 1970     GOOD             USLS
 OJ0064  HISTORY     - 1980     GOOD             NGS
 OJ0064  HISTORY     - 19940728 GOOD             USPSQD
 OJ0064  HISTORY     - 20020307 GOOD             USPSQD
 OJ0064  HISTORY     - 20050501 GOOD             USPSQD
 OJ0064
 OJ0064                          STATION DESCRIPTION
 OJ0064
 OJ0064'DESCRIBED BY US LAKE SURVEY 1970
 OJ0064'AT LEXINGTON.
 OJ0064'H 1 IS AT LEXINGTON, SANILAC COUNTY, MICHIGAN, 0.4 MILES SOUTH OF
 OJ0064'THE INTERSECTION OF MAIN AND HURON STREETS, ON THE WEST SIDE
 OJ0064'OF MAIN STREET, ON THE NORTH FACE OF HOUSE NUMBER 5774, 5.8
 OJ0064'FEET FROM THE NORTHEAST CORNER, 1 FOOT ABOVE THE GROUND, BEING
 OJ0064'HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE STONE
 OJ0064'FOUNDATION.  BM H-1 1937.
 OJ0064
 OJ0064                          STATION RECOVERY (1980)
 OJ0064
 OJ0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0064'IN LEXINGTON, SET VERTICALLY 1 FOOT ABOVE THE GROUND IN THE NORTH
 OJ0064'FACE OF THE STONE FOUNDATION OF HOUSE NUMBER 5774 HIGHWAY 25 (MAIN
 OJ0064'STREET) 0.6 KILOMETER (0.4 MILE) SOUTH OF THE JUNCTION OF HURON
 OJ0064'AVENUE, 1.74 METERS (5.7 FEET) WEST OF THE NORTHEAST CORNER OF THE
 OJ0064'HOUSE.
 OJ0064
 OJ0064                          STATION RECOVERY (1994)
 OJ0064
 OJ0064'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0064'RECOVERED IN GOOD CONDITION.
 OJ0064
 OJ0064                          STATION RECOVERY (2002)
 OJ0064
 OJ0064'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0064'RECOVERED IN GOOD CONDITION.
 OJ0064
 OJ0064                          STATION RECOVERY (2005)
 OJ0064
 OJ0064'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0498 ***********************************************************************
 NF0498  DESIGNATION -  H 10
 NF0498  PID         -  NF0498
 NF0498  STATE/COUNTY-  MI/KALAMAZOO
 NF0498  USGS QUAD   -  BATTLE CREEK (1985)
 NF0498
 NF0498                         *CURRENT SURVEY CONTROL
 NF0498  ___________________________________________________________________
 NF0498* NAD 83(1986)-  42 19 19.     (N)    085 11 56.     (W)     SCALED    
 NF0498* NAVD 88     -       242.842  (meters)     796.72   (feet)  ADJUSTED  
 NF0498  ___________________________________________________________________
 NF0498  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0498  DYNAMIC HT  -         242.765 (meters)     796.47  (feet)  COMP
 NF0498  MODELED GRAV-     980,300.3   (mgal)                       NAVD 88
 NF0498
 NF0498  VERT ORDER  -  FIRST     CLASS II
 NF0498
 NF0498.The horizontal coordinates were scaled from a topographic map and have
 NF0498.an estimated accuracy of +/- 6 seconds.
 NF0498
 NF0498.The orthometric height was determined by differential leveling
 NF0498.and adjusted by the National Geodetic Survey in June 1991..
 NF0498
 NF0498.The geoid height was determined by GEOID03.
 NF0498
 NF0498.The dynamic height is computed by dividing the NAVD 88
 NF0498.geopotential number by the normal gravity value computed on the
 NF0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0498.degrees latitude (g = 980.6199 gals.).
 NF0498
 NF0498.The modeled gravity was interpolated from observed gravity values.
 NF0498
 NF0498;                    North         East    Units  Estimated Accuracy
 NF0498;SPC MI S     -    91,640.    3,931,400.      MT  (+/- 180 meters Scaled)
 NF0498
 NF0498                          SUPERSEDED SURVEY CONTROL
 NF0498
 NF0498.No superseded survey control is available for this station.
 NF0498
 NF0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM484870(NAD 83)
 NF0498_MARKER: Q = CHISELED SQUARE
 NF0498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0498_SP_SET: ABUTMENT
 NF0498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0498
 NF0498  HISTORY     - Date     Condition        Report By
 NF0498  HISTORY     - UNK      MONUMENTED       CGS
 NF0498  HISTORY     - 1939     GOOD             NGS
 NF0498  HISTORY     - 1962     GOOD             NGS
 NF0498  HISTORY     - 1977     GOOD             MIDH
 NF0498  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0498  HISTORY     - 19970304 POOR             USPSQD
 NF0498
 NF0498                          STATION DESCRIPTION
 NF0498
 NF0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0498'AT AUGUST.
 NF0498'AT AUGUSTA, KALAMAZOO COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NF0498'0.4 MILE EAST OF THE STATION, AT A BRIDGE OVER KALAMAZOO RIVER,
 NF0498'ON THE SOUTH END OF THE WEST ABUTMENT, 6.6 FEET SOUTH OF THE
 NF0498'SOUTH RAIL, AND 1.4 FEET LOWER THAN THE RAIL.  A CHISELED SQUARE,
 NF0498'ABOVE THE LETTERS U.S.  NOTE-- CONCRETE SURFACE APPEARS SLIGHTLY
 NF0498'WEATHERED.
 NF0498
 NF0498                          STATION RECOVERY (1962)
 NF0498
 NF0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NF0498'RECOVERED IN GOOD CONDITION.
 NF0498
 NF0498                          STATION RECOVERY (1977)
 NF0498
 NF0498'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0498'RECOVERED IN GOOD CONDITION.
 NF0498
 NF0498                          STATION RECOVERY (1985)
 NF0498
 NF0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0498'NOTE--NEW CONCRETE HAS BEEN ADDED TO THE TOP OF THE ABUTMENT.
 NF0498
 NF0498                          STATION RECOVERY (1997)
 NF0498
 NF0498'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0498'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0243 ***********************************************************************
 QJ0243  DESIGNATION -  H 10 MI 77
 QJ0243  PID         -  QJ0243
 QJ0243  STATE/COUNTY-  MI/ALPENA
 QJ0243  USGS QUAD   -  LONG LAKE EAST (1971)
 QJ0243
 QJ0243                         *CURRENT SURVEY CONTROL
 QJ0243  ___________________________________________________________________
 QJ0243* NAD 83(1994)-  45 12 11.29173(N)    083 22 47.87045(W)     ADJUSTED  
 QJ0243* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 QJ0243  ___________________________________________________________________
 QJ0243  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 QJ0243  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 QJ0243
 QJ0243  HORZ ORDER  -  THIRD
 QJ0243
 QJ0243.The horizontal coordinates were established by classical geodetic methods
 QJ0243.and adjusted by the National Geodetic Survey in February 1997..
 QJ0243
 QJ0243.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0243
 QJ0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0243
 QJ0243.The geoid height was determined by GEOID03.
 QJ0243
 QJ0243;                    North         East     Units Scale Factor Converg.
 QJ0243;SPC MI C     -   210,096.814 6,077,515.106   MT  0.99992297   +0 41 49.3
 QJ0243;SPC MI C     -   689,294.01 19,939,354.02   iFT  0.99992297   +0 41 49.3
 QJ0243;UTM  17      - 5,008,272.216   313,086.727   MT  1.00002959   -1 41 21.6
 QJ0243
 QJ0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0243!SPC MI C     -   0.99997766  x   0.99992297  =   0.99990063
 QJ0243!UTM  17      -   0.99997766  x   1.00002959  =   1.00000725
 QJ0243
 QJ0243:                Primary Azimuth Mark                     Grid Az
 QJ0243:SPC MI C     -  H 11 MI 77                               151 18 10.5
 QJ0243:UTM  17      -  H 11 MI 77                               153 41 21.4
 QJ0243
 QJ0243|---------------------------------------------------------------------|
 QJ0243| PID    Reference Object                     Distance      Geod. Az  |
 QJ0243|                                                           dddmmss.s |
 QJ0243| QJ0222 H 11 MI 77                          APPROX. 5.3 KM 1515959.8 |
 QJ0243|---------------------------------------------------------------------|
 QJ0243
 QJ0243                          SUPERSEDED SURVEY CONTROL
 QJ0243
 QJ0243  NAD 83(1986)-  45 12 11.28850(N)    083 22 47.86957(W) AD(       ) 3
 QJ0243  NAD 27      -  45 12 11.23274(N)    083 22 47.97417(W) AD(       ) 3
 QJ0243  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 QJ0243
 QJ0243.Superseded values are not recommended for survey control.
 QJ0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0243.See file dsdata.txt to determine how the superseded data were derived.
 QJ0243
 QJ0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1308708272(NAD 83)
 QJ0243_MARKER: DE = TRAVERSE STATION DISK
 QJ0243_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0243_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0243_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0243
 QJ0243  HISTORY     - Date     Condition        Report By
 QJ0243  HISTORY     - 1979     MONUMENTED       NOS
 QJ0243
 QJ0243                          STATION DESCRIPTION
 QJ0243
 QJ0243'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0243'THE STATION IS LOCATED AT ROCKPORT ON THE WEST SHORE
 QJ0243'OF LAKE HURON.
 QJ0243'
 QJ0243'TO REACH THE STATION FROM THE JUNCTION OF ROCKPORT ROAD
 QJ0243'AND U.S.HIGHWAY 23,WHICH IS ABOUT 9 MILES NORTH OF
 QJ0243'ALPENA AND 2.1 MILES SOUTH OF THE ALPENA/PRESQUE ISLE
 QJ0243'COUNTIES LINES, GO 2.25 MILES EAST ON ROCKPORT ROAD
 QJ0243'TO A SHARP CURVE, CONTINUE NORTH AROUND THE CURVE FOR
 QJ0243'1.2 MILES TO A TRACK ROAD JUST BEFORE REACHING A
 QJ0243'LARGE ABANDONED BUILDING. TURN RIGHT ON THE TRACK ROAD
 QJ0243'AND GO 0.2 MILES EAST AND NORTH TO THE AREA OF THE
 QJ0243'STATION ON THE LEFT.
 QJ0243'
 QJ0243'THE STATION IS THE CENTER OF A 42 INCH BY 1 INCH ALUMINUM
 QJ0243'ROD WHICH IS SET IN A MASS OF CONCRETE. ORIGINALLY THE ROD
 QJ0243'HAD A ALUMINUM DISK STAMPED H 10 MI 77 ATTACHED TO IT BUT
 QJ0243'IT HAS BEEN CUT OFF BY PERSONS UNKNOWN. THE TOP OF THE
 QJ0243'ROD IS FLUSH WITH THE EXISTING GROUND. THE STATION IS 55.8
 QJ0243'FEET EASTERLY OF A P.K.NAIL IN A TREE,44.2 FEET EAST OF
 QJ0243'ANOTHER P.K.NAIL IN A TREE, AND 29.9 FEET NORTHEASTERLY
 QJ0243'OF YET ANOTHER P.K.NAIL IN A THIRD TREE.
 QJ0243'
 QJ0243'HEIGHT OF LIGHT ABOVE STATION WAS 1.54 METERS.
 QJ0243'
 QJ0243'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0286 ***********************************************************************
 PK0286  DESIGNATION -  H 10 MI 79
 PK0286  PID         -  PK0286
 PK0286  STATE/COUNTY-  MI/HURON
 PK0286  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0286
 PK0286                         *CURRENT SURVEY CONTROL
 PK0286  ___________________________________________________________________
 PK0286* NAD 83(1994)-  44 04 06.27243(N)    082 55 14.72005(W)     ADJUSTED  
 PK0286* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 PK0286  ___________________________________________________________________
 PK0286  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 PK0286  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0286
 PK0286  HORZ ORDER  -  SECOND
 PK0286
 PK0286.The horizontal coordinates were established by classical geodetic methods
 PK0286.and adjusted by the National Geodetic Survey in February 1997..
 PK0286
 PK0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0286
 PK0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0286
 PK0286.The geoid height was determined by GEOID03.
 PK0286
 PK0286;                    North         East     Units Scale Factor Converg.
 PK0286;SPC MI S     -   286,313.247 4,115,845.993   MT  1.00012082   +0 59 02.3
 PK0286;SPC MI S     -   939,347.92 13,503,431.74   iFT  1.00012082   +0 59 02.3
 PK0286;UTM  17      - 4,881,264.500   346,181.196   MT  0.99989100   -1 20 10.2
 PK0286
 PK0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0286!SPC MI S     -   0.99997772  x   1.00012082  =   1.00009854
 PK0286!UTM  17      -   0.99997772  x   0.99989100  =   0.99986873
 PK0286
 PK0286:                Primary Azimuth Mark                     Grid Az
 PK0286:SPC MI S     -  H 7 MI 79                                113 37 44.7
 PK0286:UTM  17      -  H 7 MI 79                                115 56 57.2
 PK0286
 PK0286|---------------------------------------------------------------------|
 PK0286| PID    Reference Object                     Distance      Geod. Az  |
 PK0286|                                                           dddmmss.s |
 PK0286| PK0285 H 7 MI 79                           APPROX. 2.6 KM 1143647.0 |
 PK0286|---------------------------------------------------------------------|
 PK0286
 PK0286                          SUPERSEDED SURVEY CONTROL
 PK0286
 PK0286  NAD 83(1986)-  44 04 06.25962(N)    082 55 14.73900(W) AD(       ) 2
 PK0286  NAD 27      -  44 04 06.21444(N)    082 55 14.95228(W) AD(       ) 2
 PK0286  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 PK0286
 PK0286.Superseded values are not recommended for survey control.
 PK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0286.See file dsdata.txt to determine how the superseded data were derived.
 PK0286
 PK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4618181264(NAD 83)
 PK0286_MARKER: DD = SURVEY DISK
 PK0286_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PK0286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0286
 PK0286  HISTORY     - Date     Condition        Report By
 PK0286  HISTORY     - 1979     MONUMENTED       NOS
 PK0286  HISTORY     - 1980     GOOD             NOS
 PK0286
 PK0286                          STATION DESCRIPTION
 PK0286
 PK0286'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0286'THE STATION IS LOCATED ON THE SHORE OF LAKE HURON ABOUT 4 MILES
 PK0286'NORTHEAST OF PORT AUSTIN AND ABOUT 0.3 MILE WEST OF BURNT CABIN
 PK0286'POINT.
 PK0286'
 PK0286'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 25 AND POINTE
 PK0286'AUX BARQUES ROAD IN PORT AUSTIN, GO EAST ON POINTE AUX BARQUES
 PK0286'ROAD FOR 3.9 MILES TO AN INTERSECTION.  TURN LEFT AND GO NORTH
 PK0286'ON WALLACE ROAD FOR 0.45 MILE TO THE JUNCTION OF GILL ROAD AND
 PK0286'A SIGN, BURNT CABIN POINT ASSOCIATION, TURN LEFT AND FOLLOW GILL
 PK0286'ROAD NORTHEASTERLY FOR 0.15 MILE TO A SHARP CURVE.  CONTINUE
 PK0286'NORTH FOR ABOUT 0.1 MILE ON A TRAIL TO THE SHORELINE, FROM HERE
 PK0286'PACK EAST ALONG THE SHORE FOR ABOUT 0.1 MILE TO WHERE THE
 PK0286'SHORELINE MAKES A RIGHT ANGLE.  TURN TO THE SOUTH AND THE STATION.
 PK0286'
 PK0286'THE STATION IS A NOS ALUMINUM DISK STAMPED---H 10 MI 79 1979---,
 PK0286'SECURED TO THE TOP OF A 1 X 30 INCH ROD THAT IS CEMENTED IN THE
 PK0286'GROUND FLUSH.  IT IS ABOUT 38 FEET SOUTH OF THE SHORE LINE, 33.2
 PK0286'FEET NORTHWEST OF A WITNESS SIGN NAILED TO A TREE, AND
 PK0286'19.6 FEET SOUTHWEST OF A 4 X 6 FOOT GREY AND WHITE SPOTTED
 PK0286'BOULDER
 PK0286'
 PK0286'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 PK0286'
 PK0286'DESCRIBED BY J.D.S.
 PK0286
 PK0286                          STATION RECOVERY (1980)
 PK0286
 PK0286'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0286'STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 PK0286'
 PK0286'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.61 METERS.
 PK0286'
 PK0286'RECOVERED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0028 ***********************************************************************
 OJ0028  DESIGNATION -  H 10 USLS
 OJ0028  PID         -  OJ0028
 OJ0028  STATE/COUNTY-  MI/ST CLAIR
 OJ0028  USGS QUAD   -  LAKEPORT (1976)
 OJ0028
 OJ0028                         *CURRENT SURVEY CONTROL
 OJ0028  ___________________________________________________________________
 OJ0028* NAD 83(1986)-  43 06 03.     (N)    082 29 11.     (W)     SCALED    
 OJ0028* NAVD 88     -       181.840  (meters)     596.59   (feet)  ADJUSTED  
 OJ0028  ___________________________________________________________________
 OJ0028  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 OJ0028  DYNAMIC HT  -         181.798 (meters)     596.45  (feet)  COMP
 OJ0028  MODELED GRAV-     980,383.0   (mgal)                       NAVD 88
 OJ0028
 OJ0028  VERT ORDER  -  FIRST     CLASS 0
 OJ0028
 OJ0028.The horizontal coordinates were scaled from a topographic map and have
 OJ0028.an estimated accuracy of +/- 6 seconds.
 OJ0028
 OJ0028.The orthometric height was determined by differential leveling
 OJ0028.and adjusted by the National Geodetic Survey in June 1991..
 OJ0028
 OJ0028.The geoid height was determined by GEOID03.
 OJ0028
 OJ0028.The dynamic height is computed by dividing the NAVD 88
 OJ0028.geopotential number by the normal gravity value computed on the
 OJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0028.degrees latitude (g = 980.6199 gals.).
 OJ0028
 OJ0028.The modeled gravity was interpolated from observed gravity values.
 OJ0028
 OJ0028;                    North         East    Units  Estimated Accuracy
 OJ0028;SPC MI S     -   179,530.    4,153,040.      MT  (+/- 180 meters Scaled)
 OJ0028
 OJ0028                          SUPERSEDED SURVEY CONTROL
 OJ0028
 OJ0028  NGVD 29 (??/??/??)  181.964  (m)          596.99   (f) ADJUSTED    1 0
 OJ0028
 OJ0028.Superseded values are not recommended for survey control.
 OJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0028.See file dsdata.txt to determine how the superseded data were derived.
 OJ0028
 OJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH790730(NAD 83)
 OJ0028_MARKER: DD = SURVEY DISK
 OJ0028_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0028_SP_SET: FOUNDATION
 OJ0028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0028
 OJ0028  HISTORY     - Date     Condition        Report By
 OJ0028  HISTORY     - 1937     MONUMENTED       USLS
 OJ0028  HISTORY     - 1970     GOOD             USLS
 OJ0028  HISTORY     - 1980     GOOD             NGS
 OJ0028  HISTORY     - 19990703 GOOD             USPSQD
 OJ0028  HISTORY     - 20040418 GOOD             USPSQD
 OJ0028
 OJ0028                          STATION DESCRIPTION
 OJ0028
 OJ0028'DESCRIBED BY US LAKE SURVEY 1970
 OJ0028'1 MI S FROM LAKEPORT.
 OJ0028'H 10 IS IN ST. CLAIR COUNTY, MICHIGAN, 1.0 MILES SOUTH EAST
 OJ0028'OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY U.S. 25 AND
 OJ0028'MILWAUKEE STREET IN LAKEPORT ON WEST SIDE OF HIGHWAY U.S. 25,
 OJ0028'1.1 FEET WEST OF NORTHEAST CORNER AND IN THE NORTH FACE OF THE
 OJ0028'DWELLING AT NO. 6657 HIGHWAY U.S. 25, 1-FOOT ABOVE THE GROUND,
 OJ0028'BEING THE HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 OJ0028'CONCRETE FOUNDATION.  BM H-10 1937
 OJ0028
 OJ0028                          STATION RECOVERY (1980)
 OJ0028
 OJ0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0028'1.6 KILOMETERS (1.0 MILE) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 25 FROM
 OJ0028'THE JUNCTION OF STATE HIGHWAY 25 AND BURTCH ROAD IN LAKEPORT, TO THE
 OJ0028'MARK ON THE WEST SIDE OF THE HIGHWAY, SET IN THE FOUNDATION AT THE
 OJ0028'NORTHEAST CORNER OF HOUSE NUMBER 6657, AND 0.34 METER (1.2 FEET)
 OJ0028'WEST OF THE NORTHEAST CORNER OF THE HOUSE.
 OJ0028'THE MARK IS 0.32 M ABOVE CONCRETE WALKWAY.
 OJ0028
 OJ0028                          STATION RECOVERY (1999)
 OJ0028
 OJ0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0028'RECOVERED IN GOOD CONDITION.
 OJ0028
 OJ0028                          STATION RECOVERY (2004)
 OJ0028
 OJ0028'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0118 ***********************************************************************
 OJ0118  DESIGNATION -  H 100
 OJ0118  PID         -  OJ0118
 OJ0118  STATE/COUNTY-  MI/SANILAC
 OJ0118  USGS QUAD   -  BROWN CITY (1978)
 OJ0118
 OJ0118                         *CURRENT SURVEY CONTROL
 OJ0118  ___________________________________________________________________
 OJ0118* NAD 83(1986)-  43 12 43.     (N)    082 59 11.     (W)     SCALED    
 OJ0118* NAVD 88     -       247.798  (meters)     812.98   (feet)  ADJUSTED  
 OJ0118  ___________________________________________________________________
 OJ0118  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OJ0118  DYNAMIC HT  -         247.741 (meters)     812.80  (feet)  COMP
 OJ0118  MODELED GRAV-     980,385.7   (mgal)                       NAVD 88
 OJ0118
 OJ0118  VERT ORDER  -  SECOND    CLASS 0
 OJ0118
 OJ0118.The horizontal coordinates were scaled from a topographic map and have
 OJ0118.an estimated accuracy of +/- 6 seconds.
 OJ0118
 OJ0118.The orthometric height was determined by differential leveling
 OJ0118.and adjusted by the National Geodetic Survey in June 1991..
 OJ0118
 OJ0118.The geoid height was determined by GEOID03.
 OJ0118
 OJ0118.The dynamic height is computed by dividing the NAVD 88
 OJ0118.geopotential number by the normal gravity value computed on the
 OJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0118.degrees latitude (g = 980.6199 gals.).
 OJ0118
 OJ0118.The modeled gravity was interpolated from observed gravity values.
 OJ0118
 OJ0118;                    North         East    Units  Estimated Accuracy
 OJ0118;SPC MI S     -   191,080.    4,112,150.      MT  (+/- 180 meters Scaled)
 OJ0118
 OJ0118                          SUPERSEDED SURVEY CONTROL
 OJ0118
 OJ0118  NGVD 29 (??/??/92)  247.921  (m)          813.39   (f) ADJ UNCH    2 0
 OJ0118
 OJ0118.Superseded values are not recommended for survey control.
 OJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0118.See file dsdata.txt to determine how the superseded data were derived.
 OJ0118
 OJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH386862(NAD 83)
 OJ0118_MARKER: DB = BENCH MARK DISK
 OJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0118_STAMPING: H 100 1934
 OJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0118+STABILITY: SURFACE MOTION
 OJ0118
 OJ0118  HISTORY     - Date     Condition        Report By
 OJ0118  HISTORY     - 1934     MONUMENTED       CGS
 OJ0118  HISTORY     - 1958     GOOD             NGS
 OJ0118  HISTORY     - 1968     GOOD             SCS
 OJ0118  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0118
 OJ0118                          STATION DESCRIPTION
 OJ0118
 OJ0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0118'AT BROWN CITY.
 OJ0118'AT BROWN CITY, SANILAC COUNTY, 217 FEET SOUTHEAST OF THE EAST
 OJ0118'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 27 YARDS
 OJ0118'NORTHWEST OF THE WEST CORNER OF A DIAMOND OIL CO. SERVICE
 OJ0118'STATION, 37.4 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 1 FOOT
 OJ0118'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 100 1934 AND
 OJ0118'SET IN THE TOP OF A CONCRETE POST.
 OJ0118
 OJ0118                          STATION RECOVERY (1968)
 OJ0118
 OJ0118'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1968
 OJ0118'RECOVERED IN GOOD CONDITION.
 OJ0118
 OJ0118                          STATION RECOVERY (1994)
 OJ0118
 OJ0118'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0288 ***********************************************************************
 OJ0288  DESIGNATION -  H 101
 OJ0288  PID         -  OJ0288
 OJ0288  STATE/COUNTY-  MI/TUSCOLA
 OJ0288  USGS QUAD   -  KINGSTON (1963)
 OJ0288
 OJ0288                         *CURRENT SURVEY CONTROL
 OJ0288  ___________________________________________________________________
 OJ0288* NAD 83(1986)-  43 27 35.     (N)    083 11 33.     (W)     SCALED    
 OJ0288* NAVD 88     -       232.041  (meters)     761.29   (feet)  ADJUSTED  
 OJ0288  ___________________________________________________________________
 OJ0288  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 OJ0288  DYNAMIC HT  -         231.995 (meters)     761.14  (feet)  COMP
 OJ0288  MODELED GRAV-     980,418.7   (mgal)                       NAVD 88
 OJ0288
 OJ0288  VERT ORDER  -  SECOND    CLASS 0
 OJ0288
 OJ0288.The horizontal coordinates were scaled from a topographic map and have
 OJ0288.an estimated accuracy of +/- 6 seconds.
 OJ0288
 OJ0288.The orthometric height was determined by differential leveling
 OJ0288.and adjusted by the National Geodetic Survey in June 1991..
 OJ0288
 OJ0288.The geoid height was determined by GEOID03.
 OJ0288
 OJ0288.The dynamic height is computed by dividing the NAVD 88
 OJ0288.geopotential number by the normal gravity value computed on the
 OJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0288.degrees latitude (g = 980.6199 gals.).
 OJ0288
 OJ0288.The modeled gravity was interpolated from observed gravity values.
 OJ0288
 OJ0288;                    North         East    Units  Estimated Accuracy
 OJ0288;SPC MI S     -   218,350.    4,095,020.      MT  (+/- 180 meters Scaled)
 OJ0288
 OJ0288                          SUPERSEDED SURVEY CONTROL
 OJ0288
 OJ0288  NGVD 29 (??/??/92)  232.168  (m)          761.70   (f) ADJ UNCH    2 0
 OJ0288
 OJ0288.Superseded values are not recommended for survey control.
 OJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0288.See file dsdata.txt to determine how the superseded data were derived.
 OJ0288
 OJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ226142(NAD 83)
 OJ0288_MARKER: DB = BENCH MARK DISK
 OJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0288_STAMPING: H 101 1934
 OJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0288+STABILITY: SURFACE MOTION
 OJ0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0288+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0288
 OJ0288  HISTORY     - Date     Condition        Report By
 OJ0288  HISTORY     - 1934     MONUMENTED       CGS
 OJ0288  HISTORY     - 1938     GOOD             NGS
 OJ0288  HISTORY     - 19990529 GOOD             USPSQD
 OJ0288  HISTORY     - 20041025 GOOD             USPSQD
 OJ0288
 OJ0288                          STATION DESCRIPTION
 OJ0288
 OJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0288'AT WILMOT.
 OJ0288'AT WILMOT, TUSCOLA COUNTY 37 YARDS SOUTH OF THE GRAND TRUNK
 OJ0288'RAILWAY STATION, AT THE CROSSING OF THE DETROIT, CARO AND
 OJ0288'SANDUSKY RAILWAY, 20 YARDS SOUTHWEST OF THE SOUTHEAST CORNER
 OJ0288'OF THE FREIGHT STATION 32.3 FEET EAST OF THE EAST RAIL OF THE
 OJ0288'GRAND TRUNK RAILWAY TRACK, 16 FEET NORTH OF THE CORNER POST
 OJ0288'OF A WIRE FENCE, AND 2 FEET HIGHER THAN THE TOP OF RAIL.  A
 OJ0288'STANDARD DISK, STAMPED H 101 1934 AND SET IN THE TOP OF A
 OJ0288'CONCRETE POST.
 OJ0288
 OJ0288                          STATION RECOVERY (1938)
 OJ0288
 OJ0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 OJ0288'RECOVERED IN GOOD CONDITION.
 OJ0288
 OJ0288                          STATION RECOVERY (1999)
 OJ0288
 OJ0288'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0288'RECOVERED IN GOOD CONDITION.
 OJ0288
 OJ0288                          STATION RECOVERY (2004)
 OJ0288
 OJ0288'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0288'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0094 ***********************************************************************
 OJ0094  DESIGNATION -  H 102
 OJ0094  PID         -  OJ0094
 OJ0094  STATE/COUNTY-  MI/SANILAC
 OJ0094  USGS QUAD   -  SANDUSKY (1963)
 OJ0094
 OJ0094                         *CURRENT SURVEY CONTROL
 OJ0094  ___________________________________________________________________
 OJ0094* NAD 83(1986)-  43 26 06.     (N)    082 52 12.     (W)     SCALED    
 OJ0094* NAVD 88     -       239.330  (meters)     785.20   (feet)  ADJUSTED  
 OJ0094  ___________________________________________________________________
 OJ0094  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OJ0094  DYNAMIC HT  -         239.282 (meters)     785.04  (feet)  COMP
 OJ0094  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 OJ0094
 OJ0094  VERT ORDER  -  SECOND    CLASS 0
 OJ0094
 OJ0094.The horizontal coordinates were scaled from a topographic map and have
 OJ0094.an estimated accuracy of +/- 6 seconds.
 OJ0094
 OJ0094.The orthometric height was determined by differential leveling
 OJ0094.and adjusted by the National Geodetic Survey in June 1991..
 OJ0094
 OJ0094.The geoid height was determined by GEOID03.
 OJ0094
 OJ0094.The dynamic height is computed by dividing the NAVD 88
 OJ0094.geopotential number by the normal gravity value computed on the
 OJ0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0094.degrees latitude (g = 980.6199 gals.).
 OJ0094
 OJ0094.The modeled gravity was interpolated from observed gravity values.
 OJ0094
 OJ0094;                    North         East    Units  Estimated Accuracy
 OJ0094;SPC MI S     -   216,020.    4,121,160.      MT  (+/- 180 meters Scaled)
 OJ0094
 OJ0094                          SUPERSEDED SURVEY CONTROL
 OJ0094
 OJ0094  NGVD 29 (??/??/92)  239.439  (m)          785.56   (f) ADJ UNCH    2 0
 OJ0094
 OJ0094.Superseded values are not recommended for survey control.
 OJ0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0094.See file dsdata.txt to determine how the superseded data were derived.
 OJ0094
 OJ0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ486108(NAD 83)
 OJ0094_MARKER: DB = BENCH MARK DISK
 OJ0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0094_STAMPING: H 102 1934
 OJ0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0094+STABILITY: SURFACE MOTION
 OJ0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0094+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 OJ0094
 OJ0094  HISTORY     - Date     Condition        Report By
 OJ0094  HISTORY     - 1934     MONUMENTED       CGS
 OJ0094  HISTORY     - 1960     GOOD             NGS
 OJ0094  HISTORY     - 19940718 GOOD             USPSQD
 OJ0094  HISTORY     - 20051110 GOOD             SPICE
 OJ0094
 OJ0094                          STATION DESCRIPTION
 OJ0094
 OJ0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0094'2.4 MI NW FROM SANDUSKY.
 OJ0094'2.4 MILES NORTHWEST ALONG THE DETROIT, CARO AND SANDUSKY RAILWAY
 OJ0094'FROM THE STATION AT SANDUSKY, SANILAC COUNTY, AT A DIRT ROAD
 OJ0094'CROSSING 40 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 21.8
 OJ0094'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 12.4 FEET NORTHWEST OF A
 OJ0094'WIRE FENCE CORNER POST, 12.4 FEET NORTH OF A POWER-TRANSMISSION
 OJ0094'LINE POLE, AND LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 OJ0094'H 102 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 OJ0094'POST FOUND TO BE 0.372 FEET HIGH.
 OJ0094
 OJ0094                          STATION RECOVERY (1994)
 OJ0094
 OJ0094'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0094'RECOVERED IN GOOD CONDITION.
 OJ0094
 OJ0094                          STATION RECOVERY (2005)
 OJ0094
 OJ0094'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2005 (ES)
 OJ0094'MONUMENT WAS RECOVERED AS DESCRIBED IN STABLE CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0057 ***********************************************************************
 OK0057  DESIGNATION -  H 103
 OK0057  PID         -  OK0057
 OK0057  STATE/COUNTY-  MI/GRATIOT
 OK0057  USGS QUAD   -  ASHLEY (1974)
 OK0057
 OK0057                         *CURRENT SURVEY CONTROL
 OK0057  ___________________________________________________________________
 OK0057* NAD 83(1986)-  43 08 01.     (N)    084 25 18.     (W)     SCALED    
 OK0057* NAVD 88     -       204.400  (meters)     670.60   (feet)  ADJUSTED  
 OK0057  ___________________________________________________________________
 OK0057  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 OK0057  DYNAMIC HT  -         204.358 (meters)     670.46  (feet)  COMP
 OK0057  MODELED GRAV-     980,412.4   (mgal)                       NAVD 88
 OK0057
 OK0057  VERT ORDER  -  SECOND    CLASS 0
 OK0057
 OK0057.The horizontal coordinates were scaled from a topographic map and have
 OK0057.an estimated accuracy of +/- 6 seconds.
 OK0057
 OK0057.The orthometric height was determined by differential leveling
 OK0057.and adjusted by the National Geodetic Survey in June 1991..
 OK0057
 OK0057.The geoid height was determined by GEOID03.
 OK0057
 OK0057.The dynamic height is computed by dividing the NAVD 88
 OK0057.geopotential number by the normal gravity value computed on the
 OK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0057.degrees latitude (g = 980.6199 gals.).
 OK0057
 OK0057.The modeled gravity was interpolated from observed gravity values.
 OK0057
 OK0057;                    North         East    Units  Estimated Accuracy
 OK0057;SPC MI S     -   181,460.    3,995,530.      MT  (+/- 180 meters Scaled)
 OK0057
 OK0057                          SUPERSEDED SURVEY CONTROL
 OK0057
 OK0057  NGVD 29 (??/??/92)  204.563  (m)          671.14   (f) ADJ UNCH    2 0
 OK0057
 OK0057.Superseded values are not recommended for survey control.
 OK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0057.See file dsdata.txt to determine how the superseded data were derived.
 OK0057
 OK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN097788(NAD 83)
 OK0057_MARKER: DB = BENCH MARK DISK
 OK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0057_STAMPING: H 103 1934
 OK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0057+STABILITY: SURFACE MOTION
 OK0057
 OK0057  HISTORY     - Date     Condition        Report By
 OK0057  HISTORY     - 1934     MONUMENTED       CGS
 OK0057  HISTORY     - 1971     MARK NOT FOUND   SCS
 OK0057  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0057  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0057
 OK0057                          STATION DESCRIPTION
 OK0057
 OK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0057'AT BANNISTER.
 OK0057'AT BANNISTER, GRATIOT COUNTY, ON THE ANN ARBOR RAILROAD, 20 YARDS
 OK0057'WEST OF THE STATION, 6 YARDS NORTH OF THE NORTHWEST RAIL, AND
 OK0057'LEVEL WITH THE TOP OF RAIL.  A STANDARD DISK, STAMPED H 103
 OK0057'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0057
 OK0057                          STATION RECOVERY (1971)
 OK0057
 OK0057'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1971
 OK0057'MARK NOT FOUND.
 OK0057
 OK0057                          STATION RECOVERY (1992)
 OK0057
 OK0057'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0057'MARK NOT FOUND.
 OK0057
 OK0057                          STATION RECOVERY (2001)
 OK0057
 OK0057'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0019 ***********************************************************************
 NF0019  DESIGNATION -  H 104
 NF0019  PID         -  NF0019
 NF0019  STATE/COUNTY-  MI/INGHAM
 NF0019  USGS QUAD   -  MILLVILLE (1973)
 NF0019
 NF0019                         *CURRENT SURVEY CONTROL
 NF0019  ___________________________________________________________________
 NF0019* NAD 83(1986)-  42 36 00.     (N)    084 13 20.     (W)     SCALED    
 NF0019* NAVD 88     -       283.522  (meters)     930.19   (feet)  ADJUSTED  
 NF0019  ___________________________________________________________________
 NF0019  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0019  DYNAMIC HT  -         283.443 (meters)     929.93  (feet)  COMP
 NF0019  MODELED GRAV-     980,332.8   (mgal)                       NAVD 88
 NF0019
 NF0019  VERT ORDER  -  SECOND    CLASS 0
 NF0019
 NF0019.The horizontal coordinates were scaled from a topographic map and have
 NF0019.an estimated accuracy of +/- 6 seconds.
 NF0019
 NF0019.The orthometric height was determined by differential leveling
 NF0019.and adjusted by the National Geodetic Survey in June 1991..
 NF0019
 NF0019.The geoid height was determined by GEOID03.
 NF0019
 NF0019.The dynamic height is computed by dividing the NAVD 88
 NF0019.geopotential number by the normal gravity value computed on the
 NF0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0019.degrees latitude (g = 980.6199 gals.).
 NF0019
 NF0019.The modeled gravity was interpolated from observed gravity values.
 NF0019
 NF0019;                    North         East    Units  Estimated Accuracy
 NF0019;SPC MI S     -   122,200.    4,011,850.      MT  (+/- 180 meters Scaled)
 NF0019
 NF0019                          SUPERSEDED SURVEY CONTROL
 NF0019
 NF0019  NGVD 29 (??/??/92)  283.652  (m)          930.61   (f) ADJ UNCH    2 0
 NF0019
 NF0019.Superseded values are not recommended for survey control.
 NF0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0019.See file dsdata.txt to determine how the superseded data were derived.
 NF0019
 NF0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN278201(NAD 83)
 NF0019_MARKER: DB = BENCH MARK DISK
 NF0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0019_STAMPING: H 104 1934
 NF0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0019+STABILITY: SURFACE MOTION
 NF0019
 NF0019  HISTORY     - Date     Condition        Report By
 NF0019  HISTORY     - 1934     MONUMENTED       CGS
 NF0019  HISTORY     - 1973     MARK NOT FOUND   USGS
 NF0019  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0019  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0019  HISTORY     - 20030826 MARK NOT FOUND   USPSQD
 NF0019
 NF0019                          STATION DESCRIPTION
 NF0019
 NF0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0019'AT VANTOWN.
 NF0019'AT VANTOWN, INGHAM COUNTY, ON COUNTY 428, 22 YARDS NORTH OF
 NF0019'THE NORTHWEST CORNER OF THE MEMORIAL M.P. CHURCH, 21 YARDS EAST
 NF0019'OF THE SOUTHEAST CORNER OF A STORE, 35.6 FEET NORTHEAST OF THE
 NF0019'CENTER OF THE INTERSECTION WITH A NORTH-AND-SOUTH ROAD, AND 20
 NF0019'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 NF0019'STAMPED H 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0019
 NF0019                          STATION RECOVERY (1973)
 NF0019
 NF0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0019'MARK NOT FOUND.
 NF0019
 NF0019                          STATION RECOVERY (1977)
 NF0019
 NF0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0019'MARK NOT FOUND.
 NF0019
 NF0019                          STATION RECOVERY (1989)
 NF0019
 NF0019'RECOVERY NOTE BY US POWER SQUADRON 1989 (BV)
 NF0019'MARK NOT FOUND.
 NF0019
 NF0019                          STATION RECOVERY (2003)
 NF0019
 NF0019'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0737 ***********************************************************************
 NE0737  DESIGNATION -  H 106
 NE0737  PID         -  NE0737
 NE0737  STATE/COUNTY-  MI/OAKLAND
 NE0737  USGS QUAD   -  SOUTH LYON (1983)
 NE0737
 NE0737                         *CURRENT SURVEY CONTROL
 NE0737  ___________________________________________________________________
 NE0737* NAD 83(1986)-  42 27 39.     (N)    083 38 47.     (W)     SCALED    
 NE0737* NAVD 88     -       286.402  (meters)     939.64   (feet)  ADJUSTED  
 NE0737  ___________________________________________________________________
 NE0737  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NE0737  DYNAMIC HT  -         286.321 (meters)     939.37  (feet)  COMP
 NE0737  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 NE0737
 NE0737  VERT ORDER  -  SECOND    CLASS 0
 NE0737
 NE0737.The horizontal coordinates were scaled from a topographic map and have
 NE0737.an estimated accuracy of +/- 6 seconds.
 NE0737
 NE0737.The orthometric height was determined by differential leveling
 NE0737.and adjusted by the National Geodetic Survey in June 1991..
 NE0737
 NE0737.The geoid height was determined by GEOID03.
 NE0737
 NE0737.The dynamic height is computed by dividing the NAVD 88
 NE0737.geopotential number by the normal gravity value computed on the
 NE0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0737.degrees latitude (g = 980.6199 gals.).
 NE0737
 NE0737.The modeled gravity was interpolated from observed gravity values.
 NE0737
 NE0737;                    North         East    Units  Estimated Accuracy
 NE0737;SPC MI S     -   106,980.    4,059,240.      MT  (+/- 180 meters Scaled)
 NE0737
 NE0737                          SUPERSEDED SURVEY CONTROL
 NE0737
 NE0737  NGVD 29 (??/??/92)  286.527  (m)          940.05   (f) ADJ UNCH    2 0
 NE0737
 NE0737.Superseded values are not recommended for survey control.
 NE0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0737.See file dsdata.txt to determine how the superseded data were derived.
 NE0737
 NE0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH824043(NAD 83)
 NE0737_MARKER: DB = BENCH MARK DISK
 NE0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0737_STAMPING: H 106 1934
 NE0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0737+STABILITY: SURFACE MOTION
 NE0737
 NE0737  HISTORY     - Date     Condition        Report By
 NE0737  HISTORY     - 1934     MONUMENTED       CGS
 NE0737  HISTORY     - 1938     GOOD             NGS
 NE0737  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0737
 NE0737                          STATION DESCRIPTION
 NE0737
 NE0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0737'AT SOUTH LYON.
 NE0737'AT SOUTH LYON, OAKLAND COUNTY, 46 YARDS SOUTH OF THE SOUTH END
 NE0737'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 20 YARDS SOUTH
 NE0737'OF THE INTERSECTION OF THE CHESAPEAKE AND OHIO RAILWAY, 40 FEET
 NE0737'SOUTH OF THE CENTERLINE OF LAKE STREET, AND ABOUT 8 YARDS
 NE0737'NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED H 106 1934
 NE0737'AND SET IN THE TOP OF A CONCRETE POST.
 NE0737
 NE0737                          STATION RECOVERY (1963)
 NE0737
 NE0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0402 ***********************************************************************
 NE0402  DESIGNATION -  H 107
 NE0402  PID         -  NE0402
 NE0402  STATE/COUNTY-  MI/MACOMB
 NE0402  USGS QUAD   -  ROMEO (1991)
 NE0402
 NE0402                         *CURRENT SURVEY CONTROL
 NE0402  ___________________________________________________________________
 NE0402* NAD 83(1986)-  42 45 27.     (N)    083 01 06.     (W)     SCALED    
 NE0402* NAVD 88     -       228.602  (meters)     750.01   (feet)  ADJUSTED  
 NE0402  ___________________________________________________________________
 NE0402  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0402  DYNAMIC HT  -         228.533 (meters)     749.78  (feet)  COMP
 NE0402  MODELED GRAV-     980,310.4   (mgal)                       NAVD 88
 NE0402
 NE0402  VERT ORDER  -  SECOND    CLASS 0
 NE0402
 NE0402.The horizontal coordinates were scaled from a topographic map and have
 NE0402.an estimated accuracy of +/- 6 seconds.
 NE0402
 NE0402.The orthometric height was determined by differential leveling
 NE0402.and adjusted by the National Geodetic Survey in June 1991..
 NE0402
 NE0402.The geoid height was determined by GEOID03.
 NE0402
 NE0402.The dynamic height is computed by dividing the NAVD 88
 NE0402.geopotential number by the normal gravity value computed on the
 NE0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0402.degrees latitude (g = 980.6199 gals.).
 NE0402
 NE0402.The modeled gravity was interpolated from observed gravity values.
 NE0402
 NE0402;                    North         East    Units  Estimated Accuracy
 NE0402;SPC MI S     -   140,560.    4,110,360.      MT  (+/- 180 meters Scaled)
 NE0402
 NE0402                          SUPERSEDED SURVEY CONTROL
 NE0402
 NE0402  NGVD 29 (??/??/92)  228.734  (m)          750.44   (f) ADJ UNCH    2 0
 NE0402
 NE0402.Superseded values are not recommended for survey control.
 NE0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0402.See file dsdata.txt to determine how the superseded data were derived.
 NE0402
 NE0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH348358(NAD 83)
 NE0402_MARKER: DB = BENCH MARK DISK
 NE0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0402_STAMPING: H 107 1934
 NE0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0402+STABILITY: SURFACE MOTION
 NE0402
 NE0402  HISTORY     - Date     Condition        Report By
 NE0402  HISTORY     - 1934     MONUMENTED       CGS
 NE0402  HISTORY     - 1940     GOOD             NGS
 NE0402  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0402  HISTORY     - 19990417 MARK NOT FOUND   USPSQD
 NE0402  HISTORY     - 19990809 MARK NOT FOUND   USPSQD
 NE0402
 NE0402                          STATION DESCRIPTION
 NE0402
 NE0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NE0402'3 MI S FROM ROMEO.
 NE0402'3.0 MILES SOUTH ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0402'STATION AT ROMEO, MACOMB COUNTY, AT THE CROSSING OF STATE HIGHWAY
 NE0402'M 53, 44 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET
 NE0402'SOUTHEAST OF THE SOUTHEAST RAIL, 3 FEET NORTHEAST OF A WIRE
 NE0402'FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A
 NE0402'STANDARD DISK, STAMPED H 107 1934 AND SET IN THE TOP OF A
 NE0402'CONCRETE POST.
 NE0402
 NE0402                          STATION RECOVERY (1988)
 NE0402
 NE0402'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0402'MARK NOT FOUND.
 NE0402
 NE0402                          STATION RECOVERY (1999)
 NE0402
 NE0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0402'MARK NOT FOUND.
 NE0402
 NE0402                          STATION RECOVERY (1999)
 NE0402
 NE0402'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0664 ***********************************************************************
 NE0664  DESIGNATION -  H 108
 NE0664  PID         -  NE0664
 NE0664  STATE/COUNTY-  MI/WASHTENAW
 NE0664  USGS QUAD   -  MILAN (1973)
 NE0664
 NE0664                         *CURRENT SURVEY CONTROL
 NE0664  ___________________________________________________________________
 NE0664* NAD 83(1994)-  42 05 54.83497(N)    083 41 31.24462(W)     ADJUSTED  
 NE0664* NAVD 88     -       215.978  (meters)     708.59   (feet)  ADJUSTED  
 NE0664  ___________________________________________________________________
 NE0664  X           -     520,775.563 (meters)                     COMP
 NE0664  Y           -  -4,711,104.441 (meters)                     COMP
 NE0664  Z           -   4,253,855.119 (meters)                     COMP
 NE0664  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 NE0664  ELLIP HEIGHT-         181.37  (meters)          (07/12/02) GPS OBS
 NE0664  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0664  DYNAMIC HT  -         215.904 (meters)     708.35  (feet)  COMP
 NE0664  MODELED GRAV-     980,274.7   (mgal)                       NAVD 88
 NE0664
 NE0664  HORZ ORDER  -  FIRST
 NE0664  VERT ORDER  -  SECOND    CLASS 0
 NE0664  ELLP ORDER  -  FOURTH    CLASS I
 NE0664
 NE0664.The horizontal coordinates were established by GPS observations
 NE0664.and adjusted by the National Geodetic Survey in February 1997..
 NE0664
 NE0664.The orthometric height was determined by differential leveling
 NE0664.and adjusted by the National Geodetic Survey in June 1991..
 NE0664
 NE0664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0664
 NE0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0664
 NE0664.The ellipsoidal height was determined by GPS observations
 NE0664.and is referenced to NAD 83.
 NE0664
 NE0664.The geoid height was determined by GEOID03.
 NE0664
 NE0664.The dynamic height is computed by dividing the NAVD 88
 NE0664.geopotential number by the normal gravity value computed on the
 NE0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0664.degrees latitude (g = 980.6199 gals.).
 NE0664
 NE0664.The modeled gravity was interpolated from observed gravity values.
 NE0664
 NE0664;                    North         East     Units Scale Factor Converg.
 NE0664;SPC MI S     -    66,711.812 4,055,808.700   MT  1.00000034   +0 27 32.8
 NE0664;SPC MI S     -   218,870.77 13,306,458.99   iFT  1.00000034   +0 27 32.8
 NE0664;UTM  17      - 4,664,227.245   277,389.898   MT  1.00020980   -1 48 19.8
 NE0664
 NE0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0664!SPC MI S     -   0.99997155  x   1.00000034  =   0.99997189
 NE0664!UTM  17      -   0.99997155  x   1.00020980  =   1.00018135
 NE0664
 NE0664                          SUPERSEDED SURVEY CONTROL
 NE0664
 NE0664  ELLIP H (02/03/97)  181.42   (m)                       GP(       ) 4 1
 NE0664  NAD 83(1986)-  42 05 54.84239(N)    083 41 31.26555(W) AD(       ) 1
 NE0664  NAD 83(1986)-  42 05 54.84168(N)    083 41 31.26712(W) AD(       ) 3
 NE0664  NAVD 88 (09/30/91)  215.98   (m)          708.6    (f) LEVELING    3  
 NE0664  NGVD 29 (??/??/92)  216.112  (m)          709.03   (f) ADJ UNCH    2 0
 NE0664
 NE0664.Superseded values are not recommended for survey control.
 NE0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0664.See file dsdata.txt to determine how the superseded data were derived.
 NE0664
 NE0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7739064227(NAD 83)
 NE0664_MARKER: DB = BENCH MARK DISK
 NE0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0664_SP_SET: SQUARE CONCRETE MONUMENT
 NE0664_STAMPING: H 108 1934
 NE0664_MARK LOGO: CGS   
 NE0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0664+STABILITY: SURFACE MOTION
 NE0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0664+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 NE0664
 NE0664  HISTORY     - Date     Condition        Report By
 NE0664  HISTORY     - 1934     MONUMENTED       CGS
 NE0664  HISTORY     - 1941     GOOD             NGS
 NE0664  HISTORY     - 19890120 GOOD             NGS
 NE0664  HISTORY     - 19900201 GOOD
 NE0664  HISTORY     - 19910626 GOOD             NGS
 NE0664  HISTORY     - 19931101 GOOD             AYLENO
 NE0664  HISTORY     - 20050516 GOOD             GEOCAC
 NE0664
 NE0664                          STATION DESCRIPTION
 NE0664
 NE0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0664'1.5 MI S FROM MILAN.
 NE0664'1.5 MILES NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0664'AT MILAN, WASHTENAW COUNTY, 43 YARDS NORTH OF A YARD-LIMIT
 NE0664'SIGNPOST, 38.7 FEET NORTHWEST OF THE CROSSING OF THE WEST RAIL
 NE0664'AND THE CENTERLINE OF A GRAVEL ROAD, 22.8 FEET NORTH OF THE
 NE0664'CENTERLINE OF THE ROAD, 26.8 FEET WEST OF THE WEST RAIL, 3.9
 NE0664'FEET EAST OF THE CORNER POST OF A WIRE FENCE, AND ABOUT 1 FOOT
 NE0664'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H
 NE0664'108 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0664'ROAD IS THE ARKONA ROAD.
 NE0664
 NE0664                          STATION RECOVERY (1989)
 NE0664
 NE0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE0664'THE STATION IS LOCATED ABOUT 18.0 KM (11.20 MI) SOUTHWEST OF
 NE0664'YPSILANTI, 12.0 KM (7.45 MI) SOUTHEAST OF SALINE AND 2.0 KM (1.25 MI)
 NE0664'NORTHWEST OF MILAN.  OWNERSHIP--WASHTENAW COUNTY.
 NE0664'TO REACH THE STATION FROM THE POST OFFICE IN MILAN, GO NORTHWEST ON
 NE0664'WEST MAIN STREET FOR 1.32 KM (0.80 MI) TO A CROSSROAD.  TURN RIGHT AND
 NE0664'GO NORTH ON PLATT ROAD FOR 0.96 KM (0.60 MI) TO A PAVED ROAD ON THE
 NE0664'RIGHT.  TURN RIGHT AND GO EAST ON ARKONA ROAD FOR 0.31 KM (0.20 MI) TO
 NE0664'THE STATION ON THE LEFT, JUST BEFORE CROSSING RAILROAD TRACKS.
 NE0664'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE0664'MONUMENT THAT PROJECTS 10 CM.  LOCATED 8.2 M (26.9 FT) WEST OF THE
 NE0664'NEAR RAIL, 7.0 M (23.0 FT) NORTH OF THE CENTER OF ARKONA ROAD, 3.4 M
 NE0664'(11.2 FT) SOUTHEAST OF UTILITY POLE NUMBER S10AC048 AND 0.2 M
 NE0664'(0.7 FT) SOUTH OF A METAL WITNESS POST.
 NE0664'DESCRIBED BY E.J. HANSMANN.
 NE0664
 NE0664                          STATION RECOVERY (1990)
 NE0664
 NE0664'RECOVERED 1990
 NE0664'RECOVERED IN GOOD CONDITION.
 NE0664
 NE0664                          STATION RECOVERY (1991)
 NE0664
 NE0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE0664'THE STATION IS LOCATED ABOUT 18.0 KM (11.2 MI) SOUTHWEST OF YPSILANTI,
 NE0664'12.0 KM (7.5 MI) SOUTHEAST OF SALINE AND 2.0 KM (1.2 MI) NORTHWEST OF
 NE0664'MILAN.  OWNERSHIP--WASHTENAW COUNTY.
 NE0664'TO REACH THE STATION FROM THE POST OFFICE IN MILAN, GO NORTHWEST ON
 NE0664'WEST MAIN STREET FOR 1.32 KM (0.82 MI) TO A CROSSROAD.  TURN RIGHT
 NE0664'AND GO NORTH ON PLATT ROAD FOR 0.96 KM (0.60 MI) TO A PAVED ROAD ON
 NE0664'THE RIGHT.  TURN RIGHT AND GO EAST ON ARKONA ROAD FOR 0.31 KM
 NE0664'(0.19 MI) TO THE STATION ON THE LEFT JUST BEFORE CROSSING RAILROAD
 NE0664'TRACKS.
 NE0664'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NE0664'MONUMENT THAT PROJECTS 10 CM.  LOCATED 8.2 M (26.9 FT) WEST OF THE
 NE0664'NEAR RAIL, 7.0 M (23.0 FT) NORTH OF THE CENTER OF ARKONA ROAD, 3.4 M
 NE0664'(11.2 FT) SOUTHEAST OF UTILITY POLE NUMBER S10AC048 AND 0.2 M
 NE0664'(0.7 FT) SOUTH OF A METAL WITNESS POST.
 NE0664
 NE0664                          STATION RECOVERY (1993)
 NE0664
 NE0664'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE0664'RECOVERED AS DESCRIBED.
 NE0664
 NE0664                          STATION RECOVERY (2005)
 NE0664
 NE0664'RECOVERY NOTE BY GEOCACHING 2005 (RDM)
 NE0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0153 ***********************************************************************
 NF0153  DESIGNATION -  H 109
 NF0153  PID         -  NF0153
 NF0153  STATE/COUNTY-  MI/JACKSON
 NF0153  USGS QUAD   -  CEMENT CITY (1971)
 NF0153
 NF0153                         *CURRENT SURVEY CONTROL
 NF0153  ___________________________________________________________________
 NF0153* NAD 83(1994)-  42 06 52.30473(N)    084 20 44.29385(W)     ADJUSTED  
 NF0153* NAVD 88     -       298.784  (meters)     980.26   (feet)  ADJUSTED  
 NF0153  ___________________________________________________________________
 NF0153  X           -     466,887.942 (meters)                     COMP
 NF0153  Y           -  -4,715,616.904 (meters)                     COMP
 NF0153  Z           -   4,255,226.437 (meters)                     COMP
 NF0153  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NF0153  ELLIP HEIGHT-         264.51  (meters)          (07/12/02) GPS OBS
 NF0153  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NF0153  DYNAMIC HT  -         298.672 (meters)     979.89  (feet)  COMP
 NF0153  MODELED GRAV-     980,239.9   (mgal)                       NAVD 88
 NF0153
 NF0153  HORZ ORDER  -  FIRST
 NF0153  VERT ORDER  -  SECOND    CLASS 0
 NF0153  ELLP ORDER  -  FOURTH    CLASS I
 NF0153
 NF0153.The horizontal coordinates were established by GPS observations
 NF0153.and adjusted by the National Geodetic Survey in February 1997..
 NF0153
 NF0153.The orthometric height was determined by differential leveling
 NF0153.and adjusted by the National Geodetic Survey in June 1991..
 NF0153
 NF0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0153
 NF0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0153
 NF0153.The ellipsoidal height was determined by GPS observations
 NF0153.and is referenced to NAD 83.
 NF0153
 NF0153.The geoid height was determined by GEOID03.
 NF0153
 NF0153.The dynamic height is computed by dividing the NAVD 88
 NF0153.geopotential number by the normal gravity value computed on the
 NF0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0153.degrees latitude (g = 980.6199 gals.).
 NF0153
 NF0153.The modeled gravity was interpolated from observed gravity values.
 NF0153
 NF0153;                    North         East     Units Scale Factor Converg.
 NF0153;SPC MI S     -    68,261.610 4,001,739.175   MT  0.99999659   +0 00 51.5
 NF0153;SPC MI S     -   223,955.41 13,129,065.53   iFT  0.99999659   +0 00 51.5
 NF0153;UTM  16      - 4,665,902.459   719,441.418   MT  1.00019256   +1 46 50.7
 NF0153
 NF0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0153!SPC MI S     -   0.99995852  x   0.99999659  =   0.99995511
 NF0153!UTM  16      -   0.99995852  x   1.00019256  =   1.00015107
 NF0153
 NF0153                          SUPERSEDED SURVEY CONTROL
 NF0153
 NF0153  ELLIP H (02/03/97)  264.49   (m)                       GP(       ) 4 1
 NF0153  NAD 83(1986)-  42 06 52.30633(N)    084 20 44.31613(W) AD(       ) 1
 NF0153  NAVD 88 (04/10/92)  298.78   (m)          980.2    (f) LEVELING    3  
 NF0153  NGVD 29 (??/??/92)  298.902  (m)          980.65   (f) ADJ UNCH    2 0
 NF0153
 NF0153.Superseded values are not recommended for survey control.
 NF0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0153.See file dsdata.txt to determine how the superseded data were derived.
 NF0153
 NF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1944165902(NAD 83)
 NF0153_MARKER: DB = BENCH MARK DISK
 NF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0153_SP_SET: CONCRETE POST
 NF0153_STAMPING: H 109 1934
 NF0153_MARK LOGO: CGS   
 NF0153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0153+STABILITY: SURFACE MOTION
 NF0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0153+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 NF0153
 NF0153  HISTORY     - Date     Condition        Report By
 NF0153  HISTORY     - 1934     MONUMENTED       CGS
 NF0153  HISTORY     - 19910131 GOOD             MIDH
 NF0153  HISTORY     - 19931101 GOOD             AYLENO
 NF0153  HISTORY     - 20010530 GOOD             ADVANC
 NF0153  HISTORY     - 20040418 GOOD             JCLS
 NF0153  HISTORY     - 20040419 GOOD             JCLS
 NF0153
 NF0153                          STATION DESCRIPTION
 NF0153
 NF0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0153'0.5 MI S FROM CLARKLAKE.
 NF0153'0.5 MILE SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 NF0153'STATION AT CLARKLAKE, JACKSON COUNTY, 120 YARDS NORTH OF MILEPOST
 NF0153'10, 46 FEET SOUTHWEST OF THE WEST RAIL AT THE CROSSING OF THE
 NF0153'CENTERLINE OF STATE HIGHWAY 352, 46 FEET SOUTH OF THE CENTERLINE
 NF0153'OF THE HIGHWAY, 25.6 FEET WEST OF THE WEST RAIL, 4.6 FEET
 NF0153'EAST OF THE WIRE FENCE, AND LEVEL WITH THE TRACK.  A STANDARD
 NF0153'DISK, STAMPED H 109 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0153
 NF0153                          STATION RECOVERY (1991)
 NF0153
 NF0153'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF0153'STATION IS LOCATED IN QUAD 420842, IN THE NORTHEAST 1/4 OF SECTION 19,
 NF0153'T-4-S, R-1-E, COLUMBIA TOWNSHIP, JACKSON COUNTY. IT IS ABOUT 5 MILES
 NF0153'EAST OF BROOKLYN, 2-1/2 MILES NORTHWEST OF CEMENT CITY, 0.2 MILES
 NF0153'SOUTH OF CLARKS LAKE ON AN ABANDONED RAILROAD RIGHT-OF-WAY AND ON THE
 NF0153'CEMENT CITY QUADRANGLE MAP.
 NF0153'TO REACH THE STATION FROM THE INTERSTATE 94 AND U.S. 127 SOUTH
 NF0153'INTERCHANGE ON THE NORTHEAST SIDE OF JACKSON, GO SOUTH ON U.S. 127
 NF0153'SOUTH FOR 11 MI (17.7 KM) TO JEFFERSON ROAD, TURN RIGHT ONTO
 NF0153'JEFFERSON RD. GOING EAST FOR 1.0 MI (1.6 KM) TO THE STATION ON THE
 NF0153'RIGHT AS DESCRIBED.
 NF0153'STATION PROJECTS 12 CM ABOVE THE GROUND SURFACE.  IT IS 46.0 FT
 NF0153'(14.0 M) SOUTH OF THE CENTERLINE OF JEFFERSON ROAD, 21.2 FT (6.5 M)
 NF0153'SOUTHWEST OF A CONCRETE RAILROAD RIGHT-OF-WAY FENCE CORNER POST, 4.6
 NF0153'FT (1.4 M) EAST OF A RAILROAD RIGHT-OF-WAY FENCE, 2.5 FT (0.8 M)
 NF0153'EAST OF A NGS CARSONITE WITNESS POST.
 NF0153
 NF0153                          STATION RECOVERY (1993)
 NF0153
 NF0153'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NF0153'RECOVERED AS DESCRIBED.
 NF0153
 NF0153                          STATION RECOVERY (2001)
 NF0153
 NF0153'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF0153'1991 STATION RECOVERY SHOULD READ 'TURN LEFT ONTO JEFFERSON RD.'
 NF0153
 NF0153                          STATION RECOVERY (2004)
 NF0153
 NF0153'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NF0153'RECOVERED IN GOOD CONDITION.
 NF0153
 NF0153                          STATION RECOVERY (2004)
 NF0153
 NF0153'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NF0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0221 ***********************************************************************
 NF0221  DESIGNATION -  H 11
 NF0221  PID         -  NF0221
 NF0221  STATE/COUNTY-  MI/JACKSON
 NF0221  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0221
 NF0221                         *CURRENT SURVEY CONTROL
 NF0221  ___________________________________________________________________
 NF0221* NAD 83(1986)-  42 13 30.     (N)    084 39 52.     (W)     SCALED    
 NF0221* NAVD 88     -       294.747  (meters)     967.02   (feet)  ADJUSTED  
 NF0221  ___________________________________________________________________
 NF0221  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NF0221  DYNAMIC HT  -         294.642 (meters)     966.67  (feet)  COMP
 NF0221  MODELED GRAV-     980,257.9   (mgal)                       NAVD 88
 NF0221
 NF0221  VERT ORDER  -  FIRST     CLASS II
 NF0221
 NF0221.The horizontal coordinates were scaled from a topographic map and have
 NF0221.an estimated accuracy of +/- 6 seconds.
 NF0221
 NF0221.The orthometric height was determined by differential leveling
 NF0221.and adjusted by the National Geodetic Survey in June 1991..
 NF0221
 NF0221.The geoid height was determined by GEOID03.
 NF0221
 NF0221.The dynamic height is computed by dividing the NAVD 88
 NF0221.geopotential number by the normal gravity value computed on the
 NF0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0221.degrees latitude (g = 980.6199 gals.).
 NF0221
 NF0221.The modeled gravity was interpolated from observed gravity values.
 NF0221
 NF0221;                    North         East    Units  Estimated Accuracy
 NF0221;SPC MI S     -    80,580.    3,975,420.      MT  (+/- 180 meters Scaled)
 NF0221
 NF0221                          SUPERSEDED SURVEY CONTROL
 NF0221
 NF0221  NGVD 29 (??/??/92)  294.870  (m)          967.42   (f) ADJ UNCH    1 2
 NF0221
 NF0221.Superseded values are not recommended for survey control.
 NF0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0221.See file dsdata.txt to determine how the superseded data were derived.
 NF0221
 NF0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM927773(NAD 83)
 NF0221_MARKER: DB = BENCH MARK DISK
 NF0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0221_SP_SET: CONCRETE POST
 NF0221_STAMPING: H 11 1916 ELEV. 967.419 FT.
 NF0221_MARK LOGO: CGS   
 NF0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0221+STABILITY: SURFACE MOTION
 NF0221
 NF0221  HISTORY     - Date     Condition        Report By
 NF0221  HISTORY     - 1916     MONUMENTED       CGS
 NF0221  HISTORY     - 1948     GOOD             NGS
 NF0221  HISTORY     - 1985     GOOD             NGS
 NF0221  HISTORY     - 19910707 POOR             USPSQD
 NF0221
 NF0221                          STATION DESCRIPTION
 NF0221
 NF0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0221'4.1 MI W FROM PARMA.
 NF0221'4.1 MILES WEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0221'STATION AT PARMA, JACKSON COUNTY, AT HUMPHREYS FARM-ROAD CROSSING,
 NF0221'32 FEET SOUTH OF THE SOUTH RAIL, 10 FEET EAST OF THE CENTERLINE
 NF0221'OF THE ROAD, AND AT THE EAST END OF GATE IN THE FENCE.  A
 NF0221'STANDARD DISK, STAMPED ELEV 967.419 FT H 11 1916 AND SET IN
 NF0221'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NF0221
 NF0221                          STATION RECOVERY (1985)
 NF0221
 NF0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0221'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.4 KM (5.2 MI)
 NF0221'EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION IN ALBION.
 NF0221'ADD--0.3 M (1.0 FT) SOUTH OF A WITNESS POST.  NOTE--NOT LEVELED TO.
 NF0221
 NF0221                          STATION RECOVERY (1991)
 NF0221
 NF0221'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0221'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0222 ***********************************************************************
 QJ0222  DESIGNATION -  H 11 MI 77
 QJ0222  PID         -  QJ0222
 QJ0222  STATE/COUNTY-  MI/ALPENA
 QJ0222  USGS QUAD   -  MIDDLE ISLAND (1971)
 QJ0222
 QJ0222                         *CURRENT SURVEY CONTROL
 QJ0222  ___________________________________________________________________
 QJ0222* NAD 83(1994)-  45 09 40.97506(N)    083 20 54.90950(W)     ADJUSTED  
 QJ0222* NAVD 88     -       176.5    (meters)     579.     (feet)  VERTCON   
 QJ0222  ___________________________________________________________________
 QJ0222  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 QJ0222  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 QJ0222
 QJ0222  HORZ ORDER  -  THIRD
 QJ0222
 QJ0222.The horizontal coordinates were established by classical geodetic methods
 QJ0222.and adjusted by the National Geodetic Survey in February 1997..
 QJ0222
 QJ0222.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0222
 QJ0222.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0222
 QJ0222.The geoid height was determined by GEOID03.
 QJ0222
 QJ0222;                    North         East     Units Scale Factor Converg.
 QJ0222;SPC MI C     -   205,487.594 6,080,038.270   MT  0.99991993   +0 43 09.0
 QJ0222;SPC MI C     -   674,171.90 19,947,632.12   iFT  0.99991993   +0 43 09.0
 QJ0222;UTM  17      - 5,003,561.477   315,416.080   MT  1.00001895   -1 39 57.0
 QJ0222
 QJ0222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0222!SPC MI C     -   0.99997809  x   0.99991993  =   0.99989802
 QJ0222!UTM  17      -   0.99997809  x   1.00001895  =   0.99999704
 QJ0222
 QJ0222:                Primary Azimuth Mark                     Grid Az
 QJ0222:SPC MI C     -  H 12 MI 77                               129 28 41.9
 QJ0222:UTM  17      -  H 12 MI 77                               131 51 47.9
 QJ0222
 QJ0222|---------------------------------------------------------------------|
 QJ0222| PID    Reference Object                     Distance      Geod. Az  |
 QJ0222|                                                           dddmmss.s |
 QJ0222| QJ0224 H 12 MI 77                          APPROX. 3.3 KM 1301150.9 |
 QJ0222|---------------------------------------------------------------------|
 QJ0222
 QJ0222                          SUPERSEDED SURVEY CONTROL
 QJ0222
 QJ0222  NAD 83(1986)-  45 09 40.97185(N)    083 20 54.90900(W) AD(       ) 3
 QJ0222  NAD 27      -  45 09 40.91507(N)    083 20 55.02025(W) AD(       ) 3
 QJ0222  NGVD 29 (07/19/86)  176.6    (m)          579.     (f) VERT ANG       
 QJ0222
 QJ0222.Superseded values are not recommended for survey control.
 QJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0222.See file dsdata.txt to determine how the superseded data were derived.
 QJ0222
 QJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1541603561(NAD 83)
 QJ0222_MARKER: DE = TRAVERSE STATION DISK
 QJ0222_SETTING: 80 = SET IN A BOULDER
 QJ0222_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QJ0222_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0222+STABILITY: SURFACE MOTION
 QJ0222
 QJ0222  HISTORY     - Date     Condition        Report By
 QJ0222  HISTORY     - 1979     MONUMENTED       NOS
 QJ0222
 QJ0222                          STATION DESCRIPTION
 QJ0222
 QJ0222'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0222'THE STATION IS LOCATED 1 MILE SOUTH OF MONAGHAN POINT ON
 QJ0222'THE WEST SHORE OF LAKE HURON.
 QJ0222'
 QJ0222'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 23
 QJ0222'AND MONAGHAN POINT ROAD, APPROXIMATELY 7.5 MILES NORTH OF
 QJ0222'ALPENA, GO EAST ON MONAGHAN POINT ROAD FOR 3.2 MILES TO A
 QJ0222'FORK JUST AFTER PASSING A GREEN ONE CAR GARAGE,CONTINUE    E
 QJ0222'STRAIGHT AHEAD,EAST,ON TRACK ROAD FOR 0.30 MILES TO A FORK
 QJ0222'AND GATE ON LEFT,CONTINUE STRAIGHT AHEAD FOR 0.30 MILES
 QJ0222'TO A SIGN,A.POPP 6974.TURN SHARPLY LEFT AND GO 0.1 MILE
 QJ0222'TO MR.POPPS HOUSE AND PARK YOUR VEHICLE.FROM
 QJ0222'THIS POINT PACK EAST TO SHORELINE AND WALK NORTHERLY
 QJ0222'ALONG SHORELINE FOR APPROXIMATELY 1200 FEET AND THE AREA
 QJ0222'OF THE STATION.
 QJ0222'
 QJ0222'THE STATION IS A NOS DISK STAMPED---H 11 MI 77---,EPOXIED
 QJ0222'IN A DRILL HOLE IN THE TOP OF A 5 FOOT BY 6 FOOT BOULDER
 QJ0222'THAT PROJECTS 3 FEET ABOVE THE EXISTING WATERS SURFACE.
 QJ0222'IT IS 26.8 FEET SOUTHEAST OF A TREE WITH A P.K.NAIL
 QJ0222'AND WASHER, 25.1 FEET EAST-NORTHEAST OF A P.K.NAIL IN
 QJ0222'ANOTHER TREE, AND 20 FEET NORTHEAST OF ANOTHER P.K.NAIL
 QJ0222'IN A THIRD TREE.
 QJ0222'
 QJ0222'HEIGHT OF LIGHT ABOVE STATION WAS 1.11 METERS.
 QJ0222'
 QJ0222'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0288 ***********************************************************************
 PK0288  DESIGNATION -  H 11 MI 79
 PK0288  PID         -  PK0288
 PK0288  STATE/COUNTY-  MI/HURON
 PK0288  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0288
 PK0288                         *CURRENT SURVEY CONTROL
 PK0288  ___________________________________________________________________
 PK0288* NAD 83(1994)-  44 04 04.60531(N)    082 57 41.65217(W)     ADJUSTED  
 PK0288* NAVD 88     -       181.2    (meters)     594.     (feet)  VERTCON   
 PK0288  ___________________________________________________________________
 PK0288  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 PK0288  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 PK0288
 PK0288  HORZ ORDER  -  THIRD
 PK0288
 PK0288.The horizontal coordinates were established by classical geodetic methods
 PK0288.and adjusted by the National Geodetic Survey in February 1997..
 PK0288
 PK0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0288
 PK0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0288
 PK0288.The geoid height was determined by GEOID03.
 PK0288
 PK0288;                    North         East     Units Scale Factor Converg.
 PK0288;SPC MI S     -   286,206.426 4,112,577.115   MT  1.00012065   +0 57 22.4
 PK0288;SPC MI S     -   938,997.46 13,492,707.07   iFT  1.00012065   +0 57 22.4
 PK0288;UTM  17      - 4,881,290.114   342,911.404   MT  0.99990350   -1 21 52.5
 PK0288
 PK0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0288!SPC MI S     -   0.99997709  x   1.00012065  =   1.00009774
 PK0288!UTM  17      -   0.99997709  x   0.99990350  =   0.99988059
 PK0288
 PK0288|---------------------------------------------------------------------|
 PK0288| PID    Reference Object                     Distance      Geod. Az  |
 PK0288|                                                           dddmmss.s |
 PK0288| PK0287 POINTE AUX BARQUES RM               180.205 METERS 07310     |
 PK0288| PK0283 PORT AUSTIN LH USLS 1902            APPROX. 2.3 KM 3131750.8 |
 PK0288|---------------------------------------------------------------------|
 PK0288
 PK0288                          SUPERSEDED SURVEY CONTROL
 PK0288
 PK0288  NAD 83(1986)-  44 04 04.59278(N)    082 57 41.67104(W) AD(       ) 3
 PK0288  NAD 27      -  44 04 04.54361(N)    082 57 41.87882(W) AD(       ) 3
 PK0288  NGVD 29 (07/19/86)  181.3    (m)          595.     (f) VERT ANG       
 PK0288
 PK0288.Superseded values are not recommended for survey control.
 PK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0288.See file dsdata.txt to determine how the superseded data were derived.
 PK0288
 PK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4291181290(NAD 83)
 PK0288_MARKER: DD = SURVEY DISK
 PK0288_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PK0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0288
 PK0288  HISTORY     - Date     Condition        Report By
 PK0288  HISTORY     - 1979     MONUMENTED       NOS
 PK0288
 PK0288                          STATION DESCRIPTION
 PK0288
 PK0288'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0288'THE STATION IS LOCATED AT POINTE AUX BARQUES ABOUT 2 MILES
 PK0288'NORTHEAST OF PORT AUSTIN.
 PK0288'
 PK0288'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 25 AND POINTE
 PK0288'AUX BARQUES ROAD IN PORT AUSTIN, GO EAST ON POINTE AUX
 PK0288'BARQUES ROAD FOR 2.2 MILES TO THE ENTERANCE OF THE POINTE AUX
 PK0288'BARQUES GOLF CLUB ON THE LEFT.  TURN LEFT AND FOLLOW A DIRT AND
 PK0288'PAVED ROAD NORTH AND WEST THROUGH THE GOLF CLUB AND A HOUSING AREA
 PK0288'FOR 1.0 MILE TO A CHAPEL AT THE END OF THE PAVED ROAD.  CONTINUE
 PK0288'ON A DIRT ROAD FOR ABOUT 300 FEET AND THE STATION ON THE RIGHT.
 PK0288'
 PK0288'THE STATION IS A NOS ALUMINUM DISK STAMPED---H 11 MI 79 1979---,
 PK0288'SECURED TO THE TOP OF A 1 X 20  INCH ALUMINUM ROD SET IN
 PK0288'A MASS OF CONCRETE 10 INCHES IN DIAMETER FLUSH WITH THE GROUND.
 PK0288'IT IS 63 FEET EAST OF THE CENTER OF A CIRCULAR TURNAROUND OF THE
 PK0288'DIRT ROAD, 80 FEET SOUTH OF THE EDGE OF A BANK ON THE LAKES EDGE,
 PK0288'46.0 FEET SOUTHEAST OF A PK NAIL AND WASHER DRIVEN INTO THE
 PK0288'TRUNK OF THE LARGEST OAK TREE IN THE AREA AND 41.0 FEET NORTH OF
 PK0288'THE CENTER OF THE DIRT ROAD.  CONTACT MR. NED HELBORN,
 PK0288'1846 BAY VIEW, POINTE AUX BARQUES (PHONE-517-738-7585) FOR
 PK0288'PERMISSION TO OCCUPY THE STATION.
 PK0288'
 PK0288'HEIGHT OF TARGET WAS 1.5 METERS.
 PK0288'
 PK0288'DESCRIBED BY J.D.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0027 ***********************************************************************
 OJ0027  DESIGNATION -  H 11 USLS
 OJ0027  PID         -  OJ0027
 OJ0027  STATE/COUNTY-  MI/ST CLAIR
 OJ0027  USGS QUAD   -  LAKEPORT (1976)
 OJ0027
 OJ0027                         *CURRENT SURVEY CONTROL
 OJ0027  ___________________________________________________________________
 OJ0027* NAD 83(1986)-  43 05 09.     (N)    082 28 39.     (W)     SCALED    
 OJ0027* NAVD 88     -       182.028  (meters)     597.20   (feet)  ADJUSTED  
 OJ0027  ___________________________________________________________________
 OJ0027  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OJ0027  DYNAMIC HT  -         181.985 (meters)     597.06  (feet)  COMP
 OJ0027  MODELED GRAV-     980,381.0   (mgal)                       NAVD 88
 OJ0027
 OJ0027  VERT ORDER  -  FIRST     CLASS 0
 OJ0027
 OJ0027.The horizontal coordinates were scaled from a topographic map and have
 OJ0027.an estimated accuracy of +/- 6 seconds.
 OJ0027
 OJ0027.The orthometric height was determined by differential leveling
 OJ0027.and adjusted by the National Geodetic Survey in June 1991..
 OJ0027.WARNING-Repeat measurements at this control monument indicate possible
 OJ0027.vertical movement.
 OJ0027
 OJ0027.The geoid height was determined by GEOID03.
 OJ0027
 OJ0027.The dynamic height is computed by dividing the NAVD 88
 OJ0027.geopotential number by the normal gravity value computed on the
 OJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0027.degrees latitude (g = 980.6199 gals.).
 OJ0027
 OJ0027.The modeled gravity was interpolated from observed gravity values.
 OJ0027
 OJ0027;                    North         East    Units  Estimated Accuracy
 OJ0027;SPC MI S     -   177,880.    4,153,800.      MT  (+/- 180 meters Scaled)
 OJ0027
 OJ0027                          SUPERSEDED SURVEY CONTROL
 OJ0027
 OJ0027  NGVD 29 (??/??/??)  182.152  (m)          597.61   (f) ADJUSTED    1 0
 OJ0027
 OJ0027.Superseded values are not recommended for survey control.
 OJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0027.See file dsdata.txt to determine how the superseded data were derived.
 OJ0027
 OJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH797714(NAD 83)
 OJ0027_MARKER: DD = SURVEY DISK
 OJ0027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0027_SP_SET: WALL
 OJ0027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0027
 OJ0027  HISTORY     - Date     Condition        Report By
 OJ0027  HISTORY     - 1937     MONUMENTED       USLS
 OJ0027  HISTORY     - 1970     GOOD             USLS
 OJ0027  HISTORY     - 1980     GOOD             NGS
 OJ0027  HISTORY     - 19990703 GOOD             USPSQD
 OJ0027  HISTORY     - 20040418 GOOD             USPSQD
 OJ0027
 OJ0027                          STATION DESCRIPTION
 OJ0027
 OJ0027'DESCRIBED BY US LAKE SURVEY 1970
 OJ0027'2.2 MI SE FROM LAKEPORT.
 OJ0027'H 11 IS IN ST. CLAIR COUNTY, MICHIGAN, 2.2 MILES SOUTHEAST
 OJ0027'OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY U.S. 25 AND MILWAUKEE
 OJ0027'STREET IN LAKEPORT, 1.2 FEET WEST OF SOUTHWEST CORNER OF
 OJ0027'DWELLING A NO. 6109 HIGHWAY U.S. 25, 3-FOOT ABOVE THE GROUND,
 OJ0027'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO CONCRETE
 OJ0027'BLOCK WALL.  BM H-11 1937
 OJ0027
 OJ0027                          STATION RECOVERY (1980)
 OJ0027
 OJ0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0027'3.45 KILOMETERS (2.15 MILES) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 25
 OJ0027'FROM THE JUNCTION OF STATE HIGHWAY 25 AND BURTCH ROAD IN LAKEPORT,
 OJ0027'SET IN THE BLOCK FOUNDATION OF HOUSE NUMBER 6109 AT THE SOUTHWEST
 OJ0027'CORNER ON WEST SIDE OF STATE HIGHWAY 25, AND 0.36 METERS (1.2 FEET)
 OJ0027'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE.
 OJ0027'THE MARK IS 0.8 M ABOVE GROUND.
 OJ0027
 OJ0027                          STATION RECOVERY (1999)
 OJ0027
 OJ0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0027'RECOVERED IN GOOD CONDITION.
 OJ0027
 OJ0027                          STATION RECOVERY (2004)
 OJ0027
 OJ0027'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0488 ***********************************************************************
 NF0488  DESIGNATION -  H 111
 NF0488  PID         -  NF0488
 NF0488  STATE/COUNTY-  MI/CALHOUN
 NF0488  USGS QUAD   -  BATTLE CREEK (1985)
 NF0488
 NF0488                         *CURRENT SURVEY CONTROL
 NF0488  ___________________________________________________________________
 NF0488* NAD 83(1986)-  42 19 52.     (N)    085 08 44.     (W)     SCALED    
 NF0488* NAVD 88     -       255.841  (meters)     839.37   (feet)  ADJUSTED  
 NF0488  ___________________________________________________________________
 NF0488  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF0488  DYNAMIC HT  -         255.759 (meters)     839.10  (feet)  COMP
 NF0488  MODELED GRAV-     980,296.3   (mgal)                       NAVD 88
 NF0488
 NF0488  VERT ORDER  -  SECOND    CLASS 0
 NF0488
 NF0488.The horizontal coordinates were scaled from a topographic map and have
 NF0488.an estimated accuracy of +/- 6 seconds.
 NF0488
 NF0488.The orthometric height was determined by differential leveling
 NF0488.and adjusted by the National Geodetic Survey in June 1991..
 NF0488
 NF0488.The geoid height was determined by GEOID03.
 NF0488
 NF0488.The dynamic height is computed by dividing the NAVD 88
 NF0488.geopotential number by the normal gravity value computed on the
 NF0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0488.degrees latitude (g = 980.6199 gals.).
 NF0488
 NF0488.The modeled gravity was interpolated from observed gravity values.
 NF0488
 NF0488;                    North         East    Units  Estimated Accuracy
 NF0488;SPC MI S     -    92,620.    3,935,810.      MT  (+/- 180 meters Scaled)
 NF0488
 NF0488                          SUPERSEDED SURVEY CONTROL
 NF0488
 NF0488  NGVD 29 (??/??/92)  255.973  (m)          839.80   (f) ADJ UNCH    2 0
 NF0488
 NF0488.Superseded values are not recommended for survey control.
 NF0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0488.See file dsdata.txt to determine how the superseded data were derived.
 NF0488
 NF0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM527882(NAD 83)
 NF0488_MARKER: DB = BENCH MARK DISK
 NF0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0488_STAMPING: H 111 1934
 NF0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0488+STABILITY: SURFACE MOTION
 NF0488
 NF0488  HISTORY     - Date     Condition        Report By
 NF0488  HISTORY     - 1934     MONUMENTED       CGS
 NF0488  HISTORY     - 1961     MARK NOT FOUND   USGS
 NF0488  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0488
 NF0488                          STATION DESCRIPTION
 NF0488
 NF0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0488'2.8 MI NE FROM BATTLE CREEK.
 NF0488'2.8 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0488'THE MICHIGAN CENTRAL RAILROAD STATION AT BATTLE CREEK, CALHOUN
 NF0488'COUNTY, AT THE CROSSING OF THE ROAD LEADING TO VERONA, 38
 NF0488'YARDS SOUTHWEST OF THE INTERSECTION OF THE CENTERLINE OF THE
 NF0488'ROAD WITH THE NORTHWEST RAIL OF THE NORTHWEST TRACK, 30 YARDS
 NF0488'SOUTHWEST OF SEMAPHORE 1789, 14.2 FEET NORTHWEST OF THE
 NF0488'NORTHWEST RAIL OF THE NORTHWEST TRACK, AND 1 FOOT LOWER THAN THE
 NF0488'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 111 1934 AND SET
 NF0488'IN THE TOP OF A CONCRETE POST.
 NF0488
 NF0488                          STATION RECOVERY (1961)
 NF0488
 NF0488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 NF0488'MARK NOT FOUND.
 NF0488
 NF0488                          STATION RECOVERY (1997)
 NF0488
 NF0488'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0587 ***********************************************************************
 MD0587  DESIGNATION -  H 112
 MD0587  PID         -  MD0587
 MD0587  STATE/COUNTY-  MI/HILLSDALE
 MD0587  USGS QUAD   -  CAMDEN (1992)
 MD0587
 MD0587                         *CURRENT SURVEY CONTROL
 MD0587  ___________________________________________________________________
 MD0587* NAD 83(1986)-  41 48 31.     (N)    084 46 07.     (W)     SCALED    
 MD0587* NAVD 88     -       332.202  (meters)    1089.90   (feet)  ADJUSTED  
 MD0587  ___________________________________________________________________
 MD0587  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MD0587  DYNAMIC HT  -         332.072 (meters)    1089.47  (feet)  COMP
 MD0587  MODELED GRAV-     980,222.4   (mgal)                       NAVD 88
 MD0587
 MD0587  VERT ORDER  -  SECOND    CLASS 0
 MD0587
 MD0587.The horizontal coordinates were scaled from a topographic map and have
 MD0587.an estimated accuracy of +/- 6 seconds.
 MD0587
 MD0587.The orthometric height was determined by differential leveling
 MD0587.and adjusted by the National Geodetic Survey in June 1991..
 MD0587
 MD0587.The geoid height was determined by GEOID03.
 MD0587
 MD0587.The dynamic height is computed by dividing the NAVD 88
 MD0587.geopotential number by the normal gravity value computed on the
 MD0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0587.degrees latitude (g = 980.6199 gals.).
 MD0587
 MD0587.The modeled gravity was interpolated from observed gravity values.
 MD0587
 MD0587;                    North         East    Units  Estimated Accuracy
 MD0587;SPC MI S     -    34,360.    3,966,600.      MT  (+/- 180 meters Scaled)
 MD0587
 MD0587                          SUPERSEDED SURVEY CONTROL
 MD0587
 MD0587  NGVD 29 (??/??/92)  332.320  (m)         1090.29   (f) ADJ UNCH    2 0
 MD0587
 MD0587.Superseded values are not recommended for survey control.
 MD0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0587.See file dsdata.txt to determine how the superseded data were derived.
 MD0587
 MD0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM853309(NAD 83)
 MD0587_MARKER: DB = BENCH MARK DISK
 MD0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0587_STAMPING: H 112 1934
 MD0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0587+STABILITY: SURFACE MOTION
 MD0587
 MD0587  HISTORY     - Date     Condition        Report By
 MD0587  HISTORY     - 1934     MONUMENTED       CGS
 MD0587  HISTORY     - 1988     GOOD             USPSQD
 MD0587  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0587
 MD0587                          STATION DESCRIPTION
 MD0587
 MD0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0587'2.5 MI S FROM READING.
 MD0587'2.5 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD0587'STATION AT READING, HILLSDALE COUNTY, 90 YARDS SOUTH OF MILEPOST
 MD0587'58, ABOUT 210 YARDS SOUTH OF THE CENTER OF THE CROSSING OF A
 MD0587'GRAVEL ROAD, 29.8 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 MD0587'AND 15 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED H 112 1934
 MD0587'AND SET IN THE TOP OF A CONCRETE POST.
 MD0587
 MD0587                          STATION RECOVERY (1988)
 MD0587
 MD0587'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0587'RECOVERED IN GOOD CONDITION.
 MD0587
 MD0587                          STATION RECOVERY (2000)
 MD0587
 MD0587'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0770 ***********************************************************************
 MC0770  DESIGNATION -  H 114
 MC0770  PID         -  MC0770
 MC0770  STATE/COUNTY-  MI/LENAWEE
 MC0770  USGS QUAD   -  TECUMSEH SOUTH (1972)
 MC0770
 MC0770                         *CURRENT SURVEY CONTROL
 MC0770  ___________________________________________________________________
 MC0770* NAD 83(1986)-  41 53 02.     (N)    083 56 51.     (W)     SCALED    
 MC0770* NAVD 88     -       218.342  (meters)     716.34   (feet)  ADJUSTED  
 MC0770  ___________________________________________________________________
 MC0770  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 MC0770  DYNAMIC HT  -         218.259 (meters)     716.07  (feet)  COMP
 MC0770  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MC0770
 MC0770  VERT ORDER  -  SECOND    CLASS 0
 MC0770
 MC0770.The horizontal coordinates were scaled from a topographic map and have
 MC0770.an estimated accuracy of +/- 6 seconds.
 MC0770
 MC0770.The orthometric height was determined by differential leveling
 MC0770.and adjusted by the National Geodetic Survey in June 1991..
 MC0770
 MC0770.The geoid height was determined by GEOID03.
 MC0770
 MC0770.The dynamic height is computed by dividing the NAVD 88
 MC0770.geopotential number by the normal gravity value computed on the
 MC0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0770.degrees latitude (g = 980.6199 gals.).
 MC0770
 MC0770.The modeled gravity was interpolated from observed gravity values.
 MC0770
 MC0770;                    North         East    Units  Estimated Accuracy
 MC0770;SPC MI S     -    42,730.    4,034,790.      MT  (+/- 180 meters Scaled)
 MC0770
 MC0770                          SUPERSEDED SURVEY CONTROL
 MC0770
 MC0770  NGVD 29 (??/??/92)  218.491  (m)          716.83   (f) ADJ UNCH    2 0
 MC0770
 MC0770.Superseded values are not recommended for survey control.
 MC0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0770.See file dsdata.txt to determine how the superseded data were derived.
 MC0770
 MC0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG554410(NAD 83)
 MC0770_MARKER: DB = BENCH MARK DISK
 MC0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0770_STAMPING: H 114 1934
 MC0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0770+STABILITY: SURFACE MOTION
 MC0770
 MC0770  HISTORY     - Date     Condition        Report By
 MC0770  HISTORY     - 1934     MONUMENTED       CGS
 MC0770
 MC0770                          STATION DESCRIPTION
 MC0770
 MC0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0770'AT LENAWEE JUNCTION.
 MC0770'AT LENAWEE JUNCTION, LENAWEE COUNTY, 53 FEET WEST OF THE CENTER
 MC0770'OF THE WEST SIDE OF THE NEW YORK CENTRAL RAILROAD STATION, 35.9
 MC0770'FEET NORTH OF THE NORTH RAIL OF THE OLD TOLEDO DIVISION TRACK,
 MC0770'15.3 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND LEVEL
 MC0770'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 114 1934
 MC0770'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0516 ***********************************************************************
 NE0516  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0516  DESIGNATION -  H 115 X
 NE0516  PID         -  NE0516
 NE0516  STATE/COUNTY-  MI/WAYNE
 NE0516  USGS QUAD   -  ROCKWOOD (1981)
 NE0516
 NE0516                         *CURRENT SURVEY CONTROL
 NE0516  ___________________________________________________________________
 NE0516* NAD 83(1986)-  42 05 42.     (N)    083 11 26.     (W)     SCALED    
 NE0516* NAVD 88     -       177.297  (meters)     581.68   (feet)  ADJUSTED  
 NE0516  ___________________________________________________________________
 NE0516  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0516  DYNAMIC HT  -         177.237 (meters)     581.49  (feet)  COMP
 NE0516  MODELED GRAV-     980,286.0   (mgal)                       NAVD 88
 NE0516
 NE0516  VERT ORDER  -  FIRST     CLASS I
 NE0516
 NE0516.The horizontal coordinates were scaled from a topographic map and have
 NE0516.an estimated accuracy of +/- 6 seconds.
 NE0516
 NE0516.The orthometric height was determined by differential leveling
 NE0516.and adjusted by the National Geodetic Survey in June 1991..
 NE0516.WARNING-Repeat measurements at this control monument indicate possible
 NE0516.vertical movement.
 NE0516
 NE0516.This Tidal Bench Mark is designated as VM 12939
 NE0516.by the Center for Operational Oceanographic Products and Services.
 NE0516
 NE0516.The geoid height was determined by GEOID03.
 NE0516
 NE0516.The dynamic height is computed by dividing the NAVD 88
 NE0516.geopotential number by the normal gravity value computed on the
 NE0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0516.degrees latitude (g = 980.6199 gals.).
 NE0516
 NE0516.The modeled gravity was interpolated from observed gravity values.
 NE0516
 NE0516;                    North         East    Units  Estimated Accuracy
 NE0516;SPC MI S     -    66,770.    4,097,290.      MT  (+/- 180 meters Scaled)
 NE0516
 NE0516                          SUPERSEDED SURVEY CONTROL
 NE0516
 NE0516  NGVD 29 (??/??/??)  177.465  (m)          582.23   (f) ADJUSTED    1 1
 NE0516
 NE0516.Superseded values are not recommended for survey control.
 NE0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0516.See file dsdata.txt to determine how the superseded data were derived.
 NE0516
 NE0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG188626(NAD 83)
 NE0516_MARKER: DB = BENCH MARK DISK
 NE0516_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0516_SP_SET: BRIDGE WALKWAY
 NE0516_STAMPING: 582.154 H 115 X 1934
 NE0516_MARK LOGO: CGS   
 NE0516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0516
 NE0516  HISTORY     - Date     Condition        Report By
 NE0516  HISTORY     - 1934     MONUMENTED       CGS
 NE0516  HISTORY     - 1968     GOOD             NGS
 NE0516  HISTORY     - 1980     GOOD             NGS
 NE0516  HISTORY     - 1987     GOOD             USPSQD
 NE0516  HISTORY     - 1987     GOOD             USPSQD
 NE0516  HISTORY     - 1988     GOOD             USPSQD
 NE0516  HISTORY     - 1989     GOOD             USPSQD
 NE0516  HISTORY     - 19941114 GOOD             NOS
 NE0516  HISTORY     - 19991023 GOOD             USPSQD
 NE0516
 NE0516                          STATION DESCRIPTION
 NE0516
 NE0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0516'AT GIBRALTAR.
 NE0516'AT GIBRALTAR, ABOUT 74 YARDS WEST OF THE JUNCTION OF GIBRALTAR
 NE0516'ROAD AND BAY VIEW ROAD, SET ON THE TOP OF THE WEST END OF THE
 NE0516'NORTH PEDESTRIAN WALKWAY ACROSS THE GIBRALTAR ROAD BRIDGE OVER
 NE0516'THE GIBRALTAR WATERWAY, 25 FEET NORTH OF THE CENTER LINE OF THE
 NE0516'ROAD, 5 1/2 FEET EAST OF THE WEST END OF THE NORTH CONCRETE
 NE0516'GUARD RAIL BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 NE0516
 NE0516                          STATION RECOVERY (1980)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1987)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1987)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1987 (BMM)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1988)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1989)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0516'RECOVERED IN GOOD CONDITION.
 NE0516
 NE0516                          STATION RECOVERY (1994)
 NE0516
 NE0516'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (DTS)
 NE0516'AT GIBRALTAR, ABOUT 74 YARDS WEST OF THE JUNCTION OF GIBRALTAR ROAD
 NE0516'AND BAY VIEW ROAD, SET ON THE TOP OF THE WEST END OF THE NORTH
 NE0516'PEDESTRIAN WALKWAY ACROSS THE GIBRALTAR ROAD BRIDGE OVER THE GIBRALTAR
 NE0516'WATERWAY, 25 FEET (7.6 M) NORTH OF THE CENTER LINE OF THE ROAD, 5 1/2
 NE0516'FEET EAST OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL BASE AND
 NE0516'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 NE0516
 NE0516                          STATION RECOVERY (1999)
 NE0516
 NE0516'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0558 ***********************************************************************
 NF0558  DESIGNATION -  H 117
 NF0558  PID         -  NF0558
 NF0558  STATE/COUNTY-  MI/ST JOSEPH
 NF0558  USGS QUAD   -  MARCELLUS (1981)
 NF0558
 NF0558                         *CURRENT SURVEY CONTROL
 NF0558  ___________________________________________________________________
 NF0558* NAD 83(1986)-  42 03 21.     (N)    085 45 39.     (W)     SCALED    
 NF0558* NAVD 88     -       269.249  (meters)     883.36   (feet)  ADJUSTED  
 NF0558  ___________________________________________________________________
 NF0558  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NF0558  DYNAMIC HT  -         269.159 (meters)     883.07  (feet)  COMP
 NF0558  MODELED GRAV-     980,281.0   (mgal)                       NAVD 88
 NF0558
 NF0558  VERT ORDER  -  SECOND    CLASS 0
 NF0558
 NF0558.The horizontal coordinates were scaled from a topographic map and have
 NF0558.an estimated accuracy of +/- 6 seconds.
 NF0558
 NF0558.The orthometric height was determined by differential leveling
 NF0558.and adjusted by the National Geodetic Survey in June 1991..
 NF0558
 NF0558.The geoid height was determined by GEOID03.
 NF0558
 NF0558.The dynamic height is computed by dividing the NAVD 88
 NF0558.geopotential number by the normal gravity value computed on the
 NF0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0558.degrees latitude (g = 980.6199 gals.).
 NF0558
 NF0558.The modeled gravity was interpolated from observed gravity values.
 NF0558
 NF0558;                    North         East    Units  Estimated Accuracy
 NF0558;SPC MI S     -    62,700.    3,884,600.      MT  (+/- 180 meters Scaled)
 NF0558
 NF0558                          SUPERSEDED SURVEY CONTROL
 NF0558
 NF0558  NGVD 29 (??/??/92)  269.383  (m)          883.80   (f) ADJ UNCH    2 0
 NF0558
 NF0558.Superseded values are not recommended for survey control.
 NF0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0558.See file dsdata.txt to determine how the superseded data were derived.
 NF0558
 NF0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM025567(NAD 83)
 NF0558_MARKER: DB = BENCH MARK DISK
 NF0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0558_STAMPING: ELEV 883.801 FEET H 117 1934
 NF0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0558+STABILITY: SURFACE MOTION
 NF0558
 NF0558  HISTORY     - Date     Condition        Report By
 NF0558  HISTORY     - 1934     MONUMENTED       CGS
 NF0558  HISTORY     - 1940     GOOD             NGS
 NF0558
 NF0558                          STATION DESCRIPTION
 NF0558
 NF0558'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0558'1.1 MI SW FROM CHAMBERLAINS.
 NF0558'1.1 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0558'CHAMBERLAINS, ST. JOSEPH COUNTY, 50 YARDS NORTHEAST OF FLASH
 NF0558'SIGNAL 1390, 26 FEET NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 NF0558'12 FEET SOUTHEAST OF THE SOUTH RAIL OF THE SOUTH TRACK, 2 FEET
 NF0558'SOUTH OF THE RIGHT-OF-WAY FENCE, AND 1.5 FEET LOWER THAN THE
 NF0558'TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV 883.801 FEET H
 NF0558'117 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NF0558'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0840 ***********************************************************************
 ME0840  DESIGNATION -  H 118
 ME0840  PID         -  ME0840
 ME0840  STATE/COUNTY-  MI/BERRIEN
 ME0840  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME0840
 ME0840                         *CURRENT SURVEY CONTROL
 ME0840  ___________________________________________________________________
 ME0840* NAD 83(1986)-  41 49 40.     (N)    086 41 29.     (W)     SCALED    
 ME0840* NAVD 88     -       192.035  (meters)     630.03   (feet)  ADJUSTED  
 ME0840  ___________________________________________________________________
 ME0840  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME0840  DYNAMIC HT  -         191.965 (meters)     629.81  (feet)  COMP
 ME0840  MODELED GRAV-     980,253.3   (mgal)                       NAVD 88
 ME0840
 ME0840  VERT ORDER  -  SECOND    CLASS 0
 ME0840
 ME0840.The horizontal coordinates were scaled from a topographic map and have
 ME0840.an estimated accuracy of +/- 6 seconds.
 ME0840
 ME0840.The orthometric height was determined by differential leveling
 ME0840.and adjusted by the National Geodetic Survey in June 1991..
 ME0840
 ME0840.The geoid height was determined by GEOID03.
 ME0840
 ME0840.The dynamic height is computed by dividing the NAVD 88
 ME0840.geopotential number by the normal gravity value computed on the
 ME0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0840.degrees latitude (g = 980.6199 gals.).
 ME0840
 ME0840.The modeled gravity was interpolated from observed gravity values.
 ME0840
 ME0840;                    North         East    Units  Estimated Accuracy
 ME0840;SPC MI S     -    39,080.    3,806,890.      MT  (+/- 180 meters Scaled)
 ME0840
 ME0840                          SUPERSEDED SURVEY CONTROL
 ME0840
 ME0840  NGVD 29 (??/??/92)  192.152  (m)          630.42   (f) ADJ UNCH    2 0
 ME0840
 ME0840.Superseded values are not recommended for survey control.
 ME0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0840.See file dsdata.txt to determine how the superseded data were derived.
 ME0840
 ME0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM256307(NAD 83)
 ME0840_MARKER: DB = BENCH MARK DISK
 ME0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0840_STAMPING: H 118 1934
 ME0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0840+STABILITY: SURFACE MOTION
 ME0840
 ME0840  HISTORY     - Date     Condition        Report By
 ME0840  HISTORY     - 1934     MONUMENTED       CGS
 ME0840
 ME0840                          STATION DESCRIPTION
 ME0840
 ME0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0840'AT UNION PIER.
 ME0840'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE
 ME0840'RAILWAY, APPROXIMATELY 55 YARDS EAST OF THE STOP LIGHT AT THE
 ME0840'CENTER OF THE INTERSECTION OF A COUNTY CONCRETE HIGHWAY AND U.S.
 ME0840'HIGHWAY 12, 55 YARDS SOUTH OF THE FLAG STOP SIGNAL TOWER AT THE
 ME0840'UNION PIER STATION, 15 YARDS SOUTH OF THE CENTER OF THE CROSSING
 ME0840'OF THE COUNTY CONCRETE HIGHWAY, 3 1/2 YARDS EAST OF THE EAST RAIL
 ME0840'OF THE MAIN TRACK, A CONCRETE POST, 6 INCHES ABOVE THE GROUND.
 ME0840'A STANDARD DISK, STAMPED H 118 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1041 ***********************************************************************
 RL1041  DESIGNATION -  H 119
 RL1041  PID         -  RL1041
 RL1041  STATE/COUNTY-  MI/GOGEBIC
 RL1041  USGS QUAD   -  IMP LAKE (1982)
 RL1041
 RL1041                         *CURRENT SURVEY CONTROL
 RL1041  ___________________________________________________________________
 RL1041* NAD 83(1986)-  46 12 46.     (N)    089 02 18.     (W)     SCALED    
 RL1041* NAVD 88     -       528.390  (meters)    1733.56   (feet)  ADJUSTED  
 RL1041  ___________________________________________________________________
 RL1041  GEOID HEIGHT-         -31.44  (meters)                     GEOID03
 RL1041  DYNAMIC HT  -         528.397 (meters)    1733.58  (feet)  COMP
 RL1041  MODELED GRAV-     980,611.6   (mgal)                       NAVD 88
 RL1041
 RL1041  VERT ORDER  -  SECOND    CLASS 0
 RL1041
 RL1041.The horizontal coordinates were scaled from a topographic map and have
 RL1041.an estimated accuracy of +/- 6 seconds.
 RL1041
 RL1041.The orthometric height was determined by differential leveling
 RL1041.and adjusted by the National Geodetic Survey in June 1991..
 RL1041
 RL1041.The geoid height was determined by GEOID03.
 RL1041
 RL1041.The dynamic height is computed by dividing the NAVD 88
 RL1041.geopotential number by the normal gravity value computed on the
 RL1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1041.degrees latitude (g = 980.6199 gals.).
 RL1041
 RL1041.The modeled gravity was interpolated from observed gravity values.
 RL1041
 RL1041;                    North         East    Units  Estimated Accuracy
 RL1041;SPC MI N     -   160,900.    7,842,740.      MT  (+/- 180 meters Scaled)
 RL1041
 RL1041                          SUPERSEDED SURVEY CONTROL
 RL1041
 RL1041  NGVD 29 (??/??/92)  528.408  (m)         1733.62   (f) ADJ UNCH    2 0
 RL1041
 RL1041.Superseded values are not recommended for survey control.
 RL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1041.See file dsdata.txt to determine how the superseded data were derived.
 RL1041
 RL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS427197(NAD 83)
 RL1041_MARKER: DB = BENCH MARK DISK
 RL1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1041_STAMPING: H 119 1948
 RL1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1041+STABILITY: SURFACE MOTION
 RL1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1041+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RL1041
 RL1041  HISTORY     - Date     Condition        Report By
 RL1041  HISTORY     - 1948     MONUMENTED       CGS
 RL1041  HISTORY     - 1988     GOOD             USPSQD
 RL1041  HISTORY     - 20000621 GOOD             MIDT
 RL1041  HISTORY     - 20050606 GOOD             USPSQD
 RL1041
 RL1041                          STATION DESCRIPTION
 RL1041
 RL1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1041'8 MI SE FROM WATERSMEET.
 RL1041'ABOUT 7.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1041'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, ABOUT 1.05
 RL1041'MILES NORTHWEST OF A CROSSROAD AND TOP OF A GRADE, 45 FEET
 RL1041'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 144 FEET NORTHWEST
 RL1041'OF THE NORTHWEST END POST OF A GUARD RAIL, 17 FEET SOUTHWEST
 RL1041'OF A 26-INCH KNOTTY MAPLE TREE, NEAR THE NORTHWEST END OF A FILL,
 RL1041'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2.5 FEET BELOW
 RL1041'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1041'5 INCHES.
 RL1041
 RL1041                          STATION RECOVERY (1988)
 RL1041
 RL1041'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1041'RECOVERED IN GOOD CONDITION.
 RL1041
 RL1041                          STATION RECOVERY (2000)
 RL1041
 RL1041'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1041'7.8 MI SE OF WATERSMEET, 0.25 MI NW OF MILE MARKER NO.62.  FROM
 RL1041'JUNCTION OF US-45, FOLLOW US-2 SE 7.8 MI TO MARK ON LEFT.  70.5 FT NW
 RL1041'OF HWY REST AREA SIGN, 45.6 FT NW OF THE HWY C/L,  1.0 FT NE OF
 RL1041'WITNESS POST, 2.46 FT BELOW LEVEL WITH HWY 2 AND 0.3 FT ABOVE LEVEL
 RL1041'WITH GROUND.
 RL1041
 RL1041                          STATION RECOVERY (2005)
 RL1041
 RL1041'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0114 ***********************************************************************
 QK0114  DESIGNATION -  H 12
 QK0114  PID         -  QK0114
 QK0114  STATE/COUNTY-  MI/CHEBOYGAN
 QK0114  USGS QUAD   -  INDIAN RIVER (1986)
 QK0114
 QK0114                         *CURRENT SURVEY CONTROL
 QK0114  ___________________________________________________________________
 QK0114* NAD 83(1986)-  45 24 48.     (N)    084 36 40.     (W)     SCALED    
 QK0114* NAVD 88     -       187.822  (meters)     616.21   (feet)  ADJUSTED  
 QK0114  ___________________________________________________________________
 QK0114  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 QK0114  DYNAMIC HT  -         187.820 (meters)     616.21  (feet)  COMP
 QK0114  MODELED GRAV-     980,603.9   (mgal)                       NAVD 88
 QK0114
 QK0114  VERT ORDER  -  FIRST     CLASS I
 QK0114
 QK0114.The horizontal coordinates were scaled from a topographic map and have
 QK0114.an estimated accuracy of +/- 6 seconds.
 QK0114
 QK0114.The orthometric height was determined by differential leveling
 QK0114.and adjusted by the National Geodetic Survey in June 1991..
 QK0114
 QK0114.The geoid height was determined by GEOID03.
 QK0114
 QK0114.The dynamic height is computed by dividing the NAVD 88
 QK0114.geopotential number by the normal gravity value computed on the
 QK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0114.degrees latitude (g = 980.6199 gals.).
 QK0114
 QK0114.The modeled gravity was interpolated from observed gravity values.
 QK0114
 QK0114;                    North         East    Units  Estimated Accuracy
 QK0114;SPC MI C     -   233,010.    5,980,870.      MT  (+/- 180 meters Scaled)
 QK0114
 QK0114                          SUPERSEDED SURVEY CONTROL
 QK0114
 QK0114  NGVD 29 (??/??/92)  187.840  (m)          616.27   (f) ADJ UNCH    1 1
 QK0114
 QK0114.Superseded values are not recommended for survey control.
 QK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0114.See file dsdata.txt to determine how the superseded data were derived.
 QK0114
 QK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR869316(NAD 83)
 QK0114_MARKER: Q = CHISELED SQUARE
 QK0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0114_SP_SET: ABUTMENT
 QK0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0114
 QK0114  HISTORY     - Date     Condition        Report By
 QK0114  HISTORY     - 1916     MONUMENTED       CGS
 QK0114  HISTORY     - 1973     GOOD             USLS
 QK0114
 QK0114                          STATION DESCRIPTION
 QK0114
 QK0114'DESCRIBED BY US LAKE SURVEY 1973
 QK0114'AT INDIAN RIVER.
 QK0114'H 12 IS AT INDIAN RIVER, CHEBOYGAN COUNTY, MICHIGAN, EAST OF HWY.
 QK0114'M-27 BRIDGE OVER THE INDIAN RIVER AND ON NORTH ABUTMENT OF THE
 QK0114'PENN CENTRAL RAILROAD BRIDGE OVER THE INDIAN RIVER, 6.0 FEET
 QK0114'WEST OF THE WEST RAIL, 1.8 FEET SOUTH OF NORTH FACE AND 0.2
 QK0114'FEET NORTH OF SOUTH FACE OF ABUTMENT, BEING HIGHEST POINT IN
 QK0114'A 1-INCH SQUARE CHISELED IN TOP OF THE CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0224 ***********************************************************************
 QJ0224  DESIGNATION -  H 12 MI 77
 QJ0224  PID         -  QJ0224
 QJ0224  STATE/COUNTY-  MI/ALPENA
 QJ0224  USGS QUAD   -  MIDDLE ISLAND (1971)
 QJ0224
 QJ0224                         *CURRENT SURVEY CONTROL
 QJ0224  ___________________________________________________________________
 QJ0224* NAD 83(1994)-  45 08 31.26841(N)    083 18 58.37333(W)     ADJUSTED  
 QJ0224* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 QJ0224  ___________________________________________________________________
 QJ0224  LAPLACE CORR-          -1.84  (seconds)                    DEFLEC99
 QJ0224  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 QJ0224
 QJ0224  HORZ ORDER  -  THIRD
 QJ0224
 QJ0224.The horizontal coordinates were established by classical geodetic methods
 QJ0224.and adjusted by the National Geodetic Survey in February 1997..
 QJ0224
 QJ0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0224
 QJ0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0224
 QJ0224.The geoid height was determined by GEOID03.
 QJ0224
 QJ0224;                    North         East     Units Scale Factor Converg.
 QJ0224;SPC MI C     -   203,368.502 6,082,610.914   MT  0.99991870   +0 44 31.4
 QJ0224;SPC MI C     -   667,219.49 19,956,072.55   iFT  0.99991870   +0 44 31.4
 QJ0224;UTM  17      - 5,001,336.968   317,898.557   MT  1.00000776   -1 38 32.3
 QJ0224
 QJ0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0224!SPC MI C     -   0.99997798  x   0.99991870  =   0.99989668
 QJ0224!UTM  17      -   0.99997798  x   1.00000776  =   0.99998574
 QJ0224
 QJ0224:                Primary Azimuth Mark                     Grid Az
 QJ0224:SPC MI C     -  MISERY USLS                              165 33 18.9
 QJ0224:UTM  17      -  MISERY USLS                              167 56 22.6
 QJ0224
 QJ0224|---------------------------------------------------------------------|
 QJ0224| PID    Reference Object                     Distance      Geod. Az  |
 QJ0224|                                                           dddmmss.s |
 QJ0224| QJ0228 MISERY USLS                         APPROX. 6.0 KM 1661750.3 |
 QJ0224| QJ0223 H 12 PTA                              7.824 METERS 17615     |
 QJ0224| QJ0221 MIDDLE ISLAND LIGHTHOUSE            APPROX. 5.7 KM 3561315.8 |
 QJ0224|---------------------------------------------------------------------|
 QJ0224
 QJ0224                          SUPERSEDED SURVEY CONTROL
 QJ0224
 QJ0224  NAD 83(1986)-  45 08 31.26505(N)    083 18 58.37310(W) AD(       ) 3
 QJ0224  NAD 27      -  45 08 31.20844(N)    083 18 58.48861(W) AD(       ) 3
 QJ0224  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 QJ0224
 QJ0224.Superseded values are not recommended for survey control.
 QJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0224.See file dsdata.txt to determine how the superseded data were derived.
 QJ0224
 QJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1789901337(NAD 83)
 QJ0224_MARKER: DE = TRAVERSE STATION DISK
 QJ0224_SETTING: 66 = SET IN ROCK OUTCROP
 QJ0224_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 QJ0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0224+STABILITY: POSITION/ELEVATION WELL
 QJ0224
 QJ0224  HISTORY     - Date     Condition        Report By
 QJ0224  HISTORY     - 1979     MONUMENTED       NOS
 QJ0224
 QJ0224                          STATION DESCRIPTION
 QJ0224
 QJ0224'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0224'STATION IS LOCATED ON SOUTH NINE MILE POINT ON THE WEST
 QJ0224'SHORELINE OF LAKE HURON.
 QJ0224'
 QJ0224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23
 QJ0224'AND BLOOM ROAD WHICH IS APPROXIMATELY 5 MILES NORTH OF
 QJ0224'ALPENA, GO EAST ON BLOOM ROAD FOR 5.1 MILES TO A T INTER-
 QJ0224'SECTION. TURN LEFT AND GO NORTH ON NORTH POINT ROAD FOR
 QJ0224'0.1 MILE. TURN RIGHT AND GO EAST ON DIRT ROAD FOR 1.5 MILES
 QJ0224'TO A SHARP CURVE AND PARK. PACK EAST FOR ABOUT 300 FEET TO
 QJ0224'SHORELINE. THEN FOLLOW THE SHORELINE SOUTHERLY FOR ABOUT
 QJ0224'400 FEET AND THE AREA OF THE STATION.
 QJ0224'
 QJ0224'THE STATION IS A NOS DISK STAMPED---H 12 MI 77---,CEMENTED
 QJ0224'IN A DRILL HOLE IN A ROCK LEDGE. IT IS 63.85 FEET NORTH OF
 QJ0224'A U S L S DISK STAMPED NINE SOUTH NO 1 1910 1947S WHICH
 QJ0224'IS CEMENTED IN BEDROCK,105 FEET SOUTH OF A 4 INCH IRON PIPE
 QJ0224'THAT PROJECTS 6 INCHES , 26.8 FEET EAST OF A P.K.NAIL/WASHER
 QJ0224'IN A TREE, 21.1 FEET SOUTHEAST OF A P.K.NAIL/WASHER IN A
 QJ0224'TREE, AND 11.5 FEET NORTHEAST OF A THIRD P.K.NAIL/WASHER
 QJ0224'IN A THIRD TREE.
 QJ0224'
 QJ0224'HEIGHT OF LIGHT ABOVE STATION WAS 1.72 METERS.
 QJ0224'
 QJ0224'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0390 ***********************************************************************
 RL0390  DESIGNATION -  H 120
 RL0390  PID         -  RL0390
 RL0390  STATE/COUNTY-  MI/IRON
 RL0390  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0390
 RL0390                         *CURRENT SURVEY CONTROL
 RL0390  ___________________________________________________________________
 RL0390* NAD 83(1986)-  46 13 54.     (N)    088 58 09.     (W)     SCALED    
 RL0390* NAVD 88     -       512.592  (meters)    1681.73   (feet)  ADJUSTED  
 RL0390  ___________________________________________________________________
 RL0390  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RL0390  DYNAMIC HT  -         512.600 (meters)    1681.76  (feet)  COMP
 RL0390  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 RL0390
 RL0390  VERT ORDER  -  SECOND    CLASS 0
 RL0390
 RL0390.The horizontal coordinates were scaled from a topographic map and have
 RL0390.an estimated accuracy of +/- 6 seconds.
 RL0390
 RL0390.The orthometric height was determined by differential leveling
 RL0390.and adjusted by the National Geodetic Survey in June 1991..
 RL0390
 RL0390.The geoid height was determined by GEOID03.
 RL0390
 RL0390.The dynamic height is computed by dividing the NAVD 88
 RL0390.geopotential number by the normal gravity value computed on the
 RL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0390.degrees latitude (g = 980.6199 gals.).
 RL0390
 RL0390.The modeled gravity was interpolated from observed gravity values.
 RL0390
 RL0390;                    North         East    Units  Estimated Accuracy
 RL0390;SPC MI N     -   162,860.    7,848,130.      MT  (+/- 180 meters Scaled)
 RL0390
 RL0390                          SUPERSEDED SURVEY CONTROL
 RL0390
 RL0390  NGVD 29 (??/??/92)  512.609  (m)         1681.78   (f) ADJ UNCH    2 0
 RL0390
 RL0390.Superseded values are not recommended for survey control.
 RL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0390.See file dsdata.txt to determine how the superseded data were derived.
 RL0390
 RL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS481216(NAD 83)
 RL0390_MARKER: DB = BENCH MARK DISK
 RL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0390_STAMPING: H 120 1948
 RL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0390+STABILITY: SURFACE MOTION
 RL0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0390+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 RL0390
 RL0390  HISTORY     - Date     Condition        Report By
 RL0390  HISTORY     - 1948     MONUMENTED       CGS
 RL0390  HISTORY     - 20050419 GOOD             GEOCAC
 RL0390
 RL0390                          STATION DESCRIPTION
 RL0390
 RL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0390'12.8 MI E FROM WATERSMEET.
 RL0390'9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RL0390'U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 3.85 MILES NORTHEAST
 RL0390'ALONG A ROAD TO TAMARACK LAKE, ABOUT 0.8 MILE SOUTHEAST OF THE
 RL0390'JUNCTION OF A GRAVEL ROAD (OLD U.S. HIGHWAY 2), 65 FEET NORTHEAST
 RL0390'OF THE CENTER OF THE JUNCTION OF A TRAIL WEST, 35 FEET NORTHEAST
 RL0390'OF THE TOP OF A GRADE, 19 FEET EAST OF THE CENTER LINE OF THE
 RL0390'ROAD 6.5 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 10-INCH
 RL0390'MAPLE TREE, 2.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0390'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0390'POST PROJECTING 5 INCHES.
 RL0390
 RL0390                          STATION RECOVERY (2005)
 RL0390
 RL0390'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0390'NAD 83(1986)-  46 13 53.5  (N)    088 58 10.4  (W)    HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0342 ***********************************************************************
 RL0342  DESIGNATION -  H 122
 RL0342  PID         -  RL0342
 RL0342  STATE/COUNTY-  MI/ONTONAGON
 RL0342  USGS QUAD   -  
 RL0342
 RL0342                         *CURRENT SURVEY CONTROL
 RL0342  ___________________________________________________________________
 RL0342* NAD 83(1986)-  46 23 48.     (N)    088 59 30.     (W)     SCALED    
 RL0342* NAVD 88     -       482.594  (meters)    1583.31   (feet)  ADJUSTED  
 RL0342  ___________________________________________________________________
 RL0342  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 RL0342  DYNAMIC HT  -         482.602 (meters)    1583.34  (feet)  COMP
 RL0342  MODELED GRAV-     980,615.7   (mgal)                       NAVD 88
 RL0342
 RL0342  VERT ORDER  -  SECOND    CLASS 0
 RL0342
 RL0342.The horizontal coordinates were scaled from a topographic map and have
 RL0342.an estimated accuracy of +/- 6 seconds.
 RL0342
 RL0342.The orthometric height was determined by differential leveling
 RL0342.and adjusted by the National Geodetic Survey in June 1991..
 RL0342
 RL0342.The geoid height was determined by GEOID03.
 RL0342
 RL0342.The dynamic height is computed by dividing the NAVD 88
 RL0342.geopotential number by the normal gravity value computed on the
 RL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0342.degrees latitude (g = 980.6199 gals.).
 RL0342
 RL0342.The modeled gravity was interpolated from observed gravity values.
 RL0342
 RL0342;                    North         East    Units  Estimated Accuracy
 RL0342;SPC MI N     -   181,240.    7,846,860.      MT  (+/- 180 meters Scaled)
 RL0342
 RL0342                          SUPERSEDED SURVEY CONTROL
 RL0342
 RL0342  NGVD 29 (??/??/92)  482.606  (m)         1583.35   (f) ADJ UNCH    2 0
 RL0342
 RL0342.Superseded values are not recommended for survey control.
 RL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0342.See file dsdata.txt to determine how the superseded data were derived.
 RL0342
 RL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS468400(NAD 83)
 RL0342_MARKER: DB = BENCH MARK DISK
 RL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0342_STAMPING: H 122 1948
 RL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0342+STABILITY: SURFACE MOTION
 RL0342
 RL0342  HISTORY     - Date     Condition        Report By
 RL0342  HISTORY     - 1948     MONUMENTED       CGS
 RL0342  HISTORY     - 1975     POOR             USFS
 RL0342
 RL0342                          STATION DESCRIPTION
 RL0342
 RL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0342'5 MI SE FROM CALDERWOOD.
 RL0342'5.0 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 RL0342'ROAD JUNCTION AT CALDERWOOD, NEAR THE WEST CORNER OF A TRIANGLE
 RL0342'FORKED BY THE JUNCTION OF A ROAD NORTH TO TROUT CREEK, 28 FEET
 RL0342'NORTHEAST OF THE SOUTHWEST SIDE OF TRIANGLE (CENTER LINE OF ROAD),
 RL0342'57 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEG OF
 RL0342'TROUT CREEK ROAD, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0342'NORTHWEST LEG OF TROUT CREEK ROAD, 2 FEET NORTHEAST OF A WHITE
 RL0342'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0342'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0342
 RL0342                          STATION RECOVERY (1975)
 RL0342
 RL0342'RECOVERY NOTE BY US FOREST SERVICE 1975
 RL0342'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0352 ***********************************************************************
 RL0352  DESIGNATION -  H 123
 RL0352  PID         -  RL0352
 RL0352  STATE/COUNTY-  MI/IRON
 RL0352  USGS QUAD   -  
 RL0352
 RL0352                         *CURRENT SURVEY CONTROL
 RL0352  ___________________________________________________________________
 RL0352* NAD 83(1986)-  46 24 19.     (N)    088 54 21.     (W)     SCALED    
 RL0352* NAVD 88     -       479.303  (meters)    1572.51   (feet)  ADJUSTED  
 RL0352  ___________________________________________________________________
 RL0352  GEOID HEIGHT-         -31.96  (meters)                     GEOID03
 RL0352  DYNAMIC HT  -         479.314 (meters)    1572.55  (feet)  COMP
 RL0352  MODELED GRAV-     980,621.5   (mgal)                       NAVD 88
 RL0352
 RL0352  VERT ORDER  -  SECOND    CLASS 0
 RL0352
 RL0352.The horizontal coordinates were scaled from a topographic map and have
 RL0352.an estimated accuracy of +/- 6 seconds.
 RL0352
 RL0352.The orthometric height was determined by differential leveling
 RL0352.and adjusted by the National Geodetic Survey in June 1991..
 RL0352
 RL0352.The geoid height was determined by GEOID03.
 RL0352
 RL0352.The dynamic height is computed by dividing the NAVD 88
 RL0352.geopotential number by the normal gravity value computed on the
 RL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0352.degrees latitude (g = 980.6199 gals.).
 RL0352
 RL0352.The modeled gravity was interpolated from observed gravity values.
 RL0352
 RL0352;                    North         East    Units  Estimated Accuracy
 RL0352;SPC MI N     -   182,030.    7,853,480.      MT  (+/- 180 meters Scaled)
 RL0352
 RL0352                          SUPERSEDED SURVEY CONTROL
 RL0352
 RL0352  NGVD 29 (??/??/92)  479.316  (m)         1572.56   (f) ADJ UNCH    2 0
 RL0352
 RL0352.Superseded values are not recommended for survey control.
 RL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0352.See file dsdata.txt to determine how the superseded data were derived.
 RL0352
 RL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS535408(NAD 83)
 RL0352_MARKER: DB = BENCH MARK DISK
 RL0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0352_STAMPING: H 123 1948
 RL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0352+STABILITY: SURFACE MOTION
 RL0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0352+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0352
 RL0352  HISTORY     - Date     Condition        Report By
 RL0352  HISTORY     - 1948     MONUMENTED       CGS
 RL0352  HISTORY     - 19970625 GOOD             USPSQD
 RL0352  HISTORY     - 20020613 GOOD             USPSQD
 RL0352  HISTORY     - 20040526 GOOD             GEOCAC
 RL0352
 RL0352                          STATION DESCRIPTION
 RL0352
 RL0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0352'6.6 MI SW FROM KENTON.
 RL0352'6.05 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM THE
 RL0352'POST OFFICE AT KENTON, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG
 RL0352'A GRAVEL ROAD, 0.45 MILE NORTHEAST OF A WOODEN BRIDGE OVER A
 RL0352'CREEK, 45 YARDS WEST OF THE TOP OF A GRADE AND AT THE WEST END
 RL0352'OF A SANDY CUT, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 RL0352'6 FEET NORTH OF THE NORTH ROW OF PLANTED JACK PINES, 2 FEET
 RL0352'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0352'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0352
 RL0352                          STATION RECOVERY (1997)
 RL0352
 RL0352'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0352'RECOVERED IN GOOD CONDITION.
 RL0352
 RL0352                          STATION RECOVERY (2002)
 RL0352
 RL0352'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0352'RECOVERED IN GOOD CONDITION.
 RL0352
 RL0352                          STATION RECOVERY (2004)
 RL0352
 RL0352'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0352'DGPS POSITION
 RL0352'NAD 83 -  46 24 19.0 (N) -  088 54 22.7 (W) GARMIN GPS V
 RL0352' 
 RL0352'1 FT NORTH OF AN EXISTING METAL WITNESS POST WITH SIGN ATTACHED.
 RL0352' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0417 ***********************************************************************
 RL0417  DESIGNATION -  H 124
 RL0417  PID         -  RL0417
 RL0417  STATE/COUNTY-  MI/IRON
 RL0417  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0417
 RL0417                         *CURRENT SURVEY CONTROL
 RL0417  ___________________________________________________________________
 RL0417* NAD 83(1986)-  46 06 21.     (N)    088 51 49.     (W)     SCALED    
 RL0417* NAVD 88     -       502.407  (meters)    1648.31   (feet)  ADJUSTED  
 RL0417  ___________________________________________________________________
 RL0417  GEOID HEIGHT-         -31.71  (meters)                     GEOID03
 RL0417  DYNAMIC HT  -         502.412 (meters)    1648.33  (feet)  COMP
 RL0417  MODELED GRAV-     980,608.4   (mgal)                       NAVD 88
 RL0417
 RL0417  VERT ORDER  -  SECOND    CLASS 0
 RL0417
 RL0417.The horizontal coordinates were scaled from a topographic map and have
 RL0417.an estimated accuracy of +/- 6 seconds.
 RL0417
 RL0417.The orthometric height was determined by differential leveling
 RL0417.and adjusted by the National Geodetic Survey in June 1991..
 RL0417
 RL0417.The geoid height was determined by GEOID03.
 RL0417
 RL0417.The dynamic height is computed by dividing the NAVD 88
 RL0417.geopotential number by the normal gravity value computed on the
 RL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0417.degrees latitude (g = 980.6199 gals.).
 RL0417
 RL0417.The modeled gravity was interpolated from observed gravity values.
 RL0417
 RL0417;                    North         East    Units  Estimated Accuracy
 RL0417;SPC MI N     -   148,680.    7,855,940.      MT  (+/- 180 meters Scaled)
 RL0417
 RL0417                          SUPERSEDED SURVEY CONTROL
 RL0417
 RL0417  NGVD 29 (??/??/92)  502.418  (m)         1648.35   (f) ADJ UNCH    2 0
 RL0417
 RL0417.Superseded values are not recommended for survey control.
 RL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0417.See file dsdata.txt to determine how the superseded data were derived.
 RL0417
 RL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS559074(NAD 83)
 RL0417_MARKER: DB = BENCH MARK DISK
 RL0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0417_STAMPING: H 124 1948
 RL0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0417+STABILITY: SURFACE MOTION
 RL0417
 RL0417  HISTORY     - Date     Condition        Report By
 RL0417  HISTORY     - 1948     MONUMENTED       CGS
 RL0417  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0417  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0417  HISTORY     - 20050428 MARK NOT FOUND   GEOCAC
 RL0417
 RL0417                          STATION DESCRIPTION
 RL0417
 RL0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0417'7.4 MI SW FROM BEECHWOOD.
 RL0417'7.35 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING OF
 RL0417'THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT 0.2
 RL0417'MILE NORTHEAST OF PENDELTON CREEK, ABOUT 50 YARDS SOUTHWEST OF
 RL0417'A CURVE SOUTHWEST AND EAST, AT THE SOUTHWEST END OF A 14-FOOT
 RL0417'CUT AND AT THE JUNCTION OF A TRAIL NORTHWEST, 44 FEET NORTHWEST
 RL0417'OF THE CENTER LINE OF THE ROAD, 16 FEET SOUTHWEST OF THE CENTER
 RL0417'LINE OF THE TRAIL NORTHWEST, 2.5 FEET NORTHWEST OF A WHITE
 RL0417'WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP
 RL0417'OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0417
 RL0417                          STATION RECOVERY (1978)
 RL0417
 RL0417'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0417'MARK NOT FOUND.
 RL0417
 RL0417                          STATION RECOVERY (2002)
 RL0417
 RL0417'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0417'MARK NOT FOUND.
 RL0417
 RL0417                          STATION RECOVERY (2005)
 RL0417
 RL0417'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0417'THE AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0254 ***********************************************************************
 RL0254  DESIGNATION -  H 125
 RL0254  PID         -  RL0254
 RL0254  STATE/COUNTY-  MI/IRON
 RL0254  USGS QUAD   -  AMASA (1975)
 RL0254
 RL0254                         *CURRENT SURVEY CONTROL
 RL0254  ___________________________________________________________________
 RL0254* NAD 83(1986)-  46 12 02.     (N)    088 29 24.     (W)     SCALED    
 RL0254* NAVD 88     -       447.288  (meters)    1467.48   (feet)  ADJUSTED  
 RL0254  ___________________________________________________________________
 RL0254  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 RL0254  DYNAMIC HT  -         447.298 (meters)    1467.51  (feet)  COMP
 RL0254  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RL0254
 RL0254  VERT ORDER  -  SECOND    CLASS 0
 RL0254
 RL0254.The horizontal coordinates were scaled from a topographic map and have
 RL0254.an estimated accuracy of +/- 6 seconds.
 RL0254
 RL0254.The orthometric height was determined by differential leveling
 RL0254.and adjusted by the National Geodetic Survey in June 1991..
 RL0254
 RL0254.The geoid height was determined by GEOID03.
 RL0254
 RL0254.The dynamic height is computed by dividing the NAVD 88
 RL0254.geopotential number by the normal gravity value computed on the
 RL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0254.degrees latitude (g = 980.6199 gals.).
 RL0254
 RL0254.The modeled gravity was interpolated from observed gravity values.
 RL0254
 RL0254;                    North         East    Units  Estimated Accuracy
 RL0254;SPC MI N     -   158,600.    7,885,020.      MT  (+/- 180 meters Scaled)
 RL0254
 RL0254                          SUPERSEDED SURVEY CONTROL
 RL0254
 RL0254  NGVD 29 (??/??/92)  447.276  (m)         1467.44   (f) ADJ UNCH    2 0
 RL0254
 RL0254.Superseded values are not recommended for survey control.
 RL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0254.See file dsdata.txt to determine how the superseded data were derived.
 RL0254
 RL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS850174(NAD 83)
 RL0254_MARKER: DB = BENCH MARK DISK
 RL0254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0254_STAMPING: H 125 1948
 RL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0254+STABILITY: SURFACE MOTION
 RL0254
 RL0254  HISTORY     - Date     Condition        Report By
 RL0254  HISTORY     - 1948     MONUMENTED       CGS
 RL0254
 RL0254                          STATION DESCRIPTION
 RL0254
 RL0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0254'3.3 MI SW FROM AMASA.
 RL0254'3.3 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM THE JUNCTION
 RL0254'OF U.S. HIGHWAY 141 AT AMASA, ABOUT 0.95 MILE SOUTHWEST OF THE
 RL0254'JUNCTION OF A GRAVEL ROAD WEST, AT THE TOP OF A GRADE, ABOUT
 RL0254'0.15 MILE EAST OF A CURVE EAST AND SOUTHWEST, 32 FEET NORTH
 RL0254'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WHITE
 RL0254'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 RL0254'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0369 ***********************************************************************
 RL0369  DESIGNATION -  H 126
 RL0369  PID         -  RL0369
 RL0369  STATE/COUNTY-  MI/IRON
 RL0369  USGS QUAD   -  PERCH LAKE (1985)
 RL0369
 RL0369                         *CURRENT SURVEY CONTROL
 RL0369  ___________________________________________________________________
 RL0369* NAD 83(1986)-  46 19 05.     (N)    088 41 12.     (W)     SCALED    
 RL0369* NAVD 88     -       471.753  (meters)    1547.74   (feet)  ADJUSTED  
 RL0369  ___________________________________________________________________
 RL0369  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 RL0369  DYNAMIC HT  -         471.765 (meters)    1547.78  (feet)  COMP
 RL0369  MODELED GRAV-     980,626.0   (mgal)                       NAVD 88
 RL0369
 RL0369  VERT ORDER  -  SECOND    CLASS 0
 RL0369
 RL0369.The horizontal coordinates were scaled from a topographic map and have
 RL0369.an estimated accuracy of +/- 6 seconds.
 RL0369
 RL0369.The orthometric height was determined by differential leveling
 RL0369.and adjusted by the National Geodetic Survey in June 1991..
 RL0369
 RL0369.The geoid height was determined by GEOID03.
 RL0369
 RL0369.The dynamic height is computed by dividing the NAVD 88
 RL0369.geopotential number by the normal gravity value computed on the
 RL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0369.degrees latitude (g = 980.6199 gals.).
 RL0369
 RL0369.The modeled gravity was interpolated from observed gravity values.
 RL0369
 RL0369;                    North         East    Units  Estimated Accuracy
 RL0369;SPC MI N     -   171,960.    7,870,120.      MT  (+/- 180 meters Scaled)
 RL0369
 RL0369                          SUPERSEDED SURVEY CONTROL
 RL0369
 RL0369  NGVD 29 (??/??/92)  471.755  (m)         1547.75   (f) ADJ UNCH    2 0
 RL0369
 RL0369.Superseded values are not recommended for survey control.
 RL0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0369.See file dsdata.txt to determine how the superseded data were derived.
 RL0369
 RL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS701307(NAD 83)
 RL0369_MARKER: DB = BENCH MARK DISK
 RL0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0369_STAMPING: H 126 1948
 RL0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0369+STABILITY: SURFACE MOTION
 RL0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0369+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 RL0369
 RL0369  HISTORY     - Date     Condition        Report By
 RL0369  HISTORY     - 1948     MONUMENTED       CGS
 RL0369  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0369  HISTORY     - 20040812 GOOD             GEOCAC
 RL0369
 RL0369                          STATION DESCRIPTION
 RL0369
 RL0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0369'8.4 MI N FROM GIBBS CITY.
 RL0369'8.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0369'JUNCTION OF COUNTY HIGHWAY 657 AT GIBBS CITY, AT THE OUTSIDE
 RL0369'OF A CURVE WITH TANGENTS NORTH AND SOUTHEAST, 43 FEET SOUTHWEST
 RL0369'OF THE CENTER LINE OF THE ROAD, 217 FEET SOUTH OF THE WEST END
 RL0369'OF A 24-INCH PIPE CULVERT AT THE BOTTOM OF GRADES, 20 FEET
 RL0369'NORTHEAST OF A 16-INCH BALSAM TREE, 30 FEET SOUTHEAST OF A
 RL0369'4 BY 3 BY 1 1/2-FOOT BOULDER, 19 FEET WEST OF A TRIANGULAR
 RL0369'BLAZED 10-INCH ASPEN TREE, 2.5 FEET NORTH OF A WHITE WOODEN
 RL0369'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0369'CONCRETE POST PROJECTING 4 INCHES.
 RL0369
 RL0369                          STATION RECOVERY (1997)
 RL0369
 RL0369'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0369'MARK NOT FOUND.
 RL0369
 RL0369                          STATION RECOVERY (2004)
 RL0369
 RL0369'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0369'NAD 83 -  46 19 06.1 (N) -  088 41 11.8 (W) GARMIN GPS V
 RL0369' 
 RL0369'ABOUT 8.35 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0369'JUNCTION OF COUNTY RD 657 AT GIBBS CITY, AT THE OUTSIDE OF A CURVE
 RL0369'WITH TANGENTS NORTH AND SOUTHEAST.
 RL0369' 
 RL0369'IT 43 FEET SW OF THE CENTER LINE OF THE ROAD, 30 FT SE OF THE SE FACE
 RL0369'OF 4 X 3 X 1.5 FT HIGH BOULDER WEDGED BETWEEN TO MAPLE TREES, 10 FT
 RL0369'SOUTH OF A 1.5 X 2 X 1 FT HIGH BOULDER WITH A PAINTED 'X' ON TOP, 8 FT
 RL0369'WEST OF A PROMINENT 30-INCH ASPEN TREE, 2.5 FT NORTH OF A MWP.
 RL0369' 
 RL0369'NOTE-AREA IS INUNDATED WITH SMALL SURFACE ROCKS
 RL0369' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0257 ***********************************************************************
 RL0257  DESIGNATION -  H 127
 RL0257  PID         -  RL0257
 RL0257  STATE/COUNTY-  MI/IRON
 RL0257  USGS QUAD   -  DRUMMOND LAKE (1985)
 RL0257
 RL0257                         *CURRENT SURVEY CONTROL
 RL0257  ___________________________________________________________________
 RL0257* NAD 83(1986)-  46 23 17.     (N)    088 29 42.     (W)     SCALED    
 RL0257* NAVD 88     -       458.680  (meters)    1504.85   (feet)  ADJUSTED  
 RL0257  ___________________________________________________________________
 RL0257  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 RL0257  DYNAMIC HT  -         458.701 (meters)    1504.92  (feet)  COMP
 RL0257  MODELED GRAV-     980,646.0   (mgal)                       NAVD 88
 RL0257
 RL0257  VERT ORDER  -  SECOND    CLASS 0
 RL0257
 RL0257.The horizontal coordinates were scaled from a topographic map and have
 RL0257.an estimated accuracy of +/- 6 seconds.
 RL0257
 RL0257.The orthometric height was determined by differential leveling
 RL0257.and adjusted by the National Geodetic Survey in June 1991..
 RL0257
 RL0257.The geoid height was determined by GEOID03.
 RL0257
 RL0257.The dynamic height is computed by dividing the NAVD 88
 RL0257.geopotential number by the normal gravity value computed on the
 RL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0257.degrees latitude (g = 980.6199 gals.).
 RL0257
 RL0257.The modeled gravity was interpolated from observed gravity values.
 RL0257
 RL0257;                    North         East    Units  Estimated Accuracy
 RL0257;SPC MI N     -   179,440.    7,885,020.      MT  (+/- 180 meters Scaled)
 RL0257
 RL0257                          SUPERSEDED SURVEY CONTROL
 RL0257
 RL0257  NGVD 29 (??/??/92)  458.670  (m)         1504.82   (f) ADJ UNCH    2 0
 RL0257
 RL0257.Superseded values are not recommended for survey control.
 RL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0257.See file dsdata.txt to determine how the superseded data were derived.
 RL0257
 RL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS850382(NAD 83)
 RL0257_MARKER: DB = BENCH MARK DISK
 RL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0257_STAMPING: H 127 1948
 RL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0257+STABILITY: SURFACE MOTION
 RL0257
 RL0257  HISTORY     - Date     Condition        Report By
 RL0257  HISTORY     - 1948     MONUMENTED       CGS
 RL0257  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0257
 RL0257                          STATION DESCRIPTION
 RL0257
 RL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0257'1.9 MI NE FROM PARK SIDING.
 RL0257'1.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE CHICAGO,
 RL0257'MILWAUKEE, ST. PAUL AND PACIFIC RAILWAY STATION AT PARK SIDING,
 RL0257'ABOUT 0.5 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 141, ABOUT
 RL0257'0.4 MILE EAST OF A BRIDGE OVER WEST NETT RIVER, 32 FEET NORTH
 RL0257'OF THE CENTER LINE OF THE ROAD, 68 FEET WEST-NORTHWEST OF A
 RL0257'SMALL SAND PIT ON SOUTH SIDE OF ROAD, 7 FEET SOUTHWEST OF A
 RL0257'TRIANGULAR BLAZED 10-INCH SPRUCE TREE, 0.5 FOOT BELOW THE ROAD
 RL0257'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0257'MARK MAY BE REACHED FROM COVINGTON, BARAGA COUNTY BY GOING
 RL0257'11.75 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE DULUTH, SOUTH
 RL0257'SHORE AND ATLANTIC RAILWAY STATION, THENCE ABOUT 0.5 MILE WEST
 RL0257'ALONG A GRAVEL ROAD TO PARK SIDING.
 RL0257
 RL0257                          STATION RECOVERY (1982)
 RL0257
 RL0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0665 ***********************************************************************
 RL0665  DESIGNATION -  H 128
 RL0665  PID         -  RL0665
 RL0665  STATE/COUNTY-  MI/BARAGA
 RL0665  USGS QUAD   -  COVINGTON (1985)
 RL0665
 RL0665                         *CURRENT SURVEY CONTROL
 RL0665  ___________________________________________________________________
 RL0665* NAD 83(1986)-  46 34 44.     (N)    088 31 56.     (W)     SCALED    
 RL0665* NAVD 88     -       433.395  (meters)    1421.90   (feet)  ADJUSTED  
 RL0665  ___________________________________________________________________
 RL0665  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 RL0665  DYNAMIC HT  -         433.406 (meters)    1421.93  (feet)  COMP
 RL0665  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 RL0665
 RL0665  VERT ORDER  -  SECOND    CLASS 0
 RL0665
 RL0665.The horizontal coordinates were scaled from a topographic map and have
 RL0665.an estimated accuracy of +/- 6 seconds.
 RL0665
 RL0665.The orthometric height was determined by differential leveling
 RL0665.and adjusted by the National Geodetic Survey in June 1991..
 RL0665
 RL0665.The geoid height was determined by GEOID03.
 RL0665
 RL0665.The dynamic height is computed by dividing the NAVD 88
 RL0665.geopotential number by the normal gravity value computed on the
 RL0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0665.degrees latitude (g = 980.6199 gals.).
 RL0665
 RL0665.The modeled gravity was interpolated from observed gravity values.
 RL0665
 RL0665;                    North         East    Units  Estimated Accuracy
 RL0665;SPC MI N     -   200,700.    7,882,570.      MT  (+/- 180 meters Scaled)
 RL0665
 RL0665                          SUPERSEDED SURVEY CONTROL
 RL0665
 RL0665  NGVD 29 (??/??/92)  433.373  (m)         1421.82   (f) ADJ UNCH    2 0
 RL0665
 RL0665.Superseded values are not recommended for survey control.
 RL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0665.See file dsdata.txt to determine how the superseded data were derived.
 RL0665
 RL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS826595(NAD 83)
 RL0665_MARKER: DB = BENCH MARK DISK
 RL0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0665_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0665_STAMPING: H 128 1948
 RL0665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0665+STABILITY: SURFACE MOTION
 RL0665
 RL0665  HISTORY     - Date     Condition        Report By
 RL0665  HISTORY     - 1948     MONUMENTED       CGS
 RL0665  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0665  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0665  HISTORY     - 19920820 MARK NOT FOUND   USPSQD
 RL0665  HISTORY     - 20040711 MARK NOT FOUND   GEOCAC
 RL0665
 RL0665                          STATION DESCRIPTION
 RL0665
 RL0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0665'2.8 MI NW FROM COVINGTON.
 RL0665'0.75 MILES NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION
 RL0665'AT COVINGTON, THENCE 2.05 MILE NORTH ALONG A GRAVEL ROAD, AT
 RL0665'THE FOOT OF A GRADE AND AT A TURN IN THE ROAD WITH TANGENTS
 RL0665'EXTENDING EAST AND SOUTH, 0.25 MILE NORTH OF A SMALL CEMETERY,
 RL0665'28 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE ROAD EAST,
 RL0665'20 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 15 FEET
 RL0665'SOUTH OF THE SOUTH POST OF A GATE, 2 1/2 FEET EAST OF A FENCE
 RL0665'LINE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0665'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 RL0665'3 INCHES.
 RL0665
 RL0665                          STATION RECOVERY (1982)
 RL0665
 RL0665'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0665'MARK NOT FOUND.
 RL0665
 RL0665                          STATION RECOVERY (1985)
 RL0665
 RL0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0665'MARK NOT FOUND.
 RL0665
 RL0665                          STATION RECOVERY (1992)
 RL0665
 RL0665'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL0665'MARK NOT FOUND.
 RL0665
 RL0665                          STATION RECOVERY (2004)
 RL0665
 RL0665'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0665'THE SITE LOCATION IS ALL TORN UP FROM BRUSH CLEARING AND ROAD
 RL0665'DITCHING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0656 ***********************************************************************
 RL0656  DESIGNATION -  H 129
 RL0656  PID         -  RL0656
 RL0656  STATE/COUNTY-  MI/BARAGA
 RL0656  USGS QUAD   -  BARAGA PLAINS (1985)
 RL0656
 RL0656                         *CURRENT SURVEY CONTROL
 RL0656  ___________________________________________________________________
 RL0656* NAD 83(1986)-  46 44 12.     (N)    088 34 02.     (W)     SCALED    
 RL0656* NAVD 88     -       248.203  (meters)     814.31   (feet)  ADJUSTED  
 RL0656  ___________________________________________________________________
 RL0656  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 RL0656  DYNAMIC HT  -         248.215 (meters)     814.35  (feet)  COMP
 RL0656  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 RL0656
 RL0656  VERT ORDER  -  SECOND    CLASS 0
 RL0656
 RL0656.The horizontal coordinates were scaled from a topographic map and have
 RL0656.an estimated accuracy of +/- 6 seconds.
 RL0656
 RL0656.The orthometric height was determined by differential leveling
 RL0656.and adjusted by the National Geodetic Survey in June 1991..
 RL0656
 RL0656.The geoid height was determined by GEOID03.
 RL0656
 RL0656.The dynamic height is computed by dividing the NAVD 88
 RL0656.geopotential number by the normal gravity value computed on the
 RL0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0656.degrees latitude (g = 980.6199 gals.).
 RL0656
 RL0656.The modeled gravity was interpolated from observed gravity values.
 RL0656
 RL0656;                    North         East    Units  Estimated Accuracy
 RL0656;SPC MI N     -   218,290.    7,880,240.      MT  (+/- 180 meters Scaled)
 RL0656
 RL0656                          SUPERSEDED SURVEY CONTROL
 RL0656
 RL0656  NGVD 29 (??/??/92)  248.177  (m)          814.23   (f) ADJ UNCH    2 0
 RL0656
 RL0656.Superseded values are not recommended for survey control.
 RL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0656.See file dsdata.txt to determine how the superseded data were derived.
 RL0656
 RL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS802770(NAD 83)
 RL0656_MARKER: DB = BENCH MARK DISK
 RL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0656_STAMPING: H 129 1948
 RL0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0656+STABILITY: SURFACE MOTION
 RL0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0656+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2004
 RL0656
 RL0656  HISTORY     - Date     Condition        Report By
 RL0656  HISTORY     - 1948     MONUMENTED       CGS
 RL0656  HISTORY     - 20040518 GOOD             GEOCAC
 RL0656
 RL0656                          STATION DESCRIPTION
 RL0656
 RL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0656'4.2 MI SW FROM BARAGA.
 RL0656'4.15 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0656'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF THE BARAGA STATE PARK
 RL0656'AT BARAGA, ABOUT 0.45 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 RL0656'WEST TO SIDNAW, ABOUT 1.0 MILE NORTHEAST OF THE JUNCTION OF A
 RL0656'ROAD SOUTHEAST TO KELLY LAKE, 38 FEET NORTH OF THE CENTER LINE
 RL0656'OF THE ROAD, 28.5 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 RL0656'14-INCH JACK PINE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0656'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0656'POST PROJECTING 4 INCHES.
 RL0656
 RL0656                          STATION RECOVERY (2004)
 RL0656
 RL0656'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0656'NAD 83 -  46 4 09.8 (N) -  088 34 04.6 (W) GARMIN GPS V
 RL0656' 
 RL0656' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0284 ***********************************************************************
 QJ0284  DESIGNATION -  H 13 MI 79
 QJ0284  PID         -  QJ0284
 QJ0284  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0284  USGS QUAD   -  ADAMS POINT (1971)
 QJ0284
 QJ0284                         *CURRENT SURVEY CONTROL
 QJ0284  ___________________________________________________________________
 QJ0284* NAD 83(1994)-  45 24 47.82380(N)    083 42 49.25150(W)     ADJUSTED  
 QJ0284* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 QJ0284  ___________________________________________________________________
 QJ0284  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 QJ0284  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QJ0284
 QJ0284  HORZ ORDER  -  THIRD
 QJ0284
 QJ0284.The horizontal coordinates were established by classical geodetic methods
 QJ0284.and adjusted by the National Geodetic Survey in February 1997..
 QJ0284
 QJ0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0284
 QJ0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0284
 QJ0284.The geoid height was determined by GEOID03.
 QJ0284
 QJ0284;                    North         East     Units Scale Factor Converg.
 QJ0284;SPC MI C     -   233,184.869 6,051,111.085   MT  0.99994632   +0 27 40.6
 QJ0284;SPC MI C     -   765,042.22 19,852,726.66   iFT  0.99994632   +0 27 40.6
 QJ0284;UTM  17      - 5,032,445.222   287,664.630   MT  1.00015437   -1 56 00.1
 QJ0284
 QJ0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0284!SPC MI C     -   0.99997794  x   0.99994632  =   0.99992426
 QJ0284!UTM  17      -   0.99997794  x   1.00015437  =   1.00013231
 QJ0284
 QJ0284                          SUPERSEDED SURVEY CONTROL
 QJ0284
 QJ0284  NAD 83(1986)-  45 24 47.81506(N)    083 42 49.25285(W) AD(       ) 3
 QJ0284  NAD 27      -  45 24 47.76499(N)    083 42 49.28006(W) AD(       ) 3
 QJ0284  NGVD 29 (07/19/86)  177.7    (m)          583.     (f) VERT ANG       
 QJ0284
 QJ0284.Superseded values are not recommended for survey control.
 QJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0284.See file dsdata.txt to determine how the superseded data were derived.
 QJ0284
 QJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8766532445(NAD 83)
 QJ0284_MARKER: DE = TRAVERSE STATION DISK
 QJ0284_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0284_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0284
 QJ0284  HISTORY     - Date     Condition        Report By
 QJ0284  HISTORY     - 1979     MONUMENTED       NOS
 QJ0284
 QJ0284                          STATION DESCRIPTION
 QJ0284
 QJ0284'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0284'THE STATION IS LOCATED EAST OF ROGERS CITY ON US STEEL
 QJ0284'CORP.CALCITE PLANT. THE AREA OF THE STATION IS COMMONLY
 QJ0284'CALLED ADAMS POINT.
 QJ0284'
 QJ0284'TO REACH THE STATION FROM THE MAIN GATE AT THE CALCITE PLANT
 QJ0284'PROCEED THROUGH THE GATE ,UNDER THE OVERPASS TO A Y INTERSECT-
 QJ0284'ION. TAKE THE Y TO THE RIGHT AND FOLLOW THE GRAVEL ROAD AROUND
 QJ0284'THE CALCITE PLANT. AT 0.75 MILES PAST THE Y ANOTHER Y TAKES
 QJ0284'PLACE. TAKE THIS Y TO THE LEFT AND PROCEED FOR 2.20 MILES OVER
 QJ0284'A SMALL WOODEN BRIDGE TO A T INTERSECTION. TAKE THE ROAD TO THE
 QJ0284'RIGHT AND CONTINUE ON FOR 1,40 MILES, THROUGH A OLD GATE, TO A
 QJ0284'SMALL NARROWER DIRT ROAD ON THE LEFT. TURN LEFT AND FOLLOW
 QJ0284'THE WINDING DIRT ROAD FOR 3.20 MILES AND THE AREA OF THE STATION
 QJ0284'ON THE LEFT. THE ROADS IN THIS AREA ARE SUBJECT TO CHANGE
 QJ0284'BUT SHOULD SUPPORT 2-WHEEL DRIVE VEHICLES ALL YEAR AROUND.
 QJ0284'THE CALCITE PLANT MAINT. CREWS CAN CHANGE THE LOCATION OF THE
 QJ0284'ROADS AND SOMETIMES DO.
 QJ0284'
 QJ0284'THE STATION IS A STANDARD ALUMINUM NOS DISK SET ON TOP OF A 42
 QJ0284'INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND SECURED
 QJ0284'IN A MASS OF CONCRETE. THE STA.IS STAMPED---H 13 MI 79---,
 QJ0284'AND IS 139.0 FEET NORTHWEST OF A PROMINENT 5 FOOT BY
 QJ0284'5 FOOT BOULDER, 59.1 FEET NORTHEAST OF A P.K.NAIL
 QJ0284'IN THE WEST SIDE OF A 12 INCH DIA. BIRCH, 38.4 FEET NORTHWEST
 QJ0284'OF A P.K.NAIL SET ON ONE OF A GROUP OF SMALL CEDAR TREES,
 QJ0284'30.0 FEET FROM THE EXISTING WATERS EDGE, AND 18.49 FEET
 QJ0284'NORTH OF A NOS WITNESS POST SIGN WHICH IS NAILED TO A
 QJ0284'8 INCH DIA,CEDAR.
 QJ0284'
 QJ0284'HEIGHT OF LIGHT ABOVE STATION WAS 1.13 METERS.
 QJ0284'
 QJ0284'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0025 ***********************************************************************
 OJ0025  DESIGNATION -  H 13 USLS
 OJ0025  PID         -  OJ0025
 OJ0025  STATE/COUNTY-  MI/ST CLAIR
 OJ0025  USGS QUAD   -  LAKEPORT (1976)
 OJ0025
 OJ0025                         *CURRENT SURVEY CONTROL
 OJ0025  ___________________________________________________________________
 OJ0025* NAD 83(1986)-  43 03 48.     (N)    082 27 35.     (W)     SCALED    
 OJ0025* NAVD 88     -       179.795  (meters)     589.88   (feet)  ADJUSTED  
 OJ0025  ___________________________________________________________________
 OJ0025  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0025  DYNAMIC HT  -         179.752 (meters)     589.74  (feet)  COMP
 OJ0025  MODELED GRAV-     980,378.4   (mgal)                       NAVD 88
 OJ0025
 OJ0025  VERT ORDER  -  FIRST     CLASS 0
 OJ0025
 OJ0025.The horizontal coordinates were scaled from a topographic map and have
 OJ0025.an estimated accuracy of +/- 6 seconds.
 OJ0025
 OJ0025.The orthometric height was determined by differential leveling
 OJ0025.and adjusted by the National Geodetic Survey in June 1991..
 OJ0025
 OJ0025.The geoid height was determined by GEOID03.
 OJ0025
 OJ0025.The dynamic height is computed by dividing the NAVD 88
 OJ0025.geopotential number by the normal gravity value computed on the
 OJ0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0025.degrees latitude (g = 980.6199 gals.).
 OJ0025
 OJ0025.The modeled gravity was interpolated from observed gravity values.
 OJ0025
 OJ0025;                    North         East    Units  Estimated Accuracy
 OJ0025;SPC MI S     -   175,410.    4,155,310.      MT  (+/- 180 meters Scaled)
 OJ0025
 OJ0025                          SUPERSEDED SURVEY CONTROL
 OJ0025
 OJ0025  NGVD 29 (??/??/??)  179.918  (m)          590.28   (f) ADJUSTED    1 0
 OJ0025
 OJ0025.Superseded values are not recommended for survey control.
 OJ0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0025.See file dsdata.txt to determine how the superseded data were derived.
 OJ0025
 OJ0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH811688(NAD 83)
 OJ0025_MARKER: DD = SURVEY DISK
 OJ0025_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0025_SP_SET: WATER TABLE
 OJ0025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0025
 OJ0025  HISTORY     - Date     Condition        Report By
 OJ0025  HISTORY     - 1937     MONUMENTED       USLS
 OJ0025  HISTORY     - 1970     GOOD             USLS
 OJ0025  HISTORY     - 1980     GOOD             NGS
 OJ0025  HISTORY     - 19950928 GOOD             USPSQD
 OJ0025  HISTORY     - 19970705 GOOD             USPSQD
 OJ0025  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0025
 OJ0025                          STATION DESCRIPTION
 OJ0025
 OJ0025'DESCRIBED BY US LAKE SURVEY 1970
 OJ0025'3.8 MI N FROM PORT HURON.
 OJ0025'H 13 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 3.8 MILES NORTH
 OJ0025'OF INTERSECTION OF EDISON BLVD., AND GRATIOT AVENUE IN PORT
 OJ0025'HURON, 0.5 MILE NORTH OF INTERSECTION OF LAKESHORE RD., AND
 OJ0025'U.S. 25, AT CEDARCRAFT BEACH, ON EAST SIDE OF LAKESHORE RD.,
 OJ0025'2.0 FEET FROM THE SOUTHWEST CORNER AND IN THE WEST FACE OF THE
 OJ0025'DWELLING AT NO. 5298 LAKESHORE RD., 2-1/2 FEET ABOVE THE GROUND,
 OJ0025'BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO THE
 OJ0025'CONCRETE WATER TABLE.  BM H-13 1937
 OJ0025
 OJ0025                          STATION RECOVERY (1980)
 OJ0025
 OJ0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0025'2.15 KILOMETERS (1.35 MILES) NORTHWEST ALONG LAKESHORE ROAD FROM THE
 OJ0025'JUNCTION OF KEEWAHDIN AND LAKESHORE ROADS, THENCE 0.6 KILOMETER (0.4
 OJ0025'MILE) NORTHWEST ALONG STATE HIGHWAY 25 TO THE ENTRANCE DRIVE AND THE
 OJ0025'MARK SET IN THE WATER TABLE ABOVE THE BLOCK FONDATION ON THE
 OJ0025'SOUTHWEST FACE OF HOUSE NUMBER 5298, ALSO MARK IS 6.4 KILOMETERS
 OJ0025'(4.0 MILES) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 25 FROM THE JUNCTION
 OJ0025'OF STATE HIGHWAY 25 AND BURTLH ROAD IN LAKEPORT, 3.45 METERS (11.3
 OJ0025'FEET) SOUTHEAST OF THE SOUTHEAST FACE OF THE FRONT PORCH, AND 0.63
 OJ0025'METER (2.1 FEET) NORTHWEST OF THE SOUTH CORNER OF THE HOUSE.
 OJ0025'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0025
 OJ0025                          STATION RECOVERY (1995)
 OJ0025
 OJ0025'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0025'RECOVERED IN GOOD CONDITION.
 OJ0025
 OJ0025                          STATION RECOVERY (1997)
 OJ0025
 OJ0025'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0025'RECOVERED IN GOOD CONDITION.
 OJ0025
 OJ0025                          STATION RECOVERY (2002)
 OJ0025
 OJ0025'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0025'AREA WHERE MARK IS LOCATED NOW ENCLOSED BY A FENCE FOR A DOG PEN.
 OJ0025'CURRENT OWNER OF HOME REFUSED PERMISSION TO INSPECT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0847 ***********************************************************************
 RL0847  DESIGNATION -  H 130
 RL0847  PID         -  RL0847
 RL0847  STATE/COUNTY-  MI/ONTONAGON
 RL0847  USGS QUAD   -  
 RL0847
 RL0847                         *CURRENT SURVEY CONTROL
 RL0847  ___________________________________________________________________
 RL0847* NAD 83(1986)-  46 45 35.     (N)    089 22 10.     (W)     SCALED    
 RL0847* NAVD 88     -       245.380  (meters)     805.05   (feet)  ADJUSTED  
 RL0847  ___________________________________________________________________
 RL0847  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 RL0847  DYNAMIC HT  -         245.413 (meters)     805.16  (feet)  COMP
 RL0847  MODELED GRAV-     980,740.1   (mgal)                       NAVD 88
 RL0847
 RL0847  VERT ORDER  -  SECOND    CLASS 0
 RL0847
 RL0847.The horizontal coordinates were scaled from a topographic map and have
 RL0847.an estimated accuracy of +/- 6 seconds.
 RL0847
 RL0847.The orthometric height was determined by differential leveling
 RL0847.and adjusted by the National Geodetic Survey in June 1991..
 RL0847
 RL0847.The geoid height was determined by GEOID03.
 RL0847
 RL0847.The dynamic height is computed by dividing the NAVD 88
 RL0847.geopotential number by the normal gravity value computed on the
 RL0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0847.degrees latitude (g = 980.6199 gals.).
 RL0847
 RL0847.The modeled gravity was interpolated from observed gravity values.
 RL0847
 RL0847;                    North         East    Units  Estimated Accuracy
 RL0847;SPC MI N     -   222,370.    7,819,020.      MT  (+/- 180 meters Scaled)
 RL0847
 RL0847                          SUPERSEDED SURVEY CONTROL
 RL0847
 RL0847  NGVD 29 (??/??/92)  245.403  (m)          805.13   (f) ADJ UNCH    2 0
 RL0847
 RL0847.Superseded values are not recommended for survey control.
 RL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0847.See file dsdata.txt to determine how the superseded data were derived.
 RL0847
 RL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS190811(NAD 83)
 RL0847_MARKER: DB = BENCH MARK DISK
 RL0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0847_SP_SET: BRIDGE BANISTER BASE
 RL0847_STAMPING: H 130 1948
 RL0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0847
 RL0847  HISTORY     - Date     Condition        Report By
 RL0847  HISTORY     - 1948     MONUMENTED       CGS
 RL0847  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0847  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0847  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0847
 RL0847                          STATION DESCRIPTION
 RL0847
 RL0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0847'8.8 MI SW FROM ONTONAGON.
 RL0847'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0847'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 7.35 MILES SOUTHWEST
 RL0847'ALONG THE MATCHWOOD ROAD, ABOUT 0.7 MILE NORTH OF A SMALL CREEK,
 RL0847'ABOUT 0.35 MILE NORTH OF A SMALL CREEK, ABOUT 0.1 MILE SOUTH
 RL0847'OF A ROAD SOUTHEAST, SET IN THE TOP OF THE CONCRETE BASE OF
 RL0847'THE EAST CONCRETE BANISTER OF A 35-FOOT CONCRETE BRIDGE OVER
 RL0847'POTATO RIVER, 18 FEET NORTH OF THE SOUTH END OF THE EAST RAILING,
 RL0847'14.5 FEET EAST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF
 RL0847'THE ROAD.
 RL0847
 RL0847                          STATION RECOVERY (1996)
 RL0847
 RL0847'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0847'MARK NOT FOUND.
 RL0847
 RL0847                          STATION RECOVERY (2001)
 RL0847
 RL0847'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0847'NEW BRIDGE AT LOCATION.
 RL0847
 RL0847                          STATION RECOVERY (2004)
 RL0847
 RL0847'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1442 ***********************************************************************
 RL1442  DESIGNATION -  H 130 RESET 1984
 RL1442  PID         -  RL1442
 RL1442  STATE/COUNTY-  MI/ONTONAGON
 RL1442  USGS QUAD   -  
 RL1442
 RL1442                         *CURRENT SURVEY CONTROL
 RL1442  ___________________________________________________________________
 RL1442* NAD 83(1986)-  46 45 35.     (N)    089 22 10.     (W)     SCALED    
 RL1442* NAVD 88     -       243.48   (meters)     798.8    (feet)  RESET     
 RL1442  ___________________________________________________________________
 RL1442  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 RL1442
 RL1442  VERT ORDER  -  THIRD
 RL1442
 RL1442.The horizontal coordinates were scaled from a topographic map and have
 RL1442.an estimated accuracy of +/- 6 seconds.
 RL1442
 RL1442.The orthometric height was computed from unverified reset data.
 RL1442.No vertical observational check was made to the station.
 RL1442
 RL1442.The geoid height was determined by GEOID03.
 RL1442
 RL1442;                    North         East    Units  Estimated Accuracy
 RL1442;SPC MI N     -   222,370.    7,819,020.      MT  (+/- 180 meters Scaled)
 RL1442
 RL1442                          SUPERSEDED SURVEY CONTROL
 RL1442
 RL1442  NGVD 29 (03/27/06)  243.50   (m)          798.9    (f) RESET       3  
 RL1442
 RL1442.Superseded values are not recommended for survey control.
 RL1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1442.See file dsdata.txt to determine how the superseded data were derived.
 RL1442
 RL1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS190811(NAD 83)
 RL1442_MARKER: DB = BENCH MARK DISK
 RL1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1442_STAMPING: H 130 RESET 1984
 RL1442_PROJECTION: PROJECTING 20 CENTIMETERS
 RL1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1442+STABILITY: SURFACE MOTION
 RL1442
 RL1442  HISTORY     - Date     Condition        Report By
 RL1442  HISTORY     - 1984     MONUMENTED       NGS
 RL1442  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL1442  HISTORY     - 20010615 GOOD             USPSQD
 RL1442  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL1442
 RL1442                          STATION DESCRIPTION
 RL1442
 RL1442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RL1442'14.1 KM (8.8 MI) SW FROM ONTONAGON.
 RL1442'2.3 KM (1.45 MI) WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION OF
 RL1442'U.S. HIGHWAY 45 IN ONTONAGON, THENCE 11.8 KM (7.35 MI) SOUTHWEST
 RL1442'ALONG NORWICH ROAD TO A BRIDGE OVER POTATOE RIVER AND A WOODS ROAD
 RL1442'AT THE SOUTH END OF BRIDGE LEADING EAST AND THE STATION ABOUT
 RL1442'0.05 MILE EAST ALONG WOODS ROAD AT A CURVE TO THE NORTHEAST,
 RL1442'AND 0.5 METER (1.5 FEET) EAST OF NORWICH ROAD.
 RL1442'THE MARK IS 106 FT  W FROM A WITNESS POST.
 RL1442
 RL1442                          STATION RECOVERY (1996)
 RL1442
 RL1442'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1442'MARK NOT FOUND.
 RL1442
 RL1442                          STATION RECOVERY (2001)
 RL1442
 RL1442'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1442'RECOVERED IN GOOD CONDITION.
 RL1442
 RL1442                          STATION RECOVERY (2004)
 RL1442
 RL1442'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1360 ***********************************************************************
 RL1360  DESIGNATION -  H 131
 RL1360  PID         -  RL1360
 RL1360  STATE/COUNTY-  MI/ONTONAGON
 RL1360  USGS QUAD   -  BERGLAND NE (1975)
 RL1360
 RL1360                         *CURRENT SURVEY CONTROL
 RL1360  ___________________________________________________________________
 RL1360* NAD 83(1986)-  46 38 09.     (N)    089 33 08.     (W)     SCALED    
 RL1360* NAVD 88     -       386.052  (meters)    1266.57   (feet)  ADJUSTED  
 RL1360  ___________________________________________________________________
 RL1360  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 RL1360  DYNAMIC HT  -         386.086 (meters)    1266.68  (feet)  COMP
 RL1360  MODELED GRAV-     980,688.6   (mgal)                       NAVD 88
 RL1360
 RL1360  VERT ORDER  -  SECOND    CLASS 0
 RL1360
 RL1360.The horizontal coordinates were scaled from a topographic map and have
 RL1360.an estimated accuracy of +/- 6 seconds.
 RL1360
 RL1360.The orthometric height was determined by differential leveling
 RL1360.and adjusted by the National Geodetic Survey in June 1991..
 RL1360
 RL1360.The geoid height was determined by GEOID03.
 RL1360
 RL1360.The dynamic height is computed by dividing the NAVD 88
 RL1360.geopotential number by the normal gravity value computed on the
 RL1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1360.degrees latitude (g = 980.6199 gals.).
 RL1360
 RL1360.The modeled gravity was interpolated from observed gravity values.
 RL1360
 RL1360;                    North         East    Units  Estimated Accuracy
 RL1360;SPC MI N     -   209,040.    7,804,620.      MT  (+/- 180 meters Scaled)
 RL1360
 RL1360                          SUPERSEDED SURVEY CONTROL
 RL1360
 RL1360  NGVD 29 (??/??/92)  386.065  (m)         1266.61   (f) ADJ UNCH    2 0
 RL1360
 RL1360.Superseded values are not recommended for survey control.
 RL1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1360.See file dsdata.txt to determine how the superseded data were derived.
 RL1360
 RL1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS046678(NAD 83)
 RL1360_MARKER: DB = BENCH MARK DISK
 RL1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1360_STAMPING: H 131 1948
 RL1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1360+STABILITY: SURFACE MOTION
 RL1360
 RL1360  HISTORY     - Date     Condition        Report By
 RL1360  HISTORY     - 1948     MONUMENTED       CGS
 RL1360  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1360  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1360  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1360
 RL1360                          STATION DESCRIPTION
 RL1360
 RL1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1360'4 MI NE FROM BERGLAND.
 RL1360'ABOUT 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1360'JUNCTION OF STATE HIGHWAY 28 AT BERGLAND, ABOUT 0.35 MILE
 RL1360'NORTH OF A SMALL STREAM, 21 FEET NORTHEAST OF THE CENTER LINE
 RL1360'OF THE HIGHWAY, 14 FEET SOUTHEAST OF A TELEPHONE POLE AND IN
 RL1360'LINE WITH THE ROW OF POLES, 9 FEET NORTH OF THE NORTHEAST END
 RL1360'OF AN 18-INCH PIPE CULVERT WITH PAINTED SQUARE ON END, 35 FEET
 RL1360'WEST OF A TRIANGULAR BLAZED 15-INCH ASH TREE, 3 FEET WEST OF
 RL1360'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 RL1360'IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL1360
 RL1360                          STATION RECOVERY (1987)
 RL1360
 RL1360'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1360'MARK NOT FOUND.
 RL1360
 RL1360                          STATION RECOVERY (1995)
 RL1360
 RL1360'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1360'MARK NOT FOUND.
 RL1360
 RL1360                          STATION RECOVERY (2004)
 RL1360
 RL1360'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0052 ***********************************************************************
 RM0052  DESIGNATION -  H 132
 RM0052  PID         -  RM0052
 RM0052  STATE/COUNTY-  MI/GOGEBIC
 RM0052  USGS QUAD   -  LAKE EVELYN (1973)
 RM0052
 RM0052                         *CURRENT SURVEY CONTROL
 RM0052  ___________________________________________________________________
 RM0052* NAD 83(1986)-  46 31 17.     (N)    090 05 46.     (W)     SCALED    
 RM0052* NAVD 88     -       369.598  (meters)    1212.59   (feet)  ADJUSTED  
 RM0052  ___________________________________________________________________
 RM0052  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0052  DYNAMIC HT  -         369.623 (meters)    1212.67  (feet)  COMP
 RM0052  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RM0052
 RM0052  VERT ORDER  -  SECOND    CLASS 0
 RM0052
 RM0052.The horizontal coordinates were scaled from a topographic map and have
 RM0052.an estimated accuracy of +/- 6 seconds.
 RM0052
 RM0052.The orthometric height was determined by differential leveling
 RM0052.and adjusted by the National Geodetic Survey in June 1991..
 RM0052
 RM0052.The geoid height was determined by GEOID03.
 RM0052
 RM0052.The dynamic height is computed by dividing the NAVD 88
 RM0052.geopotential number by the normal gravity value computed on the
 RM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0052.degrees latitude (g = 980.6199 gals.).
 RM0052
 RM0052.The modeled gravity was interpolated from observed gravity values.
 RM0052
 RM0052;                    North         East    Units  Estimated Accuracy
 RM0052;SPC MI N     -   197,810.    7,762,510.      MT  (+/- 180 meters Scaled)
 RM0052
 RM0052                          SUPERSEDED SURVEY CONTROL
 RM0052
 RM0052  NGVD 29 (??/??/92)  369.617  (m)         1212.65   (f) ADJ UNCH    2 0
 RM0052
 RM0052.Superseded values are not recommended for survey control.
 RM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0052.See file dsdata.txt to determine how the superseded data were derived.
 RM0052
 RM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM227560(NAD 83)
 RM0052_MARKER: DB = BENCH MARK DISK
 RM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0052_STAMPING: H 132 1948
 RM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0052+STABILITY: SURFACE MOTION
 RM0052
 RM0052  HISTORY     - Date     Condition        Report By
 RM0052  HISTORY     - 1948     MONUMENTED       CGS
 RM0052  HISTORY     - 1964     GOOD             NGS
 RM0052  HISTORY     - 1987     GOOD             USPSQD
 RM0052  HISTORY     - 19960625 GOOD             USPSQD
 RM0052  HISTORY     - 20020613 GOOD             USPSQD
 RM0052
 RM0052                          STATION DESCRIPTION
 RM0052
 RM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0052'1.8 MI NW FROM NORTH BESSEMER.
 RM0052'ABOUT 1.75 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER PARK FROM THE
 RM0052'CROSSING OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY AT
 RM0052'NORTH BESSEMER, ABOUT 100 YARDS NORTH OF A CURVE IN THE ROAD WITH
 RM0052'TANGENTS NORTH AND SOUTHEAST AND THE JUNCTION OF A BLACK TOP ROAD
 RM0052'WEST, AT THE SOUTH END OF A SMALL CLEARING ON THE EAST SIDE OF THE
 RM0052'ROAD, 53 FEET NORTH OF THE EAST END OF A 30-INCH PIPE CULVERT,
 RM0052'38 FEET EAST OF THE CENTER LINE OF THE ROAD, 32 FEET NORTHEAST
 RM0052'OF A TWIN 10-INCH MAPLE TREE, 6.5 FEET NORTH OF A POWER POLE AND IN
 RM0052'LINE WITH THE ROW OF POLES, 3 FEET WEST OF A WHITE WOODEN WITNESS
 RM0052'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RM0052'POST PROJECTING 4 INCHES.
 RM0052
 RM0052                          STATION RECOVERY (1964)
 RM0052
 RM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0052'RECOVERED IN GOOD CONDITION.
 RM0052
 RM0052                          STATION RECOVERY (1987)
 RM0052
 RM0052'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0052'RECOVERED IN GOOD CONDITION.
 RM0052
 RM0052                          STATION RECOVERY (1996)
 RM0052
 RM0052'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0052'RECOVERED IN GOOD CONDITION.
 RM0052
 RM0052                          STATION RECOVERY (2002)
 RM0052
 RM0052'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0040 ***********************************************************************
 RM0040  DESIGNATION -  H 133
 RM0040  PID         -  RM0040
 RM0040  STATE/COUNTY-  MI/GOGEBIC
 RM0040  USGS QUAD   -  PINE LAKE (1973)
 RM0040
 RM0040                         *CURRENT SURVEY CONTROL
 RM0040  ___________________________________________________________________
 RM0040* NAD 83(1986)-  46 34 44.     (N)    090 13 06.     (W)     SCALED    
 RM0040* NAVD 88     -       349.652  (meters)    1147.15   (feet)  ADJUSTED  
 RM0040  ___________________________________________________________________
 RM0040  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0040  DYNAMIC HT  -         349.689 (meters)    1147.27  (feet)  COMP
 RM0040  MODELED GRAV-     980,709.1   (mgal)                       NAVD 88
 RM0040
 RM0040  VERT ORDER  -  SECOND    CLASS 0
 RM0040
 RM0040.The horizontal coordinates were scaled from a topographic map and have
 RM0040.an estimated accuracy of +/- 6 seconds.
 RM0040
 RM0040.The orthometric height was determined by differential leveling
 RM0040.and adjusted by the National Geodetic Survey in June 1991..
 RM0040
 RM0040.The geoid height was determined by GEOID03.
 RM0040
 RM0040.The dynamic height is computed by dividing the NAVD 88
 RM0040.geopotential number by the normal gravity value computed on the
 RM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0040.degrees latitude (g = 980.6199 gals.).
 RM0040
 RM0040.The modeled gravity was interpolated from observed gravity values.
 RM0040
 RM0040;                    North         East    Units  Estimated Accuracy
 RM0040;SPC MI N     -   204,570.    7,753,400.      MT  (+/- 180 meters Scaled)
 RM0040
 RM0040                          SUPERSEDED SURVEY CONTROL
 RM0040
 RM0040  NGVD 29 (??/??/92)  349.682  (m)         1147.25   (f) ADJ UNCH    2 0
 RM0040
 RM0040.Superseded values are not recommended for survey control.
 RM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0040.See file dsdata.txt to determine how the superseded data were derived.
 RM0040
 RM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM131621(NAD 83)
 RM0040_MARKER: DB = BENCH MARK DISK
 RM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0040_STAMPING: H 133 1948
 RM0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0040+STABILITY: SURFACE MOTION
 RM0040
 RM0040  HISTORY     - Date     Condition        Report By
 RM0040  HISTORY     - 1948     MONUMENTED       CGS
 RM0040  HISTORY     - 1987     GOOD             USPSQD
 RM0040  HISTORY     - 19960625 GOOD             USPSQD
 RM0040  HISTORY     - 20020613 GOOD             USPSQD
 RM0040
 RM0040                          STATION DESCRIPTION
 RM0040
 RM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0040'7.6 MI NW FROM NORTH IRONWOOD.
 RM0040'ABOUT 7.6 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT PARK
 RM0040'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0040'IRONWOOD, SET IN THE NORTHEAST CORNER OF A CROSS ROAD, 54 FEET
 RM0040'NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET EAST OF THE CENTER
 RM0040'LINE OF THE NORTH-SOUTH CROSSROAD, 11 FEET WEST-NORTHWEST OF A
 RM0040'TRIANGULAR BLAZED BIRCH TREE, 1 FOOT BELOW THE MAIN ROAD, ABOUT
 RM0040'LEVEL WITH THE CROSS ROAD AND SET IN THE TOP OF A CONCRETE POST
 RM0040'PROJECTING 3 INCHES.
 RM0040
 RM0040                          STATION RECOVERY (1987)
 RM0040
 RM0040'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0040'RECOVERED IN GOOD CONDITION.
 RM0040
 RM0040                          STATION RECOVERY (1996)
 RM0040
 RM0040'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0040'RECOVERED IN GOOD CONDITION.
 RM0040
 RM0040                          STATION RECOVERY (2002)
 RM0040
 RM0040'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1314 ***********************************************************************
 RL1314  DESIGNATION -  H 134
 RL1314  PID         -  RL1314
 RL1314  STATE/COUNTY-  MI/ONTONAGON
 RL1314  USGS QUAD   -  STATELINE LAKE (1982)
 RL1314
 RL1314                         *CURRENT SURVEY CONTROL
 RL1314  ___________________________________________________________________
 RL1314* NAD 83(1986)-  46 33 54.     (N)    089 39 43.     (W)     SCALED    
 RL1314* NAVD 88     -       399.503  (meters)    1310.70   (feet)  ADJUSTED  
 RL1314  ___________________________________________________________________
 RL1314  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RL1314  DYNAMIC HT  -         399.529 (meters)    1310.79  (feet)  COMP
 RL1314  MODELED GRAV-     980,666.1   (mgal)                       NAVD 88
 RL1314
 RL1314  VERT ORDER  -  FIRST     CLASS II
 RL1314
 RL1314.The horizontal coordinates were scaled from a topographic map and have
 RL1314.an estimated accuracy of +/- 6 seconds.
 RL1314
 RL1314.The orthometric height was determined by differential leveling
 RL1314.and adjusted by the National Geodetic Survey in June 1991..
 RL1314
 RL1314.The geoid height was determined by GEOID03.
 RL1314
 RL1314.The dynamic height is computed by dividing the NAVD 88
 RL1314.geopotential number by the normal gravity value computed on the
 RL1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1314.degrees latitude (g = 980.6199 gals.).
 RL1314
 RL1314.The modeled gravity was interpolated from observed gravity values.
 RL1314
 RL1314;                    North         East    Units  Estimated Accuracy
 RL1314;SPC MI N     -   201,450.    7,795,960.      MT  (+/- 180 meters Scaled)
 RL1314
 RL1314                          SUPERSEDED SURVEY CONTROL
 RL1314
 RL1314  NGVD 29 (??/??/92)  399.514  (m)         1310.74   (f) ADJ UNCH    1 2
 RL1314
 RL1314.Superseded values are not recommended for survey control.
 RL1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1314.See file dsdata.txt to determine how the superseded data were derived.
 RL1314
 RL1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS959602(NAD 83)
 RL1314_MARKER: DB = BENCH MARK DISK
 RL1314_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL1314_STAMPING: H 134 1948
 RL1314_MARK LOGO: CGS   
 RL1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1314+STABILITY: SURFACE MOTION
 RL1314
 RL1314  HISTORY     - Date     Condition        Report By
 RL1314  HISTORY     - 1948     MONUMENTED       CGS
 RL1314  HISTORY     - 1985     GOOD             NGS
 RL1314  HISTORY     - 1987     GOOD             USPSQD
 RL1314  HISTORY     - 1988     GOOD             USPSQD
 RL1314
 RL1314                          STATION DESCRIPTION
 RL1314
 RL1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1314'0.6 MI W FROM MERRIWEATHER.
 RL1314'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1314'WITH STATE HIGHWAY 64 IN MERRIWEATHER, SET IN THE TOP OF THE
 RL1314'WEST END OF THE NORTHEAST WINGWALL OF A 24-FOOT CONCRETE HIGHWAY
 RL1314'BRIDGE, 24 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 RL1314'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RL1314
 RL1314                          STATION RECOVERY (1985)
 RL1314
 RL1314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1314'RECOVERED IN GOOD CONDITION.
 RL1314
 RL1314                          STATION RECOVERY (1987)
 RL1314
 RL1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1314'RECOVERED IN GOOD CONDITION.
 RL1314
 RL1314                          STATION RECOVERY (1988)
 RL1314
 RL1314'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0735 ***********************************************************************
 RL0735  DESIGNATION -  H 135
 RL0735  PID         -  RL0735
 RL0735  STATE/COUNTY-  MI/ONTONAGON
 RL0735  USGS QUAD   -  
 RL0735
 RL0735                         *CURRENT SURVEY CONTROL
 RL0735  ___________________________________________________________________
 RL0735* NAD 83(1986)-  46 50 30.     (N)    089 25 05.     (W)     SCALED    
 RL0735* NAVD 88     -       186.947  (meters)     613.34   (feet)  ADJUSTED  
 RL0735  ___________________________________________________________________
 RL0735  GEOID HEIGHT-         -31.18  (meters)                     GEOID03
 RL0735  DYNAMIC HT  -         186.977 (meters)     613.44  (feet)  COMP
 RL0735  MODELED GRAV-     980,768.4   (mgal)                       NAVD 88
 RL0735
 RL0735  VERT ORDER  -  SECOND    CLASS 0
 RL0735
 RL0735.The horizontal coordinates were scaled from a topographic map and have
 RL0735.an estimated accuracy of +/- 6 seconds.
 RL0735
 RL0735.The orthometric height was determined by differential leveling
 RL0735.and adjusted by the National Geodetic Survey in June 1991..
 RL0735
 RL0735.The geoid height was determined by GEOID03.
 RL0735
 RL0735.The dynamic height is computed by dividing the NAVD 88
 RL0735.geopotential number by the normal gravity value computed on the
 RL0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0735.degrees latitude (g = 980.6199 gals.).
 RL0735
 RL0735.The modeled gravity was interpolated from observed gravity values.
 RL0735
 RL0735;                    North         East    Units  Estimated Accuracy
 RL0735;SPC MI N     -   231,590.    7,815,590.      MT  (+/- 180 meters Scaled)
 RL0735
 RL0735                          SUPERSEDED SURVEY CONTROL
 RL0735
 RL0735  NGVD 29 (??/??/92)  186.981  (m)          613.45   (f) ADJ UNCH    2 0
 RL0735
 RL0735.Superseded values are not recommended for survey control.
 RL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0735.See file dsdata.txt to determine how the superseded data were derived.
 RL0735
 RL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS156904(NAD 83)
 RL0735_MARKER: DB = BENCH MARK DISK
 RL0735_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0735_SP_SET: ABUTMENT
 RL0735_STAMPING: H 135 1948
 RL0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0735+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL0735
 RL0735  HISTORY     - Date     Condition        Report By
 RL0735  HISTORY     - 1948     MONUMENTED       CGS
 RL0735  HISTORY     - 1987     GOOD             USPSQD
 RL0735  HISTORY     - 19950614 GOOD             USPSQD
 RL0735  HISTORY     - 20040802 GOOD             USPSQD
 RL0735
 RL0735                          STATION DESCRIPTION
 RL0735
 RL0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0735'5.2 MI SW FROM ONTONAGON.
 RL0735'ABOUT 5.25 MILES SOUTHWEST ALONG STATE HIGHWAY 64 FROM THE
 RL0735'POST OFFICE IN ONTONAGON, 1.05 MILES EAST OF THE CROSS ROAD IN
 RL0735'GREEN, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT
 RL0735'A 150-FOOT CONCRETE HIGHWAY BRIDGE, 25 FEET NORTHWEST OF THE
 RL0735'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
 RL0735
 RL0735                          STATION RECOVERY (1987)
 RL0735
 RL0735'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0735'RECOVERED IN GOOD CONDITION.
 RL0735
 RL0735                          STATION RECOVERY (1995)
 RL0735
 RL0735'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0735'RECOVERED IN GOOD CONDITION.
 RL0735
 RL0735                          STATION RECOVERY (2004)
 RL0735
 RL0735'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1308 ***********************************************************************
 RL1308  DESIGNATION -  H 136
 RL1308  PID         -  RL1308
 RL1308  STATE/COUNTY-  MI/ONTONAGON
 RL1308  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1308
 RL1308                         *CURRENT SURVEY CONTROL
 RL1308  ___________________________________________________________________
 RL1308* NAD 83(1986)-  46 49 13.     (N)    089 40 19.     (W)     SCALED    
 RL1308* NAVD 88     -       280.430  (meters)     920.04   (feet)  ADJUSTED  
 RL1308  ___________________________________________________________________
 RL1308  GEOID HEIGHT-         -30.83  (meters)                     GEOID03
 RL1308  DYNAMIC HT  -         280.471 (meters)     920.18  (feet)  COMP
 RL1308  MODELED GRAV-     980,749.8   (mgal)                       NAVD 88
 RL1308
 RL1308  VERT ORDER  -  SECOND    CLASS 0
 RL1308
 RL1308.The horizontal coordinates were scaled from a topographic map and have
 RL1308.an estimated accuracy of +/- 6 seconds.
 RL1308
 RL1308.The orthometric height was determined by differential leveling
 RL1308.and adjusted by the National Geodetic Survey in June 1991..
 RL1308
 RL1308.The geoid height was determined by GEOID03.
 RL1308
 RL1308.The dynamic height is computed by dividing the NAVD 88
 RL1308.geopotential number by the normal gravity value computed on the
 RL1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1308.degrees latitude (g = 980.6199 gals.).
 RL1308
 RL1308.The modeled gravity was interpolated from observed gravity values.
 RL1308
 RL1308;                    North         East    Units  Estimated Accuracy
 RL1308;SPC MI N     -   229,840.    7,796,150.      MT  (+/- 180 meters Scaled)
 RL1308
 RL1308                          SUPERSEDED SURVEY CONTROL
 RL1308
 RL1308  NGVD 29 (??/??/92)  280.461  (m)          920.15   (f) ADJ UNCH    2 0
 RL1308
 RL1308.Superseded values are not recommended for survey control.
 RL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1308.See file dsdata.txt to determine how the superseded data were derived.
 RL1308
 RL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS961886(NAD 83)
 RL1308_MARKER: DB = BENCH MARK DISK
 RL1308_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1308_SP_SET: CULVERT
 RL1308_STAMPING: H 136 1948
 RL1308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1308+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1308
 RL1308  HISTORY     - Date     Condition        Report By
 RL1308  HISTORY     - 1948     MONUMENTED       CGS
 RL1308  HISTORY     - 1987     GOOD             USPSQD
 RL1308  HISTORY     - 1989     GOOD             USPSQD
 RL1308  HISTORY     - 19950613 GOOD             USPSQD
 RL1308  HISTORY     - 20040723 GOOD             MIDT
 RL1308
 RL1308                          STATION DESCRIPTION
 RL1308
 RL1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1308'5 MI SW FROM SILVER CITY.
 RL1308'ABOUT 5.05 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1308'JUNCTION WITH STATE HIGHWAY 64 IN SILVER CITY, IN THE TOP OF
 RL1308'THE EAST END OF THE SOUTH HEAD WALL OF A 30-INCH PIPE CULVERT,
 RL1308'AT THE WEST END OF A BENCH CUT THRU ROCK, 20 FEET SOUTH OF
 RL1308'THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL
 RL1308'OF THE HIGHWAY.
 RL1308
 RL1308                          STATION RECOVERY (1987)
 RL1308
 RL1308'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1308'RECOVERED IN GOOD CONDITION.
 RL1308
 RL1308                          STATION RECOVERY (1989)
 RL1308
 RL1308'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1308'RECOVERED IN GOOD CONDITION.
 RL1308
 RL1308                          STATION RECOVERY (1995)
 RL1308
 RL1308'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1308'RECOVERED IN GOOD CONDITION.
 RL1308
 RL1308                          STATION RECOVERY (2004)
 RL1308
 RL1308'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0867 ***********************************************************************
 RL0867  DESIGNATION -  H 137
 RL0867  PID         -  RL0867
 RL0867  STATE/COUNTY-  MI/ONTONAGON
 RL0867  USGS QUAD   -  OAK BLUFF (1982)
 RL0867
 RL0867                         *CURRENT SURVEY CONTROL
 RL0867  ___________________________________________________________________
 RL0867* NAD 83(1986)-  46 41 42.     (N)    089 15 03.     (W)     SCALED    
 RL0867* NAVD 88     -       380.980  (meters)    1249.93   (feet)  ADJUSTED  
 RL0867  ___________________________________________________________________
 RL0867  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL0867  DYNAMIC HT  -         381.012 (meters)    1250.04  (feet)  COMP
 RL0867  MODELED GRAV-     980,687.9   (mgal)                       NAVD 88
 RL0867
 RL0867  VERT ORDER  -  SECOND    CLASS 0
 RL0867
 RL0867.The horizontal coordinates were scaled from a topographic map and have
 RL0867.an estimated accuracy of +/- 6 seconds.
 RL0867
 RL0867.The orthometric height was determined by differential leveling
 RL0867.and adjusted by the National Geodetic Survey in June 1991..
 RL0867
 RL0867.The geoid height was determined by GEOID03.
 RL0867
 RL0867.The dynamic height is computed by dividing the NAVD 88
 RL0867.geopotential number by the normal gravity value computed on the
 RL0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0867.degrees latitude (g = 980.6199 gals.).
 RL0867
 RL0867.The modeled gravity was interpolated from observed gravity values.
 RL0867
 RL0867;                    North         East    Units  Estimated Accuracy
 RL0867;SPC MI N     -   214,920.    7,827,870.      MT  (+/- 180 meters Scaled)
 RL0867
 RL0867                          SUPERSEDED SURVEY CONTROL
 RL0867
 RL0867  NGVD 29 (??/??/92)  380.988  (m)         1249.96   (f) ADJ UNCH    2 0
 RL0867
 RL0867.Superseded values are not recommended for survey control.
 RL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0867.See file dsdata.txt to determine how the superseded data were derived.
 RL0867
 RL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS279737(NAD 83)
 RL0867_MARKER: DB = BENCH MARK DISK
 RL0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0867_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0867_STAMPING: H 137 1948
 RL0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0867+STABILITY: SURFACE MOTION
 RL0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0867+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0867
 RL0867  HISTORY     - Date     Condition        Report By
 RL0867  HISTORY     - 1948     MONUMENTED       CGS
 RL0867  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0867  HISTORY     - 20040507 GOOD             GEOCAC
 RL0867
 RL0867                          STATION DESCRIPTION
 RL0867
 RL0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0867'5.3 MI SW FROM ROCKLAND.
 RL0867'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0867'ROCKLAND, THENCE 5.15 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0867'ON THE EAST SLOPE OF A SHORT STEEP HILL, AT THE JUNCTION OF A
 RL0867'VERY DIM TRAIL NORTH, 106 FEET WEST OF THE NORTH END OF AN
 RL0867'18-INCH PIPE CULVERT THAT IS AT THE FOOT OF THE GRADE, 28 FEET
 RL0867'NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET WEST OF THE CENTER
 RL0867'LINE OF THE TRAIL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD
 RL0867'AND IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 RL0867
 RL0867                          STATION RECOVERY (2001)
 RL0867
 RL0867'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0867'MARK NOT FOUND.
 RL0867
 RL0867                          STATION RECOVERY (2004)
 RL0867
 RL0867'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0867'NAD 83 -  46 41 41.4 (N) -  089 14 59.3 (W)  HANDHELD DGPS
 RL0867' 
 RL0867'MARK IS 65.5 FT N15W FROM POWER LINE POLE NO. 29, 60 FT NORTH OF THE
 RL0867'C/L OF THE POWER LINE, 28 FT NORTH OF THE ROAD C/L, 1 FT NORTH OF
 RL0867'MWP+SIGN AND PROJECTING 4-INCH'S ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0771 ***********************************************************************
 RL0771  DESIGNATION -  H 138
 RL0771  PID         -  RL0771
 RL0771  STATE/COUNTY-  MI/ONTONAGON
 RL0771  USGS QUAD   -  
 RL0771
 RL0771                         *CURRENT SURVEY CONTROL
 RL0771  ___________________________________________________________________
 RL0771* NAD 83(1986)-  46 33 53.     (N)    089 00 42.     (W)     SCALED    
 RL0771* NAVD 88     -       349.981  (meters)    1148.23   (feet)  ADJUSTED  
 RL0771  ___________________________________________________________________
 RL0771  GEOID HEIGHT-         -32.29  (meters)                     GEOID03
 RL0771  DYNAMIC HT  -         349.993 (meters)    1148.27  (feet)  COMP
 RL0771  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 RL0771
 RL0771  VERT ORDER  -  SECOND    CLASS 0
 RL0771
 RL0771.The horizontal coordinates were scaled from a topographic map and have
 RL0771.an estimated accuracy of +/- 6 seconds.
 RL0771
 RL0771.The orthometric height was determined by differential leveling
 RL0771.and adjusted by the National Geodetic Survey in June 1991..
 RL0771
 RL0771.The geoid height was determined by GEOID03.
 RL0771
 RL0771.The dynamic height is computed by dividing the NAVD 88
 RL0771.geopotential number by the normal gravity value computed on the
 RL0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0771.degrees latitude (g = 980.6199 gals.).
 RL0771
 RL0771.The modeled gravity was interpolated from observed gravity values.
 RL0771
 RL0771;                    North         East    Units  Estimated Accuracy
 RL0771;SPC MI N     -   199,950.    7,845,790.      MT  (+/- 180 meters Scaled)
 RL0771
 RL0771                          SUPERSEDED SURVEY CONTROL
 RL0771
 RL0771  NGVD 29 (??/??/92)  349.996  (m)         1148.28   (f) ADJ UNCH    2 0
 RL0771
 RL0771.Superseded values are not recommended for survey control.
 RL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0771.See file dsdata.txt to determine how the superseded data were derived.
 RL0771
 RL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS458587(NAD 83)
 RL0771_MARKER: DB = BENCH MARK DISK
 RL0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0771_STAMPING: H 138 1948
 RL0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0771+STABILITY: SURFACE MOTION
 RL0771
 RL0771  HISTORY     - Date     Condition        Report By
 RL0771  HISTORY     - 1948     MONUMENTED       CGS
 RL0771  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0771  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0771
 RL0771                          STATION DESCRIPTION
 RL0771
 RL0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0771'5.8 MI N FROM TROUT CREEK.
 RL0771'ABOUT 5.75 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE
 RL0771'POST OFFICE AT TROUT CREEK, SET AT A CURVE IN THE ROAD WITH
 RL0771'TANGENTS WEST AND SOUTHEAST AND THE JUNCTION OF ROADS NORTH
 RL0771'AND NORTHEAST, ABOUT 0.2 MILE NORTHWEST OF A SIDE ROAD NORTH
 RL0771'AND A CURVE IN THE ROAD WITH TANGENTS NORTHWEST AND SOUTH, ABOUT
 RL0771'0.1 MILE NORTHWEST OF A SMALL CONCRETE BRIDGE, 68 FEET NORTH
 RL0771'OF THE CENTER LINE OF THE ROAD, 13 FEET WEST OF THE CENTER
 RL0771'LINE OF THE ROAD NORTH, 61 FEET NORTH-NORTHWEST AND ACROSS SIDE
 RL0771'ROADS FROM THE NORTHEAST END OF A PIPE CULVERT UNDER ROAD, 3 1/2
 RL0771'FEET SOUTHEAST OF A 10-INCH TRIANGULAR BLAZED POPLAR TREE, 2
 RL0771'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET BELOW THE
 RL0771'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0771
 RL0771                          STATION RECOVERY (2001)
 RL0771
 RL0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0771'MARK NOT FOUND.
 RL0771
 RL0771                          STATION RECOVERY (2004)
 RL0771
 RL0771'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0746 ***********************************************************************
 RL0746  DESIGNATION -  H 139
 RL0746  PID         -  RL0746
 RL0746  STATE/COUNTY-  MI/ONTONAGON
 RL0746  USGS QUAD   -  
 RL0746
 RL0746                         *CURRENT SURVEY CONTROL
 RL0746  ___________________________________________________________________
 RL0746* NAD 83(1986)-  46 47 23.     (N)    089 06 23.     (W)     SCALED    
 RL0746* NAVD 88     -       359.019  (meters)    1177.88   (feet)  ADJUSTED  
 RL0746  ___________________________________________________________________
 RL0746  GEOID HEIGHT-         -31.87  (meters)                     GEOID03
 RL0746  DYNAMIC HT  -         359.057 (meters)    1178.01  (feet)  COMP
 RL0746  MODELED GRAV-     980,710.9   (mgal)                       NAVD 88
 RL0746
 RL0746  VERT ORDER  -  SECOND    CLASS 0
 RL0746
 RL0746.The horizontal coordinates were scaled from a topographic map and have
 RL0746.an estimated accuracy of +/- 6 seconds.
 RL0746
 RL0746.The orthometric height was determined by differential leveling
 RL0746.and adjusted by the National Geodetic Survey in June 1991..
 RL0746
 RL0746.The geoid height was determined by GEOID03.
 RL0746
 RL0746.The dynamic height is computed by dividing the NAVD 88
 RL0746.geopotential number by the normal gravity value computed on the
 RL0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0746.degrees latitude (g = 980.6199 gals.).
 RL0746
 RL0746.The modeled gravity was interpolated from observed gravity values.
 RL0746
 RL0746;                    North         East    Units  Estimated Accuracy
 RL0746;SPC MI N     -   225,140.    7,839,200.      MT  (+/- 180 meters Scaled)
 RL0746
 RL0746                          SUPERSEDED SURVEY CONTROL
 RL0746
 RL0746  NGVD 29 (??/??/92)  359.030  (m)         1177.92   (f) ADJ UNCH    2 0
 RL0746
 RL0746.Superseded values are not recommended for survey control.
 RL0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0746.See file dsdata.txt to determine how the superseded data were derived.
 RL0746
 RL0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS392839(NAD 83)
 RL0746_MARKER: DB = BENCH MARK DISK
 RL0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0746_STAMPING: H 139 1948
 RL0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0746+STABILITY: SURFACE MOTION
 RL0746
 RL0746  HISTORY     - Date     Condition        Report By
 RL0746  HISTORY     - 1948     MONUMENTED       CGS
 RL0746  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0746  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 RL0746  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0746  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0746  HISTORY     - 20040718 MARK NOT FOUND   GEOCAC
 RL0746
 RL0746                          STATION DESCRIPTION
 RL0746
 RL0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0746'1 MI N FROM GREENLAND.
 RL0746'ABOUT 0.2 MILE WEST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 RL0746'AT GREENLAND, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 RL0746'ABOUT 0.6 MILE SOUTH OF A ROAD EAST, SET ALONG A SHORT NORTH-SOUTH
 RL0746'TANGENT IN THE ROAD, ABOUT 0.15 MILE SOUTH OF A CURVE WITH
 RL0746'TANGENTS SOUTH AND NORTHEAST, 29 FEET WEST OF THE CENTER LINE
 RL0746'OF THE ROAD, 71 FEET SOUTH OF THE WEST END OF A 24-INCH PIPE
 RL0746'CULVERT, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 3 FEET
 RL0746'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0746'8 INCHES.
 RL0746
 RL0746                          STATION RECOVERY (1977)
 RL0746
 RL0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (1985)
 RL0746
 RL0746'RECOVERY NOTE BY US POWER SQUADRON 1985 (GG)
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (1996)
 RL0746
 RL0746'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (2001)
 RL0746
 RL0746'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0746'MARK NOT FOUND.
 RL0746
 RL0746                          STATION RECOVERY (2004)
 RL0746
 RL0746'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0746'THERE HAS BEEN ROAD CONSTRUCTION ALONG NORTH FIRESTEEL ROAD.  MARK
 RL0746'LIKELY BURIED UNDER EXISTING ROAD FILL OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0283 ***********************************************************************
 QJ0283  DESIGNATION -  H 14 MI 79
 QJ0283  PID         -  QJ0283
 QJ0283  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0283  USGS QUAD   -  ADAMS POINT (1971)
 QJ0283
 QJ0283                         *CURRENT SURVEY CONTROL
 QJ0283  ___________________________________________________________________
 QJ0283* NAD 83(1994)-  45 24 42.46611(N)    083 42 41.04199(W)     ADJUSTED  
 QJ0283* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 QJ0283  ___________________________________________________________________
 QJ0283  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 QJ0283  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QJ0283
 QJ0283  HORZ ORDER  -  THIRD
 QJ0283
 QJ0283.The horizontal coordinates were established by classical geodetic methods
 QJ0283.and adjusted by the National Geodetic Survey in February 1997..
 QJ0283
 QJ0283.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0283
 QJ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0283
 QJ0283.The geoid height was determined by GEOID03.
 QJ0283
 QJ0283;                    North         East     Units Scale Factor Converg.
 QJ0283;SPC MI C     -   233,020.919 6,051,290.912   MT  0.99994611   +0 27 46.4
 QJ0283;SPC MI C     -   764,504.33 19,853,316.64   iFT  0.99994611   +0 27 46.4
 QJ0283;UTM  17      - 5,032,273.867   287,837.486   MT  1.00015347   -1 55 54.1
 QJ0283
 QJ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0283!SPC MI C     -   0.99997795  x   0.99994611  =   0.99992407
 QJ0283!UTM  17      -   0.99997795  x   1.00015347  =   1.00013142
 QJ0283
 QJ0283:                Primary Azimuth Mark                     Grid Az
 QJ0283:SPC MI C     -  PRESQUE ISLE LIGHTHOUSE                  109 09 46.6
 QJ0283:UTM  17      -  PRESQUE ISLE LIGHTHOUSE                  111 33 27.1
 QJ0283
 QJ0283|---------------------------------------------------------------------|
 QJ0283| PID    Reference Object                     Distance      Geod. Az  |
 QJ0283|                                                           dddmmss.s |
 QJ0283| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX.18.2 KM 1093733.0 |
 QJ0283| QJ0284 H 13 MI 79                          243.359 METERS 31249     |
 QJ0283|---------------------------------------------------------------------|
 QJ0283
 QJ0283                          SUPERSEDED SURVEY CONTROL
 QJ0283
 QJ0283  NAD 83(1986)-  45 24 42.45746(N)    083 42 41.04337(W) AD(       ) 3
 QJ0283  NAD 27      -  45 24 42.40801(N)    083 42 41.07206(W) AD(       ) 3
 QJ0283  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 QJ0283
 QJ0283.Superseded values are not recommended for survey control.
 QJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0283.See file dsdata.txt to determine how the superseded data were derived.
 QJ0283
 QJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8783732274(NAD 83)
 QJ0283_MARKER: DE = TRAVERSE STATION DISK
 QJ0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0283_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0283
 QJ0283  HISTORY     - Date     Condition        Report By
 QJ0283  HISTORY     - 1979     MONUMENTED       NOS
 QJ0283
 QJ0283                          STATION DESCRIPTION
 QJ0283
 QJ0283'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0283'STATION IS LOCATED EAST OF ROGERS CITY ON PROPERTY
 QJ0283'OWNED BY THE U.S.STEEL CORPORATIONS CALCITE PLANT.
 QJ0283'
 QJ0283'TO REACH THE STATION FROM THE MAIN GATE AT THE CALCITE PLANT
 QJ0283'PROCEED THROUGH THE GATE,UNDER THE OVERPASS TO A Y INTERSECT-
 QJ0283'ION . TAKE THE Y TO THE RIGHT AND FOLLOW THE GRAVEL ROAD
 QJ0283'AROUND THE PLANT FOR 0.75 MILES TO ANOTHER Y INTERSECTION.
 QJ0283'TAKE THE Y TO THE LEFT AND CONTINUE ON FOR 2.20 MILES,OVER
 QJ0283'A SMALL WOODEN BRIDGE, TO A T INTERSECTION. TAKE THIS ROAD
 QJ0283'TO THE RIGHT AND PROCEED THROUGH AN OLD GATE,NOT LOCKED,
 QJ0283'TO A NARROWER ROAD, 1.40 MILES PAST THE T INTERSECTION.
 QJ0283'TAKE THIS NARROW WINDING ROAD TO THE LEFT AND GO FOR
 QJ0283'3.40 MILES AND THE AREA OF THE STATION ON THE LEFT.
 QJ0283'
 QJ0283'THE STATION IS STAMPED---H 14 MI 79---,AND IS A STANDARD
 QJ0283'ALUMINUM NOS DISK SECURED TO THE TOP OF A 42 INCH ALUMINUM
 QJ0283'ROD WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED BY A
 QJ0283'MASS OF CONCRETE.
 QJ0283'
 QJ0283'THE STATION IS 18.3 FEET NORTH-NORTHEAST OF A NOS WITNESS
 QJ0283'POST SIGN,9.30 FEET SOUTH OF A P.K.NAIL SET ON THE NORTH
 QJ0283'SIDE OF 2-2 INCH ELMS. THE STATION IS 18.0 FEET SOUTH
 QJ0283'OF THE EXISTING WATERS EDGE.
 QJ0283'
 QJ0283'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.52 METERS.
 QJ0283'
 QJ0283'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0023 ***********************************************************************
 OJ0023  DESIGNATION -  H 14 USLS
 OJ0023  PID         -  OJ0023
 OJ0023  STATE/COUNTY-  MI/ST CLAIR
 OJ0023  USGS QUAD   -  LAKEPORT (1976)
 OJ0023
 OJ0023                         *CURRENT SURVEY CONTROL
 OJ0023  ___________________________________________________________________
 OJ0023* NAD 83(1986)-  43 03 07.     (N)    082 27 12.     (W)     SCALED    
 OJ0023* NAVD 88     -       181.109  (meters)     594.19   (feet)  ADJUSTED  
 OJ0023  ___________________________________________________________________
 OJ0023  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OJ0023  DYNAMIC HT  -         181.065 (meters)     594.04  (feet)  COMP
 OJ0023  MODELED GRAV-     980,377.3   (mgal)                       NAVD 88
 OJ0023
 OJ0023  VERT ORDER  -  FIRST     CLASS 0
 OJ0023
 OJ0023.The horizontal coordinates were scaled from a topographic map and have
 OJ0023.an estimated accuracy of +/- 6 seconds.
 OJ0023
 OJ0023.The orthometric height was determined by differential leveling
 OJ0023.and adjusted by the National Geodetic Survey in June 1991..
 OJ0023
 OJ0023.The geoid height was determined by GEOID03.
 OJ0023
 OJ0023.The dynamic height is computed by dividing the NAVD 88
 OJ0023.geopotential number by the normal gravity value computed on the
 OJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0023.degrees latitude (g = 980.6199 gals.).
 OJ0023
 OJ0023.The modeled gravity was interpolated from observed gravity values.
 OJ0023
 OJ0023;                    North         East    Units  Estimated Accuracy
 OJ0023;SPC MI S     -   174,160.    4,155,860.      MT  (+/- 180 meters Scaled)
 OJ0023
 OJ0023                          SUPERSEDED SURVEY CONTROL
 OJ0023
 OJ0023  NGVD 29 (??/??/??)  181.227  (m)          594.58   (f) ADJUSTED    1 0
 OJ0023
 OJ0023.Superseded values are not recommended for survey control.
 OJ0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0023.See file dsdata.txt to determine how the superseded data were derived.
 OJ0023
 OJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH816676(NAD 83)
 OJ0023_MARKER: DD = SURVEY DISK
 OJ0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0023_SP_SET: SILL
 OJ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0023+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2002
 OJ0023
 OJ0023  HISTORY     - Date     Condition        Report By
 OJ0023  HISTORY     - 1937     MONUMENTED       USLS
 OJ0023  HISTORY     - 1970     GOOD             USLS
 OJ0023  HISTORY     - 1980     GOOD             NGS
 OJ0023  HISTORY     - 19950928 GOOD             USPSQD
 OJ0023  HISTORY     - 19970705 GOOD             USPSQD
 OJ0023  HISTORY     - 20020505 GOOD             USPSQD
 OJ0023
 OJ0023                          STATION DESCRIPTION
 OJ0023
 OJ0023'DESCRIBED BY US LAKE SURVEY 1970
 OJ0023'2.9 MI N FROM PORT HURON.
 OJ0023'H 14 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 2.9 MILES NORTH
 OJ0023'OF INTERSECTION OF GRATIOT AVENUE AND EDISON BLVD. IN PORT HURON,
 OJ0023'0.4 MILE SOUTH OF INTERSECTION OF HIGHWAY U.S. 25 AND LAKESHORE
 OJ0023'ROAD, ON EAST SIDE OF GRATIOT AVE. 28.9 FEET FROM NORTHWEST
 OJ0023'CORNER AND IN SILL OF WINDOW BETWEEN TWO DOORWAYS OF NORTH
 OJ0023'COBBLESTONE FACE OF DWELLING AT NO. 4900 LAKESHORE RD, 1-FOOT
 OJ0023'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER
 OJ0023'OF BRONZE DISC SET INTO TOP OF CONCRETE SILL.  BM H-14 1937
 OJ0023
 OJ0023                          STATION RECOVERY (1980)
 OJ0023
 OJ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0023'IN KEEWAHDIN, 1.4 KILOMETERS (0.9 MILE)NORTH-NORTHWEST ALONG LAKESHORE
 OJ0023'ROAD FROM THE JUNCTION OF LAKESHORE ROAD AND KEEWAHDIN ROAD, SET IN
 OJ0023'THE NORTH FACE OF HOUSE NUMBER 4900 LAKESHORE ROAD, SET VERTICALLY
 OJ0023'ON THE WINDOW SILL OF A WINDOW IN THE ROCK FOUNDATION BETWEEN TWO
 OJ0023'ENTRANCES ON NORTH SIDE OF HOUSE, 7.63 METERS (25 FEET) SOUTH OF THE
 OJ0023'SOUTH CURB OF THE ENTRANCE DRIVEWAY, 2.1 METERS (6.6 FEET) WEST OF
 OJ0023'THE WEST FACE OF THE WEST COBBLE STONE BANISTER, AND 0.182 METER
 OJ0023'(0.6 FOOT) EAST OF THE WEST END OF THE SILL.
 OJ0023'THE MARK IS 0.4 M ABOVE GROUND.
 OJ0023
 OJ0023                          STATION RECOVERY (1995)
 OJ0023
 OJ0023'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0023'RECOVERED IN GOOD CONDITION.
 OJ0023
 OJ0023                          STATION RECOVERY (1997)
 OJ0023
 OJ0023'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0023'RECOVERED IN GOOD CONDITION.
 OJ0023
 OJ0023                          STATION RECOVERY (2002)
 OJ0023
 OJ0023'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1222 ***********************************************************************
 RL1222  DESIGNATION -  H 140
 RL1222  PID         -  RL1222
 RL1222  STATE/COUNTY-  MI/GOGEBIC
 RL1222  USGS QUAD   -  WAKEFIELD NE (1975)
 RL1222
 RL1222                         *CURRENT SURVEY CONTROL
 RL1222  ___________________________________________________________________
 RL1222* NAD 83(1986)-  46 26 47.     (N)    089 51 25.     (W)     SCALED    
 RL1222* NAVD 88     -       450.717  (meters)    1478.73   (feet)  ADJUSTED  
 RL1222  ___________________________________________________________________
 RL1222  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 RL1222  DYNAMIC HT  -         450.723 (meters)    1478.75  (feet)  COMP
 RL1222  MODELED GRAV-     980,614.3   (mgal)                       NAVD 88
 RL1222
 RL1222  VERT ORDER  -  SECOND    CLASS 0
 RL1222
 RL1222.The horizontal coordinates were scaled from a topographic map and have
 RL1222.an estimated accuracy of +/- 6 seconds.
 RL1222
 RL1222.The orthometric height was determined by differential leveling
 RL1222.and adjusted by the National Geodetic Survey in June 1991..
 RL1222
 RL1222.The geoid height was determined by GEOID03.
 RL1222
 RL1222.The dynamic height is computed by dividing the NAVD 88
 RL1222.geopotential number by the normal gravity value computed on the
 RL1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1222.degrees latitude (g = 980.6199 gals.).
 RL1222
 RL1222.The modeled gravity was interpolated from observed gravity values.
 RL1222
 RL1222;                    North         East    Units  Estimated Accuracy
 RL1222;SPC MI N     -   188,790.    7,780,550.      MT  (+/- 180 meters Scaled)
 RL1222
 RL1222                          SUPERSEDED SURVEY CONTROL
 RL1222
 RL1222  NGVD 29 (??/??/92)  450.724  (m)         1478.75   (f) ADJ UNCH    2 0
 RL1222
 RL1222.Superseded values are not recommended for survey control.
 RL1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1222.See file dsdata.txt to determine how the superseded data were derived.
 RL1222
 RL1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS805476(NAD 83)
 RL1222_MARKER: DB = BENCH MARK DISK
 RL1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1222_STAMPING: H 140 1948
 RL1222_MARK LOGO: CGS   
 RL1222_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1222+STABILITY: SURFACE MOTION
 RL1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1222+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 RL1222
 RL1222  HISTORY     - Date     Condition        Report By
 RL1222  HISTORY     - 1948     MONUMENTED       CGS
 RL1222  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1222  HISTORY     - 19910814 GOOD             MIDT
 RL1222  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1222  HISTORY     - 20000817 GOOD             MIDT
 RL1222  HISTORY     - 20040806 GOOD             USPSQD
 RL1222
 RL1222                          STATION DESCRIPTION
 RL1222
 RL1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1222'4.4 MI SE FROM WAKEFIELD.
 RL1222'ABOUT 4.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1222'SCHOOL AT WAKEFIELD, ABOUT 0.6 MILE SOUTHEAST OF THE BRIDGE
 RL1222'OVER JACKSON CREEK, ABOUT 0.2 MILE SOUTHEAST OF AN EAST-WEST
 RL1222'CROSSROAD, AT A SMALL GROVE OF PINE TREES, 166 FEET SOUTH AND
 RL1222'ACROSS A GRAVEL ROAD FROM THE SOUTHEAST CORNER OF A BARN, 79
 RL1222'FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 67 FEET
 RL1222'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTHEAST
 RL1222'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET
 RL1222'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL1222
 RL1222                          STATION RECOVERY (1987)
 RL1222
 RL1222'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1222'MARK NOT FOUND.
 RL1222
 RL1222                          STATION RECOVERY (1991)
 RL1222
 RL1222'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BTR)
 RL1222'RECOVERED WITH FOLLOWING CHANGES.  THE BARN MENTION IN THE DESCRIPTION
 RL1222'IS GONE.  IT IS 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 RL1222
 RL1222                          STATION RECOVERY (1995)
 RL1222
 RL1222'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1222'MARK NOT FOUND.
 RL1222
 RL1222                          STATION RECOVERY (2000)
 RL1222
 RL1222'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1222'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-28 AND US-2 IN
 RL1222'WAKEFIELD GO EAST ALONG US-2 7.537 KM TO THE MARK ON LEFT.  34.3 M
 RL1222'WEST OF POWER POLE NO. 30-39/77, 24.2 M SOUTHWEST OF CENTERLINE OF
 RL1222'GRAVEL ROAD (OLD US-2), 20.4 M NORTHEAST OF CENTERLINE OF US-2, 0.3 M
 RL1222'EAST OF A WITNESS POST, 0.05 M ABOVE GROUND AND LEVEL WITH HWY US-2.
 RL1222
 RL1222                          STATION RECOVERY (2004)
 RL1222
 RL1222'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0980 ***********************************************************************
 RL0980  DESIGNATION -  H 141
 RL0980  PID         -  RL0980
 RL0980  STATE/COUNTY-  MI/GOGEBIC
 RL0980  USGS QUAD   -  STAR LAKE (1982)
 RL0980
 RL0980                         *CURRENT SURVEY CONTROL
 RL0980  ___________________________________________________________________
 RL0980* NAD 83(1986)-  46 20 01.     (N)    089 28 00.     (W)     SCALED    
 RL0980* NAVD 88     -       468.178  (meters)    1536.01   (feet)  ADJUSTED  
 RL0980  ___________________________________________________________________
 RL0980  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL0980  DYNAMIC HT  -         468.189 (meters)    1536.05  (feet)  COMP
 RL0980  MODELED GRAV-     980,624.7   (mgal)                       NAVD 88
 RL0980
 RL0980  VERT ORDER  -  SECOND    CLASS 0
 RL0980
 RL0980.The horizontal coordinates were scaled from a topographic map and have
 RL0980.an estimated accuracy of +/- 6 seconds.
 RL0980
 RL0980.The orthometric height was determined by differential leveling
 RL0980.and adjusted by the National Geodetic Survey in June 1991..
 RL0980
 RL0980.The geoid height was determined by GEOID03.
 RL0980
 RL0980.The dynamic height is computed by dividing the NAVD 88
 RL0980.geopotential number by the normal gravity value computed on the
 RL0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0980.degrees latitude (g = 980.6199 gals.).
 RL0980
 RL0980.The modeled gravity was interpolated from observed gravity values.
 RL0980
 RL0980;                    North         East    Units  Estimated Accuracy
 RL0980;SPC MI N     -   175,260.    7,810,130.      MT  (+/- 180 meters Scaled)
 RL0980
 RL0980                          SUPERSEDED SURVEY CONTROL
 RL0980
 RL0980  NGVD 29 (??/??/92)  468.195  (m)         1536.07   (f) ADJ UNCH    2 0
 RL0980
 RL0980.Superseded values are not recommended for survey control.
 RL0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0980.See file dsdata.txt to determine how the superseded data were derived.
 RL0980
 RL0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS101340(NAD 83)
 RL0980_MARKER: DB = BENCH MARK DISK
 RL0980_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RL0980_SP_SET: BRIDGE ABUTMENT
 RL0980_STAMPING: H 141 1948
 RL0980_MARK LOGO: CGS   
 RL0980_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0980+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 RL0980
 RL0980  HISTORY     - Date     Condition        Report By
 RL0980  HISTORY     - 1948     MONUMENTED       CGS
 RL0980  HISTORY     - 1987     GOOD             USPSQD
 RL0980  HISTORY     - 19950830 GOOD             MIDT
 RL0980  HISTORY     - 19950830 GOOD             MIDT
 RL0980  HISTORY     - 20050414 GOOD             GEOCAC
 RL0980
 RL0980                          STATION DESCRIPTION
 RL0980
 RL0980'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0980'12.8 MI E FROM MARENISCO.
 RL0980'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0980'AND NORTHWESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0980'12.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 1.1 MILES
 RL0980'SOUTHEAST OF THE BRIDGE OVER TENDERFOOT CREEK, SET IN THE
 RL0980'SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF AN 18-FOOT CONCRETE
 RL0980'BRIDGE, ABOUT 350 FEET SOUTHEAST OF A HOUSE ON SOUTHWEST SIDE
 RL0980'OF HIGHWAY, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0980'0.6 FOOT NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT AND
 RL0980'1 1/2 FEET BELOW THE HIGHWAY.
 RL0980
 RL0980                          STATION RECOVERY (1987)
 RL0980
 RL0980'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0980'RECOVERED IN GOOD CONDITION.
 RL0980
 RL0980                          STATION RECOVERY (1995)
 RL0980
 RL0980'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0980'RECOVERED AS DESCRIBED.
 RL0980
 RL0980                          STATION RECOVERY (1995)
 RL0980
 RL0980'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0980'STATION IS LOCATED ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF MARENISCO AND
 RL0980'ABOUT 1.1 MIL SOUTHEAST OF TENDERFOOT CREEK. TO REACH FROM THE
 RL0980'JUNCTION OF US HIGHWAY 2 AND STATE HIGHWAY M-64 AT MARENISCO, GO
 RL0980'SOUTHEAST ALONG HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A ROAD RIGHT.
 RL0980'TURN RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 1.5 MI (2.4 KM) TO THE MARK
 RL0980'ON THE RIGHT IN AN 18.0 FT (5.5 M) LONG CONCRETE BRIDGE, IN THE
 RL0980'SOUTHEAST END OF THE SOUTHEAST ABUTMENT OF THE BRIDGE.  IT IS 23.0 FT
 RL0980'(7.0 M) SOUTHWEST OF THE ROAD CENTERLINE, 0.6 FT (18.3 CM) NORTHEAST
 RL0980'OF THE SOUTHWEST END OF THE ABUTMENT AND ABOUT 1.5 FT (0.5 M) BELOW
 RL0980'THE HIGHWAY.
 RL0980
 RL0980                          STATION RECOVERY (2005)
 RL0980
 RL0980'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0980'NAD 83(1986)-  46 20 02.2 (N)    089 28 00.9 (W)   HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1202 ***********************************************************************
 RL1202  DESIGNATION -  H 142
 RL1202  PID         -  RL1202
 RL1202  STATE/COUNTY-  MI/GOGEBIC
 RL1202  USGS QUAD   -  MARENISCO (1975)
 RL1202
 RL1202                         *CURRENT SURVEY CONTROL
 RL1202  ___________________________________________________________________
 RL1202* NAD 83(1986)-  46 23 55.     (N)    089 37 47.     (W)     SCALED    
 RL1202* NAVD 88     -       486.516  (meters)    1596.18   (feet)  ADJUSTED  
 RL1202  ___________________________________________________________________
 RL1202  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 RL1202  DYNAMIC HT  -         486.519 (meters)    1596.19  (feet)  COMP
 RL1202  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 RL1202
 RL1202  VERT ORDER  -  SECOND    CLASS 0
 RL1202
 RL1202.The horizontal coordinates were scaled from a topographic map and have
 RL1202.an estimated accuracy of +/- 6 seconds.
 RL1202
 RL1202.The orthometric height was determined by differential leveling
 RL1202.and adjusted by the National Geodetic Survey in June 1991..
 RL1202
 RL1202.The geoid height was determined by GEOID03.
 RL1202
 RL1202.The dynamic height is computed by dividing the NAVD 88
 RL1202.geopotential number by the normal gravity value computed on the
 RL1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1202.degrees latitude (g = 980.6199 gals.).
 RL1202
 RL1202.The modeled gravity was interpolated from observed gravity values.
 RL1202
 RL1202;                    North         East    Units  Estimated Accuracy
 RL1202;SPC MI N     -   182,880.    7,797,820.      MT  (+/- 180 meters Scaled)
 RL1202
 RL1202                          SUPERSEDED SURVEY CONTROL
 RL1202
 RL1202  NGVD 29 (??/??/92)  486.513  (m)         1596.17   (f) ADJ UNCH    2 0
 RL1202
 RL1202.Superseded values are not recommended for survey control.
 RL1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1202.See file dsdata.txt to determine how the superseded data were derived.
 RL1202
 RL1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS978416(NAD 83)
 RL1202_MARKER: DB = BENCH MARK DISK
 RL1202_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1202_SP_SET: BRIDGE
 RL1202_STAMPING: H 142 1948
 RL1202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1202+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 RL1202
 RL1202  HISTORY     - Date     Condition        Report By
 RL1202  HISTORY     - 1948     MONUMENTED       CGS
 RL1202  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1202  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1202  HISTORY     - 20040805 GOOD             USPSQD
 RL1202
 RL1202                          STATION DESCRIPTION
 RL1202
 RL1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1202'4.2 MI NE FROM MARENISCO.
 RL1202'ABOUT 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1202'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1202'1.45 MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 2, SET IN
 RL1202'THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A
 RL1202'6-FOOT CONCRETE BRIDGE, 14.5 FEET NORTHWEST OF THE CENTER LINE
 RL1202'OF THE HIGHWAY, 15 FEET EAST OF POWER POLE NO. 97 AND ABOUT
 RL1202'LEVEL WITH THE ROAD.
 RL1202
 RL1202                          STATION RECOVERY (1987)
 RL1202
 RL1202'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1202'MARK NOT FOUND.
 RL1202
 RL1202                          STATION RECOVERY (1995)
 RL1202
 RL1202'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1202'MARK NOT FOUND.
 RL1202
 RL1202                          STATION RECOVERY (2004)
 RL1202
 RL1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1048 ***********************************************************************
 RL1048  DESIGNATION -  H 144
 RL1048  PID         -  RL1048
 RL1048  STATE/COUNTY-  MI/ONTONAGON
 RL1048  USGS QUAD   -  STORMY LAKE (1982)
 RL1048
 RL1048                         *CURRENT SURVEY CONTROL
 RL1048  ___________________________________________________________________
 RL1048* NAD 83(1986)-  46 20 34.     (N)    089 17 16.     (W)     SCALED    
 RL1048* NAVD 88     -       490.009  (meters)    1607.64   (feet)  ADJUSTED  
 RL1048  ___________________________________________________________________
 RL1048  GEOID HEIGHT-         -31.26  (meters)                     GEOID03
 RL1048  DYNAMIC HT  -         490.023 (meters)    1607.68  (feet)  COMP
 RL1048  MODELED GRAV-     980,627.1   (mgal)                       NAVD 88
 RL1048
 RL1048  VERT ORDER  -  SECOND    CLASS 0
 RL1048
 RL1048.The horizontal coordinates were scaled from a topographic map and have
 RL1048.an estimated accuracy of +/- 6 seconds.
 RL1048
 RL1048.The orthometric height was determined by differential leveling
 RL1048.and adjusted by the National Geodetic Survey in June 1991..
 RL1048
 RL1048.The geoid height was determined by GEOID03.
 RL1048
 RL1048.The dynamic height is computed by dividing the NAVD 88
 RL1048.geopotential number by the normal gravity value computed on the
 RL1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1048.degrees latitude (g = 980.6199 gals.).
 RL1048
 RL1048.The modeled gravity was interpolated from observed gravity values.
 RL1048
 RL1048;                    North         East    Units  Estimated Accuracy
 RL1048;SPC MI N     -   175,860.    7,823,920.      MT  (+/- 180 meters Scaled)
 RL1048
 RL1048                          SUPERSEDED SURVEY CONTROL
 RL1048
 RL1048  NGVD 29 (??/??/92)  490.030  (m)         1607.71   (f) ADJ UNCH    2 0
 RL1048
 RL1048.Superseded values are not recommended for survey control.
 RL1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1048.See file dsdata.txt to determine how the superseded data were derived.
 RL1048
 RL1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS239346(NAD 83)
 RL1048_MARKER: DB = BENCH MARK DISK
 RL1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1048_STAMPING: H 144 1948
 RL1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1048+STABILITY: SURFACE MOTION
 RL1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1048+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1048
 RL1048  HISTORY     - Date     Condition        Report By
 RL1048  HISTORY     - 1948     MONUMENTED       CGS
 RL1048  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1048  HISTORY     - 20040925 GOOD             GEOCAC
 RL1048
 RL1048                          STATION DESCRIPTION
 RL1048
 RL1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1048'10 MI SW FROM PAULDING.
 RL1048'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE
 RL1048'AT PAULDING, THENCE ABOUT 5.7 MILES SOUTHWEST ALONG A GRAVEL
 RL1048'ROAD, THENCE ABOUT 4.05 MILES SOUTH ALONG A GRAVEL ROAD LEADING
 RL1048'TO COUNTY LINE LAKE, ABOUT 0.4 MILE NORTH OF A ROAD LEADING
 RL1048'EAST TO PUBLIC FISHING SITE, 265 FEET SOUTH OF THE CENTER OF
 RL1048'THE JUNCTION OF A ROAD NORTHEAST, 69 FEET NORTHEAST AND ACROSS
 RL1048'THE ROAD FROM THE CENTER OF GATE AT ENTRANCE TO CAMP SCHOOLCRAFT,
 RL1048'29 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST
 RL1048'OF A TRIANGULAR BLAZED 18-INCH BIRCH TREE, 9 FEET SOUTH OF A
 RL1048'TRIANGULAR BLAZED 7-INCH HARD MAPLE TREE, 2 FEET SOUTH OF A
 RL1048'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN
 RL1048'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1048
 RL1048                          STATION RECOVERY (2001)
 RL1048
 RL1048'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1048'MARK NOT FOUND.
 RL1048
 RL1048                          STATION RECOVERY (2004)
 RL1048
 RL1048'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1048'NAD 83 -  46 20 33.1 (N) -  089 17 16.0 (W)  HANDHELD DGPS
 RL1048' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1254 ***********************************************************************
 RL1254  DESIGNATION -  H 145
 RL1254  PID         -  RL1254
 RL1254  STATE/COUNTY-  MI/GOGEBIC
 RL1254  USGS QUAD   -  CHANEY LAKE (1982)
 RL1254
 RL1254                         *CURRENT SURVEY CONTROL
 RL1254  ___________________________________________________________________
 RL1254* NAD 83(1986)-  46 20 53.     (N)    089 55 47.     (W)     SCALED    
 RL1254* NAVD 88     -       522.799  (meters)    1715.22   (feet)  ADJUSTED  
 RL1254  ___________________________________________________________________
 RL1254  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 RL1254  DYNAMIC HT  -         522.793 (meters)    1715.20  (feet)  COMP
 RL1254  MODELED GRAV-     980,585.8   (mgal)                       NAVD 88
 RL1254
 RL1254  VERT ORDER  -  SECOND    CLASS 0
 RL1254
 RL1254.The horizontal coordinates were scaled from a topographic map and have
 RL1254.an estimated accuracy of +/- 6 seconds.
 RL1254
 RL1254.The orthometric height was determined by differential leveling
 RL1254.and adjusted by the National Geodetic Survey in June 1991..
 RL1254
 RL1254.The geoid height was determined by GEOID03.
 RL1254
 RL1254.The dynamic height is computed by dividing the NAVD 88
 RL1254.geopotential number by the normal gravity value computed on the
 RL1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1254.degrees latitude (g = 980.6199 gals.).
 RL1254
 RL1254.The modeled gravity was interpolated from observed gravity values.
 RL1254
 RL1254;                    North         East    Units  Estimated Accuracy
 RL1254;SPC MI N     -   178,080.    7,774,550.      MT  (+/- 180 meters Scaled)
 RL1254
 RL1254                          SUPERSEDED SURVEY CONTROL
 RL1254
 RL1254  NGVD 29 (??/??/92)  522.785  (m)         1715.17   (f) ADJ UNCH    2 0
 RL1254
 RL1254.Superseded values are not recommended for survey control.
 RL1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1254.See file dsdata.txt to determine how the superseded data were derived.
 RL1254
 RL1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS745368(NAD 83)
 RL1254_MARKER: DB = BENCH MARK DISK
 RL1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1254_STAMPING: H 145 1948
 RL1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1254+STABILITY: SURFACE MOTION
 RL1254
 RL1254  HISTORY     - Date     Condition        Report By
 RL1254  HISTORY     - 1948     MONUMENTED       CGS
 RL1254  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1254  HISTORY     - 19960624 GOOD             USPSQD
 RL1254  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1254
 RL1254                          STATION DESCRIPTION
 RL1254
 RL1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1254'9 MI S FROM WAKEFIELD.
 RL1254'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1254'HALL AT WAKEFIELD, THENCE ABOUT 8.4 MILES SOUTH ALONG CHANEY
 RL1254'LAKE ROAD, ABOUT 0.2 MILE NORTHWEST OF A ROAD LEADING SOUTHWEST,
 RL1254'ABOUT 0.1 MILE SOUTH OF A ROAD SOUTHEAST, 36 FEET NORTHEAST
 RL1254'OF THE CENTER LINE OF THE ROAD, 77 FEET NORTHEAST AND ACROSS
 RL1254'THE ROAD FROM A CONCRETE ROAD MARKER POST, 50 FEET NORTH-NORTHEAST
 RL1254'OF A TRIANGULAR BLAZED 22-INCH BIRCH TREE, 4 FEET SOUTH OF A
 RL1254'TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 1 FOOT NORTH-NORTHWEST
 RL1254'OF A CONCRETE ROAD MARKER POST, 2 FEET BELOW THE ROAD
 RL1254'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1254
 RL1254                          STATION RECOVERY (1988)
 RL1254
 RL1254'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1254'MARK NOT FOUND.
 RL1254
 RL1254                          STATION RECOVERY (1996)
 RL1254
 RL1254'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1254'RECOVERED IN GOOD CONDITION.
 RL1254
 RL1254                          STATION RECOVERY (2004)
 RL1254
 RL1254'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1164 ***********************************************************************
 RL1164  DESIGNATION -  H 146
 RL1164  PID         -  RL1164
 RL1164  STATE/COUNTY-  MI/GOGEBIC
 RL1164  USGS QUAD   -  GOGEBIC (1982)
 RL1164
 RL1164                         *CURRENT SURVEY CONTROL
 RL1164  ___________________________________________________________________
 RL1164* NAD 83(1986)-  46 19 39.     (N)    089 32 53.     (W)     SCALED    
 RL1164* NAVD 88     -       479.973  (meters)    1574.71   (feet)  ADJUSTED  
 RL1164  ___________________________________________________________________
 RL1164  GEOID HEIGHT-         -30.99  (meters)                     GEOID03
 RL1164  DYNAMIC HT  -         479.985 (meters)    1574.75  (feet)  COMP
 RL1164  MODELED GRAV-     980,623.6   (mgal)                       NAVD 88
 RL1164
 RL1164  VERT ORDER  -  SECOND    CLASS 0
 RL1164
 RL1164.The horizontal coordinates were scaled from a topographic map and have
 RL1164.an estimated accuracy of +/- 6 seconds.
 RL1164
 RL1164.The orthometric height was determined by differential leveling
 RL1164.and adjusted by the National Geodetic Survey in June 1991..
 RL1164
 RL1164.The geoid height was determined by GEOID03.
 RL1164
 RL1164.The dynamic height is computed by dividing the NAVD 88
 RL1164.geopotential number by the normal gravity value computed on the
 RL1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1164.degrees latitude (g = 980.6199 gals.).
 RL1164
 RL1164.The modeled gravity was interpolated from observed gravity values.
 RL1164
 RL1164;                    North         East    Units  Estimated Accuracy
 RL1164;SPC MI N     -   174,780.    7,803,840.      MT  (+/- 180 meters Scaled)
 RL1164
 RL1164                          SUPERSEDED SURVEY CONTROL
 RL1164
 RL1164  NGVD 29 (??/??/92)  479.987  (m)         1574.76   (f) ADJ UNCH    2 0
 RL1164
 RL1164.Superseded values are not recommended for survey control.
 RL1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1164.See file dsdata.txt to determine how the superseded data were derived.
 RL1164
 RL1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS038335(NAD 83)
 RL1164_MARKER: DB = BENCH MARK DISK
 RL1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1164_STAMPING: H 146 1948
 RL1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1164+STABILITY: SURFACE MOTION
 RL1164
 RL1164  HISTORY     - Date     Condition        Report By
 RL1164  HISTORY     - 1948     MONUMENTED       CGS
 RL1164
 RL1164                          STATION DESCRIPTION
 RL1164
 RL1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1164'3.4 MI SW FROM GOGEBIC STATION.
 RL1164'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM THE CROSSING OF
 RL1164'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1164'ABOUT 2.85 MILES SOUTHWEST ALONG A TRAIL, ABOUT 0.45 MILE
 RL1164'SOUTHWEST OF A SMALL STREAM, ABOUT 0.2 MILE NORTHEAST OF AN
 RL1164'18-INCH PIPE CULVERT, ABOUT 0.35 MILE NORTHEAST OF AN 18-INCH
 RL1164'PIPE CULVERT, 194 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION
 RL1164'OF A TRAIL WEST, 71 FEET NORTH AND ACROSS THE TRAIL FROM A
 RL1164'TRIANGULAR BLAZED HARD MAPLE TREE, 24 FEET NORTHWEST OF THE
 RL1164'CENTER LINE OF THE ROAD, 24 FEET SOUTHEAST OF AN 8-INCH WILD
 RL1164'CHERRY TREE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 RL1164'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1164'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1052 ***********************************************************************
 RL1052  DESIGNATION -  H 147
 RL1052  PID         -  RL1052
 RL1052  STATE/COUNTY-  MI/ONTONAGON
 RL1052  USGS QUAD   -  
 RL1052
 RL1052                         *CURRENT SURVEY CONTROL
 RL1052  ___________________________________________________________________
 RL1052* NAD 83(1986)-  46 29 38.     (N)    089 15 42.     (W)     SCALED    
 RL1052* NAVD 88     -       396.689  (meters)    1301.47   (feet)  ADJUSTED  
 RL1052  ___________________________________________________________________
 RL1052  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RL1052  DYNAMIC HT  -         396.699 (meters)    1301.50  (feet)  COMP
 RL1052  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL1052
 RL1052  VERT ORDER  -  SECOND    CLASS 0
 RL1052
 RL1052.The horizontal coordinates were scaled from a topographic map and have
 RL1052.an estimated accuracy of +/- 6 seconds.
 RL1052
 RL1052.The orthometric height was determined by differential leveling
 RL1052.and adjusted by the National Geodetic Survey in June 1991..
 RL1052
 RL1052.The geoid height was determined by GEOID03.
 RL1052
 RL1052.The dynamic height is computed by dividing the NAVD 88
 RL1052.geopotential number by the normal gravity value computed on the
 RL1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1052.degrees latitude (g = 980.6199 gals.).
 RL1052
 RL1052.The modeled gravity was interpolated from observed gravity values.
 RL1052
 RL1052;                    North         East    Units  Estimated Accuracy
 RL1052;SPC MI N     -   192,600.    7,826,410.      MT  (+/- 180 meters Scaled)
 RL1052
 RL1052                          SUPERSEDED SURVEY CONTROL
 RL1052
 RL1052  NGVD 29 (??/??/92)  396.698  (m)         1301.50   (f) ADJ UNCH    2 0
 RL1052
 RL1052.Superseded values are not recommended for survey control.
 RL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1052.See file dsdata.txt to determine how the superseded data were derived.
 RL1052
 RL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS264514(NAD 83)
 RL1052_MARKER: DB = BENCH MARK DISK
 RL1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1052_STAMPING: H 147 1948
 RL1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1052+STABILITY: SURFACE MOTION
 RL1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1052+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 RL1052
 RL1052  HISTORY     - Date     Condition        Report By
 RL1052  HISTORY     - 1948     MONUMENTED       CGS
 RL1052  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1052  HISTORY     - 20040925 GOOD             GEOCAC
 RL1052
 RL1052                          STATION DESCRIPTION
 RL1052
 RL1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1052'3.8 MI SE FROM EWEN.
 RL1052'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL1052'CHURCH AT EWEN, THENCE ABOUT 2.85 MILES SOUTH ALONG A GRAVEL
 RL1052'ROAD, ABOUT 0.25 MILE SOUTH OF A FARM HOUSE ON WEST SIDE OF
 RL1052'ROAD, AT THE NORTHWEST CORNER OF A CLEARING ON THE EAST SIDE
 RL1052'OF ROAD, 49 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH
 RL1052'ASPEN TREE, 23 FEET SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH
 RL1052'BIRCH TREE, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.5 FEET
 RL1052'EAST OF A NORTH-SOUTH FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 RL1052'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 RL1052'A CONCRETE POST PROJECTING 6 INCHES.
 RL1052
 RL1052                          STATION RECOVERY (2001)
 RL1052
 RL1052'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1052'MARK NOT FOUND.
 RL1052
 RL1052                          STATION RECOVERY (2004)
 RL1052
 RL1052'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1052'NAD 83 -  46 29 37.2 (N) -  089 15 43.1 (W)  HANDHELD DGPS
 RL1052' 
 RL1052'ROAD NAME IS CHOATE ROAD.  MARK IS 2 FT BELOW LEVEL WITH THE ROAD AND
 RL1052'PROJECTING 3-INCH'S ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0070 ***********************************************************************
 SG0070  DESIGNATION -  H 148
 SG0070  PID         -  SG0070
 SG0070  STATE/COUNTY-  MI/HOUGHTON
 SG0070  USGS QUAD   -  CHASSELL (1975)
 SG0070
 SG0070                         *CURRENT SURVEY CONTROL
 SG0070  ___________________________________________________________________
 SG0070* NAD 83(1986)-  47 07 11.     (N)    088 35 25.     (W)     SCALED    
 SG0070* NAVD 88     -       190.089  (meters)     623.65   (feet)  ADJUSTED  
 SG0070  ___________________________________________________________________
 SG0070  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 SG0070  DYNAMIC HT  -         190.117 (meters)     623.74  (feet)  COMP
 SG0070  MODELED GRAV-     980,757.6   (mgal)                       NAVD 88
 SG0070
 SG0070  VERT ORDER  -  FIRST     CLASS II
 SG0070
 SG0070.The horizontal coordinates were scaled from a topographic map and have
 SG0070.an estimated accuracy of +/- 6 seconds.
 SG0070
 SG0070.The orthometric height was determined by differential leveling
 SG0070.and adjusted by the National Geodetic Survey in June 1991..
 SG0070
 SG0070.The geoid height was determined by GEOID03.
 SG0070
 SG0070.The dynamic height is computed by dividing the NAVD 88
 SG0070.geopotential number by the normal gravity value computed on the
 SG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0070.degrees latitude (g = 980.6199 gals.).
 SG0070
 SG0070.The modeled gravity was interpolated from observed gravity values.
 SG0070
 SG0070;                    North         East    Units  Estimated Accuracy
 SG0070;SPC MI N     -   260,900.    7,879,330.      MT  (+/- 180 meters Scaled)
 SG0070
 SG0070                          SUPERSEDED SURVEY CONTROL
 SG0070
 SG0070  NGVD 29 (??/??/92)  190.098  (m)          623.68   (f) ADJ UNCH    1 2
 SG0070
 SG0070.Superseded values are not recommended for survey control.
 SG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0070.See file dsdata.txt to determine how the superseded data were derived.
 SG0070
 SG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT793196(NAD 83)
 SG0070_MARKER: DB = BENCH MARK DISK
 SG0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0070_SP_SET: DRAIN TRAP
 SG0070_STAMPING: H 148 1948
 SG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0070
 SG0070  HISTORY     - Date     Condition        Report By
 SG0070  HISTORY     - 1948     MONUMENTED       CGS
 SG0070
 SG0070                          STATION DESCRIPTION
 SG0070
 SG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0070'1 MI W FROM HOUGHTON.
 SG0070'ABOUT 0.95 MILE WEST ALONG THE COPPER RANGE RAILROAD FROM THE
 SG0070'STATION AT HOUGHTON, BETWEEN A BLACK TOP ROAD AND THE RAILROAD, SET
 SG0070'IN THE NORTHWEST CORNER OF A DRAIN TRAP (CONCRETE), 287 FEET EAST
 SG0070'OF THE CENTER OF THE CROSSING OF THE BLACK TOP ROAD AND THE
 SG0070'RAILROAD, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 22 FEET
 SG0070'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 28 FEET EAST OF A
 SG0070'TELEPHONE POLE, AND 1 1/2 FEET ABOVE THE TRACK.  NOTE-- TO REACH
 SG0070'FROM THE JUNCTION OF STATE HIGHWAY 26 AND U.S. HIGHWAY 41 AT
 SG0070'HOUGHTON GO ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 26, THENCE
 SG0070'ABOUT 0.3 MILE WEST ALONG A BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0554 ***********************************************************************
 RL0554  DESIGNATION -  H 149
 RL0554  PID         -  RL0554
 RL0554  STATE/COUNTY-  MI/HOUGHTON
 RL0554  USGS QUAD   -  PINE LAKE (1984)
 RL0554
 RL0554                         *CURRENT SURVEY CONTROL
 RL0554  ___________________________________________________________________
 RL0554* NAD 83(1986)-  46 54 34.     (N)    088 37 30.     (W)     SCALED    
 RL0554* NAVD 88     -       245.976  (meters)     807.01   (feet)  ADJUSTED  
 RL0554  ___________________________________________________________________
 RL0554  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 RL0554  DYNAMIC HT  -         245.994 (meters)     807.07  (feet)  COMP
 RL0554  MODELED GRAV-     980,680.6   (mgal)                       NAVD 88
 RL0554
 RL0554  VERT ORDER  -  SECOND    CLASS 0
 RL0554
 RL0554.The horizontal coordinates were scaled from a topographic map and have
 RL0554.an estimated accuracy of +/- 6 seconds.
 RL0554
 RL0554.The orthometric height was determined by differential leveling
 RL0554.and adjusted by the National Geodetic Survey in June 1991..
 RL0554
 RL0554.The geoid height was determined by GEOID03.
 RL0554
 RL0554.The dynamic height is computed by dividing the NAVD 88
 RL0554.geopotential number by the normal gravity value computed on the
 RL0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0554.degrees latitude (g = 980.6199 gals.).
 RL0554
 RL0554.The modeled gravity was interpolated from observed gravity values.
 RL0554
 RL0554;                    North         East    Units  Estimated Accuracy
 RL0554;SPC MI N     -   237,580.    7,876,210.      MT  (+/- 180 meters Scaled)
 RL0554
 RL0554                          SUPERSEDED SURVEY CONTROL
 RL0554
 RL0554  NGVD 29 (??/??/92)  245.965  (m)          806.97   (f) ADJ UNCH    2 0
 RL0554
 RL0554.Superseded values are not recommended for survey control.
 RL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0554.See file dsdata.txt to determine how the superseded data were derived.
 RL0554
 RL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS762963(NAD 83)
 RL0554_MARKER: DB = BENCH MARK DISK
 RL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0554_STAMPING: H 149 1948
 RL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0554+STABILITY: SURFACE MOTION
 RL0554
 RL0554  HISTORY     - Date     Condition        Report By
 RL0554  HISTORY     - 1948     MONUMENTED       CGS
 RL0554  HISTORY     - 20040419 MARK NOT FOUND   GEOCAC
 RL0554
 RL0554                          STATION DESCRIPTION
 RL0554
 RL0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0554'1 MI S FROM TAPIOLA.
 RL0554'1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT TAPIOLA,
 RL0554'AT A CROSS ROAD, 58 FEET SOUTHEAST OF THE CENTER OF THE
 RL0554'INTERSECTION, 46 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0554'34 FEET SOUTH OF THE CENTER LINE OF THE CROSS ROAD, 30 FEET
 RL0554'EAST OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER NORTH-SOUTH
 RL0554'ROAD, 9 FEET NORTHWEST OF R.E.A, POWER POLE NO. J I 124, 12 FEET
 RL0554'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE, 2 1/2
 RL0554'FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD
 RL0554'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0554
 RL0554                          STATION RECOVERY (2004)
 RL0554
 RL0554'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0554'THERE HAS BEEN UNDERGROUND TELEPHONE CABLE CONSTRUCTION AT THE
 RL0554'DESCRIBED LOCATION AS WELL AS ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0276 ***********************************************************************
 QJ0276  DESIGNATION -  H 15 MI 79
 QJ0276  PID         -  QJ0276
 QJ0276  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0276  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0276
 QJ0276                         *CURRENT SURVEY CONTROL
 QJ0276  ___________________________________________________________________
 QJ0276* NAD 83(1994)-  45 21 18.72498(N)    083 35 03.57367(W)     ADJUSTED  
 QJ0276* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 QJ0276  ___________________________________________________________________
 QJ0276  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 QJ0276  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0276
 QJ0276  HORZ ORDER  -  THIRD
 QJ0276
 QJ0276.The horizontal coordinates were established by classical geodetic methods
 QJ0276.and adjusted by the National Geodetic Survey in February 1997..
 QJ0276
 QJ0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0276
 QJ0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0276
 QJ0276.The geoid height was determined by GEOID03.
 QJ0276
 QJ0276;                    North         East     Units Scale Factor Converg.
 QJ0276;SPC MI C     -   226,819.825 6,061,298.045   MT  0.99993851   +0 33 09.5
 QJ0276;SPC MI C     -   744,159.53 19,886,148.44   iFT  0.99993851   +0 33 09.5
 QJ0276;UTM  17      - 5,025,659.071   297,578.758   MT  1.00010381   -1 50 21.5
 QJ0276
 QJ0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0276!SPC MI C     -   0.99997801  x   0.99993851  =   0.99991652
 QJ0276!UTM  17      -   0.99997801  x   1.00010381  =   1.00008181
 QJ0276
 QJ0276:                Primary Azimuth Mark                     Grid Az
 QJ0276:SPC MI C     -  H 16 MI 79                               106 29 39.8
 QJ0276:UTM  17      -  H 16 MI 79                               108 53 10.8
 QJ0276
 QJ0276|---------------------------------------------------------------------|
 QJ0276| PID    Reference Object                     Distance      Geod. Az  |
 QJ0276|                                                           dddmmss.s |
 QJ0276| QJ0275 H 16 MI 79                          APPROX. 1.5 KM 1070249.3 |
 QJ0276|---------------------------------------------------------------------|
 QJ0276
 QJ0276                          SUPERSEDED SURVEY CONTROL
 QJ0276
 QJ0276  NAD 83(1986)-  45 21 18.71780(N)    083 35 03.57435(W) AD(       ) 3
 QJ0276  NAD 27      -  45 21 18.66617(N)    083 35 03.62382(W) AD(       ) 3
 QJ0276  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 QJ0276
 QJ0276.Superseded values are not recommended for survey control.
 QJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0276.See file dsdata.txt to determine how the superseded data were derived.
 QJ0276
 QJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9757925659(NAD 83)
 QJ0276_MARKER: DE = TRAVERSE STATION DISK
 QJ0276_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0276_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0276_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0276
 QJ0276  HISTORY     - Date     Condition        Report By
 QJ0276  HISTORY     - 1979     MONUMENTED       NOS
 QJ0276
 QJ0276                          STATION DESCRIPTION
 QJ0276
 QJ0276'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0276'STATION IS LOCATED 11 MILES SOUTHEAST OF ROGERS CITY
 QJ0276'AND APPROXIMATELY 5.1 MILES NORTHWEST OF THE PRESQUE ISLE
 QJ0276'LIGHTHOUSE ON PROPERTY OWNED BY THE U.S.STEEL CORP. CALCITE
 QJ0276'PLANT.
 QJ0276'
 QJ0276'TO REACH THE STATION FROM THE PO IN ROGERS CITY TAKE
 QJ0276'U.S. 23 BUSINESS ROUTE SE FOR 3.25 MILES TO
 QJ0276'U.S.23 BYPASS. TAKE U.S.23 BYPASS TO THE LEFT AND PROCEED FOR
 QJ0276'10.8 MILES TO A DIRT ROAD AND GATE ON THE LEFT.KEY TO GATE
 QJ0276'MUST BE OBTAINED FROM CALCITE PL. ENG.TAKE ROAD THROUGH THE
 QJ0276'AND PROCEED FOR 0.50 MILES TO A NARROWER DIRT ROAD ON THE
 QJ0276'RIGHT. TURN RIGHT AND FOLLOW ROAD FOR 1.70 MILES AND THE AREA OF
 QJ0276'THE STATION ON THE LEFT.STAY ON MAIN TRAVELED DIRT ROAD.
 QJ0276'
 QJ0276'STA.IS A STANDARD NOS ALUM.DISK STAMPED---H 15 MI 79---,
 QJ0276'SET INTO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IN TURN IS
 QJ0276'SET INTO A MASS OF CONCRETE.THE MASS OF CONCRETE IS 1.0 FEET IN
 QJ0276'DIAMETER.
 QJ0276'
 QJ0276'THE STATION IS 111.2 FEET SOUTH OF A 1 INCH IRON ROD WHICH IS 1
 QJ0276'FOOT ABOVE THE EXISTING GROUND, AND 12.55 FEET NORTH OF A NOS
 QJ0276'WITNESS POST SIGN WHICH IS NAILED TO A 3 INCH DIAMETER BIRCH
 QJ0276'TREE.
 QJ0276'
 QJ0276'HEIGHT OF LIGHT ABOVE STATION WAS 1.65 METERS.
 QJ0276'
 QJ0276'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0335 ***********************************************************************
 RK0335  DESIGNATION -  H 150
 RK0335  PID         -  RK0335
 RK0335  STATE/COUNTY-  MI/MARQUETTE
 RK0335  USGS QUAD   -  SILVER LAKE BASIN (1996)
 RK0335
 RK0335                         *CURRENT SURVEY CONTROL
 RK0335  ___________________________________________________________________
 RK0335* NAD 83(1986)-  46 37 31.     (N)    087 47 15.     (W)     SCALED    
 RK0335* NAVD 88     -       425.849  (meters)    1397.14   (feet)  ADJUSTED  
 RK0335  ___________________________________________________________________
 RK0335  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 RK0335  DYNAMIC HT  -         425.874 (meters)    1397.22  (feet)  COMP
 RK0335  MODELED GRAV-     980,658.7   (mgal)                       NAVD 88
 RK0335
 RK0335  VERT ORDER  -  SECOND    CLASS 0
 RK0335
 RK0335.The horizontal coordinates were scaled from a topographic map and have
 RK0335.an estimated accuracy of +/- 6 seconds.
 RK0335
 RK0335.The orthometric height was determined by differential leveling
 RK0335.and adjusted by the National Geodetic Survey in June 1991..
 RK0335
 RK0335.The geoid height was determined by GEOID03.
 RK0335
 RK0335.The dynamic height is computed by dividing the NAVD 88
 RK0335.geopotential number by the normal gravity value computed on the
 RK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0335.degrees latitude (g = 980.6199 gals.).
 RK0335
 RK0335.The modeled gravity was interpolated from observed gravity values.
 RK0335
 RK0335;                    North         East    Units  Estimated Accuracy
 RK0335;SPC MI N     -   205,020.    7,939,690.      MT  (+/- 180 meters Scaled)
 RK0335
 RK0335                          SUPERSEDED SURVEY CONTROL
 RK0335
 RK0335  NGVD 29 (??/??/92)  425.798  (m)         1396.97   (f) ADJ UNCH    2 0
 RK0335
 RK0335.Superseded values are not recommended for survey control.
 RK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0335.See file dsdata.txt to determine how the superseded data were derived.
 RK0335
 RK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS397638(NAD 83)
 RK0335_MARKER: DB = BENCH MARK DISK
 RK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0335_STAMPING: H 150 1948
 RK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0335+STABILITY: SURFACE MOTION
 RK0335
 RK0335  HISTORY     - Date     Condition        Report By
 RK0335  HISTORY     - 1948     MONUMENTED       CGS
 RK0335  HISTORY     - 1985     GOOD             NGS
 RK0335
 RK0335                          STATION DESCRIPTION
 RK0335
 RK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0335'14.6 MI NW FROM ISHPEMING.
 RK0335'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0335'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0335'5.8 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.65 MILE SOUTH OF A
 RK0335'BRIDGE OVER BIG DEAD RIVER, 0.75 MILE SOUTH OF THE JUNCTION
 RK0335'WITH A ROAD NORTH, ALONG A SHORT NORTH-SOUTH TANGENT, ABOUT 100
 RK0335'YARDS NORTH OF THE NORTH END OF A CURVE WITH TANGENTS NORTH
 RK0335'AND SOUTHWEST, 37 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RK0335'20 FEET SOUTH OF AN 8-INCH TRIANGULAR BLAZED BIRCH TREE, 2 FEET
 RK0335'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RK0335'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING, 7 INCHES.
 RK0335
 RK0335                          STATION RECOVERY (1985)
 RK0335
 RK0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0596 ***********************************************************************
 RL0596  DESIGNATION -  H 151
 RL0596  PID         -  RL0596
 RL0596  STATE/COUNTY-  MI/HOUGHTON
 RL0596  USGS QUAD   -  
 RL0596
 RL0596                         *CURRENT SURVEY CONTROL
 RL0596  ___________________________________________________________________
 RL0596* NAD 83(1986)-  46 45 53.     (N)    088 46 41.     (W)     SCALED    
 RL0596* NAVD 88     -       312.400  (meters)    1024.93   (feet)  ADJUSTED  
 RL0596  ___________________________________________________________________
 RL0596  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 RL0596  DYNAMIC HT  -         312.417 (meters)    1024.99  (feet)  COMP
 RL0596  MODELED GRAV-     980,658.4   (mgal)                       NAVD 88
 RL0596
 RL0596  VERT ORDER  -  SECOND    CLASS 0
 RL0596
 RL0596.The horizontal coordinates were scaled from a topographic map and have
 RL0596.an estimated accuracy of +/- 6 seconds.
 RL0596
 RL0596.The orthometric height was determined by differential leveling
 RL0596.and adjusted by the National Geodetic Survey in June 1991..
 RL0596
 RL0596.The geoid height was determined by GEOID03.
 RL0596
 RL0596.The dynamic height is computed by dividing the NAVD 88
 RL0596.geopotential number by the normal gravity value computed on the
 RL0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0596.degrees latitude (g = 980.6199 gals.).
 RL0596
 RL0596.The modeled gravity was interpolated from observed gravity values.
 RL0596
 RL0596;                    North         East    Units  Estimated Accuracy
 RL0596;SPC MI N     -   221,750.    7,864,200.      MT  (+/- 180 meters Scaled)
 RL0596
 RL0596                          SUPERSEDED SURVEY CONTROL
 RL0596
 RL0596  NGVD 29 (??/??/92)  312.384  (m)         1024.88   (f) ADJ UNCH    2 0
 RL0596
 RL0596.Superseded values are not recommended for survey control.
 RL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0596.See file dsdata.txt to determine how the superseded data were derived.
 RL0596
 RL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS642805(NAD 83)
 RL0596_MARKER: DB = BENCH MARK DISK
 RL0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0596_STAMPING: H 151 1948
 RL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0596+STABILITY: SURFACE MOTION
 RL0596
 RL0596  HISTORY     - Date     Condition        Report By
 RL0596  HISTORY     - 1948     MONUMENTED       CGS
 RL0596  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0596
 RL0596                          STATION DESCRIPTION
 RL0596
 RL0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0596'0.9 MI W FROM ALSTON.
 RL0596'0.9 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0596'ABOUT 0.85 MILE WEST OF A ROAD SOUTH, AT A SMALL GROVE OF TREES
 RL0596'SOUTH OF ROAD AND A FARM HOUSE NORTH OF ROAD, AT THE NORTHWEST
 RL0596'CORNER OF THE GROVE OF TREES, 0.3 MILE EAST OF A CHURCH AND
 RL0596'CEMETERY ON SOUTH SIDE OF ROAD, ABOUT 0.15 MILE EAST OF A ROAD
 RL0596'SOUTH, ABOUT 70 YARDS EAST OF THE TOP OF A GRADE, 273 FEET
 RL0596'WEST OF A FARM HOUSE ON NORTH SIDE OF HIGHWAY, 37 FEET SOUTH
 RL0596'OF THE CENTER LINE OF THE HIGHWAY 13 FEET WEST OF THE CENTER
 RL0596'LINE OF A GATE TO A FIELD, 14 FEET SOUTH OF THE WEST END OF
 RL0596'A CONCRETE PIPE CULVERT UNDER DRIVE TO FIELD, 1 FOOT NORTH OF
 RL0596'A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 RL0596'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0596'PROJECTING 3 INCHES.
 RL0596
 RL0596                          STATION RECOVERY (1977)
 RL0596
 RL0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0610 ***********************************************************************
 RL0610  DESIGNATION -  H 152
 RL0610  PID         -  RL0610
 RL0610  STATE/COUNTY-  MI/HOUGHTON
 RL0610  USGS QUAD   -  
 RL0610
 RL0610                         *CURRENT SURVEY CONTROL
 RL0610  ___________________________________________________________________
 RL0610* NAD 83(1986)-  46 51 58.     (N)    088 53 20.     (W)     SCALED    
 RL0610* NAVD 88     -       380.539  (meters)    1248.48   (feet)  ADJUSTED  
 RL0610  ___________________________________________________________________
 RL0610  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 RL0610  DYNAMIC HT  -         380.572 (meters)    1248.59  (feet)  COMP
 RL0610  MODELED GRAV-     980,688.4   (mgal)                       NAVD 88
 RL0610
 RL0610  VERT ORDER  -  SECOND    CLASS 0
 RL0610
 RL0610.The horizontal coordinates were scaled from a topographic map and have
 RL0610.an estimated accuracy of +/- 6 seconds.
 RL0610
 RL0610.The orthometric height was determined by differential leveling
 RL0610.and adjusted by the National Geodetic Survey in June 1991..
 RL0610
 RL0610.The geoid height was determined by GEOID03.
 RL0610
 RL0610.The dynamic height is computed by dividing the NAVD 88
 RL0610.geopotential number by the normal gravity value computed on the
 RL0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0610.degrees latitude (g = 980.6199 gals.).
 RL0610
 RL0610.The modeled gravity was interpolated from observed gravity values.
 RL0610
 RL0610;                    North         East    Units  Estimated Accuracy
 RL0610;SPC MI N     -   233,210.    7,856,000.      MT  (+/- 180 meters Scaled)
 RL0610
 RL0610                          SUPERSEDED SURVEY CONTROL
 RL0610
 RL0610  NGVD 29 (??/??/92)  380.528  (m)         1248.45   (f) ADJ UNCH    2 0
 RL0610
 RL0610.Superseded values are not recommended for survey control.
 RL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0610.See file dsdata.txt to determine how the superseded data were derived.
 RL0610
 RL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS560920(NAD 83)
 RL0610_MARKER: DB = BENCH MARK DISK
 RL0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0610_STAMPING: H 152 1948
 RL0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0610+STABILITY: SURFACE MOTION
 RL0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0610+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0610
 RL0610  HISTORY     - Date     Condition        Report By
 RL0610  HISTORY     - 1948     MONUMENTED       CGS
 RL0610  HISTORY     - 20040515 GOOD             GEOCAC
 RL0610
 RL0610                          STATION DESCRIPTION
 RL0610
 RL0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0610'0.8 MI E FROM WINONA.
 RL0610'0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COPPER RANGE RAILROAD
 RL0610'STATION AT WINONA, THENCE ABOUT 0.3 MILE NORTHEAST ALONG STATE
 RL0610'HIGHWAY 26, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG THE NISULA
 RL0610'ROAD, ABOUT 0.1 MILE SOUTHEAST OF A DIM ROAD SOUTHWEST, 29 FEET
 RL0610'NORTHEAST OF THE CENTER LINE OF THE ROAD, 34 FEET SOUTHWEST OF
 RL0610'THE CENTER OF AN OLD RAILROAD BED, 9 1/2 FEET NORTHWEST OF A
 RL0610'TRIANGULAR BLAZED 16-INCH HARD MAPLE TREE, 10 1/2 FEET
 RL0610'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 16-INCH HARD MAPLE TREE,
 RL0610'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 RL0610'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0610'1 1/2 INCHES.
 RL0610
 RL0610                          STATION RECOVERY (2004)
 RL0610
 RL0610'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0610'NAD 83 -  46 51 56.6 (N) -  088 53 21.4 (W) GARMIN GPS V
 RL0610' 
 RL0610'MARK IS LOCATED ALONG PIKE LAKE ROAD.  ABOUT 250 FT SOUTHWEST ALONG
 RL0610'LAKE LKAE FROM A ROAD JUNCTION SOUTH.  ORIGINAL WOOD POST IN GOOD
 RL0610'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0505 ***********************************************************************
 RL0505  DESIGNATION -  H 153
 RL0505  PID         -  RL0505
 RL0505  STATE/COUNTY-  MI/HOUGHTON
 RL0505  USGS QUAD   -  
 RL0505
 RL0505                         *CURRENT SURVEY CONTROL
 RL0505  ___________________________________________________________________
 RL0505* NAD 83(1986)-  46 51 32.     (N)    088 55 23.     (W)     SCALED    
 RL0505* NAVD 88     -       361.847  (meters)    1187.16   (feet)  ADJUSTED  
 RL0505  ___________________________________________________________________
 RL0505  GEOID HEIGHT-         -32.48  (meters)                     GEOID03
 RL0505  DYNAMIC HT  -         361.882 (meters)    1187.27  (feet)  COMP
 RL0505  MODELED GRAV-     980,700.8   (mgal)                       NAVD 88
 RL0505
 RL0505  VERT ORDER  -  FIRST     CLASS II
 RL0505
 RL0505.The horizontal coordinates were scaled from a topographic map and have
 RL0505.an estimated accuracy of +/- 6 seconds.
 RL0505
 RL0505.The orthometric height was determined by differential leveling
 RL0505.and adjusted by the National Geodetic Survey in June 1991..
 RL0505
 RL0505.The geoid height was determined by GEOID03.
 RL0505
 RL0505.The dynamic height is computed by dividing the NAVD 88
 RL0505.geopotential number by the normal gravity value computed on the
 RL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0505.degrees latitude (g = 980.6199 gals.).
 RL0505
 RL0505.The modeled gravity was interpolated from observed gravity values.
 RL0505
 RL0505;                    North         East    Units  Estimated Accuracy
 RL0505;SPC MI N     -   232,470.    7,853,380.      MT  (+/- 180 meters Scaled)
 RL0505
 RL0505                          SUPERSEDED SURVEY CONTROL
 RL0505
 RL0505  NGVD 29 (??/??/92)  361.841  (m)         1187.14   (f) ADJ UNCH    1 2
 RL0505
 RL0505.Superseded values are not recommended for survey control.
 RL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0505.See file dsdata.txt to determine how the superseded data were derived.
 RL0505
 RL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS534912(NAD 83)
 RL0505_MARKER: DB = BENCH MARK DISK
 RL0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0505_SP_SET: BRIDGE
 RL0505_STAMPING: H 153 1948
 RL0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0505
 RL0505  HISTORY     - Date     Condition        Report By
 RL0505  HISTORY     - 1948     MONUMENTED       CGS
 RL0505  HISTORY     - 20030211 POOR             GEOCAC
 RL0505
 RL0505                          STATION DESCRIPTION
 RL0505
 RL0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0505'1.2 MI SW FROM WINONA.
 RL0505'1.15 MILES SOUTHWEST ALONG THE COPPER RANGE RAILWAY FROM THE
 RL0505'STATION AT WINONA, ABOUT 700 FEET NORTHEAST OF THE CROSSING OF
 RL0505'STATE HIGHWAY 26, SET IN THE TOP OF THE SOUTHWEST END OF THE
 RL0505'SOUTHEAST HEAD WALL OF A 10-FOOT CONCRETE BRIDGE OVER SLEEPING
 RL0505'CREEK, 50 FEET SOUTHEAST OF THE SOUTHEAST RAIL, (MEASURED ALONG
 RL0505'SLOPE OF GRADE), 1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE
 RL0505'HEAD WALL AND 25 FEET BELOW THE TRACK.
 RL0505
 RL0505                          STATION RECOVERY (2003)
 RL0505
 RL0505'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL0505'***CONSIDER THIS MARK DESTROYED.***
 RL0505'A PORTION OF THE HEADWALL IN WHICH THE MARK WAS SET HAS BROKEN AWAY
 RL0505'AND IS FREE OF THE STRUCTURE.  NOTE-THE RR HAS BEEN DISMANTLED FOR
 RL0505'YEARS AND THE GRADE IS AN ATV TRAIL.
 RL0505' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0635 ***********************************************************************
 RL0635  DESIGNATION -  H 154
 RL0635  PID         -  RL0635
 RL0635  STATE/COUNTY-  MI/HOUGHTON
 RL0635  USGS QUAD   -  
 RL0635
 RL0635                         *CURRENT SURVEY CONTROL
 RL0635  ___________________________________________________________________
 RL0635* NAD 83(1986)-  46 34 32.     (N)    088 46 41.     (W)     SCALED    
 RL0635* NAVD 88     -       429.358  (meters)    1408.65   (feet)  ADJUSTED  
 RL0635  ___________________________________________________________________
 RL0635  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 RL0635  DYNAMIC HT  -         429.367 (meters)    1408.68  (feet)  COMP
 RL0635  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 RL0635
 RL0635  VERT ORDER  -  SECOND    CLASS 0
 RL0635
 RL0635.The horizontal coordinates were scaled from a topographic map and have
 RL0635.an estimated accuracy of +/- 6 seconds.
 RL0635
 RL0635.The orthometric height was determined by differential leveling
 RL0635.and adjusted by the National Geodetic Survey in June 1991..
 RL0635
 RL0635.The geoid height was determined by GEOID03.
 RL0635
 RL0635.The dynamic height is computed by dividing the NAVD 88
 RL0635.geopotential number by the normal gravity value computed on the
 RL0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0635.degrees latitude (g = 980.6199 gals.).
 RL0635
 RL0635.The modeled gravity was interpolated from observed gravity values.
 RL0635
 RL0635;                    North         East    Units  Estimated Accuracy
 RL0635;SPC MI N     -   200,730.    7,863,720.      MT  (+/- 180 meters Scaled)
 RL0635
 RL0635                          SUPERSEDED SURVEY CONTROL
 RL0635
 RL0635  NGVD 29 (??/??/92)  429.353  (m)         1408.64   (f) ADJ UNCH    2 0
 RL0635
 RL0635.Superseded values are not recommended for survey control.
 RL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0635.See file dsdata.txt to determine how the superseded data were derived.
 RL0635
 RL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS637595(NAD 83)
 RL0635_MARKER: DB = BENCH MARK DISK
 RL0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0635_STAMPING: H 154 1948
 RL0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0635+STABILITY: SURFACE MOTION
 RL0635
 RL0635  HISTORY     - Date     Condition        Report By
 RL0635  HISTORY     - 1948     MONUMENTED       CGS
 RL0635  HISTORY     - 20040614 MARK NOT FOUND   GEOCAC
 RL0635
 RL0635                          STATION DESCRIPTION
 RL0635
 RL0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0635'16.2 MI S FROM ALSTON.
 RL0635'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0635'THENCE ABOUT 5.95 MILES SOUTH, THENCE ABOUT 1.1 MILES WEST,
 RL0635'THENCE 8.95 MILES SOUTH ALONG GRAVEL ROADS TO THE T JUNCTION
 RL0635'OF A NORTHWEST-SOUTHEAST ROAD, THENCE ABOUT 0.15 MILE SOUTHEAST
 RL0635'ALONG THIS ROAD, ABOUT 0.55 MILE NORTHWEST OF THE JUNCTION OF
 RL0635'A DIM ROAD NORTH, 22 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0635'12 FEET SOUTH OF A TRIANGULAR BLAZED HARD MAPLE TREE, 16 FEET
 RL0635'NORTH-NORTHWEST OF A TRIANGULAR BLAZED 14-INCH BIRCH TREE, 1 1/2
 RL0635'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE
 RL0635'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0635'TO REACH FROM THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0635'RAILROAD STATION AT SIDNAW GO ABOUT 4.2 MILES NORTHWEST ALONG THE
 RL0635'RAILROAD, THENCE ABOUT 0.45 MILE NORTHWEST ALONG A GRAVEL ROAD,
 RL0635'THENCE ABOUT 3.1 MILES EAST, NORTHEAST AND NORTHWEST ALONG A
 RL0635'GRAVEL ROAD.
 RL0635
 RL0635                          STATION RECOVERY (2004)
 RL0635
 RL0635'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0635'THE SITE LOCATION IS IN AN AREA OF ROADWAY THAT HAS SEEN RECENT
 RL0635'WIDENING AND UPGRADING BY USFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0357 ***********************************************************************
 RK0357  DESIGNATION -  H 155
 RK0357  PID         -  RK0357
 RK0357  STATE/COUNTY-  MI/MARQUETTE
 RK0357  USGS QUAD   -  CHAMPION (1975)
 RK0357
 RK0357                         *CURRENT SURVEY CONTROL
 RK0357  ___________________________________________________________________
 RK0357* NAD 83(1986)-  46 34 20.     (N)    087 59 39.     (W)     SCALED    
 RK0357* NAVD 88     -       487.590  (meters)    1599.70   (feet)  ADJUSTED  
 RK0357  ___________________________________________________________________
 RK0357  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 RK0357  DYNAMIC HT  -         487.606 (meters)    1599.75  (feet)  COMP
 RK0357  MODELED GRAV-     980,631.2   (mgal)                       NAVD 88
 RK0357
 RK0357  VERT ORDER  -  SECOND    CLASS 0
 RK0357
 RK0357.The horizontal coordinates were scaled from a topographic map and have
 RK0357.an estimated accuracy of +/- 6 seconds.
 RK0357
 RK0357.The orthometric height was determined by differential leveling
 RK0357.and adjusted by the National Geodetic Survey in June 1991..
 RK0357
 RK0357.The geoid height was determined by GEOID03.
 RK0357
 RK0357.The dynamic height is computed by dividing the NAVD 88
 RK0357.geopotential number by the normal gravity value computed on the
 RK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0357.degrees latitude (g = 980.6199 gals.).
 RK0357
 RK0357.The modeled gravity was interpolated from observed gravity values.
 RK0357
 RK0357;                    North         East    Units  Estimated Accuracy
 RK0357;SPC MI N     -   199,300.    7,923,800.      MT  (+/- 180 meters Scaled)
 RK0357
 RK0357                          SUPERSEDED SURVEY CONTROL
 RK0357
 RK0357  NGVD 29 (??/??/92)  487.525  (m)         1599.49   (f) ADJ UNCH    2 0
 RK0357
 RK0357.Superseded values are not recommended for survey control.
 RK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0357.See file dsdata.txt to determine how the superseded data were derived.
 RK0357
 RK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS238581(NAD 83)
 RK0357_MARKER: DB = BENCH MARK DISK
 RK0357_SETTING: 80 = SET IN A BOULDER
 RK0357_SP_SET: BOULDER
 RK0357_STAMPING: H 155 1948
 RK0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0357+STABILITY: SURFACE MOTION
 RK0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0357+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 RK0357
 RK0357  HISTORY     - Date     Condition        Report By
 RK0357  HISTORY     - 1948     MONUMENTED       CGS
 RK0357  HISTORY     - 1985     GOOD             NGS
 RK0357  HISTORY     - 20050722 GOOD             GEOCAC
 RK0357
 RK0357                          STATION DESCRIPTION
 RK0357
 RK0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0357'5.8 MI NW FROM CHAMPION.
 RK0357'2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION AT
 RK0357'CHAMPION, THENCE 3.4 MILES NORTHWEST ALONG THE HURON BAY GRADE,
 RK0357'ALONG A SHORT NORTH-SOUTH TANGENT AND ABOUT 110 FEET NORTH OF
 RK0357'THE NORTH END OF A BENCH CUT THRU SOLID ROCK, IN THE TOP OF
 RK0357'A 5 BY 5-FOOT BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE THE
 RK0357'GROUND, ABOUT 120 FEET SOUTH OF THE SOUTH END OF A CURVE WITH
 RK0357'TANGENTS SOUTH AND NORTHEAST, 55 FEET NORTHEAST AND ACROSS THE
 RK0357'ROAD FROM A LONE 12-INCH POPLAR TREE, 37 FEET EAST OF THE
 RK0357'CENTER LINE OF THE ROAD AND ABOUT 3 FEET ABOVE THE ROAD.
 RK0357
 RK0357                          STATION RECOVERY (1985)
 RK0357
 RK0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0357'RECOVERED IN GOOD CONDITION.
 RK0357
 RK0357                          STATION RECOVERY (2005)
 RK0357
 RK0357'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0357'NAD83(1986)-   46 34 19.4 (N)   087 59 40.3 (W) HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0287 ***********************************************************************
 RK0287  DESIGNATION -  H 156
 RK0287  PID         -  RK0287
 RK0287  STATE/COUNTY-  MI/MARQUETTE
 RK0287  USGS QUAD   -  NEGAUNEE (1975)
 RK0287
 RK0287                         *CURRENT SURVEY CONTROL
 RK0287  ___________________________________________________________________
 RK0287* NAD 83(1986)-  46 34 02.     (N)    087 33 14.     (W)     SCALED    
 RK0287* NAVD 88     -       418.352  (meters)    1372.54   (feet)  ADJUSTED  
 RK0287  ___________________________________________________________________
 RK0287  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 RK0287  DYNAMIC HT  -         418.380 (meters)    1372.63  (feet)  COMP
 RK0287  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RK0287
 RK0287  VERT ORDER  -  SECOND    CLASS 0
 RK0287
 RK0287.The horizontal coordinates were scaled from a topographic map and have
 RK0287.an estimated accuracy of +/- 6 seconds.
 RK0287
 RK0287.The orthometric height was determined by differential leveling
 RK0287.and adjusted by the National Geodetic Survey in June 1991..
 RK0287
 RK0287.The geoid height was determined by GEOID03.
 RK0287
 RK0287.The dynamic height is computed by dividing the NAVD 88
 RK0287.geopotential number by the normal gravity value computed on the
 RK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0287.degrees latitude (g = 980.6199 gals.).
 RK0287
 RK0287.The modeled gravity was interpolated from observed gravity values.
 RK0287
 RK0287;                    North         East    Units  Estimated Accuracy
 RK0287;SPC MI N     -   198,420.    7,957,540.      MT  (+/- 180 meters Scaled)
 RK0287
 RK0287                          SUPERSEDED SURVEY CONTROL
 RK0287
 RK0287  NGVD 29 (??/??/92)  418.299  (m)         1372.37   (f) ADJ UNCH    2 0
 RK0287
 RK0287.Superseded values are not recommended for survey control.
 RK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0287.See file dsdata.txt to determine how the superseded data were derived.
 RK0287
 RK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS575572(NAD 83)
 RK0287_MARKER: DB = BENCH MARK DISK
 RK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0287_STAMPING: H 156 1948
 RK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0287+STABILITY: SURFACE MOTION
 RK0287
 RK0287  HISTORY     - Date     Condition        Report By
 RK0287  HISTORY     - 1948     MONUMENTED       CGS
 RK0287  HISTORY     - 1985     GOOD             NGS
 RK0287  HISTORY     - 20060924 GOOD             GEOCAC
 RK0287
 RK0287                          STATION DESCRIPTION
 RK0287
 RK0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0287'9.2 MI NW FROM MARQUETTE.
 RK0287'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0287'MARQUETTE, THENCE 3.1 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0287'0.6 MILES NORTHWEST OF A JUNCTION WITH A ROAD NORTH, AT THE
 RK0287'TOP OF A LONG CROOKED GRADE, ABOUT 50 YARDS WEST OF THE WEST
 RK0287'END OF A CURVE WITH TANGENTS WEST AND SOUTHEAST AND AT A VERY
 RK0287'DIM ROAD NORTH, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RK0287'8 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 2 FEET
 RK0287'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 RK0287'LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 RK0287'6 INCHES.
 RK0287
 RK0287                          STATION RECOVERY (1985)
 RK0287
 RK0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0287'RECOVERED IN GOOD CONDITION.
 RK0287
 RK0287                          STATION RECOVERY (2006)
 RK0287
 RK0287'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0287'MARK IS 43 FEET WEST OF UTILITY POLE 4826 9R33, ABOUT EVEN WITH THE
 RK0287'OVERHEAD WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0320 ***********************************************************************
 RK0320  DESIGNATION -  H 157
 RK0320  PID         -  RK0320
 RK0320  STATE/COUNTY-  MI/MARQUETTE
 RK0320  USGS QUAD   -  BIG BAY (1985)
 RK0320
 RK0320                         *CURRENT SURVEY CONTROL
 RK0320  ___________________________________________________________________
 RK0320* NAD 83(1986)-  46 46 50.     (N)    087 44 56.     (W)     SCALED    
 RK0320* NAVD 88     -       337.520  (meters)    1107.35   (feet)  ADJUSTED  
 RK0320  ___________________________________________________________________
 RK0320  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RK0320  DYNAMIC HT  -         337.543 (meters)    1107.42  (feet)  COMP
 RK0320  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RK0320
 RK0320  VERT ORDER  -  SECOND    CLASS 0
 RK0320
 RK0320.The horizontal coordinates were scaled from a topographic map and have
 RK0320.an estimated accuracy of +/- 6 seconds.
 RK0320
 RK0320.The orthometric height was determined by differential leveling
 RK0320.and adjusted by the National Geodetic Survey in June 1991..
 RK0320
 RK0320.The geoid height was determined by GEOID03.
 RK0320
 RK0320.The dynamic height is computed by dividing the NAVD 88
 RK0320.geopotential number by the normal gravity value computed on the
 RK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0320.degrees latitude (g = 980.6199 gals.).
 RK0320
 RK0320.The modeled gravity was interpolated from observed gravity values.
 RK0320
 RK0320;                    North         East    Units  Estimated Accuracy
 RK0320;SPC MI N     -   222,250.    7,942,810.      MT  (+/- 180 meters Scaled)
 RK0320
 RK0320                          SUPERSEDED SURVEY CONTROL
 RK0320
 RK0320  NGVD 29 (??/??/92)  337.472  (m)         1107.19   (f) ADJ UNCH    2 0
 RK0320
 RK0320.Superseded values are not recommended for survey control.
 RK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0320.See file dsdata.txt to determine how the superseded data were derived.
 RK0320
 RK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS428810(NAD 83)
 RK0320_MARKER: DB = BENCH MARK DISK
 RK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0320_STAMPING: H 157 1948
 RK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0320+STABILITY: SURFACE MOTION
 RK0320
 RK0320  HISTORY     - Date     Condition        Report By
 RK0320  HISTORY     - 1948     MONUMENTED       CGS
 RK0320
 RK0320                          STATION DESCRIPTION
 RK0320
 RK0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0320'4.2 MI S FROM BIG BAY.
 RK0320'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM THE POWELL
 RK0320'SCHOOL AT BIG BAY, THENCE ABOUT 2.2 MILES SOUTHWEST ALONG COUNTY
 RK0320'ROAD 510, ABOUT 0.55 MILE NORTHEAST OF THE NORTH END OF STATE
 RK0320'HIGHWAY 35 AND THE JUNCTION OF A SIDE ROAD NORTHWEST AT THE
 RK0320'JUNCTION OF AN ABANDONED RAILROAD GRADE NORTHEAST AND THE
 RK0320'JUNCTION OF A DIM ROAD SOUTH, 34 FEET NORTHWEST OF THE CENTER
 RK0320'LINE OF THE ROAD, 34 FEET WEST OF THE PROLONGED CENTER LINE
 RK0320'OF THE ROAD SOUTH, 10 FEET NORTHWEST OF THE OLD RAILROAD BED,
 RK0320'24 FEET WEST-SOUTHWEST OF A TELEPHONE POLE, 3 FEET NORTHWEST
 RK0320'OF THE LINE OF POLES, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 RK0320'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RK0320'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0888 ***********************************************************************
 NF0888  DESIGNATION -  H 158
 NF0888  PID         -  NF0888
 NF0888  STATE/COUNTY-  MI/ALLEGAN
 NF0888  USGS QUAD   -  HAMILTON EAST (1981)
 NF0888
 NF0888                         *CURRENT SURVEY CONTROL
 NF0888  ___________________________________________________________________
 NF0888* NAD 83(1986)-  42 43 59.     (N)    085 59 53.     (W)     SCALED    
 NF0888* NAVD 88     -       214.500  (meters)     703.74   (feet)  ADJUSTED  
 NF0888  ___________________________________________________________________
 NF0888  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0888  DYNAMIC HT  -         214.445 (meters)     703.56  (feet)  COMP
 NF0888  MODELED GRAV-     980,360.8   (mgal)                       NAVD 88
 NF0888
 NF0888  VERT ORDER  -  SECOND    CLASS 0
 NF0888
 NF0888.The horizontal coordinates were scaled from a topographic map and have
 NF0888.an estimated accuracy of +/- 6 seconds.
 NF0888
 NF0888.The orthometric height was determined by differential leveling
 NF0888.and adjusted by the National Geodetic Survey in June 1991..
 NF0888
 NF0888.The geoid height was determined by GEOID03.
 NF0888
 NF0888.The dynamic height is computed by dividing the NAVD 88
 NF0888.geopotential number by the normal gravity value computed on the
 NF0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0888.degrees latitude (g = 980.6199 gals.).
 NF0888
 NF0888.The modeled gravity was interpolated from observed gravity values.
 NF0888
 NF0888;                    North         East    Units  Estimated Accuracy
 NF0888;SPC MI S     -   138,260.    3,866,420.      MT  (+/- 180 meters Scaled)
 NF0888
 NF0888                          SUPERSEDED SURVEY CONTROL
 NF0888
 NF0888  NGVD 29 (??/??/92)  214.638  (m)          704.19   (f) ADJ UNCH    2 0
 NF0888
 NF0888.Superseded values are not recommended for survey control.
 NF0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0888.See file dsdata.txt to determine how the superseded data were derived.
 NF0888
 NF0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN820316(NAD 83)
 NF0888_MARKER: DB = BENCH MARK DISK
 NF0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0888_SP_SET: BUILDING
 NF0888_STAMPING: H 158 1948
 NF0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0888
 NF0888  HISTORY     - Date     Condition        Report By
 NF0888  HISTORY     - 1948     MONUMENTED       CGS
 NF0888
 NF0888                          STATION DESCRIPTION
 NF0888
 NF0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0888'0.8 MI NE FROM OVERISEL.
 NF0888'ABOUT 0.5 MILE EAST ALONG COUNTY ROAD 442 FROM THE REFORMED
 NF0888'CHURCH AT OVERISEL, THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL
 NF0888'ROAD, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHEAST CORNER
 NF0888'OF THE SOUTH WING OF THE SANDY HILL SCHOOL - DISTRICT NO. 1,
 NF0888'2 FEET WEST OF THE SOUTHEAST CORNER AND ABOUT 2 1/2 FEET ABOVE
 NF0888'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0889 ***********************************************************************
 NF0889  DESIGNATION -  H 158 RESET 1958
 NF0889  PID         -  NF0889
 NF0889  STATE/COUNTY-  MI/ALLEGAN
 NF0889  USGS QUAD   -  HAMILTON EAST (1981)
 NF0889
 NF0889                         *CURRENT SURVEY CONTROL
 NF0889  ___________________________________________________________________
 NF0889* NAD 83(1986)-  42 43 59.     (N)    085 59 53.     (W)     SCALED    
 NF0889* NAVD 88     -       214.50   (+/-2cm)     703.7    (feet)  VERTCON   
 NF0889  ___________________________________________________________________
 NF0889  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0889
 NF0889  VERT ORDER  -  THIRD (See Below)
 NF0889
 NF0889.The horizontal coordinates were scaled from a topographic map and have
 NF0889.an estimated accuracy of +/- 6 seconds.
 NF0889
 NF0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0889.The vertical order pertains to the NGVD 29 superseded value.
 NF0889
 NF0889.The geoid height was determined by GEOID03.
 NF0889
 NF0889;                    North         East    Units  Estimated Accuracy
 NF0889;SPC MI S     -   138,260.    3,866,420.      MT  (+/- 180 meters Scaled)
 NF0889
 NF0889                          SUPERSEDED SURVEY CONTROL
 NF0889
 NF0889  NGVD 29 (??/??/??)  214.64   (m)          704.2    (f) RESET       3  
 NF0889
 NF0889.Superseded values are not recommended for survey control.
 NF0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0889.See file dsdata.txt to determine how the superseded data were derived.
 NF0889
 NF0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN820316(NAD 83)
 NF0889_MARKER: DB = BENCH MARK DISK
 NF0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0889_SP_SET: BUILDING
 NF0889_STAMPING: H 158 RESET 1958
 NF0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0889
 NF0889  HISTORY     - Date     Condition        Report By
 NF0889  HISTORY     - 1958     MONUMENTED       LOCSUR
 NF0889  HISTORY     - 1984     GOOD             USPSQD
 NF0889  HISTORY     - 1987     GOOD             USPSQD
 NF0889
 NF0889                          STATION DESCRIPTION
 NF0889
 NF0889'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1958
 NF0889'0.8 MI NE FROM OVERISEL.
 NF0889'0.5 MILE EAST ALONG COUNTY ROAD 442 FROM THE REFORMED CHURCH
 NF0889'AT OVERISEL, THENCE ABOUT 0.35 MILE NORTH ALONG A GRAVEL ROAD,
 NF0889'SET VERTICALLY IN THE SOUTH FACE OF THE NEW SANDY VIEW SCHOOL
 NF0889'DISTRICT NO. 16, ABOUT 2 1/2 FEET ABOVE THE GROUND.
 NF0889
 NF0889                          STATION RECOVERY (1984)
 NF0889
 NF0889'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0889'RECOVERED IN GOOD CONDITION.
 NF0889
 NF0889                          STATION RECOVERY (1987)
 NF0889
 NF0889'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0990 ***********************************************************************
 NF0990  DESIGNATION -  H 159
 NF0990  PID         -  NF0990
 NF0990  STATE/COUNTY-  MI/OTTAWA
 NF0990  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0990
 NF0990                         *CURRENT SURVEY CONTROL
 NF0990  ___________________________________________________________________
 NF0990* NAD 83(1986)-  42 47 47.     (N)    085 50 29.     (W)     SCALED    
 NF0990* NAVD 88     -       219.659  (meters)     720.66   (feet)  ADJUSTED  
 NF0990  ___________________________________________________________________
 NF0990  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0990  DYNAMIC HT  -         219.603 (meters)     720.48  (feet)  COMP
 NF0990  MODELED GRAV-     980,360.3   (mgal)                       NAVD 88
 NF0990
 NF0990  VERT ORDER  -  SECOND    CLASS 0
 NF0990
 NF0990.The horizontal coordinates were scaled from a topographic map and have
 NF0990.an estimated accuracy of +/- 6 seconds.
 NF0990
 NF0990.The orthometric height was determined by differential leveling
 NF0990.and adjusted by the National Geodetic Survey in June 1991..
 NF0990
 NF0990.The geoid height was determined by GEOID03.
 NF0990
 NF0990.The dynamic height is computed by dividing the NAVD 88
 NF0990.geopotential number by the normal gravity value computed on the
 NF0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0990.degrees latitude (g = 980.6199 gals.).
 NF0990
 NF0990.The modeled gravity was interpolated from observed gravity values.
 NF0990
 NF0990;                    North         East    Units  Estimated Accuracy
 NF0990;SPC MI S     -   145,060.    3,879,370.      MT  (+/- 180 meters Scaled)
 NF0990
 NF0990                          SUPERSEDED SURVEY CONTROL
 NF0990
 NF0990  NGVD 29 (??/??/92)  219.795  (m)          721.11   (f) ADJ UNCH    2 0
 NF0990
 NF0990.Superseded values are not recommended for survey control.
 NF0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0990.See file dsdata.txt to determine how the superseded data were derived.
 NF0990
 NF0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN947388(NAD 83)
 NF0990_MARKER: DB = BENCH MARK DISK
 NF0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0990_STAMPING: H 159 1948
 NF0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0990+STABILITY: SURFACE MOTION
 NF0990
 NF0990  HISTORY     - Date     Condition        Report By
 NF0990  HISTORY     - 1948     MONUMENTED       CGS
 NF0990  HISTORY     - 1989     GOOD             USPSQD
 NF0990  HISTORY     - 20040728 POOR             INDIV
 NF0990
 NF0990                          STATION DESCRIPTION
 NF0990
 NF0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0990'4.7 MI N FROM BURNIPS.
 NF0990'4.7 MILES NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT BURNIPS,
 NF0990'ABOUT 1.0 MILE SOUTH OF THE INTERSECTION OF COUNTY ROAD 452,
 NF0990'ABOUT 1.0 MILE NORTH OF A CROSS ROAD AND SCHOOL, AT AN EAST-WEST
 NF0990'CROSS ROAD, 36 FEET EAST OF THE CENTER LINE OF THE ROAD, 34
 NF0990'FEET SOUTH OF THE CENTER LINE OF THE CROSSROAD, 11 FEET NORTHEAST
 NF0990'OF A FENCE CORNER, 1 1/2 FEET NORTHWEST OF A SOUTHWEST-NORTHEAST
 NF0990'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 NF0990'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0990'4 INCHES.
 NF0990
 NF0990                          STATION RECOVERY (1989)
 NF0990
 NF0990'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0990'RECOVERED IN GOOD CONDITION.
 NF0990
 NF0990                          STATION RECOVERY (2004)
 NF0990
 NF0990'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0990'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0278 ***********************************************************************
 OK0278  DESIGNATION -  H 16
 OK0278  PID         -  OK0278
 OK0278  STATE/COUNTY-  MI/MECOSTA
 OK0278  USGS QUAD   -  MECOSTA (1979)
 OK0278
 OK0278                         *CURRENT SURVEY CONTROL
 OK0278  ___________________________________________________________________
 OK0278* NAD 83(1986)-  43 36 47.     (N)    085 10 05.     (W)     SCALED    
 OK0278* NAVD 88     -       312.259  (meters)    1024.47   (feet)  ADJUSTED  
 OK0278  ___________________________________________________________________
 OK0278  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 OK0278  DYNAMIC HT  -         312.202 (meters)    1024.28  (feet)  COMP
 OK0278  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 OK0278
 OK0278  VERT ORDER  -  FIRST     CLASS II
 OK0278
 OK0278.The horizontal coordinates were scaled from a topographic map and have
 OK0278.an estimated accuracy of +/- 6 seconds.
 OK0278
 OK0278.The orthometric height was determined by differential leveling
 OK0278.and adjusted by the National Geodetic Survey in June 1991..
 OK0278
 OK0278.The geoid height was determined by GEOID03.
 OK0278
 OK0278.The dynamic height is computed by dividing the NAVD 88
 OK0278.geopotential number by the normal gravity value computed on the
 OK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0278.degrees latitude (g = 980.6199 gals.).
 OK0278
 OK0278.The modeled gravity was interpolated from observed gravity values.
 OK0278
 OK0278;                    North         East    Units  Estimated Accuracy
 OK0278;SPC MI S     -   235,030.    3,935,310.      MT  (+/- 180 meters Scaled)
 OK0278
 OK0278                          SUPERSEDED SURVEY CONTROL
 OK0278
 OK0278  NGVD 29 (??/??/92)  312.377  (m)         1024.86   (f) ADJ UNCH    1 2
 OK0278
 OK0278.Superseded values are not recommended for survey control.
 OK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0278.See file dsdata.txt to determine how the superseded data were derived.
 OK0278
 OK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP478305(NAD 83)
 OK0278_MARKER: DB = BENCH MARK DISK
 OK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0278_STAMPING: ELEV 1024.857 FT H 16 1916
 OK0278_PROJECTION: FLUSH
 OK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0278+STABILITY: SURFACE MOTION
 OK0278
 OK0278  HISTORY     - Date     Condition        Report By
 OK0278  HISTORY     - 1916     MONUMENTED       CGS
 OK0278  HISTORY     - 1954     GOOD             NGS
 OK0278  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0278  HISTORY     - 20010626 MARK NOT FOUND   USPSQD
 OK0278
 OK0278                          STATION DESCRIPTION
 OK0278
 OK0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 OK0278'3.1 MI E FROM MECOSTA.
 OK0278'3.1 MILES EAST ALONG THE C AND O RAILWAY FROM THE STATION AT
 OK0278'MECOSTA, AT THE SOUTHEAST END OF THE FIRST CURVE EAST OF A
 OK0278'2-MILE TANGENT, 44.8 FEET NORTHEAST OF THE NORTHEAST RAIL, AND
 OK0278'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0278'ELEV. 1024.857 FT H 16 1916 AND SET IN THE TOP OF A CONCRETE
 OK0278'POST PROJECTING 10 INCHES ABOVE GROUND.
 OK0278
 OK0278                          STATION RECOVERY (1992)
 OK0278
 OK0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0278'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0278'ASSUMED DESTROYED.
 OK0278
 OK0278                          STATION RECOVERY (2001)
 OK0278
 OK0278'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0275 ***********************************************************************
 QJ0275  DESIGNATION -  H 16 MI 79
 QJ0275  PID         -  QJ0275
 QJ0275  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0275  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0275
 QJ0275                         *CURRENT SURVEY CONTROL
 QJ0275  ___________________________________________________________________
 QJ0275* NAD 83(1994)-  45 21 04.21087(N)    083 33 56.46722(W)     ADJUSTED  
 QJ0275* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 QJ0275  ___________________________________________________________________
 QJ0275  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 QJ0275  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QJ0275
 QJ0275  HORZ ORDER  -  THIRD
 QJ0275
 QJ0275.The horizontal coordinates were established by classical geodetic methods
 QJ0275.and adjusted by the National Geodetic Survey in February 1997..
 QJ0275
 QJ0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0275
 QJ0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0275
 QJ0275.The geoid height was determined by GEOID03.
 QJ0275
 QJ0275;                    North         East     Units Scale Factor Converg.
 QJ0275;SPC MI C     -   226,386.052 6,062,762.959   MT  0.99993801   +0 33 56.9
 QJ0275;SPC MI C     -   742,736.39 19,890,954.59   iFT  0.99993801   +0 33 56.9
 QJ0275;UTM  17      - 5,025,164.461   299,024.528   MT  1.00009664   -1 49 33.3
 QJ0275
 QJ0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0275!SPC MI C     -   0.99997793  x   0.99993801  =   0.99991594
 QJ0275!UTM  17      -   0.99997793  x   1.00009664  =   1.00007457
 QJ0275
 QJ0275:                Primary Azimuth Mark                     Grid Az
 QJ0275:SPC MI C     -  OBSERVATORY USLS                         289 50 24.0
 QJ0275:UTM  17      -  OBSERVATORY USLS                         292 13 54.2
 QJ0275
 QJ0275|---------------------------------------------------------------------|
 QJ0275| PID    Reference Object                     Distance      Geod. Az  |
 QJ0275|                                                           dddmmss.s |
 QJ0275| QJ0277 OBSERVATORY USLS                    APPROX. 3.7 KM 2902420.9 |
 QJ0275|---------------------------------------------------------------------|
 QJ0275
 QJ0275                          SUPERSEDED SURVEY CONTROL
 QJ0275
 QJ0275  NAD 83(1986)-  45 21 04.20390(N)    083 33 56.46784(W) AD(       ) 3
 QJ0275  NAD 27      -  45 21 04.15205(N)    083 33 56.51965(W) AD(       ) 3
 QJ0275  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 QJ0275
 QJ0275.Superseded values are not recommended for survey control.
 QJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0275.See file dsdata.txt to determine how the superseded data were derived.
 QJ0275
 QJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9902525164(NAD 83)
 QJ0275_MARKER: DE = TRAVERSE STATION DISK
 QJ0275_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0275_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0275
 QJ0275  HISTORY     - Date     Condition        Report By
 QJ0275  HISTORY     - 1979     MONUMENTED       NOS
 QJ0275
 QJ0275                          STATION DESCRIPTION
 QJ0275
 QJ0275'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0275'STATION IS LOCATED 13.3 MILES SOUTHEAST OF ROGERS CITY
 QJ0275'AND APPROXIMATELY 4.0 MILES NORTHWEST OF THE PRESQUE ISLE
 QJ0275'LIGHTHOUSE ON PROPERTY OWNED BY THE U.S.STEEL CORPORATIONS
 QJ0275'CALCITE PLANT.
 QJ0275'
 QJ0275'TO REACH THE STATION FROM THE POST OFFICE IN ROGERS CITY TAKE U.S.
 QJ0275'23,BUSINESS ROUTE, SOUTHEAST FOR 3.25 MILES TO ITS INTERSECTION
 QJ0275'WITH U.S.23 BYPASS. TURN LEFT ON THE U.S.23 BYPASS AND DRIVE FOR
 QJ0275'11.8 MILES TO A GRAVEL ROAD TO THE LEFT,OLD STATE ROAD. TURN LEFT
 QJ0275'ON OLD STATE ROAD AND DRIVE FOR 1.30 MILES TO A NARROW ONE LANE
 QJ0275'FIELD DRIVE TO THE LEFT. THIS IS JUST 0.18 MILES PAST A NARROW
 QJ0275'WOODEN BRIDGE OVER THE GRAND LAKE OUTLET CREEK. TURN LEFT AND GO
 QJ0275'NORTHERLY FOR 0.50 MILES TO A T INTERSECTION. TURN RIGHT,EASTERLY
 QJ0275'AND PROCEED FOR ANOTHER 0,15 MILES TO THE AREA OF THE STATION
 QJ0275'ON THE LEFT.
 QJ0275'
 QJ0275'THE STATION IS A STANDARD NOS ALUMINUM DISK SET ON TOP OF A 42
 QJ0275'INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED
 QJ0275'BY A MASS OF CONCRETE. THE STATION IS STAMPED---H 16 MI 79---.
 QJ0275'
 QJ0275'THE STATION IS APPROXIMATELY 75 SOUTHWEST OF A 3 FOOT BY 3 FOOT
 QJ0275'BOULDER WHICH IS APPROXIMATELY 60 FEET INTO THE WATER FROM THE
 QJ0275'EXISTING WATERS EDGE, 56.0 FEET NORTH OF A 1 INCH IRON ROD, 43.
 QJ0275'FEET WESTERLY OF A P.K.NAIL IN A 6 INCH DIAMETER CEDAR, 37.88 FEET
 QJ0275'NORTHEASTERLY OF A P.K.NAIL IN A 8 INCH DIAMETER CEDAR, 18.0 FEET
 QJ0275'SOUTH OF THE EXISTING WATERS EDGE, AND 5.46 FEET NORTHWEST OF A
 QJ0275'NOS WITNESS POST SIGN NAILED INTO A 6 INCH DIAMETER BIRCH. STATION
 QJ0275'PROJECTS APPROXIMATELY 1.0 FEET ABOVE THE EXISTING GROUND.
 QJ0275'
 QJ0275'HEIGHT OF LIGHT ABOVE STATION WAS 1.12 METERS.
 QJ0275'*
 QJ0275'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0021 ***********************************************************************
 OJ0021  DESIGNATION -  H 16 USLS
 OJ0021  PID         -  OJ0021
 OJ0021  STATE/COUNTY-  MI/ST CLAIR
 OJ0021  USGS QUAD   -  LAKEPORT (1976)
 OJ0021
 OJ0021                         *CURRENT SURVEY CONTROL
 OJ0021  ___________________________________________________________________
 OJ0021* NAD 83(1986)-  43 01 16.     (N)    082 25 58.     (W)     SCALED    
 OJ0021* NAVD 88     -       181.454  (meters)     595.32   (feet)  ADJUSTED  
 OJ0021  ___________________________________________________________________
 OJ0021  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OJ0021  DYNAMIC HT  -         181.410 (meters)     595.18  (feet)  COMP
 OJ0021  MODELED GRAV-     980,374.6   (mgal)                       NAVD 88
 OJ0021
 OJ0021  VERT ORDER  -  FIRST     CLASS 0
 OJ0021
 OJ0021.The horizontal coordinates were scaled from a topographic map and have
 OJ0021.an estimated accuracy of +/- 6 seconds.
 OJ0021
 OJ0021.The orthometric height was determined by differential leveling
 OJ0021.and adjusted by the National Geodetic Survey in June 1991..
 OJ0021
 OJ0021.The geoid height was determined by GEOID03.
 OJ0021
 OJ0021.The dynamic height is computed by dividing the NAVD 88
 OJ0021.geopotential number by the normal gravity value computed on the
 OJ0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0021.degrees latitude (g = 980.6199 gals.).
 OJ0021
 OJ0021.The modeled gravity was interpolated from observed gravity values.
 OJ0021
 OJ0021;                    North         East    Units  Estimated Accuracy
 OJ0021;SPC MI S     -   170,770.    4,157,610.      MT  (+/- 180 meters Scaled)
 OJ0021
 OJ0021                          SUPERSEDED SURVEY CONTROL
 OJ0021
 OJ0021  NGVD 29 (??/??/??)  181.569  (m)          595.70   (f) ADJUSTED    1 0
 OJ0021
 OJ0021.Superseded values are not recommended for survey control.
 OJ0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0021.See file dsdata.txt to determine how the superseded data were derived.
 OJ0021
 OJ0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH832641(NAD 83)
 OJ0021_MARKER: DD = SURVEY DISK
 OJ0021_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0021_SP_SET: WATER TABLE
 OJ0021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0021
 OJ0021  HISTORY     - Date     Condition        Report By
 OJ0021  HISTORY     - 1937     MONUMENTED       USLS
 OJ0021  HISTORY     - 1970     GOOD             USLS
 OJ0021  HISTORY     - 1980     GOOD             NGS
 OJ0021  HISTORY     - 1983     GOOD             USPSQD
 OJ0021  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 OJ0021  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0021  HISTORY     - 20030413 MARK NOT FOUND   USPSQD
 OJ0021
 OJ0021                          STATION DESCRIPTION
 OJ0021
 OJ0021'DESCRIBED BY US LAKE SURVEY 1970
 OJ0021'AT PORT HURON.
 OJ0021'H 16 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, 0.5 MILE
 OJ0021'NORTH OF INTERSECTION OF GRATIOT AVE. AND EDISON BLVD., ON
 OJ0021'WEST SIDE OF GRATIOT AVE., 4.3 FEET SOUTH OF NORTHEAST CORNER
 OJ0021'AND IN EAST FACE OF LAKESIDE CEMETERY OFFICE BUILDING, 2 FEET
 OJ0021'ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS ON
 OJ0021'BRONZE DISC SET INTO CENTER OF LIMESTONE WATER TABLE.  BM H-16
 OJ0021'1937
 OJ0021
 OJ0021                          STATION RECOVERY (1980)
 OJ0021
 OJ0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0021'IN PORT HURON, ON THE PROPERTY OF THE LAKESIDE CEMETERY SET ON THE
 OJ0021'NORTHEAST FACE OF THE OFFICE BUILDING NUMBER 3781 GRATIOT AVENUE
 OJ0021'IN THE WATER TABLE, 1.31 METERS (4.3 FEET) SOUTHEAST OF THE NORTH
 OJ0021'CORNER OF THE BUILDING
 OJ0021'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0021
 OJ0021                          STATION RECOVERY (1983)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0021'RECOVERED IN GOOD CONDITION.
 OJ0021
 OJ0021                          STATION RECOVERY (1995)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0021'MARK NOT FOUND.
 OJ0021
 OJ0021                          STATION RECOVERY (1997)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0021'MARK NOT FOUND.
 OJ0021
 OJ0021                          STATION RECOVERY (2003)
 OJ0021
 OJ0021'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0021'SUSPECT MARK HAS BEEN DESTROYED, AS BUILDING IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0120 ***********************************************************************
 RL0120  DESIGNATION -  H 160
 RL0120  PID         -  RL0120
 RL0120  STATE/COUNTY-  MI/BARAGA
 RL0120  USGS QUAD   -  ALBERTA (1985)
 RL0120
 RL0120                         *CURRENT SURVEY CONTROL
 RL0120  ___________________________________________________________________
 RL0120* NAD 83(1986)-  46 44 54.     (N)    088 23 50.     (W)     SCALED    
 RL0120* NAVD 88     -       301.120  (meters)     987.92   (feet)  ADJUSTED  
 RL0120  ___________________________________________________________________
 RL0120  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 RL0120  DYNAMIC HT  -         301.136 (meters)     987.98  (feet)  COMP
 RL0120  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 RL0120
 RL0120  VERT ORDER  -  SECOND    CLASS 0
 RL0120
 RL0120.The horizontal coordinates were scaled from a topographic map and have
 RL0120.an estimated accuracy of +/- 6 seconds.
 RL0120
 RL0120.The orthometric height was determined by differential leveling
 RL0120.and adjusted by the National Geodetic Survey in June 1991..
 RL0120
 RL0120.The geoid height was determined by GEOID03.
 RL0120
 RL0120.The dynamic height is computed by dividing the NAVD 88
 RL0120.geopotential number by the normal gravity value computed on the
 RL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0120.degrees latitude (g = 980.6199 gals.).
 RL0120
 RL0120.The modeled gravity was interpolated from observed gravity values.
 RL0120
 RL0120;                    North         East    Units  Estimated Accuracy
 RL0120;SPC MI N     -   219,340.    7,893,250.      MT  (+/- 180 meters Scaled)
 RL0120
 RL0120                          SUPERSEDED SURVEY CONTROL
 RL0120
 RL0120  NGVD 29 (??/??/92)  301.091  (m)          987.83   (f) ADJ UNCH    2 0
 RL0120
 RL0120.Superseded values are not recommended for survey control.
 RL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0120.See file dsdata.txt to determine how the superseded data were derived.
 RL0120
 RL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS932781(NAD 83)
 RL0120_MARKER: DB = BENCH MARK DISK
 RL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0120_STAMPING: H 160 1948
 RL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0120+STABILITY: SURFACE MOTION
 RL0120
 RL0120  HISTORY     - Date     Condition        Report By
 RL0120  HISTORY     - 1948     MONUMENTED       CGS
 RL0120  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0120  HISTORY     - 20001106 MARK NOT FOUND   MIDT
 RL0120
 RL0120                          STATION DESCRIPTION
 RL0120
 RL0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0120'3 MI E FROM L ANSE.
 RL0120'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0120'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0120'ABOUT 1.8 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT
 RL0120'0.45 MILE WEST OF A TURN IN THE ROAD WITH TANGENTS NORTH AND
 RL0120'WEST AND A DIM ROAD LEADING EAST, ABOUT 0.5 MILE WEST OF THE
 RL0120'CROSSING OF THE FORD MOTOR COMPANY RAILROAD, AT THE BOTTOM
 RL0120'OF GRADES, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET
 RL0120'EAST OF A FENCE CORNER, 28 FEET EAST-SOUTHEAST OF THE SOUTH
 RL0120'END OF A 30-INCH CORRUGATED PIPE CULVERT, 54.5 FEET
 RL0120'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE, 1 FOOT
 RL0120'NORTH OF A WIRE FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS
 RL0120'POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0120'POST PROJECTING 5 INCHES.
 RL0120
 RL0120                          STATION RECOVERY (1982)
 RL0120
 RL0120'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0120'MARK NOT FOUND.
 RL0120
 RL0120                          STATION RECOVERY (2000)
 RL0120
 RL0120'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0135 ***********************************************************************
 RL0135  DESIGNATION -  H 161
 RL0135  PID         -  RL0135
 RL0135  STATE/COUNTY-  MI/BARAGA
 RL0135  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0135
 RL0135                         *CURRENT SURVEY CONTROL
 RL0135  ___________________________________________________________________
 RL0135* NAD 83(1986)-  46 46 04.     (N)    088 09 05.     (W)     SCALED    
 RL0135* NAVD 88     -       470.497  (meters)    1543.62   (feet)  ADJUSTED  
 RL0135  ___________________________________________________________________
 RL0135  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 RL0135  DYNAMIC HT  -         470.513 (meters)    1543.67  (feet)  COMP
 RL0135  MODELED GRAV-     980,633.1   (mgal)                       NAVD 88
 RL0135
 RL0135  VERT ORDER  -  SECOND    CLASS 0
 RL0135
 RL0135.The horizontal coordinates were scaled from a topographic map and have
 RL0135.an estimated accuracy of +/- 6 seconds.
 RL0135
 RL0135.The orthometric height was determined by differential leveling
 RL0135.and adjusted by the National Geodetic Survey in June 1991..
 RL0135
 RL0135.The geoid height was determined by GEOID03.
 RL0135
 RL0135.The dynamic height is computed by dividing the NAVD 88
 RL0135.geopotential number by the normal gravity value computed on the
 RL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0135.degrees latitude (g = 980.6199 gals.).
 RL0135
 RL0135.The modeled gravity was interpolated from observed gravity values.
 RL0135
 RL0135;                    North         East    Units  Estimated Accuracy
 RL0135;SPC MI N     -   221,200.    7,912,060.      MT  (+/- 180 meters Scaled)
 RL0135
 RL0135                          SUPERSEDED SURVEY CONTROL
 RL0135
 RL0135  NGVD 29 (??/??/92)  470.455  (m)         1543.48   (f) ADJ UNCH    2 0
 RL0135
 RL0135.Superseded values are not recommended for survey control.
 RL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0135.See file dsdata.txt to determine how the superseded data were derived.
 RL0135
 RL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS120800(NAD 83)
 RL0135_MARKER: DB = BENCH MARK DISK
 RL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0135_STAMPING: H 161 1948
 RL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0135+STABILITY: SURFACE MOTION
 RL0135
 RL0135  HISTORY     - Date     Condition        Report By
 RL0135  HISTORY     - 1948     MONUMENTED       CGS
 RL0135
 RL0135                          STATION DESCRIPTION
 RL0135
 RL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0135'17.8 MI E FROM L ANSE.
 RL0135'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH, SOUTH
 RL0135'SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0135'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0135'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0135'2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2 MILE
 RL0135'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0135'THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH AND
 RL0135'ABOUT 1.8 MILES SOUTHEAST ALONG TRAILS, ABOUT 0.45 MILE WEST
 RL0135'OF THE JUNCTION OF A LOGGING ROAD SOUTH, AT THE TOP OF A HIGH
 RL0135'GRADE AND AT THE JUNCTION OF A TRAIL SOUTHEAST, 24.5 FEET SOUTH
 RL0135'OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHEAST OF THE CENTER
 RL0135'LINE OF THE TRAIL SOUTHEAST, 10 FEET EAST OF A 4-FOOT STUMP,
 RL0135'32 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 14-INCH HEMLOCK
 RL0135'TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0135'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0939 ***********************************************************************
 NF0939  DESIGNATION -  H 162
 NF0939  PID         -  NF0939
 NF0939  STATE/COUNTY-  MI/ALLEGAN
 NF0939  USGS QUAD   -  MILLGROVE (1981)
 NF0939
 NF0939                         *CURRENT SURVEY CONTROL
 NF0939  ___________________________________________________________________
 NF0939* NAD 83(1986)-  42 32 32.     (N)    085 56 12.     (W)     SCALED    
 NF0939* NAVD 88     -       206.029  (meters)     675.95   (feet)  ADJUSTED  
 NF0939  ___________________________________________________________________
 NF0939  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NF0939  DYNAMIC HT  -         205.973 (meters)     675.76  (feet)  COMP
 NF0939  MODELED GRAV-     980,347.0   (mgal)                       NAVD 88
 NF0939
 NF0939  VERT ORDER  -  SECOND    CLASS 0
 NF0939
 NF0939.The horizontal coordinates were scaled from a topographic map and have
 NF0939.an estimated accuracy of +/- 6 seconds.
 NF0939
 NF0939.The orthometric height was determined by differential leveling
 NF0939.and adjusted by the National Geodetic Survey in June 1991..
 NF0939
 NF0939.The geoid height was determined by GEOID03.
 NF0939
 NF0939.The dynamic height is computed by dividing the NAVD 88
 NF0939.geopotential number by the normal gravity value computed on the
 NF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0939.degrees latitude (g = 980.6199 gals.).
 NF0939
 NF0939.The modeled gravity was interpolated from observed gravity values.
 NF0939
 NF0939;                    North         East    Units  Estimated Accuracy
 NF0939;SPC MI S     -   116,970.    3,871,050.      MT  (+/- 180 meters Scaled)
 NF0939
 NF0939                          SUPERSEDED SURVEY CONTROL
 NF0939
 NF0939  NGVD 29 (??/??/92)  206.168  (m)          676.40   (f) ADJ UNCH    2 0
 NF0939
 NF0939.Superseded values are not recommended for survey control.
 NF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0939.See file dsdata.txt to determine how the superseded data were derived.
 NF0939
 NF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN873105(NAD 83)
 NF0939_MARKER: DB = BENCH MARK DISK
 NF0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0939_STAMPING: H 162 1948
 NF0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0939+STABILITY: SURFACE MOTION
 NF0939
 NF0939  HISTORY     - Date     Condition        Report By
 NF0939  HISTORY     - 1948     MONUMENTED       CGS
 NF0939  HISTORY     - 1974     GOOD             NGS
 NF0939  HISTORY     - 1983     GOOD
 NF0939  HISTORY     - 19950922 MARK NOT FOUND   USPSQD
 NF0939  HISTORY     - 19971011 GOOD             USPSQD
 NF0939
 NF0939                          STATION DESCRIPTION
 NF0939
 NF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0939'4.7 MI W FROM ALLEGAN.
 NF0939'4.7 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0939'ALLEGAN, ABOUT 1.05 MILES EAST OF A NORTH-SOUTH CROSSROAD AND A
 NF0939'PUBLIC HALL, ABOUT 0.5 MILE WEST OF THE JUNCTION OF A ROAD LEADING
 NF0939'NORTH, AT THE T JUNCTION OF A TRAIL SOUTH, 56 FEET SOUTH OF THE
 NF0939'CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE CENTER LINE OF THE
 NF0939'TRAIL, 85 FEET NORTH-NORTHWEST AND ACROSS THE TRAIL FROM A 20-INCH
 NF0939'OAK TREE, AT THE WEST END OF A FILL IN HIGHWAY, 2 FEET SOUTH OF A
 NF0939'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND TRAIL
 NF0939'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0939
 NF0939                          STATION RECOVERY (1974)
 NF0939
 NF0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0939'RECOVERED IN GOOD CONDITION.
 NF0939
 NF0939                          STATION RECOVERY (1983)
 NF0939
 NF0939'RECOVERED 1983
 NF0939'RECOVERED IN GOOD CONDITION.
 NF0939
 NF0939                          STATION RECOVERY (1995)
 NF0939
 NF0939'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0939'MARK NOT FOUND.
 NF0939
 NF0939                          STATION RECOVERY (1997)
 NF0939
 NF0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0085 ***********************************************************************
 RL0085  DESIGNATION -  H 163
 RL0085  PID         -  RL0085
 RL0085  STATE/COUNTY-  MI/BARAGA
 RL0085  USGS QUAD   -  AURA (1984)
 RL0085
 RL0085                         *CURRENT SURVEY CONTROL
 RL0085  ___________________________________________________________________
 RL0085* NAD 83(1986)-  46 50 51.     (N)    088 20 09.     (W)     SCALED    
 RL0085* NAVD 88     -       262.015  (meters)     859.63   (feet)  ADJUSTED  
 RL0085  ___________________________________________________________________
 RL0085  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RL0085  DYNAMIC HT  -         262.029 (meters)     859.67  (feet)  COMP
 RL0085  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 RL0085
 RL0085  VERT ORDER  -  SECOND    CLASS 0
 RL0085
 RL0085.The horizontal coordinates were scaled from a topographic map and have
 RL0085.an estimated accuracy of +/- 6 seconds.
 RL0085
 RL0085.The orthometric height was determined by differential leveling
 RL0085.and adjusted by the National Geodetic Survey in June 1991..
 RL0085
 RL0085.The geoid height was determined by GEOID03.
 RL0085
 RL0085.The dynamic height is computed by dividing the NAVD 88
 RL0085.geopotential number by the normal gravity value computed on the
 RL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0085.degrees latitude (g = 980.6199 gals.).
 RL0085
 RL0085.The modeled gravity was interpolated from observed gravity values.
 RL0085
 RL0085;                    North         East    Units  Estimated Accuracy
 RL0085;SPC MI N     -   230,280.    7,898,120.      MT  (+/- 180 meters Scaled)
 RL0085
 RL0085                          SUPERSEDED SURVEY CONTROL
 RL0085
 RL0085  NGVD 29 (??/??/92)  261.983  (m)          859.52   (f) ADJ UNCH    2 0
 RL0085
 RL0085.Superseded values are not recommended for survey control.
 RL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0085.See file dsdata.txt to determine how the superseded data were derived.
 RL0085
 RL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS981890(NAD 83)
 RL0085_MARKER: DB = BENCH MARK DISK
 RL0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0085_STAMPING: H 163 1948
 RL0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0085+STABILITY: SURFACE MOTION
 RL0085
 RL0085  HISTORY     - Date     Condition        Report By
 RL0085  HISTORY     - 1948     MONUMENTED       CGS
 RL0085
 RL0085                          STATION DESCRIPTION
 RL0085
 RL0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0085'2.6 MI SW FROM AURA.
 RL0085'ABOUT 0.55 MILE WEST ALONG A GRAVEL ROAD FROM THE CO-OP STORE
 RL0085'AT AURA, THENCE ABOUT 0.5 MILE SOUTH, ABOUT 0.5 MILE WEST, AND
 RL0085'ABOUT 1.0 MILE SOUTHEAST ALONG GRAVEL ROADS, ABOUT 0.35 MILE
 RL0085'SOUTHWEST OF THE JUNCTION OF A ROAD SOUTH AND A TURN IN THE MAIN
 RL0085'ROAD WITH TANGENTS NORTH AND SOUTHWEST, ABOUT 0.5 MILE SOUTHWEST
 RL0085'OF THE JUNCTION OF A ROAD EAST, AT AN IMITATION BRICK HOUSE ON
 RL0085'SOUTHEAST SIDE OF ROAD, 50 FEET NORTHWEST OF THE CENTER LINE
 RL0085'OF THE ROAD, 41 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF A
 RL0085'GARAGE, 19 FEET SOUTHWEST OF A POWER POLE WITH TRANSFORMER AND
 RL0085'LINE TO HOUSE, 32 FEET WEST OF A FENCE CORNER, 1 1/2 FEET
 RL0085'SOUTHEAST OF A FENCE LINE, 2 1/2 FEET ABOVE THE ROAD AND SET IN
 RL0085'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0112 ***********************************************************************
 RL0112  DESIGNATION -  H 164
 RL0112  PID         -  RL0112
 RL0112  STATE/COUNTY-  MI/BARAGA
 RL0112  USGS QUAD   -  MC COMB CORNER (1984)
 RL0112
 RL0112                         *CURRENT SURVEY CONTROL
 RL0112  ___________________________________________________________________
 RL0112* NAD 83(1986)-  46 50 51.     (N)    088 03 12.     (W)     SCALED    
 RL0112* NAVD 88     -       253.526  (meters)     831.78   (feet)  ADJUSTED  
 RL0112  ___________________________________________________________________
 RL0112  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 RL0112  DYNAMIC HT  -         253.541 (meters)     831.83  (feet)  COMP
 RL0112  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RL0112
 RL0112  VERT ORDER  -  SECOND    CLASS 0
 RL0112
 RL0112.The horizontal coordinates were scaled from a topographic map and have
 RL0112.an estimated accuracy of +/- 6 seconds.
 RL0112
 RL0112.The orthometric height was determined by differential leveling
 RL0112.and adjusted by the National Geodetic Survey in June 1991..
 RL0112
 RL0112.The geoid height was determined by GEOID03.
 RL0112
 RL0112.The dynamic height is computed by dividing the NAVD 88
 RL0112.geopotential number by the normal gravity value computed on the
 RL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0112.degrees latitude (g = 980.6199 gals.).
 RL0112
 RL0112.The modeled gravity was interpolated from observed gravity values.
 RL0112
 RL0112;                    North         East    Units  Estimated Accuracy
 RL0112;SPC MI N     -   229,960.    7,919,670.      MT  (+/- 180 meters Scaled)
 RL0112
 RL0112                          SUPERSEDED SURVEY CONTROL
 RL0112
 RL0112  NGVD 29 (??/??/92)  253.487  (m)          831.65   (f) ADJ UNCH    2 0
 RL0112
 RL0112.Superseded values are not recommended for survey control.
 RL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0112.See file dsdata.txt to determine how the superseded data were derived.
 RL0112
 RL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS196887(NAD 83)
 RL0112_MARKER: DB = BENCH MARK DISK
 RL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0112_STAMPING: H 164 1948
 RL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0112+STABILITY: SURFACE MOTION
 RL0112
 RL0112  HISTORY     - Date     Condition        Report By
 RL0112  HISTORY     - 1948     MONUMENTED       CGS
 RL0112  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 RL0112
 RL0112                          STATION DESCRIPTION
 RL0112
 RL0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0112'9.1 MI SE FROM SKANEE.
 RL0112'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0112'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0112'ABOUT 3.4 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO FORD
 RL0112'MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD MOTOR
 RL0112'COMPANY RAILROAD, AT A DIM ROAD SOUTHWEST, ABOUT 0.4 MILE
 RL0112'SOUTHEAST OF A DIM ROAD NORTHWEST, ABOUT 0.3 MILE SOUTHEAST OF A
 RL0112'20-FOOT WOODEN BRIDGE, 73 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 RL0112'8-INCH BIRCH TREE, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 RL0112'ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD
 RL0112'SOUTHWEST, 13 FEET NORTHWEST OF A TRIANGULAR BLAZED 9-INCH
 RL0112'MAPLE TREE, 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0112'CONCRETE POST PROJECTING 4 INCHES.
 RL0112
 RL0112                          STATION RECOVERY (2004)
 RL0112
 RL0112'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0112'AREA IS ALL TORN UP FROM LOGGING AND ROAD MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0134 ***********************************************************************
 RK0134  DESIGNATION -  H 165
 RK0134  PID         -  RK0134
 RK0134  STATE/COUNTY-  MI/MARQUETTE
 RK0134  USGS QUAD   -  MARQUETTE (1975)
 RK0134
 RK0134                         *CURRENT SURVEY CONTROL
 RK0134  ___________________________________________________________________
 RK0134* NAD 83(1986)-  46 36 26.     (N)    087 28 06.     (W)     SCALED    
 RK0134* NAVD 88     -       222.667  (meters)     730.53   (feet)  ADJUSTED  
 RK0134  ___________________________________________________________________
 RK0134  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 RK0134  DYNAMIC HT  -         222.688 (meters)     730.60  (feet)  COMP
 RK0134  MODELED GRAV-     980,701.6   (mgal)                       NAVD 88
 RK0134
 RK0134  VERT ORDER  -  SECOND    CLASS 0
 RK0134
 RK0134.The horizontal coordinates were scaled from a topographic map and have
 RK0134.an estimated accuracy of +/- 6 seconds.
 RK0134
 RK0134.The orthometric height was determined by differential leveling
 RK0134.and adjusted by the National Geodetic Survey in June 1991..
 RK0134
 RK0134.The geoid height was determined by GEOID03.
 RK0134
 RK0134.The dynamic height is computed by dividing the NAVD 88
 RK0134.geopotential number by the normal gravity value computed on the
 RK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0134.degrees latitude (g = 980.6199 gals.).
 RK0134
 RK0134.The modeled gravity was interpolated from observed gravity values.
 RK0134
 RK0134;                    North         East    Units  Estimated Accuracy
 RK0134;SPC MI N     -   202,820.    7,964,120.      MT  (+/- 180 meters Scaled)
 RK0134
 RK0134                          SUPERSEDED SURVEY CONTROL
 RK0134
 RK0134  NGVD 29 (??/??/92)  222.629  (m)          730.41   (f) ADJ UNCH    2 0
 RK0134
 RK0134.Superseded values are not recommended for survey control.
 RK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0134.See file dsdata.txt to determine how the superseded data were derived.
 RK0134
 RK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS641616(NAD 83)
 RK0134_MARKER: DB = BENCH MARK DISK
 RK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0134_STAMPING: H 165 1948
 RK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0134+STABILITY: SURFACE MOTION
 RK0134
 RK0134  HISTORY     - Date     Condition        Report By
 RK0134  HISTORY     - 1948     MONUMENTED       CGS
 RK0134  HISTORY     - 1985     GOOD             NGS
 RK0134  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RK0134
 RK0134                          STATION DESCRIPTION
 RK0134
 RK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0134'5.6 MI NW FROM MARQUETTE.
 RK0134'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0134'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 5.1 MILES
 RK0134'NORTHWEST ALONG COUNTY ROAD 550, AT A CURVE WITH TANGENTS
 RK0134'SOUTHEAST AND NORTH AND THE JUNCTION OF A DIM ROAD WEST, 54
 RK0134'FEET WEST OF THE CENTER OF THE JUNCTION, 19 FEET SOUTHWEST OF A
 RK0134'TRIANGULAR BLAZED 19-INCH FORKED BIRCH TREE, 10 FEET NORTH
 RK0134'OF THE CENTER LINE OF THE DIM ROAD WEST, 19 FEET SOUTH OF A
 RK0134'TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RK0134'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RK0134'PROJECTING 3 INCHES.
 RK0134
 RK0134                          STATION RECOVERY (1985)
 RK0134
 RK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0134'RECOVERED IN GOOD CONDITION.
 RK0134
 RK0134                          STATION RECOVERY (2001)
 RK0134
 RK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0134'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0456 ***********************************************************************
 NF0456  DESIGNATION -  H 166
 NF0456  PID         -  NF0456
 NF0456  STATE/COUNTY-  MI/BARRY
 NF0456  USGS QUAD   -  FREEPORT (1978)
 NF0456
 NF0456                         *CURRENT SURVEY CONTROL
 NF0456  ___________________________________________________________________
 NF0456* NAD 83(1986)-  42 46 11.     (N)    085 17 27.     (W)     SCALED    
 NF0456* NAVD 88     -       251.544  (meters)     825.27   (feet)  ADJUSTED  
 NF0456  ___________________________________________________________________
 NF0456  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 NF0456  DYNAMIC HT  -         251.470 (meters)     825.03  (feet)  COMP
 NF0456  MODELED GRAV-     980,322.3   (mgal)                       NAVD 88
 NF0456
 NF0456  VERT ORDER  -  SECOND    CLASS 0
 NF0456
 NF0456.The horizontal coordinates were scaled from a topographic map and have
 NF0456.an estimated accuracy of +/- 6 seconds.
 NF0456
 NF0456.The orthometric height was determined by differential leveling
 NF0456.and adjusted by the National Geodetic Survey in June 1991..
 NF0456
 NF0456.The geoid height was determined by GEOID03.
 NF0456
 NF0456.The dynamic height is computed by dividing the NAVD 88
 NF0456.geopotential number by the normal gravity value computed on the
 NF0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0456.degrees latitude (g = 980.6199 gals.).
 NF0456
 NF0456.The modeled gravity was interpolated from observed gravity values.
 NF0456
 NF0456;                    North         East    Units  Estimated Accuracy
 NF0456;SPC MI S     -   141,450.    3,924,370.      MT  (+/- 180 meters Scaled)
 NF0456
 NF0456                          SUPERSEDED SURVEY CONTROL
 NF0456
 NF0456  NGVD 29 (??/??/92)  251.666  (m)          825.67   (f) ADJ UNCH    2 0
 NF0456
 NF0456.Superseded values are not recommended for survey control.
 NF0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0456.See file dsdata.txt to determine how the superseded data were derived.
 NF0456
 NF0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN398366(NAD 83)
 NF0456_MARKER: DB = BENCH MARK DISK
 NF0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0456_STAMPING: H 166 1948
 NF0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0456+STABILITY: SURFACE MOTION
 NF0456
 NF0456  HISTORY     - Date     Condition        Report By
 NF0456  HISTORY     - 1948     MONUMENTED       CGS
 NF0456  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0456
 NF0456                          STATION DESCRIPTION
 NF0456
 NF0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0456'1.8 MI E FROM FREEPORT.
 NF0456'0.25 MILE NORTH ALONG FREEPORT AVENUE FROM THE SCHOOL AT FREEPORT,
 NF0456'THENCE ABOUT 1.6 MILES EAST ALONG WOLF STREET AND THE IONIA-BARRY
 NF0456'COUNTY LINE ROAD, AT A JOGGED CROSSROAD, 39 FEET SOUTHWEST OF
 NF0456'THE CENTER OF THE JUNCTION OF THE ROAD SOUTH, 30 FEET SOUTH-SOUTHEAST
 NF0456'OF THE CENTER OF THE JUNCTION OF THE ROAD NORTH, 17 FEET WEST OF A
 NF0456'FENCE GAP, 6 FEET EAST OF A POWER POLE, 5 FEET SOUTHWEST OF A
 NF0456'FENCE CORNER, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0456'LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0456'3 INCHES.
 NF0456
 NF0456                          STATION RECOVERY (1985)
 NF0456
 NF0456'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0403 ***********************************************************************
 NF0403  DESIGNATION -  H 167
 NF0403  PID         -  NF0403
 NF0403  STATE/COUNTY-  MI/KENT
 NF0403  USGS QUAD   -  ALTO (1978)
 NF0403
 NF0403                         *CURRENT SURVEY CONTROL
 NF0403  ___________________________________________________________________
 NF0403* NAD 83(1986)-  42 47 01.     (N)    085 27 12.     (W)     SCALED    
 NF0403* NAVD 88     -       224.094  (meters)     735.22   (feet)  ADJUSTED  
 NF0403  ___________________________________________________________________
 NF0403  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0403  DYNAMIC HT  -         224.031 (meters)     735.01  (feet)  COMP
 NF0403  MODELED GRAV-     980,331.9   (mgal)                       NAVD 88
 NF0403
 NF0403  VERT ORDER  -  SECOND    CLASS 0
 NF0403
 NF0403.The horizontal coordinates were scaled from a topographic map and have
 NF0403.an estimated accuracy of +/- 6 seconds.
 NF0403
 NF0403.The orthometric height was determined by differential leveling
 NF0403.and adjusted by the National Geodetic Survey in June 1991..
 NF0403
 NF0403.The geoid height was determined by GEOID03.
 NF0403
 NF0403.The dynamic height is computed by dividing the NAVD 88
 NF0403.geopotential number by the normal gravity value computed on the
 NF0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0403.degrees latitude (g = 980.6199 gals.).
 NF0403
 NF0403.The modeled gravity was interpolated from observed gravity values.
 NF0403
 NF0403;                    North         East    Units  Estimated Accuracy
 NF0403;SPC MI S     -   143,150.    3,911,090.      MT  (+/- 180 meters Scaled)
 NF0403
 NF0403                          SUPERSEDED SURVEY CONTROL
 NF0403
 NF0403  NGVD 29 (??/??/92)  224.22   (m)          735.6    (f) COMPUTED    2 0
 NF0403
 NF0403.Superseded values are not recommended for survey control.
 NF0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0403.See file dsdata.txt to determine how the superseded data were derived.
 NF0403
 NF0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN265379(NAD 83)
 NF0403_MARKER: DB = BENCH MARK DISK
 NF0403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0403_STAMPING: H 167 1948
 NF0403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0403+STABILITY: SURFACE MOTION
 NF0403
 NF0403  HISTORY     - Date     Condition        Report By
 NF0403  HISTORY     - 1948     MONUMENTED       CGS
 NF0403  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0403  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0403  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0403
 NF0403                          STATION DESCRIPTION
 NF0403
 NF0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0403'7 MI SW FROM MC CORDS.
 NF0403'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0403'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 6.2
 NF0403'MILES SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION
 NF0403'OF 100TH STREET SE, 57 FEET SOUTHWEST OF THE CENTER OF THE
 NF0403'INTERSECTION, 38 FEET WEST OF THE CENTER LINE OF WHITNEYVILLE
 NF0403'AVENUE, 14 FEET SOUTH OF A STOP SIGN, 9 FEET WEST OF A 16-INCH
 NF0403'WALNUT TREE IN FENCE CORNER, 1 FOOT NORTH OF THE FENCE LINE,
 NF0403'20 FEET EAST OF TELEPHONE POLE NO. 1/51, 1 1/2 FEET WEST OF A
 NF0403'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION
 NF0403'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0403
 NF0403                          STATION RECOVERY (1975)
 NF0403
 NF0403'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0403'MARK NOT FOUND.
 NF0403
 NF0403                          STATION RECOVERY (1989)
 NF0403
 NF0403'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0403'MARK NOT FOUND.
 NF0403
 NF0403                          STATION RECOVERY (1999)
 NF0403
 NF0403'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0404 ***********************************************************************
 NF0404  DESIGNATION -  H 167 RESET 1968
 NF0404  PID         -  NF0404
 NF0404  STATE/COUNTY-  MI/KENT
 NF0404  USGS QUAD   -  ALTO (1978)
 NF0404
 NF0404                         *CURRENT SURVEY CONTROL
 NF0404  ___________________________________________________________________
 NF0404* NAD 83(1986)-  42 47 01.     (N)    085 27 12.     (W)     SCALED    
 NF0404* NAVD 88     -       223.98   (+/-2cm)     734.8    (feet)  VERTCON   
 NF0404  ___________________________________________________________________
 NF0404  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0404
 NF0404  VERT ORDER  -  THIRD (See Below)
 NF0404
 NF0404.The horizontal coordinates were scaled from a topographic map and have
 NF0404.an estimated accuracy of +/- 6 seconds.
 NF0404
 NF0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0404.The vertical order pertains to the NGVD 29 superseded value.
 NF0404
 NF0404.The geoid height was determined by GEOID03.
 NF0404
 NF0404;                    North         East    Units  Estimated Accuracy
 NF0404;SPC MI S     -   143,150.    3,911,090.      MT  (+/- 180 meters Scaled)
 NF0404
 NF0404                          SUPERSEDED SURVEY CONTROL
 NF0404
 NF0404  NGVD 29 (??/??/??)  224.10   (m)          735.2    (f) RESET       3  
 NF0404
 NF0404.Superseded values are not recommended for survey control.
 NF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0404.See file dsdata.txt to determine how the superseded data were derived.
 NF0404
 NF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN265379(NAD 83)
 NF0404_MARKER: DB = BENCH MARK DISK
 NF0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0404_STAMPING: H 167 RESET 1968
 NF0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0404+STABILITY: SURFACE MOTION
 NF0404
 NF0404  HISTORY     - Date     Condition        Report By
 NF0404  HISTORY     - 1968     MONUMENTED       CGS
 NF0404  HISTORY     - 1969     GOOD             NGS
 NF0404  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0404
 NF0404                          STATION DESCRIPTION
 NF0404
 NF0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0404'7 MI SSW FROM MC CORDS.
 NF0404'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0404'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE 6.2 MILES
 NF0404'SOUTH ALONG WHITNEYVILLE AVENUE, AT THE INTERSECTION OF 100TH
 NF0404'STREET SOUTHEAST, 57 FEET SOUTHWEST OF THE CENTER LINE OF THE
 NF0404'INTERSECTION, 38 FEET WEST OF THE CENTER LINE OF WHITNEYVILLE
 NF0404'AVENUE, 22 FEET EAST OF TELEPHONE POLE NO 1/51, 28 FEET SOUTH
 NF0404'OF THE NORTHEAST CORNER OF A FENCE, ABOUT LEVEL WITH THE
 NF0404'INTERSECTION, SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 NF0404'INCHES.
 NF0404
 NF0404                          STATION RECOVERY (1985)
 NF0404
 NF0404'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0346 ***********************************************************************
 NF0346  DESIGNATION -  H 168
 NF0346  PID         -  NF0346
 NF0346  STATE/COUNTY-  MI/BARRY
 NF0346  USGS QUAD   -  WOODLAND (1981)
 NF0346
 NF0346                         *CURRENT SURVEY CONTROL
 NF0346  ___________________________________________________________________
 NF0346* NAD 83(1994)-  42 40 58.92753(N)    085 13 38.18772(W)     ADJUSTED  
 NF0346* NAVD 88     -       274.811  (meters)     901.61   (feet)  ADJUSTED  
 NF0346  ___________________________________________________________________
 NF0346  X           -     390,729.622 (meters)                     COMP
 NF0346  Y           -  -4,679,790.040 (meters)                     COMP
 NF0346  Z           -   4,301,846.809 (meters)                     COMP
 NF0346  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NF0346  ELLIP HEIGHT-         241.01  (meters)          (07/12/02) GPS OBS
 NF0346  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 NF0346  DYNAMIC HT  -         274.727 (meters)     901.33  (feet)  COMP
 NF0346  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 NF0346
 NF0346  HORZ ORDER  -  FIRST
 NF0346  VERT ORDER  -  SECOND    CLASS 0
 NF0346  ELLP ORDER  -  FOURTH    CLASS I
 NF0346
 NF0346.The horizontal coordinates were established by GPS observations
 NF0346.and adjusted by the National Geodetic Survey in December 1995..
 NF0346
 NF0346.The orthometric height was determined by differential leveling
 NF0346.and adjusted by the National Geodetic Survey in June 1991..
 NF0346
 NF0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0346
 NF0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0346
 NF0346.The ellipsoidal height was determined by GPS observations
 NF0346.and is referenced to NAD 83.
 NF0346
 NF0346.The geoid height was determined by GEOID03.
 NF0346
 NF0346.The dynamic height is computed by dividing the NAVD 88
 NF0346.geopotential number by the normal gravity value computed on the
 NF0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0346.degrees latitude (g = 980.6199 gals.).
 NF0346
 NF0346.The modeled gravity was interpolated from observed gravity values.
 NF0346
 NF0346;                    North         East     Units Scale Factor Converg.
 NF0346;SPC MI S     -   131,768.760 3,929,472.944   MT  0.99991306   -0 35 08.4
 NF0346;SPC MI S     -   432,312.20 12,891,971.60   iFT  0.99991306   -0 35 08.4
 NF0346;UTM  16      - 4,727,140.830   645,234.350   MT  0.99985951   +1 12 07.3
 NF0346
 NF0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0346!SPC MI S     -   0.99996220  x   0.99991306  =   0.99987527
 NF0346!UTM  16      -   0.99996220  x   0.99985951  =   0.99982172
 NF0346
 NF0346                          SUPERSEDED SURVEY CONTROL
 NF0346
 NF0346  ELLIP H (12/21/95)  241.03   (m)                       GP(       ) 4 1
 NF0346  NAD 83(1986)-  42 40 58.92668(N)    085 13 38.20242(W) AD(       ) 2
 NF0346  NAVD 88 (10/25/93)  274.81   (m)          901.6    (f) LEVELING    3  
 NF0346  NGVD 29 (??/??/92)  274.932  (m)          902.01   (f) ADJ UNCH    2 0
 NF0346
 NF0346.Superseded values are not recommended for survey control.
 NF0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0346.See file dsdata.txt to determine how the superseded data were derived.
 NF0346
 NF0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4523427141(NAD 83)
 NF0346_MARKER: DB = BENCH MARK DISK
 NF0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0346_SP_SET: CONCRETE POST
 NF0346_STAMPING: H 168 1948
 NF0346_MARK LOGO: CGS   
 NF0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0346+STABILITY: SURFACE MOTION
 NF0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0346+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1995
 NF0346
 NF0346  HISTORY     - Date     Condition        Report By
 NF0346  HISTORY     - 1948     MONUMENTED       CGS
 NF0346  HISTORY     - 19910820 GOOD             MIDT
 NF0346  HISTORY     - 19910821 GOOD             MIDT
 NF0346  HISTORY     - 19940923 GOOD             MIDT
 NF0346  HISTORY     - 19951113 GOOD             MI-015
 NF0346  HISTORY     - 19970311 GOOD             USPSQD
 NF0346
 NF0346                          STATION DESCRIPTION
 NF0346
 NF0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0346'1.8 MI W FROM COATS GROVE.
 NF0346'1.75 MILES WEST ALONG STATE HIGHWAY 43 FROM THE CROSSROADS AND
 NF0346'SCHOOL AT COATS GROVE, AT THE WEST END OF A SMALL CUT, ABOUT
 NF0346'0.25 MILE EAST OF THE JUNCTION OF A ROAD NORTH, 116 FEET WEST
 NF0346'OF A FENCE CORNER, 47 FEET NORTH OF THE CENTER LINE OF THE
 NF0346'HIGHWAY, 1 FOOT SOUTH OF THE FENCE LINE, 1 1/2 FEET EAST OF A
 NF0346'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN
 NF0346'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0346
 NF0346                          STATION RECOVERY (1991)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991
 NF0346'STATION IS LOCATED IN QUAD 420851.  IT IS IN THE SOUTHWEST 1/4 OF
 NF0346'SECTION 35, T-4-N, R-8-W, CARLTON TOWNSHIP, AND ON THE WOODLAND
 NF0346'QUADRANGLE MAP. IT IS ABOUT 8-3/4 MILES NORTHWEST FROM NASHVILLE,
 NF0346'8-3/4 MILES SOUTHWEST FROM LAKE ODESSA, 5 MILES (8.0 KM) SOUTHEAST
 NF0346'FROM WOODLAND, 4 MILES (6.4 KM) NORTHWEST FROM HASTINGS AND ON THE
 NF0346'PROPERTY OF PAUL BUSSON, OF 3153 COATS GROVE ROAD, HASTINGS, MICH.,
 NF0346'49058.  PHONE (616)945-4834.
 NF0346'$
 NF0346'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-43 AND WOODLAND ROAD
 NF0346'IN WOODLAND, GO SOUTH ON WOODLAND ROAD FOR 3.0 MI (4.8 KM) TO COATS
 NF0346'GROVE ROAD.  TURN RIGHT AND GO WEST ON COATS GROVE ROAD FOR 4.77 MI
 NF0346'(7.68 KM) TO STATION ON RIGHT.
 NF0346'$
 NF0346'STATION IS 47.0 FT (14.3 M) NORTH FROM CENTERLINE OF COATS GROVE ROAD,
 NF0346'8.0 FT (2.4 M) SOUTH FROM THE EAST-WEST FENCELINE, 0.5 FT (15.2 CM)
 NF0346'SOUTH FROM A METAL WITNESS POST AND 3 FEET (0.9 M) LOWER THAN THE ROAD
 NF0346'SURFACE.
 NF0346
 NF0346                          STATION RECOVERY (1991)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DAH)
 NF0346'8.75 MILES (14.08 KM) SOUTHWEST OF LAKE ODESSA, 4 MILES (6.4 KM)
 NF0346'NORTHEAST OF HASTINGS, 8.75 MILES (14.08 KM) NORTHWEST OF NASHVILLE,
 NF0346'5.75 MILES (9.25 KM) SOUTHEAST OF WOODLAND AND ON PROPERTY OF MR. PAUL
 NF0346'BUSSON, 3153 COATS GROVE RD, HASTINGS, MICHIGAN  49058. PHONE NUMBER
 NF0346'616-945-4834, IN SW 1/4 SECTION 35, T-4-N, R 8-W. TO REACH FROM STATE
 NF0346'HIGHWAY M-43 (WOODLAND RD) AND COATS GROVE ROAD (OLD STATE HIGHWAY
 NF0346'M-43) GO WEST 4.77 MILES (7.68 KM) TO STATION ON RIGHT, A BRASS CAP,
 NF0346'SET IN A CONCRETE MONUMENT, 116 FEET (35.4 M) WEST OF FENCE LINE N, 47
 NF0346'FEET (14.3 M) NORTH OF CENTERLINE OF RD, 8 FEET (2.4 M) SOUTH OF AN
 NF0346'EAST-WEST FENCE, 0.5 FEET (15.2 CM) SOUTH OF A WITNESS POST AND SIGN
 NF0346'AND 3 FEET (0.9 M) LOWER THAN THE ROAD.
 NF0346
 NF0346                          STATION RECOVERY (1994)
 NF0346
 NF0346'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 NF0346'STATION IS LOCATED IN QUAD 420851 ON THE WOODLAND QUADRANGLE MAP.  IT
 NF0346'IS IN THE SOUTHWEST 1/4 SECTION 35, T-4-N, R-8-W, CARLTON TOWNSHIP.
 NF0346'ABOUT 8-3/4 MI NORTHWEST OF NASHVILLE, 8-3/4 MI SOUTHWEST OF LAKE
 NF0346'ODESSA, 5 MI (8.0 KM) SOUTHWEST OF WOODLAND, 4.0 MI (6.4 KM)
 NF0346'NORTHEAAST OF HASTINGS AND VERY NEAR TO THE PROPERTY OF PAUL BUSSON,
 NF0346'3153 COATS GROVE ROAD, HASTINGS, MI 49058. (78949.0 KM)  PHONE (616)
 NF0346'945-4834.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY M-43 AND
 NF0346'WOODLAND ROAD AT WOODLAND, GO SOUTH ALONG WOODLAND ROAD FOR 3.0 MI
 NF0346'(4.8 KM) TO COATS GROVE ROAD.  TURN RIGHT AND GO WEST ALONG COATS
 NF0346'GROVE ROAD FOR 4.77 MI (7.68 KM) TO THE STATION ON THE RIGHT.  THIS IS
 NF0346'0.26 MI (0.42 KM) WEST OF THE CENTER OF FISHER ROAD.  STATION IS 0.23
 NF0346'MI (0.37 KM) EAST FROM THE CENTER OF RAGLA ROAD, 47.0 FT (14.3 M)
 NF0346'NORTH FROM THE CENTER OF COATS GROVE ROAD, 130.0 FT (39.6 M) WEST FROM
 NF0346'A UTILITY POLE, 0.5 FT (0.2 M) SOUTH FROM A METAL WITNESS POST WITH
 NF0346'SIGN AND 3.0 FT (0.9 M) LOWER THAN THE ROAD SURFACE.  STATION WAS
 NF0346'RECOVERED WITH THE FOLLOWING ADDITIONS.  THE TO REACH FOR THIS STATION
 NF0346'WAS ADEQUATE, HOWEVER THE FENCE MENTIONED IN THE OLD DESCRIPTION IS
 NF0346'GONE.  THE STATION IS LOCATED 0.26 MI (0.42 KM) WEST OF THE CENTERLINE
 NF0346'OF FISHER ROAD AND 0.23 MILESEAST OF THE CENTERLINE OF RAGLA ROAD.
 NF0346'RECOVERED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY MI-NGS GEODETIC
 NF0346'ADVISOR.
 NF0346
 NF0346                          STATION RECOVERY (1995)
 NF0346
 NF0346'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0346'IN THE SOUTHWEST 1/4 OF SECTION 35, T4N, R8W, CARLTON TOWNSHIP, AND ON
 NF0346'THE WOODLAND QUADRANGLE MAP,  8 3/4 MILES NORTHWEST FROM NASHVILLE, 8
 NF0346'3/4 MILES SOUTHWEST FROM LAKE ODESSA, 5 MILES (8.0 KM) SOUTHEAST FROM
 NF0346'WOODLAND, 4 MILES (6.4 KM) NORTHEAST FROM HASTINGS AND ON THE PROPERTY
 NF0346'OF PAUL BUSSON, OF 3153 COATS GROVE ROAD, HASTINGS MICH., 49058.
 NF0346'PHONE (616) 945-4834.  TO REACH FROM THE INTERSECTION OF STATE HIGHWAY
 NF0346'M-43 AND WOODLAND ROAD IN WOODLAND, GO SOUTH ON WOODLAND ROAD FOR 3.0
 NF0346'MILES (4.8 KM) TO COATS GROVE ROAD.  TURN RIGHT AND GO WEST ON COATS
 NF0346'GROVE ROAD FOR 4.77MITO STATION ON THE RIGHT. STATION IS 47.0 FT (14.3
 NF0346'M) NORTH FROM CENTERLINE OF COATS GROVE ROAD, 8.0 FT (2.4 M) SOUTH
 NF0346'FROM THE EAST-WEST FENCE LINE, 0.5 FT (15.2 CM) SOUTH FROM A METAL
 NF0346'WITNESS POST AND 3 FEET (0.9 M) LOWER THAN THE ROAD SURFACE.  RECOVERY
 NF0346'1995 (BARRY COUNTY REMONUMENTATION) EAST-WEST FENCE LINE HAS BEEN
 NF0346'REMOVED.  STATION IS NOW 5.0 FEET SOUTH OF THE SOUTH EDGE OF A WORKING
 NF0346'FARM FIELD.
 NF0346
 NF0346                          STATION RECOVERY (1997)
 NF0346
 NF0346'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0335 ***********************************************************************
 NF0335  DESIGNATION -  H 169
 NF0335  PID         -  NF0335
 NF0335  STATE/COUNTY-  MI/KENT
 NF0335  USGS QUAD   -  ALTO (1978)
 NF0335
 NF0335                         *CURRENT SURVEY CONTROL
 NF0335  ___________________________________________________________________
 NF0335* NAD 83(1986)-  42 52 09.     (N)    085 25 45.     (W)     SCALED    
 NF0335* NAVD 88     -       244.989  (meters)     803.77   (feet)  ADJUSTED  
 NF0335  ___________________________________________________________________
 NF0335  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 NF0335  DYNAMIC HT  -         244.922 (meters)     803.55  (feet)  COMP
 NF0335  MODELED GRAV-     980,341.2   (mgal)                       NAVD 88
 NF0335
 NF0335  VERT ORDER  -  SECOND    CLASS 0
 NF0335
 NF0335.The horizontal coordinates were scaled from a topographic map and have
 NF0335.an estimated accuracy of +/- 6 seconds.
 NF0335
 NF0335.The orthometric height was determined by differential leveling
 NF0335.and adjusted by the National Geodetic Survey in June 1991..
 NF0335
 NF0335.The geoid height was determined by GEOID03.
 NF0335
 NF0335.The dynamic height is computed by dividing the NAVD 88
 NF0335.geopotential number by the normal gravity value computed on the
 NF0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0335.degrees latitude (g = 980.6199 gals.).
 NF0335
 NF0335.The modeled gravity was interpolated from observed gravity values.
 NF0335
 NF0335;                    North         East    Units  Estimated Accuracy
 NF0335;SPC MI S     -   152,630.    3,913,190.      MT  (+/- 180 meters Scaled)
 NF0335
 NF0335                          SUPERSEDED SURVEY CONTROL
 NF0335
 NF0335  NGVD 29 (??/??/92)  245.117  (m)          804.19   (f) ADJ UNCH    2 0
 NF0335
 NF0335.Superseded values are not recommended for survey control.
 NF0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0335.See file dsdata.txt to determine how the superseded data were derived.
 NF0335
 NF0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN283474(NAD 83)
 NF0335_MARKER: DB = BENCH MARK DISK
 NF0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0335_STAMPING: H 169 1948
 NF0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0335+STABILITY: SURFACE MOTION
 NF0335
 NF0335  HISTORY     - Date     Condition        Report By
 NF0335  HISTORY     - 1948     MONUMENTED       CGS
 NF0335  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0335  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0335  HISTORY     - 19991009 MARK NOT FOUND   USPSQD
 NF0335
 NF0335                          STATION DESCRIPTION
 NF0335
 NF0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0335'0.8 MI E FROM MC CORDS.
 NF0335'0.75 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0335'CROSSING OF MC CORDS AVENUE AT MC CORDS, AT THE CROSSING OF SNOW
 NF0335'AVENUE, 48 1/2 FEET SOUTHWEST OF THE CENTER OF THE CROSSING,
 NF0335'41 1/2 FEET SOUTH OF THE SOUTH RAIL, 36 FEET WEST OF THE CENTER
 NF0335'LINE OF SNOW AVENUE, 17 FEET WEST OF A FENCE LINE SOUTH, 2 FEET
 NF0335'WEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK
 NF0335'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0335
 NF0335                          STATION RECOVERY (1975)
 NF0335
 NF0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0335'MARK NOT FOUND.
 NF0335
 NF0335                          STATION RECOVERY (1985)
 NF0335
 NF0335'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0335'MARK NOT FOUND.
 NF0335
 NF0335                          STATION RECOVERY (1999)
 NF0335
 NF0335'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0337 ***********************************************************************
 OK0337  DESIGNATION -  H 17
 OK0337  PID         -  OK0337
 OK0337  STATE/COUNTY-  MI/IONIA
 OK0337  USGS QUAD   -  SHILOH (1972)
 OK0337
 OK0337                         *CURRENT SURVEY CONTROL
 OK0337  ___________________________________________________________________
 OK0337* NAD 83(1986)-  43 05 01.     (N)    085 05 07.     (W)     SCALED    
 OK0337* NAVD 88     -       253.925  (meters)     833.09   (feet)  ADJUSTED  
 OK0337  ___________________________________________________________________
 OK0337  GEOID HEIGHT-         -33.13  (meters)                     GEOID03
 OK0337  DYNAMIC HT  -         253.866 (meters)     832.89  (feet)  COMP
 OK0337  MODELED GRAV-     980,380.9   (mgal)                       NAVD 88
 OK0337
 OK0337  VERT ORDER  -  FIRST     CLASS II
 OK0337
 OK0337.The horizontal coordinates were scaled from a topographic map and have
 OK0337.an estimated accuracy of +/- 6 seconds.
 OK0337
 OK0337.The orthometric height was determined by differential leveling
 OK0337.and adjusted by the National Geodetic Survey in June 1991..
 OK0337
 OK0337.The geoid height was determined by GEOID03.
 OK0337
 OK0337.The dynamic height is computed by dividing the NAVD 88
 OK0337.geopotential number by the normal gravity value computed on the
 OK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0337.degrees latitude (g = 980.6199 gals.).
 OK0337
 OK0337.The modeled gravity was interpolated from observed gravity values.
 OK0337
 OK0337;                    North         East    Units  Estimated Accuracy
 OK0337;SPC MI S     -   176,150.    3,941,490.      MT  (+/- 180 meters Scaled)
 OK0337
 OK0337                          SUPERSEDED SURVEY CONTROL
 OK0337
 OK0337  NGVD 29 (??/??/92)  254.058  (m)          833.52   (f) ADJ UNCH    1 2
 OK0337
 OK0337.Superseded values are not recommended for survey control.
 OK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0337.See file dsdata.txt to determine how the superseded data were derived.
 OK0337
 OK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN558718(NAD 83)
 OK0337_MARKER: DB = BENCH MARK DISK
 OK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0337_STAMPING: ELEV 833.522 FT H 17 1916
 OK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0337+STABILITY: SURFACE MOTION
 OK0337
 OK0337  HISTORY     - Date     Condition        Report By
 OK0337  HISTORY     - 1916     MONUMENTED       CGS
 OK0337  HISTORY     - 1934     GOOD             NGS
 OK0337  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0337
 OK0337                          STATION DESCRIPTION
 OK0337
 OK0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0337'1.5 MI S FROM SHILOH.
 OK0337'1.5 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0337'RAILWAY FROM THE FORMER STATION AT SHILOH, IONIA COUNTY, AT THE
 OK0337'INTERSECTION OF THE WEST RIGHT-OF-WAY FENCE AND AN EAST-AND-WEST
 OK0337'PROPERTY LINE SEPARATING A CULTIVATED FIELD TO THE SOUTH FROM
 OK0337'A HEAVILY WOODED TRACT TO THE NORTH, AND 31 FEET WEST OF THE
 OK0337'FORMER LOCATION OF THE TRACK.  A STANDARD DISK, STAMPED ELEV
 OK0337'833.522 FT. H 17 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0337'PROJECTING 8 INCHES ABOVE GROUND.
 OK0337
 OK0337                          STATION RECOVERY (1969)
 OK0337
 OK0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0017 ***********************************************************************
 OJ0017  DESIGNATION -  H 17 USLS
 OJ0017  PID         -  OJ0017
 OJ0017  STATE/COUNTY-  MI/ST CLAIR
 OJ0017  USGS QUAD   -  LAKEPORT (1976)
 OJ0017
 OJ0017                         *CURRENT SURVEY CONTROL
 OJ0017  ___________________________________________________________________
 OJ0017* NAD 83(1986)-  43 00 44.     (N)    082 25 33.     (W)     SCALED    
 OJ0017* NAVD 88     -       179.972  (meters)     590.46   (feet)  ADJUSTED  
 OJ0017  ___________________________________________________________________
 OJ0017  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0017  DYNAMIC HT  -         179.928 (meters)     590.31  (feet)  COMP
 OJ0017  MODELED GRAV-     980,373.9   (mgal)                       NAVD 88
 OJ0017
 OJ0017  VERT ORDER  -  FIRST     CLASS 0
 OJ0017
 OJ0017.The horizontal coordinates were scaled from a topographic map and have
 OJ0017.an estimated accuracy of +/- 6 seconds.
 OJ0017
 OJ0017.The orthometric height was determined by differential leveling
 OJ0017.and adjusted by the National Geodetic Survey in June 1991..
 OJ0017
 OJ0017.The geoid height was determined by GEOID03.
 OJ0017
 OJ0017.The dynamic height is computed by dividing the NAVD 88
 OJ0017.geopotential number by the normal gravity value computed on the
 OJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0017.degrees latitude (g = 980.6199 gals.).
 OJ0017
 OJ0017.The modeled gravity was interpolated from observed gravity values.
 OJ0017
 OJ0017;                    North         East    Units  Estimated Accuracy
 OJ0017;SPC MI S     -   169,800.    4,158,200.      MT  (+/- 180 meters Scaled)
 OJ0017
 OJ0017                          SUPERSEDED SURVEY CONTROL
 OJ0017
 OJ0017  NGVD 29 (??/??/??)  180.087  (m)          590.84   (f) ADJUSTED    1 0
 OJ0017
 OJ0017.Superseded values are not recommended for survey control.
 OJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0017.See file dsdata.txt to determine how the superseded data were derived.
 OJ0017
 OJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838631(NAD 83)
 OJ0017_MARKER: DD = SURVEY DISK
 OJ0017_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0017_SP_SET: BUILDING
 OJ0017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0017
 OJ0017  HISTORY     - Date     Condition        Report By
 OJ0017  HISTORY     - 1937     MONUMENTED       USLS
 OJ0017  HISTORY     - 1970     GOOD             USLS
 OJ0017  HISTORY     - 1980     GOOD             NGS
 OJ0017  HISTORY     - 1983     GOOD             USPSQD
 OJ0017  HISTORY     - 19950928 GOOD             USPSQD
 OJ0017  HISTORY     - 19970705 GOOD             USPSQD
 OJ0017  HISTORY     - 20030413 GOOD             USPSQD
 OJ0017
 OJ0017                          STATION DESCRIPTION
 OJ0017
 OJ0017'DESCRIBED BY US LAKE SURVEY 1970
 OJ0017'AT PORT HURON.
 OJ0017'H 17 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ABOUT 0.5
 OJ0017'MILE NORTH OF FORT GRATIOT LIGHTHOUSE, JUST NORTHWEST OF NORTH
 OJ0017'END OF OMAR STREET, 15.8 FEET SOUTH OF NORTHWEST CORNER AND
 OJ0017'WEST FACE OF CUT STONE DWELLING OWNED BY MISS JULIA PECK, 1-1/2
 OJ0017'FEET ABOVE THE GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS
 OJ0017'ON BRONZE DISC SET INTO THE SANDSTONE WALL.  BM H-17 1937
 OJ0017
 OJ0017                          STATION RECOVERY (1980)
 OJ0017
 OJ0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0017'IN PORT HURON, O.7 KILOMETER (0.45 MILE) NORTH ALONG OMAR STREET
 OJ0017'FROM THE ENTRANCE TO THE COAST GUARD STATION, SET IN THE WEST FACE
 OJ0017'OF A STONE HOUSE NUMBER 3203 NORTHWEST OF THE END OF OMAR STREET,
 OJ0017'4.8 METERS (15.8 FEET) SOUTH OF THE NORTHWEST CORNER OF THE HOUSE,
 OJ0017'0.2 METER (0.7 FEET) NORTH OF THE NORTH FACE OF THE SUN PORCH
 OJ0017'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0017
 OJ0017                          STATION RECOVERY (1983)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (1995)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (1997)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0017'RECOVERED IN GOOD CONDITION.
 OJ0017
 OJ0017                          STATION RECOVERY (2003)
 OJ0017
 OJ0017'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0602 ***********************************************************************
 NF0602  DESIGNATION -  H 170
 NF0602  PID         -  NF0602
 NF0602  STATE/COUNTY-  MI/ALLEGAN
 NF0602  USGS QUAD   -  OTSEGO (1973)
 NF0602
 NF0602                         *CURRENT SURVEY CONTROL
 NF0602  ___________________________________________________________________
 NF0602* NAD 83(1986)-  42 26 47.     (N)    085 40 04.     (W)     SCALED    
 NF0602* NAVD 88     -       225.484  (meters)     739.78   (feet)  ADJUSTED  
 NF0602  ___________________________________________________________________
 NF0602  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0602  DYNAMIC HT  -         225.419 (meters)     739.56  (feet)  COMP
 NF0602  MODELED GRAV-     980,325.5   (mgal)                       NAVD 88
 NF0602
 NF0602  VERT ORDER  -  SECOND    CLASS 0
 NF0602
 NF0602.The horizontal coordinates were scaled from a topographic map and have
 NF0602.an estimated accuracy of +/- 6 seconds.
 NF0602
 NF0602.The orthometric height was determined by differential leveling
 NF0602.and adjusted by the National Geodetic Survey in June 1991..
 NF0602
 NF0602.The geoid height was determined by GEOID03.
 NF0602
 NF0602.The dynamic height is computed by dividing the NAVD 88
 NF0602.geopotential number by the normal gravity value computed on the
 NF0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0602.degrees latitude (g = 980.6199 gals.).
 NF0602
 NF0602.The modeled gravity was interpolated from observed gravity values.
 NF0602
 NF0602;                    North         East    Units  Estimated Accuracy
 NF0602;SPC MI S     -   105,950.    3,892,970.      MT  (+/- 180 meters Scaled)
 NF0602
 NF0602                          SUPERSEDED SURVEY CONTROL
 NF0602
 NF0602  NGVD 29 (??/??/92)  225.617  (m)          740.21   (f) ADJ UNCH    2 0
 NF0602
 NF0602.Superseded values are not recommended for survey control.
 NF0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0602.See file dsdata.txt to determine how the superseded data were derived.
 NF0602
 NF0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095002(NAD 83)
 NF0602_MARKER: DB = BENCH MARK DISK
 NF0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0602_STAMPING: H 170 1948
 NF0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0602+STABILITY: SURFACE MOTION
 NF0602
 NF0602  HISTORY     - Date     Condition        Report By
 NF0602  HISTORY     - 1948     MONUMENTED       CGS
 NF0602  HISTORY     - 1984     MARK NOT FOUND   NGS
 NF0602  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0602  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0602
 NF0602                          STATION DESCRIPTION
 NF0602
 NF0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0602'1.5 MI NW FROM PLAINWELL.
 NF0602'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 NF0602'OF U.S. HIGHWAY 131 AT PLAINWELL, ABOUT 1.8 MILES SOUTHEAST OF THE
 NF0602'STATE BANK BUILDING AT OTSEGO, ABOUT 0.25 MILES SOUTH OF HWY
 NF0602'AT OLD ENTRANCE TO MC KAY AIRPORT, 70 FEET EAST OF DIM DIRT
 NF0602'ROAD TO SMALL SAND PIT, 36 FEET NORTHWEST OF DENSE PATCH OF
 NF0602'SASSAFRAS TREES, 16 FEET NORTHEAST OF RUSTED IRON REVOLVING POST
 NF0602'(OLD STAND FOR AIRPORT WIND INDICATOR), 2 FEET SOUTH OF METAL
 NF0602'WITNESS POST AND SIGN, AND SET IN THE TOP OF A CONCRETE POST
 NF0602'PROJECTING 2 INCH.
 NF0602
 NF0602                          STATION RECOVERY (1984)
 NF0602
 NF0602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0602'MARK NOT FOUND.
 NF0602
 NF0602                          STATION RECOVERY (1997)
 NF0602
 NF0602'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0602'MARK NOT FOUND.
 NF0602
 NF0602                          STATION RECOVERY (2005)
 NF0602
 NF0602'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF0602'RECENT PAVING AND SHOULDER WORK MAY HAVE COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0633 ***********************************************************************
 NF0633  DESIGNATION -  H 171
 NF0633  PID         -  NF0633
 NF0633  STATE/COUNTY-  MI/VAN BUREN
 NF0633  USGS QUAD   -  MERSON (1981)
 NF0633
 NF0633                         *CURRENT SURVEY CONTROL
 NF0633  ___________________________________________________________________
 NF0633* NAD 83(1986)-  42 25 12.     (N)    085 49 02.     (W)     SCALED    
 NF0633* NAVD 88     -       222.578  (meters)     730.24   (feet)  ADJUSTED  
 NF0633  ___________________________________________________________________
 NF0633  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0633  DYNAMIC HT  -         222.516 (meters)     730.04  (feet)  COMP
 NF0633  MODELED GRAV-     980,337.8   (mgal)                       NAVD 88
 NF0633
 NF0633  VERT ORDER  -  SECOND    CLASS 0
 NF0633
 NF0633.The horizontal coordinates were scaled from a topographic map and have
 NF0633.an estimated accuracy of +/- 6 seconds.
 NF0633
 NF0633.The orthometric height was determined by differential leveling
 NF0633.and adjusted by the National Geodetic Survey in June 1991..
 NF0633
 NF0633.The geoid height was determined by GEOID03.
 NF0633
 NF0633.The dynamic height is computed by dividing the NAVD 88
 NF0633.geopotential number by the normal gravity value computed on the
 NF0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0633.degrees latitude (g = 980.6199 gals.).
 NF0633
 NF0633.The modeled gravity was interpolated from observed gravity values.
 NF0633
 NF0633;                    North         East    Units  Estimated Accuracy
 NF0633;SPC MI S     -   103,220.    3,880,630.      MT  (+/- 180 meters Scaled)
 NF0633
 NF0633                          SUPERSEDED SURVEY CONTROL
 NF0633
 NF0633  NGVD 29 (??/??/92)  222.715  (m)          730.69   (f) ADJ UNCH    2 0
 NF0633
 NF0633.Superseded values are not recommended for survey control.
 NF0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0633.See file dsdata.txt to determine how the superseded data were derived.
 NF0633
 NF0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM973970(NAD 83)
 NF0633_MARKER: DB = BENCH MARK DISK
 NF0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0633_STAMPING: H 171 1948
 NF0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0633+STABILITY: SURFACE MOTION
 NF0633
 NF0633  HISTORY     - Date     Condition        Report By
 NF0633  HISTORY     - 1948     MONUMENTED       CGS
 NF0633  HISTORY     - 1977     GOOD             MIDH
 NF0633
 NF0633                          STATION DESCRIPTION
 NF0633
 NF0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0633'5.2 MI N FROM KENDALL.
 NF0633'5.15 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE
 NF0633'AT KENDALL, ABOUT 2.05 MILES SOUTH OF THE TROWBRIDGE GRANGE HALL,
 NF0633'AT THE INTERSECTION OF THE VAN BUREN - ALLEGAN COUNTY LINE,
 NF0633'ABOUT 0.25 MILE SOUTH OF A SMALL BRIDGE, ON THE OUTSIDE OF A
 NF0633'CURVE WITH TANGENTS NORTH AND SOUTH-SOUTHWEST, 26 FEET EAST OF
 NF0633'THE CENTER LINE OF THE ROAD, 1 FOOT WEST OF A WIRE FENCE, 24.5
 NF0633'FEET SOUTH OF A FENCE CORNER, 9.5 FEET SOUTH OF THE SOUTH GATE
 NF0633'POST OF A GATE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0633'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0633'PROJECTING 6 INCHES.
 NF0633
 NF0633                          STATION RECOVERY (1977)
 NF0633
 NF0633'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0924 ***********************************************************************
 NF0924  DESIGNATION -  H 172
 NF0924  PID         -  NF0924
 NF0924  STATE/COUNTY-  MI/ALLEGAN
 NF0924  USGS QUAD   -  BURNIPS (1981)
 NF0924
 NF0924                         *CURRENT SURVEY CONTROL
 NF0924  ___________________________________________________________________
 NF0924* NAD 83(1986)-  42 38 17.     (N)    085 50 23.     (W)     SCALED    
 NF0924* NAVD 88     -       273.910  (meters)     898.65   (feet)  ADJUSTED  
 NF0924  ___________________________________________________________________
 NF0924  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF0924  DYNAMIC HT  -         273.838 (meters)     898.42  (feet)  COMP
 NF0924  MODELED GRAV-     980,349.8   (mgal)                       NAVD 88
 NF0924
 NF0924  VERT ORDER  -  SECOND    CLASS 0
 NF0924
 NF0924.The horizontal coordinates were scaled from a topographic map and have
 NF0924.an estimated accuracy of +/- 6 seconds.
 NF0924
 NF0924.The orthometric height was determined by differential leveling
 NF0924.and adjusted by the National Geodetic Survey in June 1991..
 NF0924
 NF0924.The geoid height was determined by GEOID03.
 NF0924
 NF0924.The dynamic height is computed by dividing the NAVD 88
 NF0924.geopotential number by the normal gravity value computed on the
 NF0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0924.degrees latitude (g = 980.6199 gals.).
 NF0924
 NF0924.The modeled gravity was interpolated from observed gravity values.
 NF0924
 NF0924;                    North         East    Units  Estimated Accuracy
 NF0924;SPC MI S     -   127,470.    3,879,200.      MT  (+/- 180 meters Scaled)
 NF0924
 NF0924                          SUPERSEDED SURVEY CONTROL
 NF0924
 NF0924  NGVD 29 (??/??/92)  274.046  (m)          899.10   (f) ADJ UNCH    2 0
 NF0924
 NF0924.Superseded values are not recommended for survey control.
 NF0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0924.See file dsdata.txt to determine how the superseded data were derived.
 NF0924
 NF0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN951212(NAD 83)
 NF0924_MARKER: DB = BENCH MARK DISK
 NF0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0924_STAMPING: H 172 1948
 NF0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0924+STABILITY: SURFACE MOTION
 NF0924
 NF0924  HISTORY     - Date     Condition        Report By
 NF0924  HISTORY     - 1948     MONUMENTED       CGS
 NF0924  HISTORY     - 1959     GOOD             NGS
 NF0924  HISTORY     - 1978     GOOD             USGS
 NF0924  HISTORY     - 1987     GOOD             USPSQD
 NF0924  HISTORY     - 1989     GOOD             USPSQD
 NF0924
 NF0924                          STATION DESCRIPTION
 NF0924
 NF0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NF0924'AT MONTEREY.
 NF0924'AT MONTEREY, IN THE SOUTHEAST QUARTER OF AN EAST-WEST ROAD AND
 NF0924'COUNTY ROAD 653 (NORTH-SOUTH) 145 FEET EAST OF THE CENTERLINE OF
 NF0924'COUNTY ROAD 653, 34 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST
 NF0924'ROAD, AT THE NORTHEAST CORNER OF LAWN AROUND GRANGE HALL, 56 FEET
 NF0924'EAST-NORTHEAST OF THE NORTHEAST CORNER OF GRANGE HALL, 1 FOOT
 NF0924'NORTH OF A T FENCE CORNER AT CORNER OF LAWN, 27 FEET WEST OF A
 NF0924'TWIN 6-INCH ALDER TREE, 80 FEET SOUTH-SOUTHEAST AND ACROSS ROAD
 NF0924'FROM THE SOUTHEAST CORNER OF A HOUSE, 2 FEET EAST OF A WHITE
 NF0924'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP
 NF0924'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0924
 NF0924                          STATION RECOVERY (1978)
 NF0924
 NF0924'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0924'AT MONTEREY, NEAR THE COR. OF SECS. 15, 16, 21 AND 22, T. 3 N., R. 13
 NF0924'W., 35 FT S. AND 147 FT E. OF THE JCT. OF COUNTY HWY. 653 AND 130TH
 NF0924'AVE., 80 FT SSE OF THE SE. CORNER OF A HOUSE, 56 FT ENE OF THE NE.
 NF0924'COR. OF THE MONTEREY COMMUNITY HALL, 10 FT N. AND 14 FT E. OF 24 INCH
 NF0924'DIA. ELM TREE, IN LINE WITH WIRE FENCE S., 2 FT E. OF METAL WITNESS
 NF0924'SIGN, IN CONC. POST PROJECTING 0.2 FEET. STANDARD TABLET STAMPED H
 NF0924'172 1948.
 NF0924
 NF0924                          STATION RECOVERY (1987)
 NF0924
 NF0924'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0924'RECOVERED IN GOOD CONDITION.
 NF0924
 NF0924                          STATION RECOVERY (1989)
 NF0924
 NF0924'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0974 ***********************************************************************
 NF0974  DESIGNATION -  H 173
 NF0974  PID         -  NF0974
 NF0974  STATE/COUNTY-  MI/ALLEGAN
 NF0974  USGS QUAD   -  BURNIPS (1981)
 NF0974
 NF0974                         *CURRENT SURVEY CONTROL
 NF0974  ___________________________________________________________________
 NF0974* NAD 83(1986)-  42 41 47.     (N)    085 45 03.     (W)     SCALED    
 NF0974* NAVD 88     -       225.587  (meters)     740.11   (feet)  ADJUSTED  
 NF0974  ___________________________________________________________________
 NF0974  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF0974  DYNAMIC HT  -         225.526 (meters)     739.91  (feet)  COMP
 NF0974  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 NF0974
 NF0974  VERT ORDER  -  SECOND    CLASS 0
 NF0974
 NF0974.The horizontal coordinates were scaled from a topographic map and have
 NF0974.an estimated accuracy of +/- 6 seconds.
 NF0974
 NF0974.The orthometric height was determined by differential leveling
 NF0974.and adjusted by the National Geodetic Survey in June 1991..
 NF0974
 NF0974.The geoid height was determined by GEOID03.
 NF0974
 NF0974.The dynamic height is computed by dividing the NAVD 88
 NF0974.geopotential number by the normal gravity value computed on the
 NF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0974.degrees latitude (g = 980.6199 gals.).
 NF0974
 NF0974.The modeled gravity was interpolated from observed gravity values.
 NF0974
 NF0974;                    North         East    Units  Estimated Accuracy
 NF0974;SPC MI S     -   133,820.    3,886,600.      MT  (+/- 180 meters Scaled)
 NF0974
 NF0974                          SUPERSEDED SURVEY CONTROL
 NF0974
 NF0974  NGVD 29 (??/??/92)  225.720  (m)          740.55   (f) ADJ UNCH    2 0
 NF0974
 NF0974.Superseded values are not recommended for survey control.
 NF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0974.See file dsdata.txt to determine how the superseded data were derived.
 NF0974
 NF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN023278(NAD 83)
 NF0974_MARKER: DB = BENCH MARK DISK
 NF0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0974_STAMPING: H 173 1948
 NF0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0974+STABILITY: SURFACE MOTION
 NF0974
 NF0974  HISTORY     - Date     Condition        Report By
 NF0974  HISTORY     - 1948     MONUMENTED       CGS
 NF0974  HISTORY     - 1974     GOOD             NGS
 NF0974  HISTORY     - 1987     GOOD             USPSQD
 NF0974  HISTORY     - 1989     GOOD             USPSQD
 NF0974
 NF0974                          STATION DESCRIPTION
 NF0974
 NF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0974'3.4 MI SW FROM DORR.
 NF0974'ABOUT 1.35 MILES WEST ALONG COUNTY ROAD 26 FROM THE NEW YORK
 NF0974'CENTRAL RAILROAD STATION AT DORR, THENCE ABOUT 2.0 MILES SOUTH
 NF0974'ALONG A GRAVEL ROAD, AT THE T JUNCTION OF AN EAST-WEST ROAD,
 NF0974'33 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 36 FEET
 NF0974'EAST OF THE CENTER LINE OF THE ROAD NORTH, 9 FEET NORTHWEST OF A
 NF0974'6-INCH OAK TREE, 10 FEET SOUTHEAST OF A FENCE CORNER, 9 FEET
 NF0974'SOUTH OF THE EAST-WEST FENCE LINE, 2 FEET EAST OF A WHITE
 NF0974'WOODEN WITNESS POST, 3 FEET ABOVE THE EAST-WEST ROAD AND SET
 NF0974'IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 NF0974
 NF0974                          STATION RECOVERY (1974)
 NF0974
 NF0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0974'RECOVERED IN GOOD CONDITION.
 NF0974
 NF0974                          STATION RECOVERY (1987)
 NF0974
 NF0974'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0974'RECOVERED IN GOOD CONDITION.
 NF0974
 NF0974                          STATION RECOVERY (1989)
 NF0974
 NF0974'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0653 ***********************************************************************
 NF0653  DESIGNATION -  H 174
 NF0653  PID         -  NF0653
 NF0653  STATE/COUNTY-  MI/ALLEGAN
 NF0653  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0653
 NF0653                         *CURRENT SURVEY CONTROL
 NF0653  ___________________________________________________________________
 NF0653* NAD 83(1986)-  42 29 28.     (N)    085 57 19.     (W)     SCALED    
 NF0653* NAVD 88     -       224.990  (meters)     738.15   (feet)  ADJUSTED  
 NF0653  ___________________________________________________________________
 NF0653  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 NF0653  DYNAMIC HT  -         224.930 (meters)     737.96  (feet)  COMP
 NF0653  MODELED GRAV-     980,347.3   (mgal)                       NAVD 88
 NF0653
 NF0653  VERT ORDER  -  SECOND    CLASS 0
 NF0653
 NF0653.The horizontal coordinates were scaled from a topographic map and have
 NF0653.an estimated accuracy of +/- 6 seconds.
 NF0653
 NF0653.The orthometric height was determined by differential leveling
 NF0653.and adjusted by the National Geodetic Survey in June 1991..
 NF0653
 NF0653.The geoid height was determined by GEOID03.
 NF0653
 NF0653.The dynamic height is computed by dividing the NAVD 88
 NF0653.geopotential number by the normal gravity value computed on the
 NF0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0653.degrees latitude (g = 980.6199 gals.).
 NF0653
 NF0653.The modeled gravity was interpolated from observed gravity values.
 NF0653
 NF0653;                    North         East    Units  Estimated Accuracy
 NF0653;SPC MI S     -   111,320.    3,869,420.      MT  (+/- 180 meters Scaled)
 NF0653
 NF0653                          SUPERSEDED SURVEY CONTROL
 NF0653
 NF0653  NGVD 29 (??/??/92)  225.130  (m)          738.61   (f) ADJ UNCH    2 0
 NF0653
 NF0653.Superseded values are not recommended for survey control.
 NF0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0653.See file dsdata.txt to determine how the superseded data were derived.
 NF0653
 NF0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN858048(NAD 83)
 NF0653_MARKER: DB = BENCH MARK DISK
 NF0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0653_STAMPING: H 174 1948
 NF0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0653+STABILITY: SURFACE MOTION
 NF0653
 NF0653  HISTORY     - Date     Condition        Report By
 NF0653  HISTORY     - 1948     MONUMENTED       CGS
 NF0653  HISTORY     - 1984     GOOD             NGS
 NF0653  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0653  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0653
 NF0653                          STATION DESCRIPTION
 NF0653
 NF0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0653'3.3 MI N FROM CHESHIRE.
 NF0653'3.3 MILES NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY SCHOOL AND
 NF0653'A CEMETERY AT CHESHIRE ABOUT 0.25 MILE NORTH OF ROWE SCHOOL,
 NF0653'ABOUT 0.15 MILE SOUTH OF ROWE CEMETERY, AT AN EAST-WEST CROSS
 NF0653'ROAD, 76 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 NF0653'SOUTH OF THE CENTER LINE OF THE ROAD WEST, 49.5 FEET WEST OF A
 NF0653'FENCE CORNER, 45 FEET NORTHWEST OF A POWER POLE WITH LINES
 NF0653'NORTH-SOUTH AND EAST-WEST.  1 FOOT NORTH OF A WIRE FENCE, 2
 NF0653'FEET EAST OF A WHITE WOODEN WITNESS POST, LEVEL WITH THE ROAD
 NF0653'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0653
 NF0653                          STATION RECOVERY (1984)
 NF0653
 NF0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF0653'BENCH MARK IS NOW 0.61 MI (2.0 FT) EAST OF A WITNESS POST AND LEVEL
 NF0653'WITH GROUND SURFACED.
 NF0653
 NF0653                          STATION RECOVERY (1989)
 NF0653
 NF0653'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0653'MARK NOT FOUND.
 NF0653
 NF0653                          STATION RECOVERY (2006)
 NF0653
 NF0653'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0653'CARSONITE POST AND WOOD POST FOUND IN AREA, BUT NO MARK FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0551 ***********************************************************************
 NF0551  DESIGNATION -  H 175
 NF0551  PID         -  NF0551
 NF0551  STATE/COUNTY-  MI/ALLEGAN
 NF0551  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0551
 NF0551                         *CURRENT SURVEY CONTROL
 NF0551  ___________________________________________________________________
 NF0551* NAD 83(1986)-  42 28 20.     (N)    085 35 12.     (W)     SCALED    
 NF0551* NAVD 88     -       232.978  (meters)     764.36   (feet)  ADJUSTED  
 NF0551  ___________________________________________________________________
 NF0551  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NF0551  DYNAMIC HT  -         232.908 (meters)     764.13  (feet)  COMP
 NF0551  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 NF0551
 NF0551  VERT ORDER  -  SECOND    CLASS 0
 NF0551
 NF0551.The horizontal coordinates were scaled from a topographic map and have
 NF0551.an estimated accuracy of +/- 6 seconds.
 NF0551
 NF0551.The orthometric height was determined by differential leveling
 NF0551.and adjusted by the National Geodetic Survey in June 1991..
 NF0551
 NF0551.The geoid height was determined by GEOID03.
 NF0551
 NF0551.The dynamic height is computed by dividing the NAVD 88
 NF0551.geopotential number by the normal gravity value computed on the
 NF0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0551.degrees latitude (g = 980.6199 gals.).
 NF0551
 NF0551.The modeled gravity was interpolated from observed gravity values.
 NF0551
 NF0551;                    North         East    Units  Estimated Accuracy
 NF0551;SPC MI S     -   108,720.    3,899,680.      MT  (+/- 180 meters Scaled)
 NF0551
 NF0551                          SUPERSEDED SURVEY CONTROL
 NF0551
 NF0551  NGVD 29 (??/??/92)  233.107  (m)          764.79   (f) ADJ UNCH    2 0
 NF0551
 NF0551.Superseded values are not recommended for survey control.
 NF0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0551.See file dsdata.txt to determine how the superseded data were derived.
 NF0551
 NF0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN161031(NAD 83)
 NF0551_MARKER: DB = BENCH MARK DISK
 NF0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0551_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0551_STAMPING: H 175 1948
 NF0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0551+STABILITY: SURFACE MOTION
 NF0551
 NF0551  HISTORY     - Date     Condition        Report By
 NF0551  HISTORY     - 1948     MONUMENTED       CGS
 NF0551  HISTORY     - 1966     GOOD             USGS
 NF0551  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0551  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 NF0551
 NF0551                          STATION DESCRIPTION
 NF0551
 NF0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0551'2.4 MI WNW FROM DOSTER.
 NF0551'2.4 MILES WEST AND NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 NF0551'COUNTY LINE CROSSROAD AT DOSTER, AT THE JUNCTION OF COUNTY ROAD
 NF0551'412 LEADING NORTHEAST-SOUTHWEST, AT THE BELLINGHAM SCHOOL, 196
 NF0551'FEET SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 412, 32 FEET
 NF0551'SOUTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD SOUTHEAST,
 NF0551'74.5 FEET EAST OF THE EAST CORNER OF THE MAIN PART OF THE SCHOOL
 NF0551'BUILDING, 1 FOOT NORTHEAST OF THE SCHOOL YARD FENCE, 2 FEET
 NF0551'NORTHWEST OF A METAL WITNESS POST, 1 FOOT BELOW THE ROAD AND SET
 NF0551'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE
 NF0551'SCHOOL IS NOW ABANDONED.
 NF0551
 NF0551                          STATION RECOVERY (1966)
 NF0551
 NF0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0551'RECOVERED IN GOOD CONDITION.
 NF0551
 NF0551                          STATION RECOVERY (1989)
 NF0551
 NF0551'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0551'MARK NOT FOUND.
 NF0551
 NF0551                          STATION RECOVERY (2003)
 NF0551
 NF0551'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0551'SCHOOL GONE, CHURCH BUILDING ON SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0828 ***********************************************************************
 NF0828  DESIGNATION -  H 176
 NF0828  PID         -  NF0828
 NF0828  STATE/COUNTY-  MI/BARRY
 NF0828  USGS QUAD   -  ORANGEVILLE (1982)
 NF0828
 NF0828                         *CURRENT SURVEY CONTROL
 NF0828  ___________________________________________________________________
 NF0828* NAD 83(1986)-  42 31 04.     (N)    085 32 20.     (W)     SCALED    
 NF0828* NAVD 88     -       245.133  (meters)     804.24   (feet)  ADJUSTED  
 NF0828  ___________________________________________________________________
 NF0828  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF0828  DYNAMIC HT  -         245.059 (meters)     804.00  (feet)  COMP
 NF0828  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 NF0828
 NF0828  VERT ORDER  -  SECOND    CLASS 0
 NF0828
 NF0828.The horizontal coordinates were scaled from a topographic map and have
 NF0828.an estimated accuracy of +/- 6 seconds.
 NF0828
 NF0828.The orthometric height was determined by differential leveling
 NF0828.and adjusted by the National Geodetic Survey in June 1991..
 NF0828
 NF0828.The geoid height was determined by GEOID03.
 NF0828
 NF0828.The dynamic height is computed by dividing the NAVD 88
 NF0828.geopotential number by the normal gravity value computed on the
 NF0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0828.degrees latitude (g = 980.6199 gals.).
 NF0828
 NF0828.The modeled gravity was interpolated from observed gravity values.
 NF0828
 NF0828;                    North         East    Units  Estimated Accuracy
 NF0828;SPC MI S     -   113,720.    3,903,680.      MT  (+/- 180 meters Scaled)
 NF0828
 NF0828                          SUPERSEDED SURVEY CONTROL
 NF0828
 NF0828  NGVD 29 (??/??/92)  245.260  (m)          804.66   (f) ADJ UNCH    2 0
 NF0828
 NF0828.Superseded values are not recommended for survey control.
 NF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0828.See file dsdata.txt to determine how the superseded data were derived.
 NF0828
 NF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN200083(NAD 83)
 NF0828_MARKER: DB = BENCH MARK DISK
 NF0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0828_STAMPING: H 176 1948
 NF0828_MARK LOGO: CGS   
 NF0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0828+STABILITY: SURFACE MOTION
 NF0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0828+SATELLITE: SATELLITE OBSERVATIONS - November 26, 1995
 NF0828
 NF0828  HISTORY     - Date     Condition        Report By
 NF0828  HISTORY     - 1948     MONUMENTED       CGS
 NF0828  HISTORY     - 1987     GOOD             USPSQD
 NF0828  HISTORY     - 19951126 GOOD             MI-015
 NF0828  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0828  HISTORY     - 20041030 MARK NOT FOUND   USPSQD
 NF0828
 NF0828                          STATION DESCRIPTION
 NF0828
 NF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0828'2.8 MI SW FROM ORANGEVILLE.
 NF0828'ABOUT 2.85 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD NO. 412
 NF0828'FROM THE SCHOOL AT ORANGEVILLE, ABOUT 0.3 MILE NORTHEAST OF
 NF0828'THE JUNCTION OF A ROAD EAST, ABOUT 0.1 MILE SOUTHWEST OF A CURVE
 NF0828'IN THE ROAD WITH TANGENTS SOUTHWEST AND NORTH, ABOUT 0.45 MILE
 NF0828'SOUTHWEST OF THE JUNCTION OF A ROAD WEST, 27 FEET SOUTHEAST OF
 NF0828'THE CENTER LINE OF THE ROAD, 37 FEET NORTHEAST OF A 28-INCH
 NF0828'ELM TREE, 56 FEET WEST OF A POWER POLE, 110 FEET SOUTHWEST OF
 NF0828'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A PIPE
 NF0828'CULVERT, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 NF0828'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0828'POST PROJECTING 3 INCHES.
 NF0828
 NF0828                          STATION RECOVERY (1987)
 NF0828
 NF0828'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0828'RECOVERED IN GOOD CONDITION.
 NF0828
 NF0828                          STATION RECOVERY (1995)
 NF0828
 NF0828'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1948.  ABOUT 2.85 MI (4.59 KM)
 NF0828'SOUTHWEST ALONG BLACK TOP COUNTY ROAD NO.  412 FROM THE SCHOOL AT
 NF0828'ORANGEVILLE, ABOUT 0.3 MI (0.5 KM) NORTHEAST OF THE JUNCTION OF A ROAD
 NF0828'EAST, ABOUT 0.1 MI (0.2 KM) SOUTHWEST OF THE JUNCTION OF A ROAD WEST,
 NF0828'27 FT (8.2 M) SOUTHEAST OF THE CENTER LINE OF THE ROAD, 37 FT (11.3 M)
 NF0828'NORTHEAST OF A 28 INCH ELM TREE, 56 FT (17.1 M) WEST OF A POWER POLE,
 NF0828'110 FT (33.5 M) SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST
 NF0828'CONCRETE HEAD WALL OF A PIPE CULVERT, 2 FT (0.6 M) SOUTHWEST OF A
 NF0828'WHITE WOODEN WITNESS POST, 1.5 FT (0.5 M) ABOVE THE ROAD AND SET IN
 NF0828'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. RECOVERY 1995 (BARRY
 NF0828'COUNTY REMONUMENTATION) 55 FT (16.8 M) WEST OF A UTILITY POLE, 124 FT
 NF0828'(37.8 M) SOUTHWEST OF A 24 INCH CORRIGATED METAL PIPE CULVERT, 98 FT
 NF0828'(29.9 M) SOUTHWEST OF THE CENTERLINE OF A GRAVLE DRIVE LEADING TO
 NF0828'HOUSE NO.  9429 (LOG CABIN) , 21.5 FT (6.6 M) WEST OF A 26 INCH OAK,
 NF0828'72 FT (21.9 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOG
 NF0828'CABIN.
 NF0828
 NF0828                          STATION RECOVERY (1997)
 NF0828
 NF0828'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0828'MARK NOT FOUND.
 NF0828
 NF0828                          STATION RECOVERY (2004)
 NF0828
 NF0828'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0416 ***********************************************************************
 NF0416  DESIGNATION -  H 177
 NF0416  PID         -  NF0416
 NF0416  STATE/COUNTY-  MI/BARRY
 NF0416  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0416
 NF0416                         *CURRENT SURVEY CONTROL
 NF0416  ___________________________________________________________________
 NF0416* NAD 83(1986)-  42 40 03.     (N)    085 26 54.     (W)     SCALED    
 NF0416* NAVD 88     -       234.242  (meters)     768.51   (feet)  ADJUSTED  
 NF0416  ___________________________________________________________________
 NF0416  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0416  DYNAMIC HT  -         234.173 (meters)     768.28  (feet)  COMP
 NF0416  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NF0416
 NF0416  VERT ORDER  -  SECOND    CLASS 0
 NF0416
 NF0416.The horizontal coordinates were scaled from a topographic map and have
 NF0416.an estimated accuracy of +/- 6 seconds.
 NF0416
 NF0416.The orthometric height was determined by differential leveling
 NF0416.and adjusted by the National Geodetic Survey in June 1991..
 NF0416
 NF0416.The geoid height was determined by GEOID03.
 NF0416
 NF0416.The dynamic height is computed by dividing the NAVD 88
 NF0416.geopotential number by the normal gravity value computed on the
 NF0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0416.degrees latitude (g = 980.6199 gals.).
 NF0416
 NF0416.The modeled gravity was interpolated from observed gravity values.
 NF0416
 NF0416;                    North         East    Units  Estimated Accuracy
 NF0416;SPC MI S     -   130,250.    3,911,340.      MT  (+/- 180 meters Scaled)
 NF0416
 NF0416                          SUPERSEDED SURVEY CONTROL
 NF0416
 NF0416  NGVD 29 (??/??/92)  234.367  (m)          768.92   (f) ADJ UNCH    2 0
 NF0416
 NF0416.Superseded values are not recommended for survey control.
 NF0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0416.See file dsdata.txt to determine how the superseded data were derived.
 NF0416
 NF0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN271250(NAD 83)
 NF0416_MARKER: DB = BENCH MARK DISK
 NF0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0416_STAMPING: H 177 1948
 NF0416_MARK LOGO: CGS   
 NF0416_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0416+STABILITY: SURFACE MOTION
 NF0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0416+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0416
 NF0416  HISTORY     - Date     Condition        Report By
 NF0416  HISTORY     - 1948     MONUMENTED       CGS
 NF0416  HISTORY     - 1985     GOOD             USPSQD
 NF0416  HISTORY     - 1987     GOOD             USPSQD
 NF0416  HISTORY     - 19941111 GOOD             MI-015
 NF0416  HISTORY     - 19970304 GOOD             USPSQD
 NF0416  HISTORY     - 20041030 GOOD             USPSQD
 NF0416
 NF0416                          STATION DESCRIPTION
 NF0416
 NF0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0416'3.4 MI SE FROM MIDDLEVILLE.
 NF0416'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0416'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 0.8 MILE SOUTH
 NF0416'ALONG COUNTY ROAD 611, AT THE JUNCTION OF A DIM ROAD WEST,
 NF0416'43 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 37 FEET WEST
 NF0416'OF THE CENTER LINE OF THE ROAD, 27 FEET SOUTH OF THE CENTER
 NF0416'LINE OF THE ROAD WEST, 13 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 NF0416'14-INCH OAK TREE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0416'POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0416'POST PROJECTING 2 INCHES.
 NF0416
 NF0416                          STATION RECOVERY (1985)
 NF0416
 NF0416'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0416'WITNESS POST INTACT. BLAZE ON TREE GROWN OVER.
 NF0416
 NF0416                          STATION RECOVERY (1987)
 NF0416
 NF0416'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0416'RECOVERED IN GOOD CONDITION.
 NF0416
 NF0416                          STATION RECOVERY (1994)
 NF0416
 NF0416'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0416'RECOVERED IN GOOD CONDITION.  NOTE--ADD CARSONITE WITNESS POST
 NF0416'INSTALLED 1 FOOT WEST OF MARK.  NOT SUITABLE FOR GPS.
 NF0416
 NF0416                          STATION RECOVERY (1997)
 NF0416
 NF0416'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0416'RECOVERED IN GOOD CONDITION.
 NF0416
 NF0416                          STATION RECOVERY (2004)
 NF0416
 NF0416'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0416'COORDINATES 42 40 03.4 N BY 085 26 52.9 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0673 ***********************************************************************
 NE0673  DESIGNATION -  H 178
 NE0673  PID         -  NE0673
 NE0673  STATE/COUNTY-  MI/WASHTENAW
 NE0673  USGS QUAD   -  DEXTER (1983)
 NE0673
 NE0673                         *CURRENT SURVEY CONTROL
 NE0673  ___________________________________________________________________
 NE0673* NAD 83(1986)-  42 20 04.     (N)    083 54 42.     (W)     SCALED    
 NE0673* NAVD 88     -       266.520  (meters)     874.41   (feet)  ADJUSTED  
 NE0673  ___________________________________________________________________
 NE0673  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NE0673  DYNAMIC HT  -         266.441 (meters)     874.15  (feet)  COMP
 NE0673  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 NE0673
 NE0673  VERT ORDER  -  FIRST     CLASS II
 NE0673
 NE0673.The horizontal coordinates were scaled from a topographic map and have
 NE0673.an estimated accuracy of +/- 6 seconds.
 NE0673
 NE0673.The orthometric height was determined by differential leveling
 NE0673.and adjusted by the National Geodetic Survey in June 1991..
 NE0673
 NE0673.The geoid height was determined by GEOID03.
 NE0673
 NE0673.The dynamic height is computed by dividing the NAVD 88
 NE0673.geopotential number by the normal gravity value computed on the
 NE0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0673.degrees latitude (g = 980.6199 gals.).
 NE0673
 NE0673.The modeled gravity was interpolated from observed gravity values.
 NE0673
 NE0673;                    North         East    Units  Estimated Accuracy
 NE0673;SPC MI S     -    92,790.    4,037,500.      MT  (+/- 180 meters Scaled)
 NE0673
 NE0673                          SUPERSEDED SURVEY CONTROL
 NE0673
 NE0673  NGVD 29 (??/??/92)  266.646  (m)          874.82   (f) ADJ UNCH    1 2
 NE0673
 NE0673.Superseded values are not recommended for survey control.
 NE0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0673.See file dsdata.txt to determine how the superseded data were derived.
 NE0673
 NE0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG601910(NAD 83)
 NE0673_MARKER: DB = BENCH MARK DISK
 NE0673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0673_SP_SET: CULVERT
 NE0673_STAMPING: H 178 1948
 NE0673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0673
 NE0673  HISTORY     - Date     Condition        Report By
 NE0673  HISTORY     - 1948     MONUMENTED       CGS
 NE0673  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0673  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0673  HISTORY     - 19981025 MARK NOT FOUND   USPSQD
 NE0673
 NE0673                          STATION DESCRIPTION
 NE0673
 NE0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NE0673'1.4 MI W FROM DEXTER.
 NE0673'1.45 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NE0673'STATION AT DEXTER, SET IN THE TOP OF THE EAST END OF THE SOUTH
 NE0673'HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 182 FEET EAST-SOUTHEAST
 NE0673'AND ACROSS THE TRACKS FROM A SWITCH STAND, 16 FEET SOUTH OF THE
 NE0673'SOUTH RAIL OF THE SOUTH TRACK AND ABOUT 5 FEET BELOW THE TRACK.
 NE0673'NOTE-- THERE IS AN IRON PIPE CULVERT IN THIS LOCATION NOW.
 NE0673
 NE0673                          STATION RECOVERY (1963)
 NE0673
 NE0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0673'MARK NOT FOUND.
 NE0673
 NE0673                          STATION RECOVERY (1985)
 NE0673
 NE0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0673'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
 NE0673
 NE0673                          STATION RECOVERY (1998)
 NE0673
 NE0673'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1623 ***********************************************************************
 MC1623  DESIGNATION -  H 179 RESET
 MC1623  PID         -  MC1623
 MC1623  STATE/COUNTY-  MI/MONROE
 MC1623  USGS QUAD   -  MONROE (1979)
 MC1623
 MC1623                         *CURRENT SURVEY CONTROL
 MC1623  ___________________________________________________________________
 MC1623* NAD 83(1986)-  41 55 06.     (N)    083 23 49.     (W)     SCALED    
 MC1623* NAVD 88     -       180.51   (meters)     592.2    (feet)  RESET     
 MC1623  ___________________________________________________________________
 MC1623  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 MC1623
 MC1623  VERT ORDER  -  THIRD
 MC1623
 MC1623.The horizontal coordinates were scaled from a topographic map and have
 MC1623.an estimated accuracy of +/- 6 seconds.
 MC1623
 MC1623.The orthometric height was computed from unverified reset data.
 MC1623.No vertical observational check was made to the station.
 MC1623
 MC1623.The geoid height was determined by GEOID03.
 MC1623
 MC1623;                    North         East    Units  Estimated Accuracy
 MC1623;SPC MI S     -    46,930.    4,080,450.      MT  (+/- 180 meters Scaled)
 MC1623
 MC1623                          SUPERSEDED SURVEY CONTROL
 MC1623
 MC1623  NGVD 29 (03/27/06)  180.68   (m)          592.8    (f) RESET       3  
 MC1623
 MC1623.Superseded values are not recommended for survey control.
 MC1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1623.See file dsdata.txt to determine how the superseded data were derived.
 MC1623
 MC1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG012434(NAD 83)
 MC1623_MARKER: DV = VERTICAL CONTROL DISK
 MC1623_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 MC1623_SP_SET: BRIDGE ABUTMENT
 MC1623_STAMPING: H 179 RESET 1989
 MC1623_MARK LOGO: NGS   
 MC1623_MAGNETIC: N = NO MAGNETIC MATERIAL
 MC1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC1623+STABILITY: SURFACE MOTION
 MC1623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 MC1623+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MC1623
 MC1623  HISTORY     - Date     Condition        Report By
 MC1623  HISTORY     - 1989     MONUMENTED       NGS
 MC1623
 MC1623                          STATION DESCRIPTION
 MC1623
 MC1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1623'IN THE TOWN OF MONROE AT THE NORTHEAST CORNER OF THE NORTHEAST
 MC1623'ABUTMENT OF THE PEDESTRAIN BRIDGE ACROSS THE RIVER RASIN.  IT IS WEST
 MC1623'OF THE MONROE STREET RIVER RASIN BRIDGE AND MONROE STREET AND SOUTH
 MC1623'OF DIXIE HIGHWAY AND AT THE SOUTHEAST CORNER OF CITY MUNICIPAL PARK,
 MC1623'7.1 M (23.3 FT) SOUTHWEST OF A UTILITY POLE, 6.4 M (21.0 FT)
 MC1623'WEST-NORTHWEST FROM THE END POST OF A CHAIN LINK FENCE AND 3.2 M
 MC1623'(10.5 FT) NORTH FROM THE NORTHEAST POST AT THE NORTHEAST END OF THE
 MC1623'BRIDGE.  DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC
 MC1623'ADVISOR-MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0273 ***********************************************************************
 QJ0273  DESIGNATION -  H 18 MI 79
 QJ0273  PID         -  QJ0273
 QJ0273  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0273  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0273
 QJ0273                         *CURRENT SURVEY CONTROL
 QJ0273  ___________________________________________________________________
 QJ0273* NAD 83(1994)-  45 21 30.57499(N)    083 32 38.41493(W)     ADJUSTED  
 QJ0273* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 QJ0273  ___________________________________________________________________
 QJ0273  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 QJ0273  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QJ0273
 QJ0273  HORZ ORDER  -  THIRD
 QJ0273
 QJ0273.The horizontal coordinates were established by classical geodetic methods
 QJ0273.and adjusted by the National Geodetic Survey in February 1997..
 QJ0273
 QJ0273.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0273
 QJ0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0273
 QJ0273.The geoid height was determined by GEOID03.
 QJ0273
 QJ0273;                    North         East     Units Scale Factor Converg.
 QJ0273;SPC MI C     -   227,216.874 6,064,453.533   MT  0.99993893   +0 34 52.1
 QJ0273;SPC MI C     -   745,462.19 19,896,501.09   iFT  0.99993893   +0 34 52.1
 QJ0273;UTM  17      - 5,025,924.124   300,748.566   MT  1.00008816   -1 48 38.5
 QJ0273
 QJ0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0273!SPC MI C     -   0.99997790  x   0.99993893  =   0.99991683
 QJ0273!UTM  17      -   0.99997790  x   1.00008816  =   1.00006606
 QJ0273
 QJ0273:                Primary Azimuth Mark                     Grid Az
 QJ0273:SPC MI C     -  PRESQUE ISLE LIGHTHOUSE                  092 31 23.5
 QJ0273:UTM  17      -  PRESQUE ISLE LIGHTHOUSE                  094 54 54.1
 QJ0273
 QJ0273|---------------------------------------------------------------------|
 QJ0273| PID    Reference Object                     Distance      Geod. Az  |
 QJ0273|                                                           dddmmss.s |
 QJ0273| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX. 4.1 KM 0930615.6 |
 QJ0273|---------------------------------------------------------------------|
 QJ0273
 QJ0273                          SUPERSEDED SURVEY CONTROL
 QJ0273
 QJ0273  NAD 83(1986)-  45 21 30.56829(N)    083 32 38.41592(W) AD(       ) 3
 QJ0273  NAD 27      -  45 21 30.51683(N)    083 32 38.47173(W) AD(       ) 3
 QJ0273  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 QJ0273
 QJ0273.Superseded values are not recommended for survey control.
 QJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0273.See file dsdata.txt to determine how the superseded data were derived.
 QJ0273
 QJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0074925924(NAD 83)
 QJ0273_MARKER: DE = TRAVERSE STATION DISK
 QJ0273_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0273_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QJ0273_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0273
 QJ0273  HISTORY     - Date     Condition        Report By
 QJ0273  HISTORY     - 1979     MONUMENTED       NOS
 QJ0273
 QJ0273                          STATION DESCRIPTION
 QJ0273
 QJ0273'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0273'THE STATION IS LOCATED APPROXIMATELY 14.0 MILES EAST OF
 QJ0273'ROGERS CITY AND 2.50 MILES NORTHWEST OF THE PRESQUE ISLE
 QJ0273'LIGHTHOUSE ON PROPERTY OWNED BY THE STATE OF MICHIGAN.
 QJ0273'
 QJ0273'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 QJ0273'PRESQUE ISLE DRIVE NORTH ON GRAND LAKE ROAD FOR 0.28 MILES
 QJ0273'TO A ASPHALT ROAD TO THE LEFT,HIGHLAND PINES ROAD. TAKE
 QJ0273'THIS ROAD TO THE LEFT,NORTHWESTERLY, AND DRIVE FOR 3.8 MILES
 QJ0273'TO A DIRT ROAD TO THE RIGHT. TURN RIGHT,NORTHEASTERLY, AND
 QJ0273'DRIVE FOR O.12 MILES TO A Y INTERSECTION. TAKE THE Y TO THE
 QJ0273'LEFT ,OLD STATE ROAD, AND CONTINUE FOR 1.80 MILES TO A
 QJ0273'NARROW FIELD DRIVE TO THE RIGHT. TURN RIGHT ON THE FIELD
 QJ0273'DRIVE AND PROCEED FOR O.50 MILES TO A T INTERSECTION.
 QJ0273'TAKE THE T TO THE RIGHT AND CONTINUE ON TO THE END OF THE
 QJ0273'ROAD, ANOTHER 0.53 MILES. PARK YOUR VEHICLE AND WALK
 QJ0273'EASTERLY,FOLLOWING THE SHORELINE, FOR APPROXIMATELY 1.7
 QJ0273'MILES. THE WALK AREA IS VERY IRREGULAR. THIS WILL PUT YOU
 QJ0273'IN THE AREA OF THE STATION WHICH IS 12 FEET FROM THE
 QJ0273'EXISTING WATERS EDGE.
 QJ0273'
 QJ0273'THE STATION IS STAMPED---H 18 MI 79---, AND IS A STANDARD
 QJ0273'ALUMINUM NOS DISK SECURED TO THE TOP OF A 42 INCH ALUMINUM
 QJ0273'ROD WHICH IS DRIVEN INTO THE GROUND.THE TOP OF THE DISK
 QJ0273'PROJECTS 4 INCHS ABOVE THE EXISTING GROUND.
 QJ0273'
 QJ0273'THE STATION IS 39.5 FEET WEST OF A P.K.NAIL SET IN A 8 INCH
 QJ0273'BIRCH, 29.6 FEET EAST OF A P.K.NAIL SET INTO A 6 INCH CEDAR,
 QJ0273'12 FEET SOUTH OF THE EXISTING WATERS EDGE AND 3.43 FEET NORTH
 QJ0273'OF A NOS WITNESS POST SIGN WHICH IS NAILED TO A 3 INCH BIRCH.
 QJ0273'
 QJ0273'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.687 METERS.
 QJ0273'
 QJ0273'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0507 ***********************************************************************
 NE0507  DESIGNATION -  H 180
 NE0507  PID         -  NE0507
 NE0507  STATE/COUNTY-  MI/WAYNE
 NE0507  USGS QUAD   -  ROCKWOOD (1981)
 NE0507
 NE0507                         *CURRENT SURVEY CONTROL
 NE0507  ___________________________________________________________________
 NE0507* NAD 83(1986)-  42 05 16.     (N)    083 12 00.     (W)     SCALED    
 NE0507* NAVD 88     -       176.508  (meters)     579.09   (feet)  ADJUSTED  
 NE0507  ___________________________________________________________________
 NE0507  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0507  DYNAMIC HT  -         176.449 (meters)     578.90  (feet)  COMP
 NE0507  MODELED GRAV-     980,284.7   (mgal)                       NAVD 88
 NE0507
 NE0507  VERT ORDER  -  FIRST     CLASS I
 NE0507
 NE0507.The horizontal coordinates were scaled from a topographic map and have
 NE0507.an estimated accuracy of +/- 6 seconds.
 NE0507
 NE0507.The orthometric height was determined by differential leveling
 NE0507.and adjusted by the National Geodetic Survey in June 1991..
 NE0507
 NE0507.The geoid height was determined by GEOID03.
 NE0507
 NE0507.The dynamic height is computed by dividing the NAVD 88
 NE0507.geopotential number by the normal gravity value computed on the
 NE0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0507.degrees latitude (g = 980.6199 gals.).
 NE0507
 NE0507.The modeled gravity was interpolated from observed gravity values.
 NE0507
 NE0507;                    North         East    Units  Estimated Accuracy
 NE0507;SPC MI S     -    65,960.    4,096,520.      MT  (+/- 180 meters Scaled)
 NE0507
 NE0507                          SUPERSEDED SURVEY CONTROL
 NE0507
 NE0507  NGVD 29 (??/??/??)  176.680  (m)          579.66   (f) ADJUSTED    1 1
 NE0507
 NE0507.Superseded values are not recommended for survey control.
 NE0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0507.See file dsdata.txt to determine how the superseded data were derived.
 NE0507
 NE0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG180618(NAD 83)
 NE0507_MARKER: DB = BENCH MARK DISK
 NE0507_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0507_SP_SET: BRIDGE
 NE0507_STAMPING: H 180 1954
 NE0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0507
 NE0507  HISTORY     - Date     Condition        Report By
 NE0507  HISTORY     - 1954     MONUMENTED       CGS
 NE0507  HISTORY     - 1968     GOOD             NGS
 NE0507  HISTORY     - 1980     GOOD             NGS
 NE0507  HISTORY     - 1983     GOOD             USPSQD
 NE0507  HISTORY     - 1987     GOOD             USPSQD
 NE0507  HISTORY     - 1987     GOOD             USPSQD
 NE0507  HISTORY     - 1988     GOOD             USPSQD
 NE0507  HISTORY     - 1989     GOOD             USPSQD
 NE0507  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0507
 NE0507                          STATION DESCRIPTION
 NE0507
 NE0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0507'AT GIBRALTAR.
 NE0507'AT GIBRALTAR, ABOUT 0.1 MILE WEST ALONG STOEFLET BLVD FROM
 NE0507'THE BRIDGE OVER EAST GIBRALTAR WATERWAY, THENCE 0.4 MILE
 NE0507'SOUTHWEST ALONG SOUTH GIBRALTAR ROAD, ABOUT 70 YARDS SOUTHWEST
 NE0507'OF THE INTERSECTION OF YOUNG DRIVE, SET ON THE TOP OF THE
 NE0507'NORTHEAST END OF THE NORTHWEST CONCRETE GUARD RAIL BASE FOR
 NE0507'A 25-FOOT CONCRETE BRIDGE OVER FRANK AND POET NO. 1 DRAIN, 12 1/2
 NE0507'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 5.1 FEET
 NE0507'NORTHWEST OF THE SOUTHEAST END OF THE GUARD RAIL AND 2 FEET
 NE0507'ABOVE THE LEVEL OF THE ROAD.
 NE0507
 NE0507                          STATION RECOVERY (1980)
 NE0507
 NE0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0507'RECOVERED IN GOOD CONDITION.
 NE0507
 NE0507                          STATION RECOVERY (1983)
 NE0507
 NE0507'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0507'RECOVERED IN GOOD CONDITION.
 NE0507
 NE0507                          STATION RECOVERY (1987)
 NE0507
 NE0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (PS)
 NE0507'RECOVERED IN GOOD CONDITION.
 NE0507
 NE0507                          STATION RECOVERY (1987)
 NE0507
 NE0507'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0507'RECOVERED IN GOOD CONDITION.
 NE0507
 NE0507                          STATION RECOVERY (1988)
 NE0507
 NE0507'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0507'RECOVERED IN GOOD CONDITION.
 NE0507
 NE0507                          STATION RECOVERY (1989)
 NE0507
 NE0507'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0507'RECOVERED IN GOOD CONDITION.
 NE0507
 NE0507                          STATION RECOVERY (1999)
 NE0507
 NE0507'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0145 ***********************************************************************
 RJ0145  DESIGNATION -  H 183
 RJ0145  PID         -  RJ0145
 RJ0145  STATE/COUNTY-  MI/CHIPPEWA
 RJ0145  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0145
 RJ0145                         *CURRENT SURVEY CONTROL
 RJ0145  ___________________________________________________________________
 RJ0145* NAD 83(1986)-  46 28 45.     (N)    084 21 33.     (W)     SCALED    
 RJ0145* NAVD 88     -       220.069  (meters)     722.01   (feet)  ADJUSTED  
 RJ0145  ___________________________________________________________________
 RJ0145  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0145  DYNAMIC HT  -         220.082 (meters)     722.05  (feet)  COMP
 RJ0145  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RJ0145
 RJ0145  VERT ORDER  -  SECOND    CLASS 0
 RJ0145
 RJ0145.The horizontal coordinates were scaled from a topographic map and have
 RJ0145.an estimated accuracy of +/- 6 seconds.
 RJ0145
 RJ0145.The orthometric height was determined by differential leveling
 RJ0145.and adjusted by the National Geodetic Survey in June 1991..
 RJ0145
 RJ0145.The geoid height was determined by GEOID03.
 RJ0145
 RJ0145.The dynamic height is computed by dividing the NAVD 88
 RJ0145.geopotential number by the normal gravity value computed on the
 RJ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0145.degrees latitude (g = 980.6199 gals.).
 RJ0145
 RJ0145.The modeled gravity was interpolated from observed gravity values.
 RJ0145
 RJ0145;                    North         East    Units  Estimated Accuracy
 RJ0145;SPC MI N     -   191,860.    8,202,740.      MT  (+/- 180 meters Scaled)
 RJ0145
 RJ0145                          SUPERSEDED SURVEY CONTROL
 RJ0145
 RJ0145  NGVD 29 (??/??/92)  220.012  (m)          721.82   (f) ADJ UNCH    2 0
 RJ0145
 RJ0145.Superseded values are not recommended for survey control.
 RJ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0145.See file dsdata.txt to determine how the superseded data were derived.
 RJ0145
 RJ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS027506(NAD 83)
 RJ0145_MARKER: DB = BENCH MARK DISK
 RJ0145_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0145_SP_SET: PIER
 RJ0145_STAMPING: H 183 1966
 RJ0145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0145
 RJ0145  HISTORY     - Date     Condition        Report By
 RJ0145  HISTORY     - 1966     MONUMENTED       CGS
 RJ0145
 RJ0145                          STATION DESCRIPTION
 RJ0145
 RJ0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RJ0145'AT SAULT STE MARIE.
 RJ0145'THE MARK IS LOCATED IN THE NORTHEAST CORNER OF THE 6X6-FOOT
 RJ0145'CONCRETE PIER OF THE SAULT STE. MARIE MUNICIPAL AIRPORT PROPOSED
 RJ0145'CEILOMETER DETECTOR, 0.2 MILE SOUTH OF G 183, AND 0.15 MILE
 RJ0145'NORTH OF J 183.  TO REACH FROM THE INTERSECTION OF 14TH AND
 RJ0145'DAVITT STREETS GO SOUTH ON DAVITT STREET ABOUT 300 FEET TO
 RJ0145'BEND IN ROAD, TURN RIGHT (WEST) FOR ABOUT 300 FEET TO MARK ON
 RJ0145'LEFT AND INTERSECTION WITH DIRT ROAD.  IT IS A STANDARD DISK
 RJ0145'STAMPED H 183 1966 SET FLUSH IN THE CONCRETE PIER WHICH PROJECTS
 RJ0145'1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0707 ***********************************************************************
 RJ0707  DESIGNATION -  H 183 RESET 1980
 RJ0707  PID         -  RJ0707
 RJ0707  STATE/COUNTY-  MI/CHIPPEWA
 RJ0707  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0707
 RJ0707                         *CURRENT SURVEY CONTROL
 RJ0707  ___________________________________________________________________
 RJ0707* NAD 83(1986)-  46 28 45.     (N)    084 21 33.     (W)     SCALED    
 RJ0707* NAVD 88     -       219.32   (meters)     719.6    (feet)  RESET     
 RJ0707  ___________________________________________________________________
 RJ0707  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0707
 RJ0707  VERT ORDER  -  THIRD
 RJ0707
 RJ0707.The horizontal coordinates were scaled from a topographic map and have
 RJ0707.an estimated accuracy of +/- 6 seconds.
 RJ0707
 RJ0707.The orthometric height was computed from unverified reset data.
 RJ0707.No vertical observational check was made to the station.
 RJ0707
 RJ0707.The geoid height was determined by GEOID03.
 RJ0707
 RJ0707;                    North         East    Units  Estimated Accuracy
 RJ0707;SPC MI N     -   191,860.    8,202,740.      MT  (+/- 180 meters Scaled)
 RJ0707
 RJ0707                          SUPERSEDED SURVEY CONTROL
 RJ0707
 RJ0707  NGVD 29 (03/27/06)  219.26   (m)          719.4    (f) RESET       3  
 RJ0707
 RJ0707.Superseded values are not recommended for survey control.
 RJ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0707.See file dsdata.txt to determine how the superseded data were derived.
 RJ0707
 RJ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS027506(NAD 83)
 RJ0707_MARKER: DB = BENCH MARK DISK
 RJ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0707_STAMPING: H 183 RESET 1980
 RJ0707_PROJECTION: FLUSH
 RJ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0707+STABILITY: SURFACE MOTION
 RJ0707
 RJ0707  HISTORY     - Date     Condition        Report By
 RJ0707  HISTORY     - 1980     MONUMENTED       NGS
 RJ0707
 RJ0707                          STATION DESCRIPTION
 RJ0707
 RJ0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RJ0707'IN SAULT STE MARIE.
 RJ0707'1.7 MILES NORTHEAST ALONG BUSINESS INTERSTATE 75 FROM ITS JUNCTION
 RJ0707'WITH INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY 2, WHICH IS ABOUT 3.0
 RJ0707'MILES SOUTHWEST OF DOWNTOWN, TURN LEFT ON ROAD AND GO WESTERLY FOR
 RJ0707'0.15 MILE TO MARK ON RIGHT, 61 FEET EAST OF SOUTHEAST CORNER OF SMALL
 RJ0707'GARAGE AT THE SAULT STE MARIE MUNICIPAL AIRPORT, 23 FEET NORTH OF
 RJ0707'CENTERLINE OF ROAD, 5.0 FEET EAST OF A TELEPHONE POLE.
 RJ0707'THE MARK IS 1 FT  W FROM A WITNESS POST.
 RJ0707'THE MARK IS ABOVE LEVEL WITH ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0127 ***********************************************************************
 NF0127  DESIGNATION -  H 185
 NF0127  PID         -  NF0127
 NF0127  STATE/COUNTY-  MI/JACKSON
 NF0127  USGS QUAD   -  JACKSON NORTH (1976)
 NF0127
 NF0127                         *CURRENT SURVEY CONTROL
 NF0127  ___________________________________________________________________
 NF0127* NAD 83(1986)-  42 15 17.     (N)    084 27 35.     (W)     SCALED    
 NF0127* NAVD 88     -       305.650  (meters)    1002.79   (feet)  ADJUSTED  
 NF0127  ___________________________________________________________________
 NF0127  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NF0127  DYNAMIC HT  -         305.541 (meters)    1002.43  (feet)  COMP
 NF0127  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 NF0127
 NF0127  VERT ORDER  -  SECOND    CLASS 0
 NF0127
 NF0127.This mark is at Jackson Co-Reynolds Fld Airport (JXN)
 NF0127
 NF0127.The horizontal coordinates were scaled from a topographic map and have
 NF0127.an estimated accuracy of +/- 6 seconds.
 NF0127
 NF0127.The orthometric height was determined by differential leveling
 NF0127.and adjusted by the National Geodetic Survey in June 1991..
 NF0127
 NF0127.The geoid height was determined by GEOID03.
 NF0127
 NF0127.The dynamic height is computed by dividing the NAVD 88
 NF0127.geopotential number by the normal gravity value computed on the
 NF0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0127.degrees latitude (g = 980.6199 gals.).
 NF0127
 NF0127.The modeled gravity was interpolated from observed gravity values.
 NF0127
 NF0127;                    North         East    Units  Estimated Accuracy
 NF0127;SPC MI S     -    83,840.    3,992,320.      MT  (+/- 180 meters Scaled)
 NF0127
 NF0127                          SUPERSEDED SURVEY CONTROL
 NF0127
 NF0127  NGVD 29 (??/??/92)  305.767  (m)         1003.17   (f) ADJ UNCH    2 0
 NF0127
 NF0127.Superseded values are not recommended for survey control.
 NF0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0127.See file dsdata.txt to determine how the superseded data were derived.
 NF0127
 NF0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM095811(NAD 83)
 NF0127_MARKER: DB = BENCH MARK DISK
 NF0127_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0127_SP_SET: FLAGPOLE BASE
 NF0127_STAMPING: H 185 1958
 NF0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0127
 NF0127  HISTORY     - Date     Condition        Report By
 NF0127  HISTORY     - 1958     MONUMENTED       CGS
 NF0127  HISTORY     - 1970     GOOD             NGS
 NF0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0127  HISTORY     - 19910707 MARK NOT FOUND   USPSQD
 NF0127
 NF0127                          STATION DESCRIPTION
 NF0127
 NF0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 NF0127'3.2 MI W FROM JACKSON.
 NF0127'LOCATED IN FRONT OF THE ADMINISTRATION BUILDING OF THE REYNOLDS
 NF0127'MUNICIPAL AIRPORT IN THE NORTHEAST CORNER OF THE MEMORIAL
 NF0127'FLAGPOLE CONCRETE BASE, 150 FEET SOUTH OF THE ADMINISTRATION
 NF0127'BUILDING AND 100 FEET SOUTHWEST OF THE AIRPORT BEACON TOWER.
 NF0127
 NF0127                          STATION RECOVERY (1970)
 NF0127
 NF0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 NF0127'RECOVERED IN GOOD CONDITION.
 NF0127
 NF0127                          STATION RECOVERY (1985)
 NF0127
 NF0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0127'MARK NOT FOUND.
 NF0127
 NF0127                          STATION RECOVERY (1991)
 NF0127
 NF0127'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0272 ***********************************************************************
 QJ0272  DESIGNATION -  H 18A MI 79
 QJ0272  PID         -  QJ0272
 QJ0272  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0272  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0272
 QJ0272                         *CURRENT SURVEY CONTROL
 QJ0272  ___________________________________________________________________
 QJ0272* NAD 83(1994)-  45 20 47.32150(N)    083 30 57.19797(W)     ADJUSTED  
 QJ0272* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 QJ0272  ___________________________________________________________________
 QJ0272  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 QJ0272  GEOID HEIGHT-         -36.96  (meters)                     GEOID03
 QJ0272
 QJ0272  HORZ ORDER  -  THIRD
 QJ0272
 QJ0272.The horizontal coordinates were established by classical geodetic methods
 QJ0272.and adjusted by the National Geodetic Survey in February 1997..
 QJ0272
 QJ0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0272
 QJ0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0272
 QJ0272.The geoid height was determined by GEOID03.
 QJ0272
 QJ0272;                    North         East     Units Scale Factor Converg.
 QJ0272;SPC MI C     -   225,904.439 6,066,670.263   MT  0.99993743   +0 36 03.6
 QJ0272;SPC MI C     -   741,156.30 19,903,773.83   iFT  0.99993743   +0 36 03.6
 QJ0272;UTM  17      - 5,024,520.128   302,908.911   MT  1.00007763   -1 47 25.1
 QJ0272
 QJ0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0272!SPC MI C     -   0.99997792  x   0.99993743  =   0.99991535
 QJ0272!UTM  17      -   0.99997792  x   1.00007763  =   1.00005554
 QJ0272
 QJ0272:                Primary Azimuth Mark                     Grid Az
 QJ0272:SPC MI C     -  PRESQUE ISLE LIGHTHOUSE                  058 17 50.8
 QJ0272:UTM  17      -  PRESQUE ISLE LIGHTHOUSE                  060 41 19.5
 QJ0272
 QJ0272|---------------------------------------------------------------------|
 QJ0272| PID    Reference Object                     Distance      Geod. Az  |
 QJ0272|                                                           dddmmss.s |
 QJ0272| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX. 2.2 KM 0585354.4 |
 QJ0272|---------------------------------------------------------------------|
 QJ0272
 QJ0272                          SUPERSEDED SURVEY CONTROL
 QJ0272
 QJ0272  NAD 83(1986)-  45 20 47.31514(N)    083 30 57.19889(W) AD(       ) 3
 QJ0272  NAD 27      -  45 20 47.26355(N)    083 30 57.25984(W) AD(       ) 3
 QJ0272  NGVD 29 (07/19/86)  177.9    (m)          584.     (f) VERT ANG       
 QJ0272
 QJ0272.Superseded values are not recommended for survey control.
 QJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0272.See file dsdata.txt to determine how the superseded data were derived.
 QJ0272
 QJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0290924520(NAD 83)
 QJ0272_MARKER: DE = TRAVERSE STATION DISK
 QJ0272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0272_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0272_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0272
 QJ0272  HISTORY     - Date     Condition        Report By
 QJ0272  HISTORY     - 1979     MONUMENTED       NOS
 QJ0272  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0272  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0272
 QJ0272                          STATION DESCRIPTION
 QJ0272
 QJ0272'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0272'THE STATION IS LOCATED ON THE SOUTHWEST SHORE OF NORTH BAY
 QJ0272'ON LAKE HURON ABOUT 3.5 MILES NORTHWEST OF PRESQUE ISLE.
 QJ0272'
 QJ0272'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0272'ISLE GO NORTH FOR 2.4 MILES ON GRAND LAKE ROAD TO
 QJ0272'INTERSECTION WITH COUNTY ROAD 638. TURN LEFT ON CO.ROAD
 QJ0272'638 AND GO WEST FOR 0.15 MILES TO BAYSHORE DRIVE.TURN RIGHT
 QJ0272'ON BAYSHORE DRIVE AND GO FOR 1.25 MILES TO WILDOMAR DRIVE.
 QJ0272'TURN RIGHT ON WILDOMAR DR. AND GO O.05 MILES TO THE
 QJ0272'ENTRANCE TO CAMPERS VILLAGE.TURN RIGHT ON GRAVEL ROAD AT
 QJ0272'ENTRANCE AND GO FOR 0.15 MILES TO ANGLE IN ROAD. TURN LEFT
 QJ0272'AND GO WEST FOR 0.07 MILES TO SNOWMOBILE/FOOT PATH
 QJ0272'CROSSING ROAD.TAKE PATH TO RIGHT AND WALK APPROXIMATELY
 QJ0272'550 FEET TOWARD THE WATERS EDGE AND THE AREA OF THE STATION.
 QJ0272'
 QJ0272'THE STATION IS STAMPED---H 18A MI 79---,AND IS A STANDARD
 QJ0272'NOS ALUMINUM DISK ATTACHED TO A 42 INCH ALUMINUM ROD WHICH
 QJ0272'IS DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS OF
 QJ0272'CONCRETE.THE TOP OF THE DISK IS FLUSH WITH THE EXISTING
 QJ0272'GROUND AND THE SURROUNDING CONCRETE MASS IS 15 INCHES IN
 QJ0272'DIAMETER.
 QJ0272'
 QJ0272'THE STATION IS 119.2 FEET NORTH OF A NOS WITNESS POST SIGN
 QJ0272'WHICH IS NAILED TO A 9 INCH WHITE PINE, 25 FEET SOUTH
 QJ0272'OF THE REMAINS OF A WRECK AT THE SHORELINE,AND 4 FEET WEST
 QJ0272'OF 2 SMALL TREES.
 QJ0272'
 QJ0272'HEIGHT OF LIGHT ABOVE STATION WAS 1.51 METERS.
 QJ0272'
 QJ0272'DESCRIBED BY B.DECROIX.
 QJ0272
 QJ0272                          STATION RECOVERY (1997)
 QJ0272
 QJ0272'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0272'MARK NOT FOUND.
 QJ0272
 QJ0272                          STATION RECOVERY (1999)
 QJ0272
 QJ0272'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0117 ***********************************************************************
 NF0117  DESIGNATION -  H 19
 NF0117  PID         -  NF0117
 NF0117  STATE/COUNTY-  MI/INGHAM
 NF0117  USGS QUAD   -  LESLIE (1970)
 NF0117
 NF0117                         *CURRENT SURVEY CONTROL
 NF0117  ___________________________________________________________________
 NF0117* NAD 83(1986)-  42 27 05.     (N)    084 25 46.     (W)     SCALED    
 NF0117* NAVD 88     -       285.084  (meters)     935.31   (feet)  ADJUSTED  
 NF0117  ___________________________________________________________________
 NF0117  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF0117  DYNAMIC HT  -         284.991 (meters)     935.01  (feet)  COMP
 NF0117  MODELED GRAV-     980,288.5   (mgal)                       NAVD 88
 NF0117
 NF0117  VERT ORDER  -  FIRST     CLASS II
 NF0117
 NF0117.The horizontal coordinates were scaled from a topographic map and have
 NF0117.an estimated accuracy of +/- 6 seconds.
 NF0117
 NF0117.The orthometric height was determined by differential leveling
 NF0117.and adjusted by the National Geodetic Survey in January 2002..
 NF0117
 NF0117.The geoid height was determined by GEOID03.
 NF0117
 NF0117.The dynamic height is computed by dividing the NAVD 88
 NF0117.geopotential number by the normal gravity value computed on the
 NF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0117.degrees latitude (g = 980.6199 gals.).
 NF0117
 NF0117.The modeled gravity was interpolated from observed gravity values.
 NF0117
 NF0117;                    North         East    Units  Estimated Accuracy
 NF0117;SPC MI S     -   105,680.    3,994,840.      MT  (+/- 180 meters Scaled)
 NF0117
 NF0117                          SUPERSEDED SURVEY CONTROL
 NF0117
 NF0117  NAVD 88 (06/15/91)  285.012  (m)          935.08   (f) UNKNOWN     1 2
 NF0117  NGVD 29 (??/??/92)  285.137  (m)          935.49   (f) ADJ UNCH    1 2
 NF0117
 NF0117.Superseded values are not recommended for survey control.
 NF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0117.See file dsdata.txt to determine how the superseded data were derived.
 NF0117
 NF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113030(NAD 83)
 NF0117_MARKER: DB = BENCH MARK DISK
 NF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0117_STAMPING: H 19 1916 ELEV. 935.487 FT.
 NF0117_MARK LOGO: CGS   
 NF0117_PROJECTION: FLUSH
 NF0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0117+STABILITY: SURFACE MOTION
 NF0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0117+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000
 NF0117
 NF0117  HISTORY     - Date     Condition        Report By
 NF0117  HISTORY     - 1916     MONUMENTED       CGS
 NF0117  HISTORY     - 1934     GOOD             NGS
 NF0117  HISTORY     - 1970     GOOD             LOCENG
 NF0117  HISTORY     - 1977     GOOD             NGS
 NF0117  HISTORY     - 19921116 GOOD             NGS
 NF0117  HISTORY     - 20000216 GOOD             NGS
 NF0117  HISTORY     - 20050423 POOR             USPSQD
 NF0117
 NF0117                          STATION DESCRIPTION
 NF0117
 NF0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0117'AT LESLIE.
 NF0117'AT LESLIE, INGHAM COUNTY, 42 YARDS SOUTH OF THE MICHIGAN CENTRAL
 NF0117'RAILROAD STATION, AT THE SOUTHWEST CORNER OF THE LAWN, 42 FEET
 NF0117'NORTH OF THE CENTERLINE OF BELLEVUE STREET, AND 33.1 FEET WEST
 NF0117'OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 NF0117'ELEV 935.487 FT. H 19 1916 AND SET IN THE TOP OF A CONCRETE
 NF0117'POST PROJECTING 3 INCHES ABOVE GROUND.
 NF0117
 NF0117                          STATION RECOVERY (1970)
 NF0117
 NF0117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 NF0117'RECOVERED IN GOOD CONDITION.
 NF0117
 NF0117                          STATION RECOVERY (1977)
 NF0117
 NF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0117'AT LESLIE, INGHAM COUNTY, 42 YARDS SOUTH OF THE MICHIGAN CENTRAL
 NF0117'RAILROAD STATION, AT THE SOUTHWEST CORNER OF THE LAWN, 42 FEET NORTH
 NF0117'OF THE CENTERLINE OF BELLEVUE STREET, AND 33.1 FEET WEST OF THE WEST
 NF0117'RAIL OF THE MAIN TRACK. SET FLUSH WITH THE GROUND.
 NF0117
 NF0117                          STATION RECOVERY (1992)
 NF0117
 NF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0117'IN LESLIE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND BELLEVUE
 NF0117'STREET, 12.7 M (41.7 FT) NORTH OF THE STREET CENTERLINE, 11.6 M (38.1
 NF0117'FT) EAST OF THE CENTERLINE OF CONVERT STREET, 10.0 M (32.8 FT)
 NF0117'WEST-NORTHWEST OF THE NEAR RAIL, 1.1 M (3.6 FT) EAST OF A 36-INCH OAK
 NF0117'TREE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS, 0.25 M (0.82 FT)
 NF0117'WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT)
 NF0117'BELOW THE GROUND SURFACE.
 NF0117
 NF0117                          STATION RECOVERY (2000)
 NF0117
 NF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF0117'RECOVERED AS DESCRIBED.
 NF0117
 NF0117                          STATION RECOVERY (2005)
 NF0117
 NF0117'RECOVERY NOTE BY US POWER SQUADRON 2005 (DDD)
 NF0117'THE MARK WAS COVERED WITH A FRESH MOUND OF DIRT. SOMEONE MADE A ROUGH
 NF0117'BERM 4 FEET HIGH OVER THE MARK AND PLANTED A FEW FLOWERS ON THE BERM.
 NF0117'THEY ALSO DAMAGED THE WITNESS STAKE WHICH IS STILL BARELY VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0263 ***********************************************************************
 QJ0263  DESIGNATION -  H 19 MI 79
 QJ0263  PID         -  QJ0263
 QJ0263  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0263  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0263
 QJ0263                         *CURRENT SURVEY CONTROL
 QJ0263  ___________________________________________________________________
 QJ0263* NAD 83(1994)-  45 21 36.66809(N)    083 29 39.72369(W)     ADJUSTED  
 QJ0263* NAVD 88     -       176.6    (meters)     579.     (feet)  VERTCON   
 QJ0263  ___________________________________________________________________
 QJ0263  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 QJ0263  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 QJ0263
 QJ0263  HORZ ORDER  -  THIRD
 QJ0263
 QJ0263.The horizontal coordinates were established by classical geodetic methods
 QJ0263.and adjusted by the National Geodetic Survey in February 1997..
 QJ0263
 QJ0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0263
 QJ0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0263
 QJ0263.The geoid height was determined by GEOID03.
 QJ0263
 QJ0263;                    North         East     Units Scale Factor Converg.
 QJ0263;SPC MI C     -   227,445.591 6,068,340.256   MT  0.99993914   +0 36 58.3
 QJ0263;SPC MI C     -   746,212.57 19,909,252.81   iFT  0.99993914   +0 36 58.3
 QJ0263;UTM  17      - 5,025,990.454   304,641.991   MT  1.00006927   -1 46 31.4
 QJ0263
 QJ0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0263!SPC MI C     -   0.99997811  x   0.99993914  =   0.99991725
 QJ0263!UTM  17      -   0.99997811  x   1.00006927  =   1.00004738
 QJ0263
 QJ0263|---------------------------------------------------------------------|
 QJ0263| PID    Reference Object                     Distance      Geod. Az  |
 QJ0263|                                                           dddmmss.s |
 QJ0263| QJ0262 H 19A PTA                            44.032 METERS 13301     |
 QJ0263| QJ0266 P I ECC.1                           439.795 METERS 1584532.2 |
 QJ0263|---------------------------------------------------------------------|
 QJ0263
 QJ0263                          SUPERSEDED SURVEY CONTROL
 QJ0263
 QJ0263  NAD 83(1986)-  45 21 36.66196(N)    083 29 39.72497(W) AD(       ) 3
 QJ0263  NAD 27      -  45 21 36.61040(N)    083 29 39.78835(W) AD(       ) 3
 QJ0263  NGVD 29 (07/19/86)  176.7    (m)          580.     (f) VERT ANG       
 QJ0263
 QJ0263.Superseded values are not recommended for survey control.
 QJ0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0263.See file dsdata.txt to determine how the superseded data were derived.
 QJ0263
 QJ0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0464225990(NAD 83)
 QJ0263_MARKER: DE = TRAVERSE STATION DISK
 QJ0263_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0263_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0263_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0263
 QJ0263  HISTORY     - Date     Condition        Report By
 QJ0263  HISTORY     - 1979     MONUMENTED       NOS
 QJ0263  HISTORY     - 19971011 POOR             USPSQD
 QJ0263  HISTORY     - 19990816 POOR             USPSQD
 QJ0263  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 QJ0263
 QJ0263                          STATION DESCRIPTION
 QJ0263
 QJ0263'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0263'STATION IS LOCATED ON THE NORTH POINT OF PRESQUE ISLE
 QJ0263'PENINSULA ABOUT 1.80 MILES NORTH OF THE ENTRANCE TO
 QJ0263'PRESQUE ISLE HARBOR AND ABOUT 4.0 MILES NORTH OF
 QJ0263'THE TOWN OF PRESQUE ISLE.
 QJ0263'
 QJ0263'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0263'ISLE GO NORTH ON GRAND LAKE ROAD FOR 4,2 MILES TO THE
 QJ0263'AREA OF THE PRESQUE ISLE LIGHTHOUSE. CONTINUE NORTHERLY
 QJ0263'AROUND THE LIGHTHOUSE FOR ANOTHER 0.2 MILES TO THE WATERS
 QJ0263'EDGE AND THE AREA OF THE STATION.
 QJ0263'
 QJ0263'THE STATION IS STAMPED---H 19 MI 79---, AND IS A
 QJ0263'STANDARD ALUMINUM NOS DISK. THE DISK IS ATTACHED TO THE
 QJ0263'TOP OF A 42 INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE
 QJ0263'GROUND AND SURROUNDED BY A MASS OF CONCRETE. THE DISK IS
 QJ0263'FLUSH WITH THE EXISTING GROUND.
 QJ0263'
 QJ0263'THE STATION IS 62.5 FEET NORTHEAST OF A P.K.NAIL IN A
 QJ0263'3 INCH CEDAR, 43.3 FEET NORTHWEST OF A P.K.NAIL IN A
 QJ0263'4 INCH CEDAR, AND VERY NEAR THE WATERS EDGE WHEN PLACED.
 QJ0263'
 QJ0263'HEIGHT OF LIGHT ABOVE STATION WAS 1.67 METERS.
 QJ0263'
 QJ0263'DESCRIBED BY B.DECROIX.
 QJ0263
 QJ0263                          STATION RECOVERY (1997)
 QJ0263
 QJ0263'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0263'MARK RECOVERED IN POOR CONDITION.
 QJ0263
 QJ0263                          STATION RECOVERY (1999)
 QJ0263
 QJ0263'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0263'MARK RECOVERED IN POOR CONDITION.
 QJ0263
 QJ0263                          STATION RECOVERY (2004)
 QJ0263
 QJ0263'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0263'FOUND A CHUNK OF CEMENT WHICH MAY HAVE BEEN THE STATION SURROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0658 ***********************************************************************
 NF0658  DESIGNATION -  H 190
 NF0658  PID         -  NF0658
 NF0658  STATE/COUNTY-  MI/KALAMAZOO
 NF0658  USGS QUAD   -  PORTAGE (1979)
 NF0658
 NF0658                         *CURRENT SURVEY CONTROL
 NF0658  ___________________________________________________________________
 NF0658* NAD 83(1986)-  42 14 43.     (N)    085 34 34.     (W)     SCALED    
 NF0658* NAVD 88     -       250.434  (meters)     821.63   (feet)  ADJUSTED  
 NF0658  ___________________________________________________________________
 NF0658  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0658  DYNAMIC HT  -         250.356 (meters)     821.38  (feet)  COMP
 NF0658  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NF0658
 NF0658  VERT ORDER  -  SECOND    CLASS 0
 NF0658
 NF0658.The horizontal coordinates were scaled from a topographic map and have
 NF0658.an estimated accuracy of +/- 6 seconds.
 NF0658
 NF0658.The orthometric height was determined by differential leveling
 NF0658.and adjusted by the National Geodetic Survey in June 1991..
 NF0658
 NF0658.The geoid height was determined by GEOID03.
 NF0658
 NF0658.The dynamic height is computed by dividing the NAVD 88
 NF0658.geopotential number by the normal gravity value computed on the
 NF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0658.degrees latitude (g = 980.6199 gals.).
 NF0658
 NF0658.The modeled gravity was interpolated from observed gravity values.
 NF0658
 NF0658;                    North         East    Units  Estimated Accuracy
 NF0658;SPC MI S     -    83,500.    3,900,190.      MT  (+/- 180 meters Scaled)
 NF0658
 NF0658                          SUPERSEDED SURVEY CONTROL
 NF0658
 NF0658  NGVD 29 (??/??/92)  250.566  (m)          822.07   (f) ADJ UNCH    2 0
 NF0658
 NF0658.Superseded values are not recommended for survey control.
 NF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0658.See file dsdata.txt to determine how the superseded data were derived.
 NF0658
 NF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM174779(NAD 83)
 NF0658_MARKER: DB = BENCH MARK DISK
 NF0658_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0658_SP_SET: ABUTMENT
 NF0658_STAMPING: H 190 1957
 NF0658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0658
 NF0658  HISTORY     - Date     Condition        Report By
 NF0658  HISTORY     - 1957     MONUMENTED       CGS
 NF0658  HISTORY     - 19930105 MARK NOT FOUND   NGS
 NF0658  HISTORY     - 19970306 MARK NOT FOUND   USPSQD
 NF0658  HISTORY     - 20021017 MARK NOT FOUND   USPSQD
 NF0658
 NF0658                          STATION DESCRIPTION
 NF0658
 NF0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0658'3.6 MI S FROM KALAMAZOO.
 NF0658'3.6 MILES SOUTH ALONG THE NEW YORK CENTRAL R.R. FROM THE STATION
 NF0658'IN KALAMAZOO.  48 FT. ENE OF THE INTERSECTION OF THE RAILROAD
 NF0658'AND KILGORE STREET, 14.5 FT. NORTH OF CL OF KILGORE ST.  IN
 NF0658'THE TOP OF THE NW ABUTMENT OF A CONCRETE BRIDGE OVER PORTAGE
 NF0658'CREEK.  A STANDARD DISK STAMPED, H 190 1957, SET IN A DRILL
 NF0658'HOLE IN THE ABUTMENT.
 NF0658
 NF0658                          STATION RECOVERY (1993)
 NF0658
 NF0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0658'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0658
 NF0658                          STATION RECOVERY (1997)
 NF0658
 NF0658'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0658'MARK NOT FOUND.
 NF0658
 NF0658                          STATION RECOVERY (2002)
 NF0658
 NF0658'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0657 ***********************************************************************
 NF0657  DESIGNATION -  H 190 RESET
 NF0657  PID         -  NF0657
 NF0657  STATE/COUNTY-  MI/KALAMAZOO
 NF0657  USGS QUAD   -  PORTAGE (1979)
 NF0657
 NF0657                         *CURRENT SURVEY CONTROL
 NF0657  ___________________________________________________________________
 NF0657* NAD 83(1986)-  42 14 43.     (N)    085 34 34.     (W)     SCALED    
 NF0657* NAVD 88     -       250.531  (meters)     821.95   (feet)  ADJUSTED  
 NF0657  ___________________________________________________________________
 NF0657  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF0657  DYNAMIC HT  -         250.453 (meters)     821.69  (feet)  COMP
 NF0657  MODELED GRAV-     980,304.0   (mgal)                       NAVD 88
 NF0657
 NF0657  VERT ORDER  -  FIRST     CLASS II
 NF0657
 NF0657.The horizontal coordinates were scaled from a topographic map and have
 NF0657.an estimated accuracy of +/- 6 seconds.
 NF0657
 NF0657.The orthometric height was determined by differential leveling
 NF0657.and adjusted by the National Geodetic Survey in March 2005..
 NF0657
 NF0657.The geoid height was determined by GEOID03.
 NF0657
 NF0657.The dynamic height is computed by dividing the NAVD 88
 NF0657.geopotential number by the normal gravity value computed on the
 NF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0657.degrees latitude (g = 980.6199 gals.).
 NF0657
 NF0657.The modeled gravity was interpolated from observed gravity values.
 NF0657
 NF0657;                    North         East    Units  Estimated Accuracy
 NF0657;SPC MI S     -    83,500.    3,900,190.      MT  (+/- 180 meters Scaled)
 NF0657
 NF0657                          SUPERSEDED SURVEY CONTROL
 NF0657
 NF0657  NGVD 29 (??/??/??)  250.71   (m)          822.5    (f) RESET       3  
 NF0657
 NF0657.Superseded values are not recommended for survey control.
 NF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0657.See file dsdata.txt to determine how the superseded data were derived.
 NF0657
 NF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM174779(NAD 83)
 NF0657_MARKER: DB = BENCH MARK DISK
 NF0657_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF0657_SP_SET: BRIDGE ABUTMENT
 NF0657_STAMPING: H 190 RESET 1960
 NF0657_MARK LOGO: CGS   
 NF0657_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0657+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 NF0657
 NF0657  HISTORY     - Date     Condition        Report By
 NF0657  HISTORY     - 1960     MONUMENTED       MIDH
 NF0657  HISTORY     - 19930105 GOOD             NGS
 NF0657  HISTORY     - 20010528 GOOD             NGS
 NF0657  HISTORY     - 20021017 GOOD             USPSQD
 NF0657
 NF0657                          STATION DESCRIPTION
 NF0657
 NF0657'DESCRIBED BY MI DEPT OF HIGHWAYS 1960
 NF0657'3.6 MI S FROM KALAMAZOO.
 NF0657'THIS MARK IS LOCATED 3.6 MILES SOUTH ALONG THE NEW YORK CENTRAL
 NF0657'RAILROAD FROM THE STATION AT KALAMAZOO, 46.8 FEET EAST OF THE
 NF0657'INTERSECTION OF THE RAILROAD TRACKS AND THE NORTH LINE OF KILGORE
 NF0657'ROAD, 33 FEET NORTH OF THE CENTERLINE OF KILGORE ROAD, IN THE
 NF0657'TOP OF THE NORTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER PORTAGE
 NF0657'CREEK.
 NF0657
 NF0657                          STATION RECOVERY (1993)
 NF0657
 NF0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0657'IN PORTAGE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND KILGORE
 NF0657'ROAD, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE NORTHWEST OF THE
 NF0657'NORTHWEST CONCRETE WINGWALL OF A BRIDGE SPANNING PORTAGE CREEK, 14.0 M
 NF0657'(45.9 FT) EAST OF THE NEAR RAIL, 8.9 M (29.2 FT) NORTH OF THE
 NF0657'CENTERLINE OF THE ROAD, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE
 NF0657'ROAD.
 NF0657
 NF0657                          STATION RECOVERY (2001)
 NF0657
 NF0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 NF0657'RECOVERED AS DESCRIBED.
 NF0657
 NF0657                          STATION RECOVERY (2002)
 NF0657
 NF0657'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0080 ***********************************************************************
 RK0080  DESIGNATION -  H 193
 RK0080  PID         -  RK0080
 RK0080  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0080  USGS QUAD   -  
 RK0080
 RK0080                         *CURRENT SURVEY CONTROL
 RK0080  ___________________________________________________________________
 RK0080* NAD 83(1986)-  46 23 47.     (N)    086 19 27.     (W)     SCALED    
 RK0080* NAVD 88     -       256.298  (meters)     840.87   (feet)  ADJUSTED  
 RK0080  ___________________________________________________________________
 RK0080  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RK0080  DYNAMIC HT  -         256.315 (meters)     840.93  (feet)  COMP
 RK0080  MODELED GRAV-     980,674.2   (mgal)                       NAVD 88
 RK0080
 RK0080  VERT ORDER  -  SECOND    CLASS 0
 RK0080
 RK0080.The horizontal coordinates were scaled from a topographic map and have
 RK0080.an estimated accuracy of +/- 6 seconds.
 RK0080
 RK0080.The orthometric height was determined by differential leveling
 RK0080.and adjusted by the National Geodetic Survey in June 1991..
 RK0080
 RK0080.The geoid height was determined by GEOID03.
 RK0080
 RK0080.The dynamic height is computed by dividing the NAVD 88
 RK0080.geopotential number by the normal gravity value computed on the
 RK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0080.degrees latitude (g = 980.6199 gals.).
 RK0080
 RK0080.The modeled gravity was interpolated from observed gravity values.
 RK0080
 RK0080;                    North         East    Units  Estimated Accuracy
 RK0080;SPC MI N     -   179,500.    8,051,970.      MT  (+/- 180 meters Scaled)
 RK0080
 RK0080                          SUPERSEDED SURVEY CONTROL
 RK0080
 RK0080  NGVD 29 (??/??/92)  256.259  (m)          840.74   (f) ADJ UNCH    2 0
 RK0080
 RK0080.Superseded values are not recommended for survey control.
 RK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0080.See file dsdata.txt to determine how the superseded data were derived.
 RK0080
 RK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES519383(NAD 83)
 RK0080_MARKER: DB = BENCH MARK DISK
 RK0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0080_STAMPING: H 193 1964
 RK0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0080+STABILITY: SURFACE MOTION
 RK0080
 RK0080  HISTORY     - Date     Condition        Report By
 RK0080  HISTORY     - 1964     MONUMENTED       CGS
 RK0080
 RK0080                          STATION DESCRIPTION
 RK0080
 RK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0080'4.6 MI N FROM CREIGHTON.
 RK0080'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0080'HIGHWAY BRIDGE OVER CREIGHTON CREEK, THENCE 4.5 MILES NORTH ALONG
 RK0080'A SAND ROAD, IN S 9, T 46 N, R 16 W, ABOUT 0.3 MILE NORTH OF A SMALL
 RK0080'CABIN IN THE WEST SIDE OF THE ROAD, ABOUT 115 YARDS NORTH OF THE
 RK0080'CENTER OF A CURVE, IN A SMALL OPENING IN THE TIMBER, 22 FEET EAST
 RK0080'OF THE CENTER LINE OF THE ROAD, 1.3 FEET WEST OF A METAL WITNESS
 RK0080'POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP
 RK0080'OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0486 ***********************************************************************
 RJ0486  DESIGNATION -  H 194
 RJ0486  PID         -  RJ0486
 RJ0486  STATE/COUNTY-  MI/LUCE
 RJ0486  USGS QUAD   -  AUGER LAKE (1973)
 RJ0486
 RJ0486                         *CURRENT SURVEY CONTROL
 RJ0486  ___________________________________________________________________
 RJ0486* NAD 83(1986)-  46 22 34.     (N)    085 30 36.     (W)     SCALED    
 RJ0486* NAVD 88     -       218.986  (meters)     718.46   (feet)  ADJUSTED  
 RJ0486  ___________________________________________________________________
 RJ0486  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 RJ0486  DYNAMIC HT  -         218.999 (meters)     718.50  (feet)  COMP
 RJ0486  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0486
 RJ0486  VERT ORDER  -  SECOND    CLASS 0
 RJ0486
 RJ0486.The horizontal coordinates were scaled from a topographic map and have
 RJ0486.an estimated accuracy of +/- 6 seconds.
 RJ0486
 RJ0486.The orthometric height was determined by differential leveling
 RJ0486.and adjusted by the National Geodetic Survey in June 1991..
 RJ0486
 RJ0486.The geoid height was determined by GEOID03.
 RJ0486
 RJ0486.The dynamic height is computed by dividing the NAVD 88
 RJ0486.geopotential number by the normal gravity value computed on the
 RJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0486.degrees latitude (g = 980.6199 gals.).
 RJ0486
 RJ0486.The modeled gravity was interpolated from observed gravity values.
 RJ0486
 RJ0486;                    North         East    Units  Estimated Accuracy
 RJ0486;SPC MI N     -   178,110.    8,114,620.      MT  (+/- 180 meters Scaled)
 RJ0486
 RJ0486                          SUPERSEDED SURVEY CONTROL
 RJ0486
 RJ0486  NGVD 29 (??/??/92)  218.950  (m)          718.34   (f) ADJ UNCH    2 0
 RJ0486
 RJ0486.Superseded values are not recommended for survey control.
 RJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0486.See file dsdata.txt to determine how the superseded data were derived.
 RJ0486
 RJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS145369(NAD 83)
 RJ0486_MARKER: DB = BENCH MARK DISK
 RJ0486_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0486_SP_SET: BRIDGE ABUTMENT
 RJ0486_STAMPING: H 194 1964
 RJ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0486
 RJ0486  HISTORY     - Date     Condition        Report By
 RJ0486  HISTORY     - 1964     MONUMENTED       CGS
 RJ0486  HISTORY     - 20040920 GOOD             USPSQD
 RJ0486
 RJ0486                          STATION DESCRIPTION
 RJ0486
 RJ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0486'1.4 MI N FROM NEWBERRY.
 RJ0486'ABOUT 1.4 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0486'RAILROAD STATION AT NEWBERRY, IN S 14, T 46 N, R 10 W, ABOUT
 RJ0486'0.35 MILE NORTH OF THE NORTH END OF A 155-FOOT BRIDGE OVER THE
 RJ0486'TAQUAMENON RIVER 32 1/2 FEET WEST OF THE CENTER LINE OF THE
 RJ0486'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 RJ0486'ABUTMENT OF A 20-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 1
 RJ0486'FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE ABUTMENT, AND
 RJ0486'ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0486
 RJ0486                          STATION RECOVERY (2004)
 RJ0486
 RJ0486'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0016 ***********************************************************************
 RK0016  DESIGNATION -  H 195
 RK0016  PID         -  RK0016
 RK0016  STATE/COUNTY-  MI/ALGER
 RK0016  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0016
 RK0016                         *CURRENT SURVEY CONTROL
 RK0016  ___________________________________________________________________
 RK0016* NAD 83(1986)-  46 36 31.     (N)    086 10 35.     (W)     SCALED    
 RK0016* NAVD 88     -       257.955  (meters)     846.31   (feet)  ADJUSTED  
 RK0016  ___________________________________________________________________
 RK0016  GEOID HEIGHT-         -35.71  (meters)                     GEOID03
 RK0016  DYNAMIC HT  -         257.974 (meters)     846.37  (feet)  COMP
 RK0016  MODELED GRAV-     980,681.9   (mgal)                       NAVD 88
 RK0016
 RK0016  VERT ORDER  -  SECOND    CLASS 0
 RK0016
 RK0016.The horizontal coordinates were scaled from a topographic map and have
 RK0016.an estimated accuracy of +/- 6 seconds.
 RK0016
 RK0016.The orthometric height was determined by differential leveling
 RK0016.and adjusted by the National Geodetic Survey in June 1991..
 RK0016
 RK0016.The geoid height was determined by GEOID03.
 RK0016
 RK0016.The dynamic height is computed by dividing the NAVD 88
 RK0016.geopotential number by the normal gravity value computed on the
 RK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0016.degrees latitude (g = 980.6199 gals.).
 RK0016
 RK0016.The modeled gravity was interpolated from observed gravity values.
 RK0016
 RK0016;                    North         East    Units  Estimated Accuracy
 RK0016;SPC MI N     -   203,200.    8,063,090.      MT  (+/- 180 meters Scaled)
 RK0016
 RK0016                          SUPERSEDED SURVEY CONTROL
 RK0016
 RK0016  NGVD 29 (??/??/92)  257.914  (m)          846.17   (f) ADJ UNCH    2 0
 RK0016
 RK0016.Superseded values are not recommended for survey control.
 RK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0016.See file dsdata.txt to determine how the superseded data were derived.
 RK0016
 RK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES630620(NAD 83)
 RK0016_MARKER: DB = BENCH MARK DISK
 RK0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0016_STAMPING: H 195 1964
 RK0016_MARK LOGO: CGS   
 RK0016_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0016+STABILITY: SURFACE MOTION
 RK0016
 RK0016  HISTORY     - Date     Condition        Report By
 RK0016  HISTORY     - 1964     MONUMENTED       CGS
 RK0016  HISTORY     - 19940507 GOOD             LOCENG
 RK0016
 RK0016                          STATION DESCRIPTION
 RK0016
 RK0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0016'13.1 MI SW FROM GRAND MARAIS.
 RK0016'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0016'CHURCH AT GRAND MARAIS, THENCE 5.6 MILES WEST ALONG COUNTY ROADS
 RK0016'708 AND 700, THENCE 6.6 MILES SOUTHWEST ALONG COUNTY ROAD 1, IN
 RK0016'S 27, T 49 N, R 15 W, 20 FEET NORTHWEST OF THE CENTER LINE OF THE
 RK0016'ROAD, 63 1/2 FEET NORTH ACROSS THE ROAD FROM A LONE 14-INCH WHITE
 RK0016'BIRCH TREE, 12 FEET NORTHEAST OF A 20-INCH PINE TREE ON THE
 RK0016'NORTH SIDE OF A LARGE HOLLOW STUMP, SOUTHEAST OF A METAL
 RK0016'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET
 RK0016'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0016
 RK0016                          STATION RECOVERY (1994)
 RK0016
 RK0016'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0016'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0034 ***********************************************************************
 RK0034  DESIGNATION -  H 196
 RK0034  PID         -  RK0034
 RK0034  STATE/COUNTY-  MI/ALGER
 RK0034  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0034
 RK0034                         *CURRENT SURVEY CONTROL
 RK0034  ___________________________________________________________________
 RK0034* NAD 83(1986)-  46 35 23.     (N)    086 00 33.     (W)     SCALED    
 RK0034* NAVD 88     -       280.411  (meters)     919.98   (feet)  ADJUSTED  
 RK0034  ___________________________________________________________________
 RK0034  GEOID HEIGHT-         -35.72  (meters)                     GEOID03
 RK0034  DYNAMIC HT  -         280.430 (meters)     920.04  (feet)  COMP
 RK0034  MODELED GRAV-     980,672.6   (mgal)                       NAVD 88
 RK0034
 RK0034  VERT ORDER  -  SECOND    CLASS 0
 RK0034
 RK0034.The horizontal coordinates were scaled from a topographic map and have
 RK0034.an estimated accuracy of +/- 6 seconds.
 RK0034
 RK0034.The orthometric height was determined by differential leveling
 RK0034.and adjusted by the National Geodetic Survey in June 1991..
 RK0034
 RK0034.The geoid height was determined by GEOID03.
 RK0034
 RK0034.The dynamic height is computed by dividing the NAVD 88
 RK0034.geopotential number by the normal gravity value computed on the
 RK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0034.degrees latitude (g = 980.6199 gals.).
 RK0034
 RK0034.The modeled gravity was interpolated from observed gravity values.
 RK0034
 RK0034;                    North         East    Units  Estimated Accuracy
 RK0034;SPC MI N     -   201,250.    8,075,930.      MT  (+/- 180 meters Scaled)
 RK0034
 RK0034                          SUPERSEDED SURVEY CONTROL
 RK0034
 RK0034  NGVD 29 (??/??/92)  280.368  (m)          919.84   (f) ADJ UNCH    2 0
 RK0034
 RK0034.Superseded values are not recommended for survey control.
 RK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0034.See file dsdata.txt to determine how the superseded data were derived.
 RK0034
 RK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES759600(NAD 83)
 RK0034_MARKER: DB = BENCH MARK DISK
 RK0034_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0034_SP_SET: BRIDGE ABUTMENT
 RK0034_STAMPING: H 196 1964
 RK0034_MARK LOGO: CGS   
 RK0034_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0034
 RK0034  HISTORY     - Date     Condition        Report By
 RK0034  HISTORY     - 1964     MONUMENTED       CGS
 RK0034  HISTORY     - 19940507 GOOD             LOCENG
 RK0034  HISTORY     - 19940801 GOOD             USPSQD
 RK0034  HISTORY     - 19990907 GOOD             USPSQD
 RK0034  HISTORY     - 20060911 GOOD             USPSQD
 RK0034
 RK0034                          STATION DESCRIPTION
 RK0034
 RK0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0034'5.9 MI S FROM GRAND MARAIS.
 RK0034'ABOUT 5.9 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0034'METHODIST CHURCH AT GRAND MARAIS, IN S 2, T 48 N, R 14 W, 24
 RK0034'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 RK0034'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A 30-FOOT CONCRETE
 RK0034'BRIDGE OVER THE WEST BRANCH OF THE SUCKER RIVER, 1 FOOT EAST
 RK0034'OF THE WEST END OF THE ABUTMENT, AND ABOUT 4 FEET BELOW THE
 RK0034'LEVEL OF THE HIGHWAY.
 RK0034
 RK0034                          STATION RECOVERY (1994)
 RK0034
 RK0034'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0034'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0034
 RK0034                          STATION RECOVERY (1994)
 RK0034
 RK0034'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0034'RECOVERED IN GOOD CONDITION.
 RK0034
 RK0034                          STATION RECOVERY (1999)
 RK0034
 RK0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0034'RECOVERED IN GOOD CONDITION.
 RK0034
 RK0034                          STATION RECOVERY (2006)
 RK0034
 RK0034'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0557 ***********************************************************************
 RJ0557  DESIGNATION -  H 197
 RJ0557  PID         -  RJ0557
 RJ0557  STATE/COUNTY-  MI/ALGER
 RJ0557  USGS QUAD   -  GRAND MARAIS (1968)
 RJ0557
 RJ0557                         *CURRENT SURVEY CONTROL
 RJ0557  ___________________________________________________________________
 RJ0557* NAD 83(1986)-  46 39 43.     (N)    085 53 29.     (W)     SCALED    
 RJ0557* NAVD 88     -       195.283  (meters)     640.69   (feet)  ADJUSTED  
 RJ0557  ___________________________________________________________________
 RJ0557  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 RJ0557  DYNAMIC HT  -         195.300 (meters)     640.75  (feet)  COMP
 RJ0557  MODELED GRAV-     980,695.6   (mgal)                       NAVD 88
 RJ0557
 RJ0557  VERT ORDER  -  SECOND    CLASS 0
 RJ0557
 RJ0557.The horizontal coordinates were scaled from a topographic map and have
 RJ0557.an estimated accuracy of +/- 6 seconds.
 RJ0557
 RJ0557.The orthometric height was determined by differential leveling
 RJ0557.and adjusted by the National Geodetic Survey in June 1991..
 RJ0557
 RJ0557.The geoid height was determined by GEOID03.
 RJ0557
 RJ0557.The dynamic height is computed by dividing the NAVD 88
 RJ0557.geopotential number by the normal gravity value computed on the
 RJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0557.degrees latitude (g = 980.6199 gals.).
 RJ0557
 RJ0557.The modeled gravity was interpolated from observed gravity values.
 RJ0557
 RJ0557;                    North         East    Units  Estimated Accuracy
 RJ0557;SPC MI N     -   209,390.    8,084,840.      MT  (+/- 180 meters Scaled)
 RJ0557
 RJ0557                          SUPERSEDED SURVEY CONTROL
 RJ0557
 RJ0557  NGVD 29 (??/??/92)  195.246  (m)          640.57   (f) ADJ UNCH    2 0
 RJ0557
 RJ0557.Superseded values are not recommended for survey control.
 RJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0557.See file dsdata.txt to determine how the superseded data were derived.
 RJ0557
 RJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES848681(NAD 83)
 RJ0557_MARKER: DB = BENCH MARK DISK
 RJ0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0557_STAMPING: H 197 1964
 RJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0557+STABILITY: SURFACE MOTION
 RJ0557
 RJ0557  HISTORY     - Date     Condition        Report By
 RJ0557  HISTORY     - 1964     MONUMENTED       CGS
 RJ0557
 RJ0557                          STATION DESCRIPTION
 RJ0557
 RJ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0557'4.5 MI E FROM GRAND MARAIS.
 RJ0557'ABOUT 4.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0557'AT GRAND MARAIS, IN S 11, T 49 N, R 13 W, ABOUT 1.0 MILE WEST
 RJ0557'OF THE CROSSING OF THE SUCKER RIVER, ABOUT 0.9 MILE EAST OF THE
 RJ0557'CROSSING OF GRAND MARAIS CREEK, 43 FEET SOUTH OF THE CENTER LINE
 RJ0557'OF THE ROAD, 12 1/2 FEET WEST OF A 24-INCH PINE TREE, 8 FEET SOUTH
 RJ0557'OF A 24-INCH PINE TREE, 1.8 FEET EAST OF A METAL WITNESS POST,
 RJ0557'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RJ0557'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0531 ***********************************************************************
 RJ0531  DESIGNATION -  H 198
 RJ0531  PID         -  RJ0531
 RJ0531  STATE/COUNTY-  MI/LUCE
 RJ0531  USGS QUAD   -  MUSKALLONGE LAKE EAST (1968)
 RJ0531
 RJ0531                         *CURRENT SURVEY CONTROL
 RJ0531  ___________________________________________________________________
 RJ0531* NAD 83(1986)-  46 38 45.     (N)    085 30 28.     (W)     SCALED    
 RJ0531* NAVD 88     -       221.029  (meters)     725.16   (feet)  ADJUSTED  
 RJ0531  ___________________________________________________________________
 RJ0531  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 RJ0531  DYNAMIC HT  -         221.047 (meters)     725.22  (feet)  COMP
 RJ0531  MODELED GRAV-     980,690.8   (mgal)                       NAVD 88
 RJ0531
 RJ0531  VERT ORDER  -  SECOND    CLASS 0
 RJ0531
 RJ0531.The horizontal coordinates were scaled from a topographic map and have
 RJ0531.an estimated accuracy of +/- 6 seconds.
 RJ0531
 RJ0531.The orthometric height was determined by differential leveling
 RJ0531.and adjusted by the National Geodetic Survey in June 1991..
 RJ0531
 RJ0531.The geoid height was determined by GEOID03.
 RJ0531
 RJ0531.The dynamic height is computed by dividing the NAVD 88
 RJ0531.geopotential number by the normal gravity value computed on the
 RJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0531.degrees latitude (g = 980.6199 gals.).
 RJ0531
 RJ0531.The modeled gravity was interpolated from observed gravity values.
 RJ0531
 RJ0531;                    North         East    Units  Estimated Accuracy
 RJ0531;SPC MI N     -   208,080.    8,114,230.      MT  (+/- 180 meters Scaled)
 RJ0531
 RJ0531                          SUPERSEDED SURVEY CONTROL
 RJ0531
 RJ0531  NGVD 29 (??/??/92)  220.989  (m)          725.03   (f) ADJ UNCH    2 0
 RJ0531
 RJ0531.Superseded values are not recommended for survey control.
 RJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0531.See file dsdata.txt to determine how the superseded data were derived.
 RJ0531
 RJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS141668(NAD 83)
 RJ0531_MARKER: DB = BENCH MARK DISK
 RJ0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0531_STAMPING: H 198 1964
 RJ0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0531+STABILITY: SURFACE MOTION
 RJ0531
 RJ0531  HISTORY     - Date     Condition        Report By
 RJ0531  HISTORY     - 1964     MONUMENTED       CGS
 RJ0531
 RJ0531                          STATION DESCRIPTION
 RJ0531
 RJ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0531'9.9 MI SE FROM DEER PARK.
 RJ0531'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0531'LODGE AT DEER PARK, THENCE 7.1 MILES EAST ALONG COUNTY ROAD
 RJ0531'410, IN S 13, T 49 N, R 10 W, ABOUT 1.0 MILE NORTHWEST OF THE
 RJ0531'JUNCTION OF COUNTY ROAD 412 ABOUT 0.1 MILE SOUTHEAST OF THE
 RJ0531'CENTER OF A SHARP CURVE, ON THE TOP OF A SHORT STEEP HILL ON
 RJ0531'THE NORTHWEST SLOPE, 60 FEET SOUTH OF THE CENTER OF THE JUNCTION
 RJ0531'OF AN ABANDONED ROAD LEADING WEST, 22 FEET SOUTHWEST OF THE
 RJ0531'CENTER LINE OF THE ROAD, 1.4 FEET NORTHEAST OF A METAL WITNESS
 RJ0531'POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE
 RJ0531'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0179 ***********************************************************************
 QL0179  DESIGNATION -  H 199
 QL0179  PID         -  QL0179
 QL0179  STATE/COUNTY-  MI/DELTA
 QL0179  USGS QUAD   -  ESCANABA (1985)
 QL0179
 QL0179                         *CURRENT SURVEY CONTROL
 QL0179  ___________________________________________________________________
 QL0179* NAD 83(1986)-  45 44 14.     (N)    087 04 48.     (W)     SCALED    
 QL0179* NAVD 88     -       186.177  (meters)     610.82   (feet)  ADJUSTED  
 QL0179  ___________________________________________________________________
 QL0179  GEOID HEIGHT-         -35.80  (meters)                     GEOID03
 QL0179  DYNAMIC HT  -         186.176 (meters)     610.81  (feet)  COMP
 QL0179  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 QL0179
 QL0179  VERT ORDER  -  SECOND    CLASS 0
 QL0179
 QL0179.The horizontal coordinates were scaled from a topographic map and have
 QL0179.an estimated accuracy of +/- 6 seconds.
 QL0179
 QL0179.The orthometric height was determined by differential leveling
 QL0179.and adjusted by the National Geodetic Survey in June 1991..
 QL0179
 QL0179.The geoid height was determined by GEOID03.
 QL0179
 QL0179.The dynamic height is computed by dividing the NAVD 88
 QL0179.geopotential number by the normal gravity value computed on the
 QL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0179.degrees latitude (g = 980.6199 gals.).
 QL0179
 QL0179.The modeled gravity was interpolated from observed gravity values.
 QL0179
 QL0179;                    North         East    Units  Estimated Accuracy
 QL0179;SPC MI N     -   106,020.    7,993,770.      MT  (+/- 180 meters Scaled)
 QL0179
 QL0179                          SUPERSEDED SURVEY CONTROL
 QL0179
 QL0179  NGVD 29 (??/??/92)  186.195  (m)          610.87   (f) ADJ UNCH    2 0
 QL0179
 QL0179.Superseded values are not recommended for survey control.
 QL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0179.See file dsdata.txt to determine how the superseded data were derived.
 QL0179
 QL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR937648(NAD 83)
 QL0179_MARKER: DB = BENCH MARK DISK
 QL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0179_STAMPING: H 199 1966
 QL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0179+STABILITY: SURFACE MOTION
 QL0179
 QL0179  HISTORY     - Date     Condition        Report By
 QL0179  HISTORY     - 1966     MONUMENTED       CGS
 QL0179  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0179  HISTORY     - 19961028 MARK NOT FOUND   USPSQD
 QL0179
 QL0179                          STATION DESCRIPTION
 QL0179
 QL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QL0179'NEAR ESCANABA.
 QL0179'BENCH MARK IS LOCATED 0.5 MILE SOUTH OF THE JUNCTION OF HWYS 35
 QL0179'AND 41 IN ESCANABA, 28.9 FEET EAST OF THE CENTERLINE OF HWY M 35,
 QL0179'43.5 FEET NORTH OF THE CENTERLINE OF SOUTH 6TH STREET, 14.4
 QL0179'FEET NORTH OF A FIRE HYDRANT, AND 3.6 FEET SOUTH OF A STREET
 QL0179'LIGHT.  MONUMENT IS A 8 INCH SQUARE CONCRETE POST WHICH IS
 QL0179'FLUSH WITH GROUND.
 QL0179
 QL0179                          STATION RECOVERY (1972)
 QL0179
 QL0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0179'MARK NOT FOUND.
 QL0179
 QL0179                          STATION RECOVERY (1996)
 QL0179
 QL0179'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0054 ***********************************************************************
 OJ0054  DESIGNATION -  H 2 USLS
 OJ0054  PID         -  OJ0054
 OJ0054  STATE/COUNTY-  MI/SANILAC
 OJ0054  USGS QUAD   -  JEDDO (1976)
 OJ0054
 OJ0054                         *CURRENT SURVEY CONTROL
 OJ0054  ___________________________________________________________________
 OJ0054* NAD 83(1986)-  43 13 22.     (N)    082 31 44.     (W)     SCALED    
 OJ0054* NAVD 88     -       192.727  (meters)     632.31   (feet)  ADJUSTED  
 OJ0054  ___________________________________________________________________
 OJ0054  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0054  DYNAMIC HT  -         192.686 (meters)     632.17  (feet)  COMP
 OJ0054  MODELED GRAV-     980,402.0   (mgal)                       NAVD 88
 OJ0054
 OJ0054  VERT ORDER  -  FIRST     CLASS 0
 OJ0054
 OJ0054.The horizontal coordinates were scaled from a topographic map and have
 OJ0054.an estimated accuracy of +/- 6 seconds.
 OJ0054
 OJ0054.The orthometric height was determined by differential leveling
 OJ0054.and adjusted by the National Geodetic Survey in June 1991..
 OJ0054
 OJ0054.The geoid height was determined by GEOID03.
 OJ0054
 OJ0054.The dynamic height is computed by dividing the NAVD 88
 OJ0054.geopotential number by the normal gravity value computed on the
 OJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0054.degrees latitude (g = 980.6199 gals.).
 OJ0054
 OJ0054.The modeled gravity was interpolated from observed gravity values.
 OJ0054
 OJ0054;                    North         East    Units  Estimated Accuracy
 OJ0054;SPC MI S     -   192,990.    4,149,290.      MT  (+/- 180 meters Scaled)
 OJ0054
 OJ0054                          SUPERSEDED SURVEY CONTROL
 OJ0054
 OJ0054  NGVD 29 (??/??/??)  192.855  (m)          632.73   (f) ADJUSTED    1 0
 OJ0054
 OJ0054.Superseded values are not recommended for survey control.
 OJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0054.See file dsdata.txt to determine how the superseded data were derived.
 OJ0054
 OJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758866(NAD 83)
 OJ0054_MARKER: DD = SURVEY DISK
 OJ0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0054_SP_SET: FOUNDATION
 OJ0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0054
 OJ0054  HISTORY     - Date     Condition        Report By
 OJ0054  HISTORY     - 1937     MONUMENTED       USLS
 OJ0054  HISTORY     - 1970     GOOD             USLS
 OJ0054  HISTORY     - 1980     GOOD             NGS
 OJ0054  HISTORY     - 19940728 GOOD             USPSQD
 OJ0054  HISTORY     - 20001207 GOOD             WOOLPT
 OJ0054  HISTORY     - 20040418 GOOD             USPSQD
 OJ0054
 OJ0054                          STATION DESCRIPTION
 OJ0054
 OJ0054'DESCRIBED BY US LAKE SURVEY 1970
 OJ0054'3.3 MI S FROM LEXINGTON.
 OJ0054'H 2 IS IN SANILAC COUNTY, MICHIGAN, APPROXIMATELY 3.3 MILES SOUTH
 OJ0054'OF THE INTERSECTION OF HURON AVE. AND MAIN STREET (U.S. 25) IN
 OJ0054'LEXINGTON, JUST NORTH OF A CREEK AND GULLEY, ON THE NORTH FACE
 OJ0054'OF HOUSE NUMBER 7096 ABOUT 115 FEET WEST OF CENTERLINE OF
 OJ0054'HIGHWAY U.S. 25, 11.4 FEET WEST OF THE NORTHEAST CORNER, 1-1/2
 OJ0054'FEET ABOVE THE GROUND BEING THE HORIZONTAL LINE OF CROSS ON
 OJ0054'BRONZE DISC SET INTO THE CONCRETE FOUNDATION.  BM H 2 1937.
 OJ0054
 OJ0054                          STATION RECOVERY (1980)
 OJ0054
 OJ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0054'5.3 KILOMETERS (3.3 MILES) SOUTH ALONG STATE HIGHWAY 25 FRON THE
 OJ0054'INTERSECTION OF HURON AVENUE IN LEXINGTON, TO HOUSE 7096 ON THE
 OJ0054'WEST SIDE OF HIGHWAY 25, SER IN THE  NORTH FACE OF THE CONCRETE BLOCK
 OJ0054'FOUNDATION, 32.0 METERS (115.0 FEET) WEST OF THE CENTER LINE OF THE
 OJ0054'HIGHWAY, 6.85 METERS (22.5 FEET) WEST OF THE NORTHEAST CORNER OF
 OJ0054'THE PORCH, 4.08 METERS (13.4 FEET) EAST OF THE EAST EDGE OF THE
 OJ0054'CONCRETE PATITO FOR THE REAR ENTRANCE.
 OJ0054'THE MARK IS 0.3 M ABOVE GROUND.
 OJ0054
 OJ0054                          STATION RECOVERY (1994)
 OJ0054
 OJ0054'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0054'RECOVERED IN GOOD CONDITION.
 OJ0054
 OJ0054                          STATION RECOVERY (2000)
 OJ0054
 OJ0054'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 OJ0054'RECOVERED IN GOOD CONDITION.
 OJ0054
 OJ0054                          STATION RECOVERY (2004)
 OJ0054
 OJ0054'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0672 ***********************************************************************
 NE0672  DESIGNATION -  H 20
 NE0672  PID         -  NE0672
 NE0672  STATE/COUNTY-  MI/WASHTENAW
 NE0672  USGS QUAD   -  DEXTER (1983)
 NE0672
 NE0672                         *CURRENT SURVEY CONTROL
 NE0672  ___________________________________________________________________
 NE0672* NAD 83(1986)-  42 20 03.     (N)    083 54 55.     (W)     SCALED    
 NE0672* NAVD 88     -       267.758  (meters)     878.47   (feet)  ADJUSTED  
 NE0672  ___________________________________________________________________
 NE0672  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NE0672  DYNAMIC HT  -         267.679 (meters)     878.21  (feet)  COMP
 NE0672  MODELED GRAV-     980,317.5   (mgal)                       NAVD 88
 NE0672
 NE0672  VERT ORDER  -  FIRST     CLASS II
 NE0672
 NE0672.The horizontal coordinates were scaled from a topographic map and have
 NE0672.an estimated accuracy of +/- 6 seconds.
 NE0672
 NE0672.The orthometric height was determined by differential leveling
 NE0672.and adjusted by the National Geodetic Survey in June 1991..
 NE0672
 NE0672.The geoid height was determined by GEOID03.
 NE0672
 NE0672.The dynamic height is computed by dividing the NAVD 88
 NE0672.geopotential number by the normal gravity value computed on the
 NE0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0672.degrees latitude (g = 980.6199 gals.).
 NE0672
 NE0672.The modeled gravity was interpolated from observed gravity values.
 NE0672
 NE0672;                    North         East    Units  Estimated Accuracy
 NE0672;SPC MI S     -    92,760.    4,037,200.      MT  (+/- 180 meters Scaled)
 NE0672
 NE0672                          SUPERSEDED SURVEY CONTROL
 NE0672
 NE0672  NGVD 29 (??/??/92)  267.884  (m)          878.88   (f) ADJ UNCH    1 2
 NE0672
 NE0672.Superseded values are not recommended for survey control.
 NE0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0672.See file dsdata.txt to determine how the superseded data were derived.
 NE0672
 NE0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG598909(NAD 83)
 NE0672_MARKER: DB = BENCH MARK DISK
 NE0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0672_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0672_STAMPING: H 20 1916 878.833
 NE0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0672+STABILITY: SURFACE MOTION
 NE0672
 NE0672  HISTORY     - Date     Condition        Report By
 NE0672  HISTORY     - 1916     MONUMENTED       CGS
 NE0672  HISTORY     - 1948     GOOD             NGS
 NE0672  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0672  HISTORY     - 19981031 MARK NOT FOUND   USPSQD
 NE0672
 NE0672                          STATION DESCRIPTION
 NE0672
 NE0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NE0672'1.6 MI W FROM DEXTER.
 NE0672'1.65 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NE0672'STATION AT DEXTER, AT A ROAD CROSSING, 54 FEET SOUTHWEST OF
 NE0672'THE CENTER LINE OF THE CROSSING, 37 FEET WEST OF THE CENTER
 NE0672'LINE OF THE ROAD, 43 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NE0672'TRACK, 10 1/2 FEET NORTH-NORTHWEST OF A POWER POLE, 3 1/2 FEET
 NE0672'EAST-NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A WHITE
 NE0672'WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND SET IN THE
 NE0672'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NE0672
 NE0672                          STATION RECOVERY (1985)
 NE0672
 NE0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0672'THERE HAS BEEN GRADING AT THIS LOCATION.
 NE0672
 NE0672                          STATION RECOVERY (1998)
 NE0672
 NE0672'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0672'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0264 ***********************************************************************
 QJ0264  DESIGNATION -  H 20 MI 79
 QJ0264  PID         -  QJ0264
 QJ0264  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0264  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0264
 QJ0264                         *CURRENT SURVEY CONTROL
 QJ0264  ___________________________________________________________________
 QJ0264* NAD 83(1994)-  45 21 19.45044(N)    083 29 42.87968(W)     ADJUSTED  
 QJ0264* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 QJ0264  ___________________________________________________________________
 QJ0264  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 QJ0264  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 QJ0264
 QJ0264  HORZ ORDER  -  THIRD
 QJ0264
 QJ0264.The horizontal coordinates were established by classical geodetic methods
 QJ0264.and adjusted by the National Geodetic Survey in February 1997..
 QJ0264
 QJ0264.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0264
 QJ0264.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0264
 QJ0264.The geoid height was determined by GEOID03.
 QJ0264
 QJ0264;                    North         East     Units Scale Factor Converg.
 QJ0264;SPC MI C     -   226,913.375 6,068,277.286   MT  0.99993854   +0 36 56.1
 QJ0264;SPC MI C     -   744,466.45 19,909,046.21   iFT  0.99993854   +0 36 56.1
 QJ0264;UTM  17      - 5,025,461.260   304,556.857   MT  1.00006967   -1 46 33.1
 QJ0264
 QJ0264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0264!SPC MI C     -   0.99997800  x   0.99993854  =   0.99991654
 QJ0264!UTM  17      -   0.99997800  x   1.00006967  =   1.00004767
 QJ0264
 QJ0264                          SUPERSEDED SURVEY CONTROL
 QJ0264
 QJ0264  NAD 83(1986)-  45 21 19.44431(N)    083 29 42.88085(W) AD(       ) 3
 QJ0264  NAD 27      -  45 21 19.39269(N)    083 29 42.94418(W) AD(       ) 3
 QJ0264  NGVD 29 (07/19/86)  177.4    (m)          582.     (f) VERT ANG       
 QJ0264
 QJ0264.Superseded values are not recommended for survey control.
 QJ0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0264.See file dsdata.txt to determine how the superseded data were derived.
 QJ0264
 QJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0455725461(NAD 83)
 QJ0264_MARKER: DE = TRAVERSE STATION DISK
 QJ0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0264_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0264
 QJ0264  HISTORY     - Date     Condition        Report By
 QJ0264  HISTORY     - 1979     MONUMENTED       NOS
 QJ0264  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0264  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0264
 QJ0264                          STATION DESCRIPTION
 QJ0264
 QJ0264'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0264'STATION IS LOCATED ON THE WEST SHORE OF PRESQUE ISLE
 QJ0264'PENINSULA 0.30 MILES SOUTH OF THE NORTH POINT, 1.50 MILES
 QJ0264'NORTH OF PRESQUE ISLE HARBOR AND 3.8 MILES NORTH
 QJ0264'OF THE TOWN OF PRESQUE ISLE.
 QJ0264'
 QJ0264'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0264'ISLE GO NORTH ON GRAND LAKE ROAD FOR 4.2 MILES TO THE
 QJ0264'AREA OF THE PRESQUE ISLE LIGHTHOUSE AND THE LIGHTHOUSE
 QJ0264'PARK. FOLLOW THE GRAVEL ROAD AROUND THE LIGHTHOUSE AND
 QJ0264'GO WEST FOR APPROXIMATELY 0.18 MILES AND THE AREA OF THE
 QJ0264'STATION NEAR THE WATERS EDGE.
 QJ0264'
 QJ0264'THE STATION IS STAMPED---H 20 MI 79---, AND IS A STANDARD
 QJ0264'ALUMINUM NOS DISK ATTACHED TO A 42 INCH ALUMINUM ROD
 QJ0264'WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED BY A 12
 QJ0264'INCH DIAMETER CONCRETE MASS. THE DISK PROJECTS ABOUT 0.2
 QJ0264'FEET ABOVE THE CONCRETE.
 QJ0264'
 QJ0264'THE STATION IS 95.5 FEET SOUTHWEST OF A P.K..NAIL IN A
 QJ0264'10 INCH BIRCH, 80 FEET NORTH OF A 6 FOOT BY 4 FOOT BOULDER
 QJ0264'LOCATED IN SHALLOW WATER, 76.0 FEET EAST OF A NOS WITNESS
 QJ0264'POST SIGN ON A 1 1/2 FOOT FENCE POST, AND 23 FEET SOUTH
 QJ0264'OF THE EXISTING WATERS EDGE.
 QJ0264'
 QJ0264'HEIGHT OF LIGHT ABOVE STATION WAS 1.90.
 QJ0264'
 QJ0264'DESCRIBED BY B.DECROIX.
 QJ0264
 QJ0264                          STATION RECOVERY (1997)
 QJ0264
 QJ0264'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0264'MARK NOT FOUND.
 QJ0264
 QJ0264                          STATION RECOVERY (1999)
 QJ0264
 QJ0264'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0284 ***********************************************************************
 QK0284  DESIGNATION -  H 200
 QK0284  PID         -  QK0284
 QK0284  STATE/COUNTY-  MI/MACKINAC
 QK0284  USGS QUAD   -  MORAN (1976)
 QK0284
 QK0284                         *CURRENT SURVEY CONTROL
 QK0284  ___________________________________________________________________
 QK0284* NAD 83(1986)-  45 54 34.     (N)    084 51 57.     (W)     SCALED    
 QK0284* NAVD 88     -       178.591  (meters)     585.93   (feet)  ADJUSTED  
 QK0284  ___________________________________________________________________
 QK0284  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0284  DYNAMIC HT  -         178.600 (meters)     585.96  (feet)  COMP
 QK0284  MODELED GRAV-     980,662.5   (mgal)                       NAVD 88
 QK0284
 QK0284  VERT ORDER  -  FIRST     CLASS 0
 QK0284
 QK0284.The horizontal coordinates were scaled from a topographic map and have
 QK0284.an estimated accuracy of +/- 6 seconds.
 QK0284
 QK0284.The orthometric height was determined by differential leveling
 QK0284.and adjusted by the National Geodetic Survey in June 1991..
 QK0284
 QK0284.The geoid height was determined by GEOID03.
 QK0284
 QK0284.The dynamic height is computed by dividing the NAVD 88
 QK0284.geopotential number by the normal gravity value computed on the
 QK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0284.degrees latitude (g = 980.6199 gals.).
 QK0284
 QK0284.The modeled gravity was interpolated from observed gravity values.
 QK0284
 QK0284;                    North         East    Units  Estimated Accuracy
 QK0284;SPC MI N     -   127,390.    8,165,560.      MT  (+/- 180 meters Scaled)
 QK0284
 QK0284                          SUPERSEDED SURVEY CONTROL
 QK0284
 QK0284  NGVD 29 (??/??/92)  178.636  (m)          586.07   (f) ADJ UNCH    1 0
 QK0284
 QK0284.Superseded values are not recommended for survey control.
 QK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0284.See file dsdata.txt to determine how the superseded data were derived.
 QK0284
 QK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR655862(NAD 83)
 QK0284_MARKER: DB = BENCH MARK DISK
 QK0284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0284_SP_SET: 13.3 FEET
 QK0284_STAMPING: H 200 1972
 QK0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0284
 QK0284  HISTORY     - Date     Condition        Report By
 QK0284  HISTORY     - 1972     MONUMENTED       NGS
 QK0284  HISTORY     - 19950703 GOOD             USPSQD
 QK0284
 QK0284                          STATION DESCRIPTION
 QK0284
 QK0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0284'8.8 MI NW FROM ST IGNACE.
 QK0284'ABOUT 8.8 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0284'OVER I 75 AT ST. IGNACE, AT THE JUNCTION OF AN 18-INCH PIPE
 QK0284'CULVERT UNDER THE OLD ROAD, 59 FEET SOUTHWEST OF THE CENTER LINE
 QK0284'OF THE HIGHWAY, IN SECTION 36, R 5 W, T 41 N, 78 FEET NORTHWEST
 QK0284'OF THE CENTER LINE OF THE OLD ROAD, 28 FEET SOUTHEAST OF A 14
 QK0284'INCH MAPLE TREE, 0.4 FOOT NORTHEAST OF A METAL WITNESS POST, 1
 QK0284'FOOT BELOW THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP
 QK0284'OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND
 QK0284'ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 1/2 FOOT ABOVE THE
 QK0284'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 13.3 FEET
 QK0284'TO REFUSAL.  SECTION 36, T41N, R5W.
 QK0284
 QK0284                          STATION RECOVERY (1995)
 QK0284
 QK0284'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0399 ***********************************************************************
 RJ0399  DESIGNATION -  H 201
 RJ0399  PID         -  RJ0399
 RJ0399  STATE/COUNTY-  MI/MACKINAC
 RJ0399  USGS QUAD   -  EPOUFETTE (1975)
 RJ0399
 RJ0399                         *CURRENT SURVEY CONTROL
 RJ0399  ___________________________________________________________________
 RJ0399* NAD 83(1986)-  46 04 01.     (N)    085 14 01.     (W)     SCALED    
 RJ0399* NAVD 88     -       179.888  (meters)     590.18   (feet)  ADJUSTED  
 RJ0399  ___________________________________________________________________
 RJ0399  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0399  DYNAMIC HT  -         179.899 (meters)     590.22  (feet)  COMP
 RJ0399  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RJ0399
 RJ0399  VERT ORDER  -  FIRST     CLASS 0
 RJ0399
 RJ0399.The horizontal coordinates were scaled from a topographic map and have
 RJ0399.an estimated accuracy of +/- 6 seconds.
 RJ0399
 RJ0399.The orthometric height was determined by differential leveling
 RJ0399.and adjusted by the National Geodetic Survey in June 1991..
 RJ0399
 RJ0399.The geoid height was determined by GEOID03.
 RJ0399
 RJ0399.The dynamic height is computed by dividing the NAVD 88
 RJ0399.geopotential number by the normal gravity value computed on the
 RJ0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0399.degrees latitude (g = 980.6199 gals.).
 RJ0399
 RJ0399.The modeled gravity was interpolated from observed gravity values.
 RJ0399
 RJ0399;                    North         East    Units  Estimated Accuracy
 RJ0399;SPC MI N     -   144,190.    8,136,640.      MT  (+/- 180 meters Scaled)
 RJ0399
 RJ0399                          SUPERSEDED SURVEY CONTROL
 RJ0399
 RJ0399  NGVD 29 (??/??/92)  179.929  (m)          590.32   (f) ADJ UNCH    1 0
 RJ0399
 RJ0399.Superseded values are not recommended for survey control.
 RJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0399.See file dsdata.txt to determine how the superseded data were derived.
 RJ0399
 RJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS366030(NAD 83)
 RJ0399_MARKER: DB = BENCH MARK DISK
 RJ0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0399_SP_SET: CULVERT
 RJ0399_STAMPING: H 201 1972
 RJ0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0399
 RJ0399  HISTORY     - Date     Condition        Report By
 RJ0399  HISTORY     - 1972     MONUMENTED       NGS
 RJ0399  HISTORY     - 19950815 GOOD             USPSQD
 RJ0399  HISTORY     - 20011211 MARK NOT FOUND   MIDT
 RJ0399
 RJ0399                          STATION DESCRIPTION
 RJ0399
 RJ0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0399'10 MI NW FROM BREVORT.
 RJ0399'ABOUT 10.0 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0399'LUTHERAN CHURCH AT BREVORT, ABOUT 0.75 MILE WEST OF A BRIDGE
 RJ0399'OVER PAQUIN CREEK, SET ON THE TOP OF THE EAST END OF THE SOUTH
 RJ0399'HEADWALL FOR A 5-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY,
 RJ0399'24 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST
 RJ0399'OF THE EAST END OF THE HEADWALL AND 1 1/2 FEET BELOW THE LEVEL
 RJ0399'OF THE HIGHWAY.  SECTION 6, T 42 N, R 7 W.
 RJ0399
 RJ0399                          STATION RECOVERY (1995)
 RJ0399
 RJ0399'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0399'RECOVERED IN GOOD CONDITION.
 RJ0399
 RJ0399                          STATION RECOVERY (2001)
 RJ0399
 RJ0399'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0399'STATION H 201 DESTROYED IN 1982 U.S. HIGHWAY 2 RECONSTRUCTION WORK.
 RJ0399'THE HEADWALL WAS REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0699 ***********************************************************************
 RJ0699  DESIGNATION -  H 201 RESET 1982
 RJ0699  PID         -  RJ0699
 RJ0699  STATE/COUNTY-  MI/MACKINAC
 RJ0699  USGS QUAD   -  EPOUFETTE (1975)
 RJ0699
 RJ0699                         *CURRENT SURVEY CONTROL
 RJ0699  ___________________________________________________________________
 RJ0699* NAD 83(1986)-  46 04 01.     (N)    085 14 01.     (W)     SCALED    
 RJ0699* NAVD 88     -       179.86   (meters)     590.1    (feet)  RESET     
 RJ0699  ___________________________________________________________________
 RJ0699  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0699
 RJ0699  VERT ORDER  -  THIRD
 RJ0699
 RJ0699.The horizontal coordinates were scaled from a topographic map and have
 RJ0699.an estimated accuracy of +/- 6 seconds.
 RJ0699
 RJ0699.The orthometric height was computed from unverified reset data.
 RJ0699.No vertical observational check was made to the station.
 RJ0699
 RJ0699.The geoid height was determined by GEOID03.
 RJ0699
 RJ0699;                    North         East    Units  Estimated Accuracy
 RJ0699;SPC MI N     -   144,190.    8,136,640.      MT  (+/- 180 meters Scaled)
 RJ0699
 RJ0699                          SUPERSEDED SURVEY CONTROL
 RJ0699
 RJ0699.No superseded survey control is available for this station.
 RJ0699
 RJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS366030(NAD 83)
 RJ0699_MARKER: DB = BENCH MARK DISK
 RJ0699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0699_SP_SET: HEADWALL
 RJ0699_STAMPING: H 201 RESET 1982
 RJ0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0699+STABILITY: SURFACE MOTION
 RJ0699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0699+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0699
 RJ0699  HISTORY     - Date     Condition        Report By
 RJ0699  HISTORY     - 1982     MONUMENTED       MIDH
 RJ0699  HISTORY     - 20011211 GOOD             MIDT
 RJ0699  HISTORY     - 20030606 GOOD             USPSQD
 RJ0699  HISTORY     - 20060830 GOOD             USPSQD
 RJ0699
 RJ0699                          STATION DESCRIPTION
 RJ0699
 RJ0699'DESCRIBED BY MI DEPT OF HIGHWAYS 1982
 RJ0699'10.0 MI NW FROM BREVORT.
 RJ0699'10.0 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY LUTHERAN
 RJ0699'CHURCH IN BREVORT, ABOUT 0.75 MI WEST OF A BRIDGE OVER PAQUIN CREEK,
 RJ0699'ON TOP OF THE WEST END OF THE SOUTH HEADWALL FOR A 5.4 FOOT CONCRETE
 RJ0699'BOX CULVERT UNDER THE HIGHWAY, AND 41.5 FEET SOUTH OF THE CENTERLINE
 RJ0699'OF THE HIGHWAY.
 RJ0699
 RJ0699                          STATION RECOVERY (2001)
 RJ0699
 RJ0699'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 RJ0699'STATION H 201 RESET 1982 IS LOCATED ON THE TOP OF THE WEST END OF
 RJ0699'SOUTH CONCRETE HEADWALL, 0.5 FEET EAST OF WEST END.
 RJ0699' 
 RJ0699
 RJ0699                          STATION RECOVERY (2003)
 RJ0699
 RJ0699'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0699'RECOVERED IN GOOD CONDITION.
 RJ0699
 RJ0699                          STATION RECOVERY (2006)
 RJ0699
 RJ0699'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0518 ***********************************************************************
 RJ0518  DESIGNATION -  H 202
 RJ0518  PID         -  RJ0518
 RJ0518  STATE/COUNTY-  MI/MACKINAC
 RJ0518  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0518
 RJ0518                         *CURRENT SURVEY CONTROL
 RJ0518  ___________________________________________________________________
 RJ0518* NAD 83(1986)-  46 06 05.     (N)    085 49 52.     (W)     SCALED    
 RJ0518* NAVD 88     -       225.327  (meters)     739.26   (feet)  ADJUSTED  
 RJ0518  ___________________________________________________________________
 RJ0518  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0518  DYNAMIC HT  -         225.339 (meters)     739.30  (feet)  COMP
 RJ0518  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 RJ0518
 RJ0518  VERT ORDER  -  FIRST     CLASS 0
 RJ0518
 RJ0518.The horizontal coordinates were scaled from a topographic map and have
 RJ0518.an estimated accuracy of +/- 6 seconds.
 RJ0518
 RJ0518.The orthometric height was determined by differential leveling
 RJ0518.and adjusted by the National Geodetic Survey in June 1991..
 RJ0518
 RJ0518.The geoid height was determined by GEOID03.
 RJ0518
 RJ0518.The dynamic height is computed by dividing the NAVD 88
 RJ0518.geopotential number by the normal gravity value computed on the
 RJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0518.degrees latitude (g = 980.6199 gals.).
 RJ0518
 RJ0518.The modeled gravity was interpolated from observed gravity values.
 RJ0518
 RJ0518;                    North         East    Units  Estimated Accuracy
 RJ0518;SPC MI N     -   147,160.    8,090,370.      MT  (+/- 180 meters Scaled)
 RJ0518
 RJ0518                          SUPERSEDED SURVEY CONTROL
 RJ0518
 RJ0518  NGVD 29 (??/??/92)  225.363  (m)          739.38   (f) ADJ UNCH    1 0
 RJ0518
 RJ0518.Superseded values are not recommended for survey control.
 RJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0518.See file dsdata.txt to determine how the superseded data were derived.
 RJ0518
 RJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES903059(NAD 83)
 RJ0518_MARKER: DB = BENCH MARK DISK
 RJ0518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0518_SP_SET: CULVERT
 RJ0518_STAMPING: H 202 1972
 RJ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0518+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0518
 RJ0518  HISTORY     - Date     Condition        Report By
 RJ0518  HISTORY     - 1972     MONUMENTED       NGS
 RJ0518  HISTORY     - 20021030 GOOD             MIDT
 RJ0518  HISTORY     - 20021111 GOOD             USPSQD
 RJ0518  HISTORY     - 20040416 GOOD             USPSQD
 RJ0518  HISTORY     - 20060915 GOOD             USPSQD
 RJ0518
 RJ0518                          STATION DESCRIPTION
 RJ0518
 RJ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0518'6.8 MI W FROM GOULD CITY.
 RJ0518'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0518'OFFICE AT GOULD CITY, THENCE 6.45 MILES WEST ALONG U.S. HIGHWAY
 RJ0518'2, 1.1 MILE WEST OF THE JUNCTION OF MILAKOKIA LAKE ROAD, 0.55
 RJ0518'MILE EAST OF THE JUNCTION OF A GRAVELED ROAD LEADING SOUTH,
 RJ0518'33 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 RJ0518'TOP OF THE CENTER OF THE NORTH CONCRETE HEADWALL FOR AN
 RJ0518'8-BY-5-FOOT BOX TYPE CULVERT UNDER THE HIGHWAY AND 3 FEET BELOW
 RJ0518'THE LEVEL OF THE HIGHWAY.  SEC 20, T 43 N, R 12 W.
 RJ0518
 RJ0518                          STATION RECOVERY (2002)
 RJ0518
 RJ0518'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0518'PLACED CARSONITE NGS WITNESS POST 1 FOOT SOUTH OF DISK
 RJ0518
 RJ0518                          STATION RECOVERY (2002)
 RJ0518
 RJ0518'RECOVERY NOTE BY US POWER SQUADRON 2002
 RJ0518'RECOVERED IN GOOD CONDITION.
 RJ0518
 RJ0518                          STATION RECOVERY (2004)
 RJ0518
 RJ0518'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0518'RECOVERED IN GOOD CONDITION.
 RJ0518
 RJ0518                          STATION RECOVERY (2006)
 RJ0518
 RJ0518'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0044 ***********************************************************************
 QL0044  DESIGNATION -  H 203
 QL0044  PID         -  QL0044
 QL0044  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0044  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0044
 QL0044                         *CURRENT SURVEY CONTROL
 QL0044  ___________________________________________________________________
 QL0044* NAD 83(1986)-  45 57 15.     (N)    086 13 35.     (W)     SCALED    
 QL0044* NAVD 88     -       178.594  (meters)     585.94   (feet)  ADJUSTED  
 QL0044  ___________________________________________________________________
 QL0044  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QL0044  DYNAMIC HT  -         178.599 (meters)     585.95  (feet)  COMP
 QL0044  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 QL0044
 QL0044  VERT ORDER  -  FIRST     CLASS 0
 QL0044
 QL0044.The horizontal coordinates were scaled from a topographic map and have
 QL0044.an estimated accuracy of +/- 6 seconds.
 QL0044
 QL0044.The orthometric height was determined by differential leveling
 QL0044.and adjusted by the National Geodetic Survey in June 1991..
 QL0044
 QL0044.The geoid height was determined by GEOID03.
 QL0044
 QL0044.The dynamic height is computed by dividing the NAVD 88
 QL0044.geopotential number by the normal gravity value computed on the
 QL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0044.degrees latitude (g = 980.6199 gals.).
 QL0044
 QL0044.The modeled gravity was interpolated from observed gravity values.
 QL0044
 QL0044;                    North         East    Units  Estimated Accuracy
 QL0044;SPC MI N     -   130,420.    8,059,970.      MT  (+/- 180 meters Scaled)
 QL0044
 QL0044                          SUPERSEDED SURVEY CONTROL
 QL0044
 QL0044  NGVD 29 (??/??/92)  178.62   (m)          586.0    (f) COMPUTED    1 0
 QL0044
 QL0044.Superseded values are not recommended for survey control.
 QL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0044.See file dsdata.txt to determine how the superseded data were derived.
 QL0044
 QL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER599892(NAD 83)
 QL0044_MARKER: DB = BENCH MARK DISK
 QL0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0044_SP_SET: STEEL ROD
 QL0044_STAMPING: H 203 1972
 QL0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0044
 QL0044  HISTORY     - Date     Condition        Report By
 QL0044  HISTORY     - 1972     MONUMENTED       NGS
 QL0044  HISTORY     - 1978     GOOD             MIDH
 QL0044  HISTORY     - 20021112 GOOD             USPSQD
 QL0044  HISTORY     - 20040416 GOOD             USPSQD
 QL0044  HISTORY     - 20051117 GOOD             USPSQD
 QL0044
 QL0044                          STATION DESCRIPTION
 QL0044
 QL0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0044'1.6 MI E FROM MANISTIQUE.
 QL0044'ABOUT 1.6 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0044'AT MANISTIQUE, 57 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 QL0044'OF THE HIGHWAY AND MANISTIQUE AVENUE, 55 FEET SOUTHEAST OF THE
 QL0044'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE
 QL0044'OF A TRACK ROAD LEADING TO BEACH AND LAKE MICHIGAN, 16 FEET
 QL0044'SOUTH OF THE SOUTHEAST END OF A CONCRETE HEADWALL FOR A PIPE
 QL0044'CULVERT, 3 FEET SOUTHWEST OF A FORKED BIRCH TREE, 1 FOOT SOUTHEAST
 QL0044'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A
 QL0044'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS GROUTED
 QL0044'IN BEDROCK, FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN
 QL0044'A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 QL0044'GROUND.  THE LENGTH OF THE STEEL ROD THAT THE MARK IS FASTENED
 QL0044'TO IS 4-FOOT.  SECTION 8, T41N, R15W.
 QL0044
 QL0044                          STATION RECOVERY (1978)
 QL0044
 QL0044'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 QL0044'RECOVERED IN GOOD CONDITION.
 QL0044
 QL0044                          STATION RECOVERY (2002)
 QL0044
 QL0044'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0044'RECOVERED IN GOOD CONDITION.
 QL0044
 QL0044                          STATION RECOVERY (2004)
 QL0044
 QL0044'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0044' 
 QL0044' 
 QL0044' 
 QL0044' 
 QL0044' 
 QL0044' 
 QL0044
 QL0044                          STATION RECOVERY (2005)
 QL0044
 QL0044'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0107 ***********************************************************************
 QL0107  DESIGNATION -  H 204
 QL0107  PID         -  QL0107
 QL0107  STATE/COUNTY-  MI/DELTA
 QL0107  USGS QUAD   -  ST JACQUES (1985)
 QL0107
 QL0107                         *CURRENT SURVEY CONTROL
 QL0107  ___________________________________________________________________
 QL0107* NAD 83(1986)-  45 53 43.     (N)    086 41 50.     (W)     SCALED    
 QL0107* NAVD 88     -       189.504  (meters)     621.73   (feet)  ADJUSTED  
 QL0107  ___________________________________________________________________
 QL0107  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0107  DYNAMIC HT  -         189.505 (meters)     621.73  (feet)  COMP
 QL0107  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 QL0107
 QL0107  VERT ORDER  -  FIRST     CLASS 0
 QL0107
 QL0107.The horizontal coordinates were scaled from a topographic map and have
 QL0107.an estimated accuracy of +/- 6 seconds.
 QL0107
 QL0107.The orthometric height was determined by differential leveling
 QL0107.and adjusted by the National Geodetic Survey in June 1991..
 QL0107
 QL0107.The geoid height was determined by GEOID03.
 QL0107
 QL0107.The dynamic height is computed by dividing the NAVD 88
 QL0107.geopotential number by the normal gravity value computed on the
 QL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0107.degrees latitude (g = 980.6199 gals.).
 QL0107
 QL0107.The modeled gravity was interpolated from observed gravity values.
 QL0107
 QL0107;                    North         East    Units  Estimated Accuracy
 QL0107;SPC MI N     -   123,630.    8,023,500.      MT  (+/- 180 meters Scaled)
 QL0107
 QL0107                          SUPERSEDED SURVEY CONTROL
 QL0107
 QL0107  NGVD 29 (??/??/92)  189.50   (m)          621.7    (f) COMPUTED    1 0
 QL0107
 QL0107.Superseded values are not recommended for survey control.
 QL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0107.See file dsdata.txt to determine how the superseded data were derived.
 QL0107
 QL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER234824(NAD 83)
 QL0107_MARKER: DB = BENCH MARK DISK
 QL0107_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0107_SP_SET: 32 FT
 QL0107_STAMPING: H 204 1972
 QL0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0107+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0107
 QL0107  HISTORY     - Date     Condition        Report By
 QL0107  HISTORY     - 1972     MONUMENTED       NGS
 QL0107  HISTORY     - 20020311 GOOD             MIDT
 QL0107  HISTORY     - 20060918 GOOD             USPSQD
 QL0107
 QL0107                          STATION DESCRIPTION
 QL0107
 QL0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0107'11.2 MI W FROM COOKS.
 QL0107'ABOUT 11.25 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0107'COUNTY ROAD 442 AT COOKS, 0.6 MILE EAST OF THE JUNCTION OF COUNTY
 QL0107'ROAD 497 LEADING SOUTH, 22 1/2 FEET SOUTH OF THE SOUTH RAIL OF
 QL0107'THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, ABOUT 125
 QL0107'FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 2 UNDER
 QL0107'CONSTRUCTION, 52 1/2 FEET NORTH OF THE CENTER LINE OF THE PRESENT
 QL0107'U.S. HIGHWAY 2, 3 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 QL0107'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 QL0107'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QL0107'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT
 QL0107'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QL0107'DRIVEN TO A DEPTH OF 32 FEET.  SECTION 6, T 40 N, R 19 W.
 QL0107
 QL0107                          STATION RECOVERY (2002)
 QL0107
 QL0107'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0107'MARK IS 0.42 MILE EAST ALONG US HWY 2 FROM NAT'L FOREST HIGHWAY 13.
 QL0107'NOTE-TELEPHONE IN 1972 DESC. IS GONE.
 QL0107
 QL0107                          STATION RECOVERY (2006)
 QL0107
 QL0107'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0193 ***********************************************************************
 QL0193  DESIGNATION -  H 205
 QL0193  PID         -  QL0193
 QL0193  STATE/COUNTY-  MI/DELTA
 QL0193  USGS QUAD   -  GLADSTONE (1985)
 QL0193
 QL0193                         *CURRENT SURVEY CONTROL
 QL0193  ___________________________________________________________________
 QL0193* NAD 83(1986)-  45 51 12.     (N)    087 01 30.     (W)     SCALED    
 QL0193* NAVD 88     -       181.683  (meters)     596.07   (feet)  ADJUSTED  
 QL0193  ___________________________________________________________________
 QL0193  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QL0193  DYNAMIC HT  -         181.684 (meters)     596.07  (feet)  COMP
 QL0193  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 QL0193
 QL0193  VERT ORDER  -  FIRST     CLASS 0
 QL0193
 QL0193.The horizontal coordinates were scaled from a topographic map and have
 QL0193.an estimated accuracy of +/- 6 seconds.
 QL0193
 QL0193.The orthometric height was determined by differential leveling
 QL0193.and adjusted by the National Geodetic Survey in June 1991..
 QL0193
 QL0193.The geoid height was determined by GEOID03.
 QL0193
 QL0193.The dynamic height is computed by dividing the NAVD 88
 QL0193.geopotential number by the normal gravity value computed on the
 QL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0193.degrees latitude (g = 980.6199 gals.).
 QL0193
 QL0193.The modeled gravity was interpolated from observed gravity values.
 QL0193
 QL0193;                    North         East    Units  Estimated Accuracy
 QL0193;SPC MI N     -   118,930.    7,998,060.      MT  (+/- 180 meters Scaled)
 QL0193
 QL0193                          SUPERSEDED SURVEY CONTROL
 QL0193
 QL0193.No superseded survey control is available for this station.
 QL0193
 QL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR980777(NAD 83)
 QL0193_MARKER: DB = BENCH MARK DISK
 QL0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0193_SP_SET: BRIDGE SET
 QL0193_STAMPING: H 205 1972
 QL0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0193
 QL0193  HISTORY     - Date     Condition        Report By
 QL0193  HISTORY     - 1972     MONUMENTED       NGS
 QL0193  HISTORY     - 1975     GOOD             NOS
 QL0193  HISTORY     - 1977     GOOD             MIDH
 QL0193  HISTORY     - 20020713 GOOD             USPSQD
 QL0193  HISTORY     - 20050912 GOOD             USPSQD
 QL0193
 QL0193                          STATION DESCRIPTION
 QL0193
 QL0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0193'0.7 MI NE FROM GLADSTONE.
 QL0193'ABOUT 0.7 MILE NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0193'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, AT THE
 QL0193'4 TH STREET UNDERPASS (STATE HIGHWAY M 351), 7 FEET NORTHWEST
 QL0193'OF THE NORTHWEST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE
 QL0193'WEST END OF THE NORTH CONCRETE BRIDGE SEAT OF BRIDGE NO. 343.28,
 QL0193'0.8 FOOT NORTHEAST OF THE NORTHEAST BASE OF THE NORTHWEST STEEL
 QL0193'GIRDER OF BRIDGE AND 3.8 FEET BELOW THE TOP OF RAIL.  SECTION 21,
 QL0193'T 40 N, R 22 W.
 QL0193
 QL0193                          STATION RECOVERY (1975)
 QL0193
 QL0193'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0193'ABOUT 0.7 MILE NORTHEAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULTE
 QL0193'STE. MARIE RAILROAD FROM THE STATION AT GLADSTONE, AT THE 4TH STREET
 QL0193'UNDERPASS STATE HIGHWAY M35, 7 FT. NORTHWEST OF THE NORTHWESTERLY RAIL
 QL0193'OF THE MAIN TRACK, IN TOP OF THE WEST END OF THE NORTH CONCRETE BRIDGE
 QL0193'SEAT OF BRIDGE NUMBER 343.28, 0.8 FT. NORTHEAST OF THE NORTHEAST BASE
 QL0193'OF THE NORTHWEST STEEL GIRDER OF BRIDGE, 3.8 FT. BELOW THE TOP OF
 QL0193'RAIL.
 QL0193
 QL0193                          STATION RECOVERY (1977)
 QL0193
 QL0193'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 QL0193'RECOVERED IN GOOD CONDITION.
 QL0193
 QL0193                          STATION RECOVERY (2002)
 QL0193
 QL0193'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0193'RECOVERED IN GOOD CONDITION.
 QL0193
 QL0193                          STATION RECOVERY (2005)
 QL0193
 QL0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0498 ***********************************************************************
 RJ0498  DESIGNATION -  H 206
 RJ0498  PID         -  RJ0498
 RJ0498  STATE/COUNTY-  MI/MACKINAC
 RJ0498  USGS QUAD   -  ENGADINE (1973)
 RJ0498
 RJ0498                         *CURRENT SURVEY CONTROL
 RJ0498  ___________________________________________________________________
 RJ0498* NAD 83(1986)-  46 06 04.     (N)    085 36 30.     (W)     SCALED    
 RJ0498* NAVD 88     -       209.818  (meters)     688.38   (feet)  ADJUSTED  
 RJ0498  ___________________________________________________________________
 RJ0498  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0498  DYNAMIC HT  -         209.829 (meters)     688.41  (feet)  COMP
 RJ0498  MODELED GRAV-     980,666.2   (mgal)                       NAVD 88
 RJ0498
 RJ0498  VERT ORDER  -  FIRST     CLASS 0
 RJ0498
 RJ0498.The horizontal coordinates were scaled from a topographic map and have
 RJ0498.an estimated accuracy of +/- 6 seconds.
 RJ0498
 RJ0498.The orthometric height was determined by differential leveling
 RJ0498.and adjusted by the National Geodetic Survey in June 1991..
 RJ0498
 RJ0498.The geoid height was determined by GEOID03.
 RJ0498
 RJ0498.The dynamic height is computed by dividing the NAVD 88
 RJ0498.geopotential number by the normal gravity value computed on the
 RJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0498.degrees latitude (g = 980.6199 gals.).
 RJ0498
 RJ0498.The modeled gravity was interpolated from observed gravity values.
 RJ0498
 RJ0498;                    North         East    Units  Estimated Accuracy
 RJ0498;SPC MI N     -   147,410.    8,107,590.      MT  (+/- 180 meters Scaled)
 RJ0498
 RJ0498                          SUPERSEDED SURVEY CONTROL
 RJ0498
 RJ0498  NGVD 29 (??/??/92)  209.79   (m)          688.3    (f) COMPUTED    1 0
 RJ0498
 RJ0498.Superseded values are not recommended for survey control.
 RJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0498.See file dsdata.txt to determine how the superseded data were derived.
 RJ0498
 RJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS075062(NAD 83)
 RJ0498_MARKER: DB = BENCH MARK DISK
 RJ0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0498_SP_SET: CULVERT
 RJ0498_STAMPING: H 206 1972
 RJ0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0498+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0498
 RJ0498  HISTORY     - Date     Condition        Report By
 RJ0498  HISTORY     - 1972     MONUMENTED       NGS
 RJ0498  HISTORY     - 20021030 GOOD             MIDT
 RJ0498  HISTORY     - 20021111 GOOD             USPSQD
 RJ0498  HISTORY     - 20060915 GOOD             USPSQD
 RJ0498
 RJ0498                          STATION DESCRIPTION
 RJ0498
 RJ0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0498'4.8 MI E FROM GOULD CITY.
 RJ0498'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0498'AT GOULD CITY, THENCE 4.4 MILES EAST ALONG U.S. HIGHWAY 2,
 RJ0498'ABOUT 0.6 MILE WEST OF THE JUNCTION OF COUNTY ROAD 1030 (PRICE
 RJ0498'ROAD), SET IN THE TOP OF THE SOUTH EDGE OF A LARGE MASS OF
 RJ0498'BEDROCK THAT COVERS A LARGE AREA, (THE EXPOSED PORTION IS ABOUT
 RJ0498'20 FEET LONG-10 FEET WIDE AND ABOUT FLUSH WITH THE GROUND),
 RJ0498'59 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 RJ0498'NORTHEAST OF THE NORTH END OF AN 18 INCH PIPE CULVERT UNDER
 RJ0498'THE HIGHWAY, 11.8 FEET EAST OF A METAL WITNESS POST, AND ABOUT
 RJ0498'3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0498
 RJ0498                          STATION RECOVERY (2002)
 RJ0498
 RJ0498'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0498'RECOVERED AS DESCRIBED
 RJ0498
 RJ0498                          STATION RECOVERY (2002)
 RJ0498
 RJ0498'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0498'RECOVERED IN GOOD CONDITION.
 RJ0498
 RJ0498                          STATION RECOVERY (2006)
 RJ0498
 RJ0498'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0237 ***********************************************************************
 QL0237  DESIGNATION -  H 207
 QL0237  PID         -  QL0237
 QL0237  STATE/COUNTY-  MI/DELTA
 QL0237  USGS QUAD   -  SEAGULL POINT (1989)
 QL0237
 QL0237                         *CURRENT SURVEY CONTROL
 QL0237  ___________________________________________________________________
 QL0237* NAD 83(1986)-  45 34 05.     (N)    087 15 18.     (W)     SCALED    
 QL0237* NAVD 88     -       186.001  (meters)     610.24   (feet)  ADJUSTED  
 QL0237  ___________________________________________________________________
 QL0237  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 QL0237  DYNAMIC HT  -         185.995 (meters)     610.22  (feet)  COMP
 QL0237  MODELED GRAV-     980,580.5   (mgal)                       NAVD 88
 QL0237
 QL0237  VERT ORDER  -  FIRST     CLASS 0
 QL0237
 QL0237.The horizontal coordinates were scaled from a topographic map and have
 QL0237.an estimated accuracy of +/- 6 seconds.
 QL0237
 QL0237.The orthometric height was determined by differential leveling
 QL0237.and adjusted by the National Geodetic Survey in June 1991..
 QL0237
 QL0237.The geoid height was determined by GEOID03.
 QL0237
 QL0237.The dynamic height is computed by dividing the NAVD 88
 QL0237.geopotential number by the normal gravity value computed on the
 QL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0237.degrees latitude (g = 980.6199 gals.).
 QL0237
 QL0237.The modeled gravity was interpolated from observed gravity values.
 QL0237
 QL0237;                    North         East    Units  Estimated Accuracy
 QL0237;SPC MI N     -    87,250.    7,980,090.      MT  (+/- 180 meters Scaled)
 QL0237
 QL0237                          SUPERSEDED SURVEY CONTROL
 QL0237
 QL0237.No superseded survey control is available for this station.
 QL0237
 QL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR801460(NAD 83)
 QL0237_MARKER: DB = BENCH MARK DISK
 QL0237_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0237_SP_SET: 12 FT
 QL0237_STAMPING: H 207 1972
 QL0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0237+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 QL0237
 QL0237  HISTORY     - Date     Condition        Report By
 QL0237  HISTORY     - 1972     MONUMENTED       NGS
 QL0237  HISTORY     - 1990     GOOD             USPSQD
 QL0237  HISTORY     - 19910425 GOOD             USPSQD
 QL0237  HISTORY     - 19960919 GOOD             USPSQD
 QL0237  HISTORY     - 20011025 GOOD             USPSQD
 QL0237  HISTORY     - 20030411 GOOD             USPSQD
 QL0237  HISTORY     - 20040914 GOOD             DAVWAN
 QL0237  HISTORY     - 20060406 GOOD             USPSQD
 QL0237
 QL0237                          STATION DESCRIPTION
 QL0237
 QL0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0237'12.4 MI NE FROM CEDAR RIVER.
 QL0237'ABOUT 12.35 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0237'POST OFFICE AT CEDAR RIVER, ABOUT 0.9 MILE SOUTHWEST OF A 65-FOOT
 QL0237'LONG BRIDGE OVER BARK RIVER, 68 1/2 FEET WEST OF THE CENTER OF
 QL0237'THE JUNCTION OF THE HIGHWAY AND A NARROW ROAD THAT LEADS TO THE
 QL0237'NORTHEAST AND PARALLELING THE HIGHWAY, 66 FEET NORTHWEST OF THE
 QL0237'CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST OF POWER POLE NO.
 QL0237'12-592E, IN LINE WITH A ROW OF POLES, 1.2 FEET SOUTHWEST OF A
 QL0237'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK
 QL0237'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A
 QL0237'6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF THE
 QL0237'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET.
 QL0237'SECTION 27, T37N, R24W.
 QL0237
 QL0237                          STATION RECOVERY (1990)
 QL0237
 QL0237'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0237'RECOVERED IN GOOD CONDITION.
 QL0237
 QL0237                          STATION RECOVERY (1991)
 QL0237
 QL0237'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0237'RECOVERED IN GOOD CONDITION.
 QL0237
 QL0237                          STATION RECOVERY (1996)
 QL0237
 QL0237'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0237'RECOVERED IN GOOD CONDITION.
 QL0237
 QL0237                          STATION RECOVERY (2001)
 QL0237
 QL0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0237'RECOVERED IN GOOD CONDITION.
 QL0237
 QL0237                          STATION RECOVERY (2003)
 QL0237
 QL0237'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0237'RECOVERED IN GOOD CONDITION.
 QL0237
 QL0237                          STATION RECOVERY (2004)
 QL0237
 QL0237'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0237'RECOVERED IN GOOD CONDITION.
 QL0237
 QL0237                          STATION RECOVERY (2006)
 QL0237
 QL0237'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0328 ***********************************************************************
 QL0328  DESIGNATION -  H 208
 QL0328  PID         -  QL0328
 QL0328  STATE/COUNTY-  MI/MENOMINEE
 QL0328  USGS QUAD   -  BIRCH CREEK (1976)
 QL0328
 QL0328                         *CURRENT SURVEY CONTROL
 QL0328  ___________________________________________________________________
 QL0328* NAD 83(1986)-  45 10 27.     (N)    087 34 22.     (W)     SCALED    
 QL0328* NAVD 88     -       178.205  (meters)     584.66   (feet)  ADJUSTED  
 QL0328  ___________________________________________________________________
 QL0328  GEOID HEIGHT-         -37.01  (meters)                     GEOID03
 QL0328  DYNAMIC HT  -         178.188 (meters)     584.61  (feet)  COMP
 QL0328  MODELED GRAV-     980,518.2   (mgal)                       NAVD 88
 QL0328
 QL0328  VERT ORDER  -  FIRST     CLASS 0
 QL0328
 QL0328.The horizontal coordinates were scaled from a topographic map and have
 QL0328.an estimated accuracy of +/- 6 seconds.
 QL0328
 QL0328.The orthometric height was determined by differential leveling
 QL0328.and adjusted by the National Geodetic Survey in June 1991..
 QL0328
 QL0328.The geoid height was determined by GEOID03.
 QL0328
 QL0328.The dynamic height is computed by dividing the NAVD 88
 QL0328.geopotential number by the normal gravity value computed on the
 QL0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0328.degrees latitude (g = 980.6199 gals.).
 QL0328
 QL0328.The modeled gravity was interpolated from observed gravity values.
 QL0328
 QL0328;                    North         East    Units  Estimated Accuracy
 QL0328;SPC MI N     -    43,600.    7,954,970.      MT  (+/- 180 meters Scaled)
 QL0328
 QL0328                          SUPERSEDED SURVEY CONTROL
 QL0328
 QL0328  NGVD 29 (??/??/92)  178.16   (m)          584.5    (f) COMPUTED    1 0
 QL0328
 QL0328.Superseded values are not recommended for survey control.
 QL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0328.See file dsdata.txt to determine how the superseded data were derived.
 QL0328
 QL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR549024(NAD 83)
 QL0328_MARKER: DV = VERTICAL CONTROL DISK
 QL0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QL0328_SP_SET: CULVERT HEADWALL
 QL0328_STAMPING: H 208 1972
 QL0328_MARK LOGO: NGS   
 QL0328_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0328+STABILITY: SURFACE MOTION
 QL0328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0328+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2002
 QL0328
 QL0328  HISTORY     - Date     Condition        Report By
 QL0328  HISTORY     - 1972     MONUMENTED       NGS
 QL0328  HISTORY     - 1990     GOOD             USPSQD
 QL0328  HISTORY     - 19940426 GOOD             MIDT
 QL0328  HISTORY     - 19961002 GOOD             USPSQD
 QL0328  HISTORY     - 20020420 GOOD             USPSQD
 QL0328  HISTORY     - 20030423 GOOD             USPSQD
 QL0328  HISTORY     - 20040817 GOOD             WILCOX
 QL0328  HISTORY     - 20060406 GOOD             USPSQD
 QL0328
 QL0328                          STATION DESCRIPTION
 QL0328
 QL0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0328'3.6 MI NE FROM MENOMINEE.
 QL0328'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0328'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.3 MILE
 QL0328'SOUTHWEST OF THE JUNCTION OF RANGE LINE ROAD, AT THE OUTSIDE
 QL0328'OF A CURVE, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 QL0328'HEADWALL FOR A 4 FOOT BOX CULVERT UNDER THE HIGHWAY, 35 FEET
 QL0328'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST
 QL0328'OF THE NORTHEAST END OF THE HEADWALL AND 3 FEET BELOW THE LEVEL
 QL0328'OF THE HIGHWAY.  SECTION 12, T 32 N, R 27 W.
 QL0328
 QL0328                          STATION RECOVERY (1990)
 QL0328
 QL0328'RECOVERY NOTE BY US POWER SQUADRON 1990 (LGM)
 QL0328'RECOVERED IN GOOD CONDITION.
 QL0328
 QL0328                          STATION RECOVERY (1994)
 QL0328
 QL0328'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0328'RECOVERED AS DESCRIBED.
 QL0328
 QL0328                          STATION RECOVERY (1996)
 QL0328
 QL0328'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0328'RECOVERED IN GOOD CONDITION.
 QL0328
 QL0328                          STATION RECOVERY (2002)
 QL0328
 QL0328'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0328'RECOVERED IN GOOD CONDITION.
 QL0328
 QL0328                          STATION RECOVERY (2003)
 QL0328
 QL0328'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0328'RECOVERED IN GOOD CONDITION.
 QL0328
 QL0328                          STATION RECOVERY (2004)
 QL0328
 QL0328'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0328'RECOVERED IN GOOD CONDITION.
 QL0328
 QL0328                          STATION RECOVERY (2006)
 QL0328
 QL0328'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0706 ***********************************************************************
 NE0706  DESIGNATION -  H 21
 NE0706  PID         -  NE0706
 NE0706  STATE/COUNTY-  MI/WASHTENAW
 NE0706  USGS QUAD   -  YPSILANTI EAST (1983)
 NE0706
 NE0706                         *CURRENT SURVEY CONTROL
 NE0706  ___________________________________________________________________
 NE0706* NAD 83(1986)-  42 14 54.     (N)    083 33 45.     (W)     SCALED    
 NE0706* NAVD 88     -       225.393  (meters)     739.48   (feet)  ADJUSTED  
 NE0706  ___________________________________________________________________
 NE0706  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE0706  DYNAMIC HT  -         225.324 (meters)     739.25  (feet)  COMP
 NE0706  MODELED GRAV-     980,307.3   (mgal)                       NAVD 88
 NE0706
 NE0706  VERT ORDER  -  FIRST     CLASS II
 NE0706
 NE0706.The horizontal coordinates were scaled from a topographic map and have
 NE0706.an estimated accuracy of +/- 6 seconds.
 NE0706
 NE0706.The orthometric height was determined by differential leveling
 NE0706.and adjusted by the National Geodetic Survey in June 1991..
 NE0706
 NE0706.The geoid height was determined by GEOID03.
 NE0706
 NE0706.The dynamic height is computed by dividing the NAVD 88
 NE0706.geopotential number by the normal gravity value computed on the
 NE0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0706.degrees latitude (g = 980.6199 gals.).
 NE0706
 NE0706.The modeled gravity was interpolated from observed gravity values.
 NE0706
 NE0706;                    North         East    Units  Estimated Accuracy
 NE0706;SPC MI S     -    83,440.    4,066,360.      MT  (+/- 180 meters Scaled)
 NE0706
 NE0706                          SUPERSEDED SURVEY CONTROL
 NE0706
 NE0706  NGVD 29 (??/??/92)  225.521  (m)          739.90   (f) ADJ UNCH    1 2
 NE0706
 NE0706.Superseded values are not recommended for survey control.
 NE0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0706.See file dsdata.txt to determine how the superseded data were derived.
 NE0706
 NE0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG886805(NAD 83)
 NE0706_MARKER: DB = BENCH MARK DISK
 NE0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0706_STAMPING: ELEV 739.897 FT H 21 1916
 NE0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0706+STABILITY: SURFACE MOTION
 NE0706
 NE0706  HISTORY     - Date     Condition        Report By
 NE0706  HISTORY     - 1916     MONUMENTED       CGS
 NE0706  HISTORY     - 1953     MARK NOT FOUND   NGS
 NE0706  HISTORY     - 1953     MARK NOT FOUND   USGS
 NE0706
 NE0706                          STATION DESCRIPTION
 NE0706
 NE0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NE0706'2.7 MI E FROM YPSILANTI.
 NE0706'2.7 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NE0706'STATION AT YPSILANTI, WASHTENAW COUNTY, AT WIARD, AT THE WIARD
 NE0706'ROAD CROSSING, AND NEAR THE NORTHEAST FENCE CORNER.  A STANDARD
 NE0706'DISK, STAMPED ELEV 739.897 FT H 21 1916 AND SET IN THE TOP OF A
 NE0706'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 NE0706
 NE0706                          STATION RECOVERY (1953)
 NE0706
 NE0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 NE0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0258 ***********************************************************************
 QJ0258  DESIGNATION -  H 21 MI 79
 QJ0258  PID         -  QJ0258
 QJ0258  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0258  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0258
 QJ0258                         *CURRENT SURVEY CONTROL
 QJ0258  ___________________________________________________________________
 QJ0258* NAD 83(1994)-  45 20 42.78237(N)    083 28 38.30976(W)     ADJUSTED  
 QJ0258* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 QJ0258  ___________________________________________________________________
 QJ0258  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 QJ0258  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 QJ0258
 QJ0258  HORZ ORDER  -  THIRD
 QJ0258
 QJ0258.The horizontal coordinates were established by classical geodetic methods
 QJ0258.and adjusted by the National Geodetic Survey in February 1997..
 QJ0258
 QJ0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0258
 QJ0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0258
 QJ0258.The geoid height was determined by GEOID03.
 QJ0258
 QJ0258;                    North         East     Units Scale Factor Converg.
 QJ0258;SPC MI C     -   225,796.756 6,069,694.963   MT  0.99993728   +0 37 41.7
 QJ0258;SPC MI C     -   740,803.01 19,913,697.39   iFT  0.99993728   +0 37 41.7
 QJ0258;UTM  17      - 5,024,286.313   305,926.886   MT  1.00006311   -1 45 46.1
 QJ0258
 QJ0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0258!SPC MI C     -   0.99997797  x   0.99993728  =   0.99991525
 QJ0258!UTM  17      -   0.99997797  x   1.00006311  =   1.00004108
 QJ0258
 QJ0258:                Primary Azimuth Mark                     Grid Az
 QJ0258:SPC MI C     -  PRESQUE ISLE LIGHTHOUSE                  316 14 15.7
 QJ0258:UTM  17      -  PRESQUE ISLE LIGHTHOUSE                  318 37 43.5
 QJ0258
 QJ0258|---------------------------------------------------------------------|
 QJ0258| PID    Reference Object                     Distance      Geod. Az  |
 QJ0258|                                                           dddmmss.s |
 QJ0258| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX. 1.7 KM 3165157.4 |
 QJ0258|---------------------------------------------------------------------|
 QJ0258
 QJ0258                          SUPERSEDED SURVEY CONTROL
 QJ0258
 QJ0258  NAD 83(1986)-  45 20 42.77654(N)    083 28 38.31082(W) AD(       ) 3
 QJ0258  NAD 27      -  45 20 42.72534(N)    083 28 38.37746(W) AD(       ) 3
 QJ0258  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 QJ0258
 QJ0258.Superseded values are not recommended for survey control.
 QJ0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0258.See file dsdata.txt to determine how the superseded data were derived.
 QJ0258
 QJ0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0592724286(NAD 83)
 QJ0258_MARKER: DE = TRAVERSE STATION DISK
 QJ0258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0258_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0258_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0258
 QJ0258  HISTORY     - Date     Condition        Report By
 QJ0258  HISTORY     - 1979     MONUMENTED       NOS
 QJ0258  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 QJ0258  HISTORY     - 19990816 MARK NOT FOUND   USPSQD
 QJ0258
 QJ0258                          STATION DESCRIPTION
 QJ0258
 QJ0258'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0258'THE STATION IS LOCATED JUST NORTH OF PRESQUE ISLE HARBOR
 QJ0258'ON TH  EAST SIDE OF THE PRESQUE ISLE PENINSULA.
 QJ0258'
 QJ0258'TO REACH THE STATION FROM THE POST OFFICE AT PRESQUE ISLE
 QJ0258'GO NORTH ON GRAND LAKE ROAD 3.80 MILES,PAST THE HARBOR
 QJ0258'FACILITIES, TO A PRIVATE ROAD INTO A HISTORIC MUSEUM AND
 QJ0258'LIGHTHOUSE , TURN RIGHT ON THE PRIVATE ROAD AND GO FOR
 QJ0258'0.30 MILES TO A JUNCTION WITH A PRIVATE ROAD TO THE LEFT
 QJ0258'THIS ROAD IS OWNED BY THE STEBBINS FAMILY. TURN LEFT AND
 QJ0258'CONTINUE ON FOR 0.20 MILES AND THE STATION ON THE RIGHT.
 QJ0258'
 QJ0258'THE STATION IS STAMPED---H 21 MI 79---,AND IS A NOS
 QJ0258'STANDARD ALUMINUM DISK ATTACHED TO A 42 INCH ALUMINUM ROD
 QJ0258'WHICH IS DRIVEN INTO THE GROUND AND SURROUNDED BY A MASS
 QJ0258'OF CONCRETE. THE TOP OF THE DISK IS FLUSH WITH THE TOP
 QJ0258'OF THE CONCRETE WHICH IS 12 INCHES IN DIAMETER.
 QJ0258'
 QJ0258'THE STATION IS ON A POINT OF LAND ABOUT 200 FEET NORTH
 QJ0258'OF THE OLD PRESQUE ISLE LIGHTHOUSE. IT IS 33.5 FEET
 QJ0258'SOUTHEAST OF THE NORTHEAST CORNER OF THE STEBBINS
 QJ0258'HOUSE, 28.3 FEET EAST OF THE SOUTHEAST CORNER OF THE
 QJ0258'HOUSE, 27.3 FEET NORTH OF A FLAGPOLE, AND 18.53 FEET
 QJ0258'SOUTH OF A NOS WITNESS POST SIGN ON A 1 1/2 FOOT METAL
 QJ0258'FENCE POST. THE STATION IS ABOUT 20 FEET FROM THE
 QJ0258'EXISTING SHORELINE.
 QJ0258'
 QJ0258'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.73 METERS.
 QJ0258'
 QJ0258'DESCRIBED BY B.DECROIX.
 QJ0258
 QJ0258                          STATION RECOVERY (1997)
 QJ0258
 QJ0258'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0258'MARK NOT FOUND.
 QJ0258
 QJ0258                          STATION RECOVERY (1999)
 QJ0258
 QJ0258'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0174 ***********************************************************************
 RK0174  DESIGNATION -  H 22
 RK0174  PID         -  RK0174
 RK0174  STATE/COUNTY-  MI/MARQUETTE
 RK0174  USGS QUAD   -  HELENA (1989)
 RK0174
 RK0174                         *CURRENT SURVEY CONTROL
 RK0174  ___________________________________________________________________
 RK0174* NAD 83(1986)-  46 14 51.     (N)    087 17 34.     (W)     SCALED    
 RK0174* NAVD 88     -       338.185  (meters)    1109.53   (feet)  POSTED    
 RK0174  ___________________________________________________________________
 RK0174  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 RK0174  DYNAMIC HT  -         338.190 (meters)    1109.55  (feet)  COMP
 RK0174  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RK0174
 RK0174  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 RK0174
 RK0174.The horizontal coordinates were scaled from a topographic map and have
 RK0174.an estimated accuracy of +/- 6 seconds.
 RK0174
 RK0174.The orthometric height was determined by differential leveling
 RK0174.and adjusted by the National Geodetic Survey in 1992..
 RK0174.No vertical observational check was made to the station.
 RK0174.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 RK0174.was located on a no-check spur therefore a value was not computed.
 RK0174
 RK0174.The geoid height was determined by GEOID03.
 RK0174
 RK0174.The dynamic height is computed by dividing the NAVD 88
 RK0174.geopotential number by the normal gravity value computed on the
 RK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0174.degrees latitude (g = 980.6199 gals.).
 RK0174
 RK0174.The modeled gravity was interpolated from observed gravity values.
 RK0174
 RK0174;                    North         East    Units  Estimated Accuracy
 RK0174;SPC MI N     -   162,780.    7,977,420.      MT  (+/- 180 meters Scaled)
 RK0174
 RK0174                          SUPERSEDED SURVEY CONTROL
 RK0174
 RK0174  NGVD 29 (??/??/92)  338.010  (m)         1108.95   (f) ADJ UNCH    1 2
 RK0174
 RK0174.Superseded values are not recommended for survey control.
 RK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0174.See file dsdata.txt to determine how the superseded data were derived.
 RK0174
 RK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS774215(NAD 83)
 RK0174_MARKER: DB = BENCH MARK DISK
 RK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0174_STAMPING: ELEV 1108.954 FT H 22 1917
 RK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0174+STABILITY: SURFACE MOTION
 RK0174
 RK0174  HISTORY     - Date     Condition        Report By
 RK0174  HISTORY     - 1917     MONUMENTED       CGS
 RK0174  HISTORY     - 1934     GOOD             NGS
 RK0174
 RK0174                          STATION DESCRIPTION
 RK0174
 RK0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0174'AT CYR.
 RK0174'AT CYR, MARQUETTE COUNTY, 6 FEET NORTH OF THE CHICAGO AND
 RK0174'NORTH WESTERN RAILWAY STATION SIGN, 14 FEET WEST OF THE CENTERLINE
 RK0174'OF THE MAIN TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 RK0174'DISK, STAMPED ELEV. 1108.954 FT. H 22 1917 AND SET IN THE TOP
 RK0174'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0147 ***********************************************************************
 QJ0147  DESIGNATION -  H 22 MI 79
 QJ0147  PID         -  QJ0147
 QJ0147  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0147  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0147
 QJ0147                         *CURRENT SURVEY CONTROL
 QJ0147  ___________________________________________________________________
 QJ0147* NAD 83(1986)-  45 20 31.     (N)    083 28 41.     (W)     SCALED    
 QJ0147* NAVD 88     -       177.449  (meters)     582.18   (feet)  ADJUSTED  
 QJ0147  ___________________________________________________________________
 QJ0147  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0147  DYNAMIC HT  -         177.440 (meters)     582.15  (feet)  COMP
 QJ0147  MODELED GRAV-     980,563.2   (mgal)                       NAVD 88
 QJ0147
 QJ0147  VERT ORDER  -  FIRST     CLASS II
 QJ0147
 QJ0147.The horizontal coordinates were scaled from a topographic map and have
 QJ0147.an estimated accuracy of +/- 6 seconds.
 QJ0147
 QJ0147.The orthometric height was determined by differential leveling
 QJ0147.and adjusted by the National Geodetic Survey in June 1991..
 QJ0147
 QJ0147.The geoid height was determined by GEOID03.
 QJ0147
 QJ0147.The dynamic height is computed by dividing the NAVD 88
 QJ0147.geopotential number by the normal gravity value computed on the
 QJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0147.degrees latitude (g = 980.6199 gals.).
 QJ0147
 QJ0147.The modeled gravity was interpolated from observed gravity values.
 QJ0147
 QJ0147;                    North         East    Units  Estimated Accuracy
 QJ0147;SPC MI C     -   225,430.    6,069,640.      MT  (+/- 180 meters Scaled)
 QJ0147
 QJ0147                          SUPERSEDED SURVEY CONTROL
 QJ0147
 QJ0147.No superseded survey control is available for this station.
 QJ0147
 QJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL058239(NAD 83)
 QJ0147_MARKER: DD = SURVEY DISK
 QJ0147_SETTING: 80 = SET IN A BOULDER
 QJ0147_SP_SET: BOULDER
 QJ0147_STAMPING: H 22 MI 79
 QJ0147_MARK LOGO: NOS   
 QJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0147+STABILITY: SURFACE MOTION
 QJ0147
 QJ0147  HISTORY     - Date     Condition        Report By
 QJ0147  HISTORY     - 1979     MONUMENTED       NOS
 QJ0147  HISTORY     - 1983     GOOD             NGS
 QJ0147  HISTORY     - 19971011 GOOD             USPSQD
 QJ0147  HISTORY     - 19990816 GOOD             USPSQD
 QJ0147
 QJ0147                          STATION DESCRIPTION
 QJ0147
 QJ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0147'33.2 KM (20.60 MI) SE FROM ROGERS CITY.
 QJ0147'4.9 KM (3.05 MI) SOUTHWEST ALONG THIRD STREET AND BUSINESS U.S.
 QJ0147'HIGHWAY 23 FROM THE POST OFFICE IN ROGERS CITY, THENCE 19.6 KM
 QJ0147'(12.2 MI) SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 6.8 KM (4.2 MI) EAST
 QJ0147'ALONG HIGHLAND PINE ROAD AND EAST COUNTY HIGHWAY 638, THENCE 1.3 KM
 QJ0147'(0.8 MI) NORTHEAST ALONG COUNTY ROAD 405 (GRAND LAKE ROAD), THENCE
 QJ0147'0.55 KM (0.35 MI) EAST ALONG THE EXIT ROAD LEADING TO THE PRESQUE ISLE
 QJ0147'OLD LIGHTHOUSE TOWER, SET IN TOP OF A 0.76-METER (2.5-FT) BY
 QJ0147'0.91-METER (3.0-FT) GRANITE BOULDER, 2.43 METERS (8.0 FT) NORTH OF THE
 QJ0147'EDGE OF THE WATER, 23.25 METERS (76.3 FT) SOUTHEAST OF BENCH MARK PI 2
 QJ0147'IN THE LIGHTHOUSE TOWER, AND 12.49 METERS (41.0 FT) SOUTH-SOUTHEAST OF
 QJ0147'THE CENTER OF A HUGE BRASS BELL.
 QJ0147'THE MARK IS 0.30 M ABOVE GROUND.
 QJ0147
 QJ0147                          STATION RECOVERY (1997)
 QJ0147
 QJ0147'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0147'RECOVERED IN GOOD CONDITION.
 QJ0147
 QJ0147                          STATION RECOVERY (1999)
 QJ0147
 QJ0147'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0259 ***********************************************************************
 QJ0259  DESIGNATION -  H 22 MI 79
 QJ0259  PID         -  QJ0259
 QJ0259  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0259  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0259
 QJ0259                         *CURRENT SURVEY CONTROL
 QJ0259  ___________________________________________________________________
 QJ0259* NAD 83(1994)-  45 20 30.78808(N)    083 28 40.92603(W)     ADJUSTED  
 QJ0259* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 QJ0259  ___________________________________________________________________
 QJ0259  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 QJ0259  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0259
 QJ0259  HORZ ORDER  -  THIRD
 QJ0259
 QJ0259.The horizontal coordinates were established by classical geodetic methods
 QJ0259.and adjusted by the National Geodetic Survey in February 1997..
 QJ0259
 QJ0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0259
 QJ0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0259
 QJ0259.The geoid height was determined by GEOID03.
 QJ0259
 QJ0259;                    North         East     Units Scale Factor Converg.
 QJ0259;SPC MI C     -   225,425.892 6,069,642.070   MT  0.99993687   +0 37 39.8
 QJ0259;SPC MI C     -   739,586.26 19,913,523.85   iFT  0.99993687   +0 37 39.8
 QJ0259;UTM  17      - 5,023,917.932   305,858.559   MT  1.00006344   -1 45 47.5
 QJ0259
 QJ0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0259!SPC MI C     -   0.99997792  x   0.99993687  =   0.99991479
 QJ0259!UTM  17      -   0.99997792  x   1.00006344  =   1.00004136
 QJ0259
 QJ0259:                Primary Azimuth Mark                     Grid Az
 QJ0259:SPC MI C     -  GARRITY USLS                             262 12 16.6
 QJ0259:UTM  17      -  GARRITY USLS                             264 35 43.9
 QJ0259
 QJ0259|---------------------------------------------------------------------|
 QJ0259| PID    Reference Object                     Distance      Geod. Az  |
 QJ0259|                                                           dddmmss.s |
 QJ0259| QJ0261 GARRITY USLS                        APPROX. 0.9 KM 2624956.4 |
 QJ0259| QJ0260 OLD PRESQUE ISLE LIGHTHOUSE          22.433 METERS 31142     |
 QJ0259|---------------------------------------------------------------------|
 QJ0259
 QJ0259                          SUPERSEDED SURVEY CONTROL
 QJ0259
 QJ0259  NAD 83(1986)-  45 20 30.78224(N)    083 28 40.92698(W) AD(       ) 3
 QJ0259  NAD 27      -  45 20 30.73089(N)    083 28 40.99340(W) AD(       ) 3
 QJ0259  NGVD 29 (07/19/86)  177.9    (m)          584.     (f) VERT ANG       
 QJ0259
 QJ0259.Superseded values are not recommended for survey control.
 QJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0259.See file dsdata.txt to determine how the superseded data were derived.
 QJ0259
 QJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0585923918(NAD 83)
 QJ0259_MARKER: DE = TRAVERSE STATION DISK
 QJ0259_SETTING: 80 = SET IN A BOULDER
 QJ0259_SP_SET: SET IN DRILL HOLE IN A BOULDER
 QJ0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0259+STABILITY: SURFACE MOTION
 QJ0259
 QJ0259  HISTORY     - Date     Condition        Report By
 QJ0259  HISTORY     - 1979     MONUMENTED       NOS
 QJ0259  HISTORY     - 1980     GOOD             NOS
 QJ0259  HISTORY     - 19971011 GOOD             USPSQD
 QJ0259  HISTORY     - 19990816 GOOD             USPSQD
 QJ0259
 QJ0259                          STATION DESCRIPTION
 QJ0259
 QJ0259'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0259'STATION IS LOCATED AT PRESQUE ISLE HARBOR ABOUT 2.75
 QJ0259'MILES NORTH OF THE TOWN OF PRESQUE ISLE.
 QJ0259'
 QJ0259'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0259'ISLE GO NORTH FOR 2.4 MILES ON GRAND LAKE ROAD TO THE
 QJ0259'INTERSECTION OF COUNTY ROAD 638. CONTINUE ON GRAND
 QJ0259'LAKE ROAD FOR ANOTHER 0.90 MILES TO A PRIVATE ROAD TO
 QJ0259'THE RIGHT. THIS ROAD IS THE ENTRANCE TO A HISTORIC
 QJ0259'OLD LIGHTHOUSE AND MUSEUM. TURN RIGHT AND GO 0.08 MILES
 QJ0259'TO THE MUSEUM PARKING AREA. WALK FOR APPROXIMATELY 500
 QJ0259'FEET TO THE SOUTH SIDE OF THE MUSEUM AND THE AREA OF THE
 QJ0259'STATION.
 QJ0259'
 QJ0259'THE STATION IS A BRONZE DISK CEMENTED INTO A DRILL HOLE
 QJ0259'ON TOP OF A 2 FOOT BY 3 FOOT GREY BOULDER ONE FOOT ABOVE
 QJ0259'THE GROUND. THE STATION IS STAMPED---H 22 MI 79---.
 QJ0259'
 QJ0259'THE STATION IS 76.0 FEET EAST-SOUTHEAST OF BENCHMARK
 QJ0259'P.I.(1935) ON SOUTHERLY SIDE OF OLD PRESQUE ISLE
 QJ0259'LIGHTHOUSE, 32.5 FEET SOUTHEAST OF SOUTHEAST CORNER
 QJ0259'OF EASTERLY FOUNDATIONS SUPPORTING LARGE BELL, AND
 QJ0259'6 FEET NORTH OF THE SHORELINE.
 QJ0259'
 QJ0259'HEIGHT OF LIGHT ABOVE STATION WAS 1.41
 QJ0259'
 QJ0259'DESCRIBED BY B.DECROIX.
 QJ0259
 QJ0259                          STATION RECOVERY (1980)
 QJ0259
 QJ0259'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 QJ0259'THE STATION, H 22 MI 79, WAS RECOVERED IN GOOD CONDITION AS
 QJ0259'DESCRIBED IN 1979 DESCRIPTION.
 QJ0259'
 QJ0259'RECOVERED BY T KUCHCIAK.
 QJ0259'
 QJ0259'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.30 METERS.
 QJ0259
 QJ0259                          STATION RECOVERY (1997)
 QJ0259
 QJ0259'RECOVERY NOTE BY US POWER SQUADRON 1997
 QJ0259'RECOVERED IN GOOD CONDITION.
 QJ0259
 QJ0259                          STATION RECOVERY (1999)
 QJ0259
 QJ0259'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0257 ***********************************************************************
 QJ0257  DESIGNATION -  H 22B MI 79
 QJ0257  PID         -  QJ0257
 QJ0257  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0257  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0257
 QJ0257                         *CURRENT SURVEY CONTROL
 QJ0257  ___________________________________________________________________
 QJ0257* NAD 83(1994)-  45 19 50.55312(N)    083 27 48.81088(W)     ADJUSTED  
 QJ0257* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 QJ0257  ___________________________________________________________________
 QJ0257  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 QJ0257  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QJ0257
 QJ0257  HORZ ORDER  -  THIRD
 QJ0257
 QJ0257.The horizontal coordinates were established by classical geodetic methods
 QJ0257.and adjusted by the National Geodetic Survey in February 1997..
 QJ0257
 QJ0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0257
 QJ0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0257
 QJ0257.The geoid height was determined by GEOID03.
 QJ0257
 QJ0257;                    North         East     Units Scale Factor Converg.
 QJ0257;SPC MI C     -   224,196.455 6,070,790.371   MT  0.99993553   +0 38 16.7
 QJ0257;SPC MI C     -   735,552.67 19,917,291.24   iFT  0.99993553   +0 38 16.7
 QJ0257;UTM  17      - 5,022,641.506   306,954.712   MT  1.00005822   -1 45 09.2
 QJ0257
 QJ0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0257!SPC MI C     -   0.99997786  x   0.99993553  =   0.99991339
 QJ0257!UTM  17      -   0.99997786  x   1.00005822  =   1.00003607
 QJ0257
 QJ0257:                Primary Azimuth Mark                     Grid Az
 QJ0257:SPC MI C     -  H 22 MI 79                               316 57 15.8
 QJ0257:UTM  17      -  H 22 MI 79                               319 20 41.7
 QJ0257
 QJ0257|---------------------------------------------------------------------|
 QJ0257| PID    Reference Object                     Distance      Geod. Az  |
 QJ0257|                                                           dddmmss.s |
 QJ0257| QJ0259 H 22 MI 79                          APPROX. 1.7 KM 3173532.5 |
 QJ0257| QJ0247 PRESQUE ISLE LIGHTHOUSE             APPROX. 3.6 KM 3215037.3 |
 QJ0257|---------------------------------------------------------------------|
 QJ0257
 QJ0257                          SUPERSEDED SURVEY CONTROL
 QJ0257
 QJ0257  NAD 83(1986)-  45 19 50.54748(N)    083 27 48.81161(W) AD(       ) 3
 QJ0257  NAD 27      -  45 19 50.49590(N)    083 27 48.88017(W) AD(       ) 3
 QJ0257  NGVD 29 (07/19/86)  178.3    (m)          585.     (f) VERT ANG       
 QJ0257
 QJ0257.Superseded values are not recommended for survey control.
 QJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0257.See file dsdata.txt to determine how the superseded data were derived.
 QJ0257
 QJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0695522642(NAD 83)
 QJ0257_MARKER: DE = TRAVERSE STATION DISK
 QJ0257_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0257_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QJ0257_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0257
 QJ0257  HISTORY     - Date     Condition        Report By
 QJ0257  HISTORY     - 1979     MONUMENTED       NOS
 QJ0257
 QJ0257                          STATION DESCRIPTION
 QJ0257
 QJ0257'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0257'STATION IS LOCATED ABOUT 2 MILES NORTH-NORTHEAST OF
 QJ0257'PRESQUE ISLE, 1/2 MILE SOUTHEAST OF ENTRANCE TO PRESQUE
 QJ0257'ISLE HARBOR, AND ON A POINT OF LAND COMMONLY CALLED
 QJ0257'NORTH ALBANY POINT.
 QJ0257'
 QJ0257'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0257'ISLE GO NORTH ON GRAND LAKE ROAD FOR 1.5 MILES TO
 QJ0257'KAUFFMAN BLVD. TURN RIGHT AND GO 0.35 MILES TO A FORK
 QJ0257'IN THE ROAD NEAR A CEMETARY. TURN LEFT ON FORK AND
 QJ0257'GO PAST CEMETARY FOR 0.44 MILES, PAST A WATER INTAKE
 QJ0257'WELL BUILDING. WALK 0.70 MILES ALONG THE SHORELINE
 QJ0257'TO THE NORTHEAST END OF ALBANY POINT AND THE AREA
 QJ0257'OF THE STATION.
 QJ0257'
 QJ0257'THE STATION IS STAMPED---H 22B MI 79---,AND IS SECURED
 QJ0257'TO THE TOP OF A 42 INCH ALUMINUM ROD WHICH IS DRIVEN
 QJ0257'FLUSH WITH THE EXISTING GROUND.
 QJ0257'
 QJ0257'THE STATION IS 85.5 FEET SOUTHWEST OF A P.K.NAIL IN A
 QJ0257'2 INCH CEDAR, 73.0 FEET EAST OF A NOS WITNESS POST SIGN
 QJ0257'NAILED TO A 2 INCH PINE, AND 18 FEET FROM THE EXISTING
 QJ0257'SHORELINE.
 QJ0257'
 QJ0257'HEIGHT OF LIGHT ABOVE STATION WAS 1.58 METERS.
 QJ0257'
 QJ0257'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0253 ***********************************************************************
 QJ0253  DESIGNATION -  H 23 MI 79
 QJ0253  PID         -  QJ0253
 QJ0253  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0253  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0253
 QJ0253                         *CURRENT SURVEY CONTROL
 QJ0253  ___________________________________________________________________
 QJ0253* NAD 83(1994)-  45 17 48.54244(N)    083 25 07.85203(W)     ADJUSTED  
 QJ0253* NAVD 88     -       179.6    (meters)     589.     (feet)  VERTCON   
 QJ0253  ___________________________________________________________________
 QJ0253  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 QJ0253  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QJ0253
 QJ0253  HORZ ORDER  -  THIRD
 QJ0253
 QJ0253.The horizontal coordinates were established by classical geodetic methods
 QJ0253.and adjusted by the National Geodetic Survey in February 1997..
 QJ0253
 QJ0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0253
 QJ0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0253
 QJ0253.The geoid height was determined by GEOID03.
 QJ0253
 QJ0253;                    North         East     Units Scale Factor Converg.
 QJ0253;SPC MI C     -   220,470.282 6,074,338.895   MT  0.99993171   +0 40 10.4
 QJ0253;SPC MI C     -   723,327.70 19,928,933.38   iFT  0.99993171   +0 40 10.4
 QJ0253;UTM  17      - 5,018,770.150   310,345.166   MT  1.00004227   -1 43 11.0
 QJ0253
 QJ0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0253!SPC MI C     -   0.99997763  x   0.99993171  =   0.99990935
 QJ0253!UTM  17      -   0.99997763  x   1.00004227  =   1.00001990
 QJ0253
 QJ0253:                Primary Azimuth Mark                     Grid Az
 QJ0253:SPC MI C     -  H 25 MI 79                               137 41 51.8
 QJ0253:UTM  17      -  H 25 MI 79                               140 05 13.2
 QJ0253
 QJ0253|---------------------------------------------------------------------|
 QJ0253| PID    Reference Object                     Distance      Geod. Az  |
 QJ0253|                                                           dddmmss.s |
 QJ0253| QJ0252 H 25 MI 79                          APPROX. 2.0 KM 1382202.2 |
 QJ0253| QJ0254 STONEPORT LIGHT                      21.409 METERS 24144     |
 QJ0253| QJ0255 H 24 MI 79                          417.869 METERS 2632128.9 |
 QJ0253|---------------------------------------------------------------------|
 QJ0253
 QJ0253                          SUPERSEDED SURVEY CONTROL
 QJ0253
 QJ0253  NAD 83(1986)-  45 17 48.53793(N)    083 25 07.85126(W) AD(       ) 3
 QJ0253  NAD 27      -  45 17 48.48174(N)    083 25 07.93353(W) AD(       ) 3
 QJ0253  NGVD 29 (07/19/86)  179.7    (m)          590.     (f) VERT ANG       
 QJ0253
 QJ0253.Superseded values are not recommended for survey control.
 QJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0253.See file dsdata.txt to determine how the superseded data were derived.
 QJ0253
 QJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1034518770(NAD 83)
 QJ0253_MARKER: DE = TRAVERSE STATION DISK
 QJ0253_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QJ0253+WITH SETTING: PAVEMENT
 QJ0253_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0253+STABILITY: SURFACE MOTION
 QJ0253
 QJ0253  HISTORY     - Date     Condition        Report By
 QJ0253  HISTORY     - 1979     MONUMENTED       NOS
 QJ0253  HISTORY     - 1980     GOOD             NOS
 QJ0253
 QJ0253                          STATION DESCRIPTION
 QJ0253
 QJ0253'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0253'STATION IS LOCATED AT THE PORT OF STONEPORT ABOUT
 QJ0253'2 MILES SOUTHEAST OF THE TOWN OF PRESQUE ISLE.
 QJ0253'
 QJ0253'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE
 QJ0253'ISLE GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.90 MILES
 QJ0253'TO PRESQUE ISLE CORPORATION PRIVATE ROAD ON THE
 QJ0253'LEFT. TURN LEFT AND GO 3.50 MILES EAST AND NORTH
 QJ0253'TO ROAD ON RIGHT LEADING TO DOCK AREA. TURN RIGHT AND
 QJ0253'GO NORTHERLY FOR 0.46 MILES TO INNER END OF DOCK.
 QJ0253'CONTINUE ALONG DOCK TO EXTREME END OF DOCK AND AREA
 QJ0253'OF THE STATION.
 QJ0253'
 QJ0253'THE STATION IS A STANDARD NOS BRONZE DISK SET INTO A
 QJ0253'DRILL HOLE ON THE CONCRETE FOUNDATION FOR THE MOST
 QJ0253'NORTHERLY MOORING POST. THE DISK IS STAMPED---H 23 MI 79
 QJ0253'---.AND IS FLUSH WITH THE TOP OF THE CONCRETE, 70
 QJ0253'FEET EAST OF THE PRESQUE ISLE CORPORATION LIGHT, 2 FEET
 QJ0253'EAST OF A MOORING POST,1.90 FEET FROM THE SOUTHEAST EDGE
 QJ0253'OF THE CONCRETE FOUNDATION OF THE MOORING POST.
 QJ0253'
 QJ0253'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.66 METERS.
 QJ0253'
 QJ0253'DESCRIBED BY B.DECROIX.
 QJ0253
 QJ0253                          STATION RECOVERY (1980)
 QJ0253
 QJ0253'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 QJ0253'THE STATION, H 23 MI 79, WAS RECOVERED IN GOOD CONDITION AS
 QJ0253'DESCRIBED IN 1979 DESCRIPTION.
 QJ0253'
 QJ0253'RECOVERED BY T KUCHCIAK.
 QJ0253'
 QJ0253'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.41 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0877 ***********************************************************************
 MC0877  DESIGNATION -  H 234
 MC0877  PID         -  MC0877
 MC0877  STATE/COUNTY-  MI/MONROE
 MC0877  USGS QUAD   -  STONY POINT (1978)
 MC0877
 MC0877                         *CURRENT SURVEY CONTROL
 MC0877  ___________________________________________________________________
 MC0877* NAD 83(1986)-  41 59 50.     (N)    083 16 40.     (W)     SCALED    
 MC0877* NAVD 88     -       178.317  (meters)     585.03   (feet)  ADJUSTED  
 MC0877  ___________________________________________________________________
 MC0877  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 MC0877  DYNAMIC HT  -         178.255 (meters)     584.82  (feet)  COMP
 MC0877  MODELED GRAV-     980,270.8   (mgal)                       NAVD 88
 MC0877
 MC0877  VERT ORDER  -  FIRST     CLASS II
 MC0877
 MC0877.The horizontal coordinates were scaled from a topographic map and have
 MC0877.an estimated accuracy of +/- 6 seconds.
 MC0877
 MC0877.The orthometric height was determined by differential leveling
 MC0877.and adjusted by the National Geodetic Survey in June 1991..
 MC0877
 MC0877.The geoid height was determined by GEOID03.
 MC0877
 MC0877.The dynamic height is computed by dividing the NAVD 88
 MC0877.geopotential number by the normal gravity value computed on the
 MC0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0877.degrees latitude (g = 980.6199 gals.).
 MC0877
 MC0877.The modeled gravity was interpolated from observed gravity values.
 MC0877
 MC0877;                    North         East    Units  Estimated Accuracy
 MC0877;SPC MI S     -    55,820.    4,090,220.      MT  (+/- 180 meters Scaled)
 MC0877
 MC0877                          SUPERSEDED SURVEY CONTROL
 MC0877
 MC0877  NGVD 29 (??/??/92)  178.489  (m)          585.59   (f) ADJ UNCH    1 2
 MC0877
 MC0877.Superseded values are not recommended for survey control.
 MC0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0877.See file dsdata.txt to determine how the superseded data were derived.
 MC0877
 MC0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG113519(NAD 83)
 MC0877_MARKER: I = METAL ROD
 MC0877_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 MC0877_SP_SET: STAINLESS STEEL ROD
 MC0877_STAMPING: H 234 1980
 MC0877_PROJECTION: FLUSH
 MC0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC0877+STABILITY: POSITION/ELEVATION WELL
 MC0877_ROD/PIPE-DEPTH: 4.9  meters
 MC0877
 MC0877  HISTORY     - Date     Condition        Report By
 MC0877  HISTORY     - 1980     MONUMENTED       NGS
 MC0877
 MC0877                          STATION DESCRIPTION
 MC0877
 MC0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 MC0877'0.82 KM NE FROM OLDPORT.
 MC0877'0.82 KILOMETERS (0.5 MILE) NORTHEAST ALONG DIXIE HIGHWAY FROM THE
 MC0877'ST. CHARLES CATHOLIC CHURCH IN OLDPORT, 8.991 METERS (29.5 FEET)
 MC0877'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18.440 METERS (60.5 FEET)
 MC0877'NORTHEAST OF THE CORNER OF THE CHURCH, 13.868 METERS (45.5 FEET)
 MC0877'WEST OF THE WEST GATE POST FOR THE MOST EASTERLY OF TWO
 MC0877'ENTRANCES IN A CHAIN LINK FENCE AROUND THE PARKING AREA FOR THE
 MC0877'CHURCH, 1.371 METERS (4.5 FEET) EAST OF A POWER POLE, 0.6099 METERS
 MC0877'(2.0 FEET) NORTH OF THE FENCE LINE, NOTE ROD WAS DRIVEN TO REFUSAL.
 MC0877'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0896 ***********************************************************************
 NE0896  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0896  DESIGNATION -  H 235
 NE0896  PID         -  NE0896
 NE0896  STATE/COUNTY-  MI/MACOMB
 NE0896  USGS QUAD   -  GROSSE POINTE (1983)
 NE0896
 NE0896                         *CURRENT SURVEY CONTROL
 NE0896  ___________________________________________________________________
 NE0896* NAD 83(1986)-  42 28 06.     (N)    082 53 15.     (W)     SCALED    
 NE0896* NAVD 88     -       176.484  (meters)     579.01   (feet)  ADJUSTED  
 NE0896  ___________________________________________________________________
 NE0896  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0896  DYNAMIC HT  -         176.434 (meters)     578.85  (feet)  COMP
 NE0896  MODELED GRAV-     980,332.5   (mgal)                       NAVD 88
 NE0896
 NE0896  VERT ORDER  -  FIRST     CLASS II
 NE0896
 NE0896.The horizontal coordinates were scaled from a topographic map and have
 NE0896.an estimated accuracy of +/- 6 seconds.
 NE0896
 NE0896.The orthometric height was determined by differential leveling
 NE0896.and adjusted by the National Geodetic Survey in June 1991..
 NE0896
 NE0896.This Tidal Bench Mark is designated as VM 12973
 NE0896.by the Center for Operational Oceanographic Products and Services.
 NE0896
 NE0896.The geoid height was determined by GEOID03.
 NE0896
 NE0896.The dynamic height is computed by dividing the NAVD 88
 NE0896.geopotential number by the normal gravity value computed on the
 NE0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0896.degrees latitude (g = 980.6199 gals.).
 NE0896
 NE0896.The modeled gravity was interpolated from observed gravity values.
 NE0896
 NE0896;                    North         East    Units  Estimated Accuracy
 NE0896;SPC MI S     -   108,630.    4,121,630.      MT  (+/- 180 meters Scaled)
 NE0896
 NE0896                          SUPERSEDED SURVEY CONTROL
 NE0896
 NE0896  NGVD 29 (??/??/??)  176.627  (m)          579.48   (f) ADJUSTED    1 2
 NE0896
 NE0896.Superseded values are not recommended for survey control.
 NE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0896.See file dsdata.txt to determine how the superseded data were derived.
 NE0896
 NE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH448035(NAD 83)
 NE0896_MARKER: I = METAL ROD
 NE0896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0896_SP_SET: STAINLESS STEEL ROD
 NE0896_STAMPING: H 235 1980
 NE0896_PROJECTION: RECESSED 8 CENTIMETERS
 NE0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0896+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 NE0896_ROD/PIPE-DEPTH: 5.4  meters
 NE0896
 NE0896  HISTORY     - Date     Condition        Report By
 NE0896  HISTORY     - 1980     MONUMENTED       NGS
 NE0896  HISTORY     - 19940417 GOOD             USPSQD
 NE0896  HISTORY     - 19970311 MARK NOT FOUND   USPSQD
 NE0896  HISTORY     - 19990621 GOOD             USPSQD
 NE0896  HISTORY     - 20060523 GOOD             SPALD
 NE0896
 NE0896                          STATION DESCRIPTION
 NE0896
 NE0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0896'IN ST CLAIR SHORES.
 NE0896'IN SAINT CLAIR SHORES, AT THE JUNCTION OF JEFFERSON AVENUE ANF
 NE0896'RIDGEWAY STREET NEAR THE LAKESHORE OFFICE BUILDING NUMBER 24055,
 NE0896'AT THE MANUFACTURES BANK OF THESHORES SIGN. 19.1 METERS (62.8
 NE0896'FEET) SOUTHWEST OF THE CENTER OF JEFFERSON AVENUE, 14.3 METERS
 NE0896'(46.9 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 NE0896'BUILDING, 9.0 METERS (29.7 FEET) SOUTH OF THE SOUTH CURB OF
 NE0896'RIDGEWAY STREET,4.5 METERS (15.9 FEET WEST OF THE SOUTHWEST
 NE0896'OF TWO ROUND SUPPORTS FOR THE BANK SIGN, 0.95 METER (3.1 FEET)
 NE0896'NORTH OF THE NORTH CURB OF THE ENTRANCE TO THE OFFICE BUILDING.
 NE0896
 NE0896                          STATION RECOVERY (1994)
 NE0896
 NE0896'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0896'RECOVERED IN GOOD CONDITION.
 NE0896
 NE0896                          STATION RECOVERY (1997)
 NE0896
 NE0896'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0896'MARK NOT FOUND.
 NE0896
 NE0896                          STATION RECOVERY (1999)
 NE0896
 NE0896'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0896'RECOVERED IN GOOD CONDITION.
 NE0896
 NE0896                          STATION RECOVERY (2006)
 NE0896
 NE0896'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0896'RECOVERED AS DESCRIBED, EXCEPT THE STATION IS NOW 11.1' WEST OF THE
 NE0896'SOUTHWEST CORNER OF A HUNTINGTONN BANK SIGN, 2.7' NORTH OF THE BACK OF
 NE0896'ENTRANCE DRIVE CURB, AND 2.6' EAST OF BACK OF PARKING AREA CURB.
 NE0896'MDOT STATE PLANE COORDINATES
 NE0896'MICHIGAN SOUTH ZONE
 NE0896'N   356327.95
 NE0896'E 13522427.29
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0919 ***********************************************************************
 NE0919  DESIGNATION -  H 236
 NE0919  PID         -  NE0919
 NE0919  STATE/COUNTY-  MI/ST CLAIR
 NE0919  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0919
 NE0919                         *CURRENT SURVEY CONTROL
 NE0919  ___________________________________________________________________
 NE0919* NAD 83(1986)-  42 41 05.     (N)    082 40 15.     (W)     SCALED    
 NE0919* NAVD 88     -       177.407  (meters)     582.04   (feet)  ADJUSTED  
 NE0919  ___________________________________________________________________
 NE0919  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0919  DYNAMIC HT  -         177.357 (meters)     581.88  (feet)  COMP
 NE0919  MODELED GRAV-     980,339.0   (mgal)                       NAVD 88
 NE0919
 NE0919  VERT ORDER  -  FIRST     CLASS II
 NE0919
 NE0919.The horizontal coordinates were scaled from a topographic map and have
 NE0919.an estimated accuracy of +/- 6 seconds.
 NE0919
 NE0919.The orthometric height was determined by differential leveling
 NE0919.and adjusted by the National Geodetic Survey in June 1991..
 NE0919
 NE0919.The geoid height was determined by GEOID03.
 NE0919
 NE0919.The dynamic height is computed by dividing the NAVD 88
 NE0919.geopotential number by the normal gravity value computed on the
 NE0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0919.degrees latitude (g = 980.6199 gals.).
 NE0919
 NE0919.The modeled gravity was interpolated from observed gravity values.
 NE0919
 NE0919;                    North         East    Units  Estimated Accuracy
 NE0919;SPC MI S     -   133,000.    4,138,960.      MT  (+/- 180 meters Scaled)
 NE0919
 NE0919                          SUPERSEDED SURVEY CONTROL
 NE0919
 NE0919  NGVD 29 (??/??/??)  177.534  (m)          582.46   (f) ADJUSTED    1 2
 NE0919
 NE0919.Superseded values are not recommended for survey control.
 NE0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0919.See file dsdata.txt to determine how the superseded data were derived.
 NE0919
 NE0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH631271(NAD 83)
 NE0919_MARKER: I = METAL ROD
 NE0919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0919_SP_SET: STAINLESS STEEL ROD
 NE0919_STAMPING: H 236 1980
 NE0919_PROJECTION: RECESSED 10 CENTIMETERS
 NE0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0919_ROD/PIPE-DEPTH: 15.2 meters
 NE0919
 NE0919  HISTORY     - Date     Condition        Report By
 NE0919  HISTORY     - 1980     MONUMENTED       NGS
 NE0919  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 NE0919
 NE0919                          STATION DESCRIPTION
 NE0919
 NE0919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0919'1.6 KM SE FROM ANCHORVILLE.
 NE0919'I.6 KILOMETERS (1.0 MILE) SOUTHEAST ALONG STATE HIGHWAY 29 FROM
 NE0919'THE JUNCTION OF CHURCH ROAD IN ANCHORVILLE, SET SOUTHEAST OF THE
 NE0919'EAST CORNER OF THE 6 FOOT BY 6 FOOT CONCRETE SLAB STEP FOR THE
 NE0919'FRONT ENTRANCE TO HOUSE 9277 HIGHWAY 29, 0.25 KILOMETER (0.15 MILE)
 NE0919'NORTHWEST OF THE JUNCTION OF MELDRUM ROAD, 15.0 METERS (46.2 FEET)
 NE0919'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 29, 2.8 METERS (9.2 FEET)
 NE0919'NORTH OF THE EAST CORNER OF THE HOUSE, 0.3 METER (1.0 FOOT) SOUTH-
 NE0919'EAST OF THE EAST CORNER OF THE CONCRETE SLAB STEP.
 NE0919'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0919
 NE0919                          STATION RECOVERY (2004)
 NE0919
 NE0919'RECOVERY NOTE BY US POWER SQUADRON 2004
 NE0919'THE LAT AND LONG FOR THIS MARKER WAS .07 IN THE WATER, YET DESCRIPTION
 NE0919'IN DATABASE SAID THE MARK IS ABOVE LEVEL WITH GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0941 ***********************************************************************
 NE0941  DESIGNATION -  H 237
 NE0941  PID         -  NE0941
 NE0941  STATE/COUNTY-  MI/ST CLAIR
 NE0941  USGS QUAD   -  ST CLAIR (1991)
 NE0941
 NE0941                         *CURRENT SURVEY CONTROL
 NE0941  ___________________________________________________________________
 NE0941* NAD 83(1986)-  42 48 07.     (N)    082 29 09.     (W)     SCALED    
 NE0941* NAVD 88     -       180.378  (meters)     591.79   (feet)  ADJUSTED  
 NE0941  ___________________________________________________________________
 NE0941  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0941  DYNAMIC HT  -         180.329 (meters)     591.63  (feet)  COMP
 NE0941  MODELED GRAV-     980,348.3   (mgal)                       NAVD 88
 NE0941
 NE0941  VERT ORDER  -  FIRST     CLASS II
 NE0941
 NE0941.The horizontal coordinates were scaled from a topographic map and have
 NE0941.an estimated accuracy of +/- 6 seconds.
 NE0941
 NE0941.The orthometric height was determined by differential leveling
 NE0941.and adjusted by the National Geodetic Survey in June 1991..
 NE0941
 NE0941.The geoid height was determined by GEOID03.
 NE0941
 NE0941.The dynamic height is computed by dividing the NAVD 88
 NE0941.geopotential number by the normal gravity value computed on the
 NE0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0941.degrees latitude (g = 980.6199 gals.).
 NE0941
 NE0941.The modeled gravity was interpolated from observed gravity values.
 NE0941
 NE0941;                    North         East    Units  Estimated Accuracy
 NE0941;SPC MI S     -   146,340.    4,153,830.      MT  (+/- 180 meters Scaled)
 NE0941
 NE0941                          SUPERSEDED SURVEY CONTROL
 NE0941
 NE0941  NGVD 29 (??/??/??)  180.502  (m)          592.20   (f) ADJUSTED    1 2
 NE0941
 NE0941.Superseded values are not recommended for survey control.
 NE0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0941.See file dsdata.txt to determine how the superseded data were derived.
 NE0941
 NE0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH785398(NAD 83)
 NE0941_MARKER: I = METAL ROD
 NE0941_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0941_SP_SET: STAINLESS STEEL ROD
 NE0941_STAMPING: H 237 1980
 NE0941_PROJECTION: FLUSH
 NE0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0941_ROD/PIPE-DEPTH: 7.3  meters
 NE0941
 NE0941  HISTORY     - Date     Condition        Report By
 NE0941  HISTORY     - 1980     MONUMENTED       NGS
 NE0941  HISTORY     - 1983     GOOD             USPSQD
 NE0941  HISTORY     - 19990605 GOOD             USPSQD
 NE0941  HISTORY     - 20050410 POOR             USPSQD
 NE0941
 NE0941                          STATION DESCRIPTION
 NE0941
 NE0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0941'2.0 KM SOUTH FROM ST CLAIR.
 NE0941'2/0 KILOMETERS (1.25 MILES) SOUTH ALONG STATE HIGHWAY 29 FROM THE
 NE0941'OPERATIONS HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER PINE RIVER, SET
 NE0941'AT THE NORTHWEST CORNER OF HOUSE NUMBER 3402 HIGHWAY 29 AT THE
 NE0941'SOUTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY 29 AND RIVERA AVENUE
 NE0941'33.2 METERS (109 FEET) WEST OF THE CENTER LINE OF STATE HIGHWAY 29,
 NE0941'14.0 METERS (46 FEET) SOUTH OF THE CENTER OF RIVERA AVENUE, 1.46
 NE0941'METERS (4.8 FEET) NORTHNORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 NE0941'AND 0.51 METER (1.7 FEET) WEST OF THE WEST EDGE OF A PAVED DRIVEWAY.
 NE0941'THE MARK IS 0.1 M BELOW GROUND.
 NE0941
 NE0941                          STATION RECOVERY (1983)
 NE0941
 NE0941'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0941'ABOUT 1.25 MILES SOUTH ALONG HIGHWAY M-29 FROM OPERATIONS HOUSE OF
 NE0941'DRAWBRIDGE OVER PINE RIVER IN ST. CLAIR, SET AT THE NORTHWEST CORNER
 NE0941'OF HOUSE 3402 HIGHWAY 29 AT THE SOUTHWEST CORNER OF HIGHWAY 29 AND
 NE0941'RIVERA AVENUE, 109 FEET WEST OF CENTERLINE OF M-29. 46 FEET SOUTH OF
 NE0941'THE CENTERLINE OF RIVERA AVENUE, 4.8 FEET NORTH-NORTHWEST OF THE
 NE0941'NORTHWEST CORNER OF THE HOUSE, 1.7 FEET WEST OF THE WEST EDGE OF THE
 NE0941'CONCRETE DRIVEWAY---A STAINLESS STEEL ROD SET TO A DEPTH OF 7.3
 NE0941'METERS, ENCASED IN A PIPE FLUSH WITH THE GROUND.
 NE0941
 NE0941                          STATION RECOVERY (1999)
 NE0941
 NE0941'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0941'RECOVERED IN GOOD CONDITION.
 NE0941
 NE0941                          STATION RECOVERY (2005)
 NE0941
 NE0941'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0941'STATION RECOVERY DESCRIPTION FROM 1983 ACCURATE FOR DIRECTIONS TO
 NE0941'MARK.  NOTE THAT HINGE IS BROKEN ON PIPE COVER FOR TOP.  TOP CAN BE
 NE0941'LIFTED OFF PIPE AND REQUIRES REPAIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0617 ***********************************************************************
 OJ0617  DESIGNATION -  H 238
 OJ0617  PID         -  OJ0617
 OJ0617  STATE/COUNTY-  MI/SANILAC
 OJ0617  USGS QUAD   -  CROSWELL (1976)
 OJ0617
 OJ0617                         *CURRENT SURVEY CONTROL
 OJ0617  ___________________________________________________________________
 OJ0617* NAD 83(1986)-  43 22 11.     (N)    082 32 09.     (W)     SCALED    
 OJ0617* NAVD 88     -       187.051  (meters)     613.68   (feet)  ADJUSTED  
 OJ0617  ___________________________________________________________________
 OJ0617  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0617  DYNAMIC HT  -         187.014 (meters)     613.56  (feet)  COMP
 OJ0617  MODELED GRAV-     980,419.4   (mgal)                       NAVD 88
 OJ0617
 OJ0617  VERT ORDER  -  FIRST     CLASS II
 OJ0617
 OJ0617.The horizontal coordinates were scaled from a topographic map and have
 OJ0617.an estimated accuracy of +/- 6 seconds.
 OJ0617
 OJ0617.The orthometric height was determined by differential leveling
 OJ0617.and adjusted by the National Geodetic Survey in June 1991..
 OJ0617
 OJ0617.The geoid height was determined by GEOID03.
 OJ0617
 OJ0617.The dynamic height is computed by dividing the NAVD 88
 OJ0617.geopotential number by the normal gravity value computed on the
 OJ0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0617.degrees latitude (g = 980.6199 gals.).
 OJ0617
 OJ0617.The modeled gravity was interpolated from observed gravity values.
 OJ0617
 OJ0617;                    North         East    Units  Estimated Accuracy
 OJ0617;SPC MI S     -   209,300.    4,148,370.      MT  (+/- 180 meters Scaled)
 OJ0617
 OJ0617                          SUPERSEDED SURVEY CONTROL
 OJ0617
 OJ0617  NGVD 29 (??/??/??)  187.175  (m)          614.09   (f) ADJUSTED    1 2
 OJ0617
 OJ0617.Superseded values are not recommended for survey control.
 OJ0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0617.See file dsdata.txt to determine how the superseded data were derived.
 OJ0617
 OJ0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ755030(NAD 83)
 OJ0617_MARKER: I = METAL ROD
 OJ0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0617_SP_SET: STAINLESS STEEL ROD
 OJ0617_STAMPING: H 238 1980
 OJ0617_PROJECTION: FLUSH
 OJ0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0617_ROD/PIPE-DEPTH: 5.2  meters
 OJ0617
 OJ0617  HISTORY     - Date     Condition        Report By
 OJ0617  HISTORY     - 1980     MONUMENTED       NGS
 OJ0617  HISTORY     - 19940728 GOOD             USPSQD
 OJ0617
 OJ0617                          STATION DESCRIPTION
 OJ0617
 OJ0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0617'7.0 KM SOUTH FROM PORT SANILAC.
 OJ0617'7.0 KILOMETERS (4.35 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0617'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, TO A SMALL ROAD SIDE
 OJ0617'PARK AND SCENIC LOOKOUT ON THE EAST SIDE OF THE HIGHWAY AND ACROSS
 OJ0617'THE HIGHWAY FROM HOUSE NUMBER 2100, SET EAST OF A POWER POLE WITH
 OJ0617'TRANSFORMER, TELEPHONE JUNCTION BOX AND LINES CROSSING THE HIGHWAY,
 OJ0617'WHICH IS AT THE SOUTHWEST CORNER OF THE PARKING LOT.16.77 METERS
 OJ0617'(55.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 9.14 METERS
 OJ0617'(31.0 FEET) SOUTHEAST OF THE SOUTH END OF A CULVERT AT THE ENTRANCE
 OJ0617'TO THE PARK, 1.65 METERS (5.4 FEET) SOUTHEAST OF A 12-INCH CEDAR
 OJ0617'TREE, 0.85 METER (2.8 FEET) SOUTH OF THE POWER POLE.
 OJ0617'THE MARK IS 0.1 M BELOW GROUND.
 OJ0617
 OJ0617                          STATION RECOVERY (1994)
 OJ0617
 OJ0617'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0642 ***********************************************************************
 OJ0642  DESIGNATION -  H 239
 OJ0642  PID         -  OJ0642
 OJ0642  STATE/COUNTY-  MI/HURON
 OJ0642  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0642
 OJ0642                         *CURRENT SURVEY CONTROL
 OJ0642  ___________________________________________________________________
 OJ0642* NAD 83(1986)-  43 49 45.     (N)    082 38 33.     (W)     SCALED    
 OJ0642* NAVD 88     -       182.323  (meters)     598.17   (feet)  ADJUSTED  
 OJ0642  ___________________________________________________________________
 OJ0642  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0642  DYNAMIC HT  -         182.292 (meters)     598.07  (feet)  COMP
 OJ0642  MODELED GRAV-     980,447.0   (mgal)                       NAVD 88
 OJ0642
 OJ0642  VERT ORDER  -  FIRST     CLASS II
 OJ0642
 OJ0642.The horizontal coordinates were scaled from a topographic map and have
 OJ0642.an estimated accuracy of +/- 6 seconds.
 OJ0642
 OJ0642.The orthometric height was determined by differential leveling
 OJ0642.and adjusted by the National Geodetic Survey in June 1991..
 OJ0642
 OJ0642.The geoid height was determined by GEOID03.
 OJ0642
 OJ0642.The dynamic height is computed by dividing the NAVD 88
 OJ0642.geopotential number by the normal gravity value computed on the
 OJ0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0642.degrees latitude (g = 980.6199 gals.).
 OJ0642
 OJ0642.The modeled gravity was interpolated from observed gravity values.
 OJ0642
 OJ0642;                    North         East    Units  Estimated Accuracy
 OJ0642;SPC MI S     -   260,150.    4,138,680.      MT  (+/- 180 meters Scaled)
 OJ0642
 OJ0642                          SUPERSEDED SURVEY CONTROL
 OJ0642
 OJ0642  NGVD 29 (??/??/??)  182.431  (m)          598.53   (f) ADJUSTED    1 2
 OJ0642
 OJ0642.Superseded values are not recommended for survey control.
 OJ0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0642.See file dsdata.txt to determine how the superseded data were derived.
 OJ0642
 OJ0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ679542(NAD 83)
 OJ0642_MARKER: I = METAL ROD
 OJ0642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0642_SP_SET: STAINLESS STEEL ROD
 OJ0642_STAMPING: H 239 1980
 OJ0642_PROJECTION: FLUSH
 OJ0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0642_ROD/PIPE-DEPTH: 3.4  meters
 OJ0642
 OJ0642  HISTORY     - Date     Condition        Report By
 OJ0642  HISTORY     - 1980     MONUMENTED       NGS
 OJ0642  HISTORY     - 19991211 GOOD             USPSQD
 OJ0642
 OJ0642                          STATION DESCRIPTION
 OJ0642
 OJ0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0642'2.3 KM SOUTH FROM HARBOR BEACH.
 OJ0642'2.3 KILOMETERS (1.45 MILE) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0642'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET AT THE NORTHEAST
 OJ0642'CORNER OF THE JUNCTION OF SCHOTT STREET NEAR THE SOUTHWEST CORNER
 OJ0642'OF A LARGE YELLOW CORRUGATED BUILDING. 36.6 METERS (120.5 FEET)
 OJ0642'EAST OF THE CENTER LINE OF THE HIGHWAY, 30.5 METERS (100.0 FEET)
 OJ0642'NORTH OF THE CENTER OF SCHOTT STREET, 0.55 METER (1.8 FEET)
 OJ0642'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING. NOTE--SEVERAL
 OJ0642'ATTEMPTS WERE MADE TO DRIVE THE ROD, REFUSAL AT 3.4 METERS.
 OJ0642'THE MARK IS 0.1 M BELOW GROUND.
 OJ0642
 OJ0642                          STATION RECOVERY (1999)
 OJ0642
 OJ0642'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0069 ***********************************************************************
 NG0069  DESIGNATION -  H 24
 NG0069  PID         -  NG0069
 NG0069  STATE/COUNTY-  MI/BERRIEN
 NG0069  USGS QUAD   -  COLOMA (1978)
 NG0069
 NG0069                         *CURRENT SURVEY CONTROL
 NG0069  ___________________________________________________________________
 NG0069* NAD 83(1986)-  42 11 16.     (N)    086 15 33.     (W)     SCALED    
 NG0069* NAVD 88     -       196.649  (meters)     645.17   (feet)  ADJUSTED  
 NG0069  ___________________________________________________________________
 NG0069  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NG0069  DYNAMIC HT  -         196.586 (meters)     644.97  (feet)  COMP
 NG0069  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 NG0069
 NG0069  VERT ORDER  -  FIRST     CLASS II
 NG0069
 NG0069.The horizontal coordinates were scaled from a topographic map and have
 NG0069.an estimated accuracy of +/- 6 seconds.
 NG0069
 NG0069.The orthometric height was determined by differential leveling
 NG0069.and adjusted by the National Geodetic Survey in June 1991..
 NG0069
 NG0069.The geoid height was determined by GEOID03.
 NG0069
 NG0069.The dynamic height is computed by dividing the NAVD 88
 NG0069.geopotential number by the normal gravity value computed on the
 NG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0069.degrees latitude (g = 980.6199 gals.).
 NG0069
 NG0069.The modeled gravity was interpolated from observed gravity values.
 NG0069
 NG0069;                    North         East    Units  Estimated Accuracy
 NG0069;SPC MI S     -    78,150.    3,843,680.      MT  (+/- 180 meters Scaled)
 NG0069
 NG0069                          SUPERSEDED SURVEY CONTROL
 NG0069
 NG0069  NGVD 29 (??/??/92)  196.792  (m)          645.64   (f) ADJ UNCH    1 2
 NG0069
 NG0069.Superseded values are not recommended for survey control.
 NG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0069.See file dsdata.txt to determine how the superseded data were derived.
 NG0069
 NG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM611708(NAD 83)
 NG0069_MARKER: DB = BENCH MARK DISK
 NG0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NG0069_SP_SET: CONCRETE BLOCK
 NG0069_STAMPING: 645.642 H 24 1930
 NG0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NG0069
 NG0069  HISTORY     - Date     Condition        Report By
 NG0069  HISTORY     - 1930     MONUMENTED       CGS
 NG0069  HISTORY     - 1934     GOOD             NGS
 NG0069  HISTORY     - 1983     GOOD
 NG0069  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0069
 NG0069                          STATION DESCRIPTION
 NG0069
 NG0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0069'IN WATERVLIET.
 NG0069'AT WATERVLIET, BERRIEN COUNTY, 125 YARDS EAST OF THE EAST END
 NG0069'OF THE PERE MARQUETTE RAILWAY STATION, IN AN OLD CONCRETE
 NG0069'BLOCK UNDER THE RAILROAD WATER TANK, 37.4 FEET SOUTH OF THE
 NG0069'SOUTH RAIL OF THE MAIN TRACK, AND 8 INCHES HIGHER THAN THE
 NG0069'GROUND.  A STANDARD DISK, STAMPED 645.642 H 24 1930.
 NG0069
 NG0069                          STATION RECOVERY (1983)
 NG0069
 NG0069'RECOVERED 1983
 NG0069'RECOVERED IN GOOD CONDITION.
 NG0069
 NG0069                          STATION RECOVERY (1985)
 NG0069
 NG0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0069'THE CONCRETE BASE OF THE OLD WATER TANK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0255 ***********************************************************************
 QJ0255  DESIGNATION -  H 24 MI 79
 QJ0255  PID         -  QJ0255
 QJ0255  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0255  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0255
 QJ0255                         *CURRENT SURVEY CONTROL
 QJ0255  ___________________________________________________________________
 QJ0255* NAD 83(1994)-  45 17 46.97639(N)    083 25 26.90155(W)     ADJUSTED  
 QJ0255* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 QJ0255  ___________________________________________________________________
 QJ0255  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 QJ0255  GEOID HEIGHT-         -36.94  (meters)                     GEOID03
 QJ0255
 QJ0255  HORZ ORDER  -  THIRD
 QJ0255
 QJ0255.The horizontal coordinates were established by classical geodetic methods
 QJ0255.and adjusted by the National Geodetic Survey in February 1997..
 QJ0255
 QJ0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0255
 QJ0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0255
 QJ0255.The geoid height was determined by GEOID03.
 QJ0255
 QJ0255;                    North         East     Units Scale Factor Converg.
 QJ0255;SPC MI C     -   220,417.105 6,073,924.452   MT  0.99993166   +0 39 56.9
 QJ0255;SPC MI C     -   723,153.23 19,927,573.66   iFT  0.99993166   +0 39 56.9
 QJ0255;UTM  17      - 5,018,734.293   309,928.820   MT  1.00004422   -1 43 24.5
 QJ0255
 QJ0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0255!SPC MI C     -   0.99997743  x   0.99993166  =   0.99990909
 QJ0255!UTM  17      -   0.99997743  x   1.00004422  =   1.00002165
 QJ0255
 QJ0255:                Primary Azimuth Mark                     Grid Az
 QJ0255:SPC MI C     -  H 23 MI 79                               082 41 18.4
 QJ0255:UTM  17      -  H 23 MI 79                               085 04 39.8
 QJ0255
 QJ0255|---------------------------------------------------------------------|
 QJ0255| PID    Reference Object                     Distance      Geod. Az  |
 QJ0255|                                                           dddmmss.s |
 QJ0255| QJ0253 H 23 MI 79                          417.869 METERS 0832115.3 |
 QJ0255| QJ0254 STONEPORT LIGHT                     398.044 METERS 08429     |
 QJ0255| QJ0258 H 21 MI 79                          APPROX. 6.8 KM 3222929.2 |
 QJ0255|---------------------------------------------------------------------|
 QJ0255
 QJ0255                          SUPERSEDED SURVEY CONTROL
 QJ0255
 QJ0255  NAD 83(1986)-  45 17 46.97177(N)    083 25 26.90073(W) AD(       ) 3
 QJ0255  NAD 27      -  45 17 46.91603(N)    083 25 26.98207(W) AD(       ) 3
 QJ0255  NGVD 29 (07/19/86)  181.0    (m)          594.     (f) VERT ANG       
 QJ0255
 QJ0255.Superseded values are not recommended for survey control.
 QJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0255.See file dsdata.txt to determine how the superseded data were derived.
 QJ0255
 QJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0992918734(NAD 83)
 QJ0255_MARKER: DE = TRAVERSE STATION DISK
 QJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0255_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QJ0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0255+STABILITY: SURFACE MOTION
 QJ0255
 QJ0255  HISTORY     - Date     Condition        Report By
 QJ0255  HISTORY     - 1979     MONUMENTED       NOS
 QJ0255
 QJ0255                          STATION DESCRIPTION
 QJ0255
 QJ0255'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0255'STATION IS LOCATED AT PORT OF STONEPORT ABOUT 2
 QJ0255'MILES SOUTHEAST OF PRESQUE ISLE.
 QJ0255'
 QJ0255'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE
 QJ0255'GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.9 MILES TO THE
 QJ0255'ENTRANCE TO THE PRESQUE ISLE CORPORATIONS PRIVATE
 QJ0255'DIRT ROAD TO THE LEFT.TURN LEFT AND FOLLOW THE DIRT
 QJ0255'ROAD FOR 3.50 MILES TO ANOTHER ROAD LEADING TO THE DOCK
 QJ0255'AREA. TURN RIGHT AND PROCEED FOR 0.46 MILES TO THE
 QJ0255'INNER END OF THE DOCK. PROCEED THROUGH THE CONVEYOR
 QJ0255'BUILDING TO NORTHWEST SIDE OF THE CONVEYOR BUILDING
 QJ0255'AND THE TOP OF THE BANK NEAR THE INNER END OF THE
 QJ0255'DOCK AND THE AREA OF THE STATION.
 QJ0255'
 QJ0255'THE STATION IS A BRONZE DISK STAMPED---H 24 MI 79---,
 QJ0255'SET IN TOP OF A 6 INCH CONCRETE SQUARE MONUMENT 1/4
 QJ0255'FOOT ABOVE THE EXISTING GROUND. IT IS 112.5 FEET
 QJ0255'NORTHWEST OF THE NORTHWEST SIDE OF THE CONVEYOR
 QJ0255'BELT,77 FEET NORTHEAST OF THE CENTERLINE OF A
 QJ0255'POWERLINE, 3.5 FEET SOUTHEAST OF A NOS WITNESS
 QJ0255'POST SIGN ON A 2 FOOT METAL FENCE POST AT THE TOP
 QJ0255'EDGE OF A SLOPING BANK TO THE LAKE.
 QJ0255'
 QJ0255'HEIGHT OF LIGHT WAS 1.59 METERS.
 QJ0255'
 QJ0255'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0017 ***********************************************************************
 NG0017  DESIGNATION -  H 25
 NG0017  PID         -  NG0017
 NG0017  STATE/COUNTY-  MI/OTTAWA
 NG0017  USGS QUAD   -  PORT SHELDON (1980)
 NG0017
 NG0017                         *CURRENT SURVEY CONTROL
 NG0017  ___________________________________________________________________
 NG0017* NAD 83(1986)-  42 57 51.     (N)    086 10 36.     (W)     SCALED    
 NG0017* NAVD 88     -       190.444  (meters)     624.82   (feet)  ADJUSTED  
 NG0017  ___________________________________________________________________
 NG0017  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NG0017  DYNAMIC HT  -         190.402 (meters)     624.68  (feet)  COMP
 NG0017  MODELED GRAV-     980,391.6   (mgal)                       NAVD 88
 NG0017
 NG0017  VERT ORDER  -  FIRST     CLASS II
 NG0017
 NG0017.The horizontal coordinates were scaled from a topographic map and have
 NG0017.an estimated accuracy of +/- 6 seconds.
 NG0017
 NG0017.The orthometric height was determined by differential leveling
 NG0017.and adjusted by the National Geodetic Survey in June 1991..
 NG0017
 NG0017.The geoid height was determined by GEOID03.
 NG0017
 NG0017.The dynamic height is computed by dividing the NAVD 88
 NG0017.geopotential number by the normal gravity value computed on the
 NG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0017.degrees latitude (g = 980.6199 gals.).
 NG0017
 NG0017.The modeled gravity was interpolated from observed gravity values.
 NG0017
 NG0017;                    North         East    Units  Estimated Accuracy
 NG0017;SPC MI S     -   164,220.    3,852,350.      MT  (+/- 180 meters Scaled)
 NG0017
 NG0017                          SUPERSEDED SURVEY CONTROL
 NG0017
 NG0017  NGVD 29 (??/??/92)  190.590  (m)          625.29   (f) ADJ UNCH    1 2
 NG0017
 NG0017.Superseded values are not recommended for survey control.
 NG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0017.See file dsdata.txt to determine how the superseded data were derived.
 NG0017
 NG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN671571(NAD 83)
 NG0017_MARKER: DB = BENCH MARK DISK
 NG0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0017_STAMPING: 625.294 H 25 1930
 NG0017_MARK LOGO: CGS   
 NG0017_PROJECTION: PROJECTING 12 CENTIMETERS
 NG0017_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0017+STABILITY: SURFACE MOTION
 NG0017
 NG0017  HISTORY     - Date     Condition        Report By
 NG0017  HISTORY     - 1930     MONUMENTED       CGS
 NG0017  HISTORY     - 1934     GOOD             NGS
 NG0017  HISTORY     - 1983     GOOD             USPSQD
 NG0017  HISTORY     - 1984     POOR             NGS
 NG0017  HISTORY     - 1988     POOR             USPSQD
 NG0017  HISTORY     - 19940307 GOOD             LOCENG
 NG0017  HISTORY     - 20040311 POOR             INDIV
 NG0017
 NG0017                          STATION DESCRIPTION
 NG0017
 NG0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0017'IN AGNEW.
 NG0017'AT AGNEW, OTTAWA COUNTY, ON THE PERE MARQUETTE RAILWAY, 46 RAILS
 NG0017'NORTH OF MILEPOST P 63, 6 RAILS SOUTH OF A ROAD CROSSING, BETWEEN
 NG0017'THE TRACK AND U.S. HIGHWAY 31, AND 30.2 FEET EAST OF THE EAST
 NG0017'RAIL.  A STANDARD DISK, STAMPED 625.294 H 25 1930 AND SET IN
 NG0017'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 NG0017'NOTE-- CORNER OF STANDARD STAMPED DISK BENT UP.
 NG0017
 NG0017                          STATION RECOVERY (1983)
 NG0017
 NG0017'RECOVERY NOTE BY US POWER SQUADRON 1983
 NG0017'SHOULD READ 5 RAILS SOUTH OF ROAD CROSSING. DISK CRACKED BUT LEGIBLE.
 NG0017
 NG0017                          STATION RECOVERY (1984)
 NG0017
 NG0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NG0017'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM
 NG0017'(0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN GRAND
 NG0017'HAVEN, THENCE 9.1 KM (5.65 MI) SOUTH ALONG U.S. HIGHWAY 31, AT THE
 NG0017'CROSSROAD OF WINANS STREET, MARK IS ABOUT 60.55 METERS (198.0 FT)
 NG0017'SOUTHEAST OF THE CENTER OF WINANS STREET AND THE CHESAPEAKE AND OHIO
 NG0017'RAILROAD CROSSING, 12.61 METERS (41.4 FT) SOUTHWEST OF THE CENTERLINE
 NG0017'OF THE SOUTHBOUND LANES OF HIGHWAY 31, 9.20 METERS (30.2 FT) NORTHEAST
 NG0017'OF THE NORTHEAST RAIL, 9.23 METERS (30.3 FT) WEST-NORTHWEST OF A U.S.
 NG0017'HIGHWAY 31 SIGN POST, AND 2.34 METERS (7.7 FT) SOUTHWEST OF A
 NG0017'TELEGRAPH POLE.
 NG0017'THE MARK IS 0.12 METERS  NW FROM A WITNESS POST.
 NG0017'THE MARK IS 0.4 M BELOW HIGHWAY 31.
 NG0017
 NG0017                          STATION RECOVERY (1988)
 NG0017
 NG0017'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0017'MARK RECOVERED IN POOR CONDITION.
 NG0017
 NG0017                          STATION RECOVERY (1994)
 NG0017
 NG0017'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 NG0017'BENCH MARK IS LOCATED ON THE PORT SHELDON QUADRANGLE MAP, IN THE NW
 NG0017'1/4 SECTION 26, T-17-N, R-16-W, GRAND HAVEN TOWNSHIP, OTTAWA COUNTY,
 NG0017'TO REACH BENCH MARK FROM POST OFFICE IN GRAND HAVEN, MICHIGAN GO EAST
 NG0017'0.45 MILES (0.72 KM) THENCE 5.65 MILES (9.09 KM) SOUTH ALONG US 31, AT
 NG0017'THE CROSSROADS OF WINANS STREET.  THE BENCH IS 198 FEET (60.4 M) SOUTH
 NG0017'OF THE CENTERLINE OF WINANS STREET AND THE CHESAPEAKE AND OHIO
 NG0017'RAILROAD CROSSING AND 41.0 FEET (12.5 M) SW OF THE CENTERLINE OF THE
 NG0017'SOUTHBOUND LANE OF US 31, IN TOP OF ROUND CONCRETE MONUMENT PROJECTING
 NG0017'5 INCHES ABOVE GROUND, NOTE--CORNER OF DISK IS BENT UP AND CRACKED BUT
 NG0017'STILL LEGIBLE.
 NG0017
 NG0017                          STATION RECOVERY (2004)
 NG0017
 NG0017'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 NG0017'DISC HAS BEEN SHEARED OFF, BAR AND CONCRETE ARE STILL IN PLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0252 ***********************************************************************
 QJ0252  DESIGNATION -  H 25 MI 79
 QJ0252  PID         -  QJ0252
 QJ0252  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0252  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0252
 QJ0252                         *CURRENT SURVEY CONTROL
 QJ0252  ___________________________________________________________________
 QJ0252* NAD 83(1994)-  45 16 59.51578(N)    083 24 06.12823(W)     ADJUSTED  
 QJ0252* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 QJ0252  ___________________________________________________________________
 QJ0252  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 QJ0252  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0252
 QJ0252  HORZ ORDER  -  THIRD
 QJ0252
 QJ0252.The horizontal coordinates were established by classical geodetic methods
 QJ0252.and adjusted by the National Geodetic Survey in February 1997..
 QJ0252
 QJ0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0252
 QJ0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0252
 QJ0252.The geoid height was determined by GEOID03.
 QJ0252
 QJ0252;                    North         East     Units Scale Factor Converg.
 QJ0252;SPC MI C     -   218,972.823 6,075,701.585   MT  0.99993027   +0 40 54.0
 QJ0252;SPC MI C     -   718,414.77 19,933,404.15   iFT  0.99993027   +0 40 54.0
 QJ0252;UTM  17      - 5,017,217.021   311,644.391   MT  1.00003623   -1 42 25.7
 QJ0252
 QJ0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0252!SPC MI C     -   0.99997798  x   0.99993027  =   0.99990825
 QJ0252!UTM  17      -   0.99997798  x   1.00003623  =   1.00001421
 QJ0252
 QJ0252:                Primary Azimuth Mark                     Grid Az
 QJ0252:SPC MI C     -  H 23 MI 79                               317 41 52.0
 QJ0252:UTM  17      -  H 23 MI 79                               320 05 11.7
 QJ0252
 QJ0252|---------------------------------------------------------------------|
 QJ0252| PID    Reference Object                     Distance      Geod. Az  |
 QJ0252|                                                           dddmmss.s |
 QJ0252| QJ0253 H 23 MI 79                          APPROX. 2.0 KM 3182246.0 |
 QJ0252|---------------------------------------------------------------------|
 QJ0252
 QJ0252                          SUPERSEDED SURVEY CONTROL
 QJ0252
 QJ0252  NAD 83(1986)-  45 16 59.51166(N)    083 24 06.12702(W) AD(       ) 3
 QJ0252  NAD 27      -  45 16 59.45468(N)    083 24 06.21454(W) AD(       ) 3
 QJ0252  NGVD 29 (07/19/86)  177.5    (m)          582.     (f) VERT ANG       
 QJ0252
 QJ0252.Superseded values are not recommended for survey control.
 QJ0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0252.See file dsdata.txt to determine how the superseded data were derived.
 QJ0252
 QJ0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1164417217(NAD 83)
 QJ0252_MARKER: DE = TRAVERSE STATION DISK
 QJ0252_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0252_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0252_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0252
 QJ0252  HISTORY     - Date     Condition        Report By
 QJ0252  HISTORY     - 1979     MONUMENTED       NOS
 QJ0252  HISTORY     - 1980     GOOD             NOS
 QJ0252
 QJ0252                          STATION DESCRIPTION
 QJ0252
 QJ0252'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0252'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF
 QJ0252'PRESQUE ISLE AND 1.40 MILES SOUTHEAST OF THE INNER
 QJ0252'END OF THE LOADING DOCK AT THE PORT OF STONEPORT.
 QJ0252'
 QJ0252'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE
 QJ0252'GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.9 MILES TO A
 QJ0252'PRIVATE ROAD TO THE LEFT.TURN LEFT ON THE PRESQUE ISLE
 QJ0252'CORPORATIONS PRIVATE ROAD AND PROCEED FOR 2.63 MILES
 QJ0252'EASTERLY TO JUNCTION WITH A ROAD TO THE RIGHT. TURN
 QJ0252'RIGHT AND DRIVE ALONG THE SHORELINE FOR 0.38 MILES
 QJ0252'JUST PAST A LOCKED GATE. THE KEY TO THE GATE MAY BE
 QJ0252'OBTAINED FROM THE PRESQUE ISLE CORPORATIONS ENGINEER.
 QJ0252'THE STATION IS 0.10 MILES NORTHWEST OF THE LOCKED GATE.
 QJ0252'
 QJ0252'THE STATION IS A STANDARD ALUMINUM NOS DISK ATTACHED TO
 QJ0252'THE TOP OF A 42 INCH ALUMINUM ROD SET INTO A MASS OF
 QJ0252'CONCRETE 12 INCHES IN DIAMETER FLUSH WITH THE TOP OF A
 QJ0252'GRAVEL RIDGE. THE DISK IS STAMPED---H 25 MI 79---, AND
 QJ0252'IS ABOUT 270 FEET NORTHEAST OF THE ROAD,50 FEET SOUTH
 QJ0252'OF THE SHORELINE, AND 3 FEET EAST OF A NOS WITNESS
 QJ0252'SIGN ATTACHED TO A 2 FOOT HIGH METAL FENCE POST.
 QJ0252'
 QJ0252'HEIGHT OF LIGHT 1.62 METERS.
 QJ0252'
 QJ0252'DESCRIBED BY B.DECROIX.
 QJ0252
 QJ0252                          STATION RECOVERY (1980)
 QJ0252
 QJ0252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 QJ0252'THE STATION, H 25 MI 79, WAS RECOVERED IN GOOD CONDITION AS
 QJ0252'DESCRIBED IN 1979 DESCRIPTION.
 QJ0252'
 QJ0252'RECOVERED BY T KUCHCIAK.
 QJ0252'
 QJ0252'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0007 ***********************************************************************
 OL0007  DESIGNATION -  H 26
 OL0007  PID         -  OL0007
 OL0007  STATE/COUNTY-  MI/OCEANA
 OL0007  USGS QUAD   -  
 OL0007
 OL0007                         *CURRENT SURVEY CONTROL
 OL0007  ___________________________________________________________________
 OL0007* NAD 83(1986)-  43 48 45.     (N)    086 25 08.     (W)     SCALED    
 OL0007* NAVD 88     -       181.364  (meters)     595.03   (feet)  ADJUSTED  
 OL0007  ___________________________________________________________________
 OL0007  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0007  DYNAMIC HT  -         181.330 (meters)     594.91  (feet)  COMP
 OL0007  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 OL0007
 OL0007  VERT ORDER  -  FIRST     CLASS II
 OL0007
 OL0007.The horizontal coordinates were scaled from a topographic map and have
 OL0007.an estimated accuracy of +/- 6 seconds.
 OL0007
 OL0007.The orthometric height was determined by differential leveling
 OL0007.and adjusted by the National Geodetic Survey in June 1991..
 OL0007
 OL0007.The geoid height was determined by GEOID03.
 OL0007
 OL0007.The dynamic height is computed by dividing the NAVD 88
 OL0007.geopotential number by the normal gravity value computed on the
 OL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0007.degrees latitude (g = 980.6199 gals.).
 OL0007
 OL0007.The modeled gravity was interpolated from observed gravity values.
 OL0007
 OL0007;                    North         East    Units  Estimated Accuracy
 OL0007;SPC MI S     -   258,890.    3,834,890.      MT  (+/- 180 meters Scaled)
 OL0007
 OL0007                          SUPERSEDED SURVEY CONTROL
 OL0007
 OL0007  NGVD 29 (??/??/92)  181.467  (m)          595.36   (f) ADJ UNCH    1 2
 OL0007
 OL0007.Superseded values are not recommended for survey control.
 OL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0007.See file dsdata.txt to determine how the superseded data were derived.
 OL0007
 OL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP467512(NAD 83)
 OL0007_MARKER: DB = BENCH MARK DISK
 OL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0007_STAMPING: 595.363 H 26 1930
 OL0007_MARK LOGO: CGS   
 OL0007_PROJECTION: PROJECTING 3 CENTIMETERS
 OL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0007+STABILITY: SURFACE MOTION
 OL0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0007+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0007
 OL0007  HISTORY     - Date     Condition        Report By
 OL0007  HISTORY     - 1930     MONUMENTED       CGS
 OL0007  HISTORY     - 1934     GOOD             NGS
 OL0007  HISTORY     - 1967     GOOD             NGS
 OL0007  HISTORY     - 1984     GOOD             NGS
 OL0007  HISTORY     - 19940821 GOOD             USPSQD
 OL0007  HISTORY     - 20010928 GOOD             USPSQD
 OL0007  HISTORY     - 20050521 GOOD             USPSQD
 OL0007
 OL0007                          STATION DESCRIPTION
 OL0007
 OL0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0007'2.5 MI N FROM PENTWATER.
 OL0007'2.5 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE AT
 OL0007'PENTWATER, OCEANA COUNTY, IN THE EDGE OF A PINE WOOD, 0.4 MILE
 OL0007'SOUTH OF THE TEAPOT DOME SERVICE STATION AND LUNCH ROOM, AND
 OL0007'15.8 FEET EAST OF THE EAST EDGE OF THE HIGHWAY.  A STANDARD
 OL0007'DISK, STAMPED 595.363 H 26 1930 AND SET IN THE TOP OF A CONCRETE
 OL0007'POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.  IT IS 125 FEET
 OL0007'NORTHEAST OF THE INTERSECTION OF BUSINESS HIGHWAY 31 AND A
 OL0007'GRADED ROAD WEST, 8 FEET NORTHEAST OF A 14 INCH OAK TREE, 1 FOOT
 OL0007'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT PROJECTS 6
 OL0007'INCHES.
 OL0007
 OL0007                          STATION RECOVERY (1967)
 OL0007
 OL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OL0007'RECOVERED IN GOOD CONDITION.
 OL0007
 OL0007                          STATION RECOVERY (1984)
 OL0007
 OL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0007'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  3.9 KM
 OL0007'(2.4 MI) NORTH ALONG BUSINESS U.S. HIGHWAY 31 (HANCOCK STREET) FROM
 OL0007'THE POST OFFICE IN PENTWATER, AT A DIM TRACK ROAD LEADING SOUTHEAST,
 OL0007'0.1 KM (0.05 MI) NORTH-NORTHEAST OF A GRAVEL ROAD LEADING WEST TO THE
 OL0007'DUNA VISTA RESORT, 6.85 METERS (22.5 FT) EAST-SOUTHEAST OF THE
 OL0007'CENTERLINE OF THE HIGHWAY, 38.1 METERS (125.0 FT) NORTHEAST OF AN
 OL0007'EXTENDED CENTERLINE OF THE GRAVEL ROAD LEADING WEST TO THE DUNA VISTA
 OL0007'RESORT, AND 4.11 METERS (13.5 FT) SOUTHWEST OF THE DIM TRACK ROAD
 OL0007'LEADING SOUTH-SOUTHEAST.
 OL0007'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 OL0007'THE MARK IS ABOVE LEVEL WITH HIGWAY 31.
 OL0007
 OL0007                          STATION RECOVERY (1994)
 OL0007
 OL0007'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0007'RECOVERED IN GOOD CONDITION.
 OL0007
 OL0007                          STATION RECOVERY (2001)
 OL0007
 OL0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0007'RECOVERED IN GOOD CONDITION.
 OL0007
 OL0007                          STATION RECOVERY (2005)
 OL0007
 OL0007'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVA)
 OL0007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0250 ***********************************************************************
 QJ0250  DESIGNATION -  H 26 MI 79
 QJ0250  PID         -  QJ0250
 QJ0250  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0250  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0250
 QJ0250                         *CURRENT SURVEY CONTROL
 QJ0250  ___________________________________________________________________
 QJ0250* NAD 83(1994)-  45 16 27.46537(N)    083 23 06.49800(W)     ADJUSTED  
 QJ0250* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 QJ0250  ___________________________________________________________________
 QJ0250  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 QJ0250  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0250
 QJ0250  HORZ ORDER  -  THIRD
 QJ0250
 QJ0250.The horizontal coordinates were established by classical geodetic methods
 QJ0250.and adjusted by the National Geodetic Survey in February 1997..
 QJ0250
 QJ0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0250
 QJ0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0250
 QJ0250.The geoid height was determined by GEOID03.
 QJ0250
 QJ0250;                    North         East     Units Scale Factor Converg.
 QJ0250;SPC MI C     -   217,999.114 6,077,012.939   MT  0.99992936   +0 41 36.1
 QJ0250;SPC MI C     -   715,220.19 19,937,706.49   iFT  0.99992936   +0 41 36.1
 QJ0250;UTM  17      - 5,016,189.399   312,914.156   MT  1.00003037   -1 41 42.3
 QJ0250
 QJ0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0250!SPC MI C     -   0.99997795  x   0.99992936  =   0.99990731
 QJ0250!UTM  17      -   0.99997795  x   1.00003037  =   1.00000831
 QJ0250
 QJ0250                          SUPERSEDED SURVEY CONTROL
 QJ0250
 QJ0250  NAD 83(1986)-  45 16 27.46168(N)    083 23 06.49674(W) AD(       ) 3
 QJ0250  NAD 27      -  45 16 27.40468(N)    083 23 06.58983(W) AD(       ) 3
 QJ0250  NGVD 29 (07/19/86)  177.7    (m)          583.     (f) VERT ANG       
 QJ0250
 QJ0250.Superseded values are not recommended for survey control.
 QJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0250.See file dsdata.txt to determine how the superseded data were derived.
 QJ0250
 QJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1291416189(NAD 83)
 QJ0250_MARKER: DE = TRAVERSE STATION DISK
 QJ0250_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0250_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QJ0250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0250
 QJ0250  HISTORY     - Date     Condition        Report By
 QJ0250  HISTORY     - 1979     MONUMENTED       NOS
 QJ0250
 QJ0250                          STATION DESCRIPTION
 QJ0250
 QJ0250'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0250'THE STATION IS LOCATED 4.9 MILES SOUTHEAST OF PRESQUE ISLE
 QJ0250'ON THE NORTHEAST SHORELINE OF FALSE PRESQUE ISLE
 QJ0250'
 QJ0250'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE
 QJ0250'GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.90 MILES TO
 QJ0250'PRESQUE ISLE CORPORATION PRIVATE ROAD ON LEFT. TURN LEFT
 QJ0250'AND GO 2.63 MILES TO JUNCTION WITH ROAD ALONG LAKE HURON
 QJ0250'SHORELINE LEADING TO FALSE PRESQUE ISLE. TURN RIGHT AND GO
 QJ0250'SOUTHEAST ALONG THE ROAD FOR 0.48 MILES TO A LOCKED GATE.
 QJ0250'THE KEY TO THE GATE MAY BE OBTAINED FROM THE PRESQUE ISLE
 QJ0250'CORPORATION. CONTINUE SOUTH ON THE MAIN ROAD ACROSS THE
 QJ0250'ISLAND FOR 2.08 MILES TO AN INTERSECTION OF A TRAIL ALONG
 QJ0250'THE SOUTH SHORE. TURN LEFT AND FOLLOW THE SHORELINE EAST
 QJ0250'AND NORTH PAST KNIGHT BAY TO INTERSECTION OF THE SHORE
 QJ0250'TRAIL AND EAST-WEST TRAIL.WALK ALONG THE SHORE FOR APPROX.
 QJ0250'642 METERS NORTH AND NORTHWEST TO THE AREA OF THE STATION.
 QJ0250'
 QJ0250'THE STATION IS STAMPED---H 26 MI 79---,AND IS ATTACHED TO
 QJ0250'A 42 INCH ALUMINUM ROD WHICH IS DRIVEN TO REFUSAL IN THE
 QJ0250'EXISTING GROUND.THE DISK IS A STANDARD ALUMINUM NOS DISK.
 QJ0250'THE STATION IS 14.54 FEET EAST OF A NOS WITNESS POST SIGN
 QJ0250'WHICH IS NAILED TO A 3 INCH CEDAR,6 FEET SOUTHEAST OF THE
 QJ0250'EXISTING SHORELINE,4 FEET NORTHEAST OF NORTHEAST END
 QJ0250'OF A 10 INCH FALLEN CONSPICIOUS GROWING CEDAR.
 QJ0250'
 QJ0250'HEIGHT OF LIGHT WAS 1.30 METERS.
 QJ0250'
 QJ0250'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0038 ***********************************************************************
 PM0038  DESIGNATION -  H 27
 PM0038  PID         -  PM0038
 PM0038  STATE/COUNTY-  MI/MANISTEE
 PM0038  USGS QUAD   -  MILLERTON (1987)
 PM0038
 PM0038                         *CURRENT SURVEY CONTROL
 PM0038  ___________________________________________________________________
 PM0038* NAD 83(1986)-  44 22 23.     (N)    086 00 43.     (W)     SCALED    
 PM0038* NAVD 88     -       228.828  (meters)     750.75   (feet)  ADJUSTED  
 PM0038  ___________________________________________________________________
 PM0038  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 PM0038  DYNAMIC HT  -         228.800 (meters)     750.65  (feet)  COMP
 PM0038  MODELED GRAV-     980,487.3   (mgal)                       NAVD 88
 PM0038
 PM0038  VERT ORDER  -  FIRST     CLASS II
 PM0038
 PM0038.The horizontal coordinates were scaled from a topographic map and have
 PM0038.an estimated accuracy of +/- 6 seconds.
 PM0038
 PM0038.The orthometric height was determined by differential leveling
 PM0038.and adjusted by the National Geodetic Survey in June 1991..
 PM0038
 PM0038.The geoid height was determined by GEOID03.
 PM0038
 PM0038.The dynamic height is computed by dividing the NAVD 88
 PM0038.geopotential number by the normal gravity value computed on the
 PM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0038.degrees latitude (g = 980.6199 gals.).
 PM0038
 PM0038.The modeled gravity was interpolated from observed gravity values.
 PM0038
 PM0038;                    North         East    Units  Estimated Accuracy
 PM0038;SPC MI C     -   118,720.    5,868,880.      MT  (+/- 180 meters Scaled)
 PM0038
 PM0038                          SUPERSEDED SURVEY CONTROL
 PM0038
 PM0038  NGVD 29 (??/??/92)  228.992  (m)          751.28   (f) ADJ UNCH    1 2
 PM0038
 PM0038.Superseded values are not recommended for survey control.
 PM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0038.See file dsdata.txt to determine how the superseded data were derived.
 PM0038
 PM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ787137(NAD 83)
 PM0038_MARKER: DB = BENCH MARK DISK
 PM0038_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 PM0038_STAMPING: 751.055 H 27 1930
 PM0038_MARK LOGO: CGS   
 PM0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0038
 PM0038  HISTORY     - Date     Condition        Report By
 PM0038  HISTORY     - 1930     MONUMENTED       CGS
 PM0038  HISTORY     - 1948     GOOD             NGS
 PM0038  HISTORY     - 1978     POOR             USGS
 PM0038  HISTORY     - 1984     GOOD             NGS
 PM0038  HISTORY     - 19961001 GOOD             USPSQD
 PM0038  HISTORY     - 20010331 GOOD             NGS
 PM0038  HISTORY     - 20031209 GOOD             USPSQD
 PM0038
 PM0038                          STATION DESCRIPTION
 PM0038
 PM0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 PM0038'AT KALEVA.
 PM0038'AT KALEVA, MANISTEE COUNTY, AT THE KALEVA STATE BANK BUILDING,
 PM0038'IN THE WEST END OF THE NORTH CONCRETE FOUNDATION WALL, 1.3
 PM0038'FEET EAST OF THE CORNER, AND 2.2 FEET HIGHER THAN THE SIDEWALK.
 PM0038'A STANDARD DISK, STAMPED 751.055 H 27 1930.
 PM0038
 PM0038                          STATION RECOVERY (1978)
 PM0038
 PM0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 PM0038'MARK RECOVERED IN POOR CONDITION.
 PM0038
 PM0038                          STATION RECOVERY (1984)
 PM0038
 PM0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0038'RECOVERED IN GOOD CONDITION.  NOTE, THE BANK IS LOCATED SOUTH AND
 PM0038'ACROSS THE STREET FROM THE POST OFFICE.
 PM0038
 PM0038                          STATION RECOVERY (1996)
 PM0038
 PM0038'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0038'RECOVERED IN GOOD CONDITION.
 PM0038
 PM0038                          STATION RECOVERY (2001)
 PM0038
 PM0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0038'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0038
 PM0038                          STATION RECOVERY (2003)
 PM0038
 PM0038'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0251 ***********************************************************************
 QJ0251  DESIGNATION -  H 27 MI 79
 QJ0251  PID         -  QJ0251
 QJ0251  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0251  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0251
 QJ0251                         *CURRENT SURVEY CONTROL
 QJ0251  ___________________________________________________________________
 QJ0251* NAD 83(1994)-  45 16 35.12530(N)    083 23 15.40021(W)     ADJUSTED  
 QJ0251* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 QJ0251  ___________________________________________________________________
 QJ0251  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 QJ0251  GEOID HEIGHT-         -36.93  (meters)                     GEOID03
 QJ0251
 QJ0251  HORZ ORDER  -  THIRD
 QJ0251
 QJ0251.The horizontal coordinates were established by classical geodetic methods
 QJ0251.and adjusted by the National Geodetic Survey in February 1997..
 QJ0251
 QJ0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0251
 QJ0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0251
 QJ0251.The geoid height was determined by GEOID03.
 QJ0251
 QJ0251;                    North         East     Units Scale Factor Converg.
 QJ0251;SPC MI C     -   218,233.208 6,076,816.070   MT  0.99992958   +0 41 29.8
 QJ0251;SPC MI C     -   715,988.22 19,937,060.60   iFT  0.99992958   +0 41 29.8
 QJ0251;UTM  17      - 5,016,431.518   312,727.195   MT  1.00003123   -1 41 48.9
 QJ0251
 QJ0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0251!SPC MI C     -   0.99997784  x   0.99992958  =   0.99990742
 QJ0251!UTM  17      -   0.99997784  x   1.00003123  =   1.00000907
 QJ0251
 QJ0251|---------------------------------------------------------------------|
 QJ0251| PID    Reference Object                     Distance      Geod. Az  |
 QJ0251|                                                           dddmmss.s |
 QJ0251| QJ0250 H 26 MI 79                          305.893 METERS 14038     |
 QJ0251| QJ0252 H 25 MI 79                          APPROX. 1.3 KM 3041541.0 |
 QJ0251|---------------------------------------------------------------------|
 QJ0251
 QJ0251                          SUPERSEDED SURVEY CONTROL
 QJ0251
 QJ0251  NAD 83(1986)-  45 16 35.12149(N)    083 23 15.39891(W) AD(       ) 3
 QJ0251  NAD 27      -  45 16 35.06391(N)    083 23 15.49043(W) AD(       ) 3
 QJ0251  NGVD 29 (07/19/86)  178.4    (m)          585.     (f) VERT ANG       
 QJ0251
 QJ0251.Superseded values are not recommended for survey control.
 QJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0251.See file dsdata.txt to determine how the superseded data were derived.
 QJ0251
 QJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1272716432(NAD 83)
 QJ0251_MARKER: DE = TRAVERSE STATION DISK
 QJ0251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0251_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QJ0251_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0251
 QJ0251  HISTORY     - Date     Condition        Report By
 QJ0251  HISTORY     - 1979     MONUMENTED       NOS
 QJ0251
 QJ0251                          STATION DESCRIPTION
 QJ0251
 QJ0251'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0251'STATION IS LOCATED ABOUT 4.8 MILES SOUTH OF PRESQUE
 QJ0251'ISLE ON THE NORTHEAST SHORELINE OF FALSE PRESQUE ISLE.
 QJ0251'
 QJ0251'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE
 QJ0251'GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.9 MILES TO
 QJ0251'THE PRIVATE ROAD LEADING TO THE PRESQUE ISLE CORP.DOCK
 QJ0251'TURN RIGHT ON THE PRIVATE ROAD AND CONTINUE ON FOR 2.63
 QJ0251'MILES TO THE JUNCTION OF A ROAD BEARING OFF TO THE
 QJ0251'RIGHT. TURN RIGHT AND CONTINUE ON FOR 0.48 MILES TO A
 QJ0251'LOCKED GATE. PROCEED THROUGH THE GATE FOR ANOTHER
 QJ0251'0.50 MILES TO A SHARP BEND TO THE RIGHT.
 QJ0251'PARK YOUR VEHICLE AND WALK LEFT TOWARD THE SHORELINE.
 QJ0251'PROCEED ALONG THE SHORELINE,SOUTHEASTERLY FOR APPROXIMATELY
 QJ0251'0NE HALF OF A MILE AND THE AREA OF THE STATION.
 QJ0251'
 QJ0251'THE STATION IS STAMPED---H 27 MI 79---,AND IS ATTACHED TO
 QJ0251'A 42 INCH ALUMINUM ROD WHICH IS DRIVEN INTO THE GROUND
 QJ0251'TO REFUSAL 1/2 FEET ABOVE THE TOP OF THE GRAVEL BANK,ABOUT
 QJ0251'350 FEET SOUTH OF A P.K.NAIL IN A CONSPICIOUS LONE BIRCH,
 QJ0251'20 FEET WEST OF THE EXISTING SHORELINE, 6.45 FEET NORTH
 QJ0251'OF A NOS WITNESS POST SIGN ON A 2 FOOT METAL FENCE POST.
 QJ0251'
 QJ0251'HEIGHT OF LIGHT ABOVE STATION WAS 1.35 METERS.
 QJ0251'
 QJ0251'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0162 ***********************************************************************
 PL0162  DESIGNATION -  H 28
 PL0162  PID         -  PL0162
 PL0162  STATE/COUNTY-  MI/CRAWFORD
 PL0162  USGS QUAD   -  PERE CHENEY (1951)
 PL0162
 PL0162                         *CURRENT SURVEY CONTROL
 PL0162  ___________________________________________________________________
 PL0162* NAD 83(1986)-  44 35 22.     (N)    084 40 54.     (W)     SCALED    
 PL0162* NAVD 88     -       376.873  (meters)    1236.46   (feet)  ADJUSTED  
 PL0162  ___________________________________________________________________
 PL0162  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PL0162  DYNAMIC HT  -         376.818 (meters)    1236.28  (feet)  COMP
 PL0162  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 PL0162
 PL0162  VERT ORDER  -  FIRST     CLASS II
 PL0162
 PL0162.The horizontal coordinates were scaled from a topographic map and have
 PL0162.an estimated accuracy of +/- 6 seconds.
 PL0162
 PL0162.The orthometric height was determined by differential leveling
 PL0162.and adjusted by the National Geodetic Survey in June 1991..
 PL0162
 PL0162.The geoid height was determined by GEOID03.
 PL0162
 PL0162.The dynamic height is computed by dividing the NAVD 88
 PL0162.geopotential number by the normal gravity value computed on the
 PL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0162.degrees latitude (g = 980.6199 gals.).
 PL0162
 PL0162.The modeled gravity was interpolated from observed gravity values.
 PL0162
 PL0162;                    North         East    Units  Estimated Accuracy
 PL0162;SPC MI C     -   141,480.    5,974,990.      MT  (+/- 180 meters Scaled)
 PL0162
 PL0162                          SUPERSEDED SURVEY CONTROL
 PL0162
 PL0162  NGVD 29 (??/??/92)  376.974  (m)         1236.79   (f) ADJ UNCH    1 2
 PL0162
 PL0162.Superseded values are not recommended for survey control.
 PL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0162.See file dsdata.txt to determine how the superseded data were derived.
 PL0162
 PL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ840399(NAD 83)
 PL0162_MARKER: DB = BENCH MARK DISK
 PL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0162_STAMPING: ELEV 1236.789 FT H 28 1930
 PL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0162+STABILITY: SURFACE MOTION
 PL0162
 PL0162  HISTORY     - Date     Condition        Report By
 PL0162  HISTORY     - 1930     MONUMENTED       CGS
 PL0162  HISTORY     - 1934     GOOD             NGS
 PL0162  HISTORY     - 1976     GOOD             NGS
 PL0162
 PL0162                          STATION DESCRIPTION
 PL0162
 PL0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0162'6 MI S FROM GRAYLING.
 PL0162'6.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0162'GRAYLING, CRAWFORD COUNTY, 4 FEET SOUTHWEST OF THE FIRST POLE
 PL0162'SOUTHEAST OF MILEPOST BC 86, AND 35 FEET NORTHEAST OF THE
 PL0162'NORTHEAST RAIL.  A STANDARD DISK, STAMPED ELEV. 1236.789 FT. H
 PL0162'28 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 PL0162'ABOVE GROUND.
 PL0162
 PL0162                          STATION RECOVERY (1976)
 PL0162
 PL0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0162'0.95 MILE EAST ON FOUR MILE ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 PL0162'27, 4 MILES SOUTH OF GRAYLING, THEN SOUTHEAST ON TRACK ROAD ALONG
 PL0162'NORTH EST SIDE OF NEW YORK CENTRAL RAILROAD TRACKS FOR 0.75 MILE TO
 PL0162'MARK ON RIGHT, 50 FEET SOUTHEAST OF MILEPOST 83, 46.5 FEET
 PL0162'EAST-SOUTHEAST OF A 6 INCH SQUARE CONCRETE RIGHT OF WAY POST AND
 PL0162'APPROXIMATELY 150 FEET SOUTHWEST OF THE TRACK ROAD AND 35.0 FEET
 PL0162'NORTHEAST OF THE NORTHEAST RAIL. A WITNESS POST WAS SET 1 FOOT
 PL0162'NORTHEAST OF THE MARK AND A ROD DRIVEN BY THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0249 ***********************************************************************
 QJ0249  DESIGNATION -  H 28 MI 79
 QJ0249  PID         -  QJ0249
 QJ0249  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0249  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0249
 QJ0249                         *CURRENT SURVEY CONTROL
 QJ0249  ___________________________________________________________________
 QJ0249* NAD 83(1994)-  45 16 20.34728(N)    083 23 00.54046(W)     ADJUSTED  
 QJ0249* NAVD 88     -       178.1    (meters)     584.     (feet)  VERTCON   
 QJ0249  ___________________________________________________________________
 QJ0249  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 QJ0249  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QJ0249
 QJ0249  HORZ ORDER  -  THIRD
 QJ0249
 QJ0249.The horizontal coordinates were established by classical geodetic methods
 QJ0249.and adjusted by the National Geodetic Survey in February 1997..
 QJ0249
 QJ0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0249
 QJ0249.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0249
 QJ0249.The geoid height was determined by GEOID03.
 QJ0249
 QJ0249;                    North         East     Units Scale Factor Converg.
 QJ0249;SPC MI C     -   217,780.973 6,077,145.441   MT  0.99992916   +0 41 40.3
 QJ0249;SPC MI C     -   714,504.50 19,938,141.21   iFT  0.99992916   +0 41 40.3
 QJ0249;UTM  17      - 5,015,965.903   313,037.464   MT  1.00002981   -1 41 37.9
 QJ0249
 QJ0249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0249!SPC MI C     -   0.99997787  x   0.99992916  =   0.99990703
 QJ0249!UTM  17      -   0.99997787  x   1.00002981  =   1.00000768
 QJ0249
 QJ0249|---------------------------------------------------------------------|
 QJ0249| PID    Reference Object                     Distance      Geod. Az  |
 QJ0249|                                                           dddmmss.s |
 QJ0249| QJ0248 H 30 MI 79                          326.900 METERS 15338     |
 QJ0249| QJ0250 H 26 MI 79                          255.248 METERS 32925     |
 QJ0249|---------------------------------------------------------------------|
 QJ0249
 QJ0249                          SUPERSEDED SURVEY CONTROL
 QJ0249
 QJ0249  NAD 83(1986)-  45 16 20.34371(N)    083 23 00.53926(W) AD(       ) 3
 QJ0249  NAD 27      -  45 16 20.28743(N)    083 23 00.63356(W) AD(       ) 3
 QJ0249  NGVD 29 (07/19/86)  178.2    (m)          585.     (f) VERT ANG       
 QJ0249
 QJ0249.Superseded values are not recommended for survey control.
 QJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0249.See file dsdata.txt to determine how the superseded data were derived.
 QJ0249
 QJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1303715966(NAD 83)
 QJ0249_MARKER: DE = TRAVERSE STATION DISK
 QJ0249_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0249_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QJ0249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0249
 QJ0249  HISTORY     - Date     Condition        Report By
 QJ0249  HISTORY     - 1979     MONUMENTED       NOS
 QJ0249
 QJ0249                          STATION DESCRIPTION
 QJ0249
 QJ0249'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0249'STATION IS LOCATED 5 MILES SOUTHEAST OF PRESQUE ISLE
 QJ0249'ON THE NORTHEAST SHORELINE OF FALSE PRESQUE ISLE.
 QJ0249'
 QJ0249'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE
 QJ0249'GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.90 MILES TO THE
 QJ0249'PRESQUE ISLE CORPORATION PRIVATE ROAD ON THE LEFT. TURN LEFT
 QJ0249'ON THE PRIVATE ROAD AND GO EAST AND NORTH FOR 2.63 MILES TO
 QJ0249'THE JUNCTION OF A ROAD TO THE RIGHT. TURN RIGHT AND FOLLOW
 QJ0249'THE SHORELINE ,SOUTHEASTERLY,TOWARD FALSE PRESQUE ISLE FOR
 QJ0249'0.48 MILES TO A LOCKED GATE. KEY TO GATE MAY BE OBTAINED FROM
 QJ0249'ENGINEER AT PRESQUE ISLE CORP. CONTINUE SOUTH ON THE MAIN ROAD
 QJ0249'ACROSS THE ISLAND FOR 2.08 MILES TO INTERSECTION OF TRAIL
 QJ0249'ALONG THE SOUTH SHORE. TURN LEFT AND FOLLOW THE SHORELINE
 QJ0249'EAST AND NORTH PAST KNIGHT BAY TO INTERSECTION OF THE
 QJ0249'SHORE TRAIL AND A EAST-WEST TRAIL.CONTINUE ON ,WALKING,
 QJ0249'FOLLOWING THE SHORELINE FOR APPROXIMATELY 390 METERS AND
 QJ0249'THE AREA OF THE STATION.
 QJ0249'
 QJ0249'THE STATION IS A STANDARD NOS DISK ,ALUMINUM, ATTACHED TO
 QJ0249'A 42 INCH ALUMINUM ROD WHICH IS DRIVEN TO REFUSAL IN THE
 QJ0249'EXISTING GROUND. THE DISK IS STAMPED---H 28 MI 79---, AND
 QJ0249'IS 1/2 FOOT ABOVE THE EXISTING GROUND. THE STATION IS
 QJ0249'17.5 FEET EAST OF A NOS WITNESS POST SIGN WHICH IS NAILED
 QJ0249'TO A 8 INCH CEDAR,25 FEET SOUTHWEST OF THE EXISTING
 QJ0249'SHORELINE, AND 3 FEET SOUTHWEST OF THE TOP OF A GRAVEL
 QJ0249'RIDGE.
 QJ0249'
 QJ0249'HEIGHT OF LIGHT ABOVE STATION WAS 1.56 METERS.
 QJ0249'
 QJ0249'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0665 ***********************************************************************
 OJ0665  DESIGNATION -  H 29 RESET 1978
 OJ0665  PID         -  OJ0665
 OJ0665  STATE/COUNTY-  MI/BAY
 OJ0665  USGS QUAD   -  PINCONNING (1973)
 OJ0665
 OJ0665                         *CURRENT SURVEY CONTROL
 OJ0665  ___________________________________________________________________
 OJ0665* NAD 83(1986)-  43 51 22.     (N)    083 57 45.     (W)     SCALED    
 OJ0665* NAVD 88     -       182.358  (meters)     598.29   (feet)  ADJUSTED  
 OJ0665  ___________________________________________________________________
 OJ0665  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0665  DYNAMIC HT  -         182.326 (meters)     598.18  (feet)  COMP
 OJ0665  MODELED GRAV-     980,437.6   (mgal)                       NAVD 88
 OJ0665
 OJ0665  VERT ORDER  -  FIRST     CLASS II
 OJ0665
 OJ0665.The horizontal coordinates were scaled from a topographic map and have
 OJ0665.an estimated accuracy of +/- 6 seconds.
 OJ0665
 OJ0665.The orthometric height was determined by differential leveling
 OJ0665.and adjusted by the National Geodetic Survey in June 1991..
 OJ0665
 OJ0665.The geoid height was determined by GEOID03.
 OJ0665
 OJ0665.The dynamic height is computed by dividing the NAVD 88
 OJ0665.geopotential number by the normal gravity value computed on the
 OJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0665.degrees latitude (g = 980.6199 gals.).
 OJ0665
 OJ0665.The modeled gravity was interpolated from observed gravity values.
 OJ0665
 OJ0665;                    North         East    Units  Estimated Accuracy
 OJ0665;SPC MI S     -   261,810.    4,032,500.      MT  (+/- 180 meters Scaled)
 OJ0665
 OJ0665                          SUPERSEDED SURVEY CONTROL
 OJ0665
 OJ0665.No superseded survey control is available for this station.
 OJ0665
 OJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ619601(NAD 83)
 OJ0665_MARKER: DB = BENCH MARK DISK
 OJ0665_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0665+WITH SETTING: PAVEMENT
 OJ0665_STAMPING: H 29 RESET 1978
 OJ0665_MARK LOGO: NGS   
 OJ0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0665
 OJ0665  HISTORY     - Date     Condition        Report By
 OJ0665  HISTORY     - 1978     MONUMENTED       NGS
 OJ0665  HISTORY     - 1983     GOOD             NGS
 OJ0665  HISTORY     - 19970824 GOOD             USPSQD
 OJ0665
 OJ0665                          STATION DESCRIPTION
 OJ0665
 OJ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 OJ0665'IN PINCONNING.
 OJ0665'IN PINCONNING, IN THE NORTHWEST INTERSECTION OF SECOND STREET AND D T
 OJ0665'AND IRR RAILROAD TRACKS, 55 FEET NORTH OF THE CENTERLINE OF SECOND
 OJ0665'STREET, 20 FEET WEST OF WEST RAIL OF RAILROAD TRACKS OF MAIN LINE OF
 OJ0665'TRACKS, IN THE NORTH END OF A 7 FOOT BY 13 FOOT CONCRETE SLAB.
 OJ0665'THE MARK IS ABOVE LEVEL WITH TRACKS.
 OJ0665
 OJ0665                          STATION RECOVERY (1983)
 OJ0665
 OJ0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0665'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN PINCONNING,
 OJ0665'LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF SECOND STREET
 OJ0665'AND THE DETROIT AND MACKINAC RAILROAD IN PINCONNING, SET IN TOP OF THE
 OJ0665'NORTH END AND ABOUT CENTER OF A 7- BY 13-FOOT CONCRETE SLAB, ALSO
 OJ0665'ACROSS STREET AND NORTH OF THE FIRE STATION, 16.8 METERS (55.0 FT)
 OJ0665'NORTH OF CENTERLINE OF SECOND STREET, AND 6.1 METERS (20.0 FT) WEST OF
 OJ0665'WEST RAIL.
 OJ0665'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 OJ0665
 OJ0665                          STATION RECOVERY (1997)
 OJ0665
 OJ0665'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0002 ***********************************************************************
 QL0002  DESIGNATION -  H 290
 QL0002  PID         -  QL0002
 QL0002  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0002  USGS QUAD   -  GULLIVER (1972)
 QL0002
 QL0002                         *CURRENT SURVEY CONTROL
 QL0002  ___________________________________________________________________
 QL0002* NAD 83(1986)-  45 59 29.     (N)    086 00 58.     (W)     SCALED    
 QL0002* NAVD 88     -       190.254  (meters)     624.19   (feet)  ADJUSTED  
 QL0002  ___________________________________________________________________
 QL0002  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QL0002  DYNAMIC HT  -         190.262 (meters)     624.22  (feet)  COMP
 QL0002  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 QL0002
 QL0002  VERT ORDER  -  FIRST     CLASS 0
 QL0002
 QL0002.The horizontal coordinates were scaled from a topographic map and have
 QL0002.an estimated accuracy of +/- 6 seconds.
 QL0002
 QL0002.The orthometric height was determined by differential leveling
 QL0002.and adjusted by the National Geodetic Survey in June 1991..
 QL0002
 QL0002.The geoid height was determined by GEOID03.
 QL0002
 QL0002.The dynamic height is computed by dividing the NAVD 88
 QL0002.geopotential number by the normal gravity value computed on the
 QL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0002.degrees latitude (g = 980.6199 gals.).
 QL0002
 QL0002.The modeled gravity was interpolated from observed gravity values.
 QL0002
 QL0002;                    North         East    Units  Estimated Accuracy
 QL0002;SPC MI N     -   134,740.    8,076,220.      MT  (+/- 180 meters Scaled)
 QL0002
 QL0002                          SUPERSEDED SURVEY CONTROL
 QL0002
 QL0002  NGVD 29 (??/??/92)  190.230  (m)          624.11   (f) ADJ UNCH    1 0
 QL0002
 QL0002.Superseded values are not recommended for survey control.
 QL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0002.See file dsdata.txt to determine how the superseded data were derived.
 QL0002
 QL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER761935(NAD 83)
 QL0002_MARKER: DB = BENCH MARK DISK
 QL0002_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0002_SP_SET: FOUNDATION
 QL0002_STAMPING: H 290 1938
 QL0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0002
 QL0002  HISTORY     - Date     Condition        Report By
 QL0002  HISTORY     - 1938     MONUMENTED       CGS
 QL0002  HISTORY     - 1972     GOOD             NGS
 QL0002  HISTORY     - 20021112 MARK NOT FOUND   USPSQD
 QL0002
 QL0002                          STATION DESCRIPTION
 QL0002
 QL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0002'AT GULLIVER.
 QL0002'AT GULLIVER, ABOUT 0.15 MILE SOUTHEAST OF AND ACROSS U.S. HIGHWAY
 QL0002'2 AND THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD
 QL0002'FROM THE POST OFFICE BUILDING, 149 FEET SOUTH OF THE SOUTH RAIL
 QL0002'OF THE MAIN TRACK OF THE ABOVE RAILROAD, 199 FEET EAST OF THE
 QL0002'NORTHEAST CORNER OF A CONCRETE BLOCK BUILDING, 8 FEET NORTH
 QL0002'OF THE NORTH WALL OF A FRAME BUILDING, SET IN THE TOP OF THE
 QL0002'NORTHEAST CORNER OF A 3-BY-3-FOOT ABANDONED CONCRETE FOUNDATION
 QL0002'FOR GAS PUMP AND 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK.  SEC
 QL0002'35, T 42N, R 14W
 QL0002
 QL0002                          STATION RECOVERY (2002)
 QL0002
 QL0002'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0644 ***********************************************************************
 RJ0644  DESIGNATION -  H 293
 RJ0644  PID         -  RJ0644
 RJ0644  STATE/COUNTY-  MI/CHIPPEWA
 RJ0644  USGS QUAD   -  STALWART (1964)
 RJ0644
 RJ0644                         *CURRENT SURVEY CONTROL
 RJ0644  ___________________________________________________________________
 RJ0644* NAD 83(1986)-  46 05 35.     (N)    084 14 17.     (W)     SCALED    
 RJ0644* NAVD 88     -       208.491  (meters)     684.02   (feet)  ADJUSTED  
 RJ0644  ___________________________________________________________________
 RJ0644  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 RJ0644  DYNAMIC HT  -         208.498 (meters)     684.05  (feet)  COMP
 RJ0644  MODELED GRAV-     980,642.6   (mgal)                       NAVD 88
 RJ0644
 RJ0644  VERT ORDER  -  FIRST     CLASS 0
 RJ0644
 RJ0644.The horizontal coordinates were scaled from a topographic map and have
 RJ0644.an estimated accuracy of +/- 6 seconds.
 RJ0644
 RJ0644.The orthometric height was determined by differential leveling
 RJ0644.and adjusted by the National Geodetic Survey in June 1991..
 RJ0644
 RJ0644.The geoid height was determined by GEOID03.
 RJ0644
 RJ0644.The dynamic height is computed by dividing the NAVD 88
 RJ0644.geopotential number by the normal gravity value computed on the
 RJ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0644.degrees latitude (g = 980.6199 gals.).
 RJ0644
 RJ0644.The modeled gravity was interpolated from observed gravity values.
 RJ0644
 RJ0644;                    North         East    Units  Estimated Accuracy
 RJ0644;SPC MI N     -   149,290.    8,213,530.      MT  (+/- 180 meters Scaled)
 RJ0644
 RJ0644                          SUPERSEDED SURVEY CONTROL
 RJ0644
 RJ0644.No superseded survey control is available for this station.
 RJ0644
 RJ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS135080(NAD 83)
 RJ0644_MARKER: I = METAL ROD
 RJ0644_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0644_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0644_STAMPING: H 293 1983
 RJ0644_MARK LOGO: NGS   
 RJ0644_PROJECTION: FLUSH
 RJ0644_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0644+STABILITY: POSITION/ELEVATION WELL
 RJ0644_ROD/PIPE-DEPTH: 8.53 meters
 RJ0644_SLEEVE-DEPTH  : 6.09 meters
 RJ0644
 RJ0644  HISTORY     - Date     Condition        Report By
 RJ0644  HISTORY     - 1983     MONUMENTED       NGS
 RJ0644  HISTORY     - 19940729 GOOD             USPSQD
 RJ0644
 RJ0644                          STATION DESCRIPTION
 RJ0644
 RJ0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0644'0.2 KM (0.15 MI) SOUTH FROM STALWART.
 RJ0644'0.2 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0644'STALWART, SET IN THE LAWN ON THE SOUTH SIDE AND ABOUT THE HIGHEST PART
 RJ0644'OF A HILL IN THE STALWART CEMETERY, BY THE WEST SIDE OF A CONCRETE
 RJ0644'CURB AROUND THE WILLIAM AND ANNIE STEVENSON TOMBSTONE, 38.10 METERS
 RJ0644'(125.0 FT) EAST OF THE WEST FENCE OF THE CEMETERY, 27.12 METERS
 RJ0644'(89.0 FT) NORTH OF THE SOUTH FENCE, 3.80 METERS (12.5 FT) WEST OF THE
 RJ0644'SOUTHWEST CORNER OF THE WILLIAM AND ANNIE STEVENSON TOMBSTONE,
 RJ0644'20.87 METERS (68.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RJ0644'LARGE SIMS TOMBSTONE, 3.32 METERS (10.9 FT) SOUTH-SOUTHWEST OF THE
 RJ0644'NORTHWEST CORNER OF THE CONCRETE CURB AROUND THE WILLIAM AND ANNIE
 RJ0644'STEVENSON TOMBSTONE, 4.26 METERS (14.0 FT) NORTH OF THE CENTER OF THE
 RJ0644'SOUTH DRIVEWAY, AND 0.55 METERS (1.8 FT) WEST OF THE WEST EDGE OF THE
 RJ0644'CONCRETE SLAB COVERING THE GRAVES OF WILLIAM AND ANNIE STEVENSON.
 RJ0644'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 RJ0644'THE MARK IS 2.33 M ABOVE HIGHWAY.
 RJ0644
 RJ0644                          STATION RECOVERY (1994)
 RJ0644
 RJ0644'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0393 ***********************************************************************
 QK0393  DESIGNATION -  H 294
 QK0393  PID         -  QK0393
 QK0393  STATE/COUNTY-  MI/CHIPPEWA
 QK0393  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0393
 QK0393                         *CURRENT SURVEY CONTROL
 QK0393  ___________________________________________________________________
 QK0393* NAD 83(1986)-  45 59 57.     (N)    084 02 57.     (W)     SCALED    
 QK0393* NAVD 88     -       202.998  (meters)     666.00   (feet)  ADJUSTED  
 QK0393  ___________________________________________________________________
 QK0393  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 QK0393  DYNAMIC HT  -         203.002 (meters)     666.02  (feet)  COMP
 QK0393  MODELED GRAV-     980,629.3   (mgal)                       NAVD 88
 QK0393
 QK0393  VERT ORDER  -  FIRST     CLASS 0
 QK0393
 QK0393.The horizontal coordinates were scaled from a topographic map and have
 QK0393.an estimated accuracy of +/- 6 seconds.
 QK0393
 QK0393.The orthometric height was determined by differential leveling
 QK0393.and adjusted by the National Geodetic Survey in June 1991..
 QK0393
 QK0393.The geoid height was determined by GEOID03.
 QK0393
 QK0393.The dynamic height is computed by dividing the NAVD 88
 QK0393.geopotential number by the normal gravity value computed on the
 QK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0393.degrees latitude (g = 980.6199 gals.).
 QK0393
 QK0393.The modeled gravity was interpolated from observed gravity values.
 QK0393
 QK0393;                    North         East    Units  Estimated Accuracy
 QK0393;SPC MI N     -   139,390.    8,228,510.      MT  (+/- 180 meters Scaled)
 QK0393
 QK0393                          SUPERSEDED SURVEY CONTROL
 QK0393
 QK0393.No superseded survey control is available for this station.
 QK0393
 QK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR284981(NAD 83)
 QK0393_MARKER: I = METAL ROD
 QK0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0393_SP_SET: STAINLESS STEEL ROD
 QK0393_STAMPING: H 294 1983
 QK0393_MARK LOGO: NGS   
 QK0393_PROJECTION: RECESSED 3 CENTIMETERS
 QK0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0393_ROD/PIPE-DEPTH: 18.3 meters
 QK0393
 QK0393  HISTORY     - Date     Condition        Report By
 QK0393  HISTORY     - 1983     MONUMENTED       NGS
 QK0393  HISTORY     - 19940728 GOOD             USPSQD
 QK0393
 QK0393                          STATION DESCRIPTION
 QK0393
 QK0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0393'12.2 KM (7.6 MI) WEST FROM DE TOUR VILLAGE.
 QK0393'12.2 KM (7.6 MI) WEST ALONG DAWSON STREET (SOUTH CARIBOU DRIVE) FROM
 QK0393'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QK0393'SET BY A TELEPHONE JUNCTION BOX, ON THE NORTH SIDE OF THE ROAD, 0.2 KM
 QK0393'(0.1 MI) EAST-SOUTHEAST OF A GRAVELED SIDE ROAD LEADING NORTH,
 QK0393'13.01 METERS (42.7 FT) NORTH-NORTHEAST OF THE CENTER OF SOUTH CARIBOU
 QK0393'DRIVE, AND 0.91 METERS (3.0 FT) EAST-SOUTHEAST OF THE TELEPHONE
 QK0393'JUNCTION BOX (NUMBER L 10108 27.5).
 QK0393'THE MARK IS 0.42 METERS  WNW FROM A WITNESS POST.
 QK0393'THE MARK IS ABOVE LEVEL WITH ROAD.
 QK0393
 QK0393                          STATION RECOVERY (1994)
 QK0393
 QK0393'RECOVERY NOTE BY US POWER SQUADRON 1994
 QK0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0595 ***********************************************************************
 RJ0595  DESIGNATION -  H 295
 RJ0595  PID         -  RJ0595
 RJ0595  STATE/COUNTY-  MI/CHIPPEWA
 RJ0595  USGS QUAD   -  BRIMLEY (1975)
 RJ0595
 RJ0595                         *CURRENT SURVEY CONTROL
 RJ0595  ___________________________________________________________________
 RJ0595* NAD 83(1986)-  46 24 45.     (N)    084 33 21.     (W)     SCALED    
 RJ0595* NAVD 88     -       191.719  (meters)     629.00   (feet)  ADJUSTED  
 RJ0595  ___________________________________________________________________
 RJ0595  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ0595  DYNAMIC HT  -         191.727 (meters)     629.02  (feet)  COMP
 RJ0595  MODELED GRAV-     980,656.1   (mgal)                       NAVD 88
 RJ0595
 RJ0595  VERT ORDER  -  FIRST     CLASS 0
 RJ0595
 RJ0595.The horizontal coordinates were scaled from a topographic map and have
 RJ0595.an estimated accuracy of +/- 6 seconds.
 RJ0595
 RJ0595.The orthometric height was determined by differential leveling
 RJ0595.and adjusted by the National Geodetic Survey in June 1991..
 RJ0595
 RJ0595.The geoid height was determined by GEOID03.
 RJ0595
 RJ0595.The dynamic height is computed by dividing the NAVD 88
 RJ0595.geopotential number by the normal gravity value computed on the
 RJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0595.degrees latitude (g = 980.6199 gals.).
 RJ0595
 RJ0595.The modeled gravity was interpolated from observed gravity values.
 RJ0595
 RJ0595;                    North         East    Units  Estimated Accuracy
 RJ0595;SPC MI N     -   183,970.    8,187,870.      MT  (+/- 180 meters Scaled)
 RJ0595
 RJ0595                          SUPERSEDED SURVEY CONTROL
 RJ0595
 RJ0595.No superseded survey control is available for this station.
 RJ0595
 RJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS878427(NAD 83)
 RJ0595_MARKER: I = METAL ROD
 RJ0595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0595_SP_SET: STAINLESS STEEL ROD
 RJ0595_STAMPING: H 295 1983
 RJ0595_MARK LOGO: NGS   
 RJ0595_PROJECTION: FLUSH
 RJ0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0595_ROD/PIPE-DEPTH: 12.2 meters
 RJ0595
 RJ0595  HISTORY     - Date     Condition        Report By
 RJ0595  HISTORY     - 1983     MONUMENTED       NGS
 RJ0595  HISTORY     - 20020910 GOOD             MIDT
 RJ0595  HISTORY     - 20060829 GOOD             USPSQD
 RJ0595
 RJ0595                          STATION DESCRIPTION
 RJ0595
 RJ0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0595'2.1 KM (1.3 MI) NW FROM BRIMLEY.
 RJ0595'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0595'BRIMLEY, THENCE 1.3 KM (0.8 MI) EAST ALONG ASPHALT ROAD (WAISKA BAY
 RJ0595'ROAD), AT THE ENTRANCE TO THE BRIMLEY STATE PARK, 11.0 METERS
 RJ0595'(36.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 RJ0595'0.61 METERS (2.0 FT) EAST OF THE SOUTH ONE OF TWO SIGN SUPPORT POSTS
 RJ0595'OF PARK SIGN, 31.1 METERS (102.0 FT) EAST OF A POWERLINE POLE WITH
 RJ0595'STREET LIGHT ATTACHED, AND 0.91 METERS (3.0 FT) EAST OF EXTENDED
 RJ0595'CENTERLINE OF ASPHALT ROAD NORTH TO STATE PARK.
 RJ0595'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0595
 RJ0595                          STATION RECOVERY (2002)
 RJ0595
 RJ0595'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0595'RECOVERED IN GOOD CONDITION.
 RJ0595
 RJ0595                          STATION RECOVERY (2006)
 RJ0595
 RJ0595'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0629 ***********************************************************************
 RJ0629  DESIGNATION -  H 296
 RJ0629  PID         -  RJ0629
 RJ0629  STATE/COUNTY-  MI/CHIPPEWA
 RJ0629  USGS QUAD   -  BARBEAU (1975)
 RJ0629
 RJ0629                         *CURRENT SURVEY CONTROL
 RJ0629  ___________________________________________________________________
 RJ0629* NAD 83(1986)-  46 18 05.     (N)    084 16 51.     (W)     SCALED    
 RJ0629* NAVD 88     -       216.264  (meters)     709.53   (feet)  ADJUSTED  
 RJ0629  ___________________________________________________________________
 RJ0629  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0629  DYNAMIC HT  -         216.276 (meters)     709.57  (feet)  COMP
 RJ0629  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RJ0629
 RJ0629  VERT ORDER  -  FIRST     CLASS 0
 RJ0629
 RJ0629.The horizontal coordinates were scaled from a topographic map and have
 RJ0629.an estimated accuracy of +/- 6 seconds.
 RJ0629
 RJ0629.The orthometric height was determined by differential leveling
 RJ0629.and adjusted by the National Geodetic Survey in June 1991..
 RJ0629
 RJ0629.The geoid height was determined by GEOID03.
 RJ0629
 RJ0629.The dynamic height is computed by dividing the NAVD 88
 RJ0629.geopotential number by the normal gravity value computed on the
 RJ0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0629.degrees latitude (g = 980.6199 gals.).
 RJ0629
 RJ0629.The modeled gravity was interpolated from observed gravity values.
 RJ0629
 RJ0629;                    North         East    Units  Estimated Accuracy
 RJ0629;SPC MI N     -   172,320.    8,209,430.      MT  (+/- 180 meters Scaled)
 RJ0629
 RJ0629                          SUPERSEDED SURVEY CONTROL
 RJ0629
 RJ0629.No superseded survey control is available for this station.
 RJ0629
 RJ0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094311(NAD 83)
 RJ0629_MARKER: I = METAL ROD
 RJ0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0629_SP_SET: STAINLESS STEEL ROD
 RJ0629_STAMPING: H 296 1983
 RJ0629_MARK LOGO: NGS   
 RJ0629_PROJECTION: RECESSED 8 CENTIMETERS
 RJ0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0629_ROD/PIPE-DEPTH: 3.6  meters
 RJ0629
 RJ0629  HISTORY     - Date     Condition        Report By
 RJ0629  HISTORY     - 1983     MONUMENTED       NGS
 RJ0629
 RJ0629                          STATION DESCRIPTION
 RJ0629
 RJ0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0629'1.4 KM (0.85 MI) NORTH FROM BARBEAU.
 RJ0629'1.4 KM (0.85 MI) NORTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0629'BARBEAU, ON THE EAST SIDE OF THE ROAD, ON PROPERTY OWNED BY GERALD
 RJ0629'DESORMEAUX, 16.9 METERS (55.5 FT) EAST OF THE CENTERLINE OF RIVERSIDE
 RJ0629'ROAD, 27.5 METERS (90.3 FT) NORTH OF THE CENTER OF DRIVEWAY TO HOUSE,
 RJ0629'21.2 METERS (69.4 FT) NORTHWEST OF NORTHWEST CORNER OF ONE STORY LOG
 RJ0629'HOUSE, AND 13.1 METERS (43.1 FT) NORTH-NORTHWEST OF POWERLINE POLE
 RJ0629'NUMBER DRI-76F-9PB.
 RJ0629'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 RJ0629'THE MARK IS 0.6 M ABOVE RIVERSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0668 ***********************************************************************
 RJ0668  DESIGNATION -  H 297
 RJ0668  PID         -  RJ0668
 RJ0668  STATE/COUNTY-  MI/CHIPPEWA
 RJ0668  USGS QUAD   -  OAK RIDGE (1976)
 RJ0668
 RJ0668                         *CURRENT SURVEY CONTROL
 RJ0668  ___________________________________________________________________
 RJ0668* NAD 83(1986)-  46 17 20.     (N)    084 14 42.     (W)     SCALED    
 RJ0668* NAVD 88     -       208.394  (meters)     683.71   (feet)  ADJUSTED  
 RJ0668  ___________________________________________________________________
 RJ0668  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ0668  DYNAMIC HT  -         208.405 (meters)     683.74  (feet)  COMP
 RJ0668  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RJ0668
 RJ0668  VERT ORDER  -  FIRST     CLASS 0
 RJ0668
 RJ0668.The horizontal coordinates were scaled from a topographic map and have
 RJ0668.an estimated accuracy of +/- 6 seconds.
 RJ0668
 RJ0668.The orthometric height was determined by differential leveling
 RJ0668.and adjusted by the National Geodetic Survey in June 1991..
 RJ0668
 RJ0668.The geoid height was determined by GEOID03.
 RJ0668
 RJ0668.The dynamic height is computed by dividing the NAVD 88
 RJ0668.geopotential number by the normal gravity value computed on the
 RJ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0668.degrees latitude (g = 980.6199 gals.).
 RJ0668
 RJ0668.The modeled gravity was interpolated from observed gravity values.
 RJ0668
 RJ0668;                    North         East    Units  Estimated Accuracy
 RJ0668;SPC MI N     -   171,020.    8,212,240.      MT  (+/- 180 meters Scaled)
 RJ0668
 RJ0668                          SUPERSEDED SURVEY CONTROL
 RJ0668
 RJ0668.No superseded survey control is available for this station.
 RJ0668
 RJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS122298(NAD 83)
 RJ0668_MARKER: I = METAL ROD
 RJ0668_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0668_SP_SET: STAINLESS STEEL ROD
 RJ0668_STAMPING: H 297 1983
 RJ0668_MARK LOGO: NGS   
 RJ0668_PROJECTION: FLUSH
 RJ0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0668_ROD/PIPE-DEPTH: 18.0 meters
 RJ0668
 RJ0668  HISTORY     - Date     Condition        Report By
 RJ0668  HISTORY     - 1983     MONUMENTED       NGS
 RJ0668
 RJ0668                          STATION DESCRIPTION
 RJ0668
 RJ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0668'2.8 KM (1.75 MI) EAST FROM BARBEAU.
 RJ0668'2.8 KM (1.75 MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN
 RJ0668'BARBEAU, NEAR THE WEST ENTRANCE TO LUMBER YARD AND ON PROPERTY OF THE
 RJ0668'ALLEN LUMBER COMPANY, 11.8 METERS (38.7 FT) SOUTH OF THE CENTERLINE OF
 RJ0668'THE ROAD, 33.5 METERS (110.0 FT) NORTHWEST OF NORTHWEST CORNER OF
 RJ0668'LUMBER COMPANY OFFICE BUILDING, 4.5 METERS (14.9 FT) NORTH OF
 RJ0668'POWERLINE POLE NUMBER DR 2-218 WITH THREE TRANSFORMERS, 32.9 METERS
 RJ0668'(108.0 FT) NORTHWEST OF BENCH MARK LUMBER, 2.1 METERS (7.0 FT) NORTH
 RJ0668'OF THE APPROXIMATE CENTER OF A TRACK ROAD IN THE LUMBER YARD,
 RJ0668'1.2 METERS (4.0 FT) WEST OF THE EXTENDED LINE OF THE EAST FACE OF A
 RJ0668'LUMBER STORAGE SHED, 7.7 METERS (25.2 FT) NORTH OF THE NORTH FACE OF A
 RJ0668'LUMBER STORAGE SHED, 0.30 METERS (1.0 FT) SOUTH OF A WOODEN FENCE, AND
 RJ0668'32.7 METERS (107.3 FT) WEST OF THE APPROXIMATE CENTER OF THE WEST
 RJ0668'ENTRANCE GATE TO THE LUMBER YARD.
 RJ0668'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0689 ***********************************************************************
 RJ0689  DESIGNATION -  H 297 X
 RJ0689  PID         -  RJ0689
 RJ0689  STATE/COUNTY-  MI/CHIPPEWA
 RJ0689  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0689
 RJ0689                         *CURRENT SURVEY CONTROL
 RJ0689  ___________________________________________________________________
 RJ0689* NAD 83(1986)-  46 27 46.     (N)    084 11 46.     (W)     SCALED    
 RJ0689* NAVD 88     -       214.598  (meters)     704.06   (feet)  ADJUSTED  
 RJ0689  ___________________________________________________________________
 RJ0689  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 RJ0689  DYNAMIC HT  -         214.610 (meters)     704.10  (feet)  COMP
 RJ0689  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0689
 RJ0689  VERT ORDER  -  FIRST     CLASS 0
 RJ0689
 RJ0689.The horizontal coordinates were scaled from a topographic map and have
 RJ0689.an estimated accuracy of +/- 6 seconds.
 RJ0689
 RJ0689.The orthometric height was determined by differential leveling
 RJ0689.and adjusted by the National Geodetic Survey in June 1991..
 RJ0689
 RJ0689.The geoid height was determined by GEOID03.
 RJ0689
 RJ0689.The dynamic height is computed by dividing the NAVD 88
 RJ0689.geopotential number by the normal gravity value computed on the
 RJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0689.degrees latitude (g = 980.6199 gals.).
 RJ0689
 RJ0689.The modeled gravity was interpolated from observed gravity values.
 RJ0689
 RJ0689;                    North         East    Units  Estimated Accuracy
 RJ0689;SPC MI N     -   190,470.    8,215,320.      MT  (+/- 180 meters Scaled)
 RJ0689
 RJ0689                          SUPERSEDED SURVEY CONTROL
 RJ0689
 RJ0689.No superseded survey control is available for this station.
 RJ0689
 RJ0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS152492(NAD 83)
 RJ0689_MARKER: I = METAL ROD
 RJ0689_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0689_SP_SET: STAINLESS STEEL ROD
 RJ0689_STAMPING: H 297 X 1983
 RJ0689_MARK LOGO: NGS   
 RJ0689_PROJECTION: FLUSH
 RJ0689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0689_ROD/PIPE-DEPTH: 7.9  meters
 RJ0689
 RJ0689  HISTORY     - Date     Condition        Report By
 RJ0689  HISTORY     - 1983     MONUMENTED       NGS
 RJ0689
 RJ0689                          STATION DESCRIPTION
 RJ0689
 RJ0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0689'10.2 KM (6.35 MI) EAST FROM SUGAR ISLAND FERRY LANDING.
 RJ0689'7.9 KM (4.9 MI) EAST ALONG 1 1/2 MILE ROAD FROM THE SUGAR ISLAND FERRY
 RJ0689'LANDING ON SUGAR ISLAND, THENCE 2.3 KM (1.45 MI) SOUTH ALONG TOWNLINE
 RJ0689'ROAD TO THE JUNCTION OF 3 MILE ROAD AND THE MARK ON THE LEFT,
 RJ0689'45.3 METERS (148.5 FT) EAST OF THE CENTER OF TOWNLINE ROAD, 9.1 METERS
 RJ0689'(30.0 FT) SOUTH OF THE CENTER OF THE DRIVEWAY, AND 1.2 METERS (4.0 FT)
 RJ0689'NORTHEAST OF THE NORTHEAST CORNER OF A GRAY GARAGE.  NOTE, ROD DRIVEN
 RJ0689'TO REFUSAL, ALSO THE DATUM POINT IS STAMPED H 297.
 RJ0689'THE MARK IS ABOVE LEVEL WITH TOWNLINE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0594 ***********************************************************************
 RJ0594  DESIGNATION -  H 299
 RJ0594  PID         -  RJ0594
 RJ0594  STATE/COUNTY-  MI/CHIPPEWA
 RJ0594  USGS QUAD   -  BRIMLEY (1975)
 RJ0594
 RJ0594                         *CURRENT SURVEY CONTROL
 RJ0594  ___________________________________________________________________
 RJ0594* NAD 83(1986)-  46 24 10.     (N)    084 35 34.     (W)     SCALED    
 RJ0594* NAVD 88     -       208.690  (meters)     684.68   (feet)  ADJUSTED  
 RJ0594  ___________________________________________________________________
 RJ0594  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 RJ0594  DYNAMIC HT  -         208.699 (meters)     684.71  (feet)  COMP
 RJ0594  MODELED GRAV-     980,651.6   (mgal)                       NAVD 88
 RJ0594
 RJ0594  VERT ORDER  -  FIRST     CLASS 0
 RJ0594
 RJ0594.The horizontal coordinates were scaled from a topographic map and have
 RJ0594.an estimated accuracy of +/- 6 seconds.
 RJ0594
 RJ0594.The orthometric height was determined by differential leveling
 RJ0594.and adjusted by the National Geodetic Survey in June 1991..
 RJ0594
 RJ0594.The geoid height was determined by GEOID03.
 RJ0594
 RJ0594.The dynamic height is computed by dividing the NAVD 88
 RJ0594.geopotential number by the normal gravity value computed on the
 RJ0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0594.degrees latitude (g = 980.6199 gals.).
 RJ0594
 RJ0594.The modeled gravity was interpolated from observed gravity values.
 RJ0594
 RJ0594;                    North         East    Units  Estimated Accuracy
 RJ0594;SPC MI N     -   182,800.    8,185,070.      MT  (+/- 180 meters Scaled)
 RJ0594
 RJ0594                          SUPERSEDED SURVEY CONTROL
 RJ0594
 RJ0594.No superseded survey control is available for this station.
 RJ0594
 RJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS850416(NAD 83)
 RJ0594_MARKER: I = METAL ROD
 RJ0594_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0594_SP_SET: STAINLESS STEEL ROD
 RJ0594_STAMPING: H 299 1983
 RJ0594_MARK LOGO: NGS   
 RJ0594_PROJECTION: FLUSH
 RJ0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0594_ROD/PIPE-DEPTH: 11.0 meters
 RJ0594
 RJ0594  HISTORY     - Date     Condition        Report By
 RJ0594  HISTORY     - 1983     MONUMENTED       NGS
 RJ0594  HISTORY     - 20020910 MARK NOT FOUND   MIDT
 RJ0594  HISTORY     - 20021001 MARK NOT FOUND   MIDT
 RJ0594
 RJ0594                          STATION DESCRIPTION
 RJ0594
 RJ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0594'1.8 KM (1.1 MI) WEST FROM BRIMLEY.
 RJ0594'1.6 KM (1.0 MI) WEST ALONG CRAWFORD STREET FROM THE POST IN BRIMLEY TO
 RJ0594'A ROAD LEADING SOUTH, THENCE 0.2 KM (0.1 MI) SOUTH ALONG A DIRT ROAD
 RJ0594'TO THE MARK ON THE LEFT, 8.30 METERS (27.2 FT) EAST OF THE CENTER OF
 RJ0594'THE DIRT ROAD, 5.65 METERS (18.5 FT) SOUTH OF THE NORTH END OF FENCE,
 RJ0594'AND 2.07 METERS (6.8 FT) NORTH OF A CORNER FENCE POST.
 RJ0594'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RJ0594'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0594
 RJ0594                          STATION RECOVERY (2002)
 RJ0594
 RJ0594'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0594'PROBABLY DESTROYED IN HOME CONSTRUCTION
 RJ0594
 RJ0594                          STATION RECOVERY (2002)
 RJ0594
 RJ0594'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RJ0594'UPDATE TO PREVIOUS REPORT OF 09/10/2002. PROBABLY DESTROYED IN ROAD
 RJ0594'CONSTRUCTION WORK. HOME OWNER STATED THAT HE REMEMBERS THE MARK BEING
 RJ0594'THERE BEFORE ROAD WORK, THE DITCHES WERE WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1168 ***********************************************************************
 OJ1168  DESIGNATION -  H 3 MI 79
 OJ1168  PID         -  OJ1168
 OJ1168  STATE/COUNTY-  MI/ST CLAIR
 OJ1168  USGS QUAD   -  LAKEPORT (1976)
 OJ1168
 OJ1168                         *CURRENT SURVEY CONTROL
 OJ1168  ___________________________________________________________________
 OJ1168* NAD 83(1986)-  43 05 05.     (N)    082 28 10.     (W)     SCALED    
 OJ1168* NAVD 88     -       178.12   (+/-2cm)     584.4    (feet)  VERTCON   
 OJ1168  ___________________________________________________________________
 OJ1168  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OJ1168
 OJ1168  VERT ORDER  -  THIRD ? (See Below)
 OJ1168
 OJ1168.The horizontal coordinates were scaled from a topographic map and have
 OJ1168.an estimated accuracy of +/- 6 seconds.
 OJ1168
 OJ1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1168.The vertical order pertains to the NGVD 29 superseded value.
 OJ1168
 OJ1168.The geoid height was determined by GEOID03.
 OJ1168
 OJ1168;                    North         East    Units  Estimated Accuracy
 OJ1168;SPC MI S     -   177,770.    4,154,460.      MT  (+/- 180 meters Scaled)
 OJ1168
 OJ1168                          SUPERSEDED SURVEY CONTROL
 OJ1168
 OJ1168  NGVD 29 (07/19/86)  178.24   (m)          584.8    (f) LEVELING    3  
 OJ1168
 OJ1168.Superseded values are not recommended for survey control.
 OJ1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1168.See file dsdata.txt to determine how the superseded data were derived.
 OJ1168
 OJ1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH803712(NAD 83)
 OJ1168_MARKER: DE = TRAVERSE STATION DISK
 OJ1168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ1168_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ1168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ1168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ1168
 OJ1168  HISTORY     - Date     Condition        Report By
 OJ1168  HISTORY     - 1979     MONUMENTED       NOS
 OJ1168  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ1168
 OJ1168                          STATION DESCRIPTION
 OJ1168
 OJ1168'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ1168'THE STATION IS LOCATED 2.5 MILES SOUTH SOUTHEST OF LAKEPORT AT THE
 OJ1168'EAST END OF METCALF ROAD NEAR THE SHORELINE OF LAKE HURON.
 OJ1168'
 OJ1168'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ1168'SOUTH ON M 25 FOR 2.05 MILES TO A CROSSROAD(METCALF).TURN LEFT
 OJ1168'AND GO EAST ON METCALF FOR 0.2 MILES TO END OF ROAD AND AREA
 OJ1168'OF STATION.
 OJ1168'
 OJ1168'THE STATION IS A STANDARD NOS DISK
 OJ1168'STAMPED---H 3 MI 79 1979---,
 OJ1168'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ1168'FLUSH WITH GROUND.  IT IS LOCATED
 OJ1168'148 FEET EAST FROM FROM A STEEL GUARD RAIL ACROSS THE END OF
 OJ1168'METCALF ROAD,
 OJ1168'83,5 FEET EAST FROM A 12 INCH BY 12 INCH WOOD BULKHEAD,
 OJ1168'5.2 FEET SOUTH FROM THE OUTSIDE EDGE OF A 12 BY 12 BULKHEAD,
 OJ1168'8.0 FEET NORTHWEST FROM OF A SIGN(PRIVATE BEACHES NO TRESSPASSSING.
 OJ1168'
 OJ1168'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ1168'
 OJ1168'DESCRIBED BY J.D SHEA
 OJ1168
 OJ1168                          STATION RECOVERY (2004)
 OJ1168
 OJ1168'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ1168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0304 ***********************************************************************
 QL0304  DESIGNATION -  H 30
 QL0304  PID         -  QL0304
 QL0304  STATE/COUNTY-  MI/MENOMINEE
 QL0304  USGS QUAD   -  WALLACE (1982)
 QL0304
 QL0304                         *CURRENT SURVEY CONTROL
 QL0304  ___________________________________________________________________
 QL0304* NAD 83(1986)-  45 21 18.     (N)    087 37 21.     (W)     SCALED    
 QL0304* NAVD 88     -       215.491  (meters)     706.99   (feet)  ADJUSTED  
 QL0304  ___________________________________________________________________
 QL0304  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 QL0304  DYNAMIC HT  -         215.474 (meters)     706.93  (feet)  COMP
 QL0304  MODELED GRAV-     980,531.4   (mgal)                       NAVD 88
 QL0304
 QL0304  VERT ORDER  -  FIRST     CLASS II
 QL0304
 QL0304.The horizontal coordinates were scaled from a topographic map and have
 QL0304.an estimated accuracy of +/- 6 seconds.
 QL0304
 QL0304.The orthometric height was determined by differential leveling
 QL0304.and adjusted by the National Geodetic Survey in June 1991..
 QL0304
 QL0304.The geoid height was determined by GEOID03.
 QL0304
 QL0304.The dynamic height is computed by dividing the NAVD 88
 QL0304.geopotential number by the normal gravity value computed on the
 QL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0304.degrees latitude (g = 980.6199 gals.).
 QL0304
 QL0304.The modeled gravity was interpolated from observed gravity values.
 QL0304
 QL0304;                    North         East    Units  Estimated Accuracy
 QL0304;SPC MI N     -    63,730.    7,951,220.      MT  (+/- 180 meters Scaled)
 QL0304
 QL0304                          SUPERSEDED SURVEY CONTROL
 QL0304
 QL0304  NGVD 29 (??/??/92)  215.509  (m)          707.05   (f) ADJ UNCH    1 2
 QL0304
 QL0304.Superseded values are not recommended for survey control.
 QL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0304.See file dsdata.txt to determine how the superseded data were derived.
 QL0304
 QL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR512225(NAD 83)
 QL0304_MARKER: DB = BENCH MARK DISK
 QL0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0304_STAMPING: 707.049 H 30 1930
 QL0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0304+STABILITY: SURFACE MOTION
 QL0304
 QL0304  HISTORY     - Date     Condition        Report By
 QL0304  HISTORY     - 1930     MONUMENTED       CGS
 QL0304  HISTORY     - 1934     GOOD             NGS
 QL0304  HISTORY     - 1979     GOOD             WIPSC
 QL0304
 QL0304                          STATION DESCRIPTION
 QL0304
 QL0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QL0304'1.6 MI S FROM INGALLS.
 QL0304'1.6 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0304'THE STATION AT INGALLS, MENOMINEE COUNTY, 850 FEET SOUTH OF
 QL0304'CULVERT 141, AT A WAGON-ROAD CROSSING, 18 FEET NORTH OF THE
 QL0304'CENTERLINE OF THE ROAD, 40.3 FEET WEST OF THE WEST RAIL, AND 7
 QL0304'FEET EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 QL0304'707.049 H 30 1930 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 QL0304'2 INCHES ABOVE GROUND.
 QL0304
 QL0304                          STATION RECOVERY (1979)
 QL0304
 QL0304'RECOVERY NOTE BY WISCONSIN PUBLIC SERVICE COMMISSION 1979
 QL0304'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0248 ***********************************************************************
 QJ0248  DESIGNATION -  H 30 MI 79
 QJ0248  PID         -  QJ0248
 QJ0248  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0248  USGS QUAD   -  PRESQUE ISLE (1971)
 QJ0248
 QJ0248                         *CURRENT SURVEY CONTROL
 QJ0248  ___________________________________________________________________
 QJ0248* NAD 83(1994)-  45 16 10.85907(N)    083 22 53.88235(W)     ADJUSTED  
 QJ0248* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 QJ0248  ___________________________________________________________________
 QJ0248  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 QJ0248  GEOID HEIGHT-         -36.92  (meters)                     GEOID03
 QJ0248
 QJ0248  HORZ ORDER  -  THIRD
 QJ0248
 QJ0248.The horizontal coordinates were established by classical geodetic methods
 QJ0248.and adjusted by the National Geodetic Survey in February 1997..
 QJ0248
 QJ0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0248
 QJ0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0248
 QJ0248.The geoid height was determined by GEOID03.
 QJ0248
 QJ0248;                    North         East     Units Scale Factor Converg.
 QJ0248;SPC MI C     -   217,489.862 6,077,294.110   MT  0.99992890   +0 41 45.0
 QJ0248;SPC MI C     -   713,549.42 19,938,628.97   iFT  0.99992890   +0 41 45.0
 QJ0248;UTM  17      - 5,015,668.819   313,173.886   MT  1.00002918   -1 41 32.9
 QJ0248
 QJ0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0248!SPC MI C     -   0.99997793  x   0.99992890  =   0.99990683
 QJ0248!UTM  17      -   0.99997793  x   1.00002918  =   1.00000711
 QJ0248
 QJ0248:                Primary Azimuth Mark                     Grid Az
 QJ0248:SPC MI C     -  H 10 MI 77                               178 17 16.1
 QJ0248:UTM  17      -  H 10 MI 77                               180 40 34.0
 QJ0248
 QJ0248|---------------------------------------------------------------------|
 QJ0248| PID    Reference Object                     Distance      Geod. Az  |
 QJ0248|                                                           dddmmss.s |
 QJ0248| QJ0243 H 10 MI 77                          APPROX. 7.4 KM 1785901.1 |
 QJ0248| QJ0249 H 28 MI 79                          326.900 METERS 33339     |
 QJ0248|---------------------------------------------------------------------|
 QJ0248
 QJ0248                          SUPERSEDED SURVEY CONTROL
 QJ0248
 QJ0248  NAD 83(1986)-  45 16 10.85560(N)    083 22 53.88121(W) AD(       ) 3
 QJ0248  NAD 27      -  45 16 10.80004(N)    083 22 53.97672(W) AD(       ) 3
 QJ0248  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 QJ0248
 QJ0248.Superseded values are not recommended for survey control.
 QJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0248.See file dsdata.txt to determine how the superseded data were derived.
 QJ0248
 QJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL1317415669(NAD 83)
 QJ0248_MARKER: DE = TRAVERSE STATION DISK
 QJ0248_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QJ0248_SP_SET: METAL PIPE AND CONCRETE SURROUND
 QJ0248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QJ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0248
 QJ0248  HISTORY     - Date     Condition        Report By
 QJ0248  HISTORY     - 1979     MONUMENTED       NOS
 QJ0248
 QJ0248                          STATION DESCRIPTION
 QJ0248
 QJ0248'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 QJ0248'STATION IS LOCATED 5.1 MILES SOUTHEAST OF PRESQUE ISLE
 QJ0248'ON THE NORTHEAST SHORELINE OF FALSE PRESQUE ISLE.
 QJ0248'
 QJ0248'TO REACH THE STATION FROM THE POST OFFICE IN PRESQUE ISLE
 QJ0248'GO SOUTHEAST ON GRAND LAKE ROAD FOR 4.90 MILES TO A PRIVATE
 QJ0248'ROAD TO THE PRESQUE ISLE CORPORATIONS LOADING DOCK. TURN LEFT
 QJ0248'AND GO EAST AND NORTH FOR 2.16 MILES TO THE JUNCTION OF
 QJ0248'A ROAD TO THE RIGHT. THIS ROAD LEADS TO FALSE PRESQUE ISLE.
 QJ0248'TURN RIGHT FOLLOWING THE SHORELINE FOR 0.48 MILES TO A
 QJ0248'LOCKED GATE. THE KEY TO THE GATE MAY BE OBTAINED FROM THE
 QJ0248'PLANT ENGINEER AT THE PRESQUE ISLE CORPORATION OFFICE.
 QJ0248'CONTINUE ON ,SOUTHERLY, FOLLOWING THE MAIN TRAIL FOR 2.08
 QJ0248'MILES ACROSS THE ISLAND TO THE INTERSECTION OF A TRAIL
 QJ0248'ALONG THE SOUTH SHORE. TURN LEFT AND FOLLOW THE SHORELINE
 QJ0248'EAST AND NORTHERLY AROUND KNIGHT BAY TO INTERSECTION OF
 QJ0248'THE SHORE TRAIL AND A EAST-WEST TRAIL. PARK YOUR VEHICLE
 QJ0248'AND WALK FOR APPROXIMATELY 60 METERS ALONG THE SHORELINE
 QJ0248'TO THE AREA OF THE STATION.
 QJ0248'
 QJ0248'THE STATION IS A STANDARD ALUMINUM NOS DISK ATTACHED TO A
 QJ0248'42 INCH ALUMINUM ROD WHICH IS SET IN A MASS OF CONCRETE
 QJ0248'15 INCHES IN DIAMETER AND FLUSH WITH THE TOP OF A GRAVEL
 QJ0248'RIDGE. THE DISK IS STAMPED---H 30 MI 79---, AND IS 79.5
 QJ0248'FEET NORTHEAST OF A P.K.NAIL IN A 10 INCH CEDAR, 66.8 FEET
 QJ0248'SOUTHEAST OF A P.K.NAIL IN A 2 INCH CEDAR, 15 FEET WEST OF
 QJ0248'THE EXISTING SHORELINE, AND 8.3 FEET EAST OF A NOS WITNESS
 QJ0248'POST SIGN WHICH IS ATTACHED TO A METAL FENCE POST 2 FEET
 QJ0248'ABOVE THE GROUND.
 QJ0248'
 QJ0248'HEIGHT OF LIGHT ABOVE STATION WAS 1.56 METERS.
 QJ0248'
 QJ0248'DESCRIBED BY B.DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0536 ***********************************************************************
 QK0536  DESIGNATION -  H 301
 QK0536  PID         -  QK0536
 QK0536  STATE/COUNTY-  MI/CHEBOYGAN
 QK0536  USGS QUAD   -  
 QK0536
 QK0536                         *CURRENT SURVEY CONTROL
 QK0536  ___________________________________________________________________
 QK0536* NAD 83(1986)-  45 38 52.     (N)    084 21 34.     (W)     SCALED    
 QK0536* NAVD 88     -       194.688  (meters)     638.74   (feet)  ADJUSTED  
 QK0536  ___________________________________________________________________
 QK0536  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 QK0536  DYNAMIC HT  -         194.685 (meters)     638.73  (feet)  COMP
 QK0536  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 QK0536  OBS GRAVITY -     980,591.3   (mgal)                       GRAV_OBS
 QK0536
 QK0536  VERT ORDER  -  FIRST     CLASS II
 QK0536
 QK0536.The horizontal coordinates were scaled from a topographic map and have
 QK0536.an estimated accuracy of +/- 6 seconds.
 QK0536
 QK0536.The orthometric height was determined by differential leveling
 QK0536.and adjusted by the National Geodetic Survey in June 1991..
 QK0536
 QK0536.The geoid height was determined by GEOID03.
 QK0536
 QK0536.The dynamic height is computed by dividing the NAVD 88
 QK0536.geopotential number by the normal gravity value computed on the
 QK0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0536.degrees latitude (g = 980.6199 gals.).
 QK0536
 QK0536.The modeled gravity was interpolated from observed gravity values.
 QK0536.The observed gravity was obtained from relative gravimeter ties
 QK0536.to the IGSN71 gravity network.
 QK0536
 QK0536;                    North         East    Units  Estimated Accuracy
 QK0536;SPC MI C     -   259,040.    6,000,560.      MT  (+/- 180 meters Scaled)
 QK0536
 QK0536                          SUPERSEDED SURVEY CONTROL
 QK0536
 QK0536.No superseded survey control is available for this station.
 QK0536
 QK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR057583(NAD 83)
 QK0536_MARKER: I = METAL ROD
 QK0536_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0536_SP_SET: STAINLESS STEEL ROD
 QK0536_STAMPING: H 301 1983
 QK0536_MARK LOGO: NGS   
 QK0536_PROJECTION: FLUSH
 QK0536_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0536_ROD/PIPE-DEPTH: 13.4 meters
 QK0536
 QK0536  HISTORY     - Date     Condition        Report By
 QK0536  HISTORY     - 1983     MONUMENTED       NGS
 QK0536
 QK0536                          STATION DESCRIPTION
 QK0536
 QK0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0536'10.5 KM (6.55 MI) EAST FROM CHEBOYGAN.
 QK0536'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0536'THE POST OFFICE IN CHEBOYGAN, THENCE 10.1 KM (6.30 MI) EAST ALONG U.S.
 QK0536'HIGHWAY 23 (STATE STREET) AT A GRAVEL DRIVEWAY LEADING SOUTH TO J.
 QK0536'GARDNER RESIDENCE, IS SET AT THE SOUTHEAST CORNER OF A 1.2 METERS
 QK0536'(4.0 FT) BY 1.82 METERS (6.0 FT) CONCRETE SLAB SUPPORTING A METAL BOX
 QK0536'0.46 METER (1.5 FT) BY 0.76 METER (2.5 FT) BY 1.31 METERS (4.3 FT)
 QK0536'TALL, 34.29 METERS (112.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23,
 QK0536'15.24 METERS (50.0 FT) WEST OF THE CENTER OF THE J. GARDNER DRIVEWAY,
 QK0536'24.17 METERS (79.3 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 QK0536'GARAGE, 34.93 METERS (114.6 FT) NORTH-NORTHWEST OF THE NORTHWEST
 QK0536'CORNER OF THE HOUSE, 1.06 METERS (3.5 FT) EAST-NORTHEAST OF A
 QK0536'POWERLINE POLE NUMBERED CN2 63 78, 1.76 METERS (5.8 FT) EAST-SOUTHEAST
 QK0536'OF THE SOUTHWEST CORNER OF THE CONCRETE SLAB, AND 0.39 METER (1.3 FT)
 QK0536'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB.  NOTE,
 QK0536'ROD ANCHORED AT THIS DEPTH.
 QK0536'THE MARK IS 0.3 M ABOVE HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0495 ***********************************************************************
 QK0495  DESIGNATION -  H 302
 QK0495  PID         -  QK0495
 QK0495  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0495  USGS QUAD   -  OCQUEOC (1986)
 QK0495
 QK0495                         *CURRENT SURVEY CONTROL
 QK0495  ___________________________________________________________________
 QK0495* NAD 83(1986)-  45 29 22.     (N)    084 00 03.     (W)     SCALED    
 QK0495* NAVD 88     -       203.516  (meters)     667.70   (feet)  ADJUSTED  
 QK0495  ___________________________________________________________________
 QK0495  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 QK0495  DYNAMIC HT  -         203.508 (meters)     667.68  (feet)  COMP
 QK0495  MODELED GRAV-     980,572.6   (mgal)                       NAVD 88
 QK0495
 QK0495  VERT ORDER  -  FIRST     CLASS II
 QK0495
 QK0495.The horizontal coordinates were scaled from a topographic map and have
 QK0495.an estimated accuracy of +/- 6 seconds.
 QK0495
 QK0495.The orthometric height was determined by differential leveling
 QK0495.and adjusted by the National Geodetic Survey in June 1991..
 QK0495
 QK0495.The geoid height was determined by GEOID03.
 QK0495
 QK0495.The dynamic height is computed by dividing the NAVD 88
 QK0495.geopotential number by the normal gravity value computed on the
 QK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0495.degrees latitude (g = 980.6199 gals.).
 QK0495
 QK0495.The modeled gravity was interpolated from observed gravity values.
 QK0495
 QK0495;                    North         East    Units  Estimated Accuracy
 QK0495;SPC MI C     -   241,510.    6,028,600.      MT  (+/- 180 meters Scaled)
 QK0495
 QK0495                          SUPERSEDED SURVEY CONTROL
 QK0495
 QK0495.No superseded survey control is available for this station.
 QK0495
 QK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR343417(NAD 83)
 QK0495_MARKER: I = METAL ROD
 QK0495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0495_SP_SET: STAINLESS STEEL ROD
 QK0495_STAMPING: H 302 1983
 QK0495_MARK LOGO: NGS   
 QK0495_PROJECTION: FLUSH
 QK0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0495_ROD/PIPE-DEPTH: 15.8 meters
 QK0495
 QK0495  HISTORY     - Date     Condition        Report By
 QK0495  HISTORY     - 1983     MONUMENTED       NGS
 QK0495  HISTORY     - 19990830 GOOD             USPSQD
 QK0495
 QK0495                          STATION DESCRIPTION
 QK0495
 QK0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0495'17.7 KM (11.0 MI) NW FROM ROGERS CITY.
 QK0495'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0495'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 15.9 KM (9.9 MI)
 QK0495'NORTHWEST ALONG THE HIGHWAY AT THE WEST END OF A 45.72 METERS
 QK0495'(150.0 FT) METAL GUARDRAIL ON THE NORTH SIDE OF THE HIGHWAY, THE MARK
 QK0495'IS SET SOUTHWEST AND ACROSS THE HIGHWAY BY A CONCRETE HIGHWAY
 QK0495'RIGHT-OF-WAY POST PROJECTING 0.51 METER (1.7 FT), 0.9 KM (0.55 MI)
 QK0495'WEST ALONG HIGHWAY 23 FROM A GRAVEL ROAD LEADING SOUTH (SPENS ROAD),
 QK0495'22.40 METERS (73.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY 23,
 QK0495'29.56 METERS (97.0 FT) SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM THE
 QK0495'WEST END OF A METAL GUARDRAIL THAT IS AT GROUND LEVEL AND IS ANCHORED
 QK0495'BY TWO BOLTS IN A 0.76-METER (2.5-FT) BY 0.76-METER (2.5-FT) CONCRETE
 QK0495'BASE, 0.48 METER (1.6 FT) EAST OF THE CONCRETE RIGHT-OF-WAY POST, AND
 QK0495'11.58 METERS (38.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST ALONG THE
 QK0495'TIMBER LINE SOUTH OF THE SOUTH ROADWAY DITCH.
 QK0495'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QK0495'THE MARK IS ABOVE LEVEL WITH HIGHWAY 23.
 QK0495
 QK0495                          STATION RECOVERY (1999)
 QK0495
 QK0495'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0699 ***********************************************************************
 OJ0699  DESIGNATION -  H 303
 OJ0699  PID         -  OJ0699
 OJ0699  STATE/COUNTY-  MI/BAY
 OJ0699  USGS QUAD   -  STANDISH (1973)
 OJ0699
 OJ0699                         *CURRENT SURVEY CONTROL
 OJ0699  ___________________________________________________________________
 OJ0699* NAD 83(1986)-  43 53 47.     (N)    083 56 14.     (W)     SCALED    
 OJ0699* NAVD 88     -       181.950  (meters)     596.95   (feet)  ADJUSTED  
 OJ0699  ___________________________________________________________________
 OJ0699  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 OJ0699  DYNAMIC HT  -         181.919 (meters)     596.85  (feet)  COMP
 OJ0699  MODELED GRAV-     980,441.6   (mgal)                       NAVD 88
 OJ0699
 OJ0699  VERT ORDER  -  FIRST     CLASS II
 OJ0699
 OJ0699.The horizontal coordinates were scaled from a topographic map and have
 OJ0699.an estimated accuracy of +/- 6 seconds.
 OJ0699
 OJ0699.The orthometric height was determined by differential leveling
 OJ0699.and adjusted by the National Geodetic Survey in June 1991..
 OJ0699
 OJ0699.The geoid height was determined by GEOID03.
 OJ0699
 OJ0699.The dynamic height is computed by dividing the NAVD 88
 OJ0699.geopotential number by the normal gravity value computed on the
 OJ0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0699.degrees latitude (g = 980.6199 gals.).
 OJ0699
 OJ0699.The modeled gravity was interpolated from observed gravity values.
 OJ0699
 OJ0699;                    North         East    Units  Estimated Accuracy
 OJ0699;SPC MI S     -   266,290.    4,034,510.      MT  (+/- 180 meters Scaled)
 OJ0699
 OJ0699                          SUPERSEDED SURVEY CONTROL
 OJ0699
 OJ0699.No superseded survey control is available for this station.
 OJ0699
 OJ0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ640645(NAD 83)
 OJ0699_MARKER: I = METAL ROD
 OJ0699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0699_SP_SET: STAINLESS STEEL ROD
 OJ0699_STAMPING: H 303 1983
 OJ0699_MARK LOGO: NGS   
 OJ0699_PROJECTION: RECESSED 6 CENTIMETERS
 OJ0699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0699_ROD/PIPE-DEPTH: 6.09 meters
 OJ0699
 OJ0699  HISTORY     - Date     Condition        Report By
 OJ0699  HISTORY     - 1983     MONUMENTED       NGS
 OJ0699  HISTORY     - 19970719 GOOD             USPSQD
 OJ0699  HISTORY     - 20040418 MARK NOT FOUND   JCLS
 OJ0699
 OJ0699                          STATION DESCRIPTION
 OJ0699
 OJ0699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0699'6.5 KM (4.05 MI) NE FROM PINCONNING.
 OJ0699'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0699'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0699'ESTEY ROAD, THENCE 3.3 KM (2.05 MI) NORTH ALONG SHORE ROAD, AT THE
 OJ0699'JUNCTION OF WHITE FEATHER ROAD, IN THE NORTHEAST ANGLE OF THE
 OJ0699'INTERSECTION, 19.14 METERS (62.8 FT) EAST OF THE CENTERLINE OF SHORE
 OJ0699'ROAD, 9.78 METERS (32.1 FT) WEST OF THE NORTHWEST CORNER OF A ONE
 OJ0699'STORY HOUSE, 3.10 METERS (10.2 FT) NORTH OF THE NORTH EDGE OF A CEMENT
 OJ0699'DRIVEWAY, AND 0.79 METER (2.6 FT) WEST OF A POWERLINE POLE.
 OJ0699'THE MARK IS 0.79 METERS  W FROM A WITNESS POST.
 OJ0699'THE MARK IS 0.30 M BELOW ROAD.
 OJ0699
 OJ0699                          STATION RECOVERY (1997)
 OJ0699
 OJ0699'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0699'RECOVERED IN GOOD CONDITION.
 OJ0699
 OJ0699                          STATION RECOVERY (2004)
 OJ0699
 OJ0699'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OJ0699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0188 ***********************************************************************
 PK0188  DESIGNATION -  H 304
 PK0188  PID         -  PK0188
 PK0188  STATE/COUNTY-  MI/IOSCO
 PK0188  USGS QUAD   -  EAST TAWAS (1989)
 PK0188
 PK0188                         *CURRENT SURVEY CONTROL
 PK0188  ___________________________________________________________________
 PK0188* NAD 83(1986)-  44 17 40.     (N)    083 26 10.     (W)     SCALED    
 PK0188* NAVD 88     -       181.264  (meters)     594.70   (feet)  ADJUSTED  
 PK0188  ___________________________________________________________________
 PK0188  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0188  DYNAMIC HT  -         181.242 (meters)     594.62  (feet)  COMP
 PK0188  MODELED GRAV-     980,491.8   (mgal)                       NAVD 88
 PK0188
 PK0188  VERT ORDER  -  FIRST     CLASS II
 PK0188
 PK0188.The horizontal coordinates were scaled from a topographic map and have
 PK0188.an estimated accuracy of +/- 6 seconds.
 PK0188
 PK0188.The orthometric height was determined by differential leveling
 PK0188.and adjusted by the National Geodetic Survey in June 1991..
 PK0188
 PK0188.The geoid height was determined by GEOID03.
 PK0188
 PK0188.The dynamic height is computed by dividing the NAVD 88
 PK0188.geopotential number by the normal gravity value computed on the
 PK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0188.degrees latitude (g = 980.6199 gals.).
 PK0188
 PK0188.The modeled gravity was interpolated from observed gravity values.
 PK0188
 PK0188;                    North         East    Units  Estimated Accuracy
 PK0188;SPC MI C     -   109,080.    6,074,260.      MT  (+/- 180 meters Scaled)
 PK0188
 PK0188                          SUPERSEDED SURVEY CONTROL
 PK0188
 PK0188.No superseded survey control is available for this station.
 PK0188
 PK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK056074(NAD 83)
 PK0188_MARKER: I = METAL ROD
 PK0188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0188_SP_SET: STAINLESS STEEL ROD
 PK0188_STAMPING: H 304 1983
 PK0188_MARK LOGO: NGS   
 PK0188_PROJECTION: RECESSED 5 CENTIMETERS
 PK0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0188_ROD/PIPE-DEPTH: 18.3 meters
 PK0188
 PK0188  HISTORY     - Date     Condition        Report By
 PK0188  HISTORY     - 1983     MONUMENTED       NGS
 PK0188  HISTORY     - 20050816 MARK NOT FOUND   USPSQD
 PK0188
 PK0188                          STATION DESCRIPTION
 PK0188
 PK0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0188'7.3 KM (4.55 MI) NE FROM TAWAS CITY.
 PK0188'7.3 KM (4.55 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0188'POST OFFICE IN TAWAS CITY TO THE MARK ON THE LEFT, ALSO 0.1 KM
 PK0188'(0.05 MI) SOUTHWEST FROM THE JUNCTION OF AULERICH ROAD, 22.22 METERS
 PK0188'(72.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 57.42 METERS
 PK0188'(188.4 FT) EAST OF THE APPROXIMATE CENTER OF WEST DRIVEWAY TO A
 PK0188'DRIVE-IN THEATER, 56.27 METERS (184.6 FT) WEST OF THE APPROXIMATE
 PK0188'CENTER OF EAST DRIVEWAY TO A DRIVE-IN THEATER, AND 10.51 METERS
 PK0188'(34.5 FT) SOUTH OF SOUTH END OF TAWAS DRIVE-IN THEATER SIGN.
 PK0188'THE MARK IS 0.60 METERS  W FROM A WITNESS POST.
 PK0188'THE MARK IS 0.30 M BELOW HIGHWAY.
 PK0188
 PK0188                          STATION RECOVERY (2005)
 PK0188
 PK0188'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0188'THE AREA HAS BEEN REDEVELOPED.  THE DRIVE-IN THEATRE AND ITS SIGN NO
 PK0188'LONGER EXISTS.  THE AREA DESCRIBED IS NOW OCCUPIED BY A CITGO GAS
 PK0188'STATION AND THE TAWAS AREA PRESBYTERIAN CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0157 ***********************************************************************
 PK0157  DESIGNATION -  H 305
 PK0157  PID         -  PK0157
 PK0157  STATE/COUNTY-  MI/ARENAC
 PK0157  USGS QUAD   -  WHITTEMORE (1968)
 PK0157
 PK0157                         *CURRENT SURVEY CONTROL
 PK0157  ___________________________________________________________________
 PK0157* NAD 83(1986)-  44 09 23.     (N)    083 46 04.     (W)     SCALED    
 PK0157* NAVD 88     -       197.251  (meters)     647.15   (feet)  ADJUSTED  
 PK0157  ___________________________________________________________________
 PK0157  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 PK0157  DYNAMIC HT  -         197.221 (meters)     647.05  (feet)  COMP
 PK0157  MODELED GRAV-     980,461.5   (mgal)                       NAVD 88
 PK0157
 PK0157  VERT ORDER  -  FIRST     CLASS II
 PK0157
 PK0157.The horizontal coordinates were scaled from a topographic map and have
 PK0157.an estimated accuracy of +/- 6 seconds.
 PK0157
 PK0157.The orthometric height was determined by differential leveling
 PK0157.and adjusted by the National Geodetic Survey in June 1991..
 PK0157
 PK0157.The geoid height was determined by GEOID03.
 PK0157
 PK0157.The dynamic height is computed by dividing the NAVD 88
 PK0157.geopotential number by the normal gravity value computed on the
 PK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0157.degrees latitude (g = 980.6199 gals.).
 PK0157
 PK0157.The modeled gravity was interpolated from observed gravity values.
 PK0157
 PK0157;                    North         East    Units  Estimated Accuracy
 PK0157;SPC MI C     -    93,490.    6,047,910.      MT  (+/- 180 meters Scaled)
 PK0157
 PK0157                          SUPERSEDED SURVEY CONTROL
 PK0157
 PK0157.No superseded survey control is available for this station.
 PK0157
 PK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ786929(NAD 83)
 PK0157_MARKER: I = METAL ROD
 PK0157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0157_SP_SET: STAINLESS STEEL ROD
 PK0157_STAMPING: H 305 1983
 PK0157_MARK LOGO: NGS   
 PK0157_PROJECTION: FLUSH
 PK0157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0157_ROD/PIPE-DEPTH: 5.79 meters
 PK0157
 PK0157  HISTORY     - Date     Condition        Report By
 PK0157  HISTORY     - 1983     MONUMENTED       NGS
 PK0157  HISTORY     - 20010811 GOOD             USPSQD
 PK0157
 PK0157                          STATION DESCRIPTION
 PK0157
 PK0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0157'3.0 KM (1.85 MI) NE FROM TURNER.
 PK0157'1.4 KM (0.9 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0157'ROAD IN TURNER, THENCE 1.5 KM (0.95 MI) NORTH ALONG LENTNER ROAD TO
 PK0157'THE MARK ON THE LEFT, AT A HOUSE, 9.57 METERS (31.4 FT) WEST OF THE
 PK0157'CENTER OF LENTNER ROAD, 24.96 METERS (81.9 FT) SOUTHEAST OF THE
 PK0157'SOUTHEAST CORNER OF A ONE STORY HOUSE, 1.80 METERS (5.9 FT) NORTH OF
 PK0157'TELEPHONE JUNCTION BOX NUMBER 3150-7 M, AND 1.65 METERS (5.4 FT) EAST
 PK0157'OF A CHINESE ELM TREE.
 PK0157'THE MARK IS 1.65 METERS  E FROM A WITNESS POST.
 PK0157'THE MARK IS 0.61 M BELOW LENTNER ROAD.
 PK0157
 PK0157                          STATION RECOVERY (2001)
 PK0157
 PK0157'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0263 ***********************************************************************
 PK0263  DESIGNATION -  H 306
 PK0263  PID         -  PK0263
 PK0263  STATE/COUNTY-  MI/ALPENA
 PK0263  USGS QUAD   -  OSSINEKE (1971)
 PK0263
 PK0263                         *CURRENT SURVEY CONTROL
 PK0263  ___________________________________________________________________
 PK0263* NAD 83(1986)-  44 55 29.     (N)    083 26 15.     (W)     SCALED    
 PK0263* NAVD 88     -       187.325  (meters)     614.58   (feet)  ADJUSTED  
 PK0263  ___________________________________________________________________
 PK0263  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 PK0263  DYNAMIC HT  -         187.311 (meters)     614.54  (feet)  COMP
 PK0263  MODELED GRAV-     980,537.0   (mgal)                       NAVD 88
 PK0263
 PK0263  VERT ORDER  -  FIRST     CLASS II
 PK0263
 PK0263.The horizontal coordinates were scaled from a topographic map and have
 PK0263.an estimated accuracy of +/- 6 seconds.
 PK0263
 PK0263.The orthometric height was determined by differential leveling
 PK0263.and adjusted by the National Geodetic Survey in June 1991..
 PK0263
 PK0263.The geoid height was determined by GEOID03.
 PK0263
 PK0263.The dynamic height is computed by dividing the NAVD 88
 PK0263.geopotential number by the normal gravity value computed on the
 PK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0263.degrees latitude (g = 980.6199 gals.).
 PK0263
 PK0263.The modeled gravity was interpolated from observed gravity values.
 PK0263
 PK0263;                    North         East    Units  Estimated Accuracy
 PK0263;SPC MI C     -   179,110.    6,073,350.      MT  (+/- 180 meters Scaled)
 PK0263
 PK0263                          SUPERSEDED SURVEY CONTROL
 PK0263
 PK0263.No superseded survey control is available for this station.
 PK0263
 PK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK076774(NAD 83)
 PK0263_MARKER: I = METAL ROD
 PK0263_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PK0263_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PK0263_STAMPING: H 306 1983
 PK0263_MARK LOGO: NGS   
 PK0263_PROJECTION: RECESSED 3 CENTIMETERS
 PK0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PK0263+STABILITY: POSITION/ELEVATION WELL
 PK0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0263+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0263_ROD/PIPE-DEPTH: 8.53 meters
 PK0263_SLEEVE-DEPTH  : 3.96 meters
 PK0263
 PK0263  HISTORY     - Date     Condition        Report By
 PK0263  HISTORY     - 1983     MONUMENTED       NGS
 PK0263  HISTORY     - 19990515 GOOD             USPSQD
 PK0263  HISTORY     - 20050829 GOOD             USPSQD
 PK0263
 PK0263                          STATION DESCRIPTION
 PK0263
 PK0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0263'2.6 KM (1.6 MI) NORTH FROM OSSINEKE.
 PK0263'2.4 KM (1.5 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0263'OSSINEKE, THENCE 0.2 KM (0.1 MI) WEST ALONG PIPER ROAD TO THE MARK ON
 PK0263'THE LEFT, AT A SUBSTATION, 24.38 METERS (80.0 FT) SOUTHWEST OF THE
 PK0263'CENTER OF PIPER ROAD, 9.26 METERS (30.4 FT) SOUTHWEST OF THE NORTHWEST
 PK0263'CORNER OF THE CHAIN LINK FENCE AROUND THE SUBSTATION, 2.13 METERS
 PK0263'(7.0 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE,
 PK0263'1.73 METERS (5.7 FT) WEST-NORTHWEST OF THE WEST FACE OF THE FENCE,
 PK0263'36.21 METERS (118.8 FT) SOUTHEAST OF THE SOUTHERNMOST ONE OF TWO POWER
 PK0263'POLES, 15.72 METERS (51.6 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE
 PK0263'DETROIT AND MACKINAC RAILROAD, AND 1.76 METERS (5.8 FT) NORTHEAST OF A
 PK0263'BURIED CABLE SIGN POST.
 PK0263'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 PK0263'THE MARK IS 0.91 M BELOW RAILROAD.
 PK0263
 PK0263                          STATION RECOVERY (1999)
 PK0263
 PK0263'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0263'RECOVERED IN GOOD CONDITION.
 PK0263
 PK0263                          STATION RECOVERY (2005)
 PK0263
 PK0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0263'ADDITION TO THE ABOVE DESCRIPTION
 PK0263'THE MARK IS LOCATED IN A GRAVEL PARKING LOT.  THERE IS NO BURIED CABLE
 PK0263'SIGN POST AND NO WITNESS POST AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0222 ***********************************************************************
 PK0222  DESIGNATION -  H 307
 PK0222  PID         -  PK0222
 PK0222  STATE/COUNTY-  MI/ALCONA
 PK0222  USGS QUAD   -  GREENBUSH (1989)
 PK0222
 PK0222                         *CURRENT SURVEY CONTROL
 PK0222  ___________________________________________________________________
 PK0222* NAD 83(1986)-  44 35 10.     (N)    083 19 00.     (W)     SCALED    
 PK0222* NAVD 88     -       185.402  (meters)     608.27   (feet)  ADJUSTED  
 PK0222  ___________________________________________________________________
 PK0222  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 PK0222  DYNAMIC HT  -         185.382 (meters)     608.21  (feet)  COMP
 PK0222  MODELED GRAV-     980,508.7   (mgal)                       NAVD 88
 PK0222
 PK0222  VERT ORDER  -  FIRST     CLASS II
 PK0222
 PK0222.The horizontal coordinates were scaled from a topographic map and have
 PK0222.an estimated accuracy of +/- 6 seconds.
 PK0222
 PK0222.The orthometric height was determined by differential leveling
 PK0222.and adjusted by the National Geodetic Survey in June 1991..
 PK0222
 PK0222.The geoid height was determined by GEOID03.
 PK0222
 PK0222.The dynamic height is computed by dividing the NAVD 88
 PK0222.geopotential number by the normal gravity value computed on the
 PK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0222.degrees latitude (g = 980.6199 gals.).
 PK0222
 PK0222.The modeled gravity was interpolated from observed gravity values.
 PK0222
 PK0222;                    North         East    Units  Estimated Accuracy
 PK0222;SPC MI C     -   141,600.    6,083,380.      MT  (+/- 180 meters Scaled)
 PK0222
 PK0222                          SUPERSEDED SURVEY CONTROL
 PK0222
 PK0222.No superseded survey control is available for this station.
 PK0222
 PK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK161395(NAD 83)
 PK0222_MARKER: I = METAL ROD
 PK0222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0222_SP_SET: STAINLESS STEEL ROD
 PK0222_STAMPING: H 307 1983
 PK0222_MARK LOGO: NGS   
 PK0222_PROJECTION: FLUSH
 PK0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0222+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0222_ROD/PIPE-DEPTH: 9.75 meters
 PK0222
 PK0222  HISTORY     - Date     Condition        Report By
 PK0222  HISTORY     - 1983     MONUMENTED       NGS
 PK0222  HISTORY     - 19960512 GOOD             USPSQD
 PK0222  HISTORY     - 20050829 GOOD             USPSQD
 PK0222
 PK0222                          STATION DESCRIPTION
 PK0222
 PK0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0222'IN GREENBUSH.
 PK0222'IN GREENBUSH, AT THE JUNCTION OF U.S. HIGHWAY 23 AND GRUFF STREET, IN
 PK0222'THE NORTHWEST ANGLE OF THE INTERSECTION, 0.2 KM (0.15 MI) SOUTH ALONG
 PK0222'U.S. HIGHWAY 23 FROM THE POST OFFICE, 20.94 METERS (68.7 FT) WEST OF
 PK0222'THE CENTERLINE OF U.S. HIGHWAY 23, 13.25 METERS (43.5 FT) SOUTHWEST OF
 PK0222'THE NORTH END OF A CULVERT UNDER GRUFF STREET, 7.34 METERS (24.1 FT)
 PK0222'NORTH OF THE APPROXIMATE CENTER OF GRUFF STREET, AND 1.37 METERS
 PK0222'(4.5 FT) EAST OF A POWERLINE POLE.
 PK0222'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0222'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0222
 PK0222                          STATION RECOVERY (1996)
 PK0222
 PK0222'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0222'RECOVERED IN GOOD CONDITION.
 PK0222
 PK0222                          STATION RECOVERY (2005)
 PK0222
 PK0222'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0222'ADDITION TO THE ABOVE DESCRIPTION
 PK0222'THE MARK IS ABOUT SIX INCHES BELOW THE SOIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0134 ***********************************************************************
 QJ0134  DESIGNATION -  H 308
 QJ0134  PID         -  QJ0134
 QJ0134  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0134  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0134
 QJ0134                         *CURRENT SURVEY CONTROL
 QJ0134  ___________________________________________________________________
 QJ0134* NAD 83(1986)-  45 19 24.     (N)    083 34 08.     (W)     SCALED    
 QJ0134* NAVD 88     -       182.192  (meters)     597.74   (feet)  ADJUSTED  
 QJ0134  ___________________________________________________________________
 QJ0134  GEOID HEIGHT-         -36.88  (meters)                     GEOID03
 QJ0134  DYNAMIC HT  -         182.182 (meters)     597.71  (feet)  COMP
 QJ0134  MODELED GRAV-     980,558.5   (mgal)                       NAVD 88
 QJ0134
 QJ0134  VERT ORDER  -  FIRST     CLASS II
 QJ0134
 QJ0134.The horizontal coordinates were scaled from a topographic map and have
 QJ0134.an estimated accuracy of +/- 6 seconds.
 QJ0134
 QJ0134.The orthometric height was determined by differential leveling
 QJ0134.and adjusted by the National Geodetic Survey in June 1991..
 QJ0134
 QJ0134.The geoid height was determined by GEOID03.
 QJ0134
 QJ0134.The dynamic height is computed by dividing the NAVD 88
 QJ0134.geopotential number by the normal gravity value computed on the
 QJ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0134.degrees latitude (g = 980.6199 gals.).
 QJ0134
 QJ0134.The modeled gravity was interpolated from observed gravity values.
 QJ0134
 QJ0134;                    North         East    Units  Estimated Accuracy
 QJ0134;SPC MI C     -   223,290.    6,062,540.      MT  (+/- 180 meters Scaled)
 QJ0134
 QJ0134                          SUPERSEDED SURVEY CONTROL
 QJ0134
 QJ0134.No superseded survey control is available for this station.
 QJ0134
 QJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL986220(NAD 83)
 QJ0134_MARKER: DB = BENCH MARK DISK
 QJ0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0134_SP_SET: CULVERT HEADWALL
 QJ0134_STAMPING: H 308 1983
 QJ0134_MARK LOGO: NGS   
 QJ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0134+STABILITY: SURFACE MOTION
 QJ0134
 QJ0134  HISTORY     - Date     Condition        Report By
 QJ0134  HISTORY     - 1983     MONUMENTED       NGS
 QJ0134  HISTORY     - 20060106 MARK NOT FOUND   MIDT
 QJ0134
 QJ0134                          STATION DESCRIPTION
 QJ0134
 QJ0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0134'25.1 KM (15.6 MI) SE FROM ROGERS CITY.
 QJ0134'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0134'FROM THE POST OFFICE IN ROGERS CITY, THENCE 20.2 KM (12.55 MI)
 QJ0134'SOUTHEAST ALONG U.S. HIGHWAY 23, AT A HIGH-TENSION POWERLINE CROSSING
 QJ0134'THE HIGHWAY, SET IN TOP OF THE WEST HEADWALL OF A CONCRETE CULVERT
 QJ0134'UNDER THE HIGHWAY, 1.0 KM (0.65 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM
 QJ0134'THE JUNCTION OF COUNTY ROAD E 638, 7.07 METERS (23.2 FT) WEST OF THE
 QJ0134'CENTERLINE OF THE HIGHWAY, 16.76 METERS (55.0 FT) NORTH-NORTHWEST OF A
 QJ0134'MAILBOX (WHITMAN, 19044 U.S. HIGHWAY 23), 2.43 METERS (8.0 FT) SOUTH
 QJ0134'OF A GALVANIZED POST, AND 1.52 METERS (5.0 FT) NORTH OF THE SOUTH END
 QJ0134'OF THE WEST HEADWALL.
 QJ0134'THE MARK IS 0.3 M BELOW HIGHWAY.
 QJ0134
 QJ0134                          STATION RECOVERY (2006)
 QJ0134
 QJ0134'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (JGC)
 QJ0134'MARK DESTROYED DURING ROAD WIDENING 1987, HEADWALL REMOVED CULVERT
 QJ0134'EXTENDED. MIDT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0253 ***********************************************************************
 PK0253  DESIGNATION -  H 309
 PK0253  PID         -  PK0253
 PK0253  STATE/COUNTY-  MI/ALCONA
 PK0253  USGS QUAD   -  SPRUCE (1971)
 PK0253
 PK0253                         *CURRENT SURVEY CONTROL
 PK0253  ___________________________________________________________________
 PK0253* NAD 83(1986)-  44 50 08.     (N)    083 23 06.     (W)     SCALED    
 PK0253* NAVD 88     -       235.981  (meters)     774.21   (feet)  ADJUSTED  
 PK0253  ___________________________________________________________________
 PK0253  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PK0253  DYNAMIC HT  -         235.960 (meters)     774.15  (feet)  COMP
 PK0253  MODELED GRAV-     980,524.5   (mgal)                       NAVD 88
 PK0253
 PK0253  VERT ORDER  -  FIRST     CLASS II
 PK0253
 PK0253.The horizontal coordinates were scaled from a topographic map and have
 PK0253.an estimated accuracy of +/- 6 seconds.
 PK0253
 PK0253.The orthometric height was determined by differential leveling
 PK0253.and adjusted by the National Geodetic Survey in June 1991..
 PK0253
 PK0253.The geoid height was determined by GEOID03.
 PK0253
 PK0253.The dynamic height is computed by dividing the NAVD 88
 PK0253.geopotential number by the normal gravity value computed on the
 PK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0253.degrees latitude (g = 980.6199 gals.).
 PK0253
 PK0253.The modeled gravity was interpolated from observed gravity values.
 PK0253
 PK0253;                    North         East    Units  Estimated Accuracy
 PK0253;SPC MI C     -   169,250.    6,077,610.      MT  (+/- 180 meters Scaled)
 PK0253
 PK0253                          SUPERSEDED SURVEY CONTROL
 PK0253
 PK0253.No superseded survey control is available for this station.
 PK0253
 PK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK114674(NAD 83)
 PK0253_MARKER: I = METAL ROD
 PK0253_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0253_SP_SET: STAINLESS STEEL ROD
 PK0253_STAMPING: H 309 1983
 PK0253_MARK LOGO: NGS   
 PK0253_PROJECTION: FLUSH
 PK0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0253_ROD/PIPE-DEPTH: 8.53 meters
 PK0253
 PK0253  HISTORY     - Date     Condition        Report By
 PK0253  HISTORY     - 1983     MONUMENTED       NGS
 PK0253  HISTORY     - 19960511 MARK NOT FOUND   USPSQD
 PK0253  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 PK0253
 PK0253                          STATION DESCRIPTION
 PK0253
 PK0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0253'9.3 KM (5.8 MI) SOUTH FROM OSSINEKE.
 PK0253'9.3 KM (5.8 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0253'OSSINEKE TO THE MARK ON THE RIGHT, AT THE JUNCTION OF SAYERS ROAD,
 PK0253'15.91 METERS (52.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 PK0253'14.96 METERS (49.1 FT) NORTH OF THE APPROXIMATE CENTER OF SAYERS ROAD,
 PK0253'AND 7.92 METERS (26.0 FT) EAST OF A CONCRETE RIGHT-OF-WAY MARKER.
 PK0253'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0253'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0253
 PK0253                          STATION RECOVERY (1996)
 PK0253
 PK0253'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0253'MARK NOT FOUND.
 PK0253
 PK0253                          STATION RECOVERY (2005)
 PK0253
 PK0253'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0253'THERE IS NO WITNESS POST AT THE AREA DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0271 ***********************************************************************
 OJ0271  DESIGNATION -  H 31
 OJ0271  PID         -  OJ0271
 OJ0271  STATE/COUNTY-  MI/TUSCOLA
 OJ0271  USGS QUAD   -  COLUMBIAVILLE (1978)
 OJ0271
 OJ0271                         *CURRENT SURVEY CONTROL
 OJ0271  ___________________________________________________________________
 OJ0271* NAD 83(1986)-  43 14 16.     (N)    083 29 09.     (W)     SCALED    
 OJ0271* NAVD 88     -       245.598  (meters)     805.77   (feet)  ADJUSTED  
 OJ0271  ___________________________________________________________________
 OJ0271  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 OJ0271  DYNAMIC HT  -         245.542 (meters)     805.58  (feet)  COMP
 OJ0271  MODELED GRAV-     980,384.7   (mgal)                       NAVD 88
 OJ0271
 OJ0271  VERT ORDER  -  FIRST     CLASS II
 OJ0271
 OJ0271.The horizontal coordinates were scaled from a topographic map and have
 OJ0271.an estimated accuracy of +/- 6 seconds.
 OJ0271
 OJ0271.The orthometric height was determined by differential leveling
 OJ0271.and adjusted by the National Geodetic Survey in June 1991..
 OJ0271
 OJ0271.The geoid height was determined by GEOID03.
 OJ0271
 OJ0271.The dynamic height is computed by dividing the NAVD 88
 OJ0271.geopotential number by the normal gravity value computed on the
 OJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0271.degrees latitude (g = 980.6199 gals.).
 OJ0271
 OJ0271.The modeled gravity was interpolated from observed gravity values.
 OJ0271
 OJ0271;                    North         East    Units  Estimated Accuracy
 OJ0271;SPC MI S     -   193,410.    4,071,540.      MT  (+/- 180 meters Scaled)
 OJ0271
 OJ0271                          SUPERSEDED SURVEY CONTROL
 OJ0271
 OJ0271  NGVD 29 (??/??/92)  245.749  (m)          806.26   (f) ADJ UNCH    1 2
 OJ0271
 OJ0271.Superseded values are not recommended for survey control.
 OJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0271.See file dsdata.txt to determine how the superseded data were derived.
 OJ0271
 OJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH981902(NAD 83)
 OJ0271_MARKER: DB = BENCH MARK DISK
 OJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0271_STAMPING: 806.262 H 31 1930
 OJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0271+STABILITY: SURFACE MOTION
 OJ0271
 OJ0271  HISTORY     - Date     Condition        Report By
 OJ0271  HISTORY     - 1930     MONUMENTED       CGS
 OJ0271  HISTORY     - 1934     GOOD             NGS
 OJ0271  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0271
 OJ0271                          STATION DESCRIPTION
 OJ0271
 OJ0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0271'2.3 MI NW FROM OTTER LAKE.
 OJ0271'IN TUSCOLA COUNTY, 2.3 MILES NORTHWEST ALONG THE MICHIGAN
 OJ0271'CENTRAL RAILROAD FROM OTTER LAKE, LAPEER COUNTY, DIRECTLY
 OJ0271'OPPOSITE MILEPOST D 76, AT A ROAD CROSSING, 56 FEET NORTH OF THE
 OJ0271'CENTERLINE OF THE DIRT ROAD, AND 35 FEET WEST OF THE WEST RAIL.
 OJ0271'A STANDARD DISK, STAMPED 806.262 H 31 1930 AND SET IN THE TOP
 OJ0271'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 OJ0271
 OJ0271                          STATION RECOVERY (1999)
 OJ0271
 OJ0271'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0569 ***********************************************************************
 QK0569  DESIGNATION -  H 31 MI 79
 QK0569  PID         -  QK0569
 QK0569  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0569  USGS QUAD   -  ONAWAY (1986)
 QK0569
 QK0569                         *CURRENT SURVEY CONTROL
 QK0569  ___________________________________________________________________
 QK0569* NAD 83(1994)-  45 35 22.02412(N)    084 09 29.62055(W)     ADJUSTED  
 QK0569* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 QK0569  ___________________________________________________________________
 QK0569  LAPLACE CORR-          -4.71  (seconds)                    DEFLEC99
 QK0569  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 QK0569
 QK0569  HORZ ORDER  -  THIRD
 QK0569
 QK0569.The horizontal coordinates were established by classical geodetic methods
 QK0569.and adjusted by the National Geodetic Survey in February 1997..
 QK0569
 QK0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0569
 QK0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0569
 QK0569.The geoid height was determined by GEOID03.
 QK0569
 QK0569;                    North         East     Units Scale Factor Converg.
 QK0569;SPC MI C     -   252,578.704 6,016,264.948   MT  0.99997631   +0 08 50.1
 QK0569;SPC MI C     -   828,670.29 19,738,402.06   iFT  0.99997631   +0 08 50.1
 QK0569;UTM  16      - 5,052,362.768   721,664.972   MT  1.00020414   +2 01 51.0
 QK0569
 QK0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0569!SPC MI C     -   0.99997798  x   0.99997631  =   0.99995429
 QK0569!UTM  16      -   0.99997798  x   1.00020414  =   1.00018212
 QK0569
 QK0569|---------------------------------------------------------------------|
 QK0569| PID    Reference Object                     Distance      Geod. Az  |
 QK0569|                                                           dddmmss.s |
 QK0569| QK0570 H 31A                               294.663 METERS 28707     |
 QK0569| QK0571 HAMMOND BAY W BRK LT                490.239 METERS 3183121.2 |
 QK0569| QK0564 78 S                                APPROX. 4.6 KM 3200504.3 |
 QK0569| QK0572 HAMMOND BAY E BRK LT                APPROX. 0.6 KM 3255039.5 |
 QK0569|---------------------------------------------------------------------|
 QK0569
 QK0569                          SUPERSEDED SURVEY CONTROL
 QK0569
 QK0569  NAD 83(1986)-  45 35 22.01537(N)    084 09 29.62097(W) AD(       ) 3
 QK0569  NAD 27      -  45 35 22.00005(N)    084 09 29.62178(W) AD(       ) 3
 QK0569  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 QK0569
 QK0569.Superseded values are not recommended for survey control.
 QK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0569.See file dsdata.txt to determine how the superseded data were derived.
 QK0569
 QK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2166552363(NAD 83)
 QK0569_MARKER: DD = SURVEY DISK
 QK0569_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QK0569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 QK0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0569
 QK0569  HISTORY     - Date     Condition        Report By
 QK0569  HISTORY     - 1979     MONUMENTED       NOS
 QK0569
 QK0569                          STATION DESCRIPTION
 QK0569
 QK0569'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 QK0569'THE STATION IS LOCATED NEAR THE MARINA FACILITIES AT HAMMOND BAY, MICH
 QK0569'
 QK0569'TO REACH THE STATION FROM THE MARINA PROCEED ON FO0T FOR
 QK0569'APPROXIMATELY 500 FEET EASTERLY ALONG THE SHORELINE TO THE AREA
 QK0569'OF THE STATION.
 QK0569'
 QK0569'THE STATION IS A STANDARD NOS DISK
 QK0569'STAMPED---H 31 MI 79 1979---,
 QK0569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 QK0569'FLUSH WITH GROUND.  IT IS LOCATED APPROXIMATELY 50
 QK0569'FEET FROM THE EXISTING SHORELINE, ON A SAND BAR TYPE POINT OF LAND.
 QK0569'
 QK0569'HEIGHT OF LIGHT ABOVE THE STATION WAS 1.5 METERS.
 QK0569'
 QK0569'DESCRIBED BY B DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0110 ***********************************************************************
 QJ0110  DESIGNATION -  H 310
 QJ0110  PID         -  QJ0110
 QJ0110  STATE/COUNTY-  MI/ALPENA
 QJ0110  USGS QUAD   -  LONG LAKE EAST (1971)
 QJ0110
 QJ0110                         *CURRENT SURVEY CONTROL
 QJ0110  ___________________________________________________________________
 QJ0110* NAD 83(1986)-  45 08 14.     (N)    083 26 26.     (W)     SCALED    
 QJ0110* NAVD 88     -       210.053  (meters)     689.15   (feet)  ADJUSTED  
 QJ0110  ___________________________________________________________________
 QJ0110  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 QJ0110  DYNAMIC HT  -         210.039 (meters)     689.10  (feet)  COMP
 QJ0110  MODELED GRAV-     980,545.9   (mgal)                       NAVD 88
 QJ0110
 QJ0110  VERT ORDER  -  FIRST     CLASS II
 QJ0110
 QJ0110.The horizontal coordinates were scaled from a topographic map and have
 QJ0110.an estimated accuracy of +/- 6 seconds.
 QJ0110
 QJ0110.The orthometric height was determined by differential leveling
 QJ0110.and adjusted by the National Geodetic Survey in June 1991..
 QJ0110
 QJ0110.The geoid height was determined by GEOID03.
 QJ0110
 QJ0110.The dynamic height is computed by dividing the NAVD 88
 QJ0110.geopotential number by the normal gravity value computed on the
 QJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0110.degrees latitude (g = 980.6199 gals.).
 QJ0110
 QJ0110.The modeled gravity was interpolated from observed gravity values.
 QJ0110
 QJ0110;                    North         East    Units  Estimated Accuracy
 QJ0110;SPC MI C     -   202,720.    6,072,840.      MT  (+/- 180 meters Scaled)
 QJ0110
 QJ0110                          SUPERSEDED SURVEY CONTROL
 QJ0110
 QJ0110.No superseded survey control is available for this station.
 QJ0110
 QJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL081010(NAD 83)
 QJ0110_MARKER: I = METAL ROD
 QJ0110_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0110+WITH SETTING: INFORMATION.
 QJ0110_SP_SET: SHALLOW SET METAL ROD
 QJ0110_STAMPING: H 310 1983
 QJ0110_MARK LOGO: NGS   
 QJ0110_PROJECTION: FLUSH
 QJ0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0110_ROD/PIPE-DEPTH: 2.92 meters
 QJ0110
 QJ0110  HISTORY     - Date     Condition        Report By
 QJ0110  HISTORY     - 1983     MONUMENTED       NGS
 QJ0110
 QJ0110                          STATION DESCRIPTION
 QJ0110
 QJ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0110'8.2 KM (5.1 MI) NORTH FROM ALPENA.
 QJ0110'8.2 KM (5.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 (CHISHOLM STREET) FROM
 QJ0110'THE COURTHOUSE IN ALPENA, AT THE IMPORT AUTO SERVICE REPAIR SHOP,
 QJ0110'21.94 METERS (72.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 QJ0110'AND GARAGE (6231 U.S. HIGHWAY 23), 16.91 METERS (55.5 FT) EAST OF THE
 QJ0110'CENTERLINE OF THE HIGHWAY, 28.04 METERS (92.0 FT) NORTH OF THE CENTER
 QJ0110'OF THE ENTRANCE TO THE AUTO REPAIR SHOP, 17.67 METERS (58.0 FT) SOUTH
 QJ0110'OF THE CENTER OF A PRIVATE DRIVEWAY TO THE HOUSE, 1.43 METERS (4.7 FT)
 QJ0110'NORTH OF POWERLINE POLE NUMBER L4A4, AND 2.46 METERS (8.1 FT) EAST OF
 QJ0110'A GUY WIRE ANCHOR TO POWERLINE POLE NUMBER L4A4.  NOTE, THE ROD WAS
 QJ0110'DRIVEN TO REFUSAL.
 QJ0110'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 QJ0110'THE MARK IS 0.46 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0452 ***********************************************************************
 QK0452  DESIGNATION -  H 311
 QK0452  PID         -  QK0452
 QK0452  STATE/COUNTY-  MI/EMMET
 QK0452  USGS QUAD   -  
 QK0452
 QK0452                         *CURRENT SURVEY CONTROL
 QK0452  ___________________________________________________________________
 QK0452* NAD 83(1986)-  45 21 25.     (N)    085 04 38.     (W)     SCALED    
 QK0452* NAVD 88     -       206.640  (meters)     677.95   (feet)  ADJUSTED  
 QK0452  ___________________________________________________________________
 QK0452  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0452  DYNAMIC HT  -         206.632 (meters)     677.93  (feet)  COMP
 QK0452  MODELED GRAV-     980,570.9   (mgal)                       NAVD 88
 QK0452
 QK0452  VERT ORDER  -  FIRST     CLASS II
 QK0452
 QK0452.The horizontal coordinates were scaled from a topographic map and have
 QK0452.an estimated accuracy of +/- 6 seconds.
 QK0452
 QK0452.The orthometric height was determined by differential leveling
 QK0452.and adjusted by the National Geodetic Survey in June 1991..
 QK0452
 QK0452.The geoid height was determined by GEOID03.
 QK0452
 QK0452.The dynamic height is computed by dividing the NAVD 88
 QK0452.geopotential number by the normal gravity value computed on the
 QK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0452.degrees latitude (g = 980.6199 gals.).
 QK0452
 QK0452.The modeled gravity was interpolated from observed gravity values.
 QK0452
 QK0452;                    North         East    Units  Estimated Accuracy
 QK0452;SPC MI C     -   226,960.    5,944,330.      MT  (+/- 180 meters Scaled)
 QK0452
 QK0452                          SUPERSEDED SURVEY CONTROL
 QK0452
 QK0452.No superseded survey control is available for this station.
 QK0452
 QK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR506244(NAD 83)
 QK0452_MARKER: I = METAL ROD
 QK0452_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0452_SP_SET: STAINLESS STEEL ROD
 QK0452_STAMPING: H 311 1984
 QK0452_MARK LOGO: NGS   
 QK0452_PROJECTION: FLUSH
 QK0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0452+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 QK0452_ROD/PIPE-DEPTH: 3.0  meters
 QK0452
 QK0452  HISTORY     - Date     Condition        Report By
 QK0452  HISTORY     - 1984     MONUMENTED       NGS
 QK0452  HISTORY     - 20031229 GOOD             ADVGEO
 QK0452  HISTORY     - 20041209 GOOD             ROWEIN
 QK0452
 QK0452                          STATION DESCRIPTION
 QK0452
 QK0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0452'9.0 KM (5.6 MI) SW FROM PETOSKEY.
 QK0452'9.0 KM (5.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0452'U.S. HIGHWAY 131 IN PETOSKEY, IN THE SOUTHWEST ANGLE OF HORTON BAY
 QK0452'ROAD SOUTH, 50.6 METERS (166.0 FT) SOUTH OF THE CENTERLINE OF THE
 QK0452'HIGHWAY, 14.7 METERS (48.5 FT) WEST OF THE CENTERLINE OF HORTON BAY
 QK0452'ROAD, 5.8 METERS (19.0 FT) WEST OF A METAL BRACED FENCE POST, AND
 QK0452'0.3 METER (1.0 FT) NORTH OF A RIGHT-OF-WAY FENCE.
 QK0452'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QK0452'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 QK0452
 QK0452                          STATION RECOVERY (2003)
 QK0452
 QK0452'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (JDP)
 QK0452'RECOVERED IN GOOD CONDITION.
 QK0452
 QK0452                          STATION RECOVERY (2004)
 QK0452
 QK0452'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 QK0452'ROW OF 15 FOOT CEDARS 8 FT WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0484 ***********************************************************************
 QK0484  DESIGNATION -  H 312
 QK0484  PID         -  QK0484
 QK0484  STATE/COUNTY-  MI/ANTRIM
 QK0484  USGS QUAD   -  
 QK0484
 QK0484                         *CURRENT SURVEY CONTROL
 QK0484  ___________________________________________________________________
 QK0484* NAD 83(1994)-  45 08 12.88467(N)    085 20 55.18414(W)     ADJUSTED  
 QK0484* NAVD 88     -       232.040  (meters)     761.28   (feet)  ADJUSTED  
 QK0484  ___________________________________________________________________
 QK0484  X           -     365,478.341 (meters)                     COMP
 QK0484  Y           -  -4,492,115.119 (meters)                     COMP
 QK0484  Z           -   4,498,234.395 (meters)                     COMP
 QK0484  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 QK0484  ELLIP HEIGHT-         197.33  (meters)          (07/17/02) GPS OBS
 QK0484  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 QK0484  DYNAMIC HT  -         232.036 (meters)     761.27  (feet)  COMP
 QK0484  MODELED GRAV-     980,594.0   (mgal)                       NAVD 88
 QK0484
 QK0484  HORZ ORDER  -  FIRST
 QK0484  VERT ORDER  -  FIRST     CLASS II
 QK0484  ELLP ORDER  -  FOURTH    CLASS I
 QK0484
 QK0484.The horizontal coordinates were established by GPS observations
 QK0484.and adjusted by the National Geodetic Survey in February 1997..
 QK0484
 QK0484.The orthometric height was determined by differential leveling
 QK0484.and adjusted by the National Geodetic Survey in June 1991..
 QK0484
 QK0484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0484
 QK0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0484
 QK0484.The ellipsoidal height was determined by GPS observations
 QK0484.and is referenced to NAD 83.
 QK0484
 QK0484.The geoid height was determined by GEOID03.
 QK0484
 QK0484.The dynamic height is computed by dividing the NAVD 88
 QK0484.geopotential number by the normal gravity value computed on the
 QK0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0484.degrees latitude (g = 980.6199 gals.).
 QK0484
 QK0484.The modeled gravity was interpolated from observed gravity values.
 QK0484
 QK0484;                    North         East     Units Scale Factor Converg.
 QK0484;SPC MI C     -   202,733.619 5,922,765.564   MT  0.99991840   -0 41 37.3
 QK0484;SPC MI C     -   665,136.55 19,431,645.55   iFT  0.99991840   -0 41 37.3
 QK0484;UTM  16      - 4,999,486.213   629,840.281   MT  0.99980729   +1 10 14.2
 QK0484
 QK0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0484!SPC MI C     -   0.99996906  x   0.99991840  =   0.99988747
 QK0484!UTM  16      -   0.99996906  x   0.99980729  =   0.99977636
 QK0484
 QK0484                          SUPERSEDED SURVEY CONTROL
 QK0484
 QK0484  ELLIP H (02/03/97)  197.31   (m)                       GP(       ) 4 1
 QK0484  NAD 83(1986)-  45 08 12.87900(N)    085 20 55.19440(W) AD(       ) 1
 QK0484  NAD 83(1986)-  45 08 12.87355(N)    085 20 55.18294(W) AD(       ) 3
 QK0484  NAVD 88 (09/30/91)  232.04   (m)          761.3    (f) LEVELING    3  
 QK0484  NGVD 29 (03/27/91)  232.14   (m)          761.6    (f) LEVELING    3  
 QK0484
 QK0484.Superseded values are not recommended for survey control.
 QK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0484.See file dsdata.txt to determine how the superseded data were derived.
 QK0484
 QK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2984099486(NAD 83)
 QK0484_MARKER: I = METAL ROD
 QK0484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0484_SP_SET: STAINLESS STEEL ROD
 QK0484_STAMPING: H 312 1984
 QK0484_MARK LOGO: NGS   
 QK0484_PROJECTION: FLUSH
 QK0484_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0484+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2002
 QK0484_ROD/PIPE-DEPTH: 12.0 meters
 QK0484
 QK0484  HISTORY     - Date     Condition        Report By
 QK0484  HISTORY     - 1984     MONUMENTED       NGS
 QK0484  HISTORY     - 19890403 GOOD             NGS
 QK0484  HISTORY     - 19910626 GOOD             NGS
 QK0484  HISTORY     - 19930622 GOOD             NOS
 QK0484  HISTORY     - 19970426 GOOD             USPSQD
 QK0484  HISTORY     - 19991118 GOOD             USPSQD
 QK0484  HISTORY     - 20010524 GOOD             INDIV
 QK0484  HISTORY     - 20020601 GOOD             INDIV
 QK0484  HISTORY     - 20020703 GOOD             INDIV
 QK0484  HISTORY     - 20040530 GOOD             USPSQD
 QK0484
 QK0484                          STATION DESCRIPTION
 QK0484
 QK0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0484'23.2 KM (14.5 MI) SOUTH FROM CHARLEVOIX.
 QK0484'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 QK0484'23.2 KM (14.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0484'IN CHARLEVOIX, 24.1 METERS (79.3 FT) WEST OF THE CENTERLINE OF THE
 QK0484'HIGHWAY, AND 4.5 METERS (15.0 FT) NORTH FROM THE SOUTH EDGE OF PARK
 QK0484'AND A DROP OFF.
 QK0484'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 QK0484
 QK0484                          STATION RECOVERY (1989)
 QK0484
 QK0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 QK0484'THE STATION IS LOCATED ABOUT 22.8 KM (14.15 MI) SOUTH OF CHARLEVOIX,
 QK0484'20.2 KM (12.55 MI) WEST-NORTHWEST OF EAST JORDON AND 5.2 KM (3.25 MI)
 QK0484'NORTH OF EASTPORT.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 QK0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 QK0484'HIGHWAY 66 IN SOUTH CHARLEVOIX, GO SOUTHERLY ON HIGHWAY 31 FOR 22.76
 QK0484'KM (14.15 MI) TO THE STATION ON THE RIGHT, IN THE SOUTH END OF A
 QK0484'SCENIC TURNOUT.
 QK0484'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD THAT WAS DRIVEN
 QK0484'INTO THE GROUND AND COVERED BY A NGS LOGO CAP THAT IS FLUSH WITH THE
 QK0484'GROUND.  LOCATED 24.1 M (79.1 FT) WEST OF THE CENTERLINE OF HIGHWAY
 QK0484'31, 3.8 M (12.5 FT) NORTH-NORTHWEST OF THE SOUTH WOODEN POST AT THE
 QK0484'SOUTH END OF THE TURNOUT, 0.7 M (2.3 FT) WEST OF THE THIRD WOODEN POST
 QK0484'NORTH OF THE SOUTH END OF TURNOFF AND 0.5 M (1.6 FT) EAST OF A
 QK0484'CARSONITE WITNESS POST.
 QK0484'DESCRIBED BY E.J. HANSMANN.
 QK0484
 QK0484                          STATION RECOVERY (1991)
 QK0484
 QK0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0484'THE STATION IS LOCATED ABOUT 22.8 KM (14.2 MI) SOUTH OF CHARLEVOIX,
 QK0484'20.2 KM (12.6 MI) WEST-NORTHWEST OF EAST JORDON AND 5.2 KM (3.2 MI)
 QK0484'NORTH OF EASTPORT.  OWNERSHIP--UNKNOWN, REPORTED ON PRIVATE PROPERTY.
 QK0484'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 QK0484'HIGHWAY 66 IN SOUTH CHARLEVOIX, GO SOUTHERLY ON HIGHWAY 31 FOR 17.3
 QK0484'KM (10.7 MI) TO COUNTY ROAD 48 ON THE LEFT.  CONTINUE SOUTHERLY ON
 QK0484'HIGHWAY 31 FOR 5.55 KM (3.45 MI) TO THE STATION ON THE RIGHT IN THE
 QK0484'SOUTH END OF A CLEARING.
 QK0484'LOCATED 24.1 M (79.1 FT) WEST FROM THE CENTER OF HIGHWAY 31, 113.9 M
 QK0484'(373.7 FT) SOUTH-SOUTHWEST FROM THE SOUTHERNMOST POST FOR THE
 QK0484'GUARDRAIL, 6.9 M (22.6 FT) NORTH FROM A SMALL TREE IN THE NORTHEAST
 QK0484'CORNER OF STEEP SLOPE, AND 0.3 M (1.0 FT) EAST FROM A CARSONITE
 QK0484'WITNESS POST.
 QK0484
 QK0484                          STATION RECOVERY (1993)
 QK0484
 QK0484'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0484'RECOVERED IN GOOD CONDITION.
 QK0484
 QK0484                          STATION RECOVERY (1997)
 QK0484
 QK0484'RECOVERY NOTE BY US POWER SQUADRON 1997
 QK0484'RECOVERED IN GOOD CONDITION.
 QK0484
 QK0484                          STATION RECOVERY (1999)
 QK0484
 QK0484'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0484'RECOVERED IN GOOD CONDITION.
 QK0484
 QK0484                          STATION RECOVERY (2001)
 QK0484
 QK0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JEE)
 QK0484'RECOVERED IN GOOD CONDITION.
 QK0484
 QK0484                          STATION RECOVERY (2002)
 QK0484
 QK0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0484'WITNESS POST IS IN PLACE.
 QK0484
 QK0484                          STATION RECOVERY (2002)
 QK0484
 QK0484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0484'WITNESS POST IS PRESENT.
 QK0484
 QK0484                          STATION RECOVERY (2004)
 QK0484
 QK0484'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0372 ***********************************************************************
 PL0372  DESIGNATION -  H 313
 PL0372  PID         -  PL0372
 PL0372  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0372  USGS QUAD   -  WALTON (1985)
 PL0372
 PL0372                         *CURRENT SURVEY CONTROL
 PL0372  ___________________________________________________________________
 PL0372* NAD 83(1986)-  44 48 30.     (N)    085 28 38.     (W)     SCALED    
 PL0372* NAVD 88     -       194.595  (meters)     638.43   (feet)  ADJUSTED  
 PL0372  ___________________________________________________________________
 PL0372  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 PL0372  DYNAMIC HT  -         194.582 (meters)     638.39  (feet)  COMP
 PL0372  MODELED GRAV-     980,542.9   (mgal)                       NAVD 88
 PL0372
 PL0372  VERT ORDER  -  FIRST     CLASS II
 PL0372
 PL0372.The horizontal coordinates were scaled from a topographic map and have
 PL0372.an estimated accuracy of +/- 6 seconds.
 PL0372
 PL0372.The orthometric height was determined by differential leveling
 PL0372.and adjusted by the National Geodetic Survey in June 1991..
 PL0372
 PL0372.The geoid height was determined by GEOID03.
 PL0372
 PL0372.The dynamic height is computed by dividing the NAVD 88
 PL0372.geopotential number by the normal gravity value computed on the
 PL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0372.degrees latitude (g = 980.6199 gals.).
 PL0372
 PL0372.The modeled gravity was interpolated from observed gravity values.
 PL0372
 PL0372;                    North         East    Units  Estimated Accuracy
 PL0372;SPC MI C     -   166,360.    5,912,160.      MT  (+/- 180 meters Scaled)
 PL0372
 PL0372                          SUPERSEDED SURVEY CONTROL
 PL0372
 PL0372.No superseded survey control is available for this station.
 PL0372
 PL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ204627(NAD 83)
 PL0372_MARKER: I = METAL ROD
 PL0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0372_SP_SET: STAINLESS STEEL ROD
 PL0372_STAMPING: H 313 1984
 PL0372_MARK LOGO: NGS   
 PL0372_PROJECTION: FLUSH
 PL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0372_ROD/PIPE-DEPTH: 6.7  meters
 PL0372
 PL0372  HISTORY     - Date     Condition        Report By
 PL0372  HISTORY     - 1984     MONUMENTED       NGS
 PL0372  HISTORY     - 20021010 GOOD             USPSQD
 PL0372  HISTORY     - 20021010 GOOD             USPSQD
 PL0372  HISTORY     - 20060410 GOOD             GEOCAC
 PL0372
 PL0372                          STATION DESCRIPTION
 PL0372
 PL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0372'12.0 KM (7.5 MI) SW FROM ELK RAPIDS.
 PL0372'12.0 KM (7.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0372'RIVER STREET IN ELK RAPIDS, 21.3 METERS (70.0 FT) SOUTHEAST OF THE
 PL0372'CENTERLINE OF THE HIGHWAY, 10.0 METERS (33.0 FT) NORTHEAST OF A TRACK
 PL0372'ROAD AT AN OPENING IN A WIRE FENCE, AND 0.3 METER (1.0 FT)
 PL0372'WEST-NORTHWEST OF A WIRE FENCE.
 PL0372'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 PL0372'THE MARK IS 0.5 M BELOW CENTERLINE OF HIGHWAY.
 PL0372
 PL0372                          STATION RECOVERY (2002)
 PL0372
 PL0372'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0372'RECOVERED AS DESCRIBED.
 PL0372
 PL0372                          STATION RECOVERY (2002)
 PL0372
 PL0372'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0372'AREA NOW FRONT YARD OOF HOPE CHURCH.
 PL0372
 PL0372                          STATION RECOVERY (2006)
 PL0372
 PL0372'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0372'THE MARK IS LOCATED 12.0 KM (7.5 MI) SOUTHWEST ALONG U.S. HIGHWAY 31
 PL0372'FROM THE JUNCTION OF RIVER STREET IN ELK RAPIDS, 21.3 METERS (70.0 FT)
 PL0372'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 25.0 METERS (82.0 FT)
 PL0372'SOUTHWEST OF THE CENTERLINE OF BETHESDA CT PRIVATE ROAD, 7.5 METERS
 PL0372'(24.5 FT) WEST-SOUTHWEST OF THE WEST CORNER OF A BRICK SIGN FOR NEW
 PL0372'HOPE COMMUNITY CHURCH, CENTERED BETWEEN TWO CARSONITE WITNESS POSTS.
 PL0372'THE MARK IS 0.5 M BELOW CENTERLINE OF HIGHWAY.
 PL0372'HH2 GPS  44 48 30.9 (N)  085 28 35.3 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0403 ***********************************************************************
 PL0403  DESIGNATION -  H 314
 PL0403  PID         -  PL0403
 PL0403  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0403  USGS QUAD   -  
 PL0403
 PL0403                         *CURRENT SURVEY CONTROL
 PL0403  ___________________________________________________________________
 PL0403* NAD 83(1986)-  44 38 10.     (N)    085 46 06.     (W)     SCALED    
 PL0403* NAVD 88     -       258.308  (meters)     847.47   (feet)  ADJUSTED  
 PL0403  ___________________________________________________________________
 PL0403  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 PL0403  DYNAMIC HT  -         258.282 (meters)     847.38  (feet)  COMP
 PL0403  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 PL0403
 PL0403  VERT ORDER  -  FIRST     CLASS II
 PL0403
 PL0403.The horizontal coordinates were scaled from a topographic map and have
 PL0403.an estimated accuracy of +/- 6 seconds.
 PL0403
 PL0403.The orthometric height was determined by differential leveling
 PL0403.and adjusted by the National Geodetic Survey in June 1991..
 PL0403
 PL0403.The geoid height was determined by GEOID03.
 PL0403
 PL0403.The dynamic height is computed by dividing the NAVD 88
 PL0403.geopotential number by the normal gravity value computed on the
 PL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0403.degrees latitude (g = 980.6199 gals.).
 PL0403
 PL0403.The modeled gravity was interpolated from observed gravity values.
 PL0403
 PL0403;                    North         East    Units  Estimated Accuracy
 PL0403;SPC MI C     -   147,580.    5,888,800.      MT  (+/- 180 meters Scaled)
 PL0403
 PL0403                          SUPERSEDED SURVEY CONTROL
 PL0403
 PL0403.No superseded survey control is available for this station.
 PL0403
 PL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ976432(NAD 83)
 PL0403_MARKER: I = METAL ROD
 PL0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0403_SP_SET: STAINLESS STEEL ROD
 PL0403_STAMPING: H 314 1984
 PL0403_MARK LOGO: NGS   
 PL0403_PROJECTION: FLUSH
 PL0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0403_ROD/PIPE-DEPTH: 24.4 meters
 PL0403
 PL0403  HISTORY     - Date     Condition        Report By
 PL0403  HISTORY     - 1984     MONUMENTED       NGS
 PL0403  HISTORY     - 19971029 GOOD             USPSQD
 PL0403
 PL0403                          STATION DESCRIPTION
 PL0403
 PL0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0403'0.9 KM (0.55 MI) SOUTH FROM INTERLOCHEN.
 PL0403'0.9 KM (0.55 MI) SOUTH ALONG STATE HIGHWAY M 137 FROM THE POST OFFICE
 PL0403'AT INTERLOCHEN, AT THE DIAMOND PARK ROAD LEADING WEST, 14.3 METERS
 PL0403'(47.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 33.5 METERS
 PL0403'(110.0 FT) SOUTH OF THE CENTERLINE OF DIAMOND PARK ROAD LEADING WEST,
 PL0403'AND 10.8 METERS (35.5 FT) EAST OF THE CENTERLINE OF A PAVED ROAD
 PL0403'PARALLELING HIGHWAY M 137.
 PL0403'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PL0403'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0403
 PL0403                          STATION RECOVERY (1997)
 PL0403
 PL0403'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0298 ***********************************************************************
 OL0298  DESIGNATION -  H 315
 OL0298  PID         -  OL0298
 OL0298  STATE/COUNTY-  MI/MASON
 OL0298  USGS QUAD   -  
 OL0298
 OL0298                         *CURRENT SURVEY CONTROL
 OL0298  ___________________________________________________________________
 OL0298* NAD 83(1986)-  43 57 22.     (N)    086 25 46.     (W)     SCALED    
 OL0298* NAVD 88     -       192.172  (meters)     630.48   (feet)  ADJUSTED  
 OL0298  ___________________________________________________________________
 OL0298  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OL0298  DYNAMIC HT  -         192.139 (meters)     630.38  (feet)  COMP
 OL0298  MODELED GRAV-     980,444.5   (mgal)                       NAVD 88
 OL0298
 OL0298  VERT ORDER  -  FIRST     CLASS II
 OL0298
 OL0298.The horizontal coordinates were scaled from a topographic map and have
 OL0298.an estimated accuracy of +/- 6 seconds.
 OL0298
 OL0298.The orthometric height was determined by differential leveling
 OL0298.and adjusted by the National Geodetic Survey in June 1991..
 OL0298
 OL0298.The geoid height was determined by GEOID03.
 OL0298
 OL0298.The dynamic height is computed by dividing the NAVD 88
 OL0298.geopotential number by the normal gravity value computed on the
 OL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0298.degrees latitude (g = 980.6199 gals.).
 OL0298
 OL0298.The modeled gravity was interpolated from observed gravity values.
 OL0298
 OL0298;                    North         East    Units  Estimated Accuracy
 OL0298;SPC MI C     -    73,160.    5,834,440.      MT  (+/- 180 meters Scaled)
 OL0298
 OL0298                          SUPERSEDED SURVEY CONTROL
 OL0298
 OL0298.No superseded survey control is available for this station.
 OL0298
 OL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP457671(NAD 83)
 OL0298_MARKER: I = METAL ROD
 OL0298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0298_SP_SET: STAINLESS STEEL ROD
 OL0298_STAMPING: H 315 1984
 OL0298_MARK LOGO: NGS   
 OL0298_PROJECTION: RECESSED 2 CENTIMETERS
 OL0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0298+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0298_ROD/PIPE-DEPTH: 28.0 meters
 OL0298
 OL0298  HISTORY     - Date     Condition        Report By
 OL0298  HISTORY     - 1984     MONUMENTED       NGS
 OL0298  HISTORY     - 19950910 GOOD             USPSQD
 OL0298  HISTORY     - 19961024 GOOD             USPSQD
 OL0298  HISTORY     - 20010815 GOOD             NGS
 OL0298  HISTORY     - 20040423 GOOD             USPSQD
 OL0298
 OL0298                          STATION DESCRIPTION
 OL0298
 OL0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0298'IN LUDINGTON.
 OL0298'IN LUDINGTON, 1.3 KM (0.8 MI) EAST ALONG U.S. HIGHWAY 10 (LUDINGTON
 OL0298'AVENUE) FROM THE POST OFFICE, AT A SIDE STREET (ATKINSON DRIVE)
 OL0298'LEADING NORTH TO THE MEMORIAL MEDICAL CENTER, 14.17 METERS (46.5 FT)
 OL0298'NORTH OF THE CENTER OF THE HIGHWAY, 20.40 METERS (67.0 FT) WEST OF THE
 OL0298'CENTER OF ATKINSON DRIVE, 32.36 METERS (106.2 FT) SOUTHEAST OF THE
 OL0298'EAST END OF THE MEMORIAL MEDICAL CENTER SIGN, 3.5 METERS (11.5 FT)
 OL0298'NORTHWEST OF A FIRE HYDRANT, 3.10 METERS (10.2 FT) EAST-SOUTHEAST OF A
 OL0298'GUY WIRE CABLE ANCHOR, AND 0.76 METERS (2.5 FT) WEST OF A POWERLINE
 OL0298'POLE.  NOTE, ROD DRIVING RATE MET, ROD ANCHORED.
 OL0298'THE MARK IS 0.82 METERS  W FROM A WITNESS POST.
 OL0298'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0298
 OL0298                          STATION RECOVERY (1995)
 OL0298
 OL0298'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0298'RECOVERED IN GOOD CONDITION.
 OL0298
 OL0298                          STATION RECOVERY (1996)
 OL0298
 OL0298'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0298'RECOVERED IN GOOD CONDITION.
 OL0298
 OL0298                          STATION RECOVERY (2001)
 OL0298
 OL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0298'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0298
 OL0298                          STATION RECOVERY (2004)
 OL0298
 OL0298'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0341 ***********************************************************************
 OL0341  DESIGNATION -  H 316
 OL0341  PID         -  OL0341
 OL0341  STATE/COUNTY-  MI/OCEANA
 OL0341  USGS QUAD   -  
 OL0341
 OL0341                         *CURRENT SURVEY CONTROL
 OL0341  ___________________________________________________________________
 OL0341* NAD 83(1986)-  43 29 34.     (N)    086 20 52.     (W)     SCALED    
 OL0341* NAVD 88     -       208.712  (meters)     684.75   (feet)  ADJUSTED  
 OL0341  ___________________________________________________________________
 OL0341  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OL0341  DYNAMIC HT  -         208.672 (meters)     684.62  (feet)  COMP
 OL0341  MODELED GRAV-     980,425.3   (mgal)                       NAVD 88
 OL0341
 OL0341  VERT ORDER  -  FIRST     CLASS II
 OL0341
 OL0341.The horizontal coordinates were scaled from a topographic map and have
 OL0341.an estimated accuracy of +/- 6 seconds.
 OL0341
 OL0341.The orthometric height was determined by differential leveling
 OL0341.and adjusted by the National Geodetic Survey in June 1991..
 OL0341
 OL0341.The geoid height was determined by GEOID03.
 OL0341
 OL0341.The dynamic height is computed by dividing the NAVD 88
 OL0341.geopotential number by the normal gravity value computed on the
 OL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0341.degrees latitude (g = 980.6199 gals.).
 OL0341
 OL0341.The modeled gravity was interpolated from observed gravity values.
 OL0341
 OL0341;                    North         East    Units  Estimated Accuracy
 OL0341;SPC MI S     -   223,240.    3,839,780.      MT  (+/- 180 meters Scaled)
 OL0341
 OL0341                          SUPERSEDED SURVEY CONTROL
 OL0341
 OL0341.No superseded survey control is available for this station.
 OL0341
 OL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP527157(NAD 83)
 OL0341_MARKER: I = METAL ROD
 OL0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0341_SP_SET: STAINLESS STEEL ROD
 OL0341_STAMPING: H 316 1984
 OL0341_MARK LOGO: NGS   
 OL0341_PROJECTION: FLUSH
 OL0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0341+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0341_ROD/PIPE-DEPTH: 36.6 meters
 OL0341
 OL0341  HISTORY     - Date     Condition        Report By
 OL0341  HISTORY     - 1984     MONUMENTED       NGS
 OL0341  HISTORY     - 19940820 GOOD             USPSQD
 OL0341  HISTORY     - 20010928 GOOD             USPSQD
 OL0341  HISTORY     - 20041009 GOOD             USPSQD
 OL0341
 OL0341                          STATION DESCRIPTION
 OL0341
 OL0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0341'7.4 KM (4.65 MI) SOUTH FROM NEW ERA.
 OL0341'7.4 KM (4.65 MI) SOUTH ALONG OCEANA DRIVE FROM THE POST OFFICE IN NEW
 OL0341'ERA, AT THE WEBSTER CROSSROAD, ALSO 2.5 KM (1.55 MI) SOUTH OF THE
 OL0341'CROSSROAD (WINSTON ROAD SOUTHWEST) IN THE SMALL VILLAGE OF ROTHBURY,
 OL0341'ALSO 0.1 KM (0.05 MI) EAST ALONG SPRING STREET FROM THE POST OFFICE IN
 OL0341'MONTAGUE, THENCE 7.4 KM (4.6 MI) NORTH ALONG OCEANA DRIVE AT WEBSTER
 OL0341'CROSSROAD, 32.76 METERS (107.5 FT) WEST OF THE CENTERLINE OF OCEANA
 OL0341'DRIVE, 9.9 METERS (32.5 FT) NORTH OF THE CENTERLINE OF WEBSTER ROAD,
 OL0341'36.72 METERS (120.5 FT) EAST OF A TELEPHONE JUNCTION BOX NUMBERED
 OL0341'2832, AND 0.76 METERS (2.5 FT) EAST OF A POWERLINE POLE NUMBERED 84
 OL0341'(THE NUMBER IS ON THE SOUTH SIDE AND ABOUT 11 FEET HIGH).  NOTE,
 OL0341'DRIVING RATE 12 SECONDS PER FOOT AND ROD ANCHORED.
 OL0341'THE MARK IS 0.31 METERS  E FROM A WITNESS POST.
 OL0341'THE MARK IS ABOVE LEVEL WITH WEBSTER ROAD.
 OL0341
 OL0341                          STATION RECOVERY (1994)
 OL0341
 OL0341'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0341'RECOVERED IN GOOD CONDITION.
 OL0341
 OL0341                          STATION RECOVERY (2001)
 OL0341
 OL0341'RECOVERY NOTE BY US POWER SQUADRON 2001 (CAV)
 OL0341'RECOVERED IN GOOD CONDITION.
 OL0341
 OL0341                          STATION RECOVERY (2004)
 OL0341
 OL0341'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0373 ***********************************************************************
 OL0373  DESIGNATION -  H 317
 OL0373  PID         -  OL0373
 OL0373  STATE/COUNTY-  MI/MUSKEGON
 OL0373  USGS QUAD   -  MUSKEGON EAST (1980)
 OL0373
 OL0373                         *CURRENT SURVEY CONTROL
 OL0373  ___________________________________________________________________
 OL0373* NAD 83(1986)-  43 08 23.     (N)    086 13 13.     (W)     SCALED    
 OL0373* NAVD 88     -       186.790  (meters)     612.83   (feet)  ADJUSTED  
 OL0373  ___________________________________________________________________
 OL0373  GEOID HEIGHT-         -33.71  (meters)                     GEOID03
 OL0373  DYNAMIC HT  -         186.749 (meters)     612.69  (feet)  COMP
 OL0373  MODELED GRAV-     980,397.0   (mgal)                       NAVD 88
 OL0373
 OL0373  VERT ORDER  -  FIRST     CLASS II
 OL0373
 OL0373.The horizontal coordinates were scaled from a topographic map and have
 OL0373.an estimated accuracy of +/- 6 seconds.
 OL0373
 OL0373.The orthometric height was determined by differential leveling
 OL0373.and adjusted by the National Geodetic Survey in June 1991..
 OL0373
 OL0373.The geoid height was determined by GEOID03.
 OL0373
 OL0373.The dynamic height is computed by dividing the NAVD 88
 OL0373.geopotential number by the normal gravity value computed on the
 OL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0373.degrees latitude (g = 980.6199 gals.).
 OL0373
 OL0373.The modeled gravity was interpolated from observed gravity values.
 OL0373
 OL0373;                    North         East    Units  Estimated Accuracy
 OL0373;SPC MI S     -   183,800.    3,849,220.      MT  (+/- 180 meters Scaled)
 OL0373
 OL0373                          SUPERSEDED SURVEY CONTROL
 OL0373
 OL0373.No superseded survey control is available for this station.
 OL0373
 OL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN634766(NAD 83)
 OL0373_MARKER: I = METAL ROD
 OL0373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0373_SP_SET: STAINLESS STEEL ROD
 OL0373_STAMPING: H 317 1984
 OL0373_MARK LOGO: NGS   
 OL0373_PROJECTION: RECESSED 3 CENTIMETERS
 OL0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0373_ROD/PIPE-DEPTH: 25.6 meters
 OL0373
 OL0373  HISTORY     - Date     Condition        Report By
 OL0373  HISTORY     - 1984     MONUMENTED       NGS
 OL0373  HISTORY     - 19920512 GOOD             USPSQD
 OL0373  HISTORY     - 19940721 GOOD             USPSQD
 OL0373  HISTORY     - 20060501 MARK NOT FOUND   WILWRK
 OL0373
 OL0373                          STATION DESCRIPTION
 OL0373
 OL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0373'8.6 KM (5.35 MI) SSE FROM MUSKEGON HEIGHTS.
 OL0373'0.3 KM (0.2 MI) SOUTH ALONG PECK STREET FROM THE CITY HALL IN MUSKEGON
 OL0373'HEIGHTS, THENCE 3.7 KM (2.3 MI) SOUTHEAST ALONG AIRLINE ROAD, THENCE
 OL0373'0.5 KM (0.3 MI) WEST ALONG AIRPORT ROAD, THENCE 4.0 KM (2.5 MI) SOUTH
 OL0373'ALONG GRAND HAVEN ROAD, AT FARR ROAD LEADING WEST, SET IN THE SOUTH
 OL0373'LAWN OF NORTON MANUFACTURING COMPANY, 2.74 METERS (9.0 FT) SOUTHWEST
 OL0373'OF THE SOUTHWEST CORNER OF THE BRICK OFFICE BUILDING, ALSO 9.5 KM
 OL0373'(5.95 MI) NORTH OF THE POST OFFICE IN GRAND HAVEN, 21.48 METERS
 OL0373'(70.5 FT) EAST OF THE CENTERLINE OF GRAND HAVEN ROAD, 14.17 METERS
 OL0373'(46.5 FT) NORTH OF THE CENTER OF THE ABANDONED FARR ROAD, 9.44 METERS
 OL0373'(31.0 FT) NORTHEAST OF THE NORTH END OF A ROUND CONCRETE CULVERT, AND
 OL0373'6.70 METERS (22.0 FT) SOUTH OF THE EDGE OF AN ASPHALT PARKING AREA.
 OL0373'NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0373'THE MARK IS 0.2 M ABOVE GRAND HAVEN ROAD.
 OL0373
 OL0373                          STATION RECOVERY (1992)
 OL0373
 OL0373'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0373'RECOVERED IN GOOD CONDITION.
 OL0373
 OL0373                          STATION RECOVERY (1994)
 OL0373
 OL0373'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0373'RECOVERED IN GOOD CONDITION.
 OL0373
 OL0373                          STATION RECOVERY (2006)
 OL0373
 OL0373'RECOVERY NOTE BY WILLIAMS AND WORK INC 2006 (JDL)
 OL0373'MARK NOT FOUND. THE NEARBY ROAD APPEARS TO HAVE BEEN ABANDONED, AND
 OL0373'THE MARK MAY HAVE BEEN DESTROYED BY DEMOLITION OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0286 ***********************************************************************
 OL0286  DESIGNATION -  H 318
 OL0286  PID         -  OL0286
 OL0286  STATE/COUNTY-  MI/MASON
 OL0286  USGS QUAD   -  CUSTER (1987)
 OL0286
 OL0286                         *CURRENT SURVEY CONTROL
 OL0286  ___________________________________________________________________
 OL0286* NAD 83(1986)-  43 57 16.     (N)    086 12 52.     (W)     SCALED    
 OL0286* NAVD 88     -       210.918  (meters)     691.99   (feet)  ADJUSTED  
 OL0286  ___________________________________________________________________
 OL0286  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OL0286  DYNAMIC HT  -         210.882 (meters)     691.87  (feet)  COMP
 OL0286  MODELED GRAV-     980,444.0   (mgal)                       NAVD 88
 OL0286
 OL0286  VERT ORDER  -  FIRST     CLASS II
 OL0286
 OL0286.The horizontal coordinates were scaled from a topographic map and have
 OL0286.an estimated accuracy of +/- 6 seconds.
 OL0286
 OL0286.The orthometric height was determined by differential leveling
 OL0286.and adjusted by the National Geodetic Survey in June 1991..
 OL0286
 OL0286.The geoid height was determined by GEOID03.
 OL0286
 OL0286.The dynamic height is computed by dividing the NAVD 88
 OL0286.geopotential number by the normal gravity value computed on the
 OL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0286.degrees latitude (g = 980.6199 gals.).
 OL0286
 OL0286.The modeled gravity was interpolated from observed gravity values.
 OL0286
 OL0286;                    North         East    Units  Estimated Accuracy
 OL0286;SPC MI C     -    72,560.    5,851,690.      MT  (+/- 180 meters Scaled)
 OL0286
 OL0286                          SUPERSEDED SURVEY CONTROL
 OL0286
 OL0286.No superseded survey control is available for this station.
 OL0286
 OL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP630671(NAD 83)
 OL0286_MARKER: I = METAL ROD
 OL0286_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0286_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0286_STAMPING: H 318 1984
 OL0286_MARK LOGO: NGS   
 OL0286_PROJECTION: FLUSH
 OL0286_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0286+STABILITY: POSITION/ELEVATION WELL
 OL0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0286+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0286_ROD/PIPE-DEPTH: 13.4 meters
 OL0286_SLEEVE-DEPTH  : 3.0 meters
 OL0286
 OL0286  HISTORY     - Date     Condition        Report By
 OL0286  HISTORY     - 1984     MONUMENTED       NGS
 OL0286  HISTORY     - 1984     GOOD             NGS
 OL0286  HISTORY     - 19921109 GOOD             NGS
 OL0286  HISTORY     - 19950910 GOOD             USPSQD
 OL0286  HISTORY     - 19961024 GOOD             USPSQD
 OL0286  HISTORY     - 20010815 GOOD             NGS
 OL0286  HISTORY     - 20021009 GOOD             USPSQD
 OL0286  HISTORY     - 20051014 GOOD             USPSQD
 OL0286
 OL0286                          STATION DESCRIPTION
 OL0286
 OL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0286'0.48 KM (0.3 MI) EAST FROM CUSTER.
 OL0286'0.48 KM (0.3 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0286'CUSTER, IN THE NORTH LAWN OF THE CUSTER MUNICIPAL BUILDING AND THE
 OL0286'TOWNSHIP FIRE DEPARTMENT, 16.2 METERS (53.0 FT) SOUTH OF THE
 OL0286'CENTERLINE OF THE HIGHWAY, 2.5 METERS (8.3 FT) EAST OF A FLAG POLE,
 OL0286'7.2 METERS (23.5 FT) NORTH OF THE NORTH FACE OF THE MUNICIPAL
 OL0286'BUILDING, 8.8 METERS (28.5 FT) NORTHWEST OF THE NORTHEAST CORNER OF
 OL0286'THE BUILDING, AND 12.3 METERS (40.3 FT) NORTHEAST OF THE NORTHWEST
 OL0286'CORNER OF THE BUILDING.  NOTE, ROD DRIVEN TO GRADUAL REFUSAL.
 OL0286'THE MARK IS 0.61 M ABOVE HIGHWAY.
 OL0286
 OL0286                          STATION RECOVERY (1984)
 OL0286
 OL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0286'RECOVERED IN GOOD CONDITION.
 OL0286
 OL0286                          STATION RECOVERY (1992)
 OL0286
 OL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OL0286'0.4 KM (0.25 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 OL0286'IN CUSTER, 16.3 M (53.5 FT) SOUTH OF AND LEVEL WITH THE HIGHWAY
 OL0286'CENTERLINE, 12.3 M (40.4 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE
 OL0286'CUSTER MUNICIPAL BUILDING AND FIRE DEPARTMENT, 8.7 M (28.5 FT)
 OL0286'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 2.4 M (7.9 FT)
 OL0286'EAST OF A FLAG POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OL0286'5-INCH LOGO CAP.
 OL0286
 OL0286                          STATION RECOVERY (1995)
 OL0286
 OL0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0286'RECOVERED IN GOOD CONDITION.
 OL0286
 OL0286                          STATION RECOVERY (1996)
 OL0286
 OL0286'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0286'RECOVERED IN GOOD CONDITION.
 OL0286
 OL0286                          STATION RECOVERY (2001)
 OL0286
 OL0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0286
 OL0286                          STATION RECOVERY (2002)
 OL0286
 OL0286'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 OL0286'RECOVERED IN GOOD CONDITION.
 OL0286
 OL0286                          STATION RECOVERY (2005)
 OL0286
 OL0286'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0424 ***********************************************************************
 NG0424  DESIGNATION -  H 319
 NG0424  PID         -  NG0424
 NG0424  STATE/COUNTY-  MI/ALLEGAN
 NG0424  USGS QUAD   -  HAMILTON WEST (1981)
 NG0424
 NG0424                         *CURRENT SURVEY CONTROL
 NG0424  ___________________________________________________________________
 NG0424* NAD 83(1986)-  42 38 26.     (N)    086 06 16.     (W)     SCALED    
 NG0424* NAVD 88     -       202.447  (meters)     664.19   (feet)  ADJUSTED  
 NG0424  ___________________________________________________________________
 NG0424  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0424  DYNAMIC HT  -         202.394 (meters)     664.02  (feet)  COMP
 NG0424  MODELED GRAV-     980,351.6   (mgal)                       NAVD 88
 NG0424
 NG0424  VERT ORDER  -  FIRST     CLASS II
 NG0424
 NG0424.The horizontal coordinates were scaled from a topographic map and have
 NG0424.an estimated accuracy of +/- 6 seconds.
 NG0424
 NG0424.The orthometric height was determined by differential leveling
 NG0424.and adjusted by the National Geodetic Survey in June 1991..
 NG0424
 NG0424.The geoid height was determined by GEOID03.
 NG0424
 NG0424.The dynamic height is computed by dividing the NAVD 88
 NG0424.geopotential number by the normal gravity value computed on the
 NG0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0424.degrees latitude (g = 980.6199 gals.).
 NG0424
 NG0424.The modeled gravity was interpolated from observed gravity values.
 NG0424
 NG0424;                    North         East    Units  Estimated Accuracy
 NG0424;SPC MI S     -   128,160.    3,857,500.      MT  (+/- 180 meters Scaled)
 NG0424
 NG0424                          SUPERSEDED SURVEY CONTROL
 NG0424
 NG0424.No superseded survey control is available for this station.
 NG0424
 NG0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN734212(NAD 83)
 NG0424_MARKER: I = METAL ROD
 NG0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0424_SP_SET: STAINLESS STEEL ROD
 NG0424_STAMPING: H 319 1984
 NG0424_MARK LOGO: NGS   
 NG0424_PROJECTION: FLUSH
 NG0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0424_ROD/PIPE-DEPTH: 9.75 meters
 NG0424
 NG0424  HISTORY     - Date     Condition        Report By
 NG0424  HISTORY     - 1984     MONUMENTED       NGS
 NG0424  HISTORY     - 1988     GOOD             USPSQD
 NG0424
 NG0424                          STATION DESCRIPTION
 NG0424
 NG0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0424'7.6 KM (4.7 MI) NORTH FROM FENNVILLE.
 NG0424'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0424'POST OFFICE IN FEENVILLE, THENCE 5.1 KM (3.2 MI) NORTH ALONG 58TH
 NG0424'STREET, THENCE 0.9 KM (0.55 MI) EAST ALONG 130TH AVENUE, THENCE 0.7 KM
 NG0424'(0.45 MI) NORTH ALONG 57TH STREET, AT THE PROPERTY OF LESLIE EARL, ON
 NG0424'THE EAST SIDE OF THE ROAD, 8.38 METERS (27.5 FT) EAST OF THE CENTER OF
 NG0424'57TH STREET, 26.97 METERS (88.5 FT) SOUTH OF THE CENTER OF THE
 NG0424'DRIVEWAY LEADING TO THE HOUSE, 23.80 METERS (78.1 FT) SOUTHWEST OF THE
 NG0424'SOUTHWEST CORNER OF THE HOUSE, AND 0.60 METERS (2.0 FT) NORTH OF A
 NG0424'SHORT POWERLLINE POLE WITH A SQUARE TRANSFORMER ATTACHED.  NOTE,
 NG0424'DRIVING RATE EXCEEDED AND ROD ANCHORED.
 NG0424'THE MARK IS 0.70 METERS  NNE FROM A WITNESS POST.
 NG0424'THE MARK IS ABOVE LEVEL WITH 57TH STREET.
 NG0424
 NG0424                          STATION RECOVERY (1988)
 NG0424
 NG0424'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0421 ***********************************************************************
 NE0421  DESIGNATION -  H 32
 NE0421  PID         -  NE0421
 NE0421  STATE/COUNTY-  MI/MACOMB
 NE0421  USGS QUAD   -  WARREN (1980)
 NE0421
 NE0421                         *CURRENT SURVEY CONTROL
 NE0421  ___________________________________________________________________
 NE0421* NAD 83(1986)-  42 34 02.     (N)    083 02 22.     (W)     SCALED    
 NE0421* NAVD 88     -       189.668  (meters)     622.27   (feet)  ADJUSTED  
 NE0421  ___________________________________________________________________
 NE0421  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE0421  DYNAMIC HT  -         189.614 (meters)     622.09  (feet)  COMP
 NE0421  MODELED GRAV-     980,334.9   (mgal)                       NAVD 88
 NE0421
 NE0421  VERT ORDER  -  FIRST     CLASS II
 NE0421
 NE0421.The horizontal coordinates were scaled from a topographic map and have
 NE0421.an estimated accuracy of +/- 6 seconds.
 NE0421
 NE0421.The orthometric height was determined by differential leveling
 NE0421.and adjusted by the National Geodetic Survey in June 1991..
 NE0421
 NE0421.The geoid height was determined by GEOID03.
 NE0421
 NE0421.The dynamic height is computed by dividing the NAVD 88
 NE0421.geopotential number by the normal gravity value computed on the
 NE0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0421.degrees latitude (g = 980.6199 gals.).
 NE0421
 NE0421.The modeled gravity was interpolated from observed gravity values.
 NE0421
 NE0421;                    North         East    Units  Estimated Accuracy
 NE0421;SPC MI S     -   119,400.    4,108,970.      MT  (+/- 180 meters Scaled)
 NE0421
 NE0421                          SUPERSEDED SURVEY CONTROL
 NE0421
 NE0421  NGVD 29 (??/??/92)  189.809  (m)          622.73   (f) ADJ UNCH    1 2
 NE0421
 NE0421.Superseded values are not recommended for survey control.
 NE0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0421.See file dsdata.txt to determine how the superseded data were derived.
 NE0421
 NE0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH326147(NAD 83)
 NE0421_MARKER: DB = BENCH MARK DISK
 NE0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0421_STAMPING: 622.732 H 32 1930
 NE0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0421+STABILITY: SURFACE MOTION
 NE0421
 NE0421  HISTORY     - Date     Condition        Report By
 NE0421  HISTORY     - 1930     MONUMENTED       CGS
 NE0421  HISTORY     - 1934     GOOD             NGS
 NE0421  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0421  HISTORY     - 19990614 MARK NOT FOUND   USPSQD
 NE0421
 NE0421                          STATION DESCRIPTION
 NE0421
 NE0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0421'2.8 MI N FROM WARREN.
 NE0421'2.8 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM WARREN,
 NE0421'MACOMB COUNTY, 3 RAILS NORTH OF MILEPOST D 20-BC 89, 16-2/3 RAILS
 NE0421'NORTH OF THE CROSSING OF SIXTEEN MILE ROAD, AND 22 FEET WEST
 NE0421'OF THE WEST RAIL.  A STANDARD DISK, STAMPED 622.732 H 32 1930
 NE0421'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 NE0421'GROUND.
 NE0421
 NE0421                          STATION RECOVERY (1994)
 NE0421
 NE0421'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0421'MARK NOT FOUND.
 NE0421
 NE0421                          STATION RECOVERY (1999)
 NE0421
 NE0421'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0421'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0768 ***********************************************************************
 OJ0768  DESIGNATION -  H 32 MI 79
 OJ0768  PID         -  OJ0768
 OJ0768  STATE/COUNTY-  MI/SANILAC
 OJ0768  USGS QUAD   -  CROSWELL (1976)
 OJ0768
 OJ0768                         *CURRENT SURVEY CONTROL
 OJ0768  ___________________________________________________________________
 OJ0768* NAD 83(1994)-  43 15 04.64374(N)    082 31 26.45893(W)     ADJUSTED  
 OJ0768* NAVD 88     -       177.61   (+/-2cm)     582.7    (feet)  VERTCON   
 OJ0768  ___________________________________________________________________
 OJ0768  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 OJ0768  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0768
 OJ0768  HORZ ORDER  -  SECOND
 OJ0768  VERT ORDER  -  THIRD ? (See Below)
 OJ0768
 OJ0768.The horizontal coordinates were established by classical geodetic methods
 OJ0768.and adjusted by the National Geodetic Survey in February 1997..
 OJ0768
 OJ0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0768.The vertical order pertains to the NGVD 29 superseded value.
 OJ0768
 OJ0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0768
 OJ0768.The geoid height was determined by GEOID03.
 OJ0768
 OJ0768;                    North         East     Units Scale Factor Converg.
 OJ0768;SPC MI S     -   196,168.631 4,149,614.910   MT  0.99992728   +1 15 14.3
 OJ0768;SPC MI S     -   643,597.87 13,614,222.15   iFT  0.99992728   +1 15 14.3
 OJ0768;UTM  17      - 4,789,848.250   376,286.440   MT  0.99978827   -1 02 39.8
 OJ0768
 OJ0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0768!SPC MI S     -   0.99997759  x   0.99992728  =   0.99990487
 OJ0768!UTM  17      -   0.99997759  x   0.99978827  =   0.99976586
 OJ0768
 OJ0768:                Primary Azimuth Mark                     Grid Az
 OJ0768:SPC MI S     -  LEXINGTON W BRK LT                       000 10 46.0
 OJ0768:UTM  17      -  LEXINGTON W BRK LT                       002 28 40.1
 OJ0768
 OJ0768|---------------------------------------------------------------------|
 OJ0768| PID    Reference Object                     Distance      Geod. Az  |
 OJ0768|                                                           dddmmss.s |
 OJ0768| OJ0767 LEXINGTON W BRK LT                  APPROX. 1.8 KM 0012600.3 |
 OJ0768| OJ0765 LEXINGTON E BRK LT                  APPROX. 1.7 KM 0032506.4 |
 OJ0768| OJ0770 C OF E JAM                          APPROX. 1.9 KM 3560607.0 |
 OJ0768|---------------------------------------------------------------------|
 OJ0768
 OJ0768                          SUPERSEDED SURVEY CONTROL
 OJ0768
 OJ0768  NAD 83(1986)-  43 15 04.63028(N)    082 31 26.48620(W) AD(       ) 2
 OJ0768  NAD 27      -  43 15 04.53425(N)    082 31 26.75801(W) AD(       ) 2
 OJ0768  NGVD 29 (07/19/86)  177.73   (m)          583.1    (f) LEVELING    3  
 OJ0768
 OJ0768.Superseded values are not recommended for survey control.
 OJ0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0768.See file dsdata.txt to determine how the superseded data were derived.
 OJ0768
 OJ0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7628689848(NAD 83)
 OJ0768_MARKER: DE = TRAVERSE STATION DISK
 OJ0768_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0768+WITH SETTING: PAVEMENT
 OJ0768_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0768+STABILITY: SURFACE MOTION
 OJ0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0768+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0768
 OJ0768  HISTORY     - Date     Condition        Report By
 OJ0768  HISTORY     - 1979     MONUMENTED       NOS
 OJ0768  HISTORY     - 19940728 GOOD             USPSQD
 OJ0768  HISTORY     - 20020307 GOOD             USPSQD
 OJ0768  HISTORY     - 20050501 GOOD             USPSQD
 OJ0768
 OJ0768                          STATION DESCRIPTION
 OJ0768
 OJ0768'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0768'THE STATION IS LOCATED APPROXIMATELY 1.75 MILES SOUTH OF
 OJ0768'LEXINGTON,MICHIGAN ON PROPERTY OWNED BY THE SANDPIPER ESTATES TRAILER
 OJ0768'PARK.
 OJ0768'
 OJ0768'TO REACH THE STATION FROM THE INTERSECTION OF M 90 AND M 25 IN
 OJ0768'LEXINGTON,GO SOUTH ON M 25 FOR 1.75 MILES TO THE ENTRANCE TO
 OJ0768'THE SANDPIPER TRAILER PARK ON THE LEFT. TURN LEFT AND GO EASTERLY
 OJ0768'FOR 0.3 MILES TO THE BEACH AND THE AREA OF THE STATION ON
 OJ0768'A CONCRETE DOCK.
 OJ0768'
 OJ0768'THE STATION IS A STANDARD NOS DISK
 OJ0768'STAMPED---H 32 MI 79 1979---,
 OJ0768'CEMENTED INTO A DRILL HOLE NEAR THE EASTERLY END OF A 10.5
 OJ0768'FOOT WIDE CONCRETE DOCK,IT IS LOCATED,
 OJ0768'5.31 FEET WEST FROM THE EAST END OF THE DOCK,
 OJ0768'5.26 FEET NORTH FROM THE SOUTH SIDE OF THE DOCK,AND
 OJ0768'5.25 FEET SOUTH FROM THE NORTH SIDE OF THE DOCK.
 OJ0768'
 OJ0768'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0768'
 OJ0768'DESCRIBED BY B.DECROIX
 OJ0768
 OJ0768                          STATION RECOVERY (1994)
 OJ0768
 OJ0768'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0768'RECOVERED IN GOOD CONDITION.
 OJ0768
 OJ0768                          STATION RECOVERY (2002)
 OJ0768
 OJ0768'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0768'RECOVERED IN GOOD CONDITION.
 OJ0768
 OJ0768                          STATION RECOVERY (2005)
 OJ0768
 OJ0768'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1216 ***********************************************************************
 NF1216  DESIGNATION -  H 320
 NF1216  PID         -  NF1216
 NF1216  STATE/COUNTY-  MI/KALAMAZOO
 NF1216  USGS QUAD   -  KALAMAZOO (1995)
 NF1216
 NF1216                         *CURRENT SURVEY CONTROL
 NF1216  ___________________________________________________________________
 NF1216* NAD 83(1986)-  42 17 29.     (N)    085 34 56.     (W)     SCALED    
 NF1216* NAVD 88     -       238.795  (meters)     783.45   (feet)  ADJUSTED  
 NF1216  ___________________________________________________________________
 NF1216  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NF1216  DYNAMIC HT  -         238.721 (meters)     783.20  (feet)  COMP
 NF1216  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NF1216
 NF1216  VERT ORDER  -  FIRST     CLASS II
 NF1216
 NF1216.The horizontal coordinates were scaled from a topographic map and have
 NF1216.an estimated accuracy of +/- 6 seconds.
 NF1216
 NF1216.The orthometric height was determined by differential leveling
 NF1216.and adjusted by the National Geodetic Survey in June 1991..
 NF1216
 NF1216.The geoid height was determined by GEOID03.
 NF1216
 NF1216.The dynamic height is computed by dividing the NAVD 88
 NF1216.geopotential number by the normal gravity value computed on the
 NF1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1216.degrees latitude (g = 980.6199 gals.).
 NF1216
 NF1216.The modeled gravity was interpolated from observed gravity values.
 NF1216
 NF1216;                    North         East    Units  Estimated Accuracy
 NF1216;SPC MI S     -    88,630.    3,899,760.      MT  (+/- 180 meters Scaled)
 NF1216
 NF1216                          SUPERSEDED SURVEY CONTROL
 NF1216
 NF1216  NGVD 29 (01/19/93)  238.929  (m)          783.89   (f) ADJUSTED    1 2
 NF1216
 NF1216.Superseded values are not recommended for survey control.
 NF1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1216.See file dsdata.txt to determine how the superseded data were derived.
 NF1216
 NF1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM168831(NAD 83)
 NF1216_MARKER: DV = VERTICAL CONTROL DISK
 NF1216_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 NF1216_SP_SET: BANK BUILDING
 NF1216_STAMPING: H 320 1984
 NF1216_MARK LOGO: NGS   
 NF1216_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1216+STABILITY: POSITION/ELEVATION WELL
 NF1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1216+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 NF1216
 NF1216  HISTORY     - Date     Condition        Report By
 NF1216  HISTORY     - 1984     MONUMENTED       NGS
 NF1216  HISTORY     - 1985     GOOD             NGS
 NF1216  HISTORY     - 19930105 GOOD             NGS
 NF1216  HISTORY     - 19950706 GOOD             MIDT
 NF1216  HISTORY     - 19970307 GOOD             USPSQD
 NF1216  HISTORY     - 20010528 GOOD             NGS
 NF1216  HISTORY     - 20021017 GOOD             USPSQD
 NF1216
 NF1216                          STATION DESCRIPTION
 NF1216
 NF1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1216'IN KALAMAZOO.
 NF1216'IN KALAMAZOO, AT THE INTERSECTION OF MICHIGAN AND PORTAGE STREETS, SET
 NF1216'VERTICALLY IN THE SOUTH FACE OF THE GRANITE CORNERSTONE FOR THE
 NF1216'AMERICAN NATIONAL BANK AND TRUST COMPANY, AND 0.3 M (1.0 FT) WEST OF
 NF1216'THE SOUTHEAST CORNER OF THE BUILDING.
 NF1216'THE MARK IS 1.4 M ABOVE AN ALLEY.
 NF1216
 NF1216                          STATION RECOVERY (1985)
 NF1216
 NF1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1216'RECOVERED IN GOOD CONDITION.
 NF1216
 NF1216                          STATION RECOVERY (1993)
 NF1216
 NF1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF1216'IN KALAMAZOO, SET VERTICALLY IN THE SOUTH FACE OF THE AMERICAN
 NF1216'NATIONAL BANK AT 136 MICHIGAN AVENUE, 45.9 M (150.6 FT) SOUTH OF THE
 NF1216'CENTER OF THE AVENUE, 1.3 M (4.3 FT) ABOVE THE LEVEL OF A DRIVEWAY,
 NF1216'AND 0.3 M (1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE BANK.
 NF1216
 NF1216                          STATION RECOVERY (1995)
 NF1216
 NF1216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (CFS)
 NF1216'RECOVERED AS DESCRIBED.
 NF1216
 NF1216                          STATION RECOVERY (1997)
 NF1216
 NF1216'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1216'RECOVERED IN GOOD CONDITION.
 NF1216
 NF1216                          STATION RECOVERY (2001)
 NF1216
 NF1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1216'RECOVERED IN GOOD CONDITION.   NOTE--THE AMERICAN NATIONAL BANK IS NOW
 NF1216'THE OLD KENT BANK BUILDING.
 NF1216
 NF1216                          STATION RECOVERY (2002)
 NF1216
 NF1216'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1216'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0248 ***********************************************************************
 PM0248  DESIGNATION -  H 321
 PM0248  PID         -  PM0248
 PM0248  STATE/COUNTY-  MI/MANISTEE
 PM0248  USGS QUAD   -  MILLERTON (1987)
 PM0248
 PM0248                         *CURRENT SURVEY CONTROL
 PM0248  ___________________________________________________________________
 PM0248* NAD 83(1986)-  44 21 52.     (N)    086 06 03.     (W)     SCALED    
 PM0248* NAVD 88     -       229.419  (meters)     752.69   (feet)  ADJUSTED  
 PM0248  ___________________________________________________________________
 PM0248  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 PM0248  DYNAMIC HT  -         229.392 (meters)     752.60  (feet)  COMP
 PM0248  MODELED GRAV-     980,494.4   (mgal)                       NAVD 88
 PM0248
 PM0248  VERT ORDER  -  FIRST     CLASS II
 PM0248
 PM0248.The horizontal coordinates were scaled from a topographic map and have
 PM0248.an estimated accuracy of +/- 6 seconds.
 PM0248
 PM0248.The orthometric height was determined by differential leveling
 PM0248.and adjusted by the National Geodetic Survey in June 1991..
 PM0248
 PM0248.The geoid height was determined by GEOID03.
 PM0248
 PM0248.The dynamic height is computed by dividing the NAVD 88
 PM0248.geopotential number by the normal gravity value computed on the
 PM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0248.degrees latitude (g = 980.6199 gals.).
 PM0248
 PM0248.The modeled gravity was interpolated from observed gravity values.
 PM0248
 PM0248;                    North         East    Units  Estimated Accuracy
 PM0248;SPC MI C     -   117,910.    5,861,780.      MT  (+/- 180 meters Scaled)
 PM0248
 PM0248                          SUPERSEDED SURVEY CONTROL
 PM0248
 PM0248.No superseded survey control is available for this station.
 PM0248
 PM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ716127(NAD 83)
 PM0248_MARKER: I = METAL ROD
 PM0248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0248_SP_SET: STAINLESS STEEL ROD
 PM0248_STAMPING: H 321 1984
 PM0248_MARK LOGO: NGS   
 PM0248_PROJECTION: FLUSH
 PM0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0248_ROD/PIPE-DEPTH: 18.3 meters
 PM0248
 PM0248  HISTORY     - Date     Condition        Report By
 PM0248  HISTORY     - 1984     MONUMENTED       NGS
 PM0248  HISTORY     - 19961023 MARK NOT FOUND   USPSQD
 PM0248  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 PM0248
 PM0248                          STATION DESCRIPTION
 PM0248
 PM0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0248'8.6 KM (5.4 MI) SW FROM KALEVA.
 PM0248'0.2 KM (0.1 MI) EAST ALONG WUOSI AVENUE FROM THE POST OFFICE IN
 PM0248'KALEVA, THENCE 0.4 KM (0.25 MI) SOUTH ALONG OSMO STREET (COUNTY ROAD
 PM0248'669), THENCE 3.0 KM (1.9 MI) WEST ALONG 9 MILE ROAD (COUNTY ROAD 669),
 PM0248'THENCE 5.04 KM (3.15 MI) SOUTHWEST ALONG COUNTY ROAD 597 (TANNERVILLE
 PM0248'ROAD) TO A TRIANGLE JUNCTION OF COUNTY ROAD 598 AND CHIEF ROAD LEADING
 PM0248'SOUTH, 24.6 METERS (80.7 FT) EAST OF THE CENTERLINE OF CHIEF ROAD,
 PM0248'18.0 METERS (59.0 FT) EAST OF THE CENTERLINE OF TANNERVILLE ROAD
 PM0248'(EAST) AT THE SOUTH FORK, AND 0.8 METER (2.5 FT) SOUTH OF A POWERLINE
 PM0248'POLE.
 PM0248'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PM0248'THE MARK IS 0.3 M BELOW CENTERLINE OF CHIEF RD.
 PM0248
 PM0248                          STATION RECOVERY (1996)
 PM0248
 PM0248'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0248'MARK NOT FOUND.
 PM0248
 PM0248                          STATION RECOVERY (2003)
 PM0248
 PM0248'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0248'DESCRIPTION POOR.  TANNERVILLE ROAD GOES EAST AND WEST, YET
 PM0248'DESCRIPTION STATES IT IS EAST OF THE CENTERLIINE OF TANNERVILLE ROAD.
 PM0248' 
 PM0248'NO TRIANGLE, CHIEF ROAD AND TANNERVILLE ROAD INTERSECT AT 90 DEGREE
 PM0248'ANGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1230 ***********************************************************************
 NF1230  DESIGNATION -  H 322
 NF1230  PID         -  NF1230
 NF1230  STATE/COUNTY-  MI/KALAMAZOO
 NF1230  USGS QUAD   -  KALAMAZOO SW (1979)
 NF1230
 NF1230                         *CURRENT SURVEY CONTROL
 NF1230  ___________________________________________________________________
 NF1230* NAD 83(1986)-  42 22 28.     (N)    085 42 27.     (W)     SCALED    
 NF1230* NAVD 88     -       238.585  (meters)     782.76   (feet)  ADJUSTED  
 NF1230  ___________________________________________________________________
 NF1230  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF1230  DYNAMIC HT  -         238.515 (meters)     782.53  (feet)  COMP
 NF1230  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 NF1230
 NF1230  VERT ORDER  -  FIRST     CLASS II
 NF1230
 NF1230.The horizontal coordinates were scaled from a topographic map and have
 NF1230.an estimated accuracy of +/- 6 seconds.
 NF1230
 NF1230.The orthometric height was determined by differential leveling
 NF1230.and adjusted by the National Geodetic Survey in June 1991..
 NF1230
 NF1230.The geoid height was determined by GEOID03.
 NF1230
 NF1230.The dynamic height is computed by dividing the NAVD 88
 NF1230.geopotential number by the normal gravity value computed on the
 NF1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1230.degrees latitude (g = 980.6199 gals.).
 NF1230
 NF1230.The modeled gravity was interpolated from observed gravity values.
 NF1230
 NF1230;                    North         East    Units  Estimated Accuracy
 NF1230;SPC MI S     -    98,010.    3,889,580.      MT  (+/- 180 meters Scaled)
 NF1230
 NF1230                          SUPERSEDED SURVEY CONTROL
 NF1230
 NF1230  NGVD 29 (01/19/93)  238.711  (m)          783.17   (f) ADJUSTED    1 2
 NF1230
 NF1230.Superseded values are not recommended for survey control.
 NF1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1230.See file dsdata.txt to determine how the superseded data were derived.
 NF1230
 NF1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM064921(NAD 83)
 NF1230_MARKER: I = METAL ROD
 NF1230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1230_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1230_STAMPING: H 322 1984
 NF1230_MARK LOGO: NGS   
 NF1230_PROJECTION: RECESSED 4 CENTIMETERS
 NF1230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1230+STABILITY: POSITION/ELEVATION WELL
 NF1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1230+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 NF1230_ROD/PIPE-DEPTH: 30.5 meters
 NF1230_SLEEVE-DEPTH  : 4.0 meters
 NF1230
 NF1230  HISTORY     - Date     Condition        Report By
 NF1230  HISTORY     - 1984     MONUMENTED       NGS
 NF1230  HISTORY     - 19970309 GOOD             USPSQD
 NF1230  HISTORY     - 20031018 GOOD             USPSQD
 NF1230
 NF1230                          STATION DESCRIPTION
 NF1230
 NF1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1230'0.1 KM (0.05 MI) SOUTH FROM ALAMO.
 NF1230'0.1 KM (0.05 MI) SOUTHERLY ALONG 6TH STREET NORTH FROM THE JUNCTION OF
 NF1230'D AVENUE WEST IN ALAMO, 15.3 M (50.2 FT) WEST OF THE CENTERLINE OF THE
 NF1230'STREET, 7.9 M (25.9 FT) SOUTH OF THE SOUTH EDGE OF A SIDE WALK, 6.5 M
 NF1230'(21.3 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE COMMUNITY
 NF1230'CONGREATIONAL CHURCH STEPS, 6.9 M (22.6 FT) NORTH OF THE CENTER OF THE
 NF1230'SOUTH DRIVEWAY LEADING TO THE CHURCH, AND 2.4 M (7.9 FT) SOUTHWEST OF
 NF1230'THE SOUTHWEST CORNER OF A BRICK CHURCH SIGN FOUNDATION.  NOTE--ACCESS
 NF1230'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1230'THE MARK IS 0.3 M ABOVE THE STREET.
 NF1230
 NF1230                          STATION RECOVERY (1997)
 NF1230
 NF1230'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1230'RECOVERED IN GOOD CONDITION.
 NF1230
 NF1230                          STATION RECOVERY (2003)
 NF1230
 NF1230'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1226 ***********************************************************************
 NF1226  DESIGNATION -  H 323
 NF1226  PID         -  NF1226
 NF1226  STATE/COUNTY-  MI/VAN BUREN
 NF1226  USGS QUAD   -  GOBLES EAST (1981)
 NF1226
 NF1226                         *CURRENT SURVEY CONTROL
 NF1226  ___________________________________________________________________
 NF1226* NAD 83(1986)-  42 21 51.     (N)    085 47 42.     (W)     SCALED    
 NF1226* NAVD 88     -       247.162  (meters)     810.90   (feet)  ADJUSTED  
 NF1226  ___________________________________________________________________
 NF1226  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 NF1226  DYNAMIC HT  -         247.092 (meters)     810.67  (feet)  COMP
 NF1226  MODELED GRAV-     980,329.7   (mgal)                       NAVD 88
 NF1226
 NF1226  VERT ORDER  -  FIRST     CLASS II
 NF1226
 NF1226.The horizontal coordinates were scaled from a topographic map and have
 NF1226.an estimated accuracy of +/- 6 seconds.
 NF1226
 NF1226.The orthometric height was determined by differential leveling
 NF1226.and adjusted by the National Geodetic Survey in June 1991..
 NF1226
 NF1226.The geoid height was determined by GEOID03.
 NF1226
 NF1226.The dynamic height is computed by dividing the NAVD 88
 NF1226.geopotential number by the normal gravity value computed on the
 NF1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1226.degrees latitude (g = 980.6199 gals.).
 NF1226
 NF1226.The modeled gravity was interpolated from observed gravity values.
 NF1226
 NF1226;                    North         East    Units  Estimated Accuracy
 NF1226;SPC MI S     -    96,990.    3,882,350.      MT  (+/- 180 meters Scaled)
 NF1226
 NF1226                          SUPERSEDED SURVEY CONTROL
 NF1226
 NF1226  NGVD 29 (01/19/93)  247.295  (m)          811.33   (f) ADJUSTED    1 2
 NF1226
 NF1226.Superseded values are not recommended for survey control.
 NF1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1226.See file dsdata.txt to determine how the superseded data were derived.
 NF1226
 NF1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM992909(NAD 83)
 NF1226_MARKER: I = METAL ROD
 NF1226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1226_SP_SET: STAINLESS STEEL ROD
 NF1226_STAMPING: H 323 1984
 NF1226_MARK LOGO: NGS   
 NF1226_PROJECTION: FLUSH
 NF1226_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1226+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 NF1226_ROD/PIPE-DEPTH: 20.7 meters
 NF1226
 NF1226  HISTORY     - Date     Condition        Report By
 NF1226  HISTORY     - 1984     MONUMENTED       NGS
 NF1226  HISTORY     - 19930619 GOOD             LOCSUR
 NF1226  HISTORY     - 19930619 GOOD             LOCSUR
 NF1226
 NF1226                          STATION DESCRIPTION
 NF1226
 NF1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1226'2.1 KM (1.3 MI) EAST FROM KENDALL.
 NF1226'2.1 KM (1.3 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NF1226'KENDALL, 0.4 KM (0.25 MI) NORTH OF A POINT WHERE THE ROAD TURNS FROM
 NF1226'EAST-WEST TO NORTH, 97.0 M (318.2 FT) NORTH OF THE CENTER OF A
 NF1226'DRIVEWAY LEADING WEST TO A FRAME HOUSE, 11.7 M (38.4 FT) WEST OF THE
 NF1226'CENTER OF THE ROAD, 2.9 M (9.5 FT) SOUTH OF A FENCE CORNER, AND 0.2 M
 NF1226'(0.6 FT) EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 NF1226'A 5-INCH LOGO CAP.
 NF1226'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NF1226'THE MARK IS 0.3 M ABOVE THE ROAD.
 NF1226
 NF1226                          STATION RECOVERY (1993)
 NF1226
 NF1226'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF1226'RECOVERED IN GOOD CONDITION.
 NF1226
 NF1226                          STATION RECOVERY (1993)
 NF1226
 NF1226'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1226'A NEW DESCRIPTION FOLLOWS.  STATION IS 1.3 MI (2.1 KM) EASTERLY ALONG
 NF1226'COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL, 0.25 MI (0.40 KM)
 NF1226'NORTH OF A POINT WHERE THE ROAD TURNS FROM EAST-WEST TO NORTH.  IT IS
 NF1226'318.2 FT (97.0 M) NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO A
 NF1226'FRAME HOUSE, 38.4 FT (11.7 M) WEST OF THE CENTER OF THE ROAD, 9.5 FT
 NF1226'(2.9 M) SOUTH OF A FENCE CORNER, AND 0.6 FT (18.3 CM) EAST OF A FENCE.
 NF1226'NOTE - ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  THE
 NF1226'ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 20.7 M (67.9
 NF1226'FT) .  THE STATION IS 0.3 M (1.0 FT) ABOVE THE HEIGHT OF THE ROAD AND
 NF1226'0.3 M (1.0 FT) NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1509 ***********************************************************************
 RL1509  DESIGNATION -  H 324
 RL1509  PID         -  RL1509
 RL1509  STATE/COUNTY-  MI/GOGEBIC
 RL1509  USGS QUAD   -  CHANEY LAKE (1982)
 RL1509
 RL1509                         *CURRENT SURVEY CONTROL
 RL1509  ___________________________________________________________________
 RL1509* NAD 83(1986)-  46 30 00.     (N)    089 54 24.     (W)     SCALED    
 RL1509* NAVD 88     -       417.308  (meters)    1369.12   (feet)  ADJUSTED  
 RL1509  ___________________________________________________________________
 RL1509  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RL1509  DYNAMIC HT  -         417.330 (meters)    1369.19  (feet)  COMP
 RL1509  MODELED GRAV-     980,653.6   (mgal)                       NAVD 88
 RL1509
 RL1509  VERT ORDER  -  FIRST     CLASS II
 RL1509
 RL1509.The horizontal coordinates were scaled from a topographic map and have
 RL1509.an estimated accuracy of +/- 6 seconds.
 RL1509
 RL1509.The orthometric height was determined by differential leveling
 RL1509.and adjusted by the National Geodetic Survey in June 1991..
 RL1509
 RL1509.The geoid height was determined by GEOID03.
 RL1509
 RL1509.The dynamic height is computed by dividing the NAVD 88
 RL1509.geopotential number by the normal gravity value computed on the
 RL1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1509.degrees latitude (g = 980.6199 gals.).
 RL1509
 RL1509.The modeled gravity was interpolated from observed gravity values.
 RL1509
 RL1509;                    North         East    Units  Estimated Accuracy
 RL1509;SPC MI N     -   194,890.    7,776,950.      MT  (+/- 180 meters Scaled)
 RL1509
 RL1509                          SUPERSEDED SURVEY CONTROL
 RL1509
 RL1509.No superseded survey control is available for this station.
 RL1509
 RL1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS769537(NAD 83)
 RL1509_MARKER: I = METAL ROD
 RL1509_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1509_SP_SET: STAINLESS STEEL ROD
 RL1509_STAMPING: H 324 1985
 RL1509_MARK LOGO: NGS   
 RL1509_PROJECTION: FLUSH
 RL1509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1509+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1509_ROD/PIPE-DEPTH: 9.4  meters
 RL1509
 RL1509  HISTORY     - Date     Condition        Report By
 RL1509  HISTORY     - 1985     MONUMENTED       NGS
 RL1509  HISTORY     - 20030822 GOOD             USPSQD
 RL1509  HISTORY     - 20040808 GOOD             USPSQD
 RL1509
 RL1509                          STATION DESCRIPTION
 RL1509
 RL1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1509'4.5 KM (2.8 MI) EAST FROM WAKEFIELD.
 RL1509'4.5 KM (2.8 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RL1509'U.S. HIGHWAY 2 IN WAKEFIELD, 21.2 M (69.6 FT) NORTHEAST OF THE CENTER
 RL1509'OF OLD M 28 ROAD, 13.3 M (43.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 RL1509'HIGHWAY, AND 0.8 M (2.6 FT) NORTHWEST OF THE NORTHWEST END OF AN
 RL1509'INFORMATION SIGN (OTTAWA NATIONAL FOREST).  NOTE--ACCESS TO DATUM
 RL1509'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1509'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1509
 RL1509                          STATION RECOVERY (2003)
 RL1509
 RL1509'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1509'RECOVERED IN GOOD CONDITION.
 RL1509
 RL1509                          STATION RECOVERY (2004)
 RL1509
 RL1509'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1481 ***********************************************************************
 RL1481  DESIGNATION -  H 325
 RL1481  PID         -  RL1481
 RL1481  STATE/COUNTY-  MI/BARAGA
 RL1481  USGS QUAD   -  
 RL1481
 RL1481                         *CURRENT SURVEY CONTROL
 RL1481  ___________________________________________________________________
 RL1481* NAD 83(1986)-  46 30 21.     (N)    088 46 00.     (W)     SCALED    
 RL1481* NAVD 88     -       418.935  (meters)    1374.46   (feet)  ADJUSTED  
 RL1481  ___________________________________________________________________
 RL1481  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 RL1481  DYNAMIC HT  -         418.947 (meters)    1374.50  (feet)  COMP
 RL1481  MODELED GRAV-     980,629.5   (mgal)                       NAVD 88
 RL1481
 RL1481  VERT ORDER  -  FIRST     CLASS II
 RL1481
 RL1481.The horizontal coordinates were scaled from a topographic map and have
 RL1481.an estimated accuracy of +/- 6 seconds.
 RL1481
 RL1481.The orthometric height was determined by differential leveling
 RL1481.and adjusted by the National Geodetic Survey in June 1991..
 RL1481
 RL1481.The geoid height was determined by GEOID03.
 RL1481
 RL1481.The dynamic height is computed by dividing the NAVD 88
 RL1481.geopotential number by the normal gravity value computed on the
 RL1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1481.degrees latitude (g = 980.6199 gals.).
 RL1481
 RL1481.The modeled gravity was interpolated from observed gravity values.
 RL1481
 RL1481;                    North         East    Units  Estimated Accuracy
 RL1481;SPC MI N     -   192,960.    7,864,420.      MT  (+/- 180 meters Scaled)
 RL1481
 RL1481                          SUPERSEDED SURVEY CONTROL
 RL1481
 RL1481.No superseded survey control is available for this station.
 RL1481
 RL1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS644517(NAD 83)
 RL1481_MARKER: I = METAL ROD
 RL1481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1481_SP_SET: STAINLESS STEEL ROD
 RL1481_STAMPING: H 325 1985
 RL1481_MARK LOGO: NGS   
 RL1481_PROJECTION: FLUSH
 RL1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1481_ROD/PIPE-DEPTH: 19.5 meters
 RL1481
 RL1481  HISTORY     - Date     Condition        Report By
 RL1481  HISTORY     - 1985     MONUMENTED       NGS
 RL1481  HISTORY     - 1989     GOOD             USPSQD
 RL1481
 RL1481                          STATION DESCRIPTION
 RL1481
 RL1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1481'19.0 KM (11.8 MI) WEST FROM COVINGTON.
 RL1481'19.0 KM (11.8 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1481'WITH U.S. HIGHWAY 141 IN COVINGTON, 1.0 KM (0.6 MI) EAST OF THE
 RL1481'INTERSECTION OF THE SOO LINE RAILROAD, 23.2 M (76.1 FT) SOUTH OF THE
 RL1481'CENTERLINE OF THE HIGHWAY, AND 6.3 M (20.7 FT) WEST OF THE CENTER OF A
 RL1481'TRACK ROAD LEADING SOUTH.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 RL1481'A 5-INCH LOGO CAP.
 RL1481'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1481'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 RL1481
 RL1481                          STATION RECOVERY (1989)
 RL1481
 RL1481'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0462 ***********************************************************************
 NG0462  DESIGNATION -  H 326
 NG0462  PID         -  NG0462
 NG0462  STATE/COUNTY-  MI/BERRIEN
 NG0462  USGS QUAD   -  BENTON HARBOR (1980)
 NG0462
 NG0462                         *CURRENT SURVEY CONTROL
 NG0462  ___________________________________________________________________
 NG0462* NAD 83(1986)-  42 07 11.     (N)    086 26 13.     (W)     SCALED    
 NG0462* NAVD 88     -       190.089  (meters)     623.65   (feet)  ADJUSTED  
 NG0462  ___________________________________________________________________
 NG0462  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NG0462  DYNAMIC HT  -         190.026 (meters)     623.44  (feet)  COMP
 NG0462  MODELED GRAV-     980,283.9   (mgal)                       NAVD 88
 NG0462
 NG0462  VERT ORDER  -  FIRST     CLASS II
 NG0462
 NG0462.The horizontal coordinates were scaled from a topographic map and have
 NG0462.an estimated accuracy of +/- 6 seconds.
 NG0462
 NG0462.The orthometric height was determined by differential leveling
 NG0462.and adjusted by the National Geodetic Survey in June 1991..
 NG0462
 NG0462.The geoid height was determined by GEOID03.
 NG0462
 NG0462.The dynamic height is computed by dividing the NAVD 88
 NG0462.geopotential number by the normal gravity value computed on the
 NG0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0462.degrees latitude (g = 980.6199 gals.).
 NG0462
 NG0462.The modeled gravity was interpolated from observed gravity values.
 NG0462
 NG0462;                    North         East    Units  Estimated Accuracy
 NG0462;SPC MI S     -    70,940.    3,828,820.      MT  (+/- 180 meters Scaled)
 NG0462
 NG0462                          SUPERSEDED SURVEY CONTROL
 NG0462
 NG0462  NGVD 29 (01/19/93)  190.243  (m)          624.16   (f) ADJUSTED    1 2
 NG0462
 NG0462.Superseded values are not recommended for survey control.
 NG0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0462.See file dsdata.txt to determine how the superseded data were derived.
 NG0462
 NG0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM465632(NAD 83)
 NG0462_MARKER: I = METAL ROD
 NG0462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0462_SP_SET: STAINLESS STEEL ROD
 NG0462_STAMPING: H 326 1985
 NG0462_MARK LOGO: NGS   
 NG0462_PROJECTION: RECESSED 2 CENTIMETERS
 NG0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0462_ROD/PIPE-DEPTH: 16.8 meters
 NG0462
 NG0462  HISTORY     - Date     Condition        Report By
 NG0462  HISTORY     - 1985     MONUMENTED       NGS
 NG0462
 NG0462                          STATION DESCRIPTION
 NG0462
 NG0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0462'IN BENTON HARBOR.
 NG0462'IN BENTON HARBOR, AT THE INTERSECTION OF NORTH FAIR STREET AND
 NG0462'TERRITORIAL ROAD, 29.2 M (95.8 FT) SOUTH OF THE CENTER OF THE ROAD,
 NG0462'7.7 M (25.3 FT) EAST OF THE CENTER OF THE STREET, 1.4 M (4.6 FT) SOUTH
 NG0462'OF THE SOUTH EDGE OF A PAVED DRIVEWAY, AND 1.0 M (3.3 FT) WEST OF THE
 NG0462'WEST EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NG0462'5-INCH LOGO CAP.
 NG0462'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1214 ***********************************************************************
 NF1214  DESIGNATION -  H 327
 NF1214  PID         -  NF1214
 NF1214  STATE/COUNTY-  MI/KALAMAZOO
 NF1214  USGS QUAD   -  KALAMAZOO (1995)
 NF1214
 NF1214                         *CURRENT SURVEY CONTROL
 NF1214  ___________________________________________________________________
 NF1214* NAD 83(1986)-  42 17 36.     (N)    085 33 40.     (W)     SCALED    
 NF1214* NAVD 88     -       238.753  (meters)     783.31   (feet)  ADJUSTED  
 NF1214  ___________________________________________________________________
 NF1214  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NF1214  DYNAMIC HT  -         238.679 (meters)     783.07  (feet)  COMP
 NF1214  MODELED GRAV-     980,306.5   (mgal)                       NAVD 88
 NF1214
 NF1214  VERT ORDER  -  FIRST     CLASS II
 NF1214
 NF1214.The horizontal coordinates were scaled from a topographic map and have
 NF1214.an estimated accuracy of +/- 6 seconds.
 NF1214
 NF1214.The orthometric height was determined by differential leveling
 NF1214.and adjusted by the National Geodetic Survey in June 1991..
 NF1214
 NF1214.The geoid height was determined by GEOID03.
 NF1214
 NF1214.The dynamic height is computed by dividing the NAVD 88
 NF1214.geopotential number by the normal gravity value computed on the
 NF1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1214.degrees latitude (g = 980.6199 gals.).
 NF1214
 NF1214.The modeled gravity was interpolated from observed gravity values.
 NF1214
 NF1214;                    North         East    Units  Estimated Accuracy
 NF1214;SPC MI S     -    88,820.    3,901,500.      MT  (+/- 180 meters Scaled)
 NF1214
 NF1214                          SUPERSEDED SURVEY CONTROL
 NF1214
 NF1214  NGVD 29 (01/19/93)  238.887  (m)          783.75   (f) ADJUSTED    1 2
 NF1214
 NF1214.Superseded values are not recommended for survey control.
 NF1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1214.See file dsdata.txt to determine how the superseded data were derived.
 NF1214
 NF1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM186833(NAD 83)
 NF1214_MARKER: I = METAL ROD
 NF1214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1214_SP_SET: STAINLESS STEEL ROD
 NF1214_STAMPING: H 327 1985
 NF1214_MARK LOGO: NGS   
 NF1214_PROJECTION: RECESSED 2 CENTIMETERS
 NF1214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1214_ROD/PIPE-DEPTH: 6.4  meters
 NF1214
 NF1214  HISTORY     - Date     Condition        Report By
 NF1214  HISTORY     - 1985     MONUMENTED       NGS
 NF1214  HISTORY     - 19970307 GOOD             USPSQD
 NF1214  HISTORY     - 20021017 GOOD             USPSQD
 NF1214
 NF1214                          STATION DESCRIPTION
 NF1214
 NF1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1214'IN KALAMAZOO.
 NF1214'IN KALAMAZOO, AT THE INTERSECTION OF MICHIGAN AND FORESMAN AVENUES,
 NF1214'7.9 M (25.9 FT) NORTHEAST OF THE EAST CORNER OF A HOUSE AT 1502
 NF1214'MICHIGAN AVENUE, 7.0 M (23.0 FT) SOUTHWEST OF THE CENTERLINE MICHIGAN
 NF1214'AVENUE, 4.5 M (14.8 FT) SOUTHEAST OF THE EXTENDED CENTER OF FORESMAN
 NF1214'AVENUE, AND 0.6 M (2.0 FT) SOUTHEAST OF UTILITY POLE NUMBER 1502.
 NF1214'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1214'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1214
 NF1214                          STATION RECOVERY (1997)
 NF1214
 NF1214'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1214'RECOVERED IN GOOD CONDITION.
 NF1214
 NF1214                          STATION RECOVERY (2002)
 NF1214
 NF1214'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1461 ***********************************************************************
 RL1461  DESIGNATION -  H 328
 RL1461  PID         -  RL1461
 RL1461  STATE/COUNTY-  MI/BARAGA
 RL1461  USGS QUAD   -  THREE LAKES (1975)
 RL1461
 RL1461                         *CURRENT SURVEY CONTROL
 RL1461  ___________________________________________________________________
 RL1461* NAD 83(1986)-  46 32 28.     (N)    088 08 48.     (W)     SCALED    
 RL1461* NAVD 88     -       499.037  (meters)    1637.26   (feet)  ADJUSTED  
 RL1461  ___________________________________________________________________
 RL1461  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 RL1461  DYNAMIC HT  -         499.059 (meters)    1637.33  (feet)  COMP
 RL1461  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 RL1461
 RL1461  VERT ORDER  -  FIRST     CLASS II
 RL1461
 RL1461.The horizontal coordinates were scaled from a topographic map and have
 RL1461.an estimated accuracy of +/- 6 seconds.
 RL1461
 RL1461.The orthometric height was determined by differential leveling
 RL1461.and adjusted by the National Geodetic Survey in June 1991..
 RL1461
 RL1461.The geoid height was determined by GEOID03.
 RL1461
 RL1461.The dynamic height is computed by dividing the NAVD 88
 RL1461.geopotential number by the normal gravity value computed on the
 RL1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1461.degrees latitude (g = 980.6199 gals.).
 RL1461
 RL1461.The modeled gravity was interpolated from observed gravity values.
 RL1461
 RL1461;                    North         East    Units  Estimated Accuracy
 RL1461;SPC MI N     -   196,000.    7,912,060.      MT  (+/- 180 meters Scaled)
 RL1461
 RL1461                          SUPERSEDED SURVEY CONTROL
 RL1461
 RL1461.No superseded survey control is available for this station.
 RL1461
 RL1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS120548(NAD 83)
 RL1461_MARKER: DB = BENCH MARK DISK
 RL1461_SETTING: 66 = SET IN ROCK OUTCROP
 RL1461_SP_SET: ROCK OUTCROP
 RL1461_STAMPING: H 328 1985
 RL1461_MARK LOGO: NGS   
 RL1461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1461+STABILITY: POSITION/ELEVATION WELL
 RL1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1461+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 RL1461
 RL1461  HISTORY     - Date     Condition        Report By
 RL1461  HISTORY     - 1985     MONUMENTED       NGS
 RL1461  HISTORY     - 19990920 GOOD             USPSQD
 RL1461  HISTORY     - 20000710 GOOD             MIDT
 RL1461  HISTORY     - 20010918 GOOD             JCLS
 RL1461  HISTORY     - 20010920 GOOD             JCLS
 RL1461
 RL1461                          STATION DESCRIPTION
 RL1461
 RL1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1461'15.1 KM (9.4 MI) WEST FROM CHAMPION.
 RL1461'15.1 KM (9.4 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1461'IN CHAMPION, IN THE EASTERN 1/3 OF OF A 50 BY 311 FOOT EXPOSED AREA OF
 RL1461'BEDROCK IN A HIGHWAY CUT, 14.0 M (45.9 FT) WEST OF THE EAST END OF THE
 RL1461'CUT, AND 10.5 M (34.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RL1461'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1461'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1461
 RL1461                          STATION RECOVERY (1999)
 RL1461
 RL1461'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1461'RECOVERED IN GOOD CONDITION.
 RL1461
 RL1461                          STATION RECOVERY (2000)
 RL1461
 RL1461'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1461'RECOVERED IN GOOD CONDITION.
 RL1461
 RL1461                          STATION RECOVERY (2001)
 RL1461
 RL1461'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RL1461'RECOVERED AS DESCRIBED.
 RL1461
 RL1461                          STATION RECOVERY (2001)
 RL1461
 RL1461'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RL1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0463 ***********************************************************************
 RK0463  DESIGNATION -  H 329
 RK0463  PID         -  RK0463
 RK0463  STATE/COUNTY-  MI/MARQUETTE
 RK0463  USGS QUAD   -  NEGAUNEE (1975)
 RK0463
 RK0463                         *CURRENT SURVEY CONTROL
 RK0463  ___________________________________________________________________
 RK0463* NAD 83(1986)-  46 31 36.     (N)    087 33 49.     (W)     SCALED    
 RK0463* NAVD 88     -       427.231  (meters)    1401.67   (feet)  ADJUSTED  
 RK0463  ___________________________________________________________________
 RK0463  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 RK0463  DYNAMIC HT  -         427.260 (meters)    1401.77  (feet)  COMP
 RK0463  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RK0463
 RK0463  VERT ORDER  -  FIRST     CLASS II
 RK0463
 RK0463.The horizontal coordinates were scaled from a topographic map and have
 RK0463.an estimated accuracy of +/- 6 seconds.
 RK0463
 RK0463.The orthometric height was determined by differential leveling
 RK0463.and adjusted by the National Geodetic Survey in June 1991..
 RK0463
 RK0463.The geoid height was determined by GEOID03.
 RK0463
 RK0463.The dynamic height is computed by dividing the NAVD 88
 RK0463.geopotential number by the normal gravity value computed on the
 RK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0463.degrees latitude (g = 980.6199 gals.).
 RK0463
 RK0463.The modeled gravity was interpolated from observed gravity values.
 RK0463
 RK0463;                    North         East    Units  Estimated Accuracy
 RK0463;SPC MI N     -   193,920.    7,956,760.      MT  (+/- 180 meters Scaled)
 RK0463
 RK0463                          SUPERSEDED SURVEY CONTROL
 RK0463
 RK0463.No superseded survey control is available for this station.
 RK0463
 RK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS567527(NAD 83)
 RK0463_MARKER: DB = BENCH MARK DISK
 RK0463_SETTING: 66 = SET IN ROCK OUTCROP
 RK0463_SP_SET: ROCK OUTCROP
 RK0463_STAMPING: H 329 1985
 RK0463_MARK LOGO: NGS   
 RK0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0463+STABILITY: POSITION/ELEVATION WELL
 RK0463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0463+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 RK0463
 RK0463  HISTORY     - Date     Condition        Report By
 RK0463  HISTORY     - 1985     MONUMENTED       NGS
 RK0463  HISTORY     - 19990712 GOOD             MIDT
 RK0463  HISTORY     - 20041009 GOOD             USPSQD
 RK0463  HISTORY     - 20060604 GOOD             GEOCAC
 RK0463
 RK0463                          STATION DESCRIPTION
 RK0463
 RK0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0463'11.1 KM (6.9 MI) WEST FROM MARQUETTE.
 RK0463'11.1 KM (6.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0463'WITH WASHINGTON STREET IN MARQUETTE, IN THE CENTER OF THE SOUTHWEST
 RK0463'1/3 OF A 15 BY 61 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 12.7 M
 RK0463'(41.7 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTH, 12.4 M (40.7
 RK0463'FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 RK0463'AND 2.7 M (8.9 FT) EAST OF THE WEST END OF THE OUTCROP.
 RK0463'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RK0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RK0463
 RK0463                          STATION RECOVERY (1999)
 RK0463
 RK0463'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0463'22 FT NORTH OF CARSONITE WITNESS POST.
 RK0463
 RK0463                          STATION RECOVERY (2004)
 RK0463
 RK0463'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0463'RECOVERED IN GOOD CONDITION.
 RK0463
 RK0463                          STATION RECOVERY (2006)
 RK0463
 RK0463'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0463'BENCHMARK DISC WAS FOUND APPROXIMATELY 8 FEET NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0149 ***********************************************************************
 OJ0149  DESIGNATION -  H 33
 OJ0149  PID         -  OJ0149
 OJ0149  STATE/COUNTY-  MI/SANILAC
 OJ0149  USGS QUAD   -  MINDEN CITY (1963)
 OJ0149
 OJ0149                         *CURRENT SURVEY CONTROL
 OJ0149  ___________________________________________________________________
 OJ0149* NAD 83(1986)-  43 37 33.     (N)    082 47 38.     (W)     SCALED    
 OJ0149* NAVD 88     -       241.465  (meters)     792.21   (feet)  ADJUSTED  
 OJ0149  ___________________________________________________________________
 OJ0149  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0149  DYNAMIC HT  -         241.418 (meters)     792.05  (feet)  COMP
 OJ0149  MODELED GRAV-     980,416.4   (mgal)                       NAVD 88
 OJ0149
 OJ0149  VERT ORDER  -  FIRST     CLASS II
 OJ0149
 OJ0149.The horizontal coordinates were scaled from a topographic map and have
 OJ0149.an estimated accuracy of +/- 6 seconds.
 OJ0149
 OJ0149.The orthometric height was determined by differential leveling
 OJ0149.and adjusted by the National Geodetic Survey in June 1991..
 OJ0149
 OJ0149.The geoid height was determined by GEOID03.
 OJ0149
 OJ0149.The dynamic height is computed by dividing the NAVD 88
 OJ0149.geopotential number by the normal gravity value computed on the
 OJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0149.degrees latitude (g = 980.6199 gals.).
 OJ0149
 OJ0149.The modeled gravity was interpolated from observed gravity values.
 OJ0149
 OJ0149;                    North         East    Units  Estimated Accuracy
 OJ0149;SPC MI S     -   237,330.    4,126,930.      MT  (+/- 180 meters Scaled)
 OJ0149
 OJ0149                          SUPERSEDED SURVEY CONTROL
 OJ0149
 OJ0149  NGVD 29 (??/??/92)  241.587  (m)          792.61   (f) ADJ UNCH    1 2
 OJ0149
 OJ0149.Superseded values are not recommended for survey control.
 OJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0149.See file dsdata.txt to determine how the superseded data were derived.
 OJ0149
 OJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ552318(NAD 83)
 OJ0149_MARKER: DB = BENCH MARK DISK
 OJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0149_STAMPING: H 33 1934
 OJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0149+STABILITY: SURFACE MOTION
 OJ0149
 OJ0149  HISTORY     - Date     Condition        Report By
 OJ0149  HISTORY     - 1934     MONUMENTED       CGS
 OJ0149  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OJ0149  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0149
 OJ0149                          STATION DESCRIPTION
 OJ0149
 OJ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0149'1.5 MI NW FROM PALMS.
 OJ0149'1.5 MILES NORTHWEST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0149'STATION AT PALMS, SANILAC COUNTY, 200 YARDS SOUTHWEST OF THE
 OJ0149'R.J. WEST BRICK FARMHOUSE, AT A PRIVATE ROAD CROSSING, 34 FEET
 OJ0149'EAST OF THE INTERSECTION OF THE NORTHEAST RAIL AND THE
 OJ0149'CENTERLINE OF THE ROAD, 28 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OJ0149'3 FEET SOUTHWEST OF A WIRE FENCE, AND 1 FOOT LOWER THAN THE
 OJ0149'TOP OF THE RAIL.  A STANDARD DISK, STAMPED H 33 1934 AND SET IN
 OJ0149'THE TOP OF A CONCRETE POST.
 OJ0149
 OJ0149                          STATION RECOVERY (1988)
 OJ0149
 OJ0149'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0149'MARK NOT FOUND.
 OJ0149
 OJ0149                          STATION RECOVERY (1994)
 OJ0149
 OJ0149'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0793 ***********************************************************************
 OJ0793  DESIGNATION -  H 33 MI 79
 OJ0793  PID         -  OJ0793
 OJ0793  STATE/COUNTY-  MI/SANILAC
 OJ0793  USGS QUAD   -  JEDDO (1976)
 OJ0793
 OJ0793                         *CURRENT SURVEY CONTROL
 OJ0793  ___________________________________________________________________
 OJ0793* NAD 83(1994)-  43 14 28.67406(N)    082 31 24.85323(W)     ADJUSTED  
 OJ0793* NAVD 88     -       177.73   (+/-2cm)     583.1    (feet)  VERTCON   
 OJ0793  ___________________________________________________________________
 OJ0793  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 OJ0793  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 OJ0793
 OJ0793  HORZ ORDER  -  SECOND
 OJ0793  VERT ORDER  -  THIRD ? (See Below)
 OJ0793
 OJ0793.The horizontal coordinates were established by classical geodetic methods
 OJ0793.and adjusted by the National Geodetic Survey in February 1997..
 OJ0793
 OJ0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0793.The vertical order pertains to the NGVD 29 superseded value.
 OJ0793
 OJ0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0793
 OJ0793.The geoid height was determined by GEOID03.
 OJ0793
 OJ0793;                    North         East     Units Scale Factor Converg.
 OJ0793;SPC MI S     -   195,059.732 4,149,675.416   MT  0.99992618   +1 15 15.4
 OJ0793;SPC MI S     -   639,959.75 13,614,420.66   iFT  0.99992618   +1 15 15.4
 OJ0793;UTM  17      - 4,788,737.970   376,302.427   MT  0.99978822   -1 02 38.0
 OJ0793
 OJ0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0793!SPC MI S     -   0.99997757  x   0.99992618  =   0.99990375
 OJ0793!UTM  17      -   0.99997757  x   0.99978822  =   0.99976579
 OJ0793
 OJ0793:                Primary Azimuth Mark                     Grid Az
 OJ0793:SPC MI S     -  H 32 MI 79                               356 52 36.5
 OJ0793:UTM  17      -  H 32 MI 79                               359 10 29.9
 OJ0793
 OJ0793|---------------------------------------------------------------------|
 OJ0793| PID    Reference Object                     Distance      Geod. Az  |
 OJ0793|                                                           dddmmss.s |
 OJ0793| OJ0768 H 32 MI 79                          APPROX. 1.1 KM 3580751.9 |
 OJ0793|---------------------------------------------------------------------|
 OJ0793
 OJ0793                          SUPERSEDED SURVEY CONTROL
 OJ0793
 OJ0793  NAD 83(1986)-  43 14 28.66053(N)    082 31 24.88068(W) AD(       ) 2
 OJ0793  NAD 27      -  43 14 28.56387(N)    082 31 25.15329(W) AD(       ) 2
 OJ0793  NGVD 29 (07/19/86)  177.85   (m)          583.5    (f) LEVELING    3  
 OJ0793
 OJ0793.Superseded values are not recommended for survey control.
 OJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0793.See file dsdata.txt to determine how the superseded data were derived.
 OJ0793
 OJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7630288738(NAD 83)
 OJ0793_MARKER: DE = TRAVERSE STATION DISK
 OJ0793_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0793+WITH SETTING: PAVEMENT
 OJ0793_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0793+STABILITY: SURFACE MOTION
 OJ0793
 OJ0793  HISTORY     - Date     Condition        Report By
 OJ0793  HISTORY     - 1979     MONUMENTED       NOS
 OJ0793  HISTORY     - 19940728 GOOD             USPSQD
 OJ0793  HISTORY     - 20040418 GOOD             USPSQD
 OJ0793
 OJ0793                          STATION DESCRIPTION
 OJ0793
 OJ0793'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0793'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF LEXINGTON,
 OJ0793'MICHIGAN ON PROPERTY OWNED JOINTLY BY THE RESIDENTS OF THE CHIPEWA
 OJ0793'DRIVE ASSOCIATION PARK.
 OJ0793'
 OJ0793'TO REACH THE STATION FROM THE INTERSECTION OF M 90 AND M25 IN
 OJ0793'LEXINGTON GO SOUTH ON M 25 FOR 1.85 MILES TO CHIPEWA DRIVE ON
 OJ0793'THE LEFT.TURN LEFT(EASTERLY)AND GO FOR 0.08 MILES TO ANOTHER
 OJ0793'GRAVEL ROAD TO THE RIGHT.TURN RIGHT AND FOLLOW THE ROAD FOR
 OJ0793'0.18 MILES TO A PARKING TURN A ROUND.PARK VEHICLE AND WALK
 OJ0793'FOR APPROXIMATELY 450 FEET TO THE WATERS EDGE AND THE AREA
 OJ0793'OF THE STATION ON THE LEFT.
 OJ0793'
 OJ0793'THE STATION IS A STANDARD NOS DISK
 OJ0793'STAMPED---H 33 MI 79 1979---,
 OJ0793'CEMENTED INTO A DRILL HOLE NEAR THE EASTERLY END OF A 3.5 FOOT
 OJ0793'WIDE CONCRETE DOCK,IT IS LOCATED,
 OJ0793'24.0 FEET NORTHEAST FROM THE NORTHERLY OF 2 28 INCH TO 30 INCH
 OJ0793'WILLOWS WITH A COMMON TRUNK,
 OJ0793'94.0 FEET SOUTH FROM THE SOUTHEAST CORNER OF A STEEL SHEET
 OJ0793'PILING BREAKWALL,
 OJ0793'7.3 FEET EAST FROM THE 3.5 FOOT WOOD STEPS LEADING TO THE DOCK,
 OJ0793'AND 1.75 FEET NORTH FROM THE SIDE OF THE DOCK.
 OJ0793'
 OJ0793'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OJ0793'
 OJ0793'DESCRIBED BY B.DECROIX
 OJ0793
 OJ0793                          STATION RECOVERY (1994)
 OJ0793
 OJ0793'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0793'RECOVERED IN GOOD CONDITION.
 OJ0793
 OJ0793                          STATION RECOVERY (2004)
 OJ0793
 OJ0793'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2176 ***********************************************************************
 ME2176  DESIGNATION -  H 330
 ME2176  PID         -  ME2176
 ME2176  STATE/COUNTY-  MI/BERRIEN
 ME2176  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2176
 ME2176                         *CURRENT SURVEY CONTROL
 ME2176  ___________________________________________________________________
 ME2176* NAD 83(1986)-  41 50 21.     (N)    086 39 14.     (W)     SCALED    
 ME2176* NAVD 88     -       210.452  (meters)     690.46   (feet)  ADJUSTED  
 ME2176  ___________________________________________________________________
 ME2176  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2176  DYNAMIC HT  -         210.375 (meters)     690.21  (feet)  COMP
 ME2176  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 ME2176
 ME2176  VERT ORDER  -  FIRST     CLASS II
 ME2176
 ME2176.The horizontal coordinates were scaled from a topographic map and have
 ME2176.an estimated accuracy of +/- 6 seconds.
 ME2176
 ME2176.The orthometric height was determined by differential leveling
 ME2176.and adjusted by the National Geodetic Survey in June 1991..
 ME2176
 ME2176.The geoid height was determined by GEOID03.
 ME2176
 ME2176.The dynamic height is computed by dividing the NAVD 88
 ME2176.geopotential number by the normal gravity value computed on the
 ME2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2176.degrees latitude (g = 980.6199 gals.).
 ME2176
 ME2176.The modeled gravity was interpolated from observed gravity values.
 ME2176
 ME2176;                    North         East    Units  Estimated Accuracy
 ME2176;SPC MI S     -    40,260.    3,810,040.      MT  (+/- 180 meters Scaled)
 ME2176
 ME2176                          SUPERSEDED SURVEY CONTROL
 ME2176
 ME2176  NGVD 29 (01/19/93)  210.574  (m)          690.86   (f) ADJUSTED    1 2
 ME2176
 ME2176.Superseded values are not recommended for survey control.
 ME2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2176.See file dsdata.txt to determine how the superseded data were derived.
 ME2176
 ME2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM287319(NAD 83)
 ME2176_MARKER: DB = BENCH MARK DISK
 ME2176_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2176_SP_SET: BRIDGE ABUTMENT
 ME2176_STAMPING: H 330 1985
 ME2176_MARK LOGO: NGS   
 ME2176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2176+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 ME2176
 ME2176  HISTORY     - Date     Condition        Report By
 ME2176  HISTORY     - 1985     MONUMENTED       NGS
 ME2176  HISTORY     - 19980606 GOOD             USPSQD
 ME2176  HISTORY     - 20010331 GOOD             NGS
 ME2176  HISTORY     - 20040622 GOOD             FISHBA
 ME2176
 ME2176                          STATION DESCRIPTION
 ME2176
 ME2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2176'7.5 KM (4.65 MI) NE FROM NEW BUFFALO.
 ME2176'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2176'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 6.3 KM (3.9 MI) NORTHEASTERLY
 ME2176'ALONG INTERSTATE HIGHWAY 94, IN TOP OF AND 8.8 M (28.9 FT) NORTHEAST
 ME2176'OF THE SOUTHWEST END OF THE WEST CONCRETE ABUTMENT OF THE WARREN WOODS
 ME2176'ROAD OVERPASS OF THE HIGHWAY, 19.0 M (62.3 FT) NORTHWEST OF THE CENTER
 ME2176'OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 4.7 M (15.4 FT) SOUTH
 ME2176'OF THE CENTER OF THE ROAD.
 ME2176'THE MARK IS 1.5 M BELOW THE ROAD.
 ME2176
 ME2176                          STATION RECOVERY (1998)
 ME2176
 ME2176'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2176'RECOVERED IN GOOD CONDITION.
 ME2176
 ME2176                          STATION RECOVERY (2001)
 ME2176
 ME2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2176'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ME2176
 ME2176                          STATION RECOVERY (2004)
 ME2176
 ME2176'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2176'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1048 ***********************************************************************
 NE1048  DESIGNATION -  H 331
 NE1048  PID         -  NE1048
 NE1048  STATE/COUNTY-  MI/WASHTENAW
 NE1048  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE1048
 NE1048                         *CURRENT SURVEY CONTROL
 NE1048  ___________________________________________________________________
 NE1048* NAD 83(1986)-  42 16 53.     (N)    083 45 55.     (W)     SCALED    
 NE1048* NAVD 88     -       265.574  (meters)     871.30   (feet)  ADJUSTED  
 NE1048  ___________________________________________________________________
 NE1048  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NE1048  DYNAMIC HT  -         265.490 (meters)     871.03  (feet)  COMP
 NE1048  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 NE1048
 NE1048  VERT ORDER  -  FIRST     CLASS II
 NE1048
 NE1048.The horizontal coordinates were scaled from a topographic map and have
 NE1048.an estimated accuracy of +/- 6 seconds.
 NE1048
 NE1048.The orthometric height was determined by differential leveling
 NE1048.and adjusted by the National Geodetic Survey in June 1991..
 NE1048
 NE1048.The geoid height was determined by GEOID03.
 NE1048
 NE1048.The dynamic height is computed by dividing the NAVD 88
 NE1048.geopotential number by the normal gravity value computed on the
 NE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1048.degrees latitude (g = 980.6199 gals.).
 NE1048
 NE1048.The modeled gravity was interpolated from observed gravity values.
 NE1048
 NE1048;                    North         East    Units  Estimated Accuracy
 NE1048;SPC MI S     -    86,970.    4,049,600.      MT  (+/- 180 meters Scaled)
 NE1048
 NE1048                          SUPERSEDED SURVEY CONTROL
 NE1048
 NE1048  NGVD 29 (01/19/93)  265.693  (m)          871.69   (f) ADJUSTED    1 2
 NE1048
 NE1048.Superseded values are not recommended for survey control.
 NE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1048.See file dsdata.txt to determine how the superseded data were derived.
 NE1048
 NE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG719847(NAD 83)
 NE1048_MARKER: F = FLANGE-ENCASED ROD
 NE1048_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1048_SP_SET: STAINLESS STEEL ROD
 NE1048_STAMPING: H 331 1985
 NE1048_MARK LOGO: NGS   
 NE1048_PROJECTION: RECESSED 1 CENTIMETERS
 NE1048_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1048_ROD/PIPE-DEPTH: 26.8 meters
 NE1048
 NE1048  HISTORY     - Date     Condition        Report By
 NE1048  HISTORY     - 1985     MONUMENTED       NGS
 NE1048  HISTORY     - 19930820 GOOD             WOOLPT
 NE1048  HISTORY     - 19930910 GOOD             WOOLPT
 NE1048  HISTORY     - 20010826 GOOD             USPSQD
 NE1048
 NE1048                          STATION DESCRIPTION
 NE1048
 NE1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1048'IN ANN ARBOR.
 NE1048'IN ANN ARBOR, AT THE INTERSECTION OF WEST HURON STREET AND SOUTH
 NE1048'REVENA BOULEVARD, 18.7 M (61.4 FT) SOUTH OF THE CENTERLINE OF THE EAST
 NE1048'BOUND LANES OF THE STREET, 4.2 M (13.8 FT) EAST OF THE CENTER OF THE
 NE1048'SOUTH BOUND LANES OF THE BOULEVARD, AND 4.2 M (13.8 FT) WEST OF THE
 NE1048'CENTER OF THE NORTH BOUND LANES OF THE BOULEVARD.  NOTE--ACCESS TO
 NE1048'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1048'THE MARK IS 0.3 M ABOVE THE STREET.
 NE1048
 NE1048                          STATION RECOVERY (1993)
 NE1048
 NE1048'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1048'RECOVERED AS DESCRIBED.
 NE1048
 NE1048                          STATION RECOVERY (1993)
 NE1048
 NE1048'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1048'RECOVERED AS DESCRIBED.
 NE1048
 NE1048                          STATION RECOVERY (2001)
 NE1048
 NE1048'RECOVERY NOTE BY US POWER SQUADRON 2001 (KMW)
 NE1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7979 ***********************************************************************
 AH7979  DESIGNATION -  H 332
 AH7979  PID         -  AH7979
 AH7979  STATE/COUNTY-  MI/INGHAM
 AH7979  USGS QUAD   -  LESLIE (1970)
 AH7979
 AH7979                         *CURRENT SURVEY CONTROL
 AH7979  ___________________________________________________________________
 AH7979* NAD 83(1986)-  42 25 19.     (N)    084 25 44.     (W)     SCALED    
 AH7979* NAVD 88     -       303.474  (meters)     995.65   (feet)  ADJUSTED  
 AH7979  ___________________________________________________________________
 AH7979  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 AH7979  DYNAMIC HT  -         303.374 (meters)     995.32  (feet)  COMP
 AH7979  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 AH7979
 AH7979  VERT ORDER  -  FIRST     CLASS II
 AH7979
 AH7979.The horizontal coordinates were scaled from a topographic map and have
 AH7979.an estimated accuracy of +/- 6 seconds.
 AH7979
 AH7979.The orthometric height was determined by differential leveling
 AH7979.and adjusted by the National Geodetic Survey in January 2002..
 AH7979
 AH7979.The geoid height was determined by GEOID03.
 AH7979
 AH7979.The dynamic height is computed by dividing the NAVD 88
 AH7979.geopotential number by the normal gravity value computed on the
 AH7979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7979.degrees latitude (g = 980.6199 gals.).
 AH7979
 AH7979.The modeled gravity was interpolated from observed gravity values.
 AH7979
 AH7979;                    North         East    Units  Estimated Accuracy
 AH7979;SPC MI S     -   102,410.    3,994,880.      MT  (+/- 180 meters Scaled)
 AH7979
 AH7979                          SUPERSEDED SURVEY CONTROL
 AH7979
 AH7979.No superseded survey control is available for this station.
 AH7979
 AH7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM115998(NAD 83)
 AH7979_MARKER: F = FLANGE-ENCASED ROD
 AH7979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7979_STAMPING: H 332 1992
 AH7979_MARK LOGO: NGS   
 AH7979_PROJECTION: FLUSH
 AH7979_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7979+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7979_ROD/PIPE-DEPTH: 9.4  meters
 AH7979
 AH7979  HISTORY     - Date     Condition        Report By
 AH7979  HISTORY     - 1992     MONUMENTED       NGS
 AH7979  HISTORY     - 20000616 GOOD             NGS
 AH7979  HISTORY     - 20060424 GOOD             INDIV
 AH7979  HISTORY     - 20060429 GOOD             USPSQD
 AH7979
 AH7979                          STATION DESCRIPTION
 AH7979
 AH7979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7979'0.2 KM (0.10 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7979'LESLIE, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG MILL STREET, THENCE 2.8
 AH7979'KM (1.75 MI) SOUTHERLY ALONG RUSSELL STREET (STATE ROAD) , 24.7 M
 AH7979'(81.0 FT) WEST OF THE ROAD CENTER, 8.3 M (27.2 FT) NORTH OF THE CENTER
 AH7979'OF BASE LINE ROAD, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M
 AH7979'(1.0 FT) BELOW THE LEVEL OF BASE LINE ROAD.  NOTE--ACCESS TO THE DATUM
 AH7979'POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7979
 AH7979                          STATION RECOVERY (2000)
 AH7979
 AH7979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7979'RECOVERED AS DESCRIBED.
 AH7979
 AH7979                          STATION RECOVERY (2006)
 AH7979
 AH7979'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (ANB)
 AH7979'RECOVERED IN GOOD CONDITION.
 AH7979
 AH7979                          STATION RECOVERY (2006)
 AH7979
 AH7979'RECOVERY NOTE BY US POWER SQUADRON 2006 (WB)
 AH7979'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7949 ***********************************************************************
 AH7949  DESIGNATION -  H 333
 AH7949  PID         -  AH7949
 AH7949  STATE/COUNTY-  MI/CLINTON
 AH7949  USGS QUAD   -  EAGLE (1978)
 AH7949
 AH7949                         *CURRENT SURVEY CONTROL
 AH7949  ___________________________________________________________________
 AH7949* NAD 83(1986)-  42 48 39.     (N)    084 48 18.     (W)     SCALED    
 AH7949* NAVD 88     -       248.625  (meters)     815.70   (feet)  ADJUSTED  
 AH7949  ___________________________________________________________________
 AH7949  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 AH7949  DYNAMIC HT  -         248.554 (meters)     815.46  (feet)  COMP
 AH7949  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 AH7949
 AH7949  VERT ORDER  -  FIRST     CLASS II
 AH7949
 AH7949.The horizontal coordinates were scaled from a topographic map and have
 AH7949.an estimated accuracy of +/- 6 seconds.
 AH7949
 AH7949.The orthometric height was determined by differential leveling
 AH7949.and adjusted by the National Geodetic Survey in January 2002..
 AH7949
 AH7949.The geoid height was determined by GEOID03.
 AH7949
 AH7949.The dynamic height is computed by dividing the NAVD 88
 AH7949.geopotential number by the normal gravity value computed on the
 AH7949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7949.degrees latitude (g = 980.6199 gals.).
 AH7949
 AH7949.The modeled gravity was interpolated from observed gravity values.
 AH7949
 AH7949;                    North         East    Units  Estimated Accuracy
 AH7949;SPC MI S     -   145,700.    3,964,150.      MT  (+/- 180 meters Scaled)
 AH7949
 AH7949                          SUPERSEDED SURVEY CONTROL
 AH7949
 AH7949.No superseded survey control is available for this station.
 AH7949
 AH7949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN794421(NAD 83)
 AH7949_MARKER: F = FLANGE-ENCASED ROD
 AH7949_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7949_STAMPING: H 333 1992
 AH7949_MARK LOGO: NGS   
 AH7949_PROJECTION: FLUSH
 AH7949_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7949+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7949_ROD/PIPE-DEPTH: 6.3  meters
 AH7949_SLEEVE-DEPTH  : 0.9 meters
 AH7949
 AH7949  HISTORY     - Date     Condition        Report By
 AH7949  HISTORY     - 1992     MONUMENTED       NGS
 AH7949  HISTORY     - 19990408 GOOD             NGS
 AH7949
 AH7949                          STATION DESCRIPTION
 AH7949
 AH7949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7949'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7949'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 262.0 M
 AH7949'(859.6 FT) NORTHWEST OF A HIGH LINE CROSSING, 31.1 M (102.0 FT)
 AH7949'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 14.3 M (46.9 FT) SOUTHWEST OF
 AH7949'THE AVENUE CENTERLINE, 5.0 M (16.4 FT) SOUTHEAST OF THE NORTHWEST END
 AH7949'OF A FNECE, 0.5 M (1.6 FT) NORTH-NORTHEAST OF A WITNESS POST AND
 AH7949'FENCE, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS
 AH7949'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH
 AH7949'DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AH7949
 AH7949                          STATION RECOVERY (1999)
 AH7949
 AH7949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7949'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0485 ***********************************************************************
 NG0485  DESIGNATION -  H 334
 NG0485  PID         -  NG0485
 NG0485  STATE/COUNTY-  MI/VAN BUREN
 NG0485  USGS QUAD   -  BANGOR (1981)
 NG0485
 NG0485                         *CURRENT SURVEY CONTROL
 NG0485  ___________________________________________________________________
 NG0485* NAD 83(1986)-  42 15 54.     (N)    086 06 31.     (W)     SCALED    
 NG0485* NAVD 88     -       218.792  (meters)     717.82   (feet)  ADJUSTED  
 NG0485  ___________________________________________________________________
 NG0485  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NG0485  DYNAMIC HT  -         218.726 (meters)     717.60  (feet)  COMP
 NG0485  MODELED GRAV-     980,316.7   (mgal)                       NAVD 88
 NG0485
 NG0485  VERT ORDER  -  FIRST     CLASS II
 NG0485
 NG0485.The horizontal coordinates were scaled from a topographic map and have
 NG0485.an estimated accuracy of +/- 6 seconds.
 NG0485
 NG0485.The orthometric height was determined by differential leveling
 NG0485.and adjusted by the National Geodetic Survey in June 1991..
 NG0485
 NG0485.The geoid height was determined by GEOID03.
 NG0485
 NG0485.The dynamic height is computed by dividing the NAVD 88
 NG0485.geopotential number by the normal gravity value computed on the
 NG0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0485.degrees latitude (g = 980.6199 gals.).
 NG0485
 NG0485.The modeled gravity was interpolated from observed gravity values.
 NG0485
 NG0485;                    North         East    Units  Estimated Accuracy
 NG0485;SPC MI S     -    86,460.    3,856,290.      MT  (+/- 180 meters Scaled)
 NG0485
 NG0485                          SUPERSEDED SURVEY CONTROL
 NG0485
 NG0485  NGVD 29 (01/19/93)  218.929  (m)          718.27   (f) ADJUSTED    1 2
 NG0485
 NG0485.Superseded values are not recommended for survey control.
 NG0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0485.See file dsdata.txt to determine how the superseded data were derived.
 NG0485
 NG0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735795(NAD 83)
 NG0485_MARKER: I = METAL ROD
 NG0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0485_SP_SET: STAINLESS STEEL ROD
 NG0485_STAMPING: H 334 1985
 NG0485_MARK LOGO: NGS   
 NG0485_PROJECTION: FLUSH
 NG0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0485_ROD/PIPE-DEPTH: 27.3 meters
 NG0485
 NG0485  HISTORY     - Date     Condition        Report By
 NG0485  HISTORY     - 1985     MONUMENTED       NGS
 NG0485
 NG0485                          STATION DESCRIPTION
 NG0485
 NG0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0485'10.6 KM (6.6 MI) NE FROM HARTFORD.
 NG0485'5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL
 NG0485'IN HARTFORD, THENCE 5.5 KM (3.4 MI) NORTHERLY ALONG COUNTY ROAD 681,
 NG0485'18.0 M (59.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.0 M (29.5
 NG0485'FT) SOUTH OF THE CENTER OF 42ND AVENUE, AND 1.2 M (3.9 FT) WEST OF
 NG0485'UTILITY POLE NUMBER 403-90 WITH A GUY WIRE.  NOTE--ACCESS TO DATUM
 NG0485'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0485'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NG0485'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1209 ***********************************************************************
 NF1209  DESIGNATION -  H 335
 NF1209  PID         -  NF1209
 NF1209  STATE/COUNTY-  MI/KALAMAZOO
 NF1209  USGS QUAD   -  GALESBURG (1985)
 NF1209
 NF1209                         *CURRENT SURVEY CONTROL
 NF1209  ___________________________________________________________________
 NF1209* NAD 83(1986)-  42 17 20.     (N)    085 27 33.     (W)     SCALED    
 NF1209* NAVD 88     -       248.814  (meters)     816.32   (feet)  ADJUSTED  
 NF1209  ___________________________________________________________________
 NF1209  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF1209  DYNAMIC HT  -         248.736 (meters)     816.06  (feet)  COMP
 NF1209  MODELED GRAV-     980,303.7   (mgal)                       NAVD 88
 NF1209
 NF1209  VERT ORDER  -  FIRST     CLASS II
 NF1209
 NF1209.The horizontal coordinates were scaled from a topographic map and have
 NF1209.an estimated accuracy of +/- 6 seconds.
 NF1209
 NF1209.The orthometric height was determined by differential leveling
 NF1209.and adjusted by the National Geodetic Survey in June 1991..
 NF1209
 NF1209.The geoid height was determined by GEOID03.
 NF1209
 NF1209.The dynamic height is computed by dividing the NAVD 88
 NF1209.geopotential number by the normal gravity value computed on the
 NF1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1209.degrees latitude (g = 980.6199 gals.).
 NF1209
 NF1209.The modeled gravity was interpolated from observed gravity values.
 NF1209
 NF1209;                    North         East    Units  Estimated Accuracy
 NF1209;SPC MI S     -    88,210.    3,909,900.      MT  (+/- 180 meters Scaled)
 NF1209
 NF1209                          SUPERSEDED SURVEY CONTROL
 NF1209
 NF1209  NGVD 29 (01/19/93)  248.947  (m)          816.75   (f) ADJUSTED    1 2
 NF1209
 NF1209.Superseded values are not recommended for survey control.
 NF1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1209.See file dsdata.txt to determine how the superseded data were derived.
 NF1209
 NF1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM270830(NAD 83)
 NF1209_MARKER: I = METAL ROD
 NF1209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1209_SP_SET: STAINLESS STEEL ROD
 NF1209_STAMPING: H 335 1985
 NF1209_MARK LOGO: NGS   
 NF1209_PROJECTION: FLUSH
 NF1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1209+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2003
 NF1209_ROD/PIPE-DEPTH: 14.6 meters
 NF1209
 NF1209  HISTORY     - Date     Condition        Report By
 NF1209  HISTORY     - 1985     MONUMENTED       NGS
 NF1209  HISTORY     - 19970306 GOOD             USPSQD
 NF1209  HISTORY     - 20030419 GOOD             USPSQD
 NF1209
 NF1209                          STATION DESCRIPTION
 NF1209
 NF1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1209'11.1 KM (6.9 MI) EAST FROM KALAMAZOO.
 NF1209'11.1 KM (6.9 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE FEDERAL
 NF1209'BUILDING IN KALAMAZOO, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF
 NF1209'ROSEMONT STREET, 25.0 M (82.0 FT) NORTH OF THE CENTERLINE OF THE
 NF1209'AVENUE, 10.8 M (35.4 FT) EAST OF THE CENTER OF A PRIVATE ROAD, 7.4 M
 NF1209'(24.3 FT) NORTH OF THE NEAR RAIL OF THE CONRAIL RAILROAD, AND 1.0 M
 NF1209'(3.3 FT) EAST OF UTILITY POLE NUMBER 8621.  NOTE--ACCESS TO DATUM
 NF1209'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1209'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NF1209'THE MARK IS 0.5 M BELOW THE AVENUE.
 NF1209
 NF1209                          STATION RECOVERY (1997)
 NF1209
 NF1209'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1209'RECOVERED IN GOOD CONDITION.
 NF1209
 NF1209                          STATION RECOVERY (2003)
 NF1209
 NF1209'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1209'NORHWEST OF THE CONSTOCK FIRE AND RESCUE BUILDING, 82 FEET NORTH OF
 NF1209'THE CENTERLINE OF MICHIGAN AVENUE, APPROXIMATELY IN THE CENTERLINE OF
 NF1209'THE EXTENSION OF A PRIVATE ROAD, 37' NORTH OF THE NEAR RAIL OF THE
 NF1209'RAILROAD AND AT THE BASE OF A CEDAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1187 ***********************************************************************
 NF1187  DESIGNATION -  H 336
 NF1187  PID         -  NF1187
 NF1187  STATE/COUNTY-  MI/CALHOUN
 NF1187  USGS QUAD   -  CERESCO (1985)
 NF1187
 NF1187                         *CURRENT SURVEY CONTROL
 NF1187  ___________________________________________________________________
 NF1187* NAD 83(1986)-  42 16 51.     (N)    085 02 25.     (W)     SCALED    
 NF1187* NAVD 88     -       281.720  (meters)     924.28   (feet)  ADJUSTED  
 NF1187  ___________________________________________________________________
 NF1187  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 NF1187  DYNAMIC HT  -         281.627 (meters)     923.97  (feet)  COMP
 NF1187  MODELED GRAV-     980,284.5   (mgal)                       NAVD 88
 NF1187
 NF1187  VERT ORDER  -  FIRST     CLASS II
 NF1187
 NF1187.The horizontal coordinates were scaled from a topographic map and have
 NF1187.an estimated accuracy of +/- 6 seconds.
 NF1187
 NF1187.The orthometric height was determined by differential leveling
 NF1187.and adjusted by the National Geodetic Survey in June 1991..
 NF1187
 NF1187.The geoid height was determined by GEOID03.
 NF1187
 NF1187.The dynamic height is computed by dividing the NAVD 88
 NF1187.geopotential number by the normal gravity value computed on the
 NF1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1187.degrees latitude (g = 980.6199 gals.).
 NF1187
 NF1187.The modeled gravity was interpolated from observed gravity values.
 NF1187
 NF1187;                    North         East    Units  Estimated Accuracy
 NF1187;SPC MI S     -    86,960.    3,944,440.      MT  (+/- 180 meters Scaled)
 NF1187
 NF1187                          SUPERSEDED SURVEY CONTROL
 NF1187
 NF1187  NGVD 29 (01/19/93)  281.854  (m)          924.72   (f) ADJUSTED    1 2
 NF1187
 NF1187.Superseded values are not recommended for survey control.
 NF1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1187.See file dsdata.txt to determine how the superseded data were derived.
 NF1187
 NF1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM615828(NAD 83)
 NF1187_MARKER: I = METAL ROD
 NF1187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1187_SP_SET: STAINLESS STEEL ROD
 NF1187_STAMPING: H 336 1985
 NF1187_MARK LOGO: NGS   
 NF1187_PROJECTION: FLUSH
 NF1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1187_ROD/PIPE-DEPTH: 18.3 meters
 NF1187
 NF1187  HISTORY     - Date     Condition        Report By
 NF1187  HISTORY     - 1985     MONUMENTED       NGS
 NF1187  HISTORY     - 20011128 GOOD             NGS
 NF1187
 NF1187                          STATION DESCRIPTION
 NF1187
 NF1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1187'12.5 KM (7.75 MI) EAST FROM BATTLE CREEK.
 NF1187'12.5 KM (7.75 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL IN
 NF1187'BATTLE CREEK, 10.3 M (33.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 NF1187'AVENUE, 6.6 M (21.7 FT) SOUTHEAST OF THE EXTENDED CENTER OF EDEN
 NF1187'STREET, AND 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS
 NF1187'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1187'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 NF1187'THE MARK IS 0.3 M BELOW THE AVENUE.
 NF1187
 NF1187                          STATION RECOVERY (2001)
 NF1187
 NF1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1187'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1030 ***********************************************************************
 NE1030  DESIGNATION -  H 337
 NE1030  PID         -  NE1030
 NE1030  STATE/COUNTY-  MI/WASHTENAW
 NE1030  USGS QUAD   -  YPSILANTI EAST (1983)
 NE1030
 NE1030                         *CURRENT SURVEY CONTROL
 NE1030  ___________________________________________________________________
 NE1030* NAD 83(1986)-  42 14 13.     (N)    083 32 47.     (W)     SCALED    
 NE1030* NAVD 88     -       218.369  (meters)     716.43   (feet)  ADJUSTED  
 NE1030  ___________________________________________________________________
 NE1030  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 NE1030  DYNAMIC HT  -         218.301 (meters)     716.21  (feet)  COMP
 NE1030  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NE1030
 NE1030  VERT ORDER  -  FIRST     CLASS II
 NE1030
 NE1030.The horizontal coordinates were scaled from a topographic map and have
 NE1030.an estimated accuracy of +/- 6 seconds.
 NE1030
 NE1030.The orthometric height was determined by differential leveling
 NE1030.and adjusted by the National Geodetic Survey in June 1991..
 NE1030
 NE1030.The geoid height was determined by GEOID03.
 NE1030
 NE1030.The dynamic height is computed by dividing the NAVD 88
 NE1030.geopotential number by the normal gravity value computed on the
 NE1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1030.degrees latitude (g = 980.6199 gals.).
 NE1030
 NE1030.The modeled gravity was interpolated from observed gravity values.
 NE1030
 NE1030;                    North         East    Units  Estimated Accuracy
 NE1030;SPC MI S     -    82,190.    4,067,710.      MT  (+/- 180 meters Scaled)
 NE1030
 NE1030                          SUPERSEDED SURVEY CONTROL
 NE1030
 NE1030  NGVD 29 (01/19/93)  218.500  (m)          716.86   (f) ADJUSTED    1 2
 NE1030
 NE1030.Superseded values are not recommended for survey control.
 NE1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1030.See file dsdata.txt to determine how the superseded data were derived.
 NE1030
 NE1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG898792(NAD 83)
 NE1030_MARKER: I = METAL ROD
 NE1030_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1030_SP_SET: STAINLESS STEEL ROD
 NE1030_STAMPING: H 337 1985
 NE1030_MARK LOGO: NGS   
 NE1030_PROJECTION: RECESSED 1 CENTIMETERS
 NE1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1030_ROD/PIPE-DEPTH: 9.8  meters
 NE1030
 NE1030  HISTORY     - Date     Condition        Report By
 NE1030  HISTORY     - 1985     MONUMENTED       NGS
 NE1030  HISTORY     - 19921104 GOOD             LOCENG
 NE1030
 NE1030                          STATION DESCRIPTION
 NE1030
 NE1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1030'25.1 KM (15.6 MI) EAST FROM ANN ARBOR.
 NE1030'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE1030'4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1030'HURON STREET IN ANN ARBOR, THENCE 17.1 KM (10.6 MI) EASTERLY ALONG
 NE1030'INTERSTATE HIGHWAY 94, THENCE 0.3 KM (0.2 MI) NORTH ALONG RAWSONVILLE
 NE1030'ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG INTERSTATE HIGHWAY 94 SERVICE
 NE1030'ROAD, THENCE 1.4 KM (0.85 MI) NORTH ALONG MCGREGOR ROAD, THENCE 0.7 KM
 NE1030'(0.45 MI) EASTERLY ALONG TAYLER ROAD, THENCE 0.3 KM (0. MI) NORTH
 NE1030'ALONG A PAVED ROAD, 5.0 M (16.4 FT) EAST OF THE CENTER OF THE ROAD,
 NE1030'3.9 M (12.8 FT) WEST OF THE WEST FACE OF THE WILLOW RUN AIRPORT
 NE1030'TERMINAL, AND 1.7 M (5.6 FT) NORTH OF THE CENTER OF A PAVE WALKWAY.
 NE1030'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1030
 NE1030                          STATION RECOVERY (1992)
 NE1030
 NE1030'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE1030'IN THE SOUTHWEST 1/4 OF SECTION 12, T-3-S.  R-7-E.  YPSILANTI
 NE1030'TOWNSHIP, 4.9 KM (3.05 MI) SOUTHERLY ALONG STATE STREET FROM ITS
 NE1030'JUNCTION WITH HURON STREET IN ANN ARBOR, THENCE 17.1 KM (10.60 MI)
 NE1030'EASTERLY ALONG INTERSTATE HIGHWAY 94, THERNCE 0.3 KM (0.20 MI) NORTH
 NE1030'ALONG RAWSONVILLE ROAD, THENCE 0.4 KM (0.25 MI) WEST ALONG INTERSTATE
 NE1030'HIGHWAY 94 SERVICE DRIVE, THENCE 1.4 KM (0.85 MI) NORTH ALONG
 NE1030'MCGREGOR ROAD, THENCE 0.7 KM (0.45 MI) EASTERLY ALONG TYLER ROAD,
 NE1030'THENCE 0.3 KM (0.20 MI) NORTH ALONG AIRPORT ROAD ON THE YPSILANTI
 NE1030'EAST QUADRANGLE MAP, 26.7 FT (8.1 M) NORTH OF JOG IN THE BUILDING,
 NE1030'17.6 FT (5.4 M) EAST OF A SIGN, 17.8 FT (5.4 M) SOUTH OF THE CORNER
 NE1030'OF A BRICK ENTRANCE, 32.3 FT (9.8 M) SOUTHEAST OF A SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0999 ***********************************************************************
 NE0999  DESIGNATION -  H 338
 NE0999  PID         -  NE0999
 NE0999  STATE/COUNTY-  MI/WAYNE
 NE0999  USGS QUAD   -  DETROIT (1980)
 NE0999
 NE0999                         *CURRENT SURVEY CONTROL
 NE0999  ___________________________________________________________________
 NE0999* NAD 83(1986)-  42 19 07.     (N)    083 04 56.     (W)     SCALED    
 NE0999* NAVD 88     -       181.910  (meters)     596.82   (feet)  ADJUSTED  
 NE0999  ___________________________________________________________________
 NE0999  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 NE0999  DYNAMIC HT  -         181.856 (meters)     596.64  (feet)  COMP
 NE0999  MODELED GRAV-     980,320.9   (mgal)                       NAVD 88
 NE0999
 NE0999  VERT ORDER  -  FIRST     CLASS II
 NE0999
 NE0999.The horizontal coordinates were scaled from a topographic map and have
 NE0999.an estimated accuracy of +/- 6 seconds.
 NE0999
 NE0999.The orthometric height was determined by differential leveling
 NE0999.and adjusted by the National Geodetic Survey in June 1991..
 NE0999
 NE0999.The geoid height was determined by GEOID03.
 NE0999
 NE0999.The dynamic height is computed by dividing the NAVD 88
 NE0999.geopotential number by the normal gravity value computed on the
 NE0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0999.degrees latitude (g = 980.6199 gals.).
 NE0999
 NE0999.The modeled gravity was interpolated from observed gravity values.
 NE0999
 NE0999;                    North         East    Units  Estimated Accuracy
 NE0999;SPC MI S     -    91,740.    4,105,880.      MT  (+/- 180 meters Scaled)
 NE0999
 NE0999                          SUPERSEDED SURVEY CONTROL
 NE0999
 NE0999  NGVD 29 (01/19/93)  182.082  (m)          597.38   (f) ADJUSTED    1 2
 NE0999
 NE0999.Superseded values are not recommended for survey control.
 NE0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0999.See file dsdata.txt to determine how the superseded data were derived.
 NE0999
 NE0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG284872(NAD 83)
 NE0999_MARKER: DB = BENCH MARK DISK
 NE0999_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0999_SP_SET: BRIDGE ABUTMENT
 NE0999_STAMPING: H 338 1985
 NE0999_MARK LOGO: NGS   
 NE0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0999
 NE0999  HISTORY     - Date     Condition        Report By
 NE0999  HISTORY     - 1985     MONUMENTED       NGS
 NE0999
 NE0999                          STATION DESCRIPTION
 NE0999
 NE0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE0999'IN DETROIT.
 NE0999'IN DETROIT, AT THE JUNCTION OF INTERSTATE HIGHWAY 75 AND LA FAYETTE
 NE0999'WEST, IN TOP OF AND 0.5 M (1.6 FT) SOUTH OF THE NORTH END OF THE EAST
 NE0999'CONCRETE ABUTMENT OF LA FAYETTE WEST OVERPASS OF THE HIGHWAY, 12.8 M
 NE0999'(42.0 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF THE HIGHWAY,
 NE0999'AND 7.3 M (24.0 FT) NORTH OF THE CENTER OF LA FAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0792 ***********************************************************************
 OJ0792  DESIGNATION -  H 34 MI 79
 OJ0792  PID         -  OJ0792
 OJ0792  STATE/COUNTY-  MI/SANILAC
 OJ0792  USGS QUAD   -  JEDDO (1976)
 OJ0792
 OJ0792                         *CURRENT SURVEY CONTROL
 OJ0792  ___________________________________________________________________
 OJ0792* NAD 83(1994)-  43 11 59.94846(N)    082 30 36.18030(W)     ADJUSTED  
 OJ0792* NAVD 88     -       178.19   (+/-2cm)     584.6    (feet)  VERTCON   
 OJ0792  ___________________________________________________________________
 OJ0792  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 OJ0792  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0792
 OJ0792  HORZ ORDER  -  SECOND
 OJ0792  VERT ORDER  -  THIRD ? (See Below)
 OJ0792
 OJ0792.The horizontal coordinates were established by classical geodetic methods
 OJ0792.and adjusted by the National Geodetic Survey in February 1997..
 OJ0792
 OJ0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0792.The vertical order pertains to the NGVD 29 superseded value.
 OJ0792
 OJ0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0792
 OJ0792.The geoid height was determined by GEOID03.
 OJ0792
 OJ0792;                    North         East     Units Scale Factor Converg.
 OJ0792;SPC MI S     -   190,495.605 4,150,874.397   MT  0.99992196   +1 15 48.5
 OJ0792;SPC MI S     -   624,985.58 13,618,354.32   iFT  0.99992196   +1 15 48.5
 OJ0792;UTM  17      - 4,784,130.077   377,317.318   MT  0.99978515   -1 02 01.8
 OJ0792
 OJ0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0792!SPC MI S     -   0.99997750  x   0.99992196  =   0.99989946
 OJ0792!UTM  17      -   0.99997750  x   0.99978515  =   0.99976265
 OJ0792
 OJ0792|---------------------------------------------------------------------|
 OJ0792| PID    Reference Object                     Distance      Geod. Az  |
 OJ0792|                                                           dddmmss.s |
 OJ0792| OJ0791 H 35 MI 79                          345.368 METERS 16016     |
 OJ0792| OJ0793 H 33 MI 79                          APPROX. 4.7 KM 3463240.8 |
 OJ0792|---------------------------------------------------------------------|
 OJ0792
 OJ0792                          SUPERSEDED SURVEY CONTROL
 OJ0792
 OJ0792  NAD 83(1986)-  43 11 59.93477(N)    082 30 36.20854(W) AD(       ) 2
 OJ0792  NAD 27      -  43 11 59.83611(N)    082 30 36.48601(W) AD(       ) 2
 OJ0792  NGVD 29 (07/19/86)  178.32   (m)          585.0    (f) LEVELING    3  
 OJ0792
 OJ0792.Superseded values are not recommended for survey control.
 OJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0792.See file dsdata.txt to determine how the superseded data were derived.
 OJ0792
 OJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7731784130(NAD 83)
 OJ0792_MARKER: DE = TRAVERSE STATION DISK
 OJ0792_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0792+WITH SETTING: PAVEMENT
 OJ0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0792+STABILITY: SURFACE MOTION
 OJ0792
 OJ0792  HISTORY     - Date     Condition        Report By
 OJ0792  HISTORY     - 1979     MONUMENTED       NOS
 OJ0792  HISTORY     - 19940728 GOOD             USPSQD
 OJ0792
 OJ0792                          STATION DESCRIPTION
 OJ0792
 OJ0792'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0792'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES SOUTH OF LEXINGTON
 OJ0792'ON PRIVATE PROPERTY OWNED BY EDWARD MEYERS OF 7929 LAKEVIEW ROAD,
 OJ0792'LEXINGTON,MICHIGAN.
 OJ0792'
 OJ0792'TO REACH THE STATION FROM THE INTERSECTION OF M 90 AND M25 IN
 OJ0792'LEXINGTON,GO SOUTH ON M 25 FOR 5.35 MILES TO AN OBLIQUE ROAD,
 OJ0792'(GALBRAITH ROAD).TURN LEFT ON GALBRAITH ROAD AND GO EAST FOR 0.27
 OJ0792'MILES TO A SHARP BEND TO THE LEFT.(LAKEVIEW ROAD)FOLLOW THE BEND
 OJ0792'AND PROCEED FOR 0.11 MILES TO HOUSE NUMBER 7929 LAKEVIEW ROAD.
 OJ0792'STATION IS ON A CONCRETE DOCK AROUND THE LAKE SIDE OF THE HOUSE.
 OJ0792'
 OJ0792'THE STATION IS A STANDARD NOS DISK
 OJ0792'STAMPED---H 34 MI 79 1979---,
 OJ0792'SET INTO A DRILL HOLE IN THE CENTER AND EASTERLY END OF A 6.75
 OJ0792'FOOT CONCRETE DOCK.STATION IS FLUSH WITH THE TOP OF THE DOCK.
 OJ0792'IT IS LOCATED
 OJ0792'IT IS LOCATED 43.8 FEET EAST FROM A STEEL SHEET BREAKWALL,
 OJ0792'5.0 FEET WEST FROM THE EASTERLY END OF THE DOCK.
 OJ0792'
 OJ0792'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0792'
 OJ0792'DESCRIBED BY B.DECROIX
 OJ0792
 OJ0792                          STATION RECOVERY (1994)
 OJ0792
 OJ0792'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5047 ***********************************************************************
 AA5047  DESIGNATION -  H 340
 AA5047  PID         -  AA5047
 AA5047  STATE/COUNTY-  MI/MASON
 AA5047  USGS QUAD   -  TALLMAN (1987)
 AA5047
 AA5047                         *CURRENT SURVEY CONTROL
 AA5047  ___________________________________________________________________
 AA5047* NAD 83(1986)-  43 57 12.     (N)    086 07 07.     (W)     SCALED    
 AA5047* NAVD 88     -       215.516  (meters)     707.07   (feet)  ADJUSTED  
 AA5047  ___________________________________________________________________
 AA5047  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 AA5047  DYNAMIC HT  -         215.480 (meters)     706.95  (feet)  COMP
 AA5047  MODELED GRAV-     980,446.5   (mgal)                       NAVD 88
 AA5047
 AA5047  VERT ORDER  -  FIRST     CLASS II
 AA5047
 AA5047.The horizontal coordinates were scaled from a topographic map and have
 AA5047.an estimated accuracy of +/- 6 seconds.
 AA5047
 AA5047.The orthometric height was determined by differential leveling
 AA5047.and adjusted by the National Geodetic Survey in January 2002..
 AA5047
 AA5047.The geoid height was determined by GEOID03.
 AA5047
 AA5047.The dynamic height is computed by dividing the NAVD 88
 AA5047.geopotential number by the normal gravity value computed on the
 AA5047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5047.degrees latitude (g = 980.6199 gals.).
 AA5047
 AA5047.The modeled gravity was interpolated from observed gravity values.
 AA5047
 AA5047;                    North         East    Units  Estimated Accuracy
 AA5047;SPC MI C     -    72,270.    5,859,380.      MT  (+/- 180 meters Scaled)
 AA5047
 AA5047                          SUPERSEDED SURVEY CONTROL
 AA5047
 AA5047.No superseded survey control is available for this station.
 AA5047
 AA5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP707670(NAD 83)
 AA5047_MARKER: I = METAL ROD
 AA5047_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5047_STAMPING: H 340 1992
 AA5047_MARK LOGO: NGS   
 AA5047_PROJECTION: FLUSH
 AA5047_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5047+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 AA5047_ROD/PIPE-DEPTH: 14.9 meters
 AA5047_SLEEVE-DEPTH  : 0.9 meters
 AA5047
 AA5047  HISTORY     - Date     Condition        Report By
 AA5047  HISTORY     - 1992     MONUMENTED       NGS
 AA5047  HISTORY     - 20031010 GOOD             USPSQD
 AA5047
 AA5047                          STATION DESCRIPTION
 AA5047
 AA5047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5047'8.2 KM (5.10 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 AA5047'IN CUSTER, 61.5 M (201.8 FT) EAST OF THE CENTERLINE OF BENSON ROAD,
 AA5047'21.6 M (70.9 FT) WEST OF THE NEAR RAIL OF THE CHESSIE SYSTEMS
 AA5047'RAILROAD, 10.1 M (33.1 FT) NORTH OF AND LEVEL WITH THE HIGHWAY
 AA5047'CENTERLINE, 7.1 M (23.3 FT) WEST OF A UTILITY POLE, AND 2.9 M (9.5 FT)
 AA5047'WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AA5047'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AA5047'FOR A CLASS A MARK.
 AA5047
 AA5047                          STATION RECOVERY (2003)
 AA5047
 AA5047'RECOVERY NOTE BY US POWER SQUADRON 2003 (CVA)
 AA5047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7872 ***********************************************************************
 AH7872  DESIGNATION -  H 341
 AH7872  PID         -  AH7872
 AH7872  STATE/COUNTY-  MI/MECOSTA
 AH7872  USGS QUAD   -  WOODVILLE NE (1985)
 AH7872
 AH7872                         *CURRENT SURVEY CONTROL
 AH7872  ___________________________________________________________________
 AH7872* NAD 83(1986)-  43 44 20.     (N)    085 30 11.     (W)     SCALED    
 AH7872* NAVD 88     -       291.008  (meters)     954.75   (feet)  ADJUSTED  
 AH7872  ___________________________________________________________________
 AH7872  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 AH7872  DYNAMIC HT  -         290.956 (meters)     954.58  (feet)  COMP
 AH7872  MODELED GRAV-     980,433.5   (mgal)                       NAVD 88
 AH7872
 AH7872  VERT ORDER  -  FIRST     CLASS II
 AH7872
 AH7872.The horizontal coordinates were scaled from a topographic map and have
 AH7872.an estimated accuracy of +/- 6 seconds.
 AH7872
 AH7872.The orthometric height was determined by differential leveling
 AH7872.and adjusted by the National Geodetic Survey in January 2002..
 AH7872
 AH7872.The geoid height was determined by GEOID03.
 AH7872
 AH7872.The dynamic height is computed by dividing the NAVD 88
 AH7872.geopotential number by the normal gravity value computed on the
 AH7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7872.degrees latitude (g = 980.6199 gals.).
 AH7872
 AH7872.The modeled gravity was interpolated from observed gravity values.
 AH7872
 AH7872;                    North         East    Units  Estimated Accuracy
 AH7872;SPC MI S     -   249,320.    3,908,460.      MT  (+/- 180 meters Scaled)
 AH7872
 AH7872                          SUPERSEDED SURVEY CONTROL
 AH7872
 AH7872.No superseded survey control is available for this station.
 AH7872
 AH7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP205439(NAD 83)
 AH7872_MARKER: I = METAL ROD
 AH7872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7872_STAMPING: H 341 1992
 AH7872_MARK LOGO: NGS   
 AH7872_PROJECTION: FLUSH
 AH7872_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7872+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7872_ROD/PIPE-DEPTH: 3.7  meters
 AH7872
 AH7872  HISTORY     - Date     Condition        Report By
 AH7872  HISTORY     - 1992     MONUMENTED       NGS
 AH7872
 AH7872                          STATION DESCRIPTION
 AH7872
 AH7872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7872'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7872'IN BIG RAPIDS, THENCE 5.2 KM (3.25 MI) NORTHERLY ALONG U.S.  HIGHWAY
 AH7872'131 BUSINESS, 20.5 M (67.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AH7872'MACHINERY DISPLAY LOT, 16.1 M (52.8 FT) EAST OF THE HIGHWAY
 AH7872'CENTERLINE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 1.0 M (3.3
 AH7872'FT) NORTH OF THE SOUTH END OF A FENCE, AND 0.4 M (1.3 FT) WEST OF A
 AH7872'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7872'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7899 ***********************************************************************
 AH7899  DESIGNATION -  H 342
 AH7899  PID         -  AH7899
 AH7899  STATE/COUNTY-  MI/MECOSTA
 AH7899  USGS QUAD   -  BLANCHARD (1979)
 AH7899
 AH7899                         *CURRENT SURVEY CONTROL
 AH7899  ___________________________________________________________________
 AH7899* NAD 83(1986)-  43 30 59.     (N)    085 05 06.     (W)     SCALED    
 AH7899* NAVD 88     -       293.717  (meters)     963.64   (feet)  ADJUSTED  
 AH7899  ___________________________________________________________________
 AH7899  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 AH7899  DYNAMIC HT  -         293.662 (meters)     963.46  (feet)  COMP
 AH7899  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 AH7899
 AH7899  VERT ORDER  -  FIRST     CLASS II
 AH7899
 AH7899.The horizontal coordinates were scaled from a topographic map and have
 AH7899.an estimated accuracy of +/- 6 seconds.
 AH7899
 AH7899.The orthometric height was determined by differential leveling
 AH7899.and adjusted by the National Geodetic Survey in January 2002..
 AH7899
 AH7899.The geoid height was determined by GEOID03.
 AH7899
 AH7899.The dynamic height is computed by dividing the NAVD 88
 AH7899.geopotential number by the normal gravity value computed on the
 AH7899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7899.degrees latitude (g = 980.6199 gals.).
 AH7899
 AH7899.The modeled gravity was interpolated from observed gravity values.
 AH7899
 AH7899;                    North         East    Units  Estimated Accuracy
 AH7899;SPC MI S     -   224,230.    3,941,920.      MT  (+/- 180 meters Scaled)
 AH7899
 AH7899                          SUPERSEDED SURVEY CONTROL
 AH7899
 AH7899.No superseded survey control is available for this station.
 AH7899
 AH7899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP547199(NAD 83)
 AH7899_MARKER: I = METAL ROD
 AH7899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7899_STAMPING: H 342 1992
 AH7899_MARK LOGO: NGS   
 AH7899_PROJECTION: FLUSH
 AH7899_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7899+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7899_ROD/PIPE-DEPTH: 21.6 meters
 AH7899
 AH7899  HISTORY     - Date     Condition        Report By
 AH7899  HISTORY     - 1992     MONUMENTED       NGS
 AH7899
 AH7899                          STATION DESCRIPTION
 AH7899
 AH7899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7899'IN BLANCHARD, AT THE INTERSECTION OF WEST WARD STREET AND WEST
 AH7899'ISABELLA COUNTY LINE ROAD, 44.7 M (146.7 FT) EAST OF THE ROAD CENTER,
 AH7899'7.9 M (25.9 FT) SOUTH OF THE STREET CENTER, 4.8 M (15.7 FT) EAST OF A
 AH7899'WITNESS POST, 1.5 M (4.9 FT) WEST OF A JUNCTION UTILITY POLE WITH A
 AH7899'GUY CABLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AH7899'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7901 ***********************************************************************
 AH7901  DESIGNATION -  H 343
 AH7901  PID         -  AH7901
 AH7901  STATE/COUNTY-  MI/MECOSTA
 AH7901  USGS QUAD   -  EDMORE (1964)
 AH7901
 AH7901                         *CURRENT SURVEY CONTROL
 AH7901  ___________________________________________________________________
 AH7901* NAD 83(1986)-  43 28 51.     (N)    085 05 09.     (W)     SCALED    
 AH7901* NAVD 88     -       303.917  (meters)     997.10   (feet)  ADJUSTED  
 AH7901  ___________________________________________________________________
 AH7901  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AH7901  DYNAMIC HT  -         303.862 (meters)     996.92  (feet)  COMP
 AH7901  MODELED GRAV-     980,428.5   (mgal)                       NAVD 88
 AH7901
 AH7901  VERT ORDER  -  FIRST     CLASS II
 AH7901
 AH7901.The horizontal coordinates were scaled from a topographic map and have
 AH7901.an estimated accuracy of +/- 6 seconds.
 AH7901
 AH7901.The orthometric height was determined by differential leveling
 AH7901.and adjusted by the National Geodetic Survey in January 2002..
 AH7901
 AH7901.The geoid height was determined by GEOID03.
 AH7901
 AH7901.The dynamic height is computed by dividing the NAVD 88
 AH7901.geopotential number by the normal gravity value computed on the
 AH7901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7901.degrees latitude (g = 980.6199 gals.).
 AH7901
 AH7901.The modeled gravity was interpolated from observed gravity values.
 AH7901
 AH7901;                    North         East    Units  Estimated Accuracy
 AH7901;SPC MI S     -   220,280.    3,941,820.      MT  (+/- 180 meters Scaled)
 AH7901
 AH7901                          SUPERSEDED SURVEY CONTROL
 AH7901
 AH7901.No superseded survey control is available for this station.
 AH7901
 AH7901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP548159(NAD 83)
 AH7901_MARKER: I = METAL ROD
 AH7901_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7901_STAMPING: H 343 1992
 AH7901_MARK LOGO: NGS   
 AH7901_PROJECTION: FLUSH
 AH7901_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7901+STABILITY: POSITION/ELEVATION WELL
 AH7901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7901+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7901_ROD/PIPE-DEPTH: 14.7 meters
 AH7901_SLEEVE-DEPTH  : 3.8 meters
 AH7901
 AH7901  HISTORY     - Date     Condition        Report By
 AH7901  HISTORY     - 1992     MONUMENTED       NGS
 AH7901
 AH7901                          STATION DESCRIPTION
 AH7901
 AH7901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7901'0.5 KM (0.30 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7901'BLANCHARD, THENCE 4.4 KM (2.75 MI) SOUTHERLY ALONG WEST ISABELLA
 AH7901'COUNTY LINE ROAD, 45.0 M (147.6 FT) WEST OF THE ROAD CENTERLINE, 6.9 M
 AH7901'(22.6 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, 4.3 M (14.1 FT) EAST
 AH7901'OF A UTILITY POLE WITH A GUY CABLE, 1.3 M (4.3 FT) EAST OF A WITNESS
 AH7901'POST, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE GRAVELED ROAD.
 AH7901'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8441 ***********************************************************************
 AH8441  DESIGNATION -  H 344
 AH8441  PID         -  AH8441
 AH8441  STATE/COUNTY-  MI/ST JOSEPH
 AH8441  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8441
 AH8441                         *CURRENT SURVEY CONTROL
 AH8441  ___________________________________________________________________
 AH8441* NAD 83(1986)-  41 56 44.     (N)    085 38 15.     (W)     SCALED    
 AH8441* NAVD 88     -       247.026  (meters)     810.45   (feet)  ADJUSTED  
 AH8441  ___________________________________________________________________
 AH8441  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH8441  DYNAMIC HT  -         246.942 (meters)     810.18  (feet)  COMP
 AH8441  MODELED GRAV-     980,275.0   (mgal)                       NAVD 88
 AH8441
 AH8441  VERT ORDER  -  FIRST     CLASS II
 AH8441
 AH8441.The horizontal coordinates were scaled from a topographic map and have
 AH8441.an estimated accuracy of +/- 6 seconds.
 AH8441
 AH8441.The orthometric height was determined by differential leveling
 AH8441.and adjusted by the National Geodetic Survey in March 2005..
 AH8441.No vertical observational check was made to the station.
 AH8441
 AH8441.The geoid height was determined by GEOID03.
 AH8441
 AH8441.The dynamic height is computed by dividing the NAVD 88
 AH8441.geopotential number by the normal gravity value computed on the
 AH8441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8441.degrees latitude (g = 980.6199 gals.).
 AH8441
 AH8441.The modeled gravity was interpolated from observed gravity values.
 AH8441
 AH8441;                    North         East    Units  Estimated Accuracy
 AH8441;SPC MI S     -    50,290.    3,894,620.      MT  (+/- 180 meters Scaled)
 AH8441
 AH8441                          SUPERSEDED SURVEY CONTROL
 AH8441
 AH8441.No superseded survey control is available for this station.
 AH8441
 AH8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM129446(NAD 83)
 AH8441_MARKER: DV = VERTICAL CONTROL DISK
 AH8441_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH8441_SP_SET: BRIDGE ABUTMENT
 AH8441_STAMPING: H 344 1992
 AH8441_MARK LOGO: NGS   
 AH8441_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8441+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8441
 AH8441  HISTORY     - Date     Condition        Report By
 AH8441  HISTORY     - 1992     MONUMENTED       NGS
 AH8441  HISTORY     - 20010528 GOOD             NGS
 AH8441
 AH8441                          STATION DESCRIPTION
 AH8441
 AH8441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8441'0.2 KM (0.10 MI) WESTERLY ALONG MOORE STREET FROM THE POST OFFICE IN
 AH8441'THREE RIVERS IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF
 AH8441'THE WEST CONCRETE ABUTMENT OF THE BRIDGE SPANNING ROCKY RIVER, 6.4 M
 AH8441'(21.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, 1.0 M (3.3 FT) EAST
 AH8441'OF A STREET LIGHT POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AH8441'STREET.
 AH8441
 AH8441                          STATION RECOVERY (2001)
 AH8441
 AH8441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8441'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8183 ***********************************************************************
 AB8183  DESIGNATION -  H 345
 AB8183  PID         -  AB8183
 AB8183  STATE/COUNTY-  MI/CHIPPEWA
 AB8183  USGS QUAD   -  SHELLDRAKE (1975)
 AB8183
 AB8183                         *CURRENT SURVEY CONTROL
 AB8183  ___________________________________________________________________
 AB8183* NAD 83(1986)-  46 38 07.     (N)    085 02 11.     (W)     SCALED    
 AB8183* NAVD 88     -       188.643  (meters)     618.91   (feet)  ADJUSTED  
 AB8183  ___________________________________________________________________
 AB8183  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 AB8183  DYNAMIC HT  -         188.659 (meters)     618.96  (feet)  COMP
 AB8183  MODELED GRAV-     980,695.7   (mgal)                       NAVD 88
 AB8183
 AB8183  VERT ORDER  -  SECOND    CLASS I
 AB8183
 AB8183.The horizontal coordinates were scaled from a topographic map and have
 AB8183.an estimated accuracy of +/- 6 seconds.
 AB8183
 AB8183.The orthometric height was determined by differential leveling
 AB8183.and adjusted by the National Geodetic Survey in July 2002..
 AB8183
 AB8183.The geoid height was determined by GEOID03.
 AB8183
 AB8183.The dynamic height is computed by dividing the NAVD 88
 AB8183.geopotential number by the normal gravity value computed on the
 AB8183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8183.degrees latitude (g = 980.6199 gals.).
 AB8183
 AB8183.The modeled gravity was interpolated from observed gravity values.
 AB8183
 AB8183;                    North         East    Units  Estimated Accuracy
 AB8183;SPC MI N     -   207,700.    8,150,330.      MT  (+/- 180 meters Scaled)
 AB8183
 AB8183                          SUPERSEDED SURVEY CONTROL
 AB8183
 AB8183.No superseded survey control is available for this station.
 AB8183
 AB8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS502665(NAD 83)
 AB8183_MARKER: I = METAL ROD
 AB8183_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8183_STAMPING: H 345 1996
 AB8183_MARK LOGO: NGS   
 AB8183_PROJECTION: FLUSH
 AB8183_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8183+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2004
 AB8183_ROD/PIPE-DEPTH: 24.0 meters
 AB8183
 AB8183  HISTORY     - Date     Condition        Report By
 AB8183  HISTORY     - 1996     MONUMENTED       NGS
 AB8183  HISTORY     - 20040902 GOOD             USPSQD
 AB8183  HISTORY     - 20040906 GOOD             USPSQD
 AB8183
 AB8183                          STATION DESCRIPTION
 AB8183
 AB8183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8183'1.1 KM (0.70 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8183'STATE HIGHWAY 123 IN PARADISE, 9.1 M (29.9 FT) WEST OF THE ROAD
 AB8183'CENTERLINE, 6.7 M (22.0 FT) NORTH OF THE CENTER OF A DRIVEWAY, 0.3 M
 AB8183'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A
 AB8183'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AB8183'LOGO CAP.
 AB8183
 AB8183                          STATION RECOVERY (2004)
 AB8183
 AB8183'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AB8183'RECOVERED IN GOOD CONDITION.
 AB8183
 AB8183                          STATION RECOVERY (2004)
 AB8183
 AB8183'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 AB8183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5813 ***********************************************************************
 AC5813  DESIGNATION -  H 347
 AC5813  PID         -  AC5813
 AC5813  STATE/COUNTY-  MI/KEWEENAW
 AC5813  USGS QUAD   -  LAKE MEDORA (1975)
 AC5813
 AC5813                         *CURRENT SURVEY CONTROL
 AC5813  ___________________________________________________________________
 AC5813* NAD 83(1986)-  47 23 28.     (N)    087 57 30.     (W)     SCALED    
 AC5813* NAVD 88     -       198.494  (meters)     651.23   (feet)  ADJUSTED  
 AC5813  ___________________________________________________________________
 AC5813  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 AC5813  DYNAMIC HT  -         198.525 (meters)     651.33  (feet)  COMP
 AC5813  MODELED GRAV-     980,764.6   (mgal)                       NAVD 88
 AC5813
 AC5813  VERT ORDER  -  SECOND    CLASS I
 AC5813
 AC5813.The horizontal coordinates were scaled from a topographic map and have
 AC5813.an estimated accuracy of +/- 6 seconds.
 AC5813
 AC5813.The orthometric height was determined by differential leveling
 AC5813.and adjusted by the National Geodetic Survey in March 1997..
 AC5813
 AC5813.The geoid height was determined by GEOID03.
 AC5813
 AC5813.The dynamic height is computed by dividing the NAVD 88
 AC5813.geopotential number by the normal gravity value computed on the
 AC5813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5813.degrees latitude (g = 980.6199 gals.).
 AC5813
 AC5813.The modeled gravity was interpolated from observed gravity values.
 AC5813
 AC5813;                    North         East    Units  Estimated Accuracy
 AC5813;SPC MI N     -   290,300.    7,927,640.      MT  (+/- 180 meters Scaled)
 AC5813
 AC5813                          SUPERSEDED SURVEY CONTROL
 AC5813
 AC5813.No superseded survey control is available for this station.
 AC5813
 AC5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT276490(NAD 83)
 AC5813_MARKER: I = METAL ROD
 AC5813_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5813_STAMPING: H 347 1996
 AC5813_MARK LOGO: NGS   
 AC5813_PROJECTION: FLUSH
 AC5813_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5813_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5813+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 AC5813_ROD/PIPE-DEPTH: 3.1  meters
 AC5813
 AC5813  HISTORY     - Date     Condition        Report By
 AC5813  HISTORY     - 1996     MONUMENTED       NGS
 AC5813  HISTORY     - 20031015 GOOD             GEOCAC
 AC5813
 AC5813                          STATION DESCRIPTION
 AC5813
 AC5813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5813'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5813'STATE HIGHWAY 26 IN PHOENIX, THENCE 11.6 KM (7.20 MI) SOUTHEASTERLY
 AC5813'ALONG THE LAC LA BELLE-BETE GRISE ROAD, 20.9 M (68.6 FT) NORTHEAST OF
 AC5813'THE ROAD CENTER, 5.8 M (19.0 FT) NORTH OF THE CENTER OF A GRAVELED
 AC5813'ROAD, 5.0 M (16.4 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD, 0.7 M
 AC5813'(2.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) SOUTHWEST OF
 AC5813'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AC5813'LOGO CAP.
 AC5813
 AC5813                          STATION RECOVERY (2003)
 AC5813
 AC5813'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC5813'NAD 83(1986)-  47 23 25.2 (N) -   087 57 30.1 (W) HANDHELD DGPS
 AC5813' 
 AC5813' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0791 ***********************************************************************
 OJ0791  DESIGNATION -  H 35 MI 79
 OJ0791  PID         -  OJ0791
 OJ0791  STATE/COUNTY-  MI/SANILAC
 OJ0791  USGS QUAD   -  JEDDO (1976)
 OJ0791
 OJ0791                         *CURRENT SURVEY CONTROL
 OJ0791  ___________________________________________________________________
 OJ0791* NAD 83(1994)-  43 11 49.41448(N)    082 30 31.01466(W)     ADJUSTED  
 OJ0791* NAVD 88     -       176.89   (+/-2cm)     580.3    (feet)  VERTCON   
 OJ0791  ___________________________________________________________________
 OJ0791  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 OJ0791  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OJ0791
 OJ0791  HORZ ORDER  -  SECOND
 OJ0791  VERT ORDER  -  THIRD ? (See Below)
 OJ0791
 OJ0791.The horizontal coordinates were established by classical geodetic methods
 OJ0791.and adjusted by the National Geodetic Survey in February 1997..
 OJ0791
 OJ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0791.The vertical order pertains to the NGVD 29 superseded value.
 OJ0791
 OJ0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0791
 OJ0791.The geoid height was determined by GEOID03.
 OJ0791
 OJ0791;                    North         East     Units Scale Factor Converg.
 OJ0791;SPC MI S     -   190,173.202 4,150,998.156   MT  0.99992168   +1 15 52.1
 OJ0791;SPC MI S     -   623,927.83 13,618,760.35   iFT  0.99992168   +1 15 52.1
 OJ0791;UTM  17      - 4,783,803.016   377,428.038   MT  0.99978482   -1 01 58.0
 OJ0791
 OJ0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0791!SPC MI S     -   0.99997771  x   0.99992168  =   0.99989939
 OJ0791!UTM  17      -   0.99997771  x   0.99978482  =   0.99976253
 OJ0791
 OJ0791|---------------------------------------------------------------------|
 OJ0791| PID    Reference Object                     Distance      Geod. Az  |
 OJ0791|                                                           dddmmss.s |
 OJ0791| OJ0792 H 34 MI 79                          345.368 METERS 34016     |
 OJ0791|---------------------------------------------------------------------|
 OJ0791
 OJ0791                          SUPERSEDED SURVEY CONTROL
 OJ0791
 OJ0791  NAD 83(1986)-  43 11 49.40071(N)    082 30 31.04293(W) AD(       ) 2
 OJ0791  NAD 27      -  43 11 49.30158(N)    082 30 31.32064(W) AD(       ) 2
 OJ0791  NGVD 29 (07/19/86)  177.01   (m)          580.7    (f) LEVELING    3  
 OJ0791
 OJ0791.Superseded values are not recommended for survey control.
 OJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0791.See file dsdata.txt to determine how the superseded data were derived.
 OJ0791
 OJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7742883803(NAD 83)
 OJ0791_MARKER: DE = TRAVERSE STATION DISK
 OJ0791_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0791+WITH SETTING: PAVEMENT
 OJ0791_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0791+STABILITY: SURFACE MOTION
 OJ0791
 OJ0791  HISTORY     - Date     Condition        Report By
 OJ0791  HISTORY     - 1979     MONUMENTED       NOS
 OJ0791  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0791
 OJ0791                          STATION DESCRIPTION
 OJ0791
 OJ0791'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0791'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES SOUTH OF LEXINGTON
 OJ0791'ON A CONCRETE DOCK OWNED BY MR RALPH HEINE OF 8015 EMEIGH ROAD,
 OJ0791'LEXINGTON MICHIGAN.
 OJ0791'
 OJ0791'TO REACH THE STATION FROM THE INTERSECTION OF M 90 AND M 25 IN
 OJ0791'LEXINGTON GO SOUTH ON M 25 FOR 5.35 MILES TO AN OBLIQUE CROSS
 OJ0791'ROAD(GALBRAITH ROAD).TURN LEFT ON GALBRAITH ROAD AND GO EAST FOR
 OJ0791'0.24 MILES TO A ROAD TO THE RIGHT(EMEIGH ROAD).TURN RIGHT AND GO
 OJ0791'SOUTH TO THE SECOND DRIVE ON LEFT.
 OJ0791'(HOUSE NUMBER 8015)PERMISSION SHOULD BE OBTAINED FROM MR HEINE
 OJ0791'PRIOR TO USING STATION.
 OJ0791'
 OJ0791'THE STATION IS A STANDARD NOS DISK
 OJ0791'STAMPED---H 35 MI 79 1979---,
 OJ0791'SET INTO A DRILL HOLE IN THE CENTER OF MR HEINES CONCRETE DOCK.
 OJ0791'STATION IS FLUSH WITH THE TOP OF THE DOCK.
 OJ0791'IT IS LOCATED
 OJ0791'IT IS LOCATED 4.0 FEET WEST FROM THE EASTERLY END OF THE DOCK.
 OJ0791'
 OJ0791'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OJ0791'
 OJ0791'DESCRIBED BY B.DECROIX
 OJ0791
 OJ0791                          STATION RECOVERY (1994)
 OJ0791
 OJ0791'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0791'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0001 ***********************************************************************
 QJ0001  DESIGNATION -  H 36
 QJ0001  PID         -  QJ0001
 QJ0001  STATE/COUNTY-  MI/ALPENA
 QJ0001  USGS QUAD   -  ALPENA (1971)
 QJ0001
 QJ0001                         *CURRENT SURVEY CONTROL
 QJ0001  ___________________________________________________________________
 QJ0001* NAD 83(1986)-  45 01 14.     (N)    083 28 59.     (W)     SCALED    
 QJ0001* NAVD 88     -       189.716  (meters)     622.43   (feet)  ADJUSTED  
 QJ0001  ___________________________________________________________________
 QJ0001  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 QJ0001  DYNAMIC HT  -         189.702 (meters)     622.38  (feet)  COMP
 QJ0001  MODELED GRAV-     980,540.4   (mgal)                       NAVD 88
 QJ0001
 QJ0001  VERT ORDER  -  FIRST     CLASS II
 QJ0001
 QJ0001.The horizontal coordinates were scaled from a topographic map and have
 QJ0001.an estimated accuracy of +/- 6 seconds.
 QJ0001
 QJ0001.The orthometric height was determined by differential leveling
 QJ0001.and adjusted by the National Geodetic Survey in June 1991..
 QJ0001
 QJ0001.The geoid height was determined by GEOID03.
 QJ0001
 QJ0001.The dynamic height is computed by dividing the NAVD 88
 QJ0001.geopotential number by the normal gravity value computed on the
 QJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0001.degrees latitude (g = 980.6199 gals.).
 QJ0001
 QJ0001.The modeled gravity was interpolated from observed gravity values.
 QJ0001
 QJ0001;                    North         East    Units  Estimated Accuracy
 QJ0001;SPC MI C     -   189,720.    6,069,640.      MT  (+/- 180 meters Scaled)
 QJ0001
 QJ0001                          SUPERSEDED SURVEY CONTROL
 QJ0001
 QJ0001  NGVD 29 (??/??/92)  189.878  (m)          622.96   (f) ADJ UNCH    1 2
 QJ0001
 QJ0001.Superseded values are not recommended for survey control.
 QJ0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0001.See file dsdata.txt to determine how the superseded data were derived.
 QJ0001
 QJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK043882(NAD 83)
 QJ0001_MARKER: DB = BENCH MARK DISK
 QJ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0001_STAMPING: H 36 1934
 QJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0001+STABILITY: SURFACE MOTION
 QJ0001
 QJ0001  HISTORY     - Date     Condition        Report By
 QJ0001  HISTORY     - 1934     MONUMENTED       CGS
 QJ0001  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0001  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0001
 QJ0001                          STATION DESCRIPTION
 QJ0001
 QJ0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QJ0001'3.6 MI S FROM ALPENA.
 QJ0001'3.6 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 QJ0001'STATION AT ALPENA, ALPENA COUNTY, AT A ROAD CROSSING, 12 FEET
 QJ0001'NORTH OF THE CENTERLINE OF THE ROAD, 45 FEET EAST OF THE EAST
 QJ0001'RAIL, 2 FEET EAST OF A FENCE, AND 1 FOOT LOWER THAN THE BASE
 QJ0001'OF THE RAIL.  A STANDARD DISK, STAMPED H 36 1934 AND SET IN THE
 QJ0001'TOP OF A CONCRETE POST.
 QJ0001
 QJ0001                          STATION RECOVERY (1983)
 QJ0001
 QJ0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0001'NOT RECOVERED THIS DATE, POST FOUND BROKEN INTO THREE PIECES, DISK
 QJ0001'LOST.
 QJ0001
 QJ0001                          STATION RECOVERY (1999)
 QJ0001
 QJ0001'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0790 ***********************************************************************
 OJ0790  DESIGNATION -  H 36 MI 79
 OJ0790  PID         -  OJ0790
 OJ0790  STATE/COUNTY-  MI/SANILAC
 OJ0790  USGS QUAD   -  JEDDO (1976)
 OJ0790
 OJ0790                         *CURRENT SURVEY CONTROL
 OJ0790  ___________________________________________________________________
 OJ0790* NAD 83(1994)-  43 10 23.74471(N)    082 30 15.20122(W)     ADJUSTED  
 OJ0790* NAVD 88     -       180.8    (meters)     593.     (feet)  VERTCON   
 OJ0790  ___________________________________________________________________
 OJ0790  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 OJ0790  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0790
 OJ0790  HORZ ORDER  -  SECOND
 OJ0790
 OJ0790.The horizontal coordinates were established by classical geodetic methods
 OJ0790.and adjusted by the National Geodetic Survey in February 1997..
 OJ0790
 OJ0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0790
 OJ0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0790
 OJ0790.The geoid height was determined by GEOID03.
 OJ0790
 OJ0790;                    North         East     Units Scale Factor Converg.
 OJ0790;SPC MI S     -   187,538.169 4,151,413.547   MT  0.99991951   +1 16 02.8
 OJ0790;SPC MI S     -   615,282.71 13,620,123.19   iFT  0.99991951   +1 16 02.8
 OJ0790;UTM  17      - 4,781,153.812   377,737.442   MT  0.99978388   -1 01 45.6
 OJ0790
 OJ0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0790!SPC MI S     -   0.99997710  x   0.99991951  =   0.99989661
 OJ0790!UTM  17      -   0.99997710  x   0.99978388  =   0.99976098
 OJ0790
 OJ0790:                Primary Azimuth Mark                     Grid Az
 OJ0790:SPC MI S     -  H 35 MI 79                               351 02 29.5
 OJ0790:UTM  17      -  H 35 MI 79                               353 20 17.9
 OJ0790
 OJ0790|---------------------------------------------------------------------|
 OJ0790| PID    Reference Object                     Distance      Geod. Az  |
 OJ0790|                                                           dddmmss.s |
 OJ0790| OJ0791 H 35 MI 79                          APPROX. 2.7 KM 3521832.3 |
 OJ0790|---------------------------------------------------------------------|
 OJ0790
 OJ0790                          SUPERSEDED SURVEY CONTROL
 OJ0790
 OJ0790  NAD 83(1986)-  43 10 23.73084(N)    082 30 15.22998(W) AD(       ) 2
 OJ0790  NAD 27      -  43 10 23.63056(N)    082 30 15.50999(W) AD(       ) 2
 OJ0790  NGVD 29 (07/19/86)  180.9    (m)          594.     (f) VERT ANG       
 OJ0790
 OJ0790.Superseded values are not recommended for survey control.
 OJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0790.See file dsdata.txt to determine how the superseded data were derived.
 OJ0790
 OJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7773781154(NAD 83)
 OJ0790_MARKER: DE = TRAVERSE STATION DISK
 OJ0790_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0790_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0790
 OJ0790  HISTORY     - Date     Condition        Report By
 OJ0790  HISTORY     - 1979     MONUMENTED       NOS
 OJ0790  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0790
 OJ0790                          STATION DESCRIPTION
 OJ0790
 OJ0790'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0790'THE STATION IS LOCATED APPROXIMATELY 7.1 MILES SOUTH OF LEXINGTON
 OJ0790'AT TONYS BOAT LAUNCH ALONG THE WEST SHORE OF LAKE HURON.
 OJ0790'
 OJ0790'TO REACH THE STATION FROM THE INTERSECTION OF M 90 AND M 25 IN
 OJ0790'LEXINGTON GO SOUTH ON M 25 FOR 7.15 MILES TO A GRAVEL DRIVE TO
 OJ0790'THE LEFT(8849 LAKESHORE ROAD).TURN LEFT AND GO 0.13 MILES TO A
 OJ0790'BROKEN CONCRETE RAMP AND THE AREA OF THE STATION ON THE RIGHT.
 OJ0790'
 OJ0790'THE STATION IS A STANDARD NOS DISK
 OJ0790'STAMPED---H 36 MI 79 1979---,
 OJ0790'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OJ0790'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0790'106 FEET SOUTHWEST FROM THE SOUTHWEST CORNER OF THE CONCRETE RAMP,
 OJ0790'21 FEET WEST FROM THE EXISTING SHORELINE OF LAKE HURON,
 OJ0790'14.6 FEET SOUTHWEST FROM A PK NAIL ON THE SOUTHWEST FACE OF AN
 OJ0790'OLD WOOD POST,
 OJ0790'9.0 FEET SOUTHEAST FROM FROM A PK NAIL ON THE SOUTHEAST FACE OF
 OJ0790'AN OLD WOOD POST,AND
 OJ0790'3.0 FEET NORTH FROM A NOS WITNESS POST SIGN ATTACHED TO A STEEL
 OJ0790'FENCE POST WHICH IS CEMENTED INTO THE GROUND.
 OJ0790'
 OJ0790'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0790'
 OJ0790'DESCRIBED BY B.DECROIX
 OJ0790
 OJ0790                          STATION RECOVERY (1994)
 OJ0790
 OJ0790'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0060 ***********************************************************************
 QK0060  DESIGNATION -  H 37
 QK0060  PID         -  QK0060
 QK0060  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0060  USGS QUAD   -  ONAWAY (1986)
 QK0060
 QK0060                         *CURRENT SURVEY CONTROL
 QK0060  ___________________________________________________________________
 QK0060* NAD 83(1986)-  45 21 40.     (N)    084 13 18.     (W)     SCALED    
 QK0060* NAVD 88     -       254.381  (meters)     834.58   (feet)  POSTED    
 QK0060  ___________________________________________________________________
 QK0060  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 QK0060  DYNAMIC HT  -         254.370 (meters)     834.55  (feet)  COMP
 QK0060  MODELED GRAV-     980,560.6   (mgal)                       NAVD 88
 QK0060
 QK0060  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QK0060
 QK0060.The horizontal coordinates were scaled from a topographic map and have
 QK0060.an estimated accuracy of +/- 6 seconds.
 QK0060
 QK0060.The orthometric height was determined by differential leveling
 QK0060.and adjusted by the National Geodetic Survey in 1992..
 QK0060.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QK0060.rate of 0.0 thru 1.0 mm/km.
 QK0060
 QK0060.The geoid height was determined by GEOID03.
 QK0060
 QK0060.The dynamic height is computed by dividing the NAVD 88
 QK0060.geopotential number by the normal gravity value computed on the
 QK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0060.degrees latitude (g = 980.6199 gals.).
 QK0060
 QK0060.The modeled gravity was interpolated from observed gravity values.
 QK0060
 QK0060;                    North         East    Units  Estimated Accuracy
 QK0060;SPC MI C     -   227,190.    6,011,360.      MT  (+/- 180 meters Scaled)
 QK0060
 QK0060                          SUPERSEDED SURVEY CONTROL
 QK0060
 QK0060  NGVD 29 (??/??/92)  254.416  (m)          834.70   (f) ADJ UNCH    1 2
 QK0060
 QK0060.Superseded values are not recommended for survey control.
 QK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0060.See file dsdata.txt to determine how the superseded data were derived.
 QK0060
 QK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR175268(NAD 83)
 QK0060_MARKER: DB = BENCH MARK DISK
 QK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0060_STAMPING: H 37 1934
 QK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0060+STABILITY: SURFACE MOTION
 QK0060
 QK0060  HISTORY     - Date     Condition        Report By
 QK0060  HISTORY     - 1934     MONUMENTED       CGS
 QK0060  HISTORY     - 1956     MARK NOT FOUND   NGS
 QK0060  HISTORY     - 20010331 GOOD             NGS
 QK0060
 QK0060                          STATION DESCRIPTION
 QK0060
 QK0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 QK0060'AT ONAWAY.
 QK0060'AT ONAWAY, PRESQUE ISLE COUNTY, 8 1/2 YARDS EAST OF THE
 QK0060'NORTHEAST CORNER OF THE DETROIT AND MACKINAC RAILWAY STATION,
 QK0060'10 YARDS NORTH OF THE CENTERLINE OF A ROAD, 8 YARDS SOUTH OF THE
 QK0060'SOUTH RAIL OF A SIDETRACK, AND 1 YARD EAST OF A POLE.  A STANDARD
 QK0060'DISK, STAMPED H 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 QK0060'PROJECTING 4 INCHES ABOVE GROUND.  NOTE-- PROBABLY DESTROYED,
 QK0060'AS AREA IS DRIVEN EXTENSIVELY AT AUTOMOBILES.
 QK0060
 QK0060                          STATION RECOVERY (2001)
 QK0060
 QK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0729 ***********************************************************************
 OJ0729  DESIGNATION -  H 37 MI 79
 OJ0729  PID         -  OJ0729
 OJ0729  STATE/COUNTY-  MI/ST CLAIR
 OJ0729  USGS QUAD   -  LAKEPORT (1976)
 OJ0729
 OJ0729                         *CURRENT SURVEY CONTROL
 OJ0729  ___________________________________________________________________
 OJ0729* NAD 83(1994)-  43 08 50.00492(N)    082 29 42.62328(W)     ADJUSTED  
 OJ0729* NAVD 88     -       177.52   (+/-2cm)     582.4    (feet)  VERTCON   
 OJ0729  ___________________________________________________________________
 OJ0729  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 OJ0729  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0729
 OJ0729  HORZ ORDER  -  SECOND
 OJ0729  VERT ORDER  -  THIRD ? (See Below)
 OJ0729
 OJ0729.The horizontal coordinates were established by classical geodetic methods
 OJ0729.and adjusted by the National Geodetic Survey in February 1997..
 OJ0729
 OJ0729.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0729.The vertical order pertains to the NGVD 29 superseded value.
 OJ0729
 OJ0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0729
 OJ0729.The geoid height was determined by GEOID03.
 OJ0729
 OJ0729;                    North         East     Units Scale Factor Converg.
 OJ0729;SPC MI S     -   184,662.627 4,152,213.421   MT  0.99991733   +1 16 25.0
 OJ0729;SPC MI S     -   605,848.51 13,622,747.44   iFT  0.99991733   +1 16 25.0
 OJ0729;UTM  17      - 4,778,248.923   378,421.356   MT  0.99978183   -1 01 21.5
 OJ0729
 OJ0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0729!SPC MI S     -   0.99997761  x   0.99991733  =   0.99989494
 OJ0729!UTM  17      -   0.99997761  x   0.99978183  =   0.99975945
 OJ0729
 OJ0729:                Primary Azimuth Mark                     Grid Az
 OJ0729:SPC MI S     -  H 36 MI 79                               344 27 19.1
 OJ0729:UTM  17      -  H 36 MI 79                               346 45 05.6
 OJ0729
 OJ0729|---------------------------------------------------------------------|
 OJ0729| PID    Reference Object                     Distance      Geod. Az  |
 OJ0729|                                                           dddmmss.s |
 OJ0729| OJ0790 H 36 MI 79                          APPROX. 3.0 KM 3454344.1 |
 OJ0729|---------------------------------------------------------------------|
 OJ0729
 OJ0729                          SUPERSEDED SURVEY CONTROL
 OJ0729
 OJ0729  NAD 83(1986)-  43 08 49.99092(N)    082 29 42.65259(W) AD(       ) 2
 OJ0729  NAD 27      -  43 08 49.88926(N)    082 29 42.93548(W) AD(       ) 2
 OJ0729  NGVD 29 (07/19/86)  177.64   (m)          582.8    (f) LEVELING    3  
 OJ0729
 OJ0729.Superseded values are not recommended for survey control.
 OJ0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0729.See file dsdata.txt to determine how the superseded data were derived.
 OJ0729
 OJ0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7842178249(NAD 83)
 OJ0729_MARKER: DE = TRAVERSE STATION DISK
 OJ0729_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0729+WITH SETTING: PAVEMENT
 OJ0729_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0729+STABILITY: SURFACE MOTION
 OJ0729
 OJ0729  HISTORY     - Date     Condition        Report By
 OJ0729  HISTORY     - 1979     MONUMENTED       NOS
 OJ0729
 OJ0729                          STATION DESCRIPTION
 OJ0729
 OJ0729'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0729'THE STATION IS LOCATED APPROXIMATELY 0.5 MILES NORTH OF NORTH
 OJ0729'LAKEPORT ON A PRIVATE DOCK OWNED BY JUSTIN SCHALLER OF 8210
 OJ0729'LAKESHORE ROAD,JEDDA,MICHIGAN.
 OJ0729'
 OJ0729'TO REACH THE STATION FROM NORTH LAKEPORT, FROM THE INTERSECTION
 OJ0729'OF HARRIS ROAD AND LAKESHORE ROAD, GO NORTH ON LAKESHORE ROAD
 OJ0729'FOR 0.48 MILES TO A PRIVATE DRIVE ON THE RIGHT WITH AN ALUMINUM
 OJ0729'FENCE AND GATE.(HOUSE NUMBER 8210 LAKESHORE).TURN RIGHT AND GO
 OJ0729'THROUGH GATE TO HOUSE.(BEWARE OF DOG)PARK AND WALK AROUND HOUSE
 OJ0729'TO WATERS EDGE AND AREA OF STATION ON CONCRETE DOCK.
 OJ0729'
 OJ0729'THE STATION IS A STANDARD NOS DISK
 OJ0729'STAMPED---H 37 MI 79---,
 OJ0729'SET INTO A DRILL HOLE NEAR THE EASTERLY END OF A 8.5 FOOT WIDE
 OJ0729'CONCRETE DOCK.STATION IS FLUSH WITH THE DOCKS SURFACE.
 OJ0729'IT IS LOCATED, 56.2 FEET EAST FROM THE THREE CONCRETE STEPS
 OJ0729'7.4 FEET WEST FROM TWO CONCRETE STEPS LEADING TO A LOWER LEVEL
 OJ0729'OF THE DOCK.THE DOCK ALSO SUPPORTS A FOUR LEGGED I BEAM BOAT
 OJ0729'HOIST.
 OJ0729'
 OJ0729'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0729'
 OJ0729'DESCRIBED BY B.DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0728 ***********************************************************************
 OJ0728  DESIGNATION -  H 38 MI 79
 OJ0728  PID         -  OJ0728
 OJ0728  STATE/COUNTY-  MI/ST CLAIR
 OJ0728  USGS QUAD   -  LAKEPORT (1976)
 OJ0728
 OJ0728                         *CURRENT SURVEY CONTROL
 OJ0728  ___________________________________________________________________
 OJ0728* NAD 83(1994)-  43 08 27.45999(N)    082 29 36.83146(W)     ADJUSTED  
 OJ0728* NAVD 88     -       182.12   (+/-2cm)     597.5    (feet)  VERTCON   
 OJ0728  ___________________________________________________________________
 OJ0728  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 OJ0728  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0728
 OJ0728  HORZ ORDER  -  SECOND
 OJ0728  VERT ORDER  -  THIRD ? (See Below)
 OJ0728
 OJ0728.The horizontal coordinates were established by classical geodetic methods
 OJ0728.and adjusted by the National Geodetic Survey in February 1997..
 OJ0728
 OJ0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0728.The vertical order pertains to the NGVD 29 superseded value.
 OJ0728
 OJ0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0728
 OJ0728.The geoid height was determined by GEOID03.
 OJ0728
 OJ0728;                    North         East     Units Scale Factor Converg.
 OJ0728;SPC MI S     -   183,970.033 4,152,359.727   MT  0.99991683   +1 16 28.9
 OJ0728;SPC MI S     -   603,576.22 13,623,227.45   iFT  0.99991683   +1 16 28.9
 OJ0728;UTM  17      - 4,777,551.118   378,539.779   MT  0.99978148   -1 01 17.1
 OJ0728
 OJ0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0728!SPC MI S     -   0.99997689  x   0.99991683  =   0.99989372
 OJ0728!UTM  17      -   0.99997689  x   0.99978148  =   0.99975838
 OJ0728
 OJ0728|---------------------------------------------------------------------|
 OJ0728| PID    Reference Object                     Distance      Geod. Az  |
 OJ0728|                                                           dddmmss.s |
 OJ0728| OJ0600 LAKEPORT                            117.050 METERS 23449     |
 OJ0728| OJ0726 LAKEPORT AZ MK                      269.138 METERS 24021     |
 OJ0728| OJ0729 H 37 MI 79                          APPROX. 0.7 KM 3492048.3 |
 OJ0728|---------------------------------------------------------------------|
 OJ0728
 OJ0728                          SUPERSEDED SURVEY CONTROL
 OJ0728
 OJ0728  NAD 83(1986)-  43 08 27.44590(N)    082 29 36.86088(W) AD(       ) 2
 OJ0728  NAD 27      -  43 08 27.34377(N)    082 29 37.14432(W) AD(       ) 2
 OJ0728  NGVD 29 (07/19/86)  182.24   (m)          597.9    (f) LEVELING    3  
 OJ0728
 OJ0728.Superseded values are not recommended for survey control.
 OJ0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0728.See file dsdata.txt to determine how the superseded data were derived.
 OJ0728
 OJ0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7854077551(NAD 83)
 OJ0728_MARKER: DE = TRAVERSE STATION DISK
 OJ0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0728_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0728
 OJ0728  HISTORY     - Date     Condition        Report By
 OJ0728  HISTORY     - 1979     MONUMENTED       NOS
 OJ0728
 OJ0728                          STATION DESCRIPTION
 OJ0728
 OJ0728'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0728'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF LEXINGTON,4.5 MILES
 OJ0728'EAST SOUTHEAST OF JEDDA,AND 2 MILES NORTH OF LAKEPORT AT THE
 OJ0728'NORTHEAST CORNER OF THE BURTCHVILLE COMMUNITY PARK IN NORTH
 OJ0728'LAKEPORT ON PROPERTY OWNED BY BURTCHVILLE TOWNSHIP.
 OJ0728'
 OJ0728'TO REACH THE STATION FROM THE INTERSECTION OF MILWAUKEE STREET
 OJ0728'AND HIGHWAY M 25 AT THE NORTHEDGE OF LAKEPORT GO NORTH ON HIGHWAY
 OJ0728'M 25 FOR 1.9 MILES TO A SIDE ROAD TO THE RIGHT.(HARRIS ROAD)TURN
 OJ0728'RIGHT AND GO EAST ON HARRIS ROAD FOR 0.2 MILES TO A CROSS ROAD.
 OJ0728'TURN RIGHT AT THE CROSS ROAD AND PROCEED SOUTH FOR APPROXIMATELY
 OJ0728'100 FEET TO A SIDE ROAD TO THE LEFT AND THE ENTRANCE TO
 OJ0728'BURTCHVILLE PARK AND THE AREA OF THE STATION NEAR THE WATERS EDGE.
 OJ0728'
 OJ0728'THE STATION IS A STANDARD NOS DISK
 OJ0728'STAMPED---H 38 MI 79 1979---,
 OJ0728'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OJ0728'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0728'240 FEET NORTHEAST FROM THE NOS LAKEPORT GAGE HOUSE,
 OJ0728'74.7 FEET NORTH-NORTHEAST FROM THE NORTHWEST CORNER OF THE
 OJ0728'NORTHERLY CONCRETE BOAT RAMP,
 OJ0728'6.1 FEET EAST-SOUTHEAST FROM THE END POST OF A 5 FOOT
 OJ0728'ANCHOR FENCE AND
 OJ0728'3.15 FEET EAST FROM A NOS WITNESS POST SIGN ATTACHED TO A METAL
 OJ0728'FENCE POST CEMENTED INTO THE GROUND.
 OJ0728'
 OJ0728'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OJ0728'
 OJ0728'DESCRIBED BY B.DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0006 ***********************************************************************
 PK0006  DESIGNATION -  H 38 RESET 1968
 PK0006  PID         -  PK0006
 PK0006  STATE/COUNTY-  MI/HURON
 PK0006  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0006
 PK0006                         *CURRENT SURVEY CONTROL
 PK0006  ___________________________________________________________________
 PK0006* NAD 83(1986)-  44 02 27.     (N)    082 59 15.     (W)     SCALED    
 PK0006* NAVD 88     -       181.816  (meters)     596.51   (feet)  ADJUSTED  
 PK0006  ___________________________________________________________________
 PK0006  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 PK0006  DYNAMIC HT  -         181.790 (meters)     596.42  (feet)  COMP
 PK0006  MODELED GRAV-     980,470.9   (mgal)                       NAVD 88
 PK0006
 PK0006  VERT ORDER  -  FIRST     CLASS 0
 PK0006
 PK0006.The horizontal coordinates were scaled from a topographic map and have
 PK0006.an estimated accuracy of +/- 6 seconds.
 PK0006
 PK0006.The orthometric height was determined by differential leveling
 PK0006.and adjusted by the National Geodetic Survey in June 1991..
 PK0006
 PK0006.The geoid height was determined by GEOID03.
 PK0006
 PK0006.The dynamic height is computed by dividing the NAVD 88
 PK0006.geopotential number by the normal gravity value computed on the
 PK0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0006.degrees latitude (g = 980.6199 gals.).
 PK0006
 PK0006.The modeled gravity was interpolated from observed gravity values.
 PK0006
 PK0006;                    North         East    Units  Estimated Accuracy
 PK0006;SPC MI S     -   283,160.    4,110,550.      MT  (+/- 180 meters Scaled)
 PK0006
 PK0006                          SUPERSEDED SURVEY CONTROL
 PK0006
 PK0006  NGVD 29 (??/??/92)  181.955  (m)          596.96   (f) ADJ UNCH    1 0
 PK0006
 PK0006.Superseded values are not recommended for survey control.
 PK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0006.See file dsdata.txt to determine how the superseded data were derived.
 PK0006
 PK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ407783(NAD 83)
 PK0006_MARKER: DB = BENCH MARK DISK
 PK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0006_STAMPING: H 38 RESET 1968
 PK0006_PROJECTION: PROJECTING 3 CENTIMETERS
 PK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0006+STABILITY: SURFACE MOTION
 PK0006
 PK0006  HISTORY     - Date     Condition        Report By
 PK0006  HISTORY     - 1968     MONUMENTED       CGS
 PK0006  HISTORY     - 1976     GOOD             NOS
 PK0006  HISTORY     - 1987     GOOD             USPSQD
 PK0006  HISTORY     - 19991120 GOOD             USPSQD
 PK0006
 PK0006                          STATION DESCRIPTION
 PK0006
 PK0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 PK0006'0.4 MI E FROM PORT AUSTIN.
 PK0006'0.4 MILE EAST ALONG U.S. HIGHWAY 25 FROM ITS JUNCTION WITH
 PK0006'STATE HIGHWAY 53 AT THE SOUTH EDGE OF PORT AUSTIN.  74 FEET
 PK0006'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 50 FEET SOUTH OF
 PK0006'THE CENTERLINE OF THE HIGHWAY, 48 FEET WEST OF THE CENTERLINE
 PK0006'OF A DRIVEWAY SOUTH, 4 FEET NORTHEAST OF A POWER POLE AND 1
 PK0006'FOOT WEST OF A METAL WITNESS POST.  THE DISK IS SET IN THE TOP
 PK0006'OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES.
 PK0006
 PK0006                          STATION RECOVERY (1976)
 PK0006
 PK0006'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 PK0006'NEAR RESIDENCE OF MRS. KNOBLOCK, AT 282 GRIDSTONE CITY ROAD, 192 FT.
 PK0006'EAST OF THE HIGHWAY U.S. 25 BRIDGE OVER BIRD CREEK, 49 FT. SOUTH
 PK0006'CENTERLINE OF HIGHWAY U.S. 25, 49 FT. WEST CENTERLINE OF DRIVE TO FARM
 PK0006'HOUSE, 3.5 FT. EAST OF UTILITY POLE, BEING HIGHEST POINT OVER CROSS
 PK0006'AT CENTER OF BRONZE DISK SET INTO A CONCRETE MONUMENT PROTRUDING 1/3
 PK0006'FT. ABOVE GROUND SURFACE.
 PK0006
 PK0006                          STATION RECOVERY (1987)
 PK0006
 PK0006'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFR)
 PK0006'RECOVERED IN GOOD CONDITION.
 PK0006
 PK0006                          STATION RECOVERY (1999)
 PK0006
 PK0006'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0186 ***********************************************************************
 OJ0186  DESIGNATION -  H 39
 OJ0186  PID         -  OJ0186
 OJ0186  STATE/COUNTY-  MI/SANILAC
 OJ0186  USGS QUAD   -  MINDEN CITY (1963)
 OJ0186
 OJ0186                         *CURRENT SURVEY CONTROL
 OJ0186  ___________________________________________________________________
 OJ0186* NAD 83(1986)-  43 37 42.     (N)    082 46 12.     (W)     SCALED    
 OJ0186* NAVD 88     -       254.056  (meters)     833.52   (feet)  ADJUSTED  
 OJ0186  ___________________________________________________________________
 OJ0186  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0186  DYNAMIC HT  -         254.006 (meters)     833.35  (feet)  COMP
 OJ0186  MODELED GRAV-     980,415.5   (mgal)                       NAVD 88
 OJ0186
 OJ0186  VERT ORDER  -  SECOND    CLASS 0
 OJ0186
 OJ0186.The horizontal coordinates were scaled from a topographic map and have
 OJ0186.an estimated accuracy of +/- 6 seconds.
 OJ0186
 OJ0186.The orthometric height was determined by differential leveling
 OJ0186.and adjusted by the National Geodetic Survey in June 1991..
 OJ0186
 OJ0186.The geoid height was determined by GEOID03.
 OJ0186
 OJ0186.The dynamic height is computed by dividing the NAVD 88
 OJ0186.geopotential number by the normal gravity value computed on the
 OJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0186.degrees latitude (g = 980.6199 gals.).
 OJ0186
 OJ0186.The modeled gravity was interpolated from observed gravity values.
 OJ0186
 OJ0186;                    North         East    Units  Estimated Accuracy
 OJ0186;SPC MI S     -   237,640.    4,128,850.      MT  (+/- 180 meters Scaled)
 OJ0186
 OJ0186                          SUPERSEDED SURVEY CONTROL
 OJ0186
 OJ0186  NGVD 29 (??/??/92)  254.173  (m)          833.90   (f) ADJ UNCH    2 0
 OJ0186
 OJ0186.Superseded values are not recommended for survey control.
 OJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0186.See file dsdata.txt to determine how the superseded data were derived.
 OJ0186
 OJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ572321(NAD 83)
 OJ0186_MARKER: DB = BENCH MARK DISK
 OJ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0186_STAMPING: H 39 1934
 OJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0186+STABILITY: SURFACE MOTION
 OJ0186
 OJ0186  HISTORY     - Date     Condition        Report By
 OJ0186  HISTORY     - 1934     MONUMENTED       CGS
 OJ0186  HISTORY     - 1960     MARK NOT FOUND   NGS
 OJ0186  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0186
 OJ0186                          STATION DESCRIPTION
 OJ0186
 OJ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0186'1.2 MI N FROM PALMS.
 OJ0186'1.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OJ0186'STATION AT PALMS, SANILAC COUNTY, AT A GRAVEL-ROAD CROSSING,
 OJ0186'19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET EAST OF THE
 OJ0186'EAST RAIL, 16 FEET WEST OF A WIRE FENCE CORNER, 8-1/2 FEET
 OJ0186'NORTHEAST OF A CROSSING SIGN, AND 3 FEET LOWER THAN THE TRACK.
 OJ0186'A STANDARD DISK, STAMPED H 39 1934 AND SET IN THE TOP OF A
 OJ0186'CONCRETE POST.  NOTE-- THE POST MAY BE FILLED BY DIRT.
 OJ0186
 OJ0186                          STATION RECOVERY (1994)
 OJ0186
 OJ0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0721 ***********************************************************************
 OJ0721  DESIGNATION -  H 39 MI 79
 OJ0721  PID         -  OJ0721
 OJ0721  STATE/COUNTY-  MI/ST CLAIR
 OJ0721  USGS QUAD   -  LAKEPORT (1976)
 OJ0721
 OJ0721                         *CURRENT SURVEY CONTROL
 OJ0721  ___________________________________________________________________
 OJ0721* NAD 83(1994)-  43 04 45.89851(N)    082 28 00.83833(W)     ADJUSTED  
 OJ0721* NAVD 88     -       177.26   (+/-2cm)     581.6    (feet)  VERTCON   
 OJ0721  ___________________________________________________________________
 OJ0721  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 OJ0721  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OJ0721
 OJ0721  HORZ ORDER  -  SECOND
 OJ0721  VERT ORDER  -  THIRD ? (See Below)
 OJ0721
 OJ0721.The horizontal coordinates were established by classical geodetic methods
 OJ0721.and adjusted by the National Geodetic Survey in February 1997..
 OJ0721
 OJ0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0721.The vertical order pertains to the NGVD 29 superseded value.
 OJ0721
 OJ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0721
 OJ0721.The geoid height was determined by GEOID03.
 OJ0721
 OJ0721;                    North         East     Units Scale Factor Converg.
 OJ0721;SPC MI S     -   177,183.636 4,154,682.549   MT  0.99991262   +1 17 34.2
 OJ0721;SPC MI S     -   581,311.14 13,630,848.26   iFT  0.99991262   +1 17 34.2
 OJ0721;UTM  17      - 4,770,678.066   380,588.641   MT  0.99977541   -1 00 07.3
 OJ0721
 OJ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0721!SPC MI S     -   0.99997766  x   0.99991262  =   0.99989028
 OJ0721!UTM  17      -   0.99997766  x   0.99977541  =   0.99975308
 OJ0721
 OJ0721:                Primary Azimuth Mark                     Grid Az
 OJ0721:SPC MI S     -  METCALF                                  331 56 30.7
 OJ0721:UTM  17      -  METCALF                                  334 14 12.2
 OJ0721
 OJ0721|---------------------------------------------------------------------|
 OJ0721| PID    Reference Object                     Distance      Geod. Az  |
 OJ0721|                                                           dddmmss.s |
 OJ0721| OJ0713 METCALF                             APPROX. 0.5 KM 3331404.9 |
 OJ0721| OJ0722 H 3 MI 79                           APPROX. 0.5 KM 3370216.2 |
 OJ0721|---------------------------------------------------------------------|
 OJ0721
 OJ0721                          SUPERSEDED SURVEY CONTROL
 OJ0721
 OJ0721  NAD 83(1986)-  43 04 45.88425(N)    082 28 00.86915(W) AD(       ) 2
 OJ0721  NAD 27      -  43 04 45.77907(N)    082 28 01.15929(W) AD(       ) 2
 OJ0721  NGVD 29 (07/19/86)  177.38   (m)          582.0    (f) LEVELING    3  
 OJ0721
 OJ0721.Superseded values are not recommended for survey control.
 OJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0721.See file dsdata.txt to determine how the superseded data were derived.
 OJ0721
 OJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8058970678(NAD 83)
 OJ0721_MARKER: DE = TRAVERSE STATION DISK
 OJ0721_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0721+WITH SETTING: PAVEMENT
 OJ0721_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0721+STABILITY: SURFACE MOTION
 OJ0721
 OJ0721  HISTORY     - Date     Condition        Report By
 OJ0721  HISTORY     - 1979     MONUMENTED       NOS
 OJ0721  HISTORY     - 20040418 GOOD             USPSQD
 OJ0721
 OJ0721                          STATION DESCRIPTION
 OJ0721
 OJ0721'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0721'THE STATION IS LOCATED ON LAKE HURON SHORELINE ABOUT 4 MILES NORTH
 OJ0721'OF PORT HURON AND 2.8 MILES SOUTHEAST OF LAKEPORT.
 OJ0721'
 OJ0721'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0721'SOUTHEAST ON HIGHWAY M 25 FOR 2.45 MILES TO MAPLEWOOD STREET
 OJ0721'ON THE LEFT(EAST).TURN LEFT ON MAPLEWOOD STREET AND GO EAST FOR
 OJ0721'0.25 MILES AND THE TERMINATION OF THE ROAD AND THE AREA OF THE
 OJ0721'STATION.
 OJ0721'
 OJ0721'THE STATION IS A STANDARD NOS DISK
 OJ0721'STAMPED---H 39 MI 79 1979---,
 OJ0721'CEMENTED INTO A DRILL HOLE AND FLUSH WITH THE CONCRETE OF A
 OJ0721'SMALL CONCRETE DOCK.
 OJ0721'IT IS LOCATED
 OJ0721'42.9 FEET EAST FROM FROM BOTTOM STEP OF A RAILROAD TIE STAIRWAY
 OJ0721'AT 2959 MAPLEWOOD STREET,
 OJ0721'4.6 FEET WEST FROM A STEEL RING ON THE TOP OF THE SMALL DOCK,
 OJ0721'4.6 FEET EAST FROM ANOTHER STEEL RING ON THE SAME DOCK.
 OJ0721'
 OJ0721'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0721'
 OJ0721'DESCRIBED BY T.D.KUCHCIAK
 OJ0721
 OJ0721                          STATION RECOVERY (2004)
 OJ0721
 OJ0721'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0051 ***********************************************************************
 OJ0051  DESIGNATION -  H 4 USLS
 OJ0051  PID         -  OJ0051
 OJ0051  STATE/COUNTY-  MI/SANILAC
 OJ0051  USGS QUAD   -  JEDDO (1976)
 OJ0051
 OJ0051                         *CURRENT SURVEY CONTROL
 OJ0051  ___________________________________________________________________
 OJ0051* NAD 83(1986)-  43 11 14.     (N)    082 30 31.     (W)     SCALED    
 OJ0051* NAVD 88     -       181.583  (meters)     595.74   (feet)  ADJUSTED  
 OJ0051  ___________________________________________________________________
 OJ0051  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OJ0051  DYNAMIC HT  -         181.543 (meters)     595.61  (feet)  COMP
 OJ0051  MODELED GRAV-     980,397.4   (mgal)                       NAVD 88
 OJ0051
 OJ0051  VERT ORDER  -  FIRST     CLASS 0
 OJ0051
 OJ0051.The horizontal coordinates were scaled from a topographic map and have
 OJ0051.an estimated accuracy of +/- 6 seconds.
 OJ0051
 OJ0051.The orthometric height was determined by differential leveling
 OJ0051.and adjusted by the National Geodetic Survey in June 1991..
 OJ0051
 OJ0051.The geoid height was determined by GEOID03.
 OJ0051
 OJ0051.The dynamic height is computed by dividing the NAVD 88
 OJ0051.geopotential number by the normal gravity value computed on the
 OJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0051.degrees latitude (g = 980.6199 gals.).
 OJ0051
 OJ0051.The modeled gravity was interpolated from observed gravity values.
 OJ0051
 OJ0051;                    North         East    Units  Estimated Accuracy
 OJ0051;SPC MI S     -   189,080.    4,151,020.      MT  (+/- 180 meters Scaled)
 OJ0051
 OJ0051                          SUPERSEDED SURVEY CONTROL
 OJ0051
 OJ0051  NGVD 29 (??/??/??)  181.708  (m)          596.15   (f) ADJUSTED    1 0
 OJ0051
 OJ0051.Superseded values are not recommended for survey control.
 OJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0051.See file dsdata.txt to determine how the superseded data were derived.
 OJ0051
 OJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH774827(NAD 83)
 OJ0051_MARKER: DD = SURVEY DISK
 OJ0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0051_SP_SET: FOUNDATION
 OJ0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0051
 OJ0051  HISTORY     - Date     Condition        Report By
 OJ0051  HISTORY     - 1937     MONUMENTED       USLS
 OJ0051  HISTORY     - 1970     GOOD             USLS
 OJ0051  HISTORY     - 1980     GOOD             NGS
 OJ0051  HISTORY     - 19940728 GOOD             USPSQD
 OJ0051
 OJ0051                          STATION DESCRIPTION
 OJ0051
 OJ0051'DESCRIBED BY US LAKE SURVEY 1970
 OJ0051'6 MI S FROM LEXINGTON.
 OJ0051'H 4 IS IN SANILAC COUNTY, MICHIGAN, APPROXIMATELY 6.0 MILES SOUTH
 OJ0051'OF THE INTERSECTION OF HURON AVE. AND MAIN STREET (U.S. 25) IN
 OJ0051'LEXINGTON, ABOUT 400 FEET EAST OF HIGHWAY U.S. 25, ON WEST FACE
 OJ0051'OF STONE HOUSE NUMBER 8351, 8.7 FEET SOUTH OF THE NORTHWEST
 OJ0051'CORNER, 2 FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS
 OJ0051'ON BRONZE DISC SET INTO THE CONCRETE BLOCK FOUNDATION.  BM H 4 1937.
 OJ0051
 OJ0051                          STATION RECOVERY (1980)
 OJ0051
 OJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0051'9.9 KILOMETER (6.15 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0051'INTERSECTION OF HURON AVENUE I N LEXINGTON, 8.4 KILOMETERS (5.2
 OJ0051'MILES) NORTH OF THE JUNCTION OF BURTCH ROAD IN LAKE PORT, TO THE
 OJ0051'ENTRANCE GATE TO ROEHLS BEACH COTTAGE RENTALS, THENCE 0.2 KILOMETER
 OJ0051'(0.1 MILE) EAST ALONG THE GRAVEL ENTRANCE ROAD TO A LARGE TWO STORY
 OJ0051'STONE HOUSE AND RENTAL OFFICE ON LAKE HURON NUMBER 8351 HIGHWAY 25,
 OJ0051'SET IN THE CONCRETE BLOCK FOUNDATION OF THE HOUSE BETWEEN THE CAR
 OJ0051'PORT AND THE NORTHWEST CORNER OF THE HOUSE AND BEHIND A HEDGE
 OJ0051'THE MARK IS 0.3 M ABOVE CONCRETE SLAB.
 OJ0051
 OJ0051                          STATION RECOVERY (1994)
 OJ0051
 OJ0051'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0020 ***********************************************************************
 OK0020  DESIGNATION -  H 40
 OK0020  PID         -  OK0020
 OK0020  STATE/COUNTY-  MI/MIDLAND
 OK0020  USGS QUAD   -  AVERILL (1973)
 OK0020
 OK0020                         *CURRENT SURVEY CONTROL
 OK0020  ___________________________________________________________________
 OK0020* NAD 83(1986)-  43 38 27.     (N)    084 17 35.     (W)     SCALED    
 OK0020* NAVD 88     -       190.940  (meters)     626.44   (feet)  ADJUSTED  
 OK0020  ___________________________________________________________________
 OK0020  GEOID HEIGHT-         -34.20  (meters)                     GEOID03
 OK0020  DYNAMIC HT  -         190.903 (meters)     626.32  (feet)  COMP
 OK0020  MODELED GRAV-     980,420.0   (mgal)                       NAVD 88
 OK0020
 OK0020  VERT ORDER  -  SECOND    CLASS 0
 OK0020
 OK0020.The horizontal coordinates were scaled from a topographic map and have
 OK0020.an estimated accuracy of +/- 6 seconds.
 OK0020
 OK0020.The orthometric height was determined by differential leveling
 OK0020.and adjusted by the National Geodetic Survey in June 1991..
 OK0020
 OK0020.The geoid height was determined by GEOID03.
 OK0020
 OK0020.The dynamic height is computed by dividing the NAVD 88
 OK0020.geopotential number by the normal gravity value computed on the
 OK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0020.degrees latitude (g = 980.6199 gals.).
 OK0020
 OK0020.The modeled gravity was interpolated from observed gravity values.
 OK0020
 OK0020;                    North         East    Units  Estimated Accuracy
 OK0020;SPC MI S     -   237,810.    4,005,940.      MT  (+/- 180 meters Scaled)
 OK0020
 OK0020                          SUPERSEDED SURVEY CONTROL
 OK0020
 OK0020  NGVD 29 (??/??/92)  191.115  (m)          627.02   (f) ADJ UNCH    2 0
 OK0020
 OK0020.Superseded values are not recommended for survey control.
 OK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0020.See file dsdata.txt to determine how the superseded data were derived.
 OK0020
 OK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP183355(NAD 83)
 OK0020_MARKER: DB = BENCH MARK DISK
 OK0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0020_STAMPING: H 40 1934
 OK0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0020+STABILITY: SURFACE MOTION
 OK0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0020+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0020
 OK0020  HISTORY     - Date     Condition        Report By
 OK0020  HISTORY     - 1934     MONUMENTED       CGS
 OK0020  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0020  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0020
 OK0020                          STATION DESCRIPTION
 OK0020
 OK0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0020'2.9 MI W FROM MIDLAND.
 OK0020'2.9 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0020'STATION AT MIDLAND, AT A ROAD CROSSING, 34.4 FEET SOUTH OF
 OK0020'THE SOUTH RAIL, 22.6 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OK0020'AND 2 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0020'H 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0020
 OK0020                          STATION RECOVERY (1995)
 OK0020
 OK0020'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0020'MARK NOT FOUND.
 OK0020
 OK0020                          STATION RECOVERY (2001)
 OK0020
 OK0020'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0020'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0720 ***********************************************************************
 OJ0720  DESIGNATION -  H 40 MI 79
 OJ0720  PID         -  OJ0720
 OJ0720  STATE/COUNTY-  MI/ST CLAIR
 OJ0720  USGS QUAD   -  LAKEPORT (1976)
 OJ0720
 OJ0720                         *CURRENT SURVEY CONTROL
 OJ0720  ___________________________________________________________________
 OJ0720* NAD 83(1994)-  43 03 17.37562(N)    082 27 10.45714(W)     ADJUSTED  
 OJ0720* NAVD 88     -       178.64   (+/-2cm)     586.1    (feet)  VERTCON   
 OJ0720  ___________________________________________________________________
 OJ0720  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OJ0720  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 OJ0720
 OJ0720  HORZ ORDER  -  SECOND
 OJ0720  VERT ORDER  -  THIRD ? (See Below)
 OJ0720
 OJ0720.The horizontal coordinates were established by classical geodetic methods
 OJ0720.and adjusted by the National Geodetic Survey in February 1997..
 OJ0720
 OJ0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0720.The vertical order pertains to the NGVD 29 superseded value.
 OJ0720
 OJ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0720
 OJ0720.The geoid height was determined by GEOID03.
 OJ0720
 OJ0720;                    North         East     Units Scale Factor Converg.
 OJ0720;SPC MI S     -   174,478.621 4,155,883.918   MT  0.99991126   +1 18 08.5
 OJ0720;SPC MI S     -   572,436.42 13,634,789.76   iFT  0.99991126   +1 18 08.5
 OJ0720;UTM  17      - 4,767,927.499   381,680.593   MT  0.99977222   -0 59 31.2
 OJ0720
 OJ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0720!SPC MI S     -   0.99997745  x   0.99991126  =   0.99988871
 OJ0720!UTM  17      -   0.99997745  x   0.99977222  =   0.99974967
 OJ0720
 OJ0720:                Primary Azimuth Mark                     Grid Az
 OJ0720:SPC MI S     -  H 41 MI 79                               153 50 48.0
 OJ0720:UTM  17      -  H 41 MI 79                               156 08 27.7
 OJ0720
 OJ0720|---------------------------------------------------------------------|
 OJ0720| PID    Reference Object                     Distance      Geod. Az  |
 OJ0720|                                                           dddmmss.s |
 OJ0720| OJ0719 H 41 MI 79                          APPROX. 2.0 KM 1550856.5 |
 OJ0720|---------------------------------------------------------------------|
 OJ0720
 OJ0720                          SUPERSEDED SURVEY CONTROL
 OJ0720
 OJ0720  NAD 83(1986)-  43 03 17.36124(N)    082 27 10.48852(W) AD(       ) 2
 OJ0720  NAD 27      -  43 03 17.25559(N)    082 27 10.77981(W) AD(       ) 2
 OJ0720  NGVD 29 (07/19/86)  178.76   (m)          586.5    (f) LEVELING    3  
 OJ0720
 OJ0720.Superseded values are not recommended for survey control.
 OJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0720.See file dsdata.txt to determine how the superseded data were derived.
 OJ0720
 OJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8168167927(NAD 83)
 OJ0720_MARKER: DE = TRAVERSE STATION DISK
 OJ0720_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0720+WITH SETTING: PAVEMENT
 OJ0720_SP_SET: DOCK
 OJ0720_STAMPING: H 40 MI 79 1980
 OJ0720_MARK LOGO: NOS   
 OJ0720_PROJECTION: FLUSH
 OJ0720_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0720+STABILITY: SURFACE MOTION
 OJ0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0720+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1998
 OJ0720
 OJ0720  HISTORY     - Date     Condition        Report By
 OJ0720  HISTORY     - 1979     MONUMENTED       NOS
 OJ0720  HISTORY     - 19950928 GOOD             USPSQD
 OJ0720  HISTORY     - 19980728 GOOD             OHM
 OJ0720  HISTORY     - 19990703 GOOD             USPSQD
 OJ0720
 OJ0720                          STATION DESCRIPTION
 OJ0720
 OJ0720'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0720'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE ABOUT 4.5 MILES
 OJ0720'SOUTHEAST OF LAKEPORT AND 2.75 MILES NORTH OF NORTH LIMITS OF PORT
 OJ0720'HURON.
 OJ0720'
 OJ0720'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0720'SOUTHEAST ON HIGHWAY M 25 FOR 4.0 MILES TO ITS INTERSECTION(Y)
 OJ0720'WITH LAKESHORE ROAD.BEAR TO THE LEFT AND FOLLOW LAKESHORE ROAD
 OJ0720'FOR 0.18 MILES TO INTERSECTION WITH CARRIGAN ROAD AND PRIVATE
 OJ0720'DRIVE ON LEFT.(MR C Y DUFFY,HOUSE NUMBER 5000 LAKESHORE ROAD)
 OJ0720'TURN LEFT ONTO PRIVATE DRIVE AND DRIVE TO HOUSE.PARK AND WALK
 OJ0720'AROUND HOUSE TO 160 FOOT LONG CONCRETE RETAINING WALL AND DOCK
 OJ0720'AND AREA OF STATION NEAR EASTERLY END.
 OJ0720'
 OJ0720'THE STATION IS A STANDARD NOS DISK
 OJ0720'STAMPED---H 40 MI 79 1980---,
 OJ0720'SET INTO A DRILL HOLE FLUSH WITH THE CONCRETE CAP OF THE CONCRETE
 OJ0720'DOCK.
 OJ0720'IT IS LOCATED
 OJ0720'12.0 FEET WEST FROM THE LAKE EDGE OF THE RETAINING WALL,
 OJ0720'3.3 FEET SOUTH FROM THE SOUTH FACE OF A 2.25 FOOT HIGH CONCRETE
 OJ0720'BLOCK WALL,
 OJ0720'3.2 FEET EAST FROM EAST FACE OF THE CONCRETE BLOCK WALL,AND
 OJ0720'3.2 FEET NORTH OF THE SOUTH END OF THE RETAINING WALL.
 OJ0720'
 OJ0720'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0720'
 OJ0720'DESCRIBED BY T.D.KUCHCIAK
 OJ0720
 OJ0720                          STATION RECOVERY (1995)
 OJ0720
 OJ0720'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0720'RECOVERED IN GOOD CONDITION.
 OJ0720
 OJ0720                          STATION RECOVERY (1998)
 OJ0720
 OJ0720'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0720'RECOVERED AS DESCRIBED.
 OJ0720
 OJ0720                          STATION RECOVERY (1999)
 OJ0720
 OJ0720'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0329 ***********************************************************************
 OJ0329  DESIGNATION -  H 41
 OJ0329  PID         -  OJ0329
 OJ0329  STATE/COUNTY-  MI/LAPEER
 OJ0329  USGS QUAD   -  IMLAY CITY (1963)
 OJ0329
 OJ0329                         *CURRENT SURVEY CONTROL
 OJ0329  ___________________________________________________________________
 OJ0329* NAD 83(1986)-  43 01 24.     (N)    083 04 29.     (W)     SCALED    
 OJ0329* NAVD 88     -       252.841  (meters)     829.53   (feet)  ADJUSTED  
 OJ0329  ___________________________________________________________________
 OJ0329  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0329  DYNAMIC HT  -         252.772 (meters)     829.30  (feet)  COMP
 OJ0329  MODELED GRAV-     980,341.4   (mgal)                       NAVD 88
 OJ0329
 OJ0329  VERT ORDER  -  SECOND    CLASS 0
 OJ0329
 OJ0329.The horizontal coordinates were scaled from a topographic map and have
 OJ0329.an estimated accuracy of +/- 6 seconds.
 OJ0329
 OJ0329.The orthometric height was determined by differential leveling
 OJ0329.and adjusted by the National Geodetic Survey in June 1991..
 OJ0329
 OJ0329.The geoid height was determined by GEOID03.
 OJ0329
 OJ0329.The dynamic height is computed by dividing the NAVD 88
 OJ0329.geopotential number by the normal gravity value computed on the
 OJ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0329.degrees latitude (g = 980.6199 gals.).
 OJ0329
 OJ0329.The modeled gravity was interpolated from observed gravity values.
 OJ0329
 OJ0329;                    North         East    Units  Estimated Accuracy
 OJ0329;SPC MI S     -   170,020.    4,105,290.      MT  (+/- 180 meters Scaled)
 OJ0329
 OJ0329                          SUPERSEDED SURVEY CONTROL
 OJ0329
 OJ0329  NGVD 29 (??/??/92)  252.962  (m)          829.93   (f) ADJ UNCH    2 0
 OJ0329
 OJ0329.Superseded values are not recommended for survey control.
 OJ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0329.See file dsdata.txt to determine how the superseded data were derived.
 OJ0329
 OJ0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH309654(NAD 83)
 OJ0329_MARKER: DB = BENCH MARK DISK
 OJ0329_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0329_SP_SET: BUILDING
 OJ0329_STAMPING: H 41 1934
 OJ0329_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0329
 OJ0329  HISTORY     - Date     Condition        Report By
 OJ0329  HISTORY     - 1934     MONUMENTED       CGS
 OJ0329  HISTORY     - 1977     GOOD             MIDH
 OJ0329  HISTORY     - 1977     GOOD             NGS
 OJ0329  HISTORY     - 19970524 GOOD             USPSQD
 OJ0329
 OJ0329                          STATION DESCRIPTION
 OJ0329
 OJ0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0329'AT IMLAY CITY.
 OJ0329'AT IMLAY CITY, LAPEER COUNTY, IN THE SOUTH BRICK WALL OF THE
 OJ0329'GRAND TRUNK WESTERN RAILROAD STATION, 17.8 FEET NORTH OF THE
 OJ0329'NORTH RAIL, 6.4 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING,
 OJ0329'AND 1.8 FEET BELOW THE SILL OF THE DISPATCHERS WINDOW.  A
 OJ0329'STANDARD DISK, STAMPED H 41 1934 AND SET VERTICALLY.
 OJ0329
 OJ0329                          STATION RECOVERY (1977)
 OJ0329
 OJ0329'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0329'THE BENCHMARK IS LOCATED IN LAPEER COUNTY, T7N R12E, IMLAY TOWNSHIP
 OJ0329'SECTION 17. FROM THE POST OFFICE IN IMLAY CITY GO 0.1 MILES SOUTHWEST
 OJ0329'TO THE ABANDONED GTWRR STATION. THE MARK IS 31 FEET NORTH OF THE NORTH
 OJ0329'TRACK IN THE SOUTH WALL OF THE DEPOT, 6.4 FEET WEST OF THE SOUTHEAST
 OJ0329'CORNER, 2.3 FEET ABOVE THE PLATFORM AND 1.8 FEET BELOW THE DISPATCHERS
 OJ0329'WINDOW. A STANDARD DISK STAMPED H 41 1934
 OJ0329
 OJ0329                          STATION RECOVERY (1977)
 OJ0329
 OJ0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0329'MARK WAS RECOVERED IN THE SOUTH BRICK WALL OF THE ABANDONED GRAND
 OJ0329'TRUNK WESTERN RAILROAD STATION, 31 FEET NORTH OF THE NORTH TRACK AND
 OJ0329'2.3 FEET ABOVE THE PLATFORM. 1.8 FEET BELOW THE DISPATCHERS WINDOW.
 OJ0329
 OJ0329                          STATION RECOVERY (1997)
 OJ0329
 OJ0329'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0719 ***********************************************************************
 OJ0719  DESIGNATION -  H 41 MI 79
 OJ0719  PID         -  OJ0719
 OJ0719  STATE/COUNTY-  MI/ST CLAIR
 OJ0719  USGS QUAD   -  LAKEPORT (1976)
 OJ0719
 OJ0719                         *CURRENT SURVEY CONTROL
 OJ0719  ___________________________________________________________________
 OJ0719* NAD 83(1994)-  43 02 18.75710(N)    082 26 33.44670(W)     ADJUSTED  
 OJ0719* NAVD 88     -       177.80   (+/-2cm)     583.3    (feet)  VERTCON   
 OJ0719  ___________________________________________________________________
 OJ0719  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 OJ0719  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OJ0719
 OJ0719  HORZ ORDER  -  SECOND
 OJ0719  VERT ORDER  -  THIRD ? (See Below)
 OJ0719
 OJ0719.The horizontal coordinates were established by classical geodetic methods
 OJ0719.and adjusted by the National Geodetic Survey in February 1997..
 OJ0719
 OJ0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0719.The vertical order pertains to the NGVD 29 superseded value.
 OJ0719
 OJ0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0719
 OJ0719.The geoid height was determined by GEOID03.
 OJ0719
 OJ0719;                    North         East     Units Scale Factor Converg.
 OJ0719;SPC MI S     -   172,689.411 4,156,762.509   MT  0.99991046   +1 18 33.7
 OJ0719;SPC MI S     -   566,566.31 13,637,672.27   iFT  0.99991046   +1 18 33.7
 OJ0719;UTM  17      - 4,766,104.807   382,486.742   MT  0.99976988   -0 59 04.9
 OJ0719
 OJ0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0719!SPC MI S     -   0.99997758  x   0.99991046  =   0.99988804
 OJ0719!UTM  17      -   0.99997758  x   0.99976988  =   0.99974747
 OJ0719
 OJ0719:                Primary Azimuth Mark                     Grid Az
 OJ0719:SPC MI S     -  H 3 MI 79                                335 13 13.6
 OJ0719:UTM  17      -  H 3 MI 79                                337 30 52.2
 OJ0719
 OJ0719|---------------------------------------------------------------------|
 OJ0719| PID    Reference Object                     Distance      Geod. Az  |
 OJ0719|                                                           dddmmss.s |
 OJ0719| OJ0722 H 3 MI 79                           APPROX. 5.5 KM 3363147.3 |
 OJ0719|---------------------------------------------------------------------|
 OJ0719
 OJ0719                          SUPERSEDED SURVEY CONTROL
 OJ0719
 OJ0719  NAD 83(1986)-  43 02 18.74263(N)    082 26 33.47846(W) AD(       ) 2
 OJ0719  NAD 27      -  43 02 18.63672(N)    082 26 33.77038(W) AD(       ) 2
 OJ0719  NGVD 29 (07/19/86)  177.92   (m)          583.7    (f) LEVELING    3  
 OJ0719
 OJ0719.Superseded values are not recommended for survey control.
 OJ0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0719.See file dsdata.txt to determine how the superseded data were derived.
 OJ0719
 OJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8248766105(NAD 83)
 OJ0719_MARKER: DE = TRAVERSE STATION DISK
 OJ0719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0719+WITH SETTING: PAVEMENT
 OJ0719_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0719+STABILITY: SURFACE MOTION
 OJ0719
 OJ0719  HISTORY     - Date     Condition        Report By
 OJ0719  HISTORY     - 1979     MONUMENTED       NOS
 OJ0719  HISTORY     - 19950928 MARK NOT FOUND   USPSQD
 OJ0719  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0719  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 OJ0719
 OJ0719                          STATION DESCRIPTION
 OJ0719
 OJ0719'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0719'THE STATION IS LOCATED ALONG THE LAKE HURON SHORELINE ABOUT 6
 OJ0719'MILES SOUTHEAST OF LAKEPORT AND 1.5 MILES NORTH OF THE NORTH
 OJ0719'LIMITS OF PORT HURON.
 OJ0719'
 OJ0719'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0719'SOUTHEAST ON HWY M 25 FOR 4.0 MILES TO ITS INTERSECTION
 OJ0719'WITH LAKESHORE ROAD.TURN LEFT ON LAKESHORE ROAD WHICH BECOMES
 OJ0719'GRATIOT ROAD) AND PROCEED FOR 1.4 MILES TO KEEWAHDIN ROAD ON
 OJ0719'CONTINUE ON PAST KEEWAHDIN,SOUTHEAST,FOR ANOTHER 0.25 MILES
 OJ0719'TO PRIVATE DRIVE ON LEFT.HOUSE NUMBER 4436 GRATIOT.PARK IN
 OJ0719'DRIVE AND WALK AROUND HOUSE TO AREA OF STATION ON CONCRETE
 OJ0719'CAPPED RETAINING WALL AND AREA OF STATION ON SOUTHERLY END.
 OJ0719'
 OJ0719'THE STATION IS A STANDARD NOS DISK
 OJ0719'STAMPED---H 41 MI 79 1979---,
 OJ0719'SET INTO A DRILL HOLE ON THE TOP OF A CONCRETE RETAINING WALL.
 OJ0719'IT IS LOCATED
 OJ0719'7.4 FEET NORTHWEST FROM THE SOUTHWEST END OF THE RETAINING WALL,
 OJ0719'7.4 FEET WEST FROM THE WATERS EDGE OF THE RETAINING WALL,AND
 OJ0719'7.4 FEET NORTHEAST FROM A 2.75 FEET HIGH CONCRETE BLOCK WALL,
 OJ0719'FLUSH WITH THE CONCRETE CAPPING.
 OJ0719'
 OJ0719'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0719'
 OJ0719'DESCRIBED BY T.D.KUCHCIAK
 OJ0719
 OJ0719                          STATION RECOVERY (1995)
 OJ0719
 OJ0719'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0719'MARK NOT FOUND.
 OJ0719
 OJ0719                          STATION RECOVERY (1999)
 OJ0719
 OJ0719'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0719'MARK NOT FOUND.
 OJ0719
 OJ0719                          STATION RECOVERY (2002)
 OJ0719
 OJ0719'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0719'HOME OWNER STATED THAT ENTIRE CONCRETE RETAINING WALL WAS REPLACED
 OJ0719'APPROXIMATELY 8 YEARS AGO FOLLOWING A SEVERE STORM THAT DESTROYED WALL
 OJ0719'WITH MARK IN IT.  SUSPECT MARK HAS BEEN DESTROYED.  A SEARCH OF
 OJ0719'SURROUNDING AREA AND REMNANTS OF OLD WALL FAILED TO PRODUCE MARK, AND
 OJ0719'HOME OWNER HAD NO KNOWLEDGE OF ITS WHEREABOUTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0033 ***********************************************************************
 NF0033  DESIGNATION -  H 42
 NF0033  PID         -  NF0033
 NF0033  STATE/COUNTY-  MI/SHIAWASSEE
 NF0033  USGS QUAD   -  CORUNNA SE (1972)
 NF0033
 NF0033                         *CURRENT SURVEY CONTROL
 NF0033  ___________________________________________________________________
 NF0033* NAD 83(1986)-  42 51 56.     (N)    084 05 57.     (W)     SCALED    
 NF0033* NAVD 88     -       258.892  (meters)     849.38   (feet)  ADJUSTED  
 NF0033  ___________________________________________________________________
 NF0033  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF0033  DYNAMIC HT  -         258.829 (meters)     849.17  (feet)  COMP
 NF0033  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 NF0033
 NF0033  VERT ORDER  -  SECOND    CLASS 0
 NF0033
 NF0033.The horizontal coordinates were scaled from a topographic map and have
 NF0033.an estimated accuracy of +/- 6 seconds.
 NF0033
 NF0033.The orthometric height was determined by differential leveling
 NF0033.and adjusted by the National Geodetic Survey in June 1991..
 NF0033
 NF0033.The geoid height was determined by GEOID03.
 NF0033
 NF0033.The dynamic height is computed by dividing the NAVD 88
 NF0033.geopotential number by the normal gravity value computed on the
 NF0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0033.degrees latitude (g = 980.6199 gals.).
 NF0033
 NF0033.The modeled gravity was interpolated from observed gravity values.
 NF0033
 NF0033;                    North         East    Units  Estimated Accuracy
 NF0033;SPC MI S     -   151,720.    4,021,860.      MT  (+/- 180 meters Scaled)
 NF0033
 NF0033                          SUPERSEDED SURVEY CONTROL
 NF0033
 NF0033  NGVD 29 (??/??/92)  259.022  (m)          849.81   (f) ADJ UNCH    2 0
 NF0033
 NF0033.Superseded values are not recommended for survey control.
 NF0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0033.See file dsdata.txt to determine how the superseded data were derived.
 NF0033
 NF0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN369499(NAD 83)
 NF0033_MARKER: DB = BENCH MARK DISK
 NF0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0033_STAMPING: H 42 1934
 NF0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0033+STABILITY: SURFACE MOTION
 NF0033
 NF0033  HISTORY     - Date     Condition        Report By
 NF0033  HISTORY     - 1934     MONUMENTED       CGS
 NF0033  HISTORY     - 1967     MARK NOT FOUND   USGS
 NF0033  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0033
 NF0033                          STATION DESCRIPTION
 NF0033
 NF0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0033'1.9 MI W FROM BANCROFT.
 NF0033'1.9 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0033'THE STATION AT BANCROFT, SHIAWASSEE COUNTY, 535 YARDS WEST
 NF0033'OF MILEPOST C 247, AT A ROAD CROSSING, 36 YARDS WEST OF THE
 NF0033'INTERSECTION OF THE CENTERLINE OF THE ROAD WITH THE NORTH RAIL
 NF0033'OF THE NORTH TRACK, AND 4.6 FEET NORTH OF THE SOUTHEAST END
 NF0033'OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 42 1934
 NF0033'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- SITE OF MARK
 NF0033'HAS BEEN REGRADED FOR ROAD.
 NF0033
 NF0033                          STATION RECOVERY (1967)
 NF0033
 NF0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 NF0033'MARK NOT FOUND.
 NF0033
 NF0033                          STATION RECOVERY (1976)
 NF0033
 NF0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0771 ***********************************************************************
 OJ0771  DESIGNATION -  H 42 MI 79
 OJ0771  PID         -  OJ0771
 OJ0771  STATE/COUNTY-  MI/SANILAC
 OJ0771  USGS QUAD   -  CROSWELL (1976)
 OJ0771
 OJ0771                         *CURRENT SURVEY CONTROL
 OJ0771  ___________________________________________________________________
 OJ0771* NAD 83(1994)-  43 17 24.29302(N)    082 31 41.85461(W)     ADJUSTED  
 OJ0771* NAVD 88     -       177.56   (+/-2cm)     582.5    (feet)  VERTCON   
 OJ0771  ___________________________________________________________________
 OJ0771  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 OJ0771  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0771
 OJ0771  HORZ ORDER  -  SECOND
 OJ0771  VERT ORDER  -  THIRD ? (See Below)
 OJ0771
 OJ0771.The horizontal coordinates were established by classical geodetic methods
 OJ0771.and adjusted by the National Geodetic Survey in February 1997..
 OJ0771
 OJ0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0771.The vertical order pertains to the NGVD 29 superseded value.
 OJ0771
 OJ0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0771
 OJ0771.The geoid height was determined by GEOID03.
 OJ0771
 OJ0771;                    North         East     Units Scale Factor Converg.
 OJ0771;SPC MI S     -   200,469.364 4,149,173.638   MT  0.99993183   +1 15 03.8
 OJ0771;SPC MI S     -   657,707.89 13,612,774.40   iFT  0.99993183   +1 15 03.8
 OJ0771;UTM  17      - 4,794,162.614   376,018.063   MT  0.99978909   -1 02 53.1
 OJ0771
 OJ0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0771!SPC MI S     -   0.99997759  x   0.99993183  =   0.99990942
 OJ0771!UTM  17      -   0.99997759  x   0.99978909  =   0.99976669
 OJ0771
 OJ0771:                Primary Azimuth Mark                     Grid Az
 OJ0771:SPC MI S     -  C OF E DOO                               168 13 28.1
 OJ0771:UTM  17      -  C OF E DOO                               170 31 25.0
 OJ0771
 OJ0771|---------------------------------------------------------------------|
 OJ0771| PID    Reference Object                     Distance      Geod. Az  |
 OJ0771|                                                           dddmmss.s |
 OJ0771| OJ0764 C OF E DOO                          APPROX. 2.5 KM 1692831.9 |
 OJ0771| OJ0765 LEXINGTON E BRK LT                  APPROX. 2.6 KM 1701256.9 |
 OJ0771| OJ0767 LEXINGTON W BRK LT                  APPROX. 2.5 KM 1710720.0 |
 OJ0771|---------------------------------------------------------------------|
 OJ0771
 OJ0771                          SUPERSEDED SURVEY CONTROL
 OJ0771
 OJ0771  NAD 83(1986)-  43 17 24.27959(N)    082 31 41.88110(W) AD(       ) 2
 OJ0771  NAD 27      -  43 17 24.18490(N)    082 31 42.14981(W) AD(       ) 2
 OJ0771  NGVD 29 (07/19/86)  177.68   (m)          582.9    (f) LEVELING    3  
 OJ0771
 OJ0771.Superseded values are not recommended for survey control.
 OJ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0771.See file dsdata.txt to determine how the superseded data were derived.
 OJ0771
 OJ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7601894163(NAD 83)
 OJ0771_MARKER: DE = TRAVERSE STATION DISK
 OJ0771_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0771+WITH SETTING: PAVEMENT
 OJ0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0771+STABILITY: SURFACE MOTION
 OJ0771
 OJ0771  HISTORY     - Date     Condition        Report By
 OJ0771  HISTORY     - 1979     MONUMENTED       NOS
 OJ0771  HISTORY     - 19940728 GOOD             USPSQD
 OJ0771  HISTORY     - 20020307 GOOD             USPSQD
 OJ0771
 OJ0771                          STATION DESCRIPTION
 OJ0771
 OJ0771'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0771'THE STATION IS LOCATED ABOUT 9.75 MILES SOUTH OF PORT SANILAC
 OJ0771'AND 1.5 MILES NORTH OF LEXINGTON,MICHIGAN ALONG THE SHORELINE
 OJ0771'OF LAKE HURON.
 OJ0771'
 OJ0771'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0771'LEXINGTON GO NORTH ON M 25 FOR 1.5 MILES TO DRIVEWAY ON RIGHT
 OJ0771'(HOUSE NUMBER 4751 LAKESHORE).TURN RIGHT AND FOLLOW DRIVE TO
 OJ0771'AREA OF HOUSE AND END OF DRIVE.PARK AND WALK AROUND HOUSE TO
 OJ0771'WOOD STAIRWAY TO CONCRETE AND STEEL PILE DOCK JUST TO THE
 OJ0771'SOUTH OF THE BOTTOM OF THE STAIRWAY.
 OJ0771'
 OJ0771'THE STATION IS A STANDARD NOS DISK
 OJ0771'STAMPED---H 42 MI 79 1979---,
 OJ0771'CEMENTED INTO A DRILL HOLE,FLUSH WITH THE TOP OF THE CONCRETE
 OJ0771'DOCK,
 OJ0771'IT IS LOCATED,50.0 FEET NORTHEAST FROM LOG RETAINING WALL,
 OJ0771'33.3 FEET NORTHEAST FROM METAL STEPS TO DOCK,AND
 OJ0771'6.0 FEET WEST FROM EAST END OF DOCK.
 OJ0771'
 OJ0771'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0771'
 OJ0771'DESCRIBED BY T.D.KUCHCIAK
 OJ0771
 OJ0771                          STATION RECOVERY (1994)
 OJ0771
 OJ0771'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0771'RECOVERED IN GOOD CONDITION.
 OJ0771
 OJ0771                          STATION RECOVERY (2002)
 OJ0771
 OJ0771'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0358 ***********************************************************************
 NE0358  DESIGNATION -  H 43
 NE0358  PID         -  NE0358
 NE0358  STATE/COUNTY-  MI/OAKLAND
 NE0358  USGS QUAD   -  CLARKSTON (1983)
 NE0358
 NE0358                         *CURRENT SURVEY CONTROL
 NE0358  ___________________________________________________________________
 NE0358* NAD 83(1986)-  42 40 59.     (N)    083 23 05.     (W)     SCALED    
 NE0358* NAVD 88     -       296.113  (meters)     971.50   (feet)  ADJUSTED  
 NE0358  ___________________________________________________________________
 NE0358  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 NE0358  DYNAMIC HT  -         296.023 (meters)     971.20  (feet)  COMP
 NE0358  MODELED GRAV-     980,310.5   (mgal)                       NAVD 88
 NE0358
 NE0358  VERT ORDER  -  SECOND    CLASS 0
 NE0358
 NE0358.The horizontal coordinates were scaled from a topographic map and have
 NE0358.an estimated accuracy of +/- 6 seconds.
 NE0358
 NE0358.The orthometric height was determined by differential leveling
 NE0358.and adjusted by the National Geodetic Survey in June 1991..
 NE0358
 NE0358.The geoid height was determined by GEOID03.
 NE0358
 NE0358.The dynamic height is computed by dividing the NAVD 88
 NE0358.geopotential number by the normal gravity value computed on the
 NE0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0358.degrees latitude (g = 980.6199 gals.).
 NE0358
 NE0358.The modeled gravity was interpolated from observed gravity values.
 NE0358
 NE0358;                    North         East    Units  Estimated Accuracy
 NE0358;SPC MI S     -   131,880.    4,080,470.      MT  (+/- 180 meters Scaled)
 NE0358
 NE0358                          SUPERSEDED SURVEY CONTROL
 NE0358
 NE0358  NGVD 29 (??/??/92)  296.203  (m)          971.79   (f) ADJ UNCH    2 0
 NE0358
 NE0358.Superseded values are not recommended for survey control.
 NE0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0358.See file dsdata.txt to determine how the superseded data were derived.
 NE0358
 NE0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH046283(NAD 83)
 NE0358_MARKER: DB = BENCH MARK DISK
 NE0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0358_STAMPING: H 43 1934
 NE0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0358+STABILITY: SURFACE MOTION
 NE0358
 NE0358  HISTORY     - Date     Condition        Report By
 NE0358  HISTORY     - 1934     MONUMENTED       CGS
 NE0358  HISTORY     - 1939     GOOD             NGS
 NE0358  HISTORY     - 1965     GOOD             NGS
 NE0358  HISTORY     - 20060308 MARK NOT FOUND   INDIV
 NE0358
 NE0358                          STATION DESCRIPTION
 NE0358
 NE0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NE0358'0.7 MI W FROM DRAYTON PLAINS.
 NE0358'0.7 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0358'STATION AT DRAYTON PLAINS, OAKLAND COUNTY, 0.2 MILE SOUTHEAST
 NE0358'OF MILEPOST D 32, 0.6 MILE NORTHWEST OF BRIDGE 31.28, AT A
 NE0358'PRIVATE-ROAD CROSSING, 14.7 FEET NORTHEAST OF THE SOUTHEAST
 NE0358'GATEPOST AT THE ENTRANCE TO A WOODS, 21.2 FEET SOUTHWEST OF THE
 NE0358'SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE RAIL.  A STANDARD
 NE0358'DISK, STAMPED H 43 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0358'NOTE-- 25 RAILS NORTHWEST OF FREMBRES RD, 11 1/2 RAILS NORTHWEST
 NE0358'OF SIGNAL 319, 28.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 20.5
 NE0358'FEET NORTHWEST OF A FENCE, AND 30.5 FEET EAST OF A POLE.
 NE0358
 NE0358                          STATION RECOVERY (1965)
 NE0358
 NE0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NE0358'RECOVERED IN GOOD CONDITION.
 NE0358
 NE0358                          STATION RECOVERY (2006)
 NE0358
 NE0358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0772 ***********************************************************************
 OJ0772  DESIGNATION -  H 43 MI 79
 OJ0772  PID         -  OJ0772
 OJ0772  STATE/COUNTY-  MI/SANILAC
 OJ0772  USGS QUAD   -  CROSWELL (1976)
 OJ0772
 OJ0772                         *CURRENT SURVEY CONTROL
 OJ0772  ___________________________________________________________________
 OJ0772* NAD 83(1994)-  43 19 07.34053(N)    082 31 44.95641(W)     ADJUSTED  
 OJ0772* NAVD 88     -       176.95   (+/-2cm)     580.5    (feet)  VERTCON   
 OJ0772  ___________________________________________________________________
 OJ0772  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 OJ0772  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0772
 OJ0772  HORZ ORDER  -  SECOND
 OJ0772  VERT ORDER  -  THIRD ? (See Below)
 OJ0772
 OJ0772.The horizontal coordinates were established by classical geodetic methods
 OJ0772.and adjusted by the National Geodetic Survey in February 1997..
 OJ0772
 OJ0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0772.The vertical order pertains to the NGVD 29 superseded value.
 OJ0772
 OJ0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0772
 OJ0772.The geoid height was determined by GEOID03.
 OJ0772
 OJ0772;                    North         East     Units Scale Factor Converg.
 OJ0772;SPC MI S     -   203,646.992 4,149,034.338   MT  0.99993549   +1 15 01.7
 OJ0772;SPC MI S     -   668,133.18 13,612,317.38   iFT  0.99993549   +1 15 01.7
 OJ0772;UTM  17      - 4,797,342.813   376,006.369   MT  0.99978912   -1 02 57.2
 OJ0772
 OJ0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0772!SPC MI S     -   0.99997769  x   0.99993549  =   0.99991318
 OJ0772!UTM  17      -   0.99997769  x   0.99978912  =   0.99976681
 OJ0772
 OJ0772:                Primary Azimuth Mark                     Grid Az
 OJ0772:SPC MI S     -  H 43A MI 79                              357 03 48.2
 OJ0772:UTM  17      -  H 43A MI 79                              359 21 47.1
 OJ0772
 OJ0772|---------------------------------------------------------------------|
 OJ0772| PID    Reference Object                     Distance      Geod. Az  |
 OJ0772|                                                           dddmmss.s |
 OJ0772| OJ0773 H 43A MI 79                         APPROX. 0.7 KM 3581849.9 |
 OJ0772|---------------------------------------------------------------------|
 OJ0772
 OJ0772                          SUPERSEDED SURVEY CONTROL
 OJ0772
 OJ0772  NAD 83(1986)-  43 19 07.32716(N)    082 31 44.98231(W) AD(       ) 2
 OJ0772  NAD 27      -  43 19 07.23357(N)    082 31 45.24922(W) AD(       ) 2
 OJ0772  NGVD 29 (07/19/86)  177.07   (m)          580.9    (f) LEVELING    3  
 OJ0772
 OJ0772.Superseded values are not recommended for survey control.
 OJ0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0772.See file dsdata.txt to determine how the superseded data were derived.
 OJ0772
 OJ0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7600697343(NAD 83)
 OJ0772_MARKER: DE = TRAVERSE STATION DISK
 OJ0772_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0772_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0772
 OJ0772  HISTORY     - Date     Condition        Report By
 OJ0772  HISTORY     - 1979     MONUMENTED       NOS
 OJ0772  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0772
 OJ0772                          STATION DESCRIPTION
 OJ0772
 OJ0772'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0772'THE STATION IS LOCATED ABOUT 8 MILES SOUTH OF PORT SANILAC AND
 OJ0772'3.5 MILES NORTH OF LEXINGTON ON THE SHORELINE OF LAKE HURON.
 OJ0772'
 OJ0772'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0772'LEXINGTON GO NORTH ON M 25 FOR 3.5 MILES TO ST VINCENT DE PAUL
 OJ0772'CAMP STAPLETON DRIVEWAY.TURN RIGHT AND GO 0.25 MILES TO THE
 OJ0772'BLUFF OVERLOOKING LAKE HURON.WALK SOUTH ALONG BLUFF TO OLD
 OJ0772'STAIRWAY(USE WITH CAUTION).WALK DOWN STAIRWAY TO BEACH AND
 OJ0772'AREA OF STATION.
 OJ0772'
 OJ0772'THE STATION IS A STANDARD NOS DISK
 OJ0772'STAMPED---H 43 MI 79 1979---,
 OJ0772'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0772'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0772'110 FEET SOUTH FROM SAND PATH LEADING FROM THE STAIRWAY
 OJ0772'28 FEET SOUTHEAST FROM SOUTH BASE OF OLD STAIRWAY LEADING TO
 OJ0772'BEACH,
 OJ0772'8.2 FEET EAST FROM NOS WITNESS POST SIGN ATTACHED TO METAL FENCE
 OJ0772'POST CEMENTED INTO THE GROUND,AND
 OJ0772'6 FEET WEST FROM THE EXISTING SHORELINE.
 OJ0772'
 OJ0772'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0772'
 OJ0772'DESCRIBED BY T.D.KUCHCIAK
 OJ0772
 OJ0772                          STATION RECOVERY (1994)
 OJ0772
 OJ0772'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0773 ***********************************************************************
 OJ0773  DESIGNATION -  H 43A MI 79
 OJ0773  PID         -  OJ0773
 OJ0773  STATE/COUNTY-  MI/SANILAC
 OJ0773  USGS QUAD   -  CROSWELL (1976)
 OJ0773
 OJ0773                         *CURRENT SURVEY CONTROL
 OJ0773  ___________________________________________________________________
 OJ0773* NAD 83(1994)-  43 19 28.51818(N)    082 31 45.81031(W)     ADJUSTED  
 OJ0773* NAVD 88     -       177.03   (+/-2cm)     580.8    (feet)  VERTCON   
 OJ0773  ___________________________________________________________________
 OJ0773  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 OJ0773  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0773
 OJ0773  HORZ ORDER  -  SECOND
 OJ0773  VERT ORDER  -  THIRD ? (See Below)
 OJ0773
 OJ0773.The horizontal coordinates were established by classical geodetic methods
 OJ0773.and adjusted by the National Geodetic Survey in February 1997..
 OJ0773
 OJ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0773.The vertical order pertains to the NGVD 29 superseded value.
 OJ0773
 OJ0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0773
 OJ0773.The geoid height was determined by GEOID03.
 OJ0773
 OJ0773;                    North         East     Units Scale Factor Converg.
 OJ0773;SPC MI S     -   204,299.935 4,149,000.843   MT  0.99993627   +1 15 01.1
 OJ0773;SPC MI S     -   670,275.38 13,612,207.49   iFT  0.99993627   +1 15 01.1
 OJ0773;UTM  17      - 4,797,996.477   375,999.103   MT  0.99978914   -1 02 58.2
 OJ0773
 OJ0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0773!SPC MI S     -   0.99997767  x   0.99993627  =   0.99991394
 OJ0773!UTM  17      -   0.99997767  x   0.99978914  =   0.99976682
 OJ0773
 OJ0773:                Primary Azimuth Mark                     Grid Az
 OJ0773:SPC MI S     -  H 44 MI 79                               357 11 18.4
 OJ0773:UTM  17      -  H 44 MI 79                               359 29 17.7
 OJ0773
 OJ0773|---------------------------------------------------------------------|
 OJ0773| PID    Reference Object                     Distance      Geod. Az  |
 OJ0773|                                                           dddmmss.s |
 OJ0773| OJ0774 H 44 MI 79                          APPROX. 0.8 KM 3582619.5 |
 OJ0773|---------------------------------------------------------------------|
 OJ0773
 OJ0773                          SUPERSEDED SURVEY CONTROL
 OJ0773
 OJ0773  NAD 83(1986)-  43 19 28.50487(N)    082 31 45.83609(W) AD(       ) 2
 OJ0773  NAD 27      -  43 19 28.41181(N)    082 31 46.10268(W) AD(       ) 2
 OJ0773  NGVD 29 (07/19/86)  177.15   (m)          581.2    (f) LEVELING    3  
 OJ0773
 OJ0773.Superseded values are not recommended for survey control.
 OJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0773.See file dsdata.txt to determine how the superseded data were derived.
 OJ0773
 OJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7599997996(NAD 83)
 OJ0773_MARKER: DE = TRAVERSE STATION DISK
 OJ0773_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0773+WITH SETTING: PAVEMENT
 OJ0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0773+STABILITY: SURFACE MOTION
 OJ0773
 OJ0773  HISTORY     - Date     Condition        Report By
 OJ0773  HISTORY     - 1979     MONUMENTED       NOS
 OJ0773  HISTORY     - 19940728 GOOD             USPSQD
 OJ0773  HISTORY     - 20020307 GOOD             USPSQD
 OJ0773
 OJ0773                          STATION DESCRIPTION
 OJ0773
 OJ0773'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0773'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE ABOUT 3.9 MILES
 OJ0773'NORTH OF LEXINGTON AND 7.4 MILES SOUTH OF PORT SANILAC.
 OJ0773'
 OJ0773'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0773'LEXINGTON GO NORTH ON M 25 FOR 3.85 MILES TO A PRIVATE DRIVE ON
 OJ0773'THE RIGHT(HOUSE NUMBER 3541 LAKESHORE,ALSO M 25),TURN RIGHT AND
 OJ0773'GO 0.2 MILES TO END OF DRIVE.CONTINUE ON FOOT DOWN TO THE BEACH
 OJ0773'AND THE AREA OF THE STATION ON A NARROW CONCRETE DOCK.
 OJ0773'
 OJ0773'THE STATION IS A STANDARD NOS DISK
 OJ0773'STAMPED---H 43A MI 79 1979---,
 OJ0773'CEMENTED INTO A DRILL HOLE AND FLUSH WITH THE TOP OF A CONCRETE
 OJ0773'DOCK,
 OJ0773'IT IS LOCATED,40 FEET EAST FROM THE WESTERLY END OF THE DOCK.
 OJ0773'
 OJ0773'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0773'
 OJ0773'DESCRIBED BY T.D.KUCHCIAK.
 OJ0773
 OJ0773                          STATION RECOVERY (1994)
 OJ0773
 OJ0773'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0773'RECOVERED IN GOOD CONDITION.
 OJ0773
 OJ0773                          STATION RECOVERY (2002)
 OJ0773
 OJ0773'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0159 ***********************************************************************
 RJ0159  DESIGNATION -  H 44
 RJ0159  PID         -  RJ0159
 RJ0159  STATE/COUNTY-  MI/CHIPPEWA
 RJ0159  USGS QUAD   -  SHALLOWS (1975)
 RJ0159
 RJ0159                         *CURRENT SURVEY CONTROL
 RJ0159  ___________________________________________________________________
 RJ0159* NAD 83(1986)-  46 25 19.     (N)    084 28 59.     (W)     SCALED    
 RJ0159* NAVD 88     -       201.659  (meters)     661.61   (feet)  ADJUSTED  
 RJ0159  ___________________________________________________________________
 RJ0159  GEOID HEIGHT-         -36.45  (meters)                     GEOID03
 RJ0159  DYNAMIC HT  -         201.670 (meters)     661.65  (feet)  COMP
 RJ0159  MODELED GRAV-     980,666.5   (mgal)                       NAVD 88
 RJ0159
 RJ0159  VERT ORDER  -  FIRST     CLASS II
 RJ0159
 RJ0159.The horizontal coordinates were scaled from a topographic map and have
 RJ0159.an estimated accuracy of +/- 6 seconds.
 RJ0159
 RJ0159.The orthometric height was determined by differential leveling
 RJ0159.and adjusted by the National Geodetic Survey in June 1991..
 RJ0159
 RJ0159.The geoid height was determined by GEOID03.
 RJ0159
 RJ0159.The dynamic height is computed by dividing the NAVD 88
 RJ0159.geopotential number by the normal gravity value computed on the
 RJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0159.degrees latitude (g = 980.6199 gals.).
 RJ0159
 RJ0159.The modeled gravity was interpolated from observed gravity values.
 RJ0159
 RJ0159;                    North         East    Units  Estimated Accuracy
 RJ0159;SPC MI N     -   185,190.    8,193,430.      MT  (+/- 180 meters Scaled)
 RJ0159
 RJ0159                          SUPERSEDED SURVEY CONTROL
 RJ0159
 RJ0159  NGVD 29 (??/??/92)  201.622  (m)          661.49   (f) ADJ UNCH    1 2
 RJ0159
 RJ0159.Superseded values are not recommended for survey control.
 RJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0159.See file dsdata.txt to determine how the superseded data were derived.
 RJ0159
 RJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS934440(NAD 83)
 RJ0159_MARKER: DB = BENCH MARK DISK
 RJ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0159_STAMPING: H 44 1934
 RJ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0159+STABILITY: SURFACE MOTION
 RJ0159
 RJ0159  HISTORY     - Date     Condition        Report By
 RJ0159  HISTORY     - 1934     MONUMENTED       CGS
 RJ0159  HISTORY     - 1937     GOOD             NGS
 RJ0159  HISTORY     - 1972     MARK NOT FOUND   USLS
 RJ0159  HISTORY     - 1978     GOOD             NGS
 RJ0159
 RJ0159                          STATION DESCRIPTION
 RJ0159
 RJ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 RJ0159'4.4 MI E FROM BRIMLEY.
 RJ0159'4.4 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILROAD
 RJ0159'FROM THE STATION AT BRIMLEY, CHIPPEWA COUNTY, 15 RAILS EAST
 RJ0159'OF A WHISTLE POST ON THE EAST SIDE OF A CURVE, 45 FEET SOUTH
 RJ0159'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT NORTH OF THE
 RJ0159'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 44 1934 AND SET
 RJ0159'IN THE TOP OF A CONCRETE POST.
 RJ0159
 RJ0159                          STATION RECOVERY (1972)
 RJ0159
 RJ0159'RECOVERY NOTE BY US LAKE SURVEY 1972
 RJ0159'MARK NOT FOUND.
 RJ0159
 RJ0159                          STATION RECOVERY (1978)
 RJ0159
 RJ0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 RJ0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0774 ***********************************************************************
 OJ0774  DESIGNATION -  H 44 MI 79
 OJ0774  PID         -  OJ0774
 OJ0774  STATE/COUNTY-  MI/SANILAC
 OJ0774  USGS QUAD   -  CROSWELL (1976)
 OJ0774
 OJ0774                         *CURRENT SURVEY CONTROL
 OJ0774  ___________________________________________________________________
 OJ0774* NAD 83(1994)-  43 19 52.84386(N)    082 31 46.71855(W)     ADJUSTED  
 OJ0774* NAVD 88     -       177.41   (+/-2cm)     582.1    (feet)  VERTCON   
 OJ0774  ___________________________________________________________________
 OJ0774  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 OJ0774  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0774
 OJ0774  HORZ ORDER  -  SECOND
 OJ0774  VERT ORDER  -  THIRD ? (See Below)
 OJ0774
 OJ0774.The horizontal coordinates were established by classical geodetic methods
 OJ0774.and adjusted by the National Geodetic Survey in February 1997..
 OJ0774
 OJ0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0774.The vertical order pertains to the NGVD 29 superseded value.
 OJ0774
 OJ0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0774
 OJ0774.The geoid height was determined by GEOID03.
 OJ0774
 OJ0774;                    North         East     Units Scale Factor Converg.
 OJ0774;SPC MI S     -   205,049.974 4,148,964.009   MT  0.99993718   +1 15 00.5
 OJ0774;SPC MI S     -   672,736.14 13,612,086.64   iFT  0.99993718   +1 15 00.5
 OJ0774;UTM  17      - 4,798,747.280   375,992.398   MT  0.99978916   -1 02 59.3
 OJ0774
 OJ0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0774!SPC MI S     -   0.99997761  x   0.99993718  =   0.99991480
 OJ0774!UTM  17      -   0.99997761  x   0.99978916  =   0.99976678
 OJ0774
 OJ0774:                Primary Azimuth Mark                     Grid Az
 OJ0774:SPC MI S     -  H 45 MI 79                               352 11 03.3
 OJ0774:UTM  17      -  H 45 MI 79                               354 29 03.1
 OJ0774
 OJ0774|---------------------------------------------------------------------|
 OJ0774| PID    Reference Object                     Distance      Geod. Az  |
 OJ0774|                                                           dddmmss.s |
 OJ0774| OJ0776 H 45 MI 79                          APPROX. 4.2 KM 3532603.8 |
 OJ0774|---------------------------------------------------------------------|
 OJ0774
 OJ0774                          SUPERSEDED SURVEY CONTROL
 OJ0774
 OJ0774  NAD 83(1986)-  43 19 52.83063(N)    082 31 46.74419(W) AD(       ) 2
 OJ0774  NAD 27      -  43 19 52.73810(N)    082 31 47.01049(W) AD(       ) 2
 OJ0774  NGVD 29 (07/19/86)  177.53   (m)          582.4    (f) LEVELING    3  
 OJ0774
 OJ0774.Superseded values are not recommended for survey control.
 OJ0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0774.See file dsdata.txt to determine how the superseded data were derived.
 OJ0774
 OJ0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7599298747(NAD 83)
 OJ0774_MARKER: DE = TRAVERSE STATION DISK
 OJ0774_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0774_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0774
 OJ0774  HISTORY     - Date     Condition        Report By
 OJ0774  HISTORY     - 1979     MONUMENTED       NOS
 OJ0774  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0774
 OJ0774                          STATION DESCRIPTION
 OJ0774
 OJ0774'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0774'THE STATION IS LOCATED ON THE SHORELINE OF LAKE HURON ABOUT
 OJ0774'7 MILES SOUTH OF PORT SANILAC AND 4.25 MILES NORTH OF LEXINGTON.
 OJ0774'
 OJ0774'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0774'LEXINGTON GO NORTH ON M 25 FOR 4.4 MILES TO CAMP CAVELL ENTRANCE
 OJ0774'DRIVE.TURN RIGHT AND GO EAST FOR O.25 MILES TO LARGE WOOD BUILDING
 OJ0774'WITH PORCH.PARK AND CONTINUE ON BY FOOT TO SHEET METAL STORAGE
 OJ0774'BUILDING ON THE BEACH AND THE AREA OF THE STATION.
 OJ0774'
 OJ0774'THE STATION IS A STANDARD NOS DISK
 OJ0774'STAMPED---H 44 MI 79 1979---,
 OJ0774'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0774'RECESSED 30 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0774'165 FEET SOUTHEAST FROM THE SOUTHEAST CORNER OF THE LARGE
 OJ0774'BUILDINGS PORCH,
 OJ0774'74.0 FEET SOUTHEAST FROM THE NORTHEAST CORNER OF THE STORAGE
 OJ0774'BUILDING ON LINE WITH THE SOUTH FACE OF BUILDING,
 OJ0774'72.0 FEET EAST FROM SOUTHEAST CORNER OF STORAGE BUILDING,
 OJ0774'47.2 FEET NORTHEAST FROM NORTHWEST CORNER OF BROKEN DOCK OF
 OJ0774'CAMP CAVELL,AND
 OJ0774'26.7 FEET EAST-NORTHEAST FROM NOS WITNESS POST SIGN.
 OJ0774'
 OJ0774'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
 OJ0774'
 OJ0774'DESCRIBED BY T.D.KUCHCIAK
 OJ0774
 OJ0774                          STATION RECOVERY (1994)
 OJ0774
 OJ0774'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0337 ***********************************************************************
 RJ0337  DESIGNATION -  H 45
 RJ0337  PID         -  RJ0337
 RJ0337  STATE/COUNTY-  MI/LUCE
 RJ0337  USGS QUAD   -  SOO JUNCTION (1973)
 RJ0337
 RJ0337                         *CURRENT SURVEY CONTROL
 RJ0337  ___________________________________________________________________
 RJ0337* NAD 83(1986)-  46 20 36.     (N)    085 21 03.     (W)     SCALED    
 RJ0337* NAVD 88     -       217.014  (meters)     711.99   (feet)  ADJUSTED  
 RJ0337  ___________________________________________________________________
 RJ0337  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 RJ0337  DYNAMIC HT  -         217.029 (meters)     712.04  (feet)  COMP
 RJ0337  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 RJ0337
 RJ0337  VERT ORDER  -  FIRST     CLASS II
 RJ0337
 RJ0337.The horizontal coordinates were scaled from a topographic map and have
 RJ0337.an estimated accuracy of +/- 6 seconds.
 RJ0337
 RJ0337.The orthometric height was determined by differential leveling
 RJ0337.and adjusted by the National Geodetic Survey in June 1991..
 RJ0337
 RJ0337.The geoid height was determined by GEOID03.
 RJ0337
 RJ0337.The dynamic height is computed by dividing the NAVD 88
 RJ0337.geopotential number by the normal gravity value computed on the
 RJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0337.degrees latitude (g = 980.6199 gals.).
 RJ0337
 RJ0337.The modeled gravity was interpolated from observed gravity values.
 RJ0337
 RJ0337;                    North         East    Units  Estimated Accuracy
 RJ0337;SPC MI N     -   174,710.    8,126,940.      MT  (+/- 180 meters Scaled)
 RJ0337
 RJ0337                          SUPERSEDED SURVEY CONTROL
 RJ0337
 RJ0337  NGVD 29 (??/??/92)  217.005  (m)          711.96   (f) ADJ UNCH    1 2
 RJ0337
 RJ0337.Superseded values are not recommended for survey control.
 RJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0337.See file dsdata.txt to determine how the superseded data were derived.
 RJ0337
 RJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS269335(NAD 83)
 RJ0337_MARKER: DB = BENCH MARK DISK
 RJ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0337_STAMPING: H 45 1934
 RJ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0337+STABILITY: SURFACE MOTION
 RJ0337
 RJ0337  HISTORY     - Date     Condition        Report By
 RJ0337  HISTORY     - 1934     MONUMENTED       CGS
 RJ0337  HISTORY     - 1935     GOOD             NGS
 RJ0337
 RJ0337                          STATION DESCRIPTION
 RJ0337
 RJ0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0337'8 MI E FROM NEWBERRY.
 RJ0337'8.0 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0337'FROM NEWBERRY, LUCE COUNTY, 50 FEET WEST OF MILEPOST 51, AT THE
 RJ0337'WEST END OF TRESTLE 50.99, AND 10 FEET SOUTH OF THE TRACK.  A
 RJ0337'STANDARD DISK, STAMPED H 45 1934 AND SET IN THE TOP OF A CONCRETE
 RJ0337'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0776 ***********************************************************************
 OJ0776  DESIGNATION -  H 45 MI 79
 OJ0776  PID         -  OJ0776
 OJ0776  STATE/COUNTY-  MI/SANILAC
 OJ0776  USGS QUAD   -  CROSWELL (1976)
 OJ0776
 OJ0776                         *CURRENT SURVEY CONTROL
 OJ0776  ___________________________________________________________________
 OJ0776* NAD 83(1994)-  43 22 08.17051(N)    082 32 08.06846(W)     ADJUSTED  
 OJ0776* NAVD 88     -       186.69   (+/-2cm)     612.5    (feet)  VERTCON   
 OJ0776  ___________________________________________________________________
 OJ0776  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 OJ0776  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0776
 OJ0776  HORZ ORDER  -  SECOND
 OJ0776  VERT ORDER  -  THIRD ? (See Below)
 OJ0776
 OJ0776.The horizontal coordinates were established by classical geodetic methods
 OJ0776.and adjusted by the National Geodetic Survey in February 1997..
 OJ0776
 OJ0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0776.The vertical order pertains to the NGVD 29 superseded value.
 OJ0776
 OJ0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0776
 OJ0776.The geoid height was determined by GEOID03.
 OJ0776
 OJ0776;                    North         East     Units Scale Factor Converg.
 OJ0776;SPC MI S     -   209,214.573 4,148,392.361   MT  0.99994251   +1 14 46.0
 OJ0776;SPC MI S     -   686,399.52 13,610,211.16   iFT  0.99994251   +1 14 46.0
 OJ0776;UTM  17      - 4,802,930.840   375,588.429   MT  0.99979040   -1 03 16.6
 OJ0776
 OJ0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0776!SPC MI S     -   0.99997616  x   0.99994251  =   0.99991867
 OJ0776!UTM  17      -   0.99997616  x   0.99979040  =   0.99976656
 OJ0776
 OJ0776|---------------------------------------------------------------------|
 OJ0776| PID    Reference Object                     Distance      Geod. Az  |
 OJ0776|                                                           dddmmss.s |
 OJ0776| OJ0775 H 46 MI 79                          299.921 METERS 02514     |
 OJ0776| OJ0774 H 44 MI 79                          APPROX. 4.2 KM 1732549.2 |
 OJ0776| OJ0754 74001 MIDH AZ MK 1                  145.637 METERS 35912     |
 OJ0776|---------------------------------------------------------------------|
 OJ0776
 OJ0776                          SUPERSEDED SURVEY CONTROL
 OJ0776
 OJ0776  NAD 83(1986)-  43 22 08.15737(N)    082 32 08.09334(W) AD(       ) 2
 OJ0776  NAD 27      -  43 22 08.06614(N)    082 32 08.35771(W) AD(       ) 2
 OJ0776  NGVD 29 (07/19/86)  186.81   (m)          612.9    (f) LEVELING    3  
 OJ0776
 OJ0776.Superseded values are not recommended for survey control.
 OJ0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0776.See file dsdata.txt to determine how the superseded data were derived.
 OJ0776
 OJ0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7558802931(NAD 83)
 OJ0776_MARKER: DE = TRAVERSE STATION DISK
 OJ0776_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0776_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0776
 OJ0776  HISTORY     - Date     Condition        Report By
 OJ0776  HISTORY     - 1979     MONUMENTED       NOS
 OJ0776  HISTORY     - 19940728 GOOD             USPSQD
 OJ0776  HISTORY     - 20020307 MARK NOT FOUND   USPSQD
 OJ0776
 OJ0776                          STATION DESCRIPTION
 OJ0776
 OJ0776'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0776'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE ABOUT 7
 OJ0776'MILES NORTH OF LEXINGTON AND 4.5 MILES SOUTH
 OJ0776'OF PORT SANILAC.
 OJ0776'
 OJ0776'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0776'LEXINGTON GO NORTH ON M 25 FOR 7.05 MILES TO HOUSE NUMBER 2150
 OJ0776'LAKESHORE ROAD(ALSO M 25),AND A COUNTY ROADSIDE PARK ON THE
 OJ0776'RIGHT.DRIVE INTO THE COUNTY PARK PARKING AREA AND PARK.WALK EAST
 OJ0776'TO FENCE AT EDGE OF HIGH BLUFF AND AREA OF STATION.
 OJ0776'
 OJ0776'THE STATION IS A STANDARD NOS DISK
 OJ0776'STAMPED---H 45 MI 79 1979---,
 OJ0776'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0776'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0776'94 FEET EAST FROM THE CENTERLINE OF HIGHWAY M 25,
 OJ0776'82.5 FEET SOUTH FROM A 5 INCH MAPLE,
 OJ0776'77.8 FEET SOUTHEAST FROM UTILITY POLE(D E 39),
 OJ0776'10.7 FEET NORTH FROM A 3 INCH ASH,AND
 OJ0776'1.5 FEET WEST FROM THE FENCE ALONG THE BLUFF.
 OJ0776'
 OJ0776'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0776'
 OJ0776'DESCRIBED BY T.D.KUCHCIAK
 OJ0776
 OJ0776                          STATION RECOVERY (1994)
 OJ0776
 OJ0776'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0776'RECOVERED IN GOOD CONDITION.
 OJ0776
 OJ0776                          STATION RECOVERY (2002)
 OJ0776
 OJ0776'RECOVERY NOTE BY US POWER SQUADRON 2002 (ALM)
 OJ0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0040 ***********************************************************************
 RK0040  DESIGNATION -  H 46
 RK0040  PID         -  RK0040
 RK0040  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0040  USGS QUAD   -  WALSH (1972)
 RK0040
 RK0040                         *CURRENT SURVEY CONTROL
 RK0040  ___________________________________________________________________
 RK0040* NAD 83(1986)-  46 20 44.     (N)    086 12 21.     (W)     SCALED    
 RK0040* NAVD 88     -       240.274  (meters)     788.30   (feet)  ADJUSTED  
 RK0040  ___________________________________________________________________
 RK0040  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 RK0040  DYNAMIC HT  -         240.291 (meters)     788.35  (feet)  COMP
 RK0040  MODELED GRAV-     980,678.5   (mgal)                       NAVD 88
 RK0040
 RK0040  VERT ORDER  -  FIRST     CLASS II
 RK0040
 RK0040.The horizontal coordinates were scaled from a topographic map and have
 RK0040.an estimated accuracy of +/- 6 seconds.
 RK0040
 RK0040.The orthometric height was determined by differential leveling
 RK0040.and adjusted by the National Geodetic Survey in June 1991..
 RK0040
 RK0040.The geoid height was determined by GEOID03.
 RK0040
 RK0040.The dynamic height is computed by dividing the NAVD 88
 RK0040.geopotential number by the normal gravity value computed on the
 RK0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0040.degrees latitude (g = 980.6199 gals.).
 RK0040
 RK0040.The modeled gravity was interpolated from observed gravity values.
 RK0040
 RK0040;                    North         East    Units  Estimated Accuracy
 RK0040;SPC MI N     -   173,940.    8,061,130.      MT  (+/- 180 meters Scaled)
 RK0040
 RK0040                          SUPERSEDED SURVEY CONTROL
 RK0040
 RK0040  NGVD 29 (??/??/92)  240.238  (m)          788.18   (f) ADJ UNCH    1 2
 RK0040
 RK0040.Superseded values are not recommended for survey control.
 RK0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0040.See file dsdata.txt to determine how the superseded data were derived.
 RK0040
 RK0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES611327(NAD 83)
 RK0040_MARKER: DB = BENCH MARK DISK
 RK0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0040_STAMPING: H 46 1934
 RK0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0040+STABILITY: SURFACE MOTION
 RK0040
 RK0040  HISTORY     - Date     Condition        Report By
 RK0040  HISTORY     - 1934     MONUMENTED       CGS
 RK0040  HISTORY     - 1954     POOR             NGS
 RK0040
 RK0040                          STATION DESCRIPTION
 RK0040
 RK0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RK0040'1.3 MI W FROM WALSH.
 RK0040'1.3 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0040'RAILWAY FROM WALSH, SCHOOLCRAFT COUNTY, 3-1/2 RAILS WEST OF
 RK0040'MILEPOST 92, 12 FEET SOUTH AND 18 FEET EAST OF POLE 3405, 105
 RK0040'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 28 (ROAD HAS BEEN
 RK0040'RELOCATED), AND 30 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 RK0040'A STANDARD DISK, STAMPED H 46 1934 AND SET IN THE TOP OF A
 RK0040'CONCRETE POST.  NOTE-- BENCH MARK LEANS 5 DEG WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0775 ***********************************************************************
 OJ0775  DESIGNATION -  H 46 MI 79
 OJ0775  PID         -  OJ0775
 OJ0775  STATE/COUNTY-  MI/SANILAC
 OJ0775  USGS QUAD   -  CROSWELL (1976)
 OJ0775
 OJ0775                         *CURRENT SURVEY CONTROL
 OJ0775  ___________________________________________________________________
 OJ0775* NAD 83(1994)-  43 22 16.96166(N)    082 32 02.38962(W)     ADJUSTED  
 OJ0775* NAVD 88     -       177.45   (+/-2cm)     582.2    (feet)  VERTCON   
 OJ0775  ___________________________________________________________________
 OJ0775  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 OJ0775  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0775
 OJ0775  HORZ ORDER  -  SECOND
 OJ0775  VERT ORDER  -  THIRD ? (See Below)
 OJ0775
 OJ0775.The horizontal coordinates were established by classical geodetic methods
 OJ0775.and adjusted by the National Geodetic Survey in February 1997..
 OJ0775
 OJ0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0775.The vertical order pertains to the NGVD 29 superseded value.
 OJ0775
 OJ0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0775
 OJ0775.The geoid height was determined by GEOID03.
 OJ0775
 OJ0775;                    North         East     Units Scale Factor Converg.
 OJ0775;SPC MI S     -   209,488.579 4,148,514.274   MT  0.99994287   +1 14 49.9
 OJ0775;SPC MI S     -   687,298.49 13,610,611.14   iFT  0.99994287   +1 14 49.9
 OJ0775;UTM  17      - 4,803,199.690   375,721.223   MT  0.99978999   -1 03 12.8
 OJ0775
 OJ0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0775!SPC MI S     -   0.99997761  x   0.99994287  =   0.99992048
 OJ0775!UTM  17      -   0.99997761  x   0.99978999  =   0.99976760
 OJ0775
 OJ0775:                Primary Azimuth Mark                     Grid Az
 OJ0775:SPC MI S     -  H 47 MI 79                               001 08 48.4
 OJ0775:UTM  17      -  H 47 MI 79                               003 26 51.1
 OJ0775
 OJ0775|---------------------------------------------------------------------|
 OJ0775| PID    Reference Object                     Distance      Geod. Az  |
 OJ0775|                                                           dddmmss.s |
 OJ0775| OJ0735 H 47 MI 79                          APPROX. 1.4 KM 0022338.3 |
 OJ0775| OJ0776 H 45 MI 79                          299.921 METERS 20514     |
 OJ0775|---------------------------------------------------------------------|
 OJ0775
 OJ0775                          SUPERSEDED SURVEY CONTROL
 OJ0775
 OJ0775  NAD 83(1986)-  43 22 16.94860(N)    082 32 02.41436(W) AD(       ) 2
 OJ0775  NAD 27      -  43 22 16.85696(N)    082 32 02.67914(W) AD(       ) 2
 OJ0775  NGVD 29 (07/19/86)  177.57   (m)          582.6    (f) LEVELING    3  
 OJ0775
 OJ0775.Superseded values are not recommended for survey control.
 OJ0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0775.See file dsdata.txt to determine how the superseded data were derived.
 OJ0775
 OJ0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7572103200(NAD 83)
 OJ0775_MARKER: DE = TRAVERSE STATION DISK
 OJ0775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0775+WITH SETTING: PAVEMENT
 OJ0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0775+STABILITY: SURFACE MOTION
 OJ0775
 OJ0775  HISTORY     - Date     Condition        Report By
 OJ0775  HISTORY     - 1979     MONUMENTED       NOS
 OJ0775  HISTORY     - 19940728 GOOD             USPSQD
 OJ0775
 OJ0775                          STATION DESCRIPTION
 OJ0775
 OJ0775'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0775'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE ABOUT 7.1 MILES
 OJ0775'NORTH OF LEXINGTON AND 4.1 MILES SOUTH OF PORT SANILAC.
 OJ0775'
 OJ0775'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0775'LEXINGTON GO NORTH FOR 7.1 MILES TO SECOND DRIVEWAY,NORTH OF
 OJ0775'COUNTY PARK.TURN RIGHT INTO DRIVEWAY AND DRIVE TO END.PARK AND
 OJ0775'WALK DOWN WOOD STAIRWAY TO BEACH AND AREA OF STATION ON RIGHT.
 OJ0775'
 OJ0775'THE STATION IS A STANDARD NOS DISK
 OJ0775'STAMPED---H 46 MI 79 1979---,
 OJ0775'CEMENTED INTO A DRILL HOLE ON THE TOP OF A CONCRETE DOCK,STATION
 OJ0775'IS FLUSH WITH THE TOP OF THE DOCK.
 OJ0775'IT IS LOCATED,560 FEET SOUTH FROM FRENCH LINE ROAD,
 OJ0775'67.3 FEET SOUTHEAST FROM OLD BLOCK PUMPHOUSE BUILDING,
 OJ0775'49.4 FEET SOUTHEAST FROM SOUTHEAST CORNER OF WOOD STAIRWAY,AND
 OJ0775'19.2 FEET WEST FROM EAST END OF DOCK.
 OJ0775'
 OJ0775'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0775'
 OJ0775'DESCRIBED BY T.D.KUCHCIAK
 OJ0775
 OJ0775                          STATION RECOVERY (1994)
 OJ0775
 OJ0775'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0139 ***********************************************************************
 RK0139  DESIGNATION -  H 47
 RK0139  PID         -  RK0139
 RK0139  STATE/COUNTY-  MI/ALGER
 RK0139  USGS QUAD   -  SAND RIVER (1985)
 RK0139
 RK0139                         *CURRENT SURVEY CONTROL
 RK0139  ___________________________________________________________________
 RK0139* NAD 83(1986)-  46 28 32.     (N)    087 02 39.     (W)     SCALED    
 RK0139* NAVD 88     -       220.357  (meters)     722.95   (feet)  ADJUSTED  
 RK0139  ___________________________________________________________________
 RK0139  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 RK0139  DYNAMIC HT  -         220.370 (meters)     723.00  (feet)  COMP
 RK0139  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 RK0139
 RK0139  VERT ORDER  -  FIRST     CLASS II
 RK0139
 RK0139.The horizontal coordinates were scaled from a topographic map and have
 RK0139.an estimated accuracy of +/- 6 seconds.
 RK0139
 RK0139.The orthometric height was determined by differential leveling
 RK0139.and adjusted by the National Geodetic Survey in June 1991..
 RK0139
 RK0139.The geoid height was determined by GEOID03.
 RK0139
 RK0139.The dynamic height is computed by dividing the NAVD 88
 RK0139.geopotential number by the normal gravity value computed on the
 RK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0139.degrees latitude (g = 980.6199 gals.).
 RK0139
 RK0139.The modeled gravity was interpolated from observed gravity values.
 RK0139
 RK0139;                    North         East    Units  Estimated Accuracy
 RK0139;SPC MI N     -   188,080.    7,996,610.      MT  (+/- 180 meters Scaled)
 RK0139
 RK0139                          SUPERSEDED SURVEY CONTROL
 RK0139
 RK0139  NGVD 29 (??/??/92)  220.324  (m)          722.85   (f) ADJ UNCH    1 2
 RK0139
 RK0139.Superseded values are not recommended for survey control.
 RK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0139.See file dsdata.txt to determine how the superseded data were derived.
 RK0139
 RK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS966468(NAD 83)
 RK0139_MARKER: DB = BENCH MARK DISK
 RK0139_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0139_SP_SET: ABUTMENT
 RK0139_STAMPING: H 47 1934
 RK0139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0139
 RK0139  HISTORY     - Date     Condition        Report By
 RK0139  HISTORY     - 1934     MONUMENTED       CGS
 RK0139  HISTORY     - 1958     POOR             NGS
 RK0139  HISTORY     - 19980413 MARK NOT FOUND   NGS
 RK0139  HISTORY     - 20060816 MARK NOT FOUND   GEOCAC
 RK0139
 RK0139                          STATION DESCRIPTION
 RK0139
 RK0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RK0139'AT DEERTON.
 RK0139'AT DEERTON, ALGER COUNTY, ON THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0139'RAILWAY, 1-1/2 RAILS WEST OF THE STATION, 5-1/4 RAILS WEST OF
 RK0139'A ROAD CROSSING, AT BRIDGE 186, IN THE TOP OF THE NORTH SIDE
 RK0139'OF THE EAST CONCRETE ABUTMENT, AND 7 FEET NORTH OF THE
 RK0139'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 47 1934.
 RK0139'NOTE-- HEAVEY BRIDGE PLANKING NOW COVERS MONUMENT.
 RK0139
 RK0139                          STATION RECOVERY (1998)
 RK0139
 RK0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0139'THIS STATION IS PROBABLY STILL THERE, BUT IT IS STILL COVERED BY
 RK0139'BRIDGE TIMBERS AS THE BRIDGE IS STILL IN GOOD CONDITION AS DESCRIBED
 RK0139'IN 1958.  THESE TIMBERS MAY BE REMOVED WHEN THE RAILROAD IS CONVERTED
 RK0139'TO RAILS TO TRAILS IN NEAR FUTURE.  RECOVERED BY RONALD L.  RAMSEY,
 RK0139'NGS GEODETIC ADVISOR - MICHIGAN.
 RK0139
 RK0139                          STATION RECOVERY (2006)
 RK0139
 RK0139'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0139'THE RAILROAD TIMBER DESCRIBED IN 1998 AND 1958 IS STILL PRESENT ON TOP
 RK0139'OF THE BRIDGE ABUTMENT, BUT THE TRACK HAS NOW BEEN REMOVED. A
 RK0139'MEASUREMENT FROM THE CENTER LINE OF THE BRIDGE SHOWS THE SEVEN FOOT
 RK0139'MARK IS NOW JUST PAST THE END OF THE TIMBER, AND THE LOCATION OF AN
 RK0139'AREA OF MISSING CONCRETE WITH EVIDENCE OF CHISEL MARKS. THE DISK MAY
 RK0139'STILL BE LOCATED UNDERNEATH THE TIMBER, OR MAY HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0735 ***********************************************************************
 OJ0735  DESIGNATION -  H 47 MI 79
 OJ0735  PID         -  OJ0735
 OJ0735  STATE/COUNTY-  MI/SANILAC
 OJ0735  USGS QUAD   -  PORT SANILAC (1963)
 OJ0735
 OJ0735                         *CURRENT SURVEY CONTROL
 OJ0735  ___________________________________________________________________
 OJ0735* NAD 83(1994)-  43 23 01.23626(N)    082 31 59.85179(W)     ADJUSTED  
 OJ0735* NAVD 88     -       177.38   (+/-2cm)     582.0    (feet)  VERTCON   
 OJ0735  ___________________________________________________________________
 OJ0735  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 OJ0735  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0735
 OJ0735  HORZ ORDER  -  SECOND
 OJ0735  VERT ORDER  -  THIRD ? (See Below)
 OJ0735
 OJ0735.The horizontal coordinates were established by classical geodetic methods
 OJ0735.and adjusted by the National Geodetic Survey in February 1997..
 OJ0735
 OJ0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0735.The vertical order pertains to the NGVD 29 superseded value.
 OJ0735
 OJ0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0735
 OJ0735.The geoid height was determined by GEOID03.
 OJ0735
 OJ0735;                    North         East     Units Scale Factor Converg.
 OJ0735;SPC MI S     -   210,855.787 4,148,541.642   MT  0.99994472   +1 14 51.6
 OJ0735;SPC MI S     -   691,784.08 13,610,700.93   iFT  0.99994472   +1 14 51.6
 OJ0735;UTM  17      - 4,804,564.486   375,803.446   MT  0.99978974   -1 03 12.0
 OJ0735
 OJ0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0735!SPC MI S     -   0.99997762  x   0.99994472  =   0.99992234
 OJ0735!UTM  17      -   0.99997762  x   0.99978974  =   0.99976736
 OJ0735
 OJ0735:                Primary Azimuth Mark                     Grid Az
 OJ0735:SPC MI S     -  PORT SAN C OF E D                        355 12 09.5
 OJ0735:UTM  17      -  PORT SAN C OF E D                        357 30 13.1
 OJ0735
 OJ0735|---------------------------------------------------------------------|
 OJ0735| PID    Reference Object                     Distance      Geod. Az  |
 OJ0735|                                                           dddmmss.s |
 OJ0735| OJ0739 PORT SAN C OF E D                   APPROX. 5.5 KM 3562701.1 |
 OJ0735| OJ0738 PORT SANILAC S BRK LT               APPROX. 5.3 KM 3575035.0 |
 OJ0735| OJ0737 PORT SANILAC N BRK LT               APPROX. 5.2 KM 3584317.1 |
 OJ0735|---------------------------------------------------------------------|
 OJ0735
 OJ0735                          SUPERSEDED SURVEY CONTROL
 OJ0735
 OJ0735  NAD 83(1986)-  43 23 01.22325(N)    082 31 59.87612(W) AD(       ) 2
 OJ0735  NAD 27      -  43 23 01.13237(N)    082 32 00.14073(W) AD(       ) 2
 OJ0735  NGVD 29 (07/19/86)  177.50   (m)          582.3    (f) LEVELING    3  
 OJ0735
 OJ0735.Superseded values are not recommended for survey control.
 OJ0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0735.See file dsdata.txt to determine how the superseded data were derived.
 OJ0735
 OJ0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7580304564(NAD 83)
 OJ0735_MARKER: DE = TRAVERSE STATION DISK
 OJ0735_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0735_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0735
 OJ0735  HISTORY     - Date     Condition        Report By
 OJ0735  HISTORY     - 1979     MONUMENTED       NOS
 OJ0735  HISTORY     - 19940728 MARK NOT FOUND   USPSQD
 OJ0735
 OJ0735                          STATION DESCRIPTION
 OJ0735
 OJ0735'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0735'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE ABOUT 8 MILES
 OJ0735'NORTH OF LEXINGTON AND 3.2 MILES SOUTH OF PORT SANILAC ON A POINT
 OJ0735'OF LAND COMMONLY CALLED NEW LONDON POINT.
 OJ0735'
 OJ0735'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 90 IN
 OJ0735'LEXINGTON GO NORTH ON M 25 FOR 7.85 MILES TO A (Y) INTERSECTION.
 OJ0735'TURN RIGHT AT THE(Y) AND TAKE THE DIRT ROAD FOR 0.12 MILES TO
 OJ0735'A DRIVE ON THE RIGHT(OWNER MR DAVE DEBUSSRE).TURN RIGHT AND PARK
 OJ0735'AT THE END OF THE DRIVE.WALK AROUND HOUSE AND TAKE CONCRETE
 OJ0735'STAIRWAY TO BEACH.THE STATION IS EAST NORTHEAST OF THE END OF
 OJ0735'THE STAIRWAY.
 OJ0735'
 OJ0735'THE STATION IS A STANDARD NOS DISK
 OJ0735'STAMPED---H 47 MI 79 1979---,
 OJ0735'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0735'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0735'130 FEET NORTH FROM EAST-WEST OPEN STORM RUNOFF
 OJ0735'50 FEET WEST FROM EXISTING SHORELINE,AND
 OJ0735'31.O FEET EAST FROM NOS WITNESS POST SIGN ATTACHED TO A METAL
 OJ0735'FENCE POST.
 OJ0735'
 OJ0735'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OJ0735'
 OJ0735'DESCRIBED BY T.D.KUCHCIAK
 OJ0735
 OJ0735                          STATION RECOVERY (1994)
 OJ0735
 OJ0735'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0735'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0058 ***********************************************************************
 RL0058  CBN         -  This is a Cooperative Base Network Control Station.
 RL0058  DESIGNATION -  H 48
 RL0058  PID         -  RL0058
 RL0058  STATE/COUNTY-  MI/BARAGA
 RL0058  USGS QUAD   -  L'ANSE (1985)
 RL0058
 RL0058                         *CURRENT SURVEY CONTROL
 RL0058  ___________________________________________________________________
 RL0058* NAD 83(1994)-  46 49 12.41876(N)    088 28 49.48182(W)     ADJUSTED  
 RL0058* NAVD 88     -       188.373  (meters)     618.02   (feet)  ADJUSTED  
 RL0058  ___________________________________________________________________
 RL0058  X           -     115,950.331 (meters)                     COMP
 RL0058  Y           -  -4,370,859.202 (meters)                     COMP
 RL0058  Z           -   4,628,215.879 (meters)                     COMP
 RL0058  LAPLACE CORR-          -7.48  (seconds)                    DEFLEC99
 RL0058  ELLIP HEIGHT-         153.99  (meters)          (07/12/02) GPS OBS
 RL0058  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 RL0058  DYNAMIC HT  -         188.384 (meters)     618.06  (feet)  COMP
 RL0058  MODELED GRAV-     980,670.8   (mgal)                       NAVD 88
 RL0058
 RL0058  HORZ ORDER  -  B
 RL0058  VERT ORDER  -  FIRST     CLASS II
 RL0058  ELLP ORDER  -  FOURTH    CLASS II
 RL0058
 RL0058.The horizontal coordinates were established by GPS observations
 RL0058.and adjusted by the National Geodetic Survey in September 1995..
 RL0058
 RL0058.The orthometric height was determined by differential leveling
 RL0058.and adjusted by the National Geodetic Survey in June 1991..
 RL0058.WARNING-GPS observations at this control monument resulted in a GPS
 RL0058.derived orthometric height which differed from the leveled height by
 RL0058.more than one decimeter (0.1 meter).
 RL0058
 RL0058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0058
 RL0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0058
 RL0058.The ellipsoidal height was determined by GPS observations
 RL0058.and is referenced to NAD 83.
 RL0058
 RL0058.The geoid height was determined by GEOID03.
 RL0058
 RL0058.The dynamic height is computed by dividing the NAVD 88
 RL0058.geopotential number by the normal gravity value computed on the
 RL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0058.degrees latitude (g = 980.6199 gals.).
 RL0058
 RL0058.The modeled gravity was interpolated from observed gravity values.
 RL0058
 RL0058;                    North         East     Units Scale Factor Converg.
 RL0058;SPC MI N     -   227,435.825 7,887,041.104   MT  0.99994640   -1 04 12.1
 RL0058;SPC MI N     -   746,180.53 25,876,119.11   iFT  0.99994640   -1 04 12.1
 RL0058;UTM  16      - 5,186,238.554   387,074.452   MT  0.99975674   -1 04 46.7
 RL0058
 RL0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0058!SPC MI N     -   0.99997586  x   0.99994640  =   0.99992226
 RL0058!UTM  16      -   0.99997586  x   0.99975674  =   0.99973261
 RL0058
 RL0058                          SUPERSEDED SURVEY CONTROL
 RL0058
 RL0058  ELLIP H (09/20/95)  154.01   (m)                       GP(       ) 1 2
 RL0058  NAD 83(1986)-  46 49 12.41226(N)    088 28 49.46066(W) AD(       ) 1
 RL0058  NAD 83(1986)-  46 49 12.41657(N)    088 28 49.46741(W) AD(       ) 3
 RL0058  NAVD 88 (09/30/91)  188.37   (m)          618.0    (f) LEVELING    3  
 RL0058  NGVD 29 (??/??/92)  188.356  (m)          617.96   (f) ADJ UNCH    1 2
 RL0058
 RL0058.Superseded values are not recommended for survey control.
 RL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0058.See file dsdata.txt to determine how the superseded data were derived.
 RL0058
 RL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8707486239(NAD 83)
 RL0058_MARKER: DB = BENCH MARK DISK
 RL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0058_SP_SET: CONCRETE POST
 RL0058_STAMPING: H 48 1934
 RL0058_MARK LOGO: CGS   
 RL0058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0058+STABILITY: SURFACE MOTION
 RL0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0058+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 RL0058
 RL0058  HISTORY     - Date     Condition        Report By
 RL0058  HISTORY     - 1934     MONUMENTED       CGS
 RL0058  HISTORY     - 19890815 GOOD             NGS
 RL0058  HISTORY     - 19910711 GOOD             NGS
 RL0058  HISTORY     - 19940828 GOOD             NGS
 RL0058  HISTORY     - 19970514 GOOD             MIDT
 RL0058  HISTORY     - 20010918 GOOD             JCLS
 RL0058  HISTORY     - 20010920 GOOD             JCLS
 RL0058  HISTORY     - 20011125 MARK NOT FOUND   INDIV
 RL0058  HISTORY     - 20031129 GOOD             GEOCAC
 RL0058
 RL0058                          STATION DESCRIPTION
 RL0058
 RL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0058'0.5 MI S FROM ASSININS.
 RL0058'0.5 MILE NORTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0058'FROM ASSININS, BARAGA COUNTY, AT MILEAGE 25.3, 3 RAILS SOUTH
 RL0058'OF THE CROSSING OF U.S. HIGHWAY 41, 18 FEET WEST OF THE TRACK,
 RL0058'AND 4 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED H 48 1934
 RL0058'AND SET IN THE TOP OF A CONCRETE POST.
 RL0058
 RL0058                          STATION RECOVERY (1989)
 RL0058
 RL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RL0058'THE STATION IS LOCATED ABOUT 7.3 KM (4.55 MI) NORTHWEST OF LANSE AND
 RL0058'5.1 KM (3.15 MI) NORTH OF BARAGA.  OWNERSHIP--SOO LINE RAILROAD.
 RL0058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RL0058'HIGHWAY 38 IN BARAGA, GO NORTHERLY ON HIGHWAY 41 FOR 5.09 KM
 RL0058'(3.15 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 RL0058'OLD 41 ROAD FOR ABOUT 200 FEET TO THE STATION ON THE LEFT.
 RL0058'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 15 CM SQUARE
 RL0058'CONCRETE MONUMENT AND PROJECTS 12 CM ABOVE THE GROUND.  LOCATED 38.2 M
 RL0058'(125.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF OLD 41
 RL0058'ROAD AND THE SOO LINE RAILROAD, 33.1 M (108.6 FT) SOUTHWEST OF THE
 RL0058'CENTERLINE OF HIGHWAY 41, 10.0 M (32.8 FT) NORTHEAST OF THE CENTERLINE
 RL0058'OF OLD 41 ROAD AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST.
 RL0058'DESCRIBED BY E.J. HANSMANN.
 RL0058
 RL0058                          STATION RECOVERY (1991)
 RL0058
 RL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RL0058'THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI) NORTHWEST OF LANSE AND
 RL0058'5.1 KM (3.2 MI) NORTH OF BARAGA.  OWNERSHIP--SOO LINE RAILROAD.
 RL0058'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RL0058'HIGHWAY 38 IN BARAGA, GO NORTHERLY ON HIGHWAY 41 FOR 5.09 KM
 RL0058'(3.16 MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON
 RL0058'OLD 41 ROAD FOR ABOUT 200 FEET TO THE STATION ON THE LEFT.
 RL0058'MONUMENT PROJECTS 12 CM ABOVE THE GROUND. STATION IS LOCATED 38.2 M
 RL0058'(125.3 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF OLD 41
 RL0058'ROAD AND THE SOO LINE RAILROAD, 33.1 M (108.6 FT) SOUTHWEST OF THE
 RL0058'CENTER OF HIGHWAY 41, 10.0 M (32.8 FT) NORTHEAST OF THE CENTER OF OLD
 RL0058'41 ROAD AND 0.4 M (1.3 FT) SOUTHEAST OF A METAL WITNESS POST.
 RL0058
 RL0058                          STATION RECOVERY (1994)
 RL0058
 RL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RL0058'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHWEST OF L'ANSE AND 3.2
 RL0058'MI (5.1 KM) NORTH OF BARAGA IN THE NORTHWEST 1/4 OF SECTION 15, T 15
 RL0058'N, R 33 W, BARAGA TOWNSHIP.  OWNERSHIP--SOO LINE RAILROAD.  TO REACH
 RL0058'THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 38
 RL0058'IN BARAGA, GO NORTHERLY ON HIGHWAY 41 FOR 3.16 MI (5.09 KM) TO A PAVED
 RL0058'ROAD ON THE LEFT.  TURN LEFT AND GO SOUTHWEST ON MISSION ROAD (OLD
 RL0058'U.S.  HIGHWAY 41) FOR ABOUT 200 FT (61.0 M) TO THE STATION ON THE
 RL0058'LEFT.  STATION PROJECTS 12 CM ABOVE THE GROUND.  IT IS 125.3 FT (38.2
 RL0058'M) SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF OLD HIGHWAY 41 AND
 RL0058'THE SOO LINE RAILROAD, 108.6 FT (33.1 M) SOUTHWEST OF THE CENTER OF
 RL0058'HIGHWAY 41, 20.0 FT (6.1 M) EAST OF THE CENTER OF MISSION ROAD (OLD
 RL0058'HIGHWAY 41) , 18.0 FT (5.5 M) WEST OF TRACK, AND 1.3 FT (0.4 M)
 RL0058'SOUTHEAST OF A METAL WITNESS POST.
 RL0058
 RL0058                          STATION RECOVERY (1997)
 RL0058
 RL0058'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0058'RECOVERED AS DESCRIBED.
 RL0058
 RL0058                          STATION RECOVERY (2001)
 RL0058
 RL0058'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RL0058'RECOVERED AS DESCRIBED.
 RL0058
 RL0058                          STATION RECOVERY (2001)
 RL0058
 RL0058'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RL0058'RECOVERED IN GOOD CONDITION.
 RL0058
 RL0058                          STATION RECOVERY (2001)
 RL0058
 RL0058'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JCK)
 RL0058'I, JOSEPH C. KAPELCZAK, A MICHIGAN LICENSED LAND SURVEYOR NO. 24598,
 RL0058'FOUND THIS CORNER TO BE DESTROYED DUE TO CONSTRUCTION ACTIVITIES
 RL0058'RELATED TO THE STATE POLICE COMMUNICATIONS TOWER SITE NO. 8805A.  THE
 RL0058' 
 RL0058'CONTRACTOR CAUSING THE DAMAGE WAS NEWKIRK ELECTRIC FROM MUSKEGON, MI.
 RL0058' 
 RL0058'IF NECESSARY, PLEASE CONTACT ME FOR FURTHER INFORMATION.
 RL0058
 RL0058                          STATION RECOVERY (2003)
 RL0058
 RL0058'RECOVERY NOTE BY GEOCACHING 2003 (MR)
 RL0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0740 ***********************************************************************
 OJ0740  DESIGNATION -  H 48 MI 79
 OJ0740  PID         -  OJ0740
 OJ0740  STATE/COUNTY-  MI/SANILAC
 OJ0740  USGS QUAD   -  PORT SANILAC (1963)
 OJ0740
 OJ0740                         *CURRENT SURVEY CONTROL
 OJ0740  ___________________________________________________________________
 OJ0740* NAD 83(1994)-  43 26 13.06805(N)    082 32 21.98812(W)     ADJUSTED  
 OJ0740* NAVD 88     -       179.22   (+/-2cm)     588.0    (feet)  VERTCON   
 OJ0740  ___________________________________________________________________
 OJ0740  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 OJ0740  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0740
 OJ0740  HORZ ORDER  -  SECOND
 OJ0740  VERT ORDER  -  THIRD ? (See Below)
 OJ0740
 OJ0740.The horizontal coordinates were established by classical geodetic methods
 OJ0740.and adjusted by the National Geodetic Survey in February 1997..
 OJ0740
 OJ0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0740.The vertical order pertains to the NGVD 29 superseded value.
 OJ0740
 OJ0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0740
 OJ0740.The geoid height was determined by GEOID03.
 OJ0740
 OJ0740;                    North         East     Units Scale Factor Converg.
 OJ0740;SPC MI S     -   216,763.441 4,147,915.057   MT  0.99995325   +1 14 36.5
 OJ0740;SPC MI S     -   711,166.15 13,608,645.20   iFT  0.99995325   +1 14 36.5
 OJ0740;UTM  17      - 4,810,491.598   375,414.670   MT  0.99979093   -1 03 30.9
 OJ0740
 OJ0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0740!SPC MI S     -   0.99997733  x   0.99995325  =   0.99993058
 OJ0740!UTM  17      -   0.99997733  x   0.99979093  =   0.99976827
 OJ0740
 OJ0740:                Primary Azimuth Mark                     Grid Az
 OJ0740:SPC MI S     -  PORT SANILAC N BRK LT                    151 26 02.8
 OJ0740:UTM  17      -  PORT SANILAC N BRK LT                    153 44 10.2
 OJ0740
 OJ0740|---------------------------------------------------------------------|
 OJ0740| PID    Reference Object                     Distance      Geod. Az  |
 OJ0740|                                                           dddmmss.s |
 OJ0740| OJ0737 PORT SANILAC N BRK LT               APPROX. 0.8 KM 1524039.3 |
 OJ0740| OJ0738 PORT SANILAC S BRK LT               APPROX. 0.7 KM 1552746.8 |
 OJ0740| OJ0742 ROPES                               313.001 METERS 19035     |
 OJ0740|---------------------------------------------------------------------|
 OJ0740
 OJ0740                          SUPERSEDED SURVEY CONTROL
 OJ0740
 OJ0740  NAD 83(1986)-  43 26 13.05509(N)    082 32 22.01067(W) AD(       ) 2
 OJ0740  NAD 27      -  43 26 12.96572(N)    082 32 22.27517(W) AD(       ) 2
 OJ0740  NGVD 29 (07/19/86)  179.34   (m)          588.4    (f) LEVELING    3  
 OJ0740
 OJ0740.Superseded values are not recommended for survey control.
 OJ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0740.See file dsdata.txt to determine how the superseded data were derived.
 OJ0740
 OJ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7541510492(NAD 83)
 OJ0740_MARKER: DE = TRAVERSE STATION DISK
 OJ0740_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0740_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0740
 OJ0740  HISTORY     - Date     Condition        Report By
 OJ0740  HISTORY     - 1979     MONUMENTED       NOS
 OJ0740  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0740
 OJ0740                          STATION DESCRIPTION
 OJ0740
 OJ0740'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0740'THE STATION IS LOCATED ABOUT 0.5 MILES NORTH OF PORT SANILAC,JUST
 OJ0740'NORTHERLY OF LIENS CREEK.
 OJ0740'
 OJ0740'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND M 25
 OJ0740'GO NORTH ON M 25 FOR 0.44 MILES AND TURN RIGHT.CONTINUE ON TO
 OJ0740'ROADS TERMINATION AND PARK.PROCEED ON FOOT ABOUT 250 FEET
 OJ0740'ENORTHEASTERLY ACROSS CREEK TO VICINITY OF STATION ON LAKEWARD
 OJ0740'SIDE OF SANDY KNOLL.
 OJ0740'
 OJ0740'THE STATION IS A STANDARD NOS DISK
 OJ0740'STAMPED---H 48 MI 79 1979---,
 OJ0740'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0740'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0740'28 FEET EAST FROM WATERS EDGE,
 OJ0740'21.3 FEET NORTH-NORTHWEST FROM PK NAIL IN WESTERLY OF TWO 9
 OJ0740'INCH POPLAR TREES,
 OJ0740'12.6 FEET SOUTHEAST FROM PK NAIL IN 9 INCH LEANING WILLOW,AND
 OJ0740'12.6 FEET SOUTHWEST FROM NOS WITNESS POST SIGN ATTACHED TO A
 OJ0740'STUMP(12 INCHES IN DIAMETER)
 OJ0740'
 OJ0740'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OJ0740'
 OJ0740'DESCRIBED BY B.A.LINK
 OJ0740
 OJ0740                          STATION RECOVERY (1994)
 OJ0740
 OJ0740'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0488 ***********************************************************************
 RL0488  DESIGNATION -  H 49
 RL0488  PID         -  RL0488
 RL0488  STATE/COUNTY-  MI/HOUGHTON
 RL0488  USGS QUAD   -  SIDNAW (1985)
 RL0488
 RL0488                         *CURRENT SURVEY CONTROL
 RL0488  ___________________________________________________________________
 RL0488* NAD 83(1986)-  46 30 28.     (N)    088 42 39.     (W)     SCALED    
 RL0488* NAVD 88     -       416.349  (meters)    1365.97   (feet)  ADJUSTED  
 RL0488  ___________________________________________________________________
 RL0488  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 RL0488  DYNAMIC HT  -         416.360 (meters)    1366.01  (feet)  COMP
 RL0488  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RL0488
 RL0488  VERT ORDER  -  FIRST     CLASS II
 RL0488
 RL0488.The horizontal coordinates were scaled from a topographic map and have
 RL0488.an estimated accuracy of +/- 6 seconds.
 RL0488
 RL0488.The orthometric height was determined by differential leveling
 RL0488.and adjusted by the National Geodetic Survey in June 1991..
 RL0488
 RL0488.The geoid height was determined by GEOID03.
 RL0488
 RL0488.The dynamic height is computed by dividing the NAVD 88
 RL0488.geopotential number by the normal gravity value computed on the
 RL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0488.degrees latitude (g = 980.6199 gals.).
 RL0488
 RL0488.The modeled gravity was interpolated from observed gravity values.
 RL0488
 RL0488;                    North         East    Units  Estimated Accuracy
 RL0488;SPC MI N     -   193,080.    7,868,710.      MT  (+/- 180 meters Scaled)
 RL0488
 RL0488                          SUPERSEDED SURVEY CONTROL
 RL0488
 RL0488  NGVD 29 (??/??/92)  416.359  (m)         1366.00   (f) ADJ UNCH    1 2
 RL0488
 RL0488.Superseded values are not recommended for survey control.
 RL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0488.See file dsdata.txt to determine how the superseded data were derived.
 RL0488
 RL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS687518(NAD 83)
 RL0488_MARKER: DB = BENCH MARK DISK
 RL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0488_STAMPING: H 49 1934
 RL0488_MARK LOGO: CGS   
 RL0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0488+STABILITY: SURFACE MOTION
 RL0488
 RL0488  HISTORY     - Date     Condition        Report By
 RL0488  HISTORY     - 1934     MONUMENTED       CGS
 RL0488  HISTORY     - 1948     GOOD             NGS
 RL0488  HISTORY     - 1985     GOOD             NGS
 RL0488  HISTORY     - 1989     GOOD             USPSQD
 RL0488
 RL0488                          STATION DESCRIPTION
 RL0488
 RL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0488'AT SIDNAW.
 RL0488'AT SIDNAW, 3 FEET NORTH OF THE SOUTHWEST CORNER OF THE FENCE
 RL0488'AROUND THE SCHOOL YARD, 226 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 RL0488'CORNER OF THE BRICK SCHOOL, 2.5 FEET EAST OF THE EAST EDGE OF A
 RL0488'CONCRETE WALK, 1 FOOT EAST OF A WIRE FENCE, 1 FOOT WEST OF A
 RL0488'WHITE WOODEN WITNESS POST, 0.3 FOOT ABOVE THE WALK AND SET IN
 RL0488'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0488
 RL0488                          STATION RECOVERY (1985)
 RL0488
 RL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0488'RECOVERED IN GOOD CONDITION.
 RL0488
 RL0488                          STATION RECOVERY (1989)
 RL0488
 RL0488'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0743 ***********************************************************************
 OJ0743  DESIGNATION -  H 49 MI 79
 OJ0743  PID         -  OJ0743
 OJ0743  STATE/COUNTY-  MI/SANILAC
 OJ0743  USGS QUAD   -  PORT SANILAC (1963)
 OJ0743
 OJ0743                         *CURRENT SURVEY CONTROL
 OJ0743  ___________________________________________________________________
 OJ0743* NAD 83(1994)-  43 27 22.76996(N)    082 32 50.04842(W)     ADJUSTED  
 OJ0743* NAVD 88     -       178.48   (+/-2cm)     585.6    (feet)  VERTCON   
 OJ0743  ___________________________________________________________________
 OJ0743  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 OJ0743  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0743
 OJ0743  HORZ ORDER  -  SECOND
 OJ0743  VERT ORDER  -  THIRD ? (See Below)
 OJ0743
 OJ0743.The horizontal coordinates were established by classical geodetic methods
 OJ0743.and adjusted by the National Geodetic Survey in February 1997..
 OJ0743
 OJ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0743.The vertical order pertains to the NGVD 29 superseded value.
 OJ0743
 OJ0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0743
 OJ0743.The geoid height was determined by GEOID03.
 OJ0743
 OJ0743;                    North         East     Units Scale Factor Converg.
 OJ0743;SPC MI S     -   218,900.284 4,147,237.703   MT  0.99995657   +1 14 17.4
 OJ0743;SPC MI S     -   718,176.78 13,606,422.91   iFT  0.99995657   +1 14 17.4
 OJ0743;UTM  17      - 4,812,653.573   374,823.799   MT  0.99979274   -1 03 51.6
 OJ0743
 OJ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0743!SPC MI S     -   0.99997745  x   0.99995657  =   0.99993402
 OJ0743!UTM  17      -   0.99997745  x   0.99979274  =   0.99977019
 OJ0743
 OJ0743:                Primary Azimuth Mark                     Grid Az
 OJ0743:SPC MI S     -  H 50 MI 79                               344 29 51.9
 OJ0743:UTM  17      -  H 50 MI 79                               346 48 00.9
 OJ0743
 OJ0743|---------------------------------------------------------------------|
 OJ0743| PID    Reference Object                     Distance      Geod. Az  |
 OJ0743|                                                           dddmmss.s |
 OJ0743| OJ0744 H 50 MI 79                          APPROX. 2.6 KM 3454409.3 |
 OJ0743|---------------------------------------------------------------------|
 OJ0743
 OJ0743                          SUPERSEDED SURVEY CONTROL
 OJ0743
 OJ0743  NAD 83(1986)-  43 27 22.75708(N)    082 32 50.07046(W) AD(       ) 2
 OJ0743  NAD 27      -  43 27 22.66785(N)    082 32 50.33600(W) AD(       ) 2
 OJ0743  NGVD 29 (07/19/86)  178.60   (m)          586.0    (f) LEVELING    3  
 OJ0743
 OJ0743.Superseded values are not recommended for survey control.
 OJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0743.See file dsdata.txt to determine how the superseded data were derived.
 OJ0743
 OJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7482412654(NAD 83)
 OJ0743_MARKER: DE = TRAVERSE STATION DISK
 OJ0743_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0743_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0743
 OJ0743  HISTORY     - Date     Condition        Report By
 OJ0743  HISTORY     - 1979     MONUMENTED       NOS
 OJ0743  HISTORY     - 1980     GOOD             NOS
 OJ0743  HISTORY     - 19940718 GOOD             USPSQD
 OJ0743  HISTORY     - 20010811 GOOD             USPSQD
 OJ0743
 OJ0743                          STATION DESCRIPTION
 OJ0743
 OJ0743'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0743'THE STATION IS LOCATED ON A PROMINENT POINT OF LAND ON THE
 OJ0743'SHORELINE OF LAKE HURON ABOUT 3 MILES SOUTH OF FORESTER AND
 OJ0743'1.9 MILES NORTH OF PORT SANILAC.
 OJ0743'
 OJ0743'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 46 IN
 OJ0743'PORT SANILAC GO NORTH ON M 25 FOR 1.84 MILES TO ROAD ON RIGHT
 OJ0743'WITH RANCH TYPE ARCHWAY ENTRANCE.TURN RIGHT AND GO EAST FOR 0.2
 OJ0743'MILES TO HOUSE NUMBER 890 LAKESHORE (OWNER MR JOSEPH CONSOLMAGNO)
 OJ0743'STATION IS ON LAKESIDE OF HOUSE.
 OJ0743'
 OJ0743'THE STATION IS A STANDARD NOS DISK
 OJ0743'STAMPED---H 49 MI 79 1979---,
 OJ0743'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0743'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0743'164.9 FEET WEST FROM A 19 INCH POPLAR TREE,
 OJ0743'139.3 FEET NORTHEAST FROM A 17 INCH POPLAR TREE,
 OJ0743'90 FEET WEST FROM THE EXISTING SHORELINE,
 OJ0743'51.5 FEET SOUTHWEST FROM A WOOD (STATIONARY)BENCH
 OJ0743'10.1 FEET WEST FROM A NOS WITNESS POST SIGN ATTACHED TO A
 OJ0743'METAL FENCE POST.
 OJ0743'
 OJ0743'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.5 METERS.
 OJ0743'
 OJ0743'DESCRIBED BY T.D.KUCHCIAK
 OJ0743
 OJ0743                          STATION RECOVERY (1980)
 OJ0743
 OJ0743'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0743'THE STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL 1979
 OJ0743'DESCRIPTION.
 OJ0743'
 OJ0743'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.59 METERS.
 OJ0743'
 OJ0743'RECOVERED BY T KUCHCIAK.
 OJ0743
 OJ0743                          STATION RECOVERY (1994)
 OJ0743
 OJ0743'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0743'RECOVERED IN GOOD CONDITION.
 OJ0743
 OJ0743                          STATION RECOVERY (2001)
 OJ0743
 OJ0743'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0272 ***********************************************************************
 PK0272  DESIGNATION -  H 5 MI 79
 PK0272  PID         -  PK0272
 PK0272  STATE/COUNTY-  MI/HURON
 PK0272  USGS QUAD   -  HURON CITY (1970)
 PK0272
 PK0272                         *CURRENT SURVEY CONTROL
 PK0272  ___________________________________________________________________
 PK0272* NAD 83(1994)-  44 00 28.88641(N)    082 47 16.29691(W)     ADJUSTED  
 PK0272* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 PK0272  ___________________________________________________________________
 PK0272  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 PK0272  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0272
 PK0272  HORZ ORDER  -  THIRD
 PK0272
 PK0272.The horizontal coordinates were established by classical geodetic methods
 PK0272.and adjusted by the National Geodetic Survey in February 1997..
 PK0272
 PK0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0272
 PK0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0272
 PK0272.The geoid height was determined by GEOID03.
 PK0272
 PK0272;                    North         East     Units Scale Factor Converg.
 PK0272;SPC MI S     -   279,795.391 4,126,618.159   MT  1.00009948   +1 04 27.9
 PK0272;SPC MI S     -   917,963.88 13,538,773.49   iFT  1.00009948   +1 04 27.9
 PK0272;UTM  17      - 4,874,317.864   356,678.370   MT  0.99985264   -1 14 32.4
 PK0272
 PK0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0272!SPC MI S     -   0.99997509  x   1.00009948  =   1.00007457
 PK0272!UTM  17      -   0.99997509  x   0.99985264  =   0.99982774
 PK0272
 PK0272:                Primary Azimuth Mark                     Grid Az
 PK0272:SPC MI S     -  H 9 MI 79                                344 19 29.4
 PK0272:UTM  17      -  H 9 MI 79                                346 38 29.7
 PK0272
 PK0272|---------------------------------------------------------------------|
 PK0272| PID    Reference Object                     Distance      Geod. Az  |
 PK0272|                                                           dddmmss.s |
 PK0272| PK0277 H 9 MI 79                           APPROX. 1.7 KM 3452357.3 |
 PK0272| PK0276 POINTE AUX BARQUES LH               APPROX. 1.7 KM 3452720.6 |
 PK0272|---------------------------------------------------------------------|
 PK0272
 PK0272                          SUPERSEDED SURVEY CONTROL
 PK0272
 PK0272  NAD 83(1986)-  44 00 28.87151(N)    082 47 16.31907(W) AD(       ) 3
 PK0272  NAD 27      -  44 00 28.83983(N)    082 47 16.45022(W) AD(       ) 3
 PK0272  NGVD 29 (07/19/86)  194.1    (m)          637.     (f) VERT ANG       
 PK0272
 PK0272.Superseded values are not recommended for survey control.
 PK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0272.See file dsdata.txt to determine how the superseded data were derived.
 PK0272
 PK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5667874318(NAD 83)
 PK0272_MARKER: DD = SURVEY DISK
 PK0272_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PK0272_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0272
 PK0272  HISTORY     - Date     Condition        Report By
 PK0272  HISTORY     - 1979     MONUMENTED       NOS
 PK0272
 PK0272                          STATION DESCRIPTION
 PK0272
 PK0272'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0272'THE STATION IS LOCATED ABOUT 11 MILES EAST OF PORT AUSTIN ON THE
 PK0272'SOUTH SIDE OF HIGHWAY 25.
 PK0272'
 PK0272'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 25 AND 53 IN
 PK0272'PORT AUSTIN, GO 11.05 MILES EAST ON HIGHWAY 25 TO THE JUNCTION
 PK0272'OF LIGHTHOUSE ROAD TO THE NORTH AND MINDEN ROAD TO THE SOUTH.
 PK0272'
 PK0272'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 5 MI 79 1979---,
 PK0272'SECURED TO THE TOP OF A 1 X 30 INCH ALUMINUM ROD CEMENTED
 PK0272'IN THE GROUND, FLUSH.  IT IS 155 FEET SOUTH OF THE CENTER OF
 PK0272'HIGHWAY 25, 26 FEET EAST OF THE CENTER OF MINDEN ROAD, 101.3
 PK0272'FEET SOUTH OF A STOP SIGN, 12.7 FEET NORTH-NORTHWEST OF A
 PK0272'FENCE POST AT THE EAST END OF A FENCE.
 PK0272'
 PK0272'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 PK0272'
 PK0272'DESCRIBED BY J.D.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0050 ***********************************************************************
 OJ0050  DESIGNATION -  H 5 USLS
 OJ0050  PID         -  OJ0050
 OJ0050  STATE/COUNTY-  MI/ST CLAIR
 OJ0050  USGS QUAD   -  JEDDO (1976)
 OJ0050
 OJ0050                         *CURRENT SURVEY CONTROL
 OJ0050  ___________________________________________________________________
 OJ0050* NAD 83(1986)-  43 09 46.     (N)    082 30 14.     (W)     SCALED    
 OJ0050* NAVD 88     -       181.372  (meters)     595.05   (feet)  ADJUSTED  
 OJ0050  ___________________________________________________________________
 OJ0050  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0050  DYNAMIC HT  -         181.332 (meters)     594.92  (feet)  COMP
 OJ0050  MODELED GRAV-     980,394.3   (mgal)                       NAVD 88
 OJ0050
 OJ0050  VERT ORDER  -  FIRST     CLASS 0
 OJ0050
 OJ0050.The horizontal coordinates were scaled from a topographic map and have
 OJ0050.an estimated accuracy of +/- 6 seconds.
 OJ0050
 OJ0050.The orthometric height was determined by differential leveling
 OJ0050.and adjusted by the National Geodetic Survey in June 1991..
 OJ0050
 OJ0050.The geoid height was determined by GEOID03.
 OJ0050
 OJ0050.The dynamic height is computed by dividing the NAVD 88
 OJ0050.geopotential number by the normal gravity value computed on the
 OJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0050.degrees latitude (g = 980.6199 gals.).
 OJ0050
 OJ0050.The modeled gravity was interpolated from observed gravity values.
 OJ0050
 OJ0050;                    North         East    Units  Estimated Accuracy
 OJ0050;SPC MI S     -   186,370.    4,151,470.      MT  (+/- 180 meters Scaled)
 OJ0050
 OJ0050                          SUPERSEDED SURVEY CONTROL
 OJ0050
 OJ0050  NGVD 29 (??/??/??)  181.492  (m)          595.45   (f) ADJUSTED    1 0
 OJ0050
 OJ0050.Superseded values are not recommended for survey control.
 OJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0050.See file dsdata.txt to determine how the superseded data were derived.
 OJ0050
 OJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH777799(NAD 83)
 OJ0050_MARKER: DD = SURVEY DISK
 OJ0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0050_SP_SET: ABUTMENT
 OJ0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0050
 OJ0050  HISTORY     - Date     Condition        Report By
 OJ0050  HISTORY     - 1937     MONUMENTED       USLS
 OJ0050  HISTORY     - 1970     GOOD             USLS
 OJ0050  HISTORY     - 1980     GOOD             NGS
 OJ0050
 OJ0050                          STATION DESCRIPTION
 OJ0050
 OJ0050'DESCRIBED BY US LAKE SURVEY 1970
 OJ0050'7.8 MI S FROM LEXINGTON.
 OJ0050'H 5 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 7.8 MILES SOUTH OF
 OJ0050'INTERSECTION OF HURON AVE. AND MAIN STREET (U.S. 25), ON SOUTHEST
 OJ0050'END OF BRIDGE OVER BURCH CREEK, 34 FEET EAST OF CENTERLINE OF
 OJ0050'HIGHWAY U.S. 25, 0.5 FEET SOUTH OF NORTH EDGE AND 0.5 FEET
 OJ0050'WEST OF EAST EDGE OF BOTTOM TIER OF SOUTHEAST CONCRETE BRIDGE
 OJ0050'ABUTMENT, 1-1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER
 OJ0050'CROSS AT CENTER OF BRONZE DISC SET INTO TOP OF BOTTOM ABUTMENT
 OJ0050'TIER.  BM H 5 1937.
 OJ0050
 OJ0050                          STATION RECOVERY (1980)
 OJ0050
 OJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0050'5.6 KILOMETERS (3.5 MILES) NORTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0050'JUNCTION OF BURTCH ROAD I N LAKE PORT, SET IN THE NORTHEAST CORNER
 OJ0050'OF THE BOTTOM TIER OF THE EAST END OF THE SOUTH ABUTMENT OF THE
 OJ0050'BRIDGE OVER BURTCH CREEK, 10.4 METERS (34.0 FEET) EAST OF THE
 OJ0050'CENTER LINE OF THE HIGHWAY, 4.2 METER (13.8 FEET) EAST OF THE METAL
 OJ0050'GUARD RAIL ABUTTED TO THE BRIDGE
 OJ0050'THE MARK IS 2.1 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0709 ***********************************************************************
 RL0709  DESIGNATION -  H 50
 RL0709  PID         -  RL0709
 RL0709  STATE/COUNTY-  MI/ONTONAGON
 RL0709  USGS QUAD   -  
 RL0709
 RL0709                         *CURRENT SURVEY CONTROL
 RL0709  ___________________________________________________________________
 RL0709* NAD 83(1986)-  46 33 22.     (N)    089 23 59.     (W)     SCALED    
 RL0709* NAVD 88     -       378.692  (meters)    1242.43   (feet)  ADJUSTED  
 RL0709  ___________________________________________________________________
 RL0709  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 RL0709  DYNAMIC HT  -         378.708 (meters)    1242.48  (feet)  COMP
 RL0709  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 RL0709
 RL0709  VERT ORDER  -  FIRST     CLASS II
 RL0709
 RL0709.The horizontal coordinates were scaled from a topographic map and have
 RL0709.an estimated accuracy of +/- 6 seconds.
 RL0709
 RL0709.The orthometric height was determined by differential leveling
 RL0709.and adjusted by the National Geodetic Survey in June 1991..
 RL0709
 RL0709.The geoid height was determined by GEOID03.
 RL0709
 RL0709.The dynamic height is computed by dividing the NAVD 88
 RL0709.geopotential number by the normal gravity value computed on the
 RL0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0709.degrees latitude (g = 980.6199 gals.).
 RL0709
 RL0709.The modeled gravity was interpolated from observed gravity values.
 RL0709
 RL0709;                    North         East    Units  Estimated Accuracy
 RL0709;SPC MI N     -   199,820.    7,816,030.      MT  (+/- 180 meters Scaled)
 RL0709
 RL0709                          SUPERSEDED SURVEY CONTROL
 RL0709
 RL0709  NGVD 29 (??/??/92)  378.677  (m)         1242.38   (f) ADJ UNCH    1 2
 RL0709
 RL0709.Superseded values are not recommended for survey control.
 RL0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0709.See file dsdata.txt to determine how the superseded data were derived.
 RL0709
 RL0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS160586(NAD 83)
 RL0709_MARKER: DB = BENCH MARK DISK
 RL0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0709_STAMPING: H 50 1934
 RL0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0709+STABILITY: SURFACE MOTION
 RL0709
 RL0709  HISTORY     - Date     Condition        Report By
 RL0709  HISTORY     - 1934     MONUMENTED       CGS
 RL0709  HISTORY     - 1956     MARK NOT FOUND   NGS
 RL0709  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0709  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0709  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0709  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0709
 RL0709                          STATION DESCRIPTION
 RL0709
 RL0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RL0709'AT MATCHWOOD.
 RL0709'AT MATCHWOOD, ONTONAGON COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RL0709'ATLANTIC RAILROAD, 25.5 FEET SOUTH OF THE SOUTH RAIL, IN THE
 RL0709'SOUTHWEST ANGLE OF A GRAVEL-ROAD INTERSECTION, 45 FEET NORTH
 RL0709'OF THE CENTERLINE OF THE EAST-AND-WEST GRAVEL ROAD, 46 FEET WEST
 RL0709'OF THE CENTERLINE OF THE NORTH-AND-SOUTH GRAVEL ROAD, 28 FEET
 RL0709'EAST OF A POLE, 21 FEET NORTH OF A FENCE LINE, AND 1 FOOT LOWER
 RL0709'THAN THE TRACK.  A STANDARD DISK, STAMPED H 50 1934 AND SET IN
 RL0709'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RL0709
 RL0709                          STATION RECOVERY (1985)
 RL0709
 RL0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0709'MARK NOT FOUND.
 RL0709
 RL0709                          STATION RECOVERY (1996)
 RL0709
 RL0709'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0709'MARK NOT FOUND.
 RL0709
 RL0709                          STATION RECOVERY (2001)
 RL0709
 RL0709'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0709'MARK NOT FOUND.
 RL0709
 RL0709                          STATION RECOVERY (2004)
 RL0709
 RL0709'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0709'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0744 ***********************************************************************
 OJ0744  DESIGNATION -  H 50 MI 79
 OJ0744  PID         -  OJ0744
 OJ0744  STATE/COUNTY-  MI/SANILAC
 OJ0744  USGS QUAD   -  PORT SANILAC (1963)
 OJ0744
 OJ0744                         *CURRENT SURVEY CONTROL
 OJ0744  ___________________________________________________________________
 OJ0744* NAD 83(1994)-  43 28 44.88658(N)    082 33 18.71728(W)     ADJUSTED  
 OJ0744* NAVD 88     -       177.89   (+/-2cm)     583.6    (feet)  VERTCON   
 OJ0744  ___________________________________________________________________
 OJ0744  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 OJ0744  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OJ0744
 OJ0744  HORZ ORDER  -  SECOND
 OJ0744  VERT ORDER  -  THIRD ? (See Below)
 OJ0744
 OJ0744.The horizontal coordinates were established by classical geodetic methods
 OJ0744.and adjusted by the National Geodetic Survey in February 1997..
 OJ0744
 OJ0744.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0744.The vertical order pertains to the NGVD 29 superseded value.
 OJ0744
 OJ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0744
 OJ0744.The geoid height was determined by GEOID03.
 OJ0744
 OJ0744;                    North         East     Units Scale Factor Converg.
 OJ0744;SPC MI S     -   221,419.948 4,146,538.830   MT  0.99996062   +1 13 57.9
 OJ0744;SPC MI S     -   726,443.40 13,604,130.02   iFT  0.99996062   +1 13 57.9
 OJ0744;UTM  17      - 4,815,198.864   374,226.829   MT  0.99979458   -1 04 12.9
 OJ0744
 OJ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0744!SPC MI S     -   0.99997754  x   0.99996062  =   0.99993817
 OJ0744!UTM  17      -   0.99997754  x   0.99979458  =   0.99977213
 OJ0744
 OJ0744:                Primary Azimuth Mark                     Grid Az
 OJ0744:SPC MI S     -  H 51 MI                                  339 32 59.8
 OJ0744:UTM  17      -  H 51 MI                                  341 51 10.6
 OJ0744
 OJ0744|---------------------------------------------------------------------|
 OJ0744| PID    Reference Object                     Distance      Geod. Az  |
 OJ0744|                                                           dddmmss.s |
 OJ0744| OJ0891 H 51 MI                             APPROX. 2.8 KM 3404657.7 |
 OJ0744|---------------------------------------------------------------------|
 OJ0744
 OJ0744                          SUPERSEDED SURVEY CONTROL
 OJ0744
 OJ0744  NAD 83(1986)-  43 28 44.87376(N)    082 33 18.73883(W) AD(       ) 2
 OJ0744  NAD 27      -  43 28 44.78459(N)    082 33 19.00650(W) AD(       ) 2
 OJ0744  NGVD 29 (07/19/86)  178.01   (m)          584.0    (f) LEVELING    3  
 OJ0744
 OJ0744.Superseded values are not recommended for survey control.
 OJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0744.See file dsdata.txt to determine how the superseded data were derived.
 OJ0744
 OJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7422715199(NAD 83)
 OJ0744_MARKER: DE = TRAVERSE STATION DISK
 OJ0744_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0744+WITH SETTING: PAVEMENT
 OJ0744_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0744+STABILITY: SURFACE MOTION
 OJ0744
 OJ0744  HISTORY     - Date     Condition        Report By
 OJ0744  HISTORY     - 1979     MONUMENTED       NOS
 OJ0744  HISTORY     - 1980     GOOD             NOS
 OJ0744  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0744
 OJ0744                          STATION DESCRIPTION
 OJ0744
 OJ0744'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0744'THE STATION IS LOCATED ON LAKE HURON SHORELINE
 OJ0744'ABOUT 3.4 MILES NORTH OF PORT SANILAC AND 1.5 MILES SOUTH OF
 OJ0744'FORESTER.
 OJ0744'
 OJ0744'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M 46 IN
 OJ0744'PORT SANILAC GO NORTH ON M 25 FOR 3.45 MILES TO ROAD ON RIGHT
 OJ0744'LEADING TO MANOS POINT AND OWNERS RESIDENCE AT HOUSE NUMBER
 OJ0744'(1596 LAKESHORE)TURN RIGHT AND HEAD EAST FOR 0.3 MILES TO END
 OJ0744'OF ROAD AND AREA OF STATION.
 OJ0744'
 OJ0744'THE STATION IS A STANDARD NOS DISK
 OJ0744'STAMPED---H 50 MI 79 1979---,
 OJ0744'CEMENTED INTO A DRILL HOLE IN TOP OF A 12 INCH WIDE CONCRETE
 OJ0744'RETAINING WALL.
 OJ0744'IT IS LOCATED 46 FEET WEST FROM THE EXISTING SHORELINE,
 OJ0744'78.2 FEET SOUTHWEST FROM A CONCRETE WELL PIT COVER,
 OJ0744'40.8 FEET NORTH NORTHEAST FROM A 22 INCH POPLAR,
 OJ0744'34 FEET WEST FROM THE EAST END OF THE CONCRETE RETAINING WALL,
 OJ0744'AND 18.5 FEET EAST FROM A NOS WITNESS POST SIGN NAILED TO A 18
 OJ0744'INCH POPLAR TREE.
 OJ0744'
 OJ0744'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0744'
 OJ0744'DESCRIBED BY B.A.LINK
 OJ0744
 OJ0744                          STATION RECOVERY (1980)
 OJ0744
 OJ0744'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0744'THE STATION WAS RECOVERED AS DESCRIBED IN ORIGINAL 1979
 OJ0744'DESCRIPTION.
 OJ0744'
 OJ0744'HEIGHT OF LIGHT ABOVE STATION WAS 1.52 METERS.
 OJ0744'
 OJ0744'RECOVERED BY T KUCHCIAK.
 OJ0744
 OJ0744                          STATION RECOVERY (1994)
 OJ0744
 OJ0744'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0744'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0366 ***********************************************************************
 RJ0366  DESIGNATION -  H 51
 RJ0366  PID         -  RJ0366
 RJ0366  STATE/COUNTY-  MI/CHIPPEWA
 RJ0366  USGS QUAD   -  TROUT LAKE (1964)
 RJ0366
 RJ0366                         *CURRENT SURVEY CONTROL
 RJ0366  ___________________________________________________________________
 RJ0366* NAD 83(1986)-  46 13 09.     (N)    085 04 54.     (W)     SCALED    
 RJ0366* NAVD 88     -       259.512  (meters)     851.42   (feet)  ADJUSTED  
 RJ0366  ___________________________________________________________________
 RJ0366  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RJ0366  DYNAMIC HT  -         259.529 (meters)     851.47  (feet)  COMP
 RJ0366  MODELED GRAV-     980,672.7   (mgal)                       NAVD 88
 RJ0366
 RJ0366  VERT ORDER  -  FIRST     CLASS II
 RJ0366
 RJ0366.The horizontal coordinates were scaled from a topographic map and have
 RJ0366.an estimated accuracy of +/- 6 seconds.
 RJ0366
 RJ0366.The orthometric height was determined by differential leveling
 RJ0366.and adjusted by the National Geodetic Survey in June 1991..
 RJ0366
 RJ0366.The geoid height was determined by GEOID03.
 RJ0366
 RJ0366.The dynamic height is computed by dividing the NAVD 88
 RJ0366.geopotential number by the normal gravity value computed on the
 RJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0366.degrees latitude (g = 980.6199 gals.).
 RJ0366
 RJ0366.The modeled gravity was interpolated from observed gravity values.
 RJ0366
 RJ0366;                    North         East    Units  Estimated Accuracy
 RJ0366;SPC MI N     -   161,380.    8,147,980.      MT  (+/- 180 meters Scaled)
 RJ0366
 RJ0366                          SUPERSEDED SURVEY CONTROL
 RJ0366
 RJ0366  NGVD 29 (??/??/92)  259.502  (m)          851.38   (f) ADJ UNCH    1 2
 RJ0366
 RJ0366.Superseded values are not recommended for survey control.
 RJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0366.See file dsdata.txt to determine how the superseded data were derived.
 RJ0366
 RJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS479201(NAD 83)
 RJ0366_MARKER: DB = BENCH MARK DISK
 RJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0366_STAMPING: H 51 1934
 RJ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0366+STABILITY: SURFACE MOTION
 RJ0366
 RJ0366  HISTORY     - Date     Condition        Report By
 RJ0366  HISTORY     - 1934     MONUMENTED       CGS
 RJ0366
 RJ0366                          STATION DESCRIPTION
 RJ0366
 RJ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0366'3.3 MI NW FROM TROUT LAKE.
 RJ0366'3.3 MILES NORTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0366'RAILWAY FROM TROUT LAKE, CHIPPEWA COUNTY, 3 FEET WEST OF
 RJ0366'MILEPOST 31, 30 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 RJ0366'AND 20 FEET SOUTHWEST OF POLE 1304.  A STANDARD DISK, STAMPED
 RJ0366'H 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 RJ0366'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0891 ***********************************************************************
 OJ0891  DESIGNATION -  H 51 MI
 OJ0891  PID         -  OJ0891
 OJ0891  STATE/COUNTY-  MI/SANILAC
 OJ0891  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0891
 OJ0891                         *CURRENT SURVEY CONTROL
 OJ0891  ___________________________________________________________________
 OJ0891* NAD 83(1994)-  43 30 09.88846(N)    082 33 59.42296(W)     ADJUSTED  
 OJ0891* NAVD 88     -       180.69   (+/-2cm)     592.8    (feet)  VERTCON   
 OJ0891  ___________________________________________________________________
 OJ0891  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 OJ0891  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OJ0891
 OJ0891  HORZ ORDER  -  SECOND
 OJ0891  VERT ORDER  -  THIRD ? (See Below)
 OJ0891
 OJ0891.The horizontal coordinates were established by classical geodetic methods
 OJ0891.and adjusted by the National Geodetic Survey in February 1997..
 OJ0891
 OJ0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0891.The vertical order pertains to the NGVD 29 superseded value.
 OJ0891
 OJ0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0891
 OJ0891.The geoid height was determined by GEOID03.
 OJ0891
 OJ0891;                    North         East     Units Scale Factor Converg.
 OJ0891;SPC MI S     -   224,022.939 4,145,568.195   MT  0.99996498   +1 13 30.2
 OJ0891;SPC MI S     -   734,983.40 13,600,945.52   iFT  0.99996498   +1 13 30.2
 OJ0891;UTM  17      - 4,817,838.320   373,361.734   MT  0.99979727   -1 04 42.6
 OJ0891
 OJ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0891!SPC MI S     -   0.99997711  x   0.99996498  =   0.99994209
 OJ0891!UTM  17      -   0.99997711  x   0.99979727  =   0.99977438
 OJ0891
 OJ0891:                Primary Azimuth Mark                     Grid Az
 OJ0891:SPC MI S     -  H 52 MI                                  343 14 30.8
 OJ0891:UTM  17      -  H 52 MI                                  345 32 43.6
 OJ0891
 OJ0891|---------------------------------------------------------------------|
 OJ0891| PID    Reference Object                     Distance      Geod. Az  |
 OJ0891|                                                           dddmmss.s |
 OJ0891| OJ0892 H 52 MI                             APPROX. 1.5 KM 3442801.0 |
 OJ0891|---------------------------------------------------------------------|
 OJ0891
 OJ0891                          SUPERSEDED SURVEY CONTROL
 OJ0891
 OJ0891  NAD 83(1986)-  43 30 09.87564(N)    082 33 59.44440(W) AD(       ) 2
 OJ0891  NAD 27      -  43 30 09.78889(N)    082 33 59.71414(W) AD(       ) 2
 OJ0891  NGVD 29 (07/19/86)  180.81   (m)          593.2    (f) LEVELING    3  
 OJ0891
 OJ0891.Superseded values are not recommended for survey control.
 OJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0891.See file dsdata.txt to determine how the superseded data were derived.
 OJ0891
 OJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7336217838(NAD 83)
 OJ0891_MARKER: DD = SURVEY DISK
 OJ0891_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0891_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0891
 OJ0891  HISTORY     - Date     Condition        Report By
 OJ0891  HISTORY     - 1980     MONUMENTED       NOS
 OJ0891  HISTORY     - 19940718 GOOD             USPSQD
 OJ0891  HISTORY     - 20010811 GOOD             USPSQD
 OJ0891
 OJ0891                          STATION DESCRIPTION
 OJ0891
 OJ0891'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0891'THE STATION IS LOCATED IN FORESTER, APPROXIMATELY 8
 OJ0891'KILOMETERS SOUTH OF RICHMONDVILLE AND 8 KILOMETERS NORTH OF
 OJ0891'PORT SANILAC ON THE LAKE HURON SHORELINE.
 OJ0891'
 OJ0891'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0891'FORESTER ROAD IN FORESTER GO NORTH ON HIGHWAY M25 FOR 0.4
 OJ0891'KILOMETERS TO A DIRT ROAD ON THE RIGHT WHICH IS THE FIRST
 OJ0891'ROAD SOUTH OF THE CEMETARY.  TURN RIGHT ON THE DIRT ROAD
 OJ0891'AND GO 0.2 KILOMETERS FOLLOWING THE CURVE TO THE RIGHT TO
 OJ0891'THE GATE OF THE FIRST DRIVEWAY ON THE LEFT.  WALK TO THE
 OJ0891'SHORELINE AND THE VICINITY OF THE STATION.
 OJ0891'
 OJ0891'THE STATION IS A STANDARD NOS DISK
 OJ0891'STAMPED---H 51 MI 1980---,
 OJ0891'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0891'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0891'133 METERS (435 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 OJ0891'THE CEMETARY FENCE.
 OJ0891'54.93 METERS (180.2 FT) NORTH FROM THE NORTH FACE OF AN OLD LOG
 OJ0891'CABIN.
 OJ0891'10.67 METERS (35.0 FT) EAST FROM A NOS WITNESS POST SIGN ON THE EAST
 OJ0891'FACE OF A 0.3 METER SPRUCE.
 OJ0891'10.42 METERS (34.2 FT) SOUTHWEST FROM A PK NAIL IN THE
 OJ0891'SOUTH SIDE OF A 0.4 METER POPLAR.
 OJ0891'2.68 METERS (8.8 FT) WEST FROM A PK NAIL IN THE NORTH SIDE
 OJ0891'OF A 0.5 METER POPLAR.
 OJ0891'
 OJ0891'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.40 METERS.
 OJ0891'
 OJ0891'DESCRIBED BY T. KUCHCIAK.
 OJ0891
 OJ0891                          STATION RECOVERY (1994)
 OJ0891
 OJ0891'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0891'RECOVERED IN GOOD CONDITION.
 OJ0891
 OJ0891                          STATION RECOVERY (2001)
 OJ0891
 OJ0891'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 OJ0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0892 ***********************************************************************
 OJ0892  DESIGNATION -  H 52 MI
 OJ0892  PID         -  OJ0892
 OJ0892  STATE/COUNTY-  MI/SANILAC
 OJ0892  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0892
 OJ0892                         *CURRENT SURVEY CONTROL
 OJ0892  ___________________________________________________________________
 OJ0892* NAD 83(1994)-  43 30 58.11270(N)    082 34 17.84111(W)     ADJUSTED  
 OJ0892* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 OJ0892  ___________________________________________________________________
 OJ0892  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OJ0892  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 OJ0892
 OJ0892  HORZ ORDER  -  SECOND
 OJ0892
 OJ0892.The horizontal coordinates were established by classical geodetic methods
 OJ0892.and adjusted by the National Geodetic Survey in February 1997..
 OJ0892
 OJ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0892
 OJ0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0892
 OJ0892.The geoid height was determined by GEOID03.
 OJ0892
 OJ0892;                    North         East     Units Scale Factor Converg.
 OJ0892;SPC MI S     -   225,502.007 4,145,122.817   MT  0.99996754   +1 13 17.7
 OJ0892;SPC MI S     -   739,835.98 13,599,484.31   iFT  0.99996754   +1 13 17.7
 OJ0892;UTM  17      - 4,819,333.843   372,976.235   MT  0.99979847   -1 04 56.3
 OJ0892
 OJ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0892!SPC MI S     -   0.99997765  x   0.99996754  =   0.99994519
 OJ0892!UTM  17      -   0.99997765  x   0.99979847  =   0.99977612
 OJ0892
 OJ0892:                Primary Azimuth Mark                     Grid Az
 OJ0892:SPC MI S     -  H 53 MI                                  343 58 52.4
 OJ0892:UTM  17      -  H 53 MI                                  346 17 06.4
 OJ0892
 OJ0892|---------------------------------------------------------------------|
 OJ0892| PID    Reference Object                     Distance      Geod. Az  |
 OJ0892|                                                           dddmmss.s |
 OJ0892| OJ0893 H 53 MI                             APPROX. 4.3 KM 3451210.1 |
 OJ0892|---------------------------------------------------------------------|
 OJ0892
 OJ0892                          SUPERSEDED SURVEY CONTROL
 OJ0892
 OJ0892  NAD 83(1986)-  43 30 58.09983(N)    082 34 17.86277(W) AD(       ) 2
 OJ0892  NAD 27      -  43 30 58.01572(N)    082 34 18.13342(W) AD(       ) 2
 OJ0892  NGVD 29 (07/19/86)  177.4    (m)          582.     (f) VERT ANG       
 OJ0892
 OJ0892.Superseded values are not recommended for survey control.
 OJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0892.See file dsdata.txt to determine how the superseded data were derived.
 OJ0892
 OJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7297619334(NAD 83)
 OJ0892_MARKER: DD = SURVEY DISK
 OJ0892_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0892+WITH SETTING: PAVEMENT
 OJ0892_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0892+STABILITY: SURFACE MOTION
 OJ0892
 OJ0892  HISTORY     - Date     Condition        Report By
 OJ0892  HISTORY     - 1980     MONUMENTED       NOS
 OJ0892  HISTORY     - 19940718 GOOD             USPSQD
 OJ0892  HISTORY     - 20010811 GOOD             USPSQD
 OJ0892
 OJ0892                          STATION DESCRIPTION
 OJ0892
 OJ0892'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0892'THE STATION IS LOCATED 1.6
 OJ0892'KILOMETERS NORTH OF FORESTER AND 6.4 KILOMETERS SOUTH OF
 OJ0892'RICHMONDVILLE ON THE LAKE HURON SHORELINE.
 OJ0892'
 OJ0892'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0892'FORESTER ROAD IN FORESTER GO NORTH ON HIGHWAY M25 FOR 2.1 KILOMETERS
 OJ0892'TO DOWNINGTON ROAD.  TURN RIGHT ON DOWNINGTON ROAD AND GO 0.3
 OJ0892'KILOMETERS TO A RIGHT BEND IN THE ROAD.  FOLLOW THE RIGHT BEND
 OJ0892'AND CONTINUE FOR 0.1 KILOMETERS TO 2970 DOWNINGTON ROAD.
 OJ0892'WALK TO THE SHORELINE TO A CEMENT
 OJ0892'BLOCK BOATHOUSE WITH A CONCRETE DOCK AND THE STATION.
 OJ0892'
 OJ0892'THE STATION IS A STANDARD NOS DISK
 OJ0892'STAMPED---H 52 MI 1980---,
 OJ0892'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE DOCK
 OJ0892'AND FLUSH WITH THE DOCK.  IT IS LOCATED
 OJ0892'5.91 METERS (19.4 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 OJ0892'BOATHOUSE.
 OJ0892'5.67 METERS (18.6 FT) NORTHEAST FROM THE SOUTHEAST
 OJ0892'CORNER OF THE BOATHOUSE.
 OJ0892'3.87 METERS (12.7 FT) WEST FROM THE EAST END OF THE DOCK.
 OJ0892'
 OJ0892'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.59 METERS.
 OJ0892'
 OJ0892'DESCRIBED BY T. KUCHCIAK.
 OJ0892
 OJ0892                          STATION RECOVERY (1994)
 OJ0892
 OJ0892'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0892'RECOVERED IN GOOD CONDITION.
 OJ0892
 OJ0892                          STATION RECOVERY (2001)
 OJ0892
 OJ0892'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 OJ0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0347 ***********************************************************************
 RJ0347  DESIGNATION -  H 53
 RJ0347  PID         -  RJ0347
 RJ0347  STATE/COUNTY-  MI/MACKINAC
 RJ0347  USGS QUAD   -  REXTON (1975)
 RJ0347
 RJ0347                         *CURRENT SURVEY CONTROL
 RJ0347  ___________________________________________________________________
 RJ0347* NAD 83(1986)-  46 10 22.     (N)    085 09 24.     (W)     SCALED    
 RJ0347* NAVD 88     -       261.763  (meters)     858.80   (feet)  ADJUSTED  
 RJ0347  ___________________________________________________________________
 RJ0347  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 RJ0347  DYNAMIC HT  -         261.779 (meters)     858.85  (feet)  COMP
 RJ0347  MODELED GRAV-     980,671.2   (mgal)                       NAVD 88
 RJ0347
 RJ0347  VERT ORDER  -  SECOND    CLASS 0
 RJ0347
 RJ0347.The horizontal coordinates were scaled from a topographic map and have
 RJ0347.an estimated accuracy of +/- 6 seconds.
 RJ0347
 RJ0347.The orthometric height was determined by differential leveling
 RJ0347.and adjusted by the National Geodetic Survey in June 1991..
 RJ0347
 RJ0347.The geoid height was determined by GEOID03.
 RJ0347
 RJ0347.The dynamic height is computed by dividing the NAVD 88
 RJ0347.geopotential number by the normal gravity value computed on the
 RJ0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0347.degrees latitude (g = 980.6199 gals.).
 RJ0347
 RJ0347.The modeled gravity was interpolated from observed gravity values.
 RJ0347
 RJ0347;                    North         East    Units  Estimated Accuracy
 RJ0347;SPC MI N     -   156,080.    8,142,320.      MT  (+/- 180 meters Scaled)
 RJ0347
 RJ0347                          SUPERSEDED SURVEY CONTROL
 RJ0347
 RJ0347  NGVD 29 (??/??/92)  261.746  (m)          858.75   (f) ADJ UNCH    2 0
 RJ0347
 RJ0347.Superseded values are not recommended for survey control.
 RJ0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0347.See file dsdata.txt to determine how the superseded data were derived.
 RJ0347
 RJ0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS422148(NAD 83)
 RJ0347_MARKER: DB = BENCH MARK DISK
 RJ0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0347_STAMPING: H 53 1934
 RJ0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0347+STABILITY: SURFACE MOTION
 RJ0347
 RJ0347  HISTORY     - Date     Condition        Report By
 RJ0347  HISTORY     - 1934     MONUMENTED       CGS
 RJ0347  HISTORY     - 1938     GOOD             NGS
 RJ0347  HISTORY     - 1964     MARK NOT FOUND   USGS
 RJ0347  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0347
 RJ0347                          STATION DESCRIPTION
 RJ0347
 RJ0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0347'4.1 MI E FROM REXTON.
 RJ0347'4.1 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0347'MARIE RAILWAY FROM THE STATION AT REXTON, MACKINAC COUNTY, 30
 RJ0347'FEET WEST OF MILEPOST 443, AT A ROAD CROSSING, 45 FEET WEST
 RJ0347'OF THE ROAD, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 RJ0347'6 FEET SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED H 53 1934
 RJ0347'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 RJ0347'ABOVE GROUND.  NOTE-- NEW GRADING WAS DONE ALONG RAILROAD IN
 RJ0347'THIS AREA.
 RJ0347
 RJ0347                          STATION RECOVERY (1964)
 RJ0347
 RJ0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RJ0347'MARK NOT FOUND.
 RJ0347
 RJ0347                          STATION RECOVERY (1995)
 RJ0347
 RJ0347'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0893 ***********************************************************************
 OJ0893  DESIGNATION -  H 53 MI
 OJ0893  PID         -  OJ0893
 OJ0893  STATE/COUNTY-  MI/SANILAC
 OJ0893  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0893
 OJ0893                         *CURRENT SURVEY CONTROL
 OJ0893  ___________________________________________________________________
 OJ0893* NAD 83(1994)-  43 33 11.82576(N)    082 35 06.40725(W)     ADJUSTED  
 OJ0893* NAVD 88     -       177.31   (+/-2cm)     581.7    (feet)  VERTCON   
 OJ0893  ___________________________________________________________________
 OJ0893  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 OJ0893  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OJ0893
 OJ0893  HORZ ORDER  -  SECOND
 OJ0893  VERT ORDER  -  THIRD ? (See Below)
 OJ0893
 OJ0893.The horizontal coordinates were established by classical geodetic methods
 OJ0893.and adjusted by the National Geodetic Survey in February 1997..
 OJ0893
 OJ0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0893.The vertical order pertains to the NGVD 29 superseded value.
 OJ0893
 OJ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0893
 OJ0893.The geoid height was determined by GEOID03.
 OJ0893
 OJ0893;                    North         East     Units Scale Factor Converg.
 OJ0893;SPC MI S     -   229,604.449 4,143,945.002   MT  0.99997490   +1 12 44.6
 OJ0893;SPC MI S     -   753,295.44 13,595,620.09   iFT  0.99997490   +1 12 44.6
 OJ0893;UTM  17      - 4,823,479.615   371,964.493   MT  0.99980164   -1 05 32.4
 OJ0893
 OJ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0893!SPC MI S     -   0.99997765  x   0.99997490  =   0.99995255
 OJ0893!UTM  17      -   0.99997765  x   0.99980164  =   0.99977930
 OJ0893
 OJ0893:                Primary Azimuth Mark                     Grid Az
 OJ0893:SPC MI S     -  H 54 MI                                  347 11 07.1
 OJ0893:UTM  17      -  H 54 MI                                  349 29 24.1
 OJ0893
 OJ0893|---------------------------------------------------------------------|
 OJ0893| PID    Reference Object                     Distance      Geod. Az  |
 OJ0893|                                                           dddmmss.s |
 OJ0893| OJ0894 H 54 MI                             APPROX. 2.8 KM 3482351.7 |
 OJ0893|---------------------------------------------------------------------|
 OJ0893
 OJ0893                          SUPERSEDED SURVEY CONTROL
 OJ0893
 OJ0893  NAD 83(1986)-  43 33 11.81256(N)    082 35 06.43033(W) AD(       ) 2
 OJ0893  NAD 27      -  43 33 11.73192(N)    082 35 06.69974(W) AD(       ) 2
 OJ0893  NGVD 29 (07/19/86)  177.43   (m)          582.1    (f) LEVELING    3  
 OJ0893
 OJ0893.Superseded values are not recommended for survey control.
 OJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0893.See file dsdata.txt to determine how the superseded data were derived.
 OJ0893
 OJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7196423480(NAD 83)
 OJ0893_MARKER: DD = SURVEY DISK
 OJ0893_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0893_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0893
 OJ0893  HISTORY     - Date     Condition        Report By
 OJ0893  HISTORY     - 1980     MONUMENTED       NOS
 OJ0893  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0893
 OJ0893                          STATION DESCRIPTION
 OJ0893
 OJ0893'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0893'THE STATION IS LOCATED 2.3
 OJ0893'KILOMETERS SOUTH OF RICHMONDVILLE AND 1.6 KILOMETERS NORTH OF FORESTER
 OJ0893'ON THE LAKE HURON
 OJ0893'SHORELINE JUST SOUTH OF A SMALL SEASONAL STREAM.
 OJ0893'
 OJ0893'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0893'RICHMONDVILLE ROAD IN RICHMONDVILLE GO SOUTH ON HIGHWAY M25
 OJ0893'FOR 2.3 KILOMETERS TO THE FIRST DRIVEWAY SOUTH OF THE WAYSIDE
 OJ0893'INN.  TURN LEFT AND GO 0.2 KILOMETERS EAST TO THE CHARLES B.
 OJ0893'ASHBY RESIDENCE.  CONTINUE ON A FOOTPATH EAST AND NORTH ALONG
 OJ0893'THE SHORELINE TO THE SEASONAL STREAM AND THE STATION.
 OJ0893'
 OJ0893'THE STATION IS A STANDARD NOS DISK
 OJ0893'STAMPED---H 53 MI 1980---,
 OJ0893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0893'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0893'11.7 METERS (38.5 FT) NORTH FROM AN EXTENSION OF THE
 OJ0893'FOOTPATH.
 OJ0893'08 METERS (25 FT) WEST FROM THE SHORELINE.
 OJ0893'5.94 METERS (19.5 FT) EAST FROM A PK NAIL IN THE SOUTH SIDE OF
 OJ0893'A 0.3 METER POPLAR.
 OJ0893'5.88 METERS (19.3 FT) SOUTHEAST FROM A STANDARD NOS WITNESS
 OJ0893'POST SIGN.
 OJ0893'
 OJ0893'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.65 METERS.
 OJ0893'
 OJ0893'DESCRIBED BY T. KUCHCIAK.
 OJ0893
 OJ0893                          STATION RECOVERY (1994)
 OJ0893
 OJ0893'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0893'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0463 ***********************************************************************
 RJ0463  DESIGNATION -  H 54
 RJ0463  PID         -  RJ0463
 RJ0463  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0463  USGS QUAD   -  BLANEY PARK (1972)
 RJ0463
 RJ0463                         *CURRENT SURVEY CONTROL
 RJ0463  ___________________________________________________________________
 RJ0463* NAD 83(1986)-  46 00 17.     (N)    085 58 09.     (W)     SCALED    
 RJ0463* NAVD 88     -       189.414  (meters)     621.44   (feet)  ADJUSTED  
 RJ0463  ___________________________________________________________________
 RJ0463  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 RJ0463  DYNAMIC HT  -         189.422 (meters)     621.46  (feet)  COMP
 RJ0463  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 RJ0463
 RJ0463  VERT ORDER  -  SECOND    CLASS 0
 RJ0463
 RJ0463.The horizontal coordinates were scaled from a topographic map and have
 RJ0463.an estimated accuracy of +/- 6 seconds.
 RJ0463
 RJ0463.The orthometric height was determined by differential leveling
 RJ0463.and adjusted by the National Geodetic Survey in June 1991..
 RJ0463
 RJ0463.The geoid height was determined by GEOID03.
 RJ0463
 RJ0463.The dynamic height is computed by dividing the NAVD 88
 RJ0463.geopotential number by the normal gravity value computed on the
 RJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0463.degrees latitude (g = 980.6199 gals.).
 RJ0463
 RJ0463.The modeled gravity was interpolated from observed gravity values.
 RJ0463
 RJ0463;                    North         East    Units  Estimated Accuracy
 RJ0463;SPC MI N     -   136,270.    8,079,840.      MT  (+/- 180 meters Scaled)
 RJ0463
 RJ0463                          SUPERSEDED SURVEY CONTROL
 RJ0463
 RJ0463  NGVD 29 (??/??/92)  189.391  (m)          621.36   (f) ADJ UNCH    2 0
 RJ0463
 RJ0463.Superseded values are not recommended for survey control.
 RJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0463.See file dsdata.txt to determine how the superseded data were derived.
 RJ0463
 RJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER798950(NAD 83)
 RJ0463_MARKER: DB = BENCH MARK DISK
 RJ0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0463_STAMPING: H 54 1934
 RJ0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0463+STABILITY: SURFACE MOTION
 RJ0463
 RJ0463  HISTORY     - Date     Condition        Report By
 RJ0463  HISTORY     - 1934     MONUMENTED       CGS
 RJ0463  HISTORY     - 1938     GOOD             NGS
 RJ0463
 RJ0463                          STATION DESCRIPTION
 RJ0463
 RJ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0463'2.5 MI E FROM GULLIVER.
 RJ0463'2.5 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0463'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 RJ0463'95 FEET EAST OF MILEPOST 401, 67 YARDS SOUTH OF THE CENTERLINE
 RJ0463'OF A GRAVEL ROAD, AND 27 FEET NORTH OF THE CENTERLINE OF THE
 RJ0463'MAIN TRACK.  A STANDARD DISK, STAMPED H 54 1934 AND SET IN
 RJ0463'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0894 ***********************************************************************
 OJ0894  DESIGNATION -  H 54 MI
 OJ0894  PID         -  OJ0894
 OJ0894  STATE/COUNTY-  MI/SANILAC
 OJ0894  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0894
 OJ0894                         *CURRENT SURVEY CONTROL
 OJ0894  ___________________________________________________________________
 OJ0894* NAD 83(1994)-  43 34 41.21213(N)    082 35 31.65118(W)     ADJUSTED  
 OJ0894* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 OJ0894  ___________________________________________________________________
 OJ0894  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OJ0894  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OJ0894
 OJ0894  HORZ ORDER  -  SECOND
 OJ0894
 OJ0894.The horizontal coordinates were established by classical geodetic methods
 OJ0894.and adjusted by the National Geodetic Survey in February 1997..
 OJ0894
 OJ0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0894
 OJ0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0894
 OJ0894.The geoid height was determined by GEOID03.
 OJ0894
 OJ0894;                    North         East     Units Scale Factor Converg.
 OJ0894;SPC MI S     -   232,350.465 4,143,320.379   MT  0.99998006   +1 12 27.5
 OJ0894;SPC MI S     -   762,304.68 13,593,570.80   iFT  0.99998006   +1 12 27.5
 OJ0894;UTM  17      - 4,826,248.046   371,450.908   MT  0.99980326   -1 05 51.6
 OJ0894
 OJ0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0894!SPC MI S     -   0.99997771  x   0.99998006  =   0.99995777
 OJ0894!UTM  17      -   0.99997771  x   0.99980326  =   0.99978097
 OJ0894
 OJ0894:                Primary Azimuth Mark                     Grid Az
 OJ0894:SPC MI S     -  H 55 MI                                  353 23 54.9
 OJ0894:UTM  17      -  H 55 MI                                  355 42 14.0
 OJ0894
 OJ0894|---------------------------------------------------------------------|
 OJ0894| PID    Reference Object                     Distance      Geod. Az  |
 OJ0894|                                                           dddmmss.s |
 OJ0894| OJ0895 H 55 MI                             APPROX. 4.1 KM 3543622.4 |
 OJ0894|---------------------------------------------------------------------|
 OJ0894
 OJ0894                          SUPERSEDED SURVEY CONTROL
 OJ0894
 OJ0894  NAD 83(1986)-  43 34 41.19883(N)    082 35 31.67485(W) AD(       ) 2
 OJ0894  NAD 27      -  43 34 41.12108(N)    082 35 31.94515(W) AD(       ) 2
 OJ0894  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 OJ0894
 OJ0894.Superseded values are not recommended for survey control.
 OJ0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0894.See file dsdata.txt to determine how the superseded data were derived.
 OJ0894
 OJ0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7145126248(NAD 83)
 OJ0894_MARKER: DD = SURVEY DISK
 OJ0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0894_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0894+STABILITY: SURFACE MOTION
 OJ0894
 OJ0894  HISTORY     - Date     Condition        Report By
 OJ0894  HISTORY     - 1980     MONUMENTED       NOS
 OJ0894  HISTORY     - 19940718 GOOD             USPSQD
 OJ0894  HISTORY     - 20010811 GOOD             USPSQD
 OJ0894
 OJ0894                          STATION DESCRIPTION
 OJ0894
 OJ0894'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0894'THE STATION IS LOCATED IN THE NORTHERLY LIMITS OF RICHMONDVILLE
 OJ0894'APPROXIMATELY 9.0 KILOMETERS SOUTH OF FORESTVILLE ON THE LAKE
 OJ0894'HURON SHORELINE.
 OJ0894'
 OJ0894'TO REACH THE STATION FROM THE JUNCTION OF RICHMONDVILLE ROAD
 OJ0894'AND HIGHWAY M25 IN RICHMONDVILLE GO NORTH ON HIGHWAY M25 FOR
 OJ0894'0.6 KILOMETERS TO 5200 LAKESHORE ROAD.  TURN RIGHT INTO THE
 OJ0894'DRIVEWAY CALLED COOKIES ACRES AND GO 0.2 KILOMETERS TO THE END
 OJ0894'OF THE DRIVEWAY AND TO THE STAIRWAY AT THE TOP OF THE
 OJ0894'BLUFF.  WALK DOWN STEPS TO SHORELINE AND THE VICINITY OF THE
 OJ0894'STATION.
 OJ0894'
 OJ0894'THE STATION IS A STANDARD NOS DISK
 OJ0894'STAMPED---H 54 MI 1980---,
 OJ0894'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM IN DIAMETER
 OJ0894'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0894'23.43 METERS (76.9 FT) SOUTH FROM A REDEYE ON THE SOUTH
 OJ0894'OF THE STAIRWAY.
 OJ0894'4.62 METERS (15.2 FT) EAST FROM A NOS WITNESS POST SIGN.
 OJ0894'0.20 METERS (0.6 FT) WEST FROM A 1 BY 2 METER
 OJ0894'BROWN BOULDER.
 OJ0894'
 OJ0894'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.54 METERS.
 OJ0894'
 OJ0894'DESCRIBED BY T. KUCHCIAK.
 OJ0894
 OJ0894                          STATION RECOVERY (1994)
 OJ0894
 OJ0894'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0894'RECOVERED IN GOOD CONDITION.
 OJ0894
 OJ0894                          STATION RECOVERY (2001)
 OJ0894
 OJ0894'RECOVERY NOTE BY US POWER SQUADRON 2001 (EB)
 OJ0894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0068 ***********************************************************************
 RK0068  DESIGNATION -  H 55
 RK0068  PID         -  RK0068
 RK0068  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0068  USGS QUAD   -  
 RK0068
 RK0068                         *CURRENT SURVEY CONTROL
 RK0068  ___________________________________________________________________
 RK0068* NAD 83(1986)-  46 17 32.     (N)    086 26 44.     (W)     SCALED    
 RK0068* NAVD 88     -       254.906  (meters)     836.30   (feet)  ADJUSTED  
 RK0068  ___________________________________________________________________
 RK0068  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 RK0068  DYNAMIC HT  -         254.924 (meters)     836.36  (feet)  COMP
 RK0068  MODELED GRAV-     980,679.5   (mgal)                       NAVD 88
 RK0068
 RK0068  VERT ORDER  -  SECOND    CLASS 0
 RK0068
 RK0068.The horizontal coordinates were scaled from a topographic map and have
 RK0068.an estimated accuracy of +/- 6 seconds.
 RK0068
 RK0068.The orthometric height was determined by differential leveling
 RK0068.and adjusted by the National Geodetic Survey in June 1991..
 RK0068
 RK0068.The geoid height was determined by GEOID03.
 RK0068
 RK0068.The dynamic height is computed by dividing the NAVD 88
 RK0068.geopotential number by the normal gravity value computed on the
 RK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0068.degrees latitude (g = 980.6199 gals.).
 RK0068
 RK0068.The modeled gravity was interpolated from observed gravity values.
 RK0068
 RK0068;                    North         East    Units  Estimated Accuracy
 RK0068;SPC MI N     -   167,850.    8,042,720.      MT  (+/- 180 meters Scaled)
 RK0068
 RK0068                          SUPERSEDED SURVEY CONTROL
 RK0068
 RK0068  NGVD 29 (??/??/92)  254.873  (m)          836.20   (f) ADJ UNCH    2 0
 RK0068
 RK0068.Superseded values are not recommended for survey control.
 RK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0068.See file dsdata.txt to determine how the superseded data were derived.
 RK0068
 RK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES427266(NAD 83)
 RK0068_MARKER: DB = BENCH MARK DISK
 RK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0068_STAMPING: H 55 1934
 RK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0068+STABILITY: SURFACE MOTION
 RK0068
 RK0068  HISTORY     - Date     Condition        Report By
 RK0068  HISTORY     - 1934     MONUMENTED       CGS
 RK0068  HISTORY     - 20020416 MARK NOT FOUND   MIDT
 RK0068
 RK0068                          STATION DESCRIPTION
 RK0068
 RK0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0068'4.1 MI S FROM SHINGLETON.
 RK0068'IN SCHOOLCRAFT COUNTY, 4.1 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0068'FROM SHINGLETON, ALGER COUNTY, AT A CURVE, AT THE INTERSECTION
 RK0068'OF THE PROLONGATIONS OF THE CENTERLINE OF THE NORTH AND SOUTH
 RK0068'PORTION OF THE HIGHWAY AND OF THE CENTERLINE OF THE EAST AND WEST
 RK0068'PORTION OF THE HIGHWAY, AND 6 FEET SOUTH OF THE TOP OF A BLUFF.
 RK0068'A STANDARD DISK, STAMPED H 55 1934 AND SET IN THE TOP OF A
 RK0068'CONCRETE POST.
 RK0068
 RK0068                          STATION RECOVERY (2002)
 RK0068
 RK0068'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0068'THERE HAS BEEN ROAD CONSTRUCTION ALONG M-94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0895 ***********************************************************************
 OJ0895  DESIGNATION -  H 55 MI
 OJ0895  PID         -  OJ0895
 OJ0895  STATE/COUNTY-  MI/SANILAC
 OJ0895  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0895
 OJ0895                         *CURRENT SURVEY CONTROL
 OJ0895  ___________________________________________________________________
 OJ0895* NAD 83(1994)-  43 36 54.51994(N)    082 35 48.97512(W)     ADJUSTED  
 OJ0895* NAVD 88     -       177.91   (+/-2cm)     583.7    (feet)  VERTCON   
 OJ0895  ___________________________________________________________________
 OJ0895  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 OJ0895  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OJ0895
 OJ0895  HORZ ORDER  -  SECOND
 OJ0895  VERT ORDER  -  THIRD ? (See Below)
 OJ0895
 OJ0895.The horizontal coordinates were established by classical geodetic methods
 OJ0895.and adjusted by the National Geodetic Survey in February 1997..
 OJ0895
 OJ0895.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0895.The vertical order pertains to the NGVD 29 superseded value.
 OJ0895
 OJ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0895
 OJ0895.The geoid height was determined by GEOID03.
 OJ0895
 OJ0895;                    North         East     Units Scale Factor Converg.
 OJ0895;SPC MI S     -   236,455.499 4,142,845.308   MT  0.99998810   +1 12 15.7
 OJ0895;SPC MI S     -   775,772.63 13,592,012.17   iFT  0.99998810   +1 12 15.7
 OJ0895;UTM  17      - 4,830,368.126   371,141.427   MT  0.99980424   -1 06 06.2
 OJ0895
 OJ0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0895!SPC MI S     -   0.99997758  x   0.99998810  =   0.99996568
 OJ0895!UTM  17      -   0.99997758  x   0.99980424  =   0.99978182
 OJ0895
 OJ0895|---------------------------------------------------------------------|
 OJ0895| PID    Reference Object                     Distance      Geod. Az  |
 OJ0895|                                                           dddmmss.s |
 OJ0895| OJ0898 H 55A MI                             79.251 METERS 26640     |
 OJ0895| OJ0880 H 56 MI                             APPROX. 3.2 KM 3524914.5 |
 OJ0895|---------------------------------------------------------------------|
 OJ0895
 OJ0895                          SUPERSEDED SURVEY CONTROL
 OJ0895
 OJ0895  NAD 83(1986)-  43 36 54.50659(N)    082 35 48.99927(W) AD(       ) 2
 OJ0895  NAD 27      -  43 36 54.43193(N)    082 35 49.27214(W) AD(       ) 2
 OJ0895  NGVD 29 (07/19/86)  178.02   (m)          584.1    (f) LEVELING    3  
 OJ0895
 OJ0895.Superseded values are not recommended for survey control.
 OJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0895.See file dsdata.txt to determine how the superseded data were derived.
 OJ0895
 OJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7114130368(NAD 83)
 OJ0895_MARKER: DD = SURVEY DISK
 OJ0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0895+STABILITY: SURFACE MOTION
 OJ0895
 OJ0895  HISTORY     - Date     Condition        Report By
 OJ0895  HISTORY     - 1980     MONUMENTED       NOS
 OJ0895  HISTORY     - 19940718 GOOD             USPSQD
 OJ0895
 OJ0895                          STATION DESCRIPTION
 OJ0895
 OJ0895'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0895'THE STATION IS LOCATED APPROXIMATELY 4.7 KILOMETERS NORTH OF
 OJ0895'RICHMONDVILLE AND 5.0 KILOMETERS SOUTH OF FORESTVILLE ON THE
 OJ0895'LAKE HURON SHORELINE JUST NORTH OF ELK CREEK.
 OJ0895'
 OJ0895'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0895'RICHMONDVILLE ROAD IN RICHMONDVILLE GO NORTH ON HIGHWAY M25 FOR
 OJ0895'4.7 KILOMETERS TO THE ENTRANCE TO SANILAC STATE PARK.  TURN
 OJ0895'RIGHT ON THE PARK ROAD AND GO EAST FOR 0.3 KILOMETERS FOLLOWING
 OJ0895'THE MAIN GRAVEL ROAD TO LAKE HURON.  WALK NORTH ALONG THE
 OJ0895'BEACH PAST THE SEASONAL ELK CREEK TO A
 OJ0895'SMALL GRASSY KNOLL AND THE STATION.
 OJ0895'
 OJ0895'THE STATION IS A STANDARD NOS DISK.
 OJ0895'STAMPED---H 55 MI 1980---,
 OJ0895'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 0.25 CM IN DIAMETER
 OJ0895'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0895'20 METERS (64 FT) WEST FROM THE SHORELINE.
 OJ0895'6.22 METERS (20.4 FT) NORTH FROM A PK NAIL IN THE EAST
 OJ0895'SIDE OF A 38 CM ASH TREE.
 OJ0895'5.33 METERS (17.5 FT) EAST FROM A PK NAIL IN THE
 OJ0895'NORTH SIDE OF THE STATE PARK SIGN POST.
 OJ0895'1.43 METERS (4.7 FT) EAST-SOUTHEAST FROM A NOS WITNESS POST SIGN.
 OJ0895'
 OJ0895'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 OJ0895'
 OJ0895'DESCRIBED BY T. KUCHCIAK.
 OJ0895
 OJ0895                          STATION RECOVERY (1994)
 OJ0895
 OJ0895'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0898 ***********************************************************************
 OJ0898  DESIGNATION -  H 55A MI
 OJ0898  PID         -  OJ0898
 OJ0898  STATE/COUNTY-  MI/SANILAC
 OJ0898  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0898
 OJ0898                         *CURRENT SURVEY CONTROL
 OJ0898  ___________________________________________________________________
 OJ0898* NAD 83(1994)-  43 36 54.37057(N)    082 35 52.50349(W)     ADJUSTED  
 OJ0898* NAVD 88     -       179.41   (+/-2cm)     588.6    (feet)  VERTCON   
 OJ0898  ___________________________________________________________________
 OJ0898  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OJ0898  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OJ0898
 OJ0898  HORZ ORDER  -  SECOND
 OJ0898  VERT ORDER  -  THIRD ? (See Below)
 OJ0898
 OJ0898.The horizontal coordinates were established by classical geodetic methods
 OJ0898.and adjusted by the National Geodetic Survey in February 1997..
 OJ0898
 OJ0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0898.The vertical order pertains to the NGVD 29 superseded value.
 OJ0898
 OJ0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0898
 OJ0898.The geoid height was determined by GEOID03.
 OJ0898
 OJ0898;                    North         East     Units Scale Factor Converg.
 OJ0898;SPC MI S     -   236,449.228 4,142,766.307   MT  0.99998810   +1 12 13.3
 OJ0898;SPC MI S     -   775,752.06 13,591,752.98   iFT  0.99998810   +1 12 13.3
 OJ0898;UTM  17      - 4,830,365.039   371,062.252   MT  0.99980449   -1 06 08.7
 OJ0898
 OJ0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0898!SPC MI S     -   0.99997734  x   0.99998810  =   0.99996544
 OJ0898!UTM  17      -   0.99997734  x   0.99980449  =   0.99978183
 OJ0898
 OJ0898                          SUPERSEDED SURVEY CONTROL
 OJ0898
 OJ0898  NAD 83(1986)-  43 36 54.35722(N)    082 35 52.52760(W) AD(       ) 2
 OJ0898  NAD 27      -  43 36 54.28252(N)    082 35 52.80043(W) AD(       ) 2
 OJ0898  NGVD 29 (07/19/86)  179.52   (m)          589.0    (f) LEVELING    3  
 OJ0898
 OJ0898.Superseded values are not recommended for survey control.
 OJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0898.See file dsdata.txt to determine how the superseded data were derived.
 OJ0898
 OJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7106230365(NAD 83)
 OJ0898_MARKER: DD = SURVEY DISK
 OJ0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0898+STABILITY: SURFACE MOTION
 OJ0898
 OJ0898  HISTORY     - Date     Condition        Report By
 OJ0898  HISTORY     - 1980     MONUMENTED       NOS
 OJ0898  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0898
 OJ0898                          STATION DESCRIPTION
 OJ0898
 OJ0898'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0898'THE STATION IS LOCATED APPROXIMATELY 5.0 KILOMETERS NORTH
 OJ0898'OF RICHMONDVILLE AND 5.0 KILOMETERS SOUTH OF FORESTVILLE ON THE
 OJ0898'LAKE HURON SHORELINE JUST NORTH OF ELK CREEK.
 OJ0898'
 OJ0898'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0898'RICHMONDVILLE ROAD IN RICHMONDVILLE GO NORTH ON HIGHWAY M25 FOR
 OJ0898'4.7 KILOMETERS TO THE ENTRANCE TO SANILAC STATE PARK.  TURN
 OJ0898'RIGHT ON THE PARK ROAD AND
 OJ0898'GO EAST FOR 0.3 KILOMETERS FOLLOWING THE
 OJ0898'MAIN GRAVEL ROAD TO LAKE HURON.  THE STATION IS
 OJ0898'LOCATED ON THE NORTH SIDE OF THE PARKING AREA
 OJ0898'NEAR THE WOODEN POSTS MARKING THE BORDER.
 OJ0898'
 OJ0898'THE STATION IS A STANDARD NOS DISK
 OJ0898'STAMPED---H 55A MI 1980---,
 OJ0898'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0898'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0898'11 METERS (36 FT) SOUTH FROM THE EDGE OF ELK CREEK.
 OJ0898'04 METERS (13 FT) NORTH FROM THE CENTER OF THE GRAVEL ROAD.
 OJ0898'1.27 METERS (4.2 FT) EAST FROM A PK NAIL IN THE EAST SIDE OF THE
 OJ0898'THIRD WOODEN POST COUNTING IN A WEST TO EAST
 OJ0898'DIRECTION.
 OJ0898'1.27 METERS (4.2 FT) WEST FROM A PK NAIL IN THE WEST SIDE OF THE
 OJ0898'FOURTH WOODEN POST COUNTING IN A WEST TO EAST DIRECTION.
 OJ0898'
 OJ0898'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.52 METERS.
 OJ0898'
 OJ0898'DESCRIBED BY J. DANIEL.
 OJ0898
 OJ0898                          STATION RECOVERY (1994)
 OJ0898
 OJ0898'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0897 ***********************************************************************
 OJ0897  DESIGNATION -  H 55B MI
 OJ0897  PID         -  OJ0897
 OJ0897  STATE/COUNTY-  MI/SANILAC
 OJ0897  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0897
 OJ0897                         *CURRENT SURVEY CONTROL
 OJ0897  ___________________________________________________________________
 OJ0897* NAD 83(1994)-  43 36 58.32288(N)    082 35 51.80889(W)     ADJUSTED  
 OJ0897* NAVD 88     -       187.83   (+/-2cm)     616.2    (feet)  VERTCON   
 OJ0897  ___________________________________________________________________
 OJ0897  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 OJ0897  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OJ0897
 OJ0897  HORZ ORDER  -  SECOND
 OJ0897  VERT ORDER  -  THIRD ? (See Below)
 OJ0897
 OJ0897.The horizontal coordinates were established by classical geodetic methods
 OJ0897.and adjusted by the National Geodetic Survey in February 1997..
 OJ0897
 OJ0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0897.The vertical order pertains to the NGVD 29 superseded value.
 OJ0897
 OJ0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0897
 OJ0897.The geoid height was determined by GEOID03.
 OJ0897
 OJ0897;                    North         East     Units Scale Factor Converg.
 OJ0897;SPC MI S     -   236,571.504 4,142,779.315   MT  0.99998834   +1 12 13.7
 OJ0897;SPC MI S     -   776,153.23 13,591,795.65   iFT  0.99998834   +1 12 13.7
 OJ0897;UTM  17      - 4,830,486.671   371,080.167   MT  0.99980443   -1 06 08.3
 OJ0897
 OJ0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0897!SPC MI S     -   0.99997602  x   0.99998834  =   0.99996436
 OJ0897!UTM  17      -   0.99997602  x   0.99980443  =   0.99978046
 OJ0897
 OJ0897                          SUPERSEDED SURVEY CONTROL
 OJ0897
 OJ0897  NAD 83(1986)-  43 36 58.30959(N)    082 35 51.83301(W) AD(       ) 2
 OJ0897  NAD 27      -  43 36 58.23546(N)    082 35 52.10585(W) AD(       ) 2
 OJ0897  NGVD 29 (07/19/86)  187.94   (m)          616.6    (f) LEVELING    3  
 OJ0897
 OJ0897.Superseded values are not recommended for survey control.
 OJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0897.See file dsdata.txt to determine how the superseded data were derived.
 OJ0897
 OJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7108030487(NAD 83)
 OJ0897_MARKER: DD = SURVEY DISK
 OJ0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0897+STABILITY: SURFACE MOTION
 OJ0897
 OJ0897  HISTORY     - Date     Condition        Report By
 OJ0897  HISTORY     - 1980     MONUMENTED       NOS
 OJ0897  HISTORY     - 19940718 GOOD             USPSQD
 OJ0897
 OJ0897                          STATION DESCRIPTION
 OJ0897
 OJ0897'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0897'THE STATION IS LOCATED APPROXIMATELY 5.0 KILOMETERS NORTH
 OJ0897'OF RICHMONDVILLE AND 5.0 KILOMETERS SOUTH OF FORESTVILLE.
 OJ0897'IT IS 0.3 KILOMETERS EAST OF HIGHWAY M25 ON A HIGH BANK
 OJ0897'OVERLOOKING LAKE HURON.
 OJ0897'
 OJ0897'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0897'RICHMONDVILLE ROAD IN RICHMONDVILLE GO NORTH
 OJ0897'ON HIGHWAY M25 FOR 5.0 KILOMETERS TO KELLY ROAD.  TURN RIGHT
 OJ0897'ON STATE DEPARTMENT OF NATURAL RESOURCES PROPERTY AND FOLLOW THE
 OJ0897'TRAIL EAST AND SOUTH FOR 0.3 KILOMETERS TO THE STATION ON
 OJ0897'THE RIGHT.
 OJ0897'
 OJ0897'THE STATION IS A STANDARD NOS DISK
 OJ0897'STAMPED---H 55B MI 1980---,
 OJ0897'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 CM IN DIAMETER
 OJ0897'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0897'5.0 METERS (16.4 FT) WEST FROM THE CENTERLINE OF THE TRAIL.
 OJ0897'2.5 METERS (8.2 FT) NORTHEAST FROM THE EDGE OF THE STEEP
 OJ0897'BLUFF OVERLOOKING ELK CREEK.
 OJ0897'1.39 METERS (4.6 FT) SOUTHWEST FROM A NOS WITNESS POST SIGN.
 OJ0897'
 OJ0897'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.61 METERS.
 OJ0897'
 OJ0897'DESCRIBED BY J. DANIEL.
 OJ0897
 OJ0897                          STATION RECOVERY (1994)
 OJ0897
 OJ0897'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0896 ***********************************************************************
 OJ0896  DESIGNATION -  H 55C MI
 OJ0896  PID         -  OJ0896
 OJ0896  STATE/COUNTY-  MI/SANILAC
 OJ0896  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0896
 OJ0896                         *CURRENT SURVEY CONTROL
 OJ0896  ___________________________________________________________________
 OJ0896* NAD 83(1994)-  43 37 05.70019(N)    082 35 51.53166(W)     ADJUSTED  
 OJ0896* NAVD 88     -       177.57   (+/-2cm)     582.6    (feet)  VERTCON   
 OJ0896  ___________________________________________________________________
 OJ0896  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 OJ0896  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 OJ0896
 OJ0896  HORZ ORDER  -  SECOND
 OJ0896  VERT ORDER  -  THIRD ? (See Below)
 OJ0896
 OJ0896.The horizontal coordinates were established by classical geodetic methods
 OJ0896.and adjusted by the National Geodetic Survey in February 1997..
 OJ0896
 OJ0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0896.The vertical order pertains to the NGVD 29 superseded value.
 OJ0896
 OJ0896.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0896
 OJ0896.The geoid height was determined by GEOID03.
 OJ0896
 OJ0896;                    North         East     Units Scale Factor Converg.
 OJ0896;SPC MI S     -   236,799.264 4,142,780.747   MT  0.99998880   +1 12 13.9
 OJ0896;SPC MI S     -   776,900.47 13,591,800.35   iFT  0.99998880   +1 12 13.9
 OJ0896;UTM  17      - 4,830,714.147   371,090.760   MT  0.99980440   -1 06 08.2
 OJ0896
 OJ0896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0896!SPC MI S     -   0.99997763  x   0.99998880  =   0.99996643
 OJ0896!UTM  17      -   0.99997763  x   0.99980440  =   0.99978203
 OJ0896
 OJ0896|---------------------------------------------------------------------|
 OJ0896| PID    Reference Object                     Distance      Geod. Az  |
 OJ0896|                                                           dddmmss.s |
 OJ0896| OJ0895 H 55 MI                             349.779 METERS 17034     |
 OJ0896| OJ0885 QUAST RESET                         122.302 METERS 19129     |
 OJ0896| OJ0880 H 56 MI                             APPROX. 2.8 KM 3530559.0 |
 OJ0896|---------------------------------------------------------------------|
 OJ0896
 OJ0896                          SUPERSEDED SURVEY CONTROL
 OJ0896
 OJ0896  NAD 83(1986)-  43 37 05.68684(N)    082 35 51.55585(W) AD(       ) 2
 OJ0896  NAD 27      -  43 37 05.61307(N)    082 35 51.82905(W) AD(       ) 2
 OJ0896  NGVD 29 (07/19/86)  177.68   (m)          582.9    (f) LEVELING    3  
 OJ0896
 OJ0896.Superseded values are not recommended for survey control.
 OJ0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0896.See file dsdata.txt to determine how the superseded data were derived.
 OJ0896
 OJ0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7109130714(NAD 83)
 OJ0896_MARKER: DD = SURVEY DISK
 OJ0896_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 OJ0896_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 OJ0896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0896
 OJ0896  HISTORY     - Date     Condition        Report By
 OJ0896  HISTORY     - 1980     MONUMENTED       NOS
 OJ0896  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0896
 OJ0896                          STATION DESCRIPTION
 OJ0896
 OJ0896'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0896'THE STATION IS LOCATED APPROXIMATELY 5
 OJ0896'KILOMETERS NORTH OF RICHMONDVILLE AND 5 KILOMETERS SOUTH OF
 OJ0896'FORESTVILLE ON THE LAKE HURON SHORELINE.
 OJ0896'
 OJ0896'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0896'RICHMONDVILLE ROAD IN RICHMONDVILLE GO NORTH ON HIGHWAY M25
 OJ0896'FOR 4.7 KILOMETERS TO THE ENTRANCE TO SANILAC STATE PARK.
 OJ0896'TURN RIGHT ON THE PARK ROAD AND GO EAST FOR 0.3 KILOMETERS
 OJ0896'FOLLOWING THE MAIN GRAVEL ROAD TO LAKE HURON.  WALK NORTH
 OJ0896'ALONG THE BEACH PAST ELK CREEK FOR 400 YARDS TO A GROUP OF
 OJ0896'COTTONWOOD TREES AND THE VICINITY OF THE STATION.
 OJ0896'
 OJ0896'THE STATION IS A STANDARD NOS DISK
 OJ0896'STAMPED---H 55C MI 1980---,
 OJ0896'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM IN DIAMETER
 OJ0896'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0896'27.62 METERS (8.4 FT) NORTH-NORTHEAST FROM A PK NAIL IN A 0.4
 OJ0896'METER COTTONWOOD TREE.
 OJ0896'18.44 METERS (60.5 FT) SOUTH-SOUTHEAST FROM A PK NAIL IN A 0.2
 OJ0896'METER COTTONWOOD TREE.
 OJ0896'16.11 METERS (4.9 FT) NORTH FROM A METAL FENCE POST.
 OJ0896'12.5 METERS (4 FT) WEST FROM THE SHORELINE.
 OJ0896'0.92 METERS (0.3 FT) EAST FROM A NOS WITNESS POST SIGN.
 OJ0896'
 OJ0896'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0896'
 OJ0896'DESCRIBED BY J. DANIEL.
 OJ0896
 OJ0896                          STATION RECOVERY (1994)
 OJ0896
 OJ0896'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0078 ***********************************************************************
 QL0078  DESIGNATION -  H 56
 QL0078  PID         -  QL0078
 QL0078  STATE/COUNTY-  MI/DELTA
 QL0078  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0078
 QL0078                         *CURRENT SURVEY CONTROL
 QL0078  ___________________________________________________________________
 QL0078* NAD 83(1986)-  45 56 00.     (N)    086 30 17.     (W)     SCALED    
 QL0078* NAVD 88     -       195.005  (meters)     639.78   (feet)  ADJUSTED  
 QL0078  ___________________________________________________________________
 QL0078  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 QL0078  DYNAMIC HT  -         195.010 (meters)     639.80  (feet)  COMP
 QL0078  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 QL0078
 QL0078  VERT ORDER  -  SECOND    CLASS 0
 QL0078
 QL0078.The horizontal coordinates were scaled from a topographic map and have
 QL0078.an estimated accuracy of +/- 6 seconds.
 QL0078
 QL0078.The orthometric height was determined by differential leveling
 QL0078.and adjusted by the National Geodetic Survey in June 1991..
 QL0078
 QL0078.The geoid height was determined by GEOID03.
 QL0078
 QL0078.The dynamic height is computed by dividing the NAVD 88
 QL0078.geopotential number by the normal gravity value computed on the
 QL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0078.degrees latitude (g = 980.6199 gals.).
 QL0078
 QL0078.The modeled gravity was interpolated from observed gravity values.
 QL0078
 QL0078;                    North         East    Units  Estimated Accuracy
 QL0078;SPC MI N     -   127,940.    8,038,410.      MT  (+/- 180 meters Scaled)
 QL0078
 QL0078                          SUPERSEDED SURVEY CONTROL
 QL0078
 QL0078  NGVD 29 (??/??/92)  194.994  (m)          639.74   (f) ADJ UNCH    2 0
 QL0078
 QL0078.Superseded values are not recommended for survey control.
 QL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0078.See file dsdata.txt to determine how the superseded data were derived.
 QL0078
 QL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER383867(NAD 83)
 QL0078_MARKER: DB = BENCH MARK DISK
 QL0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0078_STAMPING: H 56 1934
 QL0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0078+STABILITY: SURFACE MOTION
 QL0078
 QL0078  HISTORY     - Date     Condition        Report By
 QL0078  HISTORY     - 1934     MONUMENTED       CGS
 QL0078
 QL0078                          STATION DESCRIPTION
 QL0078
 QL0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0078'13.7 MI W FROM MANISTIQUE.
 QL0078'IN DELTA COUNTY, 13.7 MILES WEST ALONG THE MINNEAPOLIS ST. PAUL
 QL0078'AND SAULT STE. MARIE RAILWAY FROM THE STATION AT MANISTIQUE,
 QL0078'SCHOOLCRAFT COUNTY, 7 RAILS EAST OF MILEPOST 373, 42 FEET NORTH
 QL0078'OF THE CENTERLINE OF THE MAIN TRACK, AND 7 FEET SOUTHEAST OF
 QL0078'A POLE.  A STANDARD DISK, STAMPED H 56 1934 AND SET IN THE TOP
 QL0078'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0880 ***********************************************************************
 OJ0880  DESIGNATION -  H 56 MI
 OJ0880  PID         -  OJ0880
 OJ0880  STATE/COUNTY-  MI/SANILAC
 OJ0880  USGS QUAD   -  FORESTVILLE (1963)
 OJ0880
 OJ0880                         *CURRENT SURVEY CONTROL
 OJ0880  ___________________________________________________________________
 OJ0880* NAD 83(1994)-  43 38 36.36831(N)    082 36 06.64108(W)     ADJUSTED  
 OJ0880* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 OJ0880  ___________________________________________________________________
 OJ0880  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 OJ0880  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 OJ0880
 OJ0880  HORZ ORDER  -  SECOND
 OJ0880
 OJ0880.The horizontal coordinates were established by classical geodetic methods
 OJ0880.and adjusted by the National Geodetic Survey in February 1997..
 OJ0880
 OJ0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0880
 OJ0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0880
 OJ0880.The geoid height was determined by GEOID03.
 OJ0880
 OJ0880;                    North         East     Units Scale Factor Converg.
 OJ0880;SPC MI S     -   239,589.762 4,142,383.393   MT  0.99999454   +1 12 03.6
 OJ0880;SPC MI S     -   786,055.65 13,590,496.70   iFT  0.99999454   +1 12 03.6
 OJ0880;UTM  17      - 4,833,517.852   370,806.082   MT  0.99980530   -1 06 20.5
 OJ0880
 OJ0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0880!SPC MI S     -   0.99997757  x   0.99999454  =   0.99997211
 OJ0880!UTM  17      -   0.99997757  x   0.99980530  =   0.99978287
 OJ0880
 OJ0880:                Primary Azimuth Mark                     Grid Az
 OJ0880:SPC MI S     -  H 57 MI                                  350 31 32.9
 OJ0880:UTM  17      -  H 57 MI                                  352 49 57.0
 OJ0880
 OJ0880|---------------------------------------------------------------------|
 OJ0880| PID    Reference Object                     Distance      Geod. Az  |
 OJ0880|                                                           dddmmss.s |
 OJ0880| OJ0882 H 57 MI                             APPROX. 1.6 KM 3514336.5 |
 OJ0880|---------------------------------------------------------------------|
 OJ0880
 OJ0880                          SUPERSEDED SURVEY CONTROL
 OJ0880
 OJ0880  NAD 83(1986)-  43 38 36.35484(N)    082 36 06.66552(W) AD(       ) 2
 OJ0880  NAD 27      -  43 38 36.28165(N)    082 36 06.93990(W) AD(       ) 2
 OJ0880  NGVD 29 (07/19/86)  178.1    (m)          584.     (f) VERT ANG       
 OJ0880
 OJ0880.Superseded values are not recommended for survey control.
 OJ0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0880.See file dsdata.txt to determine how the superseded data were derived.
 OJ0880
 OJ0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7080633518(NAD 83)
 OJ0880_MARKER: DD = SURVEY DISK
 OJ0880_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0880_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0880
 OJ0880  HISTORY     - Date     Condition        Report By
 OJ0880  HISTORY     - 1980     MONUMENTED       NOS
 OJ0880  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0880
 OJ0880                          STATION DESCRIPTION
 OJ0880
 OJ0880'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0880'THE STATION IS LOCATED APPROXIMATELY 2.1 KILOMETERS SOUTH OF
 OJ0880'FORESTVILLE AND 6.1 KILOMETERS NORTH OF RICHMONDVILLE ON THE
 OJ0880'LAKE HURON SHORELINE.
 OJ0880'
 OJ0880'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND CEDAR
 OJ0880'STREET IN FORESTVILLE GO SOUTH ON HIGHWAY M25 FOR 1.9 KILOMETERS
 OJ0880'TO THE FIRST ROAD NORTH OF BENHKE CREEK.  TURN LEFT ON THE DIRT
 OJ0880'ROAD UP A SLIGHT GRADE BEARING LEFT AND THEN RIGHT.  GO
 OJ0880'0.5 KILOMETERS TO THE INTERSECTION WITH THE SHORELINE
 OJ0880'NORTH-SOUTH ROAD.  TURN RIGHT AND GO O.2 KILOMETERS
 OJ0880'TO THE END OF THE ROAD TO 7378 NORTH LAKESHORE ROAD.
 OJ0880'TAKE A STEEP FOOT PATH IN BACK OF THE HOUSE TO GET TO THE BOTTOM
 OJ0880'OF THE BANK AND THE STATION.
 OJ0880'
 OJ0880'THE STATION IS A STANDARD NOS DISK
 OJ0880'STAMPED---H 56 MI 1980---,
 OJ0880'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0880'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0880'10 METERS (34 FT) WEST FROM THE SHORELINE.
 OJ0880'1.92 METERS (6.3 FT) WEST FROM A NOS WITNESS POST SIGN.
 OJ0880'
 OJ0880'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.66 METERS.
 OJ0880'
 OJ0880'DESCRIBED BY T. KUCHCIAK.
 OJ0880
 OJ0880                          STATION RECOVERY (1994)
 OJ0880
 OJ0880'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0882 ***********************************************************************
 OJ0882  DESIGNATION -  H 57 MI
 OJ0882  PID         -  OJ0882
 OJ0882  STATE/COUNTY-  MI/SANILAC
 OJ0882  USGS QUAD   -  FORESTVILLE (1963)
 OJ0882
 OJ0882                         *CURRENT SURVEY CONTROL
 OJ0882  ___________________________________________________________________
 OJ0882* NAD 83(1994)-  43 39 27.52441(N)    082 36 16.88645(W)     ADJUSTED  
 OJ0882* NAVD 88     -       177.31   (+/-2cm)     581.7    (feet)  VERTCON   
 OJ0882  ___________________________________________________________________
 OJ0882  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 OJ0882  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 OJ0882
 OJ0882  HORZ ORDER  -  SECOND
 OJ0882  VERT ORDER  -  THIRD ? (See Below)
 OJ0882
 OJ0882.The horizontal coordinates were established by classical geodetic methods
 OJ0882.and adjusted by the National Geodetic Survey in February 1997..
 OJ0882
 OJ0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0882.The vertical order pertains to the NGVD 29 superseded value.
 OJ0882
 OJ0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0882
 OJ0882.The geoid height was determined by GEOID03.
 OJ0882
 OJ0882;                    North         East     Units Scale Factor Converg.
 OJ0882;SPC MI S     -   241,163.413 4,142,120.782   MT  0.99999786   +1 11 56.7
 OJ0882;SPC MI S     -   791,218.55 13,589,635.11   iFT  0.99999786   +1 11 56.7
 OJ0882;UTM  17      - 4,835,100.496   370,607.063   MT  0.99980594   -1 06 28.6
 OJ0882
 OJ0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0882!SPC MI S     -   0.99997768  x   0.99999786  =   0.99997554
 OJ0882!UTM  17      -   0.99997768  x   0.99980594  =   0.99978362
 OJ0882
 OJ0882:                Primary Azimuth Mark                     Grid Az
 OJ0882:SPC MI S     -  H 57A MI                                 359 12 40.3
 OJ0882:UTM  17      -  H 57A MI                                 001 31 05.6
 OJ0882
 OJ0882|---------------------------------------------------------------------|
 OJ0882| PID    Reference Object                     Distance      Geod. Az  |
 OJ0882|                                                           dddmmss.s |
 OJ0882| OJ0881 H 57A MI                            APPROX. 2.4 KM 0002437.0 |
 OJ0882|---------------------------------------------------------------------|
 OJ0882
 OJ0882                          SUPERSEDED SURVEY CONTROL
 OJ0882
 OJ0882  NAD 83(1986)-  43 39 27.51079(N)    082 36 16.91098(W) AD(       ) 2
 OJ0882  NAD 27      -  43 39 27.43899(N)    082 36 17.18603(W) AD(       ) 2
 OJ0882  NGVD 29 (07/19/86)  177.42   (m)          582.1    (f) LEVELING    3  
 OJ0882
 OJ0882.Superseded values are not recommended for survey control.
 OJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0882.See file dsdata.txt to determine how the superseded data were derived.
 OJ0882
 OJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7060735100(NAD 83)
 OJ0882_MARKER: DD = SURVEY DISK
 OJ0882_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0882_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0882
 OJ0882  HISTORY     - Date     Condition        Report By
 OJ0882  HISTORY     - 1980     MONUMENTED       NOS
 OJ0882  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0882
 OJ0882                          STATION DESCRIPTION
 OJ0882
 OJ0882'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0882'THE STATION IS LOCATED ON THE NORTH SIDE OF MILL CREEK IN
 OJ0882'FORESTVILLE ON THE LAKE HURON SHORELINE.
 OJ0882'
 OJ0882'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 OJ0882'CEDAR STREET IN FORESTVILLE GO SOUTH ON
 OJ0882'M25 FOR 0.2 KILOMETERS TO CASS CITY ROAD.  TURN LEFT ON CASS
 OJ0882'CITY ROAD AND GO 0.2 KILOMETERS TO A T-INTERSECTION.  TURN RIGHT
 OJ0882'AND GO 0.1 KILOMETERS TO A ROAD ON THE LEFT.  TURN LEFT
 OJ0882'AND GO 0.2 KILOMETERS TO A ROAD ON THE RIGHT.  TURN RIGHT AND GO
 OJ0882'0.1 KILOMETERS TO THE END OF THE ROAD AND THE VICINITY OF
 OJ0882'THE STATION.
 OJ0882'
 OJ0882'THE STATION IS A STANDARD NOS DISK
 OJ0882'STAMPED---H 57 MI 1980---,
 OJ0882'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 OJ0882'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0882'25.2 METERS (82.8 FT) SOUTH FROM A PK NAIL IN THE EAST
 OJ0882'SIDE OF A 50 CM ASH TREE.
 OJ0882'20.9 METERS (68.6 FT) NORTHEAST FROM A PK NAIL IN THE EAST SIDE
 OJ0882'OF A UTILITY POLE LOCATED ON THE SOUTH SIDE OF MILL CREEK.
 OJ0882'18.2 METERS (59.6 FT) SOUTHEAST FROM THE SOUTHEAST CORNER
 OJ0882'OF HOUSE NUMBER 7860 RIEDEL STREET.
 OJ0882'13 METERS (43 FT) WEST FROM THE SHORELINE.
 OJ0882'1.25 METERS (4.1 FT) EAST FROM A NOS WITNESS POST SIGN.
 OJ0882'
 OJ0882'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.49 METERS.
 OJ0882'
 OJ0882'DESCRIBED BY T. KUCHCIAK.
 OJ0882
 OJ0882                          STATION RECOVERY (1994)
 OJ0882
 OJ0882'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0882'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0829 ***********************************************************************
 QM0829  DESIGNATION -  H 57 RESET
 QM0829  PID         -  QM0829
 QM0829  STATE/COUNTY-  MI/IRON
 QM0829  USGS QUAD   -  TIPLER (1981)
 QM0829
 QM0829                         *CURRENT SURVEY CONTROL
 QM0829  ___________________________________________________________________
 QM0829* NAD 83(1986)-  45 59 19.     (N)    088 39 03.     (W)     SCALED    
 QM0829* NAVD 88     -       441.66   (meters)    1449.0    (feet)  RESET     
 QM0829  ___________________________________________________________________
 QM0829  GEOID HEIGHT-         -32.43  (meters)                     GEOID03
 QM0829
 QM0829  VERT ORDER  -  THIRD
 QM0829
 QM0829.The horizontal coordinates were scaled from a topographic map and have
 QM0829.an estimated accuracy of +/- 6 seconds.
 QM0829
 QM0829.The orthometric height was computed from unverified reset data.
 QM0829
 QM0829.The geoid height was determined by GEOID03.
 QM0829
 QM0829;                    North         East    Units  Estimated Accuracy
 QM0829;SPC MI N     -   135,290.    7,872,120.      MT  (+/- 180 meters Scaled)
 QM0829
 QM0829                          SUPERSEDED SURVEY CONTROL
 QM0829
 QM0829  NGVD 29 (03/27/06)  441.65   (m)         1449.0    (f) RESET       3  
 QM0829
 QM0829.Superseded values are not recommended for survey control.
 QM0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0829.See file dsdata.txt to determine how the superseded data were derived.
 QM0829
 QM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR721941(NAD 83)
 QM0829_MARKER: DV = VERTICAL CONTROL DISK
 QM0829_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QM0829_SP_SET: BRIDGE PARAPET WALL
 QM0829_STAMPING: H 57 RESET 1989 1448.99
 QM0829_MARK LOGO: NGS   
 QM0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QM0829+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2003
 QM0829
 QM0829  HISTORY     - Date     Condition        Report By
 QM0829  HISTORY     - 1989     MONUMENTED       WIDT
 QM0829  HISTORY     - 20010723 GOOD             MIDT
 QM0829  HISTORY     - 20031108 GOOD             GEOCAC
 QM0829
 QM0829                          STATION DESCRIPTION
 QM0829
 QM0829'DESCRIBED BY WI DEPT OF TRANSP 1989
 QM0829'5.5 MILES (8.9 KM) NORTH ALONG WISCONSIN STATE HIGHWAY 139 AND
 QM0829'MICHIGAN STATE HIGHWAY 189 FROM TIPLER, FLORENCE COUNTY, WISCONSIN,
 QM0829'AT THE MICHIGAN-WISCONSIN STATE LINE, AT THE CONCRETE HIGHWAY BRIDGE
 QM0829'OVER BRULE RIVER, CAP IS SET IN TOP OF PARAPET WALL ON NORTHWEST
 QM0829'CORNER OF BRIDGE.
 QM0829
 QM0829                          STATION RECOVERY (2001)
 QM0829
 QM0829'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QM0829'ABOUT 8 MILES SOUTH ALONG STATE HIGHWAY M-189 FROM THE JUNCTION WITH
 QM0829'US HWY 2 AT IRON RIVER, AT THE STATE LINE BRIDGE.  IN TOP OF THE WEST
 QM0829'BRIDGE RETAINING WALL AT THE NORTHWEST CORNER.
 QM0829
 QM0829                          STATION RECOVERY (2003)
 QM0829
 QM0829'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QM0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0881 ***********************************************************************
 OJ0881  DESIGNATION -  H 57A MI
 OJ0881  PID         -  OJ0881
 OJ0881  STATE/COUNTY-  MI/SANILAC
 OJ0881  USGS QUAD   -  FORESTVILLE (1963)
 OJ0881
 OJ0881                         *CURRENT SURVEY CONTROL
 OJ0881  ___________________________________________________________________
 OJ0881* NAD 83(1994)-  43 40 45.17008(N)    082 36 16.12035(W)     ADJUSTED  
 OJ0881* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 OJ0881  ___________________________________________________________________
 OJ0881  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 OJ0881  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 OJ0881
 OJ0881  HORZ ORDER  -  SECOND
 OJ0881
 OJ0881.The horizontal coordinates were established by classical geodetic methods
 OJ0881.and adjusted by the National Geodetic Survey in February 1997..
 OJ0881
 OJ0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0881
 OJ0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0881
 OJ0881.The geoid height was determined by GEOID03.
 OJ0881
 OJ0881;                    North         East     Units Scale Factor Converg.
 OJ0881;SPC MI S     -   243,559.604 4,142,087.791   MT  1.00000302   +1 11 57.2
 OJ0881;SPC MI S     -   799,080.07 13,589,526.87   iFT  1.00000302   +1 11 57.2
 OJ0881;UTM  17      - 4,837,495.607   370,670.553   MT  0.99980573   -1 06 29.7
 OJ0881
 OJ0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0881!SPC MI S     -   0.99997766  x   1.00000302  =   0.99998068
 OJ0881!UTM  17      -   0.99997766  x   0.99980573  =   0.99978339
 OJ0881
 OJ0881:                Primary Azimuth Mark                     Grid Az
 OJ0881:SPC MI S     -  H 58 MI                                  355 51 09.7
 OJ0881:UTM  17      -  H 58 MI                                  358 09 36.6
 OJ0881
 OJ0881|---------------------------------------------------------------------|
 OJ0881| PID    Reference Object                     Distance      Geod. Az  |
 OJ0881|                                                           dddmmss.s |
 OJ0881| OJ0883 H 58 MI                             APPROX. 3.5 KM 3570306.9 |
 OJ0881|---------------------------------------------------------------------|
 OJ0881
 OJ0881                          SUPERSEDED SURVEY CONTROL
 OJ0881
 OJ0881  NAD 83(1986)-  43 40 45.15630(N)    082 36 16.14499(W) AD(       ) 2
 OJ0881  NAD 27      -  43 40 45.08614(N)    082 36 16.42090(W) AD(       ) 2
 OJ0881  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 OJ0881
 OJ0881.Superseded values are not recommended for survey control.
 OJ0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0881.See file dsdata.txt to determine how the superseded data were derived.
 OJ0881
 OJ0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7067137496(NAD 83)
 OJ0881_MARKER: A = ALUMINUM MARKER
 OJ0881_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OJ0881_SP_SET: OBJECT DRIVEN INTO GROUND
 OJ0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0881
 OJ0881  HISTORY     - Date     Condition        Report By
 OJ0881  HISTORY     - 1980     MONUMENTED       NOS
 OJ0881  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0881
 OJ0881                          STATION DESCRIPTION
 OJ0881
 OJ0881'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0881'THE STATION IS LOCATED APPROXIMATELY 1.9
 OJ0881'KILOMETERS NORTH OF FORESTVILLE AND 18.8 KILOMETERS SOUTH OF
 OJ0881'HARBOR BEACH ON THE LAKE HURON SHORELINE.
 OJ0881'
 OJ0881'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND CEDAR
 OJ0881'STREET IN FORESTVILLE GO NORTH ON HIGHWAY M25 FOR 1.7
 OJ0881'KILOMETERS TO 8654 LAKESHORE ROAD.  TURN RIGHT INTO PAULSON
 OJ0881'PROGRESSIVE PRODUCTS DRIVEWAY AND FOLLOW DRIVEWAY ALL THE WAY
 OJ0881'TO THE BEACH.  WALK APPROXIMATELY 400 METERS NORTH TO
 OJ0881'THE POINT AND THE STATION.
 OJ0881'
 OJ0881'THE STATION IS AN X STAMPED INTO THE TOP OF AN ALUMINUM
 OJ0881'ROD DRIVEN INTO AND FLUSH WITH THE GROUND.
 OJ0881'IT IS LOCATED
 OJ0881'03 METERS (10 FT) EAST FROM A NOS WITNESS POST SIGN.
 OJ0881'
 OJ0881'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.41 METERS.
 OJ0881'
 OJ0881'DESCRIBED BY T. KUCHCIAK.
 OJ0881
 OJ0881                          STATION RECOVERY (1994)
 OJ0881
 OJ0881'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0881'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0084 ***********************************************************************
 RM0084  DESIGNATION -  H 58
 RM0084  PID         -  RM0084
 RM0084  STATE/COUNTY-  MI/GOGEBIC
 RM0084  USGS QUAD   -  IRONWOOD (1981)
 RM0084
 RM0084                         *CURRENT SURVEY CONTROL
 RM0084  ___________________________________________________________________
 RM0084* NAD 83(1986)-  46 27 47.     (N)    090 09 24.     (W)     SCALED    
 RM0084* NAVD 88     -       456.158  (meters)    1496.58   (feet)  ADJUSTED  
 RM0084  ___________________________________________________________________
 RM0084  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0084  DYNAMIC HT  -         456.177 (meters)    1496.64  (feet)  COMP
 RM0084  MODELED GRAV-     980,641.5   (mgal)                       NAVD 88
 RM0084
 RM0084  VERT ORDER  -  FIRST     CLASS II
 RM0084
 RM0084.The horizontal coordinates were scaled from a topographic map and have
 RM0084.an estimated accuracy of +/- 6 seconds.
 RM0084
 RM0084.The orthometric height was determined by differential leveling
 RM0084.and adjusted by the National Geodetic Survey in June 1991..
 RM0084
 RM0084.The geoid height was determined by GEOID03.
 RM0084
 RM0084.The dynamic height is computed by dividing the NAVD 88
 RM0084.geopotential number by the normal gravity value computed on the
 RM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0084.degrees latitude (g = 980.6199 gals.).
 RM0084
 RM0084.The modeled gravity was interpolated from observed gravity values.
 RM0084
 RM0084;                    North         East    Units  Estimated Accuracy
 RM0084;SPC MI N     -   191,520.    7,757,610.      MT  (+/- 180 meters Scaled)
 RM0084
 RM0084                          SUPERSEDED SURVEY CONTROL
 RM0084
 RM0084  NGVD 29 (??/??/92)  456.165  (m)         1496.60   (f) ADJ UNCH    1 2
 RM0084
 RM0084.Superseded values are not recommended for survey control.
 RM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0084.See file dsdata.txt to determine how the superseded data were derived.
 RM0084
 RM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM183494(NAD 83)
 RM0084_MARKER: DB = BENCH MARK DISK
 RM0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0084+STABILITY: SURFACE MOTION
 RM0084
 RM0084  HISTORY     - Date     Condition        Report By
 RM0084  HISTORY     - UNK      MONUMENTED       CGS
 RM0084  HISTORY     - 1934     GOOD             NGS
 RM0084  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 RM0084  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0084  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0084
 RM0084                          STATION DESCRIPTION
 RM0084
 RM0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RM0084'AT IRONWOOD.
 RM0084'AT N/E EDGE OF IRONWOOD AT THE INTERSECTION OF LAKE ST. AND
 RM0084'U.S. HIGHWAY 2 2 FT WEST OF SIDE WALK WHICH PARALLELS LAKE ST.
 RM0084'8 FT SOUTH OF CORNER OF SIDE WALKS, 18 FT NORTH OF PRIVATE DRIVE.
 RM0084
 RM0084                          STATION RECOVERY (1989)
 RM0084
 RM0084'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0084'MARK NOT FOUND.
 RM0084
 RM0084                          STATION RECOVERY (2003)
 RM0084
 RM0084'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0084'MARK NOT FOUND.
 RM0084
 RM0084                          STATION RECOVERY (2004)
 RM0084
 RM0084'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0883 ***********************************************************************
 OJ0883  DESIGNATION -  H 58 MI
 OJ0883  PID         -  OJ0883
 OJ0883  STATE/COUNTY-  MI/HURON
 OJ0883  USGS QUAD   -  FORESTVILLE (1963)
 OJ0883
 OJ0883                         *CURRENT SURVEY CONTROL
 OJ0883  ___________________________________________________________________
 OJ0883* NAD 83(1994)-  43 42 37.38067(N)    082 36 24.08675(W)     ADJUSTED  
 OJ0883* NAVD 88     -       177.72   (+/-2cm)     583.1    (feet)  VERTCON   
 OJ0883  ___________________________________________________________________
 OJ0883  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 OJ0883  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 OJ0883
 OJ0883  HORZ ORDER  -  SECOND
 OJ0883  VERT ORDER  -  THIRD ? (See Below)
 OJ0883
 OJ0883.The horizontal coordinates were established by classical geodetic methods
 OJ0883.and adjusted by the National Geodetic Survey in February 1997..
 OJ0883
 OJ0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0883.The vertical order pertains to the NGVD 29 superseded value.
 OJ0883
 OJ0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0883
 OJ0883.The geoid height was determined by GEOID03.
 OJ0883
 OJ0883;                    North         East     Units Scale Factor Converg.
 OJ0883;SPC MI S     -   247,018.278 4,141,837.000   MT  1.00001073   +1 11 51.8
 OJ0883;SPC MI S     -   810,427.42 13,588,704.07   iFT  1.00001073   +1 11 51.8
 OJ0883;UTM  17      - 4,840,960.878   370,559.260   MT  0.99980609   -1 06 37.4
 OJ0883
 OJ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0883!SPC MI S     -   0.99997763  x   1.00001073  =   0.99998836
 OJ0883!UTM  17      -   0.99997763  x   0.99980609  =   0.99978372
 OJ0883
 OJ0883:                Primary Azimuth Mark                     Grid Az
 OJ0883:SPC MI S     -  H 58A MI                                 352 23 20.9
 OJ0883:UTM  17      -  H 58A MI                                 354 41 50.1
 OJ0883
 OJ0883|---------------------------------------------------------------------|
 OJ0883| PID    Reference Object                     Distance      Geod. Az  |
 OJ0883|                                                           dddmmss.s |
 OJ0883| OJ0884 H 58A MI                            APPROX. 2.8 KM 3533512.7 |
 OJ0883|---------------------------------------------------------------------|
 OJ0883
 OJ0883                          SUPERSEDED SURVEY CONTROL
 OJ0883
 OJ0883  NAD 83(1986)-  43 42 37.36674(N)    082 36 24.11145(W) AD(       ) 2
 OJ0883  NAD 27      -  43 42 37.29841(N)    082 36 24.38772(W) AD(       ) 2
 OJ0883  NGVD 29 (07/19/86)  177.83   (m)          583.4    (f) LEVELING    3  
 OJ0883
 OJ0883.Superseded values are not recommended for survey control.
 OJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0883.See file dsdata.txt to determine how the superseded data were derived.
 OJ0883
 OJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7055940961(NAD 83)
 OJ0883_MARKER: DD = SURVEY DISK
 OJ0883_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0883_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0883
 OJ0883  HISTORY     - Date     Condition        Report By
 OJ0883  HISTORY     - 1980     MONUMENTED       NOS
 OJ0883  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0883
 OJ0883                          STATION DESCRIPTION
 OJ0883
 OJ0883'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0883'THE STATION IS LOCATED IN WHITE ROCK ON THE LAKE HURON
 OJ0883'SHORELINE.
 OJ0883'
 OJ0883'TO REACH THE STATION FROM THE JUNCTION OF M25 AND WHITE ROCK ROAD
 OJ0883'IN WHITE ROCK GO NORTH ON M25 FOR 0.1 KILOMETERS TO FRANKS
 OJ0883'PLACE (BAIT AND TACKLE STORE).  TURN RIGHT ON A DIRT DRIVE
 OJ0883'AND GO EAST FOR 0.2 KILOMETERS TO A BOAT RAMP AND THE STATION.
 OJ0883'
 OJ0883'THE STATION IS A STANDARD NOS DISK
 OJ0883'STAMPED---H 58 MI 1980---,
 OJ0883'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0883'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0883'1.77 METERS (5.8 FT) NORTH FROM A NOS
 OJ0883'WITNESS POST SIGN.
 OJ0883'0.61 METERS (2.0 FT) EAST FROM A PROPERTY LINE MONUMENT.
 OJ0883'
 OJ0883'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 OJ0883'
 OJ0883'DESCRIBED BY T. KUCHCIAK.
 OJ0883
 OJ0883                          STATION RECOVERY (1999)
 OJ0883
 OJ0883'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0883'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0884 ***********************************************************************
 OJ0884  DESIGNATION -  H 58A MI
 OJ0884  PID         -  OJ0884
 OJ0884  STATE/COUNTY-  MI/HURON
 OJ0884  USGS QUAD   -  FORESTVILLE (1963)
 OJ0884
 OJ0884                         *CURRENT SURVEY CONTROL
 OJ0884  ___________________________________________________________________
 OJ0884* NAD 83(1994)-  43 44 07.94117(N)    082 36 38.12521(W)     ADJUSTED  
 OJ0884* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 OJ0884  ___________________________________________________________________
 OJ0884  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OJ0884  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 OJ0884
 OJ0884  HORZ ORDER  -  SECOND
 OJ0884
 OJ0884.The horizontal coordinates were established by classical geodetic methods
 OJ0884.and adjusted by the National Geodetic Survey in February 1997..
 OJ0884
 OJ0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0884
 OJ0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0884
 OJ0884.The geoid height was determined by GEOID03.
 OJ0884
 OJ0884;                    North         East     Units Scale Factor Converg.
 OJ0884;SPC MI S     -   249,806.117 4,141,464.484   MT  1.00001718   +1 11 42.2
 OJ0884;SPC MI S     -   819,573.87 13,587,481.90   iFT  1.00001718   +1 11 42.2
 OJ0884;UTM  17      - 4,843,760.877   370,299.390   MT  0.99980691   -1 06 49.0
 OJ0884
 OJ0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0884!SPC MI S     -   0.99997776  x   1.00001718  =   0.99999494
 OJ0884!UTM  17      -   0.99997776  x   0.99980691  =   0.99978468
 OJ0884
 OJ0884:                Primary Azimuth Mark                     Grid Az
 OJ0884:SPC MI S     -  H 59A MI                                 354 56 04.5
 OJ0884:UTM  17      -  H 59A MI                                 357 14 35.7
 OJ0884
 OJ0884|---------------------------------------------------------------------|
 OJ0884| PID    Reference Object                     Distance      Geod. Az  |
 OJ0884|                                                           dddmmss.s |
 OJ0884| OJ0840 H 59A MI                            APPROX. 4.0 KM 3560746.7 |
 OJ0884|---------------------------------------------------------------------|
 OJ0884
 OJ0884                          SUPERSEDED SURVEY CONTROL
 OJ0884
 OJ0884  NAD 83(1986)-  43 44 07.92708(N)    082 36 38.14991(W) AD(       ) 2
 OJ0884  NAD 27      -  43 44 07.86049(N)    082 36 38.42563(W) AD(       ) 2
 OJ0884  NGVD 29 (07/19/86)  177.0    (m)          581.     (f) VERT ANG       
 OJ0884
 OJ0884.Superseded values are not recommended for survey control.
 OJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0884.See file dsdata.txt to determine how the superseded data were derived.
 OJ0884
 OJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7029943761(NAD 83)
 OJ0884_MARKER: A = ALUMINUM MARKER
 OJ0884_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 OJ0884_SP_SET: OBJECT DRIVEN INTO GROUND
 OJ0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0884
 OJ0884  HISTORY     - Date     Condition        Report By
 OJ0884  HISTORY     - 1980     MONUMENTED       NOS
 OJ0884  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0884
 OJ0884                          STATION DESCRIPTION
 OJ0884
 OJ0884'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0884'THE STATION IS LOCATED APPROXIMATELY 2.7 KILOMETERS NORTH OF
 OJ0884'WHITE ROCK AND 12.5 KILOMETERS SOUTH OF HARBOR BEACH ON THE LAKE
 OJ0884'HURON SHORELINE.
 OJ0884'
 OJ0884'TO REACH THE STATION FROM THE JUNCTION OF WHITE ROCK ROAD AND
 OJ0884'HIGHWAY M25 IN WHITE ROCK GO NORTH ON M25 FOR 2.7 KILOMETERS
 OJ0884'TO LEPPEK ROAD ON THE LEFT AND A DIRT ROAD ON THE RIGHT.  TURN
 OJ0884'RIGHT ON THE DIRT ROAD AND GO 0.2 KILOMETERS TO HOUSE NUMBER
 OJ0884'3935.  TURN RIGHT INTO THE DRIVEWAY AND CONTINUE TO THE
 OJ0884'SHORELINE AND THE STATION.
 OJ0884'
 OJ0884'THE STATION IS AN X STAMPED INTO THE TOP OF AN ALUMINUM
 OJ0884'ROD DRIVEN INTO AND FLUSH WITH THE GROUND.
 OJ0884'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 99 CM IN DIAMETER
 OJ0884'IT IS LOCATED
 OJ0884'23.96 METERS (78.6 FT) NORTHEAST FROM A PROPERTY MARKER.
 OJ0884'6.74 METERS (22.1 FT) SOUTHEAST FROM A 2 CM SQUARE BOLT IN A 50
 OJ0884'CM ELM TREE.
 OJ0884'32.8 METERS (10 FT) WEST FROM THE SHORELINE.
 OJ0884'
 OJ0884'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.44 METERS.
 OJ0884'
 OJ0884'DESCRIBED BY T. KUCHCIAK
 OJ0884
 OJ0884                          STATION RECOVERY (1999)
 OJ0884
 OJ0884'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0884'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0232 ***********************************************************************
 RL0232  DESIGNATION -  H 59
 RL0232  PID         -  RL0232
 RL0232  STATE/COUNTY-  MI/IRON
 RL0232  USGS QUAD   -  AMASA (1975)
 RL0232
 RL0232                         *CURRENT SURVEY CONTROL
 RL0232  ___________________________________________________________________
 RL0232* NAD 83(1986)-  46 12 27.     (N)    088 22 50.     (W)     SCALED    
 RL0232* NAVD 88     -       460.737  (meters)    1511.60   (feet)  ADJUSTED  
 RL0232  ___________________________________________________________________
 RL0232  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 RL0232  DYNAMIC HT  -         460.745 (meters)    1511.63  (feet)  COMP
 RL0232  MODELED GRAV-     980,618.4   (mgal)                       NAVD 88
 RL0232
 RL0232  VERT ORDER  -  SECOND    CLASS 0
 RL0232
 RL0232.The horizontal coordinates were scaled from a topographic map and have
 RL0232.an estimated accuracy of +/- 6 seconds.
 RL0232
 RL0232.The orthometric height was determined by differential leveling
 RL0232.and adjusted by the National Geodetic Survey in June 1991..
 RL0232
 RL0232.The geoid height was determined by GEOID03.
 RL0232
 RL0232.The dynamic height is computed by dividing the NAVD 88
 RL0232.geopotential number by the normal gravity value computed on the
 RL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0232.degrees latitude (g = 980.6199 gals.).
 RL0232
 RL0232.The modeled gravity was interpolated from observed gravity values.
 RL0232
 RL0232;                    North         East    Units  Estimated Accuracy
 RL0232;SPC MI N     -   159,220.    7,893,470.      MT  (+/- 180 meters Scaled)
 RL0232
 RL0232                          SUPERSEDED SURVEY CONTROL
 RL0232
 RL0232  NGVD 29 (??/??/92)  460.722  (m)         1511.55   (f) ADJ UNCH    2 0
 RL0232
 RL0232.Superseded values are not recommended for survey control.
 RL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0232.See file dsdata.txt to determine how the superseded data were derived.
 RL0232
 RL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS935180(NAD 83)
 RL0232_MARKER: DB = BENCH MARK DISK
 RL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0232_STAMPING: H 59 1934
 RL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0232+STABILITY: SURFACE MOTION
 RL0232
 RL0232  HISTORY     - Date     Condition        Report By
 RL0232  HISTORY     - 1934     MONUMENTED       CGS
 RL0232  HISTORY     - 1943     GOOD             NGS
 RL0232
 RL0232                          STATION DESCRIPTION
 RL0232
 RL0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 RL0232'AT BALSAM.
 RL0232'AT BALSAM, IRON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 RL0232'AND PACIFIC RAILROAD, 9 RAILS EAST OF THE BALSAM SIGN, 110 FEET
 RL0232'WEST OF THE POINT OF THE EAST SWITCH, AT A COUNTY-ROAD CROSSING,
 RL0232'60 FEET EAST OF THE COUNTY ROAD, 49 FEET SOUTH OF THE CENTERLINE
 RL0232'OF THE TRACK, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY LINE.  A
 RL0232'STANDARD DISK, STAMPED H 59 1934 AND SET IN THE TOP OF A
 RL0232'CONCRETE POST.  NOTE-- C AND NW HAS REMOVED ITS TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0841 ***********************************************************************
 OJ0841  DESIGNATION -  H 59 MI
 OJ0841  PID         -  OJ0841
 OJ0841  STATE/COUNTY-  MI/HURON
 OJ0841  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0841
 OJ0841                         *CURRENT SURVEY CONTROL
 OJ0841  ___________________________________________________________________
 OJ0841* NAD 83(1994)-  43 46 44.89966(N)    082 36 53.13541(W)     ADJUSTED  
 OJ0841* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 OJ0841  ___________________________________________________________________
 OJ0841  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 OJ0841  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0841
 OJ0841  HORZ ORDER  -  SECOND
 OJ0841
 OJ0841.The horizontal coordinates were established by classical geodetic methods
 OJ0841.and adjusted by the National Geodetic Survey in February 1997..
 OJ0841
 OJ0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0841
 OJ0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0841
 OJ0841.The geoid height was determined by GEOID03.
 OJ0841
 OJ0841;                    North         East     Units Scale Factor Converg.
 OJ0841;SPC MI S     -   254,642.422 4,141,027.855   MT  1.00002881   +1 11 32.0
 OJ0841;SPC MI S     -   835,441.02 13,586,049.39   iFT  1.00002881   +1 11 32.0
 OJ0841;UTM  17      - 4,848,609.802   370,058.026   MT  0.99980768   -1 07 02.6
 OJ0841
 OJ0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0841!SPC MI S     -   0.99997768  x   1.00002881  =   1.00000649
 OJ0841!UTM  17      -   0.99997768  x   0.99980768  =   0.99978536
 OJ0841
 OJ0841:                Primary Azimuth Mark                     Grid Az
 OJ0841:SPC MI S     -  H 60 MI                                  342 36 56.3
 OJ0841:UTM  17      -  H 60 MI                                  344 55 30.9
 OJ0841
 OJ0841|---------------------------------------------------------------------|
 OJ0841| PID    Reference Object                     Distance      Geod. Az  |
 OJ0841|                                                           dddmmss.s |
 OJ0841| OJ0842 H 60 MI                             APPROX. 2.1 KM 3434828.3 |
 OJ0841|---------------------------------------------------------------------|
 OJ0841
 OJ0841                          SUPERSEDED SURVEY CONTROL
 OJ0841
 OJ0841  NAD 83(1986)-  43 46 44.88527(N)    082 36 53.16009(W) AD(       ) 2
 OJ0841  NAD 27      -  43 46 44.82206(N)    082 36 53.43346(W) AD(       ) 2
 OJ0841  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 OJ0841
 OJ0841.Superseded values are not recommended for survey control.
 OJ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0841.See file dsdata.txt to determine how the superseded data were derived.
 OJ0841
 OJ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7005848610(NAD 83)
 OJ0841_MARKER: DD = SURVEY DISK
 OJ0841_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0841_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0841
 OJ0841  HISTORY     - Date     Condition        Report By
 OJ0841  HISTORY     - 1980     MONUMENTED       NOS
 OJ0841  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0841
 OJ0841                          STATION DESCRIPTION
 OJ0841
 OJ0841'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0841'THE STATION IS LOCATED 7.7 KILOMETERS NORTH OF WHITE ROCK AND
 OJ0841'7.7 KILOMETERS SOUTH OF HARBOR BEACH ON THE LAKE HURON SHORELINE.
 OJ0841'
 OJ0841'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0841'IN HARBOR BEACH GO SOUTH ON M25 FOR 5.3 KILOMETERS TO HELENA
 OJ0841'ROAD.  TURN LEFT ON HELENA ROAD AND GO 0.7 KILOMETERS TO A ROAD
 OJ0841'ON THE LEFT.  TURN LEFT ON THE WINDING ROAD AND GO 0.3 KILOMETERS TO
 OJ0841'A PRIVATE DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE GRAVEL DRIVEWAY
 OJ0841'AND GO 0.1 KILOMETERS TO THE END OF THE CUL DE SAC.
 OJ0841'WALK ON THE SHORELINE SOUTHEAST TO THE POINT AND THE
 OJ0841'STATION.
 OJ0841'
 OJ0841'THE STATION IS A STANDARD NOS DISK
 OJ0841'STAMPED---H 59 MI 1980---,
 OJ0841'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OJ0841'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0841'146 METERS (480 FT) SOUTHEAST FROM A 2-STORY WOODEN HOUSE.
 OJ0841'1.77 METERS (5.8 FT) WEST FROM A NOS WITNESS POST SIGN.
 OJ0841'
 OJ0841'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
 OJ0841'
 OJ0841'DESCRIBED BY T. KUCHCIAK.
 OJ0841
 OJ0841                          STATION RECOVERY (1999)
 OJ0841
 OJ0841'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0840 ***********************************************************************
 OJ0840  DESIGNATION -  H 59A MI
 OJ0840  PID         -  OJ0840
 OJ0840  STATE/COUNTY-  MI/HURON
 OJ0840  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0840
 OJ0840                         *CURRENT SURVEY CONTROL
 OJ0840  ___________________________________________________________________
 OJ0840* NAD 83(1994)-  43 46 17.93981(N)    082 36 50.26204(W)     ADJUSTED  
 OJ0840* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 OJ0840  ___________________________________________________________________
 OJ0840  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 OJ0840  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0840
 OJ0840  HORZ ORDER  -  SECOND
 OJ0840
 OJ0840.The horizontal coordinates were established by classical geodetic methods
 OJ0840.and adjusted by the National Geodetic Survey in February 1997..
 OJ0840
 OJ0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0840
 OJ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0840
 OJ0840.The geoid height was determined by GEOID03.
 OJ0840
 OJ0840;                    North         East     Units Scale Factor Converg.
 OJ0840;SPC MI S     -   253,811.847 4,141,109.418   MT  1.00002677   +1 11 34.0
 OJ0840;SPC MI S     -   832,716.03 13,586,316.99   iFT  1.00002677   +1 11 34.0
 OJ0840;UTM  17      - 4,847,776.798   370,106.042   MT  0.99980753   -1 07 00.0
 OJ0840
 OJ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0840!SPC MI S     -   0.99997775  x   1.00002677  =   1.00000452
 OJ0840!UTM  17      -   0.99997775  x   0.99980753  =   0.99978529
 OJ0840
 OJ0840:                Primary Azimuth Mark                     Grid Az
 OJ0840:SPC MI S     -  H 59 MI                                  354 23 29.3
 OJ0840:UTM  17      -  H 59 MI                                  356 42 03.3
 OJ0840
 OJ0840|---------------------------------------------------------------------|
 OJ0840| PID    Reference Object                     Distance      Geod. Az  |
 OJ0840|                                                           dddmmss.s |
 OJ0840| OJ0841 H 59 MI                             APPROX. 0.8 KM 3553503.3 |
 OJ0840|---------------------------------------------------------------------|
 OJ0840
 OJ0840                          SUPERSEDED SURVEY CONTROL
 OJ0840
 OJ0840  NAD 83(1986)-  43 46 17.92555(N)    082 36 50.28673(W) AD(       ) 2
 OJ0840  NAD 27      -  43 46 17.86100(N)    082 36 50.56067(W) AD(       ) 2
 OJ0840  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 OJ0840
 OJ0840.Superseded values are not recommended for survey control.
 OJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0840.See file dsdata.txt to determine how the superseded data were derived.
 OJ0840
 OJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7010647777(NAD 83)
 OJ0840_MARKER: DD = SURVEY DISK
 OJ0840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0840+STABILITY: SURFACE MOTION
 OJ0840
 OJ0840  HISTORY     - Date     Condition        Report By
 OJ0840  HISTORY     - 1980     MONUMENTED       NOS
 OJ0840  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0840
 OJ0840                          STATION DESCRIPTION
 OJ0840
 OJ0840'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0840'THE STATION IS LOCATED 6.9 KILOMETERS NORTH OF WHITE ROCK AND
 OJ0840'8.5 KILOMETERS SOUTH OF HARBOR BEACH ON THE LAKE HURON SHORELINE.
 OJ0840'
 OJ0840'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0840'IN HARBOR BEACH GO SOUTH ON M25 FOR 8.5 KILOMETERS TO THE
 OJ0840'ENTRANCE TO WAGENER COUNTY PARK.  TURN LEFT AND FOLLOW THE PARK
 OJ0840'ROAD TO A PUBLIC ACCESS AREA.  WALK TO A DIRT FILLED CONCRETE
 OJ0840'DOCK OR GROIN AND THE VICINITY OF THE STATION.
 OJ0840'
 OJ0840'THE STATION IS A STANDARD NOS DISK
 OJ0840'STAMPED---H 59A MI 1980---,
 OJ0840'SET INTO A CONCRETE LEDGE.  IT IS LOCATED
 OJ0840'47 METERS (153 FT) NORTHEAST FROM THE NORTH CORNER OF A SMALL
 OJ0840'BUILDING.
 OJ0840'34 METERS (113 FT) WEST FROM AN ANGLE ON THE NORTH SIDE OF THE
 OJ0840'DOCK.
 OJ0840'34 METERS (111 FT) WEST FROM A MULTIPLE TRUNKED WILLOW.
 OJ0840'
 OJ0840'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.27 METERS.
 OJ0840'
 OJ0840'DESCRIBED BY T. KUCHCIAK.
 OJ0840
 OJ0840                          STATION RECOVERY (1999)
 OJ0840
 OJ0840'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0840'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0275 ***********************************************************************
 PK0275  DESIGNATION -  H 6 MI 79
 PK0275  PID         -  PK0275
 PK0275  STATE/COUNTY-  MI/HURON
 PK0275  USGS QUAD   -  HURON CITY (1970)
 PK0275
 PK0275                         *CURRENT SURVEY CONTROL
 PK0275  ___________________________________________________________________
 PK0275* NAD 83(1994)-  44 01 57.53529(N)    082 48 53.67057(W)     ADJUSTED  
 PK0275* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 PK0275  ___________________________________________________________________
 PK0275  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 PK0275  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 PK0275
 PK0275  HORZ ORDER  -  SECOND
 PK0275
 PK0275.The horizontal coordinates were established by classical geodetic methods
 PK0275.and adjusted by the National Geodetic Survey in February 1997..
 PK0275
 PK0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0275
 PK0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0275
 PK0275.The geoid height was determined by GEOID03.
 PK0275
 PK0275;                    North         East     Units Scale Factor Converg.
 PK0275;SPC MI S     -   282,490.995 4,124,398.743   MT  1.00010805   +1 03 21.7
 PK0275;SPC MI S     -   926,807.73 13,531,491.94   iFT  1.00010805   +1 03 21.7
 PK0275;UTM  17      - 4,877,100.311   354,570.280   MT  0.99986013   -1 15 42.1
 PK0275
 PK0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0275!SPC MI S     -   0.99997765  x   1.00010805  =   1.00008570
 PK0275!UTM  17      -   0.99997765  x   0.99986013  =   0.99983779
 PK0275
 PK0275:                Primary Azimuth Mark                     Grid Az
 PK0275:SPC MI S     -  POINTE AUX BARQUES LH                    120 57 34.8
 PK0275:UTM  17      -  POINTE AUX BARQUES LH                    123 16 38.6
 PK0275
 PK0275|---------------------------------------------------------------------|
 PK0275| PID    Reference Object                     Distance      Geod. Az  |
 PK0275|                                                           dddmmss.s |
 PK0275| PK0276 POINTE AUX BARQUES LH               APPROX. 2.1 KM 1220056.5 |
 PK0275| PK0279 H 74 MI                             APPROX. 1.4 KM 2924406.8 |
 PK0275|---------------------------------------------------------------------|
 PK0275
 PK0275                          SUPERSEDED SURVEY CONTROL
 PK0275
 PK0275  NAD 83(1986)-  44 01 57.52115(N)    082 48 53.69078(W) AD(       ) 2
 PK0275  NAD 27      -  44 01 57.48807(N)    082 48 53.91041(W) AD(       ) 2
 PK0275  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 PK0275
 PK0275.Superseded values are not recommended for survey control.
 PK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0275.See file dsdata.txt to determine how the superseded data were derived.
 PK0275
 PK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5457077100(NAD 83)
 PK0275_MARKER: DD = SURVEY DISK
 PK0275_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PK0275_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0275
 PK0275  HISTORY     - Date     Condition        Report By
 PK0275  HISTORY     - 1979     MONUMENTED       NOS
 PK0275  HISTORY     - 1980     GOOD             NOS
 PK0275
 PK0275                          STATION DESCRIPTION
 PK0275
 PK0275'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0275'THE STATION IS LOCATED ABOUT 9 MILES EAST OF PORT AUSTIN ON
 PK0275'BALD EAGLE POINT ON THE SHORE OF LAKE HURON.
 PK0275'
 PK0275'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 25 AND 23
 PK0275'IN PORT AUSTIN, GO 7.65 MILES EAST ON HIGHWAY 25 TO THE JUNCTION
 PK0275'OF PIONEER ROAD ON THE LEFT.  TURN LEFT ON PIONEER ROAD AND GO
 PK0275'EAST FOR 1.0 MILE TO THE Y JUNCTION OF LIGHTHOUSE ROAD.  CONTINUE
 PK0275'EAST ON LIGHTHOUSE ROAD (GRAVEL) FOR 0.7 MILE TO A DIRT ROAD
 PK0275'ON THE LEFT AND A SIGN BALD EAGLE POINT ASSN.  TURN LEFT AND GO
 PK0275'NORTH ON THIS DIRT ROAD FOR 0.2 MILE TO A SHARP CURVE AND
 PK0275'A BOAT RAMP LOCATED ABOUT 300 FEET TO THE NORTH.
 PK0275'
 PK0275'THE STATION IS A NOS ALUMINUM DISK STAMPED---H 6 MI 79 1979---,
 PK0275'SECURED TO THE TOP OF A 1 X 30 INCH ALUMINUM ROD CEMENTED IN THE
 PK0275'GROUND FLUSH.  IT IS 229 FEET NORTH OF THE EDGE OF THE ROAD, 112
 PK0275'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 54.5 FEET
 PK0275'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, 67 FEET SOUTH
 PK0275'OF THE WATERS EDGE, 19.5 FEET WEST OF A WHITE FENCE AND 16 FEET
 PK0275'EAST OF THE EAST EDGE OF THE BOAT RAMP.
 PK0275'
 PK0275'HEIGHT OF LIGHT WAS 1.5 METERS.
 PK0275'
 PK0275'DESCRIBED BY J.D.S.
 PK0275
 PK0275                          STATION RECOVERY (1980)
 PK0275
 PK0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0275'THE STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 PK0275'
 PK0275'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.47 METERS.
 PK0275'
 PK0275'RECOVERED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0201 ***********************************************************************
 RL0201  DESIGNATION -  H 60
 RL0201  PID         -  RL0201
 RL0201  STATE/COUNTY-  MI/DICKINSON
 RL0201  USGS QUAD   -  CHANNING (1975)
 RL0201
 RL0201                         *CURRENT SURVEY CONTROL
 RL0201  ___________________________________________________________________
 RL0201* NAD 83(1986)-  46 09 39.     (N)    088 05 28.     (W)     SCALED    
 RL0201* NAVD 88     -       426.501  (meters)    1399.28   (feet)  ADJUSTED  
 RL0201  ___________________________________________________________________
 RL0201  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 RL0201  DYNAMIC HT  -         426.499 (meters)    1399.27  (feet)  COMP
 RL0201  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 RL0201
 RL0201  VERT ORDER  -  SECOND    CLASS 0
 RL0201
 RL0201.The horizontal coordinates were scaled from a topographic map and have
 RL0201.an estimated accuracy of +/- 6 seconds.
 RL0201
 RL0201.The orthometric height was determined by differential leveling
 RL0201.and adjusted by the National Geodetic Survey in June 1991..
 RL0201
 RL0201.The geoid height was determined by GEOID03.
 RL0201
 RL0201.The dynamic height is computed by dividing the NAVD 88
 RL0201.geopotential number by the normal gravity value computed on the
 RL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0201.degrees latitude (g = 980.6199 gals.).
 RL0201
 RL0201.The modeled gravity was interpolated from observed gravity values.
 RL0201
 RL0201;                    North         East    Units  Estimated Accuracy
 RL0201;SPC MI N     -   153,680.    7,915,740.      MT  (+/- 180 meters Scaled)
 RL0201
 RL0201                          SUPERSEDED SURVEY CONTROL
 RL0201
 RL0201  NGVD 29 (??/??/92)  426.472  (m)         1399.18   (f) ADJ UNCH    2 0
 RL0201
 RL0201.Superseded values are not recommended for survey control.
 RL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0201.See file dsdata.txt to determine how the superseded data were derived.
 RL0201
 RL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS157124(NAD 83)
 RL0201_MARKER: DB = BENCH MARK DISK
 RL0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0201_STAMPING: H 60 1934
 RL0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0201+STABILITY: SURFACE MOTION
 RL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0201+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2000
 RL0201
 RL0201  HISTORY     - Date     Condition        Report By
 RL0201  HISTORY     - 1934     MONUMENTED       CGS
 RL0201  HISTORY     - 20001017 GOOD             MIDT
 RL0201
 RL0201                          STATION DESCRIPTION
 RL0201
 RL0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0201'1.5 MI N FROM CHANNING.
 RL0201'1.5 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0201'PACIFIC RAILROAD FROM THE STATION AT CHANNING, DICKINSON
 RL0201'COUNTY, 21 FEET NORTH OF A CROSSING ONE MILE SIGNPOST, 20 FEET
 RL0201'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 25 FEET EAST OF A
 RL0201'FENCE.  A STANDARD DISK, STAMPED H 60 1934 AND SET IN THE TOP
 RL0201'OF A CONCRETE POST.
 RL0201
 RL0201                          STATION RECOVERY (2000)
 RL0201
 RL0201'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0201'FROM THE POST OFFICE IN CHANNING, 0.3 MI N ALONG HWY 95, THENCE 1.18
 RL0201'MI N ALONG SAWYER LAKE ROAD TO THE MARK ON THE LEFT IN STAND OF ASPEN
 RL0201'TREES, 103 FT W OF THE C/L OF THE ROAD, 20 FT W OF THE C/L RR, 1 FT W
 RL0201'OF A WITNESS POST, 0.4 FT ABOVE THE GOUND AND LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0842 ***********************************************************************
 OJ0842  DESIGNATION -  H 60 MI
 OJ0842  PID         -  OJ0842
 OJ0842  STATE/COUNTY-  MI/HURON
 OJ0842  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0842
 OJ0842                         *CURRENT SURVEY CONTROL
 OJ0842  ___________________________________________________________________
 OJ0842* NAD 83(1994)-  43 47 51.03340(N)    082 37 19.64838(W)     ADJUSTED  
 OJ0842* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 OJ0842  ___________________________________________________________________
 OJ0842  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OJ0842  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0842
 OJ0842  HORZ ORDER  -  SECOND
 OJ0842
 OJ0842.The horizontal coordinates were established by classical geodetic methods
 OJ0842.and adjusted by the National Geodetic Survey in February 1997..
 OJ0842
 OJ0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0842
 OJ0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0842
 OJ0842.The geoid height was determined by GEOID03.
 OJ0842
 OJ0842;                    North         East     Units Scale Factor Converg.
 OJ0842;SPC MI S     -   256,670.847 4,140,392.791   MT  1.00003388   +1 11 14.0
 OJ0842;SPC MI S     -   842,095.95 13,583,965.85   iFT  1.00003388   +1 11 14.0
 OJ0842;UTM  17      - 4,850,661.717   369,505.354   MT  0.99980945   -1 07 22.3
 OJ0842
 OJ0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0842!SPC MI S     -   0.99997766  x   1.00003388  =   1.00001154
 OJ0842!UTM  17      -   0.99997766  x   0.99980945  =   0.99978712
 OJ0842
 OJ0842:                Primary Azimuth Mark                     Grid Az
 OJ0842:SPC MI S     -  H 61 MI                                  344 28 43.4
 OJ0842:UTM  17      -  H 61 MI                                  346 47 19.7
 OJ0842
 OJ0842|---------------------------------------------------------------------|
 OJ0842| PID    Reference Object                     Distance      Geod. Az  |
 OJ0842|                                                           dddmmss.s |
 OJ0842| OJ0845 H 61 MI                             APPROX. 3.9 KM 3453957.4 |
 OJ0842|---------------------------------------------------------------------|
 OJ0842
 OJ0842                          SUPERSEDED SURVEY CONTROL
 OJ0842
 OJ0842  NAD 83(1986)-  43 47 51.01889(N)    082 37 19.67295(W) AD(       ) 2
 OJ0842  NAD 27      -  43 47 50.95763(N)    082 37 19.94372(W) AD(       ) 2
 OJ0842  NGVD 29 (07/19/86)  177.7    (m)          583.     (f) VERT ANG       
 OJ0842
 OJ0842.Superseded values are not recommended for survey control.
 OJ0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0842.See file dsdata.txt to determine how the superseded data were derived.
 OJ0842
 OJ0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6950550662(NAD 83)
 OJ0842_MARKER: DD = SURVEY DISK
 OJ0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0842_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0842_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0842+STABILITY: SURFACE MOTION
 OJ0842
 OJ0842  HISTORY     - Date     Condition        Report By
 OJ0842  HISTORY     - 1980     MONUMENTED       NOS
 OJ0842  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0842
 OJ0842                          STATION DESCRIPTION
 OJ0842
 OJ0842'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0842'THE STATION IS LOCATED APPROXIMATELY 5.6 KILOMETERS SOUTH OF
 OJ0842'HARBOR BEACH ON THE LAKE HURON SHORELINE.
 OJ0842'
 OJ0842'TO REACH THE STATION FROM THE JUNCTION OF M25 AND M142 IN HARBOR
 OJ0842'BEACH GO 5.6 KILOMETERS SOUTH TO THE PRIVATE DRIVEWAY OF JUDGE
 OJ0842'JAMES LINCOLN, RETIRED AT 1829 SOUTH LAKESHORE.  TURN LEFT INTO
 OJ0842'THE DRIVEWAY AND GO 0.5 KILOMETERS TO THE STATION ON A SMALL
 OJ0842'MAN-MADE POINT WHICH IS THE NORTHERLY OF TWO POINTS.
 OJ0842'
 OJ0842'THE STATION IS A STANDARD NOS DISK
 OJ0842'STAMPED---H 60 MI 1980---,
 OJ0842'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 25 CM IN DIAMETER
 OJ0842'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0842'107 METERS (350 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF THE
 OJ0842'NORTH BUILDING.
 OJ0842'82 METERS (270 FT) EAST FROM THE CENTERLINE OF THE DIRT DRIVEWAY.
 OJ0842'69 METERS (225 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 OJ0842'SOUTH BUILDING ON THE PROPERTY.  A NOS WITNESS POST
 OJ0842'SIGN WAS DRIVEN INTO THE GROUND NEAR THE STATION.
 OJ0842'
 OJ0842'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.58 METERS.
 OJ0842'
 OJ0842'DESCRIBED BY T. KUCHCIAK.
 OJ0842
 OJ0842                          STATION RECOVERY (1999)
 OJ0842
 OJ0842'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0195 ***********************************************************************
 RL0195  DESIGNATION -  H 61
 RL0195  PID         -  RL0195
 RL0195  STATE/COUNTY-  MI/DICKINSON
 RL0195  USGS QUAD   -  SAGOLA (1955)
 RL0195
 RL0195                         *CURRENT SURVEY CONTROL
 RL0195  ___________________________________________________________________
 RL0195* NAD 83(1986)-  46 05 21.     (N)    088 04 35.     (W)     SCALED    
 RL0195* NAVD 88     -       437.092  (meters)    1434.03   (feet)  ADJUSTED  
 RL0195  ___________________________________________________________________
 RL0195  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 RL0195  DYNAMIC HT  -         437.088 (meters)    1434.01  (feet)  COMP
 RL0195  MODELED GRAV-     980,592.6   (mgal)                       NAVD 88
 RL0195
 RL0195  VERT ORDER  -  SECOND    CLASS 0
 RL0195
 RL0195.The horizontal coordinates were scaled from a topographic map and have
 RL0195.an estimated accuracy of +/- 6 seconds.
 RL0195
 RL0195.The orthometric height was determined by differential leveling
 RL0195.and adjusted by the National Geodetic Survey in June 1991..
 RL0195
 RL0195.The geoid height was determined by GEOID03.
 RL0195
 RL0195.The dynamic height is computed by dividing the NAVD 88
 RL0195.geopotential number by the normal gravity value computed on the
 RL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0195.degrees latitude (g = 980.6199 gals.).
 RL0195
 RL0195.The modeled gravity was interpolated from observed gravity values.
 RL0195
 RL0195;                    North         East    Units  Estimated Accuracy
 RL0195;SPC MI N     -   145,700.    7,916,760.      MT  (+/- 180 meters Scaled)
 RL0195
 RL0195                          SUPERSEDED SURVEY CONTROL
 RL0195
 RL0195  NGVD 29 (??/??/92)  437.071  (m)         1433.96   (f) ADJ UNCH    2 0
 RL0195
 RL0195.Superseded values are not recommended for survey control.
 RL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0195.See file dsdata.txt to determine how the superseded data were derived.
 RL0195
 RL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS167045(NAD 83)
 RL0195_MARKER: DB = BENCH MARK DISK
 RL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0195_STAMPING: H 61 1934
 RL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0195+STABILITY: SURFACE MOTION
 RL0195
 RL0195  HISTORY     - Date     Condition        Report By
 RL0195  HISTORY     - 1934     MONUMENTED       CGS
 RL0195  HISTORY     - 1955     MARK NOT FOUND   NGS
 RL0195
 RL0195                          STATION DESCRIPTION
 RL0195
 RL0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RL0195'AT SAGOLA.
 RL0195'AT SAGOLA, DICKINSON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 RL0195'AND PACIFIC RAILROAD, 250 FEET NORTH OF THE STATION, 18 FEET
 RL0195'NORTH OF THE CENTERLINE OF A ROAD, 18 FEET EAST OF THE CENTERLINE
 RL0195'OF THE MAIN TRACK, AND 2 FEET SOUTHWEST OF A POLE.  A STANDARD
 RL0195'DISK, STAMPED H 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0845 ***********************************************************************
 OJ0845  DESIGNATION -  H 61 MI
 OJ0845  PID         -  OJ0845
 OJ0845  STATE/COUNTY-  MI/HURON
 OJ0845  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0845
 OJ0845                         *CURRENT SURVEY CONTROL
 OJ0845  ___________________________________________________________________
 OJ0845* NAD 83(1994)-  43 49 53.57034(N)    082 38 02.90287(W)     ADJUSTED  
 OJ0845* NAVD 88     -       177.7    (meters)     583.     (feet)  VERTCON   
 OJ0845  ___________________________________________________________________
 OJ0845  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 OJ0845  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0845
 OJ0845  HORZ ORDER  -  SECOND
 OJ0845
 OJ0845.The horizontal coordinates were established by classical geodetic methods
 OJ0845.and adjusted by the National Geodetic Survey in February 1997..
 OJ0845
 OJ0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0845
 OJ0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0845
 OJ0845.The geoid height was determined by GEOID03.
 OJ0845
 OJ0845;                    North         East     Units Scale Factor Converg.
 OJ0845;SPC MI S     -   260,432.146 4,139,348.183   MT  1.00004356   +1 10 44.5
 OJ0845;SPC MI S     -   854,436.17 13,580,538.66   iFT  1.00004356   +1 10 44.5
 OJ0845;UTM  17      - 4,854,461.205   368,613.434   MT  0.99981232   -1 07 54.7
 OJ0845
 OJ0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0845!SPC MI S     -   0.99997765  x   1.00004356  =   1.00002121
 OJ0845!UTM  17      -   0.99997765  x   0.99981232  =   0.99978997
 OJ0845
 OJ0845:                Primary Azimuth Mark                     Grid Az
 OJ0845:SPC MI S     -  HARBOR BEACH LIGHT                       007 00 53.1
 OJ0845:UTM  17      -  HARBOR BEACH LIGHT                       009 19 32.3
 OJ0845
 OJ0845|---------------------------------------------------------------------|
 OJ0845| PID    Reference Object                     Distance      Geod. Az  |
 OJ0845|                                                           dddmmss.s |
 OJ0845| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.6 KM 0081137.6 |
 OJ0845| OJ0844 HARBOR BEACH N BRK ANTENNA          APPROX. 1.6 KM 0081915.0 |
 OJ0845| OJ0843 HARBOR BEACH S PIER LT              APPROX. 1.4 KM 0102535.6 |
 OJ0845| OJ0854 HARBOR BEACH CABLE TV MAST          APPROX. 3.5 KM 3264646.7 |
 OJ0845| OJ0846 60 USE                              APPROX. 0.5 KM 3352858.5 |
 OJ0845| OJ0848 HARBOR BEACH EDISON STACK           APPROX. 2.4 KM 3412047.8 |
 OJ0845|---------------------------------------------------------------------|
 OJ0845
 OJ0845                          SUPERSEDED SURVEY CONTROL
 OJ0845
 OJ0845  NAD 83(1986)-  43 49 53.55568(N)    082 38 02.92731(W) AD(       ) 2
 OJ0845  NAD 27      -  43 49 53.49726(N)    082 38 03.19184(W) AD(       ) 2
 OJ0845  NGVD 29 (07/19/86)  177.8    (m)          583.     (f) VERT ANG       
 OJ0845
 OJ0845.Superseded values are not recommended for survey control.
 OJ0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0845.See file dsdata.txt to determine how the superseded data were derived.
 OJ0845
 OJ0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6861354461(NAD 83)
 OJ0845_MARKER: DD = SURVEY DISK
 OJ0845_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0845_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0845
 OJ0845  HISTORY     - Date     Condition        Report By
 OJ0845  HISTORY     - 1980     MONUMENTED       NOS
 OJ0845  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0845
 OJ0845                          STATION DESCRIPTION
 OJ0845
 OJ0845'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0845'THE STATION IS LOCATED 0.3 KILOMETERS SOUTH OF THE SOUTHERLY
 OJ0845'LIMITS OF HARBOR BEACH ON THE LAKE HURON SHORELINE.
 OJ0845'
 OJ0845'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0845'IN HARBOR BEACH GO SOUTH ON HIGHWAY M25 FOR 1.9 KILOMETERS TO
 OJ0845'SCHOTT STREET.  TURN LEFT ON SCHOTT STREET AND GO TO THE END
 OJ0845'OF THE ROAD AT 889 LAKEVIEW DRIVE.  CONTINUE NORTH AND EAST
 OJ0845'ON THE TRAIL FOR 0.2 KILOMETERS TO THE EAST END OF A PROMINENT
 OJ0845'POINT OF LAND AND THE VICINITY OF THE STATION.
 OJ0845'
 OJ0845'THE STATION IS A STANDARD NOS DISK
 OJ0845'STAMPED---H 60 MI 1980---,
 OJ0845'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OJ0845'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0845'8.99 METERS (29.5 FT) NORTHEAST FROM A PK NAIL IN A 30 CM POPLAR
 OJ0845'TREE WITH TWO TRUNKS.
 OJ0845'8.0 METERS (27 FT) SOUTH FROM THE SHORELINE.
 OJ0845'1.0 METERS (3.4 FT) EAST FROM A NOS WITNESS POST SIGN.
 OJ0845'0.94 METERS (3.1 FT) SOUTHWEST FROM A PK NAIL IN A 20 CM
 OJ0845'BIRCH.
 OJ0845'
 OJ0845'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.34 METERS.
 OJ0845'
 OJ0845'DESCRIBED BY T. KUCHCIAK.
 OJ0845
 OJ0845                          STATION RECOVERY (1999)
 OJ0845
 OJ0845'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0845'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0246 ***********************************************************************
 RL0246  DESIGNATION -  H 62
 RL0246  PID         -  RL0246
 RL0246  STATE/COUNTY-  MI/IRON
 RL0246  USGS QUAD   -  FORTUNE LAKES (1944)
 RL0246
 RL0246                         *CURRENT SURVEY CONTROL
 RL0246  ___________________________________________________________________
 RL0246* NAD 83(1986)-  46 05 41.     (N)    088 25 00.     (W)     SCALED    
 RL0246* NAVD 88     -       419.708  (meters)    1376.99   (feet)  ADJUSTED  
 RL0246  ___________________________________________________________________
 RL0246  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 RL0246  DYNAMIC HT  -         419.717 (meters)    1377.02  (feet)  COMP
 RL0246  MODELED GRAV-     980,623.2   (mgal)                       NAVD 88
 RL0246
 RL0246  VERT ORDER  -  SECOND    CLASS 0
 RL0246
 RL0246.The horizontal coordinates were scaled from a topographic map and have
 RL0246.an estimated accuracy of +/- 6 seconds.
 RL0246
 RL0246.The orthometric height was determined by differential leveling
 RL0246.and adjusted by the National Geodetic Survey in June 1991..
 RL0246
 RL0246.The geoid height was determined by GEOID03.
 RL0246
 RL0246.The dynamic height is computed by dividing the NAVD 88
 RL0246.geopotential number by the normal gravity value computed on the
 RL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0246.degrees latitude (g = 980.6199 gals.).
 RL0246
 RL0246.The modeled gravity was interpolated from observed gravity values.
 RL0246
 RL0246;                    North         East    Units  Estimated Accuracy
 RL0246;SPC MI N     -   146,730.    7,890,460.      MT  (+/- 180 meters Scaled)
 RL0246
 RL0246                          SUPERSEDED SURVEY CONTROL
 RL0246
 RL0246  NGVD 29 (??/??/92)  419.703  (m)         1376.98   (f) ADJ UNCH    2 0
 RL0246
 RL0246.Superseded values are not recommended for survey control.
 RL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0246.See file dsdata.txt to determine how the superseded data were derived.
 RL0246
 RL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS904055(NAD 83)
 RL0246_MARKER: DB = BENCH MARK DISK
 RL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0246_STAMPING: H 62 1935
 RL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0246+STABILITY: SURFACE MOTION
 RL0246
 RL0246  HISTORY     - Date     Condition        Report By
 RL0246  HISTORY     - 1935     MONUMENTED       CGS
 RL0246
 RL0246                          STATION DESCRIPTION
 RL0246
 RL0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 RL0246'AT FORTUNE LAKE.
 RL0246'AT FORTUNE LAKE, IRON COUNTY, ON THE CHICAGO, MILWAUKEE, ST. PAUL
 RL0246'PACIFIC RAILROAD, ABOUT 100 FEET WEST OF A PRIVATE-ROAD CROSSING,
 RL0246'36 FEET WEST OF A SWITCH STAND, 5 FEET EAST OF THE STATION SIGN,
 RL0246'AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 RL0246'DISK, STAMPED H 62 1935 AND SET IN THE TOP OF A CONCRETE POST
 RL0246'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0857 ***********************************************************************
 OJ0857  DESIGNATION -  H 62 MI
 OJ0857  PID         -  OJ0857
 OJ0857  STATE/COUNTY-  MI/HURON
 OJ0857  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0857
 OJ0857                         *CURRENT SURVEY CONTROL
 OJ0857  ___________________________________________________________________
 OJ0857* NAD 83(1994)-  43 50 44.26492(N)    082 37 52.98046(W)     ADJUSTED  
 OJ0857* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 OJ0857  ___________________________________________________________________
 OJ0857  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OJ0857  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OJ0857
 OJ0857  HORZ ORDER  -  SECOND
 OJ0857
 OJ0857.The horizontal coordinates were established by classical geodetic methods
 OJ0857.and adjusted by the National Geodetic Survey in February 1997..
 OJ0857
 OJ0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0857
 OJ0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0857
 OJ0857.The geoid height was determined by GEOID03.
 OJ0857
 OJ0857;                    North         East     Units Scale Factor Converg.
 OJ0857;SPC MI S     -   262,001.070 4,139,537.589   MT  1.00004767   +1 10 51.3
 OJ0857;SPC MI S     -   859,583.56 13,581,160.07   iFT  1.00004767   +1 10 51.3
 OJ0857;UTM  17      - 4,856,020.851   368,865.892   MT  0.99981151   -1 07 48.9
 OJ0857
 OJ0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0857!SPC MI S     -   0.99997734  x   1.00004767  =   1.00002501
 OJ0857!UTM  17      -   0.99997734  x   0.99981151  =   0.99978885
 OJ0857
 OJ0857:                Primary Azimuth Mark                     Grid Az
 OJ0857:SPC MI S     -  60 USE                                   200 03 29.1
 OJ0857:UTM  17      -  60 USE                                   202 22 09.3
 OJ0857
 OJ0857|---------------------------------------------------------------------|
 OJ0857| PID    Reference Object                     Distance      Geod. Az  |
 OJ0857|                                                           dddmmss.s |
 OJ0857| OJ0846 60 USE                              APPROX. 1.2 KM 2011420.4 |
 OJ0857|---------------------------------------------------------------------|
 OJ0857
 OJ0857                          SUPERSEDED SURVEY CONTROL
 OJ0857
 OJ0857  NAD 83(1986)-  43 50 44.25018(N)    082 37 53.00487(W) AD(       ) 2
 OJ0857  NAD 27      -  43 50 44.19238(N)    082 37 53.26731(W) AD(       ) 2
 OJ0857  NGVD 29 (07/19/86)  179.8    (m)          590.     (f) VERT ANG       
 OJ0857
 OJ0857.Superseded values are not recommended for survey control.
 OJ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0857.See file dsdata.txt to determine how the superseded data were derived.
 OJ0857
 OJ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6886656021(NAD 83)
 OJ0857_MARKER: DD = SURVEY DISK
 OJ0857_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ0857+WITH SETTING: PAVEMENT
 OJ0857_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0857+STABILITY: SURFACE MOTION
 OJ0857
 OJ0857  HISTORY     - Date     Condition        Report By
 OJ0857  HISTORY     - 1980     MONUMENTED       NOS
 OJ0857  HISTORY     - 19991211 GOOD             USPSQD
 OJ0857
 OJ0857                          STATION DESCRIPTION
 OJ0857
 OJ0857'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0857'THE STATION IS LOCATED AT HARBOR BEACH NEAR THE SOUTH END OF A
 OJ0857'LONG CONCRETE BREAKWATER JUST WEST OF THE HARBOR BEACH
 OJ0857'LIGHTHOUSE.
 OJ0857'
 OJ0857'TO REACH THE STATION FROM HARBOR BEACH GO BY BOAT TO THE
 OJ0857'THE HARBOR BEACH LIGHT AND THE STATION.
 OJ0857'
 OJ0857'THE STATION IS A STANDARD NOS DISK
 OJ0857'STAMPED---H 62 MI 1980---,
 OJ0857'SET IN A DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE
 OJ0857'BREAKWATER.
 OJ0857'IT IS LOCATED
 OJ0857'2.13 METERS (7.0 FT) SOUTHWEST FROM THE FACE OF THE HARBOR
 OJ0857'BEACH LIGHT.
 OJ0857'1.52 METERS (5.0 FT) NORTH FROM THE SOUTH EDGE OF THE
 OJ0857'BREAKWATER.
 OJ0857'1.52 METERS (5.0 FT) EAST FROM THE WEST EDGE OF THE BREAKWATER
 OJ0857'
 OJ0857'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.53 METERS.
 OJ0857'
 OJ0857'DESCRIBED BY T. KUCHCIAK.
 OJ0857
 OJ0857                          STATION RECOVERY (1999)
 OJ0857
 OJ0857'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0288 ***********************************************************************
 RL0288  DESIGNATION -  H 63
 RL0288  PID         -  RL0288
 RL0288  STATE/COUNTY-  MI/IRON
 RL0288  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0288
 RL0288                         *CURRENT SURVEY CONTROL
 RL0288  ___________________________________________________________________
 RL0288* NAD 83(1986)-  46 14 32.     (N)    088 57 29.     (W)     SCALED    
 RL0288* NAVD 88     -       501.226  (meters)    1644.44   (feet)  ADJUSTED  
 RL0288  ___________________________________________________________________
 RL0288  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL0288  DYNAMIC HT  -         501.233 (meters)    1644.46  (feet)  COMP
 RL0288  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RL0288
 RL0288  VERT ORDER  -  SECOND    CLASS 0
 RL0288
 RL0288.The horizontal coordinates were scaled from a topographic map and have
 RL0288.an estimated accuracy of +/- 6 seconds.
 RL0288
 RL0288.The orthometric height was determined by differential leveling
 RL0288.and adjusted by the National Geodetic Survey in June 1991..
 RL0288
 RL0288.The geoid height was determined by GEOID03.
 RL0288
 RL0288.The dynamic height is computed by dividing the NAVD 88
 RL0288.geopotential number by the normal gravity value computed on the
 RL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0288.degrees latitude (g = 980.6199 gals.).
 RL0288
 RL0288.The modeled gravity was interpolated from observed gravity values.
 RL0288
 RL0288;                    North         East    Units  Estimated Accuracy
 RL0288;SPC MI N     -   164,010.    7,849,020.      MT  (+/- 180 meters Scaled)
 RL0288
 RL0288                          SUPERSEDED SURVEY CONTROL
 RL0288
 RL0288  NGVD 29 (??/??/92)  501.241  (m)         1644.49   (f) ADJ UNCH    2 0
 RL0288
 RL0288.Superseded values are not recommended for survey control.
 RL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0288.See file dsdata.txt to determine how the superseded data were derived.
 RL0288
 RL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS490228(NAD 83)
 RL0288_MARKER: DB = BENCH MARK DISK
 RL0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0288_STAMPING: H 63 1934
 RL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0288+STABILITY: SURFACE MOTION
 RL0288
 RL0288  HISTORY     - Date     Condition        Report By
 RL0288  HISTORY     - 1934     MONUMENTED       CGS
 RL0288  HISTORY     - 1954     MARK NOT FOUND   NGS
 RL0288  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0288  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0288
 RL0288                          STATION DESCRIPTION
 RL0288
 RL0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RL0288'3.2 MI W FROM ELMWOOD.
 RL0288'3.2 MILES WEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0288'ELMWOOD, IRON COUNTY, 14-1/2 RAILS EAST OF MILEPOST POWERS 90,
 RL0288'15 FEET EAST OF A WHISTLE POST, AND 15 FEET SOUTH OF THE
 RL0288'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H 63 1934
 RL0288'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 RL0288'NOTE-- NOT FOUND POSSIBLY DUE TO POOR DESCRIPTION, OR IT MAY BE
 RL0288'COVERED BY DIRT, LEAVES, ETC.
 RL0288
 RL0288                          STATION RECOVERY (1997)
 RL0288
 RL0288'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0288'MARK NOT FOUND.
 RL0288
 RL0288                          STATION RECOVERY (2002)
 RL0288
 RL0288'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0853 ***********************************************************************
 OJ0853  DESIGNATION -  H 63 MI
 OJ0853  PID         -  OJ0853
 OJ0853  STATE/COUNTY-  MI/HURON
 OJ0853  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0853
 OJ0853                         *CURRENT SURVEY CONTROL
 OJ0853  ___________________________________________________________________
 OJ0853* NAD 83(1994)-  43 52 09.94546(N)    082 39 20.01405(W)     ADJUSTED  
 OJ0853* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 OJ0853  ___________________________________________________________________
 OJ0853  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 OJ0853  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0853
 OJ0853  HORZ ORDER  -  SECOND
 OJ0853
 OJ0853.The horizontal coordinates were established by classical geodetic methods
 OJ0853.and adjusted by the National Geodetic Survey in February 1997..
 OJ0853
 OJ0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0853
 OJ0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0853
 OJ0853.The geoid height was determined by GEOID03.
 OJ0853
 OJ0853;                    North         East     Units Scale Factor Converg.
 OJ0853;SPC MI S     -   264,605.292 4,137,540.075   MT  1.00005475   +1 09 52.1
 OJ0853;SPC MI S     -   868,127.60 13,574,606.55   iFT  1.00005475   +1 09 52.1
 OJ0853;UTM  17      - 4,858,702.885   366,975.488   MT  0.99981765   -1 08 51.0
 OJ0853
 OJ0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0853!SPC MI S     -   0.99997776  x   1.00005475  =   1.00003251
 OJ0853!UTM  17      -   0.99997776  x   0.99981765  =   0.99979541
 OJ0853
 OJ0853:                Primary Azimuth Mark                     Grid Az
 OJ0853:SPC MI S     -  HARBOR BEACH LIGHT                       142 24 56.1
 OJ0853:UTM  17      -  HARBOR BEACH LIGHT                       144 43 39.2
 OJ0853
 OJ0853|---------------------------------------------------------------------|
 OJ0853| PID    Reference Object                     Distance      Geod. Az  |
 OJ0853|                                                           dddmmss.s |
 OJ0853| OJ0856 HARBOR BEACH LIGHT                  APPROX. 3.3 KM 1433448.2 |
 OJ0853| OJ0843 HARBOR BEACH S PIER LT              APPROX. 3.5 KM 1451437.9 |
 OJ0853| OJ0848 HARBOR BEACH EDISON STACK           APPROX. 2.2 KM 1534903.5 |
 OJ0853| OJ0852 HARBOR BEACH HERCULES WT            APPROX. 2.7 KM 1691326.7 |
 OJ0853| OJ0854 HARBOR BEACH CABLE TV MAST          APPROX. 1.3 KM 1885207.4 |
 OJ0853|---------------------------------------------------------------------|
 OJ0853
 OJ0853                          SUPERSEDED SURVEY CONTROL
 OJ0853
 OJ0853  NAD 83(1986)-  43 52 09.93058(N)    082 39 20.03826(W) AD(       ) 2
 OJ0853  NAD 27      -  43 52 09.87725(N)    082 39 20.29355(W) AD(       ) 2
 OJ0853  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 OJ0853
 OJ0853.Superseded values are not recommended for survey control.
 OJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0853.See file dsdata.txt to determine how the superseded data were derived.
 OJ0853
 OJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6697558703(NAD 83)
 OJ0853_MARKER: DD = SURVEY DISK
 OJ0853_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0853_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0853
 OJ0853  HISTORY     - Date     Condition        Report By
 OJ0853  HISTORY     - 1980     MONUMENTED       NOS
 OJ0853  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0853
 OJ0853                          STATION DESCRIPTION
 OJ0853
 OJ0853'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0853'THE STATION IS LOCATED 1.2 KILOMETERS NORTH OF THE NORTHERN
 OJ0853'LIMITS OF HARBOR BEACH AND ON THE LAKE HURON SHORELINE.
 OJ0853'
 OJ0853'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0853'IN HARBOR BEACH GO NORTH ON HIGHWAY M25 FOR 2.1 KILOMETERS
 OJ0853'TO RAPSON ROAD.  TURN RIGHT ON RAPSON ROAD FOR 0.3 KILOMETERS
 OJ0853'TO THE JUNCTION WITH THE OLD SHORE ROAD.  TURN LEFT ON OLD
 OJ0853'SHORE ROAD AND GO 1.1 KILOMETERS TO A TRAIL ON THE RIGHT.  TURN
 OJ0853'RIGHT ON THE TRAIL AND GO 0.8 KILOMETERS SOUTHEAST ON THE
 OJ0853'TRAIL TO THE WESTERLY BANK OF A CHANNEL.  WALK ACROSS THE
 OJ0853'SOUTHERLY END OF THE CHANNEL AND FOLLOW THE EASTERLY BANK NORTH
 OJ0853'TO THE END OF THE POINT AND THE STATION.
 OJ0853'
 OJ0853'THE STATION IS A STANDARD NOS DISK
 OJ0853'STAMPED---H 63 MI 1980---,
 OJ0853'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE 20 CM IN DIAMETER
 OJ0853'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0853'15 METERS (50 FT) SOUTHWEST FROM THE NORTHEAST END OF THE
 OJ0853'POINT.
 OJ0853'5.27 METERS (17.3 FT) NORTHEAST FROM A PK NAIL IN A 20 CM ASH.
 OJ0853'05 METERS (15 FT) NORTHWEST FROM THE EASTERLY SHORELINE OF THE
 OJ0853'POINT.
 OJ0853'04 METERS (12 FT) SOUTHEAST FROM THE WESTERLY SHORELINE OF THE
 OJ0853'POINT.
 OJ0853'3.29 METERS (10.8 FT) SOUTHWEST FROM A NOS WITNESS POST
 OJ0853'SIGN.
 OJ0853'
 OJ0853'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.53 METERS.
 OJ0853'
 OJ0853'DESCRIBED BY T. KUCHCIAK.
 OJ0853
 OJ0853                          STATION RECOVERY (1999)
 OJ0853
 OJ0853'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0853'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0917 ***********************************************************************
 RL0917  DESIGNATION -  H 64
 RL0917  PID         -  RL0917
 RL0917  STATE/COUNTY-  MI/ONTONAGON
 RL0917  USGS QUAD   -  
 RL0917
 RL0917                         *CURRENT SURVEY CONTROL
 RL0917  ___________________________________________________________________
 RL0917* NAD 83(1986)-  46 26 55.     (N)    089 10 42.     (W)     SCALED    
 RL0917* NAVD 88     -       438.230  (meters)    1437.76   (feet)  ADJUSTED  
 RL0917  ___________________________________________________________________
 RL0917  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL0917  DYNAMIC HT  -         438.242 (meters)    1437.80  (feet)  COMP
 RL0917  MODELED GRAV-     980,628.9   (mgal)                       NAVD 88
 RL0917
 RL0917  VERT ORDER  -  SECOND    CLASS 0
 RL0917
 RL0917.The horizontal coordinates were scaled from a topographic map and have
 RL0917.an estimated accuracy of +/- 6 seconds.
 RL0917
 RL0917.The orthometric height was determined by differential leveling
 RL0917.and adjusted by the National Geodetic Survey in June 1991..
 RL0917
 RL0917.The geoid height was determined by GEOID03.
 RL0917
 RL0917.The dynamic height is computed by dividing the NAVD 88
 RL0917.geopotential number by the normal gravity value computed on the
 RL0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0917.degrees latitude (g = 980.6199 gals.).
 RL0917
 RL0917.The modeled gravity was interpolated from observed gravity values.
 RL0917
 RL0917;                    North         East    Units  Estimated Accuracy
 RL0917;SPC MI N     -   187,390.    7,832,670.      MT  (+/- 180 meters Scaled)
 RL0917
 RL0917                          SUPERSEDED SURVEY CONTROL
 RL0917
 RL0917  NGVD 29 (??/??/92)  438.249  (m)         1437.82   (f) ADJ UNCH    2 0
 RL0917
 RL0917.Superseded values are not recommended for survey control.
 RL0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0917.See file dsdata.txt to determine how the superseded data were derived.
 RL0917
 RL0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326461(NAD 83)
 RL0917_MARKER: DB = BENCH MARK DISK
 RL0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0917_STAMPING: H 64 1934
 RL0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0917+STABILITY: SURFACE MOTION
 RL0917
 RL0917  HISTORY     - Date     Condition        Report By
 RL0917  HISTORY     - 1934     MONUMENTED       CGS
 RL0917  HISTORY     - 1948     GOOD             NGS
 RL0917  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0917  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0917  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0917
 RL0917                          STATION DESCRIPTION
 RL0917
 RL0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0917'3.2 MI S FROM PAULDING.
 RL0917'ABOUT 3.2 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST
 RL0917'OFFICE AT PAULDING, ABOUT 0.5 MILE NORTH OF A CROSS ROAD, AT THE
 RL0917'JUNCTION OF A ROAD EAST, 42 1/2 FEET NORTH-NORTHEAST OF THE
 RL0917'CENTER OF THE JUNCTION, 32.5 FEET NORTH OF THE CENTER LINE OF THE
 RL0917'ROAD EAST, 26.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 22
 RL0917'FEET SOUTHWEST OF A 12-INCH TWIN BIRCH TREE, 12 FEET NORTHEAST
 RL0917'OF A MAIL BOX, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 RL0917'OF A CONCRETE POST PROJECTING 1 INCH.
 RL0917
 RL0917                          STATION RECOVERY (1978)
 RL0917
 RL0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0917'MARK NOT FOUND.
 RL0917
 RL0917                          STATION RECOVERY (1988)
 RL0917
 RL0917'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0917'MARK NOT FOUND.
 RL0917
 RL0917                          STATION RECOVERY (2001)
 RL0917
 RL0917'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0869 ***********************************************************************
 OJ0869  DESIGNATION -  H 64 MI
 OJ0869  PID         -  OJ0869
 OJ0869  STATE/COUNTY-  MI/HURON
 OJ0869  USGS QUAD   -  PORT HOPE (1970)
 OJ0869
 OJ0869                         *CURRENT SURVEY CONTROL
 OJ0869  ___________________________________________________________________
 OJ0869* NAD 83(1994)-  43 53 17.04346(N)    082 40 47.34619(W)     ADJUSTED  
 OJ0869* NAVD 88     -       177.17   (+/-2cm)     581.3    (feet)  VERTCON   
 OJ0869  ___________________________________________________________________
 OJ0869  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 OJ0869  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0869
 OJ0869  HORZ ORDER  -  SECOND
 OJ0869  VERT ORDER  -  THIRD ? (See Below)
 OJ0869
 OJ0869.The horizontal coordinates were established by classical geodetic methods
 OJ0869.and adjusted by the National Geodetic Survey in February 1997..
 OJ0869
 OJ0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0869.The vertical order pertains to the NGVD 29 superseded value.
 OJ0869
 OJ0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0869
 OJ0869.The geoid height was determined by GEOID03.
 OJ0869
 OJ0869;                    North         East     Units Scale Factor Converg.
 OJ0869;SPC MI S     -   266,636.549 4,135,548.896   MT  1.00006042   +1 08 52.6
 OJ0869;SPC MI S     -   874,791.83 13,568,073.81   iFT  1.00006042   +1 08 52.6
 OJ0869;UTM  17      - 4,860,812.326   365,068.336   MT  0.99982393   -1 09 53.0
 OJ0869
 OJ0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0869!SPC MI S     -   0.99997773  x   1.00006042  =   1.00003815
 OJ0869!UTM  17      -   0.99997773  x   0.99982393  =   0.99980166
 OJ0869
 OJ0869:                Primary Azimuth Mark                     Grid Az
 OJ0869:SPC MI S     -  HARBOR BEACH EDISON STACK                142 58 24.0
 OJ0869:UTM  17      -  HARBOR BEACH EDISON STACK                145 17 09.6
 OJ0869
 OJ0869|---------------------------------------------------------------------|
 OJ0869| PID    Reference Object                     Distance      Geod. Az  |
 OJ0869|                                                           dddmmss.s |
 OJ0869| OJ0848 HARBOR BEACH EDISON STACK           APPROX. 5.0 KM 1440716.6 |
 OJ0869|---------------------------------------------------------------------|
 OJ0869
 OJ0869                          SUPERSEDED SURVEY CONTROL
 OJ0869
 OJ0869  NAD 83(1986)-  43 53 17.02851(N)    082 40 47.37021(W) AD(       ) 2
 OJ0869  NAD 27      -  43 53 16.97918(N)    082 40 47.61922(W) AD(       ) 2
 OJ0869  NGVD 29 (07/19/86)  177.29   (m)          581.7    (f) LEVELING    3  
 OJ0869
 OJ0869.Superseded values are not recommended for survey control.
 OJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0869.See file dsdata.txt to determine how the superseded data were derived.
 OJ0869
 OJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6506860812(NAD 83)
 OJ0869_MARKER: DD = SURVEY DISK
 OJ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0869_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0869+STABILITY: SURFACE MOTION
 OJ0869
 OJ0869  HISTORY     - Date     Condition        Report By
 OJ0869  HISTORY     - 1980     MONUMENTED       NOS
 OJ0869  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0869
 OJ0869                          STATION DESCRIPTION
 OJ0869
 OJ0869'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0869'THE STATION IS LOCATED APPROXIMATELY 5.3 KILOMETERS NORTH OF
 OJ0869'HARBOR BEACH, MICHIGAN AND APPROXIMATELY 6.6 KILOMETERS SOUTH
 OJ0869'OF PORT HOPE, MICHIGAN.
 OJ0869'
 OJ0869'TO REACH THE STATION FROM THE JUNCTIONS OF M25 AND M142 IN
 OJ0869'HARBOR BEACH GO NORTH FOR 5.5 KILOMETERS ON HIGHWAY M25 TO
 OJ0869'HOUSE NUMBER 2424 AND ENTRANCE TO FORMER MARINA BASIN, TURN
 OJ0869'RIGHT ON PRIVATE ROAD AND GO 0.2 KILOMETERS TO INNER END OF
 OJ0869'BASIN.  FOLLOW ROAD AROUND TO SOUTH SIDE OF BASIN AND THE
 OJ0869'AREA OF THE STATION.
 OJ0869'
 OJ0869'THE STATION IS A STANDARD NOS DISK
 OJ0869'STAMPED---H 64 MI 1980---,
 OJ0869'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0869'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0869'21.8 METERS (71.7 FT) EAST FROM A PK NAIL IN A 14 INCH POPLAR
 OJ0869'TREE,
 OJ0869'13.1 METERS (42.9 FT) NORTH FROM A PK NAIL IN A 11 INCH POPLAR
 OJ0869'TREE,
 OJ0869'9.1 METERS (30 FT) SOUTH FROM THE SOUTH SIDE OF BASIN AND
 OJ0869'1.13 METERS (3.7 FT) WEST FROM A STANDARD NOS WITNESS POST SIGN.
 OJ0869'
 OJ0869'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.56 METERS.
 OJ0869'
 OJ0869'DESCRIBED BY T KUCHCIAK.
 OJ0869
 OJ0869                          STATION RECOVERY (1999)
 OJ0869
 OJ0869'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0010 ***********************************************************************
 SG0010  DESIGNATION -  H 65
 SG0010  PID         -  SG0010
 SG0010  STATE/COUNTY-  MI/HOUGHTON
 SG0010  USGS QUAD   -  LAURIUM (1975)
 SG0010
 SG0010                         *CURRENT SURVEY CONTROL
 SG0010  ___________________________________________________________________
 SG0010* NAD 83(1986)-  47 11 26.     (N)    088 29 58.     (W)     SCALED    
 SG0010* NAVD 88     -       353.499  (meters)    1159.77   (feet)  ADJUSTED  
 SG0010  ___________________________________________________________________
 SG0010  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 SG0010  DYNAMIC HT  -         353.546 (meters)    1159.93  (feet)  COMP
 SG0010  MODELED GRAV-     980,735.7   (mgal)                       NAVD 88
 SG0010
 SG0010  VERT ORDER  -  FIRST     CLASS II
 SG0010
 SG0010.The horizontal coordinates were scaled from a topographic map and have
 SG0010.an estimated accuracy of +/- 6 seconds.
 SG0010
 SG0010.The orthometric height was determined by differential leveling
 SG0010.and adjusted by the National Geodetic Survey in June 1991..
 SG0010
 SG0010.The geoid height was determined by GEOID03.
 SG0010
 SG0010.The dynamic height is computed by dividing the NAVD 88
 SG0010.geopotential number by the normal gravity value computed on the
 SG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0010.degrees latitude (g = 980.6199 gals.).
 SG0010
 SG0010.The modeled gravity was interpolated from observed gravity values.
 SG0010
 SG0010;                    North         East    Units  Estimated Accuracy
 SG0010;SPC MI N     -   268,640.    7,886,370.      MT  (+/- 180 meters Scaled)
 SG0010
 SG0010                          SUPERSEDED SURVEY CONTROL
 SG0010
 SG0010  NGVD 29 (??/??/92)  353.497  (m)         1159.76   (f) ADJ UNCH    1 2
 SG0010
 SG0010.Superseded values are not recommended for survey control.
 SG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0010.See file dsdata.txt to determine how the superseded data were derived.
 SG0010
 SG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT864274(NAD 83)
 SG0010_MARKER: DB = BENCH MARK DISK
 SG0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0010_STAMPING: H 65 1934
 SG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0010+STABILITY: SURFACE MOTION
 SG0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0010+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2004
 SG0010
 SG0010  HISTORY     - Date     Condition        Report By
 SG0010  HISTORY     - 1934     MONUMENTED       CGS
 SG0010  HISTORY     - 1962     POOR             NGS
 SG0010  HISTORY     - 19991231 GOOD             MIDT
 SG0010  HISTORY     - 20041127 GOOD             GEOCAC
 SG0010
 SG0010                          STATION DESCRIPTION
 SG0010
 SG0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0010'4.5 MI S FROM CALUMET.
 SG0010'ABOUT 4.5 MILES SOUTH ALONG THE MINERAL RANGE RAILROAD FROM
 SG0010'CALUMET, HOUGHTON COUNTY, NEAR MILEPOST 9, 15 RAILS NORTH OF THE
 SG0010'POINT KNOWN AS HIGHWAY AT THE CROSSING OF OLD U.S. HIGHWAY 41,
 SG0010'AT A GRAVEL-ROAD CROSSING, 45 FEET EAST OF THE TRACK, AND IN
 SG0010'LINE WITH A FENCE.  A STANDARD DISK, STAMPED H 65 1934 AND SET
 SG0010'IN THE TOP OF A CONCRETE POST.
 SG0010
 SG0010                          STATION RECOVERY (1962)
 SG0010
 SG0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0010'MARK RECOVERED IN POOR CONDITION.
 SG0010
 SG0010                          STATION RECOVERY (1999)
 SG0010
 SG0010'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (MPR)
 SG0010'AT HIGHWAY LOCATION, 1.55 MI -N- ALONG US-41 FROM AIRPORT RD, THENCE
 SG0010' 
 SG0010'-W- (LEFT) 0.30 ALONG PAVED RD, THENCE -N- (RIGHT) 0.05 MI ALONG
 SG0010'TECUMSEH RD TO MARK ON RIGHT. 48 FT -SE- OF OLD RR CROSSING, 28 FT
 SG0010'-E-OF ROAD C/L, 24 FT -N- OF POWER POLE, 1 FT -S- OF WITNESS POST.
 SG0010
 SG0010                          STATION RECOVERY (2004)
 SG0010
 SG0010'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 SG0010'NAD 83(1986)-  47 11 25.2 (N) -   088 29 59.0 (W) HANDHELD DGPS
 SG0010' 
 SG0010'NOTE - THE OLD RR GRADE IS NOW A STATE OWNED ORV TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0870 ***********************************************************************
 OJ0870  DESIGNATION -  H 65 MI
 OJ0870  PID         -  OJ0870
 OJ0870  STATE/COUNTY-  MI/HURON
 OJ0870  USGS QUAD   -  PORT HOPE (1970)
 OJ0870
 OJ0870                         *CURRENT SURVEY CONTROL
 OJ0870  ___________________________________________________________________
 OJ0870* NAD 83(1994)-  43 54 26.07526(N)    082 40 58.27593(W)     ADJUSTED  
 OJ0870* NAVD 88     -       178.83   (+/-2cm)     586.7    (feet)  VERTCON   
 OJ0870  ___________________________________________________________________
 OJ0870  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 OJ0870  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0870
 OJ0870  HORZ ORDER  -  SECOND
 OJ0870  VERT ORDER  -  THIRD ? (See Below)
 OJ0870
 OJ0870.The horizontal coordinates were established by classical geodetic methods
 OJ0870.and adjusted by the National Geodetic Survey in February 1997..
 OJ0870
 OJ0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0870.The vertical order pertains to the NGVD 29 superseded value.
 OJ0870
 OJ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0870
 OJ0870.The geoid height was determined by GEOID03.
 OJ0870
 OJ0870;                    North         East     Units Scale Factor Converg.
 OJ0870;SPC MI S     -   268,761.969 4,135,262.353   MT  1.00006637   +1 08 45.2
 OJ0870;SPC MI S     -   881,764.99 13,567,133.70   iFT  1.00006637   +1 08 45.2
 OJ0870;UTM  17      - 4,862,947.068   364,867.849   MT  0.99982460   -1 10 02.0
 OJ0870
 OJ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0870!SPC MI S     -   0.99997747  x   1.00006637  =   1.00004384
 OJ0870!UTM  17      -   0.99997747  x   0.99982460  =   0.99980207
 OJ0870
 OJ0870:                Primary Azimuth Mark                     Grid Az
 OJ0870:SPC MI S     -  H 66 MI                                  336 05 36.5
 OJ0870:UTM  17      -  H 66 MI                                  338 24 23.7
 OJ0870
 OJ0870|---------------------------------------------------------------------|
 OJ0870| PID    Reference Object                     Distance      Geod. Az  |
 OJ0870|                                                           dddmmss.s |
 OJ0870| OJ0871 H 66 MI                             406.492 METERS 3371421.7 |
 OJ0870|---------------------------------------------------------------------|
 OJ0870
 OJ0870                          SUPERSEDED SURVEY CONTROL
 OJ0870
 OJ0870  NAD 83(1986)-  43 54 26.06018(N)    082 40 58.29984(W) AD(       ) 2
 OJ0870  NAD 27      -  43 54 26.01275(N)    082 40 58.54442(W) AD(       ) 2
 OJ0870  NGVD 29 (07/19/86)  178.95   (m)          587.1    (f) LEVELING    3  
 OJ0870
 OJ0870.Superseded values are not recommended for survey control.
 OJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0870.See file dsdata.txt to determine how the superseded data were derived.
 OJ0870
 OJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6486862947(NAD 83)
 OJ0870_MARKER: DD = SURVEY DISK
 OJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0870_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0870+STABILITY: SURFACE MOTION
 OJ0870
 OJ0870  HISTORY     - Date     Condition        Report By
 OJ0870  HISTORY     - 1980     MONUMENTED       NOS
 OJ0870  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0870
 OJ0870                          STATION DESCRIPTION
 OJ0870
 OJ0870'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0870'THE STATION IS LOCATED APPROXIMATELY 7.4 KILOMETERS
 OJ0870'NORTH OF HARBOR BEACH, MICHIGAN AND 4.7 KILOMETERS
 OJ0870'SOUTH OF PORT HOPE, MICHIGAN ON LAKE HURON SHORELINE.
 OJ0870'
 OJ0870'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY
 OJ0870'M 25 AND M 142 IN HARBOR BEACH GO NORTH ON HIGHWAY
 OJ0870'M 25 FOR 2.4 KILOMETERS TO FILION ROAD, TURN RIGHT
 OJ0870'ON FILION ROAD AN GO 0.3 KILOMETER TO FAYE DRIVE
 OJ0870'ON THE LEFT, TURN LEFT ON FAYE DRIVE AND GO 0.2
 OJ0870'KILOMETER TO FORK IN THE ROAD.  TAKE RIGHT FORK AND
 OJ0870'CONTINUE ON FOR 0.2 KILOMETER TO ADDRESS NUMBER
 OJ0870'3092 AND THE AREA OF THE STATION.
 OJ0870'
 OJ0870'THE STATION IS A STANDARD NOS DISK
 OJ0870'STAMPED---H 65 MI 1980---,
 OJ0870'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM IN DIAMETER
 OJ0870'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0870'41.1 METERS (135 FT) EAST FROM A UTILITY POLE BEARING THE ADDRESS
 OJ0870'NUMBER 3092,
 OJ0870'35.3 METERS (115.9 FT) SOUTH FROM THE CENTER OF A 4.5 FOOT
 OJ0870'DIAMETER CONCRETE BEACH-WELL AT ADDRESS 3098,
 OJ0870'16.1 METERS (52.9 FT) EAST FROM A PK NAIL IN 4 INCH TREE,
 OJ0870'9.1 METERS (30 FT) WEST FROM THE SHORELINE,
 OJ0870'3.6 METERS (11.8 FT) SOUTHWEST FROM A STANDARD NOS WITNESS POST
 OJ0870'SIGN ON A 2 INCH TREE,
 OJ0870'0.7 METER (2.3 FT) WEST FROM A 1/2 INCH ROD IN A 4 INCH
 OJ0870'SQUARE PROPERTY LOT MONUMENT.
 OJ0870'
 OJ0870'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.46 METERS.
 OJ0870'
 OJ0870'DESCRIBED BY T KUCHCIAK.
 OJ0870
 OJ0870                          STATION RECOVERY (1999)
 OJ0870
 OJ0870'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0004 ***********************************************************************
 SG0004  CBN         -  This is a Cooperative Base Network Control Station.
 SG0004  DESIGNATION -  H 66
 SG0004  PID         -  SG0004
 SG0004  STATE/COUNTY-  MI/KEWEENAW
 SG0004  USGS QUAD   -  LAKE MEDORA (1975)
 SG0004
 SG0004                         *CURRENT SURVEY CONTROL
 SG0004  ___________________________________________________________________
 SG0004* NAD 83(1994)-  47 28 05.37720(N)    087 53 24.14739(W)     ADJUSTED  
 SG0004* NAVD 88     -       189.404  (meters)     621.40   (feet)  ADJUSTED  
 SG0004  ___________________________________________________________________
 SG0004  X           -     159,035.815 (meters)                     COMP
 SG0004  Y           -  -4,316,653.218 (meters)                     COMP
 SG0004  Z           -   4,677,219.034 (meters)                     COMP
 SG0004  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 SG0004  ELLIP HEIGHT-         154.11  (meters)          (07/12/02) GPS OBS
 SG0004  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 SG0004  DYNAMIC HT  -         189.442 (meters)     621.53  (feet)  COMP
 SG0004  MODELED GRAV-     980,805.2   (mgal)                       NAVD 88
 SG0004
 SG0004  HORZ ORDER  -  B
 SG0004  VERT ORDER  -  FIRST     CLASS II
 SG0004  ELLP ORDER  -  FOURTH    CLASS II
 SG0004
 SG0004.The horizontal coordinates were established by GPS observations
 SG0004.and adjusted by the National Geodetic Survey in September 1995..
 SG0004
 SG0004.The orthometric height was determined by differential leveling
 SG0004.and adjusted by the National Geodetic Survey in June 1991..
 SG0004
 SG0004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 SG0004
 SG0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0004
 SG0004.The ellipsoidal height was determined by GPS observations
 SG0004.and is referenced to NAD 83.
 SG0004
 SG0004.The geoid height was determined by GEOID03.
 SG0004
 SG0004.The dynamic height is computed by dividing the NAVD 88
 SG0004.geopotential number by the normal gravity value computed on the
 SG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0004.degrees latitude (g = 980.6199 gals.).
 SG0004
 SG0004.The modeled gravity was interpolated from observed gravity values.
 SG0004
 SG0004;                    North         East     Units Scale Factor Converg.
 SG0004;SPC MI N     -   298,804.666 7,932,894.178   MT  1.00011684   -0 38 35.9
 SG0004;SPC MI N     -   980,330.27 26,026,555.70   iFT  1.00011684   -0 38 35.9
 SG0004;UTM  16      - 5,257,575.114   432,927.676   MT  0.99965528   -0 39 21.2
 SG0004
 SG0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0004!SPC MI N     -   0.99997585  x   1.00011684  =   1.00009268
 SG0004!UTM  16      -   0.99997585  x   0.99965528  =   0.99963113
 SG0004
 SG0004                          SUPERSEDED SURVEY CONTROL
 SG0004
 SG0004  ELLIP H (09/20/95)  154.13   (m)                       GP(       ) 1 2
 SG0004  NAVD 88 (09/20/95)  189.40   (m)          621.4    (f) LEVELING    3  
 SG0004  NGVD 29 (??/??/92)  189.412  (m)          621.43   (f) ADJ UNCH    1 2
 SG0004
 SG0004.Superseded values are not recommended for survey control.
 SG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0004.See file dsdata.txt to determine how the superseded data were derived.
 SG0004
 SG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3292857575(NAD 83)
 SG0004_MARKER: DB = BENCH MARK DISK
 SG0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0004_STAMPING: H 66 1934
 SG0004_MARK LOGO: CGS   
 SG0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0004+STABILITY: SURFACE MOTION
 SG0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0004+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 SG0004
 SG0004  HISTORY     - Date     Condition        Report By
 SG0004  HISTORY     - 1934     MONUMENTED       CGS
 SG0004  HISTORY     - 19940910 GOOD             NGS
 SG0004  HISTORY     - 19960711 GOOD             NGS
 SG0004  HISTORY     - 20010913 GOOD             USPSQD
 SG0004  HISTORY     - 20060802 GOOD             GEOCAC
 SG0004
 SG0004                          STATION DESCRIPTION
 SG0004
 SG0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0004'AT COPPER HARBOR.
 SG0004'AT COPPER HARBOR, KEWEENAW COUNTY, ON U.S. HIGHWAY 41, IN THE
 SG0004'SCHOOLYARD, ABOUT 100 FEET NORTH OF AND IN LINE WITH THE WEST
 SG0004'SIDE OF THE SCHOOLHOUSE, AND 30 FEET SOUTH OF THE HIGHWAY.  A
 SG0004'STANDARD DISK, STAMPED H 66 1934 AND SET IN THE TOP OF A CONCRETE
 SG0004'POST.
 SG0004
 SG0004                          STATION RECOVERY (1994)
 SG0004
 SG0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 SG0004'STATION IS LOCATED IN QUAD 470873, IN COPPER HARBOR, ON LINE BETWEEN
 SG0004'SECTIONS 32 AND 33, T 58 N, R 28 W, GRANT TOWNSHIP.  TO REACH FROM THE
 SG0004'JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 26 IN COPPER HARBOR, GO
 SG0004'EAST FOR 0.1 MI (0.2 KM) ON HIGHWAY 41/26 TO THE STATION ON RIGHT.
 SG0004'STATION IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST WITH
 SG0004'RAILROAD SPIKES SET ON NORTH, SOUTH, EAST, AND WEST EDGES. LOCATED
 SG0004'36.0 FT (11.0 M) SOUTH FROM THE CENTERLINE OF HIGHWAY 41/26, 84.0 FT
 SG0004'(25.6 M) EAST FROM FIRE HYDRANT, 11.0 FT (3.4 M) SOUTH FROM CENTER OF
 SG0004'CONCRETE HEADWALL, AND 129 FT (39.3 M) NORTH ALONG WEST LINE OF OLD
 SG0004'(ORIGINAL) FOUNDATION OF COPPER HARBOR SCHOOLHOUSE.
 SG0004
 SG0004                          STATION RECOVERY (1996)
 SG0004
 SG0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0004'IN COPPER HARBOR, AT THE INTERSECTION OF U.S.  HIGHWAY 41 AND 4TH
 SG0004'STREET, 30.0 M (98.4 FT) EAST OF THE STREET CENTER, 10.8 M (35.4 FT)
 SG0004'SOUTH OF THE HIGHWAY CENTERLINE, 8.7 M (28.5 FT) EAST OF A SIGN
 SG0004'(COPPER HARBOR SCHOOL) , AND 3.2 M (10.5 FT) SOUTH OF A CULVERT UNDER
 SG0004'THE HIGHWAY, AND THE MONUMENT PROJETCS 0.1 M (0.3 FT) ABOVE THE GROUND
 SG0004'SURFACE.
 SG0004
 SG0004                          STATION RECOVERY (2001)
 SG0004
 SG0004'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0004'RECOVERED IN GOOD CONDITION.
 SG0004
 SG0004                          STATION RECOVERY (2006)
 SG0004
 SG0004'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 SG0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0871 ***********************************************************************
 OJ0871  DESIGNATION -  H 66 MI
 OJ0871  PID         -  OJ0871
 OJ0871  STATE/COUNTY-  MI/HURON
 OJ0871  USGS QUAD   -  PORT HOPE (1970)
 OJ0871
 OJ0871                         *CURRENT SURVEY CONTROL
 OJ0871  ___________________________________________________________________
 OJ0871* NAD 83(1994)-  43 54 38.22002(N)    082 41 05.32406(W)     ADJUSTED  
 OJ0871* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 OJ0871  ___________________________________________________________________
 OJ0871  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 OJ0871  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0871
 OJ0871  HORZ ORDER  -  SECOND
 OJ0871
 OJ0871.The horizontal coordinates were established by classical geodetic methods
 OJ0871.and adjusted by the National Geodetic Survey in February 1997..
 OJ0871
 OJ0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0871
 OJ0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0871
 OJ0871.The geoid height was determined by GEOID03.
 OJ0871
 OJ0871;                    North         East     Units Scale Factor Converg.
 OJ0871;SPC MI S     -   269,133.612 4,135,097.613   MT  1.00006742   +1 08 40.4
 OJ0871;SPC MI S     -   882,984.29 13,566,593.22   iFT  1.00006742   +1 08 40.4
 OJ0871;UTM  17      - 4,863,324.965   364,718.279   MT  0.99982509   -1 10 07.2
 OJ0871
 OJ0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0871!SPC MI S     -   0.99997771  x   1.00006742  =   1.00004513
 OJ0871!UTM  17      -   0.99997771  x   0.99982509  =   0.99980281
 OJ0871
 OJ0871:                Primary Azimuth Mark                     Grid Az
 OJ0871:SPC MI S     -  H 65 MI                                  156 05 36.5
 OJ0871:UTM  17      -  H 65 MI                                  158 24 24.1
 OJ0871
 OJ0871|---------------------------------------------------------------------|
 OJ0871| PID    Reference Object                     Distance      Geod. Az  |
 OJ0871|                                                           dddmmss.s |
 OJ0871| OJ0870 H 65 MI                             406.492 METERS 1571416.9 |
 OJ0871| OJ0872 H 67 MI                             APPROX. 4.1 KM 3360133.7 |
 OJ0871|---------------------------------------------------------------------|
 OJ0871
 OJ0871                          SUPERSEDED SURVEY CONTROL
 OJ0871
 OJ0871  NAD 83(1986)-  43 54 38.20483(N)    082 41 05.34788(W) AD(       ) 2
 OJ0871  NAD 27      -  43 54 38.15873(N)    082 41 05.59207(W) AD(       ) 2
 OJ0871  NGVD 29 (07/19/86)  177.4    (m)          582.     (f) VERT ANG       
 OJ0871
 OJ0871.Superseded values are not recommended for survey control.
 OJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0871.See file dsdata.txt to determine how the superseded data were derived.
 OJ0871
 OJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6471863325(NAD 83)
 OJ0871_MARKER: DD = SURVEY DISK
 OJ0871_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0871_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0871
 OJ0871  HISTORY     - Date     Condition        Report By
 OJ0871  HISTORY     - 1980     MONUMENTED       NOS
 OJ0871  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0871
 OJ0871                          STATION DESCRIPTION
 OJ0871
 OJ0871'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0871'THE STATION IS LOCATED ON HARDWOOD POINT WHICH IS 7.9
 OJ0871'KILOMETERS NORTH OF HARBOR BEACH, MICHIGAN AND 4.2 KILOMETERS
 OJ0871'SOUTH OF PORT HOPE, MICHIGAN ON LAKE HURON SHORELINE.
 OJ0871'
 OJ0871'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS M25 AND
 OJ0871'M 142 IN HARBOR BEACH GO NORTH ON M 25 FOR 7.4 KILOMETERS
 OJ0871'TO FILION ROAD.  CONTINUE ON HIGHWAY M 25 FOR 0.9 KILOMETER
 OJ0871'TO NORTH GATE AND TRAIL TO HARDWOOD POINT ON THE RIGHT, TURN
 OJ0871'RIGHT ON THE TRAIL THROUGH GATE AND GO FOR 0.2 KILOMETER TO
 OJ0871'FORK IN TRAIL, TAKE LEFT FORK AND PROCEED FOR 0.3 KILOMETERS
 OJ0871'ALONG THE WINDING TRAIL TO LARGE 50 INCH OAK, WALK SOUTHEAST
 OJ0871'TO HARDWOOD POINT AND AREA OF STATION.
 OJ0871'
 OJ0871'THE STATION IS A STANDARD NOS DISK
 OJ0871'STAMPED---H 66 MI 1980---,
 OJ0871'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0871'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0871'18.0 METERS (59.0 FT) SOUTHWEST FROM A 3/4 INCH DRILL HOLE IN TOP
 OJ0871'OF AND CENTER OF A LARGE IRREGULAR SHAPED SPECKLED BLACK
 OJ0871'BOULDER 6 FOOT BY 4 FOOT BY 2 FOOT HIGH,
 OJ0871'6.1 METERS (20 FT) SOUTH FROM TOP OF BANK TO LAKE,
 OJ0871'4.8 METERS (15.9 FT) NORTHEAST FROM A PK NAIL IN AN 8 INCH TWO
 OJ0871'TRUNK TREE,
 OJ0871'0.9 METER (3.0 FT) SOUTHWEST FROM A STANDARD NOS WITNESS POST
 OJ0871'SIGN ON A METAL POST.
 OJ0871'
 OJ0871'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 OJ0871'
 OJ0871'PERMISSION MUST BE OBTAINED FROM GILBERT OR GEORGE THOMS, OWNERS
 OJ0871'OF THE PROPERTY AT THE TIME THE STATION WAS SET.
 OJ0871'
 OJ0871'DESCRIBED BY T KUCHCIAK.
 OJ0871
 OJ0871                          STATION RECOVERY (1999)
 OJ0871
 OJ0871'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0872 ***********************************************************************
 OJ0872  DESIGNATION -  H 67 MI
 OJ0872  PID         -  OJ0872
 OJ0872  STATE/COUNTY-  MI/HURON
 OJ0872  USGS QUAD   -  PORT HOPE (1970)
 OJ0872
 OJ0872                         *CURRENT SURVEY CONTROL
 OJ0872  ___________________________________________________________________
 OJ0872* NAD 83(1994)-  43 56 39.40006(N)    082 42 19.90874(W)     ADJUSTED  
 OJ0872* NAVD 88     -       177.35   (+/-2cm)     581.9    (feet)  VERTCON   
 OJ0872  ___________________________________________________________________
 OJ0872  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 OJ0872  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OJ0872
 OJ0872  HORZ ORDER  -  SECOND
 OJ0872  VERT ORDER  -  THIRD ? (See Below)
 OJ0872
 OJ0872.The horizontal coordinates were established by classical geodetic methods
 OJ0872.and adjusted by the National Geodetic Survey in February 1997..
 OJ0872
 OJ0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0872.The vertical order pertains to the NGVD 29 superseded value.
 OJ0872
 OJ0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0872
 OJ0872.The geoid height was determined by GEOID03.
 OJ0872
 OJ0872;                    North         East     Units Scale Factor Converg.
 OJ0872;SPC MI S     -   272,840.231 4,133,359.834   MT  1.00007817   +1 07 49.6
 OJ0872;SPC MI S     -   895,145.11 13,560,891.84   iFT  1.00007817   +1 07 49.6
 OJ0872;UTM  17      - 4,867,097.794   363,131.944   MT  0.99983040   -1 11 01.5
 OJ0872
 OJ0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0872!SPC MI S     -   0.99997770  x   1.00007817  =   1.00005587
 OJ0872!UTM  17      -   0.99997770  x   0.99983040  =   0.99980811
 OJ0872
 OJ0872:                Primary Azimuth Mark                     Grid Az
 OJ0872:SPC MI S     -  HARBOR BEACH EDISON STACK                153 00 12.5
 OJ0872:UTM  17      -  HARBOR BEACH EDISON STACK                155 19 03.6
 OJ0872
 OJ0872|---------------------------------------------------------------------|
 OJ0872| PID    Reference Object                     Distance      Geod. Az  |
 OJ0872|                                                           dddmmss.s |
 OJ0872| OJ0848 HARBOR BEACH EDISON STACK           APPROX.11.4 KM 1540802.1 |
 OJ0872| OJ0879 PORT HOPE GRAIN ELEVATOR            488.407 METERS 2343527.0 |
 OJ0872| OJ0878 PORT HOPE HISTORICAL STACK          281.078 METERS 25913     |
 OJ0872| OJ0873 H 68 MI                             APPROX. 2.7 KM 3283007.4 |
 OJ0872|---------------------------------------------------------------------|
 OJ0872
 OJ0872                          SUPERSEDED SURVEY CONTROL
 OJ0872
 OJ0872  NAD 83(1986)-  43 56 39.38479(N)    082 42 19.93222(W) AD(       ) 2
 OJ0872  NAD 27      -  43 56 39.34285(N)    082 42 20.16709(W) AD(       ) 2
 OJ0872  NGVD 29 (07/19/86)  177.48   (m)          582.3    (f) LEVELING    3  
 OJ0872
 OJ0872.Superseded values are not recommended for survey control.
 OJ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0872.See file dsdata.txt to determine how the superseded data were derived.
 OJ0872
 OJ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6313267098(NAD 83)
 OJ0872_MARKER: DD = SURVEY DISK
 OJ0872_SETTING: 80 = SET IN A BOULDER
 OJ0872_SP_SET: PARTIALLY EXPOSED BOULDER
 OJ0872_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0872+STABILITY: SURFACE MOTION
 OJ0872
 OJ0872  HISTORY     - Date     Condition        Report By
 OJ0872  HISTORY     - 1980     MONUMENTED       NOS
 OJ0872  HISTORY     - 20011110 MARK NOT FOUND   USPSQD
 OJ0872
 OJ0872                          STATION DESCRIPTION
 OJ0872
 OJ0872'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0872'THE STATION IS LOCATED ON LAKE HURON SHORELINE IN
 OJ0872'PORT HOPE, MICHIGAN ON NORTH BREAKWALL OF SMALL BOAT
 OJ0872'HARBOR AT THE FOOT OF STATE STREET.
 OJ0872'
 OJ0872'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25
 OJ0872'AND STATE STREET IN PORT HOPE GO NORTHEAST
 OJ0872'ON STATE STREET FOR 0.5 KILOMETER TO THE VICINITY
 OJ0872'OF A LONE BRICK STACK (HISTORICAL LANDMARK), AND
 OJ0872'INNER END OF THE NORTH PIER.  CONTINUE ON PIER
 OJ0872'FOR 0.2 KILOMETER TO VICINITY OF THE STATION.
 OJ0872'
 OJ0872'THE STATION IS A STANDARD NOS DISK
 OJ0872'STAMPED---H 67 MI 1980---,
 OJ0872'SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 2 METERS
 OJ0872'LARGEST DIMENSION.  IT IS LOCATED
 OJ0872'22.9 METERS (75 FT) WEST FROM THE WESTERLY END OF PIER,
 OJ0872'13.3 METERS (43.7 FT) NORTHEAST FROM A PK NAIL IN NORTH 18 INCH
 OJ0872'TRUNK OF A TWO TRUNK POPLAR TREE,
 OJ0872'2.1 METERS (7.0 FT) NORTH FROM A STANDARD NOS WITNESS POST SIGN
 OJ0872'ON A 14 INCH TRUNK OF A THREE TRUNK POPLAR.
 OJ0872'
 OJ0872'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.47 METERS.
 OJ0872'
 OJ0872'DESCRIBED BY T KUCHCIAK.
 OJ0872
 OJ0872                          STATION RECOVERY (2001)
 OJ0872
 OJ0872'RECOVERY NOTE BY US POWER SQUADRON 2001 (WGH)
 OJ0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0873 ***********************************************************************
 OJ0873  DESIGNATION -  H 68 MI
 OJ0873  PID         -  OJ0873
 OJ0873  STATE/COUNTY-  MI/HURON
 OJ0873  USGS QUAD   -  PORT HOPE (1970)
 OJ0873
 OJ0873                         *CURRENT SURVEY CONTROL
 OJ0873  ___________________________________________________________________
 OJ0873* NAD 83(1994)-  43 57 55.36427(N)    082 43 24.35838(W)     ADJUSTED  
 OJ0873* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 OJ0873  ___________________________________________________________________
 OJ0873  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OJ0873  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OJ0873
 OJ0873  HORZ ORDER  -  SECOND
 OJ0873
 OJ0873.The horizontal coordinates were established by classical geodetic methods
 OJ0873.and adjusted by the National Geodetic Survey in February 1997..
 OJ0873
 OJ0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0873
 OJ0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0873
 OJ0873.The geoid height was determined by GEOID03.
 OJ0873
 OJ0873;                    North         East     Units Scale Factor Converg.
 OJ0873;SPC MI S     -   275,156.351 4,131,876.988   MT  1.00008508   +1 07 05.8
 OJ0873;SPC MI S     -   902,743.93 13,556,026.86   iFT  1.00008508   +1 07 05.8
 OJ0873;UTM  17      - 4,869,471.319   361,744.192   MT  0.99983510   -1 11 47.9
 OJ0873
 OJ0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0873!SPC MI S     -   0.99997773  x   1.00008508  =   1.00006281
 OJ0873!UTM  17      -   0.99997773  x   0.99983510  =   0.99981284
 OJ0873
 OJ0873:                Primary Azimuth Mark                     Grid Az
 OJ0873:SPC MI S     -  H 69 MI                                  335 35 49.9
 OJ0873:UTM  17      -  H 69 MI                                  337 54 43.6
 OJ0873
 OJ0873|---------------------------------------------------------------------|
 OJ0873| PID    Reference Object                     Distance      Geod. Az  |
 OJ0873|                                                           dddmmss.s |
 OJ0873| OJ0874 H 69 MI                             APPROX. 1.1 KM 3364255.7 |
 OJ0873|---------------------------------------------------------------------|
 OJ0873
 OJ0873                          SUPERSEDED SURVEY CONTROL
 OJ0873
 OJ0873  NAD 83(1986)-  43 57 55.34898(N)    082 43 24.38154(W) AD(       ) 2
 OJ0873  NAD 27      -  43 57 55.31035(N)    082 43 24.61064(W) AD(       ) 2
 OJ0873  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 OJ0873
 OJ0873.Superseded values are not recommended for survey control.
 OJ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0873.See file dsdata.txt to determine how the superseded data were derived.
 OJ0873
 OJ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6174469471(NAD 83)
 OJ0873_MARKER: DD = SURVEY DISK
 OJ0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0873+STABILITY: SURFACE MOTION
 OJ0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0873+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 OJ0873
 OJ0873  HISTORY     - Date     Condition        Report By
 OJ0873  HISTORY     - 1980     MONUMENTED       NOS
 OJ0873  HISTORY     - 20011110 GOOD             USPSQD
 OJ0873
 OJ0873                          STATION DESCRIPTION
 OJ0873
 OJ0873'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0873'THE STATION IS LOCATED ON LAKE HURON SHORELINE ABOUT
 OJ0873'2.8 KILOMETERS NORTH OF PORT HOPE, MICHIGAN.
 OJ0873'
 OJ0873'TO REACH THE STATION FROM JUNCTION OF HIGHWAY M25
 OJ0873'AND REDMAN ROAD GO NORTHWEST ON HIGHWAY M25 FOR 2.7
 OJ0873'KILOMETERS TO MOELLER ROAD, TURN RIGHT ON MOELLER
 OJ0873'ROAD AND GO 0.2 KILOMETER TO HARVIE ROAD ON THE LEFT,
 OJ0873'TURN LEFT ON HARVIE ROAD AND GO 0.5 KILOMETER TO A
 OJ0873'RIGHT ANGLE BEND IN THE ROAD.  CONTINUE 0.3 KILOMETER TO
 OJ0873'THE END OF THE ROAD AND THE AREA OF THE STATION.
 OJ0873'
 OJ0873'THE STATION IS A STANDARD NOS DISK
 OJ0873'STAMPED---H 68 MI 1980---,
 OJ0873'SET INTO THE TOP OF A BOULDER OF 1 METER
 OJ0873'LARGEST DIMENSION.  IT IS LOCATED
 OJ0873'28.2 METERS (92.6 FT) NORTHEAST FROM A 1 1/4 INCH DRILL HOLE IN
 OJ0873'TOP OF A 3 FOOT BY 3 FOOT BY 2 FOOT HIGH BOULDER WHICH IS
 OJ0873'41 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND THE MOST
 OJ0873'NORTHERLY OF GROUP OF 4 BOULDERS.
 OJ0873'8.9 METERS (29.1 FT) NORTH FROM A PK NAIL IN A 7 INCH TREE,
 OJ0873'1.8 METERS (6 FT) SOUTH FROM THE CENTERLINE AND END OF THE ROAD,
 OJ0873'0.9 METER (3 FT) SOUTH FROM STOP SIGN,
 OJ0873'0.9 METER (2.9 FT) NORTH FROM A STANDARD NOS WITNESS POST SIGN
 OJ0873'ON A METAL POST.
 OJ0873'
 OJ0873'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0873'
 OJ0873'DESCRIBED BY T KUCHCIAK.
 OJ0873
 OJ0873                          STATION RECOVERY (2001)
 OJ0873
 OJ0873'RECOVERY NOTE BY US POWER SQUADRON 2001 (WGH)
 OJ0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0874 ***********************************************************************
 OJ0874  DESIGNATION -  H 69 MI
 OJ0874  PID         -  OJ0874
 OJ0874  STATE/COUNTY-  MI/HURON
 OJ0874  USGS QUAD   -  PORT HOPE (1970)
 OJ0874
 OJ0874                         *CURRENT SURVEY CONTROL
 OJ0874  ___________________________________________________________________
 OJ0874* NAD 83(1994)-  43 58 27.45287(N)    082 43 43.48072(W)     ADJUSTED  
 OJ0874* NAVD 88     -       177.1    (meters)     581.     (feet)  VERTCON   
 OJ0874  ___________________________________________________________________
 OJ0874  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OJ0874  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OJ0874
 OJ0874  HORZ ORDER  -  SECOND
 OJ0874
 OJ0874.The horizontal coordinates were established by classical geodetic methods
 OJ0874.and adjusted by the National Geodetic Survey in February 1997..
 OJ0874
 OJ0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0874
 OJ0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0874
 OJ0874.The geoid height was determined by GEOID03.
 OJ0874
 OJ0874;                    North         East     Units Scale Factor Converg.
 OJ0874;SPC MI S     -   276,138.336 4,131,431.481   MT  1.00008805   +1 06 52.8
 OJ0874;SPC MI S     -   905,965.67 13,554,565.23   iFT  1.00008805   +1 06 52.8
 OJ0874;UTM  17      - 4,870,470.248   361,338.816   MT  0.99983648   -1 12 01.9
 OJ0874
 OJ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0874!SPC MI S     -   0.99997775  x   1.00008805  =   1.00006580
 OJ0874!UTM  17      -   0.99997775  x   0.99983648  =   0.99981423
 OJ0874
 OJ0874:                Primary Azimuth Mark                     Grid Az
 OJ0874:SPC MI S     -  H 70 MI                                  333 53 00.4
 OJ0874:UTM  17      -  H 70 MI                                  336 11 55.1
 OJ0874
 OJ0874|---------------------------------------------------------------------|
 OJ0874| PID    Reference Object                     Distance      Geod. Az  |
 OJ0874|                                                           dddmmss.s |
 OJ0874| OJ0875 H 70 MI                             APPROX. 1.1 KM 3345953.2 |
 OJ0874|---------------------------------------------------------------------|
 OJ0874
 OJ0874                          SUPERSEDED SURVEY CONTROL
 OJ0874
 OJ0874  NAD 83(1986)-  43 58 27.43749(N)    082 43 43.50368(W) AD(       ) 2
 OJ0874  NAD 27      -  43 58 27.40058(N)    082 43 43.73115(W) AD(       ) 2
 OJ0874  NGVD 29 (07/19/86)  177.2    (m)          581.     (f) VERT ANG       
 OJ0874
 OJ0874.Superseded values are not recommended for survey control.
 OJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0874.See file dsdata.txt to determine how the superseded data were derived.
 OJ0874
 OJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6133970470(NAD 83)
 OJ0874_MARKER: DD = SURVEY DISK
 OJ0874_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0874_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0874
 OJ0874  HISTORY     - Date     Condition        Report By
 OJ0874  HISTORY     - 1980     MONUMENTED       NOS
 OJ0874
 OJ0874                          STATION DESCRIPTION
 OJ0874
 OJ0874'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0874'THE STATION IS LOCATED ON THE SHORELINE OF LAKE HURON
 OJ0874'APPROXIMATELY 3.9 KILOMETERS NORTH OF PORT HOPE,MICHIGAN
 OJ0874'AND 10.5 KILOMETERS SOUTHEAST OF HURON CITY.
 OJ0874'
 OJ0874'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M 25 AND
 OJ0874'REDMAN ROAD GO NORTHWEST ON HIGHWAY M25 FOR 4.2 KILOMETERS
 OJ0874'TO POCHERT ROAD.  TURN RIGHT ON POCHERT ROAD AND GO 0.5
 OJ0874'KILOMETERS TO KAUFMAN ROAD.  TURN RIGHT ON KAUFMAN ROAD AND
 OJ0874'GO 1.2 KILOMETERS TO LAKEVIEW DRIVE ON THE RIGHT.  TURN RIGHT
 OJ0874'ON LAKEVIEW DRIVE AND GO 0.3 KILOMETERS TO HOUSE NUMBERS
 OJ0874'5898 AND 5912 LAKEVIEW DRIVE.  WALK TO THE STATION ON THE MOST
 OJ0874'SOUTHERLY ROCK AND DIRT PIER.
 OJ0874'
 OJ0874'THE STATION IS A STANDARD NOS DISK
 OJ0874'STAMPED---H 69 MI 1980---,
 OJ0874'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER
 OJ0874'RECESSED 8 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0874'274 METERS (900 FT) NORTHEAST FROM THE CENTERLINE OF THE ROAD,
 OJ0874'51.8 METERS (170 FT) NORTHEAST FROM THE INNER END OF THE SLIP,
 OJ0874'15.2 METERS (50 FT) SOUTHWEST FROM THE OUTER END OF THE SLIP PIER,
 OJ0874'9.1 METERS (30 FT) SOUTH FROM THE SLIP,
 OJ0874'6.8 METERS (22.2 FT) WEST FROM A PK NAIL IN A 6 INCH POPLAR,
 OJ0874'3.5 METERS (11.5 FT) EAST FROM A STANDARD NOS WITNESS POST SIGN
 OJ0874'ON A 6 INCH POPLAR,AND
 OJ0874'3.4 METERS (11 FT) NORTHEAST FROM A PK NAIL IN A 3 INCH POPLAR.
 OJ0874'
 OJ0874'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.59 METERS.
 OJ0874'
 OJ0874'DESCRIBED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0285 ***********************************************************************
 PK0285  DESIGNATION -  H 7 MI 79
 PK0285  PID         -  PK0285
 PK0285  STATE/COUNTY-  MI/HURON
 PK0285  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0285
 PK0285                         *CURRENT SURVEY CONTROL
 PK0285  ___________________________________________________________________
 PK0285* NAD 83(1994)-  44 03 31.71995(N)    082 53 30.16884(W)     ADJUSTED  
 PK0285* NAVD 88     -       178.22   (+/-2cm)     584.7    (feet)  VERTCON   
 PK0285  ___________________________________________________________________
 PK0285  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 PK0285  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0285
 PK0285  HORZ ORDER  -  SECOND
 PK0285  VERT ORDER  -  THIRD ? (See Below)
 PK0285
 PK0285.The horizontal coordinates were established by classical geodetic methods
 PK0285.and adjusted by the National Geodetic Survey in February 1997..
 PK0285
 PK0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0285.The vertical order pertains to the NGVD 29 superseded value.
 PK0285
 PK0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0285
 PK0285.The geoid height was determined by GEOID03.
 PK0285
 PK0285;                    North         East     Units Scale Factor Converg.
 PK0285;SPC MI S     -   285,287.188 4,118,191.279   MT  1.00011735   +1 00 13.5
 PK0285;SPC MI S     -   935,981.59 13,511,126.24   iFT  1.00011735   +1 00 13.5
 PK0285;UTM  17      - 4,880,144.611   348,482.492   MT  0.99988236   -1 18 56.7
 PK0285
 PK0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0285!SPC MI S     -   0.99997756  x   1.00011735  =   1.00009491
 PK0285!UTM  17      -   0.99997756  x   0.99988236  =   0.99985992
 PK0285
 PK0285:                Primary Azimuth Mark                     Grid Az
 PK0285:SPC MI S     -  H 10 MI 79                               293 37 46.3
 PK0285:UTM  17      -  H 10 MI 79                               295 56 56.5
 PK0285
 PK0285|---------------------------------------------------------------------|
 PK0285| PID    Reference Object                     Distance      Geod. Az  |
 PK0285|                                                           dddmmss.s |
 PK0285| PK0286 H 10 MI 79                          APPROX. 2.6 KM 2943759.8 |
 PK0285|---------------------------------------------------------------------|
 PK0285
 PK0285                          SUPERSEDED SURVEY CONTROL
 PK0285
 PK0285  NAD 83(1986)-  44 03 31.70693(N)    082 53 30.18805(W) AD(       ) 2
 PK0285  NAD 27      -  44 03 31.66558(N)    082 53 30.40317(W) AD(       ) 2
 PK0285  NGVD 29 (07/19/86)  178.36   (m)          585.2    (f) LEVELING    3  
 PK0285
 PK0285.Superseded values are not recommended for survey control.
 PK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0285.See file dsdata.txt to determine how the superseded data were derived.
 PK0285
 PK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4848280145(NAD 83)
 PK0285_MARKER: DD = SURVEY DISK
 PK0285_SETTING: 80 = SET IN A BOULDER
 PK0285_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 PK0285_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0285
 PK0285  HISTORY     - Date     Condition        Report By
 PK0285  HISTORY     - 1979     MONUMENTED       NOS
 PK0285  HISTORY     - 1980     GOOD             NOS
 PK0285
 PK0285                          STATION DESCRIPTION
 PK0285
 PK0285'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0285'THE STATION IS LOCATED ON A ROCK ON A DIRT JETTY AT THE
 PK0285'GRINDSTONE COUNTY PARK ABOUT 5 MILES EAST OF PORT AUSTIN.
 PK0285'
 PK0285'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 25 AND 53 IN
 PK0285'PORT AUSTIN, GO 5.05 MILES EAST ON HIGHWAY 25 TO THE JUNCTION OF
 PK0285'PEARSON ROAD.  TURN LEFT AND GO NORTH ON PEARSON ROAD FOR 0.6 MILE
 PK0285'TO A T JUNCTION, TURN LEFT AND GO NORTHWEST 0.4 MILE TO A BAR
 PK0285'AND RESTURANT ON THE RIGHT.  TURN RIGHT AND FOLLOW A DIRT ROAD
 PK0285'NORTHEAST TO AND ON THE JETTY FOR 0.35 MILE TO THE STATION.
 PK0285'
 PK0285'THE STATION IS A NOS DISK STAMPED---H 7 MI 79 1979---,
 PK0285'EPOXIED IN THE TOP OF A 6 X 6 FOOT BOULDER ON THE EAST EDGE
 PK0285'OF THE JETTY.  IT IS ABOUT 100 FEET SOUTHWEST OF THE END OF THE
 PK0285'JETTY AND 53 FEET SOUTH OF THE MOST NORTHERLY OF TWO TREES AT THE
 PK0285'END OF THE JETTY.
 PK0285'
 PK0285'HEIGHT OF LIGHT WAS 1.5 M
 PK0285'
 PK0285'DESCRIBED BY J.D.S.
 PK0285
 PK0285                          STATION RECOVERY (1980)
 PK0285
 PK0285'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0285'THE STATION WAS RECOVERED AS DESCRIBED WITH THE FOLLOWING
 PK0285'EXCEPTION, THE STATION WAS RESET BY THE OPERATIONS DIVISION
 PK0285'OF THE ATLANTIC MARINE CENTER WHEN IT WAS DESTROYED BY ICE
 PK0285'CONDITIONS.  THE STATION WAS RESET IN THE SAME LOCATION AND
 PK0285'ITS POSITION WAS VERIFIED FROM THREE SEPERATE STATIONS.
 PK0285'
 PK0285'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.68 METERS.
 PK0285'
 PK0285'RECOVERED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0031 ***********************************************************************
 OJ0031  DESIGNATION -  H 7 USLS
 OJ0031  PID         -  OJ0031
 OJ0031  STATE/COUNTY-  MI/ST CLAIR
 OJ0031  USGS QUAD   -  LAKEPORT (1976)
 OJ0031
 OJ0031                         *CURRENT SURVEY CONTROL
 OJ0031  ___________________________________________________________________
 OJ0031* NAD 83(1986)-  43 06 56.     (N)    082 29 41.     (W)     SCALED    
 OJ0031* NAVD 88     -       181.697  (meters)     596.12   (feet)  ADJUSTED  
 OJ0031  ___________________________________________________________________
 OJ0031  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0031  DYNAMIC HT  -         181.655 (meters)     595.98  (feet)  COMP
 OJ0031  MODELED GRAV-     980,385.0   (mgal)                       NAVD 88
 OJ0031
 OJ0031  VERT ORDER  -  FIRST     CLASS 0
 OJ0031
 OJ0031.The horizontal coordinates were scaled from a topographic map and have
 OJ0031.an estimated accuracy of +/- 6 seconds.
 OJ0031
 OJ0031.The orthometric height was determined by differential leveling
 OJ0031.and adjusted by the National Geodetic Survey in June 1991..
 OJ0031.WARNING-Repeat measurements at this control monument indicate possible
 OJ0031.vertical movement.
 OJ0031
 OJ0031.The geoid height was determined by GEOID03.
 OJ0031
 OJ0031.The dynamic height is computed by dividing the NAVD 88
 OJ0031.geopotential number by the normal gravity value computed on the
 OJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0031.degrees latitude (g = 980.6199 gals.).
 OJ0031
 OJ0031.The modeled gravity was interpolated from observed gravity values.
 OJ0031
 OJ0031;                    North         East    Units  Estimated Accuracy
 OJ0031;SPC MI S     -   181,150.    4,152,330.      MT  (+/- 180 meters Scaled)
 OJ0031
 OJ0031                          SUPERSEDED SURVEY CONTROL
 OJ0031
 OJ0031  NGVD 29 (??/??/??)  181.824  (m)          596.53   (f) ADJUSTED    1 0
 OJ0031
 OJ0031.Superseded values are not recommended for survey control.
 OJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0031.See file dsdata.txt to determine how the superseded data were derived.
 OJ0031
 OJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH783747(NAD 83)
 OJ0031_MARKER: DD = SURVEY DISK
 OJ0031_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0031_SP_SET: ABUTMENT
 OJ0031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0031
 OJ0031  HISTORY     - Date     Condition        Report By
 OJ0031  HISTORY     - 1937     MONUMENTED       USLS
 OJ0031  HISTORY     - 1970     GOOD             USLS
 OJ0031  HISTORY     - 1980     GOOD             NGS
 OJ0031  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0031  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ0031
 OJ0031                          STATION DESCRIPTION
 OJ0031
 OJ0031'DESCRIBED BY US LAKE SURVEY 1970
 OJ0031'AT LAKEPORT.
 OJ0031'H 7 IS AT LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, ABOUT 500 FEET
 OJ0031'NORTHWEST OF FLASHER SIGNAL AT INTERSECTION OF HIGHWAY U.S. 25
 OJ0031'AND MILWAUKEE STREET, AT NORTHWEST ABUTMENT OF CONCRETE BRIDGE
 OJ0031'OVER MILWAUKEE CREEK, AT ANGLE IN WINGWALL, 1.9 FEET WEST OF
 OJ0031'CONCRETE RAIL, 0.5 FEET NORTH OF SOUTH EDGE OF ABUTMENT, BEING
 OJ0031'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET IN TOP
 OJ0031'OF ABUTMENT.  BM H 7 1937
 OJ0031
 OJ0031                          STATION RECOVERY (1980)
 OJ0031
 OJ0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0031'IN LAKEPORT, 0.8 KILOMETER (0.05 MILE) NORTHWEST OF THE JUNCTION OF
 OJ0031'STATE HIGHWAY 25 AND BURTCH STREET, IN TOP OF THE NORTHWEST WINGWALL
 OJ0031'ON THE SOUTHWEST SIDE OF THE CONCRETE CULVERT OVER MILWAUKEE CREEK,
 OJ0031'6.56 METERS (21.5 FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 OJ0031'AND 0.72 METER (2.4 FEET) SOUTHWEST OF THE SOUTHWEST HEADWALL OF
 OJ0031'THE CULVERT.
 OJ0031'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 OJ0031
 OJ0031                          STATION RECOVERY (1999)
 OJ0031
 OJ0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0031'MARK NOT FOUND.
 OJ0031
 OJ0031                          STATION RECOVERY (2004)
 OJ0031
 OJ0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0031'SUSPECT MARK HAS BEEN DESTROYED, AS CONCRETE CULVERT THAT MARK WAS IN
 OJ0031'HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0875 ***********************************************************************
 OJ0875  DESIGNATION -  H 70 MI
 OJ0875  PID         -  OJ0875
 OJ0875  STATE/COUNTY-  MI/HURON
 OJ0875  USGS QUAD   -  PORT HOPE (1970)
 OJ0875
 OJ0875                         *CURRENT SURVEY CONTROL
 OJ0875  ___________________________________________________________________
 OJ0875* NAD 83(1994)-  43 59 01.12944(N)    082 44 05.23167(W)     ADJUSTED  
 OJ0875* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 OJ0875  ___________________________________________________________________
 OJ0875  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OJ0875  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OJ0875
 OJ0875  HORZ ORDER  -  SECOND
 OJ0875
 OJ0875.The horizontal coordinates were established by classical geodetic methods
 OJ0875.and adjusted by the National Geodetic Survey in February 1997..
 OJ0875
 OJ0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0875
 OJ0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0875
 OJ0875.The geoid height was determined by GEOID03.
 OJ0875
 OJ0875;                    North         East     Units Scale Factor Converg.
 OJ0875;SPC MI S     -   277,168.227 4,130,926.573   MT  1.00009118   +1 06 38.0
 OJ0875;SPC MI S     -   909,344.58 13,552,908.70   iFT  1.00009118   +1 06 38.0
 OJ0875;UTM  17      - 4,871,519.430   360,876.044   MT  0.99983806   -1 12 17.7
 OJ0875
 OJ0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0875!SPC MI S     -   0.99997774  x   1.00009118  =   1.00006891
 OJ0875!UTM  17      -   0.99997774  x   0.99983806  =   0.99981580
 OJ0875
 OJ0875:                Primary Azimuth Mark                     Grid Az
 OJ0875:SPC MI S     -  H 71 MI                                  327 16 41.1
 OJ0875:UTM  17      -  H 71 MI                                  329 35 36.8
 OJ0875
 OJ0875|---------------------------------------------------------------------|
 OJ0875| PID    Reference Object                     Distance      Geod. Az  |
 OJ0875|                                                           dddmmss.s |
 OJ0875| OJ0876 H 71 MI                             APPROX. 1.0 KM 3282319.1 |
 OJ0875|---------------------------------------------------------------------|
 OJ0875
 OJ0875                          SUPERSEDED SURVEY CONTROL
 OJ0875
 OJ0875  NAD 83(1986)-  43 59 01.11401(N)    082 44 05.25437(W) AD(       ) 2
 OJ0875  NAD 27      -  43 59 01.07876(N)    082 44 05.48039(W) AD(       ) 2
 OJ0875  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 OJ0875
 OJ0875.Superseded values are not recommended for survey control.
 OJ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0875.See file dsdata.txt to determine how the superseded data were derived.
 OJ0875
 OJ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6087671519(NAD 83)
 OJ0875_MARKER: DD = SURVEY DISK
 OJ0875_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OJ0875_SP_SET: METAL PIPE AND CONCRETE SURROUND
 OJ0875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0875
 OJ0875  HISTORY     - Date     Condition        Report By
 OJ0875  HISTORY     - 1980     MONUMENTED       NOS
 OJ0875
 OJ0875                          STATION DESCRIPTION
 OJ0875
 OJ0875'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0875'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE APPROXIMATELY
 OJ0875'4.8 KILOMETERS NORTHWEST OF PORT HOPE AND 9.3 KILOMETERS SOUTHEAST
 OJ0875'OF HURON CITY.
 OJ0875'
 OJ0875'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND REDMAN
 OJ0875'ROAD GO NORTHWEST ON M25 FOR 4.2 KILOMETERS TO POCHERT ROAD.
 OJ0875'TURN RIGHT ON POCHERT ROAD AND GO 1.7 KILOMETERS TO PRIVATE DRIVE
 OJ0875'ON THE RIGHT.  TURN RIGHT ON PRIVATE DRIVE AND GO 0.1
 OJ0875'KILOMETER TO A FORK IN THE ROAD.  TAKE THE FORK TO THE RIGHT
 OJ0875'AND PROCEED TO COTTAGE NUMBER 7370 AND END OF ROAD.  WALK
 OJ0875'SOUTHEAST APPROXIMATELY 400 METERS TO A PROMINENT POINT AND
 OJ0875'THE AREA OF THE STATION.
 OJ0875'
 OJ0875'THE STATION IS A STANDARD NOS DISK
 OJ0875'STAMPED---H 70 MI 1980---,
 OJ0875'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0875'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0875'36.6 METERS (120 FT) WEST FROM  THE EXTREME END OF THE POINT AT
 OJ0875'THE SHORELINE,
 OJ0875'7.2 METERS (23.6 FT) WEST FROM A PK NAIL IN A 4 INCH BIRCH STUMP
 OJ0875'WHICH IS SEVEN FEET HIGH,
 OJ0875'6.0 METERS (19.7 FT) NORTHEAST FROM A PK NAIL IN A 5 INCH APPLE
 OJ0875'TREE,
 OJ0875'0.8 METER (2.7 FT) SOUTHEAST FROM A STANDARD NOS WITNESS POST
 OJ0875'SIGN.
 OJ0875'
 OJ0875'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0875'
 OJ0875'DESCRIBED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0876 ***********************************************************************
 OJ0876  DESIGNATION -  H 71 MI
 OJ0876  PID         -  OJ0876
 OJ0876  STATE/COUNTY-  MI/HURON
 OJ0876  USGS QUAD   -  PORT HOPE (1970)
 OJ0876
 OJ0876                         *CURRENT SURVEY CONTROL
 OJ0876  ___________________________________________________________________
 OJ0876* NAD 83(1994)-  43 59 27.88811(N)    082 44 28.04428(W)     ADJUSTED  
 OJ0876* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 OJ0876  ___________________________________________________________________
 OJ0876  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 OJ0876  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OJ0876
 OJ0876  HORZ ORDER  -  SECOND
 OJ0876
 OJ0876.The horizontal coordinates were established by classical geodetic methods
 OJ0876.and adjusted by the National Geodetic Survey in February 1997..
 OJ0876
 OJ0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0876
 OJ0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0876
 OJ0876.The geoid height was determined by GEOID03.
 OJ0876
 OJ0876;                    North         East     Units Scale Factor Converg.
 OJ0876;SPC MI S     -   277,984.205 4,130,402.283   MT  1.00009369   +1 06 22.4
 OJ0876;SPC MI S     -   912,021.67 13,551,188.59   iFT  1.00009369   +1 06 22.4
 OJ0876;UTM  17      - 4,872,355.714   360,385.275   MT  0.99983974   -1 12 34.1
 OJ0876
 OJ0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0876!SPC MI S     -   0.99997769  x   1.00009369  =   1.00007138
 OJ0876!UTM  17      -   0.99997769  x   0.99983974  =   0.99981743
 OJ0876
 OJ0876:                Primary Azimuth Mark                     Grid Az
 OJ0876:SPC MI S     -  H 72 MI                                  316 01 24.0
 OJ0876:UTM  17      -  H 72 MI                                  318 20 20.5
 OJ0876
 OJ0876|---------------------------------------------------------------------|
 OJ0876| PID    Reference Object                     Distance      Geod. Az  |
 OJ0876|                                                           dddmmss.s |
 OJ0876| OJ0877 H 72 MI                             APPROX. 0.7 KM 3170746.4 |
 OJ0876|---------------------------------------------------------------------|
 OJ0876
 OJ0876                          SUPERSEDED SURVEY CONTROL
 OJ0876
 OJ0876  NAD 83(1986)-  43 59 27.87265(N)    082 44 28.06670(W) AD(       ) 2
 OJ0876  NAD 27      -  43 59 27.83884(N)    082 44 28.29191(W) AD(       ) 2
 OJ0876  NGVD 29 (07/19/86)  177.6    (m)          583.     (f) VERT ANG       
 OJ0876
 OJ0876.Superseded values are not recommended for survey control.
 OJ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0876.See file dsdata.txt to determine how the superseded data were derived.
 OJ0876
 OJ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6038572356(NAD 83)
 OJ0876_MARKER: DD = SURVEY DISK
 OJ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0876_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0876+STABILITY: SURFACE MOTION
 OJ0876
 OJ0876  HISTORY     - Date     Condition        Report By
 OJ0876  HISTORY     - 1980     MONUMENTED       NOS
 OJ0876
 OJ0876                          STATION DESCRIPTION
 OJ0876
 OJ0876'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0876'THE STATION IS LOCATED 6.0 KILOMETERS NORTHWEST OF PORT HOPE AND
 OJ0876'8.4 KILOMETERS SOUTHEAST OF HURON CITY ON THE SOUTH POINT OF
 OJ0876'WHISKEY HARBOR NEAR THE LAKE HURON SHORELINE.
 OJ0876'
 OJ0876'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND REDMAN
 OJ0876'ROAD GO NORTHWEST ON HIGHWAY M25 FOR
 OJ0876'4.2 KILOMETERS TO POCHERT ROAD.  TURN RIGHT ON POCHERT ROAD AND GO
 OJ0876'2.1 KILOMETERS TO A PRIVATE DRIVE ON THE RIGHT.  TURN RIGHT
 OJ0876'(EAST) AND GO 0.5 KILOMETERS TO THE END OF THE ROAD.  WALK
 OJ0876'NORTHEAST 0.2 KILOMETERS TO THE HIGH PORTION OF THE POINT AND
 OJ0876'THE STATION.
 OJ0876'
 OJ0876'THE STATION IS A STANDARD NOS DISK
 OJ0876'STAMPED---H 71 MI 1980---,
 OJ0876'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OJ0876'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0876'21 METERS (70 FT) SOUTHWEST FROM THE PROMINENT END OF THE POINT.
 OJ0876'11.16 METERS (36.6 FT) SOUTHWEST FROM A PK NAIL IN A
 OJ0876'TWIN-TRUNKED 20 CM BIRCH.
 OJ0876'6.16 METERS (20.2 FT) NORTHEAST FROM A NOS WITNESS SIGN NAILED
 OJ0876'ONTO A 50 CM ASH TREE.
 OJ0876'
 OJ0876'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 OJ0876'
 OJ0876'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0877 ***********************************************************************
 OJ0877  DESIGNATION -  H 72 MI
 OJ0877  PID         -  OJ0877
 OJ0877  STATE/COUNTY-  MI/HURON
 OJ0877  USGS QUAD   -  PORT HOPE (1970)
 OJ0877
 OJ0877                         *CURRENT SURVEY CONTROL
 OJ0877  ___________________________________________________________________
 OJ0877* NAD 83(1994)-  43 59 44.88845(N)    082 44 49.90589(W)     ADJUSTED  
 OJ0877* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 OJ0877  ___________________________________________________________________
 OJ0877  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 OJ0877  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 OJ0877
 OJ0877  HORZ ORDER  -  SECOND
 OJ0877
 OJ0877.The horizontal coordinates were established by classical geodetic methods
 OJ0877.and adjusted by the National Geodetic Survey in February 1997..
 OJ0877
 OJ0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0877
 OJ0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0877
 OJ0877.The geoid height was determined by GEOID03.
 OJ0877
 OJ0877;                    North         East     Units Scale Factor Converg.
 OJ0877;SPC MI S     -   278,499.476 4,129,905.096   MT  1.00009529   +1 06 07.5
 OJ0877;SPC MI S     -   913,712.19 13,549,557.40   iFT  1.00009529   +1 06 07.5
 OJ0877;UTM  17      - 4,872,890.519   359,909.435   MT  0.99984138   -1 12 49.7
 OJ0877
 OJ0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0877!SPC MI S     -   0.99997773  x   1.00009529  =   1.00007302
 OJ0877!UTM  17      -   0.99997773  x   0.99984138  =   0.99981912
 OJ0877
 OJ0877:                Primary Azimuth Mark                     Grid Az
 OJ0877:SPC MI S     -  H 73 MI                                  316 50 00.5
 OJ0877:UTM  17      -  H 73 MI                                  319 08 57.7
 OJ0877
 OJ0877|---------------------------------------------------------------------|
 OJ0877| PID    Reference Object                     Distance      Geod. Az  |
 OJ0877|                                                           dddmmss.s |
 OJ0877| PK0278 H 73 MI                             APPROX. 1.3 KM 3175608.0 |
 OJ0877|---------------------------------------------------------------------|
 OJ0877
 OJ0877                          SUPERSEDED SURVEY CONTROL
 OJ0877
 OJ0877  NAD 83(1986)-  43 59 44.87300(N)    082 44 49.92805(W) AD(       ) 2
 OJ0877  NAD 27      -  43 59 44.84021(N)    082 44 50.15313(W) AD(       ) 2
 OJ0877  NGVD 29 (07/19/86)  177.3    (m)          582.     (f) VERT ANG       
 OJ0877
 OJ0877.Superseded values are not recommended for survey control.
 OJ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0877.See file dsdata.txt to determine how the superseded data were derived.
 OJ0877
 OJ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5990972891(NAD 83)
 OJ0877_MARKER: DD = SURVEY DISK
 OJ0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 OJ0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0877+STABILITY: SURFACE MOTION
 OJ0877
 OJ0877  HISTORY     - Date     Condition        Report By
 OJ0877  HISTORY     - 1980     MONUMENTED       NOS
 OJ0877
 OJ0877                          STATION DESCRIPTION
 OJ0877
 OJ0877'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0877'THE STATION IS LOCATED 6.6 KILOMETERS NORTHWEST OF PORT HOPE AND
 OJ0877'7.8 KILOMETERS SOUTHEAST OF HURON CITY ON THE NORTHWEST POINT OF
 OJ0877'WHISKEY HARBOR ON THE LAKE HURON SHORELINE.
 OJ0877'
 OJ0877'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND REDMAN
 OJ0877'ROAD(STATE STREET IN PORT HOPE)GO NORTHWEST ON HIGHWAY M25 FOR
 OJ0877'4.2 KILOMETERS TO POCHERT ROAD.  TURN RIGHT ON POCHERT ROAD AND
 OJ0877'GO 2.2 KILOMETERS TO THE END OF A DRIVEABLE ROAD.  CONTINUE FOR
 OJ0877'1.0 KILOMETERS BY FOOT FOLLOWING THE TRAIL TO THE NORTHWEST END
 OJ0877'THE POINT AND THE STATION.
 OJ0877'
 OJ0877'THE STATION IS A STANDARD NOS DISK
 OJ0877'STAMPED---H 72 MI 1980---,
 OJ0877'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OJ0877'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0877'90 METERS (300 FT) SOUTHWEST FROM THE END OF THE POINT.
 OJ0877'8.38 METERS (27.5 FT) NORTHEAST FROM A PK NAIL IN A 35 CM ASH
 OJ0877'TREE.
 OJ0877'6.16 METERS (20.2 FT) SOUTHEAST FROM THE CENTER OF A CAVITY ON
 OJ0877'TOP OF A 1 BY 2 METER LIGHT BROWN BOULDER.
 OJ0877'1.31 METERS (4.3 FT) EAST FROM A NOS WITNESS SIGN NAILED TO A
 OJ0877'60 CM ASH TREE.
 OJ0877'
 OJ0877'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.59 METERS.
 OJ0877'
 OJ0877'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0278 ***********************************************************************
 PK0278  DESIGNATION -  H 73 MI
 PK0278  PID         -  PK0278
 PK0278  STATE/COUNTY-  MI/HURON
 PK0278  USGS QUAD   -  HURON CITY (1970)
 PK0278
 PK0278                         *CURRENT SURVEY CONTROL
 PK0278  ___________________________________________________________________
 PK0278* NAD 83(1994)-  44 00 15.12322(N)    082 45 27.70972(W)     ADJUSTED  
 PK0278* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 PK0278  ___________________________________________________________________
 PK0278  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 PK0278  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0278
 PK0278  HORZ ORDER  -  SECOND
 PK0278
 PK0278.The horizontal coordinates were established by classical geodetic methods
 PK0278.and adjusted by the National Geodetic Survey in February 1997..
 PK0278
 PK0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0278
 PK0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0278
 PK0278.The geoid height was determined by GEOID03.
 PK0278
 PK0278;                    North         East     Units Scale Factor Converg.
 PK0278;SPC MI S     -   279,416.428 4,129,045.026   MT  1.00009816   +1 05 41.8
 PK0278;SPC MI S     -   916,720.56 13,546,735.65   iFT  1.00009816   +1 05 41.8
 PK0278;UTM  17      - 4,873,841.236   359,087.333   MT  0.99984422   -1 13 16.7
 PK0278
 PK0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0278!SPC MI S     -   0.99997778  x   1.00009816  =   1.00007594
 PK0278!UTM  17      -   0.99997778  x   0.99984422  =   0.99982201
 PK0278
 PK0278:                Primary Azimuth Mark                     Grid Az
 PK0278:SPC MI S     -  POINTE AUX BARQUES LH                    304 58 18.0
 PK0278:UTM  17      -  POINTE AUX BARQUES LH                    307 17 16.5
 PK0278
 PK0278|---------------------------------------------------------------------|
 PK0278| PID    Reference Object                     Distance      Geod. Az  |
 PK0278|                                                           dddmmss.s |
 PK0278| PK0276 POINTE AUX BARQUES LH               APPROX. 3.5 KM 3060359.8 |
 PK0278|---------------------------------------------------------------------|
 PK0278
 PK0278                          SUPERSEDED SURVEY CONTROL
 PK0278
 PK0278  NAD 83(1986)-  44 00 15.10788(N)    082 45 27.73147(W) AD(       ) 2
 PK0278  NAD 27      -  44 00 15.07611(N)    082 45 27.95603(W) AD(       ) 2
 PK0278  NGVD 29 (07/19/86)  177.0    (m)          581.     (f) VERT ANG       
 PK0278
 PK0278.Superseded values are not recommended for survey control.
 PK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0278.See file dsdata.txt to determine how the superseded data were derived.
 PK0278
 PK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5908773841(NAD 83)
 PK0278_MARKER: DD = SURVEY DISK
 PK0278_SETTING: 80 = SET IN A BOULDER
 PK0278_SP_SET: PARTIALLY EXPOSED BOULDER
 PK0278_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0278+STABILITY: SURFACE MOTION
 PK0278
 PK0278  HISTORY     - Date     Condition        Report By
 PK0278  HISTORY     - 1980     MONUMENTED       NOS
 PK0278
 PK0278                          STATION DESCRIPTION
 PK0278
 PK0278'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0278'THE STATION IS LOCATED 8.3 KILOMETERS SOUTHEAST OF HURON CITY AND
 PK0278'8.0 KILOMETERS NORTHWEST OF PORT HOPE ON THE LAKE HURON
 PK0278'SHORELINE.
 PK0278'
 PK0278'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND
 PK0278'REDMAN ROAD IN PORT HOPE GO NORTHWEST ON HIGHWAY M25 FOR 6.8
 PK0278'KILOMETERS TO LAWITZKE ROAD.  CONTINUE ON HIGHWAY M25 FOR 0.1
 PK0278'KILOMETER TO A TRAIL ON THE RIGHT.  TURN RIGHT ON THE TRAIL AND
 PK0278'GO 0.2 KILOMETER PAST A GRAVE TO A GATE AND THE
 PK0278'TRAIL ON THE RIGHT.  TURN RIGHT AND FOLLOW THE
 PK0278'TRAIL NORTHEAST FOR 0.1 KILOMETER TO THE JUNCTION OF
 PK0278'TWO TRAILS.  CONTINUE NORTHEAST ON THE LEFT OR NORTHERLY TRAIL
 PK0278'FOR 1.5 KILOMETERS TO LAKE HURON.  TURN RIGHT AND FOLLOW THE
 PK0278'SHORELINE EAST FOR 0.3 KILOMETER TO A PROMINENT POINT AND THE
 PK0278'VICINITY OF THE STATION.
 PK0278'
 PK0278'THE STATION IS A STANDARD NOS DISK
 PK0278'STAMPED---H 73 MI 1980---,
 PK0278'SET INTO THE TOP OF A BOULDER OF 1 METER.
 PK0278'LARGEST DIMENSION.  IT IS LOCATED
 PK0278'120 METERS (400 FT) SOUTHWEST FROM THE EXTREME END OF THE POINT.
 PK0278'22.46 METERS (73.7 FT) NORTH-NORTHEAST FROM A NOS WITNESS POST
 PK0278'SIGN.
 PK0278'9 METERS (30 FT) SOUTHEAST FROM THE NORTHWEST SIDE OF THE POINT.
 PK0278'5 METERS (15 FT) NORTHWEST FROM THE SOUTHEAST SIDE OF THE POINT.
 PK0278'
 PK0278'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.33 METERS.
 PK0278'
 PK0278'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0279 ***********************************************************************
 PK0279  DESIGNATION -  H 74 MI
 PK0279  PID         -  PK0279
 PK0279  STATE/COUNTY-  MI/HURON
 PK0279  USGS QUAD   -  HURON CITY (1970)
 PK0279
 PK0279                         *CURRENT SURVEY CONTROL
 PK0279  ___________________________________________________________________
 PK0279* NAD 83(1994)-  44 02 15.17831(N)    082 49 52.04984(W)     ADJUSTED  
 PK0279* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 PK0279  ___________________________________________________________________
 PK0279  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 PK0279  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0279
 PK0279  HORZ ORDER  -  SECOND
 PK0279
 PK0279.The horizontal coordinates were established by classical geodetic methods
 PK0279.and adjusted by the National Geodetic Survey in February 1997..
 PK0279
 PK0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0279
 PK0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0279
 PK0279.The geoid height was determined by GEOID03.
 PK0279
 PK0279;                    North         East     Units Scale Factor Converg.
 PK0279;SPC MI S     -   283,011.675 4,123,088.941   MT  1.00010977   +1 02 41.9
 PK0279;SPC MI S     -   928,515.99 13,527,194.69   iFT  1.00010977   +1 02 41.9
 PK0279;UTM  17      - 4,877,673.398   353,282.926   MT  0.99986475   -1 16 23.1
 PK0279
 PK0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0279!SPC MI S     -   0.99997776  x   1.00010977  =   1.00008753
 PK0279!UTM  17      -   0.99997776  x   0.99986475  =   0.99984251
 PK0279
 PK0279:                Primary Azimuth Mark                     Grid Az
 PK0279:SPC MI S     -  H 75                                     285 49 41.0
 PK0279:UTM  17      -  H 75                                     288 08 46.0
 PK0279
 PK0279|---------------------------------------------------------------------|
 PK0279| PID    Reference Object                     Distance      Geod. Az  |
 PK0279|                                                           dddmmss.s |
 PK0279| PK0280 H 75                                APPROX. 2.4 KM 2865222.9 |
 PK0279|---------------------------------------------------------------------|
 PK0279
 PK0279                          SUPERSEDED SURVEY CONTROL
 PK0279
 PK0279  NAD 83(1986)-  44 02 15.16449(N)    082 49 52.06978(W) AD(       ) 2
 PK0279  NAD 27      -  44 02 15.12998(N)    082 49 52.28799(W) AD(       ) 2
 PK0279  NGVD 29 (07/19/86)  177.1    (m)          581.     (f) VERT ANG       
 PK0279
 PK0279.Superseded values are not recommended for survey control.
 PK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0279.See file dsdata.txt to determine how the superseded data were derived.
 PK0279
 PK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5328377673(NAD 83)
 PK0279_MARKER: DD = SURVEY DISK
 PK0279_SETTING: 80 = SET IN A BOULDER
 PK0279_SP_SET: PARTIALLY EXPOSED BOULDER
 PK0279_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0279+STABILITY: SURFACE MOTION
 PK0279
 PK0279  HISTORY     - Date     Condition        Report By
 PK0279  HISTORY     - 1980     MONUMENTED       NOS
 PK0279
 PK0279                          STATION DESCRIPTION
 PK0279
 PK0279'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0279'THE STATION IS LOCATED 0.8 KILOMETERS NORTH OF HURON CITY ON A
 PK0279'PROMINENT POINT 0.3 KILOMETER NORTH OF THE MOUTH OF
 PK0279'WILLOW CREEK.
 PK0279'
 PK0279'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M53 IN
 PK0279'PORT AUSTIN GO EAST ON HIGHWAY M25 FOR 12.3 KILOMETERS TO THE
 PK0279'JUNCTION OF PIONEER ROAD ON THE LEFT.  TURN LEFT ON PIONEER ROAD
 PK0279'AND GO EAST FOR 0.8 KILOMETER TO A PRIVATE ROAD ON THE LEFT.  TURN
 PK0279'LEFT ON THE PRIVATE ROAD AND GO NORTH ALONG THE WEST BANK OF
 PK0279'WILLOW CREEK FOR 0.8 KILOMETER.  TURN RIGHT ONTO POINT AND GO 0.2
 PK0279'KILOMETER AND WALK TO THE POINT ON THE RIGHT AND THE STATION.
 PK0279'
 PK0279'THE STATION IS A STANDARD NOS DISK
 PK0279'STAMPED---H 74 MI 1980---,
 PK0279'SET INTO THE TOP OF A BOULDER OF 2 METERS
 PK0279'LARGEST DIMENSION.  IT IS LOCATED
 PK0279'39.17 METERS (128.5 FT) EAST FROM A PK NAIL IN A 75 CM ASH TREE.
 PK0279'12.25 METERS (40.2 FT) NORTHEAST FROM A NOS WITNESS POST SIGN
 PK0279'2.01 METERS (6.6 FT) SOUTHWEST FROM A PK NAIL IN A 9 CM BIRCH TREE.
 PK0279'
 PK0279'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.17 METERS.
 PK0279'
 PK0279'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0280 ***********************************************************************
 PK0280  DESIGNATION -  H 75
 PK0280  PID         -  PK0280
 PK0280  STATE/COUNTY-  MI/HURON
 PK0280  USGS QUAD   -  HURON CITY (1970)
 PK0280
 PK0280                         *CURRENT SURVEY CONTROL
 PK0280  ___________________________________________________________________
 PK0280* NAD 83(1994)-  44 02 37.80296(N)    082 51 35.52192(W)     ADJUSTED  
 PK0280* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 PK0280  ___________________________________________________________________
 PK0280  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 PK0280  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PK0280
 PK0280  HORZ ORDER  -  SECOND
 PK0280
 PK0280.The horizontal coordinates were established by classical geodetic methods
 PK0280.and adjusted by the National Geodetic Survey in February 1997..
 PK0280
 PK0280.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0280
 PK0280.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0280
 PK0280.The geoid height was determined by GEOID03.
 PK0280
 PK0280;                    North         East     Units Scale Factor Converg.
 PK0280;SPC MI S     -   283,668.316 4,120,772.714   MT  1.00011200   +1 01 31.5
 PK0280;SPC MI S     -   930,670.33 13,519,595.52   iFT  1.00011200   +1 01 31.5
 PK0280;UTM  17      - 4,878,423.017   350,995.711   MT  0.99987307   -1 17 35.6
 PK0280
 PK0280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0280!SPC MI S     -   0.99997740  x   1.00011200  =   1.00008939
 PK0280!UTM  17      -   0.99997740  x   0.99987307  =   0.99985047
 PK0280
 PK0280:                Primary Azimuth Mark                     Grid Az
 PK0280:SPC MI S     -  H 76 MI                                  281 02 05.5
 PK0280:UTM  17      -  H 76 MI                                  283 21 12.6
 PK0280
 PK0280|---------------------------------------------------------------------|
 PK0280| PID    Reference Object                     Distance      Geod. Az  |
 PK0280|                                                           dddmmss.s |
 PK0280| PK0290 H 76 MI                             APPROX. 1.5 KM 2820337.0 |
 PK0280|---------------------------------------------------------------------|
 PK0280
 PK0280                          SUPERSEDED SURVEY CONTROL
 PK0280
 PK0280  NAD 83(1986)-  44 02 37.78960(N)    082 51 35.54157(W) AD(       ) 2
 PK0280  NAD 27      -  44 02 37.75199(N)    082 51 35.75747(W) AD(       ) 2
 PK0280  NGVD 29 (07/19/86)  179.4    (m)          589.     (f) VERT ANG       
 PK0280
 PK0280.Superseded values are not recommended for survey control.
 PK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0280.See file dsdata.txt to determine how the superseded data were derived.
 PK0280
 PK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5099678423(NAD 83)
 PK0280_MARKER: DD = SURVEY DISK
 PK0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PK0280_SP_SET: METAL PIPE AND CONCRETE SURROUND
 PK0280_STAMPING: H 75 MI 1980
 PK0280_MARK LOGO: NOS   
 PK0280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PK0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0280
 PK0280  HISTORY     - Date     Condition        Report By
 PK0280  HISTORY     - 1980     MONUMENTED       NOS
 PK0280  HISTORY     - 19921005 MARK NOT FOUND   USPSQD
 PK0280
 PK0280                          STATION DESCRIPTION
 PK0280
 PK0280'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0280'THE STATION IS LOCATED 3.2 KILOMETERS EAST OF GRINDSTONE CITY AND
 PK0280'2.0 KILOMETERS NORTHWEST OF HURON CITY ON THE LAKE HURON SHORELINE.
 PK0280'
 PK0280'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M53 IN
 PK0280'PORT AUSTIN GO 10.2 KILOMETERS EAST ON HIGHWAY M25 TO THE
 PK0280'JUNCTION WITH KINCH ROAD.  CONTINUE ON HIGHWAY M25 FOR 0.4
 PK0280'KILOMETER TO A DIRT TRAIL ON THE LEFT.  TURN LEFT AND FOLLOW
 PK0280'THE WINDING TRAIL NORTHEAST FOR 0.9 KILOMETER TO A FORK IN THE
 PK0280'TRAIL.  TAKE THE RIGHT FORK FOR 0.1 KILOMETER TO THE END OF THE
 PK0280'TRAIL AND A SMALL BOAT BASIN.  FOLLOW THE PATH TO THE OUTER
 PK0280'(NORTH) END OF THE EAST BREAKWALL AND THE STATION.
 PK0280'
 PK0280'THE STATION IS A STANDARD NOS DISK
 PK0280'STAMPED---H 75 MI 1980---,
 PK0280'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 PK0280'FLUSH WITH GROUND.  IT IS LOCATED
 PK0280'0.76 METERS (2.5 FT) NORTHEAST FROM A NOS WITNESS POST SIGN.
 PK0280'
 PK0280'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.45 METERS.
 PK0280'
 PK0280'DESCRIBED BY T. KUCHCIAK.
 PK0280
 PK0280                          STATION RECOVERY (1992)
 PK0280
 PK0280'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 PK0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0290 ***********************************************************************
 PK0290  DESIGNATION -  H 76 MI
 PK0290  PID         -  PK0290
 PK0290  STATE/COUNTY-  MI/HURON
 PK0290  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0290
 PK0290                         *CURRENT SURVEY CONTROL
 PK0290  ___________________________________________________________________
 PK0290* NAD 83(1994)-  44 02 48.10766(N)    082 52 42.42513(W)     ADJUSTED  
 PK0290* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 PK0290  ___________________________________________________________________
 PK0290  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 PK0290  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0290
 PK0290  HORZ ORDER  -  SECOND
 PK0290
 PK0290.The horizontal coordinates were established by classical geodetic methods
 PK0290.and adjusted by the National Geodetic Survey in February 1997..
 PK0290
 PK0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0290
 PK0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0290
 PK0290.The geoid height was determined by GEOID03.
 PK0290
 PK0290;                    North         East     Units Scale Factor Converg.
 PK0290;SPC MI S     -   283,959.860 4,119,277.689   MT  1.00011302   +1 00 46.0
 PK0290;SPC MI S     -   931,626.84 13,514,690.58   iFT  1.00011302   +1 00 46.0
 PK0290;UTM  17      - 4,878,774.727   349,514.056   MT  0.99987853   -1 18 22.4
 PK0290
 PK0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0290!SPC MI S     -   0.99997686  x   1.00011302  =   1.00008988
 PK0290!UTM  17      -   0.99997686  x   0.99987853  =   0.99985539
 PK0290
 PK0290:                Primary Azimuth Mark                     Grid Az
 PK0290:SPC MI S     -  H 77 MI                                  319 33 13.4
 PK0290:UTM  17      -  H 77 MI                                  321 52 21.8
 PK0290
 PK0290|---------------------------------------------------------------------|
 PK0290| PID    Reference Object                     Distance      Geod. Az  |
 PK0290|                                                           dddmmss.s |
 PK0290| PK0291 H 77 MI                             APPROX. 1.7 KM 3203359.4 |
 PK0290|---------------------------------------------------------------------|
 PK0290
 PK0290                          SUPERSEDED SURVEY CONTROL
 PK0290
 PK0290  NAD 83(1986)-  44 02 48.09453(N)    082 52 42.44464(W) AD(       ) 2
 PK0290  NAD 27      -  44 02 48.05470(N)    082 52 42.65886(W) AD(       ) 2
 PK0290  NGVD 29 (07/19/86)  182.8    (m)          600.     (f) VERT ANG       
 PK0290
 PK0290.Superseded values are not recommended for survey control.
 PK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0290.See file dsdata.txt to determine how the superseded data were derived.
 PK0290
 PK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4951478775(NAD 83)
 PK0290_MARKER: DD = SURVEY DISK
 PK0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 PK0290_SP_SET: METAL PIPE AND CONCRETE SURROUND
 PK0290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 PK0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0290
 PK0290  HISTORY     - Date     Condition        Report By
 PK0290  HISTORY     - 1980     MONUMENTED       NOS
 PK0290
 PK0290                          STATION DESCRIPTION
 PK0290
 PK0290'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0290'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE 9.3 KILOMETERS
 PK0290'EAST OF PORT AUSTIN, MICHIGAN AND 4.0 KILOMETERS WEST OF HURON
 PK0290'CITY.
 PK0290'
 PK0290'TO REACH THE STATION FROM THE JUNCTIONS OF HIGHWAYS M25 AND M53
 PK0290'IN PORT AUSTIN GO EAST ON HIGHWAY M25 FOR 8.5 KILOMETERS TO
 PK0290'VERONA ROAD ON THE RIGHT.  CONTINUE ON M25 FOR 0.6 KILOMETER TO
 PK0290'LAKESHORE ROAD ON THE LEFT.  TURN LEFT ON LAKESHORE ROAD AND GO
 PK0290'0.2 KILOMETER TO A SECOND ROAD ON THE LEFT, WHICH IS A DRIVEWAY,
 PK0290'AT 9266 LAKESHORE ROAD.  TURN LEFT ON THE DRIVEWAY AND GO NORTH
 PK0290'FOR 0.3 KILOMETER TO THE END OF AN ASPHALT PARKING AREA BETWEEN
 PK0290'TWO COTTAGES.  WALK NORTH AND EAST TO SMALL PROMINENT POINT AND
 PK0290'AREA OF THE STATION.
 PK0290'
 PK0290'THE STATION IS A STANDARD NOS DISK
 PK0290'STAMPED---H 76 MI 1980---,
 PK0290'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 PK0290'FLUSH WITH GROUND.  IT IS LOCATED
 PK0290'38.0 METERS (124.5 FT) EAST FROM THE EAST EDGE OF THE TOP STEP OF
 PK0290'A BOAT LAUNCH,
 PK0290'20.7 METERS (67.9 FT) NORTHEAST FROM THE NORTHEAST CORNER OF THE
 PK0290'CONCRETE PORCH FOUNDATION OF A CONCRETE BLOCK COTTAGE,
 PK0290'10.6 METERS (34.9 FT) EAST-NORTHEAST FROM A PK NAIL IN A 12 INCH
 PK0290'BIRCH TREE,
 PK0290'10.0 METERS (34 FT) SOUTH FROM THE TOP EDGE OF THE BANK TO THE
 PK0290'LAKE,
 PK0290'7.5 METERS (24.8 FT) SOUTH FROM A 1 INCH IRON ROD WHICH PROJECTS
 PK0290'ONE FOOT ABOVE THE EXISTING GROUND,
 PK0290'4.9 METERS (16.0 FT) NORTH FROM FROM A STANDARD NOS WITNESS POST
 PK0290'SIGN WHICH IS NAILED TO A 8 INCH BIRCH TREE.
 PK0290'
 PK0290'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.49 METERS.
 PK0290'
 PK0290'DESCRIBED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0291 ***********************************************************************
 PK0291  DESIGNATION -  H 77 MI
 PK0291  PID         -  PK0291
 PK0291  STATE/COUNTY-  MI/HURON
 PK0291  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0291
 PK0291                         *CURRENT SURVEY CONTROL
 PK0291  ___________________________________________________________________
 PK0291* NAD 83(1994)-  44 03 30.95657(N)    082 53 31.29402(W)     ADJUSTED  
 PK0291* NAVD 88     -       178.26   (+/-2cm)     584.8    (feet)  VERTCON   
 PK0291  ___________________________________________________________________
 PK0291  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 PK0291  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0291
 PK0291  HORZ ORDER  -  SECOND
 PK0291  VERT ORDER  -  THIRD ? (See Below)
 PK0291
 PK0291.The horizontal coordinates were established by classical geodetic methods
 PK0291.and adjusted by the National Geodetic Survey in February 1997..
 PK0291
 PK0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0291.The vertical order pertains to the NGVD 29 superseded value.
 PK0291
 PK0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0291
 PK0291.The geoid height was determined by GEOID03.
 PK0291
 PK0291;                    North         East     Units Scale Factor Converg.
 PK0291;SPC MI S     -   285,263.189 4,118,166.649   MT  1.00011728   +1 00 12.7
 PK0291;SPC MI S     -   935,902.85 13,511,045.44   iFT  1.00011728   +1 00 12.7
 PK0291;UTM  17      - 4,880,121.633   348,456.917   MT  0.99988245   -1 18 57.4
 PK0291
 PK0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0291!SPC MI S     -   0.99997755  x   1.00011728  =   1.00009483
 PK0291!UTM  17      -   0.99997755  x   0.99988245  =   0.99986001
 PK0291
 PK0291|---------------------------------------------------------------------|
 PK0291| PID    Reference Object                     Distance      Geod. Az  |
 PK0291|                                                           dddmmss.s |
 PK0291| PK0285 H 7 MI 79                            34.385 METERS 04645     |
 PK0291| PK0286 H 10 MI 79                          APPROX. 2.5 KM 2952059.0 |
 PK0291|---------------------------------------------------------------------|
 PK0291
 PK0291                          SUPERSEDED SURVEY CONTROL
 PK0291
 PK0291  NAD 83(1986)-  44 03 30.94355(N)    082 53 31.31323(W) AD(       ) 2
 PK0291  NAD 27      -  44 03 30.90201(N)    082 53 31.52847(W) AD(       ) 2
 PK0291  NGVD 29 (07/19/86)  178.40   (m)          585.3    (f) LEVELING    3  
 PK0291
 PK0291.Superseded values are not recommended for survey control.
 PK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0291.See file dsdata.txt to determine how the superseded data were derived.
 PK0291
 PK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ4845780122(NAD 83)
 PK0291_MARKER: DD = SURVEY DISK
 PK0291_SETTING: 80 = SET IN A BOULDER
 PK0291_SP_SET: PARTIALLY EXPOSED BOULDER
 PK0291_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0291+STABILITY: SURFACE MOTION
 PK0291
 PK0291  HISTORY     - Date     Condition        Report By
 PK0291  HISTORY     - 1980     MONUMENTED       NOS
 PK0291
 PK0291                          STATION DESCRIPTION
 PK0291
 PK0291'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0291'THE STATION IS LOCATED ON THE LAKE HURON SHORELINE ON THE
 PK0291'NORTHWEST JETTY OF THE GRINDSTONE COUNTY PARK HARBOR
 PK0291'1.2 KILOMETERS NORTHEAST OF GRINDSTONE CITY.
 PK0291'
 PK0291'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS M25 AND
 PK0291'M53 IN PORT AUSTIN, GO EAST ON M25 FOR 8.0 KILOMETERS TO
 PK0291'ITS JUNCTION WITH PEARSON ROAD.  TURN LEFT ON PEARSON ROAD
 PK0291'AND GO NORTH FOR 0.9 KILOMETER TO A T INTERSECTION.  TURN
 PK0291'LEFT AND GO NORTHWEST FOR 0.7 KILOMETER TO A RESTAURANT ON
 PK0291'THE RIGHT.  TURN RIGHT AT RESTAURANT AND FOLLOW THE DIRT ROAD
 PK0291'NORTHEAST FOR 0.6 KILOMETER OUT TO AND ONTO THE NORTHWEST
 PK0291'JETTY AND THE AREA OF THE STATION.
 PK0291'
 PK0291'THE STATION IS A STANDARD NOS DISK
 PK0291'STAMPED---H 77 MI 1980---,
 PK0291'SET INTO THE TOP OF A BOULDER OF 1 METER
 PK0291'LARGEST DIMENSION.  IT IS LOCATED
 PK0291'66 METERS (215 FT) SOUTHWEST FROM THE NORTHERLY END OF THE JETTY,
 PK0291'47.2 METERS (155.0 FT) SOUTHWEST FROM A PK NAIL IN A 10 INCH TREE,
 PK0291'5.2 METERS (17.2 FT) WEST SOUTHWEST FROM A STANDARD NOS
 PK0291'WITNESS POST SIGN,
 PK0291'4.1 METERS (13.6 FT) NORTHWEST FROM A 1 1/4 INCH DRILL HOLE ON
 PK0291'TOP OF A 6 FOOT BY 3 1/2 FOOT LIMESTONE BLOCK WHICH IS LOCATED AT
 PK0291'THE TOP OF THE BANK OF THE SOUTHEAST EDGE OF THE JETTY.
 PK0291'
 PK0291'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.62 METERS.
 PK0291'
 PK0291'DESCRIBED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0190 ***********************************************************************
 PL0190  DESIGNATION -  H 78
 PL0190  PID         -  PL0190
 PL0190  STATE/COUNTY-  MI/KALKASKA
 PL0190  USGS QUAD   -  KALKASKA (1985)
 PL0190
 PL0190                         *CURRENT SURVEY CONTROL
 PL0190  ___________________________________________________________________
 PL0190* NAD 83(1986)-  44 38 30.     (N)    085 10 29.     (W)     SCALED    
 PL0190* NAVD 88     -       345.241  (meters)    1132.68   (feet)  ADJUSTED  
 PL0190  ___________________________________________________________________
 PL0190  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 PL0190  DYNAMIC HT  -         345.207 (meters)    1132.57  (feet)  COMP
 PL0190  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 PL0190
 PL0190  VERT ORDER  -  SECOND    CLASS 0
 PL0190
 PL0190.The horizontal coordinates were scaled from a topographic map and have
 PL0190.an estimated accuracy of +/- 6 seconds.
 PL0190
 PL0190.The orthometric height was determined by differential leveling
 PL0190.and adjusted by the National Geodetic Survey in June 1991..
 PL0190
 PL0190.The geoid height was determined by GEOID03.
 PL0190
 PL0190.The dynamic height is computed by dividing the NAVD 88
 PL0190.geopotential number by the normal gravity value computed on the
 PL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0190.degrees latitude (g = 980.6199 gals.).
 PL0190
 PL0190.The modeled gravity was interpolated from observed gravity values.
 PL0190
 PL0190;                    North         East    Units  Estimated Accuracy
 PL0190;SPC MI C     -   147,550.    5,935,900.      MT  (+/- 180 meters Scaled)
 PL0190
 PL0190                          SUPERSEDED SURVEY CONTROL
 PL0190
 PL0190  NGVD 29 (??/??/92)  345.331  (m)         1132.97   (f) ADJ UNCH    2 0
 PL0190
 PL0190.Superseded values are not recommended for survey control.
 PL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0190.See file dsdata.txt to determine how the superseded data were derived.
 PL0190
 PL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ447447(NAD 83)
 PL0190_MARKER: DB = BENCH MARK DISK
 PL0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0190_STAMPING: H 78 1934
 PL0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0190+STABILITY: SURFACE MOTION
 PL0190
 PL0190  HISTORY     - Date     Condition        Report By
 PL0190  HISTORY     - 1934     MONUMENTED       CGS
 PL0190  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0190  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0190  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0190  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0190
 PL0190                          STATION DESCRIPTION
 PL0190
 PL0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0190'6.1 MI S FROM KALKASKA.
 PL0190'6.1 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0190'COUNTY, AT LODI, 100 YARDS NORTH OF THE INTERSECTION OF STATE
 PL0190'HIGHWAY 131 LEADING EAST TO SOUTH BOARDMAN, 78 YARDS SOUTHEAST
 PL0190'OF A GULF SERVICE STATION, 55 YARDS NORTHEAST OF THE RED CROWN
 PL0190'SERVICE STATION OWNED IN 1934 BY FRED ETZCORN, AND 10 YARDS
 PL0190'EAST OF THE CENTERLINE OF STATE HIGHWAY 66.  A STANDARD DISK,
 PL0190'STAMPED H 78 1934 AND SET IN THE TOP OF A CONCRETE POST
 PL0190'PROJECTING 4 INCHES ABOVE GROUND.
 PL0190
 PL0190                          STATION RECOVERY (1983)
 PL0190
 PL0190'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0190'MARK NOT FOUND.
 PL0190
 PL0190                          STATION RECOVERY (1992)
 PL0190
 PL0190'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0190'MARK NOT FOUND.
 PL0190
 PL0190                          STATION RECOVERY (1997)
 PL0190
 PL0190'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0190'MARK NOT FOUND.
 PL0190
 PL0190                          STATION RECOVERY (2001)
 PL0190
 PL0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0190'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0274 ***********************************************************************
 PK0274  DESIGNATION -  H 8 MI 79
 PK0274  PID         -  PK0274
 PK0274  STATE/COUNTY-  MI/HURON
 PK0274  USGS QUAD   -  HURON CITY (1970)
 PK0274
 PK0274                         *CURRENT SURVEY CONTROL
 PK0274  ___________________________________________________________________
 PK0274* NAD 83(1994)-  44 01 18.46657(N)    082 47 35.24461(W)     ADJUSTED  
 PK0274* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 PK0274  ___________________________________________________________________
 PK0274  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 PK0274  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0274
 PK0274  HORZ ORDER  -  THIRD
 PK0274
 PK0274.The horizontal coordinates were established by classical geodetic methods
 PK0274.and adjusted by the National Geodetic Survey in February 1997..
 PK0274
 PK0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0274
 PK0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0274
 PK0274.The geoid height was determined by GEOID03.
 PK0274
 PK0274;                    North         East     Units Scale Factor Converg.
 PK0274;SPC MI S     -   281,317.649 4,126,167.501   MT  1.00010425   +1 04 15.0
 PK0274;SPC MI S     -   922,958.17 13,537,294.95   iFT  1.00010425   +1 04 15.0
 PK0274;UTM  17      - 4,875,856.714   356,289.718   MT  0.99985401   -1 14 46.7
 PK0274
 PK0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0274!SPC MI S     -   0.99997729  x   1.00010425  =   1.00008154
 PK0274!UTM  17      -   0.99997729  x   0.99985401  =   0.99983131
 PK0274
 PK0274                          SUPERSEDED SURVEY CONTROL
 PK0274
 PK0274  NAD 83(1986)-  44 01 18.45191(N)    082 47 35.26552(W) AD(       ) 3
 PK0274  NAD 27      -  44 01 18.42036(N)    082 47 35.48733(W) AD(       ) 3
 PK0274  NGVD 29 (07/19/86)  180.1    (m)          591.     (f) VERT ANG       
 PK0274
 PK0274.Superseded values are not recommended for survey control.
 PK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0274.See file dsdata.txt to determine how the superseded data were derived.
 PK0274
 PK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5629075857(NAD 83)
 PK0274_MARKER: DD = SURVEY DISK
 PK0274_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PK0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0274
 PK0274  HISTORY     - Date     Condition        Report By
 PK0274  HISTORY     - 1979     MONUMENTED       NOS
 PK0274
 PK0274                          STATION DESCRIPTION
 PK0274
 PK0274'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0274'THE STATIONIS LOCATED AT THE LIGHTHOUSE COUNTY PARK NEAR THE
 PK0274'COAST GUARD LIGHTHOUSE.  IT IS ABOUT 10 MILES EAST OF PORT AUSTIN.
 PK0274'
 PK0274'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 25 AND 53
 PK0274'IN PORT AUSTIN, GO EAST ON HIGHWAY 25 FOR 11.05 MILES TO THE
 PK0274'INTERSECTION OF A DIRT ROAD.  TURN LEFT AND GO NORTH ON THE
 PK0274'DIRT ROAD FOR 0.7 MILE TO A BARRICADE AND A SHARP CURVE.  TURN
 PK0274'LEFT AND GO WEST FOR 0.15 MILE, TURN RIGHT AND GO NORTH FOR 0.3
 PK0274'MILE TO THE LIGHTHOUSE AND THE STATION.
 PK0274'
 PK0274'THE STATION IS AN ALUMINUM NOS DISK STAMPED---H 8 MI 79 1979---,
 PK0274'SECURED TO THE TOP OF A 1 X 30 INCH ALUMINUM ROD CEMENTED IN THE
 PK0274'GROUND, FLUSH.  IT IS 384 FEET SOUTH OF THE LIGHTHOUSE, 165 FEET
 PK0274'SOUTH OF THE EDGE OF THE ROAD LEADING TO THE PARK RANGERS HOUSE,
 PK0274'160 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ALUMINUM SHED,
 PK0274'136 FEET EAST OF THE EAST EDGE OF A NORTH-SOUTH ROAD AND 94.0
 PK0274'FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ALUMINUM WEATHER
 PK0274'STATION TOWER.
 PK0274'
 PK0274'DESCRIBED BY J.D.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0060 ***********************************************************************
 PL0060  DESIGNATION -  H 81
 PL0060  PID         -  PL0060
 PL0060  STATE/COUNTY-  MI/OGEMAW
 PL0060  USGS QUAD   -  DAMON (1965)
 PL0060
 PL0060                         *CURRENT SURVEY CONTROL
 PL0060  ___________________________________________________________________
 PL0060* NAD 83(1986)-  44 27 59.     (N)    084 07 38.     (W)     SCALED    
 PL0060* NAVD 88     -       385.315  (meters)    1264.15   (feet)  ADJUSTED  
 PL0060  ___________________________________________________________________
 PL0060  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PL0060  DYNAMIC HT  -         385.257 (meters)    1263.96  (feet)  COMP
 PL0060  MODELED GRAV-     980,457.2   (mgal)                       NAVD 88
 PL0060
 PL0060  VERT ORDER  -  SECOND    CLASS 0
 PL0060
 PL0060.The horizontal coordinates were scaled from a topographic map and have
 PL0060.an estimated accuracy of +/- 6 seconds.
 PL0060
 PL0060.The orthometric height was determined by differential leveling
 PL0060.and adjusted by the National Geodetic Survey in June 1991..
 PL0060
 PL0060.The geoid height was determined by GEOID03.
 PL0060
 PL0060.The dynamic height is computed by dividing the NAVD 88
 PL0060.geopotential number by the normal gravity value computed on the
 PL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0060.degrees latitude (g = 980.6199 gals.).
 PL0060
 PL0060.The modeled gravity was interpolated from observed gravity values.
 PL0060
 PL0060;                    North         East    Units  Estimated Accuracy
 PL0060;SPC MI C     -   127,790.    6,019,050.      MT  (+/- 180 meters Scaled)
 PL0060
 PL0060                          SUPERSEDED SURVEY CONTROL
 PL0060
 PL0060  NGVD 29 (??/??/92)  385.447  (m)         1264.59   (f) ADJ UNCH    2 0
 PL0060
 PL0060.Superseded values are not recommended for survey control.
 PL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0060.See file dsdata.txt to determine how the superseded data were derived.
 PL0060
 PL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ285276(NAD 83)
 PL0060_MARKER: DB = BENCH MARK DISK
 PL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0060_STAMPING: H 81 1934
 PL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0060+STABILITY: SURFACE MOTION
 PL0060
 PL0060  HISTORY     - Date     Condition        Report By
 PL0060  HISTORY     - 1934     MONUMENTED       CGS
 PL0060  HISTORY     - 1938     GOOD             NGS
 PL0060  HISTORY     - 1962     MARK NOT FOUND   USGS
 PL0060
 PL0060                          STATION DESCRIPTION
 PL0060
 PL0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 PL0060'3.5 MI N FROM ROSE CITY.
 PL0060'3.5 MILES NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0060'ROSE CITY, OGEMAW COUNTY, 46 FEET WEST OF THE SOUTHWEST CORNER
 PL0060'OF THE FRED BARBER RESIDENCE, 41 FEET EAST OF THE CENTERLINE
 PL0060'OF THE HIGHWAY, 4 FEET WEST OF POLE 606, AND 2 FEET HIGHER THAN
 PL0060'THE HIGHWAY.  A STANDARD DISK, STAMPED H 81 1934 AND SET
 PL0060'IN THE TOP OF A CONCRETE POST.
 PL0060
 PL0060                          STATION RECOVERY (1962)
 PL0060
 PL0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 PL0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0015 ***********************************************************************
 PK0015  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0015  DESIGNATION -  H 82
 PK0015  PID         -  PK0015
 PK0015  STATE/COUNTY-  MI/ALCONA
 PK0015  USGS QUAD   -  HARRISVILLE (1989)
 PK0015
 PK0015                         *CURRENT SURVEY CONTROL
 PK0015  ___________________________________________________________________
 PK0015* NAD 83(1986)-  44 39 24.     (N)    083 17 19.     (W)     SCALED    
 PK0015* NAVD 88     -       185.871  (meters)     609.81   (feet)  ADJUSTED  
 PK0015  ___________________________________________________________________
 PK0015  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0015  DYNAMIC HT  -         185.851 (meters)     609.75  (feet)  COMP
 PK0015  MODELED GRAV-     980,510.9   (mgal)                       NAVD 88
 PK0015
 PK0015  VERT ORDER  -  FIRST     CLASS II
 PK0015
 PK0015.The horizontal coordinates were scaled from a topographic map and have
 PK0015.an estimated accuracy of +/- 6 seconds.
 PK0015
 PK0015.The orthometric height was determined by differential leveling
 PK0015.and adjusted by the National Geodetic Survey in June 1991..
 PK0015
 PK0015.This Tidal Bench Mark is designated as VM 13066
 PK0015.by the Center for Operational Oceanographic Products and Services.
 PK0015
 PK0015.The geoid height was determined by GEOID03.
 PK0015
 PK0015.The dynamic height is computed by dividing the NAVD 88
 PK0015.geopotential number by the normal gravity value computed on the
 PK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0015.degrees latitude (g = 980.6199 gals.).
 PK0015
 PK0015.The modeled gravity was interpolated from observed gravity values.
 PK0015
 PK0015;                    North         East    Units  Estimated Accuracy
 PK0015;SPC MI C     -   149,470.    6,085,500.      MT  (+/- 180 meters Scaled)
 PK0015
 PK0015                          SUPERSEDED SURVEY CONTROL
 PK0015
 PK0015  NGVD 29 (??/??/92)  186.066  (m)          610.45   (f) ADJ UNCH    1 2
 PK0015
 PK0015.Superseded values are not recommended for survey control.
 PK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0015.See file dsdata.txt to determine how the superseded data were derived.
 PK0015
 PK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185473(NAD 83)
 PK0015_MARKER: DB = BENCH MARK DISK
 PK0015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0015_SP_SET: BUILDING
 PK0015_STAMPING: H 82 1934
 PK0015_MARK LOGO: CGS   
 PK0015_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0015+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PK0015
 PK0015  HISTORY     - Date     Condition        Report By
 PK0015  HISTORY     - 1934     MONUMENTED       CGS
 PK0015  HISTORY     - 1959     GOOD             NGS
 PK0015  HISTORY     - 1983     GOOD             NGS
 PK0015  HISTORY     - 19941010 GOOD             NOS
 PK0015  HISTORY     - 19960511 GOOD             USPSQD
 PK0015  HISTORY     - 20050715 GOOD             USPSQD
 PK0015
 PK0015                          STATION DESCRIPTION
 PK0015
 PK0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PK0015'AT HARRISVILLE.
 PK0015'AT HARRISVILLE, ALCONA COUNTY, AT THE CORNER OF LAKE AND MAIN
 PK0015'STREETS, 250 YARDS WEST OF THE SHORE OF LAKE HURON, IN THE FACE
 PK0015'OF THE SOUTHEAST CORNER OF ALCONA COUNTY SAVINGS BANK, 1 FOOT
 PK0015'WEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND 4.2 FEET
 PK0015'ABOVE THE CONCRETE SIDEWALK.  A STANDARD DISK, STAMPED H 82
 PK0015'1934 AND SET VERTICALLY.
 PK0015
 PK0015                          STATION RECOVERY (1983)
 PK0015
 PK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0015'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN
 PK0015'HARRISVILLE, AT THE NORTHWEST CORNER OF MAIN AND LAKE STREETS, SET
 PK0015'VERTICALLY IN THE SOUTH FACE AND 0.61 METER (2.0 FT) WEST OF THE EAST
 PK0015'FACE OF THE ALCONA SAVINGS BANK BUILDING.
 PK0015'THE MARK IS 1.1 M ABOVE GROUND AND SIDEWALK.
 PK0015
 PK0015                          STATION RECOVERY (1994)
 PK0015
 PK0015'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0015'IN HARRISVILLE,  AT THE CORNER OF LAKE AND MAIN STREETS, 250 YARDS
 PK0015'WEST OF THE SHORE OF LAKE HURON, IN THE FACE OF THE SOUTHEAST CORNER
 PK0015'OF ALCONA COUNTY SAVINGS BANK, 1 FT.WEST OF THE SOUTHEAST CORNER OF
 PK0015'THE BUILDING, AND 4.2 FEET (1.3 M) ABOVE THE CONCRETE SIDEWALK.  A
 PK0015'STANDARD DISK, STAMPED H 82 1934 AND SET VERTICALLY. RECOVERED IN GOOD
 PK0015'CONDITION.  NEW DESCRIPTION FOLLOWS.  IN HARRISVILLE, AT THE NORTHWEST
 PK0015'CORNER OF MAIN AND LAKE STREETS, SET VERTICALLY IN THE SOUTH FACE AND
 PK0015'0.61 METER (2.00 FT) WEST OF THE EAST FACE OF THE ALCONA SAVINGS BANK
 PK0015'BUILDING.
 PK0015
 PK0015                          STATION RECOVERY (1996)
 PK0015
 PK0015'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0015'RECOVERED IN GOOD CONDITION.
 PK0015
 PK0015                          STATION RECOVERY (2005)
 PK0015
 PK0015'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 PK0015'RECOVERED IN GOOD CONDITION, BUT BANK IS NOW NAMED HURON COMMUNITY
 PK0015'BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0415 ***********************************************************************
 OJ0415  DESIGNATION -  H 84
 OJ0415  PID         -  OJ0415
 OJ0415  STATE/COUNTY-  MI/ARENAC
 OJ0415  USGS QUAD   -  PINCONNING (1973)
 OJ0415
 OJ0415                         *CURRENT SURVEY CONTROL
 OJ0415  ___________________________________________________________________
 OJ0415* NAD 83(1986)-  43 51 27.     (N)    083 57 57.     (W)     SCALED    
 OJ0415* NAVD 88     -       181.691  (meters)     596.10   (feet)  ADJUSTED  
 OJ0415  ___________________________________________________________________
 OJ0415  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0415  DYNAMIC HT  -         181.659 (meters)     595.99  (feet)  COMP
 OJ0415  MODELED GRAV-     980,437.6   (mgal)                       NAVD 88
 OJ0415
 OJ0415  VERT ORDER  -  SECOND    CLASS 0
 OJ0415
 OJ0415.The horizontal coordinates were scaled from a topographic map and have
 OJ0415.an estimated accuracy of +/- 6 seconds.
 OJ0415
 OJ0415.The orthometric height was determined by differential leveling
 OJ0415.and adjusted by the National Geodetic Survey in June 1991..
 OJ0415
 OJ0415.The geoid height was determined by GEOID03.
 OJ0415
 OJ0415.The dynamic height is computed by dividing the NAVD 88
 OJ0415.geopotential number by the normal gravity value computed on the
 OJ0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0415.degrees latitude (g = 980.6199 gals.).
 OJ0415
 OJ0415.The modeled gravity was interpolated from observed gravity values.
 OJ0415
 OJ0415;                    North         East    Units  Estimated Accuracy
 OJ0415;SPC MI C     -    60,180.    6,032,230.      MT  (+/- 180 meters Scaled)
 OJ0415
 OJ0415                          SUPERSEDED SURVEY CONTROL
 OJ0415
 OJ0415  NGVD 29 (??/??/92)  181.880  (m)          596.72   (f) ADJ UNCH    2 0
 OJ0415
 OJ0415.Superseded values are not recommended for survey control.
 OJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0415.See file dsdata.txt to determine how the superseded data were derived.
 OJ0415
 OJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ616603(NAD 83)
 OJ0415_MARKER: DB = BENCH MARK DISK
 OJ0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0415_STAMPING: H 84 1934
 OJ0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0415+STABILITY: SURFACE MOTION
 OJ0415
 OJ0415  HISTORY     - Date     Condition        Report By
 OJ0415  HISTORY     - 1934     MONUMENTED       CGS
 OJ0415  HISTORY     - 1942     GOOD             NGS
 OJ0415  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0415
 OJ0415                          STATION DESCRIPTION
 OJ0415
 OJ0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 OJ0415'AT PINCONNING.
 OJ0415'AT PINCONNING, BAY COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OJ0415'24.5 FEET EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT OF
 OJ0415'U.S. HIGHWAY 23, 43 FEET SOUTH OF THE SOUTH RAIL, 2 FEET NORTH
 OJ0415'OF A WIRE FENCE, AND ABOUT LEVEL WITH THE TOP OF RAIL.  A
 OJ0415'STANDARD DISK, STAMPED H 84 1934 AND ST IN THE TOP OF A CONCRETE
 OJ0415'POST.
 OJ0415
 OJ0415                          STATION RECOVERY (1983)
 OJ0415
 OJ0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0415'NOT RECOVERED, POSSIBLY DESTROYED WHEN HIGHWAY 23 WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0183 ***********************************************************************
 OK0183  DESIGNATION -  H 85
 OK0183  PID         -  OK0183
 OK0183  STATE/COUNTY-  MI/GRATIOT
 OK0183  USGS QUAD   -  ALMA NORTH (1973)
 OK0183
 OK0183                         *CURRENT SURVEY CONTROL
 OK0183  ___________________________________________________________________
 OK0183* NAD 83(1986)-  43 23 09.     (N)    084 44 43.     (W)     SCALED    
 OK0183* NAVD 88     -       235.168  (meters)     771.55   (feet)  ADJUSTED  
 OK0183  ___________________________________________________________________
 OK0183  GEOID HEIGHT-         -32.81  (meters)                     GEOID03
 OK0183  DYNAMIC HT  -         235.123 (meters)     771.40  (feet)  COMP
 OK0183  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 OK0183
 OK0183  VERT ORDER  -  SECOND    CLASS 0
 OK0183
 OK0183.The horizontal coordinates were scaled from a topographic map and have
 OK0183.an estimated accuracy of +/- 6 seconds.
 OK0183
 OK0183.The orthometric height was determined by differential leveling
 OK0183.and adjusted by the National Geodetic Survey in June 1991..
 OK0183
 OK0183.The geoid height was determined by GEOID03.
 OK0183
 OK0183.The dynamic height is computed by dividing the NAVD 88
 OK0183.geopotential number by the normal gravity value computed on the
 OK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0183.degrees latitude (g = 980.6199 gals.).
 OK0183
 OK0183.The modeled gravity was interpolated from observed gravity values.
 OK0183
 OK0183;                    North         East    Units  Estimated Accuracy
 OK0183;SPC MI S     -   209,550.    3,969,320.      MT  (+/- 180 meters Scaled)
 OK0183
 OK0183                          SUPERSEDED SURVEY CONTROL
 OK0183
 OK0183  NGVD 29 (??/??/92)  235.322  (m)          772.05   (f) ADJ UNCH    2 0
 OK0183
 OK0183.Superseded values are not recommended for survey control.
 OK0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0183.See file dsdata.txt to determine how the superseded data were derived.
 OK0183
 OK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP826061(NAD 83)
 OK0183_MARKER: DB = BENCH MARK DISK
 OK0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0183_STAMPING: H 85 1934
 OK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0183+STABILITY: SURFACE MOTION
 OK0183
 OK0183  HISTORY     - Date     Condition        Report By
 OK0183  HISTORY     - 1934     MONUMENTED       CGS
 OK0183  HISTORY     - 1963     MARK NOT FOUND   USGS
 OK0183  HISTORY     - 19920804 MARK NOT FOUND   USPSQD
 OK0183  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0183
 OK0183                          STATION DESCRIPTION
 OK0183
 OK0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0183'AT ELWELL.
 OK0183'AT ELWELL, GRATIOT COUNTY, 44 YARDS EAST OF THE EAST END OF
 OK0183'THE C AND O RY. STATION, 0.5 MILE WEST OF MILEPOST S 44, 11 YARDS
 OK0183'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, AND LEVEL WITH THE
 OK0183'RAIL.  A STANDARD DISK, STAMPED H 85 1934 AND SET IN THE TOP
 OK0183'OF A CONCRETE POST.
 OK0183
 OK0183                          STATION RECOVERY (1963)
 OK0183
 OK0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OK0183'MARK NOT FOUND.
 OK0183
 OK0183                          STATION RECOVERY (1992)
 OK0183
 OK0183'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0183'MARK NOT FOUND.
 OK0183
 OK0183                          STATION RECOVERY (2001)
 OK0183
 OK0183'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0096 ***********************************************************************
 OK0096  CBN         -  This is a Cooperative Base Network Control Station.
 OK0096  DESIGNATION -  H 86
 OK0096  PID         -  OK0096
 OK0096  STATE/COUNTY-  MI/SAGINAW
 OK0096  USGS QUAD   -  ST CHARLES (1975)
 OK0096
 OK0096                         *CURRENT SURVEY CONTROL
 OK0096  ___________________________________________________________________
 OK0096* NAD 83(1994)-  43 17 32.52337(N)    084 08 10.61654(W)     ADJUSTED  
 OK0096* NAVD 88     -       180.587  (meters)     592.48   (feet)  ADJUSTED  
 OK0096  ___________________________________________________________________
 OK0096  X           -     475,040.660 (meters)                     COMP
 OK0096  Y           -  -4,625,518.532 (meters)                     COMP
 OK0096  Z           -   4,351,300.766 (meters)                     COMP
 OK0096  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 OK0096  ELLIP HEIGHT-         146.87  (meters)          (06/11/02) GPS OBS
 OK0096  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 OK0096  DYNAMIC HT  -         180.550 (meters)     592.35  (feet)  COMP
 OK0096  MODELED GRAV-     980,410.5   (mgal)                       NAVD 88
 OK0096  OBS GRAVITY -     980,408.4   (mgal)                       GRAV_OBS
 OK0096
 OK0096  HORZ ORDER  -  B
 OK0096  VERT ORDER  -  SECOND    CLASS 0
 OK0096  ELLP ORDER  -  FOURTH    CLASS I
 OK0096
 OK0096.The horizontal coordinates were established by GPS observations
 OK0096.and adjusted by the National Geodetic Survey in September 1995..
 OK0096
 OK0096.The orthometric height was determined by differential leveling
 OK0096.and adjusted by the National Geodetic Survey in June 1991..
 OK0096
 OK0096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0096
 OK0096.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0096
 OK0096.The ellipsoidal height was determined by GPS observations
 OK0096.and is referenced to NAD 83.
 OK0096
 OK0096.The geoid height was determined by GEOID03.
 OK0096
 OK0096.The dynamic height is computed by dividing the NAVD 88
 OK0096.geopotential number by the normal gravity value computed on the
 OK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0096.degrees latitude (g = 980.6199 gals.).
 OK0096
 OK0096.The modeled gravity was interpolated from observed gravity values.
 OK0096.The observed gravity was obtained from relative gravimeter ties
 OK0096.to the IGSN71 gravity network.
 OK0096
 OK0096;                    North         East     Units Scale Factor Converg.
 OK0096;SPC MI S     -   199,120.234 4,018,695.151   MT  0.99993212   +0 09 24.4
 OK0096;SPC MI S     -   653,281.61 13,184,695.38   iFT  0.99993212   +0 09 24.4
 OK0096;UTM  16      - 4,797,265.334   732,313.055   MT  1.00026394   +1 57 52.5
 OK0096
 OK0096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0096!SPC MI S     -   0.99997697  x   0.99993212  =   0.99990909
 OK0096!UTM  16      -   0.99997697  x   1.00026394  =   1.00024090
 OK0096
 OK0096                          SUPERSEDED SURVEY CONTROL
 OK0096
 OK0096  ELLIP H (09/20/95)  146.89   (m)                       GP(       ) 1 2
 OK0096  NAVD 88 (09/20/95)  180.59   (m)          592.5    (f) LEVELING    3  
 OK0096  NGVD 29 (??/??/92)  180.765  (m)          593.06   (f) ADJ UNCH    2 0
 OK0096
 OK0096.Superseded values are not recommended for survey control.
 OK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0096.See file dsdata.txt to determine how the superseded data were derived.
 OK0096
 OK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3231397265(NAD 83)
 OK0096_MARKER: DB = BENCH MARK DISK
 OK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0096_STAMPING: H 86 1934
 OK0096_MARK LOGO: CGS   
 OK0096_PROJECTION: PROJECTING 30 CENTIMETERS
 OK0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0096+STABILITY: SURFACE MOTION
 OK0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0096+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 OK0096
 OK0096  HISTORY     - Date     Condition        Report By
 OK0096  HISTORY     - 1934     MONUMENTED       CGS
 OK0096  HISTORY     - 1966     GOOD             USGS
 OK0096  HISTORY     - 19940607 GOOD             USPSQD
 OK0096  HISTORY     - 19940804 GOOD             NGS
 OK0096  HISTORY     - 19940804 GOOD             NGS
 OK0096  HISTORY     - 20010426 GOOD             LOCSUR
 OK0096  HISTORY     - 20010808 GOOD             NGS
 OK0096  HISTORY     - 20011128 GOOD             NGS
 OK0096  HISTORY     - 20030211 GOOD             ADVGEO
 OK0096
 OK0096                          STATION DESCRIPTION
 OK0096
 OK0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0096'AT SAINT CHARLES.
 OK0096'AT SAINT CHARLES, SAGINAW COUNTY, 100 YARDS SOUTH OF THE MICHIGAN
 OK0096'CENTRAL RAILROAD STATION, AT A ROAD CROSSING, 36 FEET NORTH
 OK0096'OF THE CENTERLINE OF THE ROAD, 35 FEET EAST OF THE EAST RAIL
 OK0096'OF THE MAIN TRACK, 18.2 FEET NORTH OF A CROSSING SIGN, AND 6
 OK0096'INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0096'H 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0096
 OK0096                          STATION RECOVERY (1966)
 OK0096
 OK0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0096'RECOVERED IN GOOD CONDITION.
 OK0096
 OK0096                          STATION RECOVERY (1994)
 OK0096
 OK0096'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0096'RECOVERED IN GOOD CONDITION.
 OK0096
 OK0096                          STATION RECOVERY (1994)
 OK0096
 OK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RLR)
 OK0096'STATION IS LOCATED QUAD 430842.  IT IS IN THE CITY OF ST CHARLES, IN
 OK0096'THE SOUTHWEST 1/4 OF SECTION 5, T-10-N, R-3-E, ST CHARLES TOWNSHIP AND
 OK0096'ON THE ST CHARLES QUADRANGLE MAP.  PROPERTY OWNER IS MR. ANDREW GARNO
 OK0096'OR 11266 HULIEN STREET, ST CHARLES, MICHIGAN. TO REACH FROM THE
 OK0096'JUNCTION OF STATE HIGHWAY M-52 (BELLE STREET) AND SAGINAW STREET AT
 OK0096'THE STOPLIGHT IN ST CHARLES, WHERE HIGHWAY M-52 TURNS SHARP LEFT
 OK0096'HEADING NORTH OUT OF TOWN.  TURN RIGHT AND GO SOUTH ON SAGINAW STREET
 OK0096'(WHICH BECOMES CHESANING STREET AS IT GOES OUT OF TOWN) FOR 0.35 MILES
 OK0096'(0.56 KM) TO A CROSS STREET,.  TURN LEFT GOING EAST FOR ABOUT 0.05
 OK0096'MILE (0.08 KM) TO A RAILROAD CROSSING AND THE STATION ALONG THE EAST
 OK0096'SIDE OF THE RAILROAD TRACKS IN THE FRONT LAWN OF HOUSE NUMBER 11266
 OK0096'WHICH IS ON THE NORTH SIDE OF HULIEN STREET. STATION IS SET IN THE TOP
 OK0096'OF AN 8-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS ABOUT 12-INCHES,
 OK0096'NOT A ROUND MONUMENT AS PREVIOUSLY DESCRIBED IN THE OLD DESCRIPTION.
 OK0096'IT IS 36.0 FEET (11.0 M) NORTH OF THE CENTER OF HULIEN STREET, 35.0
 OK0096'FEET (10.7 M) EAST FROM THE EAST RAIL OF THE RAILROAD TRACK, 18.5 FEET
 OK0096'(5.6 M) NORTH FROM A CROSSING SIGN AND ABOUT 1-FOOT LOWER THAN THE
 OK0096'TRACK.
 OK0096
 OK0096                          STATION RECOVERY (1994)
 OK0096
 OK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0096'STATION IS LOCATED IN QUAD 430842.  IT IS IN THE CITY OF ST CHARLES,
 OK0096'IN THE SOUTHWEST 1/4 OF SECTION 5, T-10-N, R-3-E, ST CHARLES TOWNSHIP
 OK0096'AND ON THE ST CHARLES QUADRANGLE MAP.  PROPERTY OWNER IS MR.  ANDREW
 OK0096'GARNO OR 11266 HULIEN STREET, ST CHARLES, MICHIGAN.  TO REACH FROM THE
 OK0096'JUNCTION OF STATE HIGHWAY M-52 (BELLE STREET) AND SAGINAW STREET AT
 OK0096'THE STOPLIGHT IN ST CHARLES, WHERE HIGHWAY M-52 TURNS SHARP LEFT
 OK0096'HEADING NORTH OUT OF TOWN, TURN RIGHT AND GO SOUTH ON SAGINAW STREET
 OK0096'(WHICH BECOMES CHESANING STREET AS IT GOES OUT OF TOWN) FOR 0.35 MI
 OK0096'(0.56 KM) TO A CROSS STREET.  TURN LEFT GOING EAST FOR ABOUT 0.05 MI
 OK0096'(0.08 KM) TO A RAILROAD CROSSING AND THE STATION, ALONG THE EAST SIDE
 OK0096'OF THE RAILROAD TRACKS, IN THE FRONT LAWN OF HOUSE NUMBER 11266 WHICH
 OK0096'IS ON THE NORTH SIDE OF HULIEN STREET.  STATION PROJECTS ABOUT 1 FT
 OK0096'(0.3 M) ABOVE GROUND.  IT IS 36.0 FT (11.0 M) NORTH OF THE CENTER OF
 OK0096'HULIEN STREET, 35.0 FT (10.7 M) EAST FROM THE EAST RAIL OF THE
 OK0096'RAILROAD TRACK, 18.5 FT (5.6 M) NORTH FROM A CROSSING SIGN AND ABOUT 1
 OK0096'FT (0.3 M) LOWER THAN THE TRACK.  DESCRIBED BY RONALD L.  RAMSEY, NGS
 OK0096'GEODETIC ADVISOR - MICHIGAN.
 OK0096
 OK0096                          STATION RECOVERY (2001)
 OK0096
 OK0096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (DMW)
 OK0096'STATION WAS RECOVERED ON 04-03-2001 BY LOCAL SURVEY FIRM, SPICER
 OK0096'GROUP, (DMW) IN GOOD CONDITION.  STATION IS GOOD TO USE FOR G.P.S.
 OK0096' 
 OK0096'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OK0096'
 OK0096
 OK0096                          STATION RECOVERY (2001)
 OK0096
 OK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0096'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0096
 OK0096                          STATION RECOVERY (2001)
 OK0096
 OK0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0096'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OK0096
 OK0096                          STATION RECOVERY (2003)
 OK0096
 OK0096'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (WFS)
 OK0096'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0297 ***********************************************************************
 PL0297  DESIGNATION -  H 88
 PL0297  PID         -  PL0297
 PL0297  STATE/COUNTY-  MI/LEELANAU
 PL0297  USGS QUAD   -  
 PL0297
 PL0297                         *CURRENT SURVEY CONTROL
 PL0297  ___________________________________________________________________
 PL0297* NAD 83(1986)-  44 54 59.     (N)    085 49 51.     (W)     SCALED    
 PL0297* NAVD 88     -       186.109  (meters)     610.59   (feet)  ADJUSTED  
 PL0297  ___________________________________________________________________
 PL0297  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 PL0297  DYNAMIC HT  -         186.093 (meters)     610.54  (feet)  COMP
 PL0297  MODELED GRAV-     980,528.5   (mgal)                       NAVD 88
 PL0297
 PL0297  VERT ORDER  -  SECOND    CLASS 0
 PL0297
 PL0297.The horizontal coordinates were scaled from a topographic map and have
 PL0297.an estimated accuracy of +/- 6 seconds.
 PL0297
 PL0297.The orthometric height was determined by differential leveling
 PL0297.and adjusted by the National Geodetic Survey in June 1991..
 PL0297
 PL0297.The geoid height was determined by GEOID03.
 PL0297
 PL0297.The dynamic height is computed by dividing the NAVD 88
 PL0297.geopotential number by the normal gravity value computed on the
 PL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0297.degrees latitude (g = 980.6199 gals.).
 PL0297
 PL0297.The modeled gravity was interpolated from observed gravity values.
 PL0297
 PL0297;                    North         East    Units  Estimated Accuracy
 PL0297;SPC MI C     -   178,800.    5,884,400.      MT  (+/- 180 meters Scaled)
 PL0297
 PL0297                          SUPERSEDED SURVEY CONTROL
 PL0297
 PL0297  NGVD 29 (??/??/92)  186.211  (m)          610.93   (f) ADJ UNCH    2 0
 PL0297
 PL0297.Superseded values are not recommended for survey control.
 PL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0297.See file dsdata.txt to determine how the superseded data were derived.
 PL0297
 PL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ922743(NAD 83)
 PL0297_MARKER: DB = BENCH MARK DISK
 PL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0297_STAMPING: H 88 1934
 PL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0297+STABILITY: SURFACE MOTION
 PL0297
 PL0297  HISTORY     - Date     Condition        Report By
 PL0297  HISTORY     - 1934     MONUMENTED       CGS
 PL0297  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0297
 PL0297                          STATION DESCRIPTION
 PL0297
 PL0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0297'8.4 MI S FROM LELAND.
 PL0297'8.4 MILES SOUTH ALONG STATE HIGHWAY 22 FROM LELAND, 100 YARDS
 PL0297'EAST OF A SCHOOLHOUSE, 15 YARDS SOUTHEAST OF THE ENTRANCE TO
 PL0297'THE GROUNDS OF MRS. J.I. BRUCE IN 1934, 10 YARDS SOUTHEAST OF
 PL0297'THE CENTERLINE OF THE HIGHWAY, 14 YARDS EAST OF THE JUNCTION
 PL0297'OF A SMALL DIRT ROAD, AND 9 YARDS NORTHEAST OF THE NORTHEAST
 PL0297'HEADWALL OF A CONCRETE CULVERT UNDER THE DIRT ROAD.  A STANDARD
 PL0297'DISK, STAMPED H 88 1934 AND SET IN THE TOP OF A CONCRETE POST
 PL0297'PROJECTING 1 FOOT ABOVE GROUND.
 PL0297
 PL0297                          STATION RECOVERY (1979)
 PL0297
 PL0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0022 ***********************************************************************
 PM0022  DESIGNATION -  H 89
 PM0022  PID         -  PM0022
 PM0022  STATE/COUNTY-  MI/BENZIE
 PM0022  USGS QUAD   -  
 PM0022
 PM0022                         *CURRENT SURVEY CONTROL
 PM0022  ___________________________________________________________________
 PM0022* NAD 83(1986)-  44 37 40.     (N)    086 05 32.     (W)     SCALED    
 PM0022* NAVD 88     -       190.898  (meters)     626.30   (feet)  ADJUSTED  
 PM0022  ___________________________________________________________________
 PM0022  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PM0022  DYNAMIC HT  -         190.879 (meters)     626.24  (feet)  COMP
 PM0022  MODELED GRAV-     980,517.1   (mgal)                       NAVD 88
 PM0022
 PM0022  VERT ORDER  -  SECOND    CLASS 0
 PM0022
 PM0022.The horizontal coordinates were scaled from a topographic map and have
 PM0022.an estimated accuracy of +/- 6 seconds.
 PM0022
 PM0022.The orthometric height was determined by differential leveling
 PM0022.and adjusted by the National Geodetic Survey in June 1991..
 PM0022
 PM0022.The geoid height was determined by GEOID03.
 PM0022
 PM0022.The dynamic height is computed by dividing the NAVD 88
 PM0022.geopotential number by the normal gravity value computed on the
 PM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0022.degrees latitude (g = 980.6199 gals.).
 PM0022
 PM0022.The modeled gravity was interpolated from observed gravity values.
 PM0022
 PM0022;                    North         East    Units  Estimated Accuracy
 PM0022;SPC MI C     -   147,150.    5,863,090.      MT  (+/- 180 meters Scaled)
 PM0022
 PM0022                          SUPERSEDED SURVEY CONTROL
 PM0022
 PM0022  NGVD 29 (??/??/92)  190.998  (m)          626.63   (f) ADJ UNCH    2 0
 PM0022
 PM0022.Superseded values are not recommended for survey control.
 PM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0022.See file dsdata.txt to determine how the superseded data were derived.
 PM0022
 PM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ720420(NAD 83)
 PM0022_MARKER: DB = BENCH MARK DISK
 PM0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PM0022_SP_SET: PIER
 PM0022_STAMPING: H 89 1934
 PM0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0022
 PM0022  HISTORY     - Date     Condition        Report By
 PM0022  HISTORY     - 1934     MONUMENTED       CGS
 PM0022  HISTORY     - 1954     GOOD             NGS
 PM0022  HISTORY     - 19960816 GOOD             USPSQD
 PM0022
 PM0022                          STATION DESCRIPTION
 PM0022
 PM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PM0022'AT BEULAH.
 PM0022'AT BEULAH, BENZIE COUNTY, ON THE ANN ARBOR RAILROAD, 24 RAILS
 PM0022'SOUTH OF THE PASSENGER STATION, 15 RAILS SOUTH OF THE RAILROAD
 PM0022'FREIGHT HOUSE, 2-1/2 RAILS NORTH OF A SWITCH TARGET, AT THE
 PM0022'U.S. HIGHWAY 31 BRIDGE OVER THE TRACKS, IN THE CENTER OF THE
 PM0022'TOP OF THE SOUTH FOOTING OF THE WEST PIER, 6-1/2 YARDS WEST OF
 PM0022'THE WEST RAIL OF THE MAIN TRACK, AND 5-1/2 FEET ABOVE THE
 PM0022'GROUND.  A STANDARD DISK, STAMPED H 89 1934.
 PM0022
 PM0022                          STATION RECOVERY (1996)
 PM0022
 PM0022'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1365 ***********************************************************************
 MD1365  DESIGNATION -  H 9
 MD1365  PID         -  MD1365
 MD1365  STATE/COUNTY-  MI/ST JOSEPH
 MD1365  USGS QUAD   -  CONSTANTINE (1972)
 MD1365
 MD1365                         *CURRENT SURVEY CONTROL
 MD1365  ___________________________________________________________________
 MD1365* NAD 83(1986)-  41 47 40.     (N)    085 39 21.     (W)     SCALED    
 MD1365* NAVD 88     -       248.168  (meters)     814.20   (feet)  ADJUSTED  
 MD1365  ___________________________________________________________________
 MD1365  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1365  DYNAMIC HT  -         248.079 (meters)     813.91  (feet)  COMP
 MD1365  MODELED GRAV-     980,257.1   (mgal)                       NAVD 88
 MD1365
 MD1365  VERT ORDER  -  FIRST     CLASS II
 MD1365
 MD1365.The horizontal coordinates were scaled from a topographic map and have
 MD1365.an estimated accuracy of +/- 6 seconds.
 MD1365
 MD1365.The orthometric height was determined by differential leveling
 MD1365.and adjusted by the National Geodetic Survey in June 1991..
 MD1365
 MD1365.The geoid height was determined by GEOID03.
 MD1365
 MD1365.The dynamic height is computed by dividing the NAVD 88
 MD1365.geopotential number by the normal gravity value computed on the
 MD1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1365.degrees latitude (g = 980.6199 gals.).
 MD1365
 MD1365.The modeled gravity was interpolated from observed gravity values.
 MD1365
 MD1365;                    North         East    Units  Estimated Accuracy
 MD1365;SPC MI S     -    33,530.    3,892,840.      MT  (+/- 180 meters Scaled)
 MD1365
 MD1365                          SUPERSEDED SURVEY CONTROL
 MD1365
 MD1365  NGVD 29 (??/??/92)  248.304  (m)          814.64   (f) ADJ UNCH    1 2
 MD1365
 MD1365.Superseded values are not recommended for survey control.
 MD1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1365.See file dsdata.txt to determine how the superseded data were derived.
 MD1365
 MD1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM116278(NAD 83)
 MD1365_MARKER: DB = BENCH MARK DISK
 MD1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1365_STAMPING: ELEV 814.644 FT H 9 1916
 MD1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1365+STABILITY: SURFACE MOTION
 MD1365
 MD1365  HISTORY     - Date     Condition        Report By
 MD1365  HISTORY     - 1916     MONUMENTED       CGS
 MD1365  HISTORY     - 1934     GOOD             NGS
 MD1365  HISTORY     - 1959     MARK NOT FOUND   NGS
 MD1365  HISTORY     - 1976     GOOD             MIDH
 MD1365
 MD1365                          STATION DESCRIPTION
 MD1365
 MD1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD1365'0.4 MI W FROM WHITE PIGEON.
 MD1365'0.4 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1365'STATION AT WHITE PIGEON, ST. JOSEPH COUNTY, 22 YARDS WEST OF THE
 MD1365'WEST POINT OF A WYE, 13 FEET WEST OF THE CENTER OF THE CROSSING,
 MD1365'22.6 FEET NORTH OF THE NORTH RAIL, AND AT THE NORTH RIGHT-OF-WAY
 MD1365'FENCE.  A STANDARD DISK, STAMPED ELEV 814.644 FT H 9 1916 AND
 MD1365'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 MD1365'GROUND.
 MD1365
 MD1365                          STATION RECOVERY (1959)
 MD1365
 MD1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 MD1365'MARK NOT FOUND.
 MD1365
 MD1365                          STATION RECOVERY (1976)
 MD1365
 MD1365'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD1365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0277 ***********************************************************************
 PK0277  DESIGNATION -  H 9 MI 79
 PK0277  PID         -  PK0277
 PK0277  STATE/COUNTY-  MI/HURON
 PK0277  USGS QUAD   -  HURON CITY (1970)
 PK0277
 PK0277                         *CURRENT SURVEY CONTROL
 PK0277  ___________________________________________________________________
 PK0277* NAD 83(1994)-  44 01 22.20198(N)    082 47 35.54459(W)     ADJUSTED  
 PK0277* NAVD 88     -       201.2    (meters)     660.     (feet)  VERTCON   
 PK0277  ___________________________________________________________________
 PK0277  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 PK0277  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0277
 PK0277  HORZ ORDER  -  SECOND
 PK0277
 PK0277.The horizontal coordinates were established by classical geodetic methods
 PK0277.and adjusted by the National Geodetic Survey in February 1997..
 PK0277
 PK0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0277
 PK0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0277
 PK0277.The geoid height was determined by GEOID03.
 PK0277
 PK0277;                    North         East     Units Scale Factor Converg.
 PK0277;SPC MI S     -   281,432.808 4,126,158.666   MT  1.00010461   +1 04 14.8
 PK0277;SPC MI S     -   923,335.98 13,537,265.96   iFT  1.00010461   +1 04 14.8
 PK0277;UTM  17      - 4,875,972.107   356,285.547   MT  0.99985403   -1 14 47.0
 PK0277
 PK0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0277!SPC MI S     -   0.99997397  x   1.00010461  =   1.00007858
 PK0277!UTM  17      -   0.99997397  x   0.99985403  =   0.99982800
 PK0277
 PK0277|---------------------------------------------------------------------|
 PK0277| PID    Reference Object                     Distance      Geod. Az  |
 PK0277|                                                           dddmmss.s |
 PK0277| PK0274 H 8 MI 79                           115.485 METERS 17641     |
 PK0277| PK0273 H 8 MI 79 PTA                       138.302 METERS 17641     |
 PK0277| PK0281 BARQUES                             115.342 METERS 17701     |
 PK0277| PK0275 H 6 MI 79                           APPROX. 2.1 KM 3020517.2 |
 PK0277|---------------------------------------------------------------------|
 PK0277
 PK0277                          SUPERSEDED SURVEY CONTROL
 PK0277
 PK0277  NAD 83(1986)-  44 01 22.18732(N)    082 47 35.56541(W) AD(       ) 2
 PK0277  NAD 27      -  44 01 22.15578(N)    082 47 35.78732(W) AD(       ) 2
 PK0277  NGVD 29 (07/19/86)  201.3    (m)          660.     (f) VERT ANG       
 PK0277
 PK0277.Superseded values are not recommended for survey control.
 PK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0277.See file dsdata.txt to determine how the superseded data were derived.
 PK0277
 PK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5628675972(NAD 83)
 PK0277_MARKER: Z = SEE DESCRIPTION
 PK0277_SETTING: 0 = UNSPECIFIED SETTING
 PK0277_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0277
 PK0277  HISTORY     - Date     Condition        Report By
 PK0277  HISTORY     - 1979     MONUMENTED       NOS
 PK0277  HISTORY     - 1980     GOOD             NOS
 PK0277
 PK0277                          STATION DESCRIPTION
 PK0277
 PK0277'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0277'THE STATION IS LOCATED ABOUT 11 MILES EAST OF PORT AUSTIN ON THE
 PK0277'WALKWAY AT THE TOP OF THE LIGHTHOUSE AT LIGHTHOUSE COUNTY PARK.
 PK0277'
 PK0277'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 25 AND 53 IN
 PK0277'PORT AUSTIN, GO 11.05 MILES EAST ON HIGHWAY 25 TO LIGHTHOUSE ROAD,
 PK0277'TURN LEFT ON LIGHTHOUSE ROAD AND GO NORTHERLY FOR 1.0 MILE TO THE
 PK0277'LIGHTHOUSE AND THE STATION.
 PK0277'
 PK0277'THE STATION IS A 2 INCH ALUMINUM WASHER EPOXIED TO THE
 PK0277'CONCRETE WALKWAY AT THE TOP OF THE LIGHTHOUSE.  A CHISELED
 PK0277'TRIANGLE IS AROUND THE WASHER.  IT IS 3.07 FEET SOUTH OF THE
 PK0277'SOUTH EDGE OF THE DOOR LEADING FROM THE TOP OF THE LIGHTHOUSE TO
 PK0277'THE WALKWAY.
 PK0277'
 PK0277'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 PK0277'
 PK0277'DESCRIBED BY J.D.S.
 PK0277
 PK0277                          STATION RECOVERY (1980)
 PK0277
 PK0277'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 PK0277'THE STATION WAS RECOVERED AS DESCRIBED IN 1979 DESCRIPTION.
 PK0277'
 PK0277'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.42 METERS.
 PK0277'
 PK0277'RECOVERED BY T KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0029 ***********************************************************************
 OJ0029  DESIGNATION -  H 9 USLS
 OJ0029  PID         -  OJ0029
 OJ0029  STATE/COUNTY-  MI/ST CLAIR
 OJ0029  USGS QUAD   -  LAKEPORT (1976)
 OJ0029
 OJ0029                         *CURRENT SURVEY CONTROL
 OJ0029  ___________________________________________________________________
 OJ0029* NAD 83(1986)-  43 06 49.     (N)    082 29 46.     (W)     SCALED    
 OJ0029* NAVD 88     -       184.714  (meters)     606.02   (feet)  ADJUSTED  
 OJ0029  ___________________________________________________________________
 OJ0029  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0029  DYNAMIC HT  -         184.671 (meters)     605.87  (feet)  COMP
 OJ0029  MODELED GRAV-     980,384.8   (mgal)                       NAVD 88
 OJ0029
 OJ0029  VERT ORDER  -  FIRST     CLASS 0
 OJ0029
 OJ0029.The horizontal coordinates were scaled from a topographic map and have
 OJ0029.an estimated accuracy of +/- 6 seconds.
 OJ0029
 OJ0029.The orthometric height was determined by differential leveling
 OJ0029.and adjusted by the National Geodetic Survey in June 1991..
 OJ0029
 OJ0029.The geoid height was determined by GEOID03.
 OJ0029
 OJ0029.The dynamic height is computed by dividing the NAVD 88
 OJ0029.geopotential number by the normal gravity value computed on the
 OJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0029.degrees latitude (g = 980.6199 gals.).
 OJ0029
 OJ0029.The modeled gravity was interpolated from observed gravity values.
 OJ0029
 OJ0029;                    North         East    Units  Estimated Accuracy
 OJ0029;SPC MI S     -   180,930.    4,152,220.      MT  (+/- 180 meters Scaled)
 OJ0029
 OJ0029                          SUPERSEDED SURVEY CONTROL
 OJ0029
 OJ0029  NGVD 29 (??/??/??)  184.841  (m)          606.43   (f) ADJUSTED    1 0
 OJ0029
 OJ0029.Superseded values are not recommended for survey control.
 OJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0029.See file dsdata.txt to determine how the superseded data were derived.
 OJ0029
 OJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH782745(NAD 83)
 OJ0029_MARKER: DD = SURVEY DISK
 OJ0029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0029_SP_SET: BUILDING
 OJ0029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0029
 OJ0029  HISTORY     - Date     Condition        Report By
 OJ0029  HISTORY     - 1937     MONUMENTED       USLS
 OJ0029  HISTORY     - 1970     GOOD             USLS
 OJ0029  HISTORY     - 1980     GOOD             NGS
 OJ0029  HISTORY     - 19990703 GOOD             USPSQD
 OJ0029  HISTORY     - 20040418 GOOD             USPSQD
 OJ0029
 OJ0029                          STATION DESCRIPTION
 OJ0029
 OJ0029'DESCRIBED BY US LAKE SURVEY 1970
 OJ0029'AT LAKEPORT.
 OJ0029'H 9 IS AT LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, 0.2 MILES WEST
 OJ0029'OF HIGHWAY U.S. 25, ON THE SOUTH SIDE OF FRANKLIN STREET BETWEEN
 OJ0029'SIXTH AND SEVENTH STREETS, ON THE NORTH FACE OF DISTRICT NO. 3
 OJ0029'SCHOOL, 1.5 FEET EAST OF NORTHWEST CORNER, IN UPPER LEFT CORNER
 OJ0029'OF CORNERSTONE, 2 FEET ABOVE THE GROUND, BEING HORIZONTAL
 OJ0029'LINE OF CROSS ON BRONZE DISC SET INTO THE LIMESTONE CORNERSTONE.
 OJ0029'BM H-9-1937
 OJ0029
 OJ0029                          STATION RECOVERY (1980)
 OJ0029
 OJ0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0029'IN LAKEPORT, 0.25 KILOMETER (0.15 MILE) WEST ALONG FRANKLIN STREET FRO
 OJ0029'THE JUNCTION OF FRANKLIN STREET AND HIGHWAY 25, SET VERTICALLY AT
 OJ0029'THE NORTHWEST CORNER OF THE LAKEPORT ELEMENTARY SCHOOL DISTRICT
 OJ0029'NUMBER 3, AND 0.46 METERS (1.5 FEET) EAST OF THE NORTHWEST CORNER
 OJ0029'AND IN THE TOP LEFT CORNER OF A CORNER STONE DATED 1929.
 OJ0029'THE MARK IS 0.58 M ABOVE GROUND.
 OJ0029
 OJ0029                          STATION RECOVERY (1999)
 OJ0029
 OJ0029'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0029'RECOVERED IN GOOD CONDITION.
 OJ0029
 OJ0029                          STATION RECOVERY (2004)
 OJ0029
 OJ0029'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0127 ***********************************************************************
 PL0127  DESIGNATION -  H 90
 PL0127  PID         -  PL0127
 PL0127  STATE/COUNTY-  MI/ROSCOMMON
 PL0127  USGS QUAD   -  
 PL0127
 PL0127                         *CURRENT SURVEY CONTROL
 PL0127  ___________________________________________________________________
 PL0127* NAD 83(1986)-  44 18 20.     (N)    084 46 23.     (W)     SCALED    
 PL0127* NAVD 88     -       349.138  (meters)    1145.46   (feet)  ADJUSTED  
 PL0127  ___________________________________________________________________
 PL0127  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 PL0127  DYNAMIC HT  -         349.081 (meters)    1145.28  (feet)  COMP
 PL0127  MODELED GRAV-     980,447.1   (mgal)                       NAVD 88
 PL0127
 PL0127  VERT ORDER  -  SECOND    CLASS 0
 PL0127
 PL0127.The horizontal coordinates were scaled from a topographic map and have
 PL0127.an estimated accuracy of +/- 6 seconds.
 PL0127
 PL0127.The orthometric height was determined by differential leveling
 PL0127.and adjusted by the National Geodetic Survey in June 1991..
 PL0127
 PL0127.The geoid height was determined by GEOID03.
 PL0127
 PL0127.The dynamic height is computed by dividing the NAVD 88
 PL0127.geopotential number by the normal gravity value computed on the
 PL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0127.degrees latitude (g = 980.6199 gals.).
 PL0127
 PL0127.The modeled gravity was interpolated from observed gravity values.
 PL0127
 PL0127;                    North         East    Units  Estimated Accuracy
 PL0127;SPC MI C     -   109,970.    5,967,570.      MT  (+/- 180 meters Scaled)
 PL0127
 PL0127                          SUPERSEDED SURVEY CONTROL
 PL0127
 PL0127  NGVD 29 (??/??/92)  349.260  (m)         1145.86   (f) ADJ UNCH    2 0
 PL0127
 PL0127.Superseded values are not recommended for survey control.
 PL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0127.See file dsdata.txt to determine how the superseded data were derived.
 PL0127
 PL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ776082(NAD 83)
 PL0127_MARKER: DB = BENCH MARK DISK
 PL0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0127_STAMPING: H 90 1934
 PL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0127+STABILITY: SURFACE MOTION
 PL0127
 PL0127  HISTORY     - Date     Condition        Report By
 PL0127  HISTORY     - 1934     MONUMENTED       CGS
 PL0127  HISTORY     - 1935     GOOD             NGS
 PL0127  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0127
 PL0127                          STATION DESCRIPTION
 PL0127
 PL0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 PL0127'1 MI W FROM HOUGHTON LAKE.
 PL0127'1.0 MILE WEST ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0127'HOUGHTON LAKE, ROSCOMMON COUNTY, AT THE JUNCTION OF STATE HIGHWAY
 PL0127'55, AT THE EAST END OF A TRIANGLE FORMED BY THE JUNCTION, 34.2
 PL0127'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 27, 25.3 FEET SOUTH
 PL0127'OF THE CENTERLINE OF STATE HIGHWAY 55, AND LEVEL WITH THE ROADWAY.
 PL0127'A STANDARD DISK, STAMPED H 90 1934 AND SET IN THE TOP OF A
 PL0127'CONCRETE POST.
 PL0127
 PL0127                          STATION RECOVERY (1979)
 PL0127
 PL0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0114 ***********************************************************************
 PL0114  DESIGNATION -  H 91
 PL0114  PID         -  PL0114
 PL0114  STATE/COUNTY-  MI/CLARE
 PL0114  USGS QUAD   -  
 PL0114
 PL0114                         *CURRENT SURVEY CONTROL
 PL0114  ___________________________________________________________________
 PL0114* NAD 83(1986)-  44 05 47.     (N)    084 47 19.     (W)     SCALED    
 PL0114* NAVD 88     -       368.670  (meters)    1209.54   (feet)  ADJUSTED  
 PL0114  ___________________________________________________________________
 PL0114  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 PL0114  DYNAMIC HT  -         368.605 (meters)    1209.33  (feet)  COMP
 PL0114  MODELED GRAV-     980,431.9   (mgal)                       NAVD 88
 PL0114
 PL0114  VERT ORDER  -  SECOND    CLASS 0
 PL0114
 PL0114.The horizontal coordinates were scaled from a topographic map and have
 PL0114.an estimated accuracy of +/- 6 seconds.
 PL0114
 PL0114.The orthometric height was determined by differential leveling
 PL0114.and adjusted by the National Geodetic Survey in June 1991..
 PL0114
 PL0114.The geoid height was determined by GEOID03.
 PL0114
 PL0114.The dynamic height is computed by dividing the NAVD 88
 PL0114.geopotential number by the normal gravity value computed on the
 PL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0114.degrees latitude (g = 980.6199 gals.).
 PL0114
 PL0114.The modeled gravity was interpolated from observed gravity values.
 PL0114
 PL0114;                    North         East    Units  Estimated Accuracy
 PL0114;SPC MI C     -    86,730.    5,966,210.      MT  (+/- 180 meters Scaled)
 PL0114
 PL0114                          SUPERSEDED SURVEY CONTROL
 PL0114
 PL0114  NGVD 29 (??/??/92)  368.792  (m)         1209.95   (f) ADJ UNCH    2 0
 PL0114
 PL0114.Superseded values are not recommended for survey control.
 PL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0114.See file dsdata.txt to determine how the superseded data were derived.
 PL0114
 PL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP770849(NAD 83)
 PL0114_MARKER: DB = BENCH MARK DISK
 PL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0114_STAMPING: H 91 1934
 PL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0114+STABILITY: SURFACE MOTION
 PL0114
 PL0114  HISTORY     - Date     Condition        Report By
 PL0114  HISTORY     - 1934     MONUMENTED       CGS
 PL0114  HISTORY     - 1976     MARK NOT FOUND   NGS
 PL0114  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0114
 PL0114                          STATION DESCRIPTION
 PL0114
 PL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0114'0.5 MI S FROM LONG LAKE.
 PL0114'0.5 MILE SOUTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0114'LONG LAKE, CLARE COUNTY, AT THE EDGE OF A WOODS, 43.5 FEET WEST
 PL0114'OF THE CENTERLINE OF THE HIGHWAY, AND 6 INCHES HIGHER THAN THE
 PL0114'HIGHWAY.  A STANDARD DISK, STAMPED H 91 1934 AND SET IN THE
 PL0114'TOP OF A CONCRETE POST.
 PL0114
 PL0114                          STATION RECOVERY (1976)
 PL0114
 PL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0114'MARK NOT FOUND.
 PL0114
 PL0114                          STATION RECOVERY (2001)
 PL0114
 PL0114'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0043 ***********************************************************************
 OK0043  DESIGNATION -  H 93
 OK0043  PID         -  OK0043
 OK0043  STATE/COUNTY-  MI/GLADWIN
 OK0043  USGS QUAD   -  COLEMAN NE (1985)
 OK0043
 OK0043                         *CURRENT SURVEY CONTROL
 OK0043  ___________________________________________________________________
 OK0043* NAD 83(1986)-  43 58 49.     (N)    084 30 17.     (W)     SCALED    
 OK0043* NAVD 88     -       251.661  (meters)     825.66   (feet)  ADJUSTED  
 OK0043  ___________________________________________________________________
 OK0043  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OK0043  DYNAMIC HT  -         251.617 (meters)     825.51  (feet)  COMP
 OK0043  MODELED GRAV-     980,441.3   (mgal)                       NAVD 88
 OK0043
 OK0043  VERT ORDER  -  SECOND    CLASS 0
 OK0043
 OK0043.The horizontal coordinates were scaled from a topographic map and have
 OK0043.an estimated accuracy of +/- 6 seconds.
 OK0043
 OK0043.The orthometric height was determined by differential leveling
 OK0043.and adjusted by the National Geodetic Survey in June 1991..
 OK0043
 OK0043.The geoid height was determined by GEOID03.
 OK0043
 OK0043.The dynamic height is computed by dividing the NAVD 88
 OK0043.geopotential number by the normal gravity value computed on the
 OK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0043.degrees latitude (g = 980.6199 gals.).
 OK0043
 OK0043.The modeled gravity was interpolated from observed gravity values.
 OK0043
 OK0043;                    North         East    Units  Estimated Accuracy
 OK0043;SPC MI C     -    73,750.    5,988,920.      MT  (+/- 180 meters Scaled)
 OK0043
 OK0043                          SUPERSEDED SURVEY CONTROL
 OK0043
 OK0043  NGVD 29 (??/??/92)  251.815  (m)          826.16   (f) ADJ UNCH    2 0
 OK0043
 OK0043.Superseded values are not recommended for survey control.
 OK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0043.See file dsdata.txt to determine how the superseded data were derived.
 OK0043
 OK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP001727(NAD 83)
 OK0043_MARKER: DB = BENCH MARK DISK
 OK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0043_STAMPING: H 93 1934
 OK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0043+STABILITY: SURFACE MOTION
 OK0043
 OK0043  HISTORY     - Date     Condition        Report By
 OK0043  HISTORY     - 1934     MONUMENTED       CGS
 OK0043  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0043
 OK0043                          STATION DESCRIPTION
 OK0043
 OK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0043'AT GLADWIN.
 OK0043'AT THE WESTERN EDGE OF GLADWIN, GLADWIN COUNTY, 1 MILE WEST ALONG
 OK0043'STATE HIGHWAY 18 FROM THE POST OFFICE, 100 YARDS WEST OF THE
 OK0043'CITY LIMITS, IN THE NORTHWEST CORNER OF THE TRIANGLE OF THE
 OK0043'INTERSECTION OF A COUNTY ROAD, 95 FEET SOUTH OF THE D.M. PAXTON
 OK0043'SERVICE STATION, 57 FEET NORTHWEST OF THE CENTERLINE OF THE
 OK0043'HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND LEVEL
 OK0043'WITH THE ROADWAY.  A STANDARD DISK, STAMPED H 93 1934 AND SET
 OK0043'IN THE TOP OF A CONCRETE POST.
 OK0043
 OK0043                          STATION RECOVERY (1998)
 OK0043
 OK0043'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0043'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0449 ***********************************************************************
 OK0449  DESIGNATION -  H 95
 OK0449  PID         -  OK0449
 OK0449  STATE/COUNTY-  MI/NEWAYGO
 OK0449  USGS QUAD   -  WOODLAND PARK (1985)
 OK0449
 OK0449                         *CURRENT SURVEY CONTROL
 OK0449  ___________________________________________________________________
 OK0449* NAD 83(1986)-  43 41 05.     (N)    085 48 56.     (W)     SCALED    
 OK0449* NAVD 88     -       295.090  (meters)     968.14   (feet)  ADJUSTED  
 OK0449  ___________________________________________________________________
 OK0449  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OK0449  DYNAMIC HT  -         295.033 (meters)     967.95  (feet)  COMP
 OK0449  MODELED GRAV-     980,417.9   (mgal)                       NAVD 88
 OK0449
 OK0449  VERT ORDER  -  SECOND    CLASS 0
 OK0449
 OK0449.The horizontal coordinates were scaled from a topographic map and have
 OK0449.an estimated accuracy of +/- 6 seconds.
 OK0449
 OK0449.The orthometric height was determined by differential leveling
 OK0449.and adjusted by the National Geodetic Survey in June 1991..
 OK0449
 OK0449.The geoid height was determined by GEOID03.
 OK0449
 OK0449.The dynamic height is computed by dividing the NAVD 88
 OK0449.geopotential number by the normal gravity value computed on the
 OK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0449.degrees latitude (g = 980.6199 gals.).
 OK0449
 OK0449.The modeled gravity was interpolated from observed gravity values.
 OK0449
 OK0449;                    North         East    Units  Estimated Accuracy
 OK0449;SPC MI S     -   243,690.    3,883,180.      MT  (+/- 180 meters Scaled)
 OK0449
 OK0449                          SUPERSEDED SURVEY CONTROL
 OK0449
 OK0449  NGVD 29 (??/??/92)  295.191  (m)          968.47   (f) ADJ UNCH    2 0
 OK0449
 OK0449.Superseded values are not recommended for survey control.
 OK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0449.See file dsdata.txt to determine how the superseded data were derived.
 OK0449
 OK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP954375(NAD 83)
 OK0449_MARKER: DB = BENCH MARK DISK
 OK0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0449_STAMPING: H 95 1934
 OK0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0449+STABILITY: SURFACE MOTION
 OK0449
 OK0449  HISTORY     - Date     Condition        Report By
 OK0449  HISTORY     - 1934     MONUMENTED       CGS
 OK0449  HISTORY     - 1946     GOOD             NGS
 OK0449  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 OK0449
 OK0449                          STATION DESCRIPTION
 OK0449
 OK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 OK0449'5.2 MI S FROM BITELY.
 OK0449'5.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0449'STATION AT BITELY, NEWAYGO COUNTY,120 FEET SOUTH OF THE STATION
 OK0449'AT BROHMAN, 330 FEET NORTH OF A GRAVEL-ROAD CROSSING, 63.5
 OK0449'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 37, 25.6 FEET
 OK0449'EAST OF THE EAST RAIL, AND ABOUT 2 FEET HIGHER THAN THE TOP
 OK0449'OF THE RAIL.  A STANDARD DISK, STAMPED H 95 1934 AND SET IN THE
 OK0449'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OK0449
 OK0449                          STATION RECOVERY (1984)
 OK0449
 OK0449'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0392 ***********************************************************************
 OK0392  DESIGNATION -  H 97
 OK0392  PID         -  OK0392
 OK0392  STATE/COUNTY-  MI/KENT
 OK0392  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0392
 OK0392                         *CURRENT SURVEY CONTROL
 OK0392  ___________________________________________________________________
 OK0392* NAD 83(1986)-  43 02 26.     (N)    085 40 18.     (W)     SCALED    
 OK0392* NAVD 88     -       199.918  (meters)     655.90   (feet)  ADJUSTED  
 OK0392  ___________________________________________________________________
 OK0392  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0392  DYNAMIC HT  -         199.868 (meters)     655.73  (feet)  COMP
 OK0392  MODELED GRAV-     980,364.0   (mgal)                       NAVD 88
 OK0392
 OK0392  VERT ORDER  -  SECOND    CLASS 0
 OK0392
 OK0392.The horizontal coordinates were scaled from a topographic map and have
 OK0392.an estimated accuracy of +/- 6 seconds.
 OK0392
 OK0392.The orthometric height was determined by differential leveling
 OK0392.and adjusted by the National Geodetic Survey in June 1991..
 OK0392
 OK0392.The geoid height was determined by GEOID03.
 OK0392
 OK0392.The dynamic height is computed by dividing the NAVD 88
 OK0392.geopotential number by the normal gravity value computed on the
 OK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0392.degrees latitude (g = 980.6199 gals.).
 OK0392
 OK0392.The modeled gravity was interpolated from observed gravity values.
 OK0392
 OK0392;                    North         East    Units  Estimated Accuracy
 OK0392;SPC MI S     -   171,950.    3,893,670.      MT  (+/- 180 meters Scaled)
 OK0392
 OK0392                          SUPERSEDED SURVEY CONTROL
 OK0392
 OK0392  NGVD 29 (??/??/92)  200.055  (m)          656.35   (f) ADJ UNCH    2 0
 OK0392
 OK0392.Superseded values are not recommended for survey control.
 OK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0392.See file dsdata.txt to determine how the superseded data were derived.
 OK0392
 OK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN082661(NAD 83)
 OK0392_MARKER: DB = BENCH MARK DISK
 OK0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0392_STAMPING: H 97 1934
 OK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0392+STABILITY: SURFACE MOTION
 OK0392
 OK0392  HISTORY     - Date     Condition        Report By
 OK0392  HISTORY     - 1934     MONUMENTED       CGS
 OK0392  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OK0392
 OK0392                          STATION DESCRIPTION
 OK0392
 OK0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0392'0.7 MI N FROM COMSTOCK PARK.
 OK0392'0.7 MILE NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OK0392'THE STATION AT COMSTOCK PARK, KENT COUNTY, AT A ROAD CROSSING,
 OK0392'21 FEET FROM THE CENTERLINE OF THE ROAD, 21 FEET EAST OF THE
 OK0392'EAST RAIL, AT THE CROSSING OF A ROW OF POWER-TRANSMISSION LINE
 OK0392'POLES, 5 FEET WEST OF A WOODEN POWER-TRANSMISSION LINE POLE,
 OK0392'AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0392'STAMPED H 97 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0392'PROJECTING 10 INCHES ABOVE GROUND.
 OK0392
 OK0392                          STATION RECOVERY (1983)
 OK0392
 OK0392'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0698 ***********************************************************************
 NF0698  DESIGNATION -  H 98
 NF0698  PID         -  NF0698
 NF0698  STATE/COUNTY-  MI/ALLEGAN
 NF0698  USGS QUAD   -  MARTIN (1982)
 NF0698
 NF0698                         *CURRENT SURVEY CONTROL
 NF0698  ___________________________________________________________________
 NF0698* NAD 83(1986)-  42 30 30.     (N)    085 37 37.     (W)     SCALED    
 NF0698* NAVD 88     -       247.397  (meters)     811.67   (feet)  ADJUSTED  
 NF0698  ___________________________________________________________________
 NF0698  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 NF0698  DYNAMIC HT  -         247.325 (meters)     811.43  (feet)  COMP
 NF0698  MODELED GRAV-     980,326.4   (mgal)                       NAVD 88
 NF0698
 NF0698  VERT ORDER  -  SECOND    CLASS 0
 NF0698
 NF0698.The horizontal coordinates were scaled from a topographic map and have
 NF0698.an estimated accuracy of +/- 6 seconds.
 NF0698
 NF0698.The orthometric height was determined by differential leveling
 NF0698.and adjusted by the National Geodetic Survey in June 1991..
 NF0698
 NF0698.The geoid height was determined by GEOID03.
 NF0698
 NF0698.The dynamic height is computed by dividing the NAVD 88
 NF0698.geopotential number by the normal gravity value computed on the
 NF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0698.degrees latitude (g = 980.6199 gals.).
 NF0698
 NF0698.The modeled gravity was interpolated from observed gravity values.
 NF0698
 NF0698;                    North         East    Units  Estimated Accuracy
 NF0698;SPC MI S     -   112,780.    3,896,430.      MT  (+/- 180 meters Scaled)
 NF0698
 NF0698                          SUPERSEDED SURVEY CONTROL
 NF0698
 NF0698  NGVD 29 (??/??/92)  247.524  (m)          812.09   (f) ADJ UNCH    2 0
 NF0698
 NF0698.Superseded values are not recommended for survey control.
 NF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0698.See file dsdata.txt to determine how the superseded data were derived.
 NF0698
 NF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN128071(NAD 83)
 NF0698_MARKER: DB = BENCH MARK DISK
 NF0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0698_STAMPING: 812.115 H 98 1934
 NF0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0698+STABILITY: SURFACE MOTION
 NF0698
 NF0698  HISTORY     - Date     Condition        Report By
 NF0698  HISTORY     - 1934     MONUMENTED       CGS
 NF0698  HISTORY     - 1940     GOOD             NGS
 NF0698  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NF0698
 NF0698                          STATION DESCRIPTION
 NF0698
 NF0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0698'1.9 MI S FROM MARTIN.
 NF0698'1.9 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0698'AT MARTIN, ALLEGAN COUNTY, 200 YARDS EAST OF A WOODS, AT A DIRT-ROAD
 NF0698'CROSSING, 36 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 28 FEET EAST
 NF0698'OF THE EAST RAIL, 3 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE,
 NF0698'AND 6 INCHES LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NF0698'STAMPED 812.115 H 98 1934 AND SET IN THE TOP OF A CONCRETE POST
 NF0698'PROJECTING 10 INCHES ABOVE GROUND.
 NF0698
 NF0698                          STATION RECOVERY (1983)
 NF0698
 NF0698'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0504 ***********************************************************************
 QK0504  DESIGNATION -  H MI 78 9
 QK0504  PID         -  QK0504
 QK0504  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0504  USGS QUAD   -  MILLERSBURG (1986)
 QK0504
 QK0504                         *CURRENT SURVEY CONTROL
 QK0504  ___________________________________________________________________
 QK0504* NAD 83(1986)-  45 31 26.     (N)    084 07 21.     (W)     SCALED    
 QK0504* NAVD 88     -       178.829  (meters)     586.71   (feet)  ADJUSTED  
 QK0504  ___________________________________________________________________
 QK0504  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 QK0504  DYNAMIC HT  -         178.824 (meters)     586.69  (feet)  COMP
 QK0504  MODELED GRAV-     980,584.4   (mgal)                       NAVD 88
 QK0504
 QK0504  VERT ORDER  -  FIRST     CLASS II
 QK0504
 QK0504.The horizontal coordinates were scaled from a topographic map and have
 QK0504.an estimated accuracy of +/- 6 seconds.
 QK0504
 QK0504.The orthometric height was determined by differential leveling
 QK0504.and adjusted by the National Geodetic Survey in June 1991..
 QK0504
 QK0504.The geoid height was determined by GEOID03.
 QK0504
 QK0504.The dynamic height is computed by dividing the NAVD 88
 QK0504.geopotential number by the normal gravity value computed on the
 QK0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0504.degrees latitude (g = 980.6199 gals.).
 QK0504
 QK0504.The modeled gravity was interpolated from observed gravity values.
 QK0504
 QK0504;                    North         East    Units  Estimated Accuracy
 QK0504;SPC MI C     -   245,300.    6,019,080.      MT  (+/- 180 meters Scaled)
 QK0504
 QK0504                          SUPERSEDED SURVEY CONTROL
 QK0504
 QK0504.No superseded survey control is available for this station.
 QK0504
 QK0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR247451(NAD 83)
 QK0504_MARKER: DD = SURVEY DISK
 QK0504_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QK0504_SP_SET: SHALLOW-SET PIPE
 QK0504_STAMPING: H-MI-78 9 1978
 QK0504_MARK LOGO: NOS   
 QK0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0504+STABILITY: SURFACE MOTION
 QK0504
 QK0504  HISTORY     - Date     Condition        Report By
 QK0504  HISTORY     - 1978     MONUMENTED       NOS
 QK0504  HISTORY     - 1983     GOOD             NGS
 QK0504  HISTORY     - 19990830 GOOD             USPSQD
 QK0504
 QK0504                          STATION DESCRIPTION
 QK0504
 QK0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0504'29.8 KM (18.55 MI) NW FROM ROGERS CITY.
 QK0504'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0504'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 27.8 KM (17.3 MI)
 QK0504'NORTHWEST ALONG HIGHWAY 23 AT A GRAVEL SIDE ROAD LEADING
 QK0504'EAST-NORTHEAST, THENCE 0.2 KM (0.15 MI) EAST-NORTHEAST ALONG THE
 QK0504'GRAVEL ROAD PASSING ON THE SOUTHEAST SIDE OF THE GOLDEN BEACH MANOR
 QK0504'SENIOR RESIDENCE TO THE SHORE LINE, IS A PRECAST NOS DISK ATTACHED TO
 QK0504'THE TOP OF A 1-INCH ALUMINUM PIPE, 16.45 METERS (54.0 FT)
 QK0504'NORTH-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD LEADING
 QK0504'EAST-NORTHEAST, 18.59 METERS (61.0 FT) EAST-NORTHEAST OF A GRAVEL
 QK0504'DRIVEWAY LEADING NORTH-NORTHWEST, 9.14 METERS (30.0 FT) WEST-SOUTHWEST
 QK0504'OF THE SHORE LINE, AND 7.92 METERS (26.0 FT) EAST OF A 0.24-METER
 QK0504'(0.8-FT) DIAMETER CEDAR TREE WITH A METAL WITNESS POST ATTACHED.  PIPE
 QK0504'IS PROJECTING 4 CM.
 QK0504'THE MARK IS 0.12 METERS  S FROM A WITNESS POST.
 QK0504'THE MARK IS 0.4 M ABOVE GRAVEL ROAD.
 QK0504
 QK0504                          STATION RECOVERY (1999)
 QK0504
 QK0504'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0618 ***********************************************************************
 QL0618  DESIGNATION -  HAAS
 QL0618  PID         -  QL0618
 QL0618  STATE/COUNTY-  MI/DELTA
 QL0618  USGS QUAD   -  GARDEN (1985)
 QL0618
 QL0618                         *CURRENT SURVEY CONTROL
 QL0618  ___________________________________________________________________
 QL0618* NAD 83(1994)-  45 49 26.01983(N)    086 32 33.50333(W)     ADJUSTED  
 QL0618* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 QL0618  ___________________________________________________________________
 QL0618  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 QL0618  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QL0618
 QL0618  HORZ ORDER  -  FIRST
 QL0618
 QL0618.The horizontal coordinates were established by classical geodetic methods
 QL0618.and adjusted by the National Geodetic Survey in February 1997..
 QL0618
 QL0618.The orthometric height was scaled from a topographic map.
 QL0618
 QL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0618
 QL0618.The geoid height was determined by GEOID03.
 QL0618
 QL0618;                    North         East     Units Scale Factor Converg.
 QL0618;SPC MI N     -   115,755.236 8,035,538.353   MT  0.99993506   +0 19 50.1
 QL0618;SPC MI N     -   379,774.40 26,363,314.81   iFT  0.99993506   +0 19 50.1
 QL0618;UTM  16      - 5,074,582.951   535,526.631   MT  0.99961552   +0 19 40.9
 QL0618
 QL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0618!SPC MI N     -   0.99997237  x   0.99993506  =   0.99990743
 QL0618!UTM  16      -   0.99997237  x   0.99961552  =   0.99958790
 QL0618
 QL0618|---------------------------------------------------------------------|
 QL0618| PID    Reference Object                     Distance      Geod. Az  |
 QL0618|                                                           dddmmss.s |
 QL0618| CH1224 HAAS RM 1                            29.671 METERS 05632     |
 QL0618| QL0620 NAHMA AMER PLAYGROUND BURNER        APPROX. 9.2 KM 2780343.3 |
 QL0618| CH1223 HAAS AZ MK                                         2875123.9 |
 QL0618| CH1225 HAAS RM 2                            17.923 METERS 32634     |
 QL0618|---------------------------------------------------------------------|
 QL0618
 QL0618                          SUPERSEDED SURVEY CONTROL
 QL0618
 QL0618  NAD 83(1986)-  45 49 26.01478(N)    086 32 33.50068(W) AD(       ) 1
 QL0618  NAD 27      -  45 49 26.10160(N)    086 32 32.98630(W) AD(       ) 1
 QL0618
 QL0618.Superseded values are not recommended for survey control.
 QL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0618.See file dsdata.txt to determine how the superseded data were derived.
 QL0618
 QL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER3552774583(NAD 83)
 QL0618_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0618
 QL0618  HISTORY     - Date     Condition        Report By
 QL0618  HISTORY     - 1954     MONUMENTED       CGS
 QL0618  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QL0618
 QL0618                          STATION DESCRIPTION
 QL0618
 QL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0618'STATION IS LOCATED ON A PROMINENT HILL ABOUT 3.5 MILES NORTH OF THE
 QL0618'VILLAGE OF GARDEN, AND
 QL0618'ABOUT 1/2 MILE EAST OF THE EAST SHORE OF BIG BAY DE NOC.  IT IS 15
 QL0618'FEET SOUTH OF FENCELINE AND WITNESS
 QL0618'POST, AND 26 FEET SOUTHWEST OF A CORNER POST.  THE MARK PROJECTS
 QL0618'6 INCHES AND THE DISK IS STAMPED HAAS 1954.
 QL0618'
 QL0618'REFERENCE MARK NO. 1 IS 23 FEET NORTH OF THE APPROXIMATE CENTERLINE
 QL0618'OF THE ROAD, AND 1 FOOT SOUTH
 QL0618'OF THE FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0618'HAAS NO 1 1954.
 QL0618'
 QL0618'REFERENCE MARK NO. 2 IS 19 FEET NORTH OF THE APPROXIMATE CENTERLINE
 QL0618'OF THE ROAD, AND 1 FOOT SOUTH
 QL0618'OF THE FENCELINE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED
 QL0618'HAAS NO 2 1954.
 QL0618'
 QL0618'AZIMUTH MARK IS 36 FEET EAST OF A SURFACED ROAD, 1 FOOT WEST OF THE
 QL0618'FENCELINE, AND 4-1/2 FEET
 QL0618'NORTH OF WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QL0618'STAMPED HAAS 1954.
 QL0618'
 QL0618'TO REACH FROM THE SCHOOL BUILDING IN THE NORTH EDGE OF THE VILLAGE OF
 QL0618'GARDEN, GO NORTH ON SURFACED
 QL0618'ROAD FOR 3.3 MILES TO DIM CROSSROADS.  TURN RIGHT AND GO EAST ON DIM
 QL0618'ROAD FOR 0.25 MILE TO TOP OF HILL
 QL0618'AND STATION ON RIGHT (SOUTH) SIDE OF ROAD AS DESCRIBED.
 QL0618'
 QL0618'TO REACH AZIMUTH MARK FROM STATION, GO WEST 0.25 MILE TO SURFACED
 QL0618'ROAD.  TURN RIGHT AND GO NORTH
 QL0618'FOR 0.05 MILE TO MARK ON RIGHT (EAST) SIDE OF ROAD.
 QL0618'
 QL0618'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 QL0618
 QL0618                          STATION RECOVERY (1965)
 QL0618
 QL0618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0618'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 QL0618'DISTANCE TO REFERENCE MARK NO. 1
 QL0618'WAS FOUND TO BE 0.02 FEET SHORTER THAN PREVIOUSLY MEASURED.  THE
 QL0618'DISTANCE TO REFERENCE MARK NO. 2
 QL0618'WAS FOUND TO BE 0.03 FEET SHORTER THAN PREVIOUSLY MEASURED.  THE
 QL0618'DIRECTION TO THE REFERENCE MARKS CHECKED.
 QL0618'THE DIRECTION TO THE AZIMUTH MARK WAS FOUND
 QL0618'TO BE 50.9 SECONDS LOWER THAN PREVIOUSLY MEASURED.  A NEW
 QL0618'DESCRIPTION FOLLOWS-
 QL0618'
 QL0618'THE STATION IS LOCATED ON A PROMINENT HILL, ABOUT 3-1/3 MILES NORTH
 QL0618'OF THE VILLAGE OF GARDEN, 1/2
 QL0618'MILE EAST OF THE EAST SHORE OF THE BIG BAY DE NOC, AND ON PROPERTY
 QL0618'OWNED BY MR. MILTON HAZEN.
 QL0618'
 QL0618'TO REACH THE STATION FROM THE SCHOOL BUILDING IN THE NORTH EDGE OF
 QL0618'THE VILLAGE OF GARDEN, GO
 QL0618'NORTH ON COUNTY ROAD 483 FOR 3.2 MILES TO A DIM CROSSROAD.* TURN
 QL0618'RIGHT AND GO EAST ON A DIM TRACK
 QL0618'ROAD FOR 0.25 MILE TO THE TOP OF THE HILL, A WIRE GATE, AND THE
 QL0618'STATION ON THE RIGHT.
 QL0618'
 QL0618'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON COUNTY ROAD
 QL0618'483 FOR 0.05 MILE TO THE MARK
 QL0618'ON THE RIGHT.
 QL0618'
 QL0618'STATION MARKS ARE STANDARD DISKS STAMPED HAAS 1954.  THE SURFACE DISK
 QL0618'IS SET IN A SQUARE CONCRETE
 QL0618'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 33 FEET SOUTH OF THE CENTER
 QL0618'OF THE TRACK ROAD AND THE WIRE GATE,
 QL0618'30 FEET WEST OF A 14 INCH WHITE BIRCH TREE, 24 FEET
 QL0618'NORTH OF A 10 INCH MAPLE TREE, 19 FEET
 QL0618'EAST-SOUTHEAST OF A 14 INCH TREE WITH A DIM
 QL0618'TRIANGULAR BLAZE ON THE EAST SIDE, AND 4 FEET NORTHEAST
 QL0618'OF A METAL WITNESS POST.  THE
 QL0618'UNDERGROUND DISK WAS NOT INSPECTED AT THIS TIME.
 QL0618'
 QL0618'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HAAS NO. 1 1954, IS SET
 QL0618'IN A SQUARE CONCRETE MONUMENT
 QL0618'WHICH PROJECTS 5 INCHES.  IT IS 83 FEET EAST-NORTHEAST OF THE CENTER
 QL0618'OF THE WIRE GATE, 22 FEET NORTH OF
 QL0618'THE CENTER OF THE TRACK ROAD, AND 1 FOOT SOUTH OF A
 QL0618'WIRE FENCE.
 QL0618'
 QL0618'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HAAS NO. 2 1954, IS SET
 QL0618'IN A SQUARE CONCRETE MONUMENT
 QL0618'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET
 QL0618'NORTHWEST OF THE CENTER OF THE WIRE
 QL0618'GATE, 17 FEET NORTH OF THE CENTER OF THE TRACK ROAD, AND
 QL0618'1 FOOT SOUTH OF THE WIRE FENCE AND A METAL
 QL0618'WITNESS POST.
 QL0618'
 QL0618'AZIMUTH MARK, A STANDARD DISK STAMPED HAAS 1954, IS SET IN A SQUARE
 QL0618'CONCRETE MONUMENT WHICH PROJECTS 3
 QL0618'INCHES.  IT IS 44 FEET SOUTH OF A POWER POLE, 34 FEET EAST OF THE
 QL0618'CENTER OF COUNTY ROAD 483, 1 FOOT
 QL0618'WEST OF A WIRE FENCE, AND 1 FOOT SOUTH OF A METAL
 QL0618'WITNESS POST.
 QL0618'
 QL0618'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0728 ***********************************************************************
 NG0728  DESIGNATION -  HADDOCK
 NG0728  PID         -  NG0728
 NG0728  STATE/COUNTY-  MI/ALLEGAN
 NG0728  USGS QUAD   -  SAUGATUCK (1981)
 NG0728
 NG0728                         *CURRENT SURVEY CONTROL
 NG0728  ___________________________________________________________________
 NG0728* NAD 83(1994)-  42 42 24.97023(N)    086 10 12.51670(W)     ADJUSTED  
 NG0728* NAVD 88     -       218.     (meters)     715.     (feet)  SCALED    
 NG0728  ___________________________________________________________________
 NG0728  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 NG0728  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NG0728
 NG0728  HORZ ORDER  -  FIRST
 NG0728
 NG0728.The horizontal coordinates were established by classical geodetic methods
 NG0728.and adjusted by the National Geodetic Survey in February 1997..
 NG0728
 NG0728.The orthometric height was scaled from a topographic map.
 NG0728
 NG0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0728
 NG0728.The geoid height was determined by GEOID03.
 NG0728
 NG0728;                    North         East     Units Scale Factor Converg.
 NG0728;SPC MI S     -   135,645.427 3,852,270.130   MT  0.99991169   -1 13 38.3
 NG0728;SPC MI S     -   445,030.93 12,638,681.53   iFT  0.99991169   -1 13 38.3
 NG0728;UTM  16      - 4,728,605.215   567,961.004   MT  0.99965682   +0 33 46.3
 NG0728
 NG0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0728!SPC MI S     -   0.99997107  x   0.99991169  =   0.99988276
 NG0728!UTM  16      -   0.99997107  x   0.99965682  =   0.99962790
 NG0728
 NG0728:                Primary Azimuth Mark                     Grid Az
 NG0728:SPC MI S     -  HOLLAND HEINZ CANNING CO STACK           023 12 57.8
 NG0728:UTM  16      -  HOLLAND HEINZ CANNING CO STACK           021 25 33.2
 NG0728
 NG0728|---------------------------------------------------------------------|
 NG0728| PID    Reference Object                     Distance      Geod. Az  |
 NG0728|                                                           dddmmss.s |
 NG0728| NG0713 HOLLAND HEINZ CANNING CO STACK      APPROX. 9.2 KM 0215919.5 |
 NG0728| NG0707 HOLLAND SHOE CO STACK               APPROX. 9.4 KM 0231224.9 |
 NG0728| NG0709 HOLLAND CITY LIGHT CO STACK         APPROX.11.1 KM 0300912.2 |
 NG0728| NG0705 HOLLAND FURNACE CO TANK             APPROX. 9.7 KM 0362221.7 |
 NG0728| NG0706 HOLLAND BUSH LANE PIANO CO TK       APPROX. 9.8 KM 0365633.7 |
 NG0728| CH0265 HADDOCK RM 1                         55.818 METERS 05528     |
 NG0728| CH0266 HADDOCK RM 2                                       13659     |
 NG0728| NG0729 BELVEDERE FARM GRAY WATER TANK      APPROX. 2.3 KM 1710040.1 |
 NG0728| NG0724 DOUGLAS MUNICIPAL TANK              APPROX. 7.9 KM 2060723.1 |
 NG0728| CH0264 HADDOCK AZ MK                                      3194442.8 |
 NG0728|---------------------------------------------------------------------|
 NG0728
 NG0728                          SUPERSEDED SURVEY CONTROL
 NG0728
 NG0728  NAD 83(1986)-  42 42 24.96994(N)    086 10 12.52778(W) AD(       ) 1
 NG0728  NAD 27      -  42 42 24.88700(N)    086 10 12.38500(W) AD(       ) 1
 NG0728
 NG0728.Superseded values are not recommended for survey control.
 NG0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0728.See file dsdata.txt to determine how the superseded data were derived.
 NG0728
 NG0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6796128605(NAD 83)
 NG0728_MARKER: DS = TRIANGULATION STATION DISK
 NG0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0728_SP_SET: METAL PIPE IN CONCRETE
 NG0728
 NG0728  HISTORY     - Date     Condition        Report By
 NG0728  HISTORY     - 1932     MONUMENTED       CGS
 NG0728  HISTORY     - 1961     GOOD             CGS
 NG0728  HISTORY     - 1978     GOOD             NGS
 NG0728  HISTORY     - 1980     GOOD             LOCENG
 NG0728  HISTORY     - 1981     GOOD             MIDH
 NG0728  HISTORY     - 20010808 MARK NOT FOUND   NGS
 NG0728
 NG0728                          STATION DESCRIPTION
 NG0728
 NG0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0728'ABOUT 4 MILES NORTH OF
 NG0728'SAUGATUCK, ABOUT 7
 NG0728'MILES SOUTHWEST OF HOLLAND IN NW 1/4 SEC. 26, T. 4 N., R. 16
 NG0728'W., LAKETOWN TOWNSHIP, ON LAND OWNED
 NG0728'BY MR. HADDOCK, 0.3 MILE EAST OF U.S.
 NG0728'ROUTE 31, 0.4 MILE SOUTHEAST OF CONCRETE STORE AT
 NG0728'INTERSECTION OF EAST-WEST ROAD
 NG0728'AND U.S. ROUTE 31, ON HIGH POINT OF BRUSHY SAND KNOLL, 120 FEET WEST
 NG0728'OF OLD SAND ROAD LEADING
 NG0728'SOUTH, 166 FEET NORTH OF TAR-PAPER HOUSE WITH CONCRETE CHIMNEY, AND
 NG0728'24 FEET SOUTH OF 8-INCH CHERRY
 NG0728'TREE WHICH IS LARGEST TREE ON KNOLL.  TO REACH FROM
 NG0728'SAUGATUCK, GO NORTH 4.4 MILES FROM POST OFFICE ON
 NG0728'U.S. ROUTE 31 TO CONCRETE STORE
 NG0728'AT CROSSROADS, GO EAST 0.3 MILE TO CROSSROADS, TURN SOUTH ONTO SAND
 NG0728'ROAD, AND CONTINUE 0.3 MILE TO
 NG0728'STATION SITE.  MARKED BY STANDARD STATION DISK CEMENTED IN TOP
 NG0728'OF 11-FOOT SECTION OF 3-INCH
 NG0728'IRON PIPE WHICH IS SUNK 10.5 FEET IN GROUND AND ANCHORED
 NG0728'IN 2 FEET OF CONCRETE.  REFERENCE AND AZIMUTH
 NG0728'MARKS ARE STANDARD REFERENCE DISKS
 NG0728'IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4 INCHES, AND IS 15 FEET
 NG0728'WEST OF OLD SAND ROAD, 110
 NG0728'FEET NORTH OF ROAD FORKS, AND 183.138 FEET FROM STATION
 NG0728'N 55 DEG 28 MIN E.  NO. 2
 NG0728'PROJECTS 6 INCHES, AND IS JUST NORTH OF BRUSHY KNOLL, ABOUT 50
 NG0728'FEET NORTH OF TOP OF HILL, 150 FEET SOUTH
 NG0728'OF ROAD FORKS, 12 FEET EAST OF SAND ROAD,
 NG0728'AND 214.90 FEET FROM STATION S 43 DEG 01 MIN E.
 NG0728'AZIMUTH MARK PROJECTS 5
 NG0728'INCHES, AND IS IN NORTHEAST CORNER OF APPLE ORCHARD, 20 FEET
 NG0728'NORTHEAST OF APPLE TREE, 25
 NG0728'FEET SOUTH OF CENTER LINE OF DIRT ROAD LEADING EAST, 125 YARDS EAST
 NG0728'OF U.S.  ROUTE 31, AND
 NG0728'APPROXIMATELY 0.4 MILE FROM STATION N 40 DEG 15 MIN W.
 NG0728
 NG0728                          STATION RECOVERY (1961)
 NG0728
 NG0728'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NG0728'RECOVERED ALL MARKS IN GOOD CONDITION AS ORGINALLY DESCRIBED EXCEPT
 NG0728'FOR CHANGED CONDITIONS SUCH AS
 NG0728'RELOCAION (TO EASTWARD) OF NO. 31 U.S. HIGHWAY.  ALSO RELOCATION OF
 NG0728'BEELINE ROAD AND ITS
 NG0728'WIDENING MADE NECESSARY MOVING R.M. NO. 1 ON LINE CLOSER TO THE STA.
 NG0728'
 NG0728'ABOUT 2.8 MILES NORTHERLY ALONG NO. 31 U.S. HWY. FROM THE BRIDGE OVER
 NG0728'KALAMAZOO RIVER BETWEEN DOUGLAS AND
 NG0728'SAUGATUCK, THENCE N ON 64-TH STREET 2.1 MILES, THENCE E FOR 0.35 MILE
 NG0728'ON 140-TH AVENUE, THENCE S ON
 NG0728'BEELINE ROAD 0.3 MILE TO DIP BETWEEN RIDGES AND STATION ON THE
 NG0728'RIGHT, ABOUT 40 YARDS W OF THE ROAD, ABOUT 5
 NG0728'YARDS S OF ONE AND 5 YARDS E OF ANOTHER TOPS
 NG0728'OF APPARENTLY HIGHEST HILL IN VICINITY, A STANDARD DISK STAMPED
 NG0728'HADDOCK 1932 SET IN TOP OF AN 11-FOOT
 NG0728'LENGTH OF 3-1/2-INCH GALVANIZED PIPE THAT PROJECTS 0.5 FOOT.
 NG0728'
 NG0728'REFERENCE STAMPED HADDOCK NO 2 PROJECTS 0.5 FOOT THO ONLY
 NG0728'FLUSH WITH GENERAL LEVEL, IS 214.7
 NG0728'FEET (65.44 METERS) TAUT-LINE SLOPE S 43 DEG 01 MIN E FROM
 NG0728'STATION, ABOUT 20 YARDS NE OF CREST OF
 NG0728'RIDGE, 27 FEET E OF CENTER LINE OF BEELINE ROAD, AND
 NG0728'1.8 FEET N OF STEEL WITNESS POST.
 NG0728'
 NG0728'REFERENCE STAMPED HADDOCK NO 3 1932 1961, PROJECTS 0.5
 NG0728'FOOT, IS 151.2 FEET (46.09
 NG0728'METERS) TAUT-LINE SLOPE N 55 DEG 28 MIN E (OLD NO. 1 MOVED
 NG0728'IN) FROM STATION.  34 FEET W OF CENTER LINE
 NG0728'OF BEELINE ROAD, ARROW POINTS ABOUT 10 DEGREES RIGHT OF STATION.
 NG0728'
 NG0728'AZIMUTH MARK STAMPED HADDOCK AZIMUTH 1932, PROJECTS 0.3
 NG0728'FOOT, IS ABOUT 0.4 MILE NW IN
 NG0728'N 40 DEG 15 MIN W FROM STATION, 350 FEET E OF 64-TH
 NG0728'STREET, 23 FEET S OF CENTER LINE OF 140-TH
 NG0728'AVENUE, AND 2.3 FEET E OF STEEL WITNESS POST.
 NG0728
 NG0728                          STATION RECOVERY (1978)
 NG0728
 NG0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NG0728'STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND IN
 NG0728'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT FOUND AND ASSUMED
 NG0728'DESTROYED BY CONSTRUCTION OF THE ROAD.  THE AZIMUTH MARK IS NOT
 NG0728'GROUND VISIBLE.  REFERENCE MARK 4 WAS ESTABLISHED.  REFERENCE MARK
 NG0728'3 WAS SHORTER BY 0.07 FOOT.
 NG0728'
 NG0728'THE STATION IS ABOUT 5 MILES SOUTH OF HOLLAND AND ON PROPERTY OF
 NG0728'MR. LEONARD MILESKIEWICZ WHOSE RESIDENCE IS 100 FEET NORTHWEST OF
 NG0728'THE STATION.  THE STATION MARK IS A STANDARD STATION MARK DISK
 NG0728'CEMENTED IN THE TOP OF A 11 FOOT SECTION OF 3-INCH PIPE THAT
 NG0728'PROJECTS 4-INCHES.  IT IS 141 FEET WEST OF THE CENTERLINE
 NG0728'OF BEELINE ROAD, 103 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NG0728'MILESKIEWICZ HOUSE, 2 FEET NORTH OF A WOODEN POST THAT PROJECTS 2
 NG0728'1/2 FEET AND AT THE WEST EDGE OF WOODS.  THE DISK IS STAMPED
 NG0728'HADDOCK 1932.
 NG0728'
 NG0728'REFERENCE MARK 3 IS 104 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY,
 NG0728'38 FEET WEST OF THE ROAD AND 1-FOOT NORTH OF A METAL WITNESS POST.
 NG0728'THE MARK PROJECTS 4 INCHES AND THE DISK STAMPED HADDOCK 1932 NO 3
 NG0728'1961.
 NG0728'
 NG0728'REFERENCE MARK 4 IS 45 FEET WEST OF THE CENTERLINE OF THE ROAD,
 NG0728'1-FOOT NORTH OF A METAL WITNESS POST AND ABOUT 6 FEET HIGHER THAN
 NG0728'THE ROAD LEVEL.  THE MARK IS FLUSH AND THE DISK STAMPED HADDOCK
 NG0728'1932 NO 4 1978.
 NG0728'
 NG0728'THE AZIMUTH MARK IS 21 FEET SOUTH OF THE CENTERLINE OF 140 TH AVENUE,
 NG0728'3 FEET WEST OF AN UNDERGROUND TELEPHONE CABLE BOX AND 2 FEET EAST
 NG0728'OF A METAL WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 NG0728'STAMPED HADDOCK 1932 AZIMUTH.
 NG0728'
 NG0728'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND
 NG0728'ALLEGAN COUNTY A-2 (BLUE STAR HIGHWAY) ABOUT 7 MILES SOUTH OF
 NG0728'HOLLAND, GO WEST ON COUNTY ROUTE A-2 FOR 0.25 MILE TO 64 TH STREET.
 NG0728'TURN RIGHT AND GO NORTH ON 64 TH STREET FOR 2.0 MILES TO A
 NG0728'CROSSROAD AND A CONCRETE BLOCK BUILDING IN THE SOUTHEAST ANGLE.
 NG0728'TURN RIGHT AND GO EAST ON 140 TH AVENUE FOR 0.1 MILE TO THE
 NG0728'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.25
 NG0728'MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON BEELINE ROAD FOR
 NG0728'0.3 MILE TO THE DRIVEWAY TO THE MILESKIEWICZ HOUSE ON THE
 NG0728'RIGHT AND THE STATION ON THE RIGHT.
 NG0728'
 NG0728'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTH
 NG0728'OF HOLLAND.
 NG0728'
 NG0728'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NG0728
 NG0728                          STATION RECOVERY (1980)
 NG0728
 NG0728'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DGH)
 NG0728'HADDOCK NO. 3 1932 1961 RECOVERED GOOD - 6 INCHES ABOVE GROUND.
 NG0728'
 NG0728'HADDOCK 1932 RECOVERED GOOD - 4 INCHES ABOVE GROUND.
 NG0728'
 NG0728'HADDOCK AZIMUTH 1932 RECOVERED GOOD - 4 INCHES ABOVE GROUND.
 NG0728'
 NG0728'AZIMUTH MARK IS NOT ABLE TO BE SEEN FROM STA.  DUE TO TREE AND
 NG0728'BUILDINGS ON LINE.
 NG0728'
 NG0728'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH AND 1-3/4
 NG0728'MILES EAST OF SAUGATUCK, MICHIGAN.
 NG0728
 NG0728                          STATION RECOVERY (1981)
 NG0728
 NG0728'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NG0728'STATION AND RM 4 WERE RECOVERED IN GOOD CONDITION.
 NG0728
 NG0728                          STATION RECOVERY (2001)
 NG0728
 NG0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0728'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1506 ***********************************************************************
 NE1506  DESIGNATION -  HADLEY RESET
 NE1506  PID         -  NE1506
 NE1506  STATE/COUNTY-  MI/OAKLAND
 NE1506  USGS QUAD   -  DAVISBURG (1983)
 NE1506
 NE1506                         *CURRENT SURVEY CONTROL
 NE1506  ___________________________________________________________________
 NE1506* NAD 83(1994)-  42 49 39.38589(N)    083 34 00.55988(W)     ADJUSTED  
 NE1506* NAVD 88     -       358.     (meters)    1175.     (feet)  SCALED    
 NE1506  ___________________________________________________________________
 NE1506  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 NE1506  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NE1506
 NE1506  HORZ ORDER  -  FIRST
 NE1506
 NE1506.The horizontal coordinates were established by classical geodetic methods
 NE1506.and adjusted by the National Geodetic Survey in February 1997..
 NE1506
 NE1506.The orthometric height was scaled from a topographic map.
 NE1506
 NE1506.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1506
 NE1506.The geoid height was determined by GEOID03.
 NE1506
 NE1506;                    North         East     Units Scale Factor Converg.
 NE1506;SPC MI S     -   147,777.666 4,065,395.090   MT  0.99990738   +0 32 39.5
 NE1506;SPC MI S     -   484,834.86 13,337,910.40   iFT  0.99990738   +0 32 39.5
 NE1506;UTM  17      - 4,744,867.051   290,193.167   MT  1.00014157   -1 44 44.0
 NE1506
 NE1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1506!SPC MI S     -   0.99994921  x   0.99990738  =   0.99985660
 NE1506!UTM  17      -   0.99994921  x   1.00014157  =   1.00009077
 NE1506
 NE1506:                Primary Azimuth Mark                     Grid Az
 NE1506:SPC MI S     -  HADLEY AZ MK                             118 43 26.8
 NE1506:UTM  17      -  HADLEY AZ MK                             121 00 50.3
 NE1506
 NE1506|---------------------------------------------------------------------|
 NE1506| PID    Reference Object                     Distance      Geod. Az  |
 NE1506|                                                           dddmmss.s |
 NE1506| CH0269 HADLEY AZ MK                                       1191606.3 |
 NE1506| CH0270 HADLEY RM 1                          19.190 METERS 12338     |
 NE1506| CH0272 HADLEY RM 3                          13.470 METERS 24041     |
 NE1506| CH0271 HADLEY RM 2                          23.262 METERS 26024     |
 NE1506|---------------------------------------------------------------------|
 NE1506
 NE1506                          SUPERSEDED SURVEY CONTROL
 NE1506
 NE1506  NAD 83(1986)-  42 49 39.38734(N)    083 34 00.59021(W) AD(       ) 1
 NE1506  NAD 27      -  42 49 39.29000(N)    083 34 00.77600(W) AD(       ) 1
 NE1506
 NE1506.Superseded values are not recommended for survey control.
 NE1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1506.See file dsdata.txt to determine how the superseded data were derived.
 NE1506
 NE1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9019344867(NAD 83)
 NE1506_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1506
 NE1506  HISTORY     - Date     Condition        Report By
 NE1506  HISTORY     - 1943     MONUMENTED       CGS
 NE1506  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NE1506
 NE1506                          STATION DESCRIPTION
 NE1506
 NE1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1506'STATION IS LOCATED
 NE1506'ABOUT 8.25 MILES S
 NE1506'OF GRAND BLANC IN THE CENTER OF THE NW 1/4 OF
 NE1506'SEC. 19, T. 5 N., R. 8 E.  THE MARK
 NE1506'IS SET ON A BARE PROMINENT
 NE1506'SAND HILL ABOUT 0.3 MILE W OF U.S. HIGHWAY 10 ON LAND
 NE1506'OWNED BY
 NE1506'MRS. HASS OF DETROIT.  IT IS ON THE HIGHEST GROUND OF THE HILL AND
 NE1506'4.6 FEET W OF A
 NE1506'REFERENCE POST.  STAMPED HADLEY 1943.
 NE1506'
 NE1506'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1506'DISKS SET IN
 NE1506'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1506'
 NE1506'REFERENCE MARK 1 IS 62.95 FEET SE OF THE STATION ON THE SE
 NE1506'RIM OF THE HILL.
 NE1506'STAMPED HADLEY NO 1 1943.
 NE1506'
 NE1506'REFERENCE MARK 2 IS 76.26 FEET W OF THE STATION AND 12 FEET
 NE1506'N OF THE CENTER
 NE1506'LINE OF THE TRACK ROAD LEADING TO THE STATION.
 NE1506'STAMPED HADLEY NO 2 1943.
 NE1506'
 NE1506'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SE OF THE STATION
 NE1506'ON THE
 NE1506'RIGHT-OF-WAY OF U.S. HIGHWAY 10.  IT IS 58.4 FEET E OF THE
 NE1506'CENTER LINE OF HIGHWAY
 NE1506'10, 3.8 FEET N OF A REFERENCE POST AND 2
 NE1506'FEET W OF THE FENCELINE.  STAMPED HADLEY
 NE1506'1943.
 NE1506'
 NE1506'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE VILLAGE
 NE1506'OF GRAND BLANC, GO
 NE1506'S ON U.S. HIGHWAY 10 FOR 8.4 MILES TO THE AZIMUTH
 NE1506'MARK ON THE LEFT.  CONTINUE S FOR
 NE1506'0.05 MILE TO A GRADED T-ROAD
 NE1506'RIGHT, TURN RIGHT AND GO 0.4 MILE TO A DIM TRACK
 NE1506'ROAD RIGHT, AT A
 NE1506'CURVE TO THE LEFT.  TURN RIGHT AND FOLLOW THE TRACK ROAD 0.4 MILE
 NE1506'TO A CURVE TO
 NE1506'THE LEFT AT THE TOP OF A GRADE, TURN LEFT OR W AND
 NE1506'GO 0.15 MILE TO THE STATION,
 NE1506'APPROACHING THE STATION FROM THE W
 NE1506'SIDE OF THE KNOLL.
 NE1506'
 NE1506'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 NE1506
 NE1506                          STATION RECOVERY (1964)
 NE1506
 NE1506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VRS)
 NE1506'RECOVERED STATION SUBSURFACE, NO. 1 R.M., AND THE AZIMUTH MARK IN
 NE1506'GOOD CONDITION.  A NEW SURFACE
 NE1506'STATION MARK AND NO. 3 R.M. WERE SET.  THE NO. 2 R.M. OBVIOUSLY HAD
 NE1506'BEEN DISTURBED AND NEW MEASUREMENTS
 NE1506'SO INDICATED, BUT IT WAS LEFT AS IT WAS FOUND.
 NE1506'
 NE1506'ABOUT 1.3 MILES N ALONG SAGINAW STREET (THE MAIN N-S ONE) FROM THE
 NE1506'R.R. CROSSING IN HOLLY, THENCE
 NE1506'4.4 MILES NELY AND ELY ALONG GRANGE HALL ROAD OR TO CROSSROADS 1.2
 NE1506'MILES E OF ITS 4-WAY-ENTER-EXIT
 NE1506'JUNCTION WITH NO. 75 INTERSTATE HWY., THENCE 0.8 MILE NLY
 NE1506'ALONG DIXIE HWY. (OLD NO. 10 U.S.) TO N END
 NE1506'OF CURVE AND THE AZIMUTH MARK ON RIGHT,
 NE1506'THENCE. 0.3 MILE NLY AND TURN LEFT ONTO GRAVEL TRAIL ROAD JUST
 NE1506'S OF A CEMETERY, THENCE MEANDER 0.4
 NE1506'MILE WLY UP STEEP ROAD TO TOP OF HILL AND THE STATION, ABOUT 50 YARES
 NE1506'SW OF AND ABOUT 7 YARDS LOWER THAN
 NE1506'THE RAISED TOP OF THE HILL, 23.4 FEET SSW OF THE W CORNER
 NE1506'OF THE MOST ELY OF FOUR FOOTINGS OF STEEL FRAME
 NE1506'SUPPORTING PULLEY OF CABLEWAY SKI LIFT,
 NE1506'13.7 FEET E OF THE S CORNER OF THE S ONE OF THE CONCRETE SAID
 NE1506'FOOTINGS, ABOUT LEVEL WITH SAME,
 NE1506'STANDARD DISKS IN NOTE 1B MARK STAMPED HADLEY 1943 1964 AND IN 7A
 NE1506'MARK STAMPED HADLEY 1943, THE
 NE1506'UPPER MARK FLUSH WITH THE GROUND.
 NE1506'
 NE1506'REFERENCE MARK NO. 1 IS 2.9 FEET LOWER THAN THE STATION AND ON THE
 NE1506'BROW OF MOST SE PART OF THE
 NE1506'ORIGINAL TOP OF THE HILL WHICH WAS BUILT UP FOR ADDED SKI-RUN
 NE1506'ELEVATION.
 NE1506'
 NE1506'REFERENCE MARK NO. 2 IS 1.6 FEET LOWER THAN THE STATION, 53 FEET WSW
 NE1506'OF W LEG OF STEEL SCAFFOLD,
 NE1506'26-1/2 FEET NW OF THE PROJECTED PLANE OF NW SIDE OF SAID SCAFFOLD,
 NE1506'AND THE ARROW POINTS ABOUT NE
 NE1506'INSTEAD OF E TOWARD THE STATION.
 NE1506'
 NE1506'REFERENCE MARK NO. 3 IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 NE1506'TOP OF 8-1/2 BY 11 FOOT EXPOSED
 NE1506'SURFACE OF CONCRETE ANCHOR OF TENSION BRACE OF THE SKI-LIFT CABLEWAY,
 NE1506'0.7 FOOT OF SW OF CENTER OF NE
 NE1506'EDGE OF SAME, AND 0.2 FOOT LOWER THAN THE STATION.
 NE1506'
 NE1506'THE AZIMUTH MARK IS ABOUT 100 YARDS N OF SHIELDS ROAD, ABOUT 65 YARDS
 NE1506'SE OF NW END OF LONG HWY.
 NE1506'CURVE, 58 FEET E OF CENTER LINE OF 40 FOOT ASPHALT PAVEMENT, 1.9 FEET
 NE1506'LOWER THAN SAME, 3 FEET W OF
 NE1506'RIGHT-OF-WAY FENCE, AND 1.9 FEET N OF STEEL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0190 ***********************************************************************
 QK0190  DESIGNATION -  HAGAN
 QK0190  PID         -  QK0190
 QK0190  STATE/COUNTY-  MI/CHEBOYGAN
 QK0190  USGS QUAD   -  
 QK0190
 QK0190                         *CURRENT SURVEY CONTROL
 QK0190  ___________________________________________________________________
 QK0190* NAD 83(1986)-  45 44 55.     (N)    084 40 42.     (W)     SCALED    
 QK0190* NAVD 88     -       179.076  (meters)     587.52   (feet)  ADJUSTED  
 QK0190  ___________________________________________________________________
 QK0190  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 QK0190  DYNAMIC HT  -         179.079 (meters)     587.53  (feet)  COMP
 QK0190  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 QK0190
 QK0190  VERT ORDER  -  FIRST     CLASS I
 QK0190
 QK0190.The horizontal coordinates were scaled from a topographic map and have
 QK0190.an estimated accuracy of +/- 6 seconds.
 QK0190
 QK0190.The orthometric height was determined by differential leveling
 QK0190.and adjusted by the National Geodetic Survey in June 1991..
 QK0190
 QK0190.The geoid height was determined by GEOID03.
 QK0190
 QK0190.The dynamic height is computed by dividing the NAVD 88
 QK0190.geopotential number by the normal gravity value computed on the
 QK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0190.degrees latitude (g = 980.6199 gals.).
 QK0190
 QK0190.The modeled gravity was interpolated from observed gravity values.
 QK0190
 QK0190;                    North         East    Units  Estimated Accuracy
 QK0190;SPC MI C     -   270,290.    5,975,750.      MT  (+/- 180 meters Scaled)
 QK0190
 QK0190                          SUPERSEDED SURVEY CONTROL
 QK0190
 QK0190.No superseded survey control is available for this station.
 QK0190
 QK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR805687(NAD 83)
 QK0190_MARKER: B = BOLT
 QK0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0190_SP_SET: CULVERT
 QK0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0190
 QK0190  HISTORY     - Date     Condition        Report By
 QK0190  HISTORY     - 1973     MONUMENTED       USLS
 QK0190  HISTORY     - 1973     GOOD             USLS
 QK0190
 QK0190                          STATION DESCRIPTION
 QK0190
 QK0190'DESCRIBED BY US LAKE SURVEY 1973
 QK0190'3.4 MI SE FROM MACKINAW CITY.
 QK0190'HAGAN IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.4 MILES SOUTHEAST ALONG
 QK0190'HWY. U.S. 23, FROM THE INTERSECTION OF LANGLADE ST. AND CENTRAL
 QK0190'AVE. IN MACKINAW CITY, 0.6 MILE NORTHWEST OF MILL CREEK, OPPOSITE
 QK0190'THE DRIVEWAY LEADING TO A RED BRICK ONE STORY DWELLING, 30 FEET
 QK0190'SOUTHWEST OF CENTER LINE OF HWY. U.S. 23, 1.1 FEET NORTHWEST
 QK0190'OF SOUTHEAST FACE AND 0.4 FEET NORTHEAST OF SOUTHWEST FACE OF
 QK0190'6-FOOT CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0190'DIAMETER BRASS BOLT SET INTO TOP OF CULVERT.  NOTE-- PREV. DESIG.
 QK0190'HAGAN 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0058 ***********************************************************************
 RJ0058  DESIGNATION -  HAGEN USLS
 RJ0058  PID         -  RJ0058
 RJ0058  STATE/COUNTY-  MI/CHIPPEWA
 RJ0058  USGS QUAD   -  STALWART (1964)
 RJ0058
 RJ0058                         *CURRENT SURVEY CONTROL
 RJ0058  ___________________________________________________________________
 RJ0058* NAD 83(1986)-  46 04 19.     (N)    084 08 03.     (W)     SCALED    
 RJ0058* NAVD 88     -       218.148  (meters)     715.71   (feet)  ADJUSTED  
 RJ0058  ___________________________________________________________________
 RJ0058  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 RJ0058  DYNAMIC HT  -         218.154 (meters)     715.73  (feet)  COMP
 RJ0058  MODELED GRAV-     980,636.2   (mgal)                       NAVD 88
 RJ0058
 RJ0058  VERT ORDER  -  FIRST     CLASS 0
 RJ0058
 RJ0058.The horizontal coordinates were scaled from a topographic map and have
 RJ0058.an estimated accuracy of +/- 6 seconds.
 RJ0058
 RJ0058.The orthometric height was determined by differential leveling
 RJ0058.and adjusted by the National Geodetic Survey in June 1991..
 RJ0058
 RJ0058.The geoid height was determined by GEOID03.
 RJ0058
 RJ0058.The dynamic height is computed by dividing the NAVD 88
 RJ0058.geopotential number by the normal gravity value computed on the
 RJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0058.degrees latitude (g = 980.6199 gals.).
 RJ0058
 RJ0058.The modeled gravity was interpolated from observed gravity values.
 RJ0058
 RJ0058;                    North         East    Units  Estimated Accuracy
 RJ0058;SPC MI N     -   147,230.    8,221,640.      MT  (+/- 180 meters Scaled)
 RJ0058
 RJ0058                          SUPERSEDED SURVEY CONTROL
 RJ0058
 RJ0058.No superseded survey control is available for this station.
 RJ0058
 RJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS216060(NAD 83)
 RJ0058_MARKER: Z = SEE DESCRIPTION
 RJ0058_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0058+WITH SETTING: INTO GROUND
 RJ0058_MARK LOGO: USLS  
 RJ0058_PROJECTION: RECESSED 15 CENTIMETERS
 RJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0058+STABILITY: SURFACE MOTION
 RJ0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0058+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2005
 RJ0058_ROD/PIPE-DEPTH: 3.04 meters
 RJ0058
 RJ0058  HISTORY     - Date     Condition        Report By
 RJ0058  HISTORY     - 1960     MONUMENTED       USLS
 RJ0058  HISTORY     - 1972     GOOD             USLS
 RJ0058  HISTORY     - 1983     GOOD             NGS
 RJ0058  HISTORY     - 19940729 GOOD             USPSQD
 RJ0058  HISTORY     - 20050802 GOOD             MIDT
 RJ0058
 RJ0058                          STATION DESCRIPTION
 RJ0058
 RJ0058'DESCRIBED BY US LAKE SURVEY 1972
 RJ0058'2.8 MI N FROM GOETZVILLE.
 RJ0058'HAGAN IS IN CHIPPEWA COUNTY, MICHIGAN, 2.8 MILES NORTH AND
 RJ0058'WEST ALONG HIGHWAY M-48 FROM THE POST OFFICE IN GOETZVILLE,
 RJ0058'ABOUT 390 FEET EAST OF DWELLING OCCUPIED BY M. ZERONA, IN
 RJ0058'NORTH-SOUTH FENCE LINE, 78 FEET SOUTH OF CENTERLINE OF HIGHWAY
 RJ0058'M-48, 63.6 FEET WEST OF UTILITY POLE NO. 81/28 AND IN THE LINE
 RJ0058'OF UTILITY POLES, 49.5 FEET SOUTHEAST OF SOUTHWEST CORNER OF
 RJ0058'U-SHAPED CULVERT, 27 FEET WEST OF CENTERLINE OF SOUTH BOUND
 RJ0058'GRAVEL ROAD, 19.5 FEET SOUTH OF 18-INCH MAPLE MARKED WITH
 RJ0058'TRIANGLE FORMED WITH 1-INCH BRASS DISCS, 15.6 FEET NORTH OF A
 RJ0058'TWIN-TRUNKED MAPLE, 1/2 FOOT BELOW THE GROUND SURFACE BEING
 RJ0058'HIGHEST POINT ON TOP OF A 1-INCH DIAMETER STEEL ROD, 10 FEET
 RJ0058'LONG.
 RJ0058
 RJ0058                          STATION RECOVERY (1983)
 RJ0058
 RJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0058'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.3 KM
 RJ0058'(0.85 MI) NORTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0058'GOETZVILLE, THENCE 3.4 KM (2.1 MI) WEST ALONG STATE HIGHWAY 48, AT A
 RJ0058'GRAVELED ROAD LEADING SOUTH, A 1-INCH DIAMETER STEEL ROD THAT IS
 RJ0058'RECESSED 0.15 METERS (0.5 FT) BELOW THE GROUND SURFACE, 23.77 METERS
 RJ0058'(78.0 FT) SOUTH OF THE CENTER OF THE HIGHWAY, 19.35 METERS (63.5 FT)
 RJ0058'WEST AND ACROSS THE GRAVELED ROAD FROM POWER POLE NUMBER 81 28,
 RJ0058'8.22 METERS (27.0 FT) WEST OF THE CENTER OF THE GRAVELED ROAD SOUTH,
 RJ0058'5.94 METERS (19.5 FT) SOUTH OF A 26-INCH DIAMETER MAPLE TREE WITH A
 RJ0058'TRIANGULAR BLAZE, 0.12 METERS (0.4 FT) WEST OF A FENCE LINE, AND
 RJ0058'18.8 METERS (61.7 FT) WEST AND ACROSS THE GRAVELED ROAD FROM BENCH
 RJ0058'MARK N 294.  NOTE, THE DESIGNATION FOR THIS MARK IS QUESTIONABLE.
 RJ0058'THE MARK IS 0.15 METERS  SW FROM A WITNESS POST.
 RJ0058
 RJ0058                          STATION RECOVERY (1994)
 RJ0058
 RJ0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0058'RECOVERED IN GOOD CONDITION.
 RJ0058
 RJ0058                          STATION RECOVERY (2005)
 RJ0058
 RJ0058'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (MJG)
 RJ0058'FOUND MARK AND SET CARSONITE WITNESS POST 1 FOOT SOUTH OF METAL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1936 ***********************************************************************
 MD1936  DESIGNATION -  HAINPORT
 MD1936  PID         -  MD1936
 MD1936  STATE/COUNTY-  MI/ST JOSEPH
 MD1936  USGS QUAD   -  THREE RIVERS EAST (1982)
 MD1936
 MD1936                         *CURRENT SURVEY CONTROL
 MD1936  ___________________________________________________________________
 MD1936* NAD 83(1994)-  41 57 38.47347(N)    085 35 33.01385(W)     ADJUSTED  
 MD1936* NAVD 88     -       249.7    (meters)     819.     (feet)  GPS OBS   
 MD1936  ___________________________________________________________________
 MD1936  X           -     365,041.214 (meters)                     COMP
 MD1936  Y           -  -4,736,033.429 (meters)                     COMP
 MD1936  Z           -   4,242,502.701 (meters)                     COMP
 MD1936  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 MD1936  ELLIP HEIGHT-         216.69  (meters)          (07/12/02) GPS OBS
 MD1936  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD1936
 MD1936  HORZ ORDER  -  FIRST
 MD1936  ELLP ORDER  -  FOURTH    CLASS I
 MD1936
 MD1936.This mark is at Three Rivers Mun Dr Haines Airport (HAI)
 MD1936
 MD1936.The horizontal coordinates were established by GPS observations
 MD1936.and adjusted by the National Geodetic Survey in May 1996..
 MD1936
 MD1936.The orthometric height was determined by GPS observations and a
 MD1936.high-resolution geoid model.
 MD1936
 MD1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1936
 MD1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1936
 MD1936.The ellipsoidal height was determined by GPS observations
 MD1936.and is referenced to NAD 83.
 MD1936
 MD1936.The geoid height was determined by GEOID03.
 MD1936
 MD1936;                    North         East     Units Scale Factor Converg.
 MD1936;SPC MI S     -    51,913.104 3,898,375.911   MT  1.00003589   -0 50 03.2
 MD1936;SPC MI S     -   170,318.58 12,789,947.21   iFT  1.00003589   -0 50 03.2
 MD1936;UTM  16      - 4,646,369.364   616,638.469   MT  0.99976740   +0 56 28.3
 MD1936
 MD1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1936!SPC MI S     -   0.99996601  x   1.00003589  =   1.00000190
 MD1936!UTM  16      -   0.99996601  x   0.99976740  =   0.99973342
 MD1936
 MD1936:                Primary Azimuth Mark                     Grid Az
 MD1936:SPC MI S     -  HAINPORT AZ MK                           270 41 02.3
 MD1936:UTM  16      -  HAINPORT AZ MK                           268 54 30.8
 MD1936
 MD1936|---------------------------------------------------------------------|
 MD1936| PID    Reference Object                     Distance      Geod. Az  |
 MD1936|                                                           dddmmss.s |
 MD1936| MD1937 HAINPORT AZ MK                      APPROX. 0.7 KM 2695059.1 |
 MD1936|---------------------------------------------------------------------|
 MD1936
 MD1936                          SUPERSEDED SURVEY CONTROL
 MD1936
 MD1936  ELLIP H (05/08/96)  216.71   (m)                       GP(       ) 1 1
 MD1936  NAD 83(1986)-  41 57 38.47692(N)    085 35 33.02974(W) AD(       ) 1
 MD1936  NAD 83(1986)-  41 57 38.47858(N)    085 35 33.00140(W) AD(       ) 3
 MD1936  NGVD 29 (03/27/91)  249.9    (m)          820.     (f) GPS OBS        
 MD1936
 MD1936.Superseded values are not recommended for survey control.
 MD1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1936.See file dsdata.txt to determine how the superseded data were derived.
 MD1936
 MD1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1663846369(NAD 83)
 MD1936_MARKER: I = METAL ROD
 MD1936_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1936_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1936_STAMPING: HAINPORT
 MD1936_MARK LOGO: NGS   
 MD1936_PROJECTION: FLUSH
 MD1936_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1936_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MD1936+STABILITY: POSITION/ELEVATION WELL
 MD1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1936+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1994
 MD1936_ROD/PIPE-DEPTH: 20.7 meters
 MD1936_SLEEVE-DEPTH  : 1.0 meters
 MD1936
 MD1936  HISTORY     - Date     Condition        Report By
 MD1936  HISTORY     - 1989     MONUMENTED       NGS
 MD1936  HISTORY     - 19910715 GOOD             NGS
 MD1936  HISTORY     - 19940627 GOOD             MIDT
 MD1936  HISTORY     - 19941004 GOOD             LOCENG
 MD1936
 MD1936                          STATION DESCRIPTION
 MD1936
 MD1936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1936'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) NOTHEAST OF THREE
 MD1936'RIVERS, AT THE THREE RIVERS MUNICIPAL DR. HAINES AIRPORT, ON THE NORTH
 MD1936'SIDE AND NEAR THE CENTER OF RUNWAY 09-27.  OWNERSHIP---CITY OF THREE
 MD1936'RIVERS, C/O AIRPORT MANAGER JERRY WISEMAN, 18750 STATE HIGHWAY 60
 MD1936'EAST, THREE RIVERS MI 49093.  PHONE IS (616) 279-6000.
 MD1936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 MD1936'HIGHWAY 60, IN WESTERN THREE RIVERS, GO EASTERLY FOR 6.0 KM (3.75 MI)
 MD1936'ON HIGHWAY 60 TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 MD1936'(0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD RIGHT.  TURN
 MD1936'RIGHT AND GO NORTHEAST FOR 60 METERS ON THE GRAVEL ROAD TO A GATE
 MD1936'RIGHT AND THE AIRPORT OFFICE ON THE LEFT.  TURN RIGHT AND GO
 MD1936'NORTHEAST, PASSING THROUGH THE GATE FOR 30 METERS TO THE APRON.  TURN
 MD1936'LEFT AND GO NORTH FOR 75 METERS ACROSS THE APRON TO A TAXIWAY LEFT.
 MD1936'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING
 MD1936'TAXIWAY TO RUNWAY 05-23.  TURN RIGHT AND GO NORTH FOR 0.2 KM
 MD1936'(0.10 MI), CROSSING OVER RUNWAY 05-23 AND ON A CONNECTING TAXIWAY TO
 MD1936'THE STATION LEFT JUST AFTER CROSSING RUNWAY 09-27.
 MD1936'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1936'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 20.7 METERS IN A
 MD1936'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1936'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1936'LOCATED 15.6 M (51.2 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 0.5
 MD1936'METER SQUARE CONCRETE BURIED CABLE MARKER, 12.9 M (42.3 FT) NORTH FROM
 MD1936'THE NORTH EDGE 0F RUNWAY 09-27, 10.6 M (34.8 FT) WEST FROM THE
 MD1936'EXTENDED CENTER OF A CONNECTING TAXIWAY AND 1.0 M (3.3 FT) SOUTH FROM
 MD1936'A CARSONITE WITNESS POST.
 MD1936'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 MD1936'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MD1936
 MD1936                          STATION RECOVERY (1991)
 MD1936
 MD1936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MD1936'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) NOTHEAST OF THREE RIVERS,
 MD1936'AT THE THREE RIVERS MUNICIPAL/DR. HAINES AIRPORT, ON THE NORTH SIDE
 MD1936'AND NEAR THE CENTER OF RUNWAY 09-27.  OWNERSHIP---CITY OF THREE
 MD1936'RIVERS, C/O AIRPORT MANAGER JERRY WISEMAN, 18750 STATE HIGHWAY 60
 MD1936'EAST, THREE RIVERS, MI. 49093. PHONE (616) 279-6000.
 MD1936'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 MD1936'HIGHWAY 60, IN WESTERN THREE RIVERS, GO EASTERLY FOR 6.0 KM (3.7 MI)
 MD1936'ON HIGHWAY 60 TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 MD1936'(0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD RIGHT. TURN
 MD1936'RIGHT AND GO NORTHEAST FOR 60 METERS ON THE GRAVEL ROAD TO A GATE
 MD1936'RIGHT AND THE AIRPORT OFFICE ON THE LEFT.  TURN RIGHT AND GO
 MD1936'NORTHEAST PASSING THROUGH THE GATE FOR 30 METERS TO THE APRON.  TURN
 MD1936'LEFT AND GO NORTH FOR 75 METERS ACROSS THE APRON TO A TAXIWAY LEFT.
 MD1936'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.1 MI) ON THE CONNECTING
 MD1936'TAXIWAY TO RUNWAY 05-23.  TURN RIGHT AND GO NORTH FOR 0.2 KM
 MD1936'(0.1 MI) CROSSING OVER RUNWAY 05-23 AND ON A CONNECTING TAXIWAY TO
 MD1936'THE STATION LEFT JUST AFTER CROSSING RUNWAY 09-27.
 MD1936'LOCATED 15.6 M (51.2 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A 0.5
 MD1936'METER SQUARE CONCRETE BURIED CABLE MARKER, 12.9 M (42.3 FT) NORTH
 MD1936'FROM THE NORTH EDGE 0F RUNWAY 09-27, 10.6 M (34.8 FT) WEST FROM THE
 MD1936'EXTENDED CENTER OF A CONNECTING TAXIWAY AND 1.0 M (3.3 FT) SOUTH FROM
 MD1936'A CARSONITE WITNESS POST.
 MD1936
 MD1936                          STATION RECOVERY (1994)
 MD1936
 MD1936'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 MD1936'STATION IS LOCATED IN QUAD 410854.  IT IS ON THE THREE RIVERS EAST
 MD1936'QUADRANGLE MAP IN THE SOUTHEAST 1/4 OF SECTION 9, T-6-S, R-11-W,
 MD1936'LOCKPORT TOWNSHIP.  ABOUT 2.5 MI (4.0 KM) NORTHEAST OF THREE RIVERS,
 MD1936'8.5 MI (13.7 KM) NORTHEAST OF CONSTANTINE, 14.0 MI (22.5 KM) WEST OF
 MD1936'COLON AT THE HAINES AIRPORT.  TO OBTAIN PERMISSION TO GET ONTO AIRPORT
 MD1936'PROPERTY, CONTACT JOHN CONRAD, CONRAD AERO, TELEPHONE (616) 279-6000.
 MD1936'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 131 AND STATE HIGHWAY M-60
 MD1936'GO EASTERLY ALONG STATE HIGHWAY M-60 3.7 MI (6.0 KM) TO A PAVED ROAD
 MD1936'ON THE LEFT.  TURN LEFT AND GO NORTH ON AIRPORT ENTRANCE ROAD FOR 0.1
 MD1936'MI (0.2 KM) TO GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST
 MD1936'FOR 30.0 M (98.4 FT) TO APRON.  TURN LEFT AND GO NORTH FOR 75.0 M
 MD1936'(246.1 FT) ACROSS THE APRON TO TAXIWAY ON THE LEFT.  TURN LEFT AND GO
 MD1936'NORTHWEST ALONG CONNECTING TAXIWAY CROSSING RUNWAY 5-23 FOR 0.3 MI
 MD1936'(0.5 KM) .  CONTINUE ON TAXIWAY ACROSS RUNWAY 9-27 TO STATION NORTH OF
 MD1936'RUNWAY 9-27 AS DESCRIBED.  STATION IS 42.3 FT (12.9 M) NORTH FROM THE
 MD1936'NORTH EDGE OF RUNWAY 9-27, 34.8 FT (10.6 M) WEST FROM EXTENDED CENTER
 MD1936'OF EXTENDED TAXIWAY, 42.3 FT (12.9 M) NORTHEAST FROM NORTHEAST CORNER
 MD1936'OF CONCRETE PAD, 36.5 FT (11.1 M) NORTHWEST FROM A RUNWAY LIGHT, 3.3
 MD1936'FT (1.0 M) SOUTH FROM A BROKEN CARSONITE MARKER.
 MD1936
 MD1936                          STATION RECOVERY (1994)
 MD1936
 MD1936'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (TB)
 MD1936'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1937 ***********************************************************************
 MD1937  DESIGNATION -  HAINPORT AZ MK
 MD1937  PID         -  MD1937
 MD1937  STATE/COUNTY-  MI/ST JOSEPH
 MD1937  USGS QUAD   -  THREE RIVERS EAST (1982)
 MD1937
 MD1937                         *CURRENT SURVEY CONTROL
 MD1937  ___________________________________________________________________
 MD1937* NAD 83(1994)-  41 57 38.41270(N)    085 36 03.48904(W)     ADJUSTED  
 MD1937* NAVD 88     -       249.6    (meters)     819.     (feet)  GPS OBS   
 MD1937  ___________________________________________________________________
 MD1937  X           -     364,341.557 (meters)                     COMP
 MD1937  Y           -  -4,736,088.428 (meters)                     COMP
 MD1937  Z           -   4,242,501.186 (meters)                     COMP
 MD1937  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 MD1937  ELLIP HEIGHT-         216.51  (meters)          (07/17/02) GPS OBS
 MD1937  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 MD1937
 MD1937  HORZ ORDER  -  FIRST
 MD1937  ELLP ORDER  -  FOURTH    CLASS I
 MD1937
 MD1937.This mark is at Three Rivers Mun Dr Haines Airport (HAI)
 MD1937
 MD1937.The horizontal coordinates were established by GPS observations
 MD1937.and adjusted by the National Geodetic Survey in February 1997..
 MD1937
 MD1937.The orthometric height was determined by GPS observations and a
 MD1937.high-resolution geoid model.
 MD1937
 MD1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1937
 MD1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1937
 MD1937.The ellipsoidal height was determined by GPS observations
 MD1937.and is referenced to NAD 83.
 MD1937
 MD1937.The geoid height was determined by GEOID03.
 MD1937
 MD1937;                    North         East     Units Scale Factor Converg.
 MD1937;SPC MI S     -    51,921.482 3,897,674.142   MT  1.00003590   -0 50 23.9
 MD1937;SPC MI S     -   170,346.07 12,787,644.82   iFT  1.00003590   -0 50 23.9
 MD1937;UTM  16      - 4,646,355.999   615,936.967   MT  0.99976540   +0 56 07.9
 MD1937
 MD1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1937!SPC MI S     -   0.99996604  x   1.00003590  =   1.00000194
 MD1937!UTM  16      -   0.99996604  x   0.99976540  =   0.99973145
 MD1937
 MD1937:                Primary Azimuth Mark                     Grid Az
 MD1937:SPC MI S     -  HAINPORT                                 090 41 02.6
 MD1937:UTM  16      -  HAINPORT                                 088 54 30.8
 MD1937
 MD1937|---------------------------------------------------------------------|
 MD1937| PID    Reference Object                     Distance      Geod. Az  |
 MD1937|                                                           dddmmss.s |
 MD1937| MD1936 HAINPORT                            APPROX. 0.7 KM 0895038.7 |
 MD1937|---------------------------------------------------------------------|
 MD1937
 MD1937                          SUPERSEDED SURVEY CONTROL
 MD1937
 MD1937  ELLIP H (02/03/97)  216.53   (m)                       GP(       ) 4 1
 MD1937  NAD 83(1986)-  41 57 38.41615(N)    085 36 03.50489(W) AD(       ) 1
 MD1937  NAD 83(1986)-  41 57 38.41781(N)    085 36 03.47659(W) AD(       ) 3
 MD1937  NGVD 29 (03/27/91)  249.7    (m)          819.     (f) GPS OBS        
 MD1937
 MD1937.Superseded values are not recommended for survey control.
 MD1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1937.See file dsdata.txt to determine how the superseded data were derived.
 MD1937
 MD1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1593746356(NAD 83)
 MD1937_MARKER: I = METAL ROD
 MD1937_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1937_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1937_STAMPING: HAINPORT AZ MK 1989
 MD1937_MARK LOGO: NGS   
 MD1937_PROJECTION: FLUSH
 MD1937_MAGNETIC: I = MARKER IS A STEEL ROD
 MD1937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1937+SATELLITE: SATELLITE OBSERVATIONS - 1989
 MD1937_ROD/PIPE-DEPTH: 26.8 meters
 MD1937_SLEEVE-DEPTH  : 1.0 meters
 MD1937
 MD1937  HISTORY     - Date     Condition        Report By
 MD1937  HISTORY     - 1989     MONUMENTED       NGS
 MD1937
 MD1937                          STATION DESCRIPTION
 MD1937
 MD1937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1937'THE STATION IS LOCATED 4.0 KM (2.50 MI) NORTHEAST OF THREE RIVERS, AT
 MD1937'THE THREE RIVERS MUNICIPAL DR. HAINES AIRPORT, ALONG THE NORTH EDGE
 MD1937'AND NEAR THE WEST END OF RUNWAY 09-27.  OWNERSHIP---CITY OF THREE
 MD1937'RIVERS, C/O AIRPORT MANAGER JERRY WISEMAN, 18750 STATE HIGHWAY 60
 MD1937'EAST, THREE RIVERS MICHIGAN 49093.  PHONE IS (616) 279-6000.
 MD1937'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 MD1937'HIGHWAY 60, IN WESTERN THREE RIVERS, GO EASTERLY FOR 6.0 KM (3.75 MI)
 MD1937'ON HIGHWAY 60 TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 MD1937'(0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A GRAVEL ROAD RIGHT.  TURN
 MD1937'RIGHT AND GO NORTHEAST FOR 60 METERS ON THE GRAVEL ROAD TO A GATE
 MD1937'RIGHT AND THE AIRPORT OFFICE ON THE LEFT.  TURN RIGHT AND GO NORTHEAST
 MD1937'FOR 30 METERS, PASSING THROUGH THE GATE, TO THE APRON.  TURN LEFT AND
 MD1937'GO NORTH FOR 75 METERS ACROSS THE APRON TO A CONNECTING TAXIWAY LEFT.
 MD1937'TURN LEFT AND GO NORTHWEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING
 MD1937'TAXIWAY TO RUNWAY 05-23.  TURN RIGHT AND GO NORTH FOR 0.2 KM
 MD1937'(0.10 MI), PASSING OVER RUNWAY 05-23, ON A CONNECTING TAXIWAY TO
 MD1937'RUNWAY 09-27.  TURN LEFT AND GO WEST FOR 0.7 KM (0.45 MI) TO THE
 MD1937'STATION RIGHT JUST BEFORE REACHING THE WEST END OF THE RUNWAY.
 MD1937'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1937'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 26.8 METERS IN A
 MD1937'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER IN A PVC PIPE
 MD1937'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MD1937'33.2 M (108.9 FT) NORTHEAST FROM THE CENTER OF THE WEST END OF RUNWAY
 MD1937'09-27, 16.4 M (53.8 FT) WEST FROM THE SOUTHWEST SUPPORT LEG OF A VASI,
 MD1937'14.5 M (47.6 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 09-27 AND 0.9 M
 MD1937'(3.0 FT) SOUTH FROM A CARSONITE WITNESS POST.
 MD1937'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 MD1937'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0588 ***********************************************************************
 RK0588  DESIGNATION -  HAIRPIN
 RK0588  PID         -  RK0588
 RK0588  STATE/COUNTY-  MI/MARQUETTE
 RK0588  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0588
 RK0588                         *CURRENT SURVEY CONTROL
 RK0588  ___________________________________________________________________
 RK0588* NAD 83(1994)-  46 41 50.51568(N)    087 42 35.20135(W)     ADJUSTED  
 RK0588* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 RK0588  ___________________________________________________________________
 RK0588  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 RK0588  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 RK0588
 RK0588  HORZ ORDER  -  FIRST
 RK0588
 RK0588.The horizontal coordinates were established by classical geodetic methods
 RK0588.and adjusted by the National Geodetic Survey in February 1997..
 RK0588
 RK0588.The orthometric height was scaled from a topographic map.
 RK0588
 RK0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0588
 RK0588.The geoid height was determined by GEOID03.
 RK0588
 RK0588;                    North         East     Units Scale Factor Converg.
 RK0588;SPC MI N     -   212,979.154 7,945,717.656   MT  0.99992868   -0 30 46.9
 RK0588;SPC MI N     -   698,750.51 26,068,627.48   iFT  0.99992868   -0 30 46.9
 RK0588;UTM  16      - 5,171,778.938   445,734.854   MT  0.99963619   -0 30 59.6
 RK0588
 RK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0588!SPC MI N     -   0.99992563  x   0.99992868  =   0.99985431
 RK0588!UTM  16      -   0.99992563  x   0.99963619  =   0.99956185
 RK0588
 RK0588:                Primary Azimuth Mark                     Grid Az
 RK0588:SPC MI N     -  HAIRPIN AZ MK                            106 15 42.2
 RK0588:UTM  16      -  HAIRPIN AZ MK                            106 15 54.9
 RK0588
 RK0588|---------------------------------------------------------------------|
 RK0588| PID    Reference Object                     Distance      Geod. Az  |
 RK0588|                                                           dddmmss.s |
 RK0588| CJ2596 HAIRPIN AZ MK                                      1054455.3 |
 RK0588| CJ2597 HAIRPIN RM 1                         20.945 METERS 19523     |
 RK0588| RK0590 MULLIGAN                            APPROX. 6.8 KM 2145813.6 |
 RK0588| RK0587 HAIRPIN 1955 RM 2                    17.564 METERS 29603     |
 RK0588|---------------------------------------------------------------------|
 RK0588
 RK0588                          SUPERSEDED SURVEY CONTROL
 RK0588
 RK0588  NAD 83(1986)-  46 41 50.50811(N)    087 42 35.19669(W) AD(       ) 1
 RK0588  NAD 27      -  46 41 50.76900(N)    087 42 34.71900(W) AD(       ) 1
 RK0588
 RK0588.Superseded values are not recommended for survey control.
 RK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0588.See file dsdata.txt to determine how the superseded data were derived.
 RK0588
 RK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4573571779(NAD 83)
 RK0588_MARKER: DS = TRIANGULATION STATION DISK
 RK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0588
 RK0588  HISTORY     - Date     Condition        Report By
 RK0588  HISTORY     - 1955     MONUMENTED       CGS
 RK0588  HISTORY     - 1977     GOOD             NGS
 RK0588
 RK0588                          STATION DESCRIPTION
 RK0588
 RK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0588'THE STATION IS LOCATED IN SECTION 29, T.50N., R.27W., ABOUT 18 MILES
 RK0588'NORTHWEST OF MARQUETTE, 14 MILES NORTH OF ISHPEMING ON A WOODED HILL
 RK0588'NEAR THE HAIRPIN CURVE LOOKOUT TOWER.
 RK0588'
 RK0588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND
 RK0588'MARQUETTE COUNTY HIGHWAY 510, WHICH IS ABOUT 6.2 MILES WEST OF
 RK0588'MARQUETTE, GO NORTH ON HIGHWAY 510 FOR 15.4 MILES TO A GRAVEL ROAD
 RK0588'LEFT JUST BEFORE REACHING A HAIRPIN CURVE.  TURN LEFT, GO WEST
 RK0588'0.05 MILE TO TOP OF RIDGE AND AZIMUTH MARK ON RIGHT.  CONTINUE
 RK0588'WEST 0.85 MILES TO END OF GRAVEL ROAD AT LOOKOUT TOWER AND
 RK0588'STATION.
 RK0588'
 RK0588'THE STATION MARK, A STANDARD DISK STAMPED HAIRPIN 1955 IS SET IN A
 RK0588'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS 57.6 FEET EAST OF THE
 RK0588'CENTER OF THE LOOKOUT TOWER, 18 FEET NORTHEAST OF AN 18 INCH MAPLE
 RK0588'TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE AND 2 FEET
 RK0588'SOUTHWEST OF A WHITE WITNESS POST.
 RK0588'
 RK0588'REFERENCE MARK 1, A STANDARD DISK STAMPED HAIRPIN NO 1 1955 IS SET IN
 RK0588'A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES IS 3 FEET EAST OF A 12
 RK0588'INCH MAPLE TREE AND ABOUT 3 FEET LOWER THAN THE STATION MARK.
 RK0588'
 RK0588'REFERENCE MARK 2, A STANDARD DISK STAMPED HAIRPIN NO 2 1955 IS SET IN
 RK0588'A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES, IS SET IN THE CENTER OF
 RK0588'THE LOOKOUT TOWER ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 RK0588'
 RK0588'THE AZIMUTH MARK, A STANDARD DISK STAMPED HAIRPIN 1955 IS SET IN A
 RK0588'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES IS 16 FEET NORTH OF THE
 RK0588'CENTER LINE OF A GRAVEL ROAD, 1 FOOT WEST OF A WHITE WITNESS POST
 RK0588'IN A SMALL CLEARED AREA AT THE TOP OF A RIDGE.  THE MARK IS NOT
 RK0588'VISIBLE FROM THE GROUND AT THE STATION MARK AND WOULD REQUIRE AN
 RK0588'ENORMOUS AMOUNT OF CLEARING TO BE MADE SO.
 RK0588'
 RK0588'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0588
 RK0588                          STATION RECOVERY (1977)
 RK0588
 RK0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0588'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RK0588'CONDITION, THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED THE
 RK0588'ROAD HAS BEEN WIDENED WHERE THE DESCRIPTION SAID IT SHOULD HAVE
 RK0588'BEEN.  A NEW TO REACH FOLLOWS.
 RK0588'
 RK0588'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 28
 RK0588'AND COUNTY ROAD 502 (WEST OF MARQUETTE), GO NORTH-NORTHEAST ON COUNTY
 RK0588'ROAD 502 AND MIDEWAY DRIVE FOR 0.6 MILE TO A FORK AT COUNTY ROADS 502
 RK0588'AND 510.  KEEP RIGHT FORK AND GO NORTHERLY ON COUNTY ROAD 510 FOR
 RK0588'1.8 MILE TO A FORK.  KEEP RIGHT FORK AND GO FOR 0.4 MILE TO A
 RK0588'LARGE NARROW BRIDGE, CONTINUE AHEAD FOR 2.25 MILES TO A FORK (BASIN
 RK0588'DR.).  KEEP RIGHT FORK AND GO 0.15 MILE TO END OF SURFACED ROAD,
 RK0588'CONTINUE AHEAD FOR 7.5 MILES TO A SIDE ROAD LEFT.  CONTINUE AHEAD
 RK0588'FOR 2.75 MILES TO A CONCRETE BRIDGE, CONTINUE FOR 1.35 MILES TO A
 RK0588'YELLOW GATE ON THE LEFT. TURN LEFT PASS THROUGH GATE AND GO WEST
 RK0588'WESTERLY FOR 0.9 MILE TO THE HIGHEST PART OF HILL AND STATION EAST
 RK0588'OF LOOKOUT TOWER.  A FOUR-WHEEL DRIVE VEHICLE WILL BE NEEDED FOR THE
 RK0588'LAST 0.9 MILE AS THE ROAD IS WASHED IN A FEW PLACES AND STEEP.
 RK0588'
 RK0588'A 90 FT. TOWER WOULD BE REQUIRED AT THIS STATION.
 RK0588'
 RK0588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 14 MILES
 RK0588'NORTH OF ISHPEMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0587 ***********************************************************************
 RK0587  DESIGNATION -  HAIRPIN 1955 RM 2
 RK0587  PID         -  RK0587
 RK0587  STATE/COUNTY-  MI/MARQUETTE
 RK0587  USGS QUAD   -  NEGAUNEE NW (1996)
 RK0587
 RK0587                         *CURRENT SURVEY CONTROL
 RK0587  ___________________________________________________________________
 RK0587* NAD 83(1994)-  46 41 50.76551(N)    087 42 35.94406(W)     ADJUSTED  
 RK0587* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 RK0587  ___________________________________________________________________
 RK0587  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 RK0587  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 RK0587
 RK0587  HORZ ORDER  -  SECOND
 RK0587
 RK0587.The horizontal coordinates were established by classical geodetic methods
 RK0587.and adjusted by the National Geodetic Survey in February 1997..
 RK0587
 RK0587.The orthometric height was scaled from a topographic map.
 RK0587
 RK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0587
 RK0587.The geoid height was determined by GEOID03.
 RK0587
 RK0587;                    North         East     Units Scale Factor Converg.
 RK0587;SPC MI N     -   212,987.009 7,945,701.948   MT  0.99992869   -0 30 47.4
 RK0587;SPC MI N     -   698,776.28 26,068,575.94   iFT  0.99992869   -0 30 47.4
 RK0587;UTM  16      - 5,171,786.791   445,719.150   MT  0.99963621   -0 31 00.1
 RK0587
 RK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0587!SPC MI N     -   0.99992563  x   0.99992869  =   0.99985433
 RK0587!UTM  16      -   0.99992563  x   0.99963621  =   0.99956187
 RK0587
 RK0587                          SUPERSEDED SURVEY CONTROL
 RK0587
 RK0587  NAD 83(1986)-  46 41 50.75793(N)    087 42 35.93939(W) AD(       ) 2
 RK0587  NAD 27      -  46 41 51.01900(N)    087 42 35.46200(W) AD(       ) 2
 RK0587
 RK0587.Superseded values are not recommended for survey control.
 RK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0587.See file dsdata.txt to determine how the superseded data were derived.
 RK0587
 RK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4571971787(NAD 83)
 RK0587_MARKER: DS = TRIANGULATION STATION DISK
 RK0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0587+STABILITY: SURFACE MOTION
 RK0587
 RK0587  HISTORY     - Date     Condition        Report By
 RK0587  HISTORY     - 1955     MONUMENTED       CGS
 RK0587
 RK0587                          STATION DESCRIPTION
 RK0587
 RK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0587'THE STATION IS THE APEX OF THE METAL CABIN ATOP THE MICHIGAN
 RK0587'CONSERVATION DEPARTMENTS LOOKOUT TOWER THAT IS NAMED HAIRPIN CURVE
 RK0587'LOOKOUT TOWER AND IS LOCATED ON A WOODED HILL ABOUT 18 MILES
 RK0587'NORTHWEST OF MARQUETTE AND 14 MILES NORTH OF ISHPEMING IN SECTION 29,
 RK0587'T.50N., R.27W.
 RK0587'
 RK0587'REFERENCE MARK 2, A STANDARD DISK STAMPED HAIRPIN NO 2 1955 IS SET IN
 RK0587'A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES, IS SET IN THE CENTER OF
 RK0587'THE LOOKOUT TOWER ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 RK0587'
 RK0587'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HAIRPIN
 RK0587'1955, THE DISTANCE BEING 57.62 FEET OR 17.563 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0544 ***********************************************************************
 NE0544  DESIGNATION -  HAL
 NE0544  PID         -  NE0544
 NE0544  STATE/COUNTY-  MI/WAYNE
 NE0544  USGS QUAD   -  ROCKWOOD (1981)
 NE0544
 NE0544                         *CURRENT SURVEY CONTROL
 NE0544  ___________________________________________________________________
 NE0544* NAD 83(1986)-  42 06 53.     (N)    083 10 25.     (W)     SCALED    
 NE0544* NAVD 88     -       178.276  (meters)     584.89   (feet)  ADJUSTED  
 NE0544  ___________________________________________________________________
 NE0544  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0544  DYNAMIC HT  -         178.217 (meters)     584.70  (feet)  COMP
 NE0544  MODELED GRAV-     980,289.3   (mgal)                       NAVD 88
 NE0544
 NE0544  VERT ORDER  -  FIRST     CLASS 0
 NE0544
 NE0544.The horizontal coordinates were scaled from a topographic map and have
 NE0544.an estimated accuracy of +/- 6 seconds.
 NE0544
 NE0544.The orthometric height was determined by differential leveling
 NE0544.and adjusted by the National Geodetic Survey in June 1991..
 NE0544
 NE0544.The geoid height was determined by GEOID03.
 NE0544
 NE0544.The dynamic height is computed by dividing the NAVD 88
 NE0544.geopotential number by the normal gravity value computed on the
 NE0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0544.degrees latitude (g = 980.6199 gals.).
 NE0544
 NE0544.The modeled gravity was interpolated from observed gravity values.
 NE0544
 NE0544;                    North         East    Units  Estimated Accuracy
 NE0544;SPC MI S     -    68,980.    4,098,660.      MT  (+/- 180 meters Scaled)
 NE0544
 NE0544                          SUPERSEDED SURVEY CONTROL
 NE0544
 NE0544  NGVD 29 (??/??/92)  178.449  (m)          585.46   (f) ADJ UNCH    1 0
 NE0544
 NE0544.Superseded values are not recommended for survey control.
 NE0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0544.See file dsdata.txt to determine how the superseded data were derived.
 NE0544
 NE0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG203648(NAD 83)
 NE0544_MARKER: Z = SEE DESCRIPTION
 NE0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0544_SP_SET: IRON ROD
 NE0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0544
 NE0544  HISTORY     - Date     Condition        Report By
 NE0544  HISTORY     - 1948     MONUMENTED       USLS
 NE0544  HISTORY     - 1970     GOOD             USLS
 NE0544  HISTORY     - 19991023 GOOD             USPSQD
 NE0544
 NE0544                          STATION DESCRIPTION
 NE0544
 NE0544'DESCRIBED BY US LAKE SURVEY 1970
 NE0544'AT GROSSE ILE.
 NE0544'HAL IS IN LOWER PART OF THE DETROIT RIVER, ON THE WEST SIDE
 NE0544'OF GROSSE ILE, WAYNE COUNTY, MICHIGAN, ABOUT 0.8 MILES SOUTH
 NE0544'OF GROSSE ILE PARKWAY, ON PROPERTY AT 26482 WEST RIVER ROAD,
 NE0544'24 FEET EAST OF CENTERLINE OF THE ROAD, IN LINE WITH NORTH EDGE
 NE0544'OF TELEPHONE POLE AND WATER TANK AT THE MONSANTO CHEMICAL
 NE0544'COMPANY, 1.5 FEET WEST OF WEST FACE OF STONE BLOCK POST MARKING
 NE0544'SOUTHWEST CORNER OF THE HALEGON FARM, 1/4-FOOT BELOW THE GROUND
 NE0544'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON
 NE0544'ROD, 8 FEET LONG.  NOTE-- PREV. DESIG. BM HAL 1948
 NE0544
 NE0544                          STATION RECOVERY (1999)
 NE0544
 NE0544'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0323 ***********************************************************************
 PK0323  DESIGNATION -  HALE
 PK0323  PID         -  PK0323
 PK0323  STATE/COUNTY-  MI/IOSCO
 PK0323  USGS QUAD   -  HALE SE (1968)
 PK0323
 PK0323                         *CURRENT SURVEY CONTROL
 PK0323  ___________________________________________________________________
 PK0323* NAD 83(1994)-  44 18 46.06244(N)    083 48 14.66234(W)     ADJUSTED  
 PK0323* NAVD 88     -       256.1    (meters)     840.     (feet)  GPS OBS   
 PK0323  ___________________________________________________________________
 PK0323  X           -     493,387.634 (meters)                     COMP
 PK0323  Y           -  -4,544,719.254 (meters)                     COMP
 PK0323  Z           -   4,433,181.568 (meters)                     COMP
 PK0323  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 PK0323  ELLIP HEIGHT-         220.99  (meters)          (07/12/02) GPS OBS
 PK0323  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 PK0323
 PK0323  HORZ ORDER  -  FIRST
 PK0323  ELLP ORDER  -  FOURTH    CLASS I
 PK0323
 PK0323.The horizontal coordinates were established by classical geodetic methods
 PK0323.and adjusted by the National Geodetic Survey in February 1997..
 PK0323
 PK0323.The orthometric height was determined by GPS observations and a
 PK0323.high-resolution geoid model.
 PK0323
 PK0323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0323
 PK0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0323
 PK0323.The ellipsoidal height was determined by GPS observations
 PK0323.and is referenced to NAD 83.
 PK0323
 PK0323.The geoid height was determined by GEOID03.
 PK0323
 PK0323;                    North         East     Units Scale Factor Converg.
 PK0323;SPC MI C     -   110,847.094 6,044,884.188   MT  0.99997284   +0 23 50.7
 PK0323;SPC MI C     -   363,671.57 19,832,297.20   iFT  0.99997284   +0 23 50.7
 PK0323;UTM  17      - 4,910,439.631   276,368.148   MT  1.00021509   -1 57 34.8
 PK0323
 PK0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0323!SPC MI C     -   0.99996535  x   0.99997284  =   0.99993819
 PK0323!UTM  17      -   0.99996535  x   1.00021509  =   1.00018043
 PK0323
 PK0323:                Primary Azimuth Mark                     Grid Az
 PK0323:SPC MI C     -  HALE AZ MK                               000 42 17.8
 PK0323:UTM  17      -  HALE AZ MK                               003 03 43.3
 PK0323
 PK0323|---------------------------------------------------------------------|
 PK0323| PID    Reference Object                     Distance      Geod. Az  |
 PK0323|                                                           dddmmss.s |
 PK0323| PK0322 HALE AZ MK                          APPROX. 0.9 KM 0010608.5 |
 PK0323| CH1227 HALE RM 2                            26.940 METERS 02443     |
 PK0323| CH1226 HALE RM 1                            24.544 METERS 31014     |
 PK0323|---------------------------------------------------------------------|
 PK0323
 PK0323                          SUPERSEDED SURVEY CONTROL
 PK0323
 PK0323  ELLIP H (02/03/97)  221.00   (m)                       GP(       ) 4 1
 PK0323  NAD 83(1986)-  44 18 46.05194(N)    083 48 14.67089(W) AD(       ) 1
 PK0323  NAD 27      -  44 18 45.98510(N)    083 48 14.72027(W) AD(       ) 1
 PK0323  NGVD 29 (07/19/86)  254.7    (m)          836.     (f) VERT ANG       
 PK0323
 PK0323.Superseded values are not recommended for survey control.
 PK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0323.See file dsdata.txt to determine how the superseded data were derived.
 PK0323
 PK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7636810440(NAD 83)
 PK0323_MARKER: DH = HORIZONTAL CONTROL DISK
 PK0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0323_SP_SET: CONCRETE POST
 PK0323_STAMPING: HALE 1981
 PK0323_MARK LOGO: NGS   
 PK0323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0323+STABILITY: SURFACE MOTION
 PK0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0323+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0323
 PK0323  HISTORY     - Date     Condition        Report By
 PK0323  HISTORY     - 1981     MONUMENTED       NGS
 PK0323  HISTORY     - 1981     GOOD             NGS
 PK0323  HISTORY     - 19910502 GOOD             USFS
 PK0323  HISTORY     - 19940504 GOOD             MIDT
 PK0323  HISTORY     - 20060114 GOOD             USPSQD
 PK0323
 PK0323                          STATION DESCRIPTION
 PK0323
 PK0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0323'THE STATION IS LOCATED ABOUT 35.5 KM (22 MI) EAST OF WEST
 PK0323'BRANCH, 21 KM (13 MI) WEST OF TAWAS CITY, 4 KM (2-1/2 MI)
 PK0323'NORTH OF STATE HIGHWAY 55 AND IN THE SE1/4,S10,T22N,R5E OF
 PK0323'RENO TOWNSHIP.
 PK0323'OWNERSHIP--MR ROGER MOTT, 6892 WEST SPARTON ROAD,
 PK0323'WHITTEMORE MI 48770, TELEPHONE NUMBER 517-756-5701.
 PK0323'
 PK0323'TO REACH THE STATION FROM THE POST OFFICE IN HALE, GO WEST
 PK0323'ON ESMOND ROAD FOR 0.2 KM (0.1 MI) TO A CROSSROAD, STATE
 PK0323'HIGHWAY 65.  TURN LEFT AND GO SOUTH ON STATE HIGHWAY 65
 PK0323'FOR 6.1 KM (3.8 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 PK0323'CONTINUE SOUTH FOR 0.9 KM (0.55 MI) TO A CROSSROAD AND THE
 PK0323'STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 PK0323'
 PK0323'THE STATION IS A STANDARD NGS DISK
 PK0323'STAMPED---HALE 1981---,
 PK0323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0323'RECESSED 35 CM BELOW THE GROUND.  IT IS LOCATED
 PK0323'34.4 METERS (113 FT) SOUTH FROM THE CENTER OF A ROAD,
 PK0323'29.6 METERS (97.0 FT) WEST FROM THE CENTER OF HIGHWAY 65, AND
 PK0323'7.40 METERS (24.3 FT) NORTHEAST FROM A FENCELINE.
 PK0323'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PK0323'STAMPED---HALE 1981---,
 PK0323'SET INTO AN IRREGULAR MASS OF CONCRETE 1.6 METERS BELOW THE SURFACE.
 PK0323'
 PK0323'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PK0323'STAMPED---HALE NO 1 1981---,
 PK0323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0323'FLUSH WITH GROUND.  IT IS LOCATED
 PK0323'18.2 METERS (59.7 FT) SOUTH FROM THE CENTER OF THE ROAD,
 PK0323'10.0 METERS (32.8 FT) SOUTHEAST FROM A FENCE CORNER, AND
 PK0323'0.65 METER (2.1 FT) NORTHEAST FROM THE FENCE.
 PK0323'MARK IS LEVEL WITH STATION.
 PK0323'
 PK0323'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PK0323'STAMPED---HALE NO 2 1981---,
 PK0323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0323'FLUSH WITH GROUND.  IT IS LOCATED
 PK0323'18.5 METERS (60.7 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 PK0323'9.6 METERS (31.5 FT) SOUTH FROM THE CENTER OF THE ROAD,
 PK0323'0.30 METER (1.0 FT) NORTHWEST FROM A TELEPHONE POLE, AND
 PK0323'0.30 METER (1.0 FT) SOUTHEAST FROM A METAL WITNESS POST.
 PK0323'MARK IS BELOW STATION 0.15 METERS.
 PK0323'
 PK0323'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS DISK
 PK0323'STAMPED---HALE 1981---,
 PK0323'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0323'FLUSH WITH GROUND.  IT IS LOCATED
 PK0323'25.3 METERS (83 FT) NORTH FROM THE EXTENDED CENTER OF ANDERSON
 PK0323'ROAD AND A TELEPHONE POLE,
 PK0323'17.4 METERS (57 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 PK0323'4.75 METERS (15.6 FT) SOUTH FROM THE CENTER OF A DOUBLE GATE, AND
 PK0323'0.75 METER (2.5 FT) EAST FROM A METAL WITNESS POST IN A FENCE.
 PK0323'
 PK0323'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.6 METERS.
 PK0323'
 PK0323'DESCRIBED BY R.T. WOODRUFF.
 PK0323
 PK0323                          STATION RECOVERY (1981)
 PK0323
 PK0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PK0323'RECOVERED IN GOOD CONDITION.
 PK0323
 PK0323                          STATION RECOVERY (1991)
 PK0323
 PK0323'RECOVERY NOTE BY US FOREST SERVICE 1991
 PK0323'THE ORIGINAL DESCRIPTION FROM 1981 IS STILL VERY GOOD.
 PK0323
 PK0323                          STATION RECOVERY (1994)
 PK0323
 PK0323'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 PK0323'STATION IS LOCATED IN QUAD 440833 AND ON HALE SOUTHEAST QUADRANGLE
 PK0323'MAP.  IT IS IN THE SOUTHEAST 1/4 OF SECTION 10, T-22-N, R-5-E, IN RENO
 PK0323'TOWNSHIP.  ABOUT 22.0 MI (35.4 KM) EAST FROM WEST BRANCH, 13.0 MI
 PK0323'(20.9 KM) WEST FROM TAWAS CITY, AND 2.5 MI (4.0 KM) NORTH FROM STATE
 PK0323'HIGHWAY 55.  OWNERSHIP---MR ROGER MOTT, 6892 WEST SPARTON ROAD,
 PK0323'WHITTEMORE MI 48770, TELEPHONE NUMBER (517) 756-5701.  TO REACH THE
 PK0323'THE STATION FROM THE POST OFFICE IN HALE, GO WEST 0.1 MI (0.2 KM)
 PK0323'ALONG ESMOND ROAD TO A CROSSROAD, STATE HIGHWAY M-65.  TURN LEFT AND
 PK0323'GO SOUTH 4.5 MI (7.2 KM) ALONG STATE HIGHWAY M-65 TO A CROSSROAD, OLD
 PK0323'STATE ROAD, AND STATION ON THE RIGHT IN THE SOUTHWEST QUADRANT OF THIS
 PK0323'INTERSECTION.  STATION IS 113.0 FT (34.4 M) SOUTH FROM THE CENTER OF
 PK0323'OLD STATE ROAD, 97.0 FT (29.6 M) WEST FROM THE CENTER OF PAVEMENT OF
 PK0323'STATE HIGHWAY M-65, 90.6 FT (27.6 M) SOUTHWEST FROM TOP CENTER OF 2.0
 PK0323'FT (0.6 M) DIAMETER CONCRETE CULVERT, 88.4 FT (26.9 M) SOUTHWEST FROM
 PK0323'DAMAGED REFERENCE MARK NUMBER 2, AND 1.0 FEET (0.3 M) NORTHEAST FROM
 PK0323'CARSONITE WITNESS POST.
 PK0323
 PK0323                          STATION RECOVERY (2006)
 PK0323
 PK0323'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0323'WITNESS POST IS BENT IN HALF AT A 45 DEGREE ANGLE AND SPLINTERING AT
 PK0323'THE BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0322 ***********************************************************************
 PK0322  DESIGNATION -  HALE AZ MK
 PK0322  PID         -  PK0322
 PK0322  STATE/COUNTY-  MI/IOSCO
 PK0322  USGS QUAD   -  HALE SE (1968)
 PK0322
 PK0322                         *CURRENT SURVEY CONTROL
 PK0322  ___________________________________________________________________
 PK0322* NAD 83(1994)-  44 19 14.68138(N)    083 48 13.89526(W)     ADJUSTED  
 PK0322* NAVD 88     -       256.7    (meters)     842.     (feet)  GPS OBS   
 PK0322  ___________________________________________________________________
 PK0322  X           -     493,337.975 (meters)                     COMP
 PK0322  Y           -  -4,544,104.336 (meters)                     COMP
 PK0322  Z           -   4,433,814.084 (meters)                     COMP
 PK0322  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 PK0322  ELLIP HEIGHT-         221.65  (meters)          (07/17/02) GPS OBS
 PK0322  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0322
 PK0322  HORZ ORDER  -  SECOND
 PK0322  ELLP ORDER  -  FOURTH    CLASS I
 PK0322
 PK0322.The horizontal coordinates were established by classical geodetic methods
 PK0322.and adjusted by the National Geodetic Survey in February 1997..
 PK0322.No horizontal observational check was made to the station.
 PK0322
 PK0322.The orthometric height was determined by GPS observations and a
 PK0322.high-resolution geoid model.
 PK0322
 PK0322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0322
 PK0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0322
 PK0322.The ellipsoidal height was determined by GPS observations
 PK0322.and is referenced to NAD 83.
 PK0322
 PK0322.The geoid height was determined by GEOID03.
 PK0322
 PK0322;                    North         East     Units Scale Factor Converg.
 PK0322;SPC MI C     -   111,730.525 6,044,895.058   MT  0.99997133   +0 23 51.3
 PK0322;SPC MI C     -   366,569.96 19,832,332.87   iFT  0.99997133   +0 23 51.3
 PK0322;UTM  17      - 4,911,322.082   276,415.355   MT  1.00021483   -1 57 35.3
 PK0322
 PK0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0322!SPC MI C     -   0.99996525  x   0.99997133  =   0.99993658
 PK0322!UTM  17      -   0.99996525  x   1.00021483  =   1.00018007
 PK0322
 PK0322                          SUPERSEDED SURVEY CONTROL
 PK0322
 PK0322  ELLIP H (02/03/97)  221.67   (m)                       GP(       ) 4 1
 PK0322  NAD 83(1986)-  44 19 14.67087(N)    083 48 13.90362(W) AD(       ) 2
 PK0322  NAD 27      -  44 19 14.60419(N)    083 48 13.95329(W) AD(       ) 2
 PK0322  NGVD 29 (03/27/91)  257.7    (m)          845.     (f) GPS OBS        
 PK0322
 PK0322.Superseded values are not recommended for survey control.
 PK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0322.See file dsdata.txt to determine how the superseded data were derived.
 PK0322
 PK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7641511322(NAD 83)
 PK0322_MARKER: DZ = AZIMUTH MARK DISK
 PK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0322_SP_SET: CONCRETE POST
 PK0322_STAMPING: HALE 1981
 PK0322_MARK LOGO: NGS   
 PK0322_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0322+STABILITY: SURFACE MOTION
 PK0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0322+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0322
 PK0322  HISTORY     - Date     Condition        Report By
 PK0322  HISTORY     - 1981     MONUMENTED       NGS
 PK0322  HISTORY     - 1981     GOOD             NGS
 PK0322  HISTORY     - 19890812 GOOD             NGS
 PK0322  HISTORY     - 19910626 GOOD             NGS
 PK0322  HISTORY     - 20060114 GOOD             USPSQD
 PK0322
 PK0322                          STATION DESCRIPTION
 PK0322
 PK0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0322'THE STATION IS LOCATED 35.5 KM (22 MI) EAST OF WEST BRANCH,
 PK0322'21 KM (13 MI) WEST OF TAWAS CITY, 4.5 KM (3 MI) NORTH OF STATE
 PK0322'HIGHWAY 55 AND IN THE SE1/4,S3,T22N,R5E OF RENO TOWNSHIP.
 PK0322'OWNERSHIP--MICHIGAN DEPT OF STATE HIGHWAYS, P.O. BOX DRAWER K,
 PK0322'LANSING MI 48904, TELEPHONE NUMBER 517-373-2120.
 PK0322'
 PK0322'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL
 PK0322'COMMUNITY OF HALE, GO WEST ON ESMOND ROAD FOR 0.1 KM (0.1 MI)
 PK0322'TO A CROSSROAD, STATE HIGHWAY 65.  TURN LEFT AND GO SOUTH ON
 PK0322'HIGHWAY 65 FOR 6.1 KM (3.8 MI) TO A SIDE ROAD LEFT AND THE
 PK0322'STATION ON THE RIGHT.
 PK0322'
 PK0322'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK
 PK0322'STAMPED---HALE 1981---,
 PK0322'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0322'FLUSH WITH GROUND.  IT IS LOCATED
 PK0322'25.3 METERS (83 FT) NORTH FROM THE EXTENDED CENTER OF
 PK0322'ANDERSON ROAD AND A TELEPHONE POLE,
 PK0322'17.4 METERS (57 FT) WEST FROM THE CENTER OF THE HIGHWAY,
 PK0322'4.75 METERS (15.6 FT) SOUTH FROM THE CENTER OF A DOUBLE GATE, AND
 PK0322'0.75 METER (2.5 FT) EAST FROM A METAL WITNESS POST IN A FENCE.
 PK0322'THE UNDERGROUND MDRK IS A STANDARD NGS AZIMUTH MARK DISK
 PK0322'STAMPED---HALE 1981---,
 PK0322'SET INTO AN IRREGULAR MASS OF CONCRETE 1.3 METERS BELOW THE SURFACE.
 PK0322'
 PK0322'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 PK0322'
 PK0322'DESCRIBED BY R.T. WOODRUFF.
 PK0322
 PK0322                          STATION RECOVERY (1981)
 PK0322
 PK0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 PK0322'RECOVERED IN GOOD CONDITION.
 PK0322
 PK0322                          STATION RECOVERY (1989)
 PK0322
 PK0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PK0322'THE STATION IS LOCATED ABOUT 21.0 KM (13.05 MI) WEST-NORTHWEST OF
 PK0322'TAWAS CITY, 6.4 KM (4.00 MI) SOUTH OF HALE AND 4.5 KM (2.80 MI) NORTH
 PK0322'OF STATE HIGHWAY 55.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 PK0322'TRANSPORTATION.
 PK0322'TO REACH THE STATION FROM THE POST OFFICE IN HALE, GO WEST ON ESMOND
 PK0322'ROAD FOR 0.11 KM (0.05 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 PK0322'STATE HIGHWAY 65 FOR 6.41 KM (4.00 MI) TO ANDERSON ROAD ON THE LEFT
 PK0322'AND THE STATION ON THE RIGHT.
 PK0322'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 PK0322'MONUMENT 30 CM IN DIAMETER RECESSED 12 CM BELOW THE GROUND.  LOCATED
 PK0322'25.3 M (83.0 FT) NORTH OF THE EXTENDED CENTER OF ANDERSON ROAD, 17.4 M
 PK0322'(57.1 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 65, 4.8 M (15.7 FT)
 PK0322'SOUTH OF THE CENTER OF A FIELD ROAD AND DOUBLE GATE AND 0.75 M
 PK0322'(2.5 FT) EAST OF A FENCE AND METAL WITNESS POST.
 PK0322'DESCRIBED BY E.J. HANSMANN.
 PK0322
 PK0322                          STATION RECOVERY (1991)
 PK0322
 PK0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PK0322'THE STATION IS LOCATED ABOUT 21.0 KM (13.0 MI) WEST-NORTHWEST OF TAWAS
 PK0322'CITY, 6.4 KM (4.0 MI) SOUTH OF HALE AND 4.5 KM (2.8 MI) NORTH OF
 PK0322'STATE HIGHWAY 55.  OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 PK0322'TO REACH THE STATION FROM THE POST OFFICE IN HALE, GO WEST ON ESMOND
 PK0322'ROAD FOR 0.11 KM (0.07 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 PK0322'STATE HIGHWAY 65 FOR 6.41 KM (3.98 MI) TO ANDERSON ROAD ON THE LEFT
 PK0322'AND THE STATION ON THE RIGHT.
 PK0322'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE
 PK0322'MONUMENT 30 CM IN DIAMETER RECESSED 12 CM BELOW THE GROUND.  LOCATED
 PK0322'25.3 M (83.0 FT) NORTH OF THE EXTENDED CENTER OF ANDERSON ROAD, 17.4
 PK0322'M (57.1 FT) WEST OF THE CENTER OF STATE HIGHWAY 65, 4.8 M (15.7 FT)
 PK0322'SOUTH OF THE CENTER OF A FIELD ROAD AND DOUBLE GATE AND 0.75 M
 PK0322'(2.46 FT) EAST OF A FENCE AND METAL WITNESS POST.
 PK0322
 PK0322                          STATION RECOVERY (2006)
 PK0322
 PK0322'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0267 ***********************************************************************
 QL0267  DESIGNATION -  HALL
 QL0267  PID         -  QL0267
 QL0267  STATE/COUNTY-  MI/MENOMINEE
 QL0267  USGS QUAD   -  CEDAR RIVER (1989)
 QL0267
 QL0267                         *CURRENT SURVEY CONTROL
 QL0267  ___________________________________________________________________
 QL0267* NAD 83(1986)-  45 24 42.     (N)    087 21 14.     (W)     SCALED    
 QL0267* NAVD 88     -       178.582  (meters)     585.90   (feet)  ADJUSTED  
 QL0267  ___________________________________________________________________
 QL0267  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 QL0267  DYNAMIC HT  -         178.570 (meters)     585.86  (feet)  COMP
 QL0267  MODELED GRAV-     980,548.4   (mgal)                       NAVD 88
 QL0267
 QL0267  VERT ORDER  -  FIRST     CLASS 0
 QL0267
 QL0267.The horizontal coordinates were scaled from a topographic map and have
 QL0267.an estimated accuracy of +/- 6 seconds.
 QL0267
 QL0267.The orthometric height was determined by differential leveling
 QL0267.and adjusted by the National Geodetic Survey in June 1991..
 QL0267
 QL0267.The geoid height was determined by GEOID03.
 QL0267
 QL0267.The dynamic height is computed by dividing the NAVD 88
 QL0267.geopotential number by the normal gravity value computed on the
 QL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0267.degrees latitude (g = 980.6199 gals.).
 QL0267
 QL0267.The modeled gravity was interpolated from observed gravity values.
 QL0267
 QL0267;                    North         East    Units  Estimated Accuracy
 QL0267;SPC MI N     -    69,900.    7,972,300.      MT  (+/- 180 meters Scaled)
 QL0267
 QL0267                          SUPERSEDED SURVEY CONTROL
 QL0267
 QL0267.No superseded survey control is available for this station.
 QL0267
 QL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR723287(NAD 83)
 QL0267_MARKER: Q = CHISELED SQUARE
 QL0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0267_SP_SET: BUILDING
 QL0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0267
 QL0267  HISTORY     - Date     Condition        Report By
 QL0267  HISTORY     - UNK      MONUMENTED       USLS
 QL0267  HISTORY     - 1972     GOOD             NGS
 QL0267  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0267  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 QL0267
 QL0267                          STATION DESCRIPTION
 QL0267
 QL0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0267'AT CEDAR RIVER.
 QL0267'AT CEDAR RIVER, ABOUT 0.25 MILE SOUTHWEST OF THE SOUTHWEST END
 QL0267'OF THE 350 -FOOT LONG BRIDGE OVER CEDAR RIVER, ABOUT 25 YARDS
 QL0267'SOUTHWEST OF THE POST OFFICE BUILDING, A 1-INCH OUTLINED SQUARE
 QL0267'ON THE TOP OF THE WEST CORNER OF THE CONCRETE LANDING AT THE
 QL0267'FRONT ENTRANCE TO THE TOWN HALL, 32.3 FEET SOUTHEAST OF THE
 QL0267'CENTER LINE OF THE HIGHWAY, 13.8 FEET NORTH OF THE WEST CORNER OF
 QL0267'THE BUILDING, 2.2 FEET NORTHWEST OF THE WEST CORNER OF THE
 QL0267'BOTTOM STEP AT ENTRANCE TO BUILDING AND ABOUT LEVEL WITH THE
 QL0267'HIGHWAY.  SECTION 23, T 35 N, R 25 W.
 QL0267
 QL0267                          STATION RECOVERY (1990)
 QL0267
 QL0267'RECOVERY NOTE BY US POWER SQUADRON 1990 (GS)
 QL0267'MARK NOT FOUND.
 QL0267
 QL0267                          STATION RECOVERY (1995)
 QL0267
 QL0267'RECOVERY NOTE BY US POWER SQUADRON 1995
 QL0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1493 ***********************************************************************
 NE1493  DESIGNATION -  HAMBURG
 NE1493  PID         -  NE1493
 NE1493  STATE/COUNTY-  MI/LIVINGSTON
 NE1493  USGS QUAD   -  HAMBURG (1983)
 NE1493
 NE1493                         *CURRENT SURVEY CONTROL
 NE1493  ___________________________________________________________________
 NE1493* NAD 83(1994)-  42 27 35.14656(N)    083 47 28.73414(W)     ADJUSTED  
 NE1493* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 NE1493  ___________________________________________________________________
 NE1493  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 NE1493  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NE1493
 NE1493  HORZ ORDER  -  FIRST
 NE1493
 NE1493.The horizontal coordinates were established by classical geodetic methods
 NE1493.and adjusted by the National Geodetic Survey in February 1997..
 NE1493
 NE1493.The orthometric height was scaled from a topographic map.
 NE1493
 NE1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1493
 NE1493.The geoid height was determined by GEOID03.
 NE1493
 NE1493;                    North         East     Units Scale Factor Converg.
 NE1493;SPC MI S     -   106,769.822 4,047,320.167   MT  0.99993426   +0 23 29.6
 NE1493;SPC MI S     -   350,294.69 13,278,609.47   iFT  0.99993426   +0 23 29.6
 NE1493;UTM  17      - 4,704,600.800   270,493.255   MT  1.00024812   -1 53 06.6
 NE1493
 NE1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1493!SPC MI S     -   0.99995632  x   0.99993426  =   0.99989059
 NE1493!UTM  17      -   0.99995632  x   1.00024812  =   1.00020443
 NE1493
 NE1493:                Primary Azimuth Mark                     Grid Az
 NE1493:SPC MI S     -  MILFORD GMC PROVING GROUND TK            036 44 28.4
 NE1493:UTM  17      -  MILFORD GMC PROVING GROUND TK            039 01 04.6
 NE1493
 NE1493|---------------------------------------------------------------------|
 NE1493| PID    Reference Object                     Distance      Geod. Az  |
 NE1493|                                                           dddmmss.s |
 NE1493| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.15.3 KM 0370758.0 |
 NE1493| NE1494 ST PATRICK CATH CHURCH SPIRE        APPROX.11.8 KM 1634330.9 |
 NE1493| NE1466 ANN ARBOR COLL POWER PLANT STK      APPROX.20.4 KM 1664238.6 |
 NE1493| NE1496 N ANN ARBOR BARTON HILLS GC TK      APPROX.15.4 KM 1720543.3 |
 NE1493| NE1666 HAMBURG RM 1                         11.100 METERS 18215     |
 NE1493| NE1500 RADIO STATION WUOM MAST             APPROX.11.6 KM 2400708.6 |
 NE1493| CH0273 HAMBURG AZ MK                                      2473927.8 |
 NE1493| NE1501 PINCKNEY ST MARY CATH CH CROSS      APPROX.12.4 KM 2701941.1 |
 NE1493| NE1667 HAMBURG RM 2                         10.439 METERS 29349     |
 NE1493|---------------------------------------------------------------------|
 NE1493
 NE1493                          SUPERSEDED SURVEY CONTROL
 NE1493
 NE1493  NAD 83(1986)-  42 27 35.14865(N)    083 47 28.75926(W) AD(       ) 1
 NE1493  NAD 27      -  42 27 35.02600(N)    083 47 28.96800(W) AD(       ) 1
 NE1493
 NE1493.Superseded values are not recommended for survey control.
 NE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1493.See file dsdata.txt to determine how the superseded data were derived.
 NE1493
 NE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7049304601(NAD 83)
 NE1493_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1493_SP_SET: SQUARE CONCRETE MONUMENT
 NE1493_STAMPING: HAMBURG 1932
 NE1493_MARK LOGO: CGS   
 NE1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1493+STABILITY: SURFACE MOTION
 NE1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1493+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1983
 NE1493
 NE1493  HISTORY     - Date     Condition        Report By
 NE1493  HISTORY     - 1932     MONUMENTED       CGS
 NE1493  HISTORY     - 1932     GOOD             CGS
 NE1493  HISTORY     - 1949     SEE DESCRIPTION  CGS
 NE1493  HISTORY     - 1969     SEE DESCRIPTION  CGS
 NE1493  HISTORY     - 1969     SEE DESCRIPTION  MSHD
 NE1493  HISTORY     - 1981     GOOD             MIDH
 NE1493  HISTORY     - 19830509 GOOD             NGS
 NE1493  HISTORY     - 19990215 MARK NOT FOUND   USPSQD
 NE1493
 NE1493                          STATION DESCRIPTION
 NE1493
 NE1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1493'ABOUT 13 MILES NORTH BY WEST OF ANN ARBOR, 1 MILE NORTH-NORTHEAST OF
 NE1493'HAMBURG, ON WELL-DEFINED HIGH POINT OF BRUSHY
 NE1493'HILL ON PROPERTY OF FRANK L. DOWNING, AND ABOUT 50 YARDS NORTH
 NE1493'OF OLD GRAVEL PIT.  SIDES AND TOP
 NE1493'OF HILL ARE COVERED WITH SCRUB TREES AND BUSHES.
 NE1493'TO REACH FROM HAMBURG POST OFFICE, GO NORTH ABOUT
 NE1493'0.3 MILE ON MAIN STREET TO
 NE1493'JUNCTION WITH ROUTE M-36, TURN LEFT (NORTH) ONTO ROUTE M-36, PROCEED
 NE1493'0.3 MILE TO POINT WHERE
 NE1493'HIGHWAY TURNS LEFT, KEEP STRAIGHT AHEAD 0.3 MILE ON COUNTY ROUTE
 NE1493'441 TO GRAY TWO-STORY HOUSE ON
 NE1493'RIGHT-HAND SIDE OF ROAD, GO THROUGH BARNYARD,
 NE1493'FOLLOW OLD ROAD ABOUT 1/4 MILE TO OLD GRAVEL PIT,
 NE1493'FOLLOW AROUND GRAVEL PIT TO RIGHT,
 NE1493'AND CONTINUE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 NE1493'STANDARD DISK STATION
 NE1493'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES.
 NE1493'REFERENCE AND AZIMUTH MARKS ARE
 NE1493'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 NE1493'NO. 1 PROJECTS 6 INCHES, AND IS 36.42 FEET (SLOPE)
 NE1493'FROM STATION IN AZIMUTH 2 DEG 15 MIN.
 NE1493'NO. 2 PROJECTS 6 INCHES, AND IS 34.25 FEET (SLOPE) FROM STATION IN
 NE1493'AZIMUTH 113 DEG 49 MIN.  AZIMUTH MARK
 NE1493'PROJECTS 2 INCHES, IS 32 FEET WEST OF NORTH-AND-SOUTH GRAVEL ROAD
 NE1493'(COUNTY ROUTE 441), IN SMALL
 NE1493'GRASS-COVERED ISLAND FORMED BY T-ROAD FROM WEST
 NE1493'WHICH BRANCHES IN SHAPE OF Y TO MEET
 NE1493'NORTH-AND-SOUTH ROAD, 14 FEET NORTH OF TELEPHONE
 NE1493'POLE, ABOUT 0.1 MILE SOUTH OF DOWNINGS HOUSE, AND
 NE1493'APPROXIMATELY 0.35
 NE1493'MILE FROM STATION IN AZIMUTH 67 DEG 39 MIN 28 SEC.  AZIMUTH FROM
 NE1493'STATION TO DODGE BROS.  ESTATE, BLACK
 NE1493'TANK, YELLOW TOP, DISTANT ABOUT 8 MILES, IS 217 DEG 07 MIN 59 SEC.
 NE1493
 NE1493                          STATION RECOVERY (1932)
 NE1493
 NE1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 NE1493'RECOVERED IN GOOD CONDITION.
 NE1493
 NE1493                          STATION RECOVERY (1949)
 NE1493
 NE1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 NE1493'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 NE1493'FOUND IN VERY GOOD
 NE1493'CONDITION.  DISTANCE TO THE REFERENCE MARKS WERE CHECKED AND FOUND
 NE1493'TO BE CORRECT.  THE AZIMUTH MARK WAS
 NE1493'NOT OBSERVED ON AT THIS TIME DUE TO TOPING SERVERAL TREES.
 NE1493'
 NE1493'DISTANCE AND DIRECTION TO THE REFERENCE MARKS AND VISIBLE OBJECTS.
 NE1493'
 NE1493'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 NE1493
 NE1493                          STATION RECOVERY (1969)
 NE1493
 NE1493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 NE1493'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD IN GOOD
 NE1493'CONDITION.  A SEARCH WAS
 NE1493'MADE FOR THE AZIMUTH MARK BUT IT IS THOUGHT TO EITHER BE
 NE1493'DESTROYED OR PAVED OVER DURING
 NE1493'THE CONSTRUCTION OF A NEW INTERSECTION.
 NE1493'THE HILL IS NOW COVERED BY TREES AND BRUSH AND IT
 NE1493'WOULD TAKE AN AWFUL
 NE1493'LOT OF CLEARING TO SEE AN AZIMUTH MARK FROM THE STATION.
 NE1493'
 NE1493'THE STATION MARK IS 21 FEET SOUTHEAST OF A 12 INCH OAK TREE, 22
 NE1493'FEET NORTH OF AN 8
 NE1493'INCH HICKORY TREE, ON THE HIGHEST POINT OF THE HILL
 NE1493'AND IN THE CENTER OF A DIM TRAIL.
 NE1493'THE MONUMENT PROJECTS 6 INCHES AND
 NE1493'THE DISK IS STAMPED HAMBURG 1932.  NOTE 1A 7A
 NE1493'
 NE1493'REFERENCE MARK 1 IS 14 FEET SOUTH OF THE HICKORY TREE AND 18 FEET
 NE1493'NORTHWEST OF A 10
 NE1493'INCH OAK TREE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 NE1493'DISK IS STAMPED HAMBURG NO 1 1932.
 NE1493'(NOTE 11A)
 NE1493'
 NE1493'REFERENCE MARK 2 IS 6 FEET EAST OF A 10 INCH OAK TREE, 18 FEET
 NE1493'WEST OF THE TRAIL
 NE1493'AND ON THE WEST SLOPE OF THE HILL.  THE MONUMENT
 NE1493'PROJECTS 3 INCHES AND THE DISK IS
 NE1493'STAMPED HAMBURG NO 2 1932.  (NOTE 11A)
 NE1493'
 NE1493'TO REACH THE STATION FROM THE POST OFFICE IN HAMBURG, GO NORTH
 NE1493'AND EAST ON MAIN
 NE1493'STREET FOR 0.3 MILE TO THE JUNCTION WITH STATE HIGHWAY
 NE1493'36.  TURN LEFT AND GO NORTH ON
 NE1493'HIGHWAY 36 FOR 0.25 MILE TO A ROAD FORK.
 NE1493'TAKE THE RIGHT FORK AND CONTINUE NORTH FOR 0.25
 NE1493'MILE TO A TRACK ROAD
 NE1493'RIGHT JUST BEFORE REACHING A BARN ON THE RIGHT.  TURN RIGHT ON THE
 NE1493'TRACK ROAD AND GO
 NE1493'EAST AND NORTH FOR 0.35 MILE TO A GRAVEL PIT AND THE STATION
 NE1493'ABOUT 200 FEET NORTH OF THE
 NE1493'NORTH EDGE OF THE PIT.
 NE1493'
 NE1493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1 MILE NORTH OF
 NE1493'HAMBURG
 NE1493
 NE1493                          STATION RECOVERY (1969)
 NE1493
 NE1493'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1969 (LNE)
 NE1493'HAMBURG STA AND REF MK AS DESCRIBED AND IN GOOD CONDITION.
 NE1493'MADE A THOROUGH
 NE1493'SEARCH FOR AZ MK BUT BELIEVE IT
 NE1493'DESTROYED WHEN A MODERN
 NE1493'INTERSECTION REPLACE A SMALL GRASS ISLAND AS
 NE1493'DESCRIBED.  ERECTED METAL SIGNS ON STAS
 NE1493'AND AZ MK.
 NE1493
 NE1493                          STATION RECOVERY (1981)
 NE1493
 NE1493'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 NE1493'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDTION.
 NE1493'
 NE1493'A NEW TO REACH FOLLOWS, TO REACH FROM THE POST OFFICE IN HAMBURG,
 NE1493'GO NORTH ABOUT 0.3 MILES ON MAIN STREET TO JUNCTION WITH M 36, TURN
 NE1493'LEFT (NORTH) ON M 36 FOR 0.3 MILES TO ATHLONE DRIVE ON THE RIGHT.
 NE1493'TURN RIGHT AND GO EAST TO KILKENNY DRIVE ON THE LEFT, GO LEFT ON
 NE1493'KILKENNY DRIVE FOR 300 FEET, THEN GO EAST UP SLIGHT GRADE 1000
 NE1493'FEET TO EDGE OF GRAVEL PIT.  FOLLOW AROUND NORTH SIDE OF PIT AREA TO
 NE1493'A CUT TRAIL UP A STEEP GRADE TO TOP OF HILL WHICH IS HEAVILY WOODED
 NE1493'AND TO THE STATION.
 NE1493'
 NE1493'AN AZIMUTH MARK HAS BEEN ESTABLISHED BY A MIDH SURVEY CREW.  THE MARK
 NE1493'IS A STANDARD ALUMINUM MIDOT DISK SET IN THE TOP OF A 12 INCH DIAMETER
 NE1493'CONCRETE MONUMENT.  IT IS ON A HILL WEST FROM THE PARKING LOT OF THE
 NE1493'ALPINE FOOD CENTER IN THE VILLAGE OF HAMBURG.  IT IS 104 FEET S15W
 NE1493'FROM AN 8 INCH CEDAR, 274 FEET S75W FROM THE WEST CORNER OF THE BLOCK
 NE1493'PART OF THE ALPINE STORE, 81 FEET N23E FROM A 7 INCH JUNIPER, AND 87
 NE1493'FEET N70E FROM A 6 INCH STEEL POST.
 NE1493'
 NE1493'A POLARIS OBSERVATION WAS MADE USING A WILD T2 FROM THE AZIMUTH MARK
 NE1493'TO THE STATION SINCE POLARIS COULD NOT BE SEEN FROM THE STATION. THE
 NE1493'RESULTING BEARING FROM AZIMUTH TO STATION IS N 59 46 03 E.  THIS WAS
 NE1493'FROM 12 POSITIONS WITH 1.57 STANDARD ERROR.
 NE1493'
 NE1493'THE DISTANCE FROM AZIMUTH TO STATION WAS MEASURED WITH A MICRORANGER
 NE1493'THE HORIZONTAL DISTANCE IS 3113.59 FEET.
 NE1493'LEVELED ELEVATION 1033.07 FEET.
 NE1493
 NE1493                          STATION RECOVERY (1983)
 NE1493
 NE1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NE1493'STATION IS LOCATED IN QUAD. 420833, ABOUT 21.1 KM (13.1 MI) NORTHWEST
 NE1493'OF ANN ARBOR, 1.62 KM (1.01 MI) NORTH-NORTHEAST OF HAMBURG, ON A WELL
 NE1493'DEFINED WOODED HILL ABOVE THE TERA GLEN SUBDIVISION.
 NE1493'TO REACH FROM THE POST OFFICE IN HAMBURG, GO WESTERLY ON STATE HIGHWAY
 NE1493'36 FOR 0.08 KM (0.05 MI) TO A FORK.  TAKE THE RIGHT FORK AND GO
 NE1493'NORTHERLY FOR 0.32 KM (0.20 MI) TO A SIDEROAD RIGHT, (ATHLONE DRIVE)
 NE1493'THE ENTRANCE TO TERA GLEN SUBDIVISION.  TURN RIGHT AND GO EASTERLY
 NE1493'FOR 0.32 KM (0.20 MI) TO KILKENNY DRIVE, LEFT.  TURN LEFT FOR ABOUT
 NE1493'91.44 M (300.00 FT) TO END OF ROAD.  FROM THIS POINT PACK EASTERLY
 NE1493'FOR 0.2 KM (0.1 MI) TO A GRAVEL PIT.  CONTINUE AROUND THE NORTH SIDE
 NE1493'OF GRAVEL PIT UP STEEP GRADE TO TOP OF HILL AND THE STATION AS
 NE1493'DESCRIBED.
 NE1493'STATION PROJECTS 0.09 M (0.30 FT) ABOVE THE GROUND.  LOCATED 11.100 M
 NE1493'(36.417 FT) NORTHEAST FROM HAMBURG NO 1 1932, 10.439 M (34.249 FT)
 NE1493'SOUTHEAST FROM HAMBURG NO 2 1932, 6.706 M (22.001 FT) NORTH FROM A 12
 NE1493'INCH HICKORY TREE AND 6.401 M (21.001 FT) SOUTHEAST FROM A 12 INCH
 NE1493'OAK TREE.
 NE1493'A TRAVERSE CONNECTION WAS MADE TO STATION HAMBURG 2 1983 USING
 NE1493'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1493'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 NE1493'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NE1493
 NE1493                          STATION RECOVERY (1999)
 NE1493
 NE1493'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1662 ***********************************************************************
 NE1662  DESIGNATION -  HAMBURG 2
 NE1662  PID         -  NE1662
 NE1662  STATE/COUNTY-  MI/LIVINGSTON
 NE1662  USGS QUAD   -  HAMBURG (1983)
 NE1662
 NE1662                         *CURRENT SURVEY CONTROL
 NE1662  ___________________________________________________________________
 NE1662* NAD 83(1994)-  42 27 19.87288(N)    083 47 58.14114(W)     ADJUSTED  
 NE1662* NAVD 88     -       276.5    (meters)     907.     (feet)  VERTCON   
 NE1662  ___________________________________________________________________
 NE1662  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 NE1662  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NE1662
 NE1662  HORZ ORDER  -  THIRD
 NE1662
 NE1662.The horizontal coordinates were established by classical geodetic methods
 NE1662.and adjusted by the National Geodetic Survey in February 1997..
 NE1662
 NE1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1662
 NE1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1662
 NE1662.The geoid height was determined by GEOID03.
 NE1662
 NE1662;                    North         East     Units Scale Factor Converg.
 NE1662;SPC MI S     -   106,294.018 4,046,651.519   MT  0.99993481   +0 23 09.5
 NE1662;SPC MI S     -   348,733.65 13,276,415.74   iFT  0.99993481   +0 23 09.5
 NE1662;UTM  17      - 4,704,151.791   269,806.017   MT  1.00025201   -1 53 25.9
 NE1662
 NE1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1662!SPC MI S     -   0.99996187  x   0.99993481  =   0.99989668
 NE1662!UTM  17      -   0.99996187  x   1.00025201  =   1.00021387
 NE1662
 NE1662|---------------------------------------------------------------------|
 NE1662| PID    Reference Object                     Distance      Geod. Az  |
 NE1662|                                                           dddmmss.s |
 NE1662| NE1669 HAMBURG 2 RM 4                        6.044 METERS 08148     |
 NE1662| NE1661 AZIMUTH MARK                        148.148 METERS 26729     |
 NE1662| NE1668 HAMBURG 2 RM 3                        7.236 METERS 35622     |
 NE1662|---------------------------------------------------------------------|
 NE1662
 NE1662                          SUPERSEDED SURVEY CONTROL
 NE1662
 NE1662  NAD 83(1986)-  42 27 19.87497(N)    083 47 58.16625(W) AD(       ) 3
 NE1662  NGVD 29 (04/09/92)  276.6    (m)          907.     (f) VERT ANG       
 NE1662
 NE1662.Superseded values are not recommended for survey control.
 NE1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1662.See file dsdata.txt to determine how the superseded data were derived.
 NE1662
 NE1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6980604152(NAD 83)
 NE1662_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1662_SP_SET: CONCRETE POST
 NE1662_STAMPING: HAMBURG 2 1983
 NE1662_MARK LOGO: NGS   
 NE1662_PROJECTION: FLUSH
 NE1662_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1662+STABILITY: SURFACE MOTION
 NE1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1662+SATELLITE: SATELLITE OBSERVATIONS - 1983
 NE1662
 NE1662  HISTORY     - Date     Condition        Report By
 NE1662  HISTORY     - 1983     MONUMENTED       NGS
 NE1662  HISTORY     - 19830215 GOOD             NGS
 NE1662  HISTORY     - 19990215 GOOD             USPSQD
 NE1662
 NE1662                          STATION DESCRIPTION
 NE1662
 NE1662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NE1662'STATION IS LOCATED IN QUAD. 420833, IN THE TOWN OF HAMBURG, MICHIGAN
 NE1662'ON PROPERTY OF THE U.S. POST OFFICE AND DIRECTLY IN BEHIND THE POST
 NE1662'OFFICE BUILDING ALONG STATE HIGHWAY 36.
 NE1662'STATION IS SET FLUSH WITH THE GROUND.   LOCATED 11.095 M (36.401 FT)
 NE1662'WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF POST OFFICE, 9.754 M
 NE1662'(32.001 FT) WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF POST OFFICE,
 NE1662'8.108 M (26.601 FT) SOUTH FROM A LAMP POST AND WITNESS POST, 7.925 M
 NE1662'(26.001 FT) NORTH FROM A UTILITY POLE, 7.236 M (23.740 FT) SOUTH FROM
 NE1662'HAMBURG 2 NO 3 1983, 6.044 M (19.829 FT) WEST FROM HAMBURG 2 NO 4
 NE1662'1983 AND 0.610 M (2.001 FT) SOUTHWEST CORNER OF THE PAVED PARKING
 NE1662'AREA.
 NE1662'A TRAVERSE CONNECTION WAS MADE TO STATION HAMBURG 1932 AND AZIMUTH
 NE1662'MARK 1980 (MIDOT) USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1662'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 NE1662'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NE1662
 NE1662                          STATION RECOVERY (1983)
 NE1662
 NE1662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NE1662'THE STATION IS LOCATED IN THE TOWN OF HAMBURG, MICHIGAN ON PROPERTY OF
 NE1662'THE U.S POST OFFICE.  THE STATION IS LOCATED BEHIND THE POST OFFICE OF
 NE1662'HAMBURG. MICHIGAN ALONG STATE HIGHWAY 36.
 NE1662' 
 NE1662'THE STATION IS A STANDARD NGS DISK STAMPED--HAMBURG 2 1983--, SET INTO
 NE1662'THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (35 CM) IN DIAMETER,
 NE1662'FLUSH WITH GROUND.  THE STATION IS LOCATED 9.754 METERS (32.001 FT)
 NE1662'WEST-SOUTHWEST FROM THE NORTHWEST CORNER OF POST OFFICE, 11.095 METERS
 NE1662'(36.401 FT) WEST-NORTHWEST FROM THE SOUTHWEST CORNER OF POST OFFICE,
 NE1662'7.925 METERS (26.001 FT) NORTH FROM A UTILITY POLE, 8.108 METERS
 NE1662'(26.601 FT) SOUTH FROM A LAMP POST AND WITNESS POST AND 0.610 METERS
 NE1662'(2.001 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE PAVED PARKING
 NE1662'AREA.
 NE1662' 
 NE1662'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--HAMBURG NO 3
 NE1662'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 NE1662'(35 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 9.449
 NE1662'METERS (31.001 FT) NORTHWEST FROM THE NORTHWEST CORNER OF POST
 NE1662'OFFICE, 0.488 METERS (1.601 FT) SOUTH FROM THE LAMP POST, 0.610
 NE1662'METERS (2.001 FT) WEST FROM THE WEST EDGE OF PARKING AREA AND 0.457
 NE1662'METERS (1.499 FT) SOUTH FROM THE WITNESS POST AND 0.2 METER (0.7
 NE1662'FT) LOWER THAN THE STATION.
 NE1662' 
 NE1662'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--HAMBURG NO 4
 NE1662'1983--, SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE.  IT IS
 NE1662'CEMENTED IN A DRILL HOLE IN THE CONCRETE SLAB USED AS THE BACK PORCH
 NE1662'OF THE POST OFFICE BUILDING.  THE STATION IS LOCATED 4.450 METERS
 NE1662'(14.600 FT) SOUTHWEST FROM THE NORTHWEST CORNER OF THE POST OFFICE,
 NE1662'3.44 METERS (11.29 FT) WEST FROM THE WEST FACE OF POST OFFICE, 2.835
 NE1662'METERS (9.301 FT) SOUTH FROM THE NORTHWEST CORNER OF CONCRETE SLAB AND
 NE1662'0.3050 METERS (1.001 FT) NORTH NORTHEAST FROM THE SOUTHWEST CORNER OF
 NE1662'THE CONCRETE SLAB AND 0.2 METER (0.7 FT) HIGHER THAN THE STATION.
 NE1662' 
 NE1662'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--AZIMUTH MARK
 NE1662'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES
 NE1662'(35 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 83.820
 NE1662'METERS (274.999 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE ALPINE
 NE1662'FOOD CENTER,  25.603 METERS (83.999 FT) EAST-NORTHEAST FROM A 8-METAL
 NE1662'PIPE ABOUT 4 FT (1.2 M) ABOVE GROUND,  31.699 METERS (103.999 FT)
 NE1662'SOUTH FROM A 12 INCH CEDAR TREE, 21.336 METERS (70.000 FT) NORTHWEST
 NE1662'FROM A 6 INCH CEDAR TREE, 0.457 METERS (1.499 FT) SOUTHWEST FROM A
 NE1662'WITNESS POST, 0.4 METERS (1.3 FT) LOWER THAN THE STATION.
 NE1662
 NE1662                          STATION RECOVERY (1999)
 NE1662
 NE1662'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0004 ***********************************************************************
 RJ0004  DESIGNATION -  HAMILTON
 RJ0004  PID         -  RJ0004
 RJ0004  STATE/COUNTY-  MI/CHIPPEWA
 RJ0004  USGS QUAD   -  PAYMENT (1976)
 RJ0004
 RJ0004                         *CURRENT SURVEY CONTROL
 RJ0004  ___________________________________________________________________
 RJ0004* NAD 83(1986)-  46 31 36.     (N)    084 09 13.     (W)     SCALED    
 RJ0004* NAVD 88     -       179.003  (meters)     587.28   (feet)  ADJUSTED  
 RJ0004  ___________________________________________________________________
 RJ0004  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0004  DYNAMIC HT  -         179.012 (meters)     587.31  (feet)  COMP
 RJ0004  MODELED GRAV-     980,660.3   (mgal)                       NAVD 88
 RJ0004
 RJ0004  VERT ORDER  -  FIRST     CLASS I
 RJ0004
 RJ0004.The horizontal coordinates were scaled from a topographic map and have
 RJ0004.an estimated accuracy of +/- 6 seconds.
 RJ0004
 RJ0004.The orthometric height was determined by differential leveling
 RJ0004.and adjusted by the National Geodetic Survey in June 1991..
 RJ0004
 RJ0004.The geoid height was determined by GEOID03.
 RJ0004
 RJ0004.The dynamic height is computed by dividing the NAVD 88
 RJ0004.geopotential number by the normal gravity value computed on the
 RJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0004.degrees latitude (g = 980.6199 gals.).
 RJ0004
 RJ0004.The modeled gravity was interpolated from observed gravity values.
 RJ0004
 RJ0004;                    North         East    Units  Estimated Accuracy
 RJ0004;SPC MI N     -   197,680.    8,218,320.      MT  (+/- 180 meters Scaled)
 RJ0004
 RJ0004                          SUPERSEDED SURVEY CONTROL
 RJ0004
 RJ0004  NGVD 29 (??/??/92)  178.992  (m)          587.24   (f) ADJ UNCH    1 1
 RJ0004
 RJ0004.Superseded values are not recommended for survey control.
 RJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0004.See file dsdata.txt to determine how the superseded data were derived.
 RJ0004
 RJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS182565(NAD 83)
 RJ0004_MARKER: Z = SEE DESCRIPTION
 RJ0004_SETTING: 80 = SET IN A BOULDER
 RJ0004_SP_SET: BOULDER
 RJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0004+STABILITY: SURFACE MOTION
 RJ0004
 RJ0004  HISTORY     - Date     Condition        Report By
 RJ0004  HISTORY     - UNK      MONUMENTED       USLS
 RJ0004  HISTORY     - 1969     GOOD             USLS
 RJ0004  HISTORY     - 1983     GOOD             NGS
 RJ0004
 RJ0004                          STATION DESCRIPTION
 RJ0004
 RJ0004'DESCRIBED BY US LAKE SURVEY 1969
 RJ0004'AT SUGAR ISLAND.
 RJ0004'HAMILTON IS ON NORTHEAST END OF SUGAR ISLAND, CHIPPEWA COUNTY,
 RJ0004'MICHIGAN, FROM FERRY DOCK PROCEED EAST ON PAVED ROAD 6.9 MILES
 RJ0004'TO CURVE, THEN NORTH 3.4 MILES, THEN WEST 0.4 MILE TO HAMILTONS
 RJ0004'LODGE ON NORTH SIDE OF ROAD, 67.3 FEET NORTH-NORTHEAST OF NORTHWEST
 RJ0004'CORNER OF LODGE, 24.7 FEET SOUTHWEST OF A 36-INCH PINE, 23 FEET
 RJ0004'EAST OF NORTH-SOUTH FENCE LINE, 14.3 FEET WEST OF REFERENCE MONUMENT
 RJ0004'NO. 27, 2 FEET ABOVE THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 RJ0004'OF A 1/2-INCH DIAMETER BOLT SET INTO THE TOP OF A 5-FOOT DIAMETER
 RJ0004'BOULDER.
 RJ0004
 RJ0004                          STATION RECOVERY (1983)
 RJ0004
 RJ0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1456 ***********************************************************************
 NE1456  DESIGNATION -  HAMILTON
 NE1456  PID         -  NE1456
 NE1456  STATE/COUNTY-  MI/OAKLAND
 NE1456  USGS QUAD   -  SALEM (1980)
 NE1456
 NE1456                         *CURRENT SURVEY CONTROL
 NE1456  ___________________________________________________________________
 NE1456* NAD 83(1994)-  42 27 38.96101(N)    083 32 39.91903(W)     ADJUSTED  
 NE1456* NAVD 88     -       315.     (meters)    1033.     (feet)  SCALED    
 NE1456  ___________________________________________________________________
 NE1456  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 NE1456  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NE1456
 NE1456  HORZ ORDER  -  FIRST
 NE1456
 NE1456.The horizontal coordinates were established by classical geodetic methods
 NE1456.and adjusted by the National Geodetic Survey in February 1997..
 NE1456
 NE1456.The orthometric height was scaled from a topographic map.
 NE1456
 NE1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1456
 NE1456.The geoid height was determined by GEOID03.
 NE1456
 NE1456;                    North         East     Units Scale Factor Converg.
 NE1456;SPC MI S     -   107,056.045 4,067,624.350   MT  0.99993412   +0 33 34.4
 NE1456;SPC MI S     -   351,233.74 13,345,224.25   iFT  0.99993412   +0 33 34.4
 NE1456;UTM  17      - 4,704,079.859   290,798.019   MT  1.00013850   -1 43 06.0
 NE1456
 NE1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1456!SPC MI S     -   0.99995590  x   0.99993412  =   0.99989002
 NE1456!UTM  17      -   0.99995590  x   1.00013850  =   1.00009439
 NE1456
 NE1456|---------------------------------------------------------------------|
 NE1456| PID    Reference Object                     Distance      Geod. Az  |
 NE1456|                                                           dddmmss.s |
 NE1456| CH0275 HAMILTON RM 1                        24.649 METERS 13314     |
 NE1456| NE1450 WAYNE CO TRAINING SCHOOL STACK      APPROX. 8.6 KM 1381321.2 |
 NE1456| NE1458 DETROIT HOUSE OF CORR MENS STK      APPROX. 8.2 KM 1654429.0 |
 NE1456| NE1455 MAYBURY SANITARIUM TALL STACK       APPROX. 3.7 KM 1662839.2 |
 NE1456| CH0276 HAMILTON RM 2                        26.106 METERS 27048     |
 NE1456| NE1468 SOUTH LYON MUNICIPAL TANK           APPROX. 9.9 KM 2704908.7 |
 NE1456| CH0274 HAMILTON AZ MK                                     2950943.6 |
 NE1456| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.16.4 KM 3174018.2 |
 NE1456|---------------------------------------------------------------------|
 NE1456
 NE1456                          SUPERSEDED SURVEY CONTROL
 NE1456
 NE1456  NAD 83(1986)-  42 27 38.96472(N)    083 32 39.94720(W) AD(       ) 1
 NE1456  NAD 27      -  42 27 38.84000(N)    083 32 40.17600(W) AD(       ) 1
 NE1456
 NE1456.Superseded values are not recommended for survey control.
 NE1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1456.See file dsdata.txt to determine how the superseded data were derived.
 NE1456
 NE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9079804080(NAD 83)
 NE1456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1456
 NE1456  HISTORY     - Date     Condition        Report By
 NE1456  HISTORY     - 1932     MONUMENTED       CGS
 NE1456  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NE1456  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1456  HISTORY     - 1980     GOOD             MIDH
 NE1456
 NE1456                          STATION DESCRIPTION
 NE1456
 NE1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NE1456'ABOUT 16 MILES NNE OF ANN ARBOR, 5-1/2 MILES E OF SOUTH LYON, ON
 NE1456'HIGHEST GROUND IN
 NE1456'ORCHARD-COVERED HILL ON PROPERTY OF C. W. HAMILTON, ABOUT 0.2
 NE1456'MILE S OF MR.
 NE1456'HAMILTONS HOUSE, AND ABOUT 90 YARDS E OF CENTER
 NE1456'LINE OF GRASSY LANE BETWEEN
 NE1456'ORCHARD TO E AND CULTIVATED FIELD TO
 NE1456'W.  TO REACH FROM TRAFFIC LIGHT AT SOUTH LYON,
 NE1456'GO E 5.4 MILES TO
 NE1456'TWO-STORY WHITE HOUSE TRIMMED IN BROWN ON S SIDE OF ROAD AT LARGE
 NE1456'APPLE ORCHARD,
 NE1456'TURN IN AT HOUSE, FOLLOW LANE ABOUT 0.2 MILE TO
 NE1456'END OF FENCE ON LEFT, AND GO E
 NE1456'ABOUT 90 YARDS TO STATION SITE BETWEEN ROWS OF TREE.
 NE1456'
 NE1456'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISK STATION MARKS
 NE1456'IN CONCRETE, NOTES
 NE1456'1A AND 7A.  UPPER MARK IS 12 INCHES BELOW SURFACE.
 NE1456'REFERENCE MARKS ARE BRONZE REFERENCE
 NE1456'DISKS IN CONCRETE, NOTE 11A.
 NE1456'
 NE1456'REFERENCE MARK 1 PROJECTS 6 INCHES, AND IS 80.33 FEET FROM
 NE1456'STATION IN AZIMUTH
 NE1456'313 DEG 16 MIN.
 NE1456'
 NE1456'REFERENCE MARK 2 PROJECTS 3 INCHES, AND IS 10 FEET E OF
 NE1456'GRANITE BOULDER,
 NE1456'AND 85.65 FEET FROM STATION IN AZIMUTH 90 DEG 47 MIN.
 NE1456
 NE1456                          STATION RECOVERY (1943)
 NE1456
 NE1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1456'STATION WAS RECOVERED AS DESCRIBED BY H. C.
 NE1456'WARWICK IN 1932.
 NE1456'A SLIGHT DIFFERENCE WAS FOUND IN THE DISTANCE
 NE1456'TO REFERENCE MARK 1 AS SHOWN BELOW.
 NE1456'A COMPLETE DESCRIPTION FOLLOWS-
 NE1456'
 NE1456'STATION IS LOCATED ABOUT 5.5 MILES E OF SOUTH LYON ON THE
 NE1456'HIGHEST GROUND IN
 NE1456'AN ORCHARD, ON THE PROPERTY OF C.W. HAMILTON.
 NE1456'IT IS ABOUT 0.2 MILE S OF HAMILTONS
 NE1456'HOUSE AND 90 YARDS E OF A
 NE1456'GRASSY LANE WHICH RUNS ALONG THE W SIDE OF THE
 NE1456'ORCHARD.  THE STATION
 NE1456'IS IN THE THIRD ROW OF TREES FROM THE W EDGE OF THE ORCHARD.
 NE1456'THE MARK IS
 NE1456'SET ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 NE1456'STAMPED HAMILTON 1932.  NOTES
 NE1456'1A AND 7A.
 NE1456'
 NE1456'REFERENCE MARK 1 IS 80.87 FEET SE OF THE STATION.  IT IS IN
 NE1456'THE FIFTH ROW OF
 NE1456'TREES FROM THE W. STAMPED HAMILTON NO 1 1932.
 NE1456'
 NE1456'REFERENCE MARK 2 IS 85.65 FEET W OF THE STATION IN THE FIRST
 NE1456'ROW OF TREES FROM
 NE1456'THE W.  STAMPED HAMILTON NO 2 1932.
 NE1456'
 NE1456'AN AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.  IT IS 0.45
 NE1456'MILE WNW OF THE
 NE1456'STATION, 33 FEET S OF TEN MILE ROAD, 46 FEET E OF
 NE1456'A N-S GRAVELED CROSS ROAD AND 1.6
 NE1456'FEET N OF AN E-W FENCE.  THE
 NE1456'MARK IS ON LINE WITH THE W FACE OF A WHITE SCHOOL
 NE1456'BUILDING
 NE1456'(51393).  STAMPED HAMILTON 1943.  TO REACH THE AZIMUTH FROM THE
 NE1456'STATION GO N FOR
 NE1456'0.2 MILE TO HAMILTONS HOUSE, TURN LEFT ON TEN
 NE1456'MILE ROAD AND GO 0.4 MILE TO THE
 NE1456'MARK ON THE LEFT AS DESCRIBED.
 NE1456'
 NE1456'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN SOUTH LYON,
 NE1456'GO E ON TEN MILE
 NE1456'ROAD FOR 5.45 MILES TO THE HOME OF C. W. HAMILTON
 NE1456'ON THE RIGHT.  TURN RIGHT INTO THE
 NE1456'FARM LANE, GOING THROUGH THE
 NE1456'BARNYARD, THEN INTO THE ORCHARD, AND FOLLOW A GRASSY
 NE1456'LANE FOR 0.2
 NE1456'MILE, THEN TURN LEFT TO THE THIRD ROW OF TREES AND THE STATION ON THE
 NE1456'RIGHT AS DESCRIBED.
 NE1456
 NE1456                          STATION RECOVERY (1957)
 NE1456
 NE1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NE1456'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD
 NE1456'CONDITION.  DESCRIPTIONS ADEQUATE AND CORRECT
 NE1456'EXCEPT FOR THE FOLLOWING-
 NE1456'
 NE1456'STATION AND REFERENCE MARKS ARE LOCATED IN AN ABANDONED
 NE1456'ORCHARD OVERGROWN
 NE1456'WITH BRUSH.  THE ANCHOR HOLES (REMAINING AFTER
 NE1456'THE TOWER HAD BEEN REMOVED) ARE
 NE1456'STILL IN EVIDENCE, AND CAN BE USED
 NE1456'TO HELP LOCATED THE STATION MARK.  A LARGE LONE
 NE1456'OAK TREE IS LOCATED
 NE1456'AT THE END OF A FENCE ON THE E SIDE OF A FARM LANE, AND ABOUT 225
 NE1456'FT. W-NW OF THE STATION.
 NE1456
 NE1456                          STATION RECOVERY (1980)
 NE1456
 NE1456'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1456'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE ALL RECOVERED
 NE1456'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND.  THE TO
 NE1456'REACH AND THE DESCRIPTION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1653 ***********************************************************************
 NF1653  DESIGNATION -  HAMILTON WISC MICH PIPE MAST
 NF1653  PID         -  NF1653
 NF1653  STATE/COUNTY-  MI/ALLEGAN
 NF1653  USGS QUAD   -  HAMILTON EAST (1981)
 NF1653
 NF1653                         *CURRENT SURVEY CONTROL
 NF1653  ___________________________________________________________________
 NF1653* NAD 83(1994)-  42 40 02.73438(N)    085 57 17.04090(W)     ADJUSTED  
 NF1653* NAVD 88     -                                                        
 NF1653  ___________________________________________________________________
 NF1653  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 NF1653  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NF1653
 NF1653  HORZ ORDER  -  THIRD
 NF1653
 NF1653.The horizontal coordinates were established by classical geodetic methods
 NF1653.and adjusted by the National Geodetic Survey in February 1997..
 NF1653
 NF1653
 NF1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1653
 NF1653.The geoid height was determined by GEOID03.
 NF1653
 NF1653;                    North         East     Units Scale Factor Converg.
 NF1653;SPC MI S     -   130,902.160 3,869,830.194   MT  0.99991405   -1 04 50.6
 NF1653;SPC MI S     -   429,469.03 12,696,293.29   iFT  0.99991405   -1 04 50.6
 NF1653;UTM  16      - 4,724,413.690   585,656.394   MT  0.99969027   +0 42 30.5
 NF1653
 NF1653                          SUPERSEDED SURVEY CONTROL
 NF1653
 NF1653  NAD 83(1986)-  42 40 02.73325(N)    085 57 17.05561(W) AD(       ) 4
 NF1653  NAD 27      -  42 40 02.63278(N)    085 57 16.93312(W) AD(       ) 3
 NF1653
 NF1653.Superseded values are not recommended for survey control.
 NF1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1653.See file dsdata.txt to determine how the superseded data were derived.
 NF1653
 NF1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8565624414(NAD 83)
 NF1653_MARKER: 44 = MICROWAVE MAST
 NF1653_MARK LOGO: CGS   
 NF1653_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1653+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1985
 NF1653
 NF1653  HISTORY     - Date     Condition        Report By
 NF1653  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1653  HISTORY     - 1969     GOOD             CGS
 NF1653  HISTORY     - 19850604 GOOD             NGS
 NF1653
 NF1653                          STATION DESCRIPTION
 NF1653
 NF1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1653'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF OVERISEL, 2-3/4
 NF1653'MILES EAST OF
 NF1653'HAMILTON AND OWNED BY THE WISCONSIN AND MICHIGAN PIPELINE
 NF1653'COMPANY.
 NF1653'
 NF1653'TO REACH THE STATION FROM THE POST OFFICE IN HAMILTON, GO SOUTHEAST
 NF1653'ON STATE HIGHWAY
 NF1653'40 FOR 0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 NF1653'134TH AVENUE FOR 1.9 MILES TO THE
 NF1653'STATION ON THE LEFT.
 NF1653'
 NF1653'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES, PAINTED
 NF1653'IN ALTERNATE
 NF1653'SECTIONS OF RED AND WHITE, TWO DISC TYPE ANTENNAE NEAR THE
 NF1653'TOP AND HAS AN OVER-ALL HEIGHT
 NF1653'OF 150 FEET.
 NF1653'
 NF1653'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1653
 NF1653                          STATION RECOVERY (1969)
 NF1653
 NF1653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 NF1653'RECOVERED IN GOOD CONDITION.
 NF1653
 NF1653                          STATION RECOVERY (1985)
 NF1653
 NF1653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1653'STATION IS LOCATED IN QUAD. 420854, ABOUT 8.05 KM (5.00 MI) SOUTHEAST
 NF1653'OF OVERISEL, 4.4 KM (2.73 MI) EAST OF HAMILTON AND OWNED BY THE
 NF1653'WISCONSIN AND MICHIGAN PIPELINE COMPANY.
 NF1653'TO REACH FROM THE POST OFFICE IN HAMILTON, GO SOUTHEAST ON STATE
 NF1653'HIGHWAY 40 FOR 0.96 KM (0.60 MI) TO A CROSSROAD.  TURN LEFT AND GO
 NF1653'EAST ON 134TH AVENUE FOR 3.05 KM (1.90 MI) TO THE STATION ON THE LEFT
 NF1653'.
 NF1653'THE STATION IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES,
 NF1653'PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE, HAS TWO DISC TYPE
 NF1653'ANTENNAE NEAR THE TOP AND HAS AN OVER-ALL HEIGHT OF 115 FEET.  THE
 NF1653'POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1653'DESCRIBED BY D.J. NOVAK IN 1969, RECOVERED BY RONALD L. RAMSEY, NGS
 NF1653'GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0575 ***********************************************************************
 PM0575  DESIGNATION -  HAMLIN
 PM0575  PID         -  PM0575
 PM0575  STATE/COUNTY-  MI/MASON
 PM0575  USGS QUAD   -  
 PM0575
 PM0575                         *CURRENT SURVEY CONTROL
 PM0575  ___________________________________________________________________
 PM0575* NAD 83(1994)-  44 04 02.43047(N)    086 25 17.90687(W)     ADJUSTED  
 PM0575* NAVD 88     -       219.0    (meters)     719.     (feet)  VERTCON   
 PM0575  ___________________________________________________________________
 PM0575  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 PM0575  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 PM0575
 PM0575  HORZ ORDER  -  FIRST
 PM0575
 PM0575.The horizontal coordinates were established by classical geodetic methods
 PM0575.and adjusted by the National Geodetic Survey in February 1997..
 PM0575
 PM0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0575
 PM0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0575
 PM0575.The geoid height was determined by GEOID03.
 PM0575
 PM0575;                    North         East     Units Scale Factor Converg.
 PM0575;SPC MI C     -    85,503.219 5,835,377.791   MT  1.00002860   -1 27 05.9
 PM0575;SPC MI C     -   280,522.37 19,144,940.26   iFT  1.00002860   -1 27 05.9
 PM0575;UTM  16      - 4,879,514.979   546,316.983   MT  0.99962638   +0 24 08.1
 PM0575
 PM0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0575!SPC MI C     -   0.99997120  x   1.00002860  =   0.99999980
 PM0575!UTM  16      -   0.99997120  x   0.99962638  =   0.99959759
 PM0575
 PM0575|---------------------------------------------------------------------|
 PM0575| PID    Reference Object                     Distance      Geod. Az  |
 PM0575|                                                           dddmmss.s |
 PM0575| CH1229 HAMLIN RM 1                          42.873 METERS 01946     |
 PM0575| PM0573 MANISTEE FIRST CONG CH SPIRE        APPROX.21.0 KM 0212628.6 |
 PM0575| PM0574 MANISTEE GUARDIAN ANGEL CH          APPROX.21.0 KM 0221346.7 |
 PM0575| PM0568 MANISTEE R AND R SALT CO STACK      APPROX.21.5 KM 0242834.0 |
 PM0575| OL0519 SCOTTVILLE EAST MUNICIPAL TANK      APPROX.16.8 KM 1371427.6 |
 PM0575| OL0518 SCOTTVILLE WEST MUNICIPAL TANK      APPROX.16.7 KM 1371644.3 |
 PM0575| OL0507 KINTNER                             APPROX.22.8 KM 1380859.3 |
 PM0575| CH1228 HAMLIN AZ MK                                       1625533.6 |
 PM0575| OL0532 LUDINGTON MORTON SALT CO STACK      APPROX.14.4 KM 1841253.8 |
 PM0575| OL0531 LUDINGTON P MARQUETTE CO MAST       APPROX.14.2 KM 1841802.3 |
 PM0575| OL0535 LUDINGTON HIGH SCHOOL BELFRY        APPROX.12.8 KM 1870825.0 |
 PM0575| OL0534 LUDINGTON EMANUEL LUTH CHURCH       APPROX.13.0 KM 1871234.8 |
 PM0575| OL0533 LUDINGTON MASON CO CTHSE CUP        APPROX.12.6 KM 1881740.5 |
 PM0575| OL0536 LUDINGTON CARROM CO TANK            APPROX.11.1 KM 1895937.9 |
 PM0575| CH1230 HAMLIN RM 2                          45.933 METERS 30740     |
 PM0575|---------------------------------------------------------------------|
 PM0575
 PM0575                          SUPERSEDED SURVEY CONTROL
 PM0575
 PM0575  NAD 83(1986)-  44 04 02.43413(N)    086 25 17.91020(W) AD(       ) 1
 PM0575  NAD 27      -  44 04 02.41894(N)    086 25 17.60316(W) AD(       ) 1
 PM0575  NGVD 29 (07/19/86)  219.1    (m)          719.     (f) VERT ANG       
 PM0575
 PM0575.Superseded values are not recommended for survey control.
 PM0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0575.See file dsdata.txt to determine how the superseded data were derived.
 PM0575
 PM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4631779515(NAD 83)
 PM0575_MARKER: DS = TRIANGULATION STATION DISK
 PM0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0575+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 PM0575
 PM0575  HISTORY     - Date     Condition        Report By
 PM0575  HISTORY     - 1932     MONUMENTED       CGS
 PM0575  HISTORY     - 1965     GOOD             USLS
 PM0575  HISTORY     - 1980     GOOD             NGS
 PM0575  HISTORY     - 1980     GOOD             MIDH
 PM0575  HISTORY     - 1983     GOOD             USPSQD
 PM0575  HISTORY     - 1990     GOOD             USPSQD
 PM0575  HISTORY     - 19950910 GOOD             USPSQD
 PM0575  HISTORY     - 20010815 GOOD             NGS
 PM0575  HISTORY     - 20011128 GOOD             NGS
 PM0575  HISTORY     - 20040423 GOOD             USPSQD
 PM0575
 PM0575                          STATION DESCRIPTION
 PM0575
 PM0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0575'ABOUT 8 MILES NORTH OF LUDINGTON, 200 YARDS SOUTH OF HAMLIN LAKE, IN
 PM0575'SE 1/4 SEC. 2, T. 19 N., R. 18 W., HAMLIN TOWNSHIP, ON PROPERTY
 PM0575'OWNED BY CAPTAIN JOHNSON OF LUDINGTON, IN WOODED AREA ON HIGHEST
 PM0575'POINT IN VICINITY, 110 FEET SOUTH OF EAST-WEST ROAD, 100 YARDS
 PM0575'WEST OF NORTH-SOUTH ROAD, AND 18 FEET SOUTHWEST OF 18-INCH
 PM0575'BEECH TREE WITH TRIANGULAR BLAZE.  TO REACH FROM LUDINGTON,
 PM0575'FOLLOW U.S. ROUTES 31 AND 10 EAST 1.0 MILE FROM THEIR JUNCTION TO
 PM0575'TAR-MACADAM ROAD TO NORTH, PROCEED NORTH 7.6 MILES TO POINT WHERE
 PM0575'ROAD TURNS WEST JUST SOUTH OF HAMLIN LAKE, AND PROCEED WEST 100
 PM0575'YARDS ON ROAD AND SOUTH 110 FEET THROUGH TREES TO STATION SITE.
 PM0575'SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 PM0575'CONCRETE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS
 PM0575'IN CONCRETE.  NO. 1 IS 25 FEET NORTH OF CENTER LINE OF
 PM0575'EAST-WEST ROAD, 7 FEET EAST OF TELEPHONE POLE, 5 FEET SOUTH OF
 PM0575'LARGE STUMP, 90 YARDS WEST OF NORTH-SOUTH ROAD, AND 140.91 FEET
 PM0575'(SLOPE) FROM STATION N 19 DEG 47 MIN E.  NO. 2 IS AT EAST
 PM0575'EDGE OF NARROW TRAIL THROUGH TREES, 32 FEET SOUTH OF CENTER LINE OF
 PM0575'ROAD, AND 151.22 FEET (SLOPE) FROM STATION N 52 DEG 20 MIN W.
 PM0575'AZIMUTH MARK IS ON BANK OF CUT ON EAST SIDE OF ROAD, ABOUT 60
 PM0575'YARDS NORTHWEST OF HOUSE ON EAST SIDE OF ROAD, 70 YARDS NORTHEAST
 PM0575'OF BARN ON WEST SIDE OF ROAD, 1 FOOT WEST OF FENCE, 15 FEET NORTH OF
 PM0575'20-INCH POPLAR TREE WHICH IS NORTHERN ONE OF LINE OF POPLAR
 PM0575'TREES, 25 FEET EAST OF CENTER LINE OF ROAD, AND APPROXIMATELY
 PM0575'0.25 MILE FROM STATION S 17 DEG 04 MIN E.  BIG SABLE
 PM0575'LIGHTHOUSE IS 4 MILES FROM STATION S 81 DEG 52 MIN W.
 PM0575
 PM0575                          STATION RECOVERY (1965)
 PM0575
 PM0575'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0575'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PM0575'
 PM0575'THE STATION IS 110 FEET S OF CENTERLINE OF E-W BLACK TOP ROAD, 21
 PM0575'FEET NE OF BLAZED 7 INCH OAK TREE (LARGEST TRUNK OF A TRIPLE TRUNKED
 PM0575'TREE), 19 FEET S OF BLAZED 8 INCH TREE, 14 FEET NNW OF BLAZED 6 INCH
 PM0575'POPLAR TREE, SURFACE MARK BEING A STANDARD BRONZE DISC SET IN TOP
 PM0575'OF 10 INCH SQUARE CONCRETE MONUMENT 4 INCHES ABOVE THE GROUND
 PM0575'SURFACE, SUB-SURFACE MARK BEING A STANDARD BRONZE DISC SET
 PM0575'IN A BLOCK OF CONCRETE 3 FEET BELOW THE STATION.  TO REACH THE
 PM0575'STATION FROM INTERSECTION OF US 10 AND US 31 NEAR LUDINGTON,
 PM0575'GO W ON US 10 FOR 0.2 MILES TO BLACK TOP ROAD NORTH, PROCEED NORTH
 PM0575'7.8 MILES TO WHERE ROAD TURNS WEST, GO WEST 0.1 MILE TO VICINITY OF
 PM0575'STATION.
 PM0575'
 PM0575'REFERENCE MARK NUMBER 1 IS 140.9 FEET (SLOPE) NNE OF STATION, 25 FEET
 PM0575'N OF CENTERLINE EAST-WEST BLACK TOP ROAD, 4.5 FEET S OF BLAZED 10
 PM0575'INCH BIRCH TREE, 4.5 INCHES SE OF A BLAZED MAPLE TREE 4 INCH, BEING
 PM0575'A STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE
 PM0575'MONUMENT FLUSH WITH THE GROUND SURFACE.
 PM0575'
 PM0575'REFERENCE MARK NUMBER 2 IS 151.2 FEET NW OF THE STATION, 31 FEET S OF
 PM0575'CENTERLINE OF EAST-WEST BLACK TOP ROAD, 115 FEET NE OF BLAZED 9 INCH
 PM0575'BIRCH TREE, 4.6 FEET SSW OF BLAZED 8 INCH MAPLE TREE, BEING A
 PM0575'STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT
 PM0575'FLUSH WITH THE GROUND SURFACE.
 PM0575'
 PM0575'THE AZIMUTH MARK HAS BEEN DESTROYED BY ROAD CONSTRUCTION.
 PM0575
 PM0575                          STATION RECOVERY (1980)
 PM0575
 PM0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PM0575'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PM0575'IN GOOD CONDITION.  THE DIRECTION BETWEEN THE REFERENCE
 PM0575'MARKS CHECKED FAVORABLY WITH THE 1932 DATA.  THE DISTANCE
 PM0575'TO REFERENCE MARK 1 WAS NOTED TO BE SHORTER BY 0.25 FOOT AND
 PM0575'THE DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE
 PM0575'SHORTER BY 0.52 FOOT THAN THE 1932 DISTANCES.
 PM0575'THE STATION IS LOCATED ABOUT 13.2 KM (8-1/4 MI) NORTH OF
 PM0575'LUDINGTON, 2.8 KM (1-3/4 MI) EAST OF LAKE MICHIGAN,
 PM0575'0.4 KM (1/4 MI) SOUTH OF LAKE HAMLIN, IN THE
 PM0575'SE1/4,S2,T19N,R18W OF HAMLIN TOWNSHIP, AND ON PROPERTY
 PM0575'OWNED BY MR. RAYMOND CUMMINS, 6161 NORTH JEBAVY,
 PM0575'LUDINGTON, MI 49431.  TELEPHONE NUMBER 616-843-9216.
 PM0575'
 PM0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 PM0575'10 AND 31, JUST EAST OF LUDINGTON, GO WEST ON U.S. HIGHWAY 10
 PM0575'FOR 0.3 KM (0.2 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 PM0575'GO NORTH ON JEBAVY DRIVE FOR 12.6 KM (7.8 MI) TO WHERE THE
 PM0575'ROAD TRUNS LEFT.  BEAR LEFT FOR 0.2 KM (0.1 MI) TO THE
 PM0575'STATION ON THE LEFT.
 PM0575'
 PM0575'THE STATION IS A STANDARD CGS DISK
 PM0575'STAMPED---HAMLIN 1932---,
 PM0575'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 PM0575'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PM0575'35.2 METERS (115.5 FT) SOUTH FROM THE CENTER OF JEBAVY DRIVE,
 PM0575'5.8 METERS (19.0 FT) SOUTH-SOUTHWEST FROM A 22-INCH BLAZED TREE
 PM0575'AND
 PM0575'4.4 METERS (14.4 FT) NORTH-NORTHWEST FROM AN 8-INCH BLAZED TREE.
 PM0575'
 PM0575'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PM0575'STAMPED---HAMLIN NO 1 1932---,
 PM0575'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 PM0575'FLUSH WITH GROUND.  IT IS LOCATED
 PM0575'7.7 METERS (25.2 FT) NORTH FROM THE CENTER OF JEBAVY DRIVE,
 PM0575'1.7 METERS (5.6 FT) SOUTH FROM A TWIN-TRUNKED MAPLE TREE, AND
 PM0575'1.35 METERS (4.5 FT) EAST-SOUTHEAST FROM A BLAZED MAPLE TREE.
 PM0575'MARK IS BELOW STATION 0.5 METER.
 PM0575'
 PM0575'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PM0575'STAMPED---HAMLIN NO 2 1932---,
 PM0575'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 PM0575'PROJECTING 11 CM ABOVE THE GROUND.  IT IS LOCATED
 PM0575'9.30 METERS (30.5 FT) SOUTH FROM THE CENTER OF JEBAVY DRIVE,
 PM0575'6.2 METERS (20.4 FT) WEST-NORTHWEST FROM A 36-INCH MAPLE TREE, AND
 PM0575'1.65 METERS (5.4 FT) SOUTH-SOUTHWEST FROM A BLAZED MAPLE TREE.
 PM0575'MARK IS BELOW STATION 1 METER.
 PM0575'
 PM0575'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 25.6 METERS.
 PM0575'LIGHT WAS SHOWN FROM A G-MAST.
 PM0575'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PM0575'AN AZIMUTH MARK.
 PM0575'
 PM0575'DESCRIBED BY G.E. NELSON.
 PM0575
 PM0575                          STATION RECOVERY (1980)
 PM0575
 PM0575'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PM0575'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0575'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PM0575'WITH 1932 DATA.  STATION IS IN WOODED AREA, 110 FEET SOUTH OF
 PM0575'BARNHART ROAD.  AZIMUTH MARK WAS NOT FOUND.
 PM0575'
 PM0575'TO REACH DESCRIPTION OF 1980 AND 1965 ARE GOOD.
 PM0575'
 PM0575'PROPERTY OWNED BY RAYMOND CUMMINS, 6161 NORTH JEBAVY, LUDINGTON,
 PM0575'MICHIGAN 49431, TELEPHONE 616 843 9216.
 PM0575
 PM0575                          STATION RECOVERY (1983)
 PM0575
 PM0575'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 PM0575'HAMLIN 1970 RECOVERED GOOD.
 PM0575'
 PM0575'THIS BENCH MARK IS ON NORTH BRAKEWALL AT LUDINGTON HARBOR-ABOUT
 PM0575'240 FEET FROM MAIN BRAKEWALL THAT COMES OUT FROM SHORE-JUST PAST
 PM0575'CURVE IN BRAKEWALL - ON SURFACE IN CENTER OF WALKWAY.
 PM0575
 PM0575                          STATION RECOVERY (1990)
 PM0575
 PM0575'RECOVERY NOTE BY US POWER SQUADRON 1990 (DLB)
 PM0575'RECOVERED IN GOOD CONDITION.
 PM0575
 PM0575                          STATION RECOVERY (1995)
 PM0575
 PM0575'RECOVERY NOTE BY US POWER SQUADRON 1995
 PM0575'RECOVERED IN GOOD CONDITION.
 PM0575
 PM0575                          STATION RECOVERY (2001)
 PM0575
 PM0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0575'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0575
 PM0575                          STATION RECOVERY (2001)
 PM0575
 PM0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0575'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0575
 PM0575                          STATION RECOVERY (2004)
 PM0575
 PM0575'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0602 ***********************************************************************
 OK0602  DESIGNATION -  HAMMOND
 OK0602  PID         -  OK0602
 OK0602  STATE/COUNTY-  MI/KENT
 OK0602  USGS QUAD   -  CANNONSBURG (1972)
 OK0602
 OK0602                         *CURRENT SURVEY CONTROL
 OK0602  ___________________________________________________________________
 OK0602* NAD 83(1994)-  43 07 17.04248(N)    085 28 10.12775(W)     ADJUSTED  
 OK0602* NAVD 88     -       305.     (meters)    1001.     (feet)  SCALED    
 OK0602  ___________________________________________________________________
 OK0602  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 OK0602  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OK0602
 OK0602  HORZ ORDER  -  FIRST
 OK0602
 OK0602.The horizontal coordinates were established by classical geodetic methods
 OK0602.and adjusted by the National Geodetic Survey in February 1997..
 OK0602
 OK0602.The orthometric height was scaled from a topographic map.
 OK0602
 OK0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0602
 OK0602.The geoid height was determined by GEOID03.
 OK0602
 OK0602;                    North         East     Units Scale Factor Converg.
 OK0602;SPC MI S     -   180,689.971 3,910,262.943   MT  0.99991537   -0 45 01.8
 OK0602;SPC MI S     -   592,814.87 12,828,946.66   iFT  0.99991537   -0 45 01.8
 OK0602;UTM  16      - 4,775,433.110   624,505.281   MT  0.99979070   +1 02 46.7
 OK0602
 OK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0602!SPC MI S     -   0.99995743  x   0.99991537  =   0.99987280
 OK0602!UTM  16      -   0.99995743  x   0.99979070  =   0.99974814
 OK0602
 OK0602:                Primary Azimuth Mark                     Grid Az
 OK0602:SPC MI S     -  RANDALL                                  177 59 27.9
 OK0602:UTM  16      -  RANDALL                                  176 11 39.4
 OK0602
 OK0602|---------------------------------------------------------------------|
 OK0602| PID    Reference Object                     Distance      Geod. Az  |
 OK0602|                                                           dddmmss.s |
 OK0602| OK0603 RANDALL                             APPROX.13.4 KM 1771426.1 |
 OK0602| CH0277 HAMMOND RM 1                                       22332     |
 OK0602| CH0278 HAMMOND RM 2                         26.920 METERS 27038     |
 OK0602| OK0616 CEDAR SPRINGS WATER TANK            APPROX.13.4 KM 3294943.7 |
 OK0602|---------------------------------------------------------------------|
 OK0602
 OK0602                          SUPERSEDED SURVEY CONTROL
 OK0602
 OK0602  NAD 83(1986)-  43 07 17.04149(N)    085 28 10.14042(W) AD(       ) 1
 OK0602  NAD 27      -  43 07 16.93904(N)    085 28 10.04052(W) AD(       ) 1
 OK0602
 OK0602.Superseded values are not recommended for survey control.
 OK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0602.See file dsdata.txt to determine how the superseded data were derived.
 OK0602
 OK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2450575433(NAD 83)
 OK0602_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0602_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0602
 OK0602  HISTORY     - Date     Condition        Report By
 OK0602  HISTORY     - 1931     MONUMENTED       CGS
 OK0602  HISTORY     - 1981     GOOD             MIDH
 OK0602  HISTORY     - 1983     GOOD             USPSQD
 OK0602  HISTORY     - 1987     GOOD             USPSQD
 OK0602
 OK0602                          STATION DESCRIPTION
 OK0602
 OK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 OK0602'ABOUT 4-1/2 MILES EAST OF
 OK0602'ROCKFORD AND 1/2
 OK0602'MILE EAST OF BROWER LAKE, ON LAND OWNED AND OCCUPIED BY FRED
 OK0602'HAMMOND.  TO REACH FROM ROCKFORD BY
 OK0602'COUNTY ROUTE 490, GO 4.4 MILES TO GRAVEL
 OK0602'ROAD LEADING NORTH AT JOGGED CROSSROADS EAST OF BROWER
 OK0602'LAKE.  TURN NORTH AND
 OK0602'FOLLOW ROAD 1/4 MILE TO WIRE GAP INTO FIELD ON EAST SIDE, JUST NORTH
 OK0602'OF LARGE DIVIDED OAK TREE, AND
 OK0602'FOLLOW NORTH SIDE OF FENCE EAST 135 YARDS TO STATION, ON SUMMIT OF
 OK0602'KNOLL APPROXIMATELY 135 YARDS
 OK0602'EAST OF ROAD, 0.3 METER (1 FOOT) NORTH OF EAST-AND-
 OK0602'WEST FENCE, AND 3 METERS (10 FEET) NORTHWEST OF
 OK0602'8-INCH HICKORY TREE.  SURFACE AND
 OK0602'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 OK0602'NOTES 1A AND 7A.  UPPER MARK
 OK0602'PROJECTS 8 INCHES ABOVE GROUND.  REFERENCE MARKS ARE STANDARD
 OK0602'REFERENCE DISKS IN CONCRETE,
 OK0602'NOTE 11A.  BOTH MARKS PROJECTS 4 INCHES ABOVE GROUND.
 OK0602'NO. 1 IS 7.5 METERS (25 FEET) NORTH OF
 OK0602'EAST-AND-WEST ROAD (COUNTY ROUTE 490), AND
 OK0602'APPROXIMATELY 1/2 MILE FROM STATION IN AZIMUTH 43 DEG 32
 OK0602'MIN 13 SEC.  NO. 2 IS 0.7 METER (2
 OK0602'FEET) NORTH OF EAST-AND-WEST FENCE, AND 26.92 METERS (88.3 FEET) FROM
 OK0602'STATION IN AZIMUTH 90 DEG 38
 OK0602'MIN.
 OK0602
 OK0602                          STATION RECOVERY (1981)
 OK0602
 OK0602'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (NCK)
 OK0602'THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION AS
 OK0602'DESCRIBED.  REFERENCE MARK 2 IS BURIED 6 INCHES BELOW GROUND SURFACE.
 OK0602'
 OK0602'REFERENCE MARK 1 (AZIMUTH MARK) WAS SEARCHED FOR AND NOT FOUND.
 OK0602'POSSIBLY DESTROYED DUE TO ROAD WORK.
 OK0602'
 OK0602'PROPERTY OWNER PYRLE HART, 8778 YOUNG AVENUE, ROCKFORD, 49341.
 OK0602
 OK0602                          STATION RECOVERY (1983)
 OK0602
 OK0602'RECOVERY NOTE BY US POWER SQUADRON 1983 (MWW)
 OK0602'STATION RECOVERED GOOD.
 OK0602'
 OK0602'DISCRIPTION SHOULD BE CHANGED AS FOLLOWS--GO 4.4 MILES TO BLACK TOP
 OK0602'ROAD (YOUNG AVE) LEADING N. AT JOGGED CROSSROAD EAST OF BROWER LAKE.
 OK0602'TURN N. AND FOLLOW RD 1/8 MILE TO CULVERT OVER DITCH ON EAST SIDE
 OK0602'JUST N. OF LARGE DIVIDED OAK TREE.  FOLLOW N. SIDE OF FENCE WHICH IS
 OK0602'S.  LINE OF HAMMOND PROPERTY.  135 YARDS EAST TO STATION.
 OK0602
 OK0602                          STATION RECOVERY (1987)
 OK0602
 OK0602'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 OK0602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0572 ***********************************************************************
 QK0572  DESIGNATION -  HAMMOND BAY E BRK LT
 QK0572  PID         -  QK0572
 QK0572  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0572  USGS QUAD   -  ONAWAY (1986)
 QK0572
 QK0572                         *CURRENT SURVEY CONTROL
 QK0572  ___________________________________________________________________
 QK0572* NAD 83(1994)-  45 35 37.54587(N)    084 09 44.62120(W)     ADJUSTED  
 QK0572* NAVD 88     -                                                        
 QK0572  ___________________________________________________________________
 QK0572  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 QK0572  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 QK0572
 QK0572  HORZ ORDER  -  THIRD
 QK0572
 QK0572.The horizontal coordinates were established by classical geodetic methods
 QK0572.and adjusted by the National Geodetic Survey in February 1997..
 QK0572
 QK0572
 QK0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0572
 QK0572.The geoid height was determined by GEOID03.
 QK0572
 QK0572;                    North         East     Units Scale Factor Converg.
 QK0572;SPC MI C     -   253,057.069 6,015,938.594   MT  0.99997717   +0 08 39.5
 QK0572;SPC MI C     -   830,239.73 19,737,331.35   iFT  0.99997717   +0 08 39.5
 QK0572;UTM  16      - 5,052,830.253   721,322.992   MT  1.00020227   +2 01 40.8
 QK0572
 QK0572                          SUPERSEDED SURVEY CONTROL
 QK0572
 QK0572  NAD 83(1986)-  45 35 37.53717(N)    084 09 44.62145(W) AD(       ) 4
 QK0572  NAD 27      -  45 35 37.52270(N)    084 09 44.62022(W) AD(       ) 3
 QK0572
 QK0572.Superseded values are not recommended for survey control.
 QK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0572.See file dsdata.txt to determine how the superseded data were derived.
 QK0572
 QK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2132352830(NAD 83)
 QK0572_MARKER: 14 = NAVIGATION LIGHT
 QK0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0572
 QK0572  HISTORY     - Date     Condition        Report By
 QK0572  HISTORY     - 1979     FIRST OBSERVED   NOS
 QK0572
 QK0572                          STATION DESCRIPTION
 QK0572
 QK0572'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 QK0572'THE STATION, HAMMOND BAY E BRK LT, IS THE HIGHEST VERTICAL POINT
 QK0572'OF THE FLASHING WHITE LIGHT ON TOP OF A SIX AND ONE HALF INCH  STEEL
 QK0572'POLE, 25 FEET ABOVE LOW WATER DATUM, ON THE NORTH END OF THE
 QK0572'HAMMOND BAY EAST BREAKWATER.
 QK0572'
 QK0572'DESCRIBED BY B DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0571 ***********************************************************************
 QK0571  DESIGNATION -  HAMMOND BAY W BRK LT
 QK0571  PID         -  QK0571
 QK0571  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0571  USGS QUAD   -  ONAWAY (1986)
 QK0571
 QK0571                         *CURRENT SURVEY CONTROL
 QK0571  ___________________________________________________________________
 QK0571* NAD 83(1994)-  45 35 33.92075(N)    084 09 44.60089(W)     ADJUSTED  
 QK0571* NAVD 88     -                                                        
 QK0571  ___________________________________________________________________
 QK0571  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 QK0571  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 QK0571
 QK0571  HORZ ORDER  -  THIRD
 QK0571
 QK0571.The horizontal coordinates were established by classical geodetic methods
 QK0571.and adjusted by the National Geodetic Survey in February 1997..
 QK0571
 QK0571
 QK0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0571
 QK0571.The geoid height was determined by GEOID03.
 QK0571
 QK0571;                    North         East     Units Scale Factor Converg.
 QK0571;SPC MI C     -   252,945.154 6,015,939.316   MT  0.99997697   +0 08 39.5
 QK0571;SPC MI C     -   829,872.55 19,737,333.71   iFT  0.99997697   +0 08 39.5
 QK0571;UTM  16      - 5,052,718.397   721,327.393   MT  1.00020230   +2 01 40.7
 QK0571
 QK0571                          SUPERSEDED SURVEY CONTROL
 QK0571
 QK0571  NAD 83(1986)-  45 35 33.91206(N)    084 09 44.60115(W) AD(       ) 4
 QK0571  NAD 27      -  45 35 33.89755(N)    084 09 44.60028(W) AD(       ) 3
 QK0571
 QK0571.Superseded values are not recommended for survey control.
 QK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0571.See file dsdata.txt to determine how the superseded data were derived.
 QK0571
 QK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2132752718(NAD 83)
 QK0571_MARKER: 13 = LIGHTHOUSE
 QK0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0571
 QK0571  HISTORY     - Date     Condition        Report By
 QK0571  HISTORY     - 1979     FIRST OBSERVED   NOS
 QK0571
 QK0571                          STATION DESCRIPTION
 QK0571
 QK0571'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 QK0571'THE STATION, HAMMOND BAY W.BRK LT, IS THE HIGHEST VERTICAL POINT
 QK0571'OF THE FLASHING RED LIGHT ATOP OF A SIX AND ONE HALF INCH STEEL
 QK0571'POLE 25 FEET ABOVE LOW WATER DATUM.  THE STATION IS LOCATED ON
 QK0571'THE NORTH END OF THE HAMMOND BAY WEST BREAKWATER.
 QK0571'
 QK0571'DESCRIBED BY B DECROIX
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0606 ***********************************************************************
 QK0606  DESIGNATION -  HAMMOND USLS 1908
 QK0606  PID         -  QK0606
 QK0606  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0606  USGS QUAD   -  OCQUEOC (1986)
 QK0606
 QK0606                         *CURRENT SURVEY CONTROL
 QK0606  ___________________________________________________________________
 QK0606* NAD 83(1994)-  45 29 25.06086(N)    084 02 07.60295(W)     ADJUSTED  
 QK0606* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QK0606  ___________________________________________________________________
 QK0606  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 QK0606  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 QK0606
 QK0606  HORZ ORDER  -  THIRD
 QK0606
 QK0606.The horizontal coordinates were established by classical geodetic methods
 QK0606.and adjusted by the National Geodetic Survey in February 1997..
 QK0606
 QK0606.The orthometric height was scaled from a topographic map.
 QK0606
 QK0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0606
 QK0606.The geoid height was determined by GEOID03.
 QK0606
 QK0606;                    North         East     Units Scale Factor Converg.
 QK0606;SPC MI C     -   241,590.553 6,025,890.918   MT  0.99995826   +0 14 02.3
 QK0606;SPC MI C     -   792,619.92 19,769,983.33   iFT  0.99995826   +0 14 02.3
 QK0606;UTM  16      - 5,041,693.910   731,649.321   MT  1.00025981   +2 06 54.2
 QK0606;UTM  17      - 5,041,900.934   262,811.400   MT  1.00029174   -2 09 56.4
 QK0606
 QK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0606!SPC MI C     -   0.99997235  x   0.99995826  =   0.99993061
 QK0606!UTM  16      -   0.99997235  x   1.00025981  =   1.00023215
 QK0606!UTM  17      -   0.99997235  x   1.00029174  =   1.00026408
 QK0606
 QK0606                          SUPERSEDED SURVEY CONTROL
 QK0606
 QK0606  NAD 83(1986)-  45 29 25.05210(N)    084 02 07.60333(W) AD(       ) 3
 QK0606  NAD 27      -  45 29 24.96900(N)    084 02 07.51100(W) AD(       ) 3
 QK0606
 QK0606.Superseded values are not recommended for survey control.
 QK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0606.See file dsdata.txt to determine how the superseded data were derived.
 QK0606
 QK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR3164941694(NAD 83)
 QK0606_MARKER: Z = SEE DESCRIPTION
 QK0606_SETTING: 0 = UNSPECIFIED SETTING
 QK0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0606
 QK0606  HISTORY     - Date     Condition        Report By
 QK0606  HISTORY     - 1908     MONUMENTED       USLS
 QK0606  HISTORY     - 1940     SEE DESCRIPTION  USLS
 QK0606  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0606  HISTORY     - 19990830 MARK NOT FOUND   USPSQD
 QK0606
 QK0606                          STATION DESCRIPTION
 QK0606
 QK0606'DESCRIBED BY US LAKE SURVEY 1908
 QK0606'NEAR NORTH SHORE OF HAMMOND BAY, ON HIGHEST POINT OF ONE OF SAND
 QK0606'HILLS ABOUT 1/4 MILE
 QK0606'SOUTH OF HAMMOND BAY COAST GUARD STATION, ABOUT 300 FEET SOUTHWEST
 QK0606'OF BEND IN ROAD WHICH
 QK0606'LEAVES BEACH JUST EAST OF CREEK ABOUT 1,500 FEET SOUTHWEST
 QK0606'OF COAST GUARD STATION.  MARKED BY
 QK0606'COPPER BOLT IN SQUARE CONCRETE POST, FLUSH
 QK0606'WITH SURFACE OF GROUND, AND MARKED U.S. 1908.
 QK0606'BEARINGS AND DISTANCES FROM
 QK0606'STATION TO FOLLOWING OBJECTS ARE- SPECTACLE REEF LIGHTHOUSE, N 14
 QK0606'DEG 15 MIN W., COAST GUARD STATION,
 QK0606'FLAGPOLE, N. 5 DEG 35 MIN, BLAZED 8-INCH JACK PINE TREE, S. 84 DEG
 QK0606'W., 31 FEET, 6-INCH STUMP, N 81 DEG
 QK0606'E., 24 FEET, AND BLAZED 10-INCH PINE, S. 36 DEG E., 85 FEET.
 QK0606
 QK0606                          STATION RECOVERY (1940)
 QK0606
 QK0606'RECOVERY NOTE BY US LAKE SURVEY 1940
 QK0606'STATION REPORTED DESTROYED.
 QK0606
 QK0606                          STATION RECOVERY (1956)
 QK0606
 QK0606'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0606'AN INVERSE WAS COMPUTED FROM TRIANGULATION STATION ENERGY AND A
 QK0606'TRAVERSE RUN TO THE COMPUTED
 QK0606'POINT FOR HAMMOND (USLS).  THE POINT FELL IN THE HIGHWAY WHERE A
 QK0606'SANDHILL ABOUT 25 FEET HIGH WAS
 QK0606'GRADED OUT FOR THE HIGHWAY BED.  THE MARK WAS NOT FOUND AND IS
 QK0606'BELIEVED TO BE DESTROYED BY HIGHWAY
 QK0606'CONSTRUCTION.
 QK0606
 QK0606                          STATION RECOVERY (1999)
 QK0606
 QK0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0058 ***********************************************************************
 SG0058  DESIGNATION -  HANCOCK
 SG0058  PID         -  SG0058
 SG0058  STATE/COUNTY-  MI/HOUGHTON
 SG0058  USGS QUAD   -  HANCOCK (1975)
 SG0058
 SG0058                         *CURRENT SURVEY CONTROL
 SG0058  ___________________________________________________________________
 SG0058* NAD 83(1986)-  47 07 30.     (N)    088 35 21.     (W)     SCALED    
 SG0058* NAVD 88     -       208.998  (meters)     685.69   (feet)  ADJUSTED  
 SG0058  ___________________________________________________________________
 SG0058  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 SG0058  DYNAMIC HT  -         209.029 (meters)     685.79  (feet)  COMP
 SG0058  MODELED GRAV-     980,759.4   (mgal)                       NAVD 88
 SG0058
 SG0058  VERT ORDER  -  FIRST     CLASS II
 SG0058
 SG0058.The horizontal coordinates were scaled from a topographic map and have
 SG0058.an estimated accuracy of +/- 6 seconds.
 SG0058
 SG0058.The orthometric height was determined by differential leveling
 SG0058.and adjusted by the National Geodetic Survey in June 1991..
 SG0058
 SG0058.The geoid height was determined by GEOID03.
 SG0058
 SG0058.The dynamic height is computed by dividing the NAVD 88
 SG0058.geopotential number by the normal gravity value computed on the
 SG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0058.degrees latitude (g = 980.6199 gals.).
 SG0058
 SG0058.The modeled gravity was interpolated from observed gravity values.
 SG0058
 SG0058;                    North         East    Units  Estimated Accuracy
 SG0058;SPC MI N     -   261,480.    7,879,420.      MT  (+/- 180 meters Scaled)
 SG0058
 SG0058                          SUPERSEDED SURVEY CONTROL
 SG0058
 SG0058  NGVD 29 (??/??/92)  209.008  (m)          685.72   (f) ADJ UNCH    1 2
 SG0058
 SG0058.Superseded values are not recommended for survey control.
 SG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0058.See file dsdata.txt to determine how the superseded data were derived.
 SG0058
 SG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT794202(NAD 83)
 SG0058_MARKER: DB = BENCH MARK DISK
 SG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0058_STAMPING: HANCOCK 1934
 SG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0058+STABILITY: SURFACE MOTION
 SG0058
 SG0058  HISTORY     - Date     Condition        Report By
 SG0058  HISTORY     - 1934     MONUMENTED       CGS
 SG0058  HISTORY     - 19951013 MARK NOT FOUND   USPSQD
 SG0058  HISTORY     - 19960709 MARK NOT FOUND   NGS
 SG0058
 SG0058                          STATION DESCRIPTION
 SG0058
 SG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0058'AT HANCOCK.
 SG0058'AT HANCOCK, HOUGHTON COUNTY, ABOUT 10 RAILS WEST OF THE MINERAL
 SG0058'RANGE RAILROAD PASSENGER STATION, 1 FOOT WEST OF THE SIDEWALK ON THE
 SG0058'EAST SIDE OF DEKOTA STREET, AND 30 FEET NORTH OF THE TRACK.  A
 SG0058'STANDARD DISK, STAMPED HANCOCK 1934 AND SET IN THE TOP OF A CONCRETE
 SG0058'POST.
 SG0058
 SG0058                          STATION RECOVERY (1995)
 SG0058
 SG0058'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0058'MARK NOT FOUND.
 SG0058
 SG0058                          STATION RECOVERY (1996)
 SG0058
 SG0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0058'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0197 ***********************************************************************
 SG0197  DESIGNATION -  HANCOCK MINE SMOKESTK MIGS
 SG0197  PID         -  SG0197
 SG0197  STATE/COUNTY-  MI/HOUGHTON
 SG0197  USGS QUAD   -  HANCOCK (1975)
 SG0197
 SG0197                         *CURRENT SURVEY CONTROL
 SG0197  ___________________________________________________________________
 SG0197* NAD 83(1994)-  47 07 55.86595(N)    088 35 37.07858(W)     ADJUSTED  
 SG0197* NAVD 88     -                                                        
 SG0197  ___________________________________________________________________
 SG0197  LAPLACE CORR-         -13.63  (seconds)                    DEFLEC99
 SG0197  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 SG0197
 SG0197  HORZ ORDER  -  THIRD
 SG0197
 SG0197.The horizontal coordinates were established by classical geodetic methods
 SG0197.and adjusted by the National Geodetic Survey in February 1997..
 SG0197
 SG0197
 SG0197.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0197
 SG0197.The geoid height was determined by GEOID03.
 SG0197
 SG0197;                    North         East     Units Scale Factor Converg.
 SG0197;SPC MI N     -   262,288.310 7,879,100.566   MT  1.00001229   -1 09 06.7
 SG0197;SPC MI N     -   860,525.95 25,850,067.47   iFT  1.00001229   -1 09 06.7
 SG0197;UTM  16      - 5,221,085.544   379,143.409   MT  0.99977951   -1 10 05.4
 SG0197
 SG0197                          SUPERSEDED SURVEY CONTROL
 SG0197
 SG0197  NAD 83(1986)-  47 07 55.86198(N)    088 35 37.05342(W) AD(       ) 4
 SG0197  NAD 27      -  47 07 56.13000(N)    088 35 36.62000(W) AD(       ) 3
 SG0197
 SG0197.Superseded values are not recommended for survey control.
 SG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0197.See file dsdata.txt to determine how the superseded data were derived.
 SG0197
 SG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7914321086(NAD 83)
 SG0197_MARKER: 63 = STACK
 SG0197
 SG0197  HISTORY     - Date     Condition        Report By
 SG0197  HISTORY     - 1934     FIRST OBSERVED   MIGS
 SG0197  HISTORY     - 20050315 MARK NOT FOUND   GEOCAC
 SG0197
 SG0197                          STATION DESCRIPTION
 SG0197
 SG0197'DESCRIBED BY GEOCACHING 2005 (MPR)
 SG0197'DGPS PLACES THE SITE LOCATION, (NOW A VACANT WOODED LOT) IN THE
 SG0197'NORTHEAST CORNER OF THE INTERSECTION OF ELEVATION STEET (INTERSECTS
 SG0197'US-41) AND MARKET STREET, 1 BLOCK NORTH OF US-41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0192 ***********************************************************************
 SG0192  DESIGNATION -  HANCOCK QUINCY MINE 6 TALL STK
 SG0192  PID         -  SG0192
 SG0192  STATE/COUNTY-  MI/HOUGHTON
 SG0192  USGS QUAD   -  HANCOCK (1975)
 SG0192
 SG0192                         *CURRENT SURVEY CONTROL
 SG0192  ___________________________________________________________________
 SG0192* NAD 83(1994)-  47 08 22.92300(N)    088 34 13.26351(W)     ADJUSTED  
 SG0192* NAVD 88     -                                                        
 SG0192  ___________________________________________________________________
 SG0192  LAPLACE CORR-         -14.99  (seconds)                    DEFLEC99
 SG0192  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 SG0192
 SG0192  HORZ ORDER  -  THIRD
 SG0192
 SG0192.The horizontal coordinates were established by classical geodetic methods
 SG0192.and adjusted by the National Geodetic Survey in February 1997..
 SG0192
 SG0192
 SG0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0192
 SG0192.The geoid height was determined by GEOID03.
 SG0192
 SG0192;                    North         East     Units Scale Factor Converg.
 SG0192;SPC MI N     -   263,088.471 7,880,883.149   MT  1.00001425   -1 08 06.1
 SG0192;SPC MI N     -   863,151.15 25,855,915.84   iFT  1.00001425   -1 08 06.1
 SG0192;UTM  16      - 5,221,885.011   380,925.797   MT  0.99977426   -1 09 04.4
 SG0192
 SG0192                          SUPERSEDED SURVEY CONTROL
 SG0192
 SG0192  NAD 83(1986)-  47 08 22.91810(N)    088 34 13.24056(W) AD(       ) 4
 SG0192  NAD 27      -  47 08 23.18500(N)    088 34 12.78400(W) AD(       ) 3
 SG0192
 SG0192.Superseded values are not recommended for survey control.
 SG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0192.See file dsdata.txt to determine how the superseded data were derived.
 SG0192
 SG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8092621885(NAD 83)
 SG0192_MARKER: 63 = STACK
 SG0192
 SG0192  HISTORY     - Date     Condition        Report By
 SG0192  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0192  HISTORY     - 1959     GOOD             CGS
 SG0192  HISTORY     - 1975     POOR             NGS
 SG0192  HISTORY     - 1981     POOR             NOS
 SG0192  HISTORY     - 19951013 POOR             USPSQD
 SG0192  HISTORY     - 20031003 MARK NOT FOUND   GEOCAC
 SG0192
 SG0192                          STATION DESCRIPTION
 SG0192
 SG0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0192'IN THE LOCALITY OF HANCOCK, AT THE POWER PLANT AT QUINCY
 SG0192'MINE NO. 6, THE TALLER CONCRETE STACK, APPROXIMATELY 150
 SG0192'FEET HIGH, WHICH LIES TO THE EAST OF ANOTHER SMALLER ONE.
 SG0192'
 SG0192'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 SG0192'STATIONS WHEAL KATE ECC., ARCADIA AND KEWEENAW POINT NORTH
 SG0192'BASE (USLS) 1871.
 SG0192
 SG0192                          STATION RECOVERY (1959)
 SG0192
 SG0192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0192'STATION RECOVERED AS DESCRIBED, HOWEVER, MINE IS NO LONGER
 SG0192'IN OPERATION.
 SG0192
 SG0192                          STATION RECOVERY (1975)
 SG0192
 SG0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 SG0192'THE STATION WAS RECOVERED AS DESCRIBED.  A PORTION OF THE TOP OF
 SG0192'THE STACK HAS BEEN REMOVED.
 SG0192'
 SG0192'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0192'2.5 MILE N OF HANCOCK.
 SG0192
 SG0192                          STATION RECOVERY (1981)
 SG0192
 SG0192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0192'THE STATION WAS RECOVERED AS DESCRIBED.  THE TOP OF THE
 SG0192'STACK HAS BROKEN OFF.
 SG0192
 SG0192                          STATION RECOVERY (1995)
 SG0192
 SG0192'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0192'MARK RECOVERED IN POOR CONDITION.
 SG0192
 SG0192                          STATION RECOVERY (2003)
 SG0192
 SG0192'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0192'THE SMOKESTACK HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0198 ***********************************************************************
 SG0198  DESIGNATION -  HANCOCK QUINCY MINING TOWN TK
 SG0198  PID         -  SG0198
 SG0198  STATE/COUNTY-  MI/HOUGHTON
 SG0198  USGS QUAD   -  HANCOCK (1975)
 SG0198
 SG0198                         *CURRENT SURVEY CONTROL
 SG0198  ___________________________________________________________________
 SG0198* NAD 83(1994)-  47 08 25.44869(N)    088 34 28.33828(W)     ADJUSTED  
 SG0198* NAVD 88     -                                                        
 SG0198  ___________________________________________________________________
 SG0198  LAPLACE CORR-         -14.55  (seconds)                    DEFLEC99
 SG0198  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 SG0198
 SG0198  HORZ ORDER  -  THIRD
 SG0198
 SG0198.The horizontal coordinates were established by classical geodetic methods
 SG0198.and adjusted by the National Geodetic Survey in February 1997..
 SG0198
 SG0198
 SG0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0198
 SG0198.The geoid height was determined by GEOID03.
 SG0198
 SG0198;                    North         East     Units Scale Factor Converg.
 SG0198;SPC MI N     -   263,172.755 7,880,567.107   MT  1.00001444   -1 08 17.0
 SG0198;SPC MI N     -   863,427.67 25,854,878.96   iFT  1.00001444   -1 08 17.0
 SG0198;UTM  16      - 5,221,969.364   380,609.855   MT  0.99977518   -1 09 15.5
 SG0198
 SG0198                          SUPERSEDED SURVEY CONTROL
 SG0198
 SG0198  NAD 83(1986)-  47 08 25.44302(N)    088 34 28.31364(W) AD(       ) 4
 SG0198  NAD 27      -  47 08 25.70400(N)    088 34 27.86800(W) AD(       ) 3
 SG0198
 SG0198.Superseded values are not recommended for survey control.
 SG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0198.See file dsdata.txt to determine how the superseded data were derived.
 SG0198
 SG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8061021969(NAD 83)
 SG0198_MARKER: 53 = ELEVATED TANK
 SG0198
 SG0198  HISTORY     - Date     Condition        Report By
 SG0198  HISTORY     - 1939     FIRST OBSERVED   CGS
 SG0198  HISTORY     - 1959     GOOD             CGS
 SG0198  HISTORY     - 1975     GOOD             NGS
 SG0198  HISTORY     - 1981     GOOD             NOS
 SG0198  HISTORY     - 19951013 GOOD             USPSQD
 SG0198  HISTORY     - 20010913 GOOD             USPSQD
 SG0198  HISTORY     - 20031003 MARK NOT FOUND   GEOCAC
 SG0198
 SG0198                          STATION DESCRIPTION
 SG0198
 SG0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 SG0198'IN THE LOCALITY OF HANCOCK, AT THE QUINCY MINING TOWN, TWO
 SG0198'BLOCKS NORTH OF U.S. HIGHWAY 41 AND JUST NORTH OF QUINCY
 SG0198'MINE NO. 2, A BLACK STEEL TANK APPROXIMATELY 75 FEET HIGH.
 SG0198'
 SG0198'THE FINIAL OF THIS TANK WAS OBSERVED UPON FROM TRIANGULATION
 SG0198'STATIONS CALUMET, PEQUAMING, KEWEENAW POINT NORTH BASE (USLS)
 SG0198'1871 AND KEWEENAW POINT SOUTH BASE (USLS) 1871.
 SG0198
 SG0198                          STATION RECOVERY (1959)
 SG0198
 SG0198'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 SG0198'STATION RECOVERED AS DESCRIBED, HOWEVER, MINE IS NO LONGER
 SG0198'IN OPERATION.
 SG0198
 SG0198                          STATION RECOVERY (1975)
 SG0198
 SG0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JWB)
 SG0198'STATION RECOVERED AS DESCRIBED.
 SG0198'
 SG0198'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 SG0198'2.5 MILE N OF HANCOCK.
 SG0198
 SG0198                          STATION RECOVERY (1981)
 SG0198
 SG0198'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0198'STATION WAS RECOVERED AS DESCRIBED.
 SG0198
 SG0198                          STATION RECOVERY (1995)
 SG0198
 SG0198'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0198'RECOVERED IN GOOD CONDITION.
 SG0198
 SG0198                          STATION RECOVERY (2001)
 SG0198
 SG0198'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0198'RECOVERED IN GOOD CONDITION.
 SG0198
 SG0198                          STATION RECOVERY (2003)
 SG0198
 SG0198'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0198'THE ORIGINAL TANK HAS BEEN REMOVED. A NEW TANK SIMILAR IN APPEARANCE
 SG0198'WAS BUILT NEARBY.
 SG0198' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0640 ***********************************************************************
 RK0640  DESIGNATION -  HANLEY
 RK0640  PID         -  RK0640
 RK0640  STATE/COUNTY-  MI/ALGER
 RK0640  USGS QUAD   -  JUNIPER (1985)
 RK0640
 RK0640                         *CURRENT SURVEY CONTROL
 RK0640  ___________________________________________________________________
 RK0640* NAD 83(1994)-  46 21 27.99471(N)    086 36 58.37719(W)     ADJUSTED  
 RK0640* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 RK0640  ___________________________________________________________________
 RK0640  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 RK0640  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 RK0640
 RK0640  HORZ ORDER  -  SECOND
 RK0640
 RK0640.The horizontal coordinates were established by classical geodetic methods
 RK0640.and adjusted by the National Geodetic Survey in February 1997..
 RK0640
 RK0640.The orthometric height was scaled from a topographic map.
 RK0640
 RK0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0640
 RK0640.The geoid height was determined by GEOID03.
 RK0640
 RK0640;                    North         East     Units Scale Factor Converg.
 RK0640;SPC MI N     -   175,061.621 8,029,534.026   MT  0.99990363   +0 16 38.6
 RK0640;SPC MI N     -   574,349.15 26,343,615.57   iFT  0.99990363   +0 16 38.6
 RK0640;UTM  16      - 5,133,871.702   529,525.163   MT  0.99961072   +0 16 39.8
 RK0640
 RK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0640!SPC MI N     -   0.99995909  x   0.99990363  =   0.99986272
 RK0640!UTM  16      -   0.99995909  x   0.99961072  =   0.99956982
 RK0640
 RK0640|---------------------------------------------------------------------|
 RK0640| PID    Reference Object                     Distance      Geod. Az  |
 RK0640|                                                           dddmmss.s |
 RK0640| CH1232 HANLEY RM 1                          31.102 METERS 11042     |
 RK0640| CH1231 HANLEY AZ MK                                       2771322.5 |
 RK0640| CH1233 HANLEY RM 2                          37.990 METERS 34503     |
 RK0640| RK0639 WETMORE LOOKOUT TOWER               APPROX. 0.8 KM 3594244.1 |
 RK0640|---------------------------------------------------------------------|
 RK0640
 RK0640                          SUPERSEDED SURVEY CONTROL
 RK0640
 RK0640  NAD 83(1986)-  46 21 27.98959(N)    086 36 58.37329(W) AD(       ) 2
 RK0640  NAD 27      -  46 21 28.16862(N)    086 36 57.80747(W) AD(       ) 2
 RK0640
 RK0640.Superseded values are not recommended for survey control.
 RK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0640.See file dsdata.txt to determine how the superseded data were derived.
 RK0640
 RK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2952533872(NAD 83)
 RK0640_MARKER: DS = TRIANGULATION STATION DISK
 RK0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0640
 RK0640  HISTORY     - Date     Condition        Report By
 RK0640  HISTORY     - 1975     MONUMENTED       NGS
 RK0640
 RK0640                          STATION DESCRIPTION
 RK0640
 RK0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LMC)
 RK0640'STATION IS ABOUT 7 MILES WEST OF SHINGLETON, 4 MILES SOUTHEAST OF
 RK0640'MUNISING, IN SECTION 25, T. 46 N., R. 19 W., AND ON PROPERTY OF THE
 RK0640'ALGER COUNTY, HANLEY AIRPORT.
 RK0640'
 RK0640'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 94 IN
 RK0640'SHINGLETON, GO NORTHWESTERLY ON HIGHWAY 28 AND 94 FOR 7.7 MILES TO A
 RK0640'CROSSROAD AT THE NORTHEAST EDGE OF THE SMALL VILLAGE OF WETMORE.
 RK0640'TURN LEFT AND GO SOUTH ON FEDERAL FOREST HIGHWAY 13 FOR 1.6 MILES TO
 RK0640'A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTHWEST ON A SAND ROAD FOR
 RK0640'0.1 MILE TO THE STATION ON THE RIGHT, JUST SOUTH OF THE HANLEY
 RK0640'AIRPORT TERMINAL BUILDING.
 RK0640'
 RK0640'TO REACH THE AZIMUTH MARK FROM THE AIR TERMINAL BUILDING, GO WEST
 RK0640'ACROSS THE AIR STRIP FOR 0.25 MILE TO THE EDGE OF THE WOODS AND THE
 RK0640'AZIMUTH MARK.
 RK0640'
 RK0640'STATION MARKS ARE STANDARD DISKS STAMPED HANLEY 1965.  THE SURFACE
 RK0640'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 RK0640'SURFACE OF THE GROUND.  IT IS 127 FEET SOUTH-SOUTHEAST OF THE
 RK0640'SOUTHEAST CORNER OF THE AIR TERMINAL BUILDING, 54 FEET NORTHWEST
 RK0640'OF AN 8 INCH PINE TREE, 46 FEET SOUTHWEST OF AN 8 INCH PINE TREE, 22
 RK0640'FEET WEST OF THE CENTER OF A SAND ROAD, AND 11 FEET EAST OF A
 RK0640'FENCE AND A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 RK0640'IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE
 RK0640'GROUND.
 RK0640'
 RK0640'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HANLEY NO 1 1965, IS
 RK0640'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 RK0640'THE GROUND.  IT IS 26 FEET NORTHEAST OF THE CENTER OF THE SAND
 RK0640'ROAD, 17 FEET SOUTHEAST OF A 6 INCH PINE TREE, AND 7 FEET
 RK0640'NORTHWEST OF AN 8 INCH PINE TREE.
 RK0640'
 RK0640'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HANLEY NO 2 1965, IS
 RK0640'SET IN A ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF
 RK0640'THE GROUND.  IT IS 43 FEET WEST OF THE CENTER OF THE SAND ROAD, 9
 RK0640'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE AIR TERMINAL
 RK0640'BUILDING, AND 5 FEET EAST OF THE FENCE.
 RK0640'
 RK0640'AZIMUTH MARK, A STANDARD DISK STAMPED HANLEY 1965, IS SET IN A ROUND
 RK0640'CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 98 FEET WEST
 RK0640'NORTHWEST OF A 12 INCH PLUM TREE, 64 FEET SOUTHWEST OF A 6 INCH
 RK0640'PLUM TREE, AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 RK0640'
 RK0640'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0919 ***********************************************************************
 RJ0919  DESIGNATION -  HAR IBC 1944 SUGAR ISW B
 RJ0919  PID         -  RJ0919
 RJ0919  STATE/COUNTY-  MI/CHIPPEWA
 RJ0919  USGS QUAD   -  GOETZVILLE (1976)
 RJ0919
 RJ0919                         *CURRENT SURVEY CONTROL
 RJ0919  ___________________________________________________________________
 RJ0919* NAD 83(1994)-  46 19 23.02830(N)    084 07 19.73905(W)     ADJUSTED  
 RJ0919* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0919  ___________________________________________________________________
 RJ0919  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 RJ0919  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0919
 RJ0919  HORZ ORDER  -  THIRD
 RJ0919
 RJ0919.The horizontal coordinates were established by classical geodetic methods
 RJ0919.and adjusted by the National Geodetic Survey in February 1997..
 RJ0919
 RJ0919.The orthometric height was scaled from a topographic map.
 RJ0919
 RJ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0919
 RJ0919.The geoid height was determined by GEOID03.
 RJ0919
 RJ0919;                    North         East     Units Scale Factor Converg.
 RJ0919;SPC MI N     -   175,154.053 8,221,556.626   MT  0.99990305   +2 04 48.3
 RJ0919;SPC MI N     -   574,652.40 26,973,610.98   iFT  0.99990305   +2 04 48.3
 RJ0919;SPC MI C     -   334,133.762 6,018,834.364   MT  1.00020410   +0 10 21.8
 RJ0919;SPC MI C     - 1,096,239.38 19,746,831.90   iFT  1.00020410   +0 10 21.8
 RJ0919;UTM  16      - 5,133,968.581   721,533.944   MT  1.00020332   +2 04 56.0
 RJ0919
 RJ0919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0919!SPC MI N     -   0.99997815  x   0.99990305  =   0.99988120
 RJ0919!SPC MI C     -   0.99997815  x   1.00020410  =   1.00018225
 RJ0919!UTM  16      -   0.99997815  x   1.00020332  =   1.00018147
 RJ0919
 RJ0919:                Primary Azimuth Mark                     Grid Az
 RJ0919:SPC MI N     -  55 USLS 1878 SUGAR IS EB                 097 46 57.5
 RJ0919:SPC MI C     -  55 USLS 1878 SUGAR IS EB                 099 41 24.0
 RJ0919:UTM  16      -  55 USLS 1878 SUGAR IS EB                 097 46 49.8
 RJ0919
 RJ0919|---------------------------------------------------------------------|
 RJ0919| PID    Reference Object                     Distance      Geod. Az  |
 RJ0919|                                                           dddmmss.s |
 RJ0919| RJ0904 55 USLS 1878 SUGAR IS EB            APPROX. 0.6 KM 0995145.8 |
 RJ0919|---------------------------------------------------------------------|
 RJ0919
 RJ0919                          SUPERSEDED SURVEY CONTROL
 RJ0919
 RJ0919  NAD 83(1986)-  46 19 23.01328(N)    084 07 19.74789(W) AD(       ) 3
 RJ0919  NAD 27      -  46 19 22.95400(N)    084 07 19.64200(W) AD(       ) 3
 RJ0919
 RJ0919.Superseded values are not recommended for survey control.
 RJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0919.See file dsdata.txt to determine how the superseded data were derived.
 RJ0919
 RJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2153433969(NAD 83)
 RJ0919_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0919+STABILITY: SURFACE MOTION
 RJ0919
 RJ0919  HISTORY     - Date     Condition        Report By
 RJ0919  HISTORY     - 1944     MONUMENTED       IBC
 RJ0919  HISTORY     - 1958     GOOD             IBC
 RJ0919
 RJ0919                          STATION DESCRIPTION
 RJ0919
 RJ0919'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0919'AT ABOUT THE CENTER OF THE S END OF SUGAR ISLAND, ON LAND BELONGING
 RJ0919'TO MR EDWARD RAINS, AND NE OF HIS HOUSE NEAR THE POINT OF A CEDAR
 RJ0919'GROVE.  IT IS 50 FEET W OF THE E CEDAR IN THE GROVE, 200 FEET N OF
 RJ0919'THE ROAD, IN AN OPENING IN THE POINT OF CEDARS, HAVING A ROW OF
 RJ0919'CEDARS ON S SIDE AND A SHORTER ROW ON THE N SIDE, AND A THICK GROVE
 RJ0919'18 FEET W AT THE HEAD OF THE OPEN PLACE.  AT THE E THIS LITTLE OPENING
 RJ0919'LEADS INTO THE LARGE OPEN FIELD WHERE THE HARWOOD POINT RANGES ARE
 RJ0919'LOCATED.  AN OPEN LANE THROUGH THE TREES TO 59 NEEBISH PASSES A
 RJ0919'HUNDRED METERS E OF MR RAINS HOUSE.
 RJ0919'
 RJ0919'STATION MARK IS A COPPER WIRE IN A CYLINDER OF CONCRETE 7 INCHES
 RJ0919'IN DIAMETER AND 10 INCHES LONG, BURIED WITH ITS TOP 20 INCHES
 RJ0919'UNDERGROUND.  A STANDARD I B C BRONZE DISK IN A CONCRETE CYLINDER 7
 RJ0919'INCHES IN DIAMETER AND 20 INCHES LONG IS OVER THE STATION, PROJECTING
 RJ0919'8 INCHES IN A CAIRN.
 RJ0919
 RJ0919                          STATION RECOVERY (1958)
 RJ0919
 RJ0919'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0119 ***********************************************************************
 RJ0119  DESIGNATION -  HARBOR
 RJ0119  PID         -  RJ0119
 RJ0119  STATE/COUNTY-  MI/CHIPPEWA
 RJ0119  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0119
 RJ0119                         *CURRENT SURVEY CONTROL
 RJ0119  ___________________________________________________________________
 RJ0119* NAD 83(1986)-  46 28 10.     (N)    084 17 51.     (W)     SCALED    
 RJ0119* NAVD 88     -       178.066  (meters)     584.20   (feet)  ADJUSTED  
 RJ0119  ___________________________________________________________________
 RJ0119  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0119  DYNAMIC HT  -         178.076 (meters)     584.24  (feet)  COMP
 RJ0119  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0119
 RJ0119  VERT ORDER  -  FIRST     CLASS 0
 RJ0119
 RJ0119.The horizontal coordinates were scaled from a topographic map and have
 RJ0119.an estimated accuracy of +/- 6 seconds.
 RJ0119
 RJ0119.The orthometric height was determined by differential leveling
 RJ0119.and adjusted by the National Geodetic Survey in June 1991..
 RJ0119.WARNING-Repeat measurements at this control monument indicate possible
 RJ0119.vertical movement.
 RJ0119
 RJ0119.The geoid height was determined by GEOID03.
 RJ0119
 RJ0119.The dynamic height is computed by dividing the NAVD 88
 RJ0119.geopotential number by the normal gravity value computed on the
 RJ0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0119.degrees latitude (g = 980.6199 gals.).
 RJ0119
 RJ0119.The modeled gravity was interpolated from observed gravity values.
 RJ0119
 RJ0119;                    North         East    Units  Estimated Accuracy
 RJ0119;SPC MI N     -   190,940.    8,207,510.      MT  (+/- 180 meters Scaled)
 RJ0119
 RJ0119                          SUPERSEDED SURVEY CONTROL
 RJ0119
 RJ0119.No superseded survey control is available for this station.
 RJ0119
 RJ0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS074497(NAD 83)
 RJ0119_MARKER: Z = SEE DESCRIPTION
 RJ0119_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0119+WITH SETTING: INTO GROUND
 RJ0119_MARK LOGO: NONE  
 RJ0119_PROJECTION: FLUSH
 RJ0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0119+STABILITY: SURFACE MOTION
 RJ0119_ROD/PIPE-DEPTH: 19.8 meters
 RJ0119
 RJ0119  HISTORY     - Date     Condition        Report By
 RJ0119  HISTORY     - 1971     MONUMENTED       NOS
 RJ0119  HISTORY     - 1972     GOOD             USLS
 RJ0119  HISTORY     - 1983     GOOD             NGS
 RJ0119  HISTORY     - 19940722 GOOD             USPSQD
 RJ0119  HISTORY     - 19950603 MARK NOT FOUND   USPSQD
 RJ0119  HISTORY     - 20011029 MARK NOT FOUND   USPSQD
 RJ0119
 RJ0119                          STATION DESCRIPTION
 RJ0119
 RJ0119'DESCRIBED BY US LAKE SURVEY 1972
 RJ0119'3.5 MI SE FROM SAULT STE MARIE.
 RJ0119'HARBOR IS IN CHIPPEWA COUNTY, MICHIGAN, 3.5 MILES SOUTHEASTERLY
 RJ0119'OF INTERSECTION OF PORTAGE AVENUE (RIVERSIDE DRIVE) AND ASHMUN
 RJ0119'STREET IN SAULT STE. MARIE, AT MUNICIPAL BOAT HARBOR, 170 FEET
 RJ0119'NORTHEAST OF RIVERSIDE DRIVE, 144.0 FEET NORTHEAST OF UTILITY
 RJ0119'POLE NO. 23/49, 47.4 FEET WEST OF WEST CORNER OF CONCRETE BASE
 RJ0119'OF 4TH LAMP POST FROM EAST END OF HARBOR PROPERTY, 30.8 FEET
 RJ0119'SOUTHWEST OF INNER EDGE OF STEEL SHEET PILING, 27.0 FEET NORTHEAST
 RJ0119'OF SOUTH CORNER, 2.4 FEET SOUTHEAST OF EAST CORNER AND IN LINE
 RJ0119'WITH NORTHEAST FACE OF HARBOR OFFICE BUILDING, 1/2-FOOT BELOW
 RJ0119'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 RJ0119'DIAMETER COPPER-COATED STEEL ROD, 65 FEET LONG.
 RJ0119
 RJ0119                          STATION RECOVERY (1983)
 RJ0119
 RJ0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0119'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 RJ0119'MI) SOUTHEAST ALONG PORTAGE AVENUE AND RIVERSIDE DRIVE FROM THE
 RJ0119'JUNCTION OF ASHMUN STREET IN SAULT STE. MARIE, AT THE MUNICIPAL BOAT
 RJ0119'HARBOR, 51.8 METERS (170.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 RJ0119'AVENUE, 14.5 METERS (47.4 FT) WEST OF THE WEST CORNER OF THE CONCRETE
 RJ0119'BASE OF THE FOURTH LAMPPOST FROM THE SOUTHEAST END OF THE HARBOR, 0.73
 RJ0119'METERS (2.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER AND IN LINE WITH THE
 RJ0119'NORTHEAST FACE OF THE HARBOR OFFICE BUILDING, 8.2 METERS (27.0 FT)
 RJ0119'NORTHEAST OF THE SOUTHWEST CORNER OF THE OFFICE BUILDING.
 RJ0119'THE MARK IS 0.15 M BELOW GROUND.
 RJ0119
 RJ0119                          STATION RECOVERY (1994)
 RJ0119
 RJ0119'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0119'RECOVERED IN GOOD CONDITION.
 RJ0119
 RJ0119                          STATION RECOVERY (1995)
 RJ0119
 RJ0119'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0119'MARK NOT FOUND.
 RJ0119
 RJ0119                          STATION RECOVERY (2001)
 RJ0119
 RJ0119'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RJ0119'A NEW BUILDING NOW OCCUPIES SITE WITH NEW LAMP POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0176 ***********************************************************************
 OJ0176  DESIGNATION -  HARBOR BEACH
 OJ0176  PID         -  OJ0176
 OJ0176  STATE/COUNTY-  MI/HURON
 OJ0176  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0176
 OJ0176                         *CURRENT SURVEY CONTROL
 OJ0176  ___________________________________________________________________
 OJ0176* NAD 83(1986)-  43 50 40.     (N)    082 39 04.     (W)     SCALED    
 OJ0176* NAVD 88     -       185.891  (meters)     609.88   (feet)  ADJUSTED  
 OJ0176  ___________________________________________________________________
 OJ0176  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0176  DYNAMIC HT  -         185.861 (meters)     609.78  (feet)  COMP
 OJ0176  MODELED GRAV-     980,450.2   (mgal)                       NAVD 88
 OJ0176
 OJ0176  VERT ORDER  -  FIRST     CLASS 0
 OJ0176
 OJ0176.The horizontal coordinates were scaled from a topographic map and have
 OJ0176.an estimated accuracy of +/- 6 seconds.
 OJ0176
 OJ0176.The orthometric height was determined by differential leveling
 OJ0176.and adjusted by the National Geodetic Survey in June 1991..
 OJ0176
 OJ0176.The geoid height was determined by GEOID03.
 OJ0176
 OJ0176.The dynamic height is computed by dividing the NAVD 88
 OJ0176.geopotential number by the normal gravity value computed on the
 OJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0176.degrees latitude (g = 980.6199 gals.).
 OJ0176
 OJ0176.The modeled gravity was interpolated from observed gravity values.
 OJ0176
 OJ0176;                    North         East    Units  Estimated Accuracy
 OJ0176;SPC MI S     -   261,840.    4,137,950.      MT  (+/- 180 meters Scaled)
 OJ0176
 OJ0176                          SUPERSEDED SURVEY CONTROL
 OJ0176
 OJ0176  NGVD 29 (??/??/??)  185.999  (m)          610.23   (f) ADJUSTED    1 0
 OJ0176
 OJ0176.Superseded values are not recommended for survey control.
 OJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0176.See file dsdata.txt to determine how the superseded data were derived.
 OJ0176
 OJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ672559(NAD 83)
 OJ0176_MARKER: DB = BENCH MARK DISK
 OJ0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0176_SP_SET: FOUNDATION
 OJ0176_STAMPING: HARBOR BEACH 1934
 OJ0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0176
 OJ0176  HISTORY     - Date     Condition        Report By
 OJ0176  HISTORY     - 1934     MONUMENTED       CGS
 OJ0176  HISTORY     - 1935     GOOD             NGS
 OJ0176  HISTORY     - 1976     GOOD             NOS
 OJ0176  HISTORY     - 1980     GOOD             NGS
 OJ0176  HISTORY     - 19991211 GOOD             USPSQD
 OJ0176
 OJ0176                          STATION DESCRIPTION
 OJ0176
 OJ0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OJ0176'AT HARBOR BEACH.
 OJ0176'AT HARBOR BEACH, HURON COUNTY, AT THE CORNER OF STATE AND HURON
 OJ0176'STREETS, AT THE HURON COUNTY STATE BANK, IN THE NORTHEAST FACE
 OJ0176'OF THE CONCRETE FOUNDATION, 6.8 FEET NORTH OF THE MIDDLE OF THE
 OJ0176'MAIN ENTRANCE, AND 8 INCHES ABOVE THE SIDEWALK.  A STANDARD
 OJ0176'DISK, STAMPED HARBOR BEACH 1934 AND SET VERTICALLY.
 OJ0176
 OJ0176                          STATION RECOVERY (1976)
 OJ0176
 OJ0176'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 OJ0176'AT THE NORTHWEST CORNER OF THE INTERSECTION OF HURON AND STATE STS.
 OJ0176'IN THE EAST FACE OF BUILDING OCCUPIED BY RAMSEYS HARDWARE, JUST NORTH
 OJ0176'OF THE CORNER ENTRANCE, 1.4 FT. SOUTH OF BASEMENT ENTRANCE WELL, 0.9
 OJ0176'FT. ABOVE THE SIDEWALK, BEING HORIZONTAL CROSS AT CENTER OF BRONZE
 OJ0176'DISK SET INTO THE CONCRETE FOUNDATION.
 OJ0176
 OJ0176                          STATION RECOVERY (1980)
 OJ0176
 OJ0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0176'IN HARBOR BEACH, AT THE NORTHWEST CORNER OF THE JUNCTION OF HURON
 OJ0176'AND STATE STREETS, SET VERTICALLY IN THE ANGLE OF A RED BRICK
 OJ0176'BUILDING THAT FACES THE CENTER OF THE INTERSECTION. 3.8 METERS
 OJ0176'(20.5 FEET) WEST OF THE WEST CURB OF HURON STREET, 7.4 METERS
 OJ0176'(24.3 FEET) NORTH OF THE NORTH CURB OF STATE STREET, 0.4 METER
 OJ0176'(1.4 FEET) SOUTH OF A BASEMENT ENTRANCE WELL.
 OJ0176'THE MARK IS 0.3 M ABOVE SIDEWALK.
 OJ0176
 OJ0176                          STATION RECOVERY (1999)
 OJ0176
 OJ0176'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0862 ***********************************************************************
 OJ0862  DESIGNATION -  HARBOR BEACH BAPTIST CH SP
 OJ0862  PID         -  OJ0862
 OJ0862  STATE/COUNTY-  MI/HURON
 OJ0862  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0862
 OJ0862                         *CURRENT SURVEY CONTROL
 OJ0862  ___________________________________________________________________
 OJ0862* NAD 83(1994)-  43 50 35.07516(N)    082 39 10.13055(W)     ADJUSTED  
 OJ0862* NAVD 88     -                                                        
 OJ0862  ___________________________________________________________________
 OJ0862  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OJ0862  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0862
 OJ0862  HORZ ORDER  -  THIRD
 OJ0862
 OJ0862.The horizontal coordinates were established by classical geodetic methods
 OJ0862.and adjusted by the National Geodetic Survey in February 1997..
 OJ0862
 OJ0862
 OJ0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0862
 OJ0862.The geoid height was determined by GEOID03.
 OJ0862
 OJ0862;                    North         East     Units Scale Factor Converg.
 OJ0862;SPC MI S     -   261,682.187 4,137,820.326   MT  1.00004692   +1 09 58.8
 OJ0862;SPC MI S     -   858,537.36 13,575,526.00   iFT  1.00004692   +1 09 58.8
 OJ0862;UTM  17      - 4,855,771.539   367,137.569   MT  0.99981712   -1 08 42.2
 OJ0862
 OJ0862                          SUPERSEDED SURVEY CONTROL
 OJ0862
 OJ0862  NAD 83(1986)-  43 50 35.06051(N)    082 39 10.15480(W) AD(       ) 4
 OJ0862  NAD 27      -  43 50 35.00438(N)    082 39 10.41560(W) AD(       ) 3
 OJ0862
 OJ0862.Superseded values are not recommended for survey control.
 OJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0862.See file dsdata.txt to determine how the superseded data were derived.
 OJ0862
 OJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6713855772(NAD 83)
 OJ0862_MARKER: 90 = CHURCH SPIRE
 OJ0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0862
 OJ0862  HISTORY     - Date     Condition        Report By
 OJ0862  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0862  HISTORY     - 19991211 GOOD             USPSQD
 OJ0862
 OJ0862                          STATION DESCRIPTION
 OJ0862
 OJ0862'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0862'THE STATION,HARBOR BEACH BAPTIST CH SP, IS THE HIGHEST VERTICAL
 OJ0862'POINT OF THE SPIRE.
 OJ0862'
 OJ0862'THE STATION IS LOCATED IN HARBOR BEACH, MICHIGAN IN THE NORTHWEST
 OJ0862'QUADRANT OF THE INTERSECTION OF SOUTH FIRST STREET AND BROAD
 OJ0862'STREET.
 OJ0862'
 OJ0862'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND COUNTY
 OJ0862'ROAD 142 IN HARBOR BEACH GO SOUTH ON M 25 FOR ONE BLOCK TO
 OJ0862'BROAD STREET ON THE RIGHT.  TURN RIGHT ON BROAD STREET (WEST)
 OJ0862'AND GO ONE BLOCK TO THE INTERSECTION OF S FIRST STREET.  THE STATION
 OJ0862'IS LOCATED NEAR THE NORTHWEST QUADRANT OF THE INTERSECTION.
 OJ0862'
 OJ0862'DESCRIBED BY B DECROIX.
 OJ0862
 OJ0862                          STATION RECOVERY (1999)
 OJ0862
 OJ0862'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0862'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0854 ***********************************************************************
 OJ0854  DESIGNATION -  HARBOR BEACH CABLE TV MAST
 OJ0854  PID         -  OJ0854
 OJ0854  STATE/COUNTY-  MI/HURON
 OJ0854  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0854
 OJ0854                         *CURRENT SURVEY CONTROL
 OJ0854  ___________________________________________________________________
 OJ0854* NAD 83(1994)-  43 51 28.61028(N)    082 39 28.92770(W)     ADJUSTED  
 OJ0854* NAVD 88     -       328.8    (meters)    1079.     (feet)  VERTCON   
 OJ0854  ___________________________________________________________________
 OJ0854  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 OJ0854  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0854
 OJ0854  HORZ ORDER  -  THIRD
 OJ0854
 OJ0854.The horizontal coordinates were established by classical geodetic methods
 OJ0854.and adjusted by the National Geodetic Survey in February 1997..
 OJ0854
 OJ0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0854
 OJ0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0854
 OJ0854.The geoid height was determined by GEOID03.
 OJ0854
 OJ0854;                    North         East     Units Scale Factor Converg.
 OJ0854;SPC MI S     -   263,325.685 4,137,366.969   MT  1.00005131   +1 09 46.0
 OJ0854;SPC MI S     -   863,929.41 13,574,038.61   iFT  1.00005131   +1 09 46.0
 OJ0854;UTM  17      - 4,857,431.602   366,750.958   MT  0.99981838   -1 08 56.3
 OJ0854
 OJ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0854!SPC MI S     -   0.99995395  x   1.00005131  =   1.00000526
 OJ0854!UTM  17      -   0.99995395  x   0.99981838  =   0.99977234
 OJ0854
 OJ0854                          SUPERSEDED SURVEY CONTROL
 OJ0854
 OJ0854  NAD 83(1986)-  43 51 28.59547(N)    082 39 28.95190(W) AD(       ) 4
 OJ0854  NAD 27      -  43 51 28.54086(N)    082 39 29.20965(W) AD(       ) 3
 OJ0854  NGVD 29 (07/19/86)  328.9    (m)         1079.     (f) VERT ANG       
 OJ0854
 OJ0854.Superseded values are not recommended for survey control.
 OJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0854.See file dsdata.txt to determine how the superseded data were derived.
 OJ0854
 OJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6675157432(NAD 83)
 OJ0854_MARKER: 42 = RADIO/TV MAST
 OJ0854_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0854
 OJ0854  HISTORY     - Date     Condition        Report By
 OJ0854  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0854  HISTORY     - 19991211 GOOD             USPSQD
 OJ0854
 OJ0854                          STATION DESCRIPTION
 OJ0854
 OJ0854'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0854'THE STATION, HARBOR BEACH CABLE TV MAST, IS THE CENTER OF
 OJ0854'THE RED LIGHT AT THE TOP OF THE MAST.  THE MAST DISPLAYS FOUR
 OJ0854'VERTICAL LIGHTS--TWO OCCULTING RED AND TWO FIXED RED.
 OJ0854'
 OJ0854'THE STATION IS LOCATED IN THE NORTH CITY LIMITS OF HARBOR BEACH.
 OJ0854'
 OJ0854'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0854'IN HARBOR BEACH GO NORTH ON M25 FOR 1.0 KILOMETER TO THE CITY
 OJ0854'OPERATED CAMPGROUND AND PARK.  THE STATION IS JUST NORTH OF
 OJ0854'THE NORTH PARK LIMITS.
 OJ0854'
 OJ0854'DESCRIBED BY T. KUCHCIAK.
 OJ0854
 OJ0854                          STATION RECOVERY (1999)
 OJ0854
 OJ0854'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0854'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5769 ***********************************************************************
 DF5769  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5769  DESIGNATION -  HARBOR BEACH CORS ARP
 DF5769  CORS_ID     -  HBCH
 DF5769  PID         -  DF5769
 DF5769  STATE/COUNTY-  MI/HURON
 DF5769  USGS QUAD   -  HARBOR BEACH (1978)
 DF5769
 DF5769                         *CURRENT SURVEY CONTROL
 DF5769  ___________________________________________________________________
 DF5769* NAD 83(CORS)-  43 50 46.48321(N)    082 38 35.06280(W)     ADJUSTED  
 DF5769* NAVD 88     -                                                        
 DF5769  ___________________________________________________________________
 DF5769  EPOCH DATE  -        2002.00
 DF5769  X           -     589,982.064 (meters)                     COMP
 DF5769  Y           -  -4,569,503.340 (meters)                     COMP
 DF5769  Z           -   4,395,888.301 (meters)                     COMP
 DF5769  ELLIP HEIGHT-         146.74  (meters)          (05/??/03) GPS OBS
 DF5769  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DF5769
 DF5769  HORZ ORDER  -  SPECIAL (CORS)
 DF5769  ELLP ORDER  -  SPECIAL (CORS)
 DF5769
 DF5769.ITRF positions are available for this station.
 DF5769.The coordinates were established by GPS observations
 DF5769.and adjusted by the National Geodetic Survey in May 2003..
 DF5769.The coordinates are valid at the epoch date displayed above.
 DF5769.The epoch date for horizontal control is a decimal equivalence
 DF5769.of Year/Month/Day.
 DF5769
 DF5769
 DF5769.The PID for the CORS L1 Phase Center is DF5770.
 DF5769
 DF5769.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5769
 DF5769.The ellipsoidal height was determined by GPS observations
 DF5769.and is referenced to NAD 83.
 DF5769
 DF5769.The geoid height was determined by GEOID03.
 DF5769
 DF5769;                    North         East     Units Scale Factor Converg.
 DF5769;SPC MI S     -   262,050.215 4,138,596.340   MT  1.00004785   +1 10 22.6
 DF5769;SPC MI S     -   859,744.80 13,578,071.98   iFT  1.00004785   +1 10 22.6
 DF5769
 DF5769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5769!SPC MI S     -   0.99997699  x   1.00004785  =   1.00002484
 DF5769
 DF5769                          SUPERSEDED SURVEY CONTROL
 DF5769
 DF5769.No superseded survey control is available for this station.
 DF5769
 DF5769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6792856108(NAD 83)
 DF5769_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF5769
 DF5769                          STATION DESCRIPTION
 DF5769
 DF5769'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF5769'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5769'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5769'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5769'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5769'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5770 ***********************************************************************
 DF5770  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF5770  DESIGNATION -  HARBOR BEACH CORS L1 PHASE CENTER
 DF5770  CORS_ID     -  HBCH
 DF5770  PID         -  DF5770
 DF5770  STATE/COUNTY-  MI/HURON
 DF5770  USGS QUAD   -  HARBOR BEACH (1978)
 DF5770
 DF5770                         *CURRENT SURVEY CONTROL
 DF5770  ___________________________________________________________________
 DF5770* NAD 83(CORS)-  43 50 46.48322(N)    082 38 35.06277(W)     ADJUSTED  
 DF5770* NAVD 88     -                                                        
 DF5770  ___________________________________________________________________
 DF5770  EPOCH DATE  -        2002.00
 DF5770  X           -     589,982.071 (meters)                     COMP
 DF5770  Y           -  -4,569,503.390 (meters)                     COMP
 DF5770  Z           -   4,395,888.350 (meters)                     COMP
 DF5770  ELLIP HEIGHT-         146.81  (meters)          (05/??/03) GPS OBS
 DF5770  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 DF5770
 DF5770  HORZ ORDER  -  SPECIAL (CORS)
 DF5770  ELLP ORDER  -  SPECIAL (CORS)
 DF5770
 DF5770.ITRF positions are available for this station.
 DF5770.The coordinates were established by GPS observations
 DF5770.and adjusted by the National Geodetic Survey in May 2003..
 DF5770.The coordinates are valid at the epoch date displayed above.
 DF5770.The epoch date for horizontal control is a decimal equivalence
 DF5770.of Year/Month/Day.
 DF5770
 DF5770
 DF5770.The PID for the CORS ARP is DF5769.
 DF5770
 DF5770.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF5770
 DF5770.The ellipsoidal height was determined by GPS observations
 DF5770.and is referenced to NAD 83.
 DF5770
 DF5770.The geoid height was determined by GEOID03.
 DF5770
 DF5770;                    North         East     Units Scale Factor Converg.
 DF5770;SPC MI S     -   262,050.215 4,138,596.341   MT  1.00004785   +1 10 22.6
 DF5770;SPC MI S     -   859,744.80 13,578,071.98   iFT  1.00004785   +1 10 22.6
 DF5770
 DF5770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5770!SPC MI S     -   0.99997698  x   1.00004785  =   1.00002483
 DF5770
 DF5770                          SUPERSEDED SURVEY CONTROL
 DF5770
 DF5770.No superseded survey control is available for this station.
 DF5770
 DF5770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6792856108(NAD 83)
 DF5770_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF5770
 DF5770                          STATION DESCRIPTION
 DF5770
 DF5770'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF5770'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF5770'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF5770'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF5770'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF5770'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0848 ***********************************************************************
 OJ0848  DESIGNATION -  HARBOR BEACH EDISON STACK
 OJ0848  PID         -  OJ0848
 OJ0848  STATE/COUNTY-  MI/HURON
 OJ0848  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0848
 OJ0848                         *CURRENT SURVEY CONTROL
 OJ0848  ___________________________________________________________________
 OJ0848* NAD 83(1994)-  43 51 06.57145(N)    082 38 36.95718(W)     ADJUSTED  
 OJ0848* NAVD 88     -       270.6    (meters)     888.     (feet)  VERTCON   
 OJ0848  ___________________________________________________________________
 OJ0848  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OJ0848  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0848
 OJ0848  HORZ ORDER  -  THIRD
 OJ0848
 OJ0848.The horizontal coordinates were established by classical geodetic methods
 OJ0848.and adjusted by the National Geodetic Survey in February 1997..
 OJ0848
 OJ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0848
 OJ0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0848
 OJ0848.The geoid height was determined by GEOID03.
 OJ0848
 OJ0848;                    North         East     Units Scale Factor Converg.
 OJ0848;SPC MI S     -   262,669.246 4,138,541.344   MT  1.00004950   +1 10 21.4
 OJ0848;SPC MI S     -   861,775.74 13,577,891.55   iFT  1.00004950   +1 10 21.4
 OJ0848;UTM  17      - 4,856,728.494   367,897.632   MT  0.99981464   -1 08 19.8
 OJ0848
 OJ0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0848!SPC MI S     -   0.99996308  x   1.00004950  =   1.00001258
 OJ0848!UTM  17      -   0.99996308  x   0.99981464  =   0.99977773
 OJ0848
 OJ0848                          SUPERSEDED SURVEY CONTROL
 OJ0848
 OJ0848  NAD 83(1986)-  43 51 06.55671(N)    082 38 36.98149(W) AD(       ) 4
 OJ0848  NAD 27      -  43 51 06.50086(N)    082 38 37.24151(W) AD(       ) 3
 OJ0848  NGVD 29 (07/19/86)  270.7    (m)          888.     (f) VERT ANG       
 OJ0848
 OJ0848.Superseded values are not recommended for survey control.
 OJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0848.See file dsdata.txt to determine how the superseded data were derived.
 OJ0848
 OJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6789856728(NAD 83)
 OJ0848_MARKER: 63 = STACK
 OJ0848_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0848
 OJ0848  HISTORY     - Date     Condition        Report By
 OJ0848  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0848  HISTORY     - 19991211 GOOD             USPSQD
 OJ0848
 OJ0848                          STATION DESCRIPTION
 OJ0848
 OJ0848'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0848'THE STATION, HARBOR BEACH EDISON STACK, IS
 OJ0848'THE CENTER OF THE TOP OF THE STACK.  THE STACK DISPLAYS AN
 OJ0848'OCCULTING RED LIGHT NEAR THE TOP.
 OJ0848'
 OJ0848'THE STATION IS LOCATED IN HARBOR BEACH NEAR THE NORTHEAST CORNER
 OJ0848'OF THE DETROIT EDISON POWER PLANT PROPERTY.
 OJ0848'
 OJ0848'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0848'IN HARBOR BEACH GO NORTH ON HIGHWAY M25 TO DETROIT EDISON PLANT
 OJ0848'ROAD.  TURN RIGHT ON THE ROTROIT EDISON PLANT ROAD AND GO TO THE
 OJ0848'GUARD AT THE GATE FOR PERMISSION TO ENTER THE PROPERTY.
 OJ0848'
 OJ0848'DESCRIBED BY T. KUCHCIAK.
 OJ0848
 OJ0848                          STATION RECOVERY (1999)
 OJ0848
 OJ0848'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0852 ***********************************************************************
 OJ0852  DESIGNATION -  HARBOR BEACH HERCULES WT
 OJ0852  PID         -  OJ0852
 OJ0852  STATE/COUNTY-  MI/HURON
 OJ0852  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0852
 OJ0852                         *CURRENT SURVEY CONTROL
 OJ0852  ___________________________________________________________________
 OJ0852* NAD 83(1994)-  43 50 43.28429(N)    082 38 57.22455(W)     ADJUSTED  
 OJ0852* NAVD 88     -       223.9    (meters)     735.     (feet)  VERTCON   
 OJ0852  ___________________________________________________________________
 OJ0852  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 OJ0852  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0852
 OJ0852  HORZ ORDER  -  THIRD
 OJ0852
 OJ0852.The horizontal coordinates were established by classical geodetic methods
 OJ0852.and adjusted by the National Geodetic Survey in February 1997..
 OJ0852
 OJ0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0852
 OJ0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0852
 OJ0852.The geoid height was determined by GEOID03.
 OJ0852
 OJ0852;                    North         East     Units Scale Factor Converg.
 OJ0852;SPC MI S     -   261,941.384 4,138,103.408   MT  1.00004759   +1 10 07.6
 OJ0852;SPC MI S     -   859,387.74 13,576,454.75   iFT  1.00004759   +1 10 07.6
 OJ0852;UTM  17      - 4,856,019.052   367,430.806   MT  0.99981616   -1 08 33.4
 OJ0852
 OJ0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0852!SPC MI S     -   0.99997040  x   1.00004759  =   1.00001799
 OJ0852!UTM  17      -   0.99997040  x   0.99981616  =   0.99978657
 OJ0852
 OJ0852                          SUPERSEDED SURVEY CONTROL
 OJ0852
 OJ0852  NAD 83(1986)-  43 50 43.26957(N)    082 38 57.24885(W) AD(       ) 4
 OJ0852  NAD 27      -  43 50 43.21312(N)    082 38 57.51021(W) AD(       ) 3
 OJ0852  NGVD 29 (07/19/86)  224.0    (m)          735.     (f) VERT ANG       
 OJ0852
 OJ0852.Superseded values are not recommended for survey control.
 OJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0852.See file dsdata.txt to determine how the superseded data were derived.
 OJ0852
 OJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6743156019(NAD 83)
 OJ0852_MARKER: 51 = TANK
 OJ0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0852
 OJ0852  HISTORY     - Date     Condition        Report By
 OJ0852  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0852
 OJ0852                          STATION DESCRIPTION
 OJ0852
 OJ0852'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0852'THE STATION, HARBOR BEACH HERCULES WT, IS THE CENTER OF THE
 OJ0852'BASE OF THE WEATHER VANE ATTACHED TO THE CENTER PEAK OF THE
 OJ0852'TANK.
 OJ0852'
 OJ0852'THE STATION IS LOCATED IN HARBOR BEACH ON THE WATERFRONT
 OJ0852'PROPERTY OCCUPIED BY HERCULES COMPANY INCORPORATED.
 OJ0852'
 OJ0852'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY M25 AND M142
 OJ0852'GO EAST ON M142 TO THE ENTRANCE OF HERCULES COMPANY
 OJ0852'INCORPORATED.
 OJ0852'
 OJ0852'DESCRIBED BY T. KUCHCIAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0856 ***********************************************************************
 OJ0856  DESIGNATION -  HARBOR BEACH LIGHT
 OJ0856  PID         -  OJ0856
 OJ0856  STATE/COUNTY-  MI/HURON
 OJ0856  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0856
 OJ0856                         *CURRENT SURVEY CONTROL
 OJ0856  ___________________________________________________________________
 OJ0856* NAD 83(1994)-  43 50 44.37916(N)    082 37 52.79416(W)     ADJUSTED  
 OJ0856* NAVD 88     -       195.3    (meters)     641.     (feet)  VERTCON   
 OJ0856  ___________________________________________________________________
 OJ0856  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OJ0856  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OJ0856
 OJ0856  HORZ ORDER  -  THIRD
 OJ0856
 OJ0856.The horizontal coordinates were established by classical geodetic methods
 OJ0856.and adjusted by the National Geodetic Survey in February 1997..
 OJ0856
 OJ0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0856
 OJ0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0856
 OJ0856.The geoid height was determined by GEOID03.
 OJ0856
 OJ0856;                    North         East     Units Scale Factor Converg.
 OJ0856;SPC MI S     -   262,004.681 4,139,541.677   MT  1.00004768   +1 10 51.4
 OJ0856;SPC MI S     -   859,595.41 13,581,173.48   iFT  1.00004768   +1 10 51.4
 OJ0856;UTM  17      - 4,856,024.293   368,870.122   MT  0.99981149   -1 07 48.8
 OJ0856
 OJ0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0856!SPC MI S     -   0.99997489  x   1.00004768  =   1.00002257
 OJ0856!UTM  17      -   0.99997489  x   0.99981149  =   0.99978639
 OJ0856
 OJ0856                          SUPERSEDED SURVEY CONTROL
 OJ0856
 OJ0856  NAD 83(1986)-  43 50 44.36444(N)    082 37 52.81855(W) AD(       ) 4
 OJ0856  NAD 27      -  43 50 44.30656(N)    082 37 53.08088(W) AD(       ) 3
 OJ0856  NGVD 29 (07/19/86)  195.4    (m)          641.     (f) VERT ANG       
 OJ0856
 OJ0856.Superseded values are not recommended for survey control.
 OJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0856.See file dsdata.txt to determine how the superseded data were derived.
 OJ0856
 OJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6887056024(NAD 83)
 OJ0856_MARKER: 13 = LIGHTHOUSE
 OJ0856_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0856
 OJ0856  HISTORY     - Date     Condition        Report By
 OJ0856  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0856  HISTORY     - 1983     GOOD             USPSQD
 OJ0856  HISTORY     - 19991211 GOOD             USPSQD
 OJ0856
 OJ0856                          STATION DESCRIPTION
 OJ0856
 OJ0856'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0856'THE STATION, HARBOR BEACH LIGHT, IS THE CENTER OF THE FINIAL OR BALL
 OJ0856'ON TOP OF THE LIGHTHOUSE.
 OJ0856'
 OJ0856'THE STATION IS LOCATED AT HARBOR BEACH NEAR THE SOUTH END
 OJ0856'OF THE NORTH BREAKWATER IN THE HARBOR.
 OJ0856'
 OJ0856'TO REACH THE STATION FROM HARBOR BEACH GO BY BOAT TO THE SOUTH
 OJ0856'END OF THE BREAKWATER ON THE NORTH SIDE OF THE ENTRANCE.
 OJ0856'
 OJ0856'DESCRIBED BY T. KUCHCIAK.
 OJ0856
 OJ0856                          STATION RECOVERY (1983)
 OJ0856
 OJ0856'RECOVERY NOTE BY US POWER SQUADRON 1983 (LWD)
 OJ0856'STATION FOUND GOOD, AS DESCRIBED.
 OJ0856
 OJ0856                          STATION RECOVERY (1999)
 OJ0856
 OJ0856'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0856'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0861 ***********************************************************************
 OJ0861  DESIGNATION -  HARBOR BEACH METHODIST CH SP
 OJ0861  PID         -  OJ0861
 OJ0861  STATE/COUNTY-  MI/HURON
 OJ0861  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0861
 OJ0861                         *CURRENT SURVEY CONTROL
 OJ0861  ___________________________________________________________________
 OJ0861* NAD 83(1994)-  43 50 28.88522(N)    082 39 09.63642(W)     ADJUSTED  
 OJ0861* NAVD 88     -                                                        
 OJ0861  ___________________________________________________________________
 OJ0861  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 OJ0861  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0861
 OJ0861  HORZ ORDER  -  THIRD
 OJ0861
 OJ0861.The horizontal coordinates were established by classical geodetic methods
 OJ0861.and adjusted by the National Geodetic Survey in February 1997..
 OJ0861
 OJ0861
 OJ0861.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0861
 OJ0861.The geoid height was determined by GEOID03.
 OJ0861
 OJ0861;                    North         East     Units Scale Factor Converg.
 OJ0861;SPC MI S     -   261,491.398 4,137,835.252   MT  1.00004642   +1 09 59.1
 OJ0861;SPC MI S     -   857,911.41 13,575,574.97   iFT  1.00004642   +1 09 59.1
 OJ0861;UTM  17      - 4,855,580.348   367,144.786   MT  0.99981710   -1 08 41.7
 OJ0861
 OJ0861                          SUPERSEDED SURVEY CONTROL
 OJ0861
 OJ0861  NAD 83(1986)-  43 50 28.87057(N)    082 39 09.66067(W) AD(       ) 4
 OJ0861  NAD 27      -  43 50 28.81434(N)    082 39 09.92179(W) AD(       ) 3
 OJ0861
 OJ0861.Superseded values are not recommended for survey control.
 OJ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0861.See file dsdata.txt to determine how the superseded data were derived.
 OJ0861
 OJ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6714555580(NAD 83)
 OJ0861_MARKER: 90 = CHURCH SPIRE
 OJ0861_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0861
 OJ0861  HISTORY     - Date     Condition        Report By
 OJ0861  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0861  HISTORY     - 19991211 GOOD             USPSQD
 OJ0861
 OJ0861                          STATION DESCRIPTION
 OJ0861
 OJ0861'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0861'THE STATION,HARBOR BEACH METHODIST CH SP, IS THE HIGHEST VERTICAL
 OJ0861'POINT OF THE SPIRE ON TOP OF THE CHURCH BUILDING.
 OJ0861'
 OJ0861'THE STATION IS LOCATED IN HARBOR BEACH, MICHIGAN IN THE NORTHWEST
 OJ0861'QUADRANT OF THE INTERSECTION OF SOUTH FIRST STREET AND TRESCOTT
 OJ0861'STREET IN THE SOUTH HALF OF THE TOWN.
 OJ0861'
 OJ0861'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND COUNTY ROAD
 OJ0861'142 IN HARBOR BEACH GO SOUTH ON M 25 FOR TWO BLOCKS TO THE
 OJ0861'INTERSECTION OF TRESCOTT STREET.  TURN RIGHT (WEST) ON TRESCOTT
 OJ0861'STREET AND GO WEST FOR ONE BLOCK TO THE INTERSECTION OF SOUTH
 OJ0861'FIRST STREET AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 OJ0861'INTERSECTION.
 OJ0861'
 OJ0861'DESCRIBED BY B DECROIX.
 OJ0861
 OJ0861                          STATION RECOVERY (1999)
 OJ0861
 OJ0861'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0851 ***********************************************************************
 OJ0851  DESIGNATION -  HARBOR BEACH MUN PIER R TR
 OJ0851  PID         -  OJ0851
 OJ0851  STATE/COUNTY-  MI/HURON
 OJ0851  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0851
 OJ0851                         *CURRENT SURVEY CONTROL
 OJ0851  ___________________________________________________________________
 OJ0851* NAD 83(1994)-  43 50 28.31160(N)    082 38 50.62344(W)     ADJUSTED  
 OJ0851* NAVD 88     -       196.0    (meters)     643.     (feet)  VERTCON   
 OJ0851  ___________________________________________________________________
 OJ0851  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 OJ0851  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0851
 OJ0851  HORZ ORDER  -  THIRD
 OJ0851
 OJ0851.The horizontal coordinates were established by classical geodetic methods
 OJ0851.and adjusted by the National Geodetic Survey in February 1997..
 OJ0851
 OJ0851.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0851
 OJ0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0851
 OJ0851.The geoid height was determined by GEOID03.
 OJ0851
 OJ0851;                    North         East     Units Scale Factor Converg.
 OJ0851;SPC MI S     -   261,482.356 4,138,260.271   MT  1.00004637   +1 10 12.1
 OJ0851;SPC MI S     -   857,881.75 13,576,969.39   iFT  1.00004637   +1 10 12.1
 OJ0851;UTM  17      - 4,855,554.179   367,568.998   MT  0.99981571   -1 08 28.5
 OJ0851
 OJ0851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0851!SPC MI S     -   0.99997478  x   1.00004637  =   1.00002115
 OJ0851!UTM  17      -   0.99997478  x   0.99981571  =   0.99979049
 OJ0851
 OJ0851                          SUPERSEDED SURVEY CONTROL
 OJ0851
 OJ0851  NAD 83(1986)-  43 50 28.29690(N)    082 38 50.64776(W) AD(       ) 4
 OJ0851  NAD 27      -  43 50 28.24035(N)    082 38 50.90940(W) AD(       ) 3
 OJ0851  NGVD 29 (07/19/86)  196.1    (m)          643.     (f) VERT ANG       
 OJ0851
 OJ0851.Superseded values are not recommended for survey control.
 OJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0851.See file dsdata.txt to determine how the superseded data were derived.
 OJ0851
 OJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6756955554(NAD 83)
 OJ0851_MARKER: 43 = RADIO/TV TOWER
 OJ0851_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0851
 OJ0851  HISTORY     - Date     Condition        Report By
 OJ0851  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0851  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0851
 OJ0851                          STATION DESCRIPTION
 OJ0851
 OJ0851'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0851'THE STATION, HARBOR BEACH MUN PIER R TR, IS THE CENTER OF THE
 OJ0851'ANTENNA ROD AT THE TOP CENTER OF THE TOWER.
 OJ0851'
 OJ0851'THE STATION IS LOCATED IN HARBOR BEACH AT THE FOOT OF
 OJ0851'TRESCOTT STREET NEAR THE INNER END OF THE MUNICIPAL DOCK.
 OJ0851'
 OJ0851'TO REACH THE STATION FROM THE JUNCTION OF M25 AND M142
 OJ0851'GO SOUTHERLY ON M25 TO ITS JUNCTION WITH TRESCOTT STREET.
 OJ0851'
 OJ0851'DESCRIBED BY T. KUCHCIAK.
 OJ0851
 OJ0851                          STATION RECOVERY (1999)
 OJ0851
 OJ0851'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0851'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0843 ***********************************************************************
 OJ0843  DESIGNATION -  HARBOR BEACH S PIER LT
 OJ0843  PID         -  OJ0843
 OJ0843  STATE/COUNTY-  MI/HURON
 OJ0843  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0843
 OJ0843                         *CURRENT SURVEY CONTROL
 OJ0843  ___________________________________________________________________
 OJ0843* NAD 83(1994)-  43 50 37.78062(N)    082 37 51.66253(W)     ADJUSTED  
 OJ0843* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 OJ0843  ___________________________________________________________________
 OJ0843  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 OJ0843  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OJ0843
 OJ0843  HORZ ORDER  -  THIRD
 OJ0843
 OJ0843.The horizontal coordinates were established by classical geodetic methods
 OJ0843.and adjusted by the National Geodetic Survey in February 1997..
 OJ0843
 OJ0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0843
 OJ0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0843
 OJ0843.The geoid height was determined by GEOID03.
 OJ0843
 OJ0843;                    North         East     Units Scale Factor Converg.
 OJ0843;SPC MI S     -   261,801.580 4,139,571.149   MT  1.00004714   +1 10 52.2
 OJ0843;SPC MI S     -   858,929.07 13,581,270.17   iFT  1.00004714   +1 10 52.2
 OJ0843;UTM  17      - 4,855,820.217   368,891.374   MT  0.99981142   -1 07 47.8
 OJ0843
 OJ0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0843!SPC MI S     -   0.99997652  x   1.00004714  =   1.00002366
 OJ0843!UTM  17      -   0.99997652  x   0.99981142  =   0.99978795
 OJ0843
 OJ0843                          SUPERSEDED SURVEY CONTROL
 OJ0843
 OJ0843  NAD 83(1986)-  43 50 37.76590(N)    082 37 51.68692(W) AD(       ) 4
 OJ0843  NAD 27      -  43 50 37.70791(N)    082 37 51.94961(W) AD(       ) 3
 OJ0843  NGVD 29 (07/19/86)  185.0    (m)          607.     (f) VERT ANG       
 OJ0843
 OJ0843.Superseded values are not recommended for survey control.
 OJ0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0843.See file dsdata.txt to determine how the superseded data were derived.
 OJ0843
 OJ0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6889155820(NAD 83)
 OJ0843_MARKER: 16 = DAYBEACON
 OJ0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0843
 OJ0843  HISTORY     - Date     Condition        Report By
 OJ0843  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0843  HISTORY     - 1983     GOOD             USPSQD
 OJ0843  HISTORY     - 19991211 GOOD             USPSQD
 OJ0843
 OJ0843                          STATION DESCRIPTION
 OJ0843
 OJ0843'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0843'THE STATION, HARBOR BEACH S PIER LT, IS THE CENTER OF
 OJ0843'THE WHITE LIGHT ON TOP OF A WHITE SKELETAL TOWER.
 OJ0843'
 OJ0843'IT IS LOCATED AT HARBOR BEACH NEAR THE NORTH END
 OJ0843'OF THE SOUTH BREAKWATER.
 OJ0843'
 OJ0843'TO REACH THE STATION FROM HARBOR BEACH GO BY BOAT TO THE
 OJ0843'NORTH END OF THE SOUTH BREAKWATER.
 OJ0843'
 OJ0843'DESCRIBED BY T. KUCHCIAK.
 OJ0843
 OJ0843                          STATION RECOVERY (1983)
 OJ0843
 OJ0843'RECOVERY NOTE BY US POWER SQUADRON 1983 (LWD)
 OJ0843'STATION FOUND GOOD, AS DESCRIBED.
 OJ0843
 OJ0843                          STATION RECOVERY (1999)
 OJ0843
 OJ0843'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0855 ***********************************************************************
 OJ0855  DESIGNATION -  HARBOR BEACH WATER TANK
 OJ0855  PID         -  OJ0855
 OJ0855  STATE/COUNTY-  MI/HURON
 OJ0855  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0855
 OJ0855                         *CURRENT SURVEY CONTROL
 OJ0855  ___________________________________________________________________
 OJ0855* NAD 83(1994)-  43 50 27.55652(N)    082 39 44.07145(W)     ADJUSTED  
 OJ0855* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 OJ0855  ___________________________________________________________________
 OJ0855  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 OJ0855  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 OJ0855
 OJ0855  HORZ ORDER  -  THIRD
 OJ0855
 OJ0855.The horizontal coordinates were established by classical geodetic methods
 OJ0855.and adjusted by the National Geodetic Survey in February 1997..
 OJ0855.No horizontal observational check was made to the station.
 OJ0855
 OJ0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0855
 OJ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0855
 OJ0855.The geoid height was determined by GEOID03.
 OJ0855
 OJ0855;                    North         East     Units Scale Factor Converg.
 OJ0855;SPC MI S     -   261,434.780 4,137,066.968   MT  1.00004631   +1 09 35.7
 OJ0855;SPC MI S     -   857,725.66 13,573,054.36   iFT  1.00004631   +1 09 35.7
 OJ0855;UTM  17      - 4,855,554.767   366,375.020   MT  0.99981962   -1 09 05.5
 OJ0855
 OJ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0855!SPC MI S     -   0.99996976  x   1.00004631  =   1.00001606
 OJ0855!UTM  17      -   0.99996976  x   0.99981962  =   0.99978938
 OJ0855
 OJ0855                          SUPERSEDED SURVEY CONTROL
 OJ0855
 OJ0855  NAD 83(1986)-  43 50 27.54184(N)    082 39 44.09573(W) AD(       ) 4
 OJ0855  NAD 27      -  43 50 27.48628(N)    082 39 44.35721(W) AD(       ) 3
 OJ0855  NGVD 29 (07/19/86)  228.1    (m)          748.     (f) VERT ANG       
 OJ0855
 OJ0855.Superseded values are not recommended for survey control.
 OJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0855.See file dsdata.txt to determine how the superseded data were derived.
 OJ0855
 OJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6637555555(NAD 83)
 OJ0855_MARKER: 51 = TANK
 OJ0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0855
 OJ0855  HISTORY     - Date     Condition        Report By
 OJ0855  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0855  HISTORY     - 19991211 GOOD             USPSQD
 OJ0855
 OJ0855                          STATION DESCRIPTION
 OJ0855
 OJ0855'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0855'THE STATION, HARBOR BEACH WATER TANK, IS THE CENTER OF THE MANHOLE
 OJ0855'OPENING ON TOP OF THE CENTER OF THE TANK.
 OJ0855'
 OJ0855'THE STATION IS LOCATED IN HARBOR BEACH NEAR THE WEST CITY LIMITS.
 OJ0855'
 OJ0855'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY
 OJ0855'M25 AND M142 GO WEST ON M142 TO SCHOCK ROAD.
 OJ0855'TURN SOUTH ON SCHOCK ROAD AND GO TO THE
 OJ0855'JUNCTION WITH TRESCOTT STREET AND THE STATION.
 OJ0855'
 OJ0855'DESCRIBED BY T. KUCHCIAK.
 OJ0855
 OJ0855                          STATION RECOVERY (1999)
 OJ0855
 OJ0855'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0718 ***********************************************************************
 QK0718  DESIGNATION -  HARBOR SPRINGS
 QK0718  PID         -  QK0718
 QK0718  STATE/COUNTY-  MI/EMMET
 QK0718  USGS QUAD   -  
 QK0718
 QK0718                         *CURRENT SURVEY CONTROL
 QK0718  ___________________________________________________________________
 QK0718* NAD 83(1994)-  45 25 54.86401(N)    084 59 02.91424(W)     ADJUSTED  
 QK0718* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 QK0718  ___________________________________________________________________
 QK0718  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 QK0718  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0718
 QK0718  HORZ ORDER  -  SECOND
 QK0718
 QK0718.The horizontal coordinates were established by classical geodetic methods
 QK0718.and adjusted by the National Geodetic Survey in February 1997..
 QK0718
 QK0718.The orthometric height was scaled from a topographic map.
 QK0718
 QK0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0718
 QK0718.The geoid height was determined by GEOID03.
 QK0718
 QK0718;                    North         East     Units Scale Factor Converg.
 QK0718;SPC MI C     -   235,232.613 5,951,684.048   MT  0.99994904   -0 26 10.3
 QK0718;SPC MI C     -   771,760.54 19,526,522.47   iFT  0.99994904   -0 26 10.3
 QK0718;UTM  16      - 5,032,908.149   657,681.754   MT  0.99990570   +1 26 11.1
 QK0718
 QK0718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0718!SPC MI C     -   0.99997183  x   0.99994904  =   0.99992087
 QK0718!UTM  16      -   0.99997183  x   0.99990570  =   0.99987753
 QK0718
 QK0718                          SUPERSEDED SURVEY CONTROL
 QK0718
 QK0718  NAD 83(1986)-  45 25 54.85844(N)    084 59 02.91495(W) AD(       ) 2
 QK0718  NAD 27      -  45 25 54.82000(N)    084 59 02.72500(W) AD(       ) 2
 QK0718
 QK0718.Superseded values are not recommended for survey control.
 QK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0718.See file dsdata.txt to determine how the superseded data were derived.
 QK0718
 QK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5768232908(NAD 83)
 QK0718_MARKER: S = SPIKE
 QK0718_SETTING: 0 = UNSPECIFIED SETTING
 QK0718_STAMPING: USLS
 QK0718_MARK LOGO: USLS  
 QK0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0718+STABILITY: SURFACE MOTION
 QK0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0718+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1984
 QK0718
 QK0718  HISTORY     - Date     Condition        Report By
 QK0718  HISTORY     - 1913     MONUMENTED       USLS
 QK0718  HISTORY     - 1956     GOOD             CGS
 QK0718  HISTORY     - 19840926 GOOD             NGS
 QK0718  HISTORY     - 19960814 MARK NOT FOUND   USPSQD
 QK0718
 QK0718                          STATION DESCRIPTION
 QK0718
 QK0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0718'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MONUMENTS 1
 QK0718'AND 2 WERE NOT RECOVERED AND
 QK0718'HAVE EVIDENTLY BEEN DESTROYED BY STREET CONSTRUCTION WORK.
 QK0718'
 QK0718'A NEW DESCRIPTION FOLLOWS
 QK0718'
 QK0718'THE STATION IS IN HARBOR SPRINGS, JUST NORTH OF THE BUSINESS
 QK0718'DISTRICT, ON THE SOUTH SIDE OF
 QK0718'EAST BLUFF DRIVE.  IT IS 25 FEET SOUTH OF THE CENTERLINE OF EAST
 QK0718'BLUFF DRIVE, 38 FEET WEST OF A
 QK0718'POWER LINE POLE AND 24 FEET NORTH OF THE NORTH EDGE OF THE BLUFF.
 QK0718'THE MARK IS A ROUND CONCRETE MONUMENT
 QK0718'WITH A SPIKE IN THE TOP WITH US 1913 ENSCRIBED IN THE
 QK0718'CEMENT.  THE MARK IS ABOUT 2 INCHES BELOW THE
 QK0718'SURFACE OF THE GROUND.
 QK0718'
 QK0718'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BLUFF 1956.
 QK0718'THE DISTANCE IS 36.5736 METERS
 QK0718'EAST OF STATION BLUFF.
 QK0718'
 QK0718'TO REACH THE STATION FROM THE CORNER OF MAIN STREET AND STATE STREET,
 QK0718'GO NORTH ON STATE STREET FOR
 QK0718'0.2 MILE TO EAST BLUFF DRIVE.  TURN SHARP RIGHT AND GO EAST ON EAST
 QK0718'BLUFF DRIVE FOR 0.4 MILE TO THE
 QK0718'MARK ON THE RIGHT AS DESCRIBED.
 QK0718
 QK0718                          STATION RECOVERY (1984)
 QK0718
 QK0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0718'STATION IS LOCATED IN QUAD. 450843, IN THE TOWN OF HARBOR SPRINGS,
 QK0718'JUST NORTH OF THE BUSINESS DISTRICT, ON THE SOUTH SIDE OF EAST BLUFF
 QK0718'DRIVE AND ON PROPERTY OF THE CITY.
 QK0718'TO REACH FROM THE JUNCTION OF MAIN STREET AND STATE STREET, GO NORTH
 QK0718'ON STATE STREET FOR 0.32 KM (0.20 MI) TO EAST BLUFF DRIVE.  TURN
 QK0718'SHARP RIGHT AND GO EAST ON EAST BLUFF DRIVE FOR 0.64 KM (0.40 MI) TO
 QK0718'THE STAION ON THE RIGHT AS DESCRIBED.
 QK0718'STAION IS SET 4 INCHES BELOW GROUND SURFACE.  IT IS A STEEL SPIKE SET
 QK0718'IN CONCRETE WITH U S 1913 INSCRIBED IN THE MONUMENT.  IT IS LOCATED
 QK0718'119.99 FEET EAST FROM STATION BLUFF 1956, 11.6 M (38.06 FT)
 QK0718'WEST-SOUTHWEST FROM A UTILITY POLE, 7.6 M (24.93 FT) SOUTH FROM THE
 QK0718'CENTER OF EAST BLUFF DRIVE, 7.3 M (23.95 FT) NORTH FROM THE EDGE OF
 QK0718'BLUFF AND ABOUT 0.8 M (2.62 FT) LOWER THAN STATION BLUFF 1956.
 QK0718'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0718
 QK0718                          STATION RECOVERY (1996)
 QK0718
 QK0718'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0712 ***********************************************************************
 QK0712  DESIGNATION -  HARBOR SPRINGS HOLY CHILD CH
 QK0712  PID         -  QK0712
 QK0712  STATE/COUNTY-  MI/EMMET
 QK0712  USGS QUAD   -  
 QK0712
 QK0712                         *CURRENT SURVEY CONTROL
 QK0712  ___________________________________________________________________
 QK0712* NAD 83(1994)-  45 25 45.41175(N)    084 59 26.34415(W)     ADJUSTED  
 QK0712* NAVD 88     -                                                        
 QK0712  ___________________________________________________________________
 QK0712  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 QK0712  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0712
 QK0712  HORZ ORDER  -  THIRD
 QK0712
 QK0712.The horizontal coordinates were established by classical geodetic methods
 QK0712.and adjusted by the National Geodetic Survey in February 1997..
 QK0712
 QK0712
 QK0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0712
 QK0712.The geoid height was determined by GEOID03.
 QK0712
 QK0712;                    North         East     Units Scale Factor Converg.
 QK0712;SPC MI C     -   234,944.721 5,951,172.555   MT  0.99994865   -0 26 26.8
 QK0712;SPC MI C     -   770,816.01 19,524,844.34   iFT  0.99994865   -0 26 26.8
 QK0712;UTM  16      - 5,032,603.710   657,179.963   MT  0.99990376   +1 25 54.2
 QK0712
 QK0712                          SUPERSEDED SURVEY CONTROL
 QK0712
 QK0712  NAD 83(1986)-  45 25 45.40561(N)    084 59 26.34484(W) AD(       ) 4
 QK0712  NAD 27      -  45 25 45.36700(N)    084 59 26.15600(W) AD(       ) 3
 QK0712
 QK0712.Superseded values are not recommended for survey control.
 QK0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0712.See file dsdata.txt to determine how the superseded data were derived.
 QK0712
 QK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5718032604(NAD 83)
 QK0712_MARKER: 89 = SPIRE
 QK0712_SETTING: 0 = UNSPECIFIED SETTING
 QK0712_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0712+SATELLITE: SATELLITE OBSERVATIONS - September 26, 1984
 QK0712
 QK0712  HISTORY     - Date     Condition        Report By
 QK0712  HISTORY     - UNK      FIRST OBSERVED   RBNF
 QK0712  HISTORY     - 1956     GOOD             CGS
 QK0712  HISTORY     - 19840926 GOOD             NGS
 QK0712  HISTORY     - 19960814 GOOD             USPSQD
 QK0712
 QK0712                          STATION DESCRIPTION
 QK0712
 QK0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0712'THE STATION IS THE CENTER OF THE BASE OF A CROSS AT THE TOP OF
 QK0712'THE SPIRE OF THE
 QK0712'HOLY CHILDHOOD CHURCH.  IT IS LOCATED ON THE NORTH SIDE OF WEST MAIN
 QK0712'STREET, 0.1 MILE WEST OF THE
 QK0712'INTERSECTION OF STATE STREET, IN THE WEST-CENTRAL SECTION
 QK0712'OF HARBOR SPRINGS.  THE SPIRE IS A WOOD
 QK0712'STRUCTURE COVERED WITH GREY SLATE SHINGLES ON
 QK0712'THE EAST END OF A WHITE, FRAME CHURCH BUILDING.  THE
 QK0712'HEIGHT IS ABOUT 110 FEET.
 QK0712
 QK0712                          STATION RECOVERY (1984)
 QK0712
 QK0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0712'STATION IS LOCATED IN QUAD. 450843.  IT IS THE CENTER OF THE BASE OF A
 QK0712'CROSS AT THE TOP OF THE SPIRE OF THE HOLY CHILDHOOD CHURCH.  IT IS
 QK0712'LOCATED ON THE NORTH SIDE OF WEST MAIN STREET, 0.2 KM (0.12 MI) WEST
 QK0712'FROM THE INTERSECTION OF STATE STREET, IN THE WEST CENTER  SECTION OF
 QK0712'HARBOR SPRINGS.  THE SPIRE IS A WOOD STRUCTURE COVERED WITH GREY
 QK0712'SLATE SHINGLES ON THE EAST END OF A WHITE, FRAME CHURCH BUILDING.
 QK0712'THE HEIGHT IS ABOUT 110 FEET.
 QK0712
 QK0712                          STATION RECOVERY (1996)
 QK0712
 QK0712'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0712'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0328 ***********************************************************************
 MC0328  DESIGNATION -  HARBOR USLS
 MC0328  PID         -  MC0328
 MC0328  STATE/COUNTY-  MI/MONROE
 MC0328  USGS QUAD   -  STONY POINT (1978)
 MC0328
 MC0328                         *CURRENT SURVEY CONTROL
 MC0328  ___________________________________________________________________
 MC0328* NAD 83(1986)-  41 53 51.     (N)    083 21 41.     (W)     SCALED    
 MC0328* NAVD 88     -       175.682  (meters)     576.38   (feet)  ADJUSTED  
 MC0328  ___________________________________________________________________
 MC0328  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 MC0328  DYNAMIC HT  -         175.618 (meters)     576.17  (feet)  COMP
 MC0328  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 MC0328
 MC0328  VERT ORDER  -  FIRST     CLASS 0
 MC0328
 MC0328.The horizontal coordinates were scaled from a topographic map and have
 MC0328.an estimated accuracy of +/- 6 seconds.
 MC0328
 MC0328.The orthometric height was determined by differential leveling
 MC0328.and adjusted by the National Geodetic Survey in June 1991..
 MC0328
 MC0328.The geoid height was determined by GEOID03.
 MC0328
 MC0328.The dynamic height is computed by dividing the NAVD 88
 MC0328.geopotential number by the normal gravity value computed on the
 MC0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0328.degrees latitude (g = 980.6199 gals.).
 MC0328
 MC0328.The modeled gravity was interpolated from observed gravity values.
 MC0328
 MC0328;                    North         East    Units  Estimated Accuracy
 MC0328;SPC MI S     -    44,650.    4,083,420.      MT  (+/- 180 meters Scaled)
 MC0328
 MC0328                          SUPERSEDED SURVEY CONTROL
 MC0328
 MC0328  NGVD 29 (??/??/92)  175.846  (m)          576.92   (f) ADJ UNCH    1 0
 MC0328
 MC0328.Superseded values are not recommended for survey control.
 MC0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0328.See file dsdata.txt to determine how the superseded data were derived.
 MC0328
 MC0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG041410(NAD 83)
 MC0328_MARKER: Z = SEE DESCRIPTION
 MC0328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0328_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MC0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0328
 MC0328  HISTORY     - Date     Condition        Report By
 MC0328  HISTORY     - UNK      MONUMENTED       USLS
 MC0328  HISTORY     - 1968     GOOD             NGS
 MC0328  HISTORY     - 1969     GOOD             USLS
 MC0328  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0328
 MC0328                          STATION DESCRIPTION
 MC0328
 MC0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0328'AT MONROE.
 MC0328'AT MONROE, ABOUT 1.4 MILES SOUTHEAST ALONG EAST FRONT STREET
 MC0328'FROM THE INTERSECTION OF WINCHESTER STREET, 249 FEET EAST OF THE
 MC0328'CENTER OF THE JUNCTION OF A DRIVEWAY LEADING TO THE PORT OF
 MC0328'MONROE, 118 1/2 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 40
 MC0328'FEET NORTHEAST OF THE CENTER LINE OF EAST FRONT STREET, 37.6 FEET
 MC0328'SOUTH OF THE WEST CORNER OF A CHAIN LINK FENCE AROUND A STORAGE
 MC0328'LOT, 26 FEET SOUTHWEST OF A SOUTHEAST-NORTHWEST FENCE LINE, 31.5
 MC0328'FEET NORTH OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT UNDER
 MC0328'THE STREET, 26 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT
 MC0328'LEVEL WITH THE STREET AND IS A STAINLESS STEEL PLUG ON THE TOP
 MC0328'OF AN IRON PIPE 0.4 FOOT BELOW THE LEVEL OF THE GROUND AND IN A
 MC0328'6 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND.
 MC0328
 MC0328                          STATION RECOVERY (1969)
 MC0328
 MC0328'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0328'IS IN MONROE COUNTY, MICHIGAN, ON SOUTHERLY SIDE OF THE RIVER RAISIN,
 MC0328'ABOUT 1-1/2 MILES ABOVE ITS MOUTH, ON NORTHERLY SIDE OF EAST FRONT
 MC0328'STREET, NEAR THE MUNICIPAL DOCK, ON LINE WITH THE SOUTHEAST FACE AND
 MC0328'ABOUT 500 FEET SOUTHWEST OF THE MONROE HARBOR TERMINAL WAREHOUSE, 93
 MC0328'FEET EAST OF CENTERLINE OF RAILROAD SPUR WHERE IS CROSSES DRAINAGE
 MC0328'DITCH, 72.6 FEET NORTHEAST OF UTILITY POLE NO. D.E. 4537 ON WHICH IS
 MC0328'MOUNTED A FIRE ALARM BOX, 43 FEET NORTHEAST OF CENTERLINE OF EAST
 MC0328'FRONT STREET, 37.7 FEET SOUTHEAST OF FENCE CORNER, 35.4 FEET WEST
 MC0328'SOUTHWEST OF SIXTH POST FROM WESTERLY FENCE CORNER COUNTING CORNER
 MC0328'POST, 30.1 FEET NORTH OF NORTHWEST CORNER OF CONCRETE CULVERT IN DITCH
 MC0328'ALONG STREET, 1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 MC0328'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 21 FEET LONG.
 MC0328
 MC0328                          STATION RECOVERY (1980)
 MC0328
 MC0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0328'A THOROUGH SEARCH WAS MADE AND MARK NOT LOCATED, EXTENSIVE
 MC0328'DIGGING IN AREA OF MARK POSSIBLE MARK DEEPER THAN THE 1/1/2 FOOT
 MC0328'DUG IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0476 ***********************************************************************
 PL0476  DESIGNATION -  HARD
 PL0476  PID         -  PL0476
 PL0476  STATE/COUNTY-  MI/CRAWFORD
 PL0476  USGS QUAD   -  BIG BRADFORD LAKE (1951)
 PL0476
 PL0476                         *CURRENT SURVEY CONTROL
 PL0476  ___________________________________________________________________
 PL0476* NAD 83(1994)-  44 47 05.94001(N)    084 38 43.89641(W)     ADJUSTED  
 PL0476* NAVD 88     -       395.9    (meters)    1299.     (feet)  GPS OBS   
 PL0476  ___________________________________________________________________
 PL0476  X           -     423,166.674 (meters)                     COMP
 PL0476  Y           -  -4,514,924.093 (meters)                     COMP
 PL0476  Z           -   4,470,675.072 (meters)                     COMP
 PL0476  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 PL0476  ELLIP HEIGHT-         361.21  (meters)          (07/17/02) GPS OBS
 PL0476  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 PL0476
 PL0476  HORZ ORDER  -  SECOND
 PL0476  ELLP ORDER  -  FOURTH    CLASS I
 PL0476
 PL0476.The horizontal coordinates were established by classical geodetic methods
 PL0476.and adjusted by the National Geodetic Survey in February 1997..
 PL0476
 PL0476.The orthometric height was determined by GPS observations and a
 PL0476.high-resolution geoid model.
 PL0476
 PL0476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0476
 PL0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0476
 PL0476.The ellipsoidal height was determined by GPS observations
 PL0476.and is referenced to NAD 83.
 PL0476
 PL0476.The geoid height was determined by GEOID03.
 PL0476
 PL0476;                    North         East     Units Scale Factor Converg.
 PL0476;SPC MI C     -   163,197.120 5,977,932.569   MT  0.99991651   -0 11 49.2
 PL0476;SPC MI C     -   535,423.62 19,612,639.66   iFT  0.99991651   -0 11 49.2
 PL0476;UTM  16      - 4,961,761.954   686,261.710   MT  1.00002664   +1 39 32.7
 PL0476
 PL0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0476!SPC MI C     -   0.99994337  x   0.99991651  =   0.99985988
 PL0476!UTM  16      -   0.99994337  x   1.00002664  =   0.99997001
 PL0476
 PL0476|---------------------------------------------------------------------|
 PL0476| PID    Reference Object                     Distance      Geod. Az  |
 PL0476|                                                           dddmmss.s |
 PL0476| PL0573 HARD RM 1                            34.403 METERS 07821     |
 PL0476| PL0574 HARD AZ MK                          APPROX. 0.6 KM 1743107.2 |
 PL0476| PL0494 DEWARD FIRE LOOKOUT TOWER           APPROX.13.3 KM 2574509.6 |
 PL0476| PL0477 B 11                                 27.413 METERS 35110     |
 PL0476|---------------------------------------------------------------------|
 PL0476
 PL0476                          SUPERSEDED SURVEY CONTROL
 PL0476
 PL0476  ELLIP H (02/03/97)  361.23   (m)                       GP(       ) 4 1
 PL0476  NAD 83(1986)-  44 47 05.93224(N)    084 38 43.89296(W) AD(       ) 2
 PL0476  NAD 27      -  44 47 05.87721(N)    084 38 43.80255(W) AD(       ) 2
 PL0476  NGVD 29 (08/24/92)  396.1    (m)         1300.     (f) GPS OBS        
 PL0476
 PL0476.Superseded values are not recommended for survey control.
 PL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0476.See file dsdata.txt to determine how the superseded data were derived.
 PL0476
 PL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8626261762(NAD 83)
 PL0476_MARKER: DS = TRIANGULATION STATION DISK
 PL0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0476_SP_SET: SQUARE CONCRETE MONUMENT
 PL0476_STAMPING: HARD 1949
 PL0476_MARK LOGO: CGS   
 PL0476_PROJECTION: PROJECTING 3 CENTIMETERS
 PL0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0476+STABILITY: SURFACE MOTION
 PL0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0476+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1991
 PL0476
 PL0476  HISTORY     - Date     Condition        Report By
 PL0476  HISTORY     - 1949     MONUMENTED       CGS
 PL0476  HISTORY     - 1949     GOOD             CGS
 PL0476  HISTORY     - 1980     GOOD             MIDH
 PL0476  HISTORY     - 19840724 GOOD             NGS
 PL0476  HISTORY     - 19840724 GOOD             NGS
 PL0476  HISTORY     - 19890902 GOOD             NGS
 PL0476  HISTORY     - 19910708 GOOD             NGS
 PL0476
 PL0476                          STATION DESCRIPTION
 PL0476
 PL0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0476'STATION IS LOCATED 10 MILES NORTHEAST OF GRAYLING.  IT IS 157 FEET
 PL0476'SOUTHWEST OF THE INTERSECTION OF
 PL0476'STATE HIGHWAY 93 AND A PAVED CROSSROAD, 134 FEET SOUTH OF THE CENTER
 PL0476'OF THE PAVED ROAD, 82 FEET WEST OF
 PL0476'THE CENTER OF THE HIGHWAY, 16 FEET NORTHEAST OF A WITNESS
 PL0476'POST AND 15 FEET EAST OF A FENCE LINE.  THE MARK
 PL0476'PROJECTS 2 INCHES AND THE DISK IS STAMPED
 PL0476'HARD 1949.
 PL0476'
 PL0476'REFERENCE MARK NO. 1 IS 28 FEET EAST OF THE CENTER OF THE HIGHWAY AND
 PL0476'1 FOOT WEST OF A FENCE LINE.  THE
 PL0476'MARK IS FLUSH AND THE DISK IS STAMPED HARD NO 1 1949.
 PL0476'
 PL0476'B-11 (A.M.S.) B.M. IS USED AS A REFERENCE MARK.  IT IS 48 FEET SOUTH
 PL0476'OF THE CENTER OF THE PAVED ROAD,
 PL0476'17 FEET SOUTHEAST OF POWER POLE NO. 277, 17 FEET SOUTH OF A FENCE
 PL0476'CORNER AND 2 FEET EAST OF A FENCE
 PL0476'LINE.  THE MARK IS A 6 BY 6 INCH CONCRETE POST FLUSH WITH THE
 PL0476'GROUND WITH A STANDARD U.S. ARMY CROPS OF
 PL0476'ENGINEERS BENCH MARK DISK STAMPED B-11 AMS 1949.
 PL0476'
 PL0476'AZIMUTH MARK IS 100 FEET EAST OF THE CENTER OF THE HIGHWAY, 2 FEET
 PL0476'NORTH OF POWER POLE NO. 6, 2
 PL0476'FEET SOUTH OF A WITNESS POST AND 2 FEET WEST OF A FENCE LINE.  THE
 PL0476'MARK PROJECTS 4 INCHES AND THE DISK IS
 PL0476'STAMPED HARD 1949.
 PL0476'
 PL0476'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 PL0476'STATE HIGHWAY 93 2 MILES NORTH
 PL0476'OF GRAYLING GO NORTHEAST ON HIGHWAY 93 FOR 7.65 MILES TO THE AZIMUTH
 PL0476'MARK ON THE RIGHT AS DESCRIBED,
 PL0476'CONTINUE FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 PL0476'
 PL0476'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 PL0476
 PL0476                          STATION RECOVERY (1949)
 PL0476
 PL0476'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 PL0476'RECOVERED IN GOOD CONDITION.
 PL0476
 PL0476                          STATION RECOVERY (1980)
 PL0476
 PL0476'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0476'THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 1 AND B-11 AMS BENCH
 PL0476'MARK, WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS
 PL0476'WERE NOT MEASURED.  THE 1949 DESCRIPTION IS ADEQUATE.
 PL0476
 PL0476                          STATION RECOVERY (1984)
 PL0476
 PL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0476'STATION IS LOCATED IN QUAD. 440844, ABOUT 16.1 KM (10.0 MI) NORTHEAST
 PL0476'FROM GRAYLING IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PL0476'HARDWICK PINES ROAD AND COUNTY ROUTE 612 AND ON HIGHWAY RIGHT-OF-WAY.
 PL0476'TO REACH FROM THE JUNCTION OF BUSINESS LOOP 75 AND STATE HIGHWAY 93,
 PL0476'ABOUT 3.2 KM (2.0 MI) NORTH OF GRAYLING, GO NORTH ON HIGHWAY 93 FOR
 PL0476'8.05 KM (5.00 MI) TO THE END OF STATE HIGHWAY 93 AT THE HARDWICK
 PL0476'PINES STATE PARK.  STATE ROUTE 93 NOW BECOMES HARDWICK PINES ROAD.
 PL0476'CONTINUE NORTH ON HARDWICK PINES ROAD FOR 4.27 KM (2.65 MI) TO THE
 PL0476'AZIMUTH MARK ON THE RIGHT OUT IN CULTIVATED FIELD AS DESCRIBED.
 PL0476'CONTINUE NORTH ON HARKWICK PINES ROAD FOR 0.56 KM (0.35 MI) TO THE
 PL0476'STATION LEFT JUST BEFORE REACHING THE JUNCTION OF COUNTY ROUTE 612
 PL0476'AND THE END OF HARDWICK PINES ROAD.
 PL0476'STATION PROJECTS ABOUT 1 INCH.  IT IS 40.843 M (133.999 FT) SOUTH FROM
 PL0476'THE CENTER OF COUNTY ROUTE 612, 24.994 M (82.001 FT) WEST FROM THE
 PL0476'CENTER OF HARDWICK PINES ROAD, 19.507 M (63.999 FT) SOUTHWEST FROM A
 PL0476'24 INCH MAPLE TREE, 4.267 M (13.999 FT) EAST FROM A NORTH-SOUTH FENCE
 PL0476'LINE AND 0.305 M (1.001 FT) EAST FROM A MWP.
 PL0476'A TRAVERSE CONNECTION WAS MADE TO HARD 1949 AZ MK USING ELECTRONIC
 PL0476'DISTANCE MEASURING EQUIPMENT.
 PL0476'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PL0476'RECOVERED BY RONALD L. RAMSEY, GEODETIC ADVISOR-MICHIGAN.
 PL0476
 PL0476                          STATION RECOVERY (1984)
 PL0476
 PL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 PL0476'THE STATION MARK, REFERENCE MARK 1, B 11 AMS 1949 (USED AS REFERENCE
 PL0476'MARK 2) AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 PL0476'DISTANCES AND DIRECTION TO BOTH REFERENCE MARKS CHECKED THE OLD DATA.
 PL0476'THE DISTANCE WAS MEASURED TO THE AZIMUTH MARK USING ELECTRONIC
 PL0476'DISTANCE MEASURING EQUIPMENT.  A NEW DESCRIPTION FOLLOWS.
 PL0476' 
 PL0476'THE STATION IS LOCATED ABOUT 16.1 MILES (25.9 KM) NORTHEAST OF
 PL0476'GRAYLING IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF HARDWICK
 PL0476'PINES ROAD AND COUNTY ROUTE 612 AND ON HIGHWAY RIGHT-OF-WAY.  TO REACH
 PL0476'THE STATION FROM THE JUNCTION OF BUSINESS LOOP 75 AND STATE HIGHWAY 93
 PL0476'ABOUT 3.2 MILES (5.1 KM) NORTH OF GRAYLING GO NORTH ON HIGHWAY 93 FOR
 PL0476'5.0 MILES (8.0 KM) TO THE END OF STATE HIGHWAY 93 AT THE HARDWICK
 PL0476'PINES STATE PARK AND STATE ROUTE 93 TURNS INTO HARDWICK PINES ROAD.
 PL0476'CONTINUE NORTH ON HARDWICK PINES ROAD FOR 2.65 MILES (4.26 KM) TO THE
 PL0476'AZIMUTH MARK ON RIGHT AS DESCRIBED.  CONTINUE NORTH ON HARDWICK PINES
 PL0476'ROAD FOR 0.35 MILE (0.56 KM) TO THE STATION ON LEFT JUST BEFORE
 PL0476'REACHING THE JUNCTION OF COUNTY ROUTE 612 AND THE END OF HARDWICK
 PL0476'PINES ROAD.
 PL0476' 
 PL0476'THE STATION IS A STANDARD CGS DISK STAMPED--HARD 1949--, SET INTO THE
 PL0476'TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN DIAMETER
 PL0476'PROJECTING, 1 INCH (3 CM) ABOVE THE GROUND.  THE STATION IS LOCATED
 PL0476'19.509 METERS (64.006 FT) SOUTHWEST FROM A 24 INCH MAPLE TREE, 40.843
 PL0476'METERS (133.999 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROUTE 612
 PL0476'24.994 METERS, (82.001 FT) WEST FROM THE CENTERLINE OF HARDWICK PINES
 PL0476'ROAD, 4.267 METERS (13.999 FT) EAST FROM A NORTH SOUTH FENCE LINE AND
 PL0476'0.305 METERS (1.001 FT) EAST FROM A WITNESS POST.
 PL0476' 
 PL0476'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED-- HARD NO 1 1949--,
 PL0476'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN
 PL0476'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 8.839 METERS
 PL0476'(28.999 FT) EAST FROM THE CENTERLINE OF HARDWICK PINES ROAD, 12.802
 PL0476'METERS (42.001 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF A HOUSE,
 PL0476'2.134 METERS (7.001 FT) NORTH FROM THE CENTERLINE OF A DRIVEWAY AND
 PL0476'0.305 METERS (1.001 FT) WEST FROM A WITNESS POST AND A CORNER FENCE
 PL0476'POST AND 0.9 METERS (3.0 FT) LOWER THAN THE STATION.
 PL0476' 
 PL0476'REFERENCE MARK NO. 2 IS A STANDARD AMS BENCH MARK DISK STAMPED--B 11
 PL0476'AMS 1949--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 6 INCHES
 PL0476'(18 CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 14.630
 PL0476'METERS (47.999 FT) SOUTH FROM THE CENTERLINE OF COUNTY ROUTE 612,
 PL0476'11.887 METERS (38.999 FT) NORTHWEST FROM THE 24 INCH MAPLE TREE, 0.610
 PL0476'METERS (2.001 FT) EAST FROM A NORTH SOUTH FENCE LINE AND 0.457 METERS
 PL0476'(1.499 FT) NORTH FROM A WITNESS POST AND LEVEL WITH THE STATION.
 PL0476' 
 PL0476'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--HARD 1949--, SET
 PL0476'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (35 CM) IN
 PL0476'DIAMETER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE STATION
 PL0476'IS LOCATED 30.48 METERS (100.00 FT) EAST FROM THE CENTERLINE OF
 PL0476'HARDWICK PINES ROAD, 0.610 METERS (2.001 FT) NORTH FROM A UTILITY
 PL0476'POLE AND 0.305 METERS (1.001 FT) SOUTH FROM A WITNESS POST.  TO REACH
 PL0476'THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.35 MILE (0.56 KM) TO
 PL0476'MARK ON LEFT OUT IN A CULTIVATED FIELD BY A UTILITY POLE.
 PL0476
 PL0476                          STATION RECOVERY (1989)
 PL0476
 PL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PL0476'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH OF GRAYLING.
 PL0476'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 PL0476'STATE ROUTE 93 (ABOUT 5.6 KM (3.50 MI) NORTH OF GRAYLING), GO
 PL0476'NORTHEAST ON ROUTE 93 FOR 9.8 KM (6.10 MI) TO THE STATION ON THE LEFT
 PL0476'JUST BEFORE REACHING COUNTY ROUTE 612.
 PL0476'DESCRIBED BY G.A. MEANS.
 PL0476
 PL0476                          STATION RECOVERY (1991)
 PL0476
 PL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0476'STATION IS LOCATED ABOUT 14.5 KM (9.0 MI) NORTH OF GRAYLING.
 PL0476'OWNERSHIP-MICHIGAN DEPARTMENT OF TRANSPORTATION.
 PL0476'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 PL0476'STATE ROUTE 93 NORTH OF GRAYLING, GO NORTHEAST ON ROUTE 93 FOR 9.8 KM
 PL0476'(6.1 MI) TO THE STATION ON THE LEFT JUST BEFORE REACHING COUNTY ROUTE
 PL0476'612.
 PL0476'STATION IS 40.9 M (134.2 FT) SOUTH OF THE CENTER OF THE COUNTY ROAD,
 PL0476'26.6 M (87.3 FT) WEST OF THE CENTER OF STATE ROUTE 93, AND 1.1 M
 PL0476'(3.6 FT) EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0574 ***********************************************************************
 PL0574  DESIGNATION -  HARD AZ MK
 PL0574  PID         -  PL0574
 PL0574  STATE/COUNTY-  MI/CRAWFORD
 PL0574  USGS QUAD   -  BIG BRADFORD LAKE (1951)
 PL0574
 PL0574                         *CURRENT SURVEY CONTROL
 PL0574  ___________________________________________________________________
 PL0574* NAD 83(1994)-  44 46 46.38523(N)    084 38 41.26176(W)     ADJUSTED  
 PL0574* NAVD 88     -       397.2    (meters)    1303.     (feet)  VERTCON   
 PL0574  ___________________________________________________________________
 PL0574  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 PL0574  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 PL0574
 PL0574  HORZ ORDER  -  THIRD
 PL0574
 PL0574.The horizontal coordinates were established by classical geodetic methods
 PL0574.and adjusted by the National Geodetic Survey in February 1997..
 PL0574.No horizontal observational check was made to the station.
 PL0574
 PL0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0574
 PL0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0574
 PL0574.The geoid height was determined by GEOID03.
 PL0574
 PL0574;                    North         East     Units Scale Factor Converg.
 PL0574;SPC MI C     -   162,593.343 5,977,988.414   MT  0.99991678   -0 11 47.3
 PL0574;SPC MI C     -   533,442.73 19,612,822.88   iFT  0.99991678   -0 11 47.3
 PL0574;UTM  16      - 4,961,160.237   686,337.089   MT  1.00002698   +1 39 34.0
 PL0574
 PL0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0574!SPC MI C     -   0.99994316  x   0.99991678  =   0.99985995
 PL0574!UTM  16      -   0.99994316  x   1.00002698  =   0.99997014
 PL0574
 PL0574                          SUPERSEDED SURVEY CONTROL
 PL0574
 PL0574  NAD 83(1986)-  44 46 46.37715(N)    084 38 41.26276(W) AD(       ) 3
 PL0574  NGVD 29 (08/24/92)  397.3    (m)         1303.     (f) VERT ANG       
 PL0574
 PL0574.Superseded values are not recommended for survey control.
 PL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0574.See file dsdata.txt to determine how the superseded data were derived.
 PL0574
 PL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8633761160(NAD 83)
 PL0574_MARKER: DZ = AZIMUTH MARK DISK
 PL0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0574_SP_SET: SQUARE CONCRETE MONUMENT
 PL0574_STAMPING: HARD 1949
 PL0574_MARK LOGO: CGS   
 PL0574_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0574+STABILITY: SURFACE MOTION
 PL0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0574+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1984
 PL0574
 PL0574  HISTORY     - Date     Condition        Report By
 PL0574  HISTORY     - 1949     MONUMENTED       CGS
 PL0574  HISTORY     - 19840724 GOOD             NGS
 PL0574
 PL0574                          STATION DESCRIPTION
 PL0574
 PL0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0574'STATION IS LOCATED IN QUAD. 440844, ABOUT 16.1 KM (10.0 MI) NORTHEAST
 PL0574'FROM GRAYLING IN THE SOUTHWEST QUADRANT OF THE INTERSECTION OF
 PL0574'HARDWICK PINES ROAD AND COUNTY ROUTE 612 AND ON HIGHWAY RIGHT-OF-WAY.
 PL0574'TO REACH FROM THE JUNCTION OF BUSINESS LOOP 75 AND STATE HIGHWAY 93,
 PL0574'ABOUT 3.2 KM (2.0 MI) NORTH OF GRAYLING, GO NORTH ON HIGHWAY 93 FOR
 PL0574'8.05 KM (5.00 MI) TO THE END OF STATE HIGHWAY 93 AT THE HARDWICK
 PL0574'PINES STATE PARK.  STATE ROUTE 93 NOW BECOMES HARDWICK PINES ROAD.
 PL0574'CONTINUE NORTH ON HARDWICK PINES ROAD FOR 4.27 KM (2.65 MI) TO THE
 PL0574'AZIMUTH MARK ON THE RIGHT OUT IN CULTIVATED FIELD AS DESCRIBED.
 PL0574'AZIMUTH MARK 1 PROJECTS ABOUT 4 INCHES.  IT IS 30.48 M (100.00 FT)
 PL0574'EAST FROM THE CENTER OF HARDWICK PINES ROAD, 0.61 M (2.00 FT) NORTH
 PL0574'FROM A UTILITY POLE AND 0.31 M (1.02 FT) SOUTH FROM A MWP.
 PL0574'A TRAVERSE CONNECTION WAS MADE TO STATION HARD 1949 USING ELECTRONIC
 PL0574'DISTANCE MEASURING EQUIPMENT.
 PL0574'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PL0574'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0799 ***********************************************************************
 QK0799  DESIGNATION -  HARDWOOD
 QK0799  PID         -  QK0799
 QK0799  STATE/COUNTY-  MI/EMMET
 QK0799  USGS QUAD   -  
 QK0799
 QK0799                         *CURRENT SURVEY CONTROL
 QK0799  ___________________________________________________________________
 QK0799* NAD 83(1994)-  45 34 13.27251(N)    085 03 26.36669(W)     ADJUSTED  
 QK0799* NAVD 88     -       363.     (meters)    1191.     (feet)  SCALED    
 QK0799  ___________________________________________________________________
 QK0799  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 QK0799  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0799
 QK0799  HORZ ORDER  -  SECOND
 QK0799
 QK0799.The horizontal coordinates were established by classical geodetic methods
 QK0799.and adjusted by the National Geodetic Survey in February 1997..
 QK0799
 QK0799.The orthometric height was scaled from a topographic map.
 QK0799
 QK0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0799
 QK0799.The geoid height was determined by GEOID03.
 QK0799
 QK0799;                    North         East     Units Scale Factor Converg.
 QK0799;SPC MI C     -   250,664.817 5,946,088.951   MT  0.99997260   -0 29 16.4
 QK0799;SPC MI C     -   822,391.13 19,508,165.85   iFT  0.99997260   -0 29 16.4
 QK0799;UTM  16      - 5,048,148.115   651,585.382   MT  0.99988251   +1 23 15.2
 QK0799
 QK0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0799!SPC MI C     -   0.99994861  x   0.99997260  =   0.99992122
 QK0799!UTM  16      -   0.99994861  x   0.99988251  =   0.99983113
 QK0799
 QK0799:                Primary Azimuth Mark                     Grid Az
 QK0799:SPC MI C     -  HARDWOOD AZ MK                           207 52 51.4
 QK0799:UTM  16      -  HARDWOOD AZ MK                           206 00 19.8
 QK0799
 QK0799|---------------------------------------------------------------------|
 QK0799| PID    Reference Object                     Distance      Geod. Az  |
 QK0799|                                                           dddmmss.s |
 QK0799| CH1238 HARDWOOD AZ MK                                     2072335.0 |
 QK0799| CH1239 HARDWOOD RM 1                        23.394 METERS 22056     |
 QK0799| QK0837 SOUTH FOX ISLAND LIGHT              APPROX.64.7 KM 2505936.8 |
 QK0799| QK0850 BEAVER ISLAND LOOKOUT TOWER         APPROX.41.4 KM 2823737.2 |
 QK0799| CH1240 HARDWOOD RM 2                        22.210 METERS 31513     |
 QK0799|---------------------------------------------------------------------|
 QK0799
 QK0799                          SUPERSEDED SURVEY CONTROL
 QK0799
 QK0799  NAD 83(1986)-  45 34 13.26725(N)    085 03 26.36623(W) AD(       ) 2
 QK0799  NAD 27      -  45 34 13.23300(N)    085 03 26.13900(W) AD(       ) 2
 QK0799
 QK0799.Superseded values are not recommended for survey control.
 QK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0799.See file dsdata.txt to determine how the superseded data were derived.
 QK0799
 QK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5158548148(NAD 83)
 QK0799_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0799
 QK0799  HISTORY     - Date     Condition        Report By
 QK0799  HISTORY     - 1956     MONUMENTED       CGS
 QK0799  HISTORY     - 19960814 GOOD             USPSQD
 QK0799
 QK0799                          STATION DESCRIPTION
 QK0799
 QK0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0799'THE STATION IS ABOUT 10 MILES NORTHWEST OF HARBOR SPRINGS, 3 MILES
 QK0799'EAST OF THE VILLAGE OF GOOD
 QK0799'HART AT THE WEST EDGE OF THE HARDWOOD STATE FOREST ON STATE PROPERTY.
 QK0799'IT IS 30 FEET EAST OF THE
 QK0799'CENTERLINE OF A SAND ROAD, 20 FEET WEST OF A 12 INCH TRIANGULAR
 QK0799'BLAZED TREE AND 4 FEET SOUTH OF A WHITE
 QK0799'WITNESS POST.  THE MARK PROJECTS 6 INCHES
 QK0799'AND THE DISK IS STAMPED HARDWOOD 1956.
 QK0799'
 QK0799'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STATE STREETS IN
 QK0799'HARBOR SPRINGS, GO
 QK0799'NORTH ON STATE STREET FOR 0.2 MILE TO THE INTERSECTION OF WEST BLUFF
 QK0799'DR.  CONTINUE NORTH ON STATE
 QK0799'STREET FOR 0.25 MILE TO A T-ROAD (WEST LAKE ROAD).  TURN
 QK0799'RIGHT AND GO EAST ON WEST LAKE ROAD FOR
 QK0799'0.05 MILE TO A SIDE ROAD LEFT (STATE STREET).
 QK0799'TURN LEFT AND FOLLOW PAVED ROAD NORTH FOR 9.3 MILES TO A
 QK0799'GRAVEL CROSSROAD.  TURN LEFT AND
 QK0799'GO WEST ON GRAVEL ROAD FOR 2.05 MILES TO A SIDE ROAD RIGHT*.  TURN
 QK0799'RIGHT AND GO NORTH ON SAND ROAD
 QK0799'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 QK0799'
 QK0799'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON GRAVEL ROAD
 QK0799'FOR 0.2 MILE TO THE MARK ON
 QK0799'THE RIGHT.
 QK0799'
 QK0799'REFERENCE MARK 1 IS 21 FEET WEST OF THE CENTERLINE OF THE SAND ROAD
 QK0799'AND 1 FOOT EAST OF A FENCE
 QK0799'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HARDWOOD NO
 QK0799'1 1956.
 QK0799'
 QK0799'REFERENCE MARK 2 IS 22 FEET WEST OF THE CENTERLINE OF THE SAND ROAD
 QK0799'AND 1 FOOT EAST OF A FENCE
 QK0799'LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED HARDWOOD NO
 QK0799'2 1956.
 QK0799'
 QK0799'THE AZIMUTH MARK IS 3 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 QK0799'ROAD, 15 FEET NORTH OF A 30
 QK0799'INCH MAPLE TREE AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK
 QK0799'PROJECTS 2 INCHES AND THE DISK
 QK0799'IS STAMPED HARDWOOD 1956.
 QK0799'
 QK0799'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0799
 QK0799                          STATION RECOVERY (1996)
 QK0799
 QK0799'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8093 ***********************************************************************
 AA8093  CBN         -  This is a Cooperative Base Network Control Station.
 AA8093  DESIGNATION -  HARN 26200
 AA8093  PID         -  AA8093
 AA8093  STATE/COUNTY-  MI/GLADWIN
 AA8093  USGS QUAD   -  COLEMAN NE (1985)
 AA8093
 AA8093                         *CURRENT SURVEY CONTROL
 AA8093  ___________________________________________________________________
 AA8093* NAD 83(1994)-  43 58 50.27115(N)    084 30 20.28830(W)     ADJUSTED  
 AA8093* NAVD 88     -       251.4    (meters)     825.     (feet)  GPS OBS   
 AA8093  ___________________________________________________________________
 AA8093  X           -     440,165.031 (meters)                     COMP
 AA8093  Y           -  -4,576,006.365 (meters)                     COMP
 AA8093  Z           -   4,406,693.988 (meters)                     COMP
 AA8093  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 AA8093  ELLIP HEIGHT-         217.09  (meters)          (07/12/02) GPS OBS
 AA8093  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 AA8093
 AA8093  HORZ ORDER  -  B
 AA8093  ELLP ORDER  -  FOURTH    CLASS II
 AA8093
 AA8093.The horizontal coordinates were established by GPS observations
 AA8093.and adjusted by the National Geodetic Survey in September 1995..
 AA8093
 AA8093.The orthometric height was determined by GPS observations and a
 AA8093.high-resolution geoid model.
 AA8093
 AA8093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8093
 AA8093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8093
 AA8093.The ellipsoidal height was determined by GPS observations
 AA8093.and is referenced to NAD 83.
 AA8093
 AA8093.The geoid height was determined by GEOID03.
 AA8093
 AA8093;                    North         East     Units Scale Factor Converg.
 AA8093;SPC MI C     -    73,792.147 5,988,849.621   MT  1.00005261   -0 05 53.4
 AA8093;SPC MI C     -   242,100.22 19,648,456.76   iFT  1.00005261   -0 05 53.4
 AA8093;UTM  16      - 4,872,746.433   700,050.836   MT  1.00009224   +1 43 57.7
 AA8093
 AA8093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8093!SPC MI C     -   0.99996596  x   1.00005261  =   1.00001857
 AA8093!UTM  16      -   0.99996596  x   1.00009224  =   1.00005820
 AA8093
 AA8093                          SUPERSEDED SURVEY CONTROL
 AA8093
 AA8093  ELLIP H (09/20/95)  217.12   (m)                       GP(       ) 1 2
 AA8093
 AA8093.Superseded values are not recommended for survey control.
 AA8093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8093.See file dsdata.txt to determine how the superseded data were derived.
 AA8093
 AA8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0005172746(NAD 83)
 AA8093_MARKER: DD = SURVEY DISK
 AA8093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8093_STAMPING: HARN 26200 1994
 AA8093_MARK LOGO: MIDT  
 AA8093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8093+STABILITY: SURFACE MOTION
 AA8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8093+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2002
 AA8093
 AA8093  HISTORY     - Date     Condition        Report By
 AA8093  HISTORY     - 1994     MONUMENTED       MIDT
 AA8093  HISTORY     - 19981202 GOOD             USPSQD
 AA8093  HISTORY     - 20020626 GOOD             PROFLN
 AA8093
 AA8093                          STATION DESCRIPTION
 AA8093
 AA8093'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 AA8093'STATION IS LOCATED IN QUAD 430844, ABOUT 0.8 MILE (1.3 KM) WEST FROM
 AA8093'THE CENTER OF GLADWIN, ON THE LINE BETWEEN SECTIONS 1 AND 2, T18N,
 AA8093'R2W, IN GROUT TOWNSHIP.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH
 AA8093'FROM THE GLADWIN COUNTY COURTHOUSE IN GLADWIN, GO WEST ON STATE
 AA8093'HIGHWAY 61 FOR 0.7 MI (1.1 KM) TO STATE HIGHWAY 18 SOUTH.  CONTINUE
 AA8093'WEST ON HIGHWAY 61 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD LEFT, LEADING
 AA8093'BACK TO HIGHWAY 18 SOUTH.  TURN LEFT AND GO SOUTHEAST FOR ABOUT 100 FT
 AA8093'(30.5 M) TO THE STATION ON THE RIGHT.  STATION IS 107.8 FT (32.9 M)
 AA8093'SOUTH FROM THE CENTERLINE OF HIGHWAY 61, 38.6 FT (11.8 M) WEST FROM
 AA8093'THE CENTER OF THE PAVED ROAD LEADING TO HIGHWAY 18, 38.4 FT (11.7 M)
 AA8093'NORTH FROM A UTILITY POLE, 25.0 FT (7.6 M) SOUTHWEST FROM TWO
 AA8093'UNDERGROUND TELEPHONE PEDESTAL BOXES, AND 1.0 FT (0.3 M) EAST FROM A
 AA8093'FIBERGLASS WITNESS POST.
 AA8093
 AA8093                          STATION RECOVERY (1998)
 AA8093
 AA8093'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA8093'RECOVERED IN GOOD CONDITION.
 AA8093
 AA8093                          STATION RECOVERY (2002)
 AA8093
 AA8093'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2002 (JHR)
 AA8093'RECOVERED AS DESCRIBED, IN GOOD CONDITION.  ROAD HAS BEEN REBUILT,
 AA8093'MONUMENT IS NOW LOCATED IN THE SOUTHWEST QUAD OF THE INTERESECTION OF
 AA8093'M-61 AND M-18.  MONUMENT PROJECTS 0.3' ABOVE THE GROUND AT THE BACK OF
 AA8093'NEW CURB AND GUTTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0552 ***********************************************************************
 OK0552  DESIGNATION -  HAROLD HILL
 OK0552  PID         -  OK0552
 OK0552  STATE/COUNTY-  MI/GRATIOT
 OK0552  USGS QUAD   -  SUMNER (1979)
 OK0552
 OK0552                         *CURRENT SURVEY CONTROL
 OK0552  ___________________________________________________________________
 OK0552* NAD 83(1994)-  43 15 50.87895(N)    084 47 18.97965(W)     ADJUSTED  
 OK0552* NAVD 88     -       252.2    (meters)     827.     (feet)  VERTCON   
 OK0552  ___________________________________________________________________
 OK0552  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 OK0552  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 OK0552
 OK0552  HORZ ORDER  -  FIRST
 OK0552
 OK0552.The horizontal coordinates were established by classical geodetic methods
 OK0552.and adjusted by the National Geodetic Survey in February 1997..
 OK0552
 OK0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0552
 OK0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0552
 OK0552.The geoid height was determined by GEOID03.
 OK0552
 OK0552;                    North         East     Units Scale Factor Converg.
 OK0552;SPC MI S     -   196,043.902 3,965,745.028   MT  0.99992873   -0 17 13.7
 OK0552;SPC MI S     -   643,188.65 13,010,974.50   iFT  0.99992873   -0 17 13.7
 OK0552;UTM  16      - 4,792,521.390   679,475.894   MT  0.99999626   +1 30 57.6
 OK0552
 OK0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0552!SPC MI S     -   0.99996558  x   0.99992873  =   0.99989431
 OK0552!UTM  16      -   0.99996558  x   0.99999626  =   0.99996184
 OK0552
 OK0552:                Primary Azimuth Mark                     Grid Az
 OK0552:SPC MI S     -  ALMA MUNICIPAL TANK                      040 35 03.7
 OK0552:UTM  16      -  ALMA MUNICIPAL TANK                      038 46 52.4
 OK0552
 OK0552|---------------------------------------------------------------------|
 OK0552| PID    Reference Object                     Distance      Geod. Az  |
 OK0552|                                                           dddmmss.s |
 OK0552| OK0538 ALMA MUNICIPAL TANK                 APPROX.16.8 KM 0401750.0 |
 OK0552| OK0536 ALMA RAD MAST                       APPROX.16.3 KM 0455720.5 |
 OK0552| OK0553 HAROLD HILL RM A 1969                27.908 METERS 08824     |
 OK0552| CH0280 HAROLD HILL RM 1                     25.512 METERS 19258     |
 OK0552| CH0279 HAROLD HILL AZ MK                                  2644859.0 |
 OK0552|---------------------------------------------------------------------|
 OK0552
 OK0552                          SUPERSEDED SURVEY CONTROL
 OK0552
 OK0552  NAD 83(1986)-  43 15 50.87539(N)    084 47 18.99325(W) AD(       ) 1
 OK0552  NAD 27      -  43 15 50.75590(N)    084 47 18.96543(W) AD(       ) 1
 OK0552  NGVD 29 (07/19/86)  252.3    (m)          828.     (f) VERT ANG       
 OK0552
 OK0552.Superseded values are not recommended for survey control.
 OK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0552.See file dsdata.txt to determine how the superseded data were derived.
 OK0552
 OK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7947692521(NAD 83)
 OK0552_MARKER: DS = TRIANGULATION STATION DISK
 OK0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0552_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0552_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0552+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0552
 OK0552  HISTORY     - Date     Condition        Report By
 OK0552  HISTORY     - 1969     MONUMENTED       CGS
 OK0552  HISTORY     - 1980     GOOD             MIDH
 OK0552  HISTORY     - 19920804 GOOD             USPSQD
 OK0552  HISTORY     - 20010620 GOOD             USPSQD
 OK0552
 OK0552                          STATION DESCRIPTION
 OK0552
 OK0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0552'THE STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF STANTON,
 OK0552'6 MILES EAST OF
 OK0552'CRYSTAL AND 3-1/2 MILES SOUTHWEST OF EUGENE. IN THE
 OK0552'SOUTHERN HALF OF SECTION 9, R. 4
 OK0552'W., T. 10 N. ON THE PROPERTY OF MR. STADELBERGER.
 OK0552'
 OK0552'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN STATE HIGHWAY
 OK0552'66 AND COUNTY
 OK0552'ROUTE 522 ON THE EAST SIDE OF STANTON, GO EAST ON
 OK0552'COUNTY ROUTE 522 FOR 14.35 MILES
 OK0552'TO A MACADAM ROAD ON THE RIGHT.
 OK0552'(WARNER ROAD) TURN RIGHT AND GO SOUTH ON WARNER
 OK0552'ROAD FOR 1.95 MILES
 OK0552'TO A GRAVELED CROSSROAD (PIERCE ROAD).  TURN RIGHT AND GO WEST ON
 OK0552'PIERCE ROAD FOR
 OK0552'0.5 MILE TO MR. STADELBERGERS RESIDENCE ON THE RIGHT
 OK0552'AND THE STATION BEHIND THE HOUSE.
 OK0552'
 OK0552'THE STATION IS A STANDARD DISK STAMPED HAROLD HILL 1969, SET
 OK0552'IN THE TOP OF A
 OK0552'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH.
 OK0552'IT IS 193.0 FEET NORTH-NORTHWEST
 OK0552'OF THE NORTHWEST CORNER OF THE
 OK0552'HOUSE AND 2.0 FEET SOUTHEAST OF A METAL WITNESS
 OK0552'POST.
 OK0552'
 OK0552'THE RMA STATION IS A STANDARD STATION DISK STAMPED HAROLD HILL
 OK0552'RMA 1969, SET IN
 OK0552'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OK0552'THAT IS FLUSH.  IT IS 158 FEET
 OK0552'NORTH OF THE NORTHWEST CORNER OF THE
 OK0552'HOUSE AND 92 FEET EAST OF THE METAL WITNESS POST.
 OK0552'
 OK0552'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAROLD HILL NO 1
 OK0552'1969, SET IN THE
 OK0552'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 OK0552'IS FLUSH.  IT IS 153 FEET NORTHWEST
 OK0552'OF THE NORTHWEST CORNER OF THE
 OK0552'HOUSE AND 84 FEET SOUTH OF THE METAL WITNESS POST.
 OK0552'
 OK0552'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAROLD HILL 1969,
 OK0552'SET IN THE TOP OF
 OK0552'A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES,
 OK0552'IT IS 48 FEET EAST OF THE CENTER OF
 OK0552'OSBORN ROAD,
 OK0552'38 FEET NORTH OF THE CENTER OF PIERCE ROAD, 2.3 FEET
 OK0552'NORTH-NORTHWEST
 OK0552'OF A METAL WITNESS POST AND 1.3 FEET SOUTHWEST OF A WIRE FENCE.
 OK0552'
 OK0552'TO REACH THE AZIMUTH MARK FROM MR. STADELBERGERS HOUSE, GO
 OK0552'WEST ON PIERCE
 OK0552'ROAD FOR 0.45 MILE TO ITS JUNCTION WITH OSBORN ROAD
 OK0552'AND THE MARK IN THE NORTHEAST
 OK0552'ANGLE AND ON ROAD RIGHT OF WAY.
 OK0552'
 OK0552'HEIGHT OF LIGHT ABOVE STATION MARK 30.4 METERS.
 OK0552
 OK0552                          STATION RECOVERY (1980)
 OK0552
 OK0552'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0552'THE STATION MARK STAMPED---HAROLD HILL 1969---WAS FOUND IN GOOD
 OK0552'CONDITION.  THE HAROLD HILL RM A STATION STAMPED---HAROLD HILL RMA
 OK0552'1969---AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.  THE
 OK0552'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 OK0552'
 OK0552'THE STATION IS LOCATED IN THE LANDSCAPED YARD OF THE STADELBERGER
 OK0552'PROPERTY AND HE REQUESTED THAT ALL THE MONUMENTS IN HIS YARD BE
 OK0552'REMOVED.
 OK0552'
 OK0552'NO MEASUREMENTS WERE MADE.
 OK0552
 OK0552                          STATION RECOVERY (1992)
 OK0552
 OK0552'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0552'RECOVERED IN GOOD CONDITION.
 OK0552
 OK0552                          STATION RECOVERY (2001)
 OK0552
 OK0552'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0553 ***********************************************************************
 OK0553  DESIGNATION -  HAROLD HILL RM A 1969
 OK0553  PID         -  OK0553
 OK0553  STATE/COUNTY-  MI/GRATIOT
 OK0553  USGS QUAD   -  SUMNER (1979)
 OK0553
 OK0553                         *CURRENT SURVEY CONTROL
 OK0553  ___________________________________________________________________
 OK0553* NAD 83(1994)-  43 15 50.90420(N)    084 47 17.74270(W)     ADJUSTED  
 OK0553* NAVD 88     -       251.2    (meters)     824.     (feet)  VERTCON   
 OK0553  ___________________________________________________________________
 OK0553  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 OK0553  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 OK0553
 OK0553  HORZ ORDER  -  FIRST
 OK0553
 OK0553.The horizontal coordinates were established by classical geodetic methods
 OK0553.and adjusted by the National Geodetic Survey in February 1997..
 OK0553
 OK0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0553
 OK0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0553
 OK0553.The geoid height was determined by GEOID03.
 OK0553
 OK0553;                    North         East     Units Scale Factor Converg.
 OK0553;SPC MI S     -   196,044.541 3,965,772.926   MT  0.99992874   -0 17 12.9
 OK0553;SPC MI S     -   643,190.75 13,011,066.03   iFT  0.99992874   -0 17 12.9
 OK0553;UTM  16      - 4,792,522.907   679,503.761   MT  0.99999638   +1 30 58.5
 OK0553
 OK0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0553!SPC MI S     -   0.99996572  x   0.99992874  =   0.99989446
 OK0553!UTM  16      -   0.99996572  x   0.99999638  =   0.99996210
 OK0553
 OK0553:                Primary Azimuth Mark                     Grid Az
 OK0553:SPC MI S     -  MT PLEASANT TV STA WCMU MAST             002 06 25.2
 OK0553:UTM  16      -  MT PLEASANT TV STA WCMU MAST             000 18 13.8
 OK0553
 OK0553|---------------------------------------------------------------------|
 OK0553| PID    Reference Object                     Distance      Geod. Az  |
 OK0553|                                                           dddmmss.s |
 OK0553| OK0577 MT PLEASANT TV STA WCMU MAST        APPROX.34.7 KM 0014912.3 |
 OK0553| OK0541 PERRINTON UPPER PEN MICROWAVE       APPROX.15.9 KM 1363422.8 |
 OK0553| OK0542 CARSON CITY MUN TANK                APPROX.10.7 KM 2033838.1 |
 OK0553| OK0552 HAROLD HILL                          27.908 METERS 26824     |
 OK0553| OK0547 GUILD                               APPROX.16.6 KM 3375223.3 |
 OK0553|---------------------------------------------------------------------|
 OK0553
 OK0553                          SUPERSEDED SURVEY CONTROL
 OK0553
 OK0553  NAD 83(1986)-  43 15 50.90063(N)    084 47 17.75680(W) AD(       ) 1
 OK0553  NAD 27      -  43 15 50.78112(N)    084 47 17.72851(W) AD(       ) 1
 OK0553  NGVD 29 (07/19/86)  251.4    (m)          825.     (f) VERT ANG       
 OK0553
 OK0553.Superseded values are not recommended for survey control.
 OK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0553.See file dsdata.txt to determine how the superseded data were derived.
 OK0553
 OK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN7950492523(NAD 83)
 OK0553_MARKER: DS = TRIANGULATION STATION DISK
 OK0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0553_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0553+STABILITY: SURFACE MOTION
 OK0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0553+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0553
 OK0553  HISTORY     - Date     Condition        Report By
 OK0553  HISTORY     - 1969     MONUMENTED       CGS
 OK0553  HISTORY     - 1980     GOOD             MIDH
 OK0553  HISTORY     - 19920804 GOOD             USPSQD
 OK0553  HISTORY     - 20010620 GOOD             USPSQD
 OK0553
 OK0553                          STATION DESCRIPTION
 OK0553
 OK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 OK0553'THE STATION IS LOCATED ABOUT 14 MILES EAST-SOUTHEAST OF STANTON,
 OK0553'6 MILES EAST OF
 OK0553'CRYSTAL AND 3-1/2 MILES SOUTHWEST OF EUGENE IN THE
 OK0553'SOUTH 1/2 OF SEC. 9, R. 4 W., T.
 OK0553'10 N. ON PROPERTY OWNED BY MR. STADELBERGER.
 OK0553'
 OK0553'THE STATION MARK IS A STANDARD DISK STAMPED HAROLD HILL RM A 1969,
 OK0553'SET IN THE TOP OF
 OK0553'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 OK0553'WITH THE GROUND SURFACE.  IT IS 158
 OK0553'FEET NORTH OF THE NORTHWEST CORNER
 OK0553'OF A HOUSE AND 92 FEET EAST OF A METAL WITNESS POST.
 OK0553'
 OK0553'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HAROLD HILL
 OK0553'AND THE DISTANCE,
 OK0553'REDUCED TO SEA LEVEL, AND THE DIRECTION ARE NOTED BELOW.
 OK0553'
 OK0553'THE HEIGHT OF THE TELESCOPE ABOVE THE STATION MARK WAS 27.8 METERS.
 OK0553
 OK0553                          STATION RECOVERY (1980)
 OK0553
 OK0553'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0553'THE STATION MARK STAMPED---HAROLD HILL RM A 1969---WAS FOUND IN GOOD
 OK0553'CONDITION.  THE TRIANGULATION STATION HAROLD HILL WAS FOUND IN GOOD
 OK0553'CONDITION.
 OK0553'
 OK0553'THE PROPERTY OWNER, MR STADELBERGER, HAD REQUESTED THAT ALL EXISTING
 OK0553'MONUMENTS BE REMOVED FROM HIS PROPERTY.
 OK0553
 OK0553                          STATION RECOVERY (1992)
 OK0553
 OK0553'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0553'RECOVERED IN GOOD CONDITION.
 OK0553
 OK0553                          STATION RECOVERY (2001)
 OK0553
 OK0553'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0525 ***********************************************************************
 PL0525  DESIGNATION -  HARRIETTA
 PL0525  PID         -  PL0525
 PL0525  STATE/COUNTY-  MI/WEXFORD
 PL0525  USGS QUAD   -  HOXEYVILLE (1987)
 PL0525
 PL0525                         *CURRENT SURVEY CONTROL
 PL0525  ___________________________________________________________________
 PL0525* NAD 83(1994)-  44 14 34.62415(N)    085 41 38.55850(W)     ADJUSTED  
 PL0525* NAVD 88     -       451.     (meters)    1480.     (feet)  SCALED    
 PL0525  ___________________________________________________________________
 PL0525  LAPLACE CORR-           6.68  (seconds)                    DEFLEC99
 PL0525  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 PL0525
 PL0525  HORZ ORDER  -  FIRST
 PL0525
 PL0525.The horizontal coordinates were established by classical geodetic methods
 PL0525.and adjusted by the National Geodetic Survey in February 1997..
 PL0525
 PL0525.The orthometric height was scaled from a topographic map.
 PL0525
 PL0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0525
 PL0525.The geoid height was determined by GEOID03.
 PL0525
 PL0525;                    North         East     Units Scale Factor Converg.
 PL0525;SPC MI C     -   103,798.256 5,893,977.636   MT  0.99998687   -0 56 15.6
 PL0525;SPC MI C     -   340,545.46 19,337,196.97   iFT  0.99998687   -0 56 15.6
 PL0525;UTM  16      - 4,899,686.684   604,275.914   MT  0.99973373   +0 54 40.5
 PL0525
 PL0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0525!SPC MI C     -   0.99993461  x   0.99998687  =   0.99992148
 PL0525!UTM  16      -   0.99993461  x   0.99973373  =   0.99966836
 PL0525
 PL0525:                Primary Azimuth Mark                     Grid Az
 PL0525:SPC MI C     -  BRIER HILL RESET                         005 48 01.4
 PL0525:UTM  16      -  BRIER HILL RESET                         003 57 05.3
 PL0525
 PL0525|---------------------------------------------------------------------|
 PL0525| PID    Reference Object                     Distance      Geod. Az  |
 PL0525|                                                           dddmmss.s |
 PL0525| PL0523 BRIER HILL RESET                    APPROX.13.7 KM 0045145.8 |
 PL0525| CH1241 HARRIETTA RM 1                        8.732 METERS 09648     |
 PL0525| CH1242 HARRIETTA RM 2                                     22627     |
 PL0525|---------------------------------------------------------------------|
 PL0525
 PL0525                          SUPERSEDED SURVEY CONTROL
 PL0525
 PL0525  NAD 83(1986)-  44 14 34.62431(N)    085 41 38.56217(W) AD(       ) 1
 PL0525  NAD 27      -  44 14 34.60358(N)    085 41 38.34451(W) AD(       ) 1
 PL0525
 PL0525.Superseded values are not recommended for survey control.
 PL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0525.See file dsdata.txt to determine how the superseded data were derived.
 PL0525
 PL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP0427699687(NAD 83)
 PL0525_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0525
 PL0525  HISTORY     - Date     Condition        Report By
 PL0525  HISTORY     - 1931     MONUMENTED       CGS
 PL0525  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PL0525  HISTORY     - 1980     GOOD             MIDH
 PL0525  HISTORY     - 19960706 GOOD             USPSQD
 PL0525
 PL0525                          STATION DESCRIPTION
 PL0525
 PL0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0525'ABOUT 15 MILES WEST OF CADILLAC AND 4-1/2 MILES SOUTH OF HARRIETTA,
 PL0525'IN SEC. 6, T. 21 N., R. 11 W.  TO REACH FROM
 PL0525'CADILLAC BY U.S. ROUTE 131, GO SOUTH 0.7 MILE TO JUNCTION WITH ROUTE
 PL0525'M-55 AT MANISTEE SIGN.  TURN WEST AND FOLLOW
 PL0525'ROUTE M-55 3.2 MILES TO STATE PARK, TURN LEFT AND AT 1.7 MILES BEAR
 PL0525'TO LEFT ON MACADAM ROAD, AND FOLLOW TO END AT
 PL0525'CROSSROADS AT 3.0 MILES.  TURN WEST ONTO MANISTEE ROAD
 PL0525'AND FOLLOW 10.4 MILES TO WHITE SCHOOLHOUSE AND RED CHURCH.
 PL0525'TURN NORTH AND FOLLOW GRAVEL ROAD 3.3 MILES TO
 PL0525'DIM ROAD LEADING TO RIGHT INTO TIMBER, JUST NORTH OF FIELD.  FOLLOW
 PL0525'THIS OLD ROAD, KEEPING RIGHT FORK, WHICH IS
 PL0525'BLAZED, TO STATION, 0.4 MILE.  STATION IS ON HIGHEST HILL IN
 PL0525'VICINITY, IN SCRUB TIMBER, AND ABOUT 5 METERS (16
 PL0525'FEET) EAST OF OLD GRAVEL PIT.  SURFACE AND UNDERGROUND MARKS ARE
 PL0525'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A
 PL0525'AND 7A.  REFERENCE MARKS ARE STANDARD REFERENCE
 PL0525'DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN BRUSH, 8.74 METERS (28.7
 PL0525'FEET) FROM STATION IN AZIMUTH 276 DEG 48 MIN.
 PL0525'NO. 2 IS 8.8 METERS (29 FEET) NORTH OF CENTER LINE OF GRAVEL ROAD, 1
 PL0525'FOOT WEST OF NORTH-AND-SOUTH WIRE FENCE ON WEST
 PL0525'SIDE OF PASTURE, 3.8 METERS (12 FEET) NORTH OF 16-INCH ELM TREE
 PL0525'IN WIRE FENCE, 1 METER (3 FEET) NORTH OF TELEPHONE
 PL0525'POLE, 6.5 METERS (21 FEET) NORTH OF NORTH GATE
 PL0525'POST IN FENCE, AND APPROXIMATELY 3/4 MILE FROM STATION IN AZIMUTH 46
 PL0525'DEG 26 MIN 34 SEC.
 PL0525
 PL0525                          STATION RECOVERY (1957)
 PL0525
 PL0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 PL0525'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 PL0525'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 PL0525'1 CHECKED.  REFERENCE MARK 2 WAS FOUND IN POOR CONDITION.  THE W SIDE
 PL0525'WAS EXPOSED BY THE GRADING OF A DITCH LINE AND
 PL0525'WAS IN A MASS OF TREE ROOTS, THIS MARK WAS DESTROYED AT THE REQUEST
 PL0525'OF THE WEXFORD COUNTY HIGHWAY DEPARTMENT.  THERE
 PL0525'WERE NO NEW MARKS ESTABLISHED DUE TO A VERY HEAVY
 PL0525'GROWTH OF TREES.  THERE WERE NO OBSERVATIONS MADE, AS IT WOULD
 PL0525'REQUIRE SEVERAL HOURS OF CLEARING AND THE CUTTING
 PL0525'OF PINE TREES IN A TREE PLANTATION.  TO REACH THE STATION, IT WOULD
 PL0525'REQUIRE A FOUR-WHEEL DRIVE OR A WINCH TRUCK AS
 PL0525'THE WOODS ROAD IS SANDY AND VERY STEEP.
 PL0525'
 PL0525'A COMPLETE NEW DESCRIPTION FOLLOWS--
 PL0525'
 PL0525'THE STATION IS LOCATED ON THE HIGHEST HILL IN THE VICINITY, ABOUT 15
 PL0525'MILES W OF CADILLAC, ABOUT 4.5 MILES S OF
 PL0525'HARRIETTA, IN THE MINISTEE NATIONAL FOREST.  IT IS 20 FEET E OF THE E
 PL0525'EDGE OF A VERY SMALL GRAVEL PIT, 10 FEET NE OF A
 PL0525'6-INCH OAK TREE WITH A TRIANGULAR BLAZE, AND 8 FEET SE OF A 6-INCH
 PL0525'ELM TREE WITH A TRIANGULAR BLAZE.  THE MONUMENT
 PL0525'PROJECTS 4 INCHES AND THE DISK IS STAMPED HARRIETTA 1931.
 PL0525'(NOTES 1A AND 7A.)
 PL0525'
 PL0525'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0525'HIGHWAY 115 (ABOUT 4 MILES S OF CADILLAC), GO NW
 PL0525'ON STATE HIGHWAY 115 FOR 2.85 MILES TO THE JUNCTION OF STATE HIGHWAY
 PL0525'55.  TURN LEFT AND GO W ON STATE HIGHWAY 55 FOR
 PL0525'12.95 MILES TO A STAGGERED CROSSROAD (WEST 13 ROAD).  TURN RIGHT AND
 PL0525'GO N ON WEST 13 ROAD FOR 1.2 MILES TO THE EDGE OF A
 PL0525'WOODS AND A VERY DIM WOODS ROAD RIGHT (THIS IS
 PL0525'JUST N OF THE N EDGE OF THE TREE PLANTATION WHICH IS PLANTED IN PINE
 PL0525'TREES).  FROM HERE PACK NE ON THE WOODS ROAD,
 PL0525'KEEPING THE RIGHT FORK FOR ABOUT 0.4 MILE TO THE TOP OF THE HILL AND
 PL0525'THE STATION ON THE E END OF THE RIDGE.
 PL0525'
 PL0525'REFERENCE MARK 1 IS 48 FEET E OF THE GRAVEL PIT, 12 FEET W OF A
 PL0525'10-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE
 PL0525'W SIDE, AND 5 FEET N OF A 6-INCH POPLAR TREE WITH A TRIANGULAR BLAZE
 PL0525'ON THE N SIDE.  THE MONUMENT PROJECTS 3 INCHES
 PL0525'AND THE DISK IS STAMPED HARRIETTA 1931 NO 1.  (NOTE 11A.)
 PL0525
 PL0525                          STATION RECOVERY (1980)
 PL0525
 PL0525'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 PL0525'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD
 PL0525'CONDITION.  REFERENCE MARK 2 AND AZIMUTH MARK WERE NOT FOUND.
 PL0525'
 PL0525'TO REACH DESCRIPTION OF 1957 IS GOOD, WITH ONE CHANGE.  WHERE
 PL0525'EXISTING TO REACH STATES--TREE PLANTATION WHICH IS PLANTED IN PINE
 PL0525'TREES, GO 0.20 MILES NORTHEAST ON SAND TRAIL TO WHERE TRAIL MAKES A
 PL0525'TURN TO THE RIGHT OR SOUTHWEST--TURN LEFT AND GO NORTHEAST UP
 PL0525'A DIM WOODS TRAIL TO STATION ON TOP OF HILL AT EAST END OF RIDGE.
 PL0525
 PL0525                          STATION RECOVERY (1996)
 PL0525
 PL0525'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0243 ***********************************************************************
 SG0243  DESIGNATION -  HARRINGTON ISLAND LIGHT
 SG0243  PID         -  SG0243
 SG0243  STATE/COUNTY-  MI/HOUGHTON
 SG0243  USGS QUAD   -  OSKAR (1975)
 SG0243
 SG0243                         *CURRENT SURVEY CONTROL
 SG0243  ___________________________________________________________________
 SG0243* NAD 83(1994)-  47 09 30.23645(N)    088 38 04.72678(W)     ADJUSTED  
 SG0243* NAVD 88     -       191.     (meters)     627.     (feet)  SCALED    
 SG0243  ___________________________________________________________________
 SG0243  LAPLACE CORR-         -10.06  (seconds)                    DEFLEC99
 SG0243  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 SG0243
 SG0243  HORZ ORDER  -  THIRD
 SG0243
 SG0243.The horizontal coordinates were established by classical geodetic methods
 SG0243.and adjusted by the National Geodetic Survey in February 1997..
 SG0243
 SG0243.The orthometric height was scaled from a topographic map.
 SG0243
 SG0243.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0243
 SG0243.The geoid height was determined by GEOID03.
 SG0243
 SG0243;                    North         East     Units Scale Factor Converg.
 SG0243;SPC MI N     -   265,265.403 7,876,049.653   MT  1.00001920   -1 10 53.4
 SG0243;SPC MI N     -   870,293.32 25,840,057.92   iFT  1.00001920   -1 10 53.4
 SG0243;UTM  16      - 5,224,062.839   376,094.074   MT  0.99978869   -1 11 55.4
 SG0243
 SG0243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0243!SPC MI N     -   0.99997531  x   1.00001920  =   0.99999451
 SG0243!UTM  16      -   0.99997531  x   0.99978869  =   0.99976401
 SG0243
 SG0243                          SUPERSEDED SURVEY CONTROL
 SG0243
 SG0243  NAD 83(1986)-  47 09 30.23212(N)    088 38 04.70162(W) AD(       ) 4
 SG0243  NAD 27      -  47 09 30.50265(N)    088 38 04.25835(W) AD(       ) 3
 SG0243
 SG0243.Superseded values are not recommended for survey control.
 SG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0243.See file dsdata.txt to determine how the superseded data were derived.
 SG0243
 SG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7609424063(NAD 83)
 SG0243_MARKER: 14 = NAVIGATION LIGHT
 SG0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0243
 SG0243  HISTORY     - Date     Condition        Report By
 SG0243  HISTORY     - 1981     FIRST OBSERVED   NOS
 SG0243  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 SG0243
 SG0243                          STATION DESCRIPTION
 SG0243
 SG0243'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0243'THE STATION, HARRINGTON ISLAND LIGHT, IS THE CENTER OF THE GREEN
 SG0243'LIGHT ON TOP OF THE WHITE SKELTON TOWER SUPPORTED BY A WOOD CRIB.
 SG0243'THE STATION IS LISTED AS LIGHT NUMBER 1731 IN THE US COAST GUARD
 SG0243'LIGHT LIST VOLUME NUMBER FOUR.
 SG0243'
 SG0243'THE STATION IS LOCATED JUST WEST OF HARRINGTON ISLAND ON THE
 SG0243'KEWEENAW WATERWAY APPROXIMATELY 3 NAUTICAL MILES NORTHWEST OF
 SG0243'HOUGHTON-HANCOCK.
 SG0243'
 SG0243'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 SG0243'3 NAUTICAL MILES WEST AND NORTHWEST TO HARRINGTON ISLAND AND THE
 SG0243'STATION ON THE LEFT.
 SG0243
 SG0243                          STATION RECOVERY (1999)
 SG0243
 SG0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 SG0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1021 ***********************************************************************
 OJ1021  DESIGNATION -  HARRIS RESET
 OJ1021  PID         -  OJ1021
 OJ1021  STATE/COUNTY-  MI/GENESEE
 OJ1021  USGS QUAD   -  OTISVILLE (1975)
 OJ1021
 OJ1021                         *CURRENT SURVEY CONTROL
 OJ1021  ___________________________________________________________________
 OJ1021* NAD 83(1994)-  43 12 13.56743(N)    083 33 06.36978(W)     ADJUSTED  
 OJ1021* NAVD 88     -       254.     (meters)     833.     (feet)  SCALED    
 OJ1021  ___________________________________________________________________
 OJ1021  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 OJ1021  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OJ1021
 OJ1021  HORZ ORDER  -  FIRST
 OJ1021
 OJ1021.The horizontal coordinates were established by classical geodetic methods
 OJ1021.and adjusted by the National Geodetic Survey in February 1997..
 OJ1021
 OJ1021.The orthometric height was scaled from a topographic map.
 OJ1021
 OJ1021.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1021
 OJ1021.The geoid height was determined by GEOID03.
 OJ1021
 OJ1021;                    North         East     Units Scale Factor Converg.
 OJ1021;SPC MI S     -   189,572.732 4,066,221.336   MT  0.99992232   +0 33 16.4
 OJ1021;SPC MI S     -   621,957.78 13,340,621.18   iFT  0.99992232   +0 33 16.4
 OJ1021;UTM  17      - 4,786,604.805   292,693.709   MT  1.00012869   -1 44 51.2
 OJ1021
 OJ1021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1021!SPC MI S     -   0.99996555  x   0.99992232  =   0.99988788
 OJ1021!UTM  17      -   0.99996555  x   1.00012869  =   1.00009424
 OJ1021
 OJ1021|---------------------------------------------------------------------|
 OJ1021| PID    Reference Object                     Distance      Geod. Az  |
 OJ1021|                                                           dddmmss.s |
 OJ1021| OJ1169 HARRIS RM 1                          32.086 METERS 05644     |
 OJ1021| OJ1004 OTTER LAKE AMER LEGION TANK         APPROX. 7.8 KM 0744716.2 |
 OJ1021| CH0281 HARRIS AZ MK                                       2142325.6 |
 OJ1021| OJ1036 CLIO MUNICIPAL TANK                 APPROX.15.0 KM 2600743.1 |
 OJ1021| OJ1170 HARRIS RM 2                          35.052 METERS 29725     |
 OJ1021|---------------------------------------------------------------------|
 OJ1021
 OJ1021                          SUPERSEDED SURVEY CONTROL
 OJ1021
 OJ1021  NAD 83(1986)-  43 12 13.56260(N)    083 33 06.39761(W) AD(       ) 1
 OJ1021  NAD 27      -  43 12 13.47300(N)    083 33 06.56100(W) AD(       ) 1
 OJ1021
 OJ1021.Superseded values are not recommended for survey control.
 OJ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1021.See file dsdata.txt to determine how the superseded data were derived.
 OJ1021
 OJ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH9269486605(NAD 83)
 OJ1021_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1021_SP_SET: CONCRETE POST
 OJ1021_STAMPING: HARRIS 1943 1986
 OJ1021_MARK LOGO: NGS   
 OJ1021_PROJECTION: FLUSH
 OJ1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1021+STABILITY: SURFACE MOTION
 OJ1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ1021+SATELLITE: SATELLITE OBSERVATIONS - 1986
 OJ1021
 OJ1021  HISTORY     - Date     Condition        Report By
 OJ1021  HISTORY     - 1986     MONUMENTED       NGS
 OJ1021  HISTORY     - 19860801 GOOD             NGS
 OJ1021  HISTORY     - 19961022 GOOD             USPSQD
 OJ1021  HISTORY     - 20010331 POOR             NGS
 OJ1021  HISTORY     - 20060306 GOOD             USPSQD
 OJ1021
 OJ1021                          STATION DESCRIPTION
 OJ1021
 OJ1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 OJ1021'STATION IS LOCATED IN QUAD. 430833, ABOUT 6.4 KM (3.98 MI) NORTH OF
 OJ1021'THE VILLAGE OF OTISVILLE AND 0.6 KM (0.37 MI) EAST OF IRISH ROAD.  IT
 OJ1021'IS ON THE PROPERTY OF MR. A. J. MADDOCK, 8234 HARRIS ROAD, MILLINGTON
 OJ1021', MICHIGAN.  PHONE (517) 871-9639.
 OJ1021'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 15 AND WILSON, GO WEST
 OJ1021'ON WILSON ROAD FOR 3.06 KM (1.90 MI) TO IRISH ROAD.  TURN RIGHT ON
 OJ1021'IRISH ROAD AND GO NORTH FOR 3.4 KM (2.11 MI) TO FARRAN ROAD AND THE
 OJ1021'AZIMUTH MARK IN THE NORTHWEST CORNER OF THIS INTERSECTION.  CONTINUE
 OJ1021'STRAIGHT AHEAD FOR 1.05 KM (0.65 MI) TO HARRIS ROAD.  TURN RIGHT ON
 OJ1021'HARRIS ROAD AND GO 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT AS
 OJ1021'DESCRIBED.
 OJ1021'STATION IS NOW SET FLUSH WITH WITH THE GROUND.  IT IS 8.11 M
 OJ1021'(26.61 FT) SOUTH FROM THE CENTER OF HARRIS ROAD, 7.6 M (24.93 FT)
 OJ1021'EAST FROM A 36 INCH MAPLE TREE AND 3.8 M (12.47 FT) WEST FROM THE
 OJ1021'DRIVEWAY LEADING TO MR. MADDOCKS HOUSE.
 OJ1021'NOTE = AT THE PROPERTY OWNERS REQUEST THIS STATION WAS LOWERED IN
 OJ1021'PLACE.  THE LINE OF SIGHT TO THE AZIMUTH MARK IS NOW BLOCKED AND THIS
 OJ1021'MARK WAS FOUND LEANING IN PLACE AND NO SUITABLE LOCATION WAS FOUND TO
 OJ1021'SET A NEW ONE.
 OJ1021'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 OJ1021
 OJ1021                          STATION RECOVERY (1986)
 OJ1021
 OJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 OJ1021'THE STATION MARK REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OJ1021'CONDITION.  THE AZIMUTH MARK WAS FOUND LEANING AND LINE OF SIGHT
 OJ1021'BLOCKED TO STATION.  AT THE PROPERTY OWNERS REQUEST THE STATION MARK
 OJ1021'WAS LOWER TO FLUSH WITH GROUND.  THE DISTANCES TO AND THE ANGLE
 OJ1021'BETWEEN THE REFERENCE MARKS CHECKED THE OLD DATA.  NO NEW AZIMUTH MARK
 OJ1021'WAS ESTABLISHED AT THIS TIME.  THE TO REACH FOR THE STATION IS STILL
 OJ1021'ADEQUATE ADDING THERE IS A HOUSE ON THIS PROPERTY BY THE STATION WHICH
 OJ1021'NOW BELONGS TO MR A.J MADDOCK, 8234 HARRIS ROAD, MILLINGTON, MICHIGAN.
 OJ1021'STATION MARK IS A STANDARD NGS DISK STAMPED--HARRIS 1943 1986--, SET
 OJ1021'INTO THE TOP OF A 30 CM (10 INCH) ROUND CONCRETE MONUMENT. FLUSH WITH
 OJ1021'THE GROUND.  LOCATED 26.6 FT (8.1 M) SOUTH FROM THE CENTER OF HARRIS
 OJ1021'ROAD, 25.0 FT (7.6 M) EAST FROM A 36 INCH MAPLE TREE AND 12.5 FT
 OJ1021'(3.8 M) WEST FROM THE DRIVEWAY LEADING TO MR MADDOCKS HOUSE.
 OJ1021
 OJ1021                          STATION RECOVERY (1996)
 OJ1021
 OJ1021'RECOVERY NOTE BY US POWER SQUADRON 1996
 OJ1021'RECOVERED IN GOOD CONDITION.
 OJ1021
 OJ1021                          STATION RECOVERY (2001)
 OJ1021
 OJ1021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ1021'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OJ1021
 OJ1021                          STATION RECOVERY (2006)
 OJ1021
 OJ1021'RECOVERY NOTE BY US POWER SQUADRON 2006 (RR)
 OJ1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0525 ***********************************************************************
 OK0525  DESIGNATION -  HARRYMAN
 OK0525  PID         -  OK0525
 OK0525  STATE/COUNTY-  MI/SHIAWASSEE
 OK0525  USGS QUAD   -  OVID EAST (1974)
 OK0525
 OK0525                         *CURRENT SURVEY CONTROL
 OK0525  ___________________________________________________________________
 OK0525* NAD 83(1994)-  43 00 51.04392(N)    084 16 11.31069(W)     ADJUSTED  
 OK0525* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 OK0525  ___________________________________________________________________
 OK0525  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 OK0525  GEOID HEIGHT-         -33.06  (meters)                     GEOID03
 OK0525
 OK0525  HORZ ORDER  -  FIRST
 OK0525
 OK0525.The horizontal coordinates were established by classical geodetic methods
 OK0525.and adjusted by the National Geodetic Survey in February 1997..
 OK0525
 OK0525.The orthometric height was scaled from a topographic map.
 OK0525
 OK0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0525
 OK0525.The geoid height was determined by GEOID03.
 OK0525
 OK0525;                    North         East     Units Scale Factor Converg.
 OK0525;SPC MI S     -   168,196.128 4,007,895.373   MT  0.99990941   +0 03 57.3
 OK0525;SPC MI S     -   551,824.57 13,149,263.03   iFT  0.99990941   +0 03 57.3
 OK0525;UTM  16      - 4,766,006.909   722,488.196   MT  1.00020900   +1 51 47.7
 OK0525
 OK0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0525!SPC MI S     -   0.99996773  x   0.99990941  =   0.99987714
 OK0525!UTM  16      -   0.99996773  x   1.00020900  =   1.00017672
 OK0525
 OK0525:                Primary Azimuth Mark                     Grid Az
 OK0525:SPC MI S     -  PTS 8 ECC                                009 43 15.5
 OK0525:UTM  16      -  PTS 8 ECC                                007 55 25.1
 OK0525
 OK0525|---------------------------------------------------------------------|
 OK0525| PID    Reference Object                     Distance      Geod. Az  |
 OK0525|                                                           dddmmss.s |
 OK0525| OK0523 PTS 8 ECC                           APPROX.11.4 KM 0094712.8 |
 OK0525| CH0282 HARRYMAN AZ MK                                     0820525.8 |
 OK0525| OK0524 OWOSSO MICHIGAN SUGAR CO STK        APPROX. 6.6 KM 1014632.7 |
 OK0525| NF1270 OWOSSO MANUFACTURING CO STACK       APPROX. 7.0 KM 1034101.2 |
 OK0525| NF1272 OWOSSO ST PAULS CATH CH SPIRE       APPROX. 7.6 KM 1035515.6 |
 OK0525| NF1271 OWOSSO MANUFACTURING CO TANK        APPROX. 7.1 KM 1035958.6 |
 OK0525| NF1241 PTS 21 USGS 1932                    APPROX.17.3 KM 1361505.3 |
 OK0525| CH0283 HARRYMAN RM 1                        35.689 METERS 17435     |
 OK0525| CH0284 HARRYMAN RM 2                        50.268 METERS 29838     |
 OK0525|---------------------------------------------------------------------|
 OK0525
 OK0525                          SUPERSEDED SURVEY CONTROL
 OK0525
 OK0525  NAD 83(1986)-  43 00 51.04158(N)    084 16 11.32995(W) AD(       ) 1
 OK0525  NAD 27      -  43 00 50.95160(N)    084 16 11.43076(W) AD(       ) 1
 OK0525
 OK0525.Superseded values are not recommended for survey control.
 OK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0525.See file dsdata.txt to determine how the superseded data were derived.
 OK0525
 OK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2248866007(NAD 83)
 OK0525_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0525
 OK0525  HISTORY     - Date     Condition        Report By
 OK0525  HISTORY     - 1932     MONUMENTED       CGS
 OK0525  HISTORY     - 1980     GOOD             MIDH
 OK0525  HISTORY     - 20010806 GOOD             NGS
 OK0525  HISTORY     - 20010815 GOOD             NGS
 OK0525
 OK0525                          STATION DESCRIPTION
 OK0525
 OK0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0525'ABOUT 5 MILES WEST-NORTHWEST
 OK0525'OF CENTRAL PART OF
 OK0525'OWOSSO, 5-1/4 MILES EAST AND 0.5 MILE NORTH OF OVID,
 OK0525'0.75 MILE EAST AND 0.5 MILE NORTH OF
 OK0525'BURTON, IN NE 1/4 SEC. 18, T. 7 N., R. 2 E.,
 OK0525'ABOUT 0.25 MILE WEST OF NORTHEAST CORNER OF SECTION,
 OK0525'JUST SOUTH OF ROAD ALONG NORTH
 OK0525'SIDE OF SECTION, ON PROPERTY OF O.F. HARRYMAN, AT EAST EDGE OF
 OK0525'ORCHARD JUST EAST OF FARM
 OK0525'BUILDINGS, 15 FEET WEST OF NORTH-AND-SOUTH FENCE LINE, 23 FEET
 OK0525'SOUTHEAST OF NORTHEAST APPLE
 OK0525'TREE, 49.5 FEET SOUTH OF LONE HICKORY TREE IN FENCE LINE, AND 78 FEET
 OK0525'SOUTH OF EAST-AND-WEST FENCE LINE
 OK0525'PRALLELING ROAD.  TO REACH FROM JUNCTION OF
 OK0525'ROUTE M-21 AND M-47 IN OWOSSO, GO WEST 2.5 MILES ON
 OK0525'ROUTE M-21 TO FIVE-POINT
 OK0525'INTERSECTION AT WHITE SCHOOLHOUSE, TURN RIGHT ONTO ROAD LEADING
 OK0525'NORTH-NORTHWEST, CONTINUE 1.5
 OK0525'MILES TO JUNCTION WITH EAST-AND-WEST ROAD, TURN LEFT, AND
 OK0525'CONTINUE 1.25 MILES TO STATION
 OK0525'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 OK0525'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 OK0525'UPPER MARK IS FLUSH WITH SURFACE.
 OK0525'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 OK0525'CONCRETE, NOTE
 OK0525'11A.  NO. 1 PROJECTS 4 INCHES, IS IN SOUTHEAST FENCE CORNER OF
 OK0525'ORCHARD, AND 117.09 FEET FROM
 OK0525'STATION IN AZIMUTH 354 DEG. 35 MIN.  NO. 2 PROJECTS 2 INCHES, IS 1
 OK0525'FOOT SOUTH OF FENCE LINE PARALLELING
 OK0525'ROAD, 25 FEET SOUTH OF CENTER LINE OF ROAD, AND
 OK0525'164.92 FEET FROM STATION IN AZIMUTH 118 DEG. 38
 OK0525'MIN.  AZIMUTH MARK PROJECTS 10 INCHES,
 OK0525'IS 26 FEET NORTH OF CENTER LINE OF ROAD, 5 FEET WEST OF TELEPHONE
 OK0525'POLE, AND APPROXIMATELY 0.15 MILE FROM
 OK0525'STATION IN AZIMUTH 262 DEG. 05 MIN. 33 SEC.
 OK0525
 OK0525                          STATION RECOVERY (1980)
 OK0525
 OK0525'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OK0525'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND THE AZIMUTH
 OK0525'MARK WERE ALL RECOVERED IN GOOD CONDITION.
 OK0525'
 OK0525'NEW WITNESSES TO STATION HARRYMAN ARE AS FOLLOWS.  THE STATION IS
 OK0525'15.5 FEET WEST OF A NORTH AND SOUTH FENCE LINE, 92.5 FEET SOUTH OF
 OK0525'THE SOUTH EDGE OF PAVEMENT OF MASON ROAD, AND IN A FARM LANE ON THE
 OK0525'WEST SIDE OF A NORTH AND SOUTH FENCE, AND FLUSH WITH THE GROUND
 OK0525'SURFACE.  A NEW TO REACH TO THE STATION IS AS FOLLOWS.  TO REACH THE
 OK0525'STATION FROM THE JUNCTION OF STATE HIGHWAY 21 AND STATE HIGHWAY 52
 OK0525'52 IN OWOSSO, GO EAST ON STATE HIGHWAY 21 FOR 5.5 MILES TO THE
 OK0525'JUNCTION WITH BALDWIN ROAD, TURN RIGHT AND GO NORTH ON BALDWIN ROAD
 OK0525'FOR 1.0 MILES TO THE JUNCTION WITH MASON ROAD, TURN RIGHT AND GO EAST
 OK0525'ON MASON ROAD FOR 0.75 MILE TO A FARM LANE, RIGHT, ON THE WEST SIDE
 OK0525'OF A FENCE, OPPOSITE A YELLOW FARM HOUSE.  TURN RIGHT, DOWN THE FARM
 OK0525'LANE, AND GO SOUTH 92.5 FEET TO THE STATION.
 OK0525
 OK0525                          STATION RECOVERY (2001)
 OK0525
 OK0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0525
 OK0525                          STATION RECOVERY (2001)
 OK0525
 OK0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0525'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5452 ***********************************************************************
 AH5452  DESIGNATION -  HART
 AH5452  PID         -  AH5452
 AH5452  STATE/COUNTY-  MI/CHIPPEWA
 AH5452  USGS QUAD   -  LIME ISLAND (1994)
 AH5452
 AH5452                         *CURRENT SURVEY CONTROL
 AH5452  ___________________________________________________________________
 AH5452* NAD 83(1994)-  46 05 33.31255(N)    083 59 15.56473(W)     ADJUSTED  
 AH5452* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5452  ___________________________________________________________________
 AH5452  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AH5452  GEOID HEIGHT-         -36.68  (meters)                     GEOID03
 AH5452
 AH5452  HORZ ORDER  -  THIRD
 AH5452
 AH5452.The horizontal coordinates were established by classical geodetic methods
 AH5452.and adjusted by the National Geodetic Survey in November 1998..
 AH5452
 AH5452.The orthometric height was scaled from a topographic map.
 AH5452
 AH5452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5452
 AH5452.The geoid height was determined by GEOID03.
 AH5452
 AH5452;                    North         East     Units Scale Factor Converg.
 AH5452;SPC MI N     -   149,940.962 8,232,879.142   MT  0.99990847   +2 10 38.2
 AH5452;SPC MI N     -   491,932.29 27,010,758.34   iFT  0.99990847   +2 10 38.2
 AH5452;UTM  17      - 5,108,674.740   269,048.854   MT  1.00025574   -2 09 12.4
 AH5452;UTM  16      - 5,108,746.791   732,859.372   MT  1.00026663   +2 10 16.5
 AH5452
 AH5452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5452!SPC MI N     -   0.99997784  x   0.99990847  =   0.99988631
 AH5452!UTM  17      -   0.99997784  x   1.00025574  =   1.00023357
 AH5452!UTM  16      -   0.99997784  x   1.00026663  =   1.00024446
 AH5452
 AH5452                          SUPERSEDED SURVEY CONTROL
 AH5452
 AH5452.No superseded survey control is available for this station.
 AH5452
 AH5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6904908675(NAD 83)
 AH5452_MARKER: DD = SURVEY DISK
 AH5452_SETTING: 66 = SET IN ROCK OUTCROP
 AH5452_PROJECTION: FLUSH
 AH5452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5452+STABILITY: POSITION/ELEVATION WELL
 AH5452
 AH5452  HISTORY     - Date     Condition        Report By
 AH5452  HISTORY     - 1988     MONUMENTED       NOS
 AH5452
 AH5452                          STATION DESCRIPTION
 AH5452
 AH5452'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5452'THE STATION IS LOCATED ON THE NORTH TIP OF HART ISLAND ON THE ST MARYS
 AH5452'RIVER EAST OF LIME ISLAND.
 AH5452'THE ONLY WAY TO REACH THE STATION IS BY BOAT.  SEE NOAA CHART 14882.
 AH5452'THE STATION IS A STANDARD NOS DISK STAMPED---HART 1988---,SET INTO A
 AH5452'DRILL HOLE IN A ROCK LEDGE.  IT IS LOCATED 1.75 METER (5.74 FEET) SE
 AH5452'FROM THE NW EDGE OF THE ROCK LEDGE, 1.7 METER (5.58 FEET) S-SE FROM
 AH5452'THE NORTH EDGE OF THE LEDGE, AND 1.0 METER (3.28 FEET) NNW FROM THE
 AH5452'SOUTH EDGE.
 AH5452'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5452'DESCRIBED BY B A LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1036 ***********************************************************************
 RJ1036  DESIGNATION -  HARTWIG
 RJ1036  PID         -  RJ1036
 RJ1036  STATE/COUNTY-  MI/CHIPPEWA
 RJ1036  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1036
 RJ1036                         *CURRENT SURVEY CONTROL
 RJ1036  ___________________________________________________________________
 RJ1036* NAD 83(1994)-  46 28 29.04353(N)    084 18 10.47210(W)     ADJUSTED  
 RJ1036* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1036  ___________________________________________________________________
 RJ1036  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 RJ1036  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1036
 RJ1036  HORZ ORDER  -  THIRD
 RJ1036
 RJ1036.The horizontal coordinates were established by classical geodetic methods
 RJ1036.and adjusted by the National Geodetic Survey in February 1997..
 RJ1036
 RJ1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1036
 RJ1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1036
 RJ1036.The geoid height was determined by GEOID03.
 RJ1036
 RJ1036;                    North         East     Units Scale Factor Converg.
 RJ1036;SPC MI N     -   191,512.945 8,207,072.631   MT  0.99990829   +1 56 57.9
 RJ1036;SPC MI N     -   628,323.31 26,926,091.31   iFT  0.99990829   +1 56 57.9
 RJ1036;UTM  16      - 5,150,330.569   707,044.888   MT  1.00012696   +1 57 22.6
 RJ1036
 RJ1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1036!SPC MI N     -   0.99997785  x   0.99990829  =   0.99988614
 RJ1036!UTM  16      -   0.99997785  x   1.00012696  =   1.00010481
 RJ1036
 RJ1036:                Primary Azimuth Mark                     Grid Az
 RJ1036:SPC MI N     -  FRECHETTE POINT R RNG LT                 134 12 32.2
 RJ1036:UTM  16      -  FRECHETTE POINT R RNG LT                 134 12 07.5
 RJ1036
 RJ1036|---------------------------------------------------------------------|
 RJ1036| PID    Reference Object                     Distance      Geod. Az  |
 RJ1036|                                                           dddmmss.s |
 RJ1036| RJ1029 FRECHETTE POINT R RNG LT            APPROX. 1.4 KM 1360930.1 |
 RJ1036|---------------------------------------------------------------------|
 RJ1036
 RJ1036                          SUPERSEDED SURVEY CONTROL
 RJ1036
 RJ1036  NAD 83(1986)-  46 28 29.02717(N)    084 18 10.48664(W) AD(       ) 3
 RJ1036  NAD 27      -  46 28 28.95329(N)    084 18 10.35305(W) AD(       ) 3
 RJ1036  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 RJ1036
 RJ1036.Superseded values are not recommended for survey control.
 RJ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1036.See file dsdata.txt to determine how the superseded data were derived.
 RJ1036
 RJ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0704550331(NAD 83)
 RJ1036_MARKER: DD = SURVEY DISK
 RJ1036_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1036+WITH SETTING: PAVEMENT
 RJ1036_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1036+STABILITY: SURFACE MOTION
 RJ1036
 RJ1036  HISTORY     - Date     Condition        Report By
 RJ1036  HISTORY     - 1981     MONUMENTED       NOS
 RJ1036
 RJ1036                          STATION DESCRIPTION
 RJ1036
 RJ1036'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1036'THE STATION IS LOCATED IN SAULT STE MARIE ON THE SOUTHEAST SIDE
 RJ1036'OF TOWN NEAR THE LITTLE RAPIDS CUT OF THE ST MARYS RIVER.
 RJ1036'
 RJ1036'TO REACH THE STATION FROM THE JUNCTION OF ASHMUN STREET AND
 RJ1036'PORTAGE AVE. IN SAULT STE MARIE GO SOUTHEAST ON PORTAGE AVE.
 RJ1036'FOR 6.6 KILOMETERS(4.1 MILES) PAST WHERE PORTAGE AVE. TURNS
 RJ1036'INTO RIVERSIDE DRIVE, TO THE DRIVEWAY AT 2009 RIVERSIDE DRIVE.
 RJ1036'TURN LEFT INTO THE DRIVEWAY OF THE HOUSE OWNED BY A MR. HARTWIG
 RJ1036'AT THE ABOVE NUMBERED ADDRESS.
 RJ1036'THE STATION IS IN THE FRONT YARD NEAR THE SHORELINE.
 RJ1036'
 RJ1036'THE STATION IS A STANDARD NOS DISK
 RJ1036'STAMPED---HARTWIG 1981---,
 RJ1036'CEMENTED INTO A DRILL HOLE IN A CONCRETE PATIO SLAB.  THE DISK
 RJ1036'IS FLUSH WITH THE TOP OF THE CONCRETE.
 RJ1036'IT IS LOCATED
 RJ1036'13.274 METERS (30.26 FT) SOUTHEAST FROM THE NORTHEAST CORNER OF
 RJ1036'THE HOUSE,
 RJ1036'9.223 METERS (30.26 FT) EAST FROM THE SOUTHEAST CORNER OF THE
 RJ1036'HOUSE,
 RJ1036'0.30 METER (1.0 FT) SOUTHWEST FROM THE NORTHEAST EDGE OF THE SLAB,
 RJ1036'0.30 METER (1.0 FT) NORTHWEST FROM THE SOUTHEAST EDGE OF THE SLAB.
 RJ1036'
 RJ1036'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0206 ***********************************************************************
 RJ0206  DESIGNATION -  HAS
 RJ0206  PID         -  RJ0206
 RJ0206  STATE/COUNTY-  MI/CHIPPEWA
 RJ0206  USGS QUAD   -  GOETZVILLE (1976)
 RJ0206
 RJ0206                         *CURRENT SURVEY CONTROL
 RJ0206  ___________________________________________________________________
 RJ0206* NAD 83(1986)-  46 17 52.     (N)    084 04 36.     (W)     SCALED    
 RJ0206* NAVD 88     -       184.095  (meters)     603.99   (feet)  ADJUSTED  
 RJ0206  ___________________________________________________________________
 RJ0206  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0206  DYNAMIC HT  -         184.105 (meters)     604.02  (feet)  COMP
 RJ0206  MODELED GRAV-     980,661.3   (mgal)                       NAVD 88
 RJ0206
 RJ0206  VERT ORDER  -  FIRST     CLASS I
 RJ0206
 RJ0206.The horizontal coordinates were scaled from a topographic map and have
 RJ0206.an estimated accuracy of +/- 6 seconds.
 RJ0206
 RJ0206.The orthometric height was determined by differential leveling
 RJ0206.and adjusted by the National Geodetic Survey in June 1991..
 RJ0206
 RJ0206.The geoid height was determined by GEOID03.
 RJ0206
 RJ0206.The dynamic height is computed by dividing the NAVD 88
 RJ0206.geopotential number by the normal gravity value computed on the
 RJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0206.degrees latitude (g = 980.6199 gals.).
 RJ0206
 RJ0206.The modeled gravity was interpolated from observed gravity values.
 RJ0206
 RJ0206;                    North         East    Units  Estimated Accuracy
 RJ0206;SPC MI N     -   172,470.    8,225,160.      MT  (+/- 180 meters Scaled)
 RJ0206
 RJ0206                          SUPERSEDED SURVEY CONTROL
 RJ0206
 RJ0206  NGVD 29 (??/??/92)  184.078  (m)          603.93   (f) ADJ UNCH    1 1
 RJ0206
 RJ0206.Superseded values are not recommended for survey control.
 RJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0206.See file dsdata.txt to determine how the superseded data were derived.
 RJ0206
 RJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS251312(NAD 83)
 RJ0206_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0206_SETTING: 80 = SET IN A BOULDER
 RJ0206_SP_SET: BOULDER
 RJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0206+STABILITY: SURFACE MOTION
 RJ0206
 RJ0206  HISTORY     - Date     Condition        Report By
 RJ0206  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0206  HISTORY     - 1969     GOOD             USLS
 RJ0206
 RJ0206                          STATION DESCRIPTION
 RJ0206
 RJ0206'DESCRIBED BY US LAKE SURVEY 1969
 RJ0206'AT ST JOSEPH ISLAND.
 RJ0206'HAS IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0206'FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES TO INTERSECTION
 RJ0206'OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST 2.5 MILES TO
 RJ0206'INTERSECTION OF D LINE ROAD, CONTUNUE SOUTHWEST 2.5 MILES TO
 RJ0206'INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHWEST 1.2 MILES
 RJ0206'TO INTERSECTION OF HIGHWAY NO. 548, CONTINUE NORTHWEST 1.3 MILES
 RJ0206'TO INTERSECTION, TURN RIGHT, GO 1.4 MILES NORTHEAST TO
 RJ0206'T-INTERSECTION AND VICINITY OF MARK, 79 FEET SOUTHWEST OF
 RJ0206'CENTERLINE OF NORTHWEST-SOUTHEAST ROAD, 34 FEET NORTHWEST OF
 RJ0206'CENTERLINE OF SOUTHWEST BOUND ROAD, FLUSH WITH THE GROUND
 RJ0206'SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 RJ0206'DISC SET INTO A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3620 ***********************************************************************
 DH3620  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3620  DESIGNATION -  HASTING CORS ARP
 DH3620  CORS_ID     -  HAST
 DH3620  PID         -  DH3620
 DH3620  STATE/COUNTY-  MI/BARRY
 DH3620  USGS QUAD   -  DOWLING (1982)
 DH3620
 DH3620                         *CURRENT SURVEY CONTROL
 DH3620  ___________________________________________________________________
 DH3620* NAD 83(CORS)-  42 36 34.01551(N)    085 15 54.78933(W)     ADJUSTED  
 DH3620* NAVD 88     -                                                        
 DH3620  ___________________________________________________________________
 DH3620  EPOCH DATE  -        2002.00
 DH3620  X           -     388,088.110 (meters)                     COMP
 DH3620  Y           -  -4,685,575.349 (meters)                     COMP
 DH3620  Z           -   4,295,841.553 (meters)                     COMP
 DH3620  ELLIP HEIGHT-         252.36  (meters)          (06/??/05) GPS OBS
 DH3620  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DH3620
 DH3620  HORZ ORDER  -  SPECIAL (CORS)
 DH3620  ELLP ORDER  -  SPECIAL (CORS)
 DH3620
 DH3620.ITRF positions are available for this station.
 DH3620.The coordinates were established by GPS observations
 DH3620.and adjusted by the National Geodetic Survey in June 2005..
 DH3620.The coordinates are valid at the epoch date displayed above.
 DH3620.The epoch date for horizontal control is a decimal equivalence
 DH3620.of Year/Month/Day.
 DH3620
 DH3620
 DH3620.The PID for the CORS L1 Phase Center is DH3621.
 DH3620
 DH3620.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3620
 DH3620.The ellipsoidal height was determined by GPS observations
 DH3620.and is referenced to NAD 83.
 DH3620
 DH3620.The geoid height was determined by GEOID03.
 DH3620
 DH3620;                    North         East     Units Scale Factor Converg.
 DH3620;SPC MI S     -   123,627.965 3,926,276.231   MT  0.99991838   -0 36 41.4
 DH3620;SPC MI S     -   405,603.56 12,881,483.70   iFT  0.99991838   -0 36 41.4
 DH3620
 DH3620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3620!SPC MI S     -   0.99996042  x   0.99991838  =   0.99987881
 DH3620
 DH3620                          SUPERSEDED SURVEY CONTROL
 DH3620
 DH3620.No superseded survey control is available for this station.
 DH3620
 DH3620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4229318905(NAD 83)
 DH3620_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3620
 DH3620                          STATION DESCRIPTION
 DH3620
 DH3620'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3620'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3620'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3620'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3620'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3620'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3621 ***********************************************************************
 DH3621  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3621  DESIGNATION -  HASTING CORS L1 PHASE CENTER
 DH3621  CORS_ID     -  HAST
 DH3621  PID         -  DH3621
 DH3621  STATE/COUNTY-  MI/BARRY
 DH3621  USGS QUAD   -  DOWLING (1982)
 DH3621
 DH3621                         *CURRENT SURVEY CONTROL
 DH3621  ___________________________________________________________________
 DH3621* NAD 83(CORS)-  42 36 34.01559(N)    085 15 54.78927(W)     ADJUSTED  
 DH3621* NAVD 88     -                                                        
 DH3621  ___________________________________________________________________
 DH3621  EPOCH DATE  -        2002.00
 DH3621  X           -     388,088.118 (meters)                     COMP
 DH3621  Y           -  -4,685,575.428 (meters)                     COMP
 DH3621  Z           -   4,295,841.630 (meters)                     COMP
 DH3621  ELLIP HEIGHT-         252.47  (meters)          (06/??/05) GPS OBS
 DH3621  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DH3621
 DH3621  HORZ ORDER  -  SPECIAL (CORS)
 DH3621  ELLP ORDER  -  SPECIAL (CORS)
 DH3621
 DH3621.ITRF positions are available for this station.
 DH3621.The coordinates were established by GPS observations
 DH3621.and adjusted by the National Geodetic Survey in June 2005..
 DH3621.The coordinates are valid at the epoch date displayed above.
 DH3621.The epoch date for horizontal control is a decimal equivalence
 DH3621.of Year/Month/Day.
 DH3621
 DH3621
 DH3621.The PID for the CORS ARP is DH3620.
 DH3621
 DH3621.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3621
 DH3621.The ellipsoidal height was determined by GPS observations
 DH3621.and is referenced to NAD 83.
 DH3621
 DH3621.The geoid height was determined by GEOID03.
 DH3621
 DH3621;                    North         East     Units Scale Factor Converg.
 DH3621;SPC MI S     -   123,627.967 3,926,276.233   MT  0.99991838   -0 36 41.4
 DH3621;SPC MI S     -   405,603.57 12,881,483.70   iFT  0.99991838   -0 36 41.4
 DH3621
 DH3621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3621!SPC MI S     -   0.99996041  x   0.99991838  =   0.99987879
 DH3621
 DH3621                          SUPERSEDED SURVEY CONTROL
 DH3621
 DH3621.No superseded survey control is available for this station.
 DH3621
 DH3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4229318905(NAD 83)
 DH3621_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3621
 DH3621                          STATION DESCRIPTION
 DH3621
 DH3621'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3621'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3621'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3621'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3621'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3621'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1675 ***********************************************************************
 NF1675  DESIGNATION -  HASTPORT
 NF1675  PID         -  NF1675
 NF1675  STATE/COUNTY-  MI/BARRY
 NF1675  USGS QUAD   -  HASTINGS (1982)
 NF1675
 NF1675                         *CURRENT SURVEY CONTROL
 NF1675  ___________________________________________________________________
 NF1675* NAD 83(1994)-  42 39 50.64530(N)    085 20 51.61341(W)     ADJUSTED  
 NF1675* NAVD 88     -       242.8    (meters)     797.     (feet)  GPS OBS   
 NF1675  ___________________________________________________________________
 NF1675  X           -     381,009.031 (meters)                     COMP
 NF1675  Y           -  -4,682,000.905 (meters)                     COMP
 NF1675  Z           -   4,300,276.016 (meters)                     COMP
 NF1675  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 NF1675  ELLIP HEIGHT-         209.13  (meters)          (07/17/02) GPS OBS
 NF1675  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF1675
 NF1675  HORZ ORDER  -  FIRST
 NF1675  ELLP ORDER  -  FOURTH    CLASS I
 NF1675
 NF1675.This mark is at Hastings Airport (9D9)
 NF1675
 NF1675.The horizontal coordinates were established by GPS observations
 NF1675.and adjusted by the National Geodetic Survey in February 1997..
 NF1675
 NF1675.The orthometric height was determined by GPS observations and a
 NF1675.high-resolution geoid model.
 NF1675
 NF1675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1675
 NF1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1675
 NF1675.The ellipsoidal height was determined by GPS observations
 NF1675.and is referenced to NAD 83.
 NF1675
 NF1675.The geoid height was determined by GEOID03.
 NF1675
 NF1675;                    North         East     Units Scale Factor Converg.
 NF1675;SPC MI S     -   129,769.986 3,919,582.325   MT  0.99991428   -0 40 03.4
 NF1675;SPC MI S     -   425,754.55 12,859,522.06   iFT  0.99991428   -0 40 03.4
 NF1675;UTM  16      - 4,724,834.659   635,411.597   MT  0.99982559   +1 07 11.8
 NF1675
 NF1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1675!SPC MI S     -   0.99996720  x   0.99991428  =   0.99988149
 NF1675!UTM  16      -   0.99996720  x   0.99982559  =   0.99979280
 NF1675
 NF1675:                Primary Azimuth Mark                     Grid Az
 NF1675:SPC MI S     -  HASTPORT AZ MK                           123 41 05.4
 NF1675:UTM  16      -  HASTPORT AZ MK                           121 53 50.2
 NF1675
 NF1675|---------------------------------------------------------------------|
 NF1675| PID    Reference Object                     Distance      Geod. Az  |
 NF1675|                                                           dddmmss.s |
 NF1675| NF1676 HASTPORT AZ MK                      APPROX. 0.8 KM 1230102.0 |
 NF1675|---------------------------------------------------------------------|
 NF1675
 NF1675                          SUPERSEDED SURVEY CONTROL
 NF1675
 NF1675  ELLIP H (02/03/97)  209.14   (m)                       GP(       ) 4 1
 NF1675  NAD 83(1986)-  42 39 50.64444(N)    085 20 51.62868(W) AD(       ) 1
 NF1675  NAD 83(1986)-  42 39 50.64756(N)    085 20 51.62536(W) AD(       ) 3
 NF1675  NGVD 29 (03/27/91)  243.1    (m)          798.     (f) GPS OBS        
 NF1675
 NF1675.Superseded values are not recommended for survey control.
 NF1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1675.See file dsdata.txt to determine how the superseded data were derived.
 NF1675
 NF1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3541224835(NAD 83)
 NF1675_MARKER: I = METAL ROD
 NF1675_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1675_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1675_STAMPING: HASTPORT 1989
 NF1675_MARK LOGO: NGS   
 NF1675_PROJECTION: FLUSH
 NF1675_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1675+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 NF1675_ROD/PIPE-DEPTH: 18.3 meters
 NF1675_SLEEVE-DEPTH  : 3.02 meters
 NF1675
 NF1675  HISTORY     - Date     Condition        Report By
 NF1675  HISTORY     - 1989     MONUMENTED       NGS
 NF1675  HISTORY     - 19910715 GOOD             NGS
 NF1675  HISTORY     - 19951114 GOOD             MI-015
 NF1675  HISTORY     - 19961114 GOOD             MI-015
 NF1675  HISTORY     - 19970311 GOOD             USPSQD
 NF1675  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 NF1675  HISTORY     - 20060713 GOOD             NGS
 NF1675
 NF1675                          STATION DESCRIPTION
 NF1675
 NF1675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1675'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF HASTINGS,
 NF1675'AT THE HASTINGS CITY-BARRY COUNTY AIRPORT, IN THE NORTHEAST ANGLE OF
 NF1675'THE JUNCTION OF THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.
 NF1675'OWNERSHIP---CITY OF HASTINGS AND BARRY COUNTY, C/O AIRPORT MANAGER
 NF1675'JAMES COOL, 3005 AIRPORT ROAD, HASTINGS MI 49058.  PHONE IS (616)
 NF1675'945-5626.
 NF1675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 43 IN
 NF1675'HASTINGS, GO NORTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 43 TO A PAVED ROAD
 NF1675'LEFT.  TURN LEFT AND GO NORTHWESTERLY FOR 4.6 KM (2.85 MI) ON STATE
 NF1675'ROAD TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST FOR 0.6 KM
 NF1675'(0.35 MI) ON AIRPORT ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 NF1675'SOUTH, THEN WEST, THEN SOUTH, FOR 0.1 KM (0.05 MI), AROUND WEST SIDE
 NF1675'OF AIRPORT OFFICE AND HANGAR, ON THE PAVED ROAD TO THE TAXIWAY.  TURN
 NF1675'LEFT AND GO EAST THEN SOUTHEAST, FOR 0.1 KM (0.05 MI) ON THE TAXIWAY
 NF1675'AND ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO SOUTH FOR
 NF1675'0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO THE STATION LEFT JUST
 NF1675'BEFORE THE PAVED RUNWAY.
 NF1675'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1675'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 18.3 METERS IN A
 NF1675'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1675'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1675'LOCATED 28.2 M (92.5 FT) EAST FROM THE JUNCTION OF THE NORTHEAST EDGE
 NF1675'OF THE PAVED RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 25.5 M
 NF1675'(83.7 FT) SOUTH-SOUTHEAST FROM THE EASTERN MOST ONE OF FOUR SUPPORT
 NF1675'LEGS FOR AN ILLUMINATED RUNWAY 30-12 SIGN AND 16.5 M (54.1 FT)
 NF1675'NORTHEAST FROM THE NORTHEAST EDGE OF THE PAVED RUNWAY.
 NF1675'DESCRIBED BY K.L. FANCHER.
 NF1675'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1675
 NF1675                          STATION RECOVERY (1991)
 NF1675
 NF1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1675'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) NORTHWEST OF HASTINGS, AT
 NF1675'THE HASTINGS CITY-BARRY COUNTY AIRPORT, IN THE NORTHEAST ANGLE OF THE
 NF1675'JUNCTION OF THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.
 NF1675'OWNERSHIP---CITY OF HASTINGS AND BARRY COUNTY, C/O AIRPORT MANAGER
 NF1675'JAMES COOL, 3005 AIRPORT ROAD, HASTINGS, MI. 49058. PHONE (616)
 NF1675'945-5626.
 NF1675'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 43 IN
 NF1675'HASTINGS, GO NORTH FOR 0.6 KM (0.4 MI) ON HIGHWAY 43 TO A PAVED ROAD
 NF1675'LEFT.  TURN LEFT AND GO NORTHWESTERLY FOR 4.6 KM (2.9 MI) ON STATE
 NF1675'ROAD TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST FOR 0.6 KM
 NF1675'(0.4 MI) ON AIRPORT ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 NF1675'SOUTH, THEN WEST, THEN SOUTH, FOR 0.1 KM (0.1 MI) AROUND WEST SIDE OF
 NF1675'AIRPORT OFFICE AND HANGAR ON THE PAVED ROAD TO THE TAXIWAY.  TURN
 NF1675'LEFT AND GO EAST THEN SOUTHEAST, FOR 0.1 KM (0.1 MI) ON THE TAXIWAY
 NF1675'AND ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO SOUTH FOR
 NF1675'0.2 KM (0.1 MI) ON THE CONNECTING TAXIWAY TO THE STATION LEFT JUST
 NF1675'BEFORE THE PAVED RUNWAY.
 NF1675'LOCATED 28.2 M (92.5 FT) EAST FROM THE JUNCTION OF THE NORTHEAST EDGE
 NF1675'OF THE PAVED RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 25.5 M
 NF1675'(83.7 FT) SOUTH-SOUTHEAST FROM THE EASTERN MOST ONE OF FOUR SUPPORT
 NF1675'LEGS FOR AN ILLUMINATED RUNWAY 30-12 SIGN AND 16.5 M (54.1 FT)
 NF1675'NORTHEAST FROM THE NORTHEAST EDGE OF THE PAVED RUNWAY.
 NF1675
 NF1675                          STATION RECOVERY (1995)
 NF1675
 NF1675'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1675'RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) TO REACH STATION FROM THE
 NF1675'NORTHWEST CORNER OF THE COURTHOUSE IN HASTINGS, GO NORTH FOR 0.35 MI
 NF1675'(0.56 KM) TO A STATE ROAD LEFT, TURN LEFT ON STATE ROAD AND GO
 NF1675'WEST-NORTHWEST FOR 2.69 MI (4.33 KM) TO MURPHY DRIVE LEFT, TURN LEFT
 NF1675'ON MURPHY DRIVE AND GO SOUTH AND WEST FOR 0.27 MI (0.43 KM) TO THE
 NF1675'AIRPORT TERMINAL, FROM THE TERMINAL GO SOUTH THEN EAST THEN SOUTH
 NF1675'ALONG THE WEST SIDE OF A METAL STORAGE BUILDING ALONG PAVED DRIVEWAY
 NF1675'WEST OF METAL STORAGE BUILDING TO AN EAST-WEST TAXIWAY 0.09 MI, (0.14
 NF1675'KM) THEN WEST ALONG THE TAXIWAY 0.13 MI, (0.21 KM) THEN SOUTHWEST
 NF1675'TOWARD MAIN RUNWAY, TURN RIGHT JUST BEFORE RUNWAY, TRAVEL ALONG GRASS
 NF1675'PARALELL WITH RUNWAY TO STATION ON THE .
 NF1675
 NF1675                          STATION RECOVERY (1996)
 NF1675
 NF1675'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF1675'RECOVERY 1996 (BARRY COUNTY REMONUMENTATION) PREVIOUS DESCRIPTION IS
 NF1675'OBSOLETE,AIRPORT MAIN TERMINAL HAS BEEN RELOCATED AND MAIN RUNWAY
 NF1675'WIDENED.  FROM THE JUNCTION OF STATE HIGHWAYS M-37 AND M-43 IN
 NF1675'HASTINGS, GO NORTH 0.35 MILES (0.56 KM) TO STATE ROAD (IMMEDIATELY
 NF1675'NORTH OF THE THORNAPPLE RIVER BRIDGE) , TURN LEFT AND GO
 NF1675'WEST-NORTHWEST 2.69 MILES (4.33 KM) TO MURPHY DRIVE, TURN LEFT ON
 NF1675'MURPHY DRIVE AND GO SOUTH AND WEST 0.27 MILES (0.43 KM) TO THE AIRPORT
 NF1675'TERMINAL, FROM THE TERMINAL GO SOUTHEAST THEN SOUTH ALONG THE WEST
 NF1675'SIDE OF A METAL STORAGE BUILDING ON PAVED DRIVEWAY TO AN EAST-WEST
 NF1675'TAXIWAY 0.09 MILES, (0.14 KM) TURN RIGHT THEN GO WEST-SOUTHWEST ALONG
 NF1675'THE TAXIWAY 0.15MILESCROSSING ANOTHER PAVED TAXIWAY TO THE NORTHERN
 NF1675'EDGE OF A PAVED RUNWAY, THEN RIGHT PARALELL WITH MAIN PAVED RUNWAY
 NF1675'NORTHWEST 0.23 MILES (0.37 KM) TO STATION ON RIGHT. LOCATED 72 FEET
 NF1675'(21.9 M) NORTHEAST FROM THE JUNCTION OF THE NORTHEAST EDGE OF THE
 NF1675'PAVED RUNWAY AND THE NORTHEAST EDGE OF A CONNECTING PAVED TAXIWAY,
 NF1675'83.7 FEET (25.5 M) SOUTH-SOUTHEAST FROM THE EASTERNMOST OF ONE OF FOUR
 NF1675'SUPPORT LEGS FOR AN ILLUMINATED RUNWAY 30-12 SIGN AND 54.1 FEET (16.5
 NF1675'M) NORTHEAST FROM THE NORTHEAST EDGE OF THE PAVED RUNWAY, 44 FEET
 NF1675'(13.4 M) NORTH-NORTHEAST FROM AN ILLUMINATED SIGN C (WITH ARROW
 NF1675'POINTING RIGHT.  THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A
 NF1675'DEPTH OF 18.3 METERS (60.0 FT) .
 NF1675
 NF1675                          STATION RECOVERY (1997)
 NF1675
 NF1675'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1675'RECOVERED IN GOOD CONDITION.
 NF1675
 NF1675                          STATION RECOVERY (2005)
 NF1675
 NF1675'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF1675'REPORTED AS BEING RELOCATED BY AIRPORT MANAGER.
 NF1675
 NF1675                          STATION RECOVERY (2006)
 NF1675
 NF1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JDR)
 NF1675'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1676 ***********************************************************************
 NF1676  DESIGNATION -  HASTPORT AZ MK
 NF1676  PID         -  NF1676
 NF1676  STATE/COUNTY-  MI/BARRY
 NF1676  USGS QUAD   -  HASTINGS (1982)
 NF1676
 NF1676                         *CURRENT SURVEY CONTROL
 NF1676  ___________________________________________________________________
 NF1676* NAD 83(1994)-  42 39 36.90845(N)    085 20 22.97438(W)     ADJUSTED  
 NF1676* NAVD 88     -       241.7    (meters)     793.     (feet)  GPS OBS   
 NF1676  ___________________________________________________________________
 NF1676  X           -     381,682.379 (meters)                     COMP
 NF1676  Y           -  -4,682,233.473 (meters)                     COMP
 NF1676  Z           -   4,299,963.560 (meters)                     COMP
 NF1676  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 NF1676  ELLIP HEIGHT-         208.04  (meters)          (07/17/02) GPS OBS
 NF1676  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NF1676
 NF1676  HORZ ORDER  -  FIRST
 NF1676  ELLP ORDER  -  FOURTH    CLASS I
 NF1676
 NF1676.This mark is at Hastings Airport (9D9)
 NF1676
 NF1676.The horizontal coordinates were established by GPS observations
 NF1676.and adjusted by the National Geodetic Survey in February 1997..
 NF1676
 NF1676.The orthometric height was determined by GPS observations and a
 NF1676.high-resolution geoid model.
 NF1676
 NF1676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1676
 NF1676.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1676
 NF1676.The ellipsoidal height was determined by GPS observations
 NF1676.and is referenced to NAD 83.
 NF1676
 NF1676.The geoid height was determined by GEOID03.
 NF1676
 NF1676;                    North         East     Units Scale Factor Converg.
 NF1676;SPC MI S     -   129,338.601 3,920,229.531   MT  0.99991453   -0 39 43.9
 NF1676;SPC MI S     -   424,339.24 12,861,645.44   iFT  0.99991453   -0 39 43.9
 NF1676;UTM  16      - 4,724,423.708   636,071.886   MT  0.99982780   +1 07 30.9
 NF1676
 NF1676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1676!SPC MI S     -   0.99996737  x   0.99991453  =   0.99988191
 NF1676!UTM  16      -   0.99996737  x   0.99982780  =   0.99979518
 NF1676
 NF1676:                Primary Azimuth Mark                     Grid Az
 NF1676:SPC MI S     -  HASTPORT                                 303 41 05.3
 NF1676:UTM  16      -  HASTPORT                                 301 53 50.5
 NF1676
 NF1676|---------------------------------------------------------------------|
 NF1676| PID    Reference Object                     Distance      Geod. Az  |
 NF1676|                                                           dddmmss.s |
 NF1676| NF1675 HASTPORT                            APPROX. 0.8 KM 3030121.4 |
 NF1676|---------------------------------------------------------------------|
 NF1676
 NF1676                          SUPERSEDED SURVEY CONTROL
 NF1676
 NF1676  NAD 83(1986)-  42 39 36.90753(N)    085 20 22.98954(W) AD(       ) 1
 NF1676  NAD 83(1986)-  42 39 36.91064(N)    085 20 22.98622(W) AD(       ) 3
 NF1676  NGVD 29 (03/27/91)  242.0    (m)          794.     (f) GPS OBS        
 NF1676
 NF1676.Superseded values are not recommended for survey control.
 NF1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1676.See file dsdata.txt to determine how the superseded data were derived.
 NF1676
 NF1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3607224424(NAD 83)
 NF1676_MARKER: I = METAL ROD
 NF1676_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1676_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1676_STAMPING: HASTPORT AZ MK 1989
 NF1676_MARK LOGO: NGS   
 NF1676_PROJECTION: FLUSH
 NF1676_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1676+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 NF1676_ROD/PIPE-DEPTH: 28.0 meters
 NF1676_SLEEVE-DEPTH  : 3.02 meters
 NF1676
 NF1676  HISTORY     - Date     Condition        Report By
 NF1676  HISTORY     - 1989     MONUMENTED       NGS
 NF1676  HISTORY     - 19951114 GOOD             MI-015
 NF1676  HISTORY     - 19961114 GOOD             MI-015
 NF1676  HISTORY     - 19970311 GOOD             USPSQD
 NF1676  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 NF1676  HISTORY     - 20060713 GOOD             NGS
 NF1676
 NF1676                          STATION DESCRIPTION
 NF1676
 NF1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1676'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHWEST OF HASTINGS,
 NF1676'AT THE HASTINGS CITY-BARRY COUNTY AIRPORT, ALONG THE NORTHEAST EDGE
 NF1676'AND NEAR THE SOUTHEAST END OF THE PAVED RUNWAY.  OWNERSHIP---CITY OF
 NF1676'HASTINGS AND BARRY COUNTY, C/O AIRPORT MANAGER JAMES COOL, 3005
 NF1676'AIRPORT ROAD, HASTINGS MI 49058.  PHONE IS (616) 945-5626.
 NF1676'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 37 AND 43 IN
 NF1676'HASTINGS, GO NORTH FOR 0.6 KM (0.35 MI) ON HIGHWAY 43 TO A PAVED ROAD
 NF1676'LEFT.  TURN LEFT AND GO NORTHWESTERLY FOR 4.6 KM (2.85 MI) ON STATE
 NF1676'ROAD TO A PAVED CROSSROAD.  TURN LEFT AND GO WEST FOR 0.6 KM
 NF1676'(0.35 MI) ON AIRPORT ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 NF1676'SOUTH, THEN WEST, THEN SOUTH, FOR 0.1 KM (0.05 MI), PASSING AROUND
 NF1676'WEST SIDE OF AIRPORT OFFICE IN A HANGAR, ON THE PAVED ROAD TO A
 NF1676'TAXIWAY.  TURN LEFT AND GO EAST, THEN SOUTHEAST, FOR 0.1 KM (0.05 MI)
 NF1676'ON THE TAXIWAY AND ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT
 NF1676'AND GO SOUTH FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO THE
 NF1676'PAVED RUNWAY.  TURN LEFT AND GO SOUTHEAST FOR 0.8 KM (0.50 MI) ON THE
 NF1676'RUNWAY TO THE STATION LEFT JUST BEFORE THE END OF THE RUNWAY.
 NF1676'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1676'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 NF1676'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1676'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1676'LOCATED 17.5 M (57.4 FT) WEST FROM THE NORTHWEST END OF THE TOP CENTER
 NF1676'OF A 0.4 METER ROUND CORRUGATED METAL DRAIN PIPE UNDER A TURN-AROUND,
 NF1676'17.3 M (56.8 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A CURVING
 NF1676'TURN-AROUND, 11.9 M (39.0 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 NF1676'PAVED RUNWAY AND 6.6 M (21.7 FT) SOUTHEAST FROM A CARSONITE WITNESS
 NF1676'POST.
 NF1676'DESCRIBED BY K.L. FANCHER.
 NF1676'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1676
 NF1676                          STATION RECOVERY (1995)
 NF1676
 NF1676'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1676'RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) FROM THE JUNCTION OF
 NF1676'STATE HIGHWAYS M-37 AND M-43 IN HASTINGS GO NORTH 0.35 MILES (0.56 KM)
 NF1676'TO STATE ROAD (IMMEDIATELY NORTH OF THE THORNAPPLE RIVER BRIDGE) ,
 NF1676'TURN LEFT AND GO WNW 2.69 MI (4.33 KM) TO MURPHY DRIVE, TURN LEFT ON
 NF1676'MURPHY DRIVE AND GO SOUTH AND WEST 0.27 MI (0.43 KM) TO THE AIRPORT
 NF1676'TERMINAL, FROM THE TERMINAL GO SOUTHEAST THEN SOUTH ALONG THE WEST
 NF1676'SIDE OF A METAL STORAGE BUILDING ON PAVED DRIVEWAY TO AN EAST-WEST
 NF1676'TAXIWAY 0.09 MI, (0.14 KM) THEN WEST ALONG THE TAXIWAY 0.13 MI, (0.21
 NF1676'KM) THEN LEFT ON PARALLEL TAXIWAY TRAVEL SOUTHEAST PARALLEL WITH MAIN
 NF1676'RUNWAY 0.25 MI (0.40 KM) TO STATION ON RIGHT. STATION IS 39 FT (11.9
 NF1676'M) NORTHEAST OF THE NORTHEAST EDGE OF A BITUMINOUS RUNWAY, 23.25 FT
 NF1676'(7.09 M) NORTH OF THE NORTHERNMOST LEG OF AN ILLUMINATED ARROW LEFT
 NF1676'(EAST) SIGN, 96.8 FT (29.5 M) NORTHWEST OF A RUNWAY LIGHT, 22 FT (6.7
 NF1676'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 NF1676
 NF1676                          STATION RECOVERY (1996)
 NF1676
 NF1676'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF1676'RECOVERY 1996 (BARRY COUNTY REMONUMENTATION) PREVIOUS DESCRIPTION IS
 NF1676'OBSOLETE, AIRPORT TERMINAL HAS BEEN RELOCATED AND MAIN RUNWAY WIDENED.
 NF1676'FROM THE JUNCTION OF STATE HIGHWAYS M-37 AND M-43 IN HASTINGS GO NORTH
 NF1676'0.35 MILES (0.56 KM) TO STATE ROAD (IMMEDIATELY NORTH OF THE
 NF1676'THORNAPPLE RIVER BRIDGE) , TURN LEFT AND GO WNW 2.69 MI (4.33 KM) TO
 NF1676'MURPHY DRIVE, TURN LEFT ON MURPHY DRIVE AND GO SOUTH AND WEST 0.27 MI
 NF1676'(0.43 KM) TO THE AIRPORT TERMINAL, FROM THE TERMINAL GO SOUTHEAST THEN
 NF1676'SOUTH ALONG THE WEST SIDE OF A METAL STORAGE BUILDING ON PAVED
 NF1676'DRIVEWAY TO AN EAST-WEST TAXIWAY 0.09 MI, (0.14 KM) THEN WEST ALONG
 NF1676'THE TAXIWAY 0.13 MI, (0.21 KM) THEN LEFT ON PARALLEL TAXIWAY TRAVEL
 NF1676'SOUTHEAST PARALLEL WITH MAIN RUNWAY 0.25 MI (0.40 KM) TO STATION ON
 NF1676'RIGHT. STATION IS 39 FT (11.9 M) NORTHEAST OF THE NORTHEAST EDGE OF A
 NF1676'BITUMINOUS RUNWAY, 23.25 FT (7.09 M) NORTH OF THE NORTHERNMOST LEG OF
 NF1676'AN ILLUMINATED ARROW LEFT (EAST) SIGN, 96.8 FT (29.5 M) NORTHWEST OF A
 NF1676'RUNWAY LIGHT, 22 FT (6.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, 56
 NF1676'FT (17.1 M) WEST-NORTHWEST OF THE NORTHWEST EDGE OF A PAVED TAXIWAY.
 NF1676
 NF1676                          STATION RECOVERY (1997)
 NF1676
 NF1676'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1676'RECOVERED IN GOOD CONDITION.
 NF1676
 NF1676                          STATION RECOVERY (2005)
 NF1676
 NF1676'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF1676'REPORTED AS BEING RELOCATED BY AIRPORT MANAGER.
 NF1676
 NF1676                          STATION RECOVERY (2006)
 NF1676
 NF1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (JDR)
 NF1676'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1373 ***********************************************************************
 NF1373  DESIGNATION -  HATT
 NF1373  PID         -  NF1373
 NF1373  STATE/COUNTY-  MI/JACKSON
 NF1373  USGS QUAD   -  JACKSON SOUTH (1976)
 NF1373
 NF1373                         *CURRENT SURVEY CONTROL
 NF1373  ___________________________________________________________________
 NF1373* NAD 83(1994)-  42 09 21.58944(N)    084 23 38.51413(W)     ADJUSTED  
 NF1373* NAVD 88     -       356.     (meters)    1168.     (feet)  SCALED    
 NF1373  ___________________________________________________________________
 NF1373  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 NF1373  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NF1373
 NF1373  HORZ ORDER  -  FIRST
 NF1373
 NF1373.The horizontal coordinates were established by classical geodetic methods
 NF1373.and adjusted by the National Geodetic Survey in February 1997..
 NF1373
 NF1373.The orthometric height was scaled from a topographic map.
 NF1373
 NF1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1373
 NF1373.The geoid height was determined by GEOID03.
 NF1373
 NF1373;                    North         East     Units Scale Factor Converg.
 NF1373;SPC MI S     -    72,867.816 3,997,738.361   MT  0.99998721   -0 01 07.0
 NF1373;SPC MI S     -   239,067.64 13,115,939.50   iFT  0.99998721   -0 01 07.0
 NF1373;UTM  16      - 4,670,383.931   715,299.658   MT  1.00017039   +1 44 58.8
 NF1373
 NF1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1373!SPC MI S     -   0.99994955  x   0.99998721  =   0.99993677
 NF1373!UTM  16      -   0.99994955  x   1.00017039  =   1.00011994
 NF1373
 NF1373:                Primary Azimuth Mark                     Grid Az
 NF1373:SPC MI S     -  JACKSON LEFERE TALL CONC STK             000 25 28.3
 NF1373:UTM  16      -  JACKSON LEFERE TALL CONC STK             358 39 22.5
 NF1373
 NF1373|---------------------------------------------------------------------|
 NF1373| PID    Reference Object                     Distance      Geod. Az  |
 NF1373|                                                           dddmmss.s |
 NF1373| NF1374 JACKSON LEFERE TALL CONC STK        APPROX. 9.5 KM 0002421.3 |
 NF1373| NF1375 NEAR NYC RR BRICK STACK             APPROX. 9.3 KM 0063043.8 |
 NF1373| NF1371 JACKSON HAYES WHEEL CO STACK        APPROX.10.4 KM 0085600.2 |
 NF1373| NF1367 AIRWAY BEACON NO 20                 APPROX.17.4 KM 0514937.9 |
 NF1373| NF1764 HATT RM 1                            12.874 METERS 21149     |
 NF1373| NF1765 HATT RM 2                            17.104 METERS 29256     |
 NF1373| NF1381 JACKSON REYNOLDS FIELD APT BCN      APPROX.12.3 KM 3335038.9 |
 NF1373| NF1379 JACKSON MACKLING GRINDING TANK      APPROX.11.3 KM 3403003.3 |
 NF1373| NF1382 JACKSON AUTO F AND B CO TANK        APPROX.11.3 KM 3442615.6 |
 NF1373| NF1377 JACKSON CITY BANK AND TRUST FP      APPROX.10.2 KM 3532452.0 |
 NF1373| NF1376 JACKSON                             APPROX.10.2 KM 3540804.7 |
 NF1373| NF1380 JACKSON OLD ST PRISON FLAGPOLE      APPROX.11.3 KM 3545532.2 |
 NF1373|---------------------------------------------------------------------|
 NF1373
 NF1373                          SUPERSEDED SURVEY CONTROL
 NF1373
 NF1373  NAD 83(1986)-  42 09 21.58960(N)    084 23 38.53185(W) AD(       ) 1
 NF1373  NAD 27      -  42 09 21.45559(N)    084 23 38.70745(W) AD(       ) 1
 NF1373
 NF1373.Superseded values are not recommended for survey control.
 NF1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1373.See file dsdata.txt to determine how the superseded data were derived.
 NF1373
 NF1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1530070384(NAD 83)
 NF1373_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1373_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NF1373_SP_SET: PREFAB CONC. POST IN EARTH
 NF1373_STAMPING: HATT 1932
 NF1373_MARK LOGO: CGS   
 NF1373_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1373+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 NF1373
 NF1373  HISTORY     - Date     Condition        Report By
 NF1373  HISTORY     - 1932     MONUMENTED       CGS
 NF1373  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1373  HISTORY     - 1977     GOOD             NGS
 NF1373  HISTORY     - 1980     GOOD             MIDH
 NF1373  HISTORY     - 19840828 GOOD             NGS
 NF1373  HISTORY     - 20010530 GOOD             ADVANC
 NF1373
 NF1373                          STATION DESCRIPTION
 NF1373
 NF1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1373'ABOUT 6 MILES SOUTH OF
 NF1373'JACKSON, ABOUT 3
 NF1373'MILES SOUTH OF HAGUE PARK, ABOUT 7.5 MILES WEST AND 0.5 MILE
 NF1373'SOUTH OF NAPOLEON, ON HIGHEST POINT
 NF1373'OF PROMINENT HILL ON PROPERTY OF M. HATT,
 NF1373'AND ABOUT 300 FEET WEST OF PROMINENT ROCK TOWER WHICH
 NF1373'IS ABOUT 50 FEET HIGH.  TO
 NF1373'REACH FROM CENTER OF JACKSON GO WEST ABOUT 1 MILE ON U. S. ROUTE 12
 NF1373'TO JUNCTION WITH U. S. ROUTE
 NF1373'127, TURN LEFT ONTO U. S. ROUTE 127, CONTINUE 2.4 MILES TO POINT
 NF1373'IN PARK WHERE U. S. ROUTE 127
 NF1373'SWINGS LEFT AND COUNTY ROUTE 503 CONTINUES AHEAD,
 NF1373'CONTINUE 4.7 MILES ON ROUTE 503 TO SIGN COPLINS
 NF1373'FIRST HOUSE (MR. HATT LIVES
 NF1373'IN FIRST HOUSE TO SOUTH ON RIGHT-HAND SIDE OF ROAD), AND CONTINUE
 NF1373'ABOUT 0.7 MILE NORTHEAST OF
 NF1373'FARMHOUSE ON OLD ROAD ACROSS FIELDS TO STATION SITE.  HILL IS HEAVILY
 NF1373'WOODED AND QUITE STEEP, AND CAN
 NF1373'NOT BE REACHED BY TRUCK.  SURFACE AND UNDERGROUND
 NF1373'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 NF1373'NOTES 1A AND 7A.
 NF1373'UPPER MARK PROJECTS 4 INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE
 NF1373'DISKS IN CONCRETE, NOTE
 NF1373'11A.  NO. 1 PROJECTS 5 INCHES, AND IS 43.35 FEET FROM STATION IN
 NF1373'AZIMUTH 31 DEG 49 MIN.  NO. 2
 NF1373'PROJECTS 4 INCHES, IS 10 FEET NORTH OF ROAD, AND 57.15 FEET
 NF1373'FROM STATION IN AZIMUTH 112 DEG 57 MIN.
 NF1373'FLAGPOLE ON STONE TOWER IS APPROXIMATELY 300
 NF1373'FEET FROM STATION IN AZIMUTH 263 DEG 25 MIN.
 NF1373
 NF1373                          STATION RECOVERY (1977)
 NF1373
 NF1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NF1373'STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK FOUND IN GOOD
 NF1373'CONDITION.  THE DISTANCE TO REFERENCE MARK 1 WAS SHORTER BY 0.7
 NF1373'FOOT.  THE DISTANCE TO REFERENCE MARK 2 WAS SHORTER BY 0.77 FOOT.
 NF1373'(THESE ARE HORIZONTAL MEASUREMENTS).  REFERENCE MARK 1 TO 2 COULD
 NF1373'NOT BE MEASURED AS TOO MANY TREES ON LINE.
 NF1373'
 NF1373'DUE TO MANY CHANGES IN ROADS AND PROPERTY OWNERS A COMPLETE AND NEW
 NF1373'DESCRIPTION FOLLOWS--
 NF1373'
 NF1373'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF JACKSON, ON A HIGH AND
 NF1373'PROMINENT HILL, COVERED WITH TALL TREES AND NEAR THE HIGHEST POINT
 NF1373'OF THE HILL.  IT IS ABOUT 300 FEET WEST OF A ROCK TOWER AND HOUSE
 NF1373'AND IS ON PROPERTY OWNED BY LUCERNE DIXON. 12 FEET SOUTH OF A 3-INCH
 NF1373'TREE WITH A METAL WITNESS SIGN ATTACHED.  THE MONUMENT PROJECTS 2
 NF1373'INCHES AND THE DISK STAMPED HATT 1932.
 NF1373'
 NF1373'TO REACH THE STATION FROM THE SUMMIT TOWNSHIP FIRE DEPARTMENT AT THE
 NF1373'SOUTH EDGE OF JACKSON, GO EAST ON MCDEVITT AVENUE FOR 0.4 MILE TO A
 NF1373'SIDE ROAD RIGHT AT A STOP LIGHT.  TURN RIGHT AND GO SOUTH ON HAGUE
 NF1373'AVENUE FOR 2.6 MILES TO A CROSSROAD. (THE AZIMUTH MARK IS IN THE
 NF1373'SOUTHEAST ANGLE) AND SIGN JACKSON COLLEGE ON THE RIGHT).  TURN
 NF1373'LEFT, GO EAST ON KIMMEL ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT.
 NF1373'TURN RIGHT AND GO SOUTH ON DRAPER ROAD FOR 0.4 MILE TO A GRAVELED
 NF1373'DRIVEWAY ON THE RIGHT.  TURN RIGHT PASS BETWEEN STONE POSTS AND GO
 NF1373'UPHILL IN A WESTERLY DIRECTION FOR 0.35 MILE TO A LARGE ROCK
 NF1373'TOWER AND ROCK HOUSE.  FROM HERE PACK WEST UP THE HILL TO THE
 NF1373'HIGHEST PART OF HILL AND STATION SITE.
 NF1373'
 NF1373'REFERENCE MARK 1 IS SOUTHWEST OF THE STATION, ABOUT 6 FEET LOWER IN
 NF1373'ELEVATION THAN THE STATION.  IT IS 3 FEET SOUTHWEST OF A 4 INCH TREE
 NF1373'WITH A SURVEY WITNESS SIGN ATTACHED.  THE MONUMENT PROJECTS 4
 NF1373'INCHES AND THE DISK STAMPED HATT NO 1 1932.
 NF1373'
 NF1373'REFERENCE MARK 2 IS NORTHWEST OF THE STATION, ABOUT 6 FEET LOWER IN
 NF1373'ELEVATION THAN THE STATION.  IT IS 3 FEET SOUTHEAST OF A 6 INCH OAK
 NF1373'TREE WITH A SURVEY WITNESS SIGN ATTACHED.
 NF1373'
 NF1373'THE AZIMUTH MARK IS 33.5 FEET EAST OF THE CENTERLINE OF HAGUE AVENUE,
 NF1373'23 FEET SOUTH OF THE CENTERLINE OF KIMMEL ROAD, 12.6 FEET NORTH OF A
 NF1373'36 INCH OAK TREE AN IN THE SOUTHEAST ANGLE OF KIMMEL ROAD AND HAGUE
 NF1373'AVENUE.
 NF1373'
 NF1373'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES SOUTH
 NF1373'OF JACKSON.
 NF1373'
 NF1373'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NF1373
 NF1373                          STATION RECOVERY (1980)
 NF1373
 NF1373'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LLC)
 NF1373'THE STATION, RM 1 AND 2, AND THE AZIMUTH MARK WERE FOUND IN GOOD
 NF1373'CONDITION.  THE 1977 DESCRIPTION IS ADEQUATE.
 NF1373'
 NF1373'DID NOT USE FOR CONTROL IN INERTIAL SURVEY BECAUSE PROPERTY OWNER
 NF1373'PROPERTY OWNER WOULD NOT ALLOW ACCESS TO STATION.
 NF1373
 NF1373                          STATION RECOVERY (1984)
 NF1373
 NF1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 NF1373'STATION IS LOCATED IN QUAD. 420842, ABOUT 9.65 KM (6.00 MI) SOUTH OF
 NF1373'JACKSON, ON A HIGH PROMINENT HILL COVERED WITH TALL TREES AND NEAR
 NF1373'THE HIGHEST POINT OF THE HILL.  IT IS ABOUT 300 FEET WEST FROM A ROCK
 NF1373'TOWER AND HOUSE AND IS ON PROPERTY OWNED BY MR. A. KLENK, WHO LIVES
 NF1373'IN THE STONE HOUSE AT THE STATION SITE, MAILING ADDRESS IS 7300
 NF1373'DRAPER ROAD, JACKSON, MICHIGAN.  PHONE NUMBER (517) 788-8010.
 NF1373'TO REACH FROM THE SUMMIT TOWNSHIP FIRE DEPARTMENT AT THE SOUTH EDGE OF
 NF1373'JACKSON, GO EAST ON MCDEVITT AVENUE FOR 0.64 KM (0.40 MI) TO A SIDE
 NF1373'ROAD RIGHT AT A STOP LIGHT.  TURN RIGHT AND GO SOUTH ON HAGUE AVENUE
 NF1373'FOR 4.18 KM (2.60 MI) TO A CROSSROAD.  THE AZIMUTH MARK IS IN THE
 NF1373'SOUTHEAST ANGLE OF THIS INTERSECTION AND A SIGN JACKSON COLLEGE IS ON
 NF1373'THE RIGHT.  TURN LEFT, GO EAST ON KIMMEL ROAD FOR 0.8 KM (0.5 MI) TO
 NF1373'A SIDE ROAD RIGHT.  TURN RIGHT AND SOUTH ON DRAPER ROAD FOR 0.64 KM
 NF1373'(0.40 MI) TO A GRAVELED DRIVEWAY ON THE RIGHT.  TURN RIGHT PASS
 NF1373'BETWEEN STONE POSTS AND GO UPHILL IN A WESTERLY DIRECTION FOR 0.56 KM
 NF1373'(0.35 MI) TO A LARGE STONE HOUSE WITH A ROCK TOWER.  FROM HERE PACK
 NF1373'WEST UP THE HILL TO THE HIGHEST PART OF HILL AND THE STATION SITE.
 NF1373'STATION PROJECTS ABOUT 3 INCHES.  IT IS 3.66 M (12.01 FT) SOUTH FROM A
 NF1373'3 INCH TREE WITH A METAL WITNESS SIGN ATTACHED.
 NF1373'AN EXCESSIVE AMOUNT OF CLEARING IS NEEDED TO SEE BETWEEN THE STATION
 NF1373'AND THE AZIMUTH MARK.
 NF1373'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NF1373
 NF1373                          STATION RECOVERY (2001)
 NF1373
 NF1373'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF1373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1530 ***********************************************************************
 NE1530  DESIGNATION -  HAVEN
 NE1530  PID         -  NE1530
 NE1530  STATE/COUNTY-  MI/OAKLAND
 NE1530  USGS QUAD   -  HIGHLAND (1983)
 NE1530
 NE1530                         *CURRENT SURVEY CONTROL
 NE1530  ___________________________________________________________________
 NE1530* NAD 83(1994)-  42 38 28.85451(N)    083 33 49.03594(W)     ADJUSTED  
 NE1530* NAVD 88     -       346.     (meters)    1135.     (feet)  SCALED    
 NE1530  ___________________________________________________________________
 NE1530  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 NE1530  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NE1530
 NE1530  HORZ ORDER  -  FIRST
 NE1530
 NE1530.The horizontal coordinates were established by classical geodetic methods
 NE1530.and adjusted by the National Geodetic Survey in February 1997..
 NE1530
 NE1530.The orthometric height was scaled from a topographic map.
 NE1530
 NE1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1530
 NE1530.The geoid height was determined by GEOID03.
 NE1530
 NE1530;                    North         East     Units Scale Factor Converg.
 NE1530;SPC MI S     -   127,091.918 4,065,854.136   MT  0.99991588   +0 32 47.4
 NE1530;SPC MI S     -   416,968.23 13,339,416.46   iFT  0.99991588   +0 32 47.4
 NE1530;UTM  17      - 4,724,174.665   289,826.367   MT  1.00014349   -1 44 14.1
 NE1530
 NE1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1530!SPC MI S     -   0.99995104  x   0.99991588  =   0.99986692
 NE1530!UTM  17      -   0.99995104  x   1.00014349  =   1.00009452
 NE1530
 NE1530:                Primary Azimuth Mark                     Grid Az
 NE1530:SPC MI S     -  BONAR                                    094 21 43.7
 NE1530:UTM  17      -  BONAR                                    096 38 45.2
 NE1530
 NE1530|---------------------------------------------------------------------|
 NE1530| PID    Reference Object                     Distance      Geod. Az  |
 NE1530|                                                           dddmmss.s |
 NE1530| NE1288 BONAR                               APPROX. 9.2 KM 0945431.1 |
 NE1530| NE1282 WEST ACRES WATER TANK               APPROX.12.3 KM 1160202.4 |
 NE1530| CH0285 HAVEN RM 1                           16.200 METERS 13910     |
 NE1530| NE1533 ATT RADIO STATION KQE 91 TOWER      APPROX.14.3 KM 2284847.8 |
 NE1530| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.12.3 KM 2295346.5 |
 NE1530| CH0286 HAVEN RM 2                           18.530 METERS 29258     |
 NE1530|---------------------------------------------------------------------|
 NE1530
 NE1530                          SUPERSEDED SURVEY CONTROL
 NE1530
 NE1530  NAD 83(1986)-  42 38 28.85700(N)    083 33 49.06400(W) AD(       ) 1
 NE1530  NAD 27      -  42 38 28.75000(N)    083 33 49.27600(W) AD(       ) 1
 NE1530
 NE1530.Superseded values are not recommended for survey control.
 NE1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1530.See file dsdata.txt to determine how the superseded data were derived.
 NE1530
 NE1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8982624175(NAD 83)
 NE1530_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1530+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2002
 NE1530
 NE1530  HISTORY     - Date     Condition        Report By
 NE1530  HISTORY     - 1943     MONUMENTED       CGS
 NE1530  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1530  HISTORY     - 1980     GOOD             MIDH
 NE1530  HISTORY     - 20020504 GOOD             USPSQD
 NE1530
 NE1530                          STATION DESCRIPTION
 NE1530
 NE1530'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1530'STATION IS LOCATED
 NE1530'ON THE SUMMER
 NE1530'ESTATE OF EDSEL FORD, KNOWN AS HAVEN HILL.  THE
 NE1530'MARK IS SET ON A GRASSY KNOLL,
 NE1530'76 FEET NW OF THE NW CORNER OF THE
 NE1530'CABIN, AND 14.5 FEET W OF A POST WITH A BIRD
 NE1530'HOUSE AT THE TOP.
 NE1530'THE DISK IS STAMPED HAVEN 1943.
 NE1530'
 NE1530'SURFACE, UNDERGROUND, AND REFERENCE MARK 2 ARE BRONZE DISKS
 NE1530'SET IN CONCRETE AS
 NE1530'DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1530'
 NE1530'REFERENCE MARK 1 IS 53.18 FEET ESE OF THE STATION.  THE MARK
 NE1530'IS SET IN A DRILL
 NE1530'HOLE IN BEDROCK.  THE ROCK IS FLUSH WITH THE
 NE1530'SURFACE OF THE GROUND.  THE MARK IS
 NE1530'28.5 FEET N OF THE NW CORNER
 NE1530'OF THE CABIN.  STAMPED HAVEN NO 1 1943.
 NE1530'
 NE1530'REFERENCE MARK 2 IS 61.02 FEET (SLOPE) W OF THE STATION ON
 NE1530'THE W SLOPE OF THE
 NE1530'KNOLL.  IT IS ABOUT 12 FEET LOWER THAN THE
 NE1530'STATION MARK.  STAMPED HAVEN NO 2
 NE1530'1943.
 NE1530'
 NE1530'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
 NE1530'
 NE1530'TO REACH THE STATION FROM THE JUNCTION OF MILFORD AND COMMERCE
 NE1530'ROADS AT THE
 NE1530'TRAFFIC LIGHT IN MILFORD, GO N ON MILFORD ROAD
 NE1530'FOR 3.8 MILES TO THE JUNCTION
 NE1530'OF STATE HIGHWAY 59, TURN RIGHT AND
 NE1530'FOLLOW ROUTE 59 FOR 4.0 MILES TO A GRAVELED ROAD
 NE1530'RIGHT AT A SIGN
 NE1530'HAVEN HILL.  TURN RIGHT FOR 0.3 MILE TO A DRIVEWAY ON THE RIGHT.
 NE1530'TURN RIGHT FOR
 NE1530'0.05 MILE TO A WHITE GATE AND THE CARETAKERS
 NE1530'(MR. LAVENDER) HOME ON THE RIGHT.
 NE1530'PERMISSION MUST BE OBTAINED TO
 NE1530'ENTER THE ESTATE.  THEN PASS THROUGH THE GATE AND
 NE1530'FOLLOW A WINDING
 NE1530'ROAD FOR 1.8 MILES TO A FORK, TAKE THE RIGHT FORK AND GO 0.35
 NE1530'MILE TO A HIGH
 NE1530'FENCE AND GATE, PASS THROUGH THE GATE AND CONTINUE
 NE1530'UPHILL FOR 0.4 MILE TO A SMALL
 NE1530'TRAFFIC CIRCLE AND END OF TRUCK
 NE1530'TRAVEL.  FROM THIS POINT THE STATION IS ABOUT 250
 NE1530'YARDS W AT THE
 NE1530'HIGHEST GROUND IN REAR OF THE CABIN.
 NE1530'
 NE1530'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 NE1530
 NE1530                          STATION RECOVERY (1957)
 NE1530
 NE1530'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1530'THE STATION MARK AND REFERENCE MARKS 1
 NE1530'AND 2 WERE
 NE1530'RECOVERED AND FOUND IN GOOD CONDITION.  THE POST WITH
 NE1530'THE BIRDHOUSE IS NO LONGER
 NE1530'THERE, WHICH WAS USED AS A REFERENCE
 NE1530'POINT IN 1943.  A DIFFERENCE OF 14 SECONDS
 NE1530'WAS FOUND IN THE DIRECTION,
 NE1530'AND A DIFFERENCE OF 0.03 FT. SHORTER WAS FOUND IN THE
 NE1530'DISTANCE TO
 NE1530'REFERENCE MARK 1.  A DIFFERENCE OF 44 SECONDS WAS FOUND
 NE1530'IN THE DIRECTION, AND
 NE1530'A DIFFERENCE OF 0.22 FT. SHORTER WAS FOUND
 NE1530'IN THE DISTANCE OT REFERENCE MARK 2.
 NE1530'THE 1943 DISTANCE TO REFERENCE
 NE1530'MARK 2 WAS A SLOPED MEASUREMENT.  THE 1957 DISTANCE TO
 NE1530'REFERENCE
 NE1530'MARK 2 WAS A HORIZONTAL MEASUREMENT.  THE PROPERTY IS NOW OWNED
 NE1530'BY THE MICHIGAN
 NE1530'STATE CONSERVATION COMMISSION.
 NE1530'
 NE1530'A COMPLETE NEW DESCRIPTION FOLLOWS-
 NE1530'
 NE1530'THE STATION IS LOCATED ABOUT 5 MI. NE OF MILFORD, ABOUT 13.5
 NE1530'MI. W OF PONTIAC,
 NE1530'ON MICHIGAN STATE PROPERTY.  IT IS 76 FT. N OF
 NE1530'THE NW CORNER OF A LOG-CONSTRUCTED
 NE1530'LODGE BUILDING, 32 FT. W OF A
 NE1530'16-IN. OAK TREE, AND 25 FT. E OF A 6-IN. ASPEN TREE.
 NE1530'THE MONUMENT
 NE1530'PROJECTS 4 IN., AND THE DISK IS STAMPED HAVEN 1943 (NOTES
 NE1530'1A AND 7A).
 NE1530'
 NE1530'TO REACH THE STATION FROM THE MAIN INTERSECTION IN MILFORD
 NE1530'(COMMERCE ROAD AND
 NE1530'MILFORD ROAD), GO N ON MILFORD ROAD FOR 3.7
 NE1530'MI. TO THE JUNCTION OF STATE HIGHWAY
 NE1530'59.  TURN RIGHT AND GO E ON
 NE1530'STATE HIGHWAY 59 FOR 4.1 MI. TO THE ENTRANCE INTO
 NE1530'HIGHLAND RECREATION
 NE1530'AREA ON THE RIGHT.  TURN RIGHT AND GO S AND W ON THE PAVED
 NE1530'ROAD FOR 1.15 MI.
 NE1530'TO A T-ROAD INTERSECTION.  TURN RIGHT AND GO NW
 NE1530'ON A PAVED ROAD FOR 0.6 MI. TO THE
 NE1530'LOG-LODGE BUILDING AND THE STATION
 NE1530'ON THE GRASSY KNOLL JUST TO THE N.
 NE1530'
 NE1530'REFERENCE MARK 1 IS 29 FT. NE OF THE NW CORNER OF THE LODGE.
 NE1530'THE DISK IS SET
 NE1530'FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK WITH
 NE1530'THE EXPOSED AREA BEING ABOUT 18-
 NE1530'BY 24 IN., AND IS STAMPED HAVEN
 NE1530'NO 1 1943 (NOTE 12A).
 NE1530'
 NE1530'REFERENCE MARK 2 IS ABOUT 12 FT. LOWER THAN THE STATION, 12
 NE1530'FT. SW OF A 12-IN.
 NE1530'OAK TREE, AND 41 FT. NW OF THE 6-IN. ASPEN TREE.
 NE1530'THE MONUMENT PROJECTS 4 IN., AND THE
 NE1530'DISK IS STAMPED HAVEN NO 2
 NE1530'1943 (NOTE 11A).
 NE1530'
 NE1530'THERE IS NO SUITABLE PLACE FOR AN AZIMUTH MARK OR A REFERENCE
 NE1530'MARK 3.
 NE1530'
 NE1530'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 NE1530
 NE1530                          STATION RECOVERY (1980)
 NE1530
 NE1530'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1530'THE STATION, REFERENCES MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 NE1530'TO REACH AND DESCRIPTION ARE ADEQUATE.
 NE1530
 NE1530                          STATION RECOVERY (2002)
 NE1530
 NE1530'RECOVERY NOTE BY US POWER SQUADRON 2002 (GHL)
 NE1530'FOUNDATION OF ESTATE ONLY REMAINS DUE TO A FIRE IN 2001.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0774 ***********************************************************************
 NG0774  DESIGNATION -  HAVEPORT
 NG0774  PID         -  NG0774
 NG0774  STATE/COUNTY-  MI/VAN BUREN
 NG0774  USGS QUAD   -  COVERT (1981)
 NG0774
 NG0774                         *CURRENT SURVEY CONTROL
 NG0774  ___________________________________________________________________
 NG0774* NAD 83(1994)-  42 21 01.19207(N)    086 15 21.44067(W)     ADJUSTED  
 NG0774* NAVD 88     -       199.7    (meters)     655.     (feet)  GPS OBS   
 NG0774  ___________________________________________________________________
 NG0774  X           -     308,278.182 (meters)                     COMP
 NG0774  Y           -  -4,710,919.391 (meters)                     COMP
 NG0774  Z           -   4,274,554.543 (meters)                     COMP
 NG0774  LAPLACE CORR-           3.97  (seconds)                    DEFLEC99
 NG0774  ELLIP HEIGHT-         166.31  (meters)          (07/17/02) GPS OBS
 NG0774  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NG0774
 NG0774  HORZ ORDER  -  FIRST
 NG0774  ELLP ORDER  -  FOURTH    CLASS I
 NG0774
 NG0774.This mark is at South Haven Airport (0D1)
 NG0774
 NG0774.The horizontal coordinates were established by GPS observations
 NG0774.and adjusted by the National Geodetic Survey in February 1997..
 NG0774
 NG0774.The orthometric height was determined by GPS observations and a
 NG0774.high-resolution geoid model.
 NG0774
 NG0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0774
 NG0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0774
 NG0774.The ellipsoidal height was determined by GPS observations
 NG0774.and is referenced to NAD 83.
 NG0774
 NG0774.The geoid height was determined by GEOID03.
 NG0774
 NG0774;                    North         East     Units Scale Factor Converg.
 NG0774;SPC MI S     -    96,199.458 3,844,353.292   MT  0.99995014   -1 17 08.6
 NG0774;SPC MI S     -   315,615.02 12,612,707.65   iFT  0.99995014   -1 17 08.6
 NG0774;UTM  16      - 4,688,942.337   561,280.994   MT  0.99964620   +0 30 04.5
 NG0774
 NG0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0774!SPC MI S     -   0.99997392  x   0.99995014  =   0.99992406
 NG0774!UTM  16      -   0.99997392  x   0.99964620  =   0.99962013
 NG0774
 NG0774:                Primary Azimuth Mark                     Grid Az
 NG0774:SPC MI S     -  HAVEPORT AZ MK                           045 22 43.7
 NG0774:UTM  16      -  HAVEPORT AZ MK                           043 35 30.6
 NG0774
 NG0774|---------------------------------------------------------------------|
 NG0774| PID    Reference Object                     Distance      Geod. Az  |
 NG0774|                                                           dddmmss.s |
 NG0774| NG0775 HAVEPORT AZ MK                      APPROX. 0.7 KM 0440535.1 |
 NG0774|---------------------------------------------------------------------|
 NG0774
 NG0774                          SUPERSEDED SURVEY CONTROL
 NG0774
 NG0774  ELLIP H (02/03/97)  166.33   (m)                       GP(       ) 4 1
 NG0774  NAD 83(1994)-  42 21 01.19324(N)    086 15 21.45133(W) AD(       ) 1
 NG0774  NAD 83(1986)-  42 21 01.19568(N)    086 15 21.46112(W) AD(       ) 1
 NG0774  NAD 83(1986)-  42 21 01.19166(N)    086 15 21.44929(W) AD(       ) 3
 NG0774  NGVD 29 (03/27/91)  199.9    (m)          656.     (f) GPS OBS        
 NG0774
 NG0774.Superseded values are not recommended for survey control.
 NG0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0774.See file dsdata.txt to determine how the superseded data were derived.
 NG0774
 NG0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6128188942(NAD 83)
 NG0774_MARKER: I = METAL ROD
 NG0774_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0774_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NG0774_STAMPING: HAVEPORT 1989
 NG0774_MARK LOGO: NGS   
 NG0774_PROJECTION: FLUSH
 NG0774_MAGNETIC: I = MARKER IS A STEEL ROD
 NG0774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0774+STABILITY: POSITION/ELEVATION WELL
 NG0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0774+SATELLITE: SATELLITE OBSERVATIONS - December 21, 1993
 NG0774_ROD/PIPE-DEPTH: 11.0 meters
 NG0774_SLEEVE-DEPTH  : 1.0 meters
 NG0774
 NG0774  HISTORY     - Date     Condition        Report By
 NG0774  HISTORY     - 1989     MONUMENTED       NGS
 NG0774  HISTORY     - 19931221 GOOD             MIDT
 NG0774
 NG0774                          STATION DESCRIPTION
 NG0774
 NG0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NG0774'THE STATION IS LOCATED 5.4 KM (3.35 MI) SOUTH OF SOUTH HAVEN, AT THE
 NG0774'SOUTH HAVEN MUNICIPAL AIRPORT, IN THE SOUTHWEST END OF THE 3RD GRASS
 NG0774'STRIP, BETWEEN THE PAVED RUNWAY AND THE PARALLEL TAXIWAY, NORTHEAST
 NG0774'FROM SOUTHWEST END OF THE PAVED RUNWAY.  OWNERSHIP---SOUTH HAVEN
 NG0774'REGIONAL AIRPORT AUTHORITY, C/O AIRPORT MANAGER MIKE DORNAN, 73574
 NG0774'COUNTY ROAD 380, SOUTH HAVEN MI 49090.  PHONE IS (616) 637-5211 OR
 NG0774'(616) 637-7343.
 NG0774'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 196
 NG0774'AND STATE HIGHWAY 140 (EXIT 18), GO SOUTH FOR 2.2 KM (1.35 MI) ON
 NG0774'HIGHWAY 140 TO A PAVED CROSSROAD.  TURN LEFT AND GO EAST FOR 0.7 KM
 NG0774'(0.45 MI) ON COUNTY ROAD 380 TO A PAVED DRIVE LEFT.  TURN LEFT AND GO
 NG0774'NORTH FOR 30 METERS ACROSS THE AIRPORT PARKING AREA TO A GATE AND
 NG0774'AIRPORT OFFICE ON THE RIGHT.  CONTINUE NORTH THEN NORTHWEST, PASSING
 NG0774'THROUGH THE GATE, ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO A
 NG0774'PARALLEL TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.4 KM
 NG0774'(0.25 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT JUST PAST
 NG0774'A CONNECTING TAXIWAY LEFT.
 NG0774'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NG0774'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 NG0774'GREASE FILLED SLEEVE EXTENDING TO A DEPTH 1.0 METER ENCASED IN A PVC
 NG0774'PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND. LOCATED
 NG0774'40.8 M (133.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE PAVED
 NG0774'RUNWAY, 15.2 M (49.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE
 NG0774'PARALLEL TAXIWAY AND 15.2 M (49.9 FT) NORTHEAST FROM THE NORTHEAST
 NG0774'EDGE OF A CONNECTING TAXIWAY.
 NG0774'DESCRIBED BY J.B. WARD (TYPED BY JBW).
 NG0774'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 NG0774'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0774
 NG0774                          STATION RECOVERY (1993)
 NG0774
 NG0774'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0774'STATION IS LOCATED IN QUAD 420862 ON THE COVERT QUADRANGLE MAP. IT IS
 NG0774'IN THE SOUTHWEST 1/4 OF SECTION 26, T-1-S, R-17-W, SOUTH HAVEN
 NG0774'TOWNSHIP. ABOUT 8.0 MILES WEST FROM BANGOR, 4.0 MILES SOUTH FROM SOUTH
 NG0774'HAVEN, 3.5 MILES NORTH FROM COVERT, AT THE SOUTH HAVEN MUNICIPAL
 NG0774'AIRPORT.  BEFORE ENTRY CONTACT AIRPORT MANAGER MIKE DORAN. PHONE
 NG0774'616-637-5211. TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 196 AND
 NG0774'STATE HIGHWAY M-140 ON THE SOUTH SIDE OF SOUTH HAVEN, GO SOUTH ALONG
 NG0774'STATE HIGHWAY M-140 FOR 1.35 MILES TO COUNTY ROAD 380. GO EAST ALONG
 NG0774'COUNTY ROAD 380 FOR 0.45 MILE TO AIRPORT ENTRANCE. GO NORTH FOR 30
 NG0774'METERS ACROSS THE PARKING LOT TO A GATE AND THE AIRPORT OFFICE ON THE
 NG0774'RIGHT. CONTINUE NORTH, PASSING THROUGH THE GATE, ACROSS THE APRON AND
 NG0774'ON A CONNECTING TAXIWAY TO A PARALLEL TAXIWAY RIGHT. GO NORTHEAST
 NG0774'ALONG THE PARALLEL TAXIWAY FOR 0.25 MILES TO THE STATION ON THE LEFT
 NG0774'AS DESCRIBED. STATION IS 147.0 FEET SOUTHEAST FROM THE SOUTHEAST EDGE
 NG0774'OF THE PAVED RUNWAY, 57 FEET SOUTHEAST FROM THE CENTER OF A 1 FOOT
 NG0774'DIAMETER CONCRET CULVERT, 49.9 FEET NORTHWEST FROM THE NORTHWEST EDGE
 NG0774'OF PARALLEL TAXIWAY, AND 49.9 FEET NORTHEAST FROM THE NORTHEAST EDGE
 NG0774'OF CONNECTING TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0775 ***********************************************************************
 NG0775  DESIGNATION -  HAVEPORT AZ MK
 NG0775  PID         -  NG0775
 NG0775  STATE/COUNTY-  MI/VAN BUREN
 NG0775  USGS QUAD   -  COVERT (1981)
 NG0775
 NG0775                         *CURRENT SURVEY CONTROL
 NG0775  ___________________________________________________________________
 NG0775* NAD 83(1994)-  42 21 17.23816(N)    086 15 00.48024(W)     ADJUSTED  
 NG0775* NAVD 88     -       200.5    (meters)     658.     (feet)  GPS OBS   
 NG0775  ___________________________________________________________________
 NG0775  X           -     308,735.122 (meters)                     COMP
 NG0775  Y           -  -4,710,555.769 (meters)                     COMP
 NG0775  Z           -   4,274,920.973 (meters)                     COMP
 NG0775  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 NG0775  ELLIP HEIGHT-         167.09  (meters)          (07/12/02) GPS OBS
 NG0775  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NG0775
 NG0775  HORZ ORDER  -  FIRST
 NG0775  ELLP ORDER  -  FOURTH    CLASS II
 NG0775
 NG0775.This mark is at South Haven Airport (0D1)
 NG0775
 NG0775.The horizontal coordinates were established by GPS observations
 NG0775.and adjusted by the National Geodetic Survey in September 1995..
 NG0775
 NG0775.The orthometric height was determined by GPS observations and a
 NG0775.high-resolution geoid model.
 NG0775
 NG0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0775
 NG0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0775
 NG0775.The ellipsoidal height was determined by GPS observations
 NG0775.and is referenced to NAD 83.
 NG0775
 NG0775.The geoid height was determined by GEOID03.
 NG0775
 NG0775;                    North         East     Units Scale Factor Converg.
 NG0775;SPC MI S     -    96,683.674 3,844,843.953   MT  0.99994942   -1 16 54.3
 NG0775;SPC MI S     -   317,203.65 12,614,317.43   iFT  0.99994942   -1 16 54.3
 NG0775;UTM  16      - 4,689,441.467   561,756.172   MT  0.99964692   +0 30 18.8
 NG0775
 NG0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0775!SPC MI S     -   0.99997380  x   0.99994942  =   0.99992322
 NG0775!UTM  16      -   0.99997380  x   0.99964692  =   0.99962072
 NG0775
 NG0775:                Primary Azimuth Mark                     Grid Az
 NG0775:SPC MI S     -  HAVEPORT                                 225 22 43.5
 NG0775:UTM  16      -  HAVEPORT                                 223 35 30.4
 NG0775
 NG0775|---------------------------------------------------------------------|
 NG0775| PID    Reference Object                     Distance      Geod. Az  |
 NG0775|                                                           dddmmss.s |
 NG0775| NG0774 HAVEPORT                            APPROX. 0.7 KM 2240549.2 |
 NG0775|---------------------------------------------------------------------|
 NG0775
 NG0775                          SUPERSEDED SURVEY CONTROL
 NG0775
 NG0775  ELLIP H (09/20/95)  167.10   (m)                       GP(       ) 1 2
 NG0775  NAD 83(1986)-  42 21 17.24167(N)    086 15 00.49986(W) AD(       ) 1
 NG0775  NAD 83(1986)-  42 21 17.23766(N)    086 15 00.48801(W) AD(       ) 3
 NG0775  NGVD 29 (03/27/91)  200.6    (m)          658.     (f) GPS OBS        
 NG0775
 NG0775.Superseded values are not recommended for survey control.
 NG0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0775.See file dsdata.txt to determine how the superseded data were derived.
 NG0775
 NG0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6175689441(NAD 83)
 NG0775_MARKER: I = METAL ROD
 NG0775_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NG0775_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NG0775_STAMPING: HAVEPORT AZ MK 1989
 NG0775_MARK LOGO: NGS   
 NG0775_PROJECTION: FLUSH
 NG0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 NG0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0775+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1994
 NG0775_ROD/PIPE-DEPTH: 9.8  meters
 NG0775_SLEEVE-DEPTH  : 1 meters
 NG0775
 NG0775  HISTORY     - Date     Condition        Report By
 NG0775  HISTORY     - 1989     MONUMENTED       NGS
 NG0775  HISTORY     - 19940523 GOOD             NGS
 NG0775  HISTORY     - 20000802 GOOD             MI-159
 NG0775
 NG0775                          STATION DESCRIPTION
 NG0775
 NG0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NG0775'THE STATION IS LOCATED 5.4 KM (3.35 MI) SOUTH OF SOUTH HAVEN, AT THE
 NG0775'SOUTH HAVEN AIRPORT, IN THE NORTHEAST END OF THE NORTHEASTERN MOST
 NG0775'GRASS STRIP BETWEEN THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.
 NG0775'OWNERSHIP---SOUTH HAVEN REGIONAL AIRPORT AUTHORIRTY, C/O AIRPORT
 NG0775'MANAGER MIKE DORNAN, 73574 COUNTY ROAD 380, SOUTH HAVEN MI 49090.
 NG0775'PHONE IS (616) 673-7343 OR (616) 637-5211.
 NG0775'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE HIGHWAY 196
 NG0775'AND STATE HIGHWAY 140 (EXIT 18), ABOUT 3.2 KM (2.00 MI) SOUTH OF SOUTH
 NG0775'HAVEN, GO SOUTH FOR 2.2 KM (1.35 MI) ON HIGHWAY 140 TO A PAVED
 NG0775'CROSSROAD.  TURN LEFT AND GO EAST FOR 0.7 KM (0.45 MI) ON COUNTY ROAD
 NG0775'380 TO A PAVED DRIVE LEFT.  TURN LEFT AND GO NORTH FOR 30 METERS
 NG0775'ACROSS THE AIRPORT PARKING AREA TO A GATE AND THE AIRPORT OFFICE
 NG0775'RIGHT.  CONTINUE NORTH THEN NORTHWEST FOR 1.0 KM (0.60 MI), PASSING
 NG0775'THROUGH THE GATE, ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO A
 NG0775'PARALLEL TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 1.1 KM
 NG0775'(0.70 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT JUST
 NG0775'BEFORE A CONNECTING TAXIWAY LEFT.
 NG0775'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NG0775'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NG0775'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NG0775'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NG0775'LOCATED 44.7 M (146.7 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE
 NG0775'PAVED RUNWAY, 21.5 M (70.5 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF A
 NG0775'CONNECTING TAXIWAY AND 11.7 M (38.4 FT) NORTHWEST FROM THE NORTHWEST
 NG0775'EDGE OF THE PARALLEL TAXIWAY.
 NG0775'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NG0775'NOTE-GATE MAY BE LOCKED CALL IN ADVANCE.
 NG0775'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0775
 NG0775                          STATION RECOVERY (1994)
 NG0775
 NG0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NG0775'STATION IS LOCATED ABOUT 5 KM (3.10 MI) SOUTH OF SOUTH HAVEN, AT THE
 NG0775'SOUTH HAVEN AIRPORT, IN THE MEDIAN OF RUNWAY 4-22 AND THE PARALLEL
 NG0775'TAXI, AT A CONNECTOR.  OWNERSHIP--SOUTH HAVEN REGIONAL AIRPORT
 NG0775'AUTHORITY, 73574 COUNTY ROAD 380, SOUTH HAVEN, MI 49090.  AIRPORT
 NG0775'MANAGER IS DUANE CASTOR, PHONE 616-637-7343.  TO REACH FROM THE
 NG0775'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 96 AND STATE HIGHWAY
 NG0775'140 (EXIT 18) , ABOUT 3 KM (1.85 MI) SOUTH OF SOUTH HAVEN, GO SOUTH ON
 NG0775'HIGHWAY 140 FOR 2.23 KM (1.40 MI) TO A CROSSROAD.  TURN LEFT, EAST, ON
 NG0775'COUNTY ROAD 380 FOR 0.89 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON
 NG0775'THE LEFT.  TURN LEFT, NORTHERLY, ACROSS PARKING AREA FOR 40 M (131.2
 NG0775'FT) TO A LOCKED GATE AT THE APRON.  PASS THROUGH GATE, NORTH, ACROSS
 NG0775'APRON TO THE PARALLEL TAXI.  BEAR RIGHT, NORTHEAST, ON THE TAXI FOR
 NG0775'0.20 KM (0.10 MI) TO A TURF RUNWAY (LOOK BOTH WAYS) .  CONTINUE AHEAD
 NG0775'FOR 0.91 KM (0.55 MI) TO A CONNECTOR AND THE STATION ON THE LEFT.
 NG0775'ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS 17.1 M (56.1 FT)
 NG0775'NORTHWEST OF THE PARALLEL TAXI CENTER, 29.3 M (96.1 FT) SOUTHWEST OF
 NG0775'THE CONNECTOR CENTER, 13 M (42.7 FT) SOUTHEAST OF A BANK EDGE, 23.9 M
 NG0775'(78.4 FT) SOUTH OF THE SOUTHEAST END OF THE ILLUMINATED 4-22 SIGN, AND
 NG0775'0.4 M (1.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY
 NG0775'G.R.  HEID.
 NG0775
 NG0775                          STATION RECOVERY (2000)
 NG0775
 NG0775'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0607 ***********************************************************************
 PM0607  DESIGNATION -  HAVN
 PM0607  PID         -  PM0607
 PM0607  STATE/COUNTY-  MI/LEELANAU
 PM0607  USGS QUAD   -  
 PM0607
 PM0607                         *CURRENT SURVEY CONTROL
 PM0607  ___________________________________________________________________
 PM0607* NAD 83(1994)-  44 53 52.14379(N)    086 01 36.91957(W)     ADJUSTED  
 PM0607* NAVD 88     -       180.8    (meters)     593.     (feet)  VERTCON   
 PM0607  ___________________________________________________________________
 PM0607  X           -     313,576.586 (meters)                     COMP
 PM0607  Y           -  -4,514,839.302 (meters)                     COMP
 PM0607  Z           -   4,479,413.812 (meters)                     COMP
 PM0607  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 PM0607  ELLIP HEIGHT-         144.76  (meters)          (07/17/02) GPS OBS
 PM0607  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 PM0607
 PM0607  HORZ ORDER  -  SECOND
 PM0607  ELLP ORDER  -  FOURTH    CLASS I
 PM0607
 PM0607.The horizontal coordinates were established by GPS observations
 PM0607.and adjusted by the National Geodetic Survey in February 1997..
 PM0607
 PM0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0607
 PM0607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0607
 PM0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0607
 PM0607.The ellipsoidal height was determined by GPS observations
 PM0607.and is referenced to NAD 83.
 PM0607
 PM0607.The geoid height was determined by GEOID03.
 PM0607
 PM0607;                    North         East     Units Scale Factor Converg.
 PM0607;SPC MI C     -   177,039.253 5,868,882.210   MT  0.99991302   -1 10 22.1
 PM0607;SPC MI C     -   580,837.44 19,254,862.89   iFT  0.99991302   -1 10 22.1
 PM0607;UTM  16      - 4,972,059.872   576,829.636   MT  0.99967258   +0 41 12.8
 PM0607
 PM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0607!SPC MI C     -   0.99997730  x   0.99991302  =   0.99989033
 PM0607!UTM  16      -   0.99997730  x   0.99967258  =   0.99964989
 PM0607
 PM0607                          SUPERSEDED SURVEY CONTROL
 PM0607
 PM0607  ELLIP H (02/03/97)  144.79   (m)                       GP(       ) 4 1
 PM0607  NAD 83(1986)-  44 53 52.14419(N)    086 01 36.92656(W) AD(       ) 2
 PM0607  NGVD 29 (12/10/93)  180.9    (m)          594.     (f) GPS OBS        
 PM0607
 PM0607.Superseded values are not recommended for survey control.
 PM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0607.See file dsdata.txt to determine how the superseded data were derived.
 PM0607
 PM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7683072060(NAD 83)
 PM0607_MARKER: A = ALUMINUM MARKER
 PM0607_SETTING: 0 = UNSPECIFIED SETTING
 PM0607_STAMPING: HAVN
 PM0607_MARK LOGO: NOS   
 PM0607_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0607_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0607+STABILITY: POSITION/ELEVATION WELL
 PM0607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0607+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 PM0607
 PM0607  HISTORY     - Date     Condition        Report By
 PM0607  HISTORY     - 1993     MONUMENTED       NOS
 PM0607  HISTORY     - 20040516 GOOD             USPSQD
 PM0607
 PM0607                          STATION DESCRIPTION
 PM0607
 PM0607'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0607'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF EMPIRE AND ABOUT
 PM0607'2.2 MI (3.5 KM) WEST OF GLEN ARBOR IN THE SLEEPING BEAR DUNES
 PM0607'NATIONAL LAKESHORE ON THE SOUTHEAST SIDE OF THE VILLAGE OF GLEN HAVEN
 PM0607'IN A GRASSY RIGHT OF WAY NORTH OF COUNTY ROAD 109 ABOUT 1.5 MI
 PM0607'(2.4 KM) EAST OF THE ROAD 109 JUNCTION WITH COUNTY ROAD 209.
 PM0607'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN HIGHWAY 22 AND
 PM0607'COUNTY ROAD 109 ON THE WEST SIDE OF GLEN ARBOR, GO WEST ON COUNTY
 PM0607'ROAD 109 FOR 1.8 MI (2.9 KM) TO THE IN A SWAYLE ON THE RIGHT.
 PM0607'THE STATION IS AN ALUMINUM DISK AND ROD SET IN CONCRETE AND SLEEVED
 PM0607'WITH 4 INCH PVC WITH THREADED CAP. IT IS, ABOUT 0.15 M (0.49 FT) EAST
 PM0607'OF A T JUNCTION OF ROADS 109 AND 209, 15 M (49.2 FT) NORTH OF THE
 PM0607'CENTERLINE OF ROAD 109, 17.5 M (57.4 FT) SOUTHWEST OF A CLUMP OF
 PM0607'BUSHES GROWING ON A SMALL RIDGE, 28.5 M (93.5 FT) NORTHWEST OF A ROAD
 PM0607'SIGN WITH WITNESS SIGN.THE DISK IS 0.05 M (0.16 FT) BELOW GROUND
 PM0607'LEVEL.
 PM0607
 PM0607                          STATION RECOVERY (2004)
 PM0607
 PM0607'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PM0607'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1621 ***********************************************************************
 RL1621  DESIGNATION -  HAWK
 RL1621  PID         -  RL1621
 RL1621  STATE/COUNTY-  MI/GOGEBIC
 RL1621  USGS QUAD   -  STATELINE LAKE (1982)
 RL1621
 RL1621                         *CURRENT SURVEY CONTROL
 RL1621  ___________________________________________________________________
 RL1621* NAD 83(1994)-  46 19 26.49040(N)    089 43 19.85906(W)     ADJUSTED  
 RL1621* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 RL1621  ___________________________________________________________________
 RL1621  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 RL1621  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 RL1621
 RL1621  HORZ ORDER  -  THIRD
 RL1621
 RL1621.The horizontal coordinates were established by classical geodetic methods
 RL1621.and adjusted by the National Geodetic Survey in February 1997..
 RL1621
 RL1621.The orthometric height was scaled from a topographic map.
 RL1621
 RL1621.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1621
 RL1621.The geoid height was determined by GEOID03.
 RL1621
 RL1621;                    North         East     Units Scale Factor Converg.
 RL1621;SPC MI N     -   174,837.559 7,790,426.524   MT  0.99990306   -1 58 03.2
 RL1621;SPC MI N     -   573,614.04 25,559,142.14   iFT  0.99990306   -1 58 03.2
 RL1621;UTM  16      - 5,133,651.570   290,452.409   MT  1.00013979   -1 58 10.4
 RL1621
 RL1621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1621!SPC MI N     -   0.99992318  x   0.99990306  =   0.99982625
 RL1621!UTM  16      -   0.99992318  x   1.00013979  =   1.00006296
 RL1621
 RL1621:                Primary Azimuth Mark                     Grid Az
 RL1621:SPC MI N     -  HAWK AZ MK                               031 46 07.1
 RL1621:UTM  16      -  HAWK AZ MK                               031 46 14.3
 RL1621
 RL1621|---------------------------------------------------------------------|
 RL1621| PID    Reference Object                     Distance      Geod. Az  |
 RL1621|                                                           dddmmss.s |
 RL1621| CJ2612 HAWK AZ MK                                         0294803.9 |
 RL1621| CJ2613 HAWK RM 1                            23.147 METERS 21656     |
 RL1621| CJ2614 HAWK RM 2                            36.820 METERS 33501     |
 RL1621|---------------------------------------------------------------------|
 RL1621
 RL1621                          SUPERSEDED SURVEY CONTROL
 RL1621
 RL1621  NAD 83(1994)-  46 19 26.49005(N)    089 43 19.85802(W) AD(       ) 3
 RL1621  NAD 83(1986)-  46 19 26.48622(N)    089 43 19.85462(W) AD(       ) 3
 RL1621  NAD 27      -  46 19 26.66700(N)    089 43 19.28600(W) AD(       ) 3
 RL1621
 RL1621.Superseded values are not recommended for survey control.
 RL1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1621.See file dsdata.txt to determine how the superseded data were derived.
 RL1621
 RL1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9045233652(NAD 83)
 RL1621_MARKER: DS = TRIANGULATION STATION DISK
 RL1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1621
 RL1621  HISTORY     - Date     Condition        Report By
 RL1621  HISTORY     - 1952     MONUMENTED       CGS
 RL1621  HISTORY     - 1963     SEE DESCRIPTION  USGS
 RL1621  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 RL1621
 RL1621                          STATION DESCRIPTION
 RL1621
 RL1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1621'THE STATION IS LOCATED ABOUT 14.5 MILES SOUTHEAST OF WAKEFIELD,
 RL1621'4.5 MILES NORTH OF THE WISCONSIN STATE LINE, 4 MILES SOUTH
 RL1621'OF MARENISCO, 1 MILE NORTHEAST OF HAWK LAKE AND ON THE RIGHT
 RL1621'OF WAY OF STATE HIGHWAY 64.
 RL1621'
 RL1621'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RL1621'STATE HIGHWAY 64 IN THE NORTH EDGE OF MARENISCO, GO SOUTH ON
 RL1621'STATE HIGHWAY 64 FOR 5.25 MILES TO THE AZIMUTH MARK ON THE
 RL1621'LEFT AS DESCIBED--CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 64
 RL1621'FOR 0.35 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 RL1621'
 RL1621'THE STATION MARK IS STAMPED HAWK 1952.  IT IS A STANDARD DISK
 RL1621'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT
 RL1621'IS 56 FEET EAST OF CENTERLINE OF STATE HIGHWAY 64 AND 4 FEET EAST
 RL1621'OF A WHITE WITNESS POST.
 RL1621'
 RL1621'REFERENCE MARK 1 IS STAMPED HAWK NO 1 1952.  IT IS A STANDARD
 RL1621'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 RL1621'IT IS 47 FEET EAST OF CENTERLINE OF STATE HIGHWAY 64 AND IS
 RL1621'ABOUT 3 FEET BELOW STATION ELEVATION.
 RL1621'
 RL1621'REFERENCE MARK 2 IS STAMPED HAWK NO 2 1952.  IT IS A STANDARD
 RL1621'DISK SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 RL1621'IT IS 47 FEET WEST OF CENTERLINE OF STATE HIGHWAY 64 AND IS
 RL1621'ABOUT 10 FEET BELOW STATION ELEVATION.
 RL1621'
 RL1621'THE AZIMUTH MARK IS STAMPED HAWK 1952.  IT IS A STANDARD DISK
 RL1621'SET IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 RL1621'IT IS 34 FEET NORTHEAST OF INTERSECTION OF A T-ROAD, 26 FEET
 RL1621'EAST OF CENTERLINE OF STATE HIGHWAY 64, 22 FEET NORTH OF
 RL1621'CENTERLINE OF A TRACK ROAD AND 2 FEET WEST OF A WHITE WITNESS
 RL1621'POST.
 RL1621'
 RL1621'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RL1621
 RL1621                          STATION RECOVERY (1963)
 RL1621
 RL1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 RL1621'STATION DESTROYED.  WIDENING OF HWY M 64 HAS DESTROYED ALL MARKS.
 RL1621
 RL1621                          STATION RECOVERY (2004)
 RL1621
 RL1621'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1330 ***********************************************************************
 RJ1330  DESIGNATION -  HAWK PAP+119
 RJ1330  PID         -  RJ1330
 RJ1330  STATE/COUNTY-  MI/CHIPPEWA
 RJ1330  USGS QUAD   -  SHALLOWS (1975)
 RJ1330
 RJ1330                         *CURRENT SURVEY CONTROL
 RJ1330  ___________________________________________________________________
 RJ1330* NAD 83(1994)-  46 29 16.29616(N)    084 25 03.58851(W)     ADJUSTED  
 RJ1330* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 RJ1330  ___________________________________________________________________
 RJ1330  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 RJ1330  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ1330
 RJ1330  HORZ ORDER  -  SECOND
 RJ1330
 RJ1330.The horizontal coordinates were established by classical geodetic methods
 RJ1330.and adjusted by the National Geodetic Survey in February 1997..
 RJ1330
 RJ1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1330
 RJ1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1330
 RJ1330.The geoid height was determined by GEOID03.
 RJ1330
 RJ1330;                    North         East     Units Scale Factor Converg.
 RJ1330;SPC MI N     -   192,677.712 8,198,217.871   MT  0.99990907   +1 51 59.4
 RJ1330;SPC MI N     -   632,144.72 26,897,040.26   iFT  0.99990907   +1 51 59.4
 RJ1330;UTM  16      - 5,151,494.502   698,188.251   MT  1.00008283   +1 52 24.2
 RJ1330
 RJ1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1330!SPC MI N     -   0.99997668  x   0.99990907  =   0.99988576
 RJ1330!UTM  16      -   0.99997668  x   1.00008283  =   1.00005951
 RJ1330
 RJ1330                          SUPERSEDED SURVEY CONTROL
 RJ1330
 RJ1330  NAD 83(1986)-  46 29 16.28819(N)    084 25 03.58568(W) AD(       ) 2
 RJ1330  NGVD 29 (05/22/90)  185.     (m)          607.     (f) VERT ANG       
 RJ1330
 RJ1330.Superseded values are not recommended for survey control.
 RJ1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1330.See file dsdata.txt to determine how the superseded data were derived.
 RJ1330
 RJ1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9818851495(NAD 83)
 RJ1330_MARKER: DS = TRIANGULATION STATION DISK
 RJ1330_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1330+WITH SETTING: INFORMATION.
 RJ1330_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1330
 RJ1330  HISTORY     - Date     Condition        Report By
 RJ1330  HISTORY     - 1988     MONUMENTED       USE
 RJ1330  HISTORY     - 20001010 GOOD             WOOLPT
 RJ1330
 RJ1330                          STATION DESCRIPTION
 RJ1330
 RJ1330'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1330'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF SAULT STE MARIE,
 RJ1330'15.3 KM (9.5 MI) EAST-NORTHEAST OF BRIMLEY NEAR SHERMAN PARK IN PART
 RJ1330'OF GOVT LOT 2,
 RJ1330'SEC 10, T47N-R1W.
 RJ1330'OWNERSHIP---CITY OF SAULT STE MARIE, MICHIGAN
 RJ1330'
 RJ1330'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1330'WEST FOR 0.3 KM (0.2 MI) ON RIDGE STREET TO MERIDIAN STREET, TURN
 RJ1330'LEFT AND GO SOUTH FOR 1.3 KM (0.8 MI) ON MERIDIAN STREET (WHICH
 RJ1330'BECOMES EUREKA STREET) TO EASTERDAY STREET, TURN RIGHT AND GO
 RJ1330'WEST FOR 1.9 (1.15 MI) ON EASTERDAY STREET (WHICH BECOMES 4TH
 RJ1330'STREET) TO OAK STREET, TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15 MI)
 RJ1330'ON OAK STREET TO A CURVE TO THE LEFT (WHICH TURNS INTO 4TH AVENUE),
 RJ1330'CONTINUE WEST FOR 1.5 KM (0.95 MI) ON 4TH AVENUE TO 24TH STREET, GO
 RJ1330'106.7 METERS (350 FT) TO LAUNCH, STATION IS 9.1 METERS (30 FT) EAST
 RJ1330'OF LAUNCH.
 RJ1330'
 RJ1330'THE STATION IS A STANDARD COE DISK,
 RJ1330'THAT IS STAMPED---PAP + 119 1988---, SET INTO A PVC SLEEVE AND
 RJ1330'ATTACHED TO AN ALUMINUM ROD THAT IS DRIVEN INTO THE GROUND, LOCATED
 RJ1330'NORTH OF CHAIN LINK FENCE IN FRONT OF THE WATER WORKS.
 RJ1330'
 RJ1330'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1330
 RJ1330                          STATION RECOVERY (2000)
 RJ1330
 RJ1330'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 RJ1330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0308 ***********************************************************************
 QJ0308  DESIGNATION -  HAWKS
 QJ0308  PID         -  QJ0308
 QJ0308  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0308  USGS QUAD   -  HAWKS (1971)
 QJ0308
 QJ0308                         *CURRENT SURVEY CONTROL
 QJ0308  ___________________________________________________________________
 QJ0308* NAD 83(1994)-  45 18 07.86220(N)    083 53 08.67687(W)     ADJUSTED  
 QJ0308* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 QJ0308  ___________________________________________________________________
 QJ0308  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 QJ0308  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 QJ0308
 QJ0308  HORZ ORDER  -  THIRD
 QJ0308
 QJ0308.The horizontal coordinates were established by classical geodetic methods
 QJ0308.and adjusted by the National Geodetic Survey in February 1997..
 QJ0308
 QJ0308.The orthometric height was scaled from a topographic map.
 QJ0308
 QJ0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0308
 QJ0308.The geoid height was determined by GEOID03.
 QJ0308
 QJ0308;                    North         East     Units Scale Factor Converg.
 QJ0308;SPC MI C     -   220,744.131 6,037,716.640   MT  0.99993229   +0 20 23.0
 QJ0308;SPC MI C     -   724,226.15 19,808,781.63   iFT  0.99993229   +0 20 23.0
 QJ0308;UTM  17      - 5,020,571.673   273,758.850   MT  1.00022938   -2 03 07.7
 QJ0308
 QJ0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0308!SPC MI C     -   0.99996639  x   0.99993229  =   0.99989868
 QJ0308!UTM  17      -   0.99996639  x   1.00022938  =   1.00019576
 QJ0308
 QJ0308:                Primary Azimuth Mark                     Grid Az
 QJ0308:SPC MI C     -  HAWKS AZ MK                              086 27 44.5
 QJ0308:UTM  17      -  HAWKS AZ MK                              088 51 15.2
 QJ0308
 QJ0308|---------------------------------------------------------------------|
 QJ0308| PID    Reference Object                     Distance      Geod. Az  |
 QJ0308|                                                           dddmmss.s |
 QJ0308| CH1243 HAWKS AZ MK                                        0864807.5 |
 QJ0308| CH1244 HAWKS RM 1                           24.666 METERS 21605     |
 QJ0308| CH1245 HAWKS RM 2                           22.240 METERS 32305     |
 QJ0308|---------------------------------------------------------------------|
 QJ0308
 QJ0308                          SUPERSEDED SURVEY CONTROL
 QJ0308
 QJ0308  NAD 83(1986)-  45 18 07.85361(N)    083 53 08.67793(W) AD(       ) 3
 QJ0308  NAD 27      -  45 18 07.81200(N)    083 53 08.68200(W) AD(       ) 3
 QJ0308
 QJ0308.Superseded values are not recommended for survey control.
 QJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0308.See file dsdata.txt to determine how the superseded data were derived.
 QJ0308
 QJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7375920572(NAD 83)
 QJ0308_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0308
 QJ0308  HISTORY     - Date     Condition        Report By
 QJ0308  HISTORY     - 1956     MONUMENTED       CGS
 QJ0308  HISTORY     - 20010331 GOOD             NGS
 QJ0308
 QJ0308                          STATION DESCRIPTION
 QJ0308
 QJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0308'THE STATION IS IN THE NORTHEAST EDGE OF THE VILLAGE OF HAWKS, ABOUT
 QJ0308'0.05 MILE EAST OF THE HOPE
 QJ0308'AMERICAN LUTHERAN CHURCH, ON THE HIGHEST HILL IN THE IMMEDIATE
 QJ0308'VICINITY, IN AN OPEN FIELD, ON
 QJ0308'PROPERTY OWNED BY MR. LOUIS KRUEGER.  IT IS 82 FEET SOUTH OF A
 QJ0308'30 INCH PINE TREE, 79 FEET NORTHEAST OF
 QJ0308'A WHITE WITNESS POST AND 46 FEET EAST OF A
 QJ0308'WIRE FENCE.  THE MARK IS 10 INCHES BELOW THE SURFACE OF
 QJ0308'THE GROUND AND THE DISK IS STAMPED HAWKS 1956.
 QJ0308'
 QJ0308'TO REACH THE STATION FROM THE RAILROAD CROSSING IN HAWKS, GO NORTH
 QJ0308'AND AND EAST FOR 0.15 MILE
 QJ0308'TO A GRAVELED SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD EAST ON A
 QJ0308'PAVED ROAD FOR 0.1 MILE TO A GATE
 QJ0308'ON THE RIGHT.  TURN RIGHT THROUGH THE GATE AND GO SOUTHWEST
 QJ0308'UP A STEEP HILL TO THE HIGHEST POINT AND THE
 QJ0308'STATION.
 QJ0308'
 QJ0308'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST FOR ABOUT
 QJ0308'0.1 MILE TO THE GATE IN THE
 QJ0308'NORTHEAST CORNER OF THE FIELD.  PASS THROUGH THE GATE.  TURN RIGHT
 QJ0308'AND GO EAST ON THE PAVED ROAD FOR
 QJ0308'0.4 MILE TO THE MARK ON THE LEFT.
 QJ0308'
 QJ0308'REFERENCE MARK 1 IS 3 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT
 QJ0308'EAST OF A WIRE FENCE.  THE
 QJ0308'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAWKS NO 1 1956.
 QJ0308'
 QJ0308'REFERENCE MARK 2 IS 74 FEET WEST OF A 30 INCH PINE TREE AND 1 FOOT
 QJ0308'EAST OF A WIRE FENCE.
 QJ0308'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED HAWKS NO 2 1956.
 QJ0308'
 QJ0308'THE AZIMUTH MARK IS 42 FEET NORTH OF THE CENTER OF A PAVED ROAD, 21
 QJ0308'FEET EAST OF THE CENTER OF A
 QJ0308'FIELD DRIVEWAY, 4 FEET SOUTHWEST OF A POWER LINE POLE AND 2 FEET
 QJ0308'SOUTHWEST OF A WHITE WITNESS POST.  THE
 QJ0308'MARK PROJECTS 4 INCHES AND THE DISK IS STAMED HAWKS 1956
 QJ0308'
 QJ0308'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 QJ0308
 QJ0308                          STATION RECOVERY (2001)
 QJ0308
 QJ0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0308'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0493 ***********************************************************************
 PL0493  DESIGNATION -  HAYES
 PL0493  PID         -  PL0493
 PL0493  STATE/COUNTY-  MI/OTSEGO
 PL0493  USGS QUAD   -  LAKE ARROWHEAD (1985)
 PL0493
 PL0493                         *CURRENT SURVEY CONTROL
 PL0493  ___________________________________________________________________
 PL0493* NAD 83(1994)-  44 56 28.10284(N)    084 46 42.30347(W)     ADJUSTED  
 PL0493* NAVD 88     -       460.4    (meters)    1510.     (feet)  GPS OBS   
 PL0493  ___________________________________________________________________
 PL0493  X           -     411,583.745 (meters)                     COMP
 PL0493  Y           -  -4,503,747.692 (meters)                     COMP
 PL0493  Z           -   4,483,021.513 (meters)                     COMP
 PL0493  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 PL0493  ELLIP HEIGHT-         425.86  (meters)          (07/17/02) GPS OBS
 PL0493  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 PL0493
 PL0493  HORZ ORDER  -  FIRST
 PL0493  ELLP ORDER  -  FOURTH    CLASS I
 PL0493
 PL0493.The horizontal coordinates were established by classical geodetic methods
 PL0493.and adjusted by the National Geodetic Survey in February 1997..
 PL0493
 PL0493.The orthometric height was determined by GPS observations and a
 PL0493.high-resolution geoid model.
 PL0493
 PL0493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0493
 PL0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0493
 PL0493.The ellipsoidal height was determined by GPS observations
 PL0493.and is referenced to NAD 83.
 PL0493
 PL0493.The geoid height was determined by GEOID03.
 PL0493
 PL0493;                    North         East     Units Scale Factor Converg.
 PL0493;SPC MI C     -   180,593.688 5,967,504.494   MT  0.99991271   -0 17 27.1
 PL0493;SPC MI C     -   592,498.98 19,578,426.82   iFT  0.99991271   -0 17 27.1
 PL0493;UTM  16      - 4,978,812.705   675,274.006   MT  0.99997777   +1 34 10.8
 PL0493
 PL0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0493!SPC MI C     -   0.99993323  x   0.99991271  =   0.99984595
 PL0493!UTM  16      -   0.99993323  x   0.99997777  =   0.99991101
 PL0493
 PL0493|---------------------------------------------------------------------|
 PL0493| PID    Reference Object                     Distance      Geod. Az  |
 PL0493|                                                           dddmmss.s |
 PL0493| AB6663 HAYES RM 1                           37.999 METERS 01312     |
 PL0493| QK0659 GAYLORD ST MARYS CHURCH SPIRE       APPROX.12.6 KM 0391023.7 |
 PL0493| QK0656 GAYLORD MUNICIPAL TANK              APPROX.12.1 KM 0430324.9 |
 PL0493| PL0593 HAYES 2                              47.495 METERS 10649     |
 PL0493| AB6664 HAYES RM 2                           24.582 METERS 11724     |
 PL0493| PL0497 MANCELONA                           APPROX.21.0 KM 2551820.1 |
 PL0493|---------------------------------------------------------------------|
 PL0493
 PL0493                          SUPERSEDED SURVEY CONTROL
 PL0493
 PL0493  ELLIP H (02/03/97)  425.90   (m)                       GP(       ) 4 1
 PL0493  NAD 83(1986)-  44 56 28.09563(N)    084 46 42.30999(W) AD(       ) 1
 PL0493  NAD 27      -  44 56 28.06400(N)    084 46 42.19100(W) AD(       ) 1
 PL0493  NGVD 29 (07/19/86)  460.73   (m)         1511.6    (f) LEVELING    3  
 PL0493
 PL0493.Superseded values are not recommended for survey control.
 PL0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0493.See file dsdata.txt to determine how the superseded data were derived.
 PL0493
 PL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7527478813(NAD 83)
 PL0493_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0493_SP_SET: CONCRETE POST
 PL0493_STAMPING: HAYES 1932 1976
 PL0493_MARK LOGO: CGS   
 PL0493_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0493+STABILITY: SURFACE MOTION
 PL0493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0493+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 PL0493
 PL0493  HISTORY     - Date     Condition        Report By
 PL0493  HISTORY     - 1932     MONUMENTED       CGS
 PL0493  HISTORY     - 1973     POOR             LOCENG
 PL0493  HISTORY     - 1975     SEE DESCRIPTION  MI3740
 PL0493  HISTORY     - 1976     SEE DESCRIPTION  NGS
 PL0493  HISTORY     - 1976     GOOD             NGS
 PL0493  HISTORY     - 1980     GOOD             MIDH
 PL0493  HISTORY     - 19910806 GOOD             NGS
 PL0493  HISTORY     - 19960811 GOOD             USPSQD
 PL0493
 PL0493                          STATION DESCRIPTION
 PL0493
 PL0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0493'ABOUT 8 MILES SOUTH-SOUTHWEST
 PL0493'OF GAYLORD, 9
 PL0493'MILES EAST-SOUTHEAST OF ALBA, ON STATE PROPERTY, 27.5 FEET
 PL0493'NORTHEAST OF NORTHWEST CORNER OF
 PL0493'HAYES FIRE LOOKOUT POWER, 27 FEET NORTHWEST OF
 PL0493'NORTHEAST CORNER OF TOWER, 35.0 FEET NORTH OF
 PL0493'CENTER OF TOWER, AND 29.7 FEET WEST OF
 PL0493'SOUTHWEST CORNER OF SMALL HOUSE.  TO REACH FROM COURTHOUSE AT
 PL0493'GAYLORD, GO WEST 4.5 MILES
 PL0493'ON ROUTE M-32 TO GRAVEL ROAD TO SOUTH JUST WEST OF CEMETERY ON SOUTH
 PL0493'SIDE OF ROUTE M-32, PROCEED
 PL0493'SOUTH 0.7 MILE, CONTINUE STRAIGHT AHEAD 2 MILES TO
 PL0493'FOUR-CORNER INTERSECTION, CONTINUE STRAIGHT
 PL0493'AHEAD 2.0 MILES TO ROAD FORK, TAKE RIGHT
 PL0493'FORK, AND CONTINUE 1.8 MILES ON MAIN-TRAVELED ROAD TO HAYES
 PL0493'FIRE LOOKOUT TOWER AND STATION
 PL0493'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS
 PL0493'IN CONCRETE, NOTES 1A AND
 PL0493'7A.  UPPER MARK PROJECTS 5 INCHES.  REFERENCE MARKS ARE
 PL0493'STANDARD REFERENCE DISKS IN CONCRETE,
 PL0493'NOTE 11A.  NO. 1 PROJECTS 5 INCHES, IS AT
 PL0493'NORTH EDGE OF GARDEN PLOT ON STATE PROPERTY, 105 FEET
 PL0493'NORTH OF NORTHWEST CORNER OF
 PL0493'HOUSE, 1 FOOT SOUTH OF FENCE, AND 124.59 FEET FROM STATION IN AZIMUTH
 PL0493'193 DEG 14 MIN.  NO. 2 PROJECTS 6
 PL0493'INCHES, IS 10 FEET SOUTH OF DRIVE TO HOUSE AND TOWER, 63 FEET EAST OF
 PL0493'EAST SIDE OF TOWER, 38 FEET
 PL0493'SOUTHEAST OF SOUTHEAST CORNER OF HOUSE, AND 80.99 FEET
 PL0493'FROM STATION IN AZIMUTH 297 DEG 21 MIN.
 PL0493'CENTER OF HAYES FIRE LOOKOUT TOWER IS 35.00 FEET
 PL0493'FROM STATION IN AZIMUTH 1 DEG 18 MIN.
 PL0493
 PL0493                          STATION RECOVERY (1973)
 PL0493
 PL0493'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (GRM)
 PL0493'HAYES 1932 SURFACE MARK TILTED OUT OF POSITION.
 PL0493'
 PL0493'HAYES NO 1 RECOVERED GOOD.
 PL0493'
 PL0493'HAYES NO 2 RECOVERED GOOD.
 PL0493'
 PL0493'MARK IN NEED OF REPAIR - HAS BEEN HIT BY HEAVY EQUIPMENT.
 PL0493'
 PL0493'DISTANCE AND DIRECTION FROM NEAREST TOWN--FROM GAYLORD 5.1 MI. WEST
 PL0493'AND 6.1 MI SOUTH.
 PL0493
 PL0493                          STATION RECOVERY (1975)
 PL0493
 PL0493'RECOVERY NOTE BY CITY OF OTSEGO MICHIGAN 1975 (DES)
 PL0493'RECOVERED BY OTSEGO COUNTY ROAD COMMISSION
 PL0493'
 PL0493'AN INVESTIGATION OF THE ABOVE STATION WAS MADE ON
 PL0493'AUGUST 26, 1975.
 PL0493'THE TWO REFERENCE MARKS ARE IN
 PL0493'GOOD CONDITION AND ARE PRESENTLY NOT
 PL0493'IN DANGER OF
 PL0493'BEING DESTROYED.  THE STATION MARK, HOWEVER, HAS
 PL0493'BEEN
 PL0493'DISTURBED.  ALL MARKS BEAR THE DATE, 1932.  THE
 PL0493'FIRE LOOKOUT TOWER,
 PL0493'GARDEN PLOT, FENCE, AND HOUSE
 PL0493'HAVE LONG SINCE BEEN REMOVED, HOWEVER
 PL0493'THE TOWER LEG
 PL0493'BASES ARE STILL EVIDENT.
 PL0493
 PL0493                          STATION RECOVERY (1976)
 PL0493
 PL0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 PL0493'STATION MARK FOUND OUT OF THE GROUND.  REFERENCE MARKS 1 AND 2 FOUND
 PL0493'IN GOOD CONDITION.  THE STATION UNDERGROUND MARK FOUND IN GOOD
 PL0493'CONDITION, THE POINT PLUMBED AND HELD AND A NEW SURFACE MARK SET.
 PL0493'THE DISTANCE TO THE REFERENCE MARKS CHECKED.  THERE IS NO AZIMUTH
 PL0493'MARK FOR THIS STATION AND NO PLACE TO SET ONE AT THIS TIME.  DUE
 PL0493'TO VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 PL0493'
 PL0493'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF GAYLORD, IN THE
 PL0493'SOUTHWEST CLEARING OF A SMALL FIELD SURROUNDED BY TREES AND ON LAND
 PL0493'OWNED BY A MR. BRUNO NESS ADDRESS UNKNOWN.  IT IS 199 FEET WEST OF
 PL0493'THE CENTERLINE OF THE ROAD, 26.8 FEET NORTHWEST OF THE NORTHEAST LEG
 PL0493'BASE OF AN OLD LOOKOUT TOWER, 27.4 FEET NORTH OF THE NORTHWEST
 PL0493'LEG BASE OF THE TOWER, 56.4 FEET NORTHWEST OF A 14-INCH TREE AND
 PL0493'5.5 FEET SOUTH OF A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND
 PL0493'THE DISK STAMPED HAYES 1932 1976.
 PL0493'
 PL0493'REFERENCE MARK 1 IS 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 PL0493'AT THE EXTREME NORTH EDGE OF THE CLEARING AT THE SOUTH EDGE OF THE
 PL0493'WOODS.  THE MONUMENT PROJECTS 4 INCHES AND THE DISK STAMPED HAYES
 PL0493'NO 1 1932.
 PL0493'
 PL0493'REFERENCE MARK 2 IS 127 FEET WEST OF THE CENTERLINE OF THE ROAD, 47
 PL0493'FEET NORTHEAST OF THE 14-INCH TREE, 1 FOOT NORTH OF A METAL WITNESS
 PL0493'POST AND ABOUT 3 FEET LOWER THAN THE STATION.  THE MONUMENT
 PL0493'PROJECTS 4 INCHES AND THE DISK STAMPED HAYES NO 2 1932.
 PL0493'
 PL0493'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 75 AND STATE
 PL0493'HIGHWAY 32 AT THE WEST EDGE OF GAYLORD, GO WEST ON STATE HIGHWAY
 PL0493'32 FOR 4.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 PL0493'HAYES TOWER ROAD FOR 6.35 MILES TO THE CREST OF A HILL AND A SMALL
 PL0493'CLEARING ON THE RIGHT AND STATION AS DESCRIBED.
 PL0493'
 PL0493'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST
 PL0493'GAYLORD.
 PL0493'
 PL0493'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0493
 PL0493                          STATION RECOVERY (1976)
 PL0493
 PL0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0493'RECOVERED IN GOOD CONDITION.
 PL0493
 PL0493                          STATION RECOVERY (1980)
 PL0493
 PL0493'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0493'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE FOUND IN GOOD
 PL0493'CONDITION.  THE HAYES FIRE LOOKOUT TOWER IS GONE, BUT THE CONCRETE
 PL0493'BASES FOR THE LEGS ARE STILL THERE.  THE STATION IS STAMPED---HAYES
 PL0493'1932 1976---WE HAD  NO 1976 DATA.  THE DISTANCE AND DIRECTIONS WERE
 PL0493'NOT MEASURED AT THIS TIME.  THE STATION LOCATION AND TO REACH IS
 PL0493'ADEQUATE.
 PL0493
 PL0493                          STATION RECOVERY (1991)
 PL0493
 PL0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0493'STATION IS LOCATED IN QUAD 440844, ABOUT 9-1/2 MILES SOUTH-SOUTHEAST
 PL0493'FROM ELMIRA, 8-1/4 MILES SOUTHWEST FROM GAYLORD, AND 6 MILES
 PL0493'(9.7 KM) NORTHWEST FROM WATERS.  IT IS IN THE NORTHWEST 1/4 OF
 PL0493'SECTION 3, T-29-N, R-4-W, HAYES TOWNSHIP, ON THE LAKE ARROWHEAD
 PL0493'QUADRANGLE MAP AND ON PROPERTY OF MS. REBECCA BAKER, 6264 HAYES TOWER
 PL0493'ROAD, GAYLORD, MI. 49735. (80038.5 KM) PHONE NUMBER 517/732-5943.
 PL0493'$
 PL0493'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 PL0493'STATE ROUTE M-32 AT THE WEST SIDE OF GAYLORD, GO WESTERLY ON M-32 FOR
 PL0493'4.05 MI (6.52 KM)  TO A SIDEROAD LEFT, HAYES TOWER ROAD. TURN LEFT
 PL0493'AND GO SOUTH ON HAYES TOWER RD FOR 6.6 MI (10.6 KM)  TO A DRIVEWAY ON
 PL0493'RIGHT TO RESIDENCE OF MS. REBECCA BAKER AND THE STATION AS DESCRIBED.
 PL0493'$
 PL0493'MARK IS ABOUT 27 FT (8.2 MT) NORTHWEST FROM THE NORTHEAST BASE OF OLD
 PL0493'LOOKOUT TOWER SETTING IN A SMALL FLOWER BED SURROUNDED BY A WOODEN
 PL0493'FRAME.
 PL0493
 PL0493                          STATION RECOVERY (1996)
 PL0493
 PL0493'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0593 ***********************************************************************
 PL0593  DESIGNATION -  HAYES 2
 PL0593  PID         -  PL0593
 PL0593  STATE/COUNTY-  MI/OTSEGO
 PL0593  USGS QUAD   -  LAKE ARROWHEAD (1985)
 PL0593
 PL0593                         *CURRENT SURVEY CONTROL
 PL0593  ___________________________________________________________________
 PL0593* NAD 83(1994)-  44 56 27.65786(N)    084 46 40.22975(W)     ADJUSTED  
 PL0593* NAVD 88     -       458.9    (meters)    1506.     (feet)  GPS OBS   
 PL0593  ___________________________________________________________________
 PL0593  X           -     411,629.809 (meters)                     COMP
 PL0593  Y           -  -4,503,752.146 (meters)                     COMP
 PL0593  Z           -   4,483,010.715 (meters)                     COMP
 PL0593  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 PL0593  ELLIP HEIGHT-         424.34  (meters)          (07/17/02) GPS OBS
 PL0593  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 PL0593
 PL0593  HORZ ORDER  -  FIRST
 PL0593  ELLP ORDER  -  FOURTH    CLASS I
 PL0593
 PL0593.The horizontal coordinates were established by GPS observations
 PL0593.and adjusted by the National Geodetic Survey in February 1997..
 PL0593
 PL0593.The orthometric height was determined by GPS observations and a
 PL0593.high-resolution geoid model.
 PL0593
 PL0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0593
 PL0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0593
 PL0593.The ellipsoidal height was determined by GPS observations
 PL0593.and is referenced to NAD 83.
 PL0593
 PL0593.The geoid height was determined by GEOID03.
 PL0593
 PL0593;                    North         East     Units Scale Factor Converg.
 PL0593;SPC MI C     -   180,579.723 5,967,549.884   MT  0.99991271   -0 17 25.6
 PL0593;SPC MI C     -   592,453.16 19,578,575.73   iFT  0.99991271   -0 17 25.6
 PL0593;UTM  16      - 4,978,800.220   675,319.829   MT  0.99997797   +1 34 12.3
 PL0593
 PL0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0593!SPC MI C     -   0.99993347  x   0.99991271  =   0.99984619
 PL0593!UTM  16      -   0.99993347  x   0.99997797  =   0.99991144
 PL0593
 PL0593|---------------------------------------------------------------------|
 PL0593| PID    Reference Object                     Distance      Geod. Az  |
 PL0593|                                                           dddmmss.s |
 PL0593| AB6664 HAYES RM 2                           23.764 METERS 27552     |
 PL0593| PL0493 HAYES                                47.495 METERS 28649     |
 PL0593| AB6663 HAYES RM 1                           62.669 METERS 32403     |
 PL0593|---------------------------------------------------------------------|
 PL0593
 PL0593                          SUPERSEDED SURVEY CONTROL
 PL0593
 PL0593  ELLIP H (02/03/97)  424.37   (m)                       GP(       ) 4 1
 PL0593  NAD 83(1986)-  44 56 27.65107(N)    084 46 40.23571(W) AD(       ) 1
 PL0593
 PL0593.Superseded values are not recommended for survey control.
 PL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0593.See file dsdata.txt to determine how the superseded data were derived.
 PL0593
 PL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7532078800(NAD 83)
 PL0593_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0593_SP_SET: CONCRETE POST
 PL0593_STAMPING: HAYES 2 1991
 PL0593_MARK LOGO: NGS   
 PL0593_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0593+STABILITY: SURFACE MOTION
 PL0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0593+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2001
 PL0593
 PL0593  HISTORY     - Date     Condition        Report By
 PL0593  HISTORY     - 1991     MONUMENTED       NGS
 PL0593  HISTORY     - 19960811 GOOD             USPSQD
 PL0593  HISTORY     - 20011218 GOOD             MI-137
 PL0593
 PL0593                          STATION DESCRIPTION
 PL0593
 PL0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 PL0593'STATION IS LOCATED IN QUAD 440844, ABOUT 9-1/2 MILES SOUTH-SOUTHEAST
 PL0593'FROM ELMIRA, 8-1/4 MILES SOUTHWEST FROM GAYLORD, AND 6 MILES
 PL0593'(9.7 KM) NORTHWEST FROM WATERS.  IT IS IN THE NORTHWEST 1/4 OF
 PL0593'SECTION 3, T-29-N, R-4-W, HAYES TOWNSHIP, ON THE LAKE ARROWHEAD
 PL0593'QUADRANGLE MAP AND ON PROPERTY OF MS. REBECCA BAKER, 6264 HAYES TOWER
 PL0593'ROAD, GAYLORD, MI. 49735. (80038.5 KM) PHONE NUMBER 517/732-5943.
 PL0593'$
 PL0593'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 PL0593'STATE ROUTE M-32 AT THE WEST SIDE OF GAYLORD, GO WESTERLY ON M-32 FOR
 PL0593'4.05 MI (6.52 KM)  TO A SIDEROAD LEFT, HAYES TOWER ROAD. TURN LEFT
 PL0593'AND GO SOUTH ON HAYES TOWER RD FOR 6.6 MI (10.6 KM)  TO A DRIVEWAY ON
 PL0593'RIGHT TO RESIDENCE OF MS. REBECCA BAKER AND THE STATION AS DESCRIBED.
 PL0593'$
 PL0593'STATION IS 65.0 FT (19.8 MT) NORTH FROM THE WOODS LINE, 47.0 FT
 PL0593'(14.3 MT) WEST FROM THE CENTER OF HAYES TOWER ROAD, 30.5 FT (9.3 MT)
 PL0593'SOUTH FROM THE CENTER OF ENTRANCE DRIVE TO RESIDENCE OF 6264 HAYES
 PL0593'TOWER RD AND SET ATOP THE CUTBANK.
 PL0593
 PL0593                          STATION RECOVERY (1996)
 PL0593
 PL0593'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0593'RECOVERED IN GOOD CONDITION.
 PL0593
 PL0593                          STATION RECOVERY (2001)
 PL0593
 PL0593'RECOVERY NOTE BY OTSEGO COUNTY MICHIGAN 2001 (JSC)
 PL0593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0332 ***********************************************************************
 PK0332  DESIGNATION -  HAYES RESET
 PK0332  PID         -  PK0332
 PK0332  STATE/COUNTY-  MI/ALCONA
 PK0332  USGS QUAD   -  GLENNIE (1989)
 PK0332
 PK0332                         *CURRENT SURVEY CONTROL
 PK0332  ___________________________________________________________________
 PK0332* NAD 83(1994)-  44 36 43.73424(N)    083 41 11.76455(W)     ADJUSTED  
 PK0332* NAVD 88     -       352.1    (meters)    1155.     (feet)  GPS OBS   
 PK0332  ___________________________________________________________________
 PK0332  X           -     500,149.674 (meters)                     COMP
 PK0332  Y           -  -4,520,606.542 (meters)                     COMP
 PK0332  Z           -   4,456,990.809 (meters)                     COMP
 PK0332  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 PK0332  ELLIP HEIGHT-         316.74  (meters)          (07/17/02) GPS OBS
 PK0332  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 PK0332
 PK0332  HORZ ORDER  -  FIRST
 PK0332  ELLP ORDER  -  FOURTH    CLASS I
 PK0332
 PK0332.The horizontal coordinates were established by classical geodetic methods
 PK0332.and adjusted by the National Geodetic Survey in February 1997..
 PK0332
 PK0332.The orthometric height was determined by GPS observations and a
 PK0332.high-resolution geoid model.
 PK0332
 PK0332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0332
 PK0332.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0332
 PK0332.The ellipsoidal height was determined by GPS observations
 PK0332.and is referenced to NAD 83.
 PK0332
 PK0332.The geoid height was determined by GEOID03.
 PK0332
 PK0332;                    North         East     Units Scale Factor Converg.
 PK0332;SPC MI C     -   144,180.534 6,053,977.075   MT  0.99992932   +0 28 49.5
 PK0332;SPC MI C     -   473,033.25 19,862,129.51   iFT  0.99992932   +0 28 49.5
 PK0332;UTM  17      - 4,943,377.735   286,829.902   MT  1.00015884   -1 53 15.1
 PK0332
 PK0332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0332!SPC MI C     -   0.99995034  x   0.99992932  =   0.99987966
 PK0332!UTM  17      -   0.99995034  x   1.00015884  =   1.00010917
 PK0332
 PK0332:                Primary Azimuth Mark                     Grid Az
 PK0332:SPC MI C     -  COMSTOCK RESET                           004 36 05.2
 PK0332:UTM  17      -  COMSTOCK RESET                           006 58 09.8
 PK0332
 PK0332|---------------------------------------------------------------------|
 PK0332| PID    Reference Object                     Distance      Geod. Az  |
 PK0332|                                                           dddmmss.s |
 PK0332| PK0326 COMSTOCK RESET                      APPROX.17.6 KM 0050454.7 |
 PK0332|---------------------------------------------------------------------|
 PK0332
 PK0332                          SUPERSEDED SURVEY CONTROL
 PK0332
 PK0332  ELLIP H (02/03/97)  316.73   (m)                       GP(       ) 4 1
 PK0332  NAD 83(1986)-  44 36 43.72346(N)    083 41 11.76806(W) AD(       ) 1
 PK0332  NAD 27      -  44 36 43.67678(N)    083 41 11.84176(W) AD(       ) 1
 PK0332
 PK0332.Superseded values are not recommended for survey control.
 PK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0332.See file dsdata.txt to determine how the superseded data were derived.
 PK0332
 PK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK8683043378(NAD 83)
 PK0332_MARKER: DD = SURVEY DISK
 PK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0332_SP_SET: SQUARE CONCRETE MONUMENT
 PK0332_STAMPING: HAYES 1905
 PK0332_MARK LOGO: USLS  
 PK0332_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0332+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1991
 PK0332
 PK0332  HISTORY     - Date     Condition        Report By
 PK0332  HISTORY     - 1935     MONUMENTED       USLS
 PK0332  HISTORY     - 1935     GOOD
 PK0332  HISTORY     - 1955     GOOD             USGS
 PK0332  HISTORY     - 1980     GOOD             MIDH
 PK0332  HISTORY     - 19910725 GOOD             USFS
 PK0332  HISTORY     - 19960512 GOOD             USPSQD
 PK0332
 PK0332                          STATION DESCRIPTION
 PK0332
 PK0332'DESCRIBED BY US LAKE SURVEY 1935
 PK0332'STATION SURFACE MONUMENT BROKEN OFF AT GROUND, LOWER MONUMENT
 PK0332'RECOVERED IN GOOD
 PK0332'CONDITION.  LOCATED 3-1/4 MI. NE OF GLENNIE, ON THE N EDGE OF
 PK0332'A HIGH RIDGE.  IT IS S
 PK0332'10 DEG. E, 74 FT. FROM A BLAZED 14-IN.  NORWAY
 PK0332'PINE TREE, AND 500 FT. W OF A N-S FIRE
 PK0332'LANE.
 PK0332'
 PK0332'REFERENCE MONUMENT 1 IS A BRASS DISK WITH AN ARROW, SET ON
 PK0332'THE TOP OF A 6-IN.
 PK0332'CONCRETE MONUMENT, BEARS N 28 DEG. E, 42.1 FT.
 PK0332'FROM THE STATION AND PROJECTS 4 IN.
 PK0332'ABOVE GROUND SURFACE.
 PK0332'
 PK0332'REFERENCE MONUMENT 2 IS A BRASS DISK WITH AN ARROW, SET ON
 PK0332'THE TOP OF A 6-IN.
 PK0332'CONCRETE MONUMENT, BEARS S 41 DEG. E, 42.8 FT.
 PK0332'FROM THE STATION AND PROJECTS 4 IN.
 PK0332'ABOVE GROUND SURFACE.
 PK0332'
 PK0332'TO REACH FROM GLENNIE, GO E FOR 4.5 MI. ON THE GLENNIE-MIKADO
 PK0332'ROAD, TURN N FOR
 PK0332'0.4 MI., TURN LEFT THROUGH A GATE INTO THE CLYDE
 PK0332'EMERSON FARM, TURN N FOR 0.6 MI. TO
 PK0332'A FORK, BEAR LEFT TO THE NEXT
 PK0332'FORK AND THEN TAKE THE RIGHT FORK FOR 0.6 MI., TURN
 PK0332'LEFT ON A WELL-TRAVELED
 PK0332'ROAD FOR 1.4 MI. (PASSING BLISS LAKE ON THE LEFT AT 0.9
 PK0332'MI.) TO A FORK,
 PK0332'BEAR RIGHT ON A WELL-TRAVELED ROAD FOR 3.3 MI.
 PK0332'(PASSING CAMP OAKLAND OUTING WITH
 PK0332'TROUT LAKE ON THE LEFT AT 2.3
 PK0332'MI.), TURN W ON FOOT THROUGH BRUSH FOR 1/4 MI. TO
 PK0332'THE N END OF THE HIGH RIDGE.
 PK0332
 PK0332                          STATION RECOVERY (1935)
 PK0332
 PK0332'RECOVERED 1935
 PK0332'RECOVERED IN GOOD CONDITION.
 PK0332
 PK0332                          STATION RECOVERY (1955)
 PK0332
 PK0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 PK0332'IN SE 1/4 SECTION 27 ADD- 21.30 FT. E OF THE CENTER OF U.S. FOREST
 PK0332'SERVICE LOOKOUT TOWER HAYES (STEEL).
 PK0332
 PK0332                          STATION RECOVERY (1980)
 PK0332
 PK0332'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0332'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK 1
 PK0332'MONUMENT WAS FOUND WITH THE TOP KNOCKED OFF ,  REFERENCE MARK 2 WAS
 PK0332'FOUND, BUT THE TOP WAS CHIPPED AND THE MONUMENT WAS LOOSE.
 PK0332
 PK0332                          STATION RECOVERY (1991)
 PK0332
 PK0332'RECOVERY NOTE BY US FOREST SERVICE 1991
 PK0332'FROM THE INTERSECTION OF M-65 (ALSO KNOWN AS STATE ROAD) AND BAMFIELD
 PK0332'ROAD IN DOWNTOWN GLENNIE PROCEED NORTH ALONG M-65, 3.86 MI (6.21 KM)
 PK0332'TO FR4503, TURN EAST AND GO 1.04 MI (1.67 KM) TO A T INTERSECTION,
 PK0332'TRAVEL STRAIGHT THRU FOR 0.18 MI (0.29 KM) TO AN INTERSECTION, STAY
 PK0332'RIGHT AND GO 0.99 MI (1.59 KM) TO A T INTERSECTION, TRAVEL STRAIGHT
 PK0332'THRU FOR 0.16 MI (0.26 KM) TO A Y INTERSECTION, STAY RIGHT ON FR4503
 PK0332'AND GO 0.91 MI, PARK ON THE NORTH SIDE OF THE ROAD ON CURVE ATOP THE
 PK0332'HILL AND WALK NORTH ALONG THE BLOCKED FIRE TOWER ROAD APPROXIMATELY
 PK0332'600 FT (182.9 M) TO STATION, 1 FT (0.3 M) NORTH OF A FIBERGLASS SURVEY
 PK0332'MARKER POST, MAP POSITION IS NEAR THE SOUTHEAST CORNER OF SECTION 27
 PK0332'T26N R6E.  SURFACE AND UNDERGROUND MARKS WERE ORIGINALLY DESCRIBED AS
 PK0332'SPIKES SURROUNDED BY SIX OTHER SPIKES IN CONCRETE.  IN 1932 IT WAS
 PK0332'REPORTED THE SURFACE MARK WAS BROKEN OFF. IN 1935 THE LOWER MARK WAS
 PK0332'RECOVERED IN GOOD CONDITION AND IT WOULD APPEAR THAT A NEW SURFACE
 PK0332'MARK WAS SET AT THAT TIME.  THE SURFACE MARK NOW CONSISTS OF A 2 1/2
 PK0332'INCH BRASS DISK SET IN THE TOP OF A 12 INCH SQUARE MASS OF CONCRETE.
 PK0332'IT IS FLUSH WITH THE GROUND AND IN GOOD CONDITION. THERE IS NO
 PK0332'INDICATION OF ANY MAGNETIC SOURCE OTHER THAN THE SPIKE IN THE
 PK0332'UNDERGROUND MARK.  THE SURFACE MARK HAS NO MAGNETIC MATERIAL. THE FIRE
 PK0332'TOWER HAS BEEN REMOVED.
 PK0332
 PK0332                          STATION RECOVERY (1996)
 PK0332
 PK0332'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1099 ***********************************************************************
 NF1099  DESIGNATION -  HCM 19005
 NF1099  PID         -  NF1099
 NF1099  STATE/COUNTY-  MI/CLINTON
 NF1099  USGS QUAD   -  LANSING NORTH (1980)
 NF1099
 NF1099                         *CURRENT SURVEY CONTROL
 NF1099  ___________________________________________________________________
 NF1099* NAD 83(1986)-  42 47 53.     (N)    084 30 43.     (W)     SCALED    
 NF1099* NAVD 88     -       255.664  (meters)     838.79   (feet)  ADJUSTED  
 NF1099  ___________________________________________________________________
 NF1099  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NF1099  DYNAMIC HT  -         255.596 (meters)     838.57  (feet)  COMP
 NF1099  MODELED GRAV-     980,347.8   (mgal)                       NAVD 88
 NF1099
 NF1099  VERT ORDER  -  SECOND    CLASS II
 NF1099
 NF1099.The horizontal coordinates were scaled from a topographic map and have
 NF1099.an estimated accuracy of +/- 6 seconds.
 NF1099
 NF1099.The orthometric height was determined by differential leveling
 NF1099.and adjusted by the National Geodetic Survey in June 1991..
 NF1099
 NF1099.The geoid height was determined by GEOID03.
 NF1099
 NF1099.The dynamic height is computed by dividing the NAVD 88
 NF1099.geopotential number by the normal gravity value computed on the
 NF1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1099.degrees latitude (g = 980.6199 gals.).
 NF1099
 NF1099.The modeled gravity was interpolated from observed gravity values.
 NF1099
 NF1099;                    North         East    Units  Estimated Accuracy
 NF1099;SPC MI S     -   144,200.    3,988,120.      MT  (+/- 180 meters Scaled)
 NF1099
 NF1099                          SUPERSEDED SURVEY CONTROL
 NF1099
 NF1099  NGVD 29 (??/??/92)  255.797  (m)          839.23   (f) ADJ UNCH    2 2
 NF1099
 NF1099.Superseded values are not recommended for survey control.
 NF1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1099.See file dsdata.txt to determine how the superseded data were derived.
 NF1099
 NF1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN034413(NAD 83)
 NF1099_MARKER: DE = TRAVERSE STATION DISK
 NF1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1099_STAMPING: 19005 1976 MDSHT
 NF1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1099+STABILITY: SURFACE MOTION
 NF1099
 NF1099  HISTORY     - Date     Condition        Report By
 NF1099  HISTORY     - 1976     MONUMENTED       MIDH
 NF1099
 NF1099                          STATION DESCRIPTION
 NF1099
 NF1099'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1099'2.0 MI N FROM LANSING.
 NF1099'IN CLINTON COUNTY, T5N, R2W, DEWITT TOWNSHIP, SECTION 26, FROM THE
 NF1099'INTERSECTION OF US 127 AND LAKE LANSING ROAD, GO NORTH ON US 127 2.6
 NF1099'MILES TO THE STATION ON THE LEFT, 70.8 FEET NORTHWEST OF PAVEMENT
 NF1099'STATION STENCILED 1014+00, 41.4 FEET WEST OF CENTER LINE NORTH BOUND
 NF1099'US 127, AND 8.1 FEET WEST SOUTHWEST OF METAL WITNESS POST.  A 3 1/4
 NF1099'INCH BRASS DISK STAMPED 19005 1976 MDSH AND T SET IN A 12 INCH
 NF1099'CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.  4 FEET BELOW
 NF1099'CENTERLINE NBL US 127.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1096 ***********************************************************************
 NF1096  DESIGNATION -  HCM 19006
 NF1096  PID         -  NF1096
 NF1096  STATE/COUNTY-  MI/CLINTON
 NF1096  USGS QUAD   -  LANSING NORTH (1980)
 NF1096
 NF1096                         *CURRENT SURVEY CONTROL
 NF1096  ___________________________________________________________________
 NF1096* NAD 83(1986)-  42 48 47.     (N)    084 34 10.     (W)     SCALED    
 NF1096* NAVD 88     -       259.737  (meters)     852.15   (feet)  ADJUSTED  
 NF1096  ___________________________________________________________________
 NF1096  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF1096  DYNAMIC HT  -         259.668 (meters)     851.93  (feet)  COMP
 NF1096  MODELED GRAV-     980,348.1   (mgal)                       NAVD 88
 NF1096
 NF1096  VERT ORDER  -  SECOND    CLASS II
 NF1096
 NF1096.The horizontal coordinates were scaled from a topographic map and have
 NF1096.an estimated accuracy of +/- 6 seconds.
 NF1096
 NF1096.The orthometric height was determined by differential leveling
 NF1096.and adjusted by the National Geodetic Survey in June 1991..
 NF1096
 NF1096.The geoid height was determined by GEOID03.
 NF1096
 NF1096.The dynamic height is computed by dividing the NAVD 88
 NF1096.geopotential number by the normal gravity value computed on the
 NF1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1096.degrees latitude (g = 980.6199 gals.).
 NF1096
 NF1096.The modeled gravity was interpolated from observed gravity values.
 NF1096
 NF1096;                    North         East    Units  Estimated Accuracy
 NF1096;SPC MI S     -   145,870.    3,983,420.      MT  (+/- 180 meters Scaled)
 NF1096
 NF1096                          SUPERSEDED SURVEY CONTROL
 NF1096
 NF1096  NGVD 29 (??/??/92)  259.871  (m)          852.59   (f) ADJ UNCH    2 2
 NF1096
 NF1096.Superseded values are not recommended for survey control.
 NF1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1096.See file dsdata.txt to determine how the superseded data were derived.
 NF1096
 NF1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN987429(NAD 83)
 NF1096_MARKER: DE = TRAVERSE STATION DISK
 NF1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1096_STAMPING: 19006 MDSHT 1976
 NF1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1096+STABILITY: SURFACE MOTION
 NF1096
 NF1096  HISTORY     - Date     Condition        Report By
 NF1096  HISTORY     - 1976     MONUMENTED       MIDH
 NF1096
 NF1096                          STATION DESCRIPTION
 NF1096
 NF1096'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1096'2.0 MI S FROM DEWITT.
 NF1096'IN CLINTON COUNTY, DEWITT TOWNSHIP T5N R2W IN THE SE 1/4 SECTION 17,
 NF1096'ON STATE RIGHT OF WAY.  ABOUT 3 MILES NORTH OF THE NORTH CITY LIMITS
 NF1096'OF LANSING AND 2 MILES SOUTH OF DEWITT ON CLARK ROAD.  TO REACH THE
 NF1096'STATION FROM THE INTERSECTION OF US-127 AND US-27, GO SOUTH ON US-27
 NF1096'0.3 MILES TO CLARK ROAD.  TURN RIGHT AND GO WEST ON CLARK ROAD 1.4
 NF1096'MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  IT IS 31 FEET NORTH
 NF1096'OF CENTERLINE CLARK ROAD, 66.2 FEET NORTHEAST OF EAST END 12 INCH
 NF1096'METAL PIPE, AND 68.3 FEET NORTH NORTHWEST OF TELEPHONE PEDASTAL.  A
 NF1096'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 45 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1094 ***********************************************************************
 NF1094  DESIGNATION -  HCM 19008
 NF1094  PID         -  NF1094
 NF1094  STATE/COUNTY-  MI/CLINTON
 NF1094  USGS QUAD   -  LANSING NORTH (1980)
 NF1094
 NF1094                         *CURRENT SURVEY CONTROL
 NF1094  ___________________________________________________________________
 NF1094* NAD 83(1986)-  42 48 48.     (N)    084 36 10.     (W)     SCALED    
 NF1094* NAVD 88     -       258.418  (meters)     847.83   (feet)  ADJUSTED  
 NF1094  ___________________________________________________________________
 NF1094  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF1094  DYNAMIC HT  -         258.348 (meters)     847.60  (feet)  COMP
 NF1094  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 NF1094
 NF1094  VERT ORDER  -  SECOND    CLASS II
 NF1094
 NF1094.The horizontal coordinates were scaled from a topographic map and have
 NF1094.an estimated accuracy of +/- 6 seconds.
 NF1094
 NF1094.The orthometric height was determined by differential leveling
 NF1094.and adjusted by the National Geodetic Survey in June 1991..
 NF1094
 NF1094.The geoid height was determined by GEOID03.
 NF1094
 NF1094.The dynamic height is computed by dividing the NAVD 88
 NF1094.geopotential number by the normal gravity value computed on the
 NF1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1094.degrees latitude (g = 980.6199 gals.).
 NF1094
 NF1094.The modeled gravity was interpolated from observed gravity values.
 NF1094
 NF1094;                    North         East    Units  Estimated Accuracy
 NF1094;SPC MI S     -   145,910.    3,980,690.      MT  (+/- 180 meters Scaled)
 NF1094
 NF1094                          SUPERSEDED SURVEY CONTROL
 NF1094
 NF1094  NGVD 29 (??/??/92)  258.551  (m)          848.26   (f) ADJ UNCH    2 2
 NF1094
 NF1094.Superseded values are not recommended for survey control.
 NF1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1094.See file dsdata.txt to determine how the superseded data were derived.
 NF1094
 NF1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN959428(NAD 83)
 NF1094_MARKER: DE = TRAVERSE STATION DISK
 NF1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1094_STAMPING: 19008 1976 MDSHT
 NF1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1094+STABILITY: SURFACE MOTION
 NF1094
 NF1094  HISTORY     - Date     Condition        Report By
 NF1094  HISTORY     - 1976     MONUMENTED       MIDH
 NF1094
 NF1094                          STATION DESCRIPTION
 NF1094
 NF1094'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1094'2.6 MI SW FROM DEWITT.
 NF1094'IN CLINTON COUNTY, T5N, R3W, WATERTOWN TOWNSHIP, SECTION 13, FROM THE
 NF1094'INTERCHANGE OF I 96 AND BUSINESS ROUTE I 96 NORTHWEST OF LANSING, GO
 NF1094'EASTERLY ON BUSINESS ROUTE I 96 (GRAND RIVER AVENUE) 3.6 MILES TO
 NF1094'AIRPORT ROAD, TURN LEFT AND GO NORTH ON AIRPORT ROAD 3.0 MILES TO THE
 NF1094'BENCH MARK IN THE NORTHWEST QUADRANT OF AIRPORT AND CLARK ROADS. 43.8
 NF1094'FEET WEST OF THE CENTER OF AIRPORT ROAD, 30 FEET NORTH OF THE CENTER
 NF1094'OF CLARK ROAD, 24.5 FEET EAST OF A TELEPHONE POLE, AND 4.0 FEET
 NF1094'NORTHWEST OF A METAL WITNESS POST.  A 3 1/4 INCH BRASS DISK STAMPED
 NF1094'19008 1976 SET IN A 12 INCH CONCRETE POST FLUSH WITH THE GROUND.  0.5
 NF1094'FEET ABOVE CENTERLINE AIRPORT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1092 ***********************************************************************
 NF1092  DESIGNATION -  HCM 19012
 NF1092  PID         -  NF1092
 NF1092  STATE/COUNTY-  MI/CLINTON
 NF1092  USGS QUAD   -  WACOUSTA (1973)
 NF1092
 NF1092                         *CURRENT SURVEY CONTROL
 NF1092  ___________________________________________________________________
 NF1092* NAD 83(1986)-  42 48 38.     (N)    084 38 30.     (W)     SCALED    
 NF1092* NAVD 88     -       258.360  (meters)     847.64   (feet)  ADJUSTED  
 NF1092  ___________________________________________________________________
 NF1092  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF1092  DYNAMIC HT  -         258.290 (meters)     847.41  (feet)  COMP
 NF1092  MODELED GRAV-     980,343.7   (mgal)                       NAVD 88
 NF1092
 NF1092  VERT ORDER  -  SECOND    CLASS II
 NF1092
 NF1092.The horizontal coordinates were scaled from a topographic map and have
 NF1092.an estimated accuracy of +/- 6 seconds.
 NF1092
 NF1092.The orthometric height was determined by differential leveling
 NF1092.and adjusted by the National Geodetic Survey in June 1991..
 NF1092
 NF1092.The geoid height was determined by GEOID03.
 NF1092
 NF1092.The dynamic height is computed by dividing the NAVD 88
 NF1092.geopotential number by the normal gravity value computed on the
 NF1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1092.degrees latitude (g = 980.6199 gals.).
 NF1092
 NF1092.The modeled gravity was interpolated from observed gravity values.
 NF1092
 NF1092;                    North         East    Units  Estimated Accuracy
 NF1092;SPC MI S     -   145,610.    3,977,510.      MT  (+/- 180 meters Scaled)
 NF1092
 NF1092                          SUPERSEDED SURVEY CONTROL
 NF1092
 NF1092  NGVD 29 (??/??/92)  258.493  (m)          848.07   (f) ADJ UNCH    2 2
 NF1092
 NF1092.Superseded values are not recommended for survey control.
 NF1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1092.See file dsdata.txt to determine how the superseded data were derived.
 NF1092
 NF1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN928424(NAD 83)
 NF1092_MARKER: DE = TRAVERSE STATION DISK
 NF1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1092_STAMPING: 19012 MDSHT 1976
 NF1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1092+STABILITY: SURFACE MOTION
 NF1092
 NF1092  HISTORY     - Date     Condition        Report By
 NF1092  HISTORY     - 1976     MONUMENTED       MIDH
 NF1092
 NF1092                          STATION DESCRIPTION
 NF1092
 NF1092'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1092'2.0 MI SW FROM DEWITT.
 NF1092'IN CLINTON COUNTY, T5N R3W, WATERTOWN TOWNSHIP, NEAR THE WEST 1/4
 NF1092'CORNER ON THE WEST LINE OF SECTION 3.  THE STATION IS APPROXIMATELY 4
 NF1092'1/2 MILES SOUTHWEST OF DEWITT AND 3 1/2 MILES SOUTH SOUTHEAST OF SOUTH
 NF1092'RILEY CORNERS.  TO REACH THE STATION FROM THE I-96 OVERPASS ON GRAND
 NF1092'RIVER AVE., GO SOUTHEAST ON GRAND RIVER AVE. 0.5 MILES TO FRANCIS RD.
 NF1092'TURN LEFT ON FRANCIS RD., AND GO NORTH ON FRANCIS RD. 2.15 MILES TO
 NF1092'CLARK RD TURN RIGHT ON CLARK RD., AND GO EAST ON CLARK RD. 1.15 MILES
 NF1092'TO LOWELL RD.  TURN RIGHT ON LOWELL RD., AND GO SOUTH ON LOWELL RD.
 NF1092'0.35 MILES TO THE STATION ON THE LEFT.  THE STATION IS 85.4 FEET NORTH
 NF1092'NORTHWEST OF A POWER POLE, 19.0 FEET EAST OF THE CENTERLINE OF LOWELL
 NF1092'RD., 60.4 FEET SOUTHEAST OF A WOOD FENCE POST ON THE SOUTH SIDE OF A
 NF1092'FIELD ENTRANCE AND 4.0 FEET WEST OF A STEEL WITNESS POST. 4.0 FEET W
 NF1092'OF A WITNESS POST.  1 FEET BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1047 ***********************************************************************
 NF1047  DESIGNATION -  HCM 19013
 NF1047  PID         -  NF1047
 NF1047  STATE/COUNTY-  MI/CLINTON
 NF1047  USGS QUAD   -  BATH (1978)
 NF1047
 NF1047                         *CURRENT SURVEY CONTROL
 NF1047  ___________________________________________________________________
 NF1047* NAD 83(1986)-  42 46 38.     (N)    084 23 52.     (W)     SCALED    
 NF1047* NAVD 88     -       266.983  (meters)     875.93   (feet)  ADJUSTED  
 NF1047  ___________________________________________________________________
 NF1047  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NF1047  DYNAMIC HT  -         266.913 (meters)     875.70  (feet)  COMP
 NF1047  MODELED GRAV-     980,350.8   (mgal)                       NAVD 88
 NF1047
 NF1047  VERT ORDER  -  SECOND    CLASS II
 NF1047
 NF1047.The horizontal coordinates were scaled from a topographic map and have
 NF1047.an estimated accuracy of +/- 6 seconds.
 NF1047
 NF1047.The orthometric height was determined by differential leveling
 NF1047.and adjusted by the National Geodetic Survey in June 1991..
 NF1047
 NF1047.The geoid height was determined by GEOID03.
 NF1047
 NF1047.The dynamic height is computed by dividing the NAVD 88
 NF1047.geopotential number by the normal gravity value computed on the
 NF1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1047.degrees latitude (g = 980.6199 gals.).
 NF1047
 NF1047.The modeled gravity was interpolated from observed gravity values.
 NF1047
 NF1047;                    North         East    Units  Estimated Accuracy
 NF1047;SPC MI S     -   141,870.    3,997,450.      MT  (+/- 180 meters Scaled)
 NF1047
 NF1047                          SUPERSEDED SURVEY CONTROL
 NF1047
 NF1047  NGVD 29 (??/??/92)  267.115  (m)          876.36   (f) ADJ UNCH    2 2
 NF1047
 NF1047.Superseded values are not recommended for survey control.
 NF1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1047.See file dsdata.txt to determine how the superseded data were derived.
 NF1047
 NF1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN128393(NAD 83)
 NF1047_MARKER: DE = TRAVERSE STATION DISK
 NF1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1047_STAMPING: 19013 MDSHT 1976
 NF1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1047+STABILITY: SURFACE MOTION
 NF1047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1047+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 NF1047
 NF1047  HISTORY     - Date     Condition        Report By
 NF1047  HISTORY     - 1976     MONUMENTED       MIDH
 NF1047  HISTORY     - 20040410 GOOD             GEOCAC
 NF1047
 NF1047                          STATION DESCRIPTION
 NF1047
 NF1047'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1047'2.0 MI NNE FROM HASLETT.
 NF1047'LOCATED IN SECTION 35 BATH TOWNSHIP T5N, R1W CLINTON COUNTY.  MARK IS
 NF1047'APPROXIMATELY 7.5 MILES NE OF THE CENTER OF LANSING AND 2 MILES NNE OF
 NF1047'HASLETT.  IT IS IN THE NE QUADRANT OF TEMPORARY I-69 UPTON ROAD
 NF1047'INTERSECTION.  IT IS 39 FEET NORTH OF THE CENTERLINE OF WB TEMP. I-69
 NF1047'AND 104 FEET EAST OF THE CENTERLINE OF UPTON ROAD.  IT IS 28 FEET SSW
 NF1047'OF A POWER POLE.  MARK IS SET FLUSH WITH THE GROUND.  3.5 FEET SW OF A
 NF1047'WITNESS POST.  ABOUT LEVEL WITH HIGHWAY.
 NF1047
 NF1047                          STATION RECOVERY (2004)
 NF1047
 NF1047'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1047'MARK IS STILL IN VERY GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1045 ***********************************************************************
 NF1045  DESIGNATION -  HCM 19015
 NF1045  PID         -  NF1045
 NF1045  STATE/COUNTY-  MI/CLINTON
 NF1045  USGS QUAD   -  BATH (1978)
 NF1045
 NF1045                         *CURRENT SURVEY CONTROL
 NF1045  ___________________________________________________________________
 NF1045* NAD 83(1986)-  42 47 34.     (N)    084 26 15.     (W)     SCALED    
 NF1045* NAVD 88     -       258.114  (meters)     846.83   (feet)  ADJUSTED  
 NF1045  ___________________________________________________________________
 NF1045  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NF1045  DYNAMIC HT  -         258.046 (meters)     846.61  (feet)  COMP
 NF1045  MODELED GRAV-     980,351.2   (mgal)                       NAVD 88
 NF1045
 NF1045  VERT ORDER  -  SECOND    CLASS II
 NF1045
 NF1045.The horizontal coordinates were scaled from a topographic map and have
 NF1045.an estimated accuracy of +/- 6 seconds.
 NF1045
 NF1045.The orthometric height was determined by differential leveling
 NF1045.and adjusted by the National Geodetic Survey in June 1991..
 NF1045
 NF1045.The geoid height was determined by GEOID03.
 NF1045
 NF1045.The dynamic height is computed by dividing the NAVD 88
 NF1045.geopotential number by the normal gravity value computed on the
 NF1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1045.degrees latitude (g = 980.6199 gals.).
 NF1045
 NF1045.The modeled gravity was interpolated from observed gravity values.
 NF1045
 NF1045;                    North         East    Units  Estimated Accuracy
 NF1045;SPC MI S     -   143,600.    3,994,210.      MT  (+/- 180 meters Scaled)
 NF1045
 NF1045                          SUPERSEDED SURVEY CONTROL
 NF1045
 NF1045  NGVD 29 (??/??/92)  258.246  (m)          847.26   (f) ADJ UNCH    2 2
 NF1045
 NF1045.Superseded values are not recommended for survey control.
 NF1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1045.See file dsdata.txt to determine how the superseded data were derived.
 NF1045
 NF1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN095409(NAD 83)
 NF1045_MARKER: DE = TRAVERSE STATION DISK
 NF1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1045_STAMPING: 19015-1976
 NF1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1045+STABILITY: SURFACE MOTION
 NF1045
 NF1045  HISTORY     - Date     Condition        Report By
 NF1045  HISTORY     - 1976     MONUMENTED       MIDH
 NF1045
 NF1045                          STATION DESCRIPTION
 NF1045
 NF1045'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1045'1.7 MI S FROM BATH.
 NF1045'IN CLINTON COUNTY, T5N R1W BATH TOWNSHIP SECTION 28 FROM BATH TOWNSHIP
 NF1045'HALL AT INTERSECTION OF DRUMHELLER AND WEBSTER ROADS GO SOUTH ON
 NF1045'WEBSTER ROAD 1 MILE TO C.L. 511 FOLLOW THE CURVE TO THE EAST AND GO
 NF1045'EASTERLY 0.4 MILES TO THE STATION ON THE SOUTH SIDE OF THE ROAD.
 NF1045'STATION IS 87.6 FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF A
 NF1045'HOUSE FOUNDATION, 22 FEET SOUTH OF THE CENTERLINE OF C.L. 511, 21 FEET
 NF1045'EAST NORTHEAST OF A POWER POLE, AND 3.5 FEET NORTH OF A METAL WITNESS
 NF1045'POST.  A STANDARD DISK STAMPED 19015 1976 SET IN A 12 INCH CONCRETE
 NF1045'POST WHICH IS BURIED 8 INCHES BELOW GROUND IN A SMALL PARKING AREA ON
 NF1045'THE NORTH SIDE OF PARK LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1048 ***********************************************************************
 NF1048  DESIGNATION -  HCM 19017
 NF1048  PID         -  NF1048
 NF1048  STATE/COUNTY-  MI/CLINTON
 NF1048  USGS QUAD   -  BATH (1978)
 NF1048
 NF1048                         *CURRENT SURVEY CONTROL
 NF1048  ___________________________________________________________________
 NF1048* NAD 83(1986)-  42 47 04.     (N)    084 22 48.     (W)     SCALED    
 NF1048* NAVD 88     -       269.749  (meters)     885.00   (feet)  ADJUSTED  
 NF1048  ___________________________________________________________________
 NF1048  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 NF1048  DYNAMIC HT  -         269.679 (meters)     884.77  (feet)  COMP
 NF1048  MODELED GRAV-     980,353.5   (mgal)                       NAVD 88
 NF1048
 NF1048  VERT ORDER  -  SECOND    CLASS II
 NF1048
 NF1048.The horizontal coordinates were scaled from a topographic map and have
 NF1048.an estimated accuracy of +/- 6 seconds.
 NF1048
 NF1048.The orthometric height was determined by differential leveling
 NF1048.and adjusted by the National Geodetic Survey in June 1991..
 NF1048
 NF1048.The geoid height was determined by GEOID03.
 NF1048
 NF1048.The dynamic height is computed by dividing the NAVD 88
 NF1048.geopotential number by the normal gravity value computed on the
 NF1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1048.degrees latitude (g = 980.6199 gals.).
 NF1048
 NF1048.The modeled gravity was interpolated from observed gravity values.
 NF1048
 NF1048;                    North         East    Units  Estimated Accuracy
 NF1048;SPC MI S     -   142,670.    3,998,910.      MT  (+/- 180 meters Scaled)
 NF1048
 NF1048                          SUPERSEDED SURVEY CONTROL
 NF1048
 NF1048  NGVD 29 (??/??/92)  269.881  (m)          885.43   (f) ADJ UNCH    2 2
 NF1048
 NF1048.Superseded values are not recommended for survey control.
 NF1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1048.See file dsdata.txt to determine how the superseded data were derived.
 NF1048
 NF1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN143402(NAD 83)
 NF1048_MARKER: DE = TRAVERSE STATION DISK
 NF1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1048_STAMPING: 19017 1976 MDSHT
 NF1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1048+STABILITY: SURFACE MOTION
 NF1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1048+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2004
 NF1048
 NF1048  HISTORY     - Date     Condition        Report By
 NF1048  HISTORY     - 1976     MONUMENTED       MIDH
 NF1048  HISTORY     - 20040410 GOOD             GEOCAC
 NF1048
 NF1048                          STATION DESCRIPTION
 NF1048
 NF1048'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1048'3.0 MI SW FROM HASLETT.
 NF1048'CLINTON COUNTY, T5N, R1W, BATH TOWNSHIP, SECTION 25 FROM THE CORNER OF
 NF1048'TEMP I69 AND UPTON ROAD.  GO EASTERLY ON TEMPORARY I 69 1.15 MILES TO
 NF1048'STATION ON RIGHT.  STATION IS 83.0 FEET WEST NORTHWEST OF SOUTH END OF
 NF1048'RIGHT OF WAY FENCE, 43.5 FEET SOUTHEAST OF CENTERLINE OF TEMPORARY
 NF1048'I-69 EASTBOUND, 38.0 FEET NORTHEAST OF CENTERLINE OF STATE ROAD AND
 NF1048'5.5 FEET NORTH OF A METAL WITNESS POST.  A 3 1/4 INCH BRASS DISC SET
 NF1048'IN A 12 INCH CONCRETE POST FLUSH WITH GROUND LEVEL.
 NF1048
 NF1048                          STATION RECOVERY (2004)
 NF1048
 NF1048'RECOVERY NOTE BY GEOCACHING 2004 (CAZ)
 NF1048'THE MARK WAS FOUND PARTIALLY BURIED, BUT STILL IN GOOD SHAPE. HAD
 NF1048'RECENTLY BEEN RUN OVER. THERE IS NO LONGER A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1072 ***********************************************************************
 NF1072  DESIGNATION -  HCM 23005
 NF1072  PID         -  NF1072
 NF1072  STATE/COUNTY-  MI/EATON
 NF1072  USGS QUAD   -  NEEDMORE (1980)
 NF1072
 NF1072                         *CURRENT SURVEY CONTROL
 NF1072  ___________________________________________________________________
 NF1072* NAD 83(1986)-  42 40 42.     (N)    084 49 08.     (W)     SCALED    
 NF1072* NAVD 88     -       282.337  (meters)     926.30   (feet)  ADJUSTED  
 NF1072  ___________________________________________________________________
 NF1072  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NF1072  DYNAMIC HT  -         282.251 (meters)     926.02  (feet)  COMP
 NF1072  MODELED GRAV-     980,307.2   (mgal)                       NAVD 88
 NF1072
 NF1072  VERT ORDER  -  SECOND    CLASS II
 NF1072
 NF1072.The horizontal coordinates were scaled from a topographic map and have
 NF1072.an estimated accuracy of +/- 6 seconds.
 NF1072
 NF1072.The orthometric height was determined by differential leveling
 NF1072.and adjusted by the National Geodetic Survey in June 1991..
 NF1072
 NF1072.The geoid height was determined by GEOID03.
 NF1072
 NF1072.The dynamic height is computed by dividing the NAVD 88
 NF1072.geopotential number by the normal gravity value computed on the
 NF1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1072.degrees latitude (g = 980.6199 gals.).
 NF1072
 NF1072.The modeled gravity was interpolated from observed gravity values.
 NF1072
 NF1072;                    North         East    Units  Estimated Accuracy
 NF1072;SPC MI S     -   130,990.    3,962,940.      MT  (+/- 180 meters Scaled)
 NF1072
 NF1072                          SUPERSEDED SURVEY CONTROL
 NF1072
 NF1072  NGVD 29 (??/??/92)  282.458  (m)          926.70   (f) ADJ UNCH    2 2
 NF1072
 NF1072.Superseded values are not recommended for survey control.
 NF1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1072.See file dsdata.txt to determine how the superseded data were derived.
 NF1072
 NF1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN787274(NAD 83)
 NF1072_MARKER: DE = TRAVERSE STATION DISK
 NF1072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1072_STAMPING: MDSHT HCM 23005 1976
 NF1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1072+STABILITY: SURFACE MOTION
 NF1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1072+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2002
 NF1072
 NF1072  HISTORY     - Date     Condition        Report By
 NF1072  HISTORY     - 1976     MONUMENTED       MIDH
 NF1072  HISTORY     - 19941119 GOOD             USPSQD
 NF1072  HISTORY     - 20020830 GOOD             GEOCAC
 NF1072
 NF1072                          STATION DESCRIPTION
 NF1072
 NF1072'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1072'5.3 MI NW FROM POTTERVILLE.
 NF1072'IN EATON COUNTY, T3N R4W, BENTON TOWNSHIP, SECTION 6, FROM THE
 NF1072'INTERSECTION OF M-79 AND M-50 IN CHARLOTTE, GO NORTH 7.4 MILES ALONG
 NF1072'COCHRAN, TURN RIGHT AND GO EAST 1 MILE ALONG SANTEE HIGHWAY, TURN LEFT
 NF1072'AND GO NORTH 0.7 MILES ALONG BENTON ROAD TO THE BENCH ON THE LEFT, 33
 NF1072'FEET WEST OF CENTERLINE BENTON ROAD, 4 FEET SOUTH OF A POWER POLE, AND
 NF1072'2 FEET SOUTH OF A METAL WITNESS POST.  A STANDARD DISK, STAMPED MDSHT
 NF1072'HCM 23005 1976, SET IN A 12 INCH CONCRETE POST FLUSH WITH GROUND
 NF1072'SURFACE.  1 FEET ABOVE BENTON ROAD.  2 FEET S OF A WITNESS POST.
 NF1072
 NF1072                          STATION RECOVERY (1994)
 NF1072
 NF1072'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1072'RECOVERED IN GOOD CONDITION.
 NF1072
 NF1072                          STATION RECOVERY (2002)
 NF1072
 NF1072'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1072'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1078 ***********************************************************************
 NF1078  DESIGNATION -  HCM 23007
 NF1078  PID         -  NF1078
 NF1078  STATE/COUNTY-  MI/EATON
 NF1078  USGS QUAD   -  DIMONDALE (1973)
 NF1078
 NF1078                         *CURRENT SURVEY CONTROL
 NF1078  ___________________________________________________________________
 NF1078* NAD 83(1986)-  42 42 06.     (N)    084 44 23.     (W)     SCALED    
 NF1078* NAVD 88     -       270.528  (meters)     887.56   (feet)  ADJUSTED  
 NF1078  ___________________________________________________________________
 NF1078  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NF1078  DYNAMIC HT  -         270.447 (meters)     887.29  (feet)  COMP
 NF1078  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 NF1078
 NF1078  VERT ORDER  -  SECOND    CLASS II
 NF1078
 NF1078.The horizontal coordinates were scaled from a topographic map and have
 NF1078.an estimated accuracy of +/- 6 seconds.
 NF1078
 NF1078.The orthometric height was determined by differential leveling
 NF1078.and adjusted by the National Geodetic Survey in June 1991..
 NF1078
 NF1078.The geoid height was determined by GEOID03.
 NF1078
 NF1078.The dynamic height is computed by dividing the NAVD 88
 NF1078.geopotential number by the normal gravity value computed on the
 NF1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1078.degrees latitude (g = 980.6199 gals.).
 NF1078
 NF1078.The modeled gravity was interpolated from observed gravity values.
 NF1078
 NF1078;                    North         East    Units  Estimated Accuracy
 NF1078;SPC MI S     -   133,550.    3,969,440.      MT  (+/- 180 meters Scaled)
 NF1078
 NF1078                          SUPERSEDED SURVEY CONTROL
 NF1078
 NF1078  NGVD 29 (??/??/92)  270.653  (m)          887.97   (f) ADJ UNCH    2 2
 NF1078
 NF1078.Superseded values are not recommended for survey control.
 NF1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1078.See file dsdata.txt to determine how the superseded data were derived.
 NF1078
 NF1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN851301(NAD 83)
 NF1078_MARKER: DE = TRAVERSE STATION DISK
 NF1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1078_STAMPING: 23007 1976 MDSHT HCM
 NF1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1078+STABILITY: SURFACE MOTION
 NF1078
 NF1078  HISTORY     - Date     Condition        Report By
 NF1078  HISTORY     - 1976     MONUMENTED       MIDH
 NF1078  HISTORY     - 19941119 GOOD             USPSQD
 NF1078
 NF1078                          STATION DESCRIPTION
 NF1078
 NF1078'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1078'3.5 MI S FROM GRAND LEDGE.
 NF1078'IN EATON COUNTY, ONEIDA TOWNSHIP T4N, R4W, SECTION 26, FROM THE
 NF1078'INTERSECTION OF M - 43 AND M - 100 IN GRANDLEDGE, GO SOUTH ON N-100
 NF1078'2.7 MILES TO STATION ON RIGHT, 62 FEET NORTHWEST OF 23 INCH MAPLE,
 NF1078'38.6 FEET SOUTHWEST OF MAILBOX, 28 FEET WEST OF CENTERLINE HARTEL RD.
 NF1078'3.0 FEET NORTHEAST OF WITNESS POST.  A 3 1/2 INCH BRASS DISK STAMPED
 NF1078'23007 1976 MDSHT HCM.  04 FEET BELOW GROUND.
 NF1078
 NF1078                          STATION RECOVERY (1994)
 NF1078
 NF1078'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1069 ***********************************************************************
 NF1069  DESIGNATION -  HCM 23010
 NF1069  PID         -  NF1069
 NF1069  STATE/COUNTY-  MI/EATON
 NF1069  USGS QUAD   -  NEEDMORE (1980)
 NF1069
 NF1069                         *CURRENT SURVEY CONTROL
 NF1069  ___________________________________________________________________
 NF1069* NAD 83(1986)-  42 38 37.     (N)    084 48 10.     (W)     SCALED    
 NF1069* NAVD 88     -       283.217  (meters)     929.19   (feet)  ADJUSTED  
 NF1069  ___________________________________________________________________
 NF1069  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 NF1069  DYNAMIC HT  -         283.129 (meters)     928.90  (feet)  COMP
 NF1069  MODELED GRAV-     980,301.9   (mgal)                       NAVD 88
 NF1069
 NF1069  VERT ORDER  -  SECOND    CLASS II
 NF1069
 NF1069.The horizontal coordinates were scaled from a topographic map and have
 NF1069.an estimated accuracy of +/- 6 seconds.
 NF1069
 NF1069.The orthometric height was determined by differential leveling
 NF1069.and adjusted by the National Geodetic Survey in June 1991..
 NF1069
 NF1069.The geoid height was determined by GEOID03.
 NF1069
 NF1069.The dynamic height is computed by dividing the NAVD 88
 NF1069.geopotential number by the normal gravity value computed on the
 NF1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1069.degrees latitude (g = 980.6199 gals.).
 NF1069
 NF1069.The modeled gravity was interpolated from observed gravity values.
 NF1069
 NF1069;                    North         East    Units  Estimated Accuracy
 NF1069;SPC MI S     -   127,120.    3,964,240.      MT  (+/- 180 meters Scaled)
 NF1069
 NF1069                          SUPERSEDED SURVEY CONTROL
 NF1069
 NF1069  NGVD 29 (??/??/92)  283.337  (m)          929.58   (f) ADJ UNCH    2 2
 NF1069
 NF1069.Superseded values are not recommended for survey control.
 NF1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1069.See file dsdata.txt to determine how the superseded data were derived.
 NF1069
 NF1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN801235(NAD 83)
 NF1069_MARKER: DB = BENCH MARK DISK
 NF1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1069_STAMPING: MDSHT HCM 23010 1976
 NF1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1069+STABILITY: SURFACE MOTION
 NF1069
 NF1069  HISTORY     - Date     Condition        Report By
 NF1069  HISTORY     - 1976     MONUMENTED       MIDH
 NF1069  HISTORY     - 19950822 GOOD             USPSQD
 NF1069
 NF1069                          STATION DESCRIPTION
 NF1069
 NF1069'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1069'3.4 MI NW FROM POTTERVILLE.
 NF1069'IN EATON COUNTY, T3N R4W, BENTON TOWNSHIP, SECTION 17.  FROM THE
 NF1069'COURTHOUSE IN CHARLOTTE GO NORTH ALONG COCHRAN ROAD 5.2 MILES TO
 NF1069'GRESHAM HIGHWAY, TURN RIGHT AND GO EAST ON GRESHAM HIGHWAY 1.8 MILES
 NF1069'TO THE BENCH MARK ON THE LEFT.  THE BENCH IS 48.4 FEET NORTH OF A 4
 NF1069'FOOT WOVEN WIRE FENCE, AND 25.6 FEET NORTH OF CENTERLINE GRESHAM
 NF1069'HIGHWAY.  A 3 1/4 INCH BRASS DISK STAMPED MDSHT HCM 23010 1976.  SET
 NF1069'IN A 12 INCH CONCRETE POST FLUSH WITH GROUND SURFACE.  2 FEET ABOVE
 NF1069'GRESHAM HIGHWAY.  3 FEET S OF A WITNESS POST.
 NF1069
 NF1069                          STATION RECOVERY (1995)
 NF1069
 NF1069'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1082 ***********************************************************************
 NF1082  DESIGNATION -  HCM 23016
 NF1082  PID         -  NF1082
 NF1082  STATE/COUNTY-  MI/EATON
 NF1082  USGS QUAD   -  DIMONDALE (1973)
 NF1082
 NF1082                         *CURRENT SURVEY CONTROL
 NF1082  ___________________________________________________________________
 NF1082* NAD 83(1986)-  42 42 28.     (N)    084 40 54.     (W)     SCALED    
 NF1082* NAVD 88     -       268.152  (meters)     879.76   (feet)  ADJUSTED  
 NF1082  ___________________________________________________________________
 NF1082  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1082  DYNAMIC HT  -         268.073 (meters)     879.50  (feet)  COMP
 NF1082  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 NF1082
 NF1082  VERT ORDER  -  SECOND    CLASS II
 NF1082
 NF1082.The horizontal coordinates were scaled from a topographic map and have
 NF1082.an estimated accuracy of +/- 6 seconds.
 NF1082
 NF1082.The orthometric height was determined by differential leveling
 NF1082.and adjusted by the National Geodetic Survey in June 1991..
 NF1082
 NF1082.The geoid height was determined by GEOID03.
 NF1082
 NF1082.The dynamic height is computed by dividing the NAVD 88
 NF1082.geopotential number by the normal gravity value computed on the
 NF1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1082.degrees latitude (g = 980.6199 gals.).
 NF1082
 NF1082.The modeled gravity was interpolated from observed gravity values.
 NF1082
 NF1082;                    North         East    Units  Estimated Accuracy
 NF1082;SPC MI S     -   134,210.    3,974,200.      MT  (+/- 180 meters Scaled)
 NF1082
 NF1082                          SUPERSEDED SURVEY CONTROL
 NF1082
 NF1082  NGVD 29 (??/??/92)  268.280  (m)          880.18   (f) ADJ UNCH    2 2
 NF1082
 NF1082.Superseded values are not recommended for survey control.
 NF1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1082.See file dsdata.txt to determine how the superseded data were derived.
 NF1082
 NF1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN898309(NAD 83)
 NF1082_MARKER: DE = TRAVERSE STATION DISK
 NF1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1082_STAMPING: MDSHT HCM 23016 1976
 NF1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1082+STABILITY: SURFACE MOTION
 NF1082
 NF1082  HISTORY     - Date     Condition        Report By
 NF1082  HISTORY     - 1976     MONUMENTED       MIDH
 NF1082  HISTORY     - 19941119 GOOD             USPSQD
 NF1082
 NF1082                          STATION DESCRIPTION
 NF1082
 NF1082'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1082'4.5 MI SE FROM GRAND LEDGE.
 NF1082'IN EATON COUNTY, T4N R3W, DELTA TOWNSHIP, SECTION 28, FROM THE DELTA
 NF1082'TOWNSHIP OFFICES AT M-43 AND CANAL ROAD, GO SOUTH ON CANAL ROAD, TWO
 NF1082'MILES TO MT HOPE HIGHWAY, TURN RIGHT AND GO WEST ON MT HOPE HIGHWAY
 NF1082'ONE MILE TO GUINEA ROAD, TURN LEFT AND GO SOUTH ON GUINEA ROAD 0.3 MI
 NF1082'TO THE STATION ON THE LEFT, 16 FT EAST OF CENTER OF GUINEA ROAD, AND 5
 NF1082'FEET NORTHWEST OF A STEEL WITNESS POST.
 NF1082
 NF1082                          STATION RECOVERY (1994)
 NF1082
 NF1082'RECOVERY NOTE BY US POWER SQUADRON 1994
 NF1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1085 ***********************************************************************
 NF1085  DESIGNATION -  HCM 23020
 NF1085  PID         -  NF1085
 NF1085  STATE/COUNTY-  MI/EATON
 NF1085  USGS QUAD   -  DIMONDALE (1973)
 NF1085
 NF1085                         *CURRENT SURVEY CONTROL
 NF1085  ___________________________________________________________________
 NF1085* NAD 83(1986)-  42 44 33.     (N)    084 40 44.     (W)     SCALED    
 NF1085* NAVD 88     -       265.825  (meters)     872.13   (feet)  ADJUSTED  
 NF1085  ___________________________________________________________________
 NF1085  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF1085  DYNAMIC HT  -         265.748 (meters)     871.87  (feet)  COMP
 NF1085  MODELED GRAV-     980,325.7   (mgal)                       NAVD 88
 NF1085
 NF1085  VERT ORDER  -  SECOND    CLASS II
 NF1085
 NF1085.The horizontal coordinates were scaled from a topographic map and have
 NF1085.an estimated accuracy of +/- 6 seconds.
 NF1085
 NF1085.The orthometric height was determined by differential leveling
 NF1085.and adjusted by the National Geodetic Survey in June 1991..
 NF1085
 NF1085.The geoid height was determined by GEOID03.
 NF1085
 NF1085.The dynamic height is computed by dividing the NAVD 88
 NF1085.geopotential number by the normal gravity value computed on the
 NF1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1085.degrees latitude (g = 980.6199 gals.).
 NF1085
 NF1085.The modeled gravity was interpolated from observed gravity values.
 NF1085
 NF1085;                    North         East    Units  Estimated Accuracy
 NF1085;SPC MI S     -   138,060.    3,974,440.      MT  (+/- 180 meters Scaled)
 NF1085
 NF1085                          SUPERSEDED SURVEY CONTROL
 NF1085
 NF1085  NGVD 29 (??/??/92)  265.955  (m)          872.55   (f) ADJ UNCH    2 2
 NF1085
 NF1085.Superseded values are not recommended for survey control.
 NF1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1085.See file dsdata.txt to determine how the superseded data were derived.
 NF1085
 NF1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN899348(NAD 83)
 NF1085_MARKER: DE = TRAVERSE STATION DISK
 NF1085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1085_STAMPING: MDSHT HCM 23020 1976
 NF1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1085+STABILITY: SURFACE MOTION
 NF1085
 NF1085  HISTORY     - Date     Condition        Report By
 NF1085  HISTORY     - 1976     MONUMENTED       MIDH
 NF1085
 NF1085                          STATION DESCRIPTION
 NF1085
 NF1085'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1085'3.75 MI E FROM GRAND LEDGE.
 NF1085'IN EATON COUNTY, T4N R3W, DELTA TOWNSHIP, SECTION 9, IN THE NORTHEAST
 NF1085'QUADRANT OF THE INTERSECTION OF M 43 AND I96 WEST OF LANSING, TO REACH
 NF1085'MARK FROM WEST BOUND I96 AT BRIDGE OVER M43 GO NORTH ON WEST BOUND I96
 NF1085'TO JUST PAST THE WESTBOUND M43 EXIT RAMP TO BENCH MARK ON RIGHT, 54 FT
 NF1085'NORTH WEST OF THE CENTER OF A SIGN POST, 17.6 FT EAST OF THE EAST EDGE
 NF1085'OF WESTBOUND I96, 5.5 FT EAST NORTHEAST OF MILE MARKER 93. A STANDARD
 NF1085'DISK STAMPED MDSHT HCM 23020 1976.  5.0 FEET SE OF A WITNESS POST. 2
 NF1085'FEET BELOW WESTBOUND I-96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0969 ***********************************************************************
 NE0969  DESIGNATION -  HCM 44001 MIDH
 NE0969  PID         -  NE0969
 NE0969  STATE/COUNTY-  MI/LAPEER
 NE0969  USGS QUAD   -  ALMONT (1991)
 NE0969
 NE0969                         *CURRENT SURVEY CONTROL
 NE0969  ___________________________________________________________________
 NE0969* NAD 83(1986)-  42 59 33.     (N)    083 00 22.     (W)     SCALED    
 NE0969* NAVD 88     -       247.997  (meters)     813.64   (feet)  ADJUSTED  
 NE0969  ___________________________________________________________________
 NE0969  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0969  DYNAMIC HT  -         247.928 (meters)     813.41  (feet)  COMP
 NE0969  MODELED GRAV-     980,337.7   (mgal)                       NAVD 88
 NE0969
 NE0969  VERT ORDER  -  SECOND    CLASS II
 NE0969
 NE0969.The horizontal coordinates were scaled from a topographic map and have
 NE0969.an estimated accuracy of +/- 6 seconds.
 NE0969
 NE0969.The orthometric height was determined by differential leveling
 NE0969.and adjusted by the National Geodetic Survey in June 1991..
 NE0969
 NE0969.The geoid height was determined by GEOID03.
 NE0969
 NE0969.The dynamic height is computed by dividing the NAVD 88
 NE0969.geopotential number by the normal gravity value computed on the
 NE0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0969.degrees latitude (g = 980.6199 gals.).
 NE0969
 NE0969.The modeled gravity was interpolated from observed gravity values.
 NE0969
 NE0969;                    North         East    Units  Estimated Accuracy
 NE0969;SPC MI S     -   166,680.    4,110,940.      MT  (+/- 180 meters Scaled)
 NE0969
 NE0969                          SUPERSEDED SURVEY CONTROL
 NE0969
 NE0969.No superseded survey control is available for this station.
 NE0969
 NE0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH364619(NAD 83)
 NE0969_MARKER: DS = TRIANGULATION STATION DISK
 NE0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0969_SP_SET: CONCRETE POST
 NE0969_STAMPING: 44001 1977
 NE0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0969+STABILITY: SURFACE MOTION
 NE0969
 NE0969  HISTORY     - Date     Condition        Report By
 NE0969  HISTORY     - 1977     MONUMENTED       MIDH
 NE0969  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 NE0969
 NE0969                          STATION DESCRIPTION
 NE0969
 NE0969'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 NE0969'4.3 MI WSW FROM CAPAC.
 NE0969'LAPEER COUNTY T7N R12E, IMLAY TOWNSHIP, SECTION 36. FROM THE POST
 NE0969'OFFICE IN CAPAC, GO EAST 300 FEET TO CAPAC ROAD, GO SOUTH ALONG CAPAC
 NE0969'ROAD 2.1 MILES TO BURT ROAD, GO WEST ALONG BURT ROAD 4.1 MILES TO
 NE0969'GRAHAM ROAD, GO NORTH ALONG GRAHAM ROAD 0.7 MILES TO MARK ON RIGHT.
 NE0969'IT IS 148 FEET NORTHEAST OF A POWER POLE, 33.3 FEET EAST OF THE
 NE0969'CENTERLINE OF GRAHAM ROAD, AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
 NE0969'A STANDARD DISK STAMPED 44001 1977 SET IN TOP OF A 12 INCH CONCRETE
 NE0969'POST FLUSH WITH GROUND.
 NE0969
 NE0969                          STATION RECOVERY (1997)
 NE0969
 NE0969'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1053 ***********************************************************************
 NF1053  DESIGNATION -  HCM 76002
 NF1053  PID         -  NF1053
 NF1053  STATE/COUNTY-  MI/SHIAWASSEE
 NF1053  USGS QUAD   -  SHAFTSBURG (1972)
 NF1053
 NF1053                         *CURRENT SURVEY CONTROL
 NF1053  ___________________________________________________________________
 NF1053* NAD 83(1986)-  42 48 31.     (N)    084 18 37.     (W)     SCALED    
 NF1053* NAVD 88     -       270.352  (meters)     886.98   (feet)  ADJUSTED  
 NF1053  ___________________________________________________________________
 NF1053  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NF1053  DYNAMIC HT  -         270.284 (meters)     886.76  (feet)  COMP
 NF1053  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 NF1053
 NF1053  VERT ORDER  -  SECOND    CLASS II
 NF1053
 NF1053.The horizontal coordinates were scaled from a topographic map and have
 NF1053.an estimated accuracy of +/- 6 seconds.
 NF1053
 NF1053.The orthometric height was determined by differential leveling
 NF1053.and adjusted by the National Geodetic Survey in June 1991..
 NF1053
 NF1053.The geoid height was determined by GEOID03.
 NF1053
 NF1053.The dynamic height is computed by dividing the NAVD 88
 NF1053.geopotential number by the normal gravity value computed on the
 NF1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1053.degrees latitude (g = 980.6199 gals.).
 NF1053
 NF1053.The modeled gravity was interpolated from observed gravity values.
 NF1053
 NF1053;                    North         East    Units  Estimated Accuracy
 NF1053;SPC MI S     -   145,360.    4,004,610.      MT  (+/- 180 meters Scaled)
 NF1053
 NF1053                          SUPERSEDED SURVEY CONTROL
 NF1053
 NF1053  NGVD 29 (??/??/92)  270.485  (m)          887.42   (f) ADJ UNCH    2 2
 NF1053
 NF1053.Superseded values are not recommended for survey control.
 NF1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1053.See file dsdata.txt to determine how the superseded data were derived.
 NF1053
 NF1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN199430(NAD 83)
 NF1053_MARKER: Z = SEE DESCRIPTION
 NF1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1053_STAMPING: 76002 MDSHT 1976 HCM
 NF1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1053+STABILITY: SURFACE MOTION
 NF1053
 NF1053  HISTORY     - Date     Condition        Report By
 NF1053  HISTORY     - 1976     MONUMENTED       MIDH
 NF1053
 NF1053                          STATION DESCRIPTION
 NF1053
 NF1053'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1053'0.9 MI WNW FROM SHAFTSBURG.
 NF1053'MARK IS APPROXIMATELY 5.2 MILES WSW OF PERRY.  LOCATED IN SECTION 23
 NF1053'WOODHULL TOWNSHIP T5N, R1E SHIAWASSEE COUNTY.  MARK IS ON SOUTH SIDE
 NF1053'OF TEMPORARY I-69 APPROXIMATELY 1000 FEET EAST OF WARNER ROAD.  IT IS
 NF1053'42 FEET SOUTH OF THE CENTERLINE OF EB TEMPORARY I-69, 20 FEET NORTH OF
 NF1053'THE RIGHT-OF-WAY FENCE AND 17.5 FEET NNW OF A 24 INCH OAK TREE. THE
 NF1053'POST IS FLUSH WITH THE GROUND.  4.5 FEET NW OF A WITNESS POST.  1 FEET
 NF1053'BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1052 ***********************************************************************
 NF1052  DESIGNATION -  HCM 76003
 NF1052  PID         -  NF1052
 NF1052  STATE/COUNTY-  MI/SHIAWASSEE
 NF1052  USGS QUAD   -  SHAFTSBURG (1972)
 NF1052
 NF1052                         *CURRENT SURVEY CONTROL
 NF1052  ___________________________________________________________________
 NF1052* NAD 83(1986)-  42 48 16.     (N)    084 19 43.     (W)     SCALED    
 NF1052* NAVD 88     -       268.554  (meters)     881.08   (feet)  ADJUSTED  
 NF1052  ___________________________________________________________________
 NF1052  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NF1052  DYNAMIC HT  -         268.486 (meters)     880.86  (feet)  COMP
 NF1052  MODELED GRAV-     980,360.4   (mgal)                       NAVD 88
 NF1052
 NF1052  VERT ORDER  -  SECOND    CLASS II
 NF1052
 NF1052.The horizontal coordinates were scaled from a topographic map and have
 NF1052.an estimated accuracy of +/- 6 seconds.
 NF1052
 NF1052.The orthometric height was determined by differential leveling
 NF1052.and adjusted by the National Geodetic Survey in June 1991..
 NF1052
 NF1052.The geoid height was determined by GEOID03.
 NF1052
 NF1052.The dynamic height is computed by dividing the NAVD 88
 NF1052.geopotential number by the normal gravity value computed on the
 NF1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1052.degrees latitude (g = 980.6199 gals.).
 NF1052
 NF1052.The modeled gravity was interpolated from observed gravity values.
 NF1052
 NF1052;                    North         East    Units  Estimated Accuracy
 NF1052;SPC MI S     -   144,900.    4,003,110.      MT  (+/- 180 meters Scaled)
 NF1052
 NF1052                          SUPERSEDED SURVEY CONTROL
 NF1052
 NF1052  NGVD 29 (??/??/92)  268.686  (m)          881.51   (f) ADJ UNCH    2 2
 NF1052
 NF1052.Superseded values are not recommended for survey control.
 NF1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1052.See file dsdata.txt to determine how the superseded data were derived.
 NF1052
 NF1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN184425(NAD 83)
 NF1052_MARKER: DE = TRAVERSE STATION DISK
 NF1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1052_STAMPING: 76003 MDSHT 1976
 NF1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1052+STABILITY: SURFACE MOTION
 NF1052
 NF1052  HISTORY     - Date     Condition        Report By
 NF1052  HISTORY     - 1976     MONUMENTED       MIDH
 NF1052  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 NF1052
 NF1052                          STATION DESCRIPTION
 NF1052
 NF1052'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1052'2 MI W FROM SHAFTSBURG.
 NF1052'IN SHIAWASEE COUNTY T5N R1E, WOODHULL TOWNSHIP, SW 1/4 SECTION 22 ON
 NF1052'STATE RIGHT OF WAY.  TO REACH THE STATION FROM THE SHIAWASSEE-CLINTON
 NF1052'COUNTY LINE AT TEMPORARY I-69, GO EASTERLY ON TEMPORARY I-69 1.8 MILES
 NF1052'TO THE STATION ON THE LEFT, NORTH OF THE WEST BOUND LANES AND EAST OF
 NF1052'THE CONNECTOR AND BEARD ROAD TO THE WEST AS DESCRIBED.  IT IS 33 FEET
 NF1052'NORTH OF CENTERLINE WEST BOUND TEMPORARY I-69, 85 FEET SOUTHWEST OF
 NF1052'TELEPHONE POLE AND 6 FEET EAST OF WITNESS POST.  6 FEET E OF A WITNESS
 NF1052'POST.  ABOUT LEVEL WITH GROUND SURFACE.
 NF1052
 NF1052                          STATION RECOVERY (2001)
 NF1052
 NF1052'RECOVERY NOTE BY US POWER SQUADRON 2001 (BV)
 NF1052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1061 ***********************************************************************
 NF1061  DESIGNATION -  HCM 76006
 NF1061  PID         -  NF1061
 NF1061  STATE/COUNTY-  MI/SHIAWASSEE
 NF1061  USGS QUAD   -  PERRY (1972)
 NF1061
 NF1061                         *CURRENT SURVEY CONTROL
 NF1061  ___________________________________________________________________
 NF1061* NAD 83(1986)-  42 50 47.     (N)    084 11 23.     (W)     SCALED    
 NF1061* NAVD 88     -       267.718  (meters)     878.34   (feet)  ADJUSTED  
 NF1061  ___________________________________________________________________
 NF1061  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1061  DYNAMIC HT  -         267.653 (meters)     878.12  (feet)  COMP
 NF1061  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 NF1061
 NF1061  VERT ORDER  -  SECOND    CLASS II
 NF1061
 NF1061.The horizontal coordinates were scaled from a topographic map and have
 NF1061.an estimated accuracy of +/- 6 seconds.
 NF1061
 NF1061.The orthometric height was determined by differential leveling
 NF1061.and adjusted by the National Geodetic Survey in June 1991..
 NF1061
 NF1061.The geoid height was determined by GEOID03.
 NF1061
 NF1061.The dynamic height is computed by dividing the NAVD 88
 NF1061.geopotential number by the normal gravity value computed on the
 NF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1061.degrees latitude (g = 980.6199 gals.).
 NF1061
 NF1061.The modeled gravity was interpolated from observed gravity values.
 NF1061
 NF1061;                    North         East    Units  Estimated Accuracy
 NF1061;SPC MI S     -   149,570.    4,014,460.      MT  (+/- 180 meters Scaled)
 NF1061
 NF1061                          SUPERSEDED SURVEY CONTROL
 NF1061
 NF1061  NGVD 29 (??/??/92)  267.850  (m)          878.77   (f) ADJ UNCH    2 2
 NF1061
 NF1061.Superseded values are not recommended for survey control.
 NF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1061.See file dsdata.txt to determine how the superseded data were derived.
 NF1061
 NF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN296475(NAD 83)
 NF1061_MARKER: DE = TRAVERSE STATION DISK
 NF1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1061_STAMPING: HORIZONTAL CONTROL MARK 76006 MDSHT 1976
 NF1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1061+STABILITY: SURFACE MOTION
 NF1061
 NF1061  HISTORY     - Date     Condition        Report By
 NF1061  HISTORY     - 1976     MONUMENTED       MIDH
 NF1061  HISTORY     - 19950831 MARK NOT FOUND   USPSQD
 NF1061
 NF1061                          STATION DESCRIPTION
 NF1061
 NF1061'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1061'2.0 MI NE FROM PERRY.
 NF1061'THE STATION IS ABOUT 2 MILES NORTHWEST OF PERRY, 6 MILES SOUTHWEST OF
 NF1061'BANCROFT ON TEMP I-69 IN SHIAWASEE COUNTY, PERRY TOWNSHIP, T5N, R2E,
 NF1061'NE 1/4 SECTION 11 ON STATE RIGHT OF WAY.  TO REACH THE STATION FROM
 NF1061'THE INTERSECTION OF TEMP I-69 AND M-52 AT PERRY, GO EAST NORTHEAST ON
 NF1061'I-69 1.75 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.  THE STATION
 NF1061'IS 37 FEET SOUTH OF CENTER LINE NORTH BOUND I-69, 77 FEET NORTH OF ROW
 NF1061'FENCE, 38.5 FEET EAST OF PAVEMENT STATION STENCIL NO. 813+00, AND 5
 NF1061'FEET SOUTH OF WITNESS POST, AND MONUMENT IS FLUSH WITH GROUND SURFACE.
 NF1061
 NF1061                          STATION RECOVERY (1995)
 NF1061
 NF1061'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1054 ***********************************************************************
 NF1054  DESIGNATION -  HCM 76010
 NF1054  PID         -  NF1054
 NF1054  STATE/COUNTY-  MI/SHIAWASSEE
 NF1054  USGS QUAD   -  SHAFTSBURG (1972)
 NF1054
 NF1054                         *CURRENT SURVEY CONTROL
 NF1054  ___________________________________________________________________
 NF1054* NAD 83(1986)-  42 48 44.     (N)    084 17 52.     (W)     SCALED    
 NF1054* NAVD 88     -       268.351  (meters)     880.41   (feet)  ADJUSTED  
 NF1054  ___________________________________________________________________
 NF1054  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NF1054  DYNAMIC HT  -         268.284 (meters)     880.20  (feet)  COMP
 NF1054  MODELED GRAV-     980,363.4   (mgal)                       NAVD 88
 NF1054
 NF1054  VERT ORDER  -  SECOND    CLASS II
 NF1054
 NF1054.The horizontal coordinates were scaled from a topographic map and have
 NF1054.an estimated accuracy of +/- 6 seconds.
 NF1054
 NF1054.The orthometric height was determined by differential leveling
 NF1054.and adjusted by the National Geodetic Survey in June 1991..
 NF1054
 NF1054.The geoid height was determined by GEOID03.
 NF1054
 NF1054.The dynamic height is computed by dividing the NAVD 88
 NF1054.geopotential number by the normal gravity value computed on the
 NF1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1054.degrees latitude (g = 980.6199 gals.).
 NF1054
 NF1054.The modeled gravity was interpolated from observed gravity values.
 NF1054
 NF1054;                    North         East    Units  Estimated Accuracy
 NF1054;SPC MI S     -   145,760.    4,005,630.      MT  (+/- 180 meters Scaled)
 NF1054
 NF1054                          SUPERSEDED SURVEY CONTROL
 NF1054
 NF1054  NGVD 29 (??/??/92)  268.484  (m)          880.85   (f) ADJ UNCH    2 2
 NF1054
 NF1054.Superseded values are not recommended for survey control.
 NF1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1054.See file dsdata.txt to determine how the superseded data were derived.
 NF1054
 NF1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN209435(NAD 83)
 NF1054_MARKER: DE = TRAVERSE STATION DISK
 NF1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1054_STAMPING: 76010 MDSHT 1976
 NF1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1054+STABILITY: SURFACE MOTION
 NF1054
 NF1054  HISTORY     - Date     Condition        Report By
 NF1054  HISTORY     - 1976     MONUMENTED       MIDH
 NF1054
 NF1054                          STATION DESCRIPTION
 NF1054
 NF1054'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1054'0.5 MI NNW FROM SHAFTSBURG.
 NF1054'MARK IS APPROXIMATELY 4.5 MILES WSW OF PERRY.  LOCATED IN SECTION 23
 NF1054'WOODHULL TOWNSHIP T5N, R1E SHIAWASSEE COUNTY.  MARK IS ON THE NORTH
 NF1054'SIDE OF TEMPORARY I-69 APPROXIMATELY 1100 FEET WEST OF SHAFTSBURG
 NF1054'ROAD.  IT IS 44 FEET NORTH OF THE CENTERLINE OF WB TEMPORARY I-69 AND
 NF1054'49 FEET SW OF THE SOUTH END OF SIGNBOARD NO.6-0217.  POST IS FLUSH
 NF1054'WITH THE GROUND.  4.5 FEET N OF A WITNESS POST.  5 FEET BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1056 ***********************************************************************
 NF1056  DESIGNATION -  HCM 76012
 NF1056  PID         -  NF1056
 NF1056  STATE/COUNTY-  MI/SHIAWASSEE
 NF1056  USGS QUAD   -  SHAFTSBURG (1972)
 NF1056
 NF1056                         *CURRENT SURVEY CONTROL
 NF1056  ___________________________________________________________________
 NF1056* NAD 83(1986)-  42 49 15.     (N)    084 16 05.     (W)     SCALED    
 NF1056* NAVD 88     -       264.969  (meters)     869.32   (feet)  ADJUSTED  
 NF1056  ___________________________________________________________________
 NF1056  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF1056  DYNAMIC HT  -         264.904 (meters)     869.11  (feet)  COMP
 NF1056  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 NF1056
 NF1056  VERT ORDER  -  SECOND    CLASS II
 NF1056
 NF1056.The horizontal coordinates were scaled from a topographic map and have
 NF1056.an estimated accuracy of +/- 6 seconds.
 NF1056
 NF1056.The orthometric height was determined by differential leveling
 NF1056.and adjusted by the National Geodetic Survey in June 1991..
 NF1056
 NF1056.The geoid height was determined by GEOID03.
 NF1056
 NF1056.The dynamic height is computed by dividing the NAVD 88
 NF1056.geopotential number by the normal gravity value computed on the
 NF1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1056.degrees latitude (g = 980.6199 gals.).
 NF1056
 NF1056.The modeled gravity was interpolated from observed gravity values.
 NF1056
 NF1056;                    North         East    Units  Estimated Accuracy
 NF1056;SPC MI S     -   146,720.    4,008,060.      MT  (+/- 180 meters Scaled)
 NF1056
 NF1056                          SUPERSEDED SURVEY CONTROL
 NF1056
 NF1056  NGVD 29 (??/??/92)  265.102  (m)          869.76   (f) ADJ UNCH    2 2
 NF1056
 NF1056.Superseded values are not recommended for survey control.
 NF1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1056.See file dsdata.txt to determine how the superseded data were derived.
 NF1056
 NF1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN233445(NAD 83)
 NF1056_MARKER: DE = TRAVERSE STATION DISK
 NF1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1056_STAMPING: 76012 1976 MDSHT
 NF1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1056+STABILITY: SURFACE MOTION
 NF1056
 NF1056  HISTORY     - Date     Condition        Report By
 NF1056  HISTORY     - 1976     MONUMENTED       MIDH
 NF1056
 NF1056                          STATION DESCRIPTION
 NF1056
 NF1056'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1056'1.6 MI NE FROM SHAFTSBURG.
 NF1056'IN SHIAWASSEE COUNTY, T5N R2E, PERRY TOWNSHIP, SECTION 19, FROM THE
 NF1056'INTERSECTION OF M-52 AND TEMP I-69, GO WESTERLY ON TEMP I-69 2.8 MILES
 NF1056'TO THE STATION ON THE LEFT IN THE SOUTHWEST QUADRANT OF TEMP I-69 AND
 NF1056'BEARDSLEE ROAD, 54 FEET SOUTHEAST OF CENTER LINE EAST BOUND TEMP I-69,
 NF1056'53 FEET NORTHWEST OF CENTER LINE BEARDSLEE ROAD, 14.5 FEET WEST
 NF1056'SOUTHWEST OF TELEPHONE POLE, AND 4.5 FEET NORTHWEST OF WITNESS POST. A
 NF1056'3 1/4 INCH BRASS DISK, SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH
 NF1056'WITH GROUND SURFACE.  4.5 FEET NW OF A WITNESS POST. ABOUT LEVEL WITH
 NF1056'NBL TEMP I-69.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1057 ***********************************************************************
 NF1057  DESIGNATION -  HCM 76014
 NF1057  PID         -  NF1057
 NF1057  STATE/COUNTY-  MI/SHIAWASSEE
 NF1057  USGS QUAD   -  SHAFTSBURG (1972)
 NF1057
 NF1057                         *CURRENT SURVEY CONTROL
 NF1057  ___________________________________________________________________
 NF1057* NAD 83(1986)-  42 49 42.     (N)    084 15 15.     (W)     SCALED    
 NF1057* NAVD 88     -       264.515  (meters)     867.83   (feet)  ADJUSTED  
 NF1057  ___________________________________________________________________
 NF1057  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1057  DYNAMIC HT  -         264.450 (meters)     867.62  (feet)  COMP
 NF1057  MODELED GRAV-     980,367.3   (mgal)                       NAVD 88
 NF1057
 NF1057  VERT ORDER  -  SECOND    CLASS II
 NF1057
 NF1057.The horizontal coordinates were scaled from a topographic map and have
 NF1057.an estimated accuracy of +/- 6 seconds.
 NF1057
 NF1057.The orthometric height was determined by differential leveling
 NF1057.and adjusted by the National Geodetic Survey in June 1991..
 NF1057
 NF1057.The geoid height was determined by GEOID03.
 NF1057
 NF1057.The dynamic height is computed by dividing the NAVD 88
 NF1057.geopotential number by the normal gravity value computed on the
 NF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1057.degrees latitude (g = 980.6199 gals.).
 NF1057
 NF1057.The modeled gravity was interpolated from observed gravity values.
 NF1057
 NF1057;                    North         East    Units  Estimated Accuracy
 NF1057;SPC MI S     -   147,550.    4,009,200.      MT  (+/- 180 meters Scaled)
 NF1057
 NF1057                          SUPERSEDED SURVEY CONTROL
 NF1057
 NF1057  NGVD 29 (??/??/92)  264.648  (m)          868.27   (f) ADJ UNCH    2 2
 NF1057
 NF1057.Superseded values are not recommended for survey control.
 NF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1057.See file dsdata.txt to determine how the superseded data were derived.
 NF1057
 NF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN244454(NAD 83)
 NF1057_MARKER: DE = TRAVERSE STATION DISK
 NF1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1057_STAMPING: 76014 MDSHT 1976
 NF1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1057+STABILITY: SURFACE MOTION
 NF1057
 NF1057  HISTORY     - Date     Condition        Report By
 NF1057  HISTORY     - 1976     MONUMENTED       MIDH
 NF1057
 NF1057                          STATION DESCRIPTION
 NF1057
 NF1057'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1057'1.9 MI NW FROM PERRY.
 NF1057'IN SHIAWASSEE COUNTY, T5N R2E, PERRY TOWNSHIP, SECTION 17, FROM THE
 NF1057'INTERSECTION OF M-52 AND TEMP I-69, GO WESTERLY ON TEMP I-69 1.85
 NF1057'MILES TO THE STATION ON THE RIGHT, 38.7 FEET NORTH OF CENTER LINE WEST
 NF1057'BOUND TEMP I-69, 24.5 FEET SOUTH OF WOVEN WIRE FENCE, AND 4.5 FEET
 NF1057'NORTH OF WITNESS POST.  A 3 1/4 INCH BRASS DISK, SET IN THE TOP OF A
 NF1057'12 INCH CONCRETE POST FLUSH WITH GROUND SURFACE.  ABOUT LEVEL WITH SBL
 NF1057'TEMP I-69.  4.5 FEET N OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1058 ***********************************************************************
 NF1058  DESIGNATION -  HCM 76015
 NF1058  PID         -  NF1058
 NF1058  STATE/COUNTY-  MI/SHIAWASSEE
 NF1058  USGS QUAD   -  PERRY (1972)
 NF1058
 NF1058                         *CURRENT SURVEY CONTROL
 NF1058  ___________________________________________________________________
 NF1058* NAD 83(1986)-  42 50 02.     (N)    084 13 41.     (W)     SCALED    
 NF1058* NAVD 88     -       273.315  (meters)     896.70   (feet)  ADJUSTED  
 NF1058  ___________________________________________________________________
 NF1058  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NF1058  DYNAMIC HT  -         273.248 (meters)     896.48  (feet)  COMP
 NF1058  MODELED GRAV-     980,368.3   (mgal)                       NAVD 88
 NF1058
 NF1058  VERT ORDER  -  SECOND    CLASS II
 NF1058
 NF1058.The horizontal coordinates were scaled from a topographic map and have
 NF1058.an estimated accuracy of +/- 6 seconds.
 NF1058
 NF1058.The orthometric height was determined by differential leveling
 NF1058.and adjusted by the National Geodetic Survey in June 1991..
 NF1058
 NF1058.The geoid height was determined by GEOID03.
 NF1058
 NF1058.The dynamic height is computed by dividing the NAVD 88
 NF1058.geopotential number by the normal gravity value computed on the
 NF1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1058.degrees latitude (g = 980.6199 gals.).
 NF1058
 NF1058.The modeled gravity was interpolated from observed gravity values.
 NF1058
 NF1058;                    North         East    Units  Estimated Accuracy
 NF1058;SPC MI S     -   148,170.    4,011,330.      MT  (+/- 180 meters Scaled)
 NF1058
 NF1058                          SUPERSEDED SURVEY CONTROL
 NF1058
 NF1058  NGVD 29 (??/??/92)  273.448  (m)          897.14   (f) ADJ UNCH    2 2
 NF1058
 NF1058.Superseded values are not recommended for survey control.
 NF1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1058.See file dsdata.txt to determine how the superseded data were derived.
 NF1058
 NF1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN265460(NAD 83)
 NF1058_MARKER: DE = TRAVERSE STATION DISK
 NF1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1058_STAMPING: MDSHT HCM 76015 1976
 NF1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1058+STABILITY: SURFACE MOTION
 NF1058
 NF1058  HISTORY     - Date     Condition        Report By
 NF1058  HISTORY     - 1976     MONUMENTED       MIDH
 NF1058
 NF1058                          STATION DESCRIPTION
 NF1058
 NF1058'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1058'0.7 MI NW FROM PERRY.
 NF1058'IN SHIAWASSEE COUNTY, T5N R2E, PERRY TOWNSHIP, SECTION 16, FROM THE
 NF1058'INTERSECTION OF TEMP I-69 AND M-52, GO WESTERLY ON TEMP I-69 0.45
 NF1058'MILES TO THE STATION ON THE LEFT, 59 FEET NORTHEAST OF THE NORTHWEST
 NF1058'CORNER OF BRICK HOUSE, 51.5 FEET SOUTH OF CENTER LINE EAST BOUND TEMP
 NF1058'I 69, AND 51 FEET NORTHWEST OF POWER POLE.  A 3 1/4 INCH BRASS DISK,
 NF1058'STAMPED 76015 1976 SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH
 NF1058'WITH GROUND SURFACE.  5 FEET ABOVE NBL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1060 ***********************************************************************
 NF1060  DESIGNATION -  HCM 76016
 NF1060  PID         -  NF1060
 NF1060  STATE/COUNTY-  MI/SHIAWASSEE
 NF1060  USGS QUAD   -  PERRY (1972)
 NF1060
 NF1060                         *CURRENT SURVEY CONTROL
 NF1060  ___________________________________________________________________
 NF1060* NAD 83(1986)-  42 50 26.     (N)    084 12 01.     (W)     SCALED    
 NF1060* NAVD 88     -       268.507  (meters)     880.93   (feet)  ADJUSTED  
 NF1060  ___________________________________________________________________
 NF1060  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF1060  DYNAMIC HT  -         268.441 (meters)     880.71  (feet)  COMP
 NF1060  MODELED GRAV-     980,369.0   (mgal)                       NAVD 88
 NF1060
 NF1060  VERT ORDER  -  SECOND    CLASS II
 NF1060
 NF1060.The horizontal coordinates were scaled from a topographic map and have
 NF1060.an estimated accuracy of +/- 6 seconds.
 NF1060
 NF1060.The orthometric height was determined by differential leveling
 NF1060.and adjusted by the National Geodetic Survey in June 1991..
 NF1060
 NF1060.The geoid height was determined by GEOID03.
 NF1060
 NF1060.The dynamic height is computed by dividing the NAVD 88
 NF1060.geopotential number by the normal gravity value computed on the
 NF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1060.degrees latitude (g = 980.6199 gals.).
 NF1060
 NF1060.The modeled gravity was interpolated from observed gravity values.
 NF1060
 NF1060;                    North         East    Units  Estimated Accuracy
 NF1060;SPC MI S     -   148,920.    4,013,600.      MT  (+/- 180 meters Scaled)
 NF1060
 NF1060                          SUPERSEDED SURVEY CONTROL
 NF1060
 NF1060  NGVD 29 (??/??/92)  268.639  (m)          881.36   (f) ADJ UNCH    2 2
 NF1060
 NF1060.Superseded values are not recommended for survey control.
 NF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1060.See file dsdata.txt to determine how the superseded data were derived.
 NF1060
 NF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN287469(NAD 83)
 NF1060_MARKER: DB = BENCH MARK DISK
 NF1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1060_STAMPING: 76016 MDSHT 1976
 NF1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1060+STABILITY: SURFACE MOTION
 NF1060
 NF1060  HISTORY     - Date     Condition        Report By
 NF1060  HISTORY     - 1976     MONUMENTED       MIDH
 NF1060
 NF1060                          STATION DESCRIPTION
 NF1060
 NF1060'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NF1060'1.0 MI NW FROM MORRICE.
 NF1060'IN SHIAWASSEE COUNTY, T5N R2E, PERRY TOWNSHIP, SECTION 11, FROM THE
 NF1060'INTERSECTION OF TEMP I-69 AND M-52, GO EASTERLY ON TEMP I-69 1 MILE TO
 NF1060'THE STATION ON THE RIGHT, LOCATED IN THE NORTHEAST QUADRANT OF
 NF1060'EASTBOUND TEMP I-69 AND LANSING ROAD, 31 FEET SOUTH OF CENTERLINE
 NF1060'EASTBOUND TEMP I-69, 21 FEET NORTH OF CENTERLINE LANSING ROAD, AND 4
 NF1060'FEET NORTH OF METAL WITNESS POST.  A 3 1/4 INCH BRASS DISK STAMPED
 NF1060'76016 MDSHTM1976, SET IN THE TOP OF A 12 INCH CONCRETE POST FLUSH WITH
 NF1060'GROUND SURFACE.  4 FEET N OF A WITNESS POST.  2 FEET BELOW ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0977 ***********************************************************************
 NE0977  DESIGNATION -  HCM 77005 MIDH
 NE0977  PID         -  NE0977
 NE0977  STATE/COUNTY-  MI/ST CLAIR
 NE0977  USGS QUAD   -  MEMPHIS (1991)
 NE0977
 NE0977                         *CURRENT SURVEY CONTROL
 NE0977  ___________________________________________________________________
 NE0977* NAD 83(1986)-  42 59 00.     (N)    082 50 38.     (W)     SCALED    
 NE0977* NAVD 88     -       246.383  (meters)     808.34   (feet)  ADJUSTED  
 NE0977  ___________________________________________________________________
 NE0977  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE0977  DYNAMIC HT  -         246.318 (meters)     808.13  (feet)  COMP
 NE0977  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 NE0977
 NE0977  VERT ORDER  -  SECOND    CLASS II
 NE0977
 NE0977.The horizontal coordinates were scaled from a topographic map and have
 NE0977.an estimated accuracy of +/- 6 seconds.
 NE0977
 NE0977.The orthometric height was determined by differential leveling
 NE0977.and adjusted by the National Geodetic Survey in June 1991..
 NE0977
 NE0977.The geoid height was determined by GEOID03.
 NE0977
 NE0977.The dynamic height is computed by dividing the NAVD 88
 NE0977.geopotential number by the normal gravity value computed on the
 NE0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0977.degrees latitude (g = 980.6199 gals.).
 NE0977
 NE0977.The modeled gravity was interpolated from observed gravity values.
 NE0977
 NE0977;                    North         East    Units  Estimated Accuracy
 NE0977;SPC MI S     -   165,890.    4,124,180.      MT  (+/- 180 meters Scaled)
 NE0977
 NE0977                          SUPERSEDED SURVEY CONTROL
 NE0977
 NE0977.No superseded survey control is available for this station.
 NE0977
 NE0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH496606(NAD 83)
 NE0977_MARKER: DS = TRIANGULATION STATION DISK
 NE0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0977_SP_SET: CONCRETE POST
 NE0977_STAMPING: 77005 1976
 NE0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0977+STABILITY: SURFACE MOTION
 NE0977
 NE0977  HISTORY     - Date     Condition        Report By
 NE0977  HISTORY     - 1976     MONUMENTED       MIDH
 NE0977
 NE0977                          STATION DESCRIPTION
 NE0977
 NE0977'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NE0977'4.0 MI WEST FROM EMMETT.
 NE0977'ST.CLAIR COUNTY, T6N R14E, RILEY TOWNSHIP, SECTION 6. FROM THE POST
 NE0977'OFFICE IN EMMETT, GO SOUTH ALONG STATE HIGHWAY 19 0.2 MILE TO BURT
 NE0977'ROAD, GO WEST ALONG BURT ROAD 3.9 MILES TO RILEY CENTER ROAD, GO SOUTH
 NE0977'ALONG RILEY CENTER ROAD 0.1 MILE TO MARK ON RIGHT. IT IS 135.8 FEET
 NE0977'NORTH OF POWER POLE, 106 FEET SOUTHWEST OF POWER POLE, 35 FEET WEST OF
 NE0977'CENTERLINE OF RILEY CENTER ROAD AND 4 FEET SOUTH OF METAL WITNESS POST
 NE0977'A STANDARD DISK STAMPED 77005 1976 SET IN TOP OF 12 INCH CONCRETE POST
 NE0977'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0978 ***********************************************************************
 NE0978  DESIGNATION -  HCM 77005 MIDH AZ MK 2
 NE0978  PID         -  NE0978
 NE0978  STATE/COUNTY-  MI/ST CLAIR
 NE0978  USGS QUAD   -  MEMPHIS (1991)
 NE0978
 NE0978                         *CURRENT SURVEY CONTROL
 NE0978  ___________________________________________________________________
 NE0978* NAD 83(1986)-  42 59 06.     (N)    082 49 42.     (W)     SCALED    
 NE0978* NAVD 88     -       242.056  (meters)     794.15   (feet)  ADJUSTED  
 NE0978  ___________________________________________________________________
 NE0978  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0978  DYNAMIC HT  -         241.992 (meters)     793.94  (feet)  COMP
 NE0978  MODELED GRAV-     980,350.9   (mgal)                       NAVD 88
 NE0978
 NE0978  VERT ORDER  -  SECOND    CLASS II
 NE0978
 NE0978.The horizontal coordinates were scaled from a topographic map and have
 NE0978.an estimated accuracy of +/- 6 seconds.
 NE0978
 NE0978.The orthometric height was determined by differential leveling
 NE0978.and adjusted by the National Geodetic Survey in June 1991..
 NE0978
 NE0978.The geoid height was determined by GEOID03.
 NE0978
 NE0978.The dynamic height is computed by dividing the NAVD 88
 NE0978.geopotential number by the normal gravity value computed on the
 NE0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0978.degrees latitude (g = 980.6199 gals.).
 NE0978
 NE0978.The modeled gravity was interpolated from observed gravity values.
 NE0978
 NE0978;                    North         East    Units  Estimated Accuracy
 NE0978;SPC MI S     -   166,100.    4,125,450.      MT  (+/- 180 meters Scaled)
 NE0978
 NE0978                          SUPERSEDED SURVEY CONTROL
 NE0978
 NE0978.No superseded survey control is available for this station.
 NE0978
 NE0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH509607(NAD 83)
 NE0978_MARKER: DR = REFERENCE MARK DISK
 NE0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0978_SP_SET: CONCRETE POST
 NE0978_STAMPING: 77005 1976 AZ 2
 NE0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0978+STABILITY: SURFACE MOTION
 NE0978
 NE0978  HISTORY     - Date     Condition        Report By
 NE0978  HISTORY     - 1976     MONUMENTED       MIDH
 NE0978
 NE0978                          STATION DESCRIPTION
 NE0978
 NE0978'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NE0978'3.2 MI WEST FROM EMMETT.
 NE0978'THE BENCH MARK IS LOCATED IN ST.CLAIR COUNTY, T7N R14E, EMMETT
 NE0978'TOWNSHIP, SECTION 33. FROM THE POST OFFICE IN EMMETT, GO SOUTH ALONG
 NE0978'STATE HIGHWAY 19 A DISTANCE OF 0.2 MILES TO BURT ROAD, GO WEST ALONG
 NE0978'BURT ROAD 3.2 MILES TO MARK IN THE NORTHEAST QUADRANT OF BURT AND
 NE0978'QUAIN ROADS. THE MARK IS 124 FEET SOUTH OF A 14 INCH HICKORY NUT TREE,
 NE0978'52.5 FEET NORTH OF A TELEPHONE POLE, 42.7 FEET EAST OF A CONCRETE POST
 NE0978'29 FEET EAST OF THE CENTERLINE OF QUAIN ROAD, 25 FEET NORTH OF BURT
 NE0978'ROAD CENTERLINE AND 4 FEET WEST OF A METAL WITNESS POST. A STANDARD
 NE0978'DISK,STAMPED 77005 1976 AZ 2,SET IN A 12 INCH CONCRETE POST, SET FLUSH
 NE0978'WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0993 ***********************************************************************
 NE0993  DESIGNATION -  HCM 77007 MIDH
 NE0993  PID         -  NE0993
 NE0993  STATE/COUNTY-  MI/ST CLAIR
 NE0993  USGS QUAD   -  SMITHS CREEK (1991)
 NE0993
 NE0993                         *CURRENT SURVEY CONTROL
 NE0993  ___________________________________________________________________
 NE0993* NAD 83(1986)-  42 58 31.     (N)    082 36 13.     (W)     SCALED    
 NE0993* NAVD 88     -       202.285  (meters)     663.66   (feet)  ADJUSTED  
 NE0993  ___________________________________________________________________
 NE0993  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE0993  DYNAMIC HT  -         202.234 (meters)     663.50  (feet)  COMP
 NE0993  MODELED GRAV-     980,366.4   (mgal)                       NAVD 88
 NE0993
 NE0993  VERT ORDER  -  SECOND    CLASS II
 NE0993
 NE0993.The horizontal coordinates were scaled from a topographic map and have
 NE0993.an estimated accuracy of +/- 6 seconds.
 NE0993
 NE0993.The orthometric height was determined by differential leveling
 NE0993.and adjusted by the National Geodetic Survey in June 1991..
 NE0993
 NE0993.The geoid height was determined by GEOID03.
 NE0993
 NE0993.The dynamic height is computed by dividing the NAVD 88
 NE0993.geopotential number by the normal gravity value computed on the
 NE0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0993.degrees latitude (g = 980.6199 gals.).
 NE0993
 NE0993.The modeled gravity was interpolated from observed gravity values.
 NE0993
 NE0993;                    North         East    Units  Estimated Accuracy
 NE0993;SPC MI S     -   165,380.    4,143,800.      MT  (+/- 180 meters Scaled)
 NE0993
 NE0993                          SUPERSEDED SURVEY CONTROL
 NE0993
 NE0993.No superseded survey control is available for this station.
 NE0993
 NE0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH692593(NAD 83)
 NE0993_MARKER: DS = TRIANGULATION STATION DISK
 NE0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0993_SP_SET: CONCRETE POST
 NE0993_STAMPING: 77007 1976
 NE0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0993+STABILITY: SURFACE MOTION
 NE0993
 NE0993  HISTORY     - Date     Condition        Report By
 NE0993  HISTORY     - 1976     MONUMENTED       MIDH
 NE0993  HISTORY     - 20060409 MARK NOT FOUND   USPSQD
 NE0993
 NE0993                          STATION DESCRIPTION
 NE0993
 NE0993'DESCRIBED BY MI DEPT OF HIGHWAYS 1976
 NE0993'3.0 MI WSW FROM WADHAMS.
 NE0993'IN ST. CLAIR COUNTY, T6N R16E, KIMBALL TOWNSHIP SECTION 8. FROM THE
 NE0993'INTERSECTION OF STATE HIGHWAY 21 AND ENGLISH ROAD, GO SOUTH ALONG
 NE0993'ENGLISH ROAD 1.0 MILES TO FLINCHBAUGH ROAD, GO EAST ON FLINCHBAUGH
 NE0993'ROAD 0.25 MILES TO SUNNYSIDE ROAD GO SOUTH ON SUNNYSIDE ROAD TO THE
 NE0993'GRAND TRUNK RAILROAD TRACKS. THE MARK IS LOCATED IN THE SOUTHEAST
 NE0993'QUADRANT OF SUNNYSIDE ROAD AND THE GTWRR IT IS 30.5 FEET NORTHWEST OF
 NE0993'A FENCE CORNER POST, 21.9 FEET SOUTH OF CENTERLINE OF GTWRR TRACKS, 16
 NE0993'FEET EAST OF CENTERLINE SUNNYSIDE ROAD, 4.4 FEET SOUTH OF A METAL
 NE0993'WITNESS POST AND 3.5 FEET SOUTHWEST OF A RAILROAD CROSSING SIGN. A
 NE0993'STANDARD DISK STAMPED 77007 1976 SET IN A 12 INCH CONCRETE POST.
 NE0993
 NE0993                          STATION RECOVERY (2006)
 NE0993
 NE0993'RECOVERY NOTE BY US POWER SQUADRON 2006 (DAB)
 NE0993'WITNESS POST WAS ON THE GROUND, BUT COULD NOT LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0989 ***********************************************************************
 NE0989  DESIGNATION -  HCM 77009 MIDH AZ MK
 NE0989  PID         -  NE0989
 NE0989  STATE/COUNTY-  MI/ST CLAIR
 NE0989  USGS QUAD   -  GOODELLS (1991)
 NE0989
 NE0989                         *CURRENT SURVEY CONTROL
 NE0989  ___________________________________________________________________
 NE0989* NAD 83(1986)-  42 58 03.     (N)    082 39 52.     (W)     SCALED    
 NE0989* NAVD 88     -       213.785  (meters)     701.39   (feet)  ADJUSTED  
 NE0989  ___________________________________________________________________
 NE0989  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE0989  DYNAMIC HT  -         213.731 (meters)     701.22  (feet)  COMP
 NE0989  MODELED GRAV-     980,362.2   (mgal)                       NAVD 88
 NE0989
 NE0989  VERT ORDER  -  SECOND    CLASS II
 NE0989
 NE0989.The horizontal coordinates were scaled from a topographic map and have
 NE0989.an estimated accuracy of +/- 6 seconds.
 NE0989
 NE0989.The orthometric height was determined by differential leveling
 NE0989.and adjusted by the National Geodetic Survey in June 1991..
 NE0989
 NE0989.The geoid height was determined by GEOID03.
 NE0989
 NE0989.The dynamic height is computed by dividing the NAVD 88
 NE0989.geopotential number by the normal gravity value computed on the
 NE0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0989.degrees latitude (g = 980.6199 gals.).
 NE0989
 NE0989.The modeled gravity was interpolated from observed gravity values.
 NE0989
 NE0989;                    North         East    Units  Estimated Accuracy
 NE0989;SPC MI S     -   164,410.    4,138,850.      MT  (+/- 180 meters Scaled)
 NE0989
 NE0989                          SUPERSEDED SURVEY CONTROL
 NE0989
 NE0989.No superseded survey control is available for this station.
 NE0989
 NE0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH642585(NAD 83)
 NE0989_MARKER: DR = REFERENCE MARK DISK
 NE0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0989_SP_SET: CONCRETE POST
 NE0989_STAMPING: 77009 1977 AZ MK
 NE0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0989+STABILITY: SURFACE MOTION
 NE0989
 NE0989  HISTORY     - Date     Condition        Report By
 NE0989  HISTORY     - 1977     MONUMENTED       MIDH
 NE0989  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 NE0989
 NE0989                          STATION DESCRIPTION
 NE0989
 NE0989'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 NE0989'1.0 MI SOUTH FROM GOODELLS.
 NE0989'THE BENCH MARK IS LOCATED IN ST.CLAIR COUNTY, T6N R15E, WALES TOWNSHIP
 NE0989'SECTION 10 FROM THE POST OFFICE IN GOODELLS, GO SOUTH ALONG GOODELLS
 NE0989'ROAD 1.0 MILES TO SPARLING ROAD. MARK IS IN THE SOUTHWEST QUADRANT OF
 NE0989'THE INTERSECTION OF GOODELLS ROAD AND SPARLING ROAD IT IS 69.9 FEET
 NE0989'SOUTHEAST OF A 30 INCH MAPLE TREE, 43.8 FEET WEST OF CENTERLINE OF
 NE0989'GOODELLS ROAD, 25.7 FEET SOUTH OF CENTERLINE OF SPARLING ROAD, 13.6
 NE0989'FEET WEST NORTHWEST OF A POWER POLE AND 3.9 FEET WEST OF METAL WITNESS
 NE0989'POST. SET IN TOP OF A 12 INCH CONCRETE POST FLUSH WITH GROUND
 NE0989
 NE0989                          STATION RECOVERY (1999)
 NE0989
 NE0989'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0989'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0985 ***********************************************************************
 NE0985  DESIGNATION -  HCM 77010 MIDH
 NE0985  PID         -  NE0985
 NE0985  STATE/COUNTY-  MI/ST CLAIR
 NE0985  USGS QUAD   -  GOODELLS (1991)
 NE0985
 NE0985                         *CURRENT SURVEY CONTROL
 NE0985  ___________________________________________________________________
 NE0985* NAD 83(1986)-  42 57 54.     (N)    082 43 28.     (W)     SCALED    
 NE0985* NAVD 88     -       225.148  (meters)     738.67   (feet)  ADJUSTED  
 NE0985  ___________________________________________________________________
 NE0985  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 NE0985  DYNAMIC HT  -         225.090 (meters)     738.48  (feet)  COMP
 NE0985  MODELED GRAV-     980,357.4   (mgal)                       NAVD 88
 NE0985
 NE0985  VERT ORDER  -  SECOND    CLASS II
 NE0985
 NE0985.The horizontal coordinates were scaled from a topographic map and have
 NE0985.an estimated accuracy of +/- 6 seconds.
 NE0985
 NE0985.The orthometric height was determined by differential leveling
 NE0985.and adjusted by the National Geodetic Survey in June 1991..
 NE0985
 NE0985.The geoid height was determined by GEOID03.
 NE0985
 NE0985.The dynamic height is computed by dividing the NAVD 88
 NE0985.geopotential number by the normal gravity value computed on the
 NE0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0985.degrees latitude (g = 980.6199 gals.).
 NE0985
 NE0985.The modeled gravity was interpolated from observed gravity values.
 NE0985
 NE0985;                    North         East    Units  Estimated Accuracy
 NE0985;SPC MI S     -   164,040.    4,133,960.      MT  (+/- 180 meters Scaled)
 NE0985
 NE0985                          SUPERSEDED SURVEY CONTROL
 NE0985
 NE0985.No superseded survey control is available for this station.
 NE0985
 NE0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH593583(NAD 83)
 NE0985_MARKER: DS = TRIANGULATION STATION DISK
 NE0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0985_SP_SET: CONCRETE POST
 NE0985_STAMPING: 77010 1977
 NE0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0985+STABILITY: SURFACE MOTION
 NE0985
 NE0985  HISTORY     - Date     Condition        Report By
 NE0985  HISTORY     - 1977     MONUMENTED       MIDH
 NE0985  HISTORY     - 19991211 GOOD             USPSQD
 NE0985
 NE0985                          STATION DESCRIPTION
 NE0985
 NE0985'DESCRIBED BY MI DEPT OF HIGHWAYS 1977
 NE0985'3.0 MI SE FROM EMMETT.
 NE0985'ST.CLAIR COUNTY, T6N R15E, WALES TOWNSHIP, SECTION 8. FROM THE POST
 NE0985'OFFICE IN EMMETT, GO SOUTH ALONG STATE HIGHWAY 19 1.4 MILES TO DUNN
 NE0985'ROAD, GO EAST ALONG DUNN ROAD 2.0 MILES TO FOX ROAD, GO SOUTH ALONG
 NE0985'FOX ROAD 0.5 MILE TO MARK ON LEFT. IT IS 173 FEET NORTH OF CENTERLINE
 NE0985'OF SPARLING ROAD, 47.3 FEET EAST OF WEST RIGHT OF WAY FENCE, 21.4 FEET
 NE0985'EAST OF CENTERLINE OF FOX ROAD AND 4.2 FEET SOUTH OF METAL WITNESS
 NE0985'POST. A STANDARD DISK STAMPED 77010 1977 SET IN TOP OF A 12 INCH
 NE0985'CONCRETE POST FLUSH WITH GROUND.
 NE0985
 NE0985                          STATION RECOVERY (1999)
 NE0985
 NE0985'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0985'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0213 ***********************************************************************
 QJ0213  DESIGNATION -  HEAD
 QJ0213  PID         -  QJ0213
 QJ0213  STATE/COUNTY-  MI/CHIPPEWA
 QJ0213  USGS QUAD   -  
 QJ0213
 QJ0213                         *CURRENT SURVEY CONTROL
 QJ0213  ___________________________________________________________________
 QJ0213* NAD 83(1994)-  45 58 47.38362(N)    083 28 35.71330(W)     ADJUSTED  
 QJ0213* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 QJ0213  ___________________________________________________________________
 QJ0213  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 QJ0213  GEOID HEIGHT-         -37.28  (meters)                     GEOID03
 QJ0213
 QJ0213  HORZ ORDER  -  THIRD
 QJ0213
 QJ0213.The horizontal coordinates were established by classical geodetic methods
 QJ0213.and adjusted by the National Geodetic Survey in February 1997..
 QJ0213
 QJ0213.The orthometric height was scaled from a topographic map.
 QJ0213
 QJ0213.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0213
 QJ0213.The geoid height was determined by GEOID03.
 QJ0213
 QJ0213;                    North         East     Units Scale Factor Converg.
 QJ0213;SPC MI N     -   139,049.859 8,272,921.800   MT  0.99991697   +2 32 48.1
 QJ0213;SPC MI N     -   456,200.32 27,142,131.89   iFT  0.99991697   +2 32 48.1
 QJ0213;SPC MI C     -   296,326.613 6,068,977.468   MT  1.00007679   +0 37 43.5
 QJ0213;SPC MI C     -   972,200.17 19,911,343.40   iFT  1.00007679   +0 37 43.5
 QJ0213;UTM  17      - 5,094,788.628   308,164.430   MT  1.00005243   -1 46 53.2
 QJ0213
 QJ0213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0213!SPC MI N     -   0.99997826  x   0.99991697  =   0.99989523
 QJ0213!SPC MI C     -   0.99997826  x   1.00007679  =   1.00005505
 QJ0213!UTM  17      -   0.99997826  x   1.00005243  =   1.00003069
 QJ0213
 QJ0213:                Primary Azimuth Mark                     Grid Az
 QJ0213:SPC MI N     -  MONK IBC 1944                            080 19 55.3
 QJ0213:SPC MI C     -  MONK IBC 1944                            082 14 59.9
 QJ0213:UTM  17      -  MONK IBC 1944                            084 39 36.6
 QJ0213
 QJ0213|---------------------------------------------------------------------|
 QJ0213| PID    Reference Object                     Distance      Geod. Az  |
 QJ0213|                                                           dddmmss.s |
 QJ0213| QJ0206 MONK IBC 1944                       APPROX. 5.1 KM 0825243.4 |
 QJ0213| CH1246 HEAD RM 1                            31.074 METERS 28623     |
 QJ0213| CH1247 HEAD RM 2                            33.497 METERS 34142     |
 QJ0213|---------------------------------------------------------------------|
 QJ0213
 QJ0213                          SUPERSEDED SURVEY CONTROL
 QJ0213
 QJ0213  NAD 83(1986)-  45 58 47.36846(N)    083 28 35.71925(W) AD(       ) 3
 QJ0213  NAD 27      -  45 58 47.29300(N)    083 28 35.73400(W) AD(       ) 3
 QJ0213
 QJ0213.Superseded values are not recommended for survey control.
 QJ0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0213.See file dsdata.txt to determine how the superseded data were derived.
 QJ0213
 QJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL0816494789(NAD 83)
 QJ0213_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QJ0213
 QJ0213  HISTORY     - Date     Condition        Report By
 QJ0213  HISTORY     - 1944     MONUMENTED       IBC
 QJ0213
 QJ0213                          STATION DESCRIPTION
 QJ0213
 QJ0213'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 QJ0213'A HIGH BLUFF, VERTICAL IN MANY PLACES, RISES FROM THE BEACH ALONG
 QJ0213'MUCH OF THE ROUNDING POINT OF DRUMMOND ISLAND AT THE ENTRANCE TO
 QJ0213'THE FALSE DETOUR CHANNEL AND IS KNOWN AS MARBLE HEAD.  THIS STATION
 QJ0213'IS ON THIS BLUFF, ABOUT 500 FEET S OF ITS E TIP.  THE BLUFF CAN BE
 QJ0213'EASILY CLIMBED AT THIS E POINT AS A VALLEY COMES DOWN TO THE SHORE.
 QJ0213'IT IS 18 FEET BACK FROM THE TOP OF THE BLUFF, WHICH AT THIS POINT
 QJ0213'IS ABOUT A HUNDRED FEET ABOVE THE WATER.  ONE HUNDRED FEET S OF THE
 QJ0213'STATION IS A SHARP, POINTED PROJECTING IN THE BLUFF, AND S OF THIS
 QJ0213'POINT THE BLUFF BENDS SHARPLY INLAND TO A BAY AND WOODED VALLEY.
 QJ0213'THE BLUFF WAS BURNED OVER IN 1942.  ABOUT 80 FEET INSHORE IS A
 QJ0213'10-FOOT BLUFF.
 QJ0213'
 QJ0213'STATION MARK IS A STANDARD BRONZE I B C DISK IN THE USUAL CONCRETE
 QJ0213'CYLINDER.  THE TOP OF THIS CYLINDER IS 10 INCHES ABOVE GROUND IN A
 QJ0213'LARGE WHITE CAIRN.  THE SUBSURFACE MARK IS A COPPER WIRE IN USUAL
 QJ0213'CONCRETE CYLINDER SET WITH BOTTOM ON LEDGE ROCK AND TOP 12 INCHES
 QJ0213'UNDER THE SURFACE.
 QJ0213'
 QJ0213'REFERENCE MARK 1 IS A 3/4-INCH DRILL HOLE IN LEDGE ROCK W OF THE
 QJ0213'STATION ON THE BLUFF AND 15 INCHES FROM THE EDGE OF THE LEDGE, NEAR
 QJ0213'AN 8-INCH PINE GROWING ON LEVEL WITH STATION.
 QJ0213'
 QJ0213'REFERENCE MARK 2 IS A 3/4-INCH DRILL HOLE NW OF THE STATION, IN THE
 QJ0213'SAME BLUFF AS REFERENCE MARK 1, AND 15 INCHES FROM THE EDGE OF A
 QJ0213'HUGH PROJECTING BLOCK OF ROCK, ABOUT MIDWAY FROM THE STATION TO A
 QJ0213'DOUBLE - TOPPED DEAD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0759 ***********************************************************************
 QK0759  DESIGNATION -  HEBRON
 QK0759  PID         -  QK0759
 QK0759  STATE/COUNTY-  MI/CHEBOYGAN
 QK0759  USGS QUAD   -  
 QK0759
 QK0759                         *CURRENT SURVEY CONTROL
 QK0759  ___________________________________________________________________
 QK0759* NAD 83(1994)-  45 39 25.48132(N)    084 37 38.53674(W)     ADJUSTED  
 QK0759* NAVD 88     -       274.1    (meters)     899.     (feet)  VERTCON   
 QK0759  ___________________________________________________________________
 QK0759  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 QK0759  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 QK0759
 QK0759  HORZ ORDER  -  FIRST
 QK0759
 QK0759.The horizontal coordinates were established by classical geodetic methods
 QK0759.and adjusted by the National Geodetic Survey in February 1997..
 QK0759
 QK0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0759
 QK0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0759
 QK0759.The geoid height was determined by GEOID03.
 QK0759
 QK0759;                    North         East     Units Scale Factor Converg.
 QK0759;SPC MI C     -   260,106.666 5,979,680.795   MT  0.99999036   -0 11 03.0
 QK0759;SPC MI C     -   853,368.33 19,618,375.31   iFT  0.99999036   -0 11 03.0
 QK0759;UTM  16      - 5,058,685.621   684,848.619   MT  1.00002010   +1 41 50.3
 QK0759
 QK0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0759!SPC MI C     -   0.99996261  x   0.99999036  =   0.99995297
 QK0759!UTM  16      -   0.99996261  x   1.00002010  =   0.99998271
 QK0759
 QK0759|---------------------------------------------------------------------|
 QK0759| PID    Reference Object                     Distance      Geod. Az  |
 QK0759|                                                           dddmmss.s |
 QK0759| QK0758 HEBRON LOOKOUT TOWER                 19.107 METERS 03847     |
 QK0759| CH1249 HEBRON RM 1                          23.646 METERS 03916     |
 QK0759| QK0583 CHEBOYGAN CHARMIN PAPER STACK       APPROX.11.7 KM 1004119.8 |
 QK0759| QK0584 CHEBOYGAN RADIO KQA 291 MAST        APPROX.12.0 KM 1062653.2 |
 QK0759| QK0582 CHEBOYGAN OLD TANNERY STACK         APPROX.12.6 KM 1095851.1 |
 QK0759| CH1248 HEBRON AZ MK                                       1490344.2 |
 QK0759| CH1250 HEBRON RM 2                          25.066 METERS 29655     |
 QK0759| QK0786 MACKINAW CITY RAD KQL 25 MAST       APPROX.15.9 KM 3225004.1 |
 QK0759| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX.18.8 KM 3350606.5 |
 QK0759| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX.19.8 KM 3364937.7 |
 QK0759| QK0417 HISER                               APPROX.26.3 KM 3404013.9 |
 QK0759|---------------------------------------------------------------------|
 QK0759
 QK0759                          SUPERSEDED SURVEY CONTROL
 QK0759
 QK0759  NAD 83(1986)-  45 39 25.47438(N)    084 37 38.53708(W) AD(       ) 1
 QK0759  NAD 27      -  45 39 25.43290(N)    084 37 38.37920(W) AD(       ) 1
 QK0759  NGVD 29 (07/19/86)  274.1    (m)          899.     (f) VERT ANG       
 QK0759
 QK0759.Superseded values are not recommended for survey control.
 QK0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0759.See file dsdata.txt to determine how the superseded data were derived.
 QK0759
 QK0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8484958686(NAD 83)
 QK0759_MARKER: DS = TRIANGULATION STATION DISK
 QK0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0759
 QK0759  HISTORY     - Date     Condition        Report By
 QK0759  HISTORY     - 1956     MONUMENTED       CGS
 QK0759  HISTORY     - 1959     GOOD             CGS
 QK0759  HISTORY     - 1965     GOOD             CGS
 QK0759  HISTORY     - 1975     GOOD             NGS
 QK0759  HISTORY     - 1980     GOOD             AME
 QK0759
 QK0759                          STATION DESCRIPTION
 QK0759
 QK0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0759'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CHEBOYGAN, ON THE SOUTH
 QK0759'SLOPE OF A HIGH HEAVILY
 QK0759'WOODED RIDGE OCCUPIED BY THE HEBRON LOOKOUT TOWER AND ON STATE OWNED
 QK0759'LAND.  IT IS 62.73 FEET
 QK0759'SOUTHWEST OF THE CENTER OF THE LOOKOUT TOWER, 48 FEET SOUTHWEST
 QK0759'OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER,
 QK0759'11 FEET NORTH OF A FENCE LINE AND 3.5 FEET
 QK0759'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 6
 QK0759'INCHES AND THE DISK IS STAMPED
 QK0759'HEBRON 1956.
 QK0759'
 QK0759'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTH ON
 QK0759'U.S. HIGHWAY 27 FOR 0.25 MILE
 QK0759'TO W. STATE STREET.  TURN LEFT AND GO WEST ON W. STATE STREET FOR
 QK0759'6.45 MILES TO A CROSSROAD AND SIGN
 QK0759'SPRINGVALE NURSERY IN THE SOUTHWEST ANGLE.  TURN RIGHT
 QK0759'AND GO NORTH ON A GRAVELED ROAD FOR 0.25 MILE TO
 QK0759'A ROAD FORK.  BEAR LEFT AND GO WEST
 QK0759'AND NORTH ON GRAVELED ROAD FOR 1.1 MILES TO WHERE THE ROAD MAKES A
 QK0759'LEFT TURN AND A TRACK ROAD CONTINUES
 QK0759'STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD, NORTH, ON TRACK ROAD FOR
 QK0759'0.25 MILE TO TOP OF HILL AND A SIDE
 QK0759'ROAD RIGHT THROUGH WIRE GATE IN FENCE LINE.  TURN RIGHT
 QK0759'THROUGH GATE AND FOLLOW WOODS ROAD EAST, UP HILL
 QK0759'FOR 0.25 MILE TO THE HEBRON LOOKOUT
 QK0759'TOWER AND STATION JUST SOUTHWEST AS DESCRIBED.
 QK0759'
 QK0759'REFERENCE MARK 1 IS SET IN A DRILL HOLE IN THE CONCRETE FOUNDATION OF
 QK0759'THE NORTHWEST LEG OF THE LOOKOUT
 QK0759'TOWER.  THE MARK IS FLUSH WITH THE CONCRETE SURFACE AND THE
 QK0759'DISK IS STAMPED HEBRON NO 1 1956.
 QK0759'
 QK0759'REFERENCE MARK 2 IS 86 FEET WEST OF THE WHITE WITNESS POST AND 23
 QK0759'FEET WEST OF THE CENTER OF
 QK0759'TRACK ROAD LEADING TO LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 4
 QK0759'INCHES AND THE DISK IS STAMPED
 QK0759'HEBRON NO 2 1956.
 QK0759'
 QK0759'THE AZIMUTH MARK IS 120 FEET SOUTH OF AN EAST-WEST FENCE LINE, 16
 QK0759'FEET NORTHEAST OF THE
 QK0759'SOUTHWEST EDGE OF HILL AND 2 FEET NORTHWEST OF A WHITE WITNESS POST.
 QK0759'THE MARK IS SET IN A DRILL HOLE IN
 QK0759'THE TOP OF A LARGE BOULDER, ON LAND OWNED BY MR. CHESTER
 QK0759'DOUGLAS.  THE MARK IS SET FLUSH WITH THE
 QK0759'ROCK SURFACE AND THE DISK IS STAMPED HEBRON
 QK0759'1956.
 QK0759'
 QK0759'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TRACK ROAD FOR
 QK0759'0.05 MILE TO A WIRE GATE IN
 QK0759'FENCE LINE ON THE LEFT.  TURN LEFT AND FOLLOW DIM TRACK ROAD SOUTH-
 QK0759'EAST ACROSS PASTURE FOR 0.2 MILE TO
 QK0759'THE MARK ON THE SOUTH SIDE AS DESCRIBED.
 QK0759'
 QK0759'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0759
 QK0759                          STATION RECOVERY (1959)
 QK0759
 QK0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 QK0759'STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED IN GOOD
 QK0759'CONDITION.  DESCRIPTION ADEQUATE
 QK0759'AND CORRECT.
 QK0759
 QK0759                          STATION RECOVERY (1965)
 QK0759
 QK0759'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0759'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 QK0759'CONDITION AT THIS
 QK0759'TIME.  THE AZIMUTH MARK DISK HAS BEEN KNOCKED OUT AND
 QK0759'A NEW AZIMUTH MARK ESTABLISHED AT
 QK0759'THIS TIME.  THE DIRECTION TO REFERENCE
 QK0759'MARK NO. 1 CHECKED BUT THE DISTANCE WAS FOUND TO BE
 QK0759'SHORTER BY .06
 QK0759'OF A FOOT.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO. 2
 QK0759'CHECKED.  DUE TO
 QK0759'VARIOUS CHANGES A NEW DESCRIPTION FOLLOWS.
 QK0759'
 QK0759'LOCATED ABOUT 12 MILES SOUTH OF MACKINAW, 8 MILES WEST OF CHEBOYGAN,
 QK0759'AND ON STATE OWNED
 QK0759'PROPERTY.
 QK0759'
 QK0759'TO REACH FROM THE SOUTH END OF THE BRIDGE IN MACKINAW CITY, GO
 QK0759'SOUTH ON
 QK0759'INTERSTATE HIGHWAY 75 FOR 12.8 MILES TO THE JUNCTION OF CHEBOYGAN
 QK0759'HIGHWAY.  GO NORTHEAST ON
 QK0759'CHEBOYGAN HIGHWAY FOR 1.65 MILES TO
 QK0759'CROSSROAD (HEBRON MAIL ROUTE ROAD).  TURN
 QK0759'LEFT AND GO NORTH ON THE GRAVELED
 QK0759'ROAD FOR 0.25 MILE TO A ROAD FORK.  KEEP THE RIGHT FORK AND
 QK0759'CONTINUE
 QK0759'NORTHWEST FOR 1.6 MILES TO THE TOP OF A RIDGE AND A SIDE ROAD
 QK0759'LEFT.  TURN LEFT
 QK0759'ON THE GRADED ROAD AND GO SOUTHWESTERLY FOR 0.7 MILE
 QK0759'TO A SIDE ROAD RIGHT AND A GATE.
 QK0759'CONTINUE EASTERLY ON THE GRADED ROAD
 QK0759'FOR 0.05 MILE TO THE HEBRON LOOKOUT TOWER AND THE
 QK0759'STATION.
 QK0759'
 QK0759'STATION MARKS ARE STANDARD DISKS, STAMPED HEBRON 1956.  THE SURFACE
 QK0759'DISK IS SET IN A
 QK0759'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 QK0759'IT IS 22 FEET WEST OF A 12 INCH
 QK0759'PINE TREE, 12 FEET NORTH OF A FENCE, 5
 QK0759'FEET NORTH OF A METAL WITNESS POST, AND 4 FEET
 QK0759'SOUTHWEST OF A WHITE
 QK0759'WOODEN WITNESS POST.  THE UNDERGROUND MARK WAS NOT INSPECTED AT
 QK0759'THIS TIME.
 QK0759'
 QK0759'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED HEBRON NO 1
 QK0759'1956, SET IN THE
 QK0759'BASE OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  IT
 QK0759'IS SET IN A DRILL HOLE IN THE INNER
 QK0759'PART OF THE BASE.
 QK0759'
 QK0759'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED HEBRON NO 2
 QK0759'1956, SET IN A
 QK0759'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 QK0759'23 FEET NORTHWEST OF THE
 QK0759'CENTERLINE OF THE ROAD AND 6 FEET SOUTH OF A
 QK0759'FENCE.
 QK0759'
 QK0759'AZIMUTH MARK IS A STANDARD DISK, STAMPED HEBRON 1956 RESET 1965,
 QK0759'SET IN A DRILL
 QK0759'HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 2 FEET.
 QK0759'IT IS 48 FEET WEST OF THE
 QK0759'NORTHWEST CORNER OF A SMALL CONCRETE BLOCK
 QK0759'TRANSMITTING BUILDING, 13 FEET SOUTHEAST OF
 QK0759'A FENCE CORNER AND 3 FEET
 QK0759'SOUTH OF A DEAD-MAN FOR GUY WIRES.
 QK0759'
 QK0759'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON GRADED
 QK0759'ROAD FOR 0.05 MILE
 QK0759'TO THE GATE.  TURN LEFT PASSING THROUGH THE GATE
 QK0759'AND GO SOUTHEAST ON GRADED ROAD FOR
 QK0759'0.15 MILE TO THE AZIMUTH MARK.
 QK0759'
 QK0759'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QK0759
 QK0759                          STATION RECOVERY (1975)
 QK0759
 QK0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0759'NO MEASUREMENT BETWEEN RMS DUE TO SEVERAL FEET DIFFERENCE IN
 QK0759'ELEVATION.
 QK0759'
 QK0759'THE STATION, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 QK0759'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE
 QK0759'REFERENCE MARKS AND AZIMUTH MARK COMPARED FAVORABLY WITH THE 1956
 QK0759'OBSERVATIONS, EXCEPT THAT A DIFFERENCE OF 0.019 METER SHORTER TO
 QK0759'REFERENCE MARK 1 WAS FOUND AND VERIFIED.  DUE TO HEAVY TIMBER
 QK0759'GROWTH, THE AZIMUTH MARK WILL NOT SEE FROM THE GROUND.  A NEW
 QK0759'DESCRIPTION FOLLOWS.
 QK0759'
 QK0759'THE STATION IS LOCATED ABOUT 12 MILES SOUTH OF MACKINAW CITY, 8
 QK0759'MILES WEST OF CHEBOYGAN AND IS NOW ON PRIVATE OWNED PROPERTY.
 QK0759'PERMISSION GRANTED TO USE THE STATION BY MRS. CHESTER DOUGLAS, WHO
 QK0759'LIVES IN THE FIRST HOUSE EAST OF THE STATION.
 QK0759'
 QK0759'TO REACH THE STATION FROM THE SOUTH END OF THE MACKINAC BRIDGE IN
 QK0759'MACKINAW CITY, GO SOUTH ON INTERSTATE HIGHWAY 75 FOR 12.8 MILES TO
 QK0759'THE 326 EXIT AND JUNCTION OF CHEBOYGAN HIGHWAY.  GO NORTHEAST ALONG
 QK0759'THE CHEBOYGAN HIGHWAY (C-66) FOR 1.4 MILES TO A CROSSROAD, HEBRON
 QK0759'MAIL ROUTE ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 QK0759'0.25 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.4 MILE TO A LARGE
 QK0759'WHITE HOUSE ON THE LEFT, PROPERTY OWNERS RESIDENCE.  CONTINUE
 QK0759'NORTHWEST ALONG THE GRAVELED ROAD FOR 1.2 MILES TO THE TOP
 QK0759'OF A RIDGE, A FARM HOUSE ON THE RIGHT AND A SIDE ROAD LEFT.
 QK0759'TURN LEFT AND GO SOUTHWEST ALONG A TRACK ROAD FOR 0.45 MILE TO A
 QK0759'METAL GATE ON THE LEFT.  CONTINUE SOUTH AND SOUTHEAST ALONG THE
 QK0759'TRACK ROAD FOR 0.2 MILE TO ANOTHER METAL GATE ON THE RIGHT.  (TURN
 QK0759'RIGHT, PASSING THROUGH THE GATE AND GO FOR 0.15 MILE TO THE
 QK0759'AZIMUTH MARK.) BEAR LEFT AT THE METAL GATE AND GO UP STEEP HILL
 QK0759'FOR 0.05 MILE TO THE LOOKOUT TOWER AND THE STATION ON THE
 QK0759'RIGHT.
 QK0759'
 QK0759'STATION MARKS ARE STANDARD DISKS STAMPED HEBRON 1956.  THE SURFACE
 QK0759'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 QK0759'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET
 QK0759'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 11 FEET
 QK0759'NORTHEAST OF A FENCE, 4 FEET NORTHEAST OF A METAL WITNESS POST
 QK0759'AND 3 FEET WEST OF A 4 BY 4-INCH WOODEN WITNESS POST.
 QK0759'
 QK0759'REFERENCE MARK 1, A STANDARD DISK STAMPED HEBRON NO 1 1956, IS
 QK0759'CEMENTED IN A DRILL HOLE IN THE NORTHEAST LEG FOUNDATION OF THE
 QK0759'LOOKOUT TOWER.
 QK0759'
 QK0759'REFERENCE MARK 2, A STANDARD DISK STAMPED HEBRON NO 2 1956, IS SET
 QK0759'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 2
 QK0759'INCHES ABOVE THE GROUND SURFACE.  IT IS 23 FEET NORTHWEST OF THE
 QK0759'TRACK ROAD, 6 FEET SOUTH OF THE FENCE LINE, AND 3 FEET SOUTH OF A
 QK0759'METAL WITNESS POST.
 QK0759'
 QK0759'AZIMUTH MARK, A STANDARD DISK STAMPED HEBRON 1956 RESET 1965, IS
 QK0759'CEMENTED IN A DRILL HOLE IN A BOULDER WHICH IS 2 FEET ABOVE THE
 QK0759'GROUND SURFACE.  IT IS 48 FEET WEST OF A BLOCK BUILDING, 15 FEET
 QK0759'EAST OF THE CENTER OF A TRI-BRACED CORNER POST, AND 3 FEET SOUTH
 QK0759'OF A DEADMAN FOR GUY CABLES.
 QK0759'
 QK0759'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST OF
 QK0759'CHEBOYGAN.
 QK0759'
 QK0759'HEIGHT OF LIGHT ABOVE STATION MARK 86.3 FEET.
 QK0759
 QK0759                          STATION RECOVERY (1980)
 QK0759
 QK0759'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1980 (TJL)
 QK0759'HEBRON 1956 RECOVERED GOOD.
 QK0759'
 QK0759'HEBRON 1956 RESET 1965 (AZ) RECOVERED GOOD.
 QK0759'
 QK0759'CANNOT SEE AZIMUTH FROM GROUND.
 QK0759'
 QK0759'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST OF
 QK0759'CHEBOYGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0758 ***********************************************************************
 QK0758  DESIGNATION -  HEBRON LOOKOUT TOWER
 QK0758  PID         -  QK0758
 QK0758  STATE/COUNTY-  MI/CHEBOYGAN
 QK0758  USGS QUAD   -  
 QK0758
 QK0758                         *CURRENT SURVEY CONTROL
 QK0758  ___________________________________________________________________
 QK0758* NAD 83(1994)-  45 39 25.96370(N)    084 37 37.98387(W)     ADJUSTED  
 QK0758* NAVD 88     -                                                        
 QK0758  ___________________________________________________________________
 QK0758  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 QK0758  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QK0758
 QK0758  HORZ ORDER  -  THIRD
 QK0758
 QK0758.The horizontal coordinates were established by classical geodetic methods
 QK0758.and adjusted by the National Geodetic Survey in February 1997..
 QK0758
 QK0758
 QK0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0758
 QK0758.The geoid height was determined by GEOID03.
 QK0758
 QK0758;                    North         East     Units Scale Factor Converg.
 QK0758;SPC MI C     -   260,121.520 5,979,692.813   MT  0.99999039   -0 11 02.6
 QK0758;SPC MI C     -   853,417.06 19,618,414.74   iFT  0.99999039   -0 11 02.6
 QK0758;UTM  16      - 5,058,700.862   684,860.142   MT  1.00002015   +1 41 50.7
 QK0758
 QK0758                          SUPERSEDED SURVEY CONTROL
 QK0758
 QK0758  NAD 83(1986)-  45 39 25.95667(N)    084 37 37.98405(W) AD(       ) 4
 QK0758  NAD 27      -  45 39 25.91542(N)    084 37 37.82706(W) AD(       ) 3
 QK0758
 QK0758.Superseded values are not recommended for survey control.
 QK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0758.See file dsdata.txt to determine how the superseded data were derived.
 QK0758
 QK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8486058701(NAD 83)
 QK0758_MARKER: 57 = LOOKOUT TOWER
 QK0758
 QK0758  HISTORY     - Date     Condition        Report By
 QK0758  HISTORY     - 1956     FIRST OBSERVED   CGS
 QK0758  HISTORY     - 1959     GOOD             CGS
 QK0758  HISTORY     - 1965     GOOD             CGS
 QK0758  HISTORY     - 1975     GOOD             NGS
 QK0758
 QK0758                          STATION DESCRIPTION
 QK0758
 QK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0758'THE STATION IS LOCATED ABOUT 8 MILES WEST OF CHEBOYGAN, ON THE
 QK0758'HIGHEST POINT OF A
 QK0758'HEAVILY WOODED RIDGE AND ON STATE OWNED LAND.  IT IS A FOUR LEGGED
 QK0758'STEEL STRUCTURE ABOUT 100 FEET HIGH WITH
 QK0758'A GLASS ENCLOSED LOOKOUT CAB ON THE TOP.
 QK0758'
 QK0758'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION HEBRON.
 QK0758'THE DISTANCE IS 62.73 FEET,
 QK0758'19.123 METERS, NORTHEAST OF STATION HEBRON.  POINT OBSERVED UPON AND
 QK0758'TRAVERSED TO WAS THE CENTER OF THE BASE
 QK0758'OF THE LOOKOUT TOWER.
 QK0758'
 QK0758'TO REACH THE STATION FROM THE POST OFFICE IN CHEBOYGAN, GO NORTH ON
 QK0758'U.S. HIGHWAY 27 FOR 0.25 MILE TO
 QK0758'W. STATE STREET. TURN LEFT AND GO WEST ON W. STATE STREET FOR 6.45
 QK0758'MILES TO CROSSROAD AND SIGN SPRINGVALE
 QK0758'NURSERY IN THE SOUTHWEST ANGLE.  TURN RIGHT AND GO NORTH
 QK0758'ON GRAVELED ROAD FOR 0.25 MILE TO A ROAD FORK.
 QK0758'BEAR LEFT AND GO WEST AND NORTH ON GRAVELED
 QK0758'ROAD FOR 1.1 MILES TO WHERE GRAVELED ROAD MAKES A LEFT TURN AND A
 QK0758'TRACK ROAD CONTINUES STRAIGHT
 QK0758'AHEAD.  CONTINUE STRAIGHT AHEAD, NORTH ON TRACK ROAD FOR 0.25 MILE TO
 QK0758'THE TOP OF HILL, A TRACK ROAD RIGHT
 QK0758'AND A GATE ON THE RIGHT.  TURN RIGHT THROUGHT GATE AND GO EAST ON
 QK0758'TRACK ROAD FOR 0.25 MILE TO THE TOP OF THE
 QK0758'RIDGE AND STATION AS DESCRIBED.
 QK0758
 QK0758                          STATION RECOVERY (1959)
 QK0758
 QK0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 QK0758'STATION RECOVERED IN GOOD CONDITION, DESCRIPTION ADEQUATE AND
 QK0758'CORRECT.
 QK0758
 QK0758                          STATION RECOVERY (1965)
 QK0758
 QK0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0758'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 QK0758'THE MEASUREMENT TO
 QK0758'THE LOOKOUT TOWER FORM TRIANGULATION STATION HEBRON
 QK0758'WAS FOUND TO BE 62.65 FT., 19.097 M.
 QK0758'THIS IS SHORTER THAN THE PREVIOUS
 QK0758'MEASUREMENT BY .08 OF A FOOT.
 QK0758
 QK0758                          STATION RECOVERY (1975)
 QK0758
 QK0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0758'HEBRON, LOOKOUT TOWER WAS RECOVERED AS DESCRIBED EXCEPT
 QK0758'THAT IT IS NOT IN USE.  IT ALSO IS NOW OWNED BY MR. CHESTER
 QK0758'DOUGLAS AND IS NOT ON STATE OWNED LAND.
 QK0758'
 QK0758'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 QK0758'HEBRON 1956, THE DISTANCE BEING 62.67 FEET OR 19.100
 QK0758'METERS NORTHEAST OF THE TRIANGULATION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1781 ***********************************************************************
 NF1781  DESIGNATION -  HELMER
 NF1781  PID         -  NF1781
 NF1781  STATE/COUNTY-  MI/CALHOUN
 NF1781  USGS QUAD   -  BATTLE CREEK (1985)
 NF1781
 NF1781                         *CURRENT SURVEY CONTROL
 NF1781  ___________________________________________________________________
 NF1781* NAD 83(1994)-  42 15 56.44234(N)    085 14 15.77432(W)     ADJUSTED  
 NF1781* NAVD 88     -       297.3    (meters)     975.     (feet)  VERTCON   
 NF1781  ___________________________________________________________________
 NF1781  X           -     392,477.410 (meters)                     COMP
 NF1781  Y           -  -4,711,076.925 (meters)                     COMP
 NF1781  Z           -   4,267,666.073 (meters)                     COMP
 NF1781  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 NF1781  ELLIP HEIGHT-         263.99  (meters)          (07/17/02) GPS OBS
 NF1781  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF1781
 NF1781  HORZ ORDER  -  FIRST
 NF1781  ELLP ORDER  -  FOURTH    CLASS I
 NF1781
 NF1781.The horizontal coordinates were established by GPS observations
 NF1781.and adjusted by the National Geodetic Survey in February 1997..
 NF1781
 NF1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1781
 NF1781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1781
 NF1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1781
 NF1781.The ellipsoidal height was determined by GPS observations
 NF1781.and is referenced to NAD 83.
 NF1781
 NF1781.The geoid height was determined by GEOID03.
 NF1781
 NF1781;                    North         East     Units Scale Factor Converg.
 NF1781;SPC MI S     -    85,422.012 3,928,137.749   MT  0.99996489   -0 35 34.0
 NF1781;SPC MI S     -   280,255.94 12,887,591.04   iFT  0.99996489   -0 35 34.0
 NF1781;UTM  16      - 4,680,778.450   645,341.802   MT  0.99985992   +1 11 07.7
 NF1781
 NF1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1781!SPC MI S     -   0.99995860  x   0.99996489  =   0.99992349
 NF1781!UTM  16      -   0.99995860  x   0.99985992  =   0.99981852
 NF1781
 NF1781                          SUPERSEDED SURVEY CONTROL
 NF1781
 NF1781  ELLIP H (02/03/97)  264.00   (m)                       GP(       ) 4 1
 NF1781  NAD 83(1986)-  42 15 56.44243(N)    085 14 15.78834(W) AD(       ) 1
 NF1781  NGVD 29 (09/14/93)  297.4    (m)          976.     (f) GPS OBS        
 NF1781
 NF1781.Superseded values are not recommended for survey control.
 NF1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1781.See file dsdata.txt to determine how the superseded data were derived.
 NF1781
 NF1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4534280778(NAD 83)
 NF1781_MARKER: I = METAL ROD
 NF1781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1781_SP_SET: STAINLESS STEEL ROD
 NF1781_STAMPING: HELMER 1992
 NF1781_MARK LOGO: HOLDEN
 NF1781_PROJECTION: FLUSH
 NF1781_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1781+STABILITY: POSITION/ELEVATION WELL
 NF1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1781+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 NF1781_ROD/PIPE-DEPTH: 10.3 meters
 NF1781
 NF1781  HISTORY     - Date     Condition        Report By
 NF1781  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1781  HISTORY     - 20011128 POOR             NGS
 NF1781  HISTORY     - 20031018 GOOD             USPSQD
 NF1781  HISTORY     - 20050428 GOOD             LOCSUR
 NF1781
 NF1781                          STATION DESCRIPTION
 NF1781
 NF1781'DESCRIBED BY HOLDEN GPS 1992
 NF1781'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF THE CENTER OF GOGUAC
 NF1781'LAKE IN THE SOUTHWEST PART OF THE CITY OF BATTLE CREEK, WITHIN THE
 NF1781'HELMER ROAD INTERCHANGE WITH I-94, BETWEEN WESTBOUND I-94 AND THE
 NF1781'EXIT RAMP TO HELMER ROAD, IN QUAD 420852. IT CAN BE PLOTTED ON THE
 NF1781'USGS QUADRANGLE MAP BATTLE CREEK IN THE SW 1/4 OF SECTION 27 T2S,R8W,
 NF1781'BATTLE CREEK TOWNSHIP.
 NF1781'TO REACH FROM THE I-94 INTERCHANGE WITH HELMER ROAD, GO NORTH 225 FT
 NF1781'(68.6 M) TO THE STATION ON THE RIGHT JUST SOUTH OF THE RAMP TO HELMER
 NF1781'ROAD FROM WEST BOUND I-94.
 NF1781'STATION IS 36 FT (11.0 M) EAST OF THE EASTERLY GUARD RAIL OF HELMER
 NF1781'RD., 54 FT (16.5 M) EAST OF THE CENTER OF HELMER ROAD, 70 FT
 NF1781'(21.3 M) SOUTH FROM THE EDGE OF PAVEMENT OF THE RAMP FROM WEST BOUND
 NF1781'I-94 TO HELMER ROAD, 66 FT (20.1 M) NORTHWEST FROM A TREE AT THE EDGE
 NF1781'OF THE CUT, AND 140 FT (42.7 M) NORTH OF THE CL OF WESTBOUND I-94.
 NF1781'STATION IS GROUND VISIBLE WITH STATION HUMANE 0.5 MI (0.8 KM) TO THE
 NF1781'NORTH OF THE HUMANE SOCIETY BUILDING.
 NF1781
 NF1781                          STATION RECOVERY (2001)
 NF1781
 NF1781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1781'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1781
 NF1781                          STATION RECOVERY (2003)
 NF1781
 NF1781'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1781'MARK IS 1' WEST OF A WITNESS POST AND HAS NOT COVER.
 NF1781
 NF1781                          STATION RECOVERY (2005)
 NF1781
 NF1781'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (TAP)
 NF1781'COVER BROKEN OFF AND MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0554 ***********************************************************************
 QL0554  DESIGNATION -  HELPS SE BASE
 QL0554  PID         -  QL0554
 QL0554  STATE/COUNTY-  MI/MENOMINEE
 QL0554  USGS QUAD   -  HELPS (1986)
 QL0554
 QL0554                         *CURRENT SURVEY CONTROL
 QL0554  ___________________________________________________________________
 QL0554* NAD 83(1994)-  45 54 43.79795(N)    087 33 03.95840(W)     ADJUSTED  
 QL0554* NAVD 88     -       304.1    (meters)     998.     (feet)  GPS OBS   
 QL0554  ___________________________________________________________________
 QL0554  X           -     189,950.007 (meters)                     COMP
 QL0554  Y           -  -4,441,464.999 (meters)                     COMP
 QL0554  Z           -   4,558,653.745 (meters)                     COMP
 QL0554  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 QL0554  ELLIP HEIGHT-         269.23  (meters)          (07/17/02) GPS OBS
 QL0554  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 QL0554
 QL0554  HORZ ORDER  -  FIRST
 QL0554  ELLP ORDER  -  FOURTH    CLASS I
 QL0554
 QL0554.The horizontal coordinates were established by classical geodetic methods
 QL0554.and adjusted by the National Geodetic Survey in February 1997..
 QL0554
 QL0554.The orthometric height was determined by GPS observations and a
 QL0554.high-resolution geoid model.
 QL0554
 QL0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0554
 QL0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0554
 QL0554.The ellipsoidal height was determined by GPS observations
 QL0554.and is referenced to NAD 83.
 QL0554
 QL0554.The geoid height was determined by GEOID03.
 QL0554
 QL0554;                    North         East     Units Scale Factor Converg.
 QL0554;SPC MI N     -   125,611.925 7,957,246.109   MT  0.99992392   -0 23 54.0
 QL0554;SPC MI N     -   412,112.61 26,106,450.49   iFT  0.99992392   -0 23 54.0
 QL0554;UTM  16      - 5,084,436.261   457,259.635   MT  0.99962246   -0 23 45.0
 QL0554
 QL0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0554!SPC MI N     -   0.99995779  x   0.99992392  =   0.99988172
 QL0554!UTM  16      -   0.99995779  x   0.99962246  =   0.99958027
 QL0554
 QL0554:                Primary Azimuth Mark                     Grid Az
 QL0554:SPC MI N     -  HELPS SE BASE AZ MK                      129 09 21.8
 QL0554:UTM  16      -  HELPS SE BASE AZ MK                      129 09 12.8
 QL0554
 QL0554|---------------------------------------------------------------------|
 QL0554| PID    Reference Object                     Distance      Geod. Az  |
 QL0554|                                                           dddmmss.s |
 QL0554| CJ5080 HELPS SE BASE AZ MK                                1284527.8 |
 QL0554| QL0680 HELPS SE BASE RM 2                   21.241 METERS 12852     |
 QL0554| QL0555 TT 162 RC                            21.236 METERS 12853     |
 QL0554| QL0679 HELPS SE BASE RM 1                   31.190 METERS 29813     |
 QL0554|---------------------------------------------------------------------|
 QL0554
 QL0554                          SUPERSEDED SURVEY CONTROL
 QL0554
 QL0554  ELLIP H (02/03/97)  269.22   (m)                       GP(       ) 4 1
 QL0554  NAD 83(1986)-  45 54 43.79565(N)    087 33 03.95477(W) AD(       ) 1
 QL0554  NAD 27      -  45 54 43.94700(N)    087 33 03.48500(W) AD(       ) 1
 QL0554
 QL0554.Superseded values are not recommended for survey control.
 QL0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0554.See file dsdata.txt to determine how the superseded data were derived.
 QL0554
 QL0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5726084436(NAD 83)
 QL0554_MARKER: DS = TRIANGULATION STATION DISK
 QL0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0554_SP_SET: SQUARE CONCRETE MONUMENT
 QL0554_STAMPING: HELPS SE BASE 1954
 QL0554_MARK LOGO: CGS   
 QL0554_PROJECTION: PROJECTING 12 CENTIMETERS
 QL0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0554+STABILITY: SURFACE MOTION
 QL0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0554+SATELLITE: SATELLITE OBSERVATIONS - October 28, 1997
 QL0554
 QL0554  HISTORY     - Date     Condition        Report By
 QL0554  HISTORY     - 1954     MONUMENTED       CGS
 QL0554  HISTORY     - 1954     GOOD             RBNF
 QL0554  HISTORY     - 19840919 GOOD             NGS
 QL0554  HISTORY     - 19840919 GOOD             NGS
 QL0554  HISTORY     - 19920311 GOOD             MIDT
 QL0554  HISTORY     - 19971028 GOOD             MIDT
 QL0554
 QL0554                          STATION DESCRIPTION
 QL0554
 QL0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0554'THE STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF FOSTER CITY AND
 QL0554'4-1/2 MILES NORTHWEST OF LA
 QL0554'BRANCH.  IT IS 44 FEET NORTHEAST OF THE APPROXIMATE CENTER OF STATE
 QL0554'HIGHWAY M 69, 26 FEET NORTH OF A
 QL0554'TELEPHONE POLE AND 7 FEET SOUTH OF A WITNESS POST.
 QL0554'THE MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED
 QL0554'HELPS S E BASE 1954.
 QL0554'
 QL0554'REFERENCE MARK NO 1 IS 40 FEET NORTH OF THE APPROXIMATE CENTER OF
 QL0554'STATE HIGHWAY M 69 AND 14
 QL0554'FEET EAST OF A TELEPHONE POLE.  THE MARK PROJECTS 6 INCHES AND THE
 QL0554'DISK IS STAMPED HELPS SE BASE NO
 QL0554'1 1954.
 QL0554'
 QL0554'TT 162 R-C 1953 (USGS) IS 35 FEET NORTHEAST OF THE APPROXIMATE CENTER
 QL0554'OF STATE HIGHWAY M 69 AND 7
 QL0554'FEET WEST OF A TWIN-TRUNK PINE TREE.  THE MARK IS A 6 BY 6 CONCRETE
 QL0554'POST WHICH PROJECTS 8 INCHES,
 QL0554'STANDARD U S GEOLOGICAL BENCH MARK DISK SET IN THE
 QL0554'APPROXIMATE CENTER AND IT IS STAMPED TT 162 R-C
 QL0554'1953 ELEVATION ABOVE SEA 996 FEET.
 QL0554'
 QL0554'A TRAVERSE CONNECTION WAS MADE AND THE DISTANCE IS SHOWN ABOVE.
 QL0554'
 QL0554'AZIMUTH MARK IS 17 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF
 QL0554'STATE HIGHWAY M 69 AND 1 FOOT
 QL0554'NORTHWEST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE
 QL0554'DISK IS STAMPED HELPS SE BASE
 QL0554'1954.
 QL0554'
 QL0554'TO REACH FROM THE POST OFFICE IN PERRONVILLE, GO NORTHWEST ON STATE
 QL0554'HIGHWAY M 69 FOR 8.0 MILES TO
 QL0554'A SMALL SETTLEMENT OF LA BRANCH, CONTINUE NORTHWEST ON STATE HIGHWAY
 QL0554'M 69 FOR 4.5 MILES TO THE AZIMUTH
 QL0554'MARK ON THE LEFT.  CONTINUE NORTHWEST ON STATE
 QL0554'HIGHWAY M 69 FOR 0.15 MILE AND THE STATION AS
 QL0554'DESCRIBED.
 QL0554'
 QL0554'HEIGHT OF LIGHT ABOVE STATION MARK 39 METERS.
 QL0554
 QL0554                          STATION RECOVERY (1954)
 QL0554
 QL0554'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1954
 QL0554'RECOVERED IN GOOD CONDITION.
 QL0554
 QL0554                          STATION RECOVERY (1984)
 QL0554
 QL0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QL0554'STATION IS LOCATED IN QUAD. 450874, ABOUT 15.3 KM (9.51 MI) SOUTHEAST
 QL0554'OF FOSTER CITY, 7.24 KM (4.50 MI) NORTHWEST OF LA BRANCH AND HIGHWAY
 QL0554'RIGHT-OF-WAY PROPERTY.
 QL0554'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 QL0554'PART OF THE MONUMENT FOR TT 162 R C 1953 (USGS) WAS FOUND AND WAS
 QL0554'USED TO ESTABLISH A NEW REFERENCE MARK 2.  THE AZIMUTH MARK WAS
 QL0554'SEARCHED FOR BUT WAS NOT RECOVERED AT THIS TIME.  IT IS BELIEVED THAT
 QL0554'THE MONUMENT WAS DESTROYED BY ROAD CONSTRUCTION IN AREA.  NO NEW
 QL0554'AZIMUTH MARK 2 WAS ESTABLISHED.
 QL0554'TO REACH FROM THE POST OFFICE IN PERRONVILLE, GO NORTHWEST ON COUNTY
 QL0554'ROUTE G-30 FOR 12.9 KM (8.02 MI) TO THE SMALL SETTLEMENT OF LA BRANCH
 QL0554'.  CONTINUE NORTHWEST ON COUNTY ROUTE G-30 FOR 7.5 KM (4.66 MI) TO
 QL0554'STATION ON RIGHT AS DESCRIBED.
 QL0554'THE STATION MARK IS SET PROJECTING ABOUT 5 INCHES.  IT IS LOCATED
 QL0554'102.33 FEET SOUTHEAST FROM REFERENCE MARK 1, 21.241 M (69.688 FT)
 QL0554'NORTHWEST FROM REFERENCE MARK 2, 12.7 M (41.67 FT) NORTHEAST FROM THE
 QL0554'CENTER OF COUNTY ROUTE G-30, 3.962 M (12.999 FT) SOUTHWEST FROM THE
 QL0554'EDGE OF CUTBANK FROM WHERE OLD RAILROAD WAS, 2.134 M (7.001 FT)
 QL0554'SOUTH-SOUTHEAST FROM A 4 X 4 INCH WOODEN WITNESS POST AND 0.6 M
 QL0554'(1.97 FT) NORTHEAST FROM A WITNESS POST.
 QL0554'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QL0554
 QL0554                          STATION RECOVERY (1984)
 QL0554
 QL0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QL0554'THE STATION MARK AND REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 QL0554'PART OF THE MONUMENT FROM TT 162 RC 1953 USGS WAS FOUND AND USED TO
 QL0554'SET REFERENCE MARK 3.  THE AZIMUTH MARK WAS SEARCHED FOR BUT IS
 QL0554'BELIEVED TO HAVE BEEN TORN OUT BY ROAD CONSTRUCTION.  NO NEW AZIMUTH
 QL0554'MARK WAS SET.  THE DISTANCE TO REFERENCE MARK 1 CHECKED THE 1954 DATA.
 QL0554'THE TO REACH THE STATION IS ADEQUATE WITH ONE ADDITION M 69 IS NOW
 QL0554'COUNTY ROUTE G 30.
 QL0554' 
 QL0554'THE STATION IS A STANDARD CGS DISK STAMPED--HELPS S.E BASE 1954--,
 QL0554'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 QL0554'DIAMETER, PROJECTING 4 INCHES (12 CM) ABOVE THE GROUND.  THE STATION
 QL0554'IS LOCATED 12.680 METERS (41.601 FT) NORTHEAST FROM THE CENTERLINE OF
 QL0554'COUNTY ROUTE G 30, 3.962 METERS (12.999 FT) SOUTHWEST FROM THE EDGE OF
 QL0554'CUTBANK FROM WHERE OLD RAILROAD WAS 2.134 METERS (7.001 FT) SOUTH
 QL0554'SOUTHEAST FROM A 4 X 4 INCH WOODEN WITNESS POST AND 0.610 METERS
 QL0554'(2.001 FT) NORTHEAST FROM A WITNESS POST.
 QL0554' 
 QL0554'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HELPS S.E. BASE NO
 QL0554'1 1954--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 QL0554'(30 CM) IN DIAMETER, PROJECTING 6 INCHES (18 CM) ABOVE THE GROUND.
 QL0554'THE STATION IS LOCATED 10.973 METERS (36.001 FT) NORTHEAST FROM THE
 QL0554'CENTERLINE OF COUNTY ROUTE G 30, 6.096 METERS (20.000 FT) SOUTHWEST
 QL0554'FROM THE EDGE OF CUTBANK FROM OLD RAILROAD AND 0.610 METERS (2.001 FT)
 QL0554'SOUTHWEST FROM A METAL WITNESS POST AND LEVEL WITH THE STATION.
 QL0554' 
 QL0554'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--HELPS SOUTHEAST
 QL0554'BASE 1954 NO 2 1984--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT,
 QL0554'6 INCHES (18 CM IN) DIAMETER, FLUSH WITH GROUND.  THE STATION IS
 QL0554'LOCATED 9.936 METERS (32.598 FT) NORTHEAST FROM THE CENTERLINE OF
 QL0554'COUNTY ROUTE G 30, 6.096 METERS (20.000 FT) SOUTHWEST FROM THE EDGE OF
 QL0554'CUTBANK FROM OLD RAILROAD AND 0.305 METERS (1.001 FT) SOUTHWEST FROM A
 QL0554'WITNESS POST AND 0.3 METERS (1.0 FT) LOWER THAN THE STATION.
 QL0554
 QL0554                          STATION RECOVERY (1992)
 QL0554
 QL0554'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QL0554'STATION IS LOCATED IN QUAD. 450874, ALONG STATE HIGHWAY M-69. ABOUT
 QL0554'3-1/2 MILES SOUTHEAST OF THE DICKINSON-MENOMINEE COUNTY LINE AND ABOUT
 QL0554'4-1/2 MILES NORTHWEST OF LABRANCH. IT IS IN SECTION 34, T-41-N,
 QL0554'R-26-W, SPALDING TOWNSHIP, AND ON THE HELPS QUADRANGLE MAP.
 QL0554' 
 QL0554'TO REACH FROM FOSTER CITY, PROCEED SOUTHEASTERLY ALONG STATE HIGHWAY
 QL0554'M-69 (OLD COUNTY ROAD 569) ABOUT 9.5 MI (15.3 KM) TO STATION ON THE
 QL0554'LEFT.
 QL0554' 
 QL0554'STATION IS SET IN CONCRETE MONUMENT BETWEEN HIGHWAY AND OLD RR GRADE
 QL0554'(NOW ATV TRAIL). IT IS 44.0 FT (13.4 M) NORTHEAST OF THE APPROXIMATE
 QL0554'CENTER OF M-69,  MARK PROJECTS 5 INCHES AND IS 1.0 FT (0.3 M) FROM A
 QL0554'CARSONITE WITNESS POST.
 QL0554
 QL0554                          STATION RECOVERY (1997)
 QL0554
 QL0554'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (MPR)
 QL0554'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5936 ***********************************************************************
 DG5936  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5936  DESIGNATION -  HEMLOCK CORS ARP
 DG5936  CORS_ID     -  HMLK
 DG5936  PID         -  DG5936
 DG5936  STATE/COUNTY-  MI/SAGINAW
 DG5936  USGS QUAD   -  HEMLOCK (1975)
 DG5936
 DG5936                         *CURRENT SURVEY CONTROL
 DG5936  ___________________________________________________________________
 DG5936* NAD 83(CORS)-  43 24 41.08351(N)    084 14 14.48620(W)     ADJUSTED  
 DG5936* NAVD 88     -                                                        
 DG5936  ___________________________________________________________________
 DG5936  EPOCH DATE  -        2002.00
 DG5936  X           -     465,970.245 (meters)                     COMP
 DG5936  Y           -  -4,617,333.584 (meters)                     COMP
 DG5936  Z           -   4,360,935.032 (meters)                     COMP
 DG5936  ELLIP HEIGHT-         171.45  (meters)          (06/??/04) GPS OBS
 DG5936  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DG5936
 DG5936  HORZ ORDER  -  SPECIAL (CORS)
 DG5936  ELLP ORDER  -  SPECIAL (CORS)
 DG5936
 DG5936.ITRF positions are available for this station.
 DG5936.The coordinates were established by GPS observations
 DG5936.and adjusted by the National Geodetic Survey in June 2004..
 DG5936.The coordinates are valid at the epoch date displayed above.
 DG5936.The epoch date for horizontal control is a decimal equivalence
 DG5936.of Year/Month/Day.
 DG5936
 DG5936
 DG5936.The PID for the CORS L1 Phase Center is DG5937.
 DG5936
 DG5936.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5936
 DG5936.The ellipsoidal height was determined by GPS observations
 DG5936.and is referenced to NAD 83.
 DG5936
 DG5936.The geoid height was determined by GEOID03.
 DG5936
 DG5936;                    North         East     Units Scale Factor Converg.
 DG5936;SPC MI S     -   212,327.701 4,010,472.854   MT  0.99994905   +0 05 16.8
 DG5936;SPC MI S     -   696,613.19 13,157,719.34   iFT  0.99994905   +0 05 16.8
 DG5936
 DG5936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5936!SPC MI S     -   0.99997311  x   0.99994905  =   0.99992217
 DG5936
 DG5936                          SUPERSEDED SURVEY CONTROL
 DG5936
 DG5936.No superseded survey control is available for this station.
 DG5936
 DG5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2367510210(NAD 83)
 DG5936_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG5936
 DG5936                          STATION DESCRIPTION
 DG5936
 DG5936'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG5936'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5936'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5936'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5936'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5936'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG5937 ***********************************************************************
 DG5937  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG5937  DESIGNATION -  HEMLOCK CORS L1 PHASE CENTER
 DG5937  CORS_ID     -  HMLK
 DG5937  PID         -  DG5937
 DG5937  STATE/COUNTY-  MI/SAGINAW
 DG5937  USGS QUAD   -  HEMLOCK (1975)
 DG5937
 DG5937                         *CURRENT SURVEY CONTROL
 DG5937  ___________________________________________________________________
 DG5937* NAD 83(CORS)-  43 24 41.08359(N)    084 14 14.48614(W)     ADJUSTED  
 DG5937* NAVD 88     -                                                        
 DG5937  ___________________________________________________________________
 DG5937  EPOCH DATE  -        2002.00
 DG5937  X           -     465,970.254 (meters)                     COMP
 DG5937  Y           -  -4,617,333.662 (meters)                     COMP
 DG5937  Z           -   4,360,935.110 (meters)                     COMP
 DG5937  ELLIP HEIGHT-         171.56  (meters)          (06/??/04) GPS OBS
 DG5937  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 DG5937
 DG5937  HORZ ORDER  -  SPECIAL (CORS)
 DG5937  ELLP ORDER  -  SPECIAL (CORS)
 DG5937
 DG5937.ITRF positions are available for this station.
 DG5937.The coordinates were established by GPS observations
 DG5937.and adjusted by the National Geodetic Survey in June 2004..
 DG5937.The coordinates are valid at the epoch date displayed above.
 DG5937.The epoch date for horizontal control is a decimal equivalence
 DG5937.of Year/Month/Day.
 DG5937
 DG5937
 DG5937.The PID for the CORS ARP is DG5936.
 DG5937
 DG5937.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG5937
 DG5937.The ellipsoidal height was determined by GPS observations
 DG5937.and is referenced to NAD 83.
 DG5937
 DG5937.The geoid height was determined by GEOID03.
 DG5937
 DG5937;                    North         East     Units Scale Factor Converg.
 DG5937;SPC MI S     -   212,327.704 4,010,472.855   MT  0.99994905   +0 05 16.8
 DG5937;SPC MI S     -   696,613.20 13,157,719.34   iFT  0.99994905   +0 05 16.8
 DG5937
 DG5937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5937!SPC MI S     -   0.99997310  x   0.99994905  =   0.99992215
 DG5937
 DG5937                          SUPERSEDED SURVEY CONTROL
 DG5937
 DG5937.No superseded survey control is available for this station.
 DG5937
 DG5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2367510210(NAD 83)
 DG5937_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG5937
 DG5937                          STATION DESCRIPTION
 DG5937
 DG5937'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG5937'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG5937'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG5937'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG5937'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG5937'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1181 ***********************************************************************
 RJ1181  DESIGNATION -  HENDRICKS LOOKOUT TOWER
 RJ1181  PID         -  RJ1181
 RJ1181  STATE/COUNTY-  MI/LUCE
 RJ1181  USGS QUAD   -  GARNET (1973)
 RJ1181
 RJ1181                         *CURRENT SURVEY CONTROL
 RJ1181  ___________________________________________________________________
 RJ1181* NAD 83(1994)-  46 14 43.73618(N)    085 21 28.79505(W)     ADJUSTED  
 RJ1181* NAVD 88     -                                                        
 RJ1181  ___________________________________________________________________
 RJ1181  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 RJ1181  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 RJ1181
 RJ1181  HORZ ORDER  -  THIRD
 RJ1181
 RJ1181.The horizontal coordinates were established by classical geodetic methods
 RJ1181.and adjusted by the National Geodetic Survey in February 1997..
 RJ1181
 RJ1181
 RJ1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1181
 RJ1181.The geoid height was determined by GEOID03.
 RJ1181
 RJ1181;                    North         East     Units Scale Factor Converg.
 RJ1181;SPC MI N     -   163,820.388 8,126,609.845   MT  0.99990308   +1 11 12.6
 RJ1181;SPC MI N     -   537,468.46 26,662,105.79   iFT  0.99990308   +1 11 12.6
 RJ1181;UTM  16      - 5,122,633.133   626,579.792   MT  0.99979696   +1 11 10.3
 RJ1181
 RJ1181                          SUPERSEDED SURVEY CONTROL
 RJ1181
 RJ1181  NAD 83(1986)-  46 14 43.73068(N)    085 21 28.79155(W) AD(       ) 4
 RJ1181  NAD 27      -  46 14 43.72523(N)    085 21 28.45829(W) AD(       ) 3
 RJ1181
 RJ1181.Superseded values are not recommended for survey control.
 RJ1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1181.See file dsdata.txt to determine how the superseded data were derived.
 RJ1181
 RJ1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2658022633(NAD 83)
 RJ1181
 RJ1181  HISTORY     - Date     Condition        Report By
 RJ1181  HISTORY     - 1965     MONUMENTED       CGS
 RJ1181
 RJ1181                          STATION DESCRIPTION
 RJ1181
 RJ1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1181'STATION IS THE CENTER OF THE TOWER.  IT IS A 4
 RJ1181'LEGGED STEEL
 RJ1181'STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT THE TOP.  THE
 RJ1181'OVERALL HEIGHT OF THE TOWER IS
 RJ1181'ABOUT 120 FEET.
 RJ1181'
 RJ1181'LOCATED ABOUT 11 MILES SOUTHEAST OF NEWBERRY, 8 MILES NORTHWEST
 RJ1181'OF REXTON AND 7
 RJ1181'MILES NORTHWEST OF GARNET.
 RJ1181'
 RJ1181'TO REACH FROM THE JUNCTION OF STATE HIGHWAY M 28 AND M 123 ABOUT
 RJ1181'3 MILES SOUTH OF
 RJ1181'NEWBERRY, GO EAST ON HIGHWAY M 28 FOR 6.95 MILES TO
 RJ1181'A SIDE ROAD RIGHT.  TURN RIGHT AND
 RJ1181'GO SOUTH ON COUNTY ROAD 393 FOR 4
 RJ1181'MILES TO THE TOWER ON THE LEFT.
 RJ1181'
 RJ1181'IT IS OWNED AND OPERATED BY THE STATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0753 ***********************************************************************
 NG0753  DESIGNATION -  HENLEY
 NG0753  PID         -  NG0753
 NG0753  STATE/COUNTY-  MI/BERRIEN
 NG0753  USGS QUAD   -  BENTON HEIGHTS (1970)
 NG0753
 NG0753                         *CURRENT SURVEY CONTROL
 NG0753  ___________________________________________________________________
 NG0753* NAD 83(1994)-  42 08 56.44232(N)    086 26 58.47101(W)     ADJUSTED  
 NG0753* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 NG0753  ___________________________________________________________________
 NG0753  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 NG0753  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NG0753
 NG0753  HORZ ORDER  -  FIRST
 NG0753
 NG0753.The horizontal coordinates were established by classical geodetic methods
 NG0753.and adjusted by the National Geodetic Survey in February 1997..
 NG0753
 NG0753.The orthometric height was scaled from a topographic map.
 NG0753
 NG0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0753
 NG0753.The geoid height was determined by GEOID03.
 NG0753
 NG0753;                    North         East     Units Scale Factor Converg.
 NG0753;SPC MI S     -    74,221.107 3,827,852.133   MT  0.99998876   -1 25 02.9
 NG0753;SPC MI S     -   243,507.57 12,558,569.99   iFT  0.99998876   -1 25 02.9
 NG0753;UTM  16      - 4,666,467.640   545,478.431   MT  0.99962545   +0 22 09.7
 NG0753
 NG0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0753!SPC MI S     -   0.99997034  x   0.99998876  =   0.99995910
 NG0753!UTM  16      -   0.99997034  x   0.99962545  =   0.99959580
 NG0753
 NG0753|---------------------------------------------------------------------|
 NG0753| PID    Reference Object                     Distance      Geod. Az  |
 NG0753|                                                           dddmmss.s |
 NG0753| CH0288 HENLEY RM 1                          24.567 METERS 07504     |
 NG0753| CH0287 HENLEY AZ MK                                       1781115.3 |
 NG0753| NG0750 BENTON HARBOR MUN STANDPIPE         APPROX. 3.7 KM 1821244.9 |
 NG0753| NG0749 BENTON HARBOR HIGH SCHOOL STK       APPROX. 5.2 KM 1870705.5 |
 NG0753| NG0752 BENTON HARBOR B VAWTER CO STK       APPROX. 2.5 KM 1890925.5 |
 NG0753| NG0748 ST JOSEPH BERRIEN CO CTHSE          APPROX. 5.0 KM 2065213.3 |
 NG0753| NG0747 ST JOSEPH CATHOLIC CH STEEPLE       APPROX. 5.1 KM 2072220.5 |
 NG0753| NG0746 ST JOSEPH MUNICIPAL STANDPIPE       APPROX. 4.9 KM 2110405.8 |
 NG0753| NG0745 ST JOSEPH WHITCOMB HOTEL SPIRE      APPROX. 5.0 KM 2120156.3 |
 NG0753| CH0289 HENLEY RM 2                          36.363 METERS 21227     |
 NG0753| NG0744 ST JOSEPH J WALLACE CO W STACK      APPROX. 5.1 KM 2141105.7 |
 NG0753| NG0741 ST JOSEPH SOUTH PIERHEAD LIGHT      APPROX. 5.3 KM 2243714.8 |
 NG0753| NG0751 ST JOSEPH PIERHEAD F RNG LIGHT      APPROX. 5.2 KM 2254501.8 |
 NG0753|---------------------------------------------------------------------|
 NG0753
 NG0753                          SUPERSEDED SURVEY CONTROL
 NG0753
 NG0753  NAD 83(1986)-  42 08 56.43995(N)    086 26 58.48410(W) AD(       ) 1
 NG0753  NAD 27      -  42 08 56.30200(N)    086 26 58.40200(W) AD(       ) 1
 NG0753
 NG0753.Superseded values are not recommended for survey control.
 NG0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0753.See file dsdata.txt to determine how the superseded data were derived.
 NG0753
 NG0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM4547866468(NAD 83)
 NG0753_MARKER: DS = TRIANGULATION STATION DISK
 NG0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0753
 NG0753  HISTORY     - Date     Condition        Report By
 NG0753  HISTORY     - 1932     MONUMENTED       CGS
 NG0753  HISTORY     - 1964     GOOD             CGS
 NG0753  HISTORY     - 1969     GOOD             CGS
 NG0753
 NG0753                          STATION DESCRIPTION
 NG0753
 NG0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0753'ABOUT 2 MILES DUE NORTH OF
 NG0753'BENTON HARBOR, ON
 NG0753'PROPERTY OWNED BY DR. HENLEY, ON RIDGE WHICH PARALLELS LAKE,
 NG0753'ABOUT 250 YARDS WEST OF ROAD LEADING
 NG0753'TO BENTON HARBOR, 100 FEET WEST OF WEST EDGE
 NG0753'OF LARGE VINEYARD, 200 YARDS WEST OF GRAY CHURCH, 250
 NG0753'YARDS NORTHWEST OF SMALL
 NG0753'HOUSE WITH LARGE BRICK CHIMNEY, 75 FEET SOUTHWEST OF SUMMIT OF BRUSHY
 NG0753'KNOLL WHICH IS HIGHEST POINT
 NG0753'IN VICINITY, 14 FEET EAST OF EDGE OF BLUFF, 17 FEET WEST OF 4 TREES
 NG0753'GROUPED TOGETHER IN VERY SMALL
 NG0753'AREA, AND 65 FEET SOUTHWEST OF SIMILAR GROUP OF 5
 NG0753'TREES.  TO REACH FROM BENTON HARBOR, CROSS TRACKS
 NG0753'AT NORTHEAST END OF PERE
 NG0753'MARQUETTE RAILWAY STATION, FOLLOW PAVED STREET NORTH AND NORTHEAST
 NG0753'PAST BAKER-VAWTER PLANT 2.05
 NG0753'MILES TO DR. HENLEYS HOME, WHICH IS LARGE HOUSE ON HILL ON EAST
 NG0753'SIDE OF ROAD, TURN WEST INTO
 NG0753'LANE OPPOSITE HOUSE, CONTINUE TO SMALL HOUSE WITH
 NG0753'LARGE CHIMNEY AT SOUTH SIDE OF VINEYARS,
 NG0753'CONTINUE ALONG VINEYARD TO RIDGE ON LAKE
 NG0753'SHORE AND GO NORTH ABOUT 120 YARDS UP RIDGE TO STATION
 NG0753'SITE.  SURFACE AND UNDERGROUND
 NG0753'MARKS ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 NG0753'MARK PROJECTS 3
 NG0753'INCHES.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 NG0753'DISKS IN CONCRETE.  NO.
 NG0753'1 PROJECTS 4 INCHES, AND IS EAST OF AND AT FOOT OF
 NG0753'BRUSHY KNOLL MENTIONED ABOVE, AND 80.60 FEET (SLOPE)
 NG0753'FROM STATION N 75 DEG 04 MIN E.
 NG0753'NO. 2 PROJECTS 5 INCHES, AND IS ABOUT 100 FEET WEST
 NG0753'OF VINEYARD, 20 FEET EAST OF BLUFF, IN
 NG0753'DEPRESSION NEAR BASE OF RIDGE, AND 119.30 FEET (SLOPE) FROM STATION
 NG0753'S 32 DEG 37 MIN W.  AZIMUTH
 NG0753'MARK PROJECTS 6 INCHES, IS ON WEST SIDE OF ROAD LEADING
 NG0753'TO BENTON HARBOR, IN LINE WITH ROW OF MAPLE TREES 10
 NG0753'FEET SOUTH OF NEAREST TREE,
 NG0753'165 FEET NORTH OF EAST-WEST CROSSROAD, 31 FEET WEST OF CENTER LINE OF
 NG0753'MAIN ROAD, AND APPROXIMATELY 0.2
 NG0753'MILE FROM STATION S 01 DEG 49 MIN E.
 NG0753
 NG0753                          STATION RECOVERY (1964)
 NG0753
 NG0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NG0753'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NG0753
 NG0753                          STATION RECOVERY (1969)
 NG0753
 NG0753'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (PDC)
 NG0753'DUE TO CONSTRUCTION OF NEW HOUSE NEW DESCRIPTION FOLLOWS-
 NG0753'
 NG0753'THE STATION IS LOCATED IN BACK OF BRICK HOUSE ON A BANK ON THE NORTH
 NG0753'SIDE OF THE BACK YARD,
 NG0753'APPROXIMATELY 50 FEET NORTHWEST OF THE NORTHWEST CORNER OF PATIO
 NG0753'ROOF AND 14 FEET EAST OF EDGE OF
 NG0753'BLUFF.
 NG0753'
 NG0753'REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT FOUND.  RMS MAY
 NG0753'HAVE BEEN DESTROYED WHEN
 NG0753'HOUSE WAS CONSTRUCTED.
 NG0753'
 NG0753'AZIMUTH MARK WAS NOT SEARCHED FOR.
 NG0753'
 NG0753'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILE NORTH OF
 NG0753'BENTON HARBOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0294 ***********************************************************************
 PK0294  DESIGNATION -  HENRY RESET
 PK0294  PID         -  PK0294
 PK0294  STATE/COUNTY-  MI/ALCONA
 PK0294  USGS QUAD   -  SPRUCE (1971)
 PK0294
 PK0294                         *CURRENT SURVEY CONTROL
 PK0294  ___________________________________________________________________
 PK0294* NAD 83(1994)-  44 46 20.11149(N)    083 23 03.69561(W)     ADJUSTED  
 PK0294* NAVD 88     -       307.3    (meters)    1008.     (feet)  GPS OBS   
 PK0294  ___________________________________________________________________
 PK0294  X           -     522,543.917 (meters)                     COMP
 PK0294  Y           -  -4,505,443.125 (meters)                     COMP
 PK0294  Z           -   4,469,607.576 (meters)                     COMP
 PK0294  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 PK0294  ELLIP HEIGHT-         271.39  (meters)          (07/12/02) GPS OBS
 PK0294  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 PK0294
 PK0294  HORZ ORDER  -  FIRST
 PK0294  ELLP ORDER  -  FOURTH    CLASS I
 PK0294
 PK0294.The horizontal coordinates were established by GPS observations
 PK0294.and adjusted by the National Geodetic Survey in February 1997..
 PK0294
 PK0294.The orthometric height was determined by GPS observations and a
 PK0294.high-resolution geoid model.
 PK0294
 PK0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0294
 PK0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0294
 PK0294.The ellipsoidal height was determined by GPS observations
 PK0294.and is referenced to NAD 83.
 PK0294
 PK0294.The geoid height was determined by GEOID03.
 PK0294
 PK0294;                    North         East     Units Scale Factor Converg.
 PK0294;SPC MI C     -   162,215.452 6,077,749.652   MT  0.99991715   +0 41 38.1
 PK0294;SPC MI C     -   532,202.93 19,940,123.53   iFT  0.99991715   +0 41 38.1
 PK0294;UTM  17      - 4,960,416.758   311,332.477   MT  1.00003773   -1 40 47.2
 PK0294
 PK0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0294!SPC MI C     -   0.99995745  x   0.99991715  =   0.99987460
 PK0294!UTM  17      -   0.99995745  x   1.00003773  =   0.99999518
 PK0294
 PK0294:                Primary Azimuth Mark                     Grid Az
 PK0294:SPC MI C     -  GREENBUSH RESET                          170 25 40.3
 PK0294:UTM  17      -  GREENBUSH RESET                          172 48 05.6
 PK0294
 PK0294|---------------------------------------------------------------------|
 PK0294| PID    Reference Object                     Distance      Geod. Az  |
 PK0294|                                                           dddmmss.s |
 PK0294| PK0292 GREENBUSH RESET                     APPROX.20.4 KM 1710718.4 |
 PK0294|---------------------------------------------------------------------|
 PK0294
 PK0294                          SUPERSEDED SURVEY CONTROL
 PK0294
 PK0294  ELLIP H (02/03/97)  271.38   (m)                       GP(       ) 4 1
 PK0294  NAD 83(1986)-  44 46 20.10227(N)    083 23 03.70132(W) AD(       ) 1
 PK0294  NAD 83(1986)-  44 46 20.10126(N)    083 23 03.68887(W) AD(       ) 1
 PK0294  NAD 27      -  44 46 20.05622(N)    083 23 03.79922(W) AD(       ) 1
 PK0294
 PK0294.Superseded values are not recommended for survey control.
 PK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0294.See file dsdata.txt to determine how the superseded data were derived.
 PK0294
 PK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1133260417(NAD 83)
 PK0294_MARKER: DH = HORIZONTAL CONTROL DISK
 PK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0294_SP_SET: CONCRETE POST
 PK0294_STAMPING: HENRY RESET
 PK0294_MARK LOGO: USLS  
 PK0294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0294+STABILITY: SURFACE MOTION
 PK0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0294+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1994
 PK0294
 PK0294  HISTORY     - Date     Condition        Report By
 PK0294  HISTORY     - 1905     MONUMENTED       USLS
 PK0294  HISTORY     - 1935     GOOD
 PK0294  HISTORY     - 1971     GOOD             USGS
 PK0294  HISTORY     - 1980     GOOD             MIDH
 PK0294  HISTORY     - 19910501 GOOD             USFS
 PK0294  HISTORY     - 19920601 GOOD             MIDT
 PK0294  HISTORY     - 19940504 GOOD             MIDT
 PK0294  HISTORY     - 19960512 GOOD             USPSQD
 PK0294
 PK0294                          STATION DESCRIPTION
 PK0294
 PK0294'DESCRIBED BY US LAKE SURVEY 1905
 PK0294'STATION RECOVERED IN GOOD CONDITION.  LOCATED 1-1/8 MI. E OF U.S.
 PK0294'HIGHWAY 23 ON A HIGH
 PK0294'HILL.  STATION MARK IS A CROSS IN A BRASS DISK, IN
 PK0294'THE TOP OF A 13-IN. SQUARE
 PK0294'CONCRETE MONUMENT PROJECTING 11-IN.
 PK0294'ABOVE GROUND SURFACE.
 PK0294'
 PK0294'REFERENCE MONUMENTS SET IN 1935 ARE 6-IN. CONCRETE POSTS WITH
 PK0294'ARROWS IN BRASS
 PK0294'DISKS PROJECTING 4 IN. ABOVE GROUND SURFACE.
 PK0294'
 PK0294'REFERENCE MONUMENT 1 BEARS S 17 DEG. W, 64.8 FT. FROM THE STATION.
 PK0294'
 PK0294'REFERENCE MONUMENT 2 BEARS N 34 DEG. W, 65.5 FT. FROM THE STATION.
 PK0294'
 PK0294'FIRE TOWER AT LINCOLN BEARS S 15 DEG. E.
 PK0294'
 PK0294'TO REACH FROM THE POST OFFICE IN LINCOLN, GO 6.4 MI. N ON
 PK0294'U.S. HIGHWAY 23 TO
 PK0294'A POINT 0.15 MI. S OF THE TOWNLINE BOUNDARY AT
 PK0294'THE SE EXTREMITY OF LOST LAKE WOODS
 PK0294'PROPERTY.  GO E ON AN OLD
 PK0294'LUMBER TRAIL (NOW FENCED OFF) FOR ABOUT 1/4 MI. TO AN
 PK0294'OLD LUMBER
 PK0294'RAILROAD GRADE.  CONTINUE ON THE RAILROAD GRADE E THROUGH A DEEP
 PK0294'CUT IN THE HILLS
 PK0294'TO THE E END OF THE CUT.  LEAVE THE RAILROAD
 PK0294'GRADE AT THIS POINT, CONTINUE E
 PK0294'THROUGH THE UNDERBRUSH FOR ABOUT
 PK0294'1/4 MI. TO THE MONUMENT ATOP THE HIGHEST HILL IN
 PK0294'THE VICINITY.
 PK0294
 PK0294                          STATION RECOVERY (1935)
 PK0294
 PK0294'RECOVERED 1935
 PK0294'RECOVERED IN GOOD CONDITION.
 PK0294
 PK0294                          STATION RECOVERY (1971)
 PK0294
 PK0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (UDS)
 PK0294'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED EXCEPT
 PK0294'AZIMUTHS GIVEN FOR
 PK0294'REFERENCE MARKS.
 PK0294'
 PK0294'DESCRIPTION FOR LOCATION WAS ADEQUATE.
 PK0294'
 PK0294'THE FOLLOWING AZIMUTHS WERE DETERMINED BY POLARIS OBSERVATION-
 PK0294'MICRO-WAVE TOWER,
 PK0294'ABOUT 8 MI. DISTANT 55 19 16.5
 PK0294'REF. MARK NO. 1
 PK0294'68 03 40.5
 PK0294'REF. MARK NO. 2 140 51 51.0
 PK0294
 PK0294                          STATION RECOVERY (1980)
 PK0294
 PK0294'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0294'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PK0294'CONDITION.  THE STATION LOCATION IS ADEQUATE.
 PK0294'
 PK0294'TO REACH THE STATION FROM THE POST OFFICE IN LINCOLN, GO NORTH ON
 PK0294'COUNTY ROAD F41 0.15 MILE TO FOUR CORNERS WHERE F41 GOES EAST, TURN
 PK0294'RIGHT AND GO EAST ON F41 0.4 MILE TO FOUR CORNERS WHERE F41 GOES NORTH
 PK0294'TURN LEFT AND GO NORTH 6.5 MILES TO TWO TRACK WOODS ROAD RIGHT.  GO
 PK0294'EAST ON TWO TRACK 0.5 MILE TO Y IN ROAD.  BEAR RIGHT ON TWO TRACK FOR
 PK0294'0.5 MILE TO T.  TURN RIGHT AND GO SOUTHERLY ON TWO TRACK 0.3 MILE.
 PK0294'LEAVE TRUCK AND GO LEFT, EAST, UP HILL THROUGH WOODS FOR ABOUT 2000
 PK0294'FEET TO STATION ON HIGHEST HILL IN VICINITY.
 PK0294
 PK0294                          STATION RECOVERY (1991)
 PK0294
 PK0294'RECOVERY NOTE BY US FOREST SERVICE 1991
 PK0294'FROM LINCOLN PROCEED NORTH ON F-41 6.56 MI, TURN EAST ONTO A GRAVEL
 PK0294'ROAD AND GO EASTERLY 1.32 MI (2.12 KM) TO AN INTERSECTION, TURN RIGHT
 PK0294'AND GO SOUTHWESTERLY 0.80 MI (1.29 KM) TO AN INDISTINGUISHABLE TRAIL
 PK0294'ROAD BEARING S65E, FOLLOW THE TRAIL ROAD EASTERLY UP THE GENTLE HILL
 PK0294'THROUGH THE WOODS 0.31 MI (0.50 KM) TO STATION ATOP A FLAT HILL, 1 FT
 PK0294'(0.3 M) EAST OF A FIBERGLASS SURVEY MARKER POST, MAP POSITION IS NEAR
 PK0294'THE SOUTHWEST CORNER OF SECTION 32 T28N R9E.  REFERENCE MONUMENTS 1
 PK0294'AND 2 WERE FOUND IN GOOD CONDITION BUT NO. 1 BEARS S73W.  THERE IS NO
 PK0294'MENTION OF ANY UNDERGROUND MARK IN THE ORIGINAL DESCRIPTION.  THE
 PK0294'ORIGINAL SURFACE MARK WAS ONE SPIKE SURROUNDED BY THREE SPIKES IN THE
 PK0294'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT.  THE SURFACE MARK NOW
 PK0294'CONSISTS OF A 2 1/2 INCH BRASS DISK SURROUNDED BY THREE SPIKES, SET IN
 PK0294'THE TOP OF A 13 INCH SQUARE CONCRETE MONUMENT.  IT PROJECTS 12 INCHES
 PK0294'ABOVE THE GROUND AND IS IN GOOD CONDITION.  THERE IS NO INDICATION OF
 PK0294'ANY MAGNETIC SOURCE OTHER THAN THE SPIKE IN THE SURFACE MARK.
 PK0294
 PK0294                          STATION RECOVERY (1992)
 PK0294
 PK0294'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 PK0294'STATION IS LOCATED IN QUAD 440832 AND ON THE SPRUCE QUADRANGLE MAP. IT
 PK0294'IS IN THE SOUTHWEST 1/4 OF SECTION 32, T-28-N, R-9-E, ALCONA TOWNSHIP,
 PK0294'ABOUT 19 MILES (30.6 KM) SOUTH OF ALPENA, ABOUT 10.75 MILES (17.30 KM)
 PK0294'NORTHWEST OF HARRISVILLE, ABOUT 6.25 MILES (10.06 KM) NORTHEAST OF
 PK0294'LINCOLN, AND ON STATE FOREST PROPERTY. TO REACH FROM THE INTERSECTION
 PK0294'OF UNITED STATES HIGHWAY 23 AND COUNTY ROAD F-41 (BARLOW ROAD) 12.5
 PK0294'MILES (20.1 KM) SOUTH OF ALPENA.  GO SOUTH ON F-41 FOR 4.7 MILES (7.6
 PK0294'KM) TO GRAVEL LOGGING ROAD LEFT. TURN LEFT GOING EASTERLY FOR 1.3
 PK0294'MILES (2.1 KM) TO T ROAD INTERSECTION. TURN RIGHT GOING SOUTHERLY FOR
 PK0294'0.8 MILES (1.3 KM) TO TRAIL LEFT. TURN LEFT GOING EASTERLY UPHILL 0.3
 PK0294'MILES (0.5 KM) TO TOP OF HILL AND STATION AT TRAIL END. STATION IS 1.O
 PK0294'FT ABOVE GROUND SURFACE.   IT IS 65.5 FT (20.0 M) SOUTHWEST OF
 PK0294'CONCRETE REFERENCE MARKER NO. 1, 64.5 FT (19.7 M) NORTHWEST OF
 PK0294'CONCRETE REFERENCE MARKER NO. 2, AND 0.5 FT (15.2 CM) EAST OF
 PK0294'CARSONITE WITNESS POST.
 PK0294
 PK0294                          STATION RECOVERY (1994)
 PK0294
 PK0294'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 PK0294'RECOVERED AS DESCRIBED.
 PK0294
 PK0294                          STATION RECOVERY (1996)
 PK0294
 PK0294'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF7056 ***********************************************************************
 DF7056  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF7056  DESIGNATION -  HENRY RUFF CORS ARP
 DF7056  CORS_ID     -  HRUF
 DF7056  PID         -  DF7056
 DF7056  STATE/COUNTY-  MI/WAYNE
 DF7056  USGS QUAD   -  INKSTER (1983)
 DF7056
 DF7056                         *CURRENT SURVEY CONTROL
 DF7056  ___________________________________________________________________
 DF7056* NAD 83(CORS)-  42 17 05.34011(N)    083 20 25.31291(W)     ADJUSTED  
 DF7056* NAVD 88     -                                                        
 DF7056  ___________________________________________________________________
 DF7056  EPOCH DATE  -        2002.00
 DF7056  X           -     548,066.728 (meters)                     COMP
 DF7056  Y           -  -4,694,006.214 (meters)                     COMP
 DF7056  Z           -   4,269,172.374 (meters)                     COMP
 DF7056  ELLIP HEIGHT-         164.81  (meters)          (08/??/03) GPS OBS
 DF7056  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DF7056
 DF7056  HORZ ORDER  -  SPECIAL (CORS)
 DF7056  ELLP ORDER  -  SPECIAL (CORS)
 DF7056
 DF7056.ITRF positions are available for this station.
 DF7056.The coordinates were established by GPS observations
 DF7056.and adjusted by the National Geodetic Survey in August 2003..
 DF7056.The coordinates are valid at the epoch date displayed above.
 DF7056.The epoch date for horizontal control is a decimal equivalence
 DF7056.of Year/Month/Day.
 DF7056
 DF7056
 DF7056.The PID for the CORS L1 Phase Center is DG4076.
 DF7056
 DF7056.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF7056
 DF7056.The ellipsoidal height was determined by GPS observations
 DF7056.and is referenced to NAD 83.
 DF7056
 DF7056.The geoid height was determined by GEOID03.
 DF7056
 DF7056;                    North         East     Units Scale Factor Converg.
 DF7056;SPC MI S     -    87,691.953 4,084,644.305   MT  0.99996137   +0 41 54.3
 DF7056;SPC MI S     -   287,703.26 13,401,063.99   iFT  0.99996137   +0 41 54.3
 DF7056
 DF7056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF7056!SPC MI S     -   0.99997415  x   0.99996137  =   0.99993552
 DF7056
 DF7056                          SUPERSEDED SURVEY CONTROL
 DF7056
 DF7056.No superseded survey control is available for this station.
 DF7056
 DF7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0703884052(NAD 83)
 DF7056_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF7056
 DF7056                          STATION DESCRIPTION
 DF7056
 DF7056'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF7056'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF7056'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF7056'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF7056'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF7056'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4076 ***********************************************************************
 DG4076  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4076  DESIGNATION -  HENRY RUFF CORS L1 PHASE CENTER
 DG4076  CORS_ID     -  HRUF
 DG4076  PID         -  DG4076
 DG4076  STATE/COUNTY-  MI/WAYNE
 DG4076  USGS QUAD   -  INKSTER (1983)
 DG4076
 DG4076                         *CURRENT SURVEY CONTROL
 DG4076  ___________________________________________________________________
 DG4076* NAD 83(CORS)-  42 17 05.34019(N)    083 20 25.31286(W)     ADJUSTED  
 DG4076* NAVD 88     -                                                        
 DG4076  ___________________________________________________________________
 DG4076  EPOCH DATE  -        2002.00
 DG4076  X           -     548,066.737 (meters)                     COMP
 DG4076  Y           -  -4,694,006.286 (meters)                     COMP
 DG4076  Z           -   4,269,172.443 (meters)                     COMP
 DG4076  ELLIP HEIGHT-         164.91  (meters)          (08/??/03) GPS OBS
 DG4076  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 DG4076
 DG4076  HORZ ORDER  -  SPECIAL (CORS)
 DG4076  ELLP ORDER  -  SPECIAL (CORS)
 DG4076
 DG4076.ITRF positions are available for this station.
 DG4076.The coordinates were established by GPS observations
 DG4076.and adjusted by the National Geodetic Survey in August 2003..
 DG4076.The coordinates are valid at the epoch date displayed above.
 DG4076.The epoch date for horizontal control is a decimal equivalence
 DG4076.of Year/Month/Day.
 DG4076
 DG4076
 DG4076.The PID for the CORS ARP is DF7056.
 DG4076
 DG4076.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4076
 DG4076.The ellipsoidal height was determined by GPS observations
 DG4076.and is referenced to NAD 83.
 DG4076
 DG4076.The geoid height was determined by GEOID03.
 DG4076
 DG4076;                    North         East     Units Scale Factor Converg.
 DG4076;SPC MI S     -    87,691.956 4,084,644.306   MT  0.99996137   +0 41 54.3
 DG4076;SPC MI S     -   287,703.27 13,401,064.00   iFT  0.99996137   +0 41 54.3
 DG4076
 DG4076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4076!SPC MI S     -   0.99997414  x   0.99996137  =   0.99993551
 DG4076
 DG4076                          SUPERSEDED SURVEY CONTROL
 DG4076
 DG4076.No superseded survey control is available for this station.
 DG4076
 DG4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0703884052(NAD 83)
 DG4076_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4076
 DG4076                          STATION DESCRIPTION
 DG4076
 DG4076'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4076'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4076'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4076'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4076'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4076'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0609 ***********************************************************************
 OL0609  DESIGNATION -  HEPWORTH
 OL0609  PID         -  OL0609
 OL0609  STATE/COUNTY-  MI/OCEANA
 OL0609  USGS QUAD   -  
 OL0609
 OL0609                         *CURRENT SURVEY CONTROL
 OL0609  ___________________________________________________________________
 OL0609* NAD 83(1994)-  43 47 00.20971(N)    086 24 38.13046(W)     ADJUSTED  
 OL0609* NAVD 88     -       193.     (meters)     633.     (feet)  GPS OBS   
 OL0609  ___________________________________________________________________
 OL0609  X           -     288,756.303 (meters)                     COMP
 OL0609  Y           -  -4,603,229.028 (meters)                     COMP
 OL0609  Z           -   4,390,857.293 (meters)                     COMP
 OL0609  LAPLACE CORR-           4.71  (seconds)                    DEFLEC99
 OL0609  ELLIP HEIGHT-         158.79  (meters)          (07/17/02) GPS OBS
 OL0609  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 OL0609
 OL0609  HORZ ORDER  -  SECOND
 OL0609  ELLP ORDER  -  FOURTH    CLASS I
 OL0609
 OL0609.The horizontal coordinates were established by GPS observations
 OL0609.and adjusted by the National Geodetic Survey in February 1997..
 OL0609.No horizontal observational check was made to the station.
 OL0609
 OL0609.The orthometric height was determined by GPS observations and a
 OL0609.high-resolution geoid model.
 OL0609.No vertical observational check was made to the station.
 OL0609
 OL0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0609
 OL0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0609
 OL0609.The ellipsoidal height was determined by GPS observations
 OL0609.and is referenced to NAD 83.
 OL0609
 OL0609.The geoid height was determined by GEOID03.
 OL0609
 OL0609;                    North         East     Units Scale Factor Converg.
 OL0609;SPC MI S     -   255,644.723 3,835,480.539   MT  1.00002997   -1 23 27.4
 OL0609;SPC MI S     -   838,729.41 12,583,597.57   iFT  1.00002997   -1 23 27.4
 OL0609;SPC MI C     -    53,938.730 5,835,467.705   MT  1.00011559   -1 26 37.8
 OL0609;SPC MI C     -   176,964.34 19,145,235.25   iFT  1.00011559   -1 26 37.8
 OL0609;UTM  16      - 4,847,983.875   547,426.896   MT  0.99962767   +0 24 28.2
 OL0609
 OL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0609!SPC MI S     -   0.99997510  x   1.00002997  =   1.00000507
 OL0609!SPC MI C     -   0.99997510  x   1.00011559  =   1.00009069
 OL0609!UTM  16      -   0.99997510  x   0.99962767  =   0.99960278
 OL0609
 OL0609                          SUPERSEDED SURVEY CONTROL
 OL0609
 OL0609  ELLIP H (02/03/97)  158.92   (m)                       GP(       ) 4 1
 OL0609  NAD 83(1986)-  43 47 00.21396(N)    086 24 38.14055(W) AD(       ) 2
 OL0609
 OL0609.Superseded values are not recommended for survey control.
 OL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0609.See file dsdata.txt to determine how the superseded data were derived.
 OL0609
 OL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4742747984(NAD 83)
 OL0609_MARKER: DD = SURVEY DISK
 OL0609_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0609_SP_SET: METAL PIPE IN CONCRETE
 OL0609_STAMPING: HEPWORTH GPS 1991
 OL0609_MARK LOGO: NOS   
 OL0609_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OL0609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0609+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OL0609
 OL0609  HISTORY     - Date     Condition        Report By
 OL0609  HISTORY     - 1991     MONUMENTED       NOS
 OL0609  HISTORY     - 20000616 POOR             MIDNR
 OL0609  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OL0609
 OL0609                          STATION DESCRIPTION
 OL0609
 OL0609'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 OL0609'STATION IS LOCATED ABOUT 1.0 MILE NORTHEAST OF PENTWATER AND ABOUT 1
 OL0609'MILE NORTH OF PENTWATER LAKE.
 OL0609'TO REACH FROM POST OFFICE IN PENTWATER, GO NORTH ON HANCOCK ST 0.2
 OL0609'MILE, TURN RIGHT ON PARK ST, GO EAST ON PARK ST 1.1 MILES (PARK ST
 OL0609'BECOMES HAMMETT RD), STATION ON LEFT.
 OL0609'STATION IS A STANDARD NOS ALUMINUM DISK STAMPED HEPWORTH GPS 1991
 OL0609'ATTACHED TO A FOUR FOOT ALUMINUM ROD THAT IS SURROUNDED BY A MASS OF
 OL0609'CONCRETE THAT IS FLUSH.  IT IS 22.0 M (72.18 FT) NORTHEAST OF
 OL0609'CENTERLINE OF INTERSECTION OF FIELD ROAD AND HAMMETT RD, 20.1 M
 OL0609'(65.94 FT) EAST OF FENCELINE, 15.8 M (51.84 FT) SOUTH OF UTILITY POLE
 OL0609', AND 12.9 M (42.32 FT) NORTH OF CENTERLINE OF HAMMETT ROAD.
 OL0609'DESCRIBED BY LPH.
 OL0609
 OL0609                          STATION RECOVERY (2000)
 OL0609
 OL0609'RECOVERY NOTE BY MI DEPT OF NAT RES 2000 (JLR)
 OL0609'SURFACE STATION MARK WAS FOUND DESTROYED.
 OL0609
 OL0609                          STATION RECOVERY (2002)
 OL0609
 OL0609'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0043 ***********************************************************************
 NE0043  DESIGNATION -  HERB USLS
 NE0043  PID         -  NE0043
 NE0043  STATE/COUNTY-  MI/ST CLAIR
 NE0043  USGS QUAD   -  PORT HURON (1991)
 NE0043
 NE0043                         *CURRENT SURVEY CONTROL
 NE0043  ___________________________________________________________________
 NE0043* NAD 83(1986)-  42 54 46.     (N)    082 27 52.     (W)     SCALED    
 NE0043* NAVD 88     -       180.742  (meters)     592.98   (feet)  ADJUSTED  
 NE0043  ___________________________________________________________________
 NE0043  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE0043  DYNAMIC HT  -         180.696 (meters)     592.83  (feet)  COMP
 NE0043  MODELED GRAV-     980,360.5   (mgal)                       NAVD 88
 NE0043
 NE0043  VERT ORDER  -  FIRST     CLASS 0
 NE0043
 NE0043.The horizontal coordinates were scaled from a topographic map and have
 NE0043.an estimated accuracy of +/- 6 seconds.
 NE0043
 NE0043.The orthometric height was determined by differential leveling
 NE0043.and adjusted by the National Geodetic Survey in June 1991..
 NE0043
 NE0043.The geoid height was determined by GEOID03.
 NE0043
 NE0043.The dynamic height is computed by dividing the NAVD 88
 NE0043.geopotential number by the normal gravity value computed on the
 NE0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0043.degrees latitude (g = 980.6199 gals.).
 NE0043
 NE0043.The modeled gravity was interpolated from observed gravity values.
 NE0043
 NE0043;                    North         East    Units  Estimated Accuracy
 NE0043;SPC MI S     -   158,680.    4,155,300.      MT  (+/- 180 meters Scaled)
 NE0043
 NE0043                          SUPERSEDED SURVEY CONTROL
 NE0043
 NE0043  NGVD 29 (??/??/92)  180.862  (m)          593.38   (f) ADJ UNCH    1 0
 NE0043
 NE0043.Superseded values are not recommended for survey control.
 NE0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0043.See file dsdata.txt to determine how the superseded data were derived.
 NE0043
 NE0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH804521(NAD 83)
 NE0043_MARKER: Z = SEE DESCRIPTION
 NE0043_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 NE0043+WITH SETTING: INTO GROUND
 NE0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0043+STABILITY: SURFACE MOTION
 NE0043
 NE0043  HISTORY     - Date     Condition        Report By
 NE0043  HISTORY     - 1954     MONUMENTED       USLS
 NE0043  HISTORY     - 1970     GOOD             USLS
 NE0043  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0043  HISTORY     - 19940514 GOOD             USPSQD
 NE0043  HISTORY     - 20030413 GOOD             USPSQD
 NE0043
 NE0043                          STATION DESCRIPTION
 NE0043
 NE0043'DESCRIBED BY US LAKE SURVEY 1970
 NE0043'AT MARYSVILLE.
 NE0043'HERB IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN, AT 1280
 NE0043'RIVER ROAD (OLD HIGHWAY M-29), 152 FEET WESTERLY OF THE CENTERLINE
 NE0043'OF RIVER ROAD, 1.3 FEET DOWNRIVER FROM GARAGE CONNECTED TO THE
 NE0043'DWELLING, 0.9 FEET EASTERLY OF LINE OF WEST FACE OF THE GARAGE,
 NE0043'1-1/2 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 NE0043'TOP OF A 3/4 INCH DIAMETER STEEL ROD, 9 FEET LONG.  NOTE-- PREV.
 NE0043'DESIG. BM HERB 1954.
 NE0043
 NE0043                          STATION RECOVERY (1980)
 NE0043
 NE0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0043'SEARCHED FOF NOT RECOVERED, ALL MEASUREMENTS CHECK BUT THE ROD
 NE0043'COULD NOT BE LOCATED
 NE0043
 NE0043                          STATION RECOVERY (1994)
 NE0043
 NE0043'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0043'RECOVERED IN GOOD CONDITION.
 NE0043
 NE0043                          STATION RECOVERY (2003)
 NE0043
 NE0043'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0548 ***********************************************************************
 NE0548  DESIGNATION -  HERM
 NE0548  PID         -  NE0548
 NE0548  STATE/COUNTY-  MI/WAYNE
 NE0548  USGS QUAD   -  WYANDOTTE (1981)
 NE0548
 NE0548                         *CURRENT SURVEY CONTROL
 NE0548  ___________________________________________________________________
 NE0548* NAD 83(1986)-  42 10 31.     (N)    083 08 44.     (W)     SCALED    
 NE0548* NAVD 88     -       177.472  (meters)     582.26   (feet)  ADJUSTED  
 NE0548  ___________________________________________________________________
 NE0548  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 NE0548  DYNAMIC HT  -         177.415 (meters)     582.07  (feet)  COMP
 NE0548  MODELED GRAV-     980,299.3   (mgal)                       NAVD 88
 NE0548
 NE0548  VERT ORDER  -  FIRST     CLASS 0
 NE0548
 NE0548.The horizontal coordinates were scaled from a topographic map and have
 NE0548.an estimated accuracy of +/- 6 seconds.
 NE0548
 NE0548.The orthometric height was determined by differential leveling
 NE0548.and adjusted by the National Geodetic Survey in June 1991..
 NE0548
 NE0548.The geoid height was determined by GEOID03.
 NE0548
 NE0548.The dynamic height is computed by dividing the NAVD 88
 NE0548.geopotential number by the normal gravity value computed on the
 NE0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0548.degrees latitude (g = 980.6199 gals.).
 NE0548
 NE0548.The modeled gravity was interpolated from observed gravity values.
 NE0548
 NE0548;                    North         East    Units  Estimated Accuracy
 NE0548;SPC MI S     -    75,740.    4,100,890.      MT  (+/- 180 meters Scaled)
 NE0548
 NE0548                          SUPERSEDED SURVEY CONTROL
 NE0548
 NE0548  NGVD 29 (??/??/92)  177.649  (m)          582.84   (f) ADJ UNCH    1 0
 NE0548
 NE0548.Superseded values are not recommended for survey control.
 NE0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0548.See file dsdata.txt to determine how the superseded data were derived.
 NE0548
 NE0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG227714(NAD 83)
 NE0548_MARKER: Z = SEE DESCRIPTION
 NE0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0548_SP_SET: IRON ROD
 NE0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0548
 NE0548  HISTORY     - Date     Condition        Report By
 NE0548  HISTORY     - 1948     MONUMENTED       USLS
 NE0548  HISTORY     - 1970     GOOD             USLS
 NE0548
 NE0548                          STATION DESCRIPTION
 NE0548
 NE0548'DESCRIBED BY US LAKE SURVEY 1970
 NE0548'AT GROSSE ILE.
 NE0548'HERM IS IN LOWER PART OF THE DETROIT RIVER, ON THE EAST SIDE
 NE0548'OF AND NEAR THE HEAD OF GROSSE ILE, WAYNE COUNTY, MICHIGAN,
 NE0548'0.2 MILES NORTH OF BRIDGE ROAD, ON THE EAST SIDE OF PARK LANE
 NE0548'ROAD, NEAR THE SOUTH CONCRETE ENTRANCE POST OF THE PROPERTY
 NE0548'AT 18409, 29.0 FEET FROM CENTERLINE OF THE ROAD, 21.7 FEET
 NE0548'NORTH OF A LARGE ELM, IN LINE WITH SOUTH FACE OF THE POST, 2.2
 NE0548'FEET WEST OF THE SOUTHWEST CORNER, 1/4-FOOT BELOW THE GROUND
 NE0548'SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON
 NE0548'ROD, 7-1/2 FEET LONG.  NOTE-- PREV. DESIG. BM HERM 1948
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1524 ***********************************************************************
 RL1524  DESIGNATION -  HERMAN LOOKOUT TOWER
 RL1524  PID         -  RL1524
 RL1524  STATE/COUNTY-  MI/BARAGA
 RL1524  USGS QUAD   -  HERMAN (1985)
 RL1524
 RL1524                         *CURRENT SURVEY CONTROL
 RL1524  ___________________________________________________________________
 RL1524* NAD 83(1994)-  46 40 26.89319(N)    088 22 05.32686(W)     ADJUSTED  
 RL1524* NAVD 88     -                                                        
 RL1524  ___________________________________________________________________
 RL1524  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 RL1524  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 RL1524
 RL1524  HORZ ORDER  -  THIRD
 RL1524
 RL1524.The horizontal coordinates were established by classical geodetic methods
 RL1524.and adjusted by the National Geodetic Survey in February 1997..
 RL1524
 RL1524
 RL1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1524
 RL1524.The geoid height was determined by GEOID03.
 RL1524
 RL1524;                    North         East     Units Scale Factor Converg.
 RL1524;SPC MI N     -   211,057.453 7,895,326.273   MT  0.99992584   -0 59 20.0
 RL1524;SPC MI N     -   692,445.71 25,903,301.42   iFT  0.99992584   -0 59 20.0
 RL1524;UTM  16      - 5,169,862.136   395,355.754   MT  0.99973460   -0 59 43.3
 RL1524
 RL1524                          SUPERSEDED SURVEY CONTROL
 RL1524
 RL1524  NAD 83(1986)-  46 40 26.88846(N)    088 22 05.31452(W) AD(       ) 4
 RL1524  NAD 27      -  46 40 27.18000(N)    088 22 04.90000(W) AD(       ) 3
 RL1524
 RL1524.Superseded values are not recommended for survey control.
 RL1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1524.See file dsdata.txt to determine how the superseded data were derived.
 RL1524
 RL1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9535669862(NAD 83)
 RL1524_MARKER: 57 = LOOKOUT TOWER
 RL1524
 RL1524  HISTORY     - Date     Condition        Report By
 RL1524  HISTORY     - 1939     FIRST OBSERVED   CGS
 RL1524  HISTORY     - 1956     GOOD             CGS
 RL1524  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 RL1524
 RL1524                          STATION DESCRIPTION
 RL1524
 RL1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1524'THE STATION IS IN SECTION 1, T 49 N, R 33 W, ABOUT 1 MILE
 RL1524'DUE NORTH OF HERMAN.
 RL1524'
 RL1524'THE STATION IS THE APEX OF THE ROOF OF THE METAL CABIN ON
 RL1524'TOP OF A FOUR-LEGGED SKELETON STRUCTURE WHICH IS ABOUT 100
 RL1524'FEET IN HEIGHT.  THE STATION WAS NOT VISITED.
 RL1524
 RL1524                          STATION RECOVERY (1999)
 RL1524
 RL1524'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1526 ***********************************************************************
 RL1526  DESIGNATION -  HERMAN MICH BELL NEW MICROWAVE
 RL1526  PID         -  RL1526
 RL1526  STATE/COUNTY-  MI/BARAGA
 RL1526  USGS QUAD   -  ALBERTA (1985)
 RL1526
 RL1526                         *CURRENT SURVEY CONTROL
 RL1526  ___________________________________________________________________
 RL1526* NAD 83(1994)-  46 39 45.48510(N)    088 22 58.65567(W)     ADJUSTED  
 RL1526* NAVD 88     -                                                        
 RL1526  ___________________________________________________________________
 RL1526  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 RL1526  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 RL1526
 RL1526  HORZ ORDER  -  THIRD
 RL1526
 RL1526.The horizontal coordinates were established by classical geodetic methods
 RL1526.and adjusted by the National Geodetic Survey in February 1997..
 RL1526
 RL1526
 RL1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1526
 RL1526.The geoid height was determined by GEOID03.
 RL1526
 RL1526;                    North         East     Units Scale Factor Converg.
 RL1526;SPC MI N     -   209,798.769 7,894,170.732   MT  0.99992450   -0 59 58.5
 RL1526;SPC MI N     -   688,316.17 25,899,510.28   iFT  0.99992450   -0 59 58.5
 RL1526;UTM  16      - 5,168,603.820   394,200.290   MT  0.99973758   -1 00 21.4
 RL1526
 RL1526                          SUPERSEDED SURVEY CONTROL
 RL1526
 RL1526  NAD 83(1986)-  46 39 45.47961(N)    088 22 58.64784(W) AD(       ) 4
 RL1526  NAD 27      -  46 39 45.70236(N)    088 22 58.15306(W) AD(       ) 3
 RL1526
 RL1526.Superseded values are not recommended for survey control.
 RL1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1526.See file dsdata.txt to determine how the superseded data were derived.
 RL1526
 RL1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9420068604(NAD 83)
 RL1526_MARKER: 44 = MICROWAVE MAST
 RL1526
 RL1526  HISTORY     - Date     Condition        Report By
 RL1526  HISTORY     - 1975     FIRST OBSERVED   NGS
 RL1526
 RL1526                          STATION DESCRIPTION
 RL1526
 RL1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RL1526'HERMAN, MICHIGAN BELL TELEPHONE COMPANY, NEW MICROWAVE KJL 82 IS A
 RL1526'LARGE TRIANGULAR STEEL STRUCTURE, GUYED, PAINTED ALTERNATELY RED
 RL1526'AND WHITE, LIGHTED, HAS AN OVERALL HEIGHT OF 368 FEET, AND HAS
 RL1526'SEVERAL REFLECTORS NEAR THE TOP.  STATION IS THE LIGHT ATOP THE
 RL1526'MAST.
 RL1526'
 RL1526'TO REACH FROM THE SMALL VILLAGE OF HERMAN, GO WESTERLY ON
 RL1526'GRAVELED ROAD FOR 1.1 MILES TO TOP OF PROMINENT HILL AND MAST ON
 RL1526'THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1523 ***********************************************************************
 RL1523  DESIGNATION -  HERMAN MICROWAVE TOWER
 RL1523  PID         -  RL1523
 RL1523  STATE/COUNTY-  MI/BARAGA
 RL1523  USGS QUAD   -  HERMAN (1985)
 RL1523
 RL1523                         *CURRENT SURVEY CONTROL
 RL1523  ___________________________________________________________________
 RL1523* NAD 83(1994)-  46 40 23.32348(N)    088 22 05.60406(W)     ADJUSTED  
 RL1523* NAVD 88     -                                                        
 RL1523  ___________________________________________________________________
 RL1523  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 RL1523  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 RL1523
 RL1523  HORZ ORDER  -  THIRD
 RL1523
 RL1523.The horizontal coordinates were established by classical geodetic methods
 RL1523.and adjusted by the National Geodetic Survey in February 1997..
 RL1523
 RL1523
 RL1523.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1523
 RL1523.The geoid height was determined by GEOID03.
 RL1523
 RL1523;                    North         East     Units Scale Factor Converg.
 RL1523;SPC MI N     -   210,947.350 7,895,318.480   MT  0.99992572   -0 59 20.2
 RL1523;SPC MI N     -   692,084.48 25,903,275.85   iFT  0.99992572   -0 59 20.2
 RL1523;UTM  16      - 5,169,752.055   395,347.951   MT  0.99973462   -0 59 43.5
 RL1523
 RL1523                          SUPERSEDED SURVEY CONTROL
 RL1523
 RL1523  NAD 83(1986)-  46 40 23.31805(N)    088 22 05.59312(W) AD(       ) 4
 RL1523  NAD 27      -  46 40 23.56000(N)    088 22 05.11100(W) AD(       ) 3
 RL1523
 RL1523.Superseded values are not recommended for survey control.
 RL1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1523.See file dsdata.txt to determine how the superseded data were derived.
 RL1523
 RL1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9534869752(NAD 83)
 RL1523_MARKER: 45 = MICROWAVE TOWER
 RL1523
 RL1523  HISTORY     - Date     Condition        Report By
 RL1523  HISTORY     - 1956     FIRST OBSERVED   CGS
 RL1523  HISTORY     - 1956     GOOD             CGS
 RL1523
 RL1523                          STATION DESCRIPTION
 RL1523
 RL1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1523'THE STATION IS THE TOP AND CENTER OF A METAL TOWER OWNED
 RL1523'BY THE MICHIGAN BELL TELEPHONE COMPANY, WHICH IS LOCATED
 RL1523'IN SECTION 36, T 50 N, R 33 W, ABOUT 1-1/2 MILES NORTH OF HERMAN.
 RL1523'
 RL1523'THE TOWER IS A GUYED SLENDER STRUCTURE ABOUT 200 FEET IN
 RL1523'HEIGHT.  IT HAS A RED FLASHING RED LIGHT AND TWO METAL REFLECTORS
 RL1523'AT THE TOP.  THE STATION WAS NOT VISITED.
 RL1523
 RL1523                          STATION RECOVERY (1956)
 RL1523
 RL1523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (JLC)
 RL1523'THE STATION WAS RECOVERED AS DESCRIBED IN 1956, HOWEVER, THE TOWER
 RL1523'IS TO BE DISMANTLED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0598 ***********************************************************************
 OK0598  DESIGNATION -  HERSEY
 OK0598  PID         -  OK0598
 OK0598  STATE/COUNTY-  MI/OSCEOLA
 OK0598  USGS QUAD   -  
 OK0598
 OK0598                         *CURRENT SURVEY CONTROL
 OK0598  ___________________________________________________________________
 OK0598* NAD 83(1994)-  43 55 14.88375(N)    085 23 34.55142(W)     ADJUSTED  
 OK0598* NAVD 88     -       397.     (meters)    1302.     (feet)  SCALED    
 OK0598  ___________________________________________________________________
 OK0598  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 OK0598  GEOID HEIGHT-         -32.76  (meters)                     GEOID03
 OK0598
 OK0598  HORZ ORDER  -  FIRST
 OK0598
 OK0598.The horizontal coordinates were established by classical geodetic methods
 OK0598.and adjusted by the National Geodetic Survey in February 1997..
 OK0598
 OK0598.The orthometric height was scaled from a topographic map.
 OK0598
 OK0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0598
 OK0598.The geoid height was determined by GEOID03.
 OK0598
 OK0598;                    North         East     Units Scale Factor Converg.
 OK0598;SPC MI C     -    67,655.888 5,917,574.223   MT  1.00007049   -0 43 29.9
 OK0598;SPC MI C     -   221,968.14 19,414,613.59   iFT  1.00007049   -0 43 29.9
 OK0598;UTM  16      - 4,864,331.717   629,017.266   MT  0.99980473   +1 06 53.7
 OK0598
 OK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0598!SPC MI C     -   0.99994290  x   1.00007049  =   1.00001339
 OK0598!UTM  16      -   0.99994290  x   0.99980473  =   0.99974765
 OK0598
 OK0598|---------------------------------------------------------------------|
 OK0598| PID    Reference Object                     Distance      Geod. Az  |
 OK0598|                                                           dddmmss.s |
 OK0598| CH0290 HERSEY RM 1                                        07638     |
 OK0598| CH0291 HERSEY RM 2                          32.830 METERS 16417     |
 OK0598| OK0597 BOYD                                APPROX.11.6 KM 1681257.4 |
 OK0598|---------------------------------------------------------------------|
 OK0598
 OK0598                          SUPERSEDED SURVEY CONTROL
 OK0598
 OK0598  NAD 83(1986)-  43 55 14.88091(N)    085 23 34.55958(W) AD(       ) 1
 OK0598  NAD 27      -  43 55 14.82136(N)    085 23 34.37795(W) AD(       ) 1
 OK0598
 OK0598.Superseded values are not recommended for survey control.
 OK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0598.See file dsdata.txt to determine how the superseded data were derived.
 OK0598
 OK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2901764332(NAD 83)
 OK0598_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0598_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0598+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 OK0598
 OK0598  HISTORY     - Date     Condition        Report By
 OK0598  HISTORY     - 1931     MONUMENTED       CGS
 OK0598  HISTORY     - 1980     GOOD             MIDH
 OK0598  HISTORY     - 19940903 GOOD             USPSQD
 OK0598  HISTORY     - 20010927 GOOD             USPSQD
 OK0598
 OK0598                          STATION DESCRIPTION
 OK0598
 OK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 OK0598'ABOUT 5.5 MILES NORTH-NORTHEAST
 OK0598'OF HERSEY, NEAR
 OK0598'CENTER OF SEC. 28, T. 18 N., R. 9 W.  TO REACH FROM REED
 OK0598'CITY, FOLLOW COMBINED ROUTES 131
 OK0598'AND 10 SOUTH ABOUT 1/2 MILE TO WHERE ROUTE 10
 OK0598'TURNS LEFT.  FOLLOW ROUTE 10 IN EASTERLY DIRECTION
 OK0598'7.1 MILES AND TURN NORTH ON
 OK0598'GRAVEL ROAD OPPOSITE SHELL SERVICE STATION ON SOUTH SIDE OF ROUTE 10.
 OK0598'KEEP STRAIGHT ROAD NORTH 1.8
 OK0598'MILES TO T-ROAD, TAKE RIGHT-HAND ROAD 0.3 MILE, THEN NORTH 0.5
 OK0598'MILE, RIGHT 100 YARDS, LEFT ON
 OK0598'MAIN-TRAVELED ROAD 0.5 MILE, TURN LEFT FOR 0.2 MILE TO
 OK0598'WHERE IT TURNS NORTH.  GO NORTH 0.5 MILE AND TAKE
 OK0598'DIM ROAD TO LEFT, ABOUT 1,000
 OK0598'FEET NORTH OF ABANDONED FARM BUILDINGS, FOLLOW THIS DIM ROAD BETWEEN
 OK0598'TWO FENCE LINES 0.4 MILE TO
 OK0598'TOP OF GRADE.  STATION IS ABOUT 200 YARDS SOUTH AND A LITTLE EAST
 OK0598'OF HERE, ON HIGHEST GROUND, ON
 OK0598'NORTHWEST END OF RIDGE RUNNING NORTHWEST AND SOUTHEAST.
 OK0598'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 OK0598'STATION MARKS IN CONCRETE,
 OK0598'NOTES 1A AND 7A.  UPPER MARK IS 6 INCHES BELOW SURFACE OF GROUND.
 OK0598'REFERENCE MARKS ARE
 OK0598'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS 8 METERS
 OK0598'(26 FEET) WEST OF CENTER
 OK0598'LINE OF NORTH-AND-SOUTH ROAD, 1 METER (3 FEET) WEST OF
 OK0598'FENCE ON WEST SIDE OF ROAD, APPROXIMATELY
 OK0598'100 METERS (328 FEET) NORTH OF OLD FARMHOUSE,
 OK0598'AND APPROXIMATELY 1/2 MILE FROM STATION IN AZIMUTH 256 DEG
 OK0598'38 MIN 10 SEC.  NO. 2 IS AT FOOT
 OK0598'OF SMALL TREE, AND 32.83 METERS (107.7 FEET) FROM STATION IN AZIMUTH
 OK0598'344 DEG 17 MIN.
 OK0598
 OK0598                          STATION RECOVERY (1980)
 OK0598
 OK0598'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 OK0598'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 OK0598'CONDITION.  RM 1 NOT SEEN FROM GROUND AT STATION DUE TO HEAVY WOODS.
 OK0598'RM 2 NOT SEEN FROM GROUND AT STATION DUE TO OAK TREE ON LINE.
 OK0598'
 OK0598'TO REACH DESCRIPTION OF 1931 IS GOOD.  AREA IS WOODED, BUT AN
 OK0598'OIL WELL SERVICE ROAD LEADS TO WITHIN 50 YARDS OF STATION.
 OK0598'
 OK0598'PROPERTY OWNED BY PACKAGING CORP OF AMERICA, 2245 UDEL, FILER CITY.
 OK0598
 OK0598                          STATION RECOVERY (1994)
 OK0598
 OK0598'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0598'RECOVERED IN GOOD CONDITION.
 OK0598
 OK0598                          STATION RECOVERY (2001)
 OK0598
 OK0598'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0598'PROPERTY IS NOW OWNED BY DEAN COOK AND JOHN BANCINA, 711 129 AVE.,
 OK0598'SHELBYVILLE, MI. ( 616-792-6489 ) STATION IS UNDER PROPANE TANK ON
 OK0598'SOUTH EAST CORNER OF SMALL BUILDING ON TOP OF HILL. REFERENCE MARK 1
 OK0598'WAS LOCATED 42.5 FEET (SLOPE) WEST OF ROAD (150TH AVE.) SOUTH OF
 OK0598'CORNER OF OAK ROAD AT FIRST HIGH PLOT OF LAND, 10 FEET ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0164 ***********************************************************************
 RJ0164  DESIGNATION -  HES
 RJ0164  PID         -  RJ0164
 RJ0164  STATE/COUNTY-  MI/MACKINAC
 RJ0164  USGS QUAD   -  HESSEL (1964)
 RJ0164
 RJ0164                         *CURRENT SURVEY CONTROL
 RJ0164  ___________________________________________________________________
 RJ0164* NAD 83(1986)-  46 00 22.     (N)    084 25 37.     (W)     SCALED    
 RJ0164* NAVD 88     -       184.600  (meters)     605.64   (feet)  ADJUSTED  
 RJ0164  ___________________________________________________________________
 RJ0164  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 RJ0164  DYNAMIC HT  -         184.608 (meters)     605.67  (feet)  COMP
 RJ0164  MODELED GRAV-     980,655.9   (mgal)                       NAVD 88
 RJ0164
 RJ0164  VERT ORDER  -  FIRST     CLASS 0
 RJ0164
 RJ0164.The horizontal coordinates were scaled from a topographic map and have
 RJ0164.an estimated accuracy of +/- 6 seconds.
 RJ0164
 RJ0164.The orthometric height was determined by differential leveling
 RJ0164.and adjusted by the National Geodetic Survey in June 1991..
 RJ0164
 RJ0164.The geoid height was determined by GEOID03.
 RJ0164
 RJ0164.The dynamic height is computed by dividing the NAVD 88
 RJ0164.geopotential number by the normal gravity value computed on the
 RJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0164.degrees latitude (g = 980.6199 gals.).
 RJ0164
 RJ0164.The modeled gravity was interpolated from observed gravity values.
 RJ0164
 RJ0164;                    North         East    Units  Estimated Accuracy
 RJ0164;SPC MI N     -   139,140.    8,199,240.      MT  (+/- 180 meters Scaled)
 RJ0164
 RJ0164                          SUPERSEDED SURVEY CONTROL
 RJ0164
 RJ0164  NGVD 29 (??/??/92)  184.594  (m)          605.62   (f) ADJ UNCH    1 0
 RJ0164
 RJ0164.Superseded values are not recommended for survey control.
 RJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0164.See file dsdata.txt to determine how the superseded data were derived.
 RJ0164
 RJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR992979(NAD 83)
 RJ0164_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0164_SP_SET: CULVERT
 RJ0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0164
 RJ0164  HISTORY     - Date     Condition        Report By
 RJ0164  HISTORY     - 1972     MONUMENTED       RBNF
 RJ0164  HISTORY     - 1972     GOOD             USLS
 RJ0164  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0164  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0164  HISTORY     - 20060809 MARK NOT FOUND   MIDT
 RJ0164
 RJ0164                          STATION DESCRIPTION
 RJ0164
 RJ0164'DESCRIBED BY US LAKE SURVEY 1972
 RJ0164'AT HESSEL.
 RJ0164'HES IS IN MACKINAC COUNTY, MICHIGAN, 0.07 MILES WEST FROM
 RJ0164'INTERSECTION OF 3 MILE ROAD (CO. RD. 130) AND HIGHWAY M-134
 RJ0164'IN HESSEL, 66 FEET NORTHWEST OF CAMPGROUND SIGN POST, 31.4
 RJ0164'FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 12.9 FEET EAST OF
 RJ0164'WEST EDGE OF CULVERT, 2.6 FEET NORTHWEST OF MARKER POST, 1.4
 RJ0164'FEET WEST OF EAST EDGE OF CULVERT, BEING HIGHEST POINT ON TOP
 RJ0164'OF A 7/16-INCH DIAMETER BRASS BOLT SET INTO THE CONCRETE CULVERT.
 RJ0164
 RJ0164                          STATION RECOVERY (1983)
 RJ0164
 RJ0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0164'NOT RECOVERED, CULVERT DESTROYED, CONSIDERED DESTROYED.
 RJ0164
 RJ0164                          STATION RECOVERY (1995)
 RJ0164
 RJ0164'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0164'MARK NOT FOUND.
 RJ0164
 RJ0164                          STATION RECOVERY (2006)
 RJ0164
 RJ0164'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006
 RJ0164'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0610 ***********************************************************************
 QK0610  DESIGNATION -  HESSLER
 QK0610  PID         -  QK0610
 QK0610  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0610  USGS QUAD   -  MILLERSBURG (1986)
 QK0610
 QK0610                         *CURRENT SURVEY CONTROL
 QK0610  ___________________________________________________________________
 QK0610* NAD 83(1994)-  45 15 06.14473(N)    084 07 28.21003(W)     ADJUSTED  
 QK0610* NAVD 88     -       282.     (meters)     925.     (feet)  SCALED    
 QK0610  ___________________________________________________________________
 QK0610  LAPLACE CORR-          -4.45  (seconds)                    DEFLEC99
 QK0610  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 QK0610
 QK0610  HORZ ORDER  -  THIRD
 QK0610
 QK0610.The horizontal coordinates were established by classical geodetic methods
 QK0610.and adjusted by the National Geodetic Survey in February 1997..
 QK0610
 QK0610.The orthometric height was scaled from a topographic map.
 QK0610
 QK0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0610
 QK0610.The geoid height was determined by GEOID03.
 QK0610
 QK0610;                    North         East     Units Scale Factor Converg.
 QK0610;SPC MI C     -   215,051.204 6,019,008.658   MT  0.99992716   +0 10 15.8
 QK0610;SPC MI C     -   705,548.57 19,747,403.73   iFT  0.99992716   +0 10 15.8
 QK0610;UTM  16      - 5,014,935.366   725,637.973   MT  1.00022604   +2 02 35.0
 QK0610
 QK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0610!SPC MI C     -   0.99996146  x   0.99992716  =   0.99988862
 QK0610!UTM  16      -   0.99996146  x   1.00022604  =   1.00018749
 QK0610
 QK0610:                Primary Azimuth Mark                     Grid Az
 QK0610:SPC MI C     -  HESSLER AZ MK                            003 04 33.1
 QK0610:UTM  16      -  HESSLER AZ MK                            001 12 13.9
 QK0610
 QK0610|---------------------------------------------------------------------|
 QK0610| PID    Reference Object                     Distance      Geod. Az  |
 QK0610|                                                           dddmmss.s |
 QK0610| CH1251 HESSLER AZ MK                                      0031448.9 |
 QK0610| CH1252 HESSLER RM 1                         22.451 METERS 01455     |
 QK0610| CH1253 HESSLER RM 2                         23.382 METERS 16517     |
 QK0610| QK0619 PRESQUE ISLE S LOOKOUT TOWER        APPROX.13.0 KM 1930749.8 |
 QK0610| QK0620 PRESQUE ISLE N LOOKOUT TOWER        APPROX. 7.0 KM 2440556.0 |
 QK0610|---------------------------------------------------------------------|
 QK0610
 QK0610                          SUPERSEDED SURVEY CONTROL
 QK0610
 QK0610  NAD 83(1986)-  45 15 06.13668(N)    084 07 28.21159(W) AD(       ) 3
 QK0610  NAD 27      -  45 15 06.10000(N)    084 07 28.18800(W) AD(       ) 3
 QK0610
 QK0610.Superseded values are not recommended for survey control.
 QK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0610.See file dsdata.txt to determine how the superseded data were derived.
 QK0610
 QK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2563814935(NAD 83)
 QK0610_MARKER: DS = TRIANGULATION STATION DISK
 QK0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0610_STAMPING: HESSLER 1956
 QK0610_MARK LOGO: CGS   
 QK0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0610+STABILITY: SURFACE MOTION
 QK0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0610+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1994
 QK0610
 QK0610  HISTORY     - Date     Condition        Report By
 QK0610  HISTORY     - 1956     MONUMENTED       CGS
 QK0610  HISTORY     - 19920501 GOOD             LOCENG
 QK0610  HISTORY     - 19940920 GOOD             LOCENG
 QK0610  HISTORY     - 20010331 GOOD             NGS
 QK0610
 QK0610                          STATION DESCRIPTION
 QK0610
 QK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0610'THE STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF ONAWAY, ABOUT 7
 QK0610'MILES SOUTHWEST OF MILLERSBURG
 QK0610'IN HEAVY WOODS, IN THE PRESQUE ISLE STATE FOREST, ABOUT 20 FEET WEST
 QK0610'OF THE EAST BOUNDARY OF THE
 QK0610'FOREST PRESERVE.  IT IS 14 FEET WEST OF THE CENTERLINE OF
 QK0610'A WOODS ROAD, 16 FEET SOUTHWEST OF A WHITE
 QK0610'WITNESS POST AND 12 FEET SOUTH OF A 6 INCH
 QK0610'PINE TREE WITH A TRIANGULAR BLAZE ON THE EAST SIDE.  THE MARK
 QK0610'PROJECTS 6 INCHES AND THE DISK IS
 QK0610'STAMPED HESSLER 1956.
 QK0610'
 QK0610'TO REACH THE STATION FROM THE JUNCTION OF M 33 AND M 68 IN THE WEST
 QK0610'SECTION OF ONAWAY, GO SOUTH
 QK0610'ON M 33 FOR 4.65 MILES TO A GRAVEL SIDE ROAD EAST (THIS IS WHERE
 QK0610'M 33 TURNS BACK SOUTH).  CONTINUE
 QK0610'EAST ON GRAVEL ROAD FOR 3.5 MILES TO A GRAVEL SIDE
 QK0610'ROAD RIGHT AND A SCHOOL BUILDING ON THE LEFT.  TURN
 QK0610'RIGHT AND GO SOUTH ON GRAVEL ROAD
 QK0610'FOR 0.8 MILES TO A GRAVEL T ROAD.  TURN LEFT AND GO EAST ON GRAVEL
 QK0610'ROAD FOR 2.0 MILES TO A
 QK0610'SECOND GRAVEL T ROAD.  TURN RIGHT AND GO SOUTHEASTERLY ON GRAVEL ROAD
 QK0610'FOR 0.55 MILE TO A FORK.
 QK0610'TAKE RIGHT FORK AND GO SOUTHERLY ON A SANDY ROAD FOR 0.5
 QK0610'MILE TO THE AZIMUTH MARK ON THE RIGHT.
 QK0610'CONTINUE SOUTHERLY ON THE SANDY ROAD FOR 0.1
 QK0610'MILE TO A WOODS ROAD LEFT (THIS IS JUST AFTER THE SANDY
 QK0610'ROAD TURNS WEST).  TURN LEFT AND
 QK0610'GO SOUTH ON WOODS ROAD FOR 0.35 MILE TO THE TOP OF GRADE AND THE MARK
 QK0610'ON THE RIGHT.
 QK0610'
 QK0610'REFERENCE MARK 1 IS 6 FEET EAST OF THE CENTERLINE OF THE WOODS ROAD
 QK0610'AND 1 FOOT WEST OF A FENCE.
 QK0610'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HESSLER NO 1
 QK0610'1956.
 QK0610'
 QK0610'REFERENCE MARK 2 IS 6 FEET EAST OF THE CENTERLINE OF THE WOODS ROAD
 QK0610'AND 1 FOOT WEST OF A FENCE.
 QK0610'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED HESSLER NO 2
 QK0610'1956.
 QK0610'
 QK0610'THE AZIMUTH MARK IS 15 FEET NORTHWEST OF THE CENTERLINE OF THE SANDY
 QK0610'ROAD AND 2 FEET SOUTH OF A
 QK0610'WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QK0610'STAMPED HESSLER 1956.  APPROX. 3
 QK0610'HOURS CLEARING OF SCRUB GROWTH AND SMALL TREES WILL
 QK0610'BE NECESSARY TO SEE THE AZIMUTH MARK FROM THE
 QK0610'GROUND.
 QK0610'
 QK0610'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 QK0610
 QK0610                          STATION RECOVERY (1992)
 QK0610
 QK0610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCC)
 QK0610'FOUND STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION. AZIMUTH
 QK0610'MARK HAS BEEN DESTROYED.  PLACED CARSONITE POST ALONGSIDE STATION.  A
 QK0610'55 FOOT (16.8 M) TOWER IS REQUIRED FOR GPS DUE TO RED PINE PLANTATION.
 QK0610
 QK0610                          STATION RECOVERY (1994)
 QK0610
 QK0610'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (NCC)
 QK0610'FOUND STATION MARK, REFERENCE MARKS 1 AND 2 IN GOOD CONDITION. AZIMUTH
 QK0610'MARK HAS BEEN DESTROYED.  PLACED CARSONITE POST ALONGSIDE STATION.  A
 QK0610'55 FOOT (16.8 M) TOWER IS REQUIRED FOR GPS DUE TO RED PINE PLANTATION.
 QK0610
 QK0610                          STATION RECOVERY (2001)
 QK0610
 QK0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1188 ***********************************************************************
 RJ1188  DESIGNATION -  HIAWATHA
 RJ1188  PID         -  RJ1188
 RJ1188  STATE/COUNTY-  MI/MACKINAC
 RJ1188  USGS QUAD   -  GILCHRIST (1973)
 RJ1188
 RJ1188                         *CURRENT SURVEY CONTROL
 RJ1188  ___________________________________________________________________
 RJ1188* NAD 83(1994)-  46 10 01.19403(N)    085 25 48.07116(W)     ADJUSTED  
 RJ1188* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 RJ1188  ___________________________________________________________________
 RJ1188  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 RJ1188  GEOID HEIGHT-         -34.99  (meters)                     GEOID03
 RJ1188
 RJ1188  HORZ ORDER  -  SECOND
 RJ1188
 RJ1188.The horizontal coordinates were established by classical geodetic methods
 RJ1188.and adjusted by the National Geodetic Survey in February 1997..
 RJ1188
 RJ1188.The orthometric height was scaled from a topographic map.
 RJ1188
 RJ1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1188
 RJ1188.The geoid height was determined by GEOID03.
 RJ1188
 RJ1188;                    North         East     Units Scale Factor Converg.
 RJ1188;SPC MI N     -   154,986.520 8,121,230.004   MT  0.99990496   +1 08 05.2
 RJ1188;SPC MI N     -   508,485.96 26,644,455.39   iFT  0.99990496   +1 08 05.2
 RJ1188;UTM  16      - 5,113,800.412   621,200.358   MT  0.99978058   +1 07 57.6
 RJ1188
 RJ1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1188!SPC MI N     -   0.99996347  x   0.99990496  =   0.99986843
 RJ1188!UTM  16      -   0.99996347  x   0.99978058  =   0.99974406
 RJ1188
 RJ1188|---------------------------------------------------------------------|
 RJ1188| PID    Reference Object                     Distance      Geod. Az  |
 RJ1188|                                                           dddmmss.s |
 RJ1188| CH1254 HIAWATHA RM 1                        29.012 METERS 08123     |
 RJ1188| CH1255 HIAWATHA RM 2                        25.572 METERS 15727     |
 RJ1188| RJ1214 ENGADINE                            APPROX.12.1 KM 2462117.6 |
 RJ1188|---------------------------------------------------------------------|
 RJ1188
 RJ1188                          SUPERSEDED SURVEY CONTROL
 RJ1188
 RJ1188  NAD 83(1986)-  46 10 01.18837(N)    085 25 48.06866(W) AD(       ) 2
 RJ1188  NAD 27      -  46 10 01.19543(N)    085 25 47.72714(W) AD(       ) 2
 RJ1188
 RJ1188.Superseded values are not recommended for survey control.
 RJ1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1188.See file dsdata.txt to determine how the superseded data were derived.
 RJ1188
 RJ1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2120013800(NAD 83)
 RJ1188_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1188_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1188
 RJ1188  HISTORY     - Date     Condition        Report By
 RJ1188  HISTORY     - 1965     MONUMENTED       CGS
 RJ1188
 RJ1188                          STATION DESCRIPTION
 RJ1188
 RJ1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1188'STATION IS ABOUT 8 MILES NORTHEAST OF ENGADINE, 6 MILES WEST OF
 RJ1188'GARNET, 4-1/2
 RJ1188'MILES NORTH OF NAUBINWAY, AND ON PROPERTY OWNED BY THE
 RJ1188'HIAWATHA SPORTSMEN CLUB.
 RJ1188'
 RJ1188'TO REACH THE STATION FROM THE RAILROAD CROSSING IN ENGADINE, GO
 RJ1188'NORTH ON STATE
 RJ1188'HIGHWAY 117 FOR 0.05 MILE TO A CROSSROAD.  TURN RIGHT AND
 RJ1188'GO EAST ON COUNTY ROUTE 930 FOR
 RJ1188'6.3 MILES TO A SIDE ROAD RIGHT (COUNTY
 RJ1188'ROUTE 941).  CONTINUE EAST ON COUNTY ROUTE 930 FOR
 RJ1188'0.7 MILE TO A SIDE
 RJ1188'ROAD LEFT AND A LOCKED GATE.  (KEY FOR THE LOCKED GATE MAY BE
 RJ1188'OBTAINED FROM THE
 RJ1188'HIAWATHA SPORTSMEN CLUB.) TURN LEFT, PASS THROUGH THE GATE AND
 RJ1188'GO NORTH ON A TRACK ROAD
 RJ1188'(TRAIL A) FOR 1.15 MILES TO A FORK (TRAIL B.)
 RJ1188'CONTINUE NORTH ON THE TRACK ROAD FOR 1.55
 RJ1188'MILES TO A WOODS ROAD LEFT.
 RJ1188'TURN LEFT AND GO WEST ON THE WOODS ROAD FOR 0.25 MILE TO A
 RJ1188'FORK.  TAKE THE
 RJ1188'RIGHT FORK AND GO NORTH ON A TRACK ROAD FOR 0.05 MILE TO THE STATION.
 RJ1188'
 RJ1188'STATION MARKS ARE STANDARD DISKS STAMPED
 RJ1188'HIAWATHA 1965.  THE SURFACE
 RJ1188'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 10
 RJ1188'INCHES.  IT IS 40
 RJ1188'FEET EAST OF A 10 INCH MAPLE TREE, 39 FEET NORTHWEST OF AN 8 INCH
 RJ1188'MAPLE TREE, 20 FEET
 RJ1188'SOUTH OF A 5 INCH MAPLE TREE AND 5 FEET SOUTH OF A
 RJ1188'METAL WITNESS POST.  THE UNDERGROUND
 RJ1188'DISK IS SET IN AN IRREGULAR MASS OF
 RJ1188'CONCRETE 48 INCHES BELOW THE GROUND SURFACE.
 RJ1188'
 RJ1188'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HIAWATHA NO 1 1965,
 RJ1188'IS SET IN A ROUND
 RJ1188'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 75
 RJ1188'FEET EAST OF THE 8 INCH MAPLE TREE,
 RJ1188'31 FEET SOUTH-SOUTHWEST OF AN 8
 RJ1188'INCH PINE TREE, 19 FEET NORTH OF A 4 INCH BEECH TREE
 RJ1188'AND 2 FEET WEST OF A
 RJ1188'METAL WITNESS POST.
 RJ1188'
 RJ1188'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HIAWATHA NO 2 1965, IS
 RJ1188'SET IN A ROUND
 RJ1188'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 19 FEET
 RJ1188'WEST OF THE CENTER OF A TRACK
 RJ1188'ROAD, 15 FEET NORTHEAST OF A 10 INCH
 RJ1188'MAPLE TREE AND 2 FEET NORTHEAST OF A METAL
 RJ1188'WITNESS POST.
 RJ1188'
 RJ1188'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 RJ1188'
 RJ1188'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0626 ***********************************************************************
 RK0626  DESIGNATION -  HIAWATHA RAD STA KAX 350 MAST
 RK0626  PID         -  RK0626
 RK0626  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0626  USGS QUAD   -  
 RK0626
 RK0626                         *CURRENT SURVEY CONTROL
 RK0626  ___________________________________________________________________
 RK0626* NAD 83(1994)-  46 08 32.38936(N)    086 18 14.30861(W)     ADJUSTED  
 RK0626* NAVD 88     -                                                        
 RK0626  ___________________________________________________________________
 RK0626  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 RK0626  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 RK0626
 RK0626  HORZ ORDER  -  THIRD
 RK0626
 RK0626.The horizontal coordinates were established by classical geodetic methods
 RK0626.and adjusted by the National Geodetic Survey in February 1997..
 RK0626
 RK0626
 RK0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0626
 RK0626.The geoid height was determined by GEOID03.
 RK0626
 RK0626;                    North         East     Units Scale Factor Converg.
 RK0626;SPC MI N     -   151,280.357 8,053,772.261   MT  0.99990593   +0 30 11.1
 RK0626;SPC MI N     -   496,326.63 26,423,137.34   iFT  0.99990593   +0 30 11.1
 RK0626;UTM  16      - 5,110,097.014   553,756.449   MT  0.99963552   +0 30 06.8
 RK0626
 RK0626                          SUPERSEDED SURVEY CONTROL
 RK0626
 RK0626  NAD 83(1986)-  46 08 32.38379(N)    086 18 14.30457(W) AD(       ) 4
 RK0626  NAD 27      -  46 08 32.50993(N)    086 18 13.76535(W) AD(       ) 3
 RK0626
 RK0626.Superseded values are not recommended for survey control.
 RK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0626.See file dsdata.txt to determine how the superseded data were derived.
 RK0626
 RK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5375610097(NAD 83)
 RK0626_MARKER: 42 = RADIO/TV MAST
 RK0626
 RK0626  HISTORY     - Date     Condition        Report By
 RK0626  HISTORY     - 1965     FIRST OBSERVED   CGS
 RK0626
 RK0626                          STATION DESCRIPTION
 RK0626
 RK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0626'THE STATION IS THE CENTER OF A 3 LEG GUYED STEEL MAST PAINTED IN
 RK0626'ALTERNATING SECTIONS WITH INTERNATIONAL ORANGE AND WHITE, WITH A
 RK0626'FLASHING RED BEACON ON TOP AND ONE PAIR OF STEADY RED SIDEARM
 RK0626'LIGHTS AT THE MIDPOINT OF THE MAST.  THE OVERALL HEIGHT IS 219
 RK0626'FEET.
 RK0626'
 RK0626'THE STATION IS LOCATED EAST OF MICHIGAN STATE ROUTE 94, ABOUT 9-1/2
 RK0626'MILES EAST-SOUTHEAST OF STEUBEN AND 14 MILES NORTH OF MANISTIQUE IN
 RK0626'SECTION 10, T. 43 N., R. 16 W.  THE MAST IS OWNED AND OPERATED BY
 RK0626'THE MICHIGAN STATE HIGHWAY DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0261 ***********************************************************************
 NE0261  DESIGNATION -  HICK A USLS
 NE0261  PID         -  NE0261
 NE0261  STATE/COUNTY-  MI/ST CLAIR
 NE0261  USGS QUAD   -  MARINE CITY (1968)
 NE0261
 NE0261                         *CURRENT SURVEY CONTROL
 NE0261  ___________________________________________________________________
 NE0261* NAD 83(1986)-  42 39 18.     (N)    082 30 53.     (W)     SCALED    
 NE0261* NAVD 88     -       177.275  (meters)     581.61   (feet)  ADJUSTED  
 NE0261  ___________________________________________________________________
 NE0261  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0261  DYNAMIC HT  -         177.226 (meters)     581.45  (feet)  COMP
 NE0261  MODELED GRAV-     980,340.5   (mgal)                       NAVD 88
 NE0261
 NE0261  VERT ORDER  -  FIRST     CLASS 0
 NE0261
 NE0261.The horizontal coordinates were scaled from a topographic map and have
 NE0261.an estimated accuracy of +/- 6 seconds.
 NE0261
 NE0261.The orthometric height was determined by differential leveling
 NE0261.and adjusted by the National Geodetic Survey in June 1991..
 NE0261
 NE0261.The geoid height was determined by GEOID03.
 NE0261
 NE0261.The dynamic height is computed by dividing the NAVD 88
 NE0261.geopotential number by the normal gravity value computed on the
 NE0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0261.degrees latitude (g = 980.6199 gals.).
 NE0261
 NE0261.The modeled gravity was interpolated from observed gravity values.
 NE0261
 NE0261;                    North         East    Units  Estimated Accuracy
 NE0261;SPC MI S     -   129,960.    4,151,830.      MT  (+/- 180 meters Scaled)
 NE0261
 NE0261                          SUPERSEDED SURVEY CONTROL
 NE0261
 NE0261  NGVD 29 (??/??/92)  177.400  (m)          582.02   (f) ADJ UNCH    1 0
 NE0261
 NE0261.Superseded values are not recommended for survey control.
 NE0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0261.See file dsdata.txt to determine how the superseded data were derived.
 NE0261
 NE0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758236(NAD 83)
 NE0261_MARKER: P = PIPE CAP
 NE0261_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0261_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0261
 NE0261  HISTORY     - Date     Condition        Report By
 NE0261  HISTORY     - 1957     MONUMENTED       USLS
 NE0261  HISTORY     - 1970     GOOD             USLS
 NE0261  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0261  HISTORY     - 19950624 MARK NOT FOUND   USPSQD
 NE0261  HISTORY     - 20050506 MARK NOT FOUND   USPSQD
 NE0261
 NE0261                          STATION DESCRIPTION
 NE0261
 NE0261'DESCRIBED BY US LAKE SURVEY 1970
 NE0261'AT ROBERTS LANDING.
 NE0261'HICK A IS AT ROBERTS LANDING, ST. CLAIR COUNTY, MICHIGAN, NEAR
 NE0261'NORTH END OF ALGONAC STATE PARK, ON THE WEST SIDE OF HIGHWAY
 NE0261'M-29, 302 FEET DOWNRIVER FROM SOUTHEAST CORNER OF RESIDENCE
 NE0261'AT 8712, 238 FEET WESTERLY OF A 36-INCH MULTIPLE WILLOW WHICH IS ON
 NE0261'EAST SIDE OF HIGHWAY M-29 AND AT THE WATERS EDGE, 212 FEET
 NE0261'WESTERLY OF HIGHWAY CENTERLINE, 178.3 FEET SOUTH OF A 30-INCH MAPLE
 NE0261'WHICH IS THE WESTERLY OF TWO TREES, 124 FEET DOWNRIVER FROM
 NE0261'CENTERLINE OF CURVED GRAVEL DRIVEWAY TO PARK MANAGERS RESIDENCE,
 NE0261'27.2 FEET SOUTH OF CENTERLINE OF EAST-WEST DRAINAGE DITCH, 1/2
 NE0261'FOOT BELOW THE GROUND SURFACE, REACHED THROUGH A 4-INCH DIAMETER
 NE0261'TILE SET FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT
 NE0261'ON TOP OF A 1-INCH DIAMETER GALVANIZED IRON PIPE, 8-1/2 FEET LONG.
 NE0261'NOTE-- BM 1957
 NE0261
 NE0261                          STATION RECOVERY (1980)
 NE0261
 NE0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0261'MARK NOT FOUND.
 NE0261
 NE0261                          STATION RECOVERY (1995)
 NE0261
 NE0261'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0261'MARK NOT FOUND.
 NE0261
 NE0261                          STATION RECOVERY (2005)
 NE0261
 NE0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0750 ***********************************************************************
 RJ0750  DESIGNATION -  HICKLER IBC 1943
 RJ0750  PID         -  RJ0750
 RJ0750  STATE/COUNTY-  MI/CHIPPEWA
 RJ0750  USGS QUAD   -  
 RJ0750
 RJ0750                         *CURRENT SURVEY CONTROL
 RJ0750  ___________________________________________________________________
 RJ0750* NAD 83(1994)-  46 31 09.24838(N)    084 07 18.45157(W)     ADJUSTED  
 RJ0750* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0750  ___________________________________________________________________
 RJ0750  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 RJ0750  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 RJ0750
 RJ0750  HORZ ORDER  -  THIRD
 RJ0750
 RJ0750.The horizontal coordinates were established by classical geodetic methods
 RJ0750.and adjusted by the National Geodetic Survey in February 1997..
 RJ0750
 RJ0750.The orthometric height was scaled from a topographic map.
 RJ0750
 RJ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0750
 RJ0750.The geoid height was determined by GEOID03.
 RJ0750
 RJ0750;                    North         East     Units Scale Factor Converg.
 RJ0750;SPC MI N     -   196,945.052 8,220,792.631   MT  0.99991115   +2 04 49.2
 RJ0750;SPC MI N     -   646,145.18 26,971,104.43   iFT  0.99991115   +2 04 49.2
 RJ0750;SPC MI C     -   355,945.565 6,018,796.060   MT  1.00029333   +0 10 22.7
 RJ0750;SPC MI C     - 1,167,800.41 19,746,706.23   iFT  1.00029333   +0 10 22.7
 RJ0750;UTM  16      - 5,155,765.937   720,767.612   MT  1.00019913   +2 05 21.4
 RJ0750
 RJ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0750!SPC MI N     -   0.99997817  x   0.99991115  =   0.99988932
 RJ0750!SPC MI C     -   0.99997817  x   1.00029333  =   1.00027149
 RJ0750!UTM  16      -   0.99997817  x   1.00019913  =   1.00017730
 RJ0750
 RJ0750|---------------------------------------------------------------------|
 RJ0750| PID    Reference Object                     Distance      Geod. Az  |
 RJ0750|                                                           dddmmss.s |
 RJ0750| RJ0749 REF MON 24 IBC ECC 1943             187.086 METERS 05424     |
 RJ0750| RJ0761 ARMY IBC 1943                       366.592 METERS 14425     |
 RJ0750| RJ0756 CHURCH IBC 1943                     463.844 METERS 1872119.5 |
 RJ0750| RJ0757 SQUAW IBC 1943                      195.248 METERS 20625     |
 RJ0750| RJ0759 MAPLE IBC 1943                      342.812 METERS 31436     |
 RJ0750| RJ0755 ELGIE IBC 1943                      229.639 METERS 35151     |
 RJ0750|---------------------------------------------------------------------|
 RJ0750
 RJ0750                          SUPERSEDED SURVEY CONTROL
 RJ0750
 RJ0750  NAD 83(1986)-  46 31 09.24252(N)    084 07 18.46119(W) AD(       ) 3
 RJ0750  NAD 27      -  46 31 09.15700(N)    084 07 18.35400(W) AD(       ) 3
 RJ0750
 RJ0750.Superseded values are not recommended for survey control.
 RJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0750.See file dsdata.txt to determine how the superseded data were derived.
 RJ0750
 RJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2076855766(NAD 83)
 RJ0750_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0750_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0750+WITH SETTING: PAVEMENT
 RJ0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0750+STABILITY: SURFACE MOTION
 RJ0750
 RJ0750  HISTORY     - Date     Condition        Report By
 RJ0750  HISTORY     - 1943     MONUMENTED       IBC
 RJ0750
 RJ0750                          STATION DESCRIPTION
 RJ0750
 RJ0750'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0750'ON SUGAR ISLAND, AT OLD CHURCHVILLE, OPPOSITE SQUIRREL ISLAND.  IT IS
 RJ0750'40 FEET BACK FROM STEEP BANK, 8 FEET ABOVE HIGH - WATER MARK, ON
 RJ0750'LINE WITH EXTENSION OF S FENCE OF MR HICKLERS PROPERTY ON FLAT
 RJ0750'GROUND, AND NEARLY OPPOSITE A SMALL DRAW IN RIVER BANK.  1 INCH
 RJ0750'UNDER SURFACE IN 1958.
 RJ0750'
 RJ0750'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IN A
 RJ0750'CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 20 INCHES LONG SET
 RJ0750'FLUSH WITH SURFACE OF GROUND.  SUBSURFACE MARK IS ROUNDHEADED COPPER
 RJ0750'RIVET IN A CYLINDER OF CONCRETE 7 INCHES IN DIAMETER AND 10 INCHES
 RJ0750'LONG SET 2 FEET UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1536 ***********************************************************************
 NE1536  DESIGNATION -  HICKORY
 NE1536  PID         -  NE1536
 NE1536  STATE/COUNTY-  MI/OAKLAND
 NE1536  USGS QUAD   -  WEST HIGHLAND (1983)
 NE1536
 NE1536                         *CURRENT SURVEY CONTROL
 NE1536  ___________________________________________________________________
 NE1536* NAD 83(1994)-  42 40 33.38162(N)    083 39 53.96303(W)     ADJUSTED  
 NE1536* NAVD 88     -       361.     (meters)    1184.     (feet)  SCALED    
 NE1536  ___________________________________________________________________
 NE1536  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 NE1536  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NE1536
 NE1536  HORZ ORDER  -  FIRST
 NE1536
 NE1536.The horizontal coordinates were established by classical geodetic methods
 NE1536.and adjusted by the National Geodetic Survey in February 1997..
 NE1536
 NE1536.The orthometric height was scaled from a topographic map.
 NE1536
 NE1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1536
 NE1536.The geoid height was determined by GEOID03.
 NE1536
 NE1536;                    North         East     Units Scale Factor Converg.
 NE1536;SPC MI S     -   130,859.736 4,057,509.538   MT  0.99991350   +0 28 39.0
 NE1536;SPC MI S     -   429,329.84 13,312,039.17   iFT  0.99991350   +0 28 39.0
 NE1536;UTM  17      - 4,728,273.101   281,636.521   MT  1.00018667   -1 48 25.8
 NE1536
 NE1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1536!SPC MI S     -   0.99994866  x   0.99991350  =   0.99986217
 NE1536!UTM  17      -   0.99994866  x   1.00018667  =   1.00013532
 NE1536
 NE1536:                Primary Azimuth Mark                     Grid Az
 NE1536:SPC MI S     -  HICKORY AZ MK                            067 12 18.8
 NE1536:UTM  17      -  HICKORY AZ MK                            069 29 23.6
 NE1536
 NE1536|---------------------------------------------------------------------|
 NE1536| PID    Reference Object                     Distance      Geod. Az  |
 NE1536|                                                           dddmmss.s |
 NE1536| CH0292 HICKORY AZ MK                                      0674057.8 |
 NE1536| CH0293 HICKORY RM 1                         38.615 METERS 07258     |
 NE1536| NE1532 MILFORD GMC PROVING GROUND TK       APPROX.11.9 KM 1852554.0 |
 NE1536| CH0294 HICKORY RM 2                         24.871 METERS 27020     |
 NE1536|---------------------------------------------------------------------|
 NE1536
 NE1536                          SUPERSEDED SURVEY CONTROL
 NE1536
 NE1536  NAD 83(1986)-  42 40 33.38364(N)    083 39 53.99056(W) AD(       ) 1
 NE1536  NAD 27      -  42 40 33.28600(N)    083 39 54.19400(W) AD(       ) 1
 NE1536
 NE1536.Superseded values are not recommended for survey control.
 NE1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1536.See file dsdata.txt to determine how the superseded data were derived.
 NE1536
 NE1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8163728273(NAD 83)
 NE1536_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1536
 NE1536  HISTORY     - Date     Condition        Report By
 NE1536  HISTORY     - 1943     MONUMENTED       CGS
 NE1536
 NE1536                          STATION DESCRIPTION
 NE1536
 NE1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FW)
 NE1536'STATION IS LOCATED
 NE1536'ON THE W SIDE OF
 NE1536'HICKORY RIDGE ROAD ABOUT 2 MILES W OF THE VILLAGE
 NE1536'OF CLYDE AND ON PROPERTY OWNED BY
 NE1536'THE HICKORY RIDGE SCHOOL.
 NE1536'IT IS 35.2 FEET SE OF THE SE CORNER OF THE SCHOOL,
 NE1536'28.0 FEET N OF
 NE1536'A STANDARD WHITE REFERENCE POST AND 34 FEET NE OF A 30-INCH POPLAR
 NE1536'TREE.  THE DISK IS
 NE1536'STAMPED HICKORY 1943.
 NE1536'
 NE1536'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1536'DISKS SET IN
 NE1536'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1536'
 NE1536'REFERENCE MARK 1 IS 126.69 FEET (SLOPE DISTANCE) E OF THE STATION,
 NE1536'29.8 FEET W OF THE
 NE1536'CENTER LINE OF THE ROAD, 22 FEET N OF A
 NE1536'24-INCH POPLAR TREE AND 21.2 FEET S
 NE1536'OF A 20-INCH POPLAR TREE.
 NE1536'THE DISK IS STAMPED HICKORY NO 1 1943.
 NE1536'
 NE1536'REFERENCE MARK 2 IS 81.60 FEET W OF THE STATION, 1.0 FOOT W
 NE1536'OF A N-S FENCELINE
 NE1536'AND 36.4 FEET SW OF THE SW CORNER OF THE SCHOOL.
 NE1536'THE DISK IS STAMPED HICKORY NO 2
 NE1536'1943.
 NE1536'
 NE1536'AZIMUTH MARK IS ABOUT 0.8 MILE ENE OF THE STATION, 3.5 FEET
 NE1536'W OF A BRONZE
 NE1536'REFERENCE POST, 27 FEET S OF CLYDE ROAD, 2.5 FEET S
 NE1536'OF A POLE, AND 2.4 FEET N OF THE
 NE1536'S ROAD FENCE.  THE DISK IS
 NE1536'STAMPED HICKORY 1943.
 NE1536'
 NE1536'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 NE1536'CLYDE, GO W ON
 NE1536'CLYDE ROAD FOR 1.7 MILES TO A LARGE BARN ON THE
 NE1536'RIGHT AND AZIMUTH MARK ON THE
 NE1536'LEFT, CONTINUE STRAIGHT AHEAD 0.7
 NE1536'MILE TO HICKORY RIDGE ROAD, TURN LEFT AND GO
 NE1536'0.25 MILE TO THE
 NE1536'HICKORY RIDGE SCHOOL ON THE RIGHT AND STATION.
 NE1536'
 NE1536'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1361 ***********************************************************************
 NF1361  DESIGNATION -  HICKS
 NF1361  PID         -  NF1361
 NF1361  STATE/COUNTY-  MI/LIVINGSTON
 NF1361  USGS QUAD   -  GREGORY (1996)
 NF1361
 NF1361                         *CURRENT SURVEY CONTROL
 NF1361  ___________________________________________________________________
 NF1361* NAD 83(1994)-  42 28 12.14916(N)    084 07 27.17535(W)     ADJUSTED  
 NF1361* NAVD 88     -       317.5    (meters)    1042.     (feet)  GPS OBS   
 NF1361  ___________________________________________________________________
 NF1361  X           -     482,389.105 (meters)                     COMP
 NF1361  Y           -  -4,687,357.032 (meters)                     COMP
 NF1361  Z           -   4,284,452.405 (meters)                     COMP
 NF1361  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 NF1361  ELLIP HEIGHT-         284.11  (meters)          (07/17/02) GPS OBS
 NF1361  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF1361
 NF1361  HORZ ORDER  -  FIRST
 NF1361  ELLP ORDER  -  FOURTH    CLASS I
 NF1361
 NF1361.The horizontal coordinates were established by classical geodetic methods
 NF1361.and adjusted by the National Geodetic Survey in February 1997..
 NF1361
 NF1361.The orthometric height was determined by GPS observations and a
 NF1361.high-resolution geoid model.
 NF1361
 NF1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1361
 NF1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1361
 NF1361.The ellipsoidal height was determined by GPS observations
 NF1361.and is referenced to NAD 83.
 NF1361
 NF1361.The geoid height was determined by GEOID03.
 NF1361
 NF1361;                    North         East     Units Scale Factor Converg.
 NF1361;SPC MI S     -   107,778.525 4,019,937.403   MT  0.99993295   +0 09 54.0
 NF1361;SPC MI S     -   353,604.08 13,188,771.01   iFT  0.99993295   +0 09 54.0
 NF1361;UTM  16      - 4,705,974.310   736,413.785   MT  1.00028772   +1 56 33.5
 NF1361
 NF1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1361!SPC MI S     -   0.99995544  x   0.99993295  =   0.99988840
 NF1361!UTM  16      -   0.99995544  x   1.00028772  =   1.00024315
 NF1361
 NF1361:                Primary Azimuth Mark                     Grid Az
 NF1361:SPC MI S     -  MICHIGAN STATE SANITORIUM TANK           043 19 12.6
 NF1361:UTM  16      -  MICHIGAN STATE SANITORIUM TANK           041 32 33.1
 NF1361
 NF1361|---------------------------------------------------------------------|
 NF1361| PID    Reference Object                     Distance      Geod. Az  |
 NF1361|                                                           dddmmss.s |
 NF1361| NE1537 MICHIGAN STATE SANITORIUM TANK      APPROX.17.8 KM 0432906.6 |
 NF1361| CH0295 HICKS AZ MK                                        0585131.7 |
 NF1361| CH0296 HICKS AZ MK 2                                      0585155.9 |
 NF1361| CH0298 HICKS RM 2                           41.984 METERS 23046     |
 NF1361| NF1369 STOCKBRIDGE BLACK WATER TANK        APPROX. 5.1 KM 2435056.1 |
 NF1361| CH0297 HICKS RM 1                           15.198 METERS 35750     |
 NF1361|---------------------------------------------------------------------|
 NF1361
 NF1361                          SUPERSEDED SURVEY CONTROL
 NF1361
 NF1361  ELLIP H (02/03/97)  284.16   (m)                       GP(       ) 4 1
 NF1361  NAD 83(1986)-  42 28 12.15166(N)    084 07 27.19815(W) AD(       ) 1
 NF1361  NAD 27      -  42 28 12.02272(N)    084 07 27.35806(W) AD(       ) 1
 NF1361  NGVD 29 (08/17/92)  317.8    (m)         1043.     (f) GPS OBS        
 NF1361
 NF1361.Superseded values are not recommended for survey control.
 NF1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1361.See file dsdata.txt to determine how the superseded data were derived.
 NF1361
 NF1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3641405974(NAD 83)
 NF1361_MARKER: DD = SURVEY DISK
 NF1361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1361_SP_SET: CONCRETE POST
 NF1361_STAMPING: HICKS 1932
 NF1361_MARK LOGO: CGS   
 NF1361_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1361+STABILITY: SURFACE MOTION
 NF1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1361+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 NF1361
 NF1361  HISTORY     - Date     Condition        Report By
 NF1361  HISTORY     - 1932     MONUMENTED       CGS
 NF1361  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1361  HISTORY     - 1970     SEE DESCRIPTION  USGS
 NF1361  HISTORY     - 1971     SEE DESCRIPTION  NGS
 NF1361  HISTORY     - 1981     GOOD             MIDH
 NF1361  HISTORY     - 1983     GOOD             USPSQD
 NF1361  HISTORY     - 19891103 GOOD             NGS
 NF1361  HISTORY     - 19901127 GOOD             MIDH
 NF1361  HISTORY     - 19910626 GOOD             NGS
 NF1361
 NF1361                          STATION DESCRIPTION
 NF1361
 NF1361'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1361'ABOUT 3 MILES EAST
 NF1361'AND 1-3/4 MILES
 NF1361'NORTH OF STOCKBRIDGE, 3 MILES NORTH OF LIVINGSTON-INGHAM COUNTY
 NF1361'LINE, NEAR HIGHEST POINT OF
 NF1361'PROMINENT RIDGE ON PROPERTY BELONGING TO MR. HICKS,
 NF1361'ON HIGHEST POINT ON NORTH-AND-SOUTH FENCE
 NF1361'LINE, ABOUT 12 YARDS EAST OF CENTER
 NF1361'LINE OF FARM ROAD, AND ABOUT 35 YARDS WEST OF LONE PINE
 NF1361'TREE.  TO REACH FROM
 NF1361'STOCKBRIDGE, GO EAST 3.2 MILES ON ROUTE M-106 TO ROAD TO NORTH,
 NF1361'PROCEED NORTH 1 MILE TO
 NF1361'CROSSROADS AT FULMER SCHOOL, PROCEED WEST 1/4 MILE TO ROAD TO NORTH
 NF1361'ON WEST SIDE OF FENCE AND
 NF1361'HEDGEROW, TURN NORTH ONTO THIS FARM ROAD, AND GO 0.2
 NF1361'MILE TO STATION SITE ON TOP OF HILL.
 NF1361'SURFACE AND UNDERGROUND MARKS ARE STANDARD
 NF1361'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 NF1361'MARK PROJECTS 2 INCHES.
 NF1361'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 NF1361'NOTE 11A.  NO. 1 PROJECTS 4
 NF1361'INCHES, IS IN NORTH-AND-SOUTH FENCE LINE, 6 FEET SOUTH OF 16-INCH
 NF1361'HICKORY TREE, AND 50.00 FEET
 NF1361'(SLOPE) FROM STATION IN AZIMUTH 177 DEG 49 MIN.  NO. 2
 NF1361'PROJECTS 4 INCHES, IS IN EAST-AND-WEST ROW OF
 NF1361'TREES, ABOUT MIDWAY BETWEEN HICKORY
 NF1361'TREE ON EAST AND OAK TREE ON WEST, AND 138.35 FEET (SLOPE) FROM
 NF1361'STATION IN AZIMUTH 50 DEG 46
 NF1361'MIN.  AZIMUTH MARK PROJECTS 6 INCHES, IS 23 FEET WEST OF CENTER LINE
 NF1361'OF NORTH-AND-SOUTH SECTION-LINE GRAVEL ROAD, 1
 NF1361'FOOT EAST OF WEST RIGHT-OF-WAY FENCE, 8 FEET
 NF1361'SOUTH OF CORNER BETWEEN FARMYARD AND GARDEN,
 NF1361'OPPOSITE MR. TAYLORS BARN, AND
 NF1361'APPROXIMATELY 0.25 MILE FROM STATION IN AZIMUTH 238 DEG 51 MIN
 NF1361'30 SEC.
 NF1361
 NF1361                          STATION RECOVERY (1970)
 NF1361
 NF1361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 NF1361'HICKS AND ALL SURFACE MARKS FOUND AS DESCRIBED.  AZ MK TILTED
 NF1361'SLIGHTLY.  DISTANCES
 NF1361'CHECKED OK.
 NF1361'
 NF1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MI E AND 1
 NF1361'1/2 MI N OF STOCKBRIDGE
 NF1361
 NF1361                          STATION RECOVERY (1971)
 NF1361
 NF1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 NF1361'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 NF1361'THE AZIMUTH MARK
 NF1361'WAS FOUND LEANING TO THE SOUTHWEST.  THE MARK WAS
 NF1361'STRAIGHTNED UP AND USED AS THE 1971
 NF1361'AZIMUTH MARK.  THE SLOPE DISTANCE
 NF1361'TO THE REFERENCE MARKS CHECKED BUT HORIZONAL DISTANCES
 NF1361'WERE MEASURED AT
 NF1361'THIS TIME.  A NEW DESCRIPTION IS NEEDED.
 NF1361'
 NF1361'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF THE LIVINGSTON-INGHAM
 NF1361'COUNTY LINE, ON
 NF1361'THE HIGHEST POINT OF A PROMINENT RIDGE, ON THE
 NF1361'PROPERTY OF MR. HICKS, 56 FEET
 NF1361'SOUTH OF A 24 INCH HICKORY TREE, 79 FEET
 NF1361'NORTH OF AN EAST-WEST HEDGE ROW, 51 FEET NORTH OF
 NF1361'A 20 INCH WILD CHERRY
 NF1361'TREE, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE (PROPERTY LINE FENCE
 NF1361'BETWEEN HICKS AND
 NF1361'TAYLOR) AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.
 NF1361'THE MONUMENT PROJECTS 4
 NF1361'INCHES AND THE DISK IS STAMPED HICKS 1932. (NOTE 1A 7A)
 NF1361'
 NF1361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M 52 AND M
 NF1361'106 IN
 NF1361'STOCKBRIDGE, GO EASTERLY ON HIGHWAY M 106 FOR 3.2 MILES TO A
 NF1361'GRAVELED ROAD NORTH.
 NF1361'TURN LEFT AND GO NORTH ON DUTTON ROAD FOR 1.1 MILES
 NF1361'TO THE INTERSECTION OF DEXTER TRAIL
 NF1361'ROAD.* TURN LEFT ON DEXTER TRAIL RD.
 NF1361'AND GO WEST FOR 0.25 MILE TO A NORTH-SOUTH FENCE LINE
 NF1361'AND A GAP.  TURN
 NF1361'RIGHT PASSING THROUGHT THE GAP AND GO NORTH ALONG THE WEST SIDE OF
 NF1361'THE FENCE FOR 0.15
 NF1361'MILE TO THE HIGHEST POINT AND THE STATION.
 NF1361'
 NF1361'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 NF1361'DUTTON ROAD FOR
 NF1361'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NF1361'
 NF1361'REFERENCE MARK 1 IS 6 FEET SOUTH OF THE HICKORY TREE, 1 FOOT WEST
 NF1361'OF THE FENCE.  THE
 NF1361'MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED
 NF1361'HICKS NO 1 1932.
 NF1361'
 NF1361'REFERENCE MARK 2 IS 18 FEET WEST OF AN 18 INCH APPLE TREE, 12
 NF1361'FEET EAST OF A 4
 NF1361'TRUNKED OAK TREE AND IN THE EAST-WEST HEDGE ROW.  THE
 NF1361'MONUMENT PROJECTS 2 INCHES AND THE
 NF1361'DISK IS STAMPED HICKS NO 2 1932.
 NF1361'
 NF1361'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED HICKS
 NF1361'1932 1971 AZIMUTH
 NF1361'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING
 NF1361'10 INCHES, 27 FEET WEST OF THE
 NF1361'CENTERLINE OF THE ROAD, 52 FEET SOUTH OF
 NF1361'THE CENTERLINE OF DRIVEWAY TO BARNYARD, 1 FOOT
 NF1361'NORTH OF A METAL WITNESS
 NF1361'POST AND 1 FOOT EAST OF A FENCE.
 NF1361'
 NF1361'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN.  ABOUT 3 MILES
 NF1361'NORTHEAST OF STOCKBRIDGE
 NF1361'
 NF1361'HEIGHT OF LIGHT ABOVE STATION MARK- 5 FEET.
 NF1361
 NF1361                          STATION RECOVERY (1981)
 NF1361
 NF1361'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (LC)
 NF1361'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD CONDITION
 NF1361'AS DESCRIBED.
 NF1361
 NF1361                          STATION RECOVERY (1983)
 NF1361
 NF1361'RECOVERY NOTE BY US POWER SQUADRON 1983 (MTM)
 NF1361'STATION - DISK IN GOOD CONDITION.
 NF1361'
 NF1361'HICKS NO LONGER VISIBLE.
 NF1361'
 NF1361'ALL MEASUREMENTS GOOD.
 NF1361'
 NF1361'AZIMUTH MARK IN GOOD CONDITION.
 NF1361'
 NF1361'HICKS NAME VERY CLEAR ON DISK.
 NF1361'
 NF1361'GOOD MEASUREMENTS.
 NF1361'
 NF1361'LINE BETWEEN STATION AND AZIMUTH MARK DESTROYED BY BLDGS.
 NF1361'
 NF1361'ALL PROPERTIES OWNED BY TAYLORS NOW.
 NF1361'
 NF1361'(ON DUTTON ROAD) .2 MI FROM INTERSECTION OF DUTTON AND DEXTER
 NF1361'TRAIL W SIDE OF ROAD - 23 FEET FROM CENTERLINE.
 NF1361
 NF1361                          STATION RECOVERY (1989)
 NF1361
 NF1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF1361'THE STATION IS LOCATED IN QUAD. 420842, SECTION 18, T-1-N, R-3-E,
 NF1361'UNADILLA TOWNSHIP, ABOUT 4.8 KM (3.00 MI) NORTH OF LIVINGSTON-INGHAM
 NF1361'COUNTY LINE, ON THE HIGHEST POINT OF A PROMINENT RIDGE.
 NF1361'OWNERSHIP---MR. JOE TAYLOR, 16250 DUTTON ROAD, GREGORY MI 48137. PHONE
 NF1361'(517)851-8303.
 NF1361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-52 AND
 NF1361'M-106 IN THE CENTER OF STOCKBRIDGE, GO EASTERLY ON HIGHWAY M-106 FOR
 NF1361'5.2 KM (3.25 MI) TO A GRAVEL ROAD LEFT, DUTTON ROAD.  TURN LEFT AND GO
 NF1361'NORTHERLY FOR 1.6 KM (1.00 MI) TO A PAVED CROSSROAD, DEXTER TRAIL.
 NF1361'TURN LEFT AND GO WESTERLY UP STEEP HILL FOR 0.23 KM (0.15 MI) TO A
 NF1361'FIELD ENTRANCE ON THE RIGHT, JUST BEFORE REACHING THE CREST OF THE
 NF1361'HILL.  TURN SHARP RIGHT INTO FIELD AND FOLLOW THE TWO-TRACK FIELD ROAD
 NF1361'NORTH ALONG THE EAST SIDE OF FIELD FOR 0.26 KM (0.15 MI) TO WHERE THE
 NF1361'FIELD ROAD BEARS RIGHT DOWN THE HILL TOWARDS THE HOUSE.  HERE BEAR
 NF1361'LEFT GOING WEST UP TO THE TOP OF THE HILL FOR 0.2 KM (0.10 MI) TO AN
 NF1361'OPENING IN THE NORTH-SOUTH FENCE LINE AND THE STATION TO THE SOUTH OF
 NF1361'THIS OPENING ON THE WEST SIDE OF THE FENCE.
 NF1361'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NF1361'MONUMENT THAT PROJECTS 2.5 CM ABOVE THE GROUND.  LOCATED 8.84 M
 NF1361'(29.0 FT) NORTH FROM A WILD CHERRY TREE, 8.53 M (28.0 FT) SOUTH FROM
 NF1361'THE CENTER OF THE OPENING IN THE NORTH-SOUTH FENCE LINE AND 0.61 M
 NF1361'(2.0 FT) WEST FROM A METAL WITNESS POST SET IN THE FENCE LINE.
 NF1361'DESCRIBED BY R.L. RAMSEY, TYPED BY GAM.
 NF1361
 NF1361                          STATION RECOVERY (1990)
 NF1361
 NF1361'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NF1361'STATION IS LOCATED IN QUAD. 420842, SECTION 18, T-1-N, R-3-E, UNADILLA
 NF1361'TOWNSHIP, ABOUT 4-3/4 MILES NORTH OF LIVINGSTON-INGHAM COUNTY LINE,
 NF1361'ON THE HIGHEST POINT OF A PROMINENT RIDGE. OWNERSHIP---MR. JOE
 NF1361'TAYLOR, 16250 DUTTON ROAD, GREGORY, MI.48137. PHONE (517)851-8303.
 NF1361'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS M-52 AND M-106 IN THE
 NF1361'CENTER OF STOCKBRIDGE, GO EASTERLY ON HIGHWAY M-106 FOR 3.2 MI
 NF1361'(5.1 KM) TO A GRAVEL ROAD LEFT, DUTTON ROAD.  TURN LEFT AND GO
 NF1361'NORTHERLY FOR 1.0 MI (1.6 KM) TO A PAVED CROSSROAD, DEXTER TRAIL.
 NF1361'TURN LEFT AND WESTERLY UP STEEP HILL FOR 0.15 MI (0.24 KM) TO A
 NF1361'FIELD ENTRANCE ROAD RIGHT, JUST BEFORE REACHING THE CREST OF THE
 NF1361'HILL.  TURN SHARP RIGHT INTO FIELD AND FOLLOW THE TWO-TRACK FIELD
 NF1361'ROAD ALONG THE EAST SIDE OF FIELD FOR 0.15 MI (0.24 KM) TO WHERE THE
 NF1361'FIELD ROAD BEARS RIGHT DOWN THE HILL TOWARDS THE HOUSE. HERE BEAR
 NF1361'LEFT GOING WEST UP TO THE TOP OF HILL FOR 0.1 MI (0.2 KM) TO AN
 NF1361'OPENING IN THE NORTH-SOUTH FENCE LINE AND THE STATION TO SOUTH OF
 NF1361'THIS OPENING ON THE WEST SIDE OF THE FENCE.
 NF1361'STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NF1361'MONUMENT THAT PROJECTS 2.5 CM ABOVE THE GROUND.  LOCATED 29.0 FT
 NF1361'(8.8 M) NORTH FROM A WILD CHERRY TREE, 27.9 FT (8.5 M) SOUTH FROM THE
 NF1361'CENTER OF THE OPENING IN THE NORTH-SOUTH FENCE LINE AND 2.0 FT
 NF1361'(0.6 M) WEST FROM A METAL WITNESS POST SET IN THE FENCE LINE.
 NF1361'DESCRIBED BY MIDH.
 NF1361
 NF1361                          STATION RECOVERY (1991)
 NF1361
 NF1361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1361'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTHEAST OF STOCKBRIDGE,
 NF1361'4.8 KM (3.0 MI) NORTH OF LIVINGSTON-INGHAM COUNTY LINE, ON THE
 NF1361'HIGHEST POINT OF A PROMINENT RIDGE. OWNERSHIP---MR. JOE TAYLOR, 16250
 NF1361'DUTTON ROAD, GREGORY, MI. 48137. PHONE (517)851-8303.
 NF1361'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS M-52 AND
 NF1361'M-106 IN THE CENTER OF STOCKBRIDGE, GO EASTERLY ON HIGHWAY M-106 FOR
 NF1361'5.2 KM (3.2 MI) TO A GRAVEL ROAD LEFT, DUTTON ROAD.  TURN LEFT AND GO
 NF1361'NORTHERLY FOR 1.6 KM (1.0 MI) TO A PAVED CROSSROAD, DEXTER TRAIL.
 NF1361'TURN LEFT AND GO WESTERLY UP STEEP HILL FOR 0.23 KM (0.14 MI) TO A
 NF1361'FIELD ENTRANCE ON THE RIGHT JUST BEFORE REACHING THE CREST OF THE
 NF1361'HILL.  TURN SHARP RIGHT INTO FIELD AND FOLLOW THE TWO-TRACK FIELD
 NF1361'ROAD NORTH ALONG THE EAST SIDE OF FIELD FOR 0.26 KM (0.16 MI) TO
 NF1361'WHERE THE FIELD ROAD BEARS RIGHT DOWN THE HILL TOWARDS THE HOUSE.
 NF1361'HERE, BEAR LEFT GOING WEST UP TO THE TOP OF THE HILL FOR 0.2 KM
 NF1361'(0.1 MI) TO AN OPENING IN THE NORTH-SOUTH FENCE LINE AND THE STATION
 NF1361'TO THE SOUTH OF THIS OPENING ON THE WEST SIDE OF THE FENCE.
 NF1361'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NF1361'MONUMENT THAT PROJECTS 2.5 CM ABOVE THE GROUND.  LOCATED 8.84 M
 NF1361'(29.00 FT) NORTH FROM A WILD CHERRY TREE, 8.53 M (27.99 FT) SOUTH
 NF1361'FROM THE CENTER OF THE OPENING IN THE NORTH-SOUTH FENCE LINE AND 0.61
 NF1361'M (2.00 FT) WEST FROM A METAL WITNESS POST SET IN THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1522 ***********************************************************************
 RL1522  DESIGNATION -  HIGAN
 RL1522  PID         -  RL1522
 RL1522  STATE/COUNTY-  MI/BARAGA
 RL1522  USGS QUAD   -  MOUNT CURWOOD (1985)
 RL1522
 RL1522                         *CURRENT SURVEY CONTROL
 RL1522  ___________________________________________________________________
 RL1522* NAD 83(1994)-  46 44 47.38317(N)    088 08 28.51947(W)     ADJUSTED  
 RL1522* NAVD 88     -       594.     (meters)    1949.     (feet)  SCALED    
 RL1522  ___________________________________________________________________
 RL1522  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 RL1522  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RL1522
 RL1522  HORZ ORDER  -  FIRST
 RL1522
 RL1522.The horizontal coordinates were established by classical geodetic methods
 RL1522.and adjusted by the National Geodetic Survey in February 1997..
 RL1522
 RL1522.The orthometric height was scaled from a topographic map.
 RL1522
 RL1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1522
 RL1522.The geoid height was determined by GEOID03.
 RL1522
 RL1522;                    North         East     Units Scale Factor Converg.
 RL1522;SPC MI N     -   218,825.025 7,912,799.652   MT  0.99993522   -0 49 29.6
 RL1522;SPC MI N     -   717,929.87 25,960,628.78   iFT  0.99993522   -0 49 29.6
 RL1522;UTM  16      - 5,177,626.052   412,826.216   MT  0.99969340   -0 49 52.5
 RL1522
 RL1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1522!SPC MI N     -   0.99991226  x   0.99993522  =   0.99984748
 RL1522!UTM  16      -   0.99991226  x   0.99969340  =   0.99960569
 RL1522
 RL1522|---------------------------------------------------------------------|
 RL1522| PID    Reference Object                     Distance      Geod. Az  |
 RL1522|                                                           dddmmss.s |
 RL1522| CJ2632 HIGAN RM 1                           22.634 METERS 04334     |
 RL1522| RL1514 ARVON                               APPROX. 6.9 KM 2785217.9 |
 RL1522| CJ2633 HIGAN RM 2                           23.858 METERS 32440     |
 RL1522|---------------------------------------------------------------------|
 RL1522
 RL1522                          SUPERSEDED SURVEY CONTROL
 RL1522
 RL1522  NAD 83(1986)-  46 44 47.37658(N)    088 08 28.50916(W) AD(       ) 1
 RL1522  NAD 27      -  46 44 47.62900(N)    088 08 28.04000(W) AD(       ) 1
 RL1522
 RL1522.Superseded values are not recommended for survey control.
 RL1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1522.See file dsdata.txt to determine how the superseded data were derived.
 RL1522
 RL1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS1282677626(NAD 83)
 RL1522_MARKER: DS = TRIANGULATION STATION DISK
 RL1522_SETTING: 0 = UNSPECIFIED SETTING
 RL1522
 RL1522  HISTORY     - Date     Condition        Report By
 RL1522  HISTORY     - 1956     MONUMENTED       CGS
 RL1522
 RL1522                          STATION DESCRIPTION
 RL1522
 RL1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1522'THE STATION IS IN SECTION 11, T 50 N, R 31 W, ABOUT 15 MILES
 RL1522'EAST OF LANSE AND 13 MILES NORTH OF THREE LAKES.  ON THE
 RL1522'TOP OF A HEAVILY TIMBERED RIDGE WHICH IS ABOUT 1950 FEET
 RL1522'IN ELEVATION AND ON LAND OWNED BY THE FORD MOTOR COMPANY.
 RL1522'THERE IS A ROUND TOPPED TIMBERED HILL WHICH IS A LITTLE
 RL1522'HIGHER, ONE MILE NORTHWEST OF STATION.  ELEVATION ABOUT 1980
 RL1522'FEET.
 RL1522'
 RL1522'TO REACH THE STATION FROM CHAMPION BY GOING WEST ON U.S. HIGHWAY
 RL1522'41 FOR 2.3 MILES TO BRIDGE OVER PESHEKEE RIVER.  CONTINUE FOR 0.1
 RL1522'MILE TO A GRAVEL FORK RIGHT, SIGN HURON BAY GRADE.  LEAVE U.S.
 RL1522'HIGHWAY 41, TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED GRAVEL
 RL1522'ROAD FOR 13.7 MILES TO A FORD MOTOR COMPANY SIGN ON THE RIGHT
 RL1522'SIDE OF ROAD.  (THIS IS ABOUT THE COUNTY LINE).  CONTINUE
 RL1522'ON MAIN TRAVEL ROAD FOR 0.65 MILE TO A FORK.  TAKE RIGHT FORK,
 RL1522'GO 0.5 MILE TO A FORK.  TAKE RIGHT FORK, CROSS A BRIDGE AND
 RL1522'CONTINUE ON GRAVEL ROAD FOR 4.7 MILES TO A FORK.  TAKE RIGHT
 RL1522'FORK, GRAVEL ROAD, GO 1.2 MILES TO A FORK.  KEEP LEFT FORK,
 RL1522'STRAIGHT AHEAD, GO 1.4 MILES TO A FORK.  TAKE RIGHT FORK, GO
 RL1522'0.3 MILE TO A FORK.  KEEP RIGHT FORK FOR 0.1 MILE.  THEN LEFT
 RL1522'FORK FOR 1.5 MILES TO A T-ROAD.  TURN RIGHT, GO 0.45 MILE TO A
 RL1522'DIM CROSSROAD.  CONTINUE STRAIGHT AHEAD ON MAIN TRAVEL
 RL1522'GRAVEL ROAD FOR 1.4 MILES TO A FORK.  TAKE RIGHT FORK, GO
 RL1522'0.2 MILE TO A REVERSE Y FORK ON THE LEFT.  CONTINUE ON THE
 RL1522'MAIN TRAVEL ROAD FOR 1.6 MILES TO A T-ROAD.  TURN LEFT, LEAVING
 RL1522'THE MAIN ROAD AND GO 1.1 MILES TO A SIDE ROAD RIGHT.  KEEP
 RL1522'STRAIGHT AHEAD, GO 0.25 MILE TO A SIDE ROAD LEFT.  (A
 RL1522'FOUR-WHEEL DRIVE TRUCK IS NEEDED FROM HERE TO END OF TRUCK
 RL1522'TRAVEL.) TURN LEFT AND FOLLOW STEEP ROAD UP HILL FOR
 RL1522'0.5 MILE TO A FORK.  TAKE RIGHT FORK, GO 0.15 MILE TO A
 RL1522'REVERSE Y FORK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, UP HILL,
 RL1522'FOR 0.2 MILE TO A SIDE ROAD RIGHT, MAIN TRAVEL ROAD.  LEAVE
 RL1522'MAIN ROAD, AND CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A
 RL1522'FORK.  KEEP RIGHT FORK, STRAIGHT AHEAD, GO 0.4 MILE TO A SIDE
 RL1522'ROAD RIGHT AND THE END OF TRUCK TRAVEL.  PACK WESTERLY,
 RL1522'ON LOGGING ROAD FOR ABOUT 0.2 MILE TO A TRIANGULAR BLAZED
 RL1522'TREE ON THE RIGHT.  TURN RIGHT, UP HILL FOR ABOUT 150 YARDS TO
 RL1522'THE STATION.
 RL1522'
 RL1522'STATION MARKS, ARE STANDARD DISKS, STAMPED HIGAN 1956.  THE
 RL1522'SURFACE STATION MARK DISK IS BRAZED TO THE TOP OF A 3-INCH
 RL1522'PIPE WHICH PROJECTS 6 INCHES ABOVE GROUND.  IT IS ABOUT 150 YARDS
 RL1522'NORTH OF AN OLD LOGGING ROAD, 30 FEET NORTH OF RIM OF HILL, AND 20
 RL1522'FEET NORTHWEST OF A LARGE PINE TREE, WITH TRIANGULAR BLAZE ON
 RL1522'SOUTH SIDE.  A STANDARD WITNESS POST WAS SET 2 FEET SOUTH OF
 RL1522'MARK.  THE UNDERGROUND STATION MARK IS SET IN AN IRREGULAR MASS OF
 RL1522'CONCRETE 30 INCHES BELOW GROUND.
 RL1522'
 RL1522'REFERENCE MARK 1, A STANDARD DISK STAMPED HIGAN NO 1 1956, IS
 RL1522'BRAZED TO THE TOP OF A 3-INCH PIPE WHICH PROJECTS 6 INCHES.
 RL1522'IT IS 13 FEET EAST-NORTHEAST OF A 36-INCH TREE.
 RL1522'
 RL1522'REFERENCE MARK 2, A STANDARD DISK STAMPED HIGAN NO 2 1956, IS
 RL1522'BRAZED TO THE TOP OF A 2-INCH PIPE WHICH PROJECTS 4 INCHES.
 RL1522'A STANDARD WITNESS POST WAS SET 2 FEET SOUTH OF MARK.
 RL1522'
 RL1522'NO AZIMUTH MARK WAS SET.
 RL1522'
 RL1522'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0485 ***********************************************************************
 PL0485  DESIGNATION -  HIGGINS
 PL0485  PID         -  PL0485
 PL0485  STATE/COUNTY-  MI/ROSCOMMON
 PL0485  USGS QUAD   -  PERE CHENEY (1951)
 PL0485
 PL0485                         *CURRENT SURVEY CONTROL
 PL0485  ___________________________________________________________________
 PL0485* NAD 83(1994)-  44 30 42.07439(N)    084 43 29.56207(W)     ADJUSTED  
 PL0485* NAVD 88     -       386.     (meters)    1266.     (feet)  SCALED    
 PL0485  ___________________________________________________________________
 PL0485  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 PL0485  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 PL0485
 PL0485  HORZ ORDER  -  THIRD
 PL0485
 PL0485.The horizontal coordinates were established by classical geodetic methods
 PL0485.and adjusted by the National Geodetic Survey in February 1997..
 PL0485
 PL0485.The orthometric height was scaled from a topographic map.
 PL0485
 PL0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0485
 PL0485.The geoid height was determined by GEOID03.
 PL0485
 PL0485;                    North         East     Units Scale Factor Converg.
 PL0485;SPC MI C     -   132,854.306 5,971,519.049   MT  0.99994092   -0 15 11.0
 PL0485;SPC MI C     -   435,873.71 19,591,597.93   iFT  0.99994092   -0 15 11.0
 PL0485;UTM  16      - 4,931,225.026   680,831.798   MT  1.00000215   +1 35 43.5
 PL0485
 PL0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0485!SPC MI C     -   0.99994488  x   0.99994092  =   0.99988580
 PL0485!UTM  16      -   0.99994488  x   1.00000215  =   0.99994703
 PL0485
 PL0485|---------------------------------------------------------------------|
 PL0485| PID    Reference Object                     Distance      Geod. Az  |
 PL0485|                                                           dddmmss.s |
 PL0485| CH1258 HIGGINS RM 2                         21.853 METERS 23245     |
 PL0485| CH1256 HIGGINS AZ MK                                      2793503.8 |
 PL0485| CH1257 HIGGINS RM 1                         24.892 METERS 30937     |
 PL0485|---------------------------------------------------------------------|
 PL0485
 PL0485                          SUPERSEDED SURVEY CONTROL
 PL0485
 PL0485  NAD 83(1986)-  44 30 42.06688(N)    084 43 29.56849(W) AD(       ) 3
 PL0485  NAD 27      -  44 30 42.00761(N)    084 43 29.47116(W) AD(       ) 3
 PL0485
 PL0485.Superseded values are not recommended for survey control.
 PL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0485.See file dsdata.txt to determine how the superseded data were derived.
 PL0485
 PL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8083231225(NAD 83)
 PL0485_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0485
 PL0485  HISTORY     - Date     Condition        Report By
 PL0485  HISTORY     - 1949     MONUMENTED       CGS
 PL0485  HISTORY     - 1965     SEE DESCRIPTION  MIDH
 PL0485  HISTORY     - 1980     GOOD             MIDH
 PL0485
 PL0485                          STATION DESCRIPTION
 PL0485
 PL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0485'STATION IS LOCATED ABOUT 10 MILES SOUTH OF GRAYLING, 6.5 MILES WEST
 PL0485'OF ROSCOMMON AND 0.5 MILE NORTH
 PL0485'OF HIGGINS LAKE ON PROPERTY OWNED BY MR. HOMER BERGMAN.  IT IS 515
 PL0485'FEET SOUTH OF THE SOUTHEAST CORNER
 PL0485'OF A FRAME HOUSE, 101 FEET NORTH OF THE CENTER OF A PAVED
 PL0485'ROAD, 57 FEET NORTHEAST OF A POWER POLE AND 8
 PL0485'FEET SOUTHWEST OF A WITNESS POST.  THE MARK
 PL0485'IS FLUSH AND THE DISK IS STAMPED HIGGINS 1949.
 PL0485'
 PL0485'REFERENCE MARK NO. 1 IS 100 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 PL0485'THE HOUSE AND 27 FEET SOUTH OF A
 PL0485'POWER POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED HIGGINS NO 1
 PL0485'1949.
 PL0485'
 PL0485'REFERENCE MARK NO. 2 IS 57 FEET NORTH OF THE CENTER OF THE ROAD, 18
 PL0485'FEET NORTHEAST OF AN 18 INCH
 PL0485'TWIN OAK TREE AND 16 FEET SOUTHWEST OF A POWER POLE.  THE MARK IS
 PL0485'FLUSH AND THE DISK IS STAMPED HIGGINS
 PL0485'NO 2 1949.
 PL0485'
 PL0485'AZIMUTH MARK IS 170 FEET NORTH OF THE CENTER OF THE ROAD, 18 FEET
 PL0485'EAST OF A FENCE LINE AND 3
 PL0485'FEET EAST OF A WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 PL0485'IS STAMPED HIGGINS 1949.
 PL0485'
 PL0485'TO REACH THE STATION FROM THE INTERSECTION OF MICHIGAN STREET AND
 PL0485'U.S. HIGHWAY 27 IN GRAYLING GO
 PL0485'SOUTH ON HIGHWAY 27 FOR 11.2 MILES TO A CROSS ROAD, TURN LEFT AND
 PL0485'FOLLOW THE PAVED ROAD FOR 2.3 MILES
 PL0485'TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, CONTINUE FOR 0.1
 PL0485'MILE TO THE STATION AS DESCRIBED.
 PL0485
 PL0485                          STATION RECOVERY (1965)
 PL0485
 PL0485'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1965
 PL0485'THE STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 PL0485'
 PL0485'TO REACH THE STATION FROM INTERSECTION OF MICHIGAN STREET AND
 PL0485'I-75 (B.R) IN
 PL0485'GRAYLING, GO SOUTH ON I-75 AND US 27 FREEWAY FOR 11.2 MILES
 PL0485'TO CROSS ROAD (ROSCOMMON ROAD),
 PL0485'TURN LEFT AND FOLLOW PAVED ROAD 2.3 MILES
 PL0485'TO THE AZIMUTH MARK ON LEFT AS DESCRIBED, CONTINUE
 PL0485'FOR 0.1 MILE TO
 PL0485'STATION AS DESCRIBED.
 PL0485'
 PL0485'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 PL0485
 PL0485                          STATION RECOVERY (1980)
 PL0485
 PL0485'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0485'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 PL0485'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS WERE NOT
 PL0485'MEASURED.  THE 1949 DESCRIPTION AND 1965 TO REACH IS ADEQUATE, WITH
 PL0485'THE FOLLOWING CORRECTION.  THE 4.3 TO AZIMUTH MARK SHOULD READ 2.3
 PL0485'MILES TO AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0238 ***********************************************************************
 SG0238  DESIGNATION -  HIGH POINT USE MIGS 1934
 SG0238  PID         -  SG0238
 SG0238  STATE/COUNTY-  MI/HOUGHTON
 SG0238  USGS QUAD   -  OSKAR (1975)
 SG0238
 SG0238                         *CURRENT SURVEY CONTROL
 SG0238  ___________________________________________________________________
 SG0238* NAD 83(1994)-  47 10 01.91287(N)    088 38 05.93760(W)     ADJUSTED  
 SG0238* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 SG0238  ___________________________________________________________________
 SG0238  LAPLACE CORR-          -9.54  (seconds)                    DEFLEC99
 SG0238  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 SG0238
 SG0238  HORZ ORDER  -  THIRD
 SG0238
 SG0238.The horizontal coordinates were established by classical geodetic methods
 SG0238.and adjusted by the National Geodetic Survey in February 1997..
 SG0238
 SG0238.The orthometric height was scaled from a topographic map.
 SG0238
 SG0238.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0238
 SG0238.The geoid height was determined by GEOID03.
 SG0238
 SG0238;                    North         East     Units Scale Factor Converg.
 SG0238;SPC MI N     -   266,243.961 7,876,044.329   MT  1.00002156   -1 10 54.3
 SG0238;SPC MI N     -   873,503.81 25,840,040.45   iFT  1.00002156   -1 10 54.3
 SG0238;UTM  16      - 5,225,041.173   376,089.046   MT  0.99978870   -1 11 56.9
 SG0238
 SG0238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0238!SPC MI N     -   0.99996560  x   1.00002156  =   0.99998716
 SG0238!UTM  16      -   0.99996560  x   0.99978870  =   0.99975430
 SG0238
 SG0238:                Primary Azimuth Mark                     Grid Az
 SG0238:SPC MI N     -  B USE MIGS 1934                          239 00 43.5
 SG0238:UTM  16      -  B USE MIGS 1934                          239 01 46.1
 SG0238
 SG0238|---------------------------------------------------------------------|
 SG0238| PID    Reference Object                     Distance      Geod. Az  |
 SG0238|                                                           dddmmss.s |
 SG0238| SG0241 B USE MIGS 1934                     APPROX. 0.6 KM 2374949.2 |
 SG0238|---------------------------------------------------------------------|
 SG0238
 SG0238                          SUPERSEDED SURVEY CONTROL
 SG0238
 SG0238  NAD 83(1986)-  47 10 01.90883(N)    088 38 05.91178(W) AD(       ) 3
 SG0238  NAD 27      -  47 10 02.17900(N)    088 38 05.46300(W) AD(       ) 3
 SG0238
 SG0238.Superseded values are not recommended for survey control.
 SG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0238.See file dsdata.txt to determine how the superseded data were derived.
 SG0238
 SG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT7608925041(NAD 83)
 SG0238_MARKER: DD = SURVEY DISK
 SG0238_SETTING: 0 = UNSPECIFIED SETTING
 SG0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0238
 SG0238  HISTORY     - Date     Condition        Report By
 SG0238  HISTORY     - 1934     MONUMENTED       MIGS
 SG0238
 SG0238                          STATION DESCRIPTION
 SG0238
 SG0238'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 SG0238'ON HIGH POINT NEAR THE NORTHEAST SHORE (HANCOCK SIDE) OF
 SG0238'PORTAGE LAKE BETWEEN HANCOCK AND LAKE SUPERIOR TO THE NORTHWEST,
 SG0238'IN SEC. 16, T. 55 N., R. 34 W., ON A CREST, 34 FEET N. 5 DEG
 SG0238'W. OF A 14-INCH BLAZED NORWAY PINE AND 7.5 FEET S. 80 DEG E.
 SG0238'OF A 12-INCH NORWAY PINE TREE.  MARKED BY A U.S.E. DISK SET
 SG0238'IN CONCRETE.
 SG0238'
 SG0238'TO REACH FROM THE NORTH END OF THE HOUGHTON COUNTY BRIDGE,
 SG0238'DRIVE THROUGH HANCOCK (CROSSING MINERAL RANGE TRACKS AT 1.0
 SG0238'MILE) AND ALONG THE NORTHEAST SHORE OF PORTAGE LAKE NORTH AND
 SG0238'WEST 4.9 MILES TO THE SOUTHEAST FOOT OF HIGH POINT WHERE A
 SG0238'WOODS-ROAD BRANCHES OFF AWAY FROM SHORE, FOLLOW THIS ROAD ABOUT
 SG0238'125 PACES TO THE BEGINNING OF A FOOT TRAIL UP THE SLOPE.  THE
 SG0238'STATION IS NEAR THE SOUTH EDGE OF CREST ABOUT 110 PACES WEST
 SG0238'FROM THE RATHER SHARPLY DEFINED EAST END OF THE SOUTH EDGE
 SG0238'OF THE CREST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0854 ***********************************************************************
 QK0854  DESIGNATION -  HIGH USLS 1903
 QK0854  PID         -  QK0854
 QK0854  STATE/COUNTY-  MI/CHARLEVOIX
 QK0854  USGS QUAD   -  HIGH ISLAND (1986)
 QK0854
 QK0854                         *CURRENT SURVEY CONTROL
 QK0854  ___________________________________________________________________
 QK0854* NAD 83(1994)-  45 43 54.04654(N)    085 41 02.03213(W)     ADJUSTED  
 QK0854* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 QK0854  ___________________________________________________________________
 QK0854  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 QK0854  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 QK0854
 QK0854  HORZ ORDER  -  FIRST
 QK0854
 QK0854.The horizontal coordinates were established by classical geodetic methods
 QK0854.and adjusted by the National Geodetic Survey in February 1997..
 QK0854
 QK0854.The orthometric height was scaled from a topographic map.
 QK0854
 QK0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0854
 QK0854.The geoid height was determined by GEOID03.
 QK0854
 QK0854;                    North         East     Units Scale Factor Converg.
 QK0854;SPC MI C     -   269,198.145 5,897,474.577   MT  1.00000748   -0 55 49.8
 QK0854;SPC MI C     -   883,196.01 19,348,669.87   iFT  1.00000748   -0 55 49.8
 QK0854;UTM  16      - 5,065,078.198   602,400.095   MT  0.99972891   +0 56 33.1
 QK0854
 QK0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0854!SPC MI C     -   0.99996712  x   1.00000748  =   0.99997460
 QK0854!UTM  16      -   0.99996712  x   0.99972891  =   0.99969604
 QK0854
 QK0854:                Primary Azimuth Mark                     Grid Az
 QK0854:SPC MI C     -  BEAVER ISLAND                            137 52 17.7
 QK0854:UTM  16      -  BEAVER ISLAND                            135 59 54.8
 QK0854
 QK0854|---------------------------------------------------------------------|
 QK0854| PID    Reference Object                     Distance      Geod. Az  |
 QK0854|                                                           dddmmss.s |
 QK0854| QK0852 BEAVER ISLAND                       APPROX.14.0 KM 1365627.9 |
 QK0854|---------------------------------------------------------------------|
 QK0854
 QK0854                          SUPERSEDED SURVEY CONTROL
 QK0854
 QK0854  NAD 83(1986)-  45 43 54.04253(N)    085 41 02.02864(W) AD(       ) 1
 QK0854  NAD 27      -  45 43 54.05518(N)    085 41 01.71145(W) AD(       ) 1
 QK0854
 QK0854.Superseded values are not recommended for survey control.
 QK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0854.See file dsdata.txt to determine how the superseded data were derived.
 QK0854
 QK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR0240065078(NAD 83)
 QK0854
 QK0854  HISTORY     - Date     Condition        Report By
 QK0854  HISTORY     - 1903     MONUMENTED       CGS
 QK0854  HISTORY     - 1918     SEE DESCRIPTION  USLS
 QK0854
 QK0854                          STATION DESCRIPTION
 QK0854
 QK0854'DESCRIBED BY US LAKE SURVEY 1918
 QK0854'ON MORE NORTHERLY OF TWO HIGHEST SAND HILLS NEAR WEST SIDE OF HIGH
 QK0854'ISLAND OF BEAVER ISLAND GROUP IN
 QK0854'NORTHERN LAKE MICHIGAN, 39.6 FEET S. 57 DEG W. OF BLAZED BALSAM
 QK0854'TREE, 66.1 FEET N. 84 DEG W. OF
 QK0854'BLAZED BIRCH TREE.  MARKED BY WIRE NAIL IN CENTER
 QK0854'OF CEMENT-FILLED 1 1/2-INCH IRON PIPE DRIVEN INTO
 QK0854'SAND WITH TOP 1 FOOT BELOW SURFACE
 QK0854'OF GROUND.  REFERENCE MARK IS IRON STAKE ABOUT 1 INCH SQUARE AND 6
 QK0854'FEET LONG, PROJECTING 4
 QK0854'INCHES ABOVE SURFACE OF GROUND, MIDWAY BETWEEN 3 STUMPS ON RIDGE
 QK0854'RUNNING WEST FROM STATION, AND
 QK0854'39.6 FEET DISTANT, AND BEARS N. 62 DEG 24 MIN E. FROM
 QK0854'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0596 ***********************************************************************
 PL0596  DESIGNATION -  HILL
 PL0596  PID         -  PL0596
 PL0596  STATE/COUNTY-  MI/KALKASKA
 PL0596  USGS QUAD   -  FIFE LAKE (1985)
 PL0596
 PL0596                         *CURRENT SURVEY CONTROL
 PL0596  ___________________________________________________________________
 PL0596* NAD 83(1994)-  44 46 48.74145(N)    085 17 46.09820(W)     ADJUSTED  
 PL0596* NAVD 88     -       222.5    (meters)     730.     (feet)  VERTCON   
 PL0596  ___________________________________________________________________
 PL0596  X           -     371,892.727 (meters)                     COMP
 PL0596  Y           -  -4,519,688.664 (meters)                     COMP
 PL0596  Z           -   4,470,176.579 (meters)                     COMP
 PL0596  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 PL0596  ELLIP HEIGHT-         188.51  (meters)          (07/17/02) GPS OBS
 PL0596  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 PL0596
 PL0596  HORZ ORDER  -  SECOND
 PL0596  ELLP ORDER  -  FOURTH    CLASS I
 PL0596
 PL0596.The horizontal coordinates were established by GPS observations
 PL0596.and adjusted by the National Geodetic Survey in February 1997..
 PL0596
 PL0596.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0596
 PL0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0596
 PL0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0596
 PL0596.The ellipsoidal height was determined by GPS observations
 PL0596.and is referenced to NAD 83.
 PL0596
 PL0596.The geoid height was determined by GEOID03.
 PL0596
 PL0596;                    North         East     Units Scale Factor Converg.
 PL0596;SPC MI C     -   163,049.806 5,926,442.185   MT  0.99991674   -0 39 23.7
 PL0596;SPC MI C     -   534,940.31 19,443,707.96   iFT  0.99991674   -0 39 23.7
 PL0596;UTM  16      - 4,959,946.617   634,802.971   MT  0.99982346   +1 12 01.3
 PL0596
 PL0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0596!SPC MI C     -   0.99997044  x   0.99991674  =   0.99988719
 PL0596!UTM  16      -   0.99997044  x   0.99982346  =   0.99979391
 PL0596
 PL0596                          SUPERSEDED SURVEY CONTROL
 PL0596
 PL0596  ELLIP H (02/03/97)  188.49   (m)                       GP(       ) 4 1
 PL0596  NAD 83(1986)-  44 46 48.73707(N)    085 17 46.10722(W) AD(       ) 2
 PL0596  NGVD 29 (12/10/93)  222.6    (m)          730.     (f) GPS OBS        
 PL0596
 PL0596.Superseded values are not recommended for survey control.
 PL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0596.See file dsdata.txt to determine how the superseded data were derived.
 PL0596
 PL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ3480359947(NAD 83)
 PL0596_MARKER: A = ALUMINUM MARKER
 PL0596_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PL0596_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PL0596_STAMPING: HILL 1993
 PL0596_MARK LOGO: NOS   
 PL0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0596_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0596+STABILITY: POSITION/ELEVATION WELL
 PL0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0596+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0596
 PL0596  HISTORY     - Date     Condition        Report By
 PL0596  HISTORY     - 1993     MONUMENTED       NOS
 PL0596  HISTORY     - 19970924 GOOD             USPSQD
 PL0596  HISTORY     - 20010806 GOOD             NGS
 PL0596
 PL0596                          STATION DESCRIPTION
 PL0596
 PL0596'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PL0596'THE STATION IS LOCATED 6.5 MI (10.5 KM) NORTHWEST OF KALKASKA, 16 MI
 PL0596'(25.7 KM) EAST OF TRAVERSE CITY, 6 MI (9.7 KM) SOUTH OF RAPID
 PL0596'CITY,ALONG THE NORTH SIDE OF THE Y JUNCTION OF HILL ROAD AND STATE
 PL0596'HIGHWAY 72, IN A GRASSY DEPRESSION.
 PL0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0596'HIGHWAY 72 ON THE NORTHSIDE OF KALKASKA, PROCEED 6.6 MI (10.6 KM)
 PL0596'NORTHWEST ALONG HIGHWAY 72 TO THE EAST ENDOF A PAVED TURN-OUT ON THE
 PL0596'LEFT AND THE Y JUNCTION OF HILL ROAD ON THE RIGHT (NORTH) AND THE
 PL0596'STATION ON THE STATION ON THE RIGHT.
 PL0596'THE STATION IS A STANDARD NOS ALUMINUM DISK AND STAMPED---HILL
 PL0596'1993---,IT IS ATTACHED TO A ALUMINUM ROD AND IMBEDDED IN A CONCRETE
 PL0596'POST AND SET FLUSH WUTH THE GROUND SURFACE.IT IS 76.2 FT (23.2 M)
 PL0596'NORTHEAST OF A PASSING LANE 2 MILES SIGN, 75.6 FT (23.0 M) NORTH OF
 PL0596'THE CENTERLINE OF THE HIGHWAY, 50.0 FT (15.2 M) NORTH OF THE NORTH
 PL0596'EDGE OF A CONCRETE CURB, 47.0 FT (14.3 M) NORTHWEST OF A STOP SIGN
 PL0596'AND 4 FT (1.2 M) BELOW THE HIGHWAY.
 PL0596
 PL0596                          STATION RECOVERY (1997)
 PL0596
 PL0596'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0596'RECOVERED IN GOOD CONDITION.
 PL0596
 PL0596                          STATION RECOVERY (2001)
 PL0596
 PL0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0596'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0295 ***********************************************************************
 QJ0295  DESIGNATION -  HILLMAN RESET
 QJ0295  PID         -  QJ0295
 QJ0295  STATE/COUNTY-  MI/MONTMORENCY
 QJ0295  USGS QUAD   -  HILLMAN (1986)
 QJ0295
 QJ0295                         *CURRENT SURVEY CONTROL
 QJ0295  ___________________________________________________________________
 QJ0295* NAD 83(1994)-  45 04 30.96621(N)    083 54 03.41786(W)     ADJUSTED  
 QJ0295* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 QJ0295  ___________________________________________________________________
 QJ0295  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 QJ0295  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 QJ0295
 QJ0295  HORZ ORDER  -  THIRD
 QJ0295
 QJ0295.The horizontal coordinates were established by classical geodetic methods
 QJ0295.and adjusted by the National Geodetic Survey in February 1997..
 QJ0295
 QJ0295.The orthometric height was scaled from a topographic map.
 QJ0295
 QJ0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0295
 QJ0295.The geoid height was determined by GEOID03.
 QJ0295
 QJ0295;                    North         East     Units Scale Factor Converg.
 QJ0295;SPC MI C     -   195,521.176 6,036,668.918   MT  0.99991535   +0 19 44.4
 QJ0295;SPC MI C     -   641,473.67 19,805,344.22   iFT  0.99991535   +0 19 44.4
 QJ0295;UTM  17      - 4,995,406.404   271,660.493   MT  1.00024115   -2 03 17.5
 QJ0295
 QJ0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0295!SPC MI C     -   0.99996727  x   0.99991535  =   0.99988263
 QJ0295!UTM  17      -   0.99996727  x   1.00024115  =   1.00020842
 QJ0295
 QJ0295|---------------------------------------------------------------------|
 QJ0295| PID    Reference Object                     Distance      Geod. Az  |
 QJ0295|                                                           dddmmss.s |
 QJ0295| QJ0364 60022905                            267.043 METERS 00523     |
 QJ0295| QJ0365 HILLMAN RM 1                         28.944 METERS 08956     |
 QJ0295| QJ0367 HILLMAN AZ MK                                      1770118.5 |
 QJ0295| QJ0366 HILLMAN RM 2                         11.619 METERS 18146     |
 QJ0295|---------------------------------------------------------------------|
 QJ0295
 QJ0295                          SUPERSEDED SURVEY CONTROL
 QJ0295
 QJ0295  NAD 83(1986)-  45 04 30.95804(N)    083 54 03.41814(W) AD(       ) 3
 QJ0295  NAD 27      -  45 04 30.92300(N)    083 54 03.43600(W) AD(       ) 3
 QJ0295
 QJ0295.Superseded values are not recommended for survey control.
 QJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0295.See file dsdata.txt to determine how the superseded data were derived.
 QJ0295
 QJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7166095406(NAD 83)
 QJ0295_MARKER: DH = HORIZONTAL CONTROL DISK
 QJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0295_SP_SET: CONCRETE POST
 QJ0295_STAMPING: HILLMAN 1956 1983
 QJ0295_MARK LOGO: NGS   
 QJ0295_PROJECTION: FLUSH
 QJ0295_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0295+STABILITY: POSITION/ELEVATION WELL
 QJ0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0295+SATELLITE: SATELLITE OBSERVATIONS - 1983
 QJ0295
 QJ0295  HISTORY     - Date     Condition        Report By
 QJ0295  HISTORY     - 1983     MONUMENTED       NGS
 QJ0295  HISTORY     - 19831021 GOOD             NGS
 QJ0295  HISTORY     - 20011205 GOOD             NGS
 QJ0295
 QJ0295                          STATION DESCRIPTION
 QJ0295
 QJ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (RLR)
 QJ0295'THE STATION IS LOCATED IN QUAD. 450833, ABOUT 1.38 KM (0.86 MI) NORTH
 QJ0295'OF THE THUNDER BAY RIVER BRIDGE IN THE VILLAGE OF HILLMAN, ON THE
 QJ0295'HIGHEST POINT OF A LOW HILL ON THE WEST SIDE OF A PAVED ROAD (COUNTY
 QJ0295'ROUTE 451), AND IN THE FRONT YARD OF MR. JERRY FRANKS WHO LIVES IN
 QJ0295'THE HOUSE AT THE STATION SITE.
 QJ0295'
 QJ0295'ONLY THE UNDERGROUND DISK WAS RECOVERED AND THE ORIGINAL CENTER POINT
 QJ0295'WAS HELD FIXED AND THE UNDERGROUND DISK WAS LOWERED TO A DEPTH OF
 QJ0295'1.37 M (4.49 FT) AND A NEW SURFACE DISK WAS ESTABLISHED.
 QJ0295'TO REACH FROM THE THUNDER BAY RIVER BRIDGE AND THE POST OFFICE IN
 QJ0295'HILLMAN, GO NORTH ON STATE STREET WHICH TURNS INTO COUNTY ROUTE 451
 QJ0295'FOR 1.38 KM (0.86 MI) TO THE TOP OF HILL AND A WHITE HOUSE ON LEFT
 QJ0295'AND THE STATION AS DESCRIBED.
 QJ0295'
 QJ0295'THE STATION IS 17.861 M (58.599 FT) EAST FROM THE SOUTHEAST ENTRANCE
 QJ0295'DOOR OF MR. FRANKS OFFICE AND HOUSE, 14.326 M (47.001 FT) WEST FROM
 QJ0295'THE CENTER OF COUNTY ROUTE 451, 13.289 M (43.599 FT) SOUTH FROM A
 QJ0295'UTILITY POLE WITH TRANSFORMER, 2.621 M (8.599 FT) NORTH FROM THE
 QJ0295'NORTH EDGE OF A DRIVEWAY AND PARKING AREA AND 1.402 M (4.600 FT)
 QJ0295'NORTH FROM THE EAST ONE OF TWO POSTS HOLDING A SIGN DESCRIBING JERRY
 QJ0295'FRANKS REALTY COMPANY.
 QJ0295'
 QJ0295'A TRAVERSE CONNECTION WAS MADE TO STATION 60022905 (MIDOT) USING
 QJ0295'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QJ0295'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QJ0295'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 QJ0295
 QJ0295                          STATION RECOVERY (1983)
 QJ0295
 QJ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 QJ0295'THE STATION UNDERGROUND MARK AND REFERENCE MARK 1 WAS RECOVERED IN
 QJ0295'GOOD CONDITION.  REFERENCE MARK 2 AND THE AZIMUTH MARK WAS NOT
 QJ0295'RECOVERED.  THE ORIGINAL POINT OF THE UNDERGROUND MARK WAS HELD AND
 QJ0295'THE UNDERGROUND MARK WAS LOWERED TO A DEPTH OF 4 1/2 FT AND A NEW
 QJ0295'SURFACE DISK WAS ESTABLISHED.  A MIDOT POINT WAS ESTABLISHED AT THIS
 QJ0295'TIME AND USED FOR AN AZIMUTH MARK.  NO NEW REFERENCE MARK WAS
 QJ0295'ESTABLISHED DUE TO THIS STATION BEING IN THE FRONT LAWN OF A
 QJ0295'RESIDENCE.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QJ0295' 
 QJ0295'THE STATION IS LOCATED ABOUT 0.85 MILE (1.37 KM) NORTH OF THE THUNDER
 QJ0295'BAY RIVER BRIDGE IN THE VILLAGE OF HILLMAN  ON THE HIGHEST POINT OF A
 QJ0295'LOW HILL ON THE WEST SIDE OF PAVED ROAD WHICH IS COUNTY ROUTE 451 AND
 QJ0295'IN THE FRONT YARD OF MR JERRY FRANKS WHO LIVES AT THE STATION SITE.
 QJ0295'TO REACH THE STATION FROM THE THUNDER BAY RIVER BRIDGE AND THE POST
 QJ0295'OFFICE IN HILLMAN GO NORTH ON STATE STREET WHICH TURNS INTO COUNTY
 QJ0295'ROUTE 451 FOR 0.85 MILE (1.37 KM) TO THE TOP OF HILL AND A WHITE HOUSE
 QJ0295'ON LEFT RESIDENCE OF MR JERRY FRANKS AND THE STATION ON LEFT AS
 QJ0295'DESCRIBED.
 QJ0295' 
 QJ0295'THE STATION IS A STANDARD NGS DISK STAMPED--HILLMAN 1956 1983--, SET
 QJ0295'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 QJ0295'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 14.326 METERS
 QJ0295'(47.001 FT) WEST FROM THE CENTERLINE OF COUNTY HIGHWAY 451 17.861
 QJ0295'METERS (58.599 FT) EAST FROM THE SOUTHEAST ENTRANCE DOOR OF MR
 QJ0295'FRANKS OFFICE AND HOUSE 2.621 METERS (8.599 FT) NORTH FROM THE NORTH
 QJ0295'EDGE OF A DRIVEWAY AND PARKING AREA 1.402 METERS (4.600 FT) NORTH FROM
 QJ0295'THE EAST ONE OF TWO POST HOLDING A SIGN OF JERRY FRANKS REALTY AND
 QJ0295'13.289 METERS (43.599 FT) SOUTH FROM A UTILITY POLE WITH TRANSFORMER.
 QJ0295' 
 QJ0295'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HILLMAN NO 1
 QJ0295'1956--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 QJ0295'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 14.630
 QJ0295'METERS (47.999 FT) EAST FROM THE CENTERLINE OF COUNTY HIGHWAY 451
 QJ0295'21.641 METERS (71.001 FT) SOUTH FROM THE CENTER OF A GRAVEL DRIVEWAY
 QJ0295'8.839 METERS (28.999 FT) NORTH FROM A UTILITY POLE 1.402 METERS (4.600
 QJ0295'FT) WEST FROM A 6 INCH PINE TREE AND LEVEL WITH THE STATION.
 QJ0295' 
 QJ0295'THE AZIMUTH MARK IS A STATION IS A STANDARD MIDOT DISK
 QJ0295'STAMPED--60022905--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 10
 QJ0295'INCHES (30 CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 44.0 FT
 QJ0295'(13.4 M) 13.411 METERS (43.999 FT) EAST FROM THE CENTERLINE OF COUNTY
 QJ0295'ROUTE 451  17.0 FT (5.2 M) 5.182 METERS (17.001 FT) NORTH FROM THE
 QJ0295'NORTH EDGE OF A GRAVEL DRIVEWAY AND 2.0 FT (0.6 M) 0.610 METERS (2.001
 QJ0295'FT) SOUTH FROM A UTILITY POLE.  A TRAVERSE CONNECTION WAS MADE TO
 QJ0295'TRIANGULATION STATION HILLMAN 1956 USING ELECTRONIC DISTANCE MEASURING
 QJ0295'EQUIPMENT AND POLARIS OBSERVATIONS.  HEIGHT OF LIGHT ABOVE STATION
 QJ0295'MARK 1.6 METERS. THE STATION IS LOCATED ABOUT 1.0 MILE (1.6 KM) NORTH
 QJ0295'OF THE THUNDER BAY RIVER BRIDGE IN THE VILLAGE OF HILLMAN ON HIGHWAY
 QJ0295'RIGHT-OF-WAY. TO REACH FROM THE POST OFFICE AND THE THUNDER BAY RIVER
 QJ0295'BRIDGE IN HILLMAN GO NORTH ON STATE STREET WHICH TURNS INTO COUNTY
 QJ0295'HIGHWAY 451 FOR 1.0 MILES (1.6 KM) TO THE STATION ON RIGHT AS
 QJ0295'DESCRIBED.
 QJ0295'
 QJ0295
 QJ0295                          STATION RECOVERY (2001)
 QJ0295
 QJ0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0295'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0365 ***********************************************************************
 QJ0365  DESIGNATION -  HILLMAN RM 1
 QJ0365  PID         -  QJ0365
 QJ0365  STATE/COUNTY-  MI/MONTMORENCY
 QJ0365  USGS QUAD   -  HILLMAN (1986)
 QJ0365
 QJ0365                         *CURRENT SURVEY CONTROL
 QJ0365  ___________________________________________________________________
 QJ0365* NAD 83(1994)-  45 04 30.96733(N)    083 54 02.09461(W)     ADJUSTED  
 QJ0365* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 QJ0365  ___________________________________________________________________
 QJ0365  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 QJ0365  GEOID HEIGHT-         -36.12  (meters)                     GEOID03
 QJ0365
 QJ0365  HORZ ORDER  -  THIRD
 QJ0365
 QJ0365.The horizontal coordinates were established by classical geodetic methods
 QJ0365.and adjusted by the National Geodetic Survey in February 1997..
 QJ0365
 QJ0365.The NAVD 88 height was computed by applying the VERTCON shift value to
 QJ0365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QJ0365
 QJ0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0365
 QJ0365.The geoid height was determined by GEOID03.
 QJ0365
 QJ0365;                    North         East     Units Scale Factor Converg.
 QJ0365;SPC MI C     -   195,521.377 6,036,697.858   MT  0.99991535   +0 19 45.3
 QJ0365;SPC MI C     -   641,474.33 19,805,439.17   iFT  0.99991535   +0 19 45.3
 QJ0365;UTM  17      - 4,995,405.400   271,689.426   MT  1.00024099   -2 03 16.6
 QJ0365
 QJ0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0365!SPC MI C     -   0.99996729  x   0.99991535  =   0.99988264
 QJ0365!UTM  17      -   0.99996729  x   1.00024099  =   1.00020827
 QJ0365
 QJ0365                          SUPERSEDED SURVEY CONTROL
 QJ0365
 QJ0365  NAD 83(1986)-  45 04 30.95916(N)    083 54 02.09490(W) AD(       ) 3
 QJ0365  NGVD 29 (04/09/92)  244.9    (m)          803.     (f) H LEVEL        
 QJ0365
 QJ0365.Superseded values are not recommended for survey control.
 QJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0365.See file dsdata.txt to determine how the superseded data were derived.
 QJ0365
 QJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK7168995405(NAD 83)
 QJ0365_MARKER: DR = REFERENCE MARK DISK
 QJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0365_SP_SET: SQUARE CONCRETE MONUMENT
 QJ0365_STAMPING: HILLMAN NO 1 1956
 QJ0365_MARK LOGO: CGS   
 QJ0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 QJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0365+STABILITY: SURFACE MOTION
 QJ0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0365+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1983
 QJ0365
 QJ0365  HISTORY     - Date     Condition        Report By
 QJ0365  HISTORY     - 1956     MONUMENTED       CGS
 QJ0365  HISTORY     - 19831020 GOOD             NGS
 QJ0365  HISTORY     - 20011205 GOOD             NGS
 QJ0365
 QJ0365                          STATION DESCRIPTION
 QJ0365
 QJ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0365'REFERENCE MARK 1 IS LOCATED IN QUAD 450833, ABOUT 1.38 KM (0.86 MI)
 QJ0365'NORTH OF THE THUNDER BAY RIVER BRIDGE IN THE VILLAGE OF HILLMAN, ON
 QJ0365'THE HIGHEST POINT OF A LOW HILL ON THE EAST SIDE OF A PAVED ROAD,
 QJ0365'(COUNTY ROUTE 451).
 QJ0365'TO REACH FROM THE THUNDER BAY RIVER BRIDGE AND THE POST OFFICE IN
 QJ0365'HILLMAN, GO NORTH ON STATE STREET WHICH TURNS INTO COUNTY ROUTE 451
 QJ0365'FOR 1.38 KM (0.86 MI) TO THE TOP OF HILL AND A WHITE HOUSE ON LEFT,
 QJ0365'RESIDENCE OF MR. JERRY FRANKS AND THE MARK ON THE RIGHT AS DESCRIBED.
 QJ0365'THE STATION IS LOCATED 21.641 M (71.001 FT) SOUTH FROM THE CENTER OF A
 QJ0365'GRAVEL DRIVEWAY, 14.630 M (47.999 FT) EAST FROM THE CENTER OF COUNTY
 QJ0365'ROUTE 451, 8.839 M (28.999 FT) NORTH FROM A UTILITY POLE AND 1.402 M
 QJ0365'(4.600 FT) WEST FROM A 6 INCH PINE TREE.  LEVEL WITH THE STATION
 QJ0365'HILLMAN 1956.
 QJ0365'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 QJ0365
 QJ0365                          STATION RECOVERY (2001)
 QJ0365
 QJ0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0365'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1938 ***********************************************************************
 MD1938  DESIGNATION -  HILLPORT
 MD1938  PID         -  MD1938
 MD1938  STATE/COUNTY-  MI/HILLSDALE
 MD1938  USGS QUAD   -  NORTH ADAMS (1979)
 MD1938
 MD1938                         *CURRENT SURVEY CONTROL
 MD1938  ___________________________________________________________________
 MD1938* NAD 83(1994)-  41 55 17.73159(N)    084 35 05.81843(W)     ADJUSTED  
 MD1938* NAVD 88     -       356.2    (meters)    1169.     (feet)  GPS OBS   
 MD1938  ___________________________________________________________________
 MD1938  X           -     448,545.605 (meters)                     COMP
 MD1938  Y           -  -4,731,849.880 (meters)                     COMP
 MD1938  Z           -   4,239,343.177 (meters)                     COMP
 MD1938  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 MD1938  ELLIP HEIGHT-         322.32  (meters)          (07/17/02) GPS OBS
 MD1938  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 MD1938
 MD1938  HORZ ORDER  -  FIRST
 MD1938  ELLP ORDER  -  FOURTH    CLASS I
 MD1938
 MD1938.The horizontal coordinates were established by GPS observations
 MD1938.and adjusted by the National Geodetic Survey in February 1997..
 MD1938
 MD1938.The orthometric height was determined by GPS observations and a
 MD1938.high-resolution geoid model.
 MD1938
 MD1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1938
 MD1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1938
 MD1938.The ellipsoidal height was determined by GPS observations
 MD1938.and is referenced to NAD 83.
 MD1938
 MD1938.The geoid height was determined by GEOID03.
 MD1938
 MD1938;                    North         East     Units Scale Factor Converg.
 MD1938;SPC MI S     -    46,854.207 3,981,892.081   MT  1.00004701   -0 08 54.8
 MD1938;SPC MI S     -   153,721.15 13,063,950.40   iFT  1.00004701   -0 08 54.8
 MD1938;UTM  16      - 4,643,891.436   700,260.545   MT  1.00009351   +1 36 50.6
 MD1938
 MD1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1938!SPC MI S     -   0.99994945  x   1.00004701  =   0.99999646
 MD1938!UTM  16      -   0.99994945  x   1.00009351  =   1.00004295
 MD1938
 MD1938:                Primary Azimuth Mark                     Grid Az
 MD1938:SPC MI S     -  HILLPORT AZ MK                           094 13 16.9
 MD1938:UTM  16      -  HILLPORT AZ MK                           092 27 31.5
 MD1938
 MD1938|---------------------------------------------------------------------|
 MD1938| PID    Reference Object                     Distance      Geod. Az  |
 MD1938|                                                           dddmmss.s |
 MD1938| MD1939 HILLPORT AZ MK                      APPROX. 0.5 KM 0940422.1 |
 MD1938|---------------------------------------------------------------------|
 MD1938
 MD1938                          SUPERSEDED SURVEY CONTROL
 MD1938
 MD1938  ELLIP H (02/03/97)  322.35   (m)                       GP(       ) 4 1
 MD1938  NAD 83(1986)-  41 55 17.73885(N)    084 35 05.82670(W) AD(       ) 1
 MD1938  NAD 83(1986)-  41 55 17.72893(N)    084 35 05.83340(W) AD(       ) 3
 MD1938  NGVD 29 (03/27/91)  356.4    (m)         1169.     (f) GPS OBS        
 MD1938
 MD1938.Superseded values are not recommended for survey control.
 MD1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1938.See file dsdata.txt to determine how the superseded data were derived.
 MD1938
 MD1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0026143891(NAD 83)
 MD1938_MARKER: F = FLANGE-ENCASED ROD
 MD1938_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1938_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1938_STAMPING: HILLPORT 1989
 MD1938_MARK LOGO: NGS   
 MD1938_PROJECTION: FLUSH
 MD1938_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1938+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2000
 MD1938_ROD/PIPE-DEPTH: 9.8  meters
 MD1938_SLEEVE-DEPTH  : 1.0 meters
 MD1938
 MD1938  HISTORY     - Date     Condition        Report By
 MD1938  HISTORY     - 1989     MONUMENTED       NGS
 MD1938  HISTORY     - 20000426 GOOD             WOOLPT
 MD1938
 MD1938                          STATION DESCRIPTION
 MD1938
 MD1938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1938'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) EAST OF HILLSDALE, AT
 MD1938'THE HILLSDALE MUNICIPAL AIRPORT, IN THE NORTHEAST ANGLE OF THE
 MD1938'JUNCTION OF THE RUNWAY AND CONNECTING TAXIWAY.  OWNERSHIP---CITY OF
 MD1938'HILLSDALE, C/O AIRPORT MANAGER BRUCE SHANEOUR, P.O. BOX 238, HILLSDALE
 MD1938'MI 49242.  PHONE IS (517) 437-4755 OR HOME (517) 368-5170.
 MD1938'TO REACH THE STATION FROM THE HILLSDALE COUNTY COURTHOUSE, GO NORTH
 MD1938'FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 99 (HILLSDALE STREET) TO A
 MD1938'STOPLIGHT AT THE JUNCTION OF HILLSDALE AND CARLETON STREETS.  TURN
 MD1938'RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON CARLETON STREET TO A
 MD1938'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON OAK
 MD1938'STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 2.9 KM
 MD1938'(1.80 MI) ON STATE STREET AND STATE ROAD TO A CROSSROAD.  TURN RIGHT
 MD1938'AND GO SOUTH THEN EAST FOR 1.3 KM (0.80 MI) ON AIRPORT ROAD, PASSING
 MD1938'AIRPORT OFFICE AND HANGAR ON RIGHT, TO A PAVED ROAD RIGHT.  TURN RIGHT
 MD1938'AND GO SOUTH FOR 80 METERS ON THE PAVED ROAD, PASSING BETWEEN HANGARS,
 MD1938'TO A TAXIWAY.  TURN RIGHT AND GO WEST THEN SOUTHWEST FOR 0.1 KM
 MD1938'(0.05 MI) ON THE TAXIWAY AND ACROSS AN APRON TO A TAXIWAY LEFT.  TURN
 MD1938'LEFT AND GO SOUTH FOR 25 METERS ON THE CONNECTING TAXIWAY TO THE
 MD1938'STATION ON THE LEFT BY THE TETRAHEDRON.
 MD1938'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1938'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 MD1938'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1938'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1938'LOCATED 29.6 M (97.1 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY, 14.7
 MD1938'M (48.2 FT) EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY, 8.3 M
 MD1938'(27.2 FT) SOUTHWEST FROM THE SUPPORT LEG OF A TETRAHEDRON AND 0.7 M
 MD1938'(2.3 FT) SOUTH FROM A CARSONITE WITNESS POST.
 MD1938'DESCRIBED BY J.B. WARD.
 MD1938'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MD1938
 MD1938                          STATION RECOVERY (2000)
 MD1938
 MD1938'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 MD1938'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1939 ***********************************************************************
 MD1939  DESIGNATION -  HILLPORT AZ MK
 MD1939  PID         -  MD1939
 MD1939  STATE/COUNTY-  MI/HILLSDALE
 MD1939  USGS QUAD   -  NORTH ADAMS (1979)
 MD1939
 MD1939                         *CURRENT SURVEY CONTROL
 MD1939  ___________________________________________________________________
 MD1939* NAD 83(1994)-  41 55 16.55128(N)    084 34 43.63405(W)     ADJUSTED  
 MD1939* NAVD 88     -       359.3    (meters)    1179.     (feet)  GPS OBS   
 MD1939  ___________________________________________________________________
 MD1939  X           -     449,057.037 (meters)                     COMP
 MD1939  Y           -  -4,731,828.062 (meters)                     COMP
 MD1939  Z           -   4,239,318.090 (meters)                     COMP
 MD1939  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 MD1939  ELLIP HEIGHT-         325.33  (meters)          (07/12/02) GPS OBS
 MD1939  GEOID HEIGHT-         -33.96  (meters)                     GEOID03
 MD1939
 MD1939  HORZ ORDER  -  FIRST
 MD1939  ELLP ORDER  -  FOURTH    CLASS II
 MD1939
 MD1939.This mark is at Hillsdale Airport (Y85)
 MD1939
 MD1939.The horizontal coordinates were established by GPS observations
 MD1939.and adjusted by the National Geodetic Survey in September 1995..
 MD1939
 MD1939.The orthometric height was determined by GPS observations and a
 MD1939.high-resolution geoid model.
 MD1939
 MD1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1939
 MD1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1939
 MD1939.The ellipsoidal height was determined by GPS observations
 MD1939.and is referenced to NAD 83.
 MD1939
 MD1939.The geoid height was determined by GEOID03.
 MD1939
 MD1939;                    North         East     Units Scale Factor Converg.
 MD1939;SPC MI S     -    46,816.482 3,982,403.191   MT  1.00004710   -0 08 39.7
 MD1939;SPC MI S     -   153,597.38 13,065,627.27   iFT  1.00004710   -0 08 39.7
 MD1939;UTM  16      - 4,643,869.449   700,772.598   MT  1.00009604   +1 37 05.4
 MD1939
 MD1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1939!SPC MI S     -   0.99994898  x   1.00004710  =   0.99999607
 MD1939!UTM  16      -   0.99994898  x   1.00009604  =   1.00004501
 MD1939
 MD1939:                Primary Azimuth Mark                     Grid Az
 MD1939:SPC MI S     -  HILLPORT                                 274 13 16.6
 MD1939:UTM  16      -  HILLPORT                                 272 27 31.5
 MD1939
 MD1939|---------------------------------------------------------------------|
 MD1939| PID    Reference Object                     Distance      Geod. Az  |
 MD1939|                                                           dddmmss.s |
 MD1939| MD1938 HILLPORT                            APPROX. 0.5 KM 2740436.9 |
 MD1939|---------------------------------------------------------------------|
 MD1939
 MD1939                          SUPERSEDED SURVEY CONTROL
 MD1939
 MD1939  ELLIP H (09/20/95)  325.36   (m)                       GP(       ) 1 2
 MD1939  NAD 83(1986)-  41 55 16.55853(N)    084 34 43.64232(W) AD(       ) 1
 MD1939  NAD 83(1986)-  41 55 16.54860(N)    084 34 43.64895(W) AD(       ) 3
 MD1939  NGVD 29 (03/27/91)  359.5    (m)         1179.     (f) GPS OBS        
 MD1939
 MD1939.Superseded values are not recommended for survey control.
 MD1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1939.See file dsdata.txt to determine how the superseded data were derived.
 MD1939
 MD1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0077343869(NAD 83)
 MD1939_MARKER: I = METAL ROD
 MD1939_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1939_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1939_STAMPING: HILLPORT AZ MK 1989
 MD1939_MARK LOGO: NGS   
 MD1939_PROJECTION: FLUSH
 MD1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD1939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1939+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1994
 MD1939_ROD/PIPE-DEPTH: 12.2 meters
 MD1939_SLEEVE-DEPTH  : 1.0 meters
 MD1939
 MD1939  HISTORY     - Date     Condition        Report By
 MD1939  HISTORY     - 1989     MONUMENTED       NGS
 MD1939  HISTORY     - 19940429 GOOD             NGS
 MD1939  HISTORY     - 20000826 GOOD             USPSQD
 MD1939
 MD1939                          STATION DESCRIPTION
 MD1939
 MD1939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1939'THE STATION IS LOCATED ABOUT 2.0 KM (1.25 MI) EAST OF HILLSDALE, AT
 MD1939'THE HILLSDALE MUNICIPAL AIRPORT, ALONG THE NORTH EDGE AND AT THE EAST
 MD1939'END OF THE RUNWAY.  OWNERSHIP---CITY OF HILLSDALE, C/O AIRPORT MANAGER
 MD1939'BRUCE SHANEOUR, P.O. BOX 238, HILLSDALE MI 49242.  PHONE IS (517)
 MD1939'437-4755 OR HOME (517) 368-5170.
 MD1939'TO REACH THE STATION FROM THE HILLSDALE COUNTY COURTHOUSE, GO NORTH
 MD1939'FOR 0.4 KM (0.25 MI) ON STATE HIGHWAY 99 (HILLSDALE STREET) TO A
 MD1939'STOPLIGHT AT THE JUNCTION OF HILLSDALE AND CARLETON STREETS.  TURN
 MD1939'RIGHT AND GO SOUTHEAST FOR 0.2 KM (0.10 MI) ON CARLETON STREET TO A
 MD1939'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.4 KM (0.25 MI) ON OAK
 MD1939'STREET TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EASTERLY FOR 2.9 KM
 MD1939'(1.80 MI) ON STATE STREET AND STATE ROAD TO A CROSSROAD.  TURN RIGHT
 MD1939'AND GO SOUTH THEN EAST FOR 1.3 KM (0.80 MI) ON AIRPORT ROAD, PASSING
 MD1939'AIRPORT OFFICE AND HANGAR ON RIGHT, TO A PAVED ROAD RIGHT.  TURN RIGHT
 MD1939'AND GO SOUTH FOR 80 METERS ON THE PAVED ROAD, PASSING BETWEEN HANGARS,
 MD1939'TO A TAXIWAY.  TURN RIGHT AND GO WEST THEN SOUTHWEST FOR 0.1 KM
 MD1939'(0.05 MI) ON THE TAXIWAY AND ACROSS AN APRON TO A TAXIWAY LEFT.  TURN
 MD1939'LEFT AND GO SOUTH FOR 50 METERS ON THE CONNECTING TAXIWAY TO THE
 MD1939'RUNWAY.  TURN LEFT AND GO EAST FOR 0.5 KM (0.30 MI) ON THE RUNWAY TO
 MD1939'THE STATION ON THE LEFT JUST BEFORE A PAVED TURN-AROUND LEFT .
 MD1939'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1939'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 MD1939'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1939'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1939'LOCATED 48.5 M (159.1 FT) NORTHWEST FROM THE CENTER OF THE EAST END OF
 MD1939'THE RUNWAY, 33.7 M (110.6 FT) WEST-NORTHWEST FROM NORTHEAST CORNER OF
 MD1939'THE PAVED TURN-AROUND, 24.8 M (81.4 FT) NORTH FROM THE NORTH EDGE OF
 MD1939'THE RUNWAY AND 0.8 M (2.6 FT) SOUTH FROM A CARSONITE WITNESS POST.
 MD1939'DESCRIBED BY J.B. WARD.
 MD1939
 MD1939                          STATION RECOVERY (1994)
 MD1939
 MD1939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 MD1939'AZIMUTH MARK RECOVERED IN GOOD CONDITION ALTHOUGH THE LOGO CAP LID IS
 MD1939'MISSING AND THE CONCRETE HEADER IS CRACKED.  NO DATA AVAILABLE ON THE
 MD1939'STATION MARK.  STATION IS LOCATED ABOUT 3 KM (1.85 MI) EAST OF
 MD1939'HILLSDALE, AT THE HILLSDALE MUNICIPAL AIRPORT, AT THE MOWED EDGE OF
 MD1939'THE GRASS ALONG THE RUNWAY, AT THE END OF RUNWAY 27.  OWNERSHIP--CITY
 MD1939'OF HILLSDALE.  AIRPORT MANAGER IS BRUCE J.  SHANEOUR, PHONE
 MD1939'517-437-4755.  TO REACH FROM THE COURTHOUSE IN HILLSDALE, GO NORTH ON
 MD1939'STATE HIGHWAY 99 (HILLSDALE STREET) FOR 0.29 KM (0.20 MI) TO A CROSS
 MD1939'STREET.  TURN RIGHT, SOUTHEAST, ON CARLETON STREET FOR 0.21 KM (0.15
 MD1939'MI) TO A PAVED STREET LEFT.  TURN LEFT, NORTH, ON OAK STREET FOR 0.38
 MD1939'KM (0.25 MI) TO A PAVED STREET RIGHT.  TURN RIGHT, EAST, ON STATE
 MD1939'STREET FOR 1.29 KM (0.80 MI) TO A CROSSROAD.  TURN RIGHT, SOUTH, THEN
 MD1939'EAST, ON AIRPORT ROAD FOR 1.29 KM (0.80 MI) TO A PAVED DRIVE ON THE
 MD1939'RIGHT, JUST PAST THE AIRPORT OFFICE AND A GRAVEL SECTION OF ROAD.
 MD1939'TURN RIGHT, SOUTH, ON PAVEMENT ALONG HANGARS FOR 0.06 KM (0.05 MI) TO
 MD1939'A TAXI.  TURN RIGHT, WEST, ON APRON FOR 0.08 KM (0.05 MI) TO THE
 MD1939'OFFICE ON THE RIGHT.  TURN LEFT, SOUTH, ON APRON, THEN TAXI FOR 0.10
 MD1939'KM (0.05 MI) TO THE RUNWAY.  TURN LEFT, EAST, ALONGSIDE RUNWAY FOR
 MD1939'0.54 KM (0.35 MI) TO THE TURNAROUND AND STATION ON THE LEFT.  STATION
 MD1939'IS 48.5 M (159.1 FT) NORTHWEST OF THE CENTER OF THE RUNWAY END, 33.7 M
 MD1939'(110.6 FT) WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE TURNAROUND,
 MD1939'14.6 M (47.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE TURNAROUND,
 MD1939'35.2 M (115.5 FT) NORTHEAST OF THE FIRST RUNWAY LIGHT, AND 0.9 M (3.0
 MD1939'FT) SOUTH OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.  HEID.
 MD1939
 MD1939                          STATION RECOVERY (2000)
 MD1939
 MD1939'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD1939'ROD IN GOOD CONDITON HOWEVER CASEMENT IS BROKEN AND COVER IS MISSING.
 MD1939'RUNWAY IS NOW NUMBER 28 NOT NUMBER 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0583 ***********************************************************************
 MD0583  DESIGNATION -  HILLSDALE 1
 MD0583  PID         -  MD0583
 MD0583  STATE/COUNTY-  MI/HILLSDALE
 MD0583  USGS QUAD   -  HILLSDALE (1979)
 MD0583
 MD0583                         *CURRENT SURVEY CONTROL
 MD0583  ___________________________________________________________________
 MD0583* NAD 83(1986)-  41 55 22.     (N)    084 37 55.     (W)     SCALED    
 MD0583* NAVD 88     -       334.952  (meters)    1098.92   (feet)  ADJUSTED  
 MD0583  ___________________________________________________________________
 MD0583  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 MD0583  DYNAMIC HT  -         334.826 (meters)    1098.51  (feet)  COMP
 MD0583  MODELED GRAV-     980,235.7   (mgal)                       NAVD 88
 MD0583
 MD0583  VERT ORDER  -  SECOND    CLASS 0
 MD0583
 MD0583.The horizontal coordinates were scaled from a topographic map and have
 MD0583.an estimated accuracy of +/- 6 seconds.
 MD0583
 MD0583.The orthometric height was determined by differential leveling
 MD0583.and adjusted by the National Geodetic Survey in June 1991..
 MD0583
 MD0583.The geoid height was determined by GEOID03.
 MD0583
 MD0583.The dynamic height is computed by dividing the NAVD 88
 MD0583.geopotential number by the normal gravity value computed on the
 MD0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0583.degrees latitude (g = 980.6199 gals.).
 MD0583
 MD0583.The modeled gravity was interpolated from observed gravity values.
 MD0583
 MD0583;                    North         East    Units  Estimated Accuracy
 MD0583;SPC MI S     -    47,000.    3,977,990.      MT  (+/- 180 meters Scaled)
 MD0583
 MD0583                          SUPERSEDED SURVEY CONTROL
 MD0583
 MD0583  NGVD 29 (??/??/92)  335.061  (m)         1099.28   (f) ADJ UNCH    2 0
 MD0583
 MD0583.Superseded values are not recommended for survey control.
 MD0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0583.See file dsdata.txt to determine how the superseded data were derived.
 MD0583
 MD0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM963439(NAD 83)
 MD0583_MARKER: DB = BENCH MARK DISK
 MD0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0583_STAMPING: HILLSDALE NO 1 1934
 MD0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0583+STABILITY: SURFACE MOTION
 MD0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0583+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 MD0583
 MD0583  HISTORY     - Date     Condition        Report By
 MD0583  HISTORY     - 1934     MONUMENTED       CGS
 MD0583  HISTORY     - 1934     GOOD             NGS
 MD0583  HISTORY     - 20000826 GOOD             USPSQD
 MD0583  HISTORY     - 20030910 GOOD             INDIV
 MD0583
 MD0583                          STATION DESCRIPTION
 MD0583
 MD0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0583'AT HILLSDALE.
 MD0583'IN HILLSDALE, HILLSDALE COUNTY, AT THE INTERSECTION OF HILLSDALE
 MD0583'AND BROAD STREETS, 24 YARDS SOUTH OF THE SOUTH ENTRANCE TO THE
 MD0583'CITY HALL, 29 YARDS NORTHWEST OF THE WEST CORNER OF THE POST
 MD0583'OFFICE, AT THE APEX OF THE CITY HALL LAWN, 8 YARDS SOUTH OF
 MD0583'THE MEMORIAL CANNON, AND 6 FEET NORTH OF A LAMPPOST.  A STANDARD
 MD0583'DISK, STAMPED HILLSDALE NO 1 1934 AND SET IN THE TOP OF A
 MD0583'CONCRETE POST.
 MD0583
 MD0583                          STATION RECOVERY (2000)
 MD0583
 MD0583'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0583'NO CANON IN FRONT OF BUILDING. BUILDING NOW POLICE DEPT. BUILDING HAS
 MD0583'FOUR LARGE PILLARS IN FRONT.
 MD0583
 MD0583                          STATION RECOVERY (2003)
 MD0583
 MD0583'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 MD0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1833 ***********************************************************************
 MD1833  DESIGNATION -  HILLSDALE USLS 1878
 MD1833  PID         -  MD1833
 MD1833  STATE/COUNTY-  MI/HILLSDALE
 MD1833  USGS QUAD   -  HILLSDALE (1979)
 MD1833
 MD1833                         *CURRENT SURVEY CONTROL
 MD1833  ___________________________________________________________________
 MD1833* NAD 83(1994)-  41 55 14.33604(N)    084 39 00.32168(W)     ADJUSTED  
 MD1833* NAVD 88     -       375.     (meters)    1230.     (feet)  SCALED    
 MD1833  ___________________________________________________________________
 MD1833  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 MD1833  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 MD1833
 MD1833  HORZ ORDER  -  FIRST
 MD1833
 MD1833.The horizontal coordinates were established by classical geodetic methods
 MD1833.and adjusted by the National Geodetic Survey in February 1997..
 MD1833
 MD1833.The orthometric height was scaled from a topographic map.
 MD1833
 MD1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1833
 MD1833.The geoid height was determined by GEOID03.
 MD1833
 MD1833;                    North         East     Units Scale Factor Converg.
 MD1833;SPC MI S     -    46,765.539 3,976,487.997   MT  1.00004728   -0 11 34.4
 MD1833;SPC MI S     -   153,430.25 13,046,220.46   iFT  1.00004728   -0 11 34.4
 MD1833;UTM  16      - 4,643,636.546   694,861.567   MT  1.00006726   +1 34 13.7
 MD1833
 MD1833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1833!SPC MI S     -   0.99994651  x   1.00004728  =   0.99999379
 MD1833!UTM  16      -   0.99994651  x   1.00006726  =   1.00001377
 MD1833
 MD1833:                Primary Azimuth Mark                     Grid Az
 MD1833:SPC MI S     -  BUNDAY                                   046 33 57.6
 MD1833:UTM  16      -  BUNDAY                                   044 48 09.5
 MD1833
 MD1833|---------------------------------------------------------------------|
 MD1833| PID    Reference Object                     Distance      Geod. Az  |
 MD1833|                                                           dddmmss.s |
 MD1833| NF1372 BUNDAY                              APPROX.21.6 KM 0462223.2 |
 MD1833|---------------------------------------------------------------------|
 MD1833
 MD1833                          SUPERSEDED SURVEY CONTROL
 MD1833
 MD1833  NAD 83(1986)-  41 55 14.33512(N)    084 39 00.33584(W) AD(       ) 1
 MD1833  NAD 27      -  41 55 14.16300(N)    084 39 00.50900(W) AD(       ) 1
 MD1833
 MD1833.Superseded values are not recommended for survey control.
 MD1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1833.See file dsdata.txt to determine how the superseded data were derived.
 MD1833
 MD1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM9486243637(NAD 83)
 MD1833
 MD1833  HISTORY     - Date     Condition        Report By
 MD1833  HISTORY     - 1878     MONUMENTED       CGS
 MD1833  HISTORY     - 1879     SEE DESCRIPTION  USLS
 MD1833  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD1833
 MD1833                          STATION DESCRIPTION
 MD1833
 MD1833'DESCRIBED BY US LAKE SURVEY 1879
 MD1833'ABOUT 1 MILE WEST OF HILLSDALE, IN NE 1/4 SEC. 27, T. 6 S., R. 3 W.,
 MD1833'1,898.5 METERS (6,229 FEET) FROM
 MD1833'HILLSDALE COLLEGE CLOCK TOWER ON BEARING S. 45 DEG 52 MIN W.  MARKED
 MD1833'BY STONE POSTS.  REFERENCE MARKS ARE
 MD1833'STONE POSTS AT FOLLOWING DISTANCES AND
 MD1833'BEARINGS FROM STATION- ON WEST SECTION-LINE OF SECTION
 MD1833'27, 163.3 METERS (536 FEET), N.
 MD1833'35 DEG 03 MIN W., ON SAME LINE, 98.3 METERS (323 FEET), N. 74 DEG 02
 MD1833'MIN W., AND ON NORTH SIDE OF ROAD, 64.4
 MD1833'METERS (211 FEET), S. 1 DEG 33 MIN W.  HILLSDALE COUNTY, MICH.- SW.
 MD1833'CORNER OF NW. QUARTER OF SEC. 27, T.
 MD1833'6 S., R. 3 W. (U.S.L.S.) IS 118.8 METERS
 MD1833'(390 FEET) FROM STATION ON BEARING S. 51 DEG 51 MIN W.
 MD1833'HILLSDALE COUNTY, MICH.- NW.
 MD1833'CORNER OF SEC. 27, T. 6 S., R. 3 W. (U.S.L.S.) IS 742.5 METERS (2,436
 MD1833'FEET) FROM STATION ON BEARING
 MD1833'N. 6 DEG 59 MIN W.
 MD1833
 MD1833                          STATION RECOVERY (2000)
 MD1833
 MD1833'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD1833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0417 ***********************************************************************
 QK0417  DESIGNATION -  HISER
 QK0417  PID         -  QK0417
 QK0417  STATE/COUNTY-  MI/MACKINAC
 QK0417  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0417
 QK0417                         *CURRENT SURVEY CONTROL
 QK0417  ___________________________________________________________________
 QK0417* NAD 83(1994)-  45 52 49.84576(N)    084 44 22.60324(W)     ADJUSTED  
 QK0417* NAVD 88     -       221.307  (meters)     726.07   (feet)  ADJUSTED  
 QK0417  ___________________________________________________________________
 QK0417  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 QK0417  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0417  DYNAMIC HT  -         221.316 (meters)     726.10  (feet)  COMP
 QK0417  MODELED GRAV-     980,651.5   (mgal)                       NAVD 88
 QK0417
 QK0417  HORZ ORDER  -  FIRST
 QK0417  VERT ORDER  -  FIRST     CLASS 0
 QK0417
 QK0417.The horizontal coordinates were established by classical geodetic methods
 QK0417.and adjusted by the National Geodetic Survey in February 1997..
 QK0417
 QK0417.The orthometric height was determined by differential leveling
 QK0417.and adjusted by the National Geodetic Survey in June 1991..
 QK0417
 QK0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0417
 QK0417.The geoid height was determined by GEOID03.
 QK0417
 QK0417.The dynamic height is computed by dividing the NAVD 88
 QK0417.geopotential number by the normal gravity value computed on the
 QK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0417.degrees latitude (g = 980.6199 gals.).
 QK0417
 QK0417.The modeled gravity was interpolated from observed gravity values.
 QK0417
 QK0417;                    North         East     Units Scale Factor Converg.
 QK0417;SPC MI N     -   124,446.778 8,175,437.158   MT  0.99992765   +1 38 01.6
 QK0417;SPC MI N     -   408,289.95 26,822,300.39   iFT  0.99992765   +1 38 01.6
 QK0417;UTM  16      - 5,083,256.248   675,402.105   MT  0.99997824   +1 37 23.2
 QK0417
 QK0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0417!SPC MI N     -   0.99997085  x   0.99992765  =   0.99989850
 QK0417!UTM  16      -   0.99997085  x   0.99997824  =   0.99994909
 QK0417
 QK0417|---------------------------------------------------------------------|
 QK0417| PID    Reference Object                     Distance      Geod. Az  |
 QK0417|                                                           dddmmss.s |
 QK0417| QK0418 HISER RM 1                           13.295 METERS 10143     |
 QK0417| QK0743 ST IGNACE RADIO KQA 259 MAST        APPROX. 0.8 KM 1035710.0 |
 QK0417| QK0735 ST IGNACE TELEPHONE CO MAST         APPROX. 3.5 KM 1461023.6 |
 QK0417| CH1259 HISER AZ MK                                        1660549.9 |
 QK0417| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX. 6.7 KM 1715604.8 |
 QK0417| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX. 7.9 KM 1735835.7 |
 QK0417| QK0786 MACKINAW CITY RAD KQL 25 MAST       APPROX.12.2 KM 1841522.7 |
 QK0417| CH1260 HISER RM 2                           25.527 METERS 28401     |
 QK0417| QK0774 MORAN MICROWAVE TOWER               APPROX.10.0 KM 3482636.9 |
 QK0417|---------------------------------------------------------------------|
 QK0417
 QK0417                          SUPERSEDED SURVEY CONTROL
 QK0417
 QK0417  NAD 83(1986)-  45 52 49.83881(N)    084 44 22.60213(W) AD(       ) 1
 QK0417  NAD 27      -  45 52 49.79579(N)    084 44 22.42206(W) AD(       ) 1
 QK0417  NGVD 29 (07/19/86)  221.6    (m)          727.     (f) VERT ANG       
 QK0417
 QK0417.Superseded values are not recommended for survey control.
 QK0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0417.See file dsdata.txt to determine how the superseded data were derived.
 QK0417
 QK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7540283256(NAD 83)
 QK0417_MARKER: DS = TRIANGULATION STATION DISK
 QK0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0417_SP_SET: CONCRETE POST
 QK0417_STAMPING: HISER 1965
 QK0417_MARK LOGO: CGS   
 QK0417_PROJECTION: PROJECTING 21 CENTIMETERS
 QK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0417+STABILITY: SURFACE MOTION
 QK0417
 QK0417  HISTORY     - Date     Condition        Report By
 QK0417  HISTORY     - 1965     MONUMENTED       CGS
 QK0417  HISTORY     - 1975     GOOD             NGS
 QK0417  HISTORY     - 1983     GOOD             NGS
 QK0417  HISTORY     - 19950701 GOOD             USPSQD
 QK0417  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0417  HISTORY     - 20020823 GOOD             MIDT
 QK0417
 QK0417                          STATION DESCRIPTION
 QK0417
 QK0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0417'STATION IS ON A SMALL HILL ABOUT 1-3/4 MILES NORTH-NORTHWEST OF
 QK0417'ST. IGNANCE, 0.15
 QK0417'MILE EAST OF INTERSTATE HIGHWAY 75 AND ON THE
 QK0417'PROPERTY OF MR. ANSON HISER.
 QK0417'
 QK0417'TO REACH THE STATION FROM THE MUNICIPAL BUILDING IN ST. IGNANCE,
 QK0417'GO NORTH ON
 QK0417'BUSINESS LOOP I 75 FOR 1.1 MILES TO A SIDE STREET LEFT
 QK0417'(SOUTH AIRPORT STREET).  TURN
 QK0417'LEFT AND GO WEST ON SOUTH AIRPORT STREET
 QK0417'FOR 0.55 MILE TO A T-ROAD.  TURN LEFT AND GO
 QK0417'SOUTH ON A PAVED ROAD FOR
 QK0417'0.2 MILE TO MR. HISERS DRIVEWAY ON THE RIGHT.  TURN RIGHT AND
 QK0417'GO WEST ON THE
 QK0417'DRIVEWAY ABOUT 50 FEET TO THE EAST EDGE OF A FIELD.  CONTINUE
 QK0417'WEST AND NORTHWEST ACROSS
 QK0417'THE FIELD TO A SMALL HILL AND THE STATION.
 QK0417'
 QK0417'STATION MARKS ARE STANDARD DISKS STAMPED HISER 1965.  THE SURFACE
 QK0417'DISK IS SET IN A
 QK0417'ROUND CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS
 QK0417'15 FEET SOUTHWEST OF A 11 INCH
 QK0417'MAPLE TREE, 24 FEET EAST OF AN 8 INCH
 QK0417'MAPLE TREE AND 45 FEET WEST OF A METAL WITNESS
 QK0417'POST.  THE UNDERGROUND
 QK0417'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 QK0417'SURFACE OF THE
 QK0417'GROUND.
 QK0417'
 QK0417'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HISER NO 1 1965, IS
 QK0417'SET IN A ROUND
 QK0417'CONCRETE MONUMENT WHICH PROJECTS 11 INCHES.  IT IS 2
 QK0417'FEET SOUTHWEST OF A METAL WITNESS
 QK0417'POST.
 QK0417'
 QK0417'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HISER NO 2 1965, IS
 QK0417'SET IN A ROUND
 QK0417'CONCRETE MONUMENT WHICH PROJECTS 9 INCHES.  IT IS 2
 QK0417'FEET EAST OF A METAL WITNESS POST
 QK0417'AND 9 FEET NORTHEAST OF A 12 INCH
 QK0417'PINE TREE.
 QK0417'
 QK0417'AZIMUTH MARK, IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE
 QK0417'NORTH HEAD WALL OF
 QK0417'A CONCRETE BRIDGE OVER PORTAGE ROAD AND THE DISK IS
 QK0417'STAMPED HISER 1965.  IT IS 5.3 FEET
 QK0417'SOUTHEAST OF A METAL WITNESS POST,
 QK0417'25 FEET EAST OF THE CENTERLINE OF THE SOUTH LANE OF I
 QK0417'75 AND 45 FEET
 QK0417'WEST OF THE CENTERLINE OF THE NORTH LANE OF I 75.
 QK0417'
 QK0417'TO REACH THE AZIMUTH MARK FROM THE MUNICIPAL BUILDING IN ST.
 QK0417'IGNANCE, GO
 QK0417'SOUTHEAST AND WEST ON BUSINESS LOOP I 75 FOR 1.8 MILES TO
 QK0417'INTERSTATE HIGHWAY 75.  TURN
 QK0417'RIGHT AND GO NORTH ON INTERSTATE HIGHWAY 75
 QK0417'FOR 0.6 MILE TO THE MARK ON THE LEFT IN THE
 QK0417'NORTH HEADWALL OF THE
 QK0417'BRIDGE.
 QK0417
 QK0417                          STATION RECOVERY (1975)
 QK0417
 QK0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0417'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 QK0417'RECOVERED AND FOUND IN GOOD CONDITION.  THE HORIZONTAL DIRECTIONS
 QK0417'AND THE DISTANCE TO THE MARKS CHECKED THE 1965 OBSERVATIONS
 QK0417'ADEQUATE.
 QK0417'
 QK0417'THE ROUTE TO THE STATION IS COMPLETELY ADEQUATE TO THE 1965
 QK0417'DESCRIPTION, ALSO THE CARDINAL DIRECTIONS FOR THE MARKS ARE
 QK0417'ADEQUATE.
 QK0417'
 QK0417'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 QK0417'NORTH-NORTHWEST OF ST. IGNANCE.
 QK0417'
 QK0417'HEIGHT OF LIGHT ABOVE STATION MARK 86.1 FEET.
 QK0417
 QK0417                          STATION RECOVERY (1983)
 QK0417
 QK0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0417'4.25 KM (2.65 MI) NW FROM ST IGNACE.
 QK0417'2.9 KM (1.8 MI) NORTHWEST ALONG STATE STREET AND INTERSTATE HIGHWAY
 QK0417'75 BUSINESS FROM THE POST OFFICE IN ST. IGNACE, THENCE 0.9 KM (0.55 MI
 QK0417'WEST ALONG SOUTH AIRPORT ROAD, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 QK0417'SOUTH BOUNDREY ROAD TO MR. KISERS DRIVEWAY, THENCE ABOUT 0.2 KM (0.1
 QK0417'MI) NORTHWEST AROUND THE BARN TO THE TOP OF A SMALL HILL, 4.57 METERS
 QK0417'(15.0 FT) SOUTHWEST OF A 12-1NCH MAPLE TREE, 7.31 METERS (24.0 FT)
 QK0417'EAST OF AN 8-INCH MAPLE TREE, 25.52 METERS (83.75 FT) EAST OF HISER
 QK0417'RM 2, AND 13.28 METERS (43.59 FT) WEST OF HISER RM 1.
 QK0417'THE MARK IS 13.7 METERS  W FROM A WITNESS POST.
 QK0417
 QK0417                          STATION RECOVERY (1995)
 QK0417
 QK0417'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0417'RECOVERED IN GOOD CONDITION.
 QK0417
 QK0417                          STATION RECOVERY (2002)
 QK0417
 QK0417'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0417'MARK NOT FOUND.
 QK0417
 QK0417                          STATION RECOVERY (2002)
 QK0417
 QK0417'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 QK0417'UPDATE TO PREVIOUS REPORT OF 06/05/2002.  RECOVERED THE STATION MARK,
 QK0417'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK, ALL IN GOOD CONDITION.
 QK0417' 
 QK0417'THE STATION MARK IS WESTERLY OF HOUSE NUMBER 30 AND APPROXIMATELY 500
 QK0417'FEET WESTERLY OF THE CENTER OF SOUTH BOUNDARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0418 ***********************************************************************
 QK0418  DESIGNATION -  HISER RM 1
 QK0418  PID         -  QK0418
 QK0418  STATE/COUNTY-  MI/MACKINAC
 QK0418  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0418
 QK0418                         *CURRENT SURVEY CONTROL
 QK0418  ___________________________________________________________________
 QK0418* NAD 83(1986)-  45 52 47.     (N)    084 44 18.     (W)     SCALED    
 QK0418* NAVD 88     -       220.859  (meters)     724.60   (feet)  ADJUSTED  
 QK0418  ___________________________________________________________________
 QK0418  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0418  DYNAMIC HT  -         220.868 (meters)     724.63  (feet)  COMP
 QK0418  MODELED GRAV-     980,651.5   (mgal)                       NAVD 88
 QK0418
 QK0418  VERT ORDER  -  FIRST     CLASS 0
 QK0418
 QK0418.The horizontal coordinates were scaled from a topographic map and have
 QK0418.an estimated accuracy of +/- 6 seconds.
 QK0418
 QK0418.The orthometric height was determined by differential leveling
 QK0418.and adjusted by the National Geodetic Survey in June 1991..
 QK0418
 QK0418.The geoid height was determined by GEOID03.
 QK0418
 QK0418.The dynamic height is computed by dividing the NAVD 88
 QK0418.geopotential number by the normal gravity value computed on the
 QK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0418.degrees latitude (g = 980.6199 gals.).
 QK0418
 QK0418.The modeled gravity was interpolated from observed gravity values.
 QK0418
 QK0418;                    North         East    Units  Estimated Accuracy
 QK0418;SPC MI N     -   124,360.    8,175,540.      MT  (+/- 180 meters Scaled)
 QK0418
 QK0418                          SUPERSEDED SURVEY CONTROL
 QK0418
 QK0418.No superseded survey control is available for this station.
 QK0418
 QK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR755831(NAD 83)
 QK0418_MARKER: DR = REFERENCE MARK DISK
 QK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0418_SP_SET: CONCRETE POST
 QK0418_STAMPING: HISER NO 1 1965
 QK0418_MARK LOGO: CGS   
 QK0418_PROJECTION: PROJECTING 21 CENTIMETERS
 QK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0418+STABILITY: SURFACE MOTION
 QK0418
 QK0418  HISTORY     - Date     Condition        Report By
 QK0418  HISTORY     - 1965     MONUMENTED       CGS
 QK0418  HISTORY     - 1983     GOOD             NGS
 QK0418  HISTORY     - 19950701 GOOD             USPSQD
 QK0418  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0418  HISTORY     - 20020823 GOOD             MIDT
 QK0418
 QK0418                          STATION DESCRIPTION
 QK0418
 QK0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0418'4.25 KM (2.65 MI) NW FROM ST IGNACE.
 QK0418'2.9 KM (1.8 MI) NORTHWEST ALONG STATE STREET AND INTERSTATE HIGHWAY
 QK0418'75 BUSINESS FROM THE POST OFFICE IN ST. IGNACE, THENCE 0.9 KM (0.55
 QK0418'MI) WEST ALONG SOUTH AIRPORT ROAD, THENCE 0.3 KM (0.2 MI) SOUTH ALONG
 QK0418'SOUTH BOUNDREY ROAD TO MR. KISERS DRIVEWAY, THENCE ABOUT 0.2 KM (0.1
 QK0418'MI) NORTHWEST AROUND THE BARN TO THE TOP OF A SMALL HILL, 13.10 METERS
 QK0418'43.0 FT) EAST OF TRIANGULATION STATION HISER.
 QK0418'THE MARK IS 0.60 METERS  E FROM A WITNESS POST.
 QK0418
 QK0418                          STATION RECOVERY (1995)
 QK0418
 QK0418'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0418'RECOVERED IN GOOD CONDITION.
 QK0418
 QK0418                          STATION RECOVERY (2002)
 QK0418
 QK0418'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0418'MARK NOT FOUND.
 QK0418
 QK0418                          STATION RECOVERY (2002)
 QK0418
 QK0418'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 QK0418'UPDATE TO PREVIOUS REPORT OF 06/05/2002.  RECOVERED THE STATION MARK,
 QK0418'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK, ALL IN GOOD CONDITION.
 QK0418' 
 QK0418'THE STATION MARK IS WESTERLY OF HOUSE NUMBER 30 AND APPROXIMATELY 500
 QK0418'FEET WESTERLY OF THE CENTER OF SOUTH BOUNDARY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0078 ***********************************************************************
 OJ0078  DESIGNATION -  HISTORIC USLS
 OJ0078  PID         -  OJ0078
 OJ0078  STATE/COUNTY-  MI/SANILAC
 OJ0078  USGS QUAD   -  PORT SANILAC (1963)
 OJ0078
 OJ0078                         *CURRENT SURVEY CONTROL
 OJ0078  ___________________________________________________________________
 OJ0078* NAD 83(1986)-  43 25 22.     (N)    082 32 33.     (W)     SCALED    
 OJ0078* NAVD 88     -       187.374  (meters)     614.74   (feet)  ADJUSTED  
 OJ0078  ___________________________________________________________________
 OJ0078  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0078  DYNAMIC HT  -         187.338 (meters)     614.62  (feet)  COMP
 OJ0078  MODELED GRAV-     980,423.9   (mgal)                       NAVD 88
 OJ0078
 OJ0078  VERT ORDER  -  FIRST     CLASS 0
 OJ0078
 OJ0078.The horizontal coordinates were scaled from a topographic map and have
 OJ0078.an estimated accuracy of +/- 6 seconds.
 OJ0078
 OJ0078.The orthometric height was determined by differential leveling
 OJ0078.and adjusted by the National Geodetic Survey in June 1991..
 OJ0078
 OJ0078.The geoid height was determined by GEOID03.
 OJ0078
 OJ0078.The dynamic height is computed by dividing the NAVD 88
 OJ0078.geopotential number by the normal gravity value computed on the
 OJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0078.degrees latitude (g = 980.6199 gals.).
 OJ0078
 OJ0078.The modeled gravity was interpolated from observed gravity values.
 OJ0078
 OJ0078;                    North         East    Units  Estimated Accuracy
 OJ0078;SPC MI S     -   215,180.    4,147,700.      MT  (+/- 180 meters Scaled)
 OJ0078
 OJ0078                          SUPERSEDED SURVEY CONTROL
 OJ0078
 OJ0078  NGVD 29 (??/??/92)  187.493  (m)          615.13   (f) ADJ UNCH    1 0
 OJ0078
 OJ0078.Superseded values are not recommended for survey control.
 OJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0078.See file dsdata.txt to determine how the superseded data were derived.
 OJ0078
 OJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ751089(NAD 83)
 OJ0078_MARKER: B = BOLT
 OJ0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0078_SP_SET: CULVERT
 OJ0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0078
 OJ0078  HISTORY     - Date     Condition        Report By
 OJ0078  HISTORY     - 1970     MONUMENTED       USLS
 OJ0078  HISTORY     - 1970     GOOD             USLS
 OJ0078  HISTORY     - 1980     POOR             NGS
 OJ0078  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0078
 OJ0078                          STATION DESCRIPTION
 OJ0078
 OJ0078'DESCRIBED BY US LAKE SURVEY 1970
 OJ0078'AT PORT SANILAC.
 OJ0078'HISTORIC IS AT PORT SANILAC, SANILAC COUNTY, MICHIGAN, ABOUT 0.5 MILE
 OJ0078'SOUTH OF INTERSECTION OF RIDGE STREET (U.S. 25) AND MAIN STREET
 OJ0078'(M-46) IN PORT SANILAC, JUST SOUTH OF THE PROPERTY AT 235 HIGHWAY
 OJ0078'U.S. 25, 54.0 FEET SOUTHWESTERLY OF UTILITY POLE, 25 FEET EAST
 OJ0078'OF CENTERLINE OF HIGHWAY, 0.5 FEET SOUTH OF NORTH EDGE AND
 OJ0078'0.4 FEET EAST OF WEST EDGE OF CONCRETE CULVERT NO. 873+83, BEING
 OJ0078'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER STEEL BOLT SET
 OJ0078'INTO THE TOP OF THE CULVERT.  BM HISTORIC 1970.
 OJ0078
 OJ0078                          STATION RECOVERY (1980)
 OJ0078
 OJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0078'NOT LEVELED TO AS THE BOLT HAS BEEN MUTILATED AND IS IN POOR CONDITION
 OJ0078
 OJ0078                          STATION RECOVERY (1994)
 OJ0078
 OJ0078'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0060 ***********************************************************************
 NE0060  DESIGNATION -  HITCHING BLOCK
 NE0060  PID         -  NE0060
 NE0060  STATE/COUNTY-  MI/ST CLAIR
 NE0060  USGS QUAD   -  PORT HURON (1991)
 NE0060
 NE0060                         *CURRENT SURVEY CONTROL
 NE0060  ___________________________________________________________________
 NE0060* NAD 83(1986)-  42 57 04.     (N)    082 26 11.     (W)     SCALED    
 NE0060* NAVD 88     -       181.709  (meters)     596.16   (feet)  ADJUSTED  
 NE0060  ___________________________________________________________________
 NE0060  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0060  DYNAMIC HT  -         181.663 (meters)     596.01  (feet)  COMP
 NE0060  MODELED GRAV-     980,365.4   (mgal)                       NAVD 88
 NE0060
 NE0060  VERT ORDER  -  SECOND    CLASS 0
 NE0060
 NE0060.The horizontal coordinates were scaled from a topographic map and have
 NE0060.an estimated accuracy of +/- 6 seconds.
 NE0060
 NE0060.The orthometric height was determined by differential leveling
 NE0060.and adjusted by the National Geodetic Survey in June 1991..
 NE0060
 NE0060.The geoid height was determined by GEOID03.
 NE0060
 NE0060.The dynamic height is computed by dividing the NAVD 88
 NE0060.geopotential number by the normal gravity value computed on the
 NE0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0060.degrees latitude (g = 980.6199 gals.).
 NE0060
 NE0060.The modeled gravity was interpolated from observed gravity values.
 NE0060
 NE0060;                    North         East    Units  Estimated Accuracy
 NE0060;SPC MI S     -   162,990.    4,157,490.      MT  (+/- 180 meters Scaled)
 NE0060
 NE0060                          SUPERSEDED SURVEY CONTROL
 NE0060
 NE0060  NGVD 29 (??/??/92)  181.73   (m)          596.2    (f) COMPUTED    2 0
 NE0060
 NE0060.Superseded values are not recommended for survey control.
 NE0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0060.See file dsdata.txt to determine how the superseded data were derived.
 NE0060
 NE0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH828563(NAD 83)
 NE0060_MARKER: B = BOLT
 NE0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0060_SP_SET: STONE
 NE0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0060
 NE0060  HISTORY     - Date     Condition        Report By
 NE0060  HISTORY     - UNK      MONUMENTED       USLS
 NE0060  HISTORY     - 1934     GOOD             NGS
 NE0060  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE0060  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0060
 NE0060                          STATION DESCRIPTION
 NE0060
 NE0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0060'AT PORT HURON.
 NE0060'AT PORT HURON ON THE WEST SIDE OF MILITARY STREET ABOUT 100
 NE0060'YARDS NORTH OF THE CENTERLINE OF GRANT PLACE, IN A PATCH OF GRASS
 NE0060'BETWEEN SIDEWALK AND CURB IN FRONT OF 3205 MILITARY STREET, ON
 NE0060'TOP OF A HEMISPHERICAL STONE HITCHING BLOCK INTO WHICH ARE CUT
 NE0060'DEEPLY THE LETTERS T-U-D-H-O-P-E, 8.0 INCHES ABOVE SURFACE
 NE0060'OF SIDEWALK.
 NE0060
 NE0060                          STATION RECOVERY (1999)
 NE0060
 NE0060'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0060'MARK NOT FOUND.
 NE0060
 NE0060                          STATION RECOVERY (2002)
 NE0060
 NE0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (TGB)
 NE0060'SUSPECT MARK HAS BEEN DESTROYED-HOUSE IS GONE AND APARTMENTS HAVE BEEN
 NE0060'BUILT ON SITE WHERE MARK WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0597 ***********************************************************************
 PL0597  DESIGNATION -  HITP
 PL0597  PID         -  PL0597
 PL0597  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0597  USGS QUAD   -  JACKS LANDING (1985)
 PL0597
 PL0597                         *CURRENT SURVEY CONTROL
 PL0597  ___________________________________________________________________
 PL0597* NAD 83(1994)-  44 42 07.27919(N)    085 29 37.01022(W)     ADJUSTED  
 PL0597* NAVD 88     -       287.9    (meters)     945.     (feet)  VERTCON   
 PL0597  ___________________________________________________________________
 PL0597  X           -     356,797.170 (meters)                     COMP
 PL0597  Y           -  -4,527,086.850 (meters)                     COMP
 PL0597  Z           -   4,464,051.030 (meters)                     COMP
 PL0597  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 PL0597  ELLIP HEIGHT-         253.77  (meters)          (07/17/02) GPS OBS
 PL0597  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PL0597
 PL0597  HORZ ORDER  -  SECOND
 PL0597  ELLP ORDER  -  FOURTH    CLASS I
 PL0597
 PL0597.The horizontal coordinates were established by GPS observations
 PL0597.and adjusted by the National Geodetic Survey in February 1997..
 PL0597
 PL0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0597
 PL0597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0597
 PL0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0597
 PL0597.The ellipsoidal height was determined by GPS observations
 PL0597.and is referenced to NAD 83.
 PL0597
 PL0597.The geoid height was determined by GEOID03.
 PL0597
 PL0597;                    North         East     Units Scale Factor Converg.
 PL0597;SPC MI C     -   154,561.137 5,910,694.304   MT  0.99992153   -0 47 45.9
 PL0597;SPC MI C     -   507,090.34 19,392,041.68   iFT  0.99992153   -0 47 45.9
 PL0597;UTM  16      - 4,950,953.349   619,340.195   MT  0.99977514   +1 03 35.1
 PL0597
 PL0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0597!SPC MI C     -   0.99996021  x   0.99992153  =   0.99988175
 PL0597!UTM  16      -   0.99996021  x   0.99977514  =   0.99973536
 PL0597
 PL0597                          SUPERSEDED SURVEY CONTROL
 PL0597
 PL0597  ELLIP H (02/03/97)  253.75   (m)                       GP(       ) 4 1
 PL0597  NAD 83(1986)-  44 42 07.27484(N)    085 29 37.01918(W) AD(       ) 2
 PL0597  NGVD 29 (12/10/93)  288.0    (m)          945.     (f) GPS OBS        
 PL0597
 PL0597.Superseded values are not recommended for survey control.
 PL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0597.See file dsdata.txt to determine how the superseded data were derived.
 PL0597
 PL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1934050953(NAD 83)
 PL0597_MARKER: A = ALUMINUM MARKER
 PL0597_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PL0597_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PL0597_STAMPING: HITP 1993
 PL0597_MARK LOGO: NOS   
 PL0597_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0597+STABILITY: POSITION/ELEVATION WELL
 PL0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0597+SATELLITE: SATELLITE OBSERVATIONS - 1993
 PL0597
 PL0597  HISTORY     - Date     Condition        Report By
 PL0597  HISTORY     - 1993     MONUMENTED       NOS
 PL0597  HISTORY     - 20060410 GOOD             GEOCAC
 PL0597
 PL0597                          STATION DESCRIPTION
 PL0597
 PL0597'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PL0597'THE STATION IS LOCATED SOUTHEAST OF TRAVERSE CITY AND JUST NORTH OF
 PL0597'INDIAN LAKE.
 PL0597'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS 31/72 AND FOUR
 PL0597'MILE ROAD IN TRAVERSE CITY, GO SOUTH ON FOUR MILE ROAD FOR 2.2 MI
 PL0597'(3.5 KM) TO THE INTERSECTION WITH HAMMOND ROAD (660) TURN LEFT ON TO
 PL0597'HAMMOND (660) AND GO EAST FOR 1.0 MI (1.6 KM) TO HIGH LAKE ROAD. TURN
 PL0597'RIGHT ONTO HIGH LAKE ROAD AND GO SOUTH FOR 0.50 MI (0.80 KM) TO THE
 PL0597'INTERSECTION. TURN LEFT ONTO SUPPLY ROAD AND GO EAST FOR 1.05 MI
 PL0597'(1.69 KM) TO THE Y INTERSECTION WITH HOBBS HIGHWAY.TURN RIGHT ONTO
 PL0597'HOBBS HIGHWAY AND GO SOUTHEAST FOR 0.40 MI (0.64 KM) TO A TRACK ROAD
 PL0597'ON RIGHT AFTER PASSING UNDER HIGH TENSION POWER LINES.STATION IS ON
 PL0597'RIGHT OF TRACK ROAD.
 PL0597'THE IS A STANDARD NOS ALUMINUM DISK THAT IS 92.6 FT (28.2 M) SOUTH OF
 PL0597'THE CENTERLINE OF HOBBS HIGHWAY, 54.2 FT (16.5 M) SOUTHWEST OF CABLE
 PL0597'AREA 428 SIGN, 17.0 FT (5.2 M) WEST OF TRACK ROAD AND 0.3 FT
 PL0597'(9.1 CM) SOUTH OF A WITNESS POST.THE STATION IS FLUSH WITH THE
 PL0597'GROUND.
 PL0597
 PL0597                          STATION RECOVERY (2006)
 PL0597
 PL0597'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0565 ***********************************************************************
 NE0565  DESIGNATION -  HL MON 100 USLS
 NE0565  PID         -  NE0565
 NE0565  STATE/COUNTY-  MI/WAYNE
 NE0565  USGS QUAD   -  WYANDOTTE (1981)
 NE0565
 NE0565                         *CURRENT SURVEY CONTROL
 NE0565  ___________________________________________________________________
 NE0565* NAD 83(1986)-  42 10 16.     (N)    083 10 09.     (W)     SCALED    
 NE0565* NAVD 88     -       178.529  (meters)     585.72   (feet)  ADJUSTED  
 NE0565  ___________________________________________________________________
 NE0565  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0565  DYNAMIC HT  -         178.472 (meters)     585.54  (feet)  COMP
 NE0565  MODELED GRAV-     980,298.7   (mgal)                       NAVD 88
 NE0565
 NE0565  VERT ORDER  -  FIRST     CLASS II
 NE0565
 NE0565.The horizontal coordinates were scaled from a topographic map and have
 NE0565.an estimated accuracy of +/- 6 seconds.
 NE0565
 NE0565.The orthometric height was determined by differential leveling
 NE0565.and adjusted by the National Geodetic Survey in June 1991..
 NE0565
 NE0565.The geoid height was determined by GEOID03.
 NE0565
 NE0565.The dynamic height is computed by dividing the NAVD 88
 NE0565.geopotential number by the normal gravity value computed on the
 NE0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0565.degrees latitude (g = 980.6199 gals.).
 NE0565
 NE0565.The modeled gravity was interpolated from observed gravity values.
 NE0565
 NE0565;                    North         East    Units  Estimated Accuracy
 NE0565;SPC MI S     -    75,250.    4,098,940.      MT  (+/- 180 meters Scaled)
 NE0565
 NE0565                          SUPERSEDED SURVEY CONTROL
 NE0565
 NE0565  NGVD 29 (??/??/??)  178.707  (m)          586.31   (f) ADJUSTED    1 2
 NE0565
 NE0565.Superseded values are not recommended for survey control.
 NE0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0565.See file dsdata.txt to determine how the superseded data were derived.
 NE0565
 NE0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG208710(NAD 83)
 NE0565_MARKER: DR = REFERENCE MARK DISK
 NE0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0565_STAMPING: 100 1930
 NE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0565+STABILITY: SURFACE MOTION
 NE0565
 NE0565  HISTORY     - Date     Condition        Report By
 NE0565  HISTORY     - 1930     MONUMENTED       USLS
 NE0565  HISTORY     - 1954     GOOD             NGS
 NE0565  HISTORY     - 1980     GOOD             NGS
 NE0565  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0565  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0565  HISTORY     - 1987     GOOD             USPSQD
 NE0565  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0565  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0565
 NE0565                          STATION DESCRIPTION
 NE0565
 NE0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0565'2.1 MI N FROM TRENTON.
 NE0565'ABOUT 2.1 MILES NORTH ALONG WEST JEFFERSON AVENUE FROM PEOPLES
 NE0565'BANK AT TRENTON, AT INTERSECTION OF SIBLEY ROAD, 429 FEET NORTH
 NE0565'OF CENTER LINE OF SIBLEY ROAD, 3 FEET EAST OF EAST CURB OF WEST
 NE0565'JEFFERSON AVENUE, EAST AND ACROSS WEST JEFFERSON AVENUE FROM
 NE0565'HOUSE NO. 18752, 77 FEET SOUTH OF A STREET LIGHT, 118 FEET NORTH
 NE0565'OF A STREET LIGHT, 61 FEET NORTH OF TELEPHONE CABLE POLE NO. 4,
 NE0565'84 FEET SOUTH OF TELEPHONE CABLE POLE NO. 5, IN THE TOP OF A
 NE0565'CONCRETE POST ACCESS TO WHICH IS HAD THRU AN 8-INCH IRON MAN
 NE0565'HOLE COVER WHICH IS IN A 4-FOOT SQUARE CONCRETE SLAB SET OVER
 NE0565'MARK AND ABOUT 5 INCHES BELOW THE MAN HOLE COVER.  THE CONCRETE
 NE0565'SLAB IS COVERED BY ABOUT 3 INCHES OF DIRT.
 NE0565
 NE0565                          STATION RECOVERY (1980)
 NE0565
 NE0565'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0565'RECOVERED IN GOOD CONDITION.
 NE0565
 NE0565                          STATION RECOVERY (1983)
 NE0565
 NE0565'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0565'MARK NOT FOUND.
 NE0565
 NE0565                          STATION RECOVERY (1987)
 NE0565
 NE0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0565'MARK NOT FOUND.
 NE0565
 NE0565                          STATION RECOVERY (1987)
 NE0565
 NE0565'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 NE0565'RECOVERED IN GOOD CONDITION.
 NE0565
 NE0565                          STATION RECOVERY (1988)
 NE0565
 NE0565'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0565'MARK NOT FOUND.
 NE0565
 NE0565                          STATION RECOVERY (1989)
 NE0565
 NE0565'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0561 ***********************************************************************
 NE0561  DESIGNATION -  HL MON 108 USLS
 NE0561  PID         -  NE0561
 NE0561  STATE/COUNTY-  MI/WAYNE
 NE0561  USGS QUAD   -  WYANDOTTE (1981)
 NE0561
 NE0561                         *CURRENT SURVEY CONTROL
 NE0561  ___________________________________________________________________
 NE0561* NAD 83(1986)-  42 08 59.     (N)    083 10 27.     (W)     SCALED    
 NE0561* NAVD 88     -       176.487  (meters)     579.02   (feet)  ADJUSTED  
 NE0561  ___________________________________________________________________
 NE0561  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0561  DYNAMIC HT  -         176.430 (meters)     578.84  (feet)  COMP
 NE0561  MODELED GRAV-     980,295.1   (mgal)                       NAVD 88
 NE0561
 NE0561  VERT ORDER  -  FIRST     CLASS II
 NE0561
 NE0561.The horizontal coordinates were scaled from a topographic map and have
 NE0561.an estimated accuracy of +/- 6 seconds.
 NE0561
 NE0561.The orthometric height was determined by differential leveling
 NE0561.and adjusted by the National Geodetic Survey in June 1991..
 NE0561.WARNING-Repeat measurements at this control monument indicate possible
 NE0561.vertical movement.
 NE0561
 NE0561.The geoid height was determined by GEOID03.
 NE0561
 NE0561.The dynamic height is computed by dividing the NAVD 88
 NE0561.geopotential number by the normal gravity value computed on the
 NE0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0561.degrees latitude (g = 980.6199 gals.).
 NE0561
 NE0561.The modeled gravity was interpolated from observed gravity values.
 NE0561
 NE0561;                    North         East    Units  Estimated Accuracy
 NE0561;SPC MI S     -    72,870.    4,098,560.      MT  (+/- 180 meters Scaled)
 NE0561
 NE0561                          SUPERSEDED SURVEY CONTROL
 NE0561
 NE0561  NGVD 29 (??/??/??)  176.661  (m)          579.60   (f) ADJUSTED    1 2
 NE0561
 NE0561.Superseded values are not recommended for survey control.
 NE0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0561.See file dsdata.txt to determine how the superseded data were derived.
 NE0561
 NE0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG203686(NAD 83)
 NE0561_MARKER: DR = REFERENCE MARK DISK
 NE0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0561_STAMPING: 108 1930
 NE0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0561+STABILITY: SURFACE MOTION
 NE0561
 NE0561  HISTORY     - Date     Condition        Report By
 NE0561  HISTORY     - 1930     MONUMENTED       USLS
 NE0561  HISTORY     - 1954     GOOD             NGS
 NE0561  HISTORY     - 1980     GOOD             NGS
 NE0561  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0561  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0561  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0561  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0561  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0561  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0561
 NE0561                          STATION DESCRIPTION
 NE0561
 NE0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0561'AT TRENTON.
 NE0561'AT TRENTON, ABOUT 0.55 MILE NORTH ALONG WEST JEFFERSON AVENUE
 NE0561'FROM PEOPLES BANK, THENCE 1 BLOCK EAST ALONG GEORGE STREET,
 NE0561'AT INTERSECTION OF GEORGE STREET AND CHURCH PLACE, 3.1 FEET
 NE0561'SOUTH OF SOUTH CURB OF GEORGE STREET, 29 FEET EAST OF PROLONGED
 NE0561'CENTER LINE OF CHURCH PLACE LEADING NORTH, IN THE TOP OF A CONCRETE
 NE0561'POST ACCESS TO WHICH IS HAD THRU AN 8-INCH MAN HOLE COVER
 NE0561'WHICH IS IN A 4-FOOT CONCRETE SLAB SET OVER MARK AND ABOUT 4
 NE0561'INCHES BELOW MAN HOLE COVER.
 NE0561
 NE0561                          STATION RECOVERY (1980)
 NE0561
 NE0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0561'NOTE, ADD 1.9 METERS ( 6.5 FEET) NORTHWEST OF A POWER POLE.
 NE0561
 NE0561                          STATION RECOVERY (1983)
 NE0561
 NE0561'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0561'MARK NOT FOUND.
 NE0561
 NE0561                          STATION RECOVERY (1986)
 NE0561
 NE0561'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0561'MARK NOT FOUND.
 NE0561
 NE0561                          STATION RECOVERY (1987)
 NE0561
 NE0561'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0561'MARK NOT FOUND.
 NE0561
 NE0561                          STATION RECOVERY (1987)
 NE0561
 NE0561'RECOVERY NOTE BY US POWER SQUADRON 1987 (WM)
 NE0561'MARK NOT FOUND.
 NE0561
 NE0561                          STATION RECOVERY (1988)
 NE0561
 NE0561'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0561'MARK NOT FOUND.
 NE0561
 NE0561                          STATION RECOVERY (1989)
 NE0561
 NE0561'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0556 ***********************************************************************
 NE0556  DESIGNATION -  HL MON 110 USLS
 NE0556  PID         -  NE0556
 NE0556  STATE/COUNTY-  MI/WAYNE
 NE0556  USGS QUAD   -  WYANDOTTE (1981)
 NE0556
 NE0556                         *CURRENT SURVEY CONTROL
 NE0556  ___________________________________________________________________
 NE0556* NAD 83(1986)-  42 08 30.     (N)    083 10 31.     (W)     SCALED    
 NE0556* NAVD 88     -       175.085  (meters)     574.42   (feet)  ADJUSTED  
 NE0556  ___________________________________________________________________
 NE0556  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE0556  DYNAMIC HT  -         175.028 (meters)     574.24  (feet)  COMP
 NE0556  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 NE0556
 NE0556  VERT ORDER  -  FIRST     CLASS II
 NE0556
 NE0556.The horizontal coordinates were scaled from a topographic map and have
 NE0556.an estimated accuracy of +/- 6 seconds.
 NE0556
 NE0556.The orthometric height was determined by differential leveling
 NE0556.and adjusted by the National Geodetic Survey in June 1991..
 NE0556
 NE0556.The geoid height was determined by GEOID03.
 NE0556
 NE0556.The dynamic height is computed by dividing the NAVD 88
 NE0556.geopotential number by the normal gravity value computed on the
 NE0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0556.degrees latitude (g = 980.6199 gals.).
 NE0556
 NE0556.The modeled gravity was interpolated from observed gravity values.
 NE0556
 NE0556;                    North         East    Units  Estimated Accuracy
 NE0556;SPC MI S     -    71,970.    4,098,480.      MT  (+/- 180 meters Scaled)
 NE0556
 NE0556                          SUPERSEDED SURVEY CONTROL
 NE0556
 NE0556  NGVD 29 (??/??/92)  175.258  (m)          574.99   (f) ADJ UNCH    1 2
 NE0556
 NE0556.Superseded values are not recommended for survey control.
 NE0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0556.See file dsdata.txt to determine how the superseded data were derived.
 NE0556
 NE0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG202677(NAD 83)
 NE0556_MARKER: DR = REFERENCE MARK DISK
 NE0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0556_STAMPING: 110 1930
 NE0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0556+STABILITY: SURFACE MOTION
 NE0556
 NE0556  HISTORY     - Date     Condition        Report By
 NE0556  HISTORY     - 1930     MONUMENTED       USLS
 NE0556  HISTORY     - 1954     GOOD             NGS
 NE0556  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0556  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0556  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0556  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0556  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0556
 NE0556                          STATION DESCRIPTION
 NE0556
 NE0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0556'AT TRENTON.
 NE0556'AT TRENTON, IN THE EAST CENTRAL PART OF TOWN, 2 BLOCKS EAST
 NE0556'ALONG ST. JOSEPH STREET FROM THE INTERSECTION OF WEST JEFFERSON
 NE0556'AVENUE, AT EAST END (FOOT) OF ST. JOSEPH STREET, 4 1/2 FEET
 NE0556'WEST OF EAST EDGE OF CONCRETE WALL ON WEST SIDE OF TRENTON CHANNEL
 NE0556'OF DETROIT RIVER, 62 FEET SOUTH OF CENTER LINE OF ST. JOSEPH STREET
 NE0556'IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN
 NE0556'8-INCH MAN HOLE WHICH IS IN A 4-FOOT CONCRETE SLAB SET OVER MARK
 NE0556'AND ABOUT 3 INCHES BELOW GROUND.  NOTE-- THE CONCRETE SLAB IS
 NE0556'BADLY CRACKED AND THE MAN HOLE IS NO LONGER DIRECTLY OVER MARK.
 NE0556'IT APPEARS THAT THE EARTH MAY BE UNSTABLE THIS CLOSE TO WATERS
 NE0556'EDGE AND MARK SHOULD BE USED WITH CAUTION.
 NE0556
 NE0556                          STATION RECOVERY (1980)
 NE0556
 NE0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0556'NOT RECOVERED, POSSIBLY STILL INTACK A NEW SIDEWALK HAS BEEN PUT
 NE0556'IN THE EDGE OF WALK IS OVER THR AREA WHERE MARK IS SUPPOSE TO BE.
 NE0556
 NE0556                          STATION RECOVERY (1983)
 NE0556
 NE0556'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0556'MARK NOT FOUND.
 NE0556
 NE0556                          STATION RECOVERY (1987)
 NE0556
 NE0556'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0556'MARK NOT FOUND.
 NE0556
 NE0556                          STATION RECOVERY (1988)
 NE0556
 NE0556'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0556'MARK NOT FOUND.
 NE0556
 NE0556                          STATION RECOVERY (1989)
 NE0556
 NE0556'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0555 ***********************************************************************
 NE0555  DESIGNATION -  HL MON 111 USLS
 NE0555  PID         -  NE0555
 NE0555  STATE/COUNTY-  MI/WAYNE
 NE0555  USGS QUAD   -  WYANDOTTE (1981)
 NE0555
 NE0555                         *CURRENT SURVEY CONTROL
 NE0555  ___________________________________________________________________
 NE0555* NAD 83(1986)-  42 08 31.     (N)    083 10 33.     (W)     SCALED    
 NE0555* NAVD 88     -       182.338  (meters)     598.22   (feet)  ADJUSTED  
 NE0555  ___________________________________________________________________
 NE0555  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 NE0555  DYNAMIC HT  -         182.278 (meters)     598.02  (feet)  COMP
 NE0555  MODELED GRAV-     980,293.8   (mgal)                       NAVD 88
 NE0555
 NE0555  VERT ORDER  -  FIRST     CLASS 0
 NE0555
 NE0555.The horizontal coordinates were scaled from a topographic map and have
 NE0555.an estimated accuracy of +/- 6 seconds.
 NE0555
 NE0555.The orthometric height was determined by differential leveling
 NE0555.and adjusted by the National Geodetic Survey in June 1991..
 NE0555.WARNING-Repeat measurements at this control monument indicate possible
 NE0555.vertical movement.
 NE0555
 NE0555.The geoid height was determined by GEOID03.
 NE0555
 NE0555.The dynamic height is computed by dividing the NAVD 88
 NE0555.geopotential number by the normal gravity value computed on the
 NE0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0555.degrees latitude (g = 980.6199 gals.).
 NE0555
 NE0555.The modeled gravity was interpolated from observed gravity values.
 NE0555
 NE0555;                    North         East    Units  Estimated Accuracy
 NE0555;SPC MI S     -    72,000.    4,098,440.      MT  (+/- 180 meters Scaled)
 NE0555
 NE0555                          SUPERSEDED SURVEY CONTROL
 NE0555
 NE0555  NGVD 29 (??/??/??)  182.508  (m)          598.78   (f) ADJUSTED    1 0
 NE0555
 NE0555.Superseded values are not recommended for survey control.
 NE0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0555.See file dsdata.txt to determine how the superseded data were derived.
 NE0555
 NE0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201678(NAD 83)
 NE0555_MARKER: DR = REFERENCE MARK DISK
 NE0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0555_STAMPING: 111 1930
 NE0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0555+STABILITY: SURFACE MOTION
 NE0555
 NE0555  HISTORY     - Date     Condition        Report By
 NE0555  HISTORY     - 1930     MONUMENTED       USLS
 NE0555  HISTORY     - 1954     GOOD             NGS
 NE0555  HISTORY     - 1980     GOOD             NGS
 NE0555  HISTORY     - 1983     GOOD             USPSQD
 NE0555  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0555  HISTORY     - 1987     GOOD             USPSQD
 NE0555  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0555  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0555
 NE0555                          STATION DESCRIPTION
 NE0555
 NE0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0555'AT TRENTON.
 NE0555'AT TRENTON, IN THE EAST CENTRAL PART OF TOWN, 1 BLOCK EAST
 NE0555'ALONG ST. JOSEPH STREET FROM ITS INTERSECTION WITH WEST JEFFERSON
 NE0555'AVENUE, AT THE NORTHEAST CORNER OF INTERSECTION OF RIVERSIDE
 NE0555'AND ST. JOSEPH STREET, 16 1/2 FEET EAST OF EAST CURB LINE OF
 NE0555'RIVERSIDE, 2 1/2 FEET NORTH OF NORTH CURB LINE OF ST. JOSEPH
 NE0555'STREET, IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD
 NE0555'THRU AN 8-INCH MAN HOLE COVER WHICH IS IN A 3-FOOT CONCRETE
 NE0555'SLAB SET OVER MARK AND ABOUT 4 INCHES BELOW MAN HOLE COVER.
 NE0555
 NE0555                          STATION RECOVERY (1980)
 NE0555
 NE0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0555'RECOVERED IN GOOD CONDITION.
 NE0555
 NE0555                          STATION RECOVERY (1983)
 NE0555
 NE0555'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0555'RECOVERED IN GOOD CONDITION.
 NE0555
 NE0555                          STATION RECOVERY (1987)
 NE0555
 NE0555'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0555'MARK NOT FOUND.
 NE0555
 NE0555                          STATION RECOVERY (1987)
 NE0555
 NE0555'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0555'RECOVERED IN GOOD CONDITION.
 NE0555
 NE0555                          STATION RECOVERY (1988)
 NE0555
 NE0555'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0555'MARK NOT FOUND.
 NE0555
 NE0555                          STATION RECOVERY (1989)
 NE0555
 NE0555'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0555'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0552 ***********************************************************************
 NE0552  DESIGNATION -  HL MON 112 USLS
 NE0552  PID         -  NE0552
 NE0552  STATE/COUNTY-  MI/WAYNE
 NE0552  USGS QUAD   -  WYANDOTTE (1981)
 NE0552
 NE0552                         *CURRENT SURVEY CONTROL
 NE0552  ___________________________________________________________________
 NE0552* NAD 83(1986)-  42 08 11.     (N)    083 10 34.     (W)     SCALED    
 NE0552* NAVD 88     -       174.868  (meters)     573.71   (feet)  ADJUSTED  
 NE0552  ___________________________________________________________________
 NE0552  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0552  DYNAMIC HT  -         174.811 (meters)     573.53  (feet)  COMP
 NE0552  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NE0552
 NE0552  VERT ORDER  -  FIRST     CLASS 0
 NE0552
 NE0552.The horizontal coordinates were scaled from a topographic map and have
 NE0552.an estimated accuracy of +/- 6 seconds.
 NE0552
 NE0552.The orthometric height was determined by differential leveling
 NE0552.and adjusted by the National Geodetic Survey in June 1991..
 NE0552.WARNING-Repeat measurements at this control monument indicate possible
 NE0552.vertical movement.
 NE0552
 NE0552.The geoid height was determined by GEOID03.
 NE0552
 NE0552.The dynamic height is computed by dividing the NAVD 88
 NE0552.geopotential number by the normal gravity value computed on the
 NE0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0552.degrees latitude (g = 980.6199 gals.).
 NE0552
 NE0552.The modeled gravity was interpolated from observed gravity values.
 NE0552
 NE0552;                    North         East    Units  Estimated Accuracy
 NE0552;SPC MI S     -    71,390.    4,098,420.      MT  (+/- 180 meters Scaled)
 NE0552
 NE0552                          SUPERSEDED SURVEY CONTROL
 NE0552
 NE0552  NGVD 29 (??/??/??)  175.039  (m)          574.27   (f) ADJUSTED    1 0
 NE0552
 NE0552.Superseded values are not recommended for survey control.
 NE0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0552.See file dsdata.txt to determine how the superseded data were derived.
 NE0552
 NE0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201672(NAD 83)
 NE0552_MARKER: DR = REFERENCE MARK DISK
 NE0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0552_STAMPING: 112 1930
 NE0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0552+STABILITY: SURFACE MOTION
 NE0552
 NE0552  HISTORY     - Date     Condition        Report By
 NE0552  HISTORY     - 1930     MONUMENTED       USLS
 NE0552  HISTORY     - 1954     GOOD             NGS
 NE0552  HISTORY     - 1980     GOOD             NGS
 NE0552  HISTORY     - 1983     GOOD             USPSQD
 NE0552  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0552  HISTORY     - 1987     GOOD             USPSQD
 NE0552  HISTORY     - 1987     GOOD             USPSQD
 NE0552  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0552  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0552  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0552
 NE0552                          STATION DESCRIPTION
 NE0552
 NE0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0552'AT TRENTON.
 NE0552'AT TRENTON, ABOUT 0.25 MILE EAST ALONG SLOCUM STREET FROM THE
 NE0552'JUNCTION OF WEST JEFFERSON AVENUE, THENCE SOUTH ACROSS A BRIDGE
 NE0552'INTO ELIZABETH PARK, THENCE ABOUT 275 YARDS EAST ALONG A CONCRETE
 NE0552'WALK ALONG NORTH SIDE OF PARK, AT THE NORTHEAST CORNER OF
 NE0552'ELIZABETH PARK, 24 FEET SOUTH OF A METAL LAMP POST AT NORTHEAST
 NE0552'CORNER OF PARK, 4 1/2 FEET NORTHEAST OF NORTHEAST EDGE OF A
 NE0552'CURVED SIDE WALK, 22 FEET SOUTHWEST OF HL MON. 112X, IN THE TOP
 NE0552'OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN 8-INCH MAN
 NE0552'HOLE WHICH IS IN A 4-FOOT CONCRETE SLAB SET OVER MARK AND ABOUT
 NE0552'5 INCHES BELOW TOP OF CONCRETE SLAB.
 NE0552
 NE0552                          STATION RECOVERY (1980)
 NE0552
 NE0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0552'RECOVERED IN GOOD CONDITION.
 NE0552
 NE0552                          STATION RECOVERY (1983)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0552'RECOVERED IN GOOD CONDITION.
 NE0552
 NE0552                          STATION RECOVERY (1987)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0552'MARK NOT FOUND.
 NE0552
 NE0552                          STATION RECOVERY (1987)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0552'RECOVERED IN GOOD CONDITION.
 NE0552
 NE0552                          STATION RECOVERY (1987)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1987 (NMF)
 NE0552'RECOVERED IN GOOD CONDITION.
 NE0552
 NE0552                          STATION RECOVERY (1988)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0552'MARK NOT FOUND.
 NE0552
 NE0552                          STATION RECOVERY (1989)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0552'MARK NOT FOUND.
 NE0552
 NE0552                          STATION RECOVERY (1999)
 NE0552
 NE0552'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0552'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0553 ***********************************************************************
 NE0553  DESIGNATION -  HL MON 112 X USLS
 NE0553  PID         -  NE0553
 NE0553  STATE/COUNTY-  MI/WAYNE
 NE0553  USGS QUAD   -  WYANDOTTE (1981)
 NE0553
 NE0553                         *CURRENT SURVEY CONTROL
 NE0553  ___________________________________________________________________
 NE0553* NAD 83(1986)-  42 08 11.     (N)    083 10 35.     (W)     SCALED    
 NE0553* NAVD 88     -       175.415  (meters)     575.51   (feet)  ADJUSTED  
 NE0553  ___________________________________________________________________
 NE0553  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0553  DYNAMIC HT  -         175.358 (meters)     575.32  (feet)  COMP
 NE0553  MODELED GRAV-     980,292.9   (mgal)                       NAVD 88
 NE0553
 NE0553  VERT ORDER  -  FIRST     CLASS 0
 NE0553
 NE0553.The horizontal coordinates were scaled from a topographic map and have
 NE0553.an estimated accuracy of +/- 6 seconds.
 NE0553
 NE0553.The orthometric height was determined by differential leveling
 NE0553.and adjusted by the National Geodetic Survey in June 1991..
 NE0553.WARNING-Repeat measurements at this control monument indicate possible
 NE0553.vertical movement.
 NE0553
 NE0553.The geoid height was determined by GEOID03.
 NE0553
 NE0553.The dynamic height is computed by dividing the NAVD 88
 NE0553.geopotential number by the normal gravity value computed on the
 NE0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0553.degrees latitude (g = 980.6199 gals.).
 NE0553
 NE0553.The modeled gravity was interpolated from observed gravity values.
 NE0553
 NE0553;                    North         East    Units  Estimated Accuracy
 NE0553;SPC MI S     -    71,390.    4,098,400.      MT  (+/- 180 meters Scaled)
 NE0553
 NE0553                          SUPERSEDED SURVEY CONTROL
 NE0553
 NE0553  NGVD 29 (??/??/92)  175.591  (m)          576.08   (f) ADJ UNCH    1 0
 NE0553
 NE0553.Superseded values are not recommended for survey control.
 NE0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0553.See file dsdata.txt to determine how the superseded data were derived.
 NE0553
 NE0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201672(NAD 83)
 NE0553_MARKER: DR = REFERENCE MARK DISK
 NE0553_SETTING: 66 = SET IN ROCK OUTCROP
 NE0553_SP_SET: BROKEN ROCKS
 NE0553_STAMPING: 112 X 1944
 NE0553_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0553+STABILITY: POSITION/ELEVATION WELL
 NE0553
 NE0553  HISTORY     - Date     Condition        Report By
 NE0553  HISTORY     - 1944     MONUMENTED       USLS
 NE0553  HISTORY     - 1954     GOOD             NGS
 NE0553  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0553  HISTORY     - 1983     GOOD             USPSQD
 NE0553  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0553  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0553  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0553  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0553  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0553
 NE0553                          STATION DESCRIPTION
 NE0553
 NE0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0553'AT TRENTON.
 NE0553'AT TRENTON, ABOUT 0.25 MILE EAST ALONG SLOCUM STREET FROM THE
 NE0553'JUNCTION OF WEST JEFFERSON AVENUE, THENCE SOUTH ACROSS A BRIDGE
 NE0553'INTO ELIZABETH PARK, THENCE ABOUT 275 YARDS EAST ALONG A CONCRETE
 NE0553'WALK ALONG NORTH SIDE OF PARK, AT THE NORTHEAST CORNER OF
 NE0553'ELIZABETH PARK, 11.2 FEET SOUTHEAST OF A METAL LAMP POST, 1.8
 NE0553'FEET SOUTHWEST OF CENTER OF TOP OF SEA WALL, 25 1/2 FEET NORTHEAST
 NE0553'OF A CURVED CONCRETE WALK, IN THE TOP OF A MASS OF CONCRETE
 NE0553'BUILT ON TO BROKEN ROCKS FLUSH TO THE WEST SIDE OF SEA WALL
 NE0553'AND ABOUT LEVEL WITH TOP OF SEA WALL.  NOTE-- THE MASS OF CONCRETE
 NE0553'IS SEPARATED FROM THE SEA WALL AND DOES NOT APPEAR TO BE STABLE.
 NE0553'MARK SHOULD BE USED WITH CAUTION.
 NE0553
 NE0553                          STATION RECOVERY (1980)
 NE0553
 NE0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0553'NOT RECOVERED, CONSIDERED DESTROYED AS A DRILL HOLE WAS FOUND
 NE0553'IN THE LOCATION OF THE MARK.
 NE0553
 NE0553                          STATION RECOVERY (1983)
 NE0553
 NE0553'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0553'RECOVERED IN GOOD CONDITION.
 NE0553
 NE0553                          STATION RECOVERY (1987)
 NE0553
 NE0553'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0553'MARK NOT FOUND.
 NE0553
 NE0553                          STATION RECOVERY (1987)
 NE0553
 NE0553'RECOVERY NOTE BY US POWER SQUADRON 1987 (NWF)
 NE0553'MARK NOT FOUND.
 NE0553
 NE0553                          STATION RECOVERY (1988)
 NE0553
 NE0553'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0553'MARK NOT FOUND.
 NE0553
 NE0553                          STATION RECOVERY (1989)
 NE0553
 NE0553'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0553'MARK NOT FOUND.
 NE0553
 NE0553                          STATION RECOVERY (1999)
 NE0553
 NE0553'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0554 ***********************************************************************
 NE0554  DESIGNATION -  HL MON 113 USLS
 NE0554  PID         -  NE0554
 NE0554  STATE/COUNTY-  MI/WAYNE
 NE0554  USGS QUAD   -  WYANDOTTE (1981)
 NE0554
 NE0554                         *CURRENT SURVEY CONTROL
 NE0554  ___________________________________________________________________
 NE0554* NAD 83(1986)-  42 08 09.     (N)    083 10 36.     (W)     SCALED    
 NE0554* NAVD 88     -       175.739  (meters)     576.57   (feet)  ADJUSTED  
 NE0554  ___________________________________________________________________
 NE0554  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 NE0554  DYNAMIC HT  -         175.682 (meters)     576.38  (feet)  COMP
 NE0554  MODELED GRAV-     980,292.8   (mgal)                       NAVD 88
 NE0554
 NE0554  VERT ORDER  -  FIRST     CLASS 0
 NE0554
 NE0554.The horizontal coordinates were scaled from a topographic map and have
 NE0554.an estimated accuracy of +/- 6 seconds.
 NE0554
 NE0554.The orthometric height was determined by differential leveling
 NE0554.and adjusted by the National Geodetic Survey in June 1991..
 NE0554.WARNING-Repeat measurements at this control monument indicate possible
 NE0554.vertical movement.
 NE0554
 NE0554.The geoid height was determined by GEOID03.
 NE0554
 NE0554.The dynamic height is computed by dividing the NAVD 88
 NE0554.geopotential number by the normal gravity value computed on the
 NE0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0554.degrees latitude (g = 980.6199 gals.).
 NE0554
 NE0554.The modeled gravity was interpolated from observed gravity values.
 NE0554
 NE0554;                    North         East    Units  Estimated Accuracy
 NE0554;SPC MI S     -    71,320.    4,098,380.      MT  (+/- 180 meters Scaled)
 NE0554
 NE0554                          SUPERSEDED SURVEY CONTROL
 NE0554
 NE0554  NGVD 29 (??/??/??)  175.910  (m)          577.13   (f) ADJUSTED    1 0
 NE0554
 NE0554.Superseded values are not recommended for survey control.
 NE0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0554.See file dsdata.txt to determine how the superseded data were derived.
 NE0554
 NE0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201671(NAD 83)
 NE0554_MARKER: DR = REFERENCE MARK DISK
 NE0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0554_STAMPING: 113 1930
 NE0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0554+STABILITY: SURFACE MOTION
 NE0554
 NE0554  HISTORY     - Date     Condition        Report By
 NE0554  HISTORY     - 1930     MONUMENTED       USLS
 NE0554  HISTORY     - 1954     GOOD             NGS
 NE0554  HISTORY     - 1980     GOOD             NGS
 NE0554  HISTORY     - 1983     GOOD             USPSQD
 NE0554  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0554  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0554  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0554  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0554  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0554
 NE0554                          STATION DESCRIPTION
 NE0554
 NE0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0554'AT TRENTON.
 NE0554'AT TRENTON, ABOUT 0.25 MILE EAST ALONG SLOCUM STREET FROM THE
 NE0554'JUNCTION OF WEST JEFFERSON AVENUE, THENCE SOUTH ACROSS A BRIDGE
 NE0554'INTO ELIZABETH PARK, THENCE ABOUT 175 YARDS EAST ALONG A CONCRETE
 NE0554'WALK ALONG NORTH SIDE OF PARK, IN A SIDE WALK LEADING SOUTHEAST
 NE0554'ACROSS PARK, 102 FEET SOUTHEAST OF SOUTH END OF EAST IRON RAIL
 NE0554'OF A FOOT BRIDGE OVER A STREAM MARKING THE NORTH SIDE OF
 NE0554'ELIZABETH PARK, 86 FEET SOUTHEAST OF AN IRON LAMP POST AT
 NE0554'SOUTHEAST CORNER OF BRIDGE, 4.4 FEET SOUTHWEST OF NORTHEAST
 NE0554'EDGE OF WALK, 1.5 FEET NORTHEAST OF SOUTHWEST EDGE OF WALK, IN THE
 NE0554'TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN 8-INCH MAN HOLE
 NE0554'COVER WHICH IS SET IN SIDE WALK AND ABOUT 8 INCHES BELOW THE
 NE0554'LEVEL OF WALK.  TO REACH MARK FROM THE JUNCTION OF WEST JEFFERSON
 NE0554'AVENUE AND GROSSE ILE PARKWAY IN THE SOUTH PARK OF TRENTON GO
 NE0554'ABOUT 0.65 MILE NORTHEAST ALONG WEST JEFFERSON AVENUE, THENCE
 NE0554'ABOUT 0.25 MILE EAST ALONG SLOCUM STREET, THENCE SOUTH ACROSS
 NE0554'BRIDGE INTO ELIZABETH PARK, THENCE ABOUT 175 YARDS EAST ALONG
 NE0554'CONCRETE WALK ALONG NORTH EDGE OF PARK.
 NE0554
 NE0554                          STATION RECOVERY (1980)
 NE0554
 NE0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0554'RECOVERED IN GOOD CONDITION.
 NE0554
 NE0554                          STATION RECOVERY (1983)
 NE0554
 NE0554'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0554'RECOVERED IN GOOD CONDITION.
 NE0554
 NE0554                          STATION RECOVERY (1986)
 NE0554
 NE0554'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0554'MARK NOT FOUND.
 NE0554
 NE0554                          STATION RECOVERY (1987)
 NE0554
 NE0554'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0554'MARK NOT FOUND.
 NE0554
 NE0554                          STATION RECOVERY (1988)
 NE0554
 NE0554'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0554'MARK NOT FOUND.
 NE0554
 NE0554                          STATION RECOVERY (1989)
 NE0554
 NE0554'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0554'MARK NOT FOUND.
 NE0554
 NE0554                          STATION RECOVERY (1999)
 NE0554
 NE0554'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0551 ***********************************************************************
 NE0551  DESIGNATION -  HL MON 114 USLS
 NE0551  PID         -  NE0551
 NE0551  STATE/COUNTY-  MI/WAYNE
 NE0551  USGS QUAD   -  WYANDOTTE (1981)
 NE0551
 NE0551                         *CURRENT SURVEY CONTROL
 NE0551  ___________________________________________________________________
 NE0551* NAD 83(1986)-  42 07 55.     (N)    083 10 33.     (W)     SCALED    
 NE0551* NAVD 88     -       175.773  (meters)     576.68   (feet)  ADJUSTED  
 NE0551  ___________________________________________________________________
 NE0551  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 NE0551  DYNAMIC HT  -         175.715 (meters)     576.49  (feet)  COMP
 NE0551  MODELED GRAV-     980,292.1   (mgal)                       NAVD 88
 NE0551
 NE0551  VERT ORDER  -  FIRST     CLASS 0
 NE0551
 NE0551.The horizontal coordinates were scaled from a topographic map and have
 NE0551.an estimated accuracy of +/- 6 seconds.
 NE0551
 NE0551.The orthometric height was determined by differential leveling
 NE0551.and adjusted by the National Geodetic Survey in June 1991..
 NE0551
 NE0551.The geoid height was determined by GEOID03.
 NE0551
 NE0551.The dynamic height is computed by dividing the NAVD 88
 NE0551.geopotential number by the normal gravity value computed on the
 NE0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0551.degrees latitude (g = 980.6199 gals.).
 NE0551
 NE0551.The modeled gravity was interpolated from observed gravity values.
 NE0551
 NE0551;                    North         East    Units  Estimated Accuracy
 NE0551;SPC MI S     -    70,890.    4,098,450.      MT  (+/- 180 meters Scaled)
 NE0551
 NE0551                          SUPERSEDED SURVEY CONTROL
 NE0551
 NE0551  NGVD 29 (??/??/??)  175.946  (m)          577.25   (f) ADJUSTED    1 0
 NE0551
 NE0551.Superseded values are not recommended for survey control.
 NE0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0551.See file dsdata.txt to determine how the superseded data were derived.
 NE0551
 NE0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG201667(NAD 83)
 NE0551_MARKER: DR = REFERENCE MARK DISK
 NE0551_SETTING: 0 = UNSPECIFIED SETTING
 NE0551_STAMPING: 114 1930
 NE0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0551
 NE0551  HISTORY     - Date     Condition        Report By
 NE0551  HISTORY     - 1930     MONUMENTED       USLS
 NE0551  HISTORY     - 1954     GOOD             NGS
 NE0551  HISTORY     - 1980     GOOD             NGS
 NE0551  HISTORY     - 1983     GOOD             USPSQD
 NE0551  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0551  HISTORY     - 1987     GOOD             USPSQD
 NE0551  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0551  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0551  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0551
 NE0551                          STATION DESCRIPTION
 NE0551
 NE0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0551'AT TRENTON.
 NE0551'AT TRENTON, ABOUT 0.25 MILE EAST ALONG SLOCUM STREET FROM THE
 NE0551'JUNCTION OF WEST JEFFERSON AVENUE, THENCE SOUTH ACROSS A BRIDGE
 NE0551'INTO ELIZABETH PARK, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG
 NE0551'ELIZABETH PARK DRIVE, ON EAST SIDE OF ELIZABETH PARK, ON WEST
 NE0551'SIDE OF TRENTON CHANNEL OF DETROIT RIVER, ABOUT 75 YARDS EAST
 NE0551'OF CENTER LINE OF DRIVE, IN THE TOP AND 2.8 FEET SOUTHWEST
 NE0551'OF NORTHEAST CORNER OF CONCRETE WALL OF DOCK OF MOTOR BOAT
 NE0551'RIDES AND ABOUT 8 FEET BELOW LEVEL OF DRIVE.
 NE0551
 NE0551                          STATION RECOVERY (1980)
 NE0551
 NE0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0551'RECOVERED IN GOOD CONDITION.
 NE0551
 NE0551                          STATION RECOVERY (1983)
 NE0551
 NE0551'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0551'RECOVERED IN GOOD CONDITION.
 NE0551
 NE0551                          STATION RECOVERY (1987)
 NE0551
 NE0551'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0551'MARK NOT FOUND.
 NE0551
 NE0551                          STATION RECOVERY (1987)
 NE0551
 NE0551'RECOVERY NOTE BY US POWER SQUADRON 1987 (AL)
 NE0551'RECOVERED IN GOOD CONDITION.
 NE0551
 NE0551                          STATION RECOVERY (1988)
 NE0551
 NE0551'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0551'MARK NOT FOUND.
 NE0551
 NE0551                          STATION RECOVERY (1989)
 NE0551
 NE0551'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0551'MARK NOT FOUND.
 NE0551
 NE0551                          STATION RECOVERY (1999)
 NE0551
 NE0551'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0530 ***********************************************************************
 NE0530  DESIGNATION -  HL MON 115 USLS
 NE0530  PID         -  NE0530
 NE0530  STATE/COUNTY-  MI/WAYNE
 NE0530  USGS QUAD   -  WYANDOTTE (1981)
 NE0530
 NE0530                         *CURRENT SURVEY CONTROL
 NE0530  ___________________________________________________________________
 NE0530* NAD 83(1986)-  42 07 39.     (N)    083 10 38.     (W)     SCALED    
 NE0530* NAVD 88     -       180.523  (meters)     592.27   (feet)  ADJUSTED  
 NE0530  ___________________________________________________________________
 NE0530  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0530  DYNAMIC HT  -         180.464 (meters)     592.07  (feet)  COMP
 NE0530  MODELED GRAV-     980,291.4   (mgal)                       NAVD 88
 NE0530
 NE0530  VERT ORDER  -  FIRST     CLASS II
 NE0530
 NE0530.The horizontal coordinates were scaled from a topographic map and have
 NE0530.an estimated accuracy of +/- 6 seconds.
 NE0530
 NE0530.The orthometric height was determined by differential leveling
 NE0530.and adjusted by the National Geodetic Survey in June 1991..
 NE0530
 NE0530.The geoid height was determined by GEOID03.
 NE0530
 NE0530.The dynamic height is computed by dividing the NAVD 88
 NE0530.geopotential number by the normal gravity value computed on the
 NE0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0530.degrees latitude (g = 980.6199 gals.).
 NE0530
 NE0530.The modeled gravity was interpolated from observed gravity values.
 NE0530
 NE0530;                    North         East    Units  Estimated Accuracy
 NE0530;SPC MI S     -    70,400.    4,098,350.      MT  (+/- 180 meters Scaled)
 NE0530
 NE0530                          SUPERSEDED SURVEY CONTROL
 NE0530
 NE0530  NGVD 29 (??/??/92)  180.697  (m)          592.84   (f) ADJ UNCH    1 2
 NE0530
 NE0530.Superseded values are not recommended for survey control.
 NE0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0530.See file dsdata.txt to determine how the superseded data were derived.
 NE0530
 NE0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG200662(NAD 83)
 NE0530_MARKER: DD = SURVEY DISK
 NE0530_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0530_SP_SET: BRIDGE
 NE0530_STAMPING: 115 1930
 NE0530_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0530
 NE0530  HISTORY     - Date     Condition        Report By
 NE0530  HISTORY     - 1930     MONUMENTED       USLS
 NE0530  HISTORY     - 1954     GOOD             NGS
 NE0530  HISTORY     - 1955     GOOD             NGS
 NE0530  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0530  HISTORY     - 1988     GOOD             USPSQD
 NE0530  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0530
 NE0530                          STATION DESCRIPTION
 NE0530
 NE0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0530'0.4 MI E FROM TRENTON.
 NE0530'ABOUT 0.4 MILE EAST ALONG GROSSE ILE PARKWAY FROM ITS JUNCTION
 NE0530'WITH WEST JEFFERSON AVENUE IN THE SOUTH PART OF TRENTON, 65
 NE0530'YARDS EAST OF WEST END OF GROSSE ILE PARKWAY BRIDGE OVER TRENTON
 NE0530'CHANNEL, IN THE CENTER OF BRIDGE FLOOR DIRECTLY ABOVE THE
 NE0530'SECOND PIER EAST OF WEST END OF BRIDGE, UNDER AN 8-INCH IRON
 NE0530'MAN HOLE COVER AND ABOUT 3 INCHES BELOW BRIDGE FLOOR.
 NE0530'NOTE-- IT IS ON SECOND PIER FROM MAINLAND AND OF TRENTON-GROSSE
 NE0530'ILE PUBLIC BRIDGE.
 NE0530
 NE0530                          STATION RECOVERY (1955)
 NE0530
 NE0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 NE0530'RECOVERED IN GOOD CONDITION.
 NE0530
 NE0530                          STATION RECOVERY (1980)
 NE0530
 NE0530'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0530'NOT RECOVERED, CONSIDERED DESTROYED AS A NEW STEEL DECK HAS BEEN
 NE0530'PUT ON THE BRIDGE.
 NE0530
 NE0530                          STATION RECOVERY (1988)
 NE0530
 NE0530'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0530'RECOVERED IN GOOD CONDITION.
 NE0530
 NE0530                          STATION RECOVERY (1989)
 NE0530
 NE0530'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0578 ***********************************************************************
 OJ0578  DESIGNATION -  HL MON 116 USE
 OJ0578  PID         -  OJ0578
 OJ0578  STATE/COUNTY-  MI/SAGINAW
 OJ0578  USGS QUAD   -  SAGINAW (1973)
 OJ0578
 OJ0578                         *CURRENT SURVEY CONTROL
 OJ0578  ___________________________________________________________________
 OJ0578* NAD 83(1986)-  43 26 12.     (N)    083 56 24.     (W)     SCALED    
 OJ0578* NAVD 88     -       179.790  (meters)     589.86   (feet)  ADJUSTED  
 OJ0578  ___________________________________________________________________
 OJ0578  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OJ0578  DYNAMIC HT  -         179.752 (meters)     589.74  (feet)  COMP
 OJ0578  MODELED GRAV-     980,407.2   (mgal)                       NAVD 88
 OJ0578
 OJ0578  VERT ORDER  -  FIRST     CLASS 0
 OJ0578
 OJ0578.The horizontal coordinates were scaled from a topographic map and have
 OJ0578.an estimated accuracy of +/- 6 seconds.
 OJ0578
 OJ0578.The orthometric height was determined by differential leveling
 OJ0578.and adjusted by the National Geodetic Survey in June 1991..
 OJ0578
 OJ0578.The geoid height was determined by GEOID03.
 OJ0578
 OJ0578.The dynamic height is computed by dividing the NAVD 88
 OJ0578.geopotential number by the normal gravity value computed on the
 OJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0578.degrees latitude (g = 980.6199 gals.).
 OJ0578
 OJ0578.The modeled gravity was interpolated from observed gravity values.
 OJ0578
 OJ0578;                    North         East    Units  Estimated Accuracy
 OJ0578;SPC MI S     -   215,210.    4,034,540.      MT  (+/- 180 meters Scaled)
 OJ0578
 OJ0578                          SUPERSEDED SURVEY CONTROL
 OJ0578
 OJ0578  NGVD 29 (??/??/92)  179.935  (m)          590.34   (f) ADJ UNCH    1 0
 OJ0578
 OJ0578.Superseded values are not recommended for survey control.
 OJ0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0578.See file dsdata.txt to determine how the superseded data were derived.
 OJ0578
 OJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ620135(NAD 83)
 OJ0578_MARKER: DD = SURVEY DISK
 OJ0578_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0578_SP_SET: ABUTMENT
 OJ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0578
 OJ0578  HISTORY     - Date     Condition        Report By
 OJ0578  HISTORY     - 1937     MONUMENTED       USE
 OJ0578  HISTORY     - 1976     GOOD             NOS
 OJ0578  HISTORY     - 19940508 GOOD             USPSQD
 OJ0578  HISTORY     - 20011128 GOOD             NGS
 OJ0578
 OJ0578                          STATION DESCRIPTION
 OJ0578
 OJ0578'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0578'IN SAGINAW.
 OJ0578'ON THE EAST SIDE OF THE SAGINAW RIVER, AT THE NORTHEAST ABUTMENT OF
 OJ0578'THE JOHNSON ST. BRIDGE, 11.0 FT. NORTH OF NORTH SIDE OF BRIDGE, 1.4
 OJ0578'FT. WEST OF EAST FACE OF ABUTMENT, BEING HIGHEST POINT OVER CROSS AT
 OJ0578'CENTER OF BRONZE DISK MARKING HARBOR LINE REFERENCE POINT 116 SET
 OJ0578'INTO THE CONCRETE.
 OJ0578
 OJ0578                          STATION RECOVERY (1994)
 OJ0578
 OJ0578'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0578'RECOVERED IN GOOD CONDITION.
 OJ0578
 OJ0578                          STATION RECOVERY (2001)
 OJ0578
 OJ0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0578'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0582 ***********************************************************************
 OJ0582  DESIGNATION -  HL MON 120 USE
 OJ0582  PID         -  OJ0582
 OJ0582  STATE/COUNTY-  MI/SAGINAW
 OJ0582  USGS QUAD   -  SAGINAW (1973)
 OJ0582
 OJ0582                         *CURRENT SURVEY CONTROL
 OJ0582  ___________________________________________________________________
 OJ0582* NAD 83(1986)-  43 25 42.     (N)    083 56 30.     (W)     SCALED    
 OJ0582* NAVD 88     -       181.222  (meters)     594.56   (feet)  ADJUSTED  
 OJ0582  ___________________________________________________________________
 OJ0582  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OJ0582  DYNAMIC HT  -         181.184 (meters)     594.43  (feet)  COMP
 OJ0582  MODELED GRAV-     980,406.5   (mgal)                       NAVD 88
 OJ0582
 OJ0582  VERT ORDER  -  FIRST     CLASS 0
 OJ0582
 OJ0582.The horizontal coordinates were scaled from a topographic map and have
 OJ0582.an estimated accuracy of +/- 6 seconds.
 OJ0582
 OJ0582.The orthometric height was determined by differential leveling
 OJ0582.and adjusted by the National Geodetic Survey in June 1991..
 OJ0582
 OJ0582.The geoid height was determined by GEOID03.
 OJ0582
 OJ0582.The dynamic height is computed by dividing the NAVD 88
 OJ0582.geopotential number by the normal gravity value computed on the
 OJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0582.degrees latitude (g = 980.6199 gals.).
 OJ0582
 OJ0582.The modeled gravity was interpolated from observed gravity values.
 OJ0582
 OJ0582;                    North         East    Units  Estimated Accuracy
 OJ0582;SPC MI S     -   214,290.    4,034,410.      MT  (+/- 180 meters Scaled)
 OJ0582
 OJ0582                          SUPERSEDED SURVEY CONTROL
 OJ0582
 OJ0582  NGVD 29 (??/??/92)  181.367  (m)          595.03   (f) ADJ UNCH    1 0
 OJ0582
 OJ0582.Superseded values are not recommended for survey control.
 OJ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0582.See file dsdata.txt to determine how the superseded data were derived.
 OJ0582
 OJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ618125(NAD 83)
 OJ0582_MARKER: DD = SURVEY DISK
 OJ0582_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0582_SP_SET: ABUTMENT
 OJ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0582
 OJ0582  HISTORY     - Date     Condition        Report By
 OJ0582  HISTORY     - 1937     MONUMENTED       USE
 OJ0582  HISTORY     - 1976     GOOD             NOS
 OJ0582  HISTORY     - 19940508 MARK NOT FOUND   USPSQD
 OJ0582  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OJ0582
 OJ0582                          STATION DESCRIPTION
 OJ0582
 OJ0582'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0582'IN SAGINAW.
 OJ0582'0.55 MILE NORTH OF THE POST OFFICE, ON THE EAST SIDE OF THE SAGINAW
 OJ0582'RIVER, AT THE FOOT OF THOMPSON ST., ON TOP OF STONE ABUTMENT OF
 OJ0582'FORMER GRAND TRUNK WESTERN RAILROAD BRIDGE THE SPANS OF WHICH HAVE
 OJ0582'BEEN REMOVED, 2.7 FT. SOUTH OF NORTH FACE AND 1.7 FT. EAST OF WEST
 OJ0582'FACE OF ABUTMENT, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0582'DISK MARKING HARBOR LINE REFERENCE POINT 120 SET INTO THE STONE.
 OJ0582
 OJ0582                          STATION RECOVERY (1994)
 OJ0582
 OJ0582'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0582'MARK NOT FOUND.
 OJ0582
 OJ0582                          STATION RECOVERY (2001)
 OJ0582
 OJ0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0582'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0545 ***********************************************************************
 NE0545  DESIGNATION -  HL MON 16 GI
 NE0545  PID         -  NE0545
 NE0545  STATE/COUNTY-  MI/WAYNE
 NE0545  USGS QUAD   -  ROCKWOOD (1981)
 NE0545
 NE0545                         *CURRENT SURVEY CONTROL
 NE0545  ___________________________________________________________________
 NE0545* NAD 83(1986)-  42 06 29.     (N)    083 10 20.     (W)     SCALED    
 NE0545* NAVD 88     -       179.046  (meters)     587.42   (feet)  ADJUSTED  
 NE0545  ___________________________________________________________________
 NE0545  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0545  DYNAMIC HT  -         178.987 (meters)     587.23  (feet)  COMP
 NE0545  MODELED GRAV-     980,288.2   (mgal)                       NAVD 88
 NE0545
 NE0545  VERT ORDER  -  FIRST     CLASS 0
 NE0545
 NE0545.The horizontal coordinates were scaled from a topographic map and have
 NE0545.an estimated accuracy of +/- 6 seconds.
 NE0545
 NE0545.The orthometric height was determined by differential leveling
 NE0545.and adjusted by the National Geodetic Survey in June 1991..
 NE0545
 NE0545.The geoid height was determined by GEOID03.
 NE0545
 NE0545.The dynamic height is computed by dividing the NAVD 88
 NE0545.geopotential number by the normal gravity value computed on the
 NE0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0545.degrees latitude (g = 980.6199 gals.).
 NE0545
 NE0545.The modeled gravity was interpolated from observed gravity values.
 NE0545
 NE0545;                    North         East    Units  Estimated Accuracy
 NE0545;SPC MI S     -    68,240.    4,098,790.      MT  (+/- 180 meters Scaled)
 NE0545
 NE0545                          SUPERSEDED SURVEY CONTROL
 NE0545
 NE0545  NGVD 29 (??/??/92)  179.220  (m)          587.99   (f) ADJ UNCH    1 0
 NE0545
 NE0545.Superseded values are not recommended for survey control.
 NE0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0545.See file dsdata.txt to determine how the superseded data were derived.
 NE0545
 NE0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG204640(NAD 83)
 NE0545_MARKER: Z = SEE DESCRIPTION
 NE0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0545_SP_SET: CONCRETE MONUMENT
 NE0545_STAMPING: NO. 16 GI
 NE0545_MARK LOGO: USLS  
 NE0545_PROJECTION: FLUSH
 NE0545_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0545+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1998
 NE0545
 NE0545  HISTORY     - Date     Condition        Report By
 NE0545  HISTORY     - 1932     MONUMENTED       USLS
 NE0545  HISTORY     - 1970     GOOD             USLS
 NE0545  HISTORY     - 19980319 GOOD             OHM
 NE0545  HISTORY     - 19991023 MARK NOT FOUND   USPSQD
 NE0545
 NE0545                          STATION DESCRIPTION
 NE0545
 NE0545'DESCRIBED BY US LAKE SURVEY 1970
 NE0545'IN GROSSE ILE.
 NE0545'HL MON 16 GI IS IN LOWER PART OF THE DETROIT RIVER, ON THE
 NE0545'SOUTHWEST SIDE OF GROSSE ILE, WAYNE COUNTY, MICHIGAN, ABOUT
 NE0545'1-1/2 MILES SOUTH OF GROSSE ILE PARKWAY, AT THE SOUTHWEST
 NE0545'CORNER OF GROH ROAD AND SOUTH POINTE ROAD, JUST OUTSIDE THE
 NE0545'ROADWAY, UNDER 8-INCH HAND HOLE COVER, IN A WELL IN A 4 FOOT
 NE0545'SQUARE CONCRETE SLAB, BEING HIGHEST POINT OVER CENTER OF BRONZE
 NE0545'DISC SET INTO A CONCRETE HARBOR LINE MONUMENT.  NOTE-- PREV.
 NE0545'DESIG. BM H L MON 16 GI 1932
 NE0545
 NE0545                          STATION RECOVERY (1998)
 NE0545
 NE0545'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (SM)
 NE0545'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS IN THE
 NE0545'SOUTHWEST QUADRANT OF THE INTERSECTION OF GROH ROAD AND SOUTH POINTE
 NE0545'ROAD ON GROSSE ILE.  IT IS 8.480 M (27.821 FT) WEST OF THE CENTER LINE
 NE0545'OF SOUTH POINTE ROAD, 6.990 M (22.933 FT) SOUTH OF THE CENTER LINE OF
 NE0545'GROH ROAD, 14.839 M (48.684 FT) SOUTH OF A PK NAIL IN POWER POLE,
 NE0545'29.830 M (97.867 FT) NORTHWEST OF THE TOP BOLT ON A FIRE HYDRANT, AND
 NE0545'21.615 M (70.915 FT) NORTH OF A PK NAIL IN A POWER POLE.
 NE0545
 NE0545                          STATION RECOVERY (1999)
 NE0545
 NE0545'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0545'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0534 ***********************************************************************
 OJ0534  DESIGNATION -  HL MON 16 USE
 OJ0534  PID         -  OJ0534
 OJ0534  STATE/COUNTY-  MI/BAY
 OJ0534  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0534
 OJ0534                         *CURRENT SURVEY CONTROL
 OJ0534  ___________________________________________________________________
 OJ0534* NAD 83(1986)-  43 36 48.     (N)    083 51 24.     (W)     SCALED    
 OJ0534* NAVD 88     -       179.965  (meters)     590.44   (feet)  ADJUSTED  
 OJ0534  ___________________________________________________________________
 OJ0534  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0534  DYNAMIC HT  -         179.929 (meters)     590.32  (feet)  COMP
 OJ0534  MODELED GRAV-     980,420.3   (mgal)                       NAVD 88
 OJ0534
 OJ0534  VERT ORDER  -  FIRST     CLASS 0
 OJ0534
 OJ0534.The horizontal coordinates were scaled from a topographic map and have
 OJ0534.an estimated accuracy of +/- 6 seconds.
 OJ0534
 OJ0534.The orthometric height was determined by differential leveling
 OJ0534.and adjusted by the National Geodetic Survey in June 1991..
 OJ0534
 OJ0534.The geoid height was determined by GEOID03.
 OJ0534
 OJ0534.The dynamic height is computed by dividing the NAVD 88
 OJ0534.geopotential number by the normal gravity value computed on the
 OJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0534.degrees latitude (g = 980.6199 gals.).
 OJ0534
 OJ0534.The modeled gravity was interpolated from observed gravity values.
 OJ0534
 OJ0534;                    North         East    Units  Estimated Accuracy
 OJ0534;SPC MI S     -   234,880.    4,041,170.      MT  (+/- 180 meters Scaled)
 OJ0534
 OJ0534                          SUPERSEDED SURVEY CONTROL
 OJ0534
 OJ0534  NGVD 29 (??/??/92)  180.104  (m)          590.89   (f) ADJ UNCH    1 0
 OJ0534
 OJ0534.Superseded values are not recommended for survey control.
 OJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0534.See file dsdata.txt to determine how the superseded data were derived.
 OJ0534
 OJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ694328(NAD 83)
 OJ0534_MARKER: DD = SURVEY DISK
 OJ0534_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 OJ0534_SP_SET: UNSPECIFIED ROCK
 OJ0534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0534
 OJ0534  HISTORY     - Date     Condition        Report By
 OJ0534  HISTORY     - 1937     MONUMENTED       USE
 OJ0534  HISTORY     - 1976     GOOD             NOS
 OJ0534  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0534  HISTORY     - 19970419 GOOD             USPSQD
 OJ0534
 OJ0534                          STATION DESCRIPTION
 OJ0534
 OJ0534'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0534'IN BAY.
 OJ0534'ON THE SOUTHEAST ABUTMENT OF THE DETROIT AND MACKINAC RAILWAY BRIDGE
 OJ0534'OVER THE SAGINAW RIVER, ON UPPERMOST CUT STONE, 4.9 FT. SOUTH OF NORTH
 OJ0534'FACE AND 2.2 FT. EAST OF WEST AND RIVER FACE, BEING HIGHEST POINT OVER
 OJ0534'CROSS AT CENTER OF BRONZE DISK MARKING HARBOR LINE REFERENCE POINT
 OJ0534'SET INTO THE STONE.
 OJ0534
 OJ0534                          STATION RECOVERY (1983)
 OJ0534
 OJ0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0534'MARK NOT FOUND.
 OJ0534
 OJ0534                          STATION RECOVERY (1997)
 OJ0534
 OJ0534'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0534'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0537 ***********************************************************************
 OJ0537  DESIGNATION -  HL MON 20 USE
 OJ0537  PID         -  OJ0537
 OJ0537  STATE/COUNTY-  MI/BAY
 OJ0537  USGS QUAD   -  BAY CITY (1973)
 OJ0537
 OJ0537                         *CURRENT SURVEY CONTROL
 OJ0537  ___________________________________________________________________
 OJ0537* NAD 83(1986)-  43 36 48.     (N)    083 52 30.     (W)     SCALED    
 OJ0537* NAVD 88     -       180.440  (meters)     591.99   (feet)  ADJUSTED  
 OJ0537  ___________________________________________________________________
 OJ0537  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0537  DYNAMIC HT  -         180.405 (meters)     591.88  (feet)  COMP
 OJ0537  MODELED GRAV-     980,420.5   (mgal)                       NAVD 88
 OJ0537
 OJ0537  VERT ORDER  -  FIRST     CLASS 0
 OJ0537
 OJ0537.The horizontal coordinates were scaled from a topographic map and have
 OJ0537.an estimated accuracy of +/- 6 seconds.
 OJ0537
 OJ0537.The orthometric height was determined by differential leveling
 OJ0537.and adjusted by the National Geodetic Survey in June 1991..
 OJ0537
 OJ0537.The geoid height was determined by GEOID03.
 OJ0537
 OJ0537.The dynamic height is computed by dividing the NAVD 88
 OJ0537.geopotential number by the normal gravity value computed on the
 OJ0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0537.degrees latitude (g = 980.6199 gals.).
 OJ0537
 OJ0537.The modeled gravity was interpolated from observed gravity values.
 OJ0537
 OJ0537;                    North         East    Units  Estimated Accuracy
 OJ0537;SPC MI S     -   234,870.    4,039,690.      MT  (+/- 180 meters Scaled)
 OJ0537
 OJ0537                          SUPERSEDED SURVEY CONTROL
 OJ0537
 OJ0537  NGVD 29 (??/??/92)  180.579  (m)          592.45   (f) ADJ UNCH    1 0
 OJ0537
 OJ0537.Superseded values are not recommended for survey control.
 OJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0537.See file dsdata.txt to determine how the superseded data were derived.
 OJ0537
 OJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ680329(NAD 83)
 OJ0537_MARKER: DD = SURVEY DISK
 OJ0537_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0537_SP_SET: ABUTMENT
 OJ0537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0537
 OJ0537  HISTORY     - Date     Condition        Report By
 OJ0537  HISTORY     - 1937     MONUMENTED       USE
 OJ0537  HISTORY     - 1976     GOOD             NOS
 OJ0537
 OJ0537                          STATION DESCRIPTION
 OJ0537
 OJ0537'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0537'IN BAY.
 OJ0537'ON TOP OF THE SOUTHEASTERLY ABUTMENT OF THE BELINDA ST. BRIDGE OVER
 OJ0537'THE SAGINAW RIVER, 2.1 FT. SOUTHERLY FROM THE NORTH AND RIVER FACE,
 OJ0537'AND 1.6 FT. EASTERLY FROM DOWNSTREAM SIDE OF BRIDGE, BEING HIGHEST
 OJ0537'POINT OVER CROSS AT CENTER OF BRONZE DISK MARKING HARBOR LINE
 OJ0537'REFERENCE POINT 20, SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0635 ***********************************************************************
 NE0635  DESIGNATION -  HL MON 24 USLS
 NE0635  PID         -  NE0635
 NE0635  STATE/COUNTY-  MI/WAYNE
 NE0635  USGS QUAD   -  DETROIT (1980)
 NE0635
 NE0635                         *CURRENT SURVEY CONTROL
 NE0635  ___________________________________________________________________
 NE0635* NAD 83(1986)-  42 20 41.     (N)    083 00 27.     (W)     SCALED    
 NE0635* NAVD 88     -       183.101  (meters)     600.72   (feet)  ADJUSTED  
 NE0635  ___________________________________________________________________
 NE0635  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0635  DYNAMIC HT  -         183.047 (meters)     600.55  (feet)  COMP
 NE0635  MODELED GRAV-     980,324.2   (mgal)                       NAVD 88
 NE0635
 NE0635  VERT ORDER  -  FIRST     CLASS 0
 NE0635
 NE0635.The horizontal coordinates were scaled from a topographic map and have
 NE0635.an estimated accuracy of +/- 6 seconds.
 NE0635
 NE0635.The orthometric height was determined by differential leveling
 NE0635.and adjusted by the National Geodetic Survey in June 1991..
 NE0635
 NE0635.The geoid height was determined by GEOID03.
 NE0635
 NE0635.The dynamic height is computed by dividing the NAVD 88
 NE0635.geopotential number by the normal gravity value computed on the
 NE0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0635.degrees latitude (g = 980.6199 gals.).
 NE0635
 NE0635.The modeled gravity was interpolated from observed gravity values.
 NE0635
 NE0635;                    North         East    Units  Estimated Accuracy
 NE0635;SPC MI S     -    94,730.    4,111,990.      MT  (+/- 180 meters Scaled)
 NE0635
 NE0635                          SUPERSEDED SURVEY CONTROL
 NE0635
 NE0635  NGVD 29 (??/??/92)  183.269  (m)          601.27   (f) ADJ UNCH    1 0
 NE0635
 NE0635.Superseded values are not recommended for survey control.
 NE0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0635.See file dsdata.txt to determine how the superseded data were derived.
 NE0635
 NE0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG346900(NAD 83)
 NE0635_MARKER: DD = SURVEY DISK
 NE0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0635_SP_SET: CONCRETE MONUMENT
 NE0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0635
 NE0635  HISTORY     - Date     Condition        Report By
 NE0635  HISTORY     - 1932     MONUMENTED       USLS
 NE0635  HISTORY     - 1970     GOOD             USLS
 NE0635  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0635
 NE0635                          STATION DESCRIPTION
 NE0635
 NE0635'DESCRIBED BY US LAKE SURVEY 1970
 NE0635'IN DETROIT.
 NE0635'HL MON 24 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0635'IN LINE WITH CENTERLINE OF BEAUFAIT AVENUE EXTENDED, IN SIDEWALK
 NE0635'ON THE SOUTH SIDE OF JEFFERSON AVENUE, UNDER 8-INCH HAND HOLE
 NE0635'COVER, IN A WELL, BEING HIGHEST POINT AT CENTER OF BRONZE DISC
 NE0635'SET INTO THE CONCRETE HARBOR LINE MONUMENT.  NOTE-- PREV. DESIG
 NE0635'BM HL MON 24 1932.
 NE0635
 NE0635                          STATION RECOVERY (1980)
 NE0635
 NE0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0635'NOT RECOVERED, APPEARS THAT A NEW SIDEWALK HAS BEEN PUT IN AS NO
 NE0635'8-INCH MAN HOLE COVER COULD BE SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0546 ***********************************************************************
 NE0546  DESIGNATION -  HL MON 26 GI
 NE0546  PID         -  NE0546
 NE0546  STATE/COUNTY-  MI/WAYNE
 NE0546  USGS QUAD   -  WYANDOTTE (1981)
 NE0546
 NE0546                         *CURRENT SURVEY CONTROL
 NE0546  ___________________________________________________________________
 NE0546* NAD 83(1986)-  42 08 09.     (N)    083 08 17.     (W)     SCALED    
 NE0546* NAVD 88     -       180.663  (meters)     592.73   (feet)  ADJUSTED  
 NE0546  ___________________________________________________________________
 NE0546  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0546  DYNAMIC HT  -         180.604 (meters)     592.53  (feet)  COMP
 NE0546  MODELED GRAV-     980,292.7   (mgal)                       NAVD 88
 NE0546
 NE0546  VERT ORDER  -  FIRST     CLASS 0
 NE0546
 NE0546.The horizontal coordinates were scaled from a topographic map and have
 NE0546.an estimated accuracy of +/- 6 seconds.
 NE0546
 NE0546.The orthometric height was determined by differential leveling
 NE0546.and adjusted by the National Geodetic Survey in June 1991..
 NE0546
 NE0546.The geoid height was determined by GEOID03.
 NE0546
 NE0546.The dynamic height is computed by dividing the NAVD 88
 NE0546.geopotential number by the normal gravity value computed on the
 NE0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0546.degrees latitude (g = 980.6199 gals.).
 NE0546
 NE0546.The modeled gravity was interpolated from observed gravity values.
 NE0546
 NE0546;                    North         East    Units  Estimated Accuracy
 NE0546;SPC MI S     -    71,370.    4,101,570.      MT  (+/- 180 meters Scaled)
 NE0546
 NE0546                          SUPERSEDED SURVEY CONTROL
 NE0546
 NE0546  NGVD 29 (??/??/92)  180.840  (m)          593.31   (f) ADJ UNCH    1 0
 NE0546
 NE0546.Superseded values are not recommended for survey control.
 NE0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0546.See file dsdata.txt to determine how the superseded data were derived.
 NE0546
 NE0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG233670(NAD 83)
 NE0546_MARKER: DD = SURVEY DISK
 NE0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0546_STAMPING: 26 GI 1930
 NE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0546+STABILITY: SURFACE MOTION
 NE0546
 NE0546  HISTORY     - Date     Condition        Report By
 NE0546  HISTORY     - 1930     MONUMENTED       USLS
 NE0546  HISTORY     - 1954     GOOD             NGS
 NE0546  HISTORY     - 1983     GOOD             USPSQD
 NE0546  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0546  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0546  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0546  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0546
 NE0546                          STATION DESCRIPTION
 NE0546
 NE0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0546'3 MI E FROM TRENTON.
 NE0546'ABOUT 2.3 MILES EAST ALONG GROSSE ILE PARKWAY FROM JUNCTION
 NE0546'OF WEST JEFFERSON AVENUE IN THE SOUTH PART OF TRENTON, THENCE
 NE0546'ABOUT 0.7 MILE NORTH ALONG EAST RIVER ROAD, ON THE EAST SIDE OF
 NE0546'GROSSE ILE, ACROSS RIVER ROAD FROM GROSSE ILE SCHOOL, 222 FEET
 NE0546'SOUTH OF CENTER OF JUNCTION OF EAST RIVER ROAD AND FERRY ROAD
 NE0546'LEADING WEST, 11 FEET EAST OF CENTER LINE OF EAST RIVER ROAD,
 NE0546'2 FEET NORTH OF THE EXTENDED LINE OF SOUTH FACE OF THE OLD
 NE0546'GABLED GROSSE ILE SCHOOL BUILDING, 7 FEET WEST OF CENTER OF A
 NE0546'PEDESTRIAN GAP IN A WOODEN GUARD RAIL ALONG ROAD, 66 1/2 FEET
 NE0546'SOUTHEAST AND ACROSS EAST RIVER ROAD FROM A FIRE HYDRANT, 22 1/2
 NE0546'FEET SOUTHWEST OF TELEPHONE CABLE POLE NO. MBT 14, SET IN THE
 NE0546'TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN 8-INCH
 NE0546'IRON MAN HOLE COVER WHICH IS SET IN A 3-BY 3-FOOT CONCRETE
 NE0546'SLAB SET OVER MARK, AND ABOUT 3 INCHES BELOW SURFACE OF MANHOLE
 NE0546'COVER.
 NE0546
 NE0546                          STATION RECOVERY (1983)
 NE0546
 NE0546'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0546'RECOVERED IN GOOD CONDITION.
 NE0546
 NE0546                          STATION RECOVERY (1986)
 NE0546
 NE0546'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0546'MARK NOT FOUND.
 NE0546
 NE0546                          STATION RECOVERY (1987)
 NE0546
 NE0546'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0546'MARK NOT FOUND.
 NE0546
 NE0546                          STATION RECOVERY (1988)
 NE0546
 NE0546'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0546'MARK NOT FOUND.
 NE0546
 NE0546                          STATION RECOVERY (1989)
 NE0546
 NE0546'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0539 ***********************************************************************
 OJ0539  DESIGNATION -  HL MON 26 USE
 OJ0539  PID         -  OJ0539
 OJ0539  STATE/COUNTY-  MI/BAY
 OJ0539  USGS QUAD   -  BAY CITY (1973)
 OJ0539
 OJ0539                         *CURRENT SURVEY CONTROL
 OJ0539  ___________________________________________________________________
 OJ0539* NAD 83(1986)-  43 36 18.     (N)    083 53 24.     (W)     SCALED    
 OJ0539* NAVD 88     -       180.480  (meters)     592.12   (feet)  ADJUSTED  
 OJ0539  ___________________________________________________________________
 OJ0539  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OJ0539  DYNAMIC HT  -         180.444 (meters)     592.01  (feet)  COMP
 OJ0539  MODELED GRAV-     980,420.3   (mgal)                       NAVD 88
 OJ0539
 OJ0539  VERT ORDER  -  FIRST     CLASS 0
 OJ0539
 OJ0539.The horizontal coordinates were scaled from a topographic map and have
 OJ0539.an estimated accuracy of +/- 6 seconds.
 OJ0539
 OJ0539.The orthometric height was determined by differential leveling
 OJ0539.and adjusted by the National Geodetic Survey in June 1991..
 OJ0539
 OJ0539.The geoid height was determined by GEOID03.
 OJ0539
 OJ0539.The dynamic height is computed by dividing the NAVD 88
 OJ0539.geopotential number by the normal gravity value computed on the
 OJ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0539.degrees latitude (g = 980.6199 gals.).
 OJ0539
 OJ0539.The modeled gravity was interpolated from observed gravity values.
 OJ0539
 OJ0539;                    North         East    Units  Estimated Accuracy
 OJ0539;SPC MI S     -   233,940.    4,038,480.      MT  (+/- 180 meters Scaled)
 OJ0539
 OJ0539                          SUPERSEDED SURVEY CONTROL
 OJ0539
 OJ0539  NGVD 29 (??/??/92)  180.619  (m)          592.58   (f) ADJ UNCH    1 0
 OJ0539
 OJ0539.Superseded values are not recommended for survey control.
 OJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0539.See file dsdata.txt to determine how the superseded data were derived.
 OJ0539
 OJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ667320(NAD 83)
 OJ0539_MARKER: DD = SURVEY DISK
 OJ0539_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 OJ0539_SP_SET: RETAINING WALL
 OJ0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0539
 OJ0539  HISTORY     - Date     Condition        Report By
 OJ0539  HISTORY     - 1937     MONUMENTED       USE
 OJ0539  HISTORY     - 1976     GOOD             NOS
 OJ0539
 OJ0539                          STATION DESCRIPTION
 OJ0539
 OJ0539'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0539'IN BAY.
 OJ0539'ON THE EASTERLY SIDE OF THE RIVER ON TOP OF A CONCRETE RETAINING WALL
 OJ0539'NEAR DOWNSTREAM SIDE OF THE PENN CENTRAL RAILROAD BRIDGE, 12.6 FT.
 OJ0539'EAST FROM EAST END OF BRIDGE, 0.7 FT. SOUTH FROM DOWNSTREAM FACE OF
 OJ0539'WALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK MARKING
 OJ0539'HARBOR LINE REFERENCE POINT 26, SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0547 ***********************************************************************
 NE0547  DESIGNATION -  HL MON 27 GI
 NE0547  PID         -  NE0547
 NE0547  STATE/COUNTY-  MI/WAYNE
 NE0547  USGS QUAD   -  WYANDOTTE (1981)
 NE0547
 NE0547                         *CURRENT SURVEY CONTROL
 NE0547  ___________________________________________________________________
 NE0547* NAD 83(1986)-  42 08 18.     (N)    083 08 17.     (W)     SCALED    
 NE0547* NAVD 88     -       177.440  (meters)     582.15   (feet)  ADJUSTED  
 NE0547  ___________________________________________________________________
 NE0547  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0547  DYNAMIC HT  -         177.383 (meters)     581.96  (feet)  COMP
 NE0547  MODELED GRAV-     980,293.1   (mgal)                       NAVD 88
 NE0547
 NE0547  VERT ORDER  -  FIRST     CLASS 0
 NE0547
 NE0547.The horizontal coordinates were scaled from a topographic map and have
 NE0547.an estimated accuracy of +/- 6 seconds.
 NE0547
 NE0547.The orthometric height was determined by differential leveling
 NE0547.and adjusted by the National Geodetic Survey in June 1991..
 NE0547.WARNING-Repeat measurements at this control monument indicate possible
 NE0547.vertical movement.
 NE0547
 NE0547.The geoid height was determined by GEOID03.
 NE0547
 NE0547.The dynamic height is computed by dividing the NAVD 88
 NE0547.geopotential number by the normal gravity value computed on the
 NE0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0547.degrees latitude (g = 980.6199 gals.).
 NE0547
 NE0547.The modeled gravity was interpolated from observed gravity values.
 NE0547
 NE0547;                    North         East    Units  Estimated Accuracy
 NE0547;SPC MI S     -    71,650.    4,101,570.      MT  (+/- 180 meters Scaled)
 NE0547
 NE0547                          SUPERSEDED SURVEY CONTROL
 NE0547
 NE0547  NGVD 29 (??/??/92)  177.617  (m)          582.73   (f) ADJ UNCH    1 0
 NE0547
 NE0547.Superseded values are not recommended for survey control.
 NE0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0547.See file dsdata.txt to determine how the superseded data were derived.
 NE0547
 NE0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG233673(NAD 83)
 NE0547_MARKER: DD = SURVEY DISK
 NE0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0547_STAMPING: 27 GI 1930
 NE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0547+STABILITY: SURFACE MOTION
 NE0547
 NE0547  HISTORY     - Date     Condition        Report By
 NE0547  HISTORY     - 1930     MONUMENTED       USLS
 NE0547  HISTORY     - 1954     GOOD             NGS
 NE0547  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0547  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0547  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0547  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0547
 NE0547                          STATION DESCRIPTION
 NE0547
 NE0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0547'3.2 MI E FROM TRENTON.
 NE0547'ABOUT 2.3 MILES EAST ALONG GROSSE ILE PARKWAY FROM THE JUNCTION
 NE0547'OF WEST JEFFERSON AVENUE IN THE SOUTH PART OF TRENTON, THENCE
 NE0547'ABOUT 0.9 MILE NORTH ALONG EAST RIVER ROAD, ON THE EAST SIDE
 NE0547'OF GROSSE ILE, ABOUT 0.2 MILE NORTH OF GROSSE ILE SCHOOL, 451
 NE0547'FEET NORTH OF CENTER OF JUNCTION OF EAST RIVER ROAD AND FERRY
 NE0547'ROAD LEADING WEST, 10 FEET EAST OF CENTER LINE OF EAST RIVER
 NE0547'ROAD, 30 1/2 FEET SOUTHEAST OF CENTER OF JUNCTION OF A DRIVE
 NE0547'WEST TO A 1-STORY HOUSE, 117 FEET NORTH-NORTHEAST OF CENTER
 NE0547'OF JUNCTION OF A CONCRETE DRIVE WEST TO A 1 1/2-STORY HOUSE,
 NE0547'15.2 FEET WEST OF A WHITE WOODEN WITNESS POST, IN THE TOP
 NE0547'OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN 8-INCH IRON
 NE0547'MAN HOLE COVER WHICH IS SET IN A 3-FOOT CONCRETE SLAB DIRECTLY
 NE0547'OVER MARK AND ABOUT 3 INCHES BELOW MAN HOLE COVER.
 NE0547
 NE0547                          STATION RECOVERY (1983)
 NE0547
 NE0547'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0547'MARK NOT FOUND.
 NE0547
 NE0547                          STATION RECOVERY (1986)
 NE0547
 NE0547'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0547'MARK NOT FOUND.
 NE0547
 NE0547                          STATION RECOVERY (1988)
 NE0547
 NE0547'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0547'MARK NOT FOUND.
 NE0547
 NE0547                          STATION RECOVERY (1989)
 NE0547
 NE0547'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0884 ***********************************************************************
 NE0884  CBN         -  This is a Cooperative Base Network Control Station.
 NE0884  DESIGNATION -  HL MON 29
 NE0884  PID         -  NE0884
 NE0884  STATE/COUNTY-  MI/WAYNE
 NE0884  USGS QUAD   -  DETROIT (1980)
 NE0884
 NE0884                         *CURRENT SURVEY CONTROL
 NE0884  ___________________________________________________________________
 NE0884* NAD 83(1994)-  42 20 07.27541(N)    083 01 00.80645(W)     ADJUSTED  
 NE0884* NAVD 88     -       176.786  (meters)     580.01   (feet)  ADJUSTED  
 NE0884  ___________________________________________________________________
 NE0884  X           -     574,097.288 (meters)                     COMP
 NE0884  Y           -  -4,687,069.798 (meters)                     COMP
 NE0884  Z           -   4,273,308.688 (meters)                     COMP
 NE0884  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 NE0884  ELLIP HEIGHT-         142.27  (meters)          (07/12/02) GPS OBS
 NE0884  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 NE0884  DYNAMIC HT  -         176.734 (meters)     579.83  (feet)  COMP
 NE0884  MODELED GRAV-     980,323.0   (mgal)                       NAVD 88
 NE0884  OBS GRAVITY -     980,322.6   (mgal)                       GRAV_OBS
 NE0884
 NE0884  HORZ ORDER  -  B
 NE0884  VERT ORDER  -  FIRST     CLASS II
 NE0884  ELLP ORDER  -  FOURTH    CLASS II
 NE0884
 NE0884.The horizontal coordinates were established by GPS observations
 NE0884.and adjusted by the National Geodetic Survey in September 1995..
 NE0884
 NE0884.The orthometric height was determined by differential leveling
 NE0884.and adjusted by the National Geodetic Survey in June 1991..
 NE0884
 NE0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0884
 NE0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0884
 NE0884.The ellipsoidal height was determined by GPS observations
 NE0884.and is referenced to NAD 83.
 NE0884
 NE0884.The geoid height was determined by GEOID03.
 NE0884
 NE0884.The dynamic height is computed by dividing the NAVD 88
 NE0884.geopotential number by the normal gravity value computed on the
 NE0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0884.degrees latitude (g = 980.6199 gals.).
 NE0884
 NE0884.The modeled gravity was interpolated from observed gravity values.
 NE0884.The observed gravity was obtained from relative gravimeter ties
 NE0884.to the IGSN71 gravity network.
 NE0884
 NE0884;                    North         East     Units Scale Factor Converg.
 NE0884;SPC MI S     -    93,681.125 4,111,230.838   MT  0.99995259   +0 55 06.8
 NE0884;SPC MI S     -   307,352.77 13,488,290.15   iFT  0.99995259   +0 55 06.8
 NE0884;UTM  17      - 4,688,981.297   333,842.554   MT  0.99993970   -1 21 31.0
 NE0884
 NE0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0884!SPC MI S     -   0.99997769  x   0.99995259  =   0.99993028
 NE0884!UTM  17      -   0.99997769  x   0.99993970  =   0.99991739
 NE0884
 NE0884                          SUPERSEDED SURVEY CONTROL
 NE0884
 NE0884  ELLIP H (09/20/95)  142.30   (m)                       GP(       ) 1 2
 NE0884  NAD 83(1986)-  42 20 07.27992(N)    083 01 00.83699(W) AD(       ) 1
 NE0884  NGVD 29 (??/??/??)  176.955  (m)          580.56   (f) ADJUSTED    1 2
 NE0884
 NE0884.Superseded values are not recommended for survey control.
 NE0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0884.See file dsdata.txt to determine how the superseded data were derived.
 NE0884
 NE0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG3384388981(NAD 83)
 NE0884_MARKER: DD = SURVEY DISK
 NE0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0884_SP_SET: SEA WALL
 NE0884_STAMPING: 29 1930
 NE0884_MARK LOGO: USLS  
 NE0884_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0884+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2004
 NE0884
 NE0884  HISTORY     - Date     Condition        Report By
 NE0884  HISTORY     - 1930     MONUMENTED       USLS
 NE0884  HISTORY     - 1980     GOOD             NGS
 NE0884  HISTORY     - 19931115 GOOD             USDA
 NE0884  HISTORY     - 19940823 GOOD             NGS
 NE0884  HISTORY     - 19940922 GOOD             WADTRI
 NE0884  HISTORY     - 19941115 GOOD             LOCENG
 NE0884  HISTORY     - 19990925 GOOD             USPSQD
 NE0884  HISTORY     - 20040504 GOOD             WOOLPT
 NE0884
 NE0884                          STATION DESCRIPTION
 NE0884
 NE0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0884'IN DETROIT.
 NE0884'IN DETROIT, SET IN THE SEAWALL AT THE EXTENDED
 NE0884'CENTER LINE OF JOSEPH CAMPAU STREET, ON THE PROPERTY OF PARK-DAVIS.
 NE0884'7.9 METERS (26 FEET) NORTHEAST OF THE EXTENDED CENTER LINE OF JOSEPH
 NE0884'CAMPAU STREET, 51.3 METERS (168 FEET) SOUTH OF THE SOUTH CORNER
 NE0884'OF A LARGE BRICK BUILDING NUMBER 69, 0.4 METER (1.3 FEET) NORTHWEST
 NE0884'OF THE SOUTHEAST EDGE OF THE SEAWALL.
 NE0884'THE MARK IS ABOVE LEVEL WITH GROUND..
 NE0884
 NE0884                          STATION RECOVERY (1993)
 NE0884
 NE0884'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0884'RECOVERED AS DESCRIBED.
 NE0884
 NE0884                          STATION RECOVERY (1994)
 NE0884
 NE0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE0884'STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) EAST FROM DOWNTOWN DETROIT
 NE0884'ALONG THE DETROIT RIVER IN T2S, R12E, IN QUAD 420832.  TO REACH FROM
 NE0884'THE INTERSECTION OF WOODWARD AND JEFFERSON AVENUES IN DOWNTOWN
 NE0884'DETROIT, GO EAST ALONG JEFFERSON AVENUE FOR 1.4 MI (2.3 KM) TO JOSEPH
 NE0884'CAMPAU STREET.  TURN RIGHT AND GO SOUTH ON JOSEPH CAMPAU STREET FOR
 NE0884'0.3 MI (0.5 KM) TO THE END OF PAVEMENT AND THE STATION.  STATION IS 26
 NE0884'FT (7.9 M) NORTHEAST FROM THE EXTENDED CENTERLINE OF JOSEPH CAMPAU
 NE0884'STREET, 168 FT (51.2 M) SOUTH FROM THE SOUTH CORNER OF A LARGE BRICK
 NE0884'BUILDING (NUMBER 69) , 1.3 FT (0.4 M) NORTHWEST FROM THE SOUTHEAST
 NE0884'EDGE OF A CONCRETE SEAWALL, AND LEVEL WITH THE GROUND.  NOTE-- JOSEPH
 NE0884'CAMPAU STREET ENDS NORTH OF THE SEAWALL AND A PARKING LOT HAS BEEN
 NE0884'CONSTRUCTED ON THE VACATED ROAD.  A GATE AND GUARD ARE AT THE ENTRANCE
 NE0884'TO PARKING LOT.
 NE0884
 NE0884                          STATION RECOVERY (1994)
 NE0884
 NE0884'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (MTM)
 NE0884'RECOVERED AS DESCRIBED.
 NE0884
 NE0884                          STATION RECOVERY (1994)
 NE0884
 NE0884'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0884'RECOVERED AS DESCRIBED.
 NE0884
 NE0884                          STATION RECOVERY (1999)
 NE0884
 NE0884'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0884'RECOVERED IN GOOD CONDITION.
 NE0884
 NE0884                          STATION RECOVERY (2004)
 NE0884
 NE0884'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RDS)
 NE0884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0879 ***********************************************************************
 NE0879  DESIGNATION -  HL MON 39
 NE0879  PID         -  NE0879
 NE0879  STATE/COUNTY-  MI/WAYNE
 NE0879  USGS QUAD   -  DETROIT (1980)
 NE0879
 NE0879                         *CURRENT SURVEY CONTROL
 NE0879  ___________________________________________________________________
 NE0879* NAD 83(1986)-  42 19 28.     (N)    083 03 06.     (W)     SCALED    
 NE0879* NAVD 88     -       176.456  (meters)     578.92   (feet)  ADJUSTED  
 NE0879  ___________________________________________________________________
 NE0879  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0879  DYNAMIC HT  -         176.403 (meters)     578.75  (feet)  COMP
 NE0879  MODELED GRAV-     980,321.6   (mgal)                       NAVD 88
 NE0879
 NE0879  VERT ORDER  -  FIRST     CLASS II
 NE0879
 NE0879.The horizontal coordinates were scaled from a topographic map and have
 NE0879.an estimated accuracy of +/- 6 seconds.
 NE0879
 NE0879.The orthometric height was determined by differential leveling
 NE0879.and adjusted by the National Geodetic Survey in June 1991..
 NE0879
 NE0879.The geoid height was determined by GEOID03.
 NE0879
 NE0879.The dynamic height is computed by dividing the NAVD 88
 NE0879.geopotential number by the normal gravity value computed on the
 NE0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0879.degrees latitude (g = 980.6199 gals.).
 NE0879
 NE0879.The modeled gravity was interpolated from observed gravity values.
 NE0879
 NE0879;                    North         East    Units  Estimated Accuracy
 NE0879;SPC MI S     -    92,420.    4,108,380.      MT  (+/- 180 meters Scaled)
 NE0879
 NE0879                          SUPERSEDED SURVEY CONTROL
 NE0879
 NE0879  NGVD 29 (??/??/??)  176.628  (m)          579.49   (f) ADJUSTED    1 2
 NE0879
 NE0879.Superseded values are not recommended for survey control.
 NE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0879.See file dsdata.txt to determine how the superseded data were derived.
 NE0879
 NE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG309878(NAD 83)
 NE0879_MARKER: DD = SURVEY DISK
 NE0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0879_SP_SET: SEAWALL
 NE0879_STAMPING: 39 1930
 NE0879_MARK LOGO: USLS  
 NE0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0879+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0879
 NE0879  HISTORY     - Date     Condition        Report By
 NE0879  HISTORY     - 1930     MONUMENTED       USLS
 NE0879  HISTORY     - 1980     GOOD             NGS
 NE0879  HISTORY     - 19931030 GOOD             LOCENG
 NE0879  HISTORY     - 19990925 GOOD             USPSQD
 NE0879  HISTORY     - 20030109 MARK NOT FOUND   INDIV
 NE0879
 NE0879                          STATION DESCRIPTION
 NE0879
 NE0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0879'IN DETROIT.
 NE0879'IN DETROIT, AT THE JUNCTION OF WEST JEFFERSON AVENUE AND 3 RD STREET
 NE0879'SET IN THE TOP AND 0.366 METER (1.0 FOOT) NORTHWEST OF
 NE0879'THE EDGE OF THE SEAWALL, 10.3 METERS (33.8 FEET) SOUTHWEST OF THE
 NE0879'END OF CONCRETE SEAWALL AND WHERE THERE IS A 90 DEGREE TURN, 38.2
 NE0879'METERS (137 FEET) SOUTHEAST OF THE CENTER LINE OF WEST JEFFERSON
 NE0879'AVENUE, AND IN LINE WITH THE CENTER OF 3 RD STREET.
 NE0879'THE MARK IS 0.3 M ABOVE SEAWALL..
 NE0879
 NE0879                          STATION RECOVERY (1993)
 NE0879
 NE0879'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (KS)
 NE0879'RECOVERED AS DESCRIBED.
 NE0879
 NE0879                          STATION RECOVERY (1999)
 NE0879
 NE0879'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0879'RECOVERED IN GOOD CONDITION.
 NE0879
 NE0879                          STATION RECOVERY (2003)
 NE0879
 NE0879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 NE0879'MARK WAS NOT FOUND ON JANUARY 9, 2003. SUSPECT DESTROYED DUE TO NEW
 NE0879'CONSTRUCTION AROUND THE COBO HALL CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0630 ***********************************************************************
 NE0630  DESIGNATION -  HL MON 41
 NE0630  PID         -  NE0630
 NE0630  STATE/COUNTY-  MI/WAYNE
 NE0630  USGS QUAD   -  DETROIT (1980)
 NE0630
 NE0630                         *CURRENT SURVEY CONTROL
 NE0630  ___________________________________________________________________
 NE0630* NAD 83(1986)-  42 19 13.     (N)    083 03 54.     (W)     SCALED    
 NE0630* NAVD 88     -       176.592  (meters)     579.37   (feet)  ADJUSTED  
 NE0630  ___________________________________________________________________
 NE0630  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0630  DYNAMIC HT  -         176.540 (meters)     579.20  (feet)  COMP
 NE0630  MODELED GRAV-     980,321.1   (mgal)                       NAVD 88
 NE0630
 NE0630  VERT ORDER  -  FIRST     CLASS 0
 NE0630
 NE0630.The horizontal coordinates were scaled from a topographic map and have
 NE0630.an estimated accuracy of +/- 6 seconds.
 NE0630
 NE0630.The orthometric height was determined by differential leveling
 NE0630.and adjusted by the National Geodetic Survey in June 1991..
 NE0630.WARNING-Repeat measurements at this control monument indicate possible
 NE0630.vertical movement.
 NE0630
 NE0630.The geoid height was determined by GEOID03.
 NE0630
 NE0630.The dynamic height is computed by dividing the NAVD 88
 NE0630.geopotential number by the normal gravity value computed on the
 NE0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0630.degrees latitude (g = 980.6199 gals.).
 NE0630
 NE0630.The modeled gravity was interpolated from observed gravity values.
 NE0630
 NE0630;                    North         East    Units  Estimated Accuracy
 NE0630;SPC MI S     -    91,940.    4,107,290.      MT  (+/- 180 meters Scaled)
 NE0630
 NE0630                          SUPERSEDED SURVEY CONTROL
 NE0630
 NE0630  NGVD 29 (??/??/??)  176.765  (m)          579.94   (f) ADJUSTED    1 0
 NE0630
 NE0630.Superseded values are not recommended for survey control.
 NE0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0630.See file dsdata.txt to determine how the superseded data were derived.
 NE0630
 NE0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG298874(NAD 83)
 NE0630_MARKER: DD = SURVEY DISK
 NE0630_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0630_SP_SET: SEAWALL
 NE0630_MARK LOGO: USLS  
 NE0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0630+SATELLITE: SATELLITE OBSERVATIONS - October 30, 1993
 NE0630
 NE0630  HISTORY     - Date     Condition        Report By
 NE0630  HISTORY     - 1932     MONUMENTED       USLS
 NE0630  HISTORY     - 1970     GOOD             USLS
 NE0630  HISTORY     - 1980     GOOD             NGS
 NE0630  HISTORY     - 19931030 GOOD             LOCENG
 NE0630  HISTORY     - 19990925 GOOD             USPSQD
 NE0630
 NE0630                          STATION DESCRIPTION
 NE0630
 NE0630'DESCRIBED BY US LAKE SURVEY 1970
 NE0630'IN DETROIT.
 NE0630'HL MON 41 IS IN THE CENTRAL AND SOUTHERN PART OF DETROIT, WAYNE COUNTY
 NE0630'MICHIGAN, ON CENTERLINE OF TWELFTH STREET, 2.0 FOOT FROM FACE
 NE0630'OF SEA WALL ALONG DETROIT RIVER, BEING HIGHEST POINT AT CENTER
 NE0630'OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG. BM
 NE0630'H L MON 41 1932.
 NE0630
 NE0630                          STATION RECOVERY (1980)
 NE0630
 NE0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0630'RECOVERED IN GOOD CONDITION.
 NE0630
 NE0630                          STATION RECOVERY (1993)
 NE0630
 NE0630'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (KS)
 NE0630'RECOVERED AS DESCRIBED.
 NE0630
 NE0630                          STATION RECOVERY (1999)
 NE0630
 NE0630'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0629 ***********************************************************************
 NE0629  DESIGNATION -  HL MON 43 USLS
 NE0629  PID         -  NE0629
 NE0629  STATE/COUNTY-  MI/WAYNE
 NE0629  USGS QUAD   -  DETROIT (1980)
 NE0629
 NE0629                         *CURRENT SURVEY CONTROL
 NE0629  ___________________________________________________________________
 NE0629* NAD 83(1986)-  42 19 04.     (N)    083 04 09.     (W)     SCALED    
 NE0629* NAVD 88     -       176.461  (meters)     578.94   (feet)  ADJUSTED  
 NE0629  ___________________________________________________________________
 NE0629  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0629  DYNAMIC HT  -         176.408 (meters)     578.77  (feet)  COMP
 NE0629  MODELED GRAV-     980,320.7   (mgal)                       NAVD 88
 NE0629
 NE0629  VERT ORDER  -  FIRST     CLASS 0
 NE0629
 NE0629.The horizontal coordinates were scaled from a topographic map and have
 NE0629.an estimated accuracy of +/- 6 seconds.
 NE0629
 NE0629.The orthometric height was determined by differential leveling
 NE0629.and adjusted by the National Geodetic Survey in June 1991..
 NE0629
 NE0629.The geoid height was determined by GEOID03.
 NE0629
 NE0629.The dynamic height is computed by dividing the NAVD 88
 NE0629.geopotential number by the normal gravity value computed on the
 NE0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0629.degrees latitude (g = 980.6199 gals.).
 NE0629
 NE0629.The modeled gravity was interpolated from observed gravity values.
 NE0629
 NE0629;                    North         East    Units  Estimated Accuracy
 NE0629;SPC MI S     -    91,660.    4,106,950.      MT  (+/- 180 meters Scaled)
 NE0629
 NE0629                          SUPERSEDED SURVEY CONTROL
 NE0629
 NE0629  NGVD 29 (??/??/??)  176.634  (m)          579.51   (f) ADJUSTED    1 0
 NE0629
 NE0629.Superseded values are not recommended for survey control.
 NE0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0629.See file dsdata.txt to determine how the superseded data were derived.
 NE0629
 NE0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG294871(NAD 83)
 NE0629_MARKER: DD = SURVEY DISK
 NE0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0629_SP_SET: CONCRETE SEAWALL
 NE0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0629
 NE0629  HISTORY     - Date     Condition        Report By
 NE0629  HISTORY     - 1932     MONUMENTED       USLS
 NE0629  HISTORY     - 1970     GOOD             USLS
 NE0629  HISTORY     - 1980     GOOD             NGS
 NE0629  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 NE0629
 NE0629                          STATION DESCRIPTION
 NE0629
 NE0629'DESCRIBED BY US LAKE SURVEY 1970
 NE0629'IN DETROIT.
 NE0629'HL ON 43 IS IN THE CENTRAL AND SOUTHERN PART OF DETROIT, WAYNE COUNTY,
 NE0629'MICHIGAN, ON CONCRETE SEAWALL ALONG THE DETROIT RIVER,
 NE0629'APPROXIMATELY IN LINE WITH CENTERLINE OF FOURTEENTH STREET
 NE0629'EXTENDED, ABOUT 300 FEET UPRIVER FROM 2 RAILROAD SHEDS, 85 FEET
 NE0629'UPRIVER FROM SLIGHT OFFSET IN CONCRETE REVETMENT, 1.3 FEET FROM
 NE0629'FACE OF THE SEAWALL, BEING HIGHEST POINT OVER CROSS AT CENTER
 NE0629'OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV. DESIG. BM
 NE0629'H L MON 43 1932.
 NE0629
 NE0629                          STATION RECOVERY (1980)
 NE0629
 NE0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0629'RECOVERED IN GOOD CONDITION.
 NE0629
 NE0629                          STATION RECOVERY (1999)
 NE0629
 NE0629'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0549 ***********************************************************************
 OJ0549  DESIGNATION -  HL MON 44 USE
 OJ0549  PID         -  OJ0549
 OJ0549  STATE/COUNTY-  MI/BAY
 OJ0549  USGS QUAD   -  BAY CITY (1973)
 OJ0549
 OJ0549                         *CURRENT SURVEY CONTROL
 OJ0549  ___________________________________________________________________
 OJ0549* NAD 83(1986)-  43 33 54.     (N)    083 54 12.     (W)     SCALED    
 OJ0549* NAVD 88     -       178.827  (meters)     586.70   (feet)  ADJUSTED  
 OJ0549  ___________________________________________________________________
 OJ0549  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0549  DYNAMIC HT  -         178.791 (meters)     586.58  (feet)  COMP
 OJ0549  MODELED GRAV-     980,418.1   (mgal)                       NAVD 88
 OJ0549
 OJ0549  VERT ORDER  -  FIRST     CLASS 0
 OJ0549
 OJ0549.The horizontal coordinates were scaled from a topographic map and have
 OJ0549.an estimated accuracy of +/- 6 seconds.
 OJ0549
 OJ0549.The orthometric height was determined by differential leveling
 OJ0549.and adjusted by the National Geodetic Survey in June 1991..
 OJ0549
 OJ0549.The geoid height was determined by GEOID03.
 OJ0549
 OJ0549.The dynamic height is computed by dividing the NAVD 88
 OJ0549.geopotential number by the normal gravity value computed on the
 OJ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0549.degrees latitude (g = 980.6199 gals.).
 OJ0549
 OJ0549.The modeled gravity was interpolated from observed gravity values.
 OJ0549
 OJ0549;                    North         East    Units  Estimated Accuracy
 OJ0549;SPC MI S     -   229,490.    4,037,430.      MT  (+/- 180 meters Scaled)
 OJ0549
 OJ0549                          SUPERSEDED SURVEY CONTROL
 OJ0549
 OJ0549  NGVD 29 (??/??/92)  178.972  (m)          587.18   (f) ADJ UNCH    1 0
 OJ0549
 OJ0549.Superseded values are not recommended for survey control.
 OJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0549.See file dsdata.txt to determine how the superseded data were derived.
 OJ0549
 OJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ655276(NAD 83)
 OJ0549_MARKER: DD = SURVEY DISK
 OJ0549_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0549_SP_SET: ABUTMENT
 OJ0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0549
 OJ0549  HISTORY     - Date     Condition        Report By
 OJ0549  HISTORY     - 1937     MONUMENTED       USE
 OJ0549  HISTORY     - 1976     GOOD             NOS
 OJ0549  HISTORY     - 1983     GOOD             NGS
 OJ0549
 OJ0549                          STATION DESCRIPTION
 OJ0549
 OJ0549'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0549'IN BAY.
 OJ0549'ON THE EASTERLY SIDE OF THE RIVER AT THE FOOT OF CASS AVE., ON THE
 OJ0549'SOUTH END OF ABANDONED BRIDGE ABUTMENT, 2.1 FT. FROM UPSTREAM ANGLE IN
 OJ0549'ABUTMENT AND 0.6 FT. WEST OF EAST EDGE, BEING HIGHEST POINT OVER CROSS
 OJ0549'AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0549
 OJ0549                          STATION RECOVERY (1983)
 OJ0549
 OJ0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0606 ***********************************************************************
 NE0606  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0606  DESIGNATION -  HL MON 53 USLS
 NE0606  PID         -  NE0606
 NE0606  STATE/COUNTY-  MI/WAYNE
 NE0606  USGS QUAD   -  DETROIT (1980)
 NE0606
 NE0606                         *CURRENT SURVEY CONTROL
 NE0606  ___________________________________________________________________
 NE0606* NAD 83(1986)-  42 17 55.     (N)    083 05 35.     (W)     SCALED    
 NE0606* NAVD 88     -       175.833  (meters)     576.88   (feet)  ADJUSTED  
 NE0606  ___________________________________________________________________
 NE0606  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0606  DYNAMIC HT  -         175.780 (meters)     576.70  (feet)  COMP
 NE0606  MODELED GRAV-     980,318.1   (mgal)                       NAVD 88
 NE0606
 NE0606  VERT ORDER  -  FIRST     CLASS II
 NE0606
 NE0606.The horizontal coordinates were scaled from a topographic map and have
 NE0606.an estimated accuracy of +/- 6 seconds.
 NE0606
 NE0606.The orthometric height was determined by differential leveling
 NE0606.and adjusted by the National Geodetic Survey in June 1991..
 NE0606
 NE0606.This Tidal Bench Mark is designated as VM 12958
 NE0606.by the Center for Operational Oceanographic Products and Services.
 NE0606
 NE0606.The geoid height was determined by GEOID03.
 NE0606
 NE0606.The dynamic height is computed by dividing the NAVD 88
 NE0606.geopotential number by the normal gravity value computed on the
 NE0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0606.degrees latitude (g = 980.6199 gals.).
 NE0606
 NE0606.The modeled gravity was interpolated from observed gravity values.
 NE0606
 NE0606;                    North         East    Units  Estimated Accuracy
 NE0606;SPC MI S     -    89,500.    4,105,020.      MT  (+/- 180 meters Scaled)
 NE0606
 NE0606                          SUPERSEDED SURVEY CONTROL
 NE0606
 NE0606  NGVD 29 (??/??/??)  176.006  (m)          577.45   (f) ADJUSTED    1 2
 NE0606
 NE0606.Superseded values are not recommended for survey control.
 NE0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0606.See file dsdata.txt to determine how the superseded data were derived.
 NE0606
 NE0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG274850(NAD 83)
 NE0606_MARKER: DR = REFERENCE MARK DISK
 NE0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0606_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0606_STAMPING: 53 1930
 NE0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0606
 NE0606  HISTORY     - Date     Condition        Report By
 NE0606  HISTORY     - 1930     MONUMENTED       USLS
 NE0606  HISTORY     - 1954     GOOD             NGS
 NE0606  HISTORY     - 1980     GOOD             NGS
 NE0606  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0606
 NE0606                          STATION DESCRIPTION
 NE0606
 NE0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0606'AT DETROIT.
 NE0606'AT DETROIT, IN THE EAST PART OF FORT WAYNE MILITARY RESERVATION,
 NE0606'IN PART OCCUPIED BY U.S. ENGINEERS, 41 FEET SOUTHWEST OF
 NE0606'SOUTHWEST EDGE OF BOAT SLIP, 19.8 FEET NORTHWEST OF SOUTHEAST
 NE0606'EDGE OF DOCK, 8 FEET NORTHWEST OF NORTHWEST CURB OF A SIDE WALK,
 NE0606'29.8 FEET SOUTHWEST OF SOUTHWEST CURB OF A SIDE WALK AND SET IN
 NE0606'THE TOP OF A CONCRETE FILLED 3 1/2-INCH PIPE.
 NE0606
 NE0606                          STATION RECOVERY (1980)
 NE0606
 NE0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0606'RECOVERED IN GOOD CONDITION.
 NE0606
 NE0606                          STATION RECOVERY (1989)
 NE0606
 NE0606'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0606'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0607 ***********************************************************************
 NE0607  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0607  DESIGNATION -  HL MON 54 USLS
 NE0607  PID         -  NE0607
 NE0607  STATE/COUNTY-  MI/WAYNE
 NE0607  USGS QUAD   -  DETROIT (1980)
 NE0607
 NE0607                         *CURRENT SURVEY CONTROL
 NE0607  ___________________________________________________________________
 NE0607* NAD 83(1986)-  42 17 59.     (N)    083 05 39.     (W)     SCALED    
 NE0607* NAVD 88     -       176.377  (meters)     578.66   (feet)  POSTED    
 NE0607  ___________________________________________________________________
 NE0607  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 NE0607  DYNAMIC HT  -         176.320 (meters)     578.48  (feet)  COMP
 NE0607  MODELED GRAV-     980,318.3   (mgal)                       NAVD 88
 NE0607
 NE0607  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 NE0607
 NE0607.The horizontal coordinates were scaled from a topographic map and have
 NE0607.an estimated accuracy of +/- 6 seconds.
 NE0607
 NE0607.The orthometric height was determined by differential leveling
 NE0607.and adjusted by the National Geodetic Survey in 1992..
 NE0607.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 NE0607.rate greater than 8.0 mm/km.
 NE0607
 NE0607.This Tidal Bench Mark is designated as VM 12959
 NE0607.by the Center for Operational Oceanographic Products and Services.
 NE0607
 NE0607.The geoid height was determined by GEOID03.
 NE0607
 NE0607.The dynamic height is computed by dividing the NAVD 88
 NE0607.geopotential number by the normal gravity value computed on the
 NE0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0607.degrees latitude (g = 980.6199 gals.).
 NE0607
 NE0607.The modeled gravity was interpolated from observed gravity values.
 NE0607
 NE0607;                    North         East    Units  Estimated Accuracy
 NE0607;SPC MI S     -    89,630.    4,104,920.      MT  (+/- 180 meters Scaled)
 NE0607
 NE0607                          SUPERSEDED SURVEY CONTROL
 NE0607
 NE0607  NGVD 29 (??/??/92)  176.562  (m)          579.27   (f) ADJ UNCH    1 2
 NE0607
 NE0607.Superseded values are not recommended for survey control.
 NE0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0607.See file dsdata.txt to determine how the superseded data were derived.
 NE0607
 NE0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273851(NAD 83)
 NE0607_MARKER: DR = REFERENCE MARK DISK
 NE0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0607_STAMPING: 54 1930
 NE0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0607+STABILITY: SURFACE MOTION
 NE0607
 NE0607  HISTORY     - Date     Condition        Report By
 NE0607  HISTORY     - 1930     MONUMENTED       USLS
 NE0607  HISTORY     - 1954     GOOD             NGS
 NE0607  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0607
 NE0607                          STATION DESCRIPTION
 NE0607
 NE0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0607'AT DETROIT.
 NE0607'AT DETROIT, IN THE EAST PART OF FORT WAYNE MILITARY RESERVATION,
 NE0607'IN PART OF RESERVATION OCCUPIED BY THE U.S. ENGINEERS, 35 1/2
 NE0607'FEET SOUTHEAST OF SOUTH CORNER OF A 1-STORY RED BRICK MACHINE
 NE0607'SHOP BUILDING, 57 FEET NORTH-NORTHWEST OF WEST CORNER OF BOAT
 NE0607'SLIP, NEAR THE ROUNDED WEST CORNER AND INSIDE A GRASSY LOT WITH
 NE0607'FLAG POLE, 23.3 FEET WEST OF FLAG POLE, 29 1/2 FEET
 NE0607'NORTH-NORTHWEST OF A FIRE HYDRANT, IN THE TOP OF A CONCRETE
 NE0607'POST ACCESS TO WHICH IS HAD THRU AN 8-INCH MAN HOLE COVER WHICH
 NE0607'IS IN A 4-FOOT SQUARE CONCRETE SLAB SET OVER MARK AND ABOUT 6
 NE0607'INCHES BELOW TOP OF CONCRETE SLAB.
 NE0607
 NE0607                          STATION RECOVERY (1980)
 NE0607
 NE0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0607'NOT RECOVERED, MARK MAY STILL BE INTACK BUR COVERED WITH A CONCRETE
 NE0607'RAMP WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0125 ***********************************************************************
 NE0125  DESIGNATION -  HL MON 7
 NE0125  PID         -  NE0125
 NE0125  STATE/COUNTY-  MI/WAYNE
 NE0125  USGS QUAD   -  BELLE ISLE (1980)
 NE0125
 NE0125                         *CURRENT SURVEY CONTROL
 NE0125  ___________________________________________________________________
 NE0125* NAD 83(1986)-  42 21 30.     (N)    082 56 36.     (W)     SCALED    
 NE0125* NAVD 88     -       175.500  (meters)     575.79   (feet)  ADJUSTED  
 NE0125  ___________________________________________________________________
 NE0125  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 NE0125  DYNAMIC HT  -         175.449 (meters)     575.62  (feet)  COMP
 NE0125  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 NE0125
 NE0125  VERT ORDER  -  FIRST     CLASS 0
 NE0125
 NE0125.The horizontal coordinates were scaled from a topographic map and have
 NE0125.an estimated accuracy of +/- 6 seconds.
 NE0125
 NE0125.The orthometric height was determined by differential leveling
 NE0125.and adjusted by the National Geodetic Survey in June 1991..
 NE0125
 NE0125.The geoid height was determined by GEOID03.
 NE0125
 NE0125.The dynamic height is computed by dividing the NAVD 88
 NE0125.geopotential number by the normal gravity value computed on the
 NE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0125.degrees latitude (g = 980.6199 gals.).
 NE0125
 NE0125.The modeled gravity was interpolated from observed gravity values.
 NE0125
 NE0125;                    North         East    Units  Estimated Accuracy
 NE0125;SPC MI S     -    96,330.    4,117,250.      MT  (+/- 180 meters Scaled)
 NE0125
 NE0125                          SUPERSEDED SURVEY CONTROL
 NE0125
 NE0125  NGVD 29 (??/??/92)  175.66   (m)          576.3    (f) COMPUTED    1 0
 NE0125
 NE0125.Superseded values are not recommended for survey control.
 NE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0125.See file dsdata.txt to determine how the superseded data were derived.
 NE0125
 NE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG399913(NAD 83)
 NE0125_MARKER: DD = SURVEY DISK
 NE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0125+STABILITY: SURFACE MOTION
 NE0125
 NE0125  HISTORY     - Date     Condition        Report By
 NE0125  HISTORY     - UNK      MONUMENTED       USLS
 NE0125  HISTORY     - 1970     GOOD             USLS
 NE0125  HISTORY     - 20020206 GOOD             USPSQD
 NE0125
 NE0125                          STATION DESCRIPTION
 NE0125
 NE0125'DESCRIBED BY US LAKE SURVEY 1970
 NE0125'IN DETROIT.
 NE0125'H L MON 7 IS IN THE SOUTHEAST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0125'AT THE NORTHEAST CORNER OF LENOX AND SCRIPPS AVENUE, IN THE
 NE0125'SIDEWALK, 6.0 FEET FROM THE LENOX AVENUE CURB, 14.3 FEET FROM
 NE0125'THE SCRIPPS AVENUE CURB, UNDER 8-INCH HAND HOLE COVER IN A WELL,
 NE0125'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET
 NE0125'INTO THE CONCRETE HARBOR LINE MONUMENT.  NOTE-- PREV. DESIG.
 NE0125'BM H L MON L 1932.
 NE0125
 NE0125                          STATION RECOVERY (2002)
 NE0125
 NE0125'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCB)
 NE0125'LOCATION  14.5 FEET NW OF NW CURB OF SCRIPPS STREET, 5.0 FEET NE OF NE
 NE0125'CURB OF LENOX STREET, 8 INCHES UNDER COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0592 ***********************************************************************
 NE0592  DESIGNATION -  HL MON 70 USLS
 NE0592  PID         -  NE0592
 NE0592  STATE/COUNTY-  MI/WAYNE
 NE0592  USGS QUAD   -  WYANDOTTE (1981)
 NE0592
 NE0592                         *CURRENT SURVEY CONTROL
 NE0592  ___________________________________________________________________
 NE0592* NAD 83(1986)-  42 14 52.     (N)    083 08 26.     (W)     SCALED    
 NE0592* NAVD 88     -       176.077  (meters)     577.68   (feet)  ADJUSTED  
 NE0592  ___________________________________________________________________
 NE0592  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0592  DYNAMIC HT  -         176.022 (meters)     577.50  (feet)  COMP
 NE0592  MODELED GRAV-     980,310.9   (mgal)                       NAVD 88
 NE0592
 NE0592  VERT ORDER  -  FIRST     CLASS 0
 NE0592
 NE0592.The horizontal coordinates were scaled from a topographic map and have
 NE0592.an estimated accuracy of +/- 6 seconds.
 NE0592
 NE0592.The orthometric height was determined by differential leveling
 NE0592.and adjusted by the National Geodetic Survey in June 1991..
 NE0592
 NE0592.The geoid height was determined by GEOID03.
 NE0592
 NE0592.The dynamic height is computed by dividing the NAVD 88
 NE0592.geopotential number by the normal gravity value computed on the
 NE0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0592.degrees latitude (g = 980.6199 gals.).
 NE0592
 NE0592.The modeled gravity was interpolated from observed gravity values.
 NE0592
 NE0592;                    North         East    Units  Estimated Accuracy
 NE0592;SPC MI S     -    83,800.    4,101,180.      MT  (+/- 180 meters Scaled)
 NE0592
 NE0592                          SUPERSEDED SURVEY CONTROL
 NE0592
 NE0592  NGVD 29 (??/??/??)  176.249  (m)          578.24   (f) ADJUSTED    1 0
 NE0592
 NE0592.Superseded values are not recommended for survey control.
 NE0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0592.See file dsdata.txt to determine how the superseded data were derived.
 NE0592
 NE0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG234795(NAD 83)
 NE0592_MARKER: DR = REFERENCE MARK DISK
 NE0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0592_STAMPING: 70 1930
 NE0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0592+STABILITY: SURFACE MOTION
 NE0592
 NE0592  HISTORY     - Date     Condition        Report By
 NE0592  HISTORY     - 1930     MONUMENTED       USLS
 NE0592  HISTORY     - 1954     GOOD             NGS
 NE0592  HISTORY     - 1980     GOOD             NGS
 NE0592  HISTORY     - 1983     GOOD             LOCSUR
 NE0592  HISTORY     - 1986     GOOD             USPSQD
 NE0592  HISTORY     - 1987     GOOD             USPSQD
 NE0592  HISTORY     - 1988     GOOD             USPSQD
 NE0592  HISTORY     - 19990624 GOOD             USPSQD
 NE0592
 NE0592                          STATION DESCRIPTION
 NE0592
 NE0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0592'AT ECORSE.
 NE0592'AT ECORSE, IN THE NORTH PART OF TOWN, ABOUT 0.1 MILE EAST ALONG
 NE0592'WESTFIELD AVENUE FROM INTERSECTION OF WEST JEFFERSON AVENUE,
 NE0592'119 FEET WEST OF CROSSING OF THE DETROIT, TOLEDO AND IRONTON
 NE0592'RAILROAD AND WESTFIELD AVENUE, 4 1/2 FEET SOUTH OF SOUTH CURB
 NE0592'OF WESTFIELD AVENUE, 38.8 FEET WEST OF A FIRE HYDRANT, 2 FEET
 NE0592'NORTH OF SOUTH EDGE OF A SIDE WALK, IN THE TOP OF A CONCRETE
 NE0592'POST ACCESS TO WHICH IS HAD THRU AN 8-INCH IRON MAN HOLE COVER
 NE0592'IN SIDE WALK AND ABOUT 10 INCHES BELOW LEVEL OF SIDE WALK.
 NE0592
 NE0592                          STATION RECOVERY (1980)
 NE0592
 NE0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0592'RECOVERED IN GOOD CONDITION.
 NE0592
 NE0592                          STATION RECOVERY (1983)
 NE0592
 NE0592'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0592'RECOVERED IN GOOD CONDITION.
 NE0592
 NE0592                          STATION RECOVERY (1986)
 NE0592
 NE0592'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0592'RECOVERED IN GOOD CONDITION.
 NE0592
 NE0592                          STATION RECOVERY (1987)
 NE0592
 NE0592'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0592'RECOVERED IN GOOD CONDITION.
 NE0592
 NE0592                          STATION RECOVERY (1988)
 NE0592
 NE0592'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0592'RECOVERED IN GOOD CONDITION.
 NE0592
 NE0592                          STATION RECOVERY (1999)
 NE0592
 NE0592'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0589 ***********************************************************************
 NE0589  DESIGNATION -  HL MON 72 USLS
 NE0589  PID         -  NE0589
 NE0589  STATE/COUNTY-  MI/WAYNE
 NE0589  USGS QUAD   -  WYANDOTTE (1981)
 NE0589
 NE0589                         *CURRENT SURVEY CONTROL
 NE0589  ___________________________________________________________________
 NE0589* NAD 83(1986)-  42 14 28.     (N)    083 08 36.     (W)     SCALED    
 NE0589* NAVD 88     -       175.369  (meters)     575.36   (feet)  ADJUSTED  
 NE0589  ___________________________________________________________________
 NE0589  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0589  DYNAMIC HT  -         175.315 (meters)     575.18  (feet)  COMP
 NE0589  MODELED GRAV-     980,309.9   (mgal)                       NAVD 88
 NE0589
 NE0589  VERT ORDER  -  FIRST     CLASS II
 NE0589
 NE0589.The horizontal coordinates were scaled from a topographic map and have
 NE0589.an estimated accuracy of +/- 6 seconds.
 NE0589
 NE0589.The orthometric height was determined by differential leveling
 NE0589.and adjusted by the National Geodetic Survey in June 1991..
 NE0589.WARNING-Repeat measurements at this control monument indicate possible
 NE0589.vertical movement.
 NE0589
 NE0589.The geoid height was determined by GEOID03.
 NE0589
 NE0589.The dynamic height is computed by dividing the NAVD 88
 NE0589.geopotential number by the normal gravity value computed on the
 NE0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0589.degrees latitude (g = 980.6199 gals.).
 NE0589
 NE0589.The modeled gravity was interpolated from observed gravity values.
 NE0589
 NE0589;                    North         East    Units  Estimated Accuracy
 NE0589;SPC MI S     -    83,060.    4,100,960.      MT  (+/- 180 meters Scaled)
 NE0589
 NE0589                          SUPERSEDED SURVEY CONTROL
 NE0589
 NE0589  NGVD 29 (??/??/??)  175.540  (m)          575.92   (f) ADJUSTED    1 2
 NE0589
 NE0589.Superseded values are not recommended for survey control.
 NE0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0589.See file dsdata.txt to determine how the superseded data were derived.
 NE0589
 NE0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG231787(NAD 83)
 NE0589_MARKER: DR = REFERENCE MARK DISK
 NE0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0589_STAMPING: 72 1930
 NE0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0589+STABILITY: SURFACE MOTION
 NE0589
 NE0589  HISTORY     - Date     Condition        Report By
 NE0589  HISTORY     - 1930     MONUMENTED       USLS
 NE0589  HISTORY     - 1954     GOOD             NGS
 NE0589  HISTORY     - 1980     GOOD             NGS
 NE0589  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0589  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0589  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0589  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0589  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0589  HISTORY     - 19990624 GOOD             USPSQD
 NE0589
 NE0589                          STATION DESCRIPTION
 NE0589
 NE0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0589'AT ECORSE.
 NE0589'AT ECORSE, 1 BLOCK EAST ALONG SOUTHFIELD ROAD FROM INTERSECTION
 NE0589'OF WEST JEFFERSON AVENUE, AT THE FOOT OF SOUTHFIELD ROAD, AT
 NE0589'ECORSE CITY DOCKS, 20.2 FEET SOUTHWEST OF NORTHEAST CORNER OF
 NE0589'CONCRETE WALL OF DOCK, 8 FEET NORTHWEST OF SOUTHEAST EDGE
 NE0589'OF CONCRETE SEAWALL AND IN THE TOP OF A CONCRETE POST ABOUT
 NE0589'5 INCHES BELOW SURFACE OF GROUND.  NOTE-- A CONCRETE SLAB 4
 NE0589'FEET SQUARE WITH MAN HOLE WAS ORIGINALLY SET DIRECTLY OVER MARK.
 NE0589'THE CONCRETE SLAB IS BROKEN UP AND THE MAN HOLE AND LID IS
 NE0589'MISSING.  THE DOCK IS UNDERMINED, APPARENTLY BY RATS, AND LARGE
 NE0589'AREA OF DOCK IS SETTLED FROM 1 TO TWO FEET IN SPOTS.  IT IS
 NE0589'DOUBTFUL IF MARK IS OF ANY VALUE AND SHOULD BE USED WITH CAUTION.
 NE0589
 NE0589                          STATION RECOVERY (1980)
 NE0589
 NE0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0589'NOTE, ELEVATION OF MARK SHOULD BE HELT WITH CAUTION AS IT APPEARS
 NE0589'THIS PART OF DOCK MAY BE MOVING.
 NE0589
 NE0589                          STATION RECOVERY (1983)
 NE0589
 NE0589'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0589'MARK NOT FOUND.
 NE0589
 NE0589                          STATION RECOVERY (1986)
 NE0589
 NE0589'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0589'MARK NOT FOUND.
 NE0589
 NE0589                          STATION RECOVERY (1987)
 NE0589
 NE0589'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0589'MARK NOT FOUND.
 NE0589
 NE0589                          STATION RECOVERY (1988)
 NE0589
 NE0589'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0589'MARK NOT FOUND.
 NE0589
 NE0589                          STATION RECOVERY (1989)
 NE0589
 NE0589'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0589'MARK NOT FOUND.
 NE0589
 NE0589                          STATION RECOVERY (1999)
 NE0589
 NE0589'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0562 ***********************************************************************
 OJ0562  DESIGNATION -  HL MON 74 USE
 OJ0562  PID         -  OJ0562
 OJ0562  STATE/COUNTY-  MI/SAGINAW
 OJ0562  USGS QUAD   -  BAY CITY (1973)
 OJ0562
 OJ0562                         *CURRENT SURVEY CONTROL
 OJ0562  ___________________________________________________________________
 OJ0562* NAD 83(1986)-  43 31 18.     (N)    083 52 42.     (W)     SCALED    
 OJ0562* NAVD 88     -       179.592  (meters)     589.21   (feet)  ADJUSTED  
 OJ0562  ___________________________________________________________________
 OJ0562  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ0562  DYNAMIC HT  -         179.555 (meters)     589.09  (feet)  COMP
 OJ0562  MODELED GRAV-     980,414.7   (mgal)                       NAVD 88
 OJ0562
 OJ0562  VERT ORDER  -  FIRST     CLASS 0
 OJ0562
 OJ0562.The horizontal coordinates were scaled from a topographic map and have
 OJ0562.an estimated accuracy of +/- 6 seconds.
 OJ0562
 OJ0562.The orthometric height was determined by differential leveling
 OJ0562.and adjusted by the National Geodetic Survey in June 1991..
 OJ0562
 OJ0562.The geoid height was determined by GEOID03.
 OJ0562
 OJ0562.The dynamic height is computed by dividing the NAVD 88
 OJ0562.geopotential number by the normal gravity value computed on the
 OJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0562.degrees latitude (g = 980.6199 gals.).
 OJ0562
 OJ0562.The modeled gravity was interpolated from observed gravity values.
 OJ0562
 OJ0562;                    North         East    Units  Estimated Accuracy
 OJ0562;SPC MI S     -   224,680.    4,039,480.      MT  (+/- 180 meters Scaled)
 OJ0562
 OJ0562                          SUPERSEDED SURVEY CONTROL
 OJ0562
 OJ0562  NGVD 29 (??/??/92)  179.737  (m)          589.69   (f) ADJ UNCH    1 0
 OJ0562
 OJ0562.Superseded values are not recommended for survey control.
 OJ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0562.See file dsdata.txt to determine how the superseded data were derived.
 OJ0562
 OJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ673227(NAD 83)
 OJ0562_MARKER: DD = SURVEY DISK
 OJ0562_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0562_SP_SET: PAVEMENT
 OJ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0562
 OJ0562  HISTORY     - Date     Condition        Report By
 OJ0562  HISTORY     - 1937     MONUMENTED       USE
 OJ0562  HISTORY     - 1976     GOOD             NOS
 OJ0562  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0562  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OJ0562  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OJ0562
 OJ0562                          STATION DESCRIPTION
 OJ0562
 OJ0562'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0562'2.6 MI SOUTH FROM BAY MI SOUTH.
 OJ0562'2.6 MILES SOUTH ALONG HIGHWAY M13 FROM THE INTERSECTION OF MCGRAW ST.
 OJ0562'AT THE SOUTH END OF BAY CITY, ON THE EAST SIDE OF THE SAGINAW RIVER,
 OJ0562'ON WEST SIDE OF THE VETERANS MEMORIAL HIGHWAY M13, 0.7 MILES SOUTH OF
 OJ0562'CHEBOYGANING CREEK, 19.1 FT. NORTH OF HIGHWAY STATION 312 AND 29 AS
 OJ0562'MARKED ON WEST EDGE OF PAVEMENT, ON TOP OF PAVEMENT, 1.2 FT. EAST
 OJ0562'OF WEST EDGE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0562'MARKING HARBOR LINE REFERENCE POINT 74 SET INTO THE CONCRETE.
 OJ0562
 OJ0562                          STATION RECOVERY (1983)
 OJ0562
 OJ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0562'MARK NOT FOUND.
 OJ0562
 OJ0562                          STATION RECOVERY (1994)
 OJ0562
 OJ0562'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0562'MARK NOT FOUND.
 OJ0562
 OJ0562                          STATION RECOVERY (2001)
 OJ0562
 OJ0562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0562'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0588 ***********************************************************************
 NE0588  DESIGNATION -  HL MON 74 USLS
 NE0588  PID         -  NE0588
 NE0588  STATE/COUNTY-  MI/WAYNE
 NE0588  USGS QUAD   -  WYANDOTTE (1981)
 NE0588
 NE0588                         *CURRENT SURVEY CONTROL
 NE0588  ___________________________________________________________________
 NE0588* NAD 83(1986)-  42 14 23.     (N)    083 08 46.     (W)     SCALED    
 NE0588* NAVD 88     -       176.761  (meters)     579.92   (feet)  ADJUSTED  
 NE0588  ___________________________________________________________________
 NE0588  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NE0588  DYNAMIC HT  -         176.706 (meters)     579.74  (feet)  COMP
 NE0588  MODELED GRAV-     980,309.7   (mgal)                       NAVD 88
 NE0588
 NE0588  VERT ORDER  -  FIRST     CLASS 0
 NE0588
 NE0588.The horizontal coordinates were scaled from a topographic map and have
 NE0588.an estimated accuracy of +/- 6 seconds.
 NE0588
 NE0588.The orthometric height was determined by differential leveling
 NE0588.and adjusted by the National Geodetic Survey in June 1991..
 NE0588
 NE0588.The geoid height was determined by GEOID03.
 NE0588
 NE0588.The dynamic height is computed by dividing the NAVD 88
 NE0588.geopotential number by the normal gravity value computed on the
 NE0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0588.degrees latitude (g = 980.6199 gals.).
 NE0588
 NE0588.The modeled gravity was interpolated from observed gravity values.
 NE0588
 NE0588;                    North         East    Units  Estimated Accuracy
 NE0588;SPC MI S     -    82,900.    4,100,740.      MT  (+/- 180 meters Scaled)
 NE0588
 NE0588                          SUPERSEDED SURVEY CONTROL
 NE0588
 NE0588  NGVD 29 (??/??/??)  176.931  (m)          580.48   (f) ADJUSTED    1 0
 NE0588
 NE0588.Superseded values are not recommended for survey control.
 NE0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0588.See file dsdata.txt to determine how the superseded data were derived.
 NE0588
 NE0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG229786(NAD 83)
 NE0588_MARKER: DR = REFERENCE MARK DISK
 NE0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0588_STAMPING: 74 1930
 NE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0588+STABILITY: SURFACE MOTION
 NE0588
 NE0588  HISTORY     - Date     Condition        Report By
 NE0588  HISTORY     - 1930     MONUMENTED       USLS
 NE0588  HISTORY     - 1954     GOOD             NGS
 NE0588  HISTORY     - 1980     GOOD             NGS
 NE0588  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0588  HISTORY     - 1986     GOOD             USPSQD
 NE0588  HISTORY     - 1987     GOOD             USPSQD
 NE0588  HISTORY     - 1988     GOOD             USPSQD
 NE0588  HISTORY     - 1989     GOOD             USPSQD
 NE0588  HISTORY     - 19990624 GOOD             USPSQD
 NE0588
 NE0588                          STATION DESCRIPTION
 NE0588
 NE0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0588'AT ECORSE.
 NE0588'AT ECORSE, ABOUT 0.4 MILE NORTH ALONG WEST JEFFERSON AVENUE
 NE0588'FROM BRIDGE OVER ECORSE RIVER AND THE ECORSE-WYANDOTTE CITY LIMITS,
 NE0588'AT THE INTERSECTION OF JEFFERSON AVENUE AND BOURASSA STREET,
 NE0588'21 1/2 FEET WEST OF WEST CURB OF WEST JEFFERSON AVENUE, 134
 NE0588'FEET SOUTH OF SOUTH CURB LINE OF BOURASSA STREET, 16 FEET NORTH
 NE0588'OF CENTER OF CONCRETE WALK TO 2-STORY HOUSE NO. 4510 WEST
 NE0588'JEFFERSON AVENUE, IN THE TOP OF A CONCRETE POST ACCESS TO WHICH
 NE0588'IS HAD THRU AN 8-INCH MAN HOLE COVER WHICH IS IN A CONCRETE
 NE0588'SLAB WHICH EXTENDS PARTLY INTO WEST JEFFERSON AVENUE SIDE WALK
 NE0588'AND ABOUT 4 INCHES BELOW TOP OF CONCRETE SLAB.
 NE0588
 NE0588                          STATION RECOVERY (1980)
 NE0588
 NE0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0588'RECOVERED IN GOOD CONDITION.
 NE0588
 NE0588                          STATION RECOVERY (1983)
 NE0588
 NE0588'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0588'MARK NOT FOUND.
 NE0588
 NE0588                          STATION RECOVERY (1986)
 NE0588
 NE0588'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0588'RECOVERED IN GOOD CONDITION.
 NE0588
 NE0588                          STATION RECOVERY (1987)
 NE0588
 NE0588'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0588'RECOVERED IN GOOD CONDITION.
 NE0588
 NE0588                          STATION RECOVERY (1988)
 NE0588
 NE0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0588'RECOVERED IN GOOD CONDITION.
 NE0588
 NE0588                          STATION RECOVERY (1989)
 NE0588
 NE0588'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0588'RECOVERED IN GOOD CONDITION.
 NE0588
 NE0588                          STATION RECOVERY (1999)
 NE0588
 NE0588'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0563 ***********************************************************************
 OJ0563  DESIGNATION -  HL MON 76 USE
 OJ0563  PID         -  OJ0563
 OJ0563  STATE/COUNTY-  MI/SAGINAW
 OJ0563  USGS QUAD   -  BAY CITY (1973)
 OJ0563
 OJ0563                         *CURRENT SURVEY CONTROL
 OJ0563  ___________________________________________________________________
 OJ0563* NAD 83(1986)-  43 30 54.     (N)    083 52 54.     (W)     SCALED    
 OJ0563* NAVD 88     -       179.975  (meters)     590.47   (feet)  ADJUSTED  
 OJ0563  ___________________________________________________________________
 OJ0563  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0563  DYNAMIC HT  -         179.939 (meters)     590.35  (feet)  COMP
 OJ0563  MODELED GRAV-     980,414.2   (mgal)                       NAVD 88
 OJ0563
 OJ0563  VERT ORDER  -  FIRST     CLASS 0
 OJ0563
 OJ0563.The horizontal coordinates were scaled from a topographic map and have
 OJ0563.an estimated accuracy of +/- 6 seconds.
 OJ0563
 OJ0563.The orthometric height was determined by differential leveling
 OJ0563.and adjusted by the National Geodetic Survey in June 1991..
 OJ0563
 OJ0563.The geoid height was determined by GEOID03.
 OJ0563
 OJ0563.The dynamic height is computed by dividing the NAVD 88
 OJ0563.geopotential number by the normal gravity value computed on the
 OJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0563.degrees latitude (g = 980.6199 gals.).
 OJ0563
 OJ0563.The modeled gravity was interpolated from observed gravity values.
 OJ0563
 OJ0563;                    North         East    Units  Estimated Accuracy
 OJ0563;SPC MI S     -   223,940.    4,039,210.      MT  (+/- 180 meters Scaled)
 OJ0563
 OJ0563                          SUPERSEDED SURVEY CONTROL
 OJ0563
 OJ0563  NGVD 29 (??/??/92)  180.120  (m)          590.94   (f) ADJ UNCH    1 0
 OJ0563
 OJ0563.Superseded values are not recommended for survey control.
 OJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0563.See file dsdata.txt to determine how the superseded data were derived.
 OJ0563
 OJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ670220(NAD 83)
 OJ0563_MARKER: DD = SURVEY DISK
 OJ0563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0563_SP_SET: CONCRETE
 OJ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0563
 OJ0563  HISTORY     - Date     Condition        Report By
 OJ0563  HISTORY     - 1937     MONUMENTED       USE
 OJ0563  HISTORY     - 1976     GOOD             NOS
 OJ0563  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0563  HISTORY     - 1984     GOOD             USPSQD
 OJ0563  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OJ0563  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OJ0563
 OJ0563                          STATION DESCRIPTION
 OJ0563
 OJ0563'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0563'3.0 MI SOUTH FROM BAY.
 OJ0563'3.0 MILES SOUTH ALONG HIGHWAY M13 FROM THE INTERSECTION OF MCGRAW ST.
 OJ0563'AT THE SOUTH END OF BAY CITY, ON THE EAST SIDE OF THE SAGINAW RIVER,
 OJ0563'ON WEST SIDE OF THE VETERANS MEMORIAL HIGHWAY M13, 1.1 MILE SOUTH OF
 OJ0563'CHEBOYGANING CREEK, 14.7 FT. NORTH OF HIGHWAY STATION 294 AND 31 AS
 OJ0563'MARKED ON WEST EDGE OF PAVEMENT, ON TOP OF CONCRETE PAVEMENT, 1.4 FT.
 OJ0563'EAST OF WEST EDGE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0563'DISK MARKING HARBOR LINE REFERENCE POINT 76 SET INTO THE CONCRETE.
 OJ0563
 OJ0563                          STATION RECOVERY (1983)
 OJ0563
 OJ0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0563'MARK NOT FOUND.
 OJ0563
 OJ0563                          STATION RECOVERY (1984)
 OJ0563
 OJ0563'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0563'RECOVERED IN GOOD CONDITION.
 OJ0563
 OJ0563                          STATION RECOVERY (1994)
 OJ0563
 OJ0563'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0563'MARK NOT FOUND.
 OJ0563
 OJ0563                          STATION RECOVERY (2001)
 OJ0563
 OJ0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0563'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0582 ***********************************************************************
 NE0582  DESIGNATION -  HL MON 88
 NE0582  PID         -  NE0582
 NE0582  STATE/COUNTY-  MI/WAYNE
 NE0582  USGS QUAD   -  WYANDOTTE (1981)
 NE0582
 NE0582                         *CURRENT SURVEY CONTROL
 NE0582  ___________________________________________________________________
 NE0582* NAD 83(1986)-  42 12 22.     (N)    083 08 44.     (W)     SCALED    
 NE0582* NAVD 88     -       175.720  (meters)     576.51   (feet)  ADJUSTED  
 NE0582  ___________________________________________________________________
 NE0582  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE0582  DYNAMIC HT  -         175.665 (meters)     576.33  (feet)  COMP
 NE0582  MODELED GRAV-     980,304.4   (mgal)                       NAVD 88
 NE0582
 NE0582  VERT ORDER  -  FIRST     CLASS II
 NE0582
 NE0582.The horizontal coordinates were scaled from a topographic map and have
 NE0582.an estimated accuracy of +/- 6 seconds.
 NE0582
 NE0582.The orthometric height was determined by differential leveling
 NE0582.and adjusted by the National Geodetic Survey in June 1991..
 NE0582
 NE0582.The geoid height was determined by GEOID03.
 NE0582
 NE0582.The dynamic height is computed by dividing the NAVD 88
 NE0582.geopotential number by the normal gravity value computed on the
 NE0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0582.degrees latitude (g = 980.6199 gals.).
 NE0582
 NE0582.The modeled gravity was interpolated from observed gravity values.
 NE0582
 NE0582;                    North         East    Units  Estimated Accuracy
 NE0582;SPC MI S     -    79,170.    4,100,840.      MT  (+/- 180 meters Scaled)
 NE0582
 NE0582                          SUPERSEDED SURVEY CONTROL
 NE0582
 NE0582  NGVD 29 (??/??/92)  175.897  (m)          577.09   (f) ADJ UNCH    1 2
 NE0582
 NE0582.Superseded values are not recommended for survey control.
 NE0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0582.See file dsdata.txt to determine how the superseded data were derived.
 NE0582
 NE0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG228748(NAD 83)
 NE0582_MARKER: DR = REFERENCE MARK DISK
 NE0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0582_STAMPING: 88 1930
 NE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0582+STABILITY: SURFACE MOTION
 NE0582
 NE0582  HISTORY     - Date     Condition        Report By
 NE0582  HISTORY     - 1930     MONUMENTED       USLS
 NE0582  HISTORY     - 1954     GOOD             NGS
 NE0582  HISTORY     - 1983     GOOD             USPSQD
 NE0582  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 NE0582  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0582  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0582  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0582  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0582
 NE0582                          STATION DESCRIPTION
 NE0582
 NE0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0582'AT WYANDOTTE.
 NE0582'AT WYANDOTTE, ON WEST BANK OF DETROIT RIVER, NEAR CENTER
 NE0582'OF EAST SIDE OF BISHOP PARK, ABOUT 0.2 MILE NORTH OF FOOT OF
 NE0582'OAK STREET, 21 1/2 FEET NORTHWEST OF SOUTHEAST CORNER OF CONCRETE
 NE0582'DOCK OF BISHOP PARK, 11 1/2 FEET NORTH OF SOUTH EDGE OF PIER,
 NE0582'IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU
 NE0582'AN 8-INCH MAN HOLE WHICH IS IN THE TOP OF A 4-FOOT CONCRETE
 NE0582'SLAB SET OVER MARK AND ABOUT 4 INCHES BELOW TOP OF CONCRETE
 NE0582'SLAB.
 NE0582
 NE0582                          STATION RECOVERY (1983)
 NE0582
 NE0582'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0582'RECOVERED IN GOOD CONDITION.
 NE0582
 NE0582                          STATION RECOVERY (1986)
 NE0582
 NE0582'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 NE0582'MARK NOT FOUND.
 NE0582
 NE0582                          STATION RECOVERY (1987)
 NE0582
 NE0582'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0582'MARK NOT FOUND.
 NE0582
 NE0582                          STATION RECOVERY (1988)
 NE0582
 NE0582'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0582'MARK NOT FOUND.
 NE0582
 NE0582                          STATION RECOVERY (1989)
 NE0582
 NE0582'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0582'MARK NOT FOUND.
 NE0582
 NE0582                          STATION RECOVERY (1999)
 NE0582
 NE0582'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0581 ***********************************************************************
 NE0581  DESIGNATION -  HL MON 89 USLS
 NE0581  PID         -  NE0581
 NE0581  STATE/COUNTY-  MI/WAYNE
 NE0581  USGS QUAD   -  WYANDOTTE (1981)
 NE0581
 NE0581                         *CURRENT SURVEY CONTROL
 NE0581  ___________________________________________________________________
 NE0581* NAD 83(1986)-  42 12 11.     (N)    083 08 48.     (W)     SCALED    
 NE0581* NAVD 88     -       175.701  (meters)     576.45   (feet)  ADJUSTED  
 NE0581  ___________________________________________________________________
 NE0581  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE0581  DYNAMIC HT  -         175.646 (meters)     576.27  (feet)  COMP
 NE0581  MODELED GRAV-     980,303.9   (mgal)                       NAVD 88
 NE0581
 NE0581  VERT ORDER  -  FIRST     CLASS II
 NE0581
 NE0581.The horizontal coordinates were scaled from a topographic map and have
 NE0581.an estimated accuracy of +/- 6 seconds.
 NE0581
 NE0581.The orthometric height was determined by differential leveling
 NE0581.and adjusted by the National Geodetic Survey in June 1991..
 NE0581.WARNING-Repeat measurements at this control monument indicate possible
 NE0581.vertical movement.
 NE0581
 NE0581.The geoid height was determined by GEOID03.
 NE0581
 NE0581.The dynamic height is computed by dividing the NAVD 88
 NE0581.geopotential number by the normal gravity value computed on the
 NE0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0581.degrees latitude (g = 980.6199 gals.).
 NE0581
 NE0581.The modeled gravity was interpolated from observed gravity values.
 NE0581
 NE0581;                    North         East    Units  Estimated Accuracy
 NE0581;SPC MI S     -    78,820.    4,100,750.      MT  (+/- 180 meters Scaled)
 NE0581
 NE0581                          SUPERSEDED SURVEY CONTROL
 NE0581
 NE0581  NGVD 29 (??/??/??)  175.879  (m)          577.03   (f) ADJUSTED    1 2
 NE0581
 NE0581.Superseded values are not recommended for survey control.
 NE0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0581.See file dsdata.txt to determine how the superseded data were derived.
 NE0581
 NE0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG227745(NAD 83)
 NE0581_MARKER: DR = REFERENCE MARK DISK
 NE0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0581_STAMPING: 89 1930
 NE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0581+STABILITY: SURFACE MOTION
 NE0581
 NE0581  HISTORY     - Date     Condition        Report By
 NE0581  HISTORY     - 1930     MONUMENTED       USLS
 NE0581  HISTORY     - 1954     GOOD             NGS
 NE0581  HISTORY     - 1980     GOOD             NGS
 NE0581  HISTORY     - 1983     SEE DESCRIPTION  LOCSUR
 NE0581  HISTORY     - 1987     GOOD             USPSQD
 NE0581  HISTORY     - 1988     GOOD             USPSQD
 NE0581  HISTORY     - 1989     GOOD             USPSQD
 NE0581  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0581
 NE0581                          STATION DESCRIPTION
 NE0581
 NE0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0581'AT WYANDOTTE.
 NE0581'AT WYANDOTTE, ABOUT 1 1/2 BLOCKS EAST ALONG OAK STREET FROM
 NE0581'INTERSECTION OF BIDDLE AVENUE, AT THE FOOT OF OAK STREET, 2.2
 NE0581'FEET WEST OF WEST FACE OF CONCRETE CURB ON TOP OF SEA WALL ON WEST
 NE0581'BANK OF DETROIT RIVER, 6 FEET NORTH OF CENTER LINE OF OAK STREET,
 NE0581'IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN
 NE0581'8-INCH MAN HOLE WHICH IS IN A 4-FOOT CONCRETE SLAB SET OVER
 NE0581'MARK AND ABOUT 4 INCHES BELOW THE TOP OF CONCRETE SLAB.
 NE0581
 NE0581                          STATION RECOVERY (1980)
 NE0581
 NE0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0581'RECOVERED IN GOOD CONDITION.
 NE0581
 NE0581                          STATION RECOVERY (1983)
 NE0581
 NE0581'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NE0581'THE AREA DISCRIBED IN THE DETAILED DESCRIPTION IS COVER BY BLACKTOP
 NE0581'FURTHER SEARCH WOULD HAVE REQUIRED DESTRCTION OF PART OF THE
 NE0581'BLACKTOP.
 NE0581
 NE0581                          STATION RECOVERY (1987)
 NE0581
 NE0581'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0581'RECOVERED IN GOOD CONDITION.
 NE0581
 NE0581                          STATION RECOVERY (1988)
 NE0581
 NE0581'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0581'RECOVERED IN GOOD CONDITION.
 NE0581
 NE0581                          STATION RECOVERY (1989)
 NE0581
 NE0581'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0581'RECOVERED IN GOOD CONDITION.
 NE0581
 NE0581                          STATION RECOVERY (1999)
 NE0581
 NE0581'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0578 ***********************************************************************
 NE0578  DESIGNATION -  HL MON 90
 NE0578  PID         -  NE0578
 NE0578  STATE/COUNTY-  MI/WAYNE
 NE0578  USGS QUAD   -  WYANDOTTE (1981)
 NE0578
 NE0578                         *CURRENT SURVEY CONTROL
 NE0578  ___________________________________________________________________
 NE0578* NAD 83(1986)-  42 11 58.     (N)    083 08 58.     (W)     SCALED    
 NE0578* NAVD 88     -       175.877  (meters)     577.02   (feet)  ADJUSTED  
 NE0578  ___________________________________________________________________
 NE0578  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NE0578  DYNAMIC HT  -         175.821 (meters)     576.84  (feet)  COMP
 NE0578  MODELED GRAV-     980,303.3   (mgal)                       NAVD 88
 NE0578
 NE0578  VERT ORDER  -  FIRST     CLASS II
 NE0578
 NE0578.The horizontal coordinates were scaled from a topographic map and have
 NE0578.an estimated accuracy of +/- 6 seconds.
 NE0578
 NE0578.The orthometric height was determined by differential leveling
 NE0578.and adjusted by the National Geodetic Survey in June 1991..
 NE0578
 NE0578.The geoid height was determined by GEOID03.
 NE0578
 NE0578.The dynamic height is computed by dividing the NAVD 88
 NE0578.geopotential number by the normal gravity value computed on the
 NE0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0578.degrees latitude (g = 980.6199 gals.).
 NE0578
 NE0578.The modeled gravity was interpolated from observed gravity values.
 NE0578
 NE0578;                    North         East    Units  Estimated Accuracy
 NE0578;SPC MI S     -    78,420.    4,100,530.      MT  (+/- 180 meters Scaled)
 NE0578
 NE0578                          SUPERSEDED SURVEY CONTROL
 NE0578
 NE0578  NGVD 29 (??/??/92)  176.056  (m)          577.61   (f) ADJ UNCH    1 2
 NE0578
 NE0578.Superseded values are not recommended for survey control.
 NE0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0578.See file dsdata.txt to determine how the superseded data were derived.
 NE0578
 NE0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG225741(NAD 83)
 NE0578_MARKER: DR = REFERENCE MARK DISK
 NE0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0578_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0578_STAMPING: 90 1930
 NE0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0578+STABILITY: SURFACE MOTION
 NE0578
 NE0578  HISTORY     - Date     Condition        Report By
 NE0578  HISTORY     - 1930     MONUMENTED       USLS
 NE0578  HISTORY     - 1954     GOOD             NGS
 NE0578  HISTORY     - 1983     GOOD             USPSQD
 NE0578  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0578  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0578  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0578  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0578
 NE0578                          STATION DESCRIPTION
 NE0578
 NE0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0578'AT WYANDOTTE.
 NE0578'AT WYANDOTTE, 1 1/2 BLOCKS EAST ALONG EUREKA STREET FROM
 NE0578'INTERSECTION OF BIDDLE AVENUE, AT FOOT OF EUREKA STREET, 166 1/2
 NE0578'FEET EAST OF EAST CURB OF VAN ALSTYNE AVENUE, 4 FEET SOUTH OF
 NE0578'SOUTH CURB OF EUREKA STREET, IN THE TOP OF A CONCRETE POST
 NE0578'ACCESS TO WHICH IS HAD THRU AN 8-INCH MAN HOLE WHICH IS IN A
 NE0578'4-FOOT CONCRETE SLAB SET OVER MARK AND ABOUT 6 INCHES BELOW
 NE0578'TOP OF CONCRETE SLAB.
 NE0578
 NE0578                          STATION RECOVERY (1983)
 NE0578
 NE0578'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0578'RECOVERED IN GOOD CONDITION.
 NE0578
 NE0578                          STATION RECOVERY (1987)
 NE0578
 NE0578'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0578'MARK NOT FOUND.
 NE0578
 NE0578                          STATION RECOVERY (1988)
 NE0578
 NE0578'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0578'MARK NOT FOUND.
 NE0578
 NE0578                          STATION RECOVERY (1989)
 NE0578
 NE0578'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0578'MARK NOT FOUND.
 NE0578
 NE0578                          STATION RECOVERY (1999)
 NE0578
 NE0578'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0575 ***********************************************************************
 NE0575  DESIGNATION -  HL MON 91
 NE0575  PID         -  NE0575
 NE0575  STATE/COUNTY-  MI/WAYNE
 NE0575  USGS QUAD   -  WYANDOTTE (1981)
 NE0575
 NE0575                         *CURRENT SURVEY CONTROL
 NE0575  ___________________________________________________________________
 NE0575* NAD 83(1986)-  42 11 59.     (N)    083 09 00.     (W)     SCALED    
 NE0575* NAVD 88     -       175.897  (meters)     577.09   (feet)  ADJUSTED  
 NE0575  ___________________________________________________________________
 NE0575  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NE0575  DYNAMIC HT  -         175.842 (meters)     576.91  (feet)  COMP
 NE0575  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 NE0575
 NE0575  VERT ORDER  -  FIRST     CLASS II
 NE0575
 NE0575.The horizontal coordinates were scaled from a topographic map and have
 NE0575.an estimated accuracy of +/- 6 seconds.
 NE0575
 NE0575.The orthometric height was determined by differential leveling
 NE0575.and adjusted by the National Geodetic Survey in June 1991..
 NE0575
 NE0575.The geoid height was determined by GEOID03.
 NE0575
 NE0575.The dynamic height is computed by dividing the NAVD 88
 NE0575.geopotential number by the normal gravity value computed on the
 NE0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0575.degrees latitude (g = 980.6199 gals.).
 NE0575
 NE0575.The modeled gravity was interpolated from observed gravity values.
 NE0575
 NE0575;                    North         East    Units  Estimated Accuracy
 NE0575;SPC MI S     -    78,450.    4,100,480.      MT  (+/- 180 meters Scaled)
 NE0575
 NE0575                          SUPERSEDED SURVEY CONTROL
 NE0575
 NE0575  NGVD 29 (??/??/92)  176.076  (m)          577.68   (f) ADJ UNCH    1 2
 NE0575
 NE0575.Superseded values are not recommended for survey control.
 NE0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0575.See file dsdata.txt to determine how the superseded data were derived.
 NE0575
 NE0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG224741(NAD 83)
 NE0575_MARKER: DR = REFERENCE MARK DISK
 NE0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0575_STAMPING: 91 1930
 NE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0575+STABILITY: SURFACE MOTION
 NE0575
 NE0575  HISTORY     - Date     Condition        Report By
 NE0575  HISTORY     - 1930     MONUMENTED       USLS
 NE0575  HISTORY     - 1954     GOOD             NGS
 NE0575  HISTORY     - 1983     GOOD             USPSQD
 NE0575  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0575  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0575  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0575  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0575
 NE0575                          STATION DESCRIPTION
 NE0575
 NE0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0575'AT WYANDOTTE.
 NE0575'AT WYANDOTTE, ABOUT 1 BLOCK EAST OF INTERSECTION OF BIDDLE
 NE0575'AVENUE AND EUREKA STREET, AT INTERSECTION OF EUREKA STREET AND
 NE0575'VAN ALSTYNE AVENUE, 4 FEET SOUTH OF SOUTH CURB OF EUREKA STREET,
 NE0575'18 1/2 FEET EAST OF EAST CURB OF VAN ALSTYNE AVENUE, IN THE
 NE0575'TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THRU AN 8-INCH
 NE0575'MAN HOLE COVER WHICH IS IN A 4-FOOT CONCRETE SLAB OVER MARK
 NE0575'AND ABOUT 5 INCHES BELOW THE CONCRETE SLAB.
 NE0575
 NE0575                          STATION RECOVERY (1983)
 NE0575
 NE0575'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0575'RECOVERED IN GOOD CONDITION.
 NE0575
 NE0575                          STATION RECOVERY (1987)
 NE0575
 NE0575'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0575'MARK NOT FOUND.
 NE0575
 NE0575                          STATION RECOVERY (1988)
 NE0575
 NE0575'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0575'MARK NOT FOUND.
 NE0575
 NE0575                          STATION RECOVERY (1989)
 NE0575
 NE0575'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0575'MARK NOT FOUND.
 NE0575
 NE0575                          STATION RECOVERY (1999)
 NE0575
 NE0575'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0574 ***********************************************************************
 NE0574  DESIGNATION -  HL MON 92 USLS
 NE0574  PID         -  NE0574
 NE0574  STATE/COUNTY-  MI/WAYNE
 NE0574  USGS QUAD   -  WYANDOTTE (1981)
 NE0574
 NE0574                         *CURRENT SURVEY CONTROL
 NE0574  ___________________________________________________________________
 NE0574* NAD 83(1986)-  42 11 51.     (N)    083 09 00.     (W)     SCALED    
 NE0574* NAVD 88     -       175.275  (meters)     575.05   (feet)  ADJUSTED  
 NE0574  ___________________________________________________________________
 NE0574  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NE0574  DYNAMIC HT  -         175.220 (meters)     574.87  (feet)  COMP
 NE0574  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 NE0574
 NE0574  VERT ORDER  -  FIRST     CLASS II
 NE0574
 NE0574.The horizontal coordinates were scaled from a topographic map and have
 NE0574.an estimated accuracy of +/- 6 seconds.
 NE0574
 NE0574.The orthometric height was determined by differential leveling
 NE0574.and adjusted by the National Geodetic Survey in June 1991..
 NE0574
 NE0574.The geoid height was determined by GEOID03.
 NE0574
 NE0574.The dynamic height is computed by dividing the NAVD 88
 NE0574.geopotential number by the normal gravity value computed on the
 NE0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0574.degrees latitude (g = 980.6199 gals.).
 NE0574
 NE0574.The modeled gravity was interpolated from observed gravity values.
 NE0574
 NE0574;                    North         East    Units  Estimated Accuracy
 NE0574;SPC MI S     -    78,200.    4,100,480.      MT  (+/- 180 meters Scaled)
 NE0574
 NE0574                          SUPERSEDED SURVEY CONTROL
 NE0574
 NE0574  NGVD 29 (??/??/92)  175.455  (m)          575.64   (f) ADJ UNCH    1 2
 NE0574
 NE0574.Superseded values are not recommended for survey control.
 NE0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0574.See file dsdata.txt to determine how the superseded data were derived.
 NE0574
 NE0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG224739(NAD 83)
 NE0574_MARKER: DR = REFERENCE MARK DISK
 NE0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0574_STAMPING: 92 1930
 NE0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0574+STABILITY: SURFACE MOTION
 NE0574
 NE0574  HISTORY     - Date     Condition        Report By
 NE0574  HISTORY     - 1930     MONUMENTED       USLS
 NE0574  HISTORY     - 1954     GOOD             NGS
 NE0574  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0574  HISTORY     - 1983     SEE DESCRIPTION  USPSQD
 NE0574  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0574  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0574  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0574  HISTORY     - 19990624 MARK NOT FOUND   USPSQD
 NE0574
 NE0574                          STATION DESCRIPTION
 NE0574
 NE0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 NE0574'AT WYANDOTTE.
 NE0574'AT WYANDOTTE, ABOUT 0.15 MILE EAST ALONG PINE STREET FROM THE
 NE0574'INTERSECTION OF BIDDLE STREET, AT FOOT OF PINE STREET, ABOUT
 NE0574'35 YARDS WEST OF WEST BANK OF TRENTON CHANNEL OF DETROIT RIVER,
 NE0574'20 FEET SOUTH OF CENTER LINE OF PINE STREET, 24 1/2 FEET NORTH
 NE0574'OF NORTH FENCE AROUND PROPERTY OF E.I. DU PONT-NEMOURS
 NE0574'ELECTRO-CHEMICAL PLANT, 26 FEET NORTHEAST OF CENTER OF THE
 NE0574'MOST EASTERLY OF GATES IN FENCE, 58 FEET EAST OF A TELEPHONE
 NE0574'CABLE POLE, IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD
 NE0574'THRU AN 8-INCH MAN HOLE WHICH IS IN A 4-FOOT CONCRETE SLAB OVER
 NE0574'THE MARK AND ABOUT 4 INCHES BELOW TOP OF CONCRETE SLAB.
 NE0574
 NE0574                          STATION RECOVERY (1980)
 NE0574
 NE0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0574'NOT RECOVERED, CONSIDERED DESTROYED AS THE ROAD HAS BEEN WIDEN,
 NE0574'A CIRCLE DRIVE IN AREA OF MARK AND NEW FENCE HAS BEEN PUT IN.
 NE0574
 NE0574                          STATION RECOVERY (1983)
 NE0574
 NE0574'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0574'RECOVERED AS DESCRIBED.
 NE0574
 NE0574                          STATION RECOVERY (1987)
 NE0574
 NE0574'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0574'MARK NOT FOUND.
 NE0574
 NE0574                          STATION RECOVERY (1988)
 NE0574
 NE0574'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0574'MARK NOT FOUND.
 NE0574
 NE0574                          STATION RECOVERY (1989)
 NE0574
 NE0574'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0574'MARK NOT FOUND.
 NE0574
 NE0574                          STATION RECOVERY (1999)
 NE0574
 NE0574'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0569 ***********************************************************************
 NE0569  DESIGNATION -  HL MON 99
 NE0569  PID         -  NE0569
 NE0569  STATE/COUNTY-  MI/WAYNE
 NE0569  USGS QUAD   -  WYANDOTTE (1981)
 NE0569
 NE0569                         *CURRENT SURVEY CONTROL
 NE0569  ___________________________________________________________________
 NE0569* NAD 83(1986)-  42 10 25.     (N)    083 09 52.     (W)     SCALED    
 NE0569* NAVD 88     -       179.132  (meters)     587.70   (feet)  ADJUSTED  
 NE0569  ___________________________________________________________________
 NE0569  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 NE0569  DYNAMIC HT  -         179.075 (meters)     587.52  (feet)  COMP
 NE0569  MODELED GRAV-     980,299.1   (mgal)                       NAVD 88
 NE0569
 NE0569  VERT ORDER  -  FIRST     CLASS 0
 NE0569
 NE0569.The horizontal coordinates were scaled from a topographic map and have
 NE0569.an estimated accuracy of +/- 6 seconds.
 NE0569
 NE0569.The orthometric height was determined by differential leveling
 NE0569.and adjusted by the National Geodetic Survey in June 1991..
 NE0569
 NE0569.The geoid height was determined by GEOID03.
 NE0569
 NE0569.The dynamic height is computed by dividing the NAVD 88
 NE0569.geopotential number by the normal gravity value computed on the
 NE0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0569.degrees latitude (g = 980.6199 gals.).
 NE0569
 NE0569.The modeled gravity was interpolated from observed gravity values.
 NE0569
 NE0569;                    North         East    Units  Estimated Accuracy
 NE0569;SPC MI S     -    75,530.    4,099,330.      MT  (+/- 180 meters Scaled)
 NE0569
 NE0569                          SUPERSEDED SURVEY CONTROL
 NE0569
 NE0569  NGVD 29 (??/??/92)  179.31   (m)          588.3    (f) COMPUTED    1 0
 NE0569
 NE0569.Superseded values are not recommended for survey control.
 NE0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0569.See file dsdata.txt to determine how the superseded data were derived.
 NE0569
 NE0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG212713(NAD 83)
 NE0569_MARKER: DD = SURVEY DISK
 NE0569_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0569_SP_SET: CONCRETE MONUMENT
 NE0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0569
 NE0569  HISTORY     - Date     Condition        Report By
 NE0569  HISTORY     - UNK      MONUMENTED       USLS
 NE0569  HISTORY     - 1970     GOOD             USLS
 NE0569
 NE0569                          STATION DESCRIPTION
 NE0569
 NE0569'DESCRIBED BY US LAKE SURVEY 1970
 NE0569'AT RIVERVIEW.
 NE0569'HL MON 99 IS AT RIVERVIEW, WAYNE COUNTY, MICHIGAN, AT WEST END
 NE0569'OF UPPER GROSSE ILE TOLL BRIDGE, 30.8 FEET WEST OF SOUTH BRIDGE
 NE0569'ABUTMENT, 12 FEET SOUTH OF CENTERLINE OF ROAD, BETWEEN EDGE OF
 NE0569'PAVEMENT AND CYCLONE FENCE, UNDER AN 8-INCH DIAMETER HAND HOLE
 NE0569'COVER, IN A WELL SET INTO A 4-FOOT SQUARE CONCRETE SLAB, BEING
 NE0569'HIGHEST POINT OVER CROSS AT CENTER OF A BRONZE DISC SET INTO
 NE0569'A CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0140 ***********************************************************************
 NE0140  DESIGNATION -  HL MON A 1 USLS
 NE0140  PID         -  NE0140
 NE0140  STATE/COUNTY-  MI/WAYNE
 NE0140  USGS QUAD   -  BELLE ISLE (1980)
 NE0140
 NE0140                         *CURRENT SURVEY CONTROL
 NE0140  ___________________________________________________________________
 NE0140* NAD 83(1986)-  42 21 59.     (N)    082 55 24.     (W)     SCALED    
 NE0140* NAVD 88     -       176.104  (meters)     577.77   (feet)  ADJUSTED  
 NE0140  ___________________________________________________________________
 NE0140  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0140  DYNAMIC HT  -         176.052 (meters)     577.60  (feet)  COMP
 NE0140  MODELED GRAV-     980,323.5   (mgal)                       NAVD 88
 NE0140
 NE0140  VERT ORDER  -  FIRST     CLASS 0
 NE0140
 NE0140.The horizontal coordinates were scaled from a topographic map and have
 NE0140.an estimated accuracy of +/- 6 seconds.
 NE0140
 NE0140.The orthometric height was determined by differential leveling
 NE0140.and adjusted by the National Geodetic Survey in June 1991..
 NE0140
 NE0140.The geoid height was determined by GEOID03.
 NE0140
 NE0140.The dynamic height is computed by dividing the NAVD 88
 NE0140.geopotential number by the normal gravity value computed on the
 NE0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0140.degrees latitude (g = 980.6199 gals.).
 NE0140
 NE0140.The modeled gravity was interpolated from observed gravity values.
 NE0140
 NE0140;                    North         East    Units  Estimated Accuracy
 NE0140;SPC MI S     -    97,260.    4,118,880.      MT  (+/- 180 meters Scaled)
 NE0140
 NE0140                          SUPERSEDED SURVEY CONTROL
 NE0140
 NE0140  NGVD 29 (??/??/??)  176.261  (m)          578.28   (f) ADJUSTED    1 0
 NE0140
 NE0140.Superseded values are not recommended for survey control.
 NE0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0140.See file dsdata.txt to determine how the superseded data were derived.
 NE0140
 NE0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG416922(NAD 83)
 NE0140_MARKER: DD = SURVEY DISK
 NE0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0140_SP_SET: WALL
 NE0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0140
 NE0140  HISTORY     - Date     Condition        Report By
 NE0140  HISTORY     - 1933     MONUMENTED       USLS
 NE0140  HISTORY     - 1970     GOOD             USLS
 NE0140  HISTORY     - 1980     GOOD             NGS
 NE0140
 NE0140                          STATION DESCRIPTION
 NE0140
 NE0140'DESCRIBED BY US LAKE SURVEY 1970
 NE0140'AT GROSSE POINTE PARK.
 NE0140'H L MON A 1 IS AT GROSSE POINTE PARK, WAYNE COUNTY, MICHIGAN, AT THE
 NE0140'SOUTHEAST END OF TROMBLEY ROAD, NEAR SOUTHWEST LINE OF THE ROAD, ON
 NE0140'TOP OF AN ANGLE IN A CONCRETE WALL, BEING HIGHEST POINT OVER CROSS
 NE0140'AT CENTER OF BRONZE DISC SET INTO THE CONCRETE.  NOTE-- PREV.
 NE0140'DESIG. BM H L MON A 1 1933.
 NE0140
 NE0140                          STATION RECOVERY (1980)
 NE0140
 NE0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0140'IN GROSSE POINTE PARK, 0.24 KM (0.15 MILE) SOUTHEAST OF THE JUNCTION
 NE0140'OF WINDMILL POINTE DRIVE AND TROMBLEY ROAD, SET A TOP THE APROXIMATE
 NE0140'EXTENDED CENTER LINE OF TROMBLEY ROAD, 0.3 METERS (1.0 FEET) NORTHWEST
 NE0140'OF THE SOUTHEAST EDGE OF THE SEAWALL.
 NE0140'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0151 ***********************************************************************
 NE0151  DESIGNATION -  HL MON B 1
 NE0151  PID         -  NE0151
 NE0151  STATE/COUNTY-  MI/WAYNE
 NE0151  USGS QUAD   -  GROSSE POINTE (1983)
 NE0151
 NE0151                         *CURRENT SURVEY CONTROL
 NE0151  ___________________________________________________________________
 NE0151* NAD 83(1986)-  42 24 25.     (N)    082 53 14.     (W)     SCALED    
 NE0151* NAVD 88     -       178.222  (meters)     584.72   (feet)  ADJUSTED  
 NE0151  ___________________________________________________________________
 NE0151  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0151  DYNAMIC HT  -         178.170 (meters)     584.55  (feet)  COMP
 NE0151  MODELED GRAV-     980,327.2   (mgal)                       NAVD 88
 NE0151
 NE0151  VERT ORDER  -  FIRST     CLASS 0
 NE0151
 NE0151.The horizontal coordinates were scaled from a topographic map and have
 NE0151.an estimated accuracy of +/- 6 seconds.
 NE0151
 NE0151.The orthometric height was determined by differential leveling
 NE0151.and adjusted by the National Geodetic Survey in June 1991..
 NE0151
 NE0151.The geoid height was determined by GEOID03.
 NE0151
 NE0151.The dynamic height is computed by dividing the NAVD 88
 NE0151.geopotential number by the normal gravity value computed on the
 NE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0151.degrees latitude (g = 980.6199 gals.).
 NE0151
 NE0151.The modeled gravity was interpolated from observed gravity values.
 NE0151
 NE0151;                    North         East    Units  Estimated Accuracy
 NE0151;SPC MI S     -   101,810.    4,121,780.      MT  (+/- 180 meters Scaled)
 NE0151
 NE0151                          SUPERSEDED SURVEY CONTROL
 NE0151
 NE0151  NGVD 29 (??/??/92)  178.38   (m)          585.2    (f) COMPUTED    1 0
 NE0151
 NE0151.Superseded values are not recommended for survey control.
 NE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0151.See file dsdata.txt to determine how the superseded data were derived.
 NE0151
 NE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG447966(NAD 83)
 NE0151_MARKER: DD = SURVEY DISK
 NE0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0151_SP_SET: CONCRETE SLAB
 NE0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0151
 NE0151  HISTORY     - Date     Condition        Report By
 NE0151  HISTORY     - 1933     MONUMENTED       USLS
 NE0151  HISTORY     - 1970     GOOD             USLS
 NE0151
 NE0151                          STATION DESCRIPTION
 NE0151
 NE0151'DESCRIBED BY US LAKE SURVEY 1970
 NE0151'AT GROSSE POINTE FARMS.
 NE0151'H L MON B 1 IS AT GROSSE POINTE FARMS, WAYNE COUNTY, MICHIGAN, ON THE
 NE0151'NORTHWEST SIDE OF LAKE SHORE ROAD, 133 FEET SOUTHWEST OF MOROSS
 NE0151'ROAD, 8.9 FEET NORTHWEST OF NORTHWEST CURB OF LAKE SHORE ROAD,
 NE0151'IN AN 8-INCH WELL IN A 4-FOOT SQUARE CONCRETE SLAB, BEING
 NE0151'HIGHEST POINT OVER CROSS IN CENTER OF BRONZE DISC SET INTO THE
 NE0151'CONCRETE HARBOR LINE MONUMENT.  NOTE-- PREV. DESIG. BM H L MON
 NE0151'B 1 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0153 ***********************************************************************
 NE0153  DESIGNATION -  HL MON B 3
 NE0153  PID         -  NE0153
 NE0153  STATE/COUNTY-  MI/WAYNE
 NE0153  USGS QUAD   -  GROSSE POINTE (1983)
 NE0153
 NE0153                         *CURRENT SURVEY CONTROL
 NE0153  ___________________________________________________________________
 NE0153* NAD 83(1994)-  42 25 51.88664(N)    082 52 38.20810(W)     ADJUSTED  
 NE0153* NAVD 88     -       177.591  (meters)     582.65   (feet)  ADJUSTED  
 NE0153  ___________________________________________________________________
 NE0153  X           -     584,627.677 (meters)                     COMP
 NE0153  Y           -  -4,678,544.952 (meters)                     COMP
 NE0153  Z           -   4,281,163.608 (meters)                     COMP
 NE0153  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 NE0153  ELLIP HEIGHT-         142.97  (meters)          (07/12/02) GPS OBS
 NE0153  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0153  DYNAMIC HT  -         177.540 (meters)     582.48  (feet)  COMP
 NE0153  MODELED GRAV-     980,329.2   (mgal)                       NAVD 88
 NE0153
 NE0153  HORZ ORDER  -  FIRST
 NE0153  VERT ORDER  -  FIRST     CLASS 0
 NE0153  ELLP ORDER  -  FOURTH    CLASS I
 NE0153
 NE0153.The horizontal coordinates were established by GPS observations
 NE0153.and adjusted by the National Geodetic Survey in February 1997..
 NE0153
 NE0153.The orthometric height was determined by differential leveling
 NE0153.and adjusted by the National Geodetic Survey in June 1991..
 NE0153
 NE0153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0153
 NE0153.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0153
 NE0153.The ellipsoidal height was determined by GPS observations
 NE0153.and is referenced to NAD 83.
 NE0153
 NE0153.The geoid height was determined by GEOID03.
 NE0153
 NE0153.The dynamic height is computed by dividing the NAVD 88
 NE0153.geopotential number by the normal gravity value computed on the
 NE0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0153.degrees latitude (g = 980.6199 gals.).
 NE0153
 NE0153.The modeled gravity was interpolated from observed gravity values.
 NE0153
 NE0153;                    North         East     Units Scale Factor Converg.
 NE0153;SPC MI S     -   104,506.102 4,122,546.490   MT  0.99993807   +1 00 48.9
 NE0153;SPC MI S     -   342,867.79 13,525,414.99   iFT  0.99993807   +1 00 48.9
 NE0153;UTM  17      - 4,699,347.473   345,579.349   MT  0.99989340   -1 16 00.7
 NE0153
 NE0153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0153!SPC MI S     -   0.99997758  x   0.99993807  =   0.99991565
 NE0153!UTM  17      -   0.99997758  x   0.99989340  =   0.99987098
 NE0153
 NE0153                          SUPERSEDED SURVEY CONTROL
 NE0153
 NE0153  ELLIP H (02/03/97)  143.02   (m)                       GP(       ) 4 1
 NE0153  NAD 83(1986)-  42 25 51.89073(N)    082 52 38.24052(W) AD(       ) 1
 NE0153  NAVD 88 (08/09/96)  177.59   (m)          582.6    (f) LEVELING    3  
 NE0153  NGVD 29 (??/??/??)  177.743  (m)          583.15   (f) ADJUSTED    1 0
 NE0153
 NE0153.Superseded values are not recommended for survey control.
 NE0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0153.See file dsdata.txt to determine how the superseded data were derived.
 NE0153
 NE0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG4557999347(NAD 83)
 NE0153_MARKER: DD = SURVEY DISK
 NE0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0153_STAMPING: B3 1930
 NE0153_MARK LOGO: USLS  
 NE0153_PROJECTION: RECESSED 10 CENTIMETERS
 NE0153_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0153+STABILITY: SURFACE MOTION
 NE0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0153+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2001
 NE0153
 NE0153  HISTORY     - Date     Condition        Report By
 NE0153  HISTORY     - 1933     MONUMENTED       USLS
 NE0153  HISTORY     - 1970     GOOD             USLS
 NE0153  HISTORY     - 1980     GOOD             NGS
 NE0153  HISTORY     - 19930714 GOOD             MIDT
 NE0153  HISTORY     - 19931115 GOOD             USDA
 NE0153  HISTORY     - 19941115 GOOD             LOCENG
 NE0153  HISTORY     - 20010718 GOOD             INDIV
 NE0153
 NE0153                          STATION DESCRIPTION
 NE0153
 NE0153'DESCRIBED BY US LAKE SURVEY 1970
 NE0153'AT GROSSE POINTE SHORES.
 NE0153'H L MON B 3 IS AT GROSSE POINTE SHORES, WAYNE COUNTY, MICHIGAN, ON THE
 NE0153'LAKE SIDE OF LAKE SHORE ROAD, ABOUT 1/2 MILE SOUTH OF VERNIER ROAD,
 NE0153'350 FEET NORTH OF LOCHMOORE BOULEVARD, NEAR LAKE SHORE ROAD
 NE0153'CURB, IN AN 8-INCH WELL IN A 4-FOOT SQUARE CONCRETE SLAB, BEING
 NE0153'HIGHEST POINT OVER CROSS IN CENTER OF BRONZE DISC SET INTO THE
 NE0153'CONCRETE HARBOR LINE MONUMENT.  NOTE-- PREV. DESIG. BM H L MON
 NE0153'B 3 1933.
 NE0153
 NE0153                          STATION RECOVERY (1980)
 NE0153
 NE0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0153'IN GROSSE POINTE SHORES, 0.08 KILOMETER (0.05 MILE) NORTH ALONG
 NE0153'LAKE SHORE DRIVE FROM THE JUNCTION OF LOCHMOOR BLVD. AT THE JUNCTION
 NE0153'OF STRATION PLACE, 0.75 METERS (2.5 FEET) EAST OF THE EAST CURB OF
 NE0153'THE NORTH BOUND LANES OF LAKE SHORE DRIVE, 11.6 METERS (38 FEET)
 NE0153'SOUTH OF THE EXTENDED CENTER OF STRATION PLACE.  NOTE, MARK IS
 NE0153'A CONCRETE POST, WITH AN ACCESS COVER, AND IS PROTECTED BY A
 NE0153'4 BY 4-FOOT CONCRETE SLAB.
 NE0153'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0153
 NE0153                          STATION RECOVERY (1993)
 NE0153
 NE0153'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE0153'STATION IS IN QUAD 420824 AND IS ON THE GROSSE POINTE QUADRANGLE MAP.
 NE0153'IT IS IN PRIVATE CLAIM 577, T-1-S, R-13-E, IN THE CITY OF GROSSE
 NE0153'POINTE SHORES.  STATION IS ON EAST SIDE OF LAKESHORE DRIVE, ABOUT 350
 NE0153'FT (106.7 M) NORTH OF LOCHMORE BOULEVARD, AT THE JUNCTION OF STRATON
 NE0153'PLACE.STATION IS ABOUT 9 MI (14.5 KM) EAST OF HAMTRAMCK, ABOUT 9 MI
 NE0153'(14.5 KM) SOUTHEAST OF WARREN, ABOUT 4.0 MI (6.4 KM) NORTHEAST OF
 NE0153'GROSSE POINT PARK AND ABOUT 11 MI (17.7 KM) SOUTH OF MOUNT CLEMENS. TO
 NE0153'REACH THE STATION FROM THE INTERSECTION OF VERNIER ROAD AND LAKESHORE
 NE0153'DRIVE, IN THE CITY OF GROSSE POINTE SHORES, GO SOUTH 0.3 MI (0.5 KM)
 NE0153'ALONG LAKESHORE DRIVE TO STATION ON THE LEFT AS DESCRIBED. STATION IS
 NE0153'46.8 FT (14.3 M) WESTERLY FROM THE EASTERLY EDGE OF SEAWALL AT THE
 NE0153'TOP, 76.0 FT (23.2 M) SOUTHERLY FROM THE SOUTH FACE OF 3.0 FT (0.9 M)
 NE0153'DIAMETER ELM TREE, 38.0 FT (11.6 M) SOUTHERLY FROM THE CENTER OF
 NE0153'STRATON PLACE STREET EXTENDED, AND 2.5 FT (0.8 M) EASTERLY FROM THE
 NE0153'EASTERLY EDGE OF CURB FOR LAKESHORE DRIVE.  THERE IS NO WITNESS SIGN
 NE0153'POST.
 NE0153
 NE0153                          STATION RECOVERY (1993)
 NE0153
 NE0153'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0153'RECOVERED AS DESCRIBED.
 NE0153
 NE0153                          STATION RECOVERY (1994)
 NE0153
 NE0153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0153'RECOVERED AS DESCRIBED.
 NE0153
 NE0153                          STATION RECOVERY (2001)
 NE0153
 NE0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 NE0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1398 ***********************************************************************
 NF1398  DESIGNATION -  HOAG
 NF1398  PID         -  NF1398
 NF1398  STATE/COUNTY-  MI/CALHOUN
 NF1398  USGS QUAD   -  SPRINGPORT (1981)
 NF1398
 NF1398                         *CURRENT SURVEY CONTROL
 NF1398  ___________________________________________________________________
 NF1398* NAD 83(1994)-  42 24 34.55815(N)    084 44 04.65869(W)     ADJUSTED  
 NF1398* NAVD 88     -       304.2    (meters)     998.     (feet)  VERTCON   
 NF1398  ___________________________________________________________________
 NF1398  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 NF1398  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NF1398
 NF1398  HORZ ORDER  -  FIRST
 NF1398
 NF1398.The horizontal coordinates were established by classical geodetic methods
 NF1398.and adjusted by the National Geodetic Survey in February 1997..
 NF1398
 NF1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1398
 NF1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1398
 NF1398.The geoid height was determined by GEOID03.
 NF1398
 NF1398;                    North         East     Units Scale Factor Converg.
 NF1398;SPC MI S     -   101,102.425 3,969,712.340   MT  0.99994109   -0 15 01.5
 NF1398;SPC MI S     -   331,700.87 13,023,990.62   iFT  0.99994109   -0 15 01.5
 NF1398;UTM  16      - 4,697,741.255   686,409.272   MT  1.00002755   +1 31 41.8
 NF1398
 NF1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1398!SPC MI S     -   0.99995763  x   0.99994109  =   0.99989872
 NF1398!UTM  16      -   0.99995763  x   1.00002755  =   0.99998518
 NF1398
 NF1398:                Primary Azimuth Mark                     Grid Az
 NF1398:SPC MI S     -  HOAG 1970 AZ MK 1976                     007 47 11.3
 NF1398:UTM  16      -  HOAG 1970 AZ MK 1976                     006 00 28.0
 NF1398
 NF1398|---------------------------------------------------------------------|
 NF1398| PID    Reference Object                     Distance      Geod. Az  |
 NF1398|                                                           dddmmss.s |
 NF1398| NF1400 HOAG 1970 AZ MK 1976                APPROX. 0.7 KM 0073209.8 |
 NF1398| NF1395 ONONDAGA TV STA WMSB WILX MAST      APPROX.13.8 KM 0743426.3 |
 NF1398| CH0299 HOAG RM 1                            27.342 METERS 08749     |
 NF1398| NF1399 SPRINGPORT MUN TANK                 APPROX. 4.6 KM 1413224.6 |
 NF1398| CH0300 HOAG RM 2                            17.968 METERS 20545     |
 NF1398|---------------------------------------------------------------------|
 NF1398
 NF1398                          SUPERSEDED SURVEY CONTROL
 NF1398
 NF1398  NAD 83(1986)-  42 24 34.55718(N)    084 44 04.67695(W) AD(       ) 1
 NF1398  NAD 27      -  42 24 34.41510(N)    084 44 04.73913(W) AD(       ) 1
 NF1398  NGVD 29 (07/19/86)  304.3    (m)          998.     (f) VERT ANG       
 NF1398
 NF1398.Superseded values are not recommended for survey control.
 NF1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1398.See file dsdata.txt to determine how the superseded data were derived.
 NF1398
 NF1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8640997741(NAD 83)
 NF1398_MARKER: DS = TRIANGULATION STATION DISK
 NF1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1398_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1398
 NF1398  HISTORY     - Date     Condition        Report By
 NF1398  HISTORY     - 1970     MONUMENTED       NGS
 NF1398  HISTORY     - 1976     GOOD             NGS
 NF1398  HISTORY     - 1981     GOOD             MIDH
 NF1398  HISTORY     - 20050918 MARK NOT FOUND   USPSQD
 NF1398
 NF1398                          STATION DESCRIPTION
 NF1398
 NF1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1398'THE STATION IS ABOUT 8 MILES SOUTHWEST OF EATON RAPIDS, 9-1/2 MILES
 NF1398'EAST-SOUTHEAST OF
 NF1398'OLIVET AND 3 MILES NORTHWEST OF SPRINGPORT.  IT IS IN
 NF1398'THE SOUTHWEST 1/4 OF SECTION 1, T. 1
 NF1398'S., R. 4 W. AND ON PROPERTY OF MR.
 NF1398'VERNON HOAG WHO LIVES AT THE STATION SITE.  HIS PHONE
 NF1398'NUMBER IS (517)
 NF1398'857-5041.
 NF1398'
 NF1398'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGPORT, GO NORTH
 NF1398'ON MAPLE STREET
 NF1398'WHICH BECOMES HOLIBAUGH ROAD FOR 1.9 MILES TO A CROSSROAD.
 NF1398'TURN LEFT AND GO WEST ON PETERS
 NF1398'ROAD FOR 1.0 MILE TO A FORK.
 NF1398'BEAR LEFT AND CONTINUE WEST ON V. DRIVE NO. FOR
 NF1398'0.7 MILE TO A T-ROAD.
 NF1398'TURN LEFT AND GO SOUTH ON 29-1/2 MILE ROAD FOR 0.2 MILE TO A
 NF1398'DRIVEWAY ON THE
 NF1398'RIGHT.  TURN RIGHT, GO WEST AND NORTH PASSING TO THE EAST OF A
 NF1398'MOBILE HOME AND A HOUSE
 NF1398'FOR 0.1 MILE, THEN BEAR LEFT FOR ABOUT 150 FEET
 NF1398'TO THE TOP OF THE HILL AND THE STATION.
 NF1398'
 NF1398'STATION MARKS ARE STANDARD DISKS STAMPED HOAG 1970.  THE SURFACE
 NF1398'DISK IS SET IN THE
 NF1398'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 NF1398'PROJECTS 2 INCHES ABOVE THE GROUND
 NF1398'SURFACE.  IT IS 160 FEET WEST-SOUTHWEST
 NF1398'OF THE SOUTHWEST CORNER OF MR. HOAGS HOUSE, 3.5 FEET
 NF1398'SOUTH OF A
 NF1398'METAL WITNESS POST AND ON THE NORTH EDGE OF A WOODED AREA.  THE
 NF1398'UNDERGROUND MARK IS
 NF1398'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 NF1398'42 INCHES BELOW THE GROUND SURFACE.
 NF1398'
 NF1398'REFERENCE MARK 1, A STANDARD DISK STAMPED HOAG RM 1 1970, IS SET
 NF1398'IN THE TOP OF A
 NF1398'12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 NF1398'GROUND SURFACE.  IT IS 88 FEET
 NF1398'EAST OF THE METAL WITNESS POST, 79.5
 NF1398'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NF1398'HOUSE AND IN THE SOUTHWEST
 NF1398'CORNER OF MR. HOAGS LAWN.
 NF1398'
 NF1398'REFERENCE MARK 2, A STANDARD DISK STAMPED HOAG RM 2 1970, IS SET
 NF1398'IN THE TOP OF A
 NF1398'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1398'10 INCHES ABOVE THE GROUND
 NF1398'SURFACE.  IT IS 62.3 FEET SOUTH-SOUTHWEST
 NF1398'OF THE METAL WITNESS POST.
 NF1398'
 NF1398'THE AZIMUTH MARK, A STANDARD DISK STAMPED HOAG 1970, IS SET IN
 NF1398'THE TOP OF A
 NF1398'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 NF1398'INCHES ABOVE THE GROUND
 NF1398'SURFACE.  IT IS 27 FEET WEST OF THE CENTER OF
 NF1398'29-1/2 MILE ROAD AND 1.5 FEET SOUTH OF A
 NF1398'TELEPHONE POLE.
 NF1398'
 NF1398'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON 29-1/2
 NF1398'MILE ROAD FOR 0.3
 NF1398'MILE TO THE MARK ON THE LEFT.
 NF1398'
 NF1398'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 NF1398
 NF1398                          STATION RECOVERY (1976)
 NF1398
 NF1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1398'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1398'RECOVERED.  DISTANCE AND DIRECTION TO REFERENCE MARK 1 COMPARED
 NF1398'FAVORABLY WITH THE 1970 OBSERVATIONS, AS DID THE DIRECTION TO THE
 NF1398'AZIMUTH MARK.  HOWEVER, REFERENCE MARK 2 HAS BEEN STRUCK AND WAS
 NF1398'CHIPPED BUT IS STILL SOLID.  THE DIRECTION COMPARED FAVORABLY,
 NF1398'BUT THE DISTANCE WAS 0.019 METER LONGER THAN THE 1970
 NF1398'OBSERVATIONS.  A NEW METAL WITNESS POST WAS SET AT THIS TIME.
 NF1398'FOLLOWING IS A NEW DESCRIPTION.
 NF1398'
 NF1398'STATION IS ABOUT 8 MILES SOUTHWEST OF EATON RAPIDS, 10 MILES
 NF1398'EAST-SOUTHEAST OF OLIVET AND 3 MILES NORTHWEST OF SPRINGPORT, ON
 NF1398'ABOUT THE HIGHEST POINT OF A LOW HILL AND ON PROPERTY OF NEEL HOAG,
 NF1398'WHO LIVES AT THE STATION SITE.  HIS PHONE NUMBER IS 857-2858.
 NF1398'
 NF1398'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGPORT, GO NORTH
 NF1398'ON GRAND STREET, (WHICH BECOMES HOLIBAUGH ROAD) FOR 1.9 MILES TO A
 NF1398'CROSSROAD.  TURN LEFT AND GO WEST ON PETERS ROAD FOR 1.0 MILE TO A
 NF1398'FORK.  BEAR LEFT AND CONTINUE WEST ON PETERS ROAD FOR 0.7 MILE TO
 NF1398'A T-ROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT
 NF1398'AND GO NORTH ON 29-1/2 MILE ROAD FOR 0.3 MILE TO THE MARK ON THE
 NF1398'LEFT.) TURN LEFT AND GO SOUTH ON 29-1/2 MILE ROAD FOR 0.1 MILE TO
 NF1398'A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST AND NORTHWEST,
 NF1398'ACROSS A YARD TO THE NORTH EDGE OF A WOODED AREA, THE TOP OF THE
 NF1398'HILL AND THE STATION.
 NF1398'
 NF1398'STATION MARK IS A STANDARD DISK, STAMPED HOAG 1970, SET IN THE TOP
 NF1398'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES.
 NF1398'IT IS 160 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 NF1398'AND 1.8 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 NF1398'
 NF1398'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOAG RM 1 1970, SET IN
 NF1398'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1398'WITH THE GROUND.  IT IS 90 FEET EAST OF THE WITNESS POST AND 79.5
 NF1398'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE.
 NF1398'
 NF1398'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOAG RM 2 1970, SET IN
 NF1398'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 NF1398'10 INCHES ABOVE THE GROUND.  IT IS 60.5 FEET SOUTH-SOUTHWEST OF THE
 NF1398'WITNESS POST.
 NF1398'
 NF1398'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOAG 1970, SET IN THE TOP
 NF1398'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1398'GROUND.  IT IS 28 FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET
 NF1398'SOUTH OF A TELEPHONE LINE POLE AND 1.5 FEET NORTH OF A METAL WITNESS
 NF1398'POST.
 NF1398'
 NF1398'NO RE-ENFORCEMENT ROAD SET AT REQUEST OF PROPERTY OWNER.
 NF1398'
 NF1398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NW OF
 NF1398'SPRINGPORT.
 NF1398'
 NF1398'HEIGHT OF LIGHT ABOVE STATION MARK 98.8 FEET.
 NF1398
 NF1398                          STATION RECOVERY (1981)
 NF1398
 NF1398'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF1398'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 NF1398'
 NF1398'THE 1970 TO REACH IS VALID.  FOLLOWING ARE ADDITIONAL WITNESSES.
 NF1398'
 NF1398'THE STATION IS 32 FEET NORTHEAST FROM A 15 INCH WALNUT, 12 FEET EAST
 NF1398'FROM A 15 INCH WALNUT, 15 FEET NORTHWEST FROM THE MOST NORTHERLY TREE
 NF1398'IN A ROW OF PINES, 7 FEET SOUTH FROM AN EAST WEST FENCE.
 NF1398
 NF1398                          STATION RECOVERY (2005)
 NF1398
 NF1398'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1398'SINCE LAST RECOVERED, 1981, MUCH CONSTRUCTION HAS OCCURRED WITH MUCH
 NF1398'LOSS OF IDENTIFYING TOPOGRAPHY. DISCUSSION WITH LOCALS REVEALS NO
 NF1398'KNOWLEDGE OF THE BENCH MARKS OR OF WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1400 ***********************************************************************
 NF1400  DESIGNATION -  HOAG 1970 AZ MK 1976
 NF1400  PID         -  NF1400
 NF1400  STATE/COUNTY-  MI/CALHOUN
 NF1400  USGS QUAD   -  SPRINGPORT (1981)
 NF1400
 NF1400                         *CURRENT SURVEY CONTROL
 NF1400  ___________________________________________________________________
 NF1400* NAD 83(1994)-  42 24 57.58932(N)    084 44 00.54675(W)     ADJUSTED  
 NF1400* NAVD 88     -       296.3    (meters)     972.     (feet)  VERTCON   
 NF1400  ___________________________________________________________________
 NF1400  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 NF1400  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 NF1400
 NF1400  HORZ ORDER  -  SECOND
 NF1400
 NF1400.The horizontal coordinates were established by classical geodetic methods
 NF1400.and adjusted by the National Geodetic Survey in February 1997..
 NF1400
 NF1400.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1400
 NF1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1400
 NF1400.The geoid height was determined by GEOID03.
 NF1400
 NF1400;                    North         East     Units Scale Factor Converg.
 NF1400;SPC MI S     -   101,812.614 3,969,809.452   MT  0.99994017   -0 14 58.7
 NF1400;SPC MI S     -   334,030.89 13,024,309.23   iFT  0.99994017   -0 14 58.7
 NF1400;UTM  16      - 4,698,454.178   686,484.300   MT  1.00002790   +1 31 45.2
 NF1400
 NF1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1400!SPC MI S     -   0.99995887  x   0.99994017  =   0.99989904
 NF1400!UTM  16      -   0.99995887  x   1.00002790  =   0.99998677
 NF1400
 NF1400|---------------------------------------------------------------------|
 NF1400| PID    Reference Object                     Distance      Geod. Az  |
 NF1400|                                                           dddmmss.s |
 NF1400| NF1401 HOAG 1970 AZ MK A PT                  6.827 METERS 14022     |
 NF1400| NF1398 HOAG                                APPROX. 0.7 KM 1873212.6 |
 NF1400|---------------------------------------------------------------------|
 NF1400
 NF1400                          SUPERSEDED SURVEY CONTROL
 NF1400
 NF1400  NAD 83(1986)-  42 24 57.58834(N)    084 44 00.56503(W) AD(       ) 2
 NF1400  NAD 27      -  42 24 57.44661(N)    084 44 00.62731(W) AD(       ) 2
 NF1400  NGVD 29 (07/19/86)  296.4    (m)          972.     (f) VERT ANG       
 NF1400
 NF1400.Superseded values are not recommended for survey control.
 NF1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1400.See file dsdata.txt to determine how the superseded data were derived.
 NF1400
 NF1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8648498454(NAD 83)
 NF1400_MARKER: DZ = AZIMUTH MARK DISK
 NF1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1400+STABILITY: SURFACE MOTION
 NF1400
 NF1400  HISTORY     - Date     Condition        Report By
 NF1400  HISTORY     - 1976     MONUMENTED       NGS
 NF1400  HISTORY     - 20050918 MARK NOT FOUND   USPSQD
 NF1400
 NF1400                          STATION DESCRIPTION
 NF1400
 NF1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1400'STATION MARK IS A STANDARD DISK, STAMPED HOAG 1970, SET IN THE TOP
 NF1400'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1400'GROUND.  IT IS 28 FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET
 NF1400'SOUTH OF A TELEPHONE LINE POLE AND 1.5 FEET NORTH OF A METAL
 NF1400'WITNESS POST.
 NF1400
 NF1400                          STATION RECOVERY (2005)
 NF1400
 NF1400'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1400'SINCE MONUMENTED, 1976, MUCH CONSTRUCTION HAS OCCURRED WITH MUCH
 NF1400'LOSS OF IDENTIFYING TOPOGRAPHY. DISCUSSION WITH LOCALS REVEALS NO
 NF1400'KNOWLEDGE OF THE BENCH MARKS OR OF WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 TY7762 ***********************************************************************
 TY7762  DESIGNATION -  HOATSON MIGS 1934
 TY7762  PID         -  TY7762
 TY7762  STATE/COUNTY-  MI/KEWEENAW
 TY7762  USGS QUAD   -  FORT WILKINS (1975)
 TY7762
 TY7762                         *CURRENT SURVEY CONTROL
 TY7762  ___________________________________________________________________
 TY7762* NAD 83(1994)-  47 23 38.31311(N)    087 52 00.93447(W)     ADJUSTED  
 TY7762* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 TY7762  ___________________________________________________________________
 TY7762  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 TY7762  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 TY7762
 TY7762  HORZ ORDER  -  THIRD
 TY7762
 TY7762.The horizontal coordinates were established by classical geodetic methods
 TY7762.and adjusted by the National Geodetic Survey in February 1997..
 TY7762
 TY7762.The orthometric height was scaled from a topographic map.
 TY7762
 TY7762.The Laplace correction was computed from DEFLEC99 derived deflections.
 TY7762
 TY7762.The geoid height was determined by GEOID03.
 TY7762
 TY7762;                    North         East     Units Scale Factor Converg.
 TY7762;SPC MI N     -   290,537.218 7,934,546.663   MT  1.00009075   -0 37 35.8
 TY7762;SPC MI N     -   953,206.10 26,031,977.24   iFT  1.00009075   -0 37 35.8
 TY7762;UTM  16      - 5,249,311.036   434,577.682   MT  0.99965260   -0 38 17.2
 TY7762
 TY7762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 TY7762!SPC MI N     -   0.99997642  x   1.00009075  =   1.00006716
 TY7762!UTM  16      -   0.99997642  x   0.99965260  =   0.99962902
 TY7762
 TY7762:                Primary Azimuth Mark                     Grid Az
 TY7762:SPC MI N     -  COLLINS MIGS 1934                        259 22 23.2
 TY7762:UTM  16      -  COLLINS MIGS 1934                        259 23 04.6
 TY7762
 TY7762|---------------------------------------------------------------------|
 TY7762| PID    Reference Object                     Distance      Geod. Az  |
 TY7762|                                                           dddmmss.s |
 TY7762| TY7768 COLLINS MIGS 1934                   APPROX. 7.3 KM 2584447.4 |
 TY7762|---------------------------------------------------------------------|
 TY7762
 TY7762                          SUPERSEDED SURVEY CONTROL
 TY7762
 TY7762  NAD 83(1986)-  47 23 38.30063(N)    087 52 00.91353(W) AD(       ) 3
 TY7762  NAD 27      -  47 23 38.62300(N)    087 52 00.50900(W) AD(       ) 3
 TY7762
 TY7762.Superseded values are not recommended for survey control.
 TY7762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 TY7762.See file dsdata.txt to determine how the superseded data were derived.
 TY7762
 TY7762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT3457849311(NAD 83)
 TY7762_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 TY7762_SETTING: 66 = SET IN ROCK OUTCROP
 TY7762_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 TY7762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 TY7762
 TY7762  HISTORY     - Date     Condition        Report By
 TY7762  HISTORY     - 1934     MONUMENTED       MIGS
 TY7762
 TY7762                          STATION DESCRIPTION
 TY7762
 TY7762'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934 (CMC)
 TY7762'ON THE NORTH SHORE OF BETE GRISE BAY, IN SEC. 28, T. 58 N., R.
 TY7762'28 W., NEAR SOUTHEAST CORNER OF SECTION 29.
 TY7762'
 TY7762'TO REACH FROM BETE GRISE SUMMER RESORT BY BOAT, START FROM
 TY7762'THE ANGLE OF THE BAY AND TRAVEL 4-1/4 MILES ALONG THE SHORE
 TY7762'IN AN EASTERLY DIRECTION TO THE FISHING CABIN OF MR. LAMEROND.
 TY7762'IN 1934 MR. LAMERONDS CABIN WAS EASILY RECOGNIZED BY MEANS OF ITS
 TY7762'TWO SHORT BREAKWATERS.
 TY7762'
 TY7762'SURFACE MARK IS A STANDARD U.S.C. AND G.S. AND S.S. BRONZE
 TY7762'DISK SET IN CONCRETE IN OUTCROPPING BEDROCK AS DESCRIBED IN
 TY7762'NOTE 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0312 ***********************************************************************
 QJ0312  DESIGNATION -  HOEFT
 QJ0312  PID         -  QJ0312
 QJ0312  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0312  USGS QUAD   -  MOLTKE (1971)
 QJ0312
 QJ0312                         *CURRENT SURVEY CONTROL
 QJ0312  ___________________________________________________________________
 QJ0312* NAD 83(1994)-  45 28 50.14781(N)    083 54 31.53953(W)     ADJUSTED  
 QJ0312* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 QJ0312  ___________________________________________________________________
 QJ0312  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 QJ0312  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0312
 QJ0312  HORZ ORDER  -  SECOND
 QJ0312
 QJ0312.The horizontal coordinates were established by classical geodetic methods
 QJ0312.and adjusted by the National Geodetic Survey in February 1997..
 QJ0312
 QJ0312.The orthometric height was scaled from a topographic map.
 QJ0312
 QJ0312.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0312
 QJ0312.The geoid height was determined by GEOID03.
 QJ0312
 QJ0312;                    North         East     Units Scale Factor Converg.
 QJ0312;SPC MI C     -   240,560.933 6,035,799.571   MT  0.99995666   +0 19 24.5
 QJ0312;SPC MI C     -   789,241.91 19,802,492.03   iFT  0.99995666   +0 19 24.5
 QJ0312;UTM  17      - 5,040,457.018   272,671.286   MT  1.00023542   -2 04 29.5
 QJ0312
 QJ0312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0312!SPC MI C     -   0.99997693  x   0.99995666  =   0.99993359
 QJ0312!UTM  17      -   0.99997693  x   1.00023542  =   1.00021234
 QJ0312
 QJ0312|---------------------------------------------------------------------|
 QJ0312| PID    Reference Object                     Distance      Geod. Az  |
 QJ0312|                                                           dddmmss.s |
 QJ0312| CH1261 HOEFT RM 1                            9.880 METERS 05819     |
 QJ0312| QJ0304 CALCITE BREAKWATER LT 813           APPROX.12.7 KM 1232326.8 |
 QJ0312| QJ0302 ROGERS CITY MUNICIPAL TANK          APPROX.10.0 KM 1361209.2 |
 QJ0312| CH1262 HOEFT RM 2                            5.325 METERS 20638     |
 QJ0312| QK0578 OWENS LOOKOUT TOWER                 APPROX.28.9 KM 2800202.2 |
 QJ0312| QJ0309 FORTY MILE POINT LIGHTHOUSE         APPROX. 0.7 KM 3283059.9 |
 QJ0312|---------------------------------------------------------------------|
 QJ0312
 QJ0312                          SUPERSEDED SURVEY CONTROL
 QJ0312
 QJ0312  NAD 83(1986)-  45 28 50.13842(N)    083 54 31.54002(W) AD(       ) 2
 QJ0312  NAD 27      -  45 28 50.09000(N)    083 54 31.53200(W) AD(       ) 2
 QJ0312
 QJ0312.Superseded values are not recommended for survey control.
 QJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0312.See file dsdata.txt to determine how the superseded data were derived.
 QJ0312
 QJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7267140457(NAD 83)
 QJ0312_MARKER: Z = SEE DESCRIPTION
 QJ0312_SETTING: 0 = UNSPECIFIED SETTING
 QJ0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0312+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2003
 QJ0312
 QJ0312  HISTORY     - Date     Condition        Report By
 QJ0312  HISTORY     - 1956     MONUMENTED       CGS
 QJ0312  HISTORY     - 20030627 GOOD             USPSQD
 QJ0312
 QJ0312                          STATION DESCRIPTION
 QJ0312
 QJ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0312'THE STATION IS ABOUT 6.0 MILES NORTHWEST OF ROGERS CITY, 0.5 MILES
 QJ0312'SOUTHEAST OF THE FORTY-MILE
 QJ0312'POINT LIGHTHOUSE, ON A HIGH SAND HILL THAT LAYS BETWEEN U.S. HIGHWAY
 QJ0312'23 AND THE WEST SHORE OF LAKE
 QJ0312'HURON, ON PROPERTY OWNED BY MR. CASH GAEZYNSKI.  IT IS 66 FEET
 QJ0312'WEST OF A TALL 14 INCH PINE TREE, 12 FEET
 QJ0312'SOUTHWEST OF A 12 INCH PINE TREE WITH A TRIANGULAR
 QJ0312'BLAZE ON THE SOUTH SIDE AND 7 FEET SOUTH OF A WHITE WITNESS
 QJ0312'POST.  THE MARK PROJECTS 8 INCHES
 QJ0312'AND THE DISK IS STAMPED HOEFT 1956.
 QJ0312'
 QJ0312'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE IN THE TOP OF 4 INCH
 QJ0312'CAST IRON PIPES.
 QJ0312'
 QJ0312'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 68 AND U.S.
 QJ0312'HIGHWAY 23 ABOUT 1 MILE
 QJ0312'NORTHWEST OF ROGERS CITY, GO NORTHWESTERLY ON HIGHWAY 23 FOR 6.15
 QJ0312'MILES TO A GRAVELED SIDEROAD RIGHT
 QJ0312'AT A SIGN, 40 MILE POINT.  CONTINUE WEST ON HIGHWAY 23 FOR
 QJ0312'0.3 MILE TO THE TOP OF THE GRADE AND THE END
 QJ0312'OF TRUCK TRAVEL.  PACK SOUTHEAST ALONG
 QJ0312'THE TOP OF THE RIDGE TO THE HIGHEST POINT AND THE STATION AS
 QJ0312'DESCRIBED.
 QJ0312'
 QJ0312'REFERENCE MARK 1 IS 37 FEET WEST OF A TALL 14 INCH PINE TREE, 26 FEET
 QJ0312'EAST OF A 10 INCH PINE TREE
 QJ0312'WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, 6 FEET SOUTH OF THE NORTH
 QJ0312'EDGE OF THE SAND DUNE AND 28 FEET
 QJ0312'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES
 QJ0312'AND THE DISK IS STAMPED HOEFT NO 1 1956.
 QJ0312'
 QJ0312'REFERENCE MARK 2 IS 29 FEET SOUTH OF THE 10 INCH PINE TREE WITH A
 QJ0312'TRIANGULAR BLAZE ON THE SOUTH
 QJ0312'SIDE, 12 FEET NORTH OF THE SOUTH EDGE OF THE SAND DUNE AND 24 FEET
 QJ0312'SOUTH OF A WHITE WITNESS POST.
 QJ0312'THE MARK IS ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION.
 QJ0312'THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QJ0312'STAMPED HOEFT NO 2 1956.
 QJ0312'
 QJ0312'NOTE- NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QJ0312'
 QJ0312'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 QJ0312
 QJ0312                          STATION RECOVERY (2003)
 QJ0312
 QJ0312'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0312'THE MARK IS NOW TWO FEET ABOVE GROUND LEVEL.  THERE IS NO WITNESS
 QJ0312'POST.  REFERENCE MARK 1 IS NOW 1 FOOT ABOVE GROUND LEVEL.  REFERENCE
 QJ0312'MARK 2 IS NOW FOURTEEN INCHES ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0807 ***********************************************************************
 QK0807  DESIGNATION -  HOG ISLAND USLS 1903
 QK0807  PID         -  QK0807
 QK0807  STATE/COUNTY-  MI/CHARLEVOIX
 QK0807  USGS QUAD   -  HOG ISLAND EAST (1986)
 QK0807
 QK0807                         *CURRENT SURVEY CONTROL
 QK0807  ___________________________________________________________________
 QK0807* NAD 83(1994)-  45 48 03.48114(N)    085 21 25.93935(W)     ADJUSTED  
 QK0807* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 QK0807  ___________________________________________________________________
 QK0807  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 QK0807  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 QK0807
 QK0807  HORZ ORDER  -  FIRST
 QK0807
 QK0807.The horizontal coordinates were established by classical geodetic methods
 QK0807.and adjusted by the National Geodetic Survey in February 1997..
 QK0807
 QK0807.The orthometric height was scaled from a topographic map.
 QK0807
 QK0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0807
 QK0807.The geoid height was determined by GEOID03.
 QK0807
 QK0807;                    North         East     Units Scale Factor Converg.
 QK0807;SPC MI C     -   276,537.014 5,922,994.945   MT  1.00002492   -0 41 59.0
 QK0807;SPC MI C     -   907,273.67 19,432,398.11   iFT  1.00002492   -0 41 59.0
 QK0807;UTM  16      - 5,073,246.198   627,660.252   MT  0.99980036   +1 10 40.5
 QK0807
 QK0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0807!SPC MI C     -   0.99997664  x   1.00002492  =   1.00000156
 QK0807!UTM  16      -   0.99997664  x   0.99980036  =   0.99977701
 QK0807
 QK0807:                Primary Azimuth Mark                     Grid Az
 QK0807:SPC MI C     -  MIDDLE VILLAGE CHURCH USLS               146 23 33.3
 QK0807:UTM  16      -  MIDDLE VILLAGE CHURCH USLS               144 30 53.8
 QK0807
 QK0807|---------------------------------------------------------------------|
 QK0807| PID    Reference Object                     Distance      Geod. Az  |
 QK0807|                                                           dddmmss.s |
 QK0807| QK0798 MIDDLE VILLAGE CHURCH USLS          APPROX.33.5 KM 1454134.3 |
 QK0807| QK0852 BEAVER ISLAND                       APPROX.24.0 KM 2213559.9 |
 QK0807|---------------------------------------------------------------------|
 QK0807
 QK0807                          SUPERSEDED SURVEY CONTROL
 QK0807
 QK0807  NAD 83(1986)-  45 48 03.47596(N)    085 21 25.93724(W) AD(       ) 1
 QK0807  NAD 27      -  45 48 03.46098(N)    085 21 25.65483(W) AD(       ) 1
 QK0807
 QK0807.Superseded values are not recommended for survey control.
 QK0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0807.See file dsdata.txt to determine how the superseded data were derived.
 QK0807
 QK0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR2766073246(NAD 83)
 QK0807_MARKER: Z = SEE DESCRIPTION
 QK0807_SETTING: 0 = UNSPECIFIED SETTING
 QK0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0807
 QK0807  HISTORY     - Date     Condition        Report By
 QK0807  HISTORY     - 1903     MONUMENTED       USLS
 QK0807  HISTORY     - 1918     SEE DESCRIPTION  USLS
 QK0807
 QK0807                          STATION DESCRIPTION
 QK0807
 QK0807'DESCRIBED BY US LAKE SURVEY 1918
 QK0807'ON HOG ISLAND, ABOUT 3/8 MILE WEST FROM EAST SHORE OF ISLAND, AND 3/8
 QK0807'MILE NORTH OF SHORE OPPOSITE
 QK0807'TIMS ISLAND.  MARK IS 1/4-INCH BRASS BOLT IN CONCRETE MONUMENT
 QK0807'12 INCHES SQUARE, 1 FOOT BELOW
 QK0807'SURFACE OF GROUND.  REFERENCE MARK IS CONCRETE
 QK0807'MONUMENT 12.1 FEET FROM STATION IN AZIMUTH 227
 QK0807'DEGREES 30 MIN.  STATION ALSO CALLED HOG
 QK0807'BY U. S. LAKE SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0530 ***********************************************************************
 OJ0530  DESIGNATION -  HOIST USLS
 OJ0530  PID         -  OJ0530
 OJ0530  STATE/COUNTY-  MI/BAY
 OJ0530  USGS QUAD   -  BAY CITY NE (1973)
 OJ0530
 OJ0530                         *CURRENT SURVEY CONTROL
 OJ0530  ___________________________________________________________________
 OJ0530* NAD 83(1986)-  43 37 36.     (N)    083 50 12.     (W)     SCALED    
 OJ0530* NAVD 88     -       178.679  (meters)     586.22   (feet)  ADJUSTED  
 OJ0530  ___________________________________________________________________
 OJ0530  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OJ0530  DYNAMIC HT  -         178.644 (meters)     586.10  (feet)  COMP
 OJ0530  MODELED GRAV-     980,421.0   (mgal)                       NAVD 88
 OJ0530
 OJ0530  VERT ORDER  -  FIRST     CLASS 0
 OJ0530
 OJ0530.The horizontal coordinates were scaled from a topographic map and have
 OJ0530.an estimated accuracy of +/- 6 seconds.
 OJ0530
 OJ0530.The orthometric height was determined by differential leveling
 OJ0530.and adjusted by the National Geodetic Survey in June 1991..
 OJ0530
 OJ0530.The geoid height was determined by GEOID03.
 OJ0530
 OJ0530.The dynamic height is computed by dividing the NAVD 88
 OJ0530.geopotential number by the normal gravity value computed on the
 OJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0530.degrees latitude (g = 980.6199 gals.).
 OJ0530
 OJ0530.The modeled gravity was interpolated from observed gravity values.
 OJ0530
 OJ0530;                    North         East    Units  Estimated Accuracy
 OJ0530;SPC MI S     -   236,370.    4,042,770.      MT  (+/- 180 meters Scaled)
 OJ0530
 OJ0530                          SUPERSEDED SURVEY CONTROL
 OJ0530
 OJ0530  NGVD 29 (??/??/92)  178.818  (m)          586.67   (f) ADJ UNCH    1 0
 OJ0530
 OJ0530.Superseded values are not recommended for survey control.
 OJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0530.See file dsdata.txt to determine how the superseded data were derived.
 OJ0530
 OJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ711343(NAD 83)
 OJ0530_MARKER: Q = CHISELED SQUARE
 OJ0530_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OJ0530_SP_SET: BOAT HOIST
 OJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0530+STABILITY: SURFACE MOTION
 OJ0530
 OJ0530  HISTORY     - Date     Condition        Report By
 OJ0530  HISTORY     - 1957     MONUMENTED       USLS
 OJ0530  HISTORY     - 1976     GOOD             NOS
 OJ0530  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OJ0530
 OJ0530                          STATION DESCRIPTION
 OJ0530
 OJ0530'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0530'IN ESSEXVILLE.
 OJ0530'0.7 MILE NORTH ALONG PINE ST. FROM THE INTERSECTION OF WOODSIDE ST.,
 OJ0530'ON THE PROPERTY OF BAKERS YACHT SERVICE, ON TOP OF CONCRETE FOUNDATION
 OJ0530'OF THE STATIONARY BOAT HOIST, BETWEEN TWO BOAT STORAGE SHEDS, 0.4 FOOT
 OJ0530'EAST OF WEST FACE AND 0.4 FOOT NORTH OF SOUTH FACE OF FOUNDATION, 3/4
 OJ0530'FOOT ABOVE GROUND, BEING HIGHEST POINT OF SQUARE CUT IN CONCRETE.
 OJ0530
 OJ0530                          STATION RECOVERY (1997)
 OJ0530
 OJ0530'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0204 ***********************************************************************
 DI0204  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0204  DESIGNATION -  HOLLAND CORS ARP
 DI0204  CORS_ID     -  MIHO
 DI0204  PID         -  DI0204
 DI0204  STATE/COUNTY-  MI/OTTAWA
 DI0204  USGS QUAD   -  HOLLAND EAST (1980)
 DI0204
 DI0204                         *CURRENT SURVEY CONTROL
 DI0204  ___________________________________________________________________
 DI0204* NAD 83(CORS)-  42 48 50.92540(N)    086 05 02.33645(W)     ADJUSTED  
 DI0204* NAVD 88     -                                                        
 DI0204  ___________________________________________________________________
 DI0204  EPOCH DATE  -        2002.00
 DI0204  X           -     320,035.312 (meters)                     COMP
 DI0204  Y           -  -4,675,186.107 (meters)                     COMP
 DI0204  Z           -   4,312,487.627 (meters)                     COMP
 DI0204  ELLIP HEIGHT-         159.97  (meters)          (06/??/06) GPS OBS
 DI0204  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DI0204
 DI0204  HORZ ORDER  -  SPECIAL (CORS)
 DI0204  ELLP ORDER  -  SPECIAL (CORS)
 DI0204
 DI0204.ITRF positions are available for this station.
 DI0204.The coordinates were established by GPS observations
 DI0204.and adjusted by the National Geodetic Survey in June 2006..
 DI0204.The coordinates are valid at the epoch date displayed above.
 DI0204.The epoch date for horizontal control is a decimal equivalence
 DI0204.of Year/Month/Day.
 DI0204
 DI0204
 DI0204.The PID for the CORS L1 Phase Center is DI0205.
 DI0204
 DI0204.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0204
 DI0204.The ellipsoidal height was determined by GPS observations
 DI0204.and is referenced to NAD 83.
 DI0204
 DI0204.The geoid height was determined by GEOID03.
 DI0204
 DI0204;                    North         East     Units Scale Factor Converg.
 DI0204;SPC MI S     -   147,404.025 3,859,569.815   MT  0.99990764   -1 10 07.3
 DI0204;SPC MI S     -   483,609.01 12,662,630.63   iFT  0.99990764   -1 10 07.3
 DI0204
 DI0204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0204!SPC MI S     -   0.99997491  x   0.99990764  =   0.99988256
 DI0204
 DI0204                          SUPERSEDED SURVEY CONTROL
 DI0204
 DI0204.No superseded survey control is available for this station.
 DI0204
 DI0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7488840583(NAD 83)
 DI0204_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0204
 DI0204                          STATION DESCRIPTION
 DI0204
 DI0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0204'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0204'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0204'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0204'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0204'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0205 ***********************************************************************
 DI0205  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0205  DESIGNATION -  HOLLAND CORS L1 PHASE CENTER
 DI0205  CORS_ID     -  MIHO
 DI0205  PID         -  DI0205
 DI0205  STATE/COUNTY-  MI/OTTAWA
 DI0205  USGS QUAD   -  HOLLAND EAST (1980)
 DI0205
 DI0205                         *CURRENT SURVEY CONTROL
 DI0205  ___________________________________________________________________
 DI0205* NAD 83(CORS)-  42 48 50.92548(N)    086 05 02.33639(W)     ADJUSTED  
 DI0205* NAVD 88     -                                                        
 DI0205  ___________________________________________________________________
 DI0205  EPOCH DATE  -        2002.00
 DI0205  X           -     320,035.318 (meters)                     COMP
 DI0205  Y           -  -4,675,186.179 (meters)                     COMP
 DI0205  Z           -   4,312,487.697 (meters)                     COMP
 DI0205  ELLIP HEIGHT-         160.07  (meters)          (06/??/06) GPS OBS
 DI0205  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 DI0205
 DI0205  HORZ ORDER  -  SPECIAL (CORS)
 DI0205  ELLP ORDER  -  SPECIAL (CORS)
 DI0205
 DI0205.ITRF positions are available for this station.
 DI0205.The coordinates were established by GPS observations
 DI0205.and adjusted by the National Geodetic Survey in June 2006..
 DI0205.The coordinates are valid at the epoch date displayed above.
 DI0205.The epoch date for horizontal control is a decimal equivalence
 DI0205.of Year/Month/Day.
 DI0205
 DI0205
 DI0205.The PID for the CORS ARP is DI0204.
 DI0205
 DI0205.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0205
 DI0205.The ellipsoidal height was determined by GPS observations
 DI0205.and is referenced to NAD 83.
 DI0205
 DI0205.The geoid height was determined by GEOID03.
 DI0205
 DI0205;                    North         East     Units Scale Factor Converg.
 DI0205;SPC MI S     -   147,404.027 3,859,569.816   MT  0.99990764   -1 10 07.3
 DI0205;SPC MI S     -   483,609.01 12,662,630.63   iFT  0.99990764   -1 10 07.3
 DI0205
 DI0205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0205!SPC MI S     -   0.99997490  x   0.99990764  =   0.99988254
 DI0205
 DI0205                          SUPERSEDED SURVEY CONTROL
 DI0205
 DI0205.No superseded survey control is available for this station.
 DI0205
 DI0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7488840583(NAD 83)
 DI0205_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0205
 DI0205                          STATION DESCRIPTION
 DI0205
 DI0205'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0205'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0205'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0205'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0205'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0205'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0705 ***********************************************************************
 NG0705  DESIGNATION -  HOLLAND FURNACE CO TANK
 NG0705  PID         -  NG0705
 NG0705  STATE/COUNTY-  MI/OTTAWA
 NG0705  USGS QUAD   -  HOLLAND EAST (1980)
 NG0705
 NG0705                         *CURRENT SURVEY CONTROL
 NG0705  ___________________________________________________________________
 NG0705* NAD 83(1994)-  42 46 39.00558(N)    086 05 58.45085(W)     ADJUSTED  
 NG0705* NAVD 88     -                                                        
 NG0705  ___________________________________________________________________
 NG0705  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 NG0705  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NG0705
 NG0705  HORZ ORDER  -  THIRD
 NG0705
 NG0705.The horizontal coordinates were established by classical geodetic methods
 NG0705.and adjusted by the National Geodetic Survey in February 1997..
 NG0705
 NG0705
 NG0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0705
 NG0705.The geoid height was determined by GEOID03.
 NG0705
 NG0705;                    North         East     Units Scale Factor Converg.
 NG0705;SPC MI S     -   143,360.597 3,858,211.597   MT  0.99990863   -1 10 45.4
 NG0705;SPC MI S     -   470,343.17 12,658,174.53   iFT  0.99990863   -1 10 45.4
 NG0705;UTM  16      - 4,736,500.299   573,657.094   MT  0.99966675   +0 36 41.6
 NG0705
 NG0705                          SUPERSEDED SURVEY CONTROL
 NG0705
 NG0705  NAD 83(1986)-  42 46 39.00453(N)    086 05 58.46285(W) AD(       ) 4
 NG0705  NAD 27      -  42 46 38.92000(N)    086 05 58.32000(W) AD(       ) 3
 NG0705
 NG0705.Superseded values are not recommended for survey control.
 NG0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0705.See file dsdata.txt to determine how the superseded data were derived.
 NG0705
 NG0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7365736500(NAD 83)
 NG0705_MARKER: 51 = TANK
 NG0705
 NG0705  HISTORY     - Date     Condition        Report By
 NG0705  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0705  HISTORY     - 1965     GOOD             USLS
 NG0705  HISTORY     - 20040429 MARK NOT FOUND   INDIV
 NG0705
 NG0705                          STATION DESCRIPTION
 NG0705
 NG0705'DESCRIBED BY US LAKE SURVEY 1965
 NG0705'STATION RECOVERED
 NG0705
 NG0705                          STATION RECOVERY (2004)
 NG0705
 NG0705'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0705'FOUND LOCATION.  GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0710 ***********************************************************************
 NG0710  DESIGNATION -  HOLLAND MUN TANK
 NG0710  PID         -  NG0710
 NG0710  STATE/COUNTY-  MI/ALLEGAN
 NG0710  USGS QUAD   -  HOLLAND EAST (1980)
 NG0710
 NG0710                         *CURRENT SURVEY CONTROL
 NG0710  ___________________________________________________________________
 NG0710* NAD 83(1994)-  42 45 18.21559(N)    086 05 09.72932(W)     ADJUSTED  
 NG0710* NAVD 88     -                                                        
 NG0710  ___________________________________________________________________
 NG0710  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 NG0710  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NG0710
 NG0710  HORZ ORDER  -  THIRD
 NG0710
 NG0710.The horizontal coordinates were established by classical geodetic methods
 NG0710.and adjusted by the National Geodetic Survey in February 1997..
 NG0710
 NG0710
 NG0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0710
 NG0710.The geoid height was determined by GEOID03.
 NG0710
 NG0710;                    North         East     Units Scale Factor Converg.
 NG0710;SPC MI S     -   140,845.637 3,859,267.889   MT  0.99990944   -1 10 12.3
 NG0710;SPC MI S     -   462,091.98 12,661,640.06   iFT  0.99990944   -1 10 12.3
 NG0710;UTM  16      - 4,734,020.174   574,791.185   MT  0.99966882   +0 37 13.8
 NG0710
 NG0710                          SUPERSEDED SURVEY CONTROL
 NG0710
 NG0710  NAD 83(1986)-  42 45 18.21615(N)    086 05 09.74300(W) AD(       ) 4
 NG0710  NAD 27      -  42 45 18.12974(N)    086 05 09.59925(W) AD(       ) 3
 NG0710
 NG0710.Superseded values are not recommended for survey control.
 NG0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0710.See file dsdata.txt to determine how the superseded data were derived.
 NG0710
 NG0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7479134020(NAD 83)
 NG0710_MARKER: 51 = TANK
 NG0710
 NG0710  HISTORY     - Date     Condition        Report By
 NG0710  HISTORY     - 1969     FIRST OBSERVED   CGS
 NG0710  HISTORY     - 1987     GOOD             USPSQD
 NG0710  HISTORY     - 19950817 GOOD             USPSQD
 NG0710
 NG0710                          STATION DESCRIPTION
 NG0710
 NG0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NG0710'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTH-SOUTHEAST OF HOLLAND.
 NG0710'
 NG0710'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND U.S.
 NG0710'HIGHWAY 31 IN THE
 NG0710'SOUTHEAST EDGE OF HOLLAND, GO IN A SOUTHEASTERLY
 NG0710'DIRECTION ON STATE HIGHWAY 40 FOR
 NG0710'0.9 MILE TO THE STATION ON THE LEFT.
 NG0710'
 NG0710'THE STATION IS A SPHERE TYPE WATER TANK, BLUE IN COLOR AND HAS AN
 NG0710'OVER-ALL HEIGHT OF
 NG0710'ABOUT 150 FEET.
 NG0710'
 NG0710'THE POINT INTERSECTED WAS THE CENTER OF THE RISER.
 NG0710
 NG0710                          STATION RECOVERY (1987)
 NG0710
 NG0710'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0710'RECOVERED IN GOOD CONDITION.
 NG0710
 NG0710                          STATION RECOVERY (1995)
 NG0710
 NG0710'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0708 ***********************************************************************
 NG0708  DESIGNATION -  HOLLAND MUNICIPAL STANDPIPE
 NG0708  PID         -  NG0708
 NG0708  STATE/COUNTY-  MI/OTTAWA
 NG0708  USGS QUAD   -  HOLLAND EAST (1980)
 NG0708
 NG0708                         *CURRENT SURVEY CONTROL
 NG0708  ___________________________________________________________________
 NG0708* NAD 83(1994)-  42 47 32.48090(N)    086 06 10.75277(W)     ADJUSTED  
 NG0708* NAVD 88     -                                                        
 NG0708  ___________________________________________________________________
 NG0708  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 NG0708  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0708
 NG0708  HORZ ORDER  -  THIRD
 NG0708
 NG0708.The horizontal coordinates were established by classical geodetic methods
 NG0708.and adjusted by the National Geodetic Survey in February 1997..
 NG0708
 NG0708
 NG0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0708
 NG0708.The geoid height was determined by GEOID03.
 NG0708
 NG0708;                    North         East     Units Scale Factor Converg.
 NG0708;SPC MI S     -   145,015.994 3,857,966.062   MT  0.99990818   -1 10 53.8
 NG0708;SPC MI S     -   475,774.26 12,657,368.97   iFT  0.99990818   -1 10 53.8
 NG0708;UTM  16      - 4,738,146.815   573,360.015   MT  0.99966621   +0 36 33.9
 NG0708
 NG0708                          SUPERSEDED SURVEY CONTROL
 NG0708
 NG0708  NAD 83(1986)-  42 47 32.48245(N)    086 06 10.76569(W) AD(       ) 4
 NG0708  NAD 27      -  42 47 32.39700(N)    086 06 10.61400(W) AD(       ) 3
 NG0708
 NG0708.Superseded values are not recommended for survey control.
 NG0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0708.See file dsdata.txt to determine how the superseded data were derived.
 NG0708
 NG0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7336038147(NAD 83)
 NG0708_MARKER: 52 = STANDPIPE TANK
 NG0708
 NG0708  HISTORY     - Date     Condition        Report By
 NG0708  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0708  HISTORY     - 1965     GOOD             USLS
 NG0708  HISTORY     - 1987     GOOD             USPSQD
 NG0708  HISTORY     - 20040429 MARK NOT FOUND   INDIV
 NG0708
 NG0708                          STATION DESCRIPTION
 NG0708
 NG0708'DESCRIBED BY US LAKE SURVEY 1965
 NG0708'STATION RECOVERED.
 NG0708
 NG0708                          STATION RECOVERY (1987)
 NG0708
 NG0708'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 NG0708'RECOVERED IN GOOD CONDITION.
 NG0708
 NG0708                          STATION RECOVERY (2004)
 NG0708
 NG0708'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0708'THE BASE WAS FOUND ON THE SOUTH SIDE OF SIXTH STREET BUT THE TANK WAS
 NG0708'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0718 ***********************************************************************
 NG0718  DESIGNATION -  HOLLAND N OF ZOO GETZ FARM TK
 NG0718  PID         -  NG0718
 NG0718  STATE/COUNTY-  MI/OTTAWA
 NG0718  USGS QUAD   -  HOLLAND WEST (1972)
 NG0718
 NG0718                         *CURRENT SURVEY CONTROL
 NG0718  ___________________________________________________________________
 NG0718* NAD 83(1994)-  42 48 18.98306(N)    086 12 26.22287(W)     ADJUSTED  
 NG0718* NAVD 88     -                                                        
 NG0718  ___________________________________________________________________
 NG0718  LAPLACE CORR-           3.47  (seconds)                    DEFLEC99
 NG0718  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NG0718
 NG0718  HORZ ORDER  -  THIRD
 NG0718
 NG0718.The horizontal coordinates were established by classical geodetic methods
 NG0718.and adjusted by the National Geodetic Survey in February 1997..
 NG0718
 NG0718
 NG0718.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0718
 NG0718.The geoid height was determined by GEOID03.
 NG0718
 NG0718;                    North         East     Units Scale Factor Converg.
 NG0718;SPC MI S     -   146,631.716 3,849,467.056   MT  0.99990784   -1 15 09.3
 NG0718;SPC MI S     -   481,075.18 12,629,485.09   iFT  0.99990784   -1 15 09.3
 NG0718;UTM  16      - 4,739,495.764   564,816.791   MT  0.99965168   +0 32 19.2
 NG0718
 NG0718                          SUPERSEDED SURVEY CONTROL
 NG0718
 NG0718  NAD 83(1986)-  42 48 18.98592(N)    086 12 26.23520(W) AD(       ) 4
 NG0718  NAD 27      -  42 48 18.91000(N)    086 12 26.08000(W) AD(       ) 3
 NG0718
 NG0718.Superseded values are not recommended for survey control.
 NG0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0718.See file dsdata.txt to determine how the superseded data were derived.
 NG0718
 NG0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6481739496(NAD 83)
 NG0718_MARKER: 51 = TANK
 NG0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0718+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 NG0718
 NG0718  HISTORY     - Date     Condition        Report By
 NG0718  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0718  HISTORY     - 1965     GOOD             USLS
 NG0718  HISTORY     - 20020325 GOOD             USPSQD
 NG0718  HISTORY     - 20050514 GOOD             INDIV
 NG0718
 NG0718                          STATION DESCRIPTION
 NG0718
 NG0718'DESCRIBED BY US LAKE SURVEY 1965
 NG0718'STATION RECOVERED, TANK BELONGS TO MR. JOHN VAN DAN BURG,
 NG0718'AND DR. RAUL M.
 NG0718'TORRIS, PAINTED SILVER.
 NG0718
 NG0718                          STATION RECOVERY (2002)
 NG0718
 NG0718'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NG0718'RECOVERED IN GOOD CONDITION.
 NG0718
 NG0718                          STATION RECOVERY (2005)
 NG0718
 NG0718'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NG0718'TANK WITH 23' X 23' BASE, 50'WEST OF CENTERLINE OF LAKESHORE DR, 375'
 NG0718'SOUTH OF CENTERLINE OF LAKEWOOD BLVD, AT ADDRESS 266 LAKESHORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0712 ***********************************************************************
 NG0712  DESIGNATION -  HOLLAND RAD STA WHTC MAST
 NG0712  PID         -  NG0712
 NG0712  STATE/COUNTY-  MI/OTTAWA
 NG0712  USGS QUAD   -  HOLLAND EAST (1980)
 NG0712
 NG0712                         *CURRENT SURVEY CONTROL
 NG0712  ___________________________________________________________________
 NG0712* NAD 83(1994)-  42 47 39.89285(N)    086 06 21.82831(W)     ADJUSTED  
 NG0712* NAVD 88     -                                                        
 NG0712  ___________________________________________________________________
 NG0712  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 NG0712  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0712
 NG0712  HORZ ORDER  -  THIRD
 NG0712
 NG0712.The horizontal coordinates were established by classical geodetic methods
 NG0712.and adjusted by the National Geodetic Survey in February 1997..
 NG0712
 NG0712
 NG0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0712
 NG0712.The geoid height was determined by GEOID03.
 NG0712
 NG0712;                    North         East     Units Scale Factor Converg.
 NG0712;SPC MI S     -   145,249.836 3,857,719.156   MT  0.99990812   -1 11 01.4
 NG0712;SPC MI S     -   476,541.46 12,656,558.91   iFT  0.99990812   -1 11 01.4
 NG0712;UTM  16      - 4,738,372.772   573,105.983   MT  0.99966575   +0 36 26.4
 NG0712
 NG0712                          SUPERSEDED SURVEY CONTROL
 NG0712
 NG0712  NAD 83(1986)-  42 47 39.89373(N)    086 06 21.84138(W) AD(       ) 4
 NG0712  NAD 27      -  42 47 39.80991(N)    086 06 21.68989(W) AD(       ) 3
 NG0712
 NG0712.Superseded values are not recommended for survey control.
 NG0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0712.See file dsdata.txt to determine how the superseded data were derived.
 NG0712
 NG0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7310638373(NAD 83)
 NG0712_MARKER: 42 = RADIO/TV MAST
 NG0712
 NG0712  HISTORY     - Date     Condition        Report By
 NG0712  HISTORY     - 1969     FIRST OBSERVED   CGS
 NG0712  HISTORY     - 20040429 MARK NOT FOUND   INDIV
 NG0712
 NG0712                          STATION DESCRIPTION
 NG0712
 NG0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NG0712'THE STATION IS LOCATED AT THE INTERSECTION OF
 NG0712'CENTRAL AVENUE AND
 NG0712'4TH STREET IN HOLLAND AND OWNED BY THE HOLLAND
 NG0712'BROADCASTING COMPANY.
 NG0712'
 NG0712'IT IS A STEEL TRUSSWORK STRUTURE SUPPORTED BY GUY CABLES, PAINTED
 NG0712'IN ALTERNATE
 NG0712'SECTIONS OF RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF
 NG0712'403 FEET.
 NG0712'
 NG0712'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NG0712
 NG0712                          STATION RECOVERY (2004)
 NG0712
 NG0712'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0712'THE ANTENNA HAS BEEN REPLACED, ACCORDING TO THE STATION MANAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0707 ***********************************************************************
 NG0707  DESIGNATION -  HOLLAND SHOE CO STACK
 NG0707  PID         -  NG0707
 NG0707  STATE/COUNTY-  MI/OTTAWA
 NG0707  USGS QUAD   -  HOLLAND EAST (1980)
 NG0707
 NG0707                         *CURRENT SURVEY CONTROL
 NG0707  ___________________________________________________________________
 NG0707* NAD 83(1994)-  42 47 04.86856(N)    086 07 29.57692(W)     ADJUSTED  
 NG0707* NAVD 88     -                                                        
 NG0707  ___________________________________________________________________
 NG0707  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 NG0707  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NG0707
 NG0707  HORZ ORDER  -  THIRD
 NG0707
 NG0707.The horizontal coordinates were established by classical geodetic methods
 NG0707.and adjusted by the National Geodetic Survey in February 1997..
 NG0707
 NG0707
 NG0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0707
 NG0707.The geoid height was determined by GEOID03.
 NG0707
 NG0707;                    North         East     Units Scale Factor Converg.
 NG0707;SPC MI S     -   144,201.368 3,856,157.433   MT  0.99990841   -1 11 47.5
 NG0707;SPC MI S     -   473,101.60 12,651,435.15   iFT  0.99990841   -1 11 47.5
 NG0707;UTM  16      - 4,737,276.273   571,578.164   MT  0.99966303   +0 35 40.0
 NG0707
 NG0707                          SUPERSEDED SURVEY CONTROL
 NG0707
 NG0707  NAD 83(1986)-  42 47 04.86983(N)    086 07 29.58818(W) AD(       ) 4
 NG0707  NAD 27      -  42 47 04.78700(N)    086 07 29.44000(W) AD(       ) 3
 NG0707
 NG0707.Superseded values are not recommended for survey control.
 NG0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0707.See file dsdata.txt to determine how the superseded data were derived.
 NG0707
 NG0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7157837276(NAD 83)
 NG0707_MARKER: 63 = STACK
 NG0707
 NG0707  HISTORY     - Date     Condition        Report By
 NG0707  HISTORY     - 1932     FIRST OBSERVED   CGS
 NG0707  HISTORY     - 1965     GOOD             USLS
 NG0707  HISTORY     - 20040429 MARK NOT FOUND   INDIV
 NG0707
 NG0707                          STATION DESCRIPTION
 NG0707
 NG0707'DESCRIBED BY US LAKE SURVEY 1965
 NG0707'WHITISH CONCRETE STACK, FORMERLY HOLLAND SUGAR CO., NOW A
 NG0707'WAREHOUSE OF SLIGH
 NG0707'FURNITURE CO.
 NG0707
 NG0707                          STATION RECOVERY (2004)
 NG0707
 NG0707'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NG0707'NO STACKS WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0762 ***********************************************************************
 NE0762  DESIGNATION -  HOLLY
 NE0762  PID         -  NE0762
 NE0762  STATE/COUNTY-  MI/OAKLAND
 NE0762  USGS QUAD   -  FENTON (1983)
 NE0762
 NE0762                         *CURRENT SURVEY CONTROL
 NE0762  ___________________________________________________________________
 NE0762* NAD 83(1986)-  42 47 23.     (N)    083 37 32.     (W)     SCALED    
 NE0762* NAVD 88     -       285.599  (meters)     937.00   (feet)  ADJUSTED  
 NE0762  ___________________________________________________________________
 NE0762  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 NE0762  DYNAMIC HT  -         285.516 (meters)     936.73  (feet)  COMP
 NE0762  MODELED GRAV-     980,325.0   (mgal)                       NAVD 88
 NE0762
 NE0762  VERT ORDER  -  SECOND    CLASS 0
 NE0762
 NE0762.The horizontal coordinates were scaled from a topographic map and have
 NE0762.an estimated accuracy of +/- 6 seconds.
 NE0762
 NE0762.The orthometric height was determined by differential leveling
 NE0762.and adjusted by the National Geodetic Survey in June 1991..
 NE0762
 NE0762.The geoid height was determined by GEOID03.
 NE0762
 NE0762.The dynamic height is computed by dividing the NAVD 88
 NE0762.geopotential number by the normal gravity value computed on the
 NE0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0762.degrees latitude (g = 980.6199 gals.).
 NE0762
 NE0762.The modeled gravity was interpolated from observed gravity values.
 NE0762
 NE0762;                    North         East    Units  Estimated Accuracy
 NE0762;SPC MI S     -   143,530.    4,060,630.      MT  (+/- 180 meters Scaled)
 NE0762
 NE0762                          SUPERSEDED SURVEY CONTROL
 NE0762
 NE0762  NGVD 29 (??/??/92)  285.703  (m)          937.34   (f) ADJ UNCH    2 0
 NE0762
 NE0762.Superseded values are not recommended for survey control.
 NE0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0762.See file dsdata.txt to determine how the superseded data were derived.
 NE0762
 NE0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH852408(NAD 83)
 NE0762_MARKER: DB = BENCH MARK DISK
 NE0762_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE0762+WITH SETTING: PAVEMENT
 NE0762_SP_SET: WATER TANK FOUNDATION
 NE0762_STAMPING: HOLLY 1934
 NE0762_MARK LOGO: CGS   
 NE0762_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0762+STABILITY: SURFACE MOTION
 NE0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0762+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 NE0762
 NE0762  HISTORY     - Date     Condition        Report By
 NE0762  HISTORY     - 1934     MONUMENTED       CGS
 NE0762  HISTORY     - 1942     GOOD             NGS
 NE0762  HISTORY     - 19970214 GOOD             LOCENG
 NE0762  HISTORY     - 19970214 GOOD             LOCENG
 NE0762  HISTORY     - 20060310 GOOD             INDIV
 NE0762
 NE0762                          STATION DESCRIPTION
 NE0762
 NE0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0762'AT HOLLY.
 NE0762'AT HOLLY, OAKLAND COUNTY, 105 YARDS WEST OF THE WEST CORNER
 NE0762'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 0.6 MILE NORTHWEST
 NE0762'OF MILEPOST D 46, AT A STEEL WATER TANK, IN THE TOP OF THE
 NE0762'NORTH CONCRETE FOUNDATION PIER, ABOUT 10 YARDS SOUTHWEST OF
 NE0762'THE SOUTHWEST RAIL OF THE SOUTHWEST TRACK, AND ABOUT 4 FEET
 NE0762'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED HOLLY 1934.
 NE0762
 NE0762                          STATION RECOVERY (1997)
 NE0762
 NE0762'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (SMV)
 NE0762'STATION IS LOCATED AT STEEL WATER TANK, IN TOP OF THE NORTH CONCRETE
 NE0762'FOUNDATION PIER, NEAR FIRE STATION AT BROAD AND CHURCH STREETS.  TO
 NE0762'REACH FROM HOLLY, 105 YARDS WEST OF THE WEST CORNER OF THE GRAND TRUNK
 NE0762'WESTERN RAILWAY STATION, 0.6 MI (1.0 KM) NORTHWEST OF MILEPOST D 46,
 NE0762'AT A STEEL WATER TANK, IN THE TOP OF THE NORTH CONCRETE FOUNDATION
 NE0762'PIER, ABOUT 10 YARDS SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHWEST
 NE0762'TRACK, AND ABOUT 4.O FT HIGHER THAN THE TRACK.
 NE0762
 NE0762                          STATION RECOVERY (1997)
 NE0762
 NE0762'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997
 NE0762'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  STATION IS
 NE0762'LOCATED AT STEEL WATER TANK, IN TOP OF THE NORTH CONCRETE FOUNDATION
 NE0762'PIER , NEAR THE FIRE STATION AT BROAD AND CHURCH STREETS.  TO REACH
 NE0762'FROM HOLLY, OAKLAND COUNTY, 105 YARDS WEST OF THE WEST CORNER OF THE
 NE0762'GRAND TRUNK WESTERN RAILROAD STATION, 0.6 MILE (1.0 KM) NORTHWEST FROM
 NE0762'MILEPOST D 46, AT THE STEEL WATER TANK, IN THE TOP OF THE NORTH
 NE0762'CONCRETE FOUNDATION PIER, ABOUT 10 YARDS YARDS SOUTHWEST OF THE
 NE0762'SOUTHWEST RAIL OF THE SOUTHWEST TRACK AND ABOUT 4.0 FT (1.2 M) HIGHWER
 NE0762'THAN THE TRACK.
 NE0762
 NE0762                          STATION RECOVERY (2006)
 NE0762
 NE0762'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0762'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0501 ***********************************************************************
 RK0501  DESIGNATION -  HOLLY
 RK0501  PID         -  RK0501
 RK0501  STATE/COUNTY-  MI/MARQUETTE
 RK0501  USGS QUAD   -  CARLSHEND (1985)
 RK0501
 RK0501                         *CURRENT SURVEY CONTROL
 RK0501  ___________________________________________________________________
 RK0501* NAD 83(1994)-  46 18 22.36006(N)    087 10 12.85655(W)     ADJUSTED  
 RK0501* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 RK0501  ___________________________________________________________________
 RK0501  LAPLACE CORR-          -3.31  (seconds)                    DEFLEC99
 RK0501  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 RK0501
 RK0501  HORZ ORDER  -  SECOND
 RK0501
 RK0501.The horizontal coordinates were established by classical geodetic methods
 RK0501.and adjusted by the National Geodetic Survey in February 1997..
 RK0501
 RK0501.The orthometric height was scaled from a topographic map.
 RK0501
 RK0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0501
 RK0501.The geoid height was determined by GEOID03.
 RK0501
 RK0501;                    North         East     Units Scale Factor Converg.
 RK0501;SPC MI N     -   169,272.890 7,986,887.026   MT  0.99990290   -0 07 23.0
 RK0501;SPC MI N     -   555,357.25 26,203,697.59   iFT  0.99990290   -0 07 23.0
 RK0501;UTM  16      - 5,128,084.645   486,890.989   MT  0.99960211   -0 07 23.1
 RK0501
 RK0501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0501!SPC MI N     -   0.99994899  x   0.99990290  =   0.99985189
 RK0501!UTM  16      -   0.99994899  x   0.99960211  =   0.99955112
 RK0501
 RK0501:                Primary Azimuth Mark                     Grid Az
 RK0501:SPC MI N     -  DUKES LOOKOUT TOWER                      034 35 01.0
 RK0501:UTM  16      -  DUKES LOOKOUT TOWER                      034 35 01.1
 RK0501
 RK0501|---------------------------------------------------------------------|
 RK0501| PID    Reference Object                     Distance      Geod. Az  |
 RK0501|                                                           dddmmss.s |
 RK0501| RK0502 DUKES LOOKOUT TOWER                 APPROX. 5.6 KM 0342738.0 |
 RK0501| CJ3085 HOLLY RM 1                           37.582 METERS 04243     |
 RK0501| CJ3084 HOLLY AZ MK                                        0692722.8 |
 RK0501| CJ3086 HOLLY RM 2                           28.489 METERS 10154     |
 RK0501|---------------------------------------------------------------------|
 RK0501
 RK0501                          SUPERSEDED SURVEY CONTROL
 RK0501
 RK0501  NAD 83(1986)-  46 18 22.35495(N)    087 10 12.85426(W) AD(       ) 2
 RK0501  NAD 27      -  46 18 22.55300(N)    087 10 12.33600(W) AD(       ) 2
 RK0501
 RK0501.Superseded values are not recommended for survey control.
 RK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0501.See file dsdata.txt to determine how the superseded data were derived.
 RK0501
 RK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS8689128085(NAD 83)
 RK0501_MARKER: DS = TRIANGULATION STATION DISK
 RK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0501
 RK0501  HISTORY     - Date     Condition        Report By
 RK0501  HISTORY     - 1955     MONUMENTED       CGS
 RK0501
 RK0501                          STATION DESCRIPTION
 RK0501
 RK0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0501'THE STATION IS IN SECTION 10, T. 45 N.,R. 23 W. ON LAND OWNED BY
 RK0501'MR. STANLEY HOLLY.  IT IS APPROXIMATELY 6 MILES SOUTHEAST OF
 RK0501'SKANDIA, 2-1/2 MILES WEST OF THE MARQUETTE-ALGER COUNTY LINE, 0.15
 RK0501'MILE WEST OF U.S. HIGHWAY 41 AND ON THE SUMMIT OF A NARROW
 RK0501'NORTH-SOUTH RIDGE WHICH HAS TIMBER ON THE WEST SLOPE AND GRASS ON
 RK0501'THE EAST SLOPE.
 RK0501'
 RK0501'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 41 AND A PAVED ROAD WEST
 RK0501'IN SKANDIA, GO SOUTH ON U.S. HIGHWAY 41 FOR 5.0 MILES TO AN OVERPASS
 RK0501'OVER THE RAILROAD, CONTINUE SOUTHERLY ON U.S. HIGHWAY 41 FOR 1.1
 RK0501'MILE TO A GRAVEL ROAD RIGHT, A SIGN ON RIGHT U.P. BIBLE CAMP 10
 RK0501'MILES AND THE AZIMUTH MARK ABOUT 88 YARDS SOUTHEAST OF THE
 RK0501'INTERSECTION, AT THE SOUTHERN EDGE OF A SMALL GRASSY AREA WITH A
 RK0501'ROADSIDE TABLE ON THE NORTHEASTERN SIDE OF THE ROAD.  TURN RIGHT
 RK0501'AND GO WEST ON THE GRAVEL ROAD FOR 0.15 MILE TO MR. HOLLYS DRIVEWAY
 RK0501'ON THE LEFT, TURN LEFT AND GO SOUTH 0.1 MILE, PASSING TO THE RIGHT
 RK0501'OF THE WHITE HOUSE, TO A GATE IN AN EAST-WEST FENCE, PASS THROUGH
 RK0501'GATE AND GO SOUTH AND WEST ABOUT 100 YARDS TO THE TOP OF THE RIDGE
 RK0501'AT THE EXTREME WESTERN EDGE OF THE CLEARING AND THE STATION.
 RK0501'
 RK0501'THE STATION MARK, STAMPED HOLLY 1955, IS A STANDARD DISK SET IN A
 RK0501'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 3 FEET NORTH OF
 RK0501'A WHITE WITNESS POST.
 RK0501'
 RK0501'REFERENCE MARK NO. 1, STAMPED HOLLY NO 1 1955, IS A STANDARD DISK SET
 RK0501'IN A SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS ON THE
 RK0501'NORTHERN EDGE OF THE CLEARING, 8 FEET SOUTHWEST OF A 6-INCH TREE
 RK0501'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 15.5 FEET LOWER THAN THE
 RK0501'STATION MARK.
 RK0501'
 RK0501'REFERENCE MARK NO. 2, STAMPED HOLLY NO 2 1955, IS A STANDARD DISK SET
 RK0501'IN A SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 55 FEET
 RK0501'WEST OF A LONE PINE TREE ABOUT 10 FEET HIGH AND 21.2 FEET LOWER THAN
 RK0501'THE STATION MARK.
 RK0501'
 RK0501'THE AZIMUTH MARK, STAMPED HOLLY 1955, IS 115 FEET NORTHWEST OF A
 RK0501'POWER POLE WITH A GUY WIRE, 65.5 FEET NORTHEAST OF THE CENTER LINE OF
 RK0501'U.S.  HIGHWAY 41 AND 1 FOOT NORTHWEST OF A WHITE WITNESS POST.  THE
 RK0501'MARK PROJECTS 6 INCHES.
 RK0501'
 RK0501'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1493 ***********************************************************************
 NF1493  DESIGNATION -  HOLT
 NF1493  PID         -  NF1493
 NF1493  STATE/COUNTY-  MI/INGHAM
 NF1493  USGS QUAD   -  LANSING SOUTH (1973)
 NF1493
 NF1493                         *CURRENT SURVEY CONTROL
 NF1493  ___________________________________________________________________
 NF1493* NAD 83(1994)-  42 37 53.49163(N)    084 30 47.91049(W)     ADJUSTED  
 NF1493* NAVD 88     -       279.847  (meters)     918.13   (feet)  ADJUSTED  
 NF1493  ___________________________________________________________________
 NF1493  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 NF1493  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF1493  DYNAMIC HT  -         279.763 (meters)     917.86  (feet)  COMP
 NF1493  MODELED GRAV-     980,313.6   (mgal)                       NAVD 88
 NF1493
 NF1493  HORZ ORDER  -  FIRST
 NF1493  VERT ORDER  -  FIRST     CLASS II
 NF1493
 NF1493.The horizontal coordinates were established by classical geodetic methods
 NF1493.and adjusted by the National Geodetic Survey in February 1997..
 NF1493
 NF1493.The orthometric height was determined by differential leveling
 NF1493.and adjusted by the National Geodetic Survey in January 2002..
 NF1493
 NF1493.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1493
 NF1493.The geoid height was determined by GEOID03.
 NF1493
 NF1493.The dynamic height is computed by dividing the NAVD 88
 NF1493.geopotential number by the normal gravity value computed on the
 NF1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1493.degrees latitude (g = 980.6199 gals.).
 NF1493
 NF1493.The modeled gravity was interpolated from observed gravity values.
 NF1493
 NF1493;                    North         East     Units Scale Factor Converg.
 NF1493;SPC MI S     -   125,697.221 3,987,972.492   MT  0.99991662   -0 05 59.3
 NF1493;SPC MI S     -   412,392.46 13,083,899.25   iFT  0.99991662   -0 05 59.3
 NF1493;UTM  16      - 4,722,895.393   703,898.460   MT  1.00011152   +1 41 05.2
 NF1493
 NF1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1493!SPC MI S     -   0.99996141  x   0.99991662  =   0.99987803
 NF1493!UTM  16      -   0.99996141  x   1.00011152  =   1.00007292
 NF1493
 NF1493:                Primary Azimuth Mark                     Grid Az
 NF1493:SPC MI S     -  LANSING RAD STA WITL MAST                011 14 50.1
 NF1493:UTM  16      -  LANSING RAD STA WITL MAST                009 27 45.6
 NF1493
 NF1493|---------------------------------------------------------------------|
 NF1493| PID    Reference Object                     Distance      Geod. Az  |
 NF1493|                                                           dddmmss.s |
 NF1493| NF1502 LANSING RAD STA WITL MAST           APPROX. 5.0 KM 0110850.8 |
 NF1493| NF1315 EAST LANS RAD STA WKAR TWR          APPROX. 8.8 KM 0205048.3 |
 NF1493| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 7.0 KM 0383307.5 |
 NF1493| NF1505 HOLT AZ MK                          413.403 METERS 0674421.2 |
 NF1493| NF1506 HOLT 1970 AZ MK A PT                416.805 METERS 0680710.6 |
 NF1493| AH7858 HOLT RM 1                            25.732 METERS 10630     |
 NF1493| NF1296 MASON W MUN TANK                    APPROX. 6.7 KM 1340922.7 |
 NF1493| NF1292 MASON COURTHOUSE                    APPROX. 8.2 KM 1343737.2 |
 NF1493| NF1298 MASON RAD STA WUNN MAST             APPROX.12.5 KM 1350125.1 |
 NF1493| NF1291 MASON SMA CORPORATION TANK          APPROX. 7.4 KM 1351404.5 |
 NF1493| NF1293 MASON AURELIUS GAS PLANT MAST       APPROX.12.8 KM 1690944.2 |
 NF1493| AH7859 HOLT RM 2                            27.929 METERS 19212     |
 NF1493| NF1491 HOLT RAD STA WVIC MAST              APPROX. 4.2 KM 2920158.8 |
 NF1493| NF1498 HOLT CONTL CABLE TV MAST            APPROX. 3.4 KM 3074356.8 |
 NF1493| NF1480 LANSING DELTA TWP TANK              APPROX.13.9 KM 3205151.9 |
 NF1493| NF1490 LANSING FIRE DEPT TOWER             APPROX. 8.4 KM 3301936.7 |
 NF1493| NF1485 LANSING FISHER BODY TANK            APPROX.13.2 KM 3343945.6 |
 NF1493| NF1470 LANSING STATE CAPITOL DOME          APPROX.11.9 KM 3430432.7 |
 NF1493|---------------------------------------------------------------------|
 NF1493
 NF1493                          SUPERSEDED SURVEY CONTROL
 NF1493
 NF1493  NAD 83(1986)-  42 37 53.49089(N)    084 30 47.92889(W) AD(       ) 1
 NF1493  NAD 27      -  42 37 53.36127(N)    084 30 48.00988(W) AD(       ) 1
 NF1493  NGVD 29 (07/19/86)  279.9    (m)          918.     (f) VERT ANG       
 NF1493
 NF1493.Superseded values are not recommended for survey control.
 NF1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1493.See file dsdata.txt to determine how the superseded data were derived.
 NF1493
 NF1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0389822895(NAD 83)
 NF1493_MARKER: DH = HORIZONTAL CONTROL DISK
 NF1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1493_STAMPING: HOLT 1976
 NF1493_MARK LOGO: NGS   
 NF1493_PROJECTION: FLUSH
 NF1493_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1493+STABILITY: SURFACE MOTION
 NF1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1493+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NF1493
 NF1493  HISTORY     - Date     Condition        Report By
 NF1493  HISTORY     - 1976     MONUMENTED       NGS
 NF1493  HISTORY     - 19921116 GOOD             NGS
 NF1493  HISTORY     - 20000516 GOOD             NGS
 NF1493  HISTORY     - 20030426 GOOD             USPSQD
 NF1493
 NF1493                          STATION DESCRIPTION
 NF1493
 NF1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1493'THE STATION IS LOCATED 0.7 MILE SOUTH OF DOWNTOWN HOLT, 2 MILES
 NF1493'WEST OF U.S. HIGHWAY 127, IN DELHI TOWNSHIP, ON TOWNSHIP
 NF1493'PROPERTY, IN A CLEARING IN DEADMANS HILL PARK, IN CENTRAL SECTION
 NF1493'23, T 3 N.  R 2 W.
 NF1493'
 NF1493'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 127 AND
 NF1493'INTERSTATE HIGHWAY 96, ABOUT 5 MILES SOUTHEAST OF LANSING, GO SOUTH
 NF1493'ON HIGHWAY 127 FOR 3.1 MILES TO THE HOLT ROAD EXIT.  TURN RIGHT AND
 NF1493'GO WEST ON HOLT ROAD FOR 1.9 MILES TO A CROSS STREET IN HOLT.
 NF1493'TURN LEFT AND GO SOUTH ON CEDAR STREET FOR 0.7 MILE TO A TRACK
 NF1493'ROAD RIGHT WITH A LOCKED CABLE GATE.  TURN RIGHT, THROUGH GATE, AND
 NF1493'GO WEST ON TRACK ROAD FOR 0.1 MILE TO CREST OF RIDGE.  (TO REACH
 NF1493'THE AZIMUTH MARK, TURN RIGHT AND GO NORTHEAST ACROSS FIELD FOR
 NF1493'0.05 MILE TO A DEMOLISHED FENCE AND THE MARK,) CONTINUE WESTERLY
 NF1493'ON THE WINDING ROAD FOR 0.15 MILE TO ITS END AT TOP OF HILL AND
 NF1493'CABLE FENCE.  CROSS FENCE, THEN GO RIGHT FOR 140 FEET TO THE
 NF1493'STATION.
 NF1493'
 NF1493'STATION MARKS ARE STANDARD DISKS STAMPED HOLT 1976.  THE SURFACE
 NF1493'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1493'THAT IS FLUSH WITH THE GROUND.  IT IS 27.5 FEET SOUTHWEST OF THE
 NF1493'CABLE FENCE, 16 FEET SOUTHEAST OF A METAL WITNESS POST IN A WIRE
 NF1493'FENCE LINE, AND 2 FEET NORTHWEST OF A 1 FOOT DEEP DRAINAGE DITCH.
 NF1493'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 NF1493'MASS, 42 INCHES BELOW GROUND.
 NF1493'
 NF1493'REFERENCE MARK 1, A STANDARD DISK STAMPED HOLT NO 1 1976, IS SET IN
 NF1493'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1493'WITH THE GROUND.  IT IS 59 FEET NORTHWEST OF THE ROAD CENTER WHERE
 NF1493'IT MEETS THE CABLE FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST,
 NF1493'AND 1 FOOT NORTH-NORTHWEST OF A 12-INCH DIAMETER, 2 FOOT HIGH
 NF1493'WOOD CABLE FENCE POST.
 NF1493'
 NF1493'REFERENCE MARK 2, A STANDARD DISK STAMPED HOLT NO 2 1976, IS SET IN
 NF1493'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1493'WITH THE GROUND.  IT IS 8 FEET SOUTH OF A 3 X 4 X 2 FOOT HIGH
 NF1493'BOULDER, 1.5 FEET NORTHEAST OF A METAL WITNESS POST, AND 1 FOOT
 NF1493'SOUTHEAST OF THE WIRE FENCE.
 NF1493'
 NF1493'AZIMUTH MARK, A STANDARD DISK STAMPED HOLT 1976, IS SET IN THE TOP
 NF1493'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 NF1493'GROUND.  IT IS ABOUT 100 FEET WEST OF THE WEST END OF A CHAIN LINK
 NF1493'FENCE, 59 FEET EAST OF A LONE 14-INCH TREE, AND 2 FEET SOUTH OF A
 NF1493'METAL WITNESS POST IN THE OLD FENCE LINE.
 NF1493'
 NF1493'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1493'
 NF1493'NEAREST TOWN--HOLT.
 NF1493'
 NF1493'HEIGHT OF LIGHT ABOVE STATION MARK 30.1 METERS.
 NF1493
 NF1493                          STATION RECOVERY (1992)
 NF1493
 NF1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1493'4.0 KM (2.50 MI) SOUTHERLY ALONG CEDAR STREET FROM THE JUNCTION OF
 NF1493'INTERSTATE HIGHWAY 96 IN LANCING, THENCE 0.6 KM (0.35 MI) WESTERLY
 NF1493'ALONG THE DEADMANS HILL PARK ENTRANCE ROAD AND A FIELD, AT THE CREST
 NF1493'OF DEADMAN HILL, 35.3 M (115.8 FT) NORTHWEST OF A UTILITY LIGHT POLE,
 NF1493'9.3 M (30.5 FT) SOUTHWEST OF A CABLE FENCE, 0.4 M (1.3 FT)
 NF1493'SOUTH-SOUTHWEST OF THE CENTER OF A FOOT PATH, AND THE MONUMENT IS
 NF1493'FLUSH WITH THE GROUND SURFACE.
 NF1493
 NF1493                          STATION RECOVERY (2000)
 NF1493
 NF1493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1493'RECOVERED AS DESCRIBED.
 NF1493
 NF1493                          STATION RECOVERY (2003)
 NF1493
 NF1493'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1493'95 YDS. FROM GATE ENTRANCE TO DEAD MAN'S HILL PARK.  62 FT N OF
 NF1493'CHURCH'S CHAIN LINK FENCE OR PARK BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1505 ***********************************************************************
 NF1505  DESIGNATION -  HOLT AZ MK
 NF1505  PID         -  NF1505
 NF1505  STATE/COUNTY-  MI/INGHAM
 NF1505  USGS QUAD   -  LANSING SOUTH (1973)
 NF1505
 NF1505                         *CURRENT SURVEY CONTROL
 NF1505  ___________________________________________________________________
 NF1505* NAD 83(1994)-  42 37 58.56650(N)    084 30 31.11884(W)     ADJUSTED  
 NF1505* NAVD 88     -       275.983  (meters)     905.45   (feet)  ADJUSTED  
 NF1505  ___________________________________________________________________
 NF1505  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 NF1505  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NF1505  DYNAMIC HT  -         275.901 (meters)     905.19  (feet)  COMP
 NF1505  MODELED GRAV-     980,314.2   (mgal)                       NAVD 88
 NF1505
 NF1505  HORZ ORDER  -  SECOND
 NF1505  VERT ORDER  -  FIRST     CLASS II
 NF1505
 NF1505.The horizontal coordinates were established by classical geodetic methods
 NF1505.and adjusted by the National Geodetic Survey in February 1997..
 NF1505
 NF1505.The orthometric height was determined by differential leveling
 NF1505.and adjusted by the National Geodetic Survey in January 2002..
 NF1505
 NF1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1505
 NF1505.The geoid height was determined by GEOID03.
 NF1505
 NF1505.The dynamic height is computed by dividing the NAVD 88
 NF1505.geopotential number by the normal gravity value computed on the
 NF1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1505.degrees latitude (g = 980.6199 gals.).
 NF1505
 NF1505.The modeled gravity was interpolated from observed gravity values.
 NF1505
 NF1505;                    North         East     Units Scale Factor Converg.
 NF1505;SPC MI S     -   125,853.148 3,988,355.324   MT  0.99991651   -0 05 47.8
 NF1505;SPC MI S     -   412,904.03 13,085,155.26   iFT  0.99991651   -0 05 47.8
 NF1505;UTM  16      - 4,723,063.199   704,276.324   MT  1.00011342   +1 41 16.7
 NF1505
 NF1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1505!SPC MI S     -   0.99996201  x   0.99991651  =   0.99987853
 NF1505!UTM  16      -   0.99996201  x   1.00011342  =   1.00007543
 NF1505
 NF1505:                Primary Azimuth Mark                     Grid Az
 NF1505:SPC MI S     -  OKEMOS NATL CABLE TV MAST                036 54 52.6
 NF1505:UTM  16      -  OKEMOS NATL CABLE TV MAST                035 07 48.1
 NF1505
 NF1505|---------------------------------------------------------------------|
 NF1505| PID    Reference Object                     Distance      Geod. Az  |
 NF1505|                                                           dddmmss.s |
 NF1505| NF1313 OKEMOS NATL CABLE TV MAST           APPROX. 6.7 KM 0364904.8 |
 NF1505| NF1506 HOLT 1970 AZ MK A PT                  4.379 METERS 10656     |
 NF1505| NF1493 HOLT                                413.403 METERS 2474432.6 |
 NF1505|---------------------------------------------------------------------|
 NF1505
 NF1505                          SUPERSEDED SURVEY CONTROL
 NF1505
 NF1505  NAD 83(1986)-  42 37 58.56578(N)    084 30 31.13725(W) AD(       ) 2
 NF1505  NAD 27      -  42 37 58.43620(N)    084 30 31.21878(W) AD(       ) 2
 NF1505  NGVD 29 (07/19/86)  276.1    (m)          906.     (f) VERT ANG       
 NF1505
 NF1505.Superseded values are not recommended for survey control.
 NF1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1505.See file dsdata.txt to determine how the superseded data were derived.
 NF1505
 NF1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0427623063(NAD 83)
 NF1505_MARKER: DZ = AZIMUTH MARK DISK
 NF1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1505_STAMPING: HOLT 1976
 NF1505_MARK LOGO: NGS   
 NF1505_PROJECTION: FLUSH
 NF1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1505+STABILITY: SURFACE MOTION
 NF1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1505+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 NF1505
 NF1505  HISTORY     - Date     Condition        Report By
 NF1505  HISTORY     - 1976     MONUMENTED       NGS
 NF1505  HISTORY     - 19921116 GOOD             NGS
 NF1505  HISTORY     - 20000516 GOOD             NGS
 NF1505  HISTORY     - 20030426 MARK NOT FOUND   USPSQD
 NF1505  HISTORY     - 20050319 GOOD             GEOCAC
 NF1505
 NF1505                          STATION DESCRIPTION
 NF1505
 NF1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1505'STATION MARK, A STANDARD DISK STAMPED HOLT 1976, IS SET IN THE TOP
 NF1505'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1505'THE GROUND.  IT IS ABOUT 100 FEET WEST OF THE WEST END OF A CHAIN
 NF1505'LINK FENCE, 59 FEET EAST OF A LONE 14-INCH TREE AND 2 FEET SOUTH
 NF1505'OF A METAL WITNESS POST IN THE OLD FENCE LINE.
 NF1505'
 NF1505'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
 NF1505
 NF1505                          STATION RECOVERY (1992)
 NF1505
 NF1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1505'4.0 KM (2.50 MI) SOUTHERLY ALONG CEDAR STREET FROM THE JUNCTION OF
 NF1505'INTERSTATE HIGHWAY 96 IN LANCING, THENCE 0.1 KM (0.05 MI) WEST ALONG
 NF1505'THE DEADMANS HILL PARK ENTRANCE ROAD, 12.8 M (42.0 FT) EAST OF A
 NF1505'24-INCH TREE, 10.0 M (32.8 FT) NORTH OF THE ROAD CENTER, 1.6 M (5.2
 NF1505'FT) ABOVE TH ELEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTH-SOUTHEAST OF A
 NF1505'WITNESS POST, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 NF1505'IS FLUSH WITH THE GROUND SURFACE.
 NF1505
 NF1505                          STATION RECOVERY (2000)
 NF1505
 NF1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1505'4.0 KM (2.50 MI) SOUTHERLY ALONG CEDAR STREET FROM THE JUNCTION OF
 NF1505'INTERSTATE HIGHWAY 96 IN LANCING, THENCE 0.1 KM (0.05 MI) WEST ALONG
 NF1505'THE DEADMANS HILL PARK ENTRANCE ROAD, 12.8 M (42.0 FT) EAST OF A
 NF1505'24-INCH TREE, 10.0 M (32.8 FT) NORTH OF THE ROAD CENTER, 1.6 M (5.2
 NF1505'FT) ABOVE TH ELEVEL OF THE ROAD, 0.5 M (1.6 FT) SOUTH-SOUTHEAST OF A
 NF1505'WITNESS POST, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND THE MONUMENT
 NF1505'IS FLUSH WITH THE GROUND SURFACE.
 NF1505
 NF1505                          STATION RECOVERY (2003)
 NF1505
 NF1505'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1505'MARK NOT FOUND.
 NF1505
 NF1505                          STATION RECOVERY (2005)
 NF1505
 NF1505'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF1505'LOCATED BETWEEN A CARSONITE WITNESS POST AND A METAL WITNESS POST
 NF1505'ABOUT 6 FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1498 ***********************************************************************
 NF1498  DESIGNATION -  HOLT CONTL CABLE TV MAST
 NF1498  PID         -  NF1498
 NF1498  STATE/COUNTY-  MI/INGHAM
 NF1498  USGS QUAD   -  LANSING SOUTH (1973)
 NF1498
 NF1498                         *CURRENT SURVEY CONTROL
 NF1498  ___________________________________________________________________
 NF1498* NAD 83(1994)-  42 39 01.41659(N)    084 32 46.85637(W)     ADJUSTED  
 NF1498* NAVD 88     -                                                        
 NF1498  ___________________________________________________________________
 NF1498  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 NF1498  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF1498
 NF1498  HORZ ORDER  -  THIRD
 NF1498
 NF1498.The horizontal coordinates were established by classical geodetic methods
 NF1498.and adjusted by the National Geodetic Survey in February 1997..
 NF1498
 NF1498
 NF1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1498
 NF1498.The geoid height was determined by GEOID03.
 NF1498
 NF1498;                    North         East     Units Scale Factor Converg.
 NF1498;SPC MI S     -   127,798.263 3,985,266.997   MT  0.99991522   -0 07 20.2
 NF1498;SPC MI S     -   419,285.64 13,075,022.96   iFT  0.99991522   -0 07 20.2
 NF1498;UTM  16      - 4,724,911.526   701,128.313   MT  1.00009771   +1 39 46.7
 NF1498
 NF1498                          SUPERSEDED SURVEY CONTROL
 NF1498
 NF1498  NAD 83(1986)-  42 39 01.41551(N)    084 32 46.87487(W) AD(       ) 4
 NF1498  NAD 27      -  42 39 01.28633(N)    084 32 46.95109(W) AD(       ) 3
 NF1498
 NF1498.Superseded values are not recommended for survey control.
 NF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1498.See file dsdata.txt to determine how the superseded data were derived.
 NF1498
 NF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0112824912(NAD 83)
 NF1498_MARKER: 42 = RADIO/TV MAST
 NF1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1498+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2003
 NF1498
 NF1498  HISTORY     - Date     Condition        Report By
 NF1498  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1498  HISTORY     - 20030426 GOOD             USPSQD
 NF1498
 NF1498                          STATION DESCRIPTION
 NF1498
 NF1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1498'THE STATION IS THE LIGHT ATOP AND CENTER OF THE HOLT CONTINENTAL
 NF1498'CABLE TV MAST.  IT IS A GUYED, TRUSS-WORK MAST, PAINTED ALTERNATELY
 NF1498'RED AND WHITE, AND IS APPROXIMATELY 255 FEET HIGH.
 NF1498'
 NF1498'LOCATED 1.75 MILES NORTHWEST OF THE CENTER OF HOLT, 0.3 MILE SOUTH
 NF1498'OF WILLOUGHBY ROAD, AND 0.2 MILE WEST OF EIFERT ROAD.
 NF1498
 NF1498                          STATION RECOVERY (2003)
 NF1498
 NF1498'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1498'DOWN A BUSINESS PARK ROAD, NEXT TO A SERIES OF MAILBOXES 2354 EIFERT
 NF1498'ROAD, CURRENTLY COMCAST TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1491 ***********************************************************************
 NF1491  DESIGNATION -  HOLT RAD STA WVIC MAST
 NF1491  PID         -  NF1491
 NF1491  STATE/COUNTY-  MI/INGHAM
 NF1491  USGS QUAD   -  LANSING SOUTH (1973)
 NF1491
 NF1491                         *CURRENT SURVEY CONTROL
 NF1491  ___________________________________________________________________
 NF1491* NAD 83(1994)-  42 38 44.73265(N)    084 33 39.54069(W)     ADJUSTED  
 NF1491* NAVD 88     -                                                        
 NF1491  ___________________________________________________________________
 NF1491  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 NF1491  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF1491
 NF1491  HORZ ORDER  -  THIRD
 NF1491
 NF1491.The horizontal coordinates were established by classical geodetic methods
 NF1491.and adjusted by the National Geodetic Survey in February 1997..
 NF1491
 NF1491
 NF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1491
 NF1491.The geoid height was determined by GEOID03.
 NF1491
 NF1491;                    North         East     Units Scale Factor Converg.
 NF1491;SPC MI S     -   127,286.153 3,984,065.856   MT  0.99991555   -0 07 56.1
 NF1491;SPC MI S     -   417,605.49 13,071,082.20   iFT  0.99991555   -0 07 56.1
 NF1491;UTM  16      - 4,724,362.149   699,943.496   MT  1.00009187   +1 39 10.4
 NF1491
 NF1491                          SUPERSEDED SURVEY CONTROL
 NF1491
 NF1491  NAD 83(1986)-  42 38 44.73157(N)    084 33 39.55928(W) AD(       ) 4
 NF1491  NAD 27      -  42 38 44.60258(N)    084 33 39.63405(W) AD(       ) 3
 NF1491
 NF1491.Superseded values are not recommended for survey control.
 NF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1491.See file dsdata.txt to determine how the superseded data were derived.
 NF1491
 NF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9994324362(NAD 83)
 NF1491_MARKER: 42 = RADIO/TV MAST
 NF1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1491+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2003
 NF1491
 NF1491  HISTORY     - Date     Condition        Report By
 NF1491  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1491  HISTORY     - 20030705 GOOD             GEOCAC
 NF1491
 NF1491                          STATION DESCRIPTION
 NF1491
 NF1491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1491'THE STATION IS THE LIGHT ATOP AND CENTER OF THE CENTER ONE OF THREE
 NF1491'MASTS OWNED BY HOLT RADIO STATION WVIC.  IT IS A GUYED, TRUSS-WORK
 NF1491'MAST, PAINTED ALTERNATELY RED AND WHITE, AND IS APPROXIMATELY
 NF1491'250 FEET HIGH.
 NF1491'
 NF1491'LOCATED 2.3 MILES WEST-NORTHWEST OF THE CENTER OF HOLT, 0.4 MILE
 NF1491'NORTH OF HOLT ROAD, AND 0.4 MILE WEST OF GUNN ROAD.
 NF1491
 NF1491                          STATION RECOVERY (2003)
 NF1491
 NF1491'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7858 ***********************************************************************
 AH7858  DESIGNATION -  HOLT RM 1
 AH7858  PID         -  AH7858
 AH7858  STATE/COUNTY-  MI/INGHAM
 AH7858  USGS QUAD   -  LANSING SOUTH (1973)
 AH7858
 AH7858                         *CURRENT SURVEY CONTROL
 AH7858  ___________________________________________________________________
 AH7858* NAD 83(1986)-  42 37 52.     (N)    084 30 47.     (W)     SCALED    
 AH7858* NAVD 88     -       279.134  (meters)     915.79   (feet)  ADJUSTED  
 AH7858  ___________________________________________________________________
 AH7858  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AH7858  DYNAMIC HT  -         279.050 (meters)     915.52  (feet)  COMP
 AH7858  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 AH7858
 AH7858  VERT ORDER  -  FIRST     CLASS II
 AH7858
 AH7858.The horizontal coordinates were scaled from a topographic map and have
 AH7858.an estimated accuracy of +/- 6 seconds.
 AH7858
 AH7858.The orthometric height was determined by differential leveling
 AH7858.and adjusted by the National Geodetic Survey in January 2002..
 AH7858
 AH7858.The geoid height was determined by GEOID03.
 AH7858
 AH7858.The dynamic height is computed by dividing the NAVD 88
 AH7858.geopotential number by the normal gravity value computed on the
 AH7858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7858.degrees latitude (g = 980.6199 gals.).
 AH7858
 AH7858.The modeled gravity was interpolated from observed gravity values.
 AH7858
 AH7858;                    North         East    Units  Estimated Accuracy
 AH7858;SPC MI S     -   125,650.    3,987,990.      MT  (+/- 180 meters Scaled)
 AH7858
 AH7858                          SUPERSEDED SURVEY CONTROL
 AH7858
 AH7858.No superseded survey control is available for this station.
 AH7858
 AH7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN039228(NAD 83)
 AH7858_MARKER: DR = REFERENCE MARK DISK
 AH7858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7858_STAMPING: HOLT NO 1 1976
 AH7858_MARK LOGO: NGS   
 AH7858_PROJECTION: FLUSH
 AH7858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7858+STABILITY: SURFACE MOTION
 AH7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7858+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 AH7858
 AH7858  HISTORY     - Date     Condition        Report By
 AH7858  HISTORY     - 1976     MONUMENTED       NGS
 AH7858  HISTORY     - 19921116 GOOD             NGS
 AH7858  HISTORY     - 20000516 GOOD             NGS
 AH7858
 AH7858                          STATION DESCRIPTION
 AH7858
 AH7858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7858'4.0 KM (2.50 MI) SOUTHERLY ALONG CEDAR STREET FROM THE JUNCTION OF
 AH7858'INTERSTATE HIGHWAY 96 IN LANCING, THENCE 0.6 KM (0.35 MI) WESTERLY
 AH7858'ALONG THE DEADMANS HILL PARK ENTRANCE ROAD AND A FIELD, AT THE CREST
 AH7858'OF DEADMAN HILL, 25.8 M (84.6 FT) EAST-SOUTHEAST OF TRIANGULATION
 AH7858'STATION HOLT, 12.8 M (42.0 FT) NORTH-NORTHEAST OF A UTILITY LIGHT
 AH7858'POLE, 1.6 M (5.2 FT) NORTHEAST OF A PARK BENCH, 0.3 M (1.0 FT)
 AH7858'WEST-NORTHWEST OF A WOODEN WITNESS POST AND FENCE, AND THE MONUMENT IS
 AH7858'FLUSH WITH THE GROUND SURFACE.
 AH7858
 AH7858                          STATION RECOVERY (2000)
 AH7858
 AH7858'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7858'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7859 ***********************************************************************
 AH7859  DESIGNATION -  HOLT RM 2
 AH7859  PID         -  AH7859
 AH7859  STATE/COUNTY-  MI/INGHAM
 AH7859  USGS QUAD   -  LANSING SOUTH (1973)
 AH7859
 AH7859                         *CURRENT SURVEY CONTROL
 AH7859  ___________________________________________________________________
 AH7859* NAD 83(1986)-  42 37 52.     (N)    084 30 49.     (W)     SCALED    
 AH7859* NAVD 88     -       279.278  (meters)     916.26   (feet)  ADJUSTED  
 AH7859  ___________________________________________________________________
 AH7859  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AH7859  DYNAMIC HT  -         279.194 (meters)     915.99  (feet)  COMP
 AH7859  MODELED GRAV-     980,313.5   (mgal)                       NAVD 88
 AH7859
 AH7859  VERT ORDER  -  FIRST     CLASS II
 AH7859
 AH7859.The horizontal coordinates were scaled from a topographic map and have
 AH7859.an estimated accuracy of +/- 6 seconds.
 AH7859
 AH7859.The orthometric height was determined by differential leveling
 AH7859.and adjusted by the National Geodetic Survey in January 2002..
 AH7859
 AH7859.The geoid height was determined by GEOID03.
 AH7859
 AH7859.The dynamic height is computed by dividing the NAVD 88
 AH7859.geopotential number by the normal gravity value computed on the
 AH7859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7859.degrees latitude (g = 980.6199 gals.).
 AH7859
 AH7859.The modeled gravity was interpolated from observed gravity values.
 AH7859
 AH7859;                    North         East    Units  Estimated Accuracy
 AH7859;SPC MI S     -   125,650.    3,987,950.      MT  (+/- 180 meters Scaled)
 AH7859
 AH7859                          SUPERSEDED SURVEY CONTROL
 AH7859
 AH7859.No superseded survey control is available for this station.
 AH7859
 AH7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN038228(NAD 83)
 AH7859_MARKER: DR = REFERENCE MARK DISK
 AH7859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH7859_STAMPING: HOLT NO 2 1976
 AH7859_MARK LOGO: NGS   
 AH7859_PROJECTION: FLUSH
 AH7859_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7859+STABILITY: SURFACE MOTION
 AH7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7859+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 AH7859
 AH7859  HISTORY     - Date     Condition        Report By
 AH7859  HISTORY     - 1976     MONUMENTED       NGS
 AH7859  HISTORY     - 19921116 GOOD             NGS
 AH7859  HISTORY     - 20000516 GOOD             NGS
 AH7859
 AH7859                          STATION DESCRIPTION
 AH7859
 AH7859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7859'4.0 KM (2.50 MI) SOUTHERLY ALONG CEDAR STREET FROM THE JUNCTION OF
 AH7859'INTERSTATE HIGHWAY 96 IN LANCING, THENCE 0.6 KM (0.35 MI) WESTERLY
 AH7859'ALONG THE DEADMANS HILL PARK ENTRANCE ROAD AND A FIELD, AT THE CREST
 AH7859'OF DEADMAN HILL, 27.9 M (91.5 FT) SOUTHWEST OF TRIANGULATION STATION
 AH7859'HOLT, 23.7 M (77.8 FT) WEST OF A UTILITY LIGHT POLE, 0.3 M (1.0 FT)
 AH7859'SOUTHEAST OF A FENCE, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AH7859'SURFACE.
 AH7859
 AH7859                          STATION RECOVERY (2000)
 AH7859
 AH7859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7859'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1404 ***********************************************************************
 NF1404  DESIGNATION -  HOMER MUN TANK
 NF1404  PID         -  NF1404
 NF1404  STATE/COUNTY-  MI/CALHOUN
 NF1404  USGS QUAD   -  SOUTHWEST ALBION (1980)
 NF1404
 NF1404                         *CURRENT SURVEY CONTROL
 NF1404  ___________________________________________________________________
 NF1404* NAD 83(1994)-  42 08 46.19542(N)    084 48 21.92130(W)     ADJUSTED  
 NF1404* NAVD 88     -                                                        
 NF1404  ___________________________________________________________________
 NF1404  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 NF1404  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF1404
 NF1404  HORZ ORDER  -  THIRD
 NF1404
 NF1404.The horizontal coordinates were established by classical geodetic methods
 NF1404.and adjusted by the National Geodetic Survey in February 1997..
 NF1404
 NF1404
 NF1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1404
 NF1404.The geoid height was determined by GEOID03.
 NF1404
 NF1404;                    North         East     Units Scale Factor Converg.
 NF1404;SPC MI S     -    71,870.184 3,963,677.489   MT  0.99998939   -0 17 56.5
 NF1404;SPC MI S     -   235,794.57 13,004,191.24   iFT  0.99998939   -0 17 56.5
 NF1404;UTM  16      - 4,668,334.562   681,282.559   MT  1.00000438   +1 28 21.2
 NF1404
 NF1404                          SUPERSEDED SURVEY CONTROL
 NF1404
 NF1404  NAD 83(1986)-  42 08 46.19495(N)    084 48 21.93758(W) AD(       ) 4
 NF1404  NAD 27      -  42 08 46.03090(N)    084 48 22.02962(W) AD(       ) 3
 NF1404
 NF1404.Superseded values are not recommended for survey control.
 NF1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1404.See file dsdata.txt to determine how the superseded data were derived.
 NF1404
 NF1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8128368335(NAD 83)
 NF1404_MARKER: 53 = ELEVATED TANK
 NF1404
 NF1404  HISTORY     - Date     Condition        Report By
 NF1404  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1404  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1404
 NF1404                          STATION DESCRIPTION
 NF1404
 NF1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1404'HOMER, MUNICIPAL WATER TANK IS LOCATED IN HOMER 0.1 MILE EAST OF
 NF1404'THE POST OFFICE,
 NF1404'BEHIND THE FIRE STATION, AND BETWEEN STATE HIGHWAY
 NF1404'M 60 AND MAIN STREET.
 NF1404'
 NF1404'IT IS A FOUR LEGGED STEEL STRUCTURE WITH CONICAL TANK.  IT IS
 NF1404'PAINTED SILVER AND
 NF1404'HAS THE LETTERS HOMER IN BLACK ON THE EAST AND WEST
 NF1404'SIDE OF THE TANK, AND IT HAS AN
 NF1404'OVERALL HEIGHT OF 100 FEET.
 NF1404'
 NF1404'THE POINT INTERSECTED WAS THE BALL ATOP THE TANK.
 NF1404
 NF1404                          STATION RECOVERY (2001)
 NF1404
 NF1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1404'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0552 ***********************************************************************
 PM0552  DESIGNATION -  HONOR
 PM0552  PID         -  PM0552
 PM0552  STATE/COUNTY-  MI/BENZIE
 PM0552  USGS QUAD   -  
 PM0552
 PM0552                         *CURRENT SURVEY CONTROL
 PM0552  ___________________________________________________________________
 PM0552* NAD 83(1994)-  44 38 33.92744(N)    086 01 42.40794(W)     ADJUSTED  
 PM0552* NAVD 88     -       336.     (meters)    1102.     (feet)  SCALED    
 PM0552  ___________________________________________________________________
 PM0552  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PM0552  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PM0552
 PM0552  HORZ ORDER  -  FIRST
 PM0552
 PM0552.The horizontal coordinates were established by classical geodetic methods
 PM0552.and adjusted by the National Geodetic Survey in February 1997..
 PM0552
 PM0552.The orthometric height was scaled from a topographic map.
 PM0552
 PM0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0552
 PM0552.The geoid height was determined by GEOID03.
 PM0552
 PM0552;                    North         East     Units Scale Factor Converg.
 PM0552;SPC MI C     -   148,705.852 5,868,181.192   MT  0.99992640   -1 10 26.0
 PM0552;SPC MI C     -   487,880.09 19,252,562.97   iFT  0.99992640   -1 10 26.0
 PM0552;UTM  16      - 4,943,725.591   577,047.651   MT  0.99967300   +0 40 57.8
 PM0552
 PM0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0552!SPC MI C     -   0.99995285  x   0.99992640  =   0.99987925
 PM0552!UTM  16      -   0.99995285  x   0.99967300  =   0.99962586
 PM0552
 PM0552|---------------------------------------------------------------------|
 PM0552| PID    Reference Object                     Distance      Geod. Az  |
 PM0552|                                                           dddmmss.s |
 PM0552| CH1263 HONOR RM 1                           11.115 METERS 05839     |
 PM0552| PL0538 BARNARD                             APPROX.10.2 KM 1184846.9 |
 PM0552| CH1264 HONOR RM 2                            9.900 METERS 16426     |
 PM0552| PM0551 HONOR FIRE LOOKOUT TOWER 1932         7.460 METERS 35532     |
 PM0552|---------------------------------------------------------------------|
 PM0552
 PM0552                          SUPERSEDED SURVEY CONTROL
 PM0552
 PM0552  NAD 83(1986)-  44 38 33.93540(N)    086 01 42.40492(W) AD(       ) 1
 PM0552  NAD 27      -  44 38 33.93333(N)    086 01 42.08407(W) AD(       ) 1
 PM0552
 PM0552.Superseded values are not recommended for survey control.
 PM0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0552.See file dsdata.txt to determine how the superseded data were derived.
 PM0552
 PM0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7704843726(NAD 83)
 PM0552_MARKER: DS = TRIANGULATION STATION DISK
 PM0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0552
 PM0552  HISTORY     - Date     Condition        Report By
 PM0552  HISTORY     - 1932     MONUMENTED       CGS
 PM0552  HISTORY     - 1971     GOOD             NGS
 PM0552  HISTORY     - 1980     GOOD             MIDH
 PM0552  HISTORY     - 19960816 GOOD             USPSQD
 PM0552
 PM0552                          STATION DESCRIPTION
 PM0552
 PM0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0552'ABOUT 1-1/2 MILES SOUTH OF HONOR, NEAR HONOR FIRE LOOKOUT TOWER, IN
 PM0552'NE 1/4 SEC. 20, T. 26 N., R. 14 W., ON LAND LEASED BY STATE BUT OWNED
 PM0552'BY DON MARSHALL, 5.46 METERS (17.9 FEET) SOUTHEAST OF SOUTHWEST LEG
 PM0552'OF TOWER, AND 5.35 METERS (17.6 FEET) SOUTHWEST OF SOUTHEAST LEG.
 PM0552'TO REACH FROM MAIN CORNER IN BEULAH, FOLLOW U. S. ROUTE 31 NORTH
 PM0552'0.3 MILE TO GRAVEL ROAD LEADING EAST KNOWN AS NARROW GAUGE ROAD,
 PM0552'FOLLOW THIS ROAD EAST 2.3 MILES TO FORK, FOLLOW LEFT FORK 0.8 MILE
 PM0552'NORTHEAST TO CROSSROADS, PROCEED EAST 0.5 MILE ON GRAVEL ROAD TO
 PM0552'CROSSROADS AT FIRE TOWER SIGN, CONTINUE STRAIGHT EAST 0.5 MILE ON
 PM0552'SANDY ROAD TO ANOTHER FIRE TOWER SIGN, FOLLOW SAND ROAD SOUTH 0.25
 PM0552'MILE INTO WOODS TO ITS END, AND CONTINUE SOUTH UP PATH 200 METERS
 PM0552'(656 FEET) TO FIRE TOWER AND STATION SITE.  SURFACE AND
 PM0552'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE.  UPPER
 PM0552'MARK PROJECTS 4 INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS
 PM0552'IN CONCRETE, PROJECTING 4 INCHES.  NO. 1 IS IN EDGE OF WOODS, 7.1
 PM0552'METERS (23 FEET) NORTHEAST OF SOUTHEAST TOWER LEG, 8.8 METERS (29
 PM0552'FEET) SOUTHEAST OF NORTHEAST TOWER LEG, AND 11.115 METERS (36.47
 PM0552'FEET) FROM STATION N 58 DEG 39 MIN E.  NO. 2 IS IN EDGE OF
 PM0552'WOODS, 14.25 METERS (46.8 FEET) SOUTH OF SOUTHEAST TOWER LEG, 4.0
 PM0552'METERS (13 FEET) WEST OF 10-INCH BEECH TREE, 1.6 METERS (5 FEET)
 PM0552'SOUTHEAST OF 12-INCH MAPLE TREE, AND 9.900 METERS (32.48 FEET) FROM
 PM0552'STATION S 15 DEG 26 MIN E.  HONOR FIRE LOOKOUT TOWER IS
 PM0552'7.46 METERS (24.5 FEET) FROM STATION N 05 DEG 28 MIN W.
 PM0552
 PM0552                          STATION RECOVERY (1971)
 PM0552
 PM0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 PM0552'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 PM0552'
 PM0552'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SOUTH
 PM0552'OF HONOR.
 PM0552
 PM0552                          STATION RECOVERY (1980)
 PM0552
 PM0552'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0552'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0552'CONDITION.  AZIMUTH MARK HAS NOT BEEN SET.
 PM0552'TO REACH DESCRIPTION OF 1932 IS GOOD.
 PM0552
 PM0552                          STATION RECOVERY (1996)
 PM0552
 PM0552'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0551 ***********************************************************************
 PM0551  DESIGNATION -  HONOR FIRE LOOKOUT TOWER 1932
 PM0551  PID         -  PM0551
 PM0551  STATE/COUNTY-  MI/BENZIE
 PM0551  USGS QUAD   -  
 PM0551
 PM0551                         *CURRENT SURVEY CONTROL
 PM0551  ___________________________________________________________________
 PM0551* NAD 83(1994)-  44 38 34.16838(N)    086 01 42.43432(W)     ADJUSTED  
 PM0551* NAVD 88     -                                                        
 PM0551  ___________________________________________________________________
 PM0551  LAPLACE CORR-           4.22  (seconds)                    DEFLEC99
 PM0551  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PM0551
 PM0551  HORZ ORDER  -  THIRD
 PM0551
 PM0551.The horizontal coordinates were established by classical geodetic methods
 PM0551.and adjusted by the National Geodetic Survey in February 1997..
 PM0551
 PM0551
 PM0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0551
 PM0551.The geoid height was determined by GEOID03.
 PM0551
 PM0551;                    North         East     Units Scale Factor Converg.
 PM0551;SPC MI C     -   148,713.300 5,868,180.763   MT  0.99992639   -1 10 26.0
 PM0551;SPC MI C     -   487,904.53 19,252,561.56   iFT  0.99992639   -1 10 26.0
 PM0551;UTM  16      - 4,943,733.018   577,046.981   MT  0.99967300   +0 40 57.8
 PM0551
 PM0551                          SUPERSEDED SURVEY CONTROL
 PM0551
 PM0551  NAD 83(1986)-  44 38 34.17634(N)    086 01 42.43130(W) AD(       ) 4
 PM0551  NAD 27      -  44 38 34.17427(N)    086 01 42.11045(W) AD(       ) 3
 PM0551
 PM0551.Superseded values are not recommended for survey control.
 PM0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0551.See file dsdata.txt to determine how the superseded data were derived.
 PM0551
 PM0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7704743733(NAD 83)
 PM0551_MARKER: 57 = LOOKOUT TOWER
 PM0551
 PM0551  HISTORY     - Date     Condition        Report By
 PM0551  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0551  HISTORY     - 1971     GOOD             NGS
 PM0551  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 PM0551
 PM0551                          STATION DESCRIPTION
 PM0551
 PM0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JRH)
 PM0551'STATION WAS RECOVERED.
 PM0551'
 PM0551'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SOUTH
 PM0551'OF HONOR.
 PM0551
 PM0551                          STATION RECOVERY (1996)
 PM0551
 PM0551'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0551'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0654 ***********************************************************************
 OK0654  DESIGNATION -  HOODPORT
 OK0654  PID         -  OK0654
 OK0654  STATE/COUNTY-  MI/MECOSTA
 OK0654  USGS QUAD   -  BIG RAPIDS (1985)
 OK0654
 OK0654                         *CURRENT SURVEY CONTROL
 OK0654  ___________________________________________________________________
 OK0654* NAD 83(1994)-  43 43 11.19451(N)    085 29 51.92084(W)     ADJUSTED  
 OK0654* NAVD 88     -       282.402  (meters)     926.51   (feet)  ADJUSTED  
 OK0654  ___________________________________________________________________
 OK0654  X           -     362,444.017 (meters)                     COMP
 OK0654  Y           -  -4,602,982.842 (meters)                     COMP
 OK0654  Z           -   4,385,814.270 (meters)                     COMP
 OK0654  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 OK0654  ELLIP HEIGHT-         249.56  (meters)          (07/17/02) GPS OBS
 OK0654  GEOID HEIGHT-         -32.88  (meters)                     GEOID03
 OK0654  DYNAMIC HT  -         282.351 (meters)     926.35  (feet)  COMP
 OK0654  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 OK0654
 OK0654  HORZ ORDER  -  FIRST
 OK0654  VERT ORDER  -  FIRST     CLASS II
 OK0654  ELLP ORDER  -  FOURTH    CLASS I
 OK0654
 OK0654.This mark is at Roben-Hood Airport (77D)
 OK0654
 OK0654.The horizontal coordinates were established by GPS observations
 OK0654.and adjusted by the National Geodetic Survey in February 1997..
 OK0654
 OK0654.The orthometric height was determined by differential leveling
 OK0654.and adjusted by the National Geodetic Survey in January 2002..
 OK0654.WARNING-GPS observations at this control monument resulted in a GPS
 OK0654.derived orthometric height which differed from the leveled height by
 OK0654.more than one decimeter (0.1 meter).
 OK0654
 OK0654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0654
 OK0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0654
 OK0654.The ellipsoidal height was determined by GPS observations
 OK0654.and is referenced to NAD 83.
 OK0654
 OK0654.The geoid height was determined by GEOID03.
 OK0654
 OK0654.The dynamic height is computed by dividing the NAVD 88
 OK0654.geopotential number by the normal gravity value computed on the
 OK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0654.degrees latitude (g = 980.6199 gals.).
 OK0654
 OK0654.The modeled gravity was interpolated from observed gravity values.
 OK0654
 OK0654;                    North         East     Units Scale Factor Converg.
 OK0654;SPC MI S     -   247,191.597 3,908,855.302   MT  1.00001312   -0 46 11.1
 OK0654;SPC MI S     -   810,996.05 12,824,328.42   iFT  1.00001312   -0 46 11.1
 OK0654;UTM  16      - 4,841,846.279   621,007.154   MT  0.99978010   +1 02 18.1
 OK0654
 OK0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0654!SPC MI S     -   0.99996087  x   1.00001312  =   0.99997399
 OK0654!UTM  16      -   0.99996087  x   0.99978010  =   0.99974098
 OK0654
 OK0654:                Primary Azimuth Mark                     Grid Az
 OK0654:SPC MI S     -  HOODPORT AZ MK                           143 42 02.5
 OK0654:UTM  16      -  HOODPORT AZ MK                           141 53 33.3
 OK0654
 OK0654|---------------------------------------------------------------------|
 OK0654| PID    Reference Object                     Distance      Geod. Az  |
 OK0654|                                                           dddmmss.s |
 OK0654| OK0655 HOODPORT AZ MK                      431.033 METERS 1425551.4 |
 OK0654|---------------------------------------------------------------------|
 OK0654
 OK0654                          SUPERSEDED SURVEY CONTROL
 OK0654
 OK0654  ELLIP H (02/03/97)  249.57   (m)                       GP(       ) 4 1
 OK0654  NAD 83(1986)-  43 43 11.18165(N)    085 29 51.93816(W) AD(       ) 1
 OK0654  NAD 83(1986)-  43 43 11.19367(N)    085 29 51.92890(W) AD(       ) 3
 OK0654  NGVD 29 (03/27/91)  282.7    (m)          927.     (f) GPS OBS        
 OK0654
 OK0654.Superseded values are not recommended for survey control.
 OK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0654.See file dsdata.txt to determine how the superseded data were derived.
 OK0654
 OK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2100741846(NAD 83)
 OK0654_MARKER: I = METAL ROD
 OK0654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0654_STAMPING: HOODPORT 1989
 OK0654_MARK LOGO: NGS   
 OK0654_PROJECTION: FLUSH
 OK0654_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0654_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0654+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0654_ROD/PIPE-DEPTH: 24.4 meters
 OK0654_SLEEVE-DEPTH  : 1.0 meters
 OK0654
 OK0654  HISTORY     - Date     Condition        Report By
 OK0654  HISTORY     - 1989     MONUMENTED       NGS
 OK0654  HISTORY     - 19910715 GOOD             NGS
 OK0654  HISTORY     - 19921111 GOOD             NGS
 OK0654  HISTORY     - 20010626 GOOD             USPSQD
 OK0654
 OK0654                          STATION DESCRIPTION
 OK0654
 OK0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0654'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH-NORTHWEST OF BIG
 OK0654'RAPIDS, AT THE BIG RAPIDS ROBEN-HOOD AIRPORT, ALONG THE SOUTHWEST
 OK0654'EDGE, NEAR THE CENTER OF RUNWAY 14-32.  OWNERSHIP---CITY OF BIG
 OK0654'RAPIDS, C/O AIRPORT MANAGER BERNIE JOHNSON, 1829 NORTH STATE STREET,
 OK0654'BIG RAPIDS MI 49307.  PHONE IS (616) 796-5600.
 OK0654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 BUSINESS
 OK0654'AND STATE HIGHWAY 20 EAST, IN BIG RAPIDS, GO NORTHERLY FOR 2.7 KM
 OK0654'(1.70 MI) ON HIGHWAY 131 BUSINESS TO A GRAVEL DRIVE LEFT.  TURN LEFT
 OK0654'AND GO WEST FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO A GATE.
 OK0654'CONTINUE WEST FOR 0.2 KM (0.10 MI), PASSING THROUGH THE GATE AND TO
 OK0654'THE LEFT OF THE AIRPORT OFFICE, ACROSS THE APRON AND ON A CONNECTING
 OK0654'TAXIWAY TO THE STATION RIGHT, JUST AFTER CROSSING RUNWAY 14-32.
 OK0654'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0654'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 24.4 METERS IN A
 OK0654'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OK0654'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0654'LOCATED 19.1 M (62.7 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF RUNWAY
 OK0654'14-32, 6.3 M (20.7 FT) NORTHWEST FROM THE EXTENDED CENTER OF A
 OK0654'CONNECTING TAXIWAY AND 4.3 M (14.1 FT) NORTHEAST FROM A CARSONITE
 OK0654'WITNESS POST.
 OK0654'DESCRIBED BY K.L. FANCHER.
 OK0654'NOTE-CALL IN ADVANCE, GATE MAY BE LOCKED.
 OK0654'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0654
 OK0654                          STATION RECOVERY (1991)
 OK0654
 OK0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0654'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) NORTH-NORTHWEST OF BIG
 OK0654'RAPIDS, AT THE BIG RAPIDS/ROBEN HOOD AIRPORT, ALONG THE SOUTHWEST
 OK0654'EDGE AND NEAR THE CENTER OF RUNWAY 14-32.  OWNERSHIP---CITY OF BIG
 OK0654'RAPIDS, C/O AIRPORT MANAGER BERNIE JOHNSON, 1829 NORTH STATE STREET,
 OK0654'BIG RAPIDS, MI. 49307. PHONE (616) 796-5600.
 OK0654'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 BUSINESS
 OK0654'AND STATE HIGHWAY 20 EAST, IN BIG RAPIDS, GO NORTHERLY FOR 2.7 KM
 OK0654'(1.7 MI) ON HIGHWAY 131 BUSINESS TO A GRAVEL DRIVE LEFT.  TURN LEFT
 OK0654'AND GO WEST FOR 50 METERS ON THE AIRPORT ENTRANCE DRIVE TO A GATE.
 OK0654'CONTINUE WEST FOR 0.2 KM (0.1 MI) PASSING THROUGH THE GATE AND TO THE
 OK0654'LEFT OF THE AIRPORT OFFICE ACROSS THE APRON AND ON A CONNECTING
 OK0654'TAXIWAY TO THE STATION RIGHT JUST AFTER CROSSING RUNWAY 14-32.
 OK0654'LOCATED 19.1 M (62.7 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF RUNWAY
 OK0654'14-32, 6.3 M (20.7 FT) NORTHWEST FROM THE EXTENDED CENTER OF A
 OK0654'CONNECTING TAXIWAY AND 4.3 M (14.1 FT) NORTHEAST FROM A CARSONITE
 OK0654'WITNESS POST.
 OK0654
 OK0654                          STATION RECOVERY (1992)
 OK0654
 OK0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0654'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 OK0654'IN BIG RAPIDS, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG U.S.  HIGHWAY
 OK0654'131 BUSINESS, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG AN AIRPORT
 OK0654'ENTRANCE ROAD, ACROSS AN APRON AND A TAXIWAY, 30.7 M (100.7 FT)
 OK0654'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF RUNWAY 32, 22.9 M (75.1
 OK0654'FT) WEST OF A RUNWAY LIGHT, 8.2 M (26.9 FT) NORTH OF THE EXTENDED
 OK0654'CENTER OF THE TAXIWAY, AND 4.3 M (14.1 FT) NORTHEAST OF A WITNESS POST
 OK0654'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 OK0654'CAP.  THE ROD DEPTH IS UNKNOWN.  THE SLEEVE DEPTH DOES NOT MEET THE
 OK0654'SPECIFICATION FOR A CLASS A MARK.
 OK0654
 OK0654                          STATION RECOVERY (2001)
 OK0654
 OK0654'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0654'NEW MANAGER OF AIRPORT IN BIG RAPIDS IS JOHN C. GRIFFITH, 1829 NORTH
 OK0654'STATE STREET, BIG RAPIDS MI 49307. PONE IS (231) 796-5600.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0655 ***********************************************************************
 OK0655  DESIGNATION -  HOODPORT AZ MK
 OK0655  PID         -  OK0655
 OK0655  STATE/COUNTY-  MI/MECOSTA
 OK0655  USGS QUAD   -  BIG RAPIDS (1985)
 OK0655
 OK0655                         *CURRENT SURVEY CONTROL
 OK0655  ___________________________________________________________________
 OK0655* NAD 83(1994)-  43 43 00.05072(N)    085 29 40.31422(W)     ADJUSTED  
 OK0655* NAVD 88     -       281.279  (meters)     922.83   (feet)  ADJUSTED  
 OK0655  ___________________________________________________________________
 OK0655  X           -     362,721.637 (meters)                     COMP
 OK0655  Y           -  -4,603,198.595 (meters)                     COMP
 OK0655  Z           -   4,385,564.904 (meters)                     COMP
 OK0655  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 OK0655  ELLIP HEIGHT-         248.43  (meters)          (07/17/02) GPS OBS
 OK0655  GEOID HEIGHT-         -32.87  (meters)                     GEOID03
 OK0655  DYNAMIC HT  -         281.228 (meters)     922.66  (feet)  COMP
 OK0655  MODELED GRAV-     980,430.6   (mgal)                       NAVD 88
 OK0655
 OK0655  HORZ ORDER  -  FIRST
 OK0655  VERT ORDER  -  FIRST     CLASS II
 OK0655  ELLP ORDER  -  FOURTH    CLASS I
 OK0655
 OK0655.This mark is at Roben-Hood Airport (77D)
 OK0655
 OK0655.The horizontal coordinates were established by GPS observations
 OK0655.and adjusted by the National Geodetic Survey in February 1997..
 OK0655
 OK0655.The orthometric height was determined by differential leveling
 OK0655.and adjusted by the National Geodetic Survey in January 2002..
 OK0655.WARNING-GPS observations at this control monument resulted in a GPS
 OK0655.derived orthometric height which differed from the leveled height by
 OK0655.more than one decimeter (0.1 meter).
 OK0655
 OK0655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0655
 OK0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0655
 OK0655.The ellipsoidal height was determined by GPS observations
 OK0655.and is referenced to NAD 83.
 OK0655
 OK0655.The geoid height was determined by GEOID03.
 OK0655
 OK0655.The dynamic height is computed by dividing the NAVD 88
 OK0655.geopotential number by the normal gravity value computed on the
 OK0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0655.degrees latitude (g = 980.6199 gals.).
 OK0655
 OK0655.The modeled gravity was interpolated from observed gravity values.
 OK0655
 OK0655;                    North         East     Units Scale Factor Converg.
 OK0655;SPC MI S     -   246,844.208 3,909,110.479   MT  1.00001233   -0 46 03.2
 OK0655;SPC MI S     -   809,856.33 12,825,165.61   iFT  1.00001233   -0 46 03.2
 OK0655;UTM  16      - 4,841,507.192   621,273.102   MT  0.99978090   +1 02 26.0
 OK0655
 OK0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0655!SPC MI S     -   0.99996105  x   1.00001233  =   0.99997337
 OK0655!UTM  16      -   0.99996105  x   0.99978090  =   0.99974195
 OK0655
 OK0655:                Primary Azimuth Mark                     Grid Az
 OK0655:SPC MI S     -  HOODPORT                                 323 42 02.6
 OK0655:UTM  16      -  HOODPORT                                 321 53 33.4
 OK0655
 OK0655|---------------------------------------------------------------------|
 OK0655| PID    Reference Object                     Distance      Geod. Az  |
 OK0655|                                                           dddmmss.s |
 OK0655| OK0654 HOODPORT                            431.033 METERS 3225559.4 |
 OK0655|---------------------------------------------------------------------|
 OK0655
 OK0655                          SUPERSEDED SURVEY CONTROL
 OK0655
 OK0655  ELLIP H (02/03/97)  248.44   (m)                       GP(       ) 4 1
 OK0655  NAD 83(1986)-  43 43 00.03795(N)    085 29 40.33158(W) AD(       ) 1
 OK0655  NAD 83(1986)-  43 43 00.04995(N)    085 29 40.32231(W) AD(       ) 3
 OK0655  NGVD 29 (03/27/91)  281.6    (m)          924.     (f) GPS OBS        
 OK0655
 OK0655.Superseded values are not recommended for survey control.
 OK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0655.See file dsdata.txt to determine how the superseded data were derived.
 OK0655
 OK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2127341507(NAD 83)
 OK0655_MARKER: I = METAL ROD
 OK0655_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0655_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0655_STAMPING: HOODPORT AZ MK 1989
 OK0655_MARK LOGO: NGS   
 OK0655_PROJECTION: FLUSH
 OK0655_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0655+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 OK0655_ROD/PIPE-DEPTH: 17.1 meters
 OK0655_SLEEVE-DEPTH  : 0.9 meters
 OK0655
 OK0655  HISTORY     - Date     Condition        Report By
 OK0655  HISTORY     - 1989     MONUMENTED       NGS
 OK0655  HISTORY     - 19921111 GOOD             NGS
 OK0655  HISTORY     - 20010626 GOOD             USPSQD
 OK0655
 OK0655                          STATION DESCRIPTION
 OK0655
 OK0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0655'THE STATION IS LOCATED ABOUT 2.8 KM (1.75 MI) NORTH-NORTHWEST OF BIG
 OK0655'RAPIDS, AT THE BIG RAPIDS ROBEN-HOOD AIRPORT, ALONG THE SOUTHWEST
 OK0655'EDGE, NEAR THE SOUTHEAST END OF RUNWAY 14-32.  OWNERSHIP---CITY OG BIG
 OK0655'RAPIDS, C/O AIRPORT MANAGER BERNIE JOHNSON, 1829 NORTH STATE STREET,
 OK0655'BIG RAPIDS MI 49307.  PHONE IS (616) 796-5600.
 OK0655'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 BUSINESS
 OK0655'AND STATE HIGHWAY 20 EAST, IN BIG RAPIDS, GO NORTHERLY FOR 2.7 KM
 OK0655'(1.70 MI) ON HIGHWAY 131 BUSINESS TO A GRAVEL DRIVE LEFT.  TURN LEFT
 OK0655'AND GO WEST FOR 50 METERS ON THE GRAVEL DRIVE TO A GATE AND THE APRON.
 OK0655'CONTINUE WEST FOR 0.2 KM (0.10 MI), PASSING THROUGH THE GATE AND TO
 OK0655'THE LEFT OF THE AIRPORT OFFICE, ACROSS THE APRON AND ON A CONNECTING
 OK0655'TAXIWAY TO RUNWAY 14-32.  TURN LEFT AND GO SOUTHEAST FOR 0.4 KM
 OK0655'(0.25 MI) ON THE RUNWAY TO THE STATION RIGHT JUST BEFORE THE END OF
 OK0655'THE RUNWAY.
 OK0655'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0655'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 17.1 METERS IN A
 OK0655'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OK0655'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OK0655'LOCATED 36.6 M (120.1 FT) WEST FROM THE CENTER OF THE SOUTHEAST END OF
 OK0655'RUNWAY 14-32, 28.7 M (94.2 FT) WEST-NORTHWEST FROM THE SOUTHWEST
 OK0655'CORNER OF RUNWAY 14-32, 18.9 M (62.0 FT) SOUTHWEST FROM THE SOUTHWEST
 OK0655'EDGE OF RUNWAY 14-32 AND 5.3 M (17.4 FT) NORTHEAST FROM A CARSONITE
 OK0655'WITNESS POST.
 OK0655'DESCRIBED BY K.L. FANCHER.
 OK0655'NOTE-CALL IN ADVANCE, GATE MAY BE LOCKED.
 OK0655'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0655
 OK0655                          STATION RECOVERY (1992)
 OK0655
 OK0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0655'0.3 KM (0.20 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 OK0655'IN BIG RAPIDS, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG U.S.  HIGHWAY
 OK0655'131 BUSINESS, THENCE 0.3 KM (0.20 MI) WESTERLY ALONG AN AIRPORT
 OK0655'ENTRANCE ROAD, ACROSS AN APRON AND A TAXIWAY, THENCE 0.4 KM (0.25 MI)
 OK0655'SOUTHEASTERLY ALONG A PAVED RUNWAY, 34.0 M (111.5 FT) SOUTH OF A
 OK0655'RUNWAY LIGHT, 30.5 M (100.1 FT) SOUTHWEST OF THE RUNWAY CENTERLINE,
 OK0655'28.9 M (94.8 FT) WEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 0.3 M
 OK0655'(1.0 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 OK0655'LEVEL OF THE RUNWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 OK0655'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR
 OK0655'A CLASS A MARK.
 OK0655
 OK0655                          STATION RECOVERY (2001)
 OK0655
 OK0655'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0655'NEW MANAGER OF AIRPORT IN BIG RAPIDS IS JOHN C. GRIFFITH, 1829 NORTH
 OK0655'STATE STREET, BIG RAPIDS MI 49307. PONE IS (231) 796-5600.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7127 ***********************************************************************
 DH7127  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7127  DESIGNATION -  HOOVER YARD CORS ARP
 DH7127  CORS_ID     -  MIDT
 DH7127  PID         -  DH7127
 DH7127  STATE/COUNTY-  MI/WAYNE
 DH7127  USGS QUAD   -  HIGHLAND PARK (1983)
 DH7127
 DH7127                         *CURRENT SURVEY CONTROL
 DH7127  ___________________________________________________________________
 DH7127* NAD 83(CORS)-  42 26 37.16059(N)    083 00 19.82556(W)     ADJUSTED  
 DH7127* NAVD 88     -                                                        
 DH7127  ___________________________________________________________________
 DH7127  EPOCH DATE  -        2002.00
 DH7127  X           -     574,042.654 (meters)                     COMP
 DH7127  Y           -  -4,678,920.118 (meters)                     COMP
 DH7127  Z           -   4,282,207.666 (meters)                     COMP
 DH7127  ELLIP HEIGHT-         162.30  (meters)          (11/??/05) GPS OBS
 DH7127  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DH7127
 DH7127  HORZ ORDER  -  SPECIAL (CORS)
 DH7127  ELLP ORDER  -  SPECIAL (CORS)
 DH7127
 DH7127.ITRF positions are available for this station.
 DH7127.The coordinates were established by GPS observations
 DH7127.and adjusted by the National Geodetic Survey in November 2005..
 DH7127.The coordinates are valid at the epoch date displayed above.
 DH7127.The epoch date for horizontal control is a decimal equivalence
 DH7127.of Year/Month/Day.
 DH7127
 DH7127
 DH7127.The PID for the CORS L1 Phase Center is DH7128.
 DH7127
 DH7127.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7127
 DH7127.The ellipsoidal height was determined by GPS observations
 DH7127.and is referenced to NAD 83.
 DH7127
 DH7127.The geoid height was determined by GEOID03.
 DH7127
 DH7127;                    North         East     Units Scale Factor Converg.
 DH7127;SPC MI S     -   105,724.200 4,111,974.367   MT  0.99993637   +0 55 34.7
 DH7127;SPC MI S     -   346,864.17 13,490,729.55   iFT  0.99993637   +0 55 34.7
 DH7127
 DH7127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7127!SPC MI S     -   0.99997455  x   0.99993637  =   0.99991092
 DH7127
 DH7127                          SUPERSEDED SURVEY CONTROL
 DH7127
 DH7127.No superseded survey control is available for this station.
 DH7127
 DH7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3506400985(NAD 83)
 DH7127_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7127
 DH7127                          STATION DESCRIPTION
 DH7127
 DH7127'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7127'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7127'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7127'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7127'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7127'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7128 ***********************************************************************
 DH7128  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7128  DESIGNATION -  HOOVER YARD CORS L1 PHASE CENTER
 DH7128  CORS_ID     -  MIDT
 DH7128  PID         -  DH7128
 DH7128  STATE/COUNTY-  MI/WAYNE
 DH7128  USGS QUAD   -  HIGHLAND PARK (1983)
 DH7128
 DH7128                         *CURRENT SURVEY CONTROL
 DH7128  ___________________________________________________________________
 DH7128* NAD 83(CORS)-  42 26 37.16067(N)    083 00 19.82550(W)     ADJUSTED  
 DH7128* NAVD 88     -                                                        
 DH7128  ___________________________________________________________________
 DH7128  EPOCH DATE  -        2002.00
 DH7128  X           -     574,042.665 (meters)                     COMP
 DH7128  Y           -  -4,678,920.197 (meters)                     COMP
 DH7128  Z           -   4,282,207.742 (meters)                     COMP
 DH7128  ELLIP HEIGHT-         162.41  (meters)          (11/??/05) GPS OBS
 DH7128  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 DH7128
 DH7128  HORZ ORDER  -  SPECIAL (CORS)
 DH7128  ELLP ORDER  -  SPECIAL (CORS)
 DH7128
 DH7128.ITRF positions are available for this station.
 DH7128.The coordinates were established by GPS observations
 DH7128.and adjusted by the National Geodetic Survey in November 2005..
 DH7128.The coordinates are valid at the epoch date displayed above.
 DH7128.The epoch date for horizontal control is a decimal equivalence
 DH7128.of Year/Month/Day.
 DH7128
 DH7128
 DH7128.The PID for the CORS ARP is DH7127.
 DH7128
 DH7128.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7128
 DH7128.The ellipsoidal height was determined by GPS observations
 DH7128.and is referenced to NAD 83.
 DH7128
 DH7128.The geoid height was determined by GEOID03.
 DH7128
 DH7128;                    North         East     Units Scale Factor Converg.
 DH7128;SPC MI S     -   105,724.203 4,111,974.368   MT  0.99993637   +0 55 34.7
 DH7128;SPC MI S     -   346,864.18 13,490,729.55   iFT  0.99993637   +0 55 34.7
 DH7128
 DH7128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7128!SPC MI S     -   0.99997453  x   0.99993637  =   0.99991090
 DH7128
 DH7128                          SUPERSEDED SURVEY CONTROL
 DH7128
 DH7128.No superseded survey control is available for this station.
 DH7128
 DH7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3506400985(NAD 83)
 DH7128_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7128
 DH7128                          STATION DESCRIPTION
 DH7128
 DH7128'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7128'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7128'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7128'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7128'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7128'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0909 ***********************************************************************
 QK0909  DESIGNATION -  HOUDEK
 QK0909  PID         -  QK0909
 QK0909  STATE/COUNTY-  MI/LEELANAU
 QK0909  USGS QUAD   -  
 QK0909
 QK0909                         *CURRENT SURVEY CONTROL
 QK0909  ___________________________________________________________________
 QK0909* NAD 83(1994)-  45 03 12.58316(N)    085 44 04.27085(W)     ADJUSTED  
 QK0909* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 QK0909  ___________________________________________________________________
 QK0909  X           -     335,703.986 (meters)                     COMP
 QK0909  Y           -  -4,500,987.607 (meters)                     COMP
 QK0909  Z           -   4,491,654.710 (meters)                     COMP
 QK0909  LAPLACE CORR-           6.82  (seconds)                    DEFLEC99
 QK0909  ELLIP HEIGHT-         147.61  (meters)          (07/17/02) GPS OBS
 QK0909  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 QK0909
 QK0909  HORZ ORDER  -  SECOND
 QK0909  ELLP ORDER  -  FOURTH    CLASS I
 QK0909
 QK0909.The horizontal coordinates were established by GPS observations
 QK0909.and adjusted by the National Geodetic Survey in February 1997..
 QK0909
 QK0909.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0909
 QK0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0909
 QK0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0909
 QK0909.The ellipsoidal height was determined by GPS observations
 QK0909.and is referenced to NAD 83.
 QK0909
 QK0909.The geoid height was determined by GEOID03.
 QK0909
 QK0909;                    North         East     Units Scale Factor Converg.
 QK0909;SPC MI C     -   193,904.877 5,892,263.840   MT  0.99991455   -0 57 58.5
 QK0909;SPC MI C     -   636,170.86 19,331,574.28   iFT  0.99991455   -0 57 58.5
 QK0909;UTM  16      - 4,989,671.995   599,646.350   MT  0.99972209   +0 53 44.7
 QK0909
 QK0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0909!SPC MI C     -   0.99997686  x   0.99991455  =   0.99989141
 QK0909!UTM  16      -   0.99997686  x   0.99972209  =   0.99969895
 QK0909
 QK0909                          SUPERSEDED SURVEY CONTROL
 QK0909
 QK0909  ELLIP H (02/03/97)  147.64   (m)                       GP(       ) 4 1
 QK0909  NAD 83(1986)-  45 03 12.58218(N)    085 44 04.27873(W) AD(       ) 2
 QK0909  NGVD 29 (12/10/93)  183.4    (m)          602.     (f) GPS OBS        
 QK0909
 QK0909.Superseded values are not recommended for survey control.
 QK0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0909.See file dsdata.txt to determine how the superseded data were derived.
 QK0909
 QK0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ9964689672(NAD 83)
 QK0909_MARKER: A = ALUMINUM MARKER
 QK0909_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 QK0909_SP_SET: SURROUNDED BY MASS OF CONCRETE
 QK0909_STAMPING: HOUDEK 1993
 QK0909_MARK LOGO: NOS   
 QK0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0909+STABILITY: POSITION/ELEVATION WELL
 QK0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0909+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 QK0909
 QK0909  HISTORY     - Date     Condition        Report By
 QK0909  HISTORY     - 1993     MONUMENTED       NOS
 QK0909  HISTORY     - 20040607 GOOD             USPSQD
 QK0909
 QK0909                          STATION DESCRIPTION
 QK0909
 QK0909'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 QK0909'THE STATION IS LOCATED 2.4 MI (3.9 KM) NORTH OF THE TOWN OF LEELAND,
 QK0909'0.25 MI (0.40 KM) SOUTHEAST OF THE SHORE OF LAKE MICHIGAN 0.2 MI
 QK0909'(0.3 KM) SOUTHWEST OF THE NORTHWEST CORNER OF LAKE LEELANAU, ALONG
 QK0909'THE WEST OF STATE HIGHWAY 22 AND IN AN OPEN FIELD.
 QK0909'TO REACH THE STATION FROM THE POST OFFICE IN LEELAND, PROCEED NORTH
 QK0909'ALONG STATE HIGHWAY 22 FOR 1.5 MI (2.4 KM) TO THE BEACHWOOD CEMETARY
 QK0909'ON THE RIGHT, THENCE CONTINUE AHEAD (NORTH) ALONG THE SAME HIGHWAY
 QK0909'FOR 0.9 MI (1.4 KM) TO A CONCRETE CULVERT UNDER THE HIGHWAY AND THE
 QK0909'STATION ON THE LEFT.
 QK0909'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED HOUDEK 1993 SET IN
 QK0909'A 10 INCH DIAMETER CONCRETE POST SET FLUSH WITH THE GROUND.IT IS 26.9
 QK0909'M (88.3 FT) NORTH-NORTHWEST OF THE CENTER OF THE WEST HEADWALL OF THE
 QK0909'CULVERT, 18.4 M (60.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY AND
 QK0909'0.67 M (2.20 FT) EAST OF AN ORANGE FIBERGLASS WITNESS POST.
 QK0909
 QK0909                          STATION RECOVERY (2004)
 QK0909
 QK0909'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 QK0909'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0046 ***********************************************************************
 SG0046  DESIGNATION -  HOUGHTON
 SG0046  PID         -  SG0046
 SG0046  STATE/COUNTY-  MI/HOUGHTON
 SG0046  USGS QUAD   -  CHASSELL (1975)
 SG0046
 SG0046                         *CURRENT SURVEY CONTROL
 SG0046  ___________________________________________________________________
 SG0046* NAD 83(1986)-  47 07 13.     (N)    088 34 08.     (W)     SCALED    
 SG0046* NAVD 88     -       198.547  (meters)     651.40   (feet)  ADJUSTED  
 SG0046  ___________________________________________________________________
 SG0046  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 SG0046  DYNAMIC HT  -         198.577 (meters)     651.50  (feet)  COMP
 SG0046  MODELED GRAV-     980,761.7   (mgal)                       NAVD 88
 SG0046
 SG0046  VERT ORDER  -  FIRST     CLASS II
 SG0046
 SG0046.The horizontal coordinates were scaled from a topographic map and have
 SG0046.an estimated accuracy of +/- 6 seconds.
 SG0046
 SG0046.The orthometric height was determined by differential leveling
 SG0046.and adjusted by the National Geodetic Survey in June 1991..
 SG0046
 SG0046.The geoid height was determined by GEOID03.
 SG0046
 SG0046.The dynamic height is computed by dividing the NAVD 88
 SG0046.geopotential number by the normal gravity value computed on the
 SG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0046.degrees latitude (g = 980.6199 gals.).
 SG0046
 SG0046.The modeled gravity was interpolated from observed gravity values.
 SG0046
 SG0046;                    North         East    Units  Estimated Accuracy
 SG0046;SPC MI N     -   260,930.    7,880,950.      MT  (+/- 180 meters Scaled)
 SG0046
 SG0046                          SUPERSEDED SURVEY CONTROL
 SG0046
 SG0046  NGVD 29 (??/??/92)  198.558  (m)          651.44   (f) ADJ UNCH    1 2
 SG0046
 SG0046.Superseded values are not recommended for survey control.
 SG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0046.See file dsdata.txt to determine how the superseded data were derived.
 SG0046
 SG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT809197(NAD 83)
 SG0046_MARKER: DB = BENCH MARK DISK
 SG0046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0046_SP_SET: BUILDING WALL
 SG0046_STAMPING: HOUGHTON 1934
 SG0046_MARK LOGO: CGS   
 SG0046_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0046+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 SG0046
 SG0046  HISTORY     - Date     Condition        Report By
 SG0046  HISTORY     - 1934     MONUMENTED       CGS
 SG0046  HISTORY     - 1948     GOOD             NGS
 SG0046  HISTORY     - 19910501 GOOD             MIDT
 SG0046  HISTORY     - 19910501 GOOD             MIDT
 SG0046  HISTORY     - 19951013 GOOD             USPSQD
 SG0046  HISTORY     - 19960717 GOOD             NGS
 SG0046
 SG0046                          STATION DESCRIPTION
 SG0046
 SG0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 SG0046'AT HOUGHTON.
 SG0046'AT HOUGHTON, SET VERTICALLY IN THE NORTH FACE AT THE NORTHWEST
 SG0046'CORNER OF THE U.S. POST OFFICE, IN THE SOUTHEAST ANGLE OF THE
 SG0046'INTERSECTION OF PORTAGE STREET AND SHELDEN AVENUE, 2 1/2 FEET EAST
 SG0046'OF THE NORTHWEST CORNER OF THE BUILDING AND 1 1/2 FEET ABOVE THE
 SG0046'GROUND.  DIRECTLY BELOW THE CENTER OF THE CORNER STONE.
 SG0046
 SG0046                          STATION RECOVERY (1991)
 SG0046
 SG0046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BRT)
 SG0046'RECOVERED AS DESCRIBED.
 SG0046
 SG0046                          STATION RECOVERY (1991)
 SG0046
 SG0046'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BRT)
 SG0046'RECOVERED AS DESCRIBED.
 SG0046
 SG0046                          STATION RECOVERY (1995)
 SG0046
 SG0046'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0046'RECOVERED IN GOOD CONDITION.
 SG0046
 SG0046                          STATION RECOVERY (1996)
 SG0046
 SG0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0046'IN HOUGHTON, SET VERTICALLY IN THE NORTH FACE OF THE POST OFFICE AT
 SG0046'701 SHELDEN AVENUE, 13.3 M (43.6 FT) SOUTH OF THE CENTER OF THE
 SG0046'AVENUE, 0.8 M (2.6 FT) WEST OF THE NORTHWEST CORNER OF THE BUILDING,
 SG0046'AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0461 ***********************************************************************
 PL0461  DESIGNATION -  HOUGHTON
 PL0461  PID         -  PL0461
 PL0461  STATE/COUNTY-  MI/ROSCOMMON
 PL0461  USGS QUAD   -  PRUDENVILLE (1963)
 PL0461
 PL0461                         *CURRENT SURVEY CONTROL
 PL0461  ___________________________________________________________________
 PL0461* NAD 83(1994)-  44 15 36.35004(N)    084 41 14.66233(W)     ADJUSTED  
 PL0461* NAVD 88     -       415.9    (meters)    1364.     (feet)  VERTCON   
 PL0461  ___________________________________________________________________
 PL0461  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 PL0461  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PL0461
 PL0461  HORZ ORDER  -  FIRST
 PL0461
 PL0461.The horizontal coordinates were established by classical geodetic methods
 PL0461.and adjusted by the National Geodetic Survey in February 1997..
 PL0461
 PL0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0461
 PL0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0461
 PL0461.The geoid height was determined by GEOID03.
 PL0461
 PL0461;                    North         East     Units Scale Factor Converg.
 PL0461;SPC MI C     -   104,886.523 5,974,387.846   MT  0.99998329   -0 13 35.7
 PL0461;SPC MI C     -   344,115.89 19,601,009.99   iFT  0.99998329   -0 13 35.7
 PL0461;UTM  16      - 4,903,362.694   684,599.627   MT  1.00001911   +1 36 52.0
 PL0461
 PL0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0461!SPC MI C     -   0.99994015  x   0.99998329  =   0.99992344
 PL0461!UTM  16      -   0.99994015  x   1.00001911  =   0.99995926
 PL0461
 PL0461|---------------------------------------------------------------------|
 PL0461| PID    Reference Object                     Distance      Geod. Az  |
 PL0461|                                                           dddmmss.s |
 PL0461| CH1265 HOUGHTON RM 1                        20.440 METERS 05041     |
 PL0461| PL0465 MCGONIGAL                           APPROX.15.7 KM 1920749.6 |
 PL0461| PL0470 HOUGHTON LAKE GEN TEL MAST          APPROX. 6.5 KM 3050513.8 |
 PL0461| PL0469 HOUGHTON LAKE LOOKOUT TOWER         APPROX. 6.5 KM 3051936.9 |
 PL0461| CH1266 HOUGHTON RM 2                        18.196 METERS 30519     |
 PL0461|---------------------------------------------------------------------|
 PL0461
 PL0461                          SUPERSEDED SURVEY CONTROL
 PL0461
 PL0461  NAD 83(1986)-  44 15 36.34498(N)    084 41 14.66810(W) AD(       ) 1
 PL0461  NAD 27      -  44 15 36.27987(N)    084 41 14.58285(W) AD(       ) 1
 PL0461  NGVD 29 (07/19/86)  416.0    (m)         1365.     (f) VERT ANG       
 PL0461
 PL0461.Superseded values are not recommended for survey control.
 PL0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0461.See file dsdata.txt to determine how the superseded data were derived.
 PL0461
 PL0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8460003363(NAD 83)
 PL0461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PL0461
 PL0461  HISTORY     - Date     Condition        Report By
 PL0461  HISTORY     - 1932     MONUMENTED       CGS
 PL0461  HISTORY     - 1932     SEE DESCRIPTION  CGS
 PL0461  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0461  HISTORY     - 1980     GOOD             NGS
 PL0461  HISTORY     - 1980     GOOD             MIDH
 PL0461
 PL0461                          STATION DESCRIPTION
 PL0461
 PL0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0461'ABOUT 16 MILES SOUTH-SOUTHWEST OF ROSCOMMON, 4 MILES SOUTH OF
 PL0461'HOUGHTON LAKE, ON FLAT AREA ABOUT 200
 PL0461'FEET SOUTHWEST OF HIGHEST POINT OF RIDGE, AND IN LARGE GROVE OF SMALL
 PL0461'OAK TREE.  TO REACH FROM
 PL0461'ROSCOMMON, GO SOUTH 15 MILES ON U.S. ROUTE 27 TO PRUDENVILLE,
 PL0461'CONTINUE WEST 2.0 MILES ON ROUTE 27 TO
 PL0461'DIRT ROAD TO SOUTH, PROCEED SOUTH
 PL0461'0.5 MILE TO T-INTERSECTION, PROCEED 0.25 MILE TO SAND
 PL0461'ROAD TO SOUTH AT NORTHEAST
 PL0461'CORNER OF CEMETERY, PROCEED SOUTH 1 MILE TO CROSSROADS, CONTINUE
 PL0461'SOUTH 0.1 MILE ON SAND ROAD
 PL0461'TO FORK, TAKE MAIN-TRAVELED LEFT FORK, GO SOUTHEAST 0.65 MILE TO LOG
 PL0461'BARN ON LEFT SIDE OF ROAD,
 PL0461'LEAVE ROAD AND FOLLOW TRAIL SOUTH THROUGH ORCHARD AND
 PL0461'UP RIDGE 0.3 MILE TO END OF TRAIL IN GROVE OF
 PL0461'LARGE NORWAY PINES, GO SOUTH THROUGH
 PL0461'WOODS 1/4 MILE TO TIREBREAK IN SECTION LINE, AND CONTINUE SOUTH
 PL0461'300 YARDS TO STATION SITE.
 PL0461'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 PL0461'CONCRETE, NOTES 1A AND 7A.
 PL0461'UPPER MARK PROJECTS 3 INCHES.  REFERENCE MARKS ARE
 PL0461'STANDARD REFERENCE DISKS IN
 PL0461'CONCRETE, NOTE 11A.  NO. 1 PROJECTS 4 INCHES, IS ON
 PL0461'SAME FLAT AREA AS STATION, AND 67.15 FEET FROM
 PL0461'STATION IN AZIMUTH 23 DEG 41 MIN.  NO. 2
 PL0461'PROJECTS 6 INCHES, IS IN CLEARED LANE RUNNING NORTHEAST FROM
 PL0461'STATION, AND 59.76 FEET FROM
 PL0461'STATION IN AZIMUTH 125 DEG 20 MIN.  AZIMUTH FROM STATION TO HOUGHTON
 PL0461'LAKE, FIRE LOOKOUT TOWER, DISTANT
 PL0461'ABOUT 4 MILES, IS 125 DEG 19 MIN 40 SEC.
 PL0461
 PL0461                          STATION RECOVERY (1932)
 PL0461
 PL0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0461'STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PL0461'GOOD CONDITION.  DUE TO CHANGES , A COMPLETE NEW DESCRIPTION
 PL0461'FOLLOWS.
 PL0461'
 PL0461'THE STATION IS LOCATED 8 MILES NORTHWEST OF THE
 PL0461'GLADWIN-CLARE-ROSCOMMON
 PL0461'COUNTIES JUNCTION CORNER, 6 MILES EAST OF U.S.
 PL0461'HIGHWAY 27 EXPRESSWAY, 3 MILES SOUTH OF THE SOUTH EDGE OF
 PL0461'HOUGHTON LAKE, IN THICK WOODS OWNED BY THE JAY GLADWIN REALTY
 PL0461'COMPANY, 19950 LIVERNOIS AVENUE, DETROIT, MICHIGAN, 48221, IN
 PL0461'THE NORTHEAST CORNER OF SECTION 33, T 22 N, R 3 W.
 PL0461'
 PL0461'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 27
 PL0461'EXPRESSWAY AND COUNTY ROUTE 400 (SNOW BOWL ROAD EXIT), ABOUT
 PL0461'6 MILES SOUTHWEST OF HOUGHTON LAKE, GO EAST ON ROUTE 400 FOR
 PL0461'0.4 MILE TO OLD HIGHWAY 27.  TURN LEFT, NORTH, FOR 0.55 MILE
 PL0461'TO A ROAD RIGHT.  TURN RIGHT, EAST, ON ROUTE 400 FOR 4.0 MILES
 PL0461'TO ITS JUNCTION WITH COUNTY ROUTE 401.  CONTINUE EAST ON A
 PL0461'DIRT ROAD FOR 1.0 MILE TO A 6-WAY INTERSECTION.  TURN SHARP
 PL0461'RIGHT, SOUTH, ON A DIRT ROAD FOR 0.1 MILE TO A FORK.  BEAR
 PL0461'LEFT ON MAIN ROAD FOR 1.2 MILES TO A DIAGONAL CROSSROAD.  TURN
 PL0461'SHARP RIGHT ON NARROW WOODS ROAD FOR 0.6 MILE TO A CROSSROAD.
 PL0461'TURN LEFT UP SLIGHT GRADE ON DIM WOODS ROAD FOR 0.2 MILE TO
 PL0461'HIGH GROUND AND STATION ON LEFT.
 PL0461'
 PL0461'STATION MARKS, STAMPED---HOUGHTON 1932---, ARE STANDARD DISKS.
 PL0461'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 PL0461'MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS 39 FEET
 PL0461'SOUTHEAST OF THE ROAD CENTER AND 4 FEET NORTHEAST OF A METAL
 PL0461'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 PL0461'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW GROUND.
 PL0461'
 PL0461'REFERENCE MARK 1, STAMPED---HOUGHTON NO 1 1932---, IS A
 PL0461'STANDARD DISK .  IT IS SET IN THE TOP OF A 12-INCH SQUARE
 PL0461'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND.  IT IS
 PL0461'66 FEET SOUTHEAST OF THE ROAD CENTER AND 1.5 FEET EAST OF A
 PL0461'METAL WITNESS POST.
 PL0461'
 PL0461'REFERENCE MARK 2, STAMPED---HOUGHTON N0 2 1932---, IS A
 PL0461'STANDARD DISK.  IT IS SET IN THE TOP OF A 12-INCH SQUARE
 PL0461'CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND.  IT IS
 PL0461'22 FEET NORTHWEST OF THE ROAD CENTER AND 1.5 FEET EAST OF A
 PL0461'METAL WITNESS POST.
 PL0461'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 PL0461'A 1/2 -INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 PL0461'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 22.3 METERS.
 PL0461
 PL0461                          STATION RECOVERY (1949)
 PL0461
 PL0461'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0461'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 PL0461'CONDITION.  DISTANCE AND DIRECTION TO
 PL0461'ALL MARKS CHECKED. A NEW TO REACH FOLLOWS.
 PL0461'
 PL0461'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 55 AND 18 IN
 PL0461'PRUDENCEVILLE GO WEST ON HIGHWAY 55
 PL0461'FOR 3.1 MILES TO A CROSS ROAD, TURN LEFT AND GO 2.5 MILES TO A CROSS
 PL0461'ROAD, TURN LEFT AND GO 1.3 MILES TO A
 PL0461'WOODS ROAD, TURN RIGHT AND GO 0.2 MILE TO THE STATION
 PL0461'AS DESCRIBED.
 PL0461'
 PL0461'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 PL0461
 PL0461                          STATION RECOVERY (1980)
 PL0461
 PL0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0461'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 PL0461'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO THE REFERENCE
 PL0461'MARKS CHECKED.  A COMPLETE DESCRIPTION FOLLOWS.
 PL0461'
 PL0461'THE STATION IS LOCATED ABOUT 41.8 KM (26 MI) EAST-NORTHEAST OF
 PL0461'MCBAIN, 29.8 KM (18-1/2 MI) NORTH OF HARRISON, IN DENTON TOWNSHIP,
 PL0461'NE1/4,S33,T22N,R3W.  ON PROPERTY OWNED BY JAY GLADWIN REALTY
 PL0461'COMPANY, 19950 LIVERNOIS AVENUE, DETROIT, MI. 48221.
 PL0461'
 PL0461'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27
 PL0461'EXPRESSWAY AND COUNTY ROUTE 400 (SNOW BOWL ROAD EXIT), ABOUT
 PL0461'9.7 KM (6 MI) SOUTHWEST OF HOUGHTON LAKE, GO EAST ON ROUTE 400
 PL0461'FOR 0.6 KM (0.4 MI) OLD HIGHWAY 27.  TURN LEFT AND GO NORTH ON
 PL0461'HIGHWAY 27 FOR 0.9 KM (0.55 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 PL0461'AND GO EASTERLY ON ROUTE 400 FOR 6.4 KM (4.0 MI) TO ROUTE 401.
 PL0461'CONTINUE AHEAD, EAST ON A DIRT ROAD FOR 1.6 KM (1.0 MI)
 PL0461'TO A 6-WAY INTERSECTION.  TURN SHARP RIGHT AND GO SOUTH ON A
 PL0461'DIRT ROAD FOR 0.2 KM (0.1 MI) TO A FORK.  BEAR LEFT AND GO
 PL0461'SOUTHEASTERLY, FOLLOWING THE MAIN DIRT ROAD FOR 1.9 KM (1.2 MI)
 PL0461'TO A DIAGONAL CROSSROAD.  TURN SHARP RIGHT AND GO WESTERLY ON A
 PL0461'NARROW WOODS ROAD FOR 1.0 KM (0.6 MI) TO A CROSSROAD.
 PL0461'TURN LEFT AND GO SOUTHERLY ON A PRIVATE WOODS ROAD FOR 0.4 KM
 PL0461'(0.2 MI) TO HIGHER GROUND AND THE STATION ON THE LEFT.
 PL0461'
 PL0461'THE STATION IS A STANDARD CGS DISK
 PL0461'STAMPED---HOUGHTON 1932---,
 PL0461'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PL0461'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0461'16.3 METERS (53.5 FT) EAST-SOUTHEAST FROM A TRIANGLE BLAZED TREE,
 PL0461'5.26 METERS (17.3 FT) WEST FROM A TRIANGLE BLAZED TREE AND
 PL0461'1.1 METERS (3.6 FT) NORTH-NORTHEAST FROM A METAL WITNESS POST.
 PL0461'
 PL0461'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0461'STAMPED---HOUGHTON NO 1 1932---,
 PL0461'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PL0461'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0461'0.57 METER (1.9 FT) NORTH FROM A METAL WITNESS POST.
 PL0461'MARK IS LEVEL WITH STATION.
 PL0461'
 PL0461'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0461'STAMPED---HOUGHTON NO 2 1932---,
 PL0461'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM ON A SIDE
 PL0461'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0461'4.0 METERS (13.1 FT) WEST-NORTHWEST FROM THE CENTER OF A DIM ROAD,
 PL0461'3.3 METERS (10.8 FT) NORTH-NORTHWEST FROM A TRIANGLE BLAZED TREE
 PL0461'0.5 METER (1.64 FT) SOUTH FROM A METAL WITNESS POST.
 PL0461'MARK IS LEVEL WITH STATION.
 PL0461'
 PL0461'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.2 METERS.
 PL0461
 PL0461                          STATION RECOVERY (1980)
 PL0461
 PL0461'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0461'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 PL0461'CONDITION.  THE DISTANCE AND DIRECTIONS WERE NOT MEASURED.  THE 1976
 PL0461'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7221 ***********************************************************************
 DH7221  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7221  DESIGNATION -  HOUGHTON LAKE CORS ARP
 DH7221  CORS_ID     -  MIHL
 DH7221  PID         -  DH7221
 DH7221  STATE/COUNTY-  MI/ROSCOMMON
 DH7221  USGS QUAD   -  
 DH7221
 DH7221                         *CURRENT SURVEY CONTROL
 DH7221  ___________________________________________________________________
 DH7221* NAD 83(CORS)-  44 19 58.19115(N)    084 47 41.39361(W)     ADJUSTED  
 DH7221* NAVD 88     -                                                        
 DH7221  ___________________________________________________________________
 DH7221  EPOCH DATE  -        2002.00
 DH7221  X           -     414,596.015 (meters)                     COMP
 DH7221  Y           -  -4,551,094.812 (meters)                     COMP
 DH7221  Z           -   4,434,845.956 (meters)                     COMP
 DH7221  ELLIP HEIGHT-         323.41  (meters)          (12/??/05) GPS OBS
 DH7221  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DH7221
 DH7221  HORZ ORDER  -  SPECIAL (CORS)
 DH7221  ELLP ORDER  -  SPECIAL (CORS)
 DH7221
 DH7221.ITRF positions are available for this station.
 DH7221.The coordinates were established by GPS observations
 DH7221.and adjusted by the National Geodetic Survey in December 2005..
 DH7221.The coordinates are valid at the epoch date displayed above.
 DH7221.The epoch date for horizontal control is a decimal equivalence
 DH7221.of Year/Month/Day.
 DH7221
 DH7221
 DH7221.The PID for the CORS L1 Phase Center is DH7222.
 DH7221
 DH7221.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7221
 DH7221.The ellipsoidal height was determined by GPS observations
 DH7221.and is referenced to NAD 83.
 DH7221
 DH7221.The geoid height was determined by GEOID03.
 DH7221
 DH7221;                    North         East     Units Scale Factor Converg.
 DH7221;SPC MI C     -   113,007.839 5,965,852.296   MT  0.99996908   -0 18 08.9
 DH7221;SPC MI C     -   370,760.63 19,573,006.22   iFT  0.99996908   -0 18 08.9
 DH7221
 DH7221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7221!SPC MI C     -   0.99994929  x   0.99996908  =   0.99991837
 DH7221
 DH7221                          SUPERSEDED SURVEY CONTROL
 DH7221
 DH7221.No superseded survey control is available for this station.
 DH7221
 DH7221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7580711206(NAD 83)
 DH7221_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH7221
 DH7221                          STATION DESCRIPTION
 DH7221
 DH7221'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH7221'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7221'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7221'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7221'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7221'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7222 ***********************************************************************
 DH7222  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH7222  DESIGNATION -  HOUGHTON LAKE CORS L1 PHASE CENTER
 DH7222  CORS_ID     -  MIHL
 DH7222  PID         -  DH7222
 DH7222  STATE/COUNTY-  MI/ROSCOMMON
 DH7222  USGS QUAD   -  
 DH7222
 DH7222                         *CURRENT SURVEY CONTROL
 DH7222  ___________________________________________________________________
 DH7222* NAD 83(CORS)-  44 19 58.19123(N)    084 47 41.39356(W)     ADJUSTED  
 DH7222* NAVD 88     -                                                        
 DH7222  ___________________________________________________________________
 DH7222  EPOCH DATE  -        2002.00
 DH7222  X           -     414,596.022 (meters)                     COMP
 DH7222  Y           -  -4,551,094.881 (meters)                     COMP
 DH7222  Z           -   4,434,846.027 (meters)                     COMP
 DH7222  ELLIP HEIGHT-         323.51  (meters)          (12/??/05) GPS OBS
 DH7222  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 DH7222
 DH7222  HORZ ORDER  -  SPECIAL (CORS)
 DH7222  ELLP ORDER  -  SPECIAL (CORS)
 DH7222
 DH7222.ITRF positions are available for this station.
 DH7222.The coordinates were established by GPS observations
 DH7222.and adjusted by the National Geodetic Survey in December 2005..
 DH7222.The coordinates are valid at the epoch date displayed above.
 DH7222.The epoch date for horizontal control is a decimal equivalence
 DH7222.of Year/Month/Day.
 DH7222
 DH7222
 DH7222.The PID for the CORS ARP is DH7221.
 DH7222
 DH7222.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH7222
 DH7222.The ellipsoidal height was determined by GPS observations
 DH7222.and is referenced to NAD 83.
 DH7222
 DH7222.The geoid height was determined by GEOID03.
 DH7222
 DH7222;                    North         East     Units Scale Factor Converg.
 DH7222;SPC MI C     -   113,007.841 5,965,852.297   MT  0.99996908   -0 18 08.9
 DH7222;SPC MI C     -   370,760.63 19,573,006.22   iFT  0.99996908   -0 18 08.9
 DH7222
 DH7222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7222!SPC MI C     -   0.99994928  x   0.99996908  =   0.99991836
 DH7222
 DH7222                          SUPERSEDED SURVEY CONTROL
 DH7222
 DH7222.No superseded survey control is available for this station.
 DH7222
 DH7222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7580711206(NAD 83)
 DH7222_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH7222
 DH7222                          STATION DESCRIPTION
 DH7222
 DH7222'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH7222'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH7222'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH7222'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH7222'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH7222'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0470 ***********************************************************************
 PL0470  DESIGNATION -  HOUGHTON LAKE GEN TEL MAST
 PL0470  PID         -  PL0470
 PL0470  STATE/COUNTY-  MI/ROSCOMMON
 PL0470  USGS QUAD   -  
 PL0470
 PL0470                         *CURRENT SURVEY CONTROL
 PL0470  ___________________________________________________________________
 PL0470* NAD 83(1994)-  44 17 36.89129(N)    084 45 13.70813(W)     ADJUSTED  
 PL0470* NAVD 88     -                                                        
 PL0470  ___________________________________________________________________
 PL0470  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 PL0470  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 PL0470
 PL0470  HORZ ORDER  -  THIRD
 PL0470
 PL0470.The horizontal coordinates were established by classical geodetic methods
 PL0470.and adjusted by the National Geodetic Survey in February 1997..
 PL0470
 PL0470
 PL0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0470
 PL0470.The geoid height was determined by GEOID03.
 PL0470
 PL0470;                    North         East     Units Scale Factor Converg.
 PL0470;SPC MI C     -   108,630.172 5,969,103.245   MT  0.99997655   -0 16 24.5
 PL0470;SPC MI C     -   356,398.20 19,583,672.06   iFT  0.99997655   -0 16 24.5
 PL0470;UTM  16      - 4,906,934.662   679,197.291   MT  0.99999493   +1 34 08.4
 PL0470
 PL0470                          SUPERSEDED SURVEY CONTROL
 PL0470
 PL0470  NAD 83(1986)-  44 17 36.88582(N)    084 45 13.71123(W) AD(       ) 4
 PL0470  NAD 27      -  44 17 36.82183(N)    084 45 13.61229(W) AD(       ) 3
 PL0470
 PL0470.Superseded values are not recommended for survey control.
 PL0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0470.See file dsdata.txt to determine how the superseded data were derived.
 PL0470
 PL0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7919706935(NAD 83)
 PL0470_MARKER: Z = SEE DESCRIPTION
 PL0470_SETTING: 0 = UNSPECIFIED SETTING
 PL0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0470
 PL0470  HISTORY     - Date     Condition        Report By
 PL0470  HISTORY     - 1976     MONUMENTED       NGS
 PL0470  HISTORY     - 1980     GOOD             NGS
 PL0470  HISTORY     - 19910618 GOOD             USPSQD
 PL0470
 PL0470                          STATION DESCRIPTION
 PL0470
 PL0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0470'THE STATION IS THE LIGHT ATOP THE HOUGHTON LAKE GENERAL
 PL0470'TELEPHONE COMPANY MAST, WHICH IS LOCATED ABOUT 3 MILES
 PL0470'SOUTHEAST OF THE STATE POLICE SUBSTATION IN HOUGHTON LAKE,
 PL0470'2 MILES EAST OF THE U.S. HIGHWAY 27 FREEWAY, AND 1 MILE
 PL0470'SOUTHWEST OF THE SOUTHWEST CORNER OF HOUGHTON LAKE.
 PL0470'
 PL0470'NO OTHER DATA AVAILABLE
 PL0470'
 PL0470'DESCRIBED BY G.R.HEID
 PL0470
 PL0470                          STATION RECOVERY (1980)
 PL0470
 PL0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0470'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PL0470'THE STATION, HOUGHTON LAKE GENERAL TELEPHONE COMPANY MAST,
 PL0470'IS THE LIGHT ATOP, NOT CENTER.  IT IS A TRUSS-WORK, GUYED MAST,
 PL0470'PAINTED ALTERNATE RED AND WHITE, 42.7 METERS IN HEIGHT AND
 PL0470'HAS 2 OCTAGONAL SHIELDS NEAR THE TOP.
 PL0470'
 PL0470'THE STATION IS LOCATED ABOUT 1.2 KM (3/4 MI) SOUTH OF
 PL0470'HOUGHTON LAKE, 152.4 METERS (500 FT) SOUTH OF THE SOUTH
 PL0470'EDGE OF THE HOUGHTON LAKE CEMETERY, 45.7 METERS (150 FT)
 PL0470'WEST OF THE CENTER OF FIRE TOWER ROAD, IN THE
 PL0470'SE1/4,S14,T22N,R4W OF LAKE TOWNSHIP. AND IS OWNED BY
 PL0470'THE GENERAL TELEPHONE COMPANY.
 PL0470'
 PL0470'DESCRIBED BY R.L. ZURFLUH.
 PL0470
 PL0470                          STATION RECOVERY (1991)
 PL0470
 PL0470'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 PL0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0471 ***********************************************************************
 PL0471  DESIGNATION -  HOUGHTON LAKE RAD TOWER
 PL0471  PID         -  PL0471
 PL0471  STATE/COUNTY-  MI/ROSCOMMON
 PL0471  USGS QUAD   -  
 PL0471
 PL0471                         *CURRENT SURVEY CONTROL
 PL0471  ___________________________________________________________________
 PL0471* NAD 83(1994)-  44 18 46.96828(N)    084 45 51.09349(W)     ADJUSTED  
 PL0471* NAVD 88     -                                                        
 PL0471  ___________________________________________________________________
 PL0471  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 PL0471  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 PL0471
 PL0471  HORZ ORDER  -  THIRD
 PL0471
 PL0471.The horizontal coordinates were established by classical geodetic methods
 PL0471.and adjusted by the National Geodetic Survey in February 1997..
 PL0471
 PL0471
 PL0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0471
 PL0471.The geoid height was determined by GEOID03.
 PL0471
 PL0471;                    North         East     Units Scale Factor Converg.
 PL0471;SPC MI C     -   110,797.107 5,968,285.066   MT  0.99997279   -0 16 50.9
 PL0471;SPC MI C     -   363,507.57 19,580,987.75   iFT  0.99997279   -0 16 50.9
 PL0471;UTM  16      - 4,909,074.206   678,309.836   MT  0.99999103   +1 33 44.3
 PL0471
 PL0471                          SUPERSEDED SURVEY CONTROL
 PL0471
 PL0471  NAD 83(1986)-  44 18 46.96276(N)    084 45 51.09761(W) AD(       ) 4
 PL0471  NAD 27      -  44 18 46.89819(N)    084 45 50.99832(W) AD(       ) 3
 PL0471
 PL0471.Superseded values are not recommended for survey control.
 PL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0471.See file dsdata.txt to determine how the superseded data were derived.
 PL0471
 PL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7831009074(NAD 83)
 PL0471_MARKER: Z = SEE DESCRIPTION
 PL0471_SETTING: 0 = UNSPECIFIED SETTING
 PL0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0471
 PL0471  HISTORY     - Date     Condition        Report By
 PL0471  HISTORY     - 1976     MONUMENTED       NGS
 PL0471
 PL0471                          STATION DESCRIPTION
 PL0471
 PL0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 PL0471'THE STATION IS THE LIGHT ATOP THE HOUGHTON LAKE RADIO TOWER
 PL0471'THAT IS LOCATED IN THE VILLAGE OF HOUGHTON LAKE, AT THE
 PL0471'MAIN INTERSECTION, BEHIND THE STATE POLICE SUBSTATION (IT MAY
 PL0471'BE A POLICE RADIO RELAY TOWER).
 PL0471'
 PL0471'NO OTHER DATA AVAILABLE
 PL0471'
 PL0471'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0472 ***********************************************************************
 PL0472  DESIGNATION -  HOUGHTON LAKE RADIO TOWER
 PL0472  PID         -  PL0472
 PL0472  STATE/COUNTY-  MI/ROSCOMMON
 PL0472  USGS QUAD   -  
 PL0472
 PL0472                         *CURRENT SURVEY CONTROL
 PL0472  ___________________________________________________________________
 PL0472* NAD 83(1994)-  44 20 04.10852(N)    084 47 43.17554(W)     ADJUSTED  
 PL0472* NAVD 88     -                                                        
 PL0472  ___________________________________________________________________
 PL0472  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 PL0472  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 PL0472
 PL0472  HORZ ORDER  -  THIRD
 PL0472
 PL0472.The horizontal coordinates were established by classical geodetic methods
 PL0472.and adjusted by the National Geodetic Survey in February 1997..
 PL0472
 PL0472
 PL0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0472
 PL0472.The geoid height was determined by GEOID03.
 PL0472
 PL0472;                    North         East     Units Scale Factor Converg.
 PL0472;SPC MI C     -   113,190.686 5,965,813.785   MT  0.99996878   -0 18 10.1
 PL0472;SPC MI C     -   371,360.52 19,572,879.87   iFT  0.99996878   -0 18 10.1
 PL0472;UTM  16      - 4,911,387.079   675,762.795   MT  0.99997993   +1 32 28.0
 PL0472
 PL0472                          SUPERSEDED SURVEY CONTROL
 PL0472
 PL0472  NAD 83(1986)-  44 20 04.10483(N)    084 47 43.17622(W) AD(       ) 4
 PL0472  NAD 27      -  44 20 04.04718(N)    084 47 43.06457(W) AD(       ) 3
 PL0472
 PL0472.Superseded values are not recommended for survey control.
 PL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0472.See file dsdata.txt to determine how the superseded data were derived.
 PL0472
 PL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ7576311387(NAD 83)
 PL0472_MARKER: 43 = RADIO/TV TOWER
 PL0472
 PL0472  HISTORY     - Date     Condition        Report By
 PL0472  HISTORY     - 1980     FIRST OBSERVED   NGS
 PL0472  HISTORY     - 19910617 GOOD             USPSQD
 PL0472
 PL0472                          STATION DESCRIPTION
 PL0472
 PL0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0472'THE STATION, HOUGHTON LAKE RADIO TOWER, IS THE LIGHT TOP
 PL0472'CENTER.  IT IS A 4-LEGGED, SKELETON STEEL TOWER, PAINTED
 PL0472'ALTERNATE RED AND WHITE, AND IS 110.0 METERS IN HEIGHT.
 PL0472'
 PL0472'THE STATION IS LOCATED ABOUT 1.2 KM (3/4 MI) EAST OF THE
 PL0472'JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 55,
 PL0472'106.7 METERS SOUTH OF THE MICHIGAN STATE POLICE SUBSTATION,
 PL0472'AND NEAR THE WEST SHORE OF HOUGHTON LAKE.  IT IS OWNED BY
 PL0472'THE STATE OF MICHIGAN AND IN THE NE1/4,S4,T22N,R4W OF
 PL0472'LAKE TOWNSHIP.
 PL0472'
 PL0472'DESCRIBED BY R.L. ZURFLUH.
 PL0472
 PL0472                          STATION RECOVERY (1991)
 PL0472
 PL0472'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 PL0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0227 ***********************************************************************
 SG0227  DESIGNATION -  HOUGHTON MUNICIPAL TANK
 SG0227  PID         -  SG0227
 SG0227  STATE/COUNTY-  MI/HOUGHTON
 SG0227  USGS QUAD   -  CHASSELL (1975)
 SG0227
 SG0227                         *CURRENT SURVEY CONTROL
 SG0227  ___________________________________________________________________
 SG0227* NAD 83(1994)-  47 06 45.34159(N)    088 33 56.99571(W)     ADJUSTED  
 SG0227* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 SG0227  ___________________________________________________________________
 SG0227  LAPLACE CORR-         -17.57  (seconds)                    DEFLEC99
 SG0227  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 SG0227
 SG0227  HORZ ORDER  -  THIRD
 SG0227
 SG0227.The horizontal coordinates were established by classical geodetic methods
 SG0227.and adjusted by the National Geodetic Survey in February 1997..
 SG0227.No horizontal observational check was made to the station.
 SG0227
 SG0227.The orthometric height was scaled from a topographic map.
 SG0227
 SG0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0227
 SG0227.The geoid height was determined by GEOID03.
 SG0227
 SG0227;                    North         East     Units Scale Factor Converg.
 SG0227;SPC MI N     -   260,068.788 7,881,166.352   MT  1.00000728   -1 07 54.4
 SG0227;SPC MI N     -   853,244.06 25,856,844.99   iFT  1.00000728   -1 07 54.4
 SG0227;UTM  16      - 5,218,865.965   381,208.095   MT  0.99977343   -1 08 50.7
 SG0227
 SG0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SG0227!SPC MI N     -   0.99997710  x   1.00000728  =   0.99998438
 SG0227!UTM  16      -   0.99997710  x   0.99977343  =   0.99975053
 SG0227
 SG0227                          SUPERSEDED SURVEY CONTROL
 SG0227
 SG0227  NAD 83(1986)-  47 06 45.33534(N)    088 33 56.97256(W) AD(       ) 4
 SG0227  NAD 27      -  47 06 45.61136(N)    088 33 56.53134(W) AD(       ) 3
 SG0227
 SG0227.Superseded values are not recommended for survey control.
 SG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0227.See file dsdata.txt to determine how the superseded data were derived.
 SG0227
 SG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8120818866(NAD 83)
 SG0227_MARKER: 51 = TANK
 SG0227_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0227
 SG0227  HISTORY     - Date     Condition        Report By
 SG0227  HISTORY     - 1981     FIRST OBSERVED   NOS
 SG0227  HISTORY     - 19951013 GOOD             USPSQD
 SG0227
 SG0227                          STATION DESCRIPTION
 SG0227
 SG0227'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0227'THE STATION, HOUGHTON MUNICIPAL TANK, IS THE CENTER OF THE TANK
 SG0227'AT ITS HIGHEST VERTICAL POINT.
 SG0227'
 SG0227'THE STATION IS LOCATED WITHIN THE CITY LIMITS OF HOUGHTON,
 SG0227'MICHIGAN.
 SG0227'
 SG0227'TO REACH THE STATION FROM THE JUNCTION OF COLLEGE AVENUE AND AGATE
 SG0227'STREET IN THE WEST SIDE OF HOUGHTON GO SOUTH ON AGATE STREET FOR
 SG0227'1.0 KILOMETER (0.6 MILE) TO ITS JUNCTION WITH SHARON STREET.  TURN
 SG0227'RIGHT ON SHARON STREET AND GO WEST FOR 0.5 KILOMETER (0.3 MILE) TO
 SG0227'PORTAGE STREET ON THE RIGHT AND THE STATION IN THE NORTHWEST
 SG0227'QUADRANT OF THE INTERSECTION.
 SG0227'
 SG0227'THE STATION IS A SINGLE STANDPIPE TYPE, BULBOUS TANK.  THE WORD
 SG0227'GREMLINS WAS PAINTED ON THE NORTH FACE OF THE TANK AND THE WORD
 SG0227'HUSKIES WAS PAINTED ON THE SOUTH FACE OF THE TANK AT THE TIME OF
 SG0227'THE SURVEY.
 SG0227
 SG0227                          STATION RECOVERY (1995)
 SG0227
 SG0227'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0200 ***********************************************************************
 SG0200  DESIGNATION -  HOUGHTON RADIO MAST WHDF
 SG0200  PID         -  SG0200
 SG0200  STATE/COUNTY-  MI/HOUGHTON
 SG0200  USGS QUAD   -  HANCOCK (1975)
 SG0200
 SG0200                         *CURRENT SURVEY CONTROL
 SG0200  ___________________________________________________________________
 SG0200* NAD 83(1994)-  47 08 06.10114(N)    088 33 56.10305(W)     ADJUSTED  
 SG0200* NAVD 88     -                                                        
 SG0200  ___________________________________________________________________
 SG0200  LAPLACE CORR-         -15.87  (seconds)                    DEFLEC99
 SG0200  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 SG0200
 SG0200  HORZ ORDER  -  THIRD
 SG0200
 SG0200.The horizontal coordinates were established by classical geodetic methods
 SG0200.and adjusted by the National Geodetic Survey in February 1997..
 SG0200
 SG0200
 SG0200.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0200
 SG0200.The geoid height was determined by GEOID03.
 SG0200
 SG0200;                    North         East     Units Scale Factor Converg.
 SG0200;SPC MI N     -   262,561.928 7,881,234.421   MT  1.00001303   -1 07 53.7
 SG0200;SPC MI N     -   861,423.65 25,857,068.31   iFT  1.00001303   -1 07 53.7
 SG0200;UTM  16      - 5,221,358.496   381,276.837   MT  0.99977323   -1 08 51.5
 SG0200
 SG0200                          SUPERSEDED SURVEY CONTROL
 SG0200
 SG0200  NAD 83(1986)-  47 08 06.09518(N)    088 33 56.07902(W) AD(       ) 4
 SG0200  NAD 27      -  47 08 06.36745(N)    088 33 55.63342(W) AD(       ) 3
 SG0200
 SG0200.Superseded values are not recommended for survey control.
 SG0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0200.See file dsdata.txt to determine how the superseded data were derived.
 SG0200
 SG0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8127721358(NAD 83)
 SG0200_MARKER: 42 = RADIO/TV MAST
 SG0200_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0200
 SG0200  HISTORY     - Date     Condition        Report By
 SG0200  HISTORY     - 1962     FIRST OBSERVED   CGS
 SG0200  HISTORY     - 19871231 GOOD             NGS
 SG0200  HISTORY     - 19951014 GOOD             USPSQD
 SG0200
 SG0200                          STATION DESCRIPTION
 SG0200
 SG0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (RHH)
 SG0200'THE STATION, HOUGHTON RADIO MAST WHDF, IS THE CENTER OF THE RED
 SG0200'LIGHT ON TOP OF THE MAST WITH THREE VERTICAL FIXED RED LIGHTS.
 SG0200'
 SG0200'THE STATION IS LOCATED IN THE OLD QUINCY MINING TOWN ON A HIGH
 SG0200'BLUFF OVERLOOKING THE TOWN OF HANCOCK.
 SG0200'
 SG0200'TO REACH THE STATION FROM THE JUNCTION OF US 41 AND COUNTY ROAD
 SG0200'203 IN HANCOCK DRIVE NORTH ON US 41 UP THE BLUFF TO THE TOP AND
 SG0200'THE JUNCTION WITH ARCADIAN ROAD ON THE RIGHT.  TURN RIGHT
 SG0200'AND GO SOUTHEAST ON A PAVED ROAD 0.3 KILOMETER (0.2 MILE) TO A
 SG0200'GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR
 SG0200'APPROXIMATELY 80 METERS (260 FEET) TO A FORK IN THE ROAD.  TAKE
 SG0200'THE LEFT FORK AND GO SOUTHEAST FOR 0.4 KILOMETER (0.25 MILE) TO
 SG0200'A T INTERSECTION.  TURN RIGHT AND CONTINUE TAKING THE LEFT HAND
 SG0200'FORKS FOR 0.2 KILOMETER (0.15 MILE) TO THE STATION ON THE RIGHT.
 SG0200
 SG0200                          STATION RECOVERY (1987)
 SG0200
 SG0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (JMW)
 SG0200'THE STATION IS THE BROADCASTING TOWER OF WHDF RADIO STATION.  THE
 SG0200'TOWER IS ABOUT 450 FT (137.2 M) HIGH AND IS LOCATED ABOUT 2 MILES (3.2
 SG0200'KM) NE OF HANCOCK AND ABOUT 0.5 MILES (0.8 KM) E OF THE SUMMIT OF
 SG0200'QUINCY HILL.  THE RED LIGHT ON TOP WAS THE POINT INTERSECTED. RETAIN
 SG0200'WITH DATA-FOR AERO CHARTS, ECT.  RCY 4-15-80.  MAY NOW BE USABLE.
 SG0200'INTERSECTION STATION NOTE, STATION HAS NOW BEEN ADJUSTED.
 SG0200
 SG0200                          STATION RECOVERY (1995)
 SG0200
 SG0200'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0228 ***********************************************************************
 SG0228  DESIGNATION -  HOUGHTON TELEPHONE RELAY MAST
 SG0228  PID         -  SG0228
 SG0228  STATE/COUNTY-  MI/HOUGHTON
 SG0228  USGS QUAD   -  CHASSELL (1975)
 SG0228
 SG0228                         *CURRENT SURVEY CONTROL
 SG0228  ___________________________________________________________________
 SG0228* NAD 83(1994)-  47 06 05.98133(N)    088 34 12.64959(W)     ADJUSTED  
 SG0228* NAVD 88     -                                                        
 SG0228  ___________________________________________________________________
 SG0228  LAPLACE CORR-         -17.84  (seconds)                    DEFLEC99
 SG0228  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 SG0228
 SG0228  HORZ ORDER  -  THIRD
 SG0228
 SG0228.The horizontal coordinates were established by classical geodetic methods
 SG0228.and adjusted by the National Geodetic Survey in February 1997..
 SG0228
 SG0228
 SG0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 SG0228
 SG0228.The geoid height was determined by GEOID03.
 SG0228
 SG0228;                    North         East     Units Scale Factor Converg.
 SG0228;SPC MI N     -   258,860.048 7,880,812.321   MT  1.00000453   -1 08 05.7
 SG0228;SPC MI N     -   849,278.37 25,855,683.47   iFT  1.00000453   -1 08 05.7
 SG0228;UTM  16      - 5,217,657.602   380,853.817   MT  0.99977447   -1 09 01.4
 SG0228
 SG0228                          SUPERSEDED SURVEY CONTROL
 SG0228
 SG0228  NAD 83(1986)-  47 06 05.97552(N)    088 34 12.62538(W) AD(       ) 4
 SG0228  NAD 27      -  47 06 06.24523(N)    088 34 12.18921(W) AD(       ) 3
 SG0228
 SG0228.Superseded values are not recommended for survey control.
 SG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0228.See file dsdata.txt to determine how the superseded data were derived.
 SG0228
 SG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8085417658(NAD 83)
 SG0228_MARKER: 42 = RADIO/TV MAST
 SG0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0228+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 SG0228
 SG0228  HISTORY     - Date     Condition        Report By
 SG0228  HISTORY     - 1981     FIRST OBSERVED   NOS
 SG0228  HISTORY     - 19951013 GOOD             USPSQD
 SG0228  HISTORY     - 20050315 GOOD             GEOCAC
 SG0228
 SG0228                          STATION DESCRIPTION
 SG0228
 SG0228'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 SG0228'THE STATION, HOUGHTON TELEPHONE RELAY MAST, IS THE CENTER OF THE
 SG0228'RED LIGHT ON TOP OF THE RELAY MAST WHICH SUPPORTS SEVERAL
 SG0228'MICROWAVE DISHES AND IS OWNED BY MICHIGAN BELL TELEPHONE COMPANY.
 SG0228'
 SG0228'THE STATION IS LOCATED ON A HILL NEAR THE SOUTH EDGE OF HOUGHTON.
 SG0228'
 SG0228'TO REACH THE STATION FROM THE JUNCTION OF COLLEGE AVENUE AND AGATE
 SG0228'STREET IN HOUGHTON GO SOUTH ON AGATE STREET 1.0 KILOMETER
 SG0228'(0.6 MILE) TO THE JUNCTION WITH SHARON AVENUE.  TURN RIGHT AND GO
 SG0228'WEST 0.5 KILOMETER (0.3 MILE) TO THE JUNCTION WITH PORTAGE STREET.
 SG0228'TURN LEFT ON PORTAGE STREET AND DRIVE SOUTH 1.0 KILOMETER
 SG0228'(0.6 MILE) TO COUNTY ROAD P101.  TURN LEFT ON COUNTY ROAD P101
 SG0228'AND DRIVE EAST 0.1 KILOMETER (0.1 MILE) TO A GRAVEL ROAD ON THE
 SG0228'RIGHT.  FOLLOW THE GRAVEL ROAD SOUTH TO THE STATION APPROXIMATELY
 SG0228'0.2 MORE KILOMETER (0.15 MILE)
 SG0228
 SG0228                          STATION RECOVERY (1995)
 SG0228
 SG0228'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0228'RECOVERED IN GOOD CONDITION.
 SG0228
 SG0228                          STATION RECOVERY (2005)
 SG0228
 SG0228'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0228'TO REACH THE STATION FROM THE HOUGHTON END OF THE US-41 BRIDGE GO WEST
 SG0228'AND SOUTH ON HWY M-26 1 MILE TO SHARON AVE, TURN LEFT AND GO EAST 0.65
 SG0228'MILE TO THE JUNCTION WITH MAIN STREET.  TURN RIGHT AND GO SOUTH ON
 SG0228'MAIN STREET 0.5 MILES TO COUNTY ROAD ON LEFT.  TURN LEFT AND GO EAST
 SG0228'O.3 MILES TO GATED DRIVE ON RIGHT, TURN RIGHT AND GO SOUTH 0.15 MILE
 SG0228'TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0548 ***********************************************************************
 PL0548  DESIGNATION -  HOUGPORT
 PL0548  PID         -  PL0548
 PL0548  STATE/COUNTY-  MI/ROSCOMMON
 PL0548  USGS QUAD   -  PRUDENVILLE (1963)
 PL0548
 PL0548                         *CURRENT SURVEY CONTROL
 PL0548  ___________________________________________________________________
 PL0548* NAD 83(1994)-  44 21 39.32213(N)    084 40 33.20502(W)     ADJUSTED  
 PL0548* NAVD 88     -       349.9    (meters)    1148.     (feet)  GPS OBS   
 PL0548  ___________________________________________________________________
 PL0548  X           -     423,839.817 (meters)                     COMP
 PL0548  Y           -  -4,548,046.119 (meters)                     COMP
 PL0548  Z           -   4,437,072.894 (meters)                     COMP
 PL0548  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 PL0548  ELLIP HEIGHT-         315.60  (meters)          (07/17/02) GPS OBS
 PL0548  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 PL0548
 PL0548  HORZ ORDER  -  FIRST
 PL0548  ELLP ORDER  -  FOURTH    CLASS I
 PL0548
 PL0548.The horizontal coordinates were established by GPS observations
 PL0548.and adjusted by the National Geodetic Survey in February 1997..
 PL0548
 PL0548.The orthometric height was determined by GPS observations and a
 PL0548.high-resolution geoid model.
 PL0548
 PL0548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0548
 PL0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0548
 PL0548.The ellipsoidal height was determined by GPS observations
 PL0548.and is referenced to NAD 83.
 PL0548
 PL0548.The geoid height was determined by GEOID03.
 PL0548
 PL0548;                    North         East     Units Scale Factor Converg.
 PL0548;SPC MI C     -   116,086.140 5,975,350.140   MT  0.99996402   -0 13 06.4
 PL0548;SPC MI C     -   380,860.04 19,604,167.13   iFT  0.99996402   -0 13 06.4
 PL0548;UTM  16      - 4,914,587.988   685,201.371   MT  1.00002184   +1 37 31.5
 PL0548
 PL0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0548!SPC MI C     -   0.99995052  x   0.99996402  =   0.99991454
 PL0548!UTM  16      -   0.99995052  x   1.00002184  =   0.99997236
 PL0548
 PL0548:                Primary Azimuth Mark                     Grid Az
 PL0548:SPC MI C     -  HOUGPORT AZ MK                           089 05 47.9
 PL0548:UTM  16      -  HOUGPORT AZ MK                           087 15 10.0
 PL0548
 PL0548|---------------------------------------------------------------------|
 PL0548| PID    Reference Object                     Distance      Geod. Az  |
 PL0548|                                                           dddmmss.s |
 PL0548| PL0549 HOUGPORT AZ MK                      456.248 METERS 0885241.5 |
 PL0548|---------------------------------------------------------------------|
 PL0548
 PL0548                          SUPERSEDED SURVEY CONTROL
 PL0548
 PL0548  ELLIP H (02/03/97)  315.62   (m)                       GP(       ) 4 1
 PL0548  NAD 83(1986)-  44 21 39.31767(N)    084 40 33.20127(W) AD(       ) 1
 PL0548  NAD 83(1986)-  44 21 39.30380(N)    084 40 33.21107(W) AD(       ) 3
 PL0548  NGVD 29 (03/27/91)  350.8    (m)         1151.     (f) GPS OBS        
 PL0548
 PL0548.Superseded values are not recommended for survey control.
 PL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0548.See file dsdata.txt to determine how the superseded data were derived.
 PL0548
 PL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8520114588(NAD 83)
 PL0548_MARKER: I = METAL ROD
 PL0548_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0548_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PL0548_STAMPING: HOUGPORT 1989
 PL0548_MARK LOGO: NGS   
 PL0548_PROJECTION: FLUSH
 PL0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0548+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 PL0548_ROD/PIPE-DEPTH: 19.5 meters
 PL0548_SLEEVE-DEPTH  : 1.0 meters
 PL0548
 PL0548  HISTORY     - Date     Condition        Report By
 PL0548  HISTORY     - 1989     MONUMENTED       NGS
 PL0548  HISTORY     - 19910715 GOOD             NGS
 PL0548
 PL0548                          STATION DESCRIPTION
 PL0548
 PL0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PL0548'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) NORTH-NORTHWEST OF
 PL0548'PRUDENVILLE, AT THE HOUGHTON LAKE ROSCOMMON COUNTY AIRPORT, IN THE
 PL0548'NORTHWEST CORNER OF THE WESTERN MOST ONE OF TWO GRASS STRIPS BETWEEN
 PL0548'THE PAVED RUNWAY AND A PARALLEL TAXIWAY.  OWNERSHIP---ROSCOMMON
 PL0548'COUNTY, C/O AIRPORT MANAGER TERRY BLODGETT, 5218 EAST HOUGHTON LAKE
 PL0548'DRIVE, HOUGHTON LAKE MI 48629.  PHONE IS (517) 366-7660 OR HOME (517)
 PL0548'366-9237.
 PL0548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 55,
 PL0548'ABOUT 1.3 KM (0.80 MI) NORTHEAST OF PRUDENVILLE, GO NORTHEAST FOR 1.2
 PL0548'KM (0.75 MI) ON HIGHWAY 18 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 PL0548'NORTHERLY FOR 7.4 KM (4.60 MI) ON COUNTY ROAD 100 TO A GRAVEL ROAD
 PL0548'RIGHT JUST PAST THE AIRPORT ENTRANCE DRIVE.  TURN RIGHT AND GO EAST
 PL0548'FOR 0.1 KM (0.05 MI) ON THE GRAVEL ROAD, PASSING THROUGH A GATE AND
 PL0548'BETWEEN TWO HANGARS, TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO
 PL0548'NORTH THEN NORTHEAST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO
 PL0548'THE STATION ON THE RIGHT JUST BEFORE THE PAVED RUNWAY.
 PL0548'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 PL0548'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 19.5 METERS IN A
 PL0548'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 PL0548'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 PL0548'LOCATED 44.9 M (147.3 FT) EAST FROM THE SUPPORT LEG OF THE SOUTHERN
 PL0548'MOST ONE OF TWO RED RUNWAY END STROBES, 42.3 M (138.8 FT) SOUTHEAST
 PL0548'FROM THE CENTER OF THE WEST END OF THE RUNWAY AND 20.0 M (65.6 FT)
 PL0548'SOUTH FROM THE SOUTH EDGE OF THE RUNWAY.
 PL0548'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 PL0548'NOTE-CALL IN ADVANCE GATE IS LOCKED.
 PL0548'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 PL0548
 PL0548                          STATION RECOVERY (1991)
 PL0548
 PL0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0548'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTH-NORTHWEST OF
 PL0548'PRUDENVILLE, AT THE HOUGHTON LAKE/ROSCOMMON COUNTY AIRPORT, IN THE
 PL0548'NORTHWEST CORNER OF THE WESTERNMOST ONE OF TWO GRASS STRIPS BETWEEN
 PL0548'THE PAVED RUNWAY AND A PARALLEL TAXIWAY.  OWNERSHIP---ROSCOMMON
 PL0548'COUNTY, C/O AIRPORT MANAGER TERRY BLODGETT, 5218 EAST HOUGHTON LAKE
 PL0548'DRIVE, HOUGHTON LAKE, MI. 48629.  PHONE (517) 366-7660 OR HOME
 PL0548'366-9237.
 PL0548'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 55,
 PL0548'ABOUT 1.3 KM (0.8 MI) NORTHEAST OF PRUDENVILLE, GO NORTHEAST FOR 1.2
 PL0548'KM (0.7 MI) ON HIGHWAY 18 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 PL0548'NORTHERLY FOR 7.4 KM (4.6 MI) ON COUNTY ROAD 100 TO A GRAVEL ROAD
 PL0548'RIGHT JUST PAST THE AIRPORT ENTRANCE DRIVE.  TURN RIGHT AND GO EAST
 PL0548'FOR 0.1 KM (0.1 MI) ON THE GRAVEL ROAD, PASSING THROUGH A GATE AND
 PL0548'BETWEEN TWO HANGARS, TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO
 PL0548'NORTH THEN NORTHEAST FOR 0.2 KM (0.1 MI) ON THE CONNECTING TAXIWAY TO
 PL0548'THE STATION ON THE RIGHT JUST BEFORE THE PAVED RUNWAY.
 PL0548'LOCATED 44.9 M (147.3 FT) EAST FROM THE SUPPORT LEG OF THE SOUTHERN
 PL0548'MOST ONE OF TWO RED RUNWAY END STROBES, 42.3 M (138.8 FT) SOUTHEAST
 PL0548'FROM THE CENTER OF THE WEST END OF THE RUNWAY AND 20.0 M (65.6 FT)
 PL0548'SOUTH FROM THE SOUTH EDGE OF THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0549 ***********************************************************************
 PL0549  DESIGNATION -  HOUGPORT AZ MK
 PL0549  PID         -  PL0549
 PL0549  STATE/COUNTY-  MI/ROSCOMMON
 PL0549  USGS QUAD   -  PRUDENVILLE (1963)
 PL0549
 PL0549                         *CURRENT SURVEY CONTROL
 PL0549  ___________________________________________________________________
 PL0549* NAD 83(1994)-  44 21 39.61100(N)    084 40 12.60523(W)     ADJUSTED  
 PL0549* NAVD 88     -       349.     (meters)    1145.     (feet)  GPS OBS   
 PL0549  ___________________________________________________________________
 PL0549  X           -     424,293.380 (meters)                     COMP
 PL0549  Y           -  -4,547,996.783 (meters)                     COMP
 PL0549  Z           -   4,437,078.507 (meters)                     COMP
 PL0549  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 PL0549  ELLIP HEIGHT-         314.51  (meters)          (07/17/02) GPS OBS
 PL0549  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 PL0549
 PL0549  HORZ ORDER  -  FIRST
 PL0549  ELLP ORDER  -  FOURTH    CLASS I
 PL0549
 PL0549.The horizontal coordinates were established by GPS observations
 PL0549.and adjusted by the National Geodetic Survey in February 1997..
 PL0549.No horizontal observational check was made to the station.
 PL0549
 PL0549.The orthometric height was determined by GPS observations and a
 PL0549.high-resolution geoid model.
 PL0549.No vertical observational check was made to the station.
 PL0549
 PL0549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0549
 PL0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0549
 PL0549.The ellipsoidal height was determined by GPS observations
 PL0549.and is referenced to NAD 83.
 PL0549
 PL0549.The geoid height was determined by GEOID03.
 PL0549
 PL0549;                    North         East     Units Scale Factor Converg.
 PL0549;SPC MI C     -   116,093.333 5,975,806.315   MT  0.99996401   -0 12 51.8
 PL0549;SPC MI C     -   380,883.64 19,605,663.76   iFT  0.99996401   -0 12 51.8
 PL0549;UTM  16      - 4,914,609.857   685,657.105   MT  1.00002391   +1 37 45.9
 PL0549
 PL0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0549!SPC MI C     -   0.99995069  x   0.99996401  =   0.99991470
 PL0549!UTM  16      -   0.99995069  x   1.00002391  =   0.99997460
 PL0549
 PL0549:                Primary Azimuth Mark                     Grid Az
 PL0549:SPC MI C     -  HOUGPORT                                 269 05 47.7
 PL0549:UTM  16      -  HOUGPORT                                 267 15 10.0
 PL0549
 PL0549|---------------------------------------------------------------------|
 PL0549| PID    Reference Object                     Distance      Geod. Az  |
 PL0549|                                                           dddmmss.s |
 PL0549| PL0548 HOUGPORT                            456.248 METERS 2685255.9 |
 PL0549|---------------------------------------------------------------------|
 PL0549
 PL0549                          SUPERSEDED SURVEY CONTROL
 PL0549
 PL0549  ELLIP H (02/03/97)  314.53   (m)                       GP(       ) 4 1
 PL0549  NAD 83(1986)-  44 21 39.60654(N)    084 40 12.60143(W) AD(       ) 1
 PL0549  NAD 83(1986)-  44 21 39.59258(N)    084 40 12.61147(W) AD(       ) 3
 PL0549  NGVD 29 (03/27/91)  349.7    (m)         1147.     (f) GPS OBS        
 PL0549
 PL0549.Superseded values are not recommended for survey control.
 PL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0549.See file dsdata.txt to determine how the superseded data were derived.
 PL0549
 PL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8565714610(NAD 83)
 PL0549_MARKER: I = METAL ROD
 PL0549_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0549_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PL0549_STAMPING: HOUGPORT AZ MK 1989
 PL0549_MARK LOGO: NGS   
 PL0549_PROJECTION: FLUSH
 PL0549_MAGNETIC: I = MARKER IS A STEEL ROD
 PL0549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0549+SATELLITE: SATELLITE OBSERVATIONS - 1989
 PL0549_ROD/PIPE-DEPTH: 12.2 meters
 PL0549_SLEEVE-DEPTH  : 1.0 meters
 PL0549
 PL0549  HISTORY     - Date     Condition        Report By
 PL0549  HISTORY     - 1989     MONUMENTED       NGS
 PL0549
 PL0549                          STATION DESCRIPTION
 PL0549
 PL0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 PL0549'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) NORTH-NORTHWEST OF
 PL0549'PRUDENVILLE, AT THE HOUGHTON LAKE ROSCOMMON COUNTY AIRPORT, IN THE
 PL0549'NORTHWEST CORNER OF THE EASTERN MOST ONE OF TWO GRASS STRIPS BETWEEN
 PL0549'THE PAVED RUNWAY AND A PARALLEL TAXIWAY.  OWNERSHIP---ROSCOMMON
 PL0549'COUNTY, C/O AIRPORT MANAGER TERRY BLODGETT, 5218 EAST HOUGHTON LAKE
 PL0549'DRIVE, HOUGHTON LAKE MI 48629.  PHONE IS (517) 366-7660 OR HOME (517)
 PL0549'366-9237.
 PL0549'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 55,
 PL0549'ABOUT 1.3 KM (0.80 MI) NORTHEAST OF PRUDENVILLE, GO NORTHEAST FOR 1.2
 PL0549'KM (0.75 MI) ON HIGHWAY 18 TO A PAVED ROAD LEFT.  TURN LEFT AND GO
 PL0549'NORTHERLY FOR 7.4 KM (4.60 MI) ON COUNTY ROAD 100 TO A GRAVEL ROAD
 PL0549'RIGHT JUST PAST THE AIRPORT ENTRANCE DRIVE.  TURN RIGHT AND GO EAST
 PL0549'FOR 0.1 KM (0.05 MI), PASSING THROUGH A GATE AND BETWEEN TWO HANGARS,
 PL0549'TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 PL0549'(0.05 MI) ON THE CONNECTING TAXIWAY TO A PARALLEL TAXIWAY RIGHT.  TURN
 PL0549'RIGHT AND GO EAST FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO A
 PL0549'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM (0.05 MI)
 PL0549'ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE THE
 PL0549'PAVED RUNWAY.
 PL0549'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 PL0549'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 PL0549'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 PL0549'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 PL0549'LOCATED 35.2 M (115.5 FT) SOUTHEAST FROM THE JUNCTION OF THE SOUTH
 PL0549'EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 23.4 M
 PL0549'(76.8 FT) EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY AND 20.4 M
 PL0549'(66.9 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY.
 PL0549'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 PL0549'NOTE-THE GATE IS LOCKED CALL IN ADVANCE.
 PL0549'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0607 ***********************************************************************
 OK0607  DESIGNATION -  HOWARD BASE A STATION 1931
 OK0607  PID         -  OK0607
 OK0607  STATE/COUNTY-  MI/MONTCALM
 OK0607  USGS QUAD   -  CORAL (1985)
 OK0607
 OK0607                         *CURRENT SURVEY CONTROL
 OK0607  ___________________________________________________________________
 OK0607* NAD 83(1994)-  43 20 06.44842(N)    085 29 15.60767(W)     ADJUSTED  
 OK0607* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 OK0607  ___________________________________________________________________
 OK0607  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 OK0607  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OK0607
 OK0607  HORZ ORDER  -  SECOND
 OK0607
 OK0607.The horizontal coordinates were established by classical geodetic methods
 OK0607.and adjusted by the National Geodetic Survey in February 1997..
 OK0607
 OK0607.The orthometric height was scaled from a topographic map.
 OK0607
 OK0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0607
 OK0607.The geoid height was determined by GEOID03.
 OK0607
 OK0607;                    North         East     Units Scale Factor Converg.
 OK0607;SPC MI S     -   204,449.762 3,909,099.095   MT  0.99993770   -0 45 46.3
 OK0607;SPC MI S     -   670,766.94 12,825,128.26   iFT  0.99993770   -0 45 46.3
 OK0607;UTM  16      - 4,799,141.395   622,596.434   MT  0.99978488   +1 02 16.8
 OK0607
 OK0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0607!SPC MI S     -   0.99996239  x   0.99993770  =   0.99990009
 OK0607!UTM  16      -   0.99996239  x   0.99978488  =   0.99974728
 OK0607
 OK0607:                Primary Azimuth Mark                     Grid Az
 OK0607:SPC MI S     -  HOWARD SOUTH BASE                        205 40 34.3
 OK0607:UTM  16      -  HOWARD SOUTH BASE                        203 52 31.2
 OK0607
 OK0607|---------------------------------------------------------------------|
 OK0607| PID    Reference Object                     Distance      Geod. Az  |
 OK0607|                                                           dddmmss.s |
 OK0607| OK0611 HOWARD SOUTH BASE                   APPROX. 3.4 KM 2045448.0 |
 OK0607|---------------------------------------------------------------------|
 OK0607
 OK0607                          SUPERSEDED SURVEY CONTROL
 OK0607
 OK0607  NAD 83(1986)-  43 20 06.44689(N)    085 29 15.61788(W) AD(       ) 2
 OK0607  NAD 27      -  43 20 06.35300(N)    085 29 15.48200(W) AD(       ) 2
 OK0607
 OK0607.Superseded values are not recommended for survey control.
 OK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0607.See file dsdata.txt to determine how the superseded data were derived.
 OK0607
 OK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2259699141(NAD 83)
 OK0607
 OK0607  HISTORY     - Date     Condition        Report By
 OK0607  HISTORY     - 1931     MONUMENTED       CGS
 OK0607  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0607  HISTORY     - 1943     SEE DESCRIPTION  CGS
 OK0607  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0607  HISTORY     - 20011205 POOR             NGS
 OK0607
 OK0607                          STATION DESCRIPTION
 OK0607
 OK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0607'ABOUT 4-1/2 MILES SOUTH OF HOWARD CITY AND 2 MILES NORTH OF SAND
 OK0607'LAKE, ON EAST SIDE OF
 OK0607'RIGHT-OF-WAY OF PENNSYLVANIA RAILROAD, 19.2 METERS (63 FEET) WEST OF
 OK0607'CENTER LINE OF ROUTE 131, AND
 OK0607'10.8 METERS (35 FEET) EAST OF EAST RAIL OF RAILROAD AT POINT
 OK0607'OF INTERSECTION OF CURVE.  REACHED FROM
 OK0607'HOWARD CITY BY ROUTE 131 SOUTH 4-1/2
 OK0607'MILES TO STATION.  STATION MARK IS STANDARD DISK STATION
 OK0607'MARK IN CONCRETE, NOTE 1A.
 OK0607'IT PROJECTS 6 INCHES ABOVE GROUND.
 OK0607
 OK0607                          STATION RECOVERY (1943)
 OK0607
 OK0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 OK0607'LETTER OF MR. MARTIN
 OK0607'DERUITER, ASST.
 OK0607'ENGR., KENT COUNTY ROAD COMMISSION, 1500 SCRIBNER
 OK0607'AVE., N.W., GRAND RAPIDS, MICH.,
 OK0607'DATED 11/12/43-
 OK0607'
 OK0607'DURING CONCRETE PATCHING OPERATIONS ON U.S. HWY 131 MEAR
 OK0607'HOWARD CITY, A
 OK0607'BULLDOZER INADVERTENTLY STRUCK THE STATION MONUMENT
 OK0607'WHICH WAS TIPPED TO THE SOUTH AND
 OK0607'IS NOW LEANING TO THE
 OK0607'NORTH AND EAST.  LOCATED 968 FEET S OF THE
 OK0607'CENTERLINE OF THE
 OK0607'CROSS ROAD ON THE NORTH LINE OF SECTION 22, PIERSON TOWNSHIP,
 OK0607'MONTCALM
 OK0607'COUNTY AND ABOUT 63 FEET W OF THE CENTERLINE OF THE
 OK0607'CONCRETE ON U.S. HWY 131.
 OK0607'U.S. COAST AND GEODETIC SURVEY TRIANGULATION
 OK0607'STATION MARK STAMPED HOWARD BASE A 1931.
 OK0607
 OK0607                          STATION RECOVERY (1994)
 OK0607
 OK0607'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0607'MARK NOT FOUND.
 OK0607
 OK0607                          STATION RECOVERY (2001)
 OK0607
 OK0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0607'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0608 ***********************************************************************
 OK0608  DESIGNATION -  HOWARD NORTH BASE
 OK0608  PID         -  OK0608
 OK0608  STATE/COUNTY-  MI/MONTCALM
 OK0608  USGS QUAD   -  HOWARD CITY (1985)
 OK0608
 OK0608                         *CURRENT SURVEY CONTROL
 OK0608  ___________________________________________________________________
 OK0608* NAD 83(1994)-  43 24 40.45628(N)    085 27 59.16722(W)     ADJUSTED  
 OK0608* NAVD 88     -       273.     (meters)     896.     (feet)  SCALED    
 OK0608  ___________________________________________________________________
 OK0608  LAPLACE CORR-           4.28  (seconds)                    DEFLEC99
 OK0608  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 OK0608
 OK0608  HORZ ORDER  -  FIRST
 OK0608
 OK0608.The horizontal coordinates were established by classical geodetic methods
 OK0608.and adjusted by the National Geodetic Survey in February 1997..
 OK0608
 OK0608.The orthometric height was scaled from a topographic map.
 OK0608
 OK0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0608
 OK0608.The geoid height was determined by GEOID03.
 OK0608
 OK0608;                    North         East     Units Scale Factor Converg.
 OK0608;SPC MI S     -   212,882.040 3,910,931.245   MT  0.99994902   -0 44 54.3
 OK0608;SPC MI S     -   698,431.89 12,831,139.26   iFT  0.99994902   -0 44 54.3
 OK0608;UTM  16      - 4,807,625.784   624,162.325   MT  0.99978963   +1 03 14.6
 OK0608
 OK0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0608!SPC MI S     -   0.99996237  x   0.99994902  =   0.99991139
 OK0608!UTM  16      -   0.99996237  x   0.99978963  =   0.99975201
 OK0608
 OK0608:                Primary Azimuth Mark                     Grid Az
 OK0608:SPC MI S     -  LAKEVIEW                                 087 29 22.5
 OK0608:UTM  16      -  LAKEVIEW                                 085 41 13.6
 OK0608
 OK0608|---------------------------------------------------------------------|
 OK0608| PID    Reference Object                     Distance      Geod. Az  |
 OK0608|                                                           dddmmss.s |
 OK0608| OK0605 LAKEVIEW                            APPROX.10.5 KM 0864428.2 |
 OK0608| CH0301 HOWARD NORTH BASE RM 1                             10729     |
 OK0608| OK0609 HOWARD CITY WATER TANK              APPROX. 1.3 KM 1823443.3 |
 OK0608| CH0302 HOWARD NORTH BASE RM 2               34.020 METERS 24105     |
 OK0608|---------------------------------------------------------------------|
 OK0608
 OK0608                          SUPERSEDED SURVEY CONTROL
 OK0608
 OK0608  NAD 83(1986)-  43 24 40.45395(N)    085 27 59.17725(W) AD(       ) 1
 OK0608  NAD 27      -  43 24 40.35200(N)    085 27 59.03600(W) AD(       ) 1
 OK0608
 OK0608.Superseded values are not recommended for survey control.
 OK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0608.See file dsdata.txt to determine how the superseded data were derived.
 OK0608
 OK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2416207626(NAD 83)
 OK0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0608
 OK0608  HISTORY     - Date     Condition        Report By
 OK0608  HISTORY     - 1931     MONUMENTED       CGS
 OK0608  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0608  HISTORY     - 1956     SEE DESCRIPTION  USGS
 OK0608  HISTORY     - 1980     GOOD             MIDH
 OK0608  HISTORY     - 19940622 GOOD             USPSQD
 OK0608  HISTORY     - 19970315 GOOD             USPSQD
 OK0608  HISTORY     - 20011205 GOOD             NGS
 OK0608
 OK0608                          STATION DESCRIPTION
 OK0608
 OK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0608'ABOUT 1
 OK0608'MILE NORTH OF
 OK0608'HOWARD CITY, ON WEST SIDE OF PENNSYLVANIA RAILROAD AND U.S.
 OK0608'ROUTE 131, ON RIGHT-OF-WAY OF
 OK0608'PENNSYLVANIA RAILROAD, 5.6 METERS (18 FEET) EAST OF
 OK0608'RIGHT-OF-WAY FENCE, 8.72 METERS (28.6 FEET) WEST
 OK0608'OF GAGE LINE OF WEST RAIL OF PENNSYLVANIA
 OK0608'RAILROAD, 39.6 METERS (130 FEET) WEST OF CENTER LINE OF U.S. ROUTE
 OK0608'131, AND APPROXIMATELY
 OK0608'80 METERS (262 FEET) NORTH OF RAILROAD CROSSING.  TO REACH FROM
 OK0608'HOWARD CITY BY U.S. ROUTE 131,
 OK0608'GO NORTH 0.9 MILE TO GRAVEL ROAD LEADING WEST
 OK0608'OVER TRACK.  TURN NORTH ON WEST SIDE OF TRACK AND
 OK0608'FOLLOW ABOUT 130 YARDS TO STATION.
 OK0608'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 OK0608'CONCRETE, NOTES 1A AND
 OK0608'7A.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OK0608'NOTE 11A.  NO. 1 IS 9 METERS
 OK0608'(29 FEET) NORTHEAST OF INTERSECTION OF CROSSROADS, 0.3
 OK0608'METER (1 FOOT) NORTH OF TELEPHONE POLE, AND
 OK0608'APPROXIMATELY 1/4 MILE FROM STATION IN
 OK0608'AZIMUTH 287 DEG 29 MIN 04 SEC.  NO. 2 IS 7.5 METERS (24.6
 OK0608'FEET) EAST OF CENTER LINE OF GRAVEL ROAD,
 OK0608'0.3 METER (1 FOOT) NORTH OF TELEPHONE POLE, AND 34.02 METERS (111.6
 OK0608'FEET) FROM STATION IN
 OK0608'AZIMUTH 61 DEG 06 MIN.  AZIMUTH FROM STATION TO HOWARD CITY,
 OK0608'MUNICIPAL WATER TANK IS 2 DEG 34
 OK0608'MIN 54 SEC.
 OK0608
 OK0608                          STATION RECOVERY (1956)
 OK0608
 OK0608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 OK0608'DESCRIPTION
 OK0608'IN ERROR-
 OK0608'DISTANCE N OF RAILWAY CROSSING IS 378 FT. INSTEAD OF
 OK0608'262 FT.
 OK0608
 OK0608                          STATION RECOVERY (1980)
 OK0608
 OK0608'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0608'FOUND STATION AND RM 2 IN GOOD CONDITION AS DESCRIBED.  RM 1 WAS USED
 OK0608'FOR THE AZIMUTH AND WAS ALSO IN GOOD CONDITION.
 OK0608'
 OK0608'A METAL POST AND SIGN WAS PLACED BY THE STATION.
 OK0608
 OK0608                          STATION RECOVERY (1994)
 OK0608
 OK0608'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0608'RECOVERED IN GOOD CONDITION.
 OK0608
 OK0608                          STATION RECOVERY (1997)
 OK0608
 OK0608'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0608'RECOVERED IN GOOD CONDITION.
 OK0608
 OK0608                          STATION RECOVERY (2001)
 OK0608
 OK0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0608'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0611 ***********************************************************************
 OK0611  DESIGNATION -  HOWARD SOUTH BASE
 OK0611  PID         -  OK0611
 OK0611  STATE/COUNTY-  MI/MONTCALM
 OK0611  USGS QUAD   -  SAND LAKE (1985)
 OK0611
 OK0611                         *CURRENT SURVEY CONTROL
 OK0611  ___________________________________________________________________
 OK0611* NAD 83(1994)-  43 18 26.45108(N)    085 30 19.20412(W)     ADJUSTED  
 OK0611* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 OK0611  ___________________________________________________________________
 OK0611  LAPLACE CORR-           4.11  (seconds)                    DEFLEC99
 OK0611  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 OK0611
 OK0611  HORZ ORDER  -  FIRST
 OK0611
 OK0611.The horizontal coordinates were established by classical geodetic methods
 OK0611.and adjusted by the National Geodetic Survey in February 1997..
 OK0611
 OK0611.The orthometric height was scaled from a topographic map.
 OK0611
 OK0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0611
 OK0611.The geoid height was determined by GEOID03.
 OK0611
 OK0611;                    North         East     Units Scale Factor Converg.
 OK0611;SPC MI S     -   201,383.464 3,907,624.957   MT  0.99993401   -0 46 29.6
 OK0611;SPC MI S     -   660,706.90 12,820,291.85   iFT  0.99993401   -0 46 29.6
 OK0611;UTM  16      - 4,796,030.770   621,219.579   MT  0.99978076   +1 01 31.2
 OK0611
 OK0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0611!SPC MI S     -   0.99996083  x   0.99993401  =   0.99989484
 OK0611!UTM  16      -   0.99996083  x   0.99978076  =   0.99974160
 OK0611
 OK0611:                Primary Azimuth Mark                     Grid Az
 OK0611:SPC MI S     -  HOWARD CITY WATER TANK                   017 34 44.8
 OK0611:UTM  16      -  HOWARD CITY WATER TANK                   015 46 44.0
 OK0611
 OK0611|---------------------------------------------------------------------|
 OK0611| PID    Reference Object                     Distance      Geod. Az  |
 OK0611|                                                           dddmmss.s |
 OK0611| OK0609 HOWARD CITY WATER TANK              APPROX.10.7 KM 0164815.2 |
 OK0611| CH0303 HOWARD SOUTH BASE RM 1               26.420 METERS 14152     |
 OK0611| OK0604 GRANNIS                             APPROX. 8.7 KM 1564255.8 |
 OK0611| CH0304 HOWARD SOUTH BASE RM 2                             20304     |
 OK0611|---------------------------------------------------------------------|
 OK0611
 OK0611                          SUPERSEDED SURVEY CONTROL
 OK0611
 OK0611  NAD 83(1986)-  43 18 26.44914(N)    085 30 19.21479(W) AD(       ) 1
 OK0611  NAD 27      -  43 18 26.34800(N)    085 30 19.08500(W) AD(       ) 1
 OK0611
 OK0611.Superseded values are not recommended for survey control.
 OK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0611.See file dsdata.txt to determine how the superseded data were derived.
 OK0611
 OK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2122096031(NAD 83)
 OK0611
 OK0611  HISTORY     - Date     Condition        Report By
 OK0611  HISTORY     - 1931     MONUMENTED       CGS
 OK0611  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0611  HISTORY     - 1980     GOOD             MIDH
 OK0611  HISTORY     - 19940622 MARK NOT FOUND   USPSQD
 OK0611  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 OK0611  HISTORY     - 20011205 GOOD             NGS
 OK0611
 OK0611                          STATION DESCRIPTION
 OK0611
 OK0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0611'ABOUT 6
 OK0611'MILES SOUTH OF
 OK0611'HOWARD CITY AND 1 MILE NORTH OF SAND LAKE, ON WEST SIE OF
 OK0611'PENNSYLVANIA RAILROAD AND U.S.
 OK0611'ROUTE 131, 10 METERS (33 FEET) WEST OF WEST RAIL, 3.9
 OK0611'METERS (13 FEET) EAST OF
 OK0611'NORTH-AND-SOUTH FENCE, AND 38 METERS (125 FEET) WEST OF
 OK0611'CENTER LINE OF U.S. ROUTE 131.  REACHED
 OK0611'FROM HOWARD CITY BY U.S. ROUTE 131
 OK0611'SOUTH 6.3 MILES TO STATION OR FROM SAND LAKE BY U.S. ROUTE
 OK0611'131 NORTH 1.2 MILES TO
 OK0611'STATION.  STATION IS ON RAILROAD RIGHT-OF-WAY.  SURFACE AND
 OK0611'UNDERGROUND MARKS ARE STANDARD
 OK0611'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  REFERENCE MARKS ARE
 OK0611'STANDARD REFERENCE DISKS IN
 OK0611'CONCRETE, NOTE 11A.  NO. 1 IS 14.36 METERS (47.1 FEET)
 OK0611'NORTHWEST OF CENTER LINE OF ROUTE 131, 7.24
 OK0611'METERS (23.8 FEET) WEST OF SOUTH END OF
 OK0611'CULVERT, 12.02 METERS (39.4 FEET) EAST OF EAST RAIL OF
 OK0611'RAILROAD, 0.5 METER (2 FEET)
 OK0611'NORTH OF TELEPHONE POLE, AND 26.42 METERS (86.7 FEET) FROM STATION IN
 OK0611'AZIMUTH 321 DEG 52 MIN.
 OK0611'NO. 2 IS 12 METERS (39 FEET) WEST OF CENTER LINE OF HIGHWAY,
 OK0611'APPROXIMATELY 10 METERS (33 FEET) EAST
 OK0611'OF EAST RAIL OF RAILROAD, 41 METERS (135 FEET) SOUTH OF
 OK0611'CULVERT ON WEST SIDE OF HIGHWAY, 0.9 METER
 OK0611'(3 FEET) NORTH OF TELEPHONE POLE, AND
 OK0611'APPROXIMATELY 1/2 MILE FROM STATION IN AZIMUTH 23 DEG 03 MIN
 OK0611'58 SEC.
 OK0611
 OK0611                          STATION RECOVERY (1980)
 OK0611
 OK0611'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0611'FOUND STATION AND RM 1 IN GOOD CONDITION AS DESCRIBED
 OK0611'
 OK0611'RM 2 WHICH WAS USED AS AZIMUTH WAS GONE DUE TO DITCH BACK SLOPE
 OK0611'EXTENSION.
 OK0611
 OK0611                          STATION RECOVERY (1994)
 OK0611
 OK0611'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0611'MARK NOT FOUND.
 OK0611
 OK0611                          STATION RECOVERY (1997)
 OK0611
 OK0611'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0611'MARK NOT FOUND.
 OK0611
 OK0611                          STATION RECOVERY (2001)
 OK0611
 OK0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0611'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0497 ***********************************************************************
 RK0497  DESIGNATION -  HOWE
 RK0497  PID         -  RK0497
 RK0497  STATE/COUNTY-  MI/ALGER
 RK0497  USGS QUAD   -  SAND RIVER (1985)
 RK0497
 RK0497                         *CURRENT SURVEY CONTROL
 RK0497  ___________________________________________________________________
 RK0497* NAD 83(1994)-  46 24 24.47509(N)    087 04 46.13973(W)     ADJUSTED  
 RK0497* NAVD 88     -       332.     (meters)    1089.     (feet)  SCALED    
 RK0497  ___________________________________________________________________
 RK0497  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 RK0497  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 RK0497
 RK0497  HORZ ORDER  -  FIRST
 RK0497
 RK0497.The horizontal coordinates were established by classical geodetic methods
 RK0497.and adjusted by the National Geodetic Survey in February 1997..
 RK0497
 RK0497.The orthometric height was scaled from a topographic map.
 RK0497
 RK0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0497
 RK0497.The geoid height was determined by GEOID03.
 RK0497
 RK0497;                    North         East     Units Scale Factor Converg.
 RK0497;SPC MI N     -   180,441.932 7,993,888.823   MT  0.99990508   -0 03 26.8
 RK0497;SPC MI N     -   592,001.09 26,226,669.37   iFT  0.99990508   -0 03 26.8
 RK0497;UTM  16      - 5,139,250.295   493,890.687   MT  0.99960046   -0 03 27.2
 RK0497
 RK0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0497!SPC MI N     -   0.99995342  x   0.99990508  =   0.99985851
 RK0497!UTM  16      -   0.99995342  x   0.99960046  =   0.99955390
 RK0497
 RK0497:                Primary Azimuth Mark                     Grid Az
 RK0497:SPC MI N     -  SHELTER                                  045 11 33.6
 RK0497:UTM  16      -  SHELTER                                  045 11 34.0
 RK0497
 RK0497|---------------------------------------------------------------------|
 RK0497| PID    Reference Object                     Distance      Geod. Az  |
 RK0497|                                                           dddmmss.s |
 RK0497| RK0671 SHELTER                             APPROX.10.1 KM 0450806.8 |
 RK0497| CJ3092 HOWE RM 1                            29.782 METERS 07201     |
 RK0497| RK0673 JOHNSON LOOKOUT TOWER               APPROX. 9.1 KM 0754751.8 |
 RK0497| CJ3093 HOWE RM 2                            23.933 METERS 15225     |
 RK0497| RK0502 DUKES LOOKOUT TOWER                 APPROX. 7.6 KM 2101050.9 |
 RK0497| CJ3091 HOWE AZ MK                                         2903318.2 |
 RK0497| RK0490 MARQUETTE MUNICIPAL STANDPIPE       APPROX.27.3 KM 2954722.2 |
 RK0497| RK0483 MARQUETTE BREAKWATER OUTER LT       APPROX.26.7 KM 3015752.3 |
 RK0497| RK0485 MARQUETTE LIGHT                     APPROX.27.6 KM 3042319.2 |
 RK0497| RK0484 PRESQUE ISLE HBR BREAKWATER LT      APPROX.29.3 KM 3092927.4 |
 RK0497| RK0493 GRANITE ISLAND LIGHTHOUSE           APPROX.43.2 KM 3235751.9 |
 RK0497|---------------------------------------------------------------------|
 RK0497
 RK0497                          SUPERSEDED SURVEY CONTROL
 RK0497
 RK0497  NAD 83(1986)-  46 24 24.46977(N)    087 04 46.13801(W) AD(       ) 1
 RK0497  NAD 27      -  46 24 24.68500(N)    087 04 45.60900(W) AD(       ) 1
 RK0497
 RK0497.Superseded values are not recommended for survey control.
 RK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0497.See file dsdata.txt to determine how the superseded data were derived.
 RK0497
 RK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS9389139250(NAD 83)
 RK0497_MARKER: DS = TRIANGULATION STATION DISK
 RK0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0497
 RK0497  HISTORY     - Date     Condition        Report By
 RK0497  HISTORY     - 1955     MONUMENTED       CGS
 RK0497
 RK0497                          STATION DESCRIPTION
 RK0497
 RK0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0497'THE STATION IS LOCATED IN SECTION 8, T.46N., R.22W., ABOUT 8 MILES
 RK0497'NORTHEAST OF SKANDIA AND 5.5 MILES NORTHWEST OF EBEN ON A LOW WOODED
 RK0497'RIDGE.
 RK0497'
 RK0497'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RK0497'HIGHWAY 94 WHICH IS ABOUT 17 MILES SOUTHEAST OF MARQUETTE, GO EAST
 RK0497'ON STATE HIGHWAY 94 FOR 6.2 MILES TO THE SETTLEMENT OF SUNDELL.
 RK0497'TURN LEFT, GO NORTH ON A GRAVEL ROAD 2.0 MILES TO WHERE GRAVEL ROAD
 RK0497'TURNS RIGHT AND A NARROW GRAVEL AND DIRT ROAD CONTINUES STRAIGHT
 RK0497'AHEAD.  CONTINUE NORTH 2.2 MILES TO A FORK AND STATION.
 RK0497'
 RK0497'THE STATION MARK, A STANDARD DISK STAMPED HOWE 1955 IS SET IN A
 RK0497'CONCRETE MONUMENT THAT PROJECTS 6 INCHES, IS 54 FEET NORTH OF THE
 RK0497'JUNCTION OF A GRAVEL AND A DIRT ROAD, 15 FEET SOUTHWEST OF AN 18
 RK0497'INCH MAPLE TREE THAT HAS A TRIANGLE BLAZE ON THE SOUTH SIDE AND 8
 RK0497'FEET SOUTHEAST OF A WHITE WITNESS POST.
 RK0497'
 RK0497'REFERENCE MARK 1, A STANDARD DISK STAMPED HOWE NO 1 1955 IS SET IN
 RK0497'A CONCRETE MONUMENT THAT PROJECTS 8 INCHES, IS 18 FEET NORTH OF
 RK0497'THE CENTER LINE OF A GRAVEL ROAD AND ABOUT 2 FEET HIGHER THAN THE
 RK0497'STATION MARK.
 RK0497'
 RK0497'REFERENCE MARK 2, A STANDARD DISK STAMPED HOWE NO 2 1955 IS SET IN A
 RK0497'CONCRETE MONUMENT THAT PROJECTS 6 INCHES, IS 35 FEET EAST OF THE
 RK0497'JUNCTION OF A GRAVEL AND A DIRT ROAD AND ABOUT 1 FOOT LOWER THAN
 RK0497'THE STATION MARK.
 RK0497'
 RK0497'THE AZIMUTH MARK, A STANDARD DISK STAMPED HOWE 1955 IS SET IN A
 RK0497'CONCRETE MONUMENT THAT PROJECTS 6 INCHES, IS 0.1 MILE WEST OF THE
 RK0497'STATION, 13 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD AND 2 FEET
 RK0497'NORTHEAST OF A WHITE WITNESS POST.
 RK0497'
 RK0497'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1573 ***********************************************************************
 NE1573  PACS        -  This is a Primary Airport Control Station.
 NE1573  DESIGNATION -  HOWEPORT
 NE1573  PID         -  NE1573
 NE1573  STATE/COUNTY-  MI/LIVINGSTON
 NE1573  USGS QUAD   -  OAK GROVE (1975)
 NE1573
 NE1573                         *CURRENT SURVEY CONTROL
 NE1573  ___________________________________________________________________
 NE1573* NAD 83(1994)-  42 37 44.29380(N)    083 59 03.95861(W)     ADJUSTED  
 NE1573* NAVD 88     -       284.22   (meters)     932.5    (feet)  GPS OBS   
 NE1573  ___________________________________________________________________
 NE1573  X           -     492,569.493 (meters)                     COMP
 NE1573  Y           -  -4,674,268.781 (meters)                     COMP
 NE1573  Z           -   4,297,436.495 (meters)                     COMP
 NE1573  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 NE1573  ELLIP HEIGHT-         251.01  (meters)          (07/29/02) GPS OBS
 NE1573  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE1573
 NE1573  HORZ ORDER  -  B
 NE1573  ELLP ORDER  -  THIRD     CLASS I
 NE1573
 NE1573.This mark is at Livingston County Airport (OZW)
 NE1573
 NE1573.The horizontal coordinates were established by GPS observations
 NE1573.and adjusted by the National Geodetic Survey in May 2000..
 NE1573
 NE1573.The orthometric height was determined by GPS observations and a
 NE1573.high-resolution geoid model.
 NE1573
 NE1573.GPS derived orthometric heights for airport stations designated as
 NE1573.PACS or SACS are published to 2 decimal places.  This maintains
 NE1573.centimeter relative accuracy between the PACS and SACS.  It does
 NE1573.not indicate centimeter accuracy relative to other marks which are
 NE1573.part of the NAVD 88 network.
 NE1573
 NE1573.Photographs are available for this station.
 NE1573
 NE1573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1573
 NE1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1573
 NE1573.The ellipsoidal height was determined by GPS observations
 NE1573.and is referenced to NAD 83.
 NE1573
 NE1573.The geoid height was determined by GEOID03.
 NE1573
 NE1573;                    North         East     Units Scale Factor Converg.
 NE1573;SPC MI S     -   125,474.120 4,031,351.868   MT  0.99991681   +0 15 36.4
 NE1573;SPC MI S     -   411,660.50 13,226,220.04   iFT  0.99991681   +0 15 36.4
 NE1573;UTM  17      - 4,723,932.507   255,275.937   MT  1.00033690   -2 01 19.9
 NE1573;UTM  16      - 4,724,023.129   747,277.262   MT  1.00035235   +2 02 35.9
 NE1573
 NE1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1573!SPC MI S     -   0.99996064  x   0.99991681  =   0.99987745
 NE1573!UTM  17      -   0.99996064  x   1.00033690  =   1.00029752
 NE1573!UTM  16      -   0.99996064  x   1.00035235  =   1.00031297
 NE1573
 NE1573                          SUPERSEDED SURVEY CONTROL
 NE1573
 NE1573  NAD 83(1994)-  42 37 44.29224(N)    083 59 03.95672(W) AD(       ) 1
 NE1573  ELLIP H (02/03/97)  251.11   (m)                       GP(       ) 4 1
 NE1573  NAD 83(1986)-  42 37 44.29395(N)    083 59 03.98100(W) AD(       ) 1
 NE1573  NAD 83(1986)-  42 37 44.29080(N)    083 59 03.96228(W) AD(       ) 3
 NE1573  NGVD 29 (03/27/91)  284.5    (m)          933.     (f) GPS OBS        
 NE1573
 NE1573.Superseded values are not recommended for survey control.
 NE1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1573.See file dsdata.txt to determine how the superseded data were derived.
 NE1573
 NE1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH5527623933(NAD 83)
 NE1573_MARKER: F = FLANGE-ENCASED ROD
 NE1573_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1573_SP_SET: FLANGE ENCASES ROD
 NE1573_STAMPING: HOWEPORT 1989
 NE1573_MARK LOGO: NGS   
 NE1573_PROJECTION: FLUSH
 NE1573_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1573+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2001
 NE1573_ROD/PIPE-DEPTH: 12.2 meters
 NE1573_SLEEVE-DEPTH  : 1.00 meters
 NE1573
 NE1573  HISTORY     - Date     Condition        Report By
 NE1573  HISTORY     - 1989     MONUMENTED       NGS
 NE1573  HISTORY     - 19900124 GOOD
 NE1573  HISTORY     - 19941219 GOOD             LOCENG
 NE1573  HISTORY     - 19980729 GOOD             OHM
 NE1573  HISTORY     - 19990913 GOOD             NGS
 NE1573  HISTORY     - 20010726 GOOD             NGS
 NE1573
 NE1573                          STATION DESCRIPTION
 NE1573
 NE1573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1573'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF HOWELL, AT
 NE1573'THE LIVINGSTON COUNTY AIRPORT, IN THE NORTHWEST END OF THE 2ND GRASS
 NE1573'STRIP, BETWEEN THE RUNWAY AND THE PARALLEL TAXIWAY, NORTHWEST FROM THE
 NE1573'SOUTHEAST END OF THE RUNWAY.  OWNERSHIP---LIVINGSTON COUNTY, C/O
 NE1573'AIRPORT MANAGER GLEN MILLER, 3480 WEST GRAND RIVER AVENUE, HOWELL MI
 NE1573'48843.  PHONE IS (517) 546-6675.
 NE1573'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND 96
 NE1573'BUSINESS AND STATE HIGHWAY 59 (EXIT 133), ABOUT 4.0 KM (2.50 MI) WEST
 NE1573'OF HOWELL, GO NORTHEASTERLY FOR 1.5 KM (0.95 MI) ON HIGHWAYS 96
 NE1573'BUSINESS AND 59 TO A CROSSROAD.  TURN LEFT AND GO NORTHWEST FOR 0.4 KM
 NE1573'(0.25 MI) ON GRAND RIVER AVENUE TO A PAVED DRIVE RIGHT.  TURN RIGHT
 NE1573'AND GO NORTHEAST FOR 60 METERS ON THE PAVED DRIVE, PASSING TO
 NE1573'SOUTHEAST OF THE AIRPORT OFFICE, TO A GATE AND THE APRON.  CONTINUE
 NE1573'NORTHEAST FOR 0.1 KM (0.05 MI) ACROSS THE APRON AND ON A TAXIWAY,
 NE1573'PASSING THROUGH THE GATE, TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO
 NE1573'NORTHWEST FOR 0.5 KM (0.30 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 NE1573'RIGHT JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 NE1573'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1573'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 NE1573'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1573'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1573'LOCATED 60.6 M (198.8 FT) SOUTHEAST FROM THE CENTER OF A CONNECTING
 NE1573'TAXIWAY, 49.1 M (161.1 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 NE1573'RUNWAY AND 10.2 M (33.5 FT) NORTHEAST FROM THE NORTHEAST EDGE OF THE
 NE1573'PARALLEL TAXIWAY.
 NE1573'DESCRIBED BY K.L. FANCHER.
 NE1573'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NE1573'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1573
 NE1573                          STATION RECOVERY (1990)
 NE1573
 NE1573'RECOVERED 1990
 NE1573'RECOVERED IN GOOD CONDITION.
 NE1573
 NE1573                          STATION RECOVERY (1994)
 NE1573
 NE1573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (DG)
 NE1573'RECOVERED AS DESCRIBED.
 NE1573
 NE1573                          STATION RECOVERY (1998)
 NE1573
 NE1573'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 NE1573'RECOVERED AS DESCRIBED.
 NE1573
 NE1573                          STATION RECOVERY (1999)
 NE1573
 NE1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 NE1573'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES--THE AIRPORT MANAGER
 NE1573'IS NOW MARK D.  JOHNSON, 3480 WEST GRAND RIVER, HOWELL, MI 48843.
 NE1573'PHONE 517-546-6675, FAX 517-546-6656.  NOTE--THIS IS THE PRIMARY
 NE1573'AIRPORT CONTROL STATION (PACS) .
 NE1573
 NE1573                          STATION RECOVERY (2001)
 NE1573
 NE1573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 NE1573'RECOVERED AS DESCRIBED.
 NE1573'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0287 ***********************************************************************
 NE0287  DESIGNATION -  HUAN USLS
 NE0287  PID         -  NE0287
 NE0287  STATE/COUNTY-  MI/ST CLAIR
 NE0287  USGS QUAD   -  
 NE0287
 NE0287                         *CURRENT SURVEY CONTROL
 NE0287  ___________________________________________________________________
 NE0287* NAD 83(1986)-  42 44 09.     (N)    082 29 22.     (W)     SCALED    
 NE0287* NAVD 88     -       177.915  (meters)     583.71   (feet)  ADJUSTED  
 NE0287  ___________________________________________________________________
 NE0287  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0287  DYNAMIC HT  -         177.866 (meters)     583.55  (feet)  COMP
 NE0287  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NE0287
 NE0287  VERT ORDER  -  FIRST     CLASS 0
 NE0287
 NE0287.The horizontal coordinates were scaled from a topographic map and have
 NE0287.an estimated accuracy of +/- 6 seconds.
 NE0287
 NE0287.The orthometric height was determined by differential leveling
 NE0287.and adjusted by the National Geodetic Survey in June 1991..
 NE0287
 NE0287.The geoid height was determined by GEOID03.
 NE0287
 NE0287.The dynamic height is computed by dividing the NAVD 88
 NE0287.geopotential number by the normal gravity value computed on the
 NE0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0287.degrees latitude (g = 980.6199 gals.).
 NE0287
 NE0287.The modeled gravity was interpolated from observed gravity values.
 NE0287
 NE0287;                    North         East    Units  Estimated Accuracy
 NE0287;SPC MI S     -   138,990.    4,153,700.      MT  (+/- 180 meters Scaled)
 NE0287
 NE0287                          SUPERSEDED SURVEY CONTROL
 NE0287
 NE0287  NGVD 29 (??/??/92)  178.04   (m)          584.1    (f) COMPUTED    1 0
 NE0287
 NE0287.Superseded values are not recommended for survey control.
 NE0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0287.See file dsdata.txt to determine how the superseded data were derived.
 NE0287
 NE0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH780325(NAD 83)
 NE0287_MARKER: Z = SEE DESCRIPTION
 NE0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0287_SP_SET: IRON ROD
 NE0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0287
 NE0287  HISTORY     - Date     Condition        Report By
 NE0287  HISTORY     - 1946     MONUMENTED       USLS
 NE0287  HISTORY     - 1970     GOOD             USLS
 NE0287  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0287  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0287  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0287
 NE0287                          STATION DESCRIPTION
 NE0287
 NE0287'DESCRIBED BY US LAKE SURVEY 1970
 NE0287'1.2 MI N FROM MARINE CITY.
 NE0287'HUAN IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 1.2 MILES NORTH ALONG
 NE0287'HIGHWAY M-29 FROM INTERSECTION OF BROADWAY AND MAIN STREETS
 NE0287'IN MARINE CITY, ON PROPERTY LINE BETWEEN NO. 6036 AND 6026
 NE0287'RIVER RD. (M-29) 101.9 FEET NORTH OF UTILITY POLE NO. 1011,
 NE0287'85.1 FEET SOUTHEASTERLY OF SOUTHEAST CORNER OF DWELLING AT NO.
 NE0287'6026 RIVER RD.  (M-29), 77.2 FEET NORTHEAST OF A 18-INCH DIAMETER
 NE0287'BIRCH, ABOUT 30 FEET NORTH OF CENTERLINE OF GRAVEL DRIVEWAY,
 NE0287'29 FEET WEST OF CENTERLINE OF RIVER RD. (M-29), 1/4-FOOT BELOW
 NE0287'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0287'HEXAGONAL IRON ROD, 15 FEET LONG.  NOTE-- BM 1946
 NE0287
 NE0287                          STATION RECOVERY (1980)
 NE0287
 NE0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0287'INACCESSIBLE AT THIS TIME, THE MARK IS IN THE FRONT LAWN OF HOUSE
 NE0287'NUMBER 6062 HIGHWAY 29, AND THE PROPERTY OWNER DOES NOT WANT ANY
 NE0287'DIGGING DONE TO RECOVER THE MARK.
 NE0287
 NE0287                          STATION RECOVERY (1999)
 NE0287
 NE0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0287'MARK NOT FOUND.
 NE0287
 NE0287                          STATION RECOVERY (2005)
 NE0287
 NE0287'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0287'RECENT ROAD CONSTRUCTION MAY HAVE DISTURBED OR DESTROYED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0679 ***********************************************************************
 QK0679  DESIGNATION -  HUDSON
 QK0679  PID         -  QK0679
 QK0679  STATE/COUNTY-  MI/CHARLEVOIX
 QK0679  USGS QUAD   -  THUMB LAKE (1986)
 QK0679
 QK0679                         *CURRENT SURVEY CONTROL
 QK0679  ___________________________________________________________________
 QK0679* NAD 83(1994)-  45 10 16.25171(N)    084 45 06.79113(W)     ADJUSTED  
 QK0679* NAVD 88     -       474.     (meters)    1555.     (feet)  VERTCON   
 QK0679  ___________________________________________________________________
 QK0679  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 QK0679  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 QK0679
 QK0679  HORZ ORDER  -  FIRST
 QK0679
 QK0679.The horizontal coordinates were established by classical geodetic methods
 QK0679.and adjusted by the National Geodetic Survey in February 1997..
 QK0679
 QK0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0679
 QK0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0679
 QK0679.The geoid height was determined by GEOID03.
 QK0679
 QK0679;                    North         East     Units Scale Factor Converg.
 QK0679;SPC MI C     -   206,146.105 5,969,719.737   MT  0.99992059   -0 16 19.6
 QK0679;SPC MI C     -   676,332.37 19,585,694.68   iFT  0.99992059   -0 16 19.6
 QK0679;UTM  16      - 5,004,425.325   676,657.141   MT  0.99998374   +1 35 41.3
 QK0679
 QK0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0679!SPC MI C     -   0.99993119  x   0.99992059  =   0.99985178
 QK0679!UTM  16      -   0.99993119  x   0.99998374  =   0.99991493
 QK0679
 QK0679|---------------------------------------------------------------------|
 QK0679| PID    Reference Object                     Distance      Geod. Az  |
 QK0679|                                                           dddmmss.s |
 QK0679| QK0678 HUDSON FIRE LOOKOUT TOWER             6.571 METERS 00447     |
 QK0679| CH1268 HUDSON RM 1                          20.235 METERS 04952     |
 QK0679| QK0674 VANDERBILT HIGGINS IND TANK         APPROX. 7.7 KM 1110958.9 |
 QK0679| QK0661 GAYLORD RADIO WATC MAST             APPROX.17.7 KM 1560639.9 |
 QK0679| QK0659 GAYLORD ST MARYS CHURCH SPIRE       APPROX.16.8 KM 1593603.6 |
 QK0679| QK0660 GAYLORD CO COURTHOUSE CUPOLA        APPROX.17.1 KM 1593951.0 |
 QK0679| QK0656 GAYLORD MUNICIPAL TANK              APPROX.17.8 KM 1594028.0 |
 QK0679| QK0657 GAYLORD RADIO KQA 292 MAST          APPROX.17.8 KM 1612021.2 |
 QK0679| PL0479 OAK GROVE STANDARD PROD TANK        APPROX.22.8 KM 1650022.1 |
 QK0679| CH1267 HUDSON AZ MK                                       2052313.9 |
 QK0679| QK0683 JORDAN                              APPROX.20.0 KM 2470739.1 |
 QK0679| QK0680 HUDSON 1932 RM 2 1975                14.750 METERS 31924     |
 QK0679|---------------------------------------------------------------------|
 QK0679
 QK0679                          SUPERSEDED SURVEY CONTROL
 QK0679
 QK0679  NAD 83(1986)-  45 10 16.24543(N)    084 45 06.79469(W) AD(       ) 1
 QK0679  NAD 27      -  45 10 16.19500(N)    084 45 06.66800(W) AD(       ) 1
 QK0679  NGVD 29 (07/19/86)  474.     (m)         1555.     (f) VERT ANG       
 QK0679
 QK0679.Superseded values are not recommended for survey control.
 QK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0679.See file dsdata.txt to determine how the superseded data were derived.
 QK0679
 QK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7665704425(NAD 83)
 QK0679_MARKER: DS = TRIANGULATION STATION DISK
 QK0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0679_STAMPING: HUDSON 1932
 QK0679_MARK LOGO: CGS   
 QK0679_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0679+STABILITY: SURFACE MOTION
 QK0679
 QK0679  HISTORY     - Date     Condition        Report By
 QK0679  HISTORY     - 1932     MONUMENTED       CGS
 QK0679  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0679  HISTORY     - 1975     GOOD             NGS
 QK0679  HISTORY     - 19940521 GOOD             LOCENG
 QK0679
 QK0679                          STATION DESCRIPTION
 QK0679
 QK0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0679'ABOUT 4 MILES NORTHWEST
 QK0679'OF VANDERBILT, ON
 QK0679'PROMINENT RIDGE NEAR SITE OF HUDSON FIRE LOOKOUT TOWER, ON LAND
 QK0679'OWNED BY GIRLS CAMP WHICH IS LOCATED
 QK0679'ON NEARBY LAKE TO NORTH, 5.05 METERS (16.6
 QK0679'FEET) SOUTHWEST OF SOUTHEAST TOWER LEG, AND 4.42 METERS
 QK0679'(14.5 FEET) SOUTHEAST OF THE
 QK0679'SOUTHWEST TOWER LEG.  TO REACH FROM MAIN CROSSROADS IN VANDERBILT, GO
 QK0679'NORTH 1.1 MILES ON U.S.
 QK0679'ROUTE 27 TO FOUR-CORNER INTERSECTION, TURN LEFT ONTO DIRT ROAD,
 QK0679'CONTINUE 4.1 MILES TO STATE FIRE
 QK0679'TOWER SIGN, TURN RIGHT (NORTH), AND FOLLOW NARROW
 QK0679'TRAIL 1.0 MILE TO ITS END AT FIRE TOWER AND STATION
 QK0679'SITE.  SURFACE AND UNDERGROUND
 QK0679'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 QK0679'UPPER MARK PROJECTS 6
 QK0679'INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE,
 QK0679'NOTE 11A, PROJECTING 6 INCHES.
 QK0679'NO. 1 IS 15.27 METERS (50.1 FEET) NORTHEAST OF SOUTHEAST
 QK0679'TOWER LEG, 12.47 METERS (40.9 FEET) NORTHEAST OF
 QK0679'NORTHEAST TOWER LEG, AND 20.27
 QK0679'METERS (66.5 FEET) (SLOPE) FROM STATION IN AZIMUTH 229 DEG 52 MIN.
 QK0679'NO. 2 IS AT NORTHWEST CORNER OF
 QK0679'FLOWER GARDEN, 10.42 METERS (34.2 FEET) NORTHWEST OF SOUTHWEST TOWER
 QK0679'LEG, 7.24 METERS (23.8 FEET)
 QK0679'WEST OF NORTHWEST TOWER LEG, AND 14.77 METERS (48.5 FEET)
 QK0679'(SLOPE) FROM STATION IN AZIMUTH 139 DEG 24
 QK0679'MIN.  AZIMUTH FROM STATION TO TIP OF EAST
 QK0679'GABLE OF NORTHERN MOST OF TWO LARGE BUILDINGS ON NORTH SLOPE
 QK0679'OF FIRST RIDGE TO SOUTH OF
 QK0679'STATION, DISTANT APPROXIMATELY 5 MILES, 341 DEG 10 MIN 13 SEC.
 QK0679'CENTER OF HUDSON FIRE LOOKOUT TOWER
 QK0679'IS 6.65 METERS (21.8 FEET) FROM STATION IN AZIMUTH 184 DEG 17 MIN.
 QK0679
 QK0679                          STATION RECOVERY (1956)
 QK0679
 QK0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0679'THE STATION, NOTES 1A AND 7A AND REFERENCE MARKS NOS. 1 AND 2, NOTES
 QK0679'11A RECOVERED AND FOUND IN GOOD
 QK0679'CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 QK0679'
 QK0679'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QK0679'
 QK0679'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF GAYLORD, 8
 QK0679'MILES EAST OF BOYNE FALLS AND
 QK0679'5 MILES NORTHWEST OF VANDERBILT, ON THE HIGHEST POINT OF A HEAVILY
 QK0679'TIMBERED RIDGE OCCUPIED BY THE
 QK0679'HUDSON FIRE LOOKOUT TOWER AND ON STATE OWNED LAND.  IT IS
 QK0679'17 FEET SOUTHWEST OF THE SOUTHEAST LEG OF THE
 QK0679'LOOKOUT TOWER, 15 FEET SOUTHEAST OF THE
 QK0679'SOUTHWEST LEG OF THE LOOKOUT TOWER AND 21.82 FEET SOUTH OF THE
 QK0679'APPROXIMATE CENTER OF THE BASE OF
 QK0679'THE LOOKOUT TOWER.  THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS
 QK0679'STAMPED HUDSON 1932.
 QK0679'
 QK0679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND COUNTY
 QK0679'ROUTE 626, WHICH IS ABOUT 15
 QK0679'MILES SOUTH OF PETOSKEY AND 0.5 MILE NORTH OF THE SMALL VILLAGE OF
 QK0679'BOYNE FALLS, GO EAST ON COUNTY ROUTE
 QK0679'626 FOR 3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 QK0679'AND GO SOUTH ON GRAVELED ROAD FOR ABOUT 75 FEET TO A
 QK0679'ROAD FORK.  BEAR LEFT AND FOLLOW
 QK0679'GRAVELED ROAD EAST FOR 3.0 MILES TO A ROAD FORK.  BEAR LEFT AND
 QK0679'CONTINUE EAST ON GRADED DIRT ROAD
 QK0679'FOR 3.1 MILES TO A SIDE ROAD LEFT JUST EAST OF A SMALL GRAY PAINTED
 QK0679'HOUSE ON THE NORTH SIDE OF ROAD.
 QK0679'TURN LEFT AND FOLLOW WOODS ROAD NORTH UP HILL FOR 0.7 MILE TO
 QK0679'THE AZIMUTH MARK ON THE EAST SIDE.
 QK0679'CONTINUE NORTH ON WOODS ROAD FOR 0.65 MILE TO THE
 QK0679'LOOKOUT TOWER AND STATION AS DESCRIBED.
 QK0679'
 QK0679'REFERENCE MARK 1 IS 66.38 FEET (HORIZONTAL MEASUREMENT) NORTHEAST OF
 QK0679'THE STATION, 50 FEET NORTHEAST
 QK0679'OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER AND 8 FEET NORTH OF
 QK0679'THE CENTER OF THE TRACK ROAD.  THE
 QK0679'MARK IS FLUSH AND THE DISK IS STAMPED HUDSON NO 1 1932.
 QK0679'
 QK0679'REFERENCE MARK 2 IS 34 FEET NORTHWEST OF THE SOUTHWEST LEG OF THE
 QK0679'LOOKOUT TOWER AND 12 FEET
 QK0679'WEST OF THE CENTER OF THE TRACK ROAD.  THE MARK PROJECTS ABOUT 3
 QK0679'INCHES AND THE DISK IS STAMPED
 QK0679'HUDSON NO 2 1932.
 QK0679'
 QK0679'THE 1956 DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS AND CENTER OF
 QK0679'THE LOOKOUT TOWER CHECKED WITH
 QK0679'THE 1932 DISTANCES AND DIRECTIONS.
 QK0679'
 QK0679'THE AZIMUTH MARK IS 15 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 QK0679'2.5 FEET SOUTHWEST OF A
 QK0679'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QK0679'STAMPED HUDSON 1956.
 QK0679'
 QK0679'A SMALL AMOUNT OF CLEARING IS REQUIRED TO MAKE THE AZIMUTH MARK
 QK0679'VISIBLE FROM THE GROUND.
 QK0679'
 QK0679'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0679
 QK0679                          STATION RECOVERY (1975)
 QK0679
 QK0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0679'THE SURFACE STATION MARK WAS FOUND DESTROYED, HOWEVER, THE
 QK0679'UNDERGROUND DISK WAS RECOVERED IN GOOD CONDITION.  A NEW SURFACE AND
 QK0679'SUB-SURFACE DISK WAS ESTABLISHED HOLDING THE UNDERGROUND POSITION.
 QK0679'REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE RECOVERED AND
 QK0679'FOUND IN GOOD CONDITION.  DUE TO VERY HEAVY TIMBER GROWTH, THE
 QK0679'AZIMUTH MARK IS NOT VISIBLE.  THE HORIZONTAL DIRECTIONS AND THE
 QK0679'DISTANCE TO THE REFERENCE MARKS CHECKED THE 1956 OBSERVATIONS
 QK0679'ADEQUATELY.
 QK0679'
 QK0679'DUE TO THE STATION MARK BEING POSITIONED IN THE MIDDLE OF THE
 QK0679'DRIVEWAY AND A POWER CABLE, A STEEL TOWER WAS BUILT OVER REFERENCE
 QK0679'MARK 2 AND ALL HORIZONTAL OBSERVATIONS OBSERVED.  A COMPLETE NEW
 QK0679'DESCRIPTION FOLLOWS.
 QK0679'
 QK0679'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF GAYLORD,
 QK0679'8 MILES EAST OF BOYNE FALLS, 5 MILES NORTHWEST OF VANDERBILT AND
 QK0679'ON STATE OWNED LAND, MR. BILLY ELLIS, AREA FORESTER, GAYLORD,
 QK0679'MICHIGAN, TELEPHONE 723-5803.
 QK0679'
 QK0679'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND
 QK0679'COUNTY ROAD 48 AT THE NORTH EDGE OF BOYNE FALLS, GO EAST ON COUNTY
 QK0679'ROAD 48 FOR 9 MILES TO MAGEE ROAD.  TURN RIGHT AND GO SOUTH ON
 QK0679'MAGEE ROAD FOR 2.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 QK0679'ON DIRT ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 QK0679'GO NORTHERLY ON A SAND ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE
 QK0679'RIGHT, CONTINUE NORTHERLY ON THE SAND ROAD FOR 0.25 MILE TO THE
 QK0679'STATION AND THE LOOKOUT TOWER.
 QK0679'
 QK0679'STATION MARKS ARE STANDARD DISKS STAMPED HUDSON 1932 1975.  THE
 QK0679'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0679'MONUMENT THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 17 FEET
 QK0679'WEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 15 FEET SOUTHEAST
 QK0679'OF THE SOUTHWEST LEG AND 14 FEET NORTH OF THE NORTHEAST CORNER
 QK0679'OF A CYCLONE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 QK0679'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 QK0679'SURFACE.
 QK0679'
 QK0679'REFERENCE MARK 1, A STANDARD DISK STAMPED HUDSON NO 1 1932, IS SET
 QK0679'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 QK0679'WITH THE GROUND SURFACE.  IT IS 7 FEET NORTH OF THE SAND ROAD.
 QK0679'
 QK0679'REFERENCE MARK 2, A STANDARD DISK STAMPED HUDSON NO 2 1932, IS SET
 QK0679'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 QK0679'INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET WEST OF THE
 QK0679'NORTHWEST LEG OF THE LOOKOUT TOWER.
 QK0679'
 QK0679'AZIMUTH MARK, A STANDARD DISK STAMPED HUDSON 1932, IS SET IN THE
 QK0679'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 QK0679'ABOVE THE GROUND SURFACE.  IT IS 15 FEET EAST OF THE SAND ROAD
 QK0679'AND 2.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.
 QK0679'
 QK0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 QK0679'NORTHWEST OF VANDERBILT.
 QK0679
 QK0679                          STATION RECOVERY (1994)
 QK0679
 QK0679'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0679'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0680 ***********************************************************************
 QK0680  DESIGNATION -  HUDSON 1932 RM 2 1975
 QK0680  PID         -  QK0680
 QK0680  STATE/COUNTY-  MI/CHARLEVOIX
 QK0680  USGS QUAD   -  THUMB LAKE (1986)
 QK0680
 QK0680                         *CURRENT SURVEY CONTROL
 QK0680  ___________________________________________________________________
 QK0680* NAD 83(1994)-  45 10 16.61452(N)    084 45 07.23068(W)     ADJUSTED  
 QK0680* NAVD 88     -       474.1    (meters)    1555.     (feet)  VERTCON   
 QK0680  ___________________________________________________________________
 QK0680  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QK0680  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 QK0680
 QK0680  HORZ ORDER  -  FIRST
 QK0680
 QK0680.The horizontal coordinates were established by classical geodetic methods
 QK0680.and adjusted by the National Geodetic Survey in February 1997..
 QK0680
 QK0680.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0680
 QK0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0680
 QK0680.The geoid height was determined by GEOID03.
 QK0680
 QK0680;                    North         East     Units Scale Factor Converg.
 QK0680;SPC MI C     -   206,157.350 5,969,710.193   MT  0.99992060   -0 16 20.0
 QK0680;SPC MI C     -   676,369.26 19,585,663.36   iFT  0.99992060   -0 16 20.0
 QK0680;UTM  16      - 5,004,436.254   676,647.235   MT  0.99998369   +1 35 41.0
 QK0680
 QK0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0680!SPC MI C     -   0.99993116  x   0.99992060  =   0.99985176
 QK0680!UTM  16      -   0.99993116  x   0.99998369  =   0.99991485
 QK0680
 QK0680:                Primary Azimuth Mark                     Grid Az
 QK0680:SPC MI C     -  GRIMM                                    030 27 07.0
 QK0680:UTM  16      -  GRIMM                                    028 35 06.0
 QK0680
 QK0680|---------------------------------------------------------------------|
 QK0680| PID    Reference Object                     Distance      Geod. Az  |
 QK0680|                                                           dddmmss.s |
 QK0680| QK0639 GRIMM                               APPROX.23.2 KM 0301047.0 |
 QK0680| CH1268 HUDSON RM 1                          25.144 METERS 08548     |
 QK0680| QK0678 HUDSON FIRE LOOKOUT TOWER            11.162 METERS 11438     |
 QK0680| QK0679 HUDSON                               14.750 METERS 13924     |
 QK0680| QK0661 GAYLORD RADIO WATC MAST             APPROX.17.7 KM 1560550.2 |
 QK0680| QK0663 GAYLORD MUNICIPAL TANK N            APPROX.17.5 KM 1613903.6 |
 QK0680|---------------------------------------------------------------------|
 QK0680
 QK0680                          SUPERSEDED SURVEY CONTROL
 QK0680
 QK0680  NAD 83(1986)-  45 10 16.60847(N)    084 45 07.23452(W) AD(       ) 1
 QK0680  NAD 27      -  45 10 16.55794(N)    084 45 07.10740(W) AD(       ) 1
 QK0680  NGVD 29 (07/19/86)  474.2    (m)         1556.     (f) VERT ANG       
 QK0680
 QK0680.Superseded values are not recommended for survey control.
 QK0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0680.See file dsdata.txt to determine how the superseded data were derived.
 QK0680
 QK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7664704436(NAD 83)
 QK0680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0680_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 QK0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0680+STABILITY: SURFACE MOTION
 QK0680
 QK0680  HISTORY     - Date     Condition        Report By
 QK0680  HISTORY     - 1975     MONUMENTED       NGS
 QK0680  HISTORY     - 1975     SEE DESCRIPTION  NGS
 QK0680
 QK0680                          STATION DESCRIPTION
 QK0680
 QK0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0680'THE STATION IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF GAYLORD, 8
 QK0680'MILES EAST OF BOYNE FALLS, 5 MILES NORTHWEST OF VANDERBILT AND ON
 QK0680'STATE OWNED LAND, MR. BILLY ELLIS, AREA FORESTER, GAYLORD,
 QK0680'MICHIGAN, TELEPHONE NUMBER 723-5803.
 QK0680'
 QK0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND
 QK0680'COUNTY ROAD 48 IN THE NORTH EDGE OF BOYNE FALLS, GO EAST ON COUNTY
 QK0680'ROAD 48 FOR 9.0 MILES TO MAGEE ROAD.  TURN RIGHT AND GO SOUTH ON
 QK0680'MAGEE ROAD FOR 2.3 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST
 QK0680'ON A DIRT ROAD FOR 1.05 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 QK0680'AND GO NORTHERLY ON A SAND ROAD FOR 0.7 MILE TO THE AZIMUTH MARK
 QK0680'ON THE RIGHT, CONTINUE NORTHERLY ON THE SAND ROAD FOR 0.25 MILE
 QK0680'TO THE STATION AND LOOKOUT TOWER.
 QK0680'
 QK0680'STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED HUDSON NO 2
 QK0680'1932, IS SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT
 QK0680'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET WEST OF
 QK0680'THE NORTHWEST LEG OF THE LOOKOUT TOWER.
 QK0680'
 QK0680'STATION HUDSON ARE STANDARD DISKS STAMPED HUDSON 1932 1975.  THE
 QK0680'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 QK0680'MONUMENT THAT IS 3 INCHES BELOW THE GROUND SURFACE.  IT IS 17 FEET
 QK0680'WEST OF THE SOUTHEAST LEG OF THE LOOKOUT TOWER, 15 FEET SOUTHEAST
 QK0680'OF THE SOUTHWEST LEG AND 14 FEET NORTH OF THE NORTHEAST CORNER OF
 QK0680'A HURRICANE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 QK0680'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 QK0680'
 QK0680'REFERENCE MARK 1, A STANDARD DISK STAMPED HUDSON NO 1 1932, IS SET
 QK0680'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 QK0680'WITH THE GROUND SURFACE.  IT IS 7 FEET NORTH OF THE SAND ROAD.
 QK0680'
 QK0680'HEIGHT OF LIGHT ABOVE STATION MARK 26.1 METERS.
 QK0680
 QK0680                          STATION RECOVERY (1975)
 QK0680
 QK0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 QK0680'REFERENCE MARK 2, THE STATION MARK, REFERENCE MARK 1 AND THE
 QK0680'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 QK0680'1975.  SINCE IT IS LESS THAN 1 YEAR SINCE OCCUPATION, THE
 QK0680'DISTANCE AND DIRECTION WAS NOT CHECKED TO THE MARKS.
 QK0680'
 QK0680'THE DESCRIPTION IS ADEQUATE FOR RECOVERY.  A WITNESS POST WAS
 QK0680'SET 13.O FEET NORTHWEST OF REFERENCE MARK 2.
 QK0680'
 QK0680'HEIGHT OF LIGHT ABOVE STATION MARK WAS 26.3 METERS.
 QK0680'DESCRIBED BY G. R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0678 ***********************************************************************
 QK0678  DESIGNATION -  HUDSON FIRE LOOKOUT TOWER
 QK0678  PID         -  QK0678
 QK0678  STATE/COUNTY-  MI/OTSEGO
 QK0678  USGS QUAD   -  THUMB LAKE (1986)
 QK0678
 QK0678                         *CURRENT SURVEY CONTROL
 QK0678  ___________________________________________________________________
 QK0678* NAD 83(1994)-  45 10 16.46382(N)    084 45 06.76605(W)     ADJUSTED  
 QK0678* NAVD 88     -                                                        
 QK0678  ___________________________________________________________________
 QK0678  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 QK0678  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 QK0678
 QK0678  HORZ ORDER  -  THIRD
 QK0678
 QK0678.The horizontal coordinates were established by classical geodetic methods
 QK0678.and adjusted by the National Geodetic Survey in February 1997..
 QK0678
 QK0678
 QK0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0678
 QK0678.The geoid height was determined by GEOID03.
 QK0678
 QK0678;                    North         East     Units Scale Factor Converg.
 QK0678;SPC MI C     -   206,152.650 5,969,720.316   MT  0.99992060   -0 16 19.6
 QK0678;SPC MI C     -   676,353.84 19,585,696.57   iFT  0.99992060   -0 16 19.6
 QK0678;UTM  16      - 5,004,431.886   676,657.506   MT  0.99998374   +1 35 41.3
 QK0678
 QK0678                          SUPERSEDED SURVEY CONTROL
 QK0678
 QK0678  NAD 83(1986)-  45 10 16.45756(N)    084 45 06.77002(W) AD(       ) 4
 QK0678  NAD 27      -  45 10 16.40826(N)    084 45 06.64239(W) AD(       ) 3
 QK0678
 QK0678.Superseded values are not recommended for survey control.
 QK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0678.See file dsdata.txt to determine how the superseded data were derived.
 QK0678
 QK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7665804432(NAD 83)
 QK0678_MARKER: 57 = LOOKOUT TOWER
 QK0678
 QK0678  HISTORY     - Date     Condition        Report By
 QK0678  HISTORY     - 1932     FIRST OBSERVED
 QK0678  HISTORY     - 1956     GOOD             CGS
 QK0678  HISTORY     - 1975     GOOD             NGS
 QK0678  HISTORY     - 19960812 MARK NOT FOUND   USPSQD
 QK0678
 QK0678                          STATION DESCRIPTION
 QK0678
 QK0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0678'THIS STATION WAS PREVIOUSLY NAMED HUDSON FIRE LOOKOUT TOWER IN 1932.
 QK0678'IT IS THE APPROXIMATE CENTER
 QK0678'OF THE BASE OF THE TOWER, LOCATED BY INTERSECTING THE FOUR LEGS OF
 QK0678'THE TOWER.
 QK0678'
 QK0678'THE LOOKOUT TOWER IS LOCATED ABOUT 9 MILES NORTH-NORTHWEST OF
 QK0678'GAYLORD, 8 MILES EAST OF BOYNE
 QK0678'FALLS AND 5 MILES NORTHWEST OF VANDERBILT, ON THE HIGHEST POINT OF A
 QK0678'HEAVILY TIMBERED RIDGE AND ON
 QK0678'STATE OWNED LAND.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 90 FEET
 QK0678'HIGH, PAINTED GRAY WITH A GLASS ENCLOSED
 QK0678'LOOKOUT CAB ON THE TOP.  POINT OBSERVED UPON AND
 QK0678'TRAVERSED TO WAS THE CENTER OF THE BASE OF THE LOOKOUT
 QK0678'TOWER, THE DISTANCE BEING 21.82
 QK0678'FEET (6.651 METERS) NORTH OF TRIANGULATION STATION HUDSON.
 QK0678'
 QK0678'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND COUNTY
 QK0678'ROUTE 626 WHICH IS ABOUT 15 MILES
 QK0678'SOUTH OF PETOSKEY AND 0.5 MILE NORTH OF THE SMALL VILLAGE OF BOYNE
 QK0678'FALLS, GO EAST ON COUNTY ROUTE 626 FOR
 QK0678'3.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 QK0678'GRAVELED ROAD FOR ABOUT 75 FEET TO A ROAD FORK.
 QK0678'BEAR LEFT AND GO EAST ON GRADED ROAD FOR
 QK0678'3.0 MILES TO A ROAD FORK.  BEAR LEFT AND CONTINUE EAST ON GRADED
 QK0678'ROAD FOR 3.1 MILES TO A SIDE ROAD
 QK0678'LEFT JUST EAST OF A SMALL GRAY PAINTED HOUSE ON THE NORTH SIDE OF
 QK0678'ROAD.  TURN LEFT AND GO NORTH ON WOODS
 QK0678'ROAD FOR 0.85 MILE TO THE LOOKOUT TOWER AS DESCRIBED.
 QK0678
 QK0678                          STATION RECOVERY (1975)
 QK0678
 QK0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0678'HUDSON LOOKOUT TOWER WAS RECOVERED AS DESCRIBED EXCEPT THAT IT IS
 QK0678'NOT IN USE BY THE STATE BUT IS BEING USED BY THE FETZER TELEVISION
 QK0678'INC., CADILLAC, MICHIGAN.
 QK0678'
 QK0678'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HUDSON RM
 QK0678'2, THE DISTANCE BEING 36.62 FEET OR 11.162 METERS EAST-SOUTHEAST
 QK0678'OF THE TRIANGULATION STATION.
 QK0678
 QK0678                          STATION RECOVERY (1996)
 QK0678
 QK0678'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0060 ***********************************************************************
 RJ0060  DESIGNATION -  HUDSON S CORNER
 RJ0060  PID         -  RJ0060
 RJ0060  STATE/COUNTY-  MI/CHIPPEWA
 RJ0060  USGS QUAD   -  STALWART (1964)
 RJ0060
 RJ0060                         *CURRENT SURVEY CONTROL
 RJ0060  ___________________________________________________________________
 RJ0060* NAD 83(1986)-  46 05 13.     (N)    084 09 18.     (W)     SCALED    
 RJ0060* NAVD 88     -       207.168  (meters)     679.68   (feet)  ADJUSTED  
 RJ0060  ___________________________________________________________________
 RJ0060  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ0060  DYNAMIC HT  -         207.174 (meters)     679.70  (feet)  COMP
 RJ0060  MODELED GRAV-     980,639.4   (mgal)                       NAVD 88
 RJ0060
 RJ0060  VERT ORDER  -  SECOND    CLASS 0
 RJ0060
 RJ0060.The horizontal coordinates were scaled from a topographic map and have
 RJ0060.an estimated accuracy of +/- 6 seconds.
 RJ0060
 RJ0060.The orthometric height was determined by differential leveling
 RJ0060.and adjusted by the National Geodetic Survey in June 1991..
 RJ0060
 RJ0060.The geoid height was determined by GEOID03.
 RJ0060
 RJ0060.The dynamic height is computed by dividing the NAVD 88
 RJ0060.geopotential number by the normal gravity value computed on the
 RJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0060.degrees latitude (g = 980.6199 gals.).
 RJ0060
 RJ0060.The modeled gravity was interpolated from observed gravity values.
 RJ0060
 RJ0060;                    North         East    Units  Estimated Accuracy
 RJ0060;SPC MI N     -   148,840.    8,219,970.      MT  (+/- 180 meters Scaled)
 RJ0060
 RJ0060                          SUPERSEDED SURVEY CONTROL
 RJ0060
 RJ0060  NGVD 29 (??/??/92)  207.131  (m)          679.56   (f) ADJ UNCH    2 0
 RJ0060
 RJ0060.Superseded values are not recommended for survey control.
 RJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0060.See file dsdata.txt to determine how the superseded data were derived.
 RJ0060
 RJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS199076(NAD 83)
 RJ0060_MARKER: B = BOLT
 RJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0060_SP_SET: STONE
 RJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0060+STABILITY: SURFACE MOTION
 RJ0060
 RJ0060  HISTORY     - Date     Condition        Report By
 RJ0060  HISTORY     - UNK      MONUMENTED       USLS
 RJ0060  HISTORY     - 1958     MARK NOT FOUND   NGS
 RJ0060
 RJ0060                          STATION DESCRIPTION
 RJ0060
 RJ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 RJ0060'4 MI NW FROM GOETZVILLE.
 RJ0060'3.0 MILES WEST ALONG STATE HIGHWAY 48 FROM THE JUNCTION OF THE
 RJ0060'COUNTY ROAD LEADING NORTHEAST TO RABER AT GOETZVILLE, CHIPPEWA
 RJ0060'COUNTY, THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, AT THE
 RJ0060'SOUTHEAST CORNER OF SECTION 27, T 43 N, R 2 E, 165 YARDS EAST
 RJ0060'OF A POINT IN THE ROAD OPPOSITE THE ED. DUMBACK HOUSE (IN 1934),
 RJ0060'135 YARDS NORTH OF A CREEK WHICH CROSSES THE ROAD IN THE BOTTOM
 RJ0060'OF A LARGE RAVINE, 36.5 FEET NORTHWEST OF A SECTION-CORNER
 RJ0060'STAKE, AT A RIGHT-ANGLE TURN IN THE ROAD, 24 FEET NORTH OF THE
 RJ0060'CENTERLINE OF THE EAST-AND-WEST ROAD, 8.4 FEET SOUTH OF AN
 RJ0060'EAST-AND-WEST FENCE, 8.3 FEET EAST OF THE WEST FENCE LINE OF THE
 RJ0060'NORTH-AND-SOUTH ROAD, AND IN THE TOP OF A 6-BY 6-BY 20-INCH
 RJ0060'CUT STONE BURIED VERTICALLY 2-1/2 FEET BELOW THE SURFACE OF THE
 RJ0060'GROUND, OVER WHICH IS SET A 4-BY 4-INCH CEDAR POST PROJECTING
 RJ0060'3 FEET ABOVE THE GROUND AND MARKED USBM.  THE TOP OF A 1/4
 RJ0060'INCH IRON BOLT, FLANKED BY THE LETTERS US AND LEADED IN THE TOP
 RJ0060'OF THE STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0206 ***********************************************************************
 DI0206  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0206  DESIGNATION -  HUDSONVILLE CORS ARP
 DI0206  CORS_ID     -  MIHV
 DI0206  PID         -  DI0206
 DI0206  STATE/COUNTY-  MI/OTTAWA
 DI0206  USGS QUAD   -  GRANDVILLE (1981)
 DI0206
 DI0206                         *CURRENT SURVEY CONTROL
 DI0206  ___________________________________________________________________
 DI0206* NAD 83(CORS)-  42 53 12.13579(N)    085 51 31.35849(W)     ADJUSTED  
 DI0206* NAVD 88     -                                                        
 DI0206  ___________________________________________________________________
 DI0206  EPOCH DATE  -        2002.00
 DI0206  X           -     338,018.673 (meters)                     COMP
 DI0206  Y           -  -4,668,426.646 (meters)                     COMP
 DI0206  Z           -   4,318,399.636 (meters)                     COMP
 DI0206  ELLIP HEIGHT-         163.57  (meters)          (06/??/06) GPS OBS
 DI0206  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DI0206
 DI0206  HORZ ORDER  -  SPECIAL (CORS)
 DI0206  ELLP ORDER  -  SPECIAL (CORS)
 DI0206
 DI0206.ITRF positions are available for this station.
 DI0206.The coordinates were established by GPS observations
 DI0206.and adjusted by the National Geodetic Survey in June 2006..
 DI0206.The coordinates are valid at the epoch date displayed above.
 DI0206.The epoch date for horizontal control is a decimal equivalence
 DI0206.of Year/Month/Day.
 DI0206
 DI0206
 DI0206.The PID for the CORS L1 Phase Center is DI0207.
 DI0206
 DI0206.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0206
 DI0206.The ellipsoidal height was determined by GPS observations
 DI0206.and is referenced to NAD 83.
 DI0206
 DI0206.The geoid height was determined by GEOID03.
 DI0206
 DI0206;                    North         East     Units Scale Factor Converg.
 DI0206;SPC MI S     -   155,111.413 3,878,131.722   MT  0.99990688   -1 00 55.4
 DI0206;SPC MI S     -   508,895.71 12,723,529.27   iFT  0.99990688   -1 00 55.4
 DI0206
 DI0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0206!SPC MI S     -   0.99997435  x   0.99990688  =   0.99988123
 DI0206
 DI0206                          SUPERSEDED SURVEY CONTROL
 DI0206
 DI0206.No superseded survey control is available for this station.
 DI0206
 DI0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9319648865(NAD 83)
 DI0206_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0206
 DI0206                          STATION DESCRIPTION
 DI0206
 DI0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0206'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0206'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0206'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0206'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0206'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0207 ***********************************************************************
 DI0207  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0207  DESIGNATION -  HUDSONVILLE CORS L1 PHASE CENTER
 DI0207  CORS_ID     -  MIHV
 DI0207  PID         -  DI0207
 DI0207  STATE/COUNTY-  MI/OTTAWA
 DI0207  USGS QUAD   -  GRANDVILLE (1981)
 DI0207
 DI0207                         *CURRENT SURVEY CONTROL
 DI0207  ___________________________________________________________________
 DI0207* NAD 83(CORS)-  42 53 12.13587(N)    085 51 31.35843(W)     ADJUSTED  
 DI0207* NAVD 88     -                                                        
 DI0207  ___________________________________________________________________
 DI0207  EPOCH DATE  -        2002.00
 DI0207  X           -     338,018.680 (meters)                     COMP
 DI0207  Y           -  -4,668,426.725 (meters)                     COMP
 DI0207  Z           -   4,318,399.713 (meters)                     COMP
 DI0207  ELLIP HEIGHT-         163.68  (meters)          (06/??/06) GPS OBS
 DI0207  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 DI0207
 DI0207  HORZ ORDER  -  SPECIAL (CORS)
 DI0207  ELLP ORDER  -  SPECIAL (CORS)
 DI0207
 DI0207.ITRF positions are available for this station.
 DI0207.The coordinates were established by GPS observations
 DI0207.and adjusted by the National Geodetic Survey in June 2006..
 DI0207.The coordinates are valid at the epoch date displayed above.
 DI0207.The epoch date for horizontal control is a decimal equivalence
 DI0207.of Year/Month/Day.
 DI0207
 DI0207
 DI0207.The PID for the CORS ARP is DI0206.
 DI0207
 DI0207.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0207
 DI0207.The ellipsoidal height was determined by GPS observations
 DI0207.and is referenced to NAD 83.
 DI0207
 DI0207.The geoid height was determined by GEOID03.
 DI0207
 DI0207;                    North         East     Units Scale Factor Converg.
 DI0207;SPC MI S     -   155,111.415 3,878,131.724   MT  0.99990688   -1 00 55.4
 DI0207;SPC MI S     -   508,895.72 12,723,529.28   iFT  0.99990688   -1 00 55.4
 DI0207
 DI0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0207!SPC MI S     -   0.99997433  x   0.99990688  =   0.99988121
 DI0207
 DI0207                          SUPERSEDED SURVEY CONTROL
 DI0207
 DI0207.No superseded survey control is available for this station.
 DI0207
 DI0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9319648865(NAD 83)
 DI0207_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0207
 DI0207                          STATION DESCRIPTION
 DI0207
 DI0207'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0207'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0207'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0207'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0207'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0207'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1574 ***********************************************************************
 NE1574  CBN         -  This is a Cooperative Base Network Control Station.
 NE1574  PACS        -  This is a Primary Airport Control Station.
 NE1574  DESIGNATION -  HUDSPORT
 NE1574  PID         -  NE1574
 NE1574  STATE/COUNTY-  MI/OAKLAND
 NE1574  USGS QUAD   -  MILFORD (1983)
 NE1574
 NE1574                         *CURRENT SURVEY CONTROL
 NE1574  ___________________________________________________________________
 NE1574* NAD 83(1994)-  42 30 12.68882(N)    083 37 21.85871(W)     ADJUSTED  
 NE1574* NAVD 88     -       281.83   (meters)     924.6    (feet)  GPS OBS   
 NE1574  ___________________________________________________________________
 NE1574  X           -     523,113.850 (meters)                     COMP
 NE1574  Y           -  -4,680,432.517 (meters)                     COMP
 NE1574  Z           -   4,287,171.156 (meters)                     COMP
 NE1574  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 NE1574  ELLIP HEIGHT-         248.31  (meters)          (06/11/02) GPS OBS
 NE1574  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NE1574
 NE1574  HORZ ORDER  -  B
 NE1574  ELLP ORDER  -  FOURTH    CLASS I
 NE1574
 NE1574.This mark is at New Hudson Airport (Y47)
 NE1574
 NE1574.The horizontal coordinates were established by GPS observations
 NE1574.and adjusted by the National Geodetic Survey in September 1995..
 NE1574
 NE1574.The orthometric height was determined by GPS observations and a
 NE1574.high-resolution geoid model.
 NE1574
 NE1574.GPS derived orthometric heights for airport stations designated as
 NE1574.PACS or SACS are published to 2 decimal places.  This maintains
 NE1574.centimeter relative accuracy between the PACS and SACS.  It does
 NE1574.not indicate centimeter accuracy relative to other marks which are
 NE1574.part of the NAVD 88 network.
 NE1574
 NE1574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1574
 NE1574.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1574
 NE1574.The ellipsoidal height was determined by GPS observations
 NE1574.and is referenced to NAD 83.
 NE1574
 NE1574.The geoid height was determined by GEOID03.
 NE1574
 NE1574;                    North         East     Units Scale Factor Converg.
 NE1574;SPC MI S     -   111,739.096 4,061,141.581   MT  0.99992892   +0 30 22.6
 NE1574;SPC MI S     -   366,598.08 13,323,955.32   iFT  0.99992892   +0 30 22.6
 NE1574;UTM  17      - 4,709,018.036   284,505.146   MT  1.00017138   -1 46 21.7
 NE1574
 NE1574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1574!SPC MI S     -   0.99996106  x   0.99992892  =   0.99988998
 NE1574!UTM  17      -   0.99996106  x   1.00017138  =   1.00013243
 NE1574
 NE1574:                Primary Azimuth Mark                     Grid Az
 NE1574:SPC MI S     -  HUDSPORT AZ MK                           250 46 09.2
 NE1574:UTM  17      -  HUDSPORT AZ MK                           253 02 53.5
 NE1574
 NE1574|---------------------------------------------------------------------|
 NE1574| PID    Reference Object                     Distance      Geod. Az  |
 NE1574|                                                           dddmmss.s |
 NE1574| NE1575 HUDSPORT AZ MK                      497.619 METERS 2511631.8 |
 NE1574|---------------------------------------------------------------------|
 NE1574
 NE1574                          SUPERSEDED SURVEY CONTROL
 NE1574
 NE1574  ELLIP H (09/20/95)  248.38   (m)                       GP(       ) 1 2
 NE1574  NAD 83(1986)-  42 30 12.69211(N)    083 37 21.88642(W) AD(       ) 1
 NE1574  NAD 83(1986)-  42 30 12.69202(N)    083 37 21.89143(W) AD(       ) 1
 NE1574  NGVD 29 (03/27/91)  282.0    (m)          925.     (f) GPS OBS        
 NE1574
 NE1574.Superseded values are not recommended for survey control.
 NE1574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1574.See file dsdata.txt to determine how the superseded data were derived.
 NE1574
 NE1574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8450509018(NAD 83)
 NE1574_MARKER: I = METAL ROD
 NE1574_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1574_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1574_STAMPING: HUDSPORT 1989
 NE1574_MARK LOGO: NGS   
 NE1574_PROJECTION: FLUSH
 NE1574_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1574+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1574_ROD/PIPE-DEPTH: 5.9  meters
 NE1574_SLEEVE-DEPTH  : 0.3 meters
 NE1574
 NE1574  HISTORY     - Date     Condition        Report By
 NE1574  HISTORY     - 1989     MONUMENTED       NGS
 NE1574  HISTORY     - 19900124 GOOD
 NE1574  HISTORY     - 19910715 GOOD             NGS
 NE1574  HISTORY     - 19930311 GOOD             MIDT
 NE1574  HISTORY     - 19940513 GOOD             NGS
 NE1574  HISTORY     - 19940922 GOOD             WADTRI
 NE1574  HISTORY     - 20010426 GOOD             LOCSUR
 NE1574  HISTORY     - 20030721 GOOD             JCLS
 NE1574  HISTORY     - 20060314 GOOD             INDIV
 NE1574
 NE1574                          STATION DESCRIPTION
 NE1574
 NE1574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1574'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTHWEST OF NEW HUDSON,
 NE1574'AT THE NEW HUDSON AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 NE1574'THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---M AND H HOLDING
 NE1574'COMPANY, C/O AIRPORT MANAGER ELIZABETH MYER, 57751 PONTIAC TRAIL, NEW
 NE1574'HUDSON MI 48165.  PHONE IS (313) 437-2333.
 NE1574'TO REACH THE STATION FROM THE POST OFFICE IN NEW HUDSON, GO NORTHWEST
 NE1574'FOR 0.3 KM (0.20 MI) ON GRAND RIVER AVENUE TO A SIX-ROAD INTERSECTION.
 NE1574'TURN HALF LEFT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON PONTIAC TRAIL
 NE1574'TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON
 NE1574'THE GRAVEL ROAD, PASSING TO THE WEST OF THE AIRPORT OFFICE AND
 NE1574'HANGARS, TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 80 METERS
 NE1574'ON THE GRAVEL ROAD, PASSING BETWEEN HANGARS, TO A CONNECTING TAXIWAY.
 NE1574'TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE CONNECTING TAXIWAY
 NE1574'TO THE STATION RIGHT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 NE1574'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1574'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 19.5 METERS IN A
 NE1574'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1574'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1574'LOCATED 11.2 M (36.7 FT) WEST FROM THE WEST EDGE OF A CONNECTING
 NE1574'TAXIWAY, 10.7 M (35.1 FT) NORTH-NORTHWEST FROM THE NORTH-NORTHWEST
 NE1574'EDGE OF THE RUNWAY AND 3.6 M (11.8 FT) SOUTH-SOUTHEAST FROM THE
 NE1574'SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1574'DESCRIBED BY K.L. FANCHER.
 NE1574'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1574
 NE1574                          STATION RECOVERY (1990)
 NE1574
 NE1574'RECOVERED 1990
 NE1574'RECOVERED IN GOOD CONDITION.
 NE1574
 NE1574                          STATION RECOVERY (1991)
 NE1574
 NE1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1574'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) SOUTHWEST OF NEW HUDSON,
 NE1574'AT THE NEW HUDSON AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF
 NE1574'THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---M AND H HOLDING
 NE1574'COMPANY, C/O AIRPORT MANAGER ELIZABETH MYER, 57751 PONTIAC TRAIL, NEW
 NE1574'HUDSON, MI. 48165. PHONE (313) 437-2333.
 NE1574'TO REACH THE STATION FROM THE POST OFFICE IN NEW HUDSON, GO NORTHWEST
 NE1574'FOR 0.3 KM (0.2 MI) ON GRAND RIVER AVENUE TO A SIX-ROAD INTERSECTION.
 NE1574'TURN HALF LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON PONTIAC TRAIL
 NE1574'TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.1 MI) ON
 NE1574'THE GRAVEL ROAD, PASSING TO THE WEST OF THE AIRPORT OFFICE AND
 NE1574'HANGARS, TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 80 METERS
 NE1574'ON THE GRAVEL ROAD, PASSING BETWEEN HANGARS, TO A CONNECTING TAXIWAY.
 NE1574'TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON THE CONNECTING TAXIWAY
 NE1574'TO THE STATION RIGHT JUST AFTER CROSSING THE PARALLEL TAXIWAY.
 NE1574'LOCATED 11.2 M (36.7 FT) WEST FROM THE WEST EDGE OF A CONNECTING
 NE1574'TAXIWAY, 10.7 M (35.1 FT) NORTH-NORTHWEST FROM THE NORTH-NORTHWEST
 NE1574'EDGE OF THE RUNWAY AND 3.6 M (11.8 FT) SOUTH-SOUTHEAST FROM THE
 NE1574'SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1574
 NE1574                          STATION RECOVERY (1993)
 NE1574
 NE1574'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (TGM)
 NE1574'STATION IS LOCATED IN QUAD 420834 ON THE MILFORD QUADRANGLE MAP. IT IS
 NE1574'IN SECTION 9, T-1-N, R-9-E, LYON TOWNSHIP.  ABOUT 8.0 MI (12.9 KM)
 NE1574'EAST OF BRIGHTON, 4.5 MI (7.2 KM) SOUTHWESTERLY OF WIXOM, 0.7 MI (1.1
 NE1574'KM) SOUTHWEST OF NEW HUDSON AND AT THE NEW HUDSON AIRPORT.
 NE1574'OWNERSHIP--M AND H HOLDING COMPANY, C/O ELIZABETH MYER AIRPORT
 NE1574'MANAGER, 57751 PONTIAC TRAIL, NEW HUDSON, MI 48165.  PHONE (810)
 NE1574'437-2333. TO REACH THE STATION FROM THE POST OFFICE IN NEW HUDSON, GO
 NE1574'NORTHWEST ALONG GRAND RIVER AVENUE FOR 0.2 MI (0.3 KM) TO A SIX
 NE1574'CORNERS INTERSECTION. TURN HALF-LEFT AND GO SOUTHWEST ALONG PONTIAC
 NE1574'TRAIL FOR 0.5 MI (0.8 KM) TO AN AIRPORT ENTRANCE ON LEFT (JUST WEST OF
 NE1574'THE OFFICE BUILDING).  TURN LEFT AND GO SOUTH FOR 0.1 MI (0.2 KM)
 NE1574'PASSING ALONG THE WEST SIDE OF HANGARS TO END OF ROAD AND A ROAD LEFT.
 NE1574'TURN LEFT AND GO EAST FOR ABOUT 263.0 FT (80.2 M) , PASSING BETWEEN
 NE1574'HANGARS, TO A CONNECTING TAXIWAY.  TURN RIGHT AND GO SOUTH 0.2 MI (0.3
 NE1574'KM) ON THE CONNECTING TAXIWAY TO THE STATION ON THE RIGHT JUST AFTER
 NE1574'CROSSING A PARALLEL TAXIWAY. STATION IS 36.7 FT (11.2 M) WEST FROM THE
 NE1574'WEST EDGE OF THE CONNECTING TAXIWAY, 35.1 FT (10.7 M) NORTH-NORTHWEST
 NE1574'FROM THE NORTH-NORTHWEST EDGE OF THE RUNWAY AND 11.8 FT (3.6 M)
 NE1574'SOUTH-SOUTHEAST FROM THE SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY.
 NE1574'ACCORDING TO THE 1989 AND 1991 DESCRIPTIONS THE ROD IS DRIVEN TO A
 NE1574'DEPTH OF 19.5 METERS (64.0 FT) IN A SLEEVE OF 10+ METERS.
 NE1574
 NE1574                          STATION RECOVERY (1994)
 NE1574
 NE1574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1574'NOTE--CALL ONE DAY IN ADVANCE (313) 437-2333 TO MAKE ARRANGEMENTS TO
 NE1574'GET ONTO AIRPORT PROPERTY.  STATION IS LOCATED ABOUT 1.1 KM (0.70 MI)
 NE1574'SOUTHWEST OF NEW HUDSON, AT THE NEW HUDSON AIRPORT, IN THE NORTHWEST
 NE1574'ANGLE OF THE JUNCTION OF THE RUNWAY AND A TAXIWAY.  OWNERSHIP--M AND H
 NE1574'HOLDING COMPANY, AIRPORT MANAGER ELIZABETH MYER, 57751 PONTIAC TRAIL,
 NE1574'NEW HUDSON, MI.  48165.  TO REACH FROM THE POST OFFICE IN NEW HUDSON,
 NE1574'GO NORTHWEST ON GRAND RIVER AVENUE FOR 0.3 KM (0.20 MI) TO A SIX-ROAD
 NE1574'INTERSECTION.  TURN HALF LEFT AND GO SOUTHWEST ON PONTIAC TRAIL FOR
 NE1574'0.8 KM (0.50 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 NE1574'GRAVEL ROAD FOR 0.1 KM (0.05 MI) PASSING WEST OF THE AIRPORT OFFICE
 NE1574'AND HANGARS, TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVEL
 NE1574'ROAD BETWEEN HANGARS FOR 80 M (262.5 FT) TO A TAXIWAY.  TURN RIGHT AND
 NE1574'GO SOUTH ON TAXIWAY FOR 0.3 KM (0.20 MI) ACROSS PARALLEL TAXIWAY TO
 NE1574'THE STATION ON RIGHT.  STATION IS 11.2 M (36.7 FT) WEST FROM EDGE OF
 NE1574'TAXIWAY, 10.7 M (35.1 FT) NORTH-NORTHWEST FROM EDGE OF RUNWAY, AND 3.6
 NE1574'M (11.8 FT) SOUTH-SOUTHEAST FROM EDGE OF PARALLEL TAXIWAY.
 NE1574
 NE1574                          STATION RECOVERY (1994)
 NE1574
 NE1574'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1994 (JEK)
 NE1574'RECOVERED AS DESCRIBED.
 NE1574
 NE1574                          STATION RECOVERY (2001)
 NE1574
 NE1574'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (FRZ)
 NE1574'STATION WAS RECOVERED ON 04-03-2001 BY LOCAL SURVEY FIRM, AYRES
 NE1574'LEWIS NORRIS AND MAY, (FRZ) IN GOOD CONDITION.  STATION IS GOOD TO
 NE1574'USE FOR G.P.S.
 NE1574' 
 NE1574'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NE1574'
 NE1574
 NE1574                          STATION RECOVERY (2003)
 NE1574
 NE1574'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 NE1574'RECOVERED IN GOOD CONDITION.
 NE1574
 NE1574                          STATION RECOVERY (2006)
 NE1574
 NE1574'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1575 ***********************************************************************
 NE1575  DESIGNATION -  HUDSPORT AZ MK
 NE1575  PID         -  NE1575
 NE1575  STATE/COUNTY-  MI/OAKLAND
 NE1575  USGS QUAD   -  KENT LAKE (1983)
 NE1575
 NE1575                         *CURRENT SURVEY CONTROL
 NE1575  ___________________________________________________________________
 NE1575* NAD 83(1994)-  42 30 07.51127(N)    083 37 42.49971(W)     ADJUSTED  
 NE1575* NAVD 88     -       280.5    (meters)     920.     (feet)  GPS OBS   
 NE1575  ___________________________________________________________________
 NE1575  X           -     522,657.340 (meters)                     COMP
 NE1575  Y           -  -4,680,591.099 (meters)                     COMP
 NE1575  Z           -   4,287,052.430 (meters)                     COMP
 NE1575  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 NE1575  ELLIP HEIGHT-         246.92  (meters)          (07/17/02) GPS OBS
 NE1575  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NE1575
 NE1575  HORZ ORDER  -  FIRST
 NE1575  ELLP ORDER  -  FOURTH    CLASS I
 NE1575
 NE1575.This mark is at New Hudson Airport (Y47)
 NE1575
 NE1575.The horizontal coordinates were established by GPS observations
 NE1575.and adjusted by the National Geodetic Survey in February 1997..
 NE1575
 NE1575.The orthometric height was determined by GPS observations and a
 NE1575.high-resolution geoid model.
 NE1575
 NE1575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1575
 NE1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1575
 NE1575.The ellipsoidal height was determined by GPS observations
 NE1575.and is referenced to NAD 83.
 NE1575
 NE1575.The geoid height was determined by GEOID03.
 NE1575
 NE1575;                    North         East     Units Scale Factor Converg.
 NE1575;SPC MI S     -   111,575.206 4,060,671.763   MT  0.99992908   +0 30 08.5
 NE1575;SPC MI S     -   366,060.39 13,322,413.92   iFT  0.99992908   +0 30 08.5
 NE1575;UTM  17      - 4,708,872.922   284,029.066   MT  1.00017391   -1 46 35.5
 NE1575
 NE1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1575!SPC MI S     -   0.99996128  x   0.99992908  =   0.99989036
 NE1575!UTM  17      -   0.99996128  x   1.00017391  =   1.00013518
 NE1575
 NE1575:                Primary Azimuth Mark                     Grid Az
 NE1575:SPC MI S     -  HUDSPORT                                 070 46 09.4
 NE1575:UTM  17      -  HUDSPORT                                 073 02 53.4
 NE1575
 NE1575|---------------------------------------------------------------------|
 NE1575| PID    Reference Object                     Distance      Geod. Az  |
 NE1575|                                                           dddmmss.s |
 NE1575| NE1574 HUDSPORT                            497.619 METERS 0711617.9 |
 NE1575|---------------------------------------------------------------------|
 NE1575
 NE1575                          SUPERSEDED SURVEY CONTROL
 NE1575
 NE1575  ELLIP H (02/03/97)  246.99   (m)                       GP(       ) 4 1
 NE1575  NAD 83(1986)-  42 30 07.51447(N)    083 37 42.52736(W) AD(       ) 1
 NE1575  NAD 83(1986)-  42 30 07.51458(N)    083 37 42.53245(W) AD(       ) 3
 NE1575  NGVD 29 (03/27/91)  280.6    (m)          921.     (f) GPS OBS        
 NE1575
 NE1575.Superseded values are not recommended for survey control.
 NE1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1575.See file dsdata.txt to determine how the superseded data were derived.
 NE1575
 NE1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH8402908873(NAD 83)
 NE1575_MARKER: I = METAL ROD
 NE1575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1575_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1575_STAMPING: HUDSPORT AZ MK 1989
 NE1575_MARK LOGO: NGS   
 NE1575_PROJECTION: FLUSH
 NE1575_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1575+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2006
 NE1575_ROD/PIPE-DEPTH: 28.0 meters
 NE1575_SLEEVE-DEPTH  : 1.0 meters
 NE1575
 NE1575  HISTORY     - Date     Condition        Report By
 NE1575  HISTORY     - 1989     MONUMENTED       NGS
 NE1575  HISTORY     - 19900124 GOOD
 NE1575  HISTORY     - 19910715 GOOD             NGS
 NE1575  HISTORY     - 20060314 GOOD             INDIV
 NE1575
 NE1575                          STATION DESCRIPTION
 NE1575
 NE1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1575'THE STATION IS LOCATED ABOUT 1.1 KM (0.70 MI) SOUTHWEST OF NEW HUDSON,
 NE1575'AT THE NEW HUDSON AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 NE1575'THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---M AND H
 NE1575'HOLDING COMPANY, C/O AIRPORT MANAGER ELIZABETH MYER, 57751 PONTIAC
 NE1575'TRAIL, NEW HUDSON MI 48165.  PHONE IS (313) 437-2333.
 NE1575'TO REACH THE STATION FROM THE POST OFFICE IN NEW HUDSON, GO NORTHWEST
 NE1575'FOR 0.3 KM (0.20 MI) ON GRAND RIVER AVENUE TO A SIX-ROAD INTERSECTION.
 NE1575'TURN HALF LEFT AND GO SOUTHWEST FOR 0.8 KM (0.50 MI) ON PONTIAC TRAIL
 NE1575'TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON
 NE1575'THE GRAVEL ROAD, PASSING TO THE WEST OF THE AIRPORT OFFICE AND
 NE1575'HANGARS, TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 80 METERS
 NE1575'ON THE GRAVEL ROAD, PASSING BETWEEN HANGARS, TO A CONNECTING TAXIWAY.
 NE1575'TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.20 MI) ON THE CONNECTING TAXIWAY
 NE1575'TO THE PARALLEL TAXIWAY.  TURN RIGHT AND GO WEST FOR 0.5 KM (0.30 MI)
 NE1575'ON THE PARALLEL TAXIWAY TO THE STATION LEFT JUST BEFORE A CONNECTING
 NE1575'TAXIWAY LEFT.
 NE1575'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1575'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 NE1575'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1575'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1575'LOCATED 10.3 M (33.8 FT) NORTH-NORTHWEST FROM THE NORTH-NORTHWEST EDGE
 NE1575'OF THE RUNWAY, 4.0 M (13.1 FT) SOUTH-SOUTHEAST FROM THE
 NE1575'SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY AND 2.7 M (8.9 FT)
 NE1575'EAST-NORTHEAST FROM THE EAST-NORTHEAST EDGE OF A CONNECTING TAXIWAY.
 NE1575'DESCRIBED BY K.L. FANCHER.
 NE1575
 NE1575                          STATION RECOVERY (1990)
 NE1575
 NE1575'RECOVERED 1990
 NE1575'RECOVERED IN GOOD CONDITION.
 NE1575
 NE1575                          STATION RECOVERY (1991)
 NE1575
 NE1575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1575'THE STATION IS LOCATED ABOUT 1.1 KM (0.7 MI) SOUTHWEST OF NEW HUDSON,
 NE1575'AT THE NEW HUDSON AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 NE1575'THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY. OWNERSHIP---M AND H
 NE1575'HOLDING COMPANY, C/O AIRPORT MANAGER ELIZABETH MYER, 57751 PONTIAC
 NE1575'TRAIL, NEW HUDSON, MI. 48165.  PHONE (313) 437-2333.
 NE1575'TO REACH THE STATION FROM THE POST OFFICE IN NEW HUDSON, GO NORTHWEST
 NE1575'FOR 0.3 KM (0.2 MI) ON GRAND RIVER AVENUE TO A SIX-ROAD INTERSECTION.
 NE1575'TURN HALF LEFT AND GO SOUTHWEST FOR 0.8 KM (0.5 MI) ON PONTIAC TRAIL
 NE1575'TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.1 MI) ON
 NE1575'THE GRAVEL ROAD, PASSING TO THE WEST OF THE AIRPORT OFFICE AND
 NE1575'HANGARS, TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST FOR 80 METERS
 NE1575'ON THE GRAVEL ROAD, PASSING BETWEEN HANGARS, TO A CONNECTING TAXIWAY.
 NE1575'TURN RIGHT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON THE CONNECTING TAXIWAY
 NE1575'TO THE PARALLEL TAXIWAY.  TURN RIGHT AND GO WEST FOR 0.5 KM (0.3 MI)
 NE1575'ON THE PARALLEL TAXIWAY TO THE STATION LEFT JUST BEFORE A CONNECTING
 NE1575'TAXIWAY LEFT.
 NE1575'LOCATED 10.3 M (33.8 FT) NORTH-NORTHWEST FROM THE NORTH-NORTHWEST EDGE
 NE1575'OF THE RUNWAY, 4.0 M (13.1 FT) SOUTH-SOUTHEAST FROM THE
 NE1575'SOUTH-SOUTHEAST EDGE OF THE PARALLEL TAXIWAY AND 2.7 M (8.9 FT)
 NE1575'EAST-NORTHEAST FROM THE EAST-NORTHEAST EDGE OF A CONNECTING TAXIWAY.
 NE1575
 NE1575                          STATION RECOVERY (2006)
 NE1575
 NE1575'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0857 ***********************************************************************
 QK0857  DESIGNATION -  HUGHES
 QK0857  PID         -  QK0857
 QK0857  STATE/COUNTY-  MI/MACKINAC
 QK0857  USGS QUAD   -  HUGHES POINT (1972)
 QK0857
 QK0857                         *CURRENT SURVEY CONTROL
 QK0857  ___________________________________________________________________
 QK0857* NAD 83(1994)-  45 57 51.00242(N)    085 50 28.02805(W)     ADJUSTED  
 QK0857* NAVD 88     -       177.     (meters)     581.     (feet)  VERTCON   
 QK0857  ___________________________________________________________________
 QK0857  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 QK0857  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0857
 QK0857  HORZ ORDER  -  FIRST
 QK0857
 QK0857.The horizontal coordinates were established by classical geodetic methods
 QK0857.and adjusted by the National Geodetic Survey in February 1997..
 QK0857
 QK0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0857
 QK0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0857
 QK0857.The geoid height was determined by GEOID03.
 QK0857
 QK0857;                    North         East     Units Scale Factor Converg.
 QK0857;SPC MI N     -   131,899.350 8,089,818.160   MT  0.99991846   +0 50 15.5
 QK0857;SPC MI N     -   432,740.65 26,541,398.16   iFT  0.99991846   +0 50 15.5
 QK0857;UTM  16      - 5,090,719.121   589,792.556   MT  0.99969912   +0 49 59.5
 QK0857
 QK0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0857!SPC MI N     -   0.99997774  x   0.99991846  =   0.99989620
 QK0857!UTM  16      -   0.99997774  x   0.99969912  =   0.99967687
 QK0857
 QK0857|---------------------------------------------------------------------|
 QK0857| PID    Reference Object                     Distance      Geod. Az  |
 QK0857|                                                           dddmmss.s |
 QK0857| CH1270 HUGHES RM 1                           9.783 METERS 00947     |
 QK0857| QK0848 SCOTT POINT                         APPROX.11.6 KM 0924928.7 |
 QK0857| CH1271 HUGHES RP                            15.293 METERS 11910     |
 QK0857|---------------------------------------------------------------------|
 QK0857
 QK0857                          SUPERSEDED SURVEY CONTROL
 QK0857
 QK0857  NAD 83(1986)-  45 57 50.99742(N)    085 50 28.02500(W) AD(       ) 1
 QK0857  NAD 27      -  45 57 51.07124(N)    085 50 27.63790(W) AD(       ) 1
 QK0857  NGVD 29 (07/19/86)  177.     (m)          581.     (f) VERT ANG       
 QK0857
 QK0857.Superseded values are not recommended for survey control.
 QK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0857.See file dsdata.txt to determine how the superseded data were derived.
 QK0857
 QK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER8979390719(NAD 83)
 QK0857_MARKER: Z = SEE DESCRIPTION
 QK0857_SETTING: 0 = UNSPECIFIED SETTING
 QK0857
 QK0857  HISTORY     - Date     Condition        Report By
 QK0857  HISTORY     - 1917     MONUMENTED       USLS
 QK0857  HISTORY     - 1965     SEE DESCRIPTION  CGS
 QK0857
 QK0857                          STATION DESCRIPTION
 QK0857
 QK0857'DESCRIBED BY US LAKE SURVEY 1917
 QK0857'NEAR THE EXTREMITY OF HUGHES POINT, ABOUT 5 MILES EAST OF SEUL CHOIX
 QK0857'POINT, ON NORTH SHORE OF LAKE
 QK0857'MICHIGAN, 100 FEET FROM WATERS EDGE TO WEST, 105 FEET FROM WATERS
 QK0857'EDGE TO SOUTH, AND 108 FEET FROM
 QK0857'INNER END OF SMALL DOCK ON EAST SIDE OF POINT.
 QK0857'MARKED BY BRASS SCREW IN CONCRETE POST PROJECTING 1
 QK0857'FOOT ABOVE SURFACE OF GROUND,
 QK0857'AND MARKED U.S. 1917.
 QK0857
 QK0857                          STATION RECOVERY (1965)
 QK0857
 QK0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0857'THE STATION AND ONE REFERENCE POINT WERE RECOVERED IN GOOD
 QK0857'CONDITION.
 QK0857'REFERENCE MARK NO. 1 WAS ESTABLISHED AT THIS TIME.
 QK0857'
 QK0857'A COMPLETE DESCRIPTION FOLLOWS-
 QK0857'
 QK0857'THE STATION IS ABOUT 12 MILES SOUTHWEST OF GOULD CITY, 11-1/2 MILES
 QK0857'SOUTHEAST OF
 QK0857'BLANEY PARK, 9 MILES EAST-SOUTHEAST OF GULLIVER ON THE
 QK0857'NORTH SHORE OF LAKE MICHIGAN ON
 QK0857'HUGHES POINT.
 QK0857'
 QK0857'TO REACH THE STATION FROM THE GULLIVER POST OFFICE, GO EAST ON
 QK0857'U.S. HIGHWAY 2 FOR
 QK0857'0.3 MILE TO A CROSSROAD AND BLINKER LIGHT.  TURN
 QK0857'RIGHT, SOUTH, ON PAVED ROAD FOR 0.15
 QK0857'MILE TO A FORK, TAKE THE LEFT
 QK0857'FORK, SOUTHEASTERLY, FOR 4.1 MILES TO A SIDE ROAD RIGHT
 QK0857'AND SIGN U.S.
 QK0857'COAST GUARD SEUL CHOIX PT. 4.  CONTINUE STRAIGHT AHEAD, EAST-
 QK0857'SOUTHEAST, FOR 3.9
 QK0857'MILES TO THE INLAND LIME AND STONE CO. OFFICES
 QK0857'ON THE RIGHT.  (STOP HERE AND GET
 QK0857'PERMISSION TO PASS THROUGH THE
 QK0857'PLANT.) CONTINUE STRAIGHT AHEAD, SOUTH AND THEN
 QK0857'EAST ON MAIN ROAD
 QK0857'FOR 0.3 MILE TO THE NORTH END OF A JETTY.  FROM HERE DRIVE ALONG
 QK0857'BEACH FOR 1.35 MILE
 QK0857'TO HUGHES POINT AND STATION.
 QK0857'
 QK0857'THE STATION IS THE THREADED END OF A 1/4 INCH BOLT SET NEAR THE
 QK0857'CENTER OF A 12
 QK0857'INCH SQUARE CONCRETE POST WITH THE LETTERS U S 1917
 QK0857'INCSCRIBED ON THE TOP OF THE POST
 QK0857'WHICH PROJECTS 1 FOOT.  IT IS 55.0 FEET
 QK0857'NORTH OF THE SOUTH EDGE OF THE WOODS, 5.0 FEET NORTH
 QK0857'OF A METAL
 QK0857'WITNESS POST AND ABOUT 150 FEET NORTH OF THE WATER.
 QK0857'
 QK0857'REFERENCE POINT USLS IS A NAIL LEADED IN A DRILL HOLE IN A 3 X
 QK0857'4 FOOT BOULDER
 QK0857'WHICH PROJECTS 1 FOOT.  IT IS 50.0 FEET EAST OF THE
 QK0857'METAL WITNESS POST AT THE EAST
 QK0857'EDGE OF THE WOODS.  IT IS AT ABOUT
 QK0857'THE SAME ELEVATION AS THE STATION.
 QK0857'
 QK0857'REFERENCE MARK NO. 1, IS A STANDARD DISK STAMPED HUGHES (USLS)
 QK0857'NO 1 1965, SET IN
 QK0857'A DRILL HOLE IN A 4 X 4 FOOT BOULDER THAT PROJECTS
 QK0857'1 FOOT.  IT IS 37.0 FEET NORTH OF
 QK0857'THE METAL WITNESS POST AND AT ABOUT
 QK0857'THE SAME ELEVATION AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0797 ***********************************************************************
 RJ0797  DESIGNATION -  HUGHES IBC 1943
 RJ0797  PID         -  RJ0797
 RJ0797  STATE/COUNTY-  MI/CHIPPEWA
 RJ0797  USGS QUAD   -  PAYMENT (1976)
 RJ0797
 RJ0797                         *CURRENT SURVEY CONTROL
 RJ0797  ___________________________________________________________________
 RJ0797* NAD 83(1994)-  46 32 06.79942(N)    084 12 35.80220(W)     ADJUSTED  
 RJ0797* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0797  ___________________________________________________________________
 RJ0797  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 RJ0797  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 RJ0797
 RJ0797  HORZ ORDER  -  THIRD
 RJ0797
 RJ0797.The horizontal coordinates were established by classical geodetic methods
 RJ0797.and adjusted by the National Geodetic Survey in February 1997..
 RJ0797
 RJ0797.The orthometric height was scaled from a topographic map.
 RJ0797
 RJ0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0797
 RJ0797.The geoid height was determined by GEOID03.
 RJ0797
 RJ0797;                    North         East     Units Scale Factor Converg.
 RJ0797;SPC MI N     -   198,479.093 8,213,970.564   MT  0.99991233   +2 00 59.8
 RJ0797;SPC MI N     -   651,178.13 26,948,722.32   iFT  0.99991233   +2 00 59.8
 RJ0797;SPC MI C     -   357,706.412 6,012,026.199   MT  1.00030113   +0 06 38.6
 RJ0797;SPC MI C     - 1,173,577.47 19,724,495.40   iFT  1.00030113   +0 06 38.6
 RJ0797;UTM  16      - 5,157,299.313   713,943.466   MT  1.00016265   +2 01 32.8
 RJ0797
 RJ0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0797!SPC MI N     -   0.99997770  x   0.99991233  =   0.99989003
 RJ0797!SPC MI C     -   0.99997770  x   1.00030113  =   1.00027882
 RJ0797!UTM  16      -   0.99997770  x   1.00016265  =   1.00014034
 RJ0797
 RJ0797:                Primary Azimuth Mark                     Grid Az
 RJ0797:SPC MI N     -  STEWART IBC 1943                         246 32 44.7
 RJ0797:SPC MI C     -  STEWART IBC 1943                         248 27 05.9
 RJ0797:UTM  16      -  STEWART IBC 1943                         246 32 11.7
 RJ0797
 RJ0797|---------------------------------------------------------------------|
 RJ0797| PID    Reference Object                     Distance      Geod. Az  |
 RJ0797|                                                           dddmmss.s |
 RJ0797| RJ0821 STEWART IBC 1943                    APPROX. 0.6 KM 2483344.5 |
 RJ0797| RJ0798 BELL IBC 1943                       436.763 METERS 3125055.2 |
 RJ0797|---------------------------------------------------------------------|
 RJ0797
 RJ0797                          SUPERSEDED SURVEY CONTROL
 RJ0797
 RJ0797  NAD 83(1986)-  46 32 06.79044(N)    084 12 35.81976(W) AD(       ) 3
 RJ0797  NAD 27      -  46 32 06.70300(N)    084 12 35.69600(W) AD(       ) 3
 RJ0797
 RJ0797.Superseded values are not recommended for survey control.
 RJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0797.See file dsdata.txt to determine how the superseded data were derived.
 RJ0797
 RJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1394357299(NAD 83)
 RJ0797_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0797_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0797+WITH SETTING: PAVEMENT
 RJ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0797+STABILITY: SURFACE MOTION
 RJ0797
 RJ0797  HISTORY     - Date     Condition        Report By
 RJ0797  HISTORY     - 1943     MONUMENTED       IBC
 RJ0797
 RJ0797                          STATION DESCRIPTION
 RJ0797
 RJ0797'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0797'NEAR THE W END OF LITTLE LAKE GEORGE, ON PALMERS POINT.  IN 1943
 RJ0797'IT WAS 3 FEET W OF FENCE AT E SIDE OF YARD IN FRONT OF THE HUGHES
 RJ0797'HOUSE, 80 FEET BACK FROM SHORE AND LOW BANK, ABOUT 4 FEET ABOVE
 RJ0797'WATER, 31 FEET NE OF CORNER OF HOUSE, 18 FEET SSW OF GNARLED CEDAR,
 RJ0797'50 FEET SSW OF 28-INCH OAK TREE, AND 50 FEET SW OF 24-INCH SPRUCE
 RJ0797'TREE.
 RJ0797'
 RJ0797'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK IS A
 RJ0797'CYLINDER OF CONCRETE, 7 BY 20 INCHES SET FLUSH WITH SURFACE OF
 RJ0797'GROUND.  SUBSURFACE MARK IS A PIECE OF NO 8 COPPER WIRE IN TOP OF
 RJ0797'CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 10 INCHES LONG, SET
 RJ0797'2 FEET UNDERGROUND.  IN 1958 STATION WAS 2 INCHES UNDER TOP OF SOD,
 RJ0797'10 FEET EAST OF MOWED LAWN, AND WEST OF SEWER DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1175 ***********************************************************************
 RJ1175  DESIGNATION -  HULBERT RESET
 RJ1175  PID         -  RJ1175
 RJ1175  STATE/COUNTY-  MI/CHIPPEWA
 RJ1175  USGS QUAD   -  BIG BEAVER CREEK (1975)
 RJ1175
 RJ1175                         *CURRENT SURVEY CONTROL
 RJ1175  ___________________________________________________________________
 RJ1175* NAD 83(1994)-  46 23 13.82469(N)    085 12 36.07753(W)     ADJUSTED  
 RJ1175* NAVD 88     -       275.2    (meters)     903.     (feet)  VERTCON   
 RJ1175  ___________________________________________________________________
 RJ1175  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 RJ1175  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RJ1175
 RJ1175  HORZ ORDER  -  FIRST
 RJ1175
 RJ1175.The horizontal coordinates were established by classical geodetic methods
 RJ1175.and adjusted by the National Geodetic Survey in February 1997..
 RJ1175
 RJ1175.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1175
 RJ1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1175
 RJ1175.The geoid height was determined by GEOID03.
 RJ1175
 RJ1175;                    North         East     Units Scale Factor Converg.
 RJ1175;SPC MI N     -   179,811.890 8,137,662.477   MT  0.99990441   +1 17 37.6
 RJ1175;SPC MI N     -   589,934.02 26,698,367.71   iFT  0.99990441   +1 17 37.6
 RJ1175;UTM  16      - 5,138,623.381   637,631.210   MT  0.99983285   +1 17 46.2
 RJ1175
 RJ1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1175!SPC MI N     -   0.99996243  x   0.99990441  =   0.99986684
 RJ1175!UTM  16      -   0.99996243  x   0.99983285  =   0.99979528
 RJ1175
 RJ1175:                Primary Azimuth Mark                     Grid Az
 RJ1175:SPC MI N     -  HULBERT AZ MK                            010 25 03.5
 RJ1175:UTM  16      -  HULBERT AZ MK                            010 24 54.9
 RJ1175
 RJ1175|---------------------------------------------------------------------|
 RJ1175| PID    Reference Object                     Distance      Geod. Az  |
 RJ1175|                                                           dddmmss.s |
 RJ1175| CH1272 HULBERT AZ MK                                      0114241.1 |
 RJ1175| CH1273 HULBERT RM 1                         26.802 METERS 07222     |
 RJ1175| RJ1173 ECKERMAN CORNER RADIO KAK 703       APPROX.18.1 KM 1202833.1 |
 RJ1175| RJ1120 TROUT LAKE UP MICROWAVE             APPROX.30.1 KM 1372040.2 |
 RJ1175| RJ1195 AIRPORT BCN LUCE CO APT             APPROX.20.9 KM 2454941.2 |
 RJ1175| RJ1205 NEWBERRY STATE HOSPITAL STACK       APPROX.23.3 KM 2535140.0 |
 RJ1175| RJ1201 NEWBERRY PENTLAND TOWNSHIP TK       APPROX.24.1 KM 2535404.9 |
 RJ1175| RJ1204 NEWBERRY STATE HOSPITAL TANK        APPROX.23.4 KM 2535657.1 |
 RJ1175| RJ1209 NEWBERRY CABLE TV MAST              APPROX.24.3 KM 2554030.6 |
 RJ1175| RJ1208 NEWBERRY RAD KQA 298 KQA 710        APPROX.24.5 KM 2554609.2 |
 RJ1175| RJ0483 NEWBERRY                            APPROX.23.9 KM 2561104.3 |
 RJ1175| RJ1203 NEWBERRY MUNICIPAL TANK             APPROX.23.1 KM 2602807.6 |
 RJ1175| CH1274 HULBERT RM 2                         28.040 METERS 28824     |
 RJ1175|---------------------------------------------------------------------|
 RJ1175
 RJ1175                          SUPERSEDED SURVEY CONTROL
 RJ1175
 RJ1175  NAD 83(1986)-  46 23 13.81820(N)    085 12 36.07473(W) AD(       ) 1
 RJ1175  NAD 27      -  46 23 13.78366(N)    085 12 35.73660(W) AD(       ) 1
 RJ1175  NGVD 29 (07/19/86)  275.2    (m)          903.     (f) VERT ANG       
 RJ1175
 RJ1175.Superseded values are not recommended for survey control.
 RJ1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1175.See file dsdata.txt to determine how the superseded data were derived.
 RJ1175
 RJ1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3763138623(NAD 83)
 RJ1175_MARKER: DS = TRIANGULATION STATION DISK
 RJ1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1175_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1175
 RJ1175  HISTORY     - Date     Condition        Report By
 RJ1175  HISTORY     - 1975     MONUMENTED       NGS
 RJ1175
 RJ1175                          STATION DESCRIPTION
 RJ1175
 RJ1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 RJ1175'NO MEASUREMENT BETWEEN THE RMS DUE TO TREES AND BRUSH ON LINE.
 RJ1175'
 RJ1175'THE SURFACE STATION MARK WAS RECOVERED AND FOUND SLIGHTLY LOOSE AND
 RJ1175'LEANING, THE SUBSURFACE DISK WAS RECOVERED AND A NEW SURFACE DISK
 RJ1175'WAS ESTABLISHED HOLDING THE UNDERGROUND POSITION.  REFERENCE MARKS
 RJ1175'1, 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD
 RJ1175'CONDITION.  DUE TO VERY HEAVY TIMBER GROWTH, THE REFERENCE MARKS
 RJ1175'COULD NOT BE OBSERVED FROM THE TOWER AND THERE WAS NO
 RJ1175'OPPORTUNITY TO EXTEND A TEMPORARY POINT.  REFERENCE MARK 1 WAS
 RJ1175'HELD FIXED BY THE 1965 OBSERVATIONS.  THE DISTANCE TO THE
 RJ1175'REFERENCE MARKS CHECKED THE 1965 MEASUREMENT ADEQUATE.  A NEW
 RJ1175'DESCRIPTION FOLLOWS.
 RJ1175'
 RJ1175'THE STATION IS LOCATED ABOUT 8-1/2 MILES WEST-NORTHWEST OF
 RJ1175'ECKERMAN, 3-1/2 MILES NORTHWEST OF HULBERT AND ON LAND OWNED BY THE
 RJ1175'MAPLE RIDGE CLUB, MR. LAWRENCE YOUNG, HULBERT, MICHIGAN.
 RJ1175'
 RJ1175'TO REACH THE STATION FROM THE POST OFFICE IN HULBERT, GO SOUTH ON
 RJ1175'A PAVED ROAD FOR 0.15 MILE TO A CROSSROAD AND THE HULBERT TOWNSHIP
 RJ1175'HALL.  TURN RIGHT AND GO WEST AND NORTH ON A PAVED ROAD FOR 3.8
 RJ1175'MILES TO A DIRT ROAD AND SIGN SCHWEIZER PLACE.  TURN LEFT, AND GO
 RJ1175'WEST ON THE DIRT ROAD FOR 0.5 MILE TO ENTRANCE TO MAPLE RIDGE
 RJ1175'CLUB, CONTINUE NORTHERLY ON THE DIRT ROAD FOR 0.2 MILE TO FORK,
 RJ1175'KEEP RIGHT FORK NORTHERLY FOR 0.3 MILE TO A FORK, TAKE THE LEFT
 RJ1175'FORK AND GO NORTHWEST AND WESTERLY ON MAIN ROAD FOR 0.45 MILE
 RJ1175'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST AND SOUTHWEST
 RJ1175'THROUGH GRAVEL PIT FOR 0.1 MILE TO THE SOUTHWEST EDGE OF GRAVEL
 RJ1175'PIT AND DIM TRACK ROAD LEADING OUT OF THE PIT, FOLLOW THIS ROAD
 RJ1175'SOUTHWEST, SOUTH AND EASTERLY FOLLOWING BLAZED TREES FOR 0.2
 RJ1175'MILE TO THE STATION.
 RJ1175'
 RJ1175'STATION SURFACE MARK IS A STANDARD DISK STAMPED HULBERT 1965 1975,
 RJ1175'SET IN THE TOP A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 RJ1175'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET SOUTH OF THE
 RJ1175'CENTER OF THE TRACK ROAD AND 6 FEET NORTH OF A METAL WITNESS
 RJ1175'POST.  THE UNDERGROUND DISK IS STAMPED HULBERT 1965, SET IN THE
 RJ1175'TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 RJ1175'SURFACE.
 RJ1175'
 RJ1175'REFERENCE MARK 1, A STANDARD DISK STAMPED HULBERT NO 1 1965, IS SET
 RJ1175'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 RJ1175'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 5 FEET SOUTH OF THE
 RJ1175'CENTER OF THE TRACK ROAD AND 2 FEET SOUTHEAST OF A METAL WITNESS
 RJ1175'POST.
 RJ1175'
 RJ1175'REFERENCE MARK 2, A STANDARD DISK STAMPED HULBERT NO 2 1965,
 RJ1175'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 RJ1175'THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET
 RJ1175'SOUTH OF THE CENTER OF THE TRACK ROAD AND 3 FEET EAST OF A METAL
 RJ1175'WITNESS POST.
 RJ1175'
 RJ1175'AZIMUTH MARK, A STANDARD DISK STAMPED HULBERT 1965, IS SET IN THE
 RJ1175'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 3
 RJ1175'INCHES ABOVE THE GROUND SURFACE.  IT IS 86 FEET NORTH OF THE CENTER
 RJ1175'OF THE MAIN ROAD AND 2.6 FEET SOUTHWEST OF A METAL WITNESS
 RJ1175'POST.
 RJ1175'
 RJ1175'HEIGHT OF LIGHT ABOVE STATION MARK 99.2 FEET.
 RJ1175'
 RJ1175'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 RJ1175'3-1/2 MILES NORTHWEST OF HULBERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1780 ***********************************************************************
 NF1780  DESIGNATION -  HUMANE
 NF1780  PID         -  NF1780
 NF1780  STATE/COUNTY-  MI/CALHOUN
 NF1780  USGS QUAD   -  BATTLE CREEK (1985)
 NF1780
 NF1780                         *CURRENT SURVEY CONTROL
 NF1780  ___________________________________________________________________
 NF1780* NAD 83(1994)-  42 16 03.04655(N)    085 14 53.60297(W)     ADJUSTED  
 NF1780* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 NF1780  ___________________________________________________________________
 NF1780  X           -     391,602.261 (meters)                     COMP
 NF1780  Y           -  -4,711,014.840 (meters)                     COMP
 NF1780  Z           -   4,267,819.251 (meters)                     COMP
 NF1780  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 NF1780  ELLIP HEIGHT-         267.52  (meters)          (07/17/02) GPS OBS
 NF1780  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 NF1780
 NF1780  HORZ ORDER  -  FIRST
 NF1780  ELLP ORDER  -  FOURTH    CLASS I
 NF1780
 NF1780.The horizontal coordinates were established by GPS observations
 NF1780.and adjusted by the National Geodetic Survey in February 1997..
 NF1780
 NF1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1780
 NF1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1780
 NF1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1780
 NF1780.The ellipsoidal height was determined by GPS observations
 NF1780.and is referenced to NAD 83.
 NF1780
 NF1780.The geoid height was determined by GEOID03.
 NF1780
 NF1780;                    North         East     Units Scale Factor Converg.
 NF1780;SPC MI S     -    85,634.791 3,927,272.998   MT  0.99996455   -0 35 59.7
 NF1780;SPC MI S     -   280,954.04 12,884,753.93   iFT  0.99996455   -0 35 59.7
 NF1780;UTM  16      - 4,680,964.271   644,470.957   MT  0.99985681   +1 10 42.4
 NF1780
 NF1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1780!SPC MI S     -   0.99995804  x   0.99996455  =   0.99992260
 NF1780!UTM  16      -   0.99995804  x   0.99985681  =   0.99981486
 NF1780
 NF1780                          SUPERSEDED SURVEY CONTROL
 NF1780
 NF1780  ELLIP H (02/03/97)  267.53   (m)                       GP(       ) 4 1
 NF1780  NAD 83(1986)-  42 16 03.04663(N)    085 14 53.61699(W) AD(       ) 1
 NF1780  NGVD 29 (09/14/93)  301.0    (m)          988.     (f) GPS OBS        
 NF1780
 NF1780.Superseded values are not recommended for survey control.
 NF1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1780.See file dsdata.txt to determine how the superseded data were derived.
 NF1780
 NF1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM4447180964(NAD 83)
 NF1780_MARKER: I = METAL ROD
 NF1780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1780_SP_SET: STAINLESS STEEL ROD
 NF1780_STAMPING: HUMANE 1992
 NF1780_MARK LOGO: HOLDEN
 NF1780_PROJECTION: FLUSH
 NF1780_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1780+STABILITY: POSITION/ELEVATION WELL
 NF1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1780+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 NF1780_ROD/PIPE-DEPTH: 8.3  meters
 NF1780
 NF1780  HISTORY     - Date     Condition        Report By
 NF1780  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1780  HISTORY     - 19970308 GOOD             USPSQD
 NF1780  HISTORY     - 20011128 GOOD             NGS
 NF1780  HISTORY     - 20031018 GOOD             USPSQD
 NF1780  HISTORY     - 20050601 GOOD             USPSQD
 NF1780
 NF1780                          STATION DESCRIPTION
 NF1780
 NF1780'DESCRIBED BY HOLDEN GPS 1992
 NF1780'STATION IS LOCATED ABOUT 1 3/4 MILES SOUTHWEST OF GOGUAC LAKE IN THE
 NF1780'SOUTHWEST PART OF THE CITY OF BATTLE CREEK, 0.6 MILES WEST OF THE
 NF1780'HELMER ROAD INTERCHANGE WITH I-94, IN QUAD 420852.  IT CAN BE PLOTTED
 NF1780'ON THE USGS QUADRANGLE MAP BATTLE CREEK IN THE SOUTH 1/2 OF SECTION
 NF1780'28 T2S,R8W, BATTLE CREEK TOWNSHIP.
 NF1780'TO REACH FROM THE I-94 INTERCHANGE WITH HELMER ROAD, GO NORTH 0.25 MI
 NF1780'(0.40 KM) TO WATKINS ROAD, TURN LEFT AND GO WEST 0.5 MI (0.8 KM) TO
 NF1780'THE CALHOUN AREA HUMANE SOCIETY BUILDING, TURN LEFT AND GO SOUTH INTO
 NF1780'THE DRIVE AND THE STATION JUST EAST OF THE PARKING LOT.
 NF1780'STATION IS 12.0 FT (3.7 M) EAST OF THE EASTERLY EDGE OF THE PARKING
 NF1780'LOT, 31.0 FT (9.4 M) SOUTHEAST FROM THE NORTHEAST CORNER OF THE
 NF1780'PARKING LOT, 75 FT (22.9 M) NORTHEAST FROM THE SOUTHEAST CORNER OF
 NF1780'THE PARKING LOT  AND 74 FT (22.6 M) EAST FROM A  LIGHT POLE IN THE
 NF1780'PARKING LOT.
 NF1780'STATION IS GROUND VISIBLE WITH STATION HELMER 1992 IN THE I-94/HELMER
 NF1780'INTERCHANGE 0.5 MI (0.8 KM) TO THE EAST.
 NF1780
 NF1780                          STATION RECOVERY (1997)
 NF1780
 NF1780'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1780'RECOVERED IN GOOD CONDITION.
 NF1780
 NF1780                          STATION RECOVERY (2001)
 NF1780
 NF1780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1780'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1780
 NF1780                          STATION RECOVERY (2003)
 NF1780
 NF1780'RECOVERY NOTE BY US POWER SQUADRON 2003 (HLH)
 NF1780'MARK IS 31' SOUTH FROM NORTHEAST CORNER OF PARKING LOT, AND 74'
 NF1780'SOUTHEAST OF A LIGHT POLE IN THE PARKING LOT.  MARK COVER IS ABOUT 1'
 NF1780'BELOW GROUND LEVEL IN MIDDLE OF A MOWED GRASS.
 NF1780
 NF1780                          STATION RECOVERY (2005)
 NF1780
 NF1780'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0573 ***********************************************************************
 RK0573  DESIGNATION -  HUMBOLT
 RK0573  PID         -  RK0573
 RK0573  STATE/COUNTY-  MI/MARQUETTE
 RK0573  USGS QUAD   -  REPUBLIC (1975)
 RK0573
 RK0573                         *CURRENT SURVEY CONTROL
 RK0573  ___________________________________________________________________
 RK0573* NAD 83(1994)-  46 29 10.58492(N)    087 53 54.64638(W)     ADJUSTED  
 RK0573* NAVD 88     -       546.     (meters)    1791.     (feet)  SCALED    
 RK0573  ___________________________________________________________________
 RK0573  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 RK0573  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 RK0573
 RK0573  HORZ ORDER  -  FIRST
 RK0573
 RK0573.The horizontal coordinates were established by classical geodetic methods
 RK0573.and adjusted by the National Geodetic Survey in February 1997..
 RK0573
 RK0573.The orthometric height was scaled from a topographic map.
 RK0573
 RK0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0573
 RK0573.The geoid height was determined by GEOID03.
 RK0573
 RK0573;                    North         East     Units Scale Factor Converg.
 RK0573;SPC MI N     -   189,663.436 7,931,018.223   MT  0.99990897   -0 38 58.0
 RK0573;SPC MI N     -   622,255.37 26,020,400.99   iFT  0.99990897   -0 38 58.0
 RK0573;UTM  16      - 5,148,470.289   431,038.204   MT  0.99965846   -0 39 05.9
 RK0573
 RK0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0573!SPC MI N     -   0.99991965  x   0.99990897  =   0.99982862
 RK0573!UTM  16      -   0.99991965  x   0.99965846  =   0.99957814
 RK0573
 RK0573|---------------------------------------------------------------------|
 RK0573| PID    Reference Object                     Distance      Geod. Az  |
 RK0573|                                                           dddmmss.s |
 RK0573| CJ3098 HUMBOLT RM 1                         15.787 METERS 06002     |
 RK0573| CJ3097 HUMBOLT AZ MK                                      2001927.9 |
 RK0573| CJ3099 HUMBOLT RM 2                         21.870 METERS 20741     |
 RK0573|---------------------------------------------------------------------|
 RK0573
 RK0573                          SUPERSEDED SURVEY CONTROL
 RK0573
 RK0573  NAD 83(1986)-  46 29 10.57881(N)    087 53 54.64053(W) AD(       ) 1
 RK0573  NAD 27      -  46 29 10.80800(N)    087 53 54.15600(W) AD(       ) 1
 RK0573
 RK0573.Superseded values are not recommended for survey control.
 RK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0573.See file dsdata.txt to determine how the superseded data were derived.
 RK0573
 RK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3103848470(NAD 83)
 RK0573_MARKER: DS = TRIANGULATION STATION DISK
 RK0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0573_STAMPING: HUMBOLT 1955
 RK0573_MARK LOGO: CGS   
 RK0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0573+STABILITY: SURFACE MOTION
 RK0573
 RK0573  HISTORY     - Date     Condition        Report By
 RK0573  HISTORY     - 1955     MONUMENTED       CGS
 RK0573  HISTORY     - 19950207 GOOD             LOCENG
 RK0573
 RK0573                          STATION DESCRIPTION
 RK0573
 RK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0573'THE STATION IS LOCATED IN SECTION 11, T. 47 N., R. 29 W., ON THE
 RK0573'SUMMIT OF A LONE HILL WHICH IS THE HIGHEST HILL IN THE VICINITY.
 RK0573'THE WEST AND SOUTH SIDES OF THIS HILL HAVE BEEN CLEARED OFF FOR
 RK0573'MINING.  IT IS APPROXIMATELY 11 MILES WEST OF ISHPEMING, 8 MILES
 RK0573'NORTHEAST OF REPUBLIC AND 1/2 MILE SOUTH OF THE SMALL VILLAGE OF
 RK0573'HUMBOLT.
 RK0573'
 RK0573'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 95 AND U.S. HIGHWAY 41,
 RK0573'ABOUT 12 MILES WEST OF ISHPEMING, GO SOUTH ON STATE HIGHWAY 95 FOR
 RK0573'0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EASTERLY 0.75 MILE
 RK0573'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY 0.15 MILE TO A
 RK0573'CROSSROAD, TURN LEFT AND GO EASTERLY 0.2 MILE TO A TIN BUILDING ON
 RK0573'THE SOUTHWESTERN SIDE OF THE HILL, PASS TO THE LEFT OF THE
 RK0573'TIN BUILDING AND FOLLOW THE TRACK ROAD ALONG THE SOUTHERN SIDE OF
 RK0573'THE HILL FOR 0.1 MILE TO A DIM TRACK ROAD LEFT AND THE END OF TRUCK
 RK0573'TRAVEL FOR A TWO WHEEL DRIVE VEHICLE.  FROM HERE THE STATION IS
 RK0573'ABOUT 0.1 MILE NORTH ON THE SUMMIT OF THE HILL.  A FOUR WHEEL DRIVE
 RK0573'TRUCK CAN BE DRIVEN TO THE STATION BY GOING NORTHWESTERLY ON THE
 RK0573'TRACK ROAD 0.05 MILE, THEN NORTHEASTERLY THROUGH THE TIMBER
 RK0573'0.05 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 RK0573'
 RK0573'THE STATION MARK, STAMPED HUMBOLT 1955, IS A STANDARD DISK SET IN A
 RK0573'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 16.5 FEET EAST
 RK0573'OF A 12-INCH TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE, 11.5 FEET
 RK0573'NORTH OF A SPLIT-TRUNK TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE
 RK0573'OF THE NORTHERN TRUNK AND 5.5 FEET NORTH OF A WHITE WITNESS POST.
 RK0573'
 RK0573'REFERENCE MARK NO 1, STAMPED HUMBOLT NO 1 1955, IS A STANDARD DISK
 RK0573'SET IN A BEDROCK OUTCROP ABOUT 18 FEET LONG.  THIS OUTCROP FORMS A
 RK0573'20-FOOT CLIFF ON THE EAST SIDE.  THE MARK IS 2 FEET WEST OF THE CLIFF
 RK0573'AND 3 FEET HIGHER THAN THE STATION.
 RK0573'
 RK0573'REFERENCE MARK NO. 2, STAMPED HUMBOLT NO 2 1955, IS A STANDARD DISK
 RK0573'SET IN A BEDROCK OUTCROP 25 FEET LONG AND 12 FEET WIDE ON THE
 RK0573'SOUTHWESTERN EDGE OF THE SUMMIT.  THE MARK IS 6 FEET SOUTH OF THE
 RK0573'NORTH EDGE AND 2 FEET WEST OF THE EAST EDGE OF THE OUTCROPPING
 RK0573'BEDROCK.
 RK0573'
 RK0573'THE AZIMUTH MARK, STAMPED HUMBOLT 1955, IS A STANDARD DISK SET IN A
 RK0573'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 65 YARDS
 RK0573'SOUTHEAST OF AN OVERHEAD GUY WIRE, 27 FEET SOUTHWEST OF THE CENTER
 RK0573'OF THE ROAD, 2 FEET SOUTH OF A WHITE WITNESS POST AND 3 FEET HIGHER
 RK0573'THAN THE SURFACE OF THE ROAD.
 RK0573'
 RK0573'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO WESTERLY
 RK0573'0.1 MILE TO THE TIN BUILDING, CONTINUE WESTERLY 0.2 MILE TO THE
 RK0573'CROSSROAD, TURN LEFT AND GO SOUTHERLY ON THE MAIN TRAVELED ROAD FOR
 RK0573'0.4 MILE TO THE BOTTOM OF A GRADUAL GRADE AND AN OVERHEAD GUY POLE
 RK0573'ON THE LEFT.  CONTINUE SOUTHEASTERLY UP GRADE ABOUT 65 YARDS TO
 RK0573'THE AZIMUTH MARK ON THE RIGHT.  SOME CLEARING WILL BE REQUIRED IN
 RK0573'THE VICINITY OF THE STATION TO SEE THE AZIMUTH MARK FROM THE
 RK0573'GROUND.
 RK0573'
 RK0573'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RK0573
 RK0573                          STATION RECOVERY (1995)
 RK0573
 RK0573'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995
 RK0573'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0603 ***********************************************************************
 RK0603  DESIGNATION -  HURON
 RK0603  PID         -  RK0603
 RK0603  STATE/COUNTY-  MI/MARQUETTE
 RK0603  USGS QUAD   -  HOWE LAKE (1984)
 RK0603
 RK0603                         *CURRENT SURVEY CONTROL
 RK0603  ___________________________________________________________________
 RK0603* NAD 83(1994)-  46 52 39.99402(N)    087 55 12.96190(W)     ADJUSTED  
 RK0603* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 RK0603  ___________________________________________________________________
 RK0603  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 RK0603  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RK0603
 RK0603  HORZ ORDER  -  FIRST
 RK0603
 RK0603.The horizontal coordinates were established by classical geodetic methods
 RK0603.and adjusted by the National Geodetic Survey in February 1997..
 RK0603
 RK0603.The orthometric height was scaled from a topographic map.
 RK0603
 RK0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0603
 RK0603.The geoid height was determined by GEOID03.
 RK0603
 RK0603;                    North         East     Units Scale Factor Converg.
 RK0603;SPC MI N     -   233,197.798 7,929,853.348   MT  0.99995632   -0 39 54.6
 RK0603;SPC MI N     -   765,084.64 26,016,579.23   iFT  0.99995632   -0 39 54.6
 RK0603;UTM  16      - 5,191,993.016   429,876.962   MT  0.99966044   -0 40 18.2
 RK0603
 RK0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0603!SPC MI N     -   0.99993297  x   0.99995632  =   0.99988929
 RK0603!UTM  16      -   0.99993297  x   0.99966044  =   0.99959343
 RK0603
 RK0603|---------------------------------------------------------------------|
 RK0603| PID    Reference Object                     Distance      Geod. Az  |
 RK0603|                                                           dddmmss.s |
 RK0603| CJ3106 HURON RM 1                            7.725 METERS 08301     |
 RK0603| RK0597 IVES                                APPROX. 8.9 KM 1323615.6 |
 RK0603| CJ3107 HURON RM 2                           11.862 METERS 19219     |
 RK0603|---------------------------------------------------------------------|
 RK0603
 RK0603                          SUPERSEDED SURVEY CONTROL
 RK0603
 RK0603  NAD 83(1986)-  46 52 39.98444(N)    087 55 12.95380(W) AD(       ) 1
 RK0603  NAD 27      -  46 52 40.26500(N)    087 55 12.49700(W) AD(       ) 1
 RK0603
 RK0603.Superseded values are not recommended for survey control.
 RK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0603.See file dsdata.txt to determine how the superseded data were derived.
 RK0603
 RK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2987791993(NAD 83)
 RK0603_MARKER: DS = TRIANGULATION STATION DISK
 RK0603_SETTING: 66 = SET IN ROCK OUTCROP
 RK0603
 RK0603  HISTORY     - Date     Condition        Report By
 RK0603  HISTORY     - 1955     MONUMENTED       CGS
 RK0603  HISTORY     - 1977     GOOD             NGS
 RK0603
 RK0603                          STATION DESCRIPTION
 RK0603
 RK0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0603'THE STATION IS LOCATED ABOUT 10 MILES, AIRLINE, NORTHWEST OF BIG
 RK0603'BEND, ABOUT 0.5 MILE NORTHWEST OF MOUNTAIN LAKE, AND ABOUT MIDWAY
 RK0603'BETWEEN ANN LAKE AND RUSH LAKE, IN THE NORTHEAST QUARTER OF SEC.
 RK0603'25, T. 52 N., R. 29 W., ON THE HIGHEST POINT OF A HILL KNOWN LOCALLY
 RK0603'AS HURON MOUNTAIN.  IT IS ON LAND OWNED BY THE HURON MOUNTAIN
 RK0603'CLUB.
 RK0603'
 RK0603'TO REACH FROM THE POST OFFICE IN BIG BAY--GO NORTH FOR 2 BLOCKS TO
 RK0603'END OF PAVED STREET, TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 4.6
 RK0603'MILES TO A CABIN ON LEFT JUST AFTER CROSSING A BRIDGE.  PERMISSION TO
 RK0603'ENTER THE AREA MAY BE OBTAINED AT THIS CABIN.  CONTINUE AHEAD FOR 2.1
 RK0603'MILES, PASS THROUGH A BOARD GATE AND GO NORTH-NORTHWEST FOR 2.7
 RK0603'MILES TO CROSSROAD, TURN LEFT AND GO WESTERLY ON BLADED ROAD FOR
 RK0603'0.6 MILES TO FORKS, TAKE LEFT FORK AND GO 0.2 MILE, PASS THROUGH A
 RK0603'BOARD GATE AND CONTINUE 0.4 MILES TO FORKS, TAKE RIGHT FORK AND GO
 RK0603'0.4 MILE TO BOAT LANDING AT RUSH LAKE.  FROM HERE FOLLOW FOOT PATH
 RK0603'AROUND EAST EDGE OF LAKE AND FOLLOW PATH MARKED BY WOODEN ARROWS
 RK0603'READING HURON MOUNTAIN TO TOP OF THE HILL AND STATION.
 RK0603'
 RK0603'THE STATION MARK, A STANDARD DISK, STAMPED HURON 1955, IS CEMENTED IN
 RK0603'A DRILL HOLE IN A BARE GRANITE OUTCROP ON THE HIGHEST POINT OF THE
 RK0603'HILL AND SURROUNDED BY TREES.
 RK0603'
 RK0603'REFERENCE MARK NO. 1, A STANDARD DISK, STAMPED HURON NO 1 1955, IS
 RK0603'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE AT THE EAST END OF
 RK0603'THE GRANITE OUTCROP.
 RK0603'
 RK0603'REFERENCE MARK NO. 2, A STANDARD DISK, STAMPED HURON NO 2 1955, IS
 RK0603'CEMENTED IN A DRILL HOLE FLUSH WITH THE SURFACE OF A GRANITE OUTCROP
 RK0603'APPROXIMATELY 2 FEET LOWER THAN THE STATION.
 RK0603'
 RK0603'THE APEX OF THE ROOF OF THE PANORAMA LOOKOUT TOWER WAS USED FOR AN
 RK0603'AZIMUTH.
 RK0603'
 RK0603'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RK0603
 RK0603                          STATION RECOVERY (1977)
 RK0603
 RK0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0603'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RK0603'CONDITION, PANORAMA LOOKOUT TOWER IS NO LONGER V.G. FROM THE GROUND.
 RK0603'IT WOULD REQUIRE A 25 FOOT STAND TO CLEAR THE TREES IN THE AREA,
 RK0603'THERE MIGHT BE AN ISOLATED TREE THAT WOULD REQUIRE TRIMMING.  A NEW
 RK0603'TO REACH FOLLOWS.
 RK0603'
 RK0603'TO REACH FROM THE COMMUNITY UNITED PRESBYTERIAN CHURCH IN BIG BAY, GO
 RK0603'WEST-NORTHWEST FOR 4.75 MILE TO A GUARD HOUSE ON THE LEFT AND A
 RK0603'LOCKED GATE.  PASS THROUGH GATE AND FOLLOW THE HURON MOUNTAIN CLUB
 RK0603'ROAD FOR 0.4 MILE TO A FORK AND SIGN (IVES LAKE, HURON CLUB, CONWAY
 RK0603'LAKE).  KEEP RIGHT FORK AND GO FOR 4.4 MILES TO A WOODEN BRIDGE,
 RK0603'CONTINUE CROSSING BRIDGE FOR 0.2 MILE TO A DOUBLE SIDE ROAD
 RK0603'LEFT.  TURN RIGHT ON THE SECOND ROAD AND GO FOR 0.5 MILE TO A FORK.
 RK0603'KEEP LEFT FORK AND GO FOR 0.15 MILES TO A FORK.  KEEP LEFT FORK AND
 RK0603'GO FOR 0.25 MILE TO A LOCKED GATE.  (INFORMATION TO REQUIRE KEY MAY
 RK0603'BE OBTAINED AT GUARD GATE), CONTINUE AHEAD FOR 0.4 MILE TO A
 RK0603'FORK.  TAKE THE RIGHT FORK AND GO FOR 0.4 MILE TO THE END OF ROAD AND
 RK0603'A BOAT HOUSE AHEAD, RUSH LAKE.  BEAR LEFT AROUND LAKE ON WELL MARKED
 RK0603'TRAIL WITH METAL TAGS ON TREES MARKED (HURON MTN), ABOUT A 2 MILE
 RK0603'PACK.
 RK0603'
 RK0603'STATION IS ON THE PROPERTY OF THE HURON MTN. CLUB.
 RK0603'
 RK0603'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 10 MILES
 RK0603'NORTHWEST OF BIG BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0859 ***********************************************************************
 OJ0859  DESIGNATION -  HURON
 OJ0859  PID         -  OJ0859
 OJ0859  STATE/COUNTY-  MI/HURON
 OJ0859  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0859
 OJ0859                         *CURRENT SURVEY CONTROL
 OJ0859  ___________________________________________________________________
 OJ0859* NAD 83(1994)-  43 50 45.92285(N)    082 38 44.59910(W)     ADJUSTED  
 OJ0859* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 OJ0859  ___________________________________________________________________
 OJ0859  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 OJ0859  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0859
 OJ0859  HORZ ORDER  -  THIRD
 OJ0859
 OJ0859.The horizontal coordinates were established by classical geodetic methods
 OJ0859.and adjusted by the National Geodetic Survey in February 1997..
 OJ0859
 OJ0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0859
 OJ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0859
 OJ0859.The geoid height was determined by GEOID03.
 OJ0859
 OJ0859;                    North         East     Units Scale Factor Converg.
 OJ0859;SPC MI S     -   262,028.565 4,138,383.716   MT  1.00004780   +1 10 16.2
 OJ0859;SPC MI S     -   859,673.77 13,577,374.40   iFT  1.00004780   +1 10 16.2
 OJ0859;UTM  17      - 4,856,094.840   367,714.337   MT  0.99981524   -1 08 24.7
 OJ0859
 OJ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0859!SPC MI S     -   0.99997771  x   1.00004780  =   1.00002551
 OJ0859!UTM  17      -   0.99997771  x   0.99981524  =   0.99979295
 OJ0859
 OJ0859:                Primary Azimuth Mark                     Grid Az
 OJ0859:SPC MI S     -  US COAST GUARD R MAST                    025 22 52.9
 OJ0859:UTM  17      -  US COAST GUARD R MAST                    027 41 33.8
 OJ0859
 OJ0859|---------------------------------------------------------------------|
 OJ0859| PID    Reference Object                     Distance      Geod. Az  |
 OJ0859|                                                           dddmmss.s |
 OJ0859| OJ0863 US COAST GUARD R MAST               418.920 METERS 0263309.1 |
 OJ0859| OJ0864 US COAST GUARD LOOKOUT TR           415.946 METERS 0264500.0 |
 OJ0859| OJ0856 HARBOR BEACH LIGHT                  APPROX. 1.2 KM 0922109.8 |
 OJ0859| OJ0858 HURON A POINT                       241.312 METERS 09601     |
 OJ0859| OJ0860 OUR LADY OF LAKE HURON              APPROX. 0.9 KM 2194959.1 |
 OJ0859|---------------------------------------------------------------------|
 OJ0859
 OJ0859                          SUPERSEDED SURVEY CONTROL
 OJ0859
 OJ0859  NAD 83(1986)-  43 50 45.90814(N)    082 38 44.62346(W) AD(       ) 3
 OJ0859  NAD 27      -  43 50 45.85147(N)    082 38 44.88422(W) AD(       ) 3
 OJ0859  NGVD 29 (07/19/86)  177.4    (m)          582.     (f) VERT ANG       
 OJ0859
 OJ0859.Superseded values are not recommended for survey control.
 OJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0859.See file dsdata.txt to determine how the superseded data were derived.
 OJ0859
 OJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6771456095(NAD 83)
 OJ0859_MARKER: DB = BENCH MARK DISK
 OJ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0859_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0859+STABILITY: SURFACE MOTION
 OJ0859
 OJ0859  HISTORY     - Date     Condition        Report By
 OJ0859  HISTORY     - 1980     MONUMENTED       NOS
 OJ0859
 OJ0859                          STATION DESCRIPTION
 OJ0859
 OJ0859'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0859'THE STATION IS LOCATED IN HARBOR BEACH, MICHIGAN APPROXIMATELY
 OJ0859'0.24 KILOMETER(0.15 MILE) WEST OF THE HERCULES INCORPORATED DOCK.
 OJ0859'NEAR THE SHORELINE OF THE HARBOR.
 OJ0859'
 OJ0859'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND COUNTY
 OJ0859'ROAD 142 IN HARBOR BEACH GO EAST ON COUNTY ROAD 142(STATE STREET)
 OJ0859'THROUGH THE GATE AT THE HERCULES INC. PROPERTY AND CONTINUE
 OJ0859'ON TO THE EASTERLY END OF THE DOCK AND THE AREA OF THE STATION.
 OJ0859'
 OJ0859'THE STATION IS A STANDARD USLS DISK
 OJ0859'STAMPED---BM HURON ECC EN RCH 1941---,
 OJ0859'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 55 CM IN DIAMETER
 OJ0859'FLUSH WITH GROUND.  IT IS LOCATED
 OJ0859'0.56 METER (1.85 FT) SOUTHEAST FROM A STANDARD NOS WITNESS POST
 OJ0859'SIGN,
 OJ0859'0.19 METER (0.63 FT) SOUTH FROM A IRON ROD IN A 3 1/2 INCH PIPE
 OJ0859'LOCATED IN THE CENTER OF THE CONCRETE MONUMENT.
 OJ0859'THE IRON ROD IS THE ACTUAL BENCH MARK.  THE STATION BM HURON IS
 OJ0859'NOT LOCATED IN THE CENTER OF THE MONUMENT.
 OJ0859'
 OJ0859'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.34 METERS.
 OJ0859'
 OJ0859'DESCRIBED BY B DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1419 ***********************************************************************
 NE1419  DESIGNATION -  HURON 2
 NE1419  PID         -  NE1419
 NE1419  STATE/COUNTY-  MI/WAYNE
 NE1419  USGS QUAD   -  FLAT ROCK (1973)
 NE1419
 NE1419                         *CURRENT SURVEY CONTROL
 NE1419  ___________________________________________________________________
 NE1419* NAD 83(1994)-  42 07 11.12988(N)    083 19 21.11816(W)     ADJUSTED  
 NE1419* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 NE1419  ___________________________________________________________________
 NE1419  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 NE1419  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE1419
 NE1419  HORZ ORDER  -  THIRD
 NE1419
 NE1419.The horizontal coordinates were established by classical geodetic methods
 NE1419.and adjusted by the National Geodetic Survey in February 1997..
 NE1419.No horizontal observational check was made to the station.
 NE1419
 NE1419.The orthometric height was scaled from a topographic map.
 NE1419
 NE1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1419
 NE1419.The geoid height was determined by GEOID03.
 NE1419
 NE1419;                    North         East     Units Scale Factor Converg.
 NE1419;SPC MI S     -    69,377.629 4,086,342.279   MT  0.99999538   +0 42 38.0
 NE1419;SPC MI S     -   227,616.89 13,406,634.77   iFT  0.99999538   +0 42 38.0
 NE1419;UTM  17      - 4,665,683.545   308,009.061   MT  1.00005357   -1 33 29.4
 NE1419
 NE1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1419!SPC MI S     -   0.99997615  x   0.99999538  =   0.99997153
 NE1419!UTM  17      -   0.99997615  x   1.00005357  =   1.00002972
 NE1419
 NE1419|---------------------------------------------------------------------|
 NE1419| PID    Reference Object                     Distance      Geod. Az  |
 NE1419|                                                           dddmmss.s |
 NE1419| CH0308 HURON 2 RM 4                         27.111 METERS 08313     |
 NE1419| NE1418 HURON                                32.874 METERS 19442     |
 NE1419| CH0307 HURON RM 3                                         25704     |
 NE1419| CH0309 HURON 2 RM 5                         81.191 METERS 27312     |
 NE1419| CH0310 HURON 2 RM 6                         26.940 METERS 27813     |
 NE1419|---------------------------------------------------------------------|
 NE1419
 NE1419                          SUPERSEDED SURVEY CONTROL
 NE1419
 NE1419  NAD 83(1986)-  42 07 11.13960(N)    083 19 21.14469(W) AD(       ) 3
 NE1419  NAD 27      -  42 07 10.98460(N)    083 19 21.39500(W) AD(       ) 3
 NE1419
 NE1419.Superseded values are not recommended for survey control.
 NE1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1419.See file dsdata.txt to determine how the superseded data were derived.
 NE1419
 NE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0800965684(NAD 83)
 NE1419_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1419_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 NE1419_SP_SET: PREFAB CONC. POST IN EARTH
 NE1419_STAMPING: HURON 2 1959
 NE1419_MARK LOGO: CGS   
 NE1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1419+STABILITY: POSITION/ELEVATION WELL
 NE1419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1419+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1989
 NE1419
 NE1419  HISTORY     - Date     Condition        Report By
 NE1419  HISTORY     - 1959     MONUMENTED       CGS
 NE1419  HISTORY     - 1959     GOOD             CGS
 NE1419  HISTORY     - 1980     GOOD             MIDH
 NE1419  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE1419  HISTORY     - 19890321 GOOD             NGS
 NE1419
 NE1419                          STATION DESCRIPTION
 NE1419
 NE1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (WER)
 NE1419'THE STATION IS ABOUT 11.5 MILES SOUTH OF INKSTER, 2.0 MILES NORTHWEST
 NE1419'OF FLAT ROCK, ON A 60-FOOT
 NE1419'WIDE STRIP OF LAND WHICH IS NORTH OF THE NEW BENNETT SCHOOL AND
 NE1419'ABOUT 275 FEET EAST OF THE CENTERLINE
 NE1419'OF MIDDLE BELT ROAD.  THERE ARE TWO PROPERTY
 NE1419'OWNERS BUT THEY COULD NOT BE CONTACTED FOR PERMISSION TO
 NE1419'ESTABLISH THIS STATION.  ONE
 NE1419'OF THE OWNERS IS MR. ALBERT A MC DONELL, 23225 FLORENCE AVE.,
 NE1419'DETROIT, MICHIGAN.  THE OTHER
 NE1419'PROPERTY OWNER IS NOT KNOWN.
 NE1419'
 NE1419'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAYS 24 AND 25 WITH
 NE1419'STATE HIGHWAY M 56 IN FLAT
 NE1419'ROCK, GO NORTHWEST ON HIGHWAY M 56 (HURON RIVER DRIVE) FOR 2.1 MILE
 NE1419'TO MIDDLE BELT ROAD ON THE
 NE1419'RIGHT.  TURN RIGHT AND GO NORTHERLY ON MIDDLE BELT ROAD
 NE1419'FOR 0.15 MILE TO REFERENCE MARK NO. 5 NEAR
 NE1419'THE SOUTHWEST CORNER OF A CYCLONE FENCE
 NE1419'AROUND A PUMPING STATION.  TURN RIGHT AND GO EAST ALONG THE
 NE1419'SOUTH SIDE OF THE FENCE FOR
 NE1419'ABOUT 275 FEET TO THE STATION ON THE RIGHT.
 NE1419'
 NE1419'STATION MARKS ARE STANDARD DISKS STAMPED HURON 2 1959.  THE SURFACE
 NE1419'DISK IS SET IN A SQUARE
 NE1419'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 27 FEET SOUTHEAST OF A
 NE1419'12-INCH POPLAR TREE, 12.5 FEET
 NE1419'SOUTH OF THE CYCLONE FENCE AND APPROXIMATELY 50 FEET
 NE1419'NORTH OF THE NORTH SIDE OF THE DRIVE LEADING TO
 NE1419'THE NEW SCHOOL BUILDING.  A STANDARD
 NE1419'METAL WITNESS POST WAS SET 12.2 FEET NORTH OF THE MARK.  THE
 NE1419'UNDERGROUND DISK IS SET IN AN
 NE1419'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE SURFACE OF THE GROUND.
 NE1419'
 NE1419'REFERENCE MARK NO. 4 A STANDARD DISK STAMPED HURON 2 NO 4 1959, IS
 NE1419'SET IN A SQUARE CONCRETE
 NE1419'POST WHICH PROJECTS 3 INCHES.  IT IS 65 FEET WEST OF THE WEST EDGE
 NE1419'OF A SMALL DRAINAGE DITCH AND 1
 NE1419'FOOT SOUTH OF THE CYCLONE FENCE.
 NE1419'
 NE1419'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED HURON 2 NO 5 1959, IS
 NE1419'SET IN A SQUARE CONCRETE
 NE1419'POST WHICH PROJECTS 3 INCHES.  IT IS 1 FOOT SOUTH OF THE CYCLONE
 NE1419'FENCE, 11.0 FEET EAST OF THE
 NE1419'SOUTHWEST CORNER OF THE CYCLONE FENCE AND 46.5 FEET
 NE1419'EAST OF THE CENTERLINE OF MIDDLE BELT ROAD.  A
 NE1419'STANDARD METAL WITNESS POST WAS SET
 NE1419'5.9 FEET WEST OF THE MARK.
 NE1419'
 NE1419'REFERENCE MARK NO. 6, A STANDARD DISK STAMPED HURON 2 NO 6 1959, IS
 NE1419'SET IN A SQUARE CONCRETE
 NE1419'POST WHICH PROJECTS 2 INCHES.  IT IS 1 FOOT SOUTH OF THE CYCLONE
 NE1419'FENCE.
 NE1419'
 NE1419'NOTE- A TRAVERSE CONNECTION WAS MADE TO R.M. NO. 5, DISTANCE BEING
 NE1419'81.191 METERS (266.37
 NE1419'FEET) WEST OF STATION HURON 2 1959.
 NE1419
 NE1419                          STATION RECOVERY (1959)
 NE1419
 NE1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 NE1419'RECOVERED IN GOOD CONDITION.
 NE1419
 NE1419                          STATION RECOVERY (1980)
 NE1419
 NE1419'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1419'THE STATION AND REFERENCE MARKS 4, 5, AND 6 WERE ALL FOUND IN GOOD
 NE1419'CONDITION. THE DIRECTIONS AND DISTANCES WERE NOT CHECKED.  THE TO
 NE1419'REACH AND DESCRIPTION ARE ADEQUATE.
 NE1419
 NE1419                          STATION RECOVERY (1989)
 NE1419
 NE1419'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE1419'MARK NOT FOUND.
 NE1419
 NE1419                          STATION RECOVERY (1989)
 NE1419
 NE1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NE1419'STATION IS LOCATED IN QUAD. 420832, 18.5 KM (11.5 MI) SOUTH OF
 NE1419'INKSTER, 3.2 KM (2.0 MI) NORTHWEST OF FLAT ROCK, ON A 60 FOOT STRIP
 NE1419'OF LAND WHICH IS ALONG THE NORTH SIDE OF THE FRANK W. BROWN
 NE1419'ELEMENTARY SCHOOLAND ON PROPERTY OF SAME.  AREA WILL BE A PARKING LOT
 NE1419'IN NEAR FUTURE, BUT STATION IS TO BE PRESERVED.  THE PRINCIPAL OF THE
 NE1419'SCHOOL, MR. GARY HOLTAN, (PHONE NO. (313) 782-2716) WAS THE CONTACT
 NE1419'FOR THIS STATION.
 NE1419'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND 25 WITH STATE
 NE1419'HIGHWAY M-56 IN FLATROCK, GO NORTHWEST ON HIGHWAY M-56 (HURON RIVER
 NE1419'DRIVE) FOR 3.4 KM (2.1 MI) TO MIDDLE BELT ROAD ON THE RIGHT.  TURN
 NE1419'RIGHT AND GO NORTHERLY ON MIDDLE BELT ROAD FOR 0.24 KM (0.15 MI) TO
 NE1419'THE NORTH ENTRANCE ROAD FOR THE FRANK W. BROWN ELEMENTARY SCHOOL ON
 NE1419'THE RIGHT.  TURN RIGHT INTO PARKING AREA AND GO EASTERLY FOR ABOUT 84
 NE1419'M (275.6 FT) TO STATION ON LEFT AS DESCRIBED.
 NE1419'STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS IN THE MIDDLE OF
 NE1419'THREE CARSONITE WITNESS POSTS SET 1 FOOT AWAY, 3.81 M (12.50 FT)
 NE1419'SOUTH FROM THE CHAIN LINK FENCE ALONG THE NORTH SIDE OF PARKING AREA,
 NE1419'26.940 M (88.386 FT) EAST FROM HURON 2 NO 6 1959, 27.111 M
 NE1419'(88.947 FT) WEST FROM HURON 2 NO 4 1959 AND 81.191 M (266.374 FT)
 NE1419'EAST FROM HURON 2 NO 5 1959.
 NE1419'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0858 ***********************************************************************
 OJ0858  DESIGNATION -  HURON A POINT
 OJ0858  PID         -  OJ0858
 OJ0858  STATE/COUNTY-  MI/HURON
 OJ0858  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0858
 OJ0858                         *CURRENT SURVEY CONTROL
 OJ0858  ___________________________________________________________________
 OJ0858* NAD 83(1994)-  43 50 45.10250(N)    082 38 33.85551(W)     ADJUSTED  
 OJ0858* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 OJ0858  ___________________________________________________________________
 OJ0858  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 OJ0858  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0858
 OJ0858  HORZ ORDER  -  THIRD
 OJ0858
 OJ0858.The horizontal coordinates were established by classical geodetic methods
 OJ0858.and adjusted by the National Geodetic Survey in February 1997..
 OJ0858
 OJ0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0858
 OJ0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0858
 OJ0858.The geoid height was determined by GEOID03.
 OJ0858
 OJ0858;                    North         East     Units Scale Factor Converg.
 OJ0858;SPC MI S     -   262,008.160 4,138,624.176   MT  1.00004774   +1 10 23.5
 OJ0858;SPC MI S     -   859,606.82 13,578,163.31   iFT  1.00004774   +1 10 23.5
 OJ0858;UTM  17      - 4,856,064.761   367,953.722   MT  0.99981446   -1 08 17.2
 OJ0858
 OJ0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0858!SPC MI S     -   0.99997754  x   1.00004774  =   1.00002528
 OJ0858!UTM  17      -   0.99997754  x   0.99981446  =   0.99979200
 OJ0858
 OJ0858:                Primary Azimuth Mark                     Grid Az
 OJ0858:SPC MI S     -  HARBOR BEACH LIGHT                       090 13 01.9
 OJ0858:UTM  17      -  HARBOR BEACH LIGHT                       092 31 42.6
 OJ0858
 OJ0858|---------------------------------------------------------------------|
 OJ0858| PID    Reference Object                     Distance      Geod. Az  |
 OJ0858|                                                           dddmmss.s |
 OJ0858| OJ0856 HARBOR BEACH LIGHT                  APPROX. 0.9 KM 0912325.4 |
 OJ0858| OJ0860 OUR LADY OF LAKE HURON              APPROX. 1.0 KM 2311053.6 |
 OJ0858| OJ0861 HARBOR BEACH METHODIST CH SP        APPROX. 0.9 KM 2375651.3 |
 OJ0858| OJ0862 HARBOR BEACH BAPTIST CH SP          APPROX. 0.9 KM 2490559.7 |
 OJ0858| OJ0859 HURON                               241.312 METERS 27601     |
 OJ0858|---------------------------------------------------------------------|
 OJ0858
 OJ0858                          SUPERSEDED SURVEY CONTROL
 OJ0858
 OJ0858  NAD 83(1986)-  43 50 45.08780(N)    082 38 33.87988(W) AD(       ) 3
 OJ0858  NAD 27      -  43 50 45.03085(N)    082 38 34.14106(W) AD(       ) 3
 OJ0858  NGVD 29 (07/19/86)  178.5    (m)          586.     (f) VERT ANG       
 OJ0858
 OJ0858.Superseded values are not recommended for survey control.
 OJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0858.See file dsdata.txt to determine how the superseded data were derived.
 OJ0858
 OJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6795456065(NAD 83)
 OJ0858_MARKER: Z = SEE DESCRIPTION
 OJ0858_SETTING: 0 = UNSPECIFIED SETTING
 OJ0858_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0858
 OJ0858  HISTORY     - Date     Condition        Report By
 OJ0858  HISTORY     - 1980     MONUMENTED       NOS
 OJ0858
 OJ0858                          STATION DESCRIPTION
 OJ0858
 OJ0858'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0858'THE STATION IS LOCATED IN HARBOR BEACH, MICHIGAN NEAR THE EXTREME
 OJ0858'NORTHEASTERLY END OF THE HERCULES INCORPORATED DOCK.
 OJ0858'
 OJ0858'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND
 OJ0858'COUNTY ROAD 142(STATE STREET) IN HARBOR BEACH GO EAST
 OJ0858'ON STATE STREET THROUGH THE GATE AT THE HERCULES INC.
 OJ0858'PLANT AND CONTINUE ON TO THE EXTREME EASTERLY END OF THE
 OJ0858'DOCK AND THE AREA OF THE STATION.
 OJ0858'
 OJ0858'THE STATION IS A SMALL DRILL HOLE ON THE TOP OF A CONCRETE
 OJ0858'FILLED MOORING POST 2 1/2 FEET ABOVE THE GROUND.  THE MOORING POST
 OJ0858'IS 1.3 FEET IN DIAMETER.
 OJ0858'
 OJ0858'THE STATION IS 17.86 METERS(58.6 FEET) SOUTHEAST OF THE INSIDE
 OJ0858'EDGE OF THE CONCRETE DOCKLINE,
 OJ0858'4.77 METERS(15.65 FEET) SOUTHWEST OF THE INSIDE EDGE OF THE
 OJ0858'NORTHEAST END OF THE CONCRETE AND STEELPILE DOCKLINE.
 OJ0858'
 OJ0858'DESCRIBED BY B DECROIX.
 OJ0858'
 OJ0858'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 0.78 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0599 ***********************************************************************
 RK0599  DESIGNATION -  HURON ISLAND LIGHTHOUSE
 RK0599  PID         -  RK0599
 RK0599  STATE/COUNTY-  MI/MARQUETTE
 RK0599  USGS QUAD   -  HOWE LAKE (1984)
 RK0599
 RK0599                         *CURRENT SURVEY CONTROL
 RK0599  ___________________________________________________________________
 RK0599* NAD 83(1994)-  46 57 47.31747(N)    087 59 56.16986(W)     ADJUSTED  
 RK0599* NAVD 88     -                                                        
 RK0599  ___________________________________________________________________
 RK0599  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 RK0599  GEOID HEIGHT-         -35.75  (meters)                     GEOID03
 RK0599
 RK0599  HORZ ORDER  -  THIRD
 RK0599
 RK0599.The horizontal coordinates were established by classical geodetic methods
 RK0599.and adjusted by the National Geodetic Survey in February 1997..
 RK0599
 RK0599
 RK0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0599
 RK0599.The geoid height was determined by GEOID03.
 RK0599
 RK0599;                    North         East     Units Scale Factor Converg.
 RK0599;SPC MI N     -   242,759.555 7,923,976.764   MT  0.99997288   -0 43 19.3
 RK0599;SPC MI N     -   796,455.23 25,997,299.09   iFT  0.99997288   -0 43 19.3
 RK0599;UTM  16      - 5,201,552.669   424,003.360   MT  0.99967098   -0 43 48.6
 RK0599
 RK0599                          SUPERSEDED SURVEY CONTROL
 RK0599
 RK0599  NAD 83(1986)-  46 57 47.30617(N)    087 59 56.15333(W) AD(       ) 4
 RK0599  NAD 27      -  46 57 47.55700(N)    087 59 55.73400(W) AD(       ) 3
 RK0599
 RK0599.Superseded values are not recommended for survey control.
 RK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0599.See file dsdata.txt to determine how the superseded data were derived.
 RK0599
 RK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT2400301553(NAD 83)
 RK0599_MARKER: 13 = LIGHTHOUSE
 RK0599
 RK0599  HISTORY     - Date     Condition        Report By
 RK0599  HISTORY     - 1939     FIRST OBSERVED   CGS
 RK0599
 RK0599                          STATION DESCRIPTION
 RK0599
 RK0599'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0602 ***********************************************************************
 RK0602  DESIGNATION -  HURON MOUNTAINS USLS 1871
 RK0602  PID         -  RK0602
 RK0602  STATE/COUNTY-  MI/MARQUETTE
 RK0602  USGS QUAD   -  HOWE LAKE (1984)
 RK0602
 RK0602                         *CURRENT SURVEY CONTROL
 RK0602  ___________________________________________________________________
 RK0602* NAD 83(1994)-  46 52 41.97828(N)    087 55 17.41629(W)     ADJUSTED  
 RK0602* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 RK0602  ___________________________________________________________________
 RK0602  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 RK0602  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RK0602
 RK0602  HORZ ORDER  -  FIRST
 RK0602
 RK0602.The horizontal coordinates were established by classical geodetic methods
 RK0602.and adjusted by the National Geodetic Survey in February 1997..
 RK0602
 RK0602.The orthometric height was scaled from a topographic map.
 RK0602
 RK0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0602
 RK0602.The geoid height was determined by GEOID03.
 RK0602
 RK0602;                    North         East     Units Scale Factor Converg.
 RK0602;SPC MI N     -   233,260.161 7,929,759.750   MT  0.99995642   -0 39 57.8
 RK0602;SPC MI N     -   765,289.24 26,016,272.15   iFT  0.99995642   -0 39 57.8
 RK0602;UTM  16      - 5,192,055.371   429,783.399   MT  0.99966060   -0 40 21.5
 RK0602
 RK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0602!SPC MI N     -   0.99993297  x   0.99995642  =   0.99988939
 RK0602!UTM  16      -   0.99993297  x   0.99966060  =   0.99959359
 RK0602
 RK0602|---------------------------------------------------------------------|
 RK0602| PID    Reference Object                     Distance      Geod. Az  |
 RK0602|                                                           dddmmss.s |
 RK0602| RK0600 HURON MTNS LAT STA USLS 1866         29.730 METERS 21630     |
 RK0602| RL1538 CREBASSA USLS 1871                  APPROX.38.6 KM 2874633.9 |
 RK0602|---------------------------------------------------------------------|
 RK0602
 RK0602                          SUPERSEDED SURVEY CONTROL
 RK0602
 RK0602  NAD 83(1986)-  46 52 41.97079(N)    087 55 17.39938(W) AD(       ) 1
 RK0602  NAD 27      -  46 52 42.24900(N)    087 55 16.93400(W) AD(       ) 1
 RK0602
 RK0602.Superseded values are not recommended for survey control.
 RK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0602.See file dsdata.txt to determine how the superseded data were derived.
 RK0602
 RK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2978392055(NAD 83)
 RK0602
 RK0602  HISTORY     - Date     Condition        Report By
 RK0602  HISTORY     - 1871     MONUMENTED       COASUR
 RK0602  HISTORY     - 1872     GOOD             CGS
 RK0602  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0602
 RK0602                          STATION DESCRIPTION
 RK0602
 RK0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 RK0602'ABOUT 3 MILES SOUTHWEST OF MOUTH OF PINE RIVER, ON ONE OF HURON
 RK0602'MOUNTAINS, NEAR NORTH END OF MOUNTAIN LAKE.  MARKED BY STONE POST.
 RK0602'HURON MOUNTAINS (U.S.L.S.) LATITUDE STATION IS DISTANT 29.73 METERS
 RK0602'(97.5 FEET) FROM STATION S 36 DEG 30 MIN W.
 RK0602
 RK0602                          STATION RECOVERY (1955)
 RK0602
 RK0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0602'A NEW TRIANGULATION STATION HURON 1955 WAS ESTABLISHED IN WHAT WAS
 RK0602'THE BELIEVED TO BE THE IMMEDIATE VICINITY OF THE OLD STATION HURON
 RK0602'MTS AND WHEN THE O-PARTY OCCUPIED THE STATION A SEARCH OF THE AREA
 RK0602'FAILED TO LOCATE THE OLD MARK.  HOWEVER, WHEN THE GEOGRAPHIC
 RK0602'POSITION OF THE NEW STATION WAS DETERMINED, IT SHOWED THE OLD MARK TO
 RK0602'BE APPROXIMATELY 59.5 METERS NORTH AND 99.0 METERS WEST OF THE
 RK0602'NEW MARK.  TIME PROHIBITED ANY FURTHER INVESTIGATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0600 ***********************************************************************
 RK0600  DESIGNATION -  HURON MTNS LAT STA USLS 1866
 RK0600  PID         -  RK0600
 RK0600  STATE/COUNTY-  MI/MARQUETTE
 RK0600  USGS QUAD   -  HOWE LAKE (1984)
 RK0600
 RK0600                         *CURRENT SURVEY CONTROL
 RK0600  ___________________________________________________________________
 RK0600* NAD 83(1994)-  46 52 41.20429(N)    087 55 18.25132(W)     ADJUSTED  
 RK0600* NAVD 88     -       463.     (meters)    1519.     (feet)  SCALED    
 RK0600  ___________________________________________________________________
 RK0600  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 RK0600  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RK0600
 RK0600  HORZ ORDER  -  SECOND
 RK0600
 RK0600.The horizontal coordinates were established by classical geodetic methods
 RK0600.and adjusted by the National Geodetic Survey in February 1997..
 RK0600.No horizontal observational check was made to the station.
 RK0600
 RK0600.The orthometric height was scaled from a topographic map.
 RK0600
 RK0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0600
 RK0600.The geoid height was determined by GEOID03.
 RK0600
 RK0600;                    North         East     Units Scale Factor Converg.
 RK0600;SPC MI N     -   233,236.468 7,929,741.793   MT  0.99995638   -0 39 58.4
 RK0600;SPC MI N     -   765,211.51 26,016,213.23   iFT  0.99995638   -0 39 58.4
 RK0600;UTM  16      - 5,192,031.687   429,765.444   MT  0.99966063   -0 40 22.1
 RK0600
 RK0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0600!SPC MI N     -   0.99993297  x   0.99995638  =   0.99988935
 RK0600!UTM  16      -   0.99993297  x   0.99966063  =   0.99959362
 RK0600
 RK0600                          SUPERSEDED SURVEY CONTROL
 RK0600
 RK0600  NAD 83(1986)-  46 52 41.19681(N)    087 55 18.23440(W) AD(       ) 2
 RK0600  NAD 27      -  46 52 41.47500(N)    087 55 17.76900(W) AD(       ) 2
 RK0600
 RK0600.Superseded values are not recommended for survey control.
 RK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0600.See file dsdata.txt to determine how the superseded data were derived.
 RK0600
 RK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2976592032(NAD 83)
 RK0600
 RK0600  HISTORY     - Date     Condition        Report By
 RK0600  HISTORY     - 1866     MONUMENTED       COASUR
 RK0600  HISTORY     - 1872     GOOD             CGS
 RK0600
 RK0600                          STATION DESCRIPTION
 RK0600
 RK0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 RK0600'ABOUT 3 MILES SOUTHWEST OF MOUTH OF PINE RIVER, ON ONE OF HURON
 RK0600'MOUNTAINS, NEAR NORTH END OF MOUNTAIN LAKE.  MARKED BY STONE POST,
 RK0600'23.90 METERS (78.4 FEET) OR 0.77 DEG OF LATITUDE SOUTH AND 17.68
 RK0600'METERS (58.0 FEET) WEST OF STATION HURON MOUNTAINS (U. S. L. S.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0558 ***********************************************************************
 QK0558  DESIGNATION -  HURON POINT USLS 1916
 QK0558  PID         -  QK0558
 QK0558  STATE/COUNTY-  MI/CHIPPEWA
 QK0558  USGS QUAD   -  ALBANY ISLAND (1976)
 QK0558
 QK0558                         *CURRENT SURVEY CONTROL
 QK0558  ___________________________________________________________________
 QK0558* NAD 83(1994)-  45 57 56.13728(N)    084 04 09.88100(W)     ADJUSTED  
 QK0558* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0558  ___________________________________________________________________
 QK0558  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 QK0558  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 QK0558
 QK0558  HORZ ORDER  -  FIRST
 QK0558
 QK0558.The horizontal coordinates were established by classical geodetic methods
 QK0558.and adjusted by the National Geodetic Survey in February 1997..
 QK0558
 QK0558.The orthometric height was scaled from a topographic map.
 QK0558
 QK0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0558
 QK0558.The geoid height was determined by GEOID03.
 QK0558
 QK0558;                    North         East     Units Scale Factor Converg.
 QK0558;SPC MI N     -   135,599.389 8,227,083.439   MT  0.99991832   +2 07 05.5
 QK0558;SPC MI N     -   444,879.89 26,991,743.57   iFT  0.99991832   +2 07 05.5
 QK0558;UTM  16      - 5,094,401.217   727,059.647   MT  1.00023385   +2 06 27.9
 QK0558;UTM  17      - 5,094,806.457   262,184.808   MT  1.00029533   -2 12 27.7
 QK0558
 QK0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0558!SPC MI N     -   0.99997782  x   0.99991832  =   0.99989614
 QK0558!UTM  16      -   0.99997782  x   1.00023385  =   1.00021167
 QK0558!UTM  17      -   0.99997782  x   1.00029533  =   1.00027315
 QK0558
 QK0558:                Primary Azimuth Mark                     Grid Az
 QK0558:SPC MI N     -  ST VITAL USLS 1905                       108 02 01.9
 QK0558:UTM  16      -  ST VITAL USLS 1905                       108 02 39.5
 QK0558:UTM  17      -  ST VITAL USLS 1905                       112 21 35.1
 QK0558
 QK0558|---------------------------------------------------------------------|
 QK0558| PID    Reference Object                     Distance      Geod. Az  |
 QK0558|                                                           dddmmss.s |
 QK0558| QJ0339 ST VITAL USLS 1905                  APPROX. 6.0 KM 1100907.4 |
 QK0558|---------------------------------------------------------------------|
 QK0558
 QK0558                          SUPERSEDED SURVEY CONTROL
 QK0558
 QK0558  NAD 83(1986)-  45 57 56.12702(N)    084 04 09.87953(W) AD(       ) 1
 QK0558  NAD 27      -  45 57 56.05100(N)    084 04 09.83900(W) AD(       ) 1
 QK0558
 QK0558.Superseded values are not recommended for survey control.
 QK0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0558.See file dsdata.txt to determine how the superseded data were derived.
 QK0558
 QK0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2706094401(NAD 83)
 QK0558_MARKER: Z = SEE DESCRIPTION
 QK0558_SETTING: 0 = UNSPECIFIED SETTING
 QK0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0558
 QK0558  HISTORY     - Date     Condition        Report By
 QK0558  HISTORY     - 1916     MONUMENTED       USLS
 QK0558  HISTORY     - 1963     SEE DESCRIPTION  USLS
 QK0558  HISTORY     - 1977     GOOD             NGS
 QK0558
 QK0558                          STATION DESCRIPTION
 QK0558
 QK0558'DESCRIBED BY US LAKE SURVEY 1916
 QK0558'ON NORTH SHORE OF LAKE HURON, ABOUT 3-1/2 MILES WEST OF POINT ST.
 QK0558'VITAL, ON END OF HURON POINT,
 QK0558'AT EDGE OF BRUSH.  MARKED BY DRILL HOLE AT INTERSECTION OF TWO
 QK0558'LINES OF CROSS CUT IN LARGE
 QK0558'BOULDER, MARKED U.S.
 QK0558
 QK0558                          STATION RECOVERY (1963)
 QK0558
 QK0558'RECOVERY NOTE BY US LAKE SURVEY 1963 (EFK)
 QK0558'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 QK0558'
 QK0558'HOW REACHED- FROM JUNCTION OF DAWSON AND ONTARIO STREETS IN DETOUR
 QK0558'PROCEED SOUTHWESTERLY ALONG ONTARIO
 QK0558'STREET (STATE HIGHWAY 134) 8.85 MILES TO VICINITY OF HURON PT.
 QK0558'THENCE WALK SOUTHERLY ABOUT 1000
 QK0558'FEET TO EXTREME SOUTHERLY POINT OF HURON PT.
 QK0558'
 QK0558'CONDITION AND DESCRIPTION OF CENTER MARK- ON N. SHORE OF LAKE HURON,
 QK0558'9 MILES W.  OF DETOUR, 3-1/2
 QK0558'MILES W. OF POINT ST. VITAL, ON END OF HURON PT., AT EDGE OF
 QK0558'TREELINE, 50 FT. N. OF WATERS EDGE,
 QK0558'110 FT. W. OF WATERS EDGE, 3 FT. ABOVE WATER SURFACE, MARK IS
 QK0558'1/2 IN. DRILL HOLE AT INTERSECTION OF 4 IN.
 QK0558'CROSSED LINES CUT IN TOP OF IRREGULAR SHAPED
 QK0558'5 X 7 X 2-1/2 FT. HIGH ERODED LIMESTONE BOULDER WITH 5 IN.
 QK0558'LETTERS U.S. INSCRIBED ON A SHELF
 QK0558'AT S. SIDE OF BOULDER (3 FT. S. OF MARK).  REF. NO. 1 BEARS E., 0.52
 QK0558'FT. REF.  NO. 2 BEARS S 47 DEG 09
 QK0558'MIN W, 32.01 FT.  REF. NO. 3 BEARS N 31 DEG 30 MIN W, 59.05 FT.
 QK0558'
 QK0558'CHARACTER OF IMMEDIATE SURROUNDINGS AND HEIGHT OF STATION TO CLEAR-
 QK0558'ROCKY POINT WITH
 QK0558'EVERGREENS TO N. 6 FT. STATION REQUIRED E., S., AND S.W.
 QK0558'50 FT. REQUIRED OTHERWISE.
 QK0558'
 QK0558'CONDITION AND DESCRIPTION OF REFERENCE MARKS-
 QK0558'CEMENTED IN CAVITY
 QK0558'IN SAME BOULDER AS STATION, REF. NO. 1 (1950) IS STANDARD BRONZE
 QK0558'DISC.
 QK0558'25 FT. N. OF WATERS EDGE, 12 FT. OUTSIDE TREELINE, 1 FT.
 QK0558'ABOVE WATER SURFACE.  REF. NO.  2
 QK0558'(1950) IS 3 IN. CROSS CUT NEAR E. SIDE OF TOP OF 3 X 3 X 1 FT. HIGH
 QK0558'GRAY GRANITE PROJECTION WHICH IS JUST S.
 QK0558'OF 6 X 7 X 3 FT. HIGH IRREGULAR SHAPED ERODED LIMESTONE BOULDER.
 QK0558'NEAR W. SIDE OF SMALL CLEARING
 QK0558'INSIDE TREELINE, 40 FT. INSIDE TREELINE, 100 FT. N. OF
 QK0558'WATERS EDGE, REF. NO. 3 (1950) IS STANDARD BRONZE
 QK0558'DISC ON TOP OF 6 IN. DIAMETER
 QK0558'CONCRETE MONUMENT 2 FT. LONG, 1/2 FT. ABOVE GROUND AND WITHIN CAIRN.
 QK0558
 QK0558                          STATION RECOVERY (1977)
 QK0558
 QK0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0558'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITION.  THE LAKE SURVEY
 QK0558'INSTALLED THREE REFERENCE MARKS AT THE STATION IN 1950.  RM NO. 1
 QK0558'IS A LAKE SURVEY DISK, CEMENTED IN THE SAME BOULDER AS THE STATION
 QK0558'AND BEARS EAST, 0.52 FEET.  RM NO. 2 IS A CROSS CUT IN THE TOP OF
 QK0558'A 3 X 3 X 1 FOOT HIGH GRAY GRANITE BOULDER AND BEARS S 47 DEG
 QK0558'09 MIN W, 32.01 FEET.  RM NO. 3 IS A LAKE SURVEY DISK IN A 6
 QK0558'INCH CONCRETE MONUMENT, 0.5 FEET ABOVE GROUND, AND BEARS N 31
 QK0558'DEG 30 MIN W, 59.05 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0271 ***********************************************************************
 PK0271  DESIGNATION -  HURON USLS 1908
 PK0271  PID         -  PK0271
 PK0271  STATE/COUNTY-  MI/HURON
 PK0271  USGS QUAD   -  HURON CITY (1970)
 PK0271
 PK0271                         *CURRENT SURVEY CONTROL
 PK0271  ___________________________________________________________________
 PK0271* NAD 83(1994)-  44 01 11.95412(N)    082 48 25.93582(W)     ADJUSTED  
 PK0271* NAVD 88     -       202.9    (meters)     666.     (feet)  VERTCON   
 PK0271  ___________________________________________________________________
 PK0271  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 PK0271  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 PK0271
 PK0271  HORZ ORDER  -  SECOND
 PK0271
 PK0271.The horizontal coordinates were established by classical geodetic methods
 PK0271.and adjusted by the National Geodetic Survey in February 1997..
 PK0271
 PK0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0271
 PK0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0271
 PK0271.The geoid height was determined by GEOID03.
 PK0271
 PK0271;                    North         East     Units Scale Factor Converg.
 PK0271;SPC MI S     -   281,095.651 4,125,042.341   MT  1.00010362   +1 03 40.5
 PK0271;SPC MI S     -   922,229.83 13,533,603.48   iFT  1.00010362   +1 03 40.5
 PK0271;UTM  17      - 4,875,680.434   355,156.783   MT  0.99985803   -1 15 21.8
 PK0271
 PK0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0271!SPC MI S     -   0.99997370  x   1.00010362  =   1.00007732
 PK0271!UTM  17      -   0.99997370  x   0.99985803  =   0.99983173
 PK0271
 PK0271:                Primary Azimuth Mark                     Grid Az
 PK0271:SPC MI S     -  POINTE AUX BARQUES LH                    073 08 10.5
 PK0271:UTM  17      -  POINTE AUX BARQUES LH                    075 27 12.8
 PK0271
 PK0271|---------------------------------------------------------------------|
 PK0271| PID    Reference Object                     Distance      Geod. Az  |
 PK0271|                                                           dddmmss.s |
 PK0271| PK0276 POINTE AUX BARQUES LH               APPROX. 1.2 KM 0741151.0 |
 PK0271| PK0277 H 9 MI 79                           APPROX. 1.2 KM 0741520.2 |
 PK0271|---------------------------------------------------------------------|
 PK0271
 PK0271                          SUPERSEDED SURVEY CONTROL
 PK0271
 PK0271  NAD 83(1986)-  44 01 11.94027(N)    082 48 25.95681(W) AD(       ) 2
 PK0271  NAD 27      -  44 01 11.88823(N)    082 48 26.17656(W) AD(       ) 2
 PK0271  NGVD 29 (07/19/86)  203.0    (m)          666.     (f) VERT ANG       
 PK0271
 PK0271.Superseded values are not recommended for survey control.
 PK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0271.See file dsdata.txt to determine how the superseded data were derived.
 PK0271
 PK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ5515775680(NAD 83)
 PK0271_MARKER: Z = SEE DESCRIPTION
 PK0271_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 PK0271+WITH SETTING: PAVEMENT
 PK0271_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0271
 PK0271  HISTORY     - Date     Condition        Report By
 PK0271  HISTORY     - 1908     MONUMENTED       USLS
 PK0271  HISTORY     - 1979     GOOD             NOS
 PK0271
 PK0271                          STATION DESCRIPTION
 PK0271
 PK0271'DESCRIBED BY US LAKE SURVEY 1908
 PK0271'IN SW 1/4 SW 1/4 SEC. 2, T. 18 N., R. 14 E. (HURON TOWNSHIP), ON
 PK0271'NORTH SIDE OF SHORE ROAD, 315.5 FEET EAST OF
 PK0271'SECTION-LINE ROAD (SOUTH TO REDMAN), 17.8 FEET FROM SOUTHEAST FENCE
 PK0271'LINE, AND 46.0 FEET FROM NORTHWEST FENCE LINE,
 PK0271'AND AT BASE OF PINE TREE 33 FEET HIGH.  MARKED BY CONCRETE MONUMENT.
 PK0271'FOLLOWING READINGS AND DISTANCES ARE FROM
 PK0271'STATION--GRINDSTONE, ELEVATOR, 22 DEG 32 MIN 50 SEC.
 PK0271'TRIANGLE-BLAZED 10-INCH BEECH TREE, 243 DEG 34 MIN, 11.5
 PK0271'FEET.  TRIANGLE-BLAZED 8-INCH BIRCH TREE, 62
 PK0271'DEG 15 MIN, 21.0 FEET.  SOUTHEAST CORNER OF ROAD TO REDMAN, 15 DEG 50
 PK0271'MIN, 315.5 FEET.  CLEVELAND CO.  STACK, 24 DEG 38 MIN
 PK0271'50 SEC.  POINTE AUX BARQUES LIGHTHOUSE, 159 DEG 25 MIN 30 SEC.  AND
 PK0271'PORT HOPE, TALLEST CHURCH, 226 DEG 13 MIN 20
 PK0271'SEC.
 PK0271
 PK0271                          STATION RECOVERY (1979)
 PK0271
 PK0271'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 PK0271'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 PK0271'FOLLOWS.
 PK0271'
 PK0271'THE STATION IS LOCATED ABOUT 10 MILES EAST OF PORT AUSTIN
 PK0271'ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 25.
 PK0271'
 PK0271'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 25 AND 53 IN
 PK0271'PORT AUSTIN, GO 9.75 MILES EAST ON HIGHWAY 25 TO THE INTERSECTION
 PK0271'OF A ROAD.  CONTINUE EAST ON HIGHWAY 25 FOR 0.05 MILE TO THE
 PK0271'STATION ON THE LEFT ON TOP OF AN EMBANKMENT.
 PK0271'
 PK0271'THE STATION IS A POINTED BOLT ABOUT ONE HALF INCH IN DIAMETER
 PK0271'CEMENTED IN A 2 X 3 FOOT CONCRETE SLAB THAT IS 1 FOOT BELOW
 PK0271'THE GROUND.  A LAKE SURVEY DISK IS CEMENTED IN THE SAME
 PK0271'SLAB 0.3 FEET EAST OF THE BOLT.  THE DISK IS STAMPED---HURON
 PK0271'1908---,.  THE STATION IS 22 FEET NORTH OF THE EDGE OF THE
 PK0271'EMBANKMENT, ABOUT 45 FEET NORTH OF HIGHWAY 25, 46.0 FEET
 PK0271'SOUTHWEST OF A PK NAIL AND WASHER IN A BIRCH TREE, 10.0 FEET
 PK0271'SOUTH OF A FENCE POST WITH A PK NAIL AND WASHER, 7.5 FEET
 PK0271'SOUTHEAST OF A 4 X 4 FOOT CEMENT SLAB AND 2.0 FEET SOUTH OF A
 PK0271'WITNESS SIGN ON A STEEL POST.
 PK0271'
 PK0271'HEIGHT OF LIGHT WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1576 ***********************************************************************
 NE1576  PACS        -  This is a Primary Airport Control Station.
 NE1576  DESIGNATION -  HUROPORT
 NE1576  PID         -  NE1576
 NE1576  STATE/COUNTY-  MI/ST CLAIR
 NE1576  USGS QUAD   -  SMITHS CREEK (1991)
 NE1576
 NE1576                         *CURRENT SURVEY CONTROL
 NE1576  ___________________________________________________________________
 NE1576* NAD 83(1994)-  42 54 31.96637(N)    082 31 47.06197(W)     ADJUSTED  
 NE1576* NAVD 88     -       196.10   (meters)     643.4    (feet)  GPS OBS   
 NE1576  ___________________________________________________________________
 NE1576  X           -     608,320.105 (meters)                     COMP
 NE1576  Y           -  -4,639,256.347 (meters)                     COMP
 NE1576  Z           -   4,320,202.740 (meters)                     COMP
 NE1576  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 NE1576  ELLIP HEIGHT-         161.23  (meters)          (07/12/02) GPS OBS
 NE1576  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1576
 NE1576  HORZ ORDER  -  B
 NE1576  ELLP ORDER  -  FOURTH    CLASS II
 NE1576
 NE1576.This mark is at St Clair Co Intl Airport (PHN)
 NE1576
 NE1576.The horizontal coordinates were established by GPS observations
 NE1576.and adjusted by the National Geodetic Survey in September 1995..
 NE1576
 NE1576.The orthometric height was determined by GPS observations and a
 NE1576.high-resolution geoid model.
 NE1576
 NE1576.GPS derived orthometric heights for airport stations designated as
 NE1576.PACS or SACS are published to 2 decimal places.  This maintains
 NE1576.centimeter relative accuracy between the PACS and SACS.  It does
 NE1576.not indicate centimeter accuracy relative to other marks which are
 NE1576.part of the NAVD 88 network.
 NE1576
 NE1576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1576
 NE1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1576
 NE1576.The ellipsoidal height was determined by GPS observations
 NE1576.and is referenced to NAD 83.
 NE1576
 NE1576.The geoid height was determined by GEOID03.
 NE1576
 NE1576;                    North         East     Units Scale Factor Converg.
 NE1576;SPC MI S     -   158,130.955 4,149,980.115   MT  0.99990696   +1 15 00.3
 NE1576;SPC MI S     -   518,802.35 13,615,420.32   iFT  0.99990696   +1 15 00.3
 NE1576;UTM  17      - 4,751,831.180   375,128.261   MT  0.99979183   -1 02 29.9
 NE1576
 NE1576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1576!SPC MI S     -   0.99997472  x   0.99990696  =   0.99988168
 NE1576!UTM  17      -   0.99997472  x   0.99979183  =   0.99976655
 NE1576
 NE1576:                Primary Azimuth Mark                     Grid Az
 NE1576:SPC MI S     -  HUROPORT AZ MK                           215 41 39.3
 NE1576:UTM  17      -  HUROPORT AZ MK                           217 59 09.5
 NE1576
 NE1576|---------------------------------------------------------------------|
 NE1576| PID    Reference Object                     Distance      Geod. Az  |
 NE1576|                                                           dddmmss.s |
 NE1576| NE1577 HUROPORT AZ MK                      APPROX. 0.6 KM 2165639.6 |
 NE1576|---------------------------------------------------------------------|
 NE1576
 NE1576                          SUPERSEDED SURVEY CONTROL
 NE1576
 NE1576  ELLIP H (09/20/95)  161.23   (m)                       GP(       ) 1 2
 NE1576  NAD 83(1986)-  42 54 31.96617(N)    082 31 47.10159(W) AD(       ) 1
 NE1576  NAD 83(1986)-  42 54 31.96603(N)    082 31 47.09845(W) AD(       ) 3
 NE1576  NGVD 29 (03/27/91)  196.5    (m)          645.     (f) GPS OBS        
 NE1576
 NE1576.Superseded values are not recommended for survey control.
 NE1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1576.See file dsdata.txt to determine how the superseded data were derived.
 NE1576
 NE1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7512851831(NAD 83)
 NE1576_MARKER: I = METAL ROD
 NE1576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1576_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1576_STAMPING: HUROPORT 1989
 NE1576_MARK LOGO: NGS   
 NE1576_PROJECTION: RECESSED 1 CENTIMETERS
 NE1576_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1576+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2001
 NE1576_ROD/PIPE-DEPTH: 9.8  meters
 NE1576_SLEEVE-DEPTH  : 1 meters
 NE1576
 NE1576  HISTORY     - Date     Condition        Report By
 NE1576  HISTORY     - 1989     MONUMENTED       NGS
 NE1576  HISTORY     - 19900119 GOOD
 NE1576  HISTORY     - 19910803 GOOD             NGS
 NE1576  HISTORY     - 19940325 GOOD             MIDT
 NE1576  HISTORY     - 19940511 GOOD             NGS
 NE1576  HISTORY     - 19990703 GOOD             USPSQD
 NE1576  HISTORY     - 20011001 GOOD             MI-147
 NE1576
 NE1576                          STATION DESCRIPTION
 NE1576
 NE1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1576'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) WEST-NORTHWEST OF
 NE1576'MARYSVILLE, AT THE PORT HURON-ST CLAIR COUNTY INTERNATIONAL AIRPORT,
 NE1576'IN THE NORTHEAST CORNER OF THE SOUTHERN-MOST ONE OF THREE GRASS STRIPS
 NE1576'BETWEEN RUNWAY 04-22 AND A PARALLEL TAXIWAY.  OWNERSHIP---ST CLAIR
 NE1576'COUNTY, C/O AIRPORT MANAGER JIM CRONIN, 21 AIRPORT DRIVE, PORT HURON
 NE1576'MI 48068.  PHONE IS (313) 364-6890.
 NE1576'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1576'266) AND INTERSTATE HIGHWAY 94 BUSINESS (GRATIOT ROAD), ABOUT 1.8 KM
 NE1576'(1.10 MI) SOUTHWEST OF MARYSVILLE, GO SOUTHWEST FOR 1.6 KM (1.00 MI)
 NE1576'ON GRATIOT ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 NE1576'THEN NORTHWEST FOR 1.2 KM (0.75 MI) ON AIRPORT DRIVE TO A PAVED ROAD
 NE1576'RIGHT JUST PAST THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO
 NE1576'NORTH FOR 30 METERS ON THE PAVED ROAD PASSING THROUGH A GATE TO THE
 NE1576'APRON.  TURN LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON
 NE1576'AND ON A CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN LEFT AND GO
 NE1576'SOUTHWEST FOR 0.2 KM (0.10 MI) ON THE PARALLEL TAXIWAY TO THE STATION
 NE1576'ON THE RIGHT, JUST PAST A CONNECTING TAXIWAY RIGHT.
 NE1576'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1576'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NE1576'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1576'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1576'LOCATED 74.3 M (243.8 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 NE1576'04-22, 21.0 M (68.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 NE1576'PARALLEL TAXIWAY AND 14.3 M (46.9 FT) SOUTHWEST FROM THE SOUTHWEST
 NE1576'EDGE OF A CONNECTING TAXIWAY.
 NE1576'DESCRIBED BY K.L. FANCHER.
 NE1576'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NE1576'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1576
 NE1576                          STATION RECOVERY (1990)
 NE1576
 NE1576'RECOVERED 1990
 NE1576'RECOVERED IN GOOD CONDITION.
 NE1576
 NE1576                          STATION RECOVERY (1991)
 NE1576
 NE1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1576'THE STATION IS LOCATED AT THE ST CLAIR COUNTY INTL AIRPORT ABOUT 1300
 NE1576'FT (396.2 M) SOUTH-SOUTHWEST OF THE TERMINAL BUILDING.  IT IS 89 FT
 NE1576'(27.1 M) NORTHWEST OF THE CENTERLINE OF THE PARALLEL TAXIWAY TO RUNWAY
 NE1576'4/22 AND 67 FT (20.4 M) SOUTHWEST OF THE CENTERLINE OF THE FIRST
 NE1576'TAXIWAY NORTHEAST OF RUNWAY END 4 LEADING BETWEEN THE PARALLEL TAXIWAY
 NE1576'AND THE RUNWAY.  THE STATION IS A STAIN-LESS STEEL ROD SET WITHIN A
 NE1576'PVC PIPE WITH A NGS LOGO CAP ON TOP.
 NE1576
 NE1576                          STATION RECOVERY (1994)
 NE1576
 NE1576'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (MDH)
 NE1576'STATION IS IN QUAD 420824 ON THE SMITHS CREEK QUADRANGLE MAP.  IT IS
 NE1576'IN SECTION 35, T-6-N, R-16-E, KIMBALL TOWNSHIP, ABOUT 2.5 MI (4.0 KM)
 NE1576'WEST OF MARYSVILLE, 5.0 MI (8.0 KM) SOUTHWEST OF PORT HURON AND AT THE
 NE1576'PORT HURON/ST.  CLAIR COUNTY INTERNATIONAL AIRPORT.  AIRPORT MANAGER
 NE1576'IS JIM CRONIN, 21 AIRPORT DRIVE, PORT HURON, MI 48068.  PHONE (313)
 NE1576'364-6890.  TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1576'266) AND INTERSTATE HIGHWAY 94 BUSINESS (GRATIOT ROAD) ABOUT 1.1 MI
 NE1576'(1.8 KM) SOUTHWEST OF MARYSVILLE, GO SOUTHWEST ALONG GRATIOT ROAD FOR
 NE1576'1.6 MI (2.6 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY
 NE1576'AND NORTHWEST ALONG AIRPORT DRIVE FOR 0.75 MI (1.21 KM) TO A PAVED
 NE1576'ROAD RIGHT JUST PAST THE AIRPORT OFFICE RIGHT.  TURN RIGHT AND GO
 NE1576'NORTH FOR 30 M (98.4 FT) ON THE PAVED ROAD PASSING A GATE ONTO AIRPORT
 NE1576'APRON.  TURN LEFT AND GO WEST FOR 0.1 MI (0.2 KM) ACROSS APRON ONTO A
 NE1576'CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST
 NE1576'ALONG PARALLEL TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON RIGHT
 NE1576'JUST PAST A CONNECTING TAXIWAY.  STATION IS 244.0 FT (74.4 M)
 NE1576'SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY NO.  04-22, 68.9 FT (21.0
 NE1576'M) NORTHWEST FROM THE NORTHWEST EDGE OF PARALLEL TAXIWAY, 46.9 FT
 NE1576'(14.3 M) SOUTHWEST FROM THE SOUTHWEST EDGE OF A CONNECTING TAXIWAY.
 NE1576'NOTE--CONTACT MANAGER IN ADVANCE, GATE IS LOCKED.
 NE1576
 NE1576                          STATION RECOVERY (1994)
 NE1576
 NE1576'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NE1576'NOTE--DO NOT GO TO STATION WITHOUT EXPRESS PERMISSION FROM THE AIRPORT
 NE1576'MANAGER.  NO ESCORT REQUIRED.  CALL IN ADVANCE FOR GATE COMBINATION.
 NE1576'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF PORT HURON, AT
 NE1576'THE ST CLAIR COUNTY INTERNATIONAL AIRPORT, IN THE MEDIAN OF RUNWAY AND
 NE1576'BRAVO TAXI, AT A CONNECTOR.  OWNERSHIP--ST CLAIR COUNTY, 21 AIRPORT
 NE1576'DRIVE, ST CLAIR, MI 48079.  AIRPORT MANAGER IS JAMES CRONIN, PHONE
 NE1576'810-364-6890.  TO REACH FROM THE UNDERPASS AT THE JUNCTION OF
 NE1576'INTERSTATE HIGHWAY 94 AND GRATIOT ROAD (EXIT 266) , ABOUT 8 KM (4.95
 NE1576'MI) SOUTHWEST OF PORT HURON, GO SOUTHWEST ON GRATIOT ROAD FOR 1.65 KM
 NE1576'(1.00 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON AIRPORT
 NE1576'DRIVE FOR 1.21 KM (0.75 MI) TO A GATE ON THE RIGHT, JUST PAST THE
 NE1576'AIRPORT OFFICE.  TURN RIGHT, PASSING THROUGH LOCKED GATE, NORTH,
 NE1576'CROSSING APRON FOR 0.10 KM (0.05 MI) TO A TAXI.  TURN LEFT, WEST, ON
 NE1576'TAXI FOR 0.15 KM (0.10 MI) TO BRAVO TAXI.  TURN LEFT, SOUTHWEST ON
 NE1576'TAXI FOR 0.20 KM (0.10 MI) TO A TAXI ON THE LEFT LEADING TO A HANGAR,
 NE1576'A CONNECTOR, AND THE STATION ON THE RIGHT.  ACCESS COVER IS RECESSED 1
 NE1576'CM BELOW GROUND.  STATION IS 20.4 M (66.9 FT) SOUTHWEST OF THE
 NE1576'CONNECTOR CENTER, 27.2 M (89.2 FT) NORTHWEST OF THE CENTER OF BRAVO
 NE1576'TAXI, 15.7 M (51.5 FT) WEST OF THE CENTER ONE OF THREE TAXI LIGHTS IN
 NE1576'A CURVE, AND 0.3 M (1.0 FT) NORTHEAST OF A SHORT FIBERGLASS WITNESS
 NE1576'POST.  DESCRIBED BY G.R.  HEID.
 NE1576
 NE1576                          STATION RECOVERY (1999)
 NE1576
 NE1576'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1576'RECOVERED IN GOOD CONDITION.
 NE1576
 NE1576                          STATION RECOVERY (2001)
 NE1576
 NE1576'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 NE1576'RECOVERED AS DESCRIBED IN GOOD CONDITION
 NE1576'SUBMITTED - FEBRUARY 21, 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1577 ***********************************************************************
 NE1577  DESIGNATION -  HUROPORT AZ MK
 NE1577  PID         -  NE1577
 NE1577  STATE/COUNTY-  MI/ST CLAIR
 NE1577  USGS QUAD   -  SMITHS CREEK (1991)
 NE1577
 NE1577                         *CURRENT SURVEY CONTROL
 NE1577  ___________________________________________________________________
 NE1577* NAD 83(1994)-  42 54 16.36243(N)    082 32 03.02420(W)     ADJUSTED  
 NE1577* NAVD 88     -       194.2    (meters)     637.     (feet)  GPS OBS   
 NE1577  ___________________________________________________________________
 NE1577  X           -     608,003.495 (meters)                     COMP
 NE1577  Y           -  -4,639,627.041 (meters)                     COMP
 NE1577  Z           -   4,319,848.712 (meters)                     COMP
 NE1577  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 NE1577  ELLIP HEIGHT-         159.28  (meters)          (07/17/02) GPS OBS
 NE1577  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1577
 NE1577  HORZ ORDER  -  FIRST
 NE1577  ELLP ORDER  -  FOURTH    CLASS I
 NE1577
 NE1577.This mark is at St Clair Co Intl Airport (PHN)
 NE1577
 NE1577.The horizontal coordinates were established by GPS observations
 NE1577.and adjusted by the National Geodetic Survey in February 1997..
 NE1577
 NE1577.The orthometric height was determined by GPS observations and a
 NE1577.high-resolution geoid model.
 NE1577
 NE1577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1577
 NE1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1577
 NE1577.The ellipsoidal height was determined by GPS observations
 NE1577.and is referenced to NAD 83.
 NE1577
 NE1577.The geoid height was determined by GEOID03.
 NE1577
 NE1577;                    North         East     Units Scale Factor Converg.
 NE1577;SPC MI S     -   157,641.710 4,149,628.631   MT  0.99990694   +1 14 49.4
 NE1577;SPC MI S     -   517,197.21 13,614,267.16   iFT  0.99990694   +1 14 49.4
 NE1577;UTM  17      - 4,751,356.434   374,757.537   MT  0.99979297   -1 02 40.4
 NE1577
 NE1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1577!SPC MI S     -   0.99997502  x   0.99990694  =   0.99988196
 NE1577!UTM  17      -   0.99997502  x   0.99979297  =   0.99976800
 NE1577
 NE1577:                Primary Azimuth Mark                     Grid Az
 NE1577:SPC MI S     -  HUROPORT                                 035 41 39.4
 NE1577:UTM  17      -  HUROPORT                                 037 59 09.2
 NE1577
 NE1577|---------------------------------------------------------------------|
 NE1577| PID    Reference Object                     Distance      Geod. Az  |
 NE1577|                                                           dddmmss.s |
 NE1577| NE1576 HUROPORT                            APPROX. 0.6 KM 0365628.8 |
 NE1577|---------------------------------------------------------------------|
 NE1577
 NE1577                          SUPERSEDED SURVEY CONTROL
 NE1577
 NE1577  NAD 83(1986)-  42 54 16.36225(N)    082 32 03.06379(W) AD(       ) 1
 NE1577  NAD 83(1986)-  42 54 16.36208(N)    082 32 03.06068(W) AD(       ) 3
 NE1577  NGVD 29 (03/27/91)  194.5    (m)          638.     (f) GPS OBS        
 NE1577
 NE1577.Superseded values are not recommended for survey control.
 NE1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1577.See file dsdata.txt to determine how the superseded data were derived.
 NE1577
 NE1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7475851356(NAD 83)
 NE1577_MARKER: I = METAL ROD
 NE1577_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1577_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1577_STAMPING: HUROPORT AZ MK 1989
 NE1577_MARK LOGO: NGS   
 NE1577_PROJECTION: FLUSH
 NE1577_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1577+SATELLITE: SATELLITE OBSERVATIONS - January 19, 1990
 NE1577_ROD/PIPE-DEPTH: 8.5  meters
 NE1577_SLEEVE-DEPTH  : 1.0 meters
 NE1577
 NE1577  HISTORY     - Date     Condition        Report By
 NE1577  HISTORY     - 1989     MONUMENTED       NGS
 NE1577  HISTORY     - 19900119 GOOD
 NE1577  HISTORY     - 19910803 GOOD             NGS
 NE1577  HISTORY     - 19990703 GOOD             USPSQD
 NE1577
 NE1577                          STATION DESCRIPTION
 NE1577
 NE1577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1577'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) WEST-NORTHWEST OF
 NE1577'MARYSVILLE, AT THE PORT HURON-ST CLAIR COUNTY INTERNATIONAL AIRPORT,
 NE1577'IN THE SOUTHEAST CORNER OF THE SOUTHERNMOST ONE OF THREE GRASS STRIPS
 NE1577'BETWEEN RUNWAY 04-22 AND A PARALLEL TAXIWAY.  OWNERSHIP---ST CLAIR
 NE1577'COUNTY, C/O AIRPORT MANAGER JIM CRONIN, 21 AIRPORT DRIVE, PORT HURON
 NE1577'MI 48060.  PHONE IS (313) 364-6890.
 NE1577'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 (EXIT
 NE1577'266) AND INTERSTATE HIGHWAY 94 BUSINESS (GRATIOT ROAD), ABOUT 1.8 KM
 NE1577'(1.10 MI) SOUTHWEST OF MARYSVILLE, GO SOUTHWEST FOR 1.6 KM (1.00 MI)
 NE1577'ON GRATIOT ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO NORTHERLY,
 NE1577'THEN NORTHWEST FOR 1.2 KM (0.75 MI) TO A PAVED ROAD RIGHT, JUST PAST
 NE1577'THE AIRPORT OFFICE ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR 30
 NE1577'METERS ON THE PAVED ROAD PASSING THROUGH A GATE TO THE APRON.  TURN
 NE1577'LEFT AND GO WEST FOR 0.2 KM (0.10 MI) ACROSS THE APRON AND ON A
 NE1577'CONNECTING TAXIWAY TO A PARALLEL TAXIWAY.  TURN LEFT AND GO SOUTHWEST
 NE1577'FOR 0.8 KM (0.50 MI) ON THE PARALLEL TAXIWAY TO THE STATION RIGHT,
 NE1577'JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 NE1577'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1577'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 8.5 METERS IN A
 NE1577'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1577'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1577'LOCATED 66.1 M (216.9 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY
 NE1577'04-22, 27.6 M (90.6 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A
 NE1577'CONNECTING TAXIWAY AND 28.9 M (94.8 FT) NORTHWEST FROM THE NORTHWEST
 NE1577'EDGE OF A PARALLEL TAXIWAY.
 NE1577'DESCRIBED BY K.L. FANCHER.
 NE1577'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NE1577'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1577
 NE1577                          STATION RECOVERY (1990)
 NE1577
 NE1577'RECOVERED 1990
 NE1577'RECOVERED IN GOOD CONDITION.
 NE1577
 NE1577                          STATION RECOVERY (1991)
 NE1577
 NE1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NE1577'THE STATION IS LOCATED AT THE ST CLAIR COUNTY INTL AIRPORT NEAR RUNWAY
 NE1577'END 4.  IT IS 308.5 FT (94.0 M) SOUTHWEST OF RUNWAY END 4, 116.3 FT
 NE1577'(35.4 M) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY PARALLEL TO RUNWAY
 NE1577'4/22 AND 116.0 FT (35.4 M) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY
 NE1577'LEADING TO RUNWAY END 4.  THE STATION IS A STAINLESS STEEL ROD SET
 NE1577'WITHIN A PVC WITH A NGS LOGO CAP ON TOP.
 NE1577
 NE1577                          STATION RECOVERY (1999)
 NE1577
 NE1577'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0596 ***********************************************************************
 OK0596  DESIGNATION -  HUSTON
 OK0596  PID         -  OK0596
 OK0596  STATE/COUNTY-  MI/MECOSTA
 OK0596  USGS QUAD   -  ALTONA (1985)
 OK0596
 OK0596                         *CURRENT SURVEY CONTROL
 OK0596  ___________________________________________________________________
 OK0596* NAD 83(1994)-  43 36 53.97091(N)    085 21 48.17405(W)     ADJUSTED  
 OK0596* NAVD 88     -       360.     (meters)    1181.     (feet)  SCALED    
 OK0596  ___________________________________________________________________
 OK0596  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 OK0596  GEOID HEIGHT-         -32.68  (meters)                     GEOID03
 OK0596
 OK0596  HORZ ORDER  -  FIRST
 OK0596
 OK0596.The horizontal coordinates were established by classical geodetic methods
 OK0596.and adjusted by the National Geodetic Survey in February 1997..
 OK0596
 OK0596.The orthometric height was scaled from a topographic map.
 OK0596
 OK0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0596
 OK0596.The geoid height was determined by GEOID03.
 OK0596
 OK0596;                    North         East     Units Scale Factor Converg.
 OK0596;SPC MI S     -   235,413.438 3,919,544.989   MT  0.99998807   -0 40 41.9
 OK0596;SPC MI S     -   772,353.80 12,859,399.57   iFT  0.99998807   -0 40 41.9
 OK0596;UTM  16      - 4,830,413.531   632,060.834   MT  0.99981452   +1 07 44.8
 OK0596
 OK0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0596!SPC MI S     -   0.99994869  x   0.99998807  =   0.99993676
 OK0596!UTM  16      -   0.99994869  x   0.99981452  =   0.99976322
 OK0596
 OK0596:                Primary Azimuth Mark                     Grid Az
 OK0596:SPC MI S     -  LAKEVIEW MUNICIPAL TANK                  161 31 47.5
 OK0596:UTM  16      -  LAKEVIEW MUNICIPAL TANK                  159 43 20.8
 OK0596
 OK0596|---------------------------------------------------------------------|
 OK0596| PID    Reference Object                     Distance      Geod. Az  |
 OK0596|                                                           dddmmss.s |
 OK0596| OK0606 LAKEVIEW MUNICIPAL TANK             APPROX.20.1 KM 1605105.6 |
 OK0596| OK0605 LAKEVIEW                            APPROX.22.2 KM 1743056.1 |
 OK0596| CH0311 HUSTON RM 1                                        18407     |
 OK0596| CH0312 HUSTON RM 2                          24.100 METERS 31804     |
 OK0596| OK0595 MECOSTA LOOKOUT TOWER               APPROX. 5.5 KM 3561254.4 |
 OK0596|---------------------------------------------------------------------|
 OK0596
 OK0596                          SUPERSEDED SURVEY CONTROL
 OK0596
 OK0596  NAD 83(1986)-  43 36 53.96810(N)    085 21 48.18475(W) AD(       ) 1
 OK0596  NAD 27      -  43 36 53.86613(N)    085 21 48.04229(W) AD(       ) 1
 OK0596
 OK0596.Superseded values are not recommended for survey control.
 OK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0596.See file dsdata.txt to determine how the superseded data were derived.
 OK0596
 OK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3206130414(NAD 83)
 OK0596_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0596
 OK0596  HISTORY     - Date     Condition        Report By
 OK0596  HISTORY     - 1931     MONUMENTED       CGS
 OK0596  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0596  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OK0596
 OK0596                          STATION DESCRIPTION
 OK0596
 OK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0596'ABOUT 8 MILES (AIRLINE)
 OK0596'SOUTHEAST OF BIG
 OK0596'RAPIDS AND 5 MILES EAST-NORTHEAST OF STANWOOD, ABOUT 0.2 MILE
 OK0596'NORTH OF SOUTHWEST CORNER OF SEC.
 OK0596'11, T. 14 N., R. 9 W.  TO REACH FROM BIG RAPIDS,
 OK0596'GO EAST FROM NORTH MICHIGAN AVENUE 6.5 MILES ON
 OK0596'ROUTE M-20 TO MECOSTA COUNTY
 OK0596'ROUTE 601, THENCE 4.8 MILES TO DIRT ROAD ON LEFT, TURN LEFT AND
 OK0596'FOLLOW MAIN-TRAVELED ROAD 1.1
 OK0596'MILES TO CROSSROADS, TURN LEFT AND FOLLOW 0.7 MILE TO TOP OF GRADE.
 OK0596'STATION IS ON LOW HILL IN
 OK0596'CLEARING, 25 METERS (82 FEET) EAST OF CENTER LINE OF ROAD.  SURFACE
 OK0596'AND UNDERGROUND MARKS ARE STANDARD
 OK0596'DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A.
 OK0596'UPPER MARK PROJECTS 6 INCHES ABOVE GROUND.
 OK0596'REFERENCE MARKS ARE STANDARD
 OK0596'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS ON EAST SIDE
 OK0596'OF ROAD, 12 METERS (39 FEET)
 OK0596'EAST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, AND APPROXIMATELY 125
 OK0596'METERS (410 FEET) FROM STATION
 OK0596'IN AZIMUTH 4 DEG 06 MIN 48 SEC.  NO. 2 IS 6.4 METERS (21 FEET) EAST
 OK0596'OF CENTER LINE OF NORTH-AND-SOUTH ROAD, 12
 OK0596'METERS (39 FEET) NORTH OF LONE 12-INCH OAK
 OK0596'TREE, AND 24.1 METERS (79 FEET) FROM STATION IN AZIMUTH
 OK0596'138 DEG 05 MIN.  AZIMUTH FROM
 OK0596'STATION TO LAKEVIEW, MUNICIPAL WATER TANK IS 340 DEG 51 MIN 11 SEC,
 OK0596'AND MECOSTA, FIRE LOOKOUT TOWER IS 176 DEG
 OK0596'12 MIN 59 SEC.
 OK0596
 OK0596                          STATION RECOVERY (1980)
 OK0596
 OK0596'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (TJB)
 OK0596'THE STATION WAS FOUND IN GOOD CONDITION.  RM 1 WAS FOUND IN GOOD
 OK0596'CONDITION BUT IT IS 715 FEET SOUTH FROM THE STATION, NOT 410 FEET
 OK0596'AS RECORDED.  RM 2 WAS FOUND IN GOOD CONDITION AS DESCRIBED.
 OK0596'A NEW TO REACH AND DESCRIPTION FOLLOWS.
 OK0596'
 OK0596'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF BIG RAPIDS, 5 MILES
 OK0596'EASTNORTHEAST OF STANWOOD AND 7 MILES WEST OF MECOSTA IN T14N, R9W
 OK0596'AUSTON TOWNSHIP.
 OK0596'
 OK0596'TO REACH FROM THE INTERSECTION OF US 131 AND M 20 WEST, WHICH IS
 OK0596'ABOUT ONE MILE SOUTH OF BIG RAPIDS, GO SOUTH ON US 131, WHICH IS
 OK0596'ALSO CALLED NORTHLAND DRIVE, FOR 7 MILES TO 8 MILE ROAD, TURN
 OK0596'LEFT AND GO EAST 5 MILES TO A GRAVEL CROSSROAD TURN LEFT AND GO
 OK0596'NORTH ON 140TH AVENUE 2.1 MILES TO THE MICHIGAN WISCONSIN PIPELINE.
 OK0596'CONTINUE NORTH PAST THE PIPELINE ANOTHER 335 FEET TO THE STATION
 OK0596'ON THE RIGHT.
 OK0596'
 OK0596'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SQUARE
 OK0596'CONCRETE MONUMENT ABOUT 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 OK0596'833 FEET NORTH OF THE SOUTHWEST CORNER OF SECTION 11, S60E 62 FEET
 OK0596'FROM A 29 INCH OAK, S30E OF A 10 INCH OAK, 19 FEET WEST OF A CLUMP
 OK0596'OF FOUR 12 INCH OAKS AND 10 FEET WEST OF A WITNESS POST.
 OK0596'LEVELED ELEVATION IS 359.165 METERS.
 OK0596'
 OK0596'RM 1 IS 33 FEET EAST OF THE CENTER OF THE TRAIL AND 3 FEET WEST OF
 OK0596'A METAL WITNESS POST.  SIGHT TO STATION IS BLOCKED BY TREES.
 OK0596'
 OK0596'RM 2 IS 40 FEET NORTH OF A 29 INCH OAK, 31 FEET WEST OF A CLUMP OF
 OK0596'FOUR 12 INCH OAKS AND 3 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0748 ***********************************************************************
 OJ0748  DESIGNATION -  HYDE USLS 1909
 OJ0748  PID         -  OJ0748
 OJ0748  STATE/COUNTY-  MI/SANILAC
 OJ0748  USGS QUAD   -  CROSWELL (1976)
 OJ0748
 OJ0748                         *CURRENT SURVEY CONTROL
 OJ0748  ___________________________________________________________________
 OJ0748* NAD 83(1994)-  43 19 27.82667(N)    082 31 47.03770(W)     ADJUSTED  
 OJ0748* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 OJ0748  ___________________________________________________________________
 OJ0748  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 OJ0748  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0748
 OJ0748  HORZ ORDER  -  SECOND
 OJ0748
 OJ0748.The horizontal coordinates were established by classical geodetic methods
 OJ0748.and adjusted by the National Geodetic Survey in February 1997..
 OJ0748
 OJ0748.The orthometric height was scaled from a topographic map.
 OJ0748
 OJ0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0748
 OJ0748.The geoid height was determined by GEOID03.
 OJ0748
 OJ0748;                    North         East     Units Scale Factor Converg.
 OJ0748;SPC MI S     -   204,277.998 4,148,973.663   MT  0.99993625   +1 15 00.3
 OJ0748;SPC MI S     -   670,203.41 13,612,118.32   iFT  0.99993625   +1 15 00.3
 OJ0748;UTM  17      - 4,797,975.651   375,971.069   MT  0.99978923   -1 02 59.0
 OJ0748
 OJ0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0748!SPC MI S     -   0.99997723  x   0.99993625  =   0.99991348
 OJ0748!UTM  17      -   0.99997723  x   0.99978923  =   0.99976646
 OJ0748
 OJ0748:                Primary Azimuth Mark                     Grid Az
 OJ0748:SPC MI S     -  NUN USLS 1909                            180 23 02.4
 OJ0748:UTM  17      -  NUN USLS 1909                            182 41 01.7
 OJ0748
 OJ0748|---------------------------------------------------------------------|
 OJ0748| PID    Reference Object                     Distance      Geod. Az  |
 OJ0748|                                                           dddmmss.s |
 OJ0748| OJ0749 NUN USLS 1909                       APPROX. 2.9 KM 1813802.7 |
 OJ0748|---------------------------------------------------------------------|
 OJ0748
 OJ0748                          SUPERSEDED SURVEY CONTROL
 OJ0748
 OJ0748  NAD 83(1986)-  43 19 27.81325(N)    082 31 47.06323(W) AD(       ) 2
 OJ0748  NAD 27      -  43 19 27.71888(N)    082 31 47.32958(W) AD(       ) 2
 OJ0748
 OJ0748.Superseded values are not recommended for survey control.
 OJ0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0748.See file dsdata.txt to determine how the superseded data were derived.
 OJ0748
 OJ0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7597197976(NAD 83)
 OJ0748_MARKER: S = SPIKE
 OJ0748_SETTING: 0 = UNSPECIFIED SETTING
 OJ0748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0748
 OJ0748  HISTORY     - Date     Condition        Report By
 OJ0748  HISTORY     - 1909     MONUMENTED       USLS
 OJ0748  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OJ0748  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0748
 OJ0748                          STATION DESCRIPTION
 OJ0748
 OJ0748'DESCRIBED BY US LAKE SURVEY 1909
 OJ0748'ABOUT 4 MILE NORTH OF LEXINGTON, IN NORTH PART OF SEC. 7, T. 10 N.,
 OJ0748'R. 17 E. (LEXINGTON TOWNSHIP), ON BANK NEAR
 OJ0748'SHORE, ON FARM OF ERWIN HYDE.  MARKED BY SPIKE SURROUNDED
 OJ0748'BY THREE OTHERS IN CONCRETE
 OJ0748'MONUMENT, MARKED U.S.L.S. 1909, AND PROJECTING
 OJ0748'6 INCHES ABOVE SURFACE OF GROUND.  AZIMUTHS
 OJ0748'AND DISTANCES FROM STATION TO FOLLOWING
 OJ0748'OBJECTS ARE- ADVENTIST CHURCH, 16 DEG. 14 MIN. 1. SEC.,
 OJ0748'SCHOOLHOUSE, 116 DEG. 36 MIN. 0. SEC., PORT
 OJ0748'SANILAC LIGHTHOUSE, 175 DEG. 50 MIN. 35 SEC., BLAZED 6-INCH WILD
 OJ0748'CHERRY TREE, 249 DEG. 0. MIN., 26.9 FEET, BLAZED
 OJ0748'4-INCH WILD CHEERY TREE, 272 DEG. 35 MIN., 17.9 FEET, 12-INCH ELM
 OJ0748'TREE IN FIELD, 110 DEG. 41 MIN., AND
 OJ0748'8-INCH ELM TREE IN FIELD, 185 DEG. 25 MIN.
 OJ0748
 OJ0748                          STATION RECOVERY (1980)
 OJ0748
 OJ0748'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ0748'THE STATION WAS NOT RECOVERED.  LANDSCAPE HAS CHANGED DUE TO
 OJ0748'CONSTRUCTION OF HOMES.  STATION COULD POSSIBLY EXIST BUT TRAVERSE MAY
 OJ0748'BE NECESSARY TO DETERMINE LOCATION.
 OJ0748
 OJ0748                          STATION RECOVERY (1994)
 OJ0748
 OJ0748'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0748'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0083 ***********************************************************************
 NF0083  DESIGNATION -  I
 NF0083  PID         -  NF0083
 NF0083  STATE/COUNTY-  MI/INGHAM
 NF0083  USGS QUAD   -  EAST LANSING (1970)
 NF0083
 NF0083                         *CURRENT SURVEY CONTROL
 NF0083  ___________________________________________________________________
 NF0083* NAD 83(1986)-  42 43 05.     (N)    084 29 38.     (W)     SCALED    
 NF0083* NAVD 88     -       260.24   (+/-2cm)     853.8    (feet)  VERTCON   
 NF0083  ___________________________________________________________________
 NF0083  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 NF0083
 NF0083  VERT ORDER  -  ? (See Below)
 NF0083
 NF0083.The horizontal coordinates were scaled from a topographic map and have
 NF0083.an estimated accuracy of +/- 6 seconds.
 NF0083
 NF0083.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0083.The vertical order pertains to the NGVD 29 superseded value.
 NF0083
 NF0083.The geoid height was determined by GEOID03.
 NF0083
 NF0083;                    North         East    Units  Estimated Accuracy
 NF0083;SPC MI S     -   135,310.    3,989,580.      MT  (+/- 180 meters Scaled)
 NF0083
 NF0083                          SUPERSEDED SURVEY CONTROL
 NF0083
 NF0083  NGVD 29 (??/??/92)  260.368  (m)          854.22   (f) ADJ UNCH    ?  
 NF0083
 NF0083.Superseded values are not recommended for survey control.
 NF0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0083.See file dsdata.txt to determine how the superseded data were derived.
 NF0083
 NF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN052325(NAD 83)
 NF0083_MARKER: DD = SURVEY DISK
 NF0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0083_STAMPING: I
 NF0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0083+STABILITY: SURFACE MOTION
 NF0083
 NF0083  HISTORY     - Date     Condition        Report By
 NF0083  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0083  HISTORY     - 1932     GOOD             MISCOL
 NF0083  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0083
 NF0083                          STATION DESCRIPTION
 NF0083
 NF0083'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0083'AT EAST LANSING.
 NF0083'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0083'FARM, ON HARRISON ROAD, MIDWAY BETWEEN THE GRAND TRUNK WESTERN
 NF0083'RAILROAD AND THE PERE MARQUETTE RAILWAY (PURCHASHED BY CHESAPEAKE
 NF0083'AND OHIO RAILWAY IN 1958) TRACKS, 21.5 FEET EAST OF THE
 NF0083'CENTERLINE OF THE ROAD, 21.5 FEET NORTHWEST OF A 30-INCH MAPLE
 NF0083'TREE, AND 10.2 FEET SOUTH OF A 12-INCH MAPLE TREE.  A MICHIGAN
 NF0083'STATE COLLEGE STANDARD DISK, STAMPED L AND SET IN THE TOP OF A
 NF0083'CONCRETE POST.
 NF0083
 NF0083                          STATION RECOVERY (1978)
 NF0083
 NF0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0279 ***********************************************************************
 OK0279  DESIGNATION -  I 16
 OK0279  PID         -  OK0279
 OK0279  STATE/COUNTY-  MI/MECOSTA
 OK0279  USGS QUAD   -  MECOSTA (1979)
 OK0279
 OK0279                         *CURRENT SURVEY CONTROL
 OK0279  ___________________________________________________________________
 OK0279* NAD 83(1986)-  43 35 33.     (N)    085 08 43.     (W)     SCALED    
 OK0279* NAVD 88     -       311.769  (meters)    1022.86   (feet)  ADJUSTED  
 OK0279  ___________________________________________________________________
 OK0279  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 OK0279  DYNAMIC HT  -         311.712 (meters)    1022.68  (feet)  COMP
 OK0279  MODELED GRAV-     980,427.6   (mgal)                       NAVD 88
 OK0279
 OK0279  VERT ORDER  -  FIRST     CLASS II
 OK0279
 OK0279.The horizontal coordinates were scaled from a topographic map and have
 OK0279.an estimated accuracy of +/- 6 seconds.
 OK0279
 OK0279.The orthometric height was determined by differential leveling
 OK0279.and adjusted by the National Geodetic Survey in June 1991..
 OK0279
 OK0279.The geoid height was determined by GEOID03.
 OK0279
 OK0279.The dynamic height is computed by dividing the NAVD 88
 OK0279.geopotential number by the normal gravity value computed on the
 OK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0279.degrees latitude (g = 980.6199 gals.).
 OK0279
 OK0279.The modeled gravity was interpolated from observed gravity values.
 OK0279
 OK0279;                    North         East    Units  Estimated Accuracy
 OK0279;SPC MI S     -   232,730.    3,937,130.      MT  (+/- 180 meters Scaled)
 OK0279
 OK0279                          SUPERSEDED SURVEY CONTROL
 OK0279
 OK0279  NGVD 29 (??/??/92)  311.887  (m)         1023.25   (f) ADJ UNCH    1 2
 OK0279
 OK0279.Superseded values are not recommended for survey control.
 OK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0279.See file dsdata.txt to determine how the superseded data were derived.
 OK0279
 OK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP497282(NAD 83)
 OK0279_MARKER: DB = BENCH MARK DISK
 OK0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0279_STAMPING: ELEV 1023.249 FT I 16 1916
 OK0279_PROJECTION: FLUSH
 OK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0279+STABILITY: SURFACE MOTION
 OK0279
 OK0279  HISTORY     - Date     Condition        Report By
 OK0279  HISTORY     - 1916     MONUMENTED       CGS
 OK0279  HISTORY     - 1948     GOOD             NGS
 OK0279  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0279  HISTORY     - 20001031 MARK NOT FOUND   LOCSUR
 OK0279
 OK0279                          STATION DESCRIPTION
 OK0279
 OK0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OK0279'0.3 MI S FROM REMUS.
 OK0279'AT REMUS, 0.3 MILE SOUTH ALONG THE C AND O RAILWAY FROM THE
 OK0279'STATION, AT A HIGHWAY CROSSING, 46 FEET WEST OF THE CENTERLINE
 OK0279'OF THE CONCRETE PAVEMENT, AND 39.7 FEET SOUTHWEST OF THE SOUTHWEST
 OK0279'RAIL.  A STANDARD DISK, STAMPED ELEV. 1023.249 FT I 16 1916
 OK0279'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE
 OK0279'GROUND.  NOTE-- IT WAS REPORTED THAT THE CONCRETE POST HAS BEEN
 OK0279'DAMAGED.
 OK0279
 OK0279                          STATION RECOVERY (1992)
 OK0279
 OK0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0279'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0279'ASSUMED DESTROYED.
 OK0279
 OK0279                          STATION RECOVERY (2000)
 OK0279
 OK0279'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 OK0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0118 ***********************************************************************
 NF0118  DESIGNATION -  I 19
 NF0118  PID         -  NF0118
 NF0118  STATE/COUNTY-  MI/JACKSON
 NF0118  USGS QUAD   -  LESLIE (1970)
 NF0118
 NF0118                         *CURRENT SURVEY CONTROL
 NF0118  ___________________________________________________________________
 NF0118* NAD 83(1994)-  42 25 10.70432(N)    084 26 28.77328(W)     ADJUSTED  
 NF0118* NAVD 88     -       278.298  (meters)     913.05   (feet)  ADJUSTED  
 NF0118  ___________________________________________________________________
 NF0118  X           -     456,802.265 (meters)                     COMP
 NF0118  Y           -  -4,693,686.670 (meters)                     COMP
 NF0118  Z           -   4,280,293.962 (meters)                     COMP
 NF0118  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 NF0118  ELLIP HEIGHT-         244.32  (meters)          (07/17/02) GPS OBS
 NF0118  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 NF0118  DYNAMIC HT  -         278.206 (meters)     912.75  (feet)  COMP
 NF0118  MODELED GRAV-     980,282.6   (mgal)                       NAVD 88
 NF0118
 NF0118  HORZ ORDER  -  FIRST
 NF0118  VERT ORDER  -  FIRST     CLASS II
 NF0118  ELLP ORDER  -  FOURTH    CLASS I
 NF0118
 NF0118.The horizontal coordinates were established by GPS observations
 NF0118.and adjusted by the National Geodetic Survey in February 1997..
 NF0118
 NF0118.The orthometric height was determined by differential leveling
 NF0118.and adjusted by the National Geodetic Survey in June 1991..
 NF0118
 NF0118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0118
 NF0118.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0118
 NF0118.The ellipsoidal height was determined by GPS observations
 NF0118.and is referenced to NAD 83.
 NF0118
 NF0118.The geoid height was determined by GEOID03.
 NF0118
 NF0118.The dynamic height is computed by dividing the NAVD 88
 NF0118.geopotential number by the normal gravity value computed on the
 NF0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0118.degrees latitude (g = 980.6199 gals.).
 NF0118
 NF0118.The modeled gravity was interpolated from observed gravity values.
 NF0118
 NF0118;                    North         East     Units Scale Factor Converg.
 NF0118;SPC MI S     -   102,154.221 3,993,855.603   MT  0.99993966   -0 03 02.9
 NF0118;SPC MI S     -   335,151.64 13,103,200.80   iFT  0.99993966   -0 03 02.9
 NF0118;UTM  16      - 4,699,541.911   710,511.768   MT  1.00014527   +1 43 35.8
 NF0118
 NF0118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0118!SPC MI S     -   0.99996168  x   0.99993966  =   0.99990135
 NF0118!UTM  16      -   0.99996168  x   1.00014527  =   1.00010695
 NF0118
 NF0118                          SUPERSEDED SURVEY CONTROL
 NF0118
 NF0118  ELLIP H (02/03/97)  244.33   (m)                       GP(       ) 4 1
 NF0118  NAD 83(1986)-  42 25 10.70553(N)    084 26 28.79274(W) AD(       ) 1
 NF0118  NAVD 88 (04/10/92)  278.30   (m)          913.1    (f) LEVELING    3  
 NF0118  NGVD 29 (??/??/92)  278.422  (m)          913.46   (f) ADJ UNCH    1 2
 NF0118
 NF0118.Superseded values are not recommended for survey control.
 NF0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0118.See file dsdata.txt to determine how the superseded data were derived.
 NF0118
 NF0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1051299542(NAD 83)
 NF0118_MARKER: DB = BENCH MARK DISK
 NF0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0118_SP_SET: CONCRETE POST
 NF0118_STAMPING: ELEV 913.456 FT I 19 1916
 NF0118_MARK LOGO: CGS   
 NF0118_PROJECTION: FLUSH
 NF0118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0118+STABILITY: SURFACE MOTION
 NF0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0118+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2002
 NF0118
 NF0118  HISTORY     - Date     Condition        Report By
 NF0118  HISTORY     - 1916     MONUMENTED       CGS
 NF0118  HISTORY     - 1934     GOOD             NGS
 NF0118  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0118  HISTORY     - 19910131 GOOD             MIDH
 NF0118  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0118  HISTORY     - 19990408 MARK NOT FOUND   NGS
 NF0118  HISTORY     - 20020321 GOOD             LOCENG
 NF0118
 NF0118                          STATION DESCRIPTION
 NF0118
 NF0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0118'2.3 MI S FROM LESLIE.
 NF0118'IN JACKSON COUNTY, 2.3 MILES SOUTH ALONG THE MICHIGAN CENTRAL
 NF0118'RAILROAD FROM THE STATION AT LESLIE, INGHAM COUNTY, 29-1/2
 NF0118'RAILS SOUTH OF THE CROSSING OF AN EAST-AND-WEST COUNTY-LINE
 NF0118'ROAD, 24 YARDS SOUTH OF THE CENTER OF A FARM-ROAD CROSSING, NEAR
 NF0118'THE NORTH END OF A CUT, 39.3 FEET EAST OF THE EAST RAIL, AND 3
 NF0118'FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED ELEV.
 NF0118'913.456 FT. I 19 1916 AND SET IN THE TOP OF A CONCRETE POST
 NF0118'PROJECTING 6 INCHES ABOVE GROUND.
 NF0118
 NF0118                          STATION RECOVERY (1977)
 NF0118
 NF0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0118'MARK NOT FOUND.
 NF0118
 NF0118                          STATION RECOVERY (1991)
 NF0118
 NF0118'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF0118'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 4,
 NF0118'T-1-S, R-1-W, LESLIE TOWNSHIP, INGHAM COUNTY.  IT IS ABOUT 2-1/2
 NF0118'MILES NORTH OF RIVES JUNCTION, AND 2-1/4 MILES SOUTH OF LESLIE AND ON
 NF0118'THE LESLIE QUADRANGLE MAP.  IT CAN BE ACCESSED FROM BASELINE ROAD BY
 NF0118'GOING SOUTH ALONG THE EAST SIDE OF THE PENN CENTRAL RAILROAD TRACKS
 NF0118'OR FROM THE PROPERTY OF DONALD PETERSON, 12901 CHURCHILL ROAD, RIVES
 NF0118'JUNCTION, MICHIGAN, 49277, PHONE 517-589-8019.
 NF0118'TO REACH THE STATION FROM THE U.S. 127 AND BELLEVUE ROAD INTERCHANGE
 NF0118'WEST OF LESLIE, GO WEST ON BELLEVUE ROAD 0.3 MI (0.5 KM) TO CHURCHILL
 NF0118'ROAD ON THE LEFT, TURN LEFT GOING SOUTH FOR 2.1 MI (3.4 KM) TO
 NF0118'BASELINE ROAD (GO EAST ON BASELINE ROAD O.2 MILES TO RAILROAD TRACKS
 NF0118'FROM HERE PACKSOUTH FOR ABOUT 0.2 MILE TO STATION AS DESCRIBED),
 NF0118'CONTINUE SOUTH FOR 0.2 MI (0.3 KM) TO FIELD ENTRANCE ON THE LEFT,
 NF0118'TURN LEFT INTO FIELD GOING EAST FOR 0.2 MI (0.3 KM) TO RAILROAD
 NF0118'TRACKS AND STATION AS DESCRIBED ON THE EAST SIDE OF THE TRACKS.
 NF0118'STATION PROJECTS 16 CM ABOVE THE GROUND SURFACE.  IT IS LOCATED 185 .0
 NF0118'FT (0.0 M) NORTH OF A GAS PIPELINE, 39.3 FT (12.0 M) EAST OF THE EAST
 NF0118'RAIL OF THE PENN CENTRAL RAILROAD, 4.5 FT (1.4 M) SOUTH OF A CHERRY
 NF0118'TREE, AND 1.2 FT (0.4 M) WEST OF A NGS CARSONITE WITNESS POST.
 NF0118
 NF0118                          STATION RECOVERY (1992)
 NF0118
 NF0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0118'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0118
 NF0118                          STATION RECOVERY (1999)
 NF0118
 NF0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RHK)
 NF0118'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0118
 NF0118                          STATION RECOVERY (2002)
 NF0118
 NF0118'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NF0118'STATION RECOVERED AS DESCRIBED IN 1991 BY MIDH, WHICH LISTS TWO WAYS
 NF0118'OF ACCESSING THE STATION, ONE FROM NORTH VIA BASELINE ROAD, AND ONE
 NF0118'FROM WEST VIA CHURCHILL ROAD. THE STATION IS ONLY MARGINALLY GPSABLE
 NF0118'AT THIS TIME BECAUSE OF DECIDUOUS TREE COVER, BUT THERE ARE SUITABLE
 NF0118'LOCATIONS FOR AN ECCENTRIC GPS STATION NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1366 ***********************************************************************
 MD1366  DESIGNATION -  I 9
 MD1366  PID         -  MD1366
 MD1366  STATE/COUNTY-  MI/ST JOSEPH
 MD1366  USGS QUAD   -  CONSTANTINE (1972)
 MD1366
 MD1366                         *CURRENT SURVEY CONTROL
 MD1366  ___________________________________________________________________
 MD1366* NAD 83(1986)-  41 47 21.     (N)    085 38 50.     (W)     SCALED    
 MD1366* NAVD 88     -       249.283  (meters)     817.86   (feet)  ADJUSTED  
 MD1366  ___________________________________________________________________
 MD1366  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1366  DYNAMIC HT  -         249.193 (meters)     817.56  (feet)  COMP
 MD1366  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 MD1366
 MD1366  VERT ORDER  -  FIRST     CLASS II
 MD1366
 MD1366.The horizontal coordinates were scaled from a topographic map and have
 MD1366.an estimated accuracy of +/- 6 seconds.
 MD1366
 MD1366.The orthometric height was determined by differential leveling
 MD1366.and adjusted by the National Geodetic Survey in June 1991..
 MD1366
 MD1366.The geoid height was determined by GEOID03.
 MD1366
 MD1366.The dynamic height is computed by dividing the NAVD 88
 MD1366.geopotential number by the normal gravity value computed on the
 MD1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1366.degrees latitude (g = 980.6199 gals.).
 MD1366
 MD1366.The modeled gravity was interpolated from observed gravity values.
 MD1366
 MD1366;                    North         East    Units  Estimated Accuracy
 MD1366;SPC MI S     -    32,930.    3,893,550.      MT  (+/- 180 meters Scaled)
 MD1366
 MD1366                          SUPERSEDED SURVEY CONTROL
 MD1366
 MD1366  NGVD 29 (??/??/92)  249.419  (m)          818.30   (f) ADJ UNCH    1 2
 MD1366
 MD1366.Superseded values are not recommended for survey control.
 MD1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1366.See file dsdata.txt to determine how the superseded data were derived.
 MD1366
 MD1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM124272(NAD 83)
 MD1366_MARKER: Q = CHISELED SQUARE
 MD1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1366+STABILITY: SURFACE MOTION
 MD1366
 MD1366  HISTORY     - Date     Condition        Report By
 MD1366  HISTORY     - UNK      MONUMENTED       CGS
 MD1366  HISTORY     - 1939     MARK NOT FOUND   NGS
 MD1366  HISTORY     - 1976     GOOD             MIDH
 MD1366  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1366
 MD1366                          STATION DESCRIPTION
 MD1366
 MD1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 MD1366'AT WHITE PIGEON.
 MD1366'AT WHITE PIGEON, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 MD1366'RAILROAD, 6 RAILS EAST OF THE EAST END OF THE STATION, IN THE
 MD1366'NORTHEAST CORNER OF A PARK, AND 44.2 FEET NORTH OF THE NORTH
 MD1366'RAIL.  A SQUARE, CUT IN THE TOP OF A CONCRETE POST PROJECTING
 MD1366'6 INCHES ABOVE GROUND.
 MD1366
 MD1366                          STATION RECOVERY (1976)
 MD1366
 MD1366'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD1366'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 MD1366
 MD1366                          STATION RECOVERY (1993)
 MD1366
 MD1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1366'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0500 ***********************************************************************
 NF0500  DESIGNATION -  I10 X
 NF0500  PID         -  NF0500
 NF0500  STATE/COUNTY-  MI/CALHOUN
 NF0500  USGS QUAD   -  BATTLE CREEK (1985)
 NF0500
 NF0500                         *CURRENT SURVEY CONTROL
 NF0500  ___________________________________________________________________
 NF0500* NAD 83(1986)-  42 19 22.     (N)    085 11 07.     (W)     SCALED    
 NF0500* NAVD 88     -       250.918  (meters)     823.22   (feet)  ADJUSTED  
 NF0500  ___________________________________________________________________
 NF0500  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0500  DYNAMIC HT  -         250.839 (meters)     822.96  (feet)  COMP
 NF0500  MODELED GRAV-     980,299.8   (mgal)                       NAVD 88
 NF0500
 NF0500  VERT ORDER  -  FIRST     CLASS II
 NF0500
 NF0500.The horizontal coordinates were scaled from a topographic map and have
 NF0500.an estimated accuracy of +/- 6 seconds.
 NF0500
 NF0500.The orthometric height was determined by differential leveling
 NF0500.and adjusted by the National Geodetic Survey in June 1991..
 NF0500
 NF0500.The geoid height was determined by GEOID03.
 NF0500
 NF0500.The dynamic height is computed by dividing the NAVD 88
 NF0500.geopotential number by the normal gravity value computed on the
 NF0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0500.degrees latitude (g = 980.6199 gals.).
 NF0500
 NF0500.The modeled gravity was interpolated from observed gravity values.
 NF0500
 NF0500;                    North         East    Units  Estimated Accuracy
 NF0500;SPC MI S     -    91,720.    3,932,530.      MT  (+/- 180 meters Scaled)
 NF0500
 NF0500                          SUPERSEDED SURVEY CONTROL
 NF0500
 NF0500.No superseded survey control is available for this station.
 NF0500
 NF0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM495872(NAD 83)
 NF0500_MARKER: DB = BENCH MARK DISK
 NF0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0500_STAMPING: ELEV 823.666 FT I 10 1916
 NF0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0500+STABILITY: SURFACE MOTION
 NF0500
 NF0500  HISTORY     - Date     Condition        Report By
 NF0500  HISTORY     - 1916     MONUMENTED       CGS
 NF0500  HISTORY     - 1939     GOOD             NGS
 NF0500  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0500
 NF0500                          STATION DESCRIPTION
 NF0500
 NF0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0500'AT BATTLE CREEK.
 NF0500'AT BATTLE CREEK, CALHOUN COUNTY, ONE BLOCK WEST OF THE
 NF0500'MICHIGAN CENTRAL RAILROAD STATION IN A GRASS PLOT, 24 FEET
 NF0500'EAST OF THE EAST OF THE EAST SIDEWALK EDGE ON TOMPKINS STREET,
 NF0500'AND 20 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED
 NF0500'ELEV. 823.666 FT. I 10 1916 AND SET IN THE TOP OF A CONCRETE
 NF0500'POST.  NOTE-- IT SEEMS TO HAVE BEEN REMOVED, CONCRETE BROKEN
 NF0500'AWAY FROM CENTER SHAFT, THEN REPLACED.  THE SHAFT IS BADLY BENT.
 NF0500'THE MARK IS LOOSE, TIPPED OUT OF POSITION, AND USELESS AS A
 NF0500'LEVEL.
 NF0500
 NF0500                          STATION RECOVERY (2001)
 NF0500
 NF0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0500'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0222 ***********************************************************************
 PL0222  DESIGNATION -  I14
 PL0222  PID         -  PL0222
 PL0222  STATE/COUNTY-  MI/WEXFORD
 PL0222  USGS QUAD   -  
 PL0222
 PL0222                         *CURRENT SURVEY CONTROL
 PL0222  ___________________________________________________________________
 PL0222* NAD 83(1986)-  44 24 26.     (N)    085 23 54.     (W)     SCALED    
 PL0222* NAVD 88     -       345.490  (meters)    1133.50   (feet)  ADJUSTED  
 PL0222  ___________________________________________________________________
 PL0222  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PL0222  DYNAMIC HT  -         345.449 (meters)    1133.36  (feet)  COMP
 PL0222  MODELED GRAV-     980,487.1   (mgal)                       NAVD 88
 PL0222
 PL0222  VERT ORDER  -  FIRST     CLASS II
 PL0222
 PL0222.The horizontal coordinates were scaled from a topographic map and have
 PL0222.an estimated accuracy of +/- 6 seconds.
 PL0222
 PL0222.The orthometric height was determined by differential leveling
 PL0222.and adjusted by the National Geodetic Survey in June 1991..
 PL0222
 PL0222.The geoid height was determined by GEOID03.
 PL0222
 PL0222.The dynamic height is computed by dividing the NAVD 88
 PL0222.geopotential number by the normal gravity value computed on the
 PL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0222.degrees latitude (g = 980.6199 gals.).
 PL0222
 PL0222.The modeled gravity was interpolated from observed gravity values.
 PL0222
 PL0222;                    North         East    Units  Estimated Accuracy
 PL0222;SPC MI C     -   121,710.    5,917,830.      MT  (+/- 180 meters Scaled)
 PL0222
 PL0222                          SUPERSEDED SURVEY CONTROL
 PL0222
 PL0222.No superseded survey control is available for this station.
 PL0222
 PL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ275183(NAD 83)
 PL0222_MARKER: DB = BENCH MARK DISK
 PL0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0222_SP_SET: WALL
 PL0222_STAMPING: ELEV 1133.787 FT I 14 1916
 PL0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0222
 PL0222  HISTORY     - Date     Condition        Report By
 PL0222  HISTORY     - 1916     MONUMENTED       CGS
 PL0222  HISTORY     - 1934     GOOD             NGS
 PL0222  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0222
 PL0222                          STATION DESCRIPTION
 PL0222
 PL0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0222'AT MANTON.
 PL0222'AT MANTON, WEXFORD COUNTY, IN THE WEST WALL OF THE HIGH SCHOOL
 PL0222'BUILDING, AND NEAR THE NORTHWEST CORNER.  A STANDARD DISK
 PL0222'STAMPED ELEV 1133.787 FT I 14 1916.
 PL0222
 PL0222                          STATION RECOVERY (1996)
 PL0222
 PL0222'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0223 ***********************************************************************
 PL0223  DESIGNATION -  I14 RESET
 PL0223  PID         -  PL0223
 PL0223  STATE/COUNTY-  MI/WEXFORD
 PL0223  USGS QUAD   -  
 PL0223
 PL0223                         *CURRENT SURVEY CONTROL
 PL0223  ___________________________________________________________________
 PL0223* NAD 83(1994)-  44 24 23.25644(N)    085 23 49.02240(W)     ADJUSTED  
 PL0223* NAVD 88     -       344.71   (meters)    1130.9    (feet)  LEVELING  
 PL0223  ___________________________________________________________________
 PL0223  X           -     366,286.854 (meters)                     COMP
 PL0223  Y           -  -4,549,488.551 (meters)                     COMP
 PL0223  Z           -   4,440,686.279 (meters)                     COMP
 PL0223  LAPLACE CORR-           3.89  (seconds)                    DEFLEC99
 PL0223  ELLIP HEIGHT-         311.17  (meters)          (02/03/97) GPS OBS
 PL0223  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 PL0223  OBS GRAVITY -     980,486.6   (mgal)                       GRAV_OBS
 PL0223
 PL0223  HORZ ORDER  -  FIRST
 PL0223  VERT ORDER  -  THIRD ?
 PL0223  ELLP ORDER  -  FOURTH    CLASS I
 PL0223
 PL0223.The horizontal coordinates were established by GPS observations
 PL0223.and adjusted by the National Geodetic Survey in February 1997..
 PL0223
 PL0223.The orthometric height was determined by differential leveling.
 PL0223.The vertical network tie was performed by a horz. field party for horz.
 PL0223.obs reductions. Reset procedures were used to establish the elevation.
 PL0223
 PL0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0223
 PL0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0223
 PL0223.The ellipsoidal height was determined by GPS observations
 PL0223.and is referenced to NAD 83.
 PL0223
 PL0223.The geoid height was determined by GEOID03.
 PL0223.The observed gravity was obtained from relative gravimeter ties
 PL0223.to the IGSN71 gravity network.
 PL0223
 PL0223;                    North         East     Units Scale Factor Converg.
 PL0223;SPC MI C     -   121,620.254 5,917,936.860   MT  0.99995632   -0 43 40.1
 PL0223;SPC MI C     -   399,016.58 19,415,803.35   iFT  0.99995632   -0 43 40.1
 PL0223;UTM  16      - 4,918,268.730   627,642.772   MT  0.99980037   +1 07 18.7
 PL0223
 PL0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0223!SPC MI C     -   0.99995121  x   0.99995632  =   0.99990753
 PL0223!UTM  16      -   0.99995121  x   0.99980037  =   0.99975159
 PL0223
 PL0223                          SUPERSEDED SURVEY CONTROL
 PL0223
 PL0223  NAD 83(1986)-  44 24 23.25480(N)    085 23 49.02275(W) AD(       ) 1
 PL0223  NGVD 29 (??/??/??)  344.71   (m)         1130.9    (f) RESET       3  
 PL0223
 PL0223.Superseded values are not recommended for survey control.
 PL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0223.See file dsdata.txt to determine how the superseded data were derived.
 PL0223
 PL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2764318269(NAD 83)
 PL0223_MARKER: DB = BENCH MARK DISK
 PL0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PL0223_SP_SET: 16 INCH BRICK WALL
 PL0223_STAMPING: I 14 RESET 1961
 PL0223_MARK LOGO: NGS   
 PL0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0223+STABILITY: SURFACE MOTION
 PL0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0223+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1993
 PL0223
 PL0223  HISTORY     - Date     Condition        Report By
 PL0223  HISTORY     - 1961     MONUMENTED       MI2990
 PL0223  HISTORY     - 19930513 GOOD             MIDT
 PL0223  HISTORY     - 19960706 GOOD             USPSQD
 PL0223
 PL0223                          STATION DESCRIPTION
 PL0223
 PL0223'DESCRIBED BY CITY OF MANTON MICHIGAN 1961
 PL0223'AT MANTON.
 PL0223'THIS MARK IS LOCATED AT MANTON, ON TOP OF THE WEST FOUNDATION
 PL0223'WALL AT THE NORTHWEST CORNER OF THE BOILER ROOM ON THE NEW
 PL0223'HIGH SCHOOL BUILDING BUILT LAST YEAR (1960).
 PL0223
 PL0223                          STATION RECOVERY (1993)
 PL0223
 PL0223'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993
 PL0223'STATION IS LOCATED IN QUAD 440852 ON THE MANTON QUADRANGLE MAP.
 PL0223'STATION IS IN THE CITY OF MANTON, IN THE SOUTHWEST 1/4 OF SECTION 3,
 PL0223'T-23-N, R-9-W, CEDAR CREEK TOWNSHIP.  ABOUT 17 MI (27.4 KM) EAST FROM
 PL0223'MESICK, ABOUT 11.5 MI (18.5 KM) NORTHWEST FROM LAKE CITY AND ABOUT 12
 PL0223'MI (19.3 KM) NORTH FROM CADILLAC.
 PL0223'TO REACH FROM THE JUNCTION OF UNITED STATES HIGHWAY 131 AND STATE
 PL0223'HIGHWAY M-42, WHICH IS ABOUT ONE HALF MILE SOUTH OF THE CENTER OF THE
 PL0223'CITY OF MANTON, GO NORTH 0.1 MI (0.2 KM) ALONG UNITED STATES HIGHWAY
 PL0223'131 TO FIFTH STREET. TURN RIGHT AND GO EAST 300 FT (91.4 M) ALONG
 PL0223'FIFTH STREET TO MANTON CONSOLIDATED SCHOOL DRIVE. TURN LEFT AND GO
 PL0223'NORTH 300 FT (91.4 M) ALONG SCHOOL DRIVE TO STATION ADJACENT TO WATER
 PL0223'VALVE AS DESCRIBED.
 PL0223'STATION IS A BRONZE DISK STAMPED I 14 RESET 1961 SET IN A 16 INCH
 PL0223'BRICK WALL, 86.5 FT (26.4 M) SOUTH OF A SCHOOL FLAG POLE, 79.5 FT
 PL0223'(24.2 M) NORTHEAST OF UTILITY POLE, 9.7 FT (3.0 M) EAST OF THE END OF
 PL0223'BRICK WALL, AND 0.6 FT (18.3 CM) WEST OF SCHOOL BUILDING WALL FACE.
 PL0223
 PL0223                          STATION RECOVERY (1996)
 PL0223
 PL0223'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0473 ***********************************************************************
 OK0473  DESIGNATION -  I15
 OK0473  PID         -  OK0473
 OK0473  STATE/COUNTY-  MI/OSCEOLA
 OK0473  USGS QUAD   -  REED CITY NORTH (1987)
 OK0473
 OK0473                         *CURRENT SURVEY CONTROL
 OK0473  ___________________________________________________________________
 OK0473* NAD 83(1986)-  43 56 19.     (N)    085 31 19.     (W)     SCALED    
 OK0473* NAVD 88     -       334.331  (meters)    1096.88   (feet)  ADJUSTED  
 OK0473  ___________________________________________________________________
 OK0473  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OK0473  DYNAMIC HT  -         334.279 (meters)    1096.71  (feet)  COMP
 OK0473  MODELED GRAV-     980,454.8   (mgal)                       NAVD 88
 OK0473
 OK0473  VERT ORDER  -  FIRST     CLASS II
 OK0473
 OK0473.The horizontal coordinates were scaled from a topographic map and have
 OK0473.an estimated accuracy of +/- 6 seconds.
 OK0473
 OK0473.The orthometric height was determined by differential leveling
 OK0473.and adjusted by the National Geodetic Survey in June 1991..
 OK0473
 OK0473.The geoid height was determined by GEOID03.
 OK0473
 OK0473.The dynamic height is computed by dividing the NAVD 88
 OK0473.geopotential number by the normal gravity value computed on the
 OK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0473.degrees latitude (g = 980.6199 gals.).
 OK0473
 OK0473.The modeled gravity was interpolated from observed gravity values.
 OK0473
 OK0473;                    North         East    Units  Estimated Accuracy
 OK0473;SPC MI C     -    69,770.    5,907,240.      MT  (+/- 180 meters Scaled)
 OK0473
 OK0473                          SUPERSEDED SURVEY CONTROL
 OK0473
 OK0473  NGVD 29 (??/??/92)  334.433  (m)         1097.22   (f) ADJ UNCH    1 2
 OK0473
 OK0473.Superseded values are not recommended for survey control.
 OK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0473.See file dsdata.txt to determine how the superseded data were derived.
 OK0473
 OK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP186661(NAD 83)
 OK0473_MARKER: Z = SEE DESCRIPTION
 OK0473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0473_SP_SET: RAIL
 OK0473_STAMPING: 307
 OK0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0473
 OK0473  HISTORY     - Date     Condition        Report By
 OK0473  HISTORY     - UNK      MONUMENTED       CGS
 OK0473  HISTORY     - 1934     GOOD             NGS
 OK0473  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 OK0473  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0473
 OK0473                          STATION DESCRIPTION
 OK0473
 OK0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0473'2.5 MI S FROM ASHTON.
 OK0473'2.5 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 OK0473'AT ASHTON, OSCEOLA COUNTY, AT MILEPOST 307, AND 5.7 FEET EAST
 OK0473'OF THE EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL
 OK0473'PROJECTING 5 INCHES ABOVE GROUND AND STAMPED 307.
 OK0473
 OK0473                          STATION RECOVERY (1985)
 OK0473
 OK0473'RECOVERY NOTE BY US POWER SQUADRON 1985
 OK0473'MARK NOT FOUND.
 OK0473
 OK0473                          STATION RECOVERY (2001)
 OK0473
 OK0473'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0675 ***********************************************************************
 NE0675  DESIGNATION -  I20
 NE0675  PID         -  NE0675
 NE0675  STATE/COUNTY-  MI/WASHTENAW
 NE0675  USGS QUAD   -  DEXTER (1983)
 NE0675
 NE0675                         *CURRENT SURVEY CONTROL
 NE0675  ___________________________________________________________________
 NE0675* NAD 83(1986)-  42 20 26.     (N)    083 53 06.     (W)     SCALED    
 NE0675* NAVD 88     -       262.610  (meters)     861.58   (feet)  ADJUSTED  
 NE0675  ___________________________________________________________________
 NE0675  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NE0675  DYNAMIC HT  -         262.532 (meters)     861.32  (feet)  COMP
 NE0675  MODELED GRAV-     980,317.7   (mgal)                       NAVD 88
 NE0675
 NE0675  VERT ORDER  -  FIRST     CLASS II
 NE0675
 NE0675.The horizontal coordinates were scaled from a topographic map and have
 NE0675.an estimated accuracy of +/- 6 seconds.
 NE0675
 NE0675.The orthometric height was determined by differential leveling
 NE0675.and adjusted by the National Geodetic Survey in June 1991..
 NE0675
 NE0675.The geoid height was determined by GEOID03.
 NE0675
 NE0675.The dynamic height is computed by dividing the NAVD 88
 NE0675.geopotential number by the normal gravity value computed on the
 NE0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0675.degrees latitude (g = 980.6199 gals.).
 NE0675
 NE0675.The modeled gravity was interpolated from observed gravity values.
 NE0675
 NE0675;                    North         East    Units  Estimated Accuracy
 NE0675;SPC MI S     -    93,480.    4,039,690.      MT  (+/- 180 meters Scaled)
 NE0675
 NE0675                          SUPERSEDED SURVEY CONTROL
 NE0675
 NE0675  NGVD 29 (??/??/92)  262.733  (m)          861.98   (f) ADJ UNCH    1 2
 NE0675
 NE0675.Superseded values are not recommended for survey control.
 NE0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0675.See file dsdata.txt to determine how the superseded data were derived.
 NE0675
 NE0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG623916(NAD 83)
 NE0675_MARKER: DB = BENCH MARK DISK
 NE0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0675_STAMPING: I 20 1916 861.983
 NE0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0675+STABILITY: SURFACE MOTION
 NE0675
 NE0675  HISTORY     - Date     Condition        Report By
 NE0675  HISTORY     - 1916     MONUMENTED       CGS
 NE0675  HISTORY     - 1948     GOOD             NGS
 NE0675  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0675  HISTORY     - 19981031 GOOD             USPSQD
 NE0675
 NE0675                          STATION DESCRIPTION
 NE0675
 NE0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NE0675'AT DEXTER.
 NE0675'AT DEXTER, 253 FEET WEST OF THE NORTHWEST CORNER OF THE NEW
 NE0675'YORK CENTRAL RAILROAD STATION, 47 FEET SOUTHWEST OF A MAIL
 NE0675'PICK-UP STAND, 42 FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH
 NE0675'TRACK, 2 FEET NORTH OF A FENCE LINE, 1 1/2 FEET ABOVE THE
 NE0675'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 NE0675
 NE0675                          STATION RECOVERY (1985)
 NE0675
 NE0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0675'THERE HAS BEEN GRADING AT THIS LOCATION.
 NE0675
 NE0675                          STATION RECOVERY (1998)
 NE0675
 NE0675'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0707 ***********************************************************************
 NE0707  DESIGNATION -  I21
 NE0707  PID         -  NE0707
 NE0707  STATE/COUNTY-  MI/WAYNE
 NE0707  USGS QUAD   -  DENTON (1980)
 NE0707
 NE0707                         *CURRENT SURVEY CONTROL
 NE0707  ___________________________________________________________________
 NE0707* NAD 83(1986)-  42 15 17.     (N)    083 31 27.     (W)     SCALED    
 NE0707* NAVD 88     -       215.132  (meters)     705.81   (feet)  ADJUSTED  
 NE0707  ___________________________________________________________________
 NE0707  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NE0707  DYNAMIC HT  -         215.066 (meters)     705.60  (feet)  COMP
 NE0707  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 NE0707
 NE0707  VERT ORDER  -  FIRST     CLASS II
 NE0707
 NE0707.The horizontal coordinates were scaled from a topographic map and have
 NE0707.an estimated accuracy of +/- 6 seconds.
 NE0707
 NE0707.The orthometric height was determined by differential leveling
 NE0707.and adjusted by the National Geodetic Survey in June 1991..
 NE0707
 NE0707.The geoid height was determined by GEOID03.
 NE0707
 NE0707.The dynamic height is computed by dividing the NAVD 88
 NE0707.geopotential number by the normal gravity value computed on the
 NE0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0707.degrees latitude (g = 980.6199 gals.).
 NE0707
 NE0707.The modeled gravity was interpolated from observed gravity values.
 NE0707
 NE0707;                    North         East    Units  Estimated Accuracy
 NE0707;SPC MI S     -    84,180.    4,069,520.      MT  (+/- 180 meters Scaled)
 NE0707
 NE0707                          SUPERSEDED SURVEY CONTROL
 NE0707
 NE0707  NGVD 29 (??/??/92)  215.262  (m)          706.24   (f) ADJ UNCH    1 2
 NE0707
 NE0707.Superseded values are not recommended for survey control.
 NE0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0707.See file dsdata.txt to determine how the superseded data were derived.
 NE0707
 NE0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG917811(NAD 83)
 NE0707_MARKER: DB = BENCH MARK DISK
 NE0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0707_STAMPING: I 21 1916
 NE0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0707+STABILITY: SURFACE MOTION
 NE0707
 NE0707  HISTORY     - Date     Condition        Report By
 NE0707  HISTORY     - 1916     MONUMENTED       CGS
 NE0707  HISTORY     - 1934     POOR             NGS
 NE0707
 NE0707                          STATION DESCRIPTION
 NE0707
 NE0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0707'AT DENTON.
 NE0707'AT DENTON, WAYNE COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, AND
 NE0707'AT THE SOUTHWEST CORNER OF THE AMERICAN EXPRESS COMPANY OFFICE.
 NE0707'A STANDARD DISK, STAMPED I 21 1916 AND SET IN THE TOP OF A CONCRETE
 NE0707'POST.  NOTE-- IN AUGUST 1934 IT WAS REPORTED THAT THE POST HAS
 NE0707'BEEN BROKEN AND THAT THE PORTION CONTAINING THE DISK IS BURIED IN
 NE0707'THE GROUND AT A POINT 13 YARDS WEST OF THE SOUTHWEST CORNER OF THE
 NE0707'OLD BRICK BUILDING NORTHEAST OF THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0175 ***********************************************************************
 RK0175  DESIGNATION -  I22
 RK0175  PID         -  RK0175
 RK0175  STATE/COUNTY-  MI/MARQUETTE
 RK0175  USGS QUAD   -  HELENA (1989)
 RK0175
 RK0175                         *CURRENT SURVEY CONTROL
 RK0175  ___________________________________________________________________
 RK0175* NAD 83(1986)-  46 13 02.     (N)    087 16 15.     (W)     SCALED    
 RK0175* NAVD 88     -       342.238  (meters)    1122.83   (feet)  POSTED    
 RK0175  ___________________________________________________________________
 RK0175  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 RK0175  DYNAMIC HT  -         342.250 (meters)    1122.87  (feet)  COMP
 RK0175  MODELED GRAV-     980,626.8   (mgal)                       NAVD 88
 RK0175
 RK0175  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RK0175
 RK0175.The horizontal coordinates were scaled from a topographic map and have
 RK0175.an estimated accuracy of +/- 6 seconds.
 RK0175
 RK0175.The orthometric height was determined by differential leveling
 RK0175.and adjusted by the National Geodetic Survey in 1992..
 RK0175.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RK0175.rate of 2.1 thru 3.0 mm/km.
 RK0175
 RK0175.The geoid height was determined by GEOID03.
 RK0175
 RK0175.The dynamic height is computed by dividing the NAVD 88
 RK0175.geopotential number by the normal gravity value computed on the
 RK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0175.degrees latitude (g = 980.6199 gals.).
 RK0175
 RK0175.The modeled gravity was interpolated from observed gravity values.
 RK0175
 RK0175;                    North         East    Units  Estimated Accuracy
 RK0175;SPC MI N     -   159,400.    7,979,110.      MT  (+/- 180 meters Scaled)
 RK0175
 RK0175                          SUPERSEDED SURVEY CONTROL
 RK0175
 RK0175  NGVD 29 (??/??/92)  342.048  (m)         1122.20   (f) ADJ UNCH    1 2
 RK0175
 RK0175.Superseded values are not recommended for survey control.
 RK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0175.See file dsdata.txt to determine how the superseded data were derived.
 RK0175
 RK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS791182(NAD 83)
 RK0175_MARKER: DB = BENCH MARK DISK
 RK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0175_STAMPING: I 22
 RK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0175+STABILITY: SURFACE MOTION
 RK0175
 RK0175  HISTORY     - Date     Condition        Report By
 RK0175  HISTORY     - UNK      MONUMENTED       CGS
 RK0175  HISTORY     - 1956     POOR             NGS
 RK0175
 RK0175                          STATION DESCRIPTION
 RK0175
 RK0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RK0175'AT HELENA.
 RK0175'AT HELENA, MARQUETTE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 RK0175'RAILWAY, 0.4 MILE NORTH OF THE CROSSING OF STATE HIGHWAY M 35,
 RK0175'23 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, AND 22 FEET
 RK0175'WEST OF THE CENTERLINE OF A SPUR TRACK.  A STANDARD DISK, STAMPED
 RK0175'I 22 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IN JANUARY
 RK0175'1934 IT WAS REPORTED THAT THE CONCRETE POST WAS LEANING AND LOOSE
 RK0175'IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0289 ***********************************************************************
 RJ0289  DESIGNATION -  I75
 RJ0289  PID         -  RJ0289
 RJ0289  STATE/COUNTY-  MI/MACKINAC
 RJ0289  USGS QUAD   -  CHARLES (1976)
 RJ0289
 RJ0289                         *CURRENT SURVEY CONTROL
 RJ0289  ___________________________________________________________________
 RJ0289* NAD 83(1986)-  46 03 25.     (N)    084 41 04.     (W)     SCALED    
 RJ0289* NAVD 88     -       195.430  (meters)     641.17   (feet)  ADJUSTED  
 RJ0289  ___________________________________________________________________
 RJ0289  GEOID HEIGHT-         -35.60  (meters)                     GEOID03
 RJ0289  DYNAMIC HT  -         195.438 (meters)     641.20  (feet)  COMP
 RJ0289  MODELED GRAV-     980,649.8   (mgal)                       NAVD 88
 RJ0289
 RJ0289  VERT ORDER  -  FIRST     CLASS 0
 RJ0289
 RJ0289.The horizontal coordinates were scaled from a topographic map and have
 RJ0289.an estimated accuracy of +/- 6 seconds.
 RJ0289
 RJ0289.The orthometric height was determined by differential leveling
 RJ0289.and adjusted by the National Geodetic Survey in June 1991..
 RJ0289
 RJ0289.The geoid height was determined by GEOID03.
 RJ0289
 RJ0289.The dynamic height is computed by dividing the NAVD 88
 RJ0289.geopotential number by the normal gravity value computed on the
 RJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0289.degrees latitude (g = 980.6199 gals.).
 RJ0289
 RJ0289.The modeled gravity was interpolated from observed gravity values.
 RJ0289
 RJ0289;                    North         East    Units  Estimated Accuracy
 RJ0289;SPC MI N     -   144,170.    8,179,150.      MT  (+/- 180 meters Scaled)
 RJ0289
 RJ0289                          SUPERSEDED SURVEY CONTROL
 RJ0289
 RJ0289.No superseded survey control is available for this station.
 RJ0289
 RJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS791029(NAD 83)
 RJ0289_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ0289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0289_SP_SET: OVERPASS WALL
 RJ0289_MARK LOGO: NONE  
 RJ0289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0289
 RJ0289  HISTORY     - Date     Condition        Report By
 RJ0289  HISTORY     - 1972     MONUMENTED       NOS
 RJ0289  HISTORY     - 1972     GOOD             USLS
 RJ0289  HISTORY     - 1983     GOOD             NGS
 RJ0289  HISTORY     - 19950711 GOOD             USPSQD
 RJ0289  HISTORY     - 20010331 GOOD             NGS
 RJ0289  HISTORY     - 20040417 GOOD             USPSQD
 RJ0289
 RJ0289                          STATION DESCRIPTION
 RJ0289
 RJ0289'DESCRIBED BY US LAKE SURVEY 1972
 RJ0289'13 MI W FROM HESSEL.
 RJ0289'I 75 IS IN MACKINAC COUNTY, MICHIGAN, 13 MILES WEST FROM THE
 RJ0289'INTERSECTION OF 3 MILE ROAD (CO. RD. 130) AND HIGHWAY M-134 AND
 RJ0289'MACKINAC TRAIL (OLD U.S. 2 NOW CO. RD. 412), ON TOP OF SOUTHWEST
 RJ0289'ABUTMENT WALL OF OVERPASS ON SOUTH-BOUND I-75, 19.0 FEET SOUTH
 RJ0289'OF CENTERLINE OF HIGHWAY M-134, 1.2 FEET SOUTHWEST OF NORTHEAST
 RJ0289'CORNER FORMED BY BRIDGE AND ABUTMENT WALL, 0.8 FOOT WEST OF
 RJ0289'EAST EDGE OF WALL, BEING HIGHEST POINT OVER CROSS AT CENTER
 RJ0289'OF BRONZE DISC SET INTO THE CONCRETE WALL.
 RJ0289
 RJ0289                          STATION RECOVERY (1983)
 RJ0289
 RJ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0289'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 RJ0289'21.95 KM (13.65 MI) WEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF
 RJ0289'COUNTY ROAD 130 IN HESSEL, ALSO 0.55 KM (0.35 MI) FROM THE JUNCTION OF
 RJ0289'STATE HIGHWAY 134 AND MACKINAW TRAIL, SET IN TOP OF THE SOUTHWEST
 RJ0289'ABUTMENT WALL OF OVERPASS ON SOUTH BOUND INTERSTATE 75, 5.79 METERS
 RJ0289'(19.0 FT) SOUTH OF CENTERLINE OF HIGHWAY 134, 0.36 METERS (1.2 FT)
 RJ0289'SOUTHWEST OF NORTHEAST CORNER FORMED BY BRIDGE AND ABUTMENT WALL,
 RJ0289'0.24 METERS (0.8 FT) WEST OF EAST EDGE OF WALL.
 RJ0289'THE MARK IS 0.3 M ABOVE HIGHWAY.
 RJ0289
 RJ0289                          STATION RECOVERY (1995)
 RJ0289
 RJ0289'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0289'RECOVERED IN GOOD CONDITION.
 RJ0289
 RJ0289                          STATION RECOVERY (2001)
 RJ0289
 RJ0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0289'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0289
 RJ0289                          STATION RECOVERY (2004)
 RJ0289
 RJ0289'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1140 ***********************************************************************
 RJ1140  DESIGNATION -  IBC S MARK AT WHITEFISH POINT
 RJ1140  PID         -  RJ1140
 RJ1140  STATE/COUNTY-  MI/CHIPPEWA
 RJ1140  USGS QUAD   -  WHITEFISH POINT (1951)
 RJ1140
 RJ1140                         *CURRENT SURVEY CONTROL
 RJ1140  ___________________________________________________________________
 RJ1140* NAD 83(1994)-  46 46 14.55933(N)    084 57 27.58733(W)     ADJUSTED  
 RJ1140* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 RJ1140  ___________________________________________________________________
 RJ1140  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 RJ1140  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ1140
 RJ1140  HORZ ORDER  -  THIRD
 RJ1140
 RJ1140.The horizontal coordinates were established by classical geodetic methods
 RJ1140.and adjusted by the National Geodetic Survey in February 1997..
 RJ1140
 RJ1140.The orthometric height was scaled from a topographic map.
 RJ1140
 RJ1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1140
 RJ1140.The geoid height was determined by GEOID03.
 RJ1140
 RJ1140;                    North         East     Units Scale Factor Converg.
 RJ1140;SPC MI N     -   222,898.400 8,155,968.414   MT  0.99993871   +1 28 34.2
 RJ1140;SPC MI N     -   731,293.96 26,758,426.56   iFT  0.99993871   +1 28 34.2
 RJ1140;UTM  16      - 5,181,709.893   655,930.835   MT  0.99989886   +1 29 18.2
 RJ1140
 RJ1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1140!SPC MI N     -   0.99997655  x   0.99993871  =   0.99991527
 RJ1140!UTM  16      -   0.99997655  x   0.99989886  =   0.99987542
 RJ1140
 RJ1140                          SUPERSEDED SURVEY CONTROL
 RJ1140
 RJ1140  NAD 83(1986)-  46 46 14.55284(N)    084 57 27.58368(W) AD(       ) 3
 RJ1140  NAD 27      -  46 46 14.43383(N)    084 57 27.22911(W) AD(       ) 3
 RJ1140
 RJ1140.Superseded values are not recommended for survey control.
 RJ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1140.See file dsdata.txt to determine how the superseded data were derived.
 RJ1140
 RJ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5593181710(NAD 83)
 RJ1140_MARKER: Z = SEE DESCRIPTION
 RJ1140_SETTING: 0 = UNSPECIFIED SETTING
 RJ1140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1140
 RJ1140  HISTORY     - Date     Condition        Report By
 RJ1140  HISTORY     - 1965     MONUMENTED       CGS
 RJ1140  HISTORY     - 19940725 GOOD             USPSQD
 RJ1140
 RJ1140                          STATION DESCRIPTION
 RJ1140
 RJ1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1140'THE STATION IS LOCATED AT THE WHITEFISH POINT LIGHTHOUSE.
 RJ1140'
 RJ1140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND WIRE
 RJ1140'ROAD IN PARADISE,
 RJ1140'GO NORTH ON WIRE ROAD FOR 11.3 MILES TO THE LIGHTHOUSE
 RJ1140'ON THE LEFT.
 RJ1140'
 RJ1140'IT IS A INTERNATIONAL BOUNDARY COMMISSION BRONZE DISK NO STAMPING,
 RJ1140'IS CEMENTED IN A 3
 RJ1140'INCH CAST IRON PIPE WITH A SCREW CAP WHICH IS 3 INCHES
 RJ1140'BELOW THE GROUND SURFACE.  IT IS 41
 RJ1140'FEET EAST-NORTHEAST OF THE CENTER
 RJ1140'OF A BLACKTOP DRIVEWAY, 29 FEET NORTH OF A TELEPHONE
 RJ1140'POLE AND 19 FEET
 RJ1140'NORTHEAST OF A PAINT LOCKER.
 RJ1140'
 RJ1140'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION WHITE THE DISTANCE
 RJ1140'BEING (166.40
 RJ1140'FEET) OR 50.720 METERS.
 RJ1140
 RJ1140                          STATION RECOVERY (1994)
 RJ1140
 RJ1140'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1141 ***********************************************************************
 RJ1141  DESIGNATION -  IBC SE MARK AT WHITEFISH POINT
 RJ1141  PID         -  RJ1141
 RJ1141  STATE/COUNTY-  MI/CHIPPEWA
 RJ1141  USGS QUAD   -  WHITEFISH POINT (1951)
 RJ1141
 RJ1141                         *CURRENT SURVEY CONTROL
 RJ1141  ___________________________________________________________________
 RJ1141* NAD 83(1994)-  46 46 14.47119(N)    084 57 24.61871(W)     ADJUSTED  
 RJ1141* NAVD 88     -       184.6    (meters)     606.     (feet)  VERTCON   
 RJ1141  ___________________________________________________________________
 RJ1141  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 RJ1141  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ1141
 RJ1141  HORZ ORDER  -  THIRD
 RJ1141
 RJ1141.The horizontal coordinates were established by classical geodetic methods
 RJ1141.and adjusted by the National Geodetic Survey in February 1997..
 RJ1141
 RJ1141.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1141
 RJ1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1141
 RJ1141.The geoid height was determined by GEOID03.
 RJ1141
 RJ1141;                    North         East     Units Scale Factor Converg.
 RJ1141;SPC MI N     -   222,897.302 8,156,031.444   MT  0.99993871   +1 28 36.4
 RJ1141;SPC MI N     -   731,290.36 26,758,633.35   iFT  0.99993871   +1 28 36.4
 RJ1141;UTM  16      - 5,181,708.809   655,993.863   MT  0.99989910   +1 29 20.3
 RJ1141
 RJ1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1141!SPC MI N     -   0.99997677  x   0.99993871  =   0.99991548
 RJ1141!UTM  16      -   0.99997677  x   0.99989910  =   0.99987588
 RJ1141
 RJ1141                          SUPERSEDED SURVEY CONTROL
 RJ1141
 RJ1141  NAD 83(1986)-  46 46 14.46533(N)    084 57 24.61542(W) AD(       ) 3
 RJ1141  NAD 27      -  46 46 14.34301(N)    084 57 24.26182(W) AD(       ) 3
 RJ1141  NGVD 29 (07/19/86)  184.6    (m)          606.     (f) VERT ANG       
 RJ1141
 RJ1141.Superseded values are not recommended for survey control.
 RJ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1141.See file dsdata.txt to determine how the superseded data were derived.
 RJ1141
 RJ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS5599481709(NAD 83)
 RJ1141_MARKER: DD = SURVEY DISK
 RJ1141_SETTING: 0 = UNSPECIFIED SETTING
 RJ1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1141
 RJ1141  HISTORY     - Date     Condition        Report By
 RJ1141  HISTORY     - 1965     MONUMENTED       CGS
 RJ1141  HISTORY     - 1981     GOOD             NOS
 RJ1141
 RJ1141                          STATION DESCRIPTION
 RJ1141
 RJ1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1141'THE STATION IS LOCATED AT THE WHITEFISH POINT LIGHTHOUSE.
 RJ1141'
 RJ1141'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 123 AND WIRE
 RJ1141'ROAD IN PARADISE,
 RJ1141'GO NORTH ON WIRE ROAD FOR 11.3 MILES TO THE LIGHTHOUSE
 RJ1141'ON THE LEFT.
 RJ1141'
 RJ1141'IT IS A INTERNATIONAL BOUNDARY COMMISSION BRONZE DISK NO STAMPING,
 RJ1141'IS CEMENTED IN A
 RJ1141'DRILL HOLE IN CONCRETE OF THE SOUTH FOOTING OF THE
 RJ1141'WEATHER TOWER.  IT IS 140 FEET
 RJ1141'SOUTH OF A FLAGPOLE, 56 FEET NORTHEAST
 RJ1141'OF THE NORTHEAST CORNER OF A GARAGE AND 15 FEET
 RJ1141'NORTH OF THE CENTER
 RJ1141'OF A PAVED ROAD.
 RJ1141'
 RJ1141'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION WHITE THE DISTANCE
 RJ1141'BEING (236.42
 RJ1141'FEET) OR 72.0610 METERS.
 RJ1141
 RJ1141                          STATION RECOVERY (1981)
 RJ1141
 RJ1141'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1141'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0227 ***********************************************************************
 NE0227  DESIGNATION -  IBM 31
 NE0227  PID         -  NE0227
 NE0227  STATE/COUNTY-  MI/ST CLAIR
 NE0227  USGS QUAD   -  ALGONAC (1978)
 NE0227
 NE0227                         *CURRENT SURVEY CONTROL
 NE0227  ___________________________________________________________________
 NE0227* NAD 83(1986)-  42 35 21.     (N)    082 33 13.     (W)     SCALED    
 NE0227* NAVD 88     -       177.053  (meters)     580.88   (feet)  ADJUSTED  
 NE0227  ___________________________________________________________________
 NE0227  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0227  DYNAMIC HT  -         177.003 (meters)     580.72  (feet)  COMP
 NE0227  MODELED GRAV-     980,336.5   (mgal)                       NAVD 88
 NE0227
 NE0227  VERT ORDER  -  FIRST     CLASS 0
 NE0227
 NE0227.The horizontal coordinates were scaled from a topographic map and have
 NE0227.an estimated accuracy of +/- 6 seconds.
 NE0227
 NE0227.The orthometric height was determined by differential leveling
 NE0227.and adjusted by the National Geodetic Survey in June 1991..
 NE0227
 NE0227.The geoid height was determined by GEOID03.
 NE0227
 NE0227.The dynamic height is computed by dividing the NAVD 88
 NE0227.geopotential number by the normal gravity value computed on the
 NE0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0227.degrees latitude (g = 980.6199 gals.).
 NE0227
 NE0227.The modeled gravity was interpolated from observed gravity values.
 NE0227
 NE0227;                    North         East    Units  Estimated Accuracy
 NE0227;SPC MI S     -   122,580.    4,148,800.      MT  (+/- 180 meters Scaled)
 NE0227
 NE0227                          SUPERSEDED SURVEY CONTROL
 NE0227
 NE0227  NGVD 29 (??/??/92)  177.186  (m)          581.32   (f) ADJ UNCH    1 0
 NE0227
 NE0227.Superseded values are not recommended for survey control.
 NE0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0227.See file dsdata.txt to determine how the superseded data were derived.
 NE0227
 NE0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH725163(NAD 83)
 NE0227_MARKER: Z = SEE DESCRIPTION
 NE0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0227_SP_SET: MONUMENT
 NE0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0227+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 NE0227
 NE0227  HISTORY     - Date     Condition        Report By
 NE0227  HISTORY     - 1956     MONUMENTED       IBC
 NE0227  HISTORY     - 1970     GOOD             USLS
 NE0227  HISTORY     - 19960922 GOOD             USPSQD
 NE0227  HISTORY     - 20011018 GOOD             LOCENG
 NE0227
 NE0227                          STATION DESCRIPTION
 NE0227
 NE0227'DESCRIBED BY US LAKE SURVEY 1970
 NE0227'AT HARSENS ISLAND.
 NE0227'IBM 31 IS ON SOUTHEAST SIDE OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0227'MICHIGAN, ABOUT 1.5 MILES UPRIVER FROM HARSENS ISLAND RANGE
 NE0227'LIGHTS, ON GREGORY ROMPS PROPERTY AT NO. 2206 SOUTH CHANNEL
 NE0227'DRIVE, 56.0 FEET NORTHEASTERLY FROM NORTHEAST CORNER OF THE
 NE0227'DWELLING, 29.5 FEET SOUTHEASTERLY FROM A 36-INCH MAPLE, 27.0
 NE0227'FEET NORTH OF A 40-INCH MAPLE, 2-1/2 FEET ABOVE THE GROUND,
 NE0227'BEING HIGHEST POINT ON TOP OF A LEAD PLUG SET INTO TOP OF
 NE0227'INTERNATIONAL BOUNDARY MONUMENT NO. 31.  NOTE-- BM 1956
 NE0227
 NE0227                          STATION RECOVERY (1996)
 NE0227
 NE0227'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0227'RECOVERED IN GOOD CONDITION.
 NE0227
 NE0227                          STATION RECOVERY (2001)
 NE0227
 NE0227'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0227'RECOVERED AS DESCRIBED, EXCEPT LEAD PLUG SEEMS TO BE MISSING, BUT IRON
 NE0227'OR STEEL PIPE REMAINS. THE INTERNATIONAL BOUNDARY MONUMENT IS A ROUND,
 NE0227'WHITE-PAINTED CONCRETE STRUCTURE WITH A FLAT FACE ON THE EAST SIDE
 NE0227'WITH THE NUMBER 31 CAST INTO IT. MARGINAL FOR GPS OCCUPATION DUE TO
 NE0227'PARTIAL TREE COVER, BUT CAN SET AN ECCENTRIC STATION CLOSE BY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0260 ***********************************************************************
 NE0260  DESIGNATION -  IBM 34 IBC
 NE0260  PID         -  NE0260
 NE0260  STATE/COUNTY-  MI/ST CLAIR
 NE0260  USGS QUAD   -  MARINE CITY (1968)
 NE0260
 NE0260                         *CURRENT SURVEY CONTROL
 NE0260  ___________________________________________________________________
 NE0260* NAD 83(1986)-  42 38 23.     (N)    082 30 54.     (W)     SCALED    
 NE0260* NAVD 88     -       177.662  (meters)     582.88   (feet)  ADJUSTED  
 NE0260  ___________________________________________________________________
 NE0260  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0260  DYNAMIC HT  -         177.613 (meters)     582.72  (feet)  COMP
 NE0260  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 NE0260
 NE0260  VERT ORDER  -  FIRST     CLASS 0
 NE0260
 NE0260.The horizontal coordinates were scaled from a topographic map and have
 NE0260.an estimated accuracy of +/- 6 seconds.
 NE0260
 NE0260.The orthometric height was determined by differential leveling
 NE0260.and adjusted by the National Geodetic Survey in June 1991..
 NE0260.WARNING-Repeat measurements at this control monument indicate possible
 NE0260.vertical movement.
 NE0260
 NE0260.The geoid height was determined by GEOID03.
 NE0260
 NE0260.The dynamic height is computed by dividing the NAVD 88
 NE0260.geopotential number by the normal gravity value computed on the
 NE0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0260.degrees latitude (g = 980.6199 gals.).
 NE0260
 NE0260.The modeled gravity was interpolated from observed gravity values.
 NE0260
 NE0260;                    North         East    Units  Estimated Accuracy
 NE0260;SPC MI S     -   128,270.    4,151,840.      MT  (+/- 180 meters Scaled)
 NE0260
 NE0260                          SUPERSEDED SURVEY CONTROL
 NE0260
 NE0260  NGVD 29 (??/??/??)  177.788  (m)          583.29   (f) ADJUSTED    1 0
 NE0260
 NE0260.Superseded values are not recommended for survey control.
 NE0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0260.See file dsdata.txt to determine how the superseded data were derived.
 NE0260
 NE0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757219(NAD 83)
 NE0260_MARKER: B = BOLT
 NE0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0260_SP_SET: CONCRETE MONUMENT
 NE0260_MARK LOGO: IBC   
 NE0260_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0260+STABILITY: SURFACE MOTION
 NE0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0260+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1994
 NE0260
 NE0260  HISTORY     - Date     Condition        Report By
 NE0260  HISTORY     - 1925     MONUMENTED       IBC
 NE0260  HISTORY     - 1970     GOOD             USLS
 NE0260  HISTORY     - 1980     GOOD             NGS
 NE0260  HISTORY     - 19941216 GOOD             LOCENG
 NE0260  HISTORY     - 19950624 GOOD             USPSQD
 NE0260
 NE0260                          STATION DESCRIPTION
 NE0260
 NE0260'DESCRIBED BY US LAKE SURVEY 1970
 NE0260'0.6 MI W FROM ALGONAC.
 NE0260'I B M 34 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 5/8 MILE ABOVE
 NE0260'UPRIVER VILLAGE LIMITS OF ALGONAC, ON WEST SIDE OF HIGHWAY
 NE0260'M-29, JUST UPRIVER FROM UPRIVER FENCE OF PROPERTY AT 9648,
 NE0260'2 FEET ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF COPPER
 NE0260'BOLT SET INTO TOP OF A CONCRETE MONUMENT, FORMING INTERNATIONAL
 NE0260'BOUNDARY MONUMENT NO. 34.  NOTE-- BM 1925
 NE0260
 NE0260                          STATION RECOVERY (1980)
 NE0260
 NE0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0260'2.8 KILOMETERS (1.75 MILES) NORTH ALONG STATE HIGHWAY 29 FROM THE
 NE0260'US CUSTOM BUILDING IN ALGONAC, SET IN THE FRONT LAWN OF HOUSE
 NE0260'9648 HIGHWAY 29, 21.1 METERS (69.2 FEET) EAST OF THE NORTHEAST
 NE0260'CORNER OF THE HOUSE, 11.4 METERS (37.4 FEET) SOUTHWEST OF A FIRE
 NE0260'HYDRANT, 8.7 METERS (28.5 FEET) WEST OF THE CENTER LINE OF THE
 NE0260'HIGHWAY.
 NE0260
 NE0260                          STATION RECOVERY (1994)
 NE0260
 NE0260'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0260'RECOVERED AS DESCRIBED.
 NE0260
 NE0260                          STATION RECOVERY (1995)
 NE0260
 NE0260'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7998 ***********************************************************************
 AE7998  DESIGNATION -  IBM 36
 AE7998  PID         -  AE7998
 AE7998  STATE/COUNTY-  MI/CHIPPEWA
 AE7998  USGS QUAD   -  BARBEAU (1975)
 AE7998
 AE7998                         *CURRENT SURVEY CONTROL
 AE7998  ___________________________________________________________________
 AE7998* NAD 83(1986)-  46 30 04.     (N)    084 20 32.     (W)     SCALED    
 AE7998* NAVD 88     -       183.933  (meters)     603.45   (feet)  ADJUSTED  
 AE7998  ___________________________________________________________________
 AE7998  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 AE7998  DYNAMIC HT  -         183.944 (meters)     603.49  (feet)  COMP
 AE7998  MODELED GRAV-     980,668.2   (mgal)                       NAVD 88
 AE7998
 AE7998  VERT ORDER  -  SECOND    CLASS I
 AE7998
 AE7998.The horizontal coordinates were scaled from a topographic map and have
 AE7998.an estimated accuracy of +/- 6 seconds.
 AE7998
 AE7998.The orthometric height was determined by differential leveling
 AE7998.and adjusted by the National Geodetic Survey in April 1998..
 AE7998
 AE7998.The geoid height was determined by GEOID03.
 AE7998
 AE7998.The dynamic height is computed by dividing the NAVD 88
 AE7998.geopotential number by the normal gravity value computed on the
 AE7998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7998.degrees latitude (g = 980.6199 gals.).
 AE7998
 AE7998.The modeled gravity was interpolated from observed gravity values.
 AE7998
 AE7998;                    North         East    Units  Estimated Accuracy
 AE7998;SPC MI N     -   194,340.    8,203,960.      MT  (+/- 180 meters Scaled)
 AE7998
 AE7998                          SUPERSEDED SURVEY CONTROL
 AE7998
 AE7998.No superseded survey control is available for this station.
 AE7998
 AE7998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS039531(NAD 83)
 AE7998_MARKER: DU = BOUNDARY MARKER
 AE7998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7998_STAMPING: 36
 AE7998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7998+STABILITY: SURFACE MOTION
 AE7998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7998+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2004
 AE7998
 AE7998  HISTORY     - Date     Condition        Report By
 AE7998  HISTORY     - UNK      MONUMENTED       IBC
 AE7998  HISTORY     - 19970806 GOOD             NOS
 AE7998  HISTORY     - 20040824 GOOD             USPSQD
 AE7998  HISTORY     - 20050731 MARK NOT FOUND   NGS
 AE7998
 AE7998                          STATION DESCRIPTION
 AE7998
 AE7998'DESCRIBED BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 AE7998'IN SAULT STE.  MARIE, SET IN THE LAWN ON THE NORTH SIDE OF THE SAINT
 AE7998'MARYS FALLS CANAL MONUMENT LOCATED IN THE BRADY PARK NEAR THE JUNCTION
 AE7998'OF WATER STREET AND BINGHAM AVENUE, A ROUND CONCRETE BOUNDARY MARKER
 AE7998'ON TOP OF A HILL, 45.45 M (149.11 FT) NORTH-NORTHEAST OF THE
 AE7998'CENTERLINE OF WATER STREET, 36.20 M (118.77 FT) EAST OF THE EAST
 AE7998'CORNER OF THE CANAL MONUMENT, 26.05 M (85.47 FT) WEST OF AN ANCHOR
 AE7998'MONUMENT, 0.75 M (2.46 FT) ABOVE THE GROUND.
 AE7998
 AE7998                          STATION RECOVERY (2004)
 AE7998
 AE7998'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AE7998'RECOVERED IN GOOD CONDITION.
 AE7998
 AE7998                          STATION RECOVERY (2005)
 AE7998
 AE7998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AE7998'MARK WAS NOT SEEN, BUT COULD BE BURIED.  AREA WAS DISTRUBED WITH
 AE7998'INSTALLATION OF FENCE AROUND OBELISK AND INDIAN BURIAL GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0609 ***********************************************************************
 RJ0609  TIDAL BM    -  This is a Tidal Bench Mark.
 RJ0609  DESIGNATION -  IBM 37
 RJ0609  PID         -  RJ0609
 RJ0609  STATE/COUNTY-  MI/CHIPPEWA
 RJ0609  USGS QUAD   -  BARBEAU (1975)
 RJ0609
 RJ0609                         *CURRENT SURVEY CONTROL
 RJ0609  ___________________________________________________________________
 RJ0609* NAD 83(1986)-  46 30 06.     (N)    084 22 06.     (W)     SCALED    
 RJ0609* NAVD 88     -       185.249  (meters)     607.77   (feet)  ADJUSTED  
 RJ0609  ___________________________________________________________________
 RJ0609  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ0609  DYNAMIC HT  -         185.260 (meters)     607.81  (feet)  COMP
 RJ0609  MODELED GRAV-     980,668.4   (mgal)                       NAVD 88
 RJ0609
 RJ0609  VERT ORDER  -  FIRST     CLASS 0
 RJ0609
 RJ0609.The horizontal coordinates were scaled from a topographic map and have
 RJ0609.an estimated accuracy of +/- 6 seconds.
 RJ0609
 RJ0609.The orthometric height was determined by differential leveling
 RJ0609.and adjusted by the National Geodetic Survey in April 1998..
 RJ0609
 RJ0609.This Tidal Bench Mark is designated as VM 13181
 RJ0609.by the Center for Operational Oceanographic Products and Services.
 RJ0609
 RJ0609.The geoid height was determined by GEOID03.
 RJ0609
 RJ0609.The dynamic height is computed by dividing the NAVD 88
 RJ0609.geopotential number by the normal gravity value computed on the
 RJ0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0609.degrees latitude (g = 980.6199 gals.).
 RJ0609
 RJ0609.The modeled gravity was interpolated from observed gravity values.
 RJ0609
 RJ0609;                    North         East    Units  Estimated Accuracy
 RJ0609;SPC MI N     -   194,340.    8,201,950.      MT  (+/- 180 meters Scaled)
 RJ0609
 RJ0609                          SUPERSEDED SURVEY CONTROL
 RJ0609
 RJ0609  NAVD 88 (06/15/91)  185.267  (m)          607.83   (f) UNKNOWN     1 0
 RJ0609
 RJ0609.Superseded values are not recommended for survey control.
 RJ0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0609.See file dsdata.txt to determine how the superseded data were derived.
 RJ0609
 RJ0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS019531(NAD 83)
 RJ0609_MARKER: Z = SEE DESCRIPTION
 RJ0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0609_SP_SET: CONCRETE POST
 RJ0609_MARK LOGO: IBC   
 RJ0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0609+STABILITY: SURFACE MOTION
 RJ0609
 RJ0609  HISTORY     - Date     Condition        Report By
 RJ0609  HISTORY     - 1971     MONUMENTED       IBC
 RJ0609  HISTORY     - 1983     GOOD             NGS
 RJ0609  HISTORY     - 19950913 GOOD             NOS
 RJ0609  HISTORY     - 19960902 GOOD             NOS
 RJ0609  HISTORY     - 19970810 GOOD             NOS
 RJ0609
 RJ0609                          STATION DESCRIPTION
 RJ0609
 RJ0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0609'IN SAULT STE MARIE.
 RJ0609'IN SAULT STE. MARIE, ON PROPERTY OF THE U.S. ARMY CORPS OF ENGINEERS,
 RJ0609'NEAR THE CROSSING OF THE INTERNATIONAL BRIDGE OVER THE SOO LOCKS INTO
 RJ0609'CANADA IN AREA KNOWN AS SOUTHWEST PIER, POINT HELD WAS THE TOP OF A
 RJ0609'BRASS PLUG SET IN TOP OF A ROUND CONCRETE INTERNATIONAL BOUNDARY
 RJ0609'REFERENCE MONUMENT NO. 37 NEAR WATER LEVEL GAGE HOUSE, 26.7 METERS
 RJ0609'(87.5 FT) WEST OF THE SOUTHWEST CORNER OF LOCK OBSERVERS HOUSE, 14.5
 RJ0609'METERS (47.4 FT) SOUTH OF NORTH EDGE OF SOUTH SEAWALL OF SOUTH CANAL,
 RJ0609'8.8 METERS (28.8 FT) SOUTH OF MOORING POST NUMBER 1868 W, AND 1.0
 RJ0609'METER (3.3 FT) NORTH OF A CHAIN LINK FENCE.
 RJ0609
 RJ0609                          STATION RECOVERY (1995)
 RJ0609
 RJ0609'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 RJ0609'IN SAULT STE.  MARIE, ON PROPERTY OF THE U.S.  ARMY CORPS OF
 RJ0609'ENGINEERS, NEAR THE CROSSING OF THE INTERNATIONAL BRIDGE OVER THE SOO
 RJ0609'LOCKS INTO CANADA IN AREA KNOWN AS SOUTHWEST PIER, POINT HELD WAS THE
 RJ0609'TOP OF A BRASS PLUG SET IN TOP OF A ROUND CONCRETE INTERNATIONAL
 RJ0609'BOUNDARY REFERENCE MONUMENT NO.  37 NEAR WATER LEVEL GAGE HOUSE, 26.7
 RJ0609'METERS (87.6 FT) WEST OF THE SOUTHWEST CORNER OF LOCK OBSERVERS HOUSE,
 RJ0609'14.5 METERS (47.6 FT) SOUTH OF NORTH EDGE OF SOUTH SEAWALL OF SOUTH
 RJ0609'CANAL, 8.8 METERS (28.9 FT) SOUTH OF MOORING POST NUMBER 1868 W, AND
 RJ0609'1.0 METER (3.3 FT) NORTH OF A CHAIN LINK FENCE.
 RJ0609
 RJ0609                          STATION RECOVERY (1996)
 RJ0609
 RJ0609'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1996 (KLD)
 RJ0609'RECOVERED AS DESCRIBED.
 RJ0609
 RJ0609                          STATION RECOVERY (1997)
 RJ0609
 RJ0609'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1997 (RDJ)
 RJ0609'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0288 ***********************************************************************
 NE0288  DESIGNATION -  IBM 38 IBC
 NE0288  PID         -  NE0288
 NE0288  STATE/COUNTY-  MI/ST CLAIR
 NE0288  USGS QUAD   -  
 NE0288
 NE0288                         *CURRENT SURVEY CONTROL
 NE0288  ___________________________________________________________________
 NE0288* NAD 83(1986)-  42 44 04.     (N)    082 29 23.     (W)     SCALED    
 NE0288* NAVD 88     -       178.845  (meters)     586.76   (feet)  ADJUSTED  
 NE0288  ___________________________________________________________________
 NE0288  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0288  DYNAMIC HT  -         178.796 (meters)     586.60  (feet)  COMP
 NE0288  MODELED GRAV-     980,343.4   (mgal)                       NAVD 88
 NE0288
 NE0288  VERT ORDER  -  FIRST     CLASS 0
 NE0288
 NE0288.The horizontal coordinates were scaled from a topographic map and have
 NE0288.an estimated accuracy of +/- 6 seconds.
 NE0288
 NE0288.The orthometric height was determined by differential leveling
 NE0288.and adjusted by the National Geodetic Survey in June 1991..
 NE0288
 NE0288.The geoid height was determined by GEOID03.
 NE0288
 NE0288.The dynamic height is computed by dividing the NAVD 88
 NE0288.geopotential number by the normal gravity value computed on the
 NE0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0288.degrees latitude (g = 980.6199 gals.).
 NE0288
 NE0288.The modeled gravity was interpolated from observed gravity values.
 NE0288
 NE0288;                    North         East    Units  Estimated Accuracy
 NE0288;SPC MI S     -   138,830.    4,153,680.      MT  (+/- 180 meters Scaled)
 NE0288
 NE0288                          SUPERSEDED SURVEY CONTROL
 NE0288
 NE0288  NGVD 29 (??/??/??)  178.971  (m)          587.17   (f) ADJUSTED    1 0
 NE0288
 NE0288.Superseded values are not recommended for survey control.
 NE0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0288.See file dsdata.txt to determine how the superseded data were derived.
 NE0288
 NE0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH780324(NAD 83)
 NE0288_MARKER: B = BOLT
 NE0288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0288_SP_SET: CONCRETE MONUMENT
 NE0288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0288
 NE0288  HISTORY     - Date     Condition        Report By
 NE0288  HISTORY     - 1929     MONUMENTED       IBC
 NE0288  HISTORY     - 1970     GOOD             USLS
 NE0288  HISTORY     - 1980     GOOD             NGS
 NE0288  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0288  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0288
 NE0288                          STATION DESCRIPTION
 NE0288
 NE0288'DESCRIBED BY US LAKE SURVEY 1970
 NE0288'1.1 MI N FROM MARINE CITY.
 NE0288'IBM 38 IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 1.1 MILES NORTH
 NE0288'ALONG HIGHWAY M-29 FROM INTERSECTION OF BROADWAY AND MAIN
 NE0288'STREETS IN MARINE CITY, ON PROPERTY LINE BETWEEN NO. 6082 AND
 NE0288'NO. 6076 RIVER RD., 48.6 FEET NORTHEAST OF NORTHEAST CORNER
 NE0288'OF DWELLING AT NO. 6082, 21 FEET WEST OF CENTERLINE OF HIGHWAY,
 NE0288'2 FEET ABOVE THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 NE0288'OF A COPPER BOLT SET INTO TOP OF CONCRETE INTERNATIONAL BOUNDARY
 NE0288'MONUMENT NO. 38.  NOTE-- BM 1929
 NE0288
 NE0288                          STATION RECOVERY (1980)
 NE0288
 NE0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0288'1.7 KILOMETERS (1.05 MILE) NORTH-NORTHEAST ALONG STATE HIGHWAY 29
 NE0288'FROM CITY HALL IN MARINE CITY, TO THE MARK ON THE WEST SIDE OF THE
 NE0288'HIGHWAY, SET BETWEEN THE GRAVEL ENTRANCE DRIVES TO HOUSE NUMBERS
 NE0288'6076 AND 6082. 6.8 METERS (22.3 FEET) SOUTHWEST OF A FIRE HYDRANT,
 NE0288'6.4 METERS (21.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 NE0288'5.05 METERS (10.0 FEET) SOUTH OF THE CENTER OF THE DRIVE TO HOUSE
 NE0288'6082, 2.6 METERS (8.5 FEET) NORTH OF THE CENTER OF THE DRIVE TO
 NE0288'HOUSE 6076
 NE0288'THE MARK IS 0.6 M ABOVE HIGHWAY.
 NE0288
 NE0288                          STATION RECOVERY (1999)
 NE0288
 NE0288'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0288'MARK NOT FOUND.
 NE0288
 NE0288                          STATION RECOVERY (2005)
 NE0288
 NE0288'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0002 ***********************************************************************
 NE0002  DESIGNATION -  IBM 40 IBC
 NE0002  PID         -  NE0002
 NE0002  STATE/COUNTY-  MI/ST CLAIR
 NE0002  USGS QUAD   -  ST CLAIR (1991)
 NE0002
 NE0002                         *CURRENT SURVEY CONTROL
 NE0002  ___________________________________________________________________
 NE0002* NAD 83(1986)-  42 46 13.     (N)    082 28 16.     (W)     SCALED    
 NE0002* NAVD 88     -       180.258  (meters)     591.40   (feet)  ADJUSTED  
 NE0002  ___________________________________________________________________
 NE0002  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0002  DYNAMIC HT  -         180.209 (meters)     591.24  (feet)  COMP
 NE0002  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 NE0002
 NE0002  VERT ORDER  -  FIRST     CLASS 0
 NE0002
 NE0002.The horizontal coordinates were scaled from a topographic map and have
 NE0002.an estimated accuracy of +/- 6 seconds.
 NE0002
 NE0002.The orthometric height was determined by differential leveling
 NE0002.and adjusted by the National Geodetic Survey in June 1991..
 NE0002
 NE0002.The geoid height was determined by GEOID03.
 NE0002
 NE0002.The dynamic height is computed by dividing the NAVD 88
 NE0002.geopotential number by the normal gravity value computed on the
 NE0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0002.degrees latitude (g = 980.6199 gals.).
 NE0002
 NE0002.The modeled gravity was interpolated from observed gravity values.
 NE0002
 NE0002;                    North         East    Units  Estimated Accuracy
 NE0002;SPC MI S     -   142,850.    4,155,110.      MT  (+/- 180 meters Scaled)
 NE0002
 NE0002                          SUPERSEDED SURVEY CONTROL
 NE0002
 NE0002  NGVD 29 (??/??/92)  180.385  (m)          591.81   (f) ADJ UNCH    1 0
 NE0002
 NE0002.Superseded values are not recommended for survey control.
 NE0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0002.See file dsdata.txt to determine how the superseded data were derived.
 NE0002
 NE0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH796363(NAD 83)
 NE0002_MARKER: B = BOLT
 NE0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0002+STABILITY: SURFACE MOTION
 NE0002
 NE0002  HISTORY     - Date     Condition        Report By
 NE0002  HISTORY     - 1929     MONUMENTED       IBC
 NE0002  HISTORY     - 1970     GOOD             USLS
 NE0002  HISTORY     - 19990605 GOOD             USPSQD
 NE0002  HISTORY     - 20050410 POOR             USPSQD
 NE0002
 NE0002                          STATION DESCRIPTION
 NE0002
 NE0002'DESCRIBED BY US LAKE SURVEY 1970
 NE0002'1.8 MI N FROM MARINE CITY.
 NE0002'I B M 40 IS IN ST. CLAIR COUNTY, MICHIGAN, ON THE BANK OF THE
 NE0002'ST. CLAIR RIVER, ABOUT ONE MILE UPRIVER FROM RECORS ROAD, ON
 NE0002'PROPERTY AT 4611 CHAMBERLAIN DRIVE, BEING HIGHEST POINT ON TOP
 NE0002'OF COPPER BOLT SET INTO TOP OF A CONCRETE MONUMENT, FORMING
 NE0002'INTERNATIONAL BOUNDARY MONUMENT NO. 40.  NOTE-- PREV. DESIGN.
 NE0002'BM IBM 40 1929
 NE0002
 NE0002                          STATION RECOVERY (1999)
 NE0002
 NE0002'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0002'RECOVERED IN GOOD CONDITION.
 NE0002
 NE0002                          STATION RECOVERY (2005)
 NE0002
 NE0002'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0002'ACTUAL COPPER BOLT SET INTO TOP OF CONCRETE MONUMENT HAS BEEN REMOVED
 NE0002'AND REQUIRES REPLACEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0012 ***********************************************************************
 NE0012  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0012  DESIGNATION -  IBM 43 IBC
 NE0012  PID         -  NE0012
 NE0012  STATE/COUNTY-  MI/ST CLAIR
 NE0012  USGS QUAD   -  ST CLAIR (1991)
 NE0012
 NE0012                         *CURRENT SURVEY CONTROL
 NE0012  ___________________________________________________________________
 NE0012* NAD 83(1986)-  42 48 30.     (N)    082 29 10.     (W)     SCALED    
 NE0012* NAVD 88     -       178.978  (meters)     587.20   (feet)  ADJUSTED  
 NE0012  ___________________________________________________________________
 NE0012  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0012  DYNAMIC HT  -         178.930 (meters)     587.04  (feet)  COMP
 NE0012  MODELED GRAV-     980,348.8   (mgal)                       NAVD 88
 NE0012
 NE0012  VERT ORDER  -  FIRST     CLASS 0
 NE0012
 NE0012.The horizontal coordinates were scaled from a topographic map and have
 NE0012.an estimated accuracy of +/- 6 seconds.
 NE0012
 NE0012.The orthometric height was determined by differential leveling
 NE0012.and adjusted by the National Geodetic Survey in June 1991..
 NE0012
 NE0012.This Tidal Bench Mark is designated as VM 12989
 NE0012.by the Center for Operational Oceanographic Products and Services.
 NE0012
 NE0012.The geoid height was determined by GEOID03.
 NE0012
 NE0012.The dynamic height is computed by dividing the NAVD 88
 NE0012.geopotential number by the normal gravity value computed on the
 NE0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0012.degrees latitude (g = 980.6199 gals.).
 NE0012
 NE0012.The modeled gravity was interpolated from observed gravity values.
 NE0012
 NE0012;                    North         East    Units  Estimated Accuracy
 NE0012;SPC MI S     -   147,040.    4,153,790.      MT  (+/- 180 meters Scaled)
 NE0012
 NE0012                          SUPERSEDED SURVEY CONTROL
 NE0012
 NE0012  NGVD 29 (??/??/??)  179.101  (m)          587.60   (f) ADJUSTED    1 0
 NE0012
 NE0012.Superseded values are not recommended for survey control.
 NE0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0012.See file dsdata.txt to determine how the superseded data were derived.
 NE0012
 NE0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH784406(NAD 83)
 NE0012_MARKER: DD = SURVEY DISK
 NE0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0012_PROJECTION: PROJECTING 60 CENTIMETERS
 NE0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0012+STABILITY: SURFACE MOTION
 NE0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0012+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0012
 NE0012  HISTORY     - Date     Condition        Report By
 NE0012  HISTORY     - 1928     MONUMENTED       IBC
 NE0012  HISTORY     - 1970     GOOD             USLS
 NE0012  HISTORY     - 1980     GOOD             NGS
 NE0012  HISTORY     - 1983     GOOD             USPSQD
 NE0012  HISTORY     - 19990605 GOOD             USPSQD
 NE0012  HISTORY     - 20050410 GOOD             USPSQD
 NE0012
 NE0012                          STATION DESCRIPTION
 NE0012
 NE0012'DESCRIBED BY US LAKE SURVEY 1970
 NE0012'AT ST CLAIR.
 NE0012'IBM 43 IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, ON THE BANK
 NE0012'OF THE ST. CLAIR RIVER, ABOUT 4100 FEET DOWNSTREAM FROM MOUTH
 NE0012'OF THE PINE RIVER, ABOUT ABREAST OF DOWNRIVER END OF CURVE IN
 NE0012'HIGHWAY M-29, JUST DOWNRIVER FROM A 2-STORY COTTAGE, ON
 NE0012'PROPERTY AT NO. 1613 RIVERSIDE ROAD, BEING HIGHEST POINT ON TOP
 NE0012'OF COPPER BOLT SET INTO TOP OF A CONCRETE MONUMENT, FORMING
 NE0012'INTERNATIONAL BOUNDARY MONUMENT NO. 43.  NOTE-- PREV. DESIG.
 NE0012'BM IBM 43 1928
 NE0012
 NE0012                          STATION RECOVERY (1980)
 NE0012
 NE0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0012'IN ST CLAIR, SET NEAR THE ST CLAIR RIVERS EDGE BETWEEN HOUSE 1613
 NE0012'AND HOUSE 1615 ON HIGHWAY 29, 1.3 KILOMETERS (0.8 MILE) SOUTH ALONG
 NE0012'HIGHWAY 29 FROM THE OPERATION HOUSE OF THE HIGHWAY 29 DRAW BRIDGE
 NE0012'OVER THE PINE RIVER, 11.8 METERS (37 FEET) WEST OF THE WEST EDGE OF
 NE0012'THE STEEL BULK HEAD (BREAK WATER AT THE RIVERS EDGE), 8.6 METERS
 NE0012'(28.4 FEET) EAST OF THE NORTHEAST CORNER OF HOUSE 1615, AND 5.91
 NE0012'METERS (19.4 FEET) SOUTHWEST OF THE SOUTHEAST CORNER OF HOUSE 1613.
 NE0012'THE MARK IS 0.6 M ABOVE GROUND.
 NE0012
 NE0012                          STATION RECOVERY (1983)
 NE0012
 NE0012'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0012'IN ST. CLAIR, SET NEAR THE ST. CLAIR RIVER'S EDGE BETWEEN HOUSE 1613
 NE0012'AND HOUSE 1617 ON HIGHWAY M-29, 0.8 MILES SOUTH ALONG M-29 FROM THE
 NE0012'OPERATIONS HOUSE OF THE DRAW BRIDGE OVER THE PINE RIVER IN ST. CLAIR,
 NE0012'37 FEET WEST OF THE WEST EDGE OF THE STEEL BULKHEAD (BREAK WATER) AT
 NE0012'THE RIVER'S EDGE, 28.4 FEET EAST OF THE NORTHEAST CORNER OF HOUSE
 NE0012'1617 AND 19.4 FEET SOUTHWEST OF HOUSE 1613. A BOLT (NOT A DISK) SET
 NE0012'IN THE TOP OF A FORMED CONCRETE MONUMENT BEARING THE NUMBER 43,
 NE0012'PROJECTING 0.6 METERS ABOVE GROUND.
 NE0012
 NE0012                          STATION RECOVERY (1999)
 NE0012
 NE0012'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0012'RECOVERED IN GOOD CONDITION.
 NE0012
 NE0012                          STATION RECOVERY (2005)
 NE0012
 NE0012'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0028 ***********************************************************************
 NE0028  DESIGNATION -  IBM 45 IBC
 NE0028  PID         -  NE0028
 NE0028  STATE/COUNTY-  MI/ST CLAIR
 NE0028  USGS QUAD   -  ST CLAIR (1991)
 NE0028
 NE0028                         *CURRENT SURVEY CONTROL
 NE0028  ___________________________________________________________________
 NE0028* NAD 83(1986)-  42 50 19.     (N)    082 28 40.     (W)     SCALED    
 NE0028* NAVD 88     -       178.836  (meters)     586.73   (feet)  ADJUSTED  
 NE0028  ___________________________________________________________________
 NE0028  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0028  DYNAMIC HT  -         178.789 (meters)     586.58  (feet)  COMP
 NE0028  MODELED GRAV-     980,352.0   (mgal)                       NAVD 88
 NE0028
 NE0028  VERT ORDER  -  FIRST     CLASS 0
 NE0028
 NE0028.The horizontal coordinates were scaled from a topographic map and have
 NE0028.an estimated accuracy of +/- 6 seconds.
 NE0028
 NE0028.The orthometric height was determined by differential leveling
 NE0028.and adjusted by the National Geodetic Survey in June 1991..
 NE0028
 NE0028.The geoid height was determined by GEOID03.
 NE0028
 NE0028.The dynamic height is computed by dividing the NAVD 88
 NE0028.geopotential number by the normal gravity value computed on the
 NE0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0028.degrees latitude (g = 980.6199 gals.).
 NE0028
 NE0028.The modeled gravity was interpolated from observed gravity values.
 NE0028
 NE0028;                    North         East    Units  Estimated Accuracy
 NE0028;SPC MI S     -   150,420.    4,154,400.      MT  (+/- 180 meters Scaled)
 NE0028
 NE0028                          SUPERSEDED SURVEY CONTROL
 NE0028
 NE0028  NGVD 29 (??/??/??)  178.959  (m)          587.13   (f) ADJUSTED    1 0
 NE0028
 NE0028.Superseded values are not recommended for survey control.
 NE0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0028.See file dsdata.txt to determine how the superseded data were derived.
 NE0028
 NE0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH792439(NAD 83)
 NE0028_MARKER: B = BOLT
 NE0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0028_PROJECTION: PROJECTING
 NE0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0028+STABILITY: SURFACE MOTION
 NE0028
 NE0028  HISTORY     - Date     Condition        Report By
 NE0028  HISTORY     - 1928     MONUMENTED       IBC
 NE0028  HISTORY     - 1970     GOOD             USLS
 NE0028  HISTORY     - 1980     GOOD             NGS
 NE0028  HISTORY     - 19990605 GOOD             USPSQD
 NE0028  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0028
 NE0028                          STATION DESCRIPTION
 NE0028
 NE0028'DESCRIBED BY US LAKE SURVEY 1970
 NE0028'AT ST CLAIR.
 NE0028'I B M 45 IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, NEAR THE
 NE0028'UPRIVER LIMITS OF THE VILLAGE, ON PROPERTY AT NO. 1020 RIVERSIDE
 NE0028'AVENUE, NEAR THE RIVER BANK, AT UPRIVER LIMITS OF THE PROPERTY,
 NE0028'BEING HIGHEST POINT ON TOP OF A BRASS BOLT SET INTO TOP OF A
 NE0028'CONCRETE MONUMENT, FORMING INTERNATIONAL BOUNDARY MONUMENT NO.
 NE0028'45.  NOTE-- PREV. DESIG. BM IBM 45 1928
 NE0028
 NE0028                          STATION RECOVERY (1980)
 NE0028
 NE0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0028'2.1 KILOMETERS (1.3 MILES) NORTH ALONG STATE HIGHWAY 29 FROM THE
 NE0028'OPERATIONS HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER PINE RIVER,
 NE0028'SET AT THE NORTHEAST CORNER OF THE PROPERTY OF HOUSE 1020 HIGHWAY
 NE0028'29 AND AT THE EDGE OF THE ST CLAIR RIVER, 15.0 METERS (49.2 FEET)
 NE0028'NORTH OF THE WEST END OF A WOODEN WALKWAY TO A BOAT HOUSE, 7.6 METERS
 NE0028'(24.9 FEET) WEST OF THE EDGE OF A METAL BULKHEAD
 NE0028'THE MARK IS 0.6 M ABOVE GROUND.
 NE0028
 NE0028                          STATION RECOVERY (1999)
 NE0028
 NE0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0028'RECOVERED IN GOOD CONDITION.
 NE0028
 NE0028                          STATION RECOVERY (2005)
 NE0028
 NE0028'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0045 ***********************************************************************
 NE0045  DESIGNATION -  IBM 49 IBC
 NE0045  PID         -  NE0045
 NE0045  STATE/COUNTY-  MI/ST CLAIR
 NE0045  USGS QUAD   -  PORT HURON (1991)
 NE0045
 NE0045                         *CURRENT SURVEY CONTROL
 NE0045  ___________________________________________________________________
 NE0045* NAD 83(1986)-  42 55 41.     (N)    082 27 33.     (W)     SCALED    
 NE0045* NAVD 88     -       183.251  (meters)     601.22   (feet)  ADJUSTED  
 NE0045  ___________________________________________________________________
 NE0045  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0045  DYNAMIC HT  -         183.204 (meters)     601.06  (feet)  COMP
 NE0045  MODELED GRAV-     980,362.5   (mgal)                       NAVD 88
 NE0045
 NE0045  VERT ORDER  -  FIRST     CLASS 0
 NE0045
 NE0045.The horizontal coordinates were scaled from a topographic map and have
 NE0045.an estimated accuracy of +/- 6 seconds.
 NE0045
 NE0045.The orthometric height was determined by differential leveling
 NE0045.and adjusted by the National Geodetic Survey in June 1991..
 NE0045
 NE0045.The geoid height was determined by GEOID03.
 NE0045
 NE0045.The dynamic height is computed by dividing the NAVD 88
 NE0045.geopotential number by the normal gravity value computed on the
 NE0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0045.degrees latitude (g = 980.6199 gals.).
 NE0045
 NE0045.The modeled gravity was interpolated from observed gravity values.
 NE0045
 NE0045;                    North         East    Units  Estimated Accuracy
 NE0045;SPC MI S     -   160,390.    4,155,690.      MT  (+/- 180 meters Scaled)
 NE0045
 NE0045                          SUPERSEDED SURVEY CONTROL
 NE0045
 NE0045  NGVD 29 (??/??/??)  183.370  (m)          601.61   (f) ADJUSTED    1 0
 NE0045
 NE0045.Superseded values are not recommended for survey control.
 NE0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0045.See file dsdata.txt to determine how the superseded data were derived.
 NE0045
 NE0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH809538(NAD 83)
 NE0045_MARKER: B = BOLT
 NE0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0045_PROJECTION: FLUSH
 NE0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0045+STABILITY: SURFACE MOTION
 NE0045
 NE0045  HISTORY     - Date     Condition        Report By
 NE0045  HISTORY     - 1928     MONUMENTED       IBC
 NE0045  HISTORY     - 1970     GOOD             USLS
 NE0045  HISTORY     - 1980     GOOD             NGS
 NE0045  HISTORY     - 19940514 GOOD             USPSQD
 NE0045  HISTORY     - 20030413 GOOD             USPSQD
 NE0045
 NE0045                          STATION DESCRIPTION
 NE0045
 NE0045'DESCRIBED BY US LAKE SURVEY 1970
 NE0045'AT MARYSVILLE.
 NE0045'I B M 49 IS AT MARYSVILLE, ST. CLAIR COUNTY, MICHIGAN,
 NE0045'ON THE BANK OF THE RIVER, AT UPRIVER END OF THE DETROIT EDISON
 NE0045'COMPANY PROPERTY, BEING HIGHEST POINT ON TOP OF COPPER BOLT
 NE0045'SET INTO TOP OF A CONCRETE MONUMENT, FORMING INTERNATIONAL
 NE0045'BOUNDARY REFERENCE MONUMENT NO. 49.  NOTE-- PREV. DESIG. BM IBM
 NE0045'49 1928.
 NE0045
 NE0045                          STATION RECOVERY (1980)
 NE0045
 NE0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0045'IN MARYSVILLE, 0.16 KILOMETER (0.1 MILE) NORTHEAST ALONG STATE
 NE0045'HIGHWAY 25 FROM THE JUNCTION OF STATE HIGHWAY 29, SET NEAR THE
 NE0045'NORTHEAST CORNER OF THE DETROIT EDISON COMPANY PROPERTY, ON THE
 NE0045'HIGH BANK OF THE ST CLAIR RIVER, 46.3 METERS (149.0 FEET)
 NE0045'SOUTHEAST OF THE SOUTH CORNER OF THE SECURITY GUARD HOUSE AT THE
 NE0045'NORTHEAST ENTRANCE GATE, 26.22 METERS (86.0 FEET) SOUTHWEST OF THE
 NE0045'SOUTH CORNER OF A BRICK GARAGE AT THE NORTHEAST END OF THE PROPERTY,
 NE0045'3.97 METERS (13.0 FEET) NORTHWEST OF A METAL LAMP POST
 NE0045'THE MARK IS 0.6 M ABOVE GROUND.
 NE0045
 NE0045                          STATION RECOVERY (1994)
 NE0045
 NE0045'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0045'RECOVERED IN GOOD CONDITION.
 NE0045
 NE0045                          STATION RECOVERY (2003)
 NE0045
 NE0045'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0051 ***********************************************************************
 NE0051  DESIGNATION -  IBM 54 IBC
 NE0051  PID         -  NE0051
 NE0051  STATE/COUNTY-  MI/ST CLAIR
 NE0051  USGS QUAD   -  PORT HURON (1991)
 NE0051
 NE0051                         *CURRENT SURVEY CONTROL
 NE0051  ___________________________________________________________________
 NE0051* NAD 83(1986)-  42 59 07.     (N)    082 25 27.     (W)     SCALED    
 NE0051* NAVD 88     -       181.753  (meters)     596.30   (feet)  ADJUSTED  
 NE0051  ___________________________________________________________________
 NE0051  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0051  DYNAMIC HT  -         181.708 (meters)     596.15  (feet)  COMP
 NE0051  MODELED GRAV-     980,369.5   (mgal)                       NAVD 88
 NE0051
 NE0051  VERT ORDER  -  SECOND    CLASS 0
 NE0051
 NE0051.The horizontal coordinates were scaled from a topographic map and have
 NE0051.an estimated accuracy of +/- 6 seconds.
 NE0051
 NE0051.The orthometric height was determined by differential leveling
 NE0051.and adjusted by the National Geodetic Survey in June 1991..
 NE0051
 NE0051.The geoid height was determined by GEOID03.
 NE0051
 NE0051.The dynamic height is computed by dividing the NAVD 88
 NE0051.geopotential number by the normal gravity value computed on the
 NE0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0051.degrees latitude (g = 980.6199 gals.).
 NE0051
 NE0051.The modeled gravity was interpolated from observed gravity values.
 NE0051
 NE0051;                    North         East    Units  Estimated Accuracy
 NE0051;SPC MI S     -   166,810.    4,158,400.      MT  (+/- 180 meters Scaled)
 NE0051
 NE0051                          SUPERSEDED SURVEY CONTROL
 NE0051
 NE0051  NGVD 29 (??/??/92)  181.878  (m)          596.71   (f) ADJ UNCH    2 0
 NE0051
 NE0051.Superseded values are not recommended for survey control.
 NE0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0051.See file dsdata.txt to determine how the superseded data were derived.
 NE0051
 NE0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838601(NAD 83)
 NE0051_MARKER: B = BOLT
 NE0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0051+STABILITY: SURFACE MOTION
 NE0051
 NE0051  HISTORY     - Date     Condition        Report By
 NE0051  HISTORY     - UNK      MONUMENTED       IBC
 NE0051  HISTORY     - 1934     GOOD             NGS
 NE0051  HISTORY     - 19970705 GOOD             USPSQD
 NE0051  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0051
 NE0051                          STATION DESCRIPTION
 NE0051
 NE0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0051'AT PORT HURON.
 NE0051'AT PORT HURON AT THE EAST CORNER OF THE PINE GROVE PARK ON THE
 NE0051'BANK OF ST. CLAIR RIVER, 78.0 FEET NORTHEAST OF THE NORTHEAST
 NE0051'RAIL OF THE PERRE MARQUETTE RAILROAD, 25.5 FEET NORTHWEST OF THE
 NE0051'NORTH CORNER OF A TWO STORY DWELLING HOUSE AT 1026 HURON STREET,
 NE0051'27.8 FEET SOUTHWEST OF A 12 INCH CHESTNUT TREE, ON TOP OF A
 NE0051'CONCRETE INTERNATIONAL BOUNDARY MONUMENT NO. 54.
 NE0051
 NE0051                          STATION RECOVERY (1997)
 NE0051
 NE0051'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0051'RECOVERED IN GOOD CONDITION.
 NE0051
 NE0051                          STATION RECOVERY (2002)
 NE0051
 NE0051'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 NE0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0053 ***********************************************************************
 NE0053  DESIGNATION -  IBM 56 IBC
 NE0053  PID         -  NE0053
 NE0053  STATE/COUNTY-  MI/ST CLAIR
 NE0053  USGS QUAD   -  PORT HURON (1991)
 NE0053
 NE0053                         *CURRENT SURVEY CONTROL
 NE0053  ___________________________________________________________________
 NE0053* NAD 83(1986)-  42 59 57.     (N)    082 25 34.     (W)     SCALED    
 NE0053* NAVD 88     -       179.422  (meters)     588.65   (feet)  ADJUSTED  
 NE0053  ___________________________________________________________________
 NE0053  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 NE0053  DYNAMIC HT  -         179.378 (meters)     588.51  (feet)  COMP
 NE0053  MODELED GRAV-     980,371.2   (mgal)                       NAVD 88
 NE0053
 NE0053  VERT ORDER  -  SECOND    CLASS 0
 NE0053
 NE0053.The horizontal coordinates were scaled from a topographic map and have
 NE0053.an estimated accuracy of +/- 6 seconds.
 NE0053
 NE0053.The orthometric height was determined by differential leveling
 NE0053.and adjusted by the National Geodetic Survey in June 1991..
 NE0053
 NE0053.The geoid height was determined by GEOID03.
 NE0053
 NE0053.The dynamic height is computed by dividing the NAVD 88
 NE0053.geopotential number by the normal gravity value computed on the
 NE0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0053.degrees latitude (g = 980.6199 gals.).
 NE0053
 NE0053.The modeled gravity was interpolated from observed gravity values.
 NE0053
 NE0053;                    North         East    Units  Estimated Accuracy
 NE0053;SPC MI S     -   168,350.    4,158,210.      MT  (+/- 180 meters Scaled)
 NE0053
 NE0053                          SUPERSEDED SURVEY CONTROL
 NE0053
 NE0053  NGVD 29 (??/??/92)  179.54   (m)          589.0    (f) COMPUTED    2 0
 NE0053
 NE0053.Superseded values are not recommended for survey control.
 NE0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0053.See file dsdata.txt to determine how the superseded data were derived.
 NE0053
 NE0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH837617(NAD 83)
 NE0053_MARKER: B = BOLT
 NE0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0053+STABILITY: SURFACE MOTION
 NE0053
 NE0053  HISTORY     - Date     Condition        Report By
 NE0053  HISTORY     - UNK      MONUMENTED       IBC
 NE0053  HISTORY     - 1934     GOOD             NGS
 NE0053  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE0053  HISTORY     - 20020505 MARK NOT FOUND   USPSQD
 NE0053
 NE0053                          STATION DESCRIPTION
 NE0053
 NE0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0053'IN PORT HURON.
 NE0053'IN PORT HURON AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 NE0053'STATE AND FOREST STREETS, ON THE WEST LINE OF FOREST STREET, 10.0
 NE0053'FEET SOUTH OF THE SOUTH EDGE OF THE SIDE WALK OF STATE STREET,
 NE0053'1.0 FOOT ABOVE THE SURFACE OF STATE STREET, ON TOP OF CONCRETE
 NE0053'INTERNATIONAL BOUNDAY MONUMENT NO. 56.
 NE0053
 NE0053                          STATION RECOVERY (1999)
 NE0053
 NE0053'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0053'MARK NOT FOUND.
 NE0053
 NE0053                          STATION RECOVERY (2002)
 NE0053
 NE0053'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCM)
 NE0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0018 ***********************************************************************
 OJ0018  DESIGNATION -  IBM 58 IBC
 OJ0018  PID         -  OJ0018
 OJ0018  STATE/COUNTY-  MI/ST CLAIR
 OJ0018  USGS QUAD   -  LAKEPORT (1976)
 OJ0018
 OJ0018                         *CURRENT SURVEY CONTROL
 OJ0018  ___________________________________________________________________
 OJ0018* NAD 83(1986)-  43 00 46.     (N)    082 25 31.     (W)     SCALED    
 OJ0018* NAVD 88     -       180.306  (meters)     591.55   (feet)  ADJUSTED  
 OJ0018  ___________________________________________________________________
 OJ0018  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0018  DYNAMIC HT  -         180.263 (meters)     591.41  (feet)  COMP
 OJ0018  MODELED GRAV-     980,374.0   (mgal)                       NAVD 88
 OJ0018
 OJ0018  VERT ORDER  -  FIRST     CLASS 0
 OJ0018
 OJ0018.The horizontal coordinates were scaled from a topographic map and have
 OJ0018.an estimated accuracy of +/- 6 seconds.
 OJ0018
 OJ0018.The orthometric height was determined by differential leveling
 OJ0018.and adjusted by the National Geodetic Survey in June 1991..
 OJ0018
 OJ0018.The geoid height was determined by GEOID03.
 OJ0018
 OJ0018.The dynamic height is computed by dividing the NAVD 88
 OJ0018.geopotential number by the normal gravity value computed on the
 OJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0018.degrees latitude (g = 980.6199 gals.).
 OJ0018
 OJ0018.The modeled gravity was interpolated from observed gravity values.
 OJ0018
 OJ0018;                    North         East    Units  Estimated Accuracy
 OJ0018;SPC MI S     -   169,860.    4,158,240.      MT  (+/- 180 meters Scaled)
 OJ0018
 OJ0018                          SUPERSEDED SURVEY CONTROL
 OJ0018
 OJ0018  NGVD 29 (??/??/??)  180.422  (m)          591.93   (f) ADJUSTED    1 0
 OJ0018
 OJ0018.Superseded values are not recommended for survey control.
 OJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0018.See file dsdata.txt to determine how the superseded data were derived.
 OJ0018
 OJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH838632(NAD 83)
 OJ0018_MARKER: B = BOLT
 OJ0018_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0018_SP_SET: BOUNDARY MONUMENT
 OJ0018_STAMPING: BM IBM NO. 58 1937
 OJ0018_MARK LOGO: IBC   
 OJ0018_PROJECTION: FLUSH
 OJ0018_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0018+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1998
 OJ0018
 OJ0018  HISTORY     - Date     Condition        Report By
 OJ0018  HISTORY     - 1937     MONUMENTED       IBC
 OJ0018  HISTORY     - 1970     GOOD             USLS
 OJ0018  HISTORY     - 1980     GOOD             NGS
 OJ0018  HISTORY     - 19950928 GOOD             USPSQD
 OJ0018  HISTORY     - 19970705 GOOD             USPSQD
 OJ0018  HISTORY     - 19980728 GOOD             OHM
 OJ0018  HISTORY     - 20030413 GOOD             USPSQD
 OJ0018
 OJ0018                          STATION DESCRIPTION
 OJ0018
 OJ0018'DESCRIBED BY US LAKE SURVEY 1970
 OJ0018'AT PORT HURON.
 OJ0018'IBM 58 IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, 0.7 MILE NORTH
 OJ0018'OF FORT GRATIOT LIGHTHOUSE, IN BACKYARD OF PROPERTY AT 3231
 OJ0018'ARMOR STREET, ABOUT 125 FEET FROM THE LAKE SHORE, BEING HIGHEST
 OJ0018'POINT ON TOP OF COPPER BOLT SET INTO TOP OF A CONCRETE MONUMENT
 OJ0018'FORMING INTERNATIONAL BOUNDARY MONUMENT NO. 58.  BM IBM NO. 58
 OJ0018'1937
 OJ0018
 OJ0018                          STATION RECOVERY (1980)
 OJ0018
 OJ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0018'IN PORT HURON, NEAR THE JUNCTION OF ARMOUR AND SANBORN STREETS, SET
 OJ0018'IN THE EAST LAWN OF HOUSE 3231 ARMOUR STREET, 17.8 METERS (58.6
 OJ0018'FEET) EAST OF A NORTH AND SOUTH SIDEWALK, 7.0 METERS (23.0 FEET)
 OJ0018'NORTHWEST OF A LONE FIR TREE.
 OJ0018
 OJ0018                          STATION RECOVERY (1995)
 OJ0018
 OJ0018'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0018'RECOVERED IN GOOD CONDITION.
 OJ0018
 OJ0018                          STATION RECOVERY (1997)
 OJ0018
 OJ0018'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0018'RECOVERED IN GOOD CONDITION.
 OJ0018
 OJ0018                          STATION RECOVERY (1998)
 OJ0018
 OJ0018'RECOVERY NOTE BY ORCH HILTZ MCCL INC 1998 (KSW)
 OJ0018'RECOVERED AS DESCRIBED.
 OJ0018
 OJ0018                          STATION RECOVERY (2003)
 OJ0018
 OJ0018'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 OJ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0938 ***********************************************************************
 OJ0938  DESIGNATION -  IMLAY
 OJ0938  PID         -  OJ0938
 OJ0938  STATE/COUNTY-  MI/LAPEER
 OJ0938  USGS QUAD   -  IMLAY CITY (1963)
 OJ0938
 OJ0938                         *CURRENT SURVEY CONTROL
 OJ0938  ___________________________________________________________________
 OJ0938* NAD 83(1994)-  43 03 07.02700(N)    083 04 56.46074(W)     ADJUSTED  
 OJ0938* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 OJ0938  ___________________________________________________________________
 OJ0938  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OJ0938  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OJ0938
 OJ0938  HORZ ORDER  -  FIRST
 OJ0938
 OJ0938.The horizontal coordinates were established by classical geodetic methods
 OJ0938.and adjusted by the National Geodetic Survey in February 1997..
 OJ0938
 OJ0938.The orthometric height was scaled from a topographic map.
 OJ0938
 OJ0938.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0938
 OJ0938.The geoid height was determined by GEOID03.
 OJ0938
 OJ0938;                    North         East     Units Scale Factor Converg.
 OJ0938;SPC MI S     -   173,185.545 4,104,622.774   MT  0.99991111   +0 52 26.5
 OJ0938;SPC MI S     -   568,194.05 13,466,610.15   iFT  0.99991111   +0 52 26.5
 OJ0938;UTM  17      - 4,768,688.271   330,411.534   MT  0.99995381   -1 25 18.8
 OJ0938
 OJ0938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0938!SPC MI S     -   0.99996201  x   0.99991111  =   0.99987312
 OJ0938!UTM  17      -   0.99996201  x   0.99995381  =   0.99991582
 OJ0938
 OJ0938:                Primary Azimuth Mark                     Grid Az
 OJ0938:SPC MI S     -  IMLAY AZ MK                              125 08 53.0
 OJ0938:UTM  17      -  IMLAY AZ MK                              127 26 38.3
 OJ0938
 OJ0938|---------------------------------------------------------------------|
 OJ0938| PID    Reference Object                     Distance      Geod. Az  |
 OJ0938|                                                           dddmmss.s |
 OJ0938| CH0313 IMLAY AZ MK                                        1260119.5 |
 OJ0938| CH0314 IMLAY RM 1                           23.674 METERS 14818     |
 OJ0938| OJ0939 IMLAY CITY MUNICIPAL TANK           APPROX. 3.2 KM 1654944.8 |
 OJ0938| CH0315 IMLAY RM 2                           27.742 METERS 25219     |
 OJ0938|---------------------------------------------------------------------|
 OJ0938
 OJ0938                          SUPERSEDED SURVEY CONTROL
 OJ0938
 OJ0938  NAD 83(1986)-  43 03 07.02197(N)    083 04 56.49053(W) AD(       ) 1
 OJ0938  NAD 27      -  43 03 06.92362(N)    083 04 56.71711(W) AD(       ) 1
 OJ0938
 OJ0938.Superseded values are not recommended for survey control.
 OJ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0938.See file dsdata.txt to determine how the superseded data were derived.
 OJ0938
 OJ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3041268688(NAD 83)
 OJ0938_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0938
 OJ0938  HISTORY     - Date     Condition        Report By
 OJ0938  HISTORY     - 1943     MONUMENTED       CGS
 OJ0938  HISTORY     - 1960     SEE DESCRIPTION  USGS
 OJ0938  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 OJ0938
 OJ0938                          STATION DESCRIPTION
 OJ0938
 OJ0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0938'STATION IS LOCATED ABOUT 2.0 MILES NNE OF IMLAY CITY ON LAND OWNED BY
 OJ0938'MILTON FRASIER.  THE MARK IS 17.2
 OJ0938'FEET W OF A FENCE CORNER AT A T-INTERSECTION OF
 OJ0938'TWO FARM LANES.  IT IS 3.1 FEET W
 OJ0938'OF A REFERENCE POST AND 1.5
 OJ0938'FEET S OF AN E-W FENCELINE.  THE DISK IS SET FLUSH
 OJ0938'WITH THE
 OJ0938'GROUND AND IS STAMPED IMLAY 1943.
 OJ0938'
 OJ0938'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE
 OJ0938'BRONZE DISKS SET
 OJ0938'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND
 OJ0938'11A.
 OJ0938'
 OJ0938'REFERENCE MARK 1 IS 77.67 FEET SE OF THE STATION.  IT IS IN
 OJ0938'THE N-S FENCELINE
 OJ0938'ON THE E SIDE OF THE LANE.  THE DISK IS
 OJ0938'STAMPED IMLAY NO 1 1943.
 OJ0938'
 OJ0938'REFERENCE MARK 2 IS 91.02 FEET W OF THE STATION.  IT IS IN
 OJ0938'THE E-W FENCELINE
 OJ0938'ON THE S SIDE OF THE LANE RUNNING W FROM THE
 OJ0938'STATION.  THE DISK IS STAMPED IMLAY
 OJ0938'NO 2 1943.
 OJ0938'
 OJ0938'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE SE OF THE STATION.
 OJ0938'THE MARK IS SET IN
 OJ0938'A Y FORMED BY A ROAD INTERSECTION.
 OJ0938'IT IS 25 FEET S OF THE CENTER LINE OF
 OJ0938'WEYER ROAD AND 2.0 FEET
 OJ0938'NE OF A REFERENCE POST.  THE DISK IS STAMPED IMLAY 1943.
 OJ0938'
 OJ0938'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21
 OJ0938'AND 53 AT THE N
 OJ0938'EDGE OF IMLAY CITY, GO W FOR 0.3 MILE ON ROUTE
 OJ0938'21.  TURN RIGHT ON N ALMONT STREET
 OJ0938'AND GO 0.9 MILE TO A ROAD
 OJ0938'FORK, TAKE THE LEFT FORK (STRAIGHT AHEAD) AND GO 0.4
 OJ0938'MILE TO THE
 OJ0938'INTERSECTION OF WEYER ROAD AND THE AZIMUTH MARK ON THE RIGHT AS
 OJ0938'DESCRIBED.  TURN
 OJ0938'LEFT ON WEYER ROAD AND GO W FOR 0.15 MILE TO
 OJ0938'THE FRASIER RESIDENCE ON THE RIGHT.
 OJ0938'TURN RIGHT INTO THE FARM
 OJ0938'ENTRANCE LANE AND GO N TO THE HOUSE, THEN PASS THROUGH
 OJ0938'A BARNYARD
 OJ0938'GATE TO THE LEFT.  TURN RIGHT AND FOLLOW THE CATTLE LANE N
 OJ0938'TO THE
 OJ0938'INTERSECTION OF A LANE LEADING TO THE W AND STATION AS
 OJ0938'DESCRIBED.
 OJ0938'
 OJ0938'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS
 OJ0938
 OJ0938                          STATION RECOVERY (1960)
 OJ0938
 OJ0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 OJ0938'STATION AND REFERENCE MARKS WERE NOT FOUND.  SURFACE REFERENCES NO
 OJ0938'LONGER EXIST.  AZIMUTH MARK
 OJ0938'WAS FOUND.
 OJ0938
 OJ0938                          STATION RECOVERY (1997)
 OJ0938
 OJ0938'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0942 ***********************************************************************
 OJ0942  DESIGNATION -  IMLAY CITY MUN TANK
 OJ0942  PID         -  OJ0942
 OJ0942  STATE/COUNTY-  MI/LAPEER
 OJ0942  USGS QUAD   -  IMLAY CITY (1963)
 OJ0942
 OJ0942                         *CURRENT SURVEY CONTROL
 OJ0942  ___________________________________________________________________
 OJ0942* NAD 83(1994)-  43 01 30.83802(N)    083 04 23.17177(W)     ADJUSTED  
 OJ0942* NAVD 88     -                                                        
 OJ0942  ___________________________________________________________________
 OJ0942  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 OJ0942  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0942
 OJ0942  HORZ ORDER  -  THIRD
 OJ0942
 OJ0942.The horizontal coordinates were established by classical geodetic methods
 OJ0942.and adjusted by the National Geodetic Survey in February 1997..
 OJ0942
 OJ0942
 OJ0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0942
 OJ0942.The geoid height was determined by GEOID03.
 OJ0942
 OJ0942;                    North         East     Units Scale Factor Converg.
 OJ0942;SPC MI S     -   170,229.368 4,105,421.588   MT  0.99990986   +0 52 49.1
 OJ0942;SPC MI S     -   558,495.30 13,469,230.93   iFT  0.99990986   +0 52 49.1
 OJ0942;UTM  17      - 4,765,702.346   331,091.329   MT  0.99995099   -1 24 53.5
 OJ0942
 OJ0942                          SUPERSEDED SURVEY CONTROL
 OJ0942
 OJ0942  NAD 83(1986)-  43 01 30.83285(N)    083 04 23.20220(W) AD(       ) 4
 OJ0942  NAD 27      -  43 01 30.73370(N)    083 04 23.43019(W) AD(       ) 3
 OJ0942
 OJ0942.Superseded values are not recommended for survey control.
 OJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0942.See file dsdata.txt to determine how the superseded data were derived.
 OJ0942
 OJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3109165702(NAD 83)
 OJ0942
 OJ0942  HISTORY     - Date     Condition        Report By
 OJ0942  HISTORY     - UNK      MONUMENTED
 OJ0942  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0942  HISTORY     - 19970524 GOOD             USPSQD
 OJ0942
 OJ0942                          STATION DESCRIPTION
 OJ0942
 OJ0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0942'NO PREVIOUS DESCRIPTION.
 OJ0942'
 OJ0942'THE INLAY CITY MUNICIPAL TANK, FORMERLY LISTED AS THE IMLAY
 OJ0942'CITY MUNICIPAL WATER TANK IS LOCATED IN THE NORTH SECTION OF
 OJ0942'TOWN, 1/4 MILE SOUTH OF STATE HIGHWAY 21, JUST SOUTH OF THE
 OJ0942'JUNCTION OF EAST FOURTH AND WHITE STREETS.
 OJ0942'
 OJ0942'THE STATION IS THE TOP CENTER OF THE 6 LEGGED DOUBLE
 OJ0942'ELLIPSOIDAL TANK, PAINTED GREEN AND 125 FEET HIGH.
 OJ0942'
 OJ0942'DESCRIBED BY VDN (GRH)
 OJ0942
 OJ0942                          STATION RECOVERY (1997)
 OJ0942
 OJ0942'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0942'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0939 ***********************************************************************
 OJ0939  DESIGNATION -  IMLAY CITY MUNICIPAL TANK
 OJ0939  PID         -  OJ0939
 OJ0939  STATE/COUNTY-  MI/LAPEER
 OJ0939  USGS QUAD   -  IMLAY CITY (1963)
 OJ0939
 OJ0939                         *CURRENT SURVEY CONTROL
 OJ0939  ___________________________________________________________________
 OJ0939* NAD 83(1994)-  43 01 25.06276(N)    083 04 21.37110(W)     ADJUSTED  
 OJ0939* NAVD 88     -                                                        
 OJ0939  ___________________________________________________________________
 OJ0939  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 OJ0939  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0939
 OJ0939  HORZ ORDER  -  THIRD
 OJ0939
 OJ0939.The horizontal coordinates were established by classical geodetic methods
 OJ0939.and adjusted by the National Geodetic Survey in February 1997..
 OJ0939
 OJ0939
 OJ0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0939
 OJ0939.The geoid height was determined by GEOID03.
 OJ0939
 OJ0939;                    North         East     Units Scale Factor Converg.
 OJ0939;SPC MI S     -   170,051.812 4,105,465.087   MT  0.99990980   +0 52 50.3
 OJ0939;SPC MI S     -   557,912.77 13,469,373.65   iFT  0.99990980   +0 52 50.3
 OJ0939;UTM  17      - 4,765,523.182   331,127.684   MT  0.99995083   -1 24 52.1
 OJ0939
 OJ0939                          SUPERSEDED SURVEY CONTROL
 OJ0939
 OJ0939  NAD 83(1986)-  43 01 25.05750(N)    083 04 21.40149(W) AD(       ) 4
 OJ0939  NAD 27      -  43 01 24.95875(N)    083 04 21.62896(W) AD(       ) 3
 OJ0939
 OJ0939.Superseded values are not recommended for survey control.
 OJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0939.See file dsdata.txt to determine how the superseded data were derived.
 OJ0939
 OJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3112865523(NAD 83)
 OJ0939
 OJ0939  HISTORY     - Date     Condition        Report By
 OJ0939  HISTORY     - 1943     MONUMENTED       CGS
 OJ0939  HISTORY     - 19970524 MARK NOT FOUND   USPSQD
 OJ0939
 OJ0939                          STATION DESCRIPTION
 OJ0939
 OJ0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0939'THE STATION IS THE IMLAY CITY MUNICIPAL STANDPIPE.  IT IS
 OJ0939'LOCATED IN THE SW
 OJ0939'CORNER OF THE INTERSECTION OF E THIRD AVENUE
 OJ0939'AND STATE HIGHWAY 53.  THE STANDPIPE
 OJ0939'IS A 110-FOOT BLACK, STEEL
 OJ0939'AND BRICK STRUCTURE.  THE BRICK PART IS THE BASE
 OJ0939'STANDING 65 FEET
 OJ0939'HIGH AND THE STEEL PART IS 45 FEET HIGHER ON TOP OF THE BRICK.
 OJ0939'THE STANDPIPE
 OJ0939'WAS ERECTED IN 1890 AND HAS THE LETTERS IMLAY CITY
 OJ0939'PAINTED IN WHITE.
 OJ0939'*
 OJ0939'THIS IS AN INTERSECTION STATION.
 OJ0939
 OJ0939                          STATION RECOVERY (1997)
 OJ0939
 OJ0939'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0939'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0186 ***********************************************************************
 NE0186  DESIGNATION -  IMMERS
 NE0186  PID         -  NE0186
 NE0186  STATE/COUNTY-  MI/MACOMB
 NE0186  USGS QUAD   -  MT CLEMENS EAST (1983)
 NE0186
 NE0186                         *CURRENT SURVEY CONTROL
 NE0186  ___________________________________________________________________
 NE0186* NAD 83(1986)-  42 35 45.     (N)    082 46 47.     (W)     SCALED    
 NE0186* NAVD 88     -       175.817  (meters)     576.83   (feet)  ADJUSTED  
 NE0186  ___________________________________________________________________
 NE0186  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 NE0186  DYNAMIC HT  -         175.767 (meters)     576.66  (feet)  COMP
 NE0186  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 NE0186
 NE0186  VERT ORDER  -  FIRST     CLASS 0
 NE0186
 NE0186.The horizontal coordinates were scaled from a topographic map and have
 NE0186.an estimated accuracy of +/- 6 seconds.
 NE0186
 NE0186.The orthometric height was determined by differential leveling
 NE0186.and adjusted by the National Geodetic Survey in June 1991..
 NE0186
 NE0186.The geoid height was determined by GEOID03.
 NE0186
 NE0186.The dynamic height is computed by dividing the NAVD 88
 NE0186.geopotential number by the normal gravity value computed on the
 NE0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0186.degrees latitude (g = 980.6199 gals.).
 NE0186
 NE0186.The modeled gravity was interpolated from observed gravity values.
 NE0186
 NE0186;                    North         East    Units  Estimated Accuracy
 NE0186;SPC MI S     -   122,950.    4,130,230.      MT  (+/- 180 meters Scaled)
 NE0186
 NE0186                          SUPERSEDED SURVEY CONTROL
 NE0186
 NE0186  NGVD 29 (??/??/92)  175.946  (m)          577.25   (f) ADJ UNCH    1 0
 NE0186
 NE0186.Superseded values are not recommended for survey control.
 NE0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0186.See file dsdata.txt to determine how the superseded data were derived.
 NE0186
 NE0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH539174(NAD 83)
 NE0186_MARKER: Z = SEE DESCRIPTION
 NE0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0186_SP_SET: STEEL ROD
 NE0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0186
 NE0186  HISTORY     - Date     Condition        Report By
 NE0186  HISTORY     - 1963     MONUMENTED       USLS
 NE0186  HISTORY     - 1970     GOOD             USLS
 NE0186  HISTORY     - 19940417 MARK NOT FOUND   USPSQD
 NE0186  HISTORY     - 19990628 GOOD             USPSQD
 NE0186
 NE0186                          STATION DESCRIPTION
 NE0186
 NE0186'DESCRIBED BY US LAKE SURVEY 1970
 NE0186'NEAR SELFRIDGE AFB.
 NE0186'IMMERS IS IN MACOMB COUNTY, MICHIGAN, ON NORTH SIDE OF THE CLINTON
 NE0186'RIVER, ABOUT 1000 FEET ABOVE ITS MOUTH, NEAR NORTHWEST CORNER
 NE0186'OF PROPERTY AT 32850 NORTH RIVER ROAD, 78.2 FEET EAST OF UTILITY
 NE0186'POLE WITH ELECTRIC METER, 77.0 FEET NORTHWEST OF NORTHEAST CORNER
 NE0186'OF TWO-STORY BRICK DWELLING AT 32850 NORTH RIVER ROAD, 49.0
 NE0186'FEET SOUTHWEST OF SOUTHEAST CORNER AND 42.6 FEET SOUTH OF
 NE0186'SOUTHWEST CORNER OF IMMERS FRAME GARAGE AT 32849 NORTH RIVER
 NE0186'ROAD, 15 FEET SOUTH OF CENTERLINE OF NORTH RIVER ROAD, 1.3 FEET
 NE0186'NORTH OF FENCE BOUNDING VACANT LOT, 1.0 FOOT WEST OF FENCE
 NE0186'CORNER, 1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 NE0186'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 24 FEET
 NE0186'LONG.  NOTE-- BM 1963.
 NE0186
 NE0186                          STATION RECOVERY (1994)
 NE0186
 NE0186'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0186'MARK NOT FOUND.
 NE0186
 NE0186                          STATION RECOVERY (1999)
 NE0186
 NE0186'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1605 ***********************************************************************
 RL1605  DESIGNATION -  IMP LAKE LOOKOUT TOWER USGS
 RL1605  PID         -  RL1605
 RL1605  STATE/COUNTY-  MI/GOGEBIC
 RL1605  USGS QUAD   -  IMP LAKE (1982)
 RL1605
 RL1605                         *CURRENT SURVEY CONTROL
 RL1605  ___________________________________________________________________
 RL1605* NAD 83(1994)-  46 12 43.72403(N)    089 04 20.83100(W)     ADJUSTED  
 RL1605* NAVD 88     -                                                        
 RL1605  ___________________________________________________________________
 RL1605  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 RL1605  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL1605
 RL1605  HORZ ORDER  -  THIRD
 RL1605
 RL1605.The horizontal coordinates were established by classical geodetic methods
 RL1605.and adjusted by the National Geodetic Survey in February 1997..
 RL1605
 RL1605
 RL1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1605
 RL1605.The geoid height was determined by GEOID03.
 RL1605
 RL1605;                    North         East     Units Scale Factor Converg.
 RL1605;SPC MI N     -   160,894.057 7,840,109.224   MT  0.99990365   -1 29 52.6
 RL1605;SPC MI N     -   527,867.64 25,722,143.12   iFT  0.99990365   -1 29 52.6
 RL1605;UTM  16      - 5,119,706.341   340,140.996   MT  0.99991415   -1 29 47.2
 RL1605
 RL1605                          SUPERSEDED SURVEY CONTROL
 RL1605
 RL1605  NAD 83(1994)-  46 12 43.72048(N)    089 04 20.82962(W) AD(       ) 4
 RL1605  NAD 83(1986)-  46 12 43.72064(N)    089 04 20.82636(W) AD(       ) 4
 RL1605  NAD 27      -  46 12 43.89700(N)    089 04 20.33200(W) AD(       ) 3
 RL1605
 RL1605.Superseded values are not recommended for survey control.
 RL1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1605.See file dsdata.txt to determine how the superseded data were derived.
 RL1605
 RL1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4014119706(NAD 83)
 RL1605_MARKER: DD = SURVEY DISK
 RL1605_SETTING: 0 = UNSPECIFIED SETTING
 RL1605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1605+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RL1605
 RL1605  HISTORY     - Date     Condition        Report By
 RL1605  HISTORY     - 1938     MONUMENTED       USGS
 RL1605  HISTORY     - 1940     GOOD             CGS
 RL1605  HISTORY     - 20000621 GOOD             MIDT
 RL1605
 RL1605                          STATION DESCRIPTION
 RL1605
 RL1605'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 RL1605'LOCATED IN NW 1/4 SEC. 16, T. 44 N., R. 38 W.  STATION IS
 RL1605'MARKED BY U.S.G.S. STANDARD TABLET STAMPED IMP LAKE 1938,
 RL1605'SET IN CONCRETE POST AND CENTERED UNDER LOOKOUT TOWER.
 RL1605
 RL1605                          STATION RECOVERY (1940)
 RL1605
 RL1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1605'THE STATION IS A U.S. FOREST SERVICE LOOKOUT TOWER IN THE
 RL1605'OTTAWA NATIONAL FOREST AND IS LOCATED ABOUT 7 MILES SOUTHEAST
 RL1605'OF WATERSMEET AND 0.5 MILE SOUTH OF IMP LAKE.  THE FINIAL
 RL1605'AT THE CENTER OF THE LOOKOUT ROOF IS THE POINT SIGHTED UPON.
 RL1605'THE STATION WAS NOT VISITED.
 RL1605
 RL1605                          STATION RECOVERY (2000)
 RL1605
 RL1605'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1605'7 MI SE OF WATERSMEET, 1.6 MI S OF US-2, 0.5 S OF IMP LAKE IN OTTAWA
 RL1605'NAT'S FOREST.  FROM JUNCTION OF US-45, 5.45 MI SE TO IMP LAKE RD
 RL1605'NO.3978, THENCE 1.6 MI S TO WOODS RD RIGHT, THENCE 0.2 MI W TO FORK,
 RL1605'THENCE RIGHT 0.05 MI TO END OF RD.  IT IS IN THE EXACT CENTER OF 4
 RL1605'CONCRETE FOOTINGS OF OLD L.O.T., 1 FT E OF WITNESS POST AND FLUSH WITH
 RL1605'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8108 ***********************************************************************
 AA8108  CBN         -  This is a Cooperative Base Network Control Station.
 AA8108  PACS        -  This is a Primary Airport Control Station.
 AA8108  DESIGNATION -  IMT D
 AA8108  PID         -  AA8108
 AA8108  STATE/COUNTY-  MI/DICKINSON
 AA8108  USGS QUAD   -  IRON MOUNTAIN (1982)
 AA8108
 AA8108                         *CURRENT SURVEY CONTROL
 AA8108  ___________________________________________________________________
 AA8108* NAD 83(1994)-  45 48 50.78429(N)    088 07 05.64454(W)     ADJUSTED  
 AA8108* NAVD 88     -       344.62   (meters)    1130.6    (feet)  GPS OBS   
 AA8108  ___________________________________________________________________
 AA8108  X           -     146,235.951 (meters)                     COMP
 AA8108  Y           -  -4,450,974.581 (meters)                     COMP
 AA8108  Z           -   4,551,093.161 (meters)                     COMP
 AA8108  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 AA8108  ELLIP HEIGHT-         310.56  (meters)          (07/12/02) GPS OBS
 AA8108  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 AA8108
 AA8108  HORZ ORDER  -  B
 AA8108  ELLP ORDER  -  FOURTH    CLASS II
 AA8108
 AA8108.This mark is at Ford Airport (IMT)
 AA8108
 AA8108.The horizontal coordinates were established by GPS observations
 AA8108.and adjusted by the National Geodetic Survey in September 1995..
 AA8108
 AA8108.The orthometric height was determined by GPS observations and a
 AA8108.high-resolution geoid model.
 AA8108
 AA8108.GPS derived orthometric heights for airport stations designated as
 AA8108.PACS or SACS are published to 2 decimal places.  This maintains
 AA8108.centimeter relative accuracy between the PACS and SACS.  It does
 AA8108.not indicate centimeter accuracy relative to other marks which are
 AA8108.part of the NAVD 88 network.
 AA8108
 AA8108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8108
 AA8108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8108
 AA8108.The ellipsoidal height was determined by GPS observations
 AA8108.and is referenced to NAD 83.
 AA8108
 AA8108.The geoid height was determined by GEOID03.
 AA8108
 AA8108;                    North         East     Units Scale Factor Converg.
 AA8108;SPC MI N     -   115,177.874 7,913,096.642   MT  0.99993644   -0 48 29.7
 AA8108;SPC MI N     -   377,880.16 25,961,603.16   iFT  0.99993644   -0 48 29.7
 AA8108;UTM  16      - 5,074,001.782   413,123.149   MT  0.99969279   -0 48 06.9
 AA8108
 AA8108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8108!SPC MI N     -   0.99995132  x   0.99993644  =   0.99988776
 AA8108!UTM  16      -   0.99995132  x   0.99969279  =   0.99964412
 AA8108
 AA8108:                Primary Azimuth Mark                     Grid Az
 AA8108:SPC MI N     -  AP 1966 STA B                            158 29 49.9
 AA8108:UTM  16      -  AP 1966 STA B                            158 29 27.1
 AA8108
 AA8108|---------------------------------------------------------------------|
 AA8108| PID    Reference Object                     Distance      Geod. Az  |
 AA8108|                                                           dddmmss.s |
 AA8108| QM0014 AP 1966 STA B                       APPROX. 0.5 KM 1574120.2 |
 AA8108|---------------------------------------------------------------------|
 AA8108
 AA8108                          SUPERSEDED SURVEY CONTROL
 AA8108
 AA8108  ELLIP H (09/20/95)  310.54   (m)                       GP(       ) 1 2
 AA8108
 AA8108.Superseded values are not recommended for survey control.
 AA8108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8108.See file dsdata.txt to determine how the superseded data were derived.
 AA8108
 AA8108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1312374002(NAD 83)
 AA8108_MARKER: I = METAL ROD
 AA8108_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8108_STAMPING: IMT D 1994
 AA8108_MARK LOGO: NGS   
 AA8108_PROJECTION: FLUSH
 AA8108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8108+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8108_ROD/PIPE-DEPTH: 12.2 meters
 AA8108_SLEEVE-DEPTH  : 1.2 meters
 AA8108
 AA8108  HISTORY     - Date     Condition        Report By
 AA8108  HISTORY     - 1994     MONUMENTED       NGS
 AA8108
 AA8108                          STATION DESCRIPTION
 AA8108
 AA8108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8108'STATION IS LOCATED ABOUT 3 KM (1.85 MI) WEST OF IRON MOUNTAIN, AT THE
 AA8108'IRON MOUNTAIN-KINGSFORD/FORD AIRPORT, 125 M (410.1 FT) SOUTH OF THE
 AA8108'TERMINAL BUILDING, IN A GRASS STRIP AT THE WEST CORNER OF AN APRON, AT
 AA8108'A LOW INTERIOR FENCE CORNER, IN CENTRAL SECTION 34, T 39 N, R 19 E.
 AA8108'OWNERSHIP--DICKINSON COUNTY, COUNTY COURTHOUSE, PO BOX 609, IRON
 AA8108'MOUNTAIN MI 49801.  AIRPORT MANAGER IS WILLIAM MARCHETTI (AT
 AA8108'COURTHOUSE) , PHONE 906-774-9617.  TO REACH FROM THE JUNCTION OF U.S.
 AA8108'HIGHWAY 2 AND STATE HIGHWAY 95 IN DOWNTOWN IRON MOUNTAIN, GO WEST ON
 AA8108'HIGHWAY 95 (EAST LUDINGTON STREET) FOR 0.20 KM (0.10 MI) TO A CROSS
 AA8108'STREET.  TURN LEFT, SOUTH, ON HIGHWAY 95 (CARPENTER AVENUE) FOR 1.39
 AA8108'KM (0.85 MI) TO A CROSS STREET.  TURN RIGHT, WEST, ON WOODWARD AVENUE
 AA8108'FOR 4.45 KM (2.75 MI) TO THE AIRPORT ENTRANCE ROAD ON THE RIGHT.  TURN
 AA8108'RIGHT, NORTHEAST, ON ROAD FOR 0.06 KM (0.05 MI) TO A FENCE CORNER ON
 AA8108'THE RIGHT AND THE STATION INSIDE THE FENCE.  ACCESS COVER IS FLUSH
 AA8108'WITH THE GROUND.  STATION IS 8.0 M (26.2 FT) EAST OF THE FENCE CORNER,
 AA8108'7.2 M (23.6 FT) SOUTHEAST OF THE LOW FENCE, 3.8 M (12.5 FT) NORTHEAST
 AA8108'OF THE LOW FENCE, 5.6 M (18.4 FT) NORTHWEST OF THE WEST CORNER OF THE
 AA8108'APRON, ON LINE WITH THE SOUTHWEST EDGE OF THE APRON, 59.6 M (195.5 FT)
 AA8108'NORTHWEST OF A TALL METAL LIGHT POLE, 40.9 M (134.2 FT) SOUTHWEST OF A
 AA8108'TALL METAL LIGHT POLE, AND 4.8 M (15.7 FT) EAST-NORTHEAST OF A
 AA8108'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0456 ***********************************************************************
 PL0456  DESIGNATION -  INDIAN
 PL0456  PID         -  PL0456
 PL0456  STATE/COUNTY-  MI/ROSCOMMON
 PL0456  USGS QUAD   -  ST HELEN (1965)
 PL0456
 PL0456                         *CURRENT SURVEY CONTROL
 PL0456  ___________________________________________________________________
 PL0456* NAD 83(1994)-  44 17 58.53502(N)    084 23 43.58174(W)     ADJUSTED  
 PL0456* NAVD 88     -       481.7    (meters)    1580.     (feet)  VERTCON   
 PL0456  ___________________________________________________________________
 PL0456  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 PL0456  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PL0456
 PL0456  HORZ ORDER  -  FIRST
 PL0456
 PL0456.The horizontal coordinates were established by classical geodetic methods
 PL0456.and adjusted by the National Geodetic Survey in February 1997..
 PL0456
 PL0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0456
 PL0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0456
 PL0456.The geoid height was determined by GEOID03.
 PL0456
 PL0456;                    North         East     Units Scale Factor Converg.
 PL0456;SPC MI C     -   109,224.884 5,997,703.952   MT  0.99997538   -0 01 13.2
 PL0456;SPC MI C     -   358,349.36 19,677,506.40   iFT  0.99997538   -0 01 13.2
 PL0456;UTM  16      - 4,908,448.147   707,766.559   MT  1.00013091   +1 49 10.9
 PL0456
 PL0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0456!SPC MI C     -   0.99992990  x   0.99997538  =   0.99990528
 PL0456!UTM  16      -   0.99992990  x   1.00013091  =   1.00006080
 PL0456
 PL0456|---------------------------------------------------------------------|
 PL0456| PID    Reference Object                     Distance      Geod. Az  |
 PL0456|                                                           dddmmss.s |
 PL0456| CH1275 INDIAN RM 1                          23.430 METERS 05648     |
 PL0456| PL0458 ST HELEN CMU MICROWAVE               13.181 METERS 08447     |
 PL0456| PL0457 INDIAN SPRINGS FIRE LOT 1932         13.230 METERS 08524     |
 PL0456| CH1276 INDIAN RM 2                          23.249 METERS 19328     |
 PL0456| PL0461 HOUGHTON                            APPROX.23.7 KM 2592617.4 |
 PL0456|---------------------------------------------------------------------|
 PL0456
 PL0456                          SUPERSEDED SURVEY CONTROL
 PL0456
 PL0456  NAD 83(1986)-  44 17 58.52884(N)    084 23 43.59571(W) AD(       ) 1
 PL0456  NAD 27      -  44 17 58.45593(N)    084 23 43.54659(W) AD(       ) 1
 PL0456  NGVD 29 (07/19/86)  481.8    (m)         1581.     (f) VERT ANG       
 PL0456
 PL0456.Superseded values are not recommended for survey control.
 PL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0456.See file dsdata.txt to determine how the superseded data were derived.
 PL0456
 PL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0776708448(NAD 83)
 PL0456_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0456
 PL0456  HISTORY     - Date     Condition        Report By
 PL0456  HISTORY     - 1932     MONUMENTED       CGS
 PL0456  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0456  HISTORY     - 1963     SEE DESCRIPTION  MIDH
 PL0456  HISTORY     - 1968     SEE DESCRIPTION  USGS
 PL0456  HISTORY     - 1980     GOOD             NGS
 PL0456  HISTORY     - 1981     GOOD             MIDH
 PL0456
 PL0456                          STATION DESCRIPTION
 PL0456
 PL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0456'SIXTEEN MILES SOUTHEAST
 PL0456'OF ROSCOMMON, 8
 PL0456'MILES WEST OF WEST BRANCH, 10.5 METERS (34 FEET) WEST OF SOUTHWEST
 PL0456'LEG OF INDIAN SPRINGS FIRE LOOKOUT
 PL0456'TOWER, AND 10.8 METERS (35 FEET) WEST OF
 PL0456'NORTHWEST LEG.  TO REACH FROM ROSCOMMON, GO SOUTH
 PL0456'14.3 MILES ON U.S. 27 TO
 PL0456'JUNCTION WITH ROUTE M-55, GO EAST 11.1 MILES ON ROUTE M-55 TO
 PL0456'JUNCTION WITH ROUTE
 PL0456'M-76, FOLLOW COMBINED ROUTES SOUTHEAST 0.9 MILE TO SIGN STATE FIRE
 PL0456'TOWER 1/2 MILE AND DIRT
 PL0456'ROAD TO LEFT, AND FOLLOW THIS ROAD NORTHEAST 0.6 MILE TO HIGH
 PL0456'PROMINENT HILL AND TOWER.  SURFACE
 PL0456'AND UNDERGROUND MARKS ARE STANDARD DISK
 PL0456'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER
 PL0456'MARK IS FLUSH WITH SURFACE.
 PL0456'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0456'NO. 1 IS FLUSH WITH
 PL0456'SURFACE, 13.1 METERS (43 FEET) NORTHEAST OF NORTHWEST TOWER LEG, 9.5
 PL0456'METERS (31 FEET) NORTH OF
 PL0456'NORTHEAST TOWER LEG, AND 23.45 METERS (76.9 FEET) FROM
 PL0456'STATION IN AZIMUTH 236 DEG 49 MIN.  NO. 2
 PL0456'PROJECTS 2 INCHES, IS 26 METERS (85 FEET) SOUTH
 PL0456'OF SOUTHWEST TOWER LEG, 30.0 METERS (98 FEET) SOUTHWEST OF
 PL0456'SOUTHEAST TOWER LEG, AND
 PL0456'23.27 METERS (76.3 FEET) FROM STATION IN AZIMUTH 13 DEG 28 MIN.
 PL0456'AZIMUTHS FROM STATION TO FIRE
 PL0456'LOOKOUT TOWERS ARE- BASE CITY, 227 DEG 21 MIN 29 SEC,
 PL0456'AND HOUGHTON LAKE, 88 DEG 49 MIN
 PL0456'07 SEC.  CENTER OF INDIAN SPRINGS FIRE LOOKOUT TOWER IS
 PL0456'13.23 METERS (43.4 FEET) FROM STATION IN AZIMUTH
 PL0456'265 DEG 21 MIN.
 PL0456
 PL0456                          STATION RECOVERY (1949)
 PL0456
 PL0456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0456'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN VERY
 PL0456'GOOD CONDITION.  DISTANCES AND
 PL0456'DIRECTIONS TO ALL MARKS WERE CHECKED AND FOUND TO BE CORRECT.  THE
 PL0456'OLD DESCRIPTION IS ADEQUATE.
 PL0456'
 PL0456'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PL0456
 PL0456                          STATION RECOVERY (1963)
 PL0456
 PL0456'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1963
 PL0456'STATION AND REFERENCE MARKS ARE IN EXCELLENT CONDITION.
 PL0456
 PL0456                          STATION RECOVERY (1968)
 PL0456
 PL0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (DLH)
 PL0456'STATION MARK AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 PL0456'DESCRIBED.  DISTANCES AND
 PL0456'DIRECTION TO REFERENCE MARKS CHECKED.
 PL0456'THE OLD DESCRIPTION IS ADEQUATE.
 PL0456'THE SIGN REFERRED TO AS STATE FIRE TOWER
 PL0456'IS NO LONGER IN PLACE.  THE INDIAN SPRINGS FIRE
 PL0456'LOOKOUT TOWER IS STILL ON
 PL0456'THE SITE AND IN GOOD CONDITION.
 PL0456'
 PL0456'AIRLINE DISTANCES AND DIRECTION FROM NEAREST TOWN- 16 MILES SOUTHEAST
 PL0456'OF ROSCOMMON
 PL0456
 PL0456                          STATION RECOVERY (1980)
 PL0456
 PL0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0456'THE STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD CONDITION.
 PL0456'REFERENCE MARK 1 APPEARS TO HAVE BEEN HIT AND IS LEANING
 PL0456'TOWARD THE STATION.  THE DISTANCE TO REFERENCE MARK 1 COMPARED
 PL0456'FAVORABLY WITH THE 1949 DISTANCE.  THE DISTANCE TO REFERENCE
 PL0456'MARK 2 WAS NOTED TO BE SHORTER BY 0.013 METER THAN THE 1949
 PL0456'DISTANCE.  A DIFFERENCE OF 03 MINUTES 06.65 SECONDS WAS NOTED
 PL0456'IN THE DIRECTION BETWEEN THE REFERENCE MARKS.
 PL0456'
 PL0456'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) WEST-NORTHWEST OF
 PL0456'WEST BRANCH, 8.0 KM (5.0 MI) SOUTH OF ST.HELEN, 2.4 KM (1.5 MI)
 PL0456'WEST OF THE OGEMAW COUNTY LINE, AND IN THE
 PL0456'NE1/4,S14,T22N,R1W OF RICHFIELD TOWNSHIP.
 PL0456'PERMISSION GIVEN BY DEPARTMENT OF NATURAL RESOURCES,
 PL0456'LYNN MOHR, 801 NORTH SILVERLEAF, GLADWIN, MI 48624.
 PL0456'TELEPHONE NUMBER 616-426-9205.
 PL0456'
 PL0456'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 PL0456'75 AND STATE HIGHWAY 55 ABOUT 3.2 KM (2.0 MI) WEST OF WEST BRANCH.
 PL0456'GO WEST ON HIGHWAY 55 FOR 7.8 KM (4.4 MI) TO THE ROSCOMMON
 PL0456'COUNTY LINE.  CONTINUE WEST FOR 3.5 KM (2.2 MI) TO A SAND
 PL0456'CROSSROAD.  TURN RIGHT NORTH ON SAND ROAD FOR 0.56 KM (0.35 MI)
 PL0456'TO AN ANGLED CROSSROAD.  BEAR LEFT NORTHWEST FOR 0.40 KM
 PL0456'(0.25 MI) TO TOP OF RIDGE AND STATION ON LEFT.
 PL0456'
 PL0456'THE STATION IS A STANDARD CGS DISK
 PL0456'STAMPED---INDIAN 1932---,
 PL0456'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 PL0456'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0456'9.60 METERS (31.50 FT) NORTH FROM THE CENTER OF ROAD,
 PL0456'9.20 METERS (30.20 FT) SOUTHWEST FROM A CHAIN LINK FENCE CORNER
 PL0456'AND
 PL0456'6.95 METERS (22.80 FT) NORTH-NORTHWEST FROM A CHAIN LINK FENCE
 PL0456'CORNER.
 PL0456'
 PL0456'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0456'STAMPED---INDIAN NO 1 1932---,
 PL0456'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 PL0456'FLUSH WITH GROUND.  IT IS LOCATED
 PL0456'5.15 METERS (16.90 FT) SOUTH FROM A 30-INCH OAK TREE,
 PL0456'5.0 METERS (16.40 FT) WEST FROM THE CENTER OF TRACK ROAD AND
 PL0456'4.90 METERS (16.1 FT) NORTH FROM A CHAIN LINK FENCE CORNER.
 PL0456'MARK IS BELOW STATION 0.3 METER.
 PL0456'
 PL0456'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0456'STAMPED---INDIAN NO 2 1932---,
 PL0456'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 26 CM ON A SIDE
 PL0456'PROJECTING 5 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0456'11.30 METERS (37.1 FT) SOUTH FROM THE CENTER OF ROAD AND
 PL0456'4.80 METERS (15.75 FT) WEST FROM A POWER POLE WITH TRANSFORMER.
 PL0456'MARK IS BELOW STATION 0.9 METER.
 PL0456'
 PL0456'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF A
 PL0456'BUILDING ON LINE.
 PL0456'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 17.0 METERS.
 PL0456'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PL0456'AN AZIMUTH MARK.
 PL0456
 PL0456                          STATION RECOVERY (1981)
 PL0456
 PL0456'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (RHG)
 PL0456'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 PL0456'CONDITION.  THE DISTANCE AND DIRECTIONS WERE NOT MEASURED.  REFERENCE
 PL0456'MARK 1 APPEARS TO HAVE BEEN HIT AND LEANS TOWARD THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0937 ***********************************************************************
 RJ0937  DESIGNATION -  INDIAN IBC 1944
 RJ0937  PID         -  RJ0937
 RJ0937  STATE/COUNTY-  MI/CHIPPEWA
 RJ0937  USGS QUAD   -  OAK RIDGE (1976)
 RJ0937
 RJ0937                         *CURRENT SURVEY CONTROL
 RJ0937  ___________________________________________________________________
 RJ0937* NAD 83(1994)-  46 21 08.57080(N)    084 07 48.92152(W)     ADJUSTED  
 RJ0937* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0937  ___________________________________________________________________
 RJ0937  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 RJ0937  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ0937
 RJ0937  HORZ ORDER  -  THIRD
 RJ0937
 RJ0937.The horizontal coordinates were established by classical geodetic methods
 RJ0937.and adjusted by the National Geodetic Survey in February 1997..
 RJ0937
 RJ0937.The orthometric height was scaled from a topographic map.
 RJ0937
 RJ0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0937
 RJ0937.The geoid height was determined by GEOID03.
 RJ0937
 RJ0937;                    North         East     Units Scale Factor Converg.
 RJ0937;SPC MI N     -   178,387.835 8,220,814.886   MT  0.99990352   +2 04 27.2
 RJ0937;SPC MI N     -   585,261.93 26,971,177.45   iFT  0.99990352   +2 04 27.2
 RJ0937;SPC MI C     -   337,391.439 6,018,200.467   MT  1.00021667   +0 10 01.2
 RJ0937;SPC MI C     - 1,106,927.29 19,744,752.19   iFT  1.00021667   +0 10 01.2
 RJ0937;UTM  16      - 5,137,203.292   720,791.832   MT  1.00019928   +2 04 38.6
 RJ0937
 RJ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0937!SPC MI N     -   0.99997815  x   0.99990352  =   0.99988167
 RJ0937!SPC MI C     -   0.99997815  x   1.00021667  =   1.00019482
 RJ0937!UTM  16      -   0.99997815  x   1.00019928  =   1.00017743
 RJ0937
 RJ0937:                Primary Azimuth Mark                     Grid Az
 RJ0937:SPC MI N     -  DUCK IBC 1944                            328 05 08.6
 RJ0937:SPC MI C     -  DUCK IBC 1944                            329 59 34.6
 RJ0937:UTM  16      -  DUCK IBC 1944                            328 04 57.2
 RJ0937
 RJ0937|---------------------------------------------------------------------|
 RJ0937| PID    Reference Object                     Distance      Geod. Az  |
 RJ0937|                                                           dddmmss.s |
 RJ0937| RJ0941 DUCK IBC 1944                       APPROX. 0.9 KM 3300935.8 |
 RJ0937|---------------------------------------------------------------------|
 RJ0937
 RJ0937                          SUPERSEDED SURVEY CONTROL
 RJ0937
 RJ0937  NAD 83(1986)-  46 21 08.55937(N)    084 07 48.92960(W) AD(       ) 3
 RJ0937  NAD 27      -  46 21 08.49400(N)    084 07 48.82600(W) AD(       ) 3
 RJ0937
 RJ0937.Superseded values are not recommended for survey control.
 RJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0937.See file dsdata.txt to determine how the superseded data were derived.
 RJ0937
 RJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2079237203(NAD 83)
 RJ0937_MARKER: H = DRILL HOLE
 RJ0937_SETTING: 80 = SET IN A BOULDER
 RJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0937+STABILITY: SURFACE MOTION
 RJ0937
 RJ0937  HISTORY     - Date     Condition        Report By
 RJ0937  HISTORY     - 1944     MONUMENTED       IBC
 RJ0937
 RJ0937                          STATION DESCRIPTION
 RJ0937
 RJ0937'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0937'ON INDIAN POINT ON SUGAR ISLAND, NEAR THE HEAD OF THE RAPIDS IN THE
 RJ0937'EAST NEEBISH CHANNEL, AND ACROSS FROM NED POINT, THE NE POINT OF
 RJ0937'EAST NEEBISH ISLAND.  THE STATION IS IN A ROCK IN THE ALDER THICKET
 RJ0937'NEAR THE EDGE OF THE WATER.  CAIRN BUILT OVER IT IN 1958.
 RJ0937'
 RJ0937'STATION MARK IS A DRILL HOLE IN THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0644 ***********************************************************************
 QK0644  DESIGNATION -  INDIAN RIVER CATH SHRINE CROSS
 QK0644  PID         -  QK0644
 QK0644  STATE/COUNTY-  MI/CHEBOYGAN
 QK0644  USGS QUAD   -  BURT LAKE (1986)
 QK0644
 QK0644                         *CURRENT SURVEY CONTROL
 QK0644  ___________________________________________________________________
 QK0644* NAD 83(1994)-  45 23 55.43413(N)    084 37 54.74449(W)     ADJUSTED  
 QK0644* NAVD 88     -                                                        
 QK0644  ___________________________________________________________________
 QK0644  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 QK0644  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 QK0644
 QK0644  HORZ ORDER  -  THIRD
 QK0644
 QK0644.The horizontal coordinates were established by classical geodetic methods
 QK0644.and adjusted by the National Geodetic Survey in February 1997..
 QK0644
 QK0644
 QK0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0644
 QK0644.The geoid height was determined by GEOID03.
 QK0644
 QK0644;                    North         East     Units Scale Factor Converg.
 QK0644;SPC MI C     -   231,395.780 5,979,236.019   MT  0.99994427   -0 11 14.4
 QK0644;SPC MI C     -   759,172.51 19,616,916.07   iFT  0.99994427   -0 11 14.4
 QK0644;UTM  16      - 5,029,973.981   685,344.862   MT  1.00002239   +1 41 11.8
 QK0644
 QK0644                          SUPERSEDED SURVEY CONTROL
 QK0644
 QK0644  NAD 83(1986)-  45 23 55.42770(N)    084 37 54.74643(W) AD(       ) 4
 QK0644  NAD 27      -  45 23 55.38300(N)    084 37 54.61600(W) AD(       ) 3
 QK0644
 QK0644.Superseded values are not recommended for survey control.
 QK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0644.See file dsdata.txt to determine how the superseded data were derived.
 QK0644
 QK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8534529974(NAD 83)
 QK0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0644+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2003
 QK0644
 QK0644  HISTORY     - Date     Condition        Report By
 QK0644  HISTORY     - 1956     MONUMENTED       CGS
 QK0644  HISTORY     - 20030103 GOOD             GEOCAC
 QK0644
 QK0644                          STATION DESCRIPTION
 QK0644
 QK0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0644'THE STATION IS THE CENTER OF THE TOP OF A LARGE WOODEN CROSS
 QK0644'LOCATED IN THE
 QK0644'NORTH SECTION OF THE CATHOLIC SHRINE GROUNDS ABOUT 1 MILE SOUTHWEST
 QK0644'OF INDIAN RIVER AND ABOUT 0.15
 QK0644'MILE NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 QK0644'HIGHWAY 68.  IT IS A WOOD STRUCTURE 55 FEET
 QK0644'HIGH WITH A 22 FOOT CROSS-ARM AND HAS A RED
 QK0644'LIGHT AT THE TOP.
 QK0644
 QK0644                          STATION RECOVERY (2003)
 QK0644
 QK0644'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 QK0644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0194 ***********************************************************************
 OJ0194  DESIGNATION -  INDIAN USLS
 OJ0194  PID         -  OJ0194
 OJ0194  STATE/COUNTY-  MI/SANILAC
 OJ0194  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0194
 OJ0194                         *CURRENT SURVEY CONTROL
 OJ0194  ___________________________________________________________________
 OJ0194* NAD 83(1986)-  43 35 05.     (N)    082 35 46.     (W)     SCALED    
 OJ0194* NAVD 88     -       184.410  (meters)     605.02   (feet)  ADJUSTED  
 OJ0194  ___________________________________________________________________
 OJ0194  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 OJ0194  DYNAMIC HT  -         184.374 (meters)     604.90  (feet)  COMP
 OJ0194  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OJ0194
 OJ0194  VERT ORDER  -  FIRST     CLASS 0
 OJ0194
 OJ0194.The horizontal coordinates were scaled from a topographic map and have
 OJ0194.an estimated accuracy of +/- 6 seconds.
 OJ0194
 OJ0194.The orthometric height was determined by differential leveling
 OJ0194.and adjusted by the National Geodetic Survey in June 1991..
 OJ0194
 OJ0194.The geoid height was determined by GEOID03.
 OJ0194
 OJ0194.The dynamic height is computed by dividing the NAVD 88
 OJ0194.geopotential number by the normal gravity value computed on the
 OJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0194.degrees latitude (g = 980.6199 gals.).
 OJ0194
 OJ0194.The modeled gravity was interpolated from observed gravity values.
 OJ0194
 OJ0194;                    North         East    Units  Estimated Accuracy
 OJ0194;SPC MI S     -   233,080.    4,142,980.      MT  (+/- 180 meters Scaled)
 OJ0194
 OJ0194                          SUPERSEDED SURVEY CONTROL
 OJ0194
 OJ0194  NGVD 29 (??/??/??)  184.523  (m)          605.39   (f) ADJUSTED    1 0
 OJ0194
 OJ0194.Superseded values are not recommended for survey control.
 OJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0194.See file dsdata.txt to determine how the superseded data were derived.
 OJ0194
 OJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ711269(NAD 83)
 OJ0194_MARKER: Z = SEE DESCRIPTION
 OJ0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0194_SP_SET: BRIDGE
 OJ0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0194
 OJ0194  HISTORY     - Date     Condition        Report By
 OJ0194  HISTORY     - 1970     MONUMENTED       USLS
 OJ0194  HISTORY     - 1970     GOOD             USLS
 OJ0194  HISTORY     - 1980     GOOD             NGS
 OJ0194  HISTORY     - 19940718 GOOD             USPSQD
 OJ0194
 OJ0194                          STATION DESCRIPTION
 OJ0194
 OJ0194'DESCRIBED BY US LAKE SURVEY 1970
 OJ0194'5.5 MI S FROM FORESTVILLE.
 OJ0194'INDIAN IS IN SANILAC COUNTY, MICHIGAN, ABOUT 5.47 MILES SOUTH
 OJ0194'ON U.S. 25 OF THE INTERSECTION OF CEDAR STREET AND LAKESHORE
 OJ0194'ROAD (U.S. 25) IN FORESTVILLE, ON THE FOURTH TIER OF THE NORTHWEST
 OJ0194'WING WALL OF THE HIGHWAY BRIDGE OVER INDIAN CREEK, 0.8 FEET
 OJ0194'NORTH OF THE SOUTH FACE, 0.8 FEET EAST OF THE WEST FACE AND
 OJ0194'0.7 FEET SOUTH OF THE NORTH FACE OF TIER, BEING HIGHEST POINT
 OJ0194'ON TOP OF A 5/8-INCH HEXAGONAL BRASS ROD SET INTO THE TOP OF
 OJ0194'THE WING WALL.  BM INDIAN 1970.
 OJ0194
 OJ0194                          STATION RECOVERY (1980)
 OJ0194
 OJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0194'8.9 KILOMETERS (5.55 MILES)SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0194'JUNCTION OF CEDAR STREET IN FORESTERVILLE, SET IN THE FOURTH TIER
 OJ0194'OF THE NORTH ABUTMENT ON THE WEST SIDE OF THE HIGHWAY, 9.6 METERS
 OJ0194'(31.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 0.25 (0.8 FOOT)
 OJ0194'EAST OF THE WEST END OF THE FOURTH TIER
 OJ0194'THE MARK IS 1.0 M BELOW HIGHWAY.
 OJ0194
 OJ0194                          STATION RECOVERY (1994)
 OJ0194
 OJ0194'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0188 ***********************************************************************
 QK0188  DESIGNATION -  INFO
 QK0188  PID         -  QK0188
 QK0188  STATE/COUNTY-  MI/CHEBOYGAN
 QK0188  USGS QUAD   -  ST IGNACE (1976)
 QK0188
 QK0188                         *CURRENT SURVEY CONTROL
 QK0188  ___________________________________________________________________
 QK0188* NAD 83(1986)-  45 45 48.     (N)    084 43 01.     (W)     SCALED    
 QK0188* NAVD 88     -       179.991  (meters)     590.52   (feet)  ADJUSTED  
 QK0188  ___________________________________________________________________
 QK0188  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 QK0188  DYNAMIC HT  -         179.995 (meters)     590.53  (feet)  COMP
 QK0188  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 QK0188
 QK0188  VERT ORDER  -  FIRST     CLASS I
 QK0188
 QK0188.The horizontal coordinates were scaled from a topographic map and have
 QK0188.an estimated accuracy of +/- 6 seconds.
 QK0188
 QK0188.The orthometric height was determined by differential leveling
 QK0188.and adjusted by the National Geodetic Survey in June 1991..
 QK0188
 QK0188.The geoid height was determined by GEOID03.
 QK0188
 QK0188.The dynamic height is computed by dividing the NAVD 88
 QK0188.geopotential number by the normal gravity value computed on the
 QK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0188.degrees latitude (g = 980.6199 gals.).
 QK0188
 QK0188.The modeled gravity was interpolated from observed gravity values.
 QK0188
 QK0188;                    North         East    Units  Estimated Accuracy
 QK0188;SPC MI C     -   271,940.    5,972,750.      MT  (+/- 180 meters Scaled)
 QK0188
 QK0188                          SUPERSEDED SURVEY CONTROL
 QK0188
 QK0188.No superseded survey control is available for this station.
 QK0188
 QK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR775702(NAD 83)
 QK0188_MARKER: B = BOLT
 QK0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0188_SP_SET: CONCRETE FOUNDATION
 QK0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0188
 QK0188  HISTORY     - Date     Condition        Report By
 QK0188  HISTORY     - 1973     MONUMENTED       NOS
 QK0188  HISTORY     - 1973     GOOD             USLS
 QK0188  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0188
 QK0188                          STATION DESCRIPTION
 QK0188
 QK0188'DESCRIBED BY US LAKE SURVEY 1973
 QK0188'1.3 MI S FROM MACKINAW CITY.
 QK0188'INFO IS IN CHEBOYGAN COUNTY, MICHIGAN, 1.3 MILES SOUTH ALONG HWY.
 QK0188'U.S. 23, FROM THE INTERSECTION OF LANGLADE ST. AND CENTRAL AVE.
 QK0188'IN MACKINAW CITY, SOUTHEASTERLY OF THE, TEPEE CAMPGROUNDS, 100
 QK0188'FEET EAST OF A PRIVATE DRIVE, 33 FEET NORTH OF CENTER LINE OF
 QK0188'HWY. U.S. 23, 5.5 FEET NORTHEAST OF THE WEST END OF A STEEL
 QK0188'GUARD RAIL, BEING HIGHEST POINT OVER A CROSS CUT INTO THE
 QK0188'SOUTHWEST 1-INCH DIAMETER BOLT ON THE MOST OF TWO CONCRETE
 QK0188'FOUNDATIONS SUPPORTING A SIGN READING, TRAVEL INFORMATION FOLLOW
 QK0188'U.S. 23.  NOTE-- PREV. DESIG. INFO 1973.
 QK0188
 QK0188                          STATION RECOVERY (1983)
 QK0188
 QK0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0188'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0048 ***********************************************************************
 QL0048  DESIGNATION -  INLAND
 QL0048  PID         -  QL0048
 QL0048  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0048  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0048
 QL0048                         *CURRENT SURVEY CONTROL
 QL0048  ___________________________________________________________________
 QL0048* NAD 83(1986)-  45 56 58.     (N)    086 14 27.     (W)     SCALED    
 QL0048* NAVD 88     -       181.682  (meters)     596.07   (feet)  ADJUSTED  
 QL0048  ___________________________________________________________________
 QL0048  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QL0048  DYNAMIC HT  -         181.687 (meters)     596.08  (feet)  COMP
 QL0048  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 QL0048
 QL0048  VERT ORDER  -  FIRST     CLASS 0
 QL0048
 QL0048.The horizontal coordinates were scaled from a topographic map and have
 QL0048.an estimated accuracy of +/- 6 seconds.
 QL0048
 QL0048.The orthometric height was determined by differential leveling
 QL0048.and adjusted by the National Geodetic Survey in June 1991..
 QL0048
 QL0048.The geoid height was determined by GEOID03.
 QL0048
 QL0048.The dynamic height is computed by dividing the NAVD 88
 QL0048.geopotential number by the normal gravity value computed on the
 QL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0048.degrees latitude (g = 980.6199 gals.).
 QL0048
 QL0048.The modeled gravity was interpolated from observed gravity values.
 QL0048
 QL0048;                    North         East    Units  Estimated Accuracy
 QL0048;SPC MI N     -   129,890.    8,058,860.      MT  (+/- 180 meters Scaled)
 QL0048
 QL0048                          SUPERSEDED SURVEY CONTROL
 QL0048
 QL0048  NGVD 29 (??/??/92)  181.67   (m)          596.0    (f) COMPUTED    1 0
 QL0048
 QL0048.Superseded values are not recommended for survey control.
 QL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0048.See file dsdata.txt to determine how the superseded data were derived.
 QL0048
 QL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER588887(NAD 83)
 QL0048_MARKER: DD = SURVEY DISK
 QL0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0048_SP_SET: BUILDING
 QL0048_STAMPING: INLAND CBF 1959 US LAKE SURVEY
 QL0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0048+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2005
 QL0048
 QL0048  HISTORY     - Date     Condition        Report By
 QL0048  HISTORY     - 1959     MONUMENTED       DOD
 QL0048  HISTORY     - 1972     GOOD             NGS
 QL0048  HISTORY     - 20021112 GOOD             USPSQD
 QL0048  HISTORY     - 20040416 GOOD             USPSQD
 QL0048  HISTORY     - 20051117 GOOD             USPSQD
 QL0048
 QL0048                          STATION DESCRIPTION
 QL0048
 QL0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0048'0.6 MI SE FROM MANISTIQUE.
 QL0048'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0048'AT MANISTIQUE, AT THE RANGER STATION, (A ROCK BUILDING), 96 FEET
 QL0048'WEST OF THE CENTER LINE OF RANGE STREET, 76 FEET NORTHEAST OF
 QL0048'THE CENTER LINE OF U.S. HIGHWAY 2, 2.5 FEET NORTHEAST OF THE
 QL0048'SOUTH CORNER OF THE BUILDING, 182 FEET WEST OF AND ACROSS RANGE
 QL0048'STREET FROM BM LKD (USLS) DESCRIBED, SET VERTICALLY IN THE
 QL0048'SOUTHEAST FACE OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF
 QL0048'THE GROUND.  SECTION 12, T41N, R16W.
 QL0048
 QL0048                          STATION RECOVERY (2002)
 QL0048
 QL0048'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0048'RECOVERED IN GOOD CONDITION.
 QL0048
 QL0048                          STATION RECOVERY (2004)
 QL0048
 QL0048'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0048' 
 QL0048' 
 QL0048' 
 QL0048' 
 QL0048' 
 QL0048' 
 QL0048
 QL0048                          STATION RECOVERY (2005)
 QL0048
 QL0048'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0192 ***********************************************************************
 OJ0192  DESIGNATION -  INN USLS
 OJ0192  PID         -  OJ0192
 OJ0192  STATE/COUNTY-  MI/SANILAC
 OJ0192  USGS QUAD   -  RICHMONDVILLE (1963)
 OJ0192
 OJ0192                         *CURRENT SURVEY CONTROL
 OJ0192  ___________________________________________________________________
 OJ0192* NAD 83(1986)-  43 33 12.     (N)    082 35 20.     (W)     SCALED    
 OJ0192* NAVD 88     -       182.680  (meters)     599.34   (feet)  ADJUSTED  
 OJ0192  ___________________________________________________________________
 OJ0192  GEOID HEIGHT-         -34.79  (meters)                     GEOID03
 OJ0192  DYNAMIC HT  -         182.645 (meters)     599.23  (feet)  COMP
 OJ0192  MODELED GRAV-     980,423.4   (mgal)                       NAVD 88
 OJ0192
 OJ0192  VERT ORDER  -  FIRST     CLASS 0
 OJ0192
 OJ0192.The horizontal coordinates were scaled from a topographic map and have
 OJ0192.an estimated accuracy of +/- 6 seconds.
 OJ0192
 OJ0192.The orthometric height was determined by differential leveling
 OJ0192.and adjusted by the National Geodetic Survey in June 1991..
 OJ0192
 OJ0192.The geoid height was determined by GEOID03.
 OJ0192
 OJ0192.The dynamic height is computed by dividing the NAVD 88
 OJ0192.geopotential number by the normal gravity value computed on the
 OJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0192.degrees latitude (g = 980.6199 gals.).
 OJ0192
 OJ0192.The modeled gravity was interpolated from observed gravity values.
 OJ0192
 OJ0192;                    North         East    Units  Estimated Accuracy
 OJ0192;SPC MI S     -   229,600.    4,143,640.      MT  (+/- 180 meters Scaled)
 OJ0192
 OJ0192                          SUPERSEDED SURVEY CONTROL
 OJ0192
 OJ0192  NGVD 29 (??/??/??)  182.795  (m)          599.72   (f) ADJUSTED    1 0
 OJ0192
 OJ0192.Superseded values are not recommended for survey control.
 OJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0192.See file dsdata.txt to determine how the superseded data were derived.
 OJ0192
 OJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ716234(NAD 83)
 OJ0192_MARKER: B = BOLT
 OJ0192_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0192_SP_SET: CULVERT
 OJ0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0192
 OJ0192  HISTORY     - Date     Condition        Report By
 OJ0192  HISTORY     - 1970     MONUMENTED       USLS
 OJ0192  HISTORY     - 1970     GOOD             USLS
 OJ0192  HISTORY     - 1980     GOOD             NGS
 OJ0192  HISTORY     - 19940717 GOOD             USPSQD
 OJ0192
 OJ0192                          STATION DESCRIPTION
 OJ0192
 OJ0192'DESCRIBED BY US LAKE SURVEY 1970
 OJ0192'7.7 MI S FROM FORESTVILLE.
 OJ0192'INN IS IN SANILAC COUNTY, MICHIGAN, ABOUT 7.7 MILES SOUTH FROM
 OJ0192'THE INTERSECTION OF CEDAR STREET AND LAKESHORE ROAD (U.S. 25) IN
 OJ0192'FORESTVILLE, ON WEST SIDE OF HIGHWAY, 100 FEET SOUTH OF THE
 OJ0192'WAYSIDE INN, 0.6 FEET SOUTH OF NORTH FACE AND 0.4 FEET WEST
 OJ0192'OF EAST FACE OF CONCRETE CULVERT NO. 1041+99, ABOUT 10 FEET
 OJ0192'BELOW THE ROAD, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 OJ0192'STEEL BOLT SET INTO THE TOP OF THE CULVERT.  BM INN 1970.
 OJ0192
 OJ0192                          STATION RECOVERY (1980)
 OJ0192
 OJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0192'12.65 KILOMETERS (7.85 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM
 OJ0192'THE JUNCTION OF CEDAR STREET IN FORSTVILLE, WEST-NORTHWEST AND
 OJ0192'ACROSS THE HIGHWAY FROM THE WAYSIDE INN SET NEAR THE NORTH END
 OJ0192'OF A CONCRETE CULVERT ON THE WEST SIDE OF THE HIGHWAY, 11.3 METERS
 OJ0192'(37.0 FEET) WEST AND BELOW CENTER LINE OF THE HIGHWAY, 0.18 METER
 OJ0192'(0.6 FOOT) SOUTH OF THE NORTH END OF THE CULVERT.
 OJ0192'THE MARK IS 3.0 M BELOW HIGHWAY.
 OJ0192
 OJ0192                          STATION RECOVERY (1994)
 OJ0192
 OJ0192'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0090 ***********************************************************************
 RJ0090  DESIGNATION -  INTERSECTION
 RJ0090  PID         -  RJ0090
 RJ0090  STATE/COUNTY-  MI/CHIPPEWA
 RJ0090  USGS QUAD   -  BARBEAU (1975)
 RJ0090
 RJ0090                         *CURRENT SURVEY CONTROL
 RJ0090  ___________________________________________________________________
 RJ0090* NAD 83(1986)-  46 16 28.     (N)    084 16 48.     (W)     SCALED    
 RJ0090* NAVD 88     -       190.296  (meters)     624.33   (feet)  ADJUSTED  
 RJ0090  ___________________________________________________________________
 RJ0090  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ0090  DYNAMIC HT  -         190.306 (meters)     624.36  (feet)  COMP
 RJ0090  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RJ0090
 RJ0090  VERT ORDER  -  FIRST     CLASS 0
 RJ0090
 RJ0090.The horizontal coordinates were scaled from a topographic map and have
 RJ0090.an estimated accuracy of +/- 6 seconds.
 RJ0090
 RJ0090.The orthometric height was determined by differential leveling
 RJ0090.and adjusted by the National Geodetic Survey in June 1991..
 RJ0090
 RJ0090.The geoid height was determined by GEOID03.
 RJ0090
 RJ0090.The dynamic height is computed by dividing the NAVD 88
 RJ0090.geopotential number by the normal gravity value computed on the
 RJ0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0090.degrees latitude (g = 980.6199 gals.).
 RJ0090
 RJ0090.The modeled gravity was interpolated from observed gravity values.
 RJ0090
 RJ0090;                    North         East    Units  Estimated Accuracy
 RJ0090;SPC MI N     -   169,320.    8,209,600.      MT  (+/- 180 meters Scaled)
 RJ0090
 RJ0090                          SUPERSEDED SURVEY CONTROL
 RJ0090
 RJ0090  NGVD 29 (??/??/92)  190.31   (m)          624.4    (f) COMPUTED    1 0
 RJ0090
 RJ0090.Superseded values are not recommended for survey control.
 RJ0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0090.See file dsdata.txt to determine how the superseded data were derived.
 RJ0090
 RJ0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS095281(NAD 83)
 RJ0090_MARKER: Z = SEE DESCRIPTION
 RJ0090_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0090+WITH SETTING: INTO GROUND
 RJ0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0090+STABILITY: SURFACE MOTION
 RJ0090
 RJ0090  HISTORY     - Date     Condition        Report By
 RJ0090  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0090  HISTORY     - 1972     GOOD             USGS
 RJ0090  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0090
 RJ0090                          STATION DESCRIPTION
 RJ0090
 RJ0090'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 RJ0090'1 MI S FROM BARBEAU.
 RJ0090'INTERSECTION IS IN CHIPPEWA COUNTY, MICHIGAN, 1.0 MILE SOUTH
 RJ0090'OF POST OFFICE AT BARBEAU, 53.3 FEET EAST OF UTILITY POLE NO.
 RJ0090'B2-19-14, 39 FEET NORTH OF CENTERLINE OF 16 MILE ROAD, 37.4 FEET
 RJ0090'SOUTH OF A UTILITY POLE, 27 FEET EAST OF CENTERLINE OF RIVERSIDE
 RJ0090'ROAD, 2.0 FEET NORTH OF A UTILITY POLE IN NORTHEAST CORNER OF
 RJ0090'INTERSECTION, 1 FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 RJ0090'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 RJ0090'29 FEET LONG.
 RJ0090
 RJ0090                          STATION RECOVERY (1983)
 RJ0090
 RJ0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0090'NOT RECOVERED, POWERLINE POLES HAVE BEEN REPLACED, BENCH MARK PROBABLY
 RJ0090'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9015 ***********************************************************************
 DH9015  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9015  DESIGNATION -  IONIA CORS ARP
 DH9015  CORS_ID     -  MION
 DH9015  PID         -  DH9015
 DH9015  STATE/COUNTY-  MI/IONIA
 DH9015  USGS QUAD   -  IONIA (1978)
 DH9015
 DH9015                         *CURRENT SURVEY CONTROL
 DH9015  ___________________________________________________________________
 DH9015* NAD 83(CORS)-  42 59 43.82446(N)    085 04 25.61780(W)     ADJUSTED  
 DH9015* NAVD 88     -                                                        
 DH9015  ___________________________________________________________________
 DH9015  EPOCH DATE  -        2002.00
 DH9015  X           -     401,237.085 (meters)                     COMP
 DH9015  Y           -  -4,655,197.760 (meters)                     COMP
 DH9015  Z           -   4,327,289.211 (meters)                     COMP
 DH9015  ELLIP HEIGHT-         223.67  (meters)          (03/??/06) GPS OBS
 DH9015  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DH9015
 DH9015  HORZ ORDER  -  SPECIAL (CORS)
 DH9015  ELLP ORDER  -  SPECIAL (CORS)
 DH9015
 DH9015.ITRF positions are available for this station.
 DH9015.The coordinates were established by GPS observations
 DH9015.and adjusted by the National Geodetic Survey in March 2006..
 DH9015.The coordinates are valid at the epoch date displayed above.
 DH9015.The epoch date for horizontal control is a decimal equivalence
 DH9015.of Year/Month/Day.
 DH9015
 DH9015
 DH9015.The PID for the CORS L1 Phase Center is DH9016.
 DH9015
 DH9015.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9015
 DH9015.The ellipsoidal height was determined by GPS observations
 DH9015.and is referenced to NAD 83.
 DH9015
 DH9015.The geoid height was determined by GEOID03.
 DH9015
 DH9015;                    North         East     Units Scale Factor Converg.
 DH9015;SPC MI S     -   166,359.567 3,942,342.812   MT  0.99990873   -0 28 52.4
 DH9015;SPC MI S     -   545,799.10 12,934,195.58   iFT  0.99990873   -0 28 52.4
 DH9015
 DH9015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9015!SPC MI S     -   0.99996492  x   0.99990873  =   0.99987366
 DH9015
 DH9015                          SUPERSEDED SURVEY CONTROL
 DH9015
 DH9015.No superseded survey control is available for this station.
 DH9015
 DH9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5701662116(NAD 83)
 DH9015_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9015
 DH9015                          STATION DESCRIPTION
 DH9015
 DH9015'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9015'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9015'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9015'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9015'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9015'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9016 ***********************************************************************
 DH9016  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9016  DESIGNATION -  IONIA CORS L1 PHASE CENTER
 DH9016  CORS_ID     -  MION
 DH9016  PID         -  DH9016
 DH9016  STATE/COUNTY-  MI/IONIA
 DH9016  USGS QUAD   -  IONIA (1978)
 DH9016
 DH9016                         *CURRENT SURVEY CONTROL
 DH9016  ___________________________________________________________________
 DH9016* NAD 83(CORS)-  42 59 43.82454(N)    085 04 25.61774(W)     ADJUSTED  
 DH9016* NAVD 88     -                                                        
 DH9016  ___________________________________________________________________
 DH9016  EPOCH DATE  -        2002.00
 DH9016  X           -     401,237.093 (meters)                     COMP
 DH9016  Y           -  -4,655,197.838 (meters)                     COMP
 DH9016  Z           -   4,327,289.288 (meters)                     COMP
 DH9016  ELLIP HEIGHT-         223.78  (meters)          (03/??/06) GPS OBS
 DH9016  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 DH9016
 DH9016  HORZ ORDER  -  SPECIAL (CORS)
 DH9016  ELLP ORDER  -  SPECIAL (CORS)
 DH9016
 DH9016.ITRF positions are available for this station.
 DH9016.The coordinates were established by GPS observations
 DH9016.and adjusted by the National Geodetic Survey in March 2006..
 DH9016.The coordinates are valid at the epoch date displayed above.
 DH9016.The epoch date for horizontal control is a decimal equivalence
 DH9016.of Year/Month/Day.
 DH9016
 DH9016
 DH9016.The PID for the CORS ARP is DH9015.
 DH9016
 DH9016.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9016
 DH9016.The ellipsoidal height was determined by GPS observations
 DH9016.and is referenced to NAD 83.
 DH9016
 DH9016.The geoid height was determined by GEOID03.
 DH9016
 DH9016;                    North         East     Units Scale Factor Converg.
 DH9016;SPC MI S     -   166,359.570 3,942,342.813   MT  0.99990873   -0 28 52.4
 DH9016;SPC MI S     -   545,799.11 12,934,195.58   iFT  0.99990873   -0 28 52.4
 DH9016
 DH9016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9016!SPC MI S     -   0.99996491  x   0.99990873  =   0.99987364
 DH9016
 DH9016                          SUPERSEDED SURVEY CONTROL
 DH9016
 DH9016.No superseded survey control is available for this station.
 DH9016
 DH9016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5701662116(NAD 83)
 DH9016_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9016
 DH9016                          STATION DESCRIPTION
 DH9016
 DH9016'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9016'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9016'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9016'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9016'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9016'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1679 ***********************************************************************
 NF1679  CBN         -  This is a Cooperative Base Network Control Station.
 NF1679  PACS        -  This is a Primary Airport Control Station.
 NF1679  DESIGNATION -  IONIPORT
 NF1679  PID         -  NF1679
 NF1679  STATE/COUNTY-  MI/IONIA
 NF1679  USGS QUAD   -  IONIA (1978)
 NF1679
 NF1679                         *CURRENT SURVEY CONTROL
 NF1679  ___________________________________________________________________
 NF1679* NAD 83(1994)-  42 56 17.44006(N)    085 03 55.43926(W)     ADJUSTED  
 NF1679* NAVD 88     -       246.745  (meters)     809.53   (feet)  ADJUSTED  
 NF1679  ___________________________________________________________________
 NF1679  X           -     402,290.923 (meters)                     COMP
 NF1679  Y           -  -4,659,456.216 (meters)                     COMP
 NF1679  Z           -   4,322,621.531 (meters)                     COMP
 NF1679  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 NF1679  ELLIP HEIGHT-         213.16  (meters)          (07/12/02) GPS OBS
 NF1679  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF1679  DYNAMIC HT  -         246.679 (meters)     809.31  (feet)  COMP
 NF1679  MODELED GRAV-     980,347.5   (mgal)                       NAVD 88
 NF1679  OBS GRAVITY -     980,342.2   (mgal)                       GRAV_OBS
 NF1679
 NF1679  HORZ ORDER  -  B
 NF1679  VERT ORDER  -  FIRST     CLASS II
 NF1679  ELLP ORDER  -  FOURTH    CLASS II
 NF1679
 NF1679.This mark is at Ionia Airport (Y70)
 NF1679
 NF1679.The horizontal coordinates were established by GPS observations
 NF1679.and adjusted by the National Geodetic Survey in September 1995..
 NF1679
 NF1679.The orthometric height was determined by differential leveling
 NF1679.and adjusted by the National Geodetic Survey in January 2002..
 NF1679
 NF1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1679
 NF1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1679
 NF1679.The ellipsoidal height was determined by GPS observations
 NF1679.and is referenced to NAD 83.
 NF1679
 NF1679.The geoid height was determined by GEOID03.
 NF1679
 NF1679.The dynamic height is computed by dividing the NAVD 88
 NF1679.geopotential number by the normal gravity value computed on the
 NF1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1679.degrees latitude (g = 980.6199 gals.).
 NF1679
 NF1679.The modeled gravity was interpolated from observed gravity values.
 NF1679.The observed gravity was obtained from relative gravimeter ties
 NF1679.to the IGSN71 gravity network.
 NF1679
 NF1679;                    North         East     Units Scale Factor Converg.
 NF1679;SPC MI S     -   159,985.868 3,942,973.477   MT  0.99990731   -0 28 31.8
 NF1679;SPC MI S     -   524,888.02 12,936,264.69   iFT  0.99990731   -0 28 31.8
 NF1679;UTM  16      - 4,755,765.262   657,846.282   MT  0.99990652   +1 19 05.3
 NF1679
 NF1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1679!SPC MI S     -   0.99996657  x   0.99990731  =   0.99987389
 NF1679!UTM  16      -   0.99996657  x   0.99990652  =   0.99987310
 NF1679
 NF1679:                Primary Azimuth Mark                     Grid Az
 NF1679:SPC MI S     -  IONIPORT AZ MK                           282 38 29.8
 NF1679:UTM  16      -  IONIPORT AZ MK                           280 50 52.7
 NF1679
 NF1679|---------------------------------------------------------------------|
 NF1679| PID    Reference Object                     Distance      Geod. Az  |
 NF1679|                                                           dddmmss.s |
 NF1679| NF1680 IONIPORT AZ MK                      446.318 METERS 2820958.0 |
 NF1679|---------------------------------------------------------------------|
 NF1679
 NF1679                          SUPERSEDED SURVEY CONTROL
 NF1679
 NF1679  ELLIP H (09/20/95)  213.19   (m)                       GP(       ) 1 2
 NF1679  NAD 83(1986)-  42 56 17.42624(N)    085 03 55.43343(W) AD(       ) 3
 NF1679  NAD 83(1986)-  42 56 17.43835(N)    085 03 55.45401(W) AD(       ) 3
 NF1679  NGVD 29 (03/27/91)  247.1    (m)          811.     (f) GPS OBS        
 NF1679
 NF1679.Superseded values are not recommended for survey control.
 NF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1679.See file dsdata.txt to determine how the superseded data were derived.
 NF1679
 NF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5784655765(NAD 83)
 NF1679_MARKER: I = METAL ROD
 NF1679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1679_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1679_STAMPING: IONIPORT 1989
 NF1679_MARK LOGO: NGS   
 NF1679_PROJECTION: FLUSH
 NF1679_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1679+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 NF1679_ROD/PIPE-DEPTH: 8.5  meters
 NF1679_SLEEVE-DEPTH  : 1.0 meters
 NF1679
 NF1679  HISTORY     - Date     Condition        Report By
 NF1679  HISTORY     - 1989     MONUMENTED       NGS
 NF1679  HISTORY     - 19901017 GOOD             NGS
 NF1679  HISTORY     - 19910625 GOOD             NGS
 NF1679  HISTORY     - 19921113 GOOD             NGS
 NF1679  HISTORY     - 19940922 GOOD             NGS
 NF1679  HISTORY     - 20040418 GOOD             JCLS
 NF1679  HISTORY     - 20040419 GOOD             JCLS
 NF1679  HISTORY     - 20051205 GOOD             INDIV
 NF1679
 NF1679                          STATION DESCRIPTION
 NF1679
 NF1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1679'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTH OF IONIA, AT THE
 NF1679'IONIA COUNTY AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF THE
 NF1679'PAVED RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---IONIA COUNTY, C/O
 NF1679'AIRPORT MANAGER JERRY BENZ, BOX 76, IONIA MI 48846.  PHONE IS (517)
 NF1679'527-9070.
 NF1679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 66 IN
 NF1679'IONIA, GO SOUTHERLY FOR 5.2 KM (3.25 MI) ON HIGHWAY 66 TO A PAVED ROAD
 NF1679'LEFT.  TURN LEFT AND GO EASTERLY FOR 0.8 KM (0.50 MI) ON AIRLINE DRIVE
 NF1679'TO THE AIRPORT PARKING AREA AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 NF1679'SOUTH FOR 40 METERS, PASSING TO THE WEST OF THE AIRPORT OFFICE AND
 NF1679'THROUGH A GATE, TO AN APRON.  TURN LEFT AND GO SOUTHERLY FOR 0.1 KM
 NF1679'(0.05 MI) ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE STATION
 NF1679'ON THE RIGHT JUST BEFORE THE RUNWAY.
 NF1679'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1679'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.5 METERS IN A GREASE
 NF1679'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1679'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1679'39.3 M (128.9 FT) SOUTH FROM THE SOUTH EDGE OF AN APRON, 19.1 M
 NF1679'(62.7 FT) NORTH FROM THE NORTH EDGE OF THE PAVED RUNWAY AND 16.4 M
 NF1679'(53.8 FT) WEST FROM THE WEST EDGE OF A CONNECTING TAXIWAY.
 NF1679'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1679'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NF1679'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1679
 NF1679                          STATION RECOVERY (1990)
 NF1679
 NF1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 NF1679'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) SOUTH OF IONIA, 11.26 KM
 NF1679'(7.00 MI) WEST OF MUIR, 24.14 KM (15.00 MI) EAST OF GRAND RAPIDS AT
 NF1679'THE IONIA COUNTY AIRPORT, ON THE WEST SIDE OF THE STOP LINE OF THE
 NF1679'TAXIWAY AND NEAR THE JUNCTION OF THE RUNWAY. OWNERSHIP--IONIA COUNTY,
 NF1679'C/O AIRPORT MANAGER JERRY BENZ, BOX 76, IONIA MI 48846, PHONE (517)
 NF1679'527-9070.
 NF1679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 66 IN
 NF1679'IONIA, GO SOUTH ON STATE HIGHWAY 66 FOR 5.2 KM (3.2 MI) TO THE
 NF1679'JUNCTION OF ACCESS DRIVE ON THE LEFT (AT A STATE POLICE BARRACKS),
 NF1679'TURN LEFT, EASTERLY ON ACCESS DRIVE FOR 0.72 KM (0.45 MI) TO A GATE
 NF1679'AND THE AIRPORT OFFICE ON THE LEFT, PASS THRU THE GATE AND ONTO THE
 NF1679'APRON TURN LEFT, SOUTHEASTERLY ACROSS THE APRON TO THE JUNCTION OF
 NF1679'THE TAXIWAY, TURN RIGHT, SOUTH ONTO THE TAXIWAY AND GO TO THE STOP
 NF1679'LINE AND THE STATION ON THE RIGHT.
 NF1679'THE STATION IS ABOUT FLUSH WITH THE GROUND LOCATED 39.3 KM (24.4 MI)
 NF1679'SOUTH OF THE SOUTH EDGE OF THE APRON, 19.1 M (62.7 FT) NORTH OF THE
 NF1679'NORTH EDGE OF THE RUNWAY, 16.4 M (53.8 FT) WEST OF THE WEST EDGE OF
 NF1679'THE TAXIWAY AND 0.32 M (1.05 FT) EAST OF A FIBERGLASS WITNESS POST.
 NF1679
 NF1679                          STATION RECOVERY (1991)
 NF1679
 NF1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1679'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) SOUTH OF IONIA, AT THE
 NF1679'IONIA COUNTY AIRPORT, IN THE NORTHWEST ANGLE OF THE JUNCTION OF THE
 NF1679'PAVED RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---IONIA COUNTY, C/O
 NF1679'AIRPORT MANAGER JERRY BENZ, BOX 76, IONIA, MI. 48846. PHONE
 NF1679'517-527-9070.
 NF1679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 66 IN
 NF1679'IONIA, GO SOUTHERLY FOR 5.2 KM (3.2 MI) ON HIGHWAY 66 TO A PAVED ROAD
 NF1679'LEFT.  TURN LEFT AND GO EASTERLY FOR 0.8 KM (0.5 MI) ON ACCESS ROAD
 NF1679'TO THE AIRPORT PARKING AREA AND A PAVED ROAD RIGHT. TURN RIGHT AND GO
 NF1679'SOUTH FOR 40 M (131.2 FT) PASSING TO THE WEST OF THE AIRPORT OFFICE
 NF1679'AND THROUGH A GATE TO AN APRON.  TURN LEFT AND GO SOUTHERLY FOR 0.1
 NF1679'KM (0.1 MI) ACROSS THE APRON AND ON A CONNECTING TAXIWAY TO THE
 NF1679'STATION ON THE RIGHT JUST BEFORE THE RUNWAY.
 NF1679'MONUMENT IS RECESSED 8 CM BELOW GROUND. LOCATED 39.3 M (128.9 FT)
 NF1679'SOUTH OF THE SOUTH EDGE OF AN APRON, 19.1 M (62.7 FT) NORTH OF THE
 NF1679'NORTH EDGE OF THE PAVED RUNWAY AND 16.4 M (53.8 FT) WEST OF THE WEST
 NF1679'EDGE OF A CONNECTING TAXIWAY.
 NF1679
 NF1679                          STATION RECOVERY (1992)
 NF1679
 NF1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1679'0.5 KM (0.30 MI) WESTERLY ALONG WASHINGTON STREET FROM THE POST OFFICE
 NF1679'IN IONIA, THENCE 4.7 KM (2.90 MI) SOUTHERLY ALONG STATE HIGHWAY 66,
 NF1679'THENCE 0.8 M (2.6 FT) EASTERLY ALONG ACCESS DRIVE, THENCE 0.2 KM (0.10
 NF1679'MI) SOUTHEAST ALONG THE IONIA COUNTY AIRPORT ENTRANCE ROAD AND AN
 NF1679'APRON, 39.3 M (128.9 FT) SOUTH OF THE SOUTH EDGE OF THE APRON, 19.1 M
 NF1679'(62.7 FT) NORTH OF THE NORTH EDGE OF A RUNWAY, AND 16.4 M (53.8 FT)
 NF1679'WEST OF THE WEST EDGE OF A TAXIWAY.  NOTE--ACCESS TO THE DATUM POINT
 NF1679'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 NF1679'SPECIFICATIONS FOR A CLASS A MARK.
 NF1679
 NF1679                          STATION RECOVERY (1994)
 NF1679
 NF1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1679'NOTE--CALL IN ADVANCE (616) 527-9070 TO MAKE ARRANGEMENTS TO GET ONTO
 NF1679'AIRPORT PROPERTY.  THE STATION IS LOCATED IN QUAD 420851, ABOUT 5.2 KM
 NF1679'(3.25 MI) SOUTH OF IONIA, AT THE IONIA COUNTY AIRPORT, IN THE
 NF1679'NORTHWEST ANGLE OF THE JUNCTION OF THE PAVED RUNWAY AND A CONNECTING
 NF1679'TAXIWAY.  IT IS IN SECTION 6, T6N, R6W, ORANGE TOWNSHIP.
 NF1679'OWNERSHIP--IONIA COUNTY, C/O AIRPORT MANAGER JERRY BENZ, BOX 76 IONIA,
 NF1679'MICHIGAN 48846.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND
 NF1679'66 IN IONIA, GO SOUTH FOR 5.2 KM (3.25 MI) ON HIGHWAY 66 TO A PAVED
 NF1679'ROAD LEFT.  TURN LEFT AND GO EAST FOR 0.8 KM (0.50 MI) ON ACCESS ROAD
 NF1679'TO THE AIRPORT PARKING AREA AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 NF1679'SOUTH FOR 40 M (131.2 FT) PASSING WEST OF THE AIRPORT OFFICE AND
 NF1679'THROUGH GATE TO AN APRON.  TURN LEFT AND GO SOUTH ACROSS APRON AND ON
 NF1679'TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT JUST BEFORE
 NF1679'THE RUNWAY.  ROD IS RECESSED 8 CM BELOW ACCESS COVER FLUSH WITH THE
 NF1679'GROUND.  STATION IS 39.3 M (128.9 FT) SOUTH FROM SOUTH EDGE OF AN
 NF1679'APRON, 19.1 M (62.7 FT) NORTH FROM NORTH EDGE OF THE PAVED RUNWAY, AND
 NF1679'16.4 M (53.8 FT) WEST FROM WEST EDGE OF A CONNECTING TAXIWAY.
 NF1679
 NF1679                          STATION RECOVERY (2004)
 NF1679
 NF1679'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 NF1679'RECOVERED IN GOOD CONDITION.
 NF1679
 NF1679                          STATION RECOVERY (2004)
 NF1679
 NF1679'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 NF1679'RECOVERED IN GOOD CONDITION.
 NF1679
 NF1679                          STATION RECOVERY (2005)
 NF1679
 NF1679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BJA)
 NF1679'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1680 ***********************************************************************
 NF1680  DESIGNATION -  IONIPORT AZ MK
 NF1680  PID         -  NF1680
 NF1680  STATE/COUNTY-  MI/IONIA
 NF1680  USGS QUAD   -  IONIA (1978)
 NF1680
 NF1680                         *CURRENT SURVEY CONTROL
 NF1680  ___________________________________________________________________
 NF1680* NAD 83(1994)-  42 56 20.48769(N)    085 04 14.68245(W)     ADJUSTED  
 NF1680* NAVD 88     -       246.629  (meters)     809.15   (feet)  ADJUSTED  
 NF1680  ___________________________________________________________________
 NF1680  X           -     401,850.710 (meters)                     COMP
 NF1680  Y           -  -4,659,429.801 (meters)                     COMP
 NF1680  Z           -   4,322,690.294 (meters)                     COMP
 NF1680  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 NF1680  ELLIP HEIGHT-         213.03  (meters)          (07/17/02) GPS OBS
 NF1680  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF1680  DYNAMIC HT  -         246.563 (meters)     808.93  (feet)  COMP
 NF1680  MODELED GRAV-     980,347.7   (mgal)                       NAVD 88
 NF1680
 NF1680  HORZ ORDER  -  FIRST
 NF1680  VERT ORDER  -  FIRST     CLASS II
 NF1680  ELLP ORDER  -  FOURTH    CLASS I
 NF1680
 NF1680.This mark is at Ionia Airport (Y70)
 NF1680
 NF1680.The horizontal coordinates were established by GPS observations
 NF1680.and adjusted by the National Geodetic Survey in February 1997..
 NF1680.No horizontal observational check was made to the station.
 NF1680
 NF1680.The orthometric height was determined by differential leveling
 NF1680.and adjusted by the National Geodetic Survey in January 2002..
 NF1680
 NF1680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1680
 NF1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1680
 NF1680.The ellipsoidal height was determined by GPS observations
 NF1680.and is referenced to NAD 83.
 NF1680
 NF1680.The geoid height was determined by GEOID03.
 NF1680
 NF1680.The dynamic height is computed by dividing the NAVD 88
 NF1680.geopotential number by the normal gravity value computed on the
 NF1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1680.degrees latitude (g = 980.6199 gals.).
 NF1680
 NF1680.The modeled gravity was interpolated from observed gravity values.
 NF1680
 NF1680;                    North         East     Units Scale Factor Converg.
 NF1680;SPC MI S     -   160,083.536 3,942,538.019   MT  0.99990732   -0 28 44.9
 NF1680;SPC MI S     -   525,208.45 12,934,836.02   iFT  0.99990732   -0 28 44.9
 NF1680;UTM  16      - 4,755,849.253   657,407.981   MT  0.99990482   +1 18 52.3
 NF1680
 NF1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1680!SPC MI S     -   0.99996659  x   0.99990732  =   0.99987392
 NF1680!UTM  16      -   0.99996659  x   0.99990482  =   0.99987142
 NF1680
 NF1680:                Primary Azimuth Mark                     Grid Az
 NF1680:SPC MI S     -  IONIPORT                                 102 38 29.7
 NF1680:UTM  16      -  IONIPORT                                 100 50 52.5
 NF1680
 NF1680|---------------------------------------------------------------------|
 NF1680| PID    Reference Object                     Distance      Geod. Az  |
 NF1680|                                                           dddmmss.s |
 NF1680| NF1679 IONIPORT                            446.318 METERS 1020944.8 |
 NF1680|---------------------------------------------------------------------|
 NF1680
 NF1680                          SUPERSEDED SURVEY CONTROL
 NF1680
 NF1680  ELLIP H (02/03/97)  213.06   (m)                       GP(       ) 4 1
 NF1680  NAD 83(1986)-  42 56 20.48598(N)    085 04 14.69721(W) AD(       ) 1
 NF1680  NAD 83(1986)-  42 56 20.47386(N)    085 04 14.67662(W) AD(       ) 3
 NF1680  NGVD 29 (03/27/91)  247.0    (m)          810.     (f) GPS OBS        
 NF1680
 NF1680.Superseded values are not recommended for survey control.
 NF1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1680.See file dsdata.txt to determine how the superseded data were derived.
 NF1680
 NF1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5740855849(NAD 83)
 NF1680_MARKER: I = METAL ROD
 NF1680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1680_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1680_STAMPING: IONIPORT AZ MK 1989
 NF1680_MARK LOGO: NGS   
 NF1680_PROJECTION: FLUSH
 NF1680_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1680+SATELLITE: SATELLITE OBSERVATIONS - November 13, 1992
 NF1680_ROD/PIPE-DEPTH: 11.0 meters
 NF1680_SLEEVE-DEPTH  : 1.0 meters
 NF1680
 NF1680  HISTORY     - Date     Condition        Report By
 NF1680  HISTORY     - 1989     MONUMENTED       NGS
 NF1680  HISTORY     - 19921113 GOOD             NGS
 NF1680
 NF1680                          STATION DESCRIPTION
 NF1680
 NF1680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1680'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) SOUTH OF IONIA, AT THE
 NF1680'IONIA COUNTY AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A
 NF1680'TAXIWAY AND A CONNECTING TAXIWAY FOR RUNWAY END 09.  OWNERSHIP---IONIA
 NF1680'COUNTY, C/O AIRPORT MANAGER JERRY BENZ, BOX 76, IONIA MI 48846.  PHONE
 NF1680'IS (517) 527-9070.
 NF1680'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 66 IN
 NF1680'IONIA, GO SOUTHERLY FOR 5.2 KM (3.25 MI) ON HIGHWAY 66 TO A PAVED ROAD
 NF1680'LEFT.  TURN LEFT AND GO EASTERLY FOR 0.8 KM (0.50 MI) ON AIRLINE DRIVE
 NF1680'TO THE AIRPORT PARKING AREA AND A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 NF1680'SOUTH FOR 40 METERS, PASSING TO THE WEST OF THE AIRPORT OFFICE AND
 NF1680'THROUGH A GATE, TO A TAXIWAY RIGHT.  TURN RIGHT AND GO EAST FOR 0.4 KM
 NF1680'(0.25 MI) ON THE TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE A
 NF1680'CONNECTING TAXIWAY LEFT.
 NF1680'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1680'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 NF1680'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1680'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1680'LOCATED 23.6 M (77.4 FT) SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE
 NF1680'OF A TAXIWAY AND THE CENTER OF A CONNECTING TAXIWAY, 13.9 M (45.6 FT)
 NF1680'SOUTH FROM THE SOUTH EDGE OF A TAXIWAY AND 13.4 M (44.0 FT) EAST FROM
 NF1680'THE EAST EDGE OF A CONNECTING TAXIWAY.
 NF1680'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1680'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 NF1680'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1680
 NF1680                          STATION RECOVERY (1992)
 NF1680
 NF1680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1680'0.5 KM (0.30 MI) WESTERLY ALONG WASHINGTON STREET FROM THE POST OFFICE
 NF1680'IN IONIA, THENCE 4.7 KM (2.90 MI) SOUTHERLY ALONG STATE HIGHWAY 66,
 NF1680'THENCE 0.8 M (2.6 FT) EASTERLY ALONG ACCESS DRIVE, THENCE 0.1 KM (0.05
 NF1680'MI) SOUTHEAST ALONG THE IONIA COUNTY AIRPORT ENTRANCE ROAD AND AN
 NF1680'APRON, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG A TAXIWAY, 13.9 M (45.6
 NF1680'FT) SOUTH OF THE SOUTH EDGE OF THE TAXIWAY, AND 13.4 M (44.0 FT) EAST
 NF1680'OF THE EAST EDGE OF A TAXIWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 NF1680'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 NF1680'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0012 ***********************************************************************
 QK0012  DESIGNATION -  IR 1 USE
 QK0012  PID         -  QK0012
 QK0012  STATE/COUNTY-  MI/CHEBOYGAN
 QK0012  USGS QUAD   -  
 QK0012
 QK0012                         *CURRENT SURVEY CONTROL
 QK0012  ___________________________________________________________________
 QK0012* NAD 83(1986)-  45 37 36.     (N)    084 28 43.     (W)     SCALED    
 QK0012* NAVD 88     -       191.065  (meters)     626.85   (feet)  ADJUSTED  
 QK0012  ___________________________________________________________________
 QK0012  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 QK0012  DYNAMIC HT  -         191.062 (meters)     626.84  (feet)  COMP
 QK0012  MODELED GRAV-     980,598.6   (mgal)                       NAVD 88
 QK0012
 QK0012  VERT ORDER  -  FIRST     CLASS I
 QK0012
 QK0012.The horizontal coordinates were scaled from a topographic map and have
 QK0012.an estimated accuracy of +/- 6 seconds.
 QK0012
 QK0012.The orthometric height was determined by differential leveling
 QK0012.and adjusted by the National Geodetic Survey in June 1991..
 QK0012.WARNING-Repeat measurements at this control monument indicate possible
 QK0012.vertical movement.
 QK0012
 QK0012.The geoid height was determined by GEOID03.
 QK0012
 QK0012.The dynamic height is computed by dividing the NAVD 88
 QK0012.geopotential number by the normal gravity value computed on the
 QK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0012.degrees latitude (g = 980.6199 gals.).
 QK0012
 QK0012.The modeled gravity was interpolated from observed gravity values.
 QK0012
 QK0012;                    North         East    Units  Estimated Accuracy
 QK0012;SPC MI C     -   256,700.    5,991,270.      MT  (+/- 180 meters Scaled)
 QK0012
 QK0012                          SUPERSEDED SURVEY CONTROL
 QK0012
 QK0012.No superseded survey control is available for this station.
 QK0012
 QK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR965556(NAD 83)
 QK0012_MARKER: DD = SURVEY DISK
 QK0012_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0012_MARK LOGO: USE   
 QK0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0012
 QK0012  HISTORY     - Date     Condition        Report By
 QK0012  HISTORY     - 1960     MONUMENTED       USE
 QK0012  HISTORY     - 1973     GOOD             USLS
 QK0012  HISTORY     - 1983     GOOD             NGS
 QK0012  HISTORY     - 20041004 GOOD             USPSQD
 QK0012
 QK0012                          STATION DESCRIPTION
 QK0012
 QK0012'DESCRIBED BY US LAKE SURVEY 1973
 QK0012'AT CHEBOYGAN.
 QK0012'IR 1 IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, NEAR THE SOUTH
 QK0012'CITY LIMIT, ON THE WEST SIDE OF HWY. M-27, ON THE SOUTH FACE OF
 QK0012'RED BRICK BUILDING OCCUPIED BY DISTRICT NO. 7, MICHIGAN STATE
 QK0012'POLICE POST, 37.3 FEET WEST OF THE SOUTHEAST CORNER OF THE
 QK0012'BUILDING, 0.7 FEET EAST OF A CORNER WHICH IS WEST OF TWO OFFSETS
 QK0012'IN THE SOUTH FACE, 4-FEET ABOVE THE GROUND, BEING HORIZONTAL
 QK0012'LINE OF CROSS ON BRONZE DISC SET INTO THE BRICK WALL.  NOTE-- PREV.
 QK0012'DESIG. IR 1 1960.
 QK0012
 QK0012                          STATION RECOVERY (1983)
 QK0012
 QK0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.1 KM
 QK0012'(1.3 MI) SOUTH ALONG STATE HIGHWAY 27 (MAIN STREET) FROM THE POST
 QK0012'OFFICE IN CHEBOYGAN AT A RED BRICK BUILDING OCCUPIED BY THE MICHIGAN
 QK0012'STATE POLICE, DISTRICT NUMBER 7 ON THE WEST SIDE OF THE HIGHWAY, THE
 QK0012'DISK IS SET IN THE SOUTH FACE OF THE BUILDING ABOUT 1.21 METERS
 QK0012'(4.0 FT) ABOVE THE GROUND, 11.36 METERS (37.3 FT) WEST OF THE
 QK0012'SOUTHEAST CORNER OF THE BUILDING, AND 0.21 METER (0.7 FT) EAST OF A
 QK0012'CORNER WHICH IS WEST OF TWO OFFSETS IN THE SOUTH FACE.  STAMPING
 QK0012'IS--IR 1 CBF U.S. LAKE SURVEY 1960.
 QK0012
 QK0012                          STATION RECOVERY (2004)
 QK0012
 QK0012'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0205 ***********************************************************************
 QK0205  DESIGNATION -  IR 10
 QK0205  PID         -  QK0205
 QK0205  STATE/COUNTY-  MI/CHEBOYGAN
 QK0205  USGS QUAD   -  WOLVERINE (1986)
 QK0205
 QK0205                         *CURRENT SURVEY CONTROL
 QK0205  ___________________________________________________________________
 QK0205* NAD 83(1986)-  45 33 44.     (N)    084 31 32.     (W)     SCALED    
 QK0205* NAVD 88     -       185.056  (meters)     607.14   (feet)  ADJUSTED  
 QK0205  ___________________________________________________________________
 QK0205  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 QK0205  DYNAMIC HT  -         185.053 (meters)     607.13  (feet)  COMP
 QK0205  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QK0205
 QK0205  VERT ORDER  -  FIRST     CLASS I
 QK0205
 QK0205.The horizontal coordinates were scaled from a topographic map and have
 QK0205.an estimated accuracy of +/- 6 seconds.
 QK0205
 QK0205.The orthometric height was determined by differential leveling
 QK0205.and adjusted by the National Geodetic Survey in June 1991..
 QK0205
 QK0205.The geoid height was determined by GEOID03.
 QK0205
 QK0205.The dynamic height is computed by dividing the NAVD 88
 QK0205.geopotential number by the normal gravity value computed on the
 QK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0205.degrees latitude (g = 980.6199 gals.).
 QK0205
 QK0205.The modeled gravity was interpolated from observed gravity values.
 QK0205
 QK0205;                    North         East    Units  Estimated Accuracy
 QK0205;SPC MI C     -   249,540.    5,987,600.      MT  (+/- 180 meters Scaled)
 QK0205
 QK0205                          SUPERSEDED SURVEY CONTROL
 QK0205
 QK0205.No superseded survey control is available for this station.
 QK0205
 QK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR931483(NAD 83)
 QK0205_MARKER: Z = SEE DESCRIPTION
 QK0205_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0205+WITH SETTING: INTO GROUND
 QK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0205+STABILITY: SURFACE MOTION
 QK0205
 QK0205  HISTORY     - Date     Condition        Report By
 QK0205  HISTORY     - 1960     MONUMENTED       USLS
 QK0205  HISTORY     - 1973     GOOD             USLS
 QK0205  HISTORY     - 20040716 MARK NOT FOUND   GEOCAC
 QK0205
 QK0205                          STATION DESCRIPTION
 QK0205
 QK0205'DESCRIBED BY US LAKE SURVEY 1973
 QK0205'AT MULLETT LAKE.
 QK0205'IR 10 IS AT MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN, 7.0 MILES
 QK0205'SOUTHERLY ALONG HWY. M-27 (MAIN ST.) FROM POST OFFICE IN
 QK0205'CHEBOYGAN, THEN 0.13 MILES EAST ALONG POLISH LINE RD., 157 FEET
 QK0205'WEST CENTER LINE OF MULLETT LAKE RD., 153 FEET NORTH CENTER LINE
 QK0205'OF POLISH LINE RD., 53.1 FEET NORTH OF NORTHWEST CORNER OF
 QK0205'DWELLING NO. 1842, OWNED BY J.A. WHELLER, 4.2 FEET EAST OF
 QK0205'NORTHEAST CORNER OF GARAGE, 1/2-FOOT BELOW THE GROUND SURFACE,
 QK0205'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 QK0205'STEEL ROD, 42 FEET LONG.  NOTE-- PREV. DESIG. IR 10 1960.
 QK0205
 QK0205                          STATION RECOVERY (2004)
 QK0205
 QK0205'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 QK0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0209 ***********************************************************************
 QK0209  DESIGNATION -  IR 11 A
 QK0209  PID         -  QK0209
 QK0209  STATE/COUNTY-  MI/CHEBOYGAN
 QK0209  USGS QUAD   -  WOLVERINE (1986)
 QK0209
 QK0209                         *CURRENT SURVEY CONTROL
 QK0209  ___________________________________________________________________
 QK0209* NAD 83(1986)-  45 32 12.     (N)    084 32 30.     (W)     SCALED    
 QK0209* NAVD 88     -       184.343  (meters)     604.80   (feet)  ADJUSTED  
 QK0209  ___________________________________________________________________
 QK0209  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 QK0209  DYNAMIC HT  -         184.340 (meters)     604.79  (feet)  COMP
 QK0209  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 QK0209
 QK0209  VERT ORDER  -  FIRST     CLASS I
 QK0209
 QK0209.The horizontal coordinates were scaled from a topographic map and have
 QK0209.an estimated accuracy of +/- 6 seconds.
 QK0209
 QK0209.The orthometric height was determined by differential leveling
 QK0209.and adjusted by the National Geodetic Survey in June 1991..
 QK0209
 QK0209.The geoid height was determined by GEOID03.
 QK0209
 QK0209.The dynamic height is computed by dividing the NAVD 88
 QK0209.geopotential number by the normal gravity value computed on the
 QK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0209.degrees latitude (g = 980.6199 gals.).
 QK0209
 QK0209.The modeled gravity was interpolated from observed gravity values.
 QK0209
 QK0209;                    North         East    Units  Estimated Accuracy
 QK0209;SPC MI C     -   246,710.    5,986,330.      MT  (+/- 180 meters Scaled)
 QK0209
 QK0209                          SUPERSEDED SURVEY CONTROL
 QK0209
 QK0209.No superseded survey control is available for this station.
 QK0209
 QK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR919455(NAD 83)
 QK0209_MARKER: Z = SEE DESCRIPTION
 QK0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0209_SP_SET: CULVERT
 QK0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0209
 QK0209  HISTORY     - Date     Condition        Report By
 QK0209  HISTORY     - 1973     MONUMENTED       USLS
 QK0209  HISTORY     - 1973     GOOD             USLS
 QK0209
 QK0209                          STATION DESCRIPTION
 QK0209
 QK0209'DESCRIBED BY US LAKE SURVEY 1973
 QK0209'4.7 MI NE FROM TOPINABEE.
 QK0209'IR 11A IS ON WEST SIDE OF MULLETT, CHEBOYGAN COUNTY, MICHIGAN, 4.7
 QK0209'MILES NORTHEASTERLY ALONG HWY. M-27 FROM MULLETT TOWNSHIP FIRE
 QK0209'HALL IN TOPINABEE, 2.4 MILES NORTHEASTERLY OF BRIDGE OVER
 QK0209'MULLETT CREEK, ON EAST SIDE OF HWY., 3.0 FEET WESTERLY OF
 QK0209'WESTERLY RAIL OF PENN CENTRAL RAILROAD TRACKS, 0.8 FEET WEST OF
 QK0209'EAST FACE OF CONCRETE CULVERT LEADING UNDER TRACKS, 4-FEET BELOW
 QK0209'THE TRACKS, BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER
 QK0209'BRASS ROD SET INTO TOP OF THE CULVERT.  NOTE-- PREV. DESIG. IR
 QK0209'11 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0103 ***********************************************************************
 QK0103  DESIGNATION -  IR 12 B
 QK0103  PID         -  QK0103
 QK0103  STATE/COUNTY-  MI/CHEBOYGAN
 QK0103  USGS QUAD   -  INDIAN RIVER (1986)
 QK0103
 QK0103                         *CURRENT SURVEY CONTROL
 QK0103  ___________________________________________________________________
 QK0103* NAD 83(1986)-  45 29 39.     (N)    084 34 34.     (W)     SCALED    
 QK0103* NAVD 88     -       185.091  (meters)     607.25   (feet)  ADJUSTED  
 QK0103  ___________________________________________________________________
 QK0103  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 QK0103  DYNAMIC HT  -         185.089 (meters)     607.25  (feet)  COMP
 QK0103  MODELED GRAV-     980,599.2   (mgal)                       NAVD 88
 QK0103
 QK0103  VERT ORDER  -  FIRST     CLASS I
 QK0103
 QK0103.The horizontal coordinates were scaled from a topographic map and have
 QK0103.an estimated accuracy of +/- 6 seconds.
 QK0103
 QK0103.The orthometric height was determined by differential leveling
 QK0103.and adjusted by the National Geodetic Survey in June 1991..
 QK0103
 QK0103.The geoid height was determined by GEOID03.
 QK0103
 QK0103.The dynamic height is computed by dividing the NAVD 88
 QK0103.geopotential number by the normal gravity value computed on the
 QK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0103.degrees latitude (g = 980.6199 gals.).
 QK0103
 QK0103.The modeled gravity was interpolated from observed gravity values.
 QK0103
 QK0103;                    North         East    Units  Estimated Accuracy
 QK0103;SPC MI C     -   241,990.    5,983,630.      MT  (+/- 180 meters Scaled)
 QK0103
 QK0103                          SUPERSEDED SURVEY CONTROL
 QK0103
 QK0103.No superseded survey control is available for this station.
 QK0103
 QK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR893407(NAD 83)
 QK0103_MARKER: Z = SEE DESCRIPTION
 QK0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0103_SP_SET: STEEL ROD
 QK0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0103
 QK0103  HISTORY     - Date     Condition        Report By
 QK0103  HISTORY     - 1973     MONUMENTED       USLS
 QK0103  HISTORY     - 1973     GOOD             USLS
 QK0103
 QK0103                          STATION DESCRIPTION
 QK0103
 QK0103'DESCRIBED BY US LAKE SURVEY 1973
 QK0103'1.2 MI NE FROM TOPINABEE.
 QK0103'IR 12 B IS ON WEST SIDE OF MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN,
 QK0103'1.2 MILES NORTHEASTERLY ALONG HWY. M-27 FROM MULLETT TOWNSHIP
 QK0103'FIRE HALL IN TOPINABEE, 1.1 MILES SOUTHWEST OF BRIDGE OVER
 QK0103'MULLETT CREEK, 135.5 FEET SOUTHWEST OF MILEAGE MARK POST NO. 155,
 QK0103'90 FEET SOUTHEAST OF CENTERLINE OF HWY. M-27, 18.5 FEET NORTHEAST
 QK0103'OF A 4-INCH ANGLE IRON 2 FEET HIGH, 14.6 FEET NORTHWEST OF
 QK0103'NORTHWEST RAIL OF PENN CENTRAL TRACKS, 3.6 FEET NORTHWEST OF
 QK0103'A 3-INCH POPLAR, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST
 QK0103'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 QK0103'15 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 12 B 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0106 ***********************************************************************
 QK0106  DESIGNATION -  IR 13 A
 QK0106  PID         -  QK0106
 QK0106  STATE/COUNTY-  MI/CHEBOYGAN
 QK0106  USGS QUAD   -  INDIAN RIVER (1986)
 QK0106
 QK0106                         *CURRENT SURVEY CONTROL
 QK0106  ___________________________________________________________________
 QK0106* NAD 83(1986)-  45 28 15.     (N)    084 36 04.     (W)     SCALED    
 QK0106* NAVD 88     -       185.166  (meters)     607.50   (feet)  ADJUSTED  
 QK0106  ___________________________________________________________________
 QK0106  GEOID HEIGHT-         -35.45  (meters)                     GEOID03
 QK0106  DYNAMIC HT  -         185.164 (meters)     607.49  (feet)  COMP
 QK0106  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 QK0106
 QK0106  VERT ORDER  -  FIRST     CLASS I
 QK0106
 QK0106.The horizontal coordinates were scaled from a topographic map and have
 QK0106.an estimated accuracy of +/- 6 seconds.
 QK0106
 QK0106.The orthometric height was determined by differential leveling
 QK0106.and adjusted by the National Geodetic Survey in June 1991..
 QK0106
 QK0106.The geoid height was determined by GEOID03.
 QK0106
 QK0106.The dynamic height is computed by dividing the NAVD 88
 QK0106.geopotential number by the normal gravity value computed on the
 QK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0106.degrees latitude (g = 980.6199 gals.).
 QK0106
 QK0106.The modeled gravity was interpolated from observed gravity values.
 QK0106
 QK0106;                    North         East    Units  Estimated Accuracy
 QK0106;SPC MI C     -   239,400.    5,981,670.      MT  (+/- 180 meters Scaled)
 QK0106
 QK0106                          SUPERSEDED SURVEY CONTROL
 QK0106
 QK0106.No superseded survey control is available for this station.
 QK0106
 QK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR875380(NAD 83)
 QK0106_MARKER: Z = SEE DESCRIPTION
 QK0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0106_SP_SET: CULVERT
 QK0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0106
 QK0106  HISTORY     - Date     Condition        Report By
 QK0106  HISTORY     - 1973     MONUMENTED       USLS
 QK0106  HISTORY     - 1973     GOOD             USLS
 QK0106
 QK0106                          STATION DESCRIPTION
 QK0106
 QK0106'DESCRIBED BY US LAKE SURVEY 1973
 QK0106'1.1 MI SW FROM TOPINABEE.
 QK0106'IR 13 A IS IN CHEBOYGAN COUNTY, MICHIGAN, 1.1 MILE SOUTHWESTERLY ALONG
 QK0106'HWY. M-27 FROM THE MULLETT TOWNSHIP FIRE HALL, IN TOPINABEE,
 QK0106'NEAR ENTRANCE TO THE KOA CAMPGROUNDS, 14 FEET EASTERLY OF
 QK0106'CENTERLINE OF HWY. M-27, 1.6 FEET SOUTHWEST OF NORTHEAST FACE
 QK0106'AND 0.4 FEET NORTHWEST OF SOUTHEAST FACE OF CONCRETE CULVERT,
 QK0106'1/2-FOOT BELOW ROAD SURFACE BEING HIGHEST POINT ON TOP OF A
 QK0106'1/2-INCH DIAMETER BRASS ROD SET INTO THE TOP OF THE CULVERT.
 QK0106'NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 13 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0107 ***********************************************************************
 QK0107  DESIGNATION -  IR 14 A
 QK0107  PID         -  QK0107
 QK0107  STATE/COUNTY-  MI/CHEBOYGAN
 QK0107  USGS QUAD   -  INDIAN RIVER (1986)
 QK0107
 QK0107                         *CURRENT SURVEY CONTROL
 QK0107  ___________________________________________________________________
 QK0107* NAD 83(1986)-  45 27 36.     (N)    084 36 35.     (W)     SCALED    
 QK0107* NAVD 88     -       198.500  (meters)     651.25   (feet)  ADJUSTED  
 QK0107  ___________________________________________________________________
 QK0107  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0107  DYNAMIC HT  -         198.498 (meters)     651.24  (feet)  COMP
 QK0107  MODELED GRAV-     980,604.6   (mgal)                       NAVD 88
 QK0107
 QK0107  VERT ORDER  -  FIRST     CLASS I
 QK0107
 QK0107.The horizontal coordinates were scaled from a topographic map and have
 QK0107.an estimated accuracy of +/- 6 seconds.
 QK0107
 QK0107.The orthometric height was determined by differential leveling
 QK0107.and adjusted by the National Geodetic Survey in June 1991..
 QK0107
 QK0107.The geoid height was determined by GEOID03.
 QK0107
 QK0107.The dynamic height is computed by dividing the NAVD 88
 QK0107.geopotential number by the normal gravity value computed on the
 QK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0107.degrees latitude (g = 980.6199 gals.).
 QK0107
 QK0107.The modeled gravity was interpolated from observed gravity values.
 QK0107
 QK0107;                    North         East    Units  Estimated Accuracy
 QK0107;SPC MI C     -   238,200.    5,980,990.      MT  (+/- 180 meters Scaled)
 QK0107
 QK0107                          SUPERSEDED SURVEY CONTROL
 QK0107
 QK0107.No superseded survey control is available for this station.
 QK0107
 QK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR868368(NAD 83)
 QK0107_MARKER: Z = SEE DESCRIPTION
 QK0107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0107_SP_SET: STEEL ROD
 QK0107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0107
 QK0107  HISTORY     - Date     Condition        Report By
 QK0107  HISTORY     - 1973     MONUMENTED       USLS
 QK0107  HISTORY     - 1973     GOOD             USLS
 QK0107
 QK0107                          STATION DESCRIPTION
 QK0107
 QK0107'DESCRIBED BY US LAKE SURVEY 1973
 QK0107'2.1 MI S FROM TOPINABEE.
 QK0107'IR 14 A IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.1 MILES SOUTHERLY ALONG
 QK0107'HWY. M-27 FROM THE MULLETT TOWNSHIP FIRE HALL IN TOPINABEE,
 QK0107'ABOUT 120 FEET WEST CENTERLINE OF HWY. M-27, 16 FEET NORTHERLY
 QK0107'OF CENTERLINE OF DRIVEWAY, 4.1 FEET SOUTHEAST OF SOUTHEAST
 QK0107'CORNER OF METAL BUILDING, OCCUPIED BY UNITED PARCEL SERVICE,
 QK0107'1.2 FEET EAST OF A 4-INCH STEEL POST 2-1/2-FEET HIGH, 1-FOOT
 QK0107'BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0107'DIAMETER COPPER-COATED STEEL ROD, 15 FEET LONG.  NOTE-- MARK
 QK0107'WAS PREVIOUSLY DESIGNATED IR 14 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0109 ***********************************************************************
 QK0109  DESIGNATION -  IR 14 B
 QK0109  PID         -  QK0109
 QK0109  STATE/COUNTY-  MI/CHEBOYGAN
 QK0109  USGS QUAD   -  INDIAN RIVER (1986)
 QK0109
 QK0109                         *CURRENT SURVEY CONTROL
 QK0109  ___________________________________________________________________
 QK0109* NAD 83(1986)-  45 27 04.     (N)    084 36 38.     (W)     SCALED    
 QK0109* NAVD 88     -       201.656  (meters)     661.60   (feet)  ADJUSTED  
 QK0109  ___________________________________________________________________
 QK0109  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0109  DYNAMIC HT  -         201.655 (meters)     661.60  (feet)  COMP
 QK0109  MODELED GRAV-     980,604.9   (mgal)                       NAVD 88
 QK0109
 QK0109  VERT ORDER  -  FIRST     CLASS I
 QK0109
 QK0109.The horizontal coordinates were scaled from a topographic map and have
 QK0109.an estimated accuracy of +/- 6 seconds.
 QK0109
 QK0109.The orthometric height was determined by differential leveling
 QK0109.and adjusted by the National Geodetic Survey in June 1991..
 QK0109
 QK0109.The geoid height was determined by GEOID03.
 QK0109
 QK0109.The dynamic height is computed by dividing the NAVD 88
 QK0109.geopotential number by the normal gravity value computed on the
 QK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0109.degrees latitude (g = 980.6199 gals.).
 QK0109
 QK0109.The modeled gravity was interpolated from observed gravity values.
 QK0109
 QK0109;                    North         East    Units  Estimated Accuracy
 QK0109;SPC MI C     -   237,210.    5,980,920.      MT  (+/- 180 meters Scaled)
 QK0109
 QK0109                          SUPERSEDED SURVEY CONTROL
 QK0109
 QK0109.No superseded survey control is available for this station.
 QK0109
 QK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR868358(NAD 83)
 QK0109_MARKER: DD = SURVEY DISK
 QK0109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0109_SP_SET: CULVERT
 QK0109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0109
 QK0109  HISTORY     - Date     Condition        Report By
 QK0109  HISTORY     - 1973     MONUMENTED       USLS
 QK0109  HISTORY     - 1973     GOOD             USLS
 QK0109
 QK0109                          STATION DESCRIPTION
 QK0109
 QK0109'DESCRIBED BY US LAKE SURVEY 1973
 QK0109'2.7 MI S FROM TOPINABEE.
 QK0109'IR 14 B IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.7 MILES SOUTH ALONG HWY.
 QK0109'M-27, FROM THE MULLETT TOWNSHIP FIRE HALL IN TOPINABEE 70 FEET
 QK0109'WEST CENTERLINE OF HWY. M-27, ON NORTH END OF LOWER TIER OF
 QK0109'NORTHWEST ABUTMENT OF NORTHBOUND OVERPASS OF U.S. HWY. I-75,
 QK0109'31 FEET NORTH CENTERLINE OF U.S. HWY. I-75, 20 FEET ABOVE HWY.
 QK0109'M-27, 6 FEET BELOW THE ROAD SURFACE OF U.S. HWY. I-75, 0.9 FEET
 QK0109'WEST OF EAST FACE OF ABUTMENT, BEING HIGHEST POINT OVER CROSS
 QK0109'AT CENTER OF BRONZE DISC, SET INTO THE TOP OF CULVERT.
 QK0109'NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 14 B 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0110 ***********************************************************************
 QK0110  DESIGNATION -  IR 14 C
 QK0110  PID         -  QK0110
 QK0110  STATE/COUNTY-  MI/CHEBOYGAN
 QK0110  USGS QUAD   -  INDIAN RIVER (1986)
 QK0110
 QK0110                         *CURRENT SURVEY CONTROL
 QK0110  ___________________________________________________________________
 QK0110* NAD 83(1986)-  45 26 34.     (N)    084 36 34.     (W)     SCALED    
 QK0110* NAVD 88     -       205.959  (meters)     675.72   (feet)  ADJUSTED  
 QK0110  ___________________________________________________________________
 QK0110  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0110  DYNAMIC HT  -         205.957 (meters)     675.71  (feet)  COMP
 QK0110  MODELED GRAV-     980,604.7   (mgal)                       NAVD 88
 QK0110
 QK0110  VERT ORDER  -  FIRST     CLASS I
 QK0110
 QK0110.The horizontal coordinates were scaled from a topographic map and have
 QK0110.an estimated accuracy of +/- 6 seconds.
 QK0110
 QK0110.The orthometric height was determined by differential leveling
 QK0110.and adjusted by the National Geodetic Survey in June 1991..
 QK0110
 QK0110.The geoid height was determined by GEOID03.
 QK0110
 QK0110.The dynamic height is computed by dividing the NAVD 88
 QK0110.geopotential number by the normal gravity value computed on the
 QK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0110.degrees latitude (g = 980.6199 gals.).
 QK0110
 QK0110.The modeled gravity was interpolated from observed gravity values.
 QK0110
 QK0110;                    North         East    Units  Estimated Accuracy
 QK0110;SPC MI C     -   236,290.    5,981,010.      MT  (+/- 180 meters Scaled)
 QK0110
 QK0110                          SUPERSEDED SURVEY CONTROL
 QK0110
 QK0110.No superseded survey control is available for this station.
 QK0110
 QK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR869349(NAD 83)
 QK0110_MARKER: Z = SEE DESCRIPTION
 QK0110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0110_SP_SET: CULVERT
 QK0110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0110
 QK0110  HISTORY     - Date     Condition        Report By
 QK0110  HISTORY     - 1973     MONUMENTED       USLS
 QK0110  HISTORY     - 1973     GOOD             USLS
 QK0110
 QK0110                          STATION DESCRIPTION
 QK0110
 QK0110'DESCRIBED BY US LAKE SURVEY 1973
 QK0110'2.2 MI N FROM INDIAN RIVER.
 QK0110'IR 14 C IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.2 MILES SOUTH ALONG HWY.
 QK0110'M-27, FROM THE MULLETT TOWNSHIP FIRE HALL 2.2 MILES NORTH FROM
 QK0110'THE HWY. M-27, BRIDGE OVER INDIAN RIVER AT INDIAN RIVER, MICHIGAN,
 QK0110'IN FRONT OF DWELLING AT NO. 1164 STRAITS HWY. HOUSING THE
 QK0110'89TH DISTRICT COURT, 34 FEET WEST CENTERLINE OF HWY. M-27,
 QK0110'(STRAITS HWY.), 16 FEET SOUTH CENTERLINE OF EAGLE NEST RD.,
 QK0110'0.8 FEET WEST OF EAST FACE AND 0.3 FEET NORTH OF SOUTH FACE
 QK0110'OF CONCRETE CULVERT, 1/2-FOOT BELOW ROAD SURFACE, BEING HIGHEST
 QK0110'POINT ON TOP OF A 1/2-INCH DIAMETER BRASS ROD SET INTO THE
 QK0110'TOP OF THE CULVERT NO. 6+40.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0110'IR 14 C 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0112 ***********************************************************************
 QK0112  DESIGNATION -  IR 15
 QK0112  PID         -  QK0112
 QK0112  STATE/COUNTY-  MI/CHEBOYGAN
 QK0112  USGS QUAD   -  INDIAN RIVER (1986)
 QK0112
 QK0112                         *CURRENT SURVEY CONTROL
 QK0112  ___________________________________________________________________
 QK0112* NAD 83(1986)-  45 25 17.     (N)    084 36 33.     (W)     SCALED    
 QK0112* NAVD 88     -       184.735  (meters)     606.08   (feet)  ADJUSTED  
 QK0112  ___________________________________________________________________
 QK0112  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QK0112  DYNAMIC HT  -         184.733 (meters)     606.08  (feet)  COMP
 QK0112  MODELED GRAV-     980,604.2   (mgal)                       NAVD 88
 QK0112
 QK0112  VERT ORDER  -  FIRST     CLASS I
 QK0112
 QK0112.The horizontal coordinates were scaled from a topographic map and have
 QK0112.an estimated accuracy of +/- 6 seconds.
 QK0112
 QK0112.The orthometric height was determined by differential leveling
 QK0112.and adjusted by the National Geodetic Survey in June 1991..
 QK0112
 QK0112.The geoid height was determined by GEOID03.
 QK0112
 QK0112.The dynamic height is computed by dividing the NAVD 88
 QK0112.geopotential number by the normal gravity value computed on the
 QK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0112.degrees latitude (g = 980.6199 gals.).
 QK0112
 QK0112.The modeled gravity was interpolated from observed gravity values.
 QK0112
 QK0112;                    North         East    Units  Estimated Accuracy
 QK0112;SPC MI C     -   233,910.    5,981,020.      MT  (+/- 180 meters Scaled)
 QK0112
 QK0112                          SUPERSEDED SURVEY CONTROL
 QK0112
 QK0112.No superseded survey control is available for this station.
 QK0112
 QK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR870325(NAD 83)
 QK0112_MARKER: Z = SEE DESCRIPTION
 QK0112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0112_SP_SET: STEEL ROD
 QK0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0112
 QK0112  HISTORY     - Date     Condition        Report By
 QK0112  HISTORY     - 1960     MONUMENTED       USLS
 QK0112  HISTORY     - 1973     GOOD             USLS
 QK0112
 QK0112                          STATION DESCRIPTION
 QK0112
 QK0112'DESCRIBED BY US LAKE SURVEY 1973
 QK0112'0.6 MI N FROM INDIAN RIVER.
 QK0112'IR 15 IS IN CHEBOYGAN COUNTY, MICHIGAN, 0.63 MILE NORTH ALONG HWY.
 QK0112'M-27 FROM THE HWY. M-27 BRIDGE OVER THE INDIAN RIVER, AT INDIAN
 QK0112'RIVER, MICHIGAN, 109 FEET EAST CENTERLINE OF HIGHWAY, 98.6 FEET
 QK0112'SOUTHEAST OF UTILITY POLE NO. 1373, 79.4 FEET NORTHWEST OF
 QK0112'UTILITY POLE NO. 615, 62.1 FEET NORTHWEST OF UTILITY POLE NO.
 QK0112'615/1, 55 FEET NORTHEASTERLY OF INTERSECTION OF GRATIOT STREET
 QK0112'AND PENN CENTRAL R.R. TRACKS, 43.7 FEET NORTHWEST OF METAL
 QK0112'I-BEAMPOST OF A RAILROAD CROSSING SIGN, 25.0 FEET EAST OF EAST
 QK0112'RAIL OF TRACKS, 24 FEET WEST OF AN OLD FENCE LINE, 1-FOOT BELOW
 QK0112'THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0112'DIAMETER COPPER-COATED STEEL ROD, 7-1/2-FOOT LONG.  NOTE-- MARK
 QK0112'WAS PREVIOUSLY DESIGNATED IR 15 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0118 ***********************************************************************
 QK0118  DESIGNATION -  IR 16
 QK0118  PID         -  QK0118
 QK0118  STATE/COUNTY-  MI/CHEBOYGAN
 QK0118  USGS QUAD   -  INDIAN RIVER (1986)
 QK0118
 QK0118                         *CURRENT SURVEY CONTROL
 QK0118  ___________________________________________________________________
 QK0118* NAD 83(1986)-  45 24 08.     (N)    084 37 04.     (W)     SCALED    
 QK0118* NAVD 88     -       185.675  (meters)     609.17   (feet)  ADJUSTED  
 QK0118  ___________________________________________________________________
 QK0118  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QK0118  DYNAMIC HT  -         185.674 (meters)     609.17  (feet)  COMP
 QK0118  MODELED GRAV-     980,603.7   (mgal)                       NAVD 88
 QK0118
 QK0118  VERT ORDER  -  FIRST     CLASS I
 QK0118
 QK0118.The horizontal coordinates were scaled from a topographic map and have
 QK0118.an estimated accuracy of +/- 6 seconds.
 QK0118
 QK0118.The orthometric height was determined by differential leveling
 QK0118.and adjusted by the National Geodetic Survey in June 1991..
 QK0118
 QK0118.The geoid height was determined by GEOID03.
 QK0118
 QK0118.The dynamic height is computed by dividing the NAVD 88
 QK0118.geopotential number by the normal gravity value computed on the
 QK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0118.degrees latitude (g = 980.6199 gals.).
 QK0118
 QK0118.The modeled gravity was interpolated from observed gravity values.
 QK0118
 QK0118;                    North         East    Units  Estimated Accuracy
 QK0118;SPC MI C     -   231,780.    5,980,340.      MT  (+/- 180 meters Scaled)
 QK0118
 QK0118                          SUPERSEDED SURVEY CONTROL
 QK0118
 QK0118.No superseded survey control is available for this station.
 QK0118
 QK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR864303(NAD 83)
 QK0118_MARKER: Z = SEE DESCRIPTION
 QK0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0118_SP_SET: WALK
 QK0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0118
 QK0118  HISTORY     - Date     Condition        Report By
 QK0118  HISTORY     - 1960     MONUMENTED       USLS
 QK0118  HISTORY     - 1973     GOOD             USLS
 QK0118
 QK0118                          STATION DESCRIPTION
 QK0118
 QK0118'DESCRIBED BY US LAKE SURVEY 1973
 QK0118'NEAR INDIAN RIVER.
 QK0118'IR 16 IS IN CHEBOYGAN COUNTY, MICHIGAN, NEAR SOUTHERLY CITY LIMITS
 QK0118'OF INDIAN RIVER, MICHIGAN, AT THE NORTHWEST CORNER OF HWYS. M-27
 QK0118'AND M-68 BRIDGE OVER STURGEON RIVER, 16 FEET WEST CENTERLINE
 QK0118'OF HIGHWAY, 0.9 FEET SOUTH OF NORTH END AND 0.9 FEET WEST OF
 QK0118'EAST EDGE OF NARROW CONCRETE WALK ALONG WEST SIDE OF HIGHWAY,
 QK0118'0.6 FEET EAST OF BRIDGE RAILING, BEING HIGHEST POINT OVER CROSS
 QK0118'AT CENTER OF BRONZE DISC SET INTO THE CONCRETE WALK.  NOTE-- MARK
 QK0118'WAS PREVIOUSLY DESIGNATED IR 16 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0160 ***********************************************************************
 QK0160  DESIGNATION -  IR 17
 QK0160  PID         -  QK0160
 QK0160  STATE/COUNTY-  MI/CHEBOYGAN
 QK0160  USGS QUAD   -  BURT LAKE (1986)
 QK0160
 QK0160                         *CURRENT SURVEY CONTROL
 QK0160  ___________________________________________________________________
 QK0160* NAD 83(1986)-  45 23 51.     (N)    084 39 06.     (W)     SCALED    
 QK0160* NAVD 88     -       209.485  (meters)     687.29   (feet)  ADJUSTED  
 QK0160  ___________________________________________________________________
 QK0160  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 QK0160  DYNAMIC HT  -         209.484 (meters)     687.28  (feet)  COMP
 QK0160  MODELED GRAV-     980,607.3   (mgal)                       NAVD 88
 QK0160
 QK0160  VERT ORDER  -  FIRST     CLASS I
 QK0160
 QK0160.The horizontal coordinates were scaled from a topographic map and have
 QK0160.an estimated accuracy of +/- 6 seconds.
 QK0160
 QK0160.The orthometric height was determined by differential leveling
 QK0160.and adjusted by the National Geodetic Survey in June 1991..
 QK0160
 QK0160.The geoid height was determined by GEOID03.
 QK0160
 QK0160.The dynamic height is computed by dividing the NAVD 88
 QK0160.geopotential number by the normal gravity value computed on the
 QK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0160.degrees latitude (g = 980.6199 gals.).
 QK0160
 QK0160.The modeled gravity was interpolated from observed gravity values.
 QK0160
 QK0160;                    North         East    Units  Estimated Accuracy
 QK0160;SPC MI C     -   231,260.    5,977,690.      MT  (+/- 180 meters Scaled)
 QK0160
 QK0160                          SUPERSEDED SURVEY CONTROL
 QK0160
 QK0160.No superseded survey control is available for this station.
 QK0160
 QK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR838297(NAD 83)
 QK0160_MARKER: DD = SURVEY DISK
 QK0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0160_SP_SET: BLOCK DWELLING
 QK0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0160
 QK0160  HISTORY     - Date     Condition        Report By
 QK0160  HISTORY     - 1960     MONUMENTED       USLS
 QK0160  HISTORY     - 1973     GOOD             USLS
 QK0160
 QK0160                          STATION DESCRIPTION
 QK0160
 QK0160'DESCRIBED BY US LAKE SURVEY 1973
 QK0160'NEAR BURT LAKE.
 QK0160'IR 17 IS IN CHEBOYGAN COUNTY, MICHIGAN, NEAR THE SOUTH END OF BURT
 QK0160'LAKE, 1.8 MILES WEST OF THE HWY. M-27 AND M-68 BRIDGE OVER THE
 QK0160'STURGEON RIVER, 1.1 MILES WEST OF THE JUNCTION OF HWY. M-27
 QK0160'AND M-68, JUST EAST OF A GULLEY, ABOUT 200 FEET SOUTH CENTERLINE
 QK0160'OF HWY. M-68, ON WEST FACE OF CONCRETE BLOCK DWELLING NO. 8025
 QK0160'OWNED BY EARL CLOSS, 0.7 FEET NROTH OF SOUTHWEST CORNER, 3-1/2-FEET
 QK0160'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE
 QK0160'DISC SET INTO THE CONCRETE.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0160'IR 17 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0161 ***********************************************************************
 QK0161  DESIGNATION -  IR 18
 QK0161  PID         -  QK0161
 QK0161  STATE/COUNTY-  MI/CHEBOYGAN
 QK0161  USGS QUAD   -  BURT LAKE (1986)
 QK0161
 QK0161                         *CURRENT SURVEY CONTROL
 QK0161  ___________________________________________________________________
 QK0161* NAD 83(1986)-  45 24 15.     (N)    084 40 13.     (W)     SCALED    
 QK0161* NAVD 88     -       199.559  (meters)     654.72   (feet)  ADJUSTED  
 QK0161  ___________________________________________________________________
 QK0161  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QK0161  DYNAMIC HT  -         199.559 (meters)     654.72  (feet)  COMP
 QK0161  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 QK0161
 QK0161  VERT ORDER  -  FIRST     CLASS I
 QK0161
 QK0161.The horizontal coordinates were scaled from a topographic map and have
 QK0161.an estimated accuracy of +/- 6 seconds.
 QK0161
 QK0161.The orthometric height was determined by differential leveling
 QK0161.and adjusted by the National Geodetic Survey in June 1991..
 QK0161
 QK0161.The geoid height was determined by GEOID03.
 QK0161
 QK0161.The dynamic height is computed by dividing the NAVD 88
 QK0161.geopotential number by the normal gravity value computed on the
 QK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0161.degrees latitude (g = 980.6199 gals.).
 QK0161
 QK0161.The modeled gravity was interpolated from observed gravity values.
 QK0161
 QK0161;                    North         East    Units  Estimated Accuracy
 QK0161;SPC MI C     -   232,010.    5,976,230.      MT  (+/- 180 meters Scaled)
 QK0161
 QK0161                          SUPERSEDED SURVEY CONTROL
 QK0161
 QK0161.No superseded survey control is available for this station.
 QK0161
 QK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR823304(NAD 83)
 QK0161_MARKER: Z = SEE DESCRIPTION
 QK0161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0161_SP_SET: STEEL ROD
 QK0161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0161
 QK0161  HISTORY     - Date     Condition        Report By
 QK0161  HISTORY     - 1960     MONUMENTED       USLS
 QK0161  HISTORY     - 1973     GOOD             USLS
 QK0161
 QK0161                          STATION DESCRIPTION
 QK0161
 QK0161'DESCRIBED BY US LAKE SURVEY 1973
 QK0161'NEAR BURT LAKE.
 QK0161'IR 18 IS IN CHEBOYGAN COUNTY, MICHIGAN, AT SOUTHWEST END OF BURT LAKE,
 QK0161'2.3 MILES WEST ALONG HWY. M-68 FROM ITS JUNCTION WITH HWY.
 QK0161'M-27, IN TRIANGLE FORMED BY HWY. M-68, KING RD. AND FISHER
 QK0161'TRAIL, 88.5 FEET SOUTHWEST OF A UTILITY POLE IN NORTHEAST CORNER
 QK0161'OF INTERSECTION OF KING RD. AND FISHER TRAIL, 87 FEET SOUTHEAST
 QK0161'OF INTERSECTION OF HWY. M-68 AND KING RD., 73.3 FEET SOUTH OF
 QK0161'SOUTH FACE OF UTILITY SUPPORT POLE NO. 35/6, 63.6 FEET NORTH
 QK0161'OF NORTH FACE OF UTILITY POLE IN TRIANGLE, 54 FEET SOUTHEAST
 QK0161'OF INTERSECTION OF KING RD. AND FISHER TRAIL, 49.7 FEET NORTHEAST
 QK0161'CENTERLINE OF HWY. M-68, 32 FEET WEST OF CENTERLINE OF FISHER
 QK0161'TRAIL, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT
 QK0161'ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 17-1/2
 QK0161'FEET LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 18 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0162 ***********************************************************************
 QK0162  DESIGNATION -  IR 18 A
 QK0162  PID         -  QK0162
 QK0162  STATE/COUNTY-  MI/CHEBOYGAN
 QK0162  USGS QUAD   -  BURT LAKE (1986)
 QK0162
 QK0162                         *CURRENT SURVEY CONTROL
 QK0162  ___________________________________________________________________
 QK0162* NAD 83(1986)-  45 24 32.     (N)    084 40 23.     (W)     SCALED    
 QK0162* NAVD 88     -       199.627  (meters)     654.94   (feet)  ADJUSTED  
 QK0162  ___________________________________________________________________
 QK0162  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QK0162  DYNAMIC HT  -         199.626 (meters)     654.94  (feet)  COMP
 QK0162  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 QK0162
 QK0162  VERT ORDER  -  FIRST     CLASS I
 QK0162
 QK0162.The horizontal coordinates were scaled from a topographic map and have
 QK0162.an estimated accuracy of +/- 6 seconds.
 QK0162
 QK0162.The orthometric height was determined by differential leveling
 QK0162.and adjusted by the National Geodetic Survey in June 1991..
 QK0162
 QK0162.The geoid height was determined by GEOID03.
 QK0162
 QK0162.The dynamic height is computed by dividing the NAVD 88
 QK0162.geopotential number by the normal gravity value computed on the
 QK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0162.degrees latitude (g = 980.6199 gals.).
 QK0162
 QK0162.The modeled gravity was interpolated from observed gravity values.
 QK0162
 QK0162;                    North         East    Units  Estimated Accuracy
 QK0162;SPC MI C     -   232,540.    5,976,020.      MT  (+/- 180 meters Scaled)
 QK0162
 QK0162                          SUPERSEDED SURVEY CONTROL
 QK0162
 QK0162.No superseded survey control is available for this station.
 QK0162
 QK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR820310(NAD 83)
 QK0162_MARKER: Z = SEE DESCRIPTION
 QK0162_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0162_SP_SET: CULVERT
 QK0162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0162
 QK0162  HISTORY     - Date     Condition        Report By
 QK0162  HISTORY     - 1973     MONUMENTED       USLS
 QK0162  HISTORY     - UNK      GOOD             USLS
 QK0162
 QK0162                          STATION DESCRIPTION
 QK0162
 QK0162'DESCRIBED BY US LAKE SURVEY UNK
 QK0162'6 MI N FROM ALANSON.
 QK0162'IR 18 A IS IN CHEBOYGAN COUNTY, MICHIGAN, SOUTHWEST OF BURT LAKE, 2.6
 QK0162'MILES WEST ALONG HWY. M-68 FROM ITS JUNCTION WITH HWY. M-27,
 QK0162'ABOUT 2.2 MILES SOUTHEAST OF ROTTER RD., 31 FEET NORTHEAST
 QK0162'CENTERLINE OF HWY. M-68, 1.1 FEET SOUTHEAST OF NORTHWEST FACE
 QK0162'AND 0.4 FEET SOUTHWEST OF NORTHEAST FACE OF A 6-FOOT LONG
 QK0162'CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 QK0162'DIAMETER BRASS ROD SET INTO THE TOP OF THE CULVERT.  NOTE-- MARK
 QK0162'WAS PREVIOUSLY DESIGNATED IR 18 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0163 ***********************************************************************
 QK0163  DESIGNATION -  IR 19
 QK0163  PID         -  QK0163
 QK0163  STATE/COUNTY-  MI/CHEBOYGAN
 QK0163  USGS QUAD   -  BURT LAKE (1986)
 QK0163
 QK0163                         *CURRENT SURVEY CONTROL
 QK0163  ___________________________________________________________________
 QK0163* NAD 83(1986)-  45 25 08.     (N)    084 41 20.     (W)     SCALED    
 QK0163* NAVD 88     -       213.921  (meters)     701.84   (feet)  ADJUSTED  
 QK0163  ___________________________________________________________________
 QK0163  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 QK0163  DYNAMIC HT  -         213.921 (meters)     701.84  (feet)  COMP
 QK0163  MODELED GRAV-     980,610.4   (mgal)                       NAVD 88
 QK0163
 QK0163  VERT ORDER  -  FIRST     CLASS I
 QK0163
 QK0163.The horizontal coordinates were scaled from a topographic map and have
 QK0163.an estimated accuracy of +/- 6 seconds.
 QK0163
 QK0163.The orthometric height was determined by differential leveling
 QK0163.and adjusted by the National Geodetic Survey in June 1991..
 QK0163
 QK0163.The geoid height was determined by GEOID03.
 QK0163
 QK0163.The dynamic height is computed by dividing the NAVD 88
 QK0163.geopotential number by the normal gravity value computed on the
 QK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0163.degrees latitude (g = 980.6199 gals.).
 QK0163
 QK0163.The modeled gravity was interpolated from observed gravity values.
 QK0163
 QK0163;                    North         East    Units  Estimated Accuracy
 QK0163;SPC MI C     -   233,650.    5,974,780.      MT  (+/- 180 meters Scaled)
 QK0163
 QK0163                          SUPERSEDED SURVEY CONTROL
 QK0163
 QK0163.No superseded survey control is available for this station.
 QK0163
 QK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR808320(NAD 83)
 QK0163_MARKER: Z = SEE DESCRIPTION
 QK0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0163_SP_SET: STEEL ROD
 QK0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0163
 QK0163  HISTORY     - Date     Condition        Report By
 QK0163  HISTORY     - 1960     MONUMENTED       USLS
 QK0163  HISTORY     - 1973     GOOD             USLS
 QK0163
 QK0163                          STATION DESCRIPTION
 QK0163
 QK0163'DESCRIBED BY US LAKE SURVEY 1973
 QK0163'8 MI N FROM ALANSON.
 QK0163'IR 19 IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.7 MILES WEST AND NORTHWEST
 QK0163'ALONG HWY. M-68 FROM ITS JUNCTION WITH HWY. M-27, 193 FEET
 QK0163'NORTHWEST OF CENTERLINE OF ROGERS RD., 133.3 FEET NORTHWEST OF
 QK0163'A 22-INCH OAK, 83.1 FEET NORTHWEST OF NORTH CORNER OF CULVERT,
 QK0163'43 FEET NORTHEAST OF CENTERLINE OF HWY. M-68, 23.8 FEET SOUTHEAST
 QK0163'OF A 10-INCH OAK, 23 FEET NORTHWEST OF CENTERLINE OF ENTRANCE
 QK0163'DRIVE LEADING TO AL-GON-QUIAN CAMP AT NO. 9928 HWY. M-68, 13.5
 QK0163'FEET WEST OF NORTHWEST GATEPORT, 1/2-FOOT BELOW THE GROUND
 QK0163'SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0163'COPPER-COATED STEEL ROD, 11 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY
 QK0163'DESIGNATED IR 19 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0164 ***********************************************************************
 QK0164  DESIGNATION -  IR 20
 QK0164  PID         -  QK0164
 QK0164  STATE/COUNTY-  MI/CHEBOYGAN
 QK0164  USGS QUAD   -  BURT LAKE (1986)
 QK0164
 QK0164                         *CURRENT SURVEY CONTROL
 QK0164  ___________________________________________________________________
 QK0164* NAD 83(1986)-  45 26 03.     (N)    084 42 02.     (W)     SCALED    
 QK0164* NAVD 88     -       225.828  (meters)     740.90   (feet)  ADJUSTED  
 QK0164  ___________________________________________________________________
 QK0164  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 QK0164  DYNAMIC HT  -         225.828 (meters)     740.90  (feet)  COMP
 QK0164  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 QK0164
 QK0164  VERT ORDER  -  FIRST     CLASS I
 QK0164
 QK0164.The horizontal coordinates were scaled from a topographic map and have
 QK0164.an estimated accuracy of +/- 6 seconds.
 QK0164
 QK0164.The orthometric height was determined by differential leveling
 QK0164.and adjusted by the National Geodetic Survey in June 1991..
 QK0164
 QK0164.The geoid height was determined by GEOID03.
 QK0164
 QK0164.The dynamic height is computed by dividing the NAVD 88
 QK0164.geopotential number by the normal gravity value computed on the
 QK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0164.degrees latitude (g = 980.6199 gals.).
 QK0164
 QK0164.The modeled gravity was interpolated from observed gravity values.
 QK0164
 QK0164;                    North         East    Units  Estimated Accuracy
 QK0164;SPC MI C     -   235,350.    5,973,880.      MT  (+/- 180 meters Scaled)
 QK0164
 QK0164                          SUPERSEDED SURVEY CONTROL
 QK0164
 QK0164.No superseded survey control is available for this station.
 QK0164
 QK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR798337(NAD 83)
 QK0164_MARKER: DD = SURVEY DISK
 QK0164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0164_SP_SET: FOUNDATION
 QK0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0164
 QK0164  HISTORY     - Date     Condition        Report By
 QK0164  HISTORY     - 1960     MONUMENTED       USLS
 QK0164  HISTORY     - 1973     GOOD             USLS
 QK0164
 QK0164                          STATION DESCRIPTION
 QK0164
 QK0164'DESCRIBED BY US LAKE SURVEY 1973
 QK0164'4.3 MI E FROM ALANSON.
 QK0164'IR 20 IS IN CHEBOYGAN COUNTY, MICHIGAN, 5.0 MILES WEST AND NORTHWEST
 QK0164'ALONG HWY. M-68 FROM ITS JUNCTION WITH HWY. M-27, 4.3 MILES
 QK0164'EAST OF THE HWY. M-68 BRIDGE OVER CROOKED RIVER IN ALANSON,
 QK0164'MICHIGAN, 78 FEET SOUTHEAST OF INTERSECTION OF HWY. M-68 AND
 QK0164'MC MICHAEL RD., ON EASTERLY FACE OF AND 1.3 FEET SOUTHEAST OF
 QK0164'NORTHEAST CORNER OF WHITE-SHINGLED FRAME DWELLING OWNED BY
 QK0164'EMERY ROTTER, 1-FOOT ABOVE GROUND, BEING HORIZONTAL LINE OF CROSS
 QK0164'ON BRONZE DISC SET INTO THE MASONRY FOUNDATION.  NOTE-- MARK
 QK0164'WAS PREVIOUSLY DESIGNATED IR 20 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0165 ***********************************************************************
 QK0165  DESIGNATION -  IR 20 A
 QK0165  PID         -  QK0165
 QK0165  STATE/COUNTY-  MI/CHEBOYGAN
 QK0165  USGS QUAD   -  BURT LAKE (1986)
 QK0165
 QK0165                         *CURRENT SURVEY CONTROL
 QK0165  ___________________________________________________________________
 QK0165* NAD 83(1986)-  45 26 28.     (N)    084 42 38.     (W)     SCALED    
 QK0165* NAVD 88     -       213.745  (meters)     701.26   (feet)  ADJUSTED  
 QK0165  ___________________________________________________________________
 QK0165  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 QK0165  DYNAMIC HT  -         213.745 (meters)     701.26  (feet)  COMP
 QK0165  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 QK0165
 QK0165  VERT ORDER  -  FIRST     CLASS I
 QK0165
 QK0165.The horizontal coordinates were scaled from a topographic map and have
 QK0165.an estimated accuracy of +/- 6 seconds.
 QK0165
 QK0165.The orthometric height was determined by differential leveling
 QK0165.and adjusted by the National Geodetic Survey in June 1991..
 QK0165
 QK0165.The geoid height was determined by GEOID03.
 QK0165
 QK0165.The dynamic height is computed by dividing the NAVD 88
 QK0165.geopotential number by the normal gravity value computed on the
 QK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0165.degrees latitude (g = 980.6199 gals.).
 QK0165
 QK0165.The modeled gravity was interpolated from observed gravity values.
 QK0165
 QK0165;                    North         East    Units  Estimated Accuracy
 QK0165;SPC MI C     -   236,130.    5,973,100.      MT  (+/- 180 meters Scaled)
 QK0165
 QK0165                          SUPERSEDED SURVEY CONTROL
 QK0165
 QK0165.No superseded survey control is available for this station.
 QK0165
 QK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR790345(NAD 83)
 QK0165_MARKER: Z = SEE DESCRIPTION
 QK0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0165_SP_SET: CULVERT
 QK0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0165
 QK0165  HISTORY     - Date     Condition        Report By
 QK0165  HISTORY     - 1973     MONUMENTED       USLS
 QK0165  HISTORY     - 1973     GOOD             USLS
 QK0165
 QK0165                          STATION DESCRIPTION
 QK0165
 QK0165'DESCRIBED BY US LAKE SURVEY 1973
 QK0165'3.6 MI E FROM ALANSON.
 QK0165'IR 20 A IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.6 MILES EAST ALONG HWY.
 QK0165'M-68 FROM THE HWY. M-68 BRIDGE OVER THE CROOKED RIVER IN ALANSON,
 QK0165'MICHIGAN, OPPOSITE THE BURT LAKE CHRISTIAN CHURCH, 50 FEET NORTH
 QK0165'OF CENTERLINE OF HWY. M-68, 32 FEET EAST CENTERLINE OF ELLINGER
 QK0165'RD., 19.0 FEET SOUTHEAST OF UTILITY POLE, 0.9 FEET WEST OF EAST
 QK0165'FACE AND 0.4 FEET SOUTH OF NORTH FACE OF CONCRETE CULVERT, BEING
 QK0165'HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BRASS ROD SET INTO
 QK0165'THE TOP OF THE CULVERT.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0165'IR 20 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0166 ***********************************************************************
 QK0166  DESIGNATION -  IR 21
 QK0166  PID         -  QK0166
 QK0166  STATE/COUNTY-  MI/EMMET
 QK0166  USGS QUAD   -  BURT LAKE (1986)
 QK0166
 QK0166                         *CURRENT SURVEY CONTROL
 QK0166  ___________________________________________________________________
 QK0166* NAD 83(1986)-  45 26 30.     (N)    084 43 49.     (W)     SCALED    
 QK0166* NAVD 88     -       211.493  (meters)     693.87   (feet)  ADJUSTED  
 QK0166  ___________________________________________________________________
 QK0166  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0166  DYNAMIC HT  -         211.494 (meters)     693.88  (feet)  COMP
 QK0166  MODELED GRAV-     980,612.8   (mgal)                       NAVD 88
 QK0166
 QK0166  VERT ORDER  -  FIRST     CLASS I
 QK0166
 QK0166.The horizontal coordinates were scaled from a topographic map and have
 QK0166.an estimated accuracy of +/- 6 seconds.
 QK0166
 QK0166.The orthometric height was determined by differential leveling
 QK0166.and adjusted by the National Geodetic Survey in June 1991..
 QK0166
 QK0166.The geoid height was determined by GEOID03.
 QK0166
 QK0166.The dynamic height is computed by dividing the NAVD 88
 QK0166.geopotential number by the normal gravity value computed on the
 QK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0166.degrees latitude (g = 980.6199 gals.).
 QK0166
 QK0166.The modeled gravity was interpolated from observed gravity values.
 QK0166
 QK0166;                    North         East    Units  Estimated Accuracy
 QK0166;SPC MI C     -   236,200.    5,971,550.      MT  (+/- 180 meters Scaled)
 QK0166
 QK0166                          SUPERSEDED SURVEY CONTROL
 QK0166
 QK0166.No superseded survey control is available for this station.
 QK0166
 QK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR775345(NAD 83)
 QK0166_MARKER: Z = SEE DESCRIPTION
 QK0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0166_SP_SET: STEEL ROD
 QK0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0166
 QK0166  HISTORY     - Date     Condition        Report By
 QK0166  HISTORY     - 1960     MONUMENTED       USLS
 QK0166  HISTORY     - 1973     GOOD             USLS
 QK0166
 QK0166                          STATION DESCRIPTION
 QK0166
 QK0166'DESCRIBED BY US LAKE SURVEY 1973
 QK0166'2.7 MI E FROM ALANSON.
 QK0166'IR 21 IS IN EMMET COUNTY, MICHIGAN, 2.7 MILES EAST OF THE HWY. M-68
 QK0166'BRIDGE OVER CROOKED RIVER IN ALANSON, MICHIGAN, ABOUT 230 FEET
 QK0166'WEST CENTERLINE OF MILLER ROAD, (BOUNDARY BETWEEN EMMET AND
 QK0166'CHEBOYGAN COUNTIES), 84 FEET SOUTH OF CENTERLINE OF HWY. M-68,
 QK0166'6.7 FEET SOUTHEASTERLY OF SOUTHWEST TRUNK OF A 5 TRUNKED WILLOW,
 QK0166'NEAR NORTHEAST CORNER OF A WHITE-FRAME DWELLING AT NO. 8952,
 QK0166'3.6 FEET EASTERLY OF NORTHEAST CORNER OF WINDOW BAY, 2.9 FEET
 QK0166'NORTHWEST OF NORTHEAST CORNER AND 2.0 FEET NORTH OF NORTH FACE
 QK0166'OF DWELLING, 1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT
 QK0166'ON TOP OF 5/8-INCH DIAMETER COPPER COATED STEEL ROD, 10 FEET
 QK0166'LONG.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 21 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0167 ***********************************************************************
 QK0167  DESIGNATION -  IR 21 A
 QK0167  PID         -  QK0167
 QK0167  STATE/COUNTY-  MI/EMMET
 QK0167  USGS QUAD   -  BURT LAKE (1986)
 QK0167
 QK0167                         *CURRENT SURVEY CONTROL
 QK0167  ___________________________________________________________________
 QK0167* NAD 83(1986)-  45 26 31.     (N)    084 44 23.     (W)     SCALED    
 QK0167* NAVD 88     -       205.567  (meters)     674.43   (feet)  ADJUSTED  
 QK0167  ___________________________________________________________________
 QK0167  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0167  DYNAMIC HT  -         205.567 (meters)     674.43  (feet)  COMP
 QK0167  MODELED GRAV-     980,612.5   (mgal)                       NAVD 88
 QK0167
 QK0167  VERT ORDER  -  FIRST     CLASS I
 QK0167
 QK0167.The horizontal coordinates were scaled from a topographic map and have
 QK0167.an estimated accuracy of +/- 6 seconds.
 QK0167
 QK0167.The orthometric height was determined by differential leveling
 QK0167.and adjusted by the National Geodetic Survey in June 1991..
 QK0167
 QK0167.The geoid height was determined by GEOID03.
 QK0167
 QK0167.The dynamic height is computed by dividing the NAVD 88
 QK0167.geopotential number by the normal gravity value computed on the
 QK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0167.degrees latitude (g = 980.6199 gals.).
 QK0167
 QK0167.The modeled gravity was interpolated from observed gravity values.
 QK0167
 QK0167;                    North         East    Units  Estimated Accuracy
 QK0167;SPC MI C     -   236,230.    5,970,810.      MT  (+/- 180 meters Scaled)
 QK0167
 QK0167                          SUPERSEDED SURVEY CONTROL
 QK0167
 QK0167.No superseded survey control is available for this station.
 QK0167
 QK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR767345(NAD 83)
 QK0167_MARKER: Z = SEE DESCRIPTION
 QK0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0167_SP_SET: CULVERT
 QK0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0167
 QK0167  HISTORY     - Date     Condition        Report By
 QK0167  HISTORY     - 1973     MONUMENTED       USLS
 QK0167  HISTORY     - 1973     GOOD             USLS
 QK0167
 QK0167                          STATION DESCRIPTION
 QK0167
 QK0167'DESCRIBED BY US LAKE SURVEY 1973
 QK0167'2.2 MI E FROM ALANSON.
 QK0167'IR 21 A IS IN EMMET COUNTY, MICHIGAN, 2.2 MILES EAST ALONG HWY. M-68
 QK0167'FROM HWY. M-68 BRIDGE OVER CROOKED RIVER IN ALANSON, MICHIGAN,
 QK0167'29 FEET EAST OF CENTERLINE OF BARNEY RD., 28 FEET NORTH OF
 QK0167'CENTERLINE OF HWY. M-68, 19.6 FEET SOUTH OF UTILITY POLE NO. 45,
 QK0167'0.6 FEET EAST OF WEST FACE AND 0.4 FEET SOUTH OF NORTH FACE OF
 QK0167'CONCRETE CULVERT, 5-FEET BELOW THE ROAD SURFACE, BEING HIGHEST
 QK0167'POINT ON TOP OF 1/2-INCH DIAMETER BRASS ROD SET INTO THE TOP
 QK0167'OF THE CULVERT.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 21 A
 QK0167'1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0168 ***********************************************************************
 QK0168  DESIGNATION -  IR 22
 QK0168  PID         -  QK0168
 QK0168  STATE/COUNTY-  MI/EMMET
 QK0168  USGS QUAD   -  
 QK0168
 QK0168                         *CURRENT SURVEY CONTROL
 QK0168  ___________________________________________________________________
 QK0168* NAD 83(1986)-  45 26 30.     (N)    084 45 33.     (W)     SCALED    
 QK0168* NAVD 88     -       214.631  (meters)     704.17   (feet)  ADJUSTED  
 QK0168  ___________________________________________________________________
 QK0168  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QK0168  DYNAMIC HT  -         214.632 (meters)     704.17  (feet)  COMP
 QK0168  MODELED GRAV-     980,611.3   (mgal)                       NAVD 88
 QK0168
 QK0168  VERT ORDER  -  FIRST     CLASS I
 QK0168
 QK0168.The horizontal coordinates were scaled from a topographic map and have
 QK0168.an estimated accuracy of +/- 6 seconds.
 QK0168
 QK0168.The orthometric height was determined by differential leveling
 QK0168.and adjusted by the National Geodetic Survey in June 1991..
 QK0168
 QK0168.The geoid height was determined by GEOID03.
 QK0168
 QK0168.The dynamic height is computed by dividing the NAVD 88
 QK0168.geopotential number by the normal gravity value computed on the
 QK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0168.degrees latitude (g = 980.6199 gals.).
 QK0168
 QK0168.The modeled gravity was interpolated from observed gravity values.
 QK0168
 QK0168;                    North         East    Units  Estimated Accuracy
 QK0168;SPC MI C     -   236,210.    5,969,290.      MT  (+/- 180 meters Scaled)
 QK0168
 QK0168                          SUPERSEDED SURVEY CONTROL
 QK0168
 QK0168.No superseded survey control is available for this station.
 QK0168
 QK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR752344(NAD 83)
 QK0168_MARKER: DD = SURVEY DISK
 QK0168_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0168_SP_SET: CONCRETE DWELLING
 QK0168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0168
 QK0168  HISTORY     - Date     Condition        Report By
 QK0168  HISTORY     - 1973     MONUMENTED       USLS
 QK0168  HISTORY     - 1973     GOOD             USLS
 QK0168
 QK0168                          STATION DESCRIPTION
 QK0168
 QK0168'DESCRIBED BY US LAKE SURVEY 1973
 QK0168'1.2 MI E FROM ALANSON.
 QK0168'IR 22 IS IN EMMET COUNTY, MICHIGAN, ABOUT 1.2 MILES EAST ALONG HWY.
 QK0168'M-68 FROM THE HWY. M-68 BRIDGE IN ALANSON, 149 FEET NORTH OF
 QK0168'CENTERLINE OF HIGHWAY, ON EAST FACE OF CONCRETE DWELLING NO.
 QK0168'7531, 0.7 FEET NORTH OF SOUTHEAST CORNER 4-3/4-FEET ABOVE THE
 QK0168'GROUND, BEING HORIZONTAL LINE OF CROSS ON BRONZE DISC SET INTO
 QK0168'THE CONCRETE BLOCK WALL.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0168'IR 22 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0169 ***********************************************************************
 QK0169  DESIGNATION -  IR 23
 QK0169  PID         -  QK0169
 QK0169  STATE/COUNTY-  MI/EMMET
 QK0169  USGS QUAD   -  
 QK0169
 QK0169                         *CURRENT SURVEY CONTROL
 QK0169  ___________________________________________________________________
 QK0169* NAD 83(1986)-  45 26 36.     (N)    084 47 02.     (W)     SCALED    
 QK0169* NAVD 88     -       188.093  (meters)     617.10   (feet)  ADJUSTED  
 QK0169  ___________________________________________________________________
 QK0169  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0169  DYNAMIC HT  -         188.092 (meters)     617.10  (feet)  COMP
 QK0169  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 QK0169
 QK0169  VERT ORDER  -  FIRST     CLASS I
 QK0169
 QK0169.The horizontal coordinates were scaled from a topographic map and have
 QK0169.an estimated accuracy of +/- 6 seconds.
 QK0169
 QK0169.The orthometric height was determined by differential leveling
 QK0169.and adjusted by the National Geodetic Survey in June 1991..
 QK0169
 QK0169.The geoid height was determined by GEOID03.
 QK0169
 QK0169.The dynamic height is computed by dividing the NAVD 88
 QK0169.geopotential number by the normal gravity value computed on the
 QK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0169.degrees latitude (g = 980.6199 gals.).
 QK0169
 QK0169.The modeled gravity was interpolated from observed gravity values.
 QK0169
 QK0169;                    North         East    Units  Estimated Accuracy
 QK0169;SPC MI C     -   236,400.    5,967,360.      MT  (+/- 180 meters Scaled)
 QK0169
 QK0169                          SUPERSEDED SURVEY CONTROL
 QK0169
 QK0169.No superseded survey control is available for this station.
 QK0169
 QK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR733345(NAD 83)
 QK0169_MARKER: DD = SURVEY DISK
 QK0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0169_SP_SET: BRIDGE RAIL
 QK0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0169
 QK0169  HISTORY     - Date     Condition        Report By
 QK0169  HISTORY     - 1960     MONUMENTED       USLS
 QK0169  HISTORY     - 1973     GOOD             USLS
 QK0169
 QK0169                          STATION DESCRIPTION
 QK0169
 QK0169'DESCRIBED BY US LAKE SURVEY 1973
 QK0169'AT ALANSON.
 QK0169'IR 23 IS AT ALANSON, EMMET COUNTY, MICHIGAN, ABOUT 686 FEET EASTERLY
 QK0169'OF INTERSECTION OF HWYS. U.S. 31 AND M-68, 20 FEET NORTHEAST
 QK0169'OF CENTERLINE OF HWY. M-68, AT EASTERLY END AND IN SOUTHEAST
 QK0169'FACE OF CONCRETE BRIDGE RAIL 1.0 FEET NORTHEAST OF SOUTH EDGE
 QK0169'OF RAIL, 4-FEET ABOVE THE GROUND, BEING HORIZONTAL LINE OF
 QK0169'CROSS ON BRONZE DISC SET INTO THE RAIL.  NOTE-- MARK WAS PREVIOUSLY
 QK0169'DESIGNATED IR 23 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0079 ***********************************************************************
 QK0079  DESIGNATION -  IR 24
 QK0079  PID         -  QK0079
 QK0079  STATE/COUNTY-  MI/EMMET
 QK0079  USGS QUAD   -  
 QK0079
 QK0079                         *CURRENT SURVEY CONTROL
 QK0079  ___________________________________________________________________
 QK0079* NAD 83(1986)-  45 25 20.     (N)    084 48 05.     (W)     SCALED    
 QK0079* NAVD 88     -       186.947  (meters)     613.34   (feet)  ADJUSTED  
 QK0079  ___________________________________________________________________
 QK0079  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0079  DYNAMIC HT  -         186.945 (meters)     613.34  (feet)  COMP
 QK0079  MODELED GRAV-     980,605.5   (mgal)                       NAVD 88
 QK0079
 QK0079  VERT ORDER  -  FIRST     CLASS I
 QK0079
 QK0079.The horizontal coordinates were scaled from a topographic map and have
 QK0079.an estimated accuracy of +/- 6 seconds.
 QK0079
 QK0079.The orthometric height was determined by differential leveling
 QK0079.and adjusted by the National Geodetic Survey in June 1991..
 QK0079
 QK0079.The geoid height was determined by GEOID03.
 QK0079
 QK0079.The dynamic height is computed by dividing the NAVD 88
 QK0079.geopotential number by the normal gravity value computed on the
 QK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0079.degrees latitude (g = 980.6199 gals.).
 QK0079
 QK0079.The modeled gravity was interpolated from observed gravity values.
 QK0079
 QK0079;                    North         East    Units  Estimated Accuracy
 QK0079;SPC MI C     -   234,060.    5,965,980.      MT  (+/- 180 meters Scaled)
 QK0079
 QK0079                          SUPERSEDED SURVEY CONTROL
 QK0079
 QK0079.No superseded survey control is available for this station.
 QK0079
 QK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR720322(NAD 83)
 QK0079_MARKER: Z = SEE DESCRIPTION
 QK0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0079_SP_SET: STEEL ROD
 QK0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0079
 QK0079  HISTORY     - Date     Condition        Report By
 QK0079  HISTORY     - 1960     MONUMENTED       USLS
 QK0079  HISTORY     - 1973     GOOD             USLS
 QK0079  HISTORY     - 19960813 GOOD             USPSQD
 QK0079
 QK0079                          STATION DESCRIPTION
 QK0079
 QK0079'DESCRIBED BY US LAKE SURVEY 1973
 QK0079'AT PONSHEWAING.
 QK0079'IR 24 IS AT PONSHEWAING, EMMET COUNTY, MICHIGAN, ABOUT 1.7 MILES
 QK0079'SOUTH ALONG HWY. U.S. 31 FROM THE JUNCTION OF HWYS. U.S. 31 AND
 QK0079'M-68 IN ALANSON, ON SOUTHERLY SIDE OF CURVE IN HWY. U.S. 31,
 QK0079'ABOUT 420 FEET NORTHEAST OF JO LOS GROCERIES, 73 FEET SOUTHEAST
 QK0079'OF CENTERLINE OF HWY. U.S. 31, 33 FEET EAST CENTERLINE OF ROAD
 QK0079'LEADING TO CROOKED LAKE, 1.0 FOOT WEST OF NORTHWEST CORNER OF
 QK0079'EAST 6-FOOT HIGH COBBLESTONE GATE POST, 1/2-FOOT BELOW THE
 QK0079'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH
 QK0079'DIAMETER COPPER-COATED STEEL ROD, 30 FEET LONG.  NOTE-- MARK
 QK0079'WAS PREVIOUSLY DESIGNATED IR 24 1960.
 QK0079
 QK0079                          STATION RECOVERY (1996)
 QK0079
 QK0079'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0085 ***********************************************************************
 QK0085  DESIGNATION -  IR 25
 QK0085  PID         -  QK0085
 QK0085  STATE/COUNTY-  MI/EMMET
 QK0085  USGS QUAD   -  
 QK0085
 QK0085                         *CURRENT SURVEY CONTROL
 QK0085  ___________________________________________________________________
 QK0085* NAD 83(1986)-  45 25 29.     (N)    084 50 45.     (W)     SCALED    
 QK0085* NAVD 88     -       184.835  (meters)     606.41   (feet)  ADJUSTED  
 QK0085  ___________________________________________________________________
 QK0085  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0085  DYNAMIC HT  -         184.833 (meters)     606.41  (feet)  COMP
 QK0085  MODELED GRAV-     980,600.9   (mgal)                       NAVD 88
 QK0085
 QK0085  VERT ORDER  -  FIRST     CLASS I
 QK0085
 QK0085.The horizontal coordinates were scaled from a topographic map and have
 QK0085.an estimated accuracy of +/- 6 seconds.
 QK0085
 QK0085.The orthometric height was determined by differential leveling
 QK0085.and adjusted by the National Geodetic Survey in June 1991..
 QK0085
 QK0085.The geoid height was determined by GEOID03.
 QK0085
 QK0085.The dynamic height is computed by dividing the NAVD 88
 QK0085.geopotential number by the normal gravity value computed on the
 QK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0085.degrees latitude (g = 980.6199 gals.).
 QK0085
 QK0085.The modeled gravity was interpolated from observed gravity values.
 QK0085
 QK0085;                    North         East    Units  Estimated Accuracy
 QK0085;SPC MI C     -   234,360.    5,962,500.      MT  (+/- 180 meters Scaled)
 QK0085
 QK0085                          SUPERSEDED SURVEY CONTROL
 QK0085
 QK0085.No superseded survey control is available for this station.
 QK0085
 QK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR685323(NAD 83)
 QK0085_MARKER: DD = SURVEY DISK
 QK0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0085_SP_SET: BUILDING
 QK0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0085
 QK0085  HISTORY     - Date     Condition        Report By
 QK0085  HISTORY     - 1960     MONUMENTED       USLS
 QK0085  HISTORY     - 1973     GOOD             USLS
 QK0085
 QK0085                          STATION DESCRIPTION
 QK0085
 QK0085'DESCRIBED BY US LAKE SURVEY 1973
 QK0085'1.2 MI NE FROM CONWAY.
 QK0085'IR 25 IS IN EMMET COUNTY, MICHIGAN, 1.2 MILES NORTH AND EAST ALONG
 QK0085'HWY. U.S. 31 FROM ITS JUNCTION WITH WEST CONWAY RD. IN CONWAY, AT
 QK0085'MICHIGAN STATE FISH HATCHERY, ON SOUTH FACE OF THE TWO-STORY
 QK0085'RED BRICK AND STUCCO SUPERVISORS DWELLING, 250 FEET NORTH OF
 QK0085'CENTERLINE OF HWY. U.S. 31, 0.7 FEET WEST OF SOUTHEAST CORNER
 QK0085'OF DWELLING, 4-FEET ABOVE GROUND, BEING HORIZONTAL LINE OF
 QK0085'CROSS ON BRONZE DISC SET INTO THE BRICK WALL.  NOTE-- MARK WAS
 QK0085'PREVIOUSLY DESIGNATED IR 25 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0086 ***********************************************************************
 QK0086  DESIGNATION -  IR 25 A
 QK0086  PID         -  QK0086
 QK0086  STATE/COUNTY-  MI/EMMET
 QK0086  USGS QUAD   -  
 QK0086
 QK0086                         *CURRENT SURVEY CONTROL
 QK0086  ___________________________________________________________________
 QK0086* NAD 83(1986)-  45 25 17.     (N)    084 51 46.     (W)     SCALED    
 QK0086* NAVD 88     -       182.626  (meters)     599.17   (feet)  ADJUSTED  
 QK0086  ___________________________________________________________________
 QK0086  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0086  DYNAMIC HT  -         182.624 (meters)     599.16  (feet)  COMP
 QK0086  MODELED GRAV-     980,600.3   (mgal)                       NAVD 88
 QK0086
 QK0086  VERT ORDER  -  FIRST     CLASS I
 QK0086
 QK0086.The horizontal coordinates were scaled from a topographic map and have
 QK0086.an estimated accuracy of +/- 6 seconds.
 QK0086
 QK0086.The orthometric height was determined by differential leveling
 QK0086.and adjusted by the National Geodetic Survey in June 1991..
 QK0086
 QK0086.The geoid height was determined by GEOID03.
 QK0086
 QK0086.The dynamic height is computed by dividing the NAVD 88
 QK0086.geopotential number by the normal gravity value computed on the
 QK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0086.degrees latitude (g = 980.6199 gals.).
 QK0086
 QK0086.The modeled gravity was interpolated from observed gravity values.
 QK0086
 QK0086;                    North         East    Units  Estimated Accuracy
 QK0086;SPC MI C     -   234,000.    5,961,170.      MT  (+/- 180 meters Scaled)
 QK0086
 QK0086                          SUPERSEDED SURVEY CONTROL
 QK0086
 QK0086.No superseded survey control is available for this station.
 QK0086
 QK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR672319(NAD 83)
 QK0086_MARKER: Z = SEE DESCRIPTION
 QK0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0086_SP_SET: CULVERT
 QK0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0086
 QK0086  HISTORY     - Date     Condition        Report By
 QK0086  HISTORY     - 1973     MONUMENTED       USLS
 QK0086  HISTORY     - 1973     GOOD             USLS
 QK0086
 QK0086                          STATION DESCRIPTION
 QK0086
 QK0086'DESCRIBED BY US LAKE SURVEY 1973
 QK0086'0.9 MI W FROM ODEN.
 QK0086'IR 25 A IS IN EMMET COUNTY, MICHIGAN, 0.9 MILE WEST OF THE MICHIGAN
 QK0086'STATE FISH HATCHERY AT ODEN, 0.3 MILE NORTH OF CONWAY, ALONG HWY.
 QK0086'U.S. 31, BETWEEN THE HIGHWAY AND THE PENN CENTRAL RAILROAD
 QK0086'TRACKS, NORTHEAST OF NORTH CONWAY RD., 26 FEET NORTHWEST
 QK0086'CENTERLINE OF HWY. U.S. 31, 1.2 FEET NORTHEAST OF SOUTHWEST
 QK0086'FACE AND 0.4 FEET SOUTHEAST OF NORTHWEST FACE OF 10-1/2 FOOT
 QK0086'LONG CONCRETE CULVERT, BEING HIGHEST POINT ON TOP OF A 1/2-INCH
 QK0086'DIAMETER BRASS ROD SET INTO THE TOP OF THE CULVERT.  NOTE-- MARK
 QK0086'WAS PREVIOUSLY DESIGNATED IR 25 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0090 ***********************************************************************
 QK0090  DESIGNATION -  IR 26 A
 QK0090  PID         -  QK0090
 QK0090  STATE/COUNTY-  MI/EMMET
 QK0090  USGS QUAD   -  
 QK0090
 QK0090                         *CURRENT SURVEY CONTROL
 QK0090  ___________________________________________________________________
 QK0090* NAD 83(1986)-  45 24 48.     (N)    084 52 18.     (W)     SCALED    
 QK0090* NAVD 88     -       182.490  (meters)     598.72   (feet)  ADJUSTED  
 QK0090  ___________________________________________________________________
 QK0090  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0090  DYNAMIC HT  -         182.488 (meters)     598.71  (feet)  COMP
 QK0090  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 QK0090
 QK0090  VERT ORDER  -  FIRST     CLASS I
 QK0090
 QK0090.The horizontal coordinates were scaled from a topographic map and have
 QK0090.an estimated accuracy of +/- 6 seconds.
 QK0090
 QK0090.The orthometric height was determined by differential leveling
 QK0090.and adjusted by the National Geodetic Survey in June 1991..
 QK0090
 QK0090.The geoid height was determined by GEOID03.
 QK0090
 QK0090.The dynamic height is computed by dividing the NAVD 88
 QK0090.geopotential number by the normal gravity value computed on the
 QK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0090.degrees latitude (g = 980.6199 gals.).
 QK0090
 QK0090.The modeled gravity was interpolated from observed gravity values.
 QK0090
 QK0090;                    North         East    Units  Estimated Accuracy
 QK0090;SPC MI C     -   233,110.    5,960,470.      MT  (+/- 180 meters Scaled)
 QK0090
 QK0090                          SUPERSEDED SURVEY CONTROL
 QK0090
 QK0090.No superseded survey control is available for this station.
 QK0090
 QK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR665310(NAD 83)
 QK0090_MARKER: Z = SEE DESCRIPTION
 QK0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0090_SP_SET: STEEL ROD
 QK0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0090
 QK0090  HISTORY     - Date     Condition        Report By
 QK0090  HISTORY     - 1973     MONUMENTED       USLS
 QK0090  HISTORY     - 1973     GOOD             USLS
 QK0090
 QK0090                          STATION DESCRIPTION
 QK0090
 QK0090'DESCRIBED BY US LAKE SURVEY 1973
 QK0090'0.8 MI NE FROM PETOSKEY.
 QK0090'IR 26 A IS IN EMMET COUNTY, MICHIGAN, 0.8 MILE NORTHEASTERLY ALONG
 QK0090'HWY. U.S. 131 FROM ITS INTERSECTION WITH HWY. U.S. 31, WHICH IS
 QK0090'NORTHEAST OF PETOSKEY, THEN EAST AND NORTHEAST 2.0 MILES ALONG
 QK0090'HIAWATHA RD. TO POWELL RD., 49.9 FEET EAST OF A RAILROAD CROSSING
 QK0090'SIGN ON NORTH SIDE OF ROAD, 48 FEET NORTHEAST OF CENTERLINE OF
 QK0090'POWELL RD., 42 FEET NORTHWEST OF CENTERLINE OF HIAWATHA RD.,
 QK0090'41.3 FEET SOUTHEAST OF SOUTHEAST RAIL OF PENN CENTRAL R.R. TRACKS,
 QK0090'3.3 FEET NORTHWEST OF A TRIANGULAR BLAZE IN UTILITY POLE NO. 1,
 QK0090'1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP
 QK0090'OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 20 FEET LONG.
 QK0090'NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 26 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0091 ***********************************************************************
 QK0091  DESIGNATION -  IR 27 A
 QK0091  PID         -  QK0091
 QK0091  STATE/COUNTY-  MI/EMMET
 QK0091  USGS QUAD   -  
 QK0091
 QK0091                         *CURRENT SURVEY CONTROL
 QK0091  ___________________________________________________________________
 QK0091* NAD 83(1986)-  45 24 20.     (N)    084 52 49.     (W)     SCALED    
 QK0091* NAVD 88     -       183.084  (meters)     600.67   (feet)  ADJUSTED  
 QK0091  ___________________________________________________________________
 QK0091  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0091  DYNAMIC HT  -         183.080 (meters)     600.65  (feet)  COMP
 QK0091  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 QK0091
 QK0091  VERT ORDER  -  FIRST     CLASS I
 QK0091
 QK0091.The horizontal coordinates were scaled from a topographic map and have
 QK0091.an estimated accuracy of +/- 6 seconds.
 QK0091
 QK0091.The orthometric height was determined by differential leveling
 QK0091.and adjusted by the National Geodetic Survey in June 1991..
 QK0091
 QK0091.The geoid height was determined by GEOID03.
 QK0091
 QK0091.The dynamic height is computed by dividing the NAVD 88
 QK0091.geopotential number by the normal gravity value computed on the
 QK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0091.degrees latitude (g = 980.6199 gals.).
 QK0091
 QK0091.The modeled gravity was interpolated from observed gravity values.
 QK0091
 QK0091;                    North         East    Units  Estimated Accuracy
 QK0091;SPC MI C     -   232,250.    5,959,790.      MT  (+/- 180 meters Scaled)
 QK0091
 QK0091                          SUPERSEDED SURVEY CONTROL
 QK0091
 QK0091.No superseded survey control is available for this station.
 QK0091
 QK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR658301(NAD 83)
 QK0091_MARKER: Z = SEE DESCRIPTION
 QK0091_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0091_SP_SET: WALL
 QK0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0091
 QK0091  HISTORY     - Date     Condition        Report By
 QK0091  HISTORY     - 1973     MONUMENTED       USLS
 QK0091  HISTORY     - 1973     GOOD             USLS
 QK0091
 QK0091                          STATION DESCRIPTION
 QK0091
 QK0091'DESCRIBED BY US LAKE SURVEY 1973
 QK0091'0.8 MI NE FROM PETOSKEY.
 QK0091'IR 27 A IS IN EMMET COUNTY, MICHIGAN, 0.8 MILE NORTHEASTERLY ALONG
 QK0091'HWY. U.S. 131 FROM ITS INTERSECTION WITH HWY. U.S. 31, WHICH
 QK0091'IS NORTHEAST OF PETOSKEY, THEN EAST AND NORTHEAST 1.3 MILES
 QK0091'ALONG HIAWATHA RD. TO CREEK LEADING FROM ROUND LAKE, ON NORTH
 QK0091'END OF NORTHWEST CULVERT WING WALL, 10 FEET SOUTHEAST OF
 QK0091'CENTERLINE OF HIAWATHA RD., 0.7 FEET SOUTHWEST OF NORTHEAST
 QK0091'FACE AND 0.3 FEET SOUTHEAST OF NORTHWEST FACE OF CONCRETE WALL,
 QK0091'BEING HIGHEST POINT ON TOP OF A 1/2-INCH DIAMETER BRASS ROD
 QK0091'SET INTO THE TOP OF THE WALL.  NOTE-- MARK WAS PREVIOUSLY
 QK0091'DESIGNATED IR 27 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0092 ***********************************************************************
 QK0092  DESIGNATION -  IR 28 A
 QK0092  PID         -  QK0092
 QK0092  STATE/COUNTY-  MI/EMMET
 QK0092  USGS QUAD   -  
 QK0092
 QK0092                         *CURRENT SURVEY CONTROL
 QK0092  ___________________________________________________________________
 QK0092* NAD 83(1986)-  45 23 50.     (N)    084 54 09.     (W)     SCALED    
 QK0092* NAVD 88     -       185.725  (meters)     609.33   (feet)  ADJUSTED  
 QK0092  ___________________________________________________________________
 QK0092  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0092  DYNAMIC HT  -         185.721 (meters)     609.32  (feet)  COMP
 QK0092  MODELED GRAV-     980,587.5   (mgal)                       NAVD 88
 QK0092
 QK0092  VERT ORDER  -  FIRST     CLASS I
 QK0092
 QK0092.The horizontal coordinates were scaled from a topographic map and have
 QK0092.an estimated accuracy of +/- 6 seconds.
 QK0092
 QK0092.The orthometric height was determined by differential leveling
 QK0092.and adjusted by the National Geodetic Survey in June 1991..
 QK0092
 QK0092.The geoid height was determined by GEOID03.
 QK0092
 QK0092.The dynamic height is computed by dividing the NAVD 88
 QK0092.geopotential number by the normal gravity value computed on the
 QK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0092.degrees latitude (g = 980.6199 gals.).
 QK0092
 QK0092.The modeled gravity was interpolated from observed gravity values.
 QK0092
 QK0092;                    North         East    Units  Estimated Accuracy
 QK0092;SPC MI C     -   231,330.    5,958,050.      MT  (+/- 180 meters Scaled)
 QK0092
 QK0092                          SUPERSEDED SURVEY CONTROL
 QK0092
 QK0092.No superseded survey control is available for this station.
 QK0092
 QK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR641292(NAD 83)
 QK0092_MARKER: Z = SEE DESCRIPTION
 QK0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0092_SP_SET: STEEL ROD
 QK0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0092
 QK0092  HISTORY     - Date     Condition        Report By
 QK0092  HISTORY     - 1973     MONUMENTED       USLS
 QK0092  HISTORY     - 1973     GOOD             USLS
 QK0092
 QK0092                          STATION DESCRIPTION
 QK0092
 QK0092'DESCRIBED BY US LAKE SURVEY 1973
 QK0092'0.7 MI NE FROM PETOSKEY.
 QK0092'IR 28 A IS IN EMMET COUNTY, MICHIGAN, 0.7 MILE NORTHEASTERLY ALONG
 QK0092'HWY. U.S. 131 FROM ITS INTERSECTION WITH HWY. U.S. 31, WHICH
 QK0092'IS NORTHEAST OF PETOSKEY, 104 FEET EASTERLY OF CENTERLINE OF
 QK0092'HWY. M-131, 77.7 FEET EAST OF UTILITY POLE NO. 8109, 4.0 FEET
 QK0092'WEST OF SOUTHWEST CORNER AND IN LINE WITH SOUTH FACE OF THE
 QK0092'COCA COLA CO. OFFICE AND WAREHOUSE, 1/2-FOOT BELOW GROUND
 QK0092'SURFACE, BEING HIGHEST POINT ON TOP OF 5/8-INCH DIAMETER
 QK0092'COPPER-COATED STEEL ROD, 20 FEET LONG.  NOTE-- MARK WAS PREVIOUSLY
 QK0092'DESIGNATED IR 28 A 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0093 ***********************************************************************
 QK0093  DESIGNATION -  IR 29
 QK0093  PID         -  QK0093
 QK0093  STATE/COUNTY-  MI/EMMET
 QK0093  USGS QUAD   -  
 QK0093
 QK0093                         *CURRENT SURVEY CONTROL
 QK0093  ___________________________________________________________________
 QK0093* NAD 83(1986)-  45 23 24.     (N)    084 55 19.     (W)     SCALED    
 QK0093* NAVD 88     -       181.212  (meters)     594.53   (feet)  ADJUSTED  
 QK0093  ___________________________________________________________________
 QK0093  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 QK0093  DYNAMIC HT  -         181.207 (meters)     594.51  (feet)  COMP
 QK0093  MODELED GRAV-     980,587.4   (mgal)                       NAVD 88
 QK0093
 QK0093  VERT ORDER  -  FIRST     CLASS I
 QK0093
 QK0093.The horizontal coordinates were scaled from a topographic map and have
 QK0093.an estimated accuracy of +/- 6 seconds.
 QK0093
 QK0093.The orthometric height was determined by differential leveling
 QK0093.and adjusted by the National Geodetic Survey in June 1991..
 QK0093
 QK0093.The geoid height was determined by GEOID03.
 QK0093
 QK0093.The dynamic height is computed by dividing the NAVD 88
 QK0093.geopotential number by the normal gravity value computed on the
 QK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0093.degrees latitude (g = 980.6199 gals.).
 QK0093
 QK0093.The modeled gravity was interpolated from observed gravity values.
 QK0093
 QK0093;                    North         East    Units  Estimated Accuracy
 QK0093;SPC MI C     -   230,540.    5,956,520.      MT  (+/- 180 meters Scaled)
 QK0093
 QK0093                          SUPERSEDED SURVEY CONTROL
 QK0093
 QK0093.No superseded survey control is available for this station.
 QK0093
 QK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR626283(NAD 83)
 QK0093_MARKER: Z = SEE DESCRIPTION
 QK0093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0093_SP_SET: STEEL ROD
 QK0093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0093
 QK0093  HISTORY     - Date     Condition        Report By
 QK0093  HISTORY     - 1960     MONUMENTED       USLS
 QK0093  HISTORY     - 1973     GOOD             USLS
 QK0093
 QK0093                          STATION DESCRIPTION
 QK0093
 QK0093'DESCRIBED BY US LAKE SURVEY 1973
 QK0093'AT BAY VIEW.
 QK0093'IS AT BAY VIEW, EMMET COUNTY, MICHIGAN, 2.9 MILES NORTHEASTERLY
 QK0093'ALONG HWY. U.S. 31 AND U.S. 131 FROM THE INTERSECTION IN PETOSKEY,
 QK0093'ABOUT 800 FEET NORTH OF INTERSECTION OF HAMPTON RD. AND HWYS.
 QK0093'U.S. 31 AND U.S. 131 TO GRAVEL ROAD, THEN 290 FEET NORTHEAST
 QK0093'OF CENTERLINE OF HAMPTON RD., 123 FEET NORTHWEST OF NORTHWEST
 QK0093'RAIL OF CHESAPEAKE AND OHIO R.R. TRACKS, 66 FEET NORTHWEST OF
 QK0093'CENTERLINE OF GRAVEL ROAD WHICH IS PARALLEL WITH TRACKS, 1.2
 QK0093'FEET SOUTHEAST OF EAST CORNER AND IN LINE WITH NORTHEAST FACE
 QK0093'OF ONE STORY RED BRICK DWELLING OCCUPIED BY WILLIAM COELING,
 QK0093'1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF
 QK0093'A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 8 FEET LONG.
 QK0093'NOTE-- MARK WAS PREVIOUSLY DESIGNATED IR 29 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0010 ***********************************************************************
 QK0010  DESIGNATION -  IR 3
 QK0010  PID         -  QK0010
 QK0010  STATE/COUNTY-  MI/CHEBOYGAN
 QK0010  USGS QUAD   -  AFTON (1986)
 QK0010
 QK0010                         *CURRENT SURVEY CONTROL
 QK0010  ___________________________________________________________________
 QK0010* NAD 83(1986)-  45 36 15.     (N)    084 28 25.     (W)     SCALED    
 QK0010* NAVD 88     -       190.420  (meters)     624.74   (feet)  ADJUSTED  
 QK0010  ___________________________________________________________________
 QK0010  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 QK0010  DYNAMIC HT  -         190.417 (meters)     624.73  (feet)  COMP
 QK0010  MODELED GRAV-     980,597.1   (mgal)                       NAVD 88
 QK0010
 QK0010  VERT ORDER  -  FIRST     CLASS I
 QK0010
 QK0010.The horizontal coordinates were scaled from a topographic map and have
 QK0010.an estimated accuracy of +/- 6 seconds.
 QK0010
 QK0010.The orthometric height was determined by differential leveling
 QK0010.and adjusted by the National Geodetic Survey in June 1991..
 QK0010
 QK0010.The geoid height was determined by GEOID03.
 QK0010
 QK0010.The dynamic height is computed by dividing the NAVD 88
 QK0010.geopotential number by the normal gravity value computed on the
 QK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0010.degrees latitude (g = 980.6199 gals.).
 QK0010
 QK0010.The modeled gravity was interpolated from observed gravity values.
 QK0010
 QK0010;                    North         East    Units  Estimated Accuracy
 QK0010;SPC MI C     -   254,200.    5,991,660.      MT  (+/- 180 meters Scaled)
 QK0010
 QK0010                          SUPERSEDED SURVEY CONTROL
 QK0010
 QK0010.No superseded survey control is available for this station.
 QK0010
 QK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR970531(NAD 83)
 QK0010_MARKER: Z = SEE DESCRIPTION
 QK0010_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0010+WITH SETTING: INTO GROUND
 QK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0010+STABILITY: SURFACE MOTION
 QK0010
 QK0010  HISTORY     - Date     Condition        Report By
 QK0010  HISTORY     - 1960     MONUMENTED       RBNF
 QK0010  HISTORY     - 1973     GOOD             USLS
 QK0010
 QK0010                          STATION DESCRIPTION
 QK0010
 QK0010'DESCRIBED BY US LAKE SURVEY 1973
 QK0010'2.9 MI S FROM CHEBOYGAN.
 QK0010'IR 3 IS IN CHEBOYGAN COUNTY, 2.9 MILES SOUTH ALONG HWYS. M-27 AND
 QK0010'M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN, 0.2 MILES
 QK0010'NORTH OF JUNCTION OF HIGHWAYS M-27 AND M-33, NEAR SOUTHEAST
 QK0010'CORNER OF JUNCTION OF HIGHWAY AND ROAD LEADING EAST TO, ANCHOR
 QK0010'IN MARINA, 53 FEET EAST OF CENTER LINE OF HIGHWAY, 22.1 FEET
 QK0010'SOUTH OF CURB ALONG NORTH SIDE OF THE ROAD, 5.8 FEET EAST-NORTHEAST
 QK0010'OF A FENCE CORNER, 5.1 FEET EAST OF EAST FACE OF UTILITY POLE
 QK0010'NO. 26, 1.7 FEET NORTH OF FENCE, 1/2-FOOT BELOW THE GROUND
 QK0010'SURFACE, BEING HIGHEST POINT OF TOP OF A 5/8-INCH DIAMETER
 QK0010'COPPER-COATED STEEL ROD, 8 FEET LONG.  NOTE-- PREV. DESIG.
 QK0010'IR 3 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0095 ***********************************************************************
 QK0095  DESIGNATION -  IR 30 USLS
 QK0095  PID         -  QK0095
 QK0095  STATE/COUNTY-  MI/EMMET
 QK0095  USGS QUAD   -  
 QK0095
 QK0095                         *CURRENT SURVEY CONTROL
 QK0095  ___________________________________________________________________
 QK0095* NAD 83(1986)-  45 22 55.     (N)    084 56 33.     (W)     SCALED    
 QK0095* NAVD 88     -       186.020  (meters)     610.30   (feet)  ADJUSTED  
 QK0095  ___________________________________________________________________
 QK0095  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 QK0095  DYNAMIC HT  -         186.016 (meters)     610.29  (feet)  COMP
 QK0095  MODELED GRAV-     980,588.7   (mgal)                       NAVD 88
 QK0095
 QK0095  VERT ORDER  -  FIRST     CLASS I
 QK0095
 QK0095.The horizontal coordinates were scaled from a topographic map and have
 QK0095.an estimated accuracy of +/- 6 seconds.
 QK0095
 QK0095.The orthometric height was determined by differential leveling
 QK0095.and adjusted by the National Geodetic Survey in June 1991..
 QK0095
 QK0095.The geoid height was determined by GEOID03.
 QK0095
 QK0095.The dynamic height is computed by dividing the NAVD 88
 QK0095.geopotential number by the normal gravity value computed on the
 QK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0095.degrees latitude (g = 980.6199 gals.).
 QK0095
 QK0095.The modeled gravity was interpolated from observed gravity values.
 QK0095
 QK0095;                    North         East    Units  Estimated Accuracy
 QK0095;SPC MI C     -   229,660.    5,954,900.      MT  (+/- 180 meters Scaled)
 QK0095
 QK0095                          SUPERSEDED SURVEY CONTROL
 QK0095
 QK0095.No superseded survey control is available for this station.
 QK0095
 QK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR610274(NAD 83)
 QK0095_MARKER: DD = SURVEY DISK
 QK0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0095_SP_SET: BUILDING
 QK0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0095
 QK0095  HISTORY     - Date     Condition        Report By
 QK0095  HISTORY     - 1960     MONUMENTED       USLS
 QK0095  HISTORY     - 1973     GOOD             USLS
 QK0095  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0095
 QK0095                          STATION DESCRIPTION
 QK0095
 QK0095'DESCRIBED BY US LAKE SURVEY 1973
 QK0095'AT PETOSKEY.
 QK0095'IR 30 IS AT PETOSKEY, EMMET COUNTY, MICHIGAN, 1.7 MILES NORTHEASTERLY
 QK0095'ALONG HWYS. U.S. 31 AND U.S. 131 FROM THERE INTERSECTION IN
 QK0095'PETOSKEY, 150 FEET SOUTH OF CENTERLINE STUART AVE., 130 FEET
 QK0095'NORTHWEST OF CENTERLINE OF BAY VIEW DRIVE (HWYS. U.S. 31 AND
 QK0095'U.S. 131), 91.4 FEET NORTHEAST OF EXTENDED LINE OF EXTREME
 QK0095'SOUTHWEST FACE AND IN SOUTHEAST FACE OF BUILDING NO. 1200
 QK0095'OCCUPIED BY THE GATELY HOUSEFURNISHING COMPANY, 4-FEET ABOVE
 QK0095'THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE
 QK0095'DISC SET INTO THE WALL.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED
 QK0095'IR 30 1960.
 QK0095
 QK0095                          STATION RECOVERY (1984)
 QK0095
 QK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0095'NOT RECOVERED, THE BUILDING IS NOW PUFFS AND IT HAS BEEN COMPLETELY
 QK0095'SIDED, THE BENCH MARK IS PROBABLY COVERED OVER AND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0009 ***********************************************************************
 QK0009  DESIGNATION -  IR 4
 QK0009  PID         -  QK0009
 QK0009  STATE/COUNTY-  MI/CHEBOYGAN
 QK0009  USGS QUAD   -  AFTON (1986)
 QK0009
 QK0009                         *CURRENT SURVEY CONTROL
 QK0009  ___________________________________________________________________
 QK0009* NAD 83(1986)-  45 36 12.     (N)    084 27 55.     (W)     SCALED    
 QK0009* NAVD 88     -       182.904  (meters)     600.08   (feet)  ADJUSTED  
 QK0009  ___________________________________________________________________
 QK0009  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 QK0009  DYNAMIC HT  -         182.901 (meters)     600.07  (feet)  COMP
 QK0009  MODELED GRAV-     980,596.5   (mgal)                       NAVD 88
 QK0009
 QK0009  VERT ORDER  -  FIRST     CLASS I
 QK0009
 QK0009.The horizontal coordinates were scaled from a topographic map and have
 QK0009.an estimated accuracy of +/- 6 seconds.
 QK0009
 QK0009.The orthometric height was determined by differential leveling
 QK0009.and adjusted by the National Geodetic Survey in June 1991..
 QK0009
 QK0009.The geoid height was determined by GEOID03.
 QK0009
 QK0009.The dynamic height is computed by dividing the NAVD 88
 QK0009.geopotential number by the normal gravity value computed on the
 QK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0009.degrees latitude (g = 980.6199 gals.).
 QK0009
 QK0009.The modeled gravity was interpolated from observed gravity values.
 QK0009
 QK0009;                    North         East    Units  Estimated Accuracy
 QK0009;SPC MI C     -   254,110.    5,992,310.      MT  (+/- 180 meters Scaled)
 QK0009
 QK0009                          SUPERSEDED SURVEY CONTROL
 QK0009
 QK0009.No superseded survey control is available for this station.
 QK0009
 QK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR976531(NAD 83)
 QK0009_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0009_SP_SET: CONCRETE PILLAR
 QK0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0009
 QK0009  HISTORY     - Date     Condition        Report By
 QK0009  HISTORY     - 1960     MONUMENTED       RBNF
 QK0009  HISTORY     - 1973     GOOD             USLS
 QK0009  HISTORY     - 1983     GOOD             NGS
 QK0009
 QK0009                          STATION DESCRIPTION
 QK0009
 QK0009'DESCRIBED BY US LAKE SURVEY 1973
 QK0009'2.9 MI S FROM CHEBOYGAN.
 QK0009'IR 4 IS IN CHEBOYGAN COUNTY, MICHIGAN, 2.9 MILES SOUTH ALONG HWYS.
 QK0009'M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN,
 QK0009'THENCE 0.4 MILE EAST ON GRAVEL ROAD LEADING TO THE, ANCHOR IN
 QK0009'MARINA, ON THE EAST FACE OF THE SOUTH WING OF THE CONCRETE
 QK0009'BLOCK MACHINE SHOP BUILDING, 1.2 FEET NORTH OF SOUTHEAST CORNER
 QK0009'OF THE BUILDING, 4-1/2-FEET ABOVE THE GROUND, BEING HORIZONTAL
 QK0009'LINE OF CROSS ON BRONZE DISC, SET INTO A CONCRETE PILLAR.
 QK0009'NOTE-- PREV. DESIG. I R 4 1960.
 QK0009
 QK0009                          STATION RECOVERY (1983)
 QK0009
 QK0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0008 ***********************************************************************
 QK0008  DESIGNATION -  IR 5
 QK0008  PID         -  QK0008
 QK0008  STATE/COUNTY-  MI/CHEBOYGAN
 QK0008  USGS QUAD   -  AFTON (1986)
 QK0008
 QK0008                         *CURRENT SURVEY CONTROL
 QK0008  ___________________________________________________________________
 QK0008* NAD 83(1986)-  45 35 43.     (N)    084 28 25.     (W)     SCALED    
 QK0008* NAVD 88     -       187.140  (meters)     613.98   (feet)  ADJUSTED  
 QK0008  ___________________________________________________________________
 QK0008  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 QK0008  DYNAMIC HT  -         187.137 (meters)     613.97  (feet)  COMP
 QK0008  MODELED GRAV-     980,596.7   (mgal)                       NAVD 88
 QK0008
 QK0008  VERT ORDER  -  FIRST     CLASS I
 QK0008
 QK0008.The horizontal coordinates were scaled from a topographic map and have
 QK0008.an estimated accuracy of +/- 6 seconds.
 QK0008
 QK0008.The orthometric height was determined by differential leveling
 QK0008.and adjusted by the National Geodetic Survey in June 1991..
 QK0008
 QK0008.The geoid height was determined by GEOID03.
 QK0008
 QK0008.The dynamic height is computed by dividing the NAVD 88
 QK0008.geopotential number by the normal gravity value computed on the
 QK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0008.degrees latitude (g = 980.6199 gals.).
 QK0008
 QK0008.The modeled gravity was interpolated from observed gravity values.
 QK0008
 QK0008;                    North         East    Units  Estimated Accuracy
 QK0008;SPC MI C     -   253,210.    5,991,660.      MT  (+/- 180 meters Scaled)
 QK0008
 QK0008                          SUPERSEDED SURVEY CONTROL
 QK0008
 QK0008.No superseded survey control is available for this station.
 QK0008
 QK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR970521(NAD 83)
 QK0008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0008_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0008_SP_SET: BRIDGE ABUTMENT
 QK0008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0008+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 QK0008
 QK0008  HISTORY     - Date     Condition        Report By
 QK0008  HISTORY     - 1960     MONUMENTED       RBNF
 QK0008  HISTORY     - 1973     GOOD             USLS
 QK0008  HISTORY     - 1983     GOOD             NGS
 QK0008  HISTORY     - 20041004 GOOD             USPSQD
 QK0008
 QK0008                          STATION DESCRIPTION
 QK0008
 QK0008'DESCRIBED BY US LAKE SURVEY 1973
 QK0008'3.2 MI S FROM CHEBOYGAN.
 QK0008'IR 5 IS IN CHEBOYGAN COUNTY, MICHIGAN, 3.2 MILES SOUTHERLY ALONG
 QK0008'HWYS. M-27 AND M-33 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN,
 QK0008'THEN 0.3 MILES SOUTH ALONG M-33 FROM THE JUNCTION OF HWY. M-27
 QK0008'AND HWY. M-33, 22.2 FEET WESTERLY OF CENTER LINE OF HWY. M-33,
 QK0008'9.4 FEET WEST OF EAST FACE OF NORTHWEST ABUTMENT OF BRIDGE OVER
 QK0008'THE CHEBOYGAN RIVER, 0.8 FEET SOUTH OF NORTH FACE AND 0.8 FEET
 QK0008'NORTH OF SOUTH FACE OF ABUTMENT, BEING HIGHEST POINT OVER CROSS
 QK0008'AT CENTER OF BRONZE DISC SET INTO THE CONCRETE ABUTMENT.
 QK0008'NOTE-- PREV. DESIG. IR 5 1960.
 QK0008
 QK0008                          STATION RECOVERY (1983)
 QK0008
 QK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0008'RECOVERED IN GOOD CONDITION.
 QK0008
 QK0008                          STATION RECOVERY (2004)
 QK0008
 QK0008'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0005 ***********************************************************************
 QK0005  DESIGNATION -  IR 7
 QK0005  PID         -  QK0005
 QK0005  STATE/COUNTY-  MI/CHEBOYGAN
 QK0005  USGS QUAD   -  AFTON (1986)
 QK0005
 QK0005                         *CURRENT SURVEY CONTROL
 QK0005  ___________________________________________________________________
 QK0005* NAD 83(1986)-  45 34 50.     (N)    084 29 20.     (W)     SCALED    
 QK0005* NAVD 88     -       183.321  (meters)     601.45   (feet)  ADJUSTED  
 QK0005  ___________________________________________________________________
 QK0005  GEOID HEIGHT-         -35.84  (meters)                     GEOID03
 QK0005  DYNAMIC HT  -         183.319 (meters)     601.44  (feet)  COMP
 QK0005  MODELED GRAV-     980,597.0   (mgal)                       NAVD 88
 QK0005
 QK0005  VERT ORDER  -  FIRST     CLASS I
 QK0005
 QK0005.The horizontal coordinates were scaled from a topographic map and have
 QK0005.an estimated accuracy of +/- 6 seconds.
 QK0005
 QK0005.The orthometric height was determined by differential leveling
 QK0005.and adjusted by the National Geodetic Survey in June 1991..
 QK0005
 QK0005.The geoid height was determined by GEOID03.
 QK0005
 QK0005.The dynamic height is computed by dividing the NAVD 88
 QK0005.geopotential number by the normal gravity value computed on the
 QK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0005.degrees latitude (g = 980.6199 gals.).
 QK0005
 QK0005.The modeled gravity was interpolated from observed gravity values.
 QK0005
 QK0005;                    North         East    Units  Estimated Accuracy
 QK0005;SPC MI C     -   251,580.    5,990,460.      MT  (+/- 180 meters Scaled)
 QK0005
 QK0005                          SUPERSEDED SURVEY CONTROL
 QK0005
 QK0005.No superseded survey control is available for this station.
 QK0005
 QK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR959505(NAD 83)
 QK0005_MARKER: Z = SEE DESCRIPTION
 QK0005_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0005+WITH SETTING: INTO GROUND
 QK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0005+STABILITY: SURFACE MOTION
 QK0005
 QK0005  HISTORY     - Date     Condition        Report By
 QK0005  HISTORY     - UNK      MONUMENTED       RBNF
 QK0005  HISTORY     - 1973     GOOD             USLS
 QK0005  HISTORY     - 1983     GOOD             NGS
 QK0005
 QK0005                          STATION DESCRIPTION
 QK0005
 QK0005'DESCRIBED BY US LAKE SURVEY 1973
 QK0005'4.1 MI S FROM CHEBOYGAN.
 QK0005'IR 7 IS IN CHEBOYGAN COUNTY, MICHIGAN, 4.1 MILES SOUTHERLY ALONG
 QK0005'HWY. M-27 (MAIN ST.) FROM THE POST OFFICE IN CHEBOYGAN TO
 QK0005'INTERSECTION OF HWY. M-27 AND TOWN LINE RD., THEN 0.7 MILE SOUTH
 QK0005'ALONG TOWN LINE RD., 77.2 FEET NORTHEAST OF NORTHEAST CORNER
 QK0005'OF R.L. BRADSTROM TOOL AND MACHINE CO. CONCRETE BLOCK BUILDING
 QK0005'NO. 8315, 31 FEET WEST CENTER LINE OF HIGHWAY, 5.2 FEET SOUTH
 QK0005'OF NORTHEAST FENCE CORNER OF PROPERTY, 5.7 FEET NORTHWEST OF
 QK0005'A UTILITY POLE, 1/2-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 QK0005'POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED STEEL ROD,
 QK0005'48 FEET LONG.  NOTE-- PREV. DESIG. IR 7 1960.
 QK0005
 QK0005                          STATION RECOVERY (1983)
 QK0005
 QK0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0203 ***********************************************************************
 QK0203  DESIGNATION -  IR 8
 QK0203  PID         -  QK0203
 QK0203  STATE/COUNTY-  MI/CHEBOYGAN
 QK0203  USGS QUAD   -  WOLVERINE (1986)
 QK0203
 QK0203                         *CURRENT SURVEY CONTROL
 QK0203  ___________________________________________________________________
 QK0203* NAD 83(1986)-  45 34 33.     (N)    084 30 36.     (W)     SCALED    
 QK0203* NAVD 88     -       195.303  (meters)     640.76   (feet)  ADJUSTED  
 QK0203  ___________________________________________________________________
 QK0203  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 QK0203  DYNAMIC HT  -         195.300 (meters)     640.75  (feet)  COMP
 QK0203  MODELED GRAV-     980,597.7   (mgal)                       NAVD 88
 QK0203
 QK0203  VERT ORDER  -  FIRST     CLASS I
 QK0203
 QK0203.The horizontal coordinates were scaled from a topographic map and have
 QK0203.an estimated accuracy of +/- 6 seconds.
 QK0203
 QK0203.The orthometric height was determined by differential leveling
 QK0203.and adjusted by the National Geodetic Survey in June 1991..
 QK0203
 QK0203.The geoid height was determined by GEOID03.
 QK0203
 QK0203.The dynamic height is computed by dividing the NAVD 88
 QK0203.geopotential number by the normal gravity value computed on the
 QK0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0203.degrees latitude (g = 980.6199 gals.).
 QK0203
 QK0203.The modeled gravity was interpolated from observed gravity values.
 QK0203
 QK0203;                    North         East    Units  Estimated Accuracy
 QK0203;SPC MI C     -   251,050.    5,988,810.      MT  (+/- 180 meters Scaled)
 QK0203
 QK0203                          SUPERSEDED SURVEY CONTROL
 QK0203
 QK0203.No superseded survey control is available for this station.
 QK0203
 QK0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR942499(NAD 83)
 QK0203_MARKER: Z = SEE DESCRIPTION
 QK0203_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0203+WITH SETTING: INTO GROUND
 QK0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0203+STABILITY: SURFACE MOTION
 QK0203
 QK0203  HISTORY     - Date     Condition        Report By
 QK0203  HISTORY     - 1960     MONUMENTED       USLS
 QK0203  HISTORY     - 1973     GOOD             USLS
 QK0203  HISTORY     - 20040715 MARK NOT FOUND   GEOCAC
 QK0203
 QK0203                          STATION DESCRIPTION
 QK0203
 QK0203'DESCRIBED BY US LAKE SURVEY 1973
 QK0203'5.3 MI S FROM CHEBOYGAN.
 QK0203'IR 8 IS IN CHEBOYGAN COUNTY, MICHIGAN, 5.3 MILES SOUTHERLY ALONG M-27,
 QK0203'(MAIN ST.) FROM POST OFFICE IN CHEBOYGAN, THEN 0.4 MILE SOUTH
 QK0203'ALONG MULLETT LAKE RD., 165 FEET SOUTH OF SAND RD., 165 FEET
 QK0203'NORTHWEST OF INTERSECTION OF NORTHWEST RAIL OF PENN CENTRAL
 QK0203'RAILROAD TRACKS AND CENTER LINE OF MULLETT LAKE RD., 42 FEET
 QK0203'WEST CENTER LINE OF MULLETT LAKE RD., 35.6 FEET NORTH OF NORTH
 QK0203'FACE OF UTILITY POLE NO. 36-23, 3.1 FEET EAST OF NORTHEAST
 QK0203'CORNER OF CONCRETE BLOCK DWELLING NO. 7943, 1/2-FOOT BELOW THE
 QK0203'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 QK0203'COPPER-COATED STEEL ROD, 25 FEET LONG.  NOTE-- PREV. DESIG.
 QK0203'IR 8 1960.
 QK0203
 QK0203                          STATION RECOVERY (2004)
 QK0203
 QK0203'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 QK0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0204 ***********************************************************************
 QK0204  DESIGNATION -  IR 9
 QK0204  PID         -  QK0204
 QK0204  STATE/COUNTY-  MI/CHEBOYGAN
 QK0204  USGS QUAD   -  WOLVERINE (1986)
 QK0204
 QK0204                         *CURRENT SURVEY CONTROL
 QK0204  ___________________________________________________________________
 QK0204* NAD 83(1986)-  45 34 06.     (N)    084 30 33.     (W)     SCALED    
 QK0204* NAVD 88     -       181.972  (meters)     597.02   (feet)  ADJUSTED  
 QK0204  ___________________________________________________________________
 QK0204  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 QK0204  DYNAMIC HT  -         181.969 (meters)     597.01  (feet)  COMP
 QK0204  MODELED GRAV-     980,597.5   (mgal)                       NAVD 88
 QK0204
 QK0204  VERT ORDER  -  FIRST     CLASS I
 QK0204
 QK0204.The horizontal coordinates were scaled from a topographic map and have
 QK0204.an estimated accuracy of +/- 6 seconds.
 QK0204
 QK0204.The orthometric height was determined by differential leveling
 QK0204.and adjusted by the National Geodetic Survey in June 1991..
 QK0204
 QK0204.The geoid height was determined by GEOID03.
 QK0204
 QK0204.The dynamic height is computed by dividing the NAVD 88
 QK0204.geopotential number by the normal gravity value computed on the
 QK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0204.degrees latitude (g = 980.6199 gals.).
 QK0204
 QK0204.The modeled gravity was interpolated from observed gravity values.
 QK0204
 QK0204;                    North         East    Units  Estimated Accuracy
 QK0204;SPC MI C     -   250,220.    5,988,880.      MT  (+/- 180 meters Scaled)
 QK0204
 QK0204                          SUPERSEDED SURVEY CONTROL
 QK0204
 QK0204.No superseded survey control is available for this station.
 QK0204
 QK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR943491(NAD 83)
 QK0204_MARKER: Z = SEE DESCRIPTION
 QK0204_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 QK0204+WITH SETTING: INTO GROUND
 QK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0204+STABILITY: SURFACE MOTION
 QK0204
 QK0204  HISTORY     - Date     Condition        Report By
 QK0204  HISTORY     - 1960     MONUMENTED       USLS
 QK0204  HISTORY     - 1973     GOOD             USLS
 QK0204  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0204  HISTORY     - 20040715 MARK NOT FOUND   GEOCAC
 QK0204
 QK0204                          STATION DESCRIPTION
 QK0204
 QK0204'DESCRIBED BY US LAKE SURVEY 1973
 QK0204'5.3 MI S FROM CHEBOYGAN.
 QK0204'IR 9 IS AT NORTH END OF MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN,
 QK0204'5.3 MILES SOUTHERLY ALONG M-27 (MAIN ST.) FROM POST OFFICE IN
 QK0204'CHEBOYGAN, THEN 0.82 MILE SOUTH ALONG MULLETT LAKE RD. TO
 QK0204'PROPERTY OF HOBARTS MARINE SALES AND SERVICE, 201 FEET EAST
 QK0204'CENTER LINE OF MULLETT LAKE RD., 79.5 FEET EAST OF SOUTHEAST
 QK0204'CORNER OF BROWN FRAME DWELLING, 75 FEET SOUTH OF CENTER LINE OF
 QK0204'DRIVEWAY, 3.1 FEET NORTH OF NORTHWEST CORNER OF MAIN BUILDING,
 QK0204'1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0204'5/8-INCH COPPER COATED STEEL ROD, 52 FEET LONG.  NOTE-- PREV.
 QK0204'DESIG. IR 9 1960.
 QK0204
 QK0204                          STATION RECOVERY (2001)
 QK0204
 QK0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0204
 QK0204                          STATION RECOVERY (2004)
 QK0204
 QK0204'RECOVERY NOTE BY GEOCACHING 2004 (RLW)
 QK0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1088 ***********************************************************************
 RJ1088  DESIGNATION -  IR USLS
 RJ1088  PID         -  RJ1088
 RJ1088  STATE/COUNTY-  MI/CHIPPEWA
 RJ1088  USGS QUAD   -  BRIMLEY (1975)
 RJ1088
 RJ1088                         *CURRENT SURVEY CONTROL
 RJ1088  ___________________________________________________________________
 RJ1088* NAD 83(1994)-  46 26 38.15167(N)    084 35 24.97975(W)     ADJUSTED  
 RJ1088* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 RJ1088  ___________________________________________________________________
 RJ1088  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RJ1088  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 RJ1088
 RJ1088  HORZ ORDER  -  THIRD
 RJ1088
 RJ1088.The horizontal coordinates were established by classical geodetic methods
 RJ1088.and adjusted by the National Geodetic Survey in February 1997..
 RJ1088
 RJ1088.The orthometric height was scaled from a topographic map.
 RJ1088
 RJ1088.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1088
 RJ1088.The geoid height was determined by GEOID03.
 RJ1088
 RJ1088;                    North         East     Units Scale Factor Converg.
 RJ1088;SPC MI N     -   187,380.056 8,185,121.215   MT  0.99990666   +1 44 30.2
 RJ1088;SPC MI N     -   614,763.96 26,854,072.23   iFT  0.99990666   +1 44 30.2
 RJ1088;SPC MI C     -   347,567.659 5,982,813.422   MT  1.00025766   -0 09 28.6
 RJ1088;SPC MI C     - 1,140,313.84 19,628,652.96   iFT  1.00025766   -0 09 28.6
 RJ1088;UTM  16      - 5,146,194.716   685,090.265   MT  1.00002112   +1 44 48.6
 RJ1088
 RJ1088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1088!SPC MI N     -   0.99997717  x   0.99990666  =   0.99988384
 RJ1088!SPC MI C     -   0.99997717  x   1.00025766  =   1.00023483
 RJ1088!UTM  16      -   0.99997717  x   1.00002112  =   0.99999829
 RJ1088
 RJ1088:                Primary Azimuth Mark                     Grid Az
 RJ1088:SPC MI N     -  SOUTH GROS CAP USLS 1893                 358 52 53.8
 RJ1088:SPC MI C     -  SOUTH GROS CAP USLS 1893                 000 46 52.6
 RJ1088:UTM  16      -  SOUTH GROS CAP USLS 1893                 358 52 35.4
 RJ1088
 RJ1088|---------------------------------------------------------------------|
 RJ1088| PID    Reference Object                     Distance      Geod. Az  |
 RJ1088|                                                           dddmmss.s |
 RJ1088| RJ1131 SOUTH GROS CAP USLS 1893            APPROX.10.0 KM 0003724.0 |
 RJ1088|---------------------------------------------------------------------|
 RJ1088
 RJ1088                          SUPERSEDED SURVEY CONTROL
 RJ1088
 RJ1088  NAD 83(1986)-  46 26 38.12899(N)    084 35 24.98758(W) AD(       ) 3
 RJ1088  NAD 27      -  46 26 38.06600(N)    084 35 24.80000(W) AD(       ) 3
 RJ1088
 RJ1088.Superseded values are not recommended for survey control.
 RJ1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1088.See file dsdata.txt to determine how the superseded data were derived.
 RJ1088
 RJ1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8509046195(NAD 83)
 RJ1088_MARKER: Z = SEE DESCRIPTION
 RJ1088_SETTING: 0 = UNSPECIFIED SETTING
 RJ1088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1088
 RJ1088  HISTORY     - Date     Condition        Report By
 RJ1088  HISTORY     - 1895     MONUMENTED       USLS
 RJ1088  HISTORY     - 1968     GOOD             USE
 RJ1088
 RJ1088                          STATION DESCRIPTION
 RJ1088
 RJ1088'DESCRIBED BY US LAKE SURVEY 1895
 RJ1088'IN T 47 N, R 2 W, ON SOUTHWEST SHORE OF WHITEFISH BAY, 3-1/2
 RJ1088'MILES SE OF POINT IROQUOIS, AND OPPOSITE THE N END OF WAISKA BAY.
 RJ1088'ABOUT 3/8 MILE SE OF ROAD JUNCTION AT MISSION AND ABOUT 500 FEET
 RJ1088'NE OF ROAD WHICH LEADS TO BAY MILLS.  STATION IS ON SAND DUNE,
 RJ1088'ABOUT 40 FEET BACK FROM SHORE AND 5 FEET ABOVE THE WATER.
 RJ1088'
 RJ1088'SURFACE MARK IS A TRIPOD MADE OF 6-INCH POSTS SET OVER A CEDAR POST
 RJ1088'6 INCHES IN DIAMETER WITH A NAIL CENTER MARK.  THE TRIPOD STANDS
 RJ1088'ABOUT 30 INCHES ABOVE THE SURFACE OF THE SAND.  UNDERGROUND MARK
 RJ1088'WAS NOT UNCOVERED.
 RJ1088'
 RJ1088'STATION I (U S L S) 1893 IS APPROXIMATELY 38 FEET DISTANT,
 RJ1088'N 35 DEG 20 MIN E.  THIS STATION IS PROBABLY LOST.
 RJ1088
 RJ1088                          STATION RECOVERY (1968)
 RJ1088
 RJ1088'RECOVERY NOTE BY US ENGINEERS 1968
 RJ1088'RECOVERED IN GOOD CONDITION.  DATE OF ESTABLISHMENT IS A GUESS.
 RJ1088'ACTUAL DATE NOT KNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1095 ***********************************************************************
 RJ1095  DESIGNATION -  IR USLS 2
 RJ1095  PID         -  RJ1095
 RJ1095  STATE/COUNTY-  MI/CHIPPEWA
 RJ1095  USGS QUAD   -  BRIMLEY (1975)
 RJ1095
 RJ1095                         *CURRENT SURVEY CONTROL
 RJ1095  ___________________________________________________________________
 RJ1095* NAD 83(1994)-  46 26 38.14977(N)    084 35 24.97464(W)     ADJUSTED  
 RJ1095* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 RJ1095  ___________________________________________________________________
 RJ1095  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RJ1095  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 RJ1095
 RJ1095  HORZ ORDER  -  THIRD
 RJ1095
 RJ1095.The horizontal coordinates were established by classical geodetic methods
 RJ1095.and adjusted by the National Geodetic Survey in February 1997..
 RJ1095
 RJ1095.The orthometric height was scaled from a topographic map.
 RJ1095
 RJ1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1095
 RJ1095.The geoid height was determined by GEOID03.
 RJ1095
 RJ1095;                    North         East     Units Scale Factor Converg.
 RJ1095;SPC MI N     -   187,380.001 8,185,121.326   MT  0.99990666   +1 44 30.2
 RJ1095;SPC MI N     -   614,763.78 26,854,072.59   iFT  0.99990666   +1 44 30.2
 RJ1095;UTM  16      - 5,146,194.660   685,090.376   MT  1.00002112   +1 44 48.6
 RJ1095
 RJ1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1095!SPC MI N     -   0.99997733  x   0.99990666  =   0.99988399
 RJ1095!UTM  16      -   0.99997733  x   1.00002112  =   0.99999845
 RJ1095
 RJ1095:                Primary Azimuth Mark                     Grid Az
 RJ1095:SPC MI N     -  POINTE AUX PINS LIGHT                    074 15 09.8
 RJ1095:UTM  16      -  POINTE AUX PINS LIGHT                    074 14 51.4
 RJ1095
 RJ1095|---------------------------------------------------------------------|
 RJ1095| PID    Reference Object                     Distance      Geod. Az  |
 RJ1095|                                                           dddmmss.s |
 RJ1095| RJ1082 POINTE AUX PINS LIGHT               APPROX. 9.3 KM 0755940.0 |
 RJ1095| RJ1079 SAULT STE MARIE RADAR SCREEN        APPROX.15.6 KM 0844847.0 |
 RJ1095| RJ0252 BIRCH POINT                         APPROX. 5.3 KM 1022321.5 |
 RJ1095| RJ1135 GROS CAP REEFS LIGHT                APPROX. 7.8 KM 3454754.3 |
 RJ1095|---------------------------------------------------------------------|
 RJ1095
 RJ1095                          SUPERSEDED SURVEY CONTROL
 RJ1095
 RJ1095  NAD 83(1986)-  46 26 38.12708(N)    084 35 24.97770(W) AD(       ) 3
 RJ1095  NAD 27      -  46 26 38.06402(N)    084 35 24.79627(W) AD(       ) 3
 RJ1095
 RJ1095.Superseded values are not recommended for survey control.
 RJ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1095.See file dsdata.txt to determine how the superseded data were derived.
 RJ1095
 RJ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8509046195(NAD 83)
 RJ1095_MARKER: DD = SURVEY DISK
 RJ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 RJ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1095+STABILITY: SURFACE MOTION
 RJ1095
 RJ1095  HISTORY     - Date     Condition        Report By
 RJ1095  HISTORY     - 1981     MONUMENTED       NOS
 RJ1095
 RJ1095                          STATION DESCRIPTION
 RJ1095
 RJ1095'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1095'THE STATION IS LOCATED ON THE SOUTHWEST SHORE OF WHITEFISH BAY
 RJ1095'OPPOSITE THE NORTH END OF WAISKA BAY.
 RJ1095'
 RJ1095'TO REACH THE STATION FROM THE JUNCTION OF MISSION AND THE ROAD
 RJ1095'TO BAY MILLS POINT, TRAVEL SOUTHEAST ON THE BAY MILLS POINT
 RJ1095'ROAD FOR 0.9 KILOMETER(0.5 MILE) TO A CURVE NEAR THE SHORELINE.
 RJ1095'FOLLOW THE SHORELINE , NORTH FOR 150 METERS(500 FEET) TO THE
 RJ1095'AREA OF THE STATION.
 RJ1095'
 RJ1095'THE STATION IS A STANDARD NOS DISK
 RJ1095'STAMPED---IR USLS 2---,
 RJ1095'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 RJ1095'FLUSH WITH GROUND.
 RJ1095'
 RJ1095'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.58 METERS.
 RJ1095'4
 RJ1095'THE STATION WAS SET TO REPLACE STATION IR USLS WHICH WAS
 RJ1095'DESTROYED.  A 3 METER TRIPOD WAS FOUND OVER THE AREA OF
 RJ1095'STATION IR USLS BUT NO EVIDENCE OF THE STATION OR UNDERGROUND
 RJ1095'STATION COULD BE FOUND.  STATION IR USLS 2 WAS SET DIRECTLY
 RJ1095'UNDER THE 3 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0572 ***********************************************************************
 RK0572  DESIGNATION -  IRON
 RK0572  PID         -  RK0572
 RK0572  STATE/COUNTY-  MI/MARQUETTE
 RK0572  USGS QUAD   -  REPUBLIC (1975)
 RK0572
 RK0572                         *CURRENT SURVEY CONTROL
 RK0572  ___________________________________________________________________
 RK0572* NAD 83(1994)-  46 23 32.63728(N)    087 58 37.79466(W)     ADJUSTED  
 RK0572* NAVD 88     -       509.     (meters)    1670.     (feet)  SCALED    
 RK0572  ___________________________________________________________________
 RK0572  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 RK0572  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 RK0572
 RK0572  HORZ ORDER  -  FIRST
 RK0572
 RK0572.The horizontal coordinates were established by classical geodetic methods
 RK0572.and adjusted by the National Geodetic Survey in February 1997..
 RK0572
 RK0572.The orthometric height was scaled from a topographic map.
 RK0572
 RK0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0572
 RK0572.The geoid height was determined by GEOID03.
 RK0572
 RK0572;                    North         East     Units Scale Factor Converg.
 RK0572;SPC MI N     -   179,301.580 7,924,851.504   MT  0.99990458   -0 42 22.6
 RK0572;SPC MI N     -   588,259.78 26,000,168.98   iFT  0.99990458   -0 42 22.6
 RK0572;UTM  16      - 5,138,111.138   424,872.664   MT  0.99966938   -0 42 27.3
 RK0572
 RK0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0572!SPC MI N     -   0.99992543  x   0.99990458  =   0.99983002
 RK0572!UTM  16      -   0.99992543  x   0.99966938  =   0.99959483
 RK0572
 RK0572:                Primary Azimuth Mark                     Grid Az
 RK0572:SPC MI N     -  REPUBLIC IRON CO MINE TANK               049 24 15.6
 RK0572:UTM  16      -  REPUBLIC IRON CO MINE TANK               049 24 20.3
 RK0572
 RK0572|---------------------------------------------------------------------|
 RK0572| PID    Reference Object                     Distance      Geod. Az  |
 RK0572|                                                           dddmmss.s |
 RK0572| RK0571 REPUBLIC IRON CO MINE TANK          APPROX. 0.6 KM 0484153.0 |
 RK0572| CJ3123 IRON RM 1                             6.045 METERS 04905     |
 RK0572| CJ3124 IRON RM 2                             4.905 METERS 18411     |
 RK0572| CJ3122 IRON AZ MK                                         3035909.4 |
 RK0572|---------------------------------------------------------------------|
 RK0572
 RK0572                          SUPERSEDED SURVEY CONTROL
 RK0572
 RK0572  NAD 83(1986)-  46 23 32.63180(N)    087 58 37.78842(W) AD(       ) 1
 RK0572  NAD 27      -  46 23 32.84800(N)    087 58 37.30200(W) AD(       ) 1
 RK0572
 RK0572.Superseded values are not recommended for survey control.
 RK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0572.See file dsdata.txt to determine how the superseded data were derived.
 RK0572
 RK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2487338111(NAD 83)
 RK0572_MARKER: DS = TRIANGULATION STATION DISK
 RK0572_SETTING: 66 = SET IN ROCK OUTCROP
 RK0572
 RK0572  HISTORY     - Date     Condition        Report By
 RK0572  HISTORY     - 1955     MONUMENTED       CGS
 RK0572
 RK0572                          STATION DESCRIPTION
 RK0572
 RK0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0572'THE STATION IS LOCATED ABOUT 1 MILE SOUTH OF REPUBLIC AND 0.2 MILE
 RK0572'SOUTHWEST OF THE CLEVELAND CLIFFS MINE BUILDINGS ON TOP OF A ROCKY
 RK0572'KNOLL NEAR THE BOUNDARY OF SECTION 7 AND 18, T.46N., R.29W.
 RK0572'
 RK0572'TO REACH THE STATION FROM THE RAILROAD STATION IN REPUBLIC, GO
 RK0572'SOUTHERLY ON STATE HIGHWAY 95 FOR 1.1 MILES TO A GRAVEL ROAD LEFT.
 RK0572'TURN LEFT, GO NORTHEASTERLY 0.3 MILE TO A TRACK ROAD LEFT ON SOUTH
 RK0572'CREST OF HILL.  TURN LEFT, GO WESTERLY ABOUT 150 FEET TO A TRACK
 RK0572'ROAD RIGHT.  TURN RIGHT, GO NORTHERLY 0.1 MILE TO BASE OF KNOLL AND
 RK0572'STATION NEAR HIGHEST POINT OF KNOLL.
 RK0572'
 RK0572'THE STATION MARK, A STANDARD DISK STAMPED IRON 1955 IS CEMENTED IN A
 RK0572'DRILL HOLE IN BEDROCK APPROXIMATELY 150 FEET SOUTHEAST OF WHERE ONE
 RK0572'POWER LINE CROSSES ANOTHER AND 20 FEET SOUTHWEST OF THE HIGHEST
 RK0572'POINT OF THE KNOLL.
 RK0572'
 RK0572'REFERENCE MARK 1, A STANDARD DISK STAMPED IRON NO 1 1955 IS CEMENTED
 RK0572'IN A DRILL HOLE IN BEDROCK AT APPROXIMATELY THE SAME ELEVATION AS
 RK0572'THE STATION MARK.
 RK0572'
 RK0572'REFERENCE MARK 2, A STANDARD DISK STAMPED IRON NO 2 1955 IS CEMENTED
 RK0572'IN A DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF THE KNOLL
 RK0572'APPROXIMATELY 18 INCHES HIGHER THAN THE STATION MARK.
 RK0572'
 RK0572'THE AZIMUTH MARK, A STANDARD DISK STAMPED IRON 1955 IS CEMENTED IN A
 RK0572'DRILL HOLE IN BEDROCK ON THE HIGHEST POINT OF AN ISOLATED MOUND OF
 RK0572'BEDROCK 100 YARDS SOUTH OF THE SOUTH SHORE OF A LAKE.
 RK0572'
 RK0572'TO REACH THE AZIMUTH MARK FROM THE RAILROAD STATION IN REPUBLIC, GO
 RK0572'SOUTHERLY ON STATE HIGHWAY 95 FOR 0.55 MILE TO A GRAVEL ROAD RIGHT.
 RK0572'TURN RIGHT, GO WESTERLY 0.25 MILE TO MOUND OF BEDROCK ON LEFT AND
 RK0572'AZIMUTH MARK ON HIGHEST POINT OF MOUND.
 RK0572'
 RK0572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8081 ***********************************************************************
 AA8081  CBN         -  This is a Cooperative Base Network Control Station.
 AA8081  DESIGNATION -  IRON
 AA8081  PID         -  AA8081
 AA8081  STATE/COUNTY-  MI/IRON
 AA8081  USGS QUAD   -  CRYSTAL FALLS (1944)
 AA8081
 AA8081                         *CURRENT SURVEY CONTROL
 AA8081  ___________________________________________________________________
 AA8081* NAD 83(1994)-  46 05 58.06298(N)    088 21 22.31874(W)     ADJUSTED  
 AA8081* NAVD 88     -       455.2    (meters)    1493.     (feet)  GPS OBS   
 AA8081  ___________________________________________________________________
 AA8081  X           -     127,096.815 (meters)                     COMP
 AA8081  Y           -  -4,428,830.444 (meters)                     COMP
 AA8081  Z           -   4,573,224.756 (meters)                     COMP
 AA8081  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 AA8081  ELLIP HEIGHT-         422.43  (meters)          (06/11/02) GPS OBS
 AA8081  GEOID HEIGHT-         -32.74  (meters)                     GEOID03
 AA8081
 AA8081  HORZ ORDER  -  B
 AA8081  ELLP ORDER  -  FOURTH    CLASS I
 AA8081
 AA8081.The horizontal coordinates were established by GPS observations
 AA8081.and adjusted by the National Geodetic Survey in September 1995..
 AA8081
 AA8081.The orthometric height was determined by GPS observations and a
 AA8081.high-resolution geoid model.
 AA8081
 AA8081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8081
 AA8081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8081
 AA8081.The ellipsoidal height was determined by GPS observations
 AA8081.and is referenced to NAD 83.
 AA8081
 AA8081.The geoid height was determined by GEOID03.
 AA8081
 AA8081;                    North         East     Units Scale Factor Converg.
 AA8081;SPC MI N     -   147,176.702 7,895,147.453   MT  0.99990807   -0 58 48.9
 AA8081;SPC MI N     -   482,863.20 25,902,714.74   iFT  0.99990807   -0 58 48.9
 AA8081;UTM  16      - 5,105,992.490   395,175.006   MT  0.99973508   -0 58 38.2
 AA8081
 AA8081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8081!SPC MI N     -   0.99993378  x   0.99990807  =   0.99984186
 AA8081!UTM  16      -   0.99993378  x   0.99973508  =   0.99966888
 AA8081
 AA8081                          SUPERSEDED SURVEY CONTROL
 AA8081
 AA8081  ELLIP H (09/20/95)  422.41   (m)                       GP(       ) 1 2
 AA8081
 AA8081.Superseded values are not recommended for survey control.
 AA8081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8081.See file dsdata.txt to determine how the superseded data were derived.
 AA8081
 AA8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9517505992(NAD 83)
 AA8081_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8081_STAMPING: IRON 1994
 AA8081_MARK LOGO: NGS   
 AA8081_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8081+STABILITY: SURFACE MOTION
 AA8081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8081+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2002
 AA8081
 AA8081  HISTORY     - Date     Condition        Report By
 AA8081  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA8081  HISTORY     - 20010717 GOOD             MIDNR
 AA8081  HISTORY     - 20020611 GOOD             JCLS
 AA8081  HISTORY     - 20020614 GOOD             JCLS
 AA8081
 AA8081                          STATION DESCRIPTION
 AA8081
 AA8081'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (RLR)
 AA8081'STATION IS LOCATED IN THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF
 AA8081'SECTION 30, T 43 N, R 32 W, 1 KM (0.60 MI) WEST FROM CRYSTAL FALLS. TO
 AA8081'REACH FROM THE COURTHOUSE IN CRYSTAL FALLS, GO WEST ON U.S. HIGHWAY 2
 AA8081'AND 141 FOR 1.1 MI (1.8 KM) TO HIGHWAY 141 ON THE RIGHT. TURN RIGHT
 AA8081'AND GO NORTH ON HIGHWAY 141 FOR APPROXIMATELY 650 FT (198.1 M) TO THE
 AA8081'STATION ON RIGHT.  STATION IS 649 FT (197.8 M) NORTH FROM THE
 AA8081'INTERSECTION OF HIGHWAYS 2 AND 141, 100 FT (30.5 M) EAST FROM THE
 AA8081'CENTERLINE OF HIGHWAY 141, 100 FT (30.5 M) NORTH-NORTHWEST FROM A
 AA8081'UTILITY POLE NUMBER 1618, AND 0.4 M (1.3 FT) WEST FROM A METAL WITNESS
 AA8081'POST.
 AA8081
 AA8081                          STATION RECOVERY (2001)
 AA8081
 AA8081'RECOVERY NOTE BY MI DEPT OF NAT RES 2001 (RJW)
 AA8081'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 AA8081'BY NGS IN 1994.
 AA8081' 
 AA8081'
 AA8081
 AA8081                          STATION RECOVERY (2002)
 AA8081
 AA8081'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AA8081'RECOVERED IN GOOD CONDITION.
 AA8081
 AA8081                          STATION RECOVERY (2002)
 AA8081
 AA8081'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA8081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0586 ***********************************************************************
 QM0586  DESIGNATION -  IRON MTN ST POLICE RADIO MAST
 QM0586  PID         -  QM0586
 QM0586  STATE/COUNTY-  MI/DICKINSON
 QM0586  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0586
 QM0586                         *CURRENT SURVEY CONTROL
 QM0586  ___________________________________________________________________
 QM0586* NAD 83(1994)-  45 49 13.85791(N)    088 02 37.79829(W)     ADJUSTED  
 QM0586* NAVD 88     -                                                        
 QM0586  ___________________________________________________________________
 QM0586  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 QM0586  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 QM0586
 QM0586  HORZ ORDER  -  THIRD
 QM0586
 QM0586.The horizontal coordinates were established by classical geodetic methods
 QM0586.and adjusted by the National Geodetic Survey in February 1997..
 QM0586
 QM0586
 QM0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0586
 QM0586.The geoid height was determined by GEOID03.
 QM0586
 QM0586;                    North         East     Units Scale Factor Converg.
 QM0586;SPC MI N     -   115,811.298 7,918,887.790   MT  0.99993554   -0 45 16.1
 QM0586;SPC MI N     -   379,958.33 25,980,602.99   iFT  0.99993554   -0 45 16.1
 QM0586;SPC WI N     -    74,543.037   751,999.468   MT  0.99996361   +1 24 40.0
 QM0586;SPC WI N     -   244,563.28  2,467,184.92   sFT  0.99996361   +1 24 40.0
 QM0586;UTM  16      - 5,074,635.662   418,912.786   MT  0.99968083   -0 44 55.1
 QM0586
 QM0586                          SUPERSEDED SURVEY CONTROL
 QM0586
 QM0586  NAD 83(1994)-  45 49 13.85610(N)    088 02 37.79671(W) AD(       ) 4
 QM0586  NAD 83(1986)-  45 49 13.85733(N)    088 02 37.79540(W) AD(       ) 4
 QM0586  NAD 27      -  45 49 14.01700(N)    088 02 37.34300(W) AD(       ) 3
 QM0586
 QM0586.Superseded values are not recommended for survey control.
 QM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0586.See file dsdata.txt to determine how the superseded data were derived.
 QM0586
 QM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1891374636(NAD 83)
 QM0586_MARKER: 42 = RADIO/TV MAST
 QM0586
 QM0586  HISTORY     - Date     Condition        Report By
 QM0586  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0586  HISTORY     - 1980     GOOD             NGS
 QM0586  HISTORY     - 20021024 GOOD             USPSQD
 QM0586
 QM0586                          STATION DESCRIPTION
 QM0586
 QM0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0586'STATION IS LOCATED ON A HIGH TIMBERED HILL ABOUT 1.3 MILES
 QM0586'EAST OF THE MAIN STREET IN IRON MOUNTAIN.  IT IS OF STEEL
 QM0586'CONSTRUCTION, SET ON A CONCRETE FOUNDATION, PAINTED RED AND
 QM0586'WHITE, AND IS ABOUT 200 FEET HIGH.
 QM0586'
 QM0586'THE POINT INTERSECTED WAS THE FLASHING RED LIGHT ATOP THE
 QM0586'TOWER.
 QM0586'
 QM0586'TO REACH FROM THE INTERSECTION OF STEPHENSON STREET (MAIN
 QM0586'STREET) AND EAST B STREET IN IRON MOUNTAIN, GO EAST ON EAST
 QM0586'B STREET FOR 0.6 MILE TO FORKS.  TAKE LEFT FORK AND CONTINUE
 QM0586'EASTERLY, THENCE NORTHERLY, THENCE WESTERLY FOR 0.7 MILE TO
 QM0586'TOP OF HILL AND STATION ON RIGHT SIDE OF ROAD.
 QM0586
 QM0586                          STATION RECOVERY (1980)
 QM0586
 QM0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QM0586'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QM0586'
 QM0586'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILE EAST
 QM0586'OF IRON MOUNTAIN.
 QM0586
 QM0586                          STATION RECOVERY (2002)
 QM0586
 QM0586'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJR)
 QM0586'MAST IS NOW PAINTED ORANGE AND WHITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0587 ***********************************************************************
 QM0587  DESIGNATION -  IRON MTN W AND M POWER CO MAST
 QM0587  PID         -  QM0587
 QM0587  STATE/COUNTY-  MI/DICKINSON
 QM0587  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0587
 QM0587                         *CURRENT SURVEY CONTROL
 QM0587  ___________________________________________________________________
 QM0587* NAD 83(1994)-  45 49 57.33693(N)    088 04 53.69916(W)     ADJUSTED  
 QM0587* NAVD 88     -                                                        
 QM0587  ___________________________________________________________________
 QM0587  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 QM0587  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 QM0587
 QM0587  HORZ ORDER  -  THIRD
 QM0587
 QM0587.The horizontal coordinates were established by classical geodetic methods
 QM0587.and adjusted by the National Geodetic Survey in February 1997..
 QM0587
 QM0587
 QM0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0587
 QM0587.The geoid height was determined by GEOID03.
 QM0587
 QM0587;                    North         East     Units Scale Factor Converg.
 QM0587;SPC MI N     -   117,192.801 7,915,972.858   MT  0.99993386   -0 46 54.3
 QM0587;SPC MI N     -   384,490.82 25,971,039.56   iFT  0.99993386   -0 46 54.3
 QM0587;SPC WI N     -    75,813.439   749,034.330   MT  0.99996237   +1 23 02.0
 QM0587;SPC WI N     -   248,731.26  2,457,456.80   sFT  0.99996237   +1 23 02.0
 QM0587;UTM  16      - 5,076,016.521   415,998.444   MT  0.99968675   -0 46 33.1
 QM0587
 QM0587                          SUPERSEDED SURVEY CONTROL
 QM0587
 QM0587  NAD 83(1994)-  45 49 57.33530(N)    088 04 53.69757(W) AD(       ) 4
 QM0587  NAD 83(1986)-  45 49 57.33642(N)    088 04 53.69590(W) AD(       ) 4
 QM0587  NAD 27      -  45 49 57.50000(N)    088 04 53.23300(W) AD(       ) 3
 QM0587
 QM0587.Superseded values are not recommended for survey control.
 QM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0587.See file dsdata.txt to determine how the superseded data were derived.
 QM0587
 QM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1599876017(NAD 83)
 QM0587_MARKER: 42 = RADIO/TV MAST
 QM0587
 QM0587  HISTORY     - Date     Condition        Report By
 QM0587  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0587  HISTORY     - 1976     GOOD             NGS
 QM0587  HISTORY     - 1980     GOOD             NGS
 QM0587  HISTORY     - 20021024 GOOD             USPSQD
 QM0587
 QM0587                          STATION DESCRIPTION
 QM0587
 QM0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0587'STATION IS LOCATED IN THE NORTHWEST EDGE OF IRON MOUNTAIN, ON
 QM0587'A HIGH WOODED HILL KNOWN LOCALLY AS PINE MOUNTAIN.  IT IS
 QM0587'OF STEEL CONSTRUCTION MOUNTED ON A CONCRETE BASE, PAINTED RED AND
 QM0587'WHITE, AND ABOUT 150 FEET HIGH.  THE POINT INTERSECTED WAS THE
 QM0587'LIGHT ATOP MAST.
 QM0587'
 QM0587'TO REACH FROM THE POST OFFICE IN IRON MOUNTAIN, GO WEST 0.05
 QM0587'MILE TO CARPENTER STREET.  TURN RIGHT ON CARPENTER STREET AND GO
 QM0587'0.05 MILE TO WEST BROWN STREET.  TURN LEFT ON WEST BROWN
 QM0587'STREET AND GO WEST FOR 0.4 MILE TO FOREST STREET.  TURN RIGHT
 QM0587'AND GO NORTH ON FOREST STREET FOR 0.35 MILE TO WALKER STREET.
 QM0587'TURN LEFT AND GO WESTERLY FOR 0.2 MILE TO FORKS.  TAKE RIGHT
 QM0587'FORK AND GO 0.75 MILE TO STATION ON LEFT (SOUTH) SIDE OF ROAD.
 QM0587
 QM0587                          STATION RECOVERY (1976)
 QM0587
 QM0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (TGR)
 QM0587'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 QM0587'
 QM0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ON PINE MOUNTAIN.
 QM0587
 QM0587                          STATION RECOVERY (1980)
 QM0587
 QM0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (JWB)
 QM0587'STATION RECOVERED AS DESCRIBED.  STATION WAS NOT VISITED BUT 12
 QM0587'SECOND AZIMUTH CHECK OBTAINED FROM AP 1966 STA B ON FORD AIRPORT.
 QM0587'
 QM0587'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILE NORTHWEST
 QM0587'OF IRON MOUNTAIN.
 QM0587
 QM0587                          STATION RECOVERY (2002)
 QM0587
 QM0587'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJR)
 QM0587'MAST IS NOW PAINTED ORANGE AND WHITE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0588 ***********************************************************************
 QM0588  DESIGNATION -  IRON MTN WMIQ RADIO MAST
 QM0588  PID         -  QM0588
 QM0588  STATE/COUNTY-  MI/DICKINSON
 QM0588  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0588
 QM0588                         *CURRENT SURVEY CONTROL
 QM0588  ___________________________________________________________________
 QM0588* NAD 83(1994)-  45 49 16.06040(N)    088 03 17.10171(W)     ADJUSTED  
 QM0588* NAVD 88     -                                                        
 QM0588  ___________________________________________________________________
 QM0588  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 QM0588  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 QM0588
 QM0588  HORZ ORDER  -  THIRD
 QM0588
 QM0588.The horizontal coordinates were established by classical geodetic methods
 QM0588.and adjusted by the National Geodetic Survey in February 1997..
 QM0588
 QM0588
 QM0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0588
 QM0588.The geoid height was determined by GEOID03.
 QM0588
 QM0588;                    North         East     Units Scale Factor Converg.
 QM0588;SPC MI N     -   115,890.518 7,918,040.379   MT  0.99993545   -0 45 44.5
 QM0588;SPC MI N     -   380,218.23 25,977,822.77   iFT  0.99993545   -0 45 44.5
 QM0588;SPC WI N     -    74,590.179   751,149.645   MT  0.99996355   +1 24 11.7
 QM0588;SPC WI N     -   244,717.95  2,464,396.79   sFT  0.99996355   +1 24 11.7
 QM0588;UTM  16      - 5,074,714.776   418,065.582   MT  0.99968253   -0 45 23.3
 QM0588
 QM0588                          SUPERSEDED SURVEY CONTROL
 QM0588
 QM0588  NAD 83(1994)-  45 49 16.05863(N)    088 03 17.10047(W) AD(       ) 4
 QM0588  NAD 83(1986)-  45 49 16.05980(N)    088 03 17.09913(W) AD(       ) 4
 QM0588  NAD 27      -  45 49 16.22200(N)    088 03 16.64500(W) AD(       ) 3
 QM0588
 QM0588.Superseded values are not recommended for survey control.
 QM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0588.See file dsdata.txt to determine how the superseded data were derived.
 QM0588
 QM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1806674715(NAD 83)
 QM0588_MARKER: 42 = RADIO/TV MAST
 QM0588
 QM0588  HISTORY     - Date     Condition        Report By
 QM0588  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0588  HISTORY     - 20021024 GOOD             USPSQD
 QM0588
 QM0588                          STATION DESCRIPTION
 QM0588
 QM0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0588'STATION IS LOCATED ON A SMALL BARE HILL IN THE EASTERN PART
 QM0588'OF IRON MOUNTAIN.  IT IS OF STEEL CONSTRUCTION ABOUT 120 FEET
 QM0588'HIGH, MOUNTED ON A CONCRETE FOUNDATION, AND PAINTED ORANGE AND
 QM0588'WHITE.  THE POINT INTERSECTED WAS THE LIGHT ATOP MAST.
 QM0588'
 QM0588'TO REACH FROM THE INTERSECTION OF STEPHENSON STREET (MAIN
 QM0588'STREET) AND EAST B STREET IN IRON MOUNTAIN, GO EAST ON EAST
 QM0588'B STREET FOR 0.7 MILE TO PARK AVENUE.  TURN LEFT ON PARK AVENUE
 QM0588'AND GO NORTHERLY FOR 0.3 MILE TO STATION ABOUT 50 YARDS SOUTHWEST
 QM0588'OF SMALL BUILDING.
 QM0588
 QM0588                          STATION RECOVERY (2002)
 QM0588
 QM0588'RECOVERY NOTE BY US POWER SQUADRON 2002 (RJR)
 QM0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0292 ***********************************************************************
 RL0292  DESIGNATION -  IRON RIVER
 RL0292  PID         -  RL0292
 RL0292  STATE/COUNTY-  MI/IRON
 RL0292  USGS QUAD   -  IRON RIVER (1944)
 RL0292
 RL0292                         *CURRENT SURVEY CONTROL
 RL0292  ___________________________________________________________________
 RL0292* NAD 83(1986)-  46 05 33.     (N)    088 38 43.     (W)     SCALED    
 RL0292* NAVD 88     -       461.650  (meters)    1514.60   (feet)  ADJUSTED  
 RL0292  ___________________________________________________________________
 RL0292  GEOID HEIGHT-         -32.11  (meters)                     GEOID03
 RL0292  DYNAMIC HT  -         461.659 (meters)    1514.63  (feet)  COMP
 RL0292  MODELED GRAV-     980,619.5   (mgal)                       NAVD 88
 RL0292
 RL0292  VERT ORDER  -  SECOND    CLASS 0
 RL0292
 RL0292.The horizontal coordinates were scaled from a topographic map and have
 RL0292.an estimated accuracy of +/- 6 seconds.
 RL0292
 RL0292.The orthometric height was determined by differential leveling
 RL0292.and adjusted by the National Geodetic Survey in June 1991..
 RL0292
 RL0292.The geoid height was determined by GEOID03.
 RL0292
 RL0292.The dynamic height is computed by dividing the NAVD 88
 RL0292.geopotential number by the normal gravity value computed on the
 RL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0292.degrees latitude (g = 980.6199 gals.).
 RL0292
 RL0292.The modeled gravity was interpolated from observed gravity values.
 RL0292
 RL0292;                    North         East    Units  Estimated Accuracy
 RL0292;SPC MI N     -   146,830.    7,872,790.      MT  (+/- 180 meters Scaled)
 RL0292
 RL0292                          SUPERSEDED SURVEY CONTROL
 RL0292
 RL0292  NGVD 29 (??/??/92)  461.651  (m)         1514.60   (f) ADJ UNCH    2 0
 RL0292
 RL0292.Superseded values are not recommended for survey control.
 RL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0292.See file dsdata.txt to determine how the superseded data were derived.
 RL0292
 RL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS728056(NAD 83)
 RL0292_MARKER: DB = BENCH MARK DISK
 RL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0292_STAMPING: IRON RIVER 1934
 RL0292_MARK LOGO: CGS   
 RL0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0292+STABILITY: SURFACE MOTION
 RL0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0292+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 RL0292
 RL0292  HISTORY     - Date     Condition        Report By
 RL0292  HISTORY     - 1934     MONUMENTED       CGS
 RL0292  HISTORY     - 1948     GOOD             NGS
 RL0292  HISTORY     - 19890809 GOOD             MIDT
 RL0292  HISTORY     - 20010726 GOOD             MIDT
 RL0292  HISTORY     - 20030925 GOOD             USPSQD
 RL0292  HISTORY     - 20060803 GOOD             USPSQD
 RL0292
 RL0292                          STATION DESCRIPTION
 RL0292
 RL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0292'AT IRON RIVER.
 RL0292'AT IRON RIVER, IN THE SOUTH LAWN ON THE HIGH SCHOOL, 46.5 FEET
 RL0292'NORTH OF THE NORTH CURB OF ADAMS STREET (U.S. HIGHWAY 2), 150
 RL0292'FEET WEST OF THE WEST CURB OF SIXTH STREET, 13.5 FEET SOUTH
 RL0292'OF THE FLAG POLE AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0292'2 INCHES.
 RL0292
 RL0292                          STATION RECOVERY (1989)
 RL0292
 RL0292'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1989 (BRT)
 RL0292'RECOVERED AS DESCRIBED.
 RL0292
 RL0292                          STATION RECOVERY (2001)
 RL0292
 RL0292'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0292'NOTE-MARK IS NOW 38.5 FT NORTH OF THE NORTH CURB OF US-2.
 RL0292
 RL0292                          STATION RECOVERY (2003)
 RL0292
 RL0292'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RL0292'RECOVERED IN GOOD CONDITION.
 RL0292
 RL0292                          STATION RECOVERY (2006)
 RL0292
 RL0292'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RL0292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0208 ***********************************************************************
 DI0208  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0208  DESIGNATION -  IRON RIVER CORS ARP
 DI0208  CORS_ID     -  MIIR
 DI0208  PID         -  DI0208
 DI0208  STATE/COUNTY-  MI/IRON
 DI0208  USGS QUAD   -  IRON RIVER (1944)
 DI0208
 DI0208                         *CURRENT SURVEY CONTROL
 DI0208  ___________________________________________________________________
 DI0208* NAD 83(CORS)-  46 04 49.37213(N)    088 38 00.11137(W)     ADJUSTED  
 DI0208* NAVD 88     -                                                        
 DI0208  ___________________________________________________________________
 DI0208  EPOCH DATE  -        2002.00
 DI0208  X           -     105,708.479 (meters)                     COMP
 DI0208  Y           -  -4,430,954.736 (meters)                     COMP
 DI0208  Z           -   4,571,788.740 (meters)                     COMP
 DI0208  ELLIP HEIGHT-         470.99  (meters)          (06/??/06) GPS OBS
 DI0208  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DI0208
 DI0208  HORZ ORDER  -  SPECIAL (CORS)
 DI0208  ELLP ORDER  -  SPECIAL (CORS)
 DI0208
 DI0208.ITRF positions are available for this station.
 DI0208.The coordinates were established by GPS observations
 DI0208.and adjusted by the National Geodetic Survey in June 2006..
 DI0208.The coordinates are valid at the epoch date displayed above.
 DI0208.The epoch date for horizontal control is a decimal equivalence
 DI0208.of Year/Month/Day.
 DI0208
 DI0208
 DI0208.The PID for the CORS L1 Phase Center is DI0209.
 DI0208
 DI0208.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0208
 DI0208.The ellipsoidal height was determined by GPS observations
 DI0208.and is referenced to NAD 83.
 DI0208
 DI0208.The geoid height was determined by GEOID03.
 DI0208
 DI0208;                    North         East     Units Scale Factor Converg.
 DI0208;SPC MI N     -   145,460.526 7,873,677.967   MT  0.99990920   -1 10 50.1
 DI0208;SPC MI N     -   477,232.70 25,832,276.79   iFT  0.99990920   -1 10 50.1
 DI0208
 DI0208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0208!SPC MI N     -   0.99992617  x   0.99990920  =   0.99983538
 DI0208
 DI0208                          SUPERSEDED SURVEY CONTROL
 DI0208
 DI0208.No superseded survey control is available for this station.
 DI0208
 DI0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7370904275(NAD 83)
 DI0208_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0208
 DI0208                          STATION DESCRIPTION
 DI0208
 DI0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0208'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0208'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0208'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0208'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0208'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0209 ***********************************************************************
 DI0209  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0209  DESIGNATION -  IRON RIVER CORS L1 PHASE CENTER
 DI0209  CORS_ID     -  MIIR
 DI0209  PID         -  DI0209
 DI0209  STATE/COUNTY-  MI/IRON
 DI0209  USGS QUAD   -  IRON RIVER (1944)
 DI0209
 DI0209                         *CURRENT SURVEY CONTROL
 DI0209  ___________________________________________________________________
 DI0209* NAD 83(CORS)-  46 04 49.37221(N)    088 38 00.11131(W)     ADJUSTED  
 DI0209* NAVD 88     -                                                        
 DI0209  ___________________________________________________________________
 DI0209  EPOCH DATE  -        2002.00
 DI0209  X           -     105,708.482 (meters)                     COMP
 DI0209  Y           -  -4,430,954.810 (meters)                     COMP
 DI0209  Z           -   4,571,788.820 (meters)                     COMP
 DI0209  ELLIP HEIGHT-         471.10  (meters)          (06/??/06) GPS OBS
 DI0209  GEOID HEIGHT-         -32.15  (meters)                     GEOID03
 DI0209
 DI0209  HORZ ORDER  -  SPECIAL (CORS)
 DI0209  ELLP ORDER  -  SPECIAL (CORS)
 DI0209
 DI0209.ITRF positions are available for this station.
 DI0209.The coordinates were established by GPS observations
 DI0209.and adjusted by the National Geodetic Survey in June 2006..
 DI0209.The coordinates are valid at the epoch date displayed above.
 DI0209.The epoch date for horizontal control is a decimal equivalence
 DI0209.of Year/Month/Day.
 DI0209
 DI0209
 DI0209.The PID for the CORS ARP is DI0208.
 DI0209
 DI0209.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0209
 DI0209.The ellipsoidal height was determined by GPS observations
 DI0209.and is referenced to NAD 83.
 DI0209
 DI0209.The geoid height was determined by GEOID03.
 DI0209
 DI0209;                    North         East     Units Scale Factor Converg.
 DI0209;SPC MI N     -   145,460.529 7,873,677.969   MT  0.99990920   -1 10 50.1
 DI0209;SPC MI N     -   477,232.71 25,832,276.80   iFT  0.99990920   -1 10 50.1
 DI0209
 DI0209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0209!SPC MI N     -   0.99992615  x   0.99990920  =   0.99983536
 DI0209
 DI0209                          SUPERSEDED SURVEY CONTROL
 DI0209
 DI0209.No superseded survey control is available for this station.
 DI0209
 DI0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS7370904275(NAD 83)
 DI0209_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0209
 DI0209                          STATION DESCRIPTION
 DI0209
 DI0209'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0209'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0209'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0209'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0209'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0209'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0526 ***********************************************************************
 PL0526  DESIGNATION -  IRONS
 PL0526  PID         -  PL0526
 PL0526  STATE/COUNTY-  MI/LAKE
 PL0526  USGS QUAD   -  PEACOCK (1987)
 PL0526
 PL0526                         *CURRENT SURVEY CONTROL
 PL0526  ___________________________________________________________________
 PL0526* NAD 83(1994)-  44 06 23.91177(N)    085 53 15.57519(W)     ADJUSTED  
 PL0526* NAVD 88     -       374.7    (meters)    1229.     (feet)  VERTCON   
 PL0526  ___________________________________________________________________
 PL0526  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 PL0526  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 PL0526
 PL0526  HORZ ORDER  -  FIRST
 PL0526
 PL0526.The horizontal coordinates were established by classical geodetic methods
 PL0526.and adjusted by the National Geodetic Survey in February 1997..
 PL0526
 PL0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0526
 PL0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0526
 PL0526.The geoid height was determined by GEOID03.
 PL0526
 PL0526;                    North         East     Units Scale Factor Converg.
 PL0526;SPC MI C     -    88,926.366 5,878,230.542   MT  1.00001846   -1 04 28.0
 PL0526;SPC MI C     -   291,753.17 19,285,533.27   iFT  1.00001846   -1 04 28.0
 PL0526;UTM  16      - 4,884,318.930   589,021.181   MT  0.99969746   +0 46 27.2
 PL0526
 PL0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0526!SPC MI C     -   0.99994659  x   1.00001846  =   0.99996505
 PL0526!UTM  16      -   0.99994659  x   0.99969746  =   0.99964406
 PL0526
 PL0526|---------------------------------------------------------------------|
 PL0526| PID    Reference Object                     Distance      Geod. Az  |
 PL0526|                                                           dddmmss.s |
 PL0526| CH1277 IRONS RM 1                           21.166 METERS 08619     |
 PL0526| PL0524 LUTHER                              APPROX.22.3 KM 1095517.1 |
 PL0526| CH1278 IRONS RM 2                           22.728 METERS 28023     |
 PL0526|---------------------------------------------------------------------|
 PL0526
 PL0526                          SUPERSEDED SURVEY CONTROL
 PL0526
 PL0526  NAD 83(1986)-  44 06 23.91279(N)    085 53 15.57887(W) AD(       ) 1
 PL0526  NAD 27      -  44 06 23.87991(N)    085 53 15.33777(W) AD(       ) 1
 PL0526  NGVD 29 (07/19/86)  374.8    (m)         1230.     (f) VERT ANG       
 PL0526
 PL0526.Superseded values are not recommended for survey control.
 PL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0526.See file dsdata.txt to determine how the superseded data were derived.
 PL0526
 PL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8902184319(NAD 83)
 PL0526_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0526_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0526
 PL0526  HISTORY     - Date     Condition        Report By
 PL0526  HISTORY     - 1980     MONUMENTED       NGS
 PL0526  HISTORY     - 1980     GOOD             MIDH
 PL0526  HISTORY     - 19991005 MARK NOT FOUND   USPSQD
 PL0526  HISTORY     - 20040424 GOOD             USPSQD
 PL0526
 PL0526                          STATION DESCRIPTION
 PL0526
 PL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0526'THE STATION IS LOCATED ABOUT 7.2 KM (4-1/2 MI) NORTH OF
 PL0526'PEACOCK, 5.2 KM (3-1/4 MI) SOUTHEAST OF IRONS, IN THE
 PL0526'SE1/4,S20,T20N,R13W OF EDEN TOWNSHIP.  PERMISSION FOR THE
 PL0526'STATION WAS OBTAINED FROM MR. RUSSEL M. GARRIGUS OF
 PL0526'MANISTEE, MI 49660.  MR. GARRIGUS IS THE DISTRICT RANGER
 PL0526'OF THE MANISTEE NATIONAL FOREST.  HIS TELEPHONE NUMBER
 PL0526'IS 616-723-2211.
 PL0526'
 PL0526'TO REACH THE STATION FROM THE LAKE COUNTY COURT HOUSE IN
 PL0526'BALDWIN, GO NORTH ON U.S. HIGHWAY 10 AND STATE HIGHWAY 37
 PL0526'FOR 4.5 KM (2.8 MI) TO WHERE U.S. HIGHWAY 10 BEARS LEFT.
 PL0526'CONTINUE NORTH ON STATE HIGHWAY 37 FOR 11.8 KM (7.35 MI)
 PL0526'TO A FORK.  TAKE THE LEFT FORK AND GO WEST ON 4 MILE ROAD
 PL0526'FOR 3.9 KM (2.4 MI) TO A CROSSROAD AT PEACOCK.  TURN RIGHT
 PL0526'AND GO NORTH ON IRONS ROAD FOR 6.7 KM (4.15 MI) TO A SIDE
 PL0526'ROAD RIGHT.  TURN RIGHT AND GO NORTHEASTERLY ON U.S. FOREST
 PL0526'SERVICE ROAD 5533 FOR 1.9 KM (1.2 MI) TO A SIDE ROAD RIGHT.
 PL0526'TURN RIGHT AND GO EASTERLY ON A TRACK ROAD FOR 0.2 KM
 PL0526'(0.1 MI) TO A CLEARING AND THE STATION.
 PL0526'
 PL0526'THE STATION IS A STANDARD NGS DISK
 PL0526'STAMPED---IRONS 1980---,
 PL0526'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 PL0526'RECESSED 7 CM BELOW THE GROUND.  IT IS LOCATED
 PL0526'6.1 METERS (20.0 FT) SOUTH FROM A METAL WITNESS POST,
 PL0526'5.25 METERS (17.2 FT) NORTHEAST FROM THE SOUTHWEST SQUARE
 PL0526'CONCRETE PILLAR, AND
 PL0526'3.6 METERS (11.8 FT) NORTHWEST FROM THE SOUTHEAST SQUARE CONCRETE
 PL0526'PILLAR.
 PL0526'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0526'STAMPED---IRONS 1980---,
 PL0526'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0526'
 PL0526'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PL0526'STAMPED---IRONS NO 1 1980---,
 PL0526'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 PL0526'FLUSH WITH GROUND.  IT IS LOCATED
 PL0526'6.20 METERS (20.3 FT) NORTH-NORTHEAST FROM A TWIN-TRUNKED TREE,
 PL0526'2.20 METERS (7.2 FT) SOUTH FROM A TRACK ROAD, AND
 PL0526'0.72 METER (2.3 FT) WEST-NORTHWEST FROM A METAL WITNESS POST.
 PL0526'MARK IS BELOW STATION 0.3 METER.
 PL0526'
 PL0526'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PL0526'STAMPED---IRONS NO 2 1980---,
 PL0526'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 PL0526'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 PL0526'5.10 METERS (16.7 FT) NORTH-NORTHWEST FROM THE TRACK ROAD,
 PL0526'1.40 METERS (4.6 FT) NORTH-NORTHWEST FROM A TWIN-TRUNKED TREE, AND
 PL0526'0.71 METER (2.3 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 PL0526'MARK IS BELOW STATION 0.5 METER.
 PL0526'
 PL0526'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 PL0526'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AN AZIMUTH
 PL0526'MARK.
 PL0526'
 PL0526'DESCRIBED BY R.L. ZURFLUH.
 PL0526
 PL0526                          STATION RECOVERY (1980)
 PL0526
 PL0526'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0526'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0526'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PL0526'WITH 1980 DATA.
 PL0526'
 PL0526'TO REACH DESCRIPTION BY NGS IN 1980 IS GOOD.
 PL0526'
 PL0526'STATION IS IN MANISTEE NATIONAL FOREST.  PERMISSION CAN BE OBTAINED
 PL0526'FROM RUSSEL M GARRIGUS, DISTRICT RANGER, MANISTEE, MICHIGAN.  HIS
 PL0526'TELEPHONE NUMBER IS 616 723 2211.
 PL0526
 PL0526                          STATION RECOVERY (1999)
 PL0526
 PL0526'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0526'MARK NOT FOUND.
 PL0526
 PL0526                          STATION RECOVERY (2004)
 PL0526
 PL0526'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0092 ***********************************************************************
 RM0092  DESIGNATION -  IRONWOOD
 RM0092  PID         -  RM0092
 RM0092  STATE/COUNTY-  MI/GOGEBIC
 RM0092  USGS QUAD   -  IRONWOOD (1981)
 RM0092
 RM0092                         *CURRENT SURVEY CONTROL
 RM0092  ___________________________________________________________________
 RM0092* NAD 83(1986)-  46 26 45.     (N)    090 10 04.     (W)     SCALED    
 RM0092* NAVD 88     -       458.618  (meters)    1504.65   (feet)  ADJUSTED  
 RM0092  ___________________________________________________________________
 RM0092  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0092  DYNAMIC HT  -         458.634 (meters)    1504.70  (feet)  COMP
 RM0092  MODELED GRAV-     980,633.6   (mgal)                       NAVD 88
 RM0092
 RM0092  VERT ORDER  -  FIRST     CLASS II
 RM0092
 RM0092.The horizontal coordinates were scaled from a topographic map and have
 RM0092.an estimated accuracy of +/- 6 seconds.
 RM0092
 RM0092.The orthometric height was determined by differential leveling
 RM0092.and adjusted by the National Geodetic Survey in June 1991..
 RM0092
 RM0092.The geoid height was determined by GEOID03.
 RM0092
 RM0092.The dynamic height is computed by dividing the NAVD 88
 RM0092.geopotential number by the normal gravity value computed on the
 RM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0092.degrees latitude (g = 980.6199 gals.).
 RM0092
 RM0092.The modeled gravity was interpolated from observed gravity values.
 RM0092
 RM0092;                    North         East    Units  Estimated Accuracy
 RM0092;SPC MI N     -   189,640.    7,756,680.      MT  (+/- 180 meters Scaled)
 RM0092
 RM0092                          SUPERSEDED SURVEY CONTROL
 RM0092
 RM0092  NGVD 29 (??/??/92)  458.627  (m)         1504.68   (f) ADJ UNCH    1 2
 RM0092
 RM0092.Superseded values are not recommended for survey control.
 RM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0092.See file dsdata.txt to determine how the superseded data were derived.
 RM0092
 RM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM175474(NAD 83)
 RM0092_MARKER: DB = BENCH MARK DISK
 RM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0092_STAMPING: IRONWOOD 1934
 RM0092_MARK LOGO: CGS   
 RM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0092+STABILITY: SURFACE MOTION
 RM0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0092+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2003
 RM0092
 RM0092  HISTORY     - Date     Condition        Report By
 RM0092  HISTORY     - 1934     MONUMENTED       CGS
 RM0092  HISTORY     - 1982     GOOD             NGS
 RM0092  HISTORY     - 1987     GOOD             USPSQD
 RM0092  HISTORY     - 20030502 GOOD             USPSQD
 RM0092  HISTORY     - 20040801 GOOD             USPSQD
 RM0092
 RM0092                          STATION DESCRIPTION
 RM0092
 RM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0092'AT IRONWOOD.
 RM0092'AT THE SOUTHWEST PORTION OF IRONWOOD, GOGEBIC COUNTY, AT THE
 RM0092'LANFEAR NORRIE SCHOOL, IN THE CORNER OF THE L FORMED AT THE
 RM0092'NORTH SIDE OF THE NORTH ENTRANCE, IN THE TOP OF A CONCRETE
 RM0092'POST WITH TWO SIDES ADJACENT TO THE FOUNDATION OF THE BUILDING,
 RM0092'AND 2 INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED IRONWOOD 1934.
 RM0092
 RM0092                          STATION RECOVERY (1982)
 RM0092
 RM0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0092'RECOVERED IN GOOD CONDITION.  NOTE, 3.7 METERS (12.0 FT) NORTH OF
 RM0092'THE CENTER OF THE NORTHERNMOST ENTRANCE ON THE EAST SIDE OF BUILDING,
 RM0092'AND 6.4 METERS (21.1 FT) SOUTH OF THE NORTHEAST CORNER OF THE SCHOOL
 RM0092'BUILDING.
 RM0092
 RM0092                          STATION RECOVERY (1987)
 RM0092
 RM0092'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0092'RECOVERED IN GOOD CONDITION.
 RM0092
 RM0092                          STATION RECOVERY (2003)
 RM0092
 RM0092'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0092'RECOVERED IN GOOD CONDITION.  ADD-- THE SCHOOL IS AT THE SOUTHWEST
 RM0092'CORNER OF BIRCH STREET AND ALFRED WRIGHT BLVD.  TO REACH THE SCHOOL
 RM0092'FROM AURORA STREET, GO SOUTH ON LOWELL AVENUE FOR 0.6 MILE WHICH
 RM0092'BECOMES ALFRED WRIGHT BLVD. AFTER FOLLOWING A 'S' CURVE.  THE SCHOOL
 RM0092'BUILDING TO THE SOUTH AND WEST OF THE STATION MAY OBSTRUCT SATELLITE
 RM0092'OBSERVATIONS.
 RM0092
 RM0092                          STATION RECOVERY (2004)
 RM0092
 RM0092'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0649 ***********************************************************************
 RM0649  DESIGNATION -  IRONWOOD NEWPORT MINING TANK
 RM0649  PID         -  RM0649
 RM0649  STATE/COUNTY-  MI/GOGEBIC
 RM0649  USGS QUAD   -  IRONWOOD (1981)
 RM0649
 RM0649                         *CURRENT SURVEY CONTROL
 RM0649  ___________________________________________________________________
 RM0649* NAD 83(1994)-  46 27 25.63105(N)    090 07 41.50564(W)     ADJUSTED  
 RM0649* NAVD 88     -                                                        
 RM0649  ___________________________________________________________________
 RM0649  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 RM0649  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0649
 RM0649  HORZ ORDER  -  THIRD
 RM0649
 RM0649.The horizontal coordinates were established by classical geodetic methods
 RM0649.and adjusted by the National Geodetic Survey in February 1997..
 RM0649
 RM0649
 RM0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0649
 RM0649.The geoid height was determined by GEOID03.
 RM0649
 RM0649;                    North         East     Units Scale Factor Converg.
 RM0649;SPC MI N     -   190,772.714 7,759,767.491   MT  0.99990732   -2 15 39.7
 RM0649;SPC MI N     -   625,894.73 25,458,554.76   iFT  0.99990732   -2 15 39.7
 RM0649;UTM  15      - 5,148,846.384   720,527.523   MT  1.00019783   +2 04 57.0
 RM0649
 RM0649                          SUPERSEDED SURVEY CONTROL
 RM0649
 RM0649  NAD 83(1994)-  46 27 25.63083(N)    090 07 41.50563(W) AD(       ) 4
 RM0649  NAD 83(1986)-  46 27 25.62524(N)    090 07 41.49871(W) AD(       ) 4
 RM0649  NAD 27      -  46 27 25.80800(N)    090 07 40.86400(W) AD(       ) 3
 RM0649
 RM0649.Superseded values are not recommended for survey control.
 RM0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0649.See file dsdata.txt to determine how the superseded data were derived.
 RM0649
 RM0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM2052848846(NAD 83)
 RM0649_MARKER: 53 = ELEVATED TANK
 RM0649_SETTING: 0 = UNSPECIFIED SETTING
 RM0649
 RM0649  HISTORY     - Date     Condition        Report By
 RM0649  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0649  HISTORY     - 1981     GOOD             NGS
 RM0649  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0649
 RM0649                          STATION DESCRIPTION
 RM0649
 RM0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0649'THE SMALL BLACK STEEL WATER TANK AT THE NEWPORT MINING COMPANY
 RM0649'ABOUT 2 MILES EAST OF IRONWOOD.  IT IS ABOUT 50 FEET HIGH AND
 RM0649'THE ENTIRE STEEL STRUCTURE IS PAINTED BLACK.  IT WAS NOT
 RM0649'VISITED.
 RM0649'
 RM0649'THE FINIAL WAS OBSERVED UPON FROM TRIANGULATION STATIONS
 RM0649'HURLEY, ZION AND COPPER.
 RM0649
 RM0649                          STATION RECOVERY (1981)
 RM0649
 RM0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (MOC)
 RM0649'DESTROYED.
 RM0649'
 RM0649'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 RM0649'IRONWOOD.
 RM0649
 RM0649                          STATION RECOVERY (2002)
 RM0649
 RM0649'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0649'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0653 ***********************************************************************
 RM0653  DESIGNATION -  IRONWOOD PENOKEE MINING TA STK
 RM0653  PID         -  RM0653
 RM0653  STATE/COUNTY-  MI/GOGEBIC
 RM0653  USGS QUAD   -  IRONWOOD (1981)
 RM0653
 RM0653                         *CURRENT SURVEY CONTROL
 RM0653  ___________________________________________________________________
 RM0653* NAD 83(1994)-  46 27 14.03243(N)    090 08 18.83703(W)     ADJUSTED  
 RM0653* NAVD 88     -                                                        
 RM0653  ___________________________________________________________________
 RM0653  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 RM0653  GEOID HEIGHT-         -30.73  (meters)                     GEOID03
 RM0653
 RM0653  HORZ ORDER  -  THIRD
 RM0653
 RM0653.The horizontal coordinates were established by classical geodetic methods
 RM0653.and adjusted by the National Geodetic Survey in February 1997..
 RM0653
 RM0653
 RM0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0653
 RM0653.The geoid height was determined by GEOID03.
 RM0653
 RM0653;                    North         East     Units Scale Factor Converg.
 RM0653;SPC MI N     -   190,446.366 7,758,957.371   MT  0.99990715   -2 16 06.7
 RM0653;SPC MI N     -   624,824.04 25,455,896.89   iFT  0.99990715   -2 16 06.7
 RM0653;UTM  15      - 5,148,459.507   719,744.220   MT  1.00019359   +2 04 29.5
 RM0653
 RM0653                          SUPERSEDED SURVEY CONTROL
 RM0653
 RM0653  NAD 83(1994)-  46 27 14.03239(N)    090 08 18.83725(W) AD(       ) 4
 RM0653  NAD 83(1986)-  46 27 14.02663(N)    090 08 18.83014(W) AD(       ) 4
 RM0653  NAD 27      -  46 27 14.21600(N)    090 08 18.20500(W) AD(       ) 3
 RM0653
 RM0653.Superseded values are not recommended for survey control.
 RM0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0653.See file dsdata.txt to determine how the superseded data were derived.
 RM0653
 RM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1974448460(NAD 83)
 RM0653_MARKER: 63 = STACK
 RM0653
 RM0653  HISTORY     - Date     Condition        Report By
 RM0653  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0653  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0653
 RM0653                          STATION DESCRIPTION
 RM0653
 RM0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0653'THE TALLER OF TWO TALL CONCRETE STACKS AT THE PENOKEE MINING
 RM0653'COMPANY ABOUT 1 MILE EAST OF IRONWOOD.  IT WAS NOT VISITED.
 RM0653'
 RM0653'THE CENTER OF THE TOP OF THE STACK WAS OBSERVED UPON FROM
 RM0653'TRIANGULATION STATIONS HURLEY, ZION, COPPER AND BESSEMER.
 RM0653
 RM0653                          STATION RECOVERY (2002)
 RM0653
 RM0653'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0656 ***********************************************************************
 RM0656  DESIGNATION -  IRONWOOD RESERVOIR FLAG
 RM0656  PID         -  RM0656
 RM0656  STATE/COUNTY-  MI/GOGEBIC
 RM0656  USGS QUAD   -  IRONWOOD (1981)
 RM0656
 RM0656                         *CURRENT SURVEY CONTROL
 RM0656  ___________________________________________________________________
 RM0656* NAD 83(1994)-  46 28 36.30911(N)    090 10 03.98128(W)     ADJUSTED  
 RM0656* NAVD 88     -       525.     (meters)    1722.     (feet)  SCALED    
 RM0656  ___________________________________________________________________
 RM0656  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 RM0656  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RM0656
 RM0656  HORZ ORDER  -  SECOND
 RM0656
 RM0656.The horizontal coordinates were established by classical geodetic methods
 RM0656.and adjusted by the National Geodetic Survey in February 1997..
 RM0656
 RM0656.The orthometric height was scaled from a topographic map.
 RM0656
 RM0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0656
 RM0656.The geoid height was determined by GEOID03.
 RM0656
 RM0656;                    North         East     Units Scale Factor Converg.
 RM0656;SPC MI N     -   193,073.858 7,756,816.963   MT  0.99990841   -2 17 22.7
 RM0656;SPC MI N     -   633,444.42 25,448,874.55   iFT  0.99990841   -2 17 22.7
 RM0656;UTM  15      - 5,150,918.025   717,410.302   MT  1.00018105   +2 03 16.0
 RM0656
 RM0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RM0656!SPC MI N     -   0.99992252  x   0.99990841  =   0.99983094
 RM0656!UTM  15      -   0.99992252  x   1.00018105  =   1.00010355
 RM0656
 RM0656                          SUPERSEDED SURVEY CONTROL
 RM0656
 RM0656  NAD 83(1994)-  46 28 36.30893(N)    090 10 03.98130(W) AD(       ) 2
 RM0656  NAD 83(1986)-  46 28 36.30344(N)    090 10 03.97463(W) AD(       ) 2
 RM0656  NAD 27      -  46 28 36.49000(N)    090 10 03.35000(W) AD(       ) 2
 RM0656
 RM0656.Superseded values are not recommended for survey control.
 RM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0656.See file dsdata.txt to determine how the superseded data were derived.
 RM0656
 RM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1741050918(NAD 83)
 RM0656_MARKER: 62 = FLAGPOLE
 RM0656
 RM0656  HISTORY     - Date     Condition        Report By
 RM0656  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0656  HISTORY     - 20020615 MARK NOT FOUND   USPSQD
 RM0656  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0656
 RM0656                          STATION DESCRIPTION
 RM0656
 RM0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0656'IN THE LOCALITY OF IRONWOOD, 123.51 FEET SOUTH-SOUTHWEST
 RM0656'OF TRIANGULATION STATION ZION.  THIS IS THE FLAGPOLE ON TOP
 RM0656'OF MT. ZION.  IT IS A STEEL FLAGPOLE ABOUT 50 FEET HIGH
 RM0656'AND IS JUST NORTH OF THE IRONWOOD RESERVOIR.
 RM0656
 RM0656                          STATION RECOVERY (2002)
 RM0656
 RM0656'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0656'MARK NOT FOUND.
 RM0656
 RM0656                          STATION RECOVERY (2003)
 RM0656
 RM0656'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0656'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0657 ***********************************************************************
 RM0657  DESIGNATION -  IRONWOOD ST AMBROSE TALL SPIRE
 RM0657  PID         -  RM0657
 RM0657  STATE/COUNTY-  MI/GOGEBIC
 RM0657  USGS QUAD   -  IRONWOOD (1981)
 RM0657
 RM0657                         *CURRENT SURVEY CONTROL
 RM0657  ___________________________________________________________________
 RM0657* NAD 83(1994)-  46 27 24.82767(N)    090 09 52.92968(W)     ADJUSTED  
 RM0657* NAVD 88     -                                                        
 RM0657  ___________________________________________________________________
 RM0657  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 RM0657  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0657
 RM0657  HORZ ORDER  -  THIRD
 RM0657
 RM0657.The horizontal coordinates were established by classical geodetic methods
 RM0657.and adjusted by the National Geodetic Survey in February 1997..
 RM0657
 RM0657
 RM0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 RM0657
 RM0657.The geoid height was determined by GEOID03.
 RM0657
 RM0657;                    North         East     Units Scale Factor Converg.
 RM0657;SPC MI N     -   190,859.210 7,756,964.420   MT  0.99990731   -2 17 14.7
 RM0657;SPC MI N     -   626,178.51 25,449,358.33   iFT  0.99990731   -2 17 14.7
 RM0657;UTM  15      - 5,148,720.305   717,725.159   MT  1.00018273   +2 03 21.6
 RM0657
 RM0657                          SUPERSEDED SURVEY CONTROL
 RM0657
 RM0657  NAD 83(1994)-  46 27 24.82758(N)    090 09 52.92972(W) AD(       ) 4
 RM0657  NAD 83(1986)-  46 27 24.82175(N)    090 09 52.92279(W) AD(       ) 4
 RM0657  NAD 27      -  46 27 25.00900(N)    090 09 52.29400(W) AD(       ) 3
 RM0657
 RM0657.Superseded values are not recommended for survey control.
 RM0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0657.See file dsdata.txt to determine how the superseded data were derived.
 RM0657
 RM0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1772548720(NAD 83)
 RM0657_MARKER: 90 = CHURCH SPIRE
 RM0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RM0657+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 RM0657
 RM0657  HISTORY     - Date     Condition        Report By
 RM0657  HISTORY     - 1939     FIRST OBSERVED   CGS
 RM0657  HISTORY     - 1989     GOOD             USPSQD
 RM0657  HISTORY     - 20020615 GOOD             USPSQD
 RM0657  HISTORY     - 20030822 GOOD             USPSQD
 RM0657  HISTORY     - 20050323 GOOD             USPSQD
 RM0657
 RM0657                          STATION DESCRIPTION
 RM0657
 RM0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RM0657'THE TALLER OF TWO RED ROOF SPIRES, WHICH ARE SURMOUNTED BY
 RM0657'GOLD CROSSES, ON THE ST. AMBROSE CATHOLIC CHURCH IN IRONWOOD.
 RM0657'THE CHURCH IS JUST SOUTH OF THE CORNER OF MARKET AND AYER
 RM0657'STREETS AND ON THE EAST SIDE OF MARKET STREET.  SPIRE IS ABOUT
 RM0657'125 FEET ABOVE STREET.
 RM0657'
 RM0657'THE TIP OF THE GOLD CROSS OF THE TALLEST SPIRE WAS OBSERVED
 RM0657'UPON FROM TRIANGULATION STATIONS HURLEY, TANKS, ZION AND
 RM0657'BESSEMER.
 RM0657
 RM0657                          STATION RECOVERY (1989)
 RM0657
 RM0657'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0657'RECOVERED IN GOOD CONDITION.
 RM0657
 RM0657                          STATION RECOVERY (2002)
 RM0657
 RM0657'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0657'RECOVERED IN GOOD CONDITION.
 RM0657
 RM0657                          STATION RECOVERY (2003)
 RM0657
 RM0657'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0657'RECOVERED IN GOOD CONDITION.  CORRECTION-- THE STATION IS AT THE
 RM0657'JUNCTION OF MARQUETTE ST (NOT MARKET ST) AND AYER STREET.  THE CHURCH
 RM0657'IS NOW NAMED 'OUR LADY OF PEACE'.
 RM0657
 RM0657                          STATION RECOVERY (2005)
 RM0657
 RM0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 RM0657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1099 ***********************************************************************
 RJ1099  DESIGNATION -  IROQUOIS USLS 1893
 RJ1099  PID         -  RJ1099
 RJ1099  STATE/COUNTY-  MI/CHIPPEWA
 RJ1099  USGS QUAD   -  DOLLAR SETTLEMENT (1976)
 RJ1099
 RJ1099                         *CURRENT SURVEY CONTROL
 RJ1099  ___________________________________________________________________
 RJ1099* NAD 83(1994)-  46 28 19.93498(N)    084 39 29.25658(W)     ADJUSTED  
 RJ1099* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 RJ1099  ___________________________________________________________________
 RJ1099  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 RJ1099  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ1099
 RJ1099  HORZ ORDER  -  FIRST
 RJ1099
 RJ1099.The horizontal coordinates were established by classical geodetic methods
 RJ1099.and adjusted by the National Geodetic Survey in February 1997..
 RJ1099
 RJ1099.The orthometric height was scaled from a topographic map.
 RJ1099
 RJ1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1099
 RJ1099.The geoid height was determined by GEOID03.
 RJ1099
 RJ1099;                    North         East     Units Scale Factor Converg.
 RJ1099;SPC MI N     -   190,365.012 8,179,817.164   MT  0.99990814   +1 41 33.7
 RJ1099;SPC MI N     -   624,557.13 26,836,670.49   iFT  0.99990814   +1 41 33.7
 RJ1099;UTM  16      - 5,149,179.474   679,785.392   MT  0.99999733   +1 41 54.3
 RJ1099
 RJ1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1099!SPC MI N     -   0.99995726  x   0.99990814  =   0.99986541
 RJ1099!UTM  16      -   0.99995726  x   0.99999733  =   0.99995459
 RJ1099
 RJ1099:                Primary Azimuth Mark                     Grid Az
 RJ1099:SPC MI N     -  ISLE PARISIENNE LH 1943                  343 36 42.5
 RJ1099:UTM  16      -  ISLE PARISIENNE LH 1943                  343 36 21.9
 RJ1099
 RJ1099|---------------------------------------------------------------------|
 RJ1099| PID    Reference Object                     Distance      Geod. Az  |
 RJ1099|                                                           dddmmss.s |
 RJ1099| RJ1137 ISLE PARISIENNE LH 1943             APPROX.19.9 KM 3451816.2 |
 RJ1099|---------------------------------------------------------------------|
 RJ1099
 RJ1099                          SUPERSEDED SURVEY CONTROL
 RJ1099
 RJ1099  NAD 83(1986)-  46 28 19.92667(N)    084 39 29.25424(W) AD(       ) 1
 RJ1099  NAD 27      -  46 28 19.85560(N)    084 39 29.06690(W) AD(       ) 1
 RJ1099
 RJ1099.Superseded values are not recommended for survey control.
 RJ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1099.See file dsdata.txt to determine how the superseded data were derived.
 RJ1099
 RJ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7978549179(NAD 83)
 RJ1099_MARKER: Z = SEE DESCRIPTION
 RJ1099_SETTING: 0 = UNSPECIFIED SETTING
 RJ1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1099
 RJ1099  HISTORY     - Date     Condition        Report By
 RJ1099  HISTORY     - 1893     MONUMENTED       USLS
 RJ1099  HISTORY     - 1921     SEE DESCRIPTION  USLS
 RJ1099  HISTORY     - 1943     GOOD             IBC
 RJ1099  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1099  HISTORY     - 1964     SEE DESCRIPTION  CGS
 RJ1099
 RJ1099                          STATION DESCRIPTION
 RJ1099
 RJ1099'DESCRIBED BY US LAKE SURVEY 1921
 RJ1099'IN T. 47 N., R. 3 W., ON EAST END OF HIGHEST RIDGE OF IROQUOIS POINT.
 RJ1099'MARK IS 3/8-INCH HOLE IN
 RJ1099'STONE, 6 INCHES SQUARE AND 2 FEET LONG, 4 FEET BELOW SURFACE OF
 RJ1099'GROUND.  REFERENCE MARKS ARE TWO
 RJ1099'STONES 4 INCHES SQUARE AND 2 FEET LONG.  ONE IS 50 FEET
 RJ1099'FROM STATION IN AZIMUTH 166 DEG 32 MIN,
 RJ1099'OTHER IS 50 FEET FROM STATION IN AZIMUTH 274 DEG 18 MIN.
 RJ1099
 RJ1099                          STATION RECOVERY (1943)
 RJ1099
 RJ1099'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ1099'STATION RECOVERED AS DESCRIBED.  STATION MARK IS A 3/8-INCH DRILL
 RJ1099'HOLE IN TOP OF A 6-INCH SQUARE CUT STONE BURIED 4 FEET BELOW SURFACE
 RJ1099'OF GROUND.  THE TWO REFERENCE STONE WERE RECOVERED.  THE STONE 50
 RJ1099'FEET DISTANT, N 13 DEG 28 MIN W, IS BROKEN AT THE TOP BUT OTHERWISE
 RJ1099'UNDISTURBED.  OTHER ONE 50 FEET FROM STATION, S 85 DEG 42 MIN E, IS
 RJ1099'IN GOOD CONDITION.  AN 8-INCH CEDAR POST ABOUT 7 FEET LONG MARKS THE
 RJ1099'CENTER OF STATION.
 RJ1099
 RJ1099                          STATION RECOVERY (1949)
 RJ1099
 RJ1099'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1099'STATION RECOVERED IN GOOD CONDITION.  LOCATED 1 MI. SW OF POINT
 RJ1099'IROQUOIS LIGHT
 RJ1099'NEAR THE CENTER OF THE W SIDE OF A TREE-COVERED
 RJ1099'RIDGE WHICH IS THE HIGHEST POINT
 RJ1099'IN THE VICINITY.  MARKED BY A
 RJ1099'3/8-IN. HOLE IN THE 6-IN. SQUARE TOP OF A 2-FT. CUT
 RJ1099'STONE MONUMENT
 RJ1099'4 FT. BELOW GROUND.  A 7-IN. CEDAR POST PROJECTS 3 FT. OVER THE
 RJ1099'STATION.
 RJ1099'
 RJ1099'REFERENCE MONUMENT 1 ON THE E POINT OF THE RIDGE, IS A 2-FT.
 RJ1099'CUT STONE MONUMENT
 RJ1099'WITH A 4- BY 4-IN. TOP PROJECTING 3 IN. ABOVE
 RJ1099'GROUND, AND WITH US CUT IN THE FACE
 RJ1099'TOWARD THE STATION, BEARS
 RJ1099'S 85 DEG 42 MIN E, 50.13 FT.
 RJ1099'
 RJ1099'REFERENCE MONUMENT 2 NEAR THE S POINT OF THE RIDGE, IS A 6-IN.
 RJ1099'CONCRETE POST 2
 RJ1099'FT. LONG WITH A BRONZE DISK SET ON TOP, BEARS S 0 DEG 42 MIN E, 50.86
 RJ1099'FT.
 RJ1099'
 RJ1099'REFERENCE MONUMENT 3 ON THE N POINT OF THE RIDGE, IS SIMILAR
 RJ1099'TO REFERENCE
 RJ1099'MONUMENT 1 EXCEPT 3 IN. HAVE BEEN BROKEN OFF TOP,
 RJ1099'BEARS N 13 DEG 32 MIN W, 49.92
 RJ1099'FT.
 RJ1099'
 RJ1099'TO REACH FROM THE WIASKA RIVER BRIDGE IN BRIMLEY, GO NW ALONG
 RJ1099'THE SHORE ON POINT
 RJ1099'IROQUOIS LAKE SHORE DRIVE FOR 5.4 MI. TO THE
 RJ1099'JUNCTION WITH A ROAD TO THE LEFT,
 RJ1099'TURN LEFT FOR 2.5 MI., GO N FOR
 RJ1099'1 MI. ON FOOT THROUGH THE WOODS TO THE RIDGE AT THE
 RJ1099'HIGHEST POINT.
 RJ1099
 RJ1099                          STATION RECOVERY (1964)
 RJ1099
 RJ1099'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CFO)
 RJ1099'THE STATION AND REFERENCE MONUMENTS 1, 2 AND 3 WERE RECOVERED AS
 RJ1099'DESCRIBED IN THE 1949 RECOVERY
 RJ1099'NOTE BY (U. S. L. S.).
 RJ1099'
 RJ1099'THE 1949 RECOVERY NOTE BY (USLS) ADEQUATELY DESCRIBES THE STATION BUT
 RJ1099'THE TO REACH IS INADEQUATE.  A
 RJ1099'NEW ONE IS GIVEN BELOW.
 RJ1099'
 RJ1099'TO REACH THE STATION FROM THE POST OFFICE IN BRIMLEY, GO NORTH ON
 RJ1099'STATE HIGHWAY 221 FOR 0.4
 RJ1099'MILE TO A JUNCTION WITH LAKE SHORE DRIVE.  TURN LEFT AND GO NORTHWEST
 RJ1099'ON LAKE SHORE DRIVE FOR 5.15
 RJ1099'MILES TO A FORK.  BEAR LEFT AS PER SIGN 2 OVERLOOK FOR 2.45
 RJ1099'MILES TO A WOODS ROAD RIGHT.  TURN RIGHT AND
 RJ1099'GO NORTH ON THE WOODS ROAD FOR 0.5 MILE
 RJ1099'TO AN OPEN AREA.  DRIVE INTO THE OPEN AREA AND MARK A 1/4
 RJ1099'CIRCLE TURN TO THE RIGHT ND TAKE A
 RJ1099'WOODS ROAD NEAR THE NORTHEAST CORNER OF THE OPEN AREA AND GO EAST ON
 RJ1099'THE WOODS ROAD FOR 0.25 MILE TO A
 RJ1099'SMALL CLEARING.  TURN LEFT AND GO NORTH-NORTHEAST ALONG THE
 RJ1099'WEST EDGE OF THE CLEARING TO A WOODS ROAD,
 RJ1099'THENCE NORTHERLY, ON THE WOODS ROAD, FOR 0.25
 RJ1099'MILE TO A POINT WHERE THE ROAD CUTS THROUGH A SANDY RIDGE.
 RJ1099'THIS IS THE END OF TRUCK TRAVEL.
 RJ1099'PACK WESTERLY ALONG THE RIDGE ON A DIM TRAIL FOR APPROXIMATELY 0.3
 RJ1099'MILE TO AN OAK TREE ON THE RIGHT
 RJ1099'WITH A TRIANGULAR BLAZE.  TURN SHARP RIGHT AND GO NORTHEAST FOR
 RJ1099'APPROXIMATELY 100 YARDS TO THE HIGHEST
 RJ1099'POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8117 ***********************************************************************
 AA8117  CBN         -  This is a Cooperative Base Network Control Station.
 AA8117  PACS        -  This is a Primary Airport Control Station.
 AA8117  DESIGNATION -  IRS F
 AA8117  PID         -  AA8117
 AA8117  STATE/COUNTY-  MI/ST JOSEPH
 AA8117  USGS QUAD   -  STURGIS (1982)
 AA8117
 AA8117                         *CURRENT SURVEY CONTROL
 AA8117  ___________________________________________________________________
 AA8117* NAD 83(1994)-  41 48 42.72286(N)    085 25 49.46696(W)     ADJUSTED  
 AA8117* NAVD 88     -       281.44   (meters)     923.4    (feet)  GPS OBS   
 AA8117  ___________________________________________________________________
 AA8117  X           -     379,319.660 (meters)                     COMP
 AA8117  Y           -  -4,746,006.470 (meters)                     COMP
 AA8117  Z           -   4,230,217.517 (meters)                     COMP
 AA8117  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 AA8117  ELLIP HEIGHT-         248.21  (meters)          (07/12/02) GPS OBS
 AA8117  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 AA8117
 AA8117  HORZ ORDER  -  B
 AA8117  ELLP ORDER  -  FOURTH    CLASS II
 AA8117
 AA8117.This mark is at Kirsch Municipal Airport (IRS)
 AA8117
 AA8117.The horizontal coordinates were established by GPS observations
 AA8117.and adjusted by the National Geodetic Survey in September 1995..
 AA8117
 AA8117.The orthometric height was determined by GPS observations and a
 AA8117.high-resolution geoid model.
 AA8117
 AA8117.GPS derived orthometric heights for airport stations designated as
 AA8117.PACS or SACS are published to 2 decimal places.  This maintains
 AA8117.centimeter relative accuracy between the PACS and SACS.  It does
 AA8117.not indicate centimeter accuracy relative to other marks which are
 AA8117.part of the NAVD 88 network.
 AA8117
 AA8117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8117
 AA8117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8117
 AA8117.The ellipsoidal height was determined by GPS observations
 AA8117.and is referenced to NAD 83.
 AA8117
 AA8117.The geoid height was determined by GEOID03.
 AA8117
 AA8117;                    North         East     Units Scale Factor Converg.
 AA8117;SPC MI S     -    35,201.193 3,911,604.369   MT  1.00008065   -0 43 26.1
 AA8117;SPC MI S     -   115,489.48 12,833,347.67   iFT  1.00008065   -0 43 26.1
 AA8117;UTM  16      - 4,630,079.134   630,373.947   MT  0.99980916   +1 02 47.7
 AA8117
 AA8117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8117!SPC MI S     -   0.99996107  x   1.00008065  =   1.00004172
 AA8117!UTM  16      -   0.99996107  x   0.99980916  =   0.99977024
 AA8117
 AA8117                          SUPERSEDED SURVEY CONTROL
 AA8117
 AA8117  ELLIP H (09/20/95)  248.23   (m)                       GP(       ) 1 2
 AA8117
 AA8117.Superseded values are not recommended for survey control.
 AA8117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8117.See file dsdata.txt to determine how the superseded data were derived.
 AA8117
 AA8117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM3037430079(NAD 83)
 AA8117_MARKER: I = METAL ROD
 AA8117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8117_STAMPING: IRS F 1994
 AA8117_MARK LOGO: NGS   
 AA8117_PROJECTION: FLUSH
 AA8117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8117+SATELLITE: SATELLITE OBSERVATIONS - August 05, 1997
 AA8117_ROD/PIPE-DEPTH: 29.3 meters
 AA8117_SLEEVE-DEPTH  : 1.2 meters
 AA8117
 AA8117  HISTORY     - Date     Condition        Report By
 AA8117  HISTORY     - 1994     MONUMENTED       NGS
 AA8117  HISTORY     - 19970805 GOOD             NGS
 AA8117
 AA8117                          STATION DESCRIPTION
 AA8117
 AA8117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8117'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF STURGIS, AT THE
 AA8117'KIRSCH MUNICIPAL AIRPORT, ABOUT 80 M (262.5 FT) SOUTHWEST OF THE
 AA8117'AIRPORT OFFICE, IN A GRASS AREA BOUNDED BY THREE TAXIS AND A LARGE
 AA8117'HANGAR BELONGING TO STURGIS IRON AND METAL COMPANY, IN THE SOUTHEAST
 AA8117'1/4 OF SECTION 35, T 7 S, R 10 W.  OWNERSHIP--CITY OF STURGIS, 130
 AA8117'NORTH NOTTAWA, STURGIS, MI 49091.  ASSISTANT AIRPORT MANAGER (MANAGER
 AA8117'SLOT OPEN) IS BRIAN RILEY, PHONE 616-651-2821.  NO ESCORT REQUIRED. TO
 AA8117'REACH FROM THE JUNCTION U.S.  HIGHWAY 12 AND STATE HIGHWAY 66 IN
 AA8117'STURGIS, GO WEST ON HIGHWAY 12 FOR 0.8 KM (0.50 MI) TO CENTERVILLE
 AA8117'STREET.  TURN RIGHT AND GO NORTH FOR 1.6 KM (1.00 MI) ON CENTERVILLE
 AA8117'STREET TO THE AIRPORT ENTRANCE ROAD ON THE LEFT.  TURN LEFT, WEST, ON
 AA8117'PAVED ROAD FOR 0.12 KM (0.05 MI) TO A GATE AT THE AIRPORT OFFICE. PASS
 AA8117'THROUGH GATE, THEN BEAR LEFT, SOUTHWEST, ACROSS APRON FOR 70 M (229.7
 AA8117'FT) TO THE STATION.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS
 AA8117'21.7 M (71.2 FT) SOUTH OF THE CENTER OF THE MAIN TAXI, 29.3 M (96.1
 AA8117'FT) WEST OF A TAXI CENTER, 33.9 M (111.2 FT) NORTH OF THE NORTHWEST
 AA8117'CORNER OF THE STURGIS IRON AND METAL COMPANY HANGAR, 37.0 M (121.4 FT)
 AA8117'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR, AND 31.9 M
 AA8117'(104.7 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A LONG METAL
 AA8117'HANGAR.
 AA8117
 AA8117                          STATION RECOVERY (1997)
 AA8117
 AA8117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AA8117'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0101 ***********************************************************************
 QL0101  FBN         -  This is a Federal Base Network Control Station.
 QL0101  DESIGNATION -  ISABELLA
 QL0101  PID         -  QL0101
 QL0101  STATE/COUNTY-  MI/DELTA
 QL0101  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0101
 QL0101                         *CURRENT SURVEY CONTROL
 QL0101  ___________________________________________________________________
 QL0101* NAD 83(1994)-  45 53 41.73838(N)    086 36 59.89939(W)     ADJUSTED  
 QL0101* NAVD 88     -       192.881  (meters)     632.81   (feet)  ADJUSTED  
 QL0101  ___________________________________________________________________
 QL0101  X           -     262,435.860 (meters)                     COMP
 QL0101  Y           -  -4,439,072.411 (meters)                     COMP
 QL0101  Z           -   4,557,239.956 (meters)                     COMP
 QL0101  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QL0101  ELLIP HEIGHT-         157.27  (meters)          (06/11/02) GPS OBS
 QL0101  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 QL0101  DYNAMIC HT  -         192.883 (meters)     632.82  (feet)  COMP
 QL0101  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 QL0101
 QL0101  HORZ ORDER  -  B
 QL0101  VERT ORDER  -  FIRST     CLASS 0
 QL0101  ELLP ORDER  -  FOURTH    CLASS I
 QL0101
 QL0101.The horizontal coordinates were established by GPS observations
 QL0101.and adjusted by the National Geodetic Survey in September 1995..
 QL0101
 QL0101.The orthometric height was determined by differential leveling
 QL0101.and adjusted by the National Geodetic Survey in June 1991..
 QL0101
 QL0101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0101
 QL0101.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0101
 QL0101.The ellipsoidal height was determined by GPS observations
 QL0101.and is referenced to NAD 83.
 QL0101
 QL0101.The geoid height was determined by GEOID03.
 QL0101
 QL0101.The dynamic height is computed by dividing the NAVD 88
 QL0101.geopotential number by the normal gravity value computed on the
 QL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0101.degrees latitude (g = 980.6199 gals.).
 QL0101
 QL0101.The modeled gravity was interpolated from observed gravity values.
 QL0101
 QL0101;                    North         East     Units Scale Factor Converg.
 QL0101;SPC MI N     -   123,619.311 8,029,750.270   MT  0.99992591   +0 16 37.5
 QL0101;SPC MI N     -   405,575.17 26,344,325.03   iFT  0.99992591   +0 16 37.5
 QL0101;UTM  16      - 5,082,444.751   529,740.683   MT  0.99961087   +0 16 31.0
 QL0101
 QL0101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0101!SPC MI N     -   0.99997535  x   0.99992591  =   0.99990126
 QL0101!UTM  16      -   0.99997535  x   0.99961087  =   0.99958622
 QL0101
 QL0101|---------------------------------------------------------------------|
 QL0101| PID    Reference Object                     Distance      Geod. Az  |
 QL0101|                                                           dddmmss.s |
 QL0101| QL0100 ISABELLA RM 1                        21.763 METERS 08613     |
 QL0101| QL0103 ISABELLA AZ MK                                     2483759.8 |
 QL0101| QL0102 ISABELLA RM 2                        19.014 METERS 25629     |
 QL0101|---------------------------------------------------------------------|
 QL0101
 QL0101                          SUPERSEDED SURVEY CONTROL
 QL0101
 QL0101  ELLIP H (09/20/95)  157.27   (m)                       GP(       ) 1 2
 QL0101  NAD 83(1986)-  45 53 41.72963(N)    086 36 59.89454(W) AD(       ) 2
 QL0101  NAD 27      -  45 53 41.83000(N)    086 36 59.37200(W) AD(       ) 2
 QL0101  NAVD 88 (09/20/95)  192.88   (m)          632.8    (f) LEVELING    3  
 QL0101  NGVD 29 (??/??/92)  192.87   (m)          632.8    (f) COMPUTED    1 0
 QL0101
 QL0101.Superseded values are not recommended for survey control.
 QL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0101.See file dsdata.txt to determine how the superseded data were derived.
 QL0101
 QL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER2974182445(NAD 83)
 QL0101_MARKER: DS = TRIANGULATION STATION DISK
 QL0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0101_STAMPING: ISABELLE 1954
 QL0101_MARK LOGO: CGS   
 QL0101_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0101+STABILITY: SURFACE MOTION
 QL0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0101+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0101
 QL0101  HISTORY     - Date     Condition        Report By
 QL0101  HISTORY     - 1954     MONUMENTED       CGS
 QL0101  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0101  HISTORY     - 1972     GOOD             NGS
 QL0101  HISTORY     - 19940922 GOOD             NGS
 QL0101  HISTORY     - 20010202 GOOD             MIDT
 QL0101  HISTORY     - 20010717 GOOD             MIDT
 QL0101  HISTORY     - 20020723 GOOD             UPENGN
 QL0101  HISTORY     - 20050201 GOOD             MIDT
 QL0101  HISTORY     - 20060918 GOOD             USPSQD
 QL0101
 QL0101                          STATION DESCRIPTION
 QL0101
 QL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0101'THE STATION IS LOCATED ABOUT 17-1/2 MILES EAST OF RAPID RIVER AND
 QL0101'1/2 MILE WEST OF ISABELLA.  IT
 QL0101'IS 57 FEET NORTH OF THE APPROXIMATE CENTER OF U S HIGHWAY 2, 56 FEET
 QL0101'SOUTH OF THE SOUTH RAIL OF A RAILROAD
 QL0101'TRACK AND 4 FEET WEST OF A WITNESS POST.  THE MARK
 QL0101'PROJECTS 8 INCHES AND THE DISK IS STAMPED ISABELLA
 QL0101'1954.
 QL0101'
 QL0101'REFERENCE MARK NO 1 IS 76 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD
 QL0101'TRACK AND 35 FEET NORTH OF
 QL0101'THE APPROXIMATE CENTER OF U S HIGHWAY 2.  THE MARK PROJECTS 6 INCHES
 QL0101'AND THE DISK IS STAMPED ISABELLA NO
 QL0101'1 1954.
 QL0101'
 QL0101'REFERENCE MARK NO 2 IS 64 FEET NORTH OF THE APPROXIMATE CENTER OF U S
 QL0101'HIGHWAY 2 AND 48 FEET SOUTH
 QL0101'OF THE SOUTH RAIL OF A RAILROAD TRACK.  THE MARK PROJECTS 2 INCHES
 QL0101'AND THE DISK IS STAMPED ISABELLA NO
 QL0101'2 1954.
 QL0101'
 QL0101'AZIMUTH MARK IS 96 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK,
 QL0101'64 FEET NORTH OF THE
 QL0101'APPROXIMATE CENTER OF U S HIGHWAY 2, 45 FEET EAST OF THE APPROXIMATE
 QL0101'CENTER OF A GRADED ROAD, 9 FEET
 QL0101'SOUTHEAST OF A POLE WHICH SUPPORTS A CAUTION LIGHT AND 3 FEET EAST
 QL0101'OF A WITNESS POST.  THE MARK PROJECTS
 QL0101'8 INCHES AND THE DISK IS STAMPED ISABELLA 1954.
 QL0101'
 QL0101'TO REACH FROM THE POST OFFICE IN RAPID RIVER, GO NORTH FOR 0.1 MILE
 QL0101'TO THE JUNCTION OF U S HIGHWAY
 QL0101'2, TURN RIGHT (EAST) ON U S HIGHWAY 2 FOR 17.6 MILES TO THE AZIMUTH
 QL0101'MARK ON THE LEFT.  CONTINUE EAST ON
 QL0101'U S HIGHWAY 2 FOR 0.4 MILE AND THE STATION AS DESCRIBED.
 QL0101'
 QL0101'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 QL0101
 QL0101                          STATION RECOVERY (1972)
 QL0101
 QL0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0101'THE STATION, RM 1 AND RM 2 AND THE AZIMUTH MARK WERE ALL RECOVERED
 QL0101'AND IN GOOD
 QL0101'CONDITION.
 QL0101'
 QL0101'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.35 MILES WEST OF
 QL0101'COOKS
 QL0101
 QL0101                          STATION RECOVERY (1972)
 QL0101
 QL0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0101'7.4 MI W FROM COOKS.
 QL0101'ABOUT 7.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0101'COUNTY ROAD 442 AT COOKS, ABOUT 0.55 MILE WEST OF THE JUNCTION
 QL0101'OF COUNTY ROAD 495 IN THE SMALL COMMUNITY OF ISABELLA, 55 FEET
 QL0101'NORTH OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTH OF THE
 QL0101'SOUTH RAIL OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE MARIE
 QL0101'RAILROAD, 55 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, 40 1/2
 QL0101'FEET SOUTH OF A TELEPHONE POLE, 4 FEET BELOW THE LEVEL OF THE
 QL0101'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 QL0101'ABOVE THE LEVEL OF THE GROUND.  SECTION 2, T 40 N, R 19 W.
 QL0101
 QL0101                          STATION RECOVERY (1994)
 QL0101
 QL0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QL0101'THE STATION IS LOCATED IN QUAD 450864, ABOUT 17.5 MI (28.2 KM) EAST OF
 QL0101'RAPID RIVER, IN ISABELLA, IN A GRASSY AREA BETWEEN U.S.  HIGHWAY 2 AND
 QL0101'THE WISCONSIN CENTRAL RAILROAD, ON HIGHWAY RIGHT-OF-WAY, IN THE
 QL0101'NORTHWEST 1/4 OF SECTION 2, T 40 N, R 19 W, BAY DE NOC TOWNSHIP.
 QL0101'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.  TO REACH THE
 QL0101'STATION FROM THE JUNCTION OF U.S.  HIGHWAY 2 AND COUNTY ROAD 495 (N-7)
 QL0101'IN ISABELLA, GO WEST ON HIGHWAY 2 FOR 0.55 MI (0.89 KM) TO THE STATION
 QL0101'ON RIGHT.  STATION PROJECTS 8 CM ABOVE GROUND.  IT IS 69.7 FT (21.2 M)
 QL0101'SOUTH FROM THE SOUTH RAIL OF MAIN RAILROAD TRACK, 56.2 FT (17.1 M)
 QL0101'NORTH FROM THE CENTERLINE OF HIGHWAY 2, 4.0 FT (1.2 M) SOUTH FROM A
 QL0101'FIBERGLASS WITNESS POST, 1.0 FT (0.3 M) NORTHWEST FROM A METAL WITNESS
 QL0101'POST AND ABOUT 1.5 M (4.9 FT) BELOW THE LEVEL OF THE HIGHWAY.
 QL0101
 QL0101                          STATION RECOVERY (2001)
 QL0101
 QL0101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 QL0101'RECOVERED IN GOOD CONDITION.
 QL0101
 QL0101                          STATION RECOVERY (2001)
 QL0101
 QL0101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (LEW)
 QL0101'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 QL0101'BY NGS.
 QL0101' 
 QL0101'
 QL0101
 QL0101                          STATION RECOVERY (2002)
 QL0101
 QL0101'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2002
 QL0101'RECOVERED IN GOOD CONDITION.
 QL0101
 QL0101                          STATION RECOVERY (2005)
 QL0101
 QL0101'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0101'RECOVERED IN GOOD CONDITION.
 QL0101
 QL0101                          STATION RECOVERY (2006)
 QL0101
 QL0101'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0103 ***********************************************************************
 QL0103  DESIGNATION -  ISABELLA AZ MK
 QL0103  PID         -  QL0103
 QL0103  STATE/COUNTY-  MI/DELTA
 QL0103  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0103
 QL0103                         *CURRENT SURVEY CONTROL
 QL0103  ___________________________________________________________________
 QL0103* NAD 83(1986)-  45 53 34.     (N)    086 37 29.     (W)     SCALED    
 QL0103* NAVD 88     -       193.555  (meters)     635.02   (feet)  ADJUSTED  
 QL0103  ___________________________________________________________________
 QL0103  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 QL0103  DYNAMIC HT  -         193.557 (meters)     635.03  (feet)  COMP
 QL0103  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 QL0103
 QL0103  VERT ORDER  -  FIRST     CLASS 0
 QL0103
 QL0103.The horizontal coordinates were scaled from a topographic map and have
 QL0103.an estimated accuracy of +/- 6 seconds.
 QL0103
 QL0103.The orthometric height was determined by differential leveling
 QL0103.and adjusted by the National Geodetic Survey in June 1991..
 QL0103
 QL0103.The geoid height was determined by GEOID03.
 QL0103
 QL0103.The dynamic height is computed by dividing the NAVD 88
 QL0103.geopotential number by the normal gravity value computed on the
 QL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0103.degrees latitude (g = 980.6199 gals.).
 QL0103
 QL0103.The modeled gravity was interpolated from observed gravity values.
 QL0103
 QL0103;                    North         East    Units  Estimated Accuracy
 QL0103;SPC MI N     -   123,380.    8,029,120.      MT  (+/- 180 meters Scaled)
 QL0103
 QL0103                          SUPERSEDED SURVEY CONTROL
 QL0103
 QL0103  NGVD 29 (??/??/92)  193.54   (m)          635.0    (f) COMPUTED    1 0
 QL0103
 QL0103.Superseded values are not recommended for survey control.
 QL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0103.See file dsdata.txt to determine how the superseded data were derived.
 QL0103
 QL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER291822(NAD 83)
 QL0103_MARKER: DZ = AZIMUTH MARK DISK
 QL0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0103_STAMPING: ISABELLA 1954
 QL0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0103+STABILITY: SURFACE MOTION
 QL0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0103+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0103
 QL0103  HISTORY     - Date     Condition        Report By
 QL0103  HISTORY     - 1954     MONUMENTED       CGS
 QL0103  HISTORY     - 1972     GOOD             NGS
 QL0103  HISTORY     - 20020327 GOOD             MIDT
 QL0103  HISTORY     - 20050201 GOOD             MIDT
 QL0103  HISTORY     - 20060918 GOOD             USPSQD
 QL0103
 QL0103                          STATION DESCRIPTION
 QL0103
 QL0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0103'7.7 MI W FROM COOKS.
 QL0103'ABOUT 7.7 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0103'COUNTY ROAD 442 AT COOKS, 97 FEET NORTHEAST OF THE CENTER OF THE
 QL0103'INTERSECTION OF THE HIGHWAY AND A PAVED ROAD, 63 FEET NORTH OF
 QL0103'THE CENTER LINE OF THE HIGHWAY, 109 1/2 FEET SOUTH OF THE SOUTH
 QL0103'RAIL OF THE MAIN TRACK OF THE MINNEAPOLIS, ST PAUL AND SAULT STE
 QL0103'MARIE RAILROAD, 31 FEET SOUTH OF A TRIPLE TRUNKED 24 INCH PINE
 QL0103'TREE, 42 1/2 FEET EAST OF THE CENTER LINE OF THE PAVED ROAD,
 QL0103'1.5 FEET NORTH OF A METAL WITNESS POST, 2.5 FEET EAST OF A WOODEN
 QL0103'WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN
 QL0103'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL
 QL0103'OF THE GROUND.  SECTION 2, T 40 N, R 19 W.
 QL0103
 QL0103                          STATION RECOVERY (2002)
 QL0103
 QL0103'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0103'RECOVERED IN GOOD CONDITION.
 QL0103
 QL0103                          STATION RECOVERY (2005)
 QL0103
 QL0103'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0103'RECOVERED IN GOOD CONDITION.
 QL0103
 QL0103                          STATION RECOVERY (2006)
 QL0103
 QL0103'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0100 ***********************************************************************
 QL0100  DESIGNATION -  ISABELLA RM 1
 QL0100  PID         -  QL0100
 QL0100  STATE/COUNTY-  MI/DELTA
 QL0100  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0100
 QL0100                         *CURRENT SURVEY CONTROL
 QL0100  ___________________________________________________________________
 QL0100* NAD 83(1986)-  45 53 42.     (N)    086 37 01.     (W)     SCALED    
 QL0100* NAVD 88     -       192.727  (meters)     632.31   (feet)  ADJUSTED  
 QL0100  ___________________________________________________________________
 QL0100  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 QL0100  DYNAMIC HT  -         192.729 (meters)     632.31  (feet)  COMP
 QL0100  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 QL0100
 QL0100  VERT ORDER  -  FIRST     CLASS 0
 QL0100
 QL0100.The horizontal coordinates were scaled from a topographic map and have
 QL0100.an estimated accuracy of +/- 6 seconds.
 QL0100
 QL0100.The orthometric height was determined by differential leveling
 QL0100.and adjusted by the National Geodetic Survey in June 1991..
 QL0100
 QL0100.The geoid height was determined by GEOID03.
 QL0100
 QL0100.The dynamic height is computed by dividing the NAVD 88
 QL0100.geopotential number by the normal gravity value computed on the
 QL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0100.degrees latitude (g = 980.6199 gals.).
 QL0100
 QL0100.The modeled gravity was interpolated from observed gravity values.
 QL0100
 QL0100;                    North         East    Units  Estimated Accuracy
 QL0100;SPC MI N     -   123,630.    8,029,730.      MT  (+/- 180 meters Scaled)
 QL0100
 QL0100                          SUPERSEDED SURVEY CONTROL
 QL0100
 QL0100  NGVD 29 (??/??/92)  192.69   (m)          632.2    (f) COMPUTED    1 0
 QL0100
 QL0100.Superseded values are not recommended for survey control.
 QL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0100.See file dsdata.txt to determine how the superseded data were derived.
 QL0100
 QL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER297824(NAD 83)
 QL0100_MARKER: DR = REFERENCE MARK DISK
 QL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0100_STAMPING: ISABELLA NO 1 1954
 QL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0100+STABILITY: SURFACE MOTION
 QL0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0100+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 QL0100
 QL0100  HISTORY     - Date     Condition        Report By
 QL0100  HISTORY     - 1954     MONUMENTED       CGS
 QL0100  HISTORY     - 1972     GOOD             NGS
 QL0100  HISTORY     - 20050201 GOOD             MIDT
 QL0100
 QL0100                          STATION DESCRIPTION
 QL0100
 QL0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0100'7.4 MI W FROM COOKS.
 QL0100'ABOUT 7.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0100'COUNTY ROAD 442 AT COOKS, 71.4 FEET EAST OF THE STATION MARK
 QL0100'DESCRIBED, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 82
 QL0100'FEET SOUTHWEST OF A TELEPHONE POLE, 89 FEET SOUTH OF THE SOUTH
 QL0100'RAIL OF THE M, ST P. AND S ST. M RAILROAD, 76 FEET SOUTH OF THE
 QL0100'SOUTH RAIL OF A SIDE TRACK, 3 FEET BELOW THE LEVEL OF THE
 QL0100'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST 15 INCHES BELOW
 QL0100'THE LEVEL OF THE GROUND.  SECTION 2, T 40 N, R 19 W.
 QL0100
 QL0100                          STATION RECOVERY (2005)
 QL0100
 QL0100'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0100'MONUMENT IS NOW 18 INCHES BELOW GRADE.  A CARSONITE POST WAS SET AT
 QL0100'THE NORTH EDGE OF THE CONCRETE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0102 ***********************************************************************
 QL0102  DESIGNATION -  ISABELLA RM 2
 QL0102  PID         -  QL0102
 QL0102  STATE/COUNTY-  MI/DELTA
 QL0102  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0102
 QL0102                         *CURRENT SURVEY CONTROL
 QL0102  ___________________________________________________________________
 QL0102* NAD 83(1986)-  45 53 42.     (N)    086 37 01.     (W)     SCALED    
 QL0102* NAVD 88     -       192.973  (meters)     633.11   (feet)  ADJUSTED  
 QL0102  ___________________________________________________________________
 QL0102  GEOID HEIGHT-         -35.62  (meters)                     GEOID03
 QL0102  DYNAMIC HT  -         192.975 (meters)     633.12  (feet)  COMP
 QL0102  MODELED GRAV-     980,621.3   (mgal)                       NAVD 88
 QL0102
 QL0102  VERT ORDER  -  FIRST     CLASS 0
 QL0102
 QL0102.The horizontal coordinates were scaled from a topographic map and have
 QL0102.an estimated accuracy of +/- 6 seconds.
 QL0102
 QL0102.The orthometric height was determined by differential leveling
 QL0102.and adjusted by the National Geodetic Survey in June 1991..
 QL0102
 QL0102.The geoid height was determined by GEOID03.
 QL0102
 QL0102.The dynamic height is computed by dividing the NAVD 88
 QL0102.geopotential number by the normal gravity value computed on the
 QL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0102.degrees latitude (g = 980.6199 gals.).
 QL0102
 QL0102.The modeled gravity was interpolated from observed gravity values.
 QL0102
 QL0102;                    North         East    Units  Estimated Accuracy
 QL0102;SPC MI N     -   123,630.    8,029,730.      MT  (+/- 180 meters Scaled)
 QL0102
 QL0102                          SUPERSEDED SURVEY CONTROL
 QL0102
 QL0102  NGVD 29 (??/??/92)  192.96   (m)          633.1    (f) COMPUTED    1 0
 QL0102
 QL0102.Superseded values are not recommended for survey control.
 QL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0102.See file dsdata.txt to determine how the superseded data were derived.
 QL0102
 QL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER297824(NAD 83)
 QL0102_MARKER: DR = REFERENCE MARK DISK
 QL0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0102_STAMPING: ISABELLA NO 2 1954
 QL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0102+STABILITY: SURFACE MOTION
 QL0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0102+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0102
 QL0102  HISTORY     - Date     Condition        Report By
 QL0102  HISTORY     - 1954     MONUMENTED       CGS
 QL0102  HISTORY     - 1972     GOOD             NGS
 QL0102  HISTORY     - 20050201 GOOD             MIDT
 QL0102  HISTORY     - 20060918 GOOD             USPSQD
 QL0102
 QL0102                          STATION DESCRIPTION
 QL0102
 QL0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0102'7.4 MI W FROM COOKS.
 QL0102'ABOUT 7.35 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0102'COUNTY ROAD 442 AT COOKS, 63 FEET NORTH OF THE CENTER LINE OF THE
 QL0102'HIGHWAY, 61.5 FEET SOUTH OF THE SOUTH RAIL OF THE MINNEAPOLIS,
 QL0102'ST PAUL AND SAULT STE MARIE RAILROAD, 60 1/2 FEET SOUTHWEST OF A
 QL0102'TELEPHONE POLE, 47 1/2 FEET SOUTH OF THE SOUTH RAIL OF A SIDE
 QL0102'TRACK, 62.3 FEET WEST OF THE STATION MARK DESCRIBED, 3 FEET
 QL0102'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 QL0102'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION
 QL0102'2, T 40 N, R 19 W.
 QL0102
 QL0102                          STATION RECOVERY (2005)
 QL0102
 QL0102'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0102'RECOVERED IN GOOD CONDITION.
 QL0102
 QL0102                          STATION RECOVERY (2006)
 QL0102
 QL0102'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0553 ***********************************************************************
 RK0553  DESIGNATION -  ISHPEMING CCIC MICROWAVE
 RK0553  PID         -  RK0553
 RK0553  STATE/COUNTY-  MI/MARQUETTE
 RK0553  USGS QUAD   -  ISHPEMING (1975)
 RK0553
 RK0553                         *CURRENT SURVEY CONTROL
 RK0553  ___________________________________________________________________
 RK0553* NAD 83(1994)-  46 27 46.56037(N)    087 38 41.50044(W)     ADJUSTED  
 RK0553* NAVD 88     -                                                        
 RK0553  ___________________________________________________________________
 RK0553  LAPLACE CORR-          -6.70  (seconds)                    DEFLEC99
 RK0553  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 RK0553
 RK0553  HORZ ORDER  -  THIRD
 RK0553
 RK0553.The horizontal coordinates were established by classical geodetic methods
 RK0553.and adjusted by the National Geodetic Survey in February 1997..
 RK0553
 RK0553
 RK0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0553
 RK0553.The geoid height was determined by GEOID03.
 RK0553
 RK0553;                    North         East     Units Scale Factor Converg.
 RK0553;SPC MI N     -   186,879.679 7,950,470.273   MT  0.99990763   -0 27 58.0
 RK0553;SPC MI N     -   613,122.31 26,084,220.06   iFT  0.99990763   -0 27 58.0
 RK0553;UTM  16      - 5,145,686.665   450,485.017   MT  0.99963014   -0 28 03.0
 RK0553
 RK0553                          SUPERSEDED SURVEY CONTROL
 RK0553
 RK0553  NAD 83(1986)-  46 27 46.55317(N)    087 38 41.49434(W) AD(       ) 4
 RK0553  NAD 27      -  46 27 46.80129(N)    087 38 41.02746(W) AD(       ) 3
 RK0553
 RK0553.Superseded values are not recommended for survey control.
 RK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0553.See file dsdata.txt to determine how the superseded data were derived.
 RK0553
 RK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5048545687(NAD 83)
 RK0553
 RK0553  HISTORY     - Date     Condition        Report By
 RK0553  HISTORY     - 1975     MONUMENTED       NGS
 RK0553
 RK0553                          STATION DESCRIPTION
 RK0553
 RK0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 RK0553'ISHPEMING, CLEVELAND CLIFFS IRON COMPANY, MICROWAVE MAST IS A
 RK0553'TRIANGULAR STEEL STRUCTURE, GUYED, LIGHTED, HAS SEVERAL REFLECTORS
 RK0553'NEAR THE TOP, HAS AN OVERALL HEIGHT OF 300 FEET, AND THE STATION
 RK0553'IS THE LIGHT ATOP THE STRUCTURE.
 RK0553'
 RK0553'THE MAST IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF ISHPEMING ON
 RK0553'THE HIGHEST PART OF A HILL LYING BETWEEN TILDEN LAKE AND LAKE SALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0586 ***********************************************************************
 RK0586  DESIGNATION -  ISHPEMING MATHER MINE TIPL LT
 RK0586  PID         -  RK0586
 RK0586  STATE/COUNTY-  MI/MARQUETTE
 RK0586  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0586
 RK0586                         *CURRENT SURVEY CONTROL
 RK0586  ___________________________________________________________________
 RK0586* NAD 83(1994)-  46 30 09.44247(N)    087 39 06.74399(W)     ADJUSTED  
 RK0586* NAVD 88     -                                                        
 RK0586  ___________________________________________________________________
 RK0586  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 RK0586  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 RK0586
 RK0586  HORZ ORDER  -  THIRD
 RK0586
 RK0586.The horizontal coordinates were established by classical geodetic methods
 RK0586.and adjusted by the National Geodetic Survey in February 1997..
 RK0586
 RK0586
 RK0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0586
 RK0586.The geoid height was determined by GEOID03.
 RK0586
 RK0586;                    North         East     Units Scale Factor Converg.
 RK0586;SPC MI N     -   191,295.444 7,949,967.986   MT  0.99991001   -0 28 16.2
 RK0586;SPC MI N     -   627,609.72 26,082,572.13   iFT  0.99991001   -0 28 16.2
 RK0586;UTM  16      - 5,150,101.215   449,982.989   MT  0.99963075   -0 28 22.4
 RK0586
 RK0586                          SUPERSEDED SURVEY CONTROL
 RK0586
 RK0586  NAD 83(1986)-  46 30 09.43637(N)    087 39 06.73948(W) AD(       ) 4
 RK0586  NAD 27      -  46 30 09.66900(N)    087 39 06.25200(W) AD(       ) 3
 RK0586
 RK0586.Superseded values are not recommended for survey control.
 RK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0586.See file dsdata.txt to determine how the superseded data were derived.
 RK0586
 RK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4998350101(NAD 83)
 RK0586
 RK0586  HISTORY     - Date     Condition        Report By
 RK0586  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0586  HISTORY     - 19990922 MARK NOT FOUND   USPSQD
 RK0586
 RK0586                          STATION DESCRIPTION
 RK0586
 RK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0586'THE STATION IS THE RED LIGHT ATOP THE CLEVELAND-CLIFFS IRON CO.
 RK0586'MATHER MINE A TIPPLE WHICH IS A TALL, GRAY COLORED BUILDING OVER THE
 RK0586'MINE SHAFT.  IT IS IN SECTION 2, T. 47 N., R. 27 W.,
 RK0586'APPROXIMATELY 1 MILE NORTHEAST OF THE CENTER OF THE TOWN OF
 RK0586'ISHPEMING, 1/2 MILE NORTH-NORTHEAST OF THE ISHPEMING
 RK0586'MUNICIPAL TANK AND 0.4 MILE SOUTH OF U.S. HIGHWAY 41.
 RK0586
 RK0586                          STATION RECOVERY (1999)
 RK0586
 RK0586'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0542 ***********************************************************************
 RK0542  DESIGNATION -  ISHPEMING MUNICIPAL TANK
 RK0542  PID         -  RK0542
 RK0542  STATE/COUNTY-  MI/MARQUETTE
 RK0542  USGS QUAD   -  ISHPEMING (1975)
 RK0542
 RK0542                         *CURRENT SURVEY CONTROL
 RK0542  ___________________________________________________________________
 RK0542* NAD 83(1994)-  46 29 45.31459(N)    087 39 20.76373(W)     ADJUSTED  
 RK0542* NAVD 88     -                                                        
 RK0542  ___________________________________________________________________
 RK0542  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 RK0542  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 RK0542
 RK0542  HORZ ORDER  -  THIRD
 RK0542
 RK0542.The horizontal coordinates were established by classical geodetic methods
 RK0542.and adjusted by the National Geodetic Survey in February 1997..
 RK0542
 RK0542
 RK0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0542
 RK0542.The geoid height was determined by GEOID03.
 RK0542
 RK0542;                    North         East     Units Scale Factor Converg.
 RK0542;SPC MI N     -   190,552.980 7,949,662.932   MT  0.99990958   -0 28 26.3
 RK0542;SPC MI N     -   625,173.82 26,081,571.30   iFT  0.99990958   -0 28 26.3
 RK0542;UTM  16      - 5,149,358.966   449,677.999   MT  0.99963113   -0 28 32.4
 RK0542
 RK0542                          SUPERSEDED SURVEY CONTROL
 RK0542
 RK0542  NAD 83(1986)-  46 29 45.30850(N)    087 39 20.75915(W) AD(       ) 4
 RK0542  NAD 27      -  46 29 45.54100(N)    087 39 20.27200(W) AD(       ) 3
 RK0542
 RK0542.Superseded values are not recommended for survey control.
 RK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0542.See file dsdata.txt to determine how the superseded data were derived.
 RK0542
 RK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4967849359(NAD 83)
 RK0542_MARKER: 53 = ELEVATED TANK
 RK0542
 RK0542  HISTORY     - Date     Condition        Report By
 RK0542  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0542  HISTORY     - 19910622 GOOD             USPSQD
 RK0542  HISTORY     - 19990821 GOOD             USPSQD
 RK0542  HISTORY     - 20041009 GOOD             USPSQD
 RK0542
 RK0542                          STATION DESCRIPTION
 RK0542
 RK0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0542'THE STATION IS THE LARGE SILVER COLORED BALL ON THE CENTER OF THE TOP
 RK0542'OF THE LARGE ROUND SILVER COLORED TANK SETTING ON THE GROUND ON A
 RK0542'BARE HILL IN THE NORTHEASTERN PART OF THE TOWN OF ISHPEMING.  IT IS
 RK0542'APPROXIMATELY ON THE LINE BETWEEN SECTIONS 2 AND 3 IN T. 47 N.,
 RK0542'R. 27 W.
 RK0542
 RK0542                          STATION RECOVERY (1991)
 RK0542
 RK0542'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0542'RECOVERED IN GOOD CONDITION.
 RK0542
 RK0542                          STATION RECOVERY (1999)
 RK0542
 RK0542'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0542'RECOVERED IN GOOD CONDITION.
 RK0542
 RK0542                          STATION RECOVERY (2004)
 RK0542
 RK0542'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0542'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0585 ***********************************************************************
 RK0585  DESIGNATION -  ISHPEMING WJPD RADIO MAST
 RK0585  PID         -  RK0585
 RK0585  STATE/COUNTY-  MI/MARQUETTE
 RK0585  USGS QUAD   -  NEGAUNEE SW (1975)
 RK0585
 RK0585                         *CURRENT SURVEY CONTROL
 RK0585  ___________________________________________________________________
 RK0585* NAD 83(1994)-  46 30 13.29580(N)    087 40 21.18473(W)     ADJUSTED  
 RK0585* NAVD 88     -                                                        
 RK0585  ___________________________________________________________________
 RK0585  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 RK0585  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 RK0585
 RK0585  HORZ ORDER  -  THIRD
 RK0585
 RK0585.The horizontal coordinates were established by classical geodetic methods
 RK0585.and adjusted by the National Geodetic Survey in February 1997..
 RK0585
 RK0585
 RK0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0585
 RK0585.The geoid height was determined by GEOID03.
 RK0585
 RK0585;                    North         East     Units Scale Factor Converg.
 RK0585;SPC MI N     -   191,427.671 7,948,381.974   MT  0.99991008   -0 29 10.0
 RK0585;SPC MI N     -   628,043.54 26,077,368.68   iFT  0.99991008   -0 29 10.0
 RK0585;UTM  16      - 5,150,233.453   448,397.423   MT  0.99963273   -0 29 16.4
 RK0585
 RK0585                          SUPERSEDED SURVEY CONTROL
 RK0585
 RK0585  NAD 83(1986)-  46 30 13.28965(N)    087 40 21.18001(W) AD(       ) 4
 RK0585  NAD 27      -  46 30 13.52300(N)    087 40 20.69100(W) AD(       ) 3
 RK0585
 RK0585.Superseded values are not recommended for survey control.
 RK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0585.See file dsdata.txt to determine how the superseded data were derived.
 RK0585
 RK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS4839750233(NAD 83)
 RK0585_MARKER: 42 = RADIO/TV MAST
 RK0585
 RK0585  HISTORY     - Date     Condition        Report By
 RK0585  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0585  HISTORY     - 19990922 GOOD             USPSQD
 RK0585  HISTORY     - 20041009 GOOD             USPSQD
 RK0585
 RK0585                          STATION DESCRIPTION
 RK0585
 RK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0585'THE STATION IS THE FLASHING RED LIGHT ATOP THE 200 FOOT METAL TOWER
 RK0585'LOCATED AT THE NORTHWEST EDGE OF ISHPEMING ABOUT 0.1 MILE NORTH OF
 RK0585'U.S. HIGHWAY 41.
 RK0585
 RK0585                          STATION RECOVERY (1999)
 RK0585
 RK0585'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0585'RECOVERED IN GOOD CONDITION.
 RK0585
 RK0585                          STATION RECOVERY (2004)
 RK0585
 RK0585'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0585'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SZ0037 ***********************************************************************
 SZ0037  DESIGNATION -  ISLE ROYALE EAST
 SZ0037  PID         -  SZ0037
 SZ0037  STATE/COUNTY-  MI/KEWEENAW
 SZ0037  USGS QUAD   -  BELLE HARBOR (1985)
 SZ0037
 SZ0037                         *CURRENT SURVEY CONTROL
 SZ0037  ___________________________________________________________________
 SZ0037* NAD 83(1994)-  48 07 43.19203(N)    088 33 37.68305(W)     ADJUSTED  
 SZ0037* NAVD 88     -       327.     (meters)    1073.     (feet)  SCALED    
 SZ0037  ___________________________________________________________________
 SZ0037  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 SZ0037  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 SZ0037
 SZ0037  HORZ ORDER  -  FIRST
 SZ0037
 SZ0037.The horizontal coordinates were established by classical geodetic methods
 SZ0037.and adjusted by the National Geodetic Survey in February 1997..
 SZ0037
 SZ0037.The orthometric height was scaled from a topographic map.
 SZ0037
 SZ0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 SZ0037
 SZ0037.The geoid height was determined by GEOID03.
 SZ0037
 SZ0037;                    North         East     Units Scale Factor Converg.
 SZ0037;SPC MI N     -   373,029.847 7,883,797.559   MT  1.00042490   -1 07 40.4
 SZ0037;SPC MI N     - 1,223,851.20 25,865,477.56   iFT  1.00042490   -1 07 40.4
 SZ0037;UTM  16      - 5,331,778.462   383,887.422   MT  0.99976566   -1 09 43.6
 SZ0037
 SZ0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 SZ0037!SPC MI N     -   0.99995426  x   1.00042490  =   1.00037914
 SZ0037!UTM  16      -   0.99995426  x   0.99976566  =   0.99971993
 SZ0037
 SZ0037:                Primary Azimuth Mark                     Grid Az
 SZ0037:SPC MI N     -  MCKAY                                    295 24 24.1
 SZ0037:UTM  16      -  MCKAY                                    295 26 27.3
 SZ0037
 SZ0037|---------------------------------------------------------------------|
 SZ0037| PID    Reference Object                     Distance      Geod. Az  |
 SZ0037|                                                           dddmmss.s |
 SZ0037| SZ0061 MCKAY                               APPROX.59.0 KM 2941643.7 |
 SZ0037|---------------------------------------------------------------------|
 SZ0037
 SZ0037                          SUPERSEDED SURVEY CONTROL
 SZ0037
 SZ0037  NAD 83(1986)-  48 07 43.14785(N)    088 33 37.60670(W) AD(       ) 1
 SZ0037  NAD 27      -  48 07 43.61200(N)    088 33 37.36400(W) AD(       ) 1
 SZ0037
 SZ0037.Superseded values are not recommended for survey control.
 SZ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SZ0037.See file dsdata.txt to determine how the superseded data were derived.
 SZ0037
 SZ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16UCU8388731778(NAD 83)
 SZ0037_MARKER: V = STONE MONUMENT
 SZ0037_SETTING: 66 = SET IN ROCK OUTCROP
 SZ0037_SP_SET: PARTIALLY EXPOSED BEDROCK
 SZ0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SZ0037
 SZ0037  HISTORY     - Date     Condition        Report By
 SZ0037  HISTORY     - 1869     MONUMENTED       USLS
 SZ0037  HISTORY     - 1906     SEE DESCRIPTION  CGS
 SZ0037
 SZ0037                          STATION DESCRIPTION
 SZ0037
 SZ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1906
 SZ0037'NEAR EAST END OF ISLE ROYALE, AND ABOUT 1-1/2 MILES NORTH OF
 SZ0037'OLD MINING COMPANYS LANDING AT ROCK HARBOR.  STATION ORIGINALLY
 SZ0037'MARKED BY STONE POST.  IN 1906 IT WAS REPORTED THAT STATION WAS
 SZ0037'MARKED BY COPPER BOLT IN BEDROCK.  ISLE ROYALE EAST (U.S.L.S.)
 SZ0037'LATITUDE STATION IS DISTANT 26.82 METERS (88.0 FEET) FROM
 SZ0037'STATION N 87 DEG 17 MIN E.  CROSS IN 4-INCH
 SZ0037'CIRCLE CUT IN LARGE BOULDER BEARS N. 18 DEG 44 MIN E. FROM
 SZ0037'STATION AND IS DISTANT 7.33 FEET.  FROM CROSS, STATION IS
 SZ0037'S. 18 DEG 44 MIN W. WHEN THUNDER CAPE LIGHTHOUSE IS N. 55 DEG
 SZ0037'23 MIN W.  LAKE SURVEY RECORDS ALSO CALL THIS STATION ISLE
 SZ0037'ROYALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0720 ***********************************************************************
 QK0720  DESIGNATION -  ISLE ST MARTIN USLS 1919
 QK0720  PID         -  QK0720
 QK0720  STATE/COUNTY-  MI/MACKINAC
 QK0720  USGS QUAD   -  ST MARTIN ISLAND (1964)
 QK0720
 QK0720                         *CURRENT SURVEY CONTROL
 QK0720  ___________________________________________________________________
 QK0720* NAD 83(1994)-  45 58 11.71014(N)    084 34 28.03469(W)     ADJUSTED  
 QK0720* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0720  ___________________________________________________________________
 QK0720  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 QK0720  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 QK0720
 QK0720  HORZ ORDER  -  FIRST
 QK0720
 QK0720.The horizontal coordinates were established by classical geodetic methods
 QK0720.and adjusted by the National Geodetic Survey in February 1997..
 QK0720
 QK0720.The orthometric height was scaled from a topographic map.
 QK0720
 QK0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0720
 QK0720.The geoid height was determined by GEOID03.
 QK0720
 QK0720;                    North         East     Units Scale Factor Converg.
 QK0720;SPC MI N     -   134,757.776 8,187,947.816   MT  0.99991791   +1 45 11.4
 QK0720;SPC MI N     -   442,118.69 26,863,345.85   iFT  0.99991791   +1 45 11.4
 QK0720;UTM  16      - 5,093,565.979   687,915.556   MT  1.00003413   +1 44 39.9
 QK0720
 QK0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0720!SPC MI N     -   0.99997785  x   0.99991791  =   0.99989576
 QK0720!UTM  16      -   0.99997785  x   1.00003413  =   1.00001198
 QK0720
 QK0720:                Primary Azimuth Mark                     Grid Az
 QK0720:SPC MI N     -  JAMIESON USLS 1919                       327 51 36.1
 QK0720:UTM  16      -  JAMIESON USLS 1919                       327 52 07.6
 QK0720
 QK0720|---------------------------------------------------------------------|
 QK0720| PID    Reference Object                     Distance      Geod. Az  |
 QK0720|                                                           dddmmss.s |
 QK0720| RJ1106 JAMIESON USLS 1919                  APPROX. 9.1 KM 3293647.5 |
 QK0720|---------------------------------------------------------------------|
 QK0720
 QK0720                          SUPERSEDED SURVEY CONTROL
 QK0720
 QK0720  NAD 83(1986)-  45 58 11.70247(N)    084 34 28.03240(W) AD(       ) 1
 QK0720  NAD 27      -  45 58 11.65800(N)    084 34 27.87700(W) AD(       ) 1
 QK0720
 QK0720.Superseded values are not recommended for survey control.
 QK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0720.See file dsdata.txt to determine how the superseded data were derived.
 QK0720
 QK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8791693566(NAD 83)
 QK0720_MARKER: Z = SEE DESCRIPTION
 QK0720_SETTING: 0 = UNSPECIFIED SETTING
 QK0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0720
 QK0720  HISTORY     - Date     Condition        Report By
 QK0720  HISTORY     - 1919     MONUMENTED       USLS
 QK0720
 QK0720                          STATION DESCRIPTION
 QK0720
 QK0720'DESCRIBED BY US LAKE SURVEY 1919
 QK0720'ON NORTH SIDE OF ST. MARTIN ISLAND, IN ST. MARTIN BAY, ABOUT 25 FEET
 QK0720'FROM EDGE OF BEACH, ON HIGH
 QK0720'LAND NORTH OF LONG NARROW BAY AND SWAMP, 52 FEET NORTHEAST OF
 QK0720'BLAZED 8-INCH CEDAR TREE, AND 27
 QK0720'FEET EAST OF BLAZED 7-INCH CEDAR TREE.  MARKED
 QK0720'BY SPIKE IN CONCRETE MONUMENT PROJECTING 2 INCHES
 QK0720'ABOVE SURFACE OF GROUND, AND MARKED U.S. 1919.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0597 ***********************************************************************
 RK0597  DESIGNATION -  IVES
 RK0597  PID         -  RK0597
 RK0597  STATE/COUNTY-  MI/MARQUETTE
 RK0597  USGS QUAD   -  IVES HILL (1984)
 RK0597
 RK0597                         *CURRENT SURVEY CONTROL
 RK0597  ___________________________________________________________________
 RK0597* NAD 83(1994)-  46 49 25.71977(N)    087 50 05.39375(W)     ADJUSTED  
 RK0597* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 RK0597  ___________________________________________________________________
 RK0597  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 RK0597  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 RK0597
 RK0597  HORZ ORDER  -  FIRST
 RK0597
 RK0597.The horizontal coordinates were established by classical geodetic methods
 RK0597.and adjusted by the National Geodetic Survey in February 1997..
 RK0597
 RK0597.The orthometric height was scaled from a topographic map.
 RK0597
 RK0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0597
 RK0597.The geoid height was determined by GEOID03.
 RK0597
 RK0597;                    North         East     Units Scale Factor Converg.
 RK0597;SPC MI N     -   227,127.143 7,936,302.181   MT  0.99994701   -0 36 12.3
 RK0597;SPC MI N     -   745,167.79 26,037,736.81   iFT  0.99994701   -0 36 12.3
 RK0597;UTM  16      - 5,185,923.488   436,323.249   MT  0.99964984   -0 36 31.8
 RK0597
 RK0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0597!SPC MI N     -   0.99993200  x   0.99994701  =   0.99987901
 RK0597!UTM  16      -   0.99993200  x   0.99964984  =   0.99958186
 RK0597
 RK0597|---------------------------------------------------------------------|
 RK0597| PID    Reference Object                     Distance      Geod. Az  |
 RK0597|                                                           dddmmss.s |
 RK0597| CJ3137 IVES WM                               4.309 METERS 02635     |
 RK0597| CJ3135 IVES RM 1                            15.320 METERS 02942     |
 RK0597| RK0579 BIG BAY POINT LIGHT                 APPROX.11.9 KM 0803023.9 |
 RK0597| RK0580 BAY POINT                           APPROX.12.0 KM 0803459.7 |
 RK0597| RK0493 GRANITE ISLAND LIGHTHOUSE           APPROX.34.3 KM 1092300.3 |
 RK0597| CJ3136 IVES RM 2                            11.265 METERS 31023     |
 RK0597| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.19.9 KM 3210835.0 |
 RK0597|---------------------------------------------------------------------|
 RK0597
 RK0597                          SUPERSEDED SURVEY CONTROL
 RK0597
 RK0597  NAD 83(1986)-  46 49 25.71100(N)    087 50 05.38751(W) AD(       ) 1
 RK0597  NAD 27      -  46 49 25.98800(N)    087 50 04.92200(W) AD(       ) 1
 RK0597
 RK0597.Superseded values are not recommended for survey control.
 RK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0597.See file dsdata.txt to determine how the superseded data were derived.
 RK0597
 RK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3632385923(NAD 83)
 RK0597_MARKER: DS = TRIANGULATION STATION DISK
 RK0597_SETTING: 66 = SET IN ROCK OUTCROP
 RK0597
 RK0597  HISTORY     - Date     Condition        Report By
 RK0597  HISTORY     - 1955     MONUMENTED       CGS
 RK0597  HISTORY     - 1977     GOOD             NGS
 RK0597
 RK0597                          STATION DESCRIPTION
 RK0597
 RK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0597'THE STATION IS LOCATED ABOUT 5 MILES WEST OF THE TOWN OF BIG BAY, 1
 RK0597'MILE SOUTHEAST OF IVES LAKE ON THE HIGHEST POINT OF A WOODED HILL AT
 RK0597'THE LOCATION OF AN ABANDONED LOOKOUT TOWER AND U.S. LAKE SURVEY
 RK0597'TRIANGULATION STATION IVES HILL 1872.  IT IS IN SECTION 10,
 RK0597'T.51N., R.28W.
 RK0597'
 RK0597'TO REACH THE STATION FROM THE JUNCTION OF MARQUETTE COUNTY HIGHWAYS
 RK0597'510 AND 550, WHICH IS ABOUT 2 MILES SOUTHEAST OF BAY POINT, GO
 RK0597'SOUTHWEST ON HIGHWAY 510 FOR 2.7 MILES TO A ROAD RIGHT.  TURN
 RK0597'RIGHT, GO WESTERLY 4.2 MILES TO WHERE GRAVEL ROAD TURNS LEFT AND A
 RK0597'TRACK CONTINUES STRAIGHT AHEAD.  CONTINUE STRAIGHT AHEAD ON
 RK0597'TRACK ROAD THROUGH WOODS 0.6 MILE TO THE END OF TRUCK TRAVEL AT
 RK0597'A CABIN ON THE SOUTH BANK OF A CREEK.  FROM CABIN FOLLOW TRAIL
 RK0597'WEST ABOUT 300 YARDS TO A FOOT BRIDGE OVER CREEK.  CROSS CREEK AND
 RK0597'FOLLOW TRAIL NORTHWESTERLY ABOUT 150 YARDS.  LEAVE TRAIL
 RK0597'AND FOLLOW TREE BLAZES NORTHERLY APPROXIMATELY 1 MILE TO TOP OF
 RK0597'HILL AND STATION.
 RK0597'
 RK0597'THE STATION MARK, A STANDARD DISK STAMPED IVES 1955 IS CEMENTED IN A
 RK0597'DRILL HOLE IN OUTCROPPING BEDROCK 20 FEET EAST AND ABOUT 1 FOOT
 RK0597'LOWER THAN THE HIGHEST POINT OF THE OUTCROPPING BEDROCK, 11.6 FEET
 RK0597'SOUTHEAST OF THE SOUTHWEST ANCHOR LEG OF THE ABANDONED LOOKOUT TOWER
 RK0597'AND 11.5 FEET SOUTHWEST OF THE SOUTHEAST ANCHOR LEG.
 RK0597'
 RK0597'REFERENCE MARK 1, A STANDARD DISK STAMPED IVES NO 1 1955 IS CEMENTED
 RK0597'IN A DRILL HOLE IN OUTCROPPING BEDROCK 29 FEET NORTHEAST OF THE
 RK0597'NORTHEAST ANCHOR LEG OF THE ABANDONED LOOKOUT TOWER AND ABOUT 3
 RK0597'FEET LOWER THAN THE STATION MARK.
 RK0597'
 RK0597'REFERENCE MARK 2, A STANDARD DISK STAMPED IVES NO 2 1955 IS CEMENTED
 RK0597'IN A DRILL HOLE IN OUTCROPPING BEDROCK 23 FEET WEST-NORTHWEST OF THE
 RK0597'NORTHWEST ANCHOR LEG OF THE ABANDONED LOOKOUT TOWER AND ABOUT THE
 RK0597'SAME ELEVATION AS THE STATION MARK.
 RK0597'
 RK0597'THE WITNESS MARK IS A SMALL HOLE SURROUNDED BY A TRIANGLE AND THE
 RK0597'LETTERS US CUT IN OUTCROPPING BEDROCK.
 RK0597'
 RK0597'NO AZIMUTH MARK WAS ESTABLISHED.
 RK0597'
 RK0597'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 RK0597
 RK0597                          STATION RECOVERY (1977)
 RK0597
 RK0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0597'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND IN GOOD
 RK0597'CONDITION, THE FIRE TOWER IS NO LONGER ERECTED THE BASE OF LOOKOUT
 RK0597'LEGS ARE STILL IN TACK.  A NEW TO REACH FOLLOWS.
 RK0597'
 RK0597'TO REACH FROM THE COMMUNITY UNITED PRESBYTERIAN CHURCH IN BIG BAY, GO
 RK0597'WEST-NORTHWEST ON SURFACED ROAD FOR 4.75 MILE TO A GUARD GATE ON THE
 RK0597'LEFT AND A LOCKED GATE, (HURON MTN. CLUB), PASS THROUGH GATE AND
 RK0597'FOLLOW MAIN ROAD FOR 0.4 MILE TO A FORK AND SIGN (IVES LAKE--HURON
 RK0597'CLUB, CONWAY LAKE).  KEEP LEFT FORK AND GO FOR 1.45 MILE TO A
 RK0597'FORK.  KEEP LEFT FORK AND GO FOR 1.05 MILE TO A TRACK SIDE ROAD
 RK0597'LEFT.  TURN LEFT ON TRACK ROAD AND GO FOR 0.25 MILE TO A FORK.
 RK0597'KEEP LEFT FORK AND GO FOR 0.8 MILE TO THE END OF TRUCK TRAVEL, FROM
 RK0597'HERE PACK WESTERLY FOR ABOUT 300 YARDS TO A CREEK AND A FOOT
 RK0597'BRIDGE, CROSS CREEK AND FOLLOW DIM TRAIL FOR ABOUT 150 YARDS,
 RK0597'LEAVE TRAIL UP STEEP HILL TO STATION ABOUT 1 MILE PACK TO STATION
 RK0597'SITE.  ALL MARKS ARE SET IN DRILL HOLES IN OUT CROPPING BEDROCK.
 RK0597'
 RK0597'STATION IS ON THE PROPERTY OF THE HURON MTN. CLUB.
 RK0597'
 RK0597'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5 MILES WEST
 RK0597'OF BIG BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0598 ***********************************************************************
 RK0598  DESIGNATION -  IVES HILL USLS 1872
 RK0598  PID         -  RK0598
 RK0598  STATE/COUNTY-  MI/MARQUETTE
 RK0598  USGS QUAD   -  IVES HILL (1984)
 RK0598
 RK0598                         *CURRENT SURVEY CONTROL
 RK0598  ___________________________________________________________________
 RK0598* NAD 83(1994)-  46 49 25.86738(N)    087 50 05.48802(W)     ADJUSTED  
 RK0598* NAVD 88     -       469.     (meters)    1539.     (feet)  SCALED    
 RK0598  ___________________________________________________________________
 RK0598  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 RK0598  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 RK0598
 RK0598  HORZ ORDER  -  FIRST
 RK0598
 RK0598.The horizontal coordinates were established by classical geodetic methods
 RK0598.and adjusted by the National Geodetic Survey in February 1997..
 RK0598
 RK0598.The orthometric height was scaled from a topographic map.
 RK0598
 RK0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0598
 RK0598.The geoid height was determined by GEOID03.
 RK0598
 RK0598;                    North         East     Units Scale Factor Converg.
 RK0598;SPC MI N     -   227,131.722 7,936,300.231   MT  0.99994701   -0 36 12.3
 RK0598;SPC MI N     -   745,182.81 26,037,730.42   iFT  0.99994701   -0 36 12.3
 RK0598;UTM  16      - 5,185,928.065   436,321.300   MT  0.99964984   -0 36 31.8
 RK0598
 RK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0598!SPC MI N     -   0.99993200  x   0.99994701  =   0.99987901
 RK0598!UTM  16      -   0.99993200  x   0.99964984  =   0.99958186
 RK0598
 RK0598:                Primary Azimuth Mark                     Grid Az
 RK0598:SPC MI N     -  HURON MOUNTAINS USLS 1871                313 08 14.8
 RK0598:UTM  16      -  HURON MOUNTAINS USLS 1871                313 08 34.3
 RK0598
 RK0598|---------------------------------------------------------------------|
 RK0598| PID    Reference Object                     Distance      Geod. Az  |
 RK0598|                                                           dddmmss.s |
 RK0598| RK0602 HURON MOUNTAINS USLS 1871           APPROX. 9.0 KM 3123202.5 |
 RK0598|---------------------------------------------------------------------|
 RK0598
 RK0598                          SUPERSEDED SURVEY CONTROL
 RK0598
 RK0598  NAD 83(1986)-  46 49 25.86110(N)    087 50 05.47401(W) AD(       ) 1
 RK0598  NAD 27      -  46 49 26.13000(N)    087 50 05.01000(W) AD(       ) 1
 RK0598
 RK0598.Superseded values are not recommended for survey control.
 RK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0598.See file dsdata.txt to determine how the superseded data were derived.
 RK0598
 RK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3632185928(NAD 83)
 RK0598_MARKER: N = NAIL
 RK0598_SETTING: 0 = UNSPECIFIED SETTING
 RK0598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0598
 RK0598  HISTORY     - Date     Condition        Report By
 RK0598  HISTORY     - 1872     MONUMENTED       CGS
 RK0598  HISTORY     - 1955     MARK NOT FOUND   CGS
 RK0598
 RK0598                          STATION DESCRIPTION
 RK0598
 RK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1872
 RK0598'ABOUT 4 MILES SOUTHEAST OF MOUTH OF PINE RIVER, ABOUT 1/2 MILE EAST
 RK0598'OF IVES LAKE, ON ONE OF HURON MOUNTAINS.  MARKED BY NAIL LEADED INTO
 RK0598'SOLID SURFACE ROCK.  WITNESS MARKS ARE THREE SMALL TRIANGLES CUT
 RK0598'IN ROCK, EACH 11 FEET 2 INCHES FROM STATION, ONE SOUTH, ONE WEST,
 RK0598'AND ONE EAST.
 RK0598
 RK0598                          STATION RECOVERY (1955)
 RK0598
 RK0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0598'AN EXTENSIVE SEARCH FAILED TO RECOVER THE STATION AND TWO OF THE
 RK0598'THREE WITNESS MARKS.  ONE OF THE WITNESS MARKS WAS RECOVERED AND BY
 RK0598'ITS LOCATION IT IS BELIEVED THE OTHER MARKS WERE DESTROYED WHEN
 RK0598'THE LOOKOUT TOWER WAS CONSTRUCTED.
 RK0598'
 RK0598'TRIANGULATION STATION IVES 1955 WAS ESTABLISHED 14 FEET SOUTHWEST OF
 RK0598'THE WITNESS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8109 ***********************************************************************
 AA8109  CBN         -  This is a Cooperative Base Network Control Station.
 AA8109  PACS        -  This is a Primary Airport Control Station.
 AA8109  DESIGNATION -  IWD E
 AA8109  PID         -  AA8109
 AA8109  STATE/COUNTY-  MI/GOGEBIC
 AA8109  USGS QUAD   -  PINE LAKE (1973)
 AA8109
 AA8109                         *CURRENT SURVEY CONTROL
 AA8109  ___________________________________________________________________
 AA8109* NAD 83(1994)-  46 31 29.53520(N)    090 08 02.78147(W)     ADJUSTED  
 AA8109* NAVD 88     -       374.57   (meters)    1228.9    (feet)  GPS OBS   
 AA8109  ___________________________________________________________________
 AA8109  X           -     -10,290.171 (meters)                     COMP
 AA8109  Y           -  -4,396,391.346 (meters)                     COMP
 AA8109  Z           -   4,605,832.603 (meters)                     COMP
 AA8109  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AA8109  ELLIP HEIGHT-         343.90  (meters)          (07/12/02) GPS OBS
 AA8109  GEOID HEIGHT-         -30.64  (meters)                     GEOID03
 AA8109
 AA8109  HORZ ORDER  -  B
 AA8109  ELLP ORDER  -  FOURTH    CLASS II
 AA8109
 AA8109.This mark is at Gogebic County Airport (IWD)
 AA8109
 AA8109.The horizontal coordinates were established by GPS observations
 AA8109.and adjusted by the National Geodetic Survey in September 1995..
 AA8109
 AA8109.The orthometric height was determined by GPS observations and a
 AA8109.high-resolution geoid model.
 AA8109
 AA8109.GPS derived orthometric heights for airport stations designated as
 AA8109.PACS or SACS are published to 2 decimal places.  This maintains
 AA8109.centimeter relative accuracy between the PACS and SACS.  It does
 AA8109.not indicate centimeter accuracy relative to other marks which are
 AA8109.part of the NAVD 88 network.
 AA8109
 AA8109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8109
 AA8109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8109
 AA8109.The ellipsoidal height was determined by GPS observations
 AA8109.and is referenced to NAD 83.
 AA8109
 AA8109.The geoid height was determined by GEOID03.
 AA8109
 AA8109;                    North         East     Units Scale Factor Converg.
 AA8109;SPC MI N     -   198,315.353 7,759,611.526   MT  0.99991156   -2 15 55.1
 AA8109;SPC MI N     -   650,640.92 25,458,043.06   iFT  0.99991156   -2 15 55.1
 AA8109;UTM  15      - 5,156,357.684   719,800.396   MT  1.00019389   +2 04 49.9
 AA8109
 AA8109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8109!SPC MI N     -   0.99994609  x   0.99991156  =   0.99985766
 AA8109!UTM  15      -   0.99994609  x   1.00019389  =   1.00013997
 AA8109
 AA8109                          SUPERSEDED SURVEY CONTROL
 AA8109
 AA8109  ELLIP H (09/20/95)  343.99   (m)                       GP(       ) 1 2
 AA8109
 AA8109.Superseded values are not recommended for survey control.
 AA8109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8109.See file dsdata.txt to determine how the superseded data were derived.
 AA8109
 AA8109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM1980056358(NAD 83)
 AA8109_MARKER: I = METAL ROD
 AA8109_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8109_STAMPING: IWD E 1994
 AA8109_MARK LOGO: NGS   
 AA8109_PROJECTION: FLUSH
 AA8109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8109+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2003
 AA8109_ROD/PIPE-DEPTH: 3.0  meters
 AA8109_SLEEVE-DEPTH  : 1.2 meters
 AA8109
 AA8109  HISTORY     - Date     Condition        Report By
 AA8109  HISTORY     - 1994     MONUMENTED       NGS
 AA8109  HISTORY     - 20000823 GOOD             MIDT
 AA8109  HISTORY     - 20020613 GOOD             USPSQD
 AA8109  HISTORY     - 20030822 GOOD             USPSQD
 AA8109
 AA8109                          STATION DESCRIPTION
 AA8109
 AA8109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8109'NOTE--NO ESCORT REQUIRED TO REACH STATION.  STATION IS LOCATED ABOUT 8
 AA8109'KM (4.95 MI) NORTHEAST OF IRONWOOD, AT THE GOGEBIC COUNTY AIRPORT, ON
 AA8109'THE EAST SIDE OF THE TERMINAL BUILDING, AT THE SOUTHEAST CORNER OF THE
 AA8109'PAVED APRON, ON THE INSIDE OF THE LOW PERIMETER FENCE.
 AA8109'OWNERSHIP--GOGEBIC COUNTY, 5560 AIRPORT ROAD, IRONWOOD, MI 49938.
 AA8109'AIRPORT MANAGER IS JOSEPH BRASPENICK, PHONE 906-932-3121.  TO REACH
 AA8109'FROM THE JUNCTION OF U.S.  HIGHWAY 2 AND LAKE STREET AT A STOP LIGHT
 AA8109'IN THE EASTERN SECTION OF IRONWOOD, GO NORTH ON LAKE STREET (COUNTY
 AA8109'ROAD 505) FOR 5.29 KM (3.30 MI) TO A RAILROAD CROSSING.  CONTINUE
 AA8109'AHEAD FOR 1.12 KM (0.70 MI) TO A PAVED CROSSROAD.  TURN RIGHT, EAST,
 AA8109'ON AIRPORT ROAD (COUNTY ROAD 204) FOR 1.62 KM (1.00 MI) TO A PAVED
 AA8109'CROSSROAD.  TURN LEFT, NORTH, ON SKYDALE DRIVE FOR 0.43 KM (0.25 MI)
 AA8109'TO THE TERMINAL BUILDING AND THE STATION ON THE RIGHT.  ACCESS COVER
 AA8109'IS RECESSED 1 CM BELOW GROUND.  STATION IS 41.7 M (136.8 FT) EAST OF
 AA8109'THE CENTER OF THE GATE ON THE EAST SIDE OF THE BUILDING, 3.1 M (10.2
 AA8109'FT) NORTH OF THE FENCE, 3.8 M (12.5 FT) NORTHEAST OF THE SOUTHEAST
 AA8109'CORNER OF THE APRON, 2.7 M (8.9 FT) EAST OF THE APRON EDGE, 20.5 M
 AA8109'(67.3 FT) WEST OF THE EDGE OF A DEEP DITCH, 13.7 M (44.9 FT)
 AA8109'WEST-NORTHWEST OF THE EAST END OF THE FENCE, AND 2.8 M (9.2 FT) NORTH
 AA8109'OF A FIBERGLASS WITNESS POST.  DESCRIBED BY G.R.  HEID.
 AA8109
 AA8109                          STATION RECOVERY (2000)
 AA8109
 AA8109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 AA8109'RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AA8109
 AA8109                          STATION RECOVERY (2002)
 AA8109
 AA8109'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 AA8109'RECOVERED IN GOOD CONDITION.
 AA8109
 AA8109                          STATION RECOVERY (2003)
 AA8109
 AA8109'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 AA8109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0084 ***********************************************************************
 NF0084  DESIGNATION -  J
 NF0084  PID         -  NF0084
 NF0084  STATE/COUNTY-  MI/INGHAM
 NF0084  USGS QUAD   -  EAST LANSING (1970)
 NF0084
 NF0084                         *CURRENT SURVEY CONTROL
 NF0084  ___________________________________________________________________
 NF0084* NAD 83(1986)-  42 43 33.     (N)    084 29 38.     (W)     SCALED    
 NF0084* NAVD 88     -       257.22   (+/-2cm)     843.9    (feet)  VERTCON   
 NF0084  ___________________________________________________________________
 NF0084  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0084
 NF0084  VERT ORDER  -  ? (See Below)
 NF0084
 NF0084.The horizontal coordinates were scaled from a topographic map and have
 NF0084.an estimated accuracy of +/- 6 seconds.
 NF0084
 NF0084.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0084.The vertical order pertains to the NGVD 29 superseded value.
 NF0084
 NF0084.The geoid height was determined by GEOID03.
 NF0084
 NF0084;                    North         East    Units  Estimated Accuracy
 NF0084;SPC MI S     -   136,170.    3,989,580.      MT  (+/- 180 meters Scaled)
 NF0084
 NF0084                          SUPERSEDED SURVEY CONTROL
 NF0084
 NF0084  NGVD 29 (??/??/92)  257.353  (m)          844.33   (f) ADJ UNCH    ?  
 NF0084
 NF0084.Superseded values are not recommended for survey control.
 NF0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0084.See file dsdata.txt to determine how the superseded data were derived.
 NF0084
 NF0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051334(NAD 83)
 NF0084_MARKER: DD = SURVEY DISK
 NF0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0084_STAMPING: J
 NF0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0084+STABILITY: SURFACE MOTION
 NF0084
 NF0084  HISTORY     - Date     Condition        Report By
 NF0084  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0084  HISTORY     - 1932     GOOD             MISCOL
 NF0084  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0084
 NF0084                          STATION DESCRIPTION
 NF0084
 NF0084'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0084'AT EAST LANSING.
 NF0084'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0084'FARM, ON HARRISON ROAD, 1 MILE NORTH OF THE INTERSECTION OF
 NF0084'MOUNT HOPE ROAD, 500 FEET NORTH OF THE INTERSECTION OF STOCK
 NF0084'BARN ROAD, ACROSS THE ROAD FROM THE MICHIGAN STATE POLICE
 NF0084'BARRACKS, 29 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 45 FEET
 NF0084'SOUTH OF A POINT 3.7 FEET WEST OF A FENCE CORNER.  A MICHIGAN
 NF0084'STATE COLLEGE STANDARD DISK, STAMPED J AND SET IN THE TOP OF A
 NF0084'CONCRETE POST.
 NF0084
 NF0084                          STATION RECOVERY (1977)
 NF0084
 NF0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0501 ***********************************************************************
 NF0501  DESIGNATION -  J 10
 NF0501  PID         -  NF0501
 NF0501  STATE/COUNTY-  MI/CALHOUN
 NF0501  USGS QUAD   -  BATTLE CREEK (1985)
 NF0501
 NF0501                         *CURRENT SURVEY CONTROL
 NF0501  ___________________________________________________________________
 NF0501* NAD 83(1986)-  42 19 25.     (N)    085 10 58.     (W)     SCALED    
 NF0501* NAVD 88     -       256.594  (meters)     841.84   (feet)  ADJUSTED  
 NF0501  ___________________________________________________________________
 NF0501  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 NF0501  DYNAMIC HT  -         256.513 (meters)     841.58  (feet)  COMP
 NF0501  MODELED GRAV-     980,299.7   (mgal)                       NAVD 88
 NF0501
 NF0501  VERT ORDER  -  FIRST     CLASS II
 NF0501
 NF0501.The horizontal coordinates were scaled from a topographic map and have
 NF0501.an estimated accuracy of +/- 6 seconds.
 NF0501
 NF0501.The orthometric height was determined by differential leveling
 NF0501.and adjusted by the National Geodetic Survey in June 1991..
 NF0501
 NF0501.The geoid height was determined by GEOID03.
 NF0501
 NF0501.The dynamic height is computed by dividing the NAVD 88
 NF0501.geopotential number by the normal gravity value computed on the
 NF0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0501.degrees latitude (g = 980.6199 gals.).
 NF0501
 NF0501.The modeled gravity was interpolated from observed gravity values.
 NF0501
 NF0501;                    North         East    Units  Estimated Accuracy
 NF0501;SPC MI S     -    91,810.    3,932,730.      MT  (+/- 180 meters Scaled)
 NF0501
 NF0501                          SUPERSEDED SURVEY CONTROL
 NF0501
 NF0501  NGVD 29 (??/??/92)  256.729  (m)          842.29   (f) ADJ UNCH    1 2
 NF0501
 NF0501.Superseded values are not recommended for survey control.
 NF0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0501.See file dsdata.txt to determine how the superseded data were derived.
 NF0501
 NF0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM497873(NAD 83)
 NF0501_MARKER: Z = SEE DESCRIPTION
 NF0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0501_SP_SET: BALUSTRADE
 NF0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0501
 NF0501  HISTORY     - Date     Condition        Report By
 NF0501  HISTORY     - UNK      MONUMENTED       CGS
 NF0501  HISTORY     - 1944     GOOD             NGS
 NF0501  HISTORY     - 1962     MARK NOT FOUND   NGS
 NF0501  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0501  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0501  HISTORY     - 20060318 POOR             USPSQD
 NF0501
 NF0501                          STATION DESCRIPTION
 NF0501
 NF0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NF0501'AT BATTLE CREEK.
 NF0501'AT BATTLE CREEK, CALHOUN COUNTY, ONE BLOCK NORTHWEST AND ONE-HALF
 NF0501'BLOCK NORTHEAST OF THE MICHIGAN CENTRAL RAILROAD STATION, AT
 NF0501'THE WEST VAN BUREN STREET ENTRANCE TO THE BATTLE CREEK HIGH
 NF0501'SCHOOL, AND AT THE OUTER EDGE OF A STONE BALUSTRADE.  A POINT
 NF0501'ON THE STONE INDICATED BY AN ARROW, AND NEAR THE LETTERS U.S.
 NF0501
 NF0501                          STATION RECOVERY (1962)
 NF0501
 NF0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NF0501'MARK NOT FOUND.
 NF0501
 NF0501                          STATION RECOVERY (1985)
 NF0501
 NF0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0501'MARK NOT FOUND.
 NF0501
 NF0501                          STATION RECOVERY (2001)
 NF0501
 NF0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0501'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF0501
 NF0501                          STATION RECOVERY (2006)
 NF0501
 NF0501'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0501'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0297 ***********************************************************************
 OJ0297  DESIGNATION -  J 100
 OJ0297  PID         -  OJ0297
 OJ0297  STATE/COUNTY-  MI/LAPEER
 OJ0297  USGS QUAD   -  BURNSIDE (1963)
 OJ0297
 OJ0297                         *CURRENT SURVEY CONTROL
 OJ0297  ___________________________________________________________________
 OJ0297* NAD 83(1986)-  43 14 30.     (N)    083 00 49.     (W)     SCALED    
 OJ0297* NAVD 88     -       248.117  (meters)     814.03   (feet)  ADJUSTED  
 OJ0297  ___________________________________________________________________
 OJ0297  GEOID HEIGHT-         -34.24  (meters)                     GEOID03
 OJ0297  DYNAMIC HT  -         248.062 (meters)     813.85  (feet)  COMP
 OJ0297  MODELED GRAV-     980,391.3   (mgal)                       NAVD 88
 OJ0297
 OJ0297  VERT ORDER  -  SECOND    CLASS 0
 OJ0297
 OJ0297.The horizontal coordinates were scaled from a topographic map and have
 OJ0297.an estimated accuracy of +/- 6 seconds.
 OJ0297
 OJ0297.The orthometric height was determined by differential leveling
 OJ0297.and adjusted by the National Geodetic Survey in June 1991..
 OJ0297
 OJ0297.The geoid height was determined by GEOID03.
 OJ0297
 OJ0297.The dynamic height is computed by dividing the NAVD 88
 OJ0297.geopotential number by the normal gravity value computed on the
 OJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0297.degrees latitude (g = 980.6199 gals.).
 OJ0297
 OJ0297.The modeled gravity was interpolated from observed gravity values.
 OJ0297
 OJ0297;                    North         East    Units  Estimated Accuracy
 OJ0297;SPC MI S     -   194,350.    4,109,880.      MT  (+/- 180 meters Scaled)
 OJ0297
 OJ0297                          SUPERSEDED SURVEY CONTROL
 OJ0297
 OJ0297  NGVD 29 (??/??/92)  248.243  (m)          814.44   (f) ADJ UNCH    2 0
 OJ0297
 OJ0297.Superseded values are not recommended for survey control.
 OJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0297.See file dsdata.txt to determine how the superseded data were derived.
 OJ0297
 OJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH365896(NAD 83)
 OJ0297_MARKER: DB = BENCH MARK DISK
 OJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0297_STAMPING: J 100 1934
 OJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0297+STABILITY: SURFACE MOTION
 OJ0297
 OJ0297  HISTORY     - Date     Condition        Report By
 OJ0297  HISTORY     - 1934     MONUMENTED       CGS
 OJ0297  HISTORY     - 1958     GOOD             NGS
 OJ0297  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 OJ0297
 OJ0297                          STATION DESCRIPTION
 OJ0297
 OJ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0297'2.4 MI NW FROM BROWN CITY.
 OJ0297'IN LAPEER COUNTY, 2.4 MILES NORTHWEST ALONG THE PERE MARQUETTE
 OJ0297'RAILWAY FROM THE STATION AT BROWN CITY, SANILAC COUNTY, AT A
 OJ0297'DIRT-ROAD CROSSING, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 OJ0297'25 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET NORTHEAST OF
 OJ0297'A FENCE CORNER, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 OJ0297'DISK, STAMPED J 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0297'NOTE-- IT WAS REPORTED IN SEPTEMBER 1958 BY USGS THAT THE PERE
 OJ0297'MARQUETTE RAILWAY HAD BEEN PURCHASED BY THE CHESAPEAKE AND
 OJ0297'OHIO RAILWAY.
 OJ0297
 OJ0297                          STATION RECOVERY (1997)
 OJ0297
 OJ0297'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0290 ***********************************************************************
 OJ0290  DESIGNATION -  J 101
 OJ0290  PID         -  OJ0290
 OJ0290  STATE/COUNTY-  MI/TUSCOLA
 OJ0290  USGS QUAD   -  KINGSTON (1963)
 OJ0290
 OJ0290                         *CURRENT SURVEY CONTROL
 OJ0290  ___________________________________________________________________
 OJ0290* NAD 83(1986)-  43 27 50.     (N)    083 11 34.     (W)     SCALED    
 OJ0290* NAVD 88     -       232.271  (meters)     762.04   (feet)  ADJUSTED  
 OJ0290  ___________________________________________________________________
 OJ0290  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 OJ0290  DYNAMIC HT  -         232.226 (meters)     761.89  (feet)  COMP
 OJ0290  MODELED GRAV-     980,419.3   (mgal)                       NAVD 88
 OJ0290
 OJ0290  VERT ORDER  -  SECOND    CLASS 0
 OJ0290
 OJ0290.The horizontal coordinates were scaled from a topographic map and have
 OJ0290.an estimated accuracy of +/- 6 seconds.
 OJ0290
 OJ0290.The orthometric height was determined by differential leveling
 OJ0290.and adjusted by the National Geodetic Survey in June 1991..
 OJ0290
 OJ0290.The geoid height was determined by GEOID03.
 OJ0290
 OJ0290.The dynamic height is computed by dividing the NAVD 88
 OJ0290.geopotential number by the normal gravity value computed on the
 OJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0290.degrees latitude (g = 980.6199 gals.).
 OJ0290
 OJ0290.The modeled gravity was interpolated from observed gravity values.
 OJ0290
 OJ0290;                    North         East    Units  Estimated Accuracy
 OJ0290;SPC MI S     -   218,810.    4,094,990.      MT  (+/- 180 meters Scaled)
 OJ0290
 OJ0290                          SUPERSEDED SURVEY CONTROL
 OJ0290
 OJ0290  NGVD 29 (??/??/92)  232.398  (m)          762.46   (f) ADJ UNCH    2 0
 OJ0290
 OJ0290.Superseded values are not recommended for survey control.
 OJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0290.See file dsdata.txt to determine how the superseded data were derived.
 OJ0290
 OJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ226146(NAD 83)
 OJ0290_MARKER: DB = BENCH MARK DISK
 OJ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0290_STAMPING: J 101 1934
 OJ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0290+STABILITY: SURFACE MOTION
 OJ0290
 OJ0290  HISTORY     - Date     Condition        Report By
 OJ0290  HISTORY     - 1934     MONUMENTED       CGS
 OJ0290  HISTORY     - 1938     GOOD             NGS
 OJ0290  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ0290  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ0290
 OJ0290                          STATION DESCRIPTION
 OJ0290
 OJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0290'0.3 MI N FROM WILMOT.
 OJ0290'0.3 MILES NORTH ALONG THE GRAND TRUNK RAIWLAY FROM THE STATION
 OJ0290'AT WILMOT, TUSCOLA COUNTY, AT A GRAVEL-ROAD CROSSING, 27.6 FEET
 OJ0290'NORTH OF THE CENTERLINE OF THE ROAD, 18.9 FEET WEST OF THE
 OJ0290'WEST RAIL, 4.5 FEET NORTHEAST OF A POWER-TRANSMISSION LINE
 OJ0290'POLE, AND 1.5 FEET HIGHER THAN THE TOP OF RAIL.  A STANDARD
 OJ0290'DISK, STAMPED J 101 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0290
 OJ0290                          STATION RECOVERY (1938)
 OJ0290
 OJ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 OJ0290'RECOVERED IN GOOD CONDITION.
 OJ0290
 OJ0290                          STATION RECOVERY (1999)
 OJ0290
 OJ0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0290'MARK NOT FOUND.
 OJ0290
 OJ0290                          STATION RECOVERY (2004)
 OJ0290
 OJ0290'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0290'MARK NOT FOUND, NEW POWER LINE POLE IN AREA DESCRIBED. NO DISK WAS
 OJ0290'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0095 ***********************************************************************
 OJ0095  DESIGNATION -  J 102
 OJ0095  PID         -  OJ0095
 OJ0095  STATE/COUNTY-  MI/SANILAC
 OJ0095  USGS QUAD   -  SNOVER (1963)
 OJ0095
 OJ0095                         *CURRENT SURVEY CONTROL
 OJ0095  ___________________________________________________________________
 OJ0095* NAD 83(1986)-  43 27 20.     (N)    082 54 38.     (W)     SCALED    
 OJ0095* NAVD 88     -       237.176  (meters)     778.13   (feet)  ADJUSTED  
 OJ0095  ___________________________________________________________________
 OJ0095  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OJ0095  DYNAMIC HT  -         237.129 (meters)     777.98  (feet)  COMP
 OJ0095  MODELED GRAV-     980,416.0   (mgal)                       NAVD 88
 OJ0095
 OJ0095  VERT ORDER  -  SECOND    CLASS 0
 OJ0095
 OJ0095.The horizontal coordinates were scaled from a topographic map and have
 OJ0095.an estimated accuracy of +/- 6 seconds.
 OJ0095
 OJ0095.The orthometric height was determined by differential leveling
 OJ0095.and adjusted by the National Geodetic Survey in June 1991..
 OJ0095
 OJ0095.The geoid height was determined by GEOID03.
 OJ0095
 OJ0095.The dynamic height is computed by dividing the NAVD 88
 OJ0095.geopotential number by the normal gravity value computed on the
 OJ0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0095.degrees latitude (g = 980.6199 gals.).
 OJ0095
 OJ0095.The modeled gravity was interpolated from observed gravity values.
 OJ0095
 OJ0095;                    North         East    Units  Estimated Accuracy
 OJ0095;SPC MI S     -   218,240.    4,117,840.      MT  (+/- 180 meters Scaled)
 OJ0095
 OJ0095                          SUPERSEDED SURVEY CONTROL
 OJ0095
 OJ0095  NGVD 29 (??/??/92)  237.287  (m)          778.50   (f) ADJ UNCH    2 0
 OJ0095
 OJ0095.Superseded values are not recommended for survey control.
 OJ0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0095.See file dsdata.txt to determine how the superseded data were derived.
 OJ0095
 OJ0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ454131(NAD 83)
 OJ0095_MARKER: DB = BENCH MARK DISK
 OJ0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0095_STAMPING: J 102 1934
 OJ0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0095+STABILITY: SURFACE MOTION
 OJ0095
 OJ0095  HISTORY     - Date     Condition        Report By
 OJ0095  HISTORY     - 1934     MONUMENTED       CGS
 OJ0095  HISTORY     - 1938     GOOD             NGS
 OJ0095  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0095
 OJ0095                          STATION DESCRIPTION
 OJ0095
 OJ0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OJ0095'3 MI E FROM SNOVER.
 OJ0095'3.0 MILES EAST ALONG THE DETROIT, CARO AND SANDUSKY RAILWAY
 OJ0095'FROM THE STATION AT SNOVER, SANILAC COUNTY, 50 FEET NORTH OF A
 OJ0095'DIRT-ROAD CROSSING, 54.8 FEET NORTHEAST OF THE NORTHEAST RAIL,
 OJ0095'10 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET LOWER
 OJ0095'THAN THE TOP OF RAIL.  A STANDARD DISK, STAMPED J 102 1934 AND
 OJ0095'SET IN THE TOP OF A CONCRETE POST.
 OJ0095
 OJ0095                          STATION RECOVERY (1994)
 OJ0095
 OJ0095'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0056 ***********************************************************************
 OK0056  CBN         -  This is a Cooperative Base Network Control Station.
 OK0056  DESIGNATION -  J 103
 OK0056  PID         -  OK0056
 OK0056  STATE/COUNTY-  MI/GRATIOT
 OK0056  USGS QUAD   -  OVID WEST (1974)
 OK0056
 OK0056                         *CURRENT SURVEY CONTROL
 OK0056  ___________________________________________________________________
 OK0056* NAD 83(1994)-  43 07 04.18645(N)    084 24 21.95697(W)     ADJUSTED  
 OK0056* NAVD 88     -       211.314  (meters)     693.29   (feet)  ADJUSTED  
 OK0056  ___________________________________________________________________
 OK0056  X           -     454,549.308 (meters)                     COMP
 OK0056  Y           -  -4,640,939.356 (meters)                     COMP
 OK0056  Z           -   4,337,188.069 (meters)                     COMP
 OK0056  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 OK0056  ELLIP HEIGHT-         178.45  (meters)          (07/12/02) GPS OBS
 OK0056  GEOID HEIGHT-         -32.89  (meters)                     GEOID03
 OK0056  DYNAMIC HT  -         211.270 (meters)     693.14  (feet)  COMP
 OK0056  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 OK0056  OBS GRAVITY -     980,410.2   (mgal)                       GRAV_OBS
 OK0056
 OK0056  HORZ ORDER  -  B
 OK0056  VERT ORDER  -  SECOND    CLASS 0
 OK0056  ELLP ORDER  -  FOURTH    CLASS II
 OK0056
 OK0056.The horizontal coordinates were established by GPS observations
 OK0056.and adjusted by the National Geodetic Survey in September 1995..
 OK0056
 OK0056.The orthometric height was determined by differential leveling
 OK0056.and adjusted by the National Geodetic Survey in June 1991..
 OK0056.WARNING-GPS observations at this control monument resulted in a GPS
 OK0056.derived orthometric height which differed from the leveled height by
 OK0056.more than one decimeter (0.1 meter).
 OK0056
 OK0056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0056
 OK0056.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0056
 OK0056.The ellipsoidal height was determined by GPS observations
 OK0056.and is referenced to NAD 83.
 OK0056
 OK0056.The geoid height was determined by GEOID03.
 OK0056
 OK0056.The dynamic height is computed by dividing the NAVD 88
 OK0056.geopotential number by the normal gravity value computed on the
 OK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0056.degrees latitude (g = 980.6199 gals.).
 OK0056
 OK0056.The modeled gravity was interpolated from observed gravity values.
 OK0056.The observed gravity was obtained from relative gravimeter ties
 OK0056.to the IGSN71 gravity network.
 OK0056
 OK0056;                    North         East     Units Scale Factor Converg.
 OK0056;SPC MI S     -   179,706.298 3,996,791.060   MT  0.99991511   -0 01 36.6
 OK0056;SPC MI S     -   589,587.59 13,112,831.56   iFT  0.99991511   -0 01 36.6
 OK0056;UTM  16      - 4,777,165.793   711,024.982   MT  1.00014784   +1 46 24.9
 OK0056
 OK0056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0056!SPC MI S     -   0.99997202  x   0.99991511  =   0.99988713
 OK0056!UTM  16      -   0.99997202  x   1.00014784  =   1.00011985
 OK0056
 OK0056                          SUPERSEDED SURVEY CONTROL
 OK0056
 OK0056  ELLIP H (09/20/95)  178.48   (m)                       GP(       ) 1 2
 OK0056  NGVD 29 (??/??/92)  211.472  (m)          693.80   (f) ADJ UNCH    2 0
 OK0056
 OK0056.Superseded values are not recommended for survey control.
 OK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0056.See file dsdata.txt to determine how the superseded data were derived.
 OK0056
 OK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1102577166(NAD 83)
 OK0056_MARKER: DB = BENCH MARK DISK
 OK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0056_STAMPING: J 103 1934
 OK0056_MARK LOGO: CGS   
 OK0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0056+STABILITY: SURFACE MOTION
 OK0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0056+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 OK0056
 OK0056  HISTORY     - Date     Condition        Report By
 OK0056  HISTORY     - 1934     MONUMENTED       CGS
 OK0056  HISTORY     - 19940323 GOOD             NGS
 OK0056  HISTORY     - 20010620 POOR             USPSQD
 OK0056  HISTORY     - 20040301 GOOD             ROWEIN
 OK0056
 OK0056                          STATION DESCRIPTION
 OK0056
 OK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0056'1.4 MI SE FROM BANNISTER.
 OK0056'IN CLINTON COUNTY, 1.4 MILES SOUTHEAST ALONG THE ANN ARBOR
 OK0056'RAILROAD FROM THE STATION AT BANNISTER, GRATIOT COUNTY, 0.7
 OK0056'MILE SOUTHEAST OF MILEPOST 123, 9 YARDS EAST OF A ROAD CROSSING,
 OK0056'8.5 YARDS EAST OF THE EAST RAIL, 4 FEET EAST OF A CROSSING
 OK0056'WARNING POST, AND 1 FOOT LOWER THAN THE TOP OF RAIL.  A STANDARD
 OK0056'DISK, STAMPED J 103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0056
 OK0056                          STATION RECOVERY (1994)
 OK0056
 OK0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0056'STATION IS LOCATED IN QUAD 430842, ABOUT 1 MI (1.6 KM) SOUTH OF
 OK0056'BANNISTER, 2 MI (3.2 KM) NORTH-NORTHWEST OF ELSIE, 23 KM (14.30 MI)
 OK0056'NORTHEAST OF OWOSSO, IN THE SW 1/4 OF SECTION 35, T9N, R1W, ELBA
 OK0056'TOWNSHIP.  OWNERSHIP--ANN ARBOR RAILROAD.  TO REACH FROM THE POST
 OK0056'OFFICE IN BANNISTER, GO EAST ON WILSON ROAD FOR 0.65 MI (1.05 KM) TO
 OK0056'WOODBRIDGE ROAD.  TURN RIGHT AND GO SOUTH ON WOODBRIDGE ROAD FOR 1.0
 OK0056'MI (1.6 KM) CROSSING RAILROAD TRACKS TO SOUTH COUNTY LINE ROAD (OR
 OK0056'GRATIOT ROAD) .  TURN LEFT AND GO EAST ALONG SOUTH COUNTY LINE ROAD
 OK0056'FOR 0.05 MI (0.08 KM) TO RAILROAD TRACKS AND THE STATION ON THE LEFT
 OK0056'IN THE NORTHEAST QUADRANT OF THE ROAD CROSSING.  STATION IS 29 FT (8.8
 OK0056'M) EAST OF THE EAST RAIL OF RAILROAD TRACK, 28 FT (8.5 M) NORTHEAST OF
 OK0056'THE RAILROAD CROSSING, 20 FT (6.1 M) NORTH FROM THE CENTERLINE OF
 OK0056'SOUTH COUNTY LINE RD, 14 FT (4.3 M) EAST OF A RAILROAD CROSSING SIGN,
 OK0056'3 FT (0.9 M) WEST OF AN OLD FENCE CORNER POST, AND 1 FT (0.3 M) WEST
 OK0056'OF A FIBERGLASS WITNESS POST.
 OK0056
 OK0056                          STATION RECOVERY (2001)
 OK0056
 OK0056'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0056'STATION WAS FOUND LOOSE IN THE GROUND.
 OK0056
 OK0056                          STATION RECOVERY (2004)
 OK0056
 OK0056'RECOVERY NOTE BY ROWE INCORPORATED 2004 (RAF)
 OK0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0021 ***********************************************************************
 NF0021  DESIGNATION -  J 104
 NF0021  PID         -  NF0021
 NF0021  STATE/COUNTY-  MI/INGHAM
 NF0021  USGS QUAD   -  MILLVILLE (1973)
 NF0021
 NF0021                         *CURRENT SURVEY CONTROL
 NF0021  ___________________________________________________________________
 NF0021* NAD 83(1986)-  42 36 00.     (N)    084 12 07.     (W)     SCALED    
 NF0021* NAVD 88     -       280.560  (meters)     920.47   (feet)  ADJUSTED  
 NF0021  ___________________________________________________________________
 NF0021  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 NF0021  DYNAMIC HT  -         280.482 (meters)     920.21  (feet)  COMP
 NF0021  MODELED GRAV-     980,335.0   (mgal)                       NAVD 88
 NF0021
 NF0021  VERT ORDER  -  SECOND    CLASS 0
 NF0021
 NF0021.The horizontal coordinates were scaled from a topographic map and have
 NF0021.an estimated accuracy of +/- 6 seconds.
 NF0021
 NF0021.The orthometric height was determined by differential leveling
 NF0021.and adjusted by the National Geodetic Survey in June 1991..
 NF0021
 NF0021.The geoid height was determined by GEOID03.
 NF0021
 NF0021.The dynamic height is computed by dividing the NAVD 88
 NF0021.geopotential number by the normal gravity value computed on the
 NF0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0021.degrees latitude (g = 980.6199 gals.).
 NF0021
 NF0021.The modeled gravity was interpolated from observed gravity values.
 NF0021
 NF0021;                    North         East    Units  Estimated Accuracy
 NF0021;SPC MI S     -   122,200.    4,013,520.      MT  (+/- 180 meters Scaled)
 NF0021
 NF0021                          SUPERSEDED SURVEY CONTROL
 NF0021
 NF0021  NGVD 29 (??/??/92)  280.692  (m)          920.90   (f) ADJ UNCH    2 0
 NF0021
 NF0021.Superseded values are not recommended for survey control.
 NF0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0021.See file dsdata.txt to determine how the superseded data were derived.
 NF0021
 NF0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN295201(NAD 83)
 NF0021_MARKER: DB = BENCH MARK DISK
 NF0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0021_STAMPING: J 104 1934
 NF0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0021+STABILITY: SURFACE MOTION
 NF0021
 NF0021  HISTORY     - Date     Condition        Report By
 NF0021  HISTORY     - 1934     MONUMENTED       CGS
 NF0021  HISTORY     - 1973     MARK NOT FOUND   USGS
 NF0021  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0021  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 NF0021
 NF0021                          STATION DESCRIPTION
 NF0021
 NF0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0021'0.5 MI W FROM HOWELL.
 NF0021'IN INGHAM COUNTY, 14.4 MILES WEST ALONG COUNTY HIGHWAY 428
 NF0021'FROM THE ANN ARBOR RAILROAD STATION AT HOWELL, LIVINGSTON
 NF0021'COUNTY, 0.5 MILES WEST OF THE INTERSECTION WITH COUNTY HIGHWAY
 NF0021'487, 22.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.2
 NF0021'FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 NF0021'J 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0021'NOTE-- DESCRIPTION LIES IN DITCH.
 NF0021
 NF0021                          STATION RECOVERY (1973)
 NF0021
 NF0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0021'MARK NOT FOUND.
 NF0021
 NF0021                          STATION RECOVERY (1977)
 NF0021
 NF0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0021'MARK NOT FOUND.
 NF0021
 NF0021                          STATION RECOVERY (2005)
 NF0021
 NF0021'RECOVERY NOTE BY US POWER SQUADRON 2005 (BPV)
 NF0021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0807 ***********************************************************************
 NE0807  DESIGNATION -  J 105
 NE0807  PID         -  NE0807
 NE0807  STATE/COUNTY-  MI/LIVINGSTON
 NE0807  USGS QUAD   -  HOWELL (1983)
 NE0807
 NE0807                         *CURRENT SURVEY CONTROL
 NE0807  ___________________________________________________________________
 NE0807* NAD 83(1986)-  42 35 25.     (N)    083 54 38.     (W)     SCALED    
 NE0807* NAVD 88     -       281.540  (meters)     923.69   (feet)  ADJUSTED  
 NE0807  ___________________________________________________________________
 NE0807  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE0807  DYNAMIC HT  -         281.468 (meters)     923.45  (feet)  COMP
 NE0807  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 NE0807
 NE0807  VERT ORDER  -  SECOND    CLASS 0
 NE0807
 NE0807.The horizontal coordinates were scaled from a topographic map and have
 NE0807.an estimated accuracy of +/- 6 seconds.
 NE0807
 NE0807.The orthometric height was determined by differential leveling
 NE0807.and adjusted by the National Geodetic Survey in June 1991..
 NE0807
 NE0807.The geoid height was determined by GEOID03.
 NE0807
 NE0807.The dynamic height is computed by dividing the NAVD 88
 NE0807.geopotential number by the normal gravity value computed on the
 NE0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0807.degrees latitude (g = 980.6199 gals.).
 NE0807
 NE0807.The modeled gravity was interpolated from observed gravity values.
 NE0807
 NE0807;                    North         East    Units  Estimated Accuracy
 NE0807;SPC MI S     -   121,210.    4,037,440.      MT  (+/- 180 meters Scaled)
 NE0807
 NE0807                          SUPERSEDED SURVEY CONTROL
 NE0807
 NE0807  NGVD 29 (??/??/92)  281.672  (m)          924.12   (f) ADJ UNCH    2 0
 NE0807
 NE0807.Superseded values are not recommended for survey control.
 NE0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0807.See file dsdata.txt to determine how the superseded data were derived.
 NE0807
 NE0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH611194(NAD 83)
 NE0807_MARKER: DB = BENCH MARK DISK
 NE0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0807_SP_SET: CONCRETE BLOCK
 NE0807_STAMPING: J 105 1934
 NE0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0807
 NE0807  HISTORY     - Date     Condition        Report By
 NE0807  HISTORY     - 1934     MONUMENTED       CGS
 NE0807  HISTORY     - 1941     POOR             NGS
 NE0807  HISTORY     - 1973     GOOD             MPS
 NE0807  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NE0807
 NE0807                          STATION DESCRIPTION
 NE0807
 NE0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 NE0807'1.9 MI S FROM HOWELL.
 NE0807'1.9 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0807'AT HOWELL, LIVINGSTON COUNTY, 69 YARDS NORTHWEST OF MILEPOST
 NE0807'72, 26 YARDS WEST OF THE JUNCTION OF THE PERE MARQUETTE RAILROAD
 NE0807'(NOW CHEASPEAKE AND OHIO RAILWAY), 5.4 FEET NORTH OF THE NORTH
 NE0807'RAIL, IN THE CONCRETE BLOCK SUPPORTING A SWITCH APPARTUS, AND
 NE0807'6 INCHES NORTHWEST OF THE SOUTHEAST CORNER.  A STANDARD DISK,
 NE0807'STAMPED J 105 1934.  NOTE-- THE CONCRETE FOUNDATION OF THIS
 NE0807'MARK WAS RELOCATED 18 INCHES EAST TO MAKE ROOM FOR NECESSARY
 NE0807'CONSTRUCTION, THEREFORE, THE GIVEN ELEVATION IS NOT CORRECT.
 NE0807
 NE0807                          STATION RECOVERY (1973)
 NE0807
 NE0807'RECOVERY NOTE BY MACNAMEE PORTER AND SEELEY 1973
 NE0807'RECOVERED IN GOOD CONDITION.
 NE0807
 NE0807                          STATION RECOVERY (1995)
 NE0807
 NE0807'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0738 ***********************************************************************
 NE0738  DESIGNATION -  J 106
 NE0738  PID         -  NE0738
 NE0738  STATE/COUNTY-  MI/OAKLAND
 NE0738  USGS QUAD   -  SOUTH LYON (1983)
 NE0738
 NE0738                         *CURRENT SURVEY CONTROL
 NE0738  ___________________________________________________________________
 NE0738* NAD 83(1986)-  42 27 39.     (N)    083 38 44.     (W)     SCALED    
 NE0738* NAVD 88     -       287.324  (meters)     942.66   (feet)  ADJUSTED  
 NE0738  ___________________________________________________________________
 NE0738  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NE0738  DYNAMIC HT  -         287.242 (meters)     942.39  (feet)  COMP
 NE0738  MODELED GRAV-     980,327.4   (mgal)                       NAVD 88
 NE0738
 NE0738  VERT ORDER  -  SECOND    CLASS 0
 NE0738
 NE0738.The horizontal coordinates were scaled from a topographic map and have
 NE0738.an estimated accuracy of +/- 6 seconds.
 NE0738
 NE0738.The orthometric height was determined by differential leveling
 NE0738.and adjusted by the National Geodetic Survey in June 1991..
 NE0738
 NE0738.The geoid height was determined by GEOID03.
 NE0738
 NE0738.The dynamic height is computed by dividing the NAVD 88
 NE0738.geopotential number by the normal gravity value computed on the
 NE0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0738.degrees latitude (g = 980.6199 gals.).
 NE0738
 NE0738.The modeled gravity was interpolated from observed gravity values.
 NE0738
 NE0738;                    North         East    Units  Estimated Accuracy
 NE0738;SPC MI S     -   106,980.    4,059,310.      MT  (+/- 180 meters Scaled)
 NE0738
 NE0738                          SUPERSEDED SURVEY CONTROL
 NE0738
 NE0738  NGVD 29 (??/??/92)  287.449  (m)          943.07   (f) ADJ UNCH    2 0
 NE0738
 NE0738.Superseded values are not recommended for survey control.
 NE0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0738.See file dsdata.txt to determine how the superseded data were derived.
 NE0738
 NE0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH824043(NAD 83)
 NE0738_MARKER: DB = BENCH MARK DISK
 NE0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0738_STAMPING: J 106 1934
 NE0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0738+STABILITY: SURFACE MOTION
 NE0738
 NE0738  HISTORY     - Date     Condition        Report By
 NE0738  HISTORY     - 1934     MONUMENTED       CGS
 NE0738  HISTORY     - 1938     GOOD             NGS
 NE0738  HISTORY     - 1963     MARK NOT FOUND   USGS
 NE0738
 NE0738                          STATION DESCRIPTION
 NE0738
 NE0738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0738'AT SOUTH LYON.
 NE0738'AT SOUTH LYON, OAKLAND COUNTY, 30 YARDS EAST OF THE EAST END
 NE0738'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 90 YARDS EAST OF
 NE0738'MILEPOST 69, 70 YARDS EAST OF THE INTERSECTION OF THE CHESAPEAKE
 NE0738'AND OHIO RAILWAY, 86 YARDS EAST OF THE CROSSING OF LAKE STREET,
 NE0738'AND ABOUT 8 YARDS NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 NE0738'STAMPED J 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0738
 NE0738                          STATION RECOVERY (1963)
 NE0738
 NE0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 NE0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0289 ***********************************************************************
 NE0289  DESIGNATION -  J 107
 NE0289  PID         -  NE0289
 NE0289  STATE/COUNTY-  MI/MACOMB
 NE0289  USGS QUAD   -  ARMADA (1991)
 NE0289
 NE0289                         *CURRENT SURVEY CONTROL
 NE0289  ___________________________________________________________________
 NE0289* NAD 83(1986)-  42 49 12.     (N)    082 57 39.     (W)     SCALED    
 NE0289* NAVD 88     -       232.725  (meters)     763.53   (feet)  ADJUSTED  
 NE0289  ___________________________________________________________________
 NE0289  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0289  DYNAMIC HT  -         232.656 (meters)     763.31  (feet)  COMP
 NE0289  MODELED GRAV-     980,317.4   (mgal)                       NAVD 88
 NE0289
 NE0289  VERT ORDER  -  SECOND    CLASS 0
 NE0289
 NE0289.The horizontal coordinates were scaled from a topographic map and have
 NE0289.an estimated accuracy of +/- 6 seconds.
 NE0289
 NE0289.The orthometric height was determined by differential leveling
 NE0289.and adjusted by the National Geodetic Survey in June 1991..
 NE0289
 NE0289.The geoid height was determined by GEOID03.
 NE0289
 NE0289.The dynamic height is computed by dividing the NAVD 88
 NE0289.geopotential number by the normal gravity value computed on the
 NE0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0289.degrees latitude (g = 980.6199 gals.).
 NE0289
 NE0289.The modeled gravity was interpolated from observed gravity values.
 NE0289
 NE0289;                    North         East    Units  Estimated Accuracy
 NE0289;SPC MI S     -   147,580.    4,114,950.      MT  (+/- 180 meters Scaled)
 NE0289
 NE0289                          SUPERSEDED SURVEY CONTROL
 NE0289
 NE0289  NGVD 29 (??/??/92)  232.854  (m)          763.96   (f) ADJ UNCH    2 0
 NE0289
 NE0289.Superseded values are not recommended for survey control.
 NE0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0289.See file dsdata.txt to determine how the superseded data were derived.
 NE0289
 NE0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH397426(NAD 83)
 NE0289_MARKER: DB = BENCH MARK DISK
 NE0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0289_STAMPING: J 107 1934
 NE0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0289+STABILITY: SURFACE MOTION
 NE0289
 NE0289  HISTORY     - Date     Condition        Report By
 NE0289  HISTORY     - 1934     MONUMENTED       CGS
 NE0289  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0289  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0289  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 NE0289
 NE0289                          STATION DESCRIPTION
 NE0289
 NE0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0289'2.6 MI NE FROM ROMEO.
 NE0289'2.6 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0289'THE STATION AT ROMEO, MACOMB COUNTY, AT A GRAVEL-ROAD CROSSING,
 NE0289'24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 7 FEET NORTHWEST
 NE0289'OF A POLE, 12 FEET SOUTH OF THE SOUTH RAIL, 5.8 FEET SOUTHWEST
 NE0289'OF A WOODEN FENCE, AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 NE0289'A STANDARD DISK, STAMPED J 107 1934 AND SET IN THE TOP OF A
 NE0289'CONCRETE POST.
 NE0289
 NE0289                          STATION RECOVERY (1952)
 NE0289
 NE0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 NE0289'MARK NOT FOUND.
 NE0289
 NE0289                          STATION RECOVERY (1988)
 NE0289
 NE0289'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0289'MARK NOT FOUND.
 NE0289
 NE0289                          STATION RECOVERY (1999)
 NE0289
 NE0289'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0154 ***********************************************************************
 NF0154  DESIGNATION -  J 109
 NF0154  PID         -  NF0154
 NF0154  STATE/COUNTY-  MI/JACKSON
 NF0154  USGS QUAD   -  CEMENT CITY (1971)
 NF0154
 NF0154                         *CURRENT SURVEY CONTROL
 NF0154  ___________________________________________________________________
 NF0154* NAD 83(1986)-  42 05 15.     (N)    084 19 52.     (W)     SCALED    
 NF0154* NAVD 88     -       317.052  (meters)    1040.19   (feet)  ADJUSTED  
 NF0154  ___________________________________________________________________
 NF0154  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0154  DYNAMIC HT  -         316.933 (meters)    1039.80  (feet)  COMP
 NF0154  MODELED GRAV-     980,237.4   (mgal)                       NAVD 88
 NF0154
 NF0154  VERT ORDER  -  SECOND    CLASS 0
 NF0154
 NF0154.The horizontal coordinates were scaled from a topographic map and have
 NF0154.an estimated accuracy of +/- 6 seconds.
 NF0154
 NF0154.The orthometric height was determined by differential leveling
 NF0154.and adjusted by the National Geodetic Survey in June 1991..
 NF0154
 NF0154.The geoid height was determined by GEOID03.
 NF0154
 NF0154.The dynamic height is computed by dividing the NAVD 88
 NF0154.geopotential number by the normal gravity value computed on the
 NF0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0154.degrees latitude (g = 980.6199 gals.).
 NF0154
 NF0154.The modeled gravity was interpolated from observed gravity values.
 NF0154
 NF0154;                    North         East    Units  Estimated Accuracy
 NF0154;SPC MI S     -    65,260.    4,002,940.      MT  (+/- 180 meters Scaled)
 NF0154
 NF0154                          SUPERSEDED SURVEY CONTROL
 NF0154
 NF0154  NGVD 29 (??/??/92)  317.168  (m)         1040.58   (f) ADJ UNCH    2 0
 NF0154
 NF0154.Superseded values are not recommended for survey control.
 NF0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0154.See file dsdata.txt to determine how the superseded data were derived.
 NF0154
 NF0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM207629(NAD 83)
 NF0154_MARKER: DB = BENCH MARK DISK
 NF0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0154_STAMPING: J 109 1934
 NF0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0154+STABILITY: SURFACE MOTION
 NF0154
 NF0154  HISTORY     - Date     Condition        Report By
 NF0154  HISTORY     - 1934     MONUMENTED       CGS
 NF0154
 NF0154                          STATION DESCRIPTION
 NF0154
 NF0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0154'1.2 MI N FROM CEMENT CITY.
 NF0154'1.2 MILES NORTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0154'THE STATION AT CEMENT CITY, LENAWEE COUNTY, 17 YARDS NORTHEAST
 NF0154'OF MILEPOST 12, 300 YARDS SOUTHWEST OF A LARGE RED BARN, 43
 NF0154'YARDS SOUTH OF THE CENTER OF A ROAD CROSSING, 20.2 FEET EAST
 NF0154'OF THE EAST RAIL, 10.5 FEET WEST OF THE WIRE FENCE, AND 1
 NF0154'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 109
 NF0154'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0223 ***********************************************************************
 NF0223  DESIGNATION -  J 11
 NF0223  PID         -  NF0223
 NF0223  STATE/COUNTY-  MI/JACKSON
 NF0223  USGS QUAD   -  SOUTHEAST ALBION (1981)
 NF0223
 NF0223                         *CURRENT SURVEY CONTROL
 NF0223  ___________________________________________________________________
 NF0223* NAD 83(1986)-  42 13 52.     (N)    084 38 31.     (W)     SCALED    
 NF0223* NAVD 88     -       296.899  (meters)     974.08   (feet)  ADJUSTED  
 NF0223  ___________________________________________________________________
 NF0223  GEOID HEIGHT-         -34.01  (meters)                     GEOID03
 NF0223  DYNAMIC HT  -         296.793 (meters)     973.73  (feet)  COMP
 NF0223  MODELED GRAV-     980,257.7   (mgal)                       NAVD 88
 NF0223
 NF0223  VERT ORDER  -  FIRST     CLASS II
 NF0223
 NF0223.The horizontal coordinates were scaled from a topographic map and have
 NF0223.an estimated accuracy of +/- 6 seconds.
 NF0223
 NF0223.The orthometric height was determined by differential leveling
 NF0223.and adjusted by the National Geodetic Survey in June 1991..
 NF0223
 NF0223.The geoid height was determined by GEOID03.
 NF0223
 NF0223.The dynamic height is computed by dividing the NAVD 88
 NF0223.geopotential number by the normal gravity value computed on the
 NF0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0223.degrees latitude (g = 980.6199 gals.).
 NF0223
 NF0223.The modeled gravity was interpolated from observed gravity values.
 NF0223
 NF0223;                    North         East    Units  Estimated Accuracy
 NF0223;SPC MI S     -    81,250.    3,977,280.      MT  (+/- 180 meters Scaled)
 NF0223
 NF0223                          SUPERSEDED SURVEY CONTROL
 NF0223
 NF0223  NGVD 29 (??/??/92)  297.022  (m)          974.48   (f) ADJ UNCH    1 2
 NF0223
 NF0223.Superseded values are not recommended for survey control.
 NF0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0223.See file dsdata.txt to determine how the superseded data were derived.
 NF0223
 NF0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM945781(NAD 83)
 NF0223_MARKER: DB = BENCH MARK DISK
 NF0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0223_STAMPING: ELEV 974.480 FT J 11 1916
 NF0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0223+STABILITY: SURFACE MOTION
 NF0223
 NF0223  HISTORY     - Date     Condition        Report By
 NF0223  HISTORY     - 1916     MONUMENTED       CGS
 NF0223  HISTORY     - 1939     GOOD             NGS
 NF0223  HISTORY     - 1977     MARK NOT FOUND   USGS
 NF0223  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0223  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 NF0223
 NF0223                          STATION DESCRIPTION
 NF0223
 NF0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0223'2.8 MI SW FROM PARMA.
 NF0223'2.8 MILES SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0223'THE STATION AT PARMA, JACKSON COUNTY, AT A ROAD CROSSING, 29.9
 NF0223'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 20 FEET NORTHEAST OF
 NF0223'THE CENTERLINE OF THE ROAD, AND AT A FENCE.  A STANDARD DISK,
 NF0223'STAMPED ELEV 974.480 FT J 11 1916 AND SET IN THE TOP OF A
 NF0223'CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 NF0223
 NF0223                          STATION RECOVERY (1977)
 NF0223
 NF0223'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NF0223'MARK NOT FOUND.
 NF0223
 NF0223                          STATION RECOVERY (1985)
 NF0223
 NF0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0223'MARK NOT FOUND.
 NF0223
 NF0223                          STATION RECOVERY (1991)
 NF0223
 NF0223'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0375 ***********************************************************************
 NF0375  DESIGNATION -  J 110
 NF0375  PID         -  NF0375
 NF0375  STATE/COUNTY-  MI/IONIA
 NF0375  USGS QUAD   -  IONIA (1978)
 NF0375
 NF0375                         *CURRENT SURVEY CONTROL
 NF0375  ___________________________________________________________________
 NF0375* NAD 83(1986)-  42 59 13.     (N)    085 00 44.     (W)     SCALED    
 NF0375* NAVD 88     -       197.763  (meters)     648.83   (feet)  ADJUSTED  
 NF0375  ___________________________________________________________________
 NF0375  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0375  DYNAMIC HT  -         197.712 (meters)     648.66  (feet)  COMP
 NF0375  MODELED GRAV-     980,358.7   (mgal)                       NAVD 88
 NF0375
 NF0375  VERT ORDER  -  SECOND    CLASS 0
 NF0375
 NF0375.The horizontal coordinates were scaled from a topographic map and have
 NF0375.an estimated accuracy of +/- 6 seconds.
 NF0375
 NF0375.The orthometric height was determined by differential leveling
 NF0375.and adjusted by the National Geodetic Survey in June 1991..
 NF0375
 NF0375.The geoid height was determined by GEOID03.
 NF0375
 NF0375.The dynamic height is computed by dividing the NAVD 88
 NF0375.geopotential number by the normal gravity value computed on the
 NF0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0375.degrees latitude (g = 980.6199 gals.).
 NF0375
 NF0375.The modeled gravity was interpolated from observed gravity values.
 NF0375
 NF0375;                    North         East    Units  Estimated Accuracy
 NF0375;SPC MI S     -   165,370.    3,947,360.      MT  (+/- 180 meters Scaled)
 NF0375
 NF0375                          SUPERSEDED SURVEY CONTROL
 NF0375
 NF0375  NGVD 29 (??/??/92)  197.899  (m)          649.27   (f) ADJ UNCH    2 0
 NF0375
 NF0375.Superseded values are not recommended for survey control.
 NF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0375.See file dsdata.txt to determine how the superseded data were derived.
 NF0375
 NF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN620612(NAD 83)
 NF0375_MARKER: DB = BENCH MARK DISK
 NF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0375_STAMPING: J 110 1934
 NF0375_PROJECTION: FLUSH
 NF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0375+STABILITY: SURFACE MOTION
 NF0375
 NF0375  HISTORY     - Date     Condition        Report By
 NF0375  HISTORY     - 1934     MONUMENTED       CGS
 NF0375  HISTORY     - 1988     GOOD             USPSQD
 NF0375  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0375
 NF0375                          STATION DESCRIPTION
 NF0375
 NF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0375'2.7 MI E FROM IONIA.
 NF0375'2.7 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NF0375'STATION AT IONIA, IONIA COUNTY, 0.6 MILE EAST OF MILEPOST D
 NF0375'122-GH 67, AT A ROAD CROSSING, 27 FEET EAST OF THE CENTERLINE
 NF0375'OF THE ROAD, 41 FEET NORTH OF THE NORTH RAIL, 5.5 FEET SOUTH
 NF0375'OF THE PROPERTY FENCE OF FRED FIELDS, AND 3 FEET HIGHER THAN
 NF0375'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 110 1934 AND
 NF0375'SET IN THE TOP OF A CONCRETE POST.
 NF0375
 NF0375                          STATION RECOVERY (1988)
 NF0375
 NF0375'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCM)
 NF0375'RECOVERED IN GOOD CONDITION.
 NF0375
 NF0375                          STATION RECOVERY (1992)
 NF0375
 NF0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0375'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0489 ***********************************************************************
 NF0489  DESIGNATION -  J 111
 NF0489  PID         -  NF0489
 NF0489  STATE/COUNTY-  MI/CALHOUN
 NF0489  USGS QUAD   -  BATTLE CREEK (1985)
 NF0489
 NF0489                         *CURRENT SURVEY CONTROL
 NF0489  ___________________________________________________________________
 NF0489* NAD 83(1986)-  42 18 43.     (N)    085 10 11.     (W)     SCALED    
 NF0489* NAVD 88     -       254.793  (meters)     835.93   (feet)  ADJUSTED  
 NF0489  ___________________________________________________________________
 NF0489  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0489  DYNAMIC HT  -         254.712 (meters)     835.67  (feet)  COMP
 NF0489  MODELED GRAV-     980,298.0   (mgal)                       NAVD 88
 NF0489
 NF0489  VERT ORDER  -  SECOND    CLASS 0
 NF0489
 NF0489.The horizontal coordinates were scaled from a topographic map and have
 NF0489.an estimated accuracy of +/- 6 seconds.
 NF0489
 NF0489.The orthometric height was determined by differential leveling
 NF0489.and adjusted by the National Geodetic Survey in June 1991..
 NF0489
 NF0489.The geoid height was determined by GEOID03.
 NF0489
 NF0489.The dynamic height is computed by dividing the NAVD 88
 NF0489.geopotential number by the normal gravity value computed on the
 NF0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0489.degrees latitude (g = 980.6199 gals.).
 NF0489
 NF0489.The modeled gravity was interpolated from observed gravity values.
 NF0489
 NF0489;                    North         East    Units  Estimated Accuracy
 NF0489;SPC MI S     -    90,510.    3,933,800.      MT  (+/- 180 meters Scaled)
 NF0489
 NF0489                          SUPERSEDED SURVEY CONTROL
 NF0489
 NF0489  NGVD 29 (??/??/92)  254.926  (m)          836.37   (f) ADJ UNCH    2 0
 NF0489
 NF0489.Superseded values are not recommended for survey control.
 NF0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0489.See file dsdata.txt to determine how the superseded data were derived.
 NF0489
 NF0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM508860(NAD 83)
 NF0489_MARKER: DB = BENCH MARK DISK
 NF0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0489_STAMPING: J 111 1934
 NF0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0489+STABILITY: SURFACE MOTION
 NF0489
 NF0489  HISTORY     - Date     Condition        Report By
 NF0489  HISTORY     - 1934     MONUMENTED       CGS
 NF0489  HISTORY     - 1939     GOOD             NGS
 NF0489  HISTORY     - 1962     GOOD             NGS
 NF0489  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0489
 NF0489                          STATION DESCRIPTION
 NF0489
 NF0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0489'AT BATTLE CREEK.
 NF0489'AT BATTLE CREEK, CALHOUN COUNTY, 270 YARDS NORTHEAST OF THE
 NF0489'EAST CORNER OF THE GRAND TRUNK WESTERN RAILROAD STATION, 110
 NF0489'YARDS SOUTHWEST OF THE JUNCTION WITH THE MICHIGAN CENTRAL
 NF0489'RAILROAD, 50 YARDS NORTHEAST OF THE APEX OF THE V FORMED BY THE
 NF0489'MAIN TRACK AND A SPUR TRACK LEADING EAST, 39 YARDS EAST OF A
 NF0489'SIGNAL TOWER, 32 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 NF0489'MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 NF0489'DISK, STAMPED J 111 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0489
 NF0489                          STATION RECOVERY (1962)
 NF0489
 NF0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NF0489'RECOVERED IN GOOD CONDITION.
 NF0489
 NF0489                          STATION RECOVERY (2001)
 NF0489
 NF0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0489'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0569 ***********************************************************************
 MD0569  DESIGNATION -  J 113
 MD0569  PID         -  MD0569
 MD0569  STATE/COUNTY-  MI/BRANCH
 MD0569  USGS QUAD   -  ALLEN (1977)
 MD0569
 MD0569                         *CURRENT SURVEY CONTROL
 MD0569  ___________________________________________________________________
 MD0569* NAD 83(1986)-  41 57 24.     (N)    084 50 24.     (W)     SCALED    
 MD0569* NAVD 88     -       310.762  (meters)    1019.56   (feet)  ADJUSTED  
 MD0569  ___________________________________________________________________
 MD0569  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 MD0569  DYNAMIC HT  -         310.647 (meters)    1019.18  (feet)  COMP
 MD0569  MODELED GRAV-     980,244.7   (mgal)                       NAVD 88
 MD0569
 MD0569  VERT ORDER  -  SECOND    CLASS 0
 MD0569
 MD0569.The horizontal coordinates were scaled from a topographic map and have
 MD0569.an estimated accuracy of +/- 6 seconds.
 MD0569
 MD0569.The orthometric height was determined by differential leveling
 MD0569.and adjusted by the National Geodetic Survey in June 1991..
 MD0569
 MD0569.The geoid height was determined by GEOID03.
 MD0569
 MD0569.The dynamic height is computed by dividing the NAVD 88
 MD0569.geopotential number by the normal gravity value computed on the
 MD0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0569.degrees latitude (g = 980.6199 gals.).
 MD0569
 MD0569.The modeled gravity was interpolated from observed gravity values.
 MD0569
 MD0569;                    North         East    Units  Estimated Accuracy
 MD0569;SPC MI S     -    50,840.    3,960,760.      MT  (+/- 180 meters Scaled)
 MD0569
 MD0569                          SUPERSEDED SURVEY CONTROL
 MD0569
 MD0569  NGVD 29 (??/??/92)  310.885  (m)         1019.96   (f) ADJ UNCH    2 0
 MD0569
 MD0569.Superseded values are not recommended for survey control.
 MD0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0569.See file dsdata.txt to determine how the superseded data were derived.
 MD0569
 MD0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM790472(NAD 83)
 MD0569_MARKER: DB = BENCH MARK DISK
 MD0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0569_STAMPING: J 113 1934
 MD0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0569+STABILITY: SURFACE MOTION
 MD0569
 MD0569  HISTORY     - Date     Condition        Report By
 MD0569  HISTORY     - 1934     MONUMENTED       CGS
 MD0569
 MD0569                          STATION DESCRIPTION
 MD0569
 MD0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0569'2.1 MI E FROM QUINCY.
 MD0569'2.1 MILES EAST ALONG THE NEW YORK CENTRAL RAILROAD FROM QUINCY,
 MD0569'BRANCH COUNTY, ABOUT 160 YARDS EAST OF MILEPOST C 164, AT A
 MD0569'ROAD CROSSING, 19 YARDS SOUTHEAST OF THE CROSSING OF THE
 MD0569'CENTERLINE OF THE ROAD AND THE SOUTH RAIL, 16 YARDS SOUTH OF
 MD0569'THE SOUTH RAIL OF THE SOUTH TRACK, 5.1 FEET NORTHEAST OF THE
 MD0569'INTERSECTION OF THE RIGHT-OF-WAY FENCE AND A FARM FENCE, AND
 MD0569'ABOUT 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 MD0569'STAMPED J 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0771 ***********************************************************************
 MC0771  DESIGNATION -  J 114
 MC0771  PID         -  MC0771
 MC0771  STATE/COUNTY-  MI/LENAWEE
 MC0771  USGS QUAD   -  TECUMSEH SOUTH (1972)
 MC0771
 MC0771                         *CURRENT SURVEY CONTROL
 MC0771  ___________________________________________________________________
 MC0771* NAD 83(1986)-  41 53 03.     (N)    083 56 46.     (W)     SCALED    
 MC0771* NAVD 88     -       217.946  (meters)     715.04   (feet)  ADJUSTED  
 MC0771  ___________________________________________________________________
 MC0771  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 MC0771  DYNAMIC HT  -         217.863 (meters)     714.77  (feet)  COMP
 MC0771  MODELED GRAV-     980,235.9   (mgal)                       NAVD 88
 MC0771
 MC0771  VERT ORDER  -  SECOND    CLASS 0
 MC0771
 MC0771.The horizontal coordinates were scaled from a topographic map and have
 MC0771.an estimated accuracy of +/- 6 seconds.
 MC0771
 MC0771.The orthometric height was determined by differential leveling
 MC0771.and adjusted by the National Geodetic Survey in June 1991..
 MC0771
 MC0771.The geoid height was determined by GEOID03.
 MC0771
 MC0771.The dynamic height is computed by dividing the NAVD 88
 MC0771.geopotential number by the normal gravity value computed on the
 MC0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0771.degrees latitude (g = 980.6199 gals.).
 MC0771
 MC0771.The modeled gravity was interpolated from observed gravity values.
 MC0771
 MC0771;                    North         East    Units  Estimated Accuracy
 MC0771;SPC MI S     -    42,760.    4,034,910.      MT  (+/- 180 meters Scaled)
 MC0771
 MC0771                          SUPERSEDED SURVEY CONTROL
 MC0771
 MC0771  NGVD 29 (??/??/92)  218.095  (m)          715.53   (f) ADJ UNCH    2 0
 MC0771
 MC0771.Superseded values are not recommended for survey control.
 MC0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0771.See file dsdata.txt to determine how the superseded data were derived.
 MC0771
 MC0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG555411(NAD 83)
 MC0771_MARKER: DB = BENCH MARK DISK
 MC0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0771_SP_SET: GATE FOUNDATION
 MC0771_STAMPING: J 114 1934
 MC0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0771
 MC0771  HISTORY     - Date     Condition        Report By
 MC0771  HISTORY     - 1934     MONUMENTED       CGS
 MC0771
 MC0771                          STATION DESCRIPTION
 MC0771
 MC0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0771'AT LENAWEE JUNCTION.
 MC0771'AT LENAWEE JUNCTION, LENAWEE COUNTY, AT THE JUNCTION OF THE
 MC0771'JACKSON DIVISION WITH THE MONROE DIVISION OF THE NEW YORK CENTRAL
 MC0771'RAILROAD, 6.6 FEET NORTH OF THE NORTH RAIL OF THE MONROE DIVISION
 MC0771'TRACK, 6 FEET WEST OF THE WEST RAIL OF THE JACKSON DIVISION
 MC0771'TRACK, IN THE TOP OF THE CONCRETE FOUNDATION AT THE SOUTHEAST
 MC0771'CORNER OF A RAILROAD GATE, AND ABOUT 6 INCHES LOWER THAN THE TOP
 MC0771'OF THE RAIL.  A STANDARD DISK, STAMPED J 114 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0314 ***********************************************************************
 NF0314  DESIGNATION -  J 115
 NF0314  PID         -  NF0314
 NF0314  STATE/COUNTY-  MI/BARRY
 NF0314  USGS QUAD   -  WOODBURY (1982)
 NF0314
 NF0314                         *CURRENT SURVEY CONTROL
 NF0314  ___________________________________________________________________
 NF0314* NAD 83(1986)-  42 45 47.     (N)    085 05 37.     (W)     SCALED    
 NF0314* NAVD 88     -       268.412  (meters)     880.62   (feet)  ADJUSTED  
 NF0314  ___________________________________________________________________
 NF0314  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF0314  DYNAMIC HT  -         268.332 (meters)     880.35  (feet)  COMP
 NF0314  MODELED GRAV-     980,316.2   (mgal)                       NAVD 88
 NF0314
 NF0314  VERT ORDER  -  SECOND    CLASS 0
 NF0314
 NF0314.The horizontal coordinates were scaled from a topographic map and have
 NF0314.an estimated accuracy of +/- 6 seconds.
 NF0314
 NF0314.The orthometric height was determined by differential leveling
 NF0314.and adjusted by the National Geodetic Survey in June 1991..
 NF0314
 NF0314.The geoid height was determined by GEOID03.
 NF0314
 NF0314.The dynamic height is computed by dividing the NAVD 88
 NF0314.geopotential number by the normal gravity value computed on the
 NF0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0314.degrees latitude (g = 980.6199 gals.).
 NF0314
 NF0314.The modeled gravity was interpolated from observed gravity values.
 NF0314
 NF0314;                    North         East    Units  Estimated Accuracy
 NF0314;SPC MI S     -   140,550.    3,940,500.      MT  (+/- 180 meters Scaled)
 NF0314
 NF0314                          SUPERSEDED SURVEY CONTROL
 NF0314
 NF0314  NGVD 29 (??/??/92)  268.523  (m)          880.98   (f) ADJ UNCH    2 0
 NF0314
 NF0314.Superseded values are not recommended for survey control.
 NF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0314.See file dsdata.txt to determine how the superseded data were derived.
 NF0314
 NF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN559362(NAD 83)
 NF0314_MARKER: DB = BENCH MARK DISK
 NF0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0314_STAMPING: J 115 1934
 NF0314_MARK LOGO: CGS   
 NF0314_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0314+STABILITY: SURFACE MOTION
 NF0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0314+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1995
 NF0314
 NF0314  HISTORY     - Date     Condition        Report By
 NF0314  HISTORY     - 1934     MONUMENTED       CGS
 NF0314  HISTORY     - 1937     GOOD             NGS
 NF0314  HISTORY     - 19951118 GOOD             MI-015
 NF0314
 NF0314                          STATION DESCRIPTION
 NF0314
 NF0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 NF0314'1 MI W FROM WOODBURY.
 NF0314'IN BARRY COUNTY, 1.0 MILE WEST ALONG THE PERE MARQUETTE DISTRICT
 NF0314'OF THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT WOODBURY,
 NF0314'EATON COUNTY, IN THE SOUTHEAST ANGLE OF A ROAD CROSSING, 44.3
 NF0314'FEET SOUTH OF THE SOUTH RAIL, 35.6 FEET EAST OF THE CENTERLINE OF
 NF0314'THE ROAD, 11.1 FEET NORTHEAST OF A FENCE POST, 4.9 FEET NORTH
 NF0314'OF A FENCE, AND 5 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 NF0314'STANDARD DISK, STAMPED J 115 1934 AND SET IN THE TOP OF A
 NF0314'CONCRETE POST.
 NF0314
 NF0314                          STATION RECOVERY (1995)
 NF0314
 NF0314'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0314'IN BARRY COUNTY, 1.0 MI (1.6 KM) WEST ALONG THE PERE MARQUETTE
 NF0314'DISTRICT OF THE CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT
 NF0314'WOODBURY, EATON COUNTY, IN THE SOUTHEAST ANGLE OF A ROAD CROSSING,
 NF0314'44.3 FT (13.5 M) SOUTH OF THE SOUTH RAIL, 35.6 FT (10.9 M) EAST OF THE
 NF0314'CENTERLINE OF A FENCE, AND 5 FEET (1.5 M) HIGHER THAN THE TOP OF THE
 NF0314'RAIL,  AND SET IN THE TOP OF A CONCRETE POST. RECOVERY 1995 (BARRY
 NF0314'COUNTY REMONUMENTATION) 2.9 FT (0.9 M) NORTH OF FENCE LINE, 35.5 FT
 NF0314'(10.8 M) SOUTHEAST OF A RAIL ROAD CROSSING SIGN POST (SECTION OF
 NF0314'VERTICAL RAIL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0508 ***********************************************************************
 NF0508  DESIGNATION -  J 116
 NF0508  PID         -  NF0508
 NF0508  STATE/COUNTY-  MI/BARRY
 NF0508  USGS QUAD   -  DELTON (1985)
 NF0508
 NF0508                         *CURRENT SURVEY CONTROL
 NF0508  ___________________________________________________________________
 NF0508* NAD 83(1986)-  42 27 27.     (N)    085 26 58.     (W)     SCALED    
 NF0508* NAVD 88     -       295.242  (meters)     968.64   (feet)  ADJUSTED  
 NF0508  ___________________________________________________________________
 NF0508  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0508  DYNAMIC HT  -         295.152 (meters)     968.34  (feet)  COMP
 NF0508  MODELED GRAV-     980,308.5   (mgal)                       NAVD 88
 NF0508
 NF0508  VERT ORDER  -  SECOND    CLASS 0
 NF0508
 NF0508.The horizontal coordinates were scaled from a topographic map and have
 NF0508.an estimated accuracy of +/- 6 seconds.
 NF0508
 NF0508.The orthometric height was determined by differential leveling
 NF0508.and adjusted by the National Geodetic Survey in June 1991..
 NF0508
 NF0508.The geoid height was determined by GEOID03.
 NF0508
 NF0508.The dynamic height is computed by dividing the NAVD 88
 NF0508.geopotential number by the normal gravity value computed on the
 NF0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0508.degrees latitude (g = 980.6199 gals.).
 NF0508
 NF0508.The modeled gravity was interpolated from observed gravity values.
 NF0508
 NF0508;                    North         East    Units  Estimated Accuracy
 NF0508;SPC MI S     -   106,930.    3,910,950.      MT  (+/- 180 meters Scaled)
 NF0508
 NF0508                          SUPERSEDED SURVEY CONTROL
 NF0508
 NF0508  NGVD 29 (??/??/92)  295.365  (m)          969.04   (f) ADJ UNCH    2 0
 NF0508
 NF0508.Superseded values are not recommended for survey control.
 NF0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0508.See file dsdata.txt to determine how the superseded data were derived.
 NF0508
 NF0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN274017(NAD 83)
 NF0508_MARKER: DB = BENCH MARK DISK
 NF0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0508_STAMPING: J 116 1934
 NF0508_MARK LOGO: CGS   
 NF0508_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0508+STABILITY: SURFACE MOTION
 NF0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0508+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NF0508
 NF0508  HISTORY     - Date     Condition        Report By
 NF0508  HISTORY     - 1934     MONUMENTED       CGS
 NF0508  HISTORY     - 1948     GOOD             NGS
 NF0508  HISTORY     - 19940312 GOOD             LOCENG
 NF0508  HISTORY     - 19940312 GOOD             LOCENG
 NF0508  HISTORY     - 19940312 GOOD             MI-015
 NF0508  HISTORY     - 19960312 GOOD             MI-015
 NF0508  HISTORY     - 20041023 GOOD             USPSQD
 NF0508
 NF0508                          STATION DESCRIPTION
 NF0508
 NF0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0508'AT MILO.
 NF0508'AT MILO, ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD FROM THE SCHOOL
 NF0508'AND ROAD JUNCTION AT MILO, AT THE CROSSING OF AN ABANDONED RAILROAD
 NF0508'TRACK, 165 FEET NORTH OF THE CENTER LINE OF THE ROAD, 115 FEET
 NF0508'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 8222, 56.5 FEET
 NF0508'WEST-SOUTHWEST OF A FENCE CORNER, 125 FEET WEST-NORTHWEST OF A
 NF0508'WELL AND PUMP, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NF0508'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0508'PROJECTING 4 INCHES.
 NF0508
 NF0508                          STATION RECOVERY (1994)
 NF0508
 NF0508'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0508'THE WELL AND PUMP AND THE WITNESS POST MENTIONED IN OLD DESCRIPTION
 NF0508'ARE GONE.  THE STATION IS 26.5 FT (8.1 M) SOUTHEAST OF THE SOUTHEAST
 NF0508'CORNER OF HOUSE NUMBER 8280 AND IS SURROUNDED BY LARGE LANDSCAPING
 NF0508'STONES.  MARK IS NOT SUITABLE FOR USE WITH GPS.
 NF0508
 NF0508                          STATION RECOVERY (1994)
 NF0508
 NF0508'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0508'WELL AND PUMP GONE.  WITNESS POST GONE.  MARK IS 26.5 FT (8.1 M)
 NF0508'SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 8280.  MARK IS
 NF0508'SURROUNDED BY LARGE LANDSCAPING STONES.  MARK IS NOT SUITABLE FOR GPS.
 NF0508
 NF0508                          STATION RECOVERY (1994)
 NF0508
 NF0508'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0508'RECOVERED IN GOOD CONDITION.  NOTE--WELL PUMP GONE, WITNESS POST GONE.
 NF0508'26.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NUMBER 8280 MARK
 NF0508'IS SURROUNDED BY LARGE LANDSCAPING STONES MARK IS NOT SUITABLE FOR
 NF0508'GPS. LOCATED IN THE NORTHEAST 1/4 OF SECTION 23, PRAIRIEVILLE
 NF0508'TOWNSHIP.
 NF0508
 NF0508                          STATION RECOVERY (1996)
 NF0508
 NF0508'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1996 (BR)
 NF0508'RECOVERED AS DESCRIBED.
 NF0508
 NF0508                          STATION RECOVERY (2004)
 NF0508
 NF0508'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0556 ***********************************************************************
 NF0556  DESIGNATION -  J 117
 NF0556  PID         -  NF0556
 NF0556  STATE/COUNTY-  MI/CASS
 NF0556  USGS QUAD   -  MARCELLUS (1981)
 NF0556
 NF0556                         *CURRENT SURVEY CONTROL
 NF0556  ___________________________________________________________________
 NF0556* NAD 83(1986)-  42 01 34.     (N)    085 48 45.     (W)     SCALED    
 NF0556* NAVD 88     -       272.225  (meters)     893.12   (feet)  ADJUSTED  
 NF0556  ___________________________________________________________________
 NF0556  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF0556  DYNAMIC HT  -         272.133 (meters)     892.82  (feet)  COMP
 NF0556  MODELED GRAV-     980,277.0   (mgal)                       NAVD 88
 NF0556
 NF0556  VERT ORDER  -  SECOND    CLASS 0
 NF0556
 NF0556.The horizontal coordinates were scaled from a topographic map and have
 NF0556.an estimated accuracy of +/- 6 seconds.
 NF0556
 NF0556.The orthometric height was determined by differential leveling
 NF0556.and adjusted by the National Geodetic Survey in June 1991..
 NF0556
 NF0556.The geoid height was determined by GEOID03.
 NF0556
 NF0556.The dynamic height is computed by dividing the NAVD 88
 NF0556.geopotential number by the normal gravity value computed on the
 NF0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0556.degrees latitude (g = 980.6199 gals.).
 NF0556
 NF0556.The modeled gravity was interpolated from observed gravity values.
 NF0556
 NF0556;                    North         East    Units  Estimated Accuracy
 NF0556;SPC MI S     -    59,470.    3,880,260.      MT  (+/- 180 meters Scaled)
 NF0556
 NF0556                          SUPERSEDED SURVEY CONTROL
 NF0556
 NF0556  NGVD 29 (??/??/92)  272.358  (m)          893.56   (f) ADJ UNCH    2 0
 NF0556
 NF0556.Superseded values are not recommended for survey control.
 NF0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0556.See file dsdata.txt to determine how the superseded data were derived.
 NF0556
 NF0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM983533(NAD 83)
 NF0556_MARKER: DB = BENCH MARK DISK
 NF0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0556_STAMPING: ELEV 893.561 FEET J 117 1934
 NF0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0556+STABILITY: SURFACE MOTION
 NF0556
 NF0556  HISTORY     - Date     Condition        Report By
 NF0556  HISTORY     - 1934     MONUMENTED       CGS
 NF0556  HISTORY     - 1940     GOOD             NGS
 NF0556  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 NF0556
 NF0556                          STATION DESCRIPTION
 NF0556
 NF0556'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0556'AT MARCELLUS.
 NF0556'AT MARCELLUS, CASS COUNTY, 14 YARDS NORTHEAST OF THE GRAND TRUNK
 NF0556'WESTERN RAILROAD STATION PLATFORM, 20 FEET SOUTHEAST OF THE SOUTH
 NF0556'RAIL OF THE SOUTH TRACK, 2 FEET SOUTHWEST OF A RAIL SET IN THE
 NF0556'GROUND AND MARKED G.T.W. PROPERTY LINE, 1 FOOT NORTHEAST OF A
 NF0556'POLE AT THE CORNER OF A GARDEN PLOT, AND 1 FOOT HIGHER THAN
 NF0556'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV 893.561 FEET
 NF0556'J 117 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0556'INCHES ABOVE GROUND.
 NF0556
 NF0556                          STATION RECOVERY (1995)
 NF0556
 NF0556'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI9608 ***********************************************************************
 AI9608  DESIGNATION -  J 118 RESET
 AI9608  PID         -  AI9608
 AI9608  STATE/COUNTY-  MI/BERRIEN
 AI9608  USGS QUAD   -  NEW BUFFALO EAST (1970)
 AI9608
 AI9608                         *CURRENT SURVEY CONTROL
 AI9608  ___________________________________________________________________
 AI9608* NAD 83(1986)-  41 48 09.     (N)    086 42 44.     (W)     SCALED    
 AI9608* NAVD 88     -       193.11   (meters)     633.6    (feet)  RESET     
 AI9608  ___________________________________________________________________
 AI9608  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 AI9608
 AI9608  VERT ORDER  -  THIRD
 AI9608
 AI9608.The horizontal coordinates were scaled from a topographic map and have
 AI9608.an estimated accuracy of +/- 6 seconds.
 AI9608
 AI9608.The orthometric height was computed from unverified reset data.
 AI9608.No vertical observational check was made to the station.
 AI9608
 AI9608.The geoid height was determined by GEOID03.
 AI9608
 AI9608;                    North         East    Units  Estimated Accuracy
 AI9608;SPC MI S     -    36,320.    3,805,080.      MT  (+/- 180 meters Scaled)
 AI9608
 AI9608                          SUPERSEDED SURVEY CONTROL
 AI9608
 AI9608.No superseded survey control is available for this station.
 AI9608
 AI9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM239278(NAD 83)
 AI9608_MARKER: DV = VERTICAL CONTROL DISK
 AI9608_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AI9608_SP_SET: BRIDGE STRUCTURE FOOTING
 AI9608_STAMPING: J 118 RESET 2000
 AI9608_MARK LOGO: NGS   
 AI9608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI9608+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI9608
 AI9608  HISTORY     - Date     Condition        Report By
 AI9608  HISTORY     - 2000     MONUMENTED       NGS
 AI9608
 AI9608                          STATION DESCRIPTION
 AI9608
 AI9608'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AI9608'IN NEW BUFFALO, AT THE INTERSECTION OF THE CSX RAILROAD AND AMTRAK
 AI9608'RAILROADS.  MARK IS CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 AI9608'OF THE SOUTHWEST CONCRETE BASE FOR THE SOUTHWEST STEEL BRIDGE SUPPORT
 AI9608'POST.  IT IS 25.4 FEET (7.7 M) BELOW THE CSX TRACK AND ABOUT 1.0 FEET
 AI9608'(0.3 M) ABOVE THE AMTRAK TRACK.  19.7 FEET (6.0 M) SOUTH FROM THE
 AI9608'SOUTH RAIL OF THE AMTRAK TRACK, 1.0 FT (0.3 M) SOUTH OF A CARSONITE
 AI9608'WITNESS POST AND 1.0 FT (0.3 M) NORTH-NORTHWEST OF THE STEEL BRIDGE
 AI9608'SUPPORT POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1040 ***********************************************************************
 RL1040  DESIGNATION -  J 119
 RL1040  PID         -  RL1040
 RL1040  STATE/COUNTY-  MI/GOGEBIC
 RL1040  USGS QUAD   -  IMP LAKE (1982)
 RL1040
 RL1040                         *CURRENT SURVEY CONTROL
 RL1040  ___________________________________________________________________
 RL1040* NAD 83(1986)-  46 13 09.     (N)    089 03 08.     (W)     SCALED    
 RL1040* NAVD 88     -       523.069  (meters)    1716.10   (feet)  ADJUSTED  
 RL1040  ___________________________________________________________________
 RL1040  GEOID HEIGHT-         -31.43  (meters)                     GEOID03
 RL1040  DYNAMIC HT  -         523.076 (meters)    1716.13  (feet)  COMP
 RL1040  MODELED GRAV-     980,610.9   (mgal)                       NAVD 88
 RL1040
 RL1040  VERT ORDER  -  SECOND    CLASS 0
 RL1040
 RL1040.The horizontal coordinates were scaled from a topographic map and have
 RL1040.an estimated accuracy of +/- 6 seconds.
 RL1040
 RL1040.The orthometric height was determined by differential leveling
 RL1040.and adjusted by the National Geodetic Survey in June 1991..
 RL1040
 RL1040.The geoid height was determined by GEOID03.
 RL1040
 RL1040.The dynamic height is computed by dividing the NAVD 88
 RL1040.geopotential number by the normal gravity value computed on the
 RL1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1040.degrees latitude (g = 980.6199 gals.).
 RL1040
 RL1040.The modeled gravity was interpolated from observed gravity values.
 RL1040
 RL1040;                    North         East    Units  Estimated Accuracy
 RL1040;SPC MI N     -   161,630.    7,841,690.      MT  (+/- 180 meters Scaled)
 RL1040
 RL1040                          SUPERSEDED SURVEY CONTROL
 RL1040
 RL1040  NGVD 29 (??/??/92)  523.087  (m)         1716.16   (f) ADJ UNCH    2 0
 RL1040
 RL1040.Superseded values are not recommended for survey control.
 RL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1040.See file dsdata.txt to determine how the superseded data were derived.
 RL1040
 RL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS417204(NAD 83)
 RL1040_MARKER: DB = BENCH MARK DISK
 RL1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1040_STAMPING: J 119 1948
 RL1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1040+STABILITY: SURFACE MOTION
 RL1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1040+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RL1040
 RL1040  HISTORY     - Date     Condition        Report By
 RL1040  HISTORY     - 1948     MONUMENTED       CGS
 RL1040  HISTORY     - 1988     GOOD             USPSQD
 RL1040  HISTORY     - 20000621 GOOD             MIDT
 RL1040  HISTORY     - 20050606 GOOD             USPSQD
 RL1040
 RL1040                          STATION DESCRIPTION
 RL1040
 RL1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1040'7.1 MI SE FROM WATERSMEET.
 RL1040'ABOUT 7.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1040'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, AT THE SOUTHEAST
 RL1040'END OF A CUT AND THE NORTHWEST END OF A FILL, 51 FEET SOUTHWEST
 RL1040'OF THE CENTER LINE OF THE HIGHWAY, 44 FEET WEST OF THE NORTHWEST
 RL1040'END POST OF THE SOUTHWEST GUARD RAIL ALONG FILL, 8 FEET WEST
 RL1040'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A
 RL1040'16-INCH PIPE CULVERT IN DITCH, 2 FEET SOUTHEAST OF A WHITE WOODEN
 RL1040'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1040'5 INCHES.
 RL1040
 RL1040                          STATION RECOVERY (1988)
 RL1040
 RL1040'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1040'RECOVERED IN GOOD CONDITION.
 RL1040
 RL1040                          STATION RECOVERY (2000)
 RL1040
 RL1040'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1040'7.0 MI SE OF WATERSMEET, 0.05 MI SE OF MILE MARKER NO.61.  FROM
 RL1040'JUNCTION OF US-45, FOLLOW US-2 SE 7.0 MI TO MARK ON RIGHT.  144.5 FT
 RL1040'NW OF A CULVET UNDER HWY 2, 51 FT SW OF HWY C/L, 10 FT SW OF DITCH
 RL1040'C/L, 5 FT SW OF THE TREE LINE, 0.8 FT SW OF WITNESS POST, 3.0 FT BELOW
 RL1040'LEVEL WITH HWY.
 RL1040
 RL1040                          STATION RECOVERY (2005)
 RL1040
 RL1040'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL1040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0120 ***********************************************************************
 QK0120  DESIGNATION -  J 12
 QK0120  PID         -  QK0120
 QK0120  STATE/COUNTY-  MI/CHEBOYGAN
 QK0120  USGS QUAD   -  WOLVERINE (1986)
 QK0120
 QK0120                         *CURRENT SURVEY CONTROL
 QK0120  ___________________________________________________________________
 QK0120* NAD 83(1986)-  45 22 10.     (N)    084 37 26.     (W)     SCALED    
 QK0120* NAVD 88     -       201.346  (meters)     660.58   (feet)  POSTED    
 QK0120  ___________________________________________________________________
 QK0120  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 QK0120  DYNAMIC HT  -         201.340 (meters)     660.56  (feet)  COMP
 QK0120  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 QK0120
 QK0120  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QK0120
 QK0120.The horizontal coordinates were scaled from a topographic map and have
 QK0120.an estimated accuracy of +/- 6 seconds.
 QK0120
 QK0120.The orthometric height was determined by differential leveling
 QK0120.and adjusted by the National Geodetic Survey in 1992..
 QK0120.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QK0120.rate of 2.1 thru 3.0 mm/km.
 QK0120
 QK0120.The geoid height was determined by GEOID03.
 QK0120
 QK0120.The dynamic height is computed by dividing the NAVD 88
 QK0120.geopotential number by the normal gravity value computed on the
 QK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0120.degrees latitude (g = 980.6199 gals.).
 QK0120
 QK0120.The modeled gravity was interpolated from observed gravity values.
 QK0120
 QK0120;                    North         East    Units  Estimated Accuracy
 QK0120;SPC MI C     -   228,140.    5,979,850.      MT  (+/- 180 meters Scaled)
 QK0120
 QK0120                          SUPERSEDED SURVEY CONTROL
 QK0120
 QK0120  NGVD 29 (??/??/92)  201.377  (m)          660.68   (f) ADJ UNCH    1 2
 QK0120
 QK0120.Superseded values are not recommended for survey control.
 QK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0120.See file dsdata.txt to determine how the superseded data were derived.
 QK0120
 QK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR860267(NAD 83)
 QK0120_MARKER: DB = BENCH MARK DISK
 QK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0120_STAMPING: ELEV 660.684 FT J 12 1916
 QK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0120+STABILITY: SURFACE MOTION
 QK0120
 QK0120  HISTORY     - Date     Condition        Report By
 QK0120  HISTORY     - 1916     MONUMENTED       CGS
 QK0120  HISTORY     - 1934     GOOD             NGS
 QK0120
 QK0120                          STATION DESCRIPTION
 QK0120
 QK0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0120'3.1 MI S FROM INDIAN RIVER.
 QK0120'3.1 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 QK0120'STATION AT INDIAN RIVER, CHEBOYGAN COUNTY, MIDWAY BETWEEN
 QK0120'MILEPOSTS 36 AND 37, 22 RAILS SOUTH OF A ROAD CROSSING, AND 43.7
 QK0120'FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED ELEV.
 QK0120'660.684 FT. J 12 1916 AND SET IN THE TOP OF A CONCRETE POST
 QK0120'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0391 ***********************************************************************
 RL0391  DESIGNATION -  J 120
 RL0391  PID         -  RL0391
 RL0391  STATE/COUNTY-  MI/IRON
 RL0391  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0391
 RL0391                         *CURRENT SURVEY CONTROL
 RL0391  ___________________________________________________________________
 RL0391* NAD 83(1986)-  46 14 29.     (N)    088 57 56.     (W)     SCALED    
 RL0391* NAVD 88     -       505.161  (meters)    1657.35   (feet)  ADJUSTED  
 RL0391  ___________________________________________________________________
 RL0391  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL0391  DYNAMIC HT  -         505.169 (meters)    1657.38  (feet)  COMP
 RL0391  MODELED GRAV-     980,613.1   (mgal)                       NAVD 88
 RL0391
 RL0391  VERT ORDER  -  SECOND    CLASS 0
 RL0391
 RL0391.The horizontal coordinates were scaled from a topographic map and have
 RL0391.an estimated accuracy of +/- 6 seconds.
 RL0391
 RL0391.The orthometric height was determined by differential leveling
 RL0391.and adjusted by the National Geodetic Survey in June 1991..
 RL0391
 RL0391.The geoid height was determined by GEOID03.
 RL0391
 RL0391.The dynamic height is computed by dividing the NAVD 88
 RL0391.geopotential number by the normal gravity value computed on the
 RL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0391.degrees latitude (g = 980.6199 gals.).
 RL0391
 RL0391.The modeled gravity was interpolated from observed gravity values.
 RL0391
 RL0391;                    North         East    Units  Estimated Accuracy
 RL0391;SPC MI N     -   163,930.    7,848,440.      MT  (+/- 180 meters Scaled)
 RL0391
 RL0391                          SUPERSEDED SURVEY CONTROL
 RL0391
 RL0391  NGVD 29 (??/??/92)  505.178  (m)         1657.40   (f) ADJ UNCH    2 0
 RL0391
 RL0391.Superseded values are not recommended for survey control.
 RL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0391.See file dsdata.txt to determine how the superseded data were derived.
 RL0391
 RL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS484227(NAD 83)
 RL0391_MARKER: DB = BENCH MARK DISK
 RL0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0391_STAMPING: J 120 1948
 RL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0391+STABILITY: SURFACE MOTION
 RL0391
 RL0391  HISTORY     - Date     Condition        Report By
 RL0391  HISTORY     - 1948     MONUMENTED       CGS
 RL0391
 RL0391                          STATION DESCRIPTION
 RL0391
 RL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0391'13.6 MI E FROM WATERSMEET.
 RL0391'9.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS INTERSECTION
 RL0391'WITH U.S. HIGHWAY 45 AT WATERSMEET, THENCE ABOUT 4.65 MILES
 RL0391'NORTHEAST ALONG A GRAVEL ROAD, AT THE T JUNCTION OF AN EAST-WEST
 RL0391'GRAVEL ROAD (OLD U.S. HIGHWAY 2), ABOUT 0.45 MILE WEST ALONG
 RL0391'OLD U.S. HIGHWAY 2 FROM ITS CROSSING WITH THE CHICAGO AND NORTH
 RL0391'WESTERN RAILWAY, 22 FEET WEST OF THE CENTER LINE OF THE ROAD
 RL0391'SOUTH, 120 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST GRAVEL
 RL0391'ROAD, 14 FEET EAST OF AN ANGULAR 3-FOOT BOULDER, 2 FEET NORTH
 RL0391'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD, AND SET
 RL0391'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY BE
 RL0391'REACHED FROM ELMWOOD, IRON COUNTY, BY GOING ABOUT 2.85 MILES
 RL0391'NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM THE
 RL0391'RAILWAY WATER TOWER, THENCE ABOUT 0.45 MILE WEST ALONG A GRAVEL
 RL0391'ROAD (OLD U.S. HIGHWAY 2).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0928 ***********************************************************************
 RL0928  DESIGNATION -  J 121
 RL0928  PID         -  RL0928
 RL0928  STATE/COUNTY-  MI/GOGEBIC
 RL0928  USGS QUAD   -  PIONEER LAKE (1981)
 RL0928
 RL0928                         *CURRENT SURVEY CONTROL
 RL0928  ___________________________________________________________________
 RL0928* NAD 83(1986)-  46 16 51.     (N)    089 10 18.     (W)     SCALED    
 RL0928* NAVD 88     -       485.558  (meters)    1593.03   (feet)  ADJUSTED  
 RL0928  ___________________________________________________________________
 RL0928  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 RL0928  DYNAMIC HT  -         485.565 (meters)    1593.06  (feet)  COMP
 RL0928  MODELED GRAV-     980,613.3   (mgal)                       NAVD 88
 RL0928
 RL0928  VERT ORDER  -  SECOND    CLASS 0
 RL0928
 RL0928.The horizontal coordinates were scaled from a topographic map and have
 RL0928.an estimated accuracy of +/- 6 seconds.
 RL0928
 RL0928.The orthometric height was determined by differential leveling
 RL0928.and adjusted by the National Geodetic Survey in June 1991..
 RL0928
 RL0928.The geoid height was determined by GEOID03.
 RL0928
 RL0928.The dynamic height is computed by dividing the NAVD 88
 RL0928.geopotential number by the normal gravity value computed on the
 RL0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0928.degrees latitude (g = 980.6199 gals.).
 RL0928
 RL0928.The modeled gravity was interpolated from observed gravity values.
 RL0928
 RL0928;                    North         East    Units  Estimated Accuracy
 RL0928;SPC MI N     -   168,730.    7,832,670.      MT  (+/- 180 meters Scaled)
 RL0928
 RL0928                          SUPERSEDED SURVEY CONTROL
 RL0928
 RL0928  NGVD 29 (??/??/92)  485.579  (m)         1593.10   (f) ADJ UNCH    2 0
 RL0928
 RL0928.Superseded values are not recommended for survey control.
 RL0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0928.See file dsdata.txt to determine how the superseded data were derived.
 RL0928
 RL0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS326275(NAD 83)
 RL0928_MARKER: DB = BENCH MARK DISK
 RL0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0928_STAMPING: J 121 1948
 RL0928_MARK LOGO: CGS   
 RL0928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0928+STABILITY: SURFACE MOTION
 RL0928
 RL0928  HISTORY     - Date     Condition        Report By
 RL0928  HISTORY     - 1948     MONUMENTED       CGS
 RL0928  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0928  HISTORY     - 19970723 GOOD             MIDT
 RL0928
 RL0928                          STATION DESCRIPTION
 RL0928
 RL0928'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0928'1 MI NE FROM WATERSMEET.
 RL0928'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0928'AT WATERSMEET, THENCE ABOUT 0.35 MILE EAST ALONG A GRAVEL ROAD,
 RL0928'AT THE SOUTHEAST CORNER OF THE CLEARING FOR THE NORTH-SOUTH
 RL0928'RUNWAY OF THE WATERSMEET AIRPORT, 45 FEET NORTHWEST OF THE
 RL0928'CENTER LINE OF THE GRAVEL ROAD, 1 FOOT NORTHWEST OF A GUARD
 RL0928'RAIL AT THE SOUTH END OF NORTH-SOUTH RUNWAY, 5 FEET SOUTHWEST
 RL0928'OF THE NORTHEAST END OF THE GUARD RAIL, 26 FEET SOUTHEAST OF
 RL0928'A GASOLINE PUMP, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL0928'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0928'POST PROJECTING 5 INCHES.
 RL0928
 RL0928                          STATION RECOVERY (1988)
 RL0928
 RL0928'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0928'MARK NOT FOUND.
 RL0928
 RL0928                          STATION RECOVERY (1997)
 RL0928
 RL0928'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0928'ABOUT 1.6 KM (1.00 MI) NORTH OF WATERSMEET.  TO REACH FROM THE
 RL0928'JUNCTION OF US-2 AND US-45 AT WATERSMEET FOLLOW US-45 NORTH FOR 1.77
 RL0928'KM (1.10 MI) TO CHOATE ROAD EAST.  TURN RIGHT AND GO EAST ON CHOATE
 RL0928'ROAD FOR 0.55 KM (0.35 MI) TO THE GATE AT THE ENTRANCE TO THE SOLID
 RL0928'WASTE TRANSFER FACILITY AND THE MARK ON THE LEFT IN THE SOUTHWEST
 RL0928'CORNER OF THE WOODS FORMED BY THE ROADS EAST AND NORTH.  IT IS 15.5 M
 RL0928'(50.9 FT) NORTH OF THE CENTERLINE OF CHOATE ROAD, 5.0 M (16.4 FT)
 RL0928'NORTH OF THE NORTH END OF THE FENCE AT THE ENTRANCE GATE, 4.8 M (15.7
 RL0928'FT) EAST OF THE CENTERLINE OF A GRAVEL ROAD NORTH TO THE GOLF COURSE,
 RL0928'0.3 M (1.0 FT) EAST OF A METAL WITNESS POST, 0.3 M (1.0 FT) WEST OF A
 RL0928'PLASTIC WITNESS POST AND ABOUT LEVEL WITH THE PAVED ROAD. (NOTE THE
 RL0928'AIRPORT NO LONGER EXISTS) THE SITE LOCATION IS NOT SUITABLE FOR GPS
 RL0928'OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0977 ***********************************************************************
 RL0977  DESIGNATION -  J 122
 RL0977  PID         -  RL0977
 RL0977  STATE/COUNTY-  MI/ONTONAGON
 RL0977  USGS QUAD   -  
 RL0977
 RL0977                         *CURRENT SURVEY CONTROL
 RL0977  ___________________________________________________________________
 RL0977* NAD 83(1986)-  46 23 50.     (N)    089 00 48.     (W)     SCALED    
 RL0977* NAVD 88     -       493.532  (meters)    1619.20   (feet)  ADJUSTED  
 RL0977  ___________________________________________________________________
 RL0977  GEOID HEIGHT-         -31.79  (meters)                     GEOID03
 RL0977  DYNAMIC HT  -         493.542 (meters)    1619.23  (feet)  COMP
 RL0977  MODELED GRAV-     980,619.2   (mgal)                       NAVD 88
 RL0977
 RL0977  VERT ORDER  -  SECOND    CLASS 0
 RL0977
 RL0977.The horizontal coordinates were scaled from a topographic map and have
 RL0977.an estimated accuracy of +/- 6 seconds.
 RL0977
 RL0977.The orthometric height was determined by differential leveling
 RL0977.and adjusted by the National Geodetic Survey in June 1991..
 RL0977
 RL0977.The geoid height was determined by GEOID03.
 RL0977
 RL0977.The dynamic height is computed by dividing the NAVD 88
 RL0977.geopotential number by the normal gravity value computed on the
 RL0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0977.degrees latitude (g = 980.6199 gals.).
 RL0977
 RL0977.The modeled gravity was interpolated from observed gravity values.
 RL0977
 RL0977;                    North         East    Units  Estimated Accuracy
 RL0977;SPC MI N     -   181,340.    7,845,190.      MT  (+/- 180 meters Scaled)
 RL0977
 RL0977                          SUPERSEDED SURVEY CONTROL
 RL0977
 RL0977  NGVD 29 (??/??/92)  493.546  (m)         1619.24   (f) ADJ UNCH    2 0
 RL0977
 RL0977.Superseded values are not recommended for survey control.
 RL0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0977.See file dsdata.txt to determine how the superseded data were derived.
 RL0977
 RL0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS452401(NAD 83)
 RL0977_MARKER: DB = BENCH MARK DISK
 RL0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0977_STAMPING: J 122 1948
 RL0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0977+STABILITY: SURFACE MOTION
 RL0977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0977+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0977
 RL0977  HISTORY     - Date     Condition        Report By
 RL0977  HISTORY     - 1948     MONUMENTED       CGS
 RL0977  HISTORY     - 1985     GOOD             NGS
 RL0977  HISTORY     - 20040526 GOOD             GEOCAC
 RL0977
 RL0977                          STATION DESCRIPTION
 RL0977
 RL0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0977'4 MI SE FROM CALDERWOOD.
 RL0977'ABOUT 4.0 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 RL0977'ROAD JUNCTION AT CALDERWOOD, 20.5 FEET SOUTH OF THE CENTER LINE
 RL0977'OF THE ROAD, 182 FEET EAST OF THE BOTTOM OF GRADES AND AN 18-INCH
 RL0977'CORRUGATED PIPE CULVERT, 3 FEET EAST OF A WHITE WOODEN WITNESS
 RL0977'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0977'POST PROJECTING 4 INCHES.
 RL0977
 RL0977                          STATION RECOVERY (1985)
 RL0977
 RL0977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0977'RECOVERED IN GOOD CONDITION.
 RL0977
 RL0977                          STATION RECOVERY (2004)
 RL0977
 RL0977'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0977'NAD 83 -  46 23 49.5 (N) -  089 00 48.3 (W)  HANDHELD DGPS
 RL0977' 
 RL0977'1 FT NORTH OF A MWP + SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5487 ***********************************************************************
 AA5487  DESIGNATION -  J 123 RESET
 AA5487  PID         -  AA5487
 AA5487  STATE/COUNTY-  MI/IRON
 AA5487  USGS QUAD   -  
 AA5487
 AA5487                         *CURRENT SURVEY CONTROL
 AA5487  ___________________________________________________________________
 AA5487* NAD 83(1986)-  46 24 16.     (N)    088 53 44.     (W)     SCALED    
 AA5487* NAVD 88     -       477.31   (meters)    1566.0    (feet)  RESET     
 AA5487  ___________________________________________________________________
 AA5487  GEOID HEIGHT-         -31.98  (meters)                     GEOID03
 AA5487
 AA5487  VERT ORDER  -  THIRD
 AA5487
 AA5487.The horizontal coordinates were scaled from a topographic map and have
 AA5487.an estimated accuracy of +/- 6 seconds.
 AA5487
 AA5487.The orthometric height was computed from unverified reset data.
 AA5487.No vertical observational check was made to the station.
 AA5487
 AA5487.The geoid height was determined by GEOID03.
 AA5487
 AA5487;                    North         East    Units  Estimated Accuracy
 AA5487;SPC MI N     -   181,920.    7,854,270.      MT  (+/- 180 meters Scaled)
 AA5487
 AA5487                          SUPERSEDED SURVEY CONTROL
 AA5487
 AA5487.No superseded survey control is available for this station.
 AA5487
 AA5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS542407(NAD 83)
 AA5487_MARKER: DV = VERTICAL CONTROL DISK
 AA5487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5487_STAMPING: J 123 RESET 1994
 AA5487_MARK LOGO: NGS   
 AA5487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5487+STABILITY: SURFACE MOTION
 AA5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5487+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5487
 AA5487  HISTORY     - Date     Condition        Report By
 AA5487  HISTORY     - 1994     MONUMENTED       MIDT
 AA5487
 AA5487                          STATION DESCRIPTION
 AA5487
 AA5487'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 AA5487'LOCATED 3.8 KM (2.35 MI) SOUTH ALONG NATIONAL FOREST HIGHWAY NO. 16
 AA5487'FROM ITS JUNCTION WITH STATE HIGHWAY M-28 AT KENTON.  STATION IS SET
 AA5487'IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT 4 FT (1.2 M) IN
 AA5487'DEPTH AND 0.35 FT (10.67 CM) BELOW THE GROUND SURFACE.  IT IS 24.1 M
 AA5487'(79.1 FT) WEST OF CENTERLINE OF HIGHWAY 16, 12.5 M (41.0 FT) NORTH OF
 AA5487'CENTERLINE OF NATIONAL FOREST ROAD NO. 3610, 6.0 M (19.7 FT) NORTH OF
 AA5487'A WOOD SIGN POST, AND ABOUT 0.48 M (1.57 FT) ABOVE LEVEL WITH HIGHWAY
 AA5487'16.  STATION IS NOT GPS USEABLE.  100 PER CENT TREE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0416 ***********************************************************************
 RL0416  DESIGNATION -  J 124
 RL0416  PID         -  RL0416
 RL0416  STATE/COUNTY-  MI/IRON
 RL0416  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0416
 RL0416                         *CURRENT SURVEY CONTROL
 RL0416  ___________________________________________________________________
 RL0416* NAD 83(1986)-  46 06 31.     (N)    088 50 43.     (W)     SCALED    
 RL0416* NAVD 88     -       516.407  (meters)    1694.25   (feet)  ADJUSTED  
 RL0416  ___________________________________________________________________
 RL0416  GEOID HEIGHT-         -31.74  (meters)                     GEOID03
 RL0416  DYNAMIC HT  -         516.413 (meters)    1694.27  (feet)  COMP
 RL0416  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 RL0416
 RL0416  VERT ORDER  -  SECOND    CLASS 0
 RL0416
 RL0416.The horizontal coordinates were scaled from a topographic map and have
 RL0416.an estimated accuracy of +/- 6 seconds.
 RL0416
 RL0416.The orthometric height was determined by differential leveling
 RL0416.and adjusted by the National Geodetic Survey in June 1991..
 RL0416
 RL0416.The geoid height was determined by GEOID03.
 RL0416
 RL0416.The dynamic height is computed by dividing the NAVD 88
 RL0416.geopotential number by the normal gravity value computed on the
 RL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0416.degrees latitude (g = 980.6199 gals.).
 RL0416
 RL0416.The modeled gravity was interpolated from observed gravity values.
 RL0416
 RL0416;                    North         East    Units  Estimated Accuracy
 RL0416;SPC MI N     -   148,960.    7,857,370.      MT  (+/- 180 meters Scaled)
 RL0416
 RL0416                          SUPERSEDED SURVEY CONTROL
 RL0416
 RL0416  NGVD 29 (??/??/92)  516.418  (m)         1694.28   (f) ADJ UNCH    2 0
 RL0416
 RL0416.Superseded values are not recommended for survey control.
 RL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0416.See file dsdata.txt to determine how the superseded data were derived.
 RL0416
 RL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS573077(NAD 83)
 RL0416_MARKER: DB = BENCH MARK DISK
 RL0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0416_STAMPING: J 124 1948
 RL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0416+STABILITY: SURFACE MOTION
 RL0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0416+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 RL0416
 RL0416  HISTORY     - Date     Condition        Report By
 RL0416  HISTORY     - 1948     MONUMENTED       CGS
 RL0416  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0416  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0416  HISTORY     - 20050428 GOOD             GEOCAC
 RL0416
 RL0416                          STATION DESCRIPTION
 RL0416
 RL0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0416'6.4 MI SW FROM BEECHWOOD.
 RL0416'6.4 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM ITS CROSSING
 RL0416'WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT
 RL0416'65 YARDS WEST OF THE WEST END OF A CURVE WITH TANGENTS WEST
 RL0416'AND NORTHEAST, AT THE INTERSECTION OF A NORTH-SOUTH TRAIL, 37.5
 RL0416'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28 FEET WEST OF THE
 RL0416'CENTER LINE OF THE TRAIL SOUTH, 2 FEET SOUTHWEST OF A WHITE
 RL0416'WOODEN WITNESS POST, 0.5 FOOT BELOW THE ROAD AND SET IN THE TOP
 RL0416'OF A CONCRETE POST PROJECTING 2 INCHES.
 RL0416
 RL0416                          STATION RECOVERY (1978)
 RL0416
 RL0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0416'MARK NOT FOUND.
 RL0416
 RL0416                          STATION RECOVERY (2002)
 RL0416
 RL0416'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0416'MARK NOT FOUND.
 RL0416
 RL0416                          STATION RECOVERY (2005)
 RL0416
 RL0416'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0416'NAD 83(1986)-  46 06 30.9 (N)    088 50 43.8 (W)   HANDHELD GPS
 RL0416' 
 RL0416'ABOUT 5.7 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM ITS JUNCTION WITH
 RL0416'US HWY 2 AT BEECHWOOD, AT THE JUNCTION OF FOREST ROAD 3130 SOUTH, IN
 RL0416'THE SOUTHWEST CORNER.  ABOUT 1 FT BELOW LEVEL WITH THE COUNTY ROAD,
 RL0416'ABOUT LEVEL WITH ROAD SOUTH, RECESSED 2 INCHES BELOW GROUND SURFACE
 RL0416'(FOUND COVERED OVER WITH SOIL) AND 2 FT SW OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0472 ***********************************************************************
 RL0472  DESIGNATION -  J 125
 RL0472  PID         -  RL0472
 RL0472  STATE/COUNTY-  MI/IRON
 RL0472  USGS QUAD   -  SUNSET LAKE (1975)
 RL0472
 RL0472                         *CURRENT SURVEY CONTROL
 RL0472  ___________________________________________________________________
 RL0472* NAD 83(1986)-  46 10 41.     (N)    088 30 21.     (W)     SCALED    
 RL0472* NAVD 88     -       425.911  (meters)    1397.34   (feet)  ADJUSTED  
 RL0472  ___________________________________________________________________
 RL0472  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 RL0472  DYNAMIC HT  -         425.920 (meters)    1397.37  (feet)  COMP
 RL0472  MODELED GRAV-     980,621.4   (mgal)                       NAVD 88
 RL0472
 RL0472  VERT ORDER  -  SECOND    CLASS 0
 RL0472
 RL0472.The horizontal coordinates were scaled from a topographic map and have
 RL0472.an estimated accuracy of +/- 6 seconds.
 RL0472
 RL0472.The orthometric height was determined by differential leveling
 RL0472.and adjusted by the National Geodetic Survey in June 1991..
 RL0472
 RL0472.The geoid height was determined by GEOID03.
 RL0472
 RL0472.The dynamic height is computed by dividing the NAVD 88
 RL0472.geopotential number by the normal gravity value computed on the
 RL0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0472.degrees latitude (g = 980.6199 gals.).
 RL0472
 RL0472.The modeled gravity was interpolated from observed gravity values.
 RL0472
 RL0472;                    North         East    Units  Estimated Accuracy
 RL0472;SPC MI N     -   156,120.    7,883,750.      MT  (+/- 180 meters Scaled)
 RL0472
 RL0472                          SUPERSEDED SURVEY CONTROL
 RL0472
 RL0472  NGVD 29 (??/??/92)  425.900  (m)         1397.31   (f) ADJ UNCH    2 0
 RL0472
 RL0472.Superseded values are not recommended for survey control.
 RL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0472.See file dsdata.txt to determine how the superseded data were derived.
 RL0472
 RL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS837149(NAD 83)
 RL0472_MARKER: DB = BENCH MARK DISK
 RL0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0472_STAMPING: J 125 1948
 RL0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0472+STABILITY: SURFACE MOTION
 RL0472
 RL0472  HISTORY     - Date     Condition        Report By
 RL0472  HISTORY     - 1948     MONUMENTED       CGS
 RL0472  HISTORY     - 20020614 GOOD             USPSQD
 RL0472
 RL0472                          STATION DESCRIPTION
 RL0472
 RL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0472'5.3 MI SW FROM AMASA.
 RL0472'5.3 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM THE JUNCTION
 RL0472'OF U.S. HIGHWAY 141 AT AMASA, ABOUT 0.75 MILE NORTH OF A BRIDGE
 RL0472'OVER PAINT RIVER, AT THE BOTTOM OF GRADES, AT THE JUNCTION OF
 RL0472'A TRAIL NORTHWEST, 49 FEET WEST OF THE CENTER LINE OF THE
 RL0472'HIGHWAY, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL
 RL0472'NORTHWEST, 27 FEET WEST OF THE WEST END OF A 20-INCH PIPE CULVERT
 RL0472'UNDER THE HIGHWAY, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 RL0472'ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0472'POST PROJECTING 4 INCHES.
 RL0472
 RL0472                          STATION RECOVERY (2002)
 RL0472
 RL0472'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0368 ***********************************************************************
 RL0368  DESIGNATION -  J 126
 RL0368  PID         -  RL0368
 RL0368  STATE/COUNTY-  MI/IRON
 RL0368  USGS QUAD   -  PERCH LAKE (1985)
 RL0368
 RL0368                         *CURRENT SURVEY CONTROL
 RL0368  ___________________________________________________________________
 RL0368* NAD 83(1986)-  46 19 45.     (N)    088 41 52.     (W)     SCALED    
 RL0368* NAVD 88     -       486.238  (meters)    1595.27   (feet)  ADJUSTED  
 RL0368  ___________________________________________________________________
 RL0368  GEOID HEIGHT-         -32.06  (meters)                     GEOID03
 RL0368  DYNAMIC HT  -         486.251 (meters)    1595.31  (feet)  COMP
 RL0368  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 RL0368
 RL0368  VERT ORDER  -  SECOND    CLASS 0
 RL0368
 RL0368.The horizontal coordinates were scaled from a topographic map and have
 RL0368.an estimated accuracy of +/- 6 seconds.
 RL0368
 RL0368.The orthometric height was determined by differential leveling
 RL0368.and adjusted by the National Geodetic Survey in June 1991..
 RL0368
 RL0368.The geoid height was determined by GEOID03.
 RL0368
 RL0368.The dynamic height is computed by dividing the NAVD 88
 RL0368.geopotential number by the normal gravity value computed on the
 RL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0368.degrees latitude (g = 980.6199 gals.).
 RL0368
 RL0368.The modeled gravity was interpolated from observed gravity values.
 RL0368
 RL0368;                    North         East    Units  Estimated Accuracy
 RL0368;SPC MI N     -   173,210.    7,869,290.      MT  (+/- 180 meters Scaled)
 RL0368
 RL0368                          SUPERSEDED SURVEY CONTROL
 RL0368
 RL0368  NGVD 29 (??/??/92)  486.241  (m)         1595.28   (f) ADJ UNCH    2 0
 RL0368
 RL0368.Superseded values are not recommended for survey control.
 RL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0368.See file dsdata.txt to determine how the superseded data were derived.
 RL0368
 RL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS693320(NAD 83)
 RL0368_MARKER: DB = BENCH MARK DISK
 RL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0368_STAMPING: J 126 1948
 RL0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0368+STABILITY: SURFACE MOTION
 RL0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0368+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL0368
 RL0368  HISTORY     - Date     Condition        Report By
 RL0368  HISTORY     - 1948     MONUMENTED       CGS
 RL0368  HISTORY     - 19970625 GOOD             USPSQD
 RL0368  HISTORY     - 20040802 GOOD             GEOCAC
 RL0368
 RL0368                          STATION DESCRIPTION
 RL0368
 RL0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0368'9.3 MI N FROM GIBBS CITY.
 RL0368'9.3 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0368'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, NEAR THE TOP OF A
 RL0368'GRADE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 69 FEET
 RL0368'WEST OF THE CENTER OF THE JUNCTION OF A DIM TRAIL NORTHEAST, 92
 RL0368'FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIM TRAIL
 RL0368'SOUTHWEST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0368'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0368'PROJECTING 4 INCHES.
 RL0368
 RL0368                          STATION RECOVERY (1997)
 RL0368
 RL0368'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0368'RECOVERED IN GOOD CONDITION.
 RL0368
 RL0368                          STATION RECOVERY (2004)
 RL0368
 RL0368'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0368'NAD 83 -  46 19 46.4 (N) -  088 41 53.1 (W) GARMIN GPS V
 RL0368' 
 RL0368' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0216 ***********************************************************************
 RL0216  DESIGNATION -  J 127
 RL0216  PID         -  RL0216
 RL0216  STATE/COUNTY-  MI/IRON
 RL0216  USGS QUAD   -  DRUMMOND LAKE (1985)
 RL0216
 RL0216                         *CURRENT SURVEY CONTROL
 RL0216  ___________________________________________________________________
 RL0216* NAD 83(1986)-  46 24 19.     (N)    088 29 04.     (W)     SCALED    
 RL0216* NAVD 88     -       470.619  (meters)    1544.02   (feet)  ADJUSTED  
 RL0216  ___________________________________________________________________
 RL0216  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 RL0216  DYNAMIC HT  -         470.640 (meters)    1544.09  (feet)  COMP
 RL0216  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 RL0216
 RL0216  VERT ORDER  -  SECOND    CLASS 0
 RL0216
 RL0216.The horizontal coordinates were scaled from a topographic map and have
 RL0216.an estimated accuracy of +/- 6 seconds.
 RL0216
 RL0216.The orthometric height was determined by differential leveling
 RL0216.and adjusted by the National Geodetic Survey in June 1991..
 RL0216
 RL0216.The geoid height was determined by GEOID03.
 RL0216
 RL0216.The dynamic height is computed by dividing the NAVD 88
 RL0216.geopotential number by the normal gravity value computed on the
 RL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0216.degrees latitude (g = 980.6199 gals.).
 RL0216
 RL0216.The modeled gravity was interpolated from observed gravity values.
 RL0216
 RL0216;                    North         East    Units  Estimated Accuracy
 RL0216;SPC MI N     -   181,340.    7,885,870.      MT  (+/- 180 meters Scaled)
 RL0216
 RL0216                          SUPERSEDED SURVEY CONTROL
 RL0216
 RL0216  NGVD 29 (??/??/92)  470.607  (m)         1543.98   (f) ADJ UNCH    2 0
 RL0216
 RL0216.Superseded values are not recommended for survey control.
 RL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0216.See file dsdata.txt to determine how the superseded data were derived.
 RL0216
 RL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS858401(NAD 83)
 RL0216_MARKER: DB = BENCH MARK DISK
 RL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0216_STAMPING: J 127 1948
 RL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0216+STABILITY: SURFACE MOTION
 RL0216
 RL0216  HISTORY     - Date     Condition        Report By
 RL0216  HISTORY     - 1948     MONUMENTED       CGS
 RL0216
 RL0216                          STATION DESCRIPTION
 RL0216
 RL0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0216'10.4 MI S FROM COVINGTON.
 RL0216'10.45 MILES SOUTH ALONG U.S. HIGHWAY 141 FROM THE DULUTH, SOUTH
 RL0216'SHORE AND ATLANTIC RAILWAY STATION AT COVINGTON, ABOUT 1.25
 RL0216'MILES SOUTH OF THE IRON-BARAGA COUNTY LINE, ABOUT 100 YARDS
 RL0216'NORTH OF THE TOP OF A GRADE, AT THE NORTH END OF A CUT AND AT
 RL0216'THE JUNCTION OF A DIM TRAIL WEST, 42 FEET WEST OF THE CENTER
 RL0216'LINE OF THE HIGHWAY, 14 FEET SOUTH OF THE CENTER LINE OF THE
 RL0216'TRAIL WEST, 10 FEET SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH
 RL0216'SPRUCE TREE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN TH TOP
 RL0216'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0664 ***********************************************************************
 RL0664  DESIGNATION -  J 128
 RL0664  PID         -  RL0664
 RL0664  STATE/COUNTY-  MI/BARAGA
 RL0664  USGS QUAD   -  COVINGTON (1985)
 RL0664
 RL0664                         *CURRENT SURVEY CONTROL
 RL0664  ___________________________________________________________________
 RL0664* NAD 83(1986)-  46 35 10.     (N)    088 31 18.     (W)     SCALED    
 RL0664* NAVD 88     -       430.886  (meters)    1413.67   (feet)  ADJUSTED  
 RL0664  ___________________________________________________________________
 RL0664  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 RL0664  DYNAMIC HT  -         430.897 (meters)    1413.70  (feet)  COMP
 RL0664  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 RL0664
 RL0664  VERT ORDER  -  SECOND    CLASS 0
 RL0664
 RL0664.The horizontal coordinates were scaled from a topographic map and have
 RL0664.an estimated accuracy of +/- 6 seconds.
 RL0664
 RL0664.The orthometric height was determined by differential leveling
 RL0664.and adjusted by the National Geodetic Survey in June 1991..
 RL0664
 RL0664.The geoid height was determined by GEOID03.
 RL0664
 RL0664.The dynamic height is computed by dividing the NAVD 88
 RL0664.geopotential number by the normal gravity value computed on the
 RL0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0664.degrees latitude (g = 980.6199 gals.).
 RL0664
 RL0664.The modeled gravity was interpolated from observed gravity values.
 RL0664
 RL0664;                    North         East    Units  Estimated Accuracy
 RL0664;SPC MI N     -   201,490.    7,883,390.      MT  (+/- 180 meters Scaled)
 RL0664
 RL0664                          SUPERSEDED SURVEY CONTROL
 RL0664
 RL0664  NGVD 29 (??/??/92)  430.862  (m)         1413.59   (f) ADJ UNCH    2 0
 RL0664
 RL0664.Superseded values are not recommended for survey control.
 RL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0664.See file dsdata.txt to determine how the superseded data were derived.
 RL0664
 RL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS834602(NAD 83)
 RL0664_MARKER: DB = BENCH MARK DISK
 RL0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0664_STAMPING: J 128 1948
 RL0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0664+STABILITY: SURFACE MOTION
 RL0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0664+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 RL0664
 RL0664  HISTORY     - Date     Condition        Report By
 RL0664  HISTORY     - 1948     MONUMENTED       CGS
 RL0664  HISTORY     - 20040711 GOOD             GEOCAC
 RL0664
 RL0664                          STATION DESCRIPTION
 RL0664
 RL0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0664'3.8 MI NE FROM COVINGTON.
 RL0664'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION
 RL0664'AT COVINGTON, THENCE 3.05 MILES NORTH ALONG GRAVEL AND DIRT
 RL0664'ROADS, 0.2 MILE SOUTH OF A WOODEN BRIDGE OVER ROCK RIVER, AT
 RL0664'THE SOUTHWEST CORNER OF A CLEARING, 22 FEET EAST OF THE CENTER
 RL0664'LINE OF THE ROAD, 4 FEET NORTHEAST OF A FENCE CORNER, 8 FEET
 RL0664'EAST-NORTHEAST OF THE WEST END OF A ROCK PILE, 2 1/2 FEET
 RL0664'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0664'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0664
 RL0664                          STATION RECOVERY (2004)
 RL0664
 RL0664'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0664'NAD 83(1986)-  46 35 10.0 (N) -  088 31 19.7 (W)  HANDHELD GPS
 RL0664' 
 RL0664'MARK IS 3 FT EAST OF A METAL USGS WITNESS SIGN NAILED TO A DEAD WHITE
 RL0664'BIRCH STUB. AT THE SOUTH END OF A CABLE WITH SIGN 'HOUSE HAVEN' ACROSS
 RL0664'A DIM TRAIL EAST.  ABOUT 20 FT SOUTH FROM AN ALUMINUM SURVEY
 RL0664'(PROJECTING ABOVE GROUND) MARKER FOR THE CENTER 1/4 OF SECTION 2,
 RL0664'T48N-R34W AND DATED 6-29.04.  MARK IS LEVEL WITH THE GROUND.
 RL0664' 
 RL0664' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0658 ***********************************************************************
 RL0658  DESIGNATION -  J 129
 RL0658  PID         -  RL0658
 RL0658  STATE/COUNTY-  MI/BARAGA
 RL0658  USGS QUAD   -  BEAR TOWN (1985)
 RL0658
 RL0658                         *CURRENT SURVEY CONTROL
 RL0658  ___________________________________________________________________
 RL0658* NAD 83(1986)-  46 45 06.     (N)    088 32 34.     (W)     SCALED    
 RL0658* NAVD 88     -       268.951  (meters)     882.38   (feet)  ADJUSTED  
 RL0658  ___________________________________________________________________
 RL0658  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 RL0658  DYNAMIC HT  -         268.965 (meters)     882.43  (feet)  COMP
 RL0658  MODELED GRAV-     980,658.1   (mgal)                       NAVD 88
 RL0658
 RL0658  VERT ORDER  -  SECOND    CLASS 0
 RL0658
 RL0658.The horizontal coordinates were scaled from a topographic map and have
 RL0658.an estimated accuracy of +/- 6 seconds.
 RL0658
 RL0658.The orthometric height was determined by differential leveling
 RL0658.and adjusted by the National Geodetic Survey in June 1991..
 RL0658
 RL0658.The geoid height was determined by GEOID03.
 RL0658
 RL0658.The dynamic height is computed by dividing the NAVD 88
 RL0658.geopotential number by the normal gravity value computed on the
 RL0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0658.degrees latitude (g = 980.6199 gals.).
 RL0658
 RL0658.The modeled gravity was interpolated from observed gravity values.
 RL0658
 RL0658;                    North         East    Units  Estimated Accuracy
 RL0658;SPC MI N     -   219,920.    7,882,140.      MT  (+/- 180 meters Scaled)
 RL0658
 RL0658                          SUPERSEDED SURVEY CONTROL
 RL0658
 RL0658  NGVD 29 (??/??/92)  268.927  (m)          882.30   (f) ADJ UNCH    2 0
 RL0658
 RL0658.Superseded values are not recommended for survey control.
 RL0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0658.See file dsdata.txt to determine how the superseded data were derived.
 RL0658
 RL0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS821787(NAD 83)
 RL0658_MARKER: DB = BENCH MARK DISK
 RL0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0658_STAMPING: J 129 1948
 RL0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0658+STABILITY: SURFACE MOTION
 RL0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0658+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2000
 RL0658
 RL0658  HISTORY     - Date     Condition        Report By
 RL0658  HISTORY     - 1948     MONUMENTED       CGS
 RL0658  HISTORY     - 20001113 GOOD             MIDT
 RL0658
 RL0658                          STATION DESCRIPTION
 RL0658
 RL0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0658'2.4 MI SW FROM BARAGA.
 RL0658'2.45 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0658'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0658'BARAGA, ABOUT 0.8 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 RL0658'LEADING NORTH, AT THE JUNCTION OF A ROAD WEST, 28 FEET NORTHWEST
 RL0658'OF THE CENTER LINE OF THE ROAD, 31 YARDS NORTH-NORTHEAST OF THE
 RL0658'CENTER OF THE JUNCTION, AT THE NORTHEAST END OF A CUT, 17 FEET
 RL0658'NORTHEAST OF A 20-INCH PINE TREE, 1 FOOT SOUTHWEST OF A WHITE
 RL0658'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE
 RL0658'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0658
 RL0658                          STATION RECOVERY (2000)
 RL0658
 RL0658'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0151 ***********************************************************************
 PL0151  DESIGNATION -  J 13
 PL0151  PID         -  PL0151
 PL0151  STATE/COUNTY-  MI/CRAWFORD
 PL0151  USGS QUAD   -  GRAYLING (1950)
 PL0151
 PL0151                         *CURRENT SURVEY CONTROL
 PL0151  ___________________________________________________________________
 PL0151* NAD 83(1986)-  44 40 41.     (N)    084 44 22.     (W)     SCALED    
 PL0151* NAVD 88     -       350.318  (meters)    1149.34   (feet)  ADJUSTED  
 PL0151  ___________________________________________________________________
 PL0151  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PL0151  DYNAMIC HT  -         350.270 (meters)    1149.18  (feet)  COMP
 PL0151  MODELED GRAV-     980,470.9   (mgal)                       NAVD 88
 PL0151  OBS GRAVITY -     980,479.0   (mgal)                       GRAV_OBS
 PL0151
 PL0151  VERT ORDER  -  FIRST     CLASS II
 PL0151
 PL0151.The horizontal coordinates were scaled from a topographic map and have
 PL0151.an estimated accuracy of +/- 6 seconds.
 PL0151
 PL0151.The orthometric height was determined by differential leveling
 PL0151.and adjusted by the National Geodetic Survey in June 1991..
 PL0151
 PL0151.The geoid height was determined by GEOID03.
 PL0151
 PL0151.The dynamic height is computed by dividing the NAVD 88
 PL0151.geopotential number by the normal gravity value computed on the
 PL0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0151.degrees latitude (g = 980.6199 gals.).
 PL0151
 PL0151.The modeled gravity was interpolated from observed gravity values.
 PL0151.The observed gravity was obtained from relative gravimeter ties
 PL0151.to the IGSN71 gravity network.
 PL0151
 PL0151;                    North         East    Units  Estimated Accuracy
 PL0151;SPC MI C     -   151,350.    5,970,450.      MT  (+/- 180 meters Scaled)
 PL0151
 PL0151                          SUPERSEDED SURVEY CONTROL
 PL0151
 PL0151  NGVD 29 (??/??/92)  350.414  (m)         1149.65   (f) ADJ UNCH    1 2
 PL0151
 PL0151.Superseded values are not recommended for survey control.
 PL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0151.See file dsdata.txt to determine how the superseded data were derived.
 PL0151
 PL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ791496(NAD 83)
 PL0151_MARKER: DB = BENCH MARK DISK
 PL0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0151_STAMPING: ELEV 1149.650 FT J 13 1916
 PL0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0151+STABILITY: SURFACE MOTION
 PL0151
 PL0151  HISTORY     - Date     Condition        Report By
 PL0151  HISTORY     - 1916     MONUMENTED       CGS
 PL0151  HISTORY     - 1949     GOOD             NGS
 PL0151  HISTORY     - 1976     GOOD             NGS
 PL0151  HISTORY     - 19930822 MARK NOT FOUND   USPSQD
 PL0151
 PL0151                          STATION DESCRIPTION
 PL0151
 PL0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0151'1.2 MI N FROM GRAYLING.
 PL0151'1.2 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM GRAYLING,
 PL0151'CRAWFORD COUNTY, AT MILEPOST 88, 45.0 FEET EAST OF THE EAST RAIL,
 PL0151'AND AT THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 PL0151'ELEV. 1149.650 FT. J 13 1916 AND SET IN THE TOP OF A CONCRETE
 PL0151'POST PROJECTING 10 INCHES ABOVE GROUND.
 PL0151
 PL0151                          STATION RECOVERY (1976)
 PL0151
 PL0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0151'1.4 MILE NORTHWEST ALONG NEW YORK CENTRAL RAILROAD FROM ITS CROSSING
 PL0151'WITH STATE HIGHWAYS 72 AND 93, 45 FEET EAST OF THE EAST RAIL, 32.5
 PL0151'FEET EAST OF MILE POST 94, 1.4 FEET WEST OF RIGHT OF WAY FENCE OF
 PL0151'MICHIGAN AIR NATIONAL GUARD AND 1 FOOT WEST OF WITNESS POST.
 PL0151
 PL0151                          STATION RECOVERY (1993)
 PL0151
 PL0151'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 PL0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0846 ***********************************************************************
 RL0846  DESIGNATION -  J 130
 RL0846  PID         -  RL0846
 RL0846  STATE/COUNTY-  MI/ONTONAGON
 RL0846  USGS QUAD   -  OAK BLUFF (1982)
 RL0846
 RL0846                         *CURRENT SURVEY CONTROL
 RL0846  ___________________________________________________________________
 RL0846* NAD 83(1986)-  46 44 43.     (N)    089 22 24.     (W)     SCALED    
 RL0846* NAVD 88     -       276.264  (meters)     906.38   (feet)  ADJUSTED  
 RL0846  ___________________________________________________________________
 RL0846  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 RL0846  DYNAMIC HT  -         276.300 (meters)     906.49  (feet)  COMP
 RL0846  MODELED GRAV-     980,735.3   (mgal)                       NAVD 88
 RL0846
 RL0846  VERT ORDER  -  SECOND    CLASS 0
 RL0846
 RL0846.The horizontal coordinates were scaled from a topographic map and have
 RL0846.an estimated accuracy of +/- 6 seconds.
 RL0846
 RL0846.The orthometric height was determined by differential leveling
 RL0846.and adjusted by the National Geodetic Survey in June 1991..
 RL0846
 RL0846.The geoid height was determined by GEOID03.
 RL0846
 RL0846.The dynamic height is computed by dividing the NAVD 88
 RL0846.geopotential number by the normal gravity value computed on the
 RL0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0846.degrees latitude (g = 980.6199 gals.).
 RL0846
 RL0846.The modeled gravity was interpolated from observed gravity values.
 RL0846
 RL0846;                    North         East    Units  Estimated Accuracy
 RL0846;SPC MI N     -   220,780.    7,818,680.      MT  (+/- 180 meters Scaled)
 RL0846
 RL0846                          SUPERSEDED SURVEY CONTROL
 RL0846
 RL0846  NGVD 29 (??/??/92)  276.286  (m)          906.45   (f) ADJ UNCH    2 0
 RL0846
 RL0846.Superseded values are not recommended for survey control.
 RL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0846.See file dsdata.txt to determine how the superseded data were derived.
 RL0846
 RL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS187795(NAD 83)
 RL0846_MARKER: DB = BENCH MARK DISK
 RL0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0846_STAMPING: J 130 1948
 RL0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0846+STABILITY: SURFACE MOTION
 RL0846
 RL0846  HISTORY     - Date     Condition        Report By
 RL0846  HISTORY     - 1948     MONUMENTED       CGS
 RL0846  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0846  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0846  HISTORY     - 20040811 MARK NOT FOUND   USPSQD
 RL0846
 RL0846                          STATION DESCRIPTION
 RL0846
 RL0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0846'9.8 MI SW FROM ONTONAGON.
 RL0846'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0846'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 8.35 MILES SOUTHWEST
 RL0846'ALONG THE MATCHWOOD ROAD, ABOUT 0.3 MILE SOUTH OF A SMALL CREEK,
 RL0846'SET ALONG THE EDGE OF WOODS, 21 FEET EAST OF THE CENTER LINE
 RL0846'OF THE ROAD, 26 FEET WEST OF A TRIANGULAR BLAZED 8-INCH ASPEN
 RL0846'TREE, 26 FEET NORTHWEST OF A TRIANGULAR BLAZED 5-INCH ASPEN
 RL0846'TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0846'POST PROJECTING 12 INCHES.
 RL0846
 RL0846                          STATION RECOVERY (1996)
 RL0846
 RL0846'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0846'MARK NOT FOUND.
 RL0846
 RL0846                          STATION RECOVERY (2001)
 RL0846
 RL0846'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0846'MARK NOT FOUND.
 RL0846
 RL0846                          STATION RECOVERY (2004)
 RL0846
 RL0846'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0846'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1441 ***********************************************************************
 RL1441  DESIGNATION -  J 130 RESET 1984
 RL1441  PID         -  RL1441
 RL1441  STATE/COUNTY-  MI/ONTONAGON
 RL1441  USGS QUAD   -  OAK BLUFF (1982)
 RL1441
 RL1441                         *CURRENT SURVEY CONTROL
 RL1441  ___________________________________________________________________
 RL1441* NAD 83(1986)-  46 44 43.     (N)    089 22 24.     (W)     SCALED    
 RL1441* NAVD 88     -       274.05   (meters)     899.1    (feet)  RESET     
 RL1441  ___________________________________________________________________
 RL1441  GEOID HEIGHT-         -31.21  (meters)                     GEOID03
 RL1441
 RL1441  VERT ORDER  -  THIRD
 RL1441
 RL1441.The horizontal coordinates were scaled from a topographic map and have
 RL1441.an estimated accuracy of +/- 6 seconds.
 RL1441
 RL1441.The orthometric height was computed from unverified reset data.
 RL1441.No vertical observational check was made to the station.
 RL1441
 RL1441.The geoid height was determined by GEOID03.
 RL1441
 RL1441;                    North         East    Units  Estimated Accuracy
 RL1441;SPC MI N     -   220,780.    7,818,680.      MT  (+/- 180 meters Scaled)
 RL1441
 RL1441                          SUPERSEDED SURVEY CONTROL
 RL1441
 RL1441  NGVD 29 (03/27/06)  274.07   (m)          899.2    (f) RESET       3  
 RL1441
 RL1441.Superseded values are not recommended for survey control.
 RL1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1441.See file dsdata.txt to determine how the superseded data were derived.
 RL1441
 RL1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS187795(NAD 83)
 RL1441_MARKER: DB = BENCH MARK DISK
 RL1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1441_STAMPING: J 130 RESET 1984
 RL1441_PROJECTION: PROJECTING 20 CENTIMETERS
 RL1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1441+STABILITY: SURFACE MOTION
 RL1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1441+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 RL1441
 RL1441  HISTORY     - Date     Condition        Report By
 RL1441  HISTORY     - 1984     MONUMENTED       NGS
 RL1441  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL1441  HISTORY     - 20010615 GOOD             USPSQD
 RL1441  HISTORY     - 20040504 GOOD             GEOCAC
 RL1441  HISTORY     - 20040812 GOOD             USPSQD
 RL1441
 RL1441                          STATION DESCRIPTION
 RL1441
 RL1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 RL1441'9.8 MI SW FROM ONTONAGON.
 RL1441'1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION OF U.S.
 RL1441'HIGHWAY 45 IN ONTONAGON, THENCE 8.25 MILES SOUTHWEST ALONG NORWICH
 RL1441'ROAD, ABOUT 0.9 MILE SOUTHWEST OF THE BRIDGE OVER POTATOE RIVER,
 RL1441'SET ALONG THE EDGE OF WOODS, 50.0 FEET EAST OF THE CENTERLINE OF
 RL1441'NORWICH ROAD, AND 45.0 FEET SOUTH OF THE EXTENDED CENTERLINE OF
 RL1441'A WOODS ROAD LEADING NORTHWEST.
 RL1441'THE MARK IS 1.0 FT  W FROM A WITNESS POST.
 RL1441
 RL1441                          STATION RECOVERY (1996)
 RL1441
 RL1441'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1441'MARK NOT FOUND.
 RL1441
 RL1441                          STATION RECOVERY (2001)
 RL1441
 RL1441'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1441'RECOVERED IN GOOD CONDITION.
 RL1441
 RL1441                          STATION RECOVERY (2004)
 RL1441
 RL1441'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1441'NAD 83 -  46 44 50.3 (N) -   089 22 21.7 (W) HANDHELD DGPS
 RL1441' 
 RL1441'NOTE--THE SCALED POSITION DISAGREES WITH THE DGPS POSITION.
 RL1441' 
 RL1441'8.05 MILES SW ALONG NORWICH RD FROM HWY M-64.  ABOUT 0.7 MILE NORTH OF
 RL1441'A POWER LINE CROSSING NORWICH ROAD.  380 FT SOUTH OF A CROSS ROAD
 RL1441'CULVERT AT DIP IN ROAD, OPPOSITE A DRIVE WEST.
 RL1441
 RL1441                          STATION RECOVERY (2004)
 RL1441
 RL1441'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1357 ***********************************************************************
 RL1357  DESIGNATION -  J 131
 RL1357  PID         -  RL1357
 RL1357  STATE/COUNTY-  MI/ONTONAGON
 RL1357  USGS QUAD   -  GOGEBIC (1982)
 RL1357
 RL1357                         *CURRENT SURVEY CONTROL
 RL1357  ___________________________________________________________________
 RL1357* NAD 83(1986)-  46 37 17.     (N)    089 34 08.     (W)     SCALED    
 RL1357* NAVD 88     -       409.925  (meters)    1344.90   (feet)  ADJUSTED  
 RL1357  ___________________________________________________________________
 RL1357  GEOID HEIGHT-         -30.86  (meters)                     GEOID03
 RL1357  DYNAMIC HT  -         409.962 (meters)    1345.02  (feet)  COMP
 RL1357  MODELED GRAV-     980,689.9   (mgal)                       NAVD 88
 RL1357
 RL1357  VERT ORDER  -  SECOND    CLASS 0
 RL1357
 RL1357.The horizontal coordinates were scaled from a topographic map and have
 RL1357.an estimated accuracy of +/- 6 seconds.
 RL1357
 RL1357.The orthometric height was determined by differential leveling
 RL1357.and adjusted by the National Geodetic Survey in June 1991..
 RL1357
 RL1357.The geoid height was determined by GEOID03.
 RL1357
 RL1357.The dynamic height is computed by dividing the NAVD 88
 RL1357.geopotential number by the normal gravity value computed on the
 RL1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1357.degrees latitude (g = 980.6199 gals.).
 RL1357
 RL1357.The modeled gravity was interpolated from observed gravity values.
 RL1357
 RL1357;                    North         East    Units  Estimated Accuracy
 RL1357;SPC MI N     -   207,480.    7,803,300.      MT  (+/- 180 meters Scaled)
 RL1357
 RL1357                          SUPERSEDED SURVEY CONTROL
 RL1357
 RL1357  NGVD 29 (??/??/92)  409.940  (m)         1344.94   (f) ADJ UNCH    2 0
 RL1357
 RL1357.Superseded values are not recommended for survey control.
 RL1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1357.See file dsdata.txt to determine how the superseded data were derived.
 RL1357
 RL1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS033662(NAD 83)
 RL1357_MARKER: DB = BENCH MARK DISK
 RL1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1357_STAMPING: J 131 1948
 RL1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1357+STABILITY: SURFACE MOTION
 RL1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1357+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2004
 RL1357
 RL1357  HISTORY     - Date     Condition        Report By
 RL1357  HISTORY     - 1948     MONUMENTED       CGS
 RL1357  HISTORY     - 1987     GOOD             USPSQD
 RL1357  HISTORY     - 1989     GOOD             USPSQD
 RL1357  HISTORY     - 19950613 GOOD             USPSQD
 RL1357  HISTORY     - 20000808 GOOD             MIDT
 RL1357  HISTORY     - 20040803 GOOD             USPSQD
 RL1357
 RL1357                          STATION DESCRIPTION
 RL1357
 RL1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1357'2.2 MI NE FROM BERGLAND.
 RL1357'ABOUT 2.2 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1357'WITH STATE HIGHWAY 28 AT BERGLAND, ABOUT 0.2 MILE EAST OF THE
 RL1357'JUNCTION OF A ROAD NORTH AND A TURN IN THE HIGHWAY WITH TANGENTS
 RL1357'EAST AND SOUTH, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL1357'43 FEET WEST OF A FENCE CORNER, 1.5 FEET SOUTH OF AN EAST-WEST
 RL1357'FENCE LINE, NEAR THE TOP OF A HILL, 2.5 FEET WEST OF A WHITE
 RL1357'WOODEN WITNESS POST, 1.5 FEET BELOW THE HIGHWAY AND SET IN THE
 RL1357'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
 RL1357
 RL1357                          STATION RECOVERY (1987)
 RL1357
 RL1357'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1357'RECOVERED IN GOOD CONDITION.
 RL1357
 RL1357                          STATION RECOVERY (1989)
 RL1357
 RL1357'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1357'RECOVERED IN GOOD CONDITION.
 RL1357
 RL1357                          STATION RECOVERY (1995)
 RL1357
 RL1357'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1357'RECOVERED IN GOOD CONDITION.
 RL1357
 RL1357                          STATION RECOVERY (2000)
 RL1357
 RL1357'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1357'RECOVERED IN GOOD CONDITION.
 RL1357
 RL1357                          STATION RECOVERY (2004)
 RL1357
 RL1357'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0005 ***********************************************************************
 RM0005  DESIGNATION -  J 132
 RM0005  PID         -  RM0005
 RM0005  STATE/COUNTY-  MI/GOGEBIC
 RM0005  USGS QUAD   -  LAKE EVELYN (1973)
 RM0005
 RM0005                         *CURRENT SURVEY CONTROL
 RM0005  ___________________________________________________________________
 RM0005* NAD 83(1986)-  46 30 40.     (N)    090 07 28.     (W)     SCALED    
 RM0005* NAVD 88     -       373.071  (meters)    1223.98   (feet)  ADJUSTED  
 RM0005  ___________________________________________________________________
 RM0005  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0005  DYNAMIC HT  -         373.096 (meters)    1224.07  (feet)  COMP
 RM0005  MODELED GRAV-     980,670.4   (mgal)                       NAVD 88
 RM0005
 RM0005  VERT ORDER  -  SECOND    CLASS 0
 RM0005
 RM0005.The horizontal coordinates were scaled from a topographic map and have
 RM0005.an estimated accuracy of +/- 6 seconds.
 RM0005
 RM0005.The orthometric height was determined by differential leveling
 RM0005.and adjusted by the National Geodetic Survey in June 1991..
 RM0005
 RM0005.The geoid height was determined by GEOID03.
 RM0005
 RM0005.The dynamic height is computed by dividing the NAVD 88
 RM0005.geopotential number by the normal gravity value computed on the
 RM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0005.degrees latitude (g = 980.6199 gals.).
 RM0005
 RM0005.The modeled gravity was interpolated from observed gravity values.
 RM0005
 RM0005;                    North         East    Units  Estimated Accuracy
 RM0005;SPC MI N     -   196,760.    7,760,290.      MT  (+/- 180 meters Scaled)
 RM0005
 RM0005                          SUPERSEDED SURVEY CONTROL
 RM0005
 RM0005  NGVD 29 (??/??/92)  373.092  (m)         1224.05   (f) ADJ UNCH    2 0
 RM0005
 RM0005.Superseded values are not recommended for survey control.
 RM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0005.See file dsdata.txt to determine how the superseded data were derived.
 RM0005
 RM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM205548(NAD 83)
 RM0005_MARKER: DB = BENCH MARK DISK
 RM0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0005_STAMPING: J 132 1948
 RM0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0005+STABILITY: SURFACE MOTION
 RM0005
 RM0005  HISTORY     - Date     Condition        Report By
 RM0005  HISTORY     - 1948     MONUMENTED       CGS
 RM0005  HISTORY     - 1964     GOOD             NGS
 RM0005
 RM0005                          STATION DESCRIPTION
 RM0005
 RM0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0005'1.5 MI E FROM NORTH IRONWOOD.
 RM0005'ABOUT 1.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0005'RAILWAY FROM THE STATION AT NORTH IRONWOOD, ABOUT 0.35 MILE
 RM0005'WEST OF RAILWAY BRIDGE NO. 345, IN THE NORTHWEST QUARTER OF A
 RM0005'DIM PUBLIC ROAD CROSSING, 47 FEET NORTH OF THE NORTH RAIL,
 RM0005'35 FEET WEST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTHWEST
 RM0005'OF A FENCE CORNER, 3.5 FEET SOUTH OF THE FENCE LINE, 2 FEET
 RM0005'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 RM0005'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RM0005
 RM0005                          STATION RECOVERY (1964)
 RM0005
 RM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0039 ***********************************************************************
 RM0039  DESIGNATION -  J 133
 RM0039  PID         -  RM0039
 RM0039  STATE/COUNTY-  MI/GOGEBIC
 RM0039  USGS QUAD   -  PINE LAKE (1973)
 RM0039
 RM0039                         *CURRENT SURVEY CONTROL
 RM0039  ___________________________________________________________________
 RM0039* NAD 83(1986)-  46 34 43.     (N)    090 14 20.     (W)     SCALED    
 RM0039* NAVD 88     -       338.936  (meters)    1111.99   (feet)  ADJUSTED  
 RM0039  ___________________________________________________________________
 RM0039  GEOID HEIGHT-         -30.77  (meters)                     GEOID03
 RM0039  DYNAMIC HT  -         338.971 (meters)    1112.11  (feet)  COMP
 RM0039  MODELED GRAV-     980,708.7   (mgal)                       NAVD 88
 RM0039
 RM0039  VERT ORDER  -  SECOND    CLASS 0
 RM0039
 RM0039.The horizontal coordinates were scaled from a topographic map and have
 RM0039.an estimated accuracy of +/- 6 seconds.
 RM0039
 RM0039.The orthometric height was determined by differential leveling
 RM0039.and adjusted by the National Geodetic Survey in June 1991..
 RM0039
 RM0039.The geoid height was determined by GEOID03.
 RM0039
 RM0039.The dynamic height is computed by dividing the NAVD 88
 RM0039.geopotential number by the normal gravity value computed on the
 RM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0039.degrees latitude (g = 980.6199 gals.).
 RM0039
 RM0039.The modeled gravity was interpolated from observed gravity values.
 RM0039
 RM0039;                    North         East    Units  Estimated Accuracy
 RM0039;SPC MI N     -   204,610.    7,751,820.      MT  (+/- 180 meters Scaled)
 RM0039
 RM0039                          SUPERSEDED SURVEY CONTROL
 RM0039
 RM0039  NGVD 29 (??/??/92)  338.966  (m)         1112.09   (f) ADJ UNCH    2 0
 RM0039
 RM0039.Superseded values are not recommended for survey control.
 RM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0039.See file dsdata.txt to determine how the superseded data were derived.
 RM0039
 RM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM115620(NAD 83)
 RM0039_MARKER: DB = BENCH MARK DISK
 RM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0039_STAMPING: J 133 1948
 RM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0039+STABILITY: SURFACE MOTION
 RM0039
 RM0039  HISTORY     - Date     Condition        Report By
 RM0039  HISTORY     - 1948     MONUMENTED       CGS
 RM0039  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0039  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0039  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0039
 RM0039                          STATION DESCRIPTION
 RM0039
 RM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0039'8.6 MI NW FROM NORTH IRONWOOD.
 RM0039'ABOUT 8.55 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT
 RM0039'PARK FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT
 RM0039'NORTH IRONWOOD, ABOUT 0.95 MILE WEST OF A NORTH-SOUTH CROSSROAD,
 RM0039'ACROSS THE ROAD FROM AN ABANDONED HOUSE, 295 FEET WEST OF THE WEST
 RM0039'END OF A 12-FOOT CONCRETE BRIDGE OVER TRIPLET CREEK, 79 FEET WEST
 RM0039'OF THE CENTER LINE (PROLONGED) OF THE ROAD NORTH TO HOUSE, 38 FEET
 RM0039'SOUTH OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH-NORTHEAST OF
 RM0039'A TRIANGULAR BLAZED 30-INCH MAPLE TREE, 1 FOOT BELOW THE ROAD AND
 RM0039'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RM0039
 RM0039                          STATION RECOVERY (1987)
 RM0039
 RM0039'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0039'MARK NOT FOUND.
 RM0039
 RM0039                          STATION RECOVERY (1996)
 RM0039
 RM0039'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0039'MARK NOT FOUND.
 RM0039
 RM0039                          STATION RECOVERY (2002)
 RM0039
 RM0039'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1315 ***********************************************************************
 RL1315  DESIGNATION -  J 134
 RL1315  PID         -  RL1315
 RL1315  STATE/COUNTY-  MI/ONTONAGON
 RL1315  USGS QUAD   -  STATELINE LAKE (1982)
 RL1315
 RL1315                         *CURRENT SURVEY CONTROL
 RL1315  ___________________________________________________________________
 RL1315* NAD 83(1986)-  46 33 42.     (N)    089 40 50.     (W)     SCALED    
 RL1315* NAVD 88     -       407.904  (meters)    1338.27   (feet)  ADJUSTED  
 RL1315  ___________________________________________________________________
 RL1315  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 RL1315  DYNAMIC HT  -         407.931 (meters)    1338.35  (feet)  COMP
 RL1315  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 RL1315
 RL1315  VERT ORDER  -  FIRST     CLASS II
 RL1315
 RL1315.The horizontal coordinates were scaled from a topographic map and have
 RL1315.an estimated accuracy of +/- 6 seconds.
 RL1315
 RL1315.The orthometric height was determined by differential leveling
 RL1315.and adjusted by the National Geodetic Survey in June 1991..
 RL1315
 RL1315.The geoid height was determined by GEOID03.
 RL1315
 RL1315.The dynamic height is computed by dividing the NAVD 88
 RL1315.geopotential number by the normal gravity value computed on the
 RL1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1315.degrees latitude (g = 980.6199 gals.).
 RL1315
 RL1315.The modeled gravity was interpolated from observed gravity values.
 RL1315
 RL1315;                    North         East    Units  Estimated Accuracy
 RL1315;SPC MI N     -   201,130.    7,794,520.      MT  (+/- 180 meters Scaled)
 RL1315
 RL1315                          SUPERSEDED SURVEY CONTROL
 RL1315
 RL1315  NGVD 29 (??/??/92)  407.913  (m)         1338.29   (f) ADJ UNCH    1 2
 RL1315
 RL1315.Superseded values are not recommended for survey control.
 RL1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1315.See file dsdata.txt to determine how the superseded data were derived.
 RL1315
 RL1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS945599(NAD 83)
 RL1315_MARKER: DB = BENCH MARK DISK
 RL1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1315_STAMPING: J 134 1948
 RL1315_MARK LOGO: CGS   
 RL1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1315+STABILITY: SURFACE MOTION
 RL1315
 RL1315  HISTORY     - Date     Condition        Report By
 RL1315  HISTORY     - 1948     MONUMENTED       CGS
 RL1315  HISTORY     - 1985     GOOD             NGS
 RL1315  HISTORY     - 1987     GOOD             USPSQD
 RL1315  HISTORY     - 1988     GOOD             USPSQD
 RL1315  HISTORY     - 20010619 GOOD             USPSQD
 RL1315
 RL1315                          STATION DESCRIPTION
 RL1315
 RL1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1315'1.6 MI W FROM MERRIWEATHER.
 RL1315'ABOUT 1.55 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1315'WITH STATE HIGHWAY 64 IN MERRIWEATHER, 0.1 MILE EAST OF SPUR
 RL1315'275 ON THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY, AT THE
 RL1315'JUNCTION OF A LOGGING ROAD LEADING NORTHWEST, 159 FEET
 RL1315'NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTHWEST OF THE
 RL1315'CENTER LINE OF THE LOGGING ROAD, 20 FEET WEST OF POLE NO. 317,
 RL1315'IN LINE WITH THE ROW OF POWER POLES, 2 FEET SOUTH OF A WHITE
 RL1315'WOODEN WITNESS POST, ABOUT LEVEL WITH THE SIDE ROAD AND IN THE
 RL1315'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL1315
 RL1315                          STATION RECOVERY (1985)
 RL1315
 RL1315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1315'RECOVERED IN GOOD CONDITION.
 RL1315
 RL1315                          STATION RECOVERY (1987)
 RL1315
 RL1315'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1315'RECOVERED IN GOOD CONDITION.
 RL1315
 RL1315                          STATION RECOVERY (1988)
 RL1315
 RL1315'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1315'RECOVERED IN GOOD CONDITION.
 RL1315
 RL1315                          STATION RECOVERY (2001)
 RL1315
 RL1315'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0737 ***********************************************************************
 RL0737  DESIGNATION -  J 135
 RL0737  PID         -  RL0737
 RL0737  STATE/COUNTY-  MI/ONTONAGON
 RL0737  USGS QUAD   -  
 RL0737
 RL0737                         *CURRENT SURVEY CONTROL
 RL0737  ___________________________________________________________________
 RL0737* NAD 83(1986)-  46 50 13.     (N)    089 27 41.     (W)     SCALED    
 RL0737* NAVD 88     -       186.051  (meters)     610.40   (feet)  ADJUSTED  
 RL0737  ___________________________________________________________________
 RL0737  GEOID HEIGHT-         -31.11  (meters)                     GEOID03
 RL0737  DYNAMIC HT  -         186.080 (meters)     610.50  (feet)  COMP
 RL0737  MODELED GRAV-     980,769.1   (mgal)                       NAVD 88
 RL0737
 RL0737  VERT ORDER  -  SECOND    CLASS 0
 RL0737
 RL0737.The horizontal coordinates were scaled from a topographic map and have
 RL0737.an estimated accuracy of +/- 6 seconds.
 RL0737
 RL0737.The orthometric height was determined by differential leveling
 RL0737.and adjusted by the National Geodetic Survey in June 1991..
 RL0737
 RL0737.The geoid height was determined by GEOID03.
 RL0737
 RL0737.The dynamic height is computed by dividing the NAVD 88
 RL0737.geopotential number by the normal gravity value computed on the
 RL0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0737.degrees latitude (g = 980.6199 gals.).
 RL0737
 RL0737.The modeled gravity was interpolated from observed gravity values.
 RL0737
 RL0737;                    North         East    Units  Estimated Accuracy
 RL0737;SPC MI N     -   231,170.    7,812,270.      MT  (+/- 180 meters Scaled)
 RL0737
 RL0737                          SUPERSEDED SURVEY CONTROL
 RL0737
 RL0737  NGVD 29 (??/??/92)  186.084  (m)          610.51   (f) ADJ UNCH    2 0
 RL0737
 RL0737.Superseded values are not recommended for survey control.
 RL0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0737.See file dsdata.txt to determine how the superseded data were derived.
 RL0737
 RL0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS123899(NAD 83)
 RL0737_MARKER: DB = BENCH MARK DISK
 RL0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0737_STAMPING: J 135 1948
 RL0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0737+STABILITY: SURFACE MOTION
 RL0737
 RL0737  HISTORY     - Date     Condition        Report By
 RL0737  HISTORY     - 1948     MONUMENTED       CGS
 RL0737  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0737  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0737  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL0737  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RL0737
 RL0737                          STATION DESCRIPTION
 RL0737
 RL0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0737'5 MI NE FROM SILVER CITY.
 RL0737'ABOUT 5.05 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS
 RL0737'INTERSECTION WITH STATE HIGHWAY 107 IN SILVER CITY, 1.05 MILES
 RL0737'WEST OF THE CROSS ROAD IN GREEN, IN THE NORTHEAST QUARTER OF
 RL0737'THE INTERSECTION WITH A NORTH-SOUTH CROSS ROAD, 108 FEET EAST
 RL0737'OF THE CENTER LINE OF THE ROAD NORTH, 33 FEET NORTH OF THE
 RL0737'CENTER LINE OF THE HIGHWAY, 21 FEET NORTHWEST OF THE FIRST
 RL0737'POWER POLE EAST OF THE JUNCTION, 2 FEET SOUTH OF A WHITE WOODEN
 RL0737'WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 RL0737
 RL0737                          STATION RECOVERY (1977)
 RL0737
 RL0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0737'MARK NOT FOUND.
 RL0737
 RL0737                          STATION RECOVERY (1987)
 RL0737
 RL0737'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0737'MARK NOT FOUND.
 RL0737
 RL0737                          STATION RECOVERY (1995)
 RL0737
 RL0737'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0737'MARK NOT FOUND.
 RL0737
 RL0737                          STATION RECOVERY (2004)
 RL0737
 RL0737'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0737'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1309 ***********************************************************************
 RL1309  DESIGNATION -  J 136
 RL1309  PID         -  RL1309
 RL1309  STATE/COUNTY-  MI/ONTONAGON
 RL1309  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1309
 RL1309                         *CURRENT SURVEY CONTROL
 RL1309  ___________________________________________________________________
 RL1309* NAD 83(1986)-  46 49 04.     (N)    089 41 37.     (W)     SCALED    
 RL1309* NAVD 88     -       292.184  (meters)     958.61   (feet)  ADJUSTED  
 RL1309  ___________________________________________________________________
 RL1309  GEOID HEIGHT-         -30.81  (meters)                     GEOID03
 RL1309  DYNAMIC HT  -         292.225 (meters)     958.74  (feet)  COMP
 RL1309  MODELED GRAV-     980,745.7   (mgal)                       NAVD 88
 RL1309
 RL1309  VERT ORDER  -  SECOND    CLASS 0
 RL1309
 RL1309.The horizontal coordinates were scaled from a topographic map and have
 RL1309.an estimated accuracy of +/- 6 seconds.
 RL1309
 RL1309.The orthometric height was determined by differential leveling
 RL1309.and adjusted by the National Geodetic Survey in June 1991..
 RL1309
 RL1309.The geoid height was determined by GEOID03.
 RL1309
 RL1309.The dynamic height is computed by dividing the NAVD 88
 RL1309.geopotential number by the normal gravity value computed on the
 RL1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1309.degrees latitude (g = 980.6199 gals.).
 RL1309
 RL1309.The modeled gravity was interpolated from observed gravity values.
 RL1309
 RL1309;                    North         East    Units  Estimated Accuracy
 RL1309;SPC MI N     -   229,610.    7,794,490.      MT  (+/- 180 meters Scaled)
 RL1309
 RL1309                          SUPERSEDED SURVEY CONTROL
 RL1309
 RL1309  NGVD 29 (??/??/92)  292.213  (m)          958.70   (f) ADJ UNCH    2 0
 RL1309
 RL1309.Superseded values are not recommended for survey control.
 RL1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1309.See file dsdata.txt to determine how the superseded data were derived.
 RL1309
 RL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS945884(NAD 83)
 RL1309_MARKER: DB = BENCH MARK DISK
 RL1309_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1309_SP_SET: CULVERT
 RL1309_STAMPING: J 136 1948
 RL1309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1309+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1309
 RL1309  HISTORY     - Date     Condition        Report By
 RL1309  HISTORY     - 1948     MONUMENTED       CGS
 RL1309  HISTORY     - 1987     GOOD             USPSQD
 RL1309  HISTORY     - 1989     GOOD             USPSQD
 RL1309  HISTORY     - 19950613 GOOD             USPSQD
 RL1309  HISTORY     - 20040723 GOOD             MIDT
 RL1309
 RL1309                          STATION DESCRIPTION
 RL1309
 RL1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1309'6.1 MI SW FROM SILVER CITY.
 RL1309'ABOUT 6.1 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1309'JUNCTION WITH STATE HIGHWAY 64 IN SILVER CITY, AT THE JUNCTION
 RL1309'OF A DIM ROAD LEADING SOUTH, 200 FEET EAST OF A PROMINENT
 RL1309'AND WELL MARKED HIKERS TRAIL LEADING SOUTH TO GOVERNMENT PEAK,
 RL1309'SET IN THE TOP AND 3 FEET EAST OF THE WEST END OF THE SOUTH
 RL1309'HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 34 FEET WEST OF THE
 RL1309'CENTER OF THE ROAD SOUTH, 24 FEET SOUTH OF THE CENTER LINE
 RL1309'OF THE ROAD AND ABOUT ONE FOOT BELOW THE LEVEL OF THE HIGHWAY.
 RL1309
 RL1309                          STATION RECOVERY (1987)
 RL1309
 RL1309'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1309'RECOVERED IN GOOD CONDITION.
 RL1309
 RL1309                          STATION RECOVERY (1989)
 RL1309
 RL1309'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1309'RECOVERED IN GOOD CONDITION.
 RL1309
 RL1309                          STATION RECOVERY (1995)
 RL1309
 RL1309'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1309'RECOVERED IN GOOD CONDITION.
 RL1309
 RL1309                          STATION RECOVERY (2004)
 RL1309
 RL1309'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0864 ***********************************************************************
 RL0864  DESIGNATION -  J 137
 RL0864  PID         -  RL0864
 RL0864  STATE/COUNTY-  MI/ONTONAGON
 RL0864  USGS QUAD   -  
 RL0864
 RL0864                         *CURRENT SURVEY CONTROL
 RL0864  ___________________________________________________________________
 RL0864* NAD 83(1986)-  46 41 58.     (N)    089 13 46.     (W)     SCALED    
 RL0864* NAVD 88     -       350.302  (meters)    1149.28   (feet)  ADJUSTED  
 RL0864  ___________________________________________________________________
 RL0864  GEOID HEIGHT-         -31.70  (meters)                     GEOID03
 RL0864  DYNAMIC HT  -         350.331 (meters)    1149.38  (feet)  COMP
 RL0864  MODELED GRAV-     980,686.7   (mgal)                       NAVD 88
 RL0864
 RL0864  VERT ORDER  -  SECOND    CLASS 0
 RL0864
 RL0864.The horizontal coordinates were scaled from a topographic map and have
 RL0864.an estimated accuracy of +/- 6 seconds.
 RL0864
 RL0864.The orthometric height was determined by differential leveling
 RL0864.and adjusted by the National Geodetic Survey in June 1991..
 RL0864
 RL0864.The geoid height was determined by GEOID03.
 RL0864
 RL0864.The dynamic height is computed by dividing the NAVD 88
 RL0864.geopotential number by the normal gravity value computed on the
 RL0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0864.degrees latitude (g = 980.6199 gals.).
 RL0864
 RL0864.The modeled gravity was interpolated from observed gravity values.
 RL0864
 RL0864;                    North         East    Units  Estimated Accuracy
 RL0864;SPC MI N     -   215,370.    7,829,520.      MT  (+/- 180 meters Scaled)
 RL0864
 RL0864                          SUPERSEDED SURVEY CONTROL
 RL0864
 RL0864  NGVD 29 (??/??/92)  350.309  (m)         1149.31   (f) ADJ UNCH    2 0
 RL0864
 RL0864.Superseded values are not recommended for survey control.
 RL0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0864.See file dsdata.txt to determine how the superseded data were derived.
 RL0864
 RL0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS295741(NAD 83)
 RL0864_MARKER: DB = BENCH MARK DISK
 RL0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0864_STAMPING: J 137 1948
 RL0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0864+STABILITY: SURFACE MOTION
 RL0864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0864+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0864
 RL0864  HISTORY     - Date     Condition        Report By
 RL0864  HISTORY     - 1948     MONUMENTED       CGS
 RL0864  HISTORY     - 1977     POOR             USGS
 RL0864  HISTORY     - 20010619 GOOD             USPSQD
 RL0864  HISTORY     - 20040507 GOOD             GEOCAC
 RL0864
 RL0864                          STATION DESCRIPTION
 RL0864
 RL0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0864'4.2 MI SW FROM ROCKLAND.
 RL0864'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0864'ROCKLAND, THENCE 4.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0864'IN THE NORTHEAST QUARTER OF THE ROAD JUNCTION IN VICTORIA, 36
 RL0864'FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 27 FEET NORTH
 RL0864'OF THE CENTER LINE OF A CROSS ROAD, 52 FEET SOUTHWEST OF THE
 RL0864'SOUTHWEST CORNER OF A CABIN, 10 FEET NORTHWEST OF A LARGE TWIN
 RL0864'MAPLE TREE AND U.S.G.S. BENCH MARK 1149.2, 2 FEET WEST OF A
 RL0864'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 RL0864'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0864
 RL0864                          STATION RECOVERY (1977)
 RL0864
 RL0864'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0864'MARK RECOVERED IN POOR CONDITION.
 RL0864
 RL0864                          STATION RECOVERY (2001)
 RL0864
 RL0864'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0864'RECOVERED IN GOOD CONDITION.
 RL0864
 RL0864                          STATION RECOVERY (2004)
 RL0864
 RL0864'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0864'NAD 83 -  46 41 55.6 (N) -  089 13 46.4 (W)  HANDHELD DGPS
 RL0864' 
 RL0864'LOCATED AT VICTORIA.  27 FT NORTH OF THE C/L OF DRIVE TO 25162
 RL0864'VICTORIA DAM ROAD.  OLD WITNESS SING NAILED TO THE LARGE TWIN MAPLE.
 RL0864' 
 RL0864' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0772 ***********************************************************************
 RL0772  DESIGNATION -  J 138
 RL0772  PID         -  RL0772
 RL0772  STATE/COUNTY-  MI/ONTONAGON
 RL0772  USGS QUAD   -  
 RL0772
 RL0772                         *CURRENT SURVEY CONTROL
 RL0772  ___________________________________________________________________
 RL0772* NAD 83(1986)-  46 33 51.     (N)    089 02 16.     (W)     SCALED    
 RL0772* NAVD 88     -       349.350  (meters)    1146.16   (feet)  ADJUSTED  
 RL0772  ___________________________________________________________________
 RL0772  GEOID HEIGHT-         -32.25  (meters)                     GEOID03
 RL0772  DYNAMIC HT  -         349.363 (meters)    1146.20  (feet)  COMP
 RL0772  MODELED GRAV-     980,642.8   (mgal)                       NAVD 88
 RL0772
 RL0772  VERT ORDER  -  SECOND    CLASS 0
 RL0772
 RL0772.The horizontal coordinates were scaled from a topographic map and have
 RL0772.an estimated accuracy of +/- 6 seconds.
 RL0772
 RL0772.The orthometric height was determined by differential leveling
 RL0772.and adjusted by the National Geodetic Survey in June 1991..
 RL0772
 RL0772.The geoid height was determined by GEOID03.
 RL0772
 RL0772.The dynamic height is computed by dividing the NAVD 88
 RL0772.geopotential number by the normal gravity value computed on the
 RL0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0772.degrees latitude (g = 980.6199 gals.).
 RL0772
 RL0772.The modeled gravity was interpolated from observed gravity values.
 RL0772
 RL0772;                    North         East    Units  Estimated Accuracy
 RL0772;SPC MI N     -   199,940.    7,843,790.      MT  (+/- 180 meters Scaled)
 RL0772
 RL0772                          SUPERSEDED SURVEY CONTROL
 RL0772
 RL0772  NGVD 29 (??/??/92)  349.364  (m)         1146.21   (f) ADJ UNCH    2 0
 RL0772
 RL0772.Superseded values are not recommended for survey control.
 RL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0772.See file dsdata.txt to determine how the superseded data were derived.
 RL0772
 RL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS438587(NAD 83)
 RL0772_MARKER: DB = BENCH MARK DISK
 RL0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0772_STAMPING: J 138 1948
 RL0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0772+STABILITY: SURFACE MOTION
 RL0772
 RL0772  HISTORY     - Date     Condition        Report By
 RL0772  HISTORY     - 1948     MONUMENTED       CGS
 RL0772  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0772  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0772
 RL0772                          STATION DESCRIPTION
 RL0772
 RL0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0772'6.8 MI N FROM TROUT CREEK.
 RL0772'ABOUT 6.85 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 RL0772'AT TROUT CREEK, ABOUT 1.1 MILES WEST OF THE JUNCTION OF SIDE
 RL0772'ROADS NORTH AND NORTHEAST, ABOUT 0.8 MILE EAST OF A TURN IN THE
 RL0772'ROAD WITH TANGENTS NORTH AND EAST, SET JUST WEST OF A CLEARING
 RL0772'ON NORTH SIDE OF ROAD, AT THE JUNCTION OF A DIM ROAD NORTH, 41
 RL0772'FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET WEST OF THE
 RL0772'CENTER LINE OF THE DIM ROAD, 2 FEET SOUTH OF A WHITE WOODEN
 RL0772'WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 RL0772'CONCRETE POST PROJECTING 5 INCHES.
 RL0772
 RL0772                          STATION RECOVERY (2001)
 RL0772
 RL0772'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0772'MARK NOT FOUND.
 RL0772
 RL0772                          STATION RECOVERY (2004)
 RL0772
 RL0772'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0224 ***********************************************************************
 PL0224  DESIGNATION -  J 14
 PL0224  PID         -  PL0224
 PL0224  STATE/COUNTY-  MI/WEXFORD
 PL0224  USGS QUAD   -  
 PL0224
 PL0224                         *CURRENT SURVEY CONTROL
 PL0224  ___________________________________________________________________
 PL0224* NAD 83(1986)-  44 23 47.     (N)    085 24 04.     (W)     SCALED    
 PL0224* NAVD 88     -       349.612  (meters)    1147.02   (feet)  ADJUSTED  
 PL0224  ___________________________________________________________________
 PL0224  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 PL0224  DYNAMIC HT  -         349.569 (meters)    1146.88  (feet)  COMP
 PL0224  MODELED GRAV-     980,485.1   (mgal)                       NAVD 88
 PL0224
 PL0224  VERT ORDER  -  FIRST     CLASS II
 PL0224
 PL0224.The horizontal coordinates were scaled from a topographic map and have
 PL0224.an estimated accuracy of +/- 6 seconds.
 PL0224
 PL0224.The orthometric height was determined by differential leveling
 PL0224.and adjusted by the National Geodetic Survey in June 1991..
 PL0224
 PL0224.The geoid height was determined by GEOID03.
 PL0224
 PL0224.The dynamic height is computed by dividing the NAVD 88
 PL0224.geopotential number by the normal gravity value computed on the
 PL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0224.degrees latitude (g = 980.6199 gals.).
 PL0224
 PL0224.The modeled gravity was interpolated from observed gravity values.
 PL0224
 PL0224;                    North         East    Units  Estimated Accuracy
 PL0224;SPC MI C     -   120,510.    5,917,590.      MT  (+/- 180 meters Scaled)
 PL0224
 PL0224                          SUPERSEDED SURVEY CONTROL
 PL0224
 PL0224  NGVD 29 (??/??/92)  349.701  (m)         1147.31   (f) ADJ UNCH    1 2
 PL0224
 PL0224.Superseded values are not recommended for survey control.
 PL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0224.See file dsdata.txt to determine how the superseded data were derived.
 PL0224
 PL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ273171(NAD 83)
 PL0224_MARKER: Q = CHISELED SQUARE
 PL0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0224_SP_SET: CULVERT
 PL0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0224
 PL0224  HISTORY     - Date     Condition        Report By
 PL0224  HISTORY     - UNK      MONUMENTED       CGS
 PL0224  HISTORY     - 1934     POOR             NGS
 PL0224  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0224
 PL0224                          STATION DESCRIPTION
 PL0224
 PL0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0224'0.9 MI S FROM MANTON.
 PL0224'0.9 MILE SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0224'AT MANTON, AT A CONCRETE CULVERT, AND ON THE NORTHWEST CORNER OF
 PL0224'THE WEST HEADWALL.  A CHISELED SQUARE.  NOTE-- HALF OF THE
 PL0224'CHISELED SQUARE WHICH IS ON THE EXTREME NORTHWEST CORNER OF THE
 PL0224'WEST HEADWALL, HAS BEEN CARRIED AWAY BY CHIPPING OF THE CORNER,
 PL0224'BUT MARK IS USABLE.  HEADWALL HAS SHEARED AWAY FROM THE FLOOR
 PL0224'(OR CEILING) OF THE CULVERT.
 PL0224
 PL0224                          STATION RECOVERY (1996)
 PL0224
 PL0224'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1223 ***********************************************************************
 RL1223  DESIGNATION -  J 140
 RL1223  PID         -  RL1223
 RL1223  STATE/COUNTY-  MI/GOGEBIC
 RL1223  USGS QUAD   -  WAKEFIELD NE (1975)
 RL1223
 RL1223                         *CURRENT SURVEY CONTROL
 RL1223  ___________________________________________________________________
 RL1223* NAD 83(1986)-  46 26 15.     (N)    089 50 25.     (W)     SCALED    
 RL1223* NAVD 88     -       461.296  (meters)    1513.44   (feet)  ADJUSTED  
 RL1223  ___________________________________________________________________
 RL1223  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 RL1223  DYNAMIC HT  -         461.301 (meters)    1513.45  (feet)  COMP
 RL1223  MODELED GRAV-     980,610.5   (mgal)                       NAVD 88
 RL1223
 RL1223  VERT ORDER  -  SECOND    CLASS 0
 RL1223
 RL1223.The horizontal coordinates were scaled from a topographic map and have
 RL1223.an estimated accuracy of +/- 6 seconds.
 RL1223
 RL1223.The orthometric height was determined by differential leveling
 RL1223.and adjusted by the National Geodetic Survey in June 1991..
 RL1223
 RL1223.The geoid height was determined by GEOID03.
 RL1223
 RL1223.The dynamic height is computed by dividing the NAVD 88
 RL1223.geopotential number by the normal gravity value computed on the
 RL1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1223.degrees latitude (g = 980.6199 gals.).
 RL1223
 RL1223.The modeled gravity was interpolated from observed gravity values.
 RL1223
 RL1223;                    North         East    Units  Estimated Accuracy
 RL1223;SPC MI N     -   187,760.    7,781,790.      MT  (+/- 180 meters Scaled)
 RL1223
 RL1223                          SUPERSEDED SURVEY CONTROL
 RL1223
 RL1223  NGVD 29 (??/??/92)  461.299  (m)         1513.45   (f) ADJ UNCH    2 0
 RL1223
 RL1223.Superseded values are not recommended for survey control.
 RL1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1223.See file dsdata.txt to determine how the superseded data were derived.
 RL1223
 RL1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS818465(NAD 83)
 RL1223_MARKER: DB = BENCH MARK DISK
 RL1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1223_STAMPING: J 140 1948
 RL1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1223+STABILITY: SURFACE MOTION
 RL1223
 RL1223  HISTORY     - Date     Condition        Report By
 RL1223  HISTORY     - 1948     MONUMENTED       CGS
 RL1223  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1223  HISTORY     - 19910814 MARK NOT FOUND   MIDT
 RL1223  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1223  HISTORY     - 20000814 MARK NOT FOUND   MIDT
 RL1223  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1223
 RL1223                          STATION DESCRIPTION
 RL1223
 RL1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1223'5.4 MI SE FROM WAKEFIELD.
 RL1223'ABOUT 5.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1223'SCHOOL AT WAKEFIELD, NEAR THE TOP OF A GRADE, ON THE SOUTHEAST
 RL1223'SLOPE OF HILL, ABOUT 75 FEET EAST OF THE CREST OF GRADE, ABOUT
 RL1223'0.15 MILE NORTHWEST OF AN 18-INCH PIPE CULVERT, ABOUT 0.35 MILE
 RL1223'NORTHWEST OF A SIDE ROAD SOUTHWEST, 44 FEET NORTHEAST OF THE
 RL1223'CENTER LINE OF THE HIGHWAY, 29 FEET SOUTHEAST OF A TRIANGULAR
 RL1223'BLAZED 22-INCH HARD MAPLE TREE, 6 FEET SOUTH-SOUTHEAST OF A
 RL1223'SMALL FIR TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL1223'POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL1223'POST PROJECTING 7 INCHES.
 RL1223
 RL1223                          STATION RECOVERY (1987)
 RL1223
 RL1223'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1223'MARK NOT FOUND.
 RL1223
 RL1223                          STATION RECOVERY (1991)
 RL1223
 RL1223'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BTR)
 RL1223'MARK NOT FOUND.
 RL1223
 RL1223                          STATION RECOVERY (1995)
 RL1223
 RL1223'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1223'MARK NOT FOUND.
 RL1223
 RL1223                          STATION RECOVERY (2000)
 RL1223
 RL1223'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1223'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 RL1223
 RL1223                          STATION RECOVERY (2004)
 RL1223
 RL1223'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1223'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0981 ***********************************************************************
 RL0981  DESIGNATION -  J 141
 RL0981  PID         -  RL0981
 RL0981  STATE/COUNTY-  MI/GOGEBIC
 RL0981  USGS QUAD   -  STAR LAKE (1982)
 RL0981
 RL0981                         *CURRENT SURVEY CONTROL
 RL0981  ___________________________________________________________________
 RL0981* NAD 83(1986)-  46 19 45.     (N)    089 27 45.     (W)     SCALED    
 RL0981* NAVD 88     -       479.421  (meters)    1572.90   (feet)  ADJUSTED  
 RL0981  ___________________________________________________________________
 RL0981  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL0981  DYNAMIC HT  -         479.433 (meters)    1572.94  (feet)  COMP
 RL0981  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 RL0981
 RL0981  VERT ORDER  -  SECOND    CLASS 0
 RL0981
 RL0981.The horizontal coordinates were scaled from a topographic map and have
 RL0981.an estimated accuracy of +/- 6 seconds.
 RL0981
 RL0981.The orthometric height was determined by differential leveling
 RL0981.and adjusted by the National Geodetic Survey in June 1991..
 RL0981
 RL0981.The geoid height was determined by GEOID03.
 RL0981
 RL0981.The dynamic height is computed by dividing the NAVD 88
 RL0981.geopotential number by the normal gravity value computed on the
 RL0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0981.degrees latitude (g = 980.6199 gals.).
 RL0981
 RL0981.The modeled gravity was interpolated from observed gravity values.
 RL0981
 RL0981;                    North         East    Units  Estimated Accuracy
 RL0981;SPC MI N     -   174,760.    7,810,430.      MT  (+/- 180 meters Scaled)
 RL0981
 RL0981                          SUPERSEDED SURVEY CONTROL
 RL0981
 RL0981  NGVD 29 (??/??/92)  479.438  (m)         1572.96   (f) ADJ UNCH    2 0
 RL0981
 RL0981.Superseded values are not recommended for survey control.
 RL0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0981.See file dsdata.txt to determine how the superseded data were derived.
 RL0981
 RL0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS104335(NAD 83)
 RL0981_MARKER: DB = BENCH MARK DISK
 RL0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0981_STAMPING: J 141 1948
 RL0981_MARK LOGO: CGS   
 RL0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0981+STABILITY: SURFACE MOTION
 RL0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0981+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 RL0981
 RL0981  HISTORY     - Date     Condition        Report By
 RL0981  HISTORY     - 1948     MONUMENTED       CGS
 RL0981  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0981  HISTORY     - 19950830 GOOD             MIDT
 RL0981  HISTORY     - 19950830 GOOD             MIDT
 RL0981  HISTORY     - 20050414 GOOD             GEOCAC
 RL0981
 RL0981                          STATION DESCRIPTION
 RL0981
 RL0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0981'13.2 MI E FROM MARENISCO.
 RL0981'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0981'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0981'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 500 FEET
 RL0981'SOUTHEAST OF A GRAVEL ROAD LEADING NORTHEAST, 168 FEET NORTHWEST
 RL0981'OF A GRAVEL ROAD SOUTH TO LANGFORD LAKE, 95 FEET WEST OF THE
 RL0981'CENTER LINE OF THE HIGHWAY AT THE NORTHWEST RAIL OF THE CHICAGO
 RL0981'AND NORTH WESTERN RAILWAY CROSSING HIGHWAY, 28 FEET NORTH OF
 RL0981'THE NORTH RAIL OF THE C. AND N W RY., 44 FEET SOUTHWEST OF THE
 RL0981'CENTER LINE OF THE HIGHWAY, 13 FEET EAST OF A TELEPHONE POLE
 RL0981'(RY. MILE POST 307), 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RL0981'POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 RL0981'CONCRETE POST PROJECTING 6 INCHES.
 RL0981
 RL0981                          STATION RECOVERY (1987)
 RL0981
 RL0981'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0981'MARK NOT FOUND.
 RL0981
 RL0981                          STATION RECOVERY (1995)
 RL0981
 RL0981'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0981'RECOVERED AS DESCRIBED.
 RL0981
 RL0981                          STATION RECOVERY (1995)
 RL0981
 RL0981'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0981'STATION IS LOCATED ABOUT 12.6 MI (20.3 KM) SOUTHEAST OF MARENISCO. TO
 RL0981'REACH FROM THE JUNCTION OF US HIGHWAY 2 AND STATE ROUTE M-64 AT
 RL0981'MARENISCO, GO SOUTHEAST ALONG HIGHWAY 2 FOR 10.65 MI (17.14 KM) TO A
 RL0981'ROAD RIGHT.  TURN RIGHT AND FOLLOW OLD US HIGHWAY 2 FOR 1.9 MI (3.1
 RL0981'KM) TO THE OLD RAILROAD CROSSING AND THE MARK ON THE RIGHT. STATION IS
 RL0981'95.O FTWEST ALONG THE ROAD CENTERLINE FROM THE JUNCTION WITH THE OLD
 RL0981'RR GRADE, ABOUT 30.0 FT (9.1 M) WEST OF THE CENTERLINE OF THE GRADE,
 RL0981'44.0 FT (13.4 M) SOUTHWEST OF THE ROAD CENTERLINE, 13.0 FT (4.0 M)
 RL0981'EAST OF THE STUB OF THE TELEPHONE POLE, 0.5 FT (15.2 CM) NORTH OF A
 RL0981'CARSONITE WITNESS POST AND ABOUT 1.5 FEET (0.5 M) ABOVE THE ROAD.
 RL0981
 RL0981                          STATION RECOVERY (2005)
 RL0981
 RL0981'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0981'NAD 83(1986)-  46 19 46.6 (N)    089 27 45.4 (W)  HANDHELD GPS
 RL0981' 
 RL0981'NOTE-OLD RR GRADE IS AN ATV/SNOWMOBILE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1201 ***********************************************************************
 RL1201  DESIGNATION -  J 142
 RL1201  PID         -  RL1201
 RL1201  STATE/COUNTY-  MI/GOGEBIC
 RL1201  USGS QUAD   -  MARSHALL CREEK (1982)
 RL1201
 RL1201                         *CURRENT SURVEY CONTROL
 RL1201  ___________________________________________________________________
 RL1201* NAD 83(1986)-  46 23 50.     (N)    089 36 27.     (W)     SCALED    
 RL1201* NAVD 88     -       483.958  (meters)    1587.79   (feet)  ADJUSTED  
 RL1201  ___________________________________________________________________
 RL1201  GEOID HEIGHT-         -31.06  (meters)                     GEOID03
 RL1201  DYNAMIC HT  -         483.963 (meters)    1587.80  (feet)  COMP
 RL1201  MODELED GRAV-     980,609.4   (mgal)                       NAVD 88
 RL1201
 RL1201  VERT ORDER  -  SECOND    CLASS 0
 RL1201
 RL1201.The horizontal coordinates were scaled from a topographic map and have
 RL1201.an estimated accuracy of +/- 6 seconds.
 RL1201
 RL1201.The orthometric height was determined by differential leveling
 RL1201.and adjusted by the National Geodetic Survey in June 1991..
 RL1201
 RL1201.The geoid height was determined by GEOID03.
 RL1201
 RL1201.The dynamic height is computed by dividing the NAVD 88
 RL1201.geopotential number by the normal gravity value computed on the
 RL1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1201.degrees latitude (g = 980.6199 gals.).
 RL1201
 RL1201.The modeled gravity was interpolated from observed gravity values.
 RL1201
 RL1201;                    North         East    Units  Estimated Accuracy
 RL1201;SPC MI N     -   182,670.    7,799,520.      MT  (+/- 180 meters Scaled)
 RL1201
 RL1201                          SUPERSEDED SURVEY CONTROL
 RL1201
 RL1201  NGVD 29 (??/??/92)  483.956  (m)         1587.78   (f) ADJ UNCH    2 0
 RL1201
 RL1201.Superseded values are not recommended for survey control.
 RL1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1201.See file dsdata.txt to determine how the superseded data were derived.
 RL1201
 RL1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS995414(NAD 83)
 RL1201_MARKER: DB = BENCH MARK DISK
 RL1201_SETTING: 66 = SET IN ROCK OUTCROP
 RL1201_SP_SET: ROCK OUTCROP
 RL1201_STAMPING: J 142 1948
 RL1201_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1201+STABILITY: POSITION/ELEVATION WELL
 RL1201
 RL1201  HISTORY     - Date     Condition        Report By
 RL1201  HISTORY     - 1948     MONUMENTED       CGS
 RL1201  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1201  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1201  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1201  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 RL1201
 RL1201                          STATION DESCRIPTION
 RL1201
 RL1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1201'5.2 MI NE FROM MARENISCO.
 RL1201'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1201'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1201'2.1 MILES SOUTHWEST OF THE BRIDGE OVER MARSHALL CREEK, SET IN
 RL1201'THE WEST EDGE OF A LARGE PROMINENT OUTCROPPING ROCK, ABOUT 0.15
 RL1201'MILE NORTHEAST OF THE JUNCTION OF A ROAD EAST, 73 FEET SOUTHWEST
 RL1201'OF A TRIANGULAR BLAZED 28-INCH HARD MAPLE TREE, 68 FEET NORTH
 RL1201'AND ACROSS THE HIGHWAY FROM A TRIANGULAR BLAZED 18-INCH FIR
 RL1201'TREE, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 RL1201'SOUTH OF A ROW OF POWER POLES, SET IN A SMALL BENCH ON SOUTH
 RL1201'SIDE OF THE EXTREME WEST PART OF OUTCROPPING ROCK AND ABOUT 3
 RL1201'FEET ABOVE THE ROAD.
 RL1201
 RL1201                          STATION RECOVERY (1978)
 RL1201
 RL1201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1201'MARK NOT FOUND.
 RL1201
 RL1201                          STATION RECOVERY (1987)
 RL1201
 RL1201'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1201'MARK NOT FOUND.
 RL1201
 RL1201                          STATION RECOVERY (1995)
 RL1201
 RL1201'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1201'MARK NOT FOUND.
 RL1201
 RL1201                          STATION RECOVERY (2004)
 RL1201
 RL1201'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1058 ***********************************************************************
 RL1058  DESIGNATION -  J 144
 RL1058  PID         -  RL1058
 RL1058  STATE/COUNTY-  MI/ONTONAGON
 RL1058  USGS QUAD   -  
 RL1058
 RL1058                         *CURRENT SURVEY CONTROL
 RL1058  ___________________________________________________________________
 RL1058* NAD 83(1986)-  46 24 51.     (N)    089 14 27.     (W)     SCALED    
 RL1058* NAVD 88     -       375.570  (meters)    1232.18   (feet)  ADJUSTED  
 RL1058  ___________________________________________________________________
 RL1058  GEOID HEIGHT-         -31.52  (meters)                     GEOID03
 RL1058  DYNAMIC HT  -         375.585 (meters)    1232.23  (feet)  COMP
 RL1058  MODELED GRAV-     980,644.6   (mgal)                       NAVD 88
 RL1058
 RL1058  VERT ORDER  -  SECOND    CLASS 0
 RL1058
 RL1058.The horizontal coordinates were scaled from a topographic map and have
 RL1058.an estimated accuracy of +/- 6 seconds.
 RL1058
 RL1058.The orthometric height was determined by differential leveling
 RL1058.and adjusted by the National Geodetic Survey in June 1991..
 RL1058
 RL1058.The geoid height was determined by GEOID03.
 RL1058
 RL1058.The dynamic height is computed by dividing the NAVD 88
 RL1058.geopotential number by the normal gravity value computed on the
 RL1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1058.degrees latitude (g = 980.6199 gals.).
 RL1058
 RL1058.The modeled gravity was interpolated from observed gravity values.
 RL1058
 RL1058;                    North         East    Units  Estimated Accuracy
 RL1058;SPC MI N     -   183,690.    7,827,760.      MT  (+/- 180 meters Scaled)
 RL1058
 RL1058                          SUPERSEDED SURVEY CONTROL
 RL1058
 RL1058  NGVD 29 (??/??/92)  375.595  (m)         1232.26   (f) ADJ UNCH    2 0
 RL1058
 RL1058.Superseded values are not recommended for survey control.
 RL1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1058.See file dsdata.txt to determine how the superseded data were derived.
 RL1058
 RL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS277425(NAD 83)
 RL1058_MARKER: DB = BENCH MARK DISK
 RL1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1058_STAMPING: J 144 1948
 RL1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1058+STABILITY: SURFACE MOTION
 RL1058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1058+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2004
 RL1058
 RL1058  HISTORY     - Date     Condition        Report By
 RL1058  HISTORY     - 1948     MONUMENTED       CGS
 RL1058  HISTORY     - 20010617 GOOD             USPSQD
 RL1058  HISTORY     - 20041028 GOOD             GEOCAC
 RL1058
 RL1058                          STATION DESCRIPTION
 RL1058
 RL1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1058'9.8 MI SE FROM EWEN.
 RL1058'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL1058'CHAPEL AT EWEN, THENCE ABOUT 8.85 MILES SOUTH ALONG A GRAVEL
 RL1058'ROAD, ABOUT 0.3 MILE SOUTH OF A 12-FOOT WOODEN BRIDGE, 51 FEET
 RL1058'SOUTH OF A TRIANGULAR BLAZED 6-INCH ASPEN TREE, 31 FEET WEST
 RL1058'OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTH-SOUTHEAST OF A
 RL1058'TRIANGULAR BLAZED 6-INCH ASPEN TREE, 20 FEET EAST-NORTHEAST
 RL1058'OF A 4-INCH SPRUCE TREE, 2 1/2 FEET SOUTH OF A WHITE WOODEN
 RL1058'WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 RL1058'CONCRETE POST PROJECTING 6 INCHES.  TO REACH FROM THE POST
 RL1058'OFFICE AT PAULDING GO ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY
 RL1058'45, THENCE ABOUT 3.2 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 RL1058'ABOUT 0.65 MILE NORTH ALONG A GRAVEL ROAD LEADING TO EWEN.
 RL1058
 RL1058                          STATION RECOVERY (2001)
 RL1058
 RL1058'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1058'RECOVERED IN GOOD CONDITION.
 RL1058
 RL1058                          STATION RECOVERY (2004)
 RL1058
 RL1058'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1058'NAD 83 -  46 24 50.8 (N) -   089 14 26.4 W) HANDHELD DGPS
 RL1058' 
 RL1058'THE ROAD IS NAMED CHOATE ROAD.
 RL1058' 
 RL1058'MARK IS ABOUT 0.65 MILE NORTH ALONG CHOATE ROAD FROM THE JUNCTION WITH
 RL1058'SLEEPY HOLLOW RD. IT IS 35 FT SOUTH AND 31 FT WEST FROM C/L ROAD AT A
 RL1058'ROAD SIGN ON EAST SIDE 'DO NOT PASS',  2.5 FT SOUTH OF A METAL WITNESS
 RL1058'POST (NO SIGN), 2 FT BELOW LEVEL WITH THE ROAD.
 RL1058' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1255 ***********************************************************************
 RL1255  DESIGNATION -  J 145
 RL1255  PID         -  RL1255
 RL1255  STATE/COUNTY-  MI/GOGEBIC
 RL1255  USGS QUAD   -  CHANEY LAKE (1982)
 RL1255
 RL1255                         *CURRENT SURVEY CONTROL
 RL1255  ___________________________________________________________________
 RL1255* NAD 83(1986)-  46 20 03.     (N)    089 55 16.     (W)     SCALED    
 RL1255* NAVD 88     -       504.207  (meters)    1654.22   (feet)  ADJUSTED  
 RL1255  ___________________________________________________________________
 RL1255  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 RL1255  DYNAMIC HT  -         504.201 (meters)    1654.20  (feet)  COMP
 RL1255  MODELED GRAV-     980,586.8   (mgal)                       NAVD 88
 RL1255
 RL1255  VERT ORDER  -  SECOND    CLASS 0
 RL1255
 RL1255.The horizontal coordinates were scaled from a topographic map and have
 RL1255.an estimated accuracy of +/- 6 seconds.
 RL1255
 RL1255.The orthometric height was determined by differential leveling
 RL1255.and adjusted by the National Geodetic Survey in June 1991..
 RL1255
 RL1255.The geoid height was determined by GEOID03.
 RL1255
 RL1255.The dynamic height is computed by dividing the NAVD 88
 RL1255.geopotential number by the normal gravity value computed on the
 RL1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1255.degrees latitude (g = 980.6199 gals.).
 RL1255
 RL1255.The modeled gravity was interpolated from observed gravity values.
 RL1255
 RL1255;                    North         East    Units  Estimated Accuracy
 RL1255;SPC MI N     -   176,510.    7,775,160.      MT  (+/- 180 meters Scaled)
 RL1255
 RL1255                          SUPERSEDED SURVEY CONTROL
 RL1255
 RL1255  NGVD 29 (??/??/92)  504.194  (m)         1654.18   (f) ADJ UNCH    2 0
 RL1255
 RL1255.Superseded values are not recommended for survey control.
 RL1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1255.See file dsdata.txt to determine how the superseded data were derived.
 RL1255
 RL1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS751353(NAD 83)
 RL1255_MARKER: DB = BENCH MARK DISK
 RL1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1255_STAMPING: J 145 1948
 RL1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1255+STABILITY: SURFACE MOTION
 RL1255
 RL1255  HISTORY     - Date     Condition        Report By
 RL1255  HISTORY     - 1948     MONUMENTED       CGS
 RL1255  HISTORY     - 1988     GOOD             USPSQD
 RL1255  HISTORY     - 19960624 GOOD             USPSQD
 RL1255  HISTORY     - 20040807 GOOD             USPSQD
 RL1255
 RL1255                          STATION DESCRIPTION
 RL1255
 RL1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1255'10 MI S FROM WAKEFIELD.
 RL1255'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1255'HALL AT WAKEFIELD, THENCE ABOUT 9.45 MILES SOUTH ALONG CHANEY
 RL1255'LAKE ROAD, ABOUT 0.15 MILE SOUTH OF A SMALL STREAM, ABOUT
 RL1255'0.3 MILE NORTH OF A SMALL STREAM, 254 FEET SOUTHEAST OF THE
 RL1255'CREST OF A KNOLL WITH A LARGE ROCK CUT, 44 FEET SOUTHWEST
 RL1255'OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH-NORTHWEST OF A
 RL1255'TRIANGULAR BLAZED 7-INCH SPRUCE TREE, ABOUT LEVEL WITH THE
 RL1255'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 RL1255
 RL1255                          STATION RECOVERY (1988)
 RL1255
 RL1255'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1255'RECOVERED IN GOOD CONDITION.
 RL1255
 RL1255                          STATION RECOVERY (1996)
 RL1255
 RL1255'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1255'RECOVERED IN GOOD CONDITION.
 RL1255
 RL1255                          STATION RECOVERY (2004)
 RL1255
 RL1255'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1163 ***********************************************************************
 RL1163  DESIGNATION -  J 146
 RL1163  PID         -  RL1163
 RL1163  STATE/COUNTY-  MI/GOGEBIC
 RL1163  USGS QUAD   -  GOGEBIC (1982)
 RL1163
 RL1163                         *CURRENT SURVEY CONTROL
 RL1163  ___________________________________________________________________
 RL1163* NAD 83(1986)-  46 19 15.     (N)    089 33 56.     (W)     SCALED    
 RL1163* NAVD 88     -       495.598  (meters)    1625.97   (feet)  ADJUSTED  
 RL1163  ___________________________________________________________________
 RL1163  GEOID HEIGHT-         -30.97  (meters)                     GEOID03
 RL1163  DYNAMIC HT  -         495.609 (meters)    1626.01  (feet)  COMP
 RL1163  MODELED GRAV-     980,621.8   (mgal)                       NAVD 88
 RL1163
 RL1163  VERT ORDER  -  SECOND    CLASS 0
 RL1163
 RL1163.The horizontal coordinates were scaled from a topographic map and have
 RL1163.an estimated accuracy of +/- 6 seconds.
 RL1163
 RL1163.The orthometric height was determined by differential leveling
 RL1163.and adjusted by the National Geodetic Survey in June 1991..
 RL1163
 RL1163.The geoid height was determined by GEOID03.
 RL1163
 RL1163.The dynamic height is computed by dividing the NAVD 88
 RL1163.geopotential number by the normal gravity value computed on the
 RL1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1163.degrees latitude (g = 980.6199 gals.).
 RL1163
 RL1163.The modeled gravity was interpolated from observed gravity values.
 RL1163
 RL1163;                    North         East    Units  Estimated Accuracy
 RL1163;SPC MI N     -   174,080.    7,802,470.      MT  (+/- 180 meters Scaled)
 RL1163
 RL1163                          SUPERSEDED SURVEY CONTROL
 RL1163
 RL1163  NGVD 29 (??/??/92)  495.612  (m)         1626.02   (f) ADJ UNCH    2 0
 RL1163
 RL1163.Superseded values are not recommended for survey control.
 RL1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1163.See file dsdata.txt to determine how the superseded data were derived.
 RL1163
 RL1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS024328(NAD 83)
 RL1163_MARKER: DB = BENCH MARK DISK
 RL1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1163_STAMPING: J 146 1948
 RL1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1163+STABILITY: SURFACE MOTION
 RL1163
 RL1163  HISTORY     - Date     Condition        Report By
 RL1163  HISTORY     - 1948     MONUMENTED       CGS
 RL1163
 RL1163                          STATION DESCRIPTION
 RL1163
 RL1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1163'4.5 MI SW FROM GOGEBIC STATION.
 RL1163'ABOUT 0.6 MILE SOUTH ALONG A FIRE TRAIL FROM ITS CROSSING WITH
 RL1163'THE CHICAGO AND NORTH WESTERN RAILWAY AT GOGEBIC STATION, THENCE
 RL1163'ABOUT 3.9 MILES SOUTHWEST ALONG A TRAIL, ABOUT 0.7 MILE SOUTHWEST
 RL1163'OF AN 18-INCH PIPE CULVERT, ABOUT 0.35 MILE SOUTHWEST OF A SMALL
 RL1163'STREAM, 117 FEET WEST OF THE CREST OF A HILL, ABOUT 0.25 MILE
 RL1163'NORTHEAST OF A TRAIL NORTH AND A CURVE IN THE MAIN TRAIL WITH
 RL1163'TANGENTS NORTHEAST AND SOUTH, 3 FEET WEST OF A WHITE WOODEN
 RL1163'WITNESS POST, 23 FEET NORTH OF THE CENTER LINE OF THE TRAIL,
 RL1163'1 1/2 FEET ABOVE THE TRAIL AND SET IN THE TOP OF A CONCRETE POST
 RL1163'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0898 ***********************************************************************
 RL0898  DESIGNATION -  J 147
 RL0898  PID         -  RL0898
 RL0898  STATE/COUNTY-  MI/ONTONAGON
 RL0898  USGS QUAD   -  
 RL0898
 RL0898                         *CURRENT SURVEY CONTROL
 RL0898  ___________________________________________________________________
 RL0898* NAD 83(1986)-  46 30 30.     (N)    089 15 42.     (W)     SCALED    
 RL0898* NAVD 88     -       380.980  (meters)    1249.93   (feet)  ADJUSTED  
 RL0898  ___________________________________________________________________
 RL0898  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL0898  DYNAMIC HT  -         380.993 (meters)    1249.97  (feet)  COMP
 RL0898  MODELED GRAV-     980,637.6   (mgal)                       NAVD 88
 RL0898
 RL0898  VERT ORDER  -  SECOND    CLASS 0
 RL0898
 RL0898.The horizontal coordinates were scaled from a topographic map and have
 RL0898.an estimated accuracy of +/- 6 seconds.
 RL0898
 RL0898.The orthometric height was determined by differential leveling
 RL0898.and adjusted by the National Geodetic Survey in June 1991..
 RL0898
 RL0898.The geoid height was determined by GEOID03.
 RL0898
 RL0898.The dynamic height is computed by dividing the NAVD 88
 RL0898.geopotential number by the normal gravity value computed on the
 RL0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0898.degrees latitude (g = 980.6199 gals.).
 RL0898
 RL0898.The modeled gravity was interpolated from observed gravity values.
 RL0898
 RL0898;                    North         East    Units  Estimated Accuracy
 RL0898;SPC MI N     -   194,200.    7,826,450.      MT  (+/- 180 meters Scaled)
 RL0898
 RL0898                          SUPERSEDED SURVEY CONTROL
 RL0898
 RL0898  NGVD 29 (??/??/92)  380.991  (m)         1249.97   (f) ADJ UNCH    2 0
 RL0898
 RL0898.Superseded values are not recommended for survey control.
 RL0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0898.See file dsdata.txt to determine how the superseded data were derived.
 RL0898
 RL0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS264530(NAD 83)
 RL0898_MARKER: DB = BENCH MARK DISK
 RL0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0898_STAMPING: J 147 1948
 RL0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0898+STABILITY: SURFACE MOTION
 RL0898
 RL0898  HISTORY     - Date     Condition        Report By
 RL0898  HISTORY     - 1948     MONUMENTED       CGS
 RL0898  HISTORY     - 1985     GOOD             NGS
 RL0898  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0898  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0898  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL0898
 RL0898                          STATION DESCRIPTION
 RL0898
 RL0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0898'2.8 MI SE FROM EWEN.
 RL0898'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL0898'CHAPEL AT EWEN, THENCE ABOUT 1.85 MILES SOUTH ALONG A GRAVEL
 RL0898'ROAD, ABOUT 0.55 MILE SOUTH OF A DOUBLE 5-FOOT PIPE CULVERT,
 RL0898'ABOUT 0.1 MILE NORTH OF A FARM HOUSE ON WEST SIDE OF ROAD, 33
 RL0898'FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET WEST-SOUTHWEST
 RL0898'OF A TRIANGULAR BLAZED 12-INCH ASPEN TREE, 70 FEET
 RL0898'EAST-SOUTHEAST AND ACROSS THE ROAD FROM THE 2ND POWER POLE NORTH
 RL0898'OF FARM HOUSE, 1 1/2 FEET WEST OF A FENCE LINE, 2 1/2 FEET
 RL0898'SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND
 RL0898'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0898
 RL0898                          STATION RECOVERY (1985)
 RL0898
 RL0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0898'RECOVERED IN GOOD CONDITION.
 RL0898
 RL0898                          STATION RECOVERY (1987)
 RL0898
 RL0898'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0898'MARK NOT FOUND.
 RL0898
 RL0898                          STATION RECOVERY (1996)
 RL0898
 RL0898'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0898'MARK NOT FOUND.
 RL0898
 RL0898                          STATION RECOVERY (2001)
 RL0898
 RL0898'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0071 ***********************************************************************
 SG0071  DESIGNATION -  J 148
 SG0071  PID         -  SG0071
 SG0071  STATE/COUNTY-  MI/HOUGHTON
 SG0071  USGS QUAD   -  CHASSELL (1975)
 SG0071
 SG0071                         *CURRENT SURVEY CONTROL
 SG0071  ___________________________________________________________________
 SG0071* NAD 83(1986)-  47 07 20.     (N)    088 36 39.     (W)     SCALED    
 SG0071* NAVD 88     -       216.821  (meters)     711.35   (feet)  ADJUSTED  
 SG0071  ___________________________________________________________________
 SG0071  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 SG0071  DYNAMIC HT  -         216.855 (meters)     711.47  (feet)  COMP
 SG0071  MODELED GRAV-     980,762.6   (mgal)                       NAVD 88
 SG0071
 SG0071  VERT ORDER  -  FIRST     CLASS II
 SG0071
 SG0071.The horizontal coordinates were scaled from a topographic map and have
 SG0071.an estimated accuracy of +/- 6 seconds.
 SG0071
 SG0071.The orthometric height was determined by differential leveling
 SG0071.and adjusted by the National Geodetic Survey in June 1991..
 SG0071
 SG0071.The geoid height was determined by GEOID03.
 SG0071
 SG0071.The dynamic height is computed by dividing the NAVD 88
 SG0071.geopotential number by the normal gravity value computed on the
 SG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0071.degrees latitude (g = 980.6199 gals.).
 SG0071
 SG0071.The modeled gravity was interpolated from observed gravity values.
 SG0071
 SG0071;                    North         East    Units  Estimated Accuracy
 SG0071;SPC MI N     -   261,210.    7,877,770.      MT  (+/- 180 meters Scaled)
 SG0071
 SG0071                          SUPERSEDED SURVEY CONTROL
 SG0071
 SG0071  NGVD 29 (??/??/92)  216.830  (m)          711.38   (f) ADJ UNCH    1 2
 SG0071
 SG0071.Superseded values are not recommended for survey control.
 SG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0071.See file dsdata.txt to determine how the superseded data were derived.
 SG0071
 SG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT778200(NAD 83)
 SG0071_MARKER: DB = BENCH MARK DISK
 SG0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0071_SP_SET: OVERPASS
 SG0071_STAMPING: J 148 1948
 SG0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0071
 SG0071  HISTORY     - Date     Condition        Report By
 SG0071  HISTORY     - 1948     MONUMENTED       CGS
 SG0071  HISTORY     - 20030903 MARK NOT FOUND   GEOCAC
 SG0071
 SG0071                          STATION DESCRIPTION
 SG0071
 SG0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0071'1.9 MI W FROM HOUGHTON.
 SG0071'ABOUT 1.9 MILES WEST ALONG THE COPPER RANGE RAILROAD FROM THE
 SG0071'STATION AT HOUGHTON, SET IN THE TOP OF THE SOUTHWEST WINGWALL AT
 SG0071'THE WEST END OF A RAILROAD OVER PASS OVER A NORTH-SOUTH ROAD,
 SG0071'11 1/2 FEET NORTH-NORTHEAST OF A TELEPHONE POLE, 5 FEET SOUTH OF THE
 SG0071'SOUTH RAIL OF THE TRACK AND ABOUT LEVEL WITH THE TRACK.
 SG0071
 SG0071                          STATION RECOVERY (2003)
 SG0071
 SG0071'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 SG0071'THE RAILROAD AND OVERPASS HAVE BEEN DISMANTLED FOR MANY YEARS. THE
 SG0071'GRADE WAS TURNED INTO AN ATV TRAIL. SOME OLD CONCRETE FOOTINGS ARE
 SG0071'STILL AT THE LOCATION, BUT NO WING-WALL EXISTS ON THE WEST END.
 SG0071'GRADING WAS DONE TO SLOPE THE ATV TRAIL DOWN TO MEET THE N-S ROAD.
 SG0071'NO EVIDENCE OF THE MARK WAS FOUND, CONSIDER DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0558 ***********************************************************************
 RL0558  DESIGNATION -  J 149
 RL0558  PID         -  RL0558
 RL0558  STATE/COUNTY-  MI/HOUGHTON
 RL0558  USGS QUAD   -  PELKIE (1985)
 RL0558
 RL0558                         *CURRENT SURVEY CONTROL
 RL0558  ___________________________________________________________________
 RL0558* NAD 83(1986)-  46 51 37.     (N)    088 38 09.     (W)     SCALED    
 RL0558* NAVD 88     -       249.911  (meters)     819.92   (feet)  ADJUSTED  
 RL0558  ___________________________________________________________________
 RL0558  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 RL0558  DYNAMIC HT  -         249.927 (meters)     819.97  (feet)  COMP
 RL0558  MODELED GRAV-     980,670.6   (mgal)                       NAVD 88
 RL0558
 RL0558  VERT ORDER  -  SECOND    CLASS 0
 RL0558
 RL0558.The horizontal coordinates were scaled from a topographic map and have
 RL0558.an estimated accuracy of +/- 6 seconds.
 RL0558
 RL0558.The orthometric height was determined by differential leveling
 RL0558.and adjusted by the National Geodetic Survey in June 1991..
 RL0558
 RL0558.The geoid height was determined by GEOID03.
 RL0558
 RL0558.The dynamic height is computed by dividing the NAVD 88
 RL0558.geopotential number by the normal gravity value computed on the
 RL0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0558.degrees latitude (g = 980.6199 gals.).
 RL0558
 RL0558.The modeled gravity was interpolated from observed gravity values.
 RL0558
 RL0558;                    North         East    Units  Estimated Accuracy
 RL0558;SPC MI N     -   232,130.    7,875,280.      MT  (+/- 180 meters Scaled)
 RL0558
 RL0558                          SUPERSEDED SURVEY CONTROL
 RL0558
 RL0558  NGVD 29 (??/??/92)  249.898  (m)          819.87   (f) ADJ UNCH    2 0
 RL0558
 RL0558.Superseded values are not recommended for survey control.
 RL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0558.See file dsdata.txt to determine how the superseded data were derived.
 RL0558
 RL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS753909(NAD 83)
 RL0558_MARKER: DB = BENCH MARK DISK
 RL0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0558_STAMPING: J 149 1948
 RL0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0558+STABILITY: SURFACE MOTION
 RL0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0558+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 RL0558
 RL0558  HISTORY     - Date     Condition        Report By
 RL0558  HISTORY     - 1948     MONUMENTED       CGS
 RL0558  HISTORY     - 20040418 GOOD             GEOCAC
 RL0558
 RL0558                          STATION DESCRIPTION
 RL0558
 RL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0558'0.9 MI S FROM ELO.
 RL0558'0.9 MILE SOUTH ALONG A GRAVEL ROAD FROM THE COMMUNITY BUILDING
 RL0558'AT ELO, ABOUT 0.4 MILE SOUTH OF A CROSS ROAD, ABOUT 0.1 MILE
 RL0558'NORTH OF A CROSS ROAD, 86 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 RL0558'OF A BARN, 21 FEET NORTH OF THE CENTER LINE OF A DRIVE WAY TO
 RL0558'THE FARM HOUSE OF C. KAYKKA, 56 FEET NORTHWEST OF THE NORTHWEST
 RL0558'CORNER OF THE HOUSE, 79 FEET NORTH AND ACROSS THE DRIVE WAY
 RL0558'FROM TRANSFORMER POWER POLE NO. 6504, 35 FEET EAST OF THE CENTER
 RL0558'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET NORTH
 RL0558'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD, AND SET
 RL0558'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0558
 RL0558                          STATION RECOVERY (2004)
 RL0558
 RL0558'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0558'NAD 83 )-  46 51 36.6 (N) -  088 38 11.1 (W) GARMIN GPS V
 RL0558' 
 RL0558'LOCATED AT 30576N TAPOLA ROAD.  NO WITNESS POST AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0474 ***********************************************************************
 OK0474  DESIGNATION -  J 15
 OK0474  PID         -  OK0474
 OK0474  STATE/COUNTY-  MI/OSCEOLA
 OK0474  USGS QUAD   -  REED CITY NORTH (1987)
 OK0474
 OK0474                         *CURRENT SURVEY CONTROL
 OK0474  ___________________________________________________________________
 OK0474* NAD 83(1986)-  43 54 34.     (N)    085 30 57.     (W)     SCALED    
 OK0474* NAVD 88     -       321.897  (meters)    1056.09   (feet)  ADJUSTED  
 OK0474  ___________________________________________________________________
 OK0474  GEOID HEIGHT-         -32.93  (meters)                     GEOID03
 OK0474  DYNAMIC HT  -         321.846 (meters)    1055.92  (feet)  COMP
 OK0474  MODELED GRAV-     980,452.7   (mgal)                       NAVD 88
 OK0474
 OK0474  VERT ORDER  -  FIRST     CLASS II
 OK0474
 OK0474.The horizontal coordinates were scaled from a topographic map and have
 OK0474.an estimated accuracy of +/- 6 seconds.
 OK0474
 OK0474.The orthometric height was determined by differential leveling
 OK0474.and adjusted by the National Geodetic Survey in June 1991..
 OK0474
 OK0474.The geoid height was determined by GEOID03.
 OK0474
 OK0474.The dynamic height is computed by dividing the NAVD 88
 OK0474.geopotential number by the normal gravity value computed on the
 OK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0474.degrees latitude (g = 980.6199 gals.).
 OK0474
 OK0474.The modeled gravity was interpolated from observed gravity values.
 OK0474
 OK0474;                    North         East    Units  Estimated Accuracy
 OK0474;SPC MI C     -    66,530.    5,907,690.      MT  (+/- 180 meters Scaled)
 OK0474
 OK0474                          SUPERSEDED SURVEY CONTROL
 OK0474
 OK0474  NGVD 29 (??/??/92)  322.001  (m)         1056.43   (f) ADJ UNCH    1 2
 OK0474
 OK0474.Superseded values are not recommended for survey control.
 OK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0474.See file dsdata.txt to determine how the superseded data were derived.
 OK0474
 OK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP191628(NAD 83)
 OK0474_MARKER: Z = SEE DESCRIPTION
 OK0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0474_SP_SET: RAIL
 OK0474_STAMPING: 305
 OK0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0474
 OK0474  HISTORY     - Date     Condition        Report By
 OK0474  HISTORY     - UNK      MONUMENTED       CGS
 OK0474  HISTORY     - 1934     GOOD             NGS
 OK0474  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0474
 OK0474                          STATION DESCRIPTION
 OK0474
 OK0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0474'2.3 MI N FROM REED CITY.
 OK0474'2.3 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 OK0474'AT REED CITY, OSCEOLA COUNTY, 4 RAILS SOUTH OF WOODEN MILEPOST
 OK0474'305, ON A HIGH FILL, 5 YARDS NORTH OF A CULVERT, AND 7.7 FEET
 OK0474'EAST OF THE EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL,
 OK0474'PROJECTING 6 INCHES ABOVE GROUND AND STAMPED 305.
 OK0474
 OK0474                          STATION RECOVERY (2001)
 OK0474
 OK0474'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0334 ***********************************************************************
 RK0334  DESIGNATION -  J 150
 RK0334  PID         -  RK0334
 RK0334  STATE/COUNTY-  MI/MARQUETTE
 RK0334  USGS QUAD   -  DIORITE (1975)
 RK0334
 RK0334                         *CURRENT SURVEY CONTROL
 RK0334  ___________________________________________________________________
 RK0334* NAD 83(1986)-  46 36 44.     (N)    087 47 05.     (W)     SCALED    
 RK0334* NAVD 88     -       424.629  (meters)    1393.14   (feet)  ADJUSTED  
 RK0334  ___________________________________________________________________
 RK0334  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 RK0334  DYNAMIC HT  -         424.652 (meters)    1393.21  (feet)  COMP
 RK0334  MODELED GRAV-     980,655.3   (mgal)                       NAVD 88
 RK0334
 RK0334  VERT ORDER  -  SECOND    CLASS 0
 RK0334
 RK0334.The horizontal coordinates were scaled from a topographic map and have
 RK0334.an estimated accuracy of +/- 6 seconds.
 RK0334
 RK0334.The orthometric height was determined by differential leveling
 RK0334.and adjusted by the National Geodetic Survey in June 1991..
 RK0334
 RK0334.The geoid height was determined by GEOID03.
 RK0334
 RK0334.The dynamic height is computed by dividing the NAVD 88
 RK0334.geopotential number by the normal gravity value computed on the
 RK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0334.degrees latitude (g = 980.6199 gals.).
 RK0334
 RK0334.The modeled gravity was interpolated from observed gravity values.
 RK0334
 RK0334;                    North         East    Units  Estimated Accuracy
 RK0334;SPC MI N     -   203,570.    7,939,890.      MT  (+/- 180 meters Scaled)
 RK0334
 RK0334                          SUPERSEDED SURVEY CONTROL
 RK0334
 RK0334  NGVD 29 (??/??/92)  424.576  (m)         1392.96   (f) ADJ UNCH    2 0
 RK0334
 RK0334.Superseded values are not recommended for survey control.
 RK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0334.See file dsdata.txt to determine how the superseded data were derived.
 RK0334
 RK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS399623(NAD 83)
 RK0334_MARKER: DB = BENCH MARK DISK
 RK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0334_STAMPING: J 150 1948
 RK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0334+STABILITY: SURFACE MOTION
 RK0334
 RK0334  HISTORY     - Date     Condition        Report By
 RK0334  HISTORY     - 1948     MONUMENTED       CGS
 RK0334  HISTORY     - 1985     GOOD             NGS
 RK0334
 RK0334                          STATION DESCRIPTION
 RK0334
 RK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0334'13.6 MI NW FROM ISHPEMING.
 RK0334'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0334'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0334'4.8 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.15 MILE SOUTHEAST
 RK0334'OF A FIRE TRAIL SOUTH, 0.75 MILE NORTHWEST OF A BRIDGE OVER A
 RK0334'SMALL STREAM, SET ALONG A SOUTHEAST-NORTHWEST TANGENT, 38 FEET
 RK0334'NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF AN
 RK0334'8-INCH TRIANGULAR BLAZED ASPEN TREE, 2 FEET SOUTHEAST OF A
 RK0334'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 RK0334'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0334
 RK0334                          STATION RECOVERY (1985)
 RK0334
 RK0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0597 ***********************************************************************
 RL0597  DESIGNATION -  J 151
 RL0597  PID         -  RL0597
 RL0597  STATE/COUNTY-  MI/HOUGHTON
 RL0597  USGS QUAD   -  
 RL0597
 RL0597                         *CURRENT SURVEY CONTROL
 RL0597  ___________________________________________________________________
 RL0597* NAD 83(1986)-  46 45 53.     (N)    088 47 40.     (W)     SCALED    
 RL0597* NAVD 88     -       320.002  (meters)    1049.87   (feet)  ADJUSTED  
 RL0597  ___________________________________________________________________
 RL0597  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 RL0597  DYNAMIC HT  -         320.019 (meters)    1049.93  (feet)  COMP
 RL0597  MODELED GRAV-     980,658.5   (mgal)                       NAVD 88
 RL0597
 RL0597  VERT ORDER  -  SECOND    CLASS 0
 RL0597
 RL0597.The horizontal coordinates were scaled from a topographic map and have
 RL0597.an estimated accuracy of +/- 6 seconds.
 RL0597
 RL0597.The orthometric height was determined by differential leveling
 RL0597.and adjusted by the National Geodetic Survey in June 1991..
 RL0597
 RL0597.The geoid height was determined by GEOID03.
 RL0597
 RL0597.The dynamic height is computed by dividing the NAVD 88
 RL0597.geopotential number by the normal gravity value computed on the
 RL0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0597.degrees latitude (g = 980.6199 gals.).
 RL0597
 RL0597.The modeled gravity was interpolated from observed gravity values.
 RL0597
 RL0597;                    North         East    Units  Estimated Accuracy
 RL0597;SPC MI N     -   221,780.    7,862,940.      MT  (+/- 180 meters Scaled)
 RL0597
 RL0597                          SUPERSEDED SURVEY CONTROL
 RL0597
 RL0597  NGVD 29 (??/??/92)  319.986  (m)         1049.82   (f) ADJ UNCH    2 0
 RL0597
 RL0597.Superseded values are not recommended for survey control.
 RL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0597.See file dsdata.txt to determine how the superseded data were derived.
 RL0597
 RL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS629805(NAD 83)
 RL0597_MARKER: DB = BENCH MARK DISK
 RL0597_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0597_SP_SET: FOUNDATION
 RL0597_STAMPING: J 151 1948
 RL0597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0597
 RL0597  HISTORY     - Date     Condition        Report By
 RL0597  HISTORY     - 1948     MONUMENTED       CGS
 RL0597
 RL0597                          STATION DESCRIPTION
 RL0597
 RL0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0597'1.7 MI W FROM ALSTON.
 RL0597'1.7 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0597'AT NISULA, AT THE OLD SCHOOL BUILDING (NOW OCCUPIED BY AN
 RL0597'IMPLEMENT WAREHOUSE), SET VERTICALLY IN THE EAST FACE AT THE
 RL0597'NORTHEAST CORNER OF THE FOUNDATION OF THE OLD SCHOOL, 1 FOOT
 RL0597'SOUTH OF THE NORTHEAST CORNER AND 1 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0621 ***********************************************************************
 RL0621  DESIGNATION -  J 152
 RL0621  PID         -  RL0621
 RL0621  STATE/COUNTY-  MI/HOUGHTON
 RL0621  USGS QUAD   -  
 RL0621
 RL0621                         *CURRENT SURVEY CONTROL
 RL0621  ___________________________________________________________________
 RL0621* NAD 83(1986)-  46 45 35.     (N)    088 45 41.     (W)     SCALED    
 RL0621* NAVD 88     -       273.436  (meters)     897.10   (feet)  ADJUSTED  
 RL0621  ___________________________________________________________________
 RL0621  GEOID HEIGHT-         -33.28  (meters)                     GEOID03
 RL0621  DYNAMIC HT  -         273.452 (meters)     897.15  (feet)  COMP
 RL0621  MODELED GRAV-     980,665.2   (mgal)                       NAVD 88
 RL0621
 RL0621  VERT ORDER  -  SECOND    CLASS 0
 RL0621
 RL0621.The horizontal coordinates were scaled from a topographic map and have
 RL0621.an estimated accuracy of +/- 6 seconds.
 RL0621
 RL0621.The orthometric height was determined by differential leveling
 RL0621.and adjusted by the National Geodetic Survey in June 1991..
 RL0621
 RL0621.The geoid height was determined by GEOID03.
 RL0621
 RL0621.The dynamic height is computed by dividing the NAVD 88
 RL0621.geopotential number by the normal gravity value computed on the
 RL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0621.degrees latitude (g = 980.6199 gals.).
 RL0621
 RL0621.The modeled gravity was interpolated from observed gravity values.
 RL0621
 RL0621;                    North         East    Units  Estimated Accuracy
 RL0621;SPC MI N     -   221,160.    7,865,460.      MT  (+/- 180 meters Scaled)
 RL0621
 RL0621                          SUPERSEDED SURVEY CONTROL
 RL0621
 RL0621  NGVD 29 (??/??/92)  273.422  (m)          897.05   (f) ADJ UNCH    2 0
 RL0621
 RL0621.Superseded values are not recommended for survey control.
 RL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0621.See file dsdata.txt to determine how the superseded data were derived.
 RL0621
 RL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS654799(NAD 83)
 RL0621_MARKER: DB = BENCH MARK DISK
 RL0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL0621_SP_SET: CULVERT
 RL0621_STAMPING: J 152 1948
 RL0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0621+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2004
 RL0621
 RL0621  HISTORY     - Date     Condition        Report By
 RL0621  HISTORY     - 1948     MONUMENTED       CGS
 RL0621  HISTORY     - 20040515 GOOD             GEOCAC
 RL0621
 RL0621                          STATION DESCRIPTION
 RL0621
 RL0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0621'0.4 MI S FROM ALSTON.
 RL0621'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0621'THENCE ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD, SET IN THE TOP
 RL0621'OF THE NORTH END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE
 RL0621'CULVERT, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, 1/2 FOOT
 RL0621'SOUTH OF THE NORTH END OF HEAD WALL AND ABOUT 3 FEET BELOW THE
 RL0621'ROAD.
 RL0621
 RL0621                          STATION RECOVERY (2004)
 RL0621
 RL0621'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0621'NAD 83 -  46 45 34.6 (N) -  088 45 41.5 (W) GARMIN GPS V
 RL0621' 
 RL0621'MARK IS LOCATED ALONG SOUTH LAIRD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0506 ***********************************************************************
 RL0506  DESIGNATION -  J 153
 RL0506  PID         -  RL0506
 RL0506  STATE/COUNTY-  MI/ONTONAGON
 RL0506  USGS QUAD   -  
 RL0506
 RL0506                         *CURRENT SURVEY CONTROL
 RL0506  ___________________________________________________________________
 RL0506* NAD 83(1986)-  46 51 40.     (N)    088 56 23.     (W)     SCALED    
 RL0506* NAVD 88     -       398.440  (meters)    1307.22   (feet)  ADJUSTED  
 RL0506  ___________________________________________________________________
 RL0506  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 RL0506  DYNAMIC HT  -         398.483 (meters)    1307.36  (feet)  COMP
 RL0506  MODELED GRAV-     980,708.9   (mgal)                       NAVD 88
 RL0506
 RL0506  VERT ORDER  -  FIRST     CLASS II
 RL0506
 RL0506.The horizontal coordinates were scaled from a topographic map and have
 RL0506.an estimated accuracy of +/- 6 seconds.
 RL0506
 RL0506.The orthometric height was determined by differential leveling
 RL0506.and adjusted by the National Geodetic Survey in June 1991..
 RL0506
 RL0506.The geoid height was determined by GEOID03.
 RL0506
 RL0506.The dynamic height is computed by dividing the NAVD 88
 RL0506.geopotential number by the normal gravity value computed on the
 RL0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0506.degrees latitude (g = 980.6199 gals.).
 RL0506
 RL0506.The modeled gravity was interpolated from observed gravity values.
 RL0506
 RL0506;                    North         East    Units  Estimated Accuracy
 RL0506;SPC MI N     -   232,750.    7,852,110.      MT  (+/- 180 meters Scaled)
 RL0506
 RL0506                          SUPERSEDED SURVEY CONTROL
 RL0506
 RL0506  NGVD 29 (??/??/92)  398.439  (m)         1307.21   (f) ADJ UNCH    1 2
 RL0506
 RL0506.Superseded values are not recommended for survey control.
 RL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0506.See file dsdata.txt to determine how the superseded data were derived.
 RL0506
 RL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS521915(NAD 83)
 RL0506_MARKER: DB = BENCH MARK DISK
 RL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0506_STAMPING: J 153 1948
 RL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0506+STABILITY: SURFACE MOTION
 RL0506
 RL0506  HISTORY     - Date     Condition        Report By
 RL0506  HISTORY     - 1948     MONUMENTED       CGS
 RL0506
 RL0506                          STATION DESCRIPTION
 RL0506
 RL0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0506'2.1 MI SW FROM WINONA.
 RL0506'1.3 MILES SOUTHWEST ALONG THE COPPER RANGE RAILROAD FROM THE
 RL0506'STATION AT WINONA, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG STATE
 RL0506'HIGHWAY 26, 0.5 WEST-SOUTHWEST OF THE HOUGHTON-ONTONAGON COUNTY
 RL0506'LINE, ABOUT 0.1 MILE EAST OF A 35-INCH CONCRETE PIPE CULVERT,
 RL0506'ALONG A SHORT EAST-WEST TANGENT ON HIGHWAY 26, 37 FEET SOUTH
 RL0506'OF THE CENTER LINE OF THE HI WAY, 33 FEET WEST OF A TELEPHONE
 RL0506'POLE WITH BRACE POLE, 20 FEET EAST-NORTHEAST OF A TRIANGULAR
 RL0506'BLAZED 10-INCH ASPEN TREE, 10 FEET NORTHWEST OF A TRIANGULAR
 RL0506'BLAZED 9-INCH BIRCH TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 RL0506'WITNESS POST, 2 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 RL0506'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0634 ***********************************************************************
 RL0634  DESIGNATION -  J 154
 RL0634  PID         -  RL0634
 RL0634  STATE/COUNTY-  MI/HOUGHTON
 RL0634  USGS QUAD   -  
 RL0634
 RL0634                         *CURRENT SURVEY CONTROL
 RL0634  ___________________________________________________________________
 RL0634* NAD 83(1986)-  46 35 19.     (N)    088 46 51.     (W)     SCALED    
 RL0634* NAVD 88     -       428.810  (meters)    1406.85   (feet)  ADJUSTED  
 RL0634  ___________________________________________________________________
 RL0634  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 RL0634  DYNAMIC HT  -         428.819 (meters)    1406.88  (feet)  COMP
 RL0634  MODELED GRAV-     980,624.2   (mgal)                       NAVD 88
 RL0634
 RL0634  VERT ORDER  -  SECOND    CLASS 0
 RL0634
 RL0634.The horizontal coordinates were scaled from a topographic map and have
 RL0634.an estimated accuracy of +/- 6 seconds.
 RL0634
 RL0634.The orthometric height was determined by differential leveling
 RL0634.and adjusted by the National Geodetic Survey in June 1991..
 RL0634
 RL0634.The geoid height was determined by GEOID03.
 RL0634
 RL0634.The dynamic height is computed by dividing the NAVD 88
 RL0634.geopotential number by the normal gravity value computed on the
 RL0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0634.degrees latitude (g = 980.6199 gals.).
 RL0634
 RL0634.The modeled gravity was interpolated from observed gravity values.
 RL0634
 RL0634;                    North         East    Units  Estimated Accuracy
 RL0634;SPC MI N     -   202,180.    7,863,540.      MT  (+/- 180 meters Scaled)
 RL0634
 RL0634                          SUPERSEDED SURVEY CONTROL
 RL0634
 RL0634  NGVD 29 (??/??/92)  428.803  (m)         1406.83   (f) ADJ UNCH    2 0
 RL0634
 RL0634.Superseded values are not recommended for survey control.
 RL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0634.See file dsdata.txt to determine how the superseded data were derived.
 RL0634
 RL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS635609(NAD 83)
 RL0634_MARKER: DB = BENCH MARK DISK
 RL0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0634_STAMPING: J 154 1948
 RL0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0634+STABILITY: SURFACE MOTION
 RL0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0634+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL0634
 RL0634  HISTORY     - Date     Condition        Report By
 RL0634  HISTORY     - 1948     MONUMENTED       CGS
 RL0634  HISTORY     - 20040723 GOOD             GEOCAC
 RL0634
 RL0634                          STATION DESCRIPTION
 RL0634
 RL0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0634'15.2 MI S FROM ALSTON.
 RL0634'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0634'THENCE ABOUT 5.95 MILES SOUTH, THENCE ABOUT 1.1 MILES WEST,
 RL0634'THENCE ABOUT 8.05 MILES SOUTH ALONG GRAVEL ROADS, ABOUT 0.9
 RL0634'MILE NORTH OF THE T JUNCTION OF A NORTHWEST-SOUTHEAST ROAD, AT
 RL0634'THE NORTHWEST END OF A CUT, ABOUT 0.15 MILE NORTH OF A ROAD
 RL0634'NORTHEAST TO NORDINES CAMP, 24 FEET SOUTHWEST OF THE CENTER
 RL0634'LINE OF THE ROAD, 14 FEET EAST OF A TRIANGULAR BLAZED 8-INCH
 RL0634'ASPEN TREE, 66 FEET SOUTHEAST OF THE SOUTHWEST END OF A 2-FOOT
 RL0634'LOG CULVERT, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 RL0634'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0634'POST PROJECTING 2 1/2 INCHES.
 RL0634
 RL0634                          STATION RECOVERY (2004)
 RL0634
 RL0634'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0634'NAD 83(1986)-  46 35 20.1 (N) -  088 46 51.7 (W)  HANDHELD  GPS
 RL0634' 
 RL0634'THE MARK WAS BURIED UNDER A SMALL PILE OF DUMPED GRAVEL FROM ROAD
 RL0634'MAINTENANCE.
 RL0634' 
 RL0634'15.2 MI S FROM ALSTON.
 RL0634'ABOUT 5.95 MILES SOUTH AND 1.1 MILES WEST ALONG SOUTH LAIRD ROAD FROM
 RL0634'ITS JUNCTION WITH STATE HIGHWAY M-38 AT ALSTON, THENCE ABOUT 8.05
 RL0634'MILES SOUTH ALONG NAT'L FOREST ROAD 1360 TO MARK ON THE RIGHT. ABOUT
 RL0634'0.8 MILES NORTH OF THE JUNCTION OF NFR 1300.
 RL0634' 
 RL0634'SET IN AN AREA LEVEL WITH THE ROAD AT THE TRANSITION BETWEEN A ROAD
 RL0634'CUT AND FILL. AT THE NW END OF A 4 FT CUT (SOUTH) AND ABOUT 10 FT SE
 RL0634'OF THE SE END OF A 2 FOOT FILL (NORTH).
 RL0634'IT IS 24 FEET SW OF THE CENTER LINE OF THE ROAD, 1 FEET SE OF A METAL
 RL0634'WITNESS POST+SIGN, NOW 1 FEET BELOW LEVEL WITH THE GROUND AND ABOUT
 RL0634'LEVEL WITH THE ROAD.
 RL0634' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0358 ***********************************************************************
 RK0358  DESIGNATION -  J 155
 RK0358  PID         -  RK0358
 RK0358  STATE/COUNTY-  MI/MARQUETTE
 RK0358  USGS QUAD   -  CHAMPION (1975)
 RK0358
 RK0358                         *CURRENT SURVEY CONTROL
 RK0358  ___________________________________________________________________
 RK0358* NAD 83(1986)-  46 34 54.     (N)    087 59 51.     (W)     SCALED    
 RK0358* NAVD 88     -       491.724  (meters)    1613.26   (feet)  ADJUSTED  
 RK0358  ___________________________________________________________________
 RK0358  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 RK0358  DYNAMIC HT  -         491.740 (meters)    1613.32  (feet)  COMP
 RK0358  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 RK0358
 RK0358  VERT ORDER  -  SECOND    CLASS 0
 RK0358
 RK0358.The horizontal coordinates were scaled from a topographic map and have
 RK0358.an estimated accuracy of +/- 6 seconds.
 RK0358
 RK0358.The orthometric height was determined by differential leveling
 RK0358.and adjusted by the National Geodetic Survey in June 1991..
 RK0358
 RK0358.The geoid height was determined by GEOID03.
 RK0358
 RK0358.The dynamic height is computed by dividing the NAVD 88
 RK0358.geopotential number by the normal gravity value computed on the
 RK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0358.degrees latitude (g = 980.6199 gals.).
 RK0358
 RK0358.The modeled gravity was interpolated from observed gravity values.
 RK0358
 RK0358;                    North         East    Units  Estimated Accuracy
 RK0358;SPC MI N     -   200,360.    7,923,550.      MT  (+/- 180 meters Scaled)
 RK0358
 RK0358                          SUPERSEDED SURVEY CONTROL
 RK0358
 RK0358  NGVD 29 (??/??/92)  491.658  (m)         1613.05   (f) ADJ UNCH    2 0
 RK0358
 RK0358.Superseded values are not recommended for survey control.
 RK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0358.See file dsdata.txt to determine how the superseded data were derived.
 RK0358
 RK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS235591(NAD 83)
 RK0358_MARKER: DB = BENCH MARK DISK
 RK0358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0358_SP_SET: ABUTMENT
 RK0358_STAMPING: J 155 1948
 RK0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0358+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 RK0358
 RK0358  HISTORY     - Date     Condition        Report By
 RK0358  HISTORY     - 1948     MONUMENTED       CGS
 RK0358  HISTORY     - 1985     GOOD             NGS
 RK0358  HISTORY     - 20050718 GOOD             GEOCAC
 RK0358
 RK0358                          STATION DESCRIPTION
 RK0358
 RK0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0358'6.5 MI NW FROM CHAMPION.
 RK0358'2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION AT
 RK0358'CHAMPION, THENCE 4.15 MILES NORTHWEST ALONG THE HURON BAY
 RK0358'GRADE, IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST ABUTMENT
 RK0358'OF A 50-FOOT CONCRETE BRIDGE OVER PESHEKEE RIVER, 90 FEET
 RK0358'NORTHWEST OF THE CENTER LINE OF A SIDE ROAD EAST, 12 FEET
 RK0358'NORTHEAST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH
 RK0358'THE ROAD.
 RK0358
 RK0358                          STATION RECOVERY (1985)
 RK0358
 RK0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0358'RECOVERED IN GOOD CONDITION.
 RK0358
 RK0358                          STATION RECOVERY (2005)
 RK0358
 RK0358'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0358'NAD 83(1986)- 46 34 55.1  (N)     088 59 51.0  (W)   HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0286 ***********************************************************************
 RK0286  DESIGNATION -  J 156
 RK0286  PID         -  RK0286
 RK0286  STATE/COUNTY-  MI/MARQUETTE
 RK0286  USGS QUAD   -  NEGAUNEE (1975)
 RK0286
 RK0286                         *CURRENT SURVEY CONTROL
 RK0286  ___________________________________________________________________
 RK0286* NAD 83(1986)-  46 34 14.     (N)    087 34 19.     (W)     SCALED    
 RK0286* NAVD 88     -       421.515  (meters)    1382.92   (feet)  ADJUSTED  
 RK0286  ___________________________________________________________________
 RK0286  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 RK0286  DYNAMIC HT  -         421.543 (meters)    1383.01  (feet)  COMP
 RK0286  MODELED GRAV-     980,667.4   (mgal)                       NAVD 88
 RK0286
 RK0286  VERT ORDER  -  SECOND    CLASS 0
 RK0286
 RK0286.The horizontal coordinates were scaled from a topographic map and have
 RK0286.an estimated accuracy of +/- 6 seconds.
 RK0286
 RK0286.The orthometric height was determined by differential leveling
 RK0286.and adjusted by the National Geodetic Survey in June 1991..
 RK0286
 RK0286.The geoid height was determined by GEOID03.
 RK0286
 RK0286.The dynamic height is computed by dividing the NAVD 88
 RK0286.geopotential number by the normal gravity value computed on the
 RK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0286.degrees latitude (g = 980.6199 gals.).
 RK0286
 RK0286.The modeled gravity was interpolated from observed gravity values.
 RK0286
 RK0286;                    North         East    Units  Estimated Accuracy
 RK0286;SPC MI N     -   198,800.    7,956,160.      MT  (+/- 180 meters Scaled)
 RK0286
 RK0286                          SUPERSEDED SURVEY CONTROL
 RK0286
 RK0286  NGVD 29 (??/??/92)  421.462  (m)         1382.75   (f) ADJ UNCH    2 0
 RK0286
 RK0286.Superseded values are not recommended for survey control.
 RK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0286.See file dsdata.txt to determine how the superseded data were derived.
 RK0286
 RK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS561576(NAD 83)
 RK0286_MARKER: DB = BENCH MARK DISK
 RK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0286_STAMPING: J 156 1948
 RK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0286+STABILITY: SURFACE MOTION
 RK0286
 RK0286  HISTORY     - Date     Condition        Report By
 RK0286  HISTORY     - 1948     MONUMENTED       CGS
 RK0286  HISTORY     - 1985     GOOD             NGS
 RK0286
 RK0286                          STATION DESCRIPTION
 RK0286
 RK0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0286'10.1 MI NW FROM MARQUETTE.
 RK0286'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0286'MARQUETTE, THENCE 4.05 MILES NORTHWEST ALONG STATE HIGHWAY
 RK0286'35, 0.1 MILE SOUTHEAST OF A BORROW PIT ON NORTHEAST SIDE OF THE
 RK0286'ROAD, ALONG A SHORE SOUTHEAST-NORTHWEST TANGENT, ABOUT 80 YARDS
 RK0286'NORTHWEST OF A CURVE WITH TANGENTS NORTHWEST AND EAST, IN THE
 RK0286'SOUTH CORNER OF THE JUNCTION WITH A DIM PRIVATE ROAD SOUTHWEST,
 RK0286'31 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET
 RK0286'SOUTHEAST OF THE CENTER LINE OF THE PRIVATE DRIVE, 4 FEET
 RK0286'EAST OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 2 FEET NORTH
 RK0286'OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 RK0286'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RK0286
 RK0286                          STATION RECOVERY (1985)
 RK0286
 RK0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0319 ***********************************************************************
 RK0319  DESIGNATION -  J 157
 RK0319  PID         -  RK0319
 RK0319  STATE/COUNTY-  MI/MARQUETTE
 RK0319  USGS QUAD   -  BIG BAY (1985)
 RK0319
 RK0319                         *CURRENT SURVEY CONTROL
 RK0319  ___________________________________________________________________
 RK0319* NAD 83(1986)-  46 46 59.     (N)    087 43 39.     (W)     SCALED    
 RK0319* NAVD 88     -       278.805  (meters)     914.71   (feet)  ADJUSTED  
 RK0319  ___________________________________________________________________
 RK0319  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RK0319  DYNAMIC HT  -         278.827 (meters)     914.78  (feet)  COMP
 RK0319  MODELED GRAV-     980,683.5   (mgal)                       NAVD 88
 RK0319
 RK0319  VERT ORDER  -  SECOND    CLASS 0
 RK0319
 RK0319.The horizontal coordinates were scaled from a topographic map and have
 RK0319.an estimated accuracy of +/- 6 seconds.
 RK0319
 RK0319.The orthometric height was determined by differential leveling
 RK0319.and adjusted by the National Geodetic Survey in June 1991..
 RK0319
 RK0319.The geoid height was determined by GEOID03.
 RK0319
 RK0319.The dynamic height is computed by dividing the NAVD 88
 RK0319.geopotential number by the normal gravity value computed on the
 RK0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0319.degrees latitude (g = 980.6199 gals.).
 RK0319
 RK0319.The modeled gravity was interpolated from observed gravity values.
 RK0319
 RK0319;                    North         East    Units  Estimated Accuracy
 RK0319;SPC MI N     -   222,520.    7,944,450.      MT  (+/- 180 meters Scaled)
 RK0319
 RK0319                          SUPERSEDED SURVEY CONTROL
 RK0319
 RK0319  NGVD 29 (??/??/92)  278.760  (m)          914.57   (f) ADJ UNCH    2 0
 RK0319
 RK0319.Superseded values are not recommended for survey control.
 RK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0319.See file dsdata.txt to determine how the superseded data were derived.
 RK0319
 RK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS444813(NAD 83)
 RK0319_MARKER: DB = BENCH MARK DISK
 RK0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0319_STAMPING: J 157 1948
 RK0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0319+STABILITY: SURFACE MOTION
 RK0319
 RK0319  HISTORY     - Date     Condition        Report By
 RK0319  HISTORY     - 1948     MONUMENTED       CGS
 RK0319
 RK0319                          STATION DESCRIPTION
 RK0319
 RK0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0319'3.1 MI S FROM BIG BAY.
 RK0319'2.0 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM THE POWELL
 RK0319'SCHOOL AT BIG BAY, THENCE ABOUT 1.1 MILES SOUTHWEST ALONG COUNTY
 RK0319'ROAD 510, SET ALONG A SHORT EAST-WEST TANGENT IN ROAD AND NORTH
 RK0319'AND ACROSS THE ROAD FROM A LARGE ROCK PROTRUDING OUT OF HILL
 RK0319'SIDE, 27 FEET NORTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 RK0319'NORTHEAST OF A TRIANGULAR BLAZED 6-INCH ASPEN TREE, 11 FEET
 RK0319'WEST OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 RK0319'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 RK0319'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 RK0319'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0890 ***********************************************************************
 NF0890  DESIGNATION -  J 158
 NF0890  PID         -  NF0890
 NF0890  STATE/COUNTY-  MI/ALLEGAN
 NF0890  USGS QUAD   -  HAMILTON EAST (1981)
 NF0890
 NF0890                         *CURRENT SURVEY CONTROL
 NF0890  ___________________________________________________________________
 NF0890* NAD 83(1986)-  42 44 23.     (N)    085 59 19.     (W)     SCALED    
 NF0890* NAVD 88     -       207.728  (meters)     681.52   (feet)  ADJUSTED  
 NF0890  ___________________________________________________________________
 NF0890  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0890  DYNAMIC HT  -         207.675 (meters)     681.35  (feet)  COMP
 NF0890  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 NF0890
 NF0890  VERT ORDER  -  SECOND    CLASS 0
 NF0890
 NF0890.The horizontal coordinates were scaled from a topographic map and have
 NF0890.an estimated accuracy of +/- 6 seconds.
 NF0890
 NF0890.The orthometric height was determined by differential leveling
 NF0890.and adjusted by the National Geodetic Survey in June 1991..
 NF0890
 NF0890.The geoid height was determined by GEOID03.
 NF0890
 NF0890.The dynamic height is computed by dividing the NAVD 88
 NF0890.geopotential number by the normal gravity value computed on the
 NF0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0890.degrees latitude (g = 980.6199 gals.).
 NF0890
 NF0890.The modeled gravity was interpolated from observed gravity values.
 NF0890
 NF0890;                    North         East    Units  Estimated Accuracy
 NF0890;SPC MI S     -   138,980.    3,867,210.      MT  (+/- 180 meters Scaled)
 NF0890
 NF0890                          SUPERSEDED SURVEY CONTROL
 NF0890
 NF0890  NGVD 29 (??/??/92)  207.866  (m)          681.97   (f) ADJ UNCH    2 0
 NF0890
 NF0890.Superseded values are not recommended for survey control.
 NF0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0890.See file dsdata.txt to determine how the superseded data were derived.
 NF0890
 NF0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN827324(NAD 83)
 NF0890_MARKER: DB = BENCH MARK DISK
 NF0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0890_STAMPING: J 158 1948
 NF0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0890+STABILITY: SURFACE MOTION
 NF0890
 NF0890  HISTORY     - Date     Condition        Report By
 NF0890  HISTORY     - 1948     MONUMENTED       CGS
 NF0890  HISTORY     - 1987     GOOD             USPSQD
 NF0890  HISTORY     - 1989     GOOD             USPSQD
 NF0890  HISTORY     - 1991     GOOD             USPSQD
 NF0890
 NF0890                          STATION DESCRIPTION
 NF0890
 NF0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0890'1.8 MI NE FROM OVERISEL.
 NF0890'ABOUT 0.5 MILE EAST ALONG COUNTY ROAD 442 FROM THE REFORMED
 NF0890'CHURCH AT OVERISEL, THENCE ABOUT 0.8 MILE NORTH AND ABOUT 0.5
 NF0890'MILE EAST ALONG GRAVEL ROADS, ABOUT 1.0 MILE WEST OF OVERISEL
 NF0890'DISTRICT NO. 3 SCHOOL, ABOUT 0.45 MILE NORTH AND 0.5 MILE EAST
 NF0890'OF SANDY HILL SCHOOL DISTRICT NO. 1, AT THE JUNCTION OF A SIDE
 NF0890'ROAD NORTH AT A BRICK FARM HOUSE, 36 FEET NORTH OF THE CENTER
 NF0890'LINE OF THE ROAD, 43 FEET EAST OF THE CENTER LINE OF THE SIDE
 NF0890'ROAD, 63 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 NF0890'HOUSE, 3 FEET EAST OF POWER POLE NO. 41M 7, 35 CP, 2 FEET SOUTH
 NF0890'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET
 NF0890'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0890
 NF0890                          STATION RECOVERY (1987)
 NF0890
 NF0890'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0890'RECOVERED IN GOOD CONDITION.
 NF0890
 NF0890                          STATION RECOVERY (1989)
 NF0890
 NF0890'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0890'RECOVERED IN GOOD CONDITION.
 NF0890
 NF0890                          STATION RECOVERY (1991)
 NF0890
 NF0890'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0778 ***********************************************************************
 NF0778  DESIGNATION -  J 159
 NF0778  PID         -  NF0778
 NF0778  STATE/COUNTY-  MI/OTTAWA
 NF0778  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0778
 NF0778                         *CURRENT SURVEY CONTROL
 NF0778  ___________________________________________________________________
 NF0778* NAD 83(1986)-  42 48 39.     (N)    085 50 35.     (W)     SCALED    
 NF0778* NAVD 88     -       235.425  (meters)     772.39   (feet)  ADJUSTED  
 NF0778  ___________________________________________________________________
 NF0778  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF0778  DYNAMIC HT  -         235.366 (meters)     772.20  (feet)  COMP
 NF0778  MODELED GRAV-     980,361.4   (mgal)                       NAVD 88
 NF0778
 NF0778  VERT ORDER  -  SECOND    CLASS 0
 NF0778
 NF0778.The horizontal coordinates were scaled from a topographic map and have
 NF0778.an estimated accuracy of +/- 6 seconds.
 NF0778
 NF0778.The orthometric height was determined by differential leveling
 NF0778.and adjusted by the National Geodetic Survey in June 1991..
 NF0778
 NF0778.The geoid height was determined by GEOID03.
 NF0778
 NF0778.The dynamic height is computed by dividing the NAVD 88
 NF0778.geopotential number by the normal gravity value computed on the
 NF0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0778.degrees latitude (g = 980.6199 gals.).
 NF0778
 NF0778.The modeled gravity was interpolated from observed gravity values.
 NF0778
 NF0778;                    North         East    Units  Estimated Accuracy
 NF0778;SPC MI S     -   146,660.    3,879,260.      MT  (+/- 180 meters Scaled)
 NF0778
 NF0778                          SUPERSEDED SURVEY CONTROL
 NF0778
 NF0778  NGVD 29 (??/??/92)  235.561  (m)          772.84   (f) ADJ UNCH    2 0
 NF0778
 NF0778.Superseded values are not recommended for survey control.
 NF0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0778.See file dsdata.txt to determine how the superseded data were derived.
 NF0778
 NF0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN945404(NAD 83)
 NF0778_MARKER: DB = BENCH MARK DISK
 NF0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0778_STAMPING: J 159 1948
 NF0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0778+STABILITY: SURFACE MOTION
 NF0778
 NF0778  HISTORY     - Date     Condition        Report By
 NF0778  HISTORY     - 1948     MONUMENTED       CGS
 NF0778  HISTORY     - 1984     GOOD             USPSQD
 NF0778  HISTORY     - 1987     POOR             USPSQD
 NF0778  HISTORY     - 20040728 POOR             INDIV
 NF0778
 NF0778                          STATION DESCRIPTION
 NF0778
 NF0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0778'1 MI S FROM JAMESTOWN.
 NF0778'ABOUT 1.0 MILE SOUTH ALONG A COUNTY ROAD FROM THE SCHOOL AT
 NF0778'JAMESTOWN, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF COUNTY
 NF0778'ROAD 452, 238 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 NF0778'ROAD, 32 FEET SOUTH OF THE CENTER LINE OF ROAD 452, 69 FEET WEST
 NF0778'OF THE NORTHWEST CORNER OF A CONCRETE WATER TROUGH, 150 FEET
 NF0778'SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A
 NF0778'BARN, 14 FEET EAST OF A FENCE CORNER, 3 FEET WEST OF A TELEPHONE
 NF0778'POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1/2 FOOT BELOW
 NF0778'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0778'INCHES.  MARK MAY BE REACHED FROM THE SCHOOL AT BURNIPS BY
 NF0778'GOING ABOUT 5.7 MILES NORTH ALONG COUNTY ROAD 653 TO THE
 NF0778'INTERSECTION OF COUNTY ROAD 452.
 NF0778
 NF0778                          STATION RECOVERY (1984)
 NF0778
 NF0778'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0778'NO WITNESS POST. CEMENT WATER THROUGH STILL IN PLACE. FOUNDATION ONLY
 NF0778'OF THE BARN ACROSS ROAD REMAINS.
 NF0778
 NF0778                          STATION RECOVERY (1987)
 NF0778
 NF0778'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0778'MARK RECOVERED IN POOR CONDITION.
 NF0778
 NF0778                          STATION RECOVERY (2004)
 NF0778
 NF0778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0778'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0280 ***********************************************************************
 OK0280  DESIGNATION -  J 16
 OK0280  PID         -  OK0280
 OK0280  STATE/COUNTY-  MI/MECOSTA
 OK0280  USGS QUAD   -  MECOSTA (1979)
 OK0280
 OK0280                         *CURRENT SURVEY CONTROL
 OK0280  ___________________________________________________________________
 OK0280* NAD 83(1986)-  43 34 28.     (N)    085 08 18.     (W)     SCALED    
 OK0280* NAVD 88     -       313.269  (meters)    1027.78   (feet)  ADJUSTED  
 OK0280  ___________________________________________________________________
 OK0280  GEOID HEIGHT-         -32.61  (meters)                     GEOID03
 OK0280  DYNAMIC HT  -         313.211 (meters)    1027.59  (feet)  COMP
 OK0280  MODELED GRAV-     980,426.6   (mgal)                       NAVD 88
 OK0280
 OK0280  VERT ORDER  -  FIRST     CLASS II
 OK0280
 OK0280.The horizontal coordinates were scaled from a topographic map and have
 OK0280.an estimated accuracy of +/- 6 seconds.
 OK0280
 OK0280.The orthometric height was determined by differential leveling
 OK0280.and adjusted by the National Geodetic Survey in June 1991..
 OK0280
 OK0280.The geoid height was determined by GEOID03.
 OK0280
 OK0280.The dynamic height is computed by dividing the NAVD 88
 OK0280.geopotential number by the normal gravity value computed on the
 OK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0280.degrees latitude (g = 980.6199 gals.).
 OK0280
 OK0280.The modeled gravity was interpolated from observed gravity values.
 OK0280
 OK0280;                    North         East    Units  Estimated Accuracy
 OK0280;SPC MI S     -   230,720.    3,937,670.      MT  (+/- 180 meters Scaled)
 OK0280
 OK0280                          SUPERSEDED SURVEY CONTROL
 OK0280
 OK0280  NGVD 29 (??/??/92)  313.389  (m)         1028.18   (f) ADJ UNCH    1 2
 OK0280
 OK0280.Superseded values are not recommended for survey control.
 OK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0280.See file dsdata.txt to determine how the superseded data were derived.
 OK0280
 OK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP503262(NAD 83)
 OK0280_MARKER: DB = BENCH MARK DISK
 OK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0280_STAMPING: ELEV 1028.177 FT J 16 1916
 OK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0280+STABILITY: SURFACE MOTION
 OK0280
 OK0280  HISTORY     - Date     Condition        Report By
 OK0280  HISTORY     - 1916     MONUMENTED       CGS
 OK0280  HISTORY     - 1959     MARK NOT FOUND   NGS
 OK0280  HISTORY     - 20001031 MARK NOT FOUND   LOCSUR
 OK0280
 OK0280                          STATION DESCRIPTION
 OK0280
 OK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 OK0280'1.5 MI S FROM REMUS.
 OK0280'1.5 MILES SOUTH ALONG THE C AND O RAILWAY FROM THE STATION
 OK0280'AT REMUS, 20 RAILS SOUTHEAST OF MILEPOST 21, AT AN ABANDONED
 OK0280'ROAD CROSSING, 28 FEET NORTHWEST OF A GATE IN THE NORTHEAST
 OK0280'FENCE, AND 46.0 FEET NORTHEAST OF THE NORTHEAST RAIL.  A STANDARD
 OK0280'DISK, STAMPED ELEV. 1028. 177 FT J 16 1916 AND SET IN THE TOP
 OK0280'OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.  NOTE-- THE
 OK0280'MARK IS NOW IN MARSH AND COULD NOT BE LOCATED AND FENCE MENTIONED
 OK0280'IN DESCRIPTION IS NO LONGER THERE AND DIRT ROAD IS NO LONGER IN
 OK0280'USE.
 OK0280
 OK0280                          STATION RECOVERY (2000)
 OK0280
 OK0280'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 OK0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0121 ***********************************************************************
 RL0121  DESIGNATION -  J 160
 RL0121  PID         -  RL0121
 RL0121  STATE/COUNTY-  MI/BARAGA
 RL0121  USGS QUAD   -  L'ANSE (1985)
 RL0121
 RL0121                         *CURRENT SURVEY CONTROL
 RL0121  ___________________________________________________________________
 RL0121* NAD 83(1986)-  46 45 04.     (N)    088 22 53.     (W)     SCALED    
 RL0121* NAVD 88     -       300.027  (meters)     984.34   (feet)  ADJUSTED  
 RL0121  ___________________________________________________________________
 RL0121  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 RL0121  DYNAMIC HT  -         300.043 (meters)     984.39  (feet)  COMP
 RL0121  MODELED GRAV-     980,658.2   (mgal)                       NAVD 88
 RL0121
 RL0121  VERT ORDER  -  SECOND    CLASS 0
 RL0121
 RL0121.The horizontal coordinates were scaled from a topographic map and have
 RL0121.an estimated accuracy of +/- 6 seconds.
 RL0121
 RL0121.The orthometric height was determined by differential leveling
 RL0121.and adjusted by the National Geodetic Survey in June 1991..
 RL0121
 RL0121.The geoid height was determined by GEOID03.
 RL0121
 RL0121.The dynamic height is computed by dividing the NAVD 88
 RL0121.geopotential number by the normal gravity value computed on the
 RL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0121.degrees latitude (g = 980.6199 gals.).
 RL0121
 RL0121.The modeled gravity was interpolated from observed gravity values.
 RL0121
 RL0121;                    North         East    Units  Estimated Accuracy
 RL0121;SPC MI N     -   219,630.    7,894,460.      MT  (+/- 180 meters Scaled)
 RL0121
 RL0121                          SUPERSEDED SURVEY CONTROL
 RL0121
 RL0121  NGVD 29 (??/??/92)  299.997  (m)          984.24   (f) ADJ UNCH    2 0
 RL0121
 RL0121.Superseded values are not recommended for survey control.
 RL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0121.See file dsdata.txt to determine how the superseded data were derived.
 RL0121
 RL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS944784(NAD 83)
 RL0121_MARKER: DB = BENCH MARK DISK
 RL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0121_STAMPING: J 160 1948
 RL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0121+STABILITY: SURFACE MOTION
 RL0121
 RL0121  HISTORY     - Date     Condition        Report By
 RL0121  HISTORY     - 1948     MONUMENTED       CGS
 RL0121
 RL0121                          STATION DESCRIPTION
 RL0121
 RL0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0121'4 MI E FROM L ANSE.
 RL0121'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0121'SOUTH SHORE AND ATLANTIC RAILROAD STATION AT L ANSE, THENCE
 RL0121'ABOUT 2.75 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.45
 RL0121'MILE NORTHEAST OF THE CROSSING OF THE FORD MOTOR COMPANY
 RL0121'RAILROAD, ABOUT 0.2 MILE EAST OF A TURN IN THE ROAD WITH TANGENTS
 RL0121'SOUTH AND EAST AND A DIM ROAD WEST, ABOUT 0.25 MILE WEST OF
 RL0121'A ROAD NORTH AND A DIM ROAD SOUTH, 21 FEET SOUTH OF THE CENTER
 RL0121'LINE OF THE ROAD, 225 FEET WEST OF A FENCE CORNER, 199 FEET WEST O
 RL0121'THE SOUTH END OF AN 18-INCH CORRUGATED PIPE CULVERT, 20.5 FEET
 RL0121'EAST OF A POWER POLE, 1 FOOT NORTH OF A WIRE FENCE, 3 FEET
 RL0121'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RL0121'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0136 ***********************************************************************
 RL0136  DESIGNATION -  J 161
 RL0136  PID         -  RL0136
 RL0136  STATE/COUNTY-  MI/BARAGA
 RL0136  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0136
 RL0136                         *CURRENT SURVEY CONTROL
 RL0136  ___________________________________________________________________
 RL0136* NAD 83(1986)-  46 46 11.     (N)    088 08 12.     (W)     SCALED    
 RL0136* NAVD 88     -       459.856  (meters)    1508.71   (feet)  ADJUSTED  
 RL0136  ___________________________________________________________________
 RL0136  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 RL0136  DYNAMIC HT  -         459.871 (meters)    1508.76  (feet)  COMP
 RL0136  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 RL0136
 RL0136  VERT ORDER  -  SECOND    CLASS 0
 RL0136
 RL0136.The horizontal coordinates were scaled from a topographic map and have
 RL0136.an estimated accuracy of +/- 6 seconds.
 RL0136
 RL0136.The orthometric height was determined by differential leveling
 RL0136.and adjusted by the National Geodetic Survey in June 1991..
 RL0136
 RL0136.The geoid height was determined by GEOID03.
 RL0136
 RL0136.The dynamic height is computed by dividing the NAVD 88
 RL0136.geopotential number by the normal gravity value computed on the
 RL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0136.degrees latitude (g = 980.6199 gals.).
 RL0136
 RL0136.The modeled gravity was interpolated from observed gravity values.
 RL0136
 RL0136;                    North         East    Units  Estimated Accuracy
 RL0136;SPC MI N     -   221,400.    7,913,190.      MT  (+/- 180 meters Scaled)
 RL0136
 RL0136                          SUPERSEDED SURVEY CONTROL
 RL0136
 RL0136  NGVD 29 (??/??/92)  459.814  (m)         1508.57   (f) ADJ UNCH    2 0
 RL0136
 RL0136.Superseded values are not recommended for survey control.
 RL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0136.See file dsdata.txt to determine how the superseded data were derived.
 RL0136
 RL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS132802(NAD 83)
 RL0136_MARKER: DB = BENCH MARK DISK
 RL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0136_STAMPING: J 161 1948
 RL0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0136+STABILITY: SURFACE MOTION
 RL0136
 RL0136  HISTORY     - Date     Condition        Report By
 RL0136  HISTORY     - 1948     MONUMENTED       CGS
 RL0136
 RL0136                          STATION DESCRIPTION
 RL0136
 RL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0136'18.7 MI E FROM L ANSE.
 RL0136'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0136'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0136'ABOUT 4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL
 RL0136'ROAD, THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE
 RL0136'ABOUT 2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2
 RL0136'MILE NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0136'THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH AND
 RL0136'ABOUT 2.7 MILES SOUTHEAST AND EAST ALONG TRAILS, ABOUT 0.6
 RL0136'MILE SOUTHWEST OF THE JUNCTION OF A ROAD EAST, 44 FEET
 RL0136'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 123 FEET WEST
 RL0136'OF THE SOUTH END OF A LOG CULVERT IN A SMALL FILL, ABOUT 0.45
 RL0136'MILE EAST OF THE JUNCTION OF A ROAD SOUTH, 28.5 FEET EAST
 RL0136'OF THE SOUTHEAST CORNER OF AN OLD STABLE, 6 FEET SOUTHWEST
 RL0136'OF A TRIANGULAR BLAZED 8-INCH MAPLE TREE, 2.5 FEET ABOVE THE
 RL0136'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0940 ***********************************************************************
 NF0940  DESIGNATION -  J 162
 NF0940  PID         -  NF0940
 NF0940  STATE/COUNTY-  MI/ALLEGAN
 NF0940  USGS QUAD   -  MILLGROVE (1981)
 NF0940
 NF0940                         *CURRENT SURVEY CONTROL
 NF0940  ___________________________________________________________________
 NF0940* NAD 83(1986)-  42 32 33.     (N)    085 55 07.     (W)     SCALED    
 NF0940* NAVD 88     -       208.363  (meters)     683.60   (feet)  ADJUSTED  
 NF0940  ___________________________________________________________________
 NF0940  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0940  DYNAMIC HT  -         208.307 (meters)     683.42  (feet)  COMP
 NF0940  MODELED GRAV-     980,346.7   (mgal)                       NAVD 88
 NF0940
 NF0940  VERT ORDER  -  SECOND    CLASS 0
 NF0940
 NF0940.The horizontal coordinates were scaled from a topographic map and have
 NF0940.an estimated accuracy of +/- 6 seconds.
 NF0940
 NF0940.The orthometric height was determined by differential leveling
 NF0940.and adjusted by the National Geodetic Survey in June 1991..
 NF0940
 NF0940.The geoid height was determined by GEOID03.
 NF0940
 NF0940.The dynamic height is computed by dividing the NAVD 88
 NF0940.geopotential number by the normal gravity value computed on the
 NF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0940.degrees latitude (g = 980.6199 gals.).
 NF0940
 NF0940.The modeled gravity was interpolated from observed gravity values.
 NF0940
 NF0940;                    North         East    Units  Estimated Accuracy
 NF0940;SPC MI S     -   116,970.    3,872,540.      MT  (+/- 180 meters Scaled)
 NF0940
 NF0940                          SUPERSEDED SURVEY CONTROL
 NF0940
 NF0940  NGVD 29 (??/??/92)  208.502  (m)          684.06   (f) ADJ UNCH    2 0
 NF0940
 NF0940.Superseded values are not recommended for survey control.
 NF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0940.See file dsdata.txt to determine how the superseded data were derived.
 NF0940
 NF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN887105(NAD 83)
 NF0940_MARKER: DB = BENCH MARK DISK
 NF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0940_STAMPING: J 162 1948
 NF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0940+STABILITY: SURFACE MOTION
 NF0940
 NF0940  HISTORY     - Date     Condition        Report By
 NF0940  HISTORY     - 1948     MONUMENTED       CGS
 NF0940  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0940
 NF0940                          STATION DESCRIPTION
 NF0940
 NF0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0940'3.8 MI W FROM ALLEGAN.
 NF0940'3.75 MILES WEST ALONG STATE HIGHWAY 89 FROM THE HIGH SCHOOL AT
 NF0940'ALLEGAN, ABOUT 0.3 MILE WEST OF DISTRICT NO. 4 SCHOOL AND THE
 NF0940'JUNCTION OF A DIM ROAD SOUTH, ACROSS THE HIGHWAY FROM THE JUNCTION
 NF0940'OF A TRAIL LEADING NORTHWEST, 31 FEET SOUTH-SOUTHEAST OF THE CENTER
 NF0940'LINE OF THE HIGHWAY, 18.5 FEET WEST-SOUTHWEST OF A TRIANGULAR
 NF0940'BLAZED 8-INCH OAK TREE, 33 FEET WEST-SOUTHWEST OF A 20-INCH PINE
 NF0940'TREE, ABOUT 50 YARDS EAST OF A CURVE WITH TANGENTS EAST-NORTHEAST
 NF0940'AND WEST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0940'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0940'5 INCHES.
 NF0940
 NF0940                          STATION RECOVERY (1997)
 NF0940
 NF0940'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0940'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0087 ***********************************************************************
 RL0087  DESIGNATION -  J 163
 RL0087  PID         -  RL0087
 RL0087  STATE/COUNTY-  MI/BARAGA
 RL0087  USGS QUAD   -  AURA (1984)
 RL0087
 RL0087                         *CURRENT SURVEY CONTROL
 RL0087  ___________________________________________________________________
 RL0087* NAD 83(1986)-  46 52 00.     (N)    088 19 11.     (W)     SCALED    
 RL0087* NAVD 88     -       246.770  (meters)     809.61   (feet)  ADJUSTED  
 RL0087  ___________________________________________________________________
 RL0087  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 RL0087  DYNAMIC HT  -         246.783 (meters)     809.65  (feet)  COMP
 RL0087  MODELED GRAV-     980,661.8   (mgal)                       NAVD 88
 RL0087
 RL0087  VERT ORDER  -  SECOND    CLASS 0
 RL0087
 RL0087.The horizontal coordinates were scaled from a topographic map and have
 RL0087.an estimated accuracy of +/- 6 seconds.
 RL0087
 RL0087.The orthometric height was determined by differential leveling
 RL0087.and adjusted by the National Geodetic Survey in June 1991..
 RL0087
 RL0087.The geoid height was determined by GEOID03.
 RL0087
 RL0087.The dynamic height is computed by dividing the NAVD 88
 RL0087.geopotential number by the normal gravity value computed on the
 RL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0087.degrees latitude (g = 980.6199 gals.).
 RL0087
 RL0087.The modeled gravity was interpolated from observed gravity values.
 RL0087
 RL0087;                    North         East    Units  Estimated Accuracy
 RL0087;SPC MI N     -   232,390.    7,899,390.      MT  (+/- 180 meters Scaled)
 RL0087
 RL0087                          SUPERSEDED SURVEY CONTROL
 RL0087
 RL0087  NGVD 29 (??/??/92)  246.737  (m)          809.50   (f) ADJ UNCH    2 0
 RL0087
 RL0087.Superseded values are not recommended for survey control.
 RL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0087.See file dsdata.txt to determine how the superseded data were derived.
 RL0087
 RL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS994911(NAD 83)
 RL0087_MARKER: DB = BENCH MARK DISK
 RL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0087_STAMPING: J 163 1948
 RL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0087+STABILITY: SURFACE MOTION
 RL0087
 RL0087  HISTORY     - Date     Condition        Report By
 RL0087  HISTORY     - 1948     MONUMENTED       CGS
 RL0087  HISTORY     - 1948     MARK NOT FOUND   USGS
 RL0087  HISTORY     - 20050705 MARK NOT FOUND   GEOCAC
 RL0087
 RL0087                          STATION DESCRIPTION
 RL0087
 RL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0087'0.6 MI W FROM AURA.
 RL0087'ABOUT 0.55 MILE WEST ALONG A GRAVEL ROAD FROM THE CO-OP STORE
 RL0087'AT AURA, AT THE NORTHEAST CORNER OF THE YARD AT THE FINNISH
 RL0087'LUTHERAN CHURCH, 105 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 RL0087'T JUNCTION OF A NORTH-SOUTH ROAD, 34 FEET NORTHEAST OF THE
 RL0087'NORTHEAST CORNER OF THE CHURCH, 31 FEET SOUTH OF THE CENTER
 RL0087'LINE OF THE ROAD EAST, 29 FEET WEST-SOUTHWEST OF THE SOUTHEAST
 RL0087'END OF A 2-FOOT CONCRETE PIPE CULVERT DIAGONALLY UNDER THE
 RL0087'EAST-WEST ROAD, 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET
 RL0087'SOUTHEAST OF THE FENCE CORNER, 1 1/2 FEET ABOVE THE ROAD EAST
 RL0087'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0087
 RL0087                          STATION RECOVERY (1948)
 RL0087
 RL0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 RL0087'MARK NOT FOUND.
 RL0087
 RL0087                          STATION RECOVERY (2005)
 RL0087
 RL0087'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0113 ***********************************************************************
 RL0113  DESIGNATION -  J 164
 RL0113  PID         -  RL0113
 RL0113  STATE/COUNTY-  MI/BARAGA
 RL0113  USGS QUAD   -  MC COMB CORNER (1984)
 RL0113
 RL0113                         *CURRENT SURVEY CONTROL
 RL0113  ___________________________________________________________________
 RL0113* NAD 83(1986)-  46 50 10.     (N)    088 02 47.     (W)     SCALED    
 RL0113* NAVD 88     -       308.094  (meters)    1010.81   (feet)  ADJUSTED  
 RL0113  ___________________________________________________________________
 RL0113  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 RL0113  DYNAMIC HT  -         308.112 (meters)    1010.86  (feet)  COMP
 RL0113  MODELED GRAV-     980,664.8   (mgal)                       NAVD 88
 RL0113
 RL0113  VERT ORDER  -  SECOND    CLASS 0
 RL0113
 RL0113.The horizontal coordinates were scaled from a topographic map and have
 RL0113.an estimated accuracy of +/- 6 seconds.
 RL0113
 RL0113.The orthometric height was determined by differential leveling
 RL0113.and adjusted by the National Geodetic Survey in June 1991..
 RL0113
 RL0113.The geoid height was determined by GEOID03.
 RL0113
 RL0113.The dynamic height is computed by dividing the NAVD 88
 RL0113.geopotential number by the normal gravity value computed on the
 RL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0113.degrees latitude (g = 980.6199 gals.).
 RL0113
 RL0113.The modeled gravity was interpolated from observed gravity values.
 RL0113
 RL0113;                    North         East    Units  Estimated Accuracy
 RL0113;SPC MI N     -   228,690.    7,920,180.      MT  (+/- 180 meters Scaled)
 RL0113
 RL0113                          SUPERSEDED SURVEY CONTROL
 RL0113
 RL0113  NGVD 29 (??/??/92)  308.055  (m)         1010.68   (f) ADJ UNCH    2 0
 RL0113
 RL0113.Superseded values are not recommended for survey control.
 RL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0113.See file dsdata.txt to determine how the superseded data were derived.
 RL0113
 RL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS202874(NAD 83)
 RL0113_MARKER: DB = BENCH MARK DISK
 RL0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0113_STAMPING: J 164 1948
 RL0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0113+STABILITY: SURFACE MOTION
 RL0113
 RL0113  HISTORY     - Date     Condition        Report By
 RL0113  HISTORY     - 1948     MONUMENTED       CGS
 RL0113  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 RL0113
 RL0113                          STATION DESCRIPTION
 RL0113
 RL0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0113'10 MI SE FROM SKANEE.
 RL0113'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0113'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0113'ABOUT 4.35 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO FORD
 RL0113'MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD MOTOR
 RL0113'COMPANY RAILROAD, ABOUT 0.35 MILE NORTHWEST OF A CURVE WITH
 RL0113'TANGENTS NORTHWEST AND SOUTH AND THE JUNCTION OF A TRAIL
 RL0113'SOUTHEAST, AT THE CREST OF A FLAT TOP HILL, 46 YARDS NORTHWEST
 RL0113'OF THE SOUTHWEST END OF A 12-INCH LOG CULVERT, 22 FEET SOUTHWEST
 RL0113'OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHEAST OF A
 RL0113'TRIANGULAR BLAZED 14-INCH HEMLOCK TREE, 10 FEET NORTHWEST OF A
 RL0113'TRIANGULAR BLAZED 18-INCH MAPLE TREE, ABOUT LEVEL WITH THE ROAD
 RL0113'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0113
 RL0113                          STATION RECOVERY (2004)
 RL0113
 RL0113'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0113'AREA IS ALL TORN UP FROM LOGGING AND ROAD MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0135 ***********************************************************************
 RK0135  DESIGNATION -  J 165
 RK0135  PID         -  RK0135
 RK0135  STATE/COUNTY-  MI/MARQUETTE
 RK0135  USGS QUAD   -  MARQUETTE (1975)
 RK0135
 RK0135                         *CURRENT SURVEY CONTROL
 RK0135  ___________________________________________________________________
 RK0135* NAD 83(1986)-  46 37 10.     (N)    087 28 00.     (W)     SCALED    
 RK0135* NAVD 88     -       217.201  (meters)     712.60   (feet)  ADJUSTED  
 RK0135  ___________________________________________________________________
 RK0135  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 RK0135  DYNAMIC HT  -         217.221 (meters)     712.67  (feet)  COMP
 RK0135  MODELED GRAV-     980,702.0   (mgal)                       NAVD 88
 RK0135
 RK0135  VERT ORDER  -  SECOND    CLASS 0
 RK0135
 RK0135.The horizontal coordinates were scaled from a topographic map and have
 RK0135.an estimated accuracy of +/- 6 seconds.
 RK0135
 RK0135.The orthometric height was determined by differential leveling
 RK0135.and adjusted by the National Geodetic Survey in June 1991..
 RK0135
 RK0135.The geoid height was determined by GEOID03.
 RK0135
 RK0135.The dynamic height is computed by dividing the NAVD 88
 RK0135.geopotential number by the normal gravity value computed on the
 RK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0135.degrees latitude (g = 980.6199 gals.).
 RK0135
 RK0135.The modeled gravity was interpolated from observed gravity values.
 RK0135
 RK0135;                    North         East    Units  Estimated Accuracy
 RK0135;SPC MI N     -   204,180.    7,964,260.      MT  (+/- 180 meters Scaled)
 RK0135
 RK0135                          SUPERSEDED SURVEY CONTROL
 RK0135
 RK0135  NGVD 29 (??/??/92)  217.163  (m)          712.48   (f) ADJ UNCH    2 0
 RK0135
 RK0135.Superseded values are not recommended for survey control.
 RK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0135.See file dsdata.txt to determine how the superseded data were derived.
 RK0135
 RK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS642629(NAD 83)
 RK0135_MARKER: DB = BENCH MARK DISK
 RK0135_SETTING: 66 = SET IN ROCK OUTCROP
 RK0135_SP_SET: ROCK OUTCROP
 RK0135_STAMPING: J 165 1948
 RK0135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0135+STABILITY: POSITION/ELEVATION WELL
 RK0135
 RK0135  HISTORY     - Date     Condition        Report By
 RK0135  HISTORY     - 1948     MONUMENTED       CGS
 RK0135  HISTORY     - 1985     GOOD             NGS
 RK0135  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RK0135
 RK0135                          STATION DESCRIPTION
 RK0135
 RK0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0135'6.6 MI NW FROM MARQUETTE.
 RK0135'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0135'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 6.05 MILES
 RK0135'NORTHWEST ALONG COUNTY ROAD 550, SET IN A LARGE ROCK OUTCROP
 RK0135'ON SOUTHWEST SIDE OF ROAD ON THE SLOPE OF A HILL DECENDING
 RK0135'SOUTHEAST, 93 FEET SOUTHEAST OF A TELEPHONE POLE, 64 FEET
 RK0135'SOUTH-SOUTHWEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RK0135'12-INCH HEMLOCK TREE, 35 FEET SOUTHWEST OF THE CENTER LINE OF
 RK0135'THE ROAD, 24 FEET WEST-SOUTHWEST OF THE NORTHWEST END OF A CABLE
 RK0135'RAILING ALONG ROAD, 4 1/2 FEET SOUTHWEST OF THE TELEPHONE LINE,
 RK0135'IN A SMALL HORIZONTAL BENCH ON THE NORTHEAST SIDE OF THE ROCK
 RK0135'OUTCROP AND ABOUT 3 1/2 FEET ABOVE THE ROAD.
 RK0135
 RK0135                          STATION RECOVERY (1985)
 RK0135
 RK0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0135'RECOVERED IN GOOD CONDITION.
 RK0135
 RK0135                          STATION RECOVERY (2001)
 RK0135
 RK0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0135'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0405 ***********************************************************************
 NF0405  DESIGNATION -  J 167
 NF0405  PID         -  NF0405
 NF0405  STATE/COUNTY-  MI/KENT
 NF0405  USGS QUAD   -  ALTO (1978)
 NF0405
 NF0405                         *CURRENT SURVEY CONTROL
 NF0405  ___________________________________________________________________
 NF0405* NAD 83(1986)-  42 46 32.     (N)    085 27 24.     (W)     SCALED    
 NF0405* NAVD 88     -       215.225  (meters)     706.12   (feet)  ADJUSTED  
 NF0405  ___________________________________________________________________
 NF0405  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0405  DYNAMIC HT  -         215.164 (meters)     705.92  (feet)  COMP
 NF0405  MODELED GRAV-     980,331.1   (mgal)                       NAVD 88
 NF0405
 NF0405  VERT ORDER  -  SECOND    CLASS 0
 NF0405
 NF0405.The horizontal coordinates were scaled from a topographic map and have
 NF0405.an estimated accuracy of +/- 6 seconds.
 NF0405
 NF0405.The orthometric height was determined by differential leveling
 NF0405.and adjusted by the National Geodetic Survey in June 1991..
 NF0405
 NF0405.The geoid height was determined by GEOID03.
 NF0405
 NF0405.The dynamic height is computed by dividing the NAVD 88
 NF0405.geopotential number by the normal gravity value computed on the
 NF0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0405.degrees latitude (g = 980.6199 gals.).
 NF0405
 NF0405.The modeled gravity was interpolated from observed gravity values.
 NF0405
 NF0405;                    North         East    Units  Estimated Accuracy
 NF0405;SPC MI S     -   142,260.    3,910,810.      MT  (+/- 180 meters Scaled)
 NF0405
 NF0405                          SUPERSEDED SURVEY CONTROL
 NF0405
 NF0405  NGVD 29 (??/??/92)  215.35   (m)          706.5    (f) COMPUTED    2 0
 NF0405
 NF0405.Superseded values are not recommended for survey control.
 NF0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0405.See file dsdata.txt to determine how the superseded data were derived.
 NF0405
 NF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262370(NAD 83)
 NF0405_MARKER: DB = BENCH MARK DISK
 NF0405_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0405_SP_SET: BRIDGE
 NF0405_STAMPING: J 167 1948
 NF0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0405
 NF0405  HISTORY     - Date     Condition        Report By
 NF0405  HISTORY     - 1948     MONUMENTED       CGS
 NF0405  HISTORY     - 20010806 GOOD             NGS
 NF0405
 NF0405                          STATION DESCRIPTION
 NF0405
 NF0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0405'7.6 MI SW FROM MC CORDS.
 NF0405'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO FROM THE CROSSING
 NF0405'OF MC CORDS AVENUE AT MC CORDS, THENCE ABOUT 6.8 MILES SOUTH
 NF0405'ALONG WHITNEYVILLE AVENUE, ABOUT 0.45 MILE NORTH OF THE BARRY-KENT
 NF0405'COUNTY LINE, SET IN THE TOP OF THE NORTHEAST WING WALL OF A
 NF0405'75-FOOT CONCRETE AND STEEL BRIDGE OVER COLDWATER RIVER, 11 FEET
 NF0405'EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT EAST OF THE EAST
 NF0405'EDGE OF THE STEEL GIRDER AND ABOUT 1 FOOT BELOW THE ROAD.
 NF0405'MARK MAY BE REACHED FROM THE FIRST BAPTIST CHURCH AT MIDDLEVILLE
 NF0405'BY GOING ABOUT 4.35 MILES NORTH ALONG COUNTY ROAD 611 AND
 NF0405'WHITNEYVILLE AVENUE.
 NF0405
 NF0405                          STATION RECOVERY (2001)
 NF0405
 NF0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0406 ***********************************************************************
 NF0406  DESIGNATION -  J 167 RESET
 NF0406  PID         -  NF0406
 NF0406  STATE/COUNTY-  MI/KENT
 NF0406  USGS QUAD   -  ALTO (1978)
 NF0406
 NF0406                         *CURRENT SURVEY CONTROL
 NF0406  ___________________________________________________________________
 NF0406* NAD 83(1986)-  42 46 32.     (N)    085 27 24.     (W)     SCALED    
 NF0406* NAVD 88     -       218.29   (+/-2cm)     716.2    (feet)  VERTCON   
 NF0406  ___________________________________________________________________
 NF0406  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0406
 NF0406  VERT ORDER  -  THIRD (See Below)
 NF0406
 NF0406.The horizontal coordinates were scaled from a topographic map and have
 NF0406.an estimated accuracy of +/- 6 seconds.
 NF0406
 NF0406.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0406.The vertical order pertains to the NGVD 29 superseded value.
 NF0406
 NF0406.The geoid height was determined by GEOID03.
 NF0406
 NF0406;                    North         East    Units  Estimated Accuracy
 NF0406;SPC MI S     -   142,260.    3,910,810.      MT  (+/- 180 meters Scaled)
 NF0406
 NF0406                          SUPERSEDED SURVEY CONTROL
 NF0406
 NF0406  NGVD 29 (??/??/??)  218.41   (m)          716.6    (f) RESET       3  
 NF0406
 NF0406.Superseded values are not recommended for survey control.
 NF0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0406.See file dsdata.txt to determine how the superseded data were derived.
 NF0406
 NF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262370(NAD 83)
 NF0406_MARKER: DB = BENCH MARK DISK
 NF0406_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF0406_SP_SET: BRIDGE ABUTMENT
 NF0406_STAMPING: J 167 RESET 1968
 NF0406_MARK LOGO: CGS   
 NF0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0406+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2003
 NF0406
 NF0406  HISTORY     - Date     Condition        Report By
 NF0406  HISTORY     - 1968     MONUMENTED       CGS
 NF0406  HISTORY     - 1985     GOOD             USPSQD
 NF0406  HISTORY     - 1988     GOOD             USPSQD
 NF0406  HISTORY     - 1989     GOOD             USPSQD
 NF0406  HISTORY     - 19950531 GOOD             MI-081
 NF0406  HISTORY     - 19950531 GOOD             MI-081
 NF0406  HISTORY     - 19991009 GOOD             USPSQD
 NF0406  HISTORY     - 20030321 GOOD             USPSQD
 NF0406  HISTORY     - 20030922 GOOD             INDIV
 NF0406
 NF0406                          STATION DESCRIPTION
 NF0406
 NF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NF0406'7.6 MI SW FROM MC CORDS.
 NF0406'0.8 MILE WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0406'CROSSING OF MC CORDS AVENUE AT MC CORDS, THENCE 6.8 MILES
 NF0406'SOUTH ALONG WHITNEYVILLE AVENUE, ABOUT 0.45 MILE NORTH OF THE
 NF0406'BARRY-KENT COUNTY LINE, IN SECTION 35, T 5 N, R 10 W, IN
 NF0406'CALEDONIA TOWNSHIP, SET IN THE TOP OF THE NORTHEAST SLOPE WALL
 NF0406'OF THE NORTH ABUTMENT OF A 123 FOOT CONCRETE BRIDGE CARRYING
 NF0406'WHITNEYVILLE AVENUE OVER THE COLDWATER RIVER.
 NF0406
 NF0406                          STATION RECOVERY (1985)
 NF0406
 NF0406'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0406'RECOVERED IN GOOD CONDITION.
 NF0406
 NF0406                          STATION RECOVERY (1988)
 NF0406
 NF0406'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0406'RECOVERED IN GOOD CONDITION.
 NF0406
 NF0406                          STATION RECOVERY (1989)
 NF0406
 NF0406'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0406'RECOVERED IN GOOD CONDITION.
 NF0406
 NF0406                          STATION RECOVERY (1995)
 NF0406
 NF0406'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF0406'IN SECTION 35 T5N, R10W, CALEDONIA TOWNSHIP ABOUT 0.45 MILES (0.72 KM)
 NF0406'NORTH OF THE BARRY-KENT COUNTY LINE.  NORTH OF COLDWATER RIVER AND
 NF0406'EAST OF WHITNEYVILLE AVENUE.  I-96 AND CASCADE ROAD (EXIT 40) , TRAVEL
 NF0406'EASTERLY 6.8 MILES (10.9 KM) ALONG CASCADE ROAD TO WHITNEYVILLE AVENUE
 NF0406'SOUTH, 8.2 MILES (13.2 KM) TO BRIDGE CROSSING COLDWATER RIVER.  THIS
 NF0406'EXIT APPROXIMATELY 6.5 MILES (10.5 KM) SOUTHEASTERLY ALONG I-196 AND
 NF0406'I-96 FROM DOWNTOWN GRAND RAPIDS.  SET IN THE NORTHEAST SLOPE WALL OF
 NF0406'THE NORTH ABUTMENT OF A 123.3 FEET (37.6 M) BRIDGE ON WHITNEYVILLE
 NF0406'AVENUE CROSSING THE COLDWATER RIVER, 1 FOOT (0.3 M) EAST OF EAST
 NF0406'BRIDGE RAIL.  IT WOULD BE DIFFCULT TO SET A TRIPOD OVER THE POINT.
 NF0406
 NF0406                          STATION RECOVERY (1995)
 NF0406
 NF0406'RECOVERY NOTE BY KENT COUNTY MICHIGAN 1995 (HH)
 NF0406'STATION IS LOCATED IN SECTION 35, T-5-N, R-10-W, CALEDONIA TOWNSHIP.
 NF0406'IT IS ABOUT 0.45 MI (0.72 KM) NORTH OF THE BARRY - KENT COUNTY LINE,
 NF0406'NORTH SIDE OF THE COLDWATER RIVER AND EAST OF WHITNEYVILLE AVENUE. TO
 NF0406'REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 AND CASCADE ROAD
 NF0406'(EXIT 40) OFF I-96, (WHICH IS APPROXIMATELY 6.5 MI (10.5 KM) SOUTHEAST
 NF0406'OF DOWNTOWN GRAND RAPIDS) , TRAVEL EASTERLY FOR 6.8 MI (10.9 KM) ALONG
 NF0406'CASCADE ROAD TO WHITNEYVILLE AVENUE.  GO SOUTH ON WHITNEYVILLE AVENUE
 NF0406'FOR 8.2 MI (13.2 KM) TO BRIDGE CROSSING THE COLDWATER RIVER, IN THE
 NF0406'TOP OF THE NORTHEAST SLOPE WALL OF THE NORTH ABUTMENT OF THE 123.3 FT
 NF0406'(37.6 M) CONCRETE BRIDGE ON WHITNEYVILLE AVENUE CROSSING THE COLDWATER
 NF0406'RIVER,  1.0 FT (0.3 M) EAST OF THE EAST BRIDGE RAIL.
 NF0406
 NF0406                          STATION RECOVERY (1999)
 NF0406
 NF0406'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0406'RECOVERED IN GOOD CONDITION.
 NF0406
 NF0406                          STATION RECOVERY (2003)
 NF0406
 NF0406'RECOVERY NOTE BY US POWER SQUADRON 2003 (WS)
 NF0406'RECOVERED IN GOOD CONDITION.
 NF0406
 NF0406                          STATION RECOVERY (2003)
 NF0406
 NF0406'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0406'WITNESSES TO MARK -
 NF0406'C 1/4 COR. SEC. 36, T5N, R10W N45D44M11SW 304.40' (92.78 M)
 NF0406'NE COR. NE BRIDGE POST NW 1.5' (0.45 M)
 NF0406'NE COR. NW BRIDGE POST WEST 37.0' (11.3 M)
 NF0406'C/L DRIVE TO EAST IS NORTH 75' (22.9 M)
 NF0406'TELEPHONE BOX EAST 42.0' (12.8 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0877 ***********************************************************************
 NF0877  DESIGNATION -  J 169
 NF0877  PID         -  NF0877
 NF0877  STATE/COUNTY-  MI/KENT
 NF0877  USGS QUAD   -  CALEDONIA (1982)
 NF0877
 NF0877                         *CURRENT SURVEY CONTROL
 NF0877  ___________________________________________________________________
 NF0877* NAD 83(1986)-  42 50 28.     (N)    085 36 17.     (W)     SCALED    
 NF0877* NAVD 88     -       240.111  (meters)     787.76   (feet)  ADJUSTED  
 NF0877  ___________________________________________________________________
 NF0877  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF0877  DYNAMIC HT  -         240.046 (meters)     787.55  (feet)  COMP
 NF0877  MODELED GRAV-     980,342.1   (mgal)                       NAVD 88
 NF0877
 NF0877  VERT ORDER  -  SECOND    CLASS 0
 NF0877
 NF0877.The horizontal coordinates were scaled from a topographic map and have
 NF0877.an estimated accuracy of +/- 6 seconds.
 NF0877
 NF0877.The orthometric height was determined by differential leveling
 NF0877.and adjusted by the National Geodetic Survey in June 1991..
 NF0877
 NF0877.The geoid height was determined by GEOID03.
 NF0877
 NF0877.The dynamic height is computed by dividing the NAVD 88
 NF0877.geopotential number by the normal gravity value computed on the
 NF0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0877.degrees latitude (g = 980.6199 gals.).
 NF0877
 NF0877.The modeled gravity was interpolated from observed gravity values.
 NF0877
 NF0877;                    North         East    Units  Estimated Accuracy
 NF0877;SPC MI S     -   149,710.    3,898,800.      MT  (+/- 180 meters Scaled)
 NF0877
 NF0877                          SUPERSEDED SURVEY CONTROL
 NF0877
 NF0877  NGVD 29 (??/??/92)  240.243  (m)          788.20   (f) ADJ UNCH    2 0
 NF0877
 NF0877.Superseded values are not recommended for survey control.
 NF0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0877.See file dsdata.txt to determine how the superseded data were derived.
 NF0877
 NF0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN140441(NAD 83)
 NF0877_MARKER: DB = BENCH MARK DISK
 NF0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0877_STAMPING: J 169 1948
 NF0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0877+STABILITY: SURFACE MOTION
 NF0877
 NF0877  HISTORY     - Date     Condition        Report By
 NF0877  HISTORY     - 1948     MONUMENTED       CGS
 NF0877  HISTORY     - 1987     GOOD             USPSQD
 NF0877  HISTORY     - 1989     GOOD             USPSQD
 NF0877  HISTORY     - 20010808 GOOD             NGS
 NF0877  HISTORY     - 20011001 MARK NOT FOUND   LOCSUR
 NF0877
 NF0877                          STATION DESCRIPTION
 NF0877
 NF0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0877'1 MI W FROM DUTTON.
 NF0877'ABOUT 1.0 MILE WEST ALONG 68TH STREET SE FROM THE CROSSROADS
 NF0877'AT DUTTON, ABOUT 110 YARDS SOUTHEAST OF HOUSE NO. 2347, AT A
 NF0877'FENCE CORNER, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14
 NF0877'FEET EAST-NORTHEAST OF A 14-INCH HICKORY TREE, 11 1/2 FEET EAST
 NF0877'OF A FENCE CORNER, 9 FEET EAST OF TELEPHONE POLE NO. 191, 1 FOOT
 NF0877'SOUTH OF THE FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 NF0877'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0877'CONCRETE POST PROJECTING 3 INCHES.
 NF0877
 NF0877                          STATION RECOVERY (1987)
 NF0877
 NF0877'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0877'RECOVERED IN GOOD CONDITION.
 NF0877
 NF0877                          STATION RECOVERY (1989)
 NF0877
 NF0877'RECOVERY NOTE BY US POWER SQUADRON 1989 (CM)
 NF0877'RECOVERED IN GOOD CONDITION.
 NF0877
 NF0877                          STATION RECOVERY (2001)
 NF0877
 NF0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0877'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0877
 NF0877                          STATION RECOVERY (2001)
 NF0877
 NF0877'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KB)
 NF0877'FOUND J 169 RESET 8.5' NORTH AND 10' WEST OF APPROX. LOCATION OF OLD J
 NF0877'169
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1806 ***********************************************************************
 NF1806  DESIGNATION -  J 169 RESET
 NF1806  PID         -  NF1806
 NF1806  STATE/COUNTY-  MI/KENT
 NF1806  USGS QUAD   -  CALEDONIA (1982)
 NF1806
 NF1806                         *CURRENT SURVEY CONTROL
 NF1806  ___________________________________________________________________
 NF1806* NAD 83(1986)-  42 50 28.     (N)    085 36 17.     (W)     SCALED    
 NF1806* NAVD 88     -       240.30   (+/-2cm)     788.4    (feet)  VERTCON   
 NF1806  ___________________________________________________________________
 NF1806  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF1806
 NF1806  VERT ORDER  -  THIRD (See Below)
 NF1806
 NF1806.The horizontal coordinates were scaled from a topographic map and have
 NF1806.an estimated accuracy of +/- 6 seconds.
 NF1806
 NF1806.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1806.The vertical order pertains to the NGVD 29 superseded value.
 NF1806
 NF1806.The geoid height was determined by GEOID03.
 NF1806
 NF1806;                    North         East    Units  Estimated Accuracy
 NF1806;SPC MI S     -   149,710.    3,898,800.      MT  (+/- 180 meters Scaled)
 NF1806
 NF1806                          SUPERSEDED SURVEY CONTROL
 NF1806
 NF1806  NGVD 29 (03/27/06)  240.44   (m)          788.8    (f) RESET       3  
 NF1806
 NF1806.Superseded values are not recommended for survey control.
 NF1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1806.See file dsdata.txt to determine how the superseded data were derived.
 NF1806
 NF1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN140441(NAD 83)
 NF1806_MARKER: DV = VERTICAL CONTROL DISK
 NF1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1806_SP_SET: CONCRETE POST
 NF1806_STAMPING: J 169 RESET 1992
 NF1806_MARK LOGO: NGS   
 NF1806_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1806+STABILITY: SURFACE MOTION
 NF1806
 NF1806  HISTORY     - Date     Condition        Report By
 NF1806  HISTORY     - 1992     MONUMENTED       MI-081
 NF1806  HISTORY     - 19950316 GOOD             LOCENG
 NF1806
 NF1806                          STATION DESCRIPTION
 NF1806
 NF1806'DESCRIBED BY KENT COUNTY MICHIGAN 1992
 NF1806'STATION IS 10.2 FEET (3.1 M) NORTH OF THE OLD J 169 RESET 1960, 47.56
 NF1806'FEET (14.50 M) NORTH OF THE SOUTHEAST CORNER OF SECTION 4, T-5-N,
 NF1806'R-11-W, 47.56 FEET (14.50 M) NORTH OF THE CENTER OF 68TH STREET, 7.6
 NF1806'FEET (2.3 M) NORTH 08 DEGREES EAST OF OLD FENCE CORNER POST WITH
 NF1806'FENCE NORTH AND WEST, 8.3 FEET (2.5 M) NORTH 13 DEGREES WEST OF A
 NF1806'TELEPHONE POLE, 124.75 FEET (38.02 M) NORTH 54 DEGREES WEST OF A
 NF1806'POWER POLE, 105.65 FEET (32.20 M) SOUTH 60 DEGREES WEST OF THE
 NF1806'SOUTHEAST CORNER OF BRICK HOUSE NO. 2411, 81.83 FEET (24.94 M) SOUTH
 NF1806'15 DEGREES OF WEST OF THE NORTHWEST CORNER OF BRICK GARAGE NO. 2411,
 NF1806'24 FEET (7.3 M) SOUTH OF A 20 INCH HICKORY, AND 36 FEET (11.0 M) WEST
 NF1806'OF THE CENTER OF A 16 FEET (4.9 M) CONCRETE DRIVEWAY.
 NF1806
 NF1806                          STATION RECOVERY (1995)
 NF1806
 NF1806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HH)
 NF1806'STATION IS LOCATED BETWEEN SECTIONS 3 AND 4, T5N R11W, GAINES TWP.,
 NF1806'APPROXIMATELY 9 MILES (14.5 KM) SOUTHERLY FROM DOWNTOWN GRAND RAPIDS
 NF1806'TO 68TH STREET (EXIT 77) ON US 131, TRAVEL EAST 3.6 MILES, (5.8 KM)
 NF1806'STATION IS SET 38 FEET (11.6 M) NORTH OF CENTERLINE OF 68TH STREET,
 NF1806'NORTHWEST CORNER BRICK GARAGE NORTH/NORTHEAST 81 FEET, (24.7 M) 15
 NF1806'INCH HICKORY NORTH 24 FEET, (7.3 M) TELEPHONE SWITCH BOX NORTHWEST 5
 NF1806'FEET, (1.5 M) POWER POLE SOUTH 8 FEET, (2.4 M) STANDARD DISK SET IN A
 NF1806'CONCRETE POST STAMPED J 169 RESET 1992.  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0601 ***********************************************************************
 NF0601  DESIGNATION -  J 170 RESET 1974
 NF0601  PID         -  NF0601
 NF0601  STATE/COUNTY-  MI/ALLEGAN
 NF0601  USGS QUAD   -  OTSEGO (1973)
 NF0601
 NF0601                         *CURRENT SURVEY CONTROL
 NF0601  ___________________________________________________________________
 NF0601* NAD 83(1986)-  42 26 54.     (N)    085 40 04.     (W)     SCALED    
 NF0601* NAVD 88     -       225.04   (meters)     738.3    (feet)  RESET     
 NF0601  ___________________________________________________________________
 NF0601  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NF0601
 NF0601  VERT ORDER  -  THIRD
 NF0601
 NF0601.The horizontal coordinates were scaled from a topographic map and have
 NF0601.an estimated accuracy of +/- 6 seconds.
 NF0601
 NF0601.The orthometric height was computed from unverified reset data.
 NF0601
 NF0601.The geoid height was determined by GEOID03.
 NF0601
 NF0601;                    North         East    Units  Estimated Accuracy
 NF0601;SPC MI S     -   106,170.    3,892,970.      MT  (+/- 180 meters Scaled)
 NF0601
 NF0601                          SUPERSEDED SURVEY CONTROL
 NF0601
 NF0601  NGVD 29 (03/27/06)  225.17   (m)          738.7    (f) RESET       3  
 NF0601
 NF0601.Superseded values are not recommended for survey control.
 NF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0601.See file dsdata.txt to determine how the superseded data were derived.
 NF0601
 NF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095004(NAD 83)
 NF0601_MARKER: DB = BENCH MARK DISK
 NF0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0601_STAMPING: J 170 RESET 1974
 NF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0601+STABILITY: SURFACE MOTION
 NF0601
 NF0601  HISTORY     - Date     Condition        Report By
 NF0601  HISTORY     - 1974     MONUMENTED       NGS
 NF0601  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0601  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0601
 NF0601                          STATION DESCRIPTION
 NF0601
 NF0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 NF0601'1.5 MI NW FROM PLAINWELL.
 NF0601'1.5 MILES NORTHWEST ALONG STATE HIGHWAY 89 FROM ITS JUNCTION
 NF0601'WITH U.S. HIGHWAY 131 AT PLAINWELL, 42 FEET SOUTH OF THE
 NF0601'CENTERLINE OF THE EAST BOUND LANE OF STATE HIGHWAY 89, 27 FEET
 NF0601'EAST OF THE CENTERLINE OF A DRIVEWAY, 1 FOOT SOUTHWEST OF A
 NF0601'METAL LIGHT POLE, 8 FEET NORTHWEST OF A METAL USED CAR SIGN
 NF0601'AND 1 FOOT NORTHWEST OF THE NORTHWEST CORNER OF TWIN FORD GARAGE
 NF0601'PAVED USED CAR LOT.  THE DISK IS SET IN THE TOP OF A ROUND
 NF0601'CONCRETE POST FLUSH WITH THE GROUND.
 NF0601
 NF0601                          STATION RECOVERY (1997)
 NF0601
 NF0601'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0601'MARK NOT FOUND.
 NF0601
 NF0601                          STATION RECOVERY (2005)
 NF0601
 NF0601'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF0601'RECENT PAVING AND SHOULDER WORK MAY HAVE COVERED MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1121 ***********************************************************************
 NF1121  DESIGNATION -  J 170 RESET 1976
 NF1121  PID         -  NF1121
 NF1121  STATE/COUNTY-  MI/ALLEGAN
 NF1121  USGS QUAD   -  OTSEGO (1973)
 NF1121
 NF1121                         *CURRENT SURVEY CONTROL
 NF1121  ___________________________________________________________________
 NF1121* NAD 83(1986)-  42 26 54.     (N)    085 40 04.     (W)     SCALED    
 NF1121* NAVD 88     -       225.30   (+/-2cm)     739.2    (feet)  VERTCON   
 NF1121  ___________________________________________________________________
 NF1121  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NF1121
 NF1121  VERT ORDER  -  THIRD (See Below)
 NF1121
 NF1121.The horizontal coordinates were scaled from a topographic map and have
 NF1121.an estimated accuracy of +/- 6 seconds.
 NF1121
 NF1121.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1121.The vertical order pertains to the NGVD 29 superseded value.
 NF1121
 NF1121.The geoid height was determined by GEOID03.
 NF1121
 NF1121;                    North         East    Units  Estimated Accuracy
 NF1121;SPC MI S     -   106,170.    3,892,970.      MT  (+/- 180 meters Scaled)
 NF1121
 NF1121                          SUPERSEDED SURVEY CONTROL
 NF1121
 NF1121  NGVD 29 (??/??/??)  225.43   (m)          739.6    (f) RESET       3  
 NF1121
 NF1121.Superseded values are not recommended for survey control.
 NF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1121.See file dsdata.txt to determine how the superseded data were derived.
 NF1121
 NF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095004(NAD 83)
 NF1121_MARKER: DB = BENCH MARK DISK
 NF1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1121_STAMPING: J 170 RESET 1976
 NF1121_PROJECTION: FLUSH
 NF1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1121+STABILITY: SURFACE MOTION
 NF1121
 NF1121  HISTORY     - Date     Condition        Report By
 NF1121  HISTORY     - 1976     MONUMENTED       NGS
 NF1121  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF1121
 NF1121                          STATION DESCRIPTION
 NF1121
 NF1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 NF1121'1.5 MI NW FROM PLAINWELL.
 NF1121'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 89 FROM ITS JUNCTION WITH U.S.
 NF1121'HIGHWAY 131 IN PLAINWELL, 40 FEET SOUTH OF THE CENTERLINE OF THE
 NF1121'EASTBOUND LANE OF STATE HIGHWAY 89, 46 FEET WEST OF THE APPROXIMATE
 NF1121'CENTERLINE OF A DRIVEWAY, 10 FEET NORTHWEST OF POWER POLE 1278, IN
 NF1121'THE SOUTH CURBING OF STATE HIGHWAY 89.
 NF1121'THE MARK IS 10 FT  N FROM A WITNESS POST.
 NF1121
 NF1121                          STATION RECOVERY (2006)
 NF1121
 NF1121'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF1121'M89 HAS BEEN WIDENED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1122 ***********************************************************************
 NF1122  DESIGNATION -  J 170 RESET 1977
 NF1122  PID         -  NF1122
 NF1122  STATE/COUNTY-  MI/ALLEGAN
 NF1122  USGS QUAD   -  OTSEGO (1973)
 NF1122
 NF1122                         *CURRENT SURVEY CONTROL
 NF1122  ___________________________________________________________________
 NF1122* NAD 83(1986)-  42 26 54.     (N)    085 40 04.     (W)     SCALED    
 NF1122* NAVD 88     -       224.86   (+/-2cm)     737.7    (feet)  VERTCON   
 NF1122  ___________________________________________________________________
 NF1122  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 NF1122
 NF1122  VERT ORDER  -  THIRD (See Below)
 NF1122
 NF1122.The horizontal coordinates were scaled from a topographic map and have
 NF1122.an estimated accuracy of +/- 6 seconds.
 NF1122
 NF1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1122.The vertical order pertains to the NGVD 29 superseded value.
 NF1122
 NF1122.The geoid height was determined by GEOID03.
 NF1122
 NF1122;                    North         East    Units  Estimated Accuracy
 NF1122;SPC MI S     -   106,170.    3,892,970.      MT  (+/- 180 meters Scaled)
 NF1122
 NF1122                          SUPERSEDED SURVEY CONTROL
 NF1122
 NF1122  NGVD 29 (03/27/06)  224.99   (m)          738.2    (f) RESET       3  
 NF1122
 NF1122.Superseded values are not recommended for survey control.
 NF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1122.See file dsdata.txt to determine how the superseded data were derived.
 NF1122
 NF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN095004(NAD 83)
 NF1122_MARKER: DB = BENCH MARK DISK
 NF1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1122_STAMPING: J 170 RESET 1977
 NF1122_PROJECTION: FLUSH
 NF1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1122+STABILITY: SURFACE MOTION
 NF1122
 NF1122  HISTORY     - Date     Condition        Report By
 NF1122  HISTORY     - 1977     MONUMENTED       NGS
 NF1122  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF1122
 NF1122                          STATION DESCRIPTION
 NF1122
 NF1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 NF1122'1.5 MI NW FROM PLAINWELL.
 NF1122'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 89 FROM ITS JUNCTION WITH U.S.
 NF1122'HIGHWAY 131 AT PLAINWELL, 53 FEET SOUTH OF THE CENTERLINE OF THE
 NF1122'EASTBOUND LANE OF THE HIGHWAY, 4 FEET NORTH OF THE NORTH EDGE OF THE
 NF1122'TWO CITIES FORD MOTOR COMPANY USED CAR LOT, 64 FEET WEST OF THE
 NF1122'CENTERLINE OF DRIVEWAY, 2 FEET WEST OF A POWER POLE.
 NF1122
 NF1122                          STATION RECOVERY (2006)
 NF1122
 NF1122'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF1122'M89 HAS BEEN WIDENED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0634 ***********************************************************************
 NF0634  DESIGNATION -  J 171
 NF0634  PID         -  NF0634
 NF0634  STATE/COUNTY-  MI/ALLEGAN
 NF0634  USGS QUAD   -  MERSON (1981)
 NF0634
 NF0634                         *CURRENT SURVEY CONTROL
 NF0634  ___________________________________________________________________
 NF0634* NAD 83(1986)-  42 26 04.     (N)    085 49 01.     (W)     SCALED    
 NF0634* NAVD 88     -       231.195  (meters)     758.51   (feet)  ADJUSTED  
 NF0634  ___________________________________________________________________
 NF0634  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0634  DYNAMIC HT  -         231.131 (meters)     758.30  (feet)  COMP
 NF0634  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NF0634
 NF0634  VERT ORDER  -  SECOND    CLASS 0
 NF0634
 NF0634.The horizontal coordinates were scaled from a topographic map and have
 NF0634.an estimated accuracy of +/- 6 seconds.
 NF0634
 NF0634.The orthometric height was determined by differential leveling
 NF0634.and adjusted by the National Geodetic Survey in June 1991..
 NF0634
 NF0634.The geoid height was determined by GEOID03.
 NF0634
 NF0634.The dynamic height is computed by dividing the NAVD 88
 NF0634.geopotential number by the normal gravity value computed on the
 NF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0634.degrees latitude (g = 980.6199 gals.).
 NF0634
 NF0634.The modeled gravity was interpolated from observed gravity values.
 NF0634
 NF0634;                    North         East    Units  Estimated Accuracy
 NF0634;SPC MI S     -   104,820.    3,880,680.      MT  (+/- 180 meters Scaled)
 NF0634
 NF0634                          SUPERSEDED SURVEY CONTROL
 NF0634
 NF0634  NGVD 29 (??/??/92)  231.332  (m)          758.96   (f) ADJ UNCH    2 0
 NF0634
 NF0634.Superseded values are not recommended for survey control.
 NF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0634.See file dsdata.txt to determine how the superseded data were derived.
 NF0634
 NF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM973986(NAD 83)
 NF0634_MARKER: DB = BENCH MARK DISK
 NF0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0634_STAMPING: J 171 1948
 NF0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0634+STABILITY: SURFACE MOTION
 NF0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0634+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0634
 NF0634  HISTORY     - Date     Condition        Report By
 NF0634  HISTORY     - 1948     MONUMENTED       CGS
 NF0634  HISTORY     - 1977     GOOD             MIDH
 NF0634  HISTORY     - 19971011 GOOD             USPSQD
 NF0634  HISTORY     - 20060318 GOOD             USPSQD
 NF0634
 NF0634                          STATION DESCRIPTION
 NF0634
 NF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0634'6.2 MI N FROM KENDALL.
 NF0634'6.15 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0634'KENDALL, ABOUT 1.05 MILE SOUTH OF A CROSSROAD AND TROW BRIDGE
 NF0634'GRANGE HALL, 1.0 MILE NORTH OF THE ALLEGAN-VAN BUREN COUNTY
 NF0634'LINE, AT THE INTERSECTION OF COUNTY ROAD 400, 26 FEET EAST OF THE
 NF0634'CENTER LINE OF COUNTY ROAD 653, 59 FEET SOUTH OF THE CENTER LINE
 NF0634'OF COUNTY ROAD 400, 32 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 NF0634'WEST OF A WIRE FENCE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 NF0634'POST, 1 FOOT BELOW ROAD 400, ABOUT LEVEL WITH ROAD 653 AND SET
 NF0634'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  MARK IS ABOUT
 NF0634'0.3 MILE SOUTH OF A SMALL WOODEN SCHOOL BUILDING.
 NF0634
 NF0634                          STATION RECOVERY (1977)
 NF0634
 NF0634'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0634'RECOVERED IN GOOD CONDITION.
 NF0634
 NF0634                          STATION RECOVERY (1997)
 NF0634
 NF0634'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0634'RECOVERED IN GOOD CONDITION.
 NF0634
 NF0634                          STATION RECOVERY (2006)
 NF0634
 NF0634'RECOVERY NOTE BY US POWER SQUADRON 2006
 NF0634'LOCATED AT 102 TH AND 28 TH.  FENCE GONE.  042 26 05.4 N  085 49 02.7
 NF0634'W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0783 ***********************************************************************
 NF0783  DESIGNATION -  J 172
 NF0783  PID         -  NF0783
 NF0783  STATE/COUNTY-  MI/OTTAWA
 NF0783  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0783
 NF0783                         *CURRENT SURVEY CONTROL
 NF0783  ___________________________________________________________________
 NF0783* NAD 83(1986)-  42 48 40.     (N)    085 52 56.     (W)     SCALED    
 NF0783* NAVD 88     -       213.613  (meters)     700.83   (feet)  ADJUSTED  
 NF0783  ___________________________________________________________________
 NF0783  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0783  DYNAMIC HT  -         213.559 (meters)     700.65  (feet)  COMP
 NF0783  MODELED GRAV-     980,364.3   (mgal)                       NAVD 88
 NF0783
 NF0783  VERT ORDER  -  SECOND    CLASS 0
 NF0783
 NF0783.The horizontal coordinates were scaled from a topographic map and have
 NF0783.an estimated accuracy of +/- 6 seconds.
 NF0783
 NF0783.The orthometric height was determined by differential leveling
 NF0783.and adjusted by the National Geodetic Survey in June 1991..
 NF0783
 NF0783.The geoid height was determined by GEOID03.
 NF0783
 NF0783.The dynamic height is computed by dividing the NAVD 88
 NF0783.geopotential number by the normal gravity value computed on the
 NF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0783.degrees latitude (g = 980.6199 gals.).
 NF0783
 NF0783.The modeled gravity was interpolated from observed gravity values.
 NF0783
 NF0783;                    North         East    Units  Estimated Accuracy
 NF0783;SPC MI S     -   146,750.    3,876,060.      MT  (+/- 180 meters Scaled)
 NF0783
 NF0783                          SUPERSEDED SURVEY CONTROL
 NF0783
 NF0783  NGVD 29 (??/??/92)  213.749  (m)          701.27   (f) ADJ UNCH    2 0
 NF0783
 NF0783.Superseded values are not recommended for survey control.
 NF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0783.See file dsdata.txt to determine how the superseded data were derived.
 NF0783
 NF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN913404(NAD 83)
 NF0783_MARKER: DB = BENCH MARK DISK
 NF0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0783_STAMPING: J 172 1948
 NF0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0783+STABILITY: SURFACE MOTION
 NF0783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0783+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 NF0783
 NF0783  HISTORY     - Date     Condition        Report By
 NF0783  HISTORY     - 1948     MONUMENTED       CGS
 NF0783  HISTORY     - 1984     GOOD             USPSQD
 NF0783  HISTORY     - 1987     GOOD             USPSQD
 NF0783  HISTORY     - 1990     GOOD             USPSQD
 NF0783  HISTORY     - 19970308 GOOD             USPSQD
 NF0783  HISTORY     - 20040709 GOOD             INDIV
 NF0783
 NF0783                          STATION DESCRIPTION
 NF0783
 NF0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0783'2.9 MI E FROM VREISLAND.
 NF0783'ABOUT 2.9 MILES EAST ALONG COUNTY ROAD 452 FROM THE MAIN
 NF0783'CROSSROADS AT VREISLAND, AT THE CROSSROADS AT FOREST GROVE
 NF0783'STATION, 39 FEET SOUTH OF THE CENTER LINE OF ROAD 452, 164 FEET
 NF0783'WEST OF THE CENTER LINE OF THE CROSSROAD, 25 FEET EAST OF THE
 NF0783'2ND POWER POLE WEST OF THE NORTH-SOUTH CROSSROAD, 4.5 FEET SOUTH
 NF0783'OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH FENCE, 1 FOOT
 NF0783'ABOVE THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0783'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 NF0783
 NF0783                          STATION RECOVERY (1984)
 NF0783
 NF0783'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0783'MONUMENT PARTIALLY EXPOSED ON SOUTH SIDE DUE TO REMOVAL OF EARTH IN
 NF0783'GRADING ENTRANCE TO GASOLINE STATION. NO WITNESS POST. POWER POLE AS
 NF0783'IN ORIGINAL DESCRIPTION STILL IN PLACE.
 NF0783
 NF0783                          STATION RECOVERY (1987)
 NF0783
 NF0783'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0783'RECOVERED IN GOOD CONDITION.
 NF0783
 NF0783                          STATION RECOVERY (1990)
 NF0783
 NF0783'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0783'RECOVERED IN GOOD CONDITION.
 NF0783
 NF0783                          STATION RECOVERY (1997)
 NF0783
 NF0783'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0783'RECOVERED IN GOOD CONDITION.
 NF0783
 NF0783                          STATION RECOVERY (2004)
 NF0783
 NF0783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0783'ADDITIONAL TIES - PROJECTING 1' ABOVE GROUND, WOOD SIGN 'FOREST GROVE
 NF0783'AUTO + TIRE' 6.2' WEST, 37.5' SOUTH OF CENTERLINE BYRON ROAD, 164.5'
 NF0783'WEST OF 40TH AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0973 ***********************************************************************
 NF0973  DESIGNATION -  J 173
 NF0973  PID         -  NF0973
 NF0973  STATE/COUNTY-  MI/ALLEGAN
 NF0973  USGS QUAD   -  BURNIPS (1981)
 NF0973
 NF0973                         *CURRENT SURVEY CONTROL
 NF0973  ___________________________________________________________________
 NF0973* NAD 83(1986)-  42 41 24.     (N)    085 45 39.     (W)     SCALED    
 NF0973* NAVD 88     -       220.781  (meters)     724.35   (feet)  ADJUSTED  
 NF0973  ___________________________________________________________________
 NF0973  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NF0973  DYNAMIC HT  -         220.722 (meters)     724.15  (feet)  COMP
 NF0973  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 NF0973
 NF0973  VERT ORDER  -  SECOND    CLASS 0
 NF0973
 NF0973.The horizontal coordinates were scaled from a topographic map and have
 NF0973.an estimated accuracy of +/- 6 seconds.
 NF0973
 NF0973.The orthometric height was determined by differential leveling
 NF0973.and adjusted by the National Geodetic Survey in June 1991..
 NF0973
 NF0973.The geoid height was determined by GEOID03.
 NF0973
 NF0973.The dynamic height is computed by dividing the NAVD 88
 NF0973.geopotential number by the normal gravity value computed on the
 NF0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0973.degrees latitude (g = 980.6199 gals.).
 NF0973
 NF0973.The modeled gravity was interpolated from observed gravity values.
 NF0973
 NF0973;                    North         East    Units  Estimated Accuracy
 NF0973;SPC MI S     -   133,130.    3,885,760.      MT  (+/- 180 meters Scaled)
 NF0973
 NF0973                          SUPERSEDED SURVEY CONTROL
 NF0973
 NF0973  NGVD 29 (??/??/92)  220.915  (m)          724.79   (f) ADJ UNCH    2 0
 NF0973
 NF0973.Superseded values are not recommended for survey control.
 NF0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0973.See file dsdata.txt to determine how the superseded data were derived.
 NF0973
 NF0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN015271(NAD 83)
 NF0973_MARKER: DB = BENCH MARK DISK
 NF0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0973_STAMPING: J 173 1948
 NF0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0973+STABILITY: SURFACE MOTION
 NF0973
 NF0973  HISTORY     - Date     Condition        Report By
 NF0973  HISTORY     - 1948     MONUMENTED       CGS
 NF0973
 NF0973                          STATION DESCRIPTION
 NF0973
 NF0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0973'4.8 MI N FROM HOPKINS.
 NF0973'ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM THE STATE BANK
 NF0973'BUILDING AT HOPKINS, THENCE ABOUT 4.75 MILES NORTH ALONG A
 NF0973'COUNTY ROAD, ABOUT 0.9 MILE NORTH OF A BRIDGE OVER BIG RABBIT
 NF0973'RIVER, ABOUT 450 FEET NORTH OF THE JUNCTION OF A SIDE ROAD EAST,
 NF0973'SET IN THE SOUTHEAST CORNER OF THE JUNCTION OF A DRIVE TO A
 NF0973'1 1/2-STORY FARM HOUSE, 28 FEET EAST OF THE CENTER LINE OF THE
 NF0973'ROAD, 35 FEET SOUTH OF THE CENTER LINE OF THE DIRVE EAST TO
 NF0973'FARM HOUSE, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE, IN LINE WITH
 NF0973'THE EXTENDED CENTER LINE OF A DRIVE WEST TO A FARM HOUSE ON
 NF0973'WEST SIDE OF ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0973'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0973'POST PROJECTING 5 INCHES.  MARK MAY BE REACHED FROM THE NEW
 NF0973'YORK CENTRAL RAILROAD STATION AT DORR BY GOING ABOUT 1.35
 NF0973'MILES WEST ALONG COUNTY ROAD 26, THENCE ABOUT 2.0 MILES SOUTH,
 NF0973'ABOUT 0.5 MILE WEST AND ABOUT 0.4 MILE SOUTH ALONG GRAVEL ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0859 ***********************************************************************
 NF0859  DESIGNATION -  J 174
 NF0859  PID         -  NF0859
 NF0859  STATE/COUNTY-  MI/ALLEGAN
 NF0859  USGS QUAD   -  MILLGROVE (1981)
 NF0859
 NF0859                         *CURRENT SURVEY CONTROL
 NF0859  ___________________________________________________________________
 NF0859* NAD 83(1986)-  42 30 23.     (N)    085 57 18.     (W)     SCALED    
 NF0859* NAVD 88     -       210.243  (meters)     689.77   (feet)  ADJUSTED  
 NF0859  ___________________________________________________________________
 NF0859  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NF0859  DYNAMIC HT  -         210.186 (meters)     689.59  (feet)  COMP
 NF0859  MODELED GRAV-     980,344.7   (mgal)                       NAVD 88
 NF0859
 NF0859  VERT ORDER  -  SECOND    CLASS 0
 NF0859
 NF0859.The horizontal coordinates were scaled from a topographic map and have
 NF0859.an estimated accuracy of +/- 6 seconds.
 NF0859
 NF0859.The orthometric height was determined by differential leveling
 NF0859.and adjusted by the National Geodetic Survey in June 1991..
 NF0859
 NF0859.The geoid height was determined by GEOID03.
 NF0859
 NF0859.The dynamic height is computed by dividing the NAVD 88
 NF0859.geopotential number by the normal gravity value computed on the
 NF0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0859.degrees latitude (g = 980.6199 gals.).
 NF0859
 NF0859.The modeled gravity was interpolated from observed gravity values.
 NF0859
 NF0859;                    North         East    Units  Estimated Accuracy
 NF0859;SPC MI S     -   113,020.    3,869,470.      MT  (+/- 180 meters Scaled)
 NF0859
 NF0859                          SUPERSEDED SURVEY CONTROL
 NF0859
 NF0859  NGVD 29 (??/??/92)  210.383  (m)          690.23   (f) ADJ UNCH    2 0
 NF0859
 NF0859.Superseded values are not recommended for survey control.
 NF0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0859.See file dsdata.txt to determine how the superseded data were derived.
 NF0859
 NF0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN858065(NAD 83)
 NF0859_MARKER: DB = BENCH MARK DISK
 NF0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0859_STAMPING: J 174 1948
 NF0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0859+STABILITY: SURFACE MOTION
 NF0859
 NF0859  HISTORY     - Date     Condition        Report By
 NF0859  HISTORY     - 1948     MONUMENTED       CGS
 NF0859  HISTORY     - 1978     POOR             USGS
 NF0859  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0859  HISTORY     - 20060318 MARK NOT FOUND   USPSQD
 NF0859
 NF0859                          STATION DESCRIPTION
 NF0859
 NF0859'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0859'4.4 MI N FROM CHESHIRE.
 NF0859'ABOUT 4.35 MILES NORTH ALONG A GRAVEL ROAD FROM LINDSLEY SCHOOL
 NF0859'AND A CEMETERY AT CHESHIRE, ABOUT 0.9 MILE NORTH OF ROWE
 NF0859'CEMETERY, AT AN EAST-WEST CROSSROAD, 73 FEET EAST OF THE CENTER
 NF0859'LINE OF THE ROAD, 31 FEET NORTH OF THE CENTER LINE OF THE
 NF0859'CROSSROAD, 80 FEET NORTH-NORTHEAST AND ACROSS CROSSROAD FROM
 NF0859'A POWER POLE, 104 FEET EAST-SOUTHEAST AND ACROSS NORTH-SOUTH
 NF0859'ROAD FROM A 30-INCH OAK TREE, 2 FEET EAST OF A WHITE WOODEN
 NF0859'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 NF0859'A CONCRETE POST PROJECTING 4 INCHES.
 NF0859
 NF0859                          STATION RECOVERY (1978)
 NF0859
 NF0859'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0859'MARK RECOVERED IN POOR CONDITION.
 NF0859
 NF0859                          STATION RECOVERY (1997)
 NF0859
 NF0859'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0859'MARK NOT FOUND.
 NF0859
 NF0859                          STATION RECOVERY (2006)
 NF0859
 NF0859'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0859'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0552 ***********************************************************************
 NF0552  DESIGNATION -  J 175
 NF0552  PID         -  NF0552
 NF0552  STATE/COUNTY-  MI/ALLEGAN
 NF0552  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0552
 NF0552                         *CURRENT SURVEY CONTROL
 NF0552  ___________________________________________________________________
 NF0552* NAD 83(1986)-  42 27 53.     (N)    085 36 10.     (W)     SCALED    
 NF0552* NAVD 88     -       224.267  (meters)     735.78   (feet)  ADJUSTED  
 NF0552  ___________________________________________________________________
 NF0552  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF0552  DYNAMIC HT  -         224.200 (meters)     735.56  (feet)  COMP
 NF0552  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 NF0552
 NF0552  VERT ORDER  -  SECOND    CLASS 0
 NF0552
 NF0552.The horizontal coordinates were scaled from a topographic map and have
 NF0552.an estimated accuracy of +/- 6 seconds.
 NF0552
 NF0552.The orthometric height was determined by differential leveling
 NF0552.and adjusted by the National Geodetic Survey in June 1991..
 NF0552
 NF0552.The geoid height was determined by GEOID03.
 NF0552
 NF0552.The dynamic height is computed by dividing the NAVD 88
 NF0552.geopotential number by the normal gravity value computed on the
 NF0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0552.degrees latitude (g = 980.6199 gals.).
 NF0552
 NF0552.The modeled gravity was interpolated from observed gravity values.
 NF0552
 NF0552;                    North         East    Units  Estimated Accuracy
 NF0552;SPC MI S     -   107,910.    3,898,350.      MT  (+/- 180 meters Scaled)
 NF0552
 NF0552                          SUPERSEDED SURVEY CONTROL
 NF0552
 NF0552  NGVD 29 (??/??/92)  224.398  (m)          736.21   (f) ADJ UNCH    2 0
 NF0552
 NF0552.Superseded values are not recommended for survey control.
 NF0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0552.See file dsdata.txt to determine how the superseded data were derived.
 NF0552
 NF0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN148023(NAD 83)
 NF0552_MARKER: DB = BENCH MARK DISK
 NF0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0552_STAMPING: J 175 1948
 NF0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0552+STABILITY: SURFACE MOTION
 NF0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0552+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2003
 NF0552
 NF0552  HISTORY     - Date     Condition        Report By
 NF0552  HISTORY     - 1948     MONUMENTED       CGS
 NF0552  HISTORY     - 1974     GOOD             NGS
 NF0552  HISTORY     - 1989     GOOD             USPSQD
 NF0552  HISTORY     - 20031102 GOOD             USPSQD
 NF0552  HISTORY     - 20060318 GOOD             USPSQD
 NF0552
 NF0552                          STATION DESCRIPTION
 NF0552
 NF0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0552'3.4 MI W FROM DOSTER.
 NF0552'2.4 MILES WEST AND NORTHWEST ALONG A BLACK TOP ROAD FROM THE
 NF0552'COUNTY LINE CROSSROADS AT DOSTER, THENCE ABOUT 1.05 MILES
 NF0552'SOUTHWEST ALONG COUNTY ROAD 412 AT A TURN IN THE ROAD WITH
 NF0552'TANGENTS WEST AND NORTHEAST AND THE JUNCTION OF A GRAVEL ROAD
 NF0552'SOUTH, 26 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 80
 NF0552'FEET SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF THE ROAD,
 NF0552'56 FEET SOUTH OF A FENCE CORNER, 49 FEET SOUTH OF A POWER POLE,
 NF0552'1 FOOT EAST OF A WIRE FENCE, 1 FOOT SOUTH OF A METAL WITNESS
 NF0552'POST AND SIGN, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF
 NF0552'A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY BE REACHED FROM
 NF0552'PLAINWELL, ALLEGAN COUNTY BY GOING ABOUT 1.5 MILES NORTH ALONG
 NF0552'U.S. HIGHWAY 131 FROM THE JUNCTION OF STATE HIGHWAY 89, THENCE
 NF0552'2.0 MILES EAST ALONG COUNTY ROAD 412.
 NF0552
 NF0552                          STATION RECOVERY (1974)
 NF0552
 NF0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0552'RECOVERED IN GOOD CONDITION.
 NF0552
 NF0552                          STATION RECOVERY (1989)
 NF0552
 NF0552'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0552'RECOVERED IN GOOD CONDITION.
 NF0552
 NF0552                          STATION RECOVERY (2003)
 NF0552
 NF0552'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0552'RECOVERED IN GOOD CONDITION.
 NF0552
 NF0552                          STATION RECOVERY (2006)
 NF0552
 NF0552'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0829 ***********************************************************************
 NF0829  DESIGNATION -  J 176
 NF0829  PID         -  NF0829
 NF0829  STATE/COUNTY-  MI/BARRY
 NF0829  USGS QUAD   -  ORANGEVILLE (1982)
 NF0829
 NF0829                         *CURRENT SURVEY CONTROL
 NF0829  ___________________________________________________________________
 NF0829* NAD 83(1986)-  42 31 50.     (N)    085 31 48.     (W)     SCALED    
 NF0829* NAVD 88     -       245.208  (meters)     804.49   (feet)  ADJUSTED  
 NF0829  ___________________________________________________________________
 NF0829  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF0829  DYNAMIC HT  -         245.135 (meters)     804.25  (feet)  COMP
 NF0829  MODELED GRAV-     980,316.8   (mgal)                       NAVD 88
 NF0829
 NF0829  VERT ORDER  -  SECOND    CLASS 0
 NF0829
 NF0829.The horizontal coordinates were scaled from a topographic map and have
 NF0829.an estimated accuracy of +/- 6 seconds.
 NF0829
 NF0829.The orthometric height was determined by differential leveling
 NF0829.and adjusted by the National Geodetic Survey in June 1991..
 NF0829
 NF0829.The geoid height was determined by GEOID03.
 NF0829
 NF0829.The dynamic height is computed by dividing the NAVD 88
 NF0829.geopotential number by the normal gravity value computed on the
 NF0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0829.degrees latitude (g = 980.6199 gals.).
 NF0829
 NF0829.The modeled gravity was interpolated from observed gravity values.
 NF0829
 NF0829;                    North         East    Units  Estimated Accuracy
 NF0829;SPC MI S     -   115,130.    3,904,430.      MT  (+/- 180 meters Scaled)
 NF0829
 NF0829                          SUPERSEDED SURVEY CONTROL
 NF0829
 NF0829  NGVD 29 (??/??/92)  245.335  (m)          804.90   (f) ADJ UNCH    2 0
 NF0829
 NF0829.Superseded values are not recommended for survey control.
 NF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0829.See file dsdata.txt to determine how the superseded data were derived.
 NF0829
 NF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN207097(NAD 83)
 NF0829_MARKER: DB = BENCH MARK DISK
 NF0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0829_STAMPING: J 176 1948
 NF0829_MARK LOGO: CGS   
 NF0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0829+STABILITY: SURFACE MOTION
 NF0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0829+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0829
 NF0829  HISTORY     - Date     Condition        Report By
 NF0829  HISTORY     - 1948     MONUMENTED       CGS
 NF0829  HISTORY     - 1987     GOOD             USPSQD
 NF0829  HISTORY     - 19940312 GOOD             LOCENG
 NF0829  HISTORY     - 19940312 GOOD             MI-015
 NF0829  HISTORY     - 19970308 GOOD             USPSQD
 NF0829  HISTORY     - 20041030 GOOD             USPSQD
 NF0829
 NF0829                          STATION DESCRIPTION
 NF0829
 NF0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0829'1.8 MI SW FROM ORANGEVILLE.
 NF0829'ABOUT 1.85 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD 412 FROM
 NF0829'THE SCHOOL AT ORANGEVILLE, SOUTHEAST AND ACROSS THE ROAD FROM
 NF0829'A LARGE TAN BRICK TILE WAREHOUSE, AT THE SOUTHWEST END OF A
 NF0829'4-FOOT CUT, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 NF0829'93 FEET NORTHEAST OF A POWER POLE AND THE NORTHEAST END OF
 NF0829'A 10-FOOT CUT, 105 FEET SOUTHWEST OF A POWER POLE WITH
 NF0829'TRANSFORMER, 13.5 FEET SOUTHWEST OF AN 8-INCH WALNUT TREE,
 NF0829'102 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM HOUSE NO.
 NF0829'8490, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0829'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0829'4 INCHES.
 NF0829
 NF0829                          STATION RECOVERY (1987)
 NF0829
 NF0829'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0829'RECOVERED IN GOOD CONDITION.
 NF0829
 NF0829                          STATION RECOVERY (1994)
 NF0829
 NF0829'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0829'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  THE WALNUT TREE
 NF0829'MENTIONED IN THE OLD DESCRIPTIONS IS MISSING AS WELL AS THE WOOD
 NF0829'WITNESS POST.  IT IS 26.5 FT (8.1 M) SOUTHEAST FROM THE CENTERLINE OF
 NF0829'REBUILD ROAD.  THE METAL WITNESS POST WAS FOUND BUT DAMAGED.  A
 NF0829'CARSONITE WITNESS POST WAS INSTALLED AT THIS TIME.  THE STATION IS
 NF0829'EXCELLENT FOR GPS OBSERVATIONS.
 NF0829
 NF0829                          STATION RECOVERY (1994)
 NF0829
 NF0829'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0829'RECOVERD IN GOOD CONDITION.  26.5 FEET SOUTHEAST OF CENTERLINE OF
 NF0829'REBUILT ROAD, WOOD WITNESS POST MISSING, METAL WITNESS POST FOUND BUT
 NF0829'DAMAGED.  CARSONITE WITNESS POST INSTALLED. EXCELLENT FOR GPS. LOCATED
 NF0829'IN THE SOUTHWEST 1/4 OF SECTION 30, ORANGEVILLE TOWNSHIP.
 NF0829
 NF0829                          STATION RECOVERY (1997)
 NF0829
 NF0829'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0829'RECOVERED IN GOOD CONDITION.
 NF0829
 NF0829                          STATION RECOVERY (2004)
 NF0829
 NF0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0418 ***********************************************************************
 NF0418  DESIGNATION -  J 177
 NF0418  PID         -  NF0418
 NF0418  STATE/COUNTY-  MI/BARRY
 NF0418  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0418
 NF0418                         *CURRENT SURVEY CONTROL
 NF0418  ___________________________________________________________________
 NF0418* NAD 83(1986)-  42 38 20.     (N)    085 26 51.     (W)     SCALED    
 NF0418* NAVD 88     -       249.029  (meters)     817.02   (feet)  ADJUSTED  
 NF0418  ___________________________________________________________________
 NF0418  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0418  DYNAMIC HT  -         248.955 (meters)     816.78  (feet)  COMP
 NF0418  MODELED GRAV-     980,317.9   (mgal)                       NAVD 88
 NF0418
 NF0418  VERT ORDER  -  SECOND    CLASS I
 NF0418
 NF0418.The horizontal coordinates were scaled from a topographic map and have
 NF0418.an estimated accuracy of +/- 6 seconds.
 NF0418
 NF0418.The orthometric height was determined by differential leveling
 NF0418.and adjusted by the National Geodetic Survey in March 2005..
 NF0418
 NF0418.The geoid height was determined by GEOID03.
 NF0418
 NF0418.The dynamic height is computed by dividing the NAVD 88
 NF0418.geopotential number by the normal gravity value computed on the
 NF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0418.degrees latitude (g = 980.6199 gals.).
 NF0418
 NF0418.The modeled gravity was interpolated from observed gravity values.
 NF0418
 NF0418;                    North         East    Units  Estimated Accuracy
 NF0418;SPC MI S     -   127,070.    3,911,360.      MT  (+/- 180 meters Scaled)
 NF0418
 NF0418                          SUPERSEDED SURVEY CONTROL
 NF0418
 NF0418  NAVD 88 (06/15/91)  249.040  (m)          817.06   (f) UNKNOWN     2 0
 NF0418  NGVD 29 (??/??/92)  249.165  (m)          817.47   (f) ADJ UNCH    2 0
 NF0418
 NF0418.Superseded values are not recommended for survey control.
 NF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0418.See file dsdata.txt to determine how the superseded data were derived.
 NF0418
 NF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN272218(NAD 83)
 NF0418_MARKER: DB = BENCH MARK DISK
 NF0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0418_STAMPING: J 177 1948
 NF0418_MARK LOGO: CGS   
 NF0418_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0418+STABILITY: SURFACE MOTION
 NF0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0418+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0418
 NF0418  HISTORY     - Date     Condition        Report By
 NF0418  HISTORY     - 1948     MONUMENTED       CGS
 NF0418  HISTORY     - 1987     POOR             USPSQD
 NF0418  HISTORY     - 19941111 GOOD             MI-015
 NF0418  HISTORY     - 19970304 GOOD             USPSQD
 NF0418  HISTORY     - 20000822 GOOD             MI-015
 NF0418  HISTORY     - 20041030 GOOD             USPSQD
 NF0418
 NF0418                          STATION DESCRIPTION
 NF0418
 NF0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0418'5.4 MI SE FROM MIDDLEVILLE.
 NF0418'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0418'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 2.85 MILES SOUTH
 NF0418'ALONG COUNTY ROAD 611, AT A CROSS ROAD, 74 FEET WEST-NORTHWEST
 NF0418'OF THE CENTER OF THE INTERSECTION, 65 FEET WEST OF THE CENTER
 NF0418'LINE OF ROAD 611, 31 FEET NORTH OF THE CENTER LINE OF THE
 NF0418'ROAD WEST, 8 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH
 NF0418'OAK TREE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 NF0418'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0418'POST PROJECTING 3 INCHES.
 NF0418
 NF0418                          STATION RECOVERY (1987)
 NF0418
 NF0418'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0418'MARK RECOVERED IN POOR CONDITION.
 NF0418
 NF0418                          STATION RECOVERY (1994)
 NF0418
 NF0418'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0418'WOOD WITNESS POST IS GONE 30 FEET NORTH OF CHIEF NOONDAY ROAD
 NF0418'(BITUMINOUS) 64 FEET WEST OF YANKEE SPRINGS ROAD (BITUMINOUS)
 NF0418'CARSONITE WITNESS POST INSTALLED 1 FOOT NORTH OF MARK
 NF0418
 NF0418                          STATION RECOVERY (1997)
 NF0418
 NF0418'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0418'RECOVERED IN GOOD CONDITION.
 NF0418
 NF0418                          STATION RECOVERY (2000)
 NF0418
 NF0418'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0418'RECOVERED WITH THE FOLLOWING ADDITIONS.  LOCATED IN THE SOUTHEAST 1/4
 NF0418'OF SECTION 14, VERY NEAR THE SOUTHEAST CORNER.  TO REACH FROM THE
 NF0418'INTERSECTION OF M-37 AND M-43 (2.3 MI WEST OF HASTINGS) TRAVEL WEST ON
 NF0418'M-43 FOR 0.25 MI (0.40 KM) TO CURVE WHERE M-43 SWINGS SOUTH AND CHIEF
 NF0418'NOONDAY ROAD CONTINUES WEST TO GUN LAKE.  CONTINUE WEST ON CHIEF
 NF0418'NOONDAY ROAD FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF CHIEF NOONDAY
 NF0418'ROAD AND YANKEE SPRINGS ROAD AND THE MARK ON THE RIGHT, IN THE
 NF0418'NORTHWEST QUADRANT OF THE INTERSECTION.  IT IS 30.0 FT (9.1 M) NORTH
 NF0418'OF THE CENTERLINE OF CHIEF NOONDAY ROAD, 64.0 FT (19.5 M) WEST OF THE
 NF0418'CENTERLINE OF YANKEE SPRINGS ROAD, AND 1.0 FT (0.3 M) SOUTH OF A
 NF0418'CARSONITE WINTESS POST.
 NF0418
 NF0418                          STATION RECOVERY (2004)
 NF0418
 NF0418'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0418'COORDINATES 42 38 19.1 N BY 085 26 49.8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0741 ***********************************************************************
 MC0741  DESIGNATION -  J 178
 MC0741  PID         -  MC0741
 MC0741  STATE/COUNTY-  MI/MONROE
 MC0741  USGS QUAD   -  TOLEDO (1980)
 MC0741
 MC0741                         *CURRENT SURVEY CONTROL
 MC0741  ___________________________________________________________________
 MC0741* NAD 83(1986)-  41 44 13.     (N)    083 30 58.     (W)     SCALED    
 MC0741* NAVD 88     -       178.288  (meters)     584.93   (feet)  ADJUSTED  
 MC0741  ___________________________________________________________________
 MC0741  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0741  DYNAMIC HT  -         178.221 (meters)     584.71  (feet)  COMP
 MC0741  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 MC0741
 MC0741  VERT ORDER  -  FIRST     CLASS I
 MC0741
 MC0741.The horizontal coordinates were scaled from a topographic map and have
 MC0741.an estimated accuracy of +/- 6 seconds.
 MC0741
 MC0741.The orthometric height was determined by differential leveling
 MC0741.and adjusted by the National Geodetic Survey in June 1991..
 MC0741
 MC0741.The geoid height was determined by GEOID03.
 MC0741
 MC0741.The dynamic height is computed by dividing the NAVD 88
 MC0741.geopotential number by the normal gravity value computed on the
 MC0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0741.degrees latitude (g = 980.6199 gals.).
 MC0741
 MC0741.The modeled gravity was interpolated from observed gravity values.
 MC0741
 MC0741;                    North         East    Units  Estimated Accuracy
 MC0741;SPC MI S     -    26,680.    4,070,770.      MT  (+/- 180 meters Scaled)
 MC0741
 MC0741                          SUPERSEDED SURVEY CONTROL
 MC0741
 MC0741  NGVD 29 (??/??/92)  178.469  (m)          585.53   (f) ADJ UNCH    1 1
 MC0741
 MC0741.Superseded values are not recommended for survey control.
 MC0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0741.See file dsdata.txt to determine how the superseded data were derived.
 MC0741
 MC0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG907236(NAD 83)
 MC0741_MARKER: DB = BENCH MARK DISK
 MC0741_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0741_SP_SET: ABUTMENT
 MC0741_STAMPING: J 178 1954
 MC0741_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0741
 MC0741  HISTORY     - Date     Condition        Report By
 MC0741  HISTORY     - 1954     MONUMENTED       CGS
 MC0741  HISTORY     - 1968     GOOD             NGS
 MC0741  HISTORY     - 19930715 MARK NOT FOUND   NGS
 MC0741
 MC0741                          STATION DESCRIPTION
 MC0741
 MC0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0741'13.6 MI SW FROM MONROE.
 MC0741'ABOUT 13.6 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0741'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.5 MILE
 MC0741'NORTHEAST OF THE MICHIGAN-OHIO STATE LINE, ABOUT 0.2 MILE
 MC0741'SOUTHWEST OF THE CROSSING OF LOOTUS DRIVE, ABOUT 0.1 MILE
 MC0741'NORTHEAST OF MILEPOST D 49, SET ON THE TOP OF THE SOUTHEAST END
 MC0741'OF THE NORTHEAST ABUTMENT FOR A 40-FOOT BRIDGE OVER HALFWAY CREEK,
 MC0741'8.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTHBOUND TRACK
 MC0741'AND 2 1/2 FEET BELOW THE LEVEL OF THE TRACK.
 MC0741
 MC0741                          STATION RECOVERY (1993)
 MC0741
 MC0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 MC0741'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0339 ***********************************************************************
 OK0339  DESIGNATION -  J 17=842
 OK0339  PID         -  OK0339
 OK0339  STATE/COUNTY-  MI/IONIA
 OK0339  USGS QUAD   -  SHILOH (1972)
 OK0339
 OK0339                         *CURRENT SURVEY CONTROL
 OK0339  ___________________________________________________________________
 OK0339* NAD 83(1986)-  43 02 48.     (N)    085 05 24.     (W)     SCALED    
 OK0339* NAVD 88     -       256.419  (meters)     841.27   (feet)  ADJUSTED  
 OK0339  ___________________________________________________________________
 OK0339  GEOID HEIGHT-         -33.27  (meters)                     GEOID03
 OK0339  DYNAMIC HT  -         256.357 (meters)     841.06  (feet)  COMP
 OK0339  MODELED GRAV-     980,371.6   (mgal)                       NAVD 88
 OK0339
 OK0339  VERT ORDER  -  FIRST     CLASS II
 OK0339
 OK0339.The horizontal coordinates were scaled from a topographic map and have
 OK0339.an estimated accuracy of +/- 6 seconds.
 OK0339
 OK0339.The orthometric height was determined by differential leveling
 OK0339.and adjusted by the National Geodetic Survey in June 1991..
 OK0339
 OK0339.The geoid height was determined by GEOID03.
 OK0339
 OK0339.The dynamic height is computed by dividing the NAVD 88
 OK0339.geopotential number by the normal gravity value computed on the
 OK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0339.degrees latitude (g = 980.6199 gals.).
 OK0339
 OK0339.The modeled gravity was interpolated from observed gravity values.
 OK0339
 OK0339;                    North         East    Units  Estimated Accuracy
 OK0339;SPC MI S     -   172,050.    3,941,070.      MT  (+/- 180 meters Scaled)
 OK0339
 OK0339                          SUPERSEDED SURVEY CONTROL
 OK0339
 OK0339  NGVD 29 (??/??/92)  256.550  (m)          841.70   (f) ADJ UNCH    1 2
 OK0339
 OK0339.Superseded values are not recommended for survey control.
 OK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0339.See file dsdata.txt to determine how the superseded data were derived.
 OK0339
 OK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN555677(NAD 83)
 OK0339_MARKER: P = PIPE CAP
 OK0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0339_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0339_STAMPING: MICH 841.698 1916
 OK0339_PROJECTION: FLUSH
 OK0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0339
 OK0339  HISTORY     - Date     Condition        Report By
 OK0339  HISTORY     - 1916     MONUMENTED       USGS
 OK0339  HISTORY     - 1934     GOOD             NGS
 OK0339  HISTORY     - 1969     POOR             USGS
 OK0339  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0339
 OK0339                          STATION DESCRIPTION
 OK0339
 OK0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0339'4 MI S FROM SHILOH.
 OK0339'4.0 MILES SOUTH ALONG THE ABANDONED LINE OF THE PERE MARQUETTE
 OK0339'RAILWAY FROM SHILOH, 2.3 MILES NORTH OF THE FORMER RAILROAD
 OK0339'JUNCTION AT HAYNOR, AT A DIRT-ROAD CROSSING, 23 FEET SOUTH OF
 OK0339'THE CENTERLINE OF THE ROAD, 62 FEET WEST OF A 20-INCH HICKORY
 OK0339'TREE, AND 27 FEET EAST OF THE FORMER LOCATION OF THE TRACK.
 OK0339'A U.S. GEOLOGICAL SURVEY STANDARD CAP, STAMPED MICH. 841.698
 OK0339'1916 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING
 OK0339'18 INCHES ABOVE GROUND.  NOTE-- MARK IS LEANING.
 OK0339
 OK0339                          STATION RECOVERY (1969)
 OK0339
 OK0339'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0339'MARK RECOVERED IN POOR CONDITION.
 OK0339
 OK0339                          STATION RECOVERY (1992)
 OK0339
 OK0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0339'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0339 ***********************************************************************
 MC0339  DESIGNATION -  J 179
 MC0339  PID         -  MC0339
 MC0339  STATE/COUNTY-  MI/MONROE
 MC0339  USGS QUAD   -  STONY POINT (1978)
 MC0339
 MC0339                         *CURRENT SURVEY CONTROL
 MC0339  ___________________________________________________________________
 MC0339* NAD 83(1986)-  41 55 27.     (N)    083 22 14.     (W)     SCALED    
 MC0339* NAVD 88     -       180.272  (meters)     591.44   (feet)  ADJUSTED  
 MC0339  ___________________________________________________________________
 MC0339  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 MC0339  DYNAMIC HT  -         180.207 (meters)     591.23  (feet)  COMP
 MC0339  MODELED GRAV-     980,261.1   (mgal)                       NAVD 88
 MC0339
 MC0339  VERT ORDER  -  FIRST     CLASS II
 MC0339
 MC0339.The horizontal coordinates were scaled from a topographic map and have
 MC0339.an estimated accuracy of +/- 6 seconds.
 MC0339
 MC0339.The orthometric height was determined by differential leveling
 MC0339.and adjusted by the National Geodetic Survey in June 1991..
 MC0339
 MC0339.The geoid height was determined by GEOID03.
 MC0339
 MC0339.The dynamic height is computed by dividing the NAVD 88
 MC0339.geopotential number by the normal gravity value computed on the
 MC0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0339.degrees latitude (g = 980.6199 gals.).
 MC0339
 MC0339.The modeled gravity was interpolated from observed gravity values.
 MC0339
 MC0339;                    North         East    Units  Estimated Accuracy
 MC0339;SPC MI S     -    47,610.    4,082,630.      MT  (+/- 180 meters Scaled)
 MC0339
 MC0339                          SUPERSEDED SURVEY CONTROL
 MC0339
 MC0339  NGVD 29 (??/??/92)  180.434  (m)          591.97   (f) ADJ UNCH    1 2
 MC0339
 MC0339.Superseded values are not recommended for survey control.
 MC0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0339.See file dsdata.txt to determine how the superseded data were derived.
 MC0339
 MC0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG034440(NAD 83)
 MC0339_MARKER: DB = BENCH MARK DISK
 MC0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0339_STAMPING: J 179 1954
 MC0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0339+STABILITY: SURFACE MOTION
 MC0339
 MC0339  HISTORY     - Date     Condition        Report By
 MC0339  HISTORY     - 1954     MONUMENTED       CGS
 MC0339  HISTORY     - 1968     MARK NOT FOUND   NGS
 MC0339
 MC0339                          STATION DESCRIPTION
 MC0339
 MC0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 MC0339'1.2 MI NE FROM MONROE.
 MC0339'ABOUT 1.2 MILES NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0339'RAILROAD FROM THE STATION AT MONROE, AT THE CROSSING OF STATE
 MC0339'HIGHWAY 56, 32 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST
 MC0339'TRACK, 46 FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST MAIN
 MC0339'TRACK, 35 FEET NORTH OF CENTER LINE OF HIGHWAY, 3 FEET NORTHEAST
 MC0339'OF CABLE LINE POLE NO. 355, 24 1/2 FEET NORTHEAST OF CROSSING
 MC0339'WARNING SIGNAL, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A
 MC0339'CONCRETE POST PROJECTING 1 INCH.
 MC0339
 MC0339                          STATION RECOVERY (1968)
 MC0339
 MC0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 MC0339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0246 ***********************************************************************
 NF0246  DESIGNATION -  J 18
 NF0246  PID         -  NF0246
 NF0246  STATE/COUNTY-  MI/EATON
 NF0246  USGS QUAD   -  WACOUSTA (1973)
 NF0246
 NF0246                         *CURRENT SURVEY CONTROL
 NF0246  ___________________________________________________________________
 NF0246* NAD 83(1986)-  42 45 41.     (N)    084 43 51.     (W)     SCALED    
 NF0246* NAVD 88     -       261.270  (meters)     857.18   (feet)  ADJUSTED  
 NF0246  ___________________________________________________________________
 NF0246  GEOID HEIGHT-         -33.70  (meters)                     GEOID03
 NF0246  DYNAMIC HT  -         261.195 (meters)     856.94  (feet)  COMP
 NF0246  MODELED GRAV-     980,326.9   (mgal)                       NAVD 88
 NF0246
 NF0246  VERT ORDER  -  FIRST     CLASS II
 NF0246
 NF0246.The horizontal coordinates were scaled from a topographic map and have
 NF0246.an estimated accuracy of +/- 6 seconds.
 NF0246
 NF0246.The orthometric height was determined by differential leveling
 NF0246.and adjusted by the National Geodetic Survey in June 1991..
 NF0246
 NF0246.The geoid height was determined by GEOID03.
 NF0246
 NF0246.The dynamic height is computed by dividing the NAVD 88
 NF0246.geopotential number by the normal gravity value computed on the
 NF0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0246.degrees latitude (g = 980.6199 gals.).
 NF0246
 NF0246.The modeled gravity was interpolated from observed gravity values.
 NF0246
 NF0246;                    North         East    Units  Estimated Accuracy
 NF0246;SPC MI S     -   140,180.    3,970,190.      MT  (+/- 180 meters Scaled)
 NF0246
 NF0246                          SUPERSEDED SURVEY CONTROL
 NF0246
 NF0246  NGVD 29 (??/??/92)  261.402  (m)          857.62   (f) ADJ UNCH    1 2
 NF0246
 NF0246.Superseded values are not recommended for survey control.
 NF0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0246.See file dsdata.txt to determine how the superseded data were derived.
 NF0246
 NF0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN856368(NAD 83)
 NF0246_MARKER: DB = BENCH MARK DISK
 NF0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0246_STAMPING: ELEV 857.616 FT J 18 1916
 NF0246_PROJECTION: FLUSH
 NF0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0246+STABILITY: SURFACE MOTION
 NF0246
 NF0246  HISTORY     - Date     Condition        Report By
 NF0246  HISTORY     - 1916     MONUMENTED       CGS
 NF0246  HISTORY     - 1964     MARK NOT FOUND   USGS
 NF0246  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0246  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0246  HISTORY     - 19950823 MARK NOT FOUND   USPSQD
 NF0246
 NF0246                          STATION DESCRIPTION
 NF0246
 NF0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1916
 NF0246'0.6 MI E FROM GRAND LEDGE.
 NF0246'0.6 MILES EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 NF0246'STATION AT GRAND LEDGE, EATON COUNTY, AT A ROAD CROSSING, 36
 NF0246'FEET WEST OF THE CENTERLINE OF THE ROAD, 26.6 FEET SOUTH OF THE
 NF0246'SOUTH RAIL OF THE MAIN TRACK, AT THE SOUTHWEST FENCE CORNER AND
 NF0246'4 FEET NORTH OF AN 18-INCH ELM TREE.  A STAMPED CAP, STAMPED
 NF0246'ELEV. 857.616 FT. J 18 1916 AND SET IN THE TOP OF A CONCRETE POST
 NF0246'PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 NF0246
 NF0246                          STATION RECOVERY (1964)
 NF0246
 NF0246'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 NF0246'MARK NOT FOUND.
 NF0246
 NF0246                          STATION RECOVERY (1976)
 NF0246
 NF0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0246'MARK NOT FOUND.
 NF0246
 NF0246                          STATION RECOVERY (1992)
 NF0246
 NF0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0246'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 NF0246
 NF0246                          STATION RECOVERY (1995)
 NF0246
 NF0246'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0146 ***********************************************************************
 RJ0146  DESIGNATION -  J 183
 RJ0146  PID         -  RJ0146
 RJ0146  STATE/COUNTY-  MI/CHIPPEWA
 RJ0146  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0146
 RJ0146                         *CURRENT SURVEY CONTROL
 RJ0146  ___________________________________________________________________
 RJ0146* NAD 83(1986)-  46 28 38.     (N)    084 21 33.     (W)     SCALED    
 RJ0146* NAVD 88     -       218.443  (meters)     716.68   (feet)  ADJUSTED  
 RJ0146  ___________________________________________________________________
 RJ0146  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0146  DYNAMIC HT  -         218.456 (meters)     716.72  (feet)  COMP
 RJ0146  MODELED GRAV-     980,669.0   (mgal)                       NAVD 88
 RJ0146
 RJ0146  VERT ORDER  -  SECOND    CLASS 0
 RJ0146
 RJ0146.The horizontal coordinates were scaled from a topographic map and have
 RJ0146.an estimated accuracy of +/- 6 seconds.
 RJ0146
 RJ0146.The orthometric height was determined by differential leveling
 RJ0146.and adjusted by the National Geodetic Survey in June 1991..
 RJ0146
 RJ0146.The geoid height was determined by GEOID03.
 RJ0146
 RJ0146.The dynamic height is computed by dividing the NAVD 88
 RJ0146.geopotential number by the normal gravity value computed on the
 RJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0146.degrees latitude (g = 980.6199 gals.).
 RJ0146
 RJ0146.The modeled gravity was interpolated from observed gravity values.
 RJ0146
 RJ0146;                    North         East    Units  Estimated Accuracy
 RJ0146;SPC MI N     -   191,640.    8,202,750.      MT  (+/- 180 meters Scaled)
 RJ0146
 RJ0146                          SUPERSEDED SURVEY CONTROL
 RJ0146
 RJ0146  NGVD 29 (??/??/92)  218.386  (m)          716.49   (f) ADJ UNCH    2 0
 RJ0146
 RJ0146.Superseded values are not recommended for survey control.
 RJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0146.See file dsdata.txt to determine how the superseded data were derived.
 RJ0146
 RJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS027504(NAD 83)
 RJ0146_MARKER: DB = BENCH MARK DISK
 RJ0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0146_SP_SET: PIER
 RJ0146_STAMPING: J 183 1966
 RJ0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0146
 RJ0146  HISTORY     - Date     Condition        Report By
 RJ0146  HISTORY     - 1966     MONUMENTED       CGS
 RJ0146
 RJ0146                          STATION DESCRIPTION
 RJ0146
 RJ0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 RJ0146'AT SAULT STE MARIE.
 RJ0146'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE 6X6-FOOT
 RJ0146'CONCRETE PIER OF THE SAULT STE. MARIE MUNICIPAL AIRPORT PROPOSED
 RJ0146'CEILOMETER SCANNER 900 FEET SOUTH OF H 183 ALONG A DIRT ROAD.
 RJ0146'IT IS A STANDARD DISK STAMPED J 183 1966 SET FLUSH IN THE TOP
 RJ0146'OF THE CONCRETE PIER WHICH PROJECTS 1.5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0706 ***********************************************************************
 RJ0706  DESIGNATION -  J 183 RESET 1980
 RJ0706  PID         -  RJ0706
 RJ0706  STATE/COUNTY-  MI/CHIPPEWA
 RJ0706  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0706
 RJ0706                         *CURRENT SURVEY CONTROL
 RJ0706  ___________________________________________________________________
 RJ0706* NAD 83(1986)-  46 28 38.     (N)    084 21 33.     (W)     SCALED    
 RJ0706* NAVD 88     -       217.93   (meters)     715.0    (feet)  RESET     
 RJ0706  ___________________________________________________________________
 RJ0706  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0706
 RJ0706  VERT ORDER  -  THIRD
 RJ0706
 RJ0706.The horizontal coordinates were scaled from a topographic map and have
 RJ0706.an estimated accuracy of +/- 6 seconds.
 RJ0706
 RJ0706.The orthometric height was computed from unverified reset data.
 RJ0706.No vertical observational check was made to the station.
 RJ0706
 RJ0706.The geoid height was determined by GEOID03.
 RJ0706
 RJ0706;                    North         East    Units  Estimated Accuracy
 RJ0706;SPC MI N     -   191,640.    8,202,750.      MT  (+/- 180 meters Scaled)
 RJ0706
 RJ0706                          SUPERSEDED SURVEY CONTROL
 RJ0706
 RJ0706  NGVD 29 (03/27/06)  217.87   (m)          714.8    (f) RESET       3  
 RJ0706
 RJ0706.Superseded values are not recommended for survey control.
 RJ0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0706.See file dsdata.txt to determine how the superseded data were derived.
 RJ0706
 RJ0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS027504(NAD 83)
 RJ0706_MARKER: DB = BENCH MARK DISK
 RJ0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0706_STAMPING: J 183 RESET 1980
 RJ0706_PROJECTION: FLUSH
 RJ0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0706+STABILITY: SURFACE MOTION
 RJ0706
 RJ0706  HISTORY     - Date     Condition        Report By
 RJ0706  HISTORY     - 1980     MONUMENTED       NGS
 RJ0706
 RJ0706                          STATION DESCRIPTION
 RJ0706
 RJ0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 RJ0706'IN SAULT STE MARIE.
 RJ0706'1.7 MILES NORTHEAST ALONG BUSINESS INTERSTATE HIGHWAY 75 FROM ITS
 RJ0706'JUNCTION WITH INTERSTATE HIGHWAY 75 AND U.S. HIGHWAY 2, WHICH IS
 RJ0706'ABOUT 3.0 MILES SOUTHWEST OF DOWN TOWN, 300 FEET WEST OF CENTERLINE
 RJ0706'OF BUSINESS INTERSTATE HIGHWAY 75, 15 FEET NORTHEAST OF AN UNDERGROUD
 RJ0706'TELEPHONE CABLE JUNCTION BOX, 8 FEET NORTH OF A POWERLINE POLE, AND
 RJ0706'AT THE EAST SIDE OF SHOPPING CENTER.
 RJ0706'THE MARK IS 1 FT  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0120 ***********************************************************************
 NF0120  DESIGNATION -  J 19
 NF0120  PID         -  NF0120
 NF0120  STATE/COUNTY-  MI/JACKSON
 NF0120  USGS QUAD   -  LESLIE (1970)
 NF0120
 NF0120                         *CURRENT SURVEY CONTROL
 NF0120  ___________________________________________________________________
 NF0120* NAD 83(1986)-  42 23 16.     (N)    084 27 50.     (W)     SCALED    
 NF0120* NAVD 88     -       276.657  (meters)     907.67   (feet)  ADJUSTED  
 NF0120  ___________________________________________________________________
 NF0120  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NF0120  DYNAMIC HT  -         276.564 (meters)     907.36  (feet)  COMP
 NF0120  MODELED GRAV-     980,276.8   (mgal)                       NAVD 88
 NF0120
 NF0120  VERT ORDER  -  FIRST     CLASS II
 NF0120
 NF0120.The horizontal coordinates were scaled from a topographic map and have
 NF0120.an estimated accuracy of +/- 6 seconds.
 NF0120
 NF0120.The orthometric height was determined by differential leveling
 NF0120.and adjusted by the National Geodetic Survey in June 1991..
 NF0120
 NF0120.The geoid height was determined by GEOID03.
 NF0120
 NF0120.The dynamic height is computed by dividing the NAVD 88
 NF0120.geopotential number by the normal gravity value computed on the
 NF0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0120.degrees latitude (g = 980.6199 gals.).
 NF0120
 NF0120.The modeled gravity was interpolated from observed gravity values.
 NF0120
 NF0120;                    North         East    Units  Estimated Accuracy
 NF0120;SPC MI S     -    98,620.    3,992,000.      MT  (+/- 180 meters Scaled)
 NF0120
 NF0120                          SUPERSEDED SURVEY CONTROL
 NF0120
 NF0120  NGVD 29 (??/??/92)  276.780  (m)          908.07   (f) ADJ UNCH    1 2
 NF0120
 NF0120.Superseded values are not recommended for survey control.
 NF0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0120.See file dsdata.txt to determine how the superseded data were derived.
 NF0120
 NF0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM087959(NAD 83)
 NF0120_MARKER: DB = BENCH MARK DISK
 NF0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0120+STABILITY: SURFACE MOTION
 NF0120
 NF0120  HISTORY     - Date     Condition        Report By
 NF0120  HISTORY     - UNK      MONUMENTED       CGS
 NF0120  HISTORY     - 1934     MARK NOT FOUND   NGS
 NF0120  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0120
 NF0120                          STATION DESCRIPTION
 NF0120
 NF0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0120'AT RIVES JUNCTION.
 NF0120'AT RIVES JUNCTION, JACKSON COUNTY,50 YARDS SOUTHEAST OF THE
 NF0120'MICHIGAN CENTRAL RAILROAD STATION (1916 LOCATION), AND BETWEEN
 NF0120'THE M.C.R.R. AND THE MICHIGAN ELECTRIC RAILWAY.  A STANDARD
 NF0120'DISK, SET IN THE TOP OF A CONCRETE POST.
 NF0120
 NF0120                          STATION RECOVERY (1977)
 NF0120
 NF0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0654 ***********************************************************************
 NF0654  DESIGNATION -  J 190
 NF0654  PID         -  NF0654
 NF0654  STATE/COUNTY-  MI/KALAMAZOO
 NF0654  USGS QUAD   -  PORTAGE (1979)
 NF0654
 NF0654                         *CURRENT SURVEY CONTROL
 NF0654  ___________________________________________________________________
 NF0654* NAD 83(1986)-  42 14 17.     (N)    085 34 00.     (W)     SCALED    
 NF0654* NAVD 88     -       266.597  (meters)     874.66   (feet)  ADJUSTED  
 NF0654  ___________________________________________________________________
 NF0654  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0654  DYNAMIC HT  -         266.514 (meters)     874.39  (feet)  COMP
 NF0654  MODELED GRAV-     980,303.0   (mgal)                       NAVD 88
 NF0654
 NF0654  VERT ORDER  -  FIRST     CLASS II
 NF0654
 NF0654.The horizontal coordinates were scaled from a topographic map and have
 NF0654.an estimated accuracy of +/- 6 seconds.
 NF0654
 NF0654.The orthometric height was determined by differential leveling
 NF0654.and adjusted by the National Geodetic Survey in March 2005..
 NF0654.No vertical observational check was made to the station.
 NF0654
 NF0654.The geoid height was determined by GEOID03.
 NF0654
 NF0654.The dynamic height is computed by dividing the NAVD 88
 NF0654.geopotential number by the normal gravity value computed on the
 NF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0654.degrees latitude (g = 980.6199 gals.).
 NF0654
 NF0654.The modeled gravity was interpolated from observed gravity values.
 NF0654
 NF0654;                    North         East    Units  Estimated Accuracy
 NF0654;SPC MI S     -    82,690.    3,900,960.      MT  (+/- 180 meters Scaled)
 NF0654
 NF0654                          SUPERSEDED SURVEY CONTROL
 NF0654
 NF0654  NAVD 88 (06/15/91)  266.628  (m)          874.76   (f) UNKNOWN     2 0
 NF0654  NGVD 29 (??/??/92)  266.759  (m)          875.19   (f) ADJ UNCH    2 0
 NF0654
 NF0654.Superseded values are not recommended for survey control.
 NF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0654.See file dsdata.txt to determine how the superseded data were derived.
 NF0654
 NF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM182772(NAD 83)
 NF0654_MARKER: DB = BENCH MARK DISK
 NF0654_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NF0654_SP_SET: CATCH BASIN
 NF0654_STAMPING: J 190 1957
 NF0654_MARK LOGO: CGS   
 NF0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0654+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 NF0654
 NF0654  HISTORY     - Date     Condition        Report By
 NF0654  HISTORY     - 1957     MONUMENTED       CGS
 NF0654  HISTORY     - 19930105 GOOD             NGS
 NF0654  HISTORY     - 20010528 GOOD             NGS
 NF0654  HISTORY     - 20021017 GOOD             USPSQD
 NF0654
 NF0654                          STATION DESCRIPTION
 NF0654
 NF0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0654'4 MI S FROM KALAMAZOO.
 NF0654'4.0 MILES SOUTH OF THE RAILROAD STATION AT KALAMAZOO, KALAMAZOO
 NF0654'COUNTY.  TO REACH FROM THE INTERSECTION OF KILGORE STREET AND
 NF0654'THE NEW YORK CENTRAL RAILROAD, GO 0.1 MILE EAST OF KILGORE
 NF0654'TO LOVERS LANE, THENCE 0.45 MILE SOUTH ON LOVERS LANE TO WINTERS
 NF0654'DRIVE, THENCE 0.4 MILE EAST ON WINTERS DRIVE TO AN UNNAMED STREET,
 NF0654'OPPOSITE HOUSE NUMBER 1918, 36.5 FEET NORTH OF THE CENTERLINE
 NF0654'OF WINTERS DRIVE, 16 FEET WEST OF THE CENTERLINE OF THE UNNAMED
 NF0654'STREET, 74.3 FEET NORTH-NORTHWEST OF INTERSECTION POLE OF
 NF0654'NORTH-SOUTH AND EAST-WEST POWER LINES.  A STANDARD DISK, STAMPED
 NF0654'J 190 1957 AND SET IN A DRILL HOLE IN THE CONCRETE RIM AROUND A
 NF0654'CATCH BASIN.
 NF0654
 NF0654                          STATION RECOVERY (1993)
 NF0654
 NF0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF0654'IN PORTAGE, AT THE INTERSECTION OF WINTERS DRIVE AND BENNETT STREET,
 NF0654'NEAR THE SOUTH END OF A CONCRETE STORM DRAIN, 22.5 M (73.8 FT)
 NF0654'NORTH-NORTHWEST OF A UTILITY POLE, 11.2 M (36.7 FT) NORTH OF THE
 NF0654'CENTERLINE OF THE DRIVE, 4.9 M (16.1 FT) WEST OF THE CENTER OF THE
 NF0654'STREET, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 NF0654'BELOW THE LEVEL OF THE STREET.
 NF0654
 NF0654                          STATION RECOVERY (2001)
 NF0654
 NF0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF0654'RECOVERED AS DESCRIBED.
 NF0654
 NF0654                          STATION RECOVERY (2002)
 NF0654
 NF0654'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0654'UNNAMED STREET NOW CALLED BENNET STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0082 ***********************************************************************
 RK0082  DESIGNATION -  J 193
 RK0082  PID         -  RK0082
 RK0082  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0082  USGS QUAD   -  
 RK0082
 RK0082                         *CURRENT SURVEY CONTROL
 RK0082  ___________________________________________________________________
 RK0082* NAD 83(1986)-  46 25 02.     (N)    086 20 10.     (W)     SCALED    
 RK0082* NAVD 88     -       261.847  (meters)     859.08   (feet)  ADJUSTED  
 RK0082  ___________________________________________________________________
 RK0082  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 RK0082  DYNAMIC HT  -         261.864 (meters)     859.13  (feet)  COMP
 RK0082  MODELED GRAV-     980,672.3   (mgal)                       NAVD 88
 RK0082
 RK0082  VERT ORDER  -  SECOND    CLASS 0
 RK0082
 RK0082.The horizontal coordinates were scaled from a topographic map and have
 RK0082.an estimated accuracy of +/- 6 seconds.
 RK0082
 RK0082.The orthometric height was determined by differential leveling
 RK0082.and adjusted by the National Geodetic Survey in June 1991..
 RK0082
 RK0082.The geoid height was determined by GEOID03.
 RK0082
 RK0082.The dynamic height is computed by dividing the NAVD 88
 RK0082.geopotential number by the normal gravity value computed on the
 RK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0082.degrees latitude (g = 980.6199 gals.).
 RK0082
 RK0082.The modeled gravity was interpolated from observed gravity values.
 RK0082
 RK0082;                    North         East    Units  Estimated Accuracy
 RK0082;SPC MI N     -   181,810.    8,051,030.      MT  (+/- 180 meters Scaled)
 RK0082
 RK0082                          SUPERSEDED SURVEY CONTROL
 RK0082
 RK0082  NGVD 29 (??/??/92)  261.807  (m)          858.95   (f) ADJ UNCH    2 0
 RK0082
 RK0082.Superseded values are not recommended for survey control.
 RK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0082.See file dsdata.txt to determine how the superseded data were derived.
 RK0082
 RK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES510406(NAD 83)
 RK0082_MARKER: DB = BENCH MARK DISK
 RK0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0082_STAMPING: J 193 1964
 RK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0082+STABILITY: SURFACE MOTION
 RK0082
 RK0082  HISTORY     - Date     Condition        Report By
 RK0082  HISTORY     - 1964     MONUMENTED       CGS
 RK0082
 RK0082                          STATION DESCRIPTION
 RK0082
 RK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0082'6.4 MI N FROM CREIGHTON.
 RK0082'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0082'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 6.3
 RK0082'MILES NORTH ALONG A SAND ROAD, IN S 5, T 46 N, R 16 W, ABOUT
 RK0082'HALFWAY BETWEEN TWO SLIGHT CURVES AND AT THE FOOT OF A SHORT
 RK0082'HILL ON THE SOUTHEAST SLOPE, IN THE EAST EDGE OF A SMALL CLEARING,
 RK0082'20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.3 FEET NORTHEAST
 RK0082'OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD,
 RK0082'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0489 ***********************************************************************
 RJ0489  DESIGNATION -  J 194
 RJ0489  PID         -  RJ0489
 RJ0489  STATE/COUNTY-  MI/LUCE
 RJ0489  USGS QUAD   -  AUGER LAKE (1973)
 RJ0489
 RJ0489                         *CURRENT SURVEY CONTROL
 RJ0489  ___________________________________________________________________
 RJ0489* NAD 83(1986)-  46 24 17.     (N)    085 30 36.     (W)     SCALED    
 RJ0489* NAVD 88     -       235.442  (meters)     772.45   (feet)  ADJUSTED  
 RJ0489  ___________________________________________________________________
 RJ0489  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RJ0489  DYNAMIC HT  -         235.456 (meters)     772.49  (feet)  COMP
 RJ0489  MODELED GRAV-     980,669.6   (mgal)                       NAVD 88
 RJ0489
 RJ0489  VERT ORDER  -  SECOND    CLASS 0
 RJ0489
 RJ0489.The horizontal coordinates were scaled from a topographic map and have
 RJ0489.an estimated accuracy of +/- 6 seconds.
 RJ0489
 RJ0489.The orthometric height was determined by differential leveling
 RJ0489.and adjusted by the National Geodetic Survey in June 1991..
 RJ0489
 RJ0489.The geoid height was determined by GEOID03.
 RJ0489
 RJ0489.The dynamic height is computed by dividing the NAVD 88
 RJ0489.geopotential number by the normal gravity value computed on the
 RJ0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0489.degrees latitude (g = 980.6199 gals.).
 RJ0489
 RJ0489.The modeled gravity was interpolated from observed gravity values.
 RJ0489
 RJ0489;                    North         East    Units  Estimated Accuracy
 RJ0489;SPC MI N     -   181,290.    8,114,560.      MT  (+/- 180 meters Scaled)
 RJ0489
 RJ0489                          SUPERSEDED SURVEY CONTROL
 RJ0489
 RJ0489  NGVD 29 (??/??/92)  235.404  (m)          772.32   (f) ADJ UNCH    2 0
 RJ0489
 RJ0489.Superseded values are not recommended for survey control.
 RJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0489.See file dsdata.txt to determine how the superseded data were derived.
 RJ0489
 RJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS145400(NAD 83)
 RJ0489_MARKER: DB = BENCH MARK DISK
 RJ0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0489_STAMPING: J 194 1964
 RJ0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0489+STABILITY: SURFACE MOTION
 RJ0489
 RJ0489  HISTORY     - Date     Condition        Report By
 RJ0489  HISTORY     - 1964     MONUMENTED       CGS
 RJ0489  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 RJ0489
 RJ0489                          STATION DESCRIPTION
 RJ0489
 RJ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0489'3.3 MI N FROM NEWBERRY.
 RJ0489'ABOUT 3.3 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0489'RAILROAD STATION AT NEWBERRY, IN S 2, T 46 N, R 10 W, 83 FEET
 RJ0489'NORTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY ROAD 448
 RJ0489'LEADING WEST, 75 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 RJ0489'35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF
 RJ0489'POWER POLE 43 1/2, 1.6 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 RJ0489'2 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP OF A
 RJ0489'CONCRETE POST PROJECTING 3 INCHES.
 RJ0489
 RJ0489                          STATION RECOVERY (2004)
 RJ0489
 RJ0489'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0489'NEW POLE AND UTILITY BOX AT SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0028 ***********************************************************************
 RK0028  DESIGNATION -  J 195
 RK0028  PID         -  RK0028
 RK0028  STATE/COUNTY-  MI/ALGER
 RK0028  USGS QUAD   -  GRAND SABLE LAKE (1966)
 RK0028
 RK0028                         *CURRENT SURVEY CONTROL
 RK0028  ___________________________________________________________________
 RK0028* NAD 83(1986)-  46 39 27.     (N)    086 00 35.     (W)     SCALED    
 RK0028* NAVD 88     -       242.623  (meters)     796.01   (feet)  ADJUSTED  
 RK0028  ___________________________________________________________________
 RK0028  GEOID HEIGHT-         -35.91  (meters)                     GEOID03
 RK0028  DYNAMIC HT  -         242.643 (meters)     796.07  (feet)  COMP
 RK0028  MODELED GRAV-     980,690.1   (mgal)                       NAVD 88
 RK0028
 RK0028  VERT ORDER  -  SECOND    CLASS 0
 RK0028
 RK0028.The horizontal coordinates were scaled from a topographic map and have
 RK0028.an estimated accuracy of +/- 6 seconds.
 RK0028
 RK0028.The orthometric height was determined by differential leveling
 RK0028.and adjusted by the National Geodetic Survey in June 1991..
 RK0028
 RK0028.The geoid height was determined by GEOID03.
 RK0028
 RK0028.The dynamic height is computed by dividing the NAVD 88
 RK0028.geopotential number by the normal gravity value computed on the
 RK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0028.degrees latitude (g = 980.6199 gals.).
 RK0028
 RK0028.The modeled gravity was interpolated from observed gravity values.
 RK0028
 RK0028;                    North         East    Units  Estimated Accuracy
 RK0028;SPC MI N     -   208,780.    8,075,790.      MT  (+/- 180 meters Scaled)
 RK0028
 RK0028                          SUPERSEDED SURVEY CONTROL
 RK0028
 RK0028  NGVD 29 (??/??/92)  242.585  (m)          795.88   (f) ADJ UNCH    2 0
 RK0028
 RK0028.Superseded values are not recommended for survey control.
 RK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0028.See file dsdata.txt to determine how the superseded data were derived.
 RK0028
 RK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES757675(NAD 83)
 RK0028_MARKER: DB = BENCH MARK DISK
 RK0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0028_STAMPING: J 195 1964
 RK0028_MARK LOGO: CGS   
 RK0028_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0028+STABILITY: SURFACE MOTION
 RK0028
 RK0028  HISTORY     - Date     Condition        Report By
 RK0028  HISTORY     - 1964     MONUMENTED       CGS
 RK0028  HISTORY     - 19940424 GOOD             LOCENG
 RK0028  HISTORY     - 19940507 GOOD             LOCENG
 RK0028  HISTORY     - 19940801 GOOD             USPSQD
 RK0028
 RK0028                          STATION DESCRIPTION
 RK0028
 RK0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0028'1.9 MI SW FROM GRAND MARAIS.
 RK0028'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0028'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE WEST ALONG COUNTY ROAD
 RK0028'708, IN S 12, T 49 N, R 14 W, 47 FEET NORTHEAST OF THE CENTER OF
 RK0028'THE INTERSECTION OF COUNTY ROAD 700 LEADING NORTH AND WEST, A
 RK0028'GRAVELED ROAD LEADING SOUTH, AND COUNTY ROAD 708 LEADING EAST,
 RK0028'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, 33 FEET EAST OF
 RK0028'THE CENTER LINE OF THE ROAD LEADING NORTH, 4 FEET NORTH OF A POWER
 RK0028'POLE, 1.8 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RK0028'COUNTY ROAD 700, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0028'6 INCHES.
 RK0028
 RK0028                          STATION RECOVERY (1994)
 RK0028
 RK0028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0028'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0028
 RK0028                          STATION RECOVERY (1994)
 RK0028
 RK0028'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0028'RECOVERED AS DESCRIBED.
 RK0028
 RK0028                          STATION RECOVERY (1994)
 RK0028
 RK0028'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0035 ***********************************************************************
 RK0035  DESIGNATION -  J 196
 RK0035  PID         -  RK0035
 RK0035  STATE/COUNTY-  MI/ALGER
 RK0035  USGS QUAD   -  AU SABLE POINT SE (1980)
 RK0035
 RK0035                         *CURRENT SURVEY CONTROL
 RK0035  ___________________________________________________________________
 RK0035* NAD 83(1986)-  46 35 54.     (N)    086 00 15.     (W)     SCALED    
 RK0035* NAVD 88     -       285.127  (meters)     935.45   (feet)  ADJUSTED  
 RK0035  ___________________________________________________________________
 RK0035  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 RK0035  DYNAMIC HT  -         285.146 (meters)     935.52  (feet)  COMP
 RK0035  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 RK0035
 RK0035  VERT ORDER  -  SECOND    CLASS 0
 RK0035
 RK0035.The horizontal coordinates were scaled from a topographic map and have
 RK0035.an estimated accuracy of +/- 6 seconds.
 RK0035
 RK0035.The orthometric height was determined by differential leveling
 RK0035.and adjusted by the National Geodetic Survey in June 1991..
 RK0035
 RK0035.The geoid height was determined by GEOID03.
 RK0035
 RK0035.The dynamic height is computed by dividing the NAVD 88
 RK0035.geopotential number by the normal gravity value computed on the
 RK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0035.degrees latitude (g = 980.6199 gals.).
 RK0035
 RK0035.The modeled gravity was interpolated from observed gravity values.
 RK0035
 RK0035;                    North         East    Units  Estimated Accuracy
 RK0035;SPC MI N     -   202,210.    8,076,300.      MT  (+/- 180 meters Scaled)
 RK0035
 RK0035                          SUPERSEDED SURVEY CONTROL
 RK0035
 RK0035  NGVD 29 (??/??/92)  285.083  (m)          935.31   (f) ADJ UNCH    2 0
 RK0035
 RK0035.Superseded values are not recommended for survey control.
 RK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0035.See file dsdata.txt to determine how the superseded data were derived.
 RK0035
 RK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES762610(NAD 83)
 RK0035_MARKER: DB = BENCH MARK DISK
 RK0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0035_STAMPING: J 196 1964
 RK0035_MARK LOGO: CGS   
 RK0035_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0035+STABILITY: SURFACE MOTION
 RK0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0035+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0035
 RK0035  HISTORY     - Date     Condition        Report By
 RK0035  HISTORY     - 1964     MONUMENTED       CGS
 RK0035  HISTORY     - 19940507 GOOD             LOCENG
 RK0035  HISTORY     - 19940801 GOOD             USPSQD
 RK0035  HISTORY     - 19990907 GOOD             USPSQD
 RK0035  HISTORY     - 20060911 GOOD             USPSQD
 RK0035
 RK0035                          STATION DESCRIPTION
 RK0035
 RK0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0035'5.2 MI S FROM GRAND MARAIS.
 RK0035'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RK0035'METHODIST CHURCH AT GRAND MARAIS, IN S 36, T 49 N, R 14 W, ABOUT
 RK0035'0.7 MILE NORTH OF A 30-FOOT CONCRETE BRIDGE OVER THE WEST
 RK0035'BRANCH OF THE SUCKER RIVER, 114 FEET NORTHEAST OF THE CENTER
 RK0035'OF THE JUNCTION OF A WOODS ROAD LEADING EAST, 106 FEET EAST OF
 RK0035'THE CENTER LINE OF THE HIGHWAY, 14 FEET NORTH OF THE CENTER
 RK0035'LINE OF THE ROAD, SOUTHWEST OF A METAL WITNESS POST, ABOUT
 RK0035'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 RK0035'PROJECTING 6 INCHES.
 RK0035
 RK0035                          STATION RECOVERY (1994)
 RK0035
 RK0035'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0035'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0035
 RK0035                          STATION RECOVERY (1994)
 RK0035
 RK0035'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0035'RECOVERED IN GOOD CONDITION.
 RK0035
 RK0035                          STATION RECOVERY (1999)
 RK0035
 RK0035'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0035'RECOVERED IN GOOD CONDITION.
 RK0035
 RK0035                          STATION RECOVERY (2006)
 RK0035
 RK0035'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0035'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0556 ***********************************************************************
 RJ0556  DESIGNATION -  J 197
 RJ0556  PID         -  RJ0556
 RJ0556  STATE/COUNTY-  MI/ALGER
 RJ0556  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0556
 RJ0556                         *CURRENT SURVEY CONTROL
 RJ0556  ___________________________________________________________________
 RJ0556* NAD 83(1986)-  46 39 44.     (N)    085 52 10.     (W)     SCALED    
 RJ0556* NAVD 88     -       199.813  (meters)     655.55   (feet)  ADJUSTED  
 RJ0556  ___________________________________________________________________
 RJ0556  GEOID HEIGHT-         -35.98  (meters)                     GEOID03
 RJ0556  DYNAMIC HT  -         199.830 (meters)     655.61  (feet)  COMP
 RJ0556  MODELED GRAV-     980,696.8   (mgal)                       NAVD 88
 RJ0556
 RJ0556  VERT ORDER  -  SECOND    CLASS 0
 RJ0556
 RJ0556.The horizontal coordinates were scaled from a topographic map and have
 RJ0556.an estimated accuracy of +/- 6 seconds.
 RJ0556
 RJ0556.The orthometric height was determined by differential leveling
 RJ0556.and adjusted by the National Geodetic Survey in June 1991..
 RJ0556
 RJ0556.The geoid height was determined by GEOID03.
 RJ0556
 RJ0556.The dynamic height is computed by dividing the NAVD 88
 RJ0556.geopotential number by the normal gravity value computed on the
 RJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0556.degrees latitude (g = 980.6199 gals.).
 RJ0556
 RJ0556.The modeled gravity was interpolated from observed gravity values.
 RJ0556
 RJ0556;                    North         East    Units  Estimated Accuracy
 RJ0556;SPC MI N     -   209,450.    8,086,520.      MT  (+/- 180 meters Scaled)
 RJ0556
 RJ0556                          SUPERSEDED SURVEY CONTROL
 RJ0556
 RJ0556  NGVD 29 (??/??/92)  199.775  (m)          655.43   (f) ADJ UNCH    2 0
 RJ0556
 RJ0556.Superseded values are not recommended for survey control.
 RJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0556.See file dsdata.txt to determine how the superseded data were derived.
 RJ0556
 RJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES864682(NAD 83)
 RJ0556_MARKER: DB = BENCH MARK DISK
 RJ0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0556_STAMPING: J 197 1964
 RJ0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0556+STABILITY: SURFACE MOTION
 RJ0556
 RJ0556  HISTORY     - Date     Condition        Report By
 RJ0556  HISTORY     - 1964     MONUMENTED       CGS
 RJ0556  HISTORY     - 1974     GOOD             LOCENG
 RJ0556
 RJ0556                          STATION DESCRIPTION
 RJ0556
 RJ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0556'5.5 MI E FROM GRAND MARAIS.
 RJ0556'ABOUT 5.5 MILES EAST ALONG COUNTY ROAD 700 FROM THE HIGH SCHOOL
 RJ0556'AT GRAND MARAIS, IN S 12, T 49 N, R 13 W, ON THE SOUTHWEST BANK
 RJ0556'OF THE SUCKER RIVER, 40 FEET SOUTH OF THE CENTER LINE OF THE
 RJ0556'ROAD, 13 FEET NORTHEAST OF THE CENTER LINE OF A NARROW WOODS
 RJ0556'ROAD LEADING SOUTHEAST ALONG THE RIVER BANK, 38 1/2 FEET WEST
 RJ0556'OF THE SOUTHEAST END OF THE MORE WESTERLY OF TWO 6-FOOT PIPE
 RJ0556'CULVERTS USED AS A BRIDGE IN THE RIVER, 1.4 FEET NORTH OF A
 RJ0556'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 RJ0556'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RJ0556
 RJ0556                          STATION RECOVERY (1974)
 RJ0556
 RJ0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 RJ0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0532 ***********************************************************************
 RJ0532  DESIGNATION -  J 198
 RJ0532  PID         -  RJ0532
 RJ0532  STATE/COUNTY-  MI/LUCE
 RJ0532  USGS QUAD   -  MUSKALLONGE LAKE EAST (1968)
 RJ0532
 RJ0532                         *CURRENT SURVEY CONTROL
 RJ0532  ___________________________________________________________________
 RJ0532* NAD 83(1986)-  46 39 00.     (N)    085 31 11.     (W)     SCALED    
 RJ0532* NAVD 88     -       209.685  (meters)     687.94   (feet)  ADJUSTED  
 RJ0532  ___________________________________________________________________
 RJ0532  GEOID HEIGHT-         -36.14  (meters)                     GEOID03
 RJ0532  DYNAMIC HT  -         209.702 (meters)     688.00  (feet)  COMP
 RJ0532  MODELED GRAV-     980,692.6   (mgal)                       NAVD 88
 RJ0532
 RJ0532  VERT ORDER  -  SECOND    CLASS 0
 RJ0532
 RJ0532.The horizontal coordinates were scaled from a topographic map and have
 RJ0532.an estimated accuracy of +/- 6 seconds.
 RJ0532
 RJ0532.The orthometric height was determined by differential leveling
 RJ0532.and adjusted by the National Geodetic Survey in June 1991..
 RJ0532
 RJ0532.The geoid height was determined by GEOID03.
 RJ0532
 RJ0532.The dynamic height is computed by dividing the NAVD 88
 RJ0532.geopotential number by the normal gravity value computed on the
 RJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0532.degrees latitude (g = 980.6199 gals.).
 RJ0532
 RJ0532.The modeled gravity was interpolated from observed gravity values.
 RJ0532
 RJ0532;                    North         East    Units  Estimated Accuracy
 RJ0532;SPC MI N     -   208,530.    8,113,300.      MT  (+/- 180 meters Scaled)
 RJ0532
 RJ0532                          SUPERSEDED SURVEY CONTROL
 RJ0532
 RJ0532  NGVD 29 (??/??/92)  209.646  (m)          687.81   (f) ADJ UNCH    2 0
 RJ0532
 RJ0532.Superseded values are not recommended for survey control.
 RJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0532.See file dsdata.txt to determine how the superseded data were derived.
 RJ0532
 RJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS132673(NAD 83)
 RJ0532_MARKER: DB = BENCH MARK DISK
 RJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0532_STAMPING: J 198 1964
 RJ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0532+STABILITY: SURFACE MOTION
 RJ0532
 RJ0532  HISTORY     - Date     Condition        Report By
 RJ0532  HISTORY     - 1964     MONUMENTED       CGS
 RJ0532
 RJ0532                          STATION DESCRIPTION
 RJ0532
 RJ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0532'9.1 MI SE FROM DEER PARK.
 RJ0532'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0532'LODGE AT DEER PARK, THENCE 6.3 MILES EAST ALONG COUNTY ROAD
 RJ0532'410, IN S 14, T 49 N, R 10 W, ABOUT 0.9 MILE SOUTHEAST OF A
 RJ0532'75-FOOT WOODEN BRIDGE OVER THE NORTH BRANCH OF THE TWO HEARTED
 RJ0532'RIVER, 84 FEET WEST OF THE CENTER OF THE JUNCTION OF A NARROW
 RJ0532'SAND ROAD LEADING WEST, 49 FEET SOUTHWEST OF THE CENTER LINE OF
 RJ0532'THE ROAD, 14 FEET NORTH OF THE CENTER LINE OF THE SAND ROAD,
 RJ0532'1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RJ0532'SAND ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN
 RJ0532'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0522 ***********************************************************************
 NE0522  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0522  DESIGNATION -  J 199 WCRC
 NE0522  PID         -  NE0522
 NE0522  STATE/COUNTY-  MI/WAYNE
 NE0522  USGS QUAD   -  ROCKWOOD (1981)
 NE0522
 NE0522                         *CURRENT SURVEY CONTROL
 NE0522  ___________________________________________________________________
 NE0522* NAD 83(1986)-  42 05 39.     (N)    083 11 22.     (W)     SCALED    
 NE0522* NAVD 88     -       177.669  (meters)     582.90   (feet)  ADJUSTED  
 NE0522  ___________________________________________________________________
 NE0522  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0522  DYNAMIC HT  -         177.609 (meters)     582.71  (feet)  COMP
 NE0522  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 NE0522
 NE0522  VERT ORDER  -  FIRST     CLASS I
 NE0522
 NE0522.The horizontal coordinates were scaled from a topographic map and have
 NE0522.an estimated accuracy of +/- 6 seconds.
 NE0522
 NE0522.The orthometric height was determined by differential leveling
 NE0522.and adjusted by the National Geodetic Survey in June 1991..
 NE0522
 NE0522.This Tidal Bench Mark is designated as VM 12942
 NE0522.by the Center for Operational Oceanographic Products and Services.
 NE0522
 NE0522.The geoid height was determined by GEOID03.
 NE0522
 NE0522.The dynamic height is computed by dividing the NAVD 88
 NE0522.geopotential number by the normal gravity value computed on the
 NE0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0522.degrees latitude (g = 980.6199 gals.).
 NE0522
 NE0522.The modeled gravity was interpolated from observed gravity values.
 NE0522
 NE0522;                    North         East    Units  Estimated Accuracy
 NE0522;SPC MI S     -    66,680.    4,097,390.      MT  (+/- 180 meters Scaled)
 NE0522
 NE0522                          SUPERSEDED SURVEY CONTROL
 NE0522
 NE0522  NGVD 29 (??/??/??)  177.839  (m)          583.46   (f) ADJUSTED    1 1
 NE0522
 NE0522.Superseded values are not recommended for survey control.
 NE0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0522.See file dsdata.txt to determine how the superseded data were derived.
 NE0522
 NE0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG189625(NAD 83)
 NE0522_MARKER: DD = SURVEY DISK
 NE0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0522_STAMPING: J 199
 NE0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0522+STABILITY: SURFACE MOTION
 NE0522
 NE0522  HISTORY     - Date     Condition        Report By
 NE0522  HISTORY     - UNK      MONUMENTED       MI-163
 NE0522  HISTORY     - 1968     GOOD             NGS
 NE0522  HISTORY     - 1980     GOOD             NGS
 NE0522  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0522  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0522  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0522
 NE0522                          STATION DESCRIPTION
 NE0522
 NE0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0522'AT GIBRALTAR.
 NE0522'AT GIBRALTAR, AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 NE0522'MUNRO AVENUE AND DAVIS STREET, ON THE LAWN OF THE CITY MUNICIPAL
 NE0522'BUILDING, 47 1/2 FEET WEST OF THE CENTER LINE OF MUNRO AVENUE,
 NE0522'38.8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE MUNICIPAL
 NE0522'BLDG, 15 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 2.3 FEET
 NE0522'EAST OF A FLAG POLE, ABOUT LEVEL WITH THE AVENUE, SET IN THE
 NE0522'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 NE0522
 NE0522                          STATION RECOVERY (1980)
 NE0522
 NE0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0522'RECOVERED IN GOOD CONDITION.
 NE0522
 NE0522                          STATION RECOVERY (1987)
 NE0522
 NE0522'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0522'MARK NOT FOUND.
 NE0522
 NE0522                          STATION RECOVERY (1988)
 NE0522
 NE0522'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0522'MARK NOT FOUND.
 NE0522
 NE0522                          STATION RECOVERY (1989)
 NE0522
 NE0522'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0684 ***********************************************************************
 NE0684  DESIGNATION -  J 20
 NE0684  PID         -  NE0684
 NE0684  STATE/COUNTY-  MI/WASHTENAW
 NE0684  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE0684
 NE0684                         *CURRENT SURVEY CONTROL
 NE0684  ___________________________________________________________________
 NE0684* NAD 83(1986)-  42 19 38.     (N)    083 51 28.     (W)     SCALED    
 NE0684* NAVD 88     -       258.449  (meters)     847.93   (feet)  ADJUSTED  
 NE0684  ___________________________________________________________________
 NE0684  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NE0684  DYNAMIC HT  -         258.370 (meters)     847.67  (feet)  COMP
 NE0684  MODELED GRAV-     980,311.6   (mgal)                       NAVD 88
 NE0684
 NE0684  VERT ORDER  -  FIRST     CLASS II
 NE0684
 NE0684.The horizontal coordinates were scaled from a topographic map and have
 NE0684.an estimated accuracy of +/- 6 seconds.
 NE0684
 NE0684.The orthometric height was determined by differential leveling
 NE0684.and adjusted by the National Geodetic Survey in June 1991..
 NE0684
 NE0684.The geoid height was determined by GEOID03.
 NE0684
 NE0684.The dynamic height is computed by dividing the NAVD 88
 NE0684.geopotential number by the normal gravity value computed on the
 NE0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0684.degrees latitude (g = 980.6199 gals.).
 NE0684
 NE0684.The modeled gravity was interpolated from observed gravity values.
 NE0684
 NE0684;                    North         East    Units  Estimated Accuracy
 NE0684;SPC MI S     -    92,010.    4,041,940.      MT  (+/- 180 meters Scaled)
 NE0684
 NE0684                          SUPERSEDED SURVEY CONTROL
 NE0684
 NE0684  NGVD 29 (??/??/92)  258.571  (m)          848.33   (f) ADJ UNCH    1 2
 NE0684
 NE0684.Superseded values are not recommended for survey control.
 NE0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0684.See file dsdata.txt to determine how the superseded data were derived.
 NE0684
 NE0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG645900(NAD 83)
 NE0684_MARKER: DB = BENCH MARK DISK
 NE0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0684_STAMPING: ELEV 848.328 FT J 20 1916
 NE0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0684+STABILITY: SURFACE MOTION
 NE0684
 NE0684  HISTORY     - Date     Condition        Report By
 NE0684  HISTORY     - 1916     MONUMENTED       CGS
 NE0684  HISTORY     - 1934     GOOD             NGS
 NE0684  HISTORY     - 1963     GOOD             NGS
 NE0684  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0684
 NE0684                          STATION DESCRIPTION
 NE0684
 NE0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0684'1.9 MI E FROM DEXTER.
 NE0684'1.9 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0684'AT DEXTER, WASHTENAW COUNTY, NEAR THE RIVER BEND TO THE NORTH, 1/4
 NE0684'MILE WEST OF THE FIRST BRIDGE EAST OF DEXTER, AT A DIRT-ROAD
 NE0684'CROSSING, 15 YARDS NORTH OF THE TRACK, AND 10 YARDS WEST OF THE
 NE0684'DIRT ROAD.  A STANDARD DISK, STAMPED ELEV 848.328 FT J 20 1916 AND
 NE0684'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 NE0684'GROUND.
 NE0684
 NE0684                          STATION RECOVERY (1963)
 NE0684
 NE0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 NE0684'RECOVERED IN GOOD CONDITION.
 NE0684
 NE0684                          STATION RECOVERY (1985)
 NE0684
 NE0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0684'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0286 ***********************************************************************
 QK0286  DESIGNATION -  J 200
 QK0286  PID         -  QK0286
 QK0286  STATE/COUNTY-  MI/MACKINAC
 QK0286  USGS QUAD   -  MORAN (1976)
 QK0286
 QK0286                         *CURRENT SURVEY CONTROL
 QK0286  ___________________________________________________________________
 QK0286* NAD 83(1986)-  45 55 04.     (N)    084 52 28.     (W)     SCALED    
 QK0286* NAVD 88     -       178.205  (meters)     584.66   (feet)  ADJUSTED  
 QK0286  ___________________________________________________________________
 QK0286  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0286  DYNAMIC HT  -         178.214 (meters)     584.69  (feet)  COMP
 QK0286  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 QK0286
 QK0286  VERT ORDER  -  FIRST     CLASS 0
 QK0286
 QK0286.The horizontal coordinates were scaled from a topographic map and have
 QK0286.an estimated accuracy of +/- 6 seconds.
 QK0286
 QK0286.The orthometric height was determined by differential leveling
 QK0286.and adjusted by the National Geodetic Survey in June 1991..
 QK0286
 QK0286.The geoid height was determined by GEOID03.
 QK0286
 QK0286.The dynamic height is computed by dividing the NAVD 88
 QK0286.geopotential number by the normal gravity value computed on the
 QK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0286.degrees latitude (g = 980.6199 gals.).
 QK0286
 QK0286.The modeled gravity was interpolated from observed gravity values.
 QK0286
 QK0286;                    North         East    Units  Estimated Accuracy
 QK0286;SPC MI N     -   128,300.    8,164,860.      MT  (+/- 180 meters Scaled)
 QK0286
 QK0286                          SUPERSEDED SURVEY CONTROL
 QK0286
 QK0286  NGVD 29 (??/??/92)  178.250  (m)          584.81   (f) ADJ UNCH    1 0
 QK0286
 QK0286.Superseded values are not recommended for survey control.
 QK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0286.See file dsdata.txt to determine how the superseded data were derived.
 QK0286
 QK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR648871(NAD 83)
 QK0286_MARKER: DB = BENCH MARK DISK
 QK0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0286_SP_SET: CULVERT
 QK0286_STAMPING: J 200 1972
 QK0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0286+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0286
 QK0286  HISTORY     - Date     Condition        Report By
 QK0286  HISTORY     - 1972     MONUMENTED       NGS
 QK0286  HISTORY     - 19950703 GOOD             USPSQD
 QK0286  HISTORY     - 20010331 GOOD             NGS
 QK0286  HISTORY     - 20030606 GOOD             USPSQD
 QK0286  HISTORY     - 20060830 GOOD             USPSQD
 QK0286
 QK0286                          STATION DESCRIPTION
 QK0286
 QK0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0286'9.5 MI NW FROM ST IGNACE.
 QK0286'ABOUT 9.5 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0286'OVER I 75 AT ST IGNACE, IN SECTION 25, R 5 W, T 41 N, SET ON
 QK0286'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL
 QK0286'FOR A 20-FOOT CONCRETE BRIDGE OVER THE PTE AUX CHENES RIVER,
 QK0286'30 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 QK0286'SOUTHEAST OF THE NORTHWEST END OF THE HEADWALL AND 4 FEET BELOW
 QK0286'THE LEVEL OF THE HIGHWAY.  SECTION 25, T41N, R5W.
 QK0286
 QK0286                          STATION RECOVERY (1995)
 QK0286
 QK0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0286'RECOVERED IN GOOD CONDITION.
 QK0286
 QK0286                          STATION RECOVERY (2001)
 QK0286
 QK0286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0286'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0286
 QK0286                          STATION RECOVERY (2003)
 QK0286
 QK0286'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0286'RECOVERED IN GOOD CONDITION.
 QK0286
 QK0286                          STATION RECOVERY (2006)
 QK0286
 QK0286'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0400 ***********************************************************************
 RJ0400  DESIGNATION -  J 201
 RJ0400  PID         -  RJ0400
 RJ0400  STATE/COUNTY-  MI/MACKINAC
 RJ0400  USGS QUAD   -  HOG ISLAND POINT (1973)
 RJ0400
 RJ0400                         *CURRENT SURVEY CONTROL
 RJ0400  ___________________________________________________________________
 RJ0400* NAD 83(1986)-  46 03 55.     (N)    085 15 06.     (W)     SCALED    
 RJ0400* NAVD 88     -       178.879  (meters)     586.87   (feet)  ADJUSTED  
 RJ0400  ___________________________________________________________________
 RJ0400  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0400  DYNAMIC HT  -         178.891 (meters)     586.91  (feet)  COMP
 RJ0400  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 RJ0400
 RJ0400  VERT ORDER  -  FIRST     CLASS 0
 RJ0400
 RJ0400.The horizontal coordinates were scaled from a topographic map and have
 RJ0400.an estimated accuracy of +/- 6 seconds.
 RJ0400
 RJ0400.The orthometric height was determined by differential leveling
 RJ0400.and adjusted by the National Geodetic Survey in June 1991..
 RJ0400
 RJ0400.The geoid height was determined by GEOID03.
 RJ0400
 RJ0400.The dynamic height is computed by dividing the NAVD 88
 RJ0400.geopotential number by the normal gravity value computed on the
 RJ0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0400.degrees latitude (g = 980.6199 gals.).
 RJ0400
 RJ0400.The modeled gravity was interpolated from observed gravity values.
 RJ0400
 RJ0400;                    North         East    Units  Estimated Accuracy
 RJ0400;SPC MI N     -   143,970.    8,135,250.      MT  (+/- 180 meters Scaled)
 RJ0400
 RJ0400                          SUPERSEDED SURVEY CONTROL
 RJ0400
 RJ0400  NGVD 29 (??/??/92)  178.920  (m)          587.01   (f) ADJ UNCH    1 0
 RJ0400
 RJ0400.Superseded values are not recommended for survey control.
 RJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0400.See file dsdata.txt to determine how the superseded data were derived.
 RJ0400
 RJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS352027(NAD 83)
 RJ0400_MARKER: DB = BENCH MARK DISK
 RJ0400_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0400_SP_SET: 39 FT
 RJ0400_STAMPING: J 201 1972
 RJ0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0400+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 RJ0400
 RJ0400  HISTORY     - Date     Condition        Report By
 RJ0400  HISTORY     - 1972     MONUMENTED       NGS
 RJ0400  HISTORY     - 19950815 GOOD             USPSQD
 RJ0400  HISTORY     - 20030606 GOOD             USPSQD
 RJ0400  HISTORY     - 20060830 GOOD             USPSQD
 RJ0400
 RJ0400                          STATION DESCRIPTION
 RJ0400
 RJ0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0400'10.8 MI NW FROM BREVORT.
 RJ0400'ABOUT 10.85 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 RJ0400'TRINITY LUTHERAN CHURCH AT BREVORT, ABOUT 0.7 MILE EAST OF A
 RJ0400'BRIDGE OVER DAVENPORT CREEK, AT A SMALL CLEARING BETWEEN THE
 RJ0400'HIGHWAY AND LAKE MICHIGAN, 101 FEET SOUTH OF THE CENTER LINE
 RJ0400'OF THE HIGHWAY, 86 FEET NORTHWEST OF THE SOUTHWEST LEG SUPPORTING
 RJ0400'A MOTEL SIGN, 40 FEET NORTHEAST OF A LONE 12 INCH BIRCH TREE,
 RJ0400'2 1/2 FEET WEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER,
 RJ0400'1.2 FEET EAST OF A METAL WITNESS POST, 6 FEET BELOW THE LEVEL
 RJ0400'OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0400'STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS
 RJ0400'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 RJ0400'TO REFUSAL AT A DEPTH OF 39 FEET.  SECTION 1, T42N, R7W.
 RJ0400
 RJ0400                          STATION RECOVERY (1995)
 RJ0400
 RJ0400'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0400'RECOVERED IN GOOD CONDITION.
 RJ0400
 RJ0400                          STATION RECOVERY (2003)
 RJ0400
 RJ0400'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0400'RECOVERED IN GOOD CONDITION.
 RJ0400
 RJ0400                          STATION RECOVERY (2006)
 RJ0400
 RJ0400'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0519 ***********************************************************************
 RJ0519  DESIGNATION -  J 202
 RJ0519  PID         -  RJ0519
 RJ0519  STATE/COUNTY-  MI/MACKINAC
 RJ0519  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0519
 RJ0519                         *CURRENT SURVEY CONTROL
 RJ0519  ___________________________________________________________________
 RJ0519* NAD 83(1986)-  46 06 04.     (N)    085 50 34.     (W)     SCALED    
 RJ0519* NAVD 88     -       232.369  (meters)     762.36   (feet)  ADJUSTED  
 RJ0519  ___________________________________________________________________
 RJ0519  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RJ0519  DYNAMIC HT  -         232.382 (meters)     762.41  (feet)  COMP
 RJ0519  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RJ0519
 RJ0519  VERT ORDER  -  FIRST     CLASS 0
 RJ0519
 RJ0519.The horizontal coordinates were scaled from a topographic map and have
 RJ0519.an estimated accuracy of +/- 6 seconds.
 RJ0519
 RJ0519.The orthometric height was determined by differential leveling
 RJ0519.and adjusted by the National Geodetic Survey in June 1991..
 RJ0519
 RJ0519.The geoid height was determined by GEOID03.
 RJ0519
 RJ0519.The dynamic height is computed by dividing the NAVD 88
 RJ0519.geopotential number by the normal gravity value computed on the
 RJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0519.degrees latitude (g = 980.6199 gals.).
 RJ0519
 RJ0519.The modeled gravity was interpolated from observed gravity values.
 RJ0519
 RJ0519;                    North         East    Units  Estimated Accuracy
 RJ0519;SPC MI N     -   147,120.    8,089,470.      MT  (+/- 180 meters Scaled)
 RJ0519
 RJ0519                          SUPERSEDED SURVEY CONTROL
 RJ0519
 RJ0519  NGVD 29 (??/??/92)  232.405  (m)          762.48   (f) ADJ UNCH    1 0
 RJ0519
 RJ0519.Superseded values are not recommended for survey control.
 RJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0519.See file dsdata.txt to determine how the superseded data were derived.
 RJ0519
 RJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES894059(NAD 83)
 RJ0519_MARKER: DB = BENCH MARK DISK
 RJ0519_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0519_SP_SET: 3 FEET
 RJ0519_STAMPING: J 202 1972
 RJ0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0519+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0519
 RJ0519  HISTORY     - Date     Condition        Report By
 RJ0519  HISTORY     - 1972     MONUMENTED       NGS
 RJ0519  HISTORY     - 20021030 GOOD             MIDT
 RJ0519  HISTORY     - 20021111 GOOD             USPSQD
 RJ0519  HISTORY     - 20040416 GOOD             USPSQD
 RJ0519  HISTORY     - 20060915 GOOD             USPSQD
 RJ0519
 RJ0519                          STATION DESCRIPTION
 RJ0519
 RJ0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0519'7.4 MI W FROM GOULD CITY.
 RJ0519'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE
 RJ0519'AT GOULD CITY, THENCE 7. MILES WEST ALONG U.S. HIGHWAY 2, ABOUT
 RJ0519'100 YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE SOUTHEAST
 RJ0519'CORNER OF LAFFREYS SHELL SERVICE STATION AND CAFE, 112 FEET SOUTH
 RJ0519'OF THE CENTER LINE OF THE HIGHWAY, 105 FEET WEST OF THE CENTER
 RJ0519'LINE OF A GRAVELED ROAD LEADING SOUTH.  220 FEET NORTHEAST OF
 RJ0519'POWER LINE POLE 1857 (MOST NORTHERLY ONE OF TWO POLES), 10 FEET
 RJ0519'NORTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, ALONG
 RJ0519'NORTH SIDE OF 2 LONG ROWS OF PINE TREES, 0.8 FOOT SOUTH OF A
 RJ0519'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND IS A DISK
 RJ0519'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 RJ0519'LEVEL OF THE GROUND AND ENCASED IN A 6 INCH PIPE THAT PROJECTS
 RJ0519'2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 RJ0519'REFUSAL AT A DEPTH OF 3 FEET.  SEC 30, T 43 N, R 12 W.
 RJ0519'NOTE-- THE ROD COULD NOT BE PULLED OUT.  PROBABLY IMBEDDED IN
 RJ0519'CRACK IN ROCK.
 RJ0519
 RJ0519                          STATION RECOVERY (2002)
 RJ0519
 RJ0519'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0519'LAFFREYS SHELL SERVICE STATION AND CAFE IS NOW THE OFFICE OF SCHEALL'S
 RJ0519'MOTEL
 RJ0519
 RJ0519                          STATION RECOVERY (2002)
 RJ0519
 RJ0519'RECOVERY NOTE BY US POWER SQUADRON 2002
 RJ0519'RECOVERED IN GOOD CONDITION.
 RJ0519
 RJ0519                          STATION RECOVERY (2004)
 RJ0519
 RJ0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0519'RECOVERED IN GOOD CONDITION.
 RJ0519
 RJ0519                          STATION RECOVERY (2006)
 RJ0519
 RJ0519'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0051 ***********************************************************************
 QL0051  DESIGNATION -  J 203
 QL0051  PID         -  QL0051
 QL0051  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0051  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0051
 QL0051                         *CURRENT SURVEY CONTROL
 QL0051  ___________________________________________________________________
 QL0051* NAD 83(1986)-  45 57 39.     (N)    086 14 33.     (W)     SCALED    
 QL0051* NAVD 88     -       185.814  (meters)     609.62   (feet)  ADJUSTED  
 QL0051  ___________________________________________________________________
 QL0051  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0051  DYNAMIC HT  -         185.819 (meters)     609.64  (feet)  COMP
 QL0051  MODELED GRAV-     980,639.5   (mgal)                       NAVD 88
 QL0051
 QL0051  VERT ORDER  -  FIRST     CLASS 0
 QL0051
 QL0051.The horizontal coordinates were scaled from a topographic map and have
 QL0051.an estimated accuracy of +/- 6 seconds.
 QL0051
 QL0051.The orthometric height was determined by differential leveling
 QL0051.and adjusted by the National Geodetic Survey in June 1991..
 QL0051
 QL0051.The geoid height was determined by GEOID03.
 QL0051
 QL0051.The dynamic height is computed by dividing the NAVD 88
 QL0051.geopotential number by the normal gravity value computed on the
 QL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0051.degrees latitude (g = 980.6199 gals.).
 QL0051
 QL0051.The modeled gravity was interpolated from observed gravity values.
 QL0051
 QL0051;                    North         East    Units  Estimated Accuracy
 QL0051;SPC MI N     -   131,150.    8,058,710.      MT  (+/- 180 meters Scaled)
 QL0051
 QL0051                          SUPERSEDED SURVEY CONTROL
 QL0051
 QL0051  NGVD 29 (??/??/92)  185.80   (m)          609.6    (f) COMPUTED    1 0
 QL0051
 QL0051.Superseded values are not recommended for survey control.
 QL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0051.See file dsdata.txt to determine how the superseded data were derived.
 QL0051
 QL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER586899(NAD 83)
 QL0051_MARKER: DB = BENCH MARK DISK
 QL0051_SETTING: 66 = SET IN ROCK OUTCROP
 QL0051_SP_SET: LIMESTONE ROCK
 QL0051_STAMPING: J 203 1972
 QL0051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0051+STABILITY: POSITION/ELEVATION WELL
 QL0051
 QL0051  HISTORY     - Date     Condition        Report By
 QL0051  HISTORY     - 1972     MONUMENTED       NGS
 QL0051
 QL0051                          STATION DESCRIPTION
 QL0051
 QL0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0051'0.4 MI N FROM MANISTIQUE.
 QL0051'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0051'AT MANISTIQUE, AT A SHARP CURVE IN THE HIGHWAY, THENCE 0.1 MILE
 QL0051'EAST ACROSS RECREATIONAL GROUNDS, NEAR A BRICK BUILDING, (BAND
 QL0051'SHELL) 36 1/2 FEET SOUTH OF THE SOUTH EDGE OF A LAKE, 12 FEET
 QL0051'SOUTH OF A FENCE AROUND THE LAKE, 1.8 FEET NORTH OF THE NORTHEAST
 QL0051'CORNER OF THE BUILDING, SET IN THE TOP OF A LARGE FLAT LIMESTONE
 QL0051'ROCK AND FLUSH WITH THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0108 ***********************************************************************
 QL0108  DESIGNATION -  J 204
 QL0108  PID         -  QL0108
 QL0108  STATE/COUNTY-  MI/DELTA
 QL0108  USGS QUAD   -  ST JACQUES (1985)
 QL0108
 QL0108                         *CURRENT SURVEY CONTROL
 QL0108  ___________________________________________________________________
 QL0108* NAD 83(1986)-  45 53 43.     (N)    086 43 56.     (W)     SCALED    
 QL0108* NAVD 88     -       187.406  (meters)     614.85   (feet)  ADJUSTED  
 QL0108  ___________________________________________________________________
 QL0108  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0108  DYNAMIC HT  -         187.406 (meters)     614.85  (feet)  COMP
 QL0108  MODELED GRAV-     980,615.1   (mgal)                       NAVD 88
 QL0108
 QL0108  VERT ORDER  -  FIRST     CLASS 0
 QL0108
 QL0108.The horizontal coordinates were scaled from a topographic map and have
 QL0108.an estimated accuracy of +/- 6 seconds.
 QL0108
 QL0108.The orthometric height was determined by differential leveling
 QL0108.and adjusted by the National Geodetic Survey in June 1991..
 QL0108
 QL0108.The geoid height was determined by GEOID03.
 QL0108
 QL0108.The dynamic height is computed by dividing the NAVD 88
 QL0108.geopotential number by the normal gravity value computed on the
 QL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0108.degrees latitude (g = 980.6199 gals.).
 QL0108
 QL0108.The modeled gravity was interpolated from observed gravity values.
 QL0108
 QL0108;                    North         East    Units  Estimated Accuracy
 QL0108;SPC MI N     -   123,620.    8,020,780.      MT  (+/- 180 meters Scaled)
 QL0108
 QL0108                          SUPERSEDED SURVEY CONTROL
 QL0108
 QL0108  NGVD 29 (??/??/92)  187.41   (m)          614.9    (f) COMPUTED    1 0
 QL0108
 QL0108.Superseded values are not recommended for survey control.
 QL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0108.See file dsdata.txt to determine how the superseded data were derived.
 QL0108
 QL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER207824(NAD 83)
 QL0108_MARKER: DB = BENCH MARK DISK
 QL0108_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0108_SP_SET: 41.5 FT
 QL0108_STAMPING: J 204 1972
 QL0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0108+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0108
 QL0108  HISTORY     - Date     Condition        Report By
 QL0108  HISTORY     - 1972     MONUMENTED       NGS
 QL0108  HISTORY     - 20020313 GOOD             MIDT
 QL0108  HISTORY     - 20060918 GOOD             USPSQD
 QL0108
 QL0108                          STATION DESCRIPTION
 QL0108
 QL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0108'12.5 MI E FROM RAPID RIVER.
 QL0108'ABOUT 12.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 QL0108'OF MAIN STREET AT RAPID RIVER, 1.1 WEST ALONG U.S. HIGHWAY 2
 QL0108'FROM THE JUNCTION OF COUNTY ROAD 497 AT NAHMA JUNCTION, 97 1/2
 QL0108'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY (UNDER
 QL0108'CONSTRUCTION), 56 FEET SOUTH OF THE CENTER LINE OF OLD U.S.
 QL0108'HIGHWAY 2, 7 FEET SOUTH OF A POWER LINE POLE, 5 1/2 FEET
 QL0108'NORTHEAST OF A 10 INCH SPRUCE TREE, 1.2 FEET SOUTH OF A METAL
 QL0108'WITNESS POST, ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 QL0108'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT PROJECTS
 QL0108'2 INCHES ABOVE THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 QL0108'PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 QL0108'THE ROD WAS DRIVEN TO A DEPTH OF 41 1/2 FEET.  SECTION 2, T 40 N,
 QL0108'R 19 W.
 QL0108
 QL0108                          STATION RECOVERY (2002)
 QL0108
 QL0108'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0108'RECOVERED IN GOOD CONDITION.
 QL0108
 QL0108                          STATION RECOVERY (2006)
 QL0108
 QL0108'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0192 ***********************************************************************
 QL0192  DESIGNATION -  J 205
 QL0192  PID         -  QL0192
 QL0192  STATE/COUNTY-  MI/DELTA
 QL0192  USGS QUAD   -  GLADSTONE (1985)
 QL0192
 QL0192                         *CURRENT SURVEY CONTROL
 QL0192  ___________________________________________________________________
 QL0192* NAD 83(1986)-  45 51 36.     (N)    087 01 32.     (W)     SCALED    
 QL0192* NAVD 88     -       180.060  (meters)     590.75   (feet)  ADJUSTED  
 QL0192  ___________________________________________________________________
 QL0192  GEOID HEIGHT-         -35.55  (meters)                     GEOID03
 QL0192  DYNAMIC HT  -         180.061 (meters)     590.75  (feet)  COMP
 QL0192  MODELED GRAV-     980,619.8   (mgal)                       NAVD 88
 QL0192
 QL0192  VERT ORDER  -  FIRST     CLASS 0
 QL0192
 QL0192.The horizontal coordinates were scaled from a topographic map and have
 QL0192.an estimated accuracy of +/- 6 seconds.
 QL0192
 QL0192.The orthometric height was determined by differential leveling
 QL0192.and adjusted by the National Geodetic Survey in June 1991..
 QL0192
 QL0192.The geoid height was determined by GEOID03.
 QL0192
 QL0192.The dynamic height is computed by dividing the NAVD 88
 QL0192.geopotential number by the normal gravity value computed on the
 QL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0192.degrees latitude (g = 980.6199 gals.).
 QL0192
 QL0192.The modeled gravity was interpolated from observed gravity values.
 QL0192
 QL0192;                    North         East    Units  Estimated Accuracy
 QL0192;SPC MI N     -   119,670.    7,998,020.      MT  (+/- 180 meters Scaled)
 QL0192
 QL0192                          SUPERSEDED SURVEY CONTROL
 QL0192
 QL0192.No superseded survey control is available for this station.
 QL0192
 QL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR980784(NAD 83)
 QL0192_MARKER: DB = BENCH MARK DISK
 QL0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0192_SP_SET: FOUNDATION
 QL0192_STAMPING: J 205 1972
 QL0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0192+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0192
 QL0192  HISTORY     - Date     Condition        Report By
 QL0192  HISTORY     - 1972     MONUMENTED       NGS
 QL0192  HISTORY     - 1975     GOOD             NOS
 QL0192  HISTORY     - 1977     GOOD             MIDH
 QL0192  HISTORY     - 19910804 GOOD             USPSQD
 QL0192  HISTORY     - 20020713 GOOD             USPSQD
 QL0192  HISTORY     - 20020820 GOOD             MIDT
 QL0192  HISTORY     - 20041101 GOOD             USPSQD
 QL0192  HISTORY     - 20060820 GOOD             USPSQD
 QL0192
 QL0192                          STATION DESCRIPTION
 QL0192
 QL0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0192'1.2 MI NE FROM GLADSTONE.
 QL0192'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0192'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, AT THE
 QL0192'MOST NORTHEASTERLY ONE OF 2 CONCRETE U.S. HIGHWAY 2 OVERPASS
 QL0192'OVER THE TRACK, 23 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN
 QL0192'THE TOP OF THE SOUTHWEST END OF THE CONCRETE FOUNDATION
 QL0192'SUPPORTING 4 CONCRETE PILLARS FOR OVERPASS, 1 FOOT NORTHEAST
 QL0192'OF THE MOST SOUTHWESTERLY ONE OF THE 4 PILLARS AND 3 1/2 FEET
 QL0192'ABOVE THE LEVEL OF THE TRACK.  SECTION 16, T 40 N, R 22 W.
 QL0192
 QL0192                          STATION RECOVERY (1975)
 QL0192
 QL0192'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0192'1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS ST. PAUL AND SAULTE STE.
 QL0192'MARIE RAILROAD FROM THE STATION AT GLADSTONE, AT THE MOST
 QL0192'NORTHEASTERLY ONE OF TWO CONCRETE U.S. HIGHWAY 2 OVERPASSES OVER THE
 QL0192'TRACK, 23 FT. NORTHWEST OF THE NORTHWEST RAIL, ON TOP OF THE SOUTHWEST
 QL0192'END OF THE CONCRETE FOUNDATION SUPPORTING 4 CONCRETE PILLARS FOR
 QL0192'OVERPASS, 1 FT. NORTHEAST OF THE MOST SOUTHWESTERLY ONE OF THE 4
 QL0192'PILLARS.
 QL0192
 QL0192                          STATION RECOVERY (1977)
 QL0192
 QL0192'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 QL0192'RECOVERED IN GOOD CONDITION.
 QL0192
 QL0192                          STATION RECOVERY (1991)
 QL0192
 QL0192'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0192'RECOVERED IN GOOD CONDITION.
 QL0192
 QL0192                          STATION RECOVERY (2002)
 QL0192
 QL0192'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0192'RECOVERED IN GOOD CONDITION.
 QL0192
 QL0192                          STATION RECOVERY (2002)
 QL0192
 QL0192'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0192'NOTE-THE BM IS BELOW LEVEL WITH THE HIGHWAY, IN THE NE FOOTING FOR THE
 QL0192'PIERS OF THE EAST BOUND LANES OF US-2 RAILROAD OVERPASS.
 QL0192
 QL0192                          STATION RECOVERY (2004)
 QL0192
 QL0192'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0192'RECOVERED IN GOOD CONDITION.
 QL0192
 QL0192                          STATION RECOVERY (2006)
 QL0192
 QL0192'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0499 ***********************************************************************
 RJ0499  DESIGNATION -  J 206
 RJ0499  PID         -  RJ0499
 RJ0499  STATE/COUNTY-  MI/MACKINAC
 RJ0499  USGS QUAD   -  GOULD CITY (1973)
 RJ0499
 RJ0499                         *CURRENT SURVEY CONTROL
 RJ0499  ___________________________________________________________________
 RJ0499* NAD 83(1986)-  46 06 05.     (N)    085 37 45.     (W)     SCALED    
 RJ0499* NAVD 88     -       208.889  (meters)     685.33   (feet)  ADJUSTED  
 RJ0499  ___________________________________________________________________
 RJ0499  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0499  DYNAMIC HT  -         208.900 (meters)     685.37  (feet)  COMP
 RJ0499  MODELED GRAV-     980,664.8   (mgal)                       NAVD 88
 RJ0499
 RJ0499  VERT ORDER  -  FIRST     CLASS 0
 RJ0499
 RJ0499.The horizontal coordinates were scaled from a topographic map and have
 RJ0499.an estimated accuracy of +/- 6 seconds.
 RJ0499
 RJ0499.The orthometric height was determined by differential leveling
 RJ0499.and adjusted by the National Geodetic Survey in June 1991..
 RJ0499
 RJ0499.The geoid height was determined by GEOID03.
 RJ0499
 RJ0499.The dynamic height is computed by dividing the NAVD 88
 RJ0499.geopotential number by the normal gravity value computed on the
 RJ0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0499.degrees latitude (g = 980.6199 gals.).
 RJ0499
 RJ0499.The modeled gravity was interpolated from observed gravity values.
 RJ0499
 RJ0499;                    North         East    Units  Estimated Accuracy
 RJ0499;SPC MI N     -   147,410.    8,105,980.      MT  (+/- 180 meters Scaled)
 RJ0499
 RJ0499                          SUPERSEDED SURVEY CONTROL
 RJ0499
 RJ0499  NGVD 29 (??/??/92)  208.87   (m)          685.3    (f) COMPUTED    1 0
 RJ0499
 RJ0499.Superseded values are not recommended for survey control.
 RJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0499.See file dsdata.txt to determine how the superseded data were derived.
 RJ0499
 RJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS059062(NAD 83)
 RJ0499_MARKER: DB = BENCH MARK DISK
 RJ0499_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0499_SP_SET: BRIDGE ABUTMENT
 RJ0499_STAMPING: J 206 1972
 RJ0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0499+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0499
 RJ0499  HISTORY     - Date     Condition        Report By
 RJ0499  HISTORY     - 1972     MONUMENTED       NGS
 RJ0499  HISTORY     - 19940727 GOOD             USPSQD
 RJ0499  HISTORY     - 20021030 GOOD             MIDT
 RJ0499  HISTORY     - 20040416 GOOD             USPSQD
 RJ0499  HISTORY     - 20060915 GOOD             USPSQD
 RJ0499
 RJ0499                          STATION DESCRIPTION
 RJ0499
 RJ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0499'3.8 MI E FROM GOULD CITY.
 RJ0499'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0499'OFFICE AT GOULD CITY, THENCE 3.4 MILES EAST ALONG U.S. HIGHWAY
 RJ0499'2, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT FOR A
 RJ0499'20-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 32 1/2 FEET SOUTH
 RJ0499'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTH OF THE SOUTH
 RJ0499'END OF THE ABUTMENT AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0499
 RJ0499                          STATION RECOVERY (1994)
 RJ0499
 RJ0499'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0499'RECOVERED IN GOOD CONDITION.
 RJ0499
 RJ0499                          STATION RECOVERY (2002)
 RJ0499
 RJ0499'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0499'RECOVERED AS DESCRIBED
 RJ0499
 RJ0499                          STATION RECOVERY (2004)
 RJ0499
 RJ0499'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0499'RECOVERED IN GOOD CONDITION.
 RJ0499
 RJ0499                          STATION RECOVERY (2006)
 RJ0499
 RJ0499'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0238 ***********************************************************************
 QL0238  DESIGNATION -  J 207
 QL0238  PID         -  QL0238
 QL0238  STATE/COUNTY-  MI/DELTA
 QL0238  USGS QUAD   -  SEAGULL POINT (1989)
 QL0238
 QL0238                         *CURRENT SURVEY CONTROL
 QL0238  ___________________________________________________________________
 QL0238* NAD 83(1986)-  45 33 12.     (N)    087 16 08.     (W)     SCALED    
 QL0238* NAVD 88     -       188.112  (meters)     617.16   (feet)  ADJUSTED  
 QL0238  ___________________________________________________________________
 QL0238  GEOID HEIGHT-         -36.29  (meters)                     GEOID03
 QL0238  DYNAMIC HT  -         188.105 (meters)     617.14  (feet)  COMP
 QL0238  MODELED GRAV-     980,577.7   (mgal)                       NAVD 88
 QL0238
 QL0238  VERT ORDER  -  FIRST     CLASS 0
 QL0238
 QL0238.The horizontal coordinates were scaled from a topographic map and have
 QL0238.an estimated accuracy of +/- 6 seconds.
 QL0238
 QL0238.The orthometric height was determined by differential leveling
 QL0238.and adjusted by the National Geodetic Survey in June 1991..
 QL0238
 QL0238.The geoid height was determined by GEOID03.
 QL0238
 QL0238.The dynamic height is computed by dividing the NAVD 88
 QL0238.geopotential number by the normal gravity value computed on the
 QL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0238.degrees latitude (g = 980.6199 gals.).
 QL0238
 QL0238.The modeled gravity was interpolated from observed gravity values.
 QL0238
 QL0238;                    North         East    Units  Estimated Accuracy
 QL0238;SPC MI N     -    85,620.    7,979,000.      MT  (+/- 180 meters Scaled)
 QL0238
 QL0238                          SUPERSEDED SURVEY CONTROL
 QL0238
 QL0238.No superseded survey control is available for this station.
 QL0238
 QL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR790444(NAD 83)
 QL0238_MARKER: DV = VERTICAL CONTROL DISK
 QL0238_SETTING: 80 = SET IN A BOULDER
 QL0238_SP_SET: BOULDER
 QL0238_STAMPING: J 207 1972
 QL0238_MARK LOGO: NGS   
 QL0238_PROJECTION: FLUSH
 QL0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0238+STABILITY: SURFACE MOTION
 QL0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0238+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 QL0238
 QL0238  HISTORY     - Date     Condition        Report By
 QL0238  HISTORY     - 1972     MONUMENTED       NGS
 QL0238  HISTORY     - 1990     GOOD             USPSQD
 QL0238  HISTORY     - 19910425 GOOD             USPSQD
 QL0238  HISTORY     - 19961029 GOOD             USPSQD
 QL0238  HISTORY     - 19980223 GOOD             MIDT
 QL0238  HISTORY     - 20011025 GOOD             USPSQD
 QL0238  HISTORY     - 20030411 GOOD             USPSQD
 QL0238  HISTORY     - 20040914 GOOD             DAVWAN
 QL0238  HISTORY     - 20060406 GOOD             USPSQD
 QL0238
 QL0238                          STATION DESCRIPTION
 QL0238
 QL0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0238'11.2 MI NE FROM CEDAR RIVER.
 QL0238'ABOUT 11.2 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0238'POST OFFICE AT CEDAR RIVER, ABOUT 0.25 MILE NORTH OF THE
 QL0238'DELTA-MENOMINEE COUNTY LINE, AT THE OUTSIDE OF A CURVE IN THE
 QL0238'HIGHWAY, SET IN THE TOP OF A BURIED BOULDER THAT IS 10 FEET
 QL0238'WIDE AND 2 1/2 FEET HIGH ON THE NORTHEAST SIDE, 86 FEET WEST OF
 QL0238'THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF POWER POLE
 QL0238'12-575 E- 70, 2 FEET NORTHEAST OF THE SOUTHWEST SIDE OF THE
 QL0238'ROCK, 1.2 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT
 QL0238'LEVEL WITH THE HIGHWAY.  SECTION 33, T37N, R24W.
 QL0238
 QL0238                          STATION RECOVERY (1990)
 QL0238
 QL0238'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0238'RECOVERED IN GOOD CONDITION.
 QL0238
 QL0238                          STATION RECOVERY (1991)
 QL0238
 QL0238'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0238'RECOVERED IN GOOD CONDITION.
 QL0238
 QL0238                          STATION RECOVERY (1996)
 QL0238
 QL0238'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0238'RECOVERED IN GOOD CONDITION.
 QL0238
 QL0238                          STATION RECOVERY (1998)
 QL0238
 QL0238'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 QL0238'RECOVERED AS DESCRIBED.
 QL0238
 QL0238                          STATION RECOVERY (2001)
 QL0238
 QL0238'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0238'RECOVERED IN GOOD CONDITION.
 QL0238
 QL0238                          STATION RECOVERY (2003)
 QL0238
 QL0238'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0238'RECOVERED IN GOOD CONDITION.
 QL0238
 QL0238                          STATION RECOVERY (2004)
 QL0238
 QL0238'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0238'RECOVERED IN GOOD CONDITION.
 QL0238
 QL0238                          STATION RECOVERY (2006)
 QL0238
 QL0238'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0429 ***********************************************************************
 QL0429  DESIGNATION -  J 208 RESET 1981
 QL0429  PID         -  QL0429
 QL0429  STATE/COUNTY-  MI/MENOMINEE
 QL0429  USGS QUAD   -  BIRCH CREEK (1976)
 QL0429
 QL0429                         *CURRENT SURVEY CONTROL
 QL0429  ___________________________________________________________________
 QL0429* NAD 83(1986)-  45 10 07.     (N)    087 35 05.     (W)     SCALED    
 QL0429* NAVD 88     -       177.82   (meters)     583.4    (feet)  RESET     
 QL0429  ___________________________________________________________________
 QL0429  GEOID HEIGHT-         -37.00  (meters)                     GEOID03
 QL0429
 QL0429  VERT ORDER  -  THIRD
 QL0429
 QL0429.The horizontal coordinates were scaled from a topographic map and have
 QL0429.an estimated accuracy of +/- 6 seconds.
 QL0429
 QL0429.The orthometric height was computed from unverified reset data.
 QL0429.No vertical observational check was made to the station.
 QL0429
 QL0429.The geoid height was determined by GEOID03.
 QL0429
 QL0429;                    North         East    Units  Estimated Accuracy
 QL0429;SPC MI N     -    42,990.    7,954,030.      MT  (+/- 180 meters Scaled)
 QL0429
 QL0429                          SUPERSEDED SURVEY CONTROL
 QL0429
 QL0429.No superseded survey control is available for this station.
 QL0429
 QL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR540018(NAD 83)
 QL0429_MARKER: DB = BENCH MARK DISK
 QL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0429_STAMPING: J 208 RESET 1981
 QL0429_PROJECTION: FLUSH
 QL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0429+STABILITY: SURFACE MOTION
 QL0429
 QL0429  HISTORY     - Date     Condition        Report By
 QL0429  HISTORY     - 1981     MONUMENTED       MIDH
 QL0429  HISTORY     - 1990     GOOD             USPSQD
 QL0429  HISTORY     - 19910821 GOOD             USPSQD
 QL0429  HISTORY     - 19961012 GOOD             USPSQD
 QL0429  HISTORY     - 20040817 GOOD             WILCOX
 QL0429  HISTORY     - 20060409 GOOD             USPSQD
 QL0429
 QL0429                          STATION DESCRIPTION
 QL0429
 QL0429'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 QL0429'2.9 MI NE FROM MENOMINEE.
 QL0429'2.9 MILES NORTHEAST ALONG STATE HIGHWAY M-35 FROM THE JUNCTION OF
 QL0429'U.S. HIGHWAY 41 IN MENOMINEE, ABOUT 0.25 MILE SOUTHWEST OF THE
 QL0429'JUNCTION OF ELMWOOD ROAD, AT THE OUTSIDE OF A LONG CURVE IN THE
 QL0429'HIGHWAY SET AT THE EDGE OF THE TREE LINE, 66 FEET WEST OF THE HIGHWAY
 QL0429'CENTERLINE, 22 FEET NORTH OF 15 FOOT GRAVEL DRIVE, 9 FEET NORTHWEST
 QL0429'OF FIRE NUMBER POST (MENOMINEE TWP N 1559), WITH A 3 FOOT FENCE IRON
 QL0429'ENCASED.
 QL0429'THE MARK IS 2 FT  E FROM A WITNESS POST.
 QL0429
 QL0429                          STATION RECOVERY (1990)
 QL0429
 QL0429'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0429'RECOVERED IN GOOD CONDITION.
 QL0429
 QL0429                          STATION RECOVERY (1991)
 QL0429
 QL0429'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0429'RECOVERED IN GOOD CONDITION.
 QL0429
 QL0429                          STATION RECOVERY (1996)
 QL0429
 QL0429'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0429'RECOVERED IN GOOD CONDITION.
 QL0429
 QL0429                          STATION RECOVERY (2004)
 QL0429
 QL0429'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0429'RECOVERED IN GOOD CONDITION.
 QL0429
 QL0429                          STATION RECOVERY (2006)
 QL0429
 QL0429'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0473 ***********************************************************************
 NE0473  DESIGNATION -  J 21
 NE0473  PID         -  NE0473
 NE0473  STATE/COUNTY-  MI/WAYNE
 NE0473  USGS QUAD   -  WAYNE (1980)
 NE0473
 NE0473                         *CURRENT SURVEY CONTROL
 NE0473  ___________________________________________________________________
 NE0473* NAD 83(1986)-  42 16 17.     (N)    083 25 36.     (W)     SCALED    
 NE0473* NAVD 88     -       203.607  (meters)     668.00   (feet)  ADJUSTED  
 NE0473  ___________________________________________________________________
 NE0473  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 NE0473  DYNAMIC HT  -         203.545 (meters)     667.80  (feet)  COMP
 NE0473  MODELED GRAV-     980,313.3   (mgal)                       NAVD 88
 NE0473
 NE0473  VERT ORDER  -  FIRST     CLASS II
 NE0473
 NE0473.The horizontal coordinates were scaled from a topographic map and have
 NE0473.an estimated accuracy of +/- 6 seconds.
 NE0473
 NE0473.The orthometric height was determined by differential leveling
 NE0473.and adjusted by the National Geodetic Survey in June 1991..
 NE0473
 NE0473.The geoid height was determined by GEOID03.
 NE0473
 NE0473.The dynamic height is computed by dividing the NAVD 88
 NE0473.geopotential number by the normal gravity value computed on the
 NE0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0473.degrees latitude (g = 980.6199 gals.).
 NE0473
 NE0473.The modeled gravity was interpolated from observed gravity values.
 NE0473
 NE0473;                    North         East    Units  Estimated Accuracy
 NE0473;SPC MI S     -    86,120.    4,077,540.      MT  (+/- 180 meters Scaled)
 NE0473
 NE0473                          SUPERSEDED SURVEY CONTROL
 NE0473
 NE0473  NGVD 29 (??/??/92)  203.741  (m)          668.44   (f) ADJ UNCH    1 2
 NE0473
 NE0473.Superseded values are not recommended for survey control.
 NE0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0473.See file dsdata.txt to determine how the superseded data were derived.
 NE0473
 NE0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG998827(NAD 83)
 NE0473_MARKER: DB = BENCH MARK DISK
 NE0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0473_STAMPING: ELEV 668.440 FT J 21 1916
 NE0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0473+STABILITY: SURFACE MOTION
 NE0473
 NE0473  HISTORY     - Date     Condition        Report By
 NE0473  HISTORY     - 1916     MONUMENTED       CGS
 NE0473  HISTORY     - 1960     GOOD             NGS
 NE0473  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0473  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0473
 NE0473                          STATION DESCRIPTION
 NE0473
 NE0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NE0473'3 MI W FROM WAYNE.
 NE0473'3 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 NE0473'STATION AT WAYNE.  IN THE NORTHEAST CORNER OF THE INTERSECTION
 NE0473'OF THE RAILROAD AND HANNAN ROAD.  45 FEET NORTH OF THE NORTH
 NE0473'RAIL, 26 FEET EAST OF THE CENTERLINE OF HANNAN ROAD, 1 FOOT WEST
 NE0473'OF A STEEL WITNESS SIGN SET BY WAYNE COUNTY ROAD COMMISSION
 NE0473'AND ABOUT 4 FEET LOWER THAN HANNAN ROAD.  SET IN THE TOP OF A
 NE0473'CONCRETE POST AND PROJECTING ABOUT 8 INCHES.
 NE0473
 NE0473                          STATION RECOVERY (1985)
 NE0473
 NE0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0473'THERE HAS BEEN GRADING AT THIS LOCATION.
 NE0473
 NE0473                          STATION RECOVERY (1989)
 NE0473
 NE0473'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0176 ***********************************************************************
 RK0176  DESIGNATION -  J 22
 RK0176  PID         -  RK0176
 RK0176  STATE/COUNTY-  MI/MARQUETTE
 RK0176  USGS QUAD   -  MC FARLAND (1985)
 RK0176
 RK0176                         *CURRENT SURVEY CONTROL
 RK0176  ___________________________________________________________________
 RK0176* NAD 83(1986)-  46 10 48.     (N)    087 14 43.     (W)     SCALED    
 RK0176* NAVD 88     -       331.960  (meters)    1089.11   (feet)  ADJUSTED  
 RK0176  ___________________________________________________________________
 RK0176  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 RK0176  DYNAMIC HT  -         331.968 (meters)    1089.13  (feet)  COMP
 RK0176  MODELED GRAV-     980,628.5   (mgal)                       NAVD 88
 RK0176
 RK0176  VERT ORDER  -  FIRST     CLASS 0
 RK0176
 RK0176.The horizontal coordinates were scaled from a topographic map and have
 RK0176.an estimated accuracy of +/- 6 seconds.
 RK0176
 RK0176.The orthometric height was determined by differential leveling
 RK0176.and adjusted by the National Geodetic Survey in June 1991..
 RK0176
 RK0176.The geoid height was determined by GEOID03.
 RK0176
 RK0176.The dynamic height is computed by dividing the NAVD 88
 RK0176.geopotential number by the normal gravity value computed on the
 RK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0176.degrees latitude (g = 980.6199 gals.).
 RK0176
 RK0176.The modeled gravity was interpolated from observed gravity values.
 RK0176
 RK0176;                    North         East    Units  Estimated Accuracy
 RK0176;SPC MI N     -   155,260.    7,981,060.      MT  (+/- 180 meters Scaled)
 RK0176
 RK0176                          SUPERSEDED SURVEY CONTROL
 RK0176
 RK0176  NGVD 29 (??/??/92)  331.757  (m)         1088.44   (f) ADJ UNCH    1 0
 RK0176
 RK0176.Superseded values are not recommended for survey control.
 RK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0176.See file dsdata.txt to determine how the superseded data were derived.
 RK0176
 RK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS810140(NAD 83)
 RK0176_MARKER: DB = BENCH MARK DISK
 RK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0176_STAMPING: ELEV 1088.439 FT J 22 1917
 RK0176_PROJECTION: PROJECTING 3 CENTIMETERS
 RK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0176+STABILITY: SURFACE MOTION
 RK0176
 RK0176  HISTORY     - Date     Condition        Report By
 RK0176  HISTORY     - 1917     MONUMENTED       CGS
 RK0176  HISTORY     - 1956     POOR             NGS
 RK0176  HISTORY     - 1975     GOOD             NOS
 RK0176  HISTORY     - 19901005 GOOD             USPSQD
 RK0176  HISTORY     - 19950726 GOOD             USPSQD
 RK0176  HISTORY     - 20011014 GOOD             USPSQD
 RK0176  HISTORY     - 20041101 GOOD             USPSQD
 RK0176  HISTORY     - 20060820 GOOD             USPSQD
 RK0176
 RK0176                          STATION DESCRIPTION
 RK0176
 RK0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 RK0176'AT MC FARLAND.
 RK0176'AT MC FARLAND, MARQUETTE COUNTY, OPPOSITE THE CHICAGO AND
 RK0176'NORTH WESTERN RAILWAY STATION, 52 FEET WEST OF THE CENTERLINE
 RK0176'OF THE MAIN TRACK, 35 FEET NORTH OF THE CENTERLINE OF A ROAD,
 RK0176'3 FEET EAST OF A FENCE, AND NEAR A FENCE CORNER.  A STANDARD
 RK0176'DISK, STAMPED ELEV. 1088.439 FT. J 22 1917 AND SET IN THE TOP
 RK0176'OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
 RK0176
 RK0176                          STATION RECOVERY (1975)
 RK0176
 RK0176'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0176'AT MCFARLAND 1.6 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE
 RK0176'MARQUETTE DELTA COUNTY LINE, AT INTERSECTION OF STATE HIGHWAY M 35 AND
 RK0176'CO. RD. 444, 51.6 FT. SOUTHWEST OF CENTERLINE OF CHICAGO AND
 RK0176'NORTHWESTERN RAILROAD TRACKS, 35 FT. NORTHWEST CENTERLINE OF CO. RD.
 RK0176'444, 8.2 FT. NORTHEAST OF UTILTIY POLE NUMBER 4818.
 RK0176
 RK0176                          STATION RECOVERY (1990)
 RK0176
 RK0176'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0176'RECOVERED IN GOOD CONDITION.
 RK0176
 RK0176                          STATION RECOVERY (1995)
 RK0176
 RK0176'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0176'RECOVERED IN GOOD CONDITION.
 RK0176
 RK0176                          STATION RECOVERY (2001)
 RK0176
 RK0176'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0176'RECOVERED IN GOOD CONDITION.
 RK0176
 RK0176                          STATION RECOVERY (2004)
 RK0176
 RK0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0176'RECOVERED IN GOOD CONDITION.
 RK0176
 RK0176                          STATION RECOVERY (2006)
 RK0176
 RK0176'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0854 ***********************************************************************
 NE0854  DESIGNATION -  J 234
 NE0854  PID         -  NE0854
 NE0854  STATE/COUNTY-  MI/MONROE
 NE0854  USGS QUAD   -  ROCKWOOD (1981)
 NE0854
 NE0854                         *CURRENT SURVEY CONTROL
 NE0854  ___________________________________________________________________
 NE0854* NAD 83(1986)-  42 00 59.     (N)    083 13 59.     (W)     SCALED    
 NE0854* NAVD 88     -       176.543  (meters)     579.21   (feet)  ADJUSTED  
 NE0854  ___________________________________________________________________
 NE0854  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 NE0854  DYNAMIC HT  -         176.482 (meters)     579.01  (feet)  COMP
 NE0854  MODELED GRAV-     980,273.0   (mgal)                       NAVD 88
 NE0854
 NE0854  VERT ORDER  -  FIRST     CLASS II
 NE0854
 NE0854.The horizontal coordinates were scaled from a topographic map and have
 NE0854.an estimated accuracy of +/- 6 seconds.
 NE0854
 NE0854.The orthometric height was determined by differential leveling
 NE0854.and adjusted by the National Geodetic Survey in June 1991..
 NE0854
 NE0854.The geoid height was determined by GEOID03.
 NE0854
 NE0854.The dynamic height is computed by dividing the NAVD 88
 NE0854.geopotential number by the normal gravity value computed on the
 NE0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0854.degrees latitude (g = 980.6199 gals.).
 NE0854
 NE0854.The modeled gravity was interpolated from observed gravity values.
 NE0854
 NE0854;                    North         East    Units  Estimated Accuracy
 NE0854;SPC MI S     -    57,990.    4,093,900.      MT  (+/- 180 meters Scaled)
 NE0854
 NE0854                          SUPERSEDED SURVEY CONTROL
 NE0854
 NE0854  NGVD 29 (??/??/??)  176.716  (m)          579.78   (f) ADJUSTED    1 2
 NE0854
 NE0854.Superseded values are not recommended for survey control.
 NE0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0854.See file dsdata.txt to determine how the superseded data were derived.
 NE0854
 NE0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG151540(NAD 83)
 NE0854_MARKER: I = METAL ROD
 NE0854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0854_SP_SET: STAINLESS STEEL ROD
 NE0854_STAMPING: J 234 1980
 NE0854_PROJECTION: FLUSH
 NE0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0854_ROD/PIPE-DEPTH: 3.7  meters
 NE0854
 NE0854  HISTORY     - Date     Condition        Report By
 NE0854  HISTORY     - 1980     MONUMENTED       NGS
 NE0854
 NE0854                          STATION DESCRIPTION
 NE0854
 NE0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0854'4.6 KM SSW FROM EAST ROCKWOOD.
 NE0854'4.6 KILOMETERS (2.9 MILES) SOUTH-SOUTHWEST ALONG JEFFERSON AVENUE
 NE0854'FROM THE MOOSE LODGE IN EAST ROCKWOOD, NEAR THE JUNCTION OF A
 NE0854'PAVED AND GRAVELED ROAD BOTH LEADING EAST, AT THE EAST CORNER OF
 NE0854'SMALL WHITE STORAGE SHED JUST NORTHEAST OF A 2-STORY WHITE WOODEN
 NE0854'FRAME HOUSE, 23.012 METERS (75.5 FEET) NORTHWEST OF THE CENTER LINE
 NE0854'OF THE HIGHWAY, 20.817 METERS (68.3 FEET) NORTHEAST OF THE EAST
 NE0854'CORNER OF THE HOUSE, 12.862 METERS (42.2 FEET) WEST-SOUTHWEST OF
 NE0854'A POWER POLE WITH ONE GUY WIRE AND TRANSFORMER, 0.457 METER (1.5
 NE0854'FEET) SOUTH OF THE EAST CORNER OF THE SHED.
 NE0854'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0897 ***********************************************************************
 NE0897  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0897  DESIGNATION -  J 235
 NE0897  PID         -  NE0897
 NE0897  STATE/COUNTY-  MI/MACOMB
 NE0897  USGS QUAD   -  GROSSE POINTE (1983)
 NE0897
 NE0897                         *CURRENT SURVEY CONTROL
 NE0897  ___________________________________________________________________
 NE0897* NAD 83(1986)-  42 28 26.     (N)    082 53 20.     (W)     SCALED    
 NE0897* NAVD 88     -       176.230  (meters)     578.18   (feet)  ADJUSTED  
 NE0897  ___________________________________________________________________
 NE0897  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0897  DYNAMIC HT  -         176.180 (meters)     578.02  (feet)  COMP
 NE0897  MODELED GRAV-     980,333.0   (mgal)                       NAVD 88
 NE0897
 NE0897  VERT ORDER  -  FIRST     CLASS II
 NE0897
 NE0897.The horizontal coordinates were scaled from a topographic map and have
 NE0897.an estimated accuracy of +/- 6 seconds.
 NE0897
 NE0897.The orthometric height was determined by differential leveling
 NE0897.and adjusted by the National Geodetic Survey in June 1991..
 NE0897
 NE0897.This Tidal Bench Mark is designated as VM 12974
 NE0897.by the Center for Operational Oceanographic Products and Services.
 NE0897
 NE0897.The geoid height was determined by GEOID03.
 NE0897
 NE0897.The dynamic height is computed by dividing the NAVD 88
 NE0897.geopotential number by the normal gravity value computed on the
 NE0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0897.degrees latitude (g = 980.6199 gals.).
 NE0897
 NE0897.The modeled gravity was interpolated from observed gravity values.
 NE0897
 NE0897;                    North         East    Units  Estimated Accuracy
 NE0897;SPC MI S     -   109,240.    4,121,510.      MT  (+/- 180 meters Scaled)
 NE0897
 NE0897                          SUPERSEDED SURVEY CONTROL
 NE0897
 NE0897  NGVD 29 (??/??/??)  176.372  (m)          578.65   (f) ADJUSTED    1 2
 NE0897
 NE0897.Superseded values are not recommended for survey control.
 NE0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0897.See file dsdata.txt to determine how the superseded data were derived.
 NE0897
 NE0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH447041(NAD 83)
 NE0897_MARKER: I = METAL ROD
 NE0897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0897_SP_SET: STAINLESS STEEL ROD
 NE0897_STAMPING: J 235 1980
 NE0897_MARK LOGO: NGS   
 NE0897_PROJECTION: FLUSH
 NE0897_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NE0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0897+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 NE0897_ROD/PIPE-DEPTH: 4.9  meters
 NE0897
 NE0897  HISTORY     - Date     Condition        Report By
 NE0897  HISTORY     - 1980     MONUMENTED       NGS
 NE0897  HISTORY     - 19941103 GOOD             NOS
 NE0897  HISTORY     - 19951106 GOOD             NOS
 NE0897  HISTORY     - 19970311 GOOD             USPSQD
 NE0897  HISTORY     - 19990621 GOOD             USPSQD
 NE0897  HISTORY     - 20010228 GOOD             LOCENG
 NE0897  HISTORY     - 20060523 GOOD             SPALD
 NE0897
 NE0897                          STATION DESCRIPTION
 NE0897
 NE0897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0897'IN ST CLAIR SHORES.
 NE0897'IN SAINT CLAIR SHORES, AT THE T-JUNCTION OF JEFFERSON AVENUE
 NE0897'AND BLOSSOM NEATH STREET( A PAVED ROAD LEADING EAST TO THE COAST
 NE0897'GUARD STATION) SET IN THE MEDIAN OF BLOSSOM HEATH STREET, 7.7
 NE0897'METERS (25.3 FEET) EAST OF THE EAST CURB OF JEFFERSON AVENUE
 NE0897'AT THE WEST END OF THE MEDIAN, 3.5 METERS (11.6 FEET) EAST OF
 NE0897'THE EAST EDGE OF A SIDEWALK, 2.85 METERS (9.4 FEET) NORTH OF
 NE0897'THE SOUTH CURB OF THE MEDIUM, 2.6 METERS (8.6 FEET) SOUTH OF THE
 NE0897'NORTH CURB OF THE MEDIAN, 2.25 METERS (7.4 FEET) WEST OF A
 NE0897'STREET LAMP POLE.
 NE0897'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0897
 NE0897                          STATION RECOVERY (1994)
 NE0897
 NE0897'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0897'IN SAINT CLAIR SHORES, AT THE T-JUNCTION OF JEFFERSON AVENUE AND
 NE0897'BLOSSOM NEATH STREET ( A PAVED ROAD LEADING EAST TO THE COAST GUARD
 NE0897'STATION) SET IN THE MEDIAN OF BLOSSOM HEATH BLVD., 7.7 METERS (25.3
 NE0897'FT) EAST OF THE EAST CURB OF JEFFERSON AVENUE AT THE WEST END OF THE
 NE0897'MEDIAN, 3.5 METERS (11.5 FT) EAST OF THE EAST EDGE OF A SIDEWALK, 2.85
 NE0897'METERS (9.35 FT) NORTH OF THE SOUTH CURB OF THE MEDIUM, 2.6 METERS
 NE0897'(8.5 FT) SOUTH OF THE NORTH CURB OF THE MEDIAN, 2.25 METERS (7.38 FT)
 NE0897'WEST OF A STREET LAMP POLE.
 NE0897
 NE0897                          STATION RECOVERY (1995)
 NE0897
 NE0897'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0897'RECOVERED AS DESCRIBED.
 NE0897
 NE0897                          STATION RECOVERY (1997)
 NE0897
 NE0897'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0897'RECOVERED IN GOOD CONDITION.
 NE0897
 NE0897                          STATION RECOVERY (1999)
 NE0897
 NE0897'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0897'RECOVERED IN GOOD CONDITION.
 NE0897
 NE0897                          STATION RECOVERY (2001)
 NE0897
 NE0897'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0897'STATION IS SUITABLE FOR GPS. THERE IS NOW A CARSONITE MARKER ABOUT 1.5
 NE0897'FEET EAST OF THE MARK.
 NE0897
 NE0897                          STATION RECOVERY (2006)
 NE0897
 NE0897'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0897'RECOVERED AS DESCRIBED, EXCEPT THE ROAD AT THE T-JUNCTION OF JEFFERSON
 NE0897'AVENUE IS BLOSSOM HEATH, AND THE STATION IS NOW 21.5' EAST OF THE EAST
 NE0897'CURB OF JEFFERSON AVENUE.
 NE0897'MDOT STATE PLANE COORDINATES
 NE0897'MICHIGAN SOUTH ZONE
 NE0897'N   358717.69
 NE0897'E 13521949.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0920 ***********************************************************************
 NE0920  DESIGNATION -  J 236
 NE0920  PID         -  NE0920
 NE0920  STATE/COUNTY-  MI/ST CLAIR
 NE0920  USGS QUAD   -  NEW BALTIMORE (1973)
 NE0920
 NE0920                         *CURRENT SURVEY CONTROL
 NE0920  ___________________________________________________________________
 NE0920* NAD 83(1986)-  42 40 49.     (N)    082 39 29.     (W)     SCALED    
 NE0920* NAVD 88     -       177.679  (meters)     582.94   (feet)  ADJUSTED  
 NE0920  ___________________________________________________________________
 NE0920  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0920  DYNAMIC HT  -         177.630 (meters)     582.77  (feet)  COMP
 NE0920  MODELED GRAV-     980,339.3   (mgal)                       NAVD 88
 NE0920
 NE0920  VERT ORDER  -  FIRST     CLASS II
 NE0920
 NE0920.The horizontal coordinates were scaled from a topographic map and have
 NE0920.an estimated accuracy of +/- 6 seconds.
 NE0920
 NE0920.The orthometric height was determined by differential leveling
 NE0920.and adjusted by the National Geodetic Survey in June 1991..
 NE0920
 NE0920.The geoid height was determined by GEOID03.
 NE0920
 NE0920.The dynamic height is computed by dividing the NAVD 88
 NE0920.geopotential number by the normal gravity value computed on the
 NE0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0920.degrees latitude (g = 980.6199 gals.).
 NE0920
 NE0920.The modeled gravity was interpolated from observed gravity values.
 NE0920
 NE0920;                    North         East    Units  Estimated Accuracy
 NE0920;SPC MI S     -   132,520.    4,140,020.      MT  (+/- 180 meters Scaled)
 NE0920
 NE0920                          SUPERSEDED SURVEY CONTROL
 NE0920
 NE0920  NGVD 29 (??/??/??)  177.807  (m)          583.36   (f) ADJUSTED    1 2
 NE0920
 NE0920.Superseded values are not recommended for survey control.
 NE0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0920.See file dsdata.txt to determine how the superseded data were derived.
 NE0920
 NE0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH641266(NAD 83)
 NE0920_MARKER: DB = BENCH MARK DISK
 NE0920_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE0920_SP_SET: ABUTMENT
 NE0920_STAMPING: J 236 1980
 NE0920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0920+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2004
 NE0920
 NE0920  HISTORY     - Date     Condition        Report By
 NE0920  HISTORY     - 1980     MONUMENTED       NGS
 NE0920  HISTORY     - 20041023 GOOD             USPSQD
 NE0920
 NE0920                          STATION DESCRIPTION
 NE0920
 NE0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0920'IN FAIR HAVEN.
 NE0920'IN FAIR HAVEN, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 NE0920'ABUTMENT OF THE STATE HIGHWAY 29 BRIDGE OVER SWAN CREEK. 1.85 METERS
 NE0920'(6.0 FEET) NORTHEAST OF THE NORTHEAST CURB OF HIGHWAY 29, 0.18
 NE0920'METER (0.6 FOOT) NORTHWEST OF THE NORTHWEST END OF THE NORTHEAST
 NE0920'CONCRETE GUARD RAIL OF THE BRIDGE, 0.18 METER (0.6 FOOT) NORTHEAST
 NE0920'OF A 2-FOOT METAL GUARD RAIL.
 NE0920'THE MARK IS 0.3 M ABOVE HIGHWAY.
 NE0920
 NE0920                          STATION RECOVERY (2004)
 NE0920
 NE0920'RECOVERY NOTE BY US POWER SQUADRON 2004
 NE0920'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0944 ***********************************************************************
 NE0944  DESIGNATION -  J 237
 NE0944  PID         -  NE0944
 NE0944  STATE/COUNTY-  MI/ST CLAIR
 NE0944  USGS QUAD   -  ST CLAIR (1991)
 NE0944
 NE0944                         *CURRENT SURVEY CONTROL
 NE0944  ___________________________________________________________________
 NE0944* NAD 83(1986)-  42 51 13.     (N)    082 28 31.     (W)     SCALED    
 NE0944* NAVD 88     -       191.431  (meters)     628.05   (feet)  ADJUSTED  
 NE0944  ___________________________________________________________________
 NE0944  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0944  DYNAMIC HT  -         191.380 (meters)     627.89  (feet)  COMP
 NE0944  MODELED GRAV-     980,353.6   (mgal)                       NAVD 88
 NE0944
 NE0944  VERT ORDER  -  FIRST     CLASS II
 NE0944
 NE0944.The horizontal coordinates were scaled from a topographic map and have
 NE0944.an estimated accuracy of +/- 6 seconds.
 NE0944
 NE0944.The orthometric height was determined by differential leveling
 NE0944.and adjusted by the National Geodetic Survey in June 1991..
 NE0944
 NE0944.The geoid height was determined by GEOID03.
 NE0944
 NE0944.The dynamic height is computed by dividing the NAVD 88
 NE0944.geopotential number by the normal gravity value computed on the
 NE0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0944.degrees latitude (g = 980.6199 gals.).
 NE0944
 NE0944.The modeled gravity was interpolated from observed gravity values.
 NE0944
 NE0944;                    North         East    Units  Estimated Accuracy
 NE0944;SPC MI S     -   152,090.    4,154,560.      MT  (+/- 180 meters Scaled)
 NE0944
 NE0944                          SUPERSEDED SURVEY CONTROL
 NE0944
 NE0944  NGVD 29 (??/??/??)  191.553  (m)          628.45   (f) ADJUSTED    1 2
 NE0944
 NE0944.Superseded values are not recommended for survey control.
 NE0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0944.See file dsdata.txt to determine how the superseded data were derived.
 NE0944
 NE0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794456(NAD 83)
 NE0944_MARKER: I = METAL ROD
 NE0944_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0944_SP_SET: STAINLESS STEEL ROD
 NE0944_STAMPING: J 237 1980
 NE0944_PROJECTION: FLUSH
 NE0944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0944_ROD/PIPE-DEPTH: 4.9  meters
 NE0944
 NE0944  HISTORY     - Date     Condition        Report By
 NE0944  HISTORY     - 1980     MONUMENTED       NGS
 NE0944  HISTORY     - 1983     GOOD             USPSQD
 NE0944  HISTORY     - 19990605 GOOD             USPSQD
 NE0944  HISTORY     - 20050410 GOOD             USPSQD
 NE0944
 NE0944                          STATION DESCRIPTION
 NE0944
 NE0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0944'3.95 KM NNE FROM ST CLAIR.
 NE0944'3.95 KILOMETERS (2.45 MILES) NORTH-NORTHEAST ALONG STATE HIGHWAY
 NE0944'29 FROM THE OPERATIONS HOUSE OF THE HIGHWAY 29 DRAW BRIDGE OVER
 NE0944'PINE RIVER, SET AT THE NORTHEAST CORNER OF HOUSE 1812 RIVER ROAD,
 NE0944'37.8 METERS (124.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 NE0944'8.14 METERS (26.7 FEET) SOUTH OF THE DRIVEWAY, 1.67 METERS (5.5
 NE0944'FEET) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH, 0.46
 NE0944'METER (1,5 FEET) EAST OF THE EAST EDGE OF THE CONCRETE SIDEWALK.
 NE0944'THE MARK IS 0.1 M BELOW GROUND.
 NE0944
 NE0944                          STATION RECOVERY (1983)
 NE0944
 NE0944'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0944'ABOUT 2.45 MILES NORT-NORTHEAST ALONG STATE HIGHWAY M-29 FROM THE
 NE0944'OPERATIONS HOUSE OF THE M-29 DRAWBRIDGE OVER THE PINE RIVER, SET AT
 NE0944'THE NORTHEAST CORNER OF HOUSE 1812 RIVER ROAD, 124 FEET WEST OF
 NE0944'CENTERLINE OF HIGHWAY 5.5 FEET NORTH-NORTHEAST OF THE CORNER OF THE
 NE0944'PORCH, 1.5 FEET EAST OF EAST EDGE OF THE CONCRETE SIDEWALK. A
 NE0944'STAINLESS STEEL RED SET TO THE DEPTH OF 4.9 METERS, ENCASED IN A PIPE
 NE0944'0.1 METERS BELOW GROUND.
 NE0944
 NE0944                          STATION RECOVERY (1999)
 NE0944
 NE0944'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0944'RECOVERED IN GOOD CONDITION.
 NE0944
 NE0944                          STATION RECOVERY (2005)
 NE0944
 NE0944'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0944'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0618 ***********************************************************************
 OJ0618  DESIGNATION -  J 238
 OJ0618  PID         -  OJ0618
 OJ0618  STATE/COUNTY-  MI/SANILAC
 OJ0618  USGS QUAD   -  PORT SANILAC (1963)
 OJ0618
 OJ0618                         *CURRENT SURVEY CONTROL
 OJ0618  ___________________________________________________________________
 OJ0618* NAD 83(1986)-  43 23 16.     (N)    082 32 21.     (W)     SCALED    
 OJ0618* NAVD 88     -       189.798  (meters)     622.70   (feet)  ADJUSTED  
 OJ0618  ___________________________________________________________________
 OJ0618  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 OJ0618  DYNAMIC HT  -         189.762 (meters)     622.58  (feet)  COMP
 OJ0618  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OJ0618
 OJ0618  VERT ORDER  -  FIRST     CLASS II
 OJ0618
 OJ0618.The horizontal coordinates were scaled from a topographic map and have
 OJ0618.an estimated accuracy of +/- 6 seconds.
 OJ0618
 OJ0618.The orthometric height was determined by differential leveling
 OJ0618.and adjusted by the National Geodetic Survey in June 1991..
 OJ0618
 OJ0618.The geoid height was determined by GEOID03.
 OJ0618
 OJ0618.The dynamic height is computed by dividing the NAVD 88
 OJ0618.geopotential number by the normal gravity value computed on the
 OJ0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0618.degrees latitude (g = 980.6199 gals.).
 OJ0618
 OJ0618.The modeled gravity was interpolated from observed gravity values.
 OJ0618
 OJ0618;                    North         East    Units  Estimated Accuracy
 OJ0618;SPC MI S     -   211,300.    4,148,060.      MT  (+/- 180 meters Scaled)
 OJ0618
 OJ0618                          SUPERSEDED SURVEY CONTROL
 OJ0618
 OJ0618  NGVD 29 (??/??/??)  189.921  (m)          623.10   (f) ADJUSTED    1 2
 OJ0618
 OJ0618.Superseded values are not recommended for survey control.
 OJ0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0618.See file dsdata.txt to determine how the superseded data were derived.
 OJ0618
 OJ0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ753050(NAD 83)
 OJ0618_MARKER: I = METAL ROD
 OJ0618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0618_SP_SET: STAINLESS STEEL ROD
 OJ0618_STAMPING: J 238 1980
 OJ0618_PROJECTION: FLUSH
 OJ0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0618_ROD/PIPE-DEPTH: 3.0  meters
 OJ0618
 OJ0618  HISTORY     - Date     Condition        Report By
 OJ0618  HISTORY     - 1980     MONUMENTED       NGS
 OJ0618  HISTORY     - 19940728 GOOD             USPSQD
 OJ0618  HISTORY     - 20010811 GOOD             USPSQD
 OJ0618
 OJ0618                          STATION DESCRIPTION
 OJ0618
 OJ0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0618'4.9 KM SOUTH FROM PORT SANILAC.
 OJ0618'4.9 KILOMETERS (3.05 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0618'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, TO THE INTERSECTION
 OJ0618'OF WALKER ROAD, THENCE 0.08 KILOMETER (0.05 MILE) EAST ALONG WALKER
 OJ0618'ROAD, ON THE PROPERTY OF CAMP OZANAM, SET JUST WEST OF THE CONCRETE
 OJ0618'STEPS TO THE CHAPEL, 7.5 METERS (24.6 FEET) SOUTHEAST OF THE
 OJ0618'SOUTHWEST CORNER OF THE CHAPEL, 3.35 METERS (11.0 FEET) SOUTH OF
 OJ0618'THE SOUTH FOUNDATION OF THE CHAPEL, 0.61 METER (2.0 FEET)
 OJ0618'NORTHWEST OF THE SOUTHWEST CORNER OF THE BOTTOM STEP, NOTE, SEVERAL
 OJ0618'ATTEMPTS WERE MADE TO DRIVE THE ROD REFUSAL AT 3.0 METERS.
 OJ0618'THE MARK IS 0.1 M BELOW GROUND.
 OJ0618
 OJ0618                          STATION RECOVERY (1994)
 OJ0618
 OJ0618'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0618'RECOVERED IN GOOD CONDITION.
 OJ0618
 OJ0618                          STATION RECOVERY (2001)
 OJ0618
 OJ0618'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0618'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0643 ***********************************************************************
 OJ0643  DESIGNATION -  J 239
 OJ0643  PID         -  OJ0643
 OJ0643  STATE/COUNTY-  MI/HURON
 OJ0643  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0643
 OJ0643                         *CURRENT SURVEY CONTROL
 OJ0643  ___________________________________________________________________
 OJ0643* NAD 83(1986)-  43 50 23.     (N)    082 39 05.     (W)     SCALED    
 OJ0643* NAVD 88     -       185.800  (meters)     609.58   (feet)  ADJUSTED  
 OJ0643  ___________________________________________________________________
 OJ0643  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0643  DYNAMIC HT  -         185.769 (meters)     609.48  (feet)  COMP
 OJ0643  MODELED GRAV-     980,449.2   (mgal)                       NAVD 88
 OJ0643
 OJ0643  VERT ORDER  -  FIRST     CLASS II
 OJ0643
 OJ0643.The horizontal coordinates were scaled from a topographic map and have
 OJ0643.an estimated accuracy of +/- 6 seconds.
 OJ0643
 OJ0643.The orthometric height was determined by differential leveling
 OJ0643.and adjusted by the National Geodetic Survey in June 1991..
 OJ0643
 OJ0643.The geoid height was determined by GEOID03.
 OJ0643
 OJ0643.The dynamic height is computed by dividing the NAVD 88
 OJ0643.geopotential number by the normal gravity value computed on the
 OJ0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0643.degrees latitude (g = 980.6199 gals.).
 OJ0643
 OJ0643.The modeled gravity was interpolated from observed gravity values.
 OJ0643
 OJ0643;                    North         East    Units  Estimated Accuracy
 OJ0643;SPC MI S     -   261,310.    4,137,940.      MT  (+/- 180 meters Scaled)
 OJ0643
 OJ0643                          SUPERSEDED SURVEY CONTROL
 OJ0643
 OJ0643  NGVD 29 (??/??/??)  185.908  (m)          609.93   (f) ADJUSTED    1 2
 OJ0643
 OJ0643.Superseded values are not recommended for survey control.
 OJ0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0643.See file dsdata.txt to determine how the superseded data were derived.
 OJ0643
 OJ0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ672553(NAD 83)
 OJ0643_MARKER: I = METAL ROD
 OJ0643_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0643_SP_SET: STAINLESS STEEL ROD
 OJ0643_STAMPING: J 239 1980
 OJ0643_PROJECTION: FLUSH
 OJ0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0643_ROD/PIPE-DEPTH: 4.9  meters
 OJ0643
 OJ0643  HISTORY     - Date     Condition        Report By
 OJ0643  HISTORY     - 1980     MONUMENTED       NGS
 OJ0643  HISTORY     - 19991211 GOOD             USPSQD
 OJ0643
 OJ0643                          STATION DESCRIPTION
 OJ0643
 OJ0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0643'0.55 KM SOUTH FROM HARBOR BEACH.
 OJ0643'0.55 KILOMETER (0.35 MILE) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0643'JUNCTION OF STATE HIGHWAY 142 IN HARBOR BEACH, SET AT THE SOUTHWEST
 OJ0643'ANGLE OF THE JUNCTION OF COURT STREET NEAR THE STATUE OF MARY AT
 OJ0643'OUR LADY OF THE LAKE CATHOLIC CHURCH. 38.7 METERS (127.0 FEET)
 OJ0643'SOUTH OF THE CENTER OF COURT STREET, 17.08 METERS (56.0 FEET) WEST
 OJ0643'OF THE CENTER LINE OF THE HIGHWAY, 1.57 METERS (5.2 FEET) NORTHEAST
 OJ0643'OF THE NORTHEAST CORNER OF A RETAINING WALL OF THE STATUE.
 OJ0643'THE MARK IS 0.1 M BELOW GROUND.
 OJ0643
 OJ0643                          STATION RECOVERY (1999)
 OJ0643
 OJ0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0070 ***********************************************************************
 NG0070  DESIGNATION -  J 24
 NG0070  PID         -  NG0070
 NG0070  STATE/COUNTY-  MI/VAN BUREN
 NG0070  USGS QUAD   -  HARTFORD (1981)
 NG0070
 NG0070                         *CURRENT SURVEY CONTROL
 NG0070  ___________________________________________________________________
 NG0070* NAD 83(1986)-  42 11 42.     (N)    086 12 03.     (W)     SCALED    
 NG0070* NAVD 88     -       203.741  (meters)     668.44   (feet)  ADJUSTED  
 NG0070  ___________________________________________________________________
 NG0070  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 NG0070  DYNAMIC HT  -         203.677 (meters)     668.23  (feet)  COMP
 NG0070  MODELED GRAV-     980,302.2   (mgal)                       NAVD 88
 NG0070
 NG0070  VERT ORDER  -  FIRST     CLASS II
 NG0070
 NG0070.The horizontal coordinates were scaled from a topographic map and have
 NG0070.an estimated accuracy of +/- 6 seconds.
 NG0070
 NG0070.The orthometric height was determined by differential leveling
 NG0070.and adjusted by the National Geodetic Survey in June 1991..
 NG0070
 NG0070.The geoid height was determined by GEOID03.
 NG0070
 NG0070.The dynamic height is computed by dividing the NAVD 88
 NG0070.geopotential number by the normal gravity value computed on the
 NG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0070.degrees latitude (g = 980.6199 gals.).
 NG0070
 NG0070.The modeled gravity was interpolated from observed gravity values.
 NG0070
 NG0070;                    North         East    Units  Estimated Accuracy
 NG0070;SPC MI S     -    78,850.    3,848,520.      MT  (+/- 180 meters Scaled)
 NG0070
 NG0070                          SUPERSEDED SURVEY CONTROL
 NG0070
 NG0070  NGVD 29 (??/??/92)  203.882  (m)          668.90   (f) ADJ UNCH    1 2
 NG0070
 NG0070.Superseded values are not recommended for survey control.
 NG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0070.See file dsdata.txt to determine how the superseded data were derived.
 NG0070
 NG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM659717(NAD 83)
 NG0070_MARKER: DB = BENCH MARK DISK
 NG0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0070_STAMPING: 668.903 J 24 1930
 NG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0070+STABILITY: SURFACE MOTION
 NG0070
 NG0070  HISTORY     - Date     Condition        Report By
 NG0070  HISTORY     - 1930     MONUMENTED       CGS
 NG0070  HISTORY     - 1934     GOOD             NGS
 NG0070  HISTORY     - 1977     MARK NOT FOUND   USGS
 NG0070  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0070
 NG0070                          STATION DESCRIPTION
 NG0070
 NG0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0070'2 MI SW FROM HARTFORD.
 NG0070'2.0 MILES SOUTHWEST ALONG THE PERE MARQUETTE RAILWAY FROM
 NG0070'HARTFORD, VAN BUREN COUNTY, 10 RAILS SOUTH OF A NORTH-AND-SOUTH
 NG0070'ROAD CROSSING, OPPOSITE POLE 1559, 41.9 FEET SOUTH OF THE SOUTH
 NG0070'RAIL, AND 5 FEET NORTH OF THE SOUTH FENCE.  A STANDARD DISK,
 NG0070'STAMPED 668.903 J 24 1930 AND SET IN THE TOP OF A CONCRETE
 NG0070'POST PROJECTING 7 INCHES ABOVE GROUND.
 NG0070
 NG0070                          STATION RECOVERY (1977)
 NG0070
 NG0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NG0070'MARK NOT FOUND.
 NG0070
 NG0070                          STATION RECOVERY (1985)
 NG0070
 NG0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0025 ***********************************************************************
 OL0025  DESIGNATION -  J 25
 OL0025  PID         -  OL0025
 OL0025  STATE/COUNTY-  MI/OTTAWA
 OL0025  USGS QUAD   -  GRAND HAVEN (1980)
 OL0025
 OL0025                         *CURRENT SURVEY CONTROL
 OL0025  ___________________________________________________________________
 OL0025* NAD 83(1986)-  43 00 25.     (N)    086 12 18.     (W)     SCALED    
 OL0025* NAVD 88     -       183.736  (meters)     602.81   (feet)  ADJUSTED  
 OL0025  ___________________________________________________________________
 OL0025  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 OL0025  DYNAMIC HT  -         183.694 (meters)     602.67  (feet)  COMP
 OL0025  MODELED GRAV-     980,387.5   (mgal)                       NAVD 88
 OL0025
 OL0025  VERT ORDER  -  FIRST     CLASS II
 OL0025
 OL0025.The horizontal coordinates were scaled from a topographic map and have
 OL0025.an estimated accuracy of +/- 6 seconds.
 OL0025
 OL0025.The orthometric height was determined by differential leveling
 OL0025.and adjusted by the National Geodetic Survey in June 1991..
 OL0025
 OL0025.The geoid height was determined by GEOID03.
 OL0025
 OL0025.The dynamic height is computed by dividing the NAVD 88
 OL0025.geopotential number by the normal gravity value computed on the
 OL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0025.degrees latitude (g = 980.6199 gals.).
 OL0025
 OL0025.The modeled gravity was interpolated from observed gravity values.
 OL0025
 OL0025;                    North         East    Units  Estimated Accuracy
 OL0025;SPC MI S     -   169,020.    3,850,140.      MT  (+/- 180 meters Scaled)
 OL0025
 OL0025                          SUPERSEDED SURVEY CONTROL
 OL0025
 OL0025  NGVD 29 (??/??/92)  183.882  (m)          603.29   (f) ADJ UNCH    1 2
 OL0025
 OL0025.Superseded values are not recommended for survey control.
 OL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0025.See file dsdata.txt to determine how the superseded data were derived.
 OL0025
 OL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN647618(NAD 83)
 OL0025_MARKER: DB = BENCH MARK DISK
 OL0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0025_STAMPING: 603.286 J 25 1930
 OL0025_MARK LOGO: CGS   
 OL0025_PROJECTION: PROJECTING 12 CENTIMETERS
 OL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0025+STABILITY: SURFACE MOTION
 OL0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0025+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004
 OL0025
 OL0025  HISTORY     - Date     Condition        Report By
 OL0025  HISTORY     - 1930     MONUMENTED       CGS
 OL0025  HISTORY     - 1934     GOOD             NGS
 OL0025  HISTORY     - 1966     MARK NOT FOUND   NGS
 OL0025  HISTORY     - 1984     GOOD             NGS
 OL0025  HISTORY     - 1988     GOOD             USPSQD
 OL0025  HISTORY     - 19960915 GOOD             USPSQD
 OL0025  HISTORY     - 20040311 GOOD             INDIV
 OL0025
 OL0025                          STATION DESCRIPTION
 OL0025
 OL0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0025'3.3 MI N FROM AGNEW.
 OL0025'3.3 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OL0025'AGNEW, OTTAWA COUNTY, 8 RAILS NORTH OF THE CROSSING OF A GRAVEL
 OL0025'ROAD LEADING TO THE DUNES, 125 YARDS SOUTHWEST OF DISTRICT
 OL0025'6 SCHOOLHOUSE, BETWEEN THE TRACK AND U.S. HIGHWAY 31, AND 30.9
 OL0025'FEET EAST OF THE EAST RAIL.  A STANDARD DISK, STAMPED 603.286
 OL0025'J 25 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0025'6 INCHES ABOVE GROUND.
 OL0025
 OL0025                          STATION RECOVERY (1966)
 OL0025
 OL0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OL0025'MARK NOT FOUND.
 OL0025
 OL0025                          STATION RECOVERY (1984)
 OL0025
 OL0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0025'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.7 KM
 OL0025'(0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN GRAND
 OL0025'HAVEN, THENCE 6.2 KM (3.85 MI) SOUTH ALONG U.S. HIGHWAY 31, 0.2 KM
 OL0025'(0.1 MI) SOUTH OF THE INTERSECTION OF FERRIS STREET, 16.15 METERS
 OL0025'(53.0 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 OL0025'HIGHWAY, 25.78 METERS (84.6 FT) EAST-NORTHEAST OF A POWERLINE POLE
 OL0025'NUMBERED 648, 9.47 METERS (31.1 FT) EAST OF THE EAST RAIL,
 OL0025'14.99 METERS (49.2 FT) NORTH-NORTHEAST OF THE EAST END OF A ROUND
 OL0025'CONCRETE CULVERT UNDER THE TRACKS, 8.90 METERS (29.2 FT) NORTH OF A
 OL0025'TELEPHONE POLE, AND 0.12 METERS (0.4 FT) EAST OF A METAL WITNESS POST
 OL0025'WITH A SIGN ATTACHED.
 OL0025'THE MARK IS 0.18 METERS  NE FROM A WITNESS POST.
 OL0025'THE MARK IS ABOVE LEVEL WITH HIGHWAY 31.
 OL0025
 OL0025                          STATION RECOVERY (1988)
 OL0025
 OL0025'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 OL0025'RECOVERED IN GOOD CONDITION.
 OL0025
 OL0025                          STATION RECOVERY (1996)
 OL0025
 OL0025'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0025'RECOVERED IN GOOD CONDITION.
 OL0025
 OL0025                          STATION RECOVERY (2004)
 OL0025
 OL0025'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RF)
 OL0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0008 ***********************************************************************
 OL0008  DESIGNATION -  J 26
 OL0008  PID         -  OL0008
 OL0008  STATE/COUNTY-  MI/MASON
 OL0008  USGS QUAD   -  
 OL0008
 OL0008                         *CURRENT SURVEY CONTROL
 OL0008  ___________________________________________________________________
 OL0008* NAD 83(1986)-  43 50 25.     (N)    086 23 55.     (W)     SCALED    
 OL0008* NAVD 88     -       195.669  (meters)     641.96   (feet)  ADJUSTED  
 OL0008  ___________________________________________________________________
 OL0008  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OL0008  DYNAMIC HT  -         195.633 (meters)     641.84  (feet)  COMP
 OL0008  MODELED GRAV-     980,430.1   (mgal)                       NAVD 88
 OL0008
 OL0008  VERT ORDER  -  FIRST     CLASS II
 OL0008
 OL0008.The horizontal coordinates were scaled from a topographic map and have
 OL0008.an estimated accuracy of +/- 6 seconds.
 OL0008
 OL0008.The orthometric height was determined by differential leveling
 OL0008.and adjusted by the National Geodetic Survey in June 1991..
 OL0008
 OL0008.The geoid height was determined by GEOID03.
 OL0008
 OL0008.The dynamic height is computed by dividing the NAVD 88
 OL0008.geopotential number by the normal gravity value computed on the
 OL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0008.degrees latitude (g = 980.6199 gals.).
 OL0008
 OL0008.The modeled gravity was interpolated from observed gravity values.
 OL0008
 OL0008;                    North         East    Units  Estimated Accuracy
 OL0008;SPC MI C     -    60,230.    5,836,590.      MT  (+/- 180 meters Scaled)
 OL0008
 OL0008                          SUPERSEDED SURVEY CONTROL
 OL0008
 OL0008  NGVD 29 (??/??/92)  195.773  (m)          642.30   (f) ADJ UNCH    1 2
 OL0008
 OL0008.Superseded values are not recommended for survey control.
 OL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0008.See file dsdata.txt to determine how the superseded data were derived.
 OL0008
 OL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP483543(NAD 83)
 OL0008_MARKER: DB = BENCH MARK DISK
 OL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0008_STAMPING: 642.299 J 26 1930
 OL0008_MARK LOGO: CGS   
 OL0008_PROJECTION: FLUSH
 OL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0008+STABILITY: SURFACE MOTION
 OL0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0008+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0008
 OL0008  HISTORY     - Date     Condition        Report By
 OL0008  HISTORY     - 1930     MONUMENTED       CGS
 OL0008  HISTORY     - 1934     GOOD             NGS
 OL0008  HISTORY     - 1967     GOOD             NGS
 OL0008  HISTORY     - 1984     GOOD             NGS
 OL0008  HISTORY     - 19970807 GOOD             USPSQD
 OL0008  HISTORY     - 20021009 GOOD             USPSQD
 OL0008  HISTORY     - 20051014 GOOD             USPSQD
 OL0008
 OL0008                          STATION DESCRIPTION
 OL0008
 OL0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0008'5.2 MI N FROM PENTWATER.
 OL0008'IN MASON COUNTY, 5.2 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE
 OL0008'POST OFFICE AT PENTWATER, OCEANA COUNTY, BESIDE THE FENCE
 OL0008'DIVIDING THE HIGHWAY FROM THE PROPERTY AND RESIDENCE OF JOHN
 OL0008'BAROWSKAS, AND 19 FEET EAST OF THE EAST EDGE OF THE HIGHWAY.
 OL0008'A STANDARD DISK, STAMPED 642.299 J 26 1930 AND SET IN THE TOP
 OL0008'OF A CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 OL0008'IT IS 49 FEET SOUTHWEST OF A POWER POLE, 37 FEET WEST OF THE
 OL0008'WEST PEACH TREE IN THE 6TH ROW FROM THE SOUTH, 30 FEET EAST OF
 OL0008'THE CENTER LINE OF THE HIGHWAY AND A DRIVEWAY WEST, 29 FEET
 OL0008'EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTH OF A METAL
 OL0008'WITNESS POST.  THE MONUMENT PROJECTS 2 INCHES.
 OL0008
 OL0008                          STATION RECOVERY (1967)
 OL0008
 OL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OL0008'RECOVERED IN GOOD CONDITION.
 OL0008
 OL0008                          STATION RECOVERY (1984)
 OL0008
 OL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0008'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  6.0 KM
 OL0008'(3.7 MI) NORTHERLY ALONG BUSINESS U.S. HIGHWAY 31 (HANCOCK STREET)
 OL0008'FROM THE POST OFFICE IN PENTWATER, THENCE 2.1 KM (1.35 MI) NORTH ALONG
 OL0008'U.S. HIGHWAY 31, AT THE SEWARD RESIDENCES ON THE WEST SIDE OF THE
 OL0008'HIGHWAY, SET 1.82 METERS (6.0 FT) EAST OF A MAILBOX NUMBERED 6427,
 OL0008'0.3 KM (0.25 MI) SOUTH OF LATTIN ROAD LEADING WEST, 8.83 METERS
 OL0008'(29.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 14.08 METERS
 OL0008'(46.2 FT) SOUTH-SOUTHWEST OF A POWERLINE POLE, 22.55 METERS (74.0 FT)
 OL0008'NORTHEAST AND ACROSS THE HIGHWAY FROM A POWERLINE POLE, AND
 OL0008'10.05 METERS (33.0 FT) NORTH OF AN EXTENDED CENTERLINE OF THE DRIVEWAY
 OL0008'LEADING TO THE SEWARD RESIDENCES.
 OL0008'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 OL0008'THE MARK IS 0.4 M ABOVE HIGHWAY 31.
 OL0008
 OL0008                          STATION RECOVERY (1997)
 OL0008
 OL0008'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0008'RECOVERED IN GOOD CONDITION.
 OL0008
 OL0008                          STATION RECOVERY (2002)
 OL0008
 OL0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0008'RECOVERED IN GOOD CONDITION.
 OL0008
 OL0008                          STATION RECOVERY (2005)
 OL0008
 OL0008'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0268 ***********************************************************************
 PL0268  DESIGNATION -  J 27
 PL0268  PID         -  PL0268
 PL0268  STATE/COUNTY-  MI/MANISTEE
 PL0268  USGS QUAD   -  COPEMISH (1987)
 PL0268
 PL0268                         *CURRENT SURVEY CONTROL
 PL0268  ___________________________________________________________________
 PL0268* NAD 83(1986)-  44 24 16.     (N)    085 57 50.     (W)     SCALED    
 PL0268* NAVD 88     -       238.457  (meters)     782.34   (feet)  ADJUSTED  
 PL0268  ___________________________________________________________________
 PL0268  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 PL0268  DYNAMIC HT  -         238.426 (meters)     782.24  (feet)  COMP
 PL0268  MODELED GRAV-     980,484.4   (mgal)                       NAVD 88
 PL0268
 PL0268  VERT ORDER  -  FIRST     CLASS II
 PL0268
 PL0268.The horizontal coordinates were scaled from a topographic map and have
 PL0268.an estimated accuracy of +/- 6 seconds.
 PL0268
 PL0268.The orthometric height was determined by differential leveling
 PL0268.and adjusted by the National Geodetic Survey in June 1991..
 PL0268
 PL0268.The geoid height was determined by GEOID03.
 PL0268
 PL0268.The dynamic height is computed by dividing the NAVD 88
 PL0268.geopotential number by the normal gravity value computed on the
 PL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0268.degrees latitude (g = 980.6199 gals.).
 PL0268
 PL0268.The modeled gravity was interpolated from observed gravity values.
 PL0268
 PL0268;                    North         East    Units  Estimated Accuracy
 PL0268;SPC MI C     -   122,130.    5,872,780.      MT  (+/- 180 meters Scaled)
 PL0268
 PL0268                          SUPERSEDED SURVEY CONTROL
 PL0268
 PL0268  NGVD 29 (??/??/92)  238.544  (m)          782.62   (f) ADJ UNCH    1 2
 PL0268
 PL0268.Superseded values are not recommended for survey control.
 PL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0268.See file dsdata.txt to determine how the superseded data were derived.
 PL0268
 PL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ825173(NAD 83)
 PL0268_MARKER: DB = BENCH MARK DISK
 PL0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0268_STAMPING: 782.623 J 27 1930
 PL0268_MARK LOGO: CGS   
 PL0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0268+STABILITY: SURFACE MOTION
 PL0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0268+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 PL0268
 PL0268  HISTORY     - Date     Condition        Report By
 PL0268  HISTORY     - 1930     MONUMENTED       CGS
 PL0268  HISTORY     - 1934     GOOD             NGS
 PL0268  HISTORY     - 1973     GOOD             SHELL
 PL0268  HISTORY     - 1984     GOOD             NGS
 PL0268  HISTORY     - 20051009 GOOD             USPSQD
 PL0268
 PL0268                          STATION DESCRIPTION
 PL0268
 PL0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0268'3 MI NE FROM KALEVA.
 PL0268'3.0 MILES NORTHEAST ALONG THE ABANDONED BRANCH OF THE MANISTEE
 PL0268'AND NORTHEASTERN RAILROAD FROM KALEYS, MANISTEE COUNTY, 0.4
 PL0268'MILE EAST OF THE CENTER OF SEC. 11 T. 23 N., R 14 W., 55 FEET
 PL0268'NORTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, 34 FEET
 PL0268'WEST OF THE CENTERLINE OF THE RAILROAD, AND 15 FEET EAST OF THE
 PL0268'WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 782.623 J 27
 PL0268'1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 7
 PL0268'INCHES ABOVE GROUND.
 PL0268
 PL0268                          STATION RECOVERY (1973)
 PL0268
 PL0268'RECOVERY NOTE BY SHELL OIL COMPANY 1973
 PL0268'RECOVERED IN GOOD CONDITION.
 PL0268
 PL0268                          STATION RECOVERY (1984)
 PL0268
 PL0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0268'RECOVERED IN GOOD CONDITION.  NOTE, ADD, THE MARK IS NOW 0.31 METERS
 PL0268'(1.0 FT) EAST OF A WITNESS POST, ALSO THE ABANDONED RAILROAD LINE IS
 PL0268'NOW A DIRT ROAD.
 PL0268
 PL0268                          STATION RECOVERY (2005)
 PL0268
 PL0268'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PL0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0163 ***********************************************************************
 PL0163  DESIGNATION -  J 28
 PL0163  PID         -  PL0163
 PL0163  STATE/COUNTY-  MI/CRAWFORD
 PL0163  USGS QUAD   -  PERE CHENEY (1951)
 PL0163
 PL0163                         *CURRENT SURVEY CONTROL
 PL0163  ___________________________________________________________________
 PL0163* NAD 83(1994)-  44 34 05.25905(N)    084 38 09.68945(W)     ADJUSTED  
 PL0163* NAVD 88     -       369.056  (meters)    1210.81   (feet)  ADJUSTED  
 PL0163  ___________________________________________________________________
 PL0163  X           -     425,497.656 (meters)                     COMP
 PL0163  Y           -  -4,531,705.217 (meters)                     COMP
 PL0163  Z           -   4,453,519.463 (meters)                     COMP
 PL0163  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 PL0163  ELLIP HEIGHT-         334.53  (meters)          (07/17/02) GPS OBS
 PL0163  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 PL0163  DYNAMIC HT  -         369.002 (meters)    1210.63  (feet)  COMP
 PL0163  MODELED GRAV-     980,461.2   (mgal)                       NAVD 88
 PL0163
 PL0163  HORZ ORDER  -  FIRST
 PL0163  VERT ORDER  -  FIRST     CLASS II
 PL0163  ELLP ORDER  -  FOURTH    CLASS I
 PL0163
 PL0163.The horizontal coordinates were established by GPS observations
 PL0163.and adjusted by the National Geodetic Survey in February 1997..
 PL0163
 PL0163.The orthometric height was determined by differential leveling
 PL0163.and adjusted by the National Geodetic Survey in June 1991..
 PL0163
 PL0163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0163
 PL0163.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0163
 PL0163.The ellipsoidal height was determined by GPS observations
 PL0163.and is referenced to NAD 83.
 PL0163
 PL0163.The geoid height was determined by GEOID03.
 PL0163
 PL0163.The dynamic height is computed by dividing the NAVD 88
 PL0163.geopotential number by the normal gravity value computed on the
 PL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0163.degrees latitude (g = 980.6199 gals.).
 PL0163
 PL0163.The modeled gravity was interpolated from observed gravity values.
 PL0163
 PL0163;                    North         East     Units Scale Factor Converg.
 PL0163;SPC MI C     -   139,098.338 5,978,604.474   MT  0.99993403   -0 11 25.0
 PL0163;SPC MI C     -   456,359.38 19,614,844.07   iFT  0.99993403   -0 11 25.0
 PL0163;UTM  16      - 4,937,694.950   687,712.612   MT  1.00003333   +1 39 33.9
 PL0163
 PL0163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0163!SPC MI C     -   0.99994755  x   0.99993403  =   0.99988158
 PL0163!UTM  16      -   0.99994755  x   1.00003333  =   0.99998088
 PL0163
 PL0163                          SUPERSEDED SURVEY CONTROL
 PL0163
 PL0163  ELLIP H (02/03/97)  334.55   (m)                       GP(       ) 4 1
 PL0163  NAD 83(1986)-  44 34 05.25059(N)    084 38 09.68279(W) AD(       ) 1
 PL0163  NAD 83(1986)-  44 34 05.24898(N)    084 38 09.69606(W) AD(       ) 3
 PL0163  NAVD 88 (09/30/91)  369.06   (m)         1210.8    (f) LEVELING    3  
 PL0163  NGVD 29 (??/??/92)  369.158  (m)         1211.15   (f) ADJ UNCH    1 2
 PL0163
 PL0163.Superseded values are not recommended for survey control.
 PL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0163.See file dsdata.txt to determine how the superseded data were derived.
 PL0163
 PL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ8771337695(NAD 83)
 PL0163_MARKER: DB = BENCH MARK DISK
 PL0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0163_SP_SET: CONCRETE POST
 PL0163_STAMPING: J 28 1930 1211.146
 PL0163_MARK LOGO: CGS   
 PL0163_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0163+STABILITY: SURFACE MOTION
 PL0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0163+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1989
 PL0163
 PL0163  HISTORY     - Date     Condition        Report By
 PL0163  HISTORY     - 1930     MONUMENTED       CGS
 PL0163  HISTORY     - 1934     GOOD             NGS
 PL0163  HISTORY     - 1976     GOOD             NGS
 PL0163  HISTORY     - 19890403 GOOD             NGS
 PL0163
 PL0163                          STATION DESCRIPTION
 PL0163
 PL0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0163'9 MI S FROM GRAYLING.
 PL0163'9.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0163'GRAYLING, CRAWFORD COUNTY, 7-1/2 RAILS SOUTH OF MILEPOST BC 83,
 PL0163'32.1 FEET EAST OF THE EAST RAIL, AND 15.2 FEET WEST OF THE EAST
 PL0163'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED ELEV. 1211.146 J
 PL0163'28 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 PL0163'INCHES ABOVE GROUND.
 PL0163
 PL0163                          STATION RECOVERY (1976)
 PL0163
 PL0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0163'4.0 MILES EAST ALONG FOUR MILE ROAD FROM THE JUNCTION WITH U.S.
 PL0163'HIGHWAY 27, ABOUT 4 MILES SOUTH OF GRAYLING, THEN 2.2 MILES SOUTH TO
 PL0163'MARK ON RIGHT, 59 FT. WEST OF THE CENTER OF THE ROAD. 7-1/2 RAILS
 PL0163'SOUTH OF MILE POST 83, 32.1 FEET EAST OF THE EAST RAIL OF NEW YORK
 PL0163'CENTRAL TRACK. THERE IS NO LONGER A RIGHT OF WAY FENCE. A WITNESS
 PL0163'POST WAS SET 1 FOOT EAST OF MARK AND A ROD DRIVEN ALONG SIDE OF THE
 PL0163'MARK.
 PL0163
 PL0163                          STATION RECOVERY (1989)
 PL0163
 PL0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PL0163'THE STATION IS LOCATED ABOUT 29.3 KM (18.20 MI) WEST-SOUTHWEST OF
 PL0163'LUZERNE, 28.8 KM (17.90 MI) SOUTHWEST OF LOVELLS AND 11.7 KM
 PL0163'(7.25 MI) SOUTHEAST OF GRAYLING.  OWNERSHIP--CRAWFORD COUNTY.
 PL0163'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 75 AND
 PL0163'INTERSTATE HIGHWAY 75 BUSINESS (EXIT 254), IN THE SOUTHEAST EDGE OF
 PL0163'GRAYLING, GO SOUTH ON HIGHWAY 75 FOR 4.71 KM (2.95 MI) TO EXIT 251
 PL0163'(FOUR MILE ROAD).  BEAR RIGHT AND TAKE THE EXIT ROAD AND GO SOUTHWEST
 PL0163'FOR 0.56 KM (0.35 MI) TO A CROSSROAD.  TURN LEFT AND GO EAST ON FOUR
 PL0163'MILE ROAD FOR 6.62 KM (4.10 MI) TO A CROSSROAD.  TURN RIGHT AND GO
 PL0163'SOUTHERLY ON STALEY LAKE ROAD FOR 2.51 KM (1.55 MI) TO THE END OF THE
 PL0163'PAVEMENT.  CONTINUE SOUTHERLY ON STALEY LAKE ROAD FOR 1.11 KM
 PL0163'(0.70 MI) TO THE STATION ON THE RIGHT.
 PL0163'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 PL0163'MONUMENT THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 17.7 M
 PL0163'(58.1 FT) WEST-NORTHWEST OF THE CENTER OF STALEY LAKE ROAD, 9.8 M
 PL0163'(32.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE PENN CENTRAL RAILROAD AND
 PL0163'0.3 M (1.0 FT) WEST OF A METAL WITNESS POST.
 PL0163'DESCRIBED BY E.J. HANSMANN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0395 ***********************************************************************
 OJ0395  DESIGNATION -  J 29
 OJ0395  PID         -  OJ0395
 OJ0395  STATE/COUNTY-  MI/BAY
 OJ0395  USGS QUAD   -  PINCONNING (1973)
 OJ0395
 OJ0395                         *CURRENT SURVEY CONTROL
 OJ0395  ___________________________________________________________________
 OJ0395* NAD 83(1994)-  43 51 14.86434(N)    083 57 43.75554(W)     ADJUSTED  
 OJ0395* NAVD 88     -       182.847  (meters)     599.89   (feet)  ADJUSTED  
 OJ0395  ___________________________________________________________________
 OJ0395  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 OJ0395  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0395  DYNAMIC HT  -         182.815 (meters)     599.79  (feet)  COMP
 OJ0395  MODELED GRAV-     980,437.5   (mgal)                       NAVD 88
 OJ0395
 OJ0395  HORZ ORDER  -  SECOND
 OJ0395  VERT ORDER  -  FIRST     CLASS II
 OJ0395
 OJ0395.The horizontal coordinates were established by classical geodetic methods
 OJ0395.and adjusted by the National Geodetic Survey in February 1997..
 OJ0395
 OJ0395.The orthometric height was determined by differential leveling
 OJ0395.and adjusted by the National Geodetic Survey in June 1991..
 OJ0395.WARNING-Repeat measurements at this control monument indicate possible
 OJ0395.vertical movement.
 OJ0395
 OJ0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0395
 OJ0395.The geoid height was determined by GEOID03.
 OJ0395
 OJ0395.The dynamic height is computed by dividing the NAVD 88
 OJ0395.geopotential number by the normal gravity value computed on the
 OJ0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0395.degrees latitude (g = 980.6199 gals.).
 OJ0395
 OJ0395.The modeled gravity was interpolated from observed gravity values.
 OJ0395
 OJ0395;                    North         East     Units Scale Factor Converg.
 OJ0395;SPC MI S     -   261,585.622 4,032,525.286   MT  1.00005018   +0 16 31.0
 OJ0395;SPC MI S     -   858,220.54 13,230,069.84   iFT  1.00005018   +0 16 31.0
 OJ0395;UTM  17      - 4,859,937.155   261,926.442   MT  1.00029718   -2 03 11.6
 OJ0395;UTM  16      - 4,860,158.051   744,157.238   MT  1.00033327   +2 06 20.6
 OJ0395
 OJ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0395!SPC MI S     -   0.99997679  x   1.00005018  =   1.00002697
 OJ0395!UTM  17      -   0.99997679  x   1.00029718  =   1.00027396
 OJ0395!UTM  16      -   0.99997679  x   1.00033327  =   1.00031005
 OJ0395
 OJ0395                          SUPERSEDED SURVEY CONTROL
 OJ0395
 OJ0395  NAD 83(1986)-  43 51 14.85663(N)    083 57 43.77364(W) AD(       ) 2
 OJ0395  NAD 27      -  43 51 14.77443(N)    083 57 43.81608(W) AD(       ) 2
 OJ0395  NGVD 29 (??/??/92)  183.041  (m)          600.53   (f) ADJ UNCH    1 2
 OJ0395
 OJ0395.Superseded values are not recommended for survey control.
 OJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0395.See file dsdata.txt to determine how the superseded data were derived.
 OJ0395
 OJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6192659937(NAD 83)
 OJ0395_MARKER: DB = BENCH MARK DISK
 OJ0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0395_STAMPING: 600.527 J 29 1930
 OJ0395_MARK LOGO: CGS   
 OJ0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0395+STABILITY: SURFACE MOTION
 OJ0395
 OJ0395  HISTORY     - Date     Condition        Report By
 OJ0395  HISTORY     - 1981     MONUMENTED       NGS
 OJ0395  HISTORY     - 1934     GOOD             NGS
 OJ0395  HISTORY     - 1944     GOOD             NGS
 OJ0395  HISTORY     - 1983     GOOD             NGS
 OJ0395  HISTORY     - 19970719 GOOD             USPSQD
 OJ0395  HISTORY     - 19970824 GOOD             USPSQD
 OJ0395  HISTORY     - 20010303 GOOD             WOOLPT
 OJ0395
 OJ0395                          STATION DESCRIPTION
 OJ0395
 OJ0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ0395'THE STATION IS LOCATED IN PINCONNING, 0.3 KM (0.2 MI) EAST
 OJ0395'OF THE POST OFFICE AND NEAR THE JUNCTION OF FOURTH STREET
 OJ0395'AND MANITOU STREET.
 OJ0395'OWNERSHIP--CITY OF PINCONNING, CITY BUILDING, PINCONNING
 OJ0395'MI 48650, TELEPHONE NUMBER 517-879-4845, PERMISSION BY
 OJ0395'MR NORMAN LAPORTE, CITY MANAGER.
 OJ0395'
 OJ0395'TO REACH THE STATION FROM THE JUNCTION OF PINCONNING ROAD
 OJ0395'(FIFTH STREET) AND STATE HIGHWAY 13 (MABEL STREET), JUST
 OJ0395'WEST OF THE POST OFFICE IN THE CENTER OF PINCONNING, GO
 OJ0395'NORTH ON STATE HIGHWAY 13 FOR 0.2 KM (0.1 MI) TO A CROSSROAD
 OJ0395'(MANITOU STREET).  TURN RIGHT AND GO SOUTH ON THE PAVED
 OJ0395'STREET FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 OJ0395'
 OJ0395'THE STATION IS A STANDARD NGS BENCH MARK DISK
 OJ0395'STAMPED---J 29 1930 600.527---,
 OJ0395'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 22 CM ON A SIDE
 OJ0395'PROJECTING 9 CM ABOVE THE GROUND.  IT IS LOCATED
 OJ0395'16.28 METERS (53.4 FT) EAST FROM THE CENTER OF THE PAVED STREET,
 OJ0395'11.28 METERS (37.0 FT) SOUTHWEST FROM A RAILROAD SWITCH LEVER AND
 OJ0395'7.1 METERS (23.3 FT) WEST FROM THE WEST RAIL OF THE RAILROAD
 OJ0395'TRACKS.
 OJ0395'
 OJ0395'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.2 METERS.
 OJ0395'
 OJ0395'DESCRIBED BY G.M. RIVERS.
 OJ0395
 OJ0395                          STATION RECOVERY (1934)
 OJ0395
 OJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 OJ0395'IN PINCONNING.
 OJ0395'AT PINCONNING, BAY COUNTY ON THE MICHIGAN CENTRAL RAILROAD, 13
 OJ0395'RAILS SOUTH OF THE SOUTH END OF THE STATION, 54 FEET EAST OF THE
 OJ0395'CENTERLINE OF THE STREET PARALLELING THE TRACK, AND 23.3 FEET
 OJ0395'WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 OJ0395'STAMPED 600.527 J 29 1930 AND SET IN THE TOP OF A CONCRETE
 OJ0395'POST PROJECTING 3 INCHES ABOVE GROUND.
 OJ0395
 OJ0395                          STATION RECOVERY (1944)
 OJ0395
 OJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 OJ0395'RECOVERED IN GOOD CONDITION.
 OJ0395
 OJ0395                          STATION RECOVERY (1983)
 OJ0395
 OJ0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0395'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD STATION IS GONE,
 OJ0395'BENCH MARK LOCATED BETWEEN FOURTH AND FIFTH STREETS IN PINCONNING.
 OJ0395'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 OJ0395
 OJ0395                          STATION RECOVERY (1997)
 OJ0395
 OJ0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0395'RECOVERED IN GOOD CONDITION.
 OJ0395
 OJ0395                          STATION RECOVERY (1997)
 OJ0395
 OJ0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0395'RECOVERED IN GOOD CONDITION.
 OJ0395
 OJ0395                          STATION RECOVERY (2001)
 OJ0395
 OJ0395'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OJ0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0650 ***********************************************************************
 RJ0650  DESIGNATION -  J 293
 RJ0650  PID         -  RJ0650
 RJ0650  STATE/COUNTY-  MI/CHIPPEWA
 RJ0650  USGS QUAD   -  GOETZVILLE (1976)
 RJ0650
 RJ0650                         *CURRENT SURVEY CONTROL
 RJ0650  ___________________________________________________________________
 RJ0650* NAD 83(1986)-  46 03 30.     (N)    084 05 44.     (W)     SCALED    
 RJ0650* NAVD 88     -       229.636  (meters)     753.40   (feet)  ADJUSTED  
 RJ0650  ___________________________________________________________________
 RJ0650  GEOID HEIGHT-         -36.49  (meters)                     GEOID03
 RJ0650  DYNAMIC HT  -         229.641 (meters)     753.41  (feet)  COMP
 RJ0650  MODELED GRAV-     980,630.8   (mgal)                       NAVD 88
 RJ0650
 RJ0650  VERT ORDER  -  FIRST     CLASS 0
 RJ0650
 RJ0650.The horizontal coordinates were scaled from a topographic map and have
 RJ0650.an estimated accuracy of +/- 6 seconds.
 RJ0650
 RJ0650.The orthometric height was determined by differential leveling
 RJ0650.and adjusted by the National Geodetic Survey in June 1991..
 RJ0650
 RJ0650.The geoid height was determined by GEOID03.
 RJ0650
 RJ0650.The dynamic height is computed by dividing the NAVD 88
 RJ0650.geopotential number by the normal gravity value computed on the
 RJ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0650.degrees latitude (g = 980.6199 gals.).
 RJ0650
 RJ0650.The modeled gravity was interpolated from observed gravity values.
 RJ0650
 RJ0650;                    North         East    Units  Estimated Accuracy
 RJ0650;SPC MI N     -   145,830.    8,224,680.      MT  (+/- 180 meters Scaled)
 RJ0650
 RJ0650                          SUPERSEDED SURVEY CONTROL
 RJ0650
 RJ0650.No superseded survey control is available for this station.
 RJ0650
 RJ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS246046(NAD 83)
 RJ0650_MARKER: I = METAL ROD
 RJ0650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0650_STAMPING: J 293 1983
 RJ0650_MARK LOGO: NGS   
 RJ0650_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0650_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0650+STABILITY: POSITION/ELEVATION WELL
 RJ0650_ROD/PIPE-DEPTH: 20.1 meters
 RJ0650_SLEEVE-DEPTH  : 6.09 meters
 RJ0650
 RJ0650  HISTORY     - Date     Condition        Report By
 RJ0650  HISTORY     - 1983     MONUMENTED       NGS
 RJ0650
 RJ0650                          STATION DESCRIPTION
 RJ0650
 RJ0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0650'IN GOETZVILLE.
 RJ0650'IN GOETZVILLE, SET IN THE LAWN AT THE SOUTHWEST CORNER OF THE ST.
 RJ0650'STANISI-AUSKOSTKA CATHOLIC CHURCH, LOCATED ABOUT 0.2 KM (0.15 MI) WEST
 RJ0650'OF THE POST OFFICE, 25.29 METERS (83.0 FT) NORTH OF THE CENTER OF AN
 RJ0650'ASPHALT ROAD, 14.32 METERS (47.0 FT) SOUTH OF THE SOUTH FACE OF A
 RJ0650'BRICK CHIMNEY, 7.94 METERS (26.0 FT) NORTHWEST OF THE EXTENDED CENTER
 RJ0650'OF THE TWO DOORS AT THE MAIN ENTRANCE, AND 1.37 METERS (4.5 FT) WEST
 RJ0650'OF THE SOUTHWEST CORNER OF THE CHURCH.
 RJ0650'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0653 ***********************************************************************
 RJ0653  DESIGNATION -  J 294
 RJ0653  PID         -  RJ0653
 RJ0653  STATE/COUNTY-  MI/CHIPPEWA
 RJ0653  USGS QUAD   -  GOETZVILLE (1976)
 RJ0653
 RJ0653                         *CURRENT SURVEY CONTROL
 RJ0653  ___________________________________________________________________
 RJ0653* NAD 83(1986)-  46 01 12.     (N)    084 04 16.     (W)     SCALED    
 RJ0653* NAVD 88     -       216.551  (meters)     710.47   (feet)  ADJUSTED  
 RJ0653  ___________________________________________________________________
 RJ0653  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 RJ0653  DYNAMIC HT  -         216.555 (meters)     710.48  (feet)  COMP
 RJ0653  MODELED GRAV-     980,629.7   (mgal)                       NAVD 88
 RJ0653
 RJ0653  VERT ORDER  -  FIRST     CLASS 0
 RJ0653
 RJ0653.The horizontal coordinates were scaled from a topographic map and have
 RJ0653.an estimated accuracy of +/- 6 seconds.
 RJ0653
 RJ0653.The orthometric height was determined by differential leveling
 RJ0653.and adjusted by the National Geodetic Survey in June 1991..
 RJ0653
 RJ0653.The geoid height was determined by GEOID03.
 RJ0653
 RJ0653.The dynamic height is computed by dividing the NAVD 88
 RJ0653.geopotential number by the normal gravity value computed on the
 RJ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0653.degrees latitude (g = 980.6199 gals.).
 RJ0653
 RJ0653.The modeled gravity was interpolated from observed gravity values.
 RJ0653
 RJ0653;                    North         East    Units  Estimated Accuracy
 RJ0653;SPC MI N     -   141,640.    8,226,730.      MT  (+/- 180 meters Scaled)
 RJ0653
 RJ0653                          SUPERSEDED SURVEY CONTROL
 RJ0653
 RJ0653.No superseded survey control is available for this station.
 RJ0653
 RJ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS267004(NAD 83)
 RJ0653_MARKER: I = METAL ROD
 RJ0653_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0653_SP_SET: STAINLESS STEEL ROD
 RJ0653_STAMPING: J 294 1983
 RJ0653_MARK LOGO: NGS   
 RJ0653_PROJECTION: RECESSED 6 CENTIMETERS
 RJ0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0653_ROD/PIPE-DEPTH: 6.09 meters
 RJ0653
 RJ0653  HISTORY     - Date     Condition        Report By
 RJ0653  HISTORY     - 1983     MONUMENTED       NGS
 RJ0653  HISTORY     - 19940729 GOOD             USPSQD
 RJ0653
 RJ0653                          STATION DESCRIPTION
 RJ0653
 RJ0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0653'6.3 KM (3.9 MI) SSE FROM GOETZVILLE.
 RJ0653'6.3 KM (3.9 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 48 FROM THE POST
 RJ0653'OFFICE IN GOETZVILLE, AT A REVERSE Y-JUNCTION WITH A GRAVELED ROAD
 RJ0653'LEADING NORTH, 24.0 METERS (79.0 FT) EAST-NORTHEAST OF THE CENTER OF
 RJ0653'THE HIGHWAY, 46.6 METERS (153.0 FT) NORTHEAST AND ACROSS HIGHWAY 48
 RJ0653'FROM A POWERLINE POLE, 43.5 METERS (143.0 FT) SOUTH-SOUTHEAST OF A
 RJ0653'TELEPHONE JUNCTION BOX ACROSS THE GRAVELED ROAD, AND 0.15 METERS
 RJ0653'(0.5 FT) WEST OF A BARBED WIRE FENCE.
 RJ0653'THE MARK IS 0.3 METERS  NNW FROM A WITNESS POST.
 RJ0653'THE MARK IS 0.8 M ABOVE HIGHWAY.
 RJ0653
 RJ0653                          STATION RECOVERY (1994)
 RJ0653
 RJ0653'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0596 ***********************************************************************
 RJ0596  DESIGNATION -  J 295
 RJ0596  PID         -  RJ0596
 RJ0596  STATE/COUNTY-  MI/CHIPPEWA
 RJ0596  USGS QUAD   -  BRIMLEY (1975)
 RJ0596
 RJ0596                         *CURRENT SURVEY CONTROL
 RJ0596  ___________________________________________________________________
 RJ0596* NAD 83(1986)-  46 25 07.     (N)    084 31 49.     (W)     SCALED    
 RJ0596* NAVD 88     -       193.341  (meters)     634.32   (feet)  ADJUSTED  
 RJ0596  ___________________________________________________________________
 RJ0596  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0596  DYNAMIC HT  -         193.350 (meters)     634.35  (feet)  COMP
 RJ0596  MODELED GRAV-     980,658.8   (mgal)                       NAVD 88
 RJ0596
 RJ0596  VERT ORDER  -  FIRST     CLASS 0
 RJ0596
 RJ0596.The horizontal coordinates were scaled from a topographic map and have
 RJ0596.an estimated accuracy of +/- 6 seconds.
 RJ0596
 RJ0596.The orthometric height was determined by differential leveling
 RJ0596.and adjusted by the National Geodetic Survey in June 1991..
 RJ0596
 RJ0596.The geoid height was determined by GEOID03.
 RJ0596
 RJ0596.The dynamic height is computed by dividing the NAVD 88
 RJ0596.geopotential number by the normal gravity value computed on the
 RJ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0596.degrees latitude (g = 980.6199 gals.).
 RJ0596
 RJ0596.The modeled gravity was interpolated from observed gravity values.
 RJ0596
 RJ0596;                    North         East    Units  Estimated Accuracy
 RJ0596;SPC MI N     -   184,710.    8,189,820.      MT  (+/- 180 meters Scaled)
 RJ0596
 RJ0596                          SUPERSEDED SURVEY CONTROL
 RJ0596
 RJ0596.No superseded survey control is available for this station.
 RJ0596
 RJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS897435(NAD 83)
 RJ0596_MARKER: I = METAL ROD
 RJ0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0596_SP_SET: STAINLESS STEEL ROD
 RJ0596_STAMPING: J 295 1983
 RJ0596_MARK LOGO: NGS   
 RJ0596_PROJECTION: FLUSH
 RJ0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0596_ROD/PIPE-DEPTH: 12.2 meters
 RJ0596
 RJ0596  HISTORY     - Date     Condition        Report By
 RJ0596  HISTORY     - 1983     MONUMENTED       NGS
 RJ0596
 RJ0596                          STATION DESCRIPTION
 RJ0596
 RJ0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0596'4.3 KM (2.65 MI) EAST FROM BRIMLEY.
 RJ0596'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE M 221 FROM THE POST OFFICE IN
 RJ0596'BRIMLEY, THENCE 3.4 KM (2.1 MI) EASTERLY ALONG AN ASPHALT ROAD (WAISKA
 RJ0596'BAY ROAD), THENCE 0.1 KM (0.05 MI) NORTH ALONG BIRCH POINT ROAD, AT
 RJ0596'THE OUTSIDE OF A SHORT CURVE, AT A WOODS ROAD AND GATE LEADING EAST,
 RJ0596'SET BETWEEN TWO WITNESS POSTS, 14.3 METERS (47.0 FT) SOUTHEAST OF THE
 RJ0596'CENTERLINE OF ROAD, 0.73 METERS (2.4 FT) SOUTH OF A GUYED SUPPORT
 RJ0596'POLE, 2.4 METERS (7.8 FT) NORTH OF A GUY ANCHOR, 3.4 METERS (11.0 FT)
 RJ0596'NORTH OF THE CENTER OF THE WOODS ROAD, AND 4.8 METERS (15.9 FT)
 RJ0596'NORTHWEST OF THE CENTER OF THE METAL SWING GATE.
 RJ0596'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 RJ0596'THE MARK IS 0.61 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0630 ***********************************************************************
 RJ0630  DESIGNATION -  J 296
 RJ0630  PID         -  RJ0630
 RJ0630  STATE/COUNTY-  MI/CHIPPEWA
 RJ0630  USGS QUAD   -  BARBEAU (1975)
 RJ0630
 RJ0630                         *CURRENT SURVEY CONTROL
 RJ0630  ___________________________________________________________________
 RJ0630* NAD 83(1986)-  46 17 18.     (N)    084 16 52.     (W)     SCALED    
 RJ0630* NAVD 88     -       201.074  (meters)     659.69   (feet)  ADJUSTED  
 RJ0630  ___________________________________________________________________
 RJ0630  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0630  DYNAMIC HT  -         201.084 (meters)     659.72  (feet)  COMP
 RJ0630  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RJ0630
 RJ0630  VERT ORDER  -  FIRST     CLASS 0
 RJ0630
 RJ0630.The horizontal coordinates were scaled from a topographic map and have
 RJ0630.an estimated accuracy of +/- 6 seconds.
 RJ0630
 RJ0630.The orthometric height was determined by differential leveling
 RJ0630.and adjusted by the National Geodetic Survey in June 1991..
 RJ0630
 RJ0630.The geoid height was determined by GEOID03.
 RJ0630
 RJ0630.The dynamic height is computed by dividing the NAVD 88
 RJ0630.geopotential number by the normal gravity value computed on the
 RJ0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0630.degrees latitude (g = 980.6199 gals.).
 RJ0630
 RJ0630.The modeled gravity was interpolated from observed gravity values.
 RJ0630
 RJ0630;                    North         East    Units  Estimated Accuracy
 RJ0630;SPC MI N     -   170,860.    8,209,460.      MT  (+/- 180 meters Scaled)
 RJ0630
 RJ0630                          SUPERSEDED SURVEY CONTROL
 RJ0630
 RJ0630.No superseded survey control is available for this station.
 RJ0630
 RJ0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS094296(NAD 83)
 RJ0630_MARKER: I = METAL ROD
 RJ0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0630_SP_SET: STAINLESS STEEL ROD
 RJ0630_STAMPING: J 296 1983
 RJ0630_MARK LOGO: NGS   
 RJ0630_PROJECTION: FLUSH
 RJ0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0630_ROD/PIPE-DEPTH: 4.8  meters
 RJ0630
 RJ0630  HISTORY     - Date     Condition        Report By
 RJ0630  HISTORY     - 1983     MONUMENTED       NGS
 RJ0630
 RJ0630                          STATION DESCRIPTION
 RJ0630
 RJ0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0630'IN BARBEAU.
 RJ0630'IN BARBEAU, AT THE POST OFFICE, AT THE INTERSECTION OF RIVERSIDE ROAD
 RJ0630'AND CORKTOWN ROAD, 22.4 METERS (73.5 FT) EAST OF THE CENTERLINE OF
 RJ0630'RIVERSIDE ROAD, 14.6 METERS (48.0 FT) SOUTH OF THE CENTERLINE OF
 RJ0630'CORKTOWN ROAD, 6.1 METERS (19.9 FT) WEST OF THE NORTHEAST CORNER OF
 RJ0630'THE POST OFFICE, 2.5 METERS (8.2 FT) EAST OF THE NORTHWEST CORNER OF
 RJ0630'THE POST OFFICE, AND 1.9 METERS (6.4 FT) EAST OF A FLAGPOLE.  NOTE,
 RJ0630'THE ROD WAS DRIVEN TO REFUSAL.
 RJ0630'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 RJ0630'THE MARK IS ABOVE LEVEL WITH RIVERSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0671 ***********************************************************************
 RJ0671  DESIGNATION -  J 297
 RJ0671  PID         -  RJ0671
 RJ0671  STATE/COUNTY-  MI/CHIPPEWA
 RJ0671  USGS QUAD   -  OAK RIDGE (1976)
 RJ0671
 RJ0671                         *CURRENT SURVEY CONTROL
 RJ0671  ___________________________________________________________________
 RJ0671* NAD 83(1986)-  46 17 17.     (N)    084 11 27.     (W)     SCALED    
 RJ0671* NAVD 88     -       198.545  (meters)     651.39   (feet)  ADJUSTED  
 RJ0671  ___________________________________________________________________
 RJ0671  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0671  DYNAMIC HT  -         198.555 (meters)     651.43  (feet)  COMP
 RJ0671  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 RJ0671
 RJ0671  VERT ORDER  -  FIRST     CLASS 0
 RJ0671
 RJ0671.The horizontal coordinates were scaled from a topographic map and have
 RJ0671.an estimated accuracy of +/- 6 seconds.
 RJ0671
 RJ0671.The orthometric height was determined by differential leveling
 RJ0671.and adjusted by the National Geodetic Survey in June 1991..
 RJ0671
 RJ0671.The geoid height was determined by GEOID03.
 RJ0671
 RJ0671.The dynamic height is computed by dividing the NAVD 88
 RJ0671.geopotential number by the normal gravity value computed on the
 RJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0671.degrees latitude (g = 980.6199 gals.).
 RJ0671
 RJ0671.The modeled gravity was interpolated from observed gravity values.
 RJ0671
 RJ0671;                    North         East    Units  Estimated Accuracy
 RJ0671;SPC MI N     -   171,080.    8,216,410.      MT  (+/- 180 meters Scaled)
 RJ0671
 RJ0671                          SUPERSEDED SURVEY CONTROL
 RJ0671
 RJ0671.No superseded survey control is available for this station.
 RJ0671
 RJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS163298(NAD 83)
 RJ0671_MARKER: I = METAL ROD
 RJ0671_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ0671+WITH SETTING: INFORMATION.
 RJ0671_SP_SET: SHALLOW SET METAL ROD
 RJ0671_STAMPING: J 297 1983
 RJ0671_MARK LOGO: NGS   
 RJ0671_PROJECTION: FLUSH
 RJ0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0671+STABILITY: SURFACE MOTION
 RJ0671_ROD/PIPE-DEPTH: 1.8  meters
 RJ0671
 RJ0671  HISTORY     - Date     Condition        Report By
 RJ0671  HISTORY     - 1983     MONUMENTED       NGS
 RJ0671
 RJ0671                          STATION DESCRIPTION
 RJ0671
 RJ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0671'1.6 KM (1.0 MI) EAST FROM OAK RIDGE.
 RJ0671'1.6 KM (1.0 MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY
 RJ0671'LANDING IN OAK RIDGE ON NEEBISH ISLAND, AT THE THIRD POWERLINE POLE
 RJ0671'WEST OF THE ENTRANCE ROAD TO BENCH MARK SALE, 5.9 METERS (19.3 FT)
 RJ0671'SOUTH OF THE APPROXIMATE CENTER OF THE ROAD, AND 1.1 METERS (3.6 FT)
 RJ0671'EAST OF POWERLINE POLE NUMBER USCG 55 WITH BOULDERS SURROUNDING THE
 RJ0671'POLE.  NOTE, DRIVEN TO REFUSAL.
 RJ0671'THE MARK IS 0.42 METERS  W FROM A WITNESS POST.
 RJ0671'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0428 ***********************************************************************
 QK0428  TIDAL BM    -  This is a Tidal Bench Mark.
 QK0428  DESIGNATION -  J 299
 QK0428  PID         -  QK0428
 QK0428  STATE/COUNTY-  MI/CHEBOYGAN
 QK0428  USGS QUAD   -  ST IGNACE (1976)
 QK0428
 QK0428                         *CURRENT SURVEY CONTROL
 QK0428  ___________________________________________________________________
 QK0428* NAD 83(1997)-  45 46 41.25348(N)    084 43 35.85340(W)     ADJUSTED  
 QK0428* NAVD 88     -       179.604  (meters)     589.25   (feet)  ADJUSTED  
 QK0428  ___________________________________________________________________
 QK0428  X           -     409,553.086 (meters)                     COMP
 QK0428  Y           -  -4,437,266.702 (meters)                     COMP
 QK0428  Z           -   4,548,185.536 (meters)                     COMP
 QK0428  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 QK0428  ELLIP HEIGHT-         144.21  (meters)          (07/12/02) GPS OBS
 QK0428  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0428  DYNAMIC HT  -         179.608 (meters)     589.26  (feet)  COMP
 QK0428  MODELED GRAV-     980,635.6   (mgal)                       NAVD 88
 QK0428
 QK0428  HORZ ORDER  -  A
 QK0428  VERT ORDER  -  FIRST     CLASS II
 QK0428  ELLP ORDER  -  THIRD     CLASS II
 QK0428
 QK0428.The horizontal coordinates were established by GPS observations
 QK0428.and adjusted by the National Geodetic Survey in May 1999..
 QK0428
 QK0428.The orthometric height was determined by differential leveling
 QK0428.and adjusted by the National Geodetic Survey in June 1991..
 QK0428
 QK0428.This Tidal Bench Mark is designated as VM 13068
 QK0428.by the Center for Operational Oceanographic Products and Services.
 QK0428
 QK0428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0428
 QK0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0428
 QK0428.The ellipsoidal height was determined by GPS observations
 QK0428.and is referenced to NAD 83.
 QK0428
 QK0428.The geoid height was determined by GEOID03.
 QK0428
 QK0428.The dynamic height is computed by dividing the NAVD 88
 QK0428.geopotential number by the normal gravity value computed on the
 QK0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0428.degrees latitude (g = 980.6199 gals.).
 QK0428
 QK0428.The modeled gravity was interpolated from observed gravity values.
 QK0428
 QK0428;                    North         East     Units Scale Factor Converg.
 QK0428;SPC MI C     -   273,590.147 5,972,004.686   MT  1.00001901   -0 15 15.4
 QK0428;SPC MI C     -   897,605.47 19,593,191.23   iFT  1.00001901   -0 15 15.4
 QK0428;SPC MI N     -   113,100.946 8,176,771.080   MT  0.99994176   +1 38 35.4
 QK0428;SPC MI N     -   371,066.10 26,826,676.77   iFT  0.99994176   +1 38 35.4
 QK0428;UTM  16      - 5,071,909.604   676,733.692   MT  0.99998401   +1 37 46.6
 QK0428
 QK0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0428!SPC MI C     -   0.99997739  x   1.00001901  =   0.99999640
 QK0428!SPC MI N     -   0.99997739  x   0.99994176  =   0.99991915
 QK0428!UTM  16      -   0.99997739  x   0.99998401  =   0.99996140
 QK0428
 QK0428|---------------------------------------------------------------------|
 QK0428| PID    Reference Object                     Distance      Geod. Az  |
 QK0428|                                                           dddmmss.s |
 QK0428| QK0259 907 5080 MACKINAW                   289.938 METERS 09359     |
 QK0428|---------------------------------------------------------------------|
 QK0428
 QK0428                          SUPERSEDED SURVEY CONTROL
 QK0428
 QK0428  ELLIP H (05/25/99)  144.19   (m)                       GP(       ) 3 1
 QK0428  NAD 83(1994)-  45 46 41.25143(N)    084 43 35.85357(W) AD(       ) 2
 QK0428  ELLIP H (02/03/97)  144.24   (m)                       GP(       ) 4 1
 QK0428  NAD 83(1986)-  45 46 41.24725(N)    084 43 35.85649(W) AD(       ) 2
 QK0428  NAVD 88 (05/25/99)  179.60   (m)          589.2    (f) LEVELING    3  
 QK0428  NGVD 29 (12/10/93)  179.63   (m)          589.3    (f) LEVELING    3  
 QK0428
 QK0428.Superseded values are not recommended for survey control.
 QK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0428.See file dsdata.txt to determine how the superseded data were derived.
 QK0428
 QK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7673471910(NAD 83)
 QK0428_MARKER: F = FLANGE-ENCASED ROD
 QK0428_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0428_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0428_STAMPING: J 299 1983
 QK0428_MARK LOGO: NGS   
 QK0428_PROJECTION: RECESSED 4 CENTIMETERS
 QK0428_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0428_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0428+STABILITY: POSITION/ELEVATION WELL
 QK0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0428+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2003
 QK0428_ROD/PIPE-DEPTH: 9.14 meters
 QK0428_SLEEVE-DEPTH  : 6.70 meters
 QK0428
 QK0428  HISTORY     - Date     Condition        Report By
 QK0428  HISTORY     - 1983     MONUMENTED       NGS
 QK0428  HISTORY     - 19930622 GOOD             NOS
 QK0428  HISTORY     - 19941006 GOOD             NOS
 QK0428  HISTORY     - 19950920 GOOD             NOS
 QK0428  HISTORY     - 19970605 GOOD             NGS
 QK0428  HISTORY     - 20030607 GOOD             USPSQD
 QK0428
 QK0428                          STATION DESCRIPTION
 QK0428
 QK0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0428'IN MACKINAW CITY.
 QK0428'IN MACKINAW CITY, 0.4 KM (0.2 MI) SOUTH ALONG SOUTH HURON STREET AND
 QK0428'STATE HIGHWAY 23 FROM THE MACKINAW CITY MUNICIPAL BUILDING, SET AT THE
 QK0428'JUNCTION OF SOUTH HURON AVENUE AND WEST RAILROAD AVENUE AND ALSO THE
 QK0428'ROAD LEADING TO THE STATE DOCK AND WATER GAGE STATION NUMBER 907-5080,
 QK0428'17.98 METERS (59.0 FT) WEST OF THE CENTERLINE OF HURON AVENUE,
 QK0428'12.19 METERS (40.0 FT) NORTH OF THE CENTER OF RAILROAD AVENUE,
 QK0428'2.59 METERS (8.5 FT) NORTHWEST OF A POWERLINE POLE, 25.45 METERS
 QK0428'(83.5 FT) SOUTH OF THE SOUTHEAST CORNER OF TRAVERSE BAY WOOLEN COMPANY
 QK0428'STORE, 3.10 METERS (10.2 FT) EAST OF THE EAST EDGE OF A NORTH-SOUTH
 QK0428'SIDEWALK, 4.02 METERS (13.2 FT) SOUTH OF THE SOUTH EDGE OF AN
 QK0428'EAST-WEST SIDEWALK, AND 1.52 METERS (5.0 FT) EAST OF THE NORTH METAL
 QK0428'POST SUPPORTING A SIGN (LINE UP FOR THE FERRY).
 QK0428'THE MARK IS ABOVE LEVEL WITH HURON AVENUE.
 QK0428
 QK0428                          STATION RECOVERY (1993)
 QK0428
 QK0428'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 QK0428'DESCRIPTION IS ADEQUATE EXCEPT THAT HURON STREET HAS BEEN RESURFACED
 QK0428'AND IMPROVED,NEW MEASUREMENTS TO THE STATION HAVE REPLACED THE OLD
 QK0428'ONES.THE STATION IS 20.4 FT (6.2 M) SOUTHEAST OF THE SOUTHEAST CORNER
 QK0428'OF THE TRAVERSE BAY WOOLEN COMPANY BUILDING, 9.8 FT (3.0 M) WEST OF
 QK0428'THE NORTH EDGE OF THE BRICK SIDEWALK, 9.8 FT (3.0 M) NORTH OF THE
 QK0428'RAILROAD/HURON AVE. STREET SIGN.
 QK0428
 QK0428                          STATION RECOVERY (1994)
 QK0428
 QK0428'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 QK0428'IN MACKINAW CITY, 0.4 KM (0.25 MI) SOUTH ALONG SOUTH HURON STREET AND
 QK0428'STATE HIGHWAY 23 FROM THE MACKINAW CITY MUNICIPAL BUILDING, SET AT THE
 QK0428'JUNCTION OF SOUTH HURON AVENUE AND WEST RAILROAD AVENUE AND ALSO THE
 QK0428'ROAD LEADING TO THE STATE DOCK AND WATER GAGE STATION NUMBER 907-5080,
 QK0428'17.98 METERS (58.99 FT) WEST OF THE CENTERLINE OF HURON AVENUE, 12.19
 QK0428'METERS (39.99 FT) NORTH OF THE CENTER OF RAILROAD AVENUE, 2.59 METERS
 QK0428'(8.50 FT) NORTHWEST OF A POWERLINE POLE, 25.45 METERS (83.50 FT) SOUTH
 QK0428'OF THE SOUTHEAST CORNER OF TRAVERSE BAY WOOLEN COMPANY STORE, 3.10
 QK0428'METERS (10.17 FT) EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK,
 QK0428'4.02 METERS (13.19 FT) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 QK0428'SIDEWALK, AND 1.52 METERS (4.99 FT) EAST OF THE NORTH METAL POST
 QK0428'SUPPORTING A SIGN (LINE UP FOR THE FERRY) . IN 1993 THIS POINT WAS
 QK0428'REPORTED BY NOS AS BEING IN GOOD CONDITION. DESCRIPTION IS ADEQUATE
 QK0428'EXCEPT THAT HURON STREET HAS BEEN RESURFACED AND IMPROVED,NEW
 QK0428'MEASUREMENTS TO THE STATION HAVE REPLACED THE OLD ONES.THE STATION IS
 QK0428'20.4 FT (6.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE TRAVERSE BAY
 QK0428'WOOLEN COMPANY BUILDING, 9.8 FT (3.0 M) WEST OF THE NORTH EDGE OF THE
 QK0428'BRICK SIDEWALK, 9.8 FT (3.0 M) NORTH OF THE RAILROAD/HURON AVE.
 QK0428'STREET SIGN.
 QK0428
 QK0428                          STATION RECOVERY (1995)
 QK0428
 QK0428'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QK0428'RECOVERED AS DESCRIBED.
 QK0428
 QK0428                          STATION RECOVERY (1997)
 QK0428
 QK0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 QK0428'THE STATION IS LOCATED IN MACKINAW CITY, MI., IN THE NORTHWEST
 QK0428'QUADRANT OF THE INTERSECTION OF (S.  HURON AVE.) AND (W.  RAILROAD
 QK0428'AVE.), SOUTH-SOUTHEAST OF THE (TRAVERSE BAY WOOLEN CO) LOG BUILDINGS
 QK0428'SOUTH-SOUTHEAST CORNER, JUST NORTH-NORTHEAST OF THE (S.  HURON AVE.)
 QK0428'AND (W.  RAILROAD AVE.) STREET SIGN.  OWNERSHIP--VILLAGE OF MACKINAW
 QK0428'CITY, 102 SOUTH HURON AVENUE, MACKINAW CITY, MI.  49701.  VILLAGE
 QK0428'MANAGER JEFFERY B.  LAWSON.  NOTE--CONTACT VILLAGE MANAGER (24-HOURS)
 QK0428'IN ADVANCE, HE WILL NOTIFY POLICE TO KEEP AN EYE ON EQUIPMENT.
 QK0428'NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL GREAT LAKES DATUM
 QK0428'POINTS).  TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 QK0428'75 AND U.S.  HIGHWAY 23 (EXIT 338) NEAR THE SOUTHEAST EDGE OF MACKINAW
 QK0428'CITY, GO EAST, 0.56 KM (0.35 MI) ALONG HIGHWAY 23 SOUTH TO (S.  HURON
 QK0428'AVE.).  TURN LEFT, NORTH, 0.72 KM (0.45 MI) ALONG THE AVENUE TO THE
 QK0428'INTERSECTION OF (W.  RAILROAD AVE.) ON THE LEFT AND THE STATION IN THE
 QK0428'NORTHWEST QUADRANT, JUST NORTH-NORTHEAST OF THE STREET SIGN.  STATION
 QK0428'IS 19.6 M (64.3 FT) WEST-NORTHWEST OF THE SOUTH HURON AVENUE CENTER,
 QK0428'10.3 M (33.8 FT) NORTH OF THE WEST RAILROAD AVENUE CENTER, 6.2 M (20.3
 QK0428'FT) SOUTH-SOUTHEAST OF THE LOG BUILDINGS SOUTH-SOUTHEAST CORNER, 3.5 M
 QK0428'(11.5 FT) SOUTH OF A BRICK SIDEWALK, 3.0 M (9.8 FT) WEST-NORTHWEST OF
 QK0428'A BRICK SIDEWALK, 2.9 M (9.5 FT) NORTH-NORTHEAST OF THE STREET SIGN,
 QK0428'2.3 M (7.5 FT) NORTHWEST OF A 12X12-INCH WOODEN (MACKINAW CITY
 QK0428'HISTORICAL PATHWAY) MARKER POST, AND THE STATION IS ABOUT 0.2 M (0.7
 QK0428'FT) ABOVE THE WEST RAILROAD AVENUE LEVEL AND FLUSH WITH THE GROUND
 QK0428'SURFACE.  BY R.G.  HAYES  NOTE--THE DATUM POINT IS THE TOP CENTER OF A
 QK0428'STAINLESS STEEL ROD CAP CRIMPED TO THE TOP OF A STAINLESS STEEL ROD
 QK0428'RECESSED ABOUT 0.1 M (0.3 FT) BELOW THE GROUND SURFACE AND DRIVEN TO A
 QK0428'DEPTH OF 9.14 M, (29.99 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT)
 QK0428'LONG, ENCASED IN A 5-INCH PVC PIPE WITH NGS LOGO CAP, SURROUNDED BY
 QK0428'CONCRETE.  ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 QK0428
 QK0428                          STATION RECOVERY (2003)
 QK0428
 QK0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0305 ***********************************************************************
 QL0305  DESIGNATION -  J 30
 QL0305  PID         -  QL0305
 QL0305  STATE/COUNTY-  MI/MENOMINEE
 QL0305  USGS QUAD   -  STEPHENSON (1982)
 QL0305
 QL0305                         *CURRENT SURVEY CONTROL
 QL0305  ___________________________________________________________________
 QL0305* NAD 83(1986)-  45 23 03.     (N)    087 36 41.     (W)     SCALED    
 QL0305* NAVD 88     -       208.511  (meters)     684.09   (feet)  ADJUSTED  
 QL0305  ___________________________________________________________________
 QL0305  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 QL0305  DYNAMIC HT  -         208.494 (meters)     684.03  (feet)  COMP
 QL0305  MODELED GRAV-     980,533.9   (mgal)                       NAVD 88
 QL0305
 QL0305  VERT ORDER  -  FIRST     CLASS II
 QL0305
 QL0305.The horizontal coordinates were scaled from a topographic map and have
 QL0305.an estimated accuracy of +/- 6 seconds.
 QL0305
 QL0305.The orthometric height was determined by differential leveling
 QL0305.and adjusted by the National Geodetic Survey in June 1991..
 QL0305
 QL0305.The geoid height was determined by GEOID03.
 QL0305
 QL0305.The dynamic height is computed by dividing the NAVD 88
 QL0305.geopotential number by the normal gravity value computed on the
 QL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0305.degrees latitude (g = 980.6199 gals.).
 QL0305
 QL0305.The modeled gravity was interpolated from observed gravity values.
 QL0305
 QL0305;                    North         East    Units  Estimated Accuracy
 QL0305;SPC MI N     -    66,970.    7,952,120.      MT  (+/- 180 meters Scaled)
 QL0305
 QL0305                          SUPERSEDED SURVEY CONTROL
 QL0305
 QL0305  NGVD 29 (??/??/92)  208.528  (m)          684.15   (f) ADJ UNCH    1 2
 QL0305
 QL0305.Superseded values are not recommended for survey control.
 QL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0305.See file dsdata.txt to determine how the superseded data were derived.
 QL0305
 QL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR521258(NAD 83)
 QL0305_MARKER: DB = BENCH MARK DISK
 QL0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0305_STAMPING: 684.146 J 30 1930
 QL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0305+STABILITY: SURFACE MOTION
 QL0305
 QL0305  HISTORY     - Date     Condition        Report By
 QL0305  HISTORY     - 1930     MONUMENTED       CGS
 QL0305  HISTORY     - 1934     GOOD             NGS
 QL0305  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0305  HISTORY     - 1963     MARK NOT FOUND   USGS
 QL0305
 QL0305                          STATION DESCRIPTION
 QL0305
 QL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QL0305'0.5 MI N FROM INGALLS.
 QL0305'0.5 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0305'THE STATION AT INGALLS, MENOMINEE COUNTY, 49 YARDS NORTH OF A
 QL0305'SPUR TRACK SWITCH, AT A ROAD CROSSING, 21 FEET SOUTH OF THE
 QL0305'CENTERLINE OF THE ROAD, AND 22.5 FEET WEST OF THE WEST RAIL.
 QL0305'A STANDARD DISK, STAMPED 684.146 J 30 1930 AND SET IN THE TOP
 QL0305'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 QL0305
 QL0305                          STATION RECOVERY (1963)
 QL0305
 QL0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0305'MARK NOT FOUND.
 QL0305
 QL0305                          STATION RECOVERY (1963)
 QL0305
 QL0305'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 QL0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0534 ***********************************************************************
 QK0534  DESIGNATION -  J 301
 QK0534  PID         -  QK0534
 QK0534  STATE/COUNTY-  MI/CHEBOYGAN
 QK0534  USGS QUAD   -  
 QK0534
 QK0534                         *CURRENT SURVEY CONTROL
 QK0534  ___________________________________________________________________
 QK0534* NAD 83(1986)-  45 39 01.     (N)    084 20 36.     (W)     SCALED    
 QK0534* NAVD 88     -       206.940  (meters)     678.94   (feet)  ADJUSTED  
 QK0534  ___________________________________________________________________
 QK0534  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QK0534  DYNAMIC HT  -         206.936 (meters)     678.92  (feet)  COMP
 QK0534  MODELED GRAV-     980,592.9   (mgal)                       NAVD 88
 QK0534
 QK0534  VERT ORDER  -  FIRST     CLASS II
 QK0534
 QK0534.The horizontal coordinates were scaled from a topographic map and have
 QK0534.an estimated accuracy of +/- 6 seconds.
 QK0534
 QK0534.The orthometric height was determined by differential leveling
 QK0534.and adjusted by the National Geodetic Survey in June 1991..
 QK0534
 QK0534.The geoid height was determined by GEOID03.
 QK0534
 QK0534.The dynamic height is computed by dividing the NAVD 88
 QK0534.geopotential number by the normal gravity value computed on the
 QK0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0534.degrees latitude (g = 980.6199 gals.).
 QK0534
 QK0534.The modeled gravity was interpolated from observed gravity values.
 QK0534
 QK0534;                    North         East    Units  Estimated Accuracy
 QK0534;SPC MI C     -   259,320.    6,001,820.      MT  (+/- 180 meters Scaled)
 QK0534
 QK0534                          SUPERSEDED SURVEY CONTROL
 QK0534
 QK0534.No superseded survey control is available for this station.
 QK0534
 QK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR070586(NAD 83)
 QK0534_MARKER: I = METAL ROD
 QK0534_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0534_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0534_STAMPING: J 301 1983
 QK0534_MARK LOGO: NGS   
 QK0534_PROJECTION: RECESSED 6 CENTIMETERS
 QK0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0534+STABILITY: POSITION/ELEVATION WELL
 QK0534_ROD/PIPE-DEPTH: 22.0 meters
 QK0534_SLEEVE-DEPTH  : 6.09 meters
 QK0534
 QK0534  HISTORY     - Date     Condition        Report By
 QK0534  HISTORY     - 1983     MONUMENTED       NGS
 QK0534
 QK0534                          STATION DESCRIPTION
 QK0534
 QK0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0534'12.1 KM (7.05 MI) EAST FROM CHEBOYGAN.
 QK0534'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0534'THE POST OFFICE IN CHEBOYGAN, THENCE 10.9 KM (6.8 MI) EAST ALONG U.S.
 QK0534'HIGHWAY 23 (STATE STREET), SET IN THE FRONT LAWN OF THE WTOM
 QK0534'TELEVISION STATION, A RED BRICK BUILDING, 39.92 METERS (131.0 FT)
 QK0534'SOUTHEAST OF THE CENTERLINE OF HIGHWAY 23, 4.54 METERS (14.9 FT)
 QK0534'WEST-NORTHWEST OF THE NORTH-NORTHEAST CORNER OF THE BUILDING,
 QK0534'2.74 METERS (9.0 FT) NORTH-NORTHWEST OF THE NORTHWEST FACE OF THE
 QK0534'BUILDING, 9.32 METERS (30.6 FT) EAST-NORTHEAST OF THE EAST-NORTHEAST
 QK0534'EDGE OF A SIDEWALK LEADING TO THE MAIN ENTRANCE TO THE BUILDING, AND
 QK0534'34.13 METERS (112.0 FT) EAST OF A POWERLINE POLE WITH THREE
 QK0534'TRANSFORMERS.
 QK0534'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0191 ***********************************************************************
 QJ0191  DESIGNATION -  J 302
 QJ0191  PID         -  QJ0191
 QJ0191  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0191  USGS QUAD   -  MOLTKE (1971)
 QJ0191
 QJ0191                         *CURRENT SURVEY CONTROL
 QJ0191  ___________________________________________________________________
 QJ0191* NAD 83(1986)-  45 29 06.     (N)    083 58 51.     (W)     SCALED    
 QJ0191* NAVD 88     -       204.344  (meters)     670.42   (feet)  ADJUSTED  
 QJ0191  ___________________________________________________________________
 QJ0191  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 QJ0191  DYNAMIC HT  -         204.336 (meters)     670.39  (feet)  COMP
 QJ0191  MODELED GRAV-     980,571.2   (mgal)                       NAVD 88
 QJ0191
 QJ0191  VERT ORDER  -  FIRST     CLASS II
 QJ0191
 QJ0191.The horizontal coordinates were scaled from a topographic map and have
 QJ0191.an estimated accuracy of +/- 6 seconds.
 QJ0191
 QJ0191.The orthometric height was determined by differential leveling
 QJ0191.and adjusted by the National Geodetic Survey in June 1991..
 QJ0191
 QJ0191.The geoid height was determined by GEOID03.
 QJ0191
 QJ0191.The dynamic height is computed by dividing the NAVD 88
 QJ0191.geopotential number by the normal gravity value computed on the
 QJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0191.degrees latitude (g = 980.6199 gals.).
 QJ0191
 QJ0191.The modeled gravity was interpolated from observed gravity values.
 QJ0191
 QJ0191;                    North         East    Units  Estimated Accuracy
 QJ0191;SPC MI C     -   241,020.    6,030,160.      MT  (+/- 180 meters Scaled)
 QJ0191
 QJ0191                          SUPERSEDED SURVEY CONTROL
 QJ0191
 QJ0191.No superseded survey control is available for this station.
 QJ0191
 QJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL670411(NAD 83)
 QJ0191_MARKER: I = METAL ROD
 QJ0191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0191_SP_SET: STAINLESS STEEL ROD
 QJ0191_STAMPING: J 302 1983
 QJ0191_MARK LOGO: NGS   
 QJ0191_PROJECTION: FLUSH
 QJ0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0191_ROD/PIPE-DEPTH: 25.6 meters
 QJ0191
 QJ0191  HISTORY     - Date     Condition        Report By
 QJ0191  HISTORY     - 1983     MONUMENTED       NGS
 QJ0191  HISTORY     - 19990830 GOOD             USPSQD
 QJ0191  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QJ0191
 QJ0191                          STATION DESCRIPTION
 QJ0191
 QJ0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0191'16.1 KM (10.0 MI) NW FROM ROGERS CITY.
 QJ0191'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0191'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 14.3 KM (8.9 MI)
 QJ0191'NORTHWEST ALONG HIGHWAY 23, 0.7 KM (0.45 MI) EAST-SOUTHEAST OF A SIDE
 QJ0191'ROAD (SPENS ROAD) LEADING SOUTH, 20.02 METERS (65.7 FT) SOUTH OF THE
 QJ0191'CENTERLINE OF HIGHWAY 23, 5.42 METERS (17.8 FT) EAST OF A METAL POST
 QJ0191'WITH A BURIED CABLE WARNING SING ATTACHED, AND 0.60 METER (2.0 FT)
 QJ0191'WEST-NORTHWEST OF A PRESSURIZED CASE WHICH IS 1.1 METERS (3.6 FT)
 QJ0191'ABOVE THE GROUND WITH THE NUMBER RPT9 ATTACHED.  NOTE, DRIVING RATE
 QJ0191'MET AT THIS DEPTH, ROD ANCHORED.
 QJ0191'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 QJ0191'THE MARK IS 1.0 M BELOW HIGHWAY 23.
 QJ0191
 QJ0191                          STATION RECOVERY (1999)
 QJ0191
 QJ0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0191'RECOVERED IN GOOD CONDITION.
 QJ0191
 QJ0191                          STATION RECOVERY (2004)
 QJ0191
 QJ0191'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0700 ***********************************************************************
 OJ0700  DESIGNATION -  J 303
 OJ0700  PID         -  OJ0700
 OJ0700  STATE/COUNTY-  MI/ARENAC
 OJ0700  USGS QUAD   -  STANDISH (1973)
 OJ0700
 OJ0700                         *CURRENT SURVEY CONTROL
 OJ0700  ___________________________________________________________________
 OJ0700* NAD 83(1986)-  43 54 48.     (N)    083 56 02.     (W)     SCALED    
 OJ0700* NAVD 88     -       184.007  (meters)     603.70   (feet)  ADJUSTED  
 OJ0700  ___________________________________________________________________
 OJ0700  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 OJ0700  DYNAMIC HT  -         183.976 (meters)     603.59  (feet)  COMP
 OJ0700  MODELED GRAV-     980,442.9   (mgal)                       NAVD 88
 OJ0700
 OJ0700  VERT ORDER  -  FIRST     CLASS II
 OJ0700
 OJ0700.The horizontal coordinates were scaled from a topographic map and have
 OJ0700.an estimated accuracy of +/- 6 seconds.
 OJ0700
 OJ0700.The orthometric height was determined by differential leveling
 OJ0700.and adjusted by the National Geodetic Survey in June 1991..
 OJ0700
 OJ0700.The geoid height was determined by GEOID03.
 OJ0700
 OJ0700.The dynamic height is computed by dividing the NAVD 88
 OJ0700.geopotential number by the normal gravity value computed on the
 OJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0700.degrees latitude (g = 980.6199 gals.).
 OJ0700
 OJ0700.The modeled gravity was interpolated from observed gravity values.
 OJ0700
 OJ0700;                    North         East    Units  Estimated Accuracy
 OJ0700;SPC MI C     -    66,400.    6,034,760.      MT  (+/- 180 meters Scaled)
 OJ0700
 OJ0700                          SUPERSEDED SURVEY CONTROL
 OJ0700
 OJ0700.No superseded survey control is available for this station.
 OJ0700
 OJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ644664(NAD 83)
 OJ0700_MARKER: I = METAL ROD
 OJ0700_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0700_SP_SET: STAINLESS STEEL ROD
 OJ0700_STAMPING: J 303 1983
 OJ0700_MARK LOGO: NGS   
 OJ0700_PROJECTION: FLUSH
 OJ0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0700+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0700_ROD/PIPE-DEPTH: 4.87 meters
 OJ0700
 OJ0700  HISTORY     - Date     Condition        Report By
 OJ0700  HISTORY     - 1983     MONUMENTED       NGS
 OJ0700  HISTORY     - 20010811 GOOD             USPSQD
 OJ0700  HISTORY     - 20060128 GOOD             USPSQD
 OJ0700
 OJ0700                          STATION DESCRIPTION
 OJ0700
 OJ0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0700'8.4 KM (5.25 MI) NE FROM PINCONNING.
 OJ0700'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0700'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0700'ESTEY ROAD, THENCE 5.2 KM (3.25 MI) NORTH ALONG SHORE ROAD (WHICH
 OJ0700'TURNS INTO ARENAC STATE ROAD) TO THE MARK ON THE RIGHT, 9.63 METERS
 OJ0700'(31.6 FT) EAST OF THE CENTERLINE OF ARENAC STATE ROAD, 1.18 METERS
 OJ0700'(3.9 FT) NORTH OF END POST OF WHITE BOARD FENCE (SOUTH END POST), AND
 OJ0700'0.33 METER (1.1 FT) WEST OF BOARD FENCE.
 OJ0700'THE MARK IS 0.36 METERS  S FROM A WITNESS POST.
 OJ0700'THE MARK IS ABOVE LEVEL WITH ROAD.
 OJ0700
 OJ0700                          STATION RECOVERY (2001)
 OJ0700
 OJ0700'RECOVERY NOTE BY US POWER SQUADRON 2001 (DL)
 OJ0700'RECOVERED IN GOOD CONDITION.
 OJ0700
 OJ0700                          STATION RECOVERY (2006)
 OJ0700
 OJ0700'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0189 ***********************************************************************
 PK0189  DESIGNATION -  J 304
 PK0189  PID         -  PK0189
 PK0189  STATE/COUNTY-  MI/IOSCO
 PK0189  USGS QUAD   -  EAST TAWAS (1989)
 PK0189
 PK0189                         *CURRENT SURVEY CONTROL
 PK0189  ___________________________________________________________________
 PK0189* NAD 83(1986)-  44 17 44.     (N)    083 24 54.     (W)     SCALED    
 PK0189* NAVD 88     -       180.155  (meters)     591.06   (feet)  ADJUSTED  
 PK0189  ___________________________________________________________________
 PK0189  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0189  DYNAMIC HT  -         180.134 (meters)     590.99  (feet)  COMP
 PK0189  MODELED GRAV-     980,493.2   (mgal)                       NAVD 88
 PK0189
 PK0189  VERT ORDER  -  FIRST     CLASS II
 PK0189
 PK0189.The horizontal coordinates were scaled from a topographic map and have
 PK0189.an estimated accuracy of +/- 6 seconds.
 PK0189
 PK0189.The orthometric height was determined by differential leveling
 PK0189.and adjusted by the National Geodetic Survey in June 1991..
 PK0189
 PK0189.The geoid height was determined by GEOID03.
 PK0189
 PK0189.The dynamic height is computed by dividing the NAVD 88
 PK0189.geopotential number by the normal gravity value computed on the
 PK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0189.degrees latitude (g = 980.6199 gals.).
 PK0189
 PK0189.The modeled gravity was interpolated from observed gravity values.
 PK0189
 PK0189;                    North         East    Units  Estimated Accuracy
 PK0189;SPC MI C     -   109,220.    6,075,950.      MT  (+/- 180 meters Scaled)
 PK0189
 PK0189                          SUPERSEDED SURVEY CONTROL
 PK0189
 PK0189.No superseded survey control is available for this station.
 PK0189
 PK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK073075(NAD 83)
 PK0189_MARKER: I = METAL ROD
 PK0189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0189_SP_SET: STAINLESS STEEL ROD
 PK0189_STAMPING: J 304 1983
 PK0189_MARK LOGO: NGS   
 PK0189_PROJECTION: FLUSH
 PK0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0189+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PK0189_ROD/PIPE-DEPTH: 15.8 meters
 PK0189
 PK0189  HISTORY     - Date     Condition        Report By
 PK0189  HISTORY     - 1983     MONUMENTED       NGS
 PK0189  HISTORY     - 20050816 GOOD             USPSQD
 PK0189
 PK0189                          STATION DESCRIPTION
 PK0189
 PK0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0189'8.9 KM (5.55 MI) NE FROM TAWAS CITY.
 PK0189'8.9 KM (5.55 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0189'POST OFFICE IN TAWAS CITY TO THE MARK ON THE RIGHT, 28.74 METERS
 PK0189'(94.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23.83 METERS
 PK0189'(78.2 FT) NORTHWEST OF NORTHWEST CORNER OF A ONE LEVEL BUILDING (GREEN
 PK0189'GABLES RESORT AND PARTY STORE), 16.0 METERS (52.5 FT) SOUTHWEST OF A
 PK0189'TELEPHONE BOOTH, 1.92 METERS (6.3 FT) EAST OF THE NORTH END OF A 7
 PK0189'FEET HIGH BOARD FENCE, AND 1.22 METERS (4.0 FT) NORTH OF A POWERLINE
 PK0189'POLE WITH TWO GUY WIRES.
 PK0189'THE MARK IS 1.22 METERS  N FROM A WITNESS POST.
 PK0189'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0189
 PK0189                          STATION RECOVERY (2005)
 PK0189
 PK0189'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0189'ADDITION TO THE ABOVE DESCRIPTION.
 PK0189'THE GREEN GABLES RESORT IS STILL AT THE SITE BUT THE PARTY STORE IS
 PK0189'VACANT.
 PK0189'THE MARK IS BELOW LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0158 ***********************************************************************
 PK0158  DESIGNATION -  J 305
 PK0158  PID         -  PK0158
 PK0158  STATE/COUNTY-  MI/IOSCO
 PK0158  USGS QUAD   -  WHITTEMORE (1968)
 PK0158
 PK0158                         *CURRENT SURVEY CONTROL
 PK0158  ___________________________________________________________________
 PK0158* NAD 83(1986)-  44 10 09.     (N)    083 45 48.     (W)     SCALED    
 PK0158* NAVD 88     -       194.860  (meters)     639.30   (feet)  ADJUSTED  
 PK0158  ___________________________________________________________________
 PK0158  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0158  DYNAMIC HT  -         194.831 (meters)     639.21  (feet)  COMP
 PK0158  MODELED GRAV-     980,462.6   (mgal)                       NAVD 88
 PK0158
 PK0158  VERT ORDER  -  FIRST     CLASS II
 PK0158
 PK0158.The horizontal coordinates were scaled from a topographic map and have
 PK0158.an estimated accuracy of +/- 6 seconds.
 PK0158
 PK0158.The orthometric height was determined by differential leveling
 PK0158.and adjusted by the National Geodetic Survey in June 1991..
 PK0158
 PK0158.The geoid height was determined by GEOID03.
 PK0158
 PK0158.The dynamic height is computed by dividing the NAVD 88
 PK0158.geopotential number by the normal gravity value computed on the
 PK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0158.degrees latitude (g = 980.6199 gals.).
 PK0158
 PK0158.The modeled gravity was interpolated from observed gravity values.
 PK0158
 PK0158;                    North         East    Units  Estimated Accuracy
 PK0158;SPC MI C     -    94,910.    6,048,250.      MT  (+/- 180 meters Scaled)
 PK0158
 PK0158                          SUPERSEDED SURVEY CONTROL
 PK0158
 PK0158.No superseded survey control is available for this station.
 PK0158
 PK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ790943(NAD 83)
 PK0158_MARKER: I = METAL ROD
 PK0158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0158_SP_SET: STAINLESS STEEL ROD
 PK0158_STAMPING: J 305 1983
 PK0158_MARK LOGO: NGS   
 PK0158_PROJECTION: FLUSH
 PK0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0158+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0158_ROD/PIPE-DEPTH: 5.79 meters
 PK0158
 PK0158  HISTORY     - Date     Condition        Report By
 PK0158  HISTORY     - 1983     MONUMENTED       NGS
 PK0158  HISTORY     - 20060114 GOOD             USPSQD
 PK0158
 PK0158                          STATION DESCRIPTION
 PK0158
 PK0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0158'4.7 KM (2.95 MI) NE FROM TURNER.
 PK0158'1.4 KM (0.9 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0158'ROAD IN TURNER, THENCE 2.1 KM (1.3 MI) NORTH ALONG LENTNER ROAD,
 PK0158'THENCE 0.4 KM (0.25 MI) EAST ALONG DYER ROAD, THENCE 0.8 KM (0.5 MI)
 PK0158'NORTH ALONG BRITT ROAD TO THE MARK ON THE LEFT, AT A HOUSE,
 PK0158'15.30 METERS (50.2 MI) WEST OF THE CENTER OF BRITT ROAD, 22.10 METERS
 PK0158'(72.5 FT) NORTH OF THE APPROXIMATE CENTER OF A DRIVEWAY, 4.82 METERS
 PK0158'(15.8 FT) SOUTH OF NORTH GUY WIRE, 1.22 METERS (4.0 FT) EAST OF A
 PK0158'POWERLINE POLE WITH TWO GUY WIRES AND A TRANSFORMER, AND 14.48 METERS
 PK0158'(47.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A METAL BUILDING.
 PK0158'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 PK0158'THE MARK IS ABOVE LEVEL WITH BRITT ROAD.
 PK0158
 PK0158                          STATION RECOVERY (2006)
 PK0158
 PK0158'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0247 ***********************************************************************
 PK0247  DESIGNATION -  J 306
 PK0247  PID         -  PK0247
 PK0247  STATE/COUNTY-  MI/ALCONA
 PK0247  USGS QUAD   -  BLACK RIVER (1971)
 PK0247
 PK0247                         *CURRENT SURVEY CONTROL
 PK0247  ___________________________________________________________________
 PK0247* NAD 83(1986)-  44 48 39.     (N)    083 20 59.     (W)     SCALED    
 PK0247* NAVD 88     -       200.612  (meters)     658.17   (feet)  ADJUSTED  
 PK0247  ___________________________________________________________________
 PK0247  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PK0247  DYNAMIC HT  -         200.594 (meters)     658.12  (feet)  COMP
 PK0247  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PK0247
 PK0247  VERT ORDER  -  FIRST     CLASS II
 PK0247
 PK0247.The horizontal coordinates were scaled from a topographic map and have
 PK0247.an estimated accuracy of +/- 6 seconds.
 PK0247
 PK0247.The orthometric height was determined by differential leveling
 PK0247.and adjusted by the National Geodetic Survey in June 1991..
 PK0247
 PK0247.The geoid height was determined by GEOID03.
 PK0247
 PK0247.The dynamic height is computed by dividing the NAVD 88
 PK0247.geopotential number by the normal gravity value computed on the
 PK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0247.degrees latitude (g = 980.6199 gals.).
 PK0247
 PK0247.The modeled gravity was interpolated from observed gravity values.
 PK0247
 PK0247;                    North         East    Units  Estimated Accuracy
 PK0247;SPC MI C     -   166,540.    6,080,440.      MT  (+/- 180 meters Scaled)
 PK0247
 PK0247                          SUPERSEDED SURVEY CONTROL
 PK0247
 PK0247.No superseded survey control is available for this station.
 PK0247
 PK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK141646(NAD 83)
 PK0247_MARKER: I = METAL ROD
 PK0247_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PK0247_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PK0247_STAMPING: J 306 1983
 PK0247_MARK LOGO: NGS   
 PK0247_PROJECTION: RECESSED 4 CENTIMETERS
 PK0247_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PK0247+STABILITY: POSITION/ELEVATION WELL
 PK0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0247+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0247_ROD/PIPE-DEPTH: 9.69 meters
 PK0247_SLEEVE-DEPTH  : 5.18 meters
 PK0247
 PK0247  HISTORY     - Date     Condition        Report By
 PK0247  HISTORY     - 1983     MONUMENTED       NGS
 PK0247  HISTORY     - 19960511 GOOD             USPSQD
 PK0247  HISTORY     - 20050829 GOOD             USPSQD
 PK0247
 PK0247                          STATION DESCRIPTION
 PK0247
 PK0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0247'18.3 KM (11.35 MI) NORT FROM HARRISVILLE.
 PK0247'18.3 KM (11.35 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF
 PK0247'MAIN STREET (STATE HIGHWAY 72) IN HARRISVILLE TO THE MARK ON THE
 PK0247'RIGHT, SET IN THE FRONT LAWN BY A POWERLINE POLE AT THE JOE POTVIN
 PK0247'HOME (HOUSE NUMBER 5236), ALSO 0.8 KM (0.5 MI) SOUTHEAST OF THE
 PK0247'JUNCTION OF BLACK RIVER ROAD, 22.25 METERS (73.0 FT) NORTHEAST OF THE
 PK0247'CENTERLINE OF THE HIGHWAY, 17.98 METERS (59.0 FT) SOUTHEAST OF THE
 PK0247'CENTER OF A DRIVEWAY, 10.48 METERS (34.4 FT) WEST-NORTHWEST OF THE
 PK0247'SOUTHWEST CORNER OF THE HOUSE, 29.96 METERS (98.3 FT) SOUTHWEST OF THE
 PK0247'NORTHWEST CORNER OF A GARAGE, AND 1.88 METERS (6.2 FT) NORTHEAST OF A
 PK0247'POWERLINE POLE IN LAWN WITH ANCHOR CABLE.
 PK0247'THE MARK IS 1.21 M BELOW HIGHWAY.
 PK0247
 PK0247                          STATION RECOVERY (1996)
 PK0247
 PK0247'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0247'RECOVERED IN GOOD CONDITION.
 PK0247
 PK0247                          STATION RECOVERY (2005)
 PK0247
 PK0247'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0223 ***********************************************************************
 PK0223  DESIGNATION -  J 307
 PK0223  PID         -  PK0223
 PK0223  STATE/COUNTY-  MI/ALCONA
 PK0223  USGS QUAD   -  GREENBUSH (1989)
 PK0223
 PK0223                         *CURRENT SURVEY CONTROL
 PK0223  ___________________________________________________________________
 PK0223* NAD 83(1986)-  44 35 54.     (N)    083 19 12.     (W)     SCALED    
 PK0223* NAVD 88     -       193.627  (meters)     635.26   (feet)  ADJUSTED  
 PK0223  ___________________________________________________________________
 PK0223  GEOID HEIGHT-         -35.67  (meters)                     GEOID03
 PK0223  DYNAMIC HT  -         193.607 (meters)     635.19  (feet)  COMP
 PK0223  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 PK0223
 PK0223  VERT ORDER  -  FIRST     CLASS II
 PK0223
 PK0223.The horizontal coordinates were scaled from a topographic map and have
 PK0223.an estimated accuracy of +/- 6 seconds.
 PK0223
 PK0223.The orthometric height was determined by differential leveling
 PK0223.and adjusted by the National Geodetic Survey in June 1991..
 PK0223
 PK0223.The geoid height was determined by GEOID03.
 PK0223
 PK0223.The dynamic height is computed by dividing the NAVD 88
 PK0223.geopotential number by the normal gravity value computed on the
 PK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0223.degrees latitude (g = 980.6199 gals.).
 PK0223
 PK0223.The modeled gravity was interpolated from observed gravity values.
 PK0223
 PK0223;                    North         East    Units  Estimated Accuracy
 PK0223;SPC MI C     -   142,960.    6,083,090.      MT  (+/- 180 meters Scaled)
 PK0223
 PK0223                          SUPERSEDED SURVEY CONTROL
 PK0223
 PK0223.No superseded survey control is available for this station.
 PK0223
 PK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK158409(NAD 83)
 PK0223_MARKER: I = METAL ROD
 PK0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0223_SP_SET: STAINLESS STEEL ROD
 PK0223_STAMPING: J 307 1983
 PK0223_MARK LOGO: NGS   
 PK0223_PROJECTION: FLUSH
 PK0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0223+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0223_ROD/PIPE-DEPTH: 6.09 meters
 PK0223
 PK0223  HISTORY     - Date     Condition        Report By
 PK0223  HISTORY     - 1983     MONUMENTED       NGS
 PK0223  HISTORY     - 19960512 GOOD             USPSQD
 PK0223  HISTORY     - 20050731 GOOD             USPSQD
 PK0223
 PK0223                          STATION DESCRIPTION
 PK0223
 PK0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0223'1.2 KM (0.75 MI) NORTH FROM GREENBUSH.
 PK0223'1.2 KM (0.75 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0223'GREENBUSH TO THE MARK ON THE RIGHT, 0.2 KM (0.1 MI) SOUTH ALONG U.S.
 PK0223'HIGHWAY 23 FROM THE CROSSING OF THE DETROIT AND MACKINAW RAILROAD,
 PK0223'23.28 METERS (76.4 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PK0223'84.98 METERS (278.8 FT) SOUTH OF THE APPROXIMATE CENTER OF SUNRISE
 PK0223'ROAD, 24.38 METERS (80.0 FT) SOUTH OF THE APPROXIMATE CENTER OF A
 PK0223'DRIVE LEADING EAST, AND 1.98 METERS (6.5 FT) WEST-SOUTHWEST OF A
 PK0223'RAILROAD TIE BLOCKING ENTRANCE TO THE WOODS.
 PK0223'THE MARK IS 0.60 METERS  N FROM A WITNESS POST.
 PK0223'THE MARK IS 0.60 M BELOW HIGHWAY.
 PK0223
 PK0223                          STATION RECOVERY (1996)
 PK0223
 PK0223'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0223'RECOVERED IN GOOD CONDITION.
 PK0223
 PK0223                          STATION RECOVERY (2005)
 PK0223
 PK0223'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0125 ***********************************************************************
 QJ0125  DESIGNATION -  J 308
 QJ0125  PID         -  QJ0125
 QJ0125  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0125  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0125
 QJ0125                         *CURRENT SURVEY CONTROL
 QJ0125  ___________________________________________________________________
 QJ0125* NAD 83(1986)-  45 18 08.     (N)    083 33 40.     (W)     SCALED    
 QJ0125* NAVD 88     -       188.680  (meters)     619.03   (feet)  ADJUSTED  
 QJ0125  ___________________________________________________________________
 QJ0125  GEOID HEIGHT-         -36.85  (meters)                     GEOID03
 QJ0125  DYNAMIC HT  -         188.669 (meters)     618.99  (feet)  COMP
 QJ0125  MODELED GRAV-     980,556.5   (mgal)                       NAVD 88
 QJ0125
 QJ0125  VERT ORDER  -  FIRST     CLASS II
 QJ0125
 QJ0125.The horizontal coordinates were scaled from a topographic map and have
 QJ0125.an estimated accuracy of +/- 6 seconds.
 QJ0125
 QJ0125.The orthometric height was determined by differential leveling
 QJ0125.and adjusted by the National Geodetic Survey in June 1991..
 QJ0125
 QJ0125.The geoid height was determined by GEOID03.
 QJ0125
 QJ0125.The dynamic height is computed by dividing the NAVD 88
 QJ0125.geopotential number by the normal gravity value computed on the
 QJ0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0125.degrees latitude (g = 980.6199 gals.).
 QJ0125
 QJ0125.The modeled gravity was interpolated from observed gravity values.
 QJ0125
 QJ0125;                    North         East    Units  Estimated Accuracy
 QJ0125;SPC MI C     -   220,950.    6,063,180.      MT  (+/- 180 meters Scaled)
 QJ0125
 QJ0125                          SUPERSEDED SURVEY CONTROL
 QJ0125
 QJ0125.No superseded survey control is available for this station.
 QJ0125
 QJ0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL992197(NAD 83)
 QJ0125_MARKER: I = METAL ROD
 QJ0125_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0125_SP_SET: STAINLESS STEEL ROD
 QJ0125_STAMPING: J 308 1983
 QJ0125_MARK LOGO: NGS   
 QJ0125_PROJECTION: FLUSH
 QJ0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0125_ROD/PIPE-DEPTH: 7.31 meters
 QJ0125
 QJ0125  HISTORY     - Date     Condition        Report By
 QJ0125  HISTORY     - 1983     MONUMENTED       NGS
 QJ0125  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 QJ0125
 QJ0125                          STATION DESCRIPTION
 QJ0125
 QJ0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0125'27.7 KM (17.2 MI) SE FROM ROGERS CITY.
 QJ0125'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0125'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0125'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 0.5 KM (0.35 MI) SOUTHWEST
 QJ0125'ALONG GRAND LAKE HIGHWAY, AT A PRIVATE DRIVEWAY LEADING WEST TO THE
 QJ0125'FRANK ZOTT FARM AND HOME, SET BY POWERLINE POLE NUMBER GL 4622 WITH
 QJ0125'TRANSFORMER ATTACHED, 17.98 METERS (59.0 FT) WEST OF THE CENTERLINE OF
 QJ0125'GRAND LAKE HIGHWAY, 27.12 METERS (89.0 FT) SOUTH-SOUTHEAST OF THE
 QJ0125'CENTER OF THE DRIVEWAY, 33.37 METERS (109.5 FT) WEST-SOUTHWEST AND
 QJ0125'ACROSS GRAND LAKE HIGHWAY FROM POWERLINE POLE NUMBER GL 4622 A,
 QJ0125'5.48 METERS (18.0 FT) SOUTH OF THE GUY CABLE ANCHOR TO POLE NUMBER GL
 QJ0125'4622, AND 1.09 METERS (3.6 FT) NORTH-NORTHWEST OF POWERLINE POLE
 QJ0125'NUMBER GL 4622.  NOTE, THE ROD DRIVING RATE WAS MET, ROD ANCHORED AT
 QJ0125'THIS DEPTH.
 QJ0125'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QJ0125'THE MARK IS 1.2 M BELOW HIGHWAY.
 QJ0125
 QJ0125                          STATION RECOVERY (2004)
 QJ0125
 QJ0125'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0254 ***********************************************************************
 PK0254  DESIGNATION -  J 309
 PK0254  PID         -  PK0254
 PK0254  STATE/COUNTY-  MI/ALCONA
 PK0254  USGS QUAD   -  SPRUCE (1971)
 PK0254
 PK0254                         *CURRENT SURVEY CONTROL
 PK0254  ___________________________________________________________________
 PK0254* NAD 83(1986)-  44 50 26.     (N)    083 23 46.     (W)     SCALED    
 PK0254* NAVD 88     -       234.670  (meters)     769.91   (feet)  ADJUSTED  
 PK0254  ___________________________________________________________________
 PK0254  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PK0254  DYNAMIC HT  -         234.650 (meters)     769.85  (feet)  COMP
 PK0254  MODELED GRAV-     980,524.2   (mgal)                       NAVD 88
 PK0254
 PK0254  VERT ORDER  -  FIRST     CLASS II
 PK0254
 PK0254.The horizontal coordinates were scaled from a topographic map and have
 PK0254.an estimated accuracy of +/- 6 seconds.
 PK0254
 PK0254.The orthometric height was determined by differential leveling
 PK0254.and adjusted by the National Geodetic Survey in June 1991..
 PK0254
 PK0254.The geoid height was determined by GEOID03.
 PK0254
 PK0254.The dynamic height is computed by dividing the NAVD 88
 PK0254.geopotential number by the normal gravity value computed on the
 PK0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0254.degrees latitude (g = 980.6199 gals.).
 PK0254
 PK0254.The modeled gravity was interpolated from observed gravity values.
 PK0254
 PK0254;                    North         East    Units  Estimated Accuracy
 PK0254;SPC MI C     -   169,790.    6,076,730.      MT  (+/- 180 meters Scaled)
 PK0254
 PK0254                          SUPERSEDED SURVEY CONTROL
 PK0254
 PK0254.No superseded survey control is available for this station.
 PK0254
 PK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK106680(NAD 83)
 PK0254_MARKER: I = METAL ROD
 PK0254_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0254_SP_SET: STAINLESS STEEL ROD
 PK0254_STAMPING: J 309 1983
 PK0254_MARK LOGO: NGS   
 PK0254_PROJECTION: FLUSH
 PK0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0254+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0254_ROD/PIPE-DEPTH: 6.09 meters
 PK0254
 PK0254  HISTORY     - Date     Condition        Report By
 PK0254  HISTORY     - 1983     MONUMENTED       NGS
 PK0254  HISTORY     - 19960511 GOOD             USPSQD
 PK0254  HISTORY     - 20050829 GOOD             USPSQD
 PK0254
 PK0254                          STATION DESCRIPTION
 PK0254
 PK0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0254'8.3 KM (5.15 MI) SOUTH FROM OSSINEKE.
 PK0254'8.3 KM (5.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0254'OSSINEKE TO THE MARK ON THE LEFT, 24.17 METERS (79.3 FT) EAST OF THE
 PK0254'CENTERLINE OF THE HIGHWAY, 8.66 METERS (28.4 FT) SOUTH OF A LARGE
 PK0254'MAPLE TREE WITH A FENCE CABLE ANCHORED TO IT, 8.02 METERS (26.3 FT)
 PK0254'NORTH OF THE APPROXIMATE CENTER OF AN ACCESS ROAD LEADING EAST, AND
 PK0254'0.61 METER (2.0 FT) WEST OF A METAL PIPE FENCE POST.
 PK0254'THE MARK IS 0.61 METERS  N FROM A WITNESS POST.
 PK0254'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0254
 PK0254                          STATION RECOVERY (1996)
 PK0254
 PK0254'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0254'RECOVERED IN GOOD CONDITION.
 PK0254
 PK0254                          STATION RECOVERY (2005)
 PK0254
 PK0254'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0272 ***********************************************************************
 OJ0272  DESIGNATION -  J 31
 OJ0272  PID         -  OJ0272
 OJ0272  STATE/COUNTY-  MI/LAPEER
 OJ0272  USGS QUAD   -  COLUMBIAVILLE (1978)
 OJ0272
 OJ0272                         *CURRENT SURVEY CONTROL
 OJ0272  ___________________________________________________________________
 OJ0272* NAD 83(1986)-  43 12 35.     (N)    083 27 31.     (W)     SCALED    
 OJ0272* NAVD 88     -       263.967  (meters)     866.03   (feet)  ADJUSTED  
 OJ0272  ___________________________________________________________________
 OJ0272  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OJ0272  DYNAMIC HT  -         263.905 (meters)     865.83  (feet)  COMP
 OJ0272  MODELED GRAV-     980,380.1   (mgal)                       NAVD 88
 OJ0272
 OJ0272  VERT ORDER  -  FIRST     CLASS II
 OJ0272
 OJ0272.The horizontal coordinates were scaled from a topographic map and have
 OJ0272.an estimated accuracy of +/- 6 seconds.
 OJ0272
 OJ0272.The orthometric height was determined by differential leveling
 OJ0272.and adjusted by the National Geodetic Survey in June 1991..
 OJ0272
 OJ0272.The geoid height was determined by GEOID03.
 OJ0272
 OJ0272.The dynamic height is computed by dividing the NAVD 88
 OJ0272.geopotential number by the normal gravity value computed on the
 OJ0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0272.degrees latitude (g = 980.6199 gals.).
 OJ0272
 OJ0272.The modeled gravity was interpolated from observed gravity values.
 OJ0272
 OJ0272;                    North         East    Units  Estimated Accuracy
 OJ0272;SPC MI S     -   190,310.    4,073,780.      MT  (+/- 180 meters Scaled)
 OJ0272
 OJ0272                          SUPERSEDED SURVEY CONTROL
 OJ0272
 OJ0272  NGVD 29 (??/??/92)  264.115  (m)          866.52   (f) ADJ UNCH    1 2
 OJ0272
 OJ0272.Superseded values are not recommended for survey control.
 OJ0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0272.See file dsdata.txt to determine how the superseded data were derived.
 OJ0272
 OJ0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH002870(NAD 83)
 OJ0272_MARKER: DB = BENCH MARK DISK
 OJ0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0272_STAMPING: 866.517 J 31 1930
 OJ0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0272+STABILITY: SURFACE MOTION
 OJ0272
 OJ0272  HISTORY     - Date     Condition        Report By
 OJ0272  HISTORY     - 1930     MONUMENTED       CGS
 OJ0272  HISTORY     - 1934     GOOD             NGS
 OJ0272  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 OJ0272
 OJ0272                          STATION DESCRIPTION
 OJ0272
 OJ0272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0272'AT OTTER LAKE.
 OJ0272'AT OTTER LAKE, LAPEER COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 OJ0272'76 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 44.7
 OJ0272'FEET WEST OF THE WEST RAIL, AND AT THE WEST RIGHT-OF-WAY FENCE.
 OJ0272'A STANDARD DISK, STAMPED 866.517 J 31 1930 AND SET IN THE TOP
 OJ0272'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 OJ0272
 OJ0272                          STATION RECOVERY (1997)
 OJ0272
 OJ0272'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0111 ***********************************************************************
 QJ0111  DESIGNATION -  J 310
 QJ0111  PID         -  QJ0111
 QJ0111  STATE/COUNTY-  MI/ALPENA
 QJ0111  USGS QUAD   -  LONG LAKE EAST (1971)
 QJ0111
 QJ0111                         *CURRENT SURVEY CONTROL
 QJ0111  ___________________________________________________________________
 QJ0111* NAD 83(1986)-  45 09 24.     (N)    083 25 44.     (W)     SCALED    
 QJ0111* NAVD 88     -       199.055  (meters)     653.07   (feet)  ADJUSTED  
 QJ0111  ___________________________________________________________________
 QJ0111  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 QJ0111  DYNAMIC HT  -         199.042 (meters)     653.02  (feet)  COMP
 QJ0111  MODELED GRAV-     980,547.8   (mgal)                       NAVD 88
 QJ0111
 QJ0111  VERT ORDER  -  FIRST     CLASS II
 QJ0111
 QJ0111.The horizontal coordinates were scaled from a topographic map and have
 QJ0111.an estimated accuracy of +/- 6 seconds.
 QJ0111
 QJ0111.The orthometric height was determined by differential leveling
 QJ0111.and adjusted by the National Geodetic Survey in June 1991..
 QJ0111
 QJ0111.The geoid height was determined by GEOID03.
 QJ0111
 QJ0111.The dynamic height is computed by dividing the NAVD 88
 QJ0111.geopotential number by the normal gravity value computed on the
 QJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0111.degrees latitude (g = 980.6199 gals.).
 QJ0111
 QJ0111.The modeled gravity was interpolated from observed gravity values.
 QJ0111
 QJ0111;                    North         East    Units  Estimated Accuracy
 QJ0111;SPC MI C     -   204,890.    6,073,730.      MT  (+/- 180 meters Scaled)
 QJ0111
 QJ0111                          SUPERSEDED SURVEY CONTROL
 QJ0111
 QJ0111.No superseded survey control is available for this station.
 QJ0111
 QJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL090032(NAD 83)
 QJ0111_MARKER: DB = BENCH MARK DISK
 QJ0111_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QJ0111_SP_SET: BRIDGE ABUTMENT
 QJ0111_STAMPING: J 310 1983
 QJ0111_MARK LOGO: NGS   
 QJ0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0111
 QJ0111  HISTORY     - Date     Condition        Report By
 QJ0111  HISTORY     - 1983     MONUMENTED       NGS
 QJ0111
 QJ0111                          STATION DESCRIPTION
 QJ0111
 QJ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0111'9.0 KM (5.6 MI) NORTH FROM ALPENA.
 QJ0111'9.0 KM (5.6 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE COURTHOUSE IN
 QJ0111'ALPENA TO THE LONG LAKE CREEK BRIDGE AND THE MARK, A DISK SET IN THE
 QJ0111'NORTHWEST ABUTMENT OF THE BRIDGE, 11.40 METERS (37.4 FT) WEST OF THE
 QJ0111'CENTERLINE OF THE HIGHWAY, 8.93 METERS (29.3 FT) SOUTH OF A POWERLINE
 QJ0111'POLE, AND 0.24 METER (0.8 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 QJ0111'THE MARK IS 1.82 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0453 ***********************************************************************
 QK0453  DESIGNATION -  J 311
 QK0453  PID         -  QK0453
 QK0453  STATE/COUNTY-  MI/EMMET
 QK0453  USGS QUAD   -  
 QK0453
 QK0453                         *CURRENT SURVEY CONTROL
 QK0453  ___________________________________________________________________
 QK0453* NAD 83(1986)-  45 21 35.     (N)    085 05 48.     (W)     SCALED    
 QK0453* NAVD 88     -       203.864  (meters)     668.84   (feet)  ADJUSTED  
 QK0453  ___________________________________________________________________
 QK0453  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0453  DYNAMIC HT  -         203.855 (meters)     668.81  (feet)  COMP
 QK0453  MODELED GRAV-     980,571.6   (mgal)                       NAVD 88
 QK0453
 QK0453  VERT ORDER  -  FIRST     CLASS II
 QK0453
 QK0453.The horizontal coordinates were scaled from a topographic map and have
 QK0453.an estimated accuracy of +/- 6 seconds.
 QK0453
 QK0453.The orthometric height was determined by differential leveling
 QK0453.and adjusted by the National Geodetic Survey in June 1991..
 QK0453
 QK0453.The geoid height was determined by GEOID03.
 QK0453
 QK0453.The dynamic height is computed by dividing the NAVD 88
 QK0453.geopotential number by the normal gravity value computed on the
 QK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0453.degrees latitude (g = 980.6199 gals.).
 QK0453
 QK0453.The modeled gravity was interpolated from observed gravity values.
 QK0453
 QK0453;                    North         East    Units  Estimated Accuracy
 QK0453;SPC MI C     -   227,280.    5,942,810.      MT  (+/- 180 meters Scaled)
 QK0453
 QK0453                          SUPERSEDED SURVEY CONTROL
 QK0453
 QK0453.No superseded survey control is available for this station.
 QK0453
 QK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR490246(NAD 83)
 QK0453_MARKER: I = METAL ROD
 QK0453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0453_SP_SET: STAINLESS STEEL ROD
 QK0453_STAMPING: J 311 1984
 QK0453_MARK LOGO: NGS   
 QK0453_PROJECTION: FLUSH
 QK0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0453+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2003
 QK0453_ROD/PIPE-DEPTH: 3.6  meters
 QK0453
 QK0453  HISTORY     - Date     Condition        Report By
 QK0453  HISTORY     - 1984     MONUMENTED       NGS
 QK0453  HISTORY     - 20031229 GOOD             ADVGEO
 QK0453
 QK0453                          STATION DESCRIPTION
 QK0453
 QK0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0453'IN BAYSHORE.
 QK0453'IN BAYSHORE, AT THE JUNCTION OF U.S. HIGHWAY 31 AND TOWNLINE ROAD, AT
 QK0453'THE EMMET-CHARLEVOIX COUNTY LINE, 30.1 METERS (98.7 FT) NORTH OF THE
 QK0453'CENTERLINE OF U.S. HIGHWAY 31, 19.5 METERS (64.0 FT) NORTH OF THE
 QK0453'NORTH LEG OF THE CHARLEVIOX COUNTY SIGN, 10.5 METERS (33.0 FT) WEST OF
 QK0453'THE CENTERLINE OF TOWNLINE ROAD, 11.5 METERS (38.0 FT) SOUTH OF THE
 QK0453'SOUTH RAIL OF THE RAILROAD, AND 0.9 METER (3.0 FT) WEST OF A POWERLINE
 QK0453'POLE NUMBERED HS 2 33 8.
 QK0453'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QK0453'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
 QK0453
 QK0453                          STATION RECOVERY (2003)
 QK0453
 QK0453'RECOVERY NOTE BY ADVANCED GEOMATICS 2003 (JDP)
 QK0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0485 ***********************************************************************
 QK0485  DESIGNATION -  J 312
 QK0485  PID         -  QK0485
 QK0485  STATE/COUNTY-  MI/ANTRIM
 QK0485  USGS QUAD   -  
 QK0485
 QK0485                         *CURRENT SURVEY CONTROL
 QK0485  ___________________________________________________________________
 QK0485* NAD 83(1986)-  45 07 17.     (N)    085 21 04.     (W)     SCALED    
 QK0485* NAVD 88     -       194.802  (meters)     639.11   (feet)  ADJUSTED  
 QK0485  ___________________________________________________________________
 QK0485  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 QK0485  DYNAMIC HT  -         194.798 (meters)     639.10  (feet)  COMP
 QK0485  MODELED GRAV-     980,592.1   (mgal)                       NAVD 88
 QK0485
 QK0485  VERT ORDER  -  FIRST     CLASS II
 QK0485
 QK0485.The horizontal coordinates were scaled from a topographic map and have
 QK0485.an estimated accuracy of +/- 6 seconds.
 QK0485
 QK0485.The orthometric height was determined by differential leveling
 QK0485.and adjusted by the National Geodetic Survey in June 1991..
 QK0485
 QK0485.The geoid height was determined by GEOID03.
 QK0485
 QK0485.The dynamic height is computed by dividing the NAVD 88
 QK0485.geopotential number by the normal gravity value computed on the
 QK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0485.degrees latitude (g = 980.6199 gals.).
 QK0485
 QK0485.The modeled gravity was interpolated from observed gravity values.
 QK0485
 QK0485;                    North         East    Units  Estimated Accuracy
 QK0485;SPC MI C     -   201,010.    5,922,550.      MT  (+/- 180 meters Scaled)
 QK0485
 QK0485                          SUPERSEDED SURVEY CONTROL
 QK0485
 QK0485.No superseded survey control is available for this station.
 QK0485
 QK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ296977(NAD 83)
 QK0485_MARKER: I = METAL ROD
 QK0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0485_SP_SET: STAINLESS STEEL ROD
 QK0485_STAMPING: J 312 1984
 QK0485_MARK LOGO: NGS   
 QK0485_PROJECTION: FLUSH
 QK0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0485+STABILITY: POSITION/ELEVATION WELL
 QK0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0485+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2002
 QK0485_ROD/PIPE-DEPTH: 12.2 meters
 QK0485
 QK0485  HISTORY     - Date     Condition        Report By
 QK0485  HISTORY     - 1984     MONUMENTED       NGS
 QK0485  HISTORY     - 19950528 GOOD             USPSQD
 QK0485  HISTORY     - 19991118 GOOD             USPSQD
 QK0485  HISTORY     - 20020703 GOOD             INDIV
 QK0485  HISTORY     - 20040530 GOOD             USPSQD
 QK0485
 QK0485                          STATION DESCRIPTION
 QK0485
 QK0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0485'25.0 KM (15.5 MI) SOUTH FROM CHARLEVOIX.
 QK0485'25.0 KM (15.6 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE DRAWBRIDGE
 QK0485'IN CHARLEVOIX, AT OLD DIXIE HIGHWAY, 53.3 METERS (175.0 FT) WEST OF
 QK0485'THE CENTERLINE OF THE HIGHWAY, 10.7 METERS (35.3 FT) SOUTH OF THE
 QK0485'CENTERLINE OF OLD DIXIE HIGHWAY, 7.5 METERS (26.1 FT) EAST OF A
 QK0485'UTILITY POLE WITH A GUY WIRE ATTACHED, 1.2 METERS (4.0 FT) SOUTHWEST
 QK0485'OF A METAL BRACE FENCE POST, AND 0.3 METER (1.0 FT) EAST OF A WIRE
 QK0485'FENCE.
 QK0485'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QK0485'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
 QK0485
 QK0485                          STATION RECOVERY (1995)
 QK0485
 QK0485'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0485'RECOVERED IN GOOD CONDITION.
 QK0485
 QK0485                          STATION RECOVERY (1999)
 QK0485
 QK0485'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0485'RECOVERED IN GOOD CONDITION.
 QK0485
 QK0485                          STATION RECOVERY (2002)
 QK0485
 QK0485'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0485'WITNESS POST IS STILL PRESENT
 QK0485
 QK0485                          STATION RECOVERY (2004)
 QK0485
 QK0485'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0404 ***********************************************************************
 PL0404  DESIGNATION -  J 314
 PL0404  PID         -  PL0404
 PL0404  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0404  USGS QUAD   -  YUMA (1987)
 PL0404
 PL0404                         *CURRENT SURVEY CONTROL
 PL0404  ___________________________________________________________________
 PL0404* NAD 83(1986)-  44 37 19.     (N)    085 45 38.     (W)     SCALED    
 PL0404* NAVD 88     -       261.002  (meters)     856.30   (feet)  ADJUSTED  
 PL0404  ___________________________________________________________________
 PL0404  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 PL0404  DYNAMIC HT  -         260.975 (meters)     856.22  (feet)  COMP
 PL0404  MODELED GRAV-     980,507.4   (mgal)                       NAVD 88
 PL0404
 PL0404  VERT ORDER  -  FIRST     CLASS II
 PL0404
 PL0404.The horizontal coordinates were scaled from a topographic map and have
 PL0404.an estimated accuracy of +/- 6 seconds.
 PL0404
 PL0404.The orthometric height was determined by differential leveling
 PL0404.and adjusted by the National Geodetic Survey in June 1991..
 PL0404
 PL0404.The geoid height was determined by GEOID03.
 PL0404
 PL0404.The dynamic height is computed by dividing the NAVD 88
 PL0404.geopotential number by the normal gravity value computed on the
 PL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0404.degrees latitude (g = 980.6199 gals.).
 PL0404
 PL0404.The modeled gravity was interpolated from observed gravity values.
 PL0404
 PL0404;                    North         East    Units  Estimated Accuracy
 PL0404;SPC MI C     -   145,990.    5,889,390.      MT  (+/- 180 meters Scaled)
 PL0404
 PL0404                          SUPERSEDED SURVEY CONTROL
 PL0404
 PL0404.No superseded survey control is available for this station.
 PL0404
 PL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ983417(NAD 83)
 PL0404_MARKER: I = METAL ROD
 PL0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0404_SP_SET: STAINLESS STEEL ROD
 PL0404_STAMPING: J 314 1984
 PL0404_MARK LOGO: NGS   
 PL0404_PROJECTION: FLUSH
 PL0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0404_ROD/PIPE-DEPTH: 21.9 meters
 PL0404
 PL0404  HISTORY     - Date     Condition        Report By
 PL0404  HISTORY     - 1984     MONUMENTED       NGS
 PL0404  HISTORY     - 19971029 GOOD             USPSQD
 PL0404
 PL0404                          STATION DESCRIPTION
 PL0404
 PL0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0404'2.6 KM (1.65 MI) SOUTH FROM INTERLOCHEN.
 PL0404'2.64 KM (1.65 MI) SOUTH ALONG STATE HIGHWAY M 137 FROM THE POST OFFICE
 PL0404'AT INTERLOCHEN, AT PARK LANE ROAD LEADING EAST, 19.8 METERS (65.2 FT)
 PL0404'EAST OF THE CENTERLINE OF THE HIGHWAY, 7.1 METERS (23.5 FT) SOUTH OF
 PL0404'THE CENTERLINE OF PARK LANE ROAD LEADING EAST, AND 9.1 METERS
 PL0404'(30.0 FT) WEST OF A POWERLINE POLE NUMBERED 9/71.
 PL0404'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PL0404'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0404
 PL0404                          STATION RECOVERY (1997)
 PL0404
 PL0404'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0306 ***********************************************************************
 OL0306  DESIGNATION -  J 315
 OL0306  PID         -  OL0306
 OL0306  STATE/COUNTY-  MI/MASON
 OL0306  USGS QUAD   -  
 OL0306
 OL0306                         *CURRENT SURVEY CONTROL
 OL0306  ___________________________________________________________________
 OL0306* NAD 83(1986)-  43 56 48.     (N)    086 25 46.     (W)     SCALED    
 OL0306* NAVD 88     -       181.308  (meters)     594.84   (feet)  ADJUSTED  
 OL0306  ___________________________________________________________________
 OL0306  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 OL0306  DYNAMIC HT  -         181.277 (meters)     594.74  (feet)  COMP
 OL0306  MODELED GRAV-     980,443.1   (mgal)                       NAVD 88
 OL0306
 OL0306  VERT ORDER  -  FIRST     CLASS II
 OL0306
 OL0306.The horizontal coordinates were scaled from a topographic map and have
 OL0306.an estimated accuracy of +/- 6 seconds.
 OL0306
 OL0306.The orthometric height was determined by differential leveling
 OL0306.and adjusted by the National Geodetic Survey in June 1991..
 OL0306
 OL0306.The geoid height was determined by GEOID03.
 OL0306
 OL0306.The dynamic height is computed by dividing the NAVD 88
 OL0306.geopotential number by the normal gravity value computed on the
 OL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0306.degrees latitude (g = 980.6199 gals.).
 OL0306
 OL0306.The modeled gravity was interpolated from observed gravity values.
 OL0306
 OL0306;                    North         East    Units  Estimated Accuracy
 OL0306;SPC MI C     -    72,110.    5,834,410.      MT  (+/- 180 meters Scaled)
 OL0306
 OL0306                          SUPERSEDED SURVEY CONTROL
 OL0306
 OL0306.No superseded survey control is available for this station.
 OL0306
 OL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP457661(NAD 83)
 OL0306_MARKER: I = METAL ROD
 OL0306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0306_SP_SET: STAINLESS STEEL ROD
 OL0306_STAMPING: J 315 1984
 OL0306_MARK LOGO: NGS   
 OL0306_PROJECTION: FLUSH
 OL0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0306+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0306_ROD/PIPE-DEPTH: 30.5 meters
 OL0306
 OL0306  HISTORY     - Date     Condition        Report By
 OL0306  HISTORY     - 1984     MONUMENTED       NGS
 OL0306  HISTORY     - 19970807 GOOD             USPSQD
 OL0306  HISTORY     - 20021009 POOR             USPSQD
 OL0306  HISTORY     - 20051014 GOOD             USPSQD
 OL0306
 OL0306                          STATION DESCRIPTION
 OL0306
 OL0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0306'IN LUDINGTON.
 OL0306'IN LUDINGTON, LOCATED BETWEEN SOUTH SHERMAN STREET AND SOUTH GRANT
 OL0306'STREET ON FIRST STREET, 0.70 METERS (2.3 FT) WEST OF POWERLINE POLE
 OL0306'NUMBER 152 WITH A TRANSFORMER, 8.22 METERS (27.0 FT) NORTH OF THE
 OL0306'CENTER OF FIRST STREET, 66.44 METERS (218.0 FT) EAST OF THE CENTER OF
 OL0306'SOUTH GRANT STREET, 50.90 METERS (167.0 FT) WEST OF THE CENTER OF
 OL0306'SOUTH SHERMAN STREET, 19.93 METERS (65.4 FT) SOUTHWEST OF THE
 OL0306'SOUTHWEST CORNER OF A BROWN WOOD FRAME HOUSE, 18.37 METERS (60.3 FT)
 OL0306'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK FOUNDATION
 OL0306'GARAGE, 4.99 METERS (16.4 FT) EAST OF THE GUY CABLE ANCHOR TO
 OL0306'POWERLINE POLE NUMBER 152, AND 0.76 METERS (2.5 FT) WEST-NORTHWEST OF
 OL0306'A CATV UNDERGROUND CABLE JUNCTION BOX.  NOTE, DRIVING RATE MET, ROD
 OL0306'ANCHORED.
 OL0306'THE MARK IS 0.70 METERS  WNW FROM A WITNESS POST.
 OL0306'THE MARK IS ABOVE LEVEL WITH FIRST STREET.
 OL0306
 OL0306                          STATION RECOVERY (1997)
 OL0306
 OL0306'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0306'RECOVERED IN GOOD CONDITION.
 OL0306
 OL0306                          STATION RECOVERY (2002)
 OL0306
 OL0306'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0306'COVER BROKEN-ROD STILL IN PLACE. NEW TELEPHONE POLE. MARKER ONE FT W
 OL0306'OF TELEPHONE POLE (NO NUMBER ON POLE).
 OL0306
 OL0306                          STATION RECOVERY (2005)
 OL0306
 OL0306'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0342 ***********************************************************************
 OL0342  DESIGNATION -  J 316
 OL0342  PID         -  OL0342
 OL0342  STATE/COUNTY-  MI/MUSKEGON
 OL0342  USGS QUAD   -  
 OL0342
 OL0342                         *CURRENT SURVEY CONTROL
 OL0342  ___________________________________________________________________
 OL0342* NAD 83(1986)-  43 27 04.     (N)    086 20 45.     (W)     SCALED    
 OL0342* NAVD 88     -       204.137  (meters)     669.74   (feet)  ADJUSTED  
 OL0342  ___________________________________________________________________
 OL0342  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OL0342  DYNAMIC HT  -         204.098 (meters)     669.61  (feet)  COMP
 OL0342  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 OL0342
 OL0342  VERT ORDER  -  FIRST     CLASS II
 OL0342
 OL0342.The horizontal coordinates were scaled from a topographic map and have
 OL0342.an estimated accuracy of +/- 6 seconds.
 OL0342
 OL0342.The orthometric height was determined by differential leveling
 OL0342.and adjusted by the National Geodetic Survey in June 1991..
 OL0342
 OL0342.The geoid height was determined by GEOID03.
 OL0342
 OL0342.The dynamic height is computed by dividing the NAVD 88
 OL0342.geopotential number by the normal gravity value computed on the
 OL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0342.degrees latitude (g = 980.6199 gals.).
 OL0342
 OL0342.The modeled gravity was interpolated from observed gravity values.
 OL0342
 OL0342;                    North         East    Units  Estimated Accuracy
 OL0342;SPC MI S     -   218,610.    3,839,820.      MT  (+/- 180 meters Scaled)
 OL0342
 OL0342                          SUPERSEDED SURVEY CONTROL
 OL0342
 OL0342.No superseded survey control is available for this station.
 OL0342
 OL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP529111(NAD 83)
 OL0342_MARKER: I = METAL ROD
 OL0342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0342_SP_SET: STAINLESS STEEL ROD
 OL0342_STAMPING: J 316 1984
 OL0342_MARK LOGO: NGS   
 OL0342_PROJECTION: FLUSH
 OL0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0342_ROD/PIPE-DEPTH: 36.6 meters
 OL0342
 OL0342  HISTORY     - Date     Condition        Report By
 OL0342  HISTORY     - 1984     MONUMENTED       NGS
 OL0342  HISTORY     - 19940627 GOOD             USPSQD
 OL0342
 OL0342                          STATION DESCRIPTION
 OL0342
 OL0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0342'3.9 KM (2.4 MI) NORTH FROM MONTAGUE.
 OL0342'0.1 KM (0.05 MI) EAST ALONG SPRING STREET FROM THE POST OFFICE IN
 OL0342'MONTAGUE, THENCE 3.9 KM (2.4 MI) NORTH ALONG OCEANA DRIVE, AT A
 OL0342'POWERLINE POLE ACROSS THE HIGHWAY FROM 10634 OCEANA HIGHWAY (THE
 OL0342'GRENELL RESIDENCES), 15.69 METERS (51.5 FT) WEST OF THE CENTERLINE OF
 OL0342'THE HIGHWAY, 18.13 METERS (59.5 FT) EAST OF A POWERLINE POLE NUMBERED
 OL0342'23 WITH A TRANSFORMER ATTACHED, 19.65 METERS (64.5 FT) SOUTH-SOUTHWEST
 OL0342'OF A TELEPHONE POLE, 5.94 METERS (19.5 FT) EAST-SOUTHEAST OF A
 OL0342'TELEPHONE JUNCTION BOX, 0.85 METERS (2.8 FT) NORTH OF A POWERLINE
 OL0342'SERVICE POLE WITH A THREE WIRE LINE CROSSING THE HIGHWAY, AND
 OL0342'3.65 METERS (12.0 FT) NORTH OF AN EXTENDED CENTERLINE OF THE GRENELL
 OL0342'DRIVEWAY.  NOTE, ROD DRIVING RATE 15 SECONDS PER FOOT, ROD ANCHORED.
 OL0342'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 OL0342'THE MARK IS 0.3 M ABOVE HIGHWAY.
 OL0342
 OL0342                          STATION RECOVERY (1994)
 OL0342
 OL0342'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0374 ***********************************************************************
 OL0374  DESIGNATION -  J 317
 OL0374  PID         -  OL0374
 OL0374  STATE/COUNTY-  MI/MUSKEGON
 OL0374  USGS QUAD   -  GRAND HAVEN (1980)
 OL0374
 OL0374                         *CURRENT SURVEY CONTROL
 OL0374  ___________________________________________________________________
 OL0374* NAD 83(1986)-  43 07 06.     (N)    086 13 11.     (W)     SCALED    
 OL0374* NAVD 88     -       186.404  (meters)     611.56   (feet)  ADJUSTED  
 OL0374  ___________________________________________________________________
 OL0374  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 OL0374  DYNAMIC HT  -         186.363 (meters)     611.43  (feet)  COMP
 OL0374  MODELED GRAV-     980,395.1   (mgal)                       NAVD 88
 OL0374
 OL0374  VERT ORDER  -  FIRST     CLASS II
 OL0374
 OL0374.The horizontal coordinates were scaled from a topographic map and have
 OL0374.an estimated accuracy of +/- 6 seconds.
 OL0374
 OL0374.The orthometric height was determined by differential leveling
 OL0374.and adjusted by the National Geodetic Survey in June 1991..
 OL0374
 OL0374.The geoid height was determined by GEOID03.
 OL0374
 OL0374.The dynamic height is computed by dividing the NAVD 88
 OL0374.geopotential number by the normal gravity value computed on the
 OL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0374.degrees latitude (g = 980.6199 gals.).
 OL0374
 OL0374.The modeled gravity was interpolated from observed gravity values.
 OL0374
 OL0374;                    North         East    Units  Estimated Accuracy
 OL0374;SPC MI S     -   181,420.    3,849,220.      MT  (+/- 180 meters Scaled)
 OL0374
 OL0374                          SUPERSEDED SURVEY CONTROL
 OL0374
 OL0374.No superseded survey control is available for this station.
 OL0374
 OL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN634742(NAD 83)
 OL0374_MARKER: I = METAL ROD
 OL0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0374_SP_SET: STAINLESS STEEL ROD
 OL0374_STAMPING: J 317 1984
 OL0374_MARK LOGO: NGS   
 OL0374_PROJECTION: FLUSH
 OL0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0374_ROD/PIPE-DEPTH: 19.5 meters
 OL0374
 OL0374  HISTORY     - Date     Condition        Report By
 OL0374  HISTORY     - 1984     MONUMENTED       NGS
 OL0374  HISTORY     - 19920808 GOOD             USPSQD
 OL0374  HISTORY     - 19940720 GOOD             USPSQD
 OL0374  HISTORY     - 20060501 POOR             WILWRK
 OL0374
 OL0374                          STATION DESCRIPTION
 OL0374
 OL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0374'7.1 KM (4.45 MI) NORTH FROM GRAND HAVEN.
 OL0374'0.7 KM (0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN
 OL0374'GRAND HAVEN, THENCE 2.0 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 31
 OL0374'(BEACON BOULEVARD) TO THE FERRYBURG EXIT TO THIRD STREET, THENCE
 OL0374'0.5 KM (0.35 MI) NORTHWEST ALONG THIRD STREET, THENCE 3.9 KM (2.4 MI)
 OL0374'NORTH ALONG 174TH STREET, AT THE MUSKEGON OTTAWA COUNTY LINE (WILSON
 OL0374'ROAD INTERSECTION), 8.59 METERS (28.2 FT) WEST OF THE CENTERLINE OF
 OL0374'GRAND HAVEN ROAD, 27.58 METERS (90.5 FT) NORTH OF THE CENTER OF WILSON
 OL0374'ROAD, 5.54 METERS (18.2 FT) SOUTH OF A GUY WIRE ANCHOR, AND
 OL0374'0.94 METERS (3.1 FT) NORTH OF A POWERLINE POLE WITH TWO GUY WIRES, ONE
 OL0374'LEADING NORTH AND THE OTHER LEADING SOUTH, ALSO A TRANSFORMER
 OL0374'ATTACHED.  NOTE, DRIVING RATE MET AND ROD ANCHORED.
 OL0374'THE MARK IS ABOVE LEVEL WITH GRAND HAVEN ROAD.
 OL0374
 OL0374                          STATION RECOVERY (1992)
 OL0374
 OL0374'RECOVERY NOTE BY US POWER SQUADRON 1992 (JEM)
 OL0374'RECOVERED IN GOOD CONDITION.
 OL0374
 OL0374                          STATION RECOVERY (1994)
 OL0374
 OL0374'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0374'RECOVERED IN GOOD CONDITION.
 OL0374
 OL0374                          STATION RECOVERY (2006)
 OL0374
 OL0374'RECOVERY NOTE BY WILLIAMS AND WORK INC 2006 (JDL)
 OL0374'MONUMENT APPEARS TO HAVE BEEN HIT BY A SNOWPLOW AND IS NOW UNUSABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0303 ***********************************************************************
 OL0303  CBN         -  This is a Cooperative Base Network Control Station.
 OL0303  TIDAL BM    -  This is a Tidal Bench Mark.
 OL0303  DESIGNATION -  J 318
 OL0303  PID         -  OL0303
 OL0303  STATE/COUNTY-  MI/MASON
 OL0303  USGS QUAD   -  
 OL0303
 OL0303                         *CURRENT SURVEY CONTROL
 OL0303  ___________________________________________________________________
 OL0303* NAD 83(1997)-  43 56 50.71301(N)    086 26 29.45507(W)     ADJUSTED  
 OL0303* NAVD 88     -       178.014  (meters)     584.03   (feet)  ADJUSTED  
 OL0303  ___________________________________________________________________
 OL0303  X           -     285,487.204 (meters)                     COMP
 OL0303  Y           -  -4,590,767.200 (meters)                     COMP
 OL0303  Z           -   4,403,986.192 (meters)                     COMP
 OL0303  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 OL0303  ELLIP HEIGHT-         142.63  (meters)          (04/28/99) GPS OBS
 OL0303  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0303  DYNAMIC HT  -         177.983 (meters)     583.93  (feet)  COMP
 OL0303  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OL0303  OBS GRAVITY -     980,443.2   (mgal)                       GRAV_OBS
 OL0303
 OL0303  HORZ ORDER  -  A
 OL0303  VERT ORDER  -  FIRST     CLASS II
 OL0303  ELLP ORDER  -  THIRD     CLASS I
 OL0303
 OL0303.The horizontal coordinates were established by GPS observations
 OL0303.and adjusted by the National Geodetic Survey in April 1999..
 OL0303
 OL0303.The orthometric height was determined by differential leveling
 OL0303.and adjusted by the National Geodetic Survey in June 1991..
 OL0303.WARNING-GPS observations at this control monument resulted in a GPS
 OL0303.derived orthometric height which differed from the leveled height by
 OL0303.more than one decimeter (0.1 meter).
 OL0303
 OL0303.This Tidal Bench Mark is designated as VM 13186
 OL0303.by the Center for Operational Oceanographic Products and Services.
 OL0303
 OL0303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0303
 OL0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0303
 OL0303.The ellipsoidal height was determined by GPS observations
 OL0303.and is referenced to NAD 83.
 OL0303
 OL0303.The geoid height was determined by GEOID03.
 OL0303
 OL0303.The dynamic height is computed by dividing the NAVD 88
 OL0303.geopotential number by the normal gravity value computed on the
 OL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0303.degrees latitude (g = 980.6199 gals.).
 OL0303
 OL0303.The modeled gravity was interpolated from observed gravity values.
 OL0303.The observed gravity was obtained from relative gravimeter ties
 OL0303.to the IGSN71 gravity network.
 OL0303
 OL0303;                    North         East     Units Scale Factor Converg.
 OL0303;SPC MI C     -    72,222.745 5,833,445.167   MT  1.00006241   -1 27 56.5
 OL0303;SPC MI C     -   236,951.26 19,138,599.63   iFT  1.00006241   -1 27 56.5
 OL0303;UTM  16      - 4,866,184.538   544,815.565   MT  0.99962470   +0 23 15.3
 OL0303
 OL0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0303!SPC MI C     -   0.99997764  x   1.00006241  =   1.00004004
 OL0303!UTM  16      -   0.99997764  x   0.99962470  =   0.99960234
 OL0303
 OL0303                          SUPERSEDED SURVEY CONTROL
 OL0303
 OL0303  NAD 83(1994)-  43 56 50.71266(N)    086 26 29.45398(W) AD(       ) B
 OL0303  ELLIP H (09/20/95)  142.71   (m)                       GP(       ) 1 2
 OL0303  NAD 83(1986)-  43 56 50.71773(N)    086 26 29.45503(W) AD(       ) 2
 OL0303  NAVD 88 (04/28/99)  178.01   (m)          584.0    (f) LEVELING    3  
 OL0303  NGVD 29 (12/10/93)  178.11   (m)          584.3    (f) LEVELING    3  
 OL0303
 OL0303.Superseded values are not recommended for survey control.
 OL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0303.See file dsdata.txt to determine how the superseded data were derived.
 OL0303
 OL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4481666185(NAD 83)
 OL0303_MARKER: I = METAL ROD
 OL0303_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0303_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0303_STAMPING: J 318 1984
 OL0303_MARK LOGO: NGS   
 OL0303_PROJECTION: FLUSH
 OL0303_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0303+STABILITY: POSITION/ELEVATION WELL
 OL0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0303+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 OL0303_ROD/PIPE-DEPTH: 24.4 meters
 OL0303_SLEEVE-DEPTH  : 3.0 meters
 OL0303
 OL0303  HISTORY     - Date     Condition        Report By
 OL0303  HISTORY     - 1984     MONUMENTED       NGS
 OL0303  HISTORY     - 19930622 GOOD             NOS
 OL0303  HISTORY     - 19940720 GOOD             NGS
 OL0303  HISTORY     - 19940813 GOOD             NOS
 OL0303  HISTORY     - 19950726 GOOD             NOS
 OL0303  HISTORY     - 19971210 GOOD             NGS
 OL0303  HISTORY     - 20031004 GOOD             JCLS
 OL0303
 OL0303                          STATION DESCRIPTION
 OL0303
 OL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0303'1.9 KM (1.15 MI) SOUTH FROM LUDINGTON.
 OL0303'0.56 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 10 (LUDINGTON AVENUE) FROM
 OL0303'THE POST OFFICE IN LUDINGTON, THENCE 0.81 KM (0.5 MI) SOUTH ALONG
 OL0303'WASHINGTON STREET, THENCE 0.4 KM (0.25 MI) WEST ALONG LAKE STREET,
 OL0303'THENCE 0.08 KM (0.05 MI) SOUTH ALONG AN ASPHALT STREET LEADING TOWARD
 OL0303'THOMPSON MARINA, AT THE NATIONAL OCEAN SURVEY WATER LEVEL GAGE HOUSE
 OL0303'(A TEN BY TEN FEET RED BRICK BUILDING), ABOUT ONE-HALF BLOCK EAST OF
 OL0303'THOMPSON MARINA AND BOAT SLIPS, 3.2 METERS (10.4 FT) NORTH-NORTHEAST
 OL0303'OF BENCH MARK 908-7023 DISC USE, 3.2 METERS (10.6 FT) NORTH-NORTHEAST
 OL0303'OF THE NORTHWEST CORNER OF THE GAGE HOUSE CONCRETE FOUNDATION,
 OL0303'3.1 METERS (10.1 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE
 OL0303'FOUNDATION OF GAGE HOUSE, 3.9 METERS (12.7 FT) WEST OF THE WEST EDGE
 OL0303'OF A CONCRETE RETAINING WALL, 37.3 METERS (122.5 FT) NORTHEAST OF A
 OL0303'FLAG POLE, AND 4.4 METERS (14.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 OL0303'OF A GRAVEL PARKING LOT AREA.
 OL0303'THE MARK IS 0.31 M BELOW FOUNDATION.
 OL0303
 OL0303                          STATION RECOVERY (1993)
 OL0303
 OL0303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 OL0303'RECOVERED IN GOOD CONDITION.
 OL0303
 OL0303                          STATION RECOVERY (1994)
 OL0303
 OL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OL0303'STATION IS LOCATED IN QUAD 430861,IN SOUTH LUDINGTON, IN SECTION 15,
 OL0303'T18N, R17W, PERE TOWNSHIP, AT THE CITY WATER MAINTENANCE OFFICE AND
 OL0303'GARAGE.  OWNERSHIP--CITY OF LUDINGTON.  TO REACH FROM THE POST OFFICE
 OL0303'IN LUDINGTON, GO EAST ON LUDINGTON AVENUE (U.S.  HIGHWAY 10) FOR 0.56
 OL0303'KM (0.35 MI) TO WASHINGTON STREET.  TURN RIGHT AND GO SOUTH FOR 0.81
 OL0303'KM (0.50 MI) TO LAKE STREET.  TURN RIGHT AND GO WEST FOR 0.35 KM (0.20
 OL0303'MI) TO AN ASPHALT STREET LEADING SOUTH TOWARD THE THOMPSON MARINA.
 OL0303'BEAR LEFT, GOING SOUTH, THENCE SOUTHEAST FOR ABOUT 0.08 KM (0.05 MI)
 OL0303'TO THE RED BRICK WATER LEVEL GAGE HOUSE,IN THE SOUTHEAST CORNER OF A
 OL0303'GRASSY AREA, IN FRONT OF THE WATER MAINTENANCE OFFICE AND GARAGE, AND
 OL0303'ABOUT 1/2 BLOCK EAST OF THOMPSON MARINA AND BOAT SLIPS. STATION IS 3.2
 OL0303'M (10.5 FT) NORTH-NORTHEAST OF BM 908-7023, 3.2 M (10.5 FT)
 OL0303'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF GAGE HOUSE CONCRETE
 OL0303'FOUNDATION, 3.1 M (10.2 FT) NORTH OF THE NORTH EDGE OF CONCRETE
 OL0303'FOUNDATION OF GAGE HOUSE, 3.9 M (12.8 FT) WEST FROM THE WEST EDGE OF A
 OL0303'CONCRETE RETAINING WALL, 37.3 M (122.4 FT) NORTHEAST OF A FLAG POLE,
 OL0303'AND 4.4 M (14.4 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF ASPHALT
 OL0303'PARKING AREA FOR CITY WATER MAINTENANCE GARAGE.
 OL0303
 OL0303                          STATION RECOVERY (1994)
 OL0303
 OL0303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (JRS)
 OL0303'0.56 KM (0.35 MI) EAST ALONG U.S.  HIGHWAY 10 (LUDINGTON AVENUE) FROM
 OL0303'THE POST OFFICE IN LUDINGTON, THENCE 0.81 KM (0.50 MI) SOUTH ALONG
 OL0303'WASHINGTON STREET, THENCE 0.4 KM (0.25 MI) WEST ALONG LAKE STREET,
 OL0303'THENCE 0.08 KM (0.05 MI) SOUTH ALONG AN ASPHALT STREET LEADING TOWARD
 OL0303'THOMPSON MARINA, AT THE NATIONAL OCEAN SURVEY WATER LEVEL GAGE HOUSE
 OL0303'(A TEN BY TEN FEET RED BRICK BUILDING) , ABOUT ONE-HALF BLOCK EAST OF
 OL0303'THOMPSON MARINA AND BOAT SLIPS, 3.2 METERS (10.5 FT) NORTH-NORTHEAST
 OL0303'OF BENCH MARK 908-7023 DISC USE, 3.2 METERS (10.5 FT) NORTH-NORTHEAST
 OL0303'OF THE NORTHWEST CORNER OF THE GAGE HOUSE CONCRETE FOUNDATION, 3.1
 OL0303'METERS (10.2 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE FOUNDATION OF
 OL0303'GAGE HOUSE, 3.9 METERS (12.8 FT) WEST OF THE WEST EDGE OF A CONCRETE
 OL0303'RETAINING WALL, 37.3 METERS (122.4 FT) NORTHEAST OF A FLAG POLE, AND
 OL0303'4.4 METERS (14.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAVEL
 OL0303'PARKING LOT AREA.
 OL0303
 OL0303                          STATION RECOVERY (1995)
 OL0303
 OL0303'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (JRS)
 OL0303'0.56 KM (0.35 MI) EAST ALONG U.S.  HIGHWAY 10 (LUDINGTON AVENUE) FROM
 OL0303'THE POST OFFICE IN LUDINGTON, THENCE 0.81 KM (0.50 MI) SOUTH ALONG
 OL0303'WASHINGTON STREET, THENCE 0.4 KM (0.25 MI) WEST ALONG LAKE STREET,
 OL0303'THENCE 0.08 KM (0.05 MI) SOUTH ALONG AN ASPHALT STREET LEADING TOWARD
 OL0303'THOMPSON MARINA, AT THE NATIONAL OCEAN SURVEY WATER LEVEL GAGE HOUSE
 OL0303'(A TEN BY TEN FEET RED BRICK BUILDING) , ABOUT ONE-HALF BLOCK EAST OF
 OL0303'THOMPSON MARINA AND BOAT SLIPS, 3.2 METERS (10.5 FT) NORTH-NORTHEAST
 OL0303'OF BENCH MARK 908-7023 DISC USE, 3.2 METERS (10.5 FT) NORTH-NORTHEAST
 OL0303'OF THE NORTHWEST CORNER OF THE GAGE HOUSE CONCRETE FOUNDATION, 3.1
 OL0303'METERS (10.2 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE FOUNDATION OF
 OL0303'GAGE HOUSE, 3.9 METERS (12.8 FT) WEST OF THE WEST EDGE OF A CONCRETE
 OL0303'RETAINING WALL, 37.3 METERS (122.4 FT) NORTHEAST OF A FLAG POLE, AND
 OL0303'4.4 METERS (14.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAVEL
 OL0303'PARKING LOT AREA.
 OL0303
 OL0303                          STATION RECOVERY (1997)
 OL0303
 OL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSN)
 OL0303'THE STATION IS LOCATED IN SOUTH LUDINTON AT THE CITY WATER MAINTENANCE
 OL0303'OFFICE AND GARAGE.  OWNERSHIP--CITY OF LUDINGTON.  TO REACH FROM THE
 OL0303'POST OFFICE IN LUDINGTON, GO EAST ON LUDINGTON AVENUE (U.S.  HIGHWAY
 OL0303'10) FOR 0.35 MI (0.56 KM) TO WASHINGTON STREET.  TURN RIGHT ON
 OL0303'WASHINGTON STREET AND GO SOUTH FOR 0.5 MI (0.8 KM) TO LAKE STREET.
 OL0303'TURN RIGHT ON LAKE STREET AND GO WEST FOR 0.2 MI (0.3 KM) TO AN
 OL0303'ASPHALT STREET LEADING SOUTH TOWARD THE THOMPSON MARINA.  BEAR LEFT
 OL0303'AND GO SOUTH AND SOUTHEAST FOR 0.05 MI (0.08 KM) TO THE RED BRICK
 OL0303'WATER LEVEL GAGE HOUSE IN THE SOUTHEAST CORNER OF A GRASSY AREA IN
 OL0303'FRONT OF THE WATER MAINTENANCE OFFICE AND GARAGE AND ABOUT 1/2 BLOCK
 OL0303'EAST OF THE THOMPSON MARINA.  IT IS, 37.3 M (122.4 FT) NORTHEAST OF A
 OL0303'FLAGPOLE, 4.4 M (14.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OL0303'ASPHALT PARKING AREA FOR THE CITY WATER MAINTENANCE GARAGE, 3.9 M
 OL0303'(12.8 FT) WEST OF THE WAST EDGE OF A CONCRETE RETAINING WALL, 3.2 M
 OL0303'(10.5 FT) NORTH-NORTHEAST OF BENCH MARK 908-7023, 3.2 M (10.5 FT)
 OL0303'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE GAGE HOUSE CONCRETE
 OL0303'FOUNDATION AND 3.1 M (10.2 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE
 OL0303'FOUNDATION OF THE GAGE HOUSE.
 OL0303
 OL0303                          STATION RECOVERY (2003)
 OL0303
 OL0303'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 OL0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0425 ***********************************************************************
 NG0425  DESIGNATION -  J 319
 NG0425  PID         -  NG0425
 NG0425  STATE/COUNTY-  MI/ALLEGAN
 NG0425  USGS QUAD   -  HAMILTON WEST (1981)
 NG0425
 NG0425                         *CURRENT SURVEY CONTROL
 NG0425  ___________________________________________________________________
 NG0425* NAD 83(1986)-  42 38 01.     (N)    086 06 54.     (W)     SCALED    
 NG0425* NAVD 88     -       192.341  (meters)     631.04   (feet)  ADJUSTED  
 NG0425  ___________________________________________________________________
 NG0425  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NG0425  DYNAMIC HT  -         192.290 (meters)     630.87  (feet)  COMP
 NG0425  MODELED GRAV-     980,350.2   (mgal)                       NAVD 88
 NG0425
 NG0425  VERT ORDER  -  FIRST     CLASS II
 NG0425
 NG0425.The horizontal coordinates were scaled from a topographic map and have
 NG0425.an estimated accuracy of +/- 6 seconds.
 NG0425
 NG0425.The orthometric height was determined by differential leveling
 NG0425.and adjusted by the National Geodetic Survey in June 1991..
 NG0425
 NG0425.The geoid height was determined by GEOID03.
 NG0425
 NG0425.The dynamic height is computed by dividing the NAVD 88
 NG0425.geopotential number by the normal gravity value computed on the
 NG0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0425.degrees latitude (g = 980.6199 gals.).
 NG0425
 NG0425.The modeled gravity was interpolated from observed gravity values.
 NG0425
 NG0425;                    North         East    Units  Estimated Accuracy
 NG0425;SPC MI S     -   127,410.    3,856,620.      MT  (+/- 180 meters Scaled)
 NG0425
 NG0425                          SUPERSEDED SURVEY CONTROL
 NG0425
 NG0425.No superseded survey control is available for this station.
 NG0425
 NG0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN725205(NAD 83)
 NG0425_MARKER: I = METAL ROD
 NG0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0425_SP_SET: STAINLESS STEEL ROD
 NG0425_STAMPING: J 319 1984
 NG0425_MARK LOGO: NGS   
 NG0425_PROJECTION: FLUSH
 NG0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0425_ROD/PIPE-DEPTH: 15.8 meters
 NG0425
 NG0425  HISTORY     - Date     Condition        Report By
 NG0425  HISTORY     - 1984     MONUMENTED       NGS
 NG0425  HISTORY     - 1988     GOOD             USPSQD
 NG0425
 NG0425                          STATION DESCRIPTION
 NG0425
 NG0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0425'6.0 KM (3.7 MI) NORTH FROM FENNVILLE.
 NG0425'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0425'POST OFFICE IN FENNVILLE, THENCE 5.1 KM (3.2 MI) NORTH ALONG 58TH
 NG0425'STREET, AT 130TH AVENUE LEADING EAST, SET IN THE RIGHT-OF-WAY FENCE
 NG0425'LINE ON THE WEST SIDE OF 58TH STREET JUST NORTH OF A PRIVATE ENTRANCE
 NG0425'LEADING WEST INTO A WOODED AREA, 14.78 METERS (48.5 FT) WEST OF THE
 NG0425'CENTERLINE OF 58TH STREET, 5.63 METERS (18.5 FT) NORTH OF THE CENTER
 NG0425'OF THE PRIVATE TRACK ROAD LEADING WEST, 31.27 METERS (102.6 FT) SOUTH
 NG0425'OF A METAL POST WITH STREET SIGNS ATTACHED (130TH AVENUE AND 58TH
 NG0425'STREET), 1.09 METERS (3.6 FT) NORTH OF THE SECOND POST NORTH OF THE
 NG0425'TRACK ROAD, AND 0.24 METERS (0.8 FT) EAST OF THE WOVEN WIRE FENCE.
 NG0425'NOTE, DRIVING RATE MET, AND ROD ANCHORED.
 NG0425'THE MARK IS 0.27 METERS  SE FROM A WITNESS POST.
 NG0425'THE MARK IS ABOVE LEVEL WITH 58TH STREET.
 NG0425
 NG0425                          STATION RECOVERY (1988)
 NG0425
 NG0425'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0422 ***********************************************************************
 NE0422  DESIGNATION -  J 32
 NE0422  PID         -  NE0422
 NE0422  STATE/COUNTY-  MI/MACOMB
 NE0422  USGS QUAD   -  WARREN (1980)
 NE0422
 NE0422                         *CURRENT SURVEY CONTROL
 NE0422  ___________________________________________________________________
 NE0422* NAD 83(1986)-  42 31 27.     (N)    083 02 18.     (W)     SCALED    
 NE0422* NAVD 88     -       187.181  (meters)     614.11   (feet)  ADJUSTED  
 NE0422  ___________________________________________________________________
 NE0422  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 NE0422  DYNAMIC HT  -         187.129 (meters)     613.94  (feet)  COMP
 NE0422  MODELED GRAV-     980,337.3   (mgal)                       NAVD 88
 NE0422
 NE0422  VERT ORDER  -  FIRST     CLASS II
 NE0422
 NE0422.The horizontal coordinates were scaled from a topographic map and have
 NE0422.an estimated accuracy of +/- 6 seconds.
 NE0422
 NE0422.The orthometric height was determined by differential leveling
 NE0422.and adjusted by the National Geodetic Survey in June 1991..
 NE0422
 NE0422.The geoid height was determined by GEOID03.
 NE0422
 NE0422.The dynamic height is computed by dividing the NAVD 88
 NE0422.geopotential number by the normal gravity value computed on the
 NE0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0422.degrees latitude (g = 980.6199 gals.).
 NE0422
 NE0422.The modeled gravity was interpolated from observed gravity values.
 NE0422
 NE0422;                    North         East    Units  Estimated Accuracy
 NE0422;SPC MI S     -   114,620.    4,109,130.      MT  (+/- 180 meters Scaled)
 NE0422
 NE0422                          SUPERSEDED SURVEY CONTROL
 NE0422
 NE0422  NGVD 29 (??/??/92)  187.325  (m)          614.58   (f) ADJ UNCH    1 2
 NE0422
 NE0422.Superseded values are not recommended for survey control.
 NE0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0422.See file dsdata.txt to determine how the superseded data were derived.
 NE0422
 NE0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH325099(NAD 83)
 NE0422_MARKER: DB = BENCH MARK DISK
 NE0422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0422_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0422_STAMPING: 614.582 J 32 1930
 NE0422_MARK LOGO: CGS   
 NE0422_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0422+STABILITY: SURFACE MOTION
 NE0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0422+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2006
 NE0422
 NE0422  HISTORY     - Date     Condition        Report By
 NE0422  HISTORY     - 1930     MONUMENTED       CGS
 NE0422  HISTORY     - 1942     GOOD             NGS
 NE0422  HISTORY     - 1964     GOOD             USE
 NE0422  HISTORY     - 1988     GOOD             USPSQD
 NE0422  HISTORY     - 19941230 GOOD             LOCENG
 NE0422  HISTORY     - 19951230 GOOD             LOCENG
 NE0422  HISTORY     - 19990614 GOOD             USPSQD
 NE0422  HISTORY     - 20021012 GOOD             USPSQD
 NE0422  HISTORY     - 20060518 GOOD             SPALD
 NE0422  HISTORY     - 20060804 GOOD             TETR
 NE0422
 NE0422                          STATION DESCRIPTION
 NE0422
 NE0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 NE0422'AT WARREN.
 NE0422'AT WARREN, MACOMB COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, NORTH
 NE0422'OF THE STATION, AT THE CENTER OF A POWER-TRANSMISSION LINE
 NE0422'TOWER, AND 36 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
 NE0422'A STANDARD DISK, STAMPED 614.582 J 32 1930 AND SET IN THE TOP
 NE0422'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 NE0422
 NE0422                          STATION RECOVERY (1964)
 NE0422
 NE0422'RECOVERY NOTE BY US ENGINEERS 1964
 NE0422'RECOVERED IN GOOD CONDITION.
 NE0422
 NE0422                          STATION RECOVERY (1988)
 NE0422
 NE0422'RECOVERY NOTE BY US POWER SQUADRON 1988 (RR)
 NE0422'RECOVERED IN GOOD CONDITION.
 NE0422
 NE0422                          STATION RECOVERY (1994)
 NE0422
 NE0422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (LRF)
 NE0422'IN THE SOUTH 1/2 OF SECTION 4, T-1-N, R-12-E, CITY OF WARREN, MARK IS
 NE0422'ON PROPERTY OWNED BY GENERAL MOTORS CORPORATION AND IS SET IN THE TOP
 NE0422'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. TO REACH THE
 NE0422'STATION FROM THE FOURTEEN MILE ROAD AND VAN DYKE ROAD (STATE HIGHWAY
 NE0422'M-53) INTERSECTION IN WARREN, GO SOUTH ON VAN DYKE ROAD FOR 0.9 MI
 NE0422'(1.4 KM) TO CHICAGO ROAD.  TURN RIGHT ON CHICAGO ROAD GOING WEST FOR
 NE0422'0.5 MI (0.8 KM) TO A HIGH VOLTAGE OVERHEAD POWER TRANSMISSION LINE,
 NE0422'THE STATION IS ON THE LEFT (APPROXIMATELY 100 FT (30.5 M) SOUTH OF
 NE0422'CHICAGO ROAD) AT THE CENTER OF A TALL POWER TRANSMISSION LINE TOWER,
 NE0422'AND IS 36.0 FT (11.0 M) WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 NE0422'PENN CENTRAL RAILROAD.
 NE0422
 NE0422                          STATION RECOVERY (1995)
 NE0422
 NE0422'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (LRF)
 NE0422'THE STATION IS LOCATED ON THE WARREN USGS QUAD, IN THE SOUTH 1/2 OF
 NE0422'SECTION 4, T-1-N, R-12-E, CITY OF WARREN, MACOMB COUNTY.  THE STATION
 NE0422'IS ON PROPERTY OWNED BY GENERAL MOTORS CORPORATION AND IS SET IN THE
 NE0422'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND. TO REACH
 NE0422'THE STATION FROM THE FOURTEEN MILE ROAD AND VAN DYKE ROAD (STATE
 NE0422'HIGHWAY M-53) INTERSECTION IN WARREN, GO SOUTH ON VAN DYKE ROAD FOR
 NE0422'0.9 MI (1.4 KM) TO CHICAGO ROAD. TURN RIGHT ON CHICAGO ROAD GOING WEST
 NE0422'FOR 0.5 MI (0.8 KM) TO A HIGH VOLTAGE OVERHEAD POWER TRANSMISSION
 NE0422'LINE. THE STATION IS ON THE LEFT (APPROXIMATELY 100 FT (30.5 M) SOUTH
 NE0422'OF CHICAGO ROAD) AT THE CENTER OF A TALL STEEL POWER TRANSMISSION LINE
 NE0422'TOWER, AND IS 36.0 FT (11.0 M) WEST OF THE WEST RAIL OF THE MAIN TRACK
 NE0422'OF THE PENN CENTRAL RAILROAD.
 NE0422
 NE0422                          STATION RECOVERY (1999)
 NE0422
 NE0422'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0422'RECOVERED IN GOOD CONDITION.
 NE0422
 NE0422                          STATION RECOVERY (2002)
 NE0422
 NE0422'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0422'RECOVERED IN GOOD CONDITION.
 NE0422
 NE0422                          STATION RECOVERY (2006)
 NE0422
 NE0422'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0422'RECOVERED IN GOOD CONDITION.
 NE0422
 NE0422                          STATION RECOVERY (2006)
 NE0422
 NE0422'RECOVERY NOTE BY TETRA TECH MPS 2006 (ANB)
 NE0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0249 ***********************************************************************
 PM0249  DESIGNATION -  J 321
 PM0249  PID         -  PM0249
 PM0249  STATE/COUNTY-  MI/MANISTEE
 PM0249  USGS QUAD   -  MILLERTON (1987)
 PM0249
 PM0249                         *CURRENT SURVEY CONTROL
 PM0249  ___________________________________________________________________
 PM0249* NAD 83(1986)-  44 21 31.     (N)    086 06 07.     (W)     SCALED    
 PM0249* NAVD 88     -       223.973  (meters)     734.82   (feet)  ADJUSTED  
 PM0249  ___________________________________________________________________
 PM0249  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 PM0249  DYNAMIC HT  -         223.946 (meters)     734.73  (feet)  COMP
 PM0249  MODELED GRAV-     980,494.3   (mgal)                       NAVD 88
 PM0249
 PM0249  VERT ORDER  -  FIRST     CLASS II
 PM0249
 PM0249.The horizontal coordinates were scaled from a topographic map and have
 PM0249.an estimated accuracy of +/- 6 seconds.
 PM0249
 PM0249.The orthometric height was determined by differential leveling
 PM0249.and adjusted by the National Geodetic Survey in June 1991..
 PM0249
 PM0249.The geoid height was determined by GEOID03.
 PM0249
 PM0249.The dynamic height is computed by dividing the NAVD 88
 PM0249.geopotential number by the normal gravity value computed on the
 PM0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0249.degrees latitude (g = 980.6199 gals.).
 PM0249
 PM0249.The modeled gravity was interpolated from observed gravity values.
 PM0249
 PM0249;                    North         East    Units  Estimated Accuracy
 PM0249;SPC MI C     -   117,260.    5,861,680.      MT  (+/- 180 meters Scaled)
 PM0249
 PM0249                          SUPERSEDED SURVEY CONTROL
 PM0249
 PM0249.No superseded survey control is available for this station.
 PM0249
 PM0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ715120(NAD 83)
 PM0249_MARKER: I = METAL ROD
 PM0249_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0249_SP_SET: STAINLESS STEEL ROD
 PM0249_STAMPING: J 321 1984
 PM0249_MARK LOGO: NGS   
 PM0249_PROJECTION: FLUSH
 PM0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0249+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 PM0249_ROD/PIPE-DEPTH: 18.3 meters
 PM0249
 PM0249  HISTORY     - Date     Condition        Report By
 PM0249  HISTORY     - 1984     MONUMENTED       NGS
 PM0249  HISTORY     - 19961023 GOOD             USPSQD
 PM0249  HISTORY     - 20031010 GOOD             USPSQD
 PM0249
 PM0249                          STATION DESCRIPTION
 PM0249
 PM0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0249'25.12 KM (15.7 MI) NE FROM MANISTEE.
 PM0249'16.0 KM (10.0 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0249'IN MANISTEE, THENCE 2.56 KM (1.6 MI) NORTHEAST ALONG OLD HIGHWAY 31,
 PM0249'THENCE 1.6 KM (1.0 MI) EAST ALONG LYMAN ROAD, THENCE 1.68 KM (1.05 MI)
 PM0249'NORTH ALONG ADAMSON LAKE ROAD, THENCE 3.28 KM (2.05 MI) EAST ALONG 8
 PM0249'MILE ROAD, AT THE JUNCTION OF 8 MILE ROAD AND CHIEF ROAD LEADING
 PM0249'NORTH-SOUTH, 21.5 METERS (70.5 FT) NORTH OF THE CENTERLINE OF 8 MILE
 PM0249'ROAD, 68.0 METERS (223.0 FT) WEST-NORTHWEST OF THE CENTERLINE AT THE
 PM0249'JUNCTION OF CHIEF AND 8 MILE ROADS, 30.5 METERS (100.0 FT) SOUTH OF
 PM0249'THE SOUTHWEST CORNER OF A HOUSE, 0.61 METERS (2.0 FT) SOUTH OF A
 PM0249'POWERLINE POLE WITH A GUY WIRE AND TRANSFORMER ATTACHED, AND
 PM0249'28.7 METERS (94.0 FT) EAST OF THE CENTERLINE OF A DRIVEWAY LEADING
 PM0249'NORTH.
 PM0249'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 PM0249'THE MARK IS 0.9 M BELOW CENTERLINE OF 8 MILE RD.
 PM0249
 PM0249                          STATION RECOVERY (1996)
 PM0249
 PM0249'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0249'RECOVERED IN GOOD CONDITION.
 PM0249
 PM0249                          STATION RECOVERY (2003)
 PM0249
 PM0249'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1218 ***********************************************************************
 NF1218  DESIGNATION -  J 322
 NF1218  PID         -  NF1218
 NF1218  STATE/COUNTY-  MI/KALAMAZOO
 NF1218  USGS QUAD   -  KALAMAZOO (1995)
 NF1218
 NF1218                         *CURRENT SURVEY CONTROL
 NF1218  ___________________________________________________________________
 NF1218* NAD 83(1986)-  42 17 32.     (N)    085 35 45.     (W)     SCALED    
 NF1218* NAVD 88     -       243.124  (meters)     797.65   (feet)  ADJUSTED  
 NF1218  ___________________________________________________________________
 NF1218  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF1218  DYNAMIC HT  -         243.049 (meters)     797.40  (feet)  COMP
 NF1218  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 NF1218
 NF1218  VERT ORDER  -  FIRST     CLASS II
 NF1218
 NF1218.The horizontal coordinates were scaled from a topographic map and have
 NF1218.an estimated accuracy of +/- 6 seconds.
 NF1218
 NF1218.The orthometric height was determined by differential leveling
 NF1218.and adjusted by the National Geodetic Survey in June 1991..
 NF1218
 NF1218.The geoid height was determined by GEOID03.
 NF1218
 NF1218.The dynamic height is computed by dividing the NAVD 88
 NF1218.geopotential number by the normal gravity value computed on the
 NF1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1218.degrees latitude (g = 980.6199 gals.).
 NF1218
 NF1218.The modeled gravity was interpolated from observed gravity values.
 NF1218
 NF1218;                    North         East    Units  Estimated Accuracy
 NF1218;SPC MI S     -    88,740.    3,898,640.      MT  (+/- 180 meters Scaled)
 NF1218
 NF1218                          SUPERSEDED SURVEY CONTROL
 NF1218
 NF1218  NGVD 29 (01/19/93)  243.258  (m)          798.09   (f) ADJUSTED    1 2
 NF1218
 NF1218.Superseded values are not recommended for survey control.
 NF1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1218.See file dsdata.txt to determine how the superseded data were derived.
 NF1218
 NF1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM157831(NAD 83)
 NF1218_MARKER: F = FLANGE-ENCASED ROD
 NF1218_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1218_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1218_STAMPING: J 322 1984
 NF1218_MARK LOGO: NGS   
 NF1218_PROJECTION: FLUSH
 NF1218_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1218+STABILITY: POSITION/ELEVATION WELL
 NF1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1218+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2004
 NF1218_ROD/PIPE-DEPTH: 30.5 meters
 NF1218_SLEEVE-DEPTH  : 4.00 meters
 NF1218
 NF1218  HISTORY     - Date     Condition        Report By
 NF1218  HISTORY     - 1984     MONUMENTED       NGS
 NF1218  HISTORY     - 1985     GOOD             NGS
 NF1218  HISTORY     - 19930105 GOOD             NGS
 NF1218  HISTORY     - 19970309 GOOD             USPSQD
 NF1218  HISTORY     - 20010528 GOOD             NGS
 NF1218  HISTORY     - 20021017 GOOD             USPSQD
 NF1218  HISTORY     - 20041221 GOOD             MIDH
 NF1218
 NF1218                          STATION DESCRIPTION
 NF1218
 NF1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1218'IN KALAMAZOO.
 NF1218'IN KALAMAZOO, AT THE INTERSECTION OF WEST MAIN AND WOODWARD STREETS,
 NF1218'29.2 M (95.8 FT) NORTH OF THE CENTER OF WEST MAIN STREET, 15.0 M (49.2
 NF1218'FT) WEST OF THE CENTERLINE OF WOODWARD STREET, 7.3 M (24.0 FT) EAST OF
 NF1218'THE SOUTHEAST CORNER OF THE UNITY CHURCH AT 910 WOODWARD STREET, AND
 NF1218'2.4 M (7.9 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK LEADING TO THE
 NF1218'EAST ENTRANCE TO THE CHURCH.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1218'THROUGH A 5-INCH LOGO CAP.
 NF1218'THE MARK IS 0.3 M ABOVE WEST MAIN STREET.
 NF1218
 NF1218                          STATION RECOVERY (1985)
 NF1218
 NF1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1218'RECOVERED IN GOOD CONDITION.
 NF1218
 NF1218                          STATION RECOVERY (1993)
 NF1218
 NF1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF1218'IN KALAMAZOO, AT 910 WOODWARD STREET, 29.2 M (95.8 FT) NORTH OF THE
 NF1218'CENTER OF WEST MAIN STREET, 15.0 M (49.2 FT) WEST OF THE CENTERLINE OF
 NF1218'THE STREET, 7.3 M (24.0 FT) EAST OF THE SOUTHEAST CORNER OF THE UNITY
 NF1218'CHURCH OF KALAMAZOO AT 910 WOODWARD STREET, 2.4 M (7.9 FT) SOUTH OF
 NF1218'THE SOUTH EDGE OF THE SIDEWALK LEADING TO THE EAST ENTRANCE OF THE
 NF1218'CHURCH, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET. NOTE--ACCESS
 NF1218'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1218
 NF1218                          STATION RECOVERY (1997)
 NF1218
 NF1218'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1218'RECOVERED IN GOOD CONDITION.
 NF1218
 NF1218                          STATION RECOVERY (2001)
 NF1218
 NF1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1218'RECOVERED AS DESCRIBED.
 NF1218
 NF1218                          STATION RECOVERY (2002)
 NF1218
 NF1218'RECOVERY NOTE BY US POWER SQUADRON 2002 (SYV)
 NF1218'RECOVERED IN GOOD CONDITION.
 NF1218
 NF1218                          STATION RECOVERY (2004)
 NF1218
 NF1218'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2004 (GRH)
 NF1218'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1227 ***********************************************************************
 NF1227  DESIGNATION -  J 323
 NF1227  PID         -  NF1227
 NF1227  STATE/COUNTY-  MI/VAN BUREN
 NF1227  USGS QUAD   -  MERSON (1981)
 NF1227
 NF1227                         *CURRENT SURVEY CONTROL
 NF1227  ___________________________________________________________________
 NF1227* NAD 83(1986)-  42 22 30.     (N)    085 47 21.     (W)     SCALED    
 NF1227* NAVD 88     -       248.455  (meters)     815.14   (feet)  ADJUSTED  
 NF1227  ___________________________________________________________________
 NF1227  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 NF1227  DYNAMIC HT  -         248.385 (meters)     814.91  (feet)  COMP
 NF1227  MODELED GRAV-     980,331.3   (mgal)                       NAVD 88
 NF1227
 NF1227  VERT ORDER  -  FIRST     CLASS II
 NF1227
 NF1227.The horizontal coordinates were scaled from a topographic map and have
 NF1227.an estimated accuracy of +/- 6 seconds.
 NF1227
 NF1227.The orthometric height was determined by differential leveling
 NF1227.and adjusted by the National Geodetic Survey in June 1991..
 NF1227
 NF1227.The geoid height was determined by GEOID03.
 NF1227
 NF1227.The dynamic height is computed by dividing the NAVD 88
 NF1227.geopotential number by the normal gravity value computed on the
 NF1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1227.degrees latitude (g = 980.6199 gals.).
 NF1227
 NF1227.The modeled gravity was interpolated from observed gravity values.
 NF1227
 NF1227;                    North         East    Units  Estimated Accuracy
 NF1227;SPC MI S     -    98,180.    3,882,850.      MT  (+/- 180 meters Scaled)
 NF1227
 NF1227                          SUPERSEDED SURVEY CONTROL
 NF1227
 NF1227  NGVD 29 (01/19/93)  248.588  (m)          815.58   (f) ADJUSTED    1 2
 NF1227
 NF1227.Superseded values are not recommended for survey control.
 NF1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1227.See file dsdata.txt to determine how the superseded data were derived.
 NF1227
 NF1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM996921(NAD 83)
 NF1227_MARKER: I = METAL ROD
 NF1227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1227_SP_SET: STAINLESS STEEL ROD
 NF1227_STAMPING: J 323 1984
 NF1227_MARK LOGO: NGS   
 NF1227_PROJECTION: FLUSH
 NF1227_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1227+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 NF1227_ROD/PIPE-DEPTH: 5.8  meters
 NF1227
 NF1227  HISTORY     - Date     Condition        Report By
 NF1227  HISTORY     - 1984     MONUMENTED       NGS
 NF1227  HISTORY     - 19930619 GOOD             LOCSUR
 NF1227  HISTORY     - 19930619 GOOD             LOCSUR
 NF1227
 NF1227                          STATION DESCRIPTION
 NF1227
 NF1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1227'3.6 KM (2.25 MI) EAST FROM KENDALL.
 NF1227'3.6 KM (2.25 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE
 NF1227'IN KENDALL, 41.1 M ( 134.8 FT) EAST OF THE CENTER OF A DRIVEWAY
 NF1227'LEADING EAST TO THE GLEEN KEELY RESIDENCE, 22.7 M ( 74.5 FT) SOUTH OF
 NF1227'THE SOUTH FACE OF A METAL BUILDING, 9.0 M (29.5 FT) NORTH OF THE
 NF1227'CENTER OF THE ROAD, 4.6 M ( 15.1 FT) EAST OF THE CENTER OF A METAL
 NF1227'GATE, 2.1 M (6.9 FT) NORTH OF THE EAST END OF A METAL CULVERT, AND
 NF1227'0.4 M (1.3 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1227'THROUGH A 5-INCH LOGO CAP.
 NF1227'THE MARK IS 0.4 METERS  SSW FROM  A WITNESS POST
 NF1227'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF1227
 NF1227                          STATION RECOVERY (1993)
 NF1227
 NF1227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF1227'RECOVERED IN GOOD CONDITION.
 NF1227
 NF1227                          STATION RECOVERY (1993)
 NF1227
 NF1227'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1227'A NEW DESCRIPTION FOLLOWS.  STATION IS 2.25 MI (3.62 KM) EASTERLY
 NF1227'ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL.  IT IS 134.8 FT
 NF1227'(41.1 M) EAST OF THE CENTER OF A DRIVEWAY LEADING EAST TO THE GLEEN
 NF1227'KEELY RESIDENCE, 74.5 FT (22.7 M) SOUTH OF THE SOUTH FACE OF A METAL
 NF1227'BUILDING, 29.5 FT (9.0 M) NORTH OF THE CENTER OF THE ROAD, 15.1 FT
 NF1227'(4.6 M) EAST OF THE CENTER OF A METAL GATE, 6.9 FT (2.1 M) NORTH OF
 NF1227'THE EAST END OF A NETAL CULVERT, AND 1.3 FT (0.4 M) SOUTH OF A FENCE.
 NF1227'NOTE - ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.  THE
 NF1227'ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 5.8 M (19.0
 NF1227'FT) .  THE STATION IS LEVEL WITH THE HEIGHT OF THE ROAD AND 0.4 M (1.3
 NF1227'FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1508 ***********************************************************************
 RL1508  DESIGNATION -  J 324
 RL1508  PID         -  RL1508
 RL1508  STATE/COUNTY-  MI/GOGEBIC
 RL1508  USGS QUAD   -  CHANEY LAKE (1982)
 RL1508
 RL1508                         *CURRENT SURVEY CONTROL
 RL1508  ___________________________________________________________________
 RL1508* NAD 83(1986)-  46 30 54.     (N)    089 52 57.     (W)     SCALED    
 RL1508* NAVD 88     -       406.526  (meters)    1333.74   (feet)  ADJUSTED  
 RL1508  ___________________________________________________________________
 RL1508  GEOID HEIGHT-         -30.70  (meters)                     GEOID03
 RL1508  DYNAMIC HT  -         406.548 (meters)    1333.82  (feet)  COMP
 RL1508  MODELED GRAV-     980,656.9   (mgal)                       NAVD 88
 RL1508
 RL1508  VERT ORDER  -  FIRST     CLASS II
 RL1508
 RL1508.The horizontal coordinates were scaled from a topographic map and have
 RL1508.an estimated accuracy of +/- 6 seconds.
 RL1508
 RL1508.The orthometric height was determined by differential leveling
 RL1508.and adjusted by the National Geodetic Survey in June 1991..
 RL1508
 RL1508.The geoid height was determined by GEOID03.
 RL1508
 RL1508.The dynamic height is computed by dividing the NAVD 88
 RL1508.geopotential number by the normal gravity value computed on the
 RL1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1508.degrees latitude (g = 980.6199 gals.).
 RL1508
 RL1508.The modeled gravity was interpolated from observed gravity values.
 RL1508
 RL1508;                    North         East    Units  Estimated Accuracy
 RL1508;SPC MI N     -   196,490.    7,778,860.      MT  (+/- 180 meters Scaled)
 RL1508
 RL1508                          SUPERSEDED SURVEY CONTROL
 RL1508
 RL1508.No superseded survey control is available for this station.
 RL1508
 RL1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS788553(NAD 83)
 RL1508_MARKER: I = METAL ROD
 RL1508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1508_SP_SET: STAINLESS STEEL ROD
 RL1508_STAMPING: J 324 1985
 RL1508_MARK LOGO: NGS   
 RL1508_PROJECTION: FLUSH
 RL1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1508+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1508_ROD/PIPE-DEPTH: 6.7  meters
 RL1508
 RL1508  HISTORY     - Date     Condition        Report By
 RL1508  HISTORY     - 1985     MONUMENTED       NGS
 RL1508  HISTORY     - 20030822 GOOD             USPSQD
 RL1508  HISTORY     - 20040808 GOOD             USPSQD
 RL1508
 RL1508                          STATION DESCRIPTION
 RL1508
 RL1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1508'7.0 KM (4.35 MI) EAST FROM WAKEFIELD.
 RL1508'7.0 KM (4.35 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1508'WITH U.S. HIGHWAY 2 IN WAKEFIELD, 130.0 M (426.5 FT) SOUTHWEST OF A
 RL1508'HIGHWAY BRIDGE SPANNING JACKSON CREEK, 25.5 M (83.7 FT) SOUTHWEST OF
 RL1508'THE SOUTHWEST CORNER OF A CABIN, 14.0 M (45.9 FT) NORTHWEST OF THE
 RL1508'CENTERLINE OF THE HIGHWAY, AND 8.5 M (27.9 FT) SOUTHWEST OF THE CENTER
 RL1508'OF A DRIVEWAY LEADING NORTH.  NOTE--ACCESS TO DATUM POINT IS HAD
 RL1508'THROUGH A 5-INCH LOGO CAP.
 RL1508'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RL1508'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RL1508
 RL1508                          STATION RECOVERY (2003)
 RL1508
 RL1508'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RL1508'RECOVERED IN GOOD CONDITION.  NOTE-- THE STATION IS AT THE NORTH EDGE
 RL1508'OF PINE TREES AND THE SOUTH EDGE OF A MOWED LAWN.  THE CABIN IS
 RL1508'LABELED --PEACEFUL VALLEY-- ON THE FRONT OF THE BUILDING.
 RL1508
 RL1508                          STATION RECOVERY (2004)
 RL1508
 RL1508'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1508'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1480 ***********************************************************************
 RL1480  DESIGNATION -  J 325
 RL1480  PID         -  RL1480
 RL1480  STATE/COUNTY-  MI/BARAGA
 RL1480  USGS QUAD   -  SIDNAW (1985)
 RL1480
 RL1480                         *CURRENT SURVEY CONTROL
 RL1480  ___________________________________________________________________
 RL1480* NAD 83(1986)-  46 30 40.     (N)    088 44 24.     (W)     SCALED    
 RL1480* NAVD 88     -       419.581  (meters)    1376.58   (feet)  ADJUSTED  
 RL1480  ___________________________________________________________________
 RL1480  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 RL1480  DYNAMIC HT  -         419.592 (meters)    1376.61  (feet)  COMP
 RL1480  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL1480
 RL1480  VERT ORDER  -  FIRST     CLASS II
 RL1480
 RL1480.The horizontal coordinates were scaled from a topographic map and have
 RL1480.an estimated accuracy of +/- 6 seconds.
 RL1480
 RL1480.The orthometric height was determined by differential leveling
 RL1480.and adjusted by the National Geodetic Survey in June 1991..
 RL1480
 RL1480.The geoid height was determined by GEOID03.
 RL1480
 RL1480.The dynamic height is computed by dividing the NAVD 88
 RL1480.geopotential number by the normal gravity value computed on the
 RL1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1480.degrees latitude (g = 980.6199 gals.).
 RL1480
 RL1480.The modeled gravity was interpolated from observed gravity values.
 RL1480
 RL1480;                    North         East    Units  Estimated Accuracy
 RL1480;SPC MI N     -   193,500.    7,866,480.      MT  (+/- 180 meters Scaled)
 RL1480
 RL1480                          SUPERSEDED SURVEY CONTROL
 RL1480
 RL1480.No superseded survey control is available for this station.
 RL1480
 RL1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS665523(NAD 83)
 RL1480_MARKER: I = METAL ROD
 RL1480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1480_SP_SET: STAINLESS STEEL ROD
 RL1480_STAMPING: J 325 1985
 RL1480_MARK LOGO: NGS   
 RL1480_PROJECTION: FLUSH
 RL1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1480_ROD/PIPE-DEPTH: 19.5 meters
 RL1480
 RL1480  HISTORY     - Date     Condition        Report By
 RL1480  HISTORY     - 1985     MONUMENTED       NGS
 RL1480  HISTORY     - 1989     GOOD             USPSQD
 RL1480
 RL1480                          STATION DESCRIPTION
 RL1480
 RL1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1480'16.9 KM (10.5 MI) WEST FROM COVINGTON.
 RL1480'16.9 KM (10.5 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1480'WITH U.S. HIGHWAY 141 IN COVINGTON, 30.8 M (101.0 FT) SOUTHEAST OF THE
 RL1480'EAST END OF A GUARD RAIL, AND 23.4 M (76.8 FT) SOUTH OF THE CENTERLINE
 RL1480'OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RL1480'LOGO CAP.
 RL1480'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1480'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 RL1480
 RL1480                          STATION RECOVERY (1989)
 RL1480
 RL1480'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0463 ***********************************************************************
 NG0463  DESIGNATION -  J 326
 NG0463  PID         -  NG0463
 NG0463  STATE/COUNTY-  MI/BERRIEN
 NG0463  USGS QUAD   -  BENTON HARBOR (1980)
 NG0463
 NG0463                         *CURRENT SURVEY CONTROL
 NG0463  ___________________________________________________________________
 NG0463* NAD 83(1986)-  42 07 26.     (N)    086 25 20.     (W)     SCALED    
 NG0463* NAVD 88     -       194.501  (meters)     638.13   (feet)  ADJUSTED  
 NG0463  ___________________________________________________________________
 NG0463  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 NG0463  DYNAMIC HT  -         194.436 (meters)     637.91  (feet)  COMP
 NG0463  MODELED GRAV-     980,283.5   (mgal)                       NAVD 88
 NG0463
 NG0463  VERT ORDER  -  FIRST     CLASS II
 NG0463
 NG0463.The horizontal coordinates were scaled from a topographic map and have
 NG0463.an estimated accuracy of +/- 6 seconds.
 NG0463
 NG0463.The orthometric height was determined by differential leveling
 NG0463.and adjusted by the National Geodetic Survey in June 1991..
 NG0463
 NG0463.The geoid height was determined by GEOID03.
 NG0463
 NG0463.The dynamic height is computed by dividing the NAVD 88
 NG0463.geopotential number by the normal gravity value computed on the
 NG0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0463.degrees latitude (g = 980.6199 gals.).
 NG0463
 NG0463.The modeled gravity was interpolated from observed gravity values.
 NG0463
 NG0463;                    North         East    Units  Estimated Accuracy
 NG0463;SPC MI S     -    71,380.    3,830,040.      MT  (+/- 180 meters Scaled)
 NG0463
 NG0463                          SUPERSEDED SURVEY CONTROL
 NG0463
 NG0463  NGVD 29 (01/19/93)  194.655  (m)          638.63   (f) ADJUSTED    1 2
 NG0463
 NG0463.Superseded values are not recommended for survey control.
 NG0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0463.See file dsdata.txt to determine how the superseded data were derived.
 NG0463
 NG0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM477636(NAD 83)
 NG0463_MARKER: I = METAL ROD
 NG0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0463_SP_SET: STAINLESS STEEL ROD
 NG0463_STAMPING: J 326 1985
 NG0463_MARK LOGO: NGS   
 NG0463_PROJECTION: FLUSH
 NG0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0463_ROD/PIPE-DEPTH: 16.3 meters
 NG0463
 NG0463  HISTORY     - Date     Condition        Report By
 NG0463  HISTORY     - 1985     MONUMENTED       NGS
 NG0463
 NG0463                          STATION DESCRIPTION
 NG0463
 NG0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0463'5.3 KM (3.3 MI) EAST FROM ST JOSEPH.
 NG0463'3.8 KM (2.35 MI) EASTERLY ALONG INTERSTATE HIGHWAY 94 BUSINESS FROM
 NG0463'THE POST OFFICE IN ST JOSEPH, THENCE 0.2 KM (0.1 MI) NORTH ALONG FAIR
 NG0463'STREET, THENCE 1.1 KM (0.7 MI) EASTERLY ALONG TERRITORIAL ROAD, THENCE
 NG0463'0.2 KM (0.1 MI) NORTHEASTERLY ALONG RED ARROW HIGHWAY, 30.8 M
 NG0463'(101.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF A ROAD, 9.4 M (30.8 FT)
 NG0463'NORTHW OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) NORTHEAST
 NG0463'OF UTILITY POLE NUMBER B 189 361 WITH A TRANSFORMER.  NOTE--ACCESS TO
 NG0463'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0463'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 NG0463'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1213 ***********************************************************************
 NF1213  DESIGNATION -  J 327
 NF1213  PID         -  NF1213
 NF1213  STATE/COUNTY-  MI/KALAMAZOO
 NF1213  USGS QUAD   -  KALAMAZOO (1995)
 NF1213
 NF1213                         *CURRENT SURVEY CONTROL
 NF1213  ___________________________________________________________________
 NF1213* NAD 83(1986)-  42 17 19.     (N)    085 33 09.     (W)     SCALED    
 NF1213* NAVD 88     -       233.172  (meters)     765.00   (feet)  ADJUSTED  
 NF1213  ___________________________________________________________________
 NF1213  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NF1213  DYNAMIC HT  -         233.100 (meters)     764.76  (feet)  COMP
 NF1213  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NF1213
 NF1213  VERT ORDER  -  FIRST     CLASS II
 NF1213
 NF1213.The horizontal coordinates were scaled from a topographic map and have
 NF1213.an estimated accuracy of +/- 6 seconds.
 NF1213
 NF1213.The orthometric height was determined by differential leveling
 NF1213.and adjusted by the National Geodetic Survey in June 1991..
 NF1213
 NF1213.The geoid height was determined by GEOID03.
 NF1213
 NF1213.The dynamic height is computed by dividing the NAVD 88
 NF1213.geopotential number by the normal gravity value computed on the
 NF1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1213.degrees latitude (g = 980.6199 gals.).
 NF1213
 NF1213.The modeled gravity was interpolated from observed gravity values.
 NF1213
 NF1213;                    North         East    Units  Estimated Accuracy
 NF1213;SPC MI S     -    88,290.    3,902,210.      MT  (+/- 180 meters Scaled)
 NF1213
 NF1213                          SUPERSEDED SURVEY CONTROL
 NF1213
 NF1213  NGVD 29 (01/19/93)  233.306  (m)          765.44   (f) ADJUSTED    1 2
 NF1213
 NF1213.Superseded values are not recommended for survey control.
 NF1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1213.See file dsdata.txt to determine how the superseded data were derived.
 NF1213
 NF1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM193828(NAD 83)
 NF1213_MARKER: I = METAL ROD
 NF1213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1213_SP_SET: STAINLESS STEEL ROD
 NF1213_STAMPING: J 327 1985
 NF1213_MARK LOGO: NGS   
 NF1213_PROJECTION: FLUSH
 NF1213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1213_ROD/PIPE-DEPTH: 30.5 meters
 NF1213
 NF1213  HISTORY     - Date     Condition        Report By
 NF1213  HISTORY     - 1985     MONUMENTED       NGS
 NF1213  HISTORY     - 19970307 GOOD             USPSQD
 NF1213  HISTORY     - 20021017 GOOD             USPSQD
 NF1213
 NF1213                          STATION DESCRIPTION
 NF1213
 NF1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1213'3.3 KM (2.05 MI) EAST FROM KALAMAZOO.
 NF1213'3.3 KM (2.05 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE FEDERAL
 NF1213'BUILDING IN KALAMAZOO, 21.5 M (70.5 FT) NORHWEST OF THE EXTENDED
 NF1213'CENTER OF THE STREET, 19.8 M (65.0 FT) SOUTHWEST OF THE CENTERLINE OF
 NF1213'THE EAST BOUND LANES OF THE AVENUE, 9.1 M (29.9 FT) NORTHEAST OF THE
 NF1213'NEAR RAIL OF THE CONRAIL RAILROAD, 8.6 M (28.2 FT) SOUTHEAST OF THE
 NF1213'CENTER OF A PAVED ROAD, AND 1.1 M (3.6 FT) SOUTHEAST OF A STREET LIGHT
 NF1213'POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1213'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 NF1213'THE MARK IS 1.3 M BELOW THE AVENUE.
 NF1213
 NF1213                          STATION RECOVERY (1997)
 NF1213
 NF1213'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1213'RECOVERED IN GOOD CONDITION.
 NF1213
 NF1213                          STATION RECOVERY (2002)
 NF1213
 NF1213'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 NF1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1459 ***********************************************************************
 RL1459  DESIGNATION -  J 328
 RL1459  PID         -  RL1459
 RL1459  STATE/COUNTY-  MI/MARQUETTE
 RL1459  USGS QUAD   -  MICHIGAMME (1956)
 RL1459
 RL1459                         *CURRENT SURVEY CONTROL
 RL1459  ___________________________________________________________________
 RL1459* NAD 83(1986)-  46 32 23.     (N)    088 05 27.     (W)     SCALED    
 RL1459* NAVD 88     -       492.170  (meters)    1614.73   (feet)  ADJUSTED  
 RL1459  ___________________________________________________________________
 RL1459  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 RL1459  DYNAMIC HT  -         492.190 (meters)    1614.79  (feet)  COMP
 RL1459  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 RL1459
 RL1459  VERT ORDER  -  FIRST     CLASS II
 RL1459
 RL1459.The horizontal coordinates were scaled from a topographic map and have
 RL1459.an estimated accuracy of +/- 6 seconds.
 RL1459
 RL1459.The orthometric height was determined by differential leveling
 RL1459.and adjusted by the National Geodetic Survey in June 1991..
 RL1459
 RL1459.The geoid height was determined by GEOID03.
 RL1459
 RL1459.The dynamic height is computed by dividing the NAVD 88
 RL1459.geopotential number by the normal gravity value computed on the
 RL1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1459.degrees latitude (g = 980.6199 gals.).
 RL1459
 RL1459.The modeled gravity was interpolated from observed gravity values.
 RL1459
 RL1459;                    North         East    Units  Estimated Accuracy
 RL1459;SPC MI N     -   195,790.    7,916,340.      MT  (+/- 180 meters Scaled)
 RL1459
 RL1459                          SUPERSEDED SURVEY CONTROL
 RL1459
 RL1459.No superseded survey control is available for this station.
 RL1459
 RL1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS163545(NAD 83)
 RL1459_MARKER: DB = BENCH MARK DISK
 RL1459_SETTING: 66 = SET IN ROCK OUTCROP
 RL1459_SP_SET: ROCK OUTCROP
 RL1459_STAMPING: J 328 1985
 RL1459_MARK LOGO: NGS   
 RL1459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1459+STABILITY: POSITION/ELEVATION WELL
 RL1459
 RL1459  HISTORY     - Date     Condition        Report By
 RL1459  HISTORY     - 1985     MONUMENTED       NGS
 RL1459  HISTORY     - 20050906 GOOD             USPSQD
 RL1459
 RL1459                          STATION DESCRIPTION
 RL1459
 RL1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1459'10.7 KM (6.65 MI) WEST FROM CHAMPION.
 RL1459'10.7 KM (6.65 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1459'IN CHAMPION, NEAR THE CENTER OF THE SOUTHWESTERN 1/3 OF A 10 BY 110
 RL1459'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 61.6 M (202.1 FT)
 RL1459'NORTHEAST OF THE CENTER OF THE NORTHEAST ENTRANCE INTO A ROADSIDE
 RL1459'PARK, 9.8 M (32.2 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND
 RL1459'2.7 M (8.9 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT.
 RL1459'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 RL1459'THE MARK IS ABOVE LEVEL WITH THE HIGHWA.
 RL1459
 RL1459                          STATION RECOVERY (2005)
 RL1459
 RL1459'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0461 ***********************************************************************
 RK0461  DESIGNATION -  J 329
 RK0461  PID         -  RK0461
 RK0461  STATE/COUNTY-  MI/MARQUETTE
 RK0461  USGS QUAD   -  NEGAUNEE (1975)
 RK0461
 RK0461                         *CURRENT SURVEY CONTROL
 RK0461  ___________________________________________________________________
 RK0461* NAD 83(1986)-  46 32 22.     (N)    087 31 50.     (W)     SCALED    
 RK0461* NAVD 88     -       413.316  (meters)    1356.02   (feet)  ADJUSTED  
 RK0461  ___________________________________________________________________
 RK0461  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 RK0461  DYNAMIC HT  -         413.344 (meters)    1356.11  (feet)  COMP
 RK0461  MODELED GRAV-     980,669.2   (mgal)                       NAVD 88
 RK0461
 RK0461  VERT ORDER  -  FIRST     CLASS II
 RK0461
 RK0461.The horizontal coordinates were scaled from a topographic map and have
 RK0461.an estimated accuracy of +/- 6 seconds.
 RK0461
 RK0461.The orthometric height was determined by differential leveling
 RK0461.and adjusted by the National Geodetic Survey in June 1991..
 RK0461
 RK0461.The geoid height was determined by GEOID03.
 RK0461
 RK0461.The dynamic height is computed by dividing the NAVD 88
 RK0461.geopotential number by the normal gravity value computed on the
 RK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0461.degrees latitude (g = 980.6199 gals.).
 RK0461
 RK0461.The modeled gravity was interpolated from observed gravity values.
 RK0461
 RK0461;                    North         East    Units  Estimated Accuracy
 RK0461;SPC MI N     -   195,320.    7,959,310.      MT  (+/- 180 meters Scaled)
 RK0461
 RK0461                          SUPERSEDED SURVEY CONTROL
 RK0461
 RK0461.No superseded survey control is available for this station.
 RK0461
 RK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS593541(NAD 83)
 RK0461_MARKER: DB = BENCH MARK DISK
 RK0461_SETTING: 66 = SET IN ROCK OUTCROP
 RK0461_SP_SET: ROCK OUTCROP
 RK0461_STAMPING: J 329 1985
 RK0461_MARK LOGO: NGS   
 RK0461_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0461+STABILITY: POSITION/ELEVATION WELL
 RK0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0461+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 RK0461
 RK0461  HISTORY     - Date     Condition        Report By
 RK0461  HISTORY     - 1985     MONUMENTED       NGS
 RK0461  HISTORY     - 20011011 GOOD             USPSQD
 RK0461  HISTORY     - 20041009 GOOD             USPSQD
 RK0461  HISTORY     - 20060716 GOOD             USPSQD
 RK0461
 RK0461                          STATION DESCRIPTION
 RK0461
 RK0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0461'6.2 KM (3.85 MI) WEST FROM MARQUETTE.
 RK0461'6.2 KM (3.85 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RK0461'WITH WASHINGTON STREET IN MARQUETTE, THENCE 1.8 KM (1.1 MI)
 RK0461'NORTHWESTERLY ALONG MIDWAY DRIVE (COUNTY ROAD 502), NEAR THE CENTER OF
 RK0461'A 5 BY 31 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 27.2 M (89.2 FT)
 RK0461'NORTH OF THE CENTERLINE OF THE DRIVE, 26.3 M (86.3 FT) NORTHEAST OF
 RK0461'THE SOUTHEAST CORNER OF THE RODNEY MONTCALM RESIDENCE AT 121 MIDWAY
 RK0461'DRIVE, AND 4.3 M (14.1 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 RK0461'BEDROCK.
 RK0461'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RK0461'THE MARK IS 7.2 M ABOVE THE DRIVE.
 RK0461
 RK0461                          STATION RECOVERY (2001)
 RK0461
 RK0461'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0461'RECOVERED IN GOOD CONDITION.
 RK0461
 RK0461                          STATION RECOVERY (2004)
 RK0461
 RK0461'RECOVERY NOTE BY US POWER SQUADRON 2004
 RK0461'RECOVERED IN GOOD CONDITION.
 RK0461
 RK0461                          STATION RECOVERY (2006)
 RK0461
 RK0461'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0150 ***********************************************************************
 OJ0150  DESIGNATION -  J 33
 OJ0150  PID         -  OJ0150
 OJ0150  STATE/COUNTY-  MI/SANILAC
 OJ0150  USGS QUAD   -  MINDEN CITY (1963)
 OJ0150
 OJ0150                         *CURRENT SURVEY CONTROL
 OJ0150  ___________________________________________________________________
 OJ0150* NAD 83(1986)-  43 39 17.     (N)    082 51 03.     (W)     SCALED    
 OJ0150* NAVD 88     -       239.762  (meters)     786.62   (feet)  ADJUSTED  
 OJ0150  ___________________________________________________________________
 OJ0150  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OJ0150  DYNAMIC HT  -         239.716 (meters)     786.47  (feet)  COMP
 OJ0150  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OJ0150
 OJ0150  VERT ORDER  -  FIRST     CLASS II
 OJ0150
 OJ0150.The horizontal coordinates were scaled from a topographic map and have
 OJ0150.an estimated accuracy of +/- 6 seconds.
 OJ0150
 OJ0150.The orthometric height was determined by differential leveling
 OJ0150.and adjusted by the National Geodetic Survey in June 1991..
 OJ0150
 OJ0150.The geoid height was determined by GEOID03.
 OJ0150
 OJ0150.The dynamic height is computed by dividing the NAVD 88
 OJ0150.geopotential number by the normal gravity value computed on the
 OJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0150.degrees latitude (g = 980.6199 gals.).
 OJ0150
 OJ0150.The modeled gravity was interpolated from observed gravity values.
 OJ0150
 OJ0150;                    North         East    Units  Estimated Accuracy
 OJ0150;SPC MI S     -   240,450.    4,122,280.      MT  (+/- 180 meters Scaled)
 OJ0150
 OJ0150                          SUPERSEDED SURVEY CONTROL
 OJ0150
 OJ0150  NGVD 29 (??/??/92)  239.886  (m)          787.03   (f) ADJ UNCH    1 2
 OJ0150
 OJ0150.Superseded values are not recommended for survey control.
 OJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0150.See file dsdata.txt to determine how the superseded data were derived.
 OJ0150
 OJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ507351(NAD 83)
 OJ0150_MARKER: DB = BENCH MARK DISK
 OJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0150_STAMPING: J 33 1934
 OJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0150+STABILITY: SURFACE MOTION
 OJ0150
 OJ0150  HISTORY     - Date     Condition        Report By
 OJ0150  HISTORY     - 1934     MONUMENTED       CGS
 OJ0150  HISTORY     - 1963     MARK NOT FOUND   USGS
 OJ0150  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0150
 OJ0150                          STATION DESCRIPTION
 OJ0150
 OJ0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0150'2.4 MI SE FROM TYRE.
 OJ0150'2.4 MILES SOUTHEAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0150'STATION AT TYRE, SANILAC COUNTY, AT THE NORTHWEST FOOT OF THE
 OJ0150'FIRST GRADE SOUTHEAST OF THE STATION, AT A DIRT-ROAD CROSSING,
 OJ0150'24 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 15 FEET
 OJ0150'SOUTHWEST OF THE SOUTHWEST RAIL, 6 FEET NORTHEAST OF A CROSSING
 OJ0150'SIGN, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OJ0150'DISK, STAMPED J 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0150'NOTE-- THE PERE MARQUETTE RAILWAY IS NOW THE CHESAPEAKE AND OHIO
 OJ0150'RAILWAY.
 OJ0150
 OJ0150                          STATION RECOVERY (1963)
 OJ0150
 OJ0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OJ0150'MARK NOT FOUND.
 OJ0150
 OJ0150                          STATION RECOVERY (1994)
 OJ0150
 OJ0150'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2177 ***********************************************************************
 ME2177  DESIGNATION -  J 330
 ME2177  PID         -  ME2177
 ME2177  STATE/COUNTY-  MI/BERRIEN
 ME2177  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME2177
 ME2177                         *CURRENT SURVEY CONTROL
 ME2177  ___________________________________________________________________
 ME2177* NAD 83(1986)-  41 50 58.     (N)    086 38 10.     (W)     SCALED    
 ME2177* NAVD 88     -       204.388  (meters)     670.56   (feet)  ADJUSTED  
 ME2177  ___________________________________________________________________
 ME2177  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2177  DYNAMIC HT  -         204.314 (meters)     670.32  (feet)  COMP
 ME2177  MODELED GRAV-     980,256.3   (mgal)                       NAVD 88
 ME2177
 ME2177  VERT ORDER  -  FIRST     CLASS II
 ME2177
 ME2177.The horizontal coordinates were scaled from a topographic map and have
 ME2177.an estimated accuracy of +/- 6 seconds.
 ME2177
 ME2177.The orthometric height was determined by differential leveling
 ME2177.and adjusted by the National Geodetic Survey in June 1991..
 ME2177
 ME2177.The geoid height was determined by GEOID03.
 ME2177
 ME2177.The dynamic height is computed by dividing the NAVD 88
 ME2177.geopotential number by the normal gravity value computed on the
 ME2177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2177.degrees latitude (g = 980.6199 gals.).
 ME2177
 ME2177.The modeled gravity was interpolated from observed gravity values.
 ME2177
 ME2177;                    North         East    Units  Estimated Accuracy
 ME2177;SPC MI S     -    41,360.    3,811,540.      MT  (+/- 180 meters Scaled)
 ME2177
 ME2177                          SUPERSEDED SURVEY CONTROL
 ME2177
 ME2177  NGVD 29 (01/19/93)  204.512  (m)          670.97   (f) ADJUSTED    1 2
 ME2177
 ME2177.Superseded values are not recommended for survey control.
 ME2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2177.See file dsdata.txt to determine how the superseded data were derived.
 ME2177
 ME2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM302331(NAD 83)
 ME2177_MARKER: DB = BENCH MARK DISK
 ME2177_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2177_SP_SET: BRIDGE ABUTMENT
 ME2177_STAMPING: J 330 1985
 ME2177_MARK LOGO: NGS   
 ME2177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 ME2177+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 ME2177
 ME2177  HISTORY     - Date     Condition        Report By
 ME2177  HISTORY     - 1985     MONUMENTED       NGS
 ME2177  HISTORY     - 19980606 GOOD             USPSQD
 ME2177  HISTORY     - 20010331 GOOD             NGS
 ME2177  HISTORY     - 20040622 GOOD             FISHBA
 ME2177
 ME2177                          STATION DESCRIPTION
 ME2177
 ME2177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2177'9.4 KM (5.85 MI) NE FROM NEW BUFFALO.
 ME2177'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2177'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 8.2 KM (5.1 MI) NORTHEASTERLY
 ME2177'ALONG INTERSTATE HIGHWAY 94, IN TOP OF AND 8.1 M (26.6 FT) NORTHEAST
 ME2177'OF THE SOUTHWEST END OF THE WEST CONCRETE ABUTMENT OF EAST ROAD
 ME2177'OVERPASS OF THE HIGHWAY, 18.0 M (59.1 FT) NORTHWEST OF THE CENTER OF
 ME2177'THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 5.6 M (18.4 FT) SOUTH OF
 ME2177'THE CENTER OF THE ROAD.
 ME2177'THE MARK IS 1.5 M BELOW THE ROAD.
 ME2177
 ME2177                          STATION RECOVERY (1998)
 ME2177
 ME2177'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2177'RECOVERED IN GOOD CONDITION.
 ME2177
 ME2177                          STATION RECOVERY (2001)
 ME2177
 ME2177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 ME2177
 ME2177                          STATION RECOVERY (2004)
 ME2177
 ME2177'RECOVERY NOTE BY FISHBECK THOMPSON CARR AND HUB 2004 (TP)
 ME2177'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1041 ***********************************************************************
 NE1041  DESIGNATION -  J 331
 NE1041  PID         -  NE1041
 NE1041  STATE/COUNTY-  MI/WASHTENAW
 NE1041  USGS QUAD   -  YPSILANTI WEST (1983)
 NE1041
 NE1041                         *CURRENT SURVEY CONTROL
 NE1041  ___________________________________________________________________
 NE1041* NAD 83(1986)-  42 14 39.     (N)    083 44 21.     (W)     SCALED    
 NE1041* NAVD 88     -       262.740  (meters)     862.01   (feet)  ADJUSTED  
 NE1041  ___________________________________________________________________
 NE1041  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NE1041  DYNAMIC HT  -         262.657 (meters)     861.73  (feet)  COMP
 NE1041  MODELED GRAV-     980,296.1   (mgal)                       NAVD 88
 NE1041
 NE1041  VERT ORDER  -  FIRST     CLASS II
 NE1041
 NE1041.The horizontal coordinates were scaled from a topographic map and have
 NE1041.an estimated accuracy of +/- 6 seconds.
 NE1041
 NE1041.The orthometric height was determined by differential leveling
 NE1041.and adjusted by the National Geodetic Survey in June 1991..
 NE1041
 NE1041.The geoid height was determined by GEOID03.
 NE1041
 NE1041.The dynamic height is computed by dividing the NAVD 88
 NE1041.geopotential number by the normal gravity value computed on the
 NE1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1041.degrees latitude (g = 980.6199 gals.).
 NE1041
 NE1041.The modeled gravity was interpolated from observed gravity values.
 NE1041
 NE1041;                    North         East    Units  Estimated Accuracy
 NE1041;SPC MI S     -    82,850.    4,051,790.      MT  (+/- 180 meters Scaled)
 NE1041
 NE1041                          SUPERSEDED SURVEY CONTROL
 NE1041
 NE1041  NGVD 29 (01/19/93)  262.860  (m)          862.40   (f) ADJUSTED    1 2
 NE1041
 NE1041.Superseded values are not recommended for survey control.
 NE1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1041.See file dsdata.txt to determine how the superseded data were derived.
 NE1041
 NE1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG740805(NAD 83)
 NE1041_MARKER: F = FLANGE-ENCASED ROD
 NE1041_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1041_SP_SET: STAINLESS STEEL ROD
 NE1041_STAMPING: J 331 1985
 NE1041_MARK LOGO: NGS   
 NE1041_PROJECTION: RECESSED 2 CENTIMETERS
 NE1041_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1041_ROD/PIPE-DEPTH: 4.9  meters
 NE1041
 NE1041  HISTORY     - Date     Condition        Report By
 NE1041  HISTORY     - 1985     MONUMENTED       NGS
 NE1041  HISTORY     - 19930824 GOOD             WOOLPT
 NE1041  HISTORY     - 19930910 GOOD             WOOLPT
 NE1041
 NE1041                          STATION DESCRIPTION
 NE1041
 NE1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1041'IN ANN ARBOR.
 NE1041'IN ANN ARBOR, AT THE INTERSECTION OF STATE STREET AND EISENHOWER
 NE1041'PARKWAY, 84.9 M (278.5 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 NE1041'LANES OF THE PARKWAY, 11.5 M (37.7 FT) WEST OF THE CENTERLINE OF THE
 NE1041'SOUTH BOUND LANES OF THE STREET, 6.4 M (21.0 FT) SOUTH OF THE CENTER
 NE1041'OF THE ENTRANCE TO THE MICHIGAN NATIONAL BANK, 0.9 M (3.0 FT) SOUTH OF
 NE1041'A UTILITY POLE WITH A STREET LAMP, AND 0.4 M (1.3 FT) EAST OF THE EAST
 NE1041'EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NE1041'5-INCH LOGO CAP.
 NE1041'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NE1041
 NE1041                          STATION RECOVERY (1993)
 NE1041
 NE1041'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1041'RECOVERED AS DESCRIBED.
 NE1041
 NE1041                          STATION RECOVERY (1993)
 NE1041
 NE1041'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1041'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7977 ***********************************************************************
 AH7977  DESIGNATION -  J 332
 AH7977  PID         -  AH7977
 AH7977  STATE/COUNTY-  MI/INGHAM
 AH7977  USGS QUAD   -  LESLIE (1970)
 AH7977
 AH7977                         *CURRENT SURVEY CONTROL
 AH7977  ___________________________________________________________________
 AH7977* NAD 83(1986)-  42 29 41.     (N)    084 26 35.     (W)     SCALED    
 AH7977* NAVD 88     -       297.486  (meters)     976.00   (feet)  ADJUSTED  
 AH7977  ___________________________________________________________________
 AH7977  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 AH7977  DYNAMIC HT  -         297.392 (meters)     975.69  (feet)  COMP
 AH7977  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 AH7977
 AH7977  VERT ORDER  -  FIRST     CLASS II
 AH7977
 AH7977.The horizontal coordinates were scaled from a topographic map and have
 AH7977.an estimated accuracy of +/- 6 seconds.
 AH7977
 AH7977.The orthometric height was determined by differential leveling
 AH7977.and adjusted by the National Geodetic Survey in January 2002..
 AH7977
 AH7977.The geoid height was determined by GEOID03.
 AH7977
 AH7977.The dynamic height is computed by dividing the NAVD 88
 AH7977.geopotential number by the normal gravity value computed on the
 AH7977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7977.degrees latitude (g = 980.6199 gals.).
 AH7977
 AH7977.The modeled gravity was interpolated from observed gravity values.
 AH7977
 AH7977;                    North         East    Units  Estimated Accuracy
 AH7977;SPC MI S     -   110,490.    3,993,720.      MT  (+/- 180 meters Scaled)
 AH7977
 AH7977                          SUPERSEDED SURVEY CONTROL
 AH7977
 AH7977.No superseded survey control is available for this station.
 AH7977
 AH7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN101078(NAD 83)
 AH7977_MARKER: F = FLANGE-ENCASED ROD
 AH7977_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7977_STAMPING: J 332 1992
 AH7977_MARK LOGO: NGS   
 AH7977_PROJECTION: FLUSH
 AH7977_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH7977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7977+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AH7977_ROD/PIPE-DEPTH: 10.1 meters
 AH7977
 AH7977  HISTORY     - Date     Condition        Report By
 AH7977  HISTORY     - 1992     MONUMENTED       NGS
 AH7977  HISTORY     - 20000531 GOOD             NGS
 AH7977
 AH7977                          STATION DESCRIPTION
 AH7977
 AH7977'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7977'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7977'LESLIE, THENCE 3.3 KM (2.05 MI) NORTHERLY ALONG HULL ROAD, 37.5 M
 AH7977'(123.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AH7977'HIGHWAY 127, 8.9 M (29.2 FT) EAST OF THE ROAD CENTERLINE, 3.8 M (12.5
 AH7977'FT) NORTH OF A FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 AH7977'ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AH7977'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7977
 AH7977                          STATION RECOVERY (2000)
 AH7977
 AH7977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7977'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7951 ***********************************************************************
 AH7951  DESIGNATION -  J 333
 AH7951  PID         -  AH7951
 AH7951  STATE/COUNTY-  MI/CLINTON
 AH7951  USGS QUAD   -  EAGLE (1978)
 AH7951
 AH7951                         *CURRENT SURVEY CONTROL
 AH7951  ___________________________________________________________________
 AH7951* NAD 83(1986)-  42 48 28.     (N)    084 47 18.     (W)     SCALED    
 AH7951* NAVD 88     -       254.829  (meters)     836.05   (feet)  ADJUSTED  
 AH7951  ___________________________________________________________________
 AH7951  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 AH7951  DYNAMIC HT  -         254.757 (meters)     835.82  (feet)  COMP
 AH7951  MODELED GRAV-     980,333.7   (mgal)                       NAVD 88
 AH7951
 AH7951  VERT ORDER  -  FIRST     CLASS II
 AH7951
 AH7951.The horizontal coordinates were scaled from a topographic map and have
 AH7951.an estimated accuracy of +/- 6 seconds.
 AH7951
 AH7951.The orthometric height was determined by differential leveling
 AH7951.and adjusted by the National Geodetic Survey in January 2002..
 AH7951
 AH7951.The geoid height was determined by GEOID03.
 AH7951
 AH7951.The dynamic height is computed by dividing the NAVD 88
 AH7951.geopotential number by the normal gravity value computed on the
 AH7951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7951.degrees latitude (g = 980.6199 gals.).
 AH7951
 AH7951.The modeled gravity was interpolated from observed gravity values.
 AH7951
 AH7951;                    North         East    Units  Estimated Accuracy
 AH7951;SPC MI S     -   145,350.    3,965,510.      MT  (+/- 180 meters Scaled)
 AH7951
 AH7951                          SUPERSEDED SURVEY CONTROL
 AH7951
 AH7951.No superseded survey control is available for this station.
 AH7951
 AH7951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN808418(NAD 83)
 AH7951_MARKER: F = FLANGE-ENCASED ROD
 AH7951_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7951_STAMPING: J 333 1992
 AH7951_MARK LOGO: NGS   
 AH7951_PROJECTION: FLUSH
 AH7951_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7951+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7951_ROD/PIPE-DEPTH: 7.3  meters
 AH7951
 AH7951  HISTORY     - Date     Condition        Report By
 AH7951  HISTORY     - 1992     MONUMENTED       NGS
 AH7951  HISTORY     - 19990408 GOOD             NGS
 AH7951
 AH7951                          STATION DESCRIPTION
 AH7951
 AH7951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7951'IN EAGLE, AT THE INTERSECTION OF GRAND RIVER AVENUE AND GRAND ROAD,
 AH7951'30.0 M (98.4 FT) WEST OF A UTILITY POLE WITH 3 GUY CABLES AND
 AH7951'UNDERGROUND CABLE JUNCTION BOX NUMBER 2177, 26.2 M (86.0 FT) SOUTHWEST
 AH7951'OF THE SOUTHWEST CORNER OF THE EAGLE INN TAVERN, 15.5 M (50.9 FT) EAST
 AH7951'OF THE ROAD CENTERLINE, 11.8 M (38.7 FT) NORTH OF AND LEVEL WITH THE
 AH7951'AVENUE CENTERLINE, AND 5.1 M (16.7 FT) EAST OF UNDERGROUND CABLE
 AH7951'JUNCTION BOX NUMBER CP 193.
 AH7951
 AH7951                          STATION RECOVERY (1999)
 AH7951
 AH7951'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7951'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0484 ***********************************************************************
 NG0484  DESIGNATION -  J 334
 NG0484  PID         -  NG0484
 NG0484  STATE/COUNTY-  MI/VAN BUREN
 NG0484  USGS QUAD   -  BANGOR (1981)
 NG0484
 NG0484                         *CURRENT SURVEY CONTROL
 NG0484  ___________________________________________________________________
 NG0484* NAD 83(1986)-  42 15 14.     (N)    086 06 31.     (W)     SCALED    
 NG0484* NAVD 88     -       230.267  (meters)     755.47   (feet)  ADJUSTED  
 NG0484  ___________________________________________________________________
 NG0484  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NG0484  DYNAMIC HT  -         230.197 (meters)     755.24  (feet)  COMP
 NG0484  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 NG0484
 NG0484  VERT ORDER  -  FIRST     CLASS II
 NG0484
 NG0484.The horizontal coordinates were scaled from a topographic map and have
 NG0484.an estimated accuracy of +/- 6 seconds.
 NG0484
 NG0484.The orthometric height was determined by differential leveling
 NG0484.and adjusted by the National Geodetic Survey in June 1991..
 NG0484
 NG0484.The geoid height was determined by GEOID03.
 NG0484
 NG0484.The dynamic height is computed by dividing the NAVD 88
 NG0484.geopotential number by the normal gravity value computed on the
 NG0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0484.degrees latitude (g = 980.6199 gals.).
 NG0484
 NG0484.The modeled gravity was interpolated from observed gravity values.
 NG0484
 NG0484;                    North         East    Units  Estimated Accuracy
 NG0484;SPC MI S     -    85,230.    3,856,270.      MT  (+/- 180 meters Scaled)
 NG0484
 NG0484                          SUPERSEDED SURVEY CONTROL
 NG0484
 NG0484  NGVD 29 (01/19/93)  230.406  (m)          755.92   (f) ADJUSTED    1 2
 NG0484
 NG0484.Superseded values are not recommended for survey control.
 NG0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0484.See file dsdata.txt to determine how the superseded data were derived.
 NG0484
 NG0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735783(NAD 83)
 NG0484_MARKER: I = METAL ROD
 NG0484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0484_SP_SET: STAINLESS STEEL ROD
 NG0484_STAMPING: J 334 1985
 NG0484_MARK LOGO: NGS   
 NG0484_PROJECTION: FLUSH
 NG0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0484_ROD/PIPE-DEPTH: 13.4 meters
 NG0484
 NG0484  HISTORY     - Date     Condition        Report By
 NG0484  HISTORY     - 1985     MONUMENTED       NGS
 NG0484
 NG0484                          STATION DESCRIPTION
 NG0484
 NG0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0484'9.3 KM (5.8 MI) EAST FROM HARTFORD.
 NG0484'5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL
 NG0484'IN HARTFORD, THENCE 4.2 KM (2.6 MI) NORTHERLY ALONG COUNTY ROAD 681,
 NG0484'1.2 KM (0.75 MI) NORTH OF THE INTERSECTION OF 48TH AVENUE, 14.3 M
 NG0484'(46.9 FT) NORTH OF THE CENTER OF A DRIVEWAY, 13.0 M (42.7 FT) EAST OF
 NG0484'THE CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) WEST OF UTILITY POLE
 NG0484'NUMBER M 435-49.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NG0484'LOGO CAP.
 NG0484'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 NG0484'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1210 ***********************************************************************
 NF1210  DESIGNATION -  J 335
 NF1210  PID         -  NF1210
 NF1210  STATE/COUNTY-  MI/KALAMAZOO
 NF1210  USGS QUAD   -  GALESBURG (1985)
 NF1210
 NF1210                         *CURRENT SURVEY CONTROL
 NF1210  ___________________________________________________________________
 NF1210* NAD 83(1986)-  42 17 18.     (N)    085 29 28.     (W)     SCALED    
 NF1210* NAVD 88     -       241.732  (meters)     793.08   (feet)  ADJUSTED  
 NF1210  ___________________________________________________________________
 NF1210  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 NF1210  DYNAMIC HT  -         241.656 (meters)     792.83  (feet)  COMP
 NF1210  MODELED GRAV-     980,304.2   (mgal)                       NAVD 88
 NF1210
 NF1210  VERT ORDER  -  FIRST     CLASS II
 NF1210
 NF1210.The horizontal coordinates were scaled from a topographic map and have
 NF1210.an estimated accuracy of +/- 6 seconds.
 NF1210
 NF1210.The orthometric height was determined by differential leveling
 NF1210.and adjusted by the National Geodetic Survey in June 1991..
 NF1210
 NF1210.The geoid height was determined by GEOID03.
 NF1210
 NF1210.The dynamic height is computed by dividing the NAVD 88
 NF1210.geopotential number by the normal gravity value computed on the
 NF1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1210.degrees latitude (g = 980.6199 gals.).
 NF1210
 NF1210.The modeled gravity was interpolated from observed gravity values.
 NF1210
 NF1210;                    North         East    Units  Estimated Accuracy
 NF1210;SPC MI S     -    88,190.    3,907,270.      MT  (+/- 180 meters Scaled)
 NF1210
 NF1210                          SUPERSEDED SURVEY CONTROL
 NF1210
 NF1210  NGVD 29 (01/19/93)  241.864  (m)          793.52   (f) ADJUSTED    1 2
 NF1210
 NF1210.Superseded values are not recommended for survey control.
 NF1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1210.See file dsdata.txt to determine how the superseded data were derived.
 NF1210
 NF1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM243828(NAD 83)
 NF1210_MARKER: I = METAL ROD
 NF1210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1210_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1210_STAMPING: J 335 1985
 NF1210_MARK LOGO: NGS   
 NF1210_PROJECTION: RECESSED 3 CENTIMETERS
 NF1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1210+STABILITY: POSITION/ELEVATION WELL
 NF1210_ROD/PIPE-DEPTH: 7.0  meters
 NF1210_SLEEVE-DEPTH  : 6.4 meters
 NF1210
 NF1210  HISTORY     - Date     Condition        Report By
 NF1210  HISTORY     - 1985     MONUMENTED       NGS
 NF1210  HISTORY     - 19970306 GOOD             USPSQD
 NF1210  HISTORY     - 20021017 GOOD             USPSQD
 NF1210
 NF1210                          STATION DESCRIPTION
 NF1210
 NF1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1210'IN EAST COMSTOCK.
 NF1210'IN EAST COMSTOCK, AT THE INTERSECTION OF EAST MICHIGAN AVENUE AND
 NF1210'HOMER STREET, 22.3 M (73.2 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 NF1210'12.6 M (41.3 FT) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AT 7062
 NF1210'EAST MICHIGAN AVENUE, 6.4 M (21.0 FT) WEST OF THE CENTER OF THE
 NF1210'STREET, AND 1.1 M (3.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 NF1210'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1210'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1210
 NF1210                          STATION RECOVERY (1997)
 NF1210
 NF1210'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1210'RECOVERED IN GOOD CONDITION.
 NF1210
 NF1210                          STATION RECOVERY (2002)
 NF1210
 NF1210'RECOVERY NOTE BY US POWER SQUADRON 2002 (SYV)
 NF1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1186 ***********************************************************************
 NF1186  DESIGNATION -  J 336
 NF1186  PID         -  NF1186
 NF1186  STATE/COUNTY-  MI/CALHOUN
 NF1186  USGS QUAD   -  CERESCO (1985)
 NF1186
 NF1186                         *CURRENT SURVEY CONTROL
 NF1186  ___________________________________________________________________
 NF1186* NAD 83(1986)-  42 16 22.     (N)    085 00 48.     (W)     SCALED    
 NF1186* NAVD 88     -       282.448  (meters)     926.66   (feet)  ADJUSTED  
 NF1186  ___________________________________________________________________
 NF1186  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF1186  DYNAMIC HT  -         282.354 (meters)     926.36  (feet)  COMP
 NF1186  MODELED GRAV-     980,282.1   (mgal)                       NAVD 88
 NF1186
 NF1186  VERT ORDER  -  FIRST     CLASS II
 NF1186
 NF1186.The horizontal coordinates were scaled from a topographic map and have
 NF1186.an estimated accuracy of +/- 6 seconds.
 NF1186
 NF1186.The orthometric height was determined by differential leveling
 NF1186.and adjusted by the National Geodetic Survey in June 1991..
 NF1186
 NF1186.The geoid height was determined by GEOID03.
 NF1186
 NF1186.The dynamic height is computed by dividing the NAVD 88
 NF1186.geopotential number by the normal gravity value computed on the
 NF1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1186.degrees latitude (g = 980.6199 gals.).
 NF1186
 NF1186.The modeled gravity was interpolated from observed gravity values.
 NF1186
 NF1186;                    North         East    Units  Estimated Accuracy
 NF1186;SPC MI S     -    86,040.    3,946,660.      MT  (+/- 180 meters Scaled)
 NF1186
 NF1186                          SUPERSEDED SURVEY CONTROL
 NF1186
 NF1186  NGVD 29 (01/19/93)  282.582  (m)          927.10   (f) ADJUSTED    1 2
 NF1186
 NF1186.Superseded values are not recommended for survey control.
 NF1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1186.See file dsdata.txt to determine how the superseded data were derived.
 NF1186
 NF1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM638819(NAD 83)
 NF1186_MARKER: I = METAL ROD
 NF1186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1186_SP_SET: STAINLESS STEEL ROD
 NF1186_STAMPING: J 336 1985
 NF1186_MARK LOGO: NGS   
 NF1186_PROJECTION: FLUSH
 NF1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1186+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1186_ROD/PIPE-DEPTH: 8.5  meters
 NF1186
 NF1186  HISTORY     - Date     Condition        Report By
 NF1186  HISTORY     - 1985     MONUMENTED       NGS
 NF1186  HISTORY     - 20040327 GOOD             USPSQD
 NF1186  HISTORY     - 20050901 GOOD             INDIV
 NF1186
 NF1186                          STATION DESCRIPTION
 NF1186
 NF1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1186'14.8 KM (9.2 MI) EAST FROM BATTLE CREEK.
 NF1186'14.8 KM (9.2 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL IN
 NF1186'BATTLE CREEK, 0.9 KM (0.55 MI) NORTHWEST OF 15 MILE ROAD, 18.9 M (62.0
 NF1186'FT) SOUTHWEST OF THE CENTERLINE OF THE AVENUE, AND 2.7 M (8.9 FT)
 NF1186'WEST-SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1186'THROUGH A 5-INCH LOGO CAP.
 NF1186'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 NF1186'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1186
 NF1186                          STATION RECOVERY (2004)
 NF1186
 NF1186'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1186'RECOVERED IN GOOD CONDITION.
 NF1186
 NF1186                          STATION RECOVERY (2005)
 NF1186
 NF1186'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1025 ***********************************************************************
 NE1025  DESIGNATION -  J 337
 NE1025  PID         -  NE1025
 NE1025  STATE/COUNTY-  MI/WAYNE
 NE1025  USGS QUAD   -  BELLEVILLE (1980)
 NE1025
 NE1025                         *CURRENT SURVEY CONTROL
 NE1025  ___________________________________________________________________
 NE1025* NAD 83(1986)-  42 14 01.     (N)    083 29 09.     (W)     SCALED    
 NE1025* NAVD 88     -       213.801  (meters)     701.45   (feet)  ADJUSTED  
 NE1025  ___________________________________________________________________
 NE1025  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 NE1025  DYNAMIC HT  -         213.735 (meters)     701.23  (feet)  COMP
 NE1025  MODELED GRAV-     980,306.2   (mgal)                       NAVD 88
 NE1025
 NE1025  VERT ORDER  -  FIRST     CLASS II
 NE1025
 NE1025.The horizontal coordinates were scaled from a topographic map and have
 NE1025.an estimated accuracy of +/- 6 seconds.
 NE1025
 NE1025.The orthometric height was determined by differential leveling
 NE1025.and adjusted by the National Geodetic Survey in June 1991..
 NE1025
 NE1025.The geoid height was determined by GEOID03.
 NE1025
 NE1025.The dynamic height is computed by dividing the NAVD 88
 NE1025.geopotential number by the normal gravity value computed on the
 NE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1025.degrees latitude (g = 980.6199 gals.).
 NE1025
 NE1025.The modeled gravity was interpolated from observed gravity values.
 NE1025
 NE1025;                    North         East    Units  Estimated Accuracy
 NE1025;SPC MI S     -    81,870.    4,072,710.      MT  (+/- 180 meters Scaled)
 NE1025
 NE1025                          SUPERSEDED SURVEY CONTROL
 NE1025
 NE1025  NGVD 29 (01/19/93)  213.934  (m)          701.88   (f) ADJUSTED    1 2
 NE1025
 NE1025.Superseded values are not recommended for survey control.
 NE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1025.See file dsdata.txt to determine how the superseded data were derived.
 NE1025
 NE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG948787(NAD 83)
 NE1025_MARKER: I = METAL ROD
 NE1025_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1025_SP_SET: STAINLESS STEEL ROD
 NE1025_STAMPING: J 337 1985
 NE1025_MARK LOGO: NGS   
 NE1025_PROJECTION: RECESSED 1 CENTIMETERS
 NE1025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1025_ROD/PIPE-DEPTH: 11.0 meters
 NE1025
 NE1025  HISTORY     - Date     Condition        Report By
 NE1025  HISTORY     - 1985     MONUMENTED       NGS
 NE1025  HISTORY     - 20040707 MARK NOT FOUND   MIDT
 NE1025  HISTORY     - 20040819 MARK NOT FOUND   MIDT
 NE1025
 NE1025                          STATION DESCRIPTION
 NE1025
 NE1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1025'24.2 KM (15.05 MI) WEST FROM ALLEN PARK.
 NE1025'22.7 KM (14.1 FT) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1025'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, THENCE 1.5 KM (0.95 MI)
 NE1025'NORTH ALONG BELLEVILLE ROAD, 18.4 M (60.4 FT) SOUTH OF THE CENTER OF
 NE1025'TYLER ROAD, 15.6 M (51.2 FT) EAST OF THE CENTERLINE OF THE ROAD, AND
 NE1025'1.1 M (3.6 FT) SOUTH OF A LARGE UTILITY POLE.  NOTE--ACCESS TO DATUM
 NE1025'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1025'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE1025
 NE1025                          STATION RECOVERY (2004)
 NE1025
 NE1025'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (GRH)
 NE1025'MARK NOT FOUND.
 NE1025
 NE1025                          STATION RECOVERY (2004)
 NE1025
 NE1025'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (SR)
 NE1025'MARK HAS APPEARED TO BE COVERED BY CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1013 ***********************************************************************
 NE1013  DESIGNATION -  J 338
 NE1013  PID         -  NE1013
 NE1013  STATE/COUNTY-  MI/WAYNE
 NE1013  USGS QUAD   -  DEARBORN (1983)
 NE1013
 NE1013                         *CURRENT SURVEY CONTROL
 NE1013  ___________________________________________________________________
 NE1013* NAD 83(1986)-  42 15 58.     (N)    083 13 24.     (W)     SCALED    
 NE1013* NAVD 88     -       180.808  (meters)     593.20   (feet)  ADJUSTED  
 NE1013  ___________________________________________________________________
 NE1013  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 NE1013  DYNAMIC HT  -         180.753 (meters)     593.02  (feet)  COMP
 NE1013  MODELED GRAV-     980,314.0   (mgal)                       NAVD 88
 NE1013
 NE1013  VERT ORDER  -  FIRST     CLASS II
 NE1013
 NE1013.The horizontal coordinates were scaled from a topographic map and have
 NE1013.an estimated accuracy of +/- 6 seconds.
 NE1013
 NE1013.The orthometric height was determined by differential leveling
 NE1013.and adjusted by the National Geodetic Survey in June 1991..
 NE1013
 NE1013.The geoid height was determined by GEOID03.
 NE1013
 NE1013.The dynamic height is computed by dividing the NAVD 88
 NE1013.geopotential number by the normal gravity value computed on the
 NE1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1013.degrees latitude (g = 980.6199 gals.).
 NE1013
 NE1013.The modeled gravity was interpolated from observed gravity values.
 NE1013
 NE1013;                    North         East    Units  Estimated Accuracy
 NE1013;SPC MI S     -    85,740.    4,094,320.      MT  (+/- 180 meters Scaled)
 NE1013
 NE1013                          SUPERSEDED SURVEY CONTROL
 NE1013
 NE1013  NGVD 29 (01/19/93)  180.962  (m)          593.71   (f) ADJUSTED    1 2
 NE1013
 NE1013.Superseded values are not recommended for survey control.
 NE1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1013.See file dsdata.txt to determine how the superseded data were derived.
 NE1013
 NE1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG166817(NAD 83)
 NE1013_MARKER: DB = BENCH MARK DISK
 NE1013_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1013_SP_SET: PIER
 NE1013_STAMPING: J 338 1985
 NE1013_MARK LOGO: NGS   
 NE1013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1013+STABILITY: POSITION/ELEVATION WELL
 NE1013
 NE1013  HISTORY     - Date     Condition        Report By
 NE1013  HISTORY     - 1985     MONUMENTED       NGS
 NE1013
 NE1013                          STATION DESCRIPTION
 NE1013
 NE1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1013'IN ALLEN PARK.
 NE1013'IN ALLEN PARK, AT THE INTERSECTION OF SOUTHFIELD ROAD AND THE NORFOLK
 NE1013'AND WESTERN RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 NE1013'CENTER PIER OF THE RAILROAD OVERPASS OF THE ROAD, 9.0 M (29.5 FT)
 NE1013'NORTHWEST OF THE CENTER OF THE PIER, 1.7 M (5.6 FT) NORTHEAST OF THE
 NE1013'NORTHEAST CURB OF THE SOUTHEAST BOUND LANES OF THE ROAD, AND 1.7 M
 NE1013'(5.6 FT) SOUTHWEST OF THE SOUTHWEST CURB OF THE SOUTHWEST BOUND LANES
 NE1013'OF THE ROAD.
 NE1013'THE MARK IS 1.4 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0246 ***********************************************************************
 OJ0246  DESIGNATION -  J 34
 OJ0246  PID         -  OJ0246
 OJ0246  STATE/COUNTY-  MI/TUSCOLA
 OJ0246  USGS QUAD   -  COLLING (1978)
 OJ0246
 OJ0246                         *CURRENT SURVEY CONTROL
 OJ0246  ___________________________________________________________________
 OJ0246* NAD 83(1986)-  43 36 36.     (N)    083 29 02.     (W)     SCALED    
 OJ0246* NAVD 88     -       192.037  (meters)     630.04   (feet)  ADJUSTED  
 OJ0246  ___________________________________________________________________
 OJ0246  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OJ0246  DYNAMIC HT  -         192.002 (meters)     629.93  (feet)  COMP
 OJ0246  MODELED GRAV-     980,431.1   (mgal)                       NAVD 88
 OJ0246
 OJ0246  VERT ORDER  -  FIRST     CLASS II
 OJ0246
 OJ0246.The horizontal coordinates were scaled from a topographic map and have
 OJ0246.an estimated accuracy of +/- 6 seconds.
 OJ0246
 OJ0246.The orthometric height was determined by differential leveling
 OJ0246.and adjusted by the National Geodetic Survey in June 1991..
 OJ0246
 OJ0246.The geoid height was determined by GEOID03.
 OJ0246
 OJ0246.The dynamic height is computed by dividing the NAVD 88
 OJ0246.geopotential number by the normal gravity value computed on the
 OJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0246.degrees latitude (g = 980.6199 gals.).
 OJ0246
 OJ0246.The modeled gravity was interpolated from observed gravity values.
 OJ0246
 OJ0246;                    North         East    Units  Estimated Accuracy
 OJ0246;SPC MI S     -   234,760.    4,071,260.      MT  (+/- 180 meters Scaled)
 OJ0246
 OJ0246                          SUPERSEDED SURVEY CONTROL
 OJ0246
 OJ0246  NGVD 29 (??/??/92)  192.189  (m)          630.54   (f) ADJ UNCH    1 2
 OJ0246
 OJ0246.Superseded values are not recommended for survey control.
 OJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0246.See file dsdata.txt to determine how the superseded data were derived.
 OJ0246
 OJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ995315(NAD 83)
 OJ0246_MARKER: DB = BENCH MARK DISK
 OJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0246_STAMPING: J 34 1934
 OJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0246+STABILITY: SURFACE MOTION
 OJ0246
 OJ0246  HISTORY     - Date     Condition        Report By
 OJ0246  HISTORY     - 1934     MONUMENTED       CGS
 OJ0246  HISTORY     - 1958     GOOD             NGS
 OJ0246  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0246  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ0246
 OJ0246                          STATION DESCRIPTION
 OJ0246
 OJ0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0246'3 MI S FROM UNIONVILLE.
 OJ0246'3 MILES SOUTH ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 OJ0246'AT UNIONVILLE, TUSCOLA COUNTY, AT A GRAVEL ROAD CROSSING, 41
 OJ0246'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 26 FEET WEST OF THE
 OJ0246'WEST RAIL, 5 FEET EAST OF A WIRE FENCE CORNER AND ABOUT 3 FEET
 OJ0246'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 34
 OJ0246'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE PERE
 OJ0246'MARQUETTE RAILWAY IS NOW THE CHESAPEAKE AND OHIO RAILWAY.
 OJ0246
 OJ0246                          STATION RECOVERY (1999)
 OJ0246
 OJ0246'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0246'MARK NOT FOUND.
 OJ0246
 OJ0246                          STATION RECOVERY (2004)
 OJ0246
 OJ0246'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0246'MARK NOT FOUND, DID A SERIOUS SEARCH FOR DISK.  GPS AND MEDAL DETECTOR
 OJ0246'WAS USED, NO DISK WAS FOUND AT LOCATION DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5052 ***********************************************************************
 AA5052  CBN         -  This is a Cooperative Base Network Control Station.
 AA5052  DESIGNATION -  J 340
 AA5052  PID         -  AA5052
 AA5052  STATE/COUNTY-  MI/LAKE
 AA5052  USGS QUAD   -  TOWNSEND LAKE (1987)
 AA5052
 AA5052                         *CURRENT SURVEY CONTROL
 AA5052  ___________________________________________________________________
 AA5052* NAD 83(1994)-  43 55 50.52223(N)    085 59 55.42142(W)     ADJUSTED  
 AA5052* NAVD 88     -       224.659  (meters)     737.07   (feet)  ADJUSTED  
 AA5052  ___________________________________________________________________
 AA5052  X           -     321,048.555 (meters)                     COMP
 AA5052  Y           -  -4,589,744.147 (meters)                     COMP
 AA5052  Z           -   4,402,681.594 (meters)                     COMP
 AA5052  LAPLACE CORR-           6.57  (seconds)                    DEFLEC99
 AA5052  ELLIP HEIGHT-         190.41  (meters)          (06/11/02) GPS OBS
 AA5052  GEOID HEIGHT-         -34.22  (meters)                     GEOID03
 AA5052  DYNAMIC HT  -         224.622 (meters)     736.95  (feet)  COMP
 AA5052  MODELED GRAV-     980,448.4   (mgal)                       NAVD 88
 AA5052
 AA5052  HORZ ORDER  -  B
 AA5052  VERT ORDER  -  FIRST     CLASS II
 AA5052  ELLP ORDER  -  FOURTH    CLASS I
 AA5052
 AA5052.The horizontal coordinates were established by GPS observations
 AA5052.and adjusted by the National Geodetic Survey in September 1995..
 AA5052
 AA5052.The orthometric height was determined by differential leveling
 AA5052.and adjusted by the National Geodetic Survey in January 2002..
 AA5052.WARNING-GPS observations at this control monument resulted in a GPS
 AA5052.derived orthometric height which differed from the leveled height by
 AA5052.more than one decimeter (0.1 meter).
 AA5052
 AA5052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5052
 AA5052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5052
 AA5052.The ellipsoidal height was determined by GPS observations
 AA5052.and is referenced to NAD 83.
 AA5052
 AA5052.The geoid height was determined by GEOID03.
 AA5052
 AA5052.The dynamic height is computed by dividing the NAVD 88
 AA5052.geopotential number by the normal gravity value computed on the
 AA5052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5052.degrees latitude (g = 980.6199 gals.).
 AA5052
 AA5052.The modeled gravity was interpolated from observed gravity values.
 AA5052
 AA5052;                    North         East     Units Scale Factor Converg.
 AA5052;SPC MI C     -    69,553.012 5,868,946.297   MT  1.00006746   -1 09 10.4
 AA5052;SPC MI C     -   228,192.30 19,255,073.15   iFT  1.00006746   -1 09 10.4
 AA5052;UTM  16      - 4,864,663.195   580,369.616   MT  0.99967944   +0 41 40.9
 AA5052
 AA5052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5052!SPC MI C     -   0.99997014  x   1.00006746  =   1.00003760
 AA5052!UTM  16      -   0.99997014  x   0.99967944  =   0.99964959
 AA5052
 AA5052                          SUPERSEDED SURVEY CONTROL
 AA5052
 AA5052  ELLIP H (09/20/95)  190.50   (m)                       GP(       ) 1 2
 AA5052  NAVD 88 (06/11/02)  224.66   (m)          737.1    (f) LEVELING    3  
 AA5052
 AA5052.Superseded values are not recommended for survey control.
 AA5052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5052.See file dsdata.txt to determine how the superseded data were derived.
 AA5052
 AA5052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP8037064663(NAD 83)
 AA5052_MARKER: I = METAL ROD
 AA5052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5052_STAMPING: J 340 1992
 AA5052_MARK LOGO: NGS   
 AA5052_PROJECTION: FLUSH
 AA5052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5052+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 AA5052_ROD/PIPE-DEPTH: 12.2 meters
 AA5052_SLEEVE-DEPTH  : 0.90 meters
 AA5052
 AA5052  HISTORY     - Date     Condition        Report By
 AA5052  HISTORY     - 1992     MONUMENTED       NGS
 AA5052  HISTORY     - 19940411 GOOD             NGS
 AA5052  HISTORY     - 19950706 GOOD             MIDT
 AA5052  HISTORY     - 19990930 GOOD             USPSQD
 AA5052  HISTORY     - 20010403 GOOD             LOCSUR
 AA5052  HISTORY     - 20031011 GOOD             USPSQD
 AA5052
 AA5052                          STATION DESCRIPTION
 AA5052
 AA5052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5052'12.8 KM (7.95 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 AA5052'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 13.1 M (43.0 FT) SOUTH OF THE
 AA5052'CENTER OF WINGLETON ROAD, 11.3 M (37.1 FT) WEST OF THE CENTER OF A
 AA5052'DRIVEWAY LEADING TO TANK CREEK RANCH, 9.8 M (32.2 FT) NORTH OF THE
 AA5052'NEAR RAIL, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6
 AA5052'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AA5052'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AA5052'SPECIFICATIONS FOR A CLASS A MARK.
 AA5052
 AA5052                          STATION RECOVERY (1994)
 AA5052
 AA5052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA5052'STATION IS LOCATED IN QUAD 430854, ABOUT 7.5 MI (12.1 KM) NORTHWEST
 AA5052'FROM BALDWIN, 2 MI (3.2 KM) SOUTHEAST FROM BRANCH, IN THE NORTHEAST
 AA5052'1/4 OF SECTION 29, T 18 N, R 14 W, SWEETWATER TOWNSHIP. OWNERSHIP--ON
 AA5052'RAILROAD PROPERTY.  TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA5052'HIGHWAY 10 AND SOUTH BRANCH ROAD, WHICH IS ABOUT 300 FT (91.4 M) WEST
 AA5052'OF THE BRANCH POST OFFICE LOCATED ON THE NORTH SIDE OF HIGHWAY 10, AND
 AA5052'AT THE LAKE-MASON COUNTY LINE, GO SOUTH ON SOUTH BRANCH RD FOR 0.5 MI
 AA5052'(0.8 KM) TO WHERE SOUTH BRANCH ROAD TURNS LEFT JUST BEFORE CROSSING
 AA5052'THE RAILROAD TRACKS.  TURN LEFT AND GO EAST FOR 1 MI, (1.6 KM) THEN
 AA5052'SOUTH FOR 0.3 MI (0.5 KM) TO WINGLETON ROAD LEFT.  TURN LEFT AND GO
 AA5052'SOUTHEAST FOR 1.05 MI (1.69 KM) ON WINGLETON ROAD WHICH PARALLELS THE
 AA5052'RAILROAD, TO THE STATION ON THE RIGHT AS DESCRIBED.  ACCESS COVER IS
 AA5052'FLUSH WITH THE GROUND.  STATION IS 13.1 M (43.0 FT) SOUTH OF THE
 AA5052'CENTERLINE OF WINGLETON ROAD, 11.3 M (37.1 FT) WEST OF THE CENTER OF
 AA5052'DRIVEWAY TO TANK CREEK ROAD, 9.8 M (32.2 FT) NORTH OF THE NEAREST
 AA5052'RAIL, 0.5 M (1.6 FT) EAST OF A FIBERGLASS WITNESS POST, AND 0.5 M (1.6
 AA5052'FT) BELOW THE LEVEL OF THE TRACK.
 AA5052
 AA5052                          STATION RECOVERY (1995)
 AA5052
 AA5052'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (CFS)
 AA5052'STATION IS LOCATED IN QUAD 430854.  IT IS ABOUT 7.5 MI (12.1 KM) WEST
 AA5052'FROM BALDWIN, 10.0 MI (16.1 KM) EAST FROM CUSTER AND 1.5 MI (2.4 KM)
 AA5052'SOUTH FROM FREESOIL.  IT IS IN THE NORTHEAST 1.4 OF SECTION 29,
 AA5052'T-18-N, R-14-W, SEETWATER TOWNSHIP, LAKE COUNTY AND ON THE TOWNSEDND
 AA5052'LAKE QUADRANGLE MAP. TO REACH FROM THE POST OFFICE IN LUDINGTON, GO
 AA5052'EAST ON U.S. HIGHWAY 10 FOR 20.4 MI (32.8 KM) TO THE INTERSECTION WITH
 AA5052'SOUTH BRANCH ROAD (TYNDALL ROAD).  TURN RIGHT AND GO SOUTH ON SOUTH
 AA5052'BRANCH ROAD FOR 1.7 MI (2.7 KM) TO INTERSECTION WITH WINGLETON ROAD.
 AA5052'TURN LEFT AND GO EAST FOR 1.0 MI (1.6 KM) TO STATION ON LEFT AS
 AA5052'DESCRIBED. STATION IS 12.8 M (42.0 FT) SOUTH FROM CENTR OF WINGELTON
 AA5052'ROAD, 11.6 M (38.1 FT) WEST FROM CENTER BIGFORD DRIVEWAY, 10.6 M (34.8
 AA5052'FT) NORTH FROM CENTER OF RAILROAD TRACKS, AND 0.5 M (1.6 FT) EAST FROM
 AA5052'A CARSONITE WITNESS POST. DESCRIBED BY CARL F. SHANGRAW, TYPED BY
 AA5052'RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA5052
 AA5052                          STATION RECOVERY (1999)
 AA5052
 AA5052'RECOVERY NOTE BY US POWER SQUADRON 1999
 AA5052'RECOVERED IN GOOD CONDITION.
 AA5052
 AA5052                          STATION RECOVERY (2001)
 AA5052
 AA5052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (RC)
 AA5052'STATION WAS RECOVERED ON 04-03-2001 BY FERRIS STATE UNIVERSITY
 AA5052'STUDENTS, (RC, CK,  AND TP)  IN GOOD CONDITION.  STATION IS GOOD FOR
 AA5052'USE WITH G.P.S.
 AA5052' 
 AA5052'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 AA5052' 
 AA5052' 
 AA5052' 
 AA5052' 
 AA5052'
 AA5052
 AA5052                          STATION RECOVERY (2003)
 AA5052
 AA5052'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 AA5052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7873 ***********************************************************************
 AH7873  DESIGNATION -  J 341
 AH7873  PID         -  AH7873
 AH7873  STATE/COUNTY-  MI/MECOSTA
 AH7873  USGS QUAD   -  BIG RAPIDS (1985)
 AH7873
 AH7873                         *CURRENT SURVEY CONTROL
 AH7873  ___________________________________________________________________
 AH7873* NAD 83(1986)-  43 42 25.     (N)    085 28 26.     (W)     SCALED    
 AH7873* NAVD 88     -       276.656  (meters)     907.66   (feet)  ADJUSTED  
 AH7873  ___________________________________________________________________
 AH7873  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 AH7873  DYNAMIC HT  -         276.606 (meters)     907.50  (feet)  COMP
 AH7873  MODELED GRAV-     980,430.7   (mgal)                       NAVD 88
 AH7873
 AH7873  VERT ORDER  -  FIRST     CLASS II
 AH7873
 AH7873.The horizontal coordinates were scaled from a topographic map and have
 AH7873.an estimated accuracy of +/- 6 seconds.
 AH7873
 AH7873.The orthometric height was determined by differential leveling
 AH7873.and adjusted by the National Geodetic Survey in January 2002..
 AH7873
 AH7873.The geoid height was determined by GEOID03.
 AH7873
 AH7873.The dynamic height is computed by dividing the NAVD 88
 AH7873.geopotential number by the normal gravity value computed on the
 AH7873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7873.degrees latitude (g = 980.6199 gals.).
 AH7873
 AH7873.The modeled gravity was interpolated from observed gravity values.
 AH7873
 AH7873;                    North         East    Units  Estimated Accuracy
 AH7873;SPC MI S     -   245,740.    3,910,760.      MT  (+/- 180 meters Scaled)
 AH7873
 AH7873                          SUPERSEDED SURVEY CONTROL
 AH7873
 AH7873.No superseded survey control is available for this station.
 AH7873
 AH7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP229404(NAD 83)
 AH7873_MARKER: I = METAL ROD
 AH7873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7873_STAMPING: J 341 1992
 AH7873_MARK LOGO: NGS   
 AH7873_PROJECTION: FLUSH
 AH7873_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7873+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7873_ROD/PIPE-DEPTH: 6.1  meters
 AH7873
 AH7873  HISTORY     - Date     Condition        Report By
 AH7873  HISTORY     - 1992     MONUMENTED       NGS
 AH7873
 AH7873                          STATION DESCRIPTION
 AH7873
 AH7873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7873'IN BIG RAPIDS, AT 730 OSCEOLA AVENUE, 11.5 M (37.7 FT) EAST OF THE
 AH7873'AVENUE CENTER, 9.4 M (30.8 FT) WEST-NORTHWEST OF THE CENTER OF THE
 AH7873'WEST ENTRANCE TO THE WATER FILTRATION PLANT AT 730 OSCEOLA AVENUE, 7.6
 AH7873'M (24.9 FT) SOUTHWEST OF A FLAG POLE, 1.7 M (5.6 FT) NORTH OF THE
 AH7873'CENTER OF A SIDEWALK, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET,
 AH7873'AND 0.1 M (0.3 FT) EAST OF THE EAST EDGE OF A SIDEWALK.  NOTE--ACCESS
 AH7873'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7900 ***********************************************************************
 AH7900  DESIGNATION -  J 342
 AH7900  PID         -  AH7900
 AH7900  STATE/COUNTY-  MI/MECOSTA
 AH7900  USGS QUAD   -  EDMORE (1964)
 AH7900
 AH7900                         *CURRENT SURVEY CONTROL
 AH7900  ___________________________________________________________________
 AH7900* NAD 83(1986)-  43 29 41.     (N)    085 05 07.     (W)     SCALED    
 AH7900* NAVD 88     -       299.156  (meters)     981.48   (feet)  ADJUSTED  
 AH7900  ___________________________________________________________________
 AH7900  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AH7900  DYNAMIC HT  -         299.101 (meters)     981.30  (feet)  COMP
 AH7900  MODELED GRAV-     980,428.6   (mgal)                       NAVD 88
 AH7900
 AH7900  VERT ORDER  -  FIRST     CLASS II
 AH7900
 AH7900.The horizontal coordinates were scaled from a topographic map and have
 AH7900.an estimated accuracy of +/- 6 seconds.
 AH7900
 AH7900.The orthometric height was determined by differential leveling
 AH7900.and adjusted by the National Geodetic Survey in January 2002..
 AH7900
 AH7900.The geoid height was determined by GEOID03.
 AH7900
 AH7900.The dynamic height is computed by dividing the NAVD 88
 AH7900.geopotential number by the normal gravity value computed on the
 AH7900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7900.degrees latitude (g = 980.6199 gals.).
 AH7900
 AH7900.The modeled gravity was interpolated from observed gravity values.
 AH7900
 AH7900;                    North         East    Units  Estimated Accuracy
 AH7900;SPC MI S     -   221,820.    3,941,880.      MT  (+/- 180 meters Scaled)
 AH7900
 AH7900                          SUPERSEDED SURVEY CONTROL
 AH7900
 AH7900.No superseded survey control is available for this station.
 AH7900
 AH7900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP548175(NAD 83)
 AH7900_MARKER: I = METAL ROD
 AH7900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7900_STAMPING: J 342 1992
 AH7900_MARK LOGO: NGS   
 AH7900_PROJECTION: FLUSH
 AH7900_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7900+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7900_ROD/PIPE-DEPTH: 10.1 meters
 AH7900
 AH7900  HISTORY     - Date     Condition        Report By
 AH7900  HISTORY     - 1992     MONUMENTED       NGS
 AH7900
 AH7900                          STATION DESCRIPTION
 AH7900
 AH7900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7900'0.5 KM (0.30 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7900'BLANCHARD, THENCE 2.8 KM (1.75 MI) SOUTHERLY ALONG WEST ISABELLA
 AH7900'COUNTY LINE ROAD, 14.0 M (45.9 FT) WEST OF THE ROAD CENTERLINE, 8.9 M
 AH7900'(29.2 FT) SOUTH OF THE CENTER OF 2-MILE ROAD, 0.4 M (1.3 FT) EAST OF A
 AH7900'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
 AH7900'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7909 ***********************************************************************
 AH7909  DESIGNATION -  J 343
 AH7909  PID         -  AH7909
 AH7909  STATE/COUNTY-  MI/MONTCALM
 AH7909  USGS QUAD   -  STANTON (1982)
 AH7909
 AH7909                         *CURRENT SURVEY CONTROL
 AH7909  ___________________________________________________________________
 AH7909* NAD 83(1986)-  43 22 06.     (N)    085 02 38.     (W)     SCALED    
 AH7909* NAVD 88     -       293.188  (meters)     961.90   (feet)  ADJUSTED  
 AH7909  ___________________________________________________________________
 AH7909  GEOID HEIGHT-         -32.55  (meters)                     GEOID03
 AH7909  DYNAMIC HT  -         293.133 (meters)     961.72  (feet)  COMP
 AH7909  MODELED GRAV-     980,425.8   (mgal)                       NAVD 88
 AH7909
 AH7909  VERT ORDER  -  FIRST     CLASS II
 AH7909
 AH7909.The horizontal coordinates were scaled from a topographic map and have
 AH7909.an estimated accuracy of +/- 6 seconds.
 AH7909
 AH7909.The orthometric height was determined by differential leveling
 AH7909.and adjusted by the National Geodetic Survey in January 2002..
 AH7909
 AH7909.The geoid height was determined by GEOID03.
 AH7909
 AH7909.The dynamic height is computed by dividing the NAVD 88
 AH7909.geopotential number by the normal gravity value computed on the
 AH7909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7909.degrees latitude (g = 980.6199 gals.).
 AH7909
 AH7909.The modeled gravity was interpolated from observed gravity values.
 AH7909
 AH7909;                    North         East    Units  Estimated Accuracy
 AH7909;SPC MI S     -   207,760.    3,945,110.      MT  (+/- 180 meters Scaled)
 AH7909
 AH7909                          SUPERSEDED SURVEY CONTROL
 AH7909
 AH7909.No superseded survey control is available for this station.
 AH7909
 AH7909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP584035(NAD 83)
 AH7909_MARKER: I = METAL ROD
 AH7909_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7909_STAMPING: J 343 1992
 AH7909_MARK LOGO: NGS   
 AH7909_PROJECTION: FLUSH
 AH7909_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7909_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7909+STABILITY: POSITION/ELEVATION WELL
 AH7909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7909+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7909_ROD/PIPE-DEPTH: 6.9  meters
 AH7909_SLEEVE-DEPTH  : 3.8 meters
 AH7909
 AH7909  HISTORY     - Date     Condition        Report By
 AH7909  HISTORY     - 1992     MONUMENTED       NGS
 AH7909
 AH7909                          STATION DESCRIPTION
 AH7909
 AH7909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7909'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7909'EDMORE, THENCE 4.5 KM (2.80 MI) SOUTHERLY ALONG WYMAN ROAD, 15.6 M
 AH7909'(51.2 FT) WEST OF THE ROAD CENTERLINE, 2.2 M (7.2 FT) WEST OF A
 AH7909'UTILITY POLE WITH A GUY CABLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AH7909'ROAD, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 AH7909'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8442 ***********************************************************************
 AH8442  DESIGNATION -  J 344
 AH8442  PID         -  AH8442
 AH8442  STATE/COUNTY-  MI/ST JOSEPH
 AH8442  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8442
 AH8442                         *CURRENT SURVEY CONTROL
 AH8442  ___________________________________________________________________
 AH8442* NAD 83(1986)-  41 56 32.     (N)    085 38 58.     (W)     SCALED    
 AH8442* NAVD 88     -       250.147  (meters)     820.69   (feet)  ADJUSTED  
 AH8442  ___________________________________________________________________
 AH8442  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 AH8442  DYNAMIC HT  -         250.062 (meters)     820.41  (feet)  COMP
 AH8442  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 AH8442
 AH8442  VERT ORDER  -  FIRST     CLASS II
 AH8442
 AH8442.The horizontal coordinates were scaled from a topographic map and have
 AH8442.an estimated accuracy of +/- 6 seconds.
 AH8442
 AH8442.The orthometric height was determined by differential leveling
 AH8442.and adjusted by the National Geodetic Survey in March 2005..
 AH8442.No vertical observational check was made to the station.
 AH8442
 AH8442.The geoid height was determined by GEOID03.
 AH8442
 AH8442.The dynamic height is computed by dividing the NAVD 88
 AH8442.geopotential number by the normal gravity value computed on the
 AH8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8442.degrees latitude (g = 980.6199 gals.).
 AH8442
 AH8442.The modeled gravity was interpolated from observed gravity values.
 AH8442
 AH8442;                    North         East    Units  Estimated Accuracy
 AH8442;SPC MI S     -    49,930.    3,893,630.      MT  (+/- 180 meters Scaled)
 AH8442
 AH8442                          SUPERSEDED SURVEY CONTROL
 AH8442
 AH8442.No superseded survey control is available for this station.
 AH8442
 AH8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM119442(NAD 83)
 AH8442_MARKER: F = FLANGE-ENCASED ROD
 AH8442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8442_STAMPING: J 344 1992
 AH8442_MARK LOGO: NGS   
 AH8442_PROJECTION: FLUSH
 AH8442_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8442+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8442_ROD/PIPE-DEPTH: 25.0 meters
 AH8442
 AH8442  HISTORY     - Date     Condition        Report By
 AH8442  HISTORY     - 1992     MONUMENTED       NGS
 AH8442  HISTORY     - 20010529 GOOD             NGS
 AH8442
 AH8442                          STATION DESCRIPTION
 AH8442
 AH8442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8442'IN THREE RIVERS, AT THE INTERSECTION OF WEST MICHIGAN AVENUE AND DAY
 AH8442'STREET, 18.3 M (60.0 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AH8442'AVENUE, 7.5 M (24.6 FT) WEST OF THE CENTER OF THE STREET, 1.1 M (3.6
 AH8442'FT) NORTH OF UTILITY POLE NUMBER S 298-60, AND 0.9 M (3.0 FT) WEST OF
 AH8442'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AH8442'LOGO CAP.
 AH8442
 AH8442                          STATION RECOVERY (2001)
 AH8442
 AH8442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8442'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8182 ***********************************************************************
 AB8182  DESIGNATION -  J 345
 AB8182  PID         -  AB8182
 AB8182  STATE/COUNTY-  MI/CHIPPEWA
 AB8182  USGS QUAD   -  SHELLDRAKE (1975)
 AB8182
 AB8182                         *CURRENT SURVEY CONTROL
 AB8182  ___________________________________________________________________
 AB8182* NAD 83(1986)-  46 38 57.     (N)    085 02 00.     (W)     SCALED    
 AB8182* NAVD 88     -       186.033  (meters)     610.34   (feet)  ADJUSTED  
 AB8182  ___________________________________________________________________
 AB8182  GEOID HEIGHT-         -36.30  (meters)                     GEOID03
 AB8182  DYNAMIC HT  -         186.049 (meters)     610.40  (feet)  COMP
 AB8182  MODELED GRAV-     980,696.7   (mgal)                       NAVD 88
 AB8182
 AB8182  VERT ORDER  -  SECOND    CLASS I
 AB8182
 AB8182.The horizontal coordinates were scaled from a topographic map and have
 AB8182.an estimated accuracy of +/- 6 seconds.
 AB8182
 AB8182.The orthometric height was determined by differential leveling
 AB8182.and adjusted by the National Geodetic Survey in July 2002..
 AB8182
 AB8182.The geoid height was determined by GEOID03.
 AB8182
 AB8182.The dynamic height is computed by dividing the NAVD 88
 AB8182.geopotential number by the normal gravity value computed on the
 AB8182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8182.degrees latitude (g = 980.6199 gals.).
 AB8182
 AB8182.The modeled gravity was interpolated from observed gravity values.
 AB8182
 AB8182;                    North         East    Units  Estimated Accuracy
 AB8182;SPC MI N     -   209,250.    8,150,530.      MT  (+/- 180 meters Scaled)
 AB8182
 AB8182                          SUPERSEDED SURVEY CONTROL
 AB8182
 AB8182.No superseded survey control is available for this station.
 AB8182
 AB8182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS504680(NAD 83)
 AB8182_MARKER: I = METAL ROD
 AB8182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8182_STAMPING: J 345 1996
 AB8182_MARK LOGO: NGS   
 AB8182_PROJECTION: FLUSH
 AB8182_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8182+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8182_ROD/PIPE-DEPTH: 11.8 meters
 AB8182
 AB8182  HISTORY     - Date     Condition        Report By
 AB8182  HISTORY     - 1996     MONUMENTED       NGS
 AB8182  HISTORY     - 20040825 GOOD             USPSQD
 AB8182
 AB8182                          STATION DESCRIPTION
 AB8182
 AB8182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8182'2.5 KM (1.55 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8182'STATE HIGHWAY 123 IN PARADISE, 11.3 M (37.1 FT) WEST OF THE ROAD
 AB8182'CENTERLINE, 4.9 M (16.1 FT) NORTHWEST OF THE NORTH END OF A CULVERT,
 AB8182'2.4 M (7.9 FT) SOUTHWEST OF UTILITY POLE NUMBER EK1 433 WITH A
 AB8182'TRANSFORMER AND A GUY CABLE, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE
 AB8182'ROAD, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE
 AB8182'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8182
 AB8182                          STATION RECOVERY (2004)
 AB8182
 AB8182'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8201 ***********************************************************************
 AB8201  DESIGNATION -  J 346
 AB8201  PID         -  AB8201
 AB8201  STATE/COUNTY-  MI/LUCE
 AB8201  USGS QUAD   -  BETSY LAKE SOUTH (1968)
 AB8201
 AB8201                         *CURRENT SURVEY CONTROL
 AB8201  ___________________________________________________________________
 AB8201* NAD 83(1986)-  46 33 52.     (N)    085 19 09.     (W)     SCALED    
 AB8201* NAVD 88     -       229.116  (meters)     751.69   (feet)  ADJUSTED  
 AB8201  ___________________________________________________________________
 AB8201  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 AB8201  DYNAMIC HT  -         229.128 (meters)     751.73  (feet)  COMP
 AB8201  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 AB8201
 AB8201  VERT ORDER  -  SECOND    CLASS I
 AB8201
 AB8201.The horizontal coordinates were scaled from a topographic map and have
 AB8201.an estimated accuracy of +/- 6 seconds.
 AB8201
 AB8201.The orthometric height was determined by differential leveling
 AB8201.and adjusted by the National Geodetic Survey in July 2002..
 AB8201
 AB8201.The geoid height was determined by GEOID03.
 AB8201
 AB8201.The dynamic height is computed by dividing the NAVD 88
 AB8201.geopotential number by the normal gravity value computed on the
 AB8201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8201.degrees latitude (g = 980.6199 gals.).
 AB8201
 AB8201.The modeled gravity was interpolated from observed gravity values.
 AB8201
 AB8201;                    North         East    Units  Estimated Accuracy
 AB8201;SPC MI N     -   199,330.    8,128,850.      MT  (+/- 180 meters Scaled)
 AB8201
 AB8201                          SUPERSEDED SURVEY CONTROL
 AB8201
 AB8201.No superseded survey control is available for this station.
 AB8201
 AB8201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS288581(NAD 83)
 AB8201_MARKER: I = METAL ROD
 AB8201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8201_STAMPING: J 346 1996
 AB8201_MARK LOGO: NGS   
 AB8201_PROJECTION: FLUSH
 AB8201_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8201+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB8201_ROD/PIPE-DEPTH: 36.6 meters
 AB8201
 AB8201  HISTORY     - Date     Condition        Report By
 AB8201  HISTORY     - 1996     MONUMENTED       NGS
 AB8201  HISTORY     - 20040825 MARK NOT FOUND   USPSQD
 AB8201
 AB8201                          STATION DESCRIPTION
 AB8201
 AB8201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8201'28.0 KM (17.40 MI) WESTERLY ALONG STATE HIGHWAY 123 FROM THE JUNCTION
 AB8201'OF WHITEFISH ROAD IN PARADISE, 11.8 M (38.7 FT) NORTH OF THE HIGHWAY
 AB8201'CENTERLINE, 4.3 M (14.1 FT) WEST OF THE CENTER OF A TRACK ROAD, AND
 AB8201'0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE
 AB8201'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8201
 AB8201                          STATION RECOVERY (2004)
 AB8201
 AB8201'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5815 ***********************************************************************
 AC5815  DESIGNATION -  J 347
 AC5815  PID         -  AC5815
 AC5815  STATE/COUNTY-  MI/KEWEENAW
 AC5815  USGS QUAD   -  LAKE MEDORA (1975)
 AC5815
 AC5815                         *CURRENT SURVEY CONTROL
 AC5815  ___________________________________________________________________
 AC5815* NAD 83(1986)-  47 23 11.     (N)    087 59 52.     (W)     SCALED    
 AC5815* NAVD 88     -       203.448  (meters)     667.48   (feet)  ADJUSTED  
 AC5815  ___________________________________________________________________
 AC5815  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 AC5815  DYNAMIC HT  -         203.479 (meters)     667.58  (feet)  COMP
 AC5815  MODELED GRAV-     980,759.2   (mgal)                       NAVD 88
 AC5815
 AC5815  VERT ORDER  -  SECOND    CLASS I
 AC5815
 AC5815.The horizontal coordinates were scaled from a topographic map and have
 AC5815.an estimated accuracy of +/- 6 seconds.
 AC5815
 AC5815.The orthometric height was determined by differential leveling
 AC5815.and adjusted by the National Geodetic Survey in March 1997..
 AC5815
 AC5815.The geoid height was determined by GEOID03.
 AC5815
 AC5815.The dynamic height is computed by dividing the NAVD 88
 AC5815.geopotential number by the normal gravity value computed on the
 AC5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5815.degrees latitude (g = 980.6199 gals.).
 AC5815
 AC5815.The modeled gravity was interpolated from observed gravity values.
 AC5815
 AC5815;                    North         East    Units  Estimated Accuracy
 AC5815;SPC MI N     -   289,810.    7,924,660.      MT  (+/- 180 meters Scaled)
 AC5815
 AC5815                          SUPERSEDED SURVEY CONTROL
 AC5815
 AC5815.No superseded survey control is available for this station.
 AC5815
 AC5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT246485(NAD 83)
 AC5815_MARKER: I = METAL ROD
 AC5815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC5815_STAMPING: J 347 1996
 AC5815_MARK LOGO: NGS   
 AC5815_PROJECTION: FLUSH
 AC5815_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5815+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 AC5815_ROD/PIPE-DEPTH: 5.8  meters
 AC5815
 AC5815  HISTORY     - Date     Condition        Report By
 AC5815  HISTORY     - 1996     MONUMENTED       NGS
 AC5815  HISTORY     - 20031015 GOOD             GEOCAC
 AC5815
 AC5815                          STATION DESCRIPTION
 AC5815
 AC5815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5815'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5815'STATE HIGHWAY 26 IN PHOENIX, THENCE 8.5 KM (5.30 MI) SOUTHEASTERLY
 AC5815'ALONG THE LAC LA BELLE-BETE GRISE ROAD, 15.0 M (49.2 FT) EAST OF THE
 AC5815'CENTER OF COTTAGE ROAD, 7.7 M (25.3 FT) SOUTH OF THE ROAD CENTER, 0.9
 AC5815'M (3.0 FT) EAST OF UTILITY POLE NUMBER 264 WITH A TRANSFORMER AND A
 AC5815'LIGHT, 0.4 M (1.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT)
 AC5815'NORTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AC5815'5-INCH LOGO CAP.
 AC5815
 AC5815                          STATION RECOVERY (2003)
 AC5815
 AC5815'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AC5815'NAD 83(1986)-  47 23 09.9 (N) -   087 59 52.6 (W) HANDHELD DGPS
 AC5815' 
 AC5815'THE COTTAGE ROAD IS SIGNED, 'SAND POINT RD'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0081 ***********************************************************************
 PK0081  DESIGNATION -  J 35
 PK0081  PID         -  PK0081
 PK0081  STATE/COUNTY-  MI/IOSCO
 PK0081  USGS QUAD   -  TAWAS CITY (1989)
 PK0081
 PK0081                         *CURRENT SURVEY CONTROL
 PK0081  ___________________________________________________________________
 PK0081* NAD 83(1986)-  44 15 59.     (N)    083 31 16.     (W)     SCALED    
 PK0081* NAVD 88     -       178.713  (meters)     586.33   (feet)  ADJUSTED  
 PK0081  ___________________________________________________________________
 PK0081  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0081  DYNAMIC HT  -         178.689 (meters)     586.25  (feet)  COMP
 PK0081  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 PK0081
 PK0081  VERT ORDER  -  FIRST     CLASS II
 PK0081
 PK0081.The horizontal coordinates were scaled from a topographic map and have
 PK0081.an estimated accuracy of +/- 6 seconds.
 PK0081
 PK0081.The orthometric height was determined by differential leveling
 PK0081.and adjusted by the National Geodetic Survey in June 1991..
 PK0081
 PK0081.The geoid height was determined by GEOID03.
 PK0081
 PK0081.The dynamic height is computed by dividing the NAVD 88
 PK0081.geopotential number by the normal gravity value computed on the
 PK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0081.degrees latitude (g = 980.6199 gals.).
 PK0081
 PK0081.The modeled gravity was interpolated from observed gravity values.
 PK0081
 PK0081;                    North         East    Units  Estimated Accuracy
 PK0081;SPC MI C     -   105,890.    6,067,510.      MT  (+/- 180 meters Scaled)
 PK0081
 PK0081                          SUPERSEDED SURVEY CONTROL
 PK0081
 PK0081  NGVD 29 (??/??/92)  178.931  (m)          587.04   (f) ADJ UNCH    1 2
 PK0081
 PK0081.Superseded values are not recommended for survey control.
 PK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0081.See file dsdata.txt to determine how the superseded data were derived.
 PK0081
 PK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK987045(NAD 83)
 PK0081_MARKER: DB = BENCH MARK DISK
 PK0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0081_SP_SET: ABUTMENT
 PK0081_STAMPING: J-35 1934
 PK0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0081
 PK0081  HISTORY     - Date     Condition        Report By
 PK0081  HISTORY     - 1934     MONUMENTED       CGS
 PK0081  HISTORY     - 1961     GOOD             DOD
 PK0081  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0081
 PK0081                          STATION DESCRIPTION
 PK0081
 PK0081'DESCRIBED BY US DEPARTMENT OF DEFENSE 1961
 PK0081'AT TAWAS CITY.
 PK0081'AT TAWAS CITY, IOSCO COUNTY, ABOUT 1 MILE WEST OF THE EAST
 PK0081'TAWAS-TAWAS CITY DETROIT AND MACKINAC RAILWAY STATION, AT THE
 PK0081'THIRD STREET BRIDGE OVER A STREAM, IN THE TOP OF THE EAST END
 PK0081'OF THE NORTH ABUTMENT, ABOUT 25 YARDS SOUTH OF THE SOUTH RAIL,
 PK0081'ABOUT 8 YARDS EAST OF THE CENTER LINE OF THE BRIDGE, ABOUT 1
 PK0081'YARD EAST OF THE RAIL OF A FOOT BRIDGE, AND ABOUT 6 INCHES
 PK0081'HIGHER THAN THE BRIDGE.  A STANDARD DISK, STAMPED J-35 1934.
 PK0081
 PK0081                          STATION RECOVERY (1983)
 PK0081
 PK0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0081'NOT RECOVERED, APPEARS WEST ABUTMENT HAS BEEN REPLACED WITH WOODEN
 PK0081'TIES, BENCH MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0002 ***********************************************************************
 QJ0002  DESIGNATION -  J 36
 QJ0002  PID         -  QJ0002
 QJ0002  STATE/COUNTY-  MI/ALPENA
 QJ0002  USGS QUAD   -  ALPENA (1971)
 QJ0002
 QJ0002                         *CURRENT SURVEY CONTROL
 QJ0002  ___________________________________________________________________
 QJ0002* NAD 83(1986)-  45 02 05.     (N)    083 28 42.     (W)     SCALED    
 QJ0002* NAVD 88     -       190.091  (meters)     623.66   (feet)  ADJUSTED  
 QJ0002  ___________________________________________________________________
 QJ0002  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QJ0002  DYNAMIC HT  -         190.077 (meters)     623.61  (feet)  COMP
 QJ0002  MODELED GRAV-     980,541.0   (mgal)                       NAVD 88
 QJ0002
 QJ0002  VERT ORDER  -  FIRST     CLASS II
 QJ0002
 QJ0002.The horizontal coordinates were scaled from a topographic map and have
 QJ0002.an estimated accuracy of +/- 6 seconds.
 QJ0002
 QJ0002.The orthometric height was determined by differential leveling
 QJ0002.and adjusted by the National Geodetic Survey in June 1991..
 QJ0002
 QJ0002.The geoid height was determined by GEOID03.
 QJ0002
 QJ0002.The dynamic height is computed by dividing the NAVD 88
 QJ0002.geopotential number by the normal gravity value computed on the
 QJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0002.degrees latitude (g = 980.6199 gals.).
 QJ0002
 QJ0002.The modeled gravity was interpolated from observed gravity values.
 QJ0002
 QJ0002;                    North         East    Units  Estimated Accuracy
 QJ0002;SPC MI C     -   191,290.    6,069,990.      MT  (+/- 180 meters Scaled)
 QJ0002
 QJ0002                          SUPERSEDED SURVEY CONTROL
 QJ0002
 QJ0002  NGVD 29 (??/??/92)  190.251  (m)          624.18   (f) ADJ UNCH    1 2
 QJ0002
 QJ0002.Superseded values are not recommended for survey control.
 QJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0002.See file dsdata.txt to determine how the superseded data were derived.
 QJ0002
 QJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK047897(NAD 83)
 QJ0002_MARKER: DB = BENCH MARK DISK
 QJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0002_STAMPING: J 36 1934
 QJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0002+STABILITY: SURFACE MOTION
 QJ0002
 QJ0002  HISTORY     - Date     Condition        Report By
 QJ0002  HISTORY     - 1934     MONUMENTED       CGS
 QJ0002  HISTORY     - 1983     MARK NOT FOUND   NGS
 QJ0002  HISTORY     - 19990515 MARK NOT FOUND   USPSQD
 QJ0002
 QJ0002                          STATION DESCRIPTION
 QJ0002
 QJ0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QJ0002'2.6 MI S FROM ALPENA.
 QJ0002'2.6 MILES SOUTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 QJ0002'STATION AT ALPENA, ALPENA COUNTY, 46 FEET NORTH OF THE CENTERLINE
 QJ0002'OF STATE HIGHWAY 72, 33 FEET WEST OF THE WEST RAIL, 2 FEET SOUTH
 QJ0002'OF A FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 QJ0002'J 36 1934 AND SET IN THE TOP OF A CONCRETE POST.
 QJ0002
 QJ0002                          STATION RECOVERY (1983)
 QJ0002
 QJ0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0002'NOT RECOVERED THIS DATE, AREA HAS BEEN CLEARED WITH BULLDOZER, MARK
 QJ0002'GONE, DISK LOST.
 QJ0002
 QJ0002                          STATION RECOVERY (1999)
 QJ0002
 QJ0002'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0061 ***********************************************************************
 QK0061  CBN         -  This is a Cooperative Base Network Control Station.
 QK0061  DESIGNATION -  J 37
 QK0061  PID         -  QK0061
 QK0061  STATE/COUNTY-  MI/CHEBOYGAN
 QK0061  USGS QUAD   -  TOWER (1986)
 QK0061
 QK0061                         *CURRENT SURVEY CONTROL
 QK0061  ___________________________________________________________________
 QK0061* NAD 83(1994)-  45 21 29.62800(N)    084 16 04.79531(W)     ADJUSTED  
 QK0061* NAVD 88     -       236.213  (meters)     774.98   (feet)  POSTED    
 QK0061  ___________________________________________________________________
 QK0061  X           -     448,390.263 (meters)                     COMP
 QK0061  Y           -  -4,467,044.295 (meters)                     COMP
 QK0061  Z           -   4,515,553.602 (meters)                     COMP
 QK0061  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 QK0061  ELLIP HEIGHT-         199.65  (meters)          (07/12/02) GPS OBS
 QK0061  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 QK0061  DYNAMIC HT  -         236.200 (meters)     774.93  (feet)  COMP
 QK0061  MODELED GRAV-     980,561.9   (mgal)                       NAVD 88
 QK0061  OBS GRAVITY -     980,558.0   (mgal)                       GRAV_OBS
 QK0061
 QK0061  HORZ ORDER  -  B
 QK0061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QK0061  ELLP ORDER  -  FOURTH    CLASS II
 QK0061
 QK0061.The horizontal coordinates were established by GPS observations
 QK0061.and adjusted by the National Geodetic Survey in September 1995..
 QK0061
 QK0061.The orthometric height was determined by differential leveling
 QK0061.and adjusted by the National Geodetic Survey in 1992..
 QK0061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QK0061.rate of 0.0 thru 1.0 mm/km.
 QK0061.WARNING-GPS observations at this control monument resulted in a GPS
 QK0061.derived orthometric height which differed from the leveled height by
 QK0061.more than one decimeter (0.1 meter).
 QK0061
 QK0061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0061
 QK0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0061
 QK0061.The ellipsoidal height was determined by GPS observations
 QK0061.and is referenced to NAD 83.
 QK0061
 QK0061.The geoid height was determined by GEOID03.
 QK0061
 QK0061.The dynamic height is computed by dividing the NAVD 88
 QK0061.geopotential number by the normal gravity value computed on the
 QK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0061.degrees latitude (g = 980.6199 gals.).
 QK0061
 QK0061.The modeled gravity was interpolated from observed gravity values.
 QK0061.The observed gravity was obtained from relative gravimeter ties
 QK0061.to the IGSN71 gravity network.
 QK0061
 QK0061;                    North         East     Units Scale Factor Converg.
 QK0061;SPC MI C     -   226,865.473 6,007,730.553   MT  0.99993890   +0 04 10.9
 QK0061;SPC MI C     -   744,309.29 19,710,402.08   iFT  0.99993890   +0 04 10.9
 QK0061;UTM  16      - 5,026,377.602   713,976.611   MT  1.00016298   +1 56 40.5
 QK0061
 QK0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0061!SPC MI C     -   0.99996870  x   0.99993890  =   0.99990760
 QK0061!UTM  16      -   0.99996870  x   1.00016298  =   1.00013167
 QK0061
 QK0061                          SUPERSEDED SURVEY CONTROL
 QK0061
 QK0061  ELLIP H (09/20/95)  199.67   (m)                       GP(       ) 1 2
 QK0061  NGVD 29 (??/??/92)  236.253  (m)          775.11   (f) ADJ UNCH    1 2
 QK0061
 QK0061.Superseded values are not recommended for survey control.
 QK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0061.See file dsdata.txt to determine how the superseded data were derived.
 QK0061
 QK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR1397726378(NAD 83)
 QK0061_MARKER: DB = BENCH MARK DISK
 QK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0061_STAMPING: J 37 1934
 QK0061_MARK LOGO: CGS   
 QK0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0061+STABILITY: SURFACE MOTION
 QK0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0061+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2001
 QK0061
 QK0061  HISTORY     - Date     Condition        Report By
 QK0061  HISTORY     - 1934     MONUMENTED       CGS
 QK0061  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0061  HISTORY     - 19920501 GOOD             LOCENG
 QK0061  HISTORY     - 19940920 GOOD             NGS
 QK0061  HISTORY     - 20010627 GOOD             NGS
 QK0061
 QK0061                          STATION DESCRIPTION
 QK0061
 QK0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0061'2.3 MI W FROM ONAWAY.
 QK0061'IN CHEBOYGAN COUNTY, 2.3 MILES WEST ALONG THE DETROIT AND
 QK0061'MACKINAC RAILWAY FROM THE STATION AT ONAWAY, PRESQUE ISLE COUNTY,
 QK0061'10 RAILS WEST OF MILEPOST 171, 30 YARDS NORTHWEST OF POLE 99,
 QK0061'AT A ROAD CROSSING, 10 YARDS EAST OF THE CENTERLINE OF THE ROAD,
 QK0061'8 YARDS NORTH OF THE NORTH RAIL, AND 25 INCHES HIGHER THAN THE
 QK0061'TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 37 1934 AND SET IN
 QK0061'THE TOP OF A CONCRETE POST.
 QK0061
 QK0061                          STATION RECOVERY (1983)
 QK0061
 QK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0061'NOT RECOVERED THIS DATE.
 QK0061
 QK0061                          STATION RECOVERY (1992)
 QK0061
 QK0061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (NCC)
 QK0061'FOUND IN GOOD CONDITION AS DESCRIBED. PLACED CARSONITE POST ALONG
 QK0061'SIDE.  GOOD GPS STATION.
 QK0061
 QK0061                          STATION RECOVERY (1994)
 QK0061
 QK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0061'STATION IS LOCATED IN QUAD 450842, ABOUT 1.5 MI (2.4 KM) EAST OF
 QK0061'TOWER, 2 MI (3.2 KM) WEST OF ONAWAY, IN THE SOUTHEAST 1/4 OF SECTION
 QK0061'2, T 34 N, R 1 E, AND ON COUNTY ROAD F05.  OWNERSHIP--CHEBOYGAN
 QK0061'COUNTY.  TO REACH FROM THE POST OFFICE IN ONAWAY, GO WEST ON STATE
 QK0061'HIGHWAY 68 FOR 2.1 MI (3.4 KM) TO A CROSSROAD, COUNTY ROAD F05 (BLACK
 QK0061'RIVER ROAD) .  TURN RIGHT AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 QK0061'STATION ON LEFT, IN THE SOUTHWEST QUADRANT OF ROAD AND OLD RAILROAD
 QK0061'GRADE.  STATION PROJECTS 14 CM ABOVE GROUND.  IT IS 55.0 FT (16.8 M)
 QK0061'NORTH FROM A UTILITY POLE, 51.0 FT (15.5 M) SOUTH FROM THE CENTER OF
 QK0061'THE OLD RAILROAD GRADE, 40.0 FT (12.2 M) WEST FROM THE CENTER OF
 QK0061'COUNTY ROAD F05 (BLACK RIVER ROAD) , 10 FT (3.0 M) WEST FROM A UTILITY
 QK0061'POLE, 1.5 FT (0.5 M) SOUTHEAST FROM A FENCE CORNER, AND 0.5 FT (15.2
 QK0061'CM) WEST FROM A FIBERGLASS WITNESS POST.
 QK0061
 QK0061                          STATION RECOVERY (2001)
 QK0061
 QK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 QK0061'OLD DESCRIPTION STATES THE STATION IS STAMPED J 37 1934 AND IT IS
 QK0061'ACTUALLY STAMPED RESET 1982 J 37 1934, VERIFIED THIS DATE.  THIS IS
 QK0061'THE ORIGINAL DISC AND MONUMENT AND THE REFERENCE MEASUREMENTS CHECK
 QK0061'THE 1994 DESCRIPTION BY NGS,(CFS).  A USGS DESCRIPTION FROM 1982
 QK0061'STATES THE MARK WAS RESET IN 1982 BY M.L.KENNEDY, CART. TECH. USGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0008 ***********************************************************************
 PK0008  DESIGNATION -  J 38 RESET 1968
 PK0008  PID         -  PK0008
 PK0008  STATE/COUNTY-  MI/HURON
 PK0008  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0008
 PK0008                         *CURRENT SURVEY CONTROL
 PK0008  ___________________________________________________________________
 PK0008* NAD 83(1986)-  44 02 32.     (N)    082 56 45.     (W)     SCALED    
 PK0008* NAVD 88     -       188.024  (meters)     616.88   (feet)  ADJUSTED  
 PK0008  ___________________________________________________________________
 PK0008  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 PK0008  DYNAMIC HT  -         187.997 (meters)     616.79  (feet)  COMP
 PK0008  MODELED GRAV-     980,468.4   (mgal)                       NAVD 88
 PK0008
 PK0008  VERT ORDER  -  FIRST     CLASS 0
 PK0008
 PK0008.The horizontal coordinates were scaled from a topographic map and have
 PK0008.an estimated accuracy of +/- 6 seconds.
 PK0008
 PK0008.The orthometric height was determined by differential leveling
 PK0008.and adjusted by the National Geodetic Survey in June 1991..
 PK0008
 PK0008.The geoid height was determined by GEOID03.
 PK0008
 PK0008.The dynamic height is computed by dividing the NAVD 88
 PK0008.geopotential number by the normal gravity value computed on the
 PK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0008.degrees latitude (g = 980.6199 gals.).
 PK0008
 PK0008.The modeled gravity was interpolated from observed gravity values.
 PK0008
 PK0008;                    North         East    Units  Estimated Accuracy
 PK0008;SPC MI S     -   283,370.    4,113,890.      MT  (+/- 180 meters Scaled)
 PK0008
 PK0008                          SUPERSEDED SURVEY CONTROL
 PK0008
 PK0008  NGVD 29 (??/??/92)  188.162  (m)          617.33   (f) ADJ UNCH    1 0
 PK0008
 PK0008.Superseded values are not recommended for survey control.
 PK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0008.See file dsdata.txt to determine how the superseded data were derived.
 PK0008
 PK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ441784(NAD 83)
 PK0008_MARKER: DB = BENCH MARK DISK
 PK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0008_STAMPING: J 38 RESET 1968
 PK0008_PROJECTION: PROJECTING 3 CENTIMETERS
 PK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0008+STABILITY: SURFACE MOTION
 PK0008
 PK0008  HISTORY     - Date     Condition        Report By
 PK0008  HISTORY     - 1968     MONUMENTED       CGS
 PK0008  HISTORY     - 1976     GOOD             NOS
 PK0008  HISTORY     - 1987     GOOD             USPSQD
 PK0008
 PK0008                          STATION DESCRIPTION
 PK0008
 PK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 PK0008'2 MI E FROM PORT AUSTIN.
 PK0008'2.05 MILES EAST ALONG U.S. HIGHWAY 25 FROM ITS JUNCTION WITH
 PK0008'STATE HIGHWAY 53 AT THE SOUTH EDGE OF PORT AUSTIN.  139 FEET
 PK0008'EAST OF THE CENTERLINE OF A DRIVEWAY SOUTH, 75 FEET SOUTH OF
 PK0008'THE CENTERLINE OF HIGHWAY 25, 61 FEET EAST OF A SMALL PEAR
 PK0008'TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  THE DISK IS
 PK0008'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 8 INCHES.
 PK0008
 PK0008                          STATION RECOVERY (1976)
 PK0008
 PK0008'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 PK0008'2.4 MILES EAST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HIGHWAY M53
 PK0008'AT THE SOUTH SIDE OF PORT AUSTIN, AT THE THUMMEL RESIDENCE AT 2090
 PK0008'GRINDSTONE CITY ROAD U.S. 25, 74 FT. SOUTH CENTERLINE OF HIGHWAY, 15
 PK0008'FT. WEST CENTERLINE OF DRIVE TO HOUSE, 1/2 FOOT ABOVE GROUND, BEING
 PK0008'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO A 12 INCH
 PK0008'DIAMETER CONCRETE MONUMENT.
 PK0008
 PK0008                          STATION RECOVERY (1987)
 PK0008
 PK0008'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFR)
 PK0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0187 ***********************************************************************
 OJ0187  DESIGNATION -  J 39
 OJ0187  PID         -  OJ0187
 OJ0187  STATE/COUNTY-  MI/SANILAC
 OJ0187  USGS QUAD   -  PALMS (1963)
 OJ0187
 OJ0187                         *CURRENT SURVEY CONTROL
 OJ0187  ___________________________________________________________________
 OJ0187* NAD 83(1986)-  43 36 49.     (N)    082 46 11.     (W)     SCALED    
 OJ0187* NAVD 88     -       247.048  (meters)     810.52   (feet)  ADJUSTED  
 OJ0187  ___________________________________________________________________
 OJ0187  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OJ0187  DYNAMIC HT  -         246.998 (meters)     810.36  (feet)  COMP
 OJ0187  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 OJ0187
 OJ0187  VERT ORDER  -  SECOND    CLASS 0
 OJ0187
 OJ0187.The horizontal coordinates were scaled from a topographic map and have
 OJ0187.an estimated accuracy of +/- 6 seconds.
 OJ0187
 OJ0187.The orthometric height was determined by differential leveling
 OJ0187.and adjusted by the National Geodetic Survey in June 1991..
 OJ0187
 OJ0187.The geoid height was determined by GEOID03.
 OJ0187
 OJ0187.The dynamic height is computed by dividing the NAVD 88
 OJ0187.geopotential number by the normal gravity value computed on the
 OJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0187.degrees latitude (g = 980.6199 gals.).
 OJ0187
 OJ0187.The modeled gravity was interpolated from observed gravity values.
 OJ0187
 OJ0187;                    North         East    Units  Estimated Accuracy
 OJ0187;SPC MI S     -   236,010.    4,128,900.      MT  (+/- 180 meters Scaled)
 OJ0187
 OJ0187                          SUPERSEDED SURVEY CONTROL
 OJ0187
 OJ0187  NGVD 29 (??/??/92)  247.167  (m)          810.91   (f) ADJ UNCH    2 0
 OJ0187
 OJ0187.Superseded values are not recommended for survey control.
 OJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0187.See file dsdata.txt to determine how the superseded data were derived.
 OJ0187
 OJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ571304(NAD 83)
 OJ0187_MARKER: DB = BENCH MARK DISK
 OJ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0187_STAMPING: J 39 1934
 OJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0187+STABILITY: SURFACE MOTION
 OJ0187
 OJ0187  HISTORY     - Date     Condition        Report By
 OJ0187  HISTORY     - 1934     MONUMENTED       CGS
 OJ0187  HISTORY     - 1960     POOR             NGS
 OJ0187  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0187
 OJ0187                          STATION DESCRIPTION
 OJ0187
 OJ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 OJ0187'AT PALMS.
 OJ0187'AT PALMS, SANILAC COUNTY, 210 YARDS NORTH OF THE NORTHWEST
 OJ0187'CORNER OF THE CHESAPEAKE AND OHIO RAILWAY STATION, 49 FEET
 OJ0187'NORTHEAST OF THE EAST RAIL OF THE TRACK LEADING TO HARBOR BEACH
 OJ0187'AT THE INTERSECTION OF THE CENTERLINE OF A GRAVEL ROAD, 30 FEET
 OJ0187'NORTH OF THE NORTHEAST CORNER OF A CONCRETE HIGHWAY CULVERT,
 OJ0187'26 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE WALL OF A
 OJ0187'DEMOLISHED CREAMERY, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD
 OJ0187'DISK, STAMPED J 39 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0187
 OJ0187                          STATION RECOVERY (1994)
 OJ0187
 OJ0187'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0021 ***********************************************************************
 OK0021  DESIGNATION -  J 40
 OK0021  PID         -  OK0021
 OK0021  STATE/COUNTY-  MI/MIDLAND
 OK0021  USGS QUAD   -  AVERILL (1973)
 OK0021
 OK0021                         *CURRENT SURVEY CONTROL
 OK0021  ___________________________________________________________________
 OK0021* NAD 83(1986)-  43 39 25.     (N)    084 19 37.     (W)     SCALED    
 OK0021* NAVD 88     -       192.958  (meters)     633.06   (feet)  ADJUSTED  
 OK0021  ___________________________________________________________________
 OK0021  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OK0021  DYNAMIC HT  -         192.920 (meters)     632.94  (feet)  COMP
 OK0021  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OK0021
 OK0021  VERT ORDER  -  SECOND    CLASS 0
 OK0021
 OK0021.The horizontal coordinates were scaled from a topographic map and have
 OK0021.an estimated accuracy of +/- 6 seconds.
 OK0021
 OK0021.The orthometric height was determined by differential leveling
 OK0021.and adjusted by the National Geodetic Survey in June 1991..
 OK0021
 OK0021.The geoid height was determined by GEOID03.
 OK0021
 OK0021.The dynamic height is computed by dividing the NAVD 88
 OK0021.geopotential number by the normal gravity value computed on the
 OK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0021.degrees latitude (g = 980.6199 gals.).
 OK0021
 OK0021.The modeled gravity was interpolated from observed gravity values.
 OK0021
 OK0021;                    North         East    Units  Estimated Accuracy
 OK0021;SPC MI S     -   239,600.    4,003,200.      MT  (+/- 180 meters Scaled)
 OK0021
 OK0021                          SUPERSEDED SURVEY CONTROL
 OK0021
 OK0021  NGVD 29 (??/??/92)  193.132  (m)          633.63   (f) ADJ UNCH    2 0
 OK0021
 OK0021.Superseded values are not recommended for survey control.
 OK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0021.See file dsdata.txt to determine how the superseded data were derived.
 OK0021
 OK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP155372(NAD 83)
 OK0021_MARKER: DB = BENCH MARK DISK
 OK0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0021_STAMPING: J 40 1934
 OK0021_MARK LOGO: CGS   
 OK0021_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0021+STABILITY: SURFACE MOTION
 OK0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0021+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 OK0021
 OK0021  HISTORY     - Date     Condition        Report By
 OK0021  HISTORY     - 1934     MONUMENTED       CGS
 OK0021  HISTORY     - 19950403 GOOD             LOCENG
 OK0021  HISTORY     - 19960403 GOOD             LOCENG
 OK0021  HISTORY     - 20010604 GOOD             USPSQD
 OK0021  HISTORY     - 20060615 GOOD             ADVGEO
 OK0021
 OK0021                          STATION DESCRIPTION
 OK0021
 OK0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0021'3.3 MI SE FROM SANFORD.
 OK0021'3.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RWY. FROM
 OK0021'THE STATION AT SANFORD, 30.2 FEET NORTH OF THE NORTH RAIL, AND
 OK0021'3 FEET BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J
 OK0021'40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0021
 OK0021                          STATION RECOVERY (1995)
 OK0021
 OK0021'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0021'STATION WAS RECOVERED WITH FOLLOWING ADDITIONS.  LOCATED AT A MILE
 OK0021'POST OPPOSITE WEST DRIVE OF NORTHERN LANES LOUNGE (BOWLING ALLEY) .
 OK0021'POSSIBLE GPS STATION EXCEPT NORTHEAST SKY IS OBSCURED BY PLANTED PINE
 OK0021'TREES BETWEEN STATION AND HIGHWAY.  PLACED 2 CARSONITE WITNESS POST BY
 OK0021'STATION.
 OK0021
 OK0021                          STATION RECOVERY (1996)
 OK0021
 OK0021'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (NCC)
 OK0021'STATION WAS RECOVERED WITH FOLLOWING ADDITIONS.  LOCATED AT A MILE
 OK0021'POST OPPOSITE WEST DRIVE OF NORTHERN LANES LOUNGE (BOWLING ALLEY).
 OK0021'POSSIBLE GPS STATION EXCEPT NORTHEAST SKY IS OBSCURED BY PLANTED PINE
 OK0021'TREES BETWEEN STATION AND HIGHWAY.  PLACED 2 CARSONITE WITNESS POST BY
 OK0021'STATION.
 OK0021
 OK0021                          STATION RECOVERY (2001)
 OK0021
 OK0021'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0021'RECOVERED IN GOOD CONDITION.
 OK0021
 OK0021                          STATION RECOVERY (2006)
 OK0021
 OK0021'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAN)
 OK0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0331 ***********************************************************************
 OJ0331  DESIGNATION -  J 41
 OJ0331  PID         -  OJ0331
 OJ0331  STATE/COUNTY-  MI/LAPEER
 OJ0331  USGS QUAD   -  IMLAY CITY (1963)
 OJ0331
 OJ0331                         *CURRENT SURVEY CONTROL
 OJ0331  ___________________________________________________________________
 OJ0331* NAD 83(1986)-  43 01 29.     (N)    083 05 14.     (W)     SCALED    
 OJ0331* NAVD 88     -       256.168  (meters)     840.44   (feet)  ADJUSTED  
 OJ0331  ___________________________________________________________________
 OJ0331  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0331  DYNAMIC HT  -         256.098 (meters)     840.21  (feet)  COMP
 OJ0331  MODELED GRAV-     980,341.1   (mgal)                       NAVD 88
 OJ0331
 OJ0331  VERT ORDER  -  SECOND    CLASS 0
 OJ0331
 OJ0331.The horizontal coordinates were scaled from a topographic map and have
 OJ0331.an estimated accuracy of +/- 6 seconds.
 OJ0331
 OJ0331.The orthometric height was determined by differential leveling
 OJ0331.and adjusted by the National Geodetic Survey in June 1991..
 OJ0331
 OJ0331.The geoid height was determined by GEOID03.
 OJ0331
 OJ0331.The dynamic height is computed by dividing the NAVD 88
 OJ0331.geopotential number by the normal gravity value computed on the
 OJ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0331.degrees latitude (g = 980.6199 gals.).
 OJ0331
 OJ0331.The modeled gravity was interpolated from observed gravity values.
 OJ0331
 OJ0331;                    North         East    Units  Estimated Accuracy
 OJ0331;SPC MI S     -   170,160.    4,104,270.      MT  (+/- 180 meters Scaled)
 OJ0331
 OJ0331                          SUPERSEDED SURVEY CONTROL
 OJ0331
 OJ0331  NGVD 29 (??/??/92)  256.296  (m)          840.86   (f) ADJ UNCH    2 0
 OJ0331
 OJ0331.Superseded values are not recommended for survey control.
 OJ0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0331.See file dsdata.txt to determine how the superseded data were derived.
 OJ0331
 OJ0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH299656(NAD 83)
 OJ0331_MARKER: DB = BENCH MARK DISK
 OJ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0331_STAMPING: J 41 1934
 OJ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0331+STABILITY: SURFACE MOTION
 OJ0331
 OJ0331  HISTORY     - Date     Condition        Report By
 OJ0331  HISTORY     - 1934     MONUMENTED       CGS
 OJ0331  HISTORY     - 1977     GOOD             MIDH
 OJ0331  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0331  HISTORY     - 19970524 GOOD             USPSQD
 OJ0331
 OJ0331                          STATION DESCRIPTION
 OJ0331
 OJ0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0331'0.6 MI W FROM IMLAY CITY.
 OJ0331'0.6 MILE WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0331'STATION AT IMLAY CITY, LAPEER COUNTY, 25 YARDS EAST OF SEMAPHORE
 OJ0331'3013, AT THE FIRST ROAD CROSSING WEST OF THE STATION, 36.1 FEET
 OJ0331'EAST OF THE CENTERLINE OF THE ROAD, 12.4 FEET NORTH OF THE NORTH
 OJ0331'RAIL, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 OJ0331'DISK, STAMPED J 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0331
 OJ0331                          STATION RECOVERY (1977)
 OJ0331
 OJ0331'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 OJ0331'THE BENCHMARK IS LOCATED IN LAPEER COUNTY, T7N R12E, IMLAY TOWNSHIP,
 OJ0331'SECTION 17. FROM THE IMLAY CITY POST OFFICE GO WEST 0.7 MILES ALONG
 OJ0331'GTWRR TO MARK ON RIGHT. IT IS IN THE NORTHEAST QUADRANT OF THE GTWRR
 OJ0331'TRACKS AND BLACKS CORNERS ROAD INTERSECTION. THE MARK IS 84 FEET NORTH
 OJ0331'EAST OF THE NORTHEAST CORNER OF THE RAILROAD SIGNAL POST, 36.1 FEET
 OJ0331'EAST OF THE CENTERLINE OF BLACKS CORNERS ROAD, 30.8 FEET SOUTHEAST OF
 OJ0331'A POWER POLE, 25.7 FEET NORTH OF THE NORTH RAIL AND 4 FEET WEST OF A
 OJ0331'METAL WITNESS POST. A STANDARD DISK STAMPED J 41 1934 SET IN A 12 INCH
 OJ0331'CONCRETE POST, SET FLUSH WITH THE GROUND
 OJ0331
 OJ0331                          STATION RECOVERY (1977)
 OJ0331
 OJ0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0331'MARK NOT FOUND.
 OJ0331
 OJ0331                          STATION RECOVERY (1997)
 OJ0331
 OJ0331'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0036 ***********************************************************************
 NF0036  DESIGNATION -  J 42
 NF0036  PID         -  NF0036
 NF0036  STATE/COUNTY-  MI/SHIAWASSEE
 NF0036  USGS QUAD   -  PERRY (1972)
 NF0036
 NF0036                         *CURRENT SURVEY CONTROL
 NF0036  ___________________________________________________________________
 NF0036* NAD 83(1986)-  42 50 54.     (N)    084 09 05.     (W)     SCALED    
 NF0036* NAVD 88     -       262.942  (meters)     862.67   (feet)  ADJUSTED  
 NF0036  ___________________________________________________________________
 NF0036  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 NF0036  DYNAMIC HT  -         262.878 (meters)     862.46  (feet)  COMP
 NF0036  MODELED GRAV-     980,369.8   (mgal)                       NAVD 88
 NF0036
 NF0036  VERT ORDER  -  SECOND    CLASS 0
 NF0036
 NF0036.The horizontal coordinates were scaled from a topographic map and have
 NF0036.an estimated accuracy of +/- 6 seconds.
 NF0036
 NF0036.The orthometric height was determined by differential leveling
 NF0036.and adjusted by the National Geodetic Survey in June 1991..
 NF0036
 NF0036.The geoid height was determined by GEOID03.
 NF0036
 NF0036.The dynamic height is computed by dividing the NAVD 88
 NF0036.geopotential number by the normal gravity value computed on the
 NF0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0036.degrees latitude (g = 980.6199 gals.).
 NF0036
 NF0036.The modeled gravity was interpolated from observed gravity values.
 NF0036
 NF0036;                    North         East    Units  Estimated Accuracy
 NF0036;SPC MI S     -   149,790.    4,017,600.      MT  (+/- 180 meters Scaled)
 NF0036
 NF0036                          SUPERSEDED SURVEY CONTROL
 NF0036
 NF0036  NGVD 29 (??/??/92)  263.066  (m)          863.08   (f) ADJ UNCH    2 0
 NF0036
 NF0036.Superseded values are not recommended for survey control.
 NF0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0036.See file dsdata.txt to determine how the superseded data were derived.
 NF0036
 NF0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN327479(NAD 83)
 NF0036_MARKER: DB = BENCH MARK DISK
 NF0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0036_STAMPING: J 42 1934
 NF0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0036+STABILITY: SURFACE MOTION
 NF0036
 NF0036  HISTORY     - Date     Condition        Report By
 NF0036  HISTORY     - 1934     MONUMENTED       CGS
 NF0036  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0036  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0036
 NF0036                          STATION DESCRIPTION
 NF0036
 NF0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0036'1.5 MI E FROM MORRICE.
 NF0036'1.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0036'THE STATION AT MORRICE, SHIAWASSEE COUNTY, ABOUT 516 YARDS WEST
 NF0036'OF MILEPOST C 244, AT A ROAD CROSSING, ABOUT 8 YARDS SOUTHEAST
 NF0036'OF THE INTERSECTION OF THE CENTERLINE OF THE ROAD WITH THE
 NF0036'SOUTH RAIL OF THE SOUTH TRACK, 20.2 FEET NORTHEAST OF THE
 NF0036'NORTHWEST CORNER OF A FENCE, AND 10.2 FEET SOUTH OF THE SOUTH
 NF0036'RAIL OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED J 42 1934
 NF0036'AND SET IN THE TOP OF A CONCRETE POST.
 NF0036
 NF0036                          STATION RECOVERY (1972)
 NF0036
 NF0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0036'MARK NOT FOUND.
 NF0036
 NF0036                          STATION RECOVERY (1976)
 NF0036
 NF0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0360 ***********************************************************************
 NE0360  DESIGNATION -  J 43
 NE0360  PID         -  NE0360
 NE0360  STATE/COUNTY-  MI/OAKLAND
 NE0360  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0360
 NE0360                         *CURRENT SURVEY CONTROL
 NE0360  ___________________________________________________________________
 NE0360* NAD 83(1994)-  42 39 51.19719(N)    083 19 58.23100(W)     ADJUSTED  
 NE0360* NAVD 88     -       295.019  (meters)     967.91   (feet)  ADJUSTED  
 NE0360  ___________________________________________________________________
 NE0360  X           -     545,387.015 (meters)                     COMP
 NE0360  Y           -  -4,665,737.089 (meters)                     COMP
 NE0360  Z           -   4,300,323.623 (meters)                     COMP
 NE0360  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 NE0360  ELLIP HEIGHT-         260.90  (meters)          (07/17/02) GPS OBS
 NE0360  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NE0360  DYNAMIC HT  -         294.930 (meters)     967.62  (feet)  COMP
 NE0360  MODELED GRAV-     980,312.0   (mgal)                       NAVD 88
 NE0360
 NE0360  HORZ ORDER  -  FIRST
 NE0360  VERT ORDER  -  SECOND    CLASS 0
 NE0360  ELLP ORDER  -  FOURTH    CLASS I
 NE0360
 NE0360.The horizontal coordinates were established by GPS observations
 NE0360.and adjusted by the National Geodetic Survey in February 1997..
 NE0360
 NE0360.The orthometric height was determined by differential leveling
 NE0360.and adjusted by the National Geodetic Survey in June 1991..
 NE0360
 NE0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0360
 NE0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0360
 NE0360.The ellipsoidal height was determined by GPS observations
 NE0360.and is referenced to NAD 83.
 NE0360
 NE0360.The geoid height was determined by GEOID03.
 NE0360
 NE0360.The dynamic height is computed by dividing the NAVD 88
 NE0360.geopotential number by the normal gravity value computed on the
 NE0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0360.degrees latitude (g = 980.6199 gals.).
 NE0360
 NE0360.The modeled gravity was interpolated from observed gravity values.
 NE0360
 NE0360;                    North         East     Units Scale Factor Converg.
 NE0360;SPC MI S     -   129,838.824 4,084,747.249   MT  0.99991427   +0 42 12.8
 NE0360;SPC MI S     -   425,980.39 13,401,401.74   iFT  0.99991427   +0 42 12.8
 NE0360;UTM  17      - 4,726,166.680   308,817.389   MT  1.00004970   -1 34 53.2
 NE0360
 NE0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0360!SPC MI S     -   0.99995908  x   0.99991427  =   0.99987336
 NE0360!UTM  17      -   0.99995908  x   1.00004970  =   1.00000878
 NE0360
 NE0360                          SUPERSEDED SURVEY CONTROL
 NE0360
 NE0360  ELLIP H (02/03/97)  260.93   (m)                       GP(       ) 4 1
 NE0360  NAD 83(1986)-  42 39 51.19940(N)    083 19 58.26558(W) AD(       ) 1
 NE0360  NGVD 29 (??/??/92)  295.128  (m)          968.27   (f) ADJ UNCH    2 0
 NE0360
 NE0360.Superseded values are not recommended for survey control.
 NE0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0360.See file dsdata.txt to determine how the superseded data were derived.
 NE0360
 NE0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0881726167(NAD 83)
 NE0360_MARKER: DB = BENCH MARK DISK
 NE0360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NE0360_SP_SET: BALUSTRADE
 NE0360_STAMPING: J 43 1934
 NE0360_MARK LOGO: CGS   
 NE0360_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0360+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2006
 NE0360
 NE0360  HISTORY     - Date     Condition        Report By
 NE0360  HISTORY     - 1934     MONUMENTED       CGS
 NE0360  HISTORY     - 1938     GOOD             NGS
 NE0360  HISTORY     - 1965     GOOD             NGS
 NE0360  HISTORY     - 19890208 GOOD             LOCENG
 NE0360  HISTORY     - 19890208 GOOD             LOCENG
 NE0360  HISTORY     - 19910307 GOOD             MIDH
 NE0360  HISTORY     - 19921001 GOOD             LOCENG
 NE0360  HISTORY     - 19941013 GOOD             LOCENG
 NE0360  HISTORY     - 19941013 GOOD             LOCENG
 NE0360  HISTORY     - 20020504 GOOD             USPSQD
 NE0360  HISTORY     - 20030430 GOOD             ROWEIN
 NE0360  HISTORY     - 20050113 GOOD             INDIV
 NE0360  HISTORY     - 20060804 GOOD             TETR
 NE0360
 NE0360                          STATION DESCRIPTION
 NE0360
 NE0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0360'2.5 MI NW FROM PONTIAC.
 NE0360'2.5 MILES NORTHWEST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0360'THE STATION AT PONTIAC, OAKLAND COUNTY, AT THE VIADUCT OVER
 NE0360'TELEGRAPH ROAD, AT THE L IN THE NORTHEAST BALUSTRADE ABOVE THE
 NE0360'NORTH END OF THE NORTHWEST ABUTMENT, 5.4 FEET NORTHEAST OF THE
 NE0360'NORTHEAST RAIL, AND ABOUT 5 INCHES SOUTHEAST OF THE NORTHWEST
 NE0360'SIDE OF THE L.  A STANDARD DISK, STAMPED J 43 1934.
 NE0360
 NE0360                          STATION RECOVERY (1965)
 NE0360
 NE0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 NE0360'RECOVERED IN GOOD CONDITION.
 NE0360
 NE0360                          STATION RECOVERY (1989)
 NE0360
 NE0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DCB)
 NE0360'RECOVERED AS DESCRIBED.
 NE0360
 NE0360                          STATION RECOVERY (1989)
 NE0360
 NE0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 (DCB)
 NE0360'RECOVERED AS DESCRIBED.
 NE0360
 NE0360                          STATION RECOVERY (1991)
 NE0360
 NE0360'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NE0360'STATION IS LOCATED IN QUAD. 420831, IN THE SOUTHEAST 1/4 OF SECTION
 NE0360'13, T-3-N, R-9-E, WATERFORD TOWNSHIP, OAKLAND COUNTY. IT IS ABOUT 1/4
 NE0360'MILE SOUTH OF THE BUSINESS ROUTE 10 AND TELEGRAPH ROAD INTERSECTION
 NE0360'ON THE GRAND TRUNK WESTERN RAILROAD RIGHT-OF-WAY AND ON THE PONTIAC
 NE0360'NORTH QUADRANGLE MAP.
 NE0360'TO REACH THE STATION FROM THE OAKLAND AVENUE (BUSINESS ROUTE 10) AND
 NE0360'TELEGRAPH ROAD INTERSECTION ON THE NORTHWEST SIDE OF PONTIAC, GO
 NE0360'SOUTH ON TELEGRAPH ROAD FOR 0.15 MI (0.24 KM) TO THE GRAND TRUNK
 NE0360'WESTERN RAILROAD BRIDGE CROSSING AND STATION IS AT THE L IN THE
 NE0360'NORTHEAST BALUSTRADE ABOVE THE NORTH END OF THE NORTHWEST ABUTMENT OF
 NE0360'THE BRIDGE.
 NE0360'STATION IS SET FLUSH IN THE BALUSTRADE. IT IS 39.5 FT (12.0 M) EAST OF
 NE0360'THE WEST END OF THE BRIDGE AND AN NGS CARSONITE WITNESS POST, 5.4 FT
 NE0360'(1.6 M) NORTHEAST OF THE NORTHEAST RAIL, 1.5 FT (0.5 M) SOUTHWEST OF
 NE0360'THE NORTHEAST WALL, AND 0.4 FT (0.1 M) SOUTHEAST OF THE NORTHWEST
 NE0360'SIDE OF -L- IN BRIDGE.
 NE0360
 NE0360                          STATION RECOVERY (1992)
 NE0360
 NE0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE0360'RECOVERED IN GOOD CONDITION.
 NE0360
 NE0360                          STATION RECOVERY (1994)
 NE0360
 NE0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JRC)
 NE0360'RECOVERED AS DESCRIBED.
 NE0360
 NE0360                          STATION RECOVERY (1994)
 NE0360
 NE0360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (JRC)
 NE0360'RECOVERED AS DESCRIBED.
 NE0360
 NE0360                          STATION RECOVERY (2002)
 NE0360
 NE0360'RECOVERY NOTE BY US POWER SQUADRON 2002 (FJH)
 NE0360'RECOVERED IN GOOD CONDITION.
 NE0360
 NE0360                          STATION RECOVERY (2003)
 NE0360
 NE0360'RECOVERY NOTE BY ROWE INCORPORATED 2003 (PMH)
 NE0360'RECOVERED IN GOOD CONDITION.
 NE0360
 NE0360                          STATION RECOVERY (2005)
 NE0360
 NE0360'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (ANB)
 NE0360'RECOVERED IN GOOD CONDITION.
 NE0360
 NE0360                          STATION RECOVERY (2006)
 NE0360
 NE0360'RECOVERY NOTE BY TETRA TECH MPS 2006 (ANB)
 NE0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0247 ***********************************************************************
 RJ0247  DESIGNATION -  J 44
 RJ0247  PID         -  RJ0247
 RJ0247  STATE/COUNTY-  MI/CHIPPEWA
 RJ0247  USGS QUAD   -  BRIMLEY (1975)
 RJ0247
 RJ0247                         *CURRENT SURVEY CONTROL
 RJ0247  ___________________________________________________________________
 RJ0247* NAD 83(1986)-  46 25 02.     (N)    084 30 59.     (W)     SCALED    
 RJ0247* NAVD 88     -       206.207  (meters)     676.53   (feet)  ADJUSTED  
 RJ0247  ___________________________________________________________________
 RJ0247  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 RJ0247  DYNAMIC HT  -         206.217 (meters)     676.56  (feet)  COMP
 RJ0247  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 RJ0247
 RJ0247  VERT ORDER  -  FIRST     CLASS 0
 RJ0247
 RJ0247.The horizontal coordinates were scaled from a topographic map and have
 RJ0247.an estimated accuracy of +/- 6 seconds.
 RJ0247
 RJ0247.The orthometric height was determined by differential leveling
 RJ0247.and adjusted by the National Geodetic Survey in June 1991..
 RJ0247.WARNING-Repeat measurements at this control monument indicate possible
 RJ0247.vertical movement.
 RJ0247
 RJ0247.The geoid height was determined by GEOID03.
 RJ0247
 RJ0247.The dynamic height is computed by dividing the NAVD 88
 RJ0247.geopotential number by the normal gravity value computed on the
 RJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0247.degrees latitude (g = 980.6199 gals.).
 RJ0247
 RJ0247.The modeled gravity was interpolated from observed gravity values.
 RJ0247
 RJ0247;                    North         East    Units  Estimated Accuracy
 RJ0247;SPC MI N     -   184,590.    8,190,890.      MT  (+/- 180 meters Scaled)
 RJ0247
 RJ0247                          SUPERSEDED SURVEY CONTROL
 RJ0247
 RJ0247  NGVD 29 (??/??/92)  206.164  (m)          676.39   (f) ADJ UNCH    1 0
 RJ0247
 RJ0247.Superseded values are not recommended for survey control.
 RJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0247.See file dsdata.txt to determine how the superseded data were derived.
 RJ0247
 RJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS908434(NAD 83)
 RJ0247_MARKER: DB = BENCH MARK DISK
 RJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0247_MARK LOGO: CGS   
 RJ0247_PROJECTION: FLUSH
 RJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0247+STABILITY: SURFACE MOTION
 RJ0247
 RJ0247  HISTORY     - Date     Condition        Report By
 RJ0247  HISTORY     - 1934     MONUMENTED       CGS
 RJ0247  HISTORY     - 1972     GOOD             USLS
 RJ0247  HISTORY     - 1983     GOOD             NGS
 RJ0247
 RJ0247                          STATION DESCRIPTION
 RJ0247
 RJ0247'DESCRIBED BY US LAKE SURVEY 1972
 RJ0247'3.1 MI E FROM BRIMLEY.
 RJ0247'J 44 A BENCHMARK OF THE FORMER U.S. COAST AND GEODETIC SURVEY,
 RJ0247'IS IN CHIPPEWA COUNTY, MICHIGAN, 3.1 MILES EAST OF BRIDGE OVER
 RJ0247'WAISKA RIVER IN BRIMLEY TO INTERSECTION OF 6-MILE ROAD AND
 RJ0247'ABANDONED D.S.D. AND A. RAILROAD GRADE, 0.4 MILE SOUTHWEST
 RJ0247'ALONG OLD GRADE, 36 FEET SOUTH OF CENTERLINE OF GRADE, 8 FEET
 RJ0247'NORTH OF RIGHT-OF-WAY FENCE, 6.0 FEET WESTERLY OF SOUTH GATE
 RJ0247'POST, 1/4-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS
 RJ0247'AT CENTER OF BRONZE DISC SET INTO TOP OF A CONCRETE POST.
 RJ0247
 RJ0247                          STATION RECOVERY (1983)
 RJ0247
 RJ0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0247'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 RJ0247'(0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0247'THENCE 5.0 KM (3.1 MI) EASTERLY ALONG ROUTE M 221 (WAISKA BAY ROAD) TO
 RJ0247'CROSSING OF AN ABANDONED RAILROAD GRADE, THENCE 0.6 KM (0.4 MI)
 RJ0247'SOUTHWEST ALONG ABANDONED RAILROAD GRADE, AT AN INTERSECTION WITH A
 RJ0247'WOODS ROAD LEADING NORTH-SOUTH, ON PROPERTY OWNED BY MR. SAVOIE,
 RJ0247'11.0 METERS (36.0 FT) SOUTH OF APPROXIMATE CENTER OF RAILROAD GRADE,
 RJ0247'AND 4.0 METERS (13.0 FT) WEST OF APPROXIMATE CENTER OF GRADED WOODS
 RJ0247'ROAD.
 RJ0247'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 RJ0247'THE MARK IS 0.30 M ABOVE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0338 ***********************************************************************
 RJ0338  DESIGNATION -  J 45
 RJ0338  PID         -  RJ0338
 RJ0338  STATE/COUNTY-  MI/LUCE
 RJ0338  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ0338
 RJ0338                         *CURRENT SURVEY CONTROL
 RJ0338  ___________________________________________________________________
 RJ0338* NAD 83(1986)-  46 20 48.     (N)    085 23 31.     (W)     SCALED    
 RJ0338* NAVD 88     -       217.891  (meters)     714.86   (feet)  ADJUSTED  
 RJ0338  ___________________________________________________________________
 RJ0338  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 RJ0338  DYNAMIC HT  -         217.905 (meters)     714.91  (feet)  COMP
 RJ0338  MODELED GRAV-     980,676.8   (mgal)                       NAVD 88
 RJ0338
 RJ0338  VERT ORDER  -  FIRST     CLASS II
 RJ0338
 RJ0338.The horizontal coordinates were scaled from a topographic map and have
 RJ0338.an estimated accuracy of +/- 6 seconds.
 RJ0338
 RJ0338.The orthometric height was determined by differential leveling
 RJ0338.and adjusted by the National Geodetic Survey in June 1991..
 RJ0338
 RJ0338.The geoid height was determined by GEOID03.
 RJ0338
 RJ0338.The dynamic height is computed by dividing the NAVD 88
 RJ0338.geopotential number by the normal gravity value computed on the
 RJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0338.degrees latitude (g = 980.6199 gals.).
 RJ0338
 RJ0338.The modeled gravity was interpolated from observed gravity values.
 RJ0338
 RJ0338;                    North         East    Units  Estimated Accuracy
 RJ0338;SPC MI N     -   175,010.    8,123,770.      MT  (+/- 180 meters Scaled)
 RJ0338
 RJ0338                          SUPERSEDED SURVEY CONTROL
 RJ0338
 RJ0338  NGVD 29 (??/??/92)  217.881  (m)          714.83   (f) ADJ UNCH    1 2
 RJ0338
 RJ0338.Superseded values are not recommended for survey control.
 RJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0338.See file dsdata.txt to determine how the superseded data were derived.
 RJ0338
 RJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS237338(NAD 83)
 RJ0338_MARKER: DB = BENCH MARK DISK
 RJ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0338_STAMPING: J 45 1934
 RJ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0338+STABILITY: SURFACE MOTION
 RJ0338
 RJ0338  HISTORY     - Date     Condition        Report By
 RJ0338  HISTORY     - 1934     MONUMENTED       CGS
 RJ0338  HISTORY     - 1935     GOOD             NGS
 RJ0338
 RJ0338                          STATION DESCRIPTION
 RJ0338
 RJ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0338'6 MI E FROM NEWBERRY.
 RJ0338'6.0 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0338'RAILWAY FROM NEWBERRY, LUCE COUNTY, AT MILEPOST 53, AND 40 FEET
 RJ0338'SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED J 45 1934 AND SET
 RJ0338'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0041 ***********************************************************************
 RK0041  DESIGNATION -  J 46
 RK0041  PID         -  RK0041
 RK0041  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0041  USGS QUAD   -  WALSH (1972)
 RK0041
 RK0041                         *CURRENT SURVEY CONTROL
 RK0041  ___________________________________________________________________
 RK0041* NAD 83(1986)-  46 20 44.     (N)    086 14 50.     (W)     SCALED    
 RK0041* NAVD 88     -       242.606  (meters)     795.95   (feet)  ADJUSTED  
 RK0041  ___________________________________________________________________
 RK0041  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 RK0041  DYNAMIC HT  -         242.623 (meters)     796.01  (feet)  COMP
 RK0041  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 RK0041
 RK0041  VERT ORDER  -  FIRST     CLASS II
 RK0041
 RK0041.The horizontal coordinates were scaled from a topographic map and have
 RK0041.an estimated accuracy of +/- 6 seconds.
 RK0041
 RK0041.The orthometric height was determined by differential leveling
 RK0041.and adjusted by the National Geodetic Survey in June 1991..
 RK0041
 RK0041.The geoid height was determined by GEOID03.
 RK0041
 RK0041.The dynamic height is computed by dividing the NAVD 88
 RK0041.geopotential number by the normal gravity value computed on the
 RK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0041.degrees latitude (g = 980.6199 gals.).
 RK0041
 RK0041.The modeled gravity was interpolated from observed gravity values.
 RK0041
 RK0041;                    North         East    Units  Estimated Accuracy
 RK0041;SPC MI N     -   173,910.    8,057,940.      MT  (+/- 180 meters Scaled)
 RK0041
 RK0041                          SUPERSEDED SURVEY CONTROL
 RK0041
 RK0041  NGVD 29 (??/??/92)  242.569  (m)          795.83   (f) ADJ UNCH    1 2
 RK0041
 RK0041.Superseded values are not recommended for survey control.
 RK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0041.See file dsdata.txt to determine how the superseded data were derived.
 RK0041
 RK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES579327(NAD 83)
 RK0041_MARKER: DB = BENCH MARK DISK
 RK0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0041_STAMPING: J 46 1934
 RK0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0041+STABILITY: SURFACE MOTION
 RK0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0041+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RK0041
 RK0041  HISTORY     - Date     Condition        Report By
 RK0041  HISTORY     - 1934     MONUMENTED       CGS
 RK0041  HISTORY     - 1964     GOOD             NGS
 RK0041  HISTORY     - 19950530 GOOD             USPSQD
 RK0041  HISTORY     - 20040920 GOOD             USPSQD
 RK0041  HISTORY     - 20060911 GOOD             USPSQD
 RK0041
 RK0041                          STATION DESCRIPTION
 RK0041
 RK0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RK0041'1.5 MI E FROM CREIGHTON.
 RK0041'1.5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATE
 RK0041'HIGHWAY M 28 CONCRETE BRIDGE OVER CREIGHTON CREEK AT CREIGHTON,
 RK0041'IN S 368 T 46 N, R 16 W, 104 1/2 FEET SOUTH OF THE CENTER LINE
 RK0041'OF THE HIGHWAY, 67 FEET NORTHWEST ACROSS THE TRACK FROM MILEPOST
 RK0041'94, 41 1/2 FEET NORTH OF THE NORTH RAIL, 1.2 FEET EAST OF A
 RK0041'METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE
 RK0041'TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RK0041
 RK0041                          STATION RECOVERY (1995)
 RK0041
 RK0041'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0041'RECOVERED IN GOOD CONDITION.
 RK0041
 RK0041                          STATION RECOVERY (2004)
 RK0041
 RK0041'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0041'RECOVERED IN GOOD CONDITION.
 RK0041
 RK0041                          STATION RECOVERY (2006)
 RK0041
 RK0041'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0140 ***********************************************************************
 RK0140  DESIGNATION -  J 47
 RK0140  PID         -  RK0140
 RK0140  STATE/COUNTY-  MI/ALGER
 RK0140  USGS QUAD   -  SAND RIVER (1985)
 RK0140
 RK0140                         *CURRENT SURVEY CONTROL
 RK0140  ___________________________________________________________________
 RK0140* NAD 83(1986)-  46 29 12.     (N)    087 04 29.     (W)     SCALED    
 RK0140* NAVD 88     -       215.556  (meters)     707.20   (feet)  ADJUSTED  
 RK0140  ___________________________________________________________________
 RK0140  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 RK0140  DYNAMIC HT  -         215.570 (meters)     707.25  (feet)  COMP
 RK0140  MODELED GRAV-     980,674.1   (mgal)                       NAVD 88
 RK0140
 RK0140  VERT ORDER  -  FIRST     CLASS II
 RK0140
 RK0140.The horizontal coordinates were scaled from a topographic map and have
 RK0140.an estimated accuracy of +/- 6 seconds.
 RK0140
 RK0140.The orthometric height was determined by differential leveling
 RK0140.and adjusted by the National Geodetic Survey in June 1991..
 RK0140
 RK0140.The geoid height was determined by GEOID03.
 RK0140
 RK0140.The dynamic height is computed by dividing the NAVD 88
 RK0140.geopotential number by the normal gravity value computed on the
 RK0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0140.degrees latitude (g = 980.6199 gals.).
 RK0140
 RK0140.The modeled gravity was interpolated from observed gravity values.
 RK0140
 RK0140;                    North         East    Units  Estimated Accuracy
 RK0140;SPC MI N     -   189,320.    7,994,260.      MT  (+/- 180 meters Scaled)
 RK0140
 RK0140                          SUPERSEDED SURVEY CONTROL
 RK0140
 RK0140  NGVD 29 (??/??/92)  215.526  (m)          707.10   (f) ADJ UNCH    1 2
 RK0140
 RK0140.Superseded values are not recommended for survey control.
 RK0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0140.See file dsdata.txt to determine how the superseded data were derived.
 RK0140
 RK0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS942481(NAD 83)
 RK0140_MARKER: DB = BENCH MARK DISK
 RK0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0140_STAMPING: J 47 1934
 RK0140_MARK LOGO: CGS   
 RK0140_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0140+STABILITY: SURFACE MOTION
 RK0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0140+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1998
 RK0140
 RK0140  HISTORY     - Date     Condition        Report By
 RK0140  HISTORY     - 1934     MONUMENTED       CGS
 RK0140  HISTORY     - 1935     GOOD             NGS
 RK0140  HISTORY     - 19980413 GOOD             NGS
 RK0140  HISTORY     - 20060816 GOOD             GEOCAC
 RK0140
 RK0140                          STATION DESCRIPTION
 RK0140
 RK0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0140'1.7 MI W FROM DEERTON.
 RK0140'1.7 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0140'RAILWAY FROM THE STATION AT DEERTON, ALGER COUNTY, 1-1/2 RAILS
 RK0140'EAST OF A ROAD CROSSING, 30 FEET NORTH OF THE NORTHWEST CORNER
 RK0140'OF A WOODEN RAIL FENCE, 15 FEET SOUTH OF THE CENTERLINE OF THE
 RK0140'TRACK, 5 FEET EAST OF A POLE, AND IN LINE WITH THE ROW OF POLES.
 RK0140'A STANDARD DISK, STAMPED J 47 1934 AND SET IN THE TOP OF A
 RK0140'CONCRETE POST.
 RK0140
 RK0140                          STATION RECOVERY (1998)
 RK0140
 RK0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0140'STATION WAS RECOVERED IN GOOD CONDITION.  AS I TRAVELED INTO THIS
 RK0140'STATION USING A FOUR WHEEL DRIVE ATV WITHOUT AN ODOMETER AND WALKING,
 RK0140'NO MILEAGE CHECKS WERE MADE AT THIS TIME.  A NEW WITNESS POST WAS
 RK0140'DRIVEN BY THE STATION TO AID IN MARKING IT WHEN THEY TURN THE TRACKS
 RK0140'INTO A RAILS TO TRAILS PROJECT AND REMOVE THE TRACKS.  RECOVERED BY
 RK0140'RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RK0140
 RK0140                          STATION RECOVERY (2006)
 RK0140
 RK0140'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0140'RAILROAD TRACK AND ASSOCIATED REFERENCES HAVE NOW BEEN REMOVED. MARK
 RK0140'IS IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF WHITEFISH ROAD AND
 RK0140'THE RAILROAD GRADE. COORDINATES FROM HH2 RECEIVER 46 29 13.6 (N) 087
 RK0140'04 29.2 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0258 ***********************************************************************
 RL0258  DESIGNATION -  J 49
 RL0258  PID         -  RL0258
 RL0258  STATE/COUNTY-  MI/HOUGHTON
 RL0258  USGS QUAD   -  MARTEN LAKE (1985)
 RL0258
 RL0258                         *CURRENT SURVEY CONTROL
 RL0258  ___________________________________________________________________
 RL0258* NAD 83(1986)-  46 29 55.     (N)    088 44 43.     (W)     SCALED    
 RL0258* NAVD 88     -       417.088  (meters)    1368.40   (feet)  ADJUSTED  
 RL0258  ___________________________________________________________________
 RL0258  GEOID HEIGHT-         -32.52  (meters)                     GEOID03
 RL0258  DYNAMIC HT  -         417.100 (meters)    1368.44  (feet)  COMP
 RL0258  MODELED GRAV-     980,629.9   (mgal)                       NAVD 88
 RL0258
 RL0258  VERT ORDER  -  FIRST     CLASS II
 RL0258
 RL0258.The horizontal coordinates were scaled from a topographic map and have
 RL0258.an estimated accuracy of +/- 6 seconds.
 RL0258
 RL0258.The orthometric height was determined by differential leveling
 RL0258.and adjusted by the National Geodetic Survey in June 1991..
 RL0258
 RL0258.The geoid height was determined by GEOID03.
 RL0258
 RL0258.The dynamic height is computed by dividing the NAVD 88
 RL0258.geopotential number by the normal gravity value computed on the
 RL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0258.degrees latitude (g = 980.6199 gals.).
 RL0258
 RL0258.The modeled gravity was interpolated from observed gravity values.
 RL0258
 RL0258;                    North         East    Units  Estimated Accuracy
 RL0258;SPC MI N     -   192,120.    7,866,050.      MT  (+/- 180 meters Scaled)
 RL0258
 RL0258                          SUPERSEDED SURVEY CONTROL
 RL0258
 RL0258  NGVD 29 (??/??/92)  417.096  (m)         1368.42   (f) ADJ UNCH    1 2
 RL0258
 RL0258.Superseded values are not recommended for survey control.
 RL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0258.See file dsdata.txt to determine how the superseded data were derived.
 RL0258
 RL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS660509(NAD 83)
 RL0258_MARKER: DB = BENCH MARK DISK
 RL0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0258_STAMPING: J 49 1934
 RL0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0258+STABILITY: SURFACE MOTION
 RL0258
 RL0258  HISTORY     - Date     Condition        Report By
 RL0258  HISTORY     - 1934     MONUMENTED       CGS
 RL0258  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0258
 RL0258                          STATION DESCRIPTION
 RL0258
 RL0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0258'2.2 MI W FROM SIDNAW.
 RL0258'2.2 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0258'RAILROAD FROM THE STATION A SIDNAW, HOUGHTON COUNTY, 15 FEET
 RL0258'EAST OF MILEPOST 226, 45 FEET NORTH OF THE CENTERLINE OF THE
 RL0258'TRACK, AND 5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 RL0258'DISK, STAMPED J 49 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0258'PROJECTING 8 INCHES ABOVE GROUND.
 RL0258
 RL0258                          STATION RECOVERY (1985)
 RL0258
 RL0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0711 ***********************************************************************
 RL0711  DESIGNATION -  J 50
 RL0711  PID         -  RL0711
 RL0711  STATE/COUNTY-  MI/ONTONAGON
 RL0711  USGS QUAD   -  
 RL0711
 RL0711                         *CURRENT SURVEY CONTROL
 RL0711  ___________________________________________________________________
 RL0711* NAD 83(1986)-  46 33 44.     (N)    089 25 40.     (W)     SCALED    
 RL0711* NAVD 88     -       379.236  (meters)    1244.21   (feet)  ADJUSTED  
 RL0711  ___________________________________________________________________
 RL0711  GEOID HEIGHT-         -31.37  (meters)                     GEOID03
 RL0711  DYNAMIC HT  -         379.253 (meters)    1244.27  (feet)  COMP
 RL0711  MODELED GRAV-     980,646.3   (mgal)                       NAVD 88
 RL0711
 RL0711  VERT ORDER  -  FIRST     CLASS II
 RL0711
 RL0711.The horizontal coordinates were scaled from a topographic map and have
 RL0711.an estimated accuracy of +/- 6 seconds.
 RL0711
 RL0711.The orthometric height was determined by differential leveling
 RL0711.and adjusted by the National Geodetic Survey in June 1991..
 RL0711
 RL0711.The geoid height was determined by GEOID03.
 RL0711
 RL0711.The dynamic height is computed by dividing the NAVD 88
 RL0711.geopotential number by the normal gravity value computed on the
 RL0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0711.degrees latitude (g = 980.6199 gals.).
 RL0711
 RL0711.The modeled gravity was interpolated from observed gravity values.
 RL0711
 RL0711;                    North         East    Units  Estimated Accuracy
 RL0711;SPC MI N     -   200,560.    7,813,900.      MT  (+/- 180 meters Scaled)
 RL0711
 RL0711                          SUPERSEDED SURVEY CONTROL
 RL0711
 RL0711  NGVD 29 (??/??/92)  379.221  (m)         1244.16   (f) ADJ UNCH    1 2
 RL0711
 RL0711.Superseded values are not recommended for survey control.
 RL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0711.See file dsdata.txt to determine how the superseded data were derived.
 RL0711
 RL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS139593(NAD 83)
 RL0711_MARKER: DB = BENCH MARK DISK
 RL0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0711_STAMPING: J 50 1934
 RL0711_MARK LOGO: CGS   
 RL0711_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0711+STABILITY: SURFACE MOTION
 RL0711
 RL0711  HISTORY     - Date     Condition        Report By
 RL0711  HISTORY     - 1934     MONUMENTED       CGS
 RL0711  HISTORY     - 1948     GOOD             NGS
 RL0711  HISTORY     - 1985     GOOD             NGS
 RL0711  HISTORY     - 1987     GOOD             USPSQD
 RL0711  HISTORY     - 19960626 GOOD             USPSQD
 RL0711  HISTORY     - 20010615 GOOD             USPSQD
 RL0711  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0711
 RL0711                          STATION DESCRIPTION
 RL0711
 RL0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0711'2 MI E FROM TOPAZ.
 RL0711'ABOUT 2.0 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0711'RAILWAY FROM THE ROAD CROSSING AT TOPAZ, ABOUT 0.35 MILE EAST
 RL0711'OF MILE POST 263, SET BETWEEN THE RAILWAY AND STATE HIGHWAY 28,
 RL0711'48 FEET NORTH OF THE NORTH RAIL, 61 FEET SOUTH OF THE CENTER
 RL0711'LINE OF THE HIGHWAY, 25 FEET EAST OF TELEGRAPH POLE NO. 4455,
 RL0711'96 FEET SOUTHEAST AND ACROSS HIGHWAY FROM THE EAST END OF A
 RL0711'14-INCH PIPE CULVERT UNDER DRIVE WAY NORTH, 1 FOOT SOUTH OF AN
 RL0711'EAST-WEST FENCE LINE, 1 FOOT BELOW THE HIGHWAY AND SET IN THE
 RL0711'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0711
 RL0711                          STATION RECOVERY (1985)
 RL0711
 RL0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0711'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.8 KM
 RL0711'(12.3 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0711'HIGHWAY 45 IN BRUCE CROSSING, 18.6 M (61.0 FT) SOUTHWEST OF THE
 RL0711'CENTERLINE OF THE HIGHWAY, 14.7 M (48.2 FT) NORTHEAST OF THE NEAR RAIL
 RL0711'OF THE SOO LINE RAILROAD, AND 14.5 M (47.6 FT) EAST OF THE EXTENDED
 RL0711'CENTER OF A DRIVEWAY LEADING NORTH TO THE HILBORN RESIDENCE.
 RL0711'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RL0711'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 RL0711
 RL0711                          STATION RECOVERY (1987)
 RL0711
 RL0711'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0711'RECOVERED IN GOOD CONDITION.
 RL0711
 RL0711                          STATION RECOVERY (1996)
 RL0711
 RL0711'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0711'RECOVERED IN GOOD CONDITION.
 RL0711
 RL0711                          STATION RECOVERY (2001)
 RL0711
 RL0711'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0711'RECOVERED IN GOOD CONDITION.
 RL0711
 RL0711                          STATION RECOVERY (2004)
 RL0711
 RL0711'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0367 ***********************************************************************
 RJ0367  DESIGNATION -  J 51
 RJ0367  PID         -  RJ0367
 RJ0367  STATE/COUNTY-  MI/CHIPPEWA
 RJ0367  USGS QUAD   -  TROUT LAKE (1964)
 RJ0367
 RJ0367                         *CURRENT SURVEY CONTROL
 RJ0367  ___________________________________________________________________
 RJ0367* NAD 83(1986)-  46 12 16.     (N)    085 02 43.     (W)     SCALED    
 RJ0367* NAVD 88     -       262.850  (meters)     862.37   (feet)  ADJUSTED  
 RJ0367  ___________________________________________________________________
 RJ0367  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 RJ0367  DYNAMIC HT  -         262.866 (meters)     862.42  (feet)  COMP
 RJ0367  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RJ0367
 RJ0367  VERT ORDER  -  FIRST     CLASS II
 RJ0367
 RJ0367.The horizontal coordinates were scaled from a topographic map and have
 RJ0367.an estimated accuracy of +/- 6 seconds.
 RJ0367
 RJ0367.The orthometric height was determined by differential leveling
 RJ0367.and adjusted by the National Geodetic Survey in June 1991..
 RJ0367
 RJ0367.The geoid height was determined by GEOID03.
 RJ0367
 RJ0367.The dynamic height is computed by dividing the NAVD 88
 RJ0367.geopotential number by the normal gravity value computed on the
 RJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0367.degrees latitude (g = 980.6199 gals.).
 RJ0367
 RJ0367.The modeled gravity was interpolated from observed gravity values.
 RJ0367
 RJ0367;                    North         East    Units  Estimated Accuracy
 RJ0367;SPC MI N     -   159,810.    8,150,830.      MT  (+/- 180 meters Scaled)
 RJ0367
 RJ0367                          SUPERSEDED SURVEY CONTROL
 RJ0367
 RJ0367  NGVD 29 (??/??/92)  262.840  (m)          862.33   (f) ADJ UNCH    1 2
 RJ0367
 RJ0367.Superseded values are not recommended for survey control.
 RJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0367.See file dsdata.txt to determine how the superseded data were derived.
 RJ0367
 RJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS507186(NAD 83)
 RJ0367_MARKER: DB = BENCH MARK DISK
 RJ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0367_STAMPING: J 51 1934
 RJ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0367+STABILITY: SURFACE MOTION
 RJ0367
 RJ0367  HISTORY     - Date     Condition        Report By
 RJ0367  HISTORY     - 1934     MONUMENTED       CGS
 RJ0367  HISTORY     - 1960     MARK NOT FOUND   NGS
 RJ0367
 RJ0367                          STATION DESCRIPTION
 RJ0367
 RJ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RJ0367'1.3 MI NW FROM TROUT LAKE.
 RJ0367'1.3 MILES NORTHWEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0367'RAILWAY FROM TROUT LAKE, CHIPPEWA COUNTY, 3 RAILS SOUTHEAST
 RJ0367'OF MILEPOST 29, AT THE NORTHWEST END OF A SMALL CUT, AND 20 FEET
 RJ0367'NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RJ0367'STAMPED J 51 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0367'PROJECTING 1/2 FOOT ABOVE GROUND.  NOTE-- MILEPOST HAS
 RJ0367'APPARENTLY BEEN MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0216 ***********************************************************************
 QK0216  DESIGNATION -  J 52
 QK0216  PID         -  QK0216
 QK0216  STATE/COUNTY-  MI/MACKINAC
 QK0216  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0216
 QK0216                         *CURRENT SURVEY CONTROL
 QK0216  ___________________________________________________________________
 QK0216* NAD 83(1986)-  45 55 53.     (N)    084 44 55.     (W)     SCALED    
 QK0216* NAVD 88     -       187.793  (meters)     616.12   (feet)  ADJUSTED  
 QK0216  ___________________________________________________________________
 QK0216  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0216  DYNAMIC HT  -         187.801 (meters)     616.14  (feet)  COMP
 QK0216  MODELED GRAV-     980,655.5   (mgal)                       NAVD 88
 QK0216
 QK0216  VERT ORDER  -  FIRST     CLASS 0
 QK0216
 QK0216.The horizontal coordinates were scaled from a topographic map and have
 QK0216.an estimated accuracy of +/- 6 seconds.
 QK0216
 QK0216.The orthometric height was determined by differential leveling
 QK0216.and adjusted by the National Geodetic Survey in June 1991..
 QK0216.WARNING-Repeat measurements at this control monument indicate possible
 QK0216.vertical movement.
 QK0216
 QK0216.The geoid height was determined by GEOID03.
 QK0216
 QK0216.The dynamic height is computed by dividing the NAVD 88
 QK0216.geopotential number by the normal gravity value computed on the
 QK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0216.degrees latitude (g = 980.6199 gals.).
 QK0216
 QK0216.The modeled gravity was interpolated from observed gravity values.
 QK0216
 QK0216;                    North         East    Units  Estimated Accuracy
 QK0216;SPC MI N     -   130,080.    8,174,580.      MT  (+/- 180 meters Scaled)
 QK0216
 QK0216                          SUPERSEDED SURVEY CONTROL
 QK0216
 QK0216  NGVD 29 (??/??/92)  187.755  (m)          615.99   (f) ADJ UNCH    1 0
 QK0216
 QK0216.Superseded values are not recommended for survey control.
 QK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0216.See file dsdata.txt to determine how the superseded data were derived.
 QK0216
 QK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR745888(NAD 83)
 QK0216_MARKER: DB = BENCH MARK DISK
 QK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0216+STABILITY: SURFACE MOTION
 QK0216
 QK0216  HISTORY     - Date     Condition        Report By
 QK0216  HISTORY     - 1934     MONUMENTED       CGS
 QK0216  HISTORY     - 1973     GOOD             USLS
 QK0216  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0216  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0216  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0216
 QK0216                          STATION DESCRIPTION
 QK0216
 QK0216'DESCRIBED BY US LAKE SURVEY 1973
 QK0216'3.5 MI N FROM ST IGNACE.
 QK0216'ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY IS IN
 QK0216'MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ALONG STATE
 QK0216'STREET FROM THE POST OFFICE AT ST. IGNACE TO INTERSECTION OF
 QK0216'STATE STREET AND THE OLD MACKINAC TRAIL (CO. RD. 412), THENCE
 QK0216'NORTHERLY 2.5 MILES ON OLD MACKINAC TRAIL TO FOLEY CREEK, 45
 QK0216'FEET WESTERLY OF BRIDGE OVER CREEK, 33 FEET SOUTHWEST OF
 QK0216'CENTERLINE OF OLD MACKINAC TRAIL, 6.5 FEET NORTHERLY OF 12-INCH
 QK0216'ELM, 1/2-FOOT ABOVE THE GROUND, BEING HIGHEST POINT OVER CROSS
 QK0216'AT CENTER OF BRONZE DISC SET INTO TOP OF A CONCRETE POST.
 QK0216'NOTE-- PREV. DESIG. J 52 1934.
 QK0216
 QK0216                          STATION RECOVERY (1983)
 QK0216
 QK0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0216'NOT RECOVERED, PROBABLY DESTROYED BY ROAD CONSTRUCTION.
 QK0216
 QK0216                          STATION RECOVERY (1995)
 QK0216
 QK0216'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0216'MARK NOT FOUND.
 QK0216
 QK0216                          STATION RECOVERY (2002)
 QK0216
 QK0216'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0001 ***********************************************************************
 QL0001  DESIGNATION -  J 54
 QL0001  PID         -  QL0001
 QL0001  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0001  USGS QUAD   -  GULLIVER (1972)
 QL0001
 QL0001                         *CURRENT SURVEY CONTROL
 QL0001  ___________________________________________________________________
 QL0001* NAD 83(1986)-  45 59 35.     (N)    086 00 28.     (W)     SCALED    
 QL0001* NAVD 88     -       189.238  (meters)     620.86   (feet)  ADJUSTED  
 QL0001  ___________________________________________________________________
 QL0001  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QL0001  DYNAMIC HT  -         189.246 (meters)     620.88  (feet)  COMP
 QL0001  MODELED GRAV-     980,652.9   (mgal)                       NAVD 88
 QL0001
 QL0001  VERT ORDER  -  FIRST     CLASS 0
 QL0001
 QL0001.The horizontal coordinates were scaled from a topographic map and have
 QL0001.an estimated accuracy of +/- 6 seconds.
 QL0001
 QL0001.The orthometric height was determined by differential leveling
 QL0001.and adjusted by the National Geodetic Survey in June 1991..
 QL0001.WARNING-Repeat measurements at this control monument indicate possible
 QL0001.vertical movement.
 QL0001
 QL0001.The geoid height was determined by GEOID03.
 QL0001
 QL0001.The dynamic height is computed by dividing the NAVD 88
 QL0001.geopotential number by the normal gravity value computed on the
 QL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0001.degrees latitude (g = 980.6199 gals.).
 QL0001
 QL0001.The modeled gravity was interpolated from observed gravity values.
 QL0001
 QL0001;                    North         East    Units  Estimated Accuracy
 QL0001;SPC MI N     -   134,940.    8,076,860.      MT  (+/- 180 meters Scaled)
 QL0001
 QL0001                          SUPERSEDED SURVEY CONTROL
 QL0001
 QL0001  NGVD 29 (??/??/92)  189.148  (m)          620.56   (f) ADJ UNCH    1 0
 QL0001
 QL0001.Superseded values are not recommended for survey control.
 QL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0001.See file dsdata.txt to determine how the superseded data were derived.
 QL0001
 QL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER768937(NAD 83)
 QL0001_MARKER: DB = BENCH MARK DISK
 QL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0001_STAMPING: J 54 1934
 QL0001_MARK LOGO: NGS   
 QL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0001+STABILITY: SURFACE MOTION
 QL0001
 QL0001  HISTORY     - Date     Condition        Report By
 QL0001  HISTORY     - 1934     MONUMENTED       CGS
 QL0001  HISTORY     - 1972     GOOD             NGS
 QL0001  HISTORY     - 1975     GOOD             NOS
 QL0001
 QL0001                          STATION DESCRIPTION
 QL0001
 QL0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0001'0.5 MI E FROM GULLIVER.
 QL0001'ABOUT 0.5 MILE EAST ALONG THE MINNEAPOLIS, ST PAUL AND SAULT
 QL0001'STE MARIE RAILROAD FROM THE STATION AT GULLIVER, 82 FEET
 QL0001'NORTHEAST OF AND ACROSS THE TRACK FROM MILEPOST 399, 86 FEET
 QL0001'SOUTHEAST OF TELEPHONE POLE 1844, 25.8 FEET NORTH OF THE NORTH
 QL0001'RAIL, 2 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 QL0001'TOP OF A CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE LEVEL
 QL0001'OF THE GROUND.  SEC 36, T42N, R 14W.  NOTE-- POST IS LOOSE IN
 QL0001'THE GROUND, SHOULD PROBABLY BE USED WITH CAUTION.  MUSKEG TYPE SOIL.
 QL0001
 QL0001                          STATION RECOVERY (1975)
 QL0001
 QL0001'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0070 ***********************************************************************
 RK0070  DESIGNATION -  J 55
 RK0070  PID         -  RK0070
 RK0070  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0070  USGS QUAD   -  
 RK0070
 RK0070                         *CURRENT SURVEY CONTROL
 RK0070  ___________________________________________________________________
 RK0070* NAD 83(1986)-  46 18 09.     (N)    086 26 47.     (W)     SCALED    
 RK0070* NAVD 88     -       236.723  (meters)     776.65   (feet)  ADJUSTED  
 RK0070  ___________________________________________________________________
 RK0070  GEOID HEIGHT-         -34.98  (meters)                     GEOID03
 RK0070  DYNAMIC HT  -         236.740 (meters)     776.70  (feet)  COMP
 RK0070  MODELED GRAV-     980,680.3   (mgal)                       NAVD 88
 RK0070
 RK0070  VERT ORDER  -  SECOND    CLASS 0
 RK0070
 RK0070.The horizontal coordinates were scaled from a topographic map and have
 RK0070.an estimated accuracy of +/- 6 seconds.
 RK0070
 RK0070.The orthometric height was determined by differential leveling
 RK0070.and adjusted by the National Geodetic Survey in June 1991..
 RK0070
 RK0070.The geoid height was determined by GEOID03.
 RK0070
 RK0070.The dynamic height is computed by dividing the NAVD 88
 RK0070.geopotential number by the normal gravity value computed on the
 RK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0070.degrees latitude (g = 980.6199 gals.).
 RK0070
 RK0070.The modeled gravity was interpolated from observed gravity values.
 RK0070
 RK0070;                    North         East    Units  Estimated Accuracy
 RK0070;SPC MI N     -   169,000.    8,042,650.      MT  (+/- 180 meters Scaled)
 RK0070
 RK0070                          SUPERSEDED SURVEY CONTROL
 RK0070
 RK0070  NGVD 29 (??/??/92)  236.691  (m)          776.54   (f) ADJ UNCH    2 0
 RK0070
 RK0070.Superseded values are not recommended for survey control.
 RK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0070.See file dsdata.txt to determine how the superseded data were derived.
 RK0070
 RK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES426278(NAD 83)
 RK0070_MARKER: DB = BENCH MARK DISK
 RK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0070_STAMPING: J 55 1934
 RK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0070+STABILITY: SURFACE MOTION
 RK0070
 RK0070  HISTORY     - Date     Condition        Report By
 RK0070  HISTORY     - 1934     MONUMENTED       CGS
 RK0070  HISTORY     - 1955     GOOD             NGS
 RK0070  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0070
 RK0070                          STATION DESCRIPTION
 RK0070
 RK0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RK0070'3.4 MI S FROM SHINGLETON.
 RK0070'IN SCHOOLCRAFT COUNTY, 3.4 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0070'FROM SHINGLETON, ALGER COUNTY, 680 FEET NORTH OF NORTH BRANCH
 RK0070'OF STUTTS CREEK, 66 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 RK0070'AND 6 FEET NORTH OF AN 18 INCH PINE TREE, 6 FEET NORTH OF AN
 RK0070'30 INCH PINE TREE.  A STANDARD DISK, STAMPED J 55 1934 AND
 RK0070'SET IN THE TOP OF A CONCRETE POST.
 RK0070
 RK0070                          STATION RECOVERY (1980)
 RK0070
 RK0070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0070'DESCRIPTION SHOWS MARK TO BE IN THE EDGE OF A SWAMP. PROBABLY
 RK0070'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0079 ***********************************************************************
 QL0079  DESIGNATION -  J 56
 QL0079  PID         -  QL0079
 QL0079  STATE/COUNTY-  MI/DELTA
 QL0079  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0079
 QL0079                         *CURRENT SURVEY CONTROL
 QL0079  ___________________________________________________________________
 QL0079* NAD 83(1986)-  45 55 35.     (N)    086 32 05.     (W)     SCALED    
 QL0079* NAVD 88     -       188.819  (meters)     619.48   (feet)  ADJUSTED  
 QL0079  ___________________________________________________________________
 QL0079  GEOID HEIGHT-         -35.50  (meters)                     GEOID03
 QL0079  DYNAMIC HT  -         188.822 (meters)     619.49  (feet)  COMP
 QL0079  MODELED GRAV-     980,632.6   (mgal)                       NAVD 88
 QL0079
 QL0079  VERT ORDER  -  SECOND    CLASS 0
 QL0079
 QL0079.The horizontal coordinates were scaled from a topographic map and have
 QL0079.an estimated accuracy of +/- 6 seconds.
 QL0079
 QL0079.The orthometric height was determined by differential leveling
 QL0079.and adjusted by the National Geodetic Survey in June 1991..
 QL0079
 QL0079.The geoid height was determined by GEOID03.
 QL0079
 QL0079.The dynamic height is computed by dividing the NAVD 88
 QL0079.geopotential number by the normal gravity value computed on the
 QL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0079.degrees latitude (g = 980.6199 gals.).
 QL0079
 QL0079.The modeled gravity was interpolated from observed gravity values.
 QL0079
 QL0079;                    North         East    Units  Estimated Accuracy
 QL0079;SPC MI N     -   127,150.    8,036,090.      MT  (+/- 180 meters Scaled)
 QL0079
 QL0079                          SUPERSEDED SURVEY CONTROL
 QL0079
 QL0079  NGVD 29 (??/??/92)  188.808  (m)          619.45   (f) ADJ UNCH    2 0
 QL0079
 QL0079.Superseded values are not recommended for survey control.
 QL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0079.See file dsdata.txt to determine how the superseded data were derived.
 QL0079
 QL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER360859(NAD 83)
 QL0079_MARKER: DB = BENCH MARK DISK
 QL0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0079_STAMPING: J 56 1934
 QL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0079+STABILITY: SURFACE MOTION
 QL0079
 QL0079  HISTORY     - Date     Condition        Report By
 QL0079  HISTORY     - 1934     MONUMENTED       CGS
 QL0079
 QL0079                          STATION DESCRIPTION
 QL0079
 QL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0079'15.3 MI W FROM MANISTIQUE.
 QL0079'IN DELTA COUNTY, 15.3 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL
 QL0079'AND SAULT STE. MARIE RAILWAY FROM THE STATION AT MANISTIQUE,
 QL0079'SCHOOLCRAFT COUNTY, AT MILEAGE 371.4, AT A TRAIL CROSSING, 35
 QL0079'FEET EAST OF THE TRAIL, 12 FEET SOUTH OF THE CENTERLINE OF THE
 QL0079'MAIN TRACK, AND 5 FEET NORTHWEST OF A POLE.  A STANDARD DISK,
 QL0079'STAMPED J 56 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0265 ***********************************************************************
 RL0265  DESIGNATION -  J 57
 RL0265  PID         -  RL0265
 RL0265  STATE/COUNTY-  MI/IRON
 RL0265  USGS QUAD   -  IRON RIVER (1944)
 RL0265
 RL0265                         *CURRENT SURVEY CONTROL
 RL0265  ___________________________________________________________________
 RL0265* NAD 83(1986)-  46 00 54.     (N)    088 38 14.     (W)     SCALED    
 RL0265* NAVD 88     -       477.454  (meters)    1566.45   (feet)  ADJUSTED  
 RL0265  ___________________________________________________________________
 RL0265  GEOID HEIGHT-         -32.35  (meters)                     GEOID03
 RL0265  DYNAMIC HT  -         477.455 (meters)    1566.45  (feet)  COMP
 RL0265  MODELED GRAV-     980,601.2   (mgal)                       NAVD 88
 RL0265
 RL0265  VERT ORDER  -  SECOND    CLASS 0
 RL0265
 RL0265.The horizontal coordinates were scaled from a topographic map and have
 RL0265.an estimated accuracy of +/- 6 seconds.
 RL0265
 RL0265.The orthometric height was determined by differential leveling
 RL0265.and adjusted by the National Geodetic Survey in June 1991..
 RL0265
 RL0265.The geoid height was determined by GEOID03.
 RL0265
 RL0265.The dynamic height is computed by dividing the NAVD 88
 RL0265.geopotential number by the normal gravity value computed on the
 RL0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0265.degrees latitude (g = 980.6199 gals.).
 RL0265
 RL0265.The modeled gravity was interpolated from observed gravity values.
 RL0265
 RL0265;                    North         East    Units  Estimated Accuracy
 RL0265;SPC MI N     -   138,200.    7,873,230.      MT  (+/- 180 meters Scaled)
 RL0265
 RL0265                          SUPERSEDED SURVEY CONTROL
 RL0265
 RL0265  NGVD 29 (??/??/92)  477.452  (m)         1566.44   (f) ADJ UNCH    2 0
 RL0265
 RL0265.Superseded values are not recommended for survey control.
 RL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0265.See file dsdata.txt to determine how the superseded data were derived.
 RL0265
 RL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR732970(NAD 83)
 RL0265_MARKER: DB = BENCH MARK DISK
 RL0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0265_STAMPING: J 57 1934
 RL0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0265+STABILITY: SURFACE MOTION
 RL0265
 RL0265  HISTORY     - Date     Condition        Report By
 RL0265  HISTORY     - 1934     MONUMENTED       CGS
 RL0265  HISTORY     - 1969     MARK NOT FOUND   USGS
 RL0265  HISTORY     - 20010724 MARK NOT FOUND   MIDT
 RL0265
 RL0265                          STATION DESCRIPTION
 RL0265
 RL0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0265'3.8 MI SE FROM CASPIAN.
 RL0265'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 189 FROM CASPIAN, IRON
 RL0265'COUNTY, NORTH OF A COUNTY ROAD LEADING WEST, 1.7 MILES SOUTH OF
 RL0265'BENCH MARK K 57 BY STADIA, 2.3 MILES NORTH OF BENCH MARK H 57
 RL0265'BY STADIA, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 RL0265'2 FEET EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 57
 RL0265'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 RL0265'ABOVE GROUND.  NOTE-- PLOTS ON BACKSLOPE OF ROAD DITCH PROBABLY
 RL0265'DESTROYED BY ROAD MACHINERY.
 RL0265
 RL0265                          STATION RECOVERY (1969)
 RL0265
 RL0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 RL0265'MARK NOT FOUND.
 RL0265
 RL0265                          STATION RECOVERY (2001)
 RL0265
 RL0265'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0265'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. ASSUMED DESTROYED
 RL0265'BY ROAD OR UNDERGOUND CABLE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0093 ***********************************************************************
 RM0093  DESIGNATION -  J 58
 RM0093  PID         -  RM0093
 RM0093  STATE/COUNTY-  MI/GOGEBIC
 RM0093  USGS QUAD   -  IRONWOOD (1981)
 RM0093
 RM0093                         *CURRENT SURVEY CONTROL
 RM0093  ___________________________________________________________________
 RM0093* NAD 83(1986)-  46 27 34.     (N)    090 09 51.     (W)     SCALED    
 RM0093* NAVD 88     -       461.543  (meters)    1514.25   (feet)  ADJUSTED  
 RM0093  ___________________________________________________________________
 RM0093  GEOID HEIGHT-         -30.71  (meters)                     GEOID03
 RM0093  DYNAMIC HT  -         461.563 (meters)    1514.31  (feet)  COMP
 RM0093  MODELED GRAV-     980,641.2   (mgal)                       NAVD 88
 RM0093
 RM0093  VERT ORDER  -  FIRST     CLASS II
 RM0093
 RM0093.The horizontal coordinates were scaled from a topographic map and have
 RM0093.an estimated accuracy of +/- 6 seconds.
 RM0093
 RM0093.The orthometric height was determined by differential leveling
 RM0093.and adjusted by the National Geodetic Survey in June 1991..
 RM0093
 RM0093.The geoid height was determined by GEOID03.
 RM0093
 RM0093.The dynamic height is computed by dividing the NAVD 88
 RM0093.geopotential number by the normal gravity value computed on the
 RM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0093.degrees latitude (g = 980.6199 gals.).
 RM0093
 RM0093.The modeled gravity was interpolated from observed gravity values.
 RM0093
 RM0093;                    North         East    Units  Estimated Accuracy
 RM0093;SPC MI N     -   191,140.    7,757,020.      MT  (+/- 180 meters Scaled)
 RM0093
 RM0093                          SUPERSEDED SURVEY CONTROL
 RM0093
 RM0093  NGVD 29 (??/??/92)  461.548  (m)         1514.26   (f) ADJ UNCH    1 2
 RM0093
 RM0093.Superseded values are not recommended for survey control.
 RM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0093.See file dsdata.txt to determine how the superseded data were derived.
 RM0093
 RM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM177490(NAD 83)
 RM0093_MARKER: DB = BENCH MARK DISK
 RM0093_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RM0093_STAMPING: J 58 1934
 RM0093_MARK LOGO: CGS   
 RM0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0093
 RM0093  HISTORY     - Date     Condition        Report By
 RM0093  HISTORY     - 1934     MONUMENTED       CGS
 RM0093  HISTORY     - 1948     GOOD             NGS
 RM0093  HISTORY     - 1985     GOOD             NGS
 RM0093  HISTORY     - 1989     GOOD             USPSQD
 RM0093  HISTORY     - 20030502 MARK NOT FOUND   USPSQD
 RM0093  HISTORY     - 20040801 MARK NOT FOUND   USPSQD
 RM0093
 RM0093                          STATION DESCRIPTION
 RM0093
 RM0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0093'0.4 MI E FROM IRONWOOD.
 RM0093'AT IRONWOOD, ABOUT 0.4 MILE EAST ALONG THE CHICAGO AND NORTHWESTERN
 RM0093'RAILWAY FROM THE STATION, AT THE OVERPASS OF MANSFIELD STREET
 RM0093'OVER THE RAILWAY, (THE FIRST OVERPASS EAST OF STATION), SET
 RM0093'IN THE CENTER OF THE CONCRETE FOUNDATION FOR THE FIRST PIER
 RM0093'NORTH OF THE MAIN TRACK OF THE C. AND N.W. RY., 138 FEET
 RM0093'NORTHEAST OF THE NORTHEAST LEG OF A RAILROAD WATER TANK, 119
 RM0093'FEET NORTHWEST OF THE NORTHWEST CORNER OF A COAL SHUTE, ABOUT
 RM0093'35 YARDS SOUTH OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RM0093'MARIE RAILWAY (SOO LINE), 10.5 FEET NORTHWEST OF THE NORTHWEST
 RM0093'RAIL OF THE C. AND N. W. RY., AND ABOUT LEVEL WITH THE TRACK.
 RM0093
 RM0093                          STATION RECOVERY (1985)
 RM0093
 RM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0093'RECOVERED IN GOOD CONDITION.
 RM0093
 RM0093                          STATION RECOVERY (1989)
 RM0093
 RM0093'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0093'RECOVERED IN GOOD CONDITION.
 RM0093
 RM0093                          STATION RECOVERY (2003)
 RM0093
 RM0093'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0093'DESTROYED.  THE RAILROAD OVERPASS AT THE END OF MANSFIELD STREET WAS
 RM0093'REMOVED IN SEPTEMBER OF 1993 AS RECORDED IN A LOCAL NEWSPAPER PROVIDED
 RM0093'BY A NEIGHBOR.
 RM0093
 RM0093                          STATION RECOVERY (2004)
 RM0093
 RM0093'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0233 ***********************************************************************
 RL0233  DESIGNATION -  J 59
 RL0233  PID         -  RL0233
 RL0233  STATE/COUNTY-  MI/IRON
 RL0233  USGS QUAD   -  KELSO JUNCTION (1945)
 RL0233
 RL0233                         *CURRENT SURVEY CONTROL
 RL0233  ___________________________________________________________________
 RL0233* NAD 83(1986)-  46 11 44.     (N)    088 22 04.     (W)     SCALED    
 RL0233* NAVD 88     -       458.777  (meters)    1505.17   (feet)  ADJUSTED  
 RL0233  ___________________________________________________________________
 RL0233  GEOID HEIGHT-         -32.65  (meters)                     GEOID03
 RL0233  DYNAMIC HT  -         458.785 (meters)    1505.20  (feet)  COMP
 RL0233  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 RL0233
 RL0233  VERT ORDER  -  SECOND    CLASS 0
 RL0233
 RL0233.The horizontal coordinates were scaled from a topographic map and have
 RL0233.an estimated accuracy of +/- 6 seconds.
 RL0233
 RL0233.The orthometric height was determined by differential leveling
 RL0233.and adjusted by the National Geodetic Survey in June 1991..
 RL0233
 RL0233.The geoid height was determined by GEOID03.
 RL0233
 RL0233.The dynamic height is computed by dividing the NAVD 88
 RL0233.geopotential number by the normal gravity value computed on the
 RL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0233.degrees latitude (g = 980.6199 gals.).
 RL0233
 RL0233.The modeled gravity was interpolated from observed gravity values.
 RL0233
 RL0233;                    North         East    Units  Estimated Accuracy
 RL0233;SPC MI N     -   157,870.    7,894,440.      MT  (+/- 180 meters Scaled)
 RL0233
 RL0233                          SUPERSEDED SURVEY CONTROL
 RL0233
 RL0233  NGVD 29 (??/??/92)  458.764  (m)         1505.13   (f) ADJ UNCH    2 0
 RL0233
 RL0233.Superseded values are not recommended for survey control.
 RL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0233.See file dsdata.txt to determine how the superseded data were derived.
 RL0233
 RL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS944166(NAD 83)
 RL0233_MARKER: DB = BENCH MARK DISK
 RL0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0233_STAMPING: J 59 1934
 RL0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0233+STABILITY: SURFACE MOTION
 RL0233
 RL0233  HISTORY     - Date     Condition        Report By
 RL0233  HISTORY     - 1934     MONUMENTED       CGS
 RL0233
 RL0233                          STATION DESCRIPTION
 RL0233
 RL0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0233'1 MI S FROM BALSAM.
 RL0233'ABOUT 1 MILE SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0233'FROM BALSAM, IRON COUNTY, AT THE SOUTH END OF A CUT AND THE
 RL0233'NORTH END OF A 50-FOOT FILL, 20 FEET SOUTH OF A BALSAM ONE MILE
 RL0233'SIGN, AND 12 FEET EAST OF THE CENTERLINE OF THE TRACK.  A
 RL0233'STANDARD DISK, STAMPED J 59 1934 AND SET IN THE TOP OF A CONCRETE
 RL0233'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0202 ***********************************************************************
 RL0202  DESIGNATION -  J 60
 RL0202  PID         -  RL0202
 RL0202  STATE/COUNTY-  MI/DICKINSON
 RL0202  USGS QUAD   -  CHANNING (1975)
 RL0202
 RL0202                         *CURRENT SURVEY CONTROL
 RL0202  ___________________________________________________________________
 RL0202* NAD 83(1986)-  46 10 59.     (N)    088 04 28.     (W)     SCALED    
 RL0202* NAVD 88     -       427.670  (meters)    1403.11   (feet)  ADJUSTED  
 RL0202  ___________________________________________________________________
 RL0202  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 RL0202  DYNAMIC HT  -         427.668 (meters)    1403.11  (feet)  COMP
 RL0202  MODELED GRAV-     980,599.1   (mgal)                       NAVD 88
 RL0202
 RL0202  VERT ORDER  -  SECOND    CLASS 0
 RL0202
 RL0202.The horizontal coordinates were scaled from a topographic map and have
 RL0202.an estimated accuracy of +/- 6 seconds.
 RL0202
 RL0202.The orthometric height was determined by differential leveling
 RL0202.and adjusted by the National Geodetic Survey in June 1991..
 RL0202
 RL0202.The geoid height was determined by GEOID03.
 RL0202
 RL0202.The dynamic height is computed by dividing the NAVD 88
 RL0202.geopotential number by the normal gravity value computed on the
 RL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0202.degrees latitude (g = 980.6199 gals.).
 RL0202
 RL0202.The modeled gravity was interpolated from observed gravity values.
 RL0202
 RL0202;                    North         East    Units  Estimated Accuracy
 RL0202;SPC MI N     -   156,130.    7,917,060.      MT  (+/- 180 meters Scaled)
 RL0202
 RL0202                          SUPERSEDED SURVEY CONTROL
 RL0202
 RL0202  NGVD 29 (??/??/92)  427.638  (m)         1403.01   (f) ADJ UNCH    2 0
 RL0202
 RL0202.Superseded values are not recommended for survey control.
 RL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0202.See file dsdata.txt to determine how the superseded data were derived.
 RL0202
 RL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS170149(NAD 83)
 RL0202_MARKER: DB = BENCH MARK DISK
 RL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0202_STAMPING: J 60 1934
 RL0202_MARK LOGO: CGS   
 RL0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0202+STABILITY: SURFACE MOTION
 RL0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0202+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2000
 RL0202
 RL0202  HISTORY     - Date     Condition        Report By
 RL0202  HISTORY     - 1934     MONUMENTED       CGS
 RL0202  HISTORY     - 1955     GOOD             NGS
 RL0202  HISTORY     - 19901130 GOOD             LOCENG
 RL0202  HISTORY     - 20001011 GOOD             MIDT
 RL0202
 RL0202                          STATION DESCRIPTION
 RL0202
 RL0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RL0202'3.2 MI N FROM CHANNING.
 RL0202'3.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0202'PACIFIC RAILROAD FROM THE STATION AT CHANNING, DICKINSON COUNTY,
 RL0202'AT MILEAGE 318.5, 38 FEET EAST OF THE CENTERLINE OF THE MAIN
 RL0202'TRACK, 10 FEET WEST OF A FENCE, AND 3 FEET WEST OF A POLE.  A
 RL0202'STANDARD DISK, STAMPED J 60 1934 AND SET IN THE TOP OF A CONCRETE
 RL0202'POST.
 RL0202
 RL0202                          STATION RECOVERY (1990)
 RL0202
 RL0202'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1990
 RL0202'RECOVERED IN GOOD CONDITION.  NOTE--CENTERLINE OF RAILROAD TRACKS,
 RL0202'NORTHWEST 38.0 FT.  (11.6 M) SET 4-INCH BALSAM POST NORTHWEST 1.0 FT.
 RL0202'(0.3 M) CENTERLINE SAWYER LAKE ROAD SOUTHEAST 41.0 FT, (12.5 M)
 RL0202'WISCONSIN ELECTRIC POWER POLE NO 86-24201 SOUTH 85 DEGREES EAST 156.0
 RL0202'FT.  (47.5 M) REMAINS OF OLD TELEGRAPH POST EAST 3.0 FT.
 RL0202
 RL0202                          STATION RECOVERY (2000)
 RL0202
 RL0202'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0202'FROM THE POST OFFICE IN CHANNING, 0.3 MI N ALONG HWY 95, THENCE 2.95
 RL0202'MI N ALONG SAWYER LAKE ROAD TO THE MARK ON THE LEFT, MIDWAY BETWEEN 2
 RL0202'POWER POLES ON THE EAST (RIGHT) SIDE OF THE ROAD, 0.25 MI S OF A ROAD
 RL0202'CROSS CULVERT, 42 FT NW OF C/L SAWYER LAKE RD, 38 FT SE OF THE RR C/L,
 RL0202'1 FT NW OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0190 ***********************************************************************
 RK0190  DESIGNATION -  J 61
 RK0190  PID         -  RK0190
 RK0190  STATE/COUNTY-  MI/DICKINSON
 RK0190  USGS QUAD   -  RALPH SW (1986)
 RK0190
 RK0190                         *CURRENT SURVEY CONTROL
 RK0190  ___________________________________________________________________
 RK0190* NAD 83(1986)-  46 05 17.     (N)    087 58 42.     (W)     SCALED    
 RK0190* NAVD 88     -       408.219  (meters)    1339.30   (feet)  ADJUSTED  
 RK0190  ___________________________________________________________________
 RK0190  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 RK0190  DYNAMIC HT  -         408.217 (meters)    1339.29  (feet)  COMP
 RK0190  MODELED GRAV-     980,598.8   (mgal)                       NAVD 88
 RK0190
 RK0190  VERT ORDER  -  SECOND    CLASS 0
 RK0190
 RK0190.The horizontal coordinates were scaled from a topographic map and have
 RK0190.an estimated accuracy of +/- 6 seconds.
 RK0190
 RK0190.The orthometric height was determined by differential leveling
 RK0190.and adjusted by the National Geodetic Survey in June 1991..
 RK0190
 RK0190.The geoid height was determined by GEOID03.
 RK0190
 RK0190.The dynamic height is computed by dividing the NAVD 88
 RK0190.geopotential number by the normal gravity value computed on the
 RK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0190.degrees latitude (g = 980.6199 gals.).
 RK0190
 RK0190.The modeled gravity was interpolated from observed gravity values.
 RK0190
 RK0190;                    North         East    Units  Estimated Accuracy
 RK0190;SPC MI N     -   145,480.    7,924,340.      MT  (+/- 180 meters Scaled)
 RK0190
 RK0190                          SUPERSEDED SURVEY CONTROL
 RK0190
 RK0190  NGVD 29 (??/??/92)  408.20   (m)         1339.2    (f) COMPUTED    2 0
 RK0190
 RK0190.Superseded values are not recommended for survey control.
 RK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0190.See file dsdata.txt to determine how the superseded data were derived.
 RK0190
 RK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS243042(NAD 83)
 RK0190_MARKER: DB = BENCH MARK DISK
 RK0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0190_STAMPING: J 61 1934
 RK0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0190+STABILITY: SURFACE MOTION
 RK0190
 RK0190  HISTORY     - Date     Condition        Report By
 RK0190  HISTORY     - 1934     MONUMENTED       CGS
 RK0190
 RK0190                          STATION DESCRIPTION
 RK0190
 RK0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0190'4.6 MI E FROM SAGOLA.
 RK0190'ABOUT 4.6 MILES EAST ALONG THE ROAD LEADING TO RALPH FROM
 RK0190'SAGOLA, DICKINSON COUNTY, ABOUT 15 FEET WEST OF A TRAIL LEADING
 RK0190'SOUTH, AND 24 FEET SOUTH OF THE CENTER LINE OF THE ROAD.  A
 RK0190'STANDARD DISK, STAMPED J 61 1934 AND SET IN THE TOP OF A CONCRETE
 RK0190'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0191 ***********************************************************************
 RK0191  DESIGNATION -  J 61 RESET 1952
 RK0191  PID         -  RK0191
 RK0191  STATE/COUNTY-  MI/DICKINSON
 RK0191  USGS QUAD   -  RALPH SW (1986)
 RK0191
 RK0191                         *CURRENT SURVEY CONTROL
 RK0191  ___________________________________________________________________
 RK0191* NAD 83(1986)-  46 05 17.     (N)    087 58 42.     (W)     SCALED    
 RK0191* NAVD 88     -       408.23   (+/-2cm)    1339.3    (feet)  VERTCON   
 RK0191  ___________________________________________________________________
 RK0191  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 RK0191
 RK0191  VERT ORDER  -  THIRD (See Below)
 RK0191
 RK0191.The horizontal coordinates were scaled from a topographic map and have
 RK0191.an estimated accuracy of +/- 6 seconds.
 RK0191
 RK0191.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0191.The vertical order pertains to the NGVD 29 superseded value.
 RK0191
 RK0191.The geoid height was determined by GEOID03.
 RK0191
 RK0191;                    North         East    Units  Estimated Accuracy
 RK0191;SPC MI N     -   145,480.    7,924,340.      MT  (+/- 180 meters Scaled)
 RK0191
 RK0191                          SUPERSEDED SURVEY CONTROL
 RK0191
 RK0191  NGVD 29 (??/??/??)  408.21   (m)         1339.3    (f) RESET       3  
 RK0191
 RK0191.Superseded values are not recommended for survey control.
 RK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0191.See file dsdata.txt to determine how the superseded data were derived.
 RK0191
 RK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS243042(NAD 83)
 RK0191_MARKER: DB = BENCH MARK DISK
 RK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0191_STAMPING: J 61 1934
 RK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0191+STABILITY: SURFACE MOTION
 RK0191
 RK0191  HISTORY     - Date     Condition        Report By
 RK0191  HISTORY     - 1934     MONUMENTED       CGS
 RK0191  HISTORY     - 1952     GOOD             NGS
 RK0191
 RK0191                          STATION DESCRIPTION
 RK0191
 RK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RK0191'4.6 MI E FROM SAGOLA.
 RK0191'4.6 MILES EAST ALONG THE ROAD LEADING TO RALPH FROM SAGOLA,
 RK0191'DICKINSON COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 RK0191'TRAIL, 28.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 6
 RK0191'FEET WEST OF THE TRAIL.  IT PROJECTS 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0245 ***********************************************************************
 RL0245  DESIGNATION -  J 62
 RL0245  PID         -  RL0245
 RL0245  STATE/COUNTY-  MI/IRON
 RL0245  USGS QUAD   -  FORTUNE LAKES (1944)
 RL0245
 RL0245                         *CURRENT SURVEY CONTROL
 RL0245  ___________________________________________________________________
 RL0245* NAD 83(1986)-  46 06 36.     (N)    088 26 42.     (W)     SCALED    
 RL0245* NAVD 88     -       441.258  (meters)    1447.69   (feet)  ADJUSTED  
 RL0245  ___________________________________________________________________
 RL0245  GEOID HEIGHT-         -32.50  (meters)                     GEOID03
 RL0245  DYNAMIC HT  -         441.265 (meters)    1447.72  (feet)  COMP
 RL0245  MODELED GRAV-     980,618.1   (mgal)                       NAVD 88
 RL0245
 RL0245  VERT ORDER  -  SECOND    CLASS 0
 RL0245
 RL0245.The horizontal coordinates were scaled from a topographic map and have
 RL0245.an estimated accuracy of +/- 6 seconds.
 RL0245
 RL0245.The orthometric height was determined by differential leveling
 RL0245.and adjusted by the National Geodetic Survey in June 1991..
 RL0245
 RL0245.The geoid height was determined by GEOID03.
 RL0245
 RL0245.The dynamic height is computed by dividing the NAVD 88
 RL0245.geopotential number by the normal gravity value computed on the
 RL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0245.degrees latitude (g = 980.6199 gals.).
 RL0245
 RL0245.The modeled gravity was interpolated from observed gravity values.
 RL0245
 RL0245;                    North         East    Units  Estimated Accuracy
 RL0245;SPC MI N     -   148,470.    7,888,300.      MT  (+/- 180 meters Scaled)
 RL0245
 RL0245                          SUPERSEDED SURVEY CONTROL
 RL0245
 RL0245  NGVD 29 (??/??/92)  441.249  (m)         1447.66   (f) ADJ UNCH    2 0
 RL0245
 RL0245.Superseded values are not recommended for survey control.
 RL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0245.See file dsdata.txt to determine how the superseded data were derived.
 RL0245
 RL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS883072(NAD 83)
 RL0245_MARKER: DB = BENCH MARK DISK
 RL0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0245_STAMPING: J 62 1934
 RL0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0245+STABILITY: SURFACE MOTION
 RL0245
 RL0245  HISTORY     - Date     Condition        Report By
 RL0245  HISTORY     - 1934     MONUMENTED       CGS
 RL0245
 RL0245                          STATION DESCRIPTION
 RL0245
 RL0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0245'2.2 MI W FROM FORTUNE LAKE.
 RL0245'2.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0245'RAILROAD FROM FORTUNE LAKE, IRON COUNTY, 25 FEET EAST OF A
 RL0245'PRIVATE-ROAD CROSSING, AND 25 FEET SOUTH OF THE CENTERLINE OF THE
 RL0245'TRACK.  A STANDARD DISK, STAMPED J 62 1934 AND SET IN THE TOP
 RL0245'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0290 ***********************************************************************
 RL0290  DESIGNATION -  J 63
 RL0290  PID         -  RL0290
 RL0290  STATE/COUNTY-  MI/IRON
 RL0290  USGS QUAD   -  SMOKY LAKE (1981)
 RL0290
 RL0290                         *CURRENT SURVEY CONTROL
 RL0290  ___________________________________________________________________
 RL0290* NAD 83(1986)-  46 15 46.     (N)    088 59 17.     (W)     SCALED    
 RL0290* NAVD 88     -       493.984  (meters)    1620.68   (feet)  ADJUSTED  
 RL0290  ___________________________________________________________________
 RL0290  GEOID HEIGHT-         -31.55  (meters)                     GEOID03
 RL0290  DYNAMIC HT  -         493.990 (meters)    1620.70  (feet)  COMP
 RL0290  MODELED GRAV-     980,610.8   (mgal)                       NAVD 88
 RL0290
 RL0290  VERT ORDER  -  SECOND    CLASS 0
 RL0290
 RL0290.The horizontal coordinates were scaled from a topographic map and have
 RL0290.an estimated accuracy of +/- 6 seconds.
 RL0290
 RL0290.The orthometric height was determined by differential leveling
 RL0290.and adjusted by the National Geodetic Survey in June 1991..
 RL0290
 RL0290.The geoid height was determined by GEOID03.
 RL0290
 RL0290.The dynamic height is computed by dividing the NAVD 88
 RL0290.geopotential number by the normal gravity value computed on the
 RL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0290.degrees latitude (g = 980.6199 gals.).
 RL0290
 RL0290.The modeled gravity was interpolated from observed gravity values.
 RL0290
 RL0290;                    North         East    Units  Estimated Accuracy
 RL0290;SPC MI N     -   166,350.    7,846,760.      MT  (+/- 180 meters Scaled)
 RL0290
 RL0290                          SUPERSEDED SURVEY CONTROL
 RL0290
 RL0290  NGVD 29 (??/??/92)  493.998  (m)         1620.73   (f) ADJ UNCH    2 0
 RL0290
 RL0290.Superseded values are not recommended for survey control.
 RL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0290.See file dsdata.txt to determine how the superseded data were derived.
 RL0290
 RL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS467251(NAD 83)
 RL0290_MARKER: DB = BENCH MARK DISK
 RL0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0290_STAMPING: J 63 1934
 RL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0290+STABILITY: SURFACE MOTION
 RL0290
 RL0290  HISTORY     - Date     Condition        Report By
 RL0290  HISTORY     - 1934     MONUMENTED       CGS
 RL0290  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0290  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0290  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0290
 RL0290                          STATION DESCRIPTION
 RL0290
 RL0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0290'5.2 MI NW FROM ELMWOOD.
 RL0290'5.2 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0290'FROM ELMWOOD, IRON COUNTY, 20 FEET EAST OF MILEPOST POWERS 92,
 RL0290'AT THE FOOT OF A CUT, AND 12 FEET SOUTH OF THE CENTERLINE OF THE
 RL0290'TRACK.  A STANDARD DISK, STAMPED J 63 1934 AND SET IN THE TOP
 RL0290'OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 RL0290
 RL0290                          STATION RECOVERY (1978)
 RL0290
 RL0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0290'MARK NOT FOUND.
 RL0290
 RL0290                          STATION RECOVERY (1997)
 RL0290
 RL0290'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0290'MARK NOT FOUND.
 RL0290
 RL0290                          STATION RECOVERY (2002)
 RL0290
 RL0290'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0059 ***********************************************************************
 RL0059  DESIGNATION -  J 64
 RL0059  PID         -  RL0059
 RL0059  STATE/COUNTY-  MI/BARAGA
 RL0059  USGS QUAD   -  L'ANSE (1985)
 RL0059
 RL0059                         *CURRENT SURVEY CONTROL
 RL0059  ___________________________________________________________________
 RL0059* NAD 83(1986)-  46 49 48.     (N)    088 29 22.     (W)     SCALED    
 RL0059* NAVD 88     -       209.002  (meters)     685.70   (feet)  ADJUSTED  
 RL0059  ___________________________________________________________________
 RL0059  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 RL0059  DYNAMIC HT  -         209.014 (meters)     685.74  (feet)  COMP
 RL0059  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 RL0059
 RL0059  VERT ORDER  -  FIRST     CLASS II
 RL0059
 RL0059.The horizontal coordinates were scaled from a topographic map and have
 RL0059.an estimated accuracy of +/- 6 seconds.
 RL0059
 RL0059.The orthometric height was determined by differential leveling
 RL0059.and adjusted by the National Geodetic Survey in June 1991..
 RL0059
 RL0059.The geoid height was determined by GEOID03.
 RL0059
 RL0059.The dynamic height is computed by dividing the NAVD 88
 RL0059.geopotential number by the normal gravity value computed on the
 RL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0059.degrees latitude (g = 980.6199 gals.).
 RL0059
 RL0059.The modeled gravity was interpolated from observed gravity values.
 RL0059
 RL0059;                    North         East    Units  Estimated Accuracy
 RL0059;SPC MI N     -   228,550.    7,886,370.      MT  (+/- 180 meters Scaled)
 RL0059
 RL0059                          SUPERSEDED SURVEY CONTROL
 RL0059
 RL0059  NGVD 29 (??/??/92)  208.983  (m)          685.64   (f) ADJ UNCH    1 2
 RL0059
 RL0059.Superseded values are not recommended for survey control.
 RL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0059.See file dsdata.txt to determine how the superseded data were derived.
 RL0059
 RL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS864873(NAD 83)
 RL0059_MARKER: DB = BENCH MARK DISK
 RL0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0059_SP_SET: BRIDGE
 RL0059_STAMPING: J 64 1934
 RL0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0059
 RL0059  HISTORY     - Date     Condition        Report By
 RL0059  HISTORY     - 1934     MONUMENTED       CGS
 RL0059
 RL0059                          STATION DESCRIPTION
 RL0059
 RL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0059'2 MI S FROM KEWEENAW BAY.
 RL0059'2 MILES SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RL0059'FROM KEWEENAW BAY, BARAGA COUNTY, 0.1 MILE NORTH OF MILEPOST 26,
 RL0059'AT A BRIDGE, IN THE TOP OF THE SOUTHWEST WINGWALL, 3 FEET BACK
 RL0059'FROM THE SLOPING PART OF THE WALL, AND 3-1/2 FEET WEST OF THE
 RL0059'TRACK.  A STANDARD DISK, STAMPED J 64 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0013 ***********************************************************************
 SG0013  DESIGNATION -  J 65
 SG0013  PID         -  SG0013
 SG0013  STATE/COUNTY-  MI/HOUGHTON
 SG0013  USGS QUAD   -  LAURIUM (1975)
 SG0013
 SG0013                         *CURRENT SURVEY CONTROL
 SG0013  ___________________________________________________________________
 SG0013* NAD 83(1986)-  47 13 00.     (N)    088 28 10.     (W)     SCALED    
 SG0013* NAVD 88     -       364.164  (meters)    1194.76   (feet)  ADJUSTED  
 SG0013  ___________________________________________________________________
 SG0013  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 SG0013  DYNAMIC HT  -         364.210 (meters)    1194.91  (feet)  COMP
 SG0013  MODELED GRAV-     980,727.8   (mgal)                       NAVD 88
 SG0013
 SG0013  VERT ORDER  -  FIRST     CLASS II
 SG0013
 SG0013.The horizontal coordinates were scaled from a topographic map and have
 SG0013.an estimated accuracy of +/- 6 seconds.
 SG0013
 SG0013.The orthometric height was determined by differential leveling
 SG0013.and adjusted by the National Geodetic Survey in June 1991..
 SG0013
 SG0013.The geoid height was determined by GEOID03.
 SG0013
 SG0013.The dynamic height is computed by dividing the NAVD 88
 SG0013.geopotential number by the normal gravity value computed on the
 SG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0013.degrees latitude (g = 980.6199 gals.).
 SG0013
 SG0013.The modeled gravity was interpolated from observed gravity values.
 SG0013
 SG0013;                    North         East    Units  Estimated Accuracy
 SG0013;SPC MI N     -   271,500.    7,888,700.      MT  (+/- 180 meters Scaled)
 SG0013
 SG0013                          SUPERSEDED SURVEY CONTROL
 SG0013
 SG0013  NGVD 29 (??/??/92)  364.158  (m)         1194.74   (f) ADJ UNCH    1 2
 SG0013
 SG0013.Superseded values are not recommended for survey control.
 SG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0013.See file dsdata.txt to determine how the superseded data were derived.
 SG0013
 SG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT887302(NAD 83)
 SG0013_MARKER: DB = BENCH MARK DISK
 SG0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0013_STAMPING: J 65 1934
 SG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0013+STABILITY: SURFACE MOTION
 SG0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0013+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2002
 SG0013
 SG0013  HISTORY     - Date     Condition        Report By
 SG0013  HISTORY     - 1934     MONUMENTED       CGS
 SG0013  HISTORY     - 1962     GOOD             NGS
 SG0013  HISTORY     - 20010430 GOOD             MIDT
 SG0013  HISTORY     - 20020612 GOOD             JCLS
 SG0013  HISTORY     - 20020614 GOOD             JCLS
 SG0013
 SG0013                          STATION DESCRIPTION
 SG0013
 SG0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0013'2.2 MI S FROM CALUMET.
 SG0013'2.2 MILES SOUTH ALONG THE MINERAL RANGE RAILROAD FROM CALUMET,
 SG0013'HOUGHTON COUNTY, ABOUT 300 YARDS NORTH OF AN OVERHEAD BRIDGE,
 SG0013'DIRECTLY BEHIND AND EAST OF A MINE TIPPLE, AND 45 FEET WEST OF
 SG0013'THE TRACK.  A STANDARD DISK, STAMPED J 65 1934 AND SET IN
 SG0013'THE TOP OF A CONCRETE POST.
 SG0013
 SG0013                          STATION RECOVERY (1962)
 SG0013
 SG0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0013'RECOVERED IN GOOD CONDITION.
 SG0013
 SG0013                          STATION RECOVERY (2001)
 SG0013
 SG0013'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0013'2.2 MI -S- OF CALUMET. FROM CALUMET AREA SCHOOLS (LIGHT) FOLLOW US-41
 SG0013'-S- 1.76 MI TO STORE ST., THENCE -W- TO TECUMSEH RD, THENCE -S- 0.1 MI
 SG0013'TO OLD RR GRADE (DNR ATV TRAIL), THENCE -SE'LY- 0.51 MI TO MARK ON
 SG0013'RIGHT.  115 FT -N- FROM EDGE OF MARSH, 45 FT -W- C/L ATV TRAIL, IN
 SG0013'LINE WITH -N- SIDE OF CLOSEST BLDG., 0.6 FT -W- OF WITNESS POST,
 SG0013'PROJECTING 9-INCHS AND ABOUT 3 FT ABOVE THE GRADE.
 SG0013
 SG0013                          STATION RECOVERY (2002)
 SG0013
 SG0013'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 SG0013'RECOVERED IN GOOD CONDITION.
 SG0013
 SG0013                          STATION RECOVERY (2002)
 SG0013
 SG0013'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 SG0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0006 ***********************************************************************
 SG0006  DESIGNATION -  J 66
 SG0006  PID         -  SG0006
 SG0006  STATE/COUNTY-  MI/KEWEENAW
 SG0006  USGS QUAD   -  FORT WILKINS (1975)
 SG0006
 SG0006                         *CURRENT SURVEY CONTROL
 SG0006  ___________________________________________________________________
 SG0006* NAD 83(1986)-  47 28 06.     (N)    087 52 02.     (W)     SCALED    
 SG0006* NAVD 88     -       189.535  (meters)     621.83   (feet)  ADJUSTED  
 SG0006  ___________________________________________________________________
 SG0006  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 SG0006  DYNAMIC HT  -         189.573 (meters)     621.96  (feet)  COMP
 SG0006  MODELED GRAV-     980,807.3   (mgal)                       NAVD 88
 SG0006
 SG0006  VERT ORDER  -  FIRST     CLASS II
 SG0006
 SG0006.The horizontal coordinates were scaled from a topographic map and have
 SG0006.an estimated accuracy of +/- 6 seconds.
 SG0006
 SG0006.The orthometric height was determined by differential leveling
 SG0006.and adjusted by the National Geodetic Survey in June 1991..
 SG0006
 SG0006.The geoid height was determined by GEOID03.
 SG0006
 SG0006.The dynamic height is computed by dividing the NAVD 88
 SG0006.geopotential number by the normal gravity value computed on the
 SG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0006.degrees latitude (g = 980.6199 gals.).
 SG0006
 SG0006.The modeled gravity was interpolated from observed gravity values.
 SG0006
 SG0006;                    North         East    Units  Estimated Accuracy
 SG0006;SPC MI N     -   298,810.    7,934,620.      MT  (+/- 180 meters Scaled)
 SG0006
 SG0006                          SUPERSEDED SURVEY CONTROL
 SG0006
 SG0006  NGVD 29 (??/??/92)  189.544  (m)          621.86   (f) ADJ UNCH    1 2
 SG0006
 SG0006.Superseded values are not recommended for survey control.
 SG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0006.See file dsdata.txt to determine how the superseded data were derived.
 SG0006
 SG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT346575(NAD 83)
 SG0006_MARKER: DB = BENCH MARK DISK
 SG0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 SG0006_SP_SET: CULVERT HEADWALL
 SG0006_STAMPING: J 66 1934
 SG0006_MARK LOGO: CGS   
 SG0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0006+STABILITY: SURFACE MOTION
 SG0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0006+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SG0006
 SG0006  HISTORY     - Date     Condition        Report By
 SG0006  HISTORY     - 1934     MONUMENTED       CGS
 SG0006  HISTORY     - 19960711 GOOD             NGS
 SG0006  HISTORY     - 20000608 GOOD             USPSQD
 SG0006  HISTORY     - 20010908 GOOD             USPSQD
 SG0006  HISTORY     - 20060802 GOOD             GEOCAC
 SG0006
 SG0006                          STATION DESCRIPTION
 SG0006
 SG0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0006'1 MI E FROM COPPER HARBOR.
 SG0006'1 MILE EAST ALONG U.S. HIGHWAY 41 FROM COPPER HARBOR, KEWEENAW
 SG0006'COUNTY, AT THE ENTRANCE TO FORT WILKINS, ON THE SOUTH SIDE OF A
 SG0006'CONCRETE BRIDGE, AND IN THE EAST END OF THE CURB.  A STANDARD
 SG0006'DISK, STAMPED J 66 1934.
 SG0006
 SG0006                          STATION RECOVERY (1996)
 SG0006
 SG0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0006'2.0 KM (1.25 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0006'STATE HIGHWAY 26 IN COPPER HARBOR, IN TOP OF AND 0.4 M (1.3 FT) WEST
 SG0006'OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A CULVERT SPANNING
 SG0006'FANNY HOOE CREEK, 5.0 M (16.4 FT) SOUTH OF THE HIGHWAY CENTERLINE, AND
 SG0006'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 SG0006
 SG0006                          STATION RECOVERY (2000)
 SG0006
 SG0006'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0006'FOUND AS DESCRIBED.
 SG0006
 SG0006                          STATION RECOVERY (2001)
 SG0006
 SG0006'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0006'RECOVERED IN GOOD CONDITION.
 SG0006
 SG0006                          STATION RECOVERY (2006)
 SG0006
 SG0006'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 SG0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0177 ***********************************************************************
 QK0177  DESIGNATION -  J 76
 QK0177  PID         -  QK0177
 QK0177  STATE/COUNTY-  MI/EMMET
 QK0177  USGS QUAD   -  
 QK0177
 QK0177                         *CURRENT SURVEY CONTROL
 QK0177  ___________________________________________________________________
 QK0177* NAD 83(1986)-  45 33 10.     (N)    084 47 05.     (W)     SCALED    
 QK0177* NAVD 88     -       214.080  (meters)     702.36   (feet)  ADJUSTED  
 QK0177  ___________________________________________________________________
 QK0177  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 QK0177  DYNAMIC HT  -         214.080 (meters)     702.36  (feet)  COMP
 QK0177  MODELED GRAV-     980,614.0   (mgal)                       NAVD 88
 QK0177  OBS GRAVITY -     980,613.0   (mgal)                       GRAV_OBS
 QK0177
 QK0177  VERT ORDER  -  SECOND    CLASS 0
 QK0177
 QK0177.The horizontal coordinates were scaled from a topographic map and have
 QK0177.an estimated accuracy of +/- 6 seconds.
 QK0177
 QK0177.The orthometric height was determined by differential leveling
 QK0177.and adjusted by the National Geodetic Survey in June 1991..
 QK0177
 QK0177.The geoid height was determined by GEOID03.
 QK0177
 QK0177.The dynamic height is computed by dividing the NAVD 88
 QK0177.geopotential number by the normal gravity value computed on the
 QK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0177.degrees latitude (g = 980.6199 gals.).
 QK0177
 QK0177.The modeled gravity was interpolated from observed gravity values.
 QK0177.The observed gravity was obtained from relative gravimeter ties
 QK0177.to the IGSN71 gravity network.
 QK0177
 QK0177;                    North         East    Units  Estimated Accuracy
 QK0177;SPC MI C     -   248,570.    5,967,360.      MT  (+/- 180 meters Scaled)
 QK0177
 QK0177                          SUPERSEDED SURVEY CONTROL
 QK0177
 QK0177  NGVD 29 (??/??/92)  214.107  (m)          702.45   (f) ADJ UNCH    2 0
 QK0177
 QK0177.Superseded values are not recommended for survey control.
 QK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0177.See file dsdata.txt to determine how the superseded data were derived.
 QK0177
 QK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR729467(NAD 83)
 QK0177_MARKER: DB = BENCH MARK DISK
 QK0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0177_SP_SET: PLATFORM
 QK0177_STAMPING: J 76 1934
 QK0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0177
 QK0177  HISTORY     - Date     Condition        Report By
 QK0177  HISTORY     - 1934     MONUMENTED       CGS
 QK0177  HISTORY     - 1968     GOOD             NGS
 QK0177
 QK0177                          STATION DESCRIPTION
 QK0177
 QK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0177'AT PELLSTON.
 QK0177'AT PELLSTON, EMMET COUNTY, ON THE PENNSYLVANIA RAILROAD, IN THE
 QK0177'FACE OF THE CONCRETE COPING ALONG THE WEST SIDE OF THE STATION,
 QK0177'7-1/2 YARDS EAST OF THE EAST RAIL, 1 YARD NORTH OF THE SOUTHWEST
 QK0177'CORNER OF THE BUILDING, AND 3 FEET ABOVE THE CONCRETE PLATFORM.
 QK0177'A STANDARD DISK, STAMPED J 76 1934 AND SET VERTICALLY.
 QK0177
 QK0177                          STATION RECOVERY (1968)
 QK0177
 QK0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 QK0177'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0191 ***********************************************************************
 PL0191  DESIGNATION -  J 78
 PL0191  PID         -  PL0191
 PL0191  STATE/COUNTY-  MI/KALKASKA
 PL0191  USGS QUAD   -  KALKASKA (1985)
 PL0191
 PL0191                         *CURRENT SURVEY CONTROL
 PL0191  ___________________________________________________________________
 PL0191* NAD 83(1986)-  44 38 30.     (N)    085 10 29.     (W)     SCALED    
 PL0191* NAVD 88     -       345.514  (meters)    1133.57   (feet)  ADJUSTED  
 PL0191  ___________________________________________________________________
 PL0191  GEOID HEIGHT-         -33.74  (meters)                     GEOID03
 PL0191  DYNAMIC HT  -         345.480 (meters)    1133.46  (feet)  COMP
 PL0191  MODELED GRAV-     980,509.0   (mgal)                       NAVD 88
 PL0191
 PL0191  VERT ORDER  -  SECOND    CLASS 0
 PL0191
 PL0191.The horizontal coordinates were scaled from a topographic map and have
 PL0191.an estimated accuracy of +/- 6 seconds.
 PL0191
 PL0191.The orthometric height was determined by differential leveling
 PL0191.and adjusted by the National Geodetic Survey in June 1991..
 PL0191
 PL0191.The geoid height was determined by GEOID03.
 PL0191
 PL0191.The dynamic height is computed by dividing the NAVD 88
 PL0191.geopotential number by the normal gravity value computed on the
 PL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0191.degrees latitude (g = 980.6199 gals.).
 PL0191
 PL0191.The modeled gravity was interpolated from observed gravity values.
 PL0191
 PL0191;                    North         East    Units  Estimated Accuracy
 PL0191;SPC MI C     -   147,550.    5,935,900.      MT  (+/- 180 meters Scaled)
 PL0191
 PL0191                          SUPERSEDED SURVEY CONTROL
 PL0191
 PL0191  NGVD 29 (??/??/92)  345.604  (m)         1133.87   (f) ADJ UNCH    2 0
 PL0191
 PL0191.Superseded values are not recommended for survey control.
 PL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0191.See file dsdata.txt to determine how the superseded data were derived.
 PL0191
 PL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ447447(NAD 83)
 PL0191_MARKER: DB = BENCH MARK DISK
 PL0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0191_STAMPING: J 78 1934
 PL0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0191+STABILITY: SURFACE MOTION
 PL0191
 PL0191  HISTORY     - Date     Condition        Report By
 PL0191  HISTORY     - 1934     MONUMENTED       CGS
 PL0191  HISTORY     - 1983     MARK NOT FOUND   USGS
 PL0191  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0191  HISTORY     - 19970924 MARK NOT FOUND   USPSQD
 PL0191  HISTORY     - 20010806 MARK NOT FOUND   NGS
 PL0191
 PL0191                          STATION DESCRIPTION
 PL0191
 PL0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0191'6.2 MI S FROM KALKASKA.
 PL0191'6.2 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0191'COUNTY, AT LODI, 60 YARDS SOUTH OF THE SERVICE STATION OWNED IN
 PL0191'1934 BY FRED ETZCORN, 23 YARDS SOUTHWEST OF THE INTERSECTION OF
 PL0191'STATE HIGHWAY 131, 20 YARDS WEST OF A TWO-STORY HOUSE, 10 YARDS
 PL0191'WEST OF THE CENTERLINE OF STATE HIGHWAY 66, AND 1 YARD EAST OF A
 PL0191'FENCE.  A STANDARD DISK, STAMPED J 78 1934 AND SET IN THE TOP
 PL0191'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 PL0191
 PL0191                          STATION RECOVERY (1983)
 PL0191
 PL0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 PL0191'MARK NOT FOUND.
 PL0191
 PL0191                          STATION RECOVERY (1992)
 PL0191
 PL0191'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0191'MARK NOT FOUND.
 PL0191
 PL0191                          STATION RECOVERY (1997)
 PL0191
 PL0191'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0191'MARK NOT FOUND.
 PL0191
 PL0191                          STATION RECOVERY (2001)
 PL0191
 PL0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0191'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0159 ***********************************************************************
 QK0159  DESIGNATION -  J 79
 QK0159  PID         -  QK0159
 QK0159  STATE/COUNTY-  MI/OTSEGO
 QK0159  USGS QUAD   -  SPARR (1986)
 QK0159
 QK0159                         *CURRENT SURVEY CONTROL
 QK0159  ___________________________________________________________________
 QK0159* NAD 83(1986)-  45 03 42.     (N)    084 30 18.     (W)     SCALED    
 QK0159* NAVD 88     -       319.586  (meters)    1048.51   (feet)  ADJUSTED  
 QK0159  ___________________________________________________________________
 QK0159  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 QK0159  DYNAMIC HT  -         319.553 (meters)    1048.40  (feet)  COMP
 QK0159  MODELED GRAV-     980,505.4   (mgal)                       NAVD 88
 QK0159
 QK0159  VERT ORDER  -  SECOND    CLASS 0
 QK0159
 QK0159.The horizontal coordinates were scaled from a topographic map and have
 QK0159.an estimated accuracy of +/- 6 seconds.
 QK0159
 QK0159.The orthometric height was determined by differential leveling
 QK0159.and adjusted by the National Geodetic Survey in June 1991..
 QK0159
 QK0159.The geoid height was determined by GEOID03.
 QK0159
 QK0159.The dynamic height is computed by dividing the NAVD 88
 QK0159.geopotential number by the normal gravity value computed on the
 QK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0159.degrees latitude (g = 980.6199 gals.).
 QK0159
 QK0159.The modeled gravity was interpolated from observed gravity values.
 QK0159
 QK0159;                    North         East    Units  Estimated Accuracy
 QK0159;SPC MI C     -   193,910.    5,989,110.      MT  (+/- 180 meters Scaled)
 QK0159
 QK0159                          SUPERSEDED SURVEY CONTROL
 QK0159
 QK0159  NGVD 29 (??/??/92)  319.706  (m)         1048.90   (f) ADJ UNCH    2 0
 QK0159
 QK0159.Superseded values are not recommended for survey control.
 QK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0159.See file dsdata.txt to determine how the superseded data were derived.
 QK0159
 QK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ964928(NAD 83)
 QK0159_MARKER: DB = BENCH MARK DISK
 QK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0159_STAMPING: J 79 1934
 QK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0159+STABILITY: SURFACE MOTION
 QK0159
 QK0159  HISTORY     - Date     Condition        Report By
 QK0159  HISTORY     - 1934     MONUMENTED       CGS
 QK0159
 QK0159                          STATION DESCRIPTION
 QK0159
 QK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0159'3.5 MI E FROM SPRR.
 QK0159'3.5 MILES EAST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QK0159'STATION AT SPARR, OTSEGO COUNTY, 25 YARDS WEST OF THE FLAG STOP
 QK0159'AT CORNWELL, 20 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED,
 QK0159'AND 20 YARDS EAST OF A TELEGRAPH POLE.  A STANDARD DISK STAMPED
 QK0159'J 79 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0032 ***********************************************************************
 QJ0032  DESIGNATION -  J 80
 QJ0032  PID         -  QJ0032
 QJ0032  STATE/COUNTY-  MI/ALPENA
 QJ0032  USGS QUAD   -  LACHINE (1971)
 QJ0032
 QJ0032                         *CURRENT SURVEY CONTROL
 QJ0032  ___________________________________________________________________
 QJ0032* NAD 83(1986)-  45 01 07.     (N)    083 39 35.     (W)     SCALED    
 QJ0032* NAVD 88     -       225.936  (meters)     741.26   (feet)  ADJUSTED  
 QJ0032  ___________________________________________________________________
 QJ0032  GEOID HEIGHT-         -36.19  (meters)                     GEOID03
 QJ0032  DYNAMIC HT  -         225.917 (meters)     741.20  (feet)  COMP
 QJ0032  MODELED GRAV-     980,530.8   (mgal)                       NAVD 88
 QJ0032
 QJ0032  VERT ORDER  -  SECOND    CLASS 0
 QJ0032
 QJ0032.The horizontal coordinates were scaled from a topographic map and have
 QJ0032.an estimated accuracy of +/- 6 seconds.
 QJ0032
 QJ0032.The orthometric height was determined by differential leveling
 QJ0032.and adjusted by the National Geodetic Survey in June 1991..
 QJ0032
 QJ0032.The geoid height was determined by GEOID03.
 QJ0032
 QJ0032.The dynamic height is computed by dividing the NAVD 88
 QJ0032.geopotential number by the normal gravity value computed on the
 QJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0032.degrees latitude (g = 980.6199 gals.).
 QJ0032
 QJ0032.The modeled gravity was interpolated from observed gravity values.
 QJ0032
 QJ0032;                    North         East    Units  Estimated Accuracy
 QJ0032;SPC MI C     -   189,360.    6,055,720.      MT  (+/- 180 meters Scaled)
 QJ0032
 QJ0032                          SUPERSEDED SURVEY CONTROL
 QJ0032
 QJ0032  NGVD 29 (??/??/92)  226.083  (m)          741.74   (f) ADJ UNCH    2 0
 QJ0032
 QJ0032.Superseded values are not recommended for survey control.
 QJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0032.See file dsdata.txt to determine how the superseded data were derived.
 QJ0032
 QJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK904884(NAD 83)
 QJ0032_MARKER: DB = BENCH MARK DISK
 QJ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0032_STAMPING: J 80 1934
 QJ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0032+STABILITY: SURFACE MOTION
 QJ0032
 QJ0032  HISTORY     - Date     Condition        Report By
 QJ0032  HISTORY     - 1934     MONUMENTED       CGS
 QJ0032  HISTORY     - 1954     GOOD             NGS
 QJ0032
 QJ0032                          STATION DESCRIPTION
 QJ0032
 QJ0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 QJ0032'0.6 MI W FROM HERRON.
 QJ0032'0.6 MILE WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QJ0032'STATION AT HERRON, ALPENA COUNTY, AT THE FLAG STOP AT MARTIN,
 QJ0032'151 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD PAUL
 QJ0032'SOLVEY FARMHOUSE FOUNDATION, 61 FEET NORTH OF THE CENTER OF A
 QJ0032'ROAD CROSSING, AND 8 FEET NORTH OF THE CENTERLINE OF THE OLD
 QJ0032'ROADBED.  A STANDARD DISK, STAMPED J 80 1934 AND SET IN THE TOP
 QJ0032'OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN JUNE 1954 THAT
 QJ0032'THE MARK HAS PROBABLY BEEN MOVED.  USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0064 ***********************************************************************
 PL0064  DESIGNATION -  J 81
 PL0064  PID         -  PL0064
 PL0064  STATE/COUNTY-  MI/OGEMAW
 PL0064  USGS QUAD   -  ROSE CITY (1965)
 PL0064
 PL0064                         *CURRENT SURVEY CONTROL
 PL0064  ___________________________________________________________________
 PL0064* NAD 83(1986)-  44 26 03.     (N)    084 07 08.     (W)     SCALED    
 PL0064* NAVD 88     -       295.997  (meters)     971.12   (feet)  ADJUSTED  
 PL0064  ___________________________________________________________________
 PL0064  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PL0064  DYNAMIC HT  -         295.954 (meters)     970.98  (feet)  COMP
 PL0064  MODELED GRAV-     980,463.5   (mgal)                       NAVD 88
 PL0064
 PL0064  VERT ORDER  -  SECOND    CLASS 0
 PL0064
 PL0064.The horizontal coordinates were scaled from a topographic map and have
 PL0064.an estimated accuracy of +/- 6 seconds.
 PL0064
 PL0064.The orthometric height was determined by differential leveling
 PL0064.and adjusted by the National Geodetic Survey in June 1991..
 PL0064
 PL0064.The geoid height was determined by GEOID03.
 PL0064
 PL0064.The dynamic height is computed by dividing the NAVD 88
 PL0064.geopotential number by the normal gravity value computed on the
 PL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0064.degrees latitude (g = 980.6199 gals.).
 PL0064
 PL0064.The modeled gravity was interpolated from observed gravity values.
 PL0064
 PL0064;                    North         East    Units  Estimated Accuracy
 PL0064;SPC MI C     -   124,210.    6,019,730.      MT  (+/- 180 meters Scaled)
 PL0064
 PL0064                          SUPERSEDED SURVEY CONTROL
 PL0064
 PL0064  NGVD 29 (??/??/92)  296.134  (m)          971.57   (f) ADJ UNCH    2 0
 PL0064
 PL0064.Superseded values are not recommended for survey control.
 PL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0064.See file dsdata.txt to determine how the superseded data were derived.
 PL0064
 PL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ293241(NAD 83)
 PL0064_MARKER: DB = BENCH MARK DISK
 PL0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0064_STAMPING: J 81 1934
 PL0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0064+STABILITY: SURFACE MOTION
 PL0064
 PL0064  HISTORY     - Date     Condition        Report By
 PL0064  HISTORY     - 1934     MONUMENTED       CGS
 PL0064  HISTORY     - 1943     GOOD             NGS
 PL0064
 PL0064                          STATION DESCRIPTION
 PL0064
 PL0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PL0064'1 MI N FROM ROSE CITY.
 PL0064'1.0 MILE NORTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0064'ROSE CITY, OGEMAW COUNTY, 175 YARDS SOUTH OF THE RIGHT-ANGLE
 PL0064'TURN, 32 YARDS NORTH OF THE NORTH END OF A BRIDGE, 27 FEET EAST
 PL0064'OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A WIRE FENCE,
 PL0064'AND 1 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J
 PL0064'81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0016 ***********************************************************************
 PK0016  DESIGNATION -  J 82
 PK0016  PID         -  PK0016
 PK0016  STATE/COUNTY-  MI/ALCONA
 PK0016  USGS QUAD   -  HARRISVILLE (1989)
 PK0016
 PK0016                         *CURRENT SURVEY CONTROL
 PK0016  ___________________________________________________________________
 PK0016* NAD 83(1986)-  44 39 23.     (N)    083 20 32.     (W)     SCALED    
 PK0016* NAVD 88     -       228.736  (meters)     750.44   (feet)  ADJUSTED  
 PK0016  ___________________________________________________________________
 PK0016  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 PK0016  DYNAMIC HT  -         228.713 (meters)     750.37  (feet)  COMP
 PK0016  MODELED GRAV-     980,508.2   (mgal)                       NAVD 88
 PK0016
 PK0016  VERT ORDER  -  SECOND    CLASS 0
 PK0016
 PK0016.The horizontal coordinates were scaled from a topographic map and have
 PK0016.an estimated accuracy of +/- 6 seconds.
 PK0016
 PK0016.The orthometric height was determined by differential leveling
 PK0016.and adjusted by the National Geodetic Survey in June 1991..
 PK0016
 PK0016.The geoid height was determined by GEOID03.
 PK0016
 PK0016.The dynamic height is computed by dividing the NAVD 88
 PK0016.geopotential number by the normal gravity value computed on the
 PK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0016.degrees latitude (g = 980.6199 gals.).
 PK0016
 PK0016.The modeled gravity was interpolated from observed gravity values.
 PK0016
 PK0016;                    North         East    Units  Estimated Accuracy
 PK0016;SPC MI C     -   149,380.    6,081,250.      MT  (+/- 180 meters Scaled)
 PK0016
 PK0016                          SUPERSEDED SURVEY CONTROL
 PK0016
 PK0016  NGVD 29 (??/??/92)  228.926  (m)          751.07   (f) ADJ UNCH    2 0
 PK0016
 PK0016.Superseded values are not recommended for survey control.
 PK0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0016.See file dsdata.txt to determine how the superseded data were derived.
 PK0016
 PK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK142474(NAD 83)
 PK0016_MARKER: DB = BENCH MARK DISK
 PK0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0016_STAMPING: J 82 1934
 PK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0016+STABILITY: SURFACE MOTION
 PK0016
 PK0016  HISTORY     - Date     Condition        Report By
 PK0016  HISTORY     - 1934     MONUMENTED       CGS
 PK0016  HISTORY     - 1955     MARK NOT FOUND   NGS
 PK0016  HISTORY     - 19960511 MARK NOT FOUND   USPSQD
 PK0016
 PK0016                          STATION DESCRIPTION
 PK0016
 PK0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PK0016'2.5 MI W FROM HARRISVILLE.
 PK0016'2.5 MILES WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0016'HARRISVILLE, ALCONA COUNTY, 86 FEET EAST OF A COUNTY ROAD, 31
 PK0016'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET SOUTH OF A
 PK0016'POLE, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT HIGHER
 PK0016'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 82 1934 AND SET
 PK0016'IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH MARK MAY BE DESTROYED
 PK0016'DUE TO WIDENING OF THE HIGHWAY.
 PK0016
 PK0016                          STATION RECOVERY (1996)
 PK0016
 PK0016'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0184 ***********************************************************************
 OK0184  DESIGNATION -  J 85
 OK0184  PID         -  OK0184
 OK0184  STATE/COUNTY-  MI/GRATIOT
 OK0184  USGS QUAD   -  ALMA NORTH (1973)
 OK0184
 OK0184                         *CURRENT SURVEY CONTROL
 OK0184  ___________________________________________________________________
 OK0184* NAD 83(1986)-  43 23 09.     (N)    084 42 24.     (W)     SCALED    
 OK0184* NAVD 88     -       228.894  (meters)     750.96   (feet)  ADJUSTED  
 OK0184  ___________________________________________________________________
 OK0184  GEOID HEIGHT-         -32.85  (meters)                     GEOID03
 OK0184  DYNAMIC HT  -         228.850 (meters)     750.82  (feet)  COMP
 OK0184  MODELED GRAV-     980,425.1   (mgal)                       NAVD 88
 OK0184
 OK0184  VERT ORDER  -  SECOND    CLASS 0
 OK0184
 OK0184.The horizontal coordinates were scaled from a topographic map and have
 OK0184.an estimated accuracy of +/- 6 seconds.
 OK0184
 OK0184.The orthometric height was determined by differential leveling
 OK0184.and adjusted by the National Geodetic Survey in June 1991..
 OK0184
 OK0184.The geoid height was determined by GEOID03.
 OK0184
 OK0184.The dynamic height is computed by dividing the NAVD 88
 OK0184.geopotential number by the normal gravity value computed on the
 OK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0184.degrees latitude (g = 980.6199 gals.).
 OK0184
 OK0184.The modeled gravity was interpolated from observed gravity values.
 OK0184
 OK0184;                    North         East    Units  Estimated Accuracy
 OK0184;SPC MI S     -   209,530.    3,972,450.      MT  (+/- 180 meters Scaled)
 OK0184
 OK0184                          SUPERSEDED SURVEY CONTROL
 OK0184
 OK0184  NGVD 29 (??/??/92)  229.050  (m)          751.47   (f) ADJ UNCH    2 0
 OK0184
 OK0184.Superseded values are not recommended for survey control.
 OK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0184.See file dsdata.txt to determine how the superseded data were derived.
 OK0184
 OK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP857062(NAD 83)
 OK0184_MARKER: DB = BENCH MARK DISK
 OK0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0184_STAMPING: J 85 1934
 OK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0184+STABILITY: SURFACE MOTION
 OK0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0184+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2001
 OK0184
 OK0184  HISTORY     - Date     Condition        Report By
 OK0184  HISTORY     - 1934     MONUMENTED       CGS
 OK0184  HISTORY     - 20010620 GOOD             USPSQD
 OK0184
 OK0184                          STATION DESCRIPTION
 OK0184
 OK0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0184'2.6 MI W FROM ALMA.
 OK0184'2.6 MILES WEST ALONG THE C AND O RY. FROM THE STATION AT ALMA,
 OK0184'GRATIOT COUNTY, 0.4 MILES EAST OF MILEPOST S 43, 75 YARDS
 OK0184'SOUTHWEST OF A 2 STORY BUILDING, AT A GRAVEL-ROAD CROSSING,
 OK0184'9 YARDS WEST OF THE CENTERLINE OF THE ROAD, 14 YARDS NORTH OF
 OK0184'THE NORTH RAIL, AND 2 FEET LOWER THAN THE RAIL.  A STANDARD
 OK0184'DISK, STAMPED J 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0184
 OK0184                          STATION RECOVERY (2001)
 OK0184
 OK0184'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0098 ***********************************************************************
 OK0098  DESIGNATION -  J 86
 OK0098  PID         -  OK0098
 OK0098  STATE/COUNTY-  MI/SAGINAW
 OK0098  USGS QUAD   -  CHESANING EAST (1975)
 OK0098
 OK0098                         *CURRENT SURVEY CONTROL
 OK0098  ___________________________________________________________________
 OK0098* NAD 83(1986)-  43 13 00.     (N)    084 07 26.     (W)     SCALED    
 OK0098* NAVD 88     -       187.533  (meters)     615.26   (feet)  ADJUSTED  
 OK0098  ___________________________________________________________________
 OK0098  GEOID HEIGHT-         -33.54  (meters)                     GEOID03
 OK0098  DYNAMIC HT  -         187.494 (meters)     615.14  (feet)  COMP
 OK0098  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 OK0098
 OK0098  VERT ORDER  -  SECOND    CLASS 0
 OK0098
 OK0098.The horizontal coordinates were scaled from a topographic map and have
 OK0098.an estimated accuracy of +/- 6 seconds.
 OK0098
 OK0098.The orthometric height was determined by differential leveling
 OK0098.and adjusted by the National Geodetic Survey in June 1991..
 OK0098
 OK0098.The geoid height was determined by GEOID03.
 OK0098
 OK0098.The dynamic height is computed by dividing the NAVD 88
 OK0098.geopotential number by the normal gravity value computed on the
 OK0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0098.degrees latitude (g = 980.6199 gals.).
 OK0098
 OK0098.The modeled gravity was interpolated from observed gravity values.
 OK0098
 OK0098;                    North         East    Units  Estimated Accuracy
 OK0098;SPC MI S     -   190,710.    4,019,730.      MT  (+/- 180 meters Scaled)
 OK0098
 OK0098                          SUPERSEDED SURVEY CONTROL
 OK0098
 OK0098  NGVD 29 (??/??/92)  187.705  (m)          615.83   (f) ADJ UNCH    2 0
 OK0098
 OK0098.Superseded values are not recommended for survey control.
 OK0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0098.See file dsdata.txt to determine how the superseded data were derived.
 OK0098
 OK0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN336888(NAD 83)
 OK0098_MARKER: DB = BENCH MARK DISK
 OK0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0098_STAMPING: J 86 1934
 OK0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0098+STABILITY: SURFACE MOTION
 OK0098
 OK0098  HISTORY     - Date     Condition        Report By
 OK0098  HISTORY     - 1934     MONUMENTED       CGS
 OK0098  HISTORY     - 1966     GOOD             USGS
 OK0098  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0098  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0098  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0098
 OK0098                          STATION DESCRIPTION
 OK0098
 OK0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0098'2.2 MI N FROM CHESANING.
 OK0098'2.2 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OK0098'STATION AT CHESANING, SAGINAW COUNTY, 0.3 MILE NORTH OF MILEPOST
 OK0098'J 80, AT A ROAD CROSSING, 55 FEET NORTH OF THE CENTERLINE OF
 OK0098'THE ROAD, 42 FEET EAST OF THE EAST RAIL, 13 FEET NORTH OF A
 OK0098'POLE, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0098'STAMPED J 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0098
 OK0098                          STATION RECOVERY (1966)
 OK0098
 OK0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OK0098'RECOVERED IN GOOD CONDITION.
 OK0098
 OK0098                          STATION RECOVERY (1994)
 OK0098
 OK0098'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0098'MARK NOT FOUND.
 OK0098
 OK0098                          STATION RECOVERY (2001)
 OK0098
 OK0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0098'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0098
 OK0098                          STATION RECOVERY (2001)
 OK0098
 OK0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0098'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0331 ***********************************************************************
 PL0331  DESIGNATION -  J 87
 PL0331  PID         -  PL0331
 PL0331  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0331  USGS QUAD   -  
 PL0331
 PL0331                         *CURRENT SURVEY CONTROL
 PL0331  ___________________________________________________________________
 PL0331* NAD 83(1986)-  44 42 55.     (N)    085 37 34.     (W)     SCALED    
 PL0331* NAVD 88     -       198.508  (meters)     651.27   (feet)  ADJUSTED  
 PL0331  ___________________________________________________________________
 PL0331  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 PL0331  DYNAMIC HT  -         198.492 (meters)     651.22  (feet)  COMP
 PL0331  MODELED GRAV-     980,530.4   (mgal)                       NAVD 88
 PL0331
 PL0331  VERT ORDER  -  SECOND    CLASS 0
 PL0331
 PL0331.The horizontal coordinates were scaled from a topographic map and have
 PL0331.an estimated accuracy of +/- 6 seconds.
 PL0331
 PL0331.The orthometric height was determined by differential leveling
 PL0331.and adjusted by the National Geodetic Survey in June 1991..
 PL0331
 PL0331.The geoid height was determined by GEOID03.
 PL0331
 PL0331.The dynamic height is computed by dividing the NAVD 88
 PL0331.geopotential number by the normal gravity value computed on the
 PL0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0331.degrees latitude (g = 980.6199 gals.).
 PL0331
 PL0331.The modeled gravity was interpolated from observed gravity values.
 PL0331
 PL0331;                    North         East    Units  Estimated Accuracy
 PL0331;SPC MI C     -   156,190.    5,900,220.      MT  (+/- 180 meters Scaled)
 PL0331
 PL0331                          SUPERSEDED SURVEY CONTROL
 PL0331
 PL0331  NGVD 29 (??/??/92)  198.609  (m)          651.60   (f) ADJ UNCH    2 0
 PL0331
 PL0331.Superseded values are not recommended for survey control.
 PL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0331.See file dsdata.txt to determine how the superseded data were derived.
 PL0331
 PL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ088522(NAD 83)
 PL0331_MARKER: DB = BENCH MARK DISK
 PL0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0331_STAMPING: J 87 1934
 PL0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0331+STABILITY: SURFACE MOTION
 PL0331
 PL0331  HISTORY     - Date     Condition        Report By
 PL0331  HISTORY     - 1934     MONUMENTED       CGS
 PL0331  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0331  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0331  HISTORY     - 19971029 MARK NOT FOUND   USPSQD
 PL0331
 PL0331                          STATION DESCRIPTION
 PL0331
 PL0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0331'3.3 MI S FROM TRAVERSE CITY.
 PL0331'3.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PL0331'STATION AT TRAVERSE CITY, 70 YARDS WEST OF THE TWO-STORY BRICK
 PL0331'HOUSE OWNED IN 1934 BY H. MATERSON, AT THE CROSSING OF THE ROAD
 PL0331'LEADING TO THE BRICK HOUSE, 45 FEET NORTHWEST OF THE CENTER OF
 PL0331'THE CROSSING, 36 FEET WEST OF THE WEST RAIL, 48 FEET EAST OF THE
 PL0331'CENTERLINE OF A COUNTY ROAD, AND 3 FEET SOUTHEAST OF A POLE
 PL0331'SUPPORTING HIGH-VOLTAGE WIRES.  A STANDARD DISK, STAMPED J 87
 PL0331'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 PL0331'ABOVE GROUND.
 PL0331
 PL0331                          STATION RECOVERY (1979)
 PL0331
 PL0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0331'MARK NOT FOUND.
 PL0331
 PL0331                          STATION RECOVERY (1984)
 PL0331
 PL0331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0331'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 31.
 PL0331
 PL0331                          STATION RECOVERY (1997)
 PL0331
 PL0331'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0298 ***********************************************************************
 PL0298  DESIGNATION -  J 88
 PL0298  PID         -  PL0298
 PL0298  STATE/COUNTY-  MI/LEELANAU
 PL0298  USGS QUAD   -  
 PL0298
 PL0298                         *CURRENT SURVEY CONTROL
 PL0298  ___________________________________________________________________
 PL0298* NAD 83(1986)-  44 55 19.     (N)    085 52 24.     (W)     SCALED    
 PL0298* NAVD 88     -       192.043  (meters)     630.06   (feet)  ADJUSTED  
 PL0298  ___________________________________________________________________
 PL0298  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 PL0298  DYNAMIC HT  -         192.026 (meters)     630.01  (feet)  COMP
 PL0298  MODELED GRAV-     980,527.5   (mgal)                       NAVD 88
 PL0298
 PL0298  VERT ORDER  -  SECOND    CLASS 0
 PL0298
 PL0298.The horizontal coordinates were scaled from a topographic map and have
 PL0298.an estimated accuracy of +/- 6 seconds.
 PL0298
 PL0298.The orthometric height was determined by differential leveling
 PL0298.and adjusted by the National Geodetic Survey in June 1991..
 PL0298
 PL0298.The geoid height was determined by GEOID03.
 PL0298
 PL0298.The dynamic height is computed by dividing the NAVD 88
 PL0298.geopotential number by the normal gravity value computed on the
 PL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0298.degrees latitude (g = 980.6199 gals.).
 PL0298
 PL0298.The modeled gravity was interpolated from observed gravity values.
 PL0298
 PL0298;                    North         East    Units  Estimated Accuracy
 PL0298;SPC MI C     -   179,480.    5,881,060.      MT  (+/- 180 meters Scaled)
 PL0298
 PL0298                          SUPERSEDED SURVEY CONTROL
 PL0298
 PL0298  NGVD 29 (??/??/92)  192.143  (m)          630.39   (f) ADJ UNCH    2 0
 PL0298
 PL0298.Superseded values are not recommended for survey control.
 PL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0298.See file dsdata.txt to determine how the superseded data were derived.
 PL0298
 PL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ889748(NAD 83)
 PL0298_MARKER: DB = BENCH MARK DISK
 PL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0298_STAMPING: J 88 1934
 PL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0298+STABILITY: SURFACE MOTION
 PL0298
 PL0298  HISTORY     - Date     Condition        Report By
 PL0298  HISTORY     - 1934     MONUMENTED       CGS
 PL0298  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 PL0298
 PL0298                          STATION DESCRIPTION
 PL0298
 PL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0298'7.7 MI NE FROM GLEN ARBOR.
 PL0298'7.7 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM GLEN ARBOR, AT
 PL0298'NORTH UNITY, 75 YARDS WEST OF THE BUILDING OF ONIEDA GRANGE 1475,
 PL0298'28 YARDS SOUTH OF THE HOME OF GEORGE SHASTA IN 1934, 17 YARDS
 PL0298'SOUTH OF THE JUNCTION OF COUNTY HIGHWAY 617, 15 YARDS SOUTH OF
 PL0298'STATE HIGHWAY 22, AND 10 YARDS EAST OF THE CENTERLINE OF COUNTY
 PL0298'HIGHWAY 617.  A STANDARD DISK, STAMPED J 88 1934 AND SET IN
 PL0298'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 PL0298
 PL0298                          STATION RECOVERY (1989)
 PL0298
 PL0298'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0023 ***********************************************************************
 PM0023  DESIGNATION -  J 89
 PM0023  PID         -  PM0023
 PM0023  STATE/COUNTY-  MI/BENZIE
 PM0023  USGS QUAD   -  
 PM0023
 PM0023                         *CURRENT SURVEY CONTROL
 PM0023  ___________________________________________________________________
 PM0023* NAD 83(1986)-  44 36 55.     (N)    086 05 18.     (W)     SCALED    
 PM0023* NAVD 88     -       200.152  (meters)     656.67   (feet)  ADJUSTED  
 PM0023  ___________________________________________________________________
 PM0023  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 PM0023  DYNAMIC HT  -         200.131 (meters)     656.60  (feet)  COMP
 PM0023  MODELED GRAV-     980,511.5   (mgal)                       NAVD 88
 PM0023
 PM0023  VERT ORDER  -  SECOND    CLASS 0
 PM0023
 PM0023.The horizontal coordinates were scaled from a topographic map and have
 PM0023.an estimated accuracy of +/- 6 seconds.
 PM0023
 PM0023.The orthometric height was determined by differential leveling
 PM0023.and adjusted by the National Geodetic Survey in June 1991..
 PM0023
 PM0023.The geoid height was determined by GEOID03.
 PM0023
 PM0023.The dynamic height is computed by dividing the NAVD 88
 PM0023.geopotential number by the normal gravity value computed on the
 PM0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0023.degrees latitude (g = 980.6199 gals.).
 PM0023
 PM0023.The modeled gravity was interpolated from observed gravity values.
 PM0023
 PM0023;                    North         East    Units  Estimated Accuracy
 PM0023;SPC MI C     -   145,750.    5,863,370.      MT  (+/- 180 meters Scaled)
 PM0023
 PM0023                          SUPERSEDED SURVEY CONTROL
 PM0023
 PM0023  NGVD 29 (??/??/92)  200.248  (m)          656.98   (f) ADJ UNCH    2 0
 PM0023
 PM0023.Superseded values are not recommended for survey control.
 PM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0023.See file dsdata.txt to determine how the superseded data were derived.
 PM0023
 PM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ723406(NAD 83)
 PM0023_MARKER: DB = BENCH MARK DISK
 PM0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0023_STAMPING: J 89 1934
 PM0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0023+STABILITY: SURFACE MOTION
 PM0023
 PM0023  HISTORY     - Date     Condition        Report By
 PM0023  HISTORY     - 1934     MONUMENTED       CGS
 PM0023  HISTORY     - 19960816 MARK NOT FOUND   USPSQD
 PM0023
 PM0023                          STATION DESCRIPTION
 PM0023
 PM0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0023'1 MI SE FROM BEULAH.
 PM0023'1.0 MILE SOUTHEAST ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 PM0023'AT BEULAH, BENZIE COUNTY, 27 YARDS SOUTHWEST OF THE CENTER
 PM0023'OF A ROAD CROSSING, 15 YARDS WEST OF THE WEST SIDE OF THE
 PM0023'CONCRETE-BLOCK BUILDING OF THE CASE LUMBER CO. IN 1934, 7
 PM0023'YARDS WEST OF THE WEST RAIL, 4 YARDS NORTHEAST OF A POWER-LINE
 PM0023'POLE, 1 YARD WEST OF A FENCE, AND 1-1/2 FEET HIGHER THAN THE
 PM0023'RAIL.  A STANDARD DISK, STAMPED J 89 1934 AND SET IN THE TOP
 PM0023'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PM0023
 PM0023                          STATION RECOVERY (1996)
 PM0023
 PM0023'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0115 ***********************************************************************
 PL0115  DESIGNATION -  J 91
 PL0115  PID         -  PL0115
 PL0115  STATE/COUNTY-  MI/CLARE
 PL0115  USGS QUAD   -  
 PL0115
 PL0115                         *CURRENT SURVEY CONTROL
 PL0115  ___________________________________________________________________
 PL0115* NAD 83(1986)-  44 02 45.     (N)    084 48 30.     (W)     SCALED    
 PL0115* NAVD 88     -       348.289  (meters)    1142.68   (feet)  ADJUSTED  
 PL0115  ___________________________________________________________________
 PL0115  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 PL0115  DYNAMIC HT  -         348.225 (meters)    1142.47  (feet)  COMP
 PL0115  MODELED GRAV-     980,426.0   (mgal)                       NAVD 88
 PL0115
 PL0115  VERT ORDER  -  SECOND    CLASS 0
 PL0115
 PL0115.The horizontal coordinates were scaled from a topographic map and have
 PL0115.an estimated accuracy of +/- 6 seconds.
 PL0115
 PL0115.The orthometric height was determined by differential leveling
 PL0115.and adjusted by the National Geodetic Survey in June 1991..
 PL0115
 PL0115.The geoid height was determined by GEOID03.
 PL0115
 PL0115.The dynamic height is computed by dividing the NAVD 88
 PL0115.geopotential number by the normal gravity value computed on the
 PL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0115.degrees latitude (g = 980.6199 gals.).
 PL0115
 PL0115.The modeled gravity was interpolated from observed gravity values.
 PL0115
 PL0115;                    North         East    Units  Estimated Accuracy
 PL0115;SPC MI C     -    81,120.    5,964,600.      MT  (+/- 180 meters Scaled)
 PL0115
 PL0115                          SUPERSEDED SURVEY CONTROL
 PL0115
 PL0115  NGVD 29 (??/??/92)  348.410  (m)         1143.08   (f) ADJ UNCH    2 0
 PL0115
 PL0115.Superseded values are not recommended for survey control.
 PL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0115.See file dsdata.txt to determine how the superseded data were derived.
 PL0115
 PL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP755792(NAD 83)
 PL0115_MARKER: DB = BENCH MARK DISK
 PL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0115_STAMPING: J 91 1934
 PL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0115+STABILITY: SURFACE MOTION
 PL0115
 PL0115  HISTORY     - Date     Condition        Report By
 PL0115  HISTORY     - 1934     MONUMENTED       CGS
 PL0115  HISTORY     - 1976     GOOD             NGS
 PL0115  HISTORY     - 20010927 GOOD             USPSQD
 PL0115  HISTORY     - 20030610 GOOD             WILCOX
 PL0115
 PL0115                          STATION DESCRIPTION
 PL0115
 PL0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0115'1.8 MI N FROM HARRISON.
 PL0115'1.8 MILES NORTH ALONG U.S. HIGHWAY 27 FROM THE POST OFFICE AT
 PL0115'HARRISON, CLARE COUNTY, AT A DIRT-ROAD INTERSECTION, 54 FEET
 PL0115'SOUTH OF THE CENTERLINE OF THE ROAD, 44 FEET WEST OF THE CENTERLINE
 PL0115'OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 PL0115'STAMPED J 91 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0115
 PL0115                          STATION RECOVERY (1976)
 PL0115
 PL0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0115'1.9 MILES NORTH ALONG OLD HIGHWAY 27 FROM ITS JUNCTION WITH HIGHWAY
 PL0115'61 IN HARRISON, IN SOUTHWEST CORNER OF INTERSECTION OF CLARE ROAD
 PL0115'(OLD HIGHWAY 27) AND CRANBERRY LAKE ROAD, 42 FEET WEST OF THE CENTER
 PL0115'OF THE HIGHWAY, AND 31.5 FEET SOUTHWEST OF A POWER POLE A ROD WAS
 PL0115'DRIVEN BESIDE THE MARK.
 PL0115
 PL0115                          STATION RECOVERY (2001)
 PL0115
 PL0115'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0115'RECOVERED IN GOOD CONDITION.
 PL0115
 PL0115                          STATION RECOVERY (2003)
 PL0115
 PL0115'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2003 (GS)
 PL0115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0248 ***********************************************************************
 OK0248  DESIGNATION -  J 92
 OK0248  PID         -  OK0248
 OK0248  STATE/COUNTY-  MI/OSCEOLA
 OK0248  USGS QUAD   -  
 OK0248
 OK0248                         *CURRENT SURVEY CONTROL
 OK0248  ___________________________________________________________________
 OK0248* NAD 83(1986)-  43 53 53.     (N)    085 11 06.     (W)     SCALED    
 OK0248* NAVD 88     -       318.922  (meters)    1046.33   (feet)  ADJUSTED  
 OK0248  ___________________________________________________________________
 OK0248  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 OK0248  DYNAMIC HT  -         318.873 (meters)    1046.17  (feet)  COMP
 OK0248  MODELED GRAV-     980,457.0   (mgal)                       NAVD 88
 OK0248
 OK0248  VERT ORDER  -  SECOND    CLASS 0
 OK0248
 OK0248.The horizontal coordinates were scaled from a topographic map and have
 OK0248.an estimated accuracy of +/- 6 seconds.
 OK0248
 OK0248.The orthometric height was determined by differential leveling
 OK0248.and adjusted by the National Geodetic Survey in June 1991..
 OK0248
 OK0248.The geoid height was determined by GEOID03.
 OK0248
 OK0248.The dynamic height is computed by dividing the NAVD 88
 OK0248.geopotential number by the normal gravity value computed on the
 OK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0248.degrees latitude (g = 980.6199 gals.).
 OK0248
 OK0248.The modeled gravity was interpolated from observed gravity values.
 OK0248
 OK0248;                    North         East    Units  Estimated Accuracy
 OK0248;SPC MI C     -    64,940.    5,934,250.      MT  (+/- 180 meters Scaled)
 OK0248
 OK0248                          SUPERSEDED SURVEY CONTROL
 OK0248
 OK0248  NGVD 29 (??/??/92)  319.035  (m)         1046.70   (f) ADJ UNCH    2 0
 OK0248
 OK0248.Superseded values are not recommended for survey control.
 OK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0248.See file dsdata.txt to determine how the superseded data were derived.
 OK0248
 OK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP457621(NAD 83)
 OK0248_MARKER: DB = BENCH MARK DISK
 OK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0248_STAMPING: J 92 1934
 OK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0248+STABILITY: SURFACE MOTION
 OK0248
 OK0248  HISTORY     - Date     Condition        Report By
 OK0248  HISTORY     - 1934     MONUMENTED       CGS
 OK0248  HISTORY     - 1948     MARK NOT FOUND   NGS
 OK0248  HISTORY     - 19940903 MARK NOT FOUND   USPSQD
 OK0248  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 OK0248
 OK0248                          STATION DESCRIPTION
 OK0248
 OK0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 OK0248'AT SEARS.
 OK0248'AT SEARS, ON THE CHESAPEAKE AND OHIO RAILWAY, 60 YARDS EAST OF
 OK0248'THE STATION, AT A ROAD CROSSING, 70 FEET WEST OF THE CENTERLINE
 OK0248'OF THE ROAD, 65 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK,
 OK0248'IN LINE WITH A ROW OF POLES, AND ABOUT 1 FOOT BELOW THE TOP
 OK0248'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 92 1934 AND
 OK0248'SET IN THE TOP OF A CONCRETE POST.
 OK0248
 OK0248                          STATION RECOVERY (1994)
 OK0248
 OK0248'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0248'MARK NOT FOUND.
 OK0248
 OK0248                          STATION RECOVERY (2001)
 OK0248
 OK0248'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0248'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0235 ***********************************************************************
 OK0235  DESIGNATION -  J 93
 OK0235  PID         -  OK0235
 OK0235  STATE/COUNTY-  MI/GLADWIN
 OK0235  USGS QUAD   -  COLEMAN NE (1985)
 OK0235
 OK0235                         *CURRENT SURVEY CONTROL
 OK0235  ___________________________________________________________________
 OK0235* NAD 83(1986)-  43 57 07.     (N)    084 30 19.     (W)     SCALED    
 OK0235* NAVD 88     -       234.937  (meters)     770.79   (feet)  ADJUSTED  
 OK0235  ___________________________________________________________________
 OK0235  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OK0235  DYNAMIC HT  -         234.896 (meters)     770.65  (feet)  COMP
 OK0235  MODELED GRAV-     980,441.0   (mgal)                       NAVD 88
 OK0235
 OK0235  VERT ORDER  -  SECOND    CLASS 0
 OK0235
 OK0235.The horizontal coordinates were scaled from a topographic map and have
 OK0235.an estimated accuracy of +/- 6 seconds.
 OK0235
 OK0235.The orthometric height was determined by differential leveling
 OK0235.and adjusted by the National Geodetic Survey in June 1991..
 OK0235
 OK0235.The geoid height was determined by GEOID03.
 OK0235
 OK0235.The dynamic height is computed by dividing the NAVD 88
 OK0235.geopotential number by the normal gravity value computed on the
 OK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0235.degrees latitude (g = 980.6199 gals.).
 OK0235
 OK0235.The modeled gravity was interpolated from observed gravity values.
 OK0235
 OK0235;                    North         East    Units  Estimated Accuracy
 OK0235;SPC MI C     -    70,610.    5,988,870.      MT  (+/- 180 meters Scaled)
 OK0235
 OK0235                          SUPERSEDED SURVEY CONTROL
 OK0235
 OK0235  NGVD 29 (??/??/92)  235.094  (m)          771.30   (f) ADJ UNCH    2 0
 OK0235
 OK0235.Superseded values are not recommended for survey control.
 OK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0235.See file dsdata.txt to determine how the superseded data were derived.
 OK0235
 OK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP001695(NAD 83)
 OK0235_MARKER: DB = BENCH MARK DISK
 OK0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0235_STAMPING: J 93 1934
 OK0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0235+STABILITY: SURFACE MOTION
 OK0235
 OK0235  HISTORY     - Date     Condition        Report By
 OK0235  HISTORY     - 1934     MONUMENTED       CGS
 OK0235  HISTORY     - 1968     MARK NOT FOUND   USGS
 OK0235  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0235
 OK0235                          STATION DESCRIPTION
 OK0235
 OK0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0235'3 MI S FROM GLADWIN.
 OK0235'3.0 MILES SOUTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 OK0235'GLADWIN, GLADWIN COUNTY, AT A CROSSROAD, 34.3 FEET NORTH OF THE
 OK0235'CENTERLINE OF THE ROAD, 23.5 FEET SOUTH OF POLE 566, AND LEVEL
 OK0235'WITH THE ROADWAY.  A STANDARD DISK, STAMPED J 93 1934 AND SET
 OK0235'IN THE TOP OF A CONCRETE POST.
 OK0235
 OK0235                          STATION RECOVERY (1968)
 OK0235
 OK0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 OK0235'MARK NOT FOUND.
 OK0235
 OK0235                          STATION RECOVERY (1998)
 OK0235
 OK0235'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0024 ***********************************************************************
 OL0024  DESIGNATION -  J 94
 OL0024  PID         -  OL0024
 OL0024  STATE/COUNTY-  MI/MASON
 OL0024  USGS QUAD   -  CUSTER (1987)
 OL0024
 OL0024                         *CURRENT SURVEY CONTROL
 OL0024  ___________________________________________________________________
 OL0024* NAD 83(1986)-  43 56 48.     (N)    086 10 08.     (W)     SCALED    
 OL0024* NAVD 88     -       208.086  (meters)     682.70   (feet)  ADJUSTED  
 OL0024  ___________________________________________________________________
 OL0024  GEOID HEIGHT-         -34.72  (meters)                     GEOID03
 OL0024  DYNAMIC HT  -         208.050 (meters)     682.58  (feet)  COMP
 OL0024  MODELED GRAV-     980,443.3   (mgal)                       NAVD 88
 OL0024
 OL0024  VERT ORDER  -  FIRST     CLASS II
 OL0024
 OL0024.The horizontal coordinates were scaled from a topographic map and have
 OL0024.an estimated accuracy of +/- 6 seconds.
 OL0024
 OL0024.The orthometric height was determined by differential leveling
 OL0024.and adjusted by the National Geodetic Survey in June 1991..
 OL0024
 OL0024.The geoid height was determined by GEOID03.
 OL0024
 OL0024.The dynamic height is computed by dividing the NAVD 88
 OL0024.geopotential number by the normal gravity value computed on the
 OL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0024.degrees latitude (g = 980.6199 gals.).
 OL0024
 OL0024.The modeled gravity was interpolated from observed gravity values.
 OL0024
 OL0024;                    North         East    Units  Estimated Accuracy
 OL0024;SPC MI C     -    71,620.    5,855,320.      MT  (+/- 180 meters Scaled)
 OL0024
 OL0024                          SUPERSEDED SURVEY CONTROL
 OL0024
 OL0024  NGVD 29 (??/??/92)  208.170  (m)          682.97   (f) ADJ UNCH    1 2
 OL0024
 OL0024.Superseded values are not recommended for survey control.
 OL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0024.See file dsdata.txt to determine how the superseded data were derived.
 OL0024
 OL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP666662(NAD 83)
 OL0024_MARKER: DB = BENCH MARK DISK
 OL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0024_STAMPING: J 94 1934
 OL0024_MARK LOGO: CGS   
 OL0024_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0024+STABILITY: SURFACE MOTION
 OL0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0024+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0024
 OL0024  HISTORY     - Date     Condition        Report By
 OL0024  HISTORY     - 1934     MONUMENTED       CGS
 OL0024  HISTORY     - 1984     GOOD             NGS
 OL0024  HISTORY     - 19921109 GOOD             NGS
 OL0024  HISTORY     - 19961118 GOOD             USPSQD
 OL0024  HISTORY     - 20010815 GOOD             NGS
 OL0024  HISTORY     - 20051014 GOOD             USPSQD
 OL0024
 OL0024                          STATION DESCRIPTION
 OL0024
 OL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0024'2.5 MI E FROM CUSTER.
 OL0024'2.5 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OL0024'STATION AT CUSTER, MASON COUNTY, 75 YARDS SOUTH OF A ONE-STORY
 OL0024'FRAME FARMHOUSE, AT A ROAD CROSSING, 43 FEET SOUTH OF THE SOUTH
 OL0024'RAIL, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 27 FEET
 OL0024'SOUTHEAST OF A CROSSING SIGN, 9 FEET SOUTHEAST OF TELEPHONE
 OL0024'POLE 4636, 2.5 FEET NORTH OF A FENCE, AND ABOUT 1 FOOT BELOW
 OL0024'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED J 94 1934 AND
 OL0024'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 OL0024'GROUND.
 OL0024
 OL0024                          STATION RECOVERY (1984)
 OL0024
 OL0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0024'RECOVERED IN GOOD CONDITION.  NOTE, ADD, 0.31 METERS (1.0 FT) EAST OF
 OL0024'A VERTICAL FOUR BY FOUR INCH POST WITH A U.S. FOREST SERVICE YELLOW
 OL0024'WARNING SIGN ATTACHED.
 OL0024
 OL0024                          STATION RECOVERY (1992)
 OL0024
 OL0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OL0024'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE
 OL0024'IN CUSTER, THENCE 0.8 KM (0.50 MI) SOUTHERLY A DIRT ROAD, 13.9 M (45.6
 OL0024'FT) SOUTH OF THE NEAR RAIL OF THE CHESSIE SYSTEMS RAILROAD, 9.2 M
 OL0024'(30.2 FT) EAST OF THE ROAD CENTER, 1.7 M (5.6 FT) NORTHEAST OF A FENCE
 OL0024'CORNER, 0.8 M (2.6 FT) NORTH OF A FENCE, 0.6 M (2.0 FT) BELOW THE
 OL0024'LEVEL OF THE TRACK, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND THE
 OL0024'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 OL0024
 OL0024                          STATION RECOVERY (1996)
 OL0024
 OL0024'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0024'RECOVERED IN GOOD CONDITION.
 OL0024
 OL0024                          STATION RECOVERY (2001)
 OL0024
 OL0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0024'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0024
 OL0024                          STATION RECOVERY (2005)
 OL0024
 OL0024'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0049 ***********************************************************************
 OL0049  DESIGNATION -  J 96
 OL0049  PID         -  OL0049
 OL0049  STATE/COUNTY-  MI/MUSKEGON
 OL0049  USGS QUAD   -  HOLTON (1985)
 OL0049
 OL0049                         *CURRENT SURVEY CONTROL
 OL0049  ___________________________________________________________________
 OL0049* NAD 83(1986)-  43 23 44.     (N)    086 07 23.     (W)     SCALED    
 OL0049* NAVD 88     -       204.303  (meters)     670.28   (feet)  ADJUSTED  
 OL0049  ___________________________________________________________________
 OL0049  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 OL0049  DYNAMIC HT  -         204.261 (meters)     670.15  (feet)  COMP
 OL0049  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OL0049
 OL0049  VERT ORDER  -  SECOND    CLASS 0
 OL0049
 OL0049.The horizontal coordinates were scaled from a topographic map and have
 OL0049.an estimated accuracy of +/- 6 seconds.
 OL0049
 OL0049.The orthometric height was determined by differential leveling
 OL0049.and adjusted by the National Geodetic Survey in June 1991..
 OL0049
 OL0049.The geoid height was determined by GEOID03.
 OL0049
 OL0049.The dynamic height is computed by dividing the NAVD 88
 OL0049.geopotential number by the normal gravity value computed on the
 OL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0049.degrees latitude (g = 980.6199 gals.).
 OL0049
 OL0049.The modeled gravity was interpolated from observed gravity values.
 OL0049
 OL0049;                    North         East    Units  Estimated Accuracy
 OL0049;SPC MI S     -   212,040.    3,857,720.      MT  (+/- 180 meters Scaled)
 OL0049
 OL0049                          SUPERSEDED SURVEY CONTROL
 OL0049
 OL0049  NGVD 29 (??/??/92)  204.428  (m)          670.69   (f) ADJ UNCH    2 0
 OL0049
 OL0049.Superseded values are not recommended for survey control.
 OL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0049.See file dsdata.txt to determine how the superseded data were derived.
 OL0049
 OL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP710051(NAD 83)
 OL0049_MARKER: DB = BENCH MARK DISK
 OL0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0049_STAMPING: J 96 1934
 OL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0049+STABILITY: SURFACE MOTION
 OL0049
 OL0049  HISTORY     - Date     Condition        Report By
 OL0049  HISTORY     - 1934     MONUMENTED       CGS
 OL0049  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0049  HISTORY     - 19940627 MARK NOT FOUND   USPSQD
 OL0049
 OL0049                          STATION DESCRIPTION
 OL0049
 OL0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0049'2.6 MI W FROM HOLTON.
 OL0049'2.6 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OL0049'STATION AT HOLTON, MUSKEGON COUNTY, 300 YARDS WEST OF A SAND
 OL0049'CUT FOR A ROADBED, 200 YARDS NORTH OF A BARN WITH A SILO, AT
 OL0049'A ROAD CROSSING, 24 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 OL0049'34 FEET WEST OF THE WEST RAIL, AND LEVEL WITH THE TOP OF THE
 OL0049'RAIL.  A STANDARD DISK, STAMPED J 96 1934 AND SET IN THE TOP
 OL0049'OF A CONCRETE POST.
 OL0049
 OL0049                          STATION RECOVERY (1987)
 OL0049
 OL0049'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0049'MARK NOT FOUND.
 OL0049
 OL0049                          STATION RECOVERY (1994)
 OL0049
 OL0049'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0395 ***********************************************************************
 OK0395  DESIGNATION -  J 97
 OK0395  PID         -  OK0395
 OK0395  STATE/COUNTY-  MI/KENT
 OK0395  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0395
 OK0395                         *CURRENT SURVEY CONTROL
 OK0395  ___________________________________________________________________
 OK0395* NAD 83(1986)-  43 01 52.     (N)    085 40 02.     (W)     SCALED    
 OK0395* NAVD 88     -       190.367  (meters)     624.56   (feet)  ADJUSTED  
 OK0395  ___________________________________________________________________
 OK0395  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0395  DYNAMIC HT  -         190.319 (meters)     624.40  (feet)  COMP
 OK0395  MODELED GRAV-     980,363.7   (mgal)                       NAVD 88
 OK0395
 OK0395  VERT ORDER  -  SECOND    CLASS 0
 OK0395
 OK0395.The horizontal coordinates were scaled from a topographic map and have
 OK0395.an estimated accuracy of +/- 6 seconds.
 OK0395
 OK0395.The orthometric height was determined by differential leveling
 OK0395.and adjusted by the National Geodetic Survey in June 1991..
 OK0395
 OK0395.The geoid height was determined by GEOID03.
 OK0395
 OK0395.The dynamic height is computed by dividing the NAVD 88
 OK0395.geopotential number by the normal gravity value computed on the
 OK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0395.degrees latitude (g = 980.6199 gals.).
 OK0395
 OK0395.The modeled gravity was interpolated from observed gravity values.
 OK0395
 OK0395;                    North         East    Units  Estimated Accuracy
 OK0395;SPC MI S     -   170,890.    3,894,020.      MT  (+/- 180 meters Scaled)
 OK0395
 OK0395                          SUPERSEDED SURVEY CONTROL
 OK0395
 OK0395  NGVD 29 (??/??/92)  190.504  (m)          625.01   (f) ADJ UNCH    2 0
 OK0395
 OK0395.Superseded values are not recommended for survey control.
 OK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0395.See file dsdata.txt to determine how the superseded data were derived.
 OK0395
 OK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN085651(NAD 83)
 OK0395_MARKER: DB = BENCH MARK DISK
 OK0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0395_STAMPING: J 97 1934
 OK0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0395+STABILITY: SURFACE MOTION
 OK0395
 OK0395  HISTORY     - Date     Condition        Report By
 OK0395  HISTORY     - 1934     MONUMENTED       CGS
 OK0395  HISTORY     - 1962     POOR             DOD
 OK0395  HISTORY     - 1983     POOR             USPSQD
 OK0395  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 OK0395  HISTORY     - 19970315 MARK NOT FOUND   USPSQD
 OK0395  HISTORY     - 20011220 MARK NOT FOUND   LOCSUR
 OK0395
 OK0395                          STATION DESCRIPTION
 OK0395
 OK0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0395'AT COMSTOCK PARK.
 OK0395'AT COMSTOCK PARK, KENT COUNTY, ON THE CHESAPEAKE AND OHIO
 OK0395'RAILWAY, 27 FEET SOUTH OF THE SOUTH WALL OF THE STATION, 90
 OK0395'FEET NORTH OF THE CROSSING OF THE PENNSYLVANIA RAILROAD, 14
 OK0395'FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD TRACK,
 OK0395'15 FEET EAST OF THE EAST RAIL OF THE PETOSKEY BRANCH OF THE
 OK0395'CHESAPEAKE AND OHIO RAILWAY TRACK, AND LEVEL WITH THE TOP
 OK0395'OF THE RAIL.  A STANDARD DISK, STAMPED J 97 1934 AND SET IN
 OK0395'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0395
 OK0395                          STATION RECOVERY (1962)
 OK0395
 OK0395'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1962
 OK0395'MARK RECOVERED IN POOR CONDITION.
 OK0395
 OK0395                          STATION RECOVERY (1983)
 OK0395
 OK0395'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0395'DATE ABRADED FROM DISC AND ILLEGIBLE. POST KNOCKED OVER AND LEANS
 OK0395'SHAPLY TO NORTH . RAILROAD STATION HAS BEEN REMOVED. SOME RENOVATION
 OK0395'OF TRACKS APPEARS TO BE IN PROGRESS.
 OK0395
 OK0395                          STATION RECOVERY (1991)
 OK0395
 OK0395'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDK)
 OK0395'MARK NOT FOUND.
 OK0395
 OK0395                          STATION RECOVERY (1997)
 OK0395
 OK0395'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0395'MARK NOT FOUND.
 OK0395
 OK0395                          STATION RECOVERY (2001)
 OK0395
 OK0395'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KB)
 OK0395'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0521 ***********************************************************************
 NF0521  DESIGNATION -  J 98
 NF0521  PID         -  NF0521
 NF0521  STATE/COUNTY-  MI/ALLEGAN
 NF0521  USGS QUAD   -  OTSEGO (1973)
 NF0521
 NF0521                         *CURRENT SURVEY CONTROL
 NF0521  ___________________________________________________________________
 NF0521* NAD 83(1986)-  42 27 53.     (N)    085 37 55.     (W)     SCALED    
 NF0521* NAVD 88     -       219.871  (meters)     721.36   (feet)  ADJUSTED  
 NF0521  ___________________________________________________________________
 NF0521  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0521  DYNAMIC HT  -         219.806 (meters)     721.15  (feet)  COMP
 NF0521  MODELED GRAV-     980,321.8   (mgal)                       NAVD 88
 NF0521
 NF0521  VERT ORDER  -  SECOND    CLASS 0
 NF0521
 NF0521.The horizontal coordinates were scaled from a topographic map and have
 NF0521.an estimated accuracy of +/- 6 seconds.
 NF0521
 NF0521.The orthometric height was determined by differential leveling
 NF0521.and adjusted by the National Geodetic Survey in June 1991..
 NF0521
 NF0521.The geoid height was determined by GEOID03.
 NF0521
 NF0521.The dynamic height is computed by dividing the NAVD 88
 NF0521.geopotential number by the normal gravity value computed on the
 NF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0521.degrees latitude (g = 980.6199 gals.).
 NF0521
 NF0521.The modeled gravity was interpolated from observed gravity values.
 NF0521
 NF0521;                    North         East    Units  Estimated Accuracy
 NF0521;SPC MI S     -   107,940.    3,895,950.      MT  (+/- 180 meters Scaled)
 NF0521
 NF0521                          SUPERSEDED SURVEY CONTROL
 NF0521
 NF0521  NGVD 29 (??/??/92)  220.004  (m)          721.80   (f) ADJ UNCH    2 0
 NF0521
 NF0521.Superseded values are not recommended for survey control.
 NF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0521.See file dsdata.txt to determine how the superseded data were derived.
 NF0521
 NF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN124022(NAD 83)
 NF0521_MARKER: DB = BENCH MARK DISK
 NF0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0521_STAMPING: J 98 1934 721.833
 NF0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0521+STABILITY: SURFACE MOTION
 NF0521
 NF0521  HISTORY     - Date     Condition        Report By
 NF0521  HISTORY     - 1934     MONUMENTED       CGS
 NF0521  HISTORY     - 1948     GOOD             NGS
 NF0521  HISTORY     - 1974     GOOD             DARA
 NF0521  HISTORY     - 1977     GOOD             MIDH
 NF0521  HISTORY     - 1989     POOR             USPSQD
 NF0521  HISTORY     - 20031102 POOR             USPSQD
 NF0521  HISTORY     - 20060318 POOR             USPSQD
 NF0521
 NF0521                          STATION DESCRIPTION
 NF0521
 NF0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0521'1.4 MI N FROM PLAINWELL.
 NF0521'1.4 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 NF0521'AT PLAINWELL, AT THE CROSSING OF A BLACK TOP ROAD (COUNTY ROAD
 NF0521'NO. 412), 28 FEET EAST OF THE EAST RAIL OF THE TRACK, 34 FEET
 NF0521'NORTH OF THE CENTER LINE OF THE ROAD, 5.5 FEET NORTH OF THE WEST
 NF0521'END OF A WHITE PICKET FENCE IN FRONT OF A HOUSE, 19 FEET
 NF0521'NORTHEAST OF THE CROSSING WARNING SIGN, 13.5 FEET WEST OF A
 NF0521'POWER POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0521'5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 NF0521'PROJECTING 5 INCHES.  NOTE-- WITNESS POST WAS SET 2 FEET NORTH
 NF0521'OF MARK.
 NF0521
 NF0521                          STATION RECOVERY (1974)
 NF0521
 NF0521'RECOVERY NOTE BY D A RATEKIN AND ASSOCIATES 1974
 NF0521'RECOVERED IN GOOD CONDITION.
 NF0521
 NF0521                          STATION RECOVERY (1977)
 NF0521
 NF0521'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0521'RECOVERED IN GOOD CONDITION.
 NF0521
 NF0521                          STATION RECOVERY (1989)
 NF0521
 NF0521'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0521'MARK RECOVERED IN POOR CONDITION.
 NF0521
 NF0521                          STATION RECOVERY (2003)
 NF0521
 NF0521'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0521'MARK RECOVERED IN POOR CONDITION.
 NF0521
 NF0521                          STATION RECOVERY (2006)
 NF0521
 NF0521'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0521'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1367 ***********************************************************************
 MD1367  DESIGNATION -  J 9=818.8
 MD1367  PID         -  MD1367
 MD1367  STATE/COUNTY-  MI/ST JOSEPH
 MD1367  USGS QUAD   -  CONSTANTINE (1972)
 MD1367
 MD1367                         *CURRENT SURVEY CONTROL
 MD1367  ___________________________________________________________________
 MD1367* NAD 83(1986)-  41 47 44.     (N)    085 38 18.     (W)     SCALED    
 MD1367* NAVD 88     -       249.442  (meters)     818.38   (feet)  ADJUSTED  
 MD1367  ___________________________________________________________________
 MD1367  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 MD1367  DYNAMIC HT  -         249.352 (meters)     818.08  (feet)  COMP
 MD1367  MODELED GRAV-     980,256.6   (mgal)                       NAVD 88
 MD1367
 MD1367  VERT ORDER  -  FIRST     CLASS II
 MD1367
 MD1367.The horizontal coordinates were scaled from a topographic map and have
 MD1367.an estimated accuracy of +/- 6 seconds.
 MD1367
 MD1367.The orthometric height was determined by differential leveling
 MD1367.and adjusted by the National Geodetic Survey in June 1991..
 MD1367
 MD1367.The geoid height was determined by GEOID03.
 MD1367
 MD1367.The dynamic height is computed by dividing the NAVD 88
 MD1367.geopotential number by the normal gravity value computed on the
 MD1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1367.degrees latitude (g = 980.6199 gals.).
 MD1367
 MD1367.The modeled gravity was interpolated from observed gravity values.
 MD1367
 MD1367;                    North         East    Units  Estimated Accuracy
 MD1367;SPC MI S     -    33,630.    3,894,300.      MT  (+/- 180 meters Scaled)
 MD1367
 MD1367                          SUPERSEDED SURVEY CONTROL
 MD1367
 MD1367  NGVD 29 (??/??/92)  249.578  (m)          818.82   (f) ADJ UNCH    1 2
 MD1367
 MD1367.Superseded values are not recommended for survey control.
 MD1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1367.See file dsdata.txt to determine how the superseded data were derived.
 MD1367
 MD1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131279(NAD 83)
 MD1367_MARKER: P = PIPE CAP
 MD1367_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MD1367_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MD1367_STAMPING: MICH 818.824 FT
 MD1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD1367
 MD1367  HISTORY     - Date     Condition        Report By
 MD1367  HISTORY     - UNK      MONUMENTED       USGS
 MD1367  HISTORY     - 1934     GOOD             NGS
 MD1367  HISTORY     - 1959     POOR             MI4760
 MD1367  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1367
 MD1367                          STATION DESCRIPTION
 MD1367
 MD1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD1367'AT WHITE PIGEON.
 MD1367'AT WHITE PIGEON, ST. JOSEPH COUNTY, ON CHICAGO ROAD, IN THE
 MD1367'SOUTHEAST CORNER OF THE OLD SCHOOL GROUNDS, 36 YARDS WEST OF
 MD1367'THE CENTER OF THE OLD SCHOOL BUILDING, AND 6 FEET NORTH OF THE
 MD1367'NORTH SIDEWALK EDGE ON CHICAGO ROAD.  A UNITED STATES GEOLOGICAL
 MD1367'SURVEY STANDARD CAP, STAMPED MICH 818.824 FT AND RIVETED ON THE
 MD1367'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 4 INCHES ABOVE GROUND.
 MD1367'NOTE-- MARK WAS FOUND HIT AND DAMAGED.
 MD1367
 MD1367                          STATION RECOVERY (1959)
 MD1367
 MD1367'RECOVERY NOTE BY CITY OF STURGIS MICHIGAN 1959
 MD1367'MARK RECOVERED IN POOR CONDITION.
 MD1367
 MD1367                          STATION RECOVERY (1993)
 MD1367
 MD1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1367'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0324 ***********************************************************************
 MC0324  DESIGNATION -  J C OF M
 MC0324  PID         -  MC0324
 MC0324  STATE/COUNTY-  MI/MONROE
 MC0324  USGS QUAD   -  MONROE (1979)
 MC0324
 MC0324                         *CURRENT SURVEY CONTROL
 MC0324  ___________________________________________________________________
 MC0324* NAD 83(1986)-  41 54 41.     (N)    083 23 04.     (W)     SCALED    
 MC0324* NAVD 88     -       176.499  (meters)     579.06   (feet)  ADJUSTED  
 MC0324  ___________________________________________________________________
 MC0324  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0324  DYNAMIC HT  -         176.435 (meters)     578.85  (feet)  COMP
 MC0324  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 MC0324
 MC0324  VERT ORDER  -  FIRST     CLASS I
 MC0324
 MC0324.The horizontal coordinates were scaled from a topographic map and have
 MC0324.an estimated accuracy of +/- 6 seconds.
 MC0324
 MC0324.The orthometric height was determined by differential leveling
 MC0324.and adjusted by the National Geodetic Survey in June 1991..
 MC0324.WARNING-Repeat measurements at this control monument indicate possible
 MC0324.vertical movement.
 MC0324
 MC0324.The geoid height was determined by GEOID03.
 MC0324
 MC0324.The dynamic height is computed by dividing the NAVD 88
 MC0324.geopotential number by the normal gravity value computed on the
 MC0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0324.degrees latitude (g = 980.6199 gals.).
 MC0324
 MC0324.The modeled gravity was interpolated from observed gravity values.
 MC0324
 MC0324;                    North         East    Units  Estimated Accuracy
 MC0324;SPC MI S     -    46,170.    4,081,490.      MT  (+/- 180 meters Scaled)
 MC0324
 MC0324                          SUPERSEDED SURVEY CONTROL
 MC0324
 MC0324  NGVD 29 (??/??/92)  176.667  (m)          579.62   (f) ADJ UNCH    1 1
 MC0324
 MC0324.Superseded values are not recommended for survey control.
 MC0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0324.See file dsdata.txt to determine how the superseded data were derived.
 MC0324
 MC0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG022426(NAD 83)
 MC0324_MARKER: P = PIPE CAP
 MC0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MC0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MC0324_STAMPING: 2 580.11
 MC0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0324
 MC0324  HISTORY     - Date     Condition        Report By
 MC0324  HISTORY     - UNK      MONUMENTED       MI3320
 MC0324  HISTORY     - 1968     GOOD             NGS
 MC0324  HISTORY     - 1969     GOOD             USLS
 MC0324  HISTORY     - 1980     GOOD             NGS
 MC0324
 MC0324                          STATION DESCRIPTION
 MC0324
 MC0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0324'AT MONROE.
 MC0324'AT MONROE, AT THE INTERSECTION OF EAST FRONT STREET AND WINCHESTER
 MC0324'STREET, AT THE JUNCTION OF THE STREETS SIDEWALK, 13.7 FEET
 MC0324'EAST OF A METAL POST SUPPORTING A PORT OF MONROE HISTORICAL
 MC0324'SIGN, 2.7 FEET NORTH OF THE ROUNDED CURB BETWEEN THE STREETS,
 MC0324'AND IS A 1 1/4 INCH BRASS CAP SCREWED ON THE TOP OF AN IRON
 MC0324'PIPE SET IN CONCRETE ACCESS TO WHICH IS HAD THROUGH A 1/2-FOOT
 MC0324'METAL COVER MARKED BM AND 1/2 FOOT BELOW THE LEVEL OF THE SIDEWALK.
 MC0324
 MC0324                          STATION RECOVERY (1969)
 MC0324
 MC0324'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0324'A BENCHMARK ESTABLISHED BY THE CITY OF MONROE, IS IN THE NORTH PART OF
 MC0324'MONROE, MONROE COUNTY, MICHIGAN, AT INTERSECTION OF SIDEWALKS, AT THE
 MC0324'NORTHWEST CORNER OF WINCHESTER AND FRONT STREETS, BEING HIGHEST POINT
 MC0324'ON TOP OF A 1-1/2-INCH BRASS CAP SCREWED TO TOP OF A 4 FOOT IRON PIPE
 MC0324'SET IN CONCRETE AND ENCASED BY A 5-1/4-INCH IRON PIPE, WITH TOP MARKED
 MC0324'B.M.
 MC0324
 MC0324                          STATION RECOVERY (1980)
 MC0324
 MC0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0656 ***********************************************************************
 OK0656  DESIGNATION -  JACKPORT
 OK0656  PID         -  OK0656
 OK0656  STATE/COUNTY-  MI/MIDLAND
 OK0656  USGS QUAD   -  AVERILL (1973)
 OK0656
 OK0656                         *CURRENT SURVEY CONTROL
 OK0656  ___________________________________________________________________
 OK0656* NAD 83(1994)-  43 39 40.36113(N)    084 15 41.57879(W)     ADJUSTED  
 OK0656* NAVD 88     -       189.2    (meters)     621.     (feet)  GPS OBS   
 OK0656  ___________________________________________________________________
 OK0656  X           -     462,107.900 (meters)                     COMP
 OK0656  Y           -  -4,598,496.436 (meters)                     COMP
 OK0656  Z           -   4,381,043.825 (meters)                     COMP
 OK0656  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 OK0656  ELLIP HEIGHT-         155.08  (meters)          (07/17/02) GPS OBS
 OK0656  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 OK0656
 OK0656  HORZ ORDER  -  FIRST
 OK0656  ELLP ORDER  -  FOURTH    CLASS I
 OK0656
 OK0656.This mark is at Jack Barstow Airport (3BS)
 OK0656
 OK0656.The horizontal coordinates were established by GPS observations
 OK0656.and adjusted by the National Geodetic Survey in February 1997..
 OK0656
 OK0656.The orthometric height was determined by GPS observations and a
 OK0656.high-resolution geoid model.
 OK0656
 OK0656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0656
 OK0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0656
 OK0656.The ellipsoidal height was determined by GPS observations
 OK0656.and is referenced to NAD 83.
 OK0656
 OK0656.The geoid height was determined by GEOID03.
 OK0656
 OK0656;                    North         East     Units Scale Factor Converg.
 OK0656;SPC MI S     -   240,077.686 4,008,478.848   MT  0.99999870   +0 04 17.5
 OK0656;SPC MI S     -   787,656.45 13,151,177.32   iFT  0.99999870   +0 04 17.5
 OK0656;UTM  16      - 4,837,889.830   720,802.316   MT  1.00019972   +1 53 28.9
 OK0656
 OK0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0656!SPC MI S     -   0.99997568  x   0.99999870  =   0.99997438
 OK0656!UTM  16      -   0.99997568  x   1.00019972  =   1.00017540
 OK0656
 OK0656:                Primary Azimuth Mark                     Grid Az
 OK0656:SPC MI S     -  JACKPORT AZ MK                           059 08 40.9
 OK0656:UTM  16      -  JACKPORT AZ MK                           057 19 29.5
 OK0656
 OK0656|---------------------------------------------------------------------|
 OK0656| PID    Reference Object                     Distance      Geod. Az  |
 OK0656|                                                           dddmmss.s |
 OK0656| OK0657 JACKPORT AZ MK                      APPROX. 0.6 KM 0591258.4 |
 OK0656|---------------------------------------------------------------------|
 OK0656
 OK0656                          SUPERSEDED SURVEY CONTROL
 OK0656
 OK0656  ELLIP H (02/03/97)  155.07   (m)                       GP(       ) 4 1
 OK0656  NAD 83(1986)-  43 39 40.35131(N)    084 15 41.60010(W) AD(       ) 1
 OK0656  NAD 83(1986)-  43 39 40.35286(N)    084 15 41.59992(W) AD(       ) 3
 OK0656  NGVD 29 (03/27/91)  189.7    (m)          622.     (f) GPS OBS        
 OK0656
 OK0656.Superseded values are not recommended for survey control.
 OK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0656.See file dsdata.txt to determine how the superseded data were derived.
 OK0656
 OK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2080237890(NAD 83)
 OK0656_MARKER: I = METAL ROD
 OK0656_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0656_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0656_STAMPING: JACKPORT 1989
 OK0656_MARK LOGO: NGS   
 OK0656_PROJECTION: FLUSH
 OK0656_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0656+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 OK0656_ROD/PIPE-DEPTH: 12.0 meters
 OK0656_SLEEVE-DEPTH  : 1.0 meters
 OK0656
 OK0656  HISTORY     - Date     Condition        Report By
 OK0656  HISTORY     - 1989     MONUMENTED       NGS
 OK0656  HISTORY     - 19930317 GOOD             LOCENG
 OK0656  HISTORY     - 20010604 GOOD             USPSQD
 OK0656  HISTORY     - 20060524 GOOD             INDIV
 OK0656
 OK0656                          STATION DESCRIPTION
 OK0656
 OK0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0656'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) NORTHWEST OF MIDLAND, AT
 OK0656'THE MIDLAND JACK BARSTOW AIRPORT, IN THE SOUTHWEST END OF THE
 OK0656'SOUTHWEST ONE OF THREE GRASS STRIPS BETWEEN RUNWAY 06-24 AND A
 OK0656'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF MIDLAND, C/O AIRPORT MANAGER
 OK0656'HAL PURVES, 202 ASHMAN STREET, MIDLAND MI 48640.  PHONE IS (517)
 OK0656'835-3231 OR HOME (517) 835-8654.
 OK0656'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND U.S
 OK0656'HIGHWAY 10 BUSINESS (EASTMAN ROAD) IN NORTH MIDLAND, GO NORTH FOR 50
 OK0656'METERS ON EASTMAN ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST
 OK0656'FOR 1.1 KM (0.70 MI) ON AIRPORT ROAD TO A PAVED ROAD RIGHT.  TURN
 OK0656'RIGHT AND GO NORTHERLY FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE
 OK0656'ROAD TO A PARKING AREA.  TURN RIGHT AND GO NORTHEAST FOR 70 METERS
 OK0656'ACROSS THE PARKING AREA, PASSING TO THE RIGHT OF THE AIRPORT OFFICE,
 OK0656'TO A GATE AND THE APRON.  TURN LEFT AND GO NORTHWEST FOR 70 METERS,
 OK0656'PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING TAXIWAY AND
 OK0656'THE STATION ON THE RIGHT.
 OK0656'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0656'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 12.0 METERS IN A GREASE
 OK0656'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OK0656'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OK0656'45.0 M (147.6 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 06-24,
 OK0656'19.9 M (65.3 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE PARALLEL
 OK0656'TAXIWAY, 15.8 M (51.8 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A
 OK0656'CONNECTING TAXIWAY AND 11.3 M (37.1 FT) SOUTHWEST FROM A 0.5 METER
 OK0656'ROUND METAL DRAIN COVER.
 OK0656'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0656'NOTE-GATE IS LOCKED CALL IN ADVANCE.
 OK0656'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0656
 OK0656                          STATION RECOVERY (1993)
 OK0656
 OK0656'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0656'RECOVERED IN GOOD CONDITION. NOTE-- AN EXCELLENT GPS STATION DOES NOT
 OK0656'FIT WITH EXISTING CONVENTIONAL STATIONS IN THIS AREA.
 OK0656
 OK0656                          STATION RECOVERY (2001)
 OK0656
 OK0656'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0656'C/O AIRPORT MANAGER STEVE BILE', 333 W. ELLSWORTH, MIDLAND MI. 48640.
 OK0656' 
 OK0656
 OK0656                          STATION RECOVERY (2006)
 OK0656
 OK0656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JLW)
 OK0656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0657 ***********************************************************************
 OK0657  DESIGNATION -  JACKPORT AZ MK
 OK0657  PID         -  OK0657
 OK0657  STATE/COUNTY-  MI/MIDLAND
 OK0657  USGS QUAD   -  AVERILL (1973)
 OK0657
 OK0657                         *CURRENT SURVEY CONTROL
 OK0657  ___________________________________________________________________
 OK0657* NAD 83(1994)-  43 39 49.52673(N)    084 15 20.38430(W)     ADJUSTED  
 OK0657* NAVD 88     -       190.3    (meters)     624.     (feet)  GPS OBS   
 OK0657  ___________________________________________________________________
 OK0657  X           -     462,560.940 (meters)                     COMP
 OK0657  Y           -  -4,598,255.383 (meters)                     COMP
 OK0657  Z           -   4,381,249.213 (meters)                     COMP
 OK0657  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 OK0657  ELLIP HEIGHT-         156.16  (meters)          (07/17/02) GPS OBS
 OK0657  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OK0657
 OK0657  HORZ ORDER  -  FIRST
 OK0657  ELLP ORDER  -  FOURTH    CLASS I
 OK0657
 OK0657.This mark is at Jack Barstow Airport (3BS)
 OK0657
 OK0657.The horizontal coordinates were established by GPS observations
 OK0657.and adjusted by the National Geodetic Survey in February 1997..
 OK0657
 OK0657.The orthometric height was determined by GPS observations and a
 OK0657.high-resolution geoid model.
 OK0657
 OK0657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0657
 OK0657.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0657
 OK0657.The ellipsoidal height was determined by GPS observations
 OK0657.and is referenced to NAD 83.
 OK0657
 OK0657.The geoid height was determined by GEOID03.
 OK0657
 OK0657;                    North         East     Units Scale Factor Converg.
 OK0657;SPC MI S     -   240,361.170 4,008,953.355   MT  0.99999931   +0 04 32.0
 OK0657;SPC MI S     -   788,586.52 13,152,734.10   iFT  0.99999931   +0 04 32.0
 OK0657;UTM  16      - 4,838,188.300   721,267.675   MT  1.00020225   +1 53 43.9
 OK0657
 OK0657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0657!SPC MI S     -   0.99997551  x   0.99999931  =   0.99997482
 OK0657!UTM  16      -   0.99997551  x   1.00020225  =   1.00017776
 OK0657
 OK0657:                Primary Azimuth Mark                     Grid Az
 OK0657:SPC MI S     -  JACKPORT                                 239 08 41.0
 OK0657:UTM  16      -  JACKPORT                                 237 19 29.1
 OK0657
 OK0657|---------------------------------------------------------------------|
 OK0657| PID    Reference Object                     Distance      Geod. Az  |
 OK0657|                                                           dddmmss.s |
 OK0657| OK0656 JACKPORT                            APPROX. 0.6 KM 2391313.0 |
 OK0657|---------------------------------------------------------------------|
 OK0657
 OK0657                          SUPERSEDED SURVEY CONTROL
 OK0657
 OK0657  ELLIP H (02/03/97)  156.15   (m)                       GP(       ) 4 1
 OK0657  NAD 83(1986)-  43 39 49.51698(N)    084 15 20.40562(W) AD(       ) 1
 OK0657  NAD 83(1986)-  43 39 49.51855(N)    084 15 20.40543(W) AD(       ) 3
 OK0657  NGVD 29 (03/27/91)  190.8    (m)          626.     (f) GPS OBS        
 OK0657
 OK0657.Superseded values are not recommended for survey control.
 OK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0657.See file dsdata.txt to determine how the superseded data were derived.
 OK0657
 OK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP2126838188(NAD 83)
 OK0657_MARKER: I = METAL ROD
 OK0657_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OK0657_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OK0657_STAMPING: JACKPORT AZ MK 1989
 OK0657_MARK LOGO: NGS   
 OK0657_PROJECTION: FLUSH
 OK0657_MAGNETIC: I = MARKER IS A STEEL ROD
 OK0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0657+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2001
 OK0657_ROD/PIPE-DEPTH: 11.5 meters
 OK0657_SLEEVE-DEPTH  : 1.0 meters
 OK0657
 OK0657  HISTORY     - Date     Condition        Report By
 OK0657  HISTORY     - 1989     MONUMENTED       NGS
 OK0657  HISTORY     - 20010604 GOOD             USPSQD
 OK0657
 OK0657                          STATION DESCRIPTION
 OK0657
 OK0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OK0657'THE STATION IS LOCATED ABOUT 5.3 KM (3.30 MI) NORTHWEST OF MIDLAND, AT
 OK0657'THE MIDLAND JACK BARSTOW AIRPORT, IN THE NORTHEAST END OF THE
 OK0657'NORTHEASTERN MOST ONE OF THREE GRASS STRIPS BETWEEN RUNWAY 06-24 AND A
 OK0657'PARALLEL TAXIWAY.  OWNERSHIP---CITY OF MIDLAND, C/O AIRPORT MANAGER
 OK0657'HAL PURVES, 202 ASHMAN STREET, MIDLAND MI 48640.  PHONE IS (517)
 OK0657'835-3231 OR HOME (517) 835-8654.
 OK0657'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND U.S.
 OK0657'HIGHWAY 10 BUSINESS (EASTMAN ROAD) IN NORTH MIDLAND, GO NORTH FOR 50
 OK0657'METERS ON EASTMAN ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST
 OK0657'FOR 1.1 KM (0.70 MI) ON AIRPORT ROAD TO A PAVED ROAD RIGHT.  TURN
 OK0657'RIGHT AND GO NORTHERLY FOR 0.4 KM (0.25 MI) ON THE AIRPORT ENTRANCE
 OK0657'ROAD TO A PARKING AREA.  TURN RIGHT AND GO NORTHEAST FOR 70 METERS
 OK0657'ACROSS THE PARKING AREA, PASSING TO THE RIGHT OF THE AIRPORT OFFICE,
 OK0657'ACROSS THE PARKING AREA TO A GATE AND THE APRON.  TURN LEFT AND GO
 OK0657'NORTHWEST FOR 70 METERS, PASSING THROUGH THE GATE, ACROSS THE APRON TO
 OK0657'A PARALLEL TAXIWAY.  TURN RIGHT AND GO NORTHEAST FOR 0.7 KM (0.45 MI)
 OK0657'ON THE PARALLEL TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE A
 OK0657'CONNECTING TAXIWAY LEFT.
 OK0657'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OK0657'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.5 METERS IN A GREASE
 OK0657'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OK0657'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OK0657'36.9 M (121.1 FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF RUNWAY 06-24,
 OK0657'30.1 M (98.8 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF A CONNECTING
 OK0657'TAXIWAY, 27.8 M (91.2 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 OK0657'PARALLEL TAXIWAY AND 0.7 KM (0.45 MI) NORTHEAST FROM A CARSONITE
 OK0657'WITNESS POST.
 OK0657'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OK0657'NOTE-GATE IS LOCKED CALL IN ADVANCE.
 OK0657'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OK0657
 OK0657                          STATION RECOVERY (2001)
 OK0657
 OK0657'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0657'C/O AIRPORT MANAGER STEVE BILE', 333 W. ELLSWORTH, MIDLAND MI. 48640.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1376 ***********************************************************************
 NF1376  DESIGNATION -  JACKSON
 NF1376  PID         -  NF1376
 NF1376  STATE/COUNTY-  MI/JACKSON
 NF1376  USGS QUAD   -  JACKSON SOUTH (1976)
 NF1376
 NF1376                         *CURRENT SURVEY CONTROL
 NF1376  ___________________________________________________________________
 NF1376* NAD 83(1994)-  42 14 51.67374(N)    084 24 24.15375(W)     ADJUSTED  
 NF1376* NAVD 88     -       286.     (meters)     938.     (feet)  SCALED    
 NF1376  ___________________________________________________________________
 NF1376  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 NF1376  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NF1376
 NF1376  HORZ ORDER  -  FIRST
 NF1376
 NF1376.The horizontal coordinates were established by classical geodetic methods
 NF1376.and adjusted by the National Geodetic Survey in February 1997..
 NF1376
 NF1376.The orthometric height was scaled from a topographic map.
 NF1376
 NF1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1376
 NF1376.The geoid height was determined by GEOID03.
 NF1376
 NF1376;                    North         East     Units Scale Factor Converg.
 NF1376;SPC MI S     -    83,052.683 3,996,695.433   MT  0.99996830   -0 01 38.1
 NF1376;SPC MI S     -   272,482.56 13,112,517.82   iFT  0.99996830   -0 01 38.1
 NF1376;UTM  16      - 4,680,533.649   713,942.407   MT  1.00016321   +1 44 39.2
 NF1376
 NF1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1376!SPC MI S     -   0.99996052  x   0.99996830  =   0.99992883
 NF1376!UTM  16      -   0.99996052  x   1.00016321  =   1.00012373
 NF1376
 NF1376:                Primary Azimuth Mark                     Grid Az
 NF1376:SPC MI S     -  JACKSON OLD ST PRISON FLAGPOLE           002 48 43.8
 NF1376:UTM  16      -  JACKSON OLD ST PRISON FLAGPOLE           001 02 26.5
 NF1376
 NF1376|---------------------------------------------------------------------|
 NF1376| PID    Reference Object                     Distance      Geod. Az  |
 NF1376|                                                           dddmmss.s |
 NF1376| NF1380 JACKSON OLD ST PRISON FLAGPOLE      APPROX. 1.0 KM 0024705.7 |
 NF1376| NF1754 PROSPECT RESET                      APPROX.23.1 KM 0681017.0 |
 NF1376| NF1367 AIRWAY BEACON NO 20                 APPROX.14.7 KM 0875125.1 |
 NF1376| NF1371 JACKSON HAYES WHEEL CO STACK        APPROX. 2.7 KM 0883847.7 |
 NF1376| CH0316 JACKSON RM 1                                       08941     |
 NF1376| NF1375 NEAR NYC RR BRICK STACK             APPROX. 2.3 KM 1134402.1 |
 NF1376| NF1374 JACKSON LEFERE TALL CONC STK        APPROX. 1.3 KM 1200858.4 |
 NF1376| NF1377 JACKSON CITY BANK AND TRUST FP      131.351 METERS 25151     |
 NF1376| CH0317 JACKSON RM 2                                       26945     |
 NF1376|---------------------------------------------------------------------|
 NF1376
 NF1376                          SUPERSEDED SURVEY CONTROL
 NF1376
 NF1376  NAD 83(1986)-  42 14 51.67475(N)    084 24 24.17290(W) AD(       ) 1
 NF1376  NAD 27      -  42 14 51.55611(N)    084 24 24.33799(W) AD(       ) 1
 NF1376
 NF1376.Superseded values are not recommended for survey control.
 NF1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1376.See file dsdata.txt to determine how the superseded data were derived.
 NF1376
 NF1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1394280534(NAD 83)
 NF1376
 NF1376  HISTORY     - Date     Condition        Report By
 NF1376  HISTORY     - 1932     MONUMENTED       CGS
 NF1376  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1376  HISTORY     - 1970     SEE DESCRIPTION  USGS
 NF1376  HISTORY     - 1977     GOOD             NGS
 NF1376
 NF1376                          STATION DESCRIPTION
 NF1376
 NF1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1376'IN JACKSON, ON
 NF1376'HIGHEST PART OF
 NF1376'ROOF OF UNION AND PEOPLES BANK BUILDING, 10.1 FEET NORTH OF
 NF1376'SOUTH EDGE OF COPING STONE ALONG
 NF1376'SOUTH EDGE OF ELEVATED PORTION OF ROOF, AND ON
 NF1376'LINE BETWEEN TWO REFERENCE MARKS IN COPING AT EAST
 NF1376'AND WEST SIDES OF ELEVATED
 NF1376'PART OF ROOF.  MARKED BY 8-PENNY NAIL DRIVEN IN
 NF1376'TAR-AND-GRAVEL-COVERED ROOF.
 NF1376'REFERENCE MARKS ARE STANDARD REFERENCE DISKS CEMENTED IN DRILL
 NF1376'HOLES IN COPING STONES.
 NF1376'NO. 1 IS IN CENTER OF COPING STONE ALONG EAST SIDE OF ELEVATED
 NF1376'PORTION OF ROOF, 10.1 FEET
 NF1376'NORTH OF SOUTH (OUTER) EDGE OF COPING STONE ALONG SOUTH SIDE OF
 NF1376'ELEVATED PORTION OF ROOF, AND 9.20
 NF1376'FEET FROM STATION IN AZIMUTH 269 DEG 41 MIN.  NO. 2
 NF1376'IS IN CENTER OF COPING STONE ALONG WEST SIDE OF
 NF1376'BUILDING, 2.75 FEET NORTH OF NORTH
 NF1376'EDGE OF SMALL UPRIGHT STONE PROJECTING ABOVE COPING, AND 8.57 FEET
 NF1376'FROM STATION IN AZIMUTH 89
 NF1376'DEG 45 MIN.  AZIMUTH FROM STATION TO JACKSON MOTOR SHAFT CO., FINIAL
 NF1376'OF TANK, DISTANT 1 MILE, IS 260
 NF1376'DEG 28 MIN 52 SEC, AND TO JACKSON, OLD STATE PRISON, FLAGPOLE,
 NF1376'DISTANT 0.5 MILE, 182 DEG 47 MIN 06 SEC.
 NF1376
 NF1376                          STATION RECOVERY (1970)
 NF1376
 NF1376'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JDS)
 NF1376'THE STATION AND MARKS WERE DESTROYED.
 NF1376'
 NF1376'QUOTE PRIMARY REFERENCE IN JACKSON ON THE HIGHEST PART OF BANK
 NF1376
 NF1376                          STATION RECOVERY (1977)
 NF1376
 NF1376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NF1376'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 NF1376'ALTHOUGH COVERED WITH ROOFING TAR.  THE STATION WAS NOT OCCUPIED AT
 NF1376'THIS TIME AS IT IS NOT TOO EASY TO GET TO.  THE REASON FOR RECOVERY
 NF1376'OF THE STATION IS THAT IT WAS THOUGHT TO BE ON ANOTHER BUILDING WHICH
 NF1376'WILL PROBALLY BE TORN DOWN IN THE NEAR FUTURE.  THE 1932
 NF1376'DESCRIPTION IS THE STATION ON THE UNION AND PEOPLES BANK BUILDING
 NF1376'IS NO LONGER SO.  THE STATION IS ON THE TOP OF THE JACKSON COUNTY
 NF1376'TOWER BUILDING DOWNTOWN JACKSON, MICHIGAN.
 NF1376'
 NF1376'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--DOWNTOWN JACKSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1382 ***********************************************************************
 NF1382  DESIGNATION -  JACKSON AUTO F AND B CO TANK
 NF1382  PID         -  NF1382
 NF1382  STATE/COUNTY-  MI/JACKSON
 NF1382  USGS QUAD   -  JACKSON NORTH (1976)
 NF1382
 NF1382                         *CURRENT SURVEY CONTROL
 NF1382  ___________________________________________________________________
 NF1382* NAD 83(1994)-  42 15 14.60022(N)    084 25 50.85616(W)     ADJUSTED  
 NF1382* NAVD 88     -                                                        
 NF1382  ___________________________________________________________________
 NF1382  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NF1382  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NF1382
 NF1382  HORZ ORDER  -  THIRD
 NF1382
 NF1382.The horizontal coordinates were established by classical geodetic methods
 NF1382.and adjusted by the National Geodetic Survey in February 1997..
 NF1382
 NF1382
 NF1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1382
 NF1382.The geoid height was determined by GEOID03.
 NF1382
 NF1382;                    North         East     Units Scale Factor Converg.
 NF1382;SPC MI S     -    83,761.287 3,994,708.413   MT  0.99996709   -0 02 37.1
 NF1382;SPC MI S     -   274,807.37 13,105,998.73   iFT  0.99996709   -0 02 37.1
 NF1382;UTM  16      - 4,681,180.606   711,934.048   MT  1.00015269   +1 43 41.6
 NF1382
 NF1382                          SUPERSEDED SURVEY CONTROL
 NF1382
 NF1382  NAD 83(1986)-  42 15 14.60082(N)    084 25 50.87539(W) AD(       ) 4
 NF1382  NAD 27      -  42 15 14.46458(N)    084 25 51.03241(W) AD(       ) 3
 NF1382
 NF1382.Superseded values are not recommended for survey control.
 NF1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1382.See file dsdata.txt to determine how the superseded data were derived.
 NF1382
 NF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1193481181(NAD 83)
 NF1382
 NF1382  HISTORY     - Date     Condition        Report By
 NF1382  HISTORY     - UNK      MONUMENTED
 NF1382  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NF1382  HISTORY     - 1964     SEE DESCRIPTION  CGS
 NF1382  HISTORY     - 20050710 MARK NOT FOUND   GEOCAC
 NF1382
 NF1382                          STATION DESCRIPTION
 NF1382
 NF1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NF1382'A TALL SLENDER ELEVATED WATER TANK ABOUT 100 FT. HIGH, PAINTED
 NF1382'SILVER AND
 NF1382'SUPPORTED BY FOUR STEEL LEGS, AND IS LOCATED ON THE
 NF1382'PROPERTY OF HAYES INDUSTRIES
 NF1382'INC.  ACCORDING TO LOCAL INQUIRY THIS
 NF1382'TANK WAS ERECTED PRIOR TO 1932 AND NO CHANGES
 NF1382'HAVE BEEN MADE IN
 NF1382'THE TANK SINCE IT WAS ERECTED.  HAYES INDUSTRIES INC. IS PAINTED
 NF1382'IN BLACK
 NF1382'LETTERS ON THE N AND S SIDES OF THE TANK.
 NF1382'
 NF1382'IN 1932 THIS PLANT WAS THE AUTOMOTIVE FAN AND BEARING CO.
 NF1382'
 NF1382'OFFICE NOTE--ACCORDING TO THE FIELD NOTES BY L.F. VAN SCOY,
 NF1382'HE INDICATES THAT
 NF1382'THE STATION PLOTS APPROXIMATELY WHERE POSITION
 NF1382'FOR HAYS WHEEL CO. 1932 FALLS.
 NF1382'
 NF1382'THIS IS A TRAVERSE STATION.
 NF1382
 NF1382                          STATION RECOVERY (1964)
 NF1382
 NF1382'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF1382'THE STATION WAS RECOVERED IN GOOD CONDITION.  THIS PLANT NOW IS OWNED
 NF1382'BY KELSEY - HAYES
 NF1382'CO.
 NF1382
 NF1382                          STATION RECOVERY (2005)
 NF1382
 NF1382'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5573 ***********************************************************************
 AJ5573  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5573  DESIGNATION -  JACKSON CORS ARP
 AJ5573  CORS_ID     -  UNIV
 AJ5573  PID         -  AJ5573
 AJ5573  STATE/COUNTY-  MI/JACKSON
 AJ5573  USGS QUAD   -  JACKSON NORTH (1976)
 AJ5573
 AJ5573                         *CURRENT SURVEY CONTROL
 AJ5573  ___________________________________________________________________
 AJ5573* NAD 83(CORS)-  42 17 08.20222(N)    084 23 09.29023(W)     ADJUSTED  
 AJ5573* NAVD 88     -                                                        
 AJ5573  ___________________________________________________________________
 AJ5573  EPOCH DATE  -        2002.00
 AJ5573  X           -     462,324.191 (meters)                     COMP
 AJ5573  Y           -  -4,703,240.513 (meters)                     COMP
 AJ5573  Z           -   4,269,305.556 (meters)                     COMP
 AJ5573  ELLIP HEIGHT-         265.65  (meters)          (03/??/02) GPS OBS
 AJ5573  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 AJ5573
 AJ5573  HORZ ORDER  -  SPECIAL (CORS)
 AJ5573  ELLP ORDER  -  SPECIAL (CORS)
 AJ5573
 AJ5573.ITRF positions are available for this station.
 AJ5573.The coordinates were established by GPS observations
 AJ5573.and adjusted by the National Geodetic Survey in March 2002..
 AJ5573.The coordinates are valid at the epoch date displayed above.
 AJ5573.The epoch date for horizontal control is a decimal equivalence
 AJ5573.of Year/Month/Day.
 AJ5573
 AJ5573
 AJ5573.The PID for the CORS L1 Phase Center is DG4063.
 AJ5573
 AJ5573.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5573
 AJ5573.The ellipsoidal height was determined by GPS observations
 AJ5573.and is referenced to NAD 83.
 AJ5573
 AJ5573.The geoid height was determined by GEOID03.
 AJ5573
 AJ5573;                    North         East     Units Scale Factor Converg.
 AJ5573;SPC MI S     -    87,264.534 3,998,412.560   MT  0.99996122   -0 00 47.2
 AJ5573;SPC MI S     -   286,300.96 13,118,151.44   iFT  0.99996122   -0 00 47.2
 AJ5573
 AJ5573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5573!SPC MI S     -   0.99995834  x   0.99996122  =   0.99991956
 AJ5573
 AJ5573                          SUPERSEDED SURVEY CONTROL
 AJ5573
 AJ5573  NAD 83(CORS)-  42 17 08.20221(N)    084 23 09.29022(W) AD(1997.00) c
 AJ5573  ELLIP H (10/??/01)  265.65   (m)                       GP(1997.00) c c
 AJ5573
 AJ5573.Superseded values are not recommended for survey control.
 AJ5573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5573.See file dsdata.txt to determine how the superseded data were derived.
 AJ5573
 AJ5573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1552984797(NAD 83)
 AJ5573_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5573
 AJ5573                          STATION DESCRIPTION
 AJ5573
 AJ5573'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5573'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5573'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5573'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5573'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5573'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4063 ***********************************************************************
 DG4063  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4063  DESIGNATION -  JACKSON CORS L1 PHASE CENTER
 DG4063  CORS_ID     -  UNIV
 DG4063  PID         -  DG4063
 DG4063  STATE/COUNTY-  MI/JACKSON
 DG4063  USGS QUAD   -  JACKSON NORTH (1976)
 DG4063
 DG4063                         *CURRENT SURVEY CONTROL
 DG4063  ___________________________________________________________________
 DG4063* NAD 83(CORS)-  42 17 08.20230(N)    084 23 09.29018(W)     ADJUSTED  
 DG4063* NAVD 88     -                                                        
 DG4063  ___________________________________________________________________
 DG4063  EPOCH DATE  -        2002.00
 DG4063  X           -     462,324.200 (meters)                     COMP
 DG4063  Y           -  -4,703,240.592 (meters)                     COMP
 DG4063  Z           -   4,269,305.632 (meters)                     COMP
 DG4063  ELLIP HEIGHT-         265.76  (meters)          (03/??/02) GPS OBS
 DG4063  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 DG4063
 DG4063  HORZ ORDER  -  SPECIAL (CORS)
 DG4063  ELLP ORDER  -  SPECIAL (CORS)
 DG4063
 DG4063.ITRF positions are available for this station.
 DG4063.The coordinates were established by GPS observations
 DG4063.and adjusted by the National Geodetic Survey in March 2002..
 DG4063.The coordinates are valid at the epoch date displayed above.
 DG4063.The epoch date for horizontal control is a decimal equivalence
 DG4063.of Year/Month/Day.
 DG4063
 DG4063
 DG4063.The PID for the CORS ARP is AJ5573.
 DG4063
 DG4063.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4063
 DG4063.The ellipsoidal height was determined by GPS observations
 DG4063.and is referenced to NAD 83.
 DG4063
 DG4063.The geoid height was determined by GEOID03.
 DG4063
 DG4063;                    North         East     Units Scale Factor Converg.
 DG4063;SPC MI S     -    87,264.537 3,998,412.561   MT  0.99996122   -0 00 47.2
 DG4063;SPC MI S     -   286,300.97 13,118,151.45   iFT  0.99996122   -0 00 47.2
 DG4063
 DG4063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4063!SPC MI S     -   0.99995832  x   0.99996122  =   0.99991954
 DG4063
 DG4063                          SUPERSEDED SURVEY CONTROL
 DG4063
 DG4063  NAD 83(CORS)-  42 17 08.20229(N)    084 23 09.29016(W) AD(1997.00) c
 DG4063  ELLIP H (10/??/01)  265.76   (m)                       GP(1997.00) c c
 DG4063
 DG4063.Superseded values are not recommended for survey control.
 DG4063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4063.See file dsdata.txt to determine how the superseded data were derived.
 DG4063
 DG4063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1552984797(NAD 83)
 DG4063_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4063
 DG4063                          STATION DESCRIPTION
 DG4063
 DG4063'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4063'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4063'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4063'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4063'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4063'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1371 ***********************************************************************
 NF1371  DESIGNATION -  JACKSON HAYES WHEEL CO STACK
 NF1371  PID         -  NF1371
 NF1371  STATE/COUNTY-  MI/JACKSON
 NF1371  USGS QUAD   -  MICHIGAN CENTER (1971)
 NF1371
 NF1371                         *CURRENT SURVEY CONTROL
 NF1371  ___________________________________________________________________
 NF1371* NAD 83(1994)-  42 14 53.69201(N)    084 22 28.24956(W)     ADJUSTED  
 NF1371* NAVD 88     -                                                        
 NF1371  ___________________________________________________________________
 NF1371  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 NF1371  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NF1371
 NF1371  HORZ ORDER  -  THIRD
 NF1371
 NF1371.The horizontal coordinates were established by classical geodetic methods
 NF1371.and adjusted by the National Geodetic Survey in February 1997..
 NF1371
 NF1371
 NF1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1371
 NF1371.The geoid height was determined by GEOID03.
 NF1371
 NF1371;                    North         East     Units Scale Factor Converg.
 NF1371;SPC MI S     -    83,114.200 3,999,352.415   MT  0.99996820   -0 00 19.2
 NF1371;SPC MI S     -   272,684.38 13,121,234.96   iFT  0.99996820   -0 00 19.2
 NF1371;UTM  16      - 4,680,677.296   716,596.754   MT  1.00017728   +1 45 57.3
 NF1371
 NF1371                          SUPERSEDED SURVEY CONTROL
 NF1371
 NF1371  NAD 83(1986)-  42 14 53.69314(N)    084 22 28.26837(W) AD(       ) 4
 NF1371  NAD 27      -  42 14 53.57280(N)    084 22 28.42488(W) AD(       ) 3
 NF1371
 NF1371.Superseded values are not recommended for survey control.
 NF1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1371.See file dsdata.txt to determine how the superseded data were derived.
 NF1371
 NF1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1659780677(NAD 83)
 NF1371
 NF1371  HISTORY     - Date     Condition        Report By
 NF1371  HISTORY     - UNK      MONUMENTED
 NF1371  HISTORY     - 1971     SEE DESCRIPTION  USGS
 NF1371  HISTORY     - 19970327 MARK NOT FOUND   USPSQD
 NF1371
 NF1371                          STATION DESCRIPTION
 NF1371
 NF1371'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (JAF)
 NF1371'FACTORY AND STACK DISMANTLED AND IS NOW A PARKING LOT.
 NF1371'A NEW STACK WAS
 NF1371'BUILT JUST NORTH OF THE OLD ONE.
 NF1371
 NF1371                          STATION RECOVERY (1997)
 NF1371
 NF1371'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3185 ***********************************************************************
 AJ3185  DESIGNATION -  JACKSON LIBRARY
 AJ3185  PID         -  AJ3185
 AJ3185  STATE/COUNTY-  MI/JACKSON
 AJ3185  USGS QUAD   -  JACKSON SOUTH (1976)
 AJ3185
 AJ3185                         *CURRENT SURVEY CONTROL
 AJ3185  ___________________________________________________________________
 AJ3185* NAD 83(1986)-  42 14 52.     (N)    084 24 39.     (W)     SCALED    
 AJ3185* NAVD 88     -       295.832  (meters)     970.58   (feet)  ADJUSTED  
 AJ3185  ___________________________________________________________________
 AJ3185  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 AJ3185  DYNAMIC HT  -         295.726 (meters)     970.23  (feet)  COMP
 AJ3185  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 AJ3185
 AJ3185  VERT ORDER  -  FIRST     CLASS II
 AJ3185
 AJ3185.The horizontal coordinates were scaled from a topographic map and have
 AJ3185.an estimated accuracy of +/- 6 seconds.
 AJ3185
 AJ3185.The orthometric height was determined by differential leveling
 AJ3185.and adjusted by the National Geodetic Survey in January 2002..
 AJ3185
 AJ3185.The geoid height was determined by GEOID03.
 AJ3185
 AJ3185.The dynamic height is computed by dividing the NAVD 88
 AJ3185.geopotential number by the normal gravity value computed on the
 AJ3185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3185.degrees latitude (g = 980.6199 gals.).
 AJ3185
 AJ3185.The modeled gravity was interpolated from observed gravity values.
 AJ3185
 AJ3185;                    North         East    Units  Estimated Accuracy
 AJ3185;SPC MI S     -    83,060.    3,996,360.      MT  (+/- 180 meters Scaled)
 AJ3185
 AJ3185                          SUPERSEDED SURVEY CONTROL
 AJ3185
 AJ3185.No superseded survey control is available for this station.
 AJ3185
 AJ3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM136805(NAD 83)
 AJ3185_MARKER: DD = SURVEY DISK
 AJ3185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3185_SP_SET: STEPS
 AJ3185_MARK LOGO: MI2500
 AJ3185_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3185+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 AJ3185
 AJ3185  HISTORY     - Date     Condition        Report By
 AJ3185  HISTORY     - 1916     MONUMENTED       MI2500
 AJ3185  HISTORY     - 20000707 GOOD             NGS
 AJ3185
 AJ3185                          STATION DESCRIPTION
 AJ3185
 AJ3185'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AJ3185'IN JACKSON, AT 244 WEST MICHIGAN AVENUE, 36.4 M (119.4 FT) NORTH OF
 AJ3185'THE CENTERLINE OF WEST MICHIGAN AVENUE, 3.6 M (11.8 FT) SOUTH OF THE
 AJ3185'SOUTH FACE OF THE JACKSON PUBLIC LIBRARY, 1.5 M (4.9 FT) EAST OF THE
 AJ3185'CENTER OF A STEPS LEADING INTO THE JACKSON PUBLIC LIBRARY, AND 3.5 FT
 AJ3185'(1.1 M) ABOVE THE LEVEL OF THE AVENUE.  CEMENTED IN A DRILL HOLE IN
 AJ3185'THE SOUTHEAST ABUTMENT OF THE STEPS.  THIS IS A CITY OF JACKSON
 AJ3185'TOPOGRAPHICAL SURVEY OF 1916 DISK. NOTE-- DISK IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1379 ***********************************************************************
 NF1379  DESIGNATION -  JACKSON MACKLING GRINDING TANK
 NF1379  PID         -  NF1379
 NF1379  STATE/COUNTY-  MI/JACKSON
 NF1379  USGS QUAD   -  JACKSON NORTH (1976)
 NF1379
 NF1379                         *CURRENT SURVEY CONTROL
 NF1379  ___________________________________________________________________
 NF1379* NAD 83(1994)-  42 15 06.63876(N)    084 26 22.98830(W)     ADJUSTED  
 NF1379* NAVD 88     -                                                        
 NF1379  ___________________________________________________________________
 NF1379  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NF1379  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NF1379
 NF1379  HORZ ORDER  -  THIRD
 NF1379
 NF1379.The horizontal coordinates were established by classical geodetic methods
 NF1379.and adjusted by the National Geodetic Survey in February 1997..
 NF1379
 NF1379
 NF1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1379
 NF1379.The geoid height was determined by GEOID03.
 NF1379
 NF1379;                    North         East     Units Scale Factor Converg.
 NF1379;SPC MI S     -    83,516.244 3,993,971.681   MT  0.99996751   -0 02 59.0
 NF1379;SPC MI S     -   274,003.43 13,103,581.63   iFT  0.99996751   -0 02 59.0
 NF1379;UTM  16      - 4,680,912.851   711,205.111   MT  1.00014889   +1 43 19.7
 NF1379
 NF1379                          SUPERSEDED SURVEY CONTROL
 NF1379
 NF1379  NAD 83(1986)-  42 15 06.63926(N)    084 26 23.00756(W) AD(       ) 4
 NF1379  NAD 27      -  42 15 06.50597(N)    084 26 23.16417(W) AD(       ) 3
 NF1379
 NF1379.Superseded values are not recommended for survey control.
 NF1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1379.See file dsdata.txt to determine how the superseded data were derived.
 NF1379
 NF1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM1120580913(NAD 83)
 NF1379_MARKER: 51 = TANK
 NF1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1379+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NF1379
 NF1379  HISTORY     - Date     Condition        Report By
 NF1379  HISTORY     - UNK      FIRST OBSERVED
 NF1379  HISTORY     - 1957     GOOD             CGS
 NF1379  HISTORY     - 1964     GOOD             CGS
 NF1379  HISTORY     - 1970     GOOD             NGS
 NF1379  HISTORY     - 1974     GOOD             NGS
 NF1379  HISTORY     - 1982     GOOD             NGS
 NF1379  HISTORY     - 20050710 GOOD             GEOCAC
 NF1379
 NF1379                          STATION DESCRIPTION
 NF1379
 NF1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 NF1379'AN ELEVATED
 NF1379'WATER TANK ABOUT
 NF1379'100 FT. HIGH, PAINTED SILVER AND SUPPORTED
 NF1379'BY FOUR STEEL LEGS, IS LOCATED ON
 NF1379'THE PROPERTY OF THE MACKLING
 NF1379'GRINDING WHEEL COMPANY.  THIS TANK WAS ERECTED IN
 NF1379'1930 AND ACCORDING
 NF1379'TO LOCAL INQUIRY THE TANK HAS NOT BEEN CHANGED AND IS IN ITS
 NF1379'ORIGINAL
 NF1379'LOCATION.  MACKLING GRINDING WHEEL COMPANY IS PAINTED
 NF1379'BLACK LETTERS ON THE E AND
 NF1379'W SIDES OF THE TANK.
 NF1379'
 NF1379'OFFICE NOTE--FIELD NOTES BY L.F. VAN SCOY STATES THAT THE STATION
 NF1379'PLOTS WHERE
 NF1379'POSITION FOR AUTOMOTIVE FAN AND BEARING CO., 1932
 NF1379'FALLS.
 NF1379
 NF1379                          STATION RECOVERY (1964)
 NF1379
 NF1379'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (FBM)
 NF1379'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THIS PLANT NOW BELONGS
 NF1379'TO HAYES INDUSTRY.
 NF1379
 NF1379                          STATION RECOVERY (1970)
 NF1379
 NF1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (PDC)
 NF1379'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 NF1379'
 NF1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1-1/2 MILES
 NF1379'WEST OF JACKSON
 NF1379
 NF1379                          STATION RECOVERY (1974)
 NF1379
 NF1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (FBM)
 NF1379'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1379'
 NF1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT JACKSON
 NF1379
 NF1379                          STATION RECOVERY (1982)
 NF1379
 NF1379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (DMM)
 NF1379'RECOVERED AS DESCRIBED IN 1964.
 NF1379'
 NF1379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT JACKSON.
 NF1379
 NF1379                          STATION RECOVERY (2005)
 NF1379
 NF1379'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1379'THE TANK IS LOCATED ON A PLANT FACILITY OWNED BY HARVARD INDUSTRIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0800 ***********************************************************************
 NG0800  DESIGNATION -  JACOB
 NG0800  PID         -  NG0800
 NG0800  STATE/COUNTY-  MI/BERRIEN
 NG0800  USGS QUAD   -  COLOMA (1978)
 NG0800
 NG0800                         *CURRENT SURVEY CONTROL
 NG0800  ___________________________________________________________________
 NG0800* NAD 83(1994)-  42 13 54.57035(N)    086 21 57.52086(W)     ADJUSTED  
 NG0800* NAVD 88     -       191.1    (meters)     627.     (feet)  GPS OBS   
 NG0800  ___________________________________________________________________
 NG0800  X           -     299,792.505 (meters)                     COMP
 NG0800  Y           -  -4,720,336.331 (meters)                     COMP
 NG0800  Z           -   4,264,810.878 (meters)                     COMP
 NG0800  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 NG0800  ELLIP HEIGHT-         157.56  (meters)          (07/17/02) GPS OBS
 NG0800  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NG0800
 NG0800  HORZ ORDER  -  SECOND
 NG0800  ELLP ORDER  -  FOURTH    CLASS I
 NG0800
 NG0800.The horizontal coordinates were established by GPS observations
 NG0800.and adjusted by the National Geodetic Survey in February 1997..
 NG0800
 NG0800.The orthometric height was determined by GPS observations and a
 NG0800.high-resolution geoid model.
 NG0800
 NG0800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0800
 NG0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0800
 NG0800.The ellipsoidal height was determined by GPS observations
 NG0800.and is referenced to NAD 83.
 NG0800
 NG0800.The geoid height was determined by GEOID03.
 NG0800
 NG0800;                    North         East     Units Scale Factor Converg.
 NG0800;SPC MI S     -    83,249.484 3,834,978.352   MT  0.99997140   -1 21 38.1
 NG0800;SPC MI S     -   273,128.23 12,581,949.97   iFT  0.99997140   -1 21 38.1
 NG0800;UTM  16      - 4,675,710.585   552,317.281   MT  0.99963368   +0 25 34.2
 NG0800
 NG0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0800!SPC MI S     -   0.99997529  x   0.99997140  =   0.99994669
 NG0800!UTM  16      -   0.99997529  x   0.99963368  =   0.99960898
 NG0800
 NG0800                          SUPERSEDED SURVEY CONTROL
 NG0800
 NG0800  ELLIP H (02/03/97)  157.67   (m)                       GP(       ) 4 1
 NG0800  NAD 83(1986)-  42 13 54.56948(N)    086 21 57.52264(W) AD(       ) 2
 NG0800
 NG0800.Superseded values are not recommended for survey control.
 NG0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0800.See file dsdata.txt to determine how the superseded data were derived.
 NG0800
 NG0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5231775711(NAD 83)
 NG0800_MARKER: DD = SURVEY DISK
 NG0800_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NG0800_SP_SET: METAL PIPE IN CONCRETE
 NG0800_STAMPING: JACOB 1991
 NG0800_MARK LOGO: NOS   
 NG0800_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 NG0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0800+STABILITY: POSITION/ELEVATION WELL
 NG0800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0800+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NG0800
 NG0800  HISTORY     - Date     Condition        Report By
 NG0800  HISTORY     - 1991     MONUMENTED       NOS
 NG0800
 NG0800                          STATION DESCRIPTION
 NG0800
 NG0800'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NG0800'STATION IS LOCATED 4 MILES NORTHWEST OF COLOMA IN BERRIEN COUNTY, 0.75
 NG0800'MILES NORTH OF LAKE MICHIGAN BEACH.
 NG0800'TO REACH THE STATION FROM HWY 31 AND 196 JUST EAST OF LAKE MICHIGAN
 NG0800'BEACH, TAKE EXIT 7 SOUTH TOWARD HWY 63S AND PROCEED 0.12 MI
 NG0800'(0.19 KM)  TO STATION ON LEFT AS DESCRIBED.  THE STATION IS IN THE
 NG0800'TRIANGULAR SHAPED MEDIAN BETWEEN THE HIGHWAY AND THE EXIT ROAD ON THE
 NG0800'WEST SIDE OF HWY 31 IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 NG0800'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED JACOB 1991
 NG0800'ATTACHED TO A 4 FOOT ALUMINUM ROD WHICH IS SURROUNDED BY A MASS OF
 NG0800'CONCRETE SET FLUSH WITH THE GROUND.  IT IS 37.6 M (123.36 FT) WEST OF
 NG0800'WEST EDGE OF SOUTHBOUND LANE OF INTERSTATE 196, 17.9 M (58.73 FT)
 NG0800'SOUTHEAST OF CENTERLINE OF SOUTHBOUND EXIT LANE FROM INTERSTATE 196,
 NG0800'AND 1.15 M (3.77 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 NG0800'DESCRIBED BY RDJ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1654 ***********************************************************************
 NF1654  DESIGNATION -  JAMESTOWN WISC MICH PIPE MAST
 NF1654  PID         -  NF1654
 NF1654  STATE/COUNTY-  MI/OTTAWA
 NF1654  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF1654
 NF1654                         *CURRENT SURVEY CONTROL
 NF1654  ___________________________________________________________________
 NF1654* NAD 83(1994)-  42 48 32.72026(N)    085 49 19.19924(W)     ADJUSTED  
 NF1654* NAVD 88     -                                                        
 NF1654  ___________________________________________________________________
 NF1654  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 NF1654  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF1654
 NF1654  HORZ ORDER  -  THIRD
 NF1654
 NF1654.The horizontal coordinates were established by classical geodetic methods
 NF1654.and adjusted by the National Geodetic Survey in February 1997..
 NF1654
 NF1654
 NF1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1654
 NF1654.The geoid height was determined by GEOID03.
 NF1654
 NF1654;                    North         East     Units Scale Factor Converg.
 NF1654;SPC MI S     -   146,438.736 3,880,980.899   MT  0.99990775   -0 59 25.4
 NF1654;SPC MI S     -   480,442.05 12,732,876.97   iFT  0.99990775   -0 59 25.4
 NF1654;UTM  16      - 4,740,287.690   596,314.118   MT  0.99971412   +0 48 02.1
 NF1654
 NF1654                          SUPERSEDED SURVEY CONTROL
 NF1654
 NF1654  NAD 83(1986)-  42 48 32.71948(N)    085 49 19.21187(W) AD(       ) 4
 NF1654  NAD 27      -  42 48 32.61850(N)    085 49 19.09784(W) AD(       ) 3
 NF1654
 NF1654.Superseded values are not recommended for survey control.
 NF1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1654.See file dsdata.txt to determine how the superseded data were derived.
 NF1654
 NF1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN9631440288(NAD 83)
 NF1654_MARKER: 44 = MICROWAVE MAST
 NF1654
 NF1654  HISTORY     - Date     Condition        Report By
 NF1654  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1654  HISTORY     - 20040709 GOOD             INDIV
 NF1654
 NF1654                          STATION DESCRIPTION
 NF1654
 NF1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1654'THE STATION IS LOCATED ABOUT 10 MILES EAST OF ZEELAND, 4-3/4 MILES
 NF1654'SOUTH-SOUTHEAST OF
 NF1654'HUDSONVILLE, 4-3/4 MILES WEST OF BYRON CENTER AND
 NF1654'OWNED BY THE WISCONSIN AND MICHIGAN
 NF1654'PIPELINE COMPANY.
 NF1654'
 NF1654'TO REACH THE STATION FROM THE POST OFFICE IN BYRON CENTER, GO WEST
 NF1654'ON 84TH STREET SW
 NF1654'FOR 3.0 MILES TO THE KENT-OTTAWA COUNTY LINE.  CONTINUE
 NF1654'WEST ON BYRON ROAD FOR 2.0 MILES TO
 NF1654'A SIDE ROAD LEFT.  TURN LEFT AND GO
 NF1654'SOUTH ON 16TH AVENUE FOR 0.15 MILE TO THE STATION ON
 NF1654'THE LEFT.
 NF1654'
 NF1654'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES, PAINTED
 NF1654'IN ALTERNATE
 NF1654'SECTIONS OF RED AND WHITE, TWO DISC ANTENNAE NEAR THE TOP
 NF1654'AND HAS AN OVER-ALL HEIGHT OF
 NF1654'150 FEET.
 NF1654'
 NF1654'THE POINT INTERSECTED WAS THE TOP CENTER OF THE MAST.
 NF1654
 NF1654                          STATION RECOVERY (2004)
 NF1654
 NF1654'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF1654'STATION IS A TOWER WHICH COULD NOT BE REACHED BUT APPEARED TO BE IN
 NF1654'GOOD CONDITION AND AS DESCRIBED.
 NF1654' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1106 ***********************************************************************
 RJ1106  DESIGNATION -  JAMIESON USLS 1919
 RJ1106  PID         -  RJ1106
 RJ1106  STATE/COUNTY-  MI/MACKINAC
 RJ1106  USGS QUAD   -  CHARLES (1976)
 RJ1106
 RJ1106                         *CURRENT SURVEY CONTROL
 RJ1106  ___________________________________________________________________
 RJ1106* NAD 83(1994)-  46 02 26.26106(N)    084 38 02.41802(W)     ADJUSTED  
 RJ1106* NAVD 88     -       181.     (meters)     594.     (feet)  SCALED    
 RJ1106  ___________________________________________________________________
 RJ1106  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 RJ1106  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 RJ1106
 RJ1106  HORZ ORDER  -  FIRST
 RJ1106
 RJ1106.The horizontal coordinates were established by classical geodetic methods
 RJ1106.and adjusted by the National Geodetic Survey in February 1997..
 RJ1106
 RJ1106.The orthometric height was scaled from a topographic map.
 RJ1106
 RJ1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1106
 RJ1106.The geoid height was determined by GEOID03.
 RJ1106
 RJ1106;                    North         East     Units Scale Factor Converg.
 RJ1106;SPC MI N     -   142,473.506 8,183,100.267   MT  0.99991191   +1 42 36.4
 RJ1106;SPC MI N     -   467,432.76 26,847,441.82   iFT  0.99991191   +1 42 36.4
 RJ1106;UTM  16      - 5,101,283.189   683,068.510   MT  1.00001201   +1 42 12.9
 RJ1106
 RJ1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1106!SPC MI N     -   0.99997722  x   0.99991191  =   0.99988913
 RJ1106!UTM  16      -   0.99997722  x   1.00001201  =   0.99998923
 RJ1106
 RJ1106:                Primary Azimuth Mark                     Grid Az
 RJ1106:SPC MI N     -  POINT ST MARTIN USLS 1919                133 17 16.6
 RJ1106:UTM  16      -  POINT ST MARTIN USLS 1919                133 17 40.1
 RJ1106
 RJ1106|---------------------------------------------------------------------|
 RJ1106| PID    Reference Object                     Distance      Geod. Az  |
 RJ1106|                                                           dddmmss.s |
 RJ1106| QK0723 POINT ST MARTIN USLS 1919           APPROX.11.1 KM 1345953.0 |
 RJ1106|---------------------------------------------------------------------|
 RJ1106
 RJ1106                          SUPERSEDED SURVEY CONTROL
 RJ1106
 RJ1106  NAD 83(1986)-  46 02 26.25386(N)    084 38 02.41520(W) AD(       ) 1
 RJ1106  NAD 27      -  46 02 26.21600(N)    084 38 02.23600(W) AD(       ) 1
 RJ1106
 RJ1106.Superseded values are not recommended for survey control.
 RJ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1106.See file dsdata.txt to determine how the superseded data were derived.
 RJ1106
 RJ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS8306901283(NAD 83)
 RJ1106_MARKER: Z = SEE DESCRIPTION
 RJ1106_SETTING: 0 = UNSPECIFIED SETTING
 RJ1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1106
 RJ1106  HISTORY     - Date     Condition        Report By
 RJ1106  HISTORY     - 1919     MONUMENTED       USLS
 RJ1106  HISTORY     - 1961     SEE DESCRIPTION  USLS
 RJ1106  HISTORY     - 19950711 GOOD             USPSQD
 RJ1106
 RJ1106                          STATION DESCRIPTION
 RJ1106
 RJ1106'DESCRIBED BY US LAKE SURVEY 1919
 RJ1106'ON NORTH SHORE OF ST. MARTIN BAY, 280 METERS (919 FEET) EAST OF
 RJ1106'JAMIESONS MILL, AND 15 METERS
 RJ1106'(49 FEET) FROM BANK OF LAKE, ON TOP OF SECOND ROCKY KNOB EAST OF
 RJ1106'MILL.  MARKED BY SPIKE IN MASS
 RJ1106'OF CONCRETE IN CREVICE IN ROCK, AND MARKED U. S. 1919.
 RJ1106
 RJ1106                          STATION RECOVERY (1961)
 RJ1106
 RJ1106'RECOVERY NOTE BY US LAKE SURVEY 1961 (EFK)
 RJ1106'TO REACH FROM THE INTERSECTION OF US 2 AND HIGHWAY 134 PROCEED
 RJ1106'EASTERLY ON HIGHWAY
 RJ1106'134 ABOUT 3.4 MILES TO A DRIVEWAY ON THE SOUTH SIDE OF HIGHWAY
 RJ1106'AND A LOCKED GATE.  FROM
 RJ1106'LOCKED GATE PROCEED APPROXIMATELY 225 FEET WEST
 RJ1106'TO A SMALL KNOB OF ROCK OUTCROPPING AND
 RJ1106'VICINITY OF STATION.  NAME ON POST AT DRIVE H. D. WHITE
 RJ1106'
 RJ1106'STATION RECOVERED AS DESCRIBED.
 RJ1106
 RJ1106                          STATION RECOVERY (1995)
 RJ1106
 RJ1106'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0060 ***********************************************************************
 QJ0060  DESIGNATION -  JAN USE
 QJ0060  PID         -  QJ0060
 QJ0060  STATE/COUNTY-  MI/CHIPPEWA
 QJ0060  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0060
 QJ0060                         *CURRENT SURVEY CONTROL
 QJ0060  ___________________________________________________________________
 QJ0060* NAD 83(1986)-  45 59 19.     (N)    083 54 33.     (W)     SCALED    
 QJ0060* NAVD 88     -       189.880  (meters)     622.96   (feet)  ADJUSTED  
 QJ0060  ___________________________________________________________________
 QJ0060  GEOID HEIGHT-         -36.80  (meters)                     GEOID03
 QJ0060  DYNAMIC HT  -         189.883 (meters)     622.97  (feet)  COMP
 QJ0060  MODELED GRAV-     980,627.7   (mgal)                       NAVD 88
 QJ0060
 QJ0060  VERT ORDER  -  FIRST     CLASS 0
 QJ0060
 QJ0060.The horizontal coordinates were scaled from a topographic map and have
 QJ0060.an estimated accuracy of +/- 6 seconds.
 QJ0060
 QJ0060.The orthometric height was determined by differential leveling
 QJ0060.and adjusted by the National Geodetic Survey in June 1991..
 QJ0060
 QJ0060.The geoid height was determined by GEOID03.
 QJ0060
 QJ0060.The dynamic height is computed by dividing the NAVD 88
 QJ0060.geopotential number by the normal gravity value computed on the
 QJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0060.degrees latitude (g = 980.6199 gals.).
 QJ0060
 QJ0060.The modeled gravity was interpolated from observed gravity values.
 QJ0060
 QJ0060;                    North         East    Units  Estimated Accuracy
 QJ0060;SPC MI N     -   138,630.    8,239,400.      MT  (+/- 180 meters Scaled)
 QJ0060
 QJ0060                          SUPERSEDED SURVEY CONTROL
 QJ0060
 QJ0060.No superseded survey control is available for this station.
 QJ0060
 QJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL746968(NAD 83)
 QJ0060_MARKER: DD = SURVEY DISK
 QJ0060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QJ0060_SP_SET: CULVERT
 QJ0060_MARK LOGO: USE   
 QJ0060_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QJ0060
 QJ0060  HISTORY     - Date     Condition        Report By
 QJ0060  HISTORY     - 1971     MONUMENTED       USE
 QJ0060  HISTORY     - 1972     GOOD             USLS
 QJ0060  HISTORY     - 1983     POOR             NGS
 QJ0060  HISTORY     - 19940728 GOOD             USPSQD
 QJ0060  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QJ0060
 QJ0060                          STATION DESCRIPTION
 QJ0060
 QJ0060'DESCRIBED BY US LAKE SURVEY 1972
 QJ0060'0.3 MI W FROM DETOUR.
 QJ0060'JAN IS IN CHIPPEWA COUNTY, MICHIGAN, 0.3 MILE WEST OF INTERSECTION
 QJ0060'OF ONTARIO AND DAWSON (SOUTH CARIBOU DRIVE) STREETS IN DETOUR,
 QJ0060'AT WESTERLY END OF CULVERT, 61.8 FEET WESTERLY OF UTILITY POLE
 QJ0060'NO. 20045/14 U.S.C.G., 51.5 FEET NORTHERLY OF UTILITY POLE NO.
 QJ0060'DT17105, 13 FEET NORTH OF CENTERLINE OF SOUTH CARIBOU DRIVE
 QJ0060'(COUNTY ROAD NO. 48), BEING HIGHEST POINT OVER CROSS AT CENTER
 QJ0060'OF BRONZE DISC SET INTO TOP OF CONCRETE CULVERT.  NOTE-- MARK
 QJ0060'WAS PREVIOUSLY DESIGNATED JAN 1971.
 QJ0060
 QJ0060                          STATION RECOVERY (1983)
 QJ0060
 QJ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QJ0060'RECOVERED IN POOR CONDITION, PARTIALLY MUTILATED, BUT INTACT.  NEW
 QJ0060'DESCRIPTION FOLLOWS.  0.6 KM (0.4 MI) WEST ALONG DAWSON STREET FROM
 QJ0060'THE JUNCTION OF ONTARIO STREET (STATE HIGHWAY 134) IN DE TOUR VILLAGE,
 QJ0060'AT A CONCRETE CULVERT UNDER DAWSON STREET, SET IN TOP OF THE NORTH
 QJ0060'HEADWALL, 4.11 METERS (13.5 FT) NORTH OF THE CENTER OF DAWSON STREET,
 QJ0060'27.73 METERS (91.0 FT) EAST-SOUTHEAST OF A TELEPHONE POLE,
 QJ0060'21.03 METERS (69.0 FT) NORTHEAST AND ACROSS DAWSON STREET FROM
 QJ0060'POWERLINE POLE NUMBER DT 1 17 11, 0.42 METERS (1.4 FT) EAST OF THE
 QJ0060'WEST END OF THE HEADWALL, AND 14.47 METERS (47.5 FT) WEST OF THE
 QJ0060'CENTER OF A GRAVELED ROAD LEADING NORTH TO A BALL FIELD.
 QJ0060'THE MARK IS 0.46 METERS  E FROM A WITNESS POST.
 QJ0060'THE MARK IS ABOVE LEVEL WITH STREET.
 QJ0060
 QJ0060                          STATION RECOVERY (1994)
 QJ0060
 QJ0060'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0060'RECOVERED IN GOOD CONDITION.
 QJ0060
 QJ0060                          STATION RECOVERY (2001)
 QJ0060
 QJ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0060'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0213 ***********************************************************************
 QK0213  DESIGNATION -  JASON
 QK0213  PID         -  QK0213
 QK0213  STATE/COUNTY-  MI/MACKINAC
 QK0213  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0213
 QK0213                         *CURRENT SURVEY CONTROL
 QK0213  ___________________________________________________________________
 QK0213* NAD 83(1986)-  45 53 52.     (N)    084 44 09.     (W)     SCALED    
 QK0213* NAVD 88     -       178.528  (meters)     585.72   (feet)  ADJUSTED  
 QK0213  ___________________________________________________________________
 QK0213  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QK0213  DYNAMIC HT  -         178.536 (meters)     585.75  (feet)  COMP
 QK0213  MODELED GRAV-     980,653.0   (mgal)                       NAVD 88
 QK0213
 QK0213  VERT ORDER  -  FIRST     CLASS 0
 QK0213
 QK0213.The horizontal coordinates were scaled from a topographic map and have
 QK0213.an estimated accuracy of +/- 6 seconds.
 QK0213
 QK0213.The orthometric height was determined by differential leveling
 QK0213.and adjusted by the National Geodetic Survey in June 1991..
 QK0213
 QK0213.The geoid height was determined by GEOID03.
 QK0213
 QK0213.The dynamic height is computed by dividing the NAVD 88
 QK0213.geopotential number by the normal gravity value computed on the
 QK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0213.degrees latitude (g = 980.6199 gals.).
 QK0213
 QK0213.The modeled gravity was interpolated from observed gravity values.
 QK0213
 QK0213;                    North         East    Units  Estimated Accuracy
 QK0213;SPC MI N     -   126,370.    8,175,680.      MT  (+/- 180 meters Scaled)
 QK0213
 QK0213                          SUPERSEDED SURVEY CONTROL
 QK0213
 QK0213.No superseded survey control is available for this station.
 QK0213
 QK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR756851(NAD 83)
 QK0213_MARKER: DD = SURVEY DISK
 QK0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0213_SP_SET: WALL
 QK0213_MARK LOGO: NONE  
 QK0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0213+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2002
 QK0213
 QK0213  HISTORY     - Date     Condition        Report By
 QK0213  HISTORY     - 1972     MONUMENTED       NOS
 QK0213  HISTORY     - 1972     GOOD             USLS
 QK0213  HISTORY     - 1983     GOOD             NGS
 QK0213  HISTORY     - 19950602 GOOD             USPSQD
 QK0213  HISTORY     - 19950702 GOOD             USPSQD
 QK0213  HISTORY     - 20020605 GOOD             MIDT
 QK0213
 QK0213                          STATION DESCRIPTION
 QK0213
 QK0213'DESCRIBED BY US LAKE SURVEY 1972
 QK0213'3 MI N FROM ST IGNACE.
 QK0213'JASON IS IN MACKINAC COUNTY, MICHIGAN, 3.0 MILES NORTHERLY ALONG STATE
 QK0213'STREET FROM THE POST OFFICE AT ST. IGNACE, 112 FEET NORTH OF
 QK0213'THE CENTERLINE OF LANT ROAD (CO. RD. 411 AND ST. IGNACE CITY
 QK0213'LIMITS), 44 FEET WEST OF CENTERLINE OF STATE STREET, AT SOUTHWEST
 QK0213'WINGWALL OF A CONCRETE CULVERT HEADWALL, 8.6 FEET NORTH OF SOUTH
 QK0213'FACE AND 0.5 FEET EAST OF WEST FACE OF WINGWALL, ABOUT 5 FEET
 QK0213'BELOW ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 QK0213'DISC SET INTO THE CONCRETE WALL.  NOTE-- PREV. DESIG. JASON
 QK0213'1972.
 QK0213
 QK0213                          STATION RECOVERY (1983)
 QK0213
 QK0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0213'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  4.8 KM (3.0
 QK0213'MI) NORTH ALONG STATE STREET AND INTERSTATE HIGHWAY 75 BUSINESS FROM
 QK0213'THE POST OFFICE IN ST. IGNACE, SET IN THE SOUTHWEST WINGWALL OF A
 QK0213'CONCRETE CULVERT OVER HOBAN CREEK, 37.79 METERS (124.0 FT) NORTH OF
 QK0213'THE CENTERLINE OF LANT ROAD, 12.80 METERS (42.0 FT) WEST OF THE
 QK0213'CENTERLINE OF STATE STREET, 2.62 METERS (8.6 FT) NORTH OF THE SOUTH
 QK0213'FACE, AND 0.15 METERS (0.5 FT) EAST OF THE WEST FACE OF THE WINGWALL.
 QK0213'THE MARK IS 1.5 M BELOW STATE STREET.
 QK0213
 QK0213                          STATION RECOVERY (1995)
 QK0213
 QK0213'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0213'RECOVERED IN GOOD CONDITION.
 QK0213
 QK0213                          STATION RECOVERY (1995)
 QK0213
 QK0213'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0213'RECOVERED IN GOOD CONDITION.
 QK0213
 QK0213                          STATION RECOVERY (2002)
 QK0213
 QK0213'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1334 ***********************************************************************
 RJ1334  DESIGNATION -  JB C5W 176
 RJ1334  PID         -  RJ1334
 RJ1334  STATE/COUNTY-  MI/CHIPPEWA
 RJ1334  USGS QUAD   -  OAK RIDGE (1976)
 RJ1334
 RJ1334                         *CURRENT SURVEY CONTROL
 RJ1334  ___________________________________________________________________
 RJ1334* NAD 83(1994)-  46 18 17.39002(N)    084 12 39.78415(W)     ADJUSTED  
 RJ1334* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 RJ1334  ___________________________________________________________________
 RJ1334  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 RJ1334  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ1334
 RJ1334  HORZ ORDER  -  SECOND
 RJ1334
 RJ1334.The horizontal coordinates were established by classical geodetic methods
 RJ1334.and adjusted by the National Geodetic Survey in February 1997..
 RJ1334
 RJ1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1334
 RJ1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1334
 RJ1334.The geoid height was determined by GEOID03.
 RJ1334
 RJ1334;                    North         East     Units Scale Factor Converg.
 RJ1334;SPC MI N     -   172,884.147 8,214,786.540   MT  0.99990289   +2 00 57.0
 RJ1334;SPC MI N     -   567,205.21 26,951,399.41   iFT  0.99990289   +2 00 57.0
 RJ1334;UTM  16      - 5,131,697.824   714,762.018   MT  1.00016700   +2 01 02.1
 RJ1334
 RJ1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1334!SPC MI N     -   0.99997790  x   0.99990289  =   0.99988079
 RJ1334!UTM  16      -   0.99997790  x   1.00016700  =   1.00014489
 RJ1334
 RJ1334                          SUPERSEDED SURVEY CONTROL
 RJ1334
 RJ1334  NAD 83(1986)-  46 18 17.38156(N)    084 12 39.78070(W) AD(       ) 2
 RJ1334  NGVD 29 (05/22/90)  177.6    (m)          583.     (f) VERT ANG       
 RJ1334
 RJ1334.Superseded values are not recommended for survey control.
 RJ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1334.See file dsdata.txt to determine how the superseded data were derived.
 RJ1334
 RJ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1476231698(NAD 83)
 RJ1334_MARKER: DS = TRIANGULATION STATION DISK
 RJ1334_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1334+WITH SETTING: INFORMATION.
 RJ1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1334
 RJ1334  HISTORY     - Date     Condition        Report By
 RJ1334  HISTORY     - 1988     MONUMENTED       USE
 RJ1334
 RJ1334                          STATION DESCRIPTION
 RJ1334
 RJ1334'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1334'THE STATION IS LOCATED ABOUT 23.8 KM (14.8 MI) SOUTHEAST OF SAULT
 RJ1334'STE
 RJ1334'MARIE, 31.5 KM (19.6 MI) EAST-NORTHEAST OF RUDYARD, 42.0 KM
 RJ1334'((26.1 MI)
 RJ1334'NORTH-NORTHWEST OF DETOUR VILLAGE
 RJ1334'ON THE SOUTHERN TIP OF SAND ISLAND IN PART OF FRAC SEC 8,
 RJ1334'T45N-R2E.
 RJ1334'OWNERSHIP---MICHIGAN STATE UNIVERSITY, BOARD OF AGRICULTURE
 RJ1334'
 RJ1334'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST
 RJ1334'FOR 4.3 KM
 RJ1334'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT AND GO
 RJ1334'NORTH FOR 31.5 KM (2.3 MI) ON SCENIC DRIVE TO THE BRIDGE CROSSING
 RJ1334'THE
 RJ1334'CHARLOTTE RIVER, ON THE NORTH END OF THE BRIDGE TURN RIGHT ONTO A
 RJ1334'GRAVEL ROAD AND FOLLOW IT TO THE PUBLIC BOAT LAUNCH. TRAVEL
 RJ1334'BY BOAT UPRIVER FOR 10 MINUTES
 RJ1334'TO SAND ISLAND WHERE THE STATION IS
 RJ1334'LOCATED.
 RJ1334'
 RJ1334'THE STATION IS A STANDARD COE DISK,
 RJ1334'THAT IS STAMPED---C5W-176 1988---, SET INTO
 RJ1334'A PVC SLEEVE AND ATTACHED TO AN
 RJ1334'ALUMINUM ROD, LOCATED 4.3 METERS (14 FT) EAST OF WATER AND
 RJ1334'2.3 METERS
 RJ1334'(7.5 FT) NORTHWEST OF EXISTING TRIPOD.
 RJ1334'
 RJ1334'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0521 ***********************************************************************
 OK0521  DESIGNATION -  JENKISON
 OK0521  PID         -  OK0521
 OK0521  STATE/COUNTY-  MI/SHIAWASSEE
 OK0521  USGS QUAD   -  EASTON (1975)
 OK0521
 OK0521                         *CURRENT SURVEY CONTROL
 OK0521  ___________________________________________________________________
 OK0521* NAD 83(1994)-  43 05 37.46243(N)    084 03 39.66407(W)     ADJUSTED  
 OK0521* NAVD 88     -       225.     (meters)     738.     (feet)  SCALED    
 OK0521  ___________________________________________________________________
 OK0521  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 OK0521  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 OK0521
 OK0521  HORZ ORDER  -  FIRST
 OK0521
 OK0521.The horizontal coordinates were established by classical geodetic methods
 OK0521.and adjusted by the National Geodetic Survey in February 1997..
 OK0521
 OK0521.The orthometric height was scaled from a topographic map.
 OK0521
 OK0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0521
 OK0521.The geoid height was determined by GEOID03.
 OK0521
 OK0521;                    North         East     Units Scale Factor Converg.
 OK0521;SPC MI S     -   177,074.668 4,024,882.777   MT  0.99991350   +0 12 28.8
 OK0521;SPC MI S     -   580,953.64 13,204,995.99   iFT  0.99991350   +0 12 28.8
 OK0521;UTM  16      - 4,775,417.620   739,194.247   MT  1.00030389   +2 00 31.8
 OK0521;UTM  17      - 4,775,773.259   250,873.045   MT  1.00036357   -2 05 32.4
 OK0521
 OK0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0521!SPC MI S     -   0.99996999  x   0.99991350  =   0.99988349
 OK0521!UTM  16      -   0.99996999  x   1.00030389  =   1.00027387
 OK0521!UTM  17      -   0.99996999  x   1.00036357  =   1.00033354
 OK0521
 OK0521|---------------------------------------------------------------------|
 OK0521| PID    Reference Object                     Distance      Geod. Az  |
 OK0521|                                                           dddmmss.s |
 OK0521| CH0319 JENKISON RM 1                        45.851 METERS 05429     |
 OK0521| OJ1038 FLUSHING MUNICIPAL TANK             APPROX.18.8 KM 0990516.9 |
 OK0521| NE1542 DURAND WATER TANK                   APPROX.21.2 KM 1630128.9 |
 OK0521| CH0318 JENKISON AZ MK                                     1871547.0 |
 OK0521| NF1268 OWOSSO WEATHERPROOF BODY TANK       APPROX.14.5 KM 2185510.2 |
 OK0521| NF1273 OWOSSO AMER MALLEABLE CO TANK       APPROX.14.4 KM 2192130.3 |
 OK0521| NF1272 OWOSSO ST PAULS CATH CH SPIRE       APPROX.14.4 KM 2221805.4 |
 OK0521| NF1270 OWOSSO MANUFACTURING CO STACK       APPROX.14.6 KM 2241521.6 |
 OK0521| OK0524 OWOSSO MICHIGAN SUGAR CO STK        APPROX.14.7 KM 2261022.4 |
 OK0521| CH0320 JENKISON RM 2                        37.932 METERS 31723     |
 OK0521| OK0520 CHESANING MUNICIPAL TANK            APPROX.11.1 KM 3370254.0 |
 OK0521|---------------------------------------------------------------------|
 OK0521
 OK0521                          SUPERSEDED SURVEY CONTROL
 OK0521
 OK0521  NAD 83(1986)-  43 05 37.45885(N)    084 03 39.68608(W) AD(       ) 1
 OK0521  NAD 27      -  43 05 37.36400(N)    084 03 39.80000(W) AD(       ) 1
 OK0521
 OK0521.Superseded values are not recommended for survey control.
 OK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0521.See file dsdata.txt to determine how the superseded data were derived.
 OK0521
 OK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3919475418(NAD 83)
 OK0521_MARKER: DS = TRIANGULATION STATION DISK
 OK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0521_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0521
 OK0521  HISTORY     - Date     Condition        Report By
 OK0521  HISTORY     - 1932     MONUMENTED       CGS
 OK0521  HISTORY     - 1943     GOOD             CGS
 OK0521  HISTORY     - 1980     GOOD             MIDH
 OK0521  HISTORY     - 20010806 GOOD             NGS
 OK0521  HISTORY     - 20010815 GOOD             NGS
 OK0521
 OK0521                          STATION DESCRIPTION
 OK0521
 OK0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HEW)
 OK0521'ABOUT 6-1/2 MILES S AND 2-1/2 MILES E OF CHESANING, 6 MILES N AND
 OK0521'5-1/2 MILES E OF OWOSSO,
 OK0521'3-1/2 MILES S AND 5-1/2 MILES E OF OAKLEY, 120 FEET S
 OK0521'OF CENTER LINE OF
 OK0521'HALF-SECTION-LINE ROAD, NEAR CENTER OF SEC. 13,
 OK0521'T. 8 N., R. 3 E., ON PROPERTY
 OK0521'BELONGING TO S. J. JENKINSON, 20 FEET
 OK0521'W OF CENTER LINE OF CONCRETE DRIVEWAY LEADING TO
 OK0521'MR. JENKINSONS
 OK0521'HOUSE, 75 FEET W OF W SIDE OF HOUSE, AND 73 FEET E OF E SIDE OF
 OK0521'BARN.
 OK0521'
 OK0521'TO REACH FROM OWOSSO, GO N 6 MILES ON ROUTE M 47 TO JUNCTION
 OK0521'WITH COUNTY ROUTE
 OK0521'490 WITH STANDARD OIL SERVICE STATION IN SW ROAD
 OK0521'CORNER, TURN RIGHT (E) ONTO THIS
 OK0521'ROAD, CONTINUE 3.3 MILES TO POINT
 OK0521'WHERE ROUTE 490 TURNS, AND KEEP STRAIGHT AHEAD (E)
 OK0521'2.4 MILES TO
 OK0521'BROWN BRICK HOUSE ON S SIDE OF ROAD WITH LARGE WELL-KEPT LAWN, AND
 OK0521'STATION SITE.
 OK0521'
 OK0521'SURFACE AND UNDERGROUND MARKS ARE BRONZE STATION DISKS IN CONCRETE,
 OK0521'UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 OK0521'AND AZIMUTH MARKS ARE BRONZE
 OK0521'REFERENCE DISKS IN CONCRETE.
 OK0521'
 OK0521'REFERENCE MARK 1 PROJECTS 6 INCHES, IS 31 FEET S OF CENTER
 OK0521'LINE OF ROAD, 2
 OK0521'FEET W OF CONCRETE POST, IN NE CORNER OF MR.
 OK0521'JENKINSONS FRONT YARD, AND 150.43
 OK0521'FEET FROM STATION N 54 DEG 28 MIN E.
 OK0521'
 OK0521'REFERENCE MARK 2 PROJECTS 6 INCHES, IS 29 FEET S OF CENTER
 OK0521'LINE OF ROAD, 3
 OK0521'FEET E OF CONCRETE POST, 11 FEET SE OF SE CORNER
 OK0521'OF CONCRETE CULVERT, AND 124.45
 OK0521'FEET FROM STATION N 42 DEG 37 MIN W.
 OK0521'
 OK0521'AZIMUTH MARK PROJECTS 7 INCHES, IS 20 FEET N OF CENTER LINE OF
 OK0521'E-W ROAD, 12 FEET
 OK0521'SE OF HICKORY TREE, 17 FEET E OF POLE, ABOUT 200
 OK0521'FEET E OF DRIVEWAY INTO C. T.
 OK0521'JENKINSONS HOUSE, AND APPROXIMATELY
 OK0521'0.45 MILE FROM STATION S 7 DEG 15 MIN W.
 OK0521'30 SEC.
 OK0521
 OK0521                          STATION RECOVERY (1943)
 OK0521
 OK0521'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 OK0521'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS
 OK0521'WERE FOUND IN GOOD
 OK0521'CONDITION.  A COMPLETE DESCRIPTION FOLLOWS-
 OK0521'
 OK0521'THE STATION IS LOCATED ABOUT 6.0 MILES N AND 5.5 MILES E OF
 OK0521'OWOSSO ON LAND
 OK0521'OWNED BY S. J. JENKINSON.  THE MARK IS SET NEAR THE
 OK0521'CENTER OF THE FARMYARD, 75 FEET W
 OK0521'OF THE W SIDE OF THE HOUSE, 73
 OK0521'FEET E OF THE E SIDE OF THE BARN AND 20 FEET W OF
 OK0521'THE CENTER LINE
 OK0521'OF THE CONCRETE DRIVEWAY LEADING TO MR. JENKINSONS HOUSE.  THE MARK
 OK0521'IS FLUSH WITH THE
 OK0521'SURFACE OF THE GROUND AND IS STAMPED JENKINSON
 OK0521'1932.
 OK0521'
 OK0521'REFERENCE MARK 1 IS 150.43 FEET NE OF THE STATION.  THE MARK
 OK0521'IS SET IN THE NE
 OK0521'CORNER OF MR. JENKINSONS FRONT YARD.  IT IS 99
 OK0521'FEET E OF THE CENTER LINE OF THE
 OK0521'CONCRETE DRIVEWAY AND 34 FEET S
 OK0521'OF THE CENTER LINE OF THE E-W GRAVELED ROAD.
 OK0521'STAMPED JENKINSON
 OK0521'NO 1 1932.
 OK0521'
 OK0521'REFERENCE MARK 2 IS 124.45 FEET NW OF THE STATION.  THE MARK
 OK0521'IS 30 FEET N OF
 OK0521'THE CENTER LINE OF THE E-W GRAVELED ROAD.  STAMPED
 OK0521'JENKINSON NO 2 1932.
 OK0521'
 OK0521'THE AZIMUTH MARK IS APPROXIMATELY 0.45 MILE S OF THE STATION.
 OK0521'THE MARK IS SET
 OK0521'ABOUT 200 FEET E OF A DRIVEWAY INTO C. T. JENKINSONS
 OK0521'HOUSE, 20 FEET N OF THE CENTER
 OK0521'LINE OF AN E-W ROAD, 17 FEET E OF A
 OK0521'POLE AND 12 FEET SE OF A HICKORY TREE.  IT IS A
 OK0521'REFERENCE DISK
 OK0521'STAMPED JENKINSON AZIMUTH 1932.
 OK0521'
 OK0521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21
 OK0521'AND 47 IN THE W
 OK0521'SECTION OF OWOSSO, GO N ON ROUTE 47 FOR 6.2 MILES
 OK0521'TO A SIDE ROAD (GRAVELED) RIGHT AT
 OK0521'A TEXACO STATION ON THE LEFT
 OK0521'AND SHELL STATION ON THE RIGHT, TURN RIGHT (E) AND GO
 OK0521'0.6 MILE TO A
 OK0521'CROSS ROAD, TURN LEFT AND GO 0.55 MILE TO A ROAD FORKS, TAKE
 OK0521'THE RIGHT FORK FOR
 OK0521'2.35 MILES TO A PAVED CROSS ROAD, CONTINUE
 OK0521'STRAIGHT AHEAD FOR 2.4 MILES TO THE
 OK0521'STATION ON THE RIGHT AS DESCRIBED.
 OK0521'
 OK0521'DISTANCE AND DIRECTIONS TAKEN IN 1943.
 OK0521
 OK0521                          STATION RECOVERY (1980)
 OK0521
 OK0521'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OK0521'THE STATION ALONG WITH ALL OTHER MARKS INCLUDING THE AZIMUTH MARK
 OK0521'WERE FOUND IN GOOD CONDITION.  THE TO REACH AND DESCRIPTION ARE
 OK0521'ADEQUATE.  THE DIRECTIONS AND DISTANCES WERE NOT CHECKED.
 OK0521
 OK0521                          STATION RECOVERY (2001)
 OK0521
 OK0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0521
 OK0521                          STATION RECOVERY (2001)
 OK0521
 OK0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0521'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1686 ***********************************************************************
 MD1686  DESIGNATION -  JEWELL
 MD1686  PID         -  MD1686
 MD1686  STATE/COUNTY-  MI/ST JOSEPH
 MD1686  USGS QUAD   -  THREE RIVERS WEST (1979)
 MD1686
 MD1686                         *CURRENT SURVEY CONTROL
 MD1686  ___________________________________________________________________
 MD1686* NAD 83(1994)-  41 59 34.10916(N)    085 42 48.49378(W)     ADJUSTED  
 MD1686* NAVD 88     -       303.     (meters)     994.     (feet)  SCALED    
 MD1686  ___________________________________________________________________
 MD1686  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 MD1686  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 MD1686
 MD1686  HORZ ORDER  -  FIRST
 MD1686
 MD1686.The horizontal coordinates were established by classical geodetic methods
 MD1686.and adjusted by the National Geodetic Survey in February 1997..
 MD1686
 MD1686.The orthometric height was scaled from a topographic map.
 MD1686
 MD1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1686
 MD1686.The geoid height was determined by GEOID03.
 MD1686
 MD1686;                    North         East     Units Scale Factor Converg.
 MD1686;SPC MI S     -    55,633.748 3,888,405.449   MT  1.00002710   -0 54 59.5
 MD1686;SPC MI S     -   182,525.42 12,757,235.73   iFT  1.00002710   -0 54 59.5
 MD1686;UTM  16      - 4,649,778.199   606,560.266   MT  0.99973972   +0 51 38.9
 MD1686
 MD1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1686!SPC MI S     -   0.99995768  x   1.00002710  =   0.99998478
 MD1686!UTM  16      -   0.99995768  x   0.99973972  =   0.99969741
 MD1686
 MD1686:                Primary Azimuth Mark                     Grid Az
 MD1686:SPC MI S     -  SCHOOLCRAFT WATER TANK                   027 03 55.9
 MD1686:UTM  16      -  SCHOOLCRAFT WATER TANK                   025 17 17.5
 MD1686
 MD1686|---------------------------------------------------------------------|
 MD1686| PID    Reference Object                     Distance      Geod. Az  |
 MD1686|                                                           dddmmss.s |
 MD1686| NF1634 SCHOOLCRAFT WATER TANK              APPROX.15.2 KM 0260856.4 |
 MD1686| NF1633 VICKSBURG WATER TANK                APPROX.20.8 KM 0460427.1 |
 MD1686| CC9458 JEWELL RM 1                                        12011     |
 MD1686| MD1685 THREE RIVERS EDDY PAPER CO STK      APPROX. 9.6 KM 1351812.0 |
 MD1686| CC9459 JEWELL RM 2                                        23705     |
 MD1686| NF1755 STEVENS RESET                       APPROX.21.8 KM 3595023.2 |
 MD1686|---------------------------------------------------------------------|
 MD1686
 MD1686                          SUPERSEDED SURVEY CONTROL
 MD1686
 MD1686  NAD 83(1986)-  41 59 34.10574(N)    085 42 48.50805(W) AD(       ) 1
 MD1686  NAD 27      -  41 59 33.94151(N)    085 42 48.52244(W) AD(       ) 1
 MD1686
 MD1686.Superseded values are not recommended for survey control.
 MD1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1686.See file dsdata.txt to determine how the superseded data were derived.
 MD1686
 MD1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0656049778(NAD 83)
 MD1686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MD1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1686
 MD1686  HISTORY     - Date     Condition        Report By
 MD1686  HISTORY     - 1931     MONUMENTED       CGS
 MD1686  HISTORY     - 1969     SEE DESCRIPTION  USGS
 MD1686  HISTORY     - 1980     GOOD             MIDH
 MD1686
 MD1686                          STATION DESCRIPTION
 MD1686
 MD1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CDM)
 MD1686'ABOUT 5 MILES NORTHWEST
 MD1686'OF THREE RIVERS,
 MD1686'ON HIGHEST GROUND IN IMMEDIATE VICINITY, ON LAND OWNED BY
 MD1686'OSCAR JEWELL WHO LIVES 1/2 MILE
 MD1686'NORTHWEST OF STATION.  TO REACH FROM THREE RIVERS,
 MD1686'GO NORTH OUT OF TOWN ON U.S. ROUTE 131, TAKING
 MD1686'DISTANCES FROM POINT WHERE HIGHWAY
 MD1686'CROSSES NEW YORK CENTRAL RAILROAD ABOUT 1-1/2 MILES NORTH OF MAIN
 MD1686'PART OF TOWN.
 MD1686'CONTINUE ON U.S. ROUTE 131 TO 1.0 MILE, THEN TAKE ROAD TURNING OUT TO
 MD1686'LEFT (WEST), AT 2.5 MILES
 MD1686'TURN RIGHT (NORTH) AND CONTINUE TO FOUR CORNERS AT 3.0
 MD1686'MILES.  TURN LEFT (WEST) AND CONTINUE TO 5.7
 MD1686'MILES WHERE STATION WILL BE ON HIGHEST
 MD1686'POINT OF GROUND IN CULTIVATED FIELD TO RIGHT, ABOUT 225 METERS
 MD1686'(738 FEET) NORTH OF
 MD1686'EAST-AND-WEST ROAD, ABOUT 1/4 MILE NORTHWEST OF SMALL HOUSE WITH RED
 MD1686'TRIMMINGS, 9.4 METERS (31
 MD1686'FEET) SOUTH OF EAST-AND-WEST WIRE FENCE ON NORTH SIDE OF FIELD
 MD1686'BETWEEN WOOD LOT AND FIELD, 60.7
 MD1686'METERS (199 FEET) WEST OF NORTH-AND-SOUTH WIRE FENCE
 MD1686'BETWEEN CULTIVATED FIELDS, AND ABOUT 30
 MD1686'METERS (98 FEET) EAST OF EDGE OF TREES IN
 MD1686'NORTHWEST CORNER OF FIELD.  SURFACE AND UNDERGROUND MARKS
 MD1686'ARE STANDARD DISK
 MD1686'STATION MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS 1 FOOT
 MD1686'BELOW SURFACE OF GROUND.
 MD1686'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 MD1686'NO. 1 IS 2 METERS (7 FEET)
 MD1686'NORTH OF EAST-AND-WEST ROW OF BUSHES SEPARATING ROAD
 MD1686'RIGHT OF WAY AND CULTIVATED FIELD, 5 METERS
 MD1686'(16 FEET) SOUTH OF DIRT ROAD, ABOUT
 MD1686'200 METERS (656 FEET) EAST-SOUTHEAST OF WHITE HOUSE WITH RED
 MD1686'TRIMMINGS ON NORTH SIDE OF
 MD1686'ROAD, AND APPROXIMATELY 1/3 MILE FROM STATION IN AZIMUTH 300 DEG 11
 MD1686'MIN 23 SEC.  NO. 2 IS 1 FOOT EAST OF
 MD1686'NORTH-AND-SOUTH FENCE LINE BETWEEN CULTIVATED FIELDS, ABOUT
 MD1686'40 METERS (131 FEET) SOUTH OF ROW OF TREES
 MD1686'IN FENCE LINE, ABOUT 200 METERS (656
 MD1686'FEET) NORTH OF ROW OF TREES IN FENCE LINE, ABOUT 200 METERS
 MD1686'(656 FEET) NORTH OF EAST- AND-WEST
 MD1686'ROAD, AND 139.9 METERS (459 FEET) FROM STATION IN AZIMUTH 57 DEG 04
 MD1686'MIN 38 SEC.  AZIMUTH FROM STATION TO
 MD1686'THREE RIVERS, EDDY PAPER CO., STACK, IS 315 DEG 18 MIN 14 SEC.
 MD1686
 MD1686                          STATION RECOVERY (1969)
 MD1686
 MD1686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (DLH)
 MD1686'STATION IS LOCATED 5 MILES NORTHWEST OF THREE RIVERS, IN THE N.W.
 MD1686'1/4 OF SECT. 33,
 MD1686'T. 5 S., R. 12 W., ABOUT 0.2 MILE NORTHWEST OF A
 MD1686'FARM HOUSE, ABOUT 220 METERS NORTH
 MD1686'OF MT. ZION RD., IN PASTURELAND
 MD1686'SOUTH OF A GROVE OF HARDWOOD TREES, NEAR THE CREST OF
 MD1686'A PROMINENT
 MD1686'HILL.
 MD1686'
 MD1686'TO REACH FROM THREE RIVERS PROCEED NORTH ON MAIN STREET 0.6 MILE,
 MD1686'TURN LEFT (WEST)
 MD1686'ON HOFFMAN ST FOR 1.4 MILES, TURN RIGHT (NORTH) ON
 MD1686'PULVER ROAD FOR 2.5 MILES, TURN
 MD1686'LEFT (WEST) ON MT. ZION ROAD FOR 2.45
 MD1686'MILES TO A PROMINENT CREST.  WALK NORTH ABOUT 725
 MD1686'FT. TO THE CREST
 MD1686'OF THE HILL AND THE STATION.
 MD1686'
 MD1686'STATION MARK, A STANDARD USC AND GS TABLET IN A CONCRETE MONUMENT
 MD1686'STAMPED JEWELL 1931 IS
 MD1686'61.19 METERS (200.7 FEET) WEST OF A NORTH-SOUTH FENCE,
 MD1686'9.34 METERS (30.64 FT.) SOUTH OF
 MD1686'AN EAST-WEST FENCE AND A METAL
 MD1686'WITNESS POST, ABOUT ONE FT. BELOW THE GROUND LEVEL.
 MD1686'
 MD1686'R.M. 1, A STD. TABLET SET IN A CONCRETE MONUMENT, IS 7 FEET NORTH
 MD1686'OF A ROW OF TREES,
 MD1686'16 FEET SOUTH OF MT. ZION ROAD, AND 200 METERS
 MD1686'EAST-SOUTHEAST OF A FARM HOUSE.
 MD1686'
 MD1686'R.M. 2, A STD. TABLET SET IN A CONCRETE MONUMENT, IS ABOUT 200
 MD1686'METERS NORTH OF
 MD1686'MT. ZION ROAD IN OPEN PASTURELAND, 139.5 METERS
 MD1686'(457.69 FEET SLOPE MEASUREMENT)
 MD1686'FROM THE STATION IN AZIMUTH
 MD1686'57 DEG 04 MIN 38 SEC.
 MD1686
 MD1686                          STATION RECOVERY (1980)
 MD1686
 MD1686'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 MD1686'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 MD1686'
 MD1686'THE STATION IS IN THE NORTHWEST QUARTER OF SECTION 33, T5S, R12W
 MD1686'FLOWERFIELD TOWNSHIP.  THE ORIGINAL WITNESSES ARE VALID.  IN ADDITION,
 MD1686'THE MARK IS 37 FEET SOUTHWEST FROM A 30 INCH RED OAK IN THE FENCE AND
 MD1686'31 FEET SOUTH OF A WITNESS SIGN AND POST.
 MD1686'
 MD1686'THE LAND IS NOW OWNED BY R A SHINGLEDECKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1335 ***********************************************************************
 RJ1335  DESIGNATION -  JL C6M 144
 RJ1335  PID         -  RJ1335
 RJ1335  STATE/COUNTY-  MI/CHIPPEWA
 RJ1335  USGS QUAD   -  OAK RIDGE (1976)
 RJ1335
 RJ1335                         *CURRENT SURVEY CONTROL
 RJ1335  ___________________________________________________________________
 RJ1335* NAD 83(1994)-  46 19 12.25176(N)    084 07 33.02831(W)     ADJUSTED  
 RJ1335* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1335  ___________________________________________________________________
 RJ1335  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 RJ1335  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ1335
 RJ1335  HORZ ORDER  -  SECOND
 RJ1335
 RJ1335.The horizontal coordinates were established by classical geodetic methods
 RJ1335.and adjusted by the National Geodetic Survey in February 1997..
 RJ1335
 RJ1335.The orthometric height was scaled from a topographic map.
 RJ1335
 RJ1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1335
 RJ1335.The geoid height was determined by GEOID03.
 RJ1335
 RJ1335;                    North         East     Units Scale Factor Converg.
 RJ1335;SPC MI N     -   174,811.245 8,221,284.618   MT  0.99990302   +2 04 38.7
 RJ1335;SPC MI N     -   573,527.71 26,972,718.56   iFT  0.99990302   +2 04 38.7
 RJ1335;UTM  16      - 5,133,625.660   721,261.867   MT  1.00020184   +2 04 46.0
 RJ1335
 RJ1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1335!SPC MI N     -   0.99997674  x   0.99990302  =   0.99987976
 RJ1335!UTM  16      -   0.99997674  x   1.00020184  =   1.00017858
 RJ1335
 RJ1335                          SUPERSEDED SURVEY CONTROL
 RJ1335
 RJ1335  NAD 83(1986)-  46 19 12.24428(N)    084 07 33.02429(W) AD(       ) 2
 RJ1335
 RJ1335.Superseded values are not recommended for survey control.
 RJ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1335.See file dsdata.txt to determine how the superseded data were derived.
 RJ1335
 RJ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2126233626(NAD 83)
 RJ1335_MARKER: DS = TRIANGULATION STATION DISK
 RJ1335_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1335+WITH SETTING: INFORMATION.
 RJ1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1335
 RJ1335  HISTORY     - Date     Condition        Report By
 RJ1335  HISTORY     - 1988     MONUMENTED       USE
 RJ1335
 RJ1335                          STATION DESCRIPTION
 RJ1335
 RJ1335'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1335'THE STATION IS LOCATED ABOUT 25.9 KM (16.1 MI) SOUTHEAST OF SAULT STE
 RJ1335'MARIE, 37.8 KM (23.5 MI) EAST-NORTHEAST OF RUDYARD AND 40.2 KM (25.0
 RJ1335'MI)
 RJ1335'NORTH-NORTHWEST OF DETOUR VILLAGE IN GOVT LOT 4, SEC 1, T45N-R2E.
 RJ1335'OWNERSHIP--- VANDENBOUT, KEN AND MARY
 RJ1335'
 RJ1335'TO REACH STATION FROM POST OFFICE IN BARBEAU
 RJ1335'MI, TRAVEL EAST FOR 4.3 KM
 RJ1335'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN LEFT
 RJ1335'AND TRAVEL NORTH FOR 3.7 KM (2.3 MI) ON SCENIC DRIVE TO BRIDGE
 RJ1335'CROSSING THE CHARLOTTE
 RJ1335'RIVER, AT NORTH END OF BRIDGE TURN RIGHT ONTO A GRAVEL ROAD TO PUBLIC
 RJ1335'BOAT LAUNCH. BY BOAT TRAVEL UPRIVER FOR 30 MINUTES ALONG NEEBISH
 RJ1335'CHANNEL TO NORTH SHORE NEAR AN ABANDONED RESORT WHERE THE STATION
 RJ1335'IS LOCATED.
 RJ1335'
 RJ1335'THE STATION IS A STANDARD COE DISK
 RJ1335'THAT IS STAMPED---C6M-144---,
 RJ1335'SET INTO A COVERED PVC SLEEVE FLUSH WITH GROUND AND ATTACHED TO AN
 RJ1335'ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 15.2 METERS (50 FT)
 RJ1335'FROM EDGE OF WATER AND 20.7 METERS (68 FT) FROM A VACATED YELLOW
 RJ1335'HOUSE.
 RJ1335'
 RJ1335'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0812 ***********************************************************************
 RJ0812  DESIGNATION -  JOE IBC 1943
 RJ0812  PID         -  RJ0812
 RJ0812  STATE/COUNTY-  MI/CHIPPEWA
 RJ0812  USGS QUAD   -  PAYMENT (1976)
 RJ0812
 RJ0812                         *CURRENT SURVEY CONTROL
 RJ0812  ___________________________________________________________________
 RJ0812* NAD 83(1994)-  46 30 49.80732(N)    084 14 28.91662(W)     ADJUSTED  
 RJ0812* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0812  ___________________________________________________________________
 RJ0812  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 RJ0812  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 RJ0812
 RJ0812  HORZ ORDER  -  THIRD
 RJ0812
 RJ0812.The horizontal coordinates were established by classical geodetic methods
 RJ0812.and adjusted by the National Geodetic Survey in February 1997..
 RJ0812
 RJ0812.The orthometric height was scaled from a topographic map.
 RJ0812
 RJ0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0812
 RJ0812.The geoid height was determined by GEOID03.
 RJ0812
 RJ0812;                    North         East     Units Scale Factor Converg.
 RJ0812;SPC MI N     -   196,019.030 8,211,644.586   MT  0.99991077   +1 59 38.1
 RJ0812;SPC MI N     -   643,107.05 26,941,091.16   iFT  0.99991077   +1 59 38.1
 RJ0812;SPC MI C     -   355,324.142 6,009,618.777   MT  1.00029071   +0 05 18.6
 RJ0812;SPC MI C     - 1,165,761.62 19,716,597.04   iFT  1.00029071   +0 05 18.6
 RJ0812;UTM  16      - 5,154,838.292   711,617.294   MT  1.00015049   +2 00 08.1
 RJ0812
 RJ0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0812!SPC MI N     -   0.99997817  x   0.99991077  =   0.99988894
 RJ0812!SPC MI C     -   0.99997817  x   1.00029071  =   1.00026887
 RJ0812!UTM  16      -   0.99997817  x   1.00015049  =   1.00012865
 RJ0812
 RJ0812|---------------------------------------------------------------------|
 RJ0812| PID    Reference Object                     Distance      Geod. Az  |
 RJ0812|                                                           dddmmss.s |
 RJ0812| RJ0813 33 USLS                              49.352 METERS 20423     |
 RJ0812| RJ0818 BIRCH IBC 1943                      APPROX. 0.6 KM 2670722.9 |
 RJ0812| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 4.2 KM 2760702.9 |
 RJ0812| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 4.4 KM 2761029.0 |
 RJ0812|---------------------------------------------------------------------|
 RJ0812
 RJ0812                          SUPERSEDED SURVEY CONTROL
 RJ0812
 RJ0812  NAD 83(1986)-  46 30 49.79425(N)    084 14 28.93512(W) AD(       ) 3
 RJ0812  NAD 27      -  46 30 49.71500(N)    084 14 28.80200(W) AD(       ) 3
 RJ0812
 RJ0812.Superseded values are not recommended for survey control.
 RJ0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0812.See file dsdata.txt to determine how the superseded data were derived.
 RJ0812
 RJ0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1161754838(NAD 83)
 RJ0812_MARKER: H = DRILL HOLE
 RJ0812_SETTING: 80 = SET IN A BOULDER
 RJ0812_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 RJ0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0812+STABILITY: SURFACE MOTION
 RJ0812
 RJ0812  HISTORY     - Date     Condition        Report By
 RJ0812  HISTORY     - 1943     MONUMENTED       IBC
 RJ0812  HISTORY     - 1958     GOOD             IBC
 RJ0812
 RJ0812                          STATION DESCRIPTION
 RJ0812
 RJ0812'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0812'ON N SIDE OF POINT LEWIS, 3 MILES DOWNSTREAM FROM TOPSAIL ISLAND,
 RJ0812'JUST N OF A SMALL INDENTATION IN THE BRUSHY SHORELINE.  IT IS 10
 RJ0812'FEET BACK FROM HIGH - WATER MARK AND 2 FEET ABOVE THE HIGH - WATER
 RJ0812'MARK.
 RJ0812'
 RJ0812'STATION MARK IS A 1-INCH DRILL HOLE 2 INCHES DEEP WITH TRIANGLE
 RJ0812'CUT AROUND IT IN EMBEDDED TRIANGULAR STONE WITH 30 INCHES ON A SIDE
 RJ0812'AND PROJECTING 1 FOOT ABOVE GROUND.
 RJ0812'
 RJ0812'STATION 33 (U S L S) IS 161.92 FEET FROM STATION, S 24 DEG 25 MIN W.
 RJ0812
 RJ0812                          STATION RECOVERY (1958)
 RJ0812
 RJ0812'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0624 ***********************************************************************
 QK0624  DESIGNATION -  JOHANNES
 QK0624  PID         -  QK0624
 QK0624  STATE/COUNTY-  MI/OTSEGO
 QK0624  USGS QUAD   -  SAUNDERS CREEK (1986)
 QK0624
 QK0624                         *CURRENT SURVEY CONTROL
 QK0624  ___________________________________________________________________
 QK0624* NAD 83(1994)-  45 01 22.16547(N)    084 24 44.92599(W)     ADJUSTED  
 QK0624* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 QK0624  ___________________________________________________________________
 QK0624  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 QK0624  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QK0624
 QK0624  HORZ ORDER  -  FIRST
 QK0624
 QK0624.The horizontal coordinates were established by classical geodetic methods
 QK0624.and adjusted by the National Geodetic Survey in February 1997..
 QK0624
 QK0624.The orthometric height was scaled from a topographic map.
 QK0624
 QK0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0624
 QK0624.The geoid height was determined by GEOID03.
 QK0624
 QK0624;                    North         East     Units Scale Factor Converg.
 QK0624;SPC MI C     -   189,589.102 5,996,389.554   MT  0.99991367   -0 01 56.5
 QK0624;SPC MI C     -   622,011.49 19,673,194.07   iFT  0.99991367   -0 01 56.5
 QK0624;UTM  16      - 4,988,743.147   703,855.258   MT  1.00011102   +1 49 51.6
 QK0624
 QK0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0624!SPC MI C     -   0.99993720  x   0.99991367  =   0.99985088
 QK0624!UTM  16      -   0.99993720  x   1.00011102  =   1.00004821
 QK0624
 QK0624|---------------------------------------------------------------------|
 QK0624| PID    Reference Object                     Distance      Geod. Az  |
 QK0624|                                                           dddmmss.s |
 QK0624| CH1279 JOHANNES RM 1                        15.710 METERS 01418     |
 QK0624| PL0435 BIGELOW                             APPROX. 9.4 KM 1060910.5 |
 QK0624| CH1280 JOHANNES RM 2                        15.945 METERS 28844     |
 QK0624|---------------------------------------------------------------------|
 QK0624
 QK0624                          SUPERSEDED SURVEY CONTROL
 QK0624
 QK0624  NAD 83(1986)-  45 01 22.15694(N)    084 24 44.93050(W) AD(       ) 1
 QK0624  NAD 27      -  45 01 22.12500(N)    084 24 44.87800(W) AD(       ) 1
 QK0624
 QK0624.Superseded values are not recommended for survey control.
 QK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0624.See file dsdata.txt to determine how the superseded data were derived.
 QK0624
 QK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0385588743(NAD 83)
 QK0624_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0624
 QK0624  HISTORY     - Date     Condition        Report By
 QK0624  HISTORY     - 1932     MONUMENTED       CGS
 QK0624  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0624
 QK0624                          STATION DESCRIPTION
 QK0624
 QK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0624'ABOUT 12-1/2 MILES EAST OF
 QK0624'GAYLORD, 3 MILES
 QK0624'NORTHEAST OF JOHANNESBURG, IN NE 1/4 SEC. 3, T. 30 N., R. 1 W., IN
 QK0624'BRUSHY CUT-OVER WILDERNESS, 39 FEET
 QK0624'SOUTH OF NORTH LEG OF ABANDONED FIRE LOOKOUT
 QK0624'TOWER, AND 37 FEET SOUTHWEST OF EAST LEG OF TOWER.  TO
 QK0624'REACH FROM JOHANNESBURG, GO
 QK0624'EAST 3.35 MILES ON GRAVEL ROAD TO DIRT ROAD LEADING NORTH JUST EAST
 QK0624'OF FARMHOUSE, GO NORTH 1.0 MILE
 QK0624'TO POINT WHERE MAIN-TRAVELED ROAD TURNS EAST AND LITTLE-USED
 QK0624'ROAD LEADS WEST, FOLLOW ROAD WEST
 QK0624'1.25 MILES TO DIM CROSSROADS WHERE TRIANGLE
 QK0624'BLAZES WERE MADE ON 4-INCH MAPLE TO SOUTH AND 5-INCH
 QK0624'TWIN ELM TREE TO NORTH OF
 QK0624'ROAD, GO NORTH (RIGHT) 0.9 MILE ON WOOD ROAD TO FORK TO RIGHT WHERE
 QK0624'MAIN TRAIL BEARS TO LEFT DOWN
 QK0624'GRADE (TRIANGLE BLAZE CUT ON PINE TREE 20 FEET EAST OF THIS POINT),
 QK0624'FOLLOW RIGHT-HAND FORK PAST
 QK0624'BLAZE, KEEP ALL RIGHT-HAND OPEN TRAILS 0.5 MILE TO FORK
 QK0624'(OPEN GRASSY FORK TO LEFT), KEEP RIGHT FORK
 QK0624'STRAIGHT AHEAD WHICH IS SOMEWHAT
 QK0624'BRUSHY ABOUT 170 YARDS TO VERY SMALL TRIANGLE BLAZE ON BUSH ON
 QK0624'LEFT AND NEWLY CLEARED
 QK0624'TRAIL TO RIGHT, AND FOLLOW NEWLY CLEARED TRAIL SOUTHWEST 180 YARDS TO
 QK0624'STATION SITE AT ABANDONED FIRE
 QK0624'LOOKOUT TOWER.  TOWER IS BENT AT TOP, DOES NOT APPEAR TO BE
 QK0624'VERY WELL ANCHORED, AND PROBABLY IS NOT
 QK0624'VERY PERMANENT LANDMARK.  SURFACE AND
 QK0624'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN
 QK0624'CONCRETE, NOTES 1A AND 7A.
 QK0624'UPPER MARK PROJECTS 7 INCHES.  REFERENCE MARKS ARE STANDARD REFERENCE
 QK0624'DISKS IN CONCRETE, NOTE
 QK0624'11A.  NO. 1 PROJECTS 9 INCHES, AND IS 51.58 FEET FROM STATION IN
 QK0624'AZIMUTH 194 DEG 18 MIN.  NO. 2
 QK0624'PROJECTS 6 INCHES, AND IS 52.32 FEET FROM STATION IN
 QK0624'AZIMUTH 108 DEG 45 MIN.
 QK0624
 QK0624                          STATION RECOVERY (1956)
 QK0624
 QK0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0624'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 QK0624'CONDITION.  THE DISTANCE TO
 QK0624'REFERENCE MARK 2 CHECKED.  A DIFFERENCE OF 0.04 OF A FOOT SHORTER WAS
 QK0624'FOUND IN THE DISTANCE TO
 QK0624'REFERENCE MARK 1.  THE DIRECTIONS TO BOTH MARKS CHECKED.  THE
 QK0624'ABANDONED LOOKOUT TOWER MENTIONED IN
 QK0624'THE ORIGINAL DESCRIPTION IS NO LONGER THERE BUT THE CORNERS
 QK0624'OF THE OLD FOUNDATION WERE RECOVERED AND USED
 QK0624'AS REFERENCE POINTS AT THIS TIME.  THESE
 QK0624'REFERENCE POINTS ARE 4 INCH ANGLE IRON POSTS PROJECTING ABOUT 6
 QK0624'INCHES ABOVE THE SURFACE OF THE
 QK0624'GROUND.
 QK0624'
 QK0624'THE STATION IS ABOUT 3-1/2 MILES NORTHEAST OF JOHANNESBURG, 12-1/2
 QK0624'MILES EAST OF GAYLORD, ON THE
 QK0624'HIGHEST POINT OF A HEAVILY TIMBERED HILL, ON PROPERTY OWNED BY MRS.
 QK0624'ARCHIBALD DIAK, 15 GEDDES HEIGHTS,
 QK0624'ANN ARBOR, MICHIGAN.  TO REACH THE STATION IT IS
 QK0624'NECESSARY TO CROSS PROPERTY OWNED BY MR. JOHN PRIOR,
 QK0624'1231 CLINTON AVENUE, ST. CLAIR,
 QK0624'MICHIGAN.  IT IS 25 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QK0624'LOOKOUT TOWER FOUNDATION, 25 FEET
 QK0624'SOUTHWEST OF A 8 INCH ASH TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 QK0624'SIDE AND 2 FEET NORTHEAST OF
 QK0624'A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 QK0624'IS STAMPED JOHANNES 1932.
 QK0624'
 QK0624'TO REACH THE STATION FROM THE PAVED CROSSROAD IN JOHANNESBURG, GO
 QK0624'EAST AND NORTH ON A PAVED
 QK0624'ROAD FOR 3.25 MILES TO A SIDEROAD LEFT.  TURN LEFT AND GO NORTH ON
 QK0624'GRAVEL ROAD FOR 1.0 MILE TO A
 QK0624'FORK.  TAKE THE LEFT FORK AND GO WEST FOR 1.2 MILES TO A DIM
 QK0624'CROSS ROAD AND A TRIANGULAR BLAZE ON A
 QK0624'TWIN TRUNK TREE ON THE RIGHT.  TURN RIGHT ON A
 QK0624'WOODS ROAD AND GO NORTHERLY FOR 0.35 MILE TO AN OPEN
 QK0624'FIELD.  CONTINUE NORTHEAST ACROSS
 QK0624'THE FIELD FOR 0.1 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 QK0624'NORTHERLY FOR 0.2 MILE TO A FORK.
 QK0624'TAKE THE RIGHT FORK AND GO NORTHEASTERLY FOR 0.75 MILES TO A FORK AND
 QK0624'A BLAZE ON A TWIN TRUNK TREE ON THE
 QK0624'LEFT.  TAKE THE RIGHT FORK AND GO SOUTHERLY FOR 0.1 MILE TO A
 QK0624'FORK AND 2 BLAZED TREES ON THE RIGHT.  TURN
 QK0624'RIGHT AND GO SOUTHWEST, UP HILL, FOR 0.1 MILE
 QK0624'TO THE HIGHEST POINT AND THE STATION.
 QK0624'
 QK0624'REFERENCE MARK 1 IS 18 FEET NORTHWEST OF THE NORTH CORNER OF THE OLD
 QK0624'LOOKOUT TOWER FOUNDATION, 28
 QK0624'FEET NORTH OF AN 8 INCH ASH TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 QK0624'SIDE AND 6 FEET EAST OF THE
 QK0624'CENTERLINE OF A DIM WOODS ROAD.  THE MARK PROJECTS 6 INCHES
 QK0624'AND THE DISK IS STAMPED JOHANNES NO 1 1956.
 QK0624'
 QK0624'REFERENCE MARK 2 IS 11 FEET EAST OF AN 8 INCH ELM TREE WITH A
 QK0624'TRIANGULAR BLAZE ON THE EAST
 QK0624'SIDE AND 17 FEET SOUTH OF A 10 INCH ASH TREE WITH A TRIANGULAR BLAZE
 QK0624'ON THE SOUTH SIDE.  THE MARK
 QK0624'PROJECTS 4 INCHES AND THE DISK IS STAMPED JOHANNES NO 2 1956.
 QK0624'
 QK0624'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 QK0624'
 QK0624'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0441 ***********************************************************************
 PL0441  DESIGNATION -  JOHANNESBURG
 PL0441  PID         -  PL0441
 PL0441  STATE/COUNTY-  MI/OTSEGO
 PL0441  USGS QUAD   -  JOHANNESBURG (1950)
 PL0441
 PL0441                         *CURRENT SURVEY CONTROL
 PL0441  ___________________________________________________________________
 PL0441* NAD 83(1994)-  44 59 05.85966(N)    084 27 21.10948(W)     ADJUSTED  
 PL0441* NAVD 88     -       411.40   (+/-2cm)    1349.7    (feet)  VERTCON   
 PL0441  ___________________________________________________________________
 PL0441  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 PL0441  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PL0441
 PL0441  HORZ ORDER  -  SECOND
 PL0441  VERT ORDER  -  THIRD ? (See Below)
 PL0441
 PL0441.The horizontal coordinates were established by classical geodetic methods
 PL0441.and adjusted by the National Geodetic Survey in February 1997..
 PL0441
 PL0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0441.The vertical order pertains to the NGVD 29 superseded value.
 PL0441
 PL0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0441
 PL0441.The geoid height was determined by GEOID03.
 PL0441
 PL0441;                    North         East     Units Scale Factor Converg.
 PL0441;SPC MI C     -   185,384.561 5,992,965.867   MT  0.99991297   -0 03 46.8
 PL0441;SPC MI C     -   608,217.06 19,661,961.51   iFT  0.99991297   -0 03 46.8
 PL0441;UTM  16      - 4,984,428.721   700,569.427   MT  1.00009468   +1 47 56.8
 PL0441
 PL0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0441!SPC MI C     -   0.99994102  x   0.99991297  =   0.99985399
 PL0441!UTM  16      -   0.99994102  x   1.00009468  =   1.00003569
 PL0441
 PL0441|---------------------------------------------------------------------|
 PL0441| PID    Reference Object                     Distance      Geod. Az  |
 PL0441|                                                           dddmmss.s |
 PL0441| PL0440 Q 4                                  24.282 METERS 00651     |
 PL0441| CH1281 JOHANNESBURG AZ MK                                 0070839.8 |
 PL0441| QK0623 KB FIRE LOOKOUT TOWER               APPROX.10.0 KM 0662643.5 |
 PL0441| CH1282 JOHANNESBURG RM 1                    32.150 METERS 09358     |
 PL0441| CH1283 JOHANNESBURG RM 1 RESET                            09405     |
 PL0441|---------------------------------------------------------------------|
 PL0441
 PL0441                          SUPERSEDED SURVEY CONTROL
 PL0441
 PL0441  NAD 83(1986)-  44 59 05.84981(N)    084 27 21.11381(W) AD(       ) 2
 PL0441  NAD 27      -  44 59 05.81402(N)    084 27 21.05023(W) AD(       ) 2
 PL0441  NGVD 29 (07/19/86)  411.51   (m)         1350.1    (f) LEVELING    3  
 PL0441
 PL0441.Superseded values are not recommended for survey control.
 PL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0441.See file dsdata.txt to determine how the superseded data were derived.
 PL0441
 PL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0056984429(NAD 83)
 PL0441_MARKER: DS = TRIANGULATION STATION DISK
 PL0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0441_STAMPING: JOHANNESBURG 1949
 PL0441_MARK LOGO: CGS   
 PL0441_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0441+STABILITY: SURFACE MOTION
 PL0441
 PL0441  HISTORY     - Date     Condition        Report By
 PL0441  HISTORY     - 1949     MONUMENTED       CGS
 PL0441  HISTORY     - 1956     SEE DESCRIPTION  CGS
 PL0441  HISTORY     - 1967     SEE DESCRIPTION  CGS
 PL0441  HISTORY     - 1980     GOOD             MIDH
 PL0441  HISTORY     - 19920602 GOOD             RBNF
 PL0441  HISTORY     - 19920602 GOOD             LOCENG
 PL0441  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 PL0441
 PL0441                          STATION DESCRIPTION
 PL0441
 PL0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0441'STATION IS LOCATED ON THE GROUNDS OF THE JOHANNESBURG PUBLIC SCHOOL.
 PL0441'IT IS 282 FEET SOUTH OF THE
 PL0441'INTERSECTION OF STATE HIGHWAY 32 AND A GRAVEL ROAD, 127 FEET SOUTH OF
 PL0441'THE SOUTHEAST CORNER OF THE SCHOOL
 PL0441'BUILDING, 64 FEET WEST OF THE CENTER OF THE HIGHWAY, 20
 PL0441'FEET NORTHWEST OF A POWER POLE AND 12 FEET WEST
 PL0441'OF THE WEST EDGE OF A SIDE WALK.  THE MARK
 PL0441'IS FLUSH AND THE DISK IS STAMPED JOHANNESBURG 1949.
 PL0441'
 PL0441'REFERENCE MARK NO. 1 IS 42 FEET EAST OF THE CENTER OF THE HIGHWAY, 29
 PL0441'FEET WEST OF THE SOUTHWEST
 PL0441'CORNER OF A FRAME HOUSE AND 9 FEET WEST OF A 36 INCH POPLAR TREE.
 PL0441'THE MARK IS FLUSH AND THE DISK IS
 PL0441'STAMPED JOHANNESBURG NO 1 1949.
 PL0441'
 PL0441'Q-4 (A.M.S.) B.M. IS USED AS A REFERENCE MARK.  IT IS 56 FEET WEST OF
 PL0441'THE CENTER OF THE HIGHWAY, 49 FEET
 PL0441'SOUTH OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING, 5 FEET EAST OF
 PL0441'POWER POLE NO. 618 AND 4 FEET WEST
 PL0441'OF THE WEST EDGE OF THE SIDE WALK.  THE MARK IS A 6 X 6
 PL0441'INCH CONCRETE POST FLUSH WITH THE GROUND WITH A
 PL0441'STANDARD U.S. ARMY CORPS OF ENGINEERS
 PL0441'BENCH MARK DISK STAMPED Q-4 AMS 1949.
 PL0441'
 PL0441'AZIMUTH MARK IS 53 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 16 FEET
 PL0441'NORTHEAST OF A POWER POLE, 2
 PL0441'FEET SOUTH OF A WITNESS POST AND 1 FOOT WEST OF A FENCE LINE.  THE
 PL0441'MARK PROJECTS 2 INCHES AND THE DISK IS
 PL0441'STAMPED JOHANNESBURG 1949.
 PL0441'
 PL0441'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 PL0441'32 FOR 0.05 MILE TO A GRAVEL ROAD
 PL0441'NORTH, CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.15 MILE TO THE MARK ON
 PL0441'THE RIGHT AS DESCRIBED.
 PL0441'
 PL0441'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 PL0441
 PL0441                          STATION RECOVERY (1956)
 PL0441
 PL0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 PL0441'THE STATION MARK, AZIMUTH MARK AND Q-4 (A.M.S.) B.M. WERE RECOVERED
 PL0441'AS DESCRIBED AND FOUND TO BE
 PL0441'IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS RECOVERED AND FOUND TO
 PL0441'BE IN GOOD CONDITION.  IT IS IN THE
 PL0441'DRIVE TO A GASOLINE SERVICE STATION AND FLUSH WITH THE
 PL0441'GROUND.
 PL0441
 PL0441                          STATION RECOVERY (1967)
 PL0441
 PL0441'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 PL0441'THE STATION MARK, AZIMUTH MARK AND Q-4 (A.M.S.) B.M. WERE FOUND
 PL0441'AS DESCRIBED AND
 PL0441'IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN HIT AND
 PL0441'LEANING SLIGHTLY TO THE SOUTH.
 PL0441'REFERENCE MARK 1 WAS RESTAMPED 1967
 PL0441'AND CUT IN OFF THE AZIMUTH MARK.  THE DISTANCE AND
 PL0441'DIRECTION TO Q-4
 PL0441'CHECKED.  THE PREVIOUS DESCRIPTION IS GOOD WITH THE BELOW CHANGES.
 PL0441'
 PL0441'THE SCHOOL IS ABANDONED.
 PL0441'
 PL0441'REFERENCE MARK 1 IS STAMPED JOHANNESBURG NO 1 1949 1967.
 PL0441'
 PL0441'THE SERVICE STATION MENTIONED IS GONE.
 PL0441'
 PL0441'THE AZIMUTH MARK IS 1 FOOT SOUTH OF A METAL WITNESS POST.
 PL0441'
 PL0441'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0441
 PL0441                          STATION RECOVERY (1980)
 PL0441
 PL0441'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0441'THE STATION MARK AND REFERENCE MARK 1 AND Q 4 (AMS) BM USED AS
 PL0441'REFERENCE MARK AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 PL0441'THE PREVIOUS DESCRIPTION IS ADEQUATE.
 PL0441
 PL0441                          STATION RECOVERY (1992)
 PL0441
 PL0441'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1992 (CM)
 PL0441'STATION WAS RECOVERED WITH FOLLOWING CHANGES.  THE JOHANNESBURG PUBLIC
 PL0441'SCHOOL IS NOW GONE AND THE CHARLETON TOWNSHIP HALL SETS IN ITS PLACE.
 PL0441'THE GRAVEL ROAD IS NOW PAVED AND THE HIGHWAY IS NOW CALLED HEATHERTON
 PL0441'ROAD.  FOUND ALL REFERENCE MARKS AND THE AZ MK.  SET NEW WITNESS POST
 PL0441'BY STATION.
 PL0441
 PL0441                          STATION RECOVERY (1992)
 PL0441
 PL0441'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (CM)
 PL0441'STATION WAS RECOVERED WITH FOLLOWING CHANGES.  THE JOHANNESBURG PUBLIC
 PL0441'SCHOOL IS NOW GONE AND THE CHARLETON TOWNSHIP HALL SETS IN ITS PLACE.
 PL0441'THE GRAVEL ROAD IS NOW PAVED AND THE HIGHWAY IS NOW CALLED HEATHERTON
 PL0441'ROAD. FOUND ALL REFERENCE MARKS AND THE AZ MK.  SET NEW WITNESS POST
 PL0441'BY STATION.
 PL0441
 PL0441                          STATION RECOVERY (1996)
 PL0441
 PL0441'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0066 ***********************************************************************
 RJ0066  DESIGNATION -  JOHNSON
 RJ0066  PID         -  RJ0066
 RJ0066  STATE/COUNTY-  MI/CHIPPEWA
 RJ0066  USGS QUAD   -  STALWART (1964)
 RJ0066
 RJ0066                         *CURRENT SURVEY CONTROL
 RJ0066  ___________________________________________________________________
 RJ0066* NAD 83(1986)-  46 04 17.     (N)    084 14 15.     (W)     SCALED    
 RJ0066* NAVD 88     -       205.384  (meters)     673.83   (feet)  ADJUSTED  
 RJ0066  ___________________________________________________________________
 RJ0066  GEOID HEIGHT-         -36.27  (meters)                     GEOID03
 RJ0066  DYNAMIC HT  -         205.390 (meters)     673.85  (feet)  COMP
 RJ0066  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 RJ0066
 RJ0066  VERT ORDER  -  FIRST     CLASS 0
 RJ0066
 RJ0066.The horizontal coordinates were scaled from a topographic map and have
 RJ0066.an estimated accuracy of +/- 6 seconds.
 RJ0066
 RJ0066.The orthometric height was determined by differential leveling
 RJ0066.and adjusted by the National Geodetic Survey in June 1991..
 RJ0066
 RJ0066.The geoid height was determined by GEOID03.
 RJ0066
 RJ0066.The dynamic height is computed by dividing the NAVD 88
 RJ0066.geopotential number by the normal gravity value computed on the
 RJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0066.degrees latitude (g = 980.6199 gals.).
 RJ0066
 RJ0066.The modeled gravity was interpolated from observed gravity values.
 RJ0066
 RJ0066;                    North         East    Units  Estimated Accuracy
 RJ0066;SPC MI N     -   146,880.    8,213,650.      MT  (+/- 180 meters Scaled)
 RJ0066
 RJ0066                          SUPERSEDED SURVEY CONTROL
 RJ0066
 RJ0066  NGVD 29 (??/??/92)  205.32   (m)          673.6    (f) COMPUTED    1 0
 RJ0066
 RJ0066.Superseded values are not recommended for survey control.
 RJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0066.See file dsdata.txt to determine how the superseded data were derived.
 RJ0066
 RJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS136056(NAD 83)
 RJ0066_MARKER: Z = SEE DESCRIPTION
 RJ0066_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0066+WITH SETTING: INTO GROUND
 RJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0066+STABILITY: SURFACE MOTION
 RJ0066
 RJ0066  HISTORY     - Date     Condition        Report By
 RJ0066  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0066  HISTORY     - 1972     GOOD             USLS
 RJ0066  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0066
 RJ0066                          STATION DESCRIPTION
 RJ0066
 RJ0066'DESCRIBED BY US LAKE SURVEY 1972
 RJ0066'1.6 MI S FROM STALWART.
 RJ0066'JOHNSON IS IN CHIPPEWA COUNTY, MICHIGAN, 1.6 MILES SOUTH ALONG
 RJ0066'HIGHWAY M-48 FROM THE POST OFFICE IN STALWART TO SWEDE ROAD
 RJ0066'(COUNTY ROAD NO. 23), ABOUT 265 FEET SOUTHWEST OF CENTERLINE
 RJ0066'OF HIGHWAY M-48, 40 FEET SOUTH OF CENTERLINE OF SWEDE ROAD, 37.7
 RJ0066'FEET EAST OF A 18-INCH FIR, 25.7 FEET NORTHEAST OF NORTHWEST
 RJ0066'CORNER OF GARAGE OWNED BY EVERETT JOHNSON, 13.4 FEET NORTHWEST
 RJ0066'OF A 12-INCH FIR, 8.0 FEET NORTH OF NORTHEAST CORNER AND IN LINE
 RJ0066'WITH EAST FACE OF GARAGE, 1/3-FOOT BELOW THE GROUND SURFACE,
 RJ0066'BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER STEEL ROD, 10
 RJ0066'FEET LONG.
 RJ0066
 RJ0066                          STATION RECOVERY (1983)
 RJ0066
 RJ0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0066'NOT RECOVERED, A THOROUGH SEARCH WAS MADE, GARAGE HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0673 ***********************************************************************
 RK0673  DESIGNATION -  JOHNSON LOOKOUT TOWER
 RK0673  PID         -  RK0673
 RK0673  STATE/COUNTY-  MI/ALGER
 RK0673  USGS QUAD   -  ROCK RIVER (1985)
 RK0673
 RK0673                         *CURRENT SURVEY CONTROL
 RK0673  ___________________________________________________________________
 RK0673* NAD 83(1994)-  46 25 36.55396(N)    086 57 53.08318(W)     ADJUSTED  
 RK0673* NAVD 88     -                                                        
 RK0673  ___________________________________________________________________
 RK0673  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 RK0673  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 RK0673
 RK0673  HORZ ORDER  -  THIRD
 RK0673
 RK0673.The horizontal coordinates were established by classical geodetic methods
 RK0673.and adjusted by the National Geodetic Survey in February 1997..
 RK0673
 RK0673
 RK0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0673
 RK0673.The geoid height was determined by GEOID03.
 RK0673
 RK0673;                    North         East     Units Scale Factor Converg.
 RK0673;SPC MI N     -   182,664.885 8,002,709.613   MT  0.99990588   +0 01 31.7
 RK0673;SPC MI N     -   599,294.24 26,255,608.97   iFT  0.99990588   +0 01 31.7
 RK0673;UTM  16      - 5,141,472.564   502,708.785   MT  0.99960009   +0 01 32.0
 RK0673
 RK0673                          SUPERSEDED SURVEY CONTROL
 RK0673
 RK0673  NAD 83(1986)-  46 25 36.54878(N)    086 57 53.08164(W) AD(       ) 4
 RK0673  NAD 27      -  46 25 36.76500(N)    086 57 52.54800(W) AD(       ) 3
 RK0673
 RK0673.Superseded values are not recommended for survey control.
 RK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0673.See file dsdata.txt to determine how the superseded data were derived.
 RK0673
 RK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES0270941473(NAD 83)
 RK0673_MARKER: 57 = LOOKOUT TOWER
 RK0673
 RK0673  HISTORY     - Date     Condition        Report By
 RK0673  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0673  HISTORY     - 19960605 GOOD             MI-003
 RK0673
 RK0673                          STATION DESCRIPTION
 RK0673
 RK0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0673'THE STATION IS THE APEX OF THE METAL CABIN ATOP THE JOHNSON LOOKOUT
 RK0673'TOWER THAT IS LOCATED ON A WOODED HILL ABOUT 6 MILES WEST OF AU
 RK0673'TRAIN IN SECTION 17, T.47N., R.21W.
 RK0673
 RK0673                          STATION RECOVERY (1996)
 RK0673
 RK0673'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RK0673'STATION WAS RECOVERED AS DESCRIBED.  THE STATION IS THE CENTER OF THE
 RK0673'ROOF OF THE WHITE SQUARE PYRAMIDAL TOWER AT THE OUTER HARBOR, CGS
 RK0673'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0723 ***********************************************************************
 NG0723  DESIGNATION -  JOHNSTON
 NG0723  PID         -  NG0723
 NG0723  STATE/COUNTY-  MI/ALLEGAN
 NG0723  USGS QUAD   -  GLENN (1981)
 NG0723
 NG0723                         *CURRENT SURVEY CONTROL
 NG0723  ___________________________________________________________________
 NG0723* NAD 83(1994)-  42 36 13.74155(N)    086 12 42.27246(W)     ADJUSTED  
 NG0723* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 NG0723  ___________________________________________________________________
 NG0723  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 NG0723  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NG0723
 NG0723  HORZ ORDER  -  FIRST
 NG0723
 NG0723.The horizontal coordinates were established by classical geodetic methods
 NG0723.and adjusted by the National Geodetic Survey in February 1997..
 NG0723
 NG0723.The orthometric height was scaled from a topographic map.
 NG0723
 NG0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0723
 NG0723.The geoid height was determined by GEOID03.
 NG0723
 NG0723;                    North         East     Units Scale Factor Converg.
 NG0723;SPC MI S     -   124,267.896 3,848,612.151   MT  0.99991886   -1 15 20.3
 NG0723;SPC MI S     -   407,703.07 12,626,680.29   iFT  0.99991886   -1 15 20.3
 NG0723;UTM  16      - 4,717,121.988   564,661.005   MT  0.99965144   +0 32 01.0
 NG0723
 NG0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0723!SPC MI S     -   0.99997029  x   0.99991886  =   0.99988915
 NG0723!UTM  16      -   0.99997029  x   0.99965144  =   0.99962174
 NG0723
 NG0723:                Primary Azimuth Mark                     Grid Az
 NG0723:SPC MI S     -  JOHNSTON AZ MK RESET                     003 32 42.5
 NG0723:UTM  16      -  JOHNSTON AZ MK RESET                     001 45 21.2
 NG0723
 NG0723|---------------------------------------------------------------------|
 NG0723| PID    Reference Object                     Distance      Geod. Az  |
 NG0723|                                                           dddmmss.s |
 NG0723| CH0322 JOHNSTON AZ MK RESET                               0021722.2 |
 NG0723| CH0321 JOHNSTON AZ MK                                     0021722.3 |
 NG0723| AA3825 JOHNSTON RM 1                        52.164 METERS 05626     |
 NG0723| NG0722 FENNVILLE MUNICIPAL TANK            APPROX. 8.6 KM 0962909.1 |
 NG0723| CH0323 JOHNSTON RM 2                        60.838 METERS 13932     |
 NG0723| NG0724 DOUGLAS MUNICIPAL TANK              APPROX. 4.4 KM 3591055.2 |
 NG0723|---------------------------------------------------------------------|
 NG0723
 NG0723                          SUPERSEDED SURVEY CONTROL
 NG0723
 NG0723  NAD 83(1986)-  42 36 13.74183(N)    086 12 42.28266(W) AD(       ) 1
 NG0723  NAD 27      -  42 36 13.65300(N)    086 12 42.15300(W) AD(       ) 1
 NG0723
 NG0723.Superseded values are not recommended for survey control.
 NG0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0723.See file dsdata.txt to determine how the superseded data were derived.
 NG0723
 NG0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6466117122(NAD 83)
 NG0723_MARKER: DS = TRIANGULATION STATION DISK
 NG0723_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NG0723_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NG0723_STAMPING: JOHNSTON 1932
 NG0723_MARK LOGO: CGS   
 NG0723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NG0723+STABILITY: POSITION/ELEVATION WELL
 NG0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NG0723+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 NG0723
 NG0723  HISTORY     - Date     Condition        Report By
 NG0723  HISTORY     - 1932     MONUMENTED       CGS
 NG0723  HISTORY     - 1932     GOOD             CGS
 NG0723  HISTORY     - 1961     GOOD             CGS
 NG0723  HISTORY     - 1965     GOOD             USLS
 NG0723  HISTORY     - 1980     GOOD             MIDH
 NG0723  HISTORY     - 1980     GOOD             LOCENG
 NG0723  HISTORY     - 19910513 GOOD             NOS
 NG0723  HISTORY     - 20010808 GOOD             NGS
 NG0723
 NG0723                          STATION DESCRIPTION
 NG0723
 NG0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0723'ABOUT 14 MILES NORTH OF
 NG0723'SOUTH HAVEN, ABOUT
 NG0723'3 MILES SOUTH OF DOUGLAS, IN NE 1/4 SEC. 32, T. 3 N., R. 16
 NG0723'W., SAUGATUCK TOWNSHIP, ON PROPERTY
 NG0723'OF H. W. JOHNSTON, ON SMALL SAND RIDGE
 NG0723'COVERED WITH SASSAFRAS, 86 FEET WEST OF CENTER LINE OF
 NG0723'U.S. ROUTE 31, JUST NORTH OF
 NG0723'APPLE ORCHARD, AND 38 FEET NORTH OF NORTHERNMOST TREE IN ORCHARD.  TO
 NG0723'REACH FROM SOUTH HAVEN, GO
 NG0723'NORTH 14.9 MILES ON U.S. ROUTE 31 TO JUNCTION WITH ROUTE
 NG0723'M-83, AND CONTINUE NORTH 0.7 MILE ON
 NG0723'U.S. ROUTE 31 TO STATION SITE.  SURFACE
 NG0723'AND UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 NG0723'CONCRETE.
 NG0723'UPPER MARK IS FLUSH WITH GROUND.  REFERENCE AND AZIMUTH MARKS ARE
 NG0723'STANDARD REFERENCE
 NG0723'DISKS IN CONCRETE.  NO. 1 PROJECTS 3 INCHES, IS AT WEST END
 NG0723'OF APPLE ORCHARD, 59.0 FEET
 NG0723'EAST OF CENTER LINE OF U.S. ROUTE 31, 56.1 FEET NORTHEAST
 NG0723'OF 14-INCH MAPLE TREE, AND 171.65 FEET FROM
 NG0723'STATION N 56 DEG 28 MIN E.  NO. 2
 NG0723'PROJECTS 10 INCHES, IS 40.0 FEET EAST OF CENTER LINE OF U.S.
 NG0723'ROUTE 31, 14 FEET NORTHWEST OF APPLE
 NG0723'TREE, AND 199.60 FEET FROM STATION S 40 DEG 26 MIN E.
 NG0723'AZIMUTH MARK IS FLUSH WITH
 NG0723'GROUND, ON LAND OWNED BY MR. BARTHELMESS, AT EAST EDGE OF
 NG0723'BERRY PATCH, 36.5 FEET WEST OF CENTER
 NG0723'LINE OF U.S. ROUTE 31, 8 FEET SOUTH OF TELEPHONE
 NG0723'POLE, 7 FEET NORTH OF 10-INCH MAPLE TREE, 200 FEET
 NG0723'SOUTHEST OF FARMHOUSE
 NG0723'OWNED BY MR. BARTHELMESS, 200 FEET SOUTHWEST OF FARMHOUSE OWNED BY
 NG0723'MR.  CHASE, AND
 NG0723'APPROXIMATELY 0.15 MILE FROM STATION N 02 DEG 19 MIN E.
 NG0723
 NG0723                          STATION RECOVERY (1932)
 NG0723
 NG0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 NG0723'RECOVERED IN GOOD CONDITION.
 NG0723
 NG0723                          STATION RECOVERY (1961)
 NG0723
 NG0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 NG0723'RECOVERED ALL MARKS IN GOOD CONDITION ESSENTIALLY AS ORIGINALLY
 NG0723'DESCRIBED EXCEPT THAT DISK
 NG0723'HAD BEEN BROKEN OUT OF THE AZIMUTH MARK.  A NEW DISK WAS CEMENTED
 NG0723'INTO THE HOLE OF THE OLD DISK SHANK.
 NG0723'THE AZIMUTH MARK WAS APPARENTLY NOT OTHERWISE DISTURBED.
 NG0723'
 NG0723'ABOUT 3.5 MILES SOUTHERLY ALONG NO. 31 U.S. HIGHWAY
 NG0723'FROM THE S END OF THE BRIDGE OVER KALAMAZOO RIVER
 NG0723'BETWEEN DOUGLAS AND SAUGAUCK, ABOUT 1.8 MILES N ALONG THE HIGHWAY
 NG0723'FROM ITS T-INTERSECTION WITH NO.
 NG0723'122ND AVENUE IN THE VILLAGE OF GANGES, 84 FEET W OF CENTER LINE
 NG0723'OF 20-FOOT CONCRETE HWY. PAVEMENT, ESTIMATED
 NG0723'15 FEET HIGHER THAN SAME, STANDARD DISKS
 NG0723'STAMPED JOHNSTON 1932, FLUSH ON HIGHEST POINT
 NG0723'OF RIDGE, THE ORCHARD OF ORIGINAL
 NG0723'DESCRIPTION IS NOW A CHRISTMAS TREE PLANTING.
 NG0723'
 NG0723'REFERENCE STAMPED JOHNSTON NO 1 1932, PROJECTS 0.2 FOOT,
 NG0723'WAS MEASURED ON TAUT-LINE SLOPE
 NG0723'AS 171.5 INSTEAD OF 171.65 FEET, 61 FEET E OF HWY. CENTER LINE, 2.0
 NG0723'FEET LOWER THAN SAME, 11 FEET N OF
 NG0723'E-W FENCE, AND 1.8 FEET N OF STEEL WITNESS POST.
 NG0723'
 NG0723'REFERENCE STAMPED JOHNSTON NO 2 1932, PROJECTS A FOOT, 42
 NG0723'FEET E OF HWY.  CENTER LINE,
 NG0723'199.4 FEET DISTANT ON TAUT-LINE SLOPE, 1.4 FEET HIGHER THAN HIGHWAY,
 NG0723'AND 62 FEET N OF HIGHEST POINT OF
 NG0723'HIGHWAY CUT BANK.
 NG0723'
 NG0723'AZIMUTH MARK STAMPED JOHNSTON 1932 1961, 0.2 MILE N OF
 NG0723'STATION, ON CREST OF RIDGE, 36
 NG0723'FEET W OF HWY. CENTER LINE, 3-1/2 FEET HIGHER THAN SAME, 12-1/2 FEET
 NG0723'SSE OF CREOSOTED TELEPHONE POLE, AND
 NG0723'2.0 FEET S OF STEEL WITNESS POST.
 NG0723
 NG0723                          STATION RECOVERY (1965)
 NG0723
 NG0723'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0723'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 NG0723'GOOD CONDITION.
 NG0723'
 NG0723'TO REACH THE STATION FROM SOUTH HAVEN, GO NORTH APPROXIMATELY 15
 NG0723'MILES ON OLD US 31
 NG0723'TO JUNCTION WITH ROUTE M-89 AND CONTINUE 0.65 MILE
 NG0723'NORTH ON OLD US 31 TO STATION SITE.
 NG0723'THE STATION IS ON A SMALL RIDGE ON
 NG0723'THE WEST SIDE OF OLD US 31, STATION IS 86 FEET WEST OF
 NG0723'CENTERLINE OF OLD US
 NG0723'31, 64.5 FT. NW OF TELEPHONE POLE 556.  SURFACE AND SUBSURFACE MARKS
 NG0723'ARE BOTH STANDARD
 NG0723'BRONZE DISCS SET IN CONCRETE.  SURFACE MARK IS FLUSH
 NG0723'WITH GROUND.
 NG0723'
 NG0723'REFERENCE 1 IS 55 FEET NE OF 24 INCH MAPLE, 60.6 FEET E OF CENTERLINE
 NG0723'OF OLD US 31, 10.4 FEET N
 NG0723'OF E-W FENCE LINE.  IT IS A STANDARD STATION DISC IN CONCRETE
 NG0723'PROJECTING 1/4 IN.
 NG0723'
 NG0723'REFERENCE 2 IS 42.5 FEET E OF OLD US 31 CENTERLINE, 61.7 FT NW OF
 NG0723'SMALL CEDAR UTILITY
 NG0723'POLE. IT IS A STANDARD STATION DISC PROJECTING 1 FEET ON THE
 NG0723'NW BASE OF A SMALL SAND HILL.
 NG0723'
 NG0723'THE AZIMUTH MARK IS 12 FEET SE FROM A UTILITY POLE, 2 FEET S OF
 NG0723'WITNESS POLE, 36.3 FEET W
 NG0723'OF OLD US 31 CENTERLINE, 27.7 FEET NW OF 15 INCH BLAZED ASH TREE,
 NG0723'22 FEET SW OF 14 INCH BLAZED MAPLE.  IT IS
 NG0723'JOHNSTON AZIMUTH MARK, STAMPED BOTH 1932 AND 1961.
 NG0723
 NG0723                          STATION RECOVERY (1980)
 NG0723
 NG0723'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NG0723'THE STATION MARK, REFERENCE MARK 1, AND AZIMUTH MARK WERE RECOVERED IN
 NG0723'GOOD CONDITION.  REFERENCE MARK 2 IS TILTED.  THE DESCRIPTION IS
 NG0723'ADEQUATE.
 NG0723
 NG0723                          STATION RECOVERY (1980)
 NG0723
 NG0723'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DGH)
 NG0723'AZIMUTH - JOHNSTON 1932 RECOVERED GOOD - FLUSH WITH GROUND, WITH
 NG0723'WITNESS POST.
 NG0723'
 NG0723'REF. MARK NO. 1 RECOVERED GOOD - FLUSH WITH GROUND, WITH WITNESS
 NG0723'POST.
 NG0723'
 NG0723'STA. JOHNSTON 1932 RECOVERED GOOD - FLUSH WITH GROUND, NO WITNESS
 NG0723'POST.
 NG0723'
 NG0723'BRUSH BEGINNING TO GROW ON LINE BETWEEN STATION AND AZIMUTH
 NG0723'MARK - REQUIRES BRUSHING.
 NG0723'
 NG0723'DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/4 MILES SOUTH AND
 NG0723'1/2 MILE WEST OF DOUGLAS.
 NG0723
 NG0723                          STATION RECOVERY (1991)
 NG0723
 NG0723'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 NG0723'THE STATION IS LOCATED 14 MILES NORTH OF SOUTH HAVEN, 3 MILES SOUTH OF
 NG0723'DOUGLAS IN A TREED SAND RIDGE.
 NG0723'TO REACH THE STATION FROM SOUTH HAVEN, GO NORTH 15 MILES ON OLD US HWY
 NG0723'31 TO JUNCTION WITH RT M-89, CONTINUE 0.65 MILE NORTH ON OLD US HWY
 NG0723'31 TO STATION SITE.
 NG0723'THE STATION IS A STANDARD BRONZE DISK STAMPED JOHNSTON 1932 SET FLUSH
 NG0723'WITH THE GROUND IN A MASS OF CONCRETE 26.21 M (85.99 FT) WEST OF
 NG0723'CENTERLINE OF OLD US HWY 31, 19.66 M (64.50 FT) NORTHWEST OF
 NG0723'TELEPHONE POLE NO. 556 ON A SMALL SAND RIDGE WHICH IS COVERED BY
 NG0723'TREES.  THIS STATION WAS RECOVERED, BUT NOT SUITABLE FOR GPS SURVEY.
 NG0723'DESCRIBED BY RDJ.
 NG0723
 NG0723                          STATION RECOVERY (2001)
 NG0723
 NG0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NG0723'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1336 ***********************************************************************
 RJ1336  DESIGNATION -  JOHNSTON POINT 65 C9M 011
 RJ1336  PID         -  RJ1336
 RJ1336  STATE/COUNTY-  MI/CHIPPEWA
 RJ1336  USGS QUAD   -  GOETZVILLE (1976)
 RJ1336
 RJ1336                         *CURRENT SURVEY CONTROL
 RJ1336  ___________________________________________________________________
 RJ1336* NAD 83(1994)-  46 15 17.70384(N)    084 06 07.42923(W)     ADJUSTED  
 RJ1336* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 RJ1336  ___________________________________________________________________
 RJ1336  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 RJ1336  GEOID HEIGHT-         -36.58  (meters)                     GEOID03
 RJ1336
 RJ1336  HORZ ORDER  -  SECOND
 RJ1336
 RJ1336.The horizontal coordinates were established by classical geodetic methods
 RJ1336.and adjusted by the National Geodetic Survey in February 1997..
 RJ1336
 RJ1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1336
 RJ1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1336
 RJ1336.The geoid height was determined by GEOID03.
 RJ1336
 RJ1336;                    North         East     Units Scale Factor Converg.
 RJ1336;SPC MI N     -   167,641.317 8,223,379.133   MT  0.99990297   +2 05 40.6
 RJ1336;SPC MI N     -   550,004.32 26,979,590.33   iFT  0.99990297   +2 05 40.6
 RJ1336;UTM  16      - 5,126,453.582   723,357.136   MT  1.00021330   +2 05 39.8
 RJ1336
 RJ1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1336!SPC MI N     -   0.99997780  x   0.99990297  =   0.99988077
 RJ1336!UTM  16      -   0.99997780  x   1.00021330  =   1.00019110
 RJ1336
 RJ1336                          SUPERSEDED SURVEY CONTROL
 RJ1336
 RJ1336  NAD 83(1986)-  46 15 17.69565(N)    084 06 07.42743(W) AD(       ) 2
 RJ1336  NGVD 29 (05/22/90)  178.2    (m)          585.     (f) VERT ANG       
 RJ1336
 RJ1336.Superseded values are not recommended for survey control.
 RJ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1336.See file dsdata.txt to determine how the superseded data were derived.
 RJ1336
 RJ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS2335726454(NAD 83)
 RJ1336_MARKER: DS = TRIANGULATION STATION DISK
 RJ1336_SETTING: 0 = UNSPECIFIED SETTING
 RJ1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1336
 RJ1336  HISTORY     - Date     Condition        Report By
 RJ1336  HISTORY     - 1988     MONUMENTED       USE
 RJ1336
 RJ1336                          STATION DESCRIPTION
 RJ1336
 RJ1336'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1336'THE STATION IS LOCATED ABOUT 32.7 KM (20.3 MI) SOUTHEAST OF SAULT STE
 RJ1336'MARIE, 38.9 KM (24.2 MI) EAST OF RUDYARD, 32.8 KM (20.4 MI)
 RJ1336'NORTH-NORTHWEST OF DETOUR VILLAGE IN PART OF GOVT LOT 2, SEC 31,
 RJ1336'T45N-R3E.
 RJ1336'OWNERSHIP---SSSS
 RJ1336'
 RJ1336'TO REACH THE STATION FROM THE POST OFFICE IN BARBEAU MI, GO EAST FOR
 RJ1336'4.4 KM
 RJ1336'(2.7 MI) ON 15 MILE ROAD TO SCENIC DRIVE, TURN RIGHT AND GO SOUTH
 RJ1336'FOR 6.3 KM (3.9 MI) ON SCENIC DRIVE TO JENS RESORT. TRAVEL BY BOAT
 RJ1336'DOWNRIVER FOR 15 MINUTES ON THE ST MARYS RIVER TO A POINT OF LAND
 RJ1336'CALLED WINTERS POINT. FROM THIS POINT TRAVEL EAST FOR 15 MINUTES TO
 RJ1336'MUNUSCONG CHANNEL, FROM THE MOUTH OF THE CHANNEL, GO UPRIVER FOR
 RJ1336'10 MINUTES TO JOHNSON POINT ON THE WEST SIDE OF THE CHANNEL WHERE
 RJ1336'THE STATION IS LOCATED.
 RJ1336'
 RJ1336'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---C9M-0111---,
 RJ1336'ON A CAST ALUMINUM BREAKAWAY MONUMENT LOCATED 13.4 METERS (44 FT)
 RJ1336'INLAND FROM THE SHORE AND 10.1 METERS (33 FT) NORTHWEST OF
 RJ1336'NAVIGATION LIGHT 19G WITH A LARGE METAL TRIPOD OVER IT.
 RJ1336'
 RJ1336'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3825 ***********************************************************************
 AA3825  DESIGNATION -  JOHNSTON RM 1
 AA3825  PID         -  AA3825
 AA3825  STATE/COUNTY-  MI/ALLEGAN
 AA3825  USGS QUAD   -  GLENN (1981)
 AA3825
 AA3825                         *CURRENT SURVEY CONTROL
 AA3825  ___________________________________________________________________
 AA3825* NAD 83(1994)-  42 36 14.67624(N)    086 12 40.36569(W)     ADJUSTED  
 AA3825* NAVD 88     -       219.8    (meters)     721.     (feet)  GPS OBS   
 AA3825  ___________________________________________________________________
 AA3825  X           -     310,700.085 (meters)                     COMP
 AA3825  Y           -  -4,691,698.659 (meters)                     COMP
 AA3825  Z           -   4,295,357.633 (meters)                     COMP
 AA3825  LAPLACE CORR-           3.24  (seconds)                    DEFLEC99
 AA3825  ELLIP HEIGHT-         186.35  (meters)          (07/17/02) GPS OBS
 AA3825  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 AA3825
 AA3825  HORZ ORDER  -  FIRST
 AA3825  ELLP ORDER  -  FOURTH    CLASS I
 AA3825
 AA3825.The horizontal coordinates were established by GPS observations
 AA3825.and adjusted by the National Geodetic Survey in February 1997..
 AA3825
 AA3825.The orthometric height was determined by GPS observations and a
 AA3825.high-resolution geoid model.
 AA3825
 AA3825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3825
 AA3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3825
 AA3825.The ellipsoidal height was determined by GPS observations
 AA3825.and is referenced to NAD 83.
 AA3825
 AA3825.The geoid height was determined by GEOID03.
 AA3825
 AA3825;                    North         East     Units Scale Factor Converg.
 AA3825;SPC MI S     -   124,295.776 3,848,656.234   MT  0.99991884   -1 15 19.0
 AA3825;SPC MI S     -   407,794.54 12,626,824.91   iFT  0.99991884   -1 15 19.0
 AA3825;UTM  16      - 4,717,151.223   564,704.184   MT  0.99965151   +0 32 02.3
 AA3825
 AA3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3825!SPC MI S     -   0.99997078  x   0.99991884  =   0.99988962
 AA3825!UTM  16      -   0.99997078  x   0.99965151  =   0.99962230
 AA3825
 AA3825                          SUPERSEDED SURVEY CONTROL
 AA3825
 AA3825  ELLIP H (02/03/97)  186.37   (m)                       GP(       ) 4 1
 AA3825  NAD 83(1994)-  42 36 14.67714(N)    086 12 40.37686(W) AD(       ) 1
 AA3825
 AA3825.Superseded values are not recommended for survey control.
 AA3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3825.See file dsdata.txt to determine how the superseded data were derived.
 AA3825
 AA3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6470417151(NAD 83)
 AA3825_MARKER: DR = REFERENCE MARK DISK
 AA3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3825_STAMPING: JOHNSTON NO. 1 1932
 AA3825_MARK LOGO: CGS   
 AA3825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3825+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992
 AA3825
 AA3825  HISTORY     - Date     Condition        Report By
 AA3825  HISTORY     - 1932     MONUMENTED       CGS
 AA3825  HISTORY     - 19920610 GOOD             MIDT
 AA3825  HISTORY     - 20010808 GOOD             NGS
 AA3825
 AA3825                          STATION DESCRIPTION
 AA3825
 AA3825'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (TGM)
 AA3825'STATION IS LOCATED IN QUAD 420861 ON THE GLENN QUADRANGLE MAP. IT IS
 AA3825'IN THE NORTHWEST 1/4 SECTION 33, T-3-N, R-16-W, SAUGATUCK TOWNSHIP.
 AA3825'ABOUT 18.5 MILES NORTHWEST FROM ALLEGAN, 13.0 MILES SOUTHWEST FROM
 AA3825'HOLLAND, 5.7 MILES WEST FROM FENNVILLE, AND 3.5 MILES SOUTH FROM
 AA3825'SAUGATUCK. TO REACH FROM THE CITY OF SOUTH HAVEN, GO NORTH ALONG
 AA3825'COUNTY ROAD A-2 (BLUE STAR HIGHWAY) FOR 15 MILES TO THE INTERSECTION
 AA3825'WITH STATE HIGHWAY M-89. CONTINUE NORTH ALONG COUNTY ROAD A-2 FOR 0.75
 AA3825'MILE TO THE STATION, REFERENCE MARK NO. 1, ON THE RIGHT AS DESCRIBED.
 AA3825'STATION IS 171.6 FEET NORTHEAST FROM STATION JOHNSTON, 61 FEET EAST
 AA3825'FROM THE CENTER OF COUNTY ROAD A-2, 16 FEET SOUTHWEST FROM 0.33 FOOT
 AA3825'DIAMETER PINE TREE, 9.2 FEET NORTH FROM STEEL PROPERTY CORNER POST AND
 AA3825'1.8 FEET NORTH FROM METAL WITNESS POST WITH SIGN.
 AA3825
 AA3825                          STATION RECOVERY (2001)
 AA3825
 AA3825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3825'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1058 ***********************************************************************
 OJ1058  DESIGNATION -  JONAS RESET
 OJ1058  PID         -  OJ1058
 OJ1058  STATE/COUNTY-  MI/BAY
 OJ1058  USGS QUAD   -  ESSEXVILLE (1973)
 OJ1058
 OJ1058                         *CURRENT SURVEY CONTROL
 OJ1058  ___________________________________________________________________
 OJ1058* NAD 83(1994)-  43 33 32.67775(N)    083 48 27.83620(W)     ADJUSTED  
 OJ1058* NAVD 88     -       182.     (meters)     597.     (feet)  VERTCON   
 OJ1058  ___________________________________________________________________
 OJ1058  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 OJ1058  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ1058
 OJ1058  HORZ ORDER  -  FIRST
 OJ1058
 OJ1058.The horizontal coordinates were established by classical geodetic methods
 OJ1058.and adjusted by the National Geodetic Survey in February 1997..
 OJ1058
 OJ1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1058
 OJ1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1058
 OJ1058.The geoid height was determined by GEOID03.
 OJ1058
 OJ1058;                    North         East     Units Scale Factor Converg.
 OJ1058;SPC MI S     -   228,874.849 4,045,159.246   MT  0.99997609   +0 22 49.3
 OJ1058;SPC MI S     -   750,901.74 13,271,519.84   iFT  0.99997609   +0 22 49.3
 OJ1058;UTM  17      - 4,826,732.916   273,227.510   MT  1.00023260   -1 56 08.3
 OJ1058
 OJ1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1058!SPC MI S     -   0.99997690  x   0.99997609  =   0.99995299
 OJ1058!UTM  17      -   0.99997690  x   1.00023260  =   1.00020949
 OJ1058
 OJ1058|---------------------------------------------------------------------|
 OJ1058| PID    Reference Object                     Distance      Geod. Az  |
 OJ1058|                                                           dddmmss.s |
 OJ1058| CH0325 JONAS RM 1                           32.263 METERS 00131     |
 OJ1058| CH0324 JONAS AZ MK                                        0041709.7 |
 OJ1058| CH0326 JONAS RM 2                           90.919 METERS 20315     |
 OJ1058| OJ1072 BAY CITY RED LT TIP TRANS TWR       APPROX. 7.0 KM 2521431.3 |
 OJ1058| OJ1066 BAY CITY MURRAY BODY PLANT STK      APPROX. 6.0 KM 2881235.9 |
 OJ1058| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX. 6.4 KM 2915054.5 |
 OJ1058| OJ1059 BAY CITY EASTERN HS DOME            APPROX. 6.3 KM 3012839.7 |
 OJ1058| OJ1061 BAY CITY FIRST BAP CLOCK SPIRE      APPROX. 7.5 KM 3044018.4 |
 OJ1058| OJ1073 BAY CITY BIGELOW FLOORING TANK      APPROX. 8.4 KM 3170100.7 |
 OJ1058| OJ1057 BAY CITY CONSUMER FLOUR S STK       APPROX. 9.4 KM 3413442.5 |
 OJ1058|---------------------------------------------------------------------|
 OJ1058
 OJ1058                          SUPERSEDED SURVEY CONTROL
 OJ1058
 OJ1058  NAD 83(1986)-  43 33 32.66675(N)    083 48 27.86095(W) AD(       ) 1
 OJ1058  NAD 27      -  43 33 32.57770(N)    083 48 27.97817(W) AD(       ) 1
 OJ1058  NGVD 29 (07/19/86)  182.     (m)          597.     (f) VERT ANG       
 OJ1058
 OJ1058.Superseded values are not recommended for survey control.
 OJ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1058.See file dsdata.txt to determine how the superseded data were derived.
 OJ1058
 OJ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7322826733(NAD 83)
 OJ1058_MARKER: DS = TRIANGULATION STATION DISK
 OJ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1058_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ1058_STAMPING: JONAS 1932 1981
 OJ1058_PROJECTION: RECESSED 40 CENTIMETERS
 OJ1058_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ1058
 OJ1058  HISTORY     - Date     Condition        Report By
 OJ1058  HISTORY     - 1981     MONUMENTED       NGS
 OJ1058
 OJ1058                          STATION DESCRIPTION
 OJ1058
 OJ1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OJ1058'THE UNDERGROUND STATION MARK WAS RECOVERED. REFERENCE MARK 2 WAS
 OJ1058'RECOVERED IN POOR CONDITION AND IS TILTED. THE SURFACE STATION
 OJ1058'MARK AND REFERENCE MARK 1 WERE FOUND ATOP THE GROUND. THE AZIMUTH
 OJ1058'MARK WAS SEARCHED FOR AND NOT FOUND. THE DIRECTION TO REFERENCE
 OJ1058'MARK 2 DID NOT CHECK BY 4 MINUTES AND 30 SECONDS. THE DISTANCE
 OJ1058'TO REFERENCE MARK 2 CHECKED.
 OJ1058'A COMPLETE DESCRIPTION FOLLOWS.
 OJ1058'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST OF BAY CITY
 OJ1058'ALONG HIGHWAY RIGHT-OF-WAY, IN THE NE1/4,S6,T13N,R6E OF
 OJ1058'PORTSMOUTH TOWNSHIP.
 OJ1058'OWNERSHIP--MRS. ELSIE JONAS, 131 WAGNER ROAD, BAY CITY MI 48706,
 OJ1058'TELEPHONE NUMBER 517-892-9654.
 OJ1058'
 OJ1058'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND
 OJ1058'15 IN THE NORTHEAST SECTION OF BAY CITY, GO SOUTH ON STATE
 OJ1058'HIGHWAY 15 FOR 4 KM (2.5 MI) TO A CROSSROAD. TURN LEFT AND GO EAST
 OJ1058'ON CASS AVENUE FOR 3 KM (1.85 MI) TO A SIDE ROAD RIGHT. TURN
 OJ1058'RIGHT AND GO SOUTH ON WAGNER ROAD FOR 0.7 KM (0.45 MI) TO THE
 OJ1058'STATION ON THE LEFT.
 OJ1058'
 OJ1058'THE STATION IS A STANDARD NGS DISK
 OJ1058'STAMPED---JONAS 1932 1981---,
 OJ1058'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OJ1058'RECESSED 40 CM BELOW THE GROUND.  IT IS LOCATED
 OJ1058'73.8 METERS (242.0 FT) SOUTHEAST FROM A POWER POLE,
 OJ1058'47.4 METERS (155.5 FT) NORTHEAST FROM A POWER POLE AND
 OJ1058'5.5 METERS (18.0 FT) EAST FROM THE CENTER OF A GRAVEL ROAD.
 OJ1058'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OJ1058'STAMPED---JONAS 1932---,
 OJ1058'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METERS BELOW THE SURFACE.
 OJ1058'
 OJ1058'AZIMUTH MARK NUMBER 02 IS A STANDARD CGS DISK
 OJ1058'STAMPED---JONAS NO 2 1932---,
 OJ1058'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 0 CM ON A SIDE
 OJ1058'PROJECTING 30 CM BELOW THE GROUND.  IT IS LOCATED
 OJ1058'28.7 METERS (94.3 FT) WEST FROM THE CENTER OF A GRAVEL ROAD AND
 OJ1058'43.9 METERS (144.0 FT) SOUTH-SOUTHWEST FROM A POWER POLE.
 OJ1058'
 OJ1058'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OJ1058'STAMPED---JONAS NO 2 1932---,
 OJ1058'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OJ1058'PROJECTING 30 CM BELOW THE GROUND.  IT IS LOCATED
 OJ1058'43.9 METERS (144.0 FT) SOUTH-SOUTHWEST FROM A POWER POLE AND
 OJ1058'28.7 METERS (94.3 FT) WEST FROM THE CENTER OF A GRAVEL ROAD.
 OJ1058'MARK IS LEVEL WITH STATION.
 OJ1058'
 OJ1058'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.8 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0546 ***********************************************************************
 OL0546  DESIGNATION -  JONES
 OL0546  PID         -  OL0546
 OL0546  STATE/COUNTY-  MI/MUSKEGON
 OL0546  USGS QUAD   -  SULLIVAN (1981)
 OL0546
 OL0546                         *CURRENT SURVEY CONTROL
 OL0546  ___________________________________________________________________
 OL0546* NAD 83(1994)-  43 12 44.39464(N)    086 02 49.65866(W)     ADJUSTED  
 OL0546* NAVD 88     -       216.     (meters)     709.     (feet)  SCALED    
 OL0546  ___________________________________________________________________
 OL0546  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 OL0546  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 OL0546
 OL0546  HORZ ORDER  -  FIRST
 OL0546
 OL0546.The horizontal coordinates were established by classical geodetic methods
 OL0546.and adjusted by the National Geodetic Survey in February 1997..
 OL0546
 OL0546.The orthometric height was scaled from a topographic map.
 OL0546
 OL0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0546
 OL0546.The geoid height was determined by GEOID03.
 OL0546
 OL0546;                    North         East     Units Scale Factor Converg.
 OL0546;SPC MI S     -   191,566.145 3,863,465.943   MT  0.99992317   -1 08 37.0
 OL0546;SPC MI S     -   628,497.85 12,675,413.20   iFT  0.99992317   -1 08 37.0
 OL0546;UTM  16      - 4,784,835.025   577,399.330   MT  0.99967369   +0 39 08.9
 OL0546
 OL0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0546!SPC MI S     -   0.99997144  x   0.99992317  =   0.99989461
 OL0546!UTM  16      -   0.99997144  x   0.99967369  =   0.99964514
 OL0546
 OL0546|---------------------------------------------------------------------|
 OL0546| PID    Reference Object                     Distance      Geod. Az  |
 OL0546|                                                           dddmmss.s |
 OL0546| CH0328 JONES RM 1                           23.982 METERS 01437     |
 OL0546| OK0621 LUTH CHURCH STEEPLE N DIETRICH      APPROX.20.1 KM 1154602.9 |
 OL0546| CH0329 JONES RM 2                                         12439     |
 OL0546| OL0557 MUSKEGON BENNET PUMP CO TANK        APPROX.15.2 KM 2653545.3 |
 OL0546| OL0563 MUSKEGON CAMPBELL WYANT TANK        APPROX.17.8 KM 2664419.1 |
 OL0546| OL0558 MUSKEGON MUNICIPAL STANDPIPE        APPROX.16.4 KM 2665902.6 |
 OL0546| OL0556 MUSKEGON AMER SHOWCASE CO STK       APPROX.15.0 KM 2712057.8 |
 OL0546| OL0560 MUSKEGON CTHSE TIP OF SPIRE         APPROX.16.2 KM 2785933.7 |
 OL0546| CH0327 JONES AZ MK                                        3571112.6 |
 OL0546|---------------------------------------------------------------------|
 OL0546
 OL0546                          SUPERSEDED SURVEY CONTROL
 OL0546
 OL0546  NAD 83(1986)-  43 12 44.39731(N)    086 02 49.66806(W) AD(       ) 1
 OL0546  NAD 27      -  43 12 44.33100(N)    086 02 49.47800(W) AD(       ) 1
 OL0546
 OL0546.Superseded values are not recommended for survey control.
 OL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0546.See file dsdata.txt to determine how the superseded data were derived.
 OL0546
 OL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7739984835(NAD 83)
 OL0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0546
 OL0546  HISTORY     - Date     Condition        Report By
 OL0546  HISTORY     - 1932     MONUMENTED       CGS
 OL0546  HISTORY     - 1934     SEE DESCRIPTION  CGS
 OL0546  HISTORY     - 1958     SEE DESCRIPTION  CGS
 OL0546  HISTORY     - 1980     GOOD             MIDH
 OL0546  HISTORY     - 19940827 MARK NOT FOUND   USPSQD
 OL0546
 OL0546                          STATION DESCRIPTION
 OL0546
 OL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0546'ABOUT 10-1/2 MILES EAST OF MUSKEGON, 2 MILES NORTH OF SULLIVAN, IN SW
 OL0546'1/4 SEC. 36, T. 10 N., R. 15 W., EGGLESTON
 OL0546'TOWNSHIP, ON LAND OWNED BY J.V. FISHER, 205 FEET SOUTH OF SOUTHEAST
 OL0546'CORNER OF JONES SCHOOL, 186
 OL0546'FEET EAST OF CENTER LINE OF NORTH-SOUTH SECTION-LINE ROAD
 OL0546'WHICH GOES NORTH FROM SULLIVAN TO ROUTE M-46,
 OL0546'173 FEET SOUTHWEST OF SOUTHEAST
 OL0546'FENCE CORNER OF SCHOOL YARD, 135 FEET NORTHWEST OF NORTHWEST
 OL0546'FOUNDATION OF FIRE LOOKOUT
 OL0546'TOWER, AND IN WOODS ON SUMMIT WHICH IS 3 FEET LOWER THAN POINT
 OL0546'WHERE TOWER IS LOCATED.
 OL0546'TO REACH FROM MUSKEGON, GO EAST 9.4 MILES ON ROUTE
 OL0546'M-46 FROM JUNCTION WITH U.S. ROUTE 31 TO
 OL0546'GRAVEL ROAD LEADING SOUTH TO SULLIVAN,
 OL0546'PROCEED SOUTH 1.5 MILES TO CROSSROADS AT JONES SCHOOL, TURN
 OL0546'EAST TO NORTHEAST CORNER OF
 OL0546'SCHOOL YARD, AND SOUTH 120 YARDS INTO WOODS TO FIRE TOWER AND STATION
 OL0546'SITE.  SURFACE AND
 OL0546'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES
 OL0546'1A AND 7A.  UPPER MARK
 OL0546'PROJECTS ABOUT 2 INCHES.  REFERENCE AND AZIMUTH MARKS
 OL0546'ARE STANDARD REFERENCE DISKS IN CONCRETE,
 OL0546'NOTE 11A, PROJECTING 6 INCHES.  NO. 1 IS
 OL0546'135 FEET SOUTHEAST OF SOUTHEAST CORNER OF JONES SCHOOL, 60
 OL0546'FEET SOUTH OF EAST WEST
 OL0546'FENCE LINE WHICH FORMS SOUTH BOUNDARY OF SCHOOL LOT, 105 FEET
 OL0546'SOUTHWEST OF SOUTHEAST
 OL0546'CORNER OF SCHOOL LOT, AND 78.68 FEET FROM STATION IN AZIMUTH 194 DEG
 OL0546'37 MIN NO. 2 IS 10 FEET SOUTHEAST
 OL0546'OF SOUTHWEST FOUNDATION OF TOWER, 11 FEET SOUTHWEST OF
 OL0546'SOUTHEAST FOUNDATION, AND 150.83 FEET FROM
 OL0546'STATION IN AZIMUTH 304 DEG 39 MIN.  AZIMUTH
 OL0546'MARK IS IN AN EAST-WEST FENCE LINE 30 FEET SOUTH OF CENTER
 OL0546'LINE OF EAST-WEST ROAD, 54 FEET
 OL0546'EAST OF CENTER LINE OF NORTH-SOUTH SECTION-LINE ROAD ABOUT 1/2 MILE
 OL0546'NORTH OF JONES SCHOOL, AND 0.5
 OL0546'MILE FROM STATION IN AZIMUTH 177 DEG 11 MIN 18 SEC.
 OL0546
 OL0546                          STATION RECOVERY (1958)
 OL0546
 OL0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RMB)
 OL0546'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AND FOUND
 OL0546'IN GOOD CONDITION.
 OL0546'THE ORIGINAL DESCRIPTION WAS FOUND TO BE ADEQUATE
 OL0546'WITH THE EXCEPTION THAT THERE IS NO
 OL0546'LONGER A LOOKOUT TOWER.  THE FOUNDATION
 OL0546'OF THE TOWER STILL EXISTS.
 OL0546
 OL0546                          STATION RECOVERY (1980)
 OL0546
 OL0546'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (WCK)
 OL0546'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW HOUSE
 OL0546'WAS BEING ERECTED NEAR THE STATION AT THE TIME OF THIS RECOVERY.  THE
 OL0546'STATION IS 35.6 FEET FROM THE SOUTHEAST CORNER OF THE HOUSE AND
 OL0546'53.0 FEET FROM THE NORTHEAST CORNER OF THE HOUSE.  THE AREA AROUND
 OL0546'THE STATION IS NOW HEAVILY WOODED.  METAL WITNESS POST PLACED NEAR
 OL0546'THE STATION.  THE FOUNDATION OF THE TOWER STILL EXISTS.
 OL0546'
 OL0546'REFERENCE MARKS 1 AND 2 WERE FOUND AND IN GOOD CONDITION.
 OL0546'
 OL0546'THE AZIMUTH MARK WAS FOUND AND IN GOOD CONDITION AS DESCRIBED.  A
 OL0546'METAL WITNESS POST WAS PLACED NEAR THE MARK.
 OL0546
 OL0546                          STATION RECOVERY (1994)
 OL0546
 OL0546'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0683 ***********************************************************************
 QK0683  DESIGNATION -  JORDAN
 QK0683  PID         -  QK0683
 QK0683  STATE/COUNTY-  MI/ANTRIM
 QK0683  USGS QUAD   -  DEADMANS HILL (1986)
 QK0683
 QK0683                         *CURRENT SURVEY CONTROL
 QK0683  ___________________________________________________________________
 QK0683* NAD 83(1994)-  45 06 03.32031(N)    084 59 10.48079(W)     ADJUSTED  
 QK0683* NAVD 88     -       362.0    (meters)    1188.     (feet)  GPS OBS   
 QK0683  ___________________________________________________________________
 QK0683  X           -     394,140.886 (meters)                     COMP
 QK0683  Y           -  -4,492,628.182 (meters)                     COMP
 QK0683  Z           -   4,495,503.986 (meters)                     COMP
 QK0683  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 QK0683  ELLIP HEIGHT-         327.26  (meters)          (07/17/02) GPS OBS
 QK0683  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 QK0683
 QK0683  HORZ ORDER  -  FIRST
 QK0683  ELLP ORDER  -  FOURTH    CLASS I
 QK0683
 QK0683.The horizontal coordinates were established by classical geodetic methods
 QK0683.and adjusted by the National Geodetic Survey in February 1997..
 QK0683
 QK0683.The orthometric height was determined by GPS observations and a
 QK0683.high-resolution geoid model.
 QK0683
 QK0683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0683
 QK0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0683
 QK0683.The ellipsoidal height was determined by GPS observations
 QK0683.and is referenced to NAD 83.
 QK0683
 QK0683.The geoid height was determined by GEOID03.
 QK0683
 QK0683;                    North         East     Units Scale Factor Converg.
 QK0683;SPC MI C     -   198,452.913 5,951,238.619   MT  0.99991648   -0 26 15.6
 QK0683;SPC MI C     -   651,092.23 19,525,061.09   iFT  0.99991648   -0 26 15.6
 QK0683;UTM  16      - 4,996,134.319   658,435.784   MT  0.99990866   +1 25 36.3
 QK0683
 QK0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0683!SPC MI C     -   0.99994869  x   0.99991648  =   0.99986518
 QK0683!UTM  16      -   0.99994869  x   0.99990866  =   0.99985736
 QK0683
 QK0683:                Primary Azimuth Mark                     Grid Az
 QK0683:SPC MI C     -  PETOSKEY RADIO STA WMBN MAST             003 36 19.9
 QK0683:UTM  16      -  PETOSKEY RADIO STA WMBN MAST             001 44 28.0
 QK0683
 QK0683|---------------------------------------------------------------------|
 QK0683| PID    Reference Object                     Distance      Geod. Az  |
 QK0683|                                                           dddmmss.s |
 QK0683| QK0700 PETOSKEY RADIO STA WMBN MAST        APPROX.27.4 KM 0031004.3 |
 QK0683| CH1286 JORDAN RM 1                          17.886 METERS 08812     |
 QK0683| CH1285 JORDAN AZ MK RESET                                 1861503.9 |
 QK0683| CH1284 JORDAN AZ MK                                       2053536.6 |
 QK0683| QK0684 JORDAN LOOKOUT TOWER                 38.384 METERS 31613     |
 QK0683| CH1287 JORDAN RM 2                          17.222 METERS 33936     |
 QK0683| QK0687 BOYNE CITY RADIO KQA 450 MAST       APPROX.15.9 KM 3570704.4 |
 QK0683|---------------------------------------------------------------------|
 QK0683
 QK0683                          SUPERSEDED SURVEY CONTROL
 QK0683
 QK0683  ELLIP H (02/03/97)  327.27   (m)                       GP(       ) 4 1
 QK0683  NAD 83(1986)-  45 06 03.31577(N)    084 59 10.48219(W) AD(       ) 1
 QK0683  NAD 27      -  45 06 03.28000(N)    084 59 10.30400(W) AD(       ) 1
 QK0683
 QK0683.Superseded values are not recommended for survey control.
 QK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0683.See file dsdata.txt to determine how the superseded data were derived.
 QK0683
 QK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5843696134(NAD 83)
 QK0683_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0683_SP_SET: CONCRETE POST
 QK0683_STAMPING: JORDAN 1932
 QK0683_MARK LOGO: CGS   
 QK0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0683+STABILITY: SURFACE MOTION
 QK0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0683+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1991
 QK0683
 QK0683  HISTORY     - Date     Condition        Report By
 QK0683  HISTORY     - 1932     MONUMENTED       CGS
 QK0683  HISTORY     - 1932     GOOD             CGS
 QK0683  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0683  HISTORY     - 19910806 GOOD             NGS
 QK0683
 QK0683                          STATION DESCRIPTION
 QK0683
 QK0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 QK0683'ABOUT 8 MILES NORTH OF ALBA,
 QK0683'ON RIDGE NEAR
 QK0683'JORDAN FIRE LOOKOUT TOWER, 34.2 METERS (112 FEET) SOUTHEAST OF
 QK0683'SOUTHEAST LEG OF TOWER, AND 38.6
 QK0683'METERS (127 FEET) SOUTHEAST OF SOUTHWEST LEG.  TO
 QK0683'REACH FROM WEST ELMIRA GARAGE AT JUNCTION
 QK0683'OF MICHIGAN ROUTES M-32 AND M-131,
 QK0683'GO WEST 1.0 MILE ON ROUTE M-131 TO POINT WHERE HIGHWAY TURNS
 QK0683'LEFT AT SCHOOLHOUSE, TURN
 QK0683'RIGHT ONTO WINDING GRAVEL ROAD TO NORTH, CONTINUE 3.5 MILES, TURN
 QK0683'LEFT WITH MAIN ROAD,
 QK0683'CONTINUE 1.7 MILES TO T-INTERSECTION AT ROCK HOUSE AND BARN, TURN
 QK0683'RIGHT, CONTINUE STRAIGHT AHEAD 0.5
 QK0683'MILE, TURN LEFT AT MAIL BOX ON LEFT SIDE OF ROAD,
 QK0683'AND FOLLOW NARROW SAND TRAIL WEST AND SOUTH TO ITS
 QK0683'END AT JORDAN FIRE LOOKOUT
 QK0683'TOWER AND STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD
 QK0683'DISK STATION MARKS IN
 QK0683'CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE
 QK0683'MARK NO. 1 IS STANDARD
 QK0683'REFERENCE DISK IN CONCRETE, NOTE 11A, PROJECTING 6
 QK0683'INCHES, ON BREAK IN SLOPE, 17.94 METERS
 QK0683'(58.9 FEET) (SLOPE) FROM STATION IN AZIMUTH
 QK0683'268 DEG 12 MIN.  REFERENCE MARK NO. 2 IS STANDARD
 QK0683'REFERENCE DISK IN TOP OF LARGE OUTCROPPING
 QK0683'BOULDER, 19.7 METERS (65 FEET) SOUTHEAST OF SOUTHEAST LEG OF LOOKOUT
 QK0683'TOWER, 22.8
 QK0683'METERS (75 FEET) SOUTHEAST OF NORTHEAST LEG, AND 17.24 METERS (56.6
 QK0683'FEET) FROM STATION IN AZIMUTH
 QK0683'159 DEG 36 MIN.  AZIMUTH MARK IS STANDARD REFERENCE DISK
 QK0683'IN CONCRETE, NOTE 11A, PROJECTING 5 INCHES, 25
 QK0683'FEET NORTH OF CENTER LINE OF GRAVEL
 QK0683'ROAD, 2 FEET EAST OF FENCE CORNER, APPROXIMATELY 200 YARDS WEST
 QK0683'OF YELLOW HOUSE, AND
 QK0683'APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH 25 DEG 35 MIN 36 SEC.
 QK0683'AZIMUTH FROM STATION TO BEAR CREEK
 QK0683'FIRE LOOKOUT TOWER IS 198 DEG 39 MIN 20 SEC.  JORDAN FIRE LOOKOUT
 QK0683'TOWER IS 38.4 METERS (126 FEET) FROM
 QK0683'STATION IN AZIMUTH 136 DEG 13 MIN 44 SEC.
 QK0683
 QK0683                          STATION RECOVERY (1932)
 QK0683
 QK0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 QK0683'RECOVERED IN GOOD CONDITION.
 QK0683
 QK0683                          STATION RECOVERY (1956)
 QK0683
 QK0683'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0683'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE
 QK0683'TO REFERENCE MARK 1 WAS FOUND
 QK0683'TO BE 0.22 OF A FOOT SHORTER.  THE DISTANCE TO REFERENCE MARK 2 WAS
 QK0683'FOUND TO BE 0.09 OF A FOOT SHORTER.
 QK0683'THE DISTANCE TO JORDAN LOOKOUT TOWER WAS FOUND TO
 QK0683'BE 0.02 OF A FOOT SHORTER.  THE DIRECTION TO REFERENCE
 QK0683'MARKS 1 AND 2 CHECKED.  THE
 QK0683'DIRECTION TO JORDAN LOOKOUT TOWER DID NOT CHECK.  THE AZIMUTH MARK
 QK0683'WAS DESTROYED AT THIS TIME DUE TO
 QK0683'BEING IN A DITCH AND WOULD PROBABLY BE DESTROYED BY GRADING.  A NEW
 QK0683'AZIMUTH MARK WAS ESTABLISHED.
 QK0683'
 QK0683'A NEW DESCRIPTION FOLLOWS-
 QK0683'
 QK0683'THE STATION IS ABOUT 8 MILES SOUTH OF BOYNE CITY, ABOUT 8 MILES
 QK0683'SOUTHEAST OF EAST JORDAN,
 QK0683'ABOUT 7 MILES NORTHWEST OF ELMIRA, NEAR THE SITE OF THE JORDAN
 QK0683'LOOKOUT TOWER AND ON THE PROPERTY
 QK0683'OF MR. FRANK J. STANEK.  IT IS 6 FEET NORTHEAST OF A WHITE WITNESS
 QK0683'POST AND 112.5 FEET SOUTHEAST OF THE
 QK0683'SOUTHEAST LEG OF THE LOOKOUT TOWER.  THE MARK
 QK0683'PROJECTS 4 INCHES AND THE DISK IS STAMPED JORDAN 1932.
 QK0683'
 QK0683'TO REACH THE STATION FROM THE JUNCTION OF U.S. 131 AND M 32 (WEST)
 QK0683'ABOUT 2 MILES WEST OF ELMIRA,
 QK0683'GO WEST ON M 32 FOR 4.5 MILES TO A PAVED CROSSROAD*.  TURN RIGHT AND
 QK0683'GO NORTH ON PAVED ROAD FOR 0.6
 QK0683'MILE TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO WEST ON
 QK0683'GRAVEL ROAD FOR 0.05 MILE TO A FORK AND THE EDGE
 QK0683'OF WOODS.  TAKE LEFT FORK AND CONTINUE
 QK0683'WEST ON GRAVEL ROAD FOR 0.45 MILE TO WHERE THE ROAD CURVES SOUTH.
 QK0683'CONTINUE SOUTHERLY ON GRAVEL ROAD FOR
 QK0683'0.2 MILE TO THE LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 QK0683'
 QK0683'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON PAVED
 QK0683'ROAD FOR 0.35 MILE TO THE
 QK0683'MARK ON THE RIGHT.
 QK0683'
 QK0683'*TO REACH 52 DM (USGS) BM FROM THIS POINT, CONTINUE WEST ON PAVED
 QK0683'ROAD FOR 0.05 MILE TO THE
 QK0683'MARK ON THE RIGHT.
 QK0683'
 QK0683'REFERENCE MARK 1 IS 62 FEET EAST OF A WHITE WITNESS POST AND 12 FEET
 QK0683'NORTH OF A 12 INCH
 QK0683'COTTONWOOD TREE WITH A TRIANGULAR BLASE ON THE NORTH SIDE.  THE MARK
 QK0683'PROJECTS 6 INCHES AND THE DISK IS
 QK0683'STAMPED JORDAN NO 1 1932.
 QK0683'
 QK0683'REFERENCE MARK 2 IS 60 FEET NORTH OF A WHITE WITNESS POST, 64.5 FEET
 QK0683'SOUTHEAST OF THE SOUTHEAST LEG
 QK0683'OF THE LOOKOUT TOWER AND 74.6 FEET SOUTHEAST OF THE NORTHEAST LEG OF
 QK0683'THE LOOKOUT TOWER.  THE DISK IS SET
 QK0683'FLUSH IN A DRILL HOLE IN A BOULDER WITH THE EXPOSED
 QK0683'AREA BEING ABOUT 3 X 3 FEET ON TOP.  IT IS STAMPED
 QK0683'JORDAN NO 2 1932.
 QK0683'
 QK0683'52 DM (USGS) BM IS 42 FEET NORTH OF THE CENTERLINE OF M 32 AND 12
 QK0683'FEET EAST OF A TELEPHONE
 QK0683'POLE.  THE DISK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QK0683'SET IN THE TOP OF A M X 7 INCH
 QK0683'CONCRETE POST THAT PROJECTS 2 INCHES.  IT IS STAMPED 52 DM 1956.
 QK0683'(ABOUT 1 HOUR OF CLEARING TO MAKE THIS
 QK0683'MARK V.G. FROM THE STATION).
 QK0683'
 QK0683'THE AZIMUTH MARK IS 45 FEET NORTH OF THE CENTERLINE OF M 32, 2 FEET
 QK0683'WEST OF A WHITE WITNESS
 QK0683'POST AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES AND THE
 QK0683'DISK IS STAMPED JORDAN 1932
 QK0683'RESET 1956.
 QK0683'
 QK0683'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 QK0683
 QK0683                          STATION RECOVERY (1991)
 QK0683
 QK0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QK0683'STATION IS LOCATED IN QUAD. 450843, ABOUT 7 MILES (11.3 KM)
 QK0683'WEST-NORTHWEST FROM ELMIRA, AND 5-1/2 MILES NORTHEAST FROM CHESTONIA.
 QK0683'IT IS IN THE NORTHEAST 1/4 OF SECTION 12, T-31-N, R-6-W, JORDAN
 QK0683'TOWNSHIP, ON THE DEADMANS HILL QUADRANGLE MAP AND ON PROPERTY OF MR.
 QK0683'HARRY DELONG, 320 ELMWOOD STREET, DAVISION, MI.48423. PHONE NUMBER
 QK0683'313/653-2410.
 QK0683'$
 QK0683'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE ROUTE M-32
 QK0683'ABOUT 2 MILES (3.2 KM) WEST OF ELMIRA, GO WESTERLY ON M-32 FOR 4.5 MI
 QK0683'(7.2 KM)  TO A CROSSROAD, KORTHASE ROAD OR COUNTY ROUTE C-73.  TURN
 QK0683'RIGHT AND GO NORTH FOR 0.45 MI (0.72 KM)  TO A TWO TRACK WOODS ROAD
 QK0683'ON THE LEFT WITH A CABLE ACCROSS.  TURN LEFT PASSING THROUGH CABLE
 QK0683'AND GO WESTERY UPHILL FOR 0.4 MI (0.6 KM)  TO THE TOP OF A RIDGE.
 QK0683'HERE BEAR LEFT GO SOUTHERLY ON RIDGE FOR 0.1 MI (0.2 KM)  TO REMAINS
 QK0683'OF OLD LOOKOUT TOWER AND THE STATION SET TO THE SOUTH OF TOWER
 QK0683'REMAINS ABOUT 112 FEET (34.1 MT) .
 QK0683'$
 QK0683'STATION IS 112.0 FT (34.1 MT) SOUTHEAST FROM THE SOUTHEAST ONE OF FOUR
 QK0683'CONCRETE BASES LEFT FROM LOOKOUT TOWER, 6.0 FT (1.8 MT) NORTHEAST
 QK0683'FROM A 4-INCH BY 4-INCH WOODEN WITNESS POST AND 1.0 FT (0.3 MT)
 QK0683'SOUTHWEST FROM A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0246 ***********************************************************************
 RJ0246  DESIGNATION -  JORG
 RJ0246  PID         -  RJ0246
 RJ0246  STATE/COUNTY-  MI/CHIPPEWA
 RJ0246  USGS QUAD   -  BRIMLEY (1975)
 RJ0246
 RJ0246                         *CURRENT SURVEY CONTROL
 RJ0246  ___________________________________________________________________
 RJ0246* NAD 83(1986)-  46 25 06.     (N)    084 30 21.     (W)     SCALED    
 RJ0246* NAVD 88     -       205.599  (meters)     674.54   (feet)  ADJUSTED  
 RJ0246  ___________________________________________________________________
 RJ0246  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 RJ0246  DYNAMIC HT  -         205.609 (meters)     674.57  (feet)  COMP
 RJ0246  MODELED GRAV-     980,660.1   (mgal)                       NAVD 88
 RJ0246
 RJ0246  VERT ORDER  -  FIRST     CLASS 0
 RJ0246
 RJ0246.The horizontal coordinates were scaled from a topographic map and have
 RJ0246.an estimated accuracy of +/- 6 seconds.
 RJ0246
 RJ0246.The orthometric height was determined by differential leveling
 RJ0246.and adjusted by the National Geodetic Survey in June 1991..
 RJ0246.WARNING-Repeat measurements at this control monument indicate possible
 RJ0246.vertical movement.
 RJ0246
 RJ0246.The geoid height was determined by GEOID03.
 RJ0246
 RJ0246.The dynamic height is computed by dividing the NAVD 88
 RJ0246.geopotential number by the normal gravity value computed on the
 RJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0246.degrees latitude (g = 980.6199 gals.).
 RJ0246
 RJ0246.The modeled gravity was interpolated from observed gravity values.
 RJ0246
 RJ0246;                    North         East    Units  Estimated Accuracy
 RJ0246;SPC MI N     -   184,740.    8,191,700.      MT  (+/- 180 meters Scaled)
 RJ0246
 RJ0246                          SUPERSEDED SURVEY CONTROL
 RJ0246
 RJ0246.No superseded survey control is available for this station.
 RJ0246
 RJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS916435(NAD 83)
 RJ0246_MARKER: Z = SEE DESCRIPTION
 RJ0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0246_SP_SET: STEEL ROD
 RJ0246_MARK LOGO: NONE  
 RJ0246_PROJECTION: FLUSH
 RJ0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0246_ROD/PIPE-DEPTH: 12.2 meters
 RJ0246
 RJ0246  HISTORY     - Date     Condition        Report By
 RJ0246  HISTORY     - 1971     MONUMENTED       NOS
 RJ0246  HISTORY     - 1972     GOOD             USLS
 RJ0246  HISTORY     - 1983     GOOD             NGS
 RJ0246
 RJ0246                          STATION DESCRIPTION
 RJ0246
 RJ0246'DESCRIBED BY US LAKE SURVEY 1972
 RJ0246'3.2 MI E FROM BRIMLEY.
 RJ0246'JORG IS IN CHIPPEWA COUNTY, MICHIGAN, 3.2 MILES EAST FROM THE
 RJ0246'BRIDGE OVER THE WAISKA RIVER IN BRIMLEY, 74.2 FEET WEST OF A
 RJ0246'10-INCH PINE, 41 FEET SOUTH OF CENTERLINE OF 6-MILE ROAD, 37.5
 RJ0246'NORTHEAST OF A 24-INCH FIR, 21.7 FEET WESTERLY OF NORTHEAST
 RJ0246'CORNER OF GARAGE ON PROPERTY OF LEO JORGENSON, 17.2 FEET
 RJ0246'NORTHEAST OF UTILITY POLE NO. E136, 8.1 FEET NORTH OF NORTHWEST
 RJ0246'CORNER AND IN LINE WITH WEST FACE OF GARAGE, 3/4-FOOT BELOW THE
 RJ0246'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0246'COPPER-COATED STEEL ROD, 40 FEET LONG.
 RJ0246
 RJ0246                          STATION RECOVERY (1983)
 RJ0246
 RJ0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0246'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 RJ0246'(0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0246'THENCE 5.3 KM (3.3 MI) EAST ALONG ROUTE M 221 (WAISKA BAY ROAD), ON
 RJ0246'PROPERTY OF LEO JORGONSEN, A 6-INCH DIAMETER PVC PIPE WAS SET AROUND
 RJ0246'THE ROD, FLUSH WITH THE GROUND AT THIS TIME, 12.5 METERS (41.0 FT)
 RJ0246'SOUTH OF THE CENTERLINE OF ROAD, 2.5 METERS (8.1 FT) NORTH OF
 RJ0246'NORTHWEST CORNER AND IN LINE WITH WEST FACE OF GARAGE, AND 6.6 METERS
 RJ0246'(21.7 FT) WEST OF NORTHEAST CORNER OF GARAGE.
 RJ0246'THE MARK IS 0.21 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1733 ***********************************************************************
 MD1733  DESIGNATION -  JOSEPH
 MD1733  PID         -  MD1733
 MD1733  STATE/COUNTY-  MI/ST JOSEPH
 MD1733  USGS QUAD   -  MOTTVILLE (1992)
 MD1733
 MD1733                         *CURRENT SURVEY CONTROL
 MD1733  ___________________________________________________________________
 MD1733* NAD 83(1994)-  41 45 33.01256(N)    085 45 00.48484(W)     ADJUSTED  
 MD1733* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 MD1733  ___________________________________________________________________
 MD1733  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 MD1733  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 MD1733
 MD1733  HORZ ORDER  -  SECOND
 MD1733
 MD1733.The horizontal coordinates were established by classical geodetic methods
 MD1733.and adjusted by the National Geodetic Survey in February 1997..
 MD1733
 MD1733.The orthometric height was scaled from a topographic map.
 MD1733
 MD1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1733
 MD1733.The geoid height was determined by GEOID03.
 MD1733
 MD1733;                    North         East     Units Scale Factor Converg.
 MD1733;SPC MI S     -    29,734.550 3,884,941.342   MT  1.00009808   -0 56 29.4
 MD1733;SPC MI S     -    97,554.30 12,745,870.54   iFT  1.00009808   -0 56 29.4
 MD1733;SPC IN E     -   722,873.143    93,058.829   MT  0.99996726   -0 03 20.1
 MD1733;SPC IN E     - 2,371,626.30    305,310.51   sFT  0.99996726   -0 03 20.1
 MD1733;UTM  16      - 4,623,792.545   603,901.199   MT  0.99973284   +0 49 56.9
 MD1733
 MD1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1733!SPC MI S     -   0.99996760  x   1.00009808  =   1.00006567
 MD1733!SPC IN E     -   0.99996760  x   0.99996726  =   0.99993486
 MD1733!UTM  16      -   0.99996760  x   0.99973284  =   0.99970044
 MD1733
 MD1733:                Primary Azimuth Mark                     Grid Az
 MD1733:SPC MI S     -  JOSEPH AZ MK                             179 26 49.4
 MD1733:SPC IN E     -  JOSEPH AZ MK                             178 33 40.1
 MD1733:UTM  16      -  JOSEPH AZ MK                             177 40 23.1
 MD1733
 MD1733|---------------------------------------------------------------------|
 MD1733| PID    Reference Object                     Distance      Geod. Az  |
 MD1733|                                                           dddmmss.s |
 MD1733| CC9471 JOSEPH AZ MK                                       1783020.0 |
 MD1733| MD1732 PTS 200 USGS 1947                    18.498 METERS 19954     |
 MD1733| CC9472 JOSEPH RM 1                          28.523 METERS 23117     |
 MD1733| CC9473 JOSEPH RM 2                          27.511 METERS 31814     |
 MD1733|---------------------------------------------------------------------|
 MD1733
 MD1733                          SUPERSEDED SURVEY CONTROL
 MD1733
 MD1733  NAD 83(1986)-  41 45 33.01267(N)    085 45 00.49089(W) AD(       ) 2
 MD1733  NAD 27      -  41 45 32.83070(N)    085 45 00.51860(W) AD(       ) 2
 MD1733
 MD1733.Superseded values are not recommended for survey control.
 MD1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1733.See file dsdata.txt to determine how the superseded data were derived.
 MD1733
 MD1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM0390123793(NAD 83)
 MD1733_MARKER: DS = TRIANGULATION STATION DISK
 MD1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1733
 MD1733  HISTORY     - Date     Condition        Report By
 MD1733  HISTORY     - 1947     MONUMENTED       CGS
 MD1733  HISTORY     - 1969     POOR             USGS
 MD1733  HISTORY     - 1980     POOR             IN-039
 MD1733
 MD1733                          STATION DESCRIPTION
 MD1733
 MD1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (RCB)
 MD1733'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF BRISTOL INDIANA IN THE
 MD1733'NORTHEAST ANGLE OF A GRAVEL
 MD1733'CROSS ROADS AND ON THE MICHIGAN-INDIANA STATE LINE.  IT IS 52 FEET
 MD1733'NORTHEAST OF THE INTERSECTION OF THE TWO
 MD1733'ROADS, 39 FEET NORTH OF THE CENTER OF THE EAST-WEST
 MD1733'ROAD, 36 FEET EAST OF THE CENTER OF THE
 MD1733'NORTH-SOUTH ROAD AND 4 FEET NORTH OF A WHITE WITNESS
 MD1733'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 MD1733'STAMPED JOSEPH 1947.
 MD1733'
 MD1733'REFERENCE MARK NO. 1 IS 93.58 FEET SOUTHWEST OF THE STATION IN THE
 MD1733'SOUTHWEST ANGLE OF THE ROADS.  IT
 MD1733'IS 20 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD AND ONE FOOT
 MD1733'NORTH OF THE FENCE LINE.  THE MARK
 MD1733'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED JOSEPH NO 1 1947.
 MD1733'
 MD1733'REFERENCE MARK NO. 2 IS 90.26 FEET NORTHWEST OF THE STATION.  IT IS
 MD1733'26 FEET WEST OF THE CENTER OF THE
 MD1733'NORTH-SOUTH ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED JOSEPH
 MD1733'NO 2 1947.
 MD1733'
 MD1733'PTS NO. 200 (USGS) IS 60.69 FEET SOUTHWEST OF THE STATION.  IT IS 18
 MD1733'FEET SOUTH OF THE CENTER OF THE
 MD1733'EAST-WEST ROAD, 14 FEET EAST OF THE NORTH-SOUTH ROAD AND 4 FEET WEST
 MD1733'OF A FENCE CORNER.
 MD1733'THE MARK IS A 4 INCH PIPE PROJECTING ABOUT 10
 MD1733'INCHES WITH A USGS BRONZE CAP STAMPED PRIM
 MD1733'TRAV STA NO 200 (ELV.) 788 (FEET) 1913.
 MD1733'
 MD1733'AZIMUTH MARK IS 0.3 MILE SOUTH OF THE STATION.  IT IS 100 FEET
 MD1733'NORTHEAST OF THE T-ROAD
 MD1733'INTERSECTION, 20 FEET NORTH OF THE CENTER OF THE EAST-WEST ROAD AND
 MD1733'2.5 FEET WEST OF A WHITE WITNESS
 MD1733'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 MD1733'JOSEPH 1947.
 MD1733'
 MD1733'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15 AND 120
 MD1733'IN THE EAST END OF BRISTOL GO EAST
 MD1733'ON HIGHWAY 120 FOR 4.7 MILES TO A CROSSROAD, TURN LEFT AND GO NORTH
 MD1733'1.7 MILES TO THE RAILROAD CROSSING
 MD1733'IN VISTULA, CONTINUE NORTH 0.6 MILE TO A T-ROAD LEFT, TURN
 MD1733'LEFT AND GO 1.25 MILES TO A CROSSROAD AND STATION
 MD1733'AS DESCRIBED.
 MD1733'
 MD1733'TO REACH THE AZIMUTH MARK GO SOUTH 0.3 MILE TO A T-ROAD INTERSECTION
 MD1733'AND THE AZIMUTH MARK AS
 MD1733'DESCRIBED.
 MD1733'
 MD1733'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 MD1733
 MD1733                          STATION RECOVERY (1969)
 MD1733
 MD1733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (DLH)
 MD1733'PRIMARY REFERENCE 4 MILES N.E. OF BRISTOL, INDIANA
 MD1733'
 MD1733'STAMPING ON MARK JOSEPH 1947
 MD1733'
 MD1733'DESCRIPTION ADEQUATE
 MD1733'STATION DISTURBED,
 MD1733'LEANS TO THE WEST ABOUT 1/4 FOOT.  APPEARS TO HAVE
 MD1733'BEEN STRUCK BY MOWING MACHINERY.
 MD1733
 MD1733                          STATION RECOVERY (1980)
 MD1733
 MD1733'RECOVERY NOTE BY ELKHART COUNTY INDIANA 1980 (CMS)
 MD1733'JOSEPH 1947 FOUND AS DESCRIBED.
 MD1733'
 MD1733'JOSEPH NO. 1 1947 FOUND AS DESCRIBED.
 MD1733'
 MD1733'JOSEPH NO. 2 1947 FOUND AS DESCRIBED.
 MD1733'
 MD1733'AZIMUTH MARK FOUND AS DESCRIBED.
 MD1733'
 MD1733'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHEAST OF
 MD1733'BRISTOL, INDIANA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1268 ***********************************************************************
 NE1268  DESIGNATION -  JUDAH
 NE1268  PID         -  NE1268
 NE1268  STATE/COUNTY-  MI/OAKLAND
 NE1268  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1268
 NE1268                         *CURRENT SURVEY CONTROL
 NE1268  ___________________________________________________________________
 NE1268* NAD 83(1994)-  42 42 43.61825(N)    083 17 59.02553(W)     ADJUSTED  
 NE1268* NAVD 88     -       345.     (meters)    1132.     (feet)  SCALED    
 NE1268  ___________________________________________________________________
 NE1268  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 NE1268  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 NE1268
 NE1268  HORZ ORDER  -  FIRST
 NE1268
 NE1268.The horizontal coordinates were established by classical geodetic methods
 NE1268.and adjusted by the National Geodetic Survey in February 1997..
 NE1268
 NE1268.The orthometric height was scaled from a topographic map.
 NE1268
 NE1268.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1268
 NE1268.The geoid height was determined by GEOID03.
 NE1268
 NE1268;                    North         East     Units Scale Factor Converg.
 NE1268;SPC MI S     -   135,192.264 4,087,394.081   MT  0.99991141   +0 43 33.9
 NE1268;SPC MI S     -   443,544.17 13,410,085.57   iFT  0.99991141   +0 43 33.9
 NE1268;UTM  17      - 4,731,410.980   311,675.999   MT  1.00003635   -1 33 37.4
 NE1268
 NE1268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1268!SPC MI S     -   0.99995129  x   0.99991141  =   0.99986271
 NE1268!UTM  17      -   0.99995129  x   1.00003635  =   0.99998764
 NE1268
 NE1268|---------------------------------------------------------------------|
 NE1268| PID    Reference Object                     Distance      Geod. Az  |
 NE1268|                                                           dddmmss.s |
 NE1268| CH0332 JUDAH RM 1                           10.330 METERS 07825     |
 NE1268| NE1258 AUBURN HTS MEADOW BK FARMS TK       APPROX. 8.2 KM 1241530.4 |
 NE1268| NE1280 PONTIAC GM TRUCK CORP STACK         APPROX.11.2 KM 1644311.6 |
 NE1268| NE1269 PONTIAC FISHER BODY CO TANK         APPROX. 5.7 KM 1774438.9 |
 NE1268| CH0331 JUDAH AZ MK RESET                                  2060541.7 |
 NE1268| NE1260 PONTIAC DYE TYPING CORP STACK       APPROX. 5.7 KM 2145026.0 |
 NE1268| CH0330 JUDAH AZ MK                                        2411615.4 |
 NE1268| CH0333 JUDAH RM 2                            9.035 METERS 26029     |
 NE1268|---------------------------------------------------------------------|
 NE1268
 NE1268                          SUPERSEDED SURVEY CONTROL
 NE1268
 NE1268  NAD 83(1986)-  42 42 43.62007(N)    083 17 59.05910(W) AD(       ) 1
 NE1268  NAD 27      -  42 42 43.50100(N)    083 17 59.28300(W) AD(       ) 1
 NE1268
 NE1268.Superseded values are not recommended for survey control.
 NE1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1268.See file dsdata.txt to determine how the superseded data were derived.
 NE1268
 NE1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1167631411(NAD 83)
 NE1268_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1268
 NE1268  HISTORY     - Date     Condition        Report By
 NE1268  HISTORY     - 1943     MONUMENTED       CGS
 NE1268  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NE1268  HISTORY     - 1961     SEE DESCRIPTION  CGS
 NE1268
 NE1268                          STATION DESCRIPTION
 NE1268
 NE1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1268'THE STATION IS LOCATED IN THE SE 1/4 OF SEC. 32, T. 4 N. AND R. 10 E.
 NE1268'ON LAND OWNED BY A. G. SANCHEZ.
 NE1268'THE MARK IS SET ON THE PEAK OF A SANDY GRASS-COVERED KNOLL LOCALLY
 NE1268'KNOWN AS JUDAH MOUNTAIN.
 NE1268'THE MARK IS 7 FEET EAST OF A REFERENCE POST AND IS STAMPED JUDAH 1943.
 NE1268'FEET E OF A REFERENCE POST.  STAMPED JUDAH 1943.
 NE1268'
 NE1268'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 NE1268'DISKS SET IN
 NE1268'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1268'
 NE1268'REFERENCE MARK 1 IS 33.89 FEET E OF THE STATION ON THE E RIM
 NE1268'OF THE HILL.
 NE1268'STAMPED JUDAH NO 1 1943.
 NE1268'
 NE1268'REFERENCE MARK 2 IS 29.66 FEET W OF THE STATION ON THE W
 NE1268'SLOPE OF THE HILL.
 NE1268'STAMPED JUDAH NO 2 1943.
 NE1268'
 NE1268'THE AZIMUTH MARK IS 0.5 MILE W OF THE STATION.  IT IS 32
 NE1268'FEET W OF THE
 NE1268'CENTER LINE OF BALDWIN ROAD, 4.8 FEET S OF A REFERENCE
 NE1268'POST AND 1.0 FOOT E OF A N-S
 NE1268'FENCE.  STAMPED JUDAH 1943.
 NE1268'
 NE1268'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN WATERFORD,
 NE1268'GO N ON U.S.
 NE1268'HIGHWAY 10 FOR 1.3 MILES TO THE JUNCTION OF MAYBEE
 NE1268'ROAD ON THE RIGHT, TURN RIGHT
 NE1268'ON MAYBEE ROAD (GRAVEL) FOR 6.1
 NE1268'MILES TO THE T-JUNCTION OF BALDWIN ROAD (PAVED).
 NE1268'TURN RIGHT OR
 NE1268'S ON BALDWIN ROAD AND GO 1.05 MILES TO A GRAVELED ROAD LEFT*
 NE1268'(THIS ROAD IS
 NE1268'THE FIRST LEFT TURN AFTER PASSING A BRICK SCHOOL
 NE1268'ON THE LEFT).  TURN LEFT ON
 NE1268'GRAVEL AND GO 0.5 MILE TO A TRACK
 NE1268'ROAD RIGHT.  TURN RIGHT GOING UP GRADE FOR
 NE1268'0.15 MILE TO A FORK
 NE1268'AT THE TOP OF THE GRADE, TURN RIGHT AND GO 0.15 MILE TO THE
 NE1268'SUMMIT OF THE
 NE1268'HIGHEST BARE SANDY HILL AND STATION AS DESCRIBED.
 NE1268'
 NE1268'*TO REACH THE AZIMUTH MARK FROM THIS POINT GO S 0.4 MILE ON
 NE1268'BALDWIN ROAD TO
 NE1268'THE MARK ON THE RIGHT AS DESCRIBED.
 NE1268'
 NE1268'HEIGHT OF LIGHT ABOVE STATION MARK- 2 METERS.
 NE1268
 NE1268                          STATION RECOVERY (1957)
 NE1268
 NE1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1268'THE STATION MARK, REFERENCE MARKS 1
 NE1268'AND 2 WERE
 NE1268'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 NE1268'MARK WAS DESTROYED AS THERE
 NE1268'WERE A NUMBER OF TREES ON LINE.  A NEW
 NE1268'AZIMUTH MARK WAS ESTABLISHED.  A DIFFERENCE OF
 NE1268'2 MINUTES WAS FOUND
 NE1268'IN THE DIRECTION, AND NO DIFFERENCE IN THE DISTANCE WAS FOUND TO
 NE1268'REFERENCE MARK
 NE1268'1.  A DIFFERENCE OF 1 MINUTE AND 54 SECONDS WAS
 NE1268'FOUND IN THE DIRECTION, AND A
 NE1268'DIFFERENCE OF 0.02 FT. SHORTER WAS
 NE1268'FOUND IN THE DISTANCE TO REFERENCE MARK 2.  THE
 NE1268'REFERENCE POST
 NE1268'MENTIONED IN THE 1943 DESCRIPTION IS NO LONGER THERE.  THE
 NE1268'PROPERTY IS NOW
 NE1268'OWNED BY MR. ARCHIE CAVERLY WHO LIVES AT 2989 JUDAH
 NE1268'ROAD.
 NE1268'
 NE1268'A NEW DESCRIPTION FOLLOWS-
 NE1268'
 NE1268'THE STATION IS LOCATED ON A HIGH GRASS-COVERED SANDY KNOLL,
 NE1268'ABOUT 5 MI. N OF
 NE1268'PONTIAC, ON THE PROPERTY OF MR. ARCHIE CAVERLY.
 NE1268'IT IS LOCATED ON THE HIGHEST PART
 NE1268'OF THE KNOLL, ABOUT 10 FT. W OF
 NE1268'THE CENTERLINE OF A TRACK ROAD.  THE MONUMENT
 NE1268'PROJECTS 6 IN., AND
 NE1268'THE DISK IS STAMPED JUDAH 1943 (NOTES 1A AND 7A).
 NE1268'
 NE1268'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 24
 NE1268'AND STATE HIGHWAY
 NE1268'59 (AT THE E EDGE OF PONTIAC), GO N ON STATE
 NE1268'HIGHWAY 24 FOR 3.0 MI. TO THE
 NE1268'JUNCTION OF WALTON ROAD.  TURN LEFT
 NE1268'AND GO W ON WALTON ROAD FOR 1.75 MI. TO THE
 NE1268'JUNCTION OF JOSLYN
 NE1268'ROAD.  TURN RIGHT AND GO N ON JOSLYN ROAD FOR 2.2 MI. TO A
 NE1268'GRAVELED
 NE1268'CROSSROAD (BROWN ROAD).  TURN LEFT AND GO W ON BROWN ROAD FOR 0.85
 NE1268'MI. TO A NARROW
 NE1268'SIDE ROAD RIGHT (ESTES DRIVE).  TURN RIGHT AND GO
 NE1268'N ON THE NARROW GRAVELED ROAD FOR
 NE1268'0.1 MI. TO AN ENTRANCE INTO A
 NE1268'PASTURE FIELD ON THE RIGHT, AND THE AZIMUTH MARK IN
 NE1268'THE NE ANGLE
 NE1268'OF THE ROADS.  TURN RIGHT AND GO E ON THE TRACK ROAD ACROSS THE
 NE1268'PASTURE FIELD FOR
 NE1268'0.05 MI. TO A FORK.  KEEP LEFT FORK AND CONTINUE
 NE1268'N ON THE TRACK ROAD FOR 0.05 MI. TO
 NE1268'A CROSSROAD.  TURN LEFT AND GO
 NE1268'N UP A VERY STEEP HILL FOR 0.25 MI. TO THE TOP AND THE
 NE1268'STATION ON THE
 NE1268'LEFT.
 NE1268'
 NE1268'REFERENCE MARK 1 IS ON THE E RIM OF THE KNOLL, 10 FT. SE OF
 NE1268'THE CENTERLINE OF
 NE1268'THE TRACK ROAD, AND 40 FT. W OF A 30-IN. TWIN
 NE1268'OAK TREE.  THE MONUMENT PROJECTS 6
 NE1268'IN., AND THE DISK IS STAMPED
 NE1268'JUDAH 1943 NO 1 (NOTE 11A).
 NE1268'
 NE1268'REFERENCE MARK 2 IS ON THE W SLOPE OF THE KNOLL ABOUT 5 FT.
 NE1268'LOWER THAN THE
 NE1268'STATION, AND ABOUT 40 FT. W OF THE CENTERLINE OF
 NE1268'THE TRACK ROAD.  THE MONUMENT
 NE1268'PROJECTS 6 IN., AND THE DISK IS
 NE1268'STAMPED JUDAH 1943 NO 2 (NOTE 11A).
 NE1268'
 NE1268'THE AZIMUTH MARK IS 1 FT. N OF A WHITE WITNESS POST, 3 FT. E
 NE1268'OF A 6-IN. WILD
 NE1268'CHERRY TREE, 11 FT. N OF THE CENTERLINE OF THE
 NE1268'TRACK ROAD AND 13 FT. E OF THE
 NE1268'CENTERLINE OF ESTES DRIVE.  THE
 NE1268'MONUMENT PROJECTS 3 IN., AND THE DISK IS STAMPED
 NE1268'JUDAH 1943 RESET
 NE1268'1957 (NOTE 16A).
 NE1268'
 NE1268'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NE1268
 NE1268                          STATION RECOVERY (1961)
 NE1268
 NE1268'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 NE1268'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2, AND THE AZIMUTH MARK
 NE1268'WERE ALL RECOVERED AS
 NE1268'DESCRIBED AND FOUND IN GOOD CONDITION.
 NE1268'
 NE1268'DUE TO HIGHWAY CONSTRUCTION IN THE AREA THIS STATION HAS BEEN
 NE1268'DESTROYED AND A NEW
 NE1268'STATION ESTABLISHED (JUDAH 2).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1272 ***********************************************************************
 NE1272  DESIGNATION -  JUDAH 2 RESET
 NE1272  PID         -  NE1272
 NE1272  STATE/COUNTY-  MI/OAKLAND
 NE1272  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1272
 NE1272                         *CURRENT SURVEY CONTROL
 NE1272  ___________________________________________________________________
 NE1272* NAD 83(1994)-  42 42 09.10680(N)    083 16 46.71003(W)     ADJUSTED  
 NE1272* NAVD 88     -       336.6    (meters)    1104.     (feet)  GPS OBS   
 NE1272  ___________________________________________________________________
 NE1272  X           -     549,384.942 (meters)                     COMP
 NE1272  Y           -  -4,662,393.597 (meters)                     COMP
 NE1272  Z           -   4,303,480.137 (meters)                     COMP
 NE1272  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 NE1272  ELLIP HEIGHT-         302.33  (meters)          (07/12/02) GPS OBS
 NE1272  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 NE1272
 NE1272  HORZ ORDER  -  FIRST
 NE1272  ELLP ORDER  -  FOURTH    CLASS I
 NE1272
 NE1272.The horizontal coordinates were established by GPS observations
 NE1272.and adjusted by the National Geodetic Survey in February 1997..
 NE1272
 NE1272.The orthometric height was determined by GPS observations and a
 NE1272.high-resolution geoid model.
 NE1272
 NE1272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1272
 NE1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1272
 NE1272.The ellipsoidal height was determined by GPS observations
 NE1272.and is referenced to NAD 83.
 NE1272
 NE1272.The geoid height was determined by GEOID03.
 NE1272
 NE1272;                    North         East     Units Scale Factor Converg.
 NE1272;SPC MI S     -   134,148.557 4,089,053.140   MT  0.99991193   +0 44 23.1
 NE1272;SPC MI S     -   440,119.94 13,415,528.67   iFT  0.99991193   +0 44 23.1
 NE1272;UTM  17      - 4,730,301.783   313,292.295   MT  1.00002889   -1 32 47.3
 NE1272
 NE1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1272!SPC MI S     -   0.99995259  x   0.99991193  =   0.99986452
 NE1272!UTM  17      -   0.99995259  x   1.00002889  =   0.99998148
 NE1272
 NE1272|---------------------------------------------------------------------|
 NE1272| PID    Reference Object                     Distance      Geod. Az  |
 NE1272|                                                           dddmmss.s |
 NE1272| NE1688 JUDAH 2 RM 1                         10.339 METERS 05136     |
 NE1272| NE1280 PONTIAC GM TRUCK CORP STACK         APPROX. 9.9 KM 1722051.9 |
 NE1272| NE1682 JUDAH 3                             405.363 METERS 1842117.0 |
 NE1272| NE1269 PONTIAC FISHER BODY CO TANK         APPROX. 4.8 KM 1970324.6 |
 NE1272| NE1689 JUDAH 2 RM 2                          6.453 METERS 25558     |
 NE1272|---------------------------------------------------------------------|
 NE1272
 NE1272                          SUPERSEDED SURVEY CONTROL
 NE1272
 NE1272  ELLIP H (02/03/97)  302.35   (m)                       GP(       ) 4 1
 NE1272  NAD 83(1986)-  42 42 09.11011(N)    083 16 46.74076(W) AD(       ) 1
 NE1272  NAD 83(1986)-  42 42 09.10840(N)    083 16 46.74413(W) AD(       ) 3
 NE1272  NAD 27      -  42 42 08.98930(N)    083 16 46.97670(W) AD(       ) 3
 NE1272  NGVD 29 (07/16/92)  336.6    (m)         1104.     (f) GPS OBS        
 NE1272
 NE1272.Superseded values are not recommended for survey control.
 NE1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1272.See file dsdata.txt to determine how the superseded data were derived.
 NE1272
 NE1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1329230302(NAD 83)
 NE1272_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1272_STAMPING: JUDAH 2 1961
 NE1272_MARK LOGO: CGS   
 NE1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1272+STABILITY: SURFACE MOTION
 NE1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1272+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1993
 NE1272
 NE1272  HISTORY     - Date     Condition        Report By
 NE1272  HISTORY     - 1991     MONUMENTED       MIDH
 NE1272  HISTORY     - 19840515 GOOD
 NE1272  HISTORY     - 19931017 GOOD             WADTRI
 NE1272  HISTORY     - 20000808 GOOD             WOOLPT
 NE1272  HISTORY     - 20040605 MARK NOT FOUND   USPSQD
 NE1272
 NE1272                          STATION DESCRIPTION
 NE1272
 NE1272'DESCRIBED BY MI DEPT OF HIGHWAYS 1991
 NE1272'STATION IS LOCATED IN QUAD. 420831, IN THE NORTHEAST 1/4 OF SECTION 4,
 NE1272'T-3-N, R-10-E, PONTIAC TOWNSHIP, OAKLAND COUNTY.  IT IS ABOUT 4-1/2
 NE1272'MILES NORTHEAST OF PONTIAC, IN THE NORTHWEST QUADRANT OF THE CITY OF
 NE1272'AUBURN HILLS, 1/4 MILE EAST OF THE INTERSTATE HIGHWAY 75 AND JOSLYN
 NE1272'ROAD INTERCHANGE, AND ON THE PONTIAC NORTH QUADRANGLE MAP. THE
 NE1272'PROPERTY OWNER IS ANIRJOT INVESTMENT COMPANY, 1245 CHICAGO ROAD,
 NE1272'TROY, MICHIGAN, 48083, TELEPHONE (313)588-8210.
 NE1272'TO REACH FROM THE INTERSTATE HIGHWAY 75 AND JOSYLN ROAD (EXIT 83)
 NE1272'INTERCHANGE, GO EAST ON JOSYLN ROAD FOR 0.15 TO A T-INTERSECTION ON
 NE1272'THE RIGHT (HARMON ROAD).  TURN RIGHT ON HARMON ROAD AND GO SOUTHERLY
 NE1272'FOR 0.45 MI (0.72 KM) TO A GRAVEL DRIVE ON THE LEFT.  TURN LEFT ONTO
 NE1272'DRIVE PASSING THROUGH LOCKED GATE AND GOING NORTH UP HILL FOR 0.25 MI
 NE1272'(0.40 KM) TO THE REMAINS OF A FARM HOUSE AND THE STATION IS ON THE
 NE1272'LEFT AS DESCRIBED.
 NE1272'THE STATION UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  A NEW
 NE1272'SURFACE MONUMENT WAS ESTABLISHED HOLDING PLUMB TO THE UNDERGROUND
 NE1272'DISK.  IT IS 104.6 FT (31.9 M) SOUTHEAST OF A SOUTHWEST FENCE CORNER,
 NE1272'100 FT (30.5 M) NORTHWEST OF A POWER POLE, 89.1 FT (27.2 M) WEST OF
 NE1272'THE NORTHEAST FENCE CORNER POST AROUND THE OLD YARD, 35.2 FT
 NE1272'(10.7 M) SOUTHWEST OF THE NORTHWEST FENCE CORNER POST AROUND THE OLD
 NE1272'YARD, 25.6 FT (7.8 M) NORTH OF THE NORTHWEST CORNER OF THE OLD HOUSE
 NE1272'FOUNDATION, 22 FT (6.7 M) EAST OF A CLOTHES LINE POLE, 10 FT (3.0 M)
 NE1272'WEST OF A CLOTHES LINE POLE, AND 1.5 FT (0.5 M) EAST AND WEST OF THE
 NE1272'NGS CARSONITE WITNESS POSTS.
 NE1272
 NE1272                          STATION RECOVERY (1984)
 NE1272
 NE1272'RECOVERED 1984
 NE1272'RECOVERED IN GOOD CONDITION.
 NE1272
 NE1272                          STATION RECOVERY (1993)
 NE1272
 NE1272'RECOVERY NOTE BY WADE-TRIM INCORPORATED 1993 (JEK)
 NE1272'RECOVERED AS DESCRIBED.
 NE1272
 NE1272                          STATION RECOVERY (2000)
 NE1272
 NE1272'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 NE1272'RECOVERED IN GOOD CONDITION.
 NE1272
 NE1272                          STATION RECOVERY (2004)
 NE1272
 NE1272'RECOVERY NOTE BY US POWER SQUADRON 2004 (AL)
 NE1272'AREA DEVELOPED INTO INDUSTRIAL PARK, GRAVEL ROAD AND FARMHOUSE REMAIN,
 NE1272'FENCES REMOVED. DID NOT FIND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1682 ***********************************************************************
 NE1682  DESIGNATION -  JUDAH 3
 NE1682  PID         -  NE1682
 NE1682  STATE/COUNTY-  MI/OAKLAND
 NE1682  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1682
 NE1682                         *CURRENT SURVEY CONTROL
 NE1682  ___________________________________________________________________
 NE1682* NAD 83(1994)-  42 41 56.00810(N)    083 16 48.06235(W)     ADJUSTED  
 NE1682* NAVD 88     -       318.     (meters)    1043.     (feet)  SCALED    
 NE1682  ___________________________________________________________________
 NE1682  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 NE1682  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NE1682
 NE1682  HORZ ORDER  -  THIRD
 NE1682
 NE1682.The horizontal coordinates were established by classical geodetic methods
 NE1682.and adjusted by the National Geodetic Survey in February 1997..
 NE1682.No horizontal observational check was made to the station.
 NE1682
 NE1682.The orthometric height was scaled from a topographic map.
 NE1682
 NE1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1682
 NE1682.The geoid height was determined by GEOID03.
 NE1682
 NE1682;                    North         East     Units Scale Factor Converg.
 NE1682;SPC MI S     -   133,744.036 4,089,027.584   MT  0.99991213   +0 44 22.2
 NE1682;SPC MI S     -   438,792.77 13,415,444.83   iFT  0.99991213   +0 44 22.2
 NE1682;UTM  17      - 4,729,898.557   313,250.618   MT  1.00002908   -1 32 47.9
 NE1682
 NE1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1682!SPC MI S     -   0.99995552  x   0.99991213  =   0.99986765
 NE1682!UTM  17      -   0.99995552  x   1.00002908  =   0.99998460
 NE1682
 NE1682:                Primary Azimuth Mark                     Grid Az
 NE1682:SPC MI S     -  JUDAH 2 RESET                            003 36 53.8
 NE1682:UTM  17      -  JUDAH 2 RESET                            005 54 03.9
 NE1682
 NE1682|---------------------------------------------------------------------|
 NE1682| PID    Reference Object                     Distance      Geod. Az  |
 NE1682|                                                           dddmmss.s |
 NE1682| NE1272 JUDAH 2 RESET                       405.363 METERS 0042116.0 |
 NE1682| NE1690 JUDAH 3 RM 3                          5.306 METERS 21834     |
 NE1682| NE1691 JUDAH 3 RM 4                          5.199 METERS 29037     |
 NE1682| NE1683 JUDAH 3 AZ MK                       APPROX. 0.7 KM 3084124.2 |
 NE1682|---------------------------------------------------------------------|
 NE1682
 NE1682                          SUPERSEDED SURVEY CONTROL
 NE1682
 NE1682  NAD 83(1986)-  42 41 56.00969(N)    083 16 48.09643(W) AD(       ) 3
 NE1682
 NE1682.Superseded values are not recommended for survey control.
 NE1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1682.See file dsdata.txt to determine how the superseded data were derived.
 NE1682
 NE1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1325129899(NAD 83)
 NE1682_MARKER: DH = HORIZONTAL CONTROL DISK
 NE1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1682_SP_SET: CONCRETE POST
 NE1682_STAMPING: JUDAH 3 1984
 NE1682_MARK LOGO: NGS   
 NE1682_PROJECTION: FLUSH
 NE1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1682+STABILITY: SURFACE MOTION
 NE1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1682+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 NE1682
 NE1682  HISTORY     - Date     Condition        Report By
 NE1682  HISTORY     - 1984     MONUMENTED       NGS
 NE1682  HISTORY     - 19840621 GOOD             NGS
 NE1682  HISTORY     - 20040605 GOOD             USPSQD
 NE1682  HISTORY     - 20060315 GOOD             INDIV
 NE1682
 NE1682                          STATION DESCRIPTION
 NE1682
 NE1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NE1682'STATION IS LOCATED IN QUAD. 420831, ABOUT 4.0 KM (2.5 MI) NORTH OF THE
 NE1682'NORTH EDGE OF PONTIAC ALONG HIGHWAY RIGHT-OF-WAY PROPERTY.
 NE1682'TO REACH AT THE INTERSTATE HIGHWAY 75 EXIT NUMBER 83A (JOSLYN ROAD
 NE1682'NORTH EXIT) GO TO THE TOP OF CUTBANK ON THE SOUTH SIDE OF INTERSTATE
 NE1682'HIGHWAY 75 TO STATION AS DESCRIBED.
 NE1682'STATION IS SET FLUSH WITH THE GROUND, 35.966 M (117.998 FT) SOUTHWEST
 NE1682'FROM THE CENTER OF EXIT NUMBER 83A (JOSLYN ROAD EXIT), 21.946 M
 NE1682'(72.001 FT) SOUTH-SOUTHEAST FROM A UTILITY POLE, 8.717 M (28.599 FT)
 NE1682'EAST FROM A 24 INCH OAK TREE, 5.306 M (17.408 FT) NORTH-NORTHEAST FROM
 NE1682'JUDAH 3 NO 3 1984, 5.199 M (17.057 FT) EAST FROM JUDAH 3 NO 4 1984,
 NE1682'2.987 M (9.800 FT) NORTH-NORTHEAST FROM A UTILITY POLE AND 1.524 M
 NE1682'(5.000 FT) EAST-NORTHEAST FROM A WITNESS POST.
 NE1682'A TRAVERSE CONNECTION WAS MADE TO STATION JUDAH 2 1961 AND TO JUDAH 3
 NE1682'AZ MK 1984 USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1682'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1682'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 NE1682
 NE1682                          STATION RECOVERY (1984)
 NE1682
 NE1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 NE1682'THE STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTH OF THE NORTH
 NE1682'EDGE OF PONTIAC ON HIGHWAY RIGHT-OF-WAY PROPERTY.  TO REACH THE
 NE1682'STATION AT THE INTERSTATE 75 EXIT 83 A (JOSLYN ROAD NORTH EXIT) GO TO
 NE1682'TOP OF CUTBANK ON THE SOUTH SIDE OF I-75 TO STATION AS DESCRIBED.
 NE1682' 
 NE1682'THE STATION IS A STANDARD NGS DISK STAMPED--JUDAH 3 1984--,  SET INTO
 NE1682'THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN DIAMETER,
 NE1682'FLUSH WITH GROUND.  THE STATION IS LOCATED 35.966 METERS (117.998 FT)
 NE1682'SOUTHWEST FROM THE CENTERLINE OF EXIT 83A JOSLYN RD EXIT, 8.717 METERS
 NE1682'(28.599 FT) EAST FROM A 24 INCH OAK TREE, 2.987 METERS (9.800 FT)
 NE1682'NORTH-NORTHEAST FROM A 14 INCH OAK TREE, 21.946 METERS (72.001 FT)
 NE1682'SOUTH-SOUTHEAST FROM A UTILITY POLE AND 1.524 METERS (5.000 FT)
 NE1682'EAST-NORTHEAST FROM A WITNESS POST.
 NE1682' 
 NE1682'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--JUDAH 3 NO 3
 NE1682'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 NE1682'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 4.420
 NE1682'METERS (14.501 FT) EAST FROM THE 24 INCH OAK TREE, 3.658 METERS
 NE1682'(12.001 FT) SOUTHWEST FROM THE 14 INCH OAK TREE AND 0.762
 NE1682'METERS (2.500 FT) NORTHEAST FROM A WITNESS POST AND 0.6 METERS (2.0
 NE1682'FT) LOWER THAN THE STATION.
 NE1682' 
 NE1682'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--JUDAH 3 NO 4
 NE1682'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 NE1682'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 18.471
 NE1682'METERS (60.600 FT) SOUTH-SOUTHEAST FROM THE UTILITY POLE, 5.639 METERS
 NE1682'(18.501 FT) SOUTHEAST FROM A 14 INCH OAK TREE, 6.553 METERS (21.499
 NE1682'FT)
 NE1682'NORTHEAST FROM THE 24 INCH OAK TREE AND 0.762 METERS (2.500 FT)
 NE1682'NORTHEAST FROM A WITNESS POST AND 0.3 METERS (1.0 FT) LOWER THAN THE
 NE1682'STATION.
 NE1682' 
 NE1682'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--JUDAH 3
 NE1682'1984--,  CEMENTED IN A DRILL HOLE IN A 14-INCH CONCRETE CULVERT
 NE1682'HEADWALL UNDER THE NORTH BOUND LANES OF INTERSTATE 75.  IT IS 66.5 FT
 NE1682'(20.3 M) NORTHEAST FROM THE CENTERLINE OF THE SOUTH BOUND LANES OF
 NE1682'I-75, 390 FT (118.9 M) SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF
 NE1682'BRIDGE RAIL (CONCRETE) OVER RAILROAD, 27.0 FT (8.2 M) SOUTHWEST FROM
 NE1682'THE CENTERLINE OF THE NORTH BOUND LANES OF I-75 AND 2.0 FT (0.6 M)
 NE1682'SOUTHEAST FROM A WITNESS POST.  A TRAVERSE CONNECTION WAS MADE TO
 NE1682'TRIANGULATION STATION JUDAH 3 1984 USING ELECTRONIC DISTANCE MEASURING
 NE1682'EQUIPMENT.   TO REACH THE AZIMUTH MARK FROM THE STATION MARK, GO NORTH
 NE1682'ON I-75 FOR 0.45 M (0.72 KM) TO MARK ON LEFT IN MEDIAN, JUST BEFORE
 NE1682'CROSSING A BRIDGE OVER RAILROAD TRACKS.
 NE1682
 NE1682                          STATION RECOVERY (2004)
 NE1682
 NE1682'RECOVERY NOTE BY US POWER SQUADRON 2004 (AL)
 NE1682'LOCATED BY GPS. MARK LOCATED IMMEDIATELY AFTER EXITING I75 ON EXIT
 NE1682'RAMP 83A.
 NE1682
 NE1682                          STATION RECOVERY (2006)
 NE1682
 NE1682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1682'FOUND IN GOOD CONDITION AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1683 ***********************************************************************
 NE1683  DESIGNATION -  JUDAH 3 AZ MK
 NE1683  PID         -  NE1683
 NE1683  STATE/COUNTY-  MI/OAKLAND
 NE1683  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1683
 NE1683                         *CURRENT SURVEY CONTROL
 NE1683  ___________________________________________________________________
 NE1683* NAD 83(1994)-  42 42 10.05856(N)    083 17 11.85026(W)     ADJUSTED  
 NE1683* NAVD 88     -       308.     (meters)    1010.     (feet)  SCALED    
 NE1683  ___________________________________________________________________
 NE1683  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 NE1683  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 NE1683
 NE1683  HORZ ORDER  -  THIRD
 NE1683
 NE1683.The horizontal coordinates were established by classical geodetic methods
 NE1683.and adjusted by the National Geodetic Survey in February 1997..
 NE1683.No horizontal observational check was made to the station.
 NE1683
 NE1683.The orthometric height was scaled from a topographic map.
 NE1683
 NE1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1683
 NE1683.The geoid height was determined by GEOID03.
 NE1683
 NE1683;                    North         East     Units Scale Factor Converg.
 NE1683;SPC MI S     -   134,170.558 4,088,480.689   MT  0.99991191   +0 44 06.0
 NE1683;SPC MI S     -   440,192.12 13,413,650.55   iFT  0.99991191   +0 44 06.0
 NE1683;UTM  17      - 4,730,346.608   312,721.110   MT  1.00003152   -1 33 04.4
 NE1683
 NE1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1683!SPC MI S     -   0.99995709  x   0.99991191  =   0.99986900
 NE1683!UTM  17      -   0.99995709  x   1.00003152  =   0.99998861
 NE1683
 NE1683                          SUPERSEDED SURVEY CONTROL
 NE1683
 NE1683  NAD 83(1986)-  42 42 10.06019(N)    083 17 11.88438(W) AD(       ) 3
 NE1683
 NE1683.Superseded values are not recommended for survey control.
 NE1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1683.See file dsdata.txt to determine how the superseded data were derived.
 NE1683
 NE1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1272130347(NAD 83)
 NE1683_MARKER: DZ = AZIMUTH MARK DISK
 NE1683_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE1683_SP_SET: HEADWALL OF CULVERT
 NE1683_STAMPING: JUDAH 3 1984
 NE1683_MARK LOGO: NGS   
 NE1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1683+STABILITY: POSITION/ELEVATION WELL
 NE1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1683+SATELLITE: SATELLITE OBSERVATIONS - 1984
 NE1683
 NE1683  HISTORY     - Date     Condition        Report By
 NE1683  HISTORY     - 1984     MONUMENTED       NGS
 NE1683  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 NE1683
 NE1683                          STATION DESCRIPTION
 NE1683
 NE1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NE1683'STATION IS LOCATED IN QUAD. 420831, ABOUT 4.0 KM (2.5 MI) NORTH OF THE
 NE1683'NORTH EDGE OF PONTIAC ALONG HIGHWAY RIGHT-OF-WAY PROPERTY.
 NE1683'TO REACH AT THE INTERSTATE HIGHWAY 75 EXIT NUMBER 83A (JOSLYN ROAD
 NE1683'NORTH EXIT) GO NORTH ON INTERSTATE HIGHWAY 75 FOR 0.72 KM (0.45 MI)
 NE1683'TO MARK ON THE LEFT IN MEDIUM JUST BEFORE CROSSING A BRIDGE OVER
 NE1683'RAILROAD TRACKS.
 NE1683'AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN A 14 INCH CULVERT HEADWALL
 NE1683'UNDER INTERSTATE HIGHWAY 75 NORTH.  IT IS 20.269 M (66.499 FT)
 NE1683'NORTHEAST FROM THE CENTER OF THE SOUTH BOUND LANES OF INTERSTATE
 NE1683'HIGHWAY 75, 11.887 M (38.999 FT) SOUTH-SOUTHEAST FROM THE SOUTHWEST
 NE1683'CORNER OF BRIDGE RAIL (CONCRETE) OVER RAILROAD TRACKS, 8.230 M
 NE1683'(27.001 FT) SOUTHWEST FROM THE CENTER OF NORTH BOUND LANES OF
 NE1683'INTERSTATE HIGHWAY 75 AND 0.610 M (2.001 FT) SOUTHEAST FROM A WITNESS
 NE1683'POST.
 NE1683'A TRAVERSE CONNECTION WAS MADE TO STATION JUDAH 3 1984 USING
 NE1683'ELECTRONIC DISTRANCE MEASURING EQUIPMENT.
 NE1683'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS.
 NE1683
 NE1683                          STATION RECOVERY (2006)
 NE1683
 NE1683'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0575 ***********************************************************************
 QK0575  DESIGNATION -  JUNE
 QK0575  PID         -  QK0575
 QK0575  STATE/COUNTY-  MI/CHEBOYGAN
 QK0575  USGS QUAD   -  
 QK0575
 QK0575                         *CURRENT SURVEY CONTROL
 QK0575  ___________________________________________________________________
 QK0575* NAD 83(1994)-  45 39 00.70030(N)    084 20 37.25112(W)     ADJUSTED  
 QK0575* NAVD 88     -       213.     (meters)     699.     (feet)  SCALED    
 QK0575  ___________________________________________________________________
 QK0575  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 QK0575  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QK0575
 QK0575  HORZ ORDER  -  THIRD
 QK0575
 QK0575.The horizontal coordinates were established by classical geodetic methods
 QK0575.and adjusted by the National Geodetic Survey in February 1997..
 QK0575
 QK0575.The orthometric height was scaled from a topographic map.
 QK0575
 QK0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0575
 QK0575.The geoid height was determined by GEOID03.
 QK0575
 QK0575;                    North         East     Units Scale Factor Converg.
 QK0575;SPC MI C     -   259,309.196 6,001,791.723   MT  0.99998886   +0 00 58.5
 QK0575;SPC MI C     -   850,751.96 19,690,917.73   iFT  0.99998886   +0 00 58.5
 QK0575;UTM  16      - 5,058,614.996   706,975.642   MT  1.00012671   +1 54 00.6
 QK0575
 QK0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0575!SPC MI C     -   0.99997229  x   0.99998886  =   0.99996115
 QK0575!UTM  16      -   0.99997229  x   1.00012671  =   1.00009900
 QK0575
 QK0575:                Primary Azimuth Mark                     Grid Az
 QK0575:SPC MI C     -  JUNE AZ MK                               011 16 43.0
 QK0575:UTM  16      -  JUNE AZ MK                               009 23 40.9
 QK0575
 QK0575|---------------------------------------------------------------------|
 QK0575| PID    Reference Object                     Distance      Geod. Az  |
 QK0575|                                                           dddmmss.s |
 QK0575| QK0535 JUNE AZ MK                                         0111741.5 |
 QK0575| QK0574 NINE                                APPROX.10.1 KM 1002145.6 |
 QK0575| QK0578 OWENS LOOKOUT TOWER                 APPROX.14.9 KM 1582343.3 |
 QK0575| CH1289 JUNE RM 2                            21.441 METERS 24839     |
 QK0575| QK0590 CHEBOYGAN CO CTHSE CLOCK TOWER      APPROX.10.8 KM 2640154.8 |
 QK0575| QK0592 CHEBOYGAN CRIB LIGHT                APPROX. 9.1 KM 2790652.1 |
 QK0575| QK0587 FOURTEEN FOOT SHOAL LIGHT           APPROX. 7.8 KM 2950324.7 |
 QK0575| CH1288 JUNE RM 1                            25.359 METERS 32041     |
 QK0575| QK0577 POE REEF LIGHT                      APPROX. 5.2 KM 3434933.9 |
 QK0575|---------------------------------------------------------------------|
 QK0575
 QK0575                          SUPERSEDED SURVEY CONTROL
 QK0575
 QK0575  NAD 83(1986)-  45 39 00.69204(N)    084 20 37.25085(W) AD(       ) 3
 QK0575  NAD 27      -  45 39 00.64900(N)    084 20 37.15600(W) AD(       ) 3
 QK0575
 QK0575.Superseded values are not recommended for survey control.
 QK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0575.See file dsdata.txt to determine how the superseded data were derived.
 QK0575
 QK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0697658615(NAD 83)
 QK0575_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0575
 QK0575  HISTORY     - Date     Condition        Report By
 QK0575  HISTORY     - 1956     MONUMENTED       CGS
 QK0575  HISTORY     - 1977     GOOD             NGS
 QK0575
 QK0575                          STATION DESCRIPTION
 QK0575
 QK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0575'THE STATION IS ABOUT 5-3/4 MILES EAST OF CHEBOYGAN ON THE HIGHEST
 QK0575'POINT OF A TIMBERED RIDGE
 QK0575'WHICH FORMS A V AT THE STATION SITE, ON STATE PROPERTY.  FROM THE
 QK0575'STATION SITE, ONE ARM OF THE
 QK0575'RIDGE EXTENDS NORTHWARD AND THE OTHER ARM EXTENDS WESTWARD.
 QK0575'IT IS 17 FEET WEST OF A TRIANGULAR BLAZED 8
 QK0575'INCH ASPEN TREE, 12 FEET SOUTH OF
 QK0575'ANOTHER TRIANGULAR BLAZED 8 INCH ASPEN TREE, 5 FEET NORTHWEST
 QK0575'OF A WHITE WITNESS POST AND 17
 QK0575'FEET NORTH OF THE SOUTH EDGE OF THE BANK.  THE MARK PROJECTS 4 INCHES
 QK0575'AND THE DISK IS STAMPED JUNE
 QK0575'1956.
 QK0575'
 QK0575'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 27 IN
 QK0575'CHEBOYGAN, GO EAST ON
 QK0575'HIGHWAY 23 FOR 6.5 MILES TO A HIGH BANK ON THE SOUTH SIDE OF THE
 QK0575'HIGHWAY.  THIS IS 0.05 MILE WEST
 QK0575'OF A ROAD SIDE VIEW POINT.  PACK SOUTH UP RIDGE FOR ABOUT 0.1
 QK0575'MILE TO THE HIGHEST POINT AND THE
 QK0575'STATION.
 QK0575'
 QK0575'TO REACH THE AZIMUTH MARK FROM THE END OF TRUCK TRAVEL, GO EAST ON
 QK0575'HIGHWAY 23 FOR 0.05 MILE
 QK0575'TO THE ROAD SIDE VIEW POINT AND THE MARK NEAR THE NORTHWEST EDGE OF
 QK0575'THE TURN OFF.
 QK0575'
 QK0575'REFERENCE MARK 1 IS ON THE NORTH ARM OF THE RIDGE LEADING FROM THE
 QK0575'STATION, 88 FEET NORTHWEST
 QK0575'OF THE WHITE WITNESS POST, 5 FEET NORTH OF A 6 INCH ASPEN TREE AND IS
 QK0575'ABOUT 3 FEET LOWER IN ELEVATION
 QK0575'THAN THE STATION MARK.  THE MARK PROJECTS 2 INCHES
 QK0575'AND THE DISK IS STAMPED JUNE NO 1 1956.
 QK0575'
 QK0575'REFERENCE MARK 2 IS ON THE WEST ARM OF THE RIDGE LEADING FROM THE
 QK0575'STATION, 72 FEET WEST OF
 QK0575'THE WHITE WITNESS POST AND 71 FEET SOUTHWEST OF THE TRIANGULAR BLAZED
 QK0575'8 INCH ASPEN TREE.  THE MARK
 QK0575'PROJECTS 4 INCHES AND THE DISK IS STAMPED JUNE NO 2 1956.
 QK0575'
 QK0575'THE AZIMUTH MARK IS SET UNDER THE CABLE GUARD RAILING AROUND THE VIEW
 QK0575'POINT, 41 FEET NORTHWEST OF
 QK0575'THE CENTERLINE OF HIGHWAY 23 AND 1 FOOT SOUTHWEST OF A WHITE
 QK0575'WITNESS POST.  THE MARK PROJECTS 4
 QK0575'INCHES AND THE DISK IS STAMPED JUNE 1956.
 QK0575'
 QK0575'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0575
 QK0575                          STATION RECOVERY (1977)
 QK0575
 QK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0575'THE STATION, REFERENCE MARK 2, AND AZIMUTH MARK WERE RECOVERED AS
 QK0575'DESCRIBED.  WTOM-TV TRANSMITTING TOWER IS LOCATED 14.7 FEET
 QK0575'SOUTHEAST OF THE STATION.
 QK0575'
 QK0575'REFERENCE MARK 1S DISK HAS BEEN REMOVED BUT DRILL HOLE IS STILL
 QK0575'INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0535 ***********************************************************************
 QK0535  DESIGNATION -  JUNE AZ MK
 QK0535  PID         -  QK0535
 QK0535  STATE/COUNTY-  MI/CHEBOYGAN
 QK0535  USGS QUAD   -  
 QK0535
 QK0535                         *CURRENT SURVEY CONTROL
 QK0535  ___________________________________________________________________
 QK0535* NAD 83(1986)-  45 39 10.     (N)    084 20 34.     (W)     SCALED    
 QK0535* NAVD 88     -       207.191  (meters)     679.76   (feet)  ADJUSTED  
 QK0535  ___________________________________________________________________
 QK0535  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 QK0535  DYNAMIC HT  -         207.188 (meters)     679.75  (feet)  COMP
 QK0535  MODELED GRAV-     980,593.2   (mgal)                       NAVD 88
 QK0535
 QK0535  VERT ORDER  -  FIRST     CLASS II
 QK0535
 QK0535.The horizontal coordinates were scaled from a topographic map and have
 QK0535.an estimated accuracy of +/- 6 seconds.
 QK0535
 QK0535.The orthometric height was determined by differential leveling
 QK0535.and adjusted by the National Geodetic Survey in June 1991..
 QK0535
 QK0535.The geoid height was determined by GEOID03.
 QK0535
 QK0535.The dynamic height is computed by dividing the NAVD 88
 QK0535.geopotential number by the normal gravity value computed on the
 QK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0535.degrees latitude (g = 980.6199 gals.).
 QK0535
 QK0535.The modeled gravity was interpolated from observed gravity values.
 QK0535
 QK0535;                    North         East    Units  Estimated Accuracy
 QK0535;SPC MI C     -   259,600.    6,001,860.      MT  (+/- 180 meters Scaled)
 QK0535
 QK0535                          SUPERSEDED SURVEY CONTROL
 QK0535
 QK0535.No superseded survey control is available for this station.
 QK0535
 QK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR070589(NAD 83)
 QK0535_MARKER: DZ = AZIMUTH MARK DISK
 QK0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0535_SP_SET: CONCRETE POST
 QK0535_STAMPING: JUNE 1956
 QK0535_MARK LOGO: CGS   
 QK0535_PROJECTION: PROJECTING 8 CENTIMETERS
 QK0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0535+STABILITY: SURFACE MOTION
 QK0535
 QK0535  HISTORY     - Date     Condition        Report By
 QK0535  HISTORY     - 1956     MONUMENTED       CGS
 QK0535  HISTORY     - 1983     GOOD             NGS
 QK0535
 QK0535                          STATION DESCRIPTION
 QK0535
 QK0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0535'11.4 KM (7.1 MI) EAST FROM CHEBOYGAN.
 QK0535'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0535'THE POST OFFICE IN CHEBOYGAN, THENCE 11.0 KM (6.85 MI) EAST ALONG
 QK0535'U.S. HIGHWAY 23 (STATE STREET) TO THE MARK ON THE LEFT, AT A HIGHWAY
 QK0535'TURN OUT AND ACROSS THE HIGHWAY FROM A BRICK TELEVISION TOWER
 QK0535'BUILDING, 0.3 METER (1.0 FT) BELOW A METAL GUARDRAIL, 0.30 METER
 QK0535'(1.0 FT) SOUTH-SOUTHWEST OF A FOUR INCH SQUARE WOOD POST, 12.50 METERS
 QK0535'(41.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 63.70 METERS
 QK0535'(209.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK
 QK0535'TELEVISION TOWER BUILDING ACROSS THE HIGHWAY.
 QK0535'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 QK0535'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1007 ***********************************************************************
 OJ1007  DESIGNATION -  JUNIATA
 OJ1007  PID         -  OJ1007
 OJ1007  STATE/COUNTY-  MI/TUSCOLA
 OJ1007  USGS QUAD   -  JUNIATA (1963)
 OJ1007
 OJ1007                         *CURRENT SURVEY CONTROL
 OJ1007  ___________________________________________________________________
 OJ1007* NAD 83(1994)-  43 21 00.06718(N)    083 27 43.74092(W)     ADJUSTED  
 OJ1007* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 OJ1007  ___________________________________________________________________
 OJ1007  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 OJ1007  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OJ1007
 OJ1007  HORZ ORDER  -  FIRST
 OJ1007
 OJ1007.The horizontal coordinates were established by classical geodetic methods
 OJ1007.and adjusted by the National Geodetic Survey in February 1997..
 OJ1007
 OJ1007.The orthometric height was scaled from a topographic map.
 OJ1007
 OJ1007.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1007
 OJ1007.The geoid height was determined by GEOID03.
 OJ1007
 OJ1007;                    North         East     Units Scale Factor Converg.
 OJ1007;SPC MI S     -   205,893.125 4,073,329.282   MT  0.99993978   +0 36 56.0
 OJ1007;SPC MI S     -   675,502.38 13,363,941.21   iFT  0.99993978   +0 36 56.0
 OJ1007;UTM  17      - 4,802,629.087   300,453.460   MT  1.00008984   -1 41 26.5
 OJ1007
 OJ1007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1007!SPC MI S     -   0.99996963  x   0.99993978  =   0.99990941
 OJ1007!UTM  17      -   0.99996963  x   1.00008984  =   1.00005947
 OJ1007
 OJ1007|---------------------------------------------------------------------|
 OJ1007| PID    Reference Object                     Distance      Geod. Az  |
 OJ1007|                                                           dddmmss.s |
 OJ1007| CH0335 JUNIATA RM 1                         52.645 METERS 01705     |
 OJ1007| CH0336 JUNIATA RM 2                         26.309 METERS 18408     |
 OJ1007| CH0334 JUNIATA AZ MK                                      2800608.9 |
 OJ1007| OJ1008 JUNIATA 2                            19.169 METERS 34812     |
 OJ1007|---------------------------------------------------------------------|
 OJ1007
 OJ1007                          SUPERSEDED SURVEY CONTROL
 OJ1007
 OJ1007  NAD 83(1986)-  43 21 00.05841(N)    083 27 43.77055(W) AD(       ) 1
 OJ1007  NAD 27      -  43 20 59.97600(N)    083 27 43.93600(W) AD(       ) 1
 OJ1007
 OJ1007.Superseded values are not recommended for survey control.
 OJ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1007.See file dsdata.txt to determine how the superseded data were derived.
 OJ1007
 OJ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0045302629(NAD 83)
 OJ1007_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1007
 OJ1007  HISTORY     - Date     Condition        Report By
 OJ1007  HISTORY     - 1943     MONUMENTED       CGS
 OJ1007  HISTORY     - 1954     SEE DESCRIPTION  CGS
 OJ1007  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ1007
 OJ1007                          STATION DESCRIPTION
 OJ1007
 OJ1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1007'STATION IS LOCATED ON THE NW CORNER OF STATE HIGHWAY 38 AND WASHBURN
 OJ1007'ROAD ABOUT 6 MILES E OF
 OJ1007'VASSAR.  IT IS 160 FEET NNW OF THE INTERSECTION OF THE
 OJ1007'TWO ROADS, 25 FEET W OF THE
 OJ1007'CENTER LINE OF WASHBURN ROAD AND 3.6
 OJ1007'FEET E OF A REFERENCE POST.  STAMPED JUNIATA
 OJ1007'1943.
 OJ1007'
 OJ1007'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1007'DISKS SET IN
 OJ1007'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1007'
 OJ1007'REFERENCE MARK 1 IS 172.72 FEET NE OF THE STATION, 29 FEET E
 OJ1007'OF THE CENTER LINE
 OJ1007'OF WASHBURN ROAD AND 2.0 FEET E OF THE FENCE
 OJ1007'CORNER.  STAMPED JUNIATA NO 1 1943.
 OJ1007'
 OJ1007'REFERENCE MARK 2 IS 86.32 FEET S OF THE STATION, 77.5 FEET
 OJ1007'NW OF THE
 OJ1007'INTERSECTION OF THE TWO ROADS, AND 46 FEET S OF POLE
 OJ1007'1765 1/2.  STAMPED JUNIATA
 OJ1007'NO 2 1943.
 OJ1007'
 OJ1007'AZIMUTH MARK IS ON THE N SIDE OF STATE HIGHWAY 38 ABOUT 0.3
 OJ1007'MILE W OF THE
 OJ1007'STATION, 53 FEET N OF THE CENTER LINE OF THE ROAD,
 OJ1007'1.0 FOOT W OF A WIRE FENCE, 100
 OJ1007'FEET SE OF THE L.H. WILLIAMS
 OJ1007'HOUSE.  STAMPED JUNIATA 1943.
 OJ1007'
 OJ1007'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 15
 OJ1007'AND 38 IN THE CITY
 OJ1007'OF VASSAR, GO E ON HIGHWAY 38 FOR 6.05 MILES
 OJ1007'TO AZIMUTH MARK ON THE LEFT, CONTINUE
 OJ1007'STRAIGHT AHEAD 0.3 MILE TO
 OJ1007'WASHBURN ROAD, TURN N ON WASHBURN ROAD AND GO 100 FEET
 OJ1007'TO STATION ON
 OJ1007'THE LEFT.
 OJ1007'
 OJ1007'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1007
 OJ1007                          STATION RECOVERY (1954)
 OJ1007
 OJ1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 OJ1007'STATION WAS RECOVERED AS DESCRIBED,
 OJ1007'AND ALL MARKS WERE
 OJ1007'FOUND IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS
 OJ1007'TO THE REFERENCE MARKS CHECKED.  THE
 OJ1007'STATION MARK AND
 OJ1007'REFERENCE MARK 2 WERE DESTROYED TO MAKE WAY FOR NEW
 OJ1007'HIGHWAY CONSTRUCTION
 OJ1007'IN THE VICINITY.  A NEW STATION, JUNIATA 2, AND REFERENCE
 OJ1007'MARK 3 WERE
 OJ1007'ESTABLISHED.  SEE THE DESCRIPTION OF JANIATA 2.
 OJ1007
 OJ1007                          STATION RECOVERY (1999)
 OJ1007
 OJ1007'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1008 ***********************************************************************
 OJ1008  DESIGNATION -  JUNIATA 2
 OJ1008  PID         -  OJ1008
 OJ1008  STATE/COUNTY-  MI/TUSCOLA
 OJ1008  USGS QUAD   -  JUNIATA (1963)
 OJ1008
 OJ1008                         *CURRENT SURVEY CONTROL
 OJ1008  ___________________________________________________________________
 OJ1008* NAD 83(1994)-  43 21 00.67519(N)    083 27 43.91499(W)     ADJUSTED  
 OJ1008* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 OJ1008  ___________________________________________________________________
 OJ1008  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 OJ1008  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OJ1008
 OJ1008  HORZ ORDER  -  SECOND
 OJ1008
 OJ1008.The horizontal coordinates were established by classical geodetic methods
 OJ1008.and adjusted by the National Geodetic Survey in February 1997..
 OJ1008
 OJ1008.The orthometric height was scaled from a topographic map.
 OJ1008
 OJ1008.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1008
 OJ1008.The geoid height was determined by GEOID03.
 OJ1008
 OJ1008;                    North         East     Units Scale Factor Converg.
 OJ1008;SPC MI S     -   205,911.844 4,073,325.160   MT  0.99993980   +0 36 55.9
 OJ1008;SPC MI S     -   675,563.79 13,363,927.69   iFT  0.99993980   +0 36 55.9
 OJ1008;UTM  17      - 4,802,647.960   300,450.095   MT  1.00008985   -1 41 26.7
 OJ1008
 OJ1008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1008!SPC MI S     -   0.99996963  x   0.99993980  =   0.99990943
 OJ1008!UTM  17      -   0.99996963  x   1.00008985  =   1.00005948
 OJ1008
 OJ1008|---------------------------------------------------------------------|
 OJ1008| PID    Reference Object                     Distance      Geod. Az  |
 OJ1008|                                                           dddmmss.s |
 OJ1008| CH0335 JUNIATA RM 1                         37.051 METERS 03131     |
 OJ1008| OJ1007 JUNIATA                              19.169 METERS 16812     |
 OJ1008| CH0334 JUNIATA AZ MK                                      2774731.8 |
 OJ1008| CH0337 JUNIATA 2 RM 3                       19.503 METERS 33822     |
 OJ1008|---------------------------------------------------------------------|
 OJ1008
 OJ1008                          SUPERSEDED SURVEY CONTROL
 OJ1008
 OJ1008  NAD 83(1986)-  43 21 00.66643(N)    083 27 43.94462(W) AD(       ) 2
 OJ1008  NAD 27      -  43 21 00.58400(N)    083 27 44.11000(W) AD(       ) 2
 OJ1008
 OJ1008.Superseded values are not recommended for survey control.
 OJ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1008.See file dsdata.txt to determine how the superseded data were derived.
 OJ1008
 OJ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ0045002648(NAD 83)
 OJ1008_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1008
 OJ1008  HISTORY     - Date     Condition        Report By
 OJ1008  HISTORY     - 1954     MONUMENTED       CGS
 OJ1008  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OJ1008  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ1008
 OJ1008                          STATION DESCRIPTION
 OJ1008
 OJ1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (ELJ)
 OJ1008'STATION IS LOCATED IN THE NW ANGLE OF THE INTERSECTION OF STATE
 OJ1008'HIGHWAY 38 AND WASHBURN
 OJ1008'ROAD, ABOUT 6 MI. E OF VASSAR.  IT IS 222 FT. NW OF THE
 OJ1008'CENTER OF THE INTERSECTION,
 OJ1008'62 FT. SE OF THE SE CORNER OF A FRAMEHOUSE
 OJ1008'HOUSE, 36 FT. W OF THE CENTER OF WASHBURN
 OJ1008'ROAD, AND 8 FT. S OF A
 OJ1008'TELEPHONE POLE.  THE MARK IS FLUSH, AND THE DISK IS STAMPED
 OJ1008'JUNIATA 2
 OJ1008'1954 (NOTES 1A AND 7A).
 OJ1008'
 OJ1008'REFERENCE MARK 1 IS 29 FT. E OF THE CENTER OF THE ROAD, AND
 OJ1008'2 FT. E OF A FENCE
 OJ1008'CORNER.  THE MARK PROJECTS ABOUT 6 IN., AND
 OJ1008'THE DISK IS STAMPED JUNIATA NO 1 1943
 OJ1008'(NOTE 11A).
 OJ1008'
 OJ1008'REFERENCE MARK 3 IS IN THE SW CORNER OF A CONCRETE PORCH, 1
 OJ1008'FT. E OF THE SE
 OJ1008'CORNER OF THE HOUSE.  THE DISK IS SET FLUSH IN A
 OJ1008'DRILL HOLE IN THE CONCRETE PORCH
 OJ1008'AND IS STAMPED JUNIATA 2 NO 3
 OJ1008'1954.
 OJ1008'
 OJ1008'AZIMUTH MARK IS 100 FT. SE OF THE SE CORNER OF A FRAMEHOUSE,
 OJ1008'53 FT. N OF THE
 OJ1008'CENTER OF HIGHWAY 38, AND 1 FT. W OF A FENCE LINE.
 OJ1008'THE MARK PROJECTS ABOUT 2 IN., AND
 OJ1008'THE DISK IS STAMPED JUNIATA
 OJ1008'1943 (NOTE 16A).
 OJ1008'
 OJ1008'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 15
 OJ1008'AND 38 IN THE S
 OJ1008'SECTION OF VASSAR, GO E ON HIGHWAY 38 FOR 5.7 MI.
 OJ1008'TO THE AZIMUTH MARK ON THE LEFT AS
 OJ1008'DESCRIBED.  CONTINUE E ON THE
 OJ1008'HIGHWAY FOR 0.3 MI. TO THE INTERSECTION OF WASHBURN
 OJ1008'ROAD AND THE
 OJ1008'STATION ON THE LEFT AS DESCRIBED.
 OJ1008
 OJ1008                          STATION RECOVERY (1980)
 OJ1008
 OJ1008'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OJ1008'THE STATION WAS NOT LOCATED.
 OJ1008'
 OJ1008'REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.
 OJ1008
 OJ1008                          STATION RECOVERY (1999)
 OJ1008
 OJ1008'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8110 ***********************************************************************
 AA8110  CBN         -  This is a Cooperative Base Network Control Station.
 AA8110  PACS        -  This is a Primary Airport Control Station.
 AA8110  DESIGNATION -  JXN C
 AA8110  PID         -  AA8110
 AA8110  STATE/COUNTY-  MI/JACKSON
 AA8110  USGS QUAD   -  JACKSON NORTH (1976)
 AA8110
 AA8110                         *CURRENT SURVEY CONTROL
 AA8110  ___________________________________________________________________
 AA8110* NAD 83(1994)-  42 15 23.97754(N)    084 27 31.24150(W)     ADJUSTED  
 AA8110* NAVD 88     -       304.26   (meters)     998.2    (feet)  GPS OBS   
 AA8110  ___________________________________________________________________
 AA8110  X           -     456,560.024 (meters)                     COMP
 AA8110  Y           -  -4,705,980.233 (meters)                     COMP
 AA8110  Z           -   4,266,928.796 (meters)                     COMP
 AA8110  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AA8110  ELLIP HEIGHT-         270.09  (meters)          (07/12/02) GPS OBS
 AA8110  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 AA8110
 AA8110  HORZ ORDER  -  B
 AA8110  ELLP ORDER  -  FOURTH    CLASS II
 AA8110
 AA8110.This mark is at Jackson Co-Reynolds Fld Airport (JXN)
 AA8110
 AA8110.The horizontal coordinates were established by GPS observations
 AA8110.and adjusted by the National Geodetic Survey in September 1995..
 AA8110
 AA8110.The orthometric height was determined by GPS observations and a
 AA8110.high-resolution geoid model.
 AA8110
 AA8110.GPS derived orthometric heights for airport stations designated as
 AA8110.PACS or SACS are published to 2 decimal places.  This maintains
 AA8110.centimeter relative accuracy between the PACS and SACS.  It does
 AA8110.not indicate centimeter accuracy relative to other marks which are
 AA8110.part of the NAVD 88 network.
 AA8110
 AA8110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8110
 AA8110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8110
 AA8110.The ellipsoidal height was determined by GPS observations
 AA8110.and is referenced to NAD 83.
 AA8110
 AA8110.The geoid height was determined by GEOID03.
 AA8110
 AA8110;                    North         East     Units Scale Factor Converg.
 AA8110;SPC MI S     -    84,052.749 3,992,407.740   MT  0.99996659   -0 03 45.4
 AA8110;SPC MI S     -   275,763.61 13,098,450.59   iFT  0.99996659   -0 03 45.4
 AA8110;UTM  16      - 4,681,400.825   709,625.047   MT  1.00014071   +1 42 34.3
 AA8110
 AA8110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8110!SPC MI S     -   0.99995764  x   0.99996659  =   0.99992423
 AA8110!UTM  16      -   0.99995764  x   1.00014071  =   1.00009835
 AA8110
 AA8110                          SUPERSEDED SURVEY CONTROL
 AA8110
 AA8110  ELLIP H (09/20/95)  270.11   (m)                       GP(       ) 1 2
 AA8110
 AA8110.Superseded values are not recommended for survey control.
 AA8110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8110.See file dsdata.txt to determine how the superseded data were derived.
 AA8110
 AA8110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0962581401(NAD 83)
 AA8110_MARKER: I = METAL ROD
 AA8110_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8110_STAMPING: JXN C 1994
 AA8110_MARK LOGO: NGS   
 AA8110_PROJECTION: FLUSH
 AA8110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8110+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8110_ROD/PIPE-DEPTH: 29.6 meters
 AA8110_SLEEVE-DEPTH  : 1.3 meters
 AA8110
 AA8110  HISTORY     - Date     Condition        Report By
 AA8110  HISTORY     - 1994     MONUMENTED       NGS
 AA8110
 AA8110                          STATION DESCRIPTION
 AA8110
 AA8110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8110'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF JACKSON, IN THE
 AA8110'SOUTH SECTION OF THE JACKSON COUNTY AIRPORT, IN A GRASS PLOT WITH THE
 AA8110'FUEL TANKS, ABOUT 200 M (656.2 FT) EAST OF THE CONTROL TOWER.
 AA8110'OWNERSHIP--JACKSON COUNTY, 120 WEST MICHIGAN AVENUE, JACKSON, MI
 AA8110'49201.  AIRPORT MANAGER IS CYNDI GODFREY, PHONE 517-788-4225.  CALL IN
 AA8110'ADVANCE.  ESCORT REQUIRED AND GATE LOCKED.  TO REACH FROM THE OVERPASS
 AA8110'AT THE JUNCTION OF INTERSTATE HIGHWAY 94 AND AIRPORT ROAD (EXIT 137) ,
 AA8110'ON THE NORTHWEST SIDE OF JACKSON, GO SOUTH ON AIRPORT ROAD FOR 0.92 KM
 AA8110'(0.55 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, THEN SOUTH ON
 AA8110'ARGYLE ROAD FOR 1.18 KM (0.75 MI) TO A T-ROAD.  TURN RIGHT, WEST, ON
 AA8110'WILDWOOD AVENUE FOR 0.62 KM (0.40 MI) TO THE AIRPORT ENTRANCE ROAD ON
 AA8110'THE RIGHT.  TURN RIGHT, NORTH ON THE ENTRANCE ROAD FOR 0.07 KM (0.05
 AA8110'MI) TO THE MANAGERS OFFICE ON THE RIGHT IN A TWO-STORY BRICK BUILDING.
 AA8110'CONTINUE AHEAD ON THE ENTRANCE ROAD FOR 0.07 KM (0.05 MI) TO THE
 AA8110'CENTER OF A LARGE PAVED PARKING LOT ON THE SOUTH SIDE OF THE CONTROL
 AA8110'TOWER.  TURN RIGHT AND GO EAST FOR 0.07 KM (0.05 MI) ACROSS THE
 AA8110'PARKING LOT TO A GATE IN A NORTH-SOUTH CHAIN LINK FENCE.  PASS THROUGH
 AA8110'THE GATE AND CONTINUE EAST ACROSS A CONCRETE APRON FOR 0.07 KM (0.05
 AA8110'MI) TO ECHO TAXI ON LEFT IN FRONT OF A RED BRICK AND WOOD HANGAR.
 AA8110'TURN LEFT AND GO NORTH ON ECHO TAXI FOR 0.07 KM (0.05 MI) TO THE
 AA8110'JUNCTION WITH BRAVO TAXI AND THE STATION IN THE GRASS PLOT ON THE
 AA8110'LEFT.  ROD IS RECESSED 11 CM BELOW GROUND. STATION IS 62.4 M (204.7
 AA8110'FT) EAST OF THE EAST EDGE OF THE APRON ON THE NORTH SIDE OF THE
 AA8110'CONTROL TOWER, 47.7 M (156.5 FT) WEST OF THE WEST EDGE OF ECHO TAXI,
 AA8110'45.4 M (148.9 FT) WEST-NORTHWEST OF TAXI LIGHT 45T3 ON THE WEST SIDE
 AA8110'OF ECHO TAXI, 34.7 M (113.8 FT) SOUTH OF THE SOUTH EDGE OF BRAVO TAXI,
 AA8110'33.4 M (109.6 FT) SOUTH-SOUTHWEST OF TAXI LIGHT 1T1 ON THE SOUTH SIDE
 AA8110'OF BRAVO TAXI, AND 6.7 M (22.0 FT) SOUTHEAST OF THE EAST CORNER OF A
 AA8110'SQUARE GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0086 ***********************************************************************
 NF0086  DESIGNATION -  K
 NF0086  PID         -  NF0086
 NF0086  STATE/COUNTY-  MI/INGHAM
 NF0086  USGS QUAD   -  EAST LANSING (1970)
 NF0086
 NF0086                         *CURRENT SURVEY CONTROL
 NF0086  ___________________________________________________________________
 NF0086* NAD 83(1986)-  42 43 48.     (N)    084 29 39.     (W)     SCALED    
 NF0086* NAVD 88     -       254.81   (+/-2cm)     836.0    (feet)  VERTCON   
 NF0086  ___________________________________________________________________
 NF0086  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF0086
 NF0086  VERT ORDER  -  ? (See Below)
 NF0086
 NF0086.The horizontal coordinates were scaled from a topographic map and have
 NF0086.an estimated accuracy of +/- 6 seconds.
 NF0086
 NF0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF0086.The vertical order pertains to the NGVD 29 superseded value.
 NF0086
 NF0086.The geoid height was determined by GEOID03.
 NF0086
 NF0086;                    North         East    Units  Estimated Accuracy
 NF0086;SPC MI S     -   136,630.    3,989,560.      MT  (+/- 180 meters Scaled)
 NF0086
 NF0086                          SUPERSEDED SURVEY CONTROL
 NF0086
 NF0086  NGVD 29 (??/??/92)  254.940  (m)          836.42   (f) ADJ UNCH    ?  
 NF0086
 NF0086.Superseded values are not recommended for survey control.
 NF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0086.See file dsdata.txt to determine how the superseded data were derived.
 NF0086
 NF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN051338(NAD 83)
 NF0086_MARKER: Q = CHISELED SQUARE
 NF0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0086_SP_SET: BRIDGE WALK
 NF0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0086
 NF0086  HISTORY     - Date     Condition        Report By
 NF0086  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0086  HISTORY     - 1932     GOOD             MISCOL
 NF0086  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0086
 NF0086                          STATION DESCRIPTION
 NF0086
 NF0086'DESCRIBED BY MICHIGAN STATE COLLEGE 1932
 NF0086'AT EAST LANSING.
 NF0086'AT EAST LANSING, INGHAM COUNTY, AT THE MICHIGAN STATE COLLEGE
 NF0086'FARM, ON HARRISON ROAD, AT THE BRIDGE OVER RED CEDAR RIVER, AND
 NF0086'ON THE TOP OF THE NORTHEAST CORNER OF THE EAST WALK.  A CHISELED
 NF0086'SQUARE.
 NF0086
 NF0086                          STATION RECOVERY (1977)
 NF0086
 NF0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0298 ***********************************************************************
 OJ0298  DESIGNATION -  K 100
 OJ0298  PID         -  OJ0298
 OJ0298  STATE/COUNTY-  MI/LAPEER
 OJ0298  USGS QUAD   -  MARLETTE (1980)
 OJ0298
 OJ0298                         *CURRENT SURVEY CONTROL
 OJ0298  ___________________________________________________________________
 OJ0298* NAD 83(1986)-  43 15 21.     (N)    083 01 33.     (W)     SCALED    
 OJ0298* NAVD 88     -       253.687  (meters)     832.30   (feet)  ADJUSTED  
 OJ0298  ___________________________________________________________________
 OJ0298  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OJ0298  DYNAMIC HT  -         253.632 (meters)     832.12  (feet)  COMP
 OJ0298  MODELED GRAV-     980,393.5   (mgal)                       NAVD 88
 OJ0298
 OJ0298  VERT ORDER  -  SECOND    CLASS 0
 OJ0298
 OJ0298.The horizontal coordinates were scaled from a topographic map and have
 OJ0298.an estimated accuracy of +/- 6 seconds.
 OJ0298
 OJ0298.The orthometric height was determined by differential leveling
 OJ0298.and adjusted by the National Geodetic Survey in June 1991..
 OJ0298
 OJ0298.The geoid height was determined by GEOID03.
 OJ0298
 OJ0298.The dynamic height is computed by dividing the NAVD 88
 OJ0298.geopotential number by the normal gravity value computed on the
 OJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0298.degrees latitude (g = 980.6199 gals.).
 OJ0298
 OJ0298.The modeled gravity was interpolated from observed gravity values.
 OJ0298
 OJ0298;                    North         East    Units  Estimated Accuracy
 OJ0298;SPC MI S     -   195,900.    4,108,870.      MT  (+/- 180 meters Scaled)
 OJ0298
 OJ0298                          SUPERSEDED SURVEY CONTROL
 OJ0298
 OJ0298  NGVD 29 (??/??/92)  253.812  (m)          832.71   (f) ADJ UNCH    2 0
 OJ0298
 OJ0298.Superseded values are not recommended for survey control.
 OJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0298.See file dsdata.txt to determine how the superseded data were derived.
 OJ0298
 OJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH355912(NAD 83)
 OJ0298_MARKER: DB = BENCH MARK DISK
 OJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0298_STAMPING: K 100 1934
 OJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0298+STABILITY: SURFACE MOTION
 OJ0298
 OJ0298  HISTORY     - Date     Condition        Report By
 OJ0298  HISTORY     - 1934     MONUMENTED       CGS
 OJ0298  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 OJ0298
 OJ0298                          STATION DESCRIPTION
 OJ0298
 OJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0298'3.6 MI NW FROM BROWN CITY.
 OJ0298'IN LAPEER COUNTY, 3.6 MILES NORTHWEST ALONG THE PERE MARQUETTE
 OJ0298'RAILWAY FROM THE STATION AT BROWN CITY, SANILAC COUNTY, AT A
 OJ0298'GRAVEL-ROAD CROSSING, 25 FEET NORTH OF THE CENTERLINE OF THE
 OJ0298'ROAD, 33 FEET EAST OF A WIRE FENCE, 19 FEET WEST OF THE WEST
 OJ0298'RAIL, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 OJ0298'K 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0298
 OJ0298                          STATION RECOVERY (1997)
 OJ0298
 OJ0298'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0247 ***********************************************************************
 OJ0247  DESIGNATION -  K 101
 OJ0247  PID         -  OJ0247
 OJ0247  STATE/COUNTY-  MI/TUSCOLA
 OJ0247  USGS QUAD   -  KINGSTON (1963)
 OJ0247
 OJ0247                         *CURRENT SURVEY CONTROL
 OJ0247  ___________________________________________________________________
 OJ0247* NAD 83(1986)-  43 29 57.     (N)    083 11 41.     (W)     SCALED    
 OJ0247* NAVD 88     -       228.251  (meters)     748.85   (feet)  ADJUSTED  
 OJ0247  ___________________________________________________________________
 OJ0247  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OJ0247  DYNAMIC HT  -         228.208 (meters)     748.71  (feet)  COMP
 OJ0247  MODELED GRAV-     980,424.2   (mgal)                       NAVD 88
 OJ0247
 OJ0247  VERT ORDER  -  SECOND    CLASS 0
 OJ0247
 OJ0247.The horizontal coordinates were scaled from a topographic map and have
 OJ0247.an estimated accuracy of +/- 6 seconds.
 OJ0247
 OJ0247.The orthometric height was determined by differential leveling
 OJ0247.and adjusted by the National Geodetic Survey in June 1991..
 OJ0247
 OJ0247.The geoid height was determined by GEOID03.
 OJ0247
 OJ0247.The dynamic height is computed by dividing the NAVD 88
 OJ0247.geopotential number by the normal gravity value computed on the
 OJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0247.degrees latitude (g = 980.6199 gals.).
 OJ0247
 OJ0247.The modeled gravity was interpolated from observed gravity values.
 OJ0247
 OJ0247;                    North         East    Units  Estimated Accuracy
 OJ0247;SPC MI S     -   222,730.    4,094,780.      MT  (+/- 180 meters Scaled)
 OJ0247
 OJ0247                          SUPERSEDED SURVEY CONTROL
 OJ0247
 OJ0247  NGVD 29 (??/??/92)  228.380  (m)          749.28   (f) ADJ UNCH    2 0
 OJ0247
 OJ0247.Superseded values are not recommended for survey control.
 OJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0247.See file dsdata.txt to determine how the superseded data were derived.
 OJ0247
 OJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ225185(NAD 83)
 OJ0247_MARKER: DB = BENCH MARK DISK
 OJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0247_STAMPING: K 101 1934
 OJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0247+STABILITY: SURFACE MOTION
 OJ0247
 OJ0247  HISTORY     - Date     Condition        Report By
 OJ0247  HISTORY     - 1934     MONUMENTED       CGS
 OJ0247  HISTORY     - 19990529 GOOD             USPSQD
 OJ0247  HISTORY     - 20041025 GOOD             USPSQD
 OJ0247
 OJ0247                          STATION DESCRIPTION
 OJ0247
 OJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0247'1 MI S FROM DEFORD.
 OJ0247'1.0 MILE SOUTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0247'AT DEFORD, TUSCOLA COUNTY, AT THE FIRST CROSSING SOUTH OF THE
 OJ0247'STATION, AT A DIRT-ROAD CROSSING, 28.0 FEET NORTH OF THE
 OJ0247'CENTERLINE OF THE ROAD, 18.7 FEET EAST OF THE EAST RAIL, 9.1
 OJ0247'FEET NORTHWEST OF THE CORNER FENCE POST, AND ABOUT 8 INCHES
 OJ0247'HIGHER THAN THE TOP OF RAIL.  A STANDARD DISK, STAMPED K 101
 OJ0247'1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0247
 OJ0247                          STATION RECOVERY (1999)
 OJ0247
 OJ0247'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0247'RECOVERED IN GOOD CONDITION.
 OJ0247
 OJ0247                          STATION RECOVERY (2004)
 OJ0247
 OJ0247'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0247'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0096 ***********************************************************************
 OJ0096  DESIGNATION -  K 102
 OJ0096  PID         -  OJ0096
 OJ0096  STATE/COUNTY-  MI/SANILAC
 OJ0096  USGS QUAD   -  SNOVER (1963)
 OJ0096
 OJ0096                         *CURRENT SURVEY CONTROL
 OJ0096  ___________________________________________________________________
 OJ0096* NAD 83(1986)-  43 27 31.     (N)    082 55 51.     (W)     SCALED    
 OJ0096* NAVD 88     -       240.362  (meters)     788.59   (feet)  ADJUSTED  
 OJ0096  ___________________________________________________________________
 OJ0096  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 OJ0096  DYNAMIC HT  -         240.315 (meters)     788.43  (feet)  COMP
 OJ0096  MODELED GRAV-     980,416.8   (mgal)                       NAVD 88
 OJ0096
 OJ0096  VERT ORDER  -  SECOND    CLASS 0
 OJ0096
 OJ0096.The horizontal coordinates were scaled from a topographic map and have
 OJ0096.an estimated accuracy of +/- 6 seconds.
 OJ0096
 OJ0096.The orthometric height was determined by differential leveling
 OJ0096.and adjusted by the National Geodetic Survey in June 1991..
 OJ0096
 OJ0096.The geoid height was determined by GEOID03.
 OJ0096
 OJ0096.The dynamic height is computed by dividing the NAVD 88
 OJ0096.geopotential number by the normal gravity value computed on the
 OJ0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0096.degrees latitude (g = 980.6199 gals.).
 OJ0096
 OJ0096.The modeled gravity was interpolated from observed gravity values.
 OJ0096
 OJ0096;                    North         East    Units  Estimated Accuracy
 OJ0096;SPC MI S     -   218,550.    4,116,190.      MT  (+/- 180 meters Scaled)
 OJ0096
 OJ0096                          SUPERSEDED SURVEY CONTROL
 OJ0096
 OJ0096  NGVD 29 (??/??/92)  240.472  (m)          788.95   (f) ADJ UNCH    2 0
 OJ0096
 OJ0096.Superseded values are not recommended for survey control.
 OJ0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0096.See file dsdata.txt to determine how the superseded data were derived.
 OJ0096
 OJ0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ437135(NAD 83)
 OJ0096_MARKER: DB = BENCH MARK DISK
 OJ0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0096_STAMPING: K 102 1934
 OJ0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0096+STABILITY: SURFACE MOTION
 OJ0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0096+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2005
 OJ0096
 OJ0096  HISTORY     - Date     Condition        Report By
 OJ0096  HISTORY     - 1934     MONUMENTED       CGS
 OJ0096  HISTORY     - 1938     GOOD             NGS
 OJ0096  HISTORY     - 19940718 GOOD             USPSQD
 OJ0096  HISTORY     - 20051110 GOOD             SPICE
 OJ0096
 OJ0096                          STATION DESCRIPTION
 OJ0096
 OJ0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 OJ0096'2.1 MI E FROM SNOVER.
 OJ0096'2.1 MILES EAST ALONG THE DETROIT, CARO AND SANDUSKY RAILWAY
 OJ0096'FROM THE STATION AT SNOVER, SANILAC COUNTY, AT ELMER SIDING, 300
 OJ0096'YARDS NORTHEAST OF A CONCRETE SILO, 18 FEET EAST OF THE FROG
 OJ0096'OF THE SIDING 25.6 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 OJ0096'TRACK, 4.6 FEET NORTHEAST OF A WIRE FENCE CORNER POST, AND 1
 OJ0096'FOOT HIGHER THAN THE TOP OF THE MAIN TRACK RAIL.  A STANDARD
 OJ0096'DISK, STAMPED K 102 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0096
 OJ0096                          STATION RECOVERY (1994)
 OJ0096
 OJ0096'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0096'RECOVERED IN GOOD CONDITION.
 OJ0096
 OJ0096                          STATION RECOVERY (2005)
 OJ0096
 OJ0096'RECOVERY NOTE BY SPICER ENGINEERING COMPANY 2005 (ES)
 OJ0096'MONUMENT WAS RECOVERED AS DESCRIBED AND IN STABLE CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0059 ***********************************************************************
 OK0059  DESIGNATION -  K 103
 OK0059  PID         -  OK0059
 OK0059  STATE/COUNTY-  MI/CLINTON
 OK0059  USGS QUAD   -  OVID WEST (1974)
 OK0059
 OK0059                         *CURRENT SURVEY CONTROL
 OK0059  ___________________________________________________________________
 OK0059* NAD 83(1986)-  43 05 35.     (N)    084 22 55.     (W)     SCALED    
 OK0059* NAVD 88     -       218.888  (meters)     718.13   (feet)  ADJUSTED  
 OK0059  ___________________________________________________________________
 OK0059  GEOID HEIGHT-         -32.92  (meters)                     GEOID03
 OK0059  DYNAMIC HT  -         218.843 (meters)     717.99  (feet)  COMP
 OK0059  MODELED GRAV-     980,406.1   (mgal)                       NAVD 88
 OK0059
 OK0059  VERT ORDER  -  SECOND    CLASS 0
 OK0059
 OK0059.The horizontal coordinates were scaled from a topographic map and have
 OK0059.an estimated accuracy of +/- 6 seconds.
 OK0059
 OK0059.The orthometric height was determined by differential leveling
 OK0059.and adjusted by the National Geodetic Survey in June 1991..
 OK0059
 OK0059.The geoid height was determined by GEOID03.
 OK0059
 OK0059.The dynamic height is computed by dividing the NAVD 88
 OK0059.geopotential number by the normal gravity value computed on the
 OK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0059.degrees latitude (g = 980.6199 gals.).
 OK0059
 OK0059.The modeled gravity was interpolated from observed gravity values.
 OK0059
 OK0059;                    North         East    Units  Estimated Accuracy
 OK0059;SPC MI S     -   176,950.    3,998,760.      MT  (+/- 180 meters Scaled)
 OK0059
 OK0059                          SUPERSEDED SURVEY CONTROL
 OK0059
 OK0059  NGVD 29 (??/??/92)  219.041  (m)          718.64   (f) ADJ UNCH    2 0
 OK0059
 OK0059.Superseded values are not recommended for survey control.
 OK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0059.See file dsdata.txt to determine how the superseded data were derived.
 OK0059
 OK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN130744(NAD 83)
 OK0059_MARKER: DB = BENCH MARK DISK
 OK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0059_STAMPING: K 103 1934
 OK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0059+STABILITY: SURFACE MOTION
 OK0059
 OK0059  HISTORY     - Date     Condition        Report By
 OK0059  HISTORY     - 1934     MONUMENTED       CGS
 OK0059  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0059
 OK0059                          STATION DESCRIPTION
 OK0059
 OK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0059'AT ELSIE.
 OK0059'AT ELSIE, CLINTON COUNTY, ON THE ANN ARBOR RAILROAD, 20 YARDS
 OK0059'SOUTHWEST OF THE STATION, 25 YARDS EAST OF THE ELSIE ELEVATOR
 OK0059'CO. STOREHOUSE, 4 YARDS WEST OF THE WEST RAIL, AND LEVEL WITH THE
 OK0059'TOP OF RAIL.  A STANDARD DISK, STAMPED K 103 1934 AND SET IN THE
 OK0059'TOP OF A CONCRETE POST.
 OK0059
 OK0059                          STATION RECOVERY (1974)
 OK0059
 OK0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0023 ***********************************************************************
 NF0023  DESIGNATION -  K 104 RESET
 NF0023  PID         -  NF0023
 NF0023  STATE/COUNTY-  MI/INGHAM
 NF0023  USGS QUAD   -  MILLVILLE (1973)
 NF0023
 NF0023                         *CURRENT SURVEY CONTROL
 NF0023  ___________________________________________________________________
 NF0023* NAD 83(1994)-  42 36 01.79781(N)    084 11 36.06665(W)     ADJUSTED  
 NF0023* NAVD 88     -       277.7    (meters)     911.     (feet)  GPS OBS   
 NF0023  ___________________________________________________________________
 NF0023  X           -     475,738.533 (meters)                     COMP
 NF0023  Y           -  -4,678,159.460 (meters)                     COMP
 NF0023  Z           -   4,295,104.472 (meters)                     COMP
 NF0023  LAPLACE CORR-           3.01  (seconds)                    DEFLEC99
 NF0023  ELLIP HEIGHT-         244.49  (meters)          (07/17/02) GPS OBS
 NF0023  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF0023
 NF0023  HORZ ORDER  -  FIRST
 NF0023  VERT ORDER  -  THIRD (See Below)
 NF0023  ELLP ORDER  -  FOURTH    CLASS I
 NF0023
 NF0023.The horizontal coordinates were established by GPS observations
 NF0023.and adjusted by the National Geodetic Survey in February 1997..
 NF0023
 NF0023.The orthometric height was determined by GPS observations and a
 NF0023.high-resolution geoid model.
 NF0023.The vertical order pertains to the NGVD 29 superseded value.
 NF0023
 NF0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0023
 NF0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0023
 NF0023.The ellipsoidal height was determined by GPS observations
 NF0023.and is referenced to NAD 83.
 NF0023
 NF0023.The geoid height was determined by GEOID03.
 NF0023
 NF0023;                    North         East     Units Scale Factor Converg.
 NF0023;SPC MI S     -   122,255.130 4,014,222.310   MT  0.99991914   +0 07 04.6
 NF0023;SPC MI S     -   401,099.51 13,170,020.70   iFT  0.99991914   +0 07 04.6
 NF0023;UTM  16      - 4,720,271.311   730,249.615   MT  1.00025230   +1 54 02.2
 NF0023
 NF0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0023!SPC MI S     -   0.99996166  x   0.99991914  =   0.99988080
 NF0023!UTM  16      -   0.99996166  x   1.00025230  =   1.00021395
 NF0023
 NF0023                          SUPERSEDED SURVEY CONTROL
 NF0023
 NF0023  ELLIP H (02/03/97)  244.55   (m)                       GP(       ) 4 1
 NF0023  NAD 83(1986)-  42 36 01.79953(N)    084 11 36.08901(W) AD(       ) 1
 NF0023  NAD 83(1986)-  42 36 01.80049(N)    084 11 36.08380(W) AD(       ) 3
 NF0023  NGVD 29 (03/27/06)  277.91   (m)          911.8    (f) RESET       3  
 NF0023
 NF0023.Superseded values are not recommended for survey control.
 NF0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0023.See file dsdata.txt to determine how the superseded data were derived.
 NF0023
 NF0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3025020271(NAD 83)
 NF0023_MARKER: DB = BENCH MARK DISK
 NF0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0023_SP_SET: CONCRETE POST
 NF0023_STAMPING: K 104 RESET 1969
 NF0023_MARK LOGO: CGS   
 NF0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0023+STABILITY: SURFACE MOTION
 NF0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0023+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1991
 NF0023
 NF0023  HISTORY     - Date     Condition        Report By
 NF0023  HISTORY     - 1969     MONUMENTED       MIDH
 NF0023  HISTORY     - 1969     GOOD             NGS
 NF0023  HISTORY     - 19890106 GOOD             NGS
 NF0023  HISTORY     - 19901127 GOOD             MIDH
 NF0023  HISTORY     - 19910626 GOOD             NGS
 NF0023  HISTORY     - 20050923 GOOD             USPSQD
 NF0023
 NF0023                          STATION DESCRIPTION
 NF0023
 NF0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0023'6 MI SW FROM WEBERVILLE.
 NF0023'4.0 MILES SOUTH ALONG STATE HIGHWAY 43 AND 52 FROM ITS JUNCTION
 NF0023'WITH INTERSTATE 96 ABOUT 2 MILES SOUTHWEST OF WEBERVILLE, 1
 NF0023'FOOT SOUTHWEST OF A FENCE, 82 FEET NORTH OF THE CENTERLINE
 NF0023'OF HOWELL ROAD, 135 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 NF0023'SET IN THE TOP OF A 6 X 10 INCH CONCRETE POST PROJECTING ABOUT
 NF0023'1 FOOT.
 NF0023
 NF0023                          STATION RECOVERY (1989)
 NF0023
 NF0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF0023'THE STATION IS LOCATED ABOUT 21.3 KM (13.25 MI) EAST-NORTHEAST OF
 NF0023'MASON, 11.7 KM (7.25 MI) SOUTHWEST OF FOWLERVILLE AND 7.2 KM
 NF0023'(4.45 MI) SOUTH-SOUTHWEST OF WEBBERVILLE.  OWNERSHIP--MICHIGAN
 NF0023'DEPARTMENT OF TRANSPORTATION.
 NF0023'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT
 NF0023'122) AND STATE HIGHWAY 52, ABOUT 2.1 KM (1.30 MI) SOUTHWEST OF
 NF0023'WEBBERVILLE, GO SOUTH ON HIGHWAY 52 FOR 6.56 KM (4.10 MI) TO HOWELL
 NF0023'ROAD AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE
 NF0023'INTERSECTION.
 NF0023'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NF0023'MONUMENT THAT PROJECTS 35 CM.  LOCATED 42.1 M (138.1 FT) EAST OF THE
 NF0023'CENTERLINE OF STATE HIGHWAY 52, 25.9 M (85.0 FT) NORTH OF THE CENTER
 NF0023'OF HOWELL ROAD, 21.8 M (71.5 FT) NORTHWEST OF A FENCE CORNER, 0.5 M
 NF0023'(1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A CARSONITE
 NF0023'WITNESS POST AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 NF0023'DESCRIBED BY E.J. HANSMANN.
 NF0023
 NF0023                          STATION RECOVERY (1990)
 NF0023
 NF0023'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NF0023'THE STATION IS LOCATED IN QUAD. 420841, APPROXIMATELY 13 MILES
 NF0023'EAST-NORTHEAST OF MASON, 7-1/4 MILES SOUTHWEST OF FOWLERVILLE AND
 NF0023'4-1/2 MILES SOUTH-SOUTHWEST OF WEBBERVILLE.  OWNERSHIP--HIGHWAY
 NF0023'RIGHT-OF-WAY OF M-52.
 NF0023'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT
 NF0023'122) AND STATE HIGHWAY 52, ABOUT 1.3 MI (2.1 KM) SOUTHWEST OF
 NF0023'WEBBERVILLE, GO SOUTH ON HIGHWAY 52 FOR 4.08 MI (6.57 KM) TO HOWELL
 NF0023'ROAD AND STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THIS
 NF0023'INTERSECTION.
 NF0023'THE STATION IS A STANDARD CGS   DISC SET IN THE TOP OF A SQUARE
 NF0023'CONCRETE MONUMENT THAT PROJECTS 35 CM.  LOCATED ABOUT 138.1 FT
 NF0023'(42.1 M) EAST OF THE CEDNTERLINE OF STATE HIGHWAY M-52, 85 FT
 NF0023'(25.9 M) NORTH OF THE CENTER OF HOWELL ROAD, 71.5 FT (21.8 M)
 NF0023'NORTHWEST OF A FENCE CORNER , 1.6 FT (0.5 M) SOUTHWEST OF A FENCE 1.0
 NF0023'FT (0.3 M) NORTH FROM A CARSONITE WITNESS POST AND 1.0 FT (0.3 M)
 NF0023'SOUTH FROM A CARSONITE WITNESS POST.
 NF0023'DESCRIBED BY MIDH.
 NF0023
 NF0023                          STATION RECOVERY (1991)
 NF0023
 NF0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF0023'THE STATION IS LOCATED ABOUT 21.3 KM (13.2 MI) EAST-NORTHEAST OF
 NF0023'MASON, 11.7 KM (7.3 MI) SOUTHWEST OF FOWLERVILLE AND 7.2 KM (4.5 MI)
 NF0023'SOUTH-SOUTHWEST OF WEBBERVILLE.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 NF0023'TRANSPORTATION.
 NF0023'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT
 NF0023'122) AND STATE HIGHWAY 52, ABOUT 2.1 KM (1.3 MI) SOUTHWEST OF
 NF0023'WEBBERVILLE, GO SOUTH ON HIGHWAY 52 FOR 6.56 KM (4.08 MI) TO HOWELL
 NF0023'ROAD AND THE STATION ON THE LEFT IN THE NORTHEAST QUADRANT OF THE
 NF0023'INTERSECTION.
 NF0023'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NF0023'MONUMENT THAT PROJECTS 35 CM.  LOCATED 42.1 M (138.1 FT) EAST OF THE
 NF0023'CENTERLINE OF STATE HIGHWAY 52, 25.9 M (85.0 FT) NORTH OF THE CENTER
 NF0023'OF HOWELL ROAD, 21.8 M (71.5 FT) NORTHWEST OF A FENCE CORNER, 0.5 M
 NF0023'(1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) NORTH OF A CARSONITE
 NF0023'WITNESS POST AND 0.3 M (1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 NF0023
 NF0023                          STATION RECOVERY (2005)
 NF0023
 NF0023'RECOVERY NOTE BY US POWER SQUADRON 2005 (BPV)
 NF0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0808 ***********************************************************************
 NE0808  DESIGNATION -  K 105
 NE0808  PID         -  NE0808
 NE0808  STATE/COUNTY-  MI/LIVINGSTON
 NE0808  USGS QUAD   -  HOWELL (1983)
 NE0808
 NE0808                         *CURRENT SURVEY CONTROL
 NE0808  ___________________________________________________________________
 NE0808* NAD 83(1986)-  42 35 23.     (N)    083 54 38.     (W)     SCALED    
 NE0808* NAVD 88     -       281.565  (meters)     923.77   (feet)  ADJUSTED  
 NE0808  ___________________________________________________________________
 NE0808  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE0808  DYNAMIC HT  -         281.492 (meters)     923.53  (feet)  COMP
 NE0808  MODELED GRAV-     980,356.4   (mgal)                       NAVD 88
 NE0808
 NE0808  VERT ORDER  -  SECOND    CLASS 0
 NE0808
 NE0808.The horizontal coordinates were scaled from a topographic map and have
 NE0808.an estimated accuracy of +/- 6 seconds.
 NE0808
 NE0808.The orthometric height was determined by differential leveling
 NE0808.and adjusted by the National Geodetic Survey in June 1991..
 NE0808
 NE0808.The geoid height was determined by GEOID03.
 NE0808
 NE0808.The dynamic height is computed by dividing the NAVD 88
 NE0808.geopotential number by the normal gravity value computed on the
 NE0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0808.degrees latitude (g = 980.6199 gals.).
 NE0808
 NE0808.The modeled gravity was interpolated from observed gravity values.
 NE0808
 NE0808;                    North         East    Units  Estimated Accuracy
 NE0808;SPC MI S     -   121,150.    4,037,440.      MT  (+/- 180 meters Scaled)
 NE0808
 NE0808                          SUPERSEDED SURVEY CONTROL
 NE0808
 NE0808  NGVD 29 (??/??/92)  281.696  (m)          924.20   (f) ADJ UNCH    2 0
 NE0808
 NE0808.Superseded values are not recommended for survey control.
 NE0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0808.See file dsdata.txt to determine how the superseded data were derived.
 NE0808
 NE0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH611193(NAD 83)
 NE0808_MARKER: DB = BENCH MARK DISK
 NE0808_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0808_SP_SET: CONCRETE BLOCK
 NE0808_STAMPING: K 105 1934
 NE0808_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0808
 NE0808  HISTORY     - Date     Condition        Report By
 NE0808  HISTORY     - 1934     MONUMENTED       CGS
 NE0808  HISTORY     - 1973     POOR             MPS
 NE0808  HISTORY     - 19950429 MARK NOT FOUND   USPSQD
 NE0808
 NE0808                          STATION DESCRIPTION
 NE0808
 NE0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0808'2 MI S FROM HOWELL.
 NE0808'2.0 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0808'AT HOWELL, LIVINGSTON COUNTY, 16.3 FEET SOUTH OF MILEPOST 72,
 NE0808'50 YARDS SOUTH OF THE JUNCTION OF THE PERE MARQUETTE RAILWAY
 NE0808'(NOW CHESAPEAKE AND OHIO RAILWAY), 53 YARDS SOUTH OF THE
 NE0808'SOUTHWEST CORNER OF AN INTERLOCKING TOWER, 6.2 FEET EAST OF THE
 NE0808'EAST RAIL, AND IN THE CONCRETE BLOCK SUPPORTING A SWITCH
 NE0808'APPARATUS, AND 0.7 FOOT SOUTHWEST OF THE NORTHEAST CORNER.  A
 NE0808'STANDARD DISK, STAMPED K 105 1934.
 NE0808
 NE0808                          STATION RECOVERY (1973)
 NE0808
 NE0808'RECOVERY NOTE BY MACNAMEE PORTER AND SEELEY 1973
 NE0808'MARK RECOVERED IN POOR CONDITION.
 NE0808
 NE0808                          STATION RECOVERY (1995)
 NE0808
 NE0808'RECOVERY NOTE BY US POWER SQUADRON 1995
 NE0808'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0740 ***********************************************************************
 NE0740  DESIGNATION -  K 106
 NE0740  PID         -  NE0740
 NE0740  STATE/COUNTY-  MI/OAKLAND
 NE0740  USGS QUAD   -  SALEM (1980)
 NE0740
 NE0740                         *CURRENT SURVEY CONTROL
 NE0740  ___________________________________________________________________
 NE0740* NAD 83(1986)-  42 29 57.     (N)    083 37 15.     (W)     SCALED    
 NE0740* NAVD 88     -       283.354  (meters)     929.64   (feet)  ADJUSTED  
 NE0740  ___________________________________________________________________
 NE0740  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NE0740  DYNAMIC HT  -         283.274 (meters)     929.37  (feet)  COMP
 NE0740  MODELED GRAV-     980,330.2   (mgal)                       NAVD 88
 NE0740
 NE0740  VERT ORDER  -  SECOND    CLASS 0
 NE0740
 NE0740.The horizontal coordinates were scaled from a topographic map and have
 NE0740.an estimated accuracy of +/- 6 seconds.
 NE0740
 NE0740.The orthometric height was determined by differential leveling
 NE0740.and adjusted by the National Geodetic Survey in June 1991..
 NE0740
 NE0740.The geoid height was determined by GEOID03.
 NE0740
 NE0740.The dynamic height is computed by dividing the NAVD 88
 NE0740.geopotential number by the normal gravity value computed on the
 NE0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0740.degrees latitude (g = 980.6199 gals.).
 NE0740
 NE0740.The modeled gravity was interpolated from observed gravity values.
 NE0740
 NE0740;                    North         East    Units  Estimated Accuracy
 NE0740;SPC MI S     -   111,260.    4,061,300.      MT  (+/- 180 meters Scaled)
 NE0740
 NE0740                          SUPERSEDED SURVEY CONTROL
 NE0740
 NE0740  NGVD 29 (??/??/92)  283.479  (m)          930.05   (f) ADJ UNCH    2 0
 NE0740
 NE0740.Superseded values are not recommended for survey control.
 NE0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0740.See file dsdata.txt to determine how the superseded data were derived.
 NE0740
 NE0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH846085(NAD 83)
 NE0740_MARKER: DB = BENCH MARK DISK
 NE0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0740_STAMPING: K 106 1934
 NE0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0740+STABILITY: SURFACE MOTION
 NE0740
 NE0740  HISTORY     - Date     Condition        Report By
 NE0740  HISTORY     - 1934     MONUMENTED       CGS
 NE0740  HISTORY     - 1938     GOOD             NGS
 NE0740  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0740
 NE0740                          STATION DESCRIPTION
 NE0740
 NE0740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0740'3 MI NE FROM SOUTH LYON.
 NE0740'ABOUT 3.0 MILES NORTHEAST ALONG THE GRAND TRUNK RAILWAY FROM
 NE0740'THE STATION AT SOUTH LYON, OAKLAND COUNTY, ABOUT 100 YARDS EAST
 NE0740'OF MILEPOST 56, AT A ROAD CROSSING, ABOUT 13 YARDS SOUTHWEST
 NE0740'OF THE CROSSING OF THE CENTERLINE OF THE ROAD AND THE SOUTH
 NE0740'RAIL, 23 FEET SOUTH OF THE SOUTH RAIL, ABOUT 7 YARDS WEST OF
 NE0740'A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN THE TOP OF RAIL.
 NE0740'A STANDARD DISK, STAMPED K 106 1934 AND SET IN THE TOP OF A
 NE0740'CONCRETE POST.
 NE0740
 NE0740                          STATION RECOVERY (2006)
 NE0740
 NE0740'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0740'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0155 ***********************************************************************
 NF0155  DESIGNATION -  K 109
 NF0155  PID         -  NF0155
 NF0155  STATE/COUNTY-  MI/LENAWEE
 NF0155  USGS QUAD   -  CEMENT CITY (1971)
 NF0155
 NF0155                         *CURRENT SURVEY CONTROL
 NF0155  ___________________________________________________________________
 NF0155* NAD 83(1986)-  42 04 01.     (N)    084 19 43.     (W)     SCALED    
 NF0155* NAVD 88     -       318.199  (meters)    1043.96   (feet)  ADJUSTED  
 NF0155  ___________________________________________________________________
 NF0155  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0155  DYNAMIC HT  -         318.079 (meters)    1043.56  (feet)  COMP
 NF0155  MODELED GRAV-     980,235.7   (mgal)                       NAVD 88
 NF0155
 NF0155  VERT ORDER  -  SECOND    CLASS 0
 NF0155
 NF0155.The horizontal coordinates were scaled from a topographic map and have
 NF0155.an estimated accuracy of +/- 6 seconds.
 NF0155
 NF0155.The orthometric height was determined by differential leveling
 NF0155.and adjusted by the National Geodetic Survey in June 1991..
 NF0155
 NF0155.The geoid height was determined by GEOID03.
 NF0155
 NF0155.The dynamic height is computed by dividing the NAVD 88
 NF0155.geopotential number by the normal gravity value computed on the
 NF0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0155.degrees latitude (g = 980.6199 gals.).
 NF0155
 NF0155.The modeled gravity was interpolated from observed gravity values.
 NF0155
 NF0155;                    North         East    Units  Estimated Accuracy
 NF0155;SPC MI S     -    62,980.    4,003,150.      MT  (+/- 180 meters Scaled)
 NF0155
 NF0155                          SUPERSEDED SURVEY CONTROL
 NF0155
 NF0155  NGVD 29 (??/??/92)  318.315  (m)         1044.34   (f) ADJ UNCH    2 0
 NF0155
 NF0155.Superseded values are not recommended for survey control.
 NF0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0155.See file dsdata.txt to determine how the superseded data were derived.
 NF0155
 NF0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM210606(NAD 83)
 NF0155_MARKER: DB = BENCH MARK DISK
 NF0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0155_STAMPING: K 109 1934
 NF0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0155+STABILITY: SURFACE MOTION
 NF0155
 NF0155  HISTORY     - Date     Condition        Report By
 NF0155  HISTORY     - 1934     MONUMENTED       CGS
 NF0155
 NF0155                          STATION DESCRIPTION
 NF0155
 NF0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0155'0.2 MI S FROM CEMENT CITY.
 NF0155'0.2 MILE SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0155'THE STATION AT CEMENT CITY, LENAWEE COUNTY, 54 FEET NORTHEAST
 NF0155'OF THE EAST RAIL AT THE CROSSING OF THE CENTERLINE OF A GRAVEL
 NF0155'ROAD, 48 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21.1 FEET
 NF0155'EAST OF THE EAST RAIL, 20.8 FEET WEST OF A WIRE FENCE, 15.8
 NF0155'FEET NORTH OF POLE 13+20, AND 2 FEET LOWER THAN THE TRACK.  A
 NF0155'STANDARD DISK, STAMPED K 109 1934 AND SET IN THE TOP OF A
 NF0155'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0224 ***********************************************************************
 NF0224  DESIGNATION -  K 11
 NF0224  PID         -  NF0224
 NF0224  STATE/COUNTY-  MI/JACKSON
 NF0224  USGS QUAD   -  SPRING ARBOR (1981)
 NF0224
 NF0224                         *CURRENT SURVEY CONTROL
 NF0224  ___________________________________________________________________
 NF0224* NAD 83(1986)-  42 14 49.     (N)    084 37 26.     (W)     SCALED    
 NF0224* NAVD 88     -       298.980  (meters)     980.90   (feet)  ADJUSTED  
 NF0224  ___________________________________________________________________
 NF0224  GEOID HEIGHT-         -34.03  (meters)                     GEOID03
 NF0224  DYNAMIC HT  -         298.874 (meters)     980.56  (feet)  COMP
 NF0224  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 NF0224
 NF0224  VERT ORDER  -  FIRST     CLASS II
 NF0224
 NF0224.The horizontal coordinates were scaled from a topographic map and have
 NF0224.an estimated accuracy of +/- 6 seconds.
 NF0224
 NF0224.The orthometric height was determined by differential leveling
 NF0224.and adjusted by the National Geodetic Survey in June 1991..
 NF0224
 NF0224.The geoid height was determined by GEOID03.
 NF0224
 NF0224.The dynamic height is computed by dividing the NAVD 88
 NF0224.geopotential number by the normal gravity value computed on the
 NF0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0224.degrees latitude (g = 980.6199 gals.).
 NF0224
 NF0224.The modeled gravity was interpolated from observed gravity values.
 NF0224
 NF0224;                    North         East    Units  Estimated Accuracy
 NF0224;SPC MI S     -    83,000.    3,978,770.      MT  (+/- 180 meters Scaled)
 NF0224
 NF0224                          SUPERSEDED SURVEY CONTROL
 NF0224
 NF0224  NGVD 29 (??/??/92)  299.103  (m)          981.31   (f) ADJ UNCH    1 2
 NF0224
 NF0224.Superseded values are not recommended for survey control.
 NF0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0224.See file dsdata.txt to determine how the superseded data were derived.
 NF0224
 NF0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM960799(NAD 83)
 NF0224_MARKER: DB = BENCH MARK DISK
 NF0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0224_STAMPING: ELEV 981.307 FT K 11 1916
 NF0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0224+STABILITY: SURFACE MOTION
 NF0224
 NF0224  HISTORY     - Date     Condition        Report By
 NF0224  HISTORY     - 1916     MONUMENTED       CGS
 NF0224  HISTORY     - 1934     GOOD             NGS
 NF0224  HISTORY     - 1977     MARK NOT FOUND   USGS
 NF0224  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0224  HISTORY     - 19910714 MARK NOT FOUND   USPSQD
 NF0224
 NF0224                          STATION DESCRIPTION
 NF0224
 NF0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0224'1.4 MI SW FROM PARMA.
 NF0224'1.4 MILES SOUTHWEST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 NF0224'THE STAION AT PARMA, JACKSON COUNTY, 9 RAILS SOUTHWEST OF THE
 NF0224'CENTER OF AN EAST-AND-WEST CROSSING, AND 44 FEET NORTHWEST
 NF0224'OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED ELEV 981.307
 NF0224'FT K 11 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0224'11 INCHES ABOVE GROUND.
 NF0224
 NF0224                          STATION RECOVERY (1977)
 NF0224
 NF0224'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 NF0224'MARK NOT FOUND.
 NF0224
 NF0224                          STATION RECOVERY (1985)
 NF0224
 NF0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0224'MARK NOT FOUND.
 NF0224
 NF0224                          STATION RECOVERY (1991)
 NF0224
 NF0224'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF0224'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0376 ***********************************************************************
 NF0376  DESIGNATION -  K 110
 NF0376  PID         -  NF0376
 NF0376  STATE/COUNTY-  MI/IONIA
 NF0376  USGS QUAD   -  IONIA (1978)
 NF0376
 NF0376                         *CURRENT SURVEY CONTROL
 NF0376  ___________________________________________________________________
 NF0376* NAD 83(1986)-  42 58 53.     (N)    085 03 25.     (W)     SCALED    
 NF0376* NAVD 88     -       197.910  (meters)     649.31   (feet)  ADJUSTED  
 NF0376  ___________________________________________________________________
 NF0376  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF0376  DYNAMIC HT  -         197.859 (meters)     649.14  (feet)  COMP
 NF0376  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 NF0376
 NF0376  VERT ORDER  -  SECOND    CLASS 0
 NF0376
 NF0376.The horizontal coordinates were scaled from a topographic map and have
 NF0376.an estimated accuracy of +/- 6 seconds.
 NF0376
 NF0376.The orthometric height was determined by differential leveling
 NF0376.and adjusted by the National Geodetic Survey in June 1991..
 NF0376
 NF0376.The geoid height was determined by GEOID03.
 NF0376
 NF0376.The dynamic height is computed by dividing the NAVD 88
 NF0376.geopotential number by the normal gravity value computed on the
 NF0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0376.degrees latitude (g = 980.6199 gals.).
 NF0376
 NF0376.The modeled gravity was interpolated from observed gravity values.
 NF0376
 NF0376;                    North         East    Units  Estimated Accuracy
 NF0376;SPC MI S     -   164,780.    3,943,700.      MT  (+/- 180 meters Scaled)
 NF0376
 NF0376                          SUPERSEDED SURVEY CONTROL
 NF0376
 NF0376  NGVD 29 (??/??/92)  198.045  (m)          649.75   (f) ADJ UNCH    2 0
 NF0376
 NF0376.Superseded values are not recommended for survey control.
 NF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0376.See file dsdata.txt to determine how the superseded data were derived.
 NF0376
 NF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN584605(NAD 83)
 NF0376_MARKER: DB = BENCH MARK DISK
 NF0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0376_STAMPING: K 110 1934
 NF0376_PROJECTION: FLUSH
 NF0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0376+STABILITY: SURFACE MOTION
 NF0376
 NF0376  HISTORY     - Date     Condition        Report By
 NF0376  HISTORY     - 1934     MONUMENTED       CGS
 NF0376  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NF0376  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0376
 NF0376                          STATION DESCRIPTION
 NF0376
 NF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0376'AT IONIA.
 NF0376'AT IONIA, IONIA COUNTY, AT THE NORTHWEST CORNER OF THE CROSSING
 NF0376'OF THE GRAND TRUNK WESTERN RAILWAY AND JACKSON STREET, 36.8
 NF0376'FEET WEST OF THE CENTERLINE OF JACKSON STREET, 15 FEET NORTH
 NF0376'OF THE NORTH RAIL, 5 FEET SOUTHWEST OF A POLE, AND 6 INCHES
 NF0376'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 110
 NF0376'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0376
 NF0376                          STATION RECOVERY (1988)
 NF0376
 NF0376'RECOVERY NOTE BY US POWER SQUADRON 1988 (CCM)
 NF0376'MARK NOT FOUND.
 NF0376
 NF0376                          STATION RECOVERY (1992)
 NF0376
 NF0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0376'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0490 ***********************************************************************
 NF0490  DESIGNATION -  K 111
 NF0490  PID         -  NF0490
 NF0490  STATE/COUNTY-  MI/CALHOUN
 NF0490  USGS QUAD   -  BATTLE CREEK (1985)
 NF0490
 NF0490                         *CURRENT SURVEY CONTROL
 NF0490  ___________________________________________________________________
 NF0490* NAD 83(1986)-  42 18 43.     (N)    085 10 30.     (W)     SCALED    
 NF0490* NAVD 88     -       256.262  (meters)     840.75   (feet)  ADJUSTED  
 NF0490  ___________________________________________________________________
 NF0490  GEOID HEIGHT-         -33.43  (meters)                     GEOID03
 NF0490  DYNAMIC HT  -         256.181 (meters)     840.49  (feet)  COMP
 NF0490  MODELED GRAV-     980,298.4   (mgal)                       NAVD 88
 NF0490
 NF0490  VERT ORDER  -  SECOND    CLASS 0
 NF0490
 NF0490.The horizontal coordinates were scaled from a topographic map and have
 NF0490.an estimated accuracy of +/- 6 seconds.
 NF0490
 NF0490.The orthometric height was determined by differential leveling
 NF0490.and adjusted by the National Geodetic Survey in June 1991..
 NF0490
 NF0490.The geoid height was determined by GEOID03.
 NF0490
 NF0490.The dynamic height is computed by dividing the NAVD 88
 NF0490.geopotential number by the normal gravity value computed on the
 NF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0490.degrees latitude (g = 980.6199 gals.).
 NF0490
 NF0490.The modeled gravity was interpolated from observed gravity values.
 NF0490
 NF0490;                    North         East    Units  Estimated Accuracy
 NF0490;SPC MI S     -    90,510.    3,933,360.      MT  (+/- 180 meters Scaled)
 NF0490
 NF0490                          SUPERSEDED SURVEY CONTROL
 NF0490
 NF0490  NGVD 29 (??/??/92)  256.395  (m)          841.19   (f) ADJ UNCH    2 0
 NF0490
 NF0490.Superseded values are not recommended for survey control.
 NF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0490.See file dsdata.txt to determine how the superseded data were derived.
 NF0490
 NF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM504860(NAD 83)
 NF0490_MARKER: DB = BENCH MARK DISK
 NF0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0490_STAMPING: K 111 1934
 NF0490_MARK LOGO: CGS   
 NF0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0490+STABILITY: SURFACE MOTION
 NF0490
 NF0490  HISTORY     - Date     Condition        Report By
 NF0490  HISTORY     - 1934     MONUMENTED       CGS
 NF0490  HISTORY     - 1953     GOOD             NGS
 NF0490  HISTORY     - 1962     GOOD             NGS
 NF0490  HISTORY     - 19941007 MARK NOT FOUND   LOCENG
 NF0490
 NF0490                          STATION DESCRIPTION
 NF0490
 NF0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 NF0490'AT BATTLE CREEK.
 NF0490'AT BATTLE CREEK, CALHOUN COUNTY, 50 YARDS SOUTHWEST OF THE
 NF0490'SOUTH CORNER OF THE GRAND TRUNK WESTERN RAILROAD STATION,
 NF0490'18 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 NF0490'4.5 FEET NORTH OF AN IRON FLAG POLE, AND LEVEL WITH THE TOP OF
 NF0490'THE RAIL.  A STANDARD DISK, STAMPED K 111 1934 AND SET IN THE
 NF0490'TOP OF A CONCRETE POST.
 NF0490
 NF0490                          STATION RECOVERY (1962)
 NF0490
 NF0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NF0490'RECOVERED IN GOOD CONDITION.
 NF0490
 NF0490                          STATION RECOVERY (1994)
 NF0490
 NF0490'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 NF0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0588 ***********************************************************************
 MD0588  DESIGNATION -  K 112
 MD0588  PID         -  MD0588
 MD0588  STATE/COUNTY-  MI/HILLSDALE
 MD0588  USGS QUAD   -  CAMDEN (1992)
 MD0588
 MD0588                         *CURRENT SURVEY CONTROL
 MD0588  ___________________________________________________________________
 MD0588* NAD 83(1986)-  41 45 58.     (N)    084 51 05.     (W)     SCALED    
 MD0588* NAVD 88     -       328.609  (meters)    1078.11   (feet)  ADJUSTED  
 MD0588  ___________________________________________________________________
 MD0588  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 MD0588  DYNAMIC HT  -         328.481 (meters)    1077.69  (feet)  COMP
 MD0588  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 MD0588
 MD0588  VERT ORDER  -  SECOND    CLASS 0
 MD0588
 MD0588.The horizontal coordinates were scaled from a topographic map and have
 MD0588.an estimated accuracy of +/- 6 seconds.
 MD0588
 MD0588.The orthometric height was determined by differential leveling
 MD0588.and adjusted by the National Geodetic Survey in June 1991..
 MD0588
 MD0588.The geoid height was determined by GEOID03.
 MD0588
 MD0588.The dynamic height is computed by dividing the NAVD 88
 MD0588.geopotential number by the normal gravity value computed on the
 MD0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0588.degrees latitude (g = 980.6199 gals.).
 MD0588
 MD0588.The modeled gravity was interpolated from observed gravity values.
 MD0588
 MD0588;                    North         East    Units  Estimated Accuracy
 MD0588;SPC MI S     -    29,680.    3,959,690.      MT  (+/- 180 meters Scaled)
 MD0588
 MD0588                          SUPERSEDED SURVEY CONTROL
 MD0588
 MD0588  NGVD 29 (??/??/92)  328.728  (m)         1078.50   (f) ADJ UNCH    2 0
 MD0588
 MD0588.Superseded values are not recommended for survey control.
 MD0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0588.See file dsdata.txt to determine how the superseded data were derived.
 MD0588
 MD0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM785260(NAD 83)
 MD0588_MARKER: DB = BENCH MARK DISK
 MD0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0588_STAMPING: K 112 1934
 MD0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0588+STABILITY: SURFACE MOTION
 MD0588
 MD0588  HISTORY     - Date     Condition        Report By
 MD0588  HISTORY     - 1934     MONUMENTED       CGS
 MD0588  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0588  HISTORY     - 20000826 MARK NOT FOUND   USPSQD
 MD0588
 MD0588                          STATION DESCRIPTION
 MD0588
 MD0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0588'0.9 MI N FROM RAY.
 MD0588'IN HILLSDALE COUNTY, MICHIGAN, 0.9 MILE NORTH ALONG THE NEW
 MD0588'YORK CENTRAL RAILROAD FROM THE STATION AT RAY, STEUBEN COUNTY,
 MD0588'INDIANA, 0.4 MILE NORTH OF MILEPOST 52, 15 YARDS EAST OF THE
 MD0588'CROSSING OF THE CENTERLINE OF A GRAVEL ROAD AND THE EAST RAIL,
 MD0588'15 YARDS EAST OF THE EAST RAIL, 5.9 FEET NORTHWEST OF THE
 MD0588'SOUTHWEST CORNER OF A FENCE, AND ABOUT 1 FOOT HIGHER THAN THE
 MD0588'TRACK.  A STANDARD DISK, STAMPED K 112 1934 AND SET IN THE TOP
 MD0588'OF A CONCRETE POST.
 MD0588
 MD0588                          STATION RECOVERY (1988)
 MD0588
 MD0588'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS)
 MD0588'MARK NOT FOUND.
 MD0588
 MD0588                          STATION RECOVERY (2000)
 MD0588
 MD0588'RECOVERY NOTE BY US POWER SQUADRON 2000 (DRR)
 MD0588'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0571 ***********************************************************************
 MD0571  DESIGNATION -  K 113
 MD0571  PID         -  MD0571
 MD0571  STATE/COUNTY-  MI/HILLSDALE
 MD0571  USGS QUAD   -  ALLEN (1977)
 MD0571
 MD0571                         *CURRENT SURVEY CONTROL
 MD0571  ___________________________________________________________________
 MD0571* NAD 83(1986)-  41 58 15.     (N)    084 47 33.     (W)     SCALED    
 MD0571* NAVD 88     -       317.673  (meters)    1042.23   (feet)  ADJUSTED  
 MD0571  ___________________________________________________________________
 MD0571  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 MD0571  DYNAMIC HT  -         317.556 (meters)    1041.85  (feet)  COMP
 MD0571  MODELED GRAV-     980,242.4   (mgal)                       NAVD 88
 MD0571
 MD0571  VERT ORDER  -  SECOND    CLASS 0
 MD0571
 MD0571.The horizontal coordinates were scaled from a topographic map and have
 MD0571.an estimated accuracy of +/- 6 seconds.
 MD0571
 MD0571.The orthometric height was determined by differential leveling
 MD0571.and adjusted by the National Geodetic Survey in June 1991..
 MD0571
 MD0571.The geoid height was determined by GEOID03.
 MD0571
 MD0571.The dynamic height is computed by dividing the NAVD 88
 MD0571.geopotential number by the normal gravity value computed on the
 MD0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0571.degrees latitude (g = 980.6199 gals.).
 MD0571
 MD0571.The modeled gravity was interpolated from observed gravity values.
 MD0571
 MD0571;                    North         East    Units  Estimated Accuracy
 MD0571;SPC MI S     -    52,390.    3,964,700.      MT  (+/- 180 meters Scaled)
 MD0571
 MD0571                          SUPERSEDED SURVEY CONTROL
 MD0571
 MD0571  NGVD 29 (??/??/92)  317.791  (m)         1042.62   (f) ADJ UNCH    2 0
 MD0571
 MD0571.Superseded values are not recommended for survey control.
 MD0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0571.See file dsdata.txt to determine how the superseded data were derived.
 MD0571
 MD0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM829488(NAD 83)
 MD0571_MARKER: DB = BENCH MARK DISK
 MD0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0571_STAMPING: K 113 1934
 MD0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0571+STABILITY: SURFACE MOTION
 MD0571
 MD0571  HISTORY     - Date     Condition        Report By
 MD0571  HISTORY     - 1934     MONUMENTED       CGS
 MD0571  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0571
 MD0571                          STATION DESCRIPTION
 MD0571
 MD0571'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0571'1.4 MI W FROM ALLEN.
 MD0571'1.4 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM ALLEN,
 MD0571'HILLSDALE COUNTY, ABOUT 173 YARDS WEST OF MILEPOST C 167, AT A
 MD0571'ROAD CROSSING, 13 YARDS SOUTHEAST OF THE CROSSING OF THE
 MD0571'CENTERLINE OF THE ROAD AND THE SOUTH RAIL, 17.4 FEET NORTHEAST
 MD0571'OF A 24-INCH HARD MAPLE TREE, 2.8 FEET NORTH OF THE INTERSECTION
 MD0571'OF A RAIL FENCE AND THE RIGHT-OF-WAY FENCE, AND ABOUT 3 FEET
 MD0571'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 113
 MD0571'1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0571
 MD0571                          STATION RECOVERY (1988)
 MD0571
 MD0571'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0555 ***********************************************************************
 NF0555  DESIGNATION -  K 117
 NF0555  PID         -  NF0555
 NF0555  STATE/COUNTY-  MI/CASS
 NF0555  USGS QUAD   -  MARCELLUS (1981)
 NF0555
 NF0555                         *CURRENT SURVEY CONTROL
 NF0555  ___________________________________________________________________
 NF0555* NAD 83(1994)-  42 00 18.62513(N)    085 50 54.67137(W)     ADJUSTED  
 NF0555* NAVD 88     -       268.746  (meters)     881.71   (feet)  ADJUSTED  
 NF0555  ___________________________________________________________________
 NF0555  X           -     343,637.253 (meters)                     COMP
 NF0555  Y           -  -4,734,334.649 (meters)                     COMP
 NF0555  Z           -   4,246,188.586 (meters)                     COMP
 NF0555  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 NF0555  ELLIP HEIGHT-         235.68  (meters)          (07/12/02) GPS OBS
 NF0555  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF0555  DYNAMIC HT  -         268.654 (meters)     881.41  (feet)  COMP
 NF0555  MODELED GRAV-     980,274.2   (mgal)                       NAVD 88
 NF0555
 NF0555  HORZ ORDER  -  FIRST
 NF0555  VERT ORDER  -  SECOND    CLASS 0
 NF0555  ELLP ORDER  -  FOURTH    CLASS I
 NF0555
 NF0555.The horizontal coordinates were established by GPS observations
 NF0555.and adjusted by the National Geodetic Survey in May 1996..
 NF0555
 NF0555.The orthometric height was determined by differential leveling
 NF0555.and adjusted by the National Geodetic Survey in June 1991..
 NF0555.WARNING-GPS observations at this control monument resulted in a GPS
 NF0555.derived orthometric height which differed from the leveled height by
 NF0555.more than one decimeter (0.1 meter).
 NF0555
 NF0555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0555
 NF0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0555
 NF0555.The ellipsoidal height was determined by GPS observations
 NF0555.and is referenced to NAD 83.
 NF0555
 NF0555.The geoid height was determined by GEOID03.
 NF0555
 NF0555.The dynamic height is computed by dividing the NAVD 88
 NF0555.geopotential number by the normal gravity value computed on the
 NF0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0555.degrees latitude (g = 980.6199 gals.).
 NF0555
 NF0555.The modeled gravity was interpolated from observed gravity values.
 NF0555
 NF0555;                    North         East     Units Scale Factor Converg.
 NF0555;SPC MI S     -    57,195.028 3,877,240.699   MT  1.00002380   -1 00 30.4
 NF0555;SPC MI S     -   187,647.73 12,720,605.97   iFT  1.00002380   -1 00 30.4
 NF0555;UTM  16      - 4,650,991.912   595,355.807   MT  0.99971188   +0 46 14.3
 NF0555
 NF0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0555!SPC MI S     -   0.99996304  x   1.00002380  =   0.99998684
 NF0555!UTM  16      -   0.99996304  x   0.99971188  =   0.99967493
 NF0555
 NF0555                          SUPERSEDED SURVEY CONTROL
 NF0555
 NF0555  ELLIP H (05/08/96)  235.70   (m)                       GP(       ) 1 1
 NF0555  NAD 83(1986)-  42 00 18.62446(N)    085 50 54.68852(W) AD(       ) 1
 NF0555  NAVD 88 (05/08/96)  268.75   (m)          881.7    (f) LEVELING    3  
 NF0555  NGVD 29 (??/??/92)  268.878  (m)          882.14   (f) ADJ UNCH    2 0
 NF0555
 NF0555.Superseded values are not recommended for survey control.
 NF0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0555.See file dsdata.txt to determine how the superseded data were derived.
 NF0555
 NF0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM9535650992(NAD 83)
 NF0555_MARKER: DB = BENCH MARK DISK
 NF0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0555_SP_SET: CONCRETE POST
 NF0555_STAMPING: K 117 1934
 NF0555_MARK LOGO: NGS   
 NF0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0555+STABILITY: SURFACE MOTION
 NF0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0555+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2004
 NF0555
 NF0555  HISTORY     - Date     Condition        Report By
 NF0555  HISTORY     - 1934     MONUMENTED       CGS
 NF0555  HISTORY     - 1940     GOOD             NGS
 NF0555  HISTORY     - 19911030 GOOD             MIDT
 NF0555  HISTORY     - 19950904 GOOD             USPSQD
 NF0555  HISTORY     - 19980810 GOOD             JCLS
 NF0555  HISTORY     - 20041218 GOOD             INDIV
 NF0555
 NF0555                          STATION DESCRIPTION
 NF0555
 NF0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0555'2.5 MI SW FROM MARCELLUS.
 NF0555'2.5 MILES SOUTHWEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM
 NF0555'MARCELLUS, CASS COUNTY, 25 FEET WEST OF THE CENTERLINE OF A
 NF0555'DIRT ROAD, 22 FEET SOUTHEAST OF THE SOUTH RAIL, 10 FEET SOUTHWEST
 NF0555'OF A POLE, 3 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, AND 1 FOOT
 NF0555'LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED ELEV
 NF0555'882.144 FEET K 117 1934 AND SET IN THE TOP OF A CONCRETE POST
 NF0555'PROJECTING 4 INCHES ABOVE GROUND.
 NF0555
 NF0555                          STATION RECOVERY (1991)
 NF0555
 NF0555'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NF0555'STATION IS LOCATED IN QUAD 420853.  IT IS IN THE SOUTHWEST 1/4,
 NF0555'SECTION 29, T-5-S, R-13-W, MARCELLUS TOWNSHIP AND ON THE MARCELLUS
 NF0555'QUADRANGLE MAP.  IT IS ABOUT 13-1/4 MILLES WEST FROM DOWAGIAC, 9-1/2
 NF0555'MILES SOUTHEAST FROM DECATUR, 2-1/4 MILES SOUTHWEST FROM MARCELLUS AND
 NF0555'ON THE GRAND TRUNK WESTERN RAILROAD AND COUNTY ROAD RIGHT-OF-WAY. TO
 NF0555'REACH FROM THE INTERSECTION OF STATE HIGHWAY M-40 AND STATE HIGHWAY
 NF0555'M-216 IN MARCELLUS, GO SOUTH ON M-40 FOR 1.0 MI (1.6 KM) TO GRAVEL
 NF0555'CROSSROAD, PIONEER ROAD, TURN RIGHT ON PIONEER ROAD AND GO WEST FOR
 NF0555'1.5 MI (2.4 KM) TO RAILRAOD CROSSING, CONTINUE WEST ON PIONEER ROAD
 NF0555'FOR 0.55 MI (0.89 KM) TO BEND LEFT, FOLLOW BEND LEFT AND GO SOUTH ON
 NF0555'PIONEER ROAD FOR 0.55 MI (0.89 KM) TO RAILROAD CROSSING AND STOP SIGN
 NF0555'AND STATION ON RIGHT IN THE SOUTHWEST QUADRANT OF THE CROSSING.
 NF0555'STATION IS 1.0 FT (0.3 M) ABOVE THE GROUND.  IT IS 27.0 FT (8.2 M)
 NF0555'WEST FROM CENTERLINE OF PIONEER ROAD, 24.0 FT (7.3 M) SOUTH FROM SOUTH
 NF0555'RAIL, 10.0 FT (3.0 M) SOUTHWEST FROM PIPE CULVERT, 1.5 FT (0.5 M)
 NF0555'SOUTHWEST FROM UTILITY POLE, 1.0 FT (0.3 M) NORTH FROM CARSONITE
 NF0555'WITNESS POST.
 NF0555
 NF0555                          STATION RECOVERY (1995)
 NF0555
 NF0555'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0555'RECOVERED IN GOOD CONDITION.
 NF0555
 NF0555                          STATION RECOVERY (1998)
 NF0555
 NF0555'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 NF0555'RECOVERED IN GOOD CONDITION.
 NF0555
 NF0555                          STATION RECOVERY (2004)
 NF0555
 NF0555'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (BPL)
 NF0555'MARK RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0845 ***********************************************************************
 ME0845  DESIGNATION -  K 118
 ME0845  PID         -  ME0845
 ME0845  STATE/COUNTY-  MI/BERRIEN
 ME0845  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME0845
 ME0845                         *CURRENT SURVEY CONTROL
 ME0845  ___________________________________________________________________
 ME0845* NAD 83(1986)-  41 47 58.     (N)    086 43 05.     (W)     SCALED    
 ME0845* NAVD 88     -       199.239  (meters)     653.67   (feet)  ADJUSTED  
 ME0845  ___________________________________________________________________
 ME0845  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME0845  DYNAMIC HT  -         199.165 (meters)     653.43  (feet)  COMP
 ME0845  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 ME0845
 ME0845  VERT ORDER  -  FIRST     CLASS II
 ME0845
 ME0845.The horizontal coordinates were scaled from a topographic map and have
 ME0845.an estimated accuracy of +/- 6 seconds.
 ME0845
 ME0845.The orthometric height was determined by differential leveling
 ME0845.and adjusted by the National Geodetic Survey in June 1991..
 ME0845.WARNING-Repeat measurements at this control monument indicate possible
 ME0845.vertical movement.
 ME0845
 ME0845.The geoid height was determined by GEOID03.
 ME0845
 ME0845.The dynamic height is computed by dividing the NAVD 88
 ME0845.geopotential number by the normal gravity value computed on the
 ME0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0845.degrees latitude (g = 980.6199 gals.).
 ME0845
 ME0845.The modeled gravity was interpolated from observed gravity values.
 ME0845
 ME0845;                    North         East    Units  Estimated Accuracy
 ME0845;SPC MI S     -    35,990.    3,804,580.      MT  (+/- 180 meters Scaled)
 ME0845
 ME0845                          SUPERSEDED SURVEY CONTROL
 ME0845
 ME0845  NGVD 29 (01/19/93)  199.356  (m)          654.05   (f) ADJUSTED    1 2
 ME0845
 ME0845.Superseded values are not recommended for survey control.
 ME0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0845.See file dsdata.txt to determine how the superseded data were derived.
 ME0845
 ME0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM234275(NAD 83)
 ME0845_MARKER: DB = BENCH MARK DISK
 ME0845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 ME0845_SP_SET: RETAINING WALL
 ME0845_STAMPING: K 118 1934
 ME0845_MARK LOGO: CGS   
 ME0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0845+STABILITY: SURFACE MOTION
 ME0845
 ME0845  HISTORY     - Date     Condition        Report By
 ME0845  HISTORY     - 1934     MONUMENTED       CGS
 ME0845  HISTORY     - 1978     GOOD             MIDH
 ME0845  HISTORY     - 1985     GOOD             NGS
 ME0845  HISTORY     - 19980606 GOOD             USPSQD
 ME0845  HISTORY     - 20010331 GOOD             NGS
 ME0845
 ME0845                          STATION DESCRIPTION
 ME0845
 ME0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0845'1.6 MI NE FROM NEW BUFFALO.
 ME0845'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION
 ME0845'OF THE PERE MARQUETTE RAILWAY, 7 YARDS SOUTHEAST OF THE SOUTHEAST
 ME0845'RAIL, 5 YARDS SOUTHEAST OF THE IRON RAILING ON THE SOUTHEAST SIDE
 ME0845'OF THE TRACK OVER THE BRIDGE, IN THE CENTER OF THE TOP OF THE
 ME0845'EAST COPING OF THE NORTHEAST ABUTMENT OF THE PERE MARQUETTE
 ME0845'RAILWAY BRIDGE OVER MICHIGAN STATE HIGHWAY NO. 60, LEVEL WITH
 ME0845'THE BASE OF THE RAILS.  A STANDARD DISK, STAMPED K 118 1934.
 ME0845
 ME0845                          STATION RECOVERY (1978)
 ME0845
 ME0845'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1978
 ME0845'RECOVERED IN GOOD CONDITION.
 ME0845
 ME0845                          STATION RECOVERY (1985)
 ME0845
 ME0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 ME0845'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN NEW
 ME0845'BUFFALO, AT THE INTERSECTION OF U.S. HIGHWAY 12 AND THE CHESAPEAKE
 ME0845'RAILROAD, IN THE CENTER OF THE SOUTHEAST CONCRETE RETAINING WALL OF
 ME0845'THE NORTHEAST CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE
 ME0845'HIGHWAY, 10.4 M (34.1 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 ME0845'6.7 M (22.0 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.5 M (1.6 FT)
 ME0845'NORTHWEST OF THE SOUTHEAST END OF THE RETAINING WALL.
 ME0845
 ME0845                          STATION RECOVERY (1998)
 ME0845
 ME0845'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME0845'RECOVERED IN GOOD CONDITION.
 ME0845
 ME0845                          STATION RECOVERY (2001)
 ME0845
 ME0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME0845'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1039 ***********************************************************************
 RL1039  DESIGNATION -  K 119
 RL1039  PID         -  RL1039
 RL1039  STATE/COUNTY-  MI/GOGEBIC
 RL1039  USGS QUAD   -  IMP LAKE (1982)
 RL1039
 RL1039                         *CURRENT SURVEY CONTROL
 RL1039  ___________________________________________________________________
 RL1039* NAD 83(1986)-  46 13 34.     (N)    089 04 00.     (W)     SCALED    
 RL1039* NAVD 88     -       507.972  (meters)    1666.57   (feet)  ADJUSTED  
 RL1039  ___________________________________________________________________
 RL1039  GEOID HEIGHT-         -31.42  (meters)                     GEOID03
 RL1039  DYNAMIC HT  -         507.978 (meters)    1666.59  (feet)  COMP
 RL1039  MODELED GRAV-     980,610.0   (mgal)                       NAVD 88
 RL1039
 RL1039  VERT ORDER  -  SECOND    CLASS 0
 RL1039
 RL1039.The horizontal coordinates were scaled from a topographic map and have
 RL1039.an estimated accuracy of +/- 6 seconds.
 RL1039
 RL1039.The orthometric height was determined by differential leveling
 RL1039.and adjusted by the National Geodetic Survey in June 1991..
 RL1039
 RL1039.The geoid height was determined by GEOID03.
 RL1039
 RL1039.The dynamic height is computed by dividing the NAVD 88
 RL1039.geopotential number by the normal gravity value computed on the
 RL1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1039.degrees latitude (g = 980.6199 gals.).
 RL1039
 RL1039.The modeled gravity was interpolated from observed gravity values.
 RL1039
 RL1039;                    North         East    Units  Estimated Accuracy
 RL1039;SPC MI N     -   162,430.    7,840,600.      MT  (+/- 180 meters Scaled)
 RL1039
 RL1039                          SUPERSEDED SURVEY CONTROL
 RL1039
 RL1039  NGVD 29 (??/??/92)  507.990  (m)         1666.63   (f) ADJ UNCH    2 0
 RL1039
 RL1039.Superseded values are not recommended for survey control.
 RL1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1039.See file dsdata.txt to determine how the superseded data were derived.
 RL1039
 RL1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS406212(NAD 83)
 RL1039_MARKER: DB = BENCH MARK DISK
 RL1039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1039_SP_SET: CULVERT
 RL1039_STAMPING: K 119 1948
 RL1039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1039
 RL1039  HISTORY     - Date     Condition        Report By
 RL1039  HISTORY     - 1948     MONUMENTED       CGS
 RL1039  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1039  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1039  HISTORY     - 20000620 MARK NOT FOUND   MIDT
 RL1039
 RL1039                          STATION DESCRIPTION
 RL1039
 RL1039'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1039'6.2 MI SE FROM WATERSMEET.
 RL1039'ABOUT 6.25 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 RL1039'INTERSECTION OF U.S. HIGHWAY 45 AT WATERSMEET, ABOUT 0.75 MILE
 RL1039'SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH TO IMP LAKE AND LOOKOUT
 RL1039'TOWER, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 RL1039'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT, 36 FEET NORTHEAST
 RL1039'OF AND ABOUT 7 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 RL1039
 RL1039                          STATION RECOVERY (1978)
 RL1039
 RL1039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1039'MARK NOT FOUND.
 RL1039
 RL1039                          STATION RECOVERY (1988)
 RL1039
 RL1039'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1039'MARK NOT FOUND.
 RL1039
 RL1039                          STATION RECOVERY (2000)
 RL1039
 RL1039'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (ASK)
 RL1039'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  1975 HIGHWAY
 RL1039'CONSTRUCTION PLANS SHOW REMOVAL OF THE HEADWALL AND EXTENDING THE
 RL1039'CULVERT.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0121 ***********************************************************************
 QK0121  DESIGNATION -  K 12
 QK0121  PID         -  QK0121
 QK0121  STATE/COUNTY-  MI/CHEBOYGAN
 QK0121  USGS QUAD   -  WOLVERINE (1986)
 QK0121
 QK0121                         *CURRENT SURVEY CONTROL
 QK0121  ___________________________________________________________________
 QK0121* NAD 83(1986)-  45 19 21.     (N)    084 37 22.     (W)     SCALED    
 QK0121* NAVD 88     -       215.222  (meters)     706.11   (feet)  POSTED    
 QK0121  ___________________________________________________________________
 QK0121  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 QK0121  DYNAMIC HT  -         215.220 (meters)     706.10  (feet)  COMP
 QK0121  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 QK0121
 QK0121  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QK0121
 QK0121.The horizontal coordinates were scaled from a topographic map and have
 QK0121.an estimated accuracy of +/- 6 seconds.
 QK0121
 QK0121.The orthometric height was determined by differential leveling
 QK0121.and adjusted by the National Geodetic Survey in 1992..
 QK0121.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QK0121.rate of 2.1 thru 3.0 mm/km.
 QK0121
 QK0121.The geoid height was determined by GEOID03.
 QK0121
 QK0121.The dynamic height is computed by dividing the NAVD 88
 QK0121.geopotential number by the normal gravity value computed on the
 QK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0121.degrees latitude (g = 980.6199 gals.).
 QK0121
 QK0121.The modeled gravity was interpolated from observed gravity values.
 QK0121
 QK0121;                    North         East    Units  Estimated Accuracy
 QK0121;SPC MI C     -   222,920.    5,979,920.      MT  (+/- 180 meters Scaled)
 QK0121
 QK0121                          SUPERSEDED SURVEY CONTROL
 QK0121
 QK0121  NGVD 29 (??/??/92)  215.266  (m)          706.25   (f) ADJ UNCH    1 2
 QK0121
 QK0121.Superseded values are not recommended for survey control.
 QK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0121.See file dsdata.txt to determine how the superseded data were derived.
 QK0121
 QK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR863215(NAD 83)
 QK0121_MARKER: DB = BENCH MARK DISK
 QK0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QK0121_SP_SET: ABUTMENT
 QK0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0121
 QK0121  HISTORY     - Date     Condition        Report By
 QK0121  HISTORY     - UNK      MONUMENTED       CGS
 QK0121  HISTORY     - 1934     GOOD             NGS
 QK0121
 QK0121                          STATION DESCRIPTION
 QK0121
 QK0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0121'0.6 MI N FROM RONDO.
 QK0121'0.6 MILE NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM RONDO,
 QK0121'CHEBOYGAN COUNTY, AT A SMALL BRIDGE OVER STURGEON RIVER, ON THE
 QK0121'WEST END OF THE NORTH ABUTMENT, 6.0 FEET WEST OF THE WEST RAIL,
 QK0121'AND 0.5 FOOT LOWER THAN THE TOP OF THE RAIL.  A CHISELED SQUARE,
 QK0121'NEAR THE LETTERS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0287 ***********************************************************************
 RL0287  DESIGNATION -  K 120
 RL0287  PID         -  RL0287
 RL0287  STATE/COUNTY-  MI/IRON
 RL0287  USGS QUAD   -  GOLDEN LAKE (1981)
 RL0287
 RL0287                         *CURRENT SURVEY CONTROL
 RL0287  ___________________________________________________________________
 RL0287* NAD 83(1986)-  46 14 09.     (N)    088 57 20.     (W)     SCALED    
 RL0287* NAVD 88     -       503.840  (meters)    1653.02   (feet)  ADJUSTED  
 RL0287  ___________________________________________________________________
 RL0287  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL0287  DYNAMIC HT  -         503.848 (meters)    1653.04  (feet)  COMP
 RL0287  MODELED GRAV-     980,614.2   (mgal)                       NAVD 88
 RL0287
 RL0287  VERT ORDER  -  SECOND    CLASS 0
 RL0287
 RL0287.The horizontal coordinates were scaled from a topographic map and have
 RL0287.an estimated accuracy of +/- 6 seconds.
 RL0287
 RL0287.The orthometric height was determined by differential leveling
 RL0287.and adjusted by the National Geodetic Survey in June 1991..
 RL0287
 RL0287.The geoid height was determined by GEOID03.
 RL0287
 RL0287.The dynamic height is computed by dividing the NAVD 88
 RL0287.geopotential number by the normal gravity value computed on the
 RL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0287.degrees latitude (g = 980.6199 gals.).
 RL0287
 RL0287.The modeled gravity was interpolated from observed gravity values.
 RL0287
 RL0287;                    North         East    Units  Estimated Accuracy
 RL0287;SPC MI N     -   163,300.    7,849,190.      MT  (+/- 180 meters Scaled)
 RL0287
 RL0287                          SUPERSEDED SURVEY CONTROL
 RL0287
 RL0287  NGVD 29 (??/??/92)  503.856  (m)         1653.07   (f) ADJ UNCH    2 0
 RL0287
 RL0287.Superseded values are not recommended for survey control.
 RL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0287.See file dsdata.txt to determine how the superseded data were derived.
 RL0287
 RL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS492221(NAD 83)
 RL0287_MARKER: DB = BENCH MARK DISK
 RL0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0287_STAMPING: K 120 1948
 RL0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0287+STABILITY: SURFACE MOTION
 RL0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0287+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 RL0287
 RL0287  HISTORY     - Date     Condition        Report By
 RL0287  HISTORY     - 1948     MONUMENTED       CGS
 RL0287  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0287  HISTORY     - 20020619 MARK NOT FOUND   USPSQD
 RL0287  HISTORY     - 20050405 GOOD             GEOCAC
 RL0287
 RL0287                          STATION DESCRIPTION
 RL0287
 RL0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0287'2.6 MI NW FROM ELMWOOD.
 RL0287'2.65 MILES NORTHWEST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0287'FROM THE WATER TANK AT ELMWOOD, ABOUT 0.3 MILE NORTHWEST OF MILE
 RL0287'POST 89, ABOUT 0.2 MILE SOUTHEAST OF THE CROSSING OF A GRAVEL
 RL0287'ROAD (OLD U.S. HIGHWAY 2), 125 YARDS SOUTH OF A SWITCH STAND
 RL0287'FOR A LOG LOADING SWITCH, AT THE NORTH END OF A FILL AND SOUTH
 RL0287'END OF A CUT, 30 FEET WEST OF THE WEST RAIL, 20 FEET EAST
 RL0287'OF A 20-INCH PINE TREE, 17.5 FEET NORTH-NORTHWEST OF POLE NO.
 RL0287'896 AND IN LINE WITH THE ROW OF POLES, 2 FEET NORTH OF A WHITE
 RL0287'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 RL0287'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0287
 RL0287                          STATION RECOVERY (1997)
 RL0287
 RL0287'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0287'MARK NOT FOUND.
 RL0287
 RL0287                          STATION RECOVERY (2002)
 RL0287
 RL0287'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0287'MARK NOT FOUND.
 RL0287
 RL0287                          STATION RECOVERY (2005)
 RL0287
 RL0287'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0287'NAD 83(1986)-  46 14 08.8 (N)    088 57 20.8  (W)  HANDHELD GPS
 RL0287' 
 RL0287'TO REACH FROM THE PAINT RIVER BRIDGE AT ELMWOOD, GO 0.5 MILE NW ALONG
 RL0287'FOREST HWY 16 TO LD HWY 2, THENCE 2.2 MILES WEST (LEFT) ALONG OLD HWY
 RL0287'2 TO ORV TRAIL NORTH-SOUTH. THENCE 0.2 MILE SOUTH (LEFT) ALONG ORV
 RL0287'TRAIL (OLD RR GRADE) TO THE MARK ON THE RIGHT.
 RL0287' 
 RL0287'IT IS 215 FT NORTH ALONG THE ORV TRAIL FROM A FIBERGLASS UNDERGROUND
 RL0287'FIBER OPTIC CABLE MARKER POST, 32 FT WEST OF THE C/L OF THE TRIAL, 2
 RL0287'FT NORTH OF AN OLD 4-INCH SQUARE WOOD POST, 1 FT SOUTH OF A METAL
 RL0287'WITNESS POST, FLUSH WITH GROUND.
 RL0287' 
 RL0287'--NOTE--MARK CAN ALSO BE REACHED BY GOING 2.5 MILE NW ALONG AN ORV
 RL0287'TRAIL (OLD RR GRADE) FROM ELMWOOD AND FOREST HWY 16 TO MARK ON LEFT.
 RL0287'NARROW ONE LANE WITH NO TURNOUTS, TRAVEL NOT RECOMMENDED ALONG STATE
 RL0287'ORV TRAIL WITH MOTOR VEHICLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0929 ***********************************************************************
 RL0929  DESIGNATION -  K 121
 RL0929  PID         -  RL0929
 RL0929  STATE/COUNTY-  MI/GOGEBIC
 RL0929  USGS QUAD   -  PIONEER LAKE (1981)
 RL0929
 RL0929                         *CURRENT SURVEY CONTROL
 RL0929  ___________________________________________________________________
 RL0929* NAD 83(1986)-  46 16 56.     (N)    089 10 18.     (W)     SCALED    
 RL0929* NAVD 88     -       487.158  (meters)    1598.28   (feet)  ADJUSTED  
 RL0929  ___________________________________________________________________
 RL0929  GEOID HEIGHT-         -31.36  (meters)                     GEOID03
 RL0929  DYNAMIC HT  -         487.165 (meters)    1598.31  (feet)  COMP
 RL0929  MODELED GRAV-     980,613.5   (mgal)                       NAVD 88
 RL0929
 RL0929  VERT ORDER  -  SECOND    CLASS 0
 RL0929
 RL0929.The horizontal coordinates were scaled from a topographic map and have
 RL0929.an estimated accuracy of +/- 6 seconds.
 RL0929
 RL0929.The orthometric height was determined by differential leveling
 RL0929.and adjusted by the National Geodetic Survey in June 1991..
 RL0929
 RL0929.The geoid height was determined by GEOID03.
 RL0929
 RL0929.The dynamic height is computed by dividing the NAVD 88
 RL0929.geopotential number by the normal gravity value computed on the
 RL0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0929.degrees latitude (g = 980.6199 gals.).
 RL0929
 RL0929.The modeled gravity was interpolated from observed gravity values.
 RL0929
 RL0929;                    North         East    Units  Estimated Accuracy
 RL0929;SPC MI N     -   168,890.    7,832,670.      MT  (+/- 180 meters Scaled)
 RL0929
 RL0929                          SUPERSEDED SURVEY CONTROL
 RL0929
 RL0929  NGVD 29 (??/??/92)  487.179  (m)         1598.35   (f) ADJ UNCH    2 0
 RL0929
 RL0929.Superseded values are not recommended for survey control.
 RL0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0929.See file dsdata.txt to determine how the superseded data were derived.
 RL0929
 RL0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS327276(NAD 83)
 RL0929_MARKER: DB = BENCH MARK DISK
 RL0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0929_STAMPING: K 121 1948
 RL0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0929+STABILITY: SURFACE MOTION
 RL0929
 RL0929  HISTORY     - Date     Condition        Report By
 RL0929  HISTORY     - 1948     MONUMENTED       CGS
 RL0929  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0929  HISTORY     - 19970723 MARK NOT FOUND   MIDT
 RL0929
 RL0929                          STATION DESCRIPTION
 RL0929
 RL0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0929'1.2 MI NE FROM WATERSMEET.
 RL0929'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0929'AT WATERSMEET, THENCE ABOUT 0.3 MILE EAST ALONG A GRAVEL ROAD,
 RL0929'THENCE ABOUT 0.25 MILE NORTH ALONG THE NORTH-SOUTH RUNWAY OF
 RL0929'THE WATERSMEET AIRPORT, AT THE INTERSECTION OF THE EAST-WEST
 RL0929'RUNWAY, 62 FEET EAST OF THE EAST EDGE OF THE CLEARING FOR THE
 RL0929'NORTH-SOUTH RUNWAY, 33 FEET SOUTHEAST OF A WIND SOCK POLE, 25
 RL0929'FEET NORTHWEST OF A WHITE WOODEN CORNER POST, 2 FEET NORTH OF
 RL0929'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 RL0929'PROJECTING 5 INCHES.
 RL0929
 RL0929                          STATION RECOVERY (1988)
 RL0929
 RL0929'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0929'MARK NOT FOUND.
 RL0929
 RL0929                          STATION RECOVERY (1997)
 RL0929
 RL0929'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RL0929'THERE IS GOLF COURSE CONSTRUCTION AT THE DESCRIBED LOCATION.  THE
 RL0929'AIRPORT NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0976 ***********************************************************************
 RL0976  DESIGNATION -  K 122
 RL0976  PID         -  RL0976
 RL0976  STATE/COUNTY-  MI/ONTONAGON
 RL0976  USGS QUAD   -  
 RL0976
 RL0976                         *CURRENT SURVEY CONTROL
 RL0976  ___________________________________________________________________
 RL0976* NAD 83(1986)-  46 23 57.     (N)    089 02 02.     (W)     SCALED    
 RL0976* NAVD 88     -       467.161  (meters)    1532.68   (feet)  ADJUSTED  
 RL0976  ___________________________________________________________________
 RL0976  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 RL0976  DYNAMIC HT  -         467.172 (meters)    1532.71  (feet)  COMP
 RL0976  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RL0976
 RL0976  VERT ORDER  -  SECOND    CLASS 0
 RL0976
 RL0976.The horizontal coordinates were scaled from a topographic map and have
 RL0976.an estimated accuracy of +/- 6 seconds.
 RL0976
 RL0976.The orthometric height was determined by differential leveling
 RL0976.and adjusted by the National Geodetic Survey in June 1991..
 RL0976
 RL0976.The geoid height was determined by GEOID03.
 RL0976
 RL0976.The dynamic height is computed by dividing the NAVD 88
 RL0976.geopotential number by the normal gravity value computed on the
 RL0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0976.degrees latitude (g = 980.6199 gals.).
 RL0976
 RL0976.The modeled gravity was interpolated from observed gravity values.
 RL0976
 RL0976;                    North         East    Units  Estimated Accuracy
 RL0976;SPC MI N     -   181,600.    7,843,620.      MT  (+/- 180 meters Scaled)
 RL0976
 RL0976                          SUPERSEDED SURVEY CONTROL
 RL0976
 RL0976  NGVD 29 (??/??/92)  467.176  (m)         1532.73   (f) ADJ UNCH    2 0
 RL0976
 RL0976.Superseded values are not recommended for survey control.
 RL0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0976.See file dsdata.txt to determine how the superseded data were derived.
 RL0976
 RL0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS436404(NAD 83)
 RL0976_MARKER: DB = BENCH MARK DISK
 RL0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0976_STAMPING: K 122 1948
 RL0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0976+STABILITY: SURFACE MOTION
 RL0976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0976+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 RL0976
 RL0976  HISTORY     - Date     Condition        Report By
 RL0976  HISTORY     - 1948     MONUMENTED       CGS
 RL0976  HISTORY     - 1985     GOOD             NGS
 RL0976  HISTORY     - 20040526 GOOD             GEOCAC
 RL0976
 RL0976                          STATION DESCRIPTION
 RL0976
 RL0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0976'3 MI E FROM CALDERWOOD.
 RL0976'ABOUT 3.0 SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD
 RL0976'JUNCTION AT CALDERWOOD, ABOUT 100 FEET NORTHWEST OF THE TOP OF A
 RL0976'GRADE, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 RL0976'SOUTHEAST OF A 16-INCH PINE TREE, 2 FEET SOUTHWEST OF A WHITE
 RL0976'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0976'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0976
 RL0976                          STATION RECOVERY (1985)
 RL0976
 RL0976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0976'RECOVERED IN GOOD CONDITION.
 RL0976
 RL0976                          STATION RECOVERY (2004)
 RL0976
 RL0976'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0976'NAD 83 -  46 23 57.4 (N) -  089 02 01.7 (W)  HANDHELD DGPS
 RL0976' 
 RL0976'2 FT SOUTHWEST OF A MWP + SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0325 ***********************************************************************
 RL0325  DESIGNATION -  K 123
 RL0325  PID         -  RL0325
 RL0325  STATE/COUNTY-  MI/HOUGHTON
 RL0325  USGS QUAD   -  
 RL0325
 RL0325                         *CURRENT SURVEY CONTROL
 RL0325  ___________________________________________________________________
 RL0325* NAD 83(1986)-  46 25 12.     (N)    088 54 08.     (W)     SCALED    
 RL0325* NAVD 88     -       454.758  (meters)    1491.99   (feet)  ADJUSTED  
 RL0325  ___________________________________________________________________
 RL0325  GEOID HEIGHT-         -32.02  (meters)                     GEOID03
 RL0325  DYNAMIC HT  -         454.769 (meters)    1492.02  (feet)  COMP
 RL0325  MODELED GRAV-     980,625.1   (mgal)                       NAVD 88
 RL0325
 RL0325  VERT ORDER  -  SECOND    CLASS 0
 RL0325
 RL0325.The horizontal coordinates were scaled from a topographic map and have
 RL0325.an estimated accuracy of +/- 6 seconds.
 RL0325
 RL0325.The orthometric height was determined by differential leveling
 RL0325.and adjusted by the National Geodetic Survey in June 1991..
 RL0325
 RL0325.The geoid height was determined by GEOID03.
 RL0325
 RL0325.The dynamic height is computed by dividing the NAVD 88
 RL0325.geopotential number by the normal gravity value computed on the
 RL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0325.degrees latitude (g = 980.6199 gals.).
 RL0325
 RL0325.The modeled gravity was interpolated from observed gravity values.
 RL0325
 RL0325;                    North         East    Units  Estimated Accuracy
 RL0325;SPC MI N     -   183,660.    7,853,790.      MT  (+/- 180 meters Scaled)
 RL0325
 RL0325                          SUPERSEDED SURVEY CONTROL
 RL0325
 RL0325  NGVD 29 (??/??/92)  454.771  (m)         1492.03   (f) ADJ UNCH    2 0
 RL0325
 RL0325.Superseded values are not recommended for survey control.
 RL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0325.See file dsdata.txt to determine how the superseded data were derived.
 RL0325
 RL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS538424(NAD 83)
 RL0325_MARKER: DB = BENCH MARK DISK
 RL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0325_STAMPING: K 123 1948
 RL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0325+STABILITY: SURFACE MOTION
 RL0325
 RL0325  HISTORY     - Date     Condition        Report By
 RL0325  HISTORY     - 1948     MONUMENTED       CGS
 RL0325
 RL0325                          STATION DESCRIPTION
 RL0325
 RL0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0325'4.9 MI S FROM KENTON.
 RL0325'4.9 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE POST
 RL0325'OFFICE AT KENTON, AT THE HOUGHTON-IRON COUNTY LINE, 54 FEET
 RL0325'WEST OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTH EDGE OF
 RL0325'A DIM DRIVE BETWEEN 2 CUTS, 40 YARDS NORTH OF THE TOP OF A GRADE,
 RL0325'73 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM A WHITE POST
 RL0325'MARKING COUNTY LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0325'POST, LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0325'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0415 ***********************************************************************
 RL0415  DESIGNATION -  K 124
 RL0415  PID         -  RL0415
 RL0415  STATE/COUNTY-  MI/IRON
 RL0415  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0415
 RL0415                         *CURRENT SURVEY CONTROL
 RL0415  ___________________________________________________________________
 RL0415* NAD 83(1986)-  46 07 02.     (N)    088 49 49.     (W)     SCALED    
 RL0415* NAVD 88     -       518.764  (meters)    1701.98   (feet)  ADJUSTED  
 RL0415  ___________________________________________________________________
 RL0415  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 RL0415  DYNAMIC HT  -         518.770 (meters)    1702.00  (feet)  COMP
 RL0415  MODELED GRAV-     980,608.7   (mgal)                       NAVD 88
 RL0415
 RL0415  VERT ORDER  -  SECOND    CLASS 0
 RL0415
 RL0415.The horizontal coordinates were scaled from a topographic map and have
 RL0415.an estimated accuracy of +/- 6 seconds.
 RL0415
 RL0415.The orthometric height was determined by differential leveling
 RL0415.and adjusted by the National Geodetic Survey in June 1991..
 RL0415
 RL0415.The geoid height was determined by GEOID03.
 RL0415
 RL0415.The dynamic height is computed by dividing the NAVD 88
 RL0415.geopotential number by the normal gravity value computed on the
 RL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0415.degrees latitude (g = 980.6199 gals.).
 RL0415
 RL0415.The modeled gravity was interpolated from observed gravity values.
 RL0415
 RL0415;                    North         East    Units  Estimated Accuracy
 RL0415;SPC MI N     -   149,890.    7,858,550.      MT  (+/- 180 meters Scaled)
 RL0415
 RL0415                          SUPERSEDED SURVEY CONTROL
 RL0415
 RL0415  NGVD 29 (??/??/92)  518.774  (m)         1702.01   (f) ADJ UNCH    2 0
 RL0415
 RL0415.Superseded values are not recommended for survey control.
 RL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0415.See file dsdata.txt to determine how the superseded data were derived.
 RL0415
 RL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS585087(NAD 83)
 RL0415_MARKER: DB = BENCH MARK DISK
 RL0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0415_STAMPING: K 124 1948
 RL0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0415+STABILITY: SURFACE MOTION
 RL0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0415+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 RL0415
 RL0415  HISTORY     - Date     Condition        Report By
 RL0415  HISTORY     - 1948     MONUMENTED       CGS
 RL0415  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0415  HISTORY     - 20050428 GOOD             GEOCAC
 RL0415
 RL0415                          STATION DESCRIPTION
 RL0415
 RL0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0415'5.4 MI SW FROM BEECHWOOD.
 RL0415'5.4 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING
 RL0415'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT
 RL0415'75 YARDS SOUTHWEST OF A CURVE SOUTHWEST AND EAST, 26 FEET
 RL0415'NORTHWEST OF THE CENTER LINE OF THE ROAD, 18 FEET NORTH OF THE
 RL0415'NORTHWEST END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER ROAD, AT
 RL0415'THE SOUTHWEST END OF A CUT, 54 FEET SOUTHWEST OF THE CENTER
 RL0415'LINE OF A DIM TRAIL NORTHWEST, 3.5 FEET WEST OF A WHITE WOODEN
 RL0415'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 RL0415'CONCRETE POST PROJECTING 4 INCHES.
 RL0415
 RL0415                          STATION RECOVERY (2002)
 RL0415
 RL0415'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0415'MARK NOT FOUND.
 RL0415
 RL0415                          STATION RECOVERY (2005)
 RL0415
 RL0415'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0415'NAD 83(1986)-  46 07 01.6 (N)    088 49 49.6 (W)   HANDHELD GPS
 RL0415' 
 RL0415'ABOUT 4.7 MILES SOUTH ALONG COUNTY ROAD 436 FROM ITS JUNCTION WITH US
 RL0415'HWY 2 AT BEECHWOOD TO MARK ON THE RIGHT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0471 ***********************************************************************
 RL0471  DESIGNATION -  K 125
 RL0471  PID         -  RL0471
 RL0471  STATE/COUNTY-  MI/IRON
 RL0471  USGS QUAD   -  SUNSET LAKE (1975)
 RL0471
 RL0471                         *CURRENT SURVEY CONTROL
 RL0471  ___________________________________________________________________
 RL0471* NAD 83(1986)-  46 10 07.     (N)    088 30 10.     (W)     SCALED    
 RL0471* NAVD 88     -       416.129  (meters)    1365.25   (feet)  ADJUSTED  
 RL0471  ___________________________________________________________________
 RL0471  GEOID HEIGHT-         -32.36  (meters)                     GEOID03
 RL0471  DYNAMIC HT  -         416.138 (meters)    1365.28  (feet)  COMP
 RL0471  MODELED GRAV-     980,622.1   (mgal)                       NAVD 88
 RL0471
 RL0471  VERT ORDER  -  SECOND    CLASS 0
 RL0471
 RL0471.The horizontal coordinates were scaled from a topographic map and have
 RL0471.an estimated accuracy of +/- 6 seconds.
 RL0471
 RL0471.The orthometric height was determined by differential leveling
 RL0471.and adjusted by the National Geodetic Survey in June 1991..
 RL0471
 RL0471.The geoid height was determined by GEOID03.
 RL0471
 RL0471.The dynamic height is computed by dividing the NAVD 88
 RL0471.geopotential number by the normal gravity value computed on the
 RL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0471.degrees latitude (g = 980.6199 gals.).
 RL0471
 RL0471.The modeled gravity was interpolated from observed gravity values.
 RL0471
 RL0471;                    North         East    Units  Estimated Accuracy
 RL0471;SPC MI N     -   155,070.    7,883,960.      MT  (+/- 180 meters Scaled)
 RL0471
 RL0471                          SUPERSEDED SURVEY CONTROL
 RL0471
 RL0471  NGVD 29 (??/??/92)  416.119  (m)         1365.22   (f) ADJ UNCH    2 0
 RL0471
 RL0471.Superseded values are not recommended for survey control.
 RL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0471.See file dsdata.txt to determine how the superseded data were derived.
 RL0471
 RL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS839138(NAD 83)
 RL0471_MARKER: DB = BENCH MARK DISK
 RL0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0471_STAMPING: K 125 1948
 RL0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0471+STABILITY: SURFACE MOTION
 RL0471
 RL0471  HISTORY     - Date     Condition        Report By
 RL0471  HISTORY     - 1948     MONUMENTED       CGS
 RL0471  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0471
 RL0471                          STATION DESCRIPTION
 RL0471
 RL0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0471'6 MI SW FROM AMASA.
 RL0471'6.05 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM THE JUNCTION
 RL0471'OF U.S. HIGHWAY 141 AT AMASA, 98 FEET SOUTH-SOUTHWEST OF THE
 RL0471'SOUTH CORNER OF A 150-FOOT 2-SPAN STEEL BRIDGE OVER PAINT RIVER,
 RL0471'29.5 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6 FEET
 RL0471'WEST OF A TRIANGULAR BLAZED 10-INCH ELM TREE, 2.5 FEET NORTHEAST
 RL0471'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RL0471'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0471
 RL0471                          STATION RECOVERY (2002)
 RL0471
 RL0471'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0367 ***********************************************************************
 RL0367  DESIGNATION -  K 126
 RL0367  PID         -  RL0367
 RL0367  STATE/COUNTY-  MI/IRON
 RL0367  USGS QUAD   -  PERCH LAKE (1985)
 RL0367
 RL0367                         *CURRENT SURVEY CONTROL
 RL0367  ___________________________________________________________________
 RL0367* NAD 83(1986)-  46 20 00.     (N)    088 42 47.     (W)     SCALED    
 RL0367* NAVD 88     -       481.093  (meters)    1578.39   (feet)  ADJUSTED  
 RL0367  ___________________________________________________________________
 RL0367  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 RL0367  DYNAMIC HT  -         481.106 (meters)    1578.43  (feet)  COMP
 RL0367  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 RL0367
 RL0367  VERT ORDER  -  SECOND    CLASS 0
 RL0367
 RL0367.The horizontal coordinates were scaled from a topographic map and have
 RL0367.an estimated accuracy of +/- 6 seconds.
 RL0367
 RL0367.The orthometric height was determined by differential leveling
 RL0367.and adjusted by the National Geodetic Survey in June 1991..
 RL0367
 RL0367.The geoid height was determined by GEOID03.
 RL0367
 RL0367.The dynamic height is computed by dividing the NAVD 88
 RL0367.geopotential number by the normal gravity value computed on the
 RL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0367.degrees latitude (g = 980.6199 gals.).
 RL0367
 RL0367.The modeled gravity was interpolated from observed gravity values.
 RL0367
 RL0367;                    North         East    Units  Estimated Accuracy
 RL0367;SPC MI N     -   173,700.    7,868,120.      MT  (+/- 180 meters Scaled)
 RL0367
 RL0367                          SUPERSEDED SURVEY CONTROL
 RL0367
 RL0367  NGVD 29 (??/??/92)  481.097  (m)         1578.40   (f) ADJ UNCH    2 0
 RL0367
 RL0367.Superseded values are not recommended for survey control.
 RL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0367.See file dsdata.txt to determine how the superseded data were derived.
 RL0367
 RL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS681325(NAD 83)
 RL0367_MARKER: DB = BENCH MARK DISK
 RL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0367_STAMPING: K 126 1948
 RL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0367+STABILITY: SURFACE MOTION
 RL0367
 RL0367  HISTORY     - Date     Condition        Report By
 RL0367  HISTORY     - 1948     MONUMENTED       CGS
 RL0367  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0367  HISTORY     - 20040802 MARK NOT FOUND   GEOCAC
 RL0367
 RL0367                          STATION DESCRIPTION
 RL0367
 RL0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0367'10.2 MI N FROM GIBBS CITY.
 RL0367'10.15 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM ITS
 RL0367'JUNCTION WITH COUNTY HIGHWAY 657 AT GIBBS CITY, ABOUT 0.9 MILE
 RL0367'SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD SOUTHWEST TO WINSLOW
 RL0367'LAKE, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 27 FEET
 RL0367'NORTHEAST OF THE CENTER LINE OF A TRAIL NORTHWEST, 11 FEET
 RL0367'SOUTH-SOUTHWEST OF A 14-INCH MAPLE TREE, 17 FEET NORTHWEST
 RL0367'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 2 FEET NORTH OF A
 RL0367'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 RL0367'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0367
 RL0367                          STATION RECOVERY (1997)
 RL0367
 RL0367'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0367'MARK NOT FOUND.
 RL0367
 RL0367                          STATION RECOVERY (2004)
 RL0367
 RL0367'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0367'THERE HAS BEEN GRADING (BERM CONSTRUCTED) ON THE SIDE ROAD NW TO BLOCK
 RL0367'VEHICLE ACCESS.  NO 1948 TREE REFERENCES WERE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0398 ***********************************************************************
 RL0398  DESIGNATION -  K 127
 RL0398  PID         -  RL0398
 RL0398  STATE/COUNTY-  MI/BARAGA
 RL0398  USGS QUAD   -  TUNIS (1985)
 RL0398
 RL0398                         *CURRENT SURVEY CONTROL
 RL0398  ___________________________________________________________________
 RL0398* NAD 83(1986)-  46 25 45.     (N)    088 30 08.     (W)     SCALED    
 RL0398* NAVD 88     -       485.260  (meters)    1592.06   (feet)  ADJUSTED  
 RL0398  ___________________________________________________________________
 RL0398  GEOID HEIGHT-         -32.47  (meters)                     GEOID03
 RL0398  DYNAMIC HT  -         485.281 (meters)    1592.13  (feet)  COMP
 RL0398  MODELED GRAV-     980,642.1   (mgal)                       NAVD 88
 RL0398
 RL0398  VERT ORDER  -  SECOND    CLASS 0
 RL0398
 RL0398.The horizontal coordinates were scaled from a topographic map and have
 RL0398.an estimated accuracy of +/- 6 seconds.
 RL0398
 RL0398.The orthometric height was determined by differential leveling
 RL0398.and adjusted by the National Geodetic Survey in June 1991..
 RL0398
 RL0398.The geoid height was determined by GEOID03.
 RL0398
 RL0398.The dynamic height is computed by dividing the NAVD 88
 RL0398.geopotential number by the normal gravity value computed on the
 RL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0398.degrees latitude (g = 980.6199 gals.).
 RL0398
 RL0398.The modeled gravity was interpolated from observed gravity values.
 RL0398
 RL0398;                    North         East    Units  Estimated Accuracy
 RL0398;SPC MI N     -   184,020.    7,884,550.      MT  (+/- 180 meters Scaled)
 RL0398
 RL0398                          SUPERSEDED SURVEY CONTROL
 RL0398
 RL0398  NGVD 29 (??/??/92)  485.247  (m)         1592.01   (f) ADJ UNCH    2 0
 RL0398
 RL0398.Superseded values are not recommended for survey control.
 RL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0398.See file dsdata.txt to determine how the superseded data were derived.
 RL0398
 RL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS845428(NAD 83)
 RL0398_MARKER: DB = BENCH MARK DISK
 RL0398_SETTING: 66 = SET IN ROCK OUTCROP
 RL0398_SP_SET: ROCK CUT
 RL0398_STAMPING: K 127 1948
 RL0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0398+STABILITY: POSITION/ELEVATION WELL
 RL0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0398+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2000
 RL0398
 RL0398  HISTORY     - Date     Condition        Report By
 RL0398  HISTORY     - 1948     MONUMENTED       CGS
 RL0398  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0398  HISTORY     - 20001108 GOOD             MIDT
 RL0398
 RL0398                          STATION DESCRIPTION
 RL0398
 RL0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0398'8.4 MI S FROM COVINGTON.
 RL0398'ABOUT 8.45 MILES SOUTH ALONG U.S. HIGHWAY 141 FROM THE DULUTH,
 RL0398'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT COVINGTON, ABOUT
 RL0398'0.75 MILE NORTH OF THE INTERSECTION OF THE IRON-BARAGA COUNTY
 RL0398'LINE, ABOUT 105 YARDS NORTH OF THE TOP OF A GRADE, 32 FEET
 RL0398'SOUTHEAST OF THE NORTHWEST END OF A ROCK CUT, 19 FEET NORTHEAST
 RL0398'OF THE CENTER LINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF THE
 RL0398'SOUTHEAST END OF A GUARD RAIL ALONG HIGHWAY, SET IN THE TOP OF A
 RL0398'SMALL HORIZONTAL BENCH IN THE SLANTING SOUTHWEST FACE OF THE
 RL0398'SOLID ROCK CUT, AND 1.5 FEET ABOVE THE HIGHWAY.
 RL0398
 RL0398                          STATION RECOVERY (1982)
 RL0398
 RL0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0398'MARK NOT FOUND.
 RL0398
 RL0398                          STATION RECOVERY (2000)
 RL0398
 RL0398'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0398'COVINGTON, 8.45 MI SOUTH ALONG US HWY-141 FROM THE POST OFFICE, THENCE
 RL0398'0.1 MI W AND N ALONG GRAVEL ROAD LEADING TO NET RIVER PUBLIC ACCESS
 RL0398'SITE TO MARK ON RIGHT, 26 FT SE OF NW CORNER ROCK OUTCROP, 18 FT NE OF
 RL0398'THE ROAD C/L, 1.3 FT NE OF WITNESS POST, 1.5 FT ABOVE THE ROAD, IN
 RL0398'SMALL FLAT LEDGE OF SLOPING FACE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0663 ***********************************************************************
 RL0663  DESIGNATION -  K 128
 RL0663  PID         -  RL0663
 RL0663  STATE/COUNTY-  MI/BARAGA
 RL0663  USGS QUAD   -  COVINGTON (1985)
 RL0663
 RL0663                         *CURRENT SURVEY CONTROL
 RL0663  ___________________________________________________________________
 RL0663* NAD 83(1986)-  46 35 35.     (N)    088 30 41.     (W)     SCALED    
 RL0663* NAVD 88     -       432.422  (meters)    1418.70   (feet)  ADJUSTED  
 RL0663  ___________________________________________________________________
 RL0663  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 RL0663  DYNAMIC HT  -         432.434 (meters)    1418.74  (feet)  COMP
 RL0663  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 RL0663
 RL0663  VERT ORDER  -  SECOND    CLASS 0
 RL0663
 RL0663.The horizontal coordinates were scaled from a topographic map and have
 RL0663.an estimated accuracy of +/- 6 seconds.
 RL0663
 RL0663.The orthometric height was determined by differential leveling
 RL0663.and adjusted by the National Geodetic Survey in June 1991..
 RL0663
 RL0663.The geoid height was determined by GEOID03.
 RL0663
 RL0663.The dynamic height is computed by dividing the NAVD 88
 RL0663.geopotential number by the normal gravity value computed on the
 RL0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0663.degrees latitude (g = 980.6199 gals.).
 RL0663
 RL0663.The modeled gravity was interpolated from observed gravity values.
 RL0663
 RL0663;                    North         East    Units  Estimated Accuracy
 RL0663;SPC MI N     -   202,250.    7,884,200.      MT  (+/- 180 meters Scaled)
 RL0663
 RL0663                          SUPERSEDED SURVEY CONTROL
 RL0663
 RL0663  NGVD 29 (??/??/92)  432.397  (m)         1418.62   (f) ADJ UNCH    2 0
 RL0663
 RL0663.Superseded values are not recommended for survey control.
 RL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0663.See file dsdata.txt to determine how the superseded data were derived.
 RL0663
 RL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS842610(NAD 83)
 RL0663_MARKER: DB = BENCH MARK DISK
 RL0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0663_STAMPING: K 128 1948
 RL0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0663+STABILITY: SURFACE MOTION
 RL0663
 RL0663  HISTORY     - Date     Condition        Report By
 RL0663  HISTORY     - 1948     MONUMENTED       CGS
 RL0663  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0663
 RL0663                          STATION DESCRIPTION
 RL0663
 RL0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0663'4.8 MI NE FROM COVINGTON.
 RL0663'0.75 MILE NORTHEAST ALONG U.S. HIGHWAY 141 FROM THE STATION AT
 RL0663'COVINGTON, THENCE 4.05 MILES NORTH ALONG GRAVEL AND DIRT ROADS,
 RL0663'AT A TURN IN THE DIRT ROAD WITH TANGENTS WEST AND NORTH, 0.8 MILE
 RL0663'NORTHEAST OF WOODEN BRIDGE OVER ROCK RIVER, 11 FEET EAST OF THE
 RL0663'EXTENDED CENTER LINE OF THE NORTH TANGENT, 6 FEET SOUTH OF THE
 RL0663'EXTENDED CENTER LINE OF THE WEST TANGENT, 19 FEET SOUTHWEST
 RL0663'OF A TRIANGULAR BLAZED 24 INCH MAPLE TREE, 2 1/2 FEET NORTHWEST
 RL0663'OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE
 RL0663'LEVEL OF THE TRAIL AND IN THE TOP OF A CONCRETE POST PROJECTING
 RL0663'3 INCHES.
 RL0663
 RL0663                          STATION RECOVERY (1985)
 RL0663
 RL0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0659 ***********************************************************************
 RL0659  DESIGNATION -  K 129
 RL0659  PID         -  RL0659
 RL0659  STATE/COUNTY-  MI/BARAGA
 RL0659  USGS QUAD   -  BEAR TOWN (1985)
 RL0659
 RL0659                         *CURRENT SURVEY CONTROL
 RL0659  ___________________________________________________________________
 RL0659* NAD 83(1986)-  46 45 28.     (N)    088 31 46.     (W)     SCALED    
 RL0659* NAVD 88     -       257.290  (meters)     844.13   (feet)  ADJUSTED  
 RL0659  ___________________________________________________________________
 RL0659  GEOID HEIGHT-         -33.99  (meters)                     GEOID03
 RL0659  DYNAMIC HT  -         257.304 (meters)     844.17  (feet)  COMP
 RL0659  MODELED GRAV-     980,660.3   (mgal)                       NAVD 88
 RL0659
 RL0659  VERT ORDER  -  SECOND    CLASS 0
 RL0659
 RL0659.The horizontal coordinates were scaled from a topographic map and have
 RL0659.an estimated accuracy of +/- 6 seconds.
 RL0659
 RL0659.The orthometric height was determined by differential leveling
 RL0659.and adjusted by the National Geodetic Survey in June 1991..
 RL0659
 RL0659.The geoid height was determined by GEOID03.
 RL0659
 RL0659.The dynamic height is computed by dividing the NAVD 88
 RL0659.geopotential number by the normal gravity value computed on the
 RL0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0659.degrees latitude (g = 980.6199 gals.).
 RL0659
 RL0659.The modeled gravity was interpolated from observed gravity values.
 RL0659
 RL0659;                    North         East    Units  Estimated Accuracy
 RL0659;SPC MI N     -   220,580.    7,883,170.      MT  (+/- 180 meters Scaled)
 RL0659
 RL0659                          SUPERSEDED SURVEY CONTROL
 RL0659
 RL0659  NGVD 29 (??/??/92)  257.267  (m)          844.05   (f) ADJ UNCH    2 0
 RL0659
 RL0659.Superseded values are not recommended for survey control.
 RL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0659.See file dsdata.txt to determine how the superseded data were derived.
 RL0659
 RL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS831793(NAD 83)
 RL0659_MARKER: DB = BENCH MARK DISK
 RL0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0659_STAMPING: K 129 1948
 RL0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0659+STABILITY: SURFACE MOTION
 RL0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0659+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2000
 RL0659
 RL0659  HISTORY     - Date     Condition        Report By
 RL0659  HISTORY     - 1948     MONUMENTED       CGS
 RL0659  HISTORY     - 20001113 GOOD             MIDT
 RL0659
 RL0659                          STATION DESCRIPTION
 RL0659
 RL0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0659'1.6 MI SW FROM BARAGA.
 RL0659'1.6 MILES SOUTHWEST ALONG A SAND ROAD FROM THE JUNCTION OF
 RL0659'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0659'BARAGA, ABOUT 0.85 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 RL0659'WEST, AT THE JUNCTION OF A TRAIL LEADING NORTH-NORTHEAST, 24 FEET
 RL0659'WEST-NORTHWEST OF THE CENTER LINE OF THE TRAIL, 73 FEET
 RL0659'NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD, 13.5 FEET NORTH
 RL0659'OF A FORKED 22-INCH MAPLE TREE, 2 FEET NORTH OF A WHITE WOODEN
 RL0659'WITNESS POST, ABOUT 6 FEET ABOVE THE ROAD, 1 1/2 FEET ABOVE THE
 RL0659'TRAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 RL0659
 RL0659                          STATION RECOVERY (2000)
 RL0659
 RL0659'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0844 ***********************************************************************
 RL0844  DESIGNATION -  K 130
 RL0844  PID         -  RL0844
 RL0844  STATE/COUNTY-  MI/ONTONAGON
 RL0844  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0844
 RL0844                         *CURRENT SURVEY CONTROL
 RL0844  ___________________________________________________________________
 RL0844* NAD 83(1986)-  46 43 27.     (N)    089 22 54.     (W)     SCALED    
 RL0844* NAVD 88     -       325.322  (meters)    1067.33   (feet)  ADJUSTED  
 RL0844  ___________________________________________________________________
 RL0844  GEOID HEIGHT-         -31.19  (meters)                     GEOID03
 RL0844  DYNAMIC HT  -         325.361 (meters)    1067.46  (feet)  COMP
 RL0844  MODELED GRAV-     980,723.9   (mgal)                       NAVD 88
 RL0844
 RL0844  VERT ORDER  -  SECOND    CLASS 0
 RL0844
 RL0844.The horizontal coordinates were scaled from a topographic map and have
 RL0844.an estimated accuracy of +/- 6 seconds.
 RL0844
 RL0844.The orthometric height was determined by differential leveling
 RL0844.and adjusted by the National Geodetic Survey in June 1991..
 RL0844
 RL0844.The geoid height was determined by GEOID03.
 RL0844
 RL0844.The dynamic height is computed by dividing the NAVD 88
 RL0844.geopotential number by the normal gravity value computed on the
 RL0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0844.degrees latitude (g = 980.6199 gals.).
 RL0844
 RL0844.The modeled gravity was interpolated from observed gravity values.
 RL0844
 RL0844;                    North         East    Units  Estimated Accuracy
 RL0844;SPC MI N     -   218,450.    7,817,970.      MT  (+/- 180 meters Scaled)
 RL0844
 RL0844                          SUPERSEDED SURVEY CONTROL
 RL0844
 RL0844  NGVD 29 (??/??/92)  325.339  (m)         1067.38   (f) ADJ UNCH    2 0
 RL0844
 RL0844.Superseded values are not recommended for survey control.
 RL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0844.See file dsdata.txt to determine how the superseded data were derived.
 RL0844
 RL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS180772(NAD 83)
 RL0844_MARKER: DB = BENCH MARK DISK
 RL0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0844_STAMPING: K 130 1948
 RL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0844+STABILITY: SURFACE MOTION
 RL0844
 RL0844  HISTORY     - Date     Condition        Report By
 RL0844  HISTORY     - 1948     MONUMENTED       CGS
 RL0844  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0844  HISTORY     - 20040504 POOR             GEOCAC
 RL0844  HISTORY     - 20040811 GOOD             USPSQD
 RL0844
 RL0844                          STATION DESCRIPTION
 RL0844
 RL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0844'11.3 MI SW FROM ONTONAGON.
 RL0844'ABOUT 1.45 MILES WEST ALONG STATE HIGHWAY 64 FROM THE JUNCTION
 RL0844'OF U.S. HIGHWAY 45 AT ONTONAGON, THENCE ABOUT 9.85 MILES SOUTHWEST
 RL0844'ALONG THE MATCHWOOD ROAD, ABOUT 0.3 MILE SOUTH OF A ROAD SOUTHEAST
 RL0844'TO GALSTER CLUB, SET IN THE SOUTH ANGLE OF A VERY DIM TRAIL
 RL0844'LEADING SOUTHEAST, 24 FEET EAST OF THE CENTER LINE OF THE ROAD,
 RL0844'28 FEET SOUTHWEST OF A TRIANGULAR BLAZED 5-INCH ASPEN TREE, 21
 RL0844'FEET NORTH OF A TRIANGULAR BLAZED TRIPLE-TRUNKED 3-INCH ELM
 RL0844'TREE, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0844'POST PROJECTING 14 INCHES.
 RL0844
 RL0844                          STATION RECOVERY (2001)
 RL0844
 RL0844'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0844'MARK NOT FOUND.
 RL0844
 RL0844                          STATION RECOVERY (2004)
 RL0844
 RL0844'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0844'MATCHWOOD ROAD IS NOW CALLED NORWICH ROAD.
 RL0844' 
 RL0844'THE CONCRETE POST IS LOOSE IN THE GROUND AND MAY BE BROKEN.  THERE HAS
 RL0844'BEEN ROAD CONSTRUCTION ALONG THIS ENTIRE ROUTE.  DUE TO THE AMOUNT OF
 RL0844'VISIBLE ACTIVITY AROUND THIS MARK, ITS ELEVATION IS VERY QUESTIONABLE.
 RL0844' 
 RL0844' 
 RL0844'MARK IS LOCATED 1.6 SOUTH OF A POWER TRANSMISSION LINE CROSSING THE
 RL0844'HIGHWAY, 55 FT NORTH OF A BERMED WOODS ROAD EAST, 24 FT EAST OF C/L OF
 RL0844'NORWICH ROAD, 3 FT EAST OF A 'V' BOTTOM DITCH, 0.5 FT EAST OF METAL
 RL0844'WITNESS POST, PROJECTING 8-INCHES ABOVE GROUND AND ABOUT LEVEL WITH
 RL0844'THE ROAD.
 RL0844
 RL0844                          STATION RECOVERY (2004)
 RL0844
 RL0844'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0844'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1352 ***********************************************************************
 RL1352  DESIGNATION -  K 131
 RL1352  PID         -  RL1352
 RL1352  STATE/COUNTY-  MI/ONTONAGON
 RL1352  USGS QUAD   -  GOGEBIC (1982)
 RL1352
 RL1352                         *CURRENT SURVEY CONTROL
 RL1352  ___________________________________________________________________
 RL1352* NAD 83(1986)-  46 35 52.     (N)    089 34 23.     (W)     SCALED    
 RL1352* NAVD 88     -       411.951  (meters)    1351.54   (feet)  ADJUSTED  
 RL1352  ___________________________________________________________________
 RL1352  GEOID HEIGHT-         -30.90  (meters)                     GEOID03
 RL1352  DYNAMIC HT  -         411.984 (meters)    1351.65  (feet)  COMP
 RL1352  MODELED GRAV-     980,679.9   (mgal)                       NAVD 88
 RL1352
 RL1352  VERT ORDER  -  SECOND    CLASS 0
 RL1352
 RL1352.The horizontal coordinates were scaled from a topographic map and have
 RL1352.an estimated accuracy of +/- 6 seconds.
 RL1352
 RL1352.The orthometric height was determined by differential leveling
 RL1352.and adjusted by the National Geodetic Survey in June 1991..
 RL1352
 RL1352.The geoid height was determined by GEOID03.
 RL1352
 RL1352.The dynamic height is computed by dividing the NAVD 88
 RL1352.geopotential number by the normal gravity value computed on the
 RL1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1352.degrees latitude (g = 980.6199 gals.).
 RL1352
 RL1352.The modeled gravity was interpolated from observed gravity values.
 RL1352
 RL1352;                    North         East    Units  Estimated Accuracy
 RL1352;SPC MI N     -   204,870.    7,802,890.      MT  (+/- 180 meters Scaled)
 RL1352
 RL1352                          SUPERSEDED SURVEY CONTROL
 RL1352
 RL1352  NGVD 29 (??/??/92)  411.963  (m)         1351.58   (f) ADJ UNCH    2 0
 RL1352
 RL1352.Superseded values are not recommended for survey control.
 RL1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1352.See file dsdata.txt to determine how the superseded data were derived.
 RL1352
 RL1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029636(NAD 83)
 RL1352_MARKER: DB = BENCH MARK DISK
 RL1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1352_STAMPING: K 131 1948
 RL1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1352+STABILITY: SURFACE MOTION
 RL1352
 RL1352  HISTORY     - Date     Condition        Report By
 RL1352  HISTORY     - 1948     MONUMENTED       CGS
 RL1352  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1352  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1352  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1352  HISTORY     - 20040803 MARK NOT FOUND   USPSQD
 RL1352
 RL1352                          STATION DESCRIPTION
 RL1352
 RL1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1352'0.4 MI N FROM BERGLAND.
 RL1352'ABOUT 0.4 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE JUNCTION OF
 RL1352'STATE HIGHWAY 28 AT BERGLAND, SET ALONG THE SOUTH EDGE OF AN OLD
 RL1352'GRAVEL PIT, 34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 27
 RL1352'FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF POLES,
 RL1352'34 FEET EAST-SOUTHEAST OF THE JUNCTION OF A DIM ROAD NORTHWEST,
 RL1352'3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE
 RL1352'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12
 RL1352'INCHES.
 RL1352
 RL1352                          STATION RECOVERY (1985)
 RL1352
 RL1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1352'MARK NOT FOUND.
 RL1352
 RL1352                          STATION RECOVERY (1987)
 RL1352
 RL1352'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1352'MARK NOT FOUND.
 RL1352
 RL1352                          STATION RECOVERY (1995)
 RL1352
 RL1352'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1352'MARK NOT FOUND.
 RL1352
 RL1352                          STATION RECOVERY (2004)
 RL1352
 RL1352'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0051 ***********************************************************************
 RM0051  DESIGNATION -  K 132
 RM0051  PID         -  RM0051
 RM0051  STATE/COUNTY-  MI/GOGEBIC
 RM0051  USGS QUAD   -  LAKE EVELYN (1973)
 RM0051
 RM0051                         *CURRENT SURVEY CONTROL
 RM0051  ___________________________________________________________________
 RM0051* NAD 83(1986)-  46 31 14.     (N)    090 07 03.     (W)     SCALED    
 RM0051* NAVD 88     -       380.492  (meters)    1248.33   (feet)  ADJUSTED  
 RM0051  ___________________________________________________________________
 RM0051  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0051  DYNAMIC HT  -         380.519 (meters)    1248.42  (feet)  COMP
 RM0051  MODELED GRAV-     980,673.6   (mgal)                       NAVD 88
 RM0051
 RM0051  VERT ORDER  -  SECOND    CLASS 0
 RM0051
 RM0051.This mark is at Gogebic County Airport (IWD)
 RM0051
 RM0051.The horizontal coordinates were scaled from a topographic map and have
 RM0051.an estimated accuracy of +/- 6 seconds.
 RM0051
 RM0051.The orthometric height was determined by differential leveling
 RM0051.and adjusted by the National Geodetic Survey in June 1991..
 RM0051
 RM0051.The geoid height was determined by GEOID03.
 RM0051
 RM0051.The dynamic height is computed by dividing the NAVD 88
 RM0051.geopotential number by the normal gravity value computed on the
 RM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0051.degrees latitude (g = 980.6199 gals.).
 RM0051
 RM0051.The modeled gravity was interpolated from observed gravity values.
 RM0051
 RM0051;                    North         East    Units  Estimated Accuracy
 RM0051;SPC MI N     -   197,790.    7,760,870.      MT  (+/- 180 meters Scaled)
 RM0051
 RM0051                          SUPERSEDED SURVEY CONTROL
 RM0051
 RM0051  NGVD 29 (??/??/92)  380.512  (m)         1248.40   (f) ADJ UNCH    2 0
 RM0051
 RM0051.Superseded values are not recommended for survey control.
 RM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0051.See file dsdata.txt to determine how the superseded data were derived.
 RM0051
 RM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM210559(NAD 83)
 RM0051_MARKER: DB = BENCH MARK DISK
 RM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0051_STAMPING: K 132 1948
 RM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0051+STABILITY: SURFACE MOTION
 RM0051
 RM0051  HISTORY     - Date     Condition        Report By
 RM0051  HISTORY     - 1948     MONUMENTED       CGS
 RM0051  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0051  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0051  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0051
 RM0051                          STATION DESCRIPTION
 RM0051
 RM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0051'2.5 MI NE FROM NORTH IRONWOOD.
 RM0051'ABOUT 1.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RM0051'RAILWAY FROM THE STATION AT NORTH IRONWOOD, THENCE ABOUT 0.65
 RM0051'MILE NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 0.35 MILE EAST ALONG
 RM0051'A BLACK TOP ROAD, ABOUT 0.65 MILE EAST ALONG THE BLACK TOP ROAD FROM
 RM0051'THE HANGAR AT THE GOGEBIC COUNTY AIRPORT, SET IN THE NORTHWEST
 RM0051'CORNER OF YARD AT AN ASBESTOS SIDING FARM HOUSE, 122 FEET NORTHWEST
 RM0051'OF THE NORTHWEST CORNER OF THE HOUSE, 88 FEET WEST OF THE CENTER
 RM0051'LINE OF THE DRIVE TO HOUSE, 37 FEET SOUTH OF THE CENTER LINE OF THE
 RM0051'ROAD, 5.5 FEET SOUTHEAST OF A FENCE CORNER, 29 FEET SOUTHEAST OF A
 RM0051'POWER POLE WITH GUY WIRE AND BRANCH LINE TO HOUSE ON NORTH SIDE OF
 RM0051'ROAD, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RM0051'PROJECTING 4 INCHES.  MARK MAY BE REACHED FROM NORTH BESSEMER BY
 RM0051'GOING ABOUT 1.75 MILES NORTHWEST ALONG A ROAD TO BLACK RIVER FROM
 RM0051'THE CROSSING OF THE D.S.S. AND A. RY., THENCE ABOUT 1.0 MILE WEST
 RM0051'ALONG A BLACK TOP ROAD.  MARK MAY BE REACHED FROM NORTH IRONWOOD
 RM0051'BY GOING ABOUT 0.7 MILE NORTH ALONG A ROAD TO LITTLE GIRLS
 RM0051'POINT PARK, THENCE ABOUT 1.85 MILES EAST ALONG A BLACK TOP ROAD.
 RM0051
 RM0051                          STATION RECOVERY (1987)
 RM0051
 RM0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0051'MARK NOT FOUND.
 RM0051
 RM0051                          STATION RECOVERY (1996)
 RM0051
 RM0051'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0051'MARK NOT FOUND.
 RM0051
 RM0051                          STATION RECOVERY (2002)
 RM0051
 RM0051'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0033 ***********************************************************************
 RM0033  DESIGNATION -  K 133
 RM0033  PID         -  RM0033
 RM0033  STATE/COUNTY-  MI/GOGEBIC
 RM0033  USGS QUAD   -  LITTLE GIRLS POINT (1980)
 RM0033
 RM0033                         *CURRENT SURVEY CONTROL
 RM0033  ___________________________________________________________________
 RM0033* NAD 83(1986)-  46 34 51.     (N)    090 16 39.     (W)     SCALED    
 RM0033* NAVD 88     -       316.967  (meters)    1039.92   (feet)  ADJUSTED  
 RM0033  ___________________________________________________________________
 RM0033  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 RM0033  DYNAMIC HT  -         317.000 (meters)    1040.02  (feet)  COMP
 RM0033  MODELED GRAV-     980,708.3   (mgal)                       NAVD 88
 RM0033
 RM0033  VERT ORDER  -  SECOND    CLASS 0
 RM0033
 RM0033.The horizontal coordinates were scaled from a topographic map and have
 RM0033.an estimated accuracy of +/- 6 seconds.
 RM0033
 RM0033.The orthometric height was determined by differential leveling
 RM0033.and adjusted by the National Geodetic Survey in June 1991..
 RM0033
 RM0033.The geoid height was determined by GEOID03.
 RM0033
 RM0033.The dynamic height is computed by dividing the NAVD 88
 RM0033.geopotential number by the normal gravity value computed on the
 RM0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0033.degrees latitude (g = 980.6199 gals.).
 RM0033
 RM0033.The modeled gravity was interpolated from observed gravity values.
 RM0033
 RM0033;                    North         East    Units  Estimated Accuracy
 RM0033;SPC MI N     -   204,980.    7,748,880.      MT  (+/- 180 meters Scaled)
 RM0033
 RM0033                          SUPERSEDED SURVEY CONTROL
 RM0033
 RM0033  NGVD 29 (??/??/92)  316.996  (m)         1040.01   (f) ADJ UNCH    2 0
 RM0033
 RM0033.Superseded values are not recommended for survey control.
 RM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0033.See file dsdata.txt to determine how the superseded data were derived.
 RM0033
 RM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM085621(NAD 83)
 RM0033_MARKER: DB = BENCH MARK DISK
 RM0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0033_STAMPING: K 133 1948
 RM0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0033+STABILITY: SURFACE MOTION
 RM0033
 RM0033  HISTORY     - Date     Condition        Report By
 RM0033  HISTORY     - 1948     MONUMENTED       CGS
 RM0033  HISTORY     - 1987     GOOD             USPSQD
 RM0033  HISTORY     - 19960625 GOOD             USPSQD
 RM0033  HISTORY     - 20020613 GOOD             USPSQD
 RM0033
 RM0033                          STATION DESCRIPTION
 RM0033
 RM0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0033'10.4 MI NW FROM NORTH IRONWOOD.
 RM0033'ABOUT 10.4 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT
 RM0033'PARK FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION
 RM0033'AT NORTH IRONWOOD, AT A SMALL ROADSIDE PARK AND SPRING, ABOUT
 RM0033'0.75 MILE NORTHWEST OF A CURVE WITH TANGENTS EAST AND NORTHWEST
 RM0033'AND A SIDE ROAD WEST, 79 FEET EAST OF THE SPRING, 48 FEET SOUTH
 RM0033'OF THE CENTER LINE OF THE ROAD, 8 FEET NORTH OF A TRIANGULAR
 RM0033'BLAZED 24-INCH PINE TREE, 2 FEET ABOVE THE ROAD AND SET IN THE
 RM0033'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 RM0033
 RM0033                          STATION RECOVERY (1987)
 RM0033
 RM0033'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0033'RECOVERED IN GOOD CONDITION.
 RM0033
 RM0033                          STATION RECOVERY (1996)
 RM0033
 RM0033'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0033'RECOVERED IN GOOD CONDITION.
 RM0033
 RM0033                          STATION RECOVERY (2002)
 RM0033
 RM0033'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1401 ***********************************************************************
 RL1401  DESIGNATION -  K 134
 RL1401  PID         -  RL1401
 RL1401  STATE/COUNTY-  MI/ONTONAGON
 RL1401  USGS QUAD   -  BERGLAND NE (1975)
 RL1401
 RL1401                         *CURRENT SURVEY CONTROL
 RL1401  ___________________________________________________________________
 RL1401* NAD 83(1986)-  46 42 20.     (N)    089 34 38.     (W)     SCALED    
 RL1401* NAVD 88     -       310.410  (meters)    1018.40   (feet)  ADJUSTED  
 RL1401  ___________________________________________________________________
 RL1401  GEOID HEIGHT-         -30.82  (meters)                     GEOID03
 RL1401  DYNAMIC HT  -         310.446 (meters)    1018.52  (feet)  COMP
 RL1401  MODELED GRAV-     980,719.5   (mgal)                       NAVD 88
 RL1401
 RL1401  VERT ORDER  -  SECOND    CLASS 0
 RL1401
 RL1401.The horizontal coordinates were scaled from a topographic map and have
 RL1401.an estimated accuracy of +/- 6 seconds.
 RL1401
 RL1401.The orthometric height was determined by differential leveling
 RL1401.and adjusted by the National Geodetic Survey in June 1991..
 RL1401
 RL1401.The geoid height was determined by GEOID03.
 RL1401
 RL1401.The dynamic height is computed by dividing the NAVD 88
 RL1401.geopotential number by the normal gravity value computed on the
 RL1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1401.degrees latitude (g = 980.6199 gals.).
 RL1401
 RL1401.The modeled gravity was interpolated from observed gravity values.
 RL1401
 RL1401;                    North         East    Units  Estimated Accuracy
 RL1401;SPC MI N     -   216,850.    7,802,960.      MT  (+/- 180 meters Scaled)
 RL1401
 RL1401                          SUPERSEDED SURVEY CONTROL
 RL1401
 RL1401  NGVD 29 (??/??/92)  310.433  (m)         1018.48   (f) ADJ UNCH    2 0
 RL1401
 RL1401.Superseded values are not recommended for survey control.
 RL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1401.See file dsdata.txt to determine how the superseded data were derived.
 RL1401
 RL1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS029756(NAD 83)
 RL1401_MARKER: DB = BENCH MARK DISK
 RL1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1401_STAMPING: K 134 1948
 RL1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1401+STABILITY: SURFACE MOTION
 RL1401
 RL1401  HISTORY     - Date     Condition        Report By
 RL1401  HISTORY     - 1948     MONUMENTED       CGS
 RL1401
 RL1401                          STATION DESCRIPTION
 RL1401
 RL1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1401'10.3 MI N FROM BERGLAND.
 RL1401'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1401'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 5.0 MILES NORTHWEST
 RL1401'ALONG A ROAD LEADING TO WHITE PINE EXTENSION MINE, THENCE 2.45
 RL1401'MILES NORTHEAST ALONG A LOGGING ROAD, THENCE 0.85 MILE NORTHEAST
 RL1401'ALONG A DIM TRAIL, 0.75 MILE SOUTHWEST OF A 15-FOOT WOODEN
 RL1401'BRIDGE, IN A SMALL CLEARING IN THE FOREST, 253 FEET SOUTHWEST
 RL1401'OF THE NORTHWEST END OF A 5-FOOT WOODEN CULVERT, 97 FEET NORTHEAST
 RL1401'OF A 10-INCH TRIANGULAR BLAZED PINE TREE, 16 FEET NORTHWEST OF
 RL1401'THE CENTER LINE OF THE TRAIL, 1 1/2 FEET EAST OF A WHITE WOODEN
 RL1401'WITNESS POST, 2 FEET ABOVE THE LEVEL OF THE TRAIL AND IN THE
 RL1401'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  THIS MARK MAY BE
 RL1401'REACHED FROM THE SCHOOL AT WHITE PINE BY GOING SOUTH ON STATE
 RL1401'HIGHWAY 64 ABOUT 2.95 MILES, THENCE 0.9 MILES WEST, NORTHWEST
 RL1401'AND SOUTHWEST OVER A VERY DIM WOOD TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0738 ***********************************************************************
 RL0738  DESIGNATION -  K 135
 RL0738  PID         -  RL0738
 RL0738  STATE/COUNTY-  MI/ONTONAGON
 RL0738  USGS QUAD   -  
 RL0738
 RL0738                         *CURRENT SURVEY CONTROL
 RL0738  ___________________________________________________________________
 RL0738* NAD 83(1986)-  46 50 11.     (N)    089 28 51.     (W)     SCALED    
 RL0738* NAVD 88     -       188.838  (meters)     619.55   (feet)  ADJUSTED  
 RL0738  ___________________________________________________________________
 RL0738  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 RL0738  DYNAMIC HT  -         188.868 (meters)     619.64  (feet)  COMP
 RL0738  MODELED GRAV-     980,770.0   (mgal)                       NAVD 88
 RL0738
 RL0738  VERT ORDER  -  SECOND    CLASS 0
 RL0738
 RL0738.The horizontal coordinates were scaled from a topographic map and have
 RL0738.an estimated accuracy of +/- 6 seconds.
 RL0738
 RL0738.The orthometric height was determined by differential leveling
 RL0738.and adjusted by the National Geodetic Survey in June 1991..
 RL0738
 RL0738.The geoid height was determined by GEOID03.
 RL0738
 RL0738.The dynamic height is computed by dividing the NAVD 88
 RL0738.geopotential number by the normal gravity value computed on the
 RL0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0738.degrees latitude (g = 980.6199 gals.).
 RL0738
 RL0738.The modeled gravity was interpolated from observed gravity values.
 RL0738
 RL0738;                    North         East    Units  Estimated Accuracy
 RL0738;SPC MI N     -   231,150.    7,810,780.      MT  (+/- 180 meters Scaled)
 RL0738
 RL0738                          SUPERSEDED SURVEY CONTROL
 RL0738
 RL0738  NGVD 29 (??/??/92)  188.871  (m)          619.65   (f) ADJ UNCH    2 0
 RL0738
 RL0738.Superseded values are not recommended for survey control.
 RL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0738.See file dsdata.txt to determine how the superseded data were derived.
 RL0738
 RL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS108899(NAD 83)
 RL0738_MARKER: DB = BENCH MARK DISK
 RL0738_SETTING: 0 = UNSPECIFIED SETTING
 RL0738_STAMPING: K 135 1948
 RL0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL0738
 RL0738  HISTORY     - Date     Condition        Report By
 RL0738  HISTORY     - 1948     MONUMENTED       CGS
 RL0738  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0738  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0738  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL0738
 RL0738                          STATION DESCRIPTION
 RL0738
 RL0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0738'4.2 MI NE FROM SILVER CITY.
 RL0738'ABOUT 4.15 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS
 RL0738'JUNCTION WITH STATE HIGHWAY 107 IN SILVER CITY, 0.35 MILE
 RL0738'NORTHEAST OF THE BRIDGE OVER PINE CREEK, ALONG A SHORT TANGENT
 RL0738'AND ABOUT HALF WAY BETWEEN TWO CURVES, 62 FEET WEST OF A FOREST
 RL0738'SERVICE FIRE WARNING SIGN, 31 FEET NORTH OF THE CENTER LINE
 RL0738'OF THE HIGHWAY, 50 FEET NORTH AND ACROSS THE HIGHWAY FROM A
 RL0738'TELEPHONE POLE, 5 FEET SOUTHEAST OF A TRIANGULAR BLAZED 4-INCH
 RL0738'MAPLE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0738'2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 RL0738
 RL0738                          STATION RECOVERY (1977)
 RL0738
 RL0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0738'MARK NOT FOUND.
 RL0738
 RL0738                          STATION RECOVERY (1987)
 RL0738
 RL0738'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0738'MARK NOT FOUND.
 RL0738
 RL0738                          STATION RECOVERY (1995)
 RL0738
 RL0738'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL0738'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1310 ***********************************************************************
 RL1310  DESIGNATION -  K 136
 RL1310  PID         -  RL1310
 RL1310  STATE/COUNTY-  MI/ONTONAGON
 RL1310  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1310
 RL1310                         *CURRENT SURVEY CONTROL
 RL1310  ___________________________________________________________________
 RL1310* NAD 83(1986)-  46 49 03.     (N)    089 42 56.     (W)     SCALED    
 RL1310* NAVD 88     -       348.140  (meters)    1142.19   (feet)  ADJUSTED  
 RL1310  ___________________________________________________________________
 RL1310  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1310  DYNAMIC HT  -         348.190 (meters)    1142.35  (feet)  COMP
 RL1310  MODELED GRAV-     980,743.5   (mgal)                       NAVD 88
 RL1310
 RL1310  VERT ORDER  -  SECOND    CLASS 0
 RL1310
 RL1310.The horizontal coordinates were scaled from a topographic map and have
 RL1310.an estimated accuracy of +/- 6 seconds.
 RL1310
 RL1310.The orthometric height was determined by differential leveling
 RL1310.and adjusted by the National Geodetic Survey in June 1991..
 RL1310
 RL1310.The geoid height was determined by GEOID03.
 RL1310
 RL1310.The dynamic height is computed by dividing the NAVD 88
 RL1310.geopotential number by the normal gravity value computed on the
 RL1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1310.degrees latitude (g = 980.6199 gals.).
 RL1310
 RL1310.The modeled gravity was interpolated from observed gravity values.
 RL1310
 RL1310;                    North         East    Units  Estimated Accuracy
 RL1310;SPC MI N     -   229,640.    7,792,820.      MT  (+/- 180 meters Scaled)
 RL1310
 RL1310                          SUPERSEDED SURVEY CONTROL
 RL1310
 RL1310  NGVD 29 (??/??/92)  348.170  (m)         1142.29   (f) ADJ UNCH    2 0
 RL1310
 RL1310.Superseded values are not recommended for survey control.
 RL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1310.See file dsdata.txt to determine how the superseded data were derived.
 RL1310
 RL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS928884(NAD 83)
 RL1310_MARKER: DB = BENCH MARK DISK
 RL1310_SETTING: 66 = SET IN ROCK OUTCROP
 RL1310_SP_SET: ROCK OUTCROP
 RL1310_STAMPING: K 136 1948
 RL1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1310+STABILITY: POSITION/ELEVATION WELL
 RL1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1310+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1310
 RL1310  HISTORY     - Date     Condition        Report By
 RL1310  HISTORY     - 1948     MONUMENTED       CGS
 RL1310  HISTORY     - 1987     GOOD             USPSQD
 RL1310  HISTORY     - 1989     GOOD             USPSQD
 RL1310  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1310  HISTORY     - 20040723 GOOD             MIDT
 RL1310
 RL1310                          STATION DESCRIPTION
 RL1310
 RL1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1310'7.2 MI SW FROM SILVER CITY.
 RL1310'ABOUT 7.15 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1310'JUNCTION WITH STATE HIGHWAY 64 AT SILVER CITY, 0.55 MILE EAST
 RL1310'OF A DRINKING FOUNTAIN AND ROADSIDE PARK, ABOUT 100 YARDS EAST
 RL1310'OF THE SUMMIT OF THE HIGHEST AND MOST PROMINENT HILL ALONG THE
 RL1310'HIGHWAY, IN A BENCH CUT THRU SOLID ROCK, 26 FEET SOUTH OF THE
 RL1310'CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF
 RL1310'THE HIGHWAY AND SET IN THE OUTCROPPING ROCK IN THE CUT.
 RL1310
 RL1310                          STATION RECOVERY (1987)
 RL1310
 RL1310'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1310'RECOVERED IN GOOD CONDITION.
 RL1310
 RL1310                          STATION RECOVERY (1989)
 RL1310
 RL1310'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1310'RECOVERED IN GOOD CONDITION.
 RL1310
 RL1310                          STATION RECOVERY (1995)
 RL1310
 RL1310'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1310'MARK NOT FOUND.
 RL1310
 RL1310                          STATION RECOVERY (2004)
 RL1310
 RL1310'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1310'MARK WAS COVERED WITH SHELF ROCK THAT HAD FALLEN FROM ABOVE...CLEANED
 RL1310'OFF MARK AND PAINTED AROUND IT WITH FLUORESCENT PINK PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0862 ***********************************************************************
 RL0862  DESIGNATION -  K 137
 RL0862  PID         -  RL0862
 RL0862  STATE/COUNTY-  MI/ONTONAGON
 RL0862  USGS QUAD   -  
 RL0862
 RL0862                         *CURRENT SURVEY CONTROL
 RL0862  ___________________________________________________________________
 RL0862* NAD 83(1986)-  46 43 08.     (N)    089 12 27.     (W)     SCALED    
 RL0862* NAVD 88     -       202.211  (meters)     663.42   (feet)  ADJUSTED  
 RL0862  ___________________________________________________________________
 RL0862  GEOID HEIGHT-         -31.73  (meters)                     GEOID03
 RL0862  DYNAMIC HT  -         202.234 (meters)     663.50  (feet)  COMP
 RL0862  MODELED GRAV-     980,722.5   (mgal)                       NAVD 88
 RL0862
 RL0862  VERT ORDER  -  SECOND    CLASS 0
 RL0862
 RL0862.The horizontal coordinates were scaled from a topographic map and have
 RL0862.an estimated accuracy of +/- 6 seconds.
 RL0862
 RL0862.The orthometric height was determined by differential leveling
 RL0862.and adjusted by the National Geodetic Survey in June 1991..
 RL0862
 RL0862.The geoid height was determined by GEOID03.
 RL0862
 RL0862.The dynamic height is computed by dividing the NAVD 88
 RL0862.geopotential number by the normal gravity value computed on the
 RL0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0862.degrees latitude (g = 980.6199 gals.).
 RL0862
 RL0862.The modeled gravity was interpolated from observed gravity values.
 RL0862
 RL0862;                    North         East    Units  Estimated Accuracy
 RL0862;SPC MI N     -   217,480.    7,831,260.      MT  (+/- 180 meters Scaled)
 RL0862
 RL0862                          SUPERSEDED SURVEY CONTROL
 RL0862
 RL0862  NGVD 29 (??/??/92)  202.226  (m)          663.47   (f) ADJ UNCH    2 0
 RL0862
 RL0862.Superseded values are not recommended for survey control.
 RL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0862.See file dsdata.txt to determine how the superseded data were derived.
 RL0862
 RL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS312762(NAD 83)
 RL0862_MARKER: DB = BENCH MARK DISK
 RL0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0862_STAMPING: K 137 1948
 RL0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0862+STABILITY: SURFACE MOTION
 RL0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0862+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL0862
 RL0862  HISTORY     - Date     Condition        Report By
 RL0862  HISTORY     - 1948     MONUMENTED       CGS
 RL0862  HISTORY     - 20010619 MARK NOT FOUND   USPSQD
 RL0862  HISTORY     - 20040507 GOOD             GEOCAC
 RL0862
 RL0862                          STATION DESCRIPTION
 RL0862
 RL0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0862'2.2 MI SW FROM ROCKLAND.
 RL0862'ABOUT 0.15 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL0862'ROCKLAND, THENCE 2.1 MILES SOUTHWEST ALONG THE NORWICH ROAD,
 RL0862'0.1 MILE SOUTH OF THE SOUTH END OF THE ONTONAGON RIVER BRIDGE,
 RL0862'ON THE EXTENDED CENTER LINE OF THE BRIDGE, IN THE SOUTHWEST
 RL0862'CORNER OF A CLEARING, 36 FEET EAST OF THE CENTER LINE OF THE
 RL0862'ROAD, 17 FEET NORTH OF THE NORTH EDGE OF A WOODLAND, 2 FEET
 RL0862'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RL0862'AND IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 RL0862
 RL0862                          STATION RECOVERY (2001)
 RL0862
 RL0862'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0862'MARK NOT FOUND.
 RL0862
 RL0862                          STATION RECOVERY (2004)
 RL0862
 RL0862'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0862'NAD 83 -  46 43 07.5 (N) -  089 12 28.1 (W)  HANDHELD DGPS
 RL0862' 
 RL0862'NEW BRIDGE AND ROAD ALIGNMENT CROSSING THE ONTONAGON RIVER SINCE 1948.
 RL0862' 
 RL0862' 
 RL0862'LOCATED 0.1 MILE SW OF THE SW END OF THE EXISTING BRIDGE, ABOUT MIDWAY
 RL0862'ON SHORT TANGENT BETWEEN THE 1ST AND 2ND CURVES SW OF BRIDGE. IT IS
 RL0862'145 FT SW OF A TELEPHONE JUNCTION BOX, 37 FT SE OF ROAD C/L, 0.5 FT SE
 RL0862'OF A CLUMP OF MAPLES AND A MWP+SIGN, 3 FT BELOW LEVEL WITH ROAD AND
 RL0862'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0774 ***********************************************************************
 RL0774  DESIGNATION -  K 138
 RL0774  PID         -  RL0774
 RL0774  STATE/COUNTY-  MI/ONTONAGON
 RL0774  USGS QUAD   -  
 RL0774
 RL0774                         *CURRENT SURVEY CONTROL
 RL0774  ___________________________________________________________________
 RL0774* NAD 83(1986)-  46 34 02.     (N)    089 03 14.     (W)     SCALED    
 RL0774* NAVD 88     -       346.180  (meters)    1135.76   (feet)  ADJUSTED  
 RL0774  ___________________________________________________________________
 RL0774  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 RL0774  DYNAMIC HT  -         346.194 (meters)    1135.80  (feet)  COMP
 RL0774  MODELED GRAV-     980,645.3   (mgal)                       NAVD 88
 RL0774
 RL0774  VERT ORDER  -  SECOND    CLASS 0
 RL0774
 RL0774.The horizontal coordinates were scaled from a topographic map and have
 RL0774.an estimated accuracy of +/- 6 seconds.
 RL0774
 RL0774.The orthometric height was determined by differential leveling
 RL0774.and adjusted by the National Geodetic Survey in June 1991..
 RL0774
 RL0774.The geoid height was determined by GEOID03.
 RL0774
 RL0774.The dynamic height is computed by dividing the NAVD 88
 RL0774.geopotential number by the normal gravity value computed on the
 RL0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0774.degrees latitude (g = 980.6199 gals.).
 RL0774
 RL0774.The modeled gravity was interpolated from observed gravity values.
 RL0774
 RL0774;                    North         East    Units  Estimated Accuracy
 RL0774;SPC MI N     -   200,310.    7,842,560.      MT  (+/- 180 meters Scaled)
 RL0774
 RL0774                          SUPERSEDED SURVEY CONTROL
 RL0774
 RL0774  NGVD 29 (??/??/92)  346.194  (m)         1135.80   (f) ADJ UNCH    2 0
 RL0774
 RL0774.Superseded values are not recommended for survey control.
 RL0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0774.See file dsdata.txt to determine how the superseded data were derived.
 RL0774
 RL0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS425591(NAD 83)
 RL0774_MARKER: DB = BENCH MARK DISK
 RL0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0774_STAMPING: K 138 1948
 RL0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0774+STABILITY: SURFACE MOTION
 RL0774
 RL0774  HISTORY     - Date     Condition        Report By
 RL0774  HISTORY     - 1948     MONUMENTED       CGS
 RL0774  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0774  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0774  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0774
 RL0774                          STATION DESCRIPTION
 RL0774
 RL0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0774'7.8 MI N FROM TROUT CREEK.
 RL0774'ABOUT 7.85 MILES NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE
 RL0774'AT TROUT CREEK, ABOUT 0.2 MILE NORTH OF A TURN IN THE ROAD WITH
 RL0774'TANGENTS NORTH AND EAST, AT THE JUNCTION OF A LOGGING ROAD
 RL0774'WEST, 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 RL0774'NORTH OF THE CENTER LINE OF THE LOGGING ROAD, 23 FEET
 RL0774'WEST-NORTHWEST OF THE NORTH END OF A POLE CULVERT UNDER LOGGING
 RL0774'ROAD, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 FEET
 RL0774'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0774'2 INCHES.
 RL0774
 RL0774                          STATION RECOVERY (1978)
 RL0774
 RL0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0774'MARK NOT FOUND.
 RL0774
 RL0774                          STATION RECOVERY (2001)
 RL0774
 RL0774'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0774'MARK NOT FOUND.
 RL0774
 RL0774                          STATION RECOVERY (2004)
 RL0774
 RL0774'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0546 ***********************************************************************
 RL0546  DESIGNATION -  K 139
 RL0546  PID         -  RL0546
 RL0546  STATE/COUNTY-  MI/HOUGHTON
 RL0546  USGS QUAD   -  
 RL0546
 RL0546                         *CURRENT SURVEY CONTROL
 RL0546  ___________________________________________________________________
 RL0546* NAD 83(1986)-  46 30 08.     (N)    088 53 16.     (W)     SCALED    
 RL0546* NAVD 88     -       405.266  (meters)    1329.61   (feet)  ADJUSTED  
 RL0546  ___________________________________________________________________
 RL0546  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 RL0546  DYNAMIC HT  -         405.281 (meters)    1329.66  (feet)  COMP
 RL0546  MODELED GRAV-     980,639.9   (mgal)                       NAVD 88
 RL0546
 RL0546  VERT ORDER  -  SECOND    CLASS 0
 RL0546
 RL0546.The horizontal coordinates were scaled from a topographic map and have
 RL0546.an estimated accuracy of +/- 6 seconds.
 RL0546
 RL0546.The orthometric height was determined by differential leveling
 RL0546.and adjusted by the National Geodetic Survey in June 1991..
 RL0546
 RL0546.The geoid height was determined by GEOID03.
 RL0546
 RL0546.The dynamic height is computed by dividing the NAVD 88
 RL0546.geopotential number by the normal gravity value computed on the
 RL0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0546.degrees latitude (g = 980.6199 gals.).
 RL0546
 RL0546.The modeled gravity was interpolated from observed gravity values.
 RL0546
 RL0546;                    North         East    Units  Estimated Accuracy
 RL0546;SPC MI N     -   192,770.    7,855,120.      MT  (+/- 180 meters Scaled)
 RL0546
 RL0546                          SUPERSEDED SURVEY CONTROL
 RL0546
 RL0546  NGVD 29 (??/??/92)  405.280  (m)         1329.66   (f) ADJ UNCH    2 0
 RL0546
 RL0546.Superseded values are not recommended for survey control.
 RL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0546.See file dsdata.txt to determine how the superseded data were derived.
 RL0546
 RL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS551515(NAD 83)
 RL0546_MARKER: DB = BENCH MARK DISK
 RL0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0546_STAMPING: K 139 1948
 RL0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0546+STABILITY: SURFACE MOTION
 RL0546
 RL0546  HISTORY     - Date     Condition        Report By
 RL0546  HISTORY     - 1948     MONUMENTED       CGS
 RL0546  HISTORY     - 1978     POOR             USGS
 RL0546  HISTORY     - 1985     GOOD             NGS
 RL0546  HISTORY     - 20040430 MARK NOT FOUND   GEOCAC
 RL0546
 RL0546                          STATION DESCRIPTION
 RL0546
 RL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0546'1.4 MI NE FROM KENTON.
 RL0546'0.3 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT
 RL0546'KENTON, THENCE ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD, ABOUT
 RL0546'0.95 MILE NORTH OF THE CROSSING OF THE DULUTH, SOUTH SHORE AND
 RL0546'ATLANTIC RAILWAY, ABOUT 0.65 MILE NORTH OF A CEMETERY ON THE
 RL0546'WEST SIDE OF THE ROAD, ABOUT 0.2 MILE NORTH OF A SIDE ROAD
 RL0546'EAST, SET NEAR THE TOP OF A HILL DECENDING TO THE NORTH, 28 FEET
 RL0546'WEST OF THE CENTER LINE OF THE ROAD, 70 FEET NORTHWEST AND
 RL0546'ACROSS THE ROAD FROM A POWER POLE, 15 FEET NORTH-NORTHWEST OF
 RL0546'A TRIANGULAR BLAZED 10-INCH ELM TREE, 2 FEET SOUTH OF A WHITE
 RL0546'WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP
 RL0546'OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0546
 RL0546                          STATION RECOVERY (1978)
 RL0546
 RL0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0546'MARK RECOVERED IN POOR CONDITION.
 RL0546
 RL0546                          STATION RECOVERY (1985)
 RL0546
 RL0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0546'RECOVERED IN GOOD CONDITION.
 RL0546
 RL0546                          STATION RECOVERY (2004)
 RL0546
 RL0546'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0546'UNDERGROUND TELEPHONE CABLE CONSTRUCTION ALONG THE WEST SIDE OF NFH-16
 RL0546'AT THE SITE LOCATION CIRCA 2003.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0225 ***********************************************************************
 PL0225  DESIGNATION -  K 14
 PL0225  PID         -  PL0225
 PL0225  STATE/COUNTY-  MI/WEXFORD
 PL0225  USGS QUAD   -  
 PL0225
 PL0225                         *CURRENT SURVEY CONTROL
 PL0225  ___________________________________________________________________
 PL0225* NAD 83(1986)-  44 22 23.     (N)    085 25 19.     (W)     SCALED    
 PL0225* NAVD 88     -       390.943  (meters)    1282.62   (feet)  ADJUSTED  
 PL0225  ___________________________________________________________________
 PL0225  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 PL0225  DYNAMIC HT  -         390.893 (meters)    1282.45  (feet)  COMP
 PL0225  MODELED GRAV-     980,479.7   (mgal)                       NAVD 88
 PL0225
 PL0225  VERT ORDER  -  FIRST     CLASS II
 PL0225
 PL0225.The horizontal coordinates were scaled from a topographic map and have
 PL0225.an estimated accuracy of +/- 6 seconds.
 PL0225
 PL0225.The orthometric height was determined by differential leveling
 PL0225.and adjusted by the National Geodetic Survey in June 1991..
 PL0225
 PL0225.The geoid height was determined by GEOID03.
 PL0225
 PL0225.The dynamic height is computed by dividing the NAVD 88
 PL0225.geopotential number by the normal gravity value computed on the
 PL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0225.degrees latitude (g = 980.6199 gals.).
 PL0225
 PL0225.The modeled gravity was interpolated from observed gravity values.
 PL0225
 PL0225;                    North         East    Units  Estimated Accuracy
 PL0225;SPC MI C     -   117,930.    5,915,900.      MT  (+/- 180 meters Scaled)
 PL0225
 PL0225                          SUPERSEDED SURVEY CONTROL
 PL0225
 PL0225  NGVD 29 (??/??/92)  391.030  (m)         1282.90   (f) ADJ UNCH    1 2
 PL0225
 PL0225.Superseded values are not recommended for survey control.
 PL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0225.See file dsdata.txt to determine how the superseded data were derived.
 PL0225
 PL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ257145(NAD 83)
 PL0225_MARKER: DB = BENCH MARK DISK
 PL0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0225_SP_SET: MILEPOST
 PL0225_STAMPING: 341
 PL0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0225
 PL0225  HISTORY     - Date     Condition        Report By
 PL0225  HISTORY     - UNK      MONUMENTED       CGS
 PL0225  HISTORY     - 1934     GOOD             NGS
 PL0225  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0225
 PL0225                          STATION DESCRIPTION
 PL0225
 PL0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0225'0.3 MI S FROM GILBERT.
 PL0225'AT GILBERT, 0.3 MILE SOUTH OF THE PENNSYLVANIA RAILROAD STATION,
 PL0225'AT THE TOP OF A HIGH NARROW FILL, AT MILEPOST 341, AND 7.0 FEET
 PL0225'EAST OF THE EAST RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL
 PL0225'PROJECTING 10 INCHES ABOVE GROUND AND STAMPED 341.
 PL0225
 PL0225                          STATION RECOVERY (1996)
 PL0225
 PL0225'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1224 ***********************************************************************
 RL1224  DESIGNATION -  K 140
 RL1224  PID         -  RL1224
 RL1224  STATE/COUNTY-  MI/GOGEBIC
 RL1224  USGS QUAD   -  WAKEFIELD NE (1975)
 RL1224
 RL1224                         *CURRENT SURVEY CONTROL
 RL1224  ___________________________________________________________________
 RL1224* NAD 83(1986)-  46 25 42.     (N)    089 49 27.     (W)     SCALED    
 RL1224* NAVD 88     -       499.495  (meters)    1638.76   (feet)  ADJUSTED  
 RL1224  ___________________________________________________________________
 RL1224  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 RL1224  DYNAMIC HT  -         499.499 (meters)    1638.77  (feet)  COMP
 RL1224  MODELED GRAV-     980,608.0   (mgal)                       NAVD 88
 RL1224
 RL1224  VERT ORDER  -  SECOND    CLASS 0
 RL1224
 RL1224.The horizontal coordinates were scaled from a topographic map and have
 RL1224.an estimated accuracy of +/- 6 seconds.
 RL1224
 RL1224.The orthometric height was determined by differential leveling
 RL1224.and adjusted by the National Geodetic Survey in June 1991..
 RL1224
 RL1224.The geoid height was determined by GEOID03.
 RL1224
 RL1224.The dynamic height is computed by dividing the NAVD 88
 RL1224.geopotential number by the normal gravity value computed on the
 RL1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1224.degrees latitude (g = 980.6199 gals.).
 RL1224
 RL1224.The modeled gravity was interpolated from observed gravity values.
 RL1224
 RL1224;                    North         East    Units  Estimated Accuracy
 RL1224;SPC MI N     -   186,700.    7,782,990.      MT  (+/- 180 meters Scaled)
 RL1224
 RL1224                          SUPERSEDED SURVEY CONTROL
 RL1224
 RL1224  NGVD 29 (??/??/92)  499.495  (m)         1638.76   (f) ADJ UNCH    2 0
 RL1224
 RL1224.Superseded values are not recommended for survey control.
 RL1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1224.See file dsdata.txt to determine how the superseded data were derived.
 RL1224
 RL1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS830455(NAD 83)
 RL1224_MARKER: DB = BENCH MARK DISK
 RL1224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1224_STAMPING: K 140 1948
 RL1224_MARK LOGO: CGS   
 RL1224_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1224+STABILITY: SURFACE MOTION
 RL1224
 RL1224  HISTORY     - Date     Condition        Report By
 RL1224  HISTORY     - 1948     MONUMENTED       CGS
 RL1224  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1224  HISTORY     - 19910814 POOR             MIDT
 RL1224  HISTORY     - 19950612 POOR             USPSQD
 RL1224  HISTORY     - 20040806 POOR             USPSQD
 RL1224
 RL1224                          STATION DESCRIPTION
 RL1224
 RL1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1224'6.4 MI SE FROM WAKEFIELD.
 RL1224'ABOUT 6.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1224'SCHOOL AT WAKEFIELD, NEAR THE CREST OF A HILL AT THE NORTH
 RL1224'CORNER OF A CLEARING FOR A ROADSIDE TABLE, 41 FEET SOUTHWEST
 RL1224'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET EAST-SOUTHEAST OF A
 RL1224'10-INCH ASPEN TREE, 13 FEET WEST-NORTHWEST OF A TRIANGULAR
 RL1224'BLAZED 7-INCH HARD MAPLE TREE, 9 FEET NORTHEAST OF A TRIANGULAR
 RL1224'BLAZED 6-INCH HARD MAPLE TREE IN A CLUMP OF 16 MAPLE TREES, 2
 RL1224'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL1224'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL1224'3 INCHES.
 RL1224
 RL1224                          STATION RECOVERY (1987)
 RL1224
 RL1224'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1224'MARK NOT FOUND.
 RL1224
 RL1224                          STATION RECOVERY (1991)
 RL1224
 RL1224'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BTR)
 RL1224'FOUND CONCRETE POST DAMAGED AND THE DISK PARTIALLY GONE.  2ND ORDER
 RL1224'LEVELS BY MIDT BETWEEN H 140 1948 AND L 140 1948 SHOWED THAT THE
 RL1224'HIGHEST PORTION OF REMAINING K 140 1948 DISK TO BE 0.211 FT (6.431 CM)
 RL1224'HIGHER THAN PUBLISHED ELEVATION.
 RL1224
 RL1224                          STATION RECOVERY (1995)
 RL1224
 RL1224'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1224'MARK RECOVERED IN POOR CONDITION.
 RL1224
 RL1224                          STATION RECOVERY (2004)
 RL1224
 RL1224'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1224'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0982 ***********************************************************************
 RL0982  DESIGNATION -  K 141
 RL0982  PID         -  RL0982
 RL0982  STATE/COUNTY-  MI/GOGEBIC
 RL0982  USGS QUAD   -  STAR LAKE (1982)
 RL0982
 RL0982                         *CURRENT SURVEY CONTROL
 RL0982  ___________________________________________________________________
 RL0982* NAD 83(1986)-  46 19 05.     (N)    089 26 50.     (W)     SCALED    
 RL0982* NAVD 88     -       497.372  (meters)    1631.79   (feet)  ADJUSTED  
 RL0982  ___________________________________________________________________
 RL0982  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL0982  DYNAMIC HT  -         497.384 (meters)    1631.83  (feet)  COMP
 RL0982  MODELED GRAV-     980,623.8   (mgal)                       NAVD 88
 RL0982
 RL0982  VERT ORDER  -  SECOND    CLASS 0
 RL0982
 RL0982.The horizontal coordinates were scaled from a topographic map and have
 RL0982.an estimated accuracy of +/- 6 seconds.
 RL0982
 RL0982.The orthometric height was determined by differential leveling
 RL0982.and adjusted by the National Geodetic Survey in June 1991..
 RL0982
 RL0982.The geoid height was determined by GEOID03.
 RL0982
 RL0982.The dynamic height is computed by dividing the NAVD 88
 RL0982.geopotential number by the normal gravity value computed on the
 RL0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0982.degrees latitude (g = 980.6199 gals.).
 RL0982
 RL0982.The modeled gravity was interpolated from observed gravity values.
 RL0982
 RL0982;                    North         East    Units  Estimated Accuracy
 RL0982;SPC MI N     -   173,480.    7,811,570.      MT  (+/- 180 meters Scaled)
 RL0982
 RL0982                          SUPERSEDED SURVEY CONTROL
 RL0982
 RL0982  NGVD 29 (??/??/92)  497.387  (m)         1631.84   (f) ADJ UNCH    2 0
 RL0982
 RL0982.Superseded values are not recommended for survey control.
 RL0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0982.See file dsdata.txt to determine how the superseded data were derived.
 RL0982
 RL0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS115322(NAD 83)
 RL0982_MARKER: DB = BENCH MARK DISK
 RL0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0982_STAMPING: K 141 1948
 RL0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0982+STABILITY: SURFACE MOTION
 RL0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0982+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL0982
 RL0982  HISTORY     - Date     Condition        Report By
 RL0982  HISTORY     - 1948     MONUMENTED       CGS
 RL0982  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0982  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0982  HISTORY     - 19950830 MARK NOT FOUND   MIDT
 RL0982  HISTORY     - 19950830 MARK NOT FOUND   MIDT
 RL0982
 RL0982                          STATION DESCRIPTION
 RL0982
 RL0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0982'14.2 MI E FROM MARENISCO.
 RL0982'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0982'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0982'13.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 1.0 MILE
 RL0982'SOUTHEAST OF THE CROSSING OF THE CHICAGO AND NORTH WESTERN
 RL0982'RAILWAY, ABOUT 100 YARDS SOUTHEAST OF A PIPE CULVERT, AT THE
 RL0982'CROSSING OF AN OLD NORTHEAST-SOUTHWEST ROAD, 37 FEET NORTHEAST
 RL0982'OF THE CENTER OF THE INTERSECTION 12 FEET NORTHWEST OF THE CENTER
 RL0982'LINE OF THE OLD ROAD, 29 FEET NORTHWEST AND ACROSS THE OLD ROAD
 RL0982'FROM A TRIANGULAR BLAZED 20-INCH HARD MAPLE TREE, 34 FEET
 RL0982'WEST-SOUTHWEST OF A TRIANGULAR BLAZED 20-INCH HARD MAPLE TREE,
 RL0982'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0982'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0982'6 INCHES.
 RL0982
 RL0982                          STATION RECOVERY (1978)
 RL0982
 RL0982'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0982'MARK NOT FOUND.
 RL0982
 RL0982                          STATION RECOVERY (1987)
 RL0982
 RL0982'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0982'MARK NOT FOUND.
 RL0982
 RL0982                          STATION RECOVERY (1995)
 RL0982
 RL0982'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0982'NOT RECOVERED.
 RL0982
 RL0982                          STATION RECOVERY (1995)
 RL0982
 RL0982'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0982'STATION WAS NOT RECOVERED AT THIS TIME.  DESCRIPTION PUTS MARK UNDER
 RL0982'SEVERAL FEET OF PUSHED UP DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1200 ***********************************************************************
 RL1200  DESIGNATION -  K 142
 RL1200  PID         -  RL1200
 RL1200  STATE/COUNTY-  MI/GOGEBIC
 RL1200  USGS QUAD   -  MARSHALL CREEK (1982)
 RL1200
 RL1200                         *CURRENT SURVEY CONTROL
 RL1200  ___________________________________________________________________
 RL1200* NAD 83(1986)-  46 23 56.     (N)    089 35 12.     (W)     SCALED    
 RL1200* NAVD 88     -       467.316  (meters)    1533.19   (feet)  ADJUSTED  
 RL1200  ___________________________________________________________________
 RL1200  GEOID HEIGHT-         -31.08  (meters)                     GEOID03
 RL1200  DYNAMIC HT  -         467.322 (meters)    1533.21  (feet)  COMP
 RL1200  MODELED GRAV-     980,611.7   (mgal)                       NAVD 88
 RL1200
 RL1200  VERT ORDER  -  SECOND    CLASS 0
 RL1200
 RL1200.The horizontal coordinates were scaled from a topographic map and have
 RL1200.an estimated accuracy of +/- 6 seconds.
 RL1200
 RL1200.The orthometric height was determined by differential leveling
 RL1200.and adjusted by the National Geodetic Survey in June 1991..
 RL1200
 RL1200.The geoid height was determined by GEOID03.
 RL1200
 RL1200.The dynamic height is computed by dividing the NAVD 88
 RL1200.geopotential number by the normal gravity value computed on the
 RL1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1200.degrees latitude (g = 980.6199 gals.).
 RL1200
 RL1200.The modeled gravity was interpolated from observed gravity values.
 RL1200
 RL1200;                    North         East    Units  Estimated Accuracy
 RL1200;SPC MI N     -   182,810.    7,801,130.      MT  (+/- 180 meters Scaled)
 RL1200
 RL1200                          SUPERSEDED SURVEY CONTROL
 RL1200
 RL1200  NGVD 29 (??/??/92)  467.316  (m)         1533.19   (f) ADJ UNCH    2 0
 RL1200
 RL1200.Superseded values are not recommended for survey control.
 RL1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1200.See file dsdata.txt to determine how the superseded data were derived.
 RL1200
 RL1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS011416(NAD 83)
 RL1200_MARKER: DB = BENCH MARK DISK
 RL1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1200_STAMPING: K 142 1948
 RL1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1200+STABILITY: SURFACE MOTION
 RL1200
 RL1200  HISTORY     - Date     Condition        Report By
 RL1200  HISTORY     - 1948     MONUMENTED       CGS
 RL1200  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1200  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1200  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1200  HISTORY     - 20040805 MARK NOT FOUND   USPSQD
 RL1200
 RL1200                          STATION DESCRIPTION
 RL1200
 RL1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1200'6.2 MI NE FROM MARENISCO.
 RL1200'ABOUT 6.25 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1200'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1200'1.1 MILES SOUTHWEST OF THE BRIDGE OVER MARSHALL CREEK, 72 FEET
 RL1200'SOUTHEAST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 25-INCH
 RL1200'HARD MAPLE TREE, 70 FEET EAST-SOUTHEAST AND ACROSS THE ROAD
 RL1200'FROM POWER POLE NO. 153, 32 FEET SOUTHEAST OF THE CENTER LINE
 RL1200'OF THE HIGHWAY, 16 FEET NORTHWEST OF A MICHIGAN STATE HIGHWAY
 RL1200'BM (NAIL AND WASHER), 12 FEET NORTH OF A TRIANGULAR BLAZED
 RL1200'18-INCH BIRCH TREE, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE
 RL1200'TOP OF A CONCRETE POST.  NOTE-- IN FIELD CHECKING THIS MARK
 RL1200'IT WAS FOUND TO BE COVERED WITH ABOUT 2 1/2 FEET OF LOOSE DIRT
 RL1200'DUE TO THE WIDENING OF THE DITCH ALONG THE HIGHWAY.  MARK WAS
 RL1200'NOT DISTURBED BUT WILL PROBABLY REMAIN COVERED.
 RL1200
 RL1200                          STATION RECOVERY (1978)
 RL1200
 RL1200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1200'MARK NOT FOUND.
 RL1200
 RL1200                          STATION RECOVERY (1987)
 RL1200
 RL1200'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1200'MARK NOT FOUND.
 RL1200
 RL1200                          STATION RECOVERY (1995)
 RL1200
 RL1200'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1200'MARK NOT FOUND.
 RL1200
 RL1200                          STATION RECOVERY (2004)
 RL1200
 RL1200'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0961 ***********************************************************************
 RL0961  DESIGNATION -  K 143
 RL0961  PID         -  RL0961
 RL0961  STATE/COUNTY-  MI/GOGEBIC
 RL0961  USGS QUAD   -  STAR LAKE (1982)
 RL0961
 RL0961                         *CURRENT SURVEY CONTROL
 RL0961  ___________________________________________________________________
 RL0961* NAD 83(1986)-  46 15 11.     (N)    089 27 08.     (W)     SCALED    
 RL0961* NAVD 88     -       514.428  (meters)    1687.75   (feet)  ADJUSTED  
 RL0961  ___________________________________________________________________
 RL0961  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 RL0961  DYNAMIC HT  -         514.436 (meters)    1687.78  (feet)  COMP
 RL0961  MODELED GRAV-     980,613.6   (mgal)                       NAVD 88
 RL0961
 RL0961  VERT ORDER  -  SECOND    CLASS 0
 RL0961
 RL0961.The horizontal coordinates were scaled from a topographic map and have
 RL0961.an estimated accuracy of +/- 6 seconds.
 RL0961
 RL0961.The orthometric height was determined by differential leveling
 RL0961.and adjusted by the National Geodetic Survey in June 1991..
 RL0961
 RL0961.The geoid height was determined by GEOID03.
 RL0961
 RL0961.The dynamic height is computed by dividing the NAVD 88
 RL0961.geopotential number by the normal gravity value computed on the
 RL0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0961.degrees latitude (g = 980.6199 gals.).
 RL0961
 RL0961.The modeled gravity was interpolated from observed gravity values.
 RL0961
 RL0961;                    North         East    Units  Estimated Accuracy
 RL0961;SPC MI N     -   166,280.    7,810,960.      MT  (+/- 180 meters Scaled)
 RL0961
 RL0961                          SUPERSEDED SURVEY CONTROL
 RL0961
 RL0961  NGVD 29 (??/??/92)  514.440  (m)         1687.79   (f) ADJ UNCH    2 0
 RL0961
 RL0961.Superseded values are not recommended for survey control.
 RL0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0961.See file dsdata.txt to determine how the superseded data were derived.
 RL0961
 RL0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS109250(NAD 83)
 RL0961_MARKER: DB = BENCH MARK DISK
 RL0961_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0961_SP_SET: DAM WINGWALL
 RL0961_STAMPING: K 143 1948
 RL0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0961+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 RL0961
 RL0961  HISTORY     - Date     Condition        Report By
 RL0961  HISTORY     - 1948     MONUMENTED       CGS
 RL0961  HISTORY     - 20050414 GOOD             GEOCAC
 RL0961
 RL0961                          STATION DESCRIPTION
 RL0961
 RL0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0961'16.6 MI SW FROM WATERSMEET.
 RL0961'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0961'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY
 RL0961'2, THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE CISCO CHAIN OF
 RL0961'LAKES ROAD, THENCE ABOUT 0.8 MILE WEST ALONG A ROAD, AT THE
 RL0961'CISCO DAM, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 RL0961'WING WALL OF A 20-FOOT CONCRETE DAM, 103 FEET EAST OF THE CENTER
 RL0961'LINE OF A DIM ROAD NORTH, 11 FEET SOUTH OF THE CENTER LINE OF
 RL0961'THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 RL0961
 RL0961                          STATION RECOVERY (2005)
 RL0961
 RL0961'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0961'NAD 83(1986)-  46 15 10.7  (N)    089 27 08.0  (W)   HANDHELD GPS
 RL0961' 
 RL0961'MILEAGE UPDATES DUE TO ROAD CHANGES.
 RL0961' 
 RL0961'US-45 AT WATERSMEET.  11.0 MILE WEST ALONG US-2, THENCE 3.6 MILES
 RL0961'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD, THENCE 0.7
 RL0961'MILES WEST (RIGHT) ALONG CR 531 TO THE MARK ON THE LEFT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1057 ***********************************************************************
 RL1057  DESIGNATION -  K 144
 RL1057  PID         -  RL1057
 RL1057  STATE/COUNTY-  MI/ONTONAGON
 RL1057  USGS QUAD   -  
 RL1057
 RL1057                         *CURRENT SURVEY CONTROL
 RL1057  ___________________________________________________________________
 RL1057* NAD 83(1986)-  46 25 45.     (N)    089 14 26.     (W)     SCALED    
 RL1057* NAVD 88     -       380.777  (meters)    1249.27   (feet)  ADJUSTED  
 RL1057  ___________________________________________________________________
 RL1057  GEOID HEIGHT-         -31.57  (meters)                     GEOID03
 RL1057  DYNAMIC HT  -         380.792 (meters)    1249.32  (feet)  COMP
 RL1057  MODELED GRAV-     980,641.4   (mgal)                       NAVD 88
 RL1057
 RL1057  VERT ORDER  -  SECOND    CLASS 0
 RL1057
 RL1057.The horizontal coordinates were scaled from a topographic map and have
 RL1057.an estimated accuracy of +/- 6 seconds.
 RL1057
 RL1057.The orthometric height was determined by differential leveling
 RL1057.and adjusted by the National Geodetic Survey in June 1991..
 RL1057
 RL1057.The geoid height was determined by GEOID03.
 RL1057
 RL1057.The dynamic height is computed by dividing the NAVD 88
 RL1057.geopotential number by the normal gravity value computed on the
 RL1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1057.degrees latitude (g = 980.6199 gals.).
 RL1057
 RL1057.The modeled gravity was interpolated from observed gravity values.
 RL1057
 RL1057;                    North         East    Units  Estimated Accuracy
 RL1057;SPC MI N     -   185,360.    7,827,830.      MT  (+/- 180 meters Scaled)
 RL1057
 RL1057                          SUPERSEDED SURVEY CONTROL
 RL1057
 RL1057  NGVD 29 (??/??/92)  380.799  (m)         1249.34   (f) ADJ UNCH    2 0
 RL1057
 RL1057.Superseded values are not recommended for survey control.
 RL1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1057.See file dsdata.txt to determine how the superseded data were derived.
 RL1057
 RL1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS278441(NAD 83)
 RL1057_MARKER: DB = BENCH MARK DISK
 RL1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1057_STAMPING: K 144 1948
 RL1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1057+STABILITY: SURFACE MOTION
 RL1057
 RL1057  HISTORY     - Date     Condition        Report By
 RL1057  HISTORY     - 1948     MONUMENTED       CGS
 RL1057  HISTORY     - 20010617 MARK NOT FOUND   USPSQD
 RL1057  HISTORY     - 20041028 MARK NOT FOUND   GEOCAC
 RL1057
 RL1057                          STATION DESCRIPTION
 RL1057
 RL1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1057'8.7 MI SE FROM EWEN.
 RL1057'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL1057'CHAPEL AT EWEN, THENCE ABOUT 7.8 MILES SOUTH ALONG A GRAVEL
 RL1057'ROAD, ABOUT 0.75 MILE NORTH OF A 12-FOOT WOODEN BRIDGE, ABOUT
 RL1057'162 FEET SOUTH OF A CURVE IN THE ROAD WITH TANGENTS SOUTH AND
 RL1057'NORTHWEST, 236 FEET NORTH OF THE EST END OF A 24-INCH PIPE
 RL1057'CULVERT, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET
 RL1057'SOUTHWEST OF A TRIANGULAR BLAZED 6-INCH ASPEN TREE, 2 FEET
 RL1057'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RL1057'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1057
 RL1057                          STATION RECOVERY (2001)
 RL1057
 RL1057'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1057'MARK NOT FOUND.
 RL1057
 RL1057                          STATION RECOVERY (2004)
 RL1057
 RL1057'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1057'THERE HAS BEEN ROAD WORK IN THE AREA. ITS POSSIBLE THE MARK MAY BE
 RL1057'BURIED SEVERAL FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1256 ***********************************************************************
 RL1256  DESIGNATION -  K 145
 RL1256  PID         -  RL1256
 RL1256  STATE/COUNTY-  MI/GOGEBIC
 RL1256  USGS QUAD   -  CHANEY LAKE (1982)
 RL1256
 RL1256                         *CURRENT SURVEY CONTROL
 RL1256  ___________________________________________________________________
 RL1256* NAD 83(1986)-  46 19 06.     (N)    089 55 10.     (W)     SCALED    
 RL1256* NAVD 88     -       499.195  (meters)    1637.78   (feet)  ADJUSTED  
 RL1256  ___________________________________________________________________
 RL1256  GEOID HEIGHT-         -30.89  (meters)                     GEOID03
 RL1256  DYNAMIC HT  -         499.189 (meters)    1637.76  (feet)  COMP
 RL1256  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 RL1256
 RL1256  VERT ORDER  -  SECOND    CLASS 0
 RL1256
 RL1256.The horizontal coordinates were scaled from a topographic map and have
 RL1256.an estimated accuracy of +/- 6 seconds.
 RL1256
 RL1256.The orthometric height was determined by differential leveling
 RL1256.and adjusted by the National Geodetic Survey in June 1991..
 RL1256
 RL1256.The geoid height was determined by GEOID03.
 RL1256
 RL1256.The dynamic height is computed by dividing the NAVD 88
 RL1256.geopotential number by the normal gravity value computed on the
 RL1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1256.degrees latitude (g = 980.6199 gals.).
 RL1256
 RL1256.The modeled gravity was interpolated from observed gravity values.
 RL1256
 RL1256;                    North         East    Units  Estimated Accuracy
 RL1256;SPC MI N     -   174,750.    7,775,220.      MT  (+/- 180 meters Scaled)
 RL1256
 RL1256                          SUPERSEDED SURVEY CONTROL
 RL1256
 RL1256  NGVD 29 (??/??/92)  499.182  (m)         1637.73   (f) ADJ UNCH    2 0
 RL1256
 RL1256.Superseded values are not recommended for survey control.
 RL1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1256.See file dsdata.txt to determine how the superseded data were derived.
 RL1256
 RL1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS752335(NAD 83)
 RL1256_MARKER: DB = BENCH MARK DISK
 RL1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1256_STAMPING: K 145 1948
 RL1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1256+STABILITY: SURFACE MOTION
 RL1256
 RL1256  HISTORY     - Date     Condition        Report By
 RL1256  HISTORY     - 1948     MONUMENTED       CGS
 RL1256  HISTORY     - 19960624 GOOD             USPSQD
 RL1256
 RL1256                          STATION DESCRIPTION
 RL1256
 RL1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1256'11.2 MI S FROM WAKEFIELD.
 RL1256'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1256'HALL AT WAKEFIELD, THENCE ABOUT 10.55 MILES SOUTH ALONG CHANEY
 RL1256'LAKE ROAD, ABOUT 0.15 MILE NORTH OF A CURVE WITH TANGENTS
 RL1256'NORTH AND SOUTHWEST, 135 YARDS SOUTH OF A 30-INCH PIPE CULVERT,
 RL1256'ON TOP OF A SMALL CUT, ABOUT 0.25 MILE SOUTH OF A LOGGING ROAD
 RL1256'WEST, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET
 RL1256'EAST-NORTHEAST OF A 15-INCH SWAMP CEDAR TREE, 24 FEET
 RL1256'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH HARD MAPLE TREE,
 RL1256'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1256'POST PROJECTING 5 INCHES.
 RL1256
 RL1256                          STATION RECOVERY (1996)
 RL1256
 RL1256'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0072 ***********************************************************************
 SG0072  DESIGNATION -  K 148
 SG0072  PID         -  SG0072
 SG0072  STATE/COUNTY-  MI/HOUGHTON
 SG0072  USGS QUAD   -  CHASSELL (1975)
 SG0072
 SG0072                         *CURRENT SURVEY CONTROL
 SG0072  ___________________________________________________________________
 SG0072* NAD 83(1986)-  47 07 29.     (N)    088 37 25.     (W)     SCALED    
 SG0072* NAVD 88     -       232.698  (meters)     763.44   (feet)  ADJUSTED  
 SG0072  ___________________________________________________________________
 SG0072  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 SG0072  DYNAMIC HT  -         232.735 (meters)     763.56  (feet)  COMP
 SG0072  MODELED GRAV-     980,765.5   (mgal)                       NAVD 88
 SG0072
 SG0072  VERT ORDER  -  FIRST     CLASS II
 SG0072
 SG0072.The horizontal coordinates were scaled from a topographic map and have
 SG0072.an estimated accuracy of +/- 6 seconds.
 SG0072
 SG0072.The orthometric height was determined by differential leveling
 SG0072.and adjusted by the National Geodetic Survey in June 1991..
 SG0072
 SG0072.The geoid height was determined by GEOID03.
 SG0072
 SG0072.The dynamic height is computed by dividing the NAVD 88
 SG0072.geopotential number by the normal gravity value computed on the
 SG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0072.degrees latitude (g = 980.6199 gals.).
 SG0072
 SG0072.The modeled gravity was interpolated from observed gravity values.
 SG0072
 SG0072;                    North         East    Units  Estimated Accuracy
 SG0072;SPC MI N     -   261,510.    7,876,810.      MT  (+/- 180 meters Scaled)
 SG0072
 SG0072                          SUPERSEDED SURVEY CONTROL
 SG0072
 SG0072  NGVD 29 (??/??/92)  232.706  (m)          763.47   (f) ADJ UNCH    1 2
 SG0072
 SG0072.Superseded values are not recommended for survey control.
 SG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0072.See file dsdata.txt to determine how the superseded data were derived.
 SG0072
 SG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT768203(NAD 83)
 SG0072_MARKER: DB = BENCH MARK DISK
 SG0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0072_SP_SET: WALL
 SG0072_STAMPING: K 148 1948
 SG0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0072
 SG0072  HISTORY     - Date     Condition        Report By
 SG0072  HISTORY     - 1948     MONUMENTED       CGS
 SG0072  HISTORY     - 20050714 POOR             GEOCAC
 SG0072
 SG0072                          STATION DESCRIPTION
 SG0072
 SG0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0072'2.5 MI SW FROM HOUGHTON.
 SG0072'ABOUT 2.5 MILES SOUTHWEST ALONG THE COPPER RANGE RAILROAD FROM THE
 SG0072'STATION AT HOUGHTON, SET IN THE TOP OF THE NORTH PART OF AN OFFSET
 SG0072'IN A CONCRETE RETAINING WALL AT EAST EDGE OF A MINE LOCATION, 150
 SG0072'FEET SOUTH OF A LARGE SMOKE STACK, 41 FEET WEST OF THE WEST RAIL OF
 SG0072'THE MAIN TRACK AND ABOUT 1 FOOT BELOW THE TRACK.
 SG0072
 SG0072                          STATION RECOVERY (2005)
 SG0072
 SG0072'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0072'NAD 83(1986)- 47 07 29.0 (N)   088 37 23.7 (W) HANDHELD GPS
 SG0072'IN THE NW 1/4 OF THE NW 1/4 OF SECTION 33, T55M-R34W ON LAND THOUGHT
 SG0072'TO BE OWNED BY THE STATE OF MICHIGAN DNR.
 SG0072' 
 SG0072'TO REACH FROM SOUTH END OF THE US-41/M-26 BRIDGE IN HOUGHTON, GO WEST
 SG0072'ALONG M-26 TO CANAL ROAD, THENCE RIGHT (WEST) ON CANAL ROAD 1.3 MILES
 SG0072'TO MILL ROAD LEFT, THENCE LEFT (SOUTH) A SHORT DISTANCE TO TRAIL
 SG0072'CROSSING, THENCE RIGHT (WEST) ABOUT 0.6 MILES TO THE MARK ON RIGHT.
 SG0072'IT IS ABOUT 1.7 MILES N'LY ALONG THE GRADE FROM SG0074 L 148 1948 AND
 SG0072'AT THE WEST END OF A HIGH BLUFF.
 SG0072' 
 SG0072'SET IN THE TOP OF A STONE AND MASOANRY RETAINING WALL AND NEAR THE SW
 SG0072'CORNER OF AN ADDITION TO THE MAIN WALL, 43 FT NNW OF THE C/L OF THE
 SG0072'TRAIL, 5.6 FT NNW OF THE MAIN RETAINING WALL, 3.3 FT NNE OF THE SW
 SG0072'CORNER, 0.85 FT SSE OF NNW THE EDGE OF WALL, ABOUT 1 FT LOWER THAN THE
 SG0072'TRAIL AND FLUSH WITH THE SURFACE OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8891 ***********************************************************************
 DH8891  DESIGNATION -  K 149 RESET
 DH8891  PID         -  DH8891
 DH8891  STATE/COUNTY-  MI/BARAGA
 DH8891  USGS QUAD   -  PELKIE (1985)
 DH8891
 DH8891                         *CURRENT SURVEY CONTROL
 DH8891  ___________________________________________________________________
 DH8891* NAD 83(1986)-  46 50 13.     (N)    088 38 08.     (W)     SCALED    
 DH8891* NAVD 88     -       201.28   (meters)     660.4    (feet)  RESET     
 DH8891  ___________________________________________________________________
 DH8891  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 DH8891
 DH8891  VERT ORDER  -  THIRD
 DH8891
 DH8891.The horizontal coordinates were scaled from a topographic map and have
 DH8891.an estimated accuracy of +/- 6 seconds.
 DH8891
 DH8891.The orthometric height was computed from unverified reset data.
 DH8891.No vertical observational check was made to the station.
 DH8891
 DH8891.The geoid height was determined by GEOID03.
 DH8891
 DH8891;                    North         East    Units  Estimated Accuracy
 DH8891;SPC MI N     -   229,540.    7,875,240.      MT  (+/- 180 meters Scaled)
 DH8891
 DH8891                          SUPERSEDED SURVEY CONTROL
 DH8891
 DH8891.No superseded survey control is available for this station.
 DH8891
 DH8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS752883(NAD 83)
 DH8891_MARKER: DV = VERTICAL CONTROL DISK
 DH8891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH8891_SP_SET: BRIDGE WINGWALL
 DH8891_STAMPING: K 149 RESET 2005
 DH8891_MARK LOGO: NGS   
 DH8891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8891
 DH8891  HISTORY     - Date     Condition        Report By
 DH8891  HISTORY     - 2005     MONUMENTED       LOCENG
 DH8891
 DH8891                          STATION DESCRIPTION
 DH8891
 DH8891'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2005 (JJW)
 DH8891'TO REACH THE STATION FROM THE FIREHALL IN PELKIE, MICHIGAN GO NORTH
 DH8891'ALONG THE PELKIE ROAD 0.4 MILES (0.6 KM) TO THE INTERSECTION OF EILOLA
 DH8891'ROAD (TO THE WEST) AND MANTILA ROAD TO THE EAST.  CONTINUE NORTH ALONG
 DH8891'PELKIE ROAD FOR 0.5 MILES (0.8 KM) TO THE INTERSECTION OF LARUE ROAD
 DH8891'(TO THE WEST) AND FROBERG ROAD (TO THE EAST) , CONTINUE NORTH ALONG
 DH8891'PELKIE ROAD FOR 0.5 MILES (0.8 KM) TO THE OTTER RIVER BRIDGE, CONTINUE
 DH8891'NORTH ALONG PELKIE ROAD 200.0 FEET (61.0 M) TO THE STATION ON THE
 DH8891'RIGHT AT THE NORTHEAST BRIDGE WINGWALL.  143.01 FEET (43.59 M) SOUTH
 DH8891'OF END OF GUARDRAIL, NORTHEAST BRIDGE APPROACH, 8.36 FEET (2.55 M)
 DH8891'WEST-SOUTHWEST OF NORTHEAST CORNER OF NORTHEAST CONCRETE BRIDGE
 DH8891'ABUTMENT, 50.17 FEET (15.29 M) EAST-NORTHEAST OF NORTHWEST CORNER OF
 DH8891'NORTHWEST CONCRETE BRIDGE ABUTMENT, 161.02 FEET (49.08 M)
 DH8891'EAST-SOUTHEAST OF END OF GUARDRAIL, NORTHWEST BRIDGE APPROACH.  A 3
 DH8891'1/2 INCH BRASS NGS BENCH MARK DISK.  MARK IS SET IN THE TOP OF A 30
 DH8891'INCH WIDE (NORTHEAST) CONCRETE WINGWALL ON THE PELKIE ROAD BRIDGE OVER
 DH8891'THE OTTER RIVER.  THIS NGS MARK WAS SET IN THE CONCRETE WINGWALL WHILE
 DH8891'SAID WALL WAS BEING POURED.  THE MARK IS WITHIN THE BARAGA COUNTY ROAD
 DH8891'COMMISSION RIGHT-OF-WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0333 ***********************************************************************
 RK0333  DESIGNATION -  K 150
 RK0333  PID         -  RK0333
 RK0333  STATE/COUNTY-  MI/MARQUETTE
 RK0333  USGS QUAD   -  DIORITE (1975)
 RK0333
 RK0333                         *CURRENT SURVEY CONTROL
 RK0333  ___________________________________________________________________
 RK0333* NAD 83(1986)-  46 36 16.     (N)    087 46 23.     (W)     SCALED    
 RK0333* NAVD 88     -       430.876  (meters)    1413.63   (feet)  ADJUSTED  
 RK0333  ___________________________________________________________________
 RK0333  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 RK0333  DYNAMIC HT  -         430.900 (meters)    1413.71  (feet)  COMP
 RK0333  MODELED GRAV-     980,655.0   (mgal)                       NAVD 88
 RK0333
 RK0333  VERT ORDER  -  SECOND    CLASS 0
 RK0333
 RK0333.The horizontal coordinates were scaled from a topographic map and have
 RK0333.an estimated accuracy of +/- 6 seconds.
 RK0333
 RK0333.The orthometric height was determined by differential leveling
 RK0333.and adjusted by the National Geodetic Survey in June 1991..
 RK0333
 RK0333.The geoid height was determined by GEOID03.
 RK0333
 RK0333.The dynamic height is computed by dividing the NAVD 88
 RK0333.geopotential number by the normal gravity value computed on the
 RK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0333.degrees latitude (g = 980.6199 gals.).
 RK0333
 RK0333.The modeled gravity was interpolated from observed gravity values.
 RK0333
 RK0333;                    North         East    Units  Estimated Accuracy
 RK0333;SPC MI N     -   202,700.    7,940,780.      MT  (+/- 180 meters Scaled)
 RK0333
 RK0333                          SUPERSEDED SURVEY CONTROL
 RK0333
 RK0333  NGVD 29 (??/??/92)  430.824  (m)         1413.46   (f) ADJ UNCH    2 0
 RK0333
 RK0333.Superseded values are not recommended for survey control.
 RK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0333.See file dsdata.txt to determine how the superseded data were derived.
 RK0333
 RK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS407614(NAD 83)
 RK0333_MARKER: DB = BENCH MARK DISK
 RK0333_SETTING: 66 = SET IN ROCK OUTCROP
 RK0333_SP_SET: ROCK OUTCROP
 RK0333_STAMPING: L 150 1948
 RK0333_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0333+STABILITY: POSITION/ELEVATION WELL
 RK0333
 RK0333  HISTORY     - Date     Condition        Report By
 RK0333  HISTORY     - 1948     MONUMENTED       CGS
 RK0333  HISTORY     - 1985     GOOD             NGS
 RK0333
 RK0333                          STATION DESCRIPTION
 RK0333
 RK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0333'12.8 MI NW FROM ISHPEMING.
 RK0333'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 RK0333'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0333'3.95 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.1 MILE SOUTHEAST
 RK0333'OF A SMALL WOODEN BRIDGE, AT THE SUMMIT OF A LOW RIDGE, 37 FEET
 RK0333'SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET ABOVE
 RK0333'THE LEVEL OF THE ROAD AND SET IN THE TOP OF ROUND ROCK OUTCROP
 RK0333'ABOUT FLUSH WITH THE GROUND.
 RK0333
 RK0333                          STATION RECOVERY (1985)
 RK0333
 RK0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0598 ***********************************************************************
 RL0598  DESIGNATION -  K 151
 RL0598  PID         -  RL0598
 RL0598  STATE/COUNTY-  MI/HOUGHTON
 RL0598  USGS QUAD   -  
 RL0598
 RL0598                         *CURRENT SURVEY CONTROL
 RL0598  ___________________________________________________________________
 RL0598* NAD 83(1986)-  46 45 56.     (N)    088 48 55.     (W)     SCALED    
 RL0598* NAVD 88     -       323.633  (meters)    1061.79   (feet)  ADJUSTED  
 RL0598  ___________________________________________________________________
 RL0598  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 RL0598  DYNAMIC HT  -         323.652 (meters)    1061.85  (feet)  COMP
 RL0598  MODELED GRAV-     980,665.4   (mgal)                       NAVD 88
 RL0598
 RL0598  VERT ORDER  -  SECOND    CLASS 0
 RL0598
 RL0598.The horizontal coordinates were scaled from a topographic map and have
 RL0598.an estimated accuracy of +/- 6 seconds.
 RL0598
 RL0598.The orthometric height was determined by differential leveling
 RL0598.and adjusted by the National Geodetic Survey in June 1991..
 RL0598
 RL0598.The geoid height was determined by GEOID03.
 RL0598
 RL0598.The dynamic height is computed by dividing the NAVD 88
 RL0598.geopotential number by the normal gravity value computed on the
 RL0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0598.degrees latitude (g = 980.6199 gals.).
 RL0598
 RL0598.The modeled gravity was interpolated from observed gravity values.
 RL0598
 RL0598;                    North         East    Units  Estimated Accuracy
 RL0598;SPC MI N     -   221,900.    7,861,360.      MT  (+/- 180 meters Scaled)
 RL0598
 RL0598                          SUPERSEDED SURVEY CONTROL
 RL0598
 RL0598  NGVD 29 (??/??/92)  323.618  (m)         1061.74   (f) ADJ UNCH    2 0
 RL0598
 RL0598.Superseded values are not recommended for survey control.
 RL0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0598.See file dsdata.txt to determine how the superseded data were derived.
 RL0598
 RL0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS613807(NAD 83)
 RL0598_MARKER: DB = BENCH MARK DISK
 RL0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0598_STAMPING: K 151 1948
 RL0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0598+STABILITY: SURFACE MOTION
 RL0598
 RL0598  HISTORY     - Date     Condition        Report By
 RL0598  HISTORY     - 1948     MONUMENTED       CGS
 RL0598
 RL0598                          STATION DESCRIPTION
 RL0598
 RL0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0598'2.7 MI W FROM ALSTON.
 RL0598'2.7 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT
 RL0598'ALSTON, ABOUT 1.0 MILE WEST OF THE OLD SCHOOL AT NISULA, ABOUT
 RL0598'0.1 MILE WEST OF A ROAD SOUTH, AT A HOUSE ON NORTH SIDE OF
 RL0598'HIGHWAY, 78 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 RL0598'HOUSE, 43 1/2 FEET SOUTH OF A WELL PUMP, 55 FEET NORTH OF THE
 RL0598'CENTER LINE OF THE HIGHWAY, 14 FEET WEST OF THE CENTER LINE
 RL0598'OF A DRIVE TO HOUSE, 28 FEET NORTH OF THE WEST END OF A CULVERT
 RL0598'UNDER DRIVE TO HOUSE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0598'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0598'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1695 ***********************************************************************
 RL1695  DESIGNATION -  K 153 RESET
 RL1695  PID         -  RL1695
 RL1695  STATE/COUNTY-  MI/ONTONAGON
 RL1695  USGS QUAD   -  
 RL1695
 RL1695                         *CURRENT SURVEY CONTROL
 RL1695  ___________________________________________________________________
 RL1695* NAD 83(1986)-  46 51 19.     (N)    088 57 32.     (W)     SCALED    
 RL1695* NAVD 88     -       379.76   (meters)    1245.9    (feet)  RESET     
 RL1695  ___________________________________________________________________
 RL1695  GEOID HEIGHT-         -32.32  (meters)                     GEOID03
 RL1695
 RL1695  VERT ORDER  -  THIRD
 RL1695
 RL1695.The horizontal coordinates were scaled from a topographic map and have
 RL1695.an estimated accuracy of +/- 6 seconds.
 RL1695
 RL1695.The orthometric height was computed from unverified reset data.
 RL1695
 RL1695.The geoid height was determined by GEOID03.
 RL1695
 RL1695;                    North         East    Units  Estimated Accuracy
 RL1695;SPC MI N     -   232,140.    7,850,640.      MT  (+/- 180 meters Scaled)
 RL1695
 RL1695                          SUPERSEDED SURVEY CONTROL
 RL1695
 RL1695  NGVD 29 (03/27/06)  379.76   (m)         1245.9    (f) RESET       3  
 RL1695
 RL1695.Superseded values are not recommended for survey control.
 RL1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1695.See file dsdata.txt to determine how the superseded data were derived.
 RL1695
 RL1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS506909(NAD 83)
 RL1695_MARKER: DV = VERTICAL CONTROL DISK
 RL1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1695_SP_SET: CONCRETE POST
 RL1695_STAMPING: K 153 RESET 1985
 RL1695_MARK LOGO: NGS   
 RL1695_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1695+STABILITY: SURFACE MOTION
 RL1695
 RL1695  HISTORY     - Date     Condition        Report By
 RL1695  HISTORY     - 1985     MONUMENTED       MIDT
 RL1695
 RL1695                          STATION DESCRIPTION
 RL1695
 RL1695'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 RL1695'ABOUT 0.1 MILE (0.2 KM) EAST FROM MASS CITY POST OFFICE TO M-26,
 RL1695'THENCE 1.3 MILES (2.1 KM) NORTHERLY TO JUNCTION OF M-26 AND M-38,
 RL1695'THENCE NORTHERLY ALNG M-26 8.5 MILES (13.7 KM) TO MARK, OR 1.55 MILES
 RL1695'(2.49 KM) SOUTHWEST OF THE ONTONAGON-HOUGHTON COUNTY LINE, 171 FEET
 RL1695'(52.1 M) SOUTHWEST ALONG M-26 CENTERLINE FROM THE END OF A 24-INCH
 RL1695'CONCRETE CULVERT, THENCE AT 90 DEGREES TO CENTERLINE, SOUTHEAST 73
 RL1695'FEET, OR 251 FEET (76.5 M) NORTHEAST OF A 24-INCH CONCRETE CULVERT,
 RL1695'ALONG M-26 CENTERLINE, THENCE AT 90 DEGREES TO CENTERLINE 73 FEET, 1
 RL1695'FOOT (0.3 M) NORTHWEST OF A METAL WITNESS POST AND SIGN, 0.5 FEET
 RL1695'(15.2 CM) BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL1695'PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0633 ***********************************************************************
 RL0633  DESIGNATION -  K 154
 RL0633  PID         -  RL0633
 RL0633  STATE/COUNTY-  MI/HOUGHTON
 RL0633  USGS QUAD   -  
 RL0633
 RL0633                         *CURRENT SURVEY CONTROL
 RL0633  ___________________________________________________________________
 RL0633* NAD 83(1986)-  46 35 46.     (N)    088 47 29.     (W)     SCALED    
 RL0633* NAVD 88     -       416.726  (meters)    1367.21   (feet)  ADJUSTED  
 RL0633  ___________________________________________________________________
 RL0633  GEOID HEIGHT-         -32.79  (meters)                     GEOID03
 RL0633  DYNAMIC HT  -         416.737 (meters)    1367.24  (feet)  COMP
 RL0633  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 RL0633
 RL0633  VERT ORDER  -  SECOND    CLASS 0
 RL0633
 RL0633.The horizontal coordinates were scaled from a topographic map and have
 RL0633.an estimated accuracy of +/- 6 seconds.
 RL0633
 RL0633.The orthometric height was determined by differential leveling
 RL0633.and adjusted by the National Geodetic Survey in June 1991..
 RL0633
 RL0633.The geoid height was determined by GEOID03.
 RL0633
 RL0633.The dynamic height is computed by dividing the NAVD 88
 RL0633.geopotential number by the normal gravity value computed on the
 RL0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0633.degrees latitude (g = 980.6199 gals.).
 RL0633
 RL0633.The modeled gravity was interpolated from observed gravity values.
 RL0633
 RL0633;                    North         East    Units  Estimated Accuracy
 RL0633;SPC MI N     -   203,030.    7,862,750.      MT  (+/- 180 meters Scaled)
 RL0633
 RL0633                          SUPERSEDED SURVEY CONTROL
 RL0633
 RL0633  NGVD 29 (??/??/92)  416.719  (m)         1367.19   (f) ADJ UNCH    2 0
 RL0633
 RL0633.Superseded values are not recommended for survey control.
 RL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0633.See file dsdata.txt to determine how the superseded data were derived.
 RL0633
 RL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS627618(NAD 83)
 RL0633_MARKER: DB = BENCH MARK DISK
 RL0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0633_STAMPING: K 154 1948
 RL0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0633+STABILITY: SURFACE MOTION
 RL0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0633+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 RL0633
 RL0633  HISTORY     - Date     Condition        Report By
 RL0633  HISTORY     - 1948     MONUMENTED       CGS
 RL0633  HISTORY     - 20040614 GOOD             GEOCAC
 RL0633
 RL0633                          STATION DESCRIPTION
 RL0633
 RL0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0633'14.3 MI S FROM ALSTON.
 RL0633'0.05 MILE WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0633'THENCE ABOUT 5.95 MILES SOUTH, THENCE ABOUT 1.1 MILES WEST
 RL0633'THENCE 7.2 MILES SOUTH ALONG GRAVEL ROADS, AT THE NORTH END OF A
 RL0633'CUT, ABOUT 0.65 MILE NORTH OF A ROAD SOUTHWEST, 57 FEET
 RL0633'SOUTH-SOUTHWEST OF THE WEST END OF A WOODEN CULVERT, 24 FEET
 RL0633'WEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET EAST OF A WHITE
 RL0633'WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP
 RL0633'OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0633
 RL0633                          STATION RECOVERY (2004)
 RL0633
 RL0633'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0633'NAD 83 -  46 35 46.5 (N) -  088 47 29.4 (W) GARMIN GPS V
 RL0633' 
 RL0633'MARK IS 1 FT WEST OF A EXISTING METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0020 ***********************************************************************
 RL0020  DESIGNATION -  K 155
 RL0020  PID         -  RL0020
 RL0020  STATE/COUNTY-  MI/MARQUETTE
 RL0020  USGS QUAD   -  MICHIGAMME (1956)
 RL0020
 RL0020                         *CURRENT SURVEY CONTROL
 RL0020  ___________________________________________________________________
 RL0020* NAD 83(1986)-  46 35 26.     (N)    088 00 46.     (W)     SCALED    
 RL0020* NAVD 88     -       497.992  (meters)    1633.83   (feet)  ADJUSTED  
 RL0020  ___________________________________________________________________
 RL0020  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 RL0020  DYNAMIC HT  -         498.009 (meters)    1633.88  (feet)  COMP
 RL0020  MODELED GRAV-     980,631.5   (mgal)                       NAVD 88
 RL0020
 RL0020  VERT ORDER  -  SECOND    CLASS 0
 RL0020
 RL0020.The horizontal coordinates were scaled from a topographic map and have
 RL0020.an estimated accuracy of +/- 6 seconds.
 RL0020
 RL0020.The orthometric height was determined by differential leveling
 RL0020.and adjusted by the National Geodetic Survey in June 1991..
 RL0020
 RL0020.The geoid height was determined by GEOID03.
 RL0020
 RL0020.The dynamic height is computed by dividing the NAVD 88
 RL0020.geopotential number by the normal gravity value computed on the
 RL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0020.degrees latitude (g = 980.6199 gals.).
 RL0020
 RL0020.The modeled gravity was interpolated from observed gravity values.
 RL0020
 RL0020;                    North         East    Units  Estimated Accuracy
 RL0020;SPC MI N     -   201,360.    7,922,390.      MT  (+/- 180 meters Scaled)
 RL0020
 RL0020                          SUPERSEDED SURVEY CONTROL
 RL0020
 RL0020  NGVD 29 (??/??/92)  497.927  (m)         1633.62   (f) ADJ UNCH    2 0
 RL0020
 RL0020.Superseded values are not recommended for survey control.
 RL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0020.See file dsdata.txt to determine how the superseded data were derived.
 RL0020
 RL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS224601(NAD 83)
 RL0020_MARKER: DB = BENCH MARK DISK
 RL0020_SETTING: 66 = SET IN ROCK OUTCROP
 RL0020_SP_SET: ROCK OUTCROP
 RL0020_STAMPING: K 155 1948
 RL0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0020+STABILITY: POSITION/ELEVATION WELL
 RL0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0020+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 RL0020
 RL0020  HISTORY     - Date     Condition        Report By
 RL0020  HISTORY     - 1948     MONUMENTED       CGS
 RL0020  HISTORY     - 1985     GOOD             NGS
 RL0020  HISTORY     - 20050718 GOOD             GEOCAC
 RL0020
 RL0020                          STATION DESCRIPTION
 RL0020
 RL0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0020'7.5 MI NW FROM CHAMPION.
 RL0020'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0020'AT CHAMPION, THENCE 5.15 MILES NORTHWEST ALONG THE HURON BAY
 RL0020'GRADE, ABOUT 0.45 MILE NORTH OF A BRIDGE OVER PESHEKEE RIVER,
 RL0020'SET IN THE TOP OF A LARGE HORIZONTAL ROCK OUTCROP NEAR THE FOOT
 RL0020'OF A CLIFF, 19 FEET WEST OF THE FACE OF THE CLIFF, 19 FEET
 RL0020'NORTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTH OF A
 RL0020'TELEPHONE POLE, 14 FEET SOUTHEAST OF AN 8-INCH SPRUCE TREE,
 RL0020'24 FEET NORTH OF A 10-INCH WHITE PINE, 52 FEET NORTH AND ACROSS
 RL0020'THE ROAD FROM A TWIN 14-INCH BIRCH TREE AND ABOUT 4 FEET ABOVE
 RL0020'THE LEVEL OF THE ROAD.
 RL0020
 RL0020                          STATION RECOVERY (1985)
 RL0020
 RL0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0020'RECOVERED IN GOOD CONDITION.
 RL0020
 RL0020                          STATION RECOVERY (2005)
 RL0020
 RL0020'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0020'NAD 83(1986)-  46 35 26.3 (N)    088 00 47.5 (W)   HANDHELD GPS
 RL0020' 
 RL0020'NOTE - THE BIRCH TREE IS A YELLOW BIRCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0285 ***********************************************************************
 RK0285  DESIGNATION -  K 156
 RK0285  PID         -  RK0285
 RK0285  STATE/COUNTY-  MI/MARQUETTE
 RK0285  USGS QUAD   -  NEGAUNEE (1975)
 RK0285
 RK0285                         *CURRENT SURVEY CONTROL
 RK0285  ___________________________________________________________________
 RK0285* NAD 83(1986)-  46 35 01.     (N)    087 34 52.     (W)     SCALED    
 RK0285* NAVD 88     -       437.248  (meters)    1434.54   (feet)  ADJUSTED  
 RK0285  ___________________________________________________________________
 RK0285  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 RK0285  DYNAMIC HT  -         437.278 (meters)    1434.64  (feet)  COMP
 RK0285  MODELED GRAV-     980,668.3   (mgal)                       NAVD 88
 RK0285
 RK0285  VERT ORDER  -  SECOND    CLASS 0
 RK0285
 RK0285.The horizontal coordinates were scaled from a topographic map and have
 RK0285.an estimated accuracy of +/- 6 seconds.
 RK0285
 RK0285.The orthometric height was determined by differential leveling
 RK0285.and adjusted by the National Geodetic Survey in June 1991..
 RK0285
 RK0285.The geoid height was determined by GEOID03.
 RK0285
 RK0285.The dynamic height is computed by dividing the NAVD 88
 RK0285.geopotential number by the normal gravity value computed on the
 RK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0285.degrees latitude (g = 980.6199 gals.).
 RK0285
 RK0285.The modeled gravity was interpolated from observed gravity values.
 RK0285
 RK0285;                    North         East    Units  Estimated Accuracy
 RK0285;SPC MI N     -   200,260.    7,955,470.      MT  (+/- 180 meters Scaled)
 RK0285
 RK0285                          SUPERSEDED SURVEY CONTROL
 RK0285
 RK0285  NGVD 29 (??/??/92)  437.197  (m)         1434.37   (f) ADJ UNCH    2 0
 RK0285
 RK0285.Superseded values are not recommended for survey control.
 RK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0285.See file dsdata.txt to determine how the superseded data were derived.
 RK0285
 RK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS554590(NAD 83)
 RK0285_MARKER: DB = BENCH MARK DISK
 RK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0285_STAMPING: K 156 1948
 RK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0285+STABILITY: SURFACE MOTION
 RK0285
 RK0285  HISTORY     - Date     Condition        Report By
 RK0285  HISTORY     - 1948     MONUMENTED       CGS
 RK0285  HISTORY     - 1985     GOOD             NGS
 RK0285
 RK0285                          STATION DESCRIPTION
 RK0285
 RK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0285'11.2 MI NW FROM MARQUETTE.
 RK0285'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0285'MARQUETTE, THENCE 5.1 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0285'IN A VERY SMALL CLEARING ALONG THE SOUTHWEST SIDE OF THE HIGHWAY
 RK0285'AND ALONG A NORTHWEST-SOUTHEAST TANGENT, ABOUT 90 YARDS
 RK0285'NORTHWEST OF THE CENTER OF A CURVE WITH TANGENTS EAST AND
 RK0285'NORTHWEST, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RK0285'68 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM A 40-INCH CEDAR
 RK0285'TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 RK0285'2 FEET ABOVE THE ROAD AND IN THE TOP OF A CONCRETE POST
 RK0285'PROJECTING 6 INCHES.
 RK0285
 RK0285                          STATION RECOVERY (1985)
 RK0285
 RK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0259 ***********************************************************************
 RK0259  DESIGNATION -  K 157
 RK0259  PID         -  RK0259
 RK0259  STATE/COUNTY-  MI/MARQUETTE
 RK0259  USGS QUAD   -  SILVER LAKE BASIN (1996)
 RK0259
 RK0259                         *CURRENT SURVEY CONTROL
 RK0259  ___________________________________________________________________
 RK0259* NAD 83(1986)-  46 44 16.     (N)    087 51 56.     (W)     SCALED    
 RK0259* NAVD 88     -       442.924  (meters)    1453.16   (feet)  ADJUSTED  
 RK0259  ___________________________________________________________________
 RK0259  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 RK0259  DYNAMIC HT  -         442.945 (meters)    1453.23  (feet)  COMP
 RK0259  MODELED GRAV-     980,647.3   (mgal)                       NAVD 88
 RK0259
 RK0259  VERT ORDER  -  SECOND    CLASS 0
 RK0259
 RK0259.The horizontal coordinates were scaled from a topographic map and have
 RK0259.an estimated accuracy of +/- 6 seconds.
 RK0259
 RK0259.The orthometric height was determined by differential leveling
 RK0259.and adjusted by the National Geodetic Survey in June 1991..
 RK0259
 RK0259.The geoid height was determined by GEOID03.
 RK0259
 RK0259.The dynamic height is computed by dividing the NAVD 88
 RK0259.geopotential number by the normal gravity value computed on the
 RK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0259.degrees latitude (g = 980.6199 gals.).
 RK0259
 RK0259.The modeled gravity was interpolated from observed gravity values.
 RK0259
 RK0259;                    North         East    Units  Estimated Accuracy
 RK0259;SPC MI N     -   217,590.    7,933,850.      MT  (+/- 180 meters Scaled)
 RK0259
 RK0259                          SUPERSEDED SURVEY CONTROL
 RK0259
 RK0259  NGVD 29 (??/??/92)  442.876  (m)         1453.00   (f) ADJ UNCH    2 0
 RK0259
 RK0259.Superseded values are not recommended for survey control.
 RK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0259.See file dsdata.txt to determine how the superseded data were derived.
 RK0259
 RK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS338763(NAD 83)
 RK0259_MARKER: DB = BENCH MARK DISK
 RK0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0259_STAMPING: K 157 1948
 RK0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0259+STABILITY: SURFACE MOTION
 RK0259
 RK0259  HISTORY     - Date     Condition        Report By
 RK0259  HISTORY     - 1948     MONUMENTED       CGS
 RK0259
 RK0259                          STATION DESCRIPTION
 RK0259
 RK0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0259'6 MI E FROM ANDERSONS HOMESTEAD.
 RK0259'5.95 MILES EAST ALONG A SAND ROAD FROM THE ROAD JUNCTION AT
 RK0259'ANDERSONS HOMESTEAD, 0.15 MILE WEST OF A ROAD SOUTH, NEAR THE
 RK0259'SOUTHEAST END OF A CURVE WITH TANGENTS WEST AND SOUTHEAST, 40
 RK0259'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 18 FEET EAST OF
 RK0259'A 4-INCH TRIANGULAR BLAZED PINE TREE, 6 FEET WEST OF A 5-INCH
 RK0259'TRIANGULAR BLAZED PINE TREE, 2 FEET WEST OF A WHITE WOODEN
 RK0259'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RK0259'CONCRETE POST PROJECTING 3-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0891 ***********************************************************************
 NF0891  DESIGNATION -  K 158
 NF0891  PID         -  NF0891
 NF0891  STATE/COUNTY-  MI/ALLEGAN
 NF0891  USGS QUAD   -  HAMILTON EAST (1981)
 NF0891
 NF0891                         *CURRENT SURVEY CONTROL
 NF0891  ___________________________________________________________________
 NF0891* NAD 83(1986)-  42 44 22.     (N)    085 58 13.     (W)     SCALED    
 NF0891* NAVD 88     -       194.931  (meters)     639.54   (feet)  ADJUSTED  
 NF0891  ___________________________________________________________________
 NF0891  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0891  DYNAMIC HT  -         194.881 (meters)     639.37  (feet)  COMP
 NF0891  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 NF0891
 NF0891  VERT ORDER  -  SECOND    CLASS 0
 NF0891
 NF0891.The horizontal coordinates were scaled from a topographic map and have
 NF0891.an estimated accuracy of +/- 6 seconds.
 NF0891
 NF0891.The orthometric height was determined by differential leveling
 NF0891.and adjusted by the National Geodetic Survey in June 1991..
 NF0891
 NF0891.The geoid height was determined by GEOID03.
 NF0891
 NF0891.The dynamic height is computed by dividing the NAVD 88
 NF0891.geopotential number by the normal gravity value computed on the
 NF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0891.degrees latitude (g = 980.6199 gals.).
 NF0891
 NF0891.The modeled gravity was interpolated from observed gravity values.
 NF0891
 NF0891;                    North         East    Units  Estimated Accuracy
 NF0891;SPC MI S     -   138,920.    3,868,710.      MT  (+/- 180 meters Scaled)
 NF0891
 NF0891                          SUPERSEDED SURVEY CONTROL
 NF0891
 NF0891  NGVD 29 (??/??/92)  195.069  (m)          639.99   (f) ADJ UNCH    2 0
 NF0891
 NF0891.Superseded values are not recommended for survey control.
 NF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0891.See file dsdata.txt to determine how the superseded data were derived.
 NF0891
 NF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN842323(NAD 83)
 NF0891_MARKER: DB = BENCH MARK DISK
 NF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0891_STAMPING: K 158 1948
 NF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0891+STABILITY: SURFACE MOTION
 NF0891
 NF0891  HISTORY     - Date     Condition        Report By
 NF0891  HISTORY     - 1948     MONUMENTED       CGS
 NF0891  HISTORY     - 1987     GOOD             USPSQD
 NF0891  HISTORY     - 1989     GOOD             USPSQD
 NF0891  HISTORY     - 1991     GOOD             USPSQD
 NF0891
 NF0891                          STATION DESCRIPTION
 NF0891
 NF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0891'2.8 MI NE FROM OVERISEL.
 NF0891'ABOUT 0.5 MILE EAST ALONG COUNTY ROAD 442 FROM THE REFORMED
 NF0891'CHURCH AT OVERISEL, THENCE ABOUT 0.8 MILE NORTH AND ABOUT 1.5
 NF0891'MILES EAST ALONG GRAVEL ROADS, ABOUT 110 YARDS WEST OF A CROSS
 NF0891'ROAD, SET IN THE SOUTHWEST CORNER OF THE SCHOOL YARD AT OVERISEL
 NF0891'DISTRICT SCHOOL NO. 3, 50 FEET NORTH OF THE CENTER LINE OF THE
 NF0891'ROAD, 138 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 NF0891'SCHOOL, 24 FEET NORTH OF A 40-INCH ELM TREE, 1 FOOT EAST OF A
 NF0891'NORTH-SOUTH FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 NF0891'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0891'POST PROJECTING 3 INCHES.
 NF0891
 NF0891                          STATION RECOVERY (1987)
 NF0891
 NF0891'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0891'RECOVERED IN GOOD CONDITION.
 NF0891
 NF0891                          STATION RECOVERY (1989)
 NF0891
 NF0891'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0891'RECOVERED IN GOOD CONDITION.
 NF0891
 NF0891                          STATION RECOVERY (1991)
 NF0891
 NF0891'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 NF0891'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0780 ***********************************************************************
 NF0780  DESIGNATION -  K 159
 NF0780  PID         -  NF0780
 NF0780  STATE/COUNTY-  MI/OTTAWA
 NF0780  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0780
 NF0780                         *CURRENT SURVEY CONTROL
 NF0780  ___________________________________________________________________
 NF0780* NAD 83(1986)-  42 48 40.     (N)    085 51 42.     (W)     SCALED    
 NF0780* NAVD 88     -       225.634  (meters)     740.27   (feet)  ADJUSTED  
 NF0780  ___________________________________________________________________
 NF0780  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0780  DYNAMIC HT  -         225.577 (meters)     740.08  (feet)  COMP
 NF0780  MODELED GRAV-     980,362.9   (mgal)                       NAVD 88
 NF0780
 NF0780  VERT ORDER  -  SECOND    CLASS 0
 NF0780
 NF0780.The horizontal coordinates were scaled from a topographic map and have
 NF0780.an estimated accuracy of +/- 6 seconds.
 NF0780
 NF0780.The orthometric height was determined by differential leveling
 NF0780.and adjusted by the National Geodetic Survey in June 1991..
 NF0780
 NF0780.The geoid height was determined by GEOID03.
 NF0780
 NF0780.The dynamic height is computed by dividing the NAVD 88
 NF0780.geopotential number by the normal gravity value computed on the
 NF0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0780.degrees latitude (g = 980.6199 gals.).
 NF0780
 NF0780.The modeled gravity was interpolated from observed gravity values.
 NF0780
 NF0780;                    North         East    Units  Estimated Accuracy
 NF0780;SPC MI S     -   146,720.    3,877,740.      MT  (+/- 180 meters Scaled)
 NF0780
 NF0780                          SUPERSEDED SURVEY CONTROL
 NF0780
 NF0780  NGVD 29 (??/??/92)  225.770  (m)          740.71   (f) ADJ UNCH    2 0
 NF0780
 NF0780.Superseded values are not recommended for survey control.
 NF0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0780.See file dsdata.txt to determine how the superseded data were derived.
 NF0780
 NF0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN930404(NAD 83)
 NF0780_MARKER: DB = BENCH MARK DISK
 NF0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0780_STAMPING: K 159 1948
 NF0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0780+STABILITY: SURFACE MOTION
 NF0780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0780+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 NF0780
 NF0780  HISTORY     - Date     Condition        Report By
 NF0780  HISTORY     - 1948     MONUMENTED       CGS
 NF0780  HISTORY     - 1984     GOOD             USPSQD
 NF0780  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0780  HISTORY     - 1990     GOOD             USPSQD
 NF0780  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0780  HISTORY     - 20040708 GOOD             INDIV
 NF0780
 NF0780                          STATION DESCRIPTION
 NF0780
 NF0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0780'2 MI SW FROM JAMESTOWN.
 NF0780'1.0 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 NF0780'JAMESTOWN, THENCE ABOUT 1.0 MILE WEST ALONG COUNTY ROAD 452,
 NF0780'ABOUT 1.05 MILES EAST OF THE CROSSROAD AT FOREST GROVE STATION,
 NF0780'AT A CROSSROAD (COUNTY ROAD 653 LEADING EAST AND NORTH - ROAD
 NF0780'452 LEADING EAST AND WEST AND A BLACK TOP ROAD SOUTH), 45 FEET
 NF0780'SOUTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 32 FEET EAST OF
 NF0780'THE CENTER LINE OF THE ROAD SOUTH, 96 FEET SOUTH AND ACROSS ROAD
 NF0780'FROM A 15-INCH ELM TREE, 71 FEET SOUTH AND ACROSS ROAD FROM THE
 NF0780'EAST END OF AN 18-INCH PIPE CULVERT ON ROAD NORTH, 3 FEET NORTH
 NF0780'OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 NF0780'POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 NF0780'POST PROJECTING 4 IN.
 NF0780
 NF0780                          STATION RECOVERY (1984)
 NF0780
 NF0780'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0780'NO WITNESS POST. CEMENT CHIPPED ON SOUTH AND WEST OF MARK. BRONZE
 NF0780'DISK NOT DAMAGED.
 NF0780
 NF0780                          STATION RECOVERY (1987)
 NF0780
 NF0780'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0780'MARK NOT FOUND.
 NF0780
 NF0780                          STATION RECOVERY (1990)
 NF0780
 NF0780'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0780'RECOVERED IN GOOD CONDITION.
 NF0780
 NF0780                          STATION RECOVERY (1997)
 NF0780
 NF0780'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0780'MARK NOT FOUND.
 NF0780
 NF0780                          STATION RECOVERY (2004)
 NF0780
 NF0780'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 NF0780'NO ELM TREE, NO 18-INCH PIPE CULVERT ON NORTH ROAD, NO TELEPHONE POLE,
 NF0780'NO WITNESS POST
 NF0780'ADDITIONAL TIES - 7.5' EAST OF BACK CURB, 0.3' BELOW GROUND, 28' EAST
 NF0780'OF CENTERLINE 32ND AVE, 44' SOUTH OF CENTERLINE BYRON ROAD
 NF0780' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0122 ***********************************************************************
 RL0122  DESIGNATION -  K 160
 RL0122  PID         -  RL0122
 RL0122  STATE/COUNTY-  MI/BARAGA
 RL0122  USGS QUAD   -  AURA (1984)
 RL0122
 RL0122                         *CURRENT SURVEY CONTROL
 RL0122  ___________________________________________________________________
 RL0122* NAD 83(1986)-  46 45 04.     (N)    088 21 42.     (W)     SCALED    
 RL0122* NAVD 88     -       295.235  (meters)     968.62   (feet)  ADJUSTED  
 RL0122  ___________________________________________________________________
 RL0122  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 RL0122  DYNAMIC HT  -         295.251 (meters)     968.67  (feet)  COMP
 RL0122  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 RL0122
 RL0122  VERT ORDER  -  SECOND    CLASS 0
 RL0122
 RL0122.The horizontal coordinates were scaled from a topographic map and have
 RL0122.an estimated accuracy of +/- 6 seconds.
 RL0122
 RL0122.The orthometric height was determined by differential leveling
 RL0122.and adjusted by the National Geodetic Survey in June 1991..
 RL0122
 RL0122.The geoid height was determined by GEOID03.
 RL0122
 RL0122.The dynamic height is computed by dividing the NAVD 88
 RL0122.geopotential number by the normal gravity value computed on the
 RL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0122.degrees latitude (g = 980.6199 gals.).
 RL0122
 RL0122.The modeled gravity was interpolated from observed gravity values.
 RL0122
 RL0122;                    North         East    Units  Estimated Accuracy
 RL0122;SPC MI N     -   219,600.    7,895,970.      MT  (+/- 180 meters Scaled)
 RL0122
 RL0122                          SUPERSEDED SURVEY CONTROL
 RL0122
 RL0122  NGVD 29 (??/??/92)  295.205  (m)          968.52   (f) ADJ UNCH    2 0
 RL0122
 RL0122.Superseded values are not recommended for survey control.
 RL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0122.See file dsdata.txt to determine how the superseded data were derived.
 RL0122
 RL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS959784(NAD 83)
 RL0122_MARKER: DB = BENCH MARK DISK
 RL0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0122_STAMPING: K 160 1948
 RL0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0122+STABILITY: SURFACE MOTION
 RL0122
 RL0122  HISTORY     - Date     Condition        Report By
 RL0122  HISTORY     - 1948     MONUMENTED       CGS
 RL0122
 RL0122                          STATION DESCRIPTION
 RL0122
 RL0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0122'5 MI E FROM L ANSE.
 RL0122'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0122'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0122'3.75 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.15
 RL0122'MILE EAST-SOUTHEAST OF THE CROSSING OF THE FORD MOTOR COMPANY
 RL0122'RAILROAD, 143 FEET EAST-SOUTHEAST OF A 5-FOOT CORRUGATED PIPE
 RL0122'CULVERT FOR A STREAM, 185 FEET WEST-NORTHWEST OF A 24-INCH
 RL0122'CORRUGATED PIPE CULVERT, 25 FEET NORTH-NORTHEAST OF THE CENTER
 RL0122'LINE OF THE ROAD, 35 FEET EAST OF A TELEPHONE POLE, 2 FEET
 RL0122'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND
 RL0122'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0137 ***********************************************************************
 RL0137  DESIGNATION -  K 161
 RL0137  PID         -  RL0137
 RL0137  STATE/COUNTY-  MI/BARAGA
 RL0137  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0137
 RL0137                         *CURRENT SURVEY CONTROL
 RL0137  ___________________________________________________________________
 RL0137* NAD 83(1986)-  46 46 38.     (N)    088 07 56.     (W)     SCALED    
 RL0137* NAVD 88     -       417.765  (meters)    1370.62   (feet)  ADJUSTED  
 RL0137  ___________________________________________________________________
 RL0137  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 RL0137  DYNAMIC HT  -         417.779 (meters)    1370.66  (feet)  COMP
 RL0137  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 RL0137
 RL0137  VERT ORDER  -  SECOND    CLASS 0
 RL0137
 RL0137.The horizontal coordinates were scaled from a topographic map and have
 RL0137.an estimated accuracy of +/- 6 seconds.
 RL0137
 RL0137.The orthometric height was determined by differential leveling
 RL0137.and adjusted by the National Geodetic Survey in June 1991..
 RL0137
 RL0137.The geoid height was determined by GEOID03.
 RL0137
 RL0137.The dynamic height is computed by dividing the NAVD 88
 RL0137.geopotential number by the normal gravity value computed on the
 RL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0137.degrees latitude (g = 980.6199 gals.).
 RL0137
 RL0137.The modeled gravity was interpolated from observed gravity values.
 RL0137
 RL0137;                    North         East    Units  Estimated Accuracy
 RL0137;SPC MI N     -   222,230.    7,913,540.      MT  (+/- 180 meters Scaled)
 RL0137
 RL0137                          SUPERSEDED SURVEY CONTROL
 RL0137
 RL0137  NGVD 29 (??/??/92)  417.722  (m)         1370.48   (f) ADJ UNCH    2 0
 RL0137
 RL0137.Superseded values are not recommended for survey control.
 RL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0137.See file dsdata.txt to determine how the superseded data were derived.
 RL0137
 RL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS135810(NAD 83)
 RL0137_MARKER: DB = BENCH MARK DISK
 RL0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0137_STAMPING: K 161 1948
 RL0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0137+STABILITY: SURFACE MOTION
 RL0137
 RL0137  HISTORY     - Date     Condition        Report By
 RL0137  HISTORY     - 1948     MONUMENTED       CGS
 RL0137  HISTORY     - 1954     POOR             USGS
 RL0137
 RL0137                          STATION DESCRIPTION
 RL0137
 RL0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0137'19.6 MI E FROM L ANSE.
 RL0137'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0137'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0137'ABOUT 4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL
 RL0137'ROAD, THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE
 RL0137'ABOUT 2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2
 RL0137'MILE NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE
 RL0137'RIVER, THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH,
 RL0137'ABOUT 3.3 MILES SOUTHEAST AND EAST ALONG TRAILS, THENCE ABOUT
 RL0137'0.35 MILES NORTHWEST ALONG A ROAD LEADING TO SENSEN BRENNEN
 RL0137'LOGGING CAMP ON THE FORD MOTOR COMPANY RAILROAD, ABOUT 0.25
 RL0137'MILE SOUTHEAST OF THE JUNCTION OF A TRAIL WEST, 23 FEET NORTHEAST
 RL0137'OF THE CENTER LINE OF THE ROAD, 238 FEET SOUTHEAST OF A SMALL
 RL0137'KNOLL IN ROAD WHERE IT CROSSES A SOLID ROCK RIDGE, 5.7 FEET
 RL0137'SOUTH OF A TRIANGULAR BLAZED 20-INCH MAPLE TREE, ABOUT LEVEL
 RL0137'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0137'5 INCHES.
 RL0137
 RL0137                          STATION RECOVERY (1954)
 RL0137
 RL0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RL0137'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0941 ***********************************************************************
 NF0941  DESIGNATION -  K 162
 NF0941  PID         -  NF0941
 NF0941  STATE/COUNTY-  MI/ALLEGAN
 NF0941  USGS QUAD   -  MILLGROVE (1981)
 NF0941
 NF0941                         *CURRENT SURVEY CONTROL
 NF0941  ___________________________________________________________________
 NF0941* NAD 83(1986)-  42 32 47.     (N)    085 53 49.     (W)     SCALED    
 NF0941* NAVD 88     -       192.354  (meters)     631.08   (feet)  ADJUSTED  
 NF0941  ___________________________________________________________________
 NF0941  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0941  DYNAMIC HT  -         192.302 (meters)     630.91  (feet)  COMP
 NF0941  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 NF0941
 NF0941  VERT ORDER  -  SECOND    CLASS 0
 NF0941
 NF0941.The horizontal coordinates were scaled from a topographic map and have
 NF0941.an estimated accuracy of +/- 6 seconds.
 NF0941
 NF0941.The orthometric height was determined by differential leveling
 NF0941.and adjusted by the National Geodetic Survey in June 1991..
 NF0941
 NF0941.The geoid height was determined by GEOID03.
 NF0941
 NF0941.The dynamic height is computed by dividing the NAVD 88
 NF0941.geopotential number by the normal gravity value computed on the
 NF0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0941.degrees latitude (g = 980.6199 gals.).
 NF0941
 NF0941.The modeled gravity was interpolated from observed gravity values.
 NF0941
 NF0941;                    North         East    Units  Estimated Accuracy
 NF0941;SPC MI S     -   117,370.    3,874,320.      MT  (+/- 180 meters Scaled)
 NF0941
 NF0941                          SUPERSEDED SURVEY CONTROL
 NF0941
 NF0941  NGVD 29 (??/??/92)  192.493  (m)          631.54   (f) ADJ UNCH    2 0
 NF0941
 NF0941.Superseded values are not recommended for survey control.
 NF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0941.See file dsdata.txt to determine how the superseded data were derived.
 NF0941
 NF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN905110(NAD 83)
 NF0941_MARKER: DB = BENCH MARK DISK
 NF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0941_STAMPING: K 162 1948
 NF0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0941+STABILITY: SURFACE MOTION
 NF0941
 NF0941  HISTORY     - Date     Condition        Report By
 NF0941  HISTORY     - 1948     MONUMENTED       CGS
 NF0941  HISTORY     - 1983     GOOD
 NF0941  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0941  HISTORY     - 19971011 GOOD             USPSQD
 NF0941
 NF0941                          STATION DESCRIPTION
 NF0941
 NF0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0941'2.6 MI NW FROM ALLEGAN.
 NF0941'2.6 MILES NORTHWEST AND WEST ALONG STATE HIGHWAY 89 FROM THE
 NF0941'HIGH SCHOOL AT ALLEGAN, ABOUT 1.5 MILES WEST OF THE JUNCTION OF
 NF0941'STATE HIGHWAY 40, ABOUT 0.85 MILE EAST OF DISTRICT NO. 4 SCHOOL
 NF0941'AND THE JUNCTION OF A DIM ROAD SOUTH, 209 FEET EAST OF THE CENTER
 NF0941'OF THE JUNCTION OF A ROAD SOUTH, 37 FEET NORTH OF THE CENTER LINE
 NF0941'OF THE HIGHWAY, 5 FEET WEST OF TELEPHONE POLE NO. 40 AND IN LINE
 NF0941'WITH THE ROW OF POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NF0941'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0941'POST PROJECTING 4 INCHES.
 NF0941
 NF0941                          STATION RECOVERY (1983)
 NF0941
 NF0941'RECOVERED 1983
 NF0941'RECOVERED IN GOOD CONDITION.
 NF0941
 NF0941                          STATION RECOVERY (1997)
 NF0941
 NF0941'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0941'MARK NOT FOUND.
 NF0941
 NF0941                          STATION RECOVERY (1997)
 NF0941
 NF0941'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0088 ***********************************************************************
 RL0088  DESIGNATION -  K 163
 RL0088  PID         -  RL0088
 RL0088  STATE/COUNTY-  MI/BARAGA
 RL0088  USGS QUAD   -  AURA (1984)
 RL0088
 RL0088                         *CURRENT SURVEY CONTROL
 RL0088  ___________________________________________________________________
 RL0088* NAD 83(1986)-  46 52 00.     (N)    088 17 54.     (W)     SCALED    
 RL0088* NAVD 88     -       259.433  (meters)     851.16   (feet)  ADJUSTED  
 RL0088  ___________________________________________________________________
 RL0088  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RL0088  DYNAMIC HT  -         259.446 (meters)     851.20  (feet)  COMP
 RL0088  MODELED GRAV-     980,660.4   (mgal)                       NAVD 88
 RL0088
 RL0088  VERT ORDER  -  SECOND    CLASS 0
 RL0088
 RL0088.The horizontal coordinates were scaled from a topographic map and have
 RL0088.an estimated accuracy of +/- 6 seconds.
 RL0088
 RL0088.The orthometric height was determined by differential leveling
 RL0088.and adjusted by the National Geodetic Survey in June 1991..
 RL0088
 RL0088.The geoid height was determined by GEOID03.
 RL0088
 RL0088.The dynamic height is computed by dividing the NAVD 88
 RL0088.geopotential number by the normal gravity value computed on the
 RL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0088.degrees latitude (g = 980.6199 gals.).
 RL0088
 RL0088.The modeled gravity was interpolated from observed gravity values.
 RL0088
 RL0088;                    North         East    Units  Estimated Accuracy
 RL0088;SPC MI N     -   232,370.    7,901,020.      MT  (+/- 180 meters Scaled)
 RL0088
 RL0088                          SUPERSEDED SURVEY CONTROL
 RL0088
 RL0088  NGVD 29 (??/??/92)  259.399  (m)          851.04   (f) ADJ UNCH    2 0
 RL0088
 RL0088.Superseded values are not recommended for survey control.
 RL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0088.See file dsdata.txt to determine how the superseded data were derived.
 RL0088
 RL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS010911(NAD 83)
 RL0088_MARKER: DB = BENCH MARK DISK
 RL0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0088_STAMPING: K 163 1948
 RL0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0088+STABILITY: SURFACE MOTION
 RL0088
 RL0088  HISTORY     - Date     Condition        Report By
 RL0088  HISTORY     - 1948     MONUMENTED       CGS
 RL0088
 RL0088                          STATION DESCRIPTION
 RL0088
 RL0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0088'0.5 MI E FROM AURA.
 RL0088'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE CO-OP STORE AT
 RL0088'AURA, AT A CROSS ROAD, 46 FEET NORTHEAST OF THE CENTER OF THE
 RL0088'INTERSECTION, 40 1/2 FEET WEST OF THE SOUTHWEST CORNER OF A
 RL0088'BROWN SHINGLE HOUSE, 12 FEET NORTH OF A FENCE CORNER, 4 FEET
 RL0088'NORTH OF A POWER POLE WITH TRANSFORMER AND LINES NORTH, SOUTH,
 RL0088'EAST AND WEST, 1 1/2 FEET EAST OF THE YARD FENCE, 1 FOOT BELOW
 RL0088'THE ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 RL0088'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0114 ***********************************************************************
 RL0114  DESIGNATION -  K 164
 RL0114  PID         -  RL0114
 RL0114  STATE/COUNTY-  MI/BARAGA
 RL0114  USGS QUAD   -  MC COMB CORNER (1984)
 RL0114
 RL0114                         *CURRENT SURVEY CONTROL
 RL0114  ___________________________________________________________________
 RL0114* NAD 83(1986)-  46 49 28.     (N)    088 02 41.     (W)     SCALED    
 RL0114* NAVD 88     -       330.489  (meters)    1084.28   (feet)  ADJUSTED  
 RL0114  ___________________________________________________________________
 RL0114  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RL0114  DYNAMIC HT  -         330.507 (meters)    1084.34  (feet)  COMP
 RL0114  MODELED GRAV-     980,659.4   (mgal)                       NAVD 88
 RL0114
 RL0114  VERT ORDER  -  SECOND    CLASS 0
 RL0114
 RL0114.The horizontal coordinates were scaled from a topographic map and have
 RL0114.an estimated accuracy of +/- 6 seconds.
 RL0114
 RL0114.The orthometric height was determined by differential leveling
 RL0114.and adjusted by the National Geodetic Survey in June 1991..
 RL0114
 RL0114.The geoid height was determined by GEOID03.
 RL0114
 RL0114.The dynamic height is computed by dividing the NAVD 88
 RL0114.geopotential number by the normal gravity value computed on the
 RL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0114.degrees latitude (g = 980.6199 gals.).
 RL0114
 RL0114.The modeled gravity was interpolated from observed gravity values.
 RL0114
 RL0114;                    North         East    Units  Estimated Accuracy
 RL0114;SPC MI N     -   227,390.    7,920,290.      MT  (+/- 180 meters Scaled)
 RL0114
 RL0114                          SUPERSEDED SURVEY CONTROL
 RL0114
 RL0114  NGVD 29 (??/??/92)  330.448  (m)         1084.14   (f) ADJ UNCH    2 0
 RL0114
 RL0114.Superseded values are not recommended for survey control.
 RL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0114.See file dsdata.txt to determine how the superseded data were derived.
 RL0114
 RL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS203861(NAD 83)
 RL0114_MARKER: DB = BENCH MARK DISK
 RL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0114_STAMPING: K 164 1948
 RL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0114+STABILITY: SURFACE MOTION
 RL0114
 RL0114  HISTORY     - Date     Condition        Report By
 RL0114  HISTORY     - 1948     MONUMENTED       CGS
 RL0114  HISTORY     - 20041105 MARK NOT FOUND   GEOCAC
 RL0114
 RL0114                          STATION DESCRIPTION
 RL0114
 RL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0114'11 MI SE FROM SKANEE.
 RL0114'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0114'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD THENCE
 RL0114'ABOUT 5.35 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO THE
 RL0114'FORD MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD
 RL0114'MOTOR COMPANY RAILROAD, ABOUT 0.25 MILE NORTH OF A CURVE WITH
 RL0114'TANGENTS NORTH AND EAST AND THE JUNCTION OF A TRAIL SOUTH,
 RL0114'ABOUT 0.4 MILE SOUTH OF A DIM ROAD NORTHWEST, ABOUT 0.55 MILE
 RL0114'NORTHWEST OF A ROAD SOUTHEAST TO ELIASON LUMBER CAMP, 45 FEET
 RL0114'EAST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED 16-INCH MAPLE
 RL0114'TREE, 21 FEET WEST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET
 RL0114'NORTH OF A TRIANGULAR BLAZED 12-INCH MAPLE TREE, 14 FEET SOUTH
 RL0114'OF A TRIANGULAR BLAZED 9-INCH MAPLE TREE, 2 1/2 FEET ABOVE THE
 RL0114'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0114
 RL0114                          STATION RECOVERY (2004)
 RL0114
 RL0114'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0114'AREA IS ALL TORN UP FROM LOGGING AND ROAD MAINTENANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0136 ***********************************************************************
 RK0136  DESIGNATION -  K 165
 RK0136  PID         -  RK0136
 RK0136  STATE/COUNTY-  MI/MARQUETTE
 RK0136  USGS QUAD   -  MARQUETTE NW (1953)
 RK0136
 RK0136                         *CURRENT SURVEY CONTROL
 RK0136  ___________________________________________________________________
 RK0136* NAD 83(1986)-  46 37 58.     (N)    087 28 30.     (W)     SCALED    
 RK0136* NAVD 88     -       188.000  (meters)     616.80   (feet)  ADJUSTED  
 RK0136  ___________________________________________________________________
 RK0136  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RK0136  DYNAMIC HT  -         188.017 (meters)     616.85  (feet)  COMP
 RK0136  MODELED GRAV-     980,700.5   (mgal)                       NAVD 88
 RK0136
 RK0136  VERT ORDER  -  SECOND    CLASS 0
 RK0136
 RK0136.The horizontal coordinates were scaled from a topographic map and have
 RK0136.an estimated accuracy of +/- 6 seconds.
 RK0136
 RK0136.The orthometric height was determined by differential leveling
 RK0136.and adjusted by the National Geodetic Survey in June 1991..
 RK0136
 RK0136.The geoid height was determined by GEOID03.
 RK0136
 RK0136.The dynamic height is computed by dividing the NAVD 88
 RK0136.geopotential number by the normal gravity value computed on the
 RK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0136.degrees latitude (g = 980.6199 gals.).
 RK0136
 RK0136.The modeled gravity was interpolated from observed gravity values.
 RK0136
 RK0136;                    North         East    Units  Estimated Accuracy
 RK0136;SPC MI N     -   205,670.    7,963,630.      MT  (+/- 180 meters Scaled)
 RK0136
 RK0136                          SUPERSEDED SURVEY CONTROL
 RK0136
 RK0136  NGVD 29 (??/??/92)  187.962  (m)          616.67   (f) ADJ UNCH    2 0
 RK0136
 RK0136.Superseded values are not recommended for survey control.
 RK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0136.See file dsdata.txt to determine how the superseded data were derived.
 RK0136
 RK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS636644(NAD 83)
 RK0136_MARKER: DB = BENCH MARK DISK
 RK0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0136_SP_SET: ABUTMENT
 RK0136_STAMPING: K 165 1948
 RK0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0136
 RK0136  HISTORY     - Date     Condition        Report By
 RK0136  HISTORY     - 1948     MONUMENTED       CGS
 RK0136  HISTORY     - 1985     GOOD             NGS
 RK0136  HISTORY     - 19910812 GOOD             USPSQD
 RK0136  HISTORY     - 20010331 GOOD             NGS
 RK0136
 RK0136                          STATION DESCRIPTION
 RK0136
 RK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0136'7.7 MI NW FROM MARQUETTE.
 RK0136'0.55 MILE NORTH ALONG PRESQUE ISLE AVENUE FROM THE NORTHERN
 RK0136'MICHIGAN STATE COLLEGE AT MARQUETTE, THENCE ABOUT 7.15 MILES
 RK0136'NORTHWEST ALONG COUNTY ROAD 550, ABOUT 7.6 MILES SOUTHEAST ALONG
 RK0136'COUNTY ROAD 550 FROM THE LAKE SUPERIOR AND ISHPEMING RAILWAY
 RK0136'STATION AT BIRCH, SET IN THE TOP OF THE SOUTHWEST END OF THE
 RK0136'NORTHWEST ABUTMENT OF A 40 FOOT CONCRETE BRIDGE OVER HARLOW
 RK0136'CREEK, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 RK0136'SOUTHWEST OF THE CONCRETE BANISTER AND ABOUT LEVEL WITH THE ROAD.
 RK0136
 RK0136                          STATION RECOVERY (1985)
 RK0136
 RK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0136'RECOVERED IN GOOD CONDITION.
 RK0136
 RK0136                          STATION RECOVERY (1991)
 RK0136
 RK0136'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0136'RECOVERED IN GOOD CONDITION.
 RK0136
 RK0136                          STATION RECOVERY (2001)
 RK0136
 RK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0136'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0433 ***********************************************************************
 NF0433  DESIGNATION -  K 166
 NF0433  PID         -  NF0433
 NF0433  STATE/COUNTY-  MI/KENT
 NF0433  USGS QUAD   -  FREEPORT (1978)
 NF0433
 NF0433                         *CURRENT SURVEY CONTROL
 NF0433  ___________________________________________________________________
 NF0433* NAD 83(1986)-  42 50 24.     (N)    085 22 13.     (W)     SCALED    
 NF0433* NAVD 88     -       249.216  (meters)     817.64   (feet)  ADJUSTED  
 NF0433  ___________________________________________________________________
 NF0433  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NF0433  DYNAMIC HT  -         249.147 (meters)     817.41  (feet)  COMP
 NF0433  MODELED GRAV-     980,335.3   (mgal)                       NAVD 88
 NF0433
 NF0433  VERT ORDER  -  SECOND    CLASS 0
 NF0433
 NF0433.The horizontal coordinates were scaled from a topographic map and have
 NF0433.an estimated accuracy of +/- 6 seconds.
 NF0433
 NF0433.The orthometric height was determined by differential leveling
 NF0433.and adjusted by the National Geodetic Survey in June 1991..
 NF0433
 NF0433.The geoid height was determined by GEOID03.
 NF0433
 NF0433.The dynamic height is computed by dividing the NAVD 88
 NF0433.geopotential number by the normal gravity value computed on the
 NF0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0433.degrees latitude (g = 980.6199 gals.).
 NF0433
 NF0433.The modeled gravity was interpolated from observed gravity values.
 NF0433
 NF0433;                    North         East    Units  Estimated Accuracy
 NF0433;SPC MI S     -   149,330.    3,917,960.      MT  (+/- 180 meters Scaled)
 NF0433
 NF0433                          SUPERSEDED SURVEY CONTROL
 NF0433
 NF0433  NGVD 29 (??/??/92)  249.341  (m)          818.05   (f) ADJ UNCH    2 0
 NF0433
 NF0433.Superseded values are not recommended for survey control.
 NF0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0433.See file dsdata.txt to determine how the superseded data were derived.
 NF0433
 NF0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN331443(NAD 83)
 NF0433_MARKER: DB = BENCH MARK DISK
 NF0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0433_STAMPING: K 166 1948
 NF0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0433+STABILITY: SURFACE MOTION
 NF0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0433+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2003
 NF0433
 NF0433  HISTORY     - Date     Condition        Report By
 NF0433  HISTORY     - 1948     MONUMENTED       CGS
 NF0433  HISTORY     - 1985     GOOD             USPSQD
 NF0433  HISTORY     - 1987     GOOD             USPSQD
 NF0433  HISTORY     - 1988     GOOD             USPSQD
 NF0433  HISTORY     - 1989     GOOD             USPSQD
 NF0433  HISTORY     - 19991009 GOOD             USPSQD
 NF0433  HISTORY     - 20010806 GOOD             NGS
 NF0433  HISTORY     - 20030501 GOOD             INDIV
 NF0433
 NF0433                          STATION DESCRIPTION
 NF0433
 NF0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0433'1.6 MI SE FROM ALTO.
 NF0433'0.6 MILE EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 NF0433'STATION AT ALTO, THENCE ABOUT 1.05 MILES SOUTH ALONG STATE
 NF0433'HIGHWAY 50, ABOUT 0.3 MILE NORTH OF 72ND STREET SE LEADING
 NF0433'EAST, AT A HOUSE ON WEST SIDE OF HIGHWAY, 71 FEET NORTHEAST
 NF0433'OF THE NORTHEAST CORNER OF A LARGE BARN, 48 FEET WEST OF THE
 NF0433'CENTER LINE OF THE HIGHWAY, 21 FEET WEST-SOUTHWEST OF THE
 NF0433'SOUTH END OF A 12-INCH CONCRETE PIPE CULVERT UNDER DRIVE TO
 NF0433'BARN, 24 FEET SOUTH OF TELEPHONE POLE NO. 47, 1 FOOT EAST OF
 NF0433'A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 NF0433'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0433'POST PROJECTING 6 INCHES.  MARK IS ABOUT 1.8 MILES NORTH ALONG
 NF0433'STATE HIGHWAY 50 FROM THE CROSSROADS AT BROWNE CENTER, KENT
 NF0433'COUNTY.
 NF0433
 NF0433                          STATION RECOVERY (1985)
 NF0433
 NF0433'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0433'RECOVERED IN GOOD CONDITION.
 NF0433
 NF0433                          STATION RECOVERY (1987)
 NF0433
 NF0433'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0433'RECOVERED IN GOOD CONDITION.
 NF0433
 NF0433                          STATION RECOVERY (1988)
 NF0433
 NF0433'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 NF0433'RECOVERED IN GOOD CONDITION.
 NF0433
 NF0433                          STATION RECOVERY (1989)
 NF0433
 NF0433'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOH)
 NF0433'RECOVERED IN GOOD CONDITION.
 NF0433
 NF0433                          STATION RECOVERY (1999)
 NF0433
 NF0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0433'RECOVERED IN GOOD CONDITION.
 NF0433
 NF0433                          STATION RECOVERY (2001)
 NF0433
 NF0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0433
 NF0433                          STATION RECOVERY (2003)
 NF0433
 NF0433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (KB)
 NF0433'WITNESSES TO MARK -
 NF0433'NE COR. SEC. 9, T5N, R9W N01D35M00SE 1208.85' (368.46 M)
 NF0433'C/L ALDEN NASH AVE. IS EAST 48' (14.6 M)
 NF0433'S. END 12 IN. CULV. ENE 21.4' (6.5 M)
 NF0433'NE COR. STONE BARN SW 71.0' (21.6 M)
 NF0433'W. SIDE 48 IN. OAK SSE 104.0' (31.7 M)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0408 ***********************************************************************
 NF0408  DESIGNATION -  K 167
 NF0408  PID         -  NF0408
 NF0408  STATE/COUNTY-  MI/BARRY
 NF0408  USGS QUAD   -  ALTO (1978)
 NF0408
 NF0408                         *CURRENT SURVEY CONTROL
 NF0408  ___________________________________________________________________
 NF0408* NAD 83(1986)-  42 45 17.     (N)    085 27 27.     (W)     SCALED    
 NF0408* NAVD 88     -       218.969  (meters)     718.40   (feet)  ADJUSTED  
 NF0408  ___________________________________________________________________
 NF0408  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF0408  DYNAMIC HT  -         218.906 (meters)     718.19  (feet)  COMP
 NF0408  MODELED GRAV-     980,329.0   (mgal)                       NAVD 88
 NF0408
 NF0408  VERT ORDER  -  SECOND    CLASS 0
 NF0408
 NF0408.The horizontal coordinates were scaled from a topographic map and have
 NF0408.an estimated accuracy of +/- 6 seconds.
 NF0408
 NF0408.The orthometric height was determined by differential leveling
 NF0408.and adjusted by the National Geodetic Survey in June 1991..
 NF0408
 NF0408.The geoid height was determined by GEOID03.
 NF0408
 NF0408.The dynamic height is computed by dividing the NAVD 88
 NF0408.geopotential number by the normal gravity value computed on the
 NF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0408.degrees latitude (g = 980.6199 gals.).
 NF0408
 NF0408.The modeled gravity was interpolated from observed gravity values.
 NF0408
 NF0408;                    North         East    Units  Estimated Accuracy
 NF0408;SPC MI S     -   139,950.    3,910,710.      MT  (+/- 180 meters Scaled)
 NF0408
 NF0408                          SUPERSEDED SURVEY CONTROL
 NF0408
 NF0408  NGVD 29 (??/??/92)  219.095  (m)          718.81   (f) ADJ UNCH    2 0
 NF0408
 NF0408.Superseded values are not recommended for survey control.
 NF0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0408.See file dsdata.txt to determine how the superseded data were derived.
 NF0408
 NF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN262347(NAD 83)
 NF0408_MARKER: DB = BENCH MARK DISK
 NF0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0408_STAMPING: K 167 1948
 NF0408_MARK LOGO: CGS   
 NF0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0408+STABILITY: SURFACE MOTION
 NF0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0408+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1995
 NF0408
 NF0408  HISTORY     - Date     Condition        Report By
 NF0408  HISTORY     - 1948     MONUMENTED       CGS
 NF0408  HISTORY     - 1985     GOOD             USPSQD
 NF0408  HISTORY     - 1987     GOOD             USPSQD
 NF0408  HISTORY     - 1988     GOOD             USPSQD
 NF0408  HISTORY     - 1989     GOOD             USPSQD
 NF0408  HISTORY     - 19951117 GOOD             MI-015
 NF0408  HISTORY     - 19970311 GOOD             USPSQD
 NF0408  HISTORY     - 20020913 MARK NOT FOUND   LOCENG
 NF0408  HISTORY     - 20040417 MARK NOT FOUND   USPSQD
 NF0408
 NF0408                          STATION DESCRIPTION
 NF0408
 NF0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0408'2.9 MI N FROM MIDDLEVILLE.
 NF0408'2.9 MILES NORTH ALONG COUNTY ROAD 611 FROM THE FIRST BAPTIST
 NF0408'CHURCH IN THE EAST PART OF MIDDLEVILLE, ABOUT 1.0 MILE SOUTH
 NF0408'OF THE KENT-BARRY COUNTY LINE, AT THE JUNCTION OF A ROAD EAST,
 NF0408'92 FEET NORTH-NORTHWEST OF THE CENTER OF THE JUNCTION, 150
 NF0408'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BARN, 22
 NF0408'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH
 NF0408'OF A POWER POLE, 1 FOOT WEST OF THE FENCE LINE, 1 1/2 FEET
 NF0408'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 NF0408'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0408
 NF0408                          STATION RECOVERY (1985)
 NF0408
 NF0408'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0408'BENCH MARK IS ONE FOOT SOUTH OF STEEL POST. WOODEN WITNESS POST STILL
 NF0408'IN PLACE, BUT BADLY DECAYED. SHOULDER FILL COVERS MARK ONE TO TWO
 NF0408'INCHES.
 NF0408
 NF0408                          STATION RECOVERY (1987)
 NF0408
 NF0408'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0408'RECOVERED IN GOOD CONDITION.
 NF0408
 NF0408                          STATION RECOVERY (1988)
 NF0408
 NF0408'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0408'RECOVERED IN GOOD CONDITION.
 NF0408
 NF0408                          STATION RECOVERY (1989)
 NF0408
 NF0408'RECOVERY NOTE BY US POWER SQUADRON 1989 (ARO)
 NF0408'RECOVERED IN GOOD CONDITION.
 NF0408
 NF0408                          STATION RECOVERY (1995)
 NF0408
 NF0408'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 2.9 MI (4.7 KM) NORTH
 NF0408'ALONG COUNTY ROAD 611 FROM THE FIRST BAPTIST CHURCH IN THE EAST PART
 NF0408'OF MIDDLEVILLE, ABOUT 1.0 MI (1.6 KM) SOUTH OF THE KENT-BARRY COUNTY
 NF0408'LINE, AT THE JUNCTION OF A ROAD EAST, 92 FT (28.0 M) NORTH-NORTHWEST
 NF0408'OF THE CENTER OF THE JUNCTION, 150 FT (45.7 M) SOUTHEAST OF THE
 NF0408'SOUTHEAST CORNER OF A LARGE BARN, 22 FT (6.7 M) WEST OF THE CENTERLINE
 NF0408'OF THE HIGHWAY, 36 FT (11.0 M) SOUTH OF A POWER POLE, 1 FT (0.3 M)
 NF0408'WEST OF THE FENCE LINE, 1.5 FT (0.5 M) SOUTH OF A WHITE WOODEN WITNESS
 NF0408'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0408'PROJECTING 5 IN. RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1985.
 NF0408'BENCH MARK IS ONE FOOT SOUTH OF STEEL POST.  WOODEN POST STILL
 NF0408'STANDING IN PLACE, BUT BADLY DECAYED.  SHOULDER FILL COVERS MARK ONE
 NF0408'TO TWO INCHES. RECOVERY 1995 (BARRY COUNTY REMONUMENTATION) METAL POST
 NF0408'AND WOODEN WITNESS POSTS GONE.  22 FT (6.7 M) WEST OF THE CENTERLINE
 NF0408'OF WHITNEYVILLE ROAD (COUNTY ROAD 611) , 99 FT (30.2 M) NORTH OF THE
 NF0408'CENTERLINE OF PARMALEE ROAD EAST, 256 FT (78.0 M) SOUTH OF THE
 NF0408'CENTERLINE OF PARMALEE ROAD WEST, 37 FT (11.3 M) SOUTH OF A UTILITY
 NF0408'POLE, 71 FT (21.6 M) SOUTHWEST OF A UTILITY POLE, 15 FT (4.6 M) NORTH
 NF0408'OF AND ACROSS ROAD FROM THE CENTERLINE OF A GRAVEL DRIVE LEADING TO
 NF0408'HOUSE NUMBER 7010.
 NF0408
 NF0408                          STATION RECOVERY (1997)
 NF0408
 NF0408'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0408'RECOVERED IN GOOD CONDITION.
 NF0408
 NF0408                          STATION RECOVERY (2002)
 NF0408
 NF0408'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NF0408'STATION APPARENTLY DESTROYED DUE TO RECENT ROAD RECONSTRUCTION.
 NF0408
 NF0408                          STATION RECOVERY (2004)
 NF0408
 NF0408'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0876 ***********************************************************************
 NF0876  DESIGNATION -  K 169
 NF0876  PID         -  NF0876
 NF0876  STATE/COUNTY-  MI/KENT
 NF0876  USGS QUAD   -  CALEDONIA (1982)
 NF0876
 NF0876                         *CURRENT SURVEY CONTROL
 NF0876  ___________________________________________________________________
 NF0876* NAD 83(1986)-  42 50 28.     (N)    085 37 29.     (W)     SCALED    
 NF0876* NAVD 88     -       225.564  (meters)     740.04   (feet)  ADJUSTED  
 NF0876  ___________________________________________________________________
 NF0876  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF0876  DYNAMIC HT  -         225.503 (meters)     739.84  (feet)  COMP
 NF0876  MODELED GRAV-     980,343.6   (mgal)                       NAVD 88
 NF0876
 NF0876  VERT ORDER  -  SECOND    CLASS 0
 NF0876
 NF0876.The horizontal coordinates were scaled from a topographic map and have
 NF0876.an estimated accuracy of +/- 6 seconds.
 NF0876
 NF0876.The orthometric height was determined by differential leveling
 NF0876.and adjusted by the National Geodetic Survey in June 1991..
 NF0876
 NF0876.The geoid height was determined by GEOID03.
 NF0876
 NF0876.The dynamic height is computed by dividing the NAVD 88
 NF0876.geopotential number by the normal gravity value computed on the
 NF0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0876.degrees latitude (g = 980.6199 gals.).
 NF0876
 NF0876.The modeled gravity was interpolated from observed gravity values.
 NF0876
 NF0876;                    North         East    Units  Estimated Accuracy
 NF0876;SPC MI S     -   149,740.    3,897,170.      MT  (+/- 180 meters Scaled)
 NF0876
 NF0876                          SUPERSEDED SURVEY CONTROL
 NF0876
 NF0876  NGVD 29 (??/??/92)  225.698  (m)          740.48   (f) ADJ UNCH    2 0
 NF0876
 NF0876.Superseded values are not recommended for survey control.
 NF0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0876.See file dsdata.txt to determine how the superseded data were derived.
 NF0876
 NF0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN123440(NAD 83)
 NF0876_MARKER: DB = BENCH MARK DISK
 NF0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0876_STAMPING: K 169 1948
 NF0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0876+STABILITY: SURFACE MOTION
 NF0876
 NF0876  HISTORY     - Date     Condition        Report By
 NF0876  HISTORY     - 1948     MONUMENTED       CGS
 NF0876  HISTORY     - 1987     GOOD             USPSQD
 NF0876  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NF0876  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NF0876  HISTORY     - 20011001 MARK NOT FOUND   LOCSUR
 NF0876
 NF0876                          STATION DESCRIPTION
 NF0876
 NF0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0876'2 MI W FROM DUTTON.
 NF0876'ABOUT 2.0 MILES WEST ALONG 68TH STREET SE FROM THE CROSSROADS AT
 NF0876'DUTTON, AT THE INTERSECTION OF KALAMAZOO AVENUE SE, 150 FEET
 NF0876'NORTHEAST AND ACROSS THE EAST-WEST ROAD FROM THE NORTHEAST
 NF0876'CORNER OF A SCHOOL HOUSE, 90 FEET NORTHWEST OF THE CENTER OF THE
 NF0876'INTERSECTION, 39 FEET NORTH OF THE CENTER LINE OF 68TH STREET
 NF0876'SE, 6 FEET WEST OF A TELEPHONE POLE NO. 166, 1 1/2 FEET EAST OF
 NF0876'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET
 NF0876'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0876
 NF0876                          STATION RECOVERY (1987)
 NF0876
 NF0876'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0876'RECOVERED IN GOOD CONDITION.
 NF0876
 NF0876                          STATION RECOVERY (1988)
 NF0876
 NF0876'RECOVERY NOTE BY US POWER SQUADRON 1988 (WD)
 NF0876'MARK NOT FOUND.
 NF0876
 NF0876                          STATION RECOVERY (1991)
 NF0876
 NF0876'RECOVERY NOTE BY US POWER SQUADRON 1991 (RBP)
 NF0876'MARK NOT FOUND.
 NF0876
 NF0876                          STATION RECOVERY (2001)
 NF0876
 NF0876'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KB)
 NF0876'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0340 ***********************************************************************
 OK0340  DESIGNATION -  K 17
 OK0340  PID         -  OK0340
 OK0340  STATE/COUNTY-  MI/IONIA
 OK0340  USGS QUAD   -  SHILOH (1972)
 OK0340
 OK0340                         *CURRENT SURVEY CONTROL
 OK0340  ___________________________________________________________________
 OK0340* NAD 83(1986)-  43 00 58.     (N)    085 05 41.     (W)     SCALED    
 OK0340* NAVD 88     -       245.314  (meters)     804.83   (feet)  ADJUSTED  
 OK0340  ___________________________________________________________________
 OK0340  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 OK0340  DYNAMIC HT  -         245.253 (meters)     804.63  (feet)  COMP
 OK0340  MODELED GRAV-     980,363.9   (mgal)                       NAVD 88
 OK0340
 OK0340  VERT ORDER  -  FIRST     CLASS II
 OK0340
 OK0340.The horizontal coordinates were scaled from a topographic map and have
 OK0340.an estimated accuracy of +/- 6 seconds.
 OK0340
 OK0340.The orthometric height was determined by differential leveling
 OK0340.and adjusted by the National Geodetic Survey in June 1991..
 OK0340
 OK0340.The geoid height was determined by GEOID03.
 OK0340
 OK0340.The dynamic height is computed by dividing the NAVD 88
 OK0340.geopotential number by the normal gravity value computed on the
 OK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0340.degrees latitude (g = 980.6199 gals.).
 OK0340
 OK0340.The modeled gravity was interpolated from observed gravity values.
 OK0340
 OK0340;                    North         East    Units  Estimated Accuracy
 OK0340;SPC MI S     -   168,660.    3,940,660.      MT  (+/- 180 meters Scaled)
 OK0340
 OK0340                          SUPERSEDED SURVEY CONTROL
 OK0340
 OK0340  NGVD 29 (??/??/92)  245.445  (m)          805.26   (f) ADJ UNCH    1 2
 OK0340
 OK0340.Superseded values are not recommended for survey control.
 OK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0340.See file dsdata.txt to determine how the superseded data were derived.
 OK0340
 OK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN552643(NAD 83)
 OK0340_MARKER: DB = BENCH MARK DISK
 OK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0340_STAMPING: ELEV 805.264 FT K 17 1916
 OK0340_PROJECTION: FLUSH
 OK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0340+STABILITY: SURFACE MOTION
 OK0340
 OK0340  HISTORY     - Date     Condition        Report By
 OK0340  HISTORY     - 1916     MONUMENTED       CGS
 OK0340  HISTORY     - 1934     GOOD             NGS
 OK0340  HISTORY     - 1969     POOR             USGS
 OK0340  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0340
 OK0340                          STATION DESCRIPTION
 OK0340
 OK0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0340'4.1 MI NW FROM IONIA.
 OK0340'4.1 MILES NORTHWEST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0340'AT IONIA, IONIA COUNTY, AT HAYNOR 25 YARDS WEST OF THE FORMER
 OK0340'LOCATION OF THE TRACK OF THE ABANDONED STANTON TO HAYNOR
 OK0340'DIVISION, 31.6 FEET EAST OF THE EAST RAIL OF THE GRAND LEDGE
 OK0340'TO BIG RAPIDS DIVISION, AT THE INTERSECTION OF THE RIGHT-OF-WAY
 OK0340'FENCES OF THE TWO LINES, AND 5 FEET LOWER THAN THE RAIL.  A
 OK0340'STANDARD DISK, STAMPED ELEV. 805.264 FT. K 17 1916 AND SET IN
 OK0340'THE TOP OF A CONCRETE POST PROJECTING 16 INCHES ABOVE GROUND.
 OK0340'NOTE-- CAP HAS BEEN REMOVED.
 OK0340
 OK0340                          STATION RECOVERY (1969)
 OK0340
 OK0340'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0340'MARK RECOVERED IN POOR CONDITION.
 OK0340
 OK0340                          STATION RECOVERY (1992)
 OK0340
 OK0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0340'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0635 ***********************************************************************
 NF0635  DESIGNATION -  K 171
 NF0635  PID         -  NF0635
 NF0635  STATE/COUNTY-  MI/ALLEGAN
 NF0635  USGS QUAD   -  MERSON (1981)
 NF0635
 NF0635                         *CURRENT SURVEY CONTROL
 NF0635  ___________________________________________________________________
 NF0635* NAD 83(1986)-  42 26 57.     (N)    085 49 05.     (W)     SCALED    
 NF0635* NAVD 88     -       222.567  (meters)     730.21   (feet)  ADJUSTED  
 NF0635  ___________________________________________________________________
 NF0635  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF0635  DYNAMIC HT  -         222.505 (meters)     730.00  (feet)  COMP
 NF0635  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 NF0635
 NF0635  VERT ORDER  -  SECOND    CLASS 0
 NF0635
 NF0635.The horizontal coordinates were scaled from a topographic map and have
 NF0635.an estimated accuracy of +/- 6 seconds.
 NF0635
 NF0635.The orthometric height was determined by differential leveling
 NF0635.and adjusted by the National Geodetic Survey in June 1991..
 NF0635
 NF0635.The geoid height was determined by GEOID03.
 NF0635
 NF0635.The dynamic height is computed by dividing the NAVD 88
 NF0635.geopotential number by the normal gravity value computed on the
 NF0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0635.degrees latitude (g = 980.6199 gals.).
 NF0635
 NF0635.The modeled gravity was interpolated from observed gravity values.
 NF0635
 NF0635;                    North         East    Units  Estimated Accuracy
 NF0635;SPC MI S     -   106,460.    3,880,610.      MT  (+/- 180 meters Scaled)
 NF0635
 NF0635                          SUPERSEDED SURVEY CONTROL
 NF0635
 NF0635  NGVD 29 (??/??/92)  222.704  (m)          730.65   (f) ADJ UNCH    2 0
 NF0635
 NF0635.Superseded values are not recommended for survey control.
 NF0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0635.See file dsdata.txt to determine how the superseded data were derived.
 NF0635
 NF0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN971003(NAD 83)
 NF0635_MARKER: DB = BENCH MARK DISK
 NF0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0635_STAMPING: K 171 1948
 NF0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0635+STABILITY: SURFACE MOTION
 NF0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0635+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0635
 NF0635  HISTORY     - Date     Condition        Report By
 NF0635  HISTORY     - 1948     MONUMENTED       CGS
 NF0635  HISTORY     - 19971011 GOOD             USPSQD
 NF0635  HISTORY     - 20060318 GOOD             USPSQD
 NF0635
 NF0635                          STATION DESCRIPTION
 NF0635
 NF0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0635'7.2 MI N FROM KENDALL.
 NF0635'7.2 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE
 NF0635'AT KENDALL, AT A CROSS ROAD AND TROWBRIDGE GRANGE HALL, 157 FEET
 NF0635'WEST OF THE CENTER LINE OF ROAD 653, 26 FEET SOUTH OF THE CENTER
 NF0635'LINE OF THE CROSS ROAD, 1 FOOT NORTH OF A WIRE FENCE, 6 FEET NORTH
 NF0635'OF A POWER POLE WITH TRANSFORMER, 86 FEET WEST-NORTHWEST OF THE
 NF0635'NORTHWEST CORNER OF THE HALL, 8 FEET WEST OF A CONCRETE FENCE
 NF0635'POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 NF0635'WITH THE ROAD WEST AND SET IN THE TOP OF A CONCRETE POST
 NF0635'PROJECTING 3 INCHES.
 NF0635
 NF0635                          STATION RECOVERY (1997)
 NF0635
 NF0635'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0635'RECOVERED IN GOOD CONDITION.
 NF0635
 NF0635                          STATION RECOVERY (2006)
 NF0635
 NF0635'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0635'GRANGE HALL NOW A PRIVATE RESIDENCE.  24 FT SOUTH OF CENTERLINE OF
 NF0635'ROAD.  7 FT NORTH OF A CARSONITE WITNESS POST.  42 26 58.0 N  085 49
 NF0635'05.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0785 ***********************************************************************
 NF0785  DESIGNATION -  K 172
 NF0785  PID         -  NF0785
 NF0785  STATE/COUNTY-  MI/OTTAWA
 NF0785  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0785
 NF0785                         *CURRENT SURVEY CONTROL
 NF0785  ___________________________________________________________________
 NF0785* NAD 83(1986)-  42 48 40.     (N)    085 54 02.     (W)     SCALED    
 NF0785* NAVD 88     -       220.144  (meters)     722.26   (feet)  ADJUSTED  
 NF0785  ___________________________________________________________________
 NF0785  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0785  DYNAMIC HT  -         220.089 (meters)     722.08  (feet)  COMP
 NF0785  MODELED GRAV-     980,365.3   (mgal)                       NAVD 88
 NF0785
 NF0785  VERT ORDER  -  SECOND    CLASS 0
 NF0785
 NF0785.The horizontal coordinates were scaled from a topographic map and have
 NF0785.an estimated accuracy of +/- 6 seconds.
 NF0785
 NF0785.The orthometric height was determined by differential leveling
 NF0785.and adjusted by the National Geodetic Survey in June 1991..
 NF0785
 NF0785.The geoid height was determined by GEOID03.
 NF0785
 NF0785.The dynamic height is computed by dividing the NAVD 88
 NF0785.geopotential number by the normal gravity value computed on the
 NF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0785.degrees latitude (g = 980.6199 gals.).
 NF0785
 NF0785.The modeled gravity was interpolated from observed gravity values.
 NF0785
 NF0785;                    North         East    Units  Estimated Accuracy
 NF0785;SPC MI S     -   146,780.    3,874,560.      MT  (+/- 180 meters Scaled)
 NF0785
 NF0785                          SUPERSEDED SURVEY CONTROL
 NF0785
 NF0785  NGVD 29 (??/??/92)  220.280  (m)          722.70   (f) ADJ UNCH    2 0
 NF0785
 NF0785.Superseded values are not recommended for survey control.
 NF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0785.See file dsdata.txt to determine how the superseded data were derived.
 NF0785
 NF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN898404(NAD 83)
 NF0785_MARKER: DB = BENCH MARK DISK
 NF0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0785_STAMPING: K 172 1948
 NF0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0785+STABILITY: SURFACE MOTION
 NF0785
 NF0785  HISTORY     - Date     Condition        Report By
 NF0785  HISTORY     - 1948     MONUMENTED       CGS
 NF0785  HISTORY     - 1984     GOOD             USPSQD
 NF0785  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NF0785  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 NF0785  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0785
 NF0785                          STATION DESCRIPTION
 NF0785
 NF0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0785'2 MI E FROM VREISLAND.
 NF0785'ABOUT 1.95 MILES EAST ALONG COUNTY ROAD 452 FROM THE MAIN
 NF0785'CROSSROADS AT VREISLAND, ABOUT 0.95 MILE WEST OF THE CROSSROAD
 NF0785'AT FOREST GROVE STATION, SET IN THE SOUTHEAST CORNER OF A
 NF0785'NORTH-SOUTH CROSSROAD, 79 FEET SOUTH OF THE CENTER LINE OF ROAD
 NF0785'452, 116 FEET NORTHEAST AND ACROSS ROAD SOUTH FROM A POWER
 NF0785'POLE WITH TRANSFORMER, 19 FEET EAST OF THE CENTER LINE OF THE
 NF0785'CROSSROAD, 26 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A
 NF0785'NORTH-SOUTH FENCE LINE, 23 FEET SOUTHEAST OF THE EAST END OF A
 NF0785'12-INCH PIPE CULVERT UNDER ROAD SOUTH, 2 FEET SOUTH OF A WHITE
 NF0785'WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP
 NF0785'OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0785
 NF0785                          STATION RECOVERY (1984)
 NF0785
 NF0785'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0785'NO WITNESS POST. CEMENT CHIPPED BUT BRONZE DISK NOT DAMAGED.
 NF0785
 NF0785                          STATION RECOVERY (1990)
 NF0785
 NF0785'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0785'MARK NOT FOUND.
 NF0785
 NF0785                          STATION RECOVERY (1997)
 NF0785
 NF0785'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0785'MARK NOT FOUND.
 NF0785
 NF0785                          STATION RECOVERY (2004)
 NF0785
 NF0785'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0972 ***********************************************************************
 NF0972  DESIGNATION -  K 173
 NF0972  PID         -  NF0972
 NF0972  STATE/COUNTY-  MI/ALLEGAN
 NF0972  USGS QUAD   -  BURNIPS (1981)
 NF0972
 NF0972                         *CURRENT SURVEY CONTROL
 NF0972  ___________________________________________________________________
 NF0972* NAD 83(1986)-  42 40 38.     (N)    085 45 39.     (W)     SCALED    
 NF0972* NAVD 88     -       207.998  (meters)     682.41   (feet)  ADJUSTED  
 NF0972  ___________________________________________________________________
 NF0972  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF0972  DYNAMIC HT  -         207.941 (meters)     682.22  (feet)  COMP
 NF0972  MODELED GRAV-     980,345.9   (mgal)                       NAVD 88
 NF0972
 NF0972  VERT ORDER  -  SECOND    CLASS 0
 NF0972
 NF0972.The horizontal coordinates were scaled from a topographic map and have
 NF0972.an estimated accuracy of +/- 6 seconds.
 NF0972
 NF0972.The orthometric height was determined by differential leveling
 NF0972.and adjusted by the National Geodetic Survey in June 1991..
 NF0972
 NF0972.The geoid height was determined by GEOID03.
 NF0972
 NF0972.The dynamic height is computed by dividing the NAVD 88
 NF0972.geopotential number by the normal gravity value computed on the
 NF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0972.degrees latitude (g = 980.6199 gals.).
 NF0972
 NF0972.The modeled gravity was interpolated from observed gravity values.
 NF0972
 NF0972;                    North         East    Units  Estimated Accuracy
 NF0972;SPC MI S     -   131,710.    3,885,740.      MT  (+/- 180 meters Scaled)
 NF0972
 NF0972                          SUPERSEDED SURVEY CONTROL
 NF0972
 NF0972  NGVD 29 (??/??/92)  208.132  (m)          682.85   (f) ADJ UNCH    2 0
 NF0972
 NF0972.Superseded values are not recommended for survey control.
 NF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0972.See file dsdata.txt to determine how the superseded data were derived.
 NF0972
 NF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN015257(NAD 83)
 NF0972_MARKER: DB = BENCH MARK DISK
 NF0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0972_SP_SET: ABUTMENT
 NF0972_STAMPING: K 173 1948
 NF0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0972
 NF0972  HISTORY     - Date     Condition        Report By
 NF0972  HISTORY     - 1948     MONUMENTED       CGS
 NF0972  HISTORY     - 1974     GOOD             NGS
 NF0972
 NF0972                          STATION DESCRIPTION
 NF0972
 NF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0972'4 MI N FROM HOPKINS.
 NF0972'ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM THE STATE BANK
 NF0972'BUILDING AT HOPKINS, THENCE ABOUT 3.85 MILES NORTH ALONG A
 NF0972'COUNTY ROAD, ABOUT 0.2 MILE NORTH OF A CROSSROAD, SET IN THE
 NF0972'TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A 65-FOOT BRIDGE
 NF0972'OVER BIG RABBIT RIVER, 9 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NF0972'2 FEET EAST OF THE GUARD RAIL, 0.5 FOOT WEST OF THE EAST END OF
 NF0972'THE ABUTMENT AND ABOUT 1 FOOT BELOW THE ROAD.
 NF0972
 NF0972                          STATION RECOVERY (1974)
 NF0972
 NF0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 NF0972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0860 ***********************************************************************
 NF0860  DESIGNATION -  K 174
 NF0860  PID         -  NF0860
 NF0860  STATE/COUNTY-  MI/ALLEGAN
 NF0860  USGS QUAD   -  MILLGROVE (1981)
 NF0860
 NF0860                         *CURRENT SURVEY CONTROL
 NF0860  ___________________________________________________________________
 NF0860* NAD 83(1986)-  42 31 06.     (N)    085 57 20.     (W)     SCALED    
 NF0860* NAVD 88     -       212.276  (meters)     696.44   (feet)  ADJUSTED  
 NF0860  ___________________________________________________________________
 NF0860  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NF0860  DYNAMIC HT  -         212.219 (meters)     696.26  (feet)  COMP
 NF0860  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 NF0860
 NF0860  VERT ORDER  -  SECOND    CLASS 0
 NF0860
 NF0860.The horizontal coordinates were scaled from a topographic map and have
 NF0860.an estimated accuracy of +/- 6 seconds.
 NF0860
 NF0860.The orthometric height was determined by differential leveling
 NF0860.and adjusted by the National Geodetic Survey in June 1991..
 NF0860
 NF0860.The geoid height was determined by GEOID03.
 NF0860
 NF0860.The dynamic height is computed by dividing the NAVD 88
 NF0860.geopotential number by the normal gravity value computed on the
 NF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0860.degrees latitude (g = 980.6199 gals.).
 NF0860
 NF0860.The modeled gravity was interpolated from observed gravity values.
 NF0860
 NF0860;                    North         East    Units  Estimated Accuracy
 NF0860;SPC MI S     -   114,350.    3,869,450.      MT  (+/- 180 meters Scaled)
 NF0860
 NF0860                          SUPERSEDED SURVEY CONTROL
 NF0860
 NF0860  NGVD 29 (??/??/92)  212.416  (m)          696.90   (f) ADJ UNCH    2 0
 NF0860
 NF0860.Superseded values are not recommended for survey control.
 NF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0860.See file dsdata.txt to determine how the superseded data were derived.
 NF0860
 NF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN857078(NAD 83)
 NF0860_MARKER: DB = BENCH MARK DISK
 NF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0860_STAMPING: K 174 1948
 NF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0860+STABILITY: SURFACE MOTION
 NF0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0860+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0860
 NF0860  HISTORY     - Date     Condition        Report By
 NF0860  HISTORY     - 1948     MONUMENTED       CGS
 NF0860  HISTORY     - 19971011 GOOD             USPSQD
 NF0860  HISTORY     - 20060318 GOOD             USPSQD
 NF0860
 NF0860                          STATION DESCRIPTION
 NF0860
 NF0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0860'5.2 MI N FROM CHESHIRE.
 NF0860'ABOUT 5.2 MILES NORTH ALONG A GRAVEL ROAD FROM THE LINDSLEY
 NF0860'SCHOOL AND A CEMETERY A CHESHIRE, ABOUT 0.7 MILE SOUTH OF A
 NF0860'CROSS ROAD, ABOUT 1.75 MILES NORTH OF ROWE CEMETERY, 30 FEET
 NF0860'EAST OF THE CENTER LINE OF THE ROAD, 36 FEET SOUTH OF THE CENTER
 NF0860'LINE OF A TRAIL LEADING EAST, 11 FEET SOUTH-SOUTHWEST OF A
 NF0860'TRIANGULAR BLAZED 16-INCH OAK TREE, ABOUT 30 YARDS SOUTHEAST
 NF0860'OF THE TOP OF A GRADE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0860'POST, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 NF0860'CONCRETE POST PROJECTING 4 INCHES.
 NF0860
 NF0860                          STATION RECOVERY (1997)
 NF0860
 NF0860'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0860'RECOVERED IN GOOD CONDITION.
 NF0860
 NF0860                          STATION RECOVERY (2006)
 NF0860
 NF0860'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0860'1 FT WEST OF CARSONITE WITNESS POST  42 31 06.7 N 085 57 19.4 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0553 ***********************************************************************
 NF0553  DESIGNATION -  K 175
 NF0553  PID         -  NF0553
 NF0553  STATE/COUNTY-  MI/ALLEGAN
 NF0553  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0553
 NF0553                         *CURRENT SURVEY CONTROL
 NF0553  ___________________________________________________________________
 NF0553* NAD 83(1986)-  42 27 53.     (N)    085 36 47.     (W)     SCALED    
 NF0553* NAVD 88     -       220.434  (meters)     723.21   (feet)  ADJUSTED  
 NF0553  ___________________________________________________________________
 NF0553  GEOID HEIGHT-         -33.18  (meters)                     GEOID03
 NF0553  DYNAMIC HT  -         220.368 (meters)     722.99  (feet)  COMP
 NF0553  MODELED GRAV-     980,319.3   (mgal)                       NAVD 88
 NF0553
 NF0553  VERT ORDER  -  SECOND    CLASS 0
 NF0553
 NF0553.The horizontal coordinates were scaled from a topographic map and have
 NF0553.an estimated accuracy of +/- 6 seconds.
 NF0553
 NF0553.The orthometric height was determined by differential leveling
 NF0553.and adjusted by the National Geodetic Survey in June 1991..
 NF0553
 NF0553.The geoid height was determined by GEOID03.
 NF0553
 NF0553.The dynamic height is computed by dividing the NAVD 88
 NF0553.geopotential number by the normal gravity value computed on the
 NF0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0553.degrees latitude (g = 980.6199 gals.).
 NF0553
 NF0553.The modeled gravity was interpolated from observed gravity values.
 NF0553
 NF0553;                    North         East    Units  Estimated Accuracy
 NF0553;SPC MI S     -   107,920.    3,897,500.      MT  (+/- 180 meters Scaled)
 NF0553
 NF0553                          SUPERSEDED SURVEY CONTROL
 NF0553
 NF0553  NGVD 29 (??/??/92)  220.565  (m)          723.64   (f) ADJ UNCH    2 0
 NF0553
 NF0553.Superseded values are not recommended for survey control.
 NF0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0553.See file dsdata.txt to determine how the superseded data were derived.
 NF0553
 NF0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN140023(NAD 83)
 NF0553_MARKER: DB = BENCH MARK DISK
 NF0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0553_STAMPING: K 175 1948
 NF0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0553+STABILITY: SURFACE MOTION
 NF0553
 NF0553  HISTORY     - Date     Condition        Report By
 NF0553  HISTORY     - 1948     MONUMENTED       CGS
 NF0553  HISTORY     - 1965     MARK NOT FOUND   USGS
 NF0553  HISTORY     - 1975     GOOD             LOCENG
 NF0553  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0553  HISTORY     - 20031102 MARK NOT FOUND   USPSQD
 NF0553
 NF0553                          STATION DESCRIPTION
 NF0553
 NF0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0553'3 MI NE FROM PLAINWELL.
 NF0553'1.5 MILES NORTH ALONG U.S. HIGHWAY 131 FROM THE JUNCTION OF STATE
 NF0553'HIGHWAY 89 AT PLAINWELL, THENCE ABOUT 1.5 MILES EAST ALONG COUNTY
 NF0553'ROAD 412, ABOUT 1.0 MILE EAST OF THE CROSSING OF THE PENNSYLVANIA
 NF0553'RAILROAD, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 22 FEET EAST
 NF0553'OF THE CENTER LINE OF THE ROAD NORTH, 142 FEET NORTH OF THE
 NF0553'CENTER LINE OF THE BLACK TOP ROAD, 1 FOOT WEST OF A WIRE FENCE,
 NF0553'34 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BARN, 7
 NF0553'FEET NORTH OF A FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN
 NF0553'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 NF0553'CONCRETE POST PROJECTING 4 INCHES.
 NF0553
 NF0553                          STATION RECOVERY (1965)
 NF0553
 NF0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 NF0553'MARK NOT FOUND.
 NF0553
 NF0553                          STATION RECOVERY (1975)
 NF0553
 NF0553'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 NF0553'RECOVERED IN GOOD CONDITION.
 NF0553
 NF0553                          STATION RECOVERY (1989)
 NF0553
 NF0553'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0553'MARK NOT FOUND.
 NF0553
 NF0553                          STATION RECOVERY (2003)
 NF0553
 NF0553'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0553'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0419 ***********************************************************************
 NF0419  DESIGNATION -  K 177
 NF0419  PID         -  NF0419
 NF0419  STATE/COUNTY-  MI/BARRY
 NF0419  USGS QUAD   -  CLOVERDALE (1982)
 NF0419
 NF0419                         *CURRENT SURVEY CONTROL
 NF0419  ___________________________________________________________________
 NF0419* NAD 83(1986)-  42 37 26.     (N)    085 26 48.     (W)     SCALED    
 NF0419* NAVD 88     -       270.913  (meters)     888.82   (feet)  ADJUSTED  
 NF0419  ___________________________________________________________________
 NF0419  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF0419  DYNAMIC HT  -         270.832 (meters)     888.55  (feet)  COMP
 NF0419  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 NF0419
 NF0419  VERT ORDER  -  SECOND    CLASS I
 NF0419
 NF0419.The horizontal coordinates were scaled from a topographic map and have
 NF0419.an estimated accuracy of +/- 6 seconds.
 NF0419
 NF0419.The orthometric height was determined by differential leveling
 NF0419.and adjusted by the National Geodetic Survey in June 1991..
 NF0419
 NF0419.The geoid height was determined by GEOID03.
 NF0419
 NF0419.The dynamic height is computed by dividing the NAVD 88
 NF0419.geopotential number by the normal gravity value computed on the
 NF0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0419.degrees latitude (g = 980.6199 gals.).
 NF0419
 NF0419.The modeled gravity was interpolated from observed gravity values.
 NF0419
 NF0419;                    North         East    Units  Estimated Accuracy
 NF0419;SPC MI S     -   125,410.    3,911,410.      MT  (+/- 180 meters Scaled)
 NF0419
 NF0419                          SUPERSEDED SURVEY CONTROL
 NF0419
 NF0419  NGVD 29 (??/??/92)  271.037  (m)          889.23   (f) ADJ UNCH    2 0
 NF0419
 NF0419.Superseded values are not recommended for survey control.
 NF0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0419.See file dsdata.txt to determine how the superseded data were derived.
 NF0419
 NF0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN273202(NAD 83)
 NF0419_MARKER: DB = BENCH MARK DISK
 NF0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0419_STAMPING: K 177 1948
 NF0419_MARK LOGO: CGS   
 NF0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0419+STABILITY: SURFACE MOTION
 NF0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0419+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0419
 NF0419  HISTORY     - Date     Condition        Report By
 NF0419  HISTORY     - 1948     MONUMENTED       CGS
 NF0419  HISTORY     - 1987     GOOD             USPSQD
 NF0419  HISTORY     - 19941110 GOOD             MI-015
 NF0419  HISTORY     - 20000822 GOOD             MI-015
 NF0419  HISTORY     - 20041030 GOOD             USPSQD
 NF0419
 NF0419                          STATION DESCRIPTION
 NF0419
 NF0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0419'6.4 MI S FROM MIDDLEVILLE.
 NF0419'2.55 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0419'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 3.85 MILES SOUTH
 NF0419'ALONG COUNTY ROAD 611, AT A DIM CROSSROAD, 70 FEET SOUTHEAST
 NF0419'OF THE CENTER LINE OF THE INTERSECTION, 37 FEET SOUTH OF A
 NF0419'30-INCH OAK TREE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD,
 NF0419'17 FEET NORTH OF AN 8-INCH OAK TREE, ON TOP OF A 4-FOOT CUT,
 NF0419'1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE
 NF0419'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 NF0419'INCHES.
 NF0419
 NF0419                          STATION RECOVERY (1987)
 NF0419
 NF0419'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0419'RECOVERED IN GOOD CONDITION.
 NF0419
 NF0419                          STATION RECOVERY (1994)
 NF0419
 NF0419'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0419'FOUND IN GOOD CONDITION.  66 FEET SOUTH OF THE CENTERLINE OF A DIRT
 NF0419'TRAIL EAST, 71.9 FT SOUTH SOUTHEAST OF A MONUMENT BOX IN BITUMINOUS
 NF0419'ROADWAY NORTH-SOUTH (YANKEE SPRINGS ROAD) 29 FEET EAST OF THE
 NF0419'CENTERLINE OF YANKEE SPRINGS ROAD, 8 FEET NORTH-NORTHEAST OF A
 NF0419'TELPHONE RISER.  NOTE--NOT SUITABLE FOR GPS. CARSONITE WITNESS POST
 NF0419'INSTALLED 1 FOOT EAST OF MARK.
 NF0419
 NF0419                          STATION RECOVERY (2000)
 NF0419
 NF0419'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0419'RECOVERED WITH NEW DESCRIPTION AS FOLLOWS. LOCATED IN THE NORTHWEST
 NF0419'1/4 OF SECTION 25, NEAR THE NORTHWEST CORNER.  TO REACH FROM THE
 NF0419'INTERSECTION OF M-37 AND M-43 (2.3 MILES WEST OF HASTINGS) , TRAVEL
 NF0419'WEST ON M-43 FOR 0.25 MI (0.40 KM) TO A CRUVE WHERE M-43 SWINGS SOUTH
 NF0419'AND CHIEF NOONDAY ROAD CONTINUES WEST TO GUN LAKE.  CONTINUE WEST ON
 NF0419'CHIEF NOONDAY ROAD FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF YANKEE
 NF0419'SPRINGS ROAD.  TURN LEFT AND GO SOUTH 1.0 MI (1.6 KM) TO DEEP LAKE
 NF0419'ROAD AND STATION ON THE LEFT, IN THE SOUTHEAST QUADRANT OF THE
 NF0419'INTERSECTION.  IT IS 66.0 FT (20.1 M) SOUTH OF THE CENTERLINE OF DEEP
 NF0419'LAKE ROAD (GRAVEL WEST/TRAIL EAST) , 71.9 FT (21.9 M) SOUTH-SOUTHEAST
 NF0419'OF A MONUMENT BOX (NORTHWEST CORNER SECTION 25) , 29.0 FT (8.8 M) EAST
 NF0419'OF THE CENTERLINE OF YANKEE SPRINGS ROAD, 8.0 FT (2.4 M) NORTH OF A
 NF0419'TELEPHONE RISER, AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 NF0419
 NF0419                          STATION RECOVERY (2004)
 NF0419
 NF0419'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0742 ***********************************************************************
 MC0742  DESIGNATION -  K 178
 MC0742  PID         -  MC0742
 MC0742  STATE/COUNTY-  MI/MONROE
 MC0742  USGS QUAD   -  TOLEDO (1980)
 MC0742
 MC0742                         *CURRENT SURVEY CONTROL
 MC0742  ___________________________________________________________________
 MC0742* NAD 83(1986)-  41 44 58.     (N)    083 30 19.     (W)     SCALED    
 MC0742* NAVD 88     -       177.227  (meters)     581.45   (feet)  ADJUSTED  
 MC0742  ___________________________________________________________________
 MC0742  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0742  DYNAMIC HT  -         177.160 (meters)     581.23  (feet)  COMP
 MC0742  MODELED GRAV-     980,242.6   (mgal)                       NAVD 88
 MC0742
 MC0742  VERT ORDER  -  FIRST     CLASS I
 MC0742
 MC0742.The horizontal coordinates were scaled from a topographic map and have
 MC0742.an estimated accuracy of +/- 6 seconds.
 MC0742
 MC0742.The orthometric height was determined by differential leveling
 MC0742.and adjusted by the National Geodetic Survey in June 1991..
 MC0742
 MC0742.The geoid height was determined by GEOID03.
 MC0742
 MC0742.The dynamic height is computed by dividing the NAVD 88
 MC0742.geopotential number by the normal gravity value computed on the
 MC0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0742.degrees latitude (g = 980.6199 gals.).
 MC0742
 MC0742.The modeled gravity was interpolated from observed gravity values.
 MC0742
 MC0742;                    North         East    Units  Estimated Accuracy
 MC0742;SPC MI S     -    28,080.    4,071,650.      MT  (+/- 180 meters Scaled)
 MC0742
 MC0742                          SUPERSEDED SURVEY CONTROL
 MC0742
 MC0742  NGVD 29 (??/??/92)  177.408  (m)          582.05   (f) ADJ UNCH    1 1
 MC0742
 MC0742.Superseded values are not recommended for survey control.
 MC0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0742.See file dsdata.txt to determine how the superseded data were derived.
 MC0742
 MC0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG916249(NAD 83)
 MC0742_MARKER: DB = BENCH MARK DISK
 MC0742_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0742_SP_SET: BRIDGE SEAT
 MC0742_STAMPING: K 178 1954
 MC0742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0742
 MC0742  HISTORY     - Date     Condition        Report By
 MC0742  HISTORY     - 1954     MONUMENTED       CGS
 MC0742  HISTORY     - 1968     GOOD             NGS
 MC0742  HISTORY     - 19890126 MARK NOT FOUND   USPSQD
 MC0742
 MC0742                          STATION DESCRIPTION
 MC0742
 MC0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0742'12.7 MI SW FROM MONROE.
 MC0742'ABOUT 12.7 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD
 MC0742'FROM THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 7 1/4
 MC0742'RAILS SOUTHWEST OF THE CROSSING OF STERNS ROAD, ABOUT 3 1/2 RAILS
 MC0742'NORTHEAST OF MILEPOST D 48, SET ON THE TOP OF THE NORTHWEST END
 MC0742'OF THE BRIDGE SEAT FOR A 20-FOOT BRIDGE OVER HOOPER RUN, 9.3
 MC0742'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHBOUND TRACK,
 MC0742'1 FOOT SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE SEAT AND 3
 MC0742'FEET BELOW THE LEVEL OF THE TRACK.
 MC0742
 MC0742                          STATION RECOVERY (1989)
 MC0742
 MC0742'RECOVERY NOTE BY US POWER SQUADRON 1989 (LCR)
 MC0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0519 ***********************************************************************
 NE0519  DESIGNATION -  K 180
 NE0519  PID         -  NE0519
 NE0519  STATE/COUNTY-  MI/WAYNE
 NE0519  USGS QUAD   -  ROCKWOOD (1981)
 NE0519
 NE0519                         *CURRENT SURVEY CONTROL
 NE0519  ___________________________________________________________________
 NE0519* NAD 83(1986)-  42 05 43.     (N)    083 12 39.     (W)     SCALED    
 NE0519* NAVD 88     -       176.649  (meters)     579.56   (feet)  ADJUSTED  
 NE0519  ___________________________________________________________________
 NE0519  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0519  DYNAMIC HT  -         176.590 (meters)     579.36  (feet)  COMP
 NE0519  MODELED GRAV-     980,285.9   (mgal)                       NAVD 88
 NE0519
 NE0519  VERT ORDER  -  FIRST     CLASS I
 NE0519
 NE0519.The horizontal coordinates were scaled from a topographic map and have
 NE0519.an estimated accuracy of +/- 6 seconds.
 NE0519
 NE0519.The orthometric height was determined by differential leveling
 NE0519.and adjusted by the National Geodetic Survey in June 1991..
 NE0519
 NE0519.The geoid height was determined by GEOID03.
 NE0519
 NE0519.The dynamic height is computed by dividing the NAVD 88
 NE0519.geopotential number by the normal gravity value computed on the
 NE0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0519.degrees latitude (g = 980.6199 gals.).
 NE0519
 NE0519.The modeled gravity was interpolated from observed gravity values.
 NE0519
 NE0519;                    North         East    Units  Estimated Accuracy
 NE0519;SPC MI S     -    66,780.    4,095,620.      MT  (+/- 180 meters Scaled)
 NE0519
 NE0519                          SUPERSEDED SURVEY CONTROL
 NE0519
 NE0519  NGVD 29 (??/??/92)  176.812  (m)          580.09   (f) ADJ UNCH    1 1
 NE0519
 NE0519.Superseded values are not recommended for survey control.
 NE0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0519.See file dsdata.txt to determine how the superseded data were derived.
 NE0519
 NE0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG171627(NAD 83)
 NE0519_MARKER: DB = BENCH MARK DISK
 NE0519_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0519_SP_SET: BRIDGE
 NE0519_STAMPING: K 180 1954
 NE0519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0519
 NE0519  HISTORY     - Date     Condition        Report By
 NE0519  HISTORY     - 1954     MONUMENTED       CGS
 NE0519  HISTORY     - 1968     GOOD             NGS
 NE0519  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 NE0519  HISTORY     - 1987     GOOD             USPSQD
 NE0519  HISTORY     - 1988     GOOD             USPSQD
 NE0519  HISTORY     - 1989     GOOD             USPSQD
 NE0519  HISTORY     - 20050718 MARK NOT FOUND   ADVGEO
 NE0519
 NE0519                          STATION DESCRIPTION
 NE0519
 NE0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0519'1 MI W FROM GIBRALTAR.
 NE0519'ABOUT 1.0 MILE WEST ALONG MIDDLE GIBRALTAR ROAD FROM THE BRIDGE
 NE0519'OVER GIBRALTAR WATERWAY, ABOUT 0.4 MILE WEST OF THE INTERSECTION
 NE0519'OF RIVER ROAD, ABOUT 0.3 MILE EAST OF THE CROSSING OF THE DETROIT
 NE0519'AND TOLEDO SHORE LINE RAILROAD, SET ON THE TOP OF THE EAST
 NE0519'END OF THE SOUTH CONCRETE GUARD RAIL BASE OF A 30-FOOT CONCRETE
 NE0519'BRIDGE OVER BROWNSTOWN CREEK, 22 FEET SOUTH OF THE CENTER LINE
 NE0519'OF THE ROAD, 13.2 FEET WEST OF THE EAST END OF THE GUARD RAIL
 NE0519'AND 1 1/2 FEET ABOVE THE LEVEL OF THE ROAD.
 NE0519
 NE0519                          STATION RECOVERY (1983)
 NE0519
 NE0519'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0519'MARK NOT FOUND.
 NE0519
 NE0519                          STATION RECOVERY (1987)
 NE0519
 NE0519'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0519'RECOVERED IN GOOD CONDITION.
 NE0519
 NE0519                          STATION RECOVERY (1988)
 NE0519
 NE0519'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0519'RECOVERED IN GOOD CONDITION.
 NE0519
 NE0519                          STATION RECOVERY (1989)
 NE0519
 NE0519'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0519'RECOVERED IN GOOD CONDITION.
 NE0519
 NE0519                          STATION RECOVERY (2005)
 NE0519
 NE0519'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0655 ***********************************************************************
 NF0655  DESIGNATION -  K 190
 NF0655  PID         -  NF0655
 NF0655  STATE/COUNTY-  MI/KALAMAZOO
 NF0655  USGS QUAD   -  PORTAGE (1979)
 NF0655
 NF0655                         *CURRENT SURVEY CONTROL
 NF0655  ___________________________________________________________________
 NF0655* NAD 83(1986)-  42 14 14.     (N)    085 33 35.     (W)     SCALED    
 NF0655* NAVD 88     -       264.152  (meters)     866.64   (feet)  ADJUSTED  
 NF0655  ___________________________________________________________________
 NF0655  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF0655  DYNAMIC HT  -         264.069 (meters)     866.37  (feet)  COMP
 NF0655  MODELED GRAV-     980,302.8   (mgal)                       NAVD 88
 NF0655
 NF0655  VERT ORDER  -  SECOND    CLASS 0
 NF0655
 NF0655.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 NF0655
 NF0655.The horizontal coordinates were scaled from a topographic map and have
 NF0655.an estimated accuracy of +/- 6 seconds.
 NF0655
 NF0655.The orthometric height was determined by differential leveling
 NF0655.and adjusted by the National Geodetic Survey in June 1991..
 NF0655
 NF0655.The geoid height was determined by GEOID03.
 NF0655
 NF0655.The dynamic height is computed by dividing the NAVD 88
 NF0655.geopotential number by the normal gravity value computed on the
 NF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0655.degrees latitude (g = 980.6199 gals.).
 NF0655
 NF0655.The modeled gravity was interpolated from observed gravity values.
 NF0655
 NF0655;                    North         East    Units  Estimated Accuracy
 NF0655;SPC MI S     -    82,590.    3,901,530.      MT  (+/- 180 meters Scaled)
 NF0655
 NF0655                          SUPERSEDED SURVEY CONTROL
 NF0655
 NF0655  NGVD 29 (??/??/92)  264.283  (m)          867.07   (f) ADJ UNCH    2 0
 NF0655
 NF0655.Superseded values are not recommended for survey control.
 NF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0655.See file dsdata.txt to determine how the superseded data were derived.
 NF0655
 NF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM188771(NAD 83)
 NF0655_MARKER: DB = BENCH MARK DISK
 NF0655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0655_SP_SET: BUILDING
 NF0655_STAMPING: K 190 1957
 NF0655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0655
 NF0655  HISTORY     - Date     Condition        Report By
 NF0655  HISTORY     - 1957     MONUMENTED       CGS
 NF0655  HISTORY     - 1978     GOOD             NGS
 NF0655  HISTORY     - 20021017 GOOD             USPSQD
 NF0655
 NF0655                          STATION DESCRIPTION
 NF0655
 NF0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 NF0655'4 MI S FROM KALAMAZOO.
 NF0655'4.0 MILES SOUTH OF KALAMAZOO, KALAMAZOO COUNTY, AT KALAMAZOO
 NF0655'MUNICIPAL AIRPORT, 500 FEET NORTH OF THE BRICK HANGAR OF KALAMAZOO
 NF0655'FLYING SERVICE, 120 FEET EAST OF THE CENTERLINE OF PORTAGE STREET,
 NF0655'0.4 FEET WEST OF NORTHEAST CORNER OF A CONCRETE BUILDING WHICH
 NF0655'IS THE AIRPORT ELECTRICAL VAULT.  A STANDARD DISK, STAMPED
 NF0655'K 190 1957 AND SET VERTICAL IN A DRILL HOLE IN THE SIDE OF THE
 NF0655'BUILDING AND IS 1.1 FEET ABOVE THE GROUND.
 NF0655
 NF0655                          STATION RECOVERY (1978)
 NF0655
 NF0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0655'RECOVERED IN GOOD CONDITION.
 NF0655
 NF0655                          STATION RECOVERY (2002)
 NF0655
 NF0655'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0083 ***********************************************************************
 RK0083  DESIGNATION -  K 193
 RK0083  PID         -  RK0083
 RK0083  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0083  USGS QUAD   -  
 RK0083
 RK0083                         *CURRENT SURVEY CONTROL
 RK0083  ___________________________________________________________________
 RK0083* NAD 83(1986)-  46 25 09.     (N)    086 21 09.     (W)     SCALED    
 RK0083* NAVD 88     -       267.760  (meters)     878.48   (feet)  ADJUSTED  
 RK0083  ___________________________________________________________________
 RK0083  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 RK0083  DYNAMIC HT  -         267.777 (meters)     878.53  (feet)  COMP
 RK0083  MODELED GRAV-     980,671.9   (mgal)                       NAVD 88
 RK0083
 RK0083  VERT ORDER  -  SECOND    CLASS 0
 RK0083
 RK0083.The horizontal coordinates were scaled from a topographic map and have
 RK0083.an estimated accuracy of +/- 6 seconds.
 RK0083
 RK0083.The orthometric height was determined by differential leveling
 RK0083.and adjusted by the National Geodetic Survey in June 1991..
 RK0083
 RK0083.The geoid height was determined by GEOID03.
 RK0083
 RK0083.The dynamic height is computed by dividing the NAVD 88
 RK0083.geopotential number by the normal gravity value computed on the
 RK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0083.degrees latitude (g = 980.6199 gals.).
 RK0083
 RK0083.The modeled gravity was interpolated from observed gravity values.
 RK0083
 RK0083;                    North         East    Units  Estimated Accuracy
 RK0083;SPC MI N     -   182,020.    8,049,770.      MT  (+/- 180 meters Scaled)
 RK0083
 RK0083                          SUPERSEDED SURVEY CONTROL
 RK0083
 RK0083  NGVD 29 (??/??/92)  267.719  (m)          878.34   (f) ADJ UNCH    2 0
 RK0083
 RK0083.Superseded values are not recommended for survey control.
 RK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0083.See file dsdata.txt to determine how the superseded data were derived.
 RK0083
 RK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES497408(NAD 83)
 RK0083_MARKER: DB = BENCH MARK DISK
 RK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0083_STAMPING: K 193 1964
 RK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0083+STABILITY: SURFACE MOTION
 RK0083
 RK0083  HISTORY     - Date     Condition        Report By
 RK0083  HISTORY     - 1964     MONUMENTED       CGS
 RK0083
 RK0083                          STATION DESCRIPTION
 RK0083
 RK0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0083'7.3 MI N FROM CREIGHTON.
 RK0083'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0083'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 7.2
 RK0083'MILES NORTH ALONG A SAND ROAD, IN S 31, T 47 N, R 16 W, ON THE
 RK0083'OUTSIDE OF A CURVE, ABOUT 30 YARDS SOUTHEAST OF THE CENTER OF A
 RK0083'SHORT FILL ACROSS A RAVINE BETWEEN TWO HILLS, 21 FEET SOUTHWEST
 RK0083'OF THE CENTER LINE OF THE ROAD, 8 FEET WEST OF THE CENTER LINE OF
 RK0083'AN ABANDONED ROAD LEADING SOUTH, 1.7 FEET NORTHEAST OF A METAL
 RK0083'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 RK0083'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0490 ***********************************************************************
 RJ0490  DESIGNATION -  K 194
 RJ0490  PID         -  RJ0490
 RJ0490  STATE/COUNTY-  MI/LUCE
 RJ0490  USGS QUAD   -  AUGER LAKE (1973)
 RJ0490
 RJ0490                         *CURRENT SURVEY CONTROL
 RJ0490  ___________________________________________________________________
 RJ0490* NAD 83(1986)-  46 25 08.     (N)    085 30 36.     (W)     SCALED    
 RJ0490* NAVD 88     -       239.374  (meters)     785.35   (feet)  ADJUSTED  
 RJ0490  ___________________________________________________________________
 RJ0490  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 RJ0490  DYNAMIC HT  -         239.389 (meters)     785.40  (feet)  COMP
 RJ0490  MODELED GRAV-     980,669.4   (mgal)                       NAVD 88
 RJ0490
 RJ0490  VERT ORDER  -  SECOND    CLASS 0
 RJ0490
 RJ0490.The horizontal coordinates were scaled from a topographic map and have
 RJ0490.an estimated accuracy of +/- 6 seconds.
 RJ0490
 RJ0490.The orthometric height was determined by differential leveling
 RJ0490.and adjusted by the National Geodetic Survey in June 1991..
 RJ0490
 RJ0490.The geoid height was determined by GEOID03.
 RJ0490
 RJ0490.The dynamic height is computed by dividing the NAVD 88
 RJ0490.geopotential number by the normal gravity value computed on the
 RJ0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0490.degrees latitude (g = 980.6199 gals.).
 RJ0490
 RJ0490.The modeled gravity was interpolated from observed gravity values.
 RJ0490
 RJ0490;                    North         East    Units  Estimated Accuracy
 RJ0490;SPC MI N     -   182,860.    8,114,530.      MT  (+/- 180 meters Scaled)
 RJ0490
 RJ0490                          SUPERSEDED SURVEY CONTROL
 RJ0490
 RJ0490  NGVD 29 (??/??/92)  239.336  (m)          785.22   (f) ADJ UNCH    2 0
 RJ0490
 RJ0490.Superseded values are not recommended for survey control.
 RJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0490.See file dsdata.txt to determine how the superseded data were derived.
 RJ0490
 RJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS145416(NAD 83)
 RJ0490_MARKER: DB = BENCH MARK DISK
 RJ0490_SETTING: 80 = SET IN A BOULDER
 RJ0490_SP_SET: BOULDER
 RJ0490_STAMPING: K 194 1964
 RJ0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0490+STABILITY: SURFACE MOTION
 RJ0490
 RJ0490  HISTORY     - Date     Condition        Report By
 RJ0490  HISTORY     - 1964     MONUMENTED       CGS
 RJ0490  HISTORY     - 20040920 GOOD             USPSQD
 RJ0490
 RJ0490                          STATION DESCRIPTION
 RJ0490
 RJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0490'4.3 MI N FROM NEWBERRY.
 RJ0490'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 123 FROM THE SOO LINE
 RJ0490'RAILROAD STATION AT NEWBERRY, IN S 1, T 46 N, R 10 W, AT FOUR
 RJ0490'MILE CORNER, 104 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 RJ0490'OF COUNTY ROAD 407 LEADING WEST, 53 FEET EAST OF THE CENTER
 RJ0490'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF A
 RJ0490'GRANITE BOULDER THAT IS 4 FEET LONG, 1 1/2 FEET WIDE AND 1 FOOT
 RJ0490'HIGH, AND ABOUT LEVEL WITH THE HIGHWAY.
 RJ0490
 RJ0490                          STATION RECOVERY (2004)
 RJ0490
 RJ0490'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0027 ***********************************************************************
 RK0027  DESIGNATION -  K 195
 RK0027  PID         -  RK0027
 RK0027  STATE/COUNTY-  MI/ALGER
 RK0027  USGS QUAD   -  GRAND SABLE LAKE (1966)
 RK0027
 RK0027                         *CURRENT SURVEY CONTROL
 RK0027  ___________________________________________________________________
 RK0027* NAD 83(1986)-  46 39 13.     (N)    086 01 42.     (W)     SCALED    
 RK0027* NAVD 88     -       229.061  (meters)     751.51   (feet)  ADJUSTED  
 RK0027  ___________________________________________________________________
 RK0027  GEOID HEIGHT-         -35.89  (meters)                     GEOID03
 RK0027  DYNAMIC HT  -         229.080 (meters)     751.57  (feet)  COMP
 RK0027  MODELED GRAV-     980,689.2   (mgal)                       NAVD 88
 RK0027
 RK0027  VERT ORDER  -  SECOND    CLASS 0
 RK0027
 RK0027.The horizontal coordinates were scaled from a topographic map and have
 RK0027.an estimated accuracy of +/- 6 seconds.
 RK0027
 RK0027.The orthometric height was determined by differential leveling
 RK0027.and adjusted by the National Geodetic Survey in June 1991..
 RK0027
 RK0027.The geoid height was determined by GEOID03.
 RK0027
 RK0027.The dynamic height is computed by dividing the NAVD 88
 RK0027.geopotential number by the normal gravity value computed on the
 RK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0027.degrees latitude (g = 980.6199 gals.).
 RK0027
 RK0027.The modeled gravity was interpolated from observed gravity values.
 RK0027
 RK0027;                    North         East    Units  Estimated Accuracy
 RK0027;SPC MI N     -   208,330.    8,074,370.      MT  (+/- 180 meters Scaled)
 RK0027
 RK0027                          SUPERSEDED SURVEY CONTROL
 RK0027
 RK0027  NGVD 29 (??/??/92)  229.023  (m)          751.39   (f) ADJ UNCH    2 0
 RK0027
 RK0027.Superseded values are not recommended for survey control.
 RK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0027.See file dsdata.txt to determine how the superseded data were derived.
 RK0027
 RK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES743671(NAD 83)
 RK0027_MARKER: DB = BENCH MARK DISK
 RK0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0027_STAMPING: K 195 1964
 RK0027_MARK LOGO: CGS   
 RK0027_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0027+STABILITY: SURFACE MOTION
 RK0027
 RK0027  HISTORY     - Date     Condition        Report By
 RK0027  HISTORY     - 1964     MONUMENTED       CGS
 RK0027  HISTORY     - 19940424 GOOD             LOCENG
 RK0027  HISTORY     - 19940507 GOOD             LOCENG
 RK0027  HISTORY     - 19940801 GOOD             USPSQD
 RK0027
 RK0027                          STATION DESCRIPTION
 RK0027
 RK0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0027'2.9 MI SW FROM GRAND MARAIS.
 RK0027'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0027'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE WEST ALONG COUNTY
 RK0027'ROAD 708, THENCE 1.0 MILE WEST AND SOUTHWEST ALONG COUNTY ROAD
 RK0027'700, IN S 11, T 49 N, R 14 W, AT THE NORTHEAST CORNER OF A SMALL
 RK0027'PARK AT THE NORTHEAST CORNER OF GRAND SABLE LAKE, 28 FEET
 RK0027'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE EAST DRIVE TO
 RK0027'THE PARK, 22 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 23 1/2
 RK0027'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE LADIES REST ROOM,
 RK0027'2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 RK0027'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RK0027
 RK0027                          STATION RECOVERY (1994)
 RK0027
 RK0027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0027'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0027
 RK0027                          STATION RECOVERY (1994)
 RK0027
 RK0027'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0027'RECOVERED AS DESCRIBED.
 RK0027
 RK0027                          STATION RECOVERY (1994)
 RK0027
 RK0027'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0569 ***********************************************************************
 RJ0569  DESIGNATION -  K 196
 RJ0569  PID         -  RJ0569
 RJ0569  STATE/COUNTY-  MI/ALGER
 RJ0569  USGS QUAD   -  NAWAKWA LAKE (1968)
 RJ0569
 RJ0569                         *CURRENT SURVEY CONTROL
 RJ0569  ___________________________________________________________________
 RJ0569* NAD 83(1986)-  46 36 45.     (N)    085 59 46.     (W)     SCALED    
 RJ0569* NAVD 88     -       281.215  (meters)     922.62   (feet)  ADJUSTED  
 RJ0569  ___________________________________________________________________
 RJ0569  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 RJ0569  DYNAMIC HT  -         281.235 (meters)     922.69  (feet)  COMP
 RJ0569  MODELED GRAV-     980,675.6   (mgal)                       NAVD 88
 RJ0569
 RJ0569  VERT ORDER  -  SECOND    CLASS 0
 RJ0569
 RJ0569.The horizontal coordinates were scaled from a topographic map and have
 RJ0569.an estimated accuracy of +/- 6 seconds.
 RJ0569
 RJ0569.The orthometric height was determined by differential leveling
 RJ0569.and adjusted by the National Geodetic Survey in June 1991..
 RJ0569
 RJ0569.The geoid height was determined by GEOID03.
 RJ0569
 RJ0569.The dynamic height is computed by dividing the NAVD 88
 RJ0569.geopotential number by the normal gravity value computed on the
 RJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0569.degrees latitude (g = 980.6199 gals.).
 RJ0569
 RJ0569.The modeled gravity was interpolated from observed gravity values.
 RJ0569
 RJ0569;                    North         East    Units  Estimated Accuracy
 RJ0569;SPC MI N     -   203,790.    8,076,890.      MT  (+/- 180 meters Scaled)
 RJ0569
 RJ0569                          SUPERSEDED SURVEY CONTROL
 RJ0569
 RJ0569  NGVD 29 (??/??/92)  281.172  (m)          922.48   (f) ADJ UNCH    2 0
 RJ0569
 RJ0569.Superseded values are not recommended for survey control.
 RJ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0569.See file dsdata.txt to determine how the superseded data were derived.
 RJ0569
 RJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES768625(NAD 83)
 RJ0569_MARKER: DB = BENCH MARK DISK
 RJ0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0569_STAMPING: K 196 1964
 RJ0569_MARK LOGO: CGS   
 RJ0569_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0569+STABILITY: SURFACE MOTION
 RJ0569
 RJ0569  HISTORY     - Date     Condition        Report By
 RJ0569  HISTORY     - 1964     MONUMENTED       CGS
 RJ0569  HISTORY     - 19940424 GOOD             LOCENG
 RJ0569  HISTORY     - 19940507 GOOD             LOCENG
 RJ0569  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 RJ0569  HISTORY     - 19990907 MARK NOT FOUND   USPSQD
 RJ0569
 RJ0569                          STATION DESCRIPTION
 RJ0569
 RJ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0569'4.2 MI S FROM GRAND MARAIS.
 RJ0569'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY M 77 FROM THE
 RJ0569'METHODIST CHURCH AT GRAND MARAIS, IN S 25, T 49 N, R 14 W, IN
 RJ0569'THE Y-FORK OF THE JUNCTION OF AN ABANDONED ROAD LEADING EAST,
 RJ0569'AT THE SOUTHWEST END OF A HIGH BANK, 81 FEET NORTHEAST OF THE
 RJ0569'SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 75
 RJ0569'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 49 FEET NORTH
 RJ0569'OF THE CENTER LINE OF THE OLD ROAD, 1.7 FEET NORTHWEST OF A
 RJ0569'METAL WITNESS POST, ABOUT 6 FEET BELOW THE LEVEL OF THE HIGHWAY,
 RJ0569'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0569
 RJ0569                          STATION RECOVERY (1994)
 RJ0569
 RJ0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RJ0569'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RJ0569
 RJ0569                          STATION RECOVERY (1994)
 RJ0569
 RJ0569'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RJ0569'RECOVERED AS DESCRIBED.
 RJ0569
 RJ0569                          STATION RECOVERY (1994)
 RJ0569
 RJ0569'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0569'MARK NOT FOUND.
 RJ0569
 RJ0569                          STATION RECOVERY (1999)
 RJ0569
 RJ0569'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0555 ***********************************************************************
 RJ0555  DESIGNATION -  K 197
 RJ0555  PID         -  RJ0555
 RJ0555  STATE/COUNTY-  MI/LUCE
 RJ0555  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0555
 RJ0555                         *CURRENT SURVEY CONTROL
 RJ0555  ___________________________________________________________________
 RJ0555* NAD 83(1986)-  46 40 06.     (N)    085 51 12.     (W)     SCALED    
 RJ0555* NAVD 88     -       198.273  (meters)     650.50   (feet)  ADJUSTED  
 RJ0555  ___________________________________________________________________
 RJ0555  GEOID HEIGHT-         -36.00  (meters)                     GEOID03
 RJ0555  DYNAMIC HT  -         198.291 (meters)     650.56  (feet)  COMP
 RJ0555  MODELED GRAV-     980,699.6   (mgal)                       NAVD 88
 RJ0555
 RJ0555  VERT ORDER  -  SECOND    CLASS 0
 RJ0555
 RJ0555.The horizontal coordinates were scaled from a topographic map and have
 RJ0555.an estimated accuracy of +/- 6 seconds.
 RJ0555
 RJ0555.The orthometric height was determined by differential leveling
 RJ0555.and adjusted by the National Geodetic Survey in June 1991..
 RJ0555
 RJ0555.The geoid height was determined by GEOID03.
 RJ0555
 RJ0555.The dynamic height is computed by dividing the NAVD 88
 RJ0555.geopotential number by the normal gravity value computed on the
 RJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0555.degrees latitude (g = 980.6199 gals.).
 RJ0555
 RJ0555.The modeled gravity was interpolated from observed gravity values.
 RJ0555
 RJ0555;                    North         East    Units  Estimated Accuracy
 RJ0555;SPC MI N     -   210,140.    8,087,740.      MT  (+/- 180 meters Scaled)
 RJ0555
 RJ0555                          SUPERSEDED SURVEY CONTROL
 RJ0555
 RJ0555  NGVD 29 (??/??/92)  198.236  (m)          650.38   (f) ADJ UNCH    2 0
 RJ0555
 RJ0555.Superseded values are not recommended for survey control.
 RJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0555.See file dsdata.txt to determine how the superseded data were derived.
 RJ0555
 RJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES877689(NAD 83)
 RJ0555_MARKER: DB = BENCH MARK DISK
 RJ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0555_STAMPING: K 197 1964
 RJ0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0555+STABILITY: SURFACE MOTION
 RJ0555
 RJ0555  HISTORY     - Date     Condition        Report By
 RJ0555  HISTORY     - 1964     MONUMENTED       CGS
 RJ0555
 RJ0555                          STATION DESCRIPTION
 RJ0555
 RJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0555'6.4 MI E FROM GRAND MARAIS.
 RJ0555'ABOUT 6.4 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0555'HIGH SCHOOL AT GRAND MARAIS, IN S 6, T 49 N, R 12 W, ABOUT 0.9
 RJ0555'MILE EAST OF THE CROSSING OF THE SUCKER RIVER, ABOUT 0.65 MILE
 RJ0555'EAST OF THE ALGER-LUCE COUNTY LINE, ON THE SOUTH SLOPE AND ABOUT
 RJ0555'30 YARDS EAST OF THE WEST END OF A LOW SAND RIDGE ALONG THE
 RJ0555'NORTH SIDE OF THE ROAD, 43 FEET NORTH OF THE CENTER LINE OF THE
 RJ0555'ROAD, 11 FEET WEST OF A 16-INCH PINE TREE, 1.8 FEET WEST OF A
 RJ0555'METAL WITNESS POST, ABOUT 5 FEET ABOVE THE LEVEL OF THE ROAD,
 RJ0555'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0533 ***********************************************************************
 RJ0533  DESIGNATION -  K 198
 RJ0533  PID         -  RJ0533
 RJ0533  STATE/COUNTY-  MI/LUCE
 RJ0533  USGS QUAD   -  MUSKALLONGE LAKE EAST (1968)
 RJ0533
 RJ0533                         *CURRENT SURVEY CONTROL
 RJ0533  ___________________________________________________________________
 RJ0533* NAD 83(1986)-  46 39 41.     (N)    085 31 21.     (W)     SCALED    
 RJ0533* NAVD 88     -       201.135  (meters)     659.89   (feet)  ADJUSTED  
 RJ0533  ___________________________________________________________________
 RJ0533  GEOID HEIGHT-         -36.17  (meters)                     GEOID03
 RJ0533  DYNAMIC HT  -         201.153 (meters)     659.95  (feet)  COMP
 RJ0533  MODELED GRAV-     980,695.8   (mgal)                       NAVD 88
 RJ0533
 RJ0533  VERT ORDER  -  SECOND    CLASS 0
 RJ0533
 RJ0533.The horizontal coordinates were scaled from a topographic map and have
 RJ0533.an estimated accuracy of +/- 6 seconds.
 RJ0533
 RJ0533.The orthometric height was determined by differential leveling
 RJ0533.and adjusted by the National Geodetic Survey in June 1991..
 RJ0533
 RJ0533.The geoid height was determined by GEOID03.
 RJ0533
 RJ0533.The dynamic height is computed by dividing the NAVD 88
 RJ0533.geopotential number by the normal gravity value computed on the
 RJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0533.degrees latitude (g = 980.6199 gals.).
 RJ0533
 RJ0533.The modeled gravity was interpolated from observed gravity values.
 RJ0533
 RJ0533;                    North         East    Units  Estimated Accuracy
 RJ0533;SPC MI N     -   209,790.    8,113,070.      MT  (+/- 180 meters Scaled)
 RJ0533
 RJ0533                          SUPERSEDED SURVEY CONTROL
 RJ0533
 RJ0533  NGVD 29 (??/??/92)  201.097  (m)          659.77   (f) ADJ UNCH    2 0
 RJ0533
 RJ0533.Superseded values are not recommended for survey control.
 RJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0533.See file dsdata.txt to determine how the superseded data were derived.
 RJ0533
 RJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS130685(NAD 83)
 RJ0533_MARKER: DB = BENCH MARK DISK
 RJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0533_STAMPING: K 198 1964
 RJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0533+STABILITY: SURFACE MOTION
 RJ0533
 RJ0533  HISTORY     - Date     Condition        Report By
 RJ0533  HISTORY     - 1964     MONUMENTED       CGS
 RJ0533
 RJ0533                          STATION DESCRIPTION
 RJ0533
 RJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0533'8.2 MI SE FROM DEER PARK.
 RJ0533'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0533'LODGE AT DEER PARK, THENCE 5.4 MILES EAST ALONG COUNTY ROAD
 RJ0533'410, IN S 11, T 49 N, R 10 W, ON THE OUTSIDE OF A SHARP CURVE,
 RJ0533'AT THE NORTHWEST CORNER OF THE REED AND GREEN BRIDGE CAMP
 RJ0533'GROUNDS, 197 FEET NORTH OF THE NORTHEAST CORNER OF A 75-FOOT
 RJ0533'WOODEN BRIDGE OVER THE NORTH BRANCH OF THE TWO HEARTED RIVER,
 RJ0533'55 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET NORTH
 RJ0533'OF THE CENTER LINE OF A TRAIL ROAD LEADING EAST, 1.7 FEET
 RJ0533'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 RJ0533'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0523 ***********************************************************************
 NE0523  DESIGNATION -  K 199
 NE0523  PID         -  NE0523
 NE0523  STATE/COUNTY-  MI/WAYNE
 NE0523  USGS QUAD   -  ROCKWOOD (1981)
 NE0523
 NE0523                         *CURRENT SURVEY CONTROL
 NE0523  ___________________________________________________________________
 NE0523* NAD 83(1986)-  42 05 36.     (N)    083 11 21.     (W)     SCALED    
 NE0523* NAVD 88     -       177.834  (meters)     583.44   (feet)  ADJUSTED  
 NE0523  ___________________________________________________________________
 NE0523  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0523  DYNAMIC HT  -         177.774 (meters)     583.25  (feet)  COMP
 NE0523  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 NE0523
 NE0523  VERT ORDER  -  FIRST     CLASS I
 NE0523
 NE0523.The horizontal coordinates were scaled from a topographic map and have
 NE0523.an estimated accuracy of +/- 6 seconds.
 NE0523
 NE0523.The orthometric height was determined by differential leveling
 NE0523.and adjusted by the National Geodetic Survey in June 1991..
 NE0523
 NE0523.The geoid height was determined by GEOID03.
 NE0523
 NE0523.The dynamic height is computed by dividing the NAVD 88
 NE0523.geopotential number by the normal gravity value computed on the
 NE0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0523.degrees latitude (g = 980.6199 gals.).
 NE0523
 NE0523.The modeled gravity was interpolated from observed gravity values.
 NE0523
 NE0523;                    North         East    Units  Estimated Accuracy
 NE0523;SPC MI S     -    66,590.    4,097,410.      MT  (+/- 180 meters Scaled)
 NE0523
 NE0523                          SUPERSEDED SURVEY CONTROL
 NE0523
 NE0523  NGVD 29 (??/??/92)  178.002  (m)          583.99   (f) ADJ UNCH    1 1
 NE0523
 NE0523.Superseded values are not recommended for survey control.
 NE0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0523.See file dsdata.txt to determine how the superseded data were derived.
 NE0523
 NE0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG189624(NAD 83)
 NE0523_MARKER: DB = BENCH MARK DISK
 NE0523_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0523_SP_SET: 12 FEET
 NE0523_STAMPING: K 199 1968
 NE0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0523
 NE0523  HISTORY     - Date     Condition        Report By
 NE0523  HISTORY     - 1968     MONUMENTED       CGS
 NE0523  HISTORY     - 1983     POOR             USPSQD
 NE0523  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0523  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0523
 NE0523                          STATION DESCRIPTION
 NE0523
 NE0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0523'AT GIBRALTAR.
 NE0523'AT GIBRALTAR, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 NE0523'MUNRO AVENUE AND CORAL STREET, 49 FEET EAST OF THE CENTER LINE
 NE0523'OF MUNRO STREET, 33.9 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 NE0523'DEPT. OF PUBLIC WORKS BUILDING, 10 1/2 FEET NORTH OF THE CENTER
 NE0523'LINE OF THE NORTH ONE OF TWO DRIVEWAYS TO DEPT OF PUBLIC WORKS
 NE0523'STORAGE YARD, 2.5 FEET NORTH OF THE NORTH GATE POST IN A CHAIN
 NE0523'LINK FENCE, 1/2 FOOT WEST OF THE CHAIN LINK FENCE, 0.5 FOOT
 NE0523'NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE AVENUE
 NE0523'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 NE0523'1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH
 NE0523'METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE LEVEL OF THE
 NE0523'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET.
 NE0523
 NE0523                          STATION RECOVERY (1983)
 NE0523
 NE0523'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0523'DISK IS MISSING, ROD IS STILL IN POSITION AT GIBRALTER, AT THE
 NE0523'SOUTHEAST CORNER OF THE INTERSECTION OF MUNRO AVE AND CORAL ST. 49
 NE0523'FEET EAST OF THE CENTERLINE OF MUNRO ST. 6.3' NORTH OF THE SOUTHWEST
 NE0523'CORNER OF BUILDING, 1/2 FOOT WEST OF THE BUILDING, IT IS NOW ONLY A
 NE0523'COPPER COATED STEEL ROD PROJECTING ABOUT 1 INCH ABOVE THE LEVEL OF
 NE0523'THE GROUND. (THERE HAS BEEN AN ADDITION TO THE BUILDING, FENCE HAS
 NE0523'BEEN MOVED. DISK IS MISSING BUT EMPLOYEE OF PUBLIC WORKS BUILDING WAS
 NE0523'AWARE OF ROD)
 NE0523
 NE0523                          STATION RECOVERY (1987)
 NE0523
 NE0523'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0523'MARK NOT FOUND.
 NE0523
 NE0523                          STATION RECOVERY (1989)
 NE0523
 NE0523'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0523'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0685 ***********************************************************************
 NE0685  DESIGNATION -  K 20
 NE0685  PID         -  NE0685
 NE0685  STATE/COUNTY-  MI/WASHTENAW
 NE0685  USGS QUAD   -  ANN ARBOR WEST (1983)
 NE0685
 NE0685                         *CURRENT SURVEY CONTROL
 NE0685  ___________________________________________________________________
 NE0685* NAD 83(1986)-  42 19 28.     (N)    083 50 23.     (W)     SCALED    
 NE0685* NAVD 88     -       259.443  (meters)     851.19   (feet)  ADJUSTED  
 NE0685  ___________________________________________________________________
 NE0685  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NE0685  DYNAMIC HT  -         259.364 (meters)     850.93  (feet)  COMP
 NE0685  MODELED GRAV-     980,308.9   (mgal)                       NAVD 88
 NE0685
 NE0685  VERT ORDER  -  FIRST     CLASS II
 NE0685
 NE0685.The horizontal coordinates were scaled from a topographic map and have
 NE0685.an estimated accuracy of +/- 6 seconds.
 NE0685
 NE0685.The orthometric height was determined by differential leveling
 NE0685.and adjusted by the National Geodetic Survey in June 1991..
 NE0685
 NE0685.The geoid height was determined by GEOID03.
 NE0685
 NE0685.The dynamic height is computed by dividing the NAVD 88
 NE0685.geopotential number by the normal gravity value computed on the
 NE0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0685.degrees latitude (g = 980.6199 gals.).
 NE0685
 NE0685.The modeled gravity was interpolated from observed gravity values.
 NE0685
 NE0685;                    North         East    Units  Estimated Accuracy
 NE0685;SPC MI S     -    91,710.    4,043,430.      MT  (+/- 180 meters Scaled)
 NE0685
 NE0685                          SUPERSEDED SURVEY CONTROL
 NE0685
 NE0685  NGVD 29 (??/??/92)  259.565  (m)          851.59   (f) ADJ UNCH    1 2
 NE0685
 NE0685.Superseded values are not recommended for survey control.
 NE0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0685.See file dsdata.txt to determine how the superseded data were derived.
 NE0685
 NE0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG660897(NAD 83)
 NE0685_MARKER: DB = BENCH MARK DISK
 NE0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0685_STAMPING: ELEV 851.589 FT K 20 1916
 NE0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0685+STABILITY: SURFACE MOTION
 NE0685
 NE0685  HISTORY     - Date     Condition        Report By
 NE0685  HISTORY     - 1916     MONUMENTED       CGS
 NE0685  HISTORY     - 1934     GOOD             NGS
 NE0685  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0685
 NE0685                          STATION DESCRIPTION
 NE0685
 NE0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0685'3.2 MI E FROM DEXTER.
 NE0685'3.2 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE STATION
 NE0685'AT DEXTER, WASHTENAW COUNTY, AT THE ROAD CROSSING AT SEJO (A
 NE0685'SMALL SETTLEMENT), 50 FEET NORTH OF THE TRACK, AND AT A FENCE
 NE0685'CORNER.  A STANDARD DISK, STAMPED ELEV 851.589 FT K 20 1916 AND
 NE0685'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 NE0685
 NE0685                          STATION RECOVERY (1985)
 NE0685
 NE0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0287 ***********************************************************************
 QK0287  DESIGNATION -  K 200
 QK0287  PID         -  QK0287
 QK0287  STATE/COUNTY-  MI/MACKINAC
 QK0287  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0287
 QK0287                         *CURRENT SURVEY CONTROL
 QK0287  ___________________________________________________________________
 QK0287* NAD 83(1986)-  45 55 36.     (N)    084 53 05.     (W)     SCALED    
 QK0287* NAVD 88     -       179.124  (meters)     587.68   (feet)  ADJUSTED  
 QK0287  ___________________________________________________________________
 QK0287  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0287  DYNAMIC HT  -         179.133 (meters)     587.71  (feet)  COMP
 QK0287  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 QK0287
 QK0287  VERT ORDER  -  FIRST     CLASS 0
 QK0287
 QK0287.The horizontal coordinates were scaled from a topographic map and have
 QK0287.an estimated accuracy of +/- 6 seconds.
 QK0287
 QK0287.The orthometric height was determined by differential leveling
 QK0287.and adjusted by the National Geodetic Survey in June 1991..
 QK0287
 QK0287.The geoid height was determined by GEOID03.
 QK0287
 QK0287.The dynamic height is computed by dividing the NAVD 88
 QK0287.geopotential number by the normal gravity value computed on the
 QK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0287.degrees latitude (g = 980.6199 gals.).
 QK0287
 QK0287.The modeled gravity was interpolated from observed gravity values.
 QK0287
 QK0287;                    North         East    Units  Estimated Accuracy
 QK0287;SPC MI N     -   129,260.    8,164,040.      MT  (+/- 180 meters Scaled)
 QK0287
 QK0287                          SUPERSEDED SURVEY CONTROL
 QK0287
 QK0287.No superseded survey control is available for this station.
 QK0287
 QK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR640880(NAD 83)
 QK0287_MARKER: DB = BENCH MARK DISK
 QK0287_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0287_SP_SET: 72 FEET
 QK0287_STAMPING: K 200 1972
 QK0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0287+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0287
 QK0287  HISTORY     - Date     Condition        Report By
 QK0287  HISTORY     - 1972     MONUMENTED       NGS
 QK0287  HISTORY     - 19950703 GOOD             USPSQD
 QK0287  HISTORY     - 20010331 GOOD             NGS
 QK0287  HISTORY     - 20030606 GOOD             USPSQD
 QK0287  HISTORY     - 20060830 GOOD             USPSQD
 QK0287
 QK0287                          STATION DESCRIPTION
 QK0287
 QK0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0287'10 MI NW FROM ST IGNACE.
 QK0287'ABOUT 10.5 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE OVERPASS
 QK0287'OVER I 75 AT ST IGNACE, IN SECTION 23, R 5 W, T 41 N, ABOUT
 QK0287'1.0 MILE NORTHWEST OF A BRIDGE OVER THE PTE AUX CHENES RIVER,
 QK0287'ABOUT 0.5 MILE SOUTHEAST OF THE INTERSECTION OF BREVORT LAKE
 QK0287'ROAD, ABOUT 0.1 MILE SOUTHEAST OF THE NORTHWEST END OF A LOW
 QK0287'SAND RIDGE, 88 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 QK0287'18 FEET EAST OF THE CENTER OF A PILE OF ROCK, 0.5 FOOT SOUTHWEST
 QK0287'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IS A
 QK0287'DISK ON THE TOP OF A COPPER COATED STEEL ROD ENCASED IN A 4
 QK0287'INCH PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.
 QK0287'THE ROD WAS DRIVEN TO A DEPTH OF 72 FEET.  ALSO ABOUT 0.1 MILE
 QK0287'SOUTHEAST OF THE SOUTHEAST END OF THE CIRCULAR DRIVE TO A
 QK0287'NATIONAL FOREST INFORMATION SITE.  SECTION 23, T41N, R5W.
 QK0287
 QK0287                          STATION RECOVERY (1995)
 QK0287
 QK0287'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0287'RECOVERED IN GOOD CONDITION.
 QK0287
 QK0287                          STATION RECOVERY (2001)
 QK0287
 QK0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0287'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0287
 QK0287                          STATION RECOVERY (2003)
 QK0287
 QK0287'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0287'RECOVERED IN GOOD CONDITION.
 QK0287
 QK0287                          STATION RECOVERY (2006)
 QK0287
 QK0287'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0401 ***********************************************************************
 RJ0401  DESIGNATION -  K 201
 RJ0401  PID         -  RJ0401
 RJ0401  STATE/COUNTY-  MI/MACKINAC
 RJ0401  USGS QUAD   -  HOG ISLAND POINT (1973)
 RJ0401
 RJ0401                         *CURRENT SURVEY CONTROL
 RJ0401  ___________________________________________________________________
 RJ0401* NAD 83(1986)-  46 04 00.     (N)    085 15 53.     (W)     SCALED    
 RJ0401* NAVD 88     -       180.254  (meters)     591.38   (feet)  ADJUSTED  
 RJ0401  ___________________________________________________________________
 RJ0401  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0401  DYNAMIC HT  -         180.266 (meters)     591.42  (feet)  COMP
 RJ0401  MODELED GRAV-     980,677.2   (mgal)                       NAVD 88
 RJ0401
 RJ0401  VERT ORDER  -  FIRST     CLASS 0
 RJ0401
 RJ0401.The horizontal coordinates were scaled from a topographic map and have
 RJ0401.an estimated accuracy of +/- 6 seconds.
 RJ0401
 RJ0401.The orthometric height was determined by differential leveling
 RJ0401.and adjusted by the National Geodetic Survey in June 1991..
 RJ0401
 RJ0401.The geoid height was determined by GEOID03.
 RJ0401
 RJ0401.The dynamic height is computed by dividing the NAVD 88
 RJ0401.geopotential number by the normal gravity value computed on the
 RJ0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0401.degrees latitude (g = 980.6199 gals.).
 RJ0401
 RJ0401.The modeled gravity was interpolated from observed gravity values.
 RJ0401
 RJ0401;                    North         East    Units  Estimated Accuracy
 RJ0401;SPC MI N     -   144,100.    8,134,240.      MT  (+/- 180 meters Scaled)
 RJ0401
 RJ0401                          SUPERSEDED SURVEY CONTROL
 RJ0401
 RJ0401  NGVD 29 (??/??/92)  180.295  (m)          591.52   (f) ADJ UNCH    1 0
 RJ0401
 RJ0401.Superseded values are not recommended for survey control.
 RJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0401.See file dsdata.txt to determine how the superseded data were derived.
 RJ0401
 RJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS342029(NAD 83)
 RJ0401_MARKER: DB = BENCH MARK DISK
 RJ0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0401_SP_SET: ABUTMENT
 RJ0401_STAMPING: K 201 1972
 RJ0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0401
 RJ0401  HISTORY     - Date     Condition        Report By
 RJ0401  HISTORY     - 1972     MONUMENTED       NGS
 RJ0401  HISTORY     - 19940727 GOOD             USPSQD
 RJ0401  HISTORY     - 19950815 GOOD             USPSQD
 RJ0401  HISTORY     - 20010331 GOOD             NGS
 RJ0401  HISTORY     - 20030606 GOOD             USPSQD
 RJ0401  HISTORY     - 20060830 GOOD             USPSQD
 RJ0401
 RJ0401                          STATION DESCRIPTION
 RJ0401
 RJ0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0401'9.6 MI E FROM NAUBINWAY.
 RJ0401'ABOUT 9.65 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0401'CHURCH AT NAUBINWAY, ABOUT 11.55 MILES NORTHWEST ALONG U.S.
 RJ0401'HIGHWAY 2 FROM THE TRINITY LUTHERAN CHURCH AT BREVORT, SET
 RJ0401'ON THE TOP OF THE SOUTH END OF THE EAST ABUTMENT FOR A 30 FOOT
 RJ0401'CONCRETE BRIDGE OVER DAVENPORT CREEK, 25 FEET SOUTH OF THE
 RJ0401'CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF THE SOUTHWEST
 RJ0401'CORNER OF THE ABUTMENT AND 2 1/2 FEET BELOW THE LEVEL OF THE
 RJ0401'HIGHWAY.  SECTION 2, T42N, R8W.
 RJ0401
 RJ0401                          STATION RECOVERY (1994)
 RJ0401
 RJ0401'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0401'RECOVERED IN GOOD CONDITION.
 RJ0401
 RJ0401                          STATION RECOVERY (1995)
 RJ0401
 RJ0401'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0401'RECOVERED IN GOOD CONDITION.
 RJ0401
 RJ0401                          STATION RECOVERY (2001)
 RJ0401
 RJ0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0401
 RJ0401                          STATION RECOVERY (2003)
 RJ0401
 RJ0401'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0401'RECOVERED IN GOOD CONDITION.
 RJ0401
 RJ0401                          STATION RECOVERY (2006)
 RJ0401
 RJ0401'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0520 ***********************************************************************
 RJ0520  DESIGNATION -  K 202
 RJ0520  PID         -  RJ0520
 RJ0520  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0520  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0520
 RJ0520                         *CURRENT SURVEY CONTROL
 RJ0520  ___________________________________________________________________
 RJ0520* NAD 83(1986)-  46 06 04.     (N)    085 51 53.     (W)     SCALED    
 RJ0520* NAVD 88     -       230.685  (meters)     756.84   (feet)  ADJUSTED  
 RJ0520  ___________________________________________________________________
 RJ0520  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ0520  DYNAMIC HT  -         230.698 (meters)     756.88  (feet)  COMP
 RJ0520  MODELED GRAV-     980,663.1   (mgal)                       NAVD 88
 RJ0520
 RJ0520  VERT ORDER  -  FIRST     CLASS 0
 RJ0520
 RJ0520.The horizontal coordinates were scaled from a topographic map and have
 RJ0520.an estimated accuracy of +/- 6 seconds.
 RJ0520
 RJ0520.The orthometric height was determined by differential leveling
 RJ0520.and adjusted by the National Geodetic Survey in June 1991..
 RJ0520
 RJ0520.The geoid height was determined by GEOID03.
 RJ0520
 RJ0520.The dynamic height is computed by dividing the NAVD 88
 RJ0520.geopotential number by the normal gravity value computed on the
 RJ0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0520.degrees latitude (g = 980.6199 gals.).
 RJ0520
 RJ0520.The modeled gravity was interpolated from observed gravity values.
 RJ0520
 RJ0520;                    North         East    Units  Estimated Accuracy
 RJ0520;SPC MI N     -   147,090.    8,087,770.      MT  (+/- 180 meters Scaled)
 RJ0520
 RJ0520                          SUPERSEDED SURVEY CONTROL
 RJ0520
 RJ0520  NGVD 29 (??/??/92)  230.721  (m)          756.96   (f) ADJ UNCH    1 0
 RJ0520
 RJ0520.Superseded values are not recommended for survey control.
 RJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0520.See file dsdata.txt to determine how the superseded data were derived.
 RJ0520
 RJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES877059(NAD 83)
 RJ0520_MARKER: DB = BENCH MARK DISK
 RJ0520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0520_SP_SET: 21 FEET
 RJ0520_STAMPING: K 202 1972
 RJ0520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0520+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0520
 RJ0520  HISTORY     - Date     Condition        Report By
 RJ0520  HISTORY     - 1972     MONUMENTED       NGS
 RJ0520  HISTORY     - 20010207 GOOD             MIDT
 RJ0520  HISTORY     - 20040416 GOOD             USPSQD
 RJ0520  HISTORY     - 20060915 GOOD             USPSQD
 RJ0520
 RJ0520                          STATION DESCRIPTION
 RJ0520
 RJ0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0520'8.4 MI W FROM GOULD CITY.
 RJ0520'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0520'OFFICE AT GOULD CITY, THENCE 8.05 MILES WEST ALONG U.S. HIGHWAY
 RJ0520'2, 0.3 MILE WEST-SOUTHWEST OF A LARGE MICROWAVE TOWER ON THE
 RJ0520'NORTH SIDE OF THE HIGHWAY, 73 FEET WEST OF THE EXTENDED CENTER
 RJ0520'LINE OF A PAVED ROAD LEADING NORTH, 130 FEET SOUTHWEST OF THE
 RJ0520'(APPROXIMATE) MACKINAC-SCHOOLCRAFT COUNTY LINE, 99 FEET SOUTHEAST
 RJ0520'OF A LONE 26 INCH TREE ALONG HIGHWAY, 115 FEET SOUTH OF THE
 RJ0520'CENTER LINE OF THE HIGHWAY, 92 FEET WEST OF A CONCRETE
 RJ0520'RIGHT-OF-WAY HIGHWAY MARKER, 0.8 FOOT SOUTH OF A METAL WITNESS
 RJ0520'POST, 1 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK
 RJ0520'ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH
 RJ0520'THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 RJ0520'THAT PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 RJ0520'WAS DRIVEN TO REFUSAL AT A DEPTH OF 21 FEET.  SEC 24, T34N, R13W.
 RJ0520
 RJ0520                          STATION RECOVERY (2001)
 RJ0520
 RJ0520'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RJ0520'RECOVERED IN GOOD CONDITION.
 RJ0520
 RJ0520                          STATION RECOVERY (2004)
 RJ0520
 RJ0520'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0520'RECOVERED IN GOOD CONDITION.
 RJ0520
 RJ0520                          STATION RECOVERY (2006)
 RJ0520
 RJ0520'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0520'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0056 ***********************************************************************
 QL0056  DESIGNATION -  K 203
 QL0056  PID         -  QL0056
 QL0056  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0056  USGS QUAD   -  
 QL0056
 QL0056                         *CURRENT SURVEY CONTROL
 QL0056  ___________________________________________________________________
 QL0056* NAD 83(1986)-  45 57 28.     (N)    086 15 27.     (W)     SCALED    
 QL0056* NAVD 88     -       182.196  (meters)     597.75   (feet)  ADJUSTED  
 QL0056  ___________________________________________________________________
 QL0056  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QL0056  DYNAMIC HT  -         182.200 (meters)     597.77  (feet)  COMP
 QL0056  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 QL0056
 QL0056  VERT ORDER  -  FIRST     CLASS 0
 QL0056
 QL0056.The horizontal coordinates were scaled from a topographic map and have
 QL0056.an estimated accuracy of +/- 6 seconds.
 QL0056
 QL0056.The orthometric height was determined by differential leveling
 QL0056.and adjusted by the National Geodetic Survey in June 1991..
 QL0056
 QL0056.The geoid height was determined by GEOID03.
 QL0056
 QL0056.The dynamic height is computed by dividing the NAVD 88
 QL0056.geopotential number by the normal gravity value computed on the
 QL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0056.degrees latitude (g = 980.6199 gals.).
 QL0056
 QL0056.The modeled gravity was interpolated from observed gravity values.
 QL0056
 QL0056;                    North         East    Units  Estimated Accuracy
 QL0056;SPC MI N     -   130,800.    8,057,560.      MT  (+/- 180 meters Scaled)
 QL0056
 QL0056                          SUPERSEDED SURVEY CONTROL
 QL0056
 QL0056  NGVD 29 (??/??/92)  182.20   (m)          597.8    (f) COMPUTED    1 0
 QL0056
 QL0056.Superseded values are not recommended for survey control.
 QL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0056.See file dsdata.txt to determine how the superseded data were derived.
 QL0056
 QL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER575896(NAD 83)
 QL0056_MARKER: DV = VERTICAL CONTROL DISK
 QL0056_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0056_SP_SET: 25.5 FT
 QL0056_STAMPING: K 203 1972
 QL0056_MARK LOGO: NGS   
 QL0056_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0056
 QL0056  HISTORY     - Date     Condition        Report By
 QL0056  HISTORY     - 1972     MONUMENTED       NGS
 QL0056  HISTORY     - 19960612 GOOD             LOCENG
 QL0056  HISTORY     - 19960612 GOOD             LOCSUR
 QL0056
 QL0056                          STATION DESCRIPTION
 QL0056
 QL0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0056'1.4 MI SW FROM MANISTIQUE.
 QL0056'ABOUT 1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0056'AT MANISTIQUE, 131 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 QL0056'126.3 FEET SOUTH OF THE SOUTH WALL OF THE EDISON SAULT ELECTRIC
 QL0056'CO. OFFICE, 28 FEET NORTH OF THE CENTER LINE OF OTTER STREET,
 QL0056'1.7 FEET SOUTHEAST OF THE SOUTHWEST PIPE CORNER FOR FENCE AROUND
 QL0056'A SUB-STATION, 1 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 QL0056'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH
 QL0056'WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE
 QL0056'THAT IS FLUSH WITH THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 QL0056'DEPTH OF 25 1/2 FEET TO REFUSAL.  SECTION 12, T41N, R16W.
 QL0056
 QL0056                          STATION RECOVERY (1996)
 QL0056
 QL0056'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0056'RECOVERED AS DESCRIBED.
 QL0056
 QL0056                          STATION RECOVERY (1996)
 QL0056
 QL0056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0056'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0109 ***********************************************************************
 QL0109  DESIGNATION -  K 204
 QL0109  PID         -  QL0109
 QL0109  STATE/COUNTY-  MI/DELTA
 QL0109  USGS QUAD   -  ST JACQUES (1985)
 QL0109
 QL0109                         *CURRENT SURVEY CONTROL
 QL0109  ___________________________________________________________________
 QL0109* NAD 83(1986)-  45 53 44.     (N)    086 44 45.     (W)     SCALED    
 QL0109* NAVD 88     -       200.104  (meters)     656.51   (feet)  ADJUSTED  
 QL0109  ___________________________________________________________________
 QL0109  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0109  DYNAMIC HT  -         200.104 (meters)     656.51  (feet)  COMP
 QL0109  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 QL0109
 QL0109  VERT ORDER  -  FIRST     CLASS 0
 QL0109
 QL0109.The horizontal coordinates were scaled from a topographic map and have
 QL0109.an estimated accuracy of +/- 6 seconds.
 QL0109
 QL0109.The orthometric height was determined by differential leveling
 QL0109.and adjusted by the National Geodetic Survey in June 1991..
 QL0109
 QL0109.The geoid height was determined by GEOID03.
 QL0109
 QL0109.The dynamic height is computed by dividing the NAVD 88
 QL0109.geopotential number by the normal gravity value computed on the
 QL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0109.degrees latitude (g = 980.6199 gals.).
 QL0109
 QL0109.The modeled gravity was interpolated from observed gravity values.
 QL0109
 QL0109;                    North         East    Units  Estimated Accuracy
 QL0109;SPC MI N     -   123,650.    8,019,720.      MT  (+/- 180 meters Scaled)
 QL0109
 QL0109                          SUPERSEDED SURVEY CONTROL
 QL0109
 QL0109  NGVD 29 (??/??/92)  200.10   (m)          656.5    (f) COMPUTED    1 0
 QL0109
 QL0109.Superseded values are not recommended for survey control.
 QL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0109.See file dsdata.txt to determine how the superseded data were derived.
 QL0109
 QL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER197824(NAD 83)
 QL0109_MARKER: DB = BENCH MARK DISK
 QL0109_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0109_SP_SET: 24 FT
 QL0109_STAMPING: K 204 1972
 QL0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0109+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0109
 QL0109  HISTORY     - Date     Condition        Report By
 QL0109  HISTORY     - 1972     MONUMENTED       NGS
 QL0109  HISTORY     - 20020311 GOOD             MIDT
 QL0109  HISTORY     - 20060918 GOOD             USPSQD
 QL0109
 QL0109                          STATION DESCRIPTION
 QL0109
 QL0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0109'11.8 MI E FROM RAPID RIVER.
 QL0109'ABOUT 11.8 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 QL0109'OF MAIN STREET AT RAPID RIVER, AT THE CREST OF A HILL, ABOUT
 QL0109'0.1 MILE WEST OF THE JUNCTION OF COUNTY ROAD 499, 175 1/2 FEET
 QL0109'NORTHWEST OF THE NORTHWEST CORNER OF A CITGO SERVICE STATION,
 QL0109'49 FEET SOUTH OF THE CENTER LINE OF THE PRESENT U.S. HIGHWAY 2,
 QL0109'150 FEET SOUTH OF THE CENTER LINE OF THE NEW HIGHWAY (UNDER
 QL0109'CONSTRUCTION), 3 1/2 FEET WEST OF A POWER LINE POLE BRACED BY
 QL0109'3 GUY WIRES, ABOUT 15 FEET ABOVE THE LEVEL OF THE NEW HIGHWAY,
 QL0109'0.6 FOOT EAST OF A METAL WITNESS POST, AND IS A DISK ON THE TOP
 QL0109'OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE GROUND AND
 QL0109'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 3 INCHES ABOVE THE
 QL0109'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 QL0109'SECTION 3, T 40 N, R 20 W.
 QL0109
 QL0109                          STATION RECOVERY (2002)
 QL0109
 QL0109'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0109'NOTE-PIPE IS NOW 3-INCHES BELOW LEVEL WITH THE GROUND AND SURVEY DISK
 QL0109'IS 2-INCHES BELOW LEVEL WITH TOP OF PIPE.
 QL0109
 QL0109                          STATION RECOVERY (2006)
 QL0109
 QL0109'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0188 ***********************************************************************
 QL0188  DESIGNATION -  K 205
 QL0188  PID         -  QL0188
 QL0188  STATE/COUNTY-  MI/DELTA
 QL0188  USGS QUAD   -  GLADSTONE (1985)
 QL0188
 QL0188                         *CURRENT SURVEY CONTROL
 QL0188  ___________________________________________________________________
 QL0188* NAD 83(1986)-  45 52 15.     (N)    087 00 30.     (W)     SCALED    
 QL0188* NAVD 88     -       179.561  (meters)     589.11   (feet)  ADJUSTED  
 QL0188  ___________________________________________________________________
 QL0188  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 QL0188  DYNAMIC HT  -         179.563 (meters)     589.12  (feet)  COMP
 QL0188  MODELED GRAV-     980,620.7   (mgal)                       NAVD 88
 QL0188
 QL0188  VERT ORDER  -  FIRST     CLASS 0
 QL0188
 QL0188.The horizontal coordinates were scaled from a topographic map and have
 QL0188.an estimated accuracy of +/- 6 seconds.
 QL0188
 QL0188.The orthometric height was determined by differential leveling
 QL0188.and adjusted by the National Geodetic Survey in June 1991..
 QL0188
 QL0188.The geoid height was determined by GEOID03.
 QL0188
 QL0188.The dynamic height is computed by dividing the NAVD 88
 QL0188.geopotential number by the normal gravity value computed on the
 QL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0188.degrees latitude (g = 980.6199 gals.).
 QL0188
 QL0188.The modeled gravity was interpolated from observed gravity values.
 QL0188
 QL0188;                    North         East    Units  Estimated Accuracy
 QL0188;SPC MI N     -   120,870.    7,999,350.      MT  (+/- 180 meters Scaled)
 QL0188
 QL0188                          SUPERSEDED SURVEY CONTROL
 QL0188
 QL0188.No superseded survey control is available for this station.
 QL0188
 QL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR993796(NAD 83)
 QL0188_MARKER: DB = BENCH MARK DISK
 QL0188_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0188_SP_SET: 27 FT
 QL0188_STAMPING: K 205 1972
 QL0188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0188+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2005
 QL0188
 QL0188  HISTORY     - Date     Condition        Report By
 QL0188  HISTORY     - 1972     MONUMENTED       NGS
 QL0188  HISTORY     - 1975     GOOD             NOS
 QL0188  HISTORY     - 20020713 MARK NOT FOUND   USPSQD
 QL0188  HISTORY     - 20050405 GOOD             WILCOX
 QL0188
 QL0188                          STATION DESCRIPTION
 QL0188
 QL0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0188'2.4 MI NE FROM GLADSTONE.
 QL0188'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNESOTA, ST PAUL AND
 QL0188'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0188'1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2, AT THE SMALL
 QL0188'COMMUNITY OF KIPLING, 0.2 MILE NORTHEAST OF MACKIES STORE AND
 QL0188'SERVICE STATION, ON THE PROPERTY OF THE KIPLING SCHOOL, AT THE
 QL0188'JUNCTION OF COUNTY ROAD F 1 S, 48.5 FEET NORTHWEST OF THE CENTER
 QL0188'OF THE JUNCTION OF THE HIGHWAY AND THE COUNTY ROAD, 61.8 FEET
 QL0188'SOUTH OF THE SOUTH CORNER OF A NEW CONCRETE TENNIS COURT, 30 1/2
 QL0188'FEET NORTH OF A POWER LINE POLE BEARING A STREET LIGHT, 15 FEET
 QL0188'NORTHWEST OF A 26 INCH ELM TREE, 1.5 FEET NORTHEAST OF A CHAIN
 QL0188'LINK FENCE, 1.7 FEET NORTH OF A PIPE FENCE POST AT THE SOUTHEAST
 QL0188'END OF A FENCE, AND IS A DISK ON THE TOP OF A COPPER COATED
 QL0188'STEEL ROD THAT IS 2 INCHES BELOW THE LEVEL OF THE GROUND AND
 QL0188'ENCASED IN A 6 INCH METAL PIPE THAT IS FLUSH WITH THE LEVEL OF
 QL0188'THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 27 FEET.
 QL0188'SECTION 10, T 40 N, R 22 W.
 QL0188
 QL0188                          STATION RECOVERY (1975)
 QL0188
 QL0188'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 QL0188'1.25 MILES NORTHEAST ALONG THE SOO LINE RAILROAD FROM THE STATION AT
 QL0188'GLADSTONE, THEN 1.2 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2, OR 0.2
 QL0188'MILE NORTHEAST OF STRANDS GROCERY STORE ALONG OLD U.S. HIGHWAY 2, ON
 QL0188'KIPLING SCHOOL PROPERTY, AT THE T INTERSECTION OF OLD U.S. HIGHWAY 2
 QL0188'AND CO. RD. F I S, 61.8 FT. SOUTH OF THE SOUTH CORNER OF A CONCRETE
 QL0188'BASKETBALL COUTR, 48.5 FT. NORTHWEST OF THE JUNCTION OF CENTERLINES
 QL0188'OF OLD U.S. HIGHWAY 2 AND CO. RD. F I S, 30.5 FT. NORTH OF A UTILITY
 QL0188'POLE, 15.0 FT. NORTHWEST OF A 26 INCH ELM, 1.7 FT. NORTH OF A PIPE
 QL0188'FENCE POST AND 1.5 FT. NORTHEAST OF A CHAIN LINK FENCE.
 QL0188
 QL0188                          STATION RECOVERY (2002)
 QL0188
 QL0188'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0188'MARK NOT FOUND.
 QL0188
 QL0188                          STATION RECOVERY (2005)
 QL0188
 QL0188'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2005 (BJB)
 QL0188'MONUMENT FOUND AS DESCRIBED IN 1972.  ON KIPLING TOWN HALL PROPERTY,
 QL0188'62 FT. SOUTHEAST OF SOUTHEAST COR. OF B-BALL COURT, 48 FT. NORTHWEST
 QL0188'OF CL/CL INT. OF OLD US-2 AND CR- F I S, 30.9 FT. NORTHWEST OF A
 QL0188'P.POLE W/LIGHT, 37 FT. SOUTH TO THE NORTHEAST COR. OF HSE NO. 8997,
 QL0188'55.7 FT. NORTHEAST OF NORTHWEST COR. OF HSE NO. 8997.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0500 ***********************************************************************
 RJ0500  DESIGNATION -  K 206
 RJ0500  PID         -  RJ0500
 RJ0500  STATE/COUNTY-  MI/MACKINAC
 RJ0500  USGS QUAD   -  GOULD CITY (1973)
 RJ0500
 RJ0500                         *CURRENT SURVEY CONTROL
 RJ0500  ___________________________________________________________________
 RJ0500* NAD 83(1986)-  46 06 04.     (N)    085 39 10.     (W)     SCALED    
 RJ0500* NAVD 88     -       213.792  (meters)     701.42   (feet)  ADJUSTED  
 RJ0500  ___________________________________________________________________
 RJ0500  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0500  DYNAMIC HT  -         213.804 (meters)     701.46  (feet)  COMP
 RJ0500  MODELED GRAV-     980,663.2   (mgal)                       NAVD 88
 RJ0500
 RJ0500  VERT ORDER  -  FIRST     CLASS 0
 RJ0500
 RJ0500.The horizontal coordinates were scaled from a topographic map and have
 RJ0500.an estimated accuracy of +/- 6 seconds.
 RJ0500
 RJ0500.The orthometric height was determined by differential leveling
 RJ0500.and adjusted by the National Geodetic Survey in June 1991..
 RJ0500
 RJ0500.The geoid height was determined by GEOID03.
 RJ0500
 RJ0500.The dynamic height is computed by dividing the NAVD 88
 RJ0500.geopotential number by the normal gravity value computed on the
 RJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0500.degrees latitude (g = 980.6199 gals.).
 RJ0500
 RJ0500.The modeled gravity was interpolated from observed gravity values.
 RJ0500
 RJ0500;                    North         East    Units  Estimated Accuracy
 RJ0500;SPC MI N     -   147,350.    8,104,160.      MT  (+/- 180 meters Scaled)
 RJ0500
 RJ0500                          SUPERSEDED SURVEY CONTROL
 RJ0500
 RJ0500  NGVD 29 (??/??/92)  213.77   (m)          701.3    (f) COMPUTED    1 0
 RJ0500
 RJ0500.Superseded values are not recommended for survey control.
 RJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0500.See file dsdata.txt to determine how the superseded data were derived.
 RJ0500
 RJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS041061(NAD 83)
 RJ0500_MARKER: DB = BENCH MARK DISK
 RJ0500_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0500_SP_SET: 5.8 FEET
 RJ0500_STAMPING: K 206 1972
 RJ0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0500+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0500
 RJ0500  HISTORY     - Date     Condition        Report By
 RJ0500  HISTORY     - 1972     MONUMENTED       NGS
 RJ0500  HISTORY     - 19940727 GOOD             USPSQD
 RJ0500  HISTORY     - 19950816 GOOD             USPSQD
 RJ0500  HISTORY     - 20010331 GOOD             NGS
 RJ0500  HISTORY     - 20021030 GOOD             MIDT
 RJ0500  HISTORY     - 20021111 GOOD             USPSQD
 RJ0500  HISTORY     - 20040416 GOOD             USPSQD
 RJ0500  HISTORY     - 20060915 GOOD             USPSQD
 RJ0500
 RJ0500                          STATION DESCRIPTION
 RJ0500
 RJ0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0500'2.6 MI E FROM GOULD CITY.
 RJ0500'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0500'OFFICE AT GOULD CITY, THENCE 2.3 MILES EAST ALONG U.S. HIGHWAY
 RJ0500'2, ABOUT 1.0 MILE EAST OF THE HIGHWAY OVERPASS OVER THE
 RJ0500'MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 86 FEET
 RJ0500'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET SOUTHEAST
 RJ0500'OF THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER THE HIGHWAY,
 RJ0500'4 FEET NORTH OF POWER POLE NY 2, 202.85, 1.3 FEET EAST OF A
 RJ0500'METAL WITNESS POST, 6 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 RJ0500'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 RJ0500'ENCASED IN A 4 INCH METAL PIPE THAT PROJECTS 5 INCHES ABOVE THE
 RJ0500'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH
 RJ0500'OF 5.8 FEET.
 RJ0500
 RJ0500                          STATION RECOVERY (1994)
 RJ0500
 RJ0500'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0500'RECOVERED IN GOOD CONDITION.
 RJ0500
 RJ0500                          STATION RECOVERY (1995)
 RJ0500
 RJ0500'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0500'RECOVERED IN GOOD CONDITION.
 RJ0500
 RJ0500                          STATION RECOVERY (2001)
 RJ0500
 RJ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0500'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0500
 RJ0500                          STATION RECOVERY (2002)
 RJ0500
 RJ0500'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0500'RECOVERED AS DESCRIBED
 RJ0500
 RJ0500                          STATION RECOVERY (2002)
 RJ0500
 RJ0500'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0500'RECOVERED IN GOOD CONDITION.
 RJ0500
 RJ0500                          STATION RECOVERY (2004)
 RJ0500
 RJ0500'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0500'RECOVERED IN GOOD CONDITION.
 RJ0500
 RJ0500                          STATION RECOVERY (2006)
 RJ0500
 RJ0500'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0239 ***********************************************************************
 QL0239  DESIGNATION -  K 207
 QL0239  PID         -  QL0239
 QL0239  STATE/COUNTY-  MI/MENOMINEE
 QL0239  USGS QUAD   -  SEAGULL POINT (1989)
 QL0239
 QL0239                         *CURRENT SURVEY CONTROL
 QL0239  ___________________________________________________________________
 QL0239* NAD 83(1986)-  45 32 32.     (N)    087 16 34.     (W)     SCALED    
 QL0239* NAVD 88     -       184.450  (meters)     605.15   (feet)  ADJUSTED  
 QL0239  ___________________________________________________________________
 QL0239  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 QL0239  DYNAMIC HT  -         184.443 (meters)     605.13  (feet)  COMP
 QL0239  MODELED GRAV-     980,575.5   (mgal)                       NAVD 88
 QL0239
 QL0239  VERT ORDER  -  FIRST     CLASS 0
 QL0239
 QL0239.The horizontal coordinates were scaled from a topographic map and have
 QL0239.an estimated accuracy of +/- 6 seconds.
 QL0239
 QL0239.The orthometric height was determined by differential leveling
 QL0239.and adjusted by the National Geodetic Survey in June 1991..
 QL0239
 QL0239.The geoid height was determined by GEOID03.
 QL0239
 QL0239.The dynamic height is computed by dividing the NAVD 88
 QL0239.geopotential number by the normal gravity value computed on the
 QL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0239.degrees latitude (g = 980.6199 gals.).
 QL0239
 QL0239.The modeled gravity was interpolated from observed gravity values.
 QL0239
 QL0239;                    North         East    Units  Estimated Accuracy
 QL0239;SPC MI N     -    84,390.    7,978,440.      MT  (+/- 180 meters Scaled)
 QL0239
 QL0239                          SUPERSEDED SURVEY CONTROL
 QL0239
 QL0239.No superseded survey control is available for this station.
 QL0239
 QL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR784432(NAD 83)
 QL0239_MARKER: DB = BENCH MARK DISK
 QL0239_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0239_SP_SET: 11.5 FT
 QL0239_STAMPING: K 207 1972
 QL0239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0239
 QL0239  HISTORY     - Date     Condition        Report By
 QL0239  HISTORY     - 1972     MONUMENTED       NGS
 QL0239  HISTORY     - 1990     GOOD             USPSQD
 QL0239  HISTORY     - 19910425 GOOD             USPSQD
 QL0239  HISTORY     - 20011023 MARK NOT FOUND   USPSQD
 QL0239
 QL0239                          STATION DESCRIPTION
 QL0239
 QL0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0239'10.4 MI NE FROM CEDAR RIVER.
 QL0239'ABOUT 10.35 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0239'POST OFFICE AT MENOMINEE, ABOUT 0.6 MILE SOUTHWEST OF THE
 QL0239'DELTA-MENOMINEE COUNTY LINE, ABOUT 0.2 MILE NORTHEAST OF A
 QL0239'60-INCH PIPE CULVERT UNDER THE HIGHWAY FOR OLSON CREEK, 109
 QL0239'FEET SOUTHWEST OF THE NORTHWEST END OF A 24 INCH PIPE CULVERT
 QL0239'UNDER THE HIGHWAY, 50 1/2 FEET NORTHWEST OF THE CENTER LINE OF
 QL0239'THE HIGHWAY, 56 FEET NORTHEAST OF THE CENTER LINE OF A NOW
 QL0239'ABANDONED ROAD, 1.1 FEET SOUTHWEST OF A METAL WITNESS POST,
 QL0239'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP
 QL0239'OF A COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL
 QL0239'PIPE THAT PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE
 QL0239'ROD WAS DRIVEN TO A DEPTH OF 11 1/2 FEET TO REFUSAL.  SECTION
 QL0239'4, T36N, R24W.
 QL0239
 QL0239                          STATION RECOVERY (1990)
 QL0239
 QL0239'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0239'RECOVERED IN GOOD CONDITION.
 QL0239
 QL0239                          STATION RECOVERY (1991)
 QL0239
 QL0239'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0239'RECOVERED IN GOOD CONDITION.
 QL0239
 QL0239                          STATION RECOVERY (2001)
 QL0239
 QL0239'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 QL0239'PRESUMED COVERED WITH FILL DURING CONSTRUCTION OF A HWY PASSING LANE
 QL0239'IN 2000.  NOTE THAT K 207 IS LOCATED AT 10.35 MILES NORTHEASTERLY
 QL0239'ALONG ST HWY M-35 FROM THE POSTOFFICE AT CEDAR RIVER, MI AND NOT FROM
 QL0239'THE POSTOFFICE AT MENOMINEE, MI AS DESCRIBED PREVIOUSLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0330 ***********************************************************************
 QL0330  DESIGNATION -  K 208
 QL0330  PID         -  QL0330
 QL0330  STATE/COUNTY-  MI/MENOMINEE
 QL0330  USGS QUAD   -  BIRCH CREEK (1976)
 QL0330
 QL0330                         *CURRENT SURVEY CONTROL
 QL0330  ___________________________________________________________________
 QL0330* NAD 83(1986)-  45 09 40.     (N)    087 35 25.     (W)     SCALED    
 QL0330* NAVD 88     -       177.972  (meters)     583.90   (feet)  ADJUSTED  
 QL0330  ___________________________________________________________________
 QL0330  GEOID HEIGHT-         -36.99  (meters)                     GEOID03
 QL0330  DYNAMIC HT  -         177.955 (meters)     583.84  (feet)  COMP
 QL0330  MODELED GRAV-     980,517.6   (mgal)                       NAVD 88
 QL0330
 QL0330  VERT ORDER  -  FIRST     CLASS 0
 QL0330
 QL0330.The horizontal coordinates were scaled from a topographic map and have
 QL0330.an estimated accuracy of +/- 6 seconds.
 QL0330
 QL0330.The orthometric height was determined by differential leveling
 QL0330.and adjusted by the National Geodetic Survey in June 1991..
 QL0330
 QL0330.The geoid height was determined by GEOID03.
 QL0330
 QL0330.The dynamic height is computed by dividing the NAVD 88
 QL0330.geopotential number by the normal gravity value computed on the
 QL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0330.degrees latitude (g = 980.6199 gals.).
 QL0330
 QL0330.The modeled gravity was interpolated from observed gravity values.
 QL0330
 QL0330;                    North         East    Units  Estimated Accuracy
 QL0330;SPC MI N     -    42,160.    7,953,590.      MT  (+/- 180 meters Scaled)
 QL0330
 QL0330                          SUPERSEDED SURVEY CONTROL
 QL0330
 QL0330  NGVD 29 (??/??/92)  177.93   (m)          583.8    (f) COMPUTED    1 0
 QL0330
 QL0330.Superseded values are not recommended for survey control.
 QL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0330.See file dsdata.txt to determine how the superseded data were derived.
 QL0330
 QL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR536010(NAD 83)
 QL0330_MARKER: DV = VERTICAL CONTROL DISK
 QL0330_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0330_SP_SET: 11 FEET
 QL0330_STAMPING: K 208 1972
 QL0330_MARK LOGO: NGS   
 QL0330_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0330_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0330+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 QL0330
 QL0330  HISTORY     - Date     Condition        Report By
 QL0330  HISTORY     - 1972     MONUMENTED       NGS
 QL0330  HISTORY     - 19940426 GOOD             MIDT
 QL0330  HISTORY     - 20020601 GOOD             USPSQD
 QL0330  HISTORY     - 20040817 GOOD             WILCOX
 QL0330  HISTORY     - 20060409 GOOD             USPSQD
 QL0330
 QL0330                          STATION DESCRIPTION
 QL0330
 QL0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0330'2.3 MI NE FROM MENOMINEE.
 QL0330'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0330'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.2 MILE
 QL0330'NORTHEAST OF THE JUNCTION OF EVERGREEN ROAD, AT THE JUNCTION OF
 QL0330'A BLACK TOP ROAD LEADING EAST TO THE RESIDENCE TO MR C.E.
 QL0330'JOHNSON, 61 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 QL0330'41 1/2 FEET NORTHEAST OF THE NORTH END OF A 12 INCH PIPE
 QL0330'CULVERT UNDER THE ROAD, 29 1/2 FEET NORTH OF THE CENTER LINE
 QL0330'OF THE ROAD, 2 FEET NORTH OF POWER POLE NO. 3227-13L54-, IN LINE
 QL0330'WITH A ROW OF POLES, 0.6 FOOT WEST OF A METAL WITNESS POST,
 QL0330'ABOUT LEVEL WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0330'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 QL0330'THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QL0330'WAS DRIVEN TO REFUSAL AT A DEPTH OF 11 FEET.  SECTION 13, T 32 N,
 QL0330'R 27 W.
 QL0330
 QL0330                          STATION RECOVERY (1994)
 QL0330
 QL0330'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0330'RECOVERED AS DESCRIBED.
 QL0330
 QL0330                          STATION RECOVERY (2002)
 QL0330
 QL0330'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWB)
 QL0330'RECOVERED IN GOOD CONDITION.
 QL0330
 QL0330                          STATION RECOVERY (2004)
 QL0330
 QL0330'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2004 (SMV)
 QL0330'RECOVERED IN GOOD CONDITION.
 QL0330
 QL0330                          STATION RECOVERY (2006)
 QL0330
 QL0330'RECOVERY NOTE BY US POWER SQUADRON 2006
 QL0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0474 ***********************************************************************
 NE0474  DESIGNATION -  K 21
 NE0474  PID         -  NE0474
 NE0474  STATE/COUNTY-  MI/WAYNE
 NE0474  USGS QUAD   -  WAYNE (1980)
 NE0474
 NE0474                         *CURRENT SURVEY CONTROL
 NE0474  ___________________________________________________________________
 NE0474* NAD 83(1986)-  42 16 44.     (N)    083 22 46.     (W)     SCALED    
 NE0474* NAVD 88     -       200.315  (meters)     657.20   (feet)  ADJUSTED  
 NE0474  ___________________________________________________________________
 NE0474  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 NE0474  DYNAMIC HT  -         200.255 (meters)     657.00  (feet)  COMP
 NE0474  MODELED GRAV-     980,316.0   (mgal)                       NAVD 88
 NE0474
 NE0474  VERT ORDER  -  FIRST     CLASS II
 NE0474
 NE0474.The horizontal coordinates were scaled from a topographic map and have
 NE0474.an estimated accuracy of +/- 6 seconds.
 NE0474
 NE0474.The orthometric height was determined by differential leveling
 NE0474.and adjusted by the National Geodetic Survey in June 1991..
 NE0474
 NE0474.The geoid height was determined by GEOID03.
 NE0474
 NE0474.The dynamic height is computed by dividing the NAVD 88
 NE0474.geopotential number by the normal gravity value computed on the
 NE0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0474.degrees latitude (g = 980.6199 gals.).
 NE0474
 NE0474.The modeled gravity was interpolated from observed gravity values.
 NE0474
 NE0474;                    North         East    Units  Estimated Accuracy
 NE0474;SPC MI S     -    87,000.    4,081,430.      MT  (+/- 180 meters Scaled)
 NE0474
 NE0474                          SUPERSEDED SURVEY CONTROL
 NE0474
 NE0474  NGVD 29 (??/??/92)  200.450  (m)          657.64   (f) ADJ UNCH    1 2
 NE0474
 NE0474.Superseded values are not recommended for survey control.
 NE0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0474.See file dsdata.txt to determine how the superseded data were derived.
 NE0474
 NE0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG037834(NAD 83)
 NE0474_MARKER: DB = BENCH MARK DISK
 NE0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0474_STAMPING: ELEV 657.643 FT K 21 1916
 NE0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0474+STABILITY: SURFACE MOTION
 NE0474
 NE0474  HISTORY     - Date     Condition        Report By
 NE0474  HISTORY     - 1916     MONUMENTED       CGS
 NE0474  HISTORY     - 1960     GOOD             NGS
 NE0474  HISTORY     - 1985     MARK NOT FOUND   NGS
 NE0474  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0474
 NE0474                          STATION DESCRIPTION
 NE0474
 NE0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 NE0474'AT WAYNE.
 NE0474'AT WAYNE, 0.3 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD
 NE0474'FROM THE STATION AT WAYNE.  IN THE SOUTHEAST CORNER OF THE
 NE0474'INTERSECTION OF THE RAILROAD AND THIRD STREET.  31.5 FEET SOUTH
 NE0474'OF THE SOUTH RAIL, 15.7 FEET EAST OF THE EAST EDGE OF THE
 NE0474'SIDEWALK ON THE EAST SIDE OF THIRD STREET AND ABOUT 3 FEET
 NE0474'LOWER THAN THE RAILROAD.  SET IN THE TOP OF A CONCRETE POST
 NE0474'AND PROJECTING ABOUT 3 INCHES.
 NE0474
 NE0474                          STATION RECOVERY (1985)
 NE0474
 NE0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NE0474'MARK NOT FOUND.
 NE0474
 NE0474                          STATION RECOVERY (1989)
 NE0474
 NE0474'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0855 ***********************************************************************
 NE0855  DESIGNATION -  K 234
 NE0855  PID         -  NE0855
 NE0855  STATE/COUNTY-  MI/WAYNE
 NE0855  USGS QUAD   -  ROCKWOOD (1981)
 NE0855
 NE0855                         *CURRENT SURVEY CONTROL
 NE0855  ___________________________________________________________________
 NE0855* NAD 83(1986)-  42 03 11.     (N)    083 12 44.     (W)     SCALED    
 NE0855* NAVD 88     -       175.913  (meters)     577.14   (feet)  ADJUSTED  
 NE0855  ___________________________________________________________________
 NE0855  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 NE0855  DYNAMIC HT  -         175.853 (meters)     576.94  (feet)  COMP
 NE0855  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NE0855
 NE0855  VERT ORDER  -  FIRST     CLASS II
 NE0855
 NE0855.The horizontal coordinates were scaled from a topographic map and have
 NE0855.an estimated accuracy of +/- 6 seconds.
 NE0855
 NE0855.The orthometric height was determined by differential leveling
 NE0855.and adjusted by the National Geodetic Survey in June 1991..
 NE0855
 NE0855.The geoid height was determined by GEOID03.
 NE0855
 NE0855.The dynamic height is computed by dividing the NAVD 88
 NE0855.geopotential number by the normal gravity value computed on the
 NE0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0855.degrees latitude (g = 980.6199 gals.).
 NE0855
 NE0855.The modeled gravity was interpolated from observed gravity values.
 NE0855
 NE0855;                    North         East    Units  Estimated Accuracy
 NE0855;SPC MI S     -    62,090.    4,095,570.      MT  (+/- 180 meters Scaled)
 NE0855
 NE0855                          SUPERSEDED SURVEY CONTROL
 NE0855
 NE0855  NGVD 29 (??/??/??)  176.085  (m)          577.71   (f) ADJUSTED    1 2
 NE0855
 NE0855.Superseded values are not recommended for survey control.
 NE0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0855.See file dsdata.txt to determine how the superseded data were derived.
 NE0855
 NE0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG169580(NAD 83)
 NE0855_MARKER: I = METAL ROD
 NE0855_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0855_SP_SET: STAINLESS STEEL ROD
 NE0855_STAMPING: K 234 1980
 NE0855_PROJECTION: RECESSED 8 CENTIMETERS
 NE0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0855_ROD/PIPE-DEPTH: 3.7  meters
 NE0855
 NE0855  HISTORY     - Date     Condition        Report By
 NE0855  HISTORY     - 1980     MONUMENTED       NGS
 NE0855  HISTORY     - 1983     GOOD             USPSQD
 NE0855
 NE0855                          STATION DESCRIPTION
 NE0855
 NE0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0855'IN EAST ROCKWOOD.
 NE0855'AT THE JUNCTION OF LEE STREET AND JEFFERSON AVENUE, AT THE NORTH-
 NE0855'WEST CORNER OF THE MOOSE LODGE, 24.688 METERS (81 FEET) EAST OF
 NE0855'THE CENTER LINE OF THE HIGHWAY, 20.634 METERS (67.7 FEET) SOUTH
 NE0855'OF THE CENTER LINE OF LEE STREET, 1.188 METERS (3.9 FEET) NORTH-
 NE0855'EAST OF THE NORTHWEST CORNER OF THE LODGE.
 NE0855'THE MARK IS ABOVE LEVEL WITH HIGHWAY..
 NE0855
 NE0855                          STATION RECOVERY (1983)
 NE0855
 NE0855'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0900 ***********************************************************************
 NE0900  DESIGNATION -  K 235
 NE0900  PID         -  NE0900
 NE0900  STATE/COUNTY-  MI/MACOMB
 NE0900  USGS QUAD   -  GROSSE POINTE (1983)
 NE0900
 NE0900                         *CURRENT SURVEY CONTROL
 NE0900  ___________________________________________________________________
 NE0900* NAD 83(1986)-  42 29 36.     (N)    082 53 23.     (W)     SCALED    
 NE0900* NAVD 88     -       177.080  (meters)     580.97   (feet)  ADJUSTED  
 NE0900  ___________________________________________________________________
 NE0900  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 NE0900  DYNAMIC HT  -         177.030 (meters)     580.81  (feet)  COMP
 NE0900  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 NE0900
 NE0900  VERT ORDER  -  FIRST     CLASS II
 NE0900
 NE0900.The horizontal coordinates were scaled from a topographic map and have
 NE0900.an estimated accuracy of +/- 6 seconds.
 NE0900
 NE0900.The orthometric height was determined by differential leveling
 NE0900.and adjusted by the National Geodetic Survey in June 1991..
 NE0900
 NE0900.The geoid height was determined by GEOID03.
 NE0900
 NE0900.The dynamic height is computed by dividing the NAVD 88
 NE0900.geopotential number by the normal gravity value computed on the
 NE0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0900.degrees latitude (g = 980.6199 gals.).
 NE0900
 NE0900.The modeled gravity was interpolated from observed gravity values.
 NE0900
 NE0900;                    North         East    Units  Estimated Accuracy
 NE0900;SPC MI S     -   111,400.    4,121,400.      MT  (+/- 180 meters Scaled)
 NE0900
 NE0900                          SUPERSEDED SURVEY CONTROL
 NE0900
 NE0900  NGVD 29 (??/??/??)  177.220  (m)          581.43   (f) ADJUSTED    1 2
 NE0900
 NE0900.Superseded values are not recommended for survey control.
 NE0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0900.See file dsdata.txt to determine how the superseded data were derived.
 NE0900
 NE0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH447062(NAD 83)
 NE0900_MARKER: I = METAL ROD
 NE0900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0900_SP_SET: STAINLESS STEEL ROD
 NE0900_STAMPING: K 235 1980
 NE0900_PROJECTION: RECESSED 8 CENTIMETERS
 NE0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0900+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2006
 NE0900_ROD/PIPE-DEPTH: 6.1  meters
 NE0900
 NE0900  HISTORY     - Date     Condition        Report By
 NE0900  HISTORY     - 1980     MONUMENTED       NGS
 NE0900  HISTORY     - 19990621 GOOD             USPSQD
 NE0900  HISTORY     - 20060815 GOOD             SPALD
 NE0900
 NE0900                          STATION DESCRIPTION
 NE0900
 NE0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0900'IN ST CLAIR SHORES.
 NE0900'IN SAINT CLAIR SHORES, AT THE JUNCTION OF JEFFERSON AVENUE
 NE0900'AND ARDMORE PARK DRIVE, 10.15 METERS (33.2 FEET)EAST OF THE NORTH-
 NE0900'EAST CORNER OF A 15-FOOT CHAIN LINK FENCE AROUND A PRIVATE TENNIS
 NE0900'COURT, 5.8 METERS (19.0 FEET) SOUTH OF THE SOUTH CURB OF ARDMORE
 NE0900'PARK DRIVE, 2.75 METERS (9.0 FEET) WEST OF THE WEST CURB OF JEFFERSON
 NE0900'AVENUE, 1.8 METERS (5.9 FEET) SOUTH OF THE SOUTH EDGE OF THE SIDE-
 NE0900'WALK PARALLEING ARDMORE PARK DRIVE,0.5 METER (1.6 FEET) SOUTH
 NE0900'OF A POWER POLE WITH STREET LAMP.
 NE0900'THE MARK IS 0.18 M ABOVE SIDEWALK.
 NE0900
 NE0900                          STATION RECOVERY (1999)
 NE0900
 NE0900'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0900'RECOVERED IN GOOD CONDITION.
 NE0900
 NE0900                          STATION RECOVERY (2006)
 NE0900
 NE0900'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0900'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 NE0900'JEFFERSON AVENUE AND ARDMORE PARK DRIVE.  33.2 FEET EAST OF THE
 NE0900'NORTHEAST CORNER OF A FENCE AROUND A TENNIS COURT, 12.5 FEET SOUTH OF
 NE0900'THE SOUTH CURB OF ARDMORE PARK DRIVE, 8.6 FEET WEST OF THE WEST CURB
 NE0900'OF JEFFERSON AVENUE, AND 1.6 FEET SOUTH OF A UTILITY POLE.
 NE0900'STATE PLANE COORDINATES (MICHIGAN SOUTH ZONE)
 NE0900'N   364502.63
 NE0900'E 13521759.35
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0922 ***********************************************************************
 NE0922  DESIGNATION -  K 236
 NE0922  PID         -  NE0922
 NE0922  STATE/COUNTY-  MI/ST CLAIR
 NE0922  USGS QUAD   -  MARINE CITY (1968)
 NE0922
 NE0922                         *CURRENT SURVEY CONTROL
 NE0922  ___________________________________________________________________
 NE0922* NAD 83(1986)-  42 39 34.     (N)    082 37 17.     (W)     SCALED    
 NE0922* NAVD 88     -       176.161  (meters)     577.95   (feet)  ADJUSTED  
 NE0922  ___________________________________________________________________
 NE0922  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 NE0922  DYNAMIC HT  -         176.112 (meters)     577.79  (feet)  COMP
 NE0922  MODELED GRAV-     980,339.5   (mgal)                       NAVD 88
 NE0922
 NE0922  VERT ORDER  -  FIRST     CLASS II
 NE0922
 NE0922.The horizontal coordinates were scaled from a topographic map and have
 NE0922.an estimated accuracy of +/- 6 seconds.
 NE0922
 NE0922.The orthometric height was determined by differential leveling
 NE0922.and adjusted by the National Geodetic Survey in June 1991..
 NE0922
 NE0922.The geoid height was determined by GEOID03.
 NE0922
 NE0922.The dynamic height is computed by dividing the NAVD 88
 NE0922.geopotential number by the normal gravity value computed on the
 NE0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0922.degrees latitude (g = 980.6199 gals.).
 NE0922
 NE0922.The modeled gravity was interpolated from observed gravity values.
 NE0922
 NE0922;                    North         East    Units  Estimated Accuracy
 NE0922;SPC MI S     -   130,270.    4,143,070.      MT  (+/- 180 meters Scaled)
 NE0922
 NE0922                          SUPERSEDED SURVEY CONTROL
 NE0922
 NE0922  NGVD 29 (??/??/??)  176.291  (m)          578.38   (f) ADJUSTED    1 2
 NE0922
 NE0922.Superseded values are not recommended for survey control.
 NE0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0922.See file dsdata.txt to determine how the superseded data were derived.
 NE0922
 NE0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH671242(NAD 83)
 NE0922_MARKER: I = METAL ROD
 NE0922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0922_SP_SET: STAINLESS STEEL ROD
 NE0922_STAMPING: K 236 1980
 NE0922_PROJECTION: RECESSED 10 CENTIMETERS
 NE0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0922_ROD/PIPE-DEPTH: 12.1 meters
 NE0922
 NE0922  HISTORY     - Date     Condition        Report By
 NE0922  HISTORY     - 1980     MONUMENTED       NGS
 NE0922  HISTORY     - 19990501 GOOD             USPSQD
 NE0922  HISTORY     - 20050514 MARK NOT FOUND   USPSQD
 NE0922
 NE0922                          STATION DESCRIPTION
 NE0922
 NE0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0922'4.75 KM NNW FROM PEARL BEACH.
 NE0922'4.75 KILOMETERS (2.95 MILES) NORTH-NORTHWEST ALONG STATE HIGHWAY
 NE0922'29 FROM THE POST OFFICE IN PEARL BEACH, TO THE MARK ON THE WEST
 NE0922'SIDE OF THE HIGHWAY, SET WEST OF A LARGE POWER POLE AT THE SOUTHEAST
 NE0922'CORNER OF THE PROPERTY OF ANCHOR BAY COLLISION BODY SHOP 7321
 NE0922'HIGHWAY 29, 17.7 METERS (58.0 FEET) WEST OF THE CENTER LINE OF HIGHWAY
 NE0922'13.5 METERS (44.3 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 NE0922'BODY SHOP BUILDING, 2.6 METERS (8.7 FEET) NORTHEAST OF THE NORTHEAST
 NE0922'8-INCH METAL POLE SUPPORTING A SIGN CRYSTAL HARBOR, 0.7 METER
 NE0922'(2.3 FEET) WEST OF THE POWER POLE.
 NE0922'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 NE0922'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0922
 NE0922                          STATION RECOVERY (1999)
 NE0922
 NE0922'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0922'RECOVERED IN GOOD CONDITION.
 NE0922
 NE0922                          STATION RECOVERY (2005)
 NE0922
 NE0922'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 NE0922'THERE WAS SEWER CONSTRUCTION APP. 2YRS AGO. THE ONLY THING LEFT IS THE
 NE0922'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0945 ***********************************************************************
 NE0945  DESIGNATION -  K 237
 NE0945  PID         -  NE0945
 NE0945  STATE/COUNTY-  MI/ST CLAIR
 NE0945  USGS QUAD   -  ST CLAIR (1991)
 NE0945
 NE0945                         *CURRENT SURVEY CONTROL
 NE0945  ___________________________________________________________________
 NE0945* NAD 83(1986)-  42 52 03.     (N)    082 28 34.     (W)     SCALED    
 NE0945* NAVD 88     -       186.390  (meters)     611.51   (feet)  ADJUSTED  
 NE0945  ___________________________________________________________________
 NE0945  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0945  DYNAMIC HT  -         186.341 (meters)     611.35  (feet)  COMP
 NE0945  MODELED GRAV-     980,355.1   (mgal)                       NAVD 88
 NE0945
 NE0945  VERT ORDER  -  FIRST     CLASS II
 NE0945
 NE0945.The horizontal coordinates were scaled from a topographic map and have
 NE0945.an estimated accuracy of +/- 6 seconds.
 NE0945
 NE0945.The orthometric height was determined by differential leveling
 NE0945.and adjusted by the National Geodetic Survey in June 1991..
 NE0945
 NE0945.The geoid height was determined by GEOID03.
 NE0945
 NE0945.The dynamic height is computed by dividing the NAVD 88
 NE0945.geopotential number by the normal gravity value computed on the
 NE0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0945.degrees latitude (g = 980.6199 gals.).
 NE0945
 NE0945.The modeled gravity was interpolated from observed gravity values.
 NE0945
 NE0945;                    North         East    Units  Estimated Accuracy
 NE0945;SPC MI S     -   153,630.    4,154,460.      MT  (+/- 180 meters Scaled)
 NE0945
 NE0945                          SUPERSEDED SURVEY CONTROL
 NE0945
 NE0945  NGVD 29 (??/??/??)  186.512  (m)          611.91   (f) ADJUSTED    1 2
 NE0945
 NE0945.Superseded values are not recommended for survey control.
 NE0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0945.See file dsdata.txt to determine how the superseded data were derived.
 NE0945
 NE0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794471(NAD 83)
 NE0945_MARKER: I = METAL ROD
 NE0945_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0945_SP_SET: STAINLESS STEEL ROD
 NE0945_STAMPING: K 237 1980
 NE0945_PROJECTION: FLUSH
 NE0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0945_ROD/PIPE-DEPTH: 4.9  meters
 NE0945
 NE0945  HISTORY     - Date     Condition        Report By
 NE0945  HISTORY     - 1980     MONUMENTED       NGS
 NE0945  HISTORY     - 1983     GOOD             USPSQD
 NE0945  HISTORY     - 19990605 GOOD             USPSQD
 NE0945  HISTORY     - 20050410 GOOD             USPSQD
 NE0945
 NE0945                          STATION DESCRIPTION
 NE0945
 NE0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0945'5.55 KM NNE FROM ST CLAIR.
 NE0945'5.55 KILOMETERS (3.45 MILES) NORTH-NORTHEAST ALONG STATE HIGHWAY
 NE0945'29 (RIVER ROAD) FROM THE OPERATIONS HOUSE OF THE HIGHWAY 29 DRAW
 NE0945'BRIDGE OVER PINE RIVER, OR 7.9 KILOMETERS (4.9 MILES) SOUTH
 NE0945'SOUTHWEST ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF STATE HIGHWAYS
 NE0945'29 AND 25 IN MARYSVILLE, SET IN THE MOST EASTERLY POINT OF FRONT
 NE0945'LAWN ISLAND FORMED BY A U SHAPED DRIVE WITH BOTH ENTRANCES BEING
 NE0945'FROM HIGHWAY 29, 31.1 METERS (102.0 FEET) EAST OF THE CENTER LINE
 NE0945'OF STATE HIGHWAY 29, 17.56 METERS (57.6 FEET) WEST OF THE MAIN
 NE0945'ENTRANCE TO THE HOUSE AND IN LINE WITH SOUTH EDGE OF SIDEWALK,
 NE0945'5.64METERS (18.5 FEET) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 NE0945'OF THE GARAGE, 0.44 METER (1.4 FEET) WEST OF THE EDGE AND POINT
 NE0945'FORMED BY THE TWO DRIVEWAYS.
 NE0945'THE MARK IS 0.1 M BELOW GROUND.
 NE0945
 NE0945                          STATION RECOVERY (1983)
 NE0945
 NE0945'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0945'3.45 MILES NORTH ALONG HIGHWAY M-29 FROM OPERATIONS HOUSE OF
 NE0945'DRAWBRIDGE ON M-29 OVER PINE RIVER AT ST. CLAIR. LOCATED IN THE FRONT
 NE0945'PROPERTY OF HOUSE 1317 M-29. 3 HOUSES NORTH OF RIVER CAB RESTAURANT.
 NE0945'SET IN THE MOST EASTERLY POINT OF THE FRONT LAWN ISLAND FORMED BY A
 NE0945'U-SHAPED DIRVEWAY WITH BOTH ENTRANCES FROM M-29. 57.6 FEET WEST OF
 NE0945'THE FRONT ENTRANCE TO THE HOUSE AND IN LINE WITH THE SOUTH EDGE OF
 NE0945'THE SIDEWALK LEADING TO THAT ENTRANCE, 18.5 FEET SOUTH-SOUTHWEST OF
 NE0945'THE SOUTHWEST CORNER OF THE GARAGE, 1.4 FEET WEST OF THE EDGE AND
 NE0945'POINT FORMED BY THE TWO DRIVEWAYS STAINLESS STEEL ROD.
 NE0945
 NE0945                          STATION RECOVERY (1999)
 NE0945
 NE0945'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0945'RECOVERED IN GOOD CONDITION.
 NE0945
 NE0945                          STATION RECOVERY (2005)
 NE0945
 NE0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0619 ***********************************************************************
 OJ0619  DESIGNATION -  K 238
 OJ0619  PID         -  OJ0619
 OJ0619  STATE/COUNTY-  MI/SANILAC
 OJ0619  USGS QUAD   -  PORT SANILAC (1963)
 OJ0619
 OJ0619                         *CURRENT SURVEY CONTROL
 OJ0619  ___________________________________________________________________
 OJ0619* NAD 83(1986)-  43 24 15.     (N)    082 32 25.     (W)     SCALED    
 OJ0619* NAVD 88     -       187.311  (meters)     614.54   (feet)  ADJUSTED  
 OJ0619  ___________________________________________________________________
 OJ0619  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0619  DYNAMIC HT  -         187.275 (meters)     614.42  (feet)  COMP
 OJ0619  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OJ0619
 OJ0619  VERT ORDER  -  FIRST     CLASS II
 OJ0619
 OJ0619.The horizontal coordinates were scaled from a topographic map and have
 OJ0619.an estimated accuracy of +/- 6 seconds.
 OJ0619
 OJ0619.The orthometric height was determined by differential leveling
 OJ0619.and adjusted by the National Geodetic Survey in June 1991..
 OJ0619
 OJ0619.The geoid height was determined by GEOID03.
 OJ0619
 OJ0619.The dynamic height is computed by dividing the NAVD 88
 OJ0619.geopotential number by the normal gravity value computed on the
 OJ0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0619.degrees latitude (g = 980.6199 gals.).
 OJ0619
 OJ0619.The modeled gravity was interpolated from observed gravity values.
 OJ0619
 OJ0619;                    North         East    Units  Estimated Accuracy
 OJ0619;SPC MI S     -   213,120.    4,147,930.      MT  (+/- 180 meters Scaled)
 OJ0619
 OJ0619                          SUPERSEDED SURVEY CONTROL
 OJ0619
 OJ0619  NGVD 29 (??/??/??)  187.430  (m)          614.93   (f) ADJUSTED    1 2
 OJ0619
 OJ0619.Superseded values are not recommended for survey control.
 OJ0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0619.See file dsdata.txt to determine how the superseded data were derived.
 OJ0619
 OJ0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ752068(NAD 83)
 OJ0619_MARKER: I = METAL ROD
 OJ0619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0619_SP_SET: STAINLESS STEEL ROD
 OJ0619_STAMPING: K 238 1980
 OJ0619_PROJECTION: FLUSH
 OJ0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0619_ROD/PIPE-DEPTH: 3.6  meters
 OJ0619
 OJ0619  HISTORY     - Date     Condition        Report By
 OJ0619  HISTORY     - 1980     MONUMENTED       NGS
 OJ0619  HISTORY     - 19940728 GOOD             USPSQD
 OJ0619  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0619
 OJ0619                          STATION DESCRIPTION
 OJ0619
 OJ0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0619'3.1 KM SOUTH FROM PORT SANILAC.
 OJ0619'3.1 KILOMETERS (1.95 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0619'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, TO THE NORTH ENTRANCE
 OJ0619'TO A PARK ON THE LEFT SIDE OF THE HIGHWAY AND DIRECTLY ACROSS FROM
 OJ0619'A HOUSE TRAILER NUMBER 880, SET IN FRONT CENTER OF A BRONZE
 OJ0619'COMMEMORATIVE PLAQUE, 19.21 METERS (63.0 FEET) EAST OF THE
 OJ0619'CENTER LINE OF THE HIGHWAY, 5.5 METERS (18.0 FEET) SOUTHEAST OF THE
 OJ0619'CENTER OF A PIPE CULVERT UNDER ENTRANCE TO PARK, 0.8 METER
 OJ0619'(2.65 FEET) NORTHWEST OF THE SOUTH ALUMINUM POST SUPPORTING THE
 OJ0619'PLAQUE, NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD REFUSAL
 OJ0619'AT 3.6 METERS.
 OJ0619'THE MARK IS 0.1 M BELOW GROUND.
 OJ0619
 OJ0619                          STATION RECOVERY (1994)
 OJ0619
 OJ0619'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0619'RECOVERED IN GOOD CONDITION.
 OJ0619
 OJ0619                          STATION RECOVERY (2001)
 OJ0619
 OJ0619'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0071 ***********************************************************************
 NG0071  DESIGNATION -  K 24
 NG0071  PID         -  NG0071
 NG0071  STATE/COUNTY-  MI/VAN BUREN
 NG0071  USGS QUAD   -  HARTFORD (1981)
 NG0071
 NG0071                         *CURRENT SURVEY CONTROL
 NG0071  ___________________________________________________________________
 NG0071* NAD 83(1986)-  42 12 32.     (N)    086 10 18.     (W)     SCALED    
 NG0071* NAVD 88     -       201.939  (meters)     662.53   (feet)  ADJUSTED  
 NG0071  ___________________________________________________________________
 NG0071  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0071  DYNAMIC HT  -         201.876 (meters)     662.32  (feet)  COMP
 NG0071  MODELED GRAV-     980,305.4   (mgal)                       NAVD 88
 NG0071
 NG0071  VERT ORDER  -  FIRST     CLASS II
 NG0071
 NG0071.The horizontal coordinates were scaled from a topographic map and have
 NG0071.an estimated accuracy of +/- 6 seconds.
 NG0071
 NG0071.The orthometric height was determined by differential leveling
 NG0071.and adjusted by the National Geodetic Survey in June 1991..
 NG0071
 NG0071.The geoid height was determined by GEOID03.
 NG0071
 NG0071.The dynamic height is computed by dividing the NAVD 88
 NG0071.geopotential number by the normal gravity value computed on the
 NG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0071.degrees latitude (g = 980.6199 gals.).
 NG0071
 NG0071.The modeled gravity was interpolated from observed gravity values.
 NG0071
 NG0071;                    North         East    Units  Estimated Accuracy
 NG0071;SPC MI S     -    80,340.    3,850,960.      MT  (+/- 180 meters Scaled)
 NG0071
 NG0071                          SUPERSEDED SURVEY CONTROL
 NG0071
 NG0071  NGVD 29 (??/??/92)  202.082  (m)          663.00   (f) ADJ UNCH    1 2
 NG0071
 NG0071.Superseded values are not recommended for survey control.
 NG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0071.See file dsdata.txt to determine how the superseded data were derived.
 NG0071
 NG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM683733(NAD 83)
 NG0071_MARKER: DB = BENCH MARK DISK
 NG0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NG0071_STAMPING: 662.997 K 24 1930
 NG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0071+STABILITY: SURFACE MOTION
 NG0071
 NG0071  HISTORY     - Date     Condition        Report By
 NG0071  HISTORY     - 1930     MONUMENTED       CGS
 NG0071  HISTORY     - 1934     GOOD             NGS
 NG0071  HISTORY     - 1957     GOOD             NGS
 NG0071  HISTORY     - 1983     GOOD
 NG0071  HISTORY     - 1985     MARK NOT FOUND   NGS
 NG0071
 NG0071                          STATION DESCRIPTION
 NG0071
 NG0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0071'IN HARTFORD.
 NG0071'AT HARTFORD, VAN BUREN COUNTY, 7 RAILS NORTH OF THE NORTH END
 NG0071'OF THE PERE MARQUETTE RAILWAY STATION, OPPOSITE POLE E 28, AND
 NG0071'41.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  A STANDARD
 NG0071'DISK, STAMPED 662.997 K 24 1930 AND SET IN THE TOP OF A CONCRETE
 NG0071'POST PROJECTING 2 INCHES ABOVE GROUND.
 NG0071
 NG0071                          STATION RECOVERY (1957)
 NG0071
 NG0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 NG0071'RECOVERED IN GOOD CONDITION.
 NG0071
 NG0071                          STATION RECOVERY (1983)
 NG0071
 NG0071'RECOVERED 1983
 NG0071'RECOVERED IN GOOD CONDITION.
 NG0071
 NG0071                          STATION RECOVERY (1985)
 NG0071
 NG0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0027 ***********************************************************************
 OL0027  DESIGNATION -  K 25 RESET 1966
 OL0027  PID         -  OL0027
 OL0027  STATE/COUNTY-  MI/OTTAWA
 OL0027  USGS QUAD   -  GRAND HAVEN (1980)
 OL0027
 OL0027                         *CURRENT SURVEY CONTROL
 OL0027  ___________________________________________________________________
 OL0027* NAD 83(1986)-  43 03 37.     (N)    086 13 30.     (W)     SCALED    
 OL0027* NAVD 88     -       189.255  (meters)     620.91   (feet)  ADJUSTED  
 OL0027  ___________________________________________________________________
 OL0027  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 OL0027  DYNAMIC HT  -         189.212 (meters)     620.77  (feet)  COMP
 OL0027  MODELED GRAV-     980,389.5   (mgal)                       NAVD 88
 OL0027
 OL0027  VERT ORDER  -  FIRST     CLASS II
 OL0027
 OL0027.The horizontal coordinates were scaled from a topographic map and have
 OL0027.an estimated accuracy of +/- 6 seconds.
 OL0027
 OL0027.The orthometric height was determined by differential leveling
 OL0027.and adjusted by the National Geodetic Survey in June 1991..
 OL0027
 OL0027.The geoid height was determined by GEOID03.
 OL0027
 OL0027.The dynamic height is computed by dividing the NAVD 88
 OL0027.geopotential number by the normal gravity value computed on the
 OL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0027.degrees latitude (g = 980.6199 gals.).
 OL0027
 OL0027.The modeled gravity was interpolated from observed gravity values.
 OL0027
 OL0027;                    North         East    Units  Estimated Accuracy
 OL0027;SPC MI S     -   174,980.    3,848,640.      MT  (+/- 180 meters Scaled)
 OL0027
 OL0027                          SUPERSEDED SURVEY CONTROL
 OL0027
 OL0027.No superseded survey control is available for this station.
 OL0027
 OL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN631678(NAD 83)
 OL0027_MARKER: DB = BENCH MARK DISK
 OL0027_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OL0027+WITH SETTING: PAVEMENT
 OL0027_STAMPING: K 25 RESET 1966
 OL0027_MARK LOGO: CGS   
 OL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0027+STABILITY: SURFACE MOTION
 OL0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0027+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2005
 OL0027
 OL0027  HISTORY     - Date     Condition        Report By
 OL0027  HISTORY     - 1966     MONUMENTED       CGS
 OL0027  HISTORY     - 1984     GOOD             NGS
 OL0027  HISTORY     - 19920418 GOOD             USPSQD
 OL0027  HISTORY     - 19970308 GOOD             USPSQD
 OL0027  HISTORY     - 20020325 GOOD             USPSQD
 OL0027  HISTORY     - 20051202 GOOD             INDIV
 OL0027
 OL0027                          STATION DESCRIPTION
 OL0027
 OL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 OL0027'AT GRAND HAVEN.
 OL0027'DISK IS SET IN A DRILLHOLE IN THE CONCRETE RAMP OF THE MOST
 OL0027'EASTERLY OF 2 DOORS ON THE CLINTON STREET ENTRANCE TO THE
 OL0027'CENTRAL GRADE SCHOOL.  IT IS 51 FEET NORTH OF THE CENTERLINE
 OL0027'OF CLINTON STREET, 5 INCHES WEST OF THE WEST EDGE OF A BRICK
 OL0027'PILLAR AND 2 FEET SOUTHEAST OF THE DOOR.
 OL0027
 OL0027                          STATION RECOVERY (1984)
 OL0027
 OL0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0027'RECOVERED IN GOOD CONDITION.
 OL0027
 OL0027                          STATION RECOVERY (1992)
 OL0027
 OL0027'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0027'RECOVERED IN GOOD CONDITION.
 OL0027
 OL0027                          STATION RECOVERY (1997)
 OL0027
 OL0027'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0027'RECOVERED IN GOOD CONDITION.
 OL0027
 OL0027                          STATION RECOVERY (2002)
 OL0027
 OL0027'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0027'RECOVERED IN GOOD CONDITION.
 OL0027
 OL0027                          STATION RECOVERY (2005)
 OL0027
 OL0027'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0010 ***********************************************************************
 OL0010  DESIGNATION -  K 26
 OL0010  PID         -  OL0010
 OL0010  STATE/COUNTY-  MI/MASON
 OL0010  USGS QUAD   -  
 OL0010
 OL0010                         *CURRENT SURVEY CONTROL
 OL0010  ___________________________________________________________________
 OL0010* NAD 83(1986)-  43 52 59.     (N)    086 23 56.     (W)     SCALED    
 OL0010* NAVD 88     -       229.271  (meters)     752.20   (feet)  ADJUSTED  
 OL0010  ___________________________________________________________________
 OL0010  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 OL0010  DYNAMIC HT  -         229.230 (meters)     752.07  (feet)  COMP
 OL0010  MODELED GRAV-     980,434.5   (mgal)                       NAVD 88
 OL0010
 OL0010  VERT ORDER  -  FIRST     CLASS II
 OL0010
 OL0010.The horizontal coordinates were scaled from a topographic map and have
 OL0010.an estimated accuracy of +/- 6 seconds.
 OL0010
 OL0010.The orthometric height was determined by differential leveling
 OL0010.and adjusted by the National Geodetic Survey in June 1991..
 OL0010
 OL0010.The geoid height was determined by GEOID03.
 OL0010
 OL0010.The dynamic height is computed by dividing the NAVD 88
 OL0010.geopotential number by the normal gravity value computed on the
 OL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0010.degrees latitude (g = 980.6199 gals.).
 OL0010
 OL0010.The modeled gravity was interpolated from observed gravity values.
 OL0010
 OL0010;                    North         East    Units  Estimated Accuracy
 OL0010;SPC MI C     -    64,990.    5,836,690.      MT  (+/- 180 meters Scaled)
 OL0010
 OL0010                          SUPERSEDED SURVEY CONTROL
 OL0010
 OL0010  NGVD 29 (??/??/92)  229.369  (m)          752.52   (f) ADJ UNCH    1 2
 OL0010
 OL0010.Superseded values are not recommended for survey control.
 OL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0010.See file dsdata.txt to determine how the superseded data were derived.
 OL0010
 OL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP482590(NAD 83)
 OL0010_MARKER: DB = BENCH MARK DISK
 OL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0010_STAMPING: 752.521 K 26 1930
 OL0010_MARK LOGO: CGS   
 OL0010_PROJECTION: FLUSH
 OL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0010+STABILITY: SURFACE MOTION
 OL0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0010+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0010
 OL0010  HISTORY     - Date     Condition        Report By
 OL0010  HISTORY     - 1930     MONUMENTED       CGS
 OL0010  HISTORY     - 1934     GOOD             NGS
 OL0010  HISTORY     - 1967     GOOD             NGS
 OL0010  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OL0010  HISTORY     - 1984     GOOD             NGS
 OL0010  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0010  HISTORY     - 19970807 GOOD             USPSQD
 OL0010  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0010  HISTORY     - 20021009 GOOD             USPSQD
 OL0010  HISTORY     - 20051014 GOOD             USPSQD
 OL0010
 OL0010                          STATION DESCRIPTION
 OL0010
 OL0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0010'8 MI N FROM PENTWATER.
 OL0010'IN MASON COUNTY, 8.0 MILES NORTH ALONG U.S. HIGHWAY 31 FROM
 OL0010'THE POST OFFICE AT PENTWATER, OCEANA COUNTY, 150 YARDS SOUTH OF
 OL0010'A SERVICE STATION AND A CROSS ROAD, 17.2 FEET WEST OF THE WEST
 OL0010'EDGE OF THE CONCRETE PAVEMENT AND IN LINE WITH A ROW OF WALNUT
 OL0010'TREES AT THE EDGE OF THE JOHN KISTLER PROPERTY.  A STANDARD DISK,
 OL0010'STAMPED 752.521 K 26 1930 AND SET IN THE TOP OF A CONCRETE POST
 OL0010'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS 47 FEET NORTHWEST
 OL0010'OF THE HIGHWAY AND A DRIVEWAY EAST, 27 FEET WEST OF THE CENTERLINE
 OL0010'OF THE HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST AND PROJECTS
 OL0010'2 INCHES.
 OL0010
 OL0010                          STATION RECOVERY (1967)
 OL0010
 OL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OL0010'RECOVERED IN GOOD CONDITION.
 OL0010
 OL0010                          STATION RECOVERY (1983)
 OL0010
 OL0010'RECOVERY NOTE BY US POWER SQUADRON 1983
 OL0010'MARK NOT FOUND.
 OL0010
 OL0010                          STATION RECOVERY (1984)
 OL0010
 OL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0010'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.5 KM
 OL0010'(1.55 MI) EAST ALONG U.S. HIGHWAY 10 (EAST LUDINGTON AVENUE) FROM THE
 OL0010'POST OFFICE IN LUDINGTON, THENCE 5.0 KM (3.1 MI) SOUTH ALONG U.S.
 OL0010'HIGHWAY 31, ABOUT 0.2 KM (0.1 MI) SOUTH OF A SERVICE STATION AND
 OL0010'STORE, ABOUT 60.96 METERS (200.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 OL0010'OF A LARGE RED BARN, 21.64 METERS (71.0 FT) SOUTH OF A POWERLINE POLE
 OL0010'WITH A TRANSFORMER ATTACHED, 8.38 METERS (27.5 FT) WEST OF THE
 OL0010'CENTERLINE OF HIGHWAY 31, AND 5.69 METERS (18.7 FT) NORTH OF AN
 OL0010'UNDERGROUND CABLE SIGN ATTACHED TO A GALVANIZED POST.
 OL0010'THE MARK IS 0.24 METERS  S FROM A WITNESS POST.
 OL0010'THE MARK IS 0.15 M BELOW CENTER OF HIGHWAY.
 OL0010
 OL0010                          STATION RECOVERY (1995)
 OL0010
 OL0010'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0010'MARK NOT FOUND.
 OL0010
 OL0010                          STATION RECOVERY (1997)
 OL0010
 OL0010'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0010'RECOVERED IN GOOD CONDITION.
 OL0010
 OL0010                          STATION RECOVERY (2001)
 OL0010
 OL0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0010'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0010
 OL0010                          STATION RECOVERY (2002)
 OL0010
 OL0010'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0010'RECOVERED IN GOOD CONDITION.
 OL0010
 OL0010                          STATION RECOVERY (2005)
 OL0010
 OL0010'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0010'NEW LOCATION DIRECTION - ONE (1) METER EAST OF FIBERGLASS WITNESS
 OL0010'POST. PREVIOUS METAL STAKE CUT OFF BY MOWING ACTIVITY - ONE FOOT BELOW
 OL0010'SURFACE - IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0269 ***********************************************************************
 PL0269  DESIGNATION -  K 27
 PL0269  PID         -  PL0269
 PL0269  STATE/COUNTY-  MI/MANISTEE
 PL0269  USGS QUAD   -  COPEMISH (1987)
 PL0269
 PL0269                         *CURRENT SURVEY CONTROL
 PL0269  ___________________________________________________________________
 PL0269* NAD 83(1986)-  44 25 32.     (N)    085 56 20.     (W)     SCALED    
 PL0269* NAVD 88     -       241.286  (meters)     791.62   (feet)  ADJUSTED  
 PL0269  ___________________________________________________________________
 PL0269  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0269  DYNAMIC HT  -         241.255 (meters)     791.52  (feet)  COMP
 PL0269  MODELED GRAV-     980,483.6   (mgal)                       NAVD 88
 PL0269
 PL0269  VERT ORDER  -  FIRST     CLASS II
 PL0269
 PL0269.The horizontal coordinates were scaled from a topographic map and have
 PL0269.an estimated accuracy of +/- 6 seconds.
 PL0269
 PL0269.The orthometric height was determined by differential leveling
 PL0269.and adjusted by the National Geodetic Survey in June 1991..
 PL0269.WARNING-Repeat measurements at this control monument indicate possible
 PL0269.vertical movement.
 PL0269
 PL0269.The geoid height was determined by GEOID03.
 PL0269
 PL0269.The dynamic height is computed by dividing the NAVD 88
 PL0269.geopotential number by the normal gravity value computed on the
 PL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0269.degrees latitude (g = 980.6199 gals.).
 PL0269
 PL0269.The modeled gravity was interpolated from observed gravity values.
 PL0269
 PL0269;                    North         East    Units  Estimated Accuracy
 PL0269;SPC MI C     -   124,430.    5,874,820.      MT  (+/- 180 meters Scaled)
 PL0269
 PL0269                          SUPERSEDED SURVEY CONTROL
 PL0269
 PL0269  NGVD 29 (??/??/92)  241.374  (m)          791.91   (f) ADJ UNCH    1 2
 PL0269
 PL0269.Superseded values are not recommended for survey control.
 PL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0269.See file dsdata.txt to determine how the superseded data were derived.
 PL0269
 PL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ844196(NAD 83)
 PL0269_MARKER: DB = BENCH MARK DISK
 PL0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0269_STAMPING: 791.908 K 27 1930
 PL0269_MARK LOGO: CGS   
 PL0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0269+STABILITY: SURFACE MOTION
 PL0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0269+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 PL0269
 PL0269  HISTORY     - Date     Condition        Report By
 PL0269  HISTORY     - 1930     MONUMENTED       CGS
 PL0269  HISTORY     - 1934     GOOD             NGS
 PL0269  HISTORY     - 1973     GOOD             SHELL
 PL0269  HISTORY     - 1984     GOOD             NGS
 PL0269  HISTORY     - 20010331 GOOD             NGS
 PL0269  HISTORY     - 20051009 GOOD             USPSQD
 PL0269
 PL0269                          STATION DESCRIPTION
 PL0269
 PL0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0269'4 MI S FROM COPEMISH.
 PL0269'4.0 MILES SOUTH ALONG THE ABANDONED BRANCH OF THE MAINSTEE AND
 PL0269'NORTHEASTERN RAILROAD FROM COPEMISH, MANISTEE COUNTY, NEAR THE
 PL0269'NORTHWEST CORNER OF SEC. 6, T. 23 N., R. 13 W., 45 YARDS
 PL0269'SOUTHWEST OF AN EAST-AND-WEST COUNTY-ROAD CROSSING, AND 45
 PL0269'FEET SOUTHEAST OF THE CENTERLINE OF THE ROADBED.  A STANDARD
 PL0269'DISK, STAMPED 791.908 K 27 1930 AND SET IN THE TOP OF A CONCRETE
 PL0269'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
 PL0269
 PL0269                          STATION RECOVERY (1973)
 PL0269
 PL0269'RECOVERY NOTE BY SHELL OIL COMPANY 1973
 PL0269'RECOVERED IN GOOD CONDITION.
 PL0269
 PL0269                          STATION RECOVERY (1984)
 PL0269
 PL0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0269'RECOVERED IN GOOD CONDITION.  NOTE, ADD, BENCH MARK IS 12.2 METERS
 PL0269'(40.0 FT) SOUTHEAST OF A GRAVEL ROAD LEADING SOUTHWEST, ALSO
 PL0269'9.8 METERS (32.0 FT) NORTHEAST OF A TRACK ROAD LEADING TO FUEL STORAGE
 PL0269'TANKS.
 PL0269'THE MARK IS 0.31 METERS  NW FROM A WITNESS POST.
 PL0269'THE MARK IS ABOVE LEVEL WITH GRAVEL ROAD.
 PL0269
 PL0269                          STATION RECOVERY (2001)
 PL0269
 PL0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0269'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 PL0269
 PL0269                          STATION RECOVERY (2005)
 PL0269
 PL0269'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PL0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0164 ***********************************************************************
 PL0164  DESIGNATION -  K 28
 PL0164  PID         -  PL0164
 PL0164  STATE/COUNTY-  MI/CRAWFORD
 PL0164  USGS QUAD   -  ROSCOMMON NORTH (1950)
 PL0164
 PL0164                         *CURRENT SURVEY CONTROL
 PL0164  ___________________________________________________________________
 PL0164* NAD 83(1986)-  44 31 03.     (N)    084 37 21.     (W)     SCALED    
 PL0164* NAVD 88     -       347.938  (meters)    1141.53   (feet)  ADJUSTED  
 PL0164  ___________________________________________________________________
 PL0164  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 PL0164  DYNAMIC HT  -         347.886 (meters)    1141.36  (feet)  COMP
 PL0164  MODELED GRAV-     980,458.6   (mgal)                       NAVD 88
 PL0164
 PL0164  VERT ORDER  -  FIRST     CLASS II
 PL0164
 PL0164.The horizontal coordinates were scaled from a topographic map and have
 PL0164.an estimated accuracy of +/- 6 seconds.
 PL0164
 PL0164.The orthometric height was determined by differential leveling
 PL0164.and adjusted by the National Geodetic Survey in June 1991..
 PL0164
 PL0164.The geoid height was determined by GEOID03.
 PL0164
 PL0164.The dynamic height is computed by dividing the NAVD 88
 PL0164.geopotential number by the normal gravity value computed on the
 PL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0164.degrees latitude (g = 980.6199 gals.).
 PL0164
 PL0164.The modeled gravity was interpolated from observed gravity values.
 PL0164
 PL0164;                    North         East    Units  Estimated Accuracy
 PL0164;SPC MI C     -   133,470.    5,979,660.      MT  (+/- 180 meters Scaled)
 PL0164
 PL0164                          SUPERSEDED SURVEY CONTROL
 PL0164
 PL0164  NGVD 29 (??/??/92)  348.046  (m)         1141.88   (f) ADJ UNCH    1 2
 PL0164
 PL0164.Superseded values are not recommended for survey control.
 PL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0164.See file dsdata.txt to determine how the superseded data were derived.
 PL0164
 PL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ889321(NAD 83)
 PL0164_MARKER: DB = BENCH MARK DISK
 PL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0164_STAMPING: ELEV 1141.881 FT K 28 1930
 PL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0164+STABILITY: SURFACE MOTION
 PL0164
 PL0164  HISTORY     - Date     Condition        Report By
 PL0164  HISTORY     - 1930     MONUMENTED       CGS
 PL0164  HISTORY     - 1934     GOOD             NGS
 PL0164  HISTORY     - 1976     GOOD             NGS
 PL0164
 PL0164                          STATION DESCRIPTION
 PL0164
 PL0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0164'2.2 MI N FROM ROSCOMMON.
 PL0164'IN CRAWFORD COUNTY, 2.2 MILES NORTH ALONG THE MICHIGAN CENTRAL
 PL0164'RAILROAD FROM ROSCOMMON, ROSCOMMON COUNTY, 40 FEET SOUTHEAST OF
 PL0164'MILEPOST BC 79-M 103, AND 31.7 FEET EAST OF THE EAST RAIL.  A
 PL0164'STANDARD DISK, STAMPED ELEV. 1141.881 FT. K 28 1930 AND SET IN
 PL0164'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0164
 PL0164                          STATION RECOVERY (1976)
 PL0164
 PL0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 PL0164'1.7 MILES NORTHWEST ON STATE HIGHWAY 76 FROM ITS JUNCTION WITH STATE
 PL0164'HIGHWAY 144 THEN NORTH ON GRAVEL ROAD FOR 0.35 MILE, THEN NORTHWEST
 PL0164'ALONG NORTH SIDE OF NEW YORK CENTRAL RAILROAD TRACK FOR 0.1 MILE,
 PL0164'41.5 FEET SOUTHEAST OF MILE POST BC 79, 31.7 FEET NORTHEAST OF THE
 PL0164'NORTHEAST RAIL. A WITNESS POST WAS SET 1 FOOT EAST OF THE MARK AND A
 PL0164'ROD DRIVEN BESIDE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0396 ***********************************************************************
 OJ0396  DESIGNATION -  K 29
 OJ0396  PID         -  OJ0396
 OJ0396  STATE/COUNTY-  MI/BAY
 OJ0396  USGS QUAD   -  PINCONNING (1973)
 OJ0396
 OJ0396                         *CURRENT SURVEY CONTROL
 OJ0396  ___________________________________________________________________
 OJ0396* NAD 83(1986)-  43 48 07.     (N)    083 57 44.     (W)     SCALED    
 OJ0396* NAVD 88     -       182.607  (meters)     599.10   (feet)  ADJUSTED  
 OJ0396  ___________________________________________________________________
 OJ0396  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0396  DYNAMIC HT  -         182.574 (meters)     598.99  (feet)  COMP
 OJ0396  MODELED GRAV-     980,434.0   (mgal)                       NAVD 88
 OJ0396
 OJ0396  VERT ORDER  -  FIRST     CLASS II
 OJ0396
 OJ0396.The horizontal coordinates were scaled from a topographic map and have
 OJ0396.an estimated accuracy of +/- 6 seconds.
 OJ0396
 OJ0396.The orthometric height was determined by differential leveling
 OJ0396.and adjusted by the National Geodetic Survey in June 1991..
 OJ0396
 OJ0396.The geoid height was determined by GEOID03.
 OJ0396
 OJ0396.The dynamic height is computed by dividing the NAVD 88
 OJ0396.geopotential number by the normal gravity value computed on the
 OJ0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0396.degrees latitude (g = 980.6199 gals.).
 OJ0396
 OJ0396.The modeled gravity was interpolated from observed gravity values.
 OJ0396
 OJ0396;                    North         East    Units  Estimated Accuracy
 OJ0396;SPC MI S     -   255,790.    4,032,550.      MT  (+/- 180 meters Scaled)
 OJ0396
 OJ0396                          SUPERSEDED SURVEY CONTROL
 OJ0396
 OJ0396  NGVD 29 (??/??/92)  182.796  (m)          599.72   (f) ADJ UNCH    1 2
 OJ0396
 OJ0396.Superseded values are not recommended for survey control.
 OJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0396.See file dsdata.txt to determine how the superseded data were derived.
 OJ0396
 OJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ617541(NAD 83)
 OJ0396_MARKER: DB = BENCH MARK DISK
 OJ0396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0396_STAMPING: 599.723 K 29 1930
 OJ0396_MARK LOGO: CGS   
 OJ0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0396
 OJ0396  HISTORY     - Date     Condition        Report By
 OJ0396  HISTORY     - 1930     MONUMENTED       CGS
 OJ0396  HISTORY     - 1934     GOOD             NGS
 OJ0396  HISTORY     - 1983     GOOD             NGS
 OJ0396  HISTORY     - 19970824 GOOD             USPSQD
 OJ0396  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 OJ0396
 OJ0396                          STATION DESCRIPTION
 OJ0396
 OJ0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0396'3.8 MI S FROM PINCONNING.
 OJ0396'3.8 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 OJ0396'PINCONNING, BAY COUNTY, 15 RAILS NORTH OF MILEPOST BC 15, AT A
 OJ0396'CONCRETE BRIDGE OVER COON CREEK, IN THE TOP OF THE WEST END OF
 OJ0396'THE SOUTH ABUTMENT, AND ABOUT 4 FEET LOWER THAN THE RAIL.  A
 OJ0396'STANDARD DISK, STAMPED 599.723 K 29 1930.
 OJ0396
 OJ0396                          STATION RECOVERY (1983)
 OJ0396
 OJ0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0396'RECOVERED IN GOOD CONDITION.  NOTE, MICHIGAN CENTRAL RAILROAD IS NOW
 OJ0396'GRAND TRUNK RAILROAD LOCATED 0.16 KM (0.1 MI) SOUTH OF COGGINS ROAD
 OJ0396'CROSSING.
 OJ0396
 OJ0396                          STATION RECOVERY (1997)
 OJ0396
 OJ0396'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0396'RECOVERED IN GOOD CONDITION.
 OJ0396
 OJ0396                          STATION RECOVERY (2003)
 OJ0396
 OJ0396'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OJ0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0534 ***********************************************************************
 RL0534  DESIGNATION -  K 290
 RL0534  PID         -  RL0534
 RL0534  STATE/COUNTY-  MI/HOUGHTON
 RL0534  USGS QUAD   -  SIDNAW (1985)
 RL0534
 RL0534                         *CURRENT SURVEY CONTROL
 RL0534  ___________________________________________________________________
 RL0534* NAD 83(1986)-  46 31 10.     (N)    088 44 42.     (W)     SCALED    
 RL0534* NAVD 88     -       406.000  (meters)    1332.02   (feet)  ADJUSTED  
 RL0534  ___________________________________________________________________
 RL0534  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 RL0534  DYNAMIC HT  -         406.011 (meters)    1332.05  (feet)  COMP
 RL0534  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 RL0534
 RL0534  VERT ORDER  -  FIRST     CLASS II
 RL0534
 RL0534.The horizontal coordinates were scaled from a topographic map and have
 RL0534.an estimated accuracy of +/- 6 seconds.
 RL0534
 RL0534.The orthometric height was determined by differential leveling
 RL0534.and adjusted by the National Geodetic Survey in June 1991..
 RL0534
 RL0534.The geoid height was determined by GEOID03.
 RL0534
 RL0534.The dynamic height is computed by dividing the NAVD 88
 RL0534.geopotential number by the normal gravity value computed on the
 RL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0534.degrees latitude (g = 980.6199 gals.).
 RL0534
 RL0534.The modeled gravity was interpolated from observed gravity values.
 RL0534
 RL0534;                    North         East    Units  Estimated Accuracy
 RL0534;SPC MI N     -   194,430.    7,866,120.      MT  (+/- 180 meters Scaled)
 RL0534
 RL0534                          SUPERSEDED SURVEY CONTROL
 RL0534
 RL0534  NGVD 29 (??/??/92)  406.007  (m)         1332.04   (f) ADJ UNCH    1 2
 RL0534
 RL0534.Superseded values are not recommended for survey control.
 RL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0534.See file dsdata.txt to determine how the superseded data were derived.
 RL0534
 RL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS661532(NAD 83)
 RL0534_MARKER: DB = BENCH MARK DISK
 RL0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0534_STAMPING: K 290 1940
 RL0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0534+STABILITY: SURFACE MOTION
 RL0534
 RL0534  HISTORY     - Date     Condition        Report By
 RL0534  HISTORY     - 1940     MONUMENTED       CGS
 RL0534
 RL0534                          STATION DESCRIPTION
 RL0534
 RL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RL0534'1.9 MI NW FROM SIDNAW.
 RL0534'1.9 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0534'PACIFIC RAILROAD FROM THE STATION AT SIDNAW, HOUGHTON COUNTY,
 RL0534'9 POLES NORTHWEST OF MILEPOST 364, 22 FEET NORTH OF THE CENTERLINE
 RL0534'OF THE TRACK, 30 FEET WEST OF A POLE, AND 1.5 FEET SOUTH OF A
 RL0534'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 290 1940
 RL0534'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 RL0534'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0654 ***********************************************************************
 RJ0654  DESIGNATION -  K 293
 RJ0654  PID         -  RJ0654
 RJ0654  STATE/COUNTY-  MI/CHIPPEWA
 RJ0654  USGS QUAD   -  GOETZVILLE (1976)
 RJ0654
 RJ0654                         *CURRENT SURVEY CONTROL
 RJ0654  ___________________________________________________________________
 RJ0654* NAD 83(1986)-  46 00 18.     (N)    084 04 21.     (W)     SCALED    
 RJ0654* NAVD 88     -       207.973  (meters)     682.32   (feet)  ADJUSTED  
 RJ0654  ___________________________________________________________________
 RJ0654  GEOID HEIGHT-         -36.52  (meters)                     GEOID03
 RJ0654  DYNAMIC HT  -         207.977 (meters)     682.34  (feet)  COMP
 RJ0654  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 RJ0654
 RJ0654  VERT ORDER  -  FIRST     CLASS 0
 RJ0654
 RJ0654.The horizontal coordinates were scaled from a topographic map and have
 RJ0654.an estimated accuracy of +/- 6 seconds.
 RJ0654
 RJ0654.The orthometric height was determined by differential leveling
 RJ0654.and adjusted by the National Geodetic Survey in June 1991..
 RJ0654
 RJ0654.The geoid height was determined by GEOID03.
 RJ0654
 RJ0654.The dynamic height is computed by dividing the NAVD 88
 RJ0654.geopotential number by the normal gravity value computed on the
 RJ0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0654.degrees latitude (g = 980.6199 gals.).
 RJ0654
 RJ0654.The modeled gravity was interpolated from observed gravity values.
 RJ0654
 RJ0654;                    North         East    Units  Estimated Accuracy
 RJ0654;SPC MI N     -   139,970.    8,226,680.      MT  (+/- 180 meters Scaled)
 RJ0654
 RJ0654                          SUPERSEDED SURVEY CONTROL
 RJ0654
 RJ0654.No superseded survey control is available for this station.
 RJ0654
 RJ0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR266987(NAD 83)
 RJ0654_MARKER: I = METAL ROD
 RJ0654_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0654_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ0654_STAMPING: K 293 1983
 RJ0654_MARK LOGO: NGS   
 RJ0654_PROJECTION: FLUSH
 RJ0654_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0654+STABILITY: POSITION/ELEVATION WELL
 RJ0654_ROD/PIPE-DEPTH: 12.2 meters
 RJ0654_SLEEVE-DEPTH  : 6.09 meters
 RJ0654
 RJ0654  HISTORY     - Date     Condition        Report By
 RJ0654  HISTORY     - 1983     MONUMENTED       NGS
 RJ0654  HISTORY     - 19940729 GOOD             USPSQD
 RJ0654
 RJ0654                          STATION DESCRIPTION
 RJ0654
 RJ0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0654'6.4 KM (4.0 MI) SE FROM GOETZVILLE.
 RJ0654'6.4 KM (4.0 MI) SOUTHEAST ALONG STATE HIGHWAY 48 FROM THE POST OFFICE
 RJ0654'IN GOETZVILLE, IN THE LAWN OF THE FRANK KLAMERUS RESIDENCE, AT THE
 RJ0654'SOUTHEAST CORNER OF THE HOUSE, 50.59 METERS (166.0 FT) WEST OF THE
 RJ0654'CENTER OF THE HIGHWAY, 27.73 METERS (91.0 FT) NORTHWEST AND ACROSS
 RJ0654'DRIVEWAY FROM A POWERLINE POLE, 2.77 METERS (9.1 FT) SOUTHWEST OF THE
 RJ0654'SOUTHEAST CORNER OF THE HOUSE, 1.82 METERS (6.0 FT) SOUTH OF THE SOUTH
 RJ0654'FACE, AND 9.14 METERS (30.0 FT) NORTH OF THE CENTER OF THE DRIVEWAY.
 RJ0654'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 RJ0654
 RJ0654                          STATION RECOVERY (1994)
 RJ0654
 RJ0654'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0652 ***********************************************************************
 RJ0652  DESIGNATION -  K 294
 RJ0652  PID         -  RJ0652
 RJ0652  STATE/COUNTY-  MI/CHIPPEWA
 RJ0652  USGS QUAD   -  GOETZVILLE (1976)
 RJ0652
 RJ0652                         *CURRENT SURVEY CONTROL
 RJ0652  ___________________________________________________________________
 RJ0652* NAD 83(1986)-  46 01 58.     (N)    084 05 04.     (W)     SCALED    
 RJ0652* NAVD 88     -       222.188  (meters)     728.96   (feet)  ADJUSTED  
 RJ0652  ___________________________________________________________________
 RJ0652  GEOID HEIGHT-         -36.51  (meters)                     GEOID03
 RJ0652  DYNAMIC HT  -         222.193 (meters)     728.98  (feet)  COMP
 RJ0652  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 RJ0652
 RJ0652  VERT ORDER  -  FIRST     CLASS 0
 RJ0652
 RJ0652.The horizontal coordinates were scaled from a topographic map and have
 RJ0652.an estimated accuracy of +/- 6 seconds.
 RJ0652
 RJ0652.The orthometric height was determined by differential leveling
 RJ0652.and adjusted by the National Geodetic Survey in June 1991..
 RJ0652
 RJ0652.The geoid height was determined by GEOID03.
 RJ0652
 RJ0652.The dynamic height is computed by dividing the NAVD 88
 RJ0652.geopotential number by the normal gravity value computed on the
 RJ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0652.degrees latitude (g = 980.6199 gals.).
 RJ0652
 RJ0652.The modeled gravity was interpolated from observed gravity values.
 RJ0652
 RJ0652;                    North         East    Units  Estimated Accuracy
 RJ0652;SPC MI N     -   143,020.    8,225,650.      MT  (+/- 180 meters Scaled)
 RJ0652
 RJ0652                          SUPERSEDED SURVEY CONTROL
 RJ0652
 RJ0652.No superseded survey control is available for this station.
 RJ0652
 RJ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS256018(NAD 83)
 RJ0652_MARKER: I = METAL ROD
 RJ0652_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0652_SP_SET: STAINLESS STEEL ROD
 RJ0652_STAMPING: K 294 1983
 RJ0652_MARK LOGO: NGS   
 RJ0652_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0652_ROD/PIPE-DEPTH: 19.5 meters
 RJ0652
 RJ0652  HISTORY     - Date     Condition        Report By
 RJ0652  HISTORY     - 1983     MONUMENTED       NGS
 RJ0652  HISTORY     - 19940729 GOOD             USPSQD
 RJ0652
 RJ0652                          STATION DESCRIPTION
 RJ0652
 RJ0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0652'2.9 KM (1.85 MI) SSE FROM GOETZVILLE.
 RJ0652'2.9 KM (1.85 MI) SOUTH-SOUTHEAST ALONG STATE HIGHWAY 48 FROM THE POST
 RJ0652'OFFICE IN GOETZVILLE, AT A NARROW GRAVEL ROAD LEADING EAST,
 RJ0652'21.94 METERS (72.0 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY,
 RJ0652'13.71 METERS (45.0 FT) NORTH-NORTHWEST AND IN LINE WITH THE
 RJ0652'NORTHWEST-SOUTHEAST FENCE LINE, 2.89 METERS (9.5 FT) NORTHWEST OF A
 RJ0652'POWERLINE POLE, 0.70 METERS (2.3 FT) SOUTHEAST OF A TELEPHONE JUNCTION
 RJ0652'BOX, AND 0.15 METERS (0.5 FT) SOUTHWEST OF A FENCE.
 RJ0652'THE MARK IS 0.3 METERS  WNW FROM A WITNESS POST.
 RJ0652'THE MARK IS 0.4 M ABOVE HIGHWAY.
 RJ0652
 RJ0652                          STATION RECOVERY (1994)
 RJ0652
 RJ0652'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0652'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0592 ***********************************************************************
 RJ0592  DESIGNATION -  K 295
 RJ0592  PID         -  RJ0592
 RJ0592  STATE/COUNTY-  MI/CHIPPEWA
 RJ0592  USGS QUAD   -  BRIMLEY (1975)
 RJ0592
 RJ0592                         *CURRENT SURVEY CONTROL
 RJ0592  ___________________________________________________________________
 RJ0592* NAD 83(1986)-  46 24 41.     (N)    084 34 17.     (W)     SCALED    
 RJ0592* NAVD 88     -       189.601  (meters)     622.05   (feet)  ADJUSTED  
 RJ0592  ___________________________________________________________________
 RJ0592  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 RJ0592  DYNAMIC HT  -         189.609 (meters)     622.08  (feet)  COMP
 RJ0592  MODELED GRAV-     980,654.6   (mgal)                       NAVD 88
 RJ0592
 RJ0592  VERT ORDER  -  FIRST     CLASS 0
 RJ0592
 RJ0592.The horizontal coordinates were scaled from a topographic map and have
 RJ0592.an estimated accuracy of +/- 6 seconds.
 RJ0592
 RJ0592.The orthometric height was determined by differential leveling
 RJ0592.and adjusted by the National Geodetic Survey in June 1991..
 RJ0592
 RJ0592.The geoid height was determined by GEOID03.
 RJ0592
 RJ0592.The dynamic height is computed by dividing the NAVD 88
 RJ0592.geopotential number by the normal gravity value computed on the
 RJ0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0592.degrees latitude (g = 980.6199 gals.).
 RJ0592
 RJ0592.The modeled gravity was interpolated from observed gravity values.
 RJ0592
 RJ0592;                    North         East    Units  Estimated Accuracy
 RJ0592;SPC MI N     -   183,810.    8,186,680.      MT  (+/- 180 meters Scaled)
 RJ0592
 RJ0592                          SUPERSEDED SURVEY CONTROL
 RJ0592
 RJ0592.No superseded survey control is available for this station.
 RJ0592
 RJ0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS866426(NAD 83)
 RJ0592_MARKER: DB = BENCH MARK DISK
 RJ0592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0592_SP_SET: BRIDGE ABUTMENT
 RJ0592_STAMPING: K 295 1983
 RJ0592_MARK LOGO: NGS   
 RJ0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RJ0592+STABILITY: POSITION/ELEVATION WELL
 RJ0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0592+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2006
 RJ0592
 RJ0592  HISTORY     - Date     Condition        Report By
 RJ0592  HISTORY     - 1983     MONUMENTED       NGS
 RJ0592  HISTORY     - 20020910 GOOD             MIDT
 RJ0592  HISTORY     - 20040825 GOOD             USPSQD
 RJ0592  HISTORY     - 20060829 GOOD             USPSQD
 RJ0592
 RJ0592                          STATION DESCRIPTION
 RJ0592
 RJ0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0592'1.0 KM (0.6 MI) NORTH FROM BRIMLEY.
 RJ0592'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0592'BRIMLEY, THENCE 0.2 KM (0.1 MI) EAST ALONG WAISKA BAY ROAD TO THE
 RJ0592'MARK, SET IN THE NORTHEAST ABUTMENT OF A BRIDGE, 6.3 METERS (20.8 FT)
 RJ0592'NORTH OF THE CENTERLINE OF WAISKA BAY ROAD, 7.9 METERS (26.0 FT) WEST
 RJ0592'OF THE CENTER OF DRIVEWAY TO A CEMETERY, AND 2.5 METERS (8.3 FT) SOUTH
 RJ0592'OF POWERLINE POLE NUMBER E 23701.  NOTE, BRIDGE SUPPORTS ARE DRILLED
 RJ0592'INTO ROCK AT APPROXIMATELY 150 FEET.
 RJ0592'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0592
 RJ0592                          STATION RECOVERY (2002)
 RJ0592
 RJ0592'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 RJ0592'RECOVERED IN GOOD CONDITION.
 RJ0592
 RJ0592                          STATION RECOVERY (2004)
 RJ0592
 RJ0592'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0592'RECOVERED IN GOOD CONDITION.
 RJ0592
 RJ0592                          STATION RECOVERY (2006)
 RJ0592
 RJ0592'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0631 ***********************************************************************
 RJ0631  DESIGNATION -  K 296
 RJ0631  PID         -  RJ0631
 RJ0631  STATE/COUNTY-  MI/CHIPPEWA
 RJ0631  USGS QUAD   -  BARBEAU (1975)
 RJ0631
 RJ0631                         *CURRENT SURVEY CONTROL
 RJ0631  ___________________________________________________________________
 RJ0631* NAD 83(1986)-  46 16 32.     (N)    084 16 49.     (W)     SCALED    
 RJ0631* NAVD 88     -       191.315  (meters)     627.67   (feet)  ADJUSTED  
 RJ0631  ___________________________________________________________________
 RJ0631  GEOID HEIGHT-         -36.41  (meters)                     GEOID03
 RJ0631  DYNAMIC HT  -         191.325 (meters)     627.71  (feet)  COMP
 RJ0631  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RJ0631
 RJ0631  VERT ORDER  -  FIRST     CLASS 0
 RJ0631
 RJ0631.The horizontal coordinates were scaled from a topographic map and have
 RJ0631.an estimated accuracy of +/- 6 seconds.
 RJ0631
 RJ0631.The orthometric height was determined by differential leveling
 RJ0631.and adjusted by the National Geodetic Survey in June 1991..
 RJ0631
 RJ0631.The geoid height was determined by GEOID03.
 RJ0631
 RJ0631.The dynamic height is computed by dividing the NAVD 88
 RJ0631.geopotential number by the normal gravity value computed on the
 RJ0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0631.degrees latitude (g = 980.6199 gals.).
 RJ0631
 RJ0631.The modeled gravity was interpolated from observed gravity values.
 RJ0631
 RJ0631;                    North         East    Units  Estimated Accuracy
 RJ0631;SPC MI N     -   169,450.    8,209,570.      MT  (+/- 180 meters Scaled)
 RJ0631
 RJ0631                          SUPERSEDED SURVEY CONTROL
 RJ0631
 RJ0631.No superseded survey control is available for this station.
 RJ0631
 RJ0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS095282(NAD 83)
 RJ0631_MARKER: I = METAL ROD
 RJ0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0631_SP_SET: STAINLESS STEEL ROD
 RJ0631_STAMPING: K 296 1983
 RJ0631_MARK LOGO: NGS   
 RJ0631_PROJECTION: FLUSH
 RJ0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0631_ROD/PIPE-DEPTH: 12.2 meters
 RJ0631
 RJ0631  HISTORY     - Date     Condition        Report By
 RJ0631  HISTORY     - 1983     MONUMENTED       NGS
 RJ0631
 RJ0631                          STATION DESCRIPTION
 RJ0631
 RJ0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0631'1.4 KM (0.9 MI) SOUTH FROM BARBEAU.
 RJ0631'1.4 KM (0.9 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0631'BARBEAU TO THE MARK ON THE LEFT, 14.2 METERS (46.5 FT) EAST OF THE
 RJ0631'CENTERLINE OF RIVERSIDE ROAD, 18.5 METERS (60.6 FT) WEST-NORTHWEST OF
 RJ0631'NORTHWEST CORNER OF A TRAILER HOUSE, 8.9 METERS (29.1 FT) SOUTH OF THE
 RJ0631'CENTER OF A LARGE WILLOW TREE, AND 1.1 METERS (3.5 FT) WEST OF
 RJ0631'A POWERLINE POLE.
 RJ0631'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 RJ0631'THE MARK IS 0.6 M BELOW RIVERSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0672 ***********************************************************************
 RJ0672  DESIGNATION -  K 297
 RJ0672  PID         -  RJ0672
 RJ0672  STATE/COUNTY-  MI/CHIPPEWA
 RJ0672  USGS QUAD   -  OAK RIDGE (1976)
 RJ0672
 RJ0672                         *CURRENT SURVEY CONTROL
 RJ0672  ___________________________________________________________________
 RJ0672* NAD 83(1994)-  46 17 18.39539(N)    084 09 50.24785(W)     ADJUSTED  
 RJ0672* NAVD 88     -       201.427  (meters)     660.85   (feet)  ADJUSTED  
 RJ0672  ___________________________________________________________________
 RJ0672  X           -     448,958.539 (meters)                     COMP
 RJ0672  Y           -  -4,392,429.975 (meters)                     COMP
 RJ0672  Z           -   4,587,580.416 (meters)                     COMP
 RJ0672  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 RJ0672  ELLIP HEIGHT-         164.81  (meters)          (07/12/02) GPS OBS
 RJ0672  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 RJ0672  DYNAMIC HT  -         201.437 (meters)     660.88  (feet)  COMP
 RJ0672  MODELED GRAV-     980,663.3   (mgal)                       NAVD 88
 RJ0672
 RJ0672  HORZ ORDER  -  A
 RJ0672  VERT ORDER  -  FIRST     CLASS 0
 RJ0672  ELLP ORDER  -  THIRD     CLASS II
 RJ0672
 RJ0672.This is a reference station for the NEEBISH ISLAND 3
 RJ0672.National Continuously Operating Reference Station (NEB3).
 RJ0672
 RJ0672.The horizontal coordinates were established by GPS observations
 RJ0672.and adjusted by the National Geodetic Survey in September 1995..
 RJ0672
 RJ0672.The orthometric height was determined by differential leveling
 RJ0672.and adjusted by the National Geodetic Survey in June 1991..
 RJ0672
 RJ0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0672
 RJ0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0672
 RJ0672.The ellipsoidal height was determined by GPS observations
 RJ0672.and is referenced to NAD 83.
 RJ0672
 RJ0672.The geoid height was determined by GEOID03.
 RJ0672
 RJ0672.The dynamic height is computed by dividing the NAVD 88
 RJ0672.geopotential number by the normal gravity value computed on the
 RJ0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0672.degrees latitude (g = 980.6199 gals.).
 RJ0672
 RJ0672.The modeled gravity was interpolated from observed gravity values.
 RJ0672
 RJ0672;                    North         East     Units Scale Factor Converg.
 RJ0672;SPC MI N     -   171,192.592 8,218,476.981   MT  0.99990284   +2 02 59.5
 RJ0672;SPC MI N     -   561,655.49 26,963,507.16   iFT  0.99990284   +2 02 59.5
 RJ0672;UTM  16      - 5,130,005.881   718,453.505   MT  1.00018666   +2 03 02.8
 RJ0672
 RJ0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0672!SPC MI N     -   0.99997416  x   0.99990284  =   0.99987701
 RJ0672!UTM  16      -   0.99997416  x   1.00018666  =   1.00016082
 RJ0672
 RJ0672                          SUPERSEDED SURVEY CONTROL
 RJ0672
 RJ0672  ELLIP H (12/10/96)  164.78   (m)                       GP(       ) 3 1
 RJ0672  ELLIP H (09/21/95)  164.90   (m)                       GP(       ) 2 1
 RJ0672  NAVD 88 (09/21/95)  201.43   (m)          660.9    (f) LEVELING    3  
 RJ0672
 RJ0672.Superseded values are not recommended for survey control.
 RJ0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0672.See file dsdata.txt to determine how the superseded data were derived.
 RJ0672
 RJ0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1845430006(NAD 83)
 RJ0672_MARKER: I = METAL ROD
 RJ0672_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ0672_SP_SET: STAINLESS STEEL ROD
 RJ0672_STAMPING: K 297 1983
 RJ0672_MARK LOGO: NGS   
 RJ0672_PROJECTION: FLUSH
 RJ0672_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0672+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1996
 RJ0672_ROD/PIPE-DEPTH: 3.7  meters
 RJ0672_SLEEVE-DEPTH  : 1.0 meters
 RJ0672
 RJ0672  HISTORY     - Date     Condition        Report By
 RJ0672  HISTORY     - 1983     MONUMENTED       NGS
 RJ0672  HISTORY     - 19940629 GOOD             NGS
 RJ0672  HISTORY     - 19960516 GOOD             NGS
 RJ0672
 RJ0672                          STATION DESCRIPTION
 RJ0672
 RJ0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0672'3.6 KM (2.25 MI) EAST FROM OAK RIDGE.
 RJ0672'3.6 KM (2.25 MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY
 RJ0672'LANDING IN OAK RIDGE ON NEEBISH ISLAND, 0.64 KM (0.4 MI) WEST OF
 RJ0672'BRANDER ROAD LEADING NORTH, 9.14 METERS (30.0 FT) SOUTH OF THE
 RJ0672'APPROXIMATE CENTER OF THE ROAD, 1.92 METERS (6.3 FT) SOUTHWEST OF A
 RJ0672'POWERLINE POLE, 0.30 METERS (1.0 FT) NORTH OF AN EAST-WEST FENCE LINE,
 RJ0672'17.98 METERS (59.0 FT) WEST OF THE APPROXIMATE CENTER OF AN ERODED
 RJ0672'DRAINAGE DITCH, AND 19.5 METERS (64.0 FT) WEST OF AN NORTH-SOUTH FENCE
 RJ0672'LINE JUNCTION.  NOTE, DRIVEN TO REFUSAL.
 RJ0672'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 RJ0672'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0672
 RJ0672                          STATION RECOVERY (1994)
 RJ0672
 RJ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ0672'FERRY CROSSING REQUIRED TO REACH STATION.  IT LEAVES MAINLAND AT 7, 8
 RJ0672'AND 9 AM, NOON, 3, 4, 5, 6, AND 7 PM.  COST IS 6.50 PER VEHICLE PLUS
 RJ0672'1.50 PER PASSENGER.  CALL 906-635-0941 FOR MORE INFORMATION.
 RJ0672' 
 RJ0672'STATION IS LOCATED ABOUT 20 KM (12.40 MI) SOUTHEAST OF SAULT STE
 RJ0672'MARIE, ON NEEBISH ISLAND, ALONG A PAVED ROAD, AT A PASTURE FENCE, ON
 RJ0672'THE NORTH EDGE OF SECTION 22, T 45 N, R 2 E.  OWNERSHIP--STATE
 RJ0672'DEPARTMENT OF TRANSPORTATION.
 RJ0672' 
 RJ0672'TO REACH FROM THE UNDERPASS AT EXIT 378 (KINROSS EXIT) OF INTERSTATE
 RJ0672'HIGHWAY 75, ABOUT 25 KM (15.55 MI) SOUTH OF SAULT STE MARIE, GO EAST
 RJ0672'ON TONE ROAD FOR 12.14 KM (7.55 MI) TO A T-ROAD.  TURN LEFT, NORTH, ON
 RJ0672'STATE HIGHWAY 129 FOR 3.23 KM (2.00 MI) TO A PAVED ROAD RIGHT. TURN
 RJ0672'RIGHT, EAST ON FIFTEEN MILE ROAD FOR 10.85 KM (6.75 MI) TO A T-ROAD
 RJ0672'NEAR THE SHORE.  TURN RIGHT, SOUTH, ON SCENIC DRIVE FOR 1.05 KM (0.65
 RJ0672'MI) TO A PAVED ROAD LEFT.  TURN LEFT, EAST, ON NEEBISH ROAD FOR 0.30
 RJ0672'KM (0.20 MI) TO ITS END AT MORTONS LANDING AND THE FERRY SLIP.  CROSS
 RJ0672'WATER, THEN GO EASTERLY ON PAVED ROAD FOR 0.56 KM (0.35 MI) TO A
 RJ0672'T-ROAD.  TURN RIGHT, EAST, ON 15 MILE (24.1 KM) ROAD FOR 3.20 KM (2.00
 RJ0672'MI) TO THE STATION ON THE RIGHT, 0.64 KM (0.40 MI) BEFORE REACHING A
 RJ0672'CROSSROAD.
 RJ0672' 
 RJ0672'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 RJ0672'PVC PIPE WITH LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 RJ0672'LOCATED 19.5 M (64.0 FT) WEST OF A T-FENCE CORNER, 16.98 M (55.71 FT)
 RJ0672'WEST OF APPROXIMATE CENTER OF A DRAIN DITCH, 16.6 M (54.5 FT) WEST
 RJ0672'FROM AN ORANGE CULVERT MARKER METAL POST, 8.3 M (27.2 FT) SOUTH OF THE
 RJ0672'ROAD CENTER, 0.4 M (1.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST AND
 RJ0672'0.3 M (1.0 FT) NORTH OF A WIRE FENCE.
 RJ0672' 
 RJ0672'DESCRIBED BY G.R. HEID.
 RJ0672
 RJ0672                          STATION RECOVERY (1996)
 RJ0672
 RJ0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RPB)
 RJ0672'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0677 ***********************************************************************
 OJ0677  DESIGNATION -  K 299
 OJ0677  PID         -  OJ0677
 OJ0677  STATE/COUNTY-  MI/BAY
 OJ0677  USGS QUAD   -  BAY CITY (1973)
 OJ0677
 OJ0677                         *CURRENT SURVEY CONTROL
 OJ0677  ___________________________________________________________________
 OJ0677* NAD 83(1986)-  43 36 24.     (N)    083 54 38.     (W)     SCALED    
 OJ0677* NAVD 88     -       183.779  (meters)     602.95   (feet)  ADJUSTED  
 OJ0677  ___________________________________________________________________
 OJ0677  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0677  DYNAMIC HT  -         183.743 (meters)     602.83  (feet)  COMP
 OJ0677  MODELED GRAV-     980,420.9   (mgal)                       NAVD 88
 OJ0677
 OJ0677  VERT ORDER  -  FIRST     CLASS II
 OJ0677
 OJ0677.The horizontal coordinates were scaled from a topographic map and have
 OJ0677.an estimated accuracy of +/- 6 seconds.
 OJ0677
 OJ0677.The orthometric height was determined by differential leveling
 OJ0677.and adjusted by the National Geodetic Survey in June 1991..
 OJ0677
 OJ0677.The geoid height was determined by GEOID03.
 OJ0677
 OJ0677.The dynamic height is computed by dividing the NAVD 88
 OJ0677.geopotential number by the normal gravity value computed on the
 OJ0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0677.degrees latitude (g = 980.6199 gals.).
 OJ0677
 OJ0677.The modeled gravity was interpolated from observed gravity values.
 OJ0677
 OJ0677;                    North         East    Units  Estimated Accuracy
 OJ0677;SPC MI S     -   234,110.    4,036,820.      MT  (+/- 180 meters Scaled)
 OJ0677
 OJ0677                          SUPERSEDED SURVEY CONTROL
 OJ0677
 OJ0677.No superseded survey control is available for this station.
 OJ0677
 OJ0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ651323(NAD 83)
 OJ0677_MARKER: DB = BENCH MARK DISK
 OJ0677_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OJ0677_SP_SET: WALL
 OJ0677_STAMPING: K 299 1983
 OJ0677_MARK LOGO: NGS   
 OJ0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OJ0677+STABILITY: POSITION/ELEVATION WELL
 OJ0677
 OJ0677  HISTORY     - Date     Condition        Report By
 OJ0677  HISTORY     - 1983     MONUMENTED       NGS
 OJ0677  HISTORY     - 19950915 GOOD             USPSQD
 OJ0677
 OJ0677                          STATION DESCRIPTION
 OJ0677
 OJ0677'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0677'IN BAY CITY.
 OJ0677'IN BAY CITY, A DISK SET VERTICALLY IN THE EAST FACE OF THOMAS LINCOLN
 OJ0677'HANDY SENIOR HIGH SCHOOL BY THE MAIN ENTRANCE TO THE OLD PORTION OF
 OJ0677'BUILDING ON THE EAST SIDE, SCHOOL IS BETWEEN NORTH AND SOUTH UNION
 OJ0677'STREET, 3.20 METERS (10.5 FT) SOUTH OF THE MAIN ENTRANCE TO HIGH
 OJ0677'SCHOOL ON EAST SIDE, 0.30 METER (1.0 FT) ABOVE THE GROUND, AND
 OJ0677'0.18 METER (0.6 FT) SOUTH OF CORNER OF 4.5-FOOT PROTRUDING PORTION OF
 OJ0677'THE FOUNDATION.
 OJ0677'THE MARK IS 0.6 M ABOVE GROUND.
 OJ0677
 OJ0677                          STATION RECOVERY (1995)
 OJ0677
 OJ0677'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0677'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0306 ***********************************************************************
 QL0306  DESIGNATION -  K 30
 QL0306  PID         -  QL0306
 QL0306  STATE/COUNTY-  MI/MENOMINEE
 QL0306  USGS QUAD   -  STEPHENSON (1982)
 QL0306
 QL0306                         *CURRENT SURVEY CONTROL
 QL0306  ___________________________________________________________________
 QL0306* NAD 83(1986)-  45 25 35.     (N)    087 36 30.     (W)     SCALED    
 QL0306* NAVD 88     -       209.309  (meters)     686.71   (feet)  ADJUSTED  
 QL0306  ___________________________________________________________________
 QL0306  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 QL0306  DYNAMIC HT  -         209.294 (meters)     686.66  (feet)  COMP
 QL0306  MODELED GRAV-     980,539.1   (mgal)                       NAVD 88
 QL0306
 QL0306  VERT ORDER  -  FIRST     CLASS II
 QL0306
 QL0306.The horizontal coordinates were scaled from a topographic map and have
 QL0306.an estimated accuracy of +/- 6 seconds.
 QL0306
 QL0306.The orthometric height was determined by differential leveling
 QL0306.and adjusted by the National Geodetic Survey in June 1991..
 QL0306
 QL0306.The geoid height was determined by GEOID03.
 QL0306
 QL0306.The dynamic height is computed by dividing the NAVD 88
 QL0306.geopotential number by the normal gravity value computed on the
 QL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0306.degrees latitude (g = 980.6199 gals.).
 QL0306
 QL0306.The modeled gravity was interpolated from observed gravity values.
 QL0306
 QL0306;                    North         East    Units  Estimated Accuracy
 QL0306;SPC MI N     -    71,660.    7,952,390.      MT  (+/- 180 meters Scaled)
 QL0306
 QL0306                          SUPERSEDED SURVEY CONTROL
 QL0306
 QL0306  NGVD 29 (??/??/92)  209.326  (m)          686.76   (f) ADJ UNCH    1 2
 QL0306
 QL0306.Superseded values are not recommended for survey control.
 QL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0306.See file dsdata.txt to determine how the superseded data were derived.
 QL0306
 QL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR524304(NAD 83)
 QL0306_MARKER: DB = BENCH MARK DISK
 QL0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0306_SP_SET: CULVERT
 QL0306_STAMPING: 686.764 K 30 1930
 QL0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0306+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2006
 QL0306
 QL0306  HISTORY     - Date     Condition        Report By
 QL0306  HISTORY     - 1930     MONUMENTED       CGS
 QL0306  HISTORY     - 1934     GOOD             NGS
 QL0306  HISTORY     - 19910404 GOOD             USPSQD
 QL0306  HISTORY     - 20000202 GOOD             MIDT
 QL0306  HISTORY     - 20060427 GOOD             USPSQD
 QL0306
 QL0306                          STATION DESCRIPTION
 QL0306
 QL0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QL0306'0.8 MI N FROM STEPHENSON.
 QL0306'0.8 MILE NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 QL0306'THE STATION AT STEPHENSON, MENOMINEE COUNTY, AT CULVERT 157, IN
 QL0306'THE SOUTH END OF THE WEST HEADWALL, AND 12 FEET WEST OF THE WEST
 QL0306'RAIL.  A STANDARD DISK, STAMPED 686.764 K 30 1930.
 QL0306
 QL0306                          STATION RECOVERY (1991)
 QL0306
 QL0306'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0306'RECOVERED IN GOOD CONDITION.
 QL0306
 QL0306                          STATION RECOVERY (2000)
 QL0306
 QL0306'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 QL0306'STEPHENSON, 0.6 MI -N- OF THE HIGH SCHOOL ALONG RAILROAD STREET (OLD
 QL0306'US-41) TO THE MARK ON RIGHT (0.4 MI -N- OF RIVER RD JUNCTION). 69 FT
 QL0306' 
 QL0306'-E- OF THE C/L RAILROAD ST, 11.5 FT -W- OF THE W RAIL, 1.3 FT -N- OF
 QL0306'WITNESS POST, IN TOP OF -S- END, -W- CULVERT HEADWALL.
 QL0306
 QL0306                          STATION RECOVERY (2006)
 QL0306
 QL0306'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0306'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0541 ***********************************************************************
 QK0541  DESIGNATION -  K 301
 QK0541  PID         -  QK0541
 QK0541  STATE/COUNTY-  MI/CHEBOYGAN
 QK0541  USGS QUAD   -  
 QK0541
 QK0541                         *CURRENT SURVEY CONTROL
 QK0541  ___________________________________________________________________
 QK0541* NAD 83(1986)-  45 38 26.     (N)    084 27 33.     (W)     SCALED    
 QK0541* NAVD 88     -       179.733  (meters)     589.67   (feet)  ADJUSTED  
 QK0541  ___________________________________________________________________
 QK0541  GEOID HEIGHT-         -35.97  (meters)                     GEOID03
 QK0541  DYNAMIC HT  -         179.730 (meters)     589.66  (feet)  COMP
 QK0541  MODELED GRAV-     980,597.9   (mgal)                       NAVD 88
 QK0541  OBS GRAVITY -     980,601.9   (mgal)                       GRAV_OBS
 QK0541
 QK0541  VERT ORDER  -  FIRST     CLASS II
 QK0541
 QK0541.The horizontal coordinates were scaled from a topographic map and have
 QK0541.an estimated accuracy of +/- 6 seconds.
 QK0541
 QK0541.The orthometric height was determined by differential leveling
 QK0541.and adjusted by the National Geodetic Survey in June 1991..
 QK0541
 QK0541.The geoid height was determined by GEOID03.
 QK0541
 QK0541.The dynamic height is computed by dividing the NAVD 88
 QK0541.geopotential number by the normal gravity value computed on the
 QK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0541.degrees latitude (g = 980.6199 gals.).
 QK0541
 QK0541.The modeled gravity was interpolated from observed gravity values.
 QK0541.The observed gravity was obtained from relative gravimeter ties
 QK0541.to the IGSN71 gravity network.
 QK0541
 QK0541;                    North         East    Units  Estimated Accuracy
 QK0541;SPC MI C     -   258,240.    5,992,790.      MT  (+/- 180 meters Scaled)
 QK0541
 QK0541                          SUPERSEDED SURVEY CONTROL
 QK0541
 QK0541.No superseded survey control is available for this station.
 QK0541
 QK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR980572(NAD 83)
 QK0541_MARKER: I = METAL ROD
 QK0541_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0541_SP_SET: STAINLESS STEEL ROD
 QK0541_STAMPING: K 301 1983
 QK0541_MARK LOGO: NGS   
 QK0541_PROJECTION: RECESSED 3 CENTIMETERS
 QK0541_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0541+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996
 QK0541_ROD/PIPE-DEPTH: 19.5 meters
 QK0541
 QK0541  HISTORY     - Date     Condition        Report By
 QK0541  HISTORY     - 1983     MONUMENTED       NGS
 QK0541  HISTORY     - 19960314 GOOD             NGS
 QK0541  HISTORY     - 20041004 MARK NOT FOUND   USPSQD
 QK0541
 QK0541                          STATION DESCRIPTION
 QK0541
 QK0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0541'1.8 KM (1.15 MI) EAST FROM CHEBOYGAN.
 QK0541'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0541'THE POST OFFICE IN CHEBOYGAN, THENCE 1.4 KM (0.9 MI) EAST ALONG U.S.
 QK0541'HIGHWAY 23 (STATE STREET) AT THE SOUTH OF A CHAIN LINK FENCE AT THE
 QK0541'SOUTHEAST CORNER OF THE K-MART PARKING LOT, 22.09 METERS (72.5 FT)
 QK0541'NORTH OF THE CENTERLINE OF HIGHWAY 23, 12.64 METERS (41.5 FT) EAST OF
 QK0541'THE CENTER OF THE EAST ENTRANCE TO THE K-MART, 7.89 METERS (25.9 FT)
 QK0541'EAST-NORTHEAST OF A METAL POLE WITH A LIGHT ATTACHED, 6.97 METERS
 QK0541'(22.9 FT) NORTHEAST OF A POWERLINE POLE, 0.24 METER (0.8 FT) WEST OF
 QK0541'THE SOUTH END POST OF THE CHAIN LINK FENCE, AND 0.73 METER (2.4 FT)
 QK0541'EAST OF THE SOUTHEAST CORNER OF A METAL COVERED POLE SUPPORTING THE
 QK0541'K-MART SIGN.
 QK0541'THE MARK IS 0.35 METERS  SW FROM A WITNESS POST.
 QK0541'THE MARK IS 0.46 M BELOW HIGHWAY 23.
 QK0541
 QK0541                          STATION RECOVERY (1996)
 QK0541
 QK0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 QK0541'1.4 KM (0.85 MI) SOUTHERLY ALONG U.S.  HIGHWAY 23 FROM THE JUNCTION OF
 QK0541'STATE HIGHWAY 27 IN CHEBOYGAN, 22.1 M (72.5 FT) NORTH OF THE HIGHWAY
 QK0541'CENTERLINE, 12.8 M (42.0 FT) EAST OF THE EAST ENTRANCE TO THE K-MART
 QK0541'PARKING LOT, 7.9 M (25.9 FT) EAST OF A UTILITY LIGHT POLE, 7.0 M (23.0
 QK0541'FT) NORTHEAST OF A UTILITY POLE, 0.7 M (2.3 FT) EAST OF THE SOUTHEAST
 QK0541'CORNER OF A SIGN (K-MART) , AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 QK0541'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 QK0541'CAP.
 QK0541
 QK0541                          STATION RECOVERY (2004)
 QK0541
 QK0541'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0189 ***********************************************************************
 QJ0189  DESIGNATION -  K 302
 QJ0189  PID         -  QJ0189
 QJ0189  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0189  USGS QUAD   -  MOLTKE (1971)
 QJ0189
 QJ0189                         *CURRENT SURVEY CONTROL
 QJ0189  ___________________________________________________________________
 QJ0189* NAD 83(1986)-  45 29 13.     (N)    083 56 48.     (W)     SCALED    
 QJ0189* NAVD 88     -       189.014  (meters)     620.12   (feet)  ADJUSTED  
 QJ0189  ___________________________________________________________________
 QJ0189  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 QJ0189  DYNAMIC HT  -         189.006 (meters)     620.10  (feet)  COMP
 QJ0189  MODELED GRAV-     980,571.5   (mgal)                       NAVD 88
 QJ0189
 QJ0189  VERT ORDER  -  FIRST     CLASS II
 QJ0189
 QJ0189.The horizontal coordinates were scaled from a topographic map and have
 QJ0189.an estimated accuracy of +/- 6 seconds.
 QJ0189
 QJ0189.The orthometric height was determined by differential leveling
 QJ0189.and adjusted by the National Geodetic Survey in June 1991..
 QJ0189
 QJ0189.The geoid height was determined by GEOID03.
 QJ0189
 QJ0189.The dynamic height is computed by dividing the NAVD 88
 QJ0189.geopotential number by the normal gravity value computed on the
 QJ0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0189.degrees latitude (g = 980.6199 gals.).
 QJ0189
 QJ0189.The modeled gravity was interpolated from observed gravity values.
 QJ0189
 QJ0189;                    North         East    Units  Estimated Accuracy
 QJ0189;SPC MI C     -   241,250.    6,032,830.      MT  (+/- 180 meters Scaled)
 QJ0189
 QJ0189                          SUPERSEDED SURVEY CONTROL
 QJ0189
 QJ0189.No superseded survey control is available for this station.
 QJ0189
 QJ0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL697412(NAD 83)
 QJ0189_MARKER: I = METAL ROD
 QJ0189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0189_SP_SET: STAINLESS STEEL ROD
 QJ0189_STAMPING: K 302 1983
 QJ0189_MARK LOGO: NGS   
 QJ0189_PROJECTION: FLUSH
 QJ0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0189_ROD/PIPE-DEPTH: 15.8 meters
 QJ0189
 QJ0189  HISTORY     - Date     Condition        Report By
 QJ0189  HISTORY     - 1983     MONUMENTED       NGS
 QJ0189  HISTORY     - 20030627 MARK NOT FOUND   USPSQD
 QJ0189
 QJ0189                          STATION DESCRIPTION
 QJ0189
 QJ0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0189'13.4 KM (8.35 MI) NW FROM ROGERS CITY.
 QJ0189'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0189'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 11.6 KM (7.25 MI)
 QJ0189'NORTHWEST ALONG U.S. HIGHWAY 23 AT A RECESSED AREA ABOUT 1.2 METERS
 QJ0189'(4.0 FT) BELOW THE HIGHWAY AND ABOUT 45.7 METERS (150.0 FT) LONG, IS
 QJ0189'SET BY A TELEPHONE JUNCTION BOX, 8.8 KM (0.55 MI) WEST OF CEDAR ROAD
 QJ0189'LEADING NORTH, 22.40 METERS (73.5 FT) SOUTH OF THE CENTERLINE OF
 QJ0189'HIGHWAY 23, 34.74 METERS (114.0 FT) EAST OF A METAL POST WITH A BURIED
 QJ0189'CABLE SIGN ATTACHED, AND 0.85 METER (2.8 FT) WEST-SOUTHWEST OF THE
 QJ0189'TELEPHONE JUNCTION BOX WHICH PROJECTS 1.31 METERS (4.3 FT).  NOTE,
 QJ0189'DRIVING RATE MET, ROD ANCHORED.
 QJ0189'THE MARK IS 0.39 METERS  E FROM A WITNESS POST.
 QJ0189'THE MARK IS 1.2 M BELOW HIGHWAY 23.
 QJ0189
 QJ0189                          STATION RECOVERY (2003)
 QJ0189
 QJ0189'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0189'NEW CABLE LINE HAS BEEN BURIED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0701 ***********************************************************************
 OJ0701  DESIGNATION -  K 303
 OJ0701  PID         -  OJ0701
 OJ0701  STATE/COUNTY-  MI/ARENAC
 OJ0701  USGS QUAD   -  STANDISH (1973)
 OJ0701
 OJ0701                         *CURRENT SURVEY CONTROL
 OJ0701  ___________________________________________________________________
 OJ0701* NAD 83(1986)-  43 55 46.     (N)    083 55 35.     (W)     SCALED    
 OJ0701* NAVD 88     -       183.773  (meters)     602.93   (feet)  ADJUSTED  
 OJ0701  ___________________________________________________________________
 OJ0701  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 OJ0701  DYNAMIC HT  -         183.742 (meters)     602.83  (feet)  COMP
 OJ0701  MODELED GRAV-     980,444.1   (mgal)                       NAVD 88
 OJ0701
 OJ0701  VERT ORDER  -  FIRST     CLASS II
 OJ0701
 OJ0701.The horizontal coordinates were scaled from a topographic map and have
 OJ0701.an estimated accuracy of +/- 6 seconds.
 OJ0701
 OJ0701.The orthometric height was determined by differential leveling
 OJ0701.and adjusted by the National Geodetic Survey in June 1991..
 OJ0701
 OJ0701.The geoid height was determined by GEOID03.
 OJ0701
 OJ0701.The dynamic height is computed by dividing the NAVD 88
 OJ0701.geopotential number by the normal gravity value computed on the
 OJ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0701.degrees latitude (g = 980.6199 gals.).
 OJ0701
 OJ0701.The modeled gravity was interpolated from observed gravity values.
 OJ0701
 OJ0701;                    North         East    Units  Estimated Accuracy
 OJ0701;SPC MI C     -    68,190.    6,035,360.      MT  (+/- 180 meters Scaled)
 OJ0701
 OJ0701                          SUPERSEDED SURVEY CONTROL
 OJ0701
 OJ0701.No superseded survey control is available for this station.
 OJ0701
 OJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ650682(NAD 83)
 OJ0701_MARKER: I = METAL ROD
 OJ0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0701_SP_SET: STAINLESS STEEL ROD
 OJ0701_STAMPING: K 303 1983
 OJ0701_MARK LOGO: NGS   
 OJ0701_PROJECTION: FLUSH
 OJ0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0701+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0701_ROD/PIPE-DEPTH: 3.04 meters
 OJ0701
 OJ0701  HISTORY     - Date     Condition        Report By
 OJ0701  HISTORY     - 1983     MONUMENTED       NGS
 OJ0701  HISTORY     - 20010811 GOOD             USPSQD
 OJ0701  HISTORY     - 20060128 GOOD             USPSQD
 OJ0701
 OJ0701                          STATION DESCRIPTION
 OJ0701
 OJ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0701'10.3 KM (6.4 MI) NE FROM PINCONNING.
 OJ0701'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0701'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0701'ESTEY ROAD, THENCE 7.1 KM (4.4 MI) NORTH ALONG SHORE ROAD (WHICH TURNS
 OJ0701'INTO ARENAC STATE ROAD) TO THE MARK ON THE LEFT, 25.11 METERS
 OJ0701'(82.4 FT) WEST OF THE CENTERLINE OF ARENAC STATE ROAD, 22.12 METERS
 OJ0701'(72.6 FT) NORTH OF THE NORTHWEST CORNER OF A ONE STORY HOUSE, AND
 OJ0701'0.94 METER (3.1 FT) EAST OF A POWERLINE POLE.  NOTE, THE ROD WAS
 OJ0701'DRIVEN TO REFUSAL.
 OJ0701'THE MARK IS 0.88 METERS  E FROM A WITNESS POST.
 OJ0701'THE MARK IS 0.30 M BELOW ROAD.
 OJ0701
 OJ0701                          STATION RECOVERY (2001)
 OJ0701
 OJ0701'RECOVERY NOTE BY US POWER SQUADRON 2001 (DL)
 OJ0701'RECOVERED IN GOOD CONDITION.
 OJ0701
 OJ0701                          STATION RECOVERY (2006)
 OJ0701
 OJ0701'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0190 ***********************************************************************
 PK0190  DESIGNATION -  K 304
 PK0190  PID         -  PK0190
 PK0190  STATE/COUNTY-  MI/IOSCO
 PK0190  USGS QUAD   -  EAST TAWAS (1989)
 PK0190
 PK0190                         *CURRENT SURVEY CONTROL
 PK0190  ___________________________________________________________________
 PK0190* NAD 83(1986)-  44 18 23.     (N)    083 23 58.     (W)     SCALED    
 PK0190* NAVD 88     -       179.350  (meters)     588.42   (feet)  ADJUSTED  
 PK0190  ___________________________________________________________________
 PK0190  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0190  DYNAMIC HT  -         179.329 (meters)     588.35  (feet)  COMP
 PK0190  MODELED GRAV-     980,495.8   (mgal)                       NAVD 88
 PK0190
 PK0190  VERT ORDER  -  FIRST     CLASS II
 PK0190
 PK0190.The horizontal coordinates were scaled from a topographic map and have
 PK0190.an estimated accuracy of +/- 6 seconds.
 PK0190
 PK0190.The orthometric height was determined by differential leveling
 PK0190.and adjusted by the National Geodetic Survey in June 1991..
 PK0190
 PK0190.The geoid height was determined by GEOID03.
 PK0190
 PK0190.The dynamic height is computed by dividing the NAVD 88
 PK0190.geopotential number by the normal gravity value computed on the
 PK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0190.degrees latitude (g = 980.6199 gals.).
 PK0190
 PK0190.The modeled gravity was interpolated from observed gravity values.
 PK0190
 PK0190;                    North         East    Units  Estimated Accuracy
 PK0190;SPC MI C     -   110,440.    6,077,170.      MT  (+/- 180 meters Scaled)
 PK0190
 PK0190                          SUPERSEDED SURVEY CONTROL
 PK0190
 PK0190.No superseded survey control is available for this station.
 PK0190
 PK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK086087(NAD 83)
 PK0190_MARKER: I = METAL ROD
 PK0190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0190_SP_SET: STAINLESS STEEL ROD
 PK0190_STAMPING: K 304 1983
 PK0190_MARK LOGO: NGS   
 PK0190_PROJECTION: FLUSH
 PK0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0190+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PK0190_ROD/PIPE-DEPTH: 19.5 meters
 PK0190
 PK0190  HISTORY     - Date     Condition        Report By
 PK0190  HISTORY     - 1983     MONUMENTED       NGS
 PK0190  HISTORY     - 20050816 GOOD             USPSQD
 PK0190
 PK0190                          STATION DESCRIPTION
 PK0190
 PK0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0190'10.6 KM (6.6 MI) NE FROM TAWAS CITY.
 PK0190'10.6 KM (6.6 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0190'POST OFFICE IN TAWAS CITY TO THE MARK ON THE RIGHT, ABOUT 200 FEET
 PK0190'SOUTH OF THE JUNCTION OF HURON STREET, 22.0 METERS (72.2 FT) SOUTHEAST
 PK0190'OF THE CENTERLINE OF THE HIGHWAY, 33.01 METERS (108.3 FT) SOUTHWEST OF
 PK0190'THE SOUTHWEST CORNER OF A ONE LEVEL WOOD HOUSE, AND 14.17 METERS
 PK0190'(46.5 FT) NORTHEAST OF THE APPROXIMATE CENTER OF A DRIVEWAY.
 PK0190'THE MARK IS 0.60 METERS  NW FROM A WITNESS POST.
 PK0190'THE MARK IS 0.30 M BELOW HIGHWAY.
 PK0190
 PK0190                          STATION RECOVERY (2005)
 PK0190
 PK0190'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0159 ***********************************************************************
 PK0159  DESIGNATION -  K 305
 PK0159  PID         -  PK0159
 PK0159  STATE/COUNTY-  MI/IOSCO
 PK0159  USGS QUAD   -  WHITTEMORE (1968)
 PK0159
 PK0159                         *CURRENT SURVEY CONTROL
 PK0159  ___________________________________________________________________
 PK0159* NAD 83(1986)-  44 11 01.     (N)    083 45 50.     (W)     SCALED    
 PK0159* NAVD 88     -       195.697  (meters)     642.05   (feet)  ADJUSTED  
 PK0159  ___________________________________________________________________
 PK0159  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 PK0159  DYNAMIC HT  -         195.667 (meters)     641.95  (feet)  COMP
 PK0159  MODELED GRAV-     980,463.4   (mgal)                       NAVD 88
 PK0159
 PK0159  VERT ORDER  -  FIRST     CLASS II
 PK0159
 PK0159.The horizontal coordinates were scaled from a topographic map and have
 PK0159.an estimated accuracy of +/- 6 seconds.
 PK0159
 PK0159.The orthometric height was determined by differential leveling
 PK0159.and adjusted by the National Geodetic Survey in June 1991..
 PK0159
 PK0159.The geoid height was determined by GEOID03.
 PK0159
 PK0159.The dynamic height is computed by dividing the NAVD 88
 PK0159.geopotential number by the normal gravity value computed on the
 PK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0159.degrees latitude (g = 980.6199 gals.).
 PK0159
 PK0159.The modeled gravity was interpolated from observed gravity values.
 PK0159
 PK0159;                    North         East    Units  Estimated Accuracy
 PK0159;SPC MI C     -    96,520.    6,048,200.      MT  (+/- 180 meters Scaled)
 PK0159
 PK0159                          SUPERSEDED SURVEY CONTROL
 PK0159
 PK0159.No superseded survey control is available for this station.
 PK0159
 PK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ790959(NAD 83)
 PK0159_MARKER: I = METAL ROD
 PK0159_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0159_SP_SET: STAINLESS STEEL ROD
 PK0159_STAMPING: K 305 1983
 PK0159_MARK LOGO: NGS   
 PK0159_PROJECTION: FLUSH
 PK0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0159+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0159_ROD/PIPE-DEPTH: 6.09 meters
 PK0159
 PK0159  HISTORY     - Date     Condition        Report By
 PK0159  HISTORY     - 1983     MONUMENTED       NGS
 PK0159  HISTORY     - 20060114 GOOD             USPSQD
 PK0159
 PK0159                          STATION DESCRIPTION
 PK0159
 PK0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0159'6.4 KM (3.95 MI) NE FROM TURNER.
 PK0159'1.4 KM (0.9 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0159'ROAD IN TURNER, THENCE 2.1 KM (1.3 MI) NORTH ALONG LENTNER ROAD,
 PK0159'THENCE 0.4 KM (0.25 MI) EAST ALONG DYER ROAD, THENCE 2.4 KM (1.5 MI)
 PK0159'NORTH ALONG BRITT ROAD TO THE MARK ON THE LEFT, 12.46 METERS (40.9 FT)
 PK0159'WEST OF THE CENTERLINE OF BRITT ROAD, 1.46 METERS (4.8 FT) NORTH OF A
 PK0159'BRACEPOST FOR A GATE ANCHOR POST, 0.85 METER (2.8 FT) SOUTH OF A GATE
 PK0159'ANCHOR POST, AND 3.41 METERS (11.2 FT) SOUTH OF THE APPROXIMATE CENTER
 PK0159'OF A FIELD ENTRANCE.
 PK0159'THE MARK IS 0.45 METERS  NE FROM A WITNESS POST.
 PK0159'THE MARK IS 0.30 M ABOVE BRITT ROAD.
 PK0159
 PK0159                          STATION RECOVERY (2006)
 PK0159
 PK0159'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0230 ***********************************************************************
 PK0230  TIDAL BM    -  This is a Tidal Bench Mark.
 PK0230  DESIGNATION -  K 306
 PK0230  PID         -  PK0230
 PK0230  STATE/COUNTY-  MI/ALCONA
 PK0230  USGS QUAD   -  HARRISVILLE (1989)
 PK0230
 PK0230                         *CURRENT SURVEY CONTROL
 PK0230  ___________________________________________________________________
 PK0230* NAD 83(1986)-  44 39 32.     (N)    083 17 21.     (W)     SCALED    
 PK0230* NAVD 88     -       184.785  (meters)     606.25   (feet)  ADJUSTED  
 PK0230  ___________________________________________________________________
 PK0230  GEOID HEIGHT-         -35.82  (meters)                     GEOID03
 PK0230  DYNAMIC HT  -         184.766 (meters)     606.19  (feet)  COMP
 PK0230  MODELED GRAV-     980,511.0   (mgal)                       NAVD 88
 PK0230
 PK0230  VERT ORDER  -  FIRST     CLASS II
 PK0230
 PK0230.The horizontal coordinates were scaled from a topographic map and have
 PK0230.an estimated accuracy of +/- 6 seconds.
 PK0230
 PK0230.The orthometric height was determined by differential leveling
 PK0230.and adjusted by the National Geodetic Survey in June 1991..
 PK0230
 PK0230.This Tidal Bench Mark is designated as VM 13061
 PK0230.by the Center for Operational Oceanographic Products and Services.
 PK0230
 PK0230.The geoid height was determined by GEOID03.
 PK0230
 PK0230.The dynamic height is computed by dividing the NAVD 88
 PK0230.geopotential number by the normal gravity value computed on the
 PK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0230.degrees latitude (g = 980.6199 gals.).
 PK0230
 PK0230.The modeled gravity was interpolated from observed gravity values.
 PK0230
 PK0230;                    North         East    Units  Estimated Accuracy
 PK0230;SPC MI C     -   149,720.    6,085,450.      MT  (+/- 180 meters Scaled)
 PK0230
 PK0230                          SUPERSEDED SURVEY CONTROL
 PK0230
 PK0230.No superseded survey control is available for this station.
 PK0230
 PK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK185476(NAD 83)
 PK0230_MARKER: F = FLANGE-ENCASED ROD
 PK0230_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PK0230_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PK0230_STAMPING: K 306 1983
 PK0230_MARK LOGO: NGS   
 PK0230_PROJECTION: RECESSED 4 CENTIMETERS
 PK0230_MAGNETIC: I = MARKER IS A STEEL ROD
 PK0230_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PK0230+STABILITY: POSITION/ELEVATION WELL
 PK0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0230+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2005
 PK0230_ROD/PIPE-DEPTH: 9.75 meters
 PK0230_SLEEVE-DEPTH  : 3.96 meters
 PK0230
 PK0230  HISTORY     - Date     Condition        Report By
 PK0230  HISTORY     - 1983     MONUMENTED       NGS
 PK0230  HISTORY     - 19941010 GOOD             NOS
 PK0230  HISTORY     - 19950923 GOOD             NOS
 PK0230  HISTORY     - 19960511 GOOD             USPSQD
 PK0230  HISTORY     - 20050716 GOOD             USPSQD
 PK0230
 PK0230                          STATION DESCRIPTION
 PK0230
 PK0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0230'IN HARRISVILLE.
 PK0230'IN HARRISVILLE, SET IN THE NORTHWEST CORNER OF THE PARK AND PLAYGROUND
 PK0230'AT THE HARBOR OF REFUGE, LOCATED AT THE JUNCTION OF HARBOR DRIVE AND
 PK0230'LAKE STREET, 8.83 METERS (29.0 FT) SOUTH OF THE CENTER OF HARBOR
 PK0230'DRIVE, 14.63 METERS (48.0 FT) EAST OF THE CENTER OF LAKE STREET,
 PK0230'3.84 METERS (12.6 FT) SOUTHEAST OF A LIGHT POLE, 15.76 METERS
 PK0230'(51.7 FT) SOUTH OF THE HARRISVILLE HARBOR OF REFUGE HISTORICAL SIGN,
 PK0230'AND 6.09 METERS (20.0 FT) EAST OF THE EAST EDGE OF A SIDEWALK ON THE
 PK0230'EAST SIDE OF LAKE STREET.
 PK0230'THE MARK IS ABOVE LEVEL WITH STREETS.
 PK0230
 PK0230                          STATION RECOVERY (1994)
 PK0230
 PK0230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 PK0230'IN HARRISVILLE, SET IN THE NORTHWEST CORNER OF THE PARK AND PLAYGROUND
 PK0230'AT THE HARBOR OF REFUGE, LOCATED AT THE JUNCTION OF HARBOR DRIVE AND
 PK0230'LAKE STREET, 8.83 METERS (28.97 FT) SOUTH OF THE CENTER OF HARBOR
 PK0230'DRIVE, 14.63 METERS (48.00 FT) EAST OF THE CENTER OF LAKE STREET, 3.84
 PK0230'METERS (12.60 FT) SOUTHEAST OF A LIGHT POLE,AND 6.09 METERS (19.98 FT)
 PK0230'EAST OF THE EAST EDGE OF A SIDEWALK ON THE EAST SIDE OF LAKE STREET.
 PK0230
 PK0230                          STATION RECOVERY (1995)
 PK0230
 PK0230'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 PK0230'RECOVERED AS DESCRIBED.
 PK0230
 PK0230                          STATION RECOVERY (1996)
 PK0230
 PK0230'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0230'RECOVERED IN GOOD CONDITION.
 PK0230
 PK0230                          STATION RECOVERY (2005)
 PK0230
 PK0230'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 PK0230'RECOVERED IN GOOD CONDITION, NE OF THE WITNESS POST, 10.0 INCHES TO
 PK0230'THE CENTER OF THE ACCESS COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0224 ***********************************************************************
 PK0224  DESIGNATION -  K 307
 PK0224  PID         -  PK0224
 PK0224  STATE/COUNTY-  MI/ALCONA
 PK0224  USGS QUAD   -  GREENBUSH (1989)
 PK0224
 PK0224                         *CURRENT SURVEY CONTROL
 PK0224  ___________________________________________________________________
 PK0224* NAD 83(1986)-  44 36 38.     (N)    083 18 58.     (W)     SCALED    
 PK0224* NAVD 88     -       205.703  (meters)     674.88   (feet)  ADJUSTED  
 PK0224  ___________________________________________________________________
 PK0224  GEOID HEIGHT-         -35.70  (meters)                     GEOID03
 PK0224  DYNAMIC HT  -         205.681 (meters)     674.81  (feet)  COMP
 PK0224  MODELED GRAV-     980,508.5   (mgal)                       NAVD 88
 PK0224
 PK0224  VERT ORDER  -  FIRST     CLASS II
 PK0224
 PK0224.The horizontal coordinates were scaled from a topographic map and have
 PK0224.an estimated accuracy of +/- 6 seconds.
 PK0224
 PK0224.The orthometric height was determined by differential leveling
 PK0224.and adjusted by the National Geodetic Survey in June 1991..
 PK0224
 PK0224.The geoid height was determined by GEOID03.
 PK0224
 PK0224.The dynamic height is computed by dividing the NAVD 88
 PK0224.geopotential number by the normal gravity value computed on the
 PK0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0224.degrees latitude (g = 980.6199 gals.).
 PK0224
 PK0224.The modeled gravity was interpolated from observed gravity values.
 PK0224
 PK0224;                    North         East    Units  Estimated Accuracy
 PK0224;SPC MI C     -   144,320.    6,083,380.      MT  (+/- 180 meters Scaled)
 PK0224
 PK0224                          SUPERSEDED SURVEY CONTROL
 PK0224
 PK0224.No superseded survey control is available for this station.
 PK0224
 PK0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK162422(NAD 83)
 PK0224_MARKER: I = METAL ROD
 PK0224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0224_SP_SET: STAINLESS STEEL ROD
 PK0224_STAMPING: K 307 1983
 PK0224_MARK LOGO: NGS   
 PK0224_PROJECTION: FLUSH
 PK0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0224+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0224_ROD/PIPE-DEPTH: 18.3 meters
 PK0224
 PK0224  HISTORY     - Date     Condition        Report By
 PK0224  HISTORY     - 1983     MONUMENTED       NGS
 PK0224  HISTORY     - 19960512 GOOD             USPSQD
 PK0224  HISTORY     - 20050731 GOOD             USPSQD
 PK0224
 PK0224                          STATION DESCRIPTION
 PK0224
 PK0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0224'2.7 KM (1.65 MI) NORTH FROM GREENBUSH.
 PK0224'2.7 KM (1.65 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0224'GREENBUSH TO THE MARK ON THE LEFT, 22.40 METERS (73.5 FT) WEST OF THE
 PK0224'CENTERLINE OF THE HIGHWAY, 8.72 METERS (28.6 FT) NORTH OF THE
 PK0224'SOUTHERNMOST FENCE POST IN THE NORTH SECTION OF A WOODEN FENCE,
 PK0224'1.40 METERS (4.6 FT) SOUTH OF THE NORTHERNMOST FENCE POST IN THE NORTH
 PK0224'SECTION OF A WOODEN FENCE, AND 0.45 METER (1.5 FT) EAST OF THE FENCE
 PK0224'LINE.
 PK0224'THE MARK IS 0.36 METERS  E FROM A WITNESS POST.
 PK0224'THE MARK IS 0.90 M BELOW HIGHWAY.
 PK0224
 PK0224                          STATION RECOVERY (1996)
 PK0224
 PK0224'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0224'RECOVERED IN GOOD CONDITION.
 PK0224
 PK0224                          STATION RECOVERY (2005)
 PK0224
 PK0224'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0127 ***********************************************************************
 QJ0127  DESIGNATION -  K 308
 QJ0127  PID         -  QJ0127
 QJ0127  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0127  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0127
 QJ0127                         *CURRENT SURVEY CONTROL
 QJ0127  ___________________________________________________________________
 QJ0127* NAD 83(1986)-  45 16 40.     (N)    083 34 50.     (W)     SCALED    
 QJ0127* NAVD 88     -       214.484  (meters)     703.69   (feet)  ADJUSTED  
 QJ0127  ___________________________________________________________________
 QJ0127  GEOID HEIGHT-         -36.79  (meters)                     GEOID03
 QJ0127  DYNAMIC HT  -         214.472 (meters)     703.65  (feet)  COMP
 QJ0127  MODELED GRAV-     980,554.0   (mgal)                       NAVD 88
 QJ0127
 QJ0127  VERT ORDER  -  FIRST     CLASS II
 QJ0127
 QJ0127.The horizontal coordinates were scaled from a topographic map and have
 QJ0127.an estimated accuracy of +/- 6 seconds.
 QJ0127
 QJ0127.The orthometric height was determined by differential leveling
 QJ0127.and adjusted by the National Geodetic Survey in June 1991..
 QJ0127
 QJ0127.The geoid height was determined by GEOID03.
 QJ0127
 QJ0127.The dynamic height is computed by dividing the NAVD 88
 QJ0127.geopotential number by the normal gravity value computed on the
 QJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0127.degrees latitude (g = 980.6199 gals.).
 QJ0127
 QJ0127.The modeled gravity was interpolated from observed gravity values.
 QJ0127
 QJ0127;                    North         East    Units  Estimated Accuracy
 QJ0127;SPC MI C     -   218,220.    6,061,680.      MT  (+/- 180 meters Scaled)
 QJ0127
 QJ0127                          SUPERSEDED SURVEY CONTROL
 QJ0127
 QJ0127.No superseded survey control is available for this station.
 QJ0127
 QJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL975170(NAD 83)
 QJ0127_MARKER: I = METAL ROD
 QJ0127_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0127+WITH SETTING: INFORMATION.
 QJ0127_SP_SET: SHALLOW SET METAL ROD
 QJ0127_STAMPING: K 308 1983
 QJ0127_MARK LOGO: NGS   
 QJ0127_PROJECTION: FLUSH
 QJ0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0127+STABILITY: POSITION/ELEVATION WELL
 QJ0127_ROD/PIPE-DEPTH: 0.48 meters
 QJ0127
 QJ0127  HISTORY     - Date     Condition        Report By
 QJ0127  HISTORY     - 1983     MONUMENTED       NGS
 QJ0127  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 QJ0127
 QJ0127                          STATION DESCRIPTION
 QJ0127
 QJ0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0127'31.2 KM (19.4 MI) SE FROM ROGERS CITY.
 QJ0127'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0127'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0127'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 4.0 KM (2.5 MI) SOUTHWEST
 QJ0127'ALONG GRAND LAKE HIGHWAY, AT A T-ROAD, A STAINLESS STEEL ROD SET IN
 QJ0127'CONCRETE IN A 0.3-METER (1.0-FT) DIAMETER HOLE DUG 0.3 METER (1.0 FT)
 QJ0127'DEEP INTO LIMESTONE ROCK, 9.75 METERS (32.0 FT) NORTH-NORTHWEST OF THE
 QJ0127'CENTER OF THE HIGHWAY, 17.37 METERS (57.0 FT) NORTHWEST OF THE CENTER
 QJ0127'OF THE T-INTERSECTION, 1.37 METERS (4.5 FT) EAST-NORTHEAST OF
 QJ0127'POWERLINE POLE NUMBER PS 2 76, AND 0.18 METER (0.6 FT) SOUTHEAST OF A
 QJ0127'SMOOTH 2-WIRE FENCE.  NOTE, ROD DRIVEN TO REFUSAL.
 QJ0127'THE MARK IS 0.39 METERS  S FROM A WITNESS POST.
 QJ0127'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0127
 QJ0127                          STATION RECOVERY (2004)
 QJ0127
 QJ0127'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0255 ***********************************************************************
 PK0255  DESIGNATION -  K 309
 PK0255  PID         -  PK0255
 PK0255  STATE/COUNTY-  MI/ALCONA
 PK0255  USGS QUAD   -  SPRUCE (1971)
 PK0255
 PK0255                         *CURRENT SURVEY CONTROL
 PK0255  ___________________________________________________________________
 PK0255* NAD 83(1986)-  44 50 42.     (N)    083 24 21.     (W)     SCALED    
 PK0255* NAVD 88     -       248.840  (meters)     816.40   (feet)  ADJUSTED  
 PK0255  ___________________________________________________________________
 PK0255  GEOID HEIGHT-         -36.02  (meters)                     GEOID03
 PK0255  DYNAMIC HT  -         248.818 (meters)     816.33  (feet)  COMP
 PK0255  MODELED GRAV-     980,523.9   (mgal)                       NAVD 88
 PK0255
 PK0255  VERT ORDER  -  FIRST     CLASS II
 PK0255
 PK0255.The horizontal coordinates were scaled from a topographic map and have
 PK0255.an estimated accuracy of +/- 6 seconds.
 PK0255
 PK0255.The orthometric height was determined by differential leveling
 PK0255.and adjusted by the National Geodetic Survey in June 1991..
 PK0255
 PK0255.The geoid height was determined by GEOID03.
 PK0255
 PK0255.The dynamic height is computed by dividing the NAVD 88
 PK0255.geopotential number by the normal gravity value computed on the
 PK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0255.degrees latitude (g = 980.6199 gals.).
 PK0255
 PK0255.The modeled gravity was interpolated from observed gravity values.
 PK0255
 PK0255;                    North         East    Units  Estimated Accuracy
 PK0255;SPC MI C     -   170,280.    6,075,950.      MT  (+/- 180 meters Scaled)
 PK0255
 PK0255                          SUPERSEDED SURVEY CONTROL
 PK0255
 PK0255.No superseded survey control is available for this station.
 PK0255
 PK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK098685(NAD 83)
 PK0255_MARKER: I = METAL ROD
 PK0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0255_SP_SET: STAINLESS STEEL ROD
 PK0255_STAMPING: K 309 1983
 PK0255_MARK LOGO: NGS   
 PK0255_PROJECTION: FLUSH
 PK0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0255+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0255_ROD/PIPE-DEPTH: 7.31 meters
 PK0255
 PK0255  HISTORY     - Date     Condition        Report By
 PK0255  HISTORY     - 1983     MONUMENTED       NGS
 PK0255  HISTORY     - 19960511 GOOD             USPSQD
 PK0255  HISTORY     - 20050829 GOOD             USPSQD
 PK0255
 PK0255                          STATION DESCRIPTION
 PK0255
 PK0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0255'7.5 KM (4.65 MI) SOUTH FROM OSSINEKE.
 PK0255'7.5 KM (4.65 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0255'OSSINEKE TO THE MARK ON THE RIGHT ON THE PROPERTY OF THE CHIPPEWA
 PK0255'POINT RESTAURANT, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF STATE
 PK0255'HIGHWAY F-41, 41.33 METERS (135.6 FT) WEST OF THE CENTERLINE OF THE
 PK0255'HIGHWAY, 6.85 METERS (22.5 FT) NORTH-NORTHEAST OF THE SOUTHEAST CORNER
 PK0255'OF A GARAGE MADE FROM CINDER BLOCKS, 1.34 METERS (4.4 FT) SOUTHEAST OF
 PK0255'THE NORTHEAST CORNER OF THE GARAGE, AND 0.82 METER (2.7 FT) EAST OF
 PK0255'THE EAST WALL OF THE GARAGE.
 PK0255'THE MARK IS 1.22 METERS  S FROM A WITNESS POST.
 PK0255'THE MARK IS 0.91 M ABOVE HIGHWAY.
 PK0255
 PK0255                          STATION RECOVERY (1996)
 PK0255
 PK0255'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0255'RECOVERED IN GOOD CONDITION.
 PK0255
 PK0255                          STATION RECOVERY (2005)
 PK0255
 PK0255'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0255'ADDITION TO THE ABOVE DESCRIPTION
 PK0255'THE PROPERTY DESCRIBED IS THE CHIPPEWA POINT GROCERY AND GAS STATION.
 PK0255'THE MARK IS LOCATED 2 INCHES BELOW GRASS AND SOIL.  THE MARK IS SE
 PK0255'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0273 ***********************************************************************
 OJ0273  DESIGNATION -  K 31
 OJ0273  PID         -  OJ0273
 OJ0273  STATE/COUNTY-  MI/LAPEER
 OJ0273  USGS QUAD   -  COLUMBIAVILLE (1978)
 OJ0273
 OJ0273                         *CURRENT SURVEY CONTROL
 OJ0273  ___________________________________________________________________
 OJ0273* NAD 83(1986)-  43 10 52.     (N)    083 26 18.     (W)     SCALED    
 OJ0273* NAVD 88     -       253.571  (meters)     831.92   (feet)  ADJUSTED  
 OJ0273  ___________________________________________________________________
 OJ0273  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 OJ0273  DYNAMIC HT  -         253.510 (meters)     831.72  (feet)  COMP
 OJ0273  MODELED GRAV-     980,375.4   (mgal)                       NAVD 88
 OJ0273
 OJ0273  VERT ORDER  -  FIRST     CLASS II
 OJ0273
 OJ0273.The horizontal coordinates were scaled from a topographic map and have
 OJ0273.an estimated accuracy of +/- 6 seconds.
 OJ0273
 OJ0273.The orthometric height was determined by differential leveling
 OJ0273.and adjusted by the National Geodetic Survey in June 1991..
 OJ0273
 OJ0273.The geoid height was determined by GEOID03.
 OJ0273
 OJ0273.The dynamic height is computed by dividing the NAVD 88
 OJ0273.geopotential number by the normal gravity value computed on the
 OJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0273.degrees latitude (g = 980.6199 gals.).
 OJ0273
 OJ0273.The modeled gravity was interpolated from observed gravity values.
 OJ0273
 OJ0273;                    North         East    Units  Estimated Accuracy
 OJ0273;SPC MI S     -   187,150.    4,075,470.      MT  (+/- 180 meters Scaled)
 OJ0273
 OJ0273                          SUPERSEDED SURVEY CONTROL
 OJ0273
 OJ0273  NGVD 29 (??/??/92)  253.718  (m)          832.41   (f) ADJ UNCH    1 2
 OJ0273
 OJ0273.Superseded values are not recommended for survey control.
 OJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0273.See file dsdata.txt to determine how the superseded data were derived.
 OJ0273
 OJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH018838(NAD 83)
 OJ0273_MARKER: DB = BENCH MARK DISK
 OJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0273_STAMPING: 832.406 K 31 1930
 OJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0273+STABILITY: SURFACE MOTION
 OJ0273
 OJ0273  HISTORY     - Date     Condition        Report By
 OJ0273  HISTORY     - 1930     MONUMENTED       CGS
 OJ0273  HISTORY     - 1934     GOOD             NGS
 OJ0273  HISTORY     - 19970526 GOOD             USPSQD
 OJ0273  HISTORY     - 20001207 GOOD             WOOLPT
 OJ0273  HISTORY     - 20010303 GOOD             WOOLPT
 OJ0273
 OJ0273                          STATION DESCRIPTION
 OJ0273
 OJ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0273'2.2 MI SE FROM OTTER LAKE.
 OJ0273'2.2 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0273'STATION AT OTTER LAKE, LAPEER COUNTY, 16 RAILS SOUTH OF THE
 OJ0273'HALF-MILE POST BETWEEN MILEPOSTS D 71 AND D 72, 19 RAILS NORTH
 OJ0273'OF A DIRT-ROAD CROSSING, 46 FEET WEST OF THE WEST RAIL, AND AT
 OJ0273'THE WEST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED 832.406
 OJ0273'K 31 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 OJ0273'INCHES ABOVE GROUND.
 OJ0273
 OJ0273                          STATION RECOVERY (1997)
 OJ0273
 OJ0273'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0273'RECOVERED IN GOOD CONDITION.
 OJ0273
 OJ0273                          STATION RECOVERY (2000)
 OJ0273
 OJ0273'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000
 OJ0273'RECOVERED IN GOOD CONDITION.
 OJ0273
 OJ0273                          STATION RECOVERY (2001)
 OJ0273
 OJ0273'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OJ0273'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0112 ***********************************************************************
 QJ0112  DESIGNATION -  K 310
 QJ0112  PID         -  QJ0112
 QJ0112  STATE/COUNTY-  MI/ALPENA
 QJ0112  USGS QUAD   -  LONG LAKE EAST (1971)
 QJ0112
 QJ0112                         *CURRENT SURVEY CONTROL
 QJ0112  ___________________________________________________________________
 QJ0112* NAD 83(1986)-  45 10 15.     (N)    083 25 05.     (W)     SCALED    
 QJ0112* NAVD 88     -       199.156  (meters)     653.40   (feet)  ADJUSTED  
 QJ0112  ___________________________________________________________________
 QJ0112  GEOID HEIGHT-         -36.71  (meters)                     GEOID03
 QJ0112  DYNAMIC HT  -         199.144 (meters)     653.36  (feet)  COMP
 QJ0112  MODELED GRAV-     980,549.4   (mgal)                       NAVD 88
 QJ0112  OBS GRAVITY -     980,547.6   (mgal)                       GRAV_OBS
 QJ0112
 QJ0112  VERT ORDER  -  FIRST     CLASS II
 QJ0112
 QJ0112.The horizontal coordinates were scaled from a topographic map and have
 QJ0112.an estimated accuracy of +/- 6 seconds.
 QJ0112
 QJ0112.The orthometric height was determined by differential leveling
 QJ0112.and adjusted by the National Geodetic Survey in June 1991..
 QJ0112
 QJ0112.The geoid height was determined by GEOID03.
 QJ0112
 QJ0112.The dynamic height is computed by dividing the NAVD 88
 QJ0112.geopotential number by the normal gravity value computed on the
 QJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0112.degrees latitude (g = 980.6199 gals.).
 QJ0112
 QJ0112.The modeled gravity was interpolated from observed gravity values.
 QJ0112.The observed gravity was obtained from relative gravimeter ties
 QJ0112.to the IGSN71 gravity network.
 QJ0112
 QJ0112;                    North         East    Units  Estimated Accuracy
 QJ0112;SPC MI C     -   206,470.    6,074,570.      MT  (+/- 180 meters Scaled)
 QJ0112
 QJ0112                          SUPERSEDED SURVEY CONTROL
 QJ0112
 QJ0112.No superseded survey control is available for this station.
 QJ0112
 QJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLL099047(NAD 83)
 QJ0112_MARKER: I = METAL ROD
 QJ0112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0112_SP_SET: STAINLESS STEEL ROD
 QJ0112_STAMPING: K 310 1983
 QJ0112_MARK LOGO: NGS   
 QJ0112_PROJECTION: RECESSED 3 CENTIMETERS
 QJ0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0112_ROD/PIPE-DEPTH: 11.7 meters
 QJ0112
 QJ0112  HISTORY     - Date     Condition        Report By
 QJ0112  HISTORY     - 1983     MONUMENTED       NGS
 QJ0112
 QJ0112                          STATION DESCRIPTION
 QJ0112
 QJ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0112'12.4 KM (7.7 MI) NORTH FROM ALPENA.
 QJ0112'12.4 KM (7.7 MI) NORTHWEST ALONG U.S. HIGHWAY 23 (CHISHOLM STREET)
 QJ0112'FROM THE COURTHOUSE IN ALPENA, AT THE JUNCTION OF WALMSEY ROAD, 5.0 KM
 QJ0112'(3.15 MI) SOUTHEAST ALONG U.S. HIGHWAY 23 FROM THE PRESQUE ISLE-ALPENA
 QJ0112'COUNTY LINE, 17.92 METERS (58.8 FT) EAST OF THE CENTERLINE OF THE
 QJ0112'HIGHWAY, 12.71 METERS (41.7 FT) NORTH OF THE CENTER OF WALMSEY ROAD,
 QJ0112'6.55 METERS (21.5 FT) WEST-NORTHWEST OF A GUY WIRE ANCHOR WITH TWO
 QJ0112'WIRES ATTACHED, 5.18 METERS (17.0 FT) EAST OF A GUY WIRE ANCHOR WITH
 QJ0112'TWO WIRES ATTACHED, 1.09 METERS (3.6 FT) WEST OF A GUY WIRE ANCHOR,
 QJ0112'AND 0.91 METER (3.0 FT) NORTH OF A LARGE POWERLINE POLE (NUMBER 524).
 QJ0112'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 QJ0112'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0454 ***********************************************************************
 QK0454  DESIGNATION -  K 311
 QK0454  PID         -  QK0454
 QK0454  STATE/COUNTY-  MI/CHARLEVOIX
 QK0454  USGS QUAD   -  
 QK0454
 QK0454                         *CURRENT SURVEY CONTROL
 QK0454  ___________________________________________________________________
 QK0454* NAD 83(1986)-  45 21 53.     (N)    085 07 08.     (W)     SCALED    
 QK0454* NAVD 88     -       203.775  (meters)     668.55   (feet)  ADJUSTED  
 QK0454  ___________________________________________________________________
 QK0454  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0454  DYNAMIC HT  -         203.767 (meters)     668.53  (feet)  COMP
 QK0454  MODELED GRAV-     980,574.0   (mgal)                       NAVD 88
 QK0454
 QK0454  VERT ORDER  -  FIRST     CLASS II
 QK0454
 QK0454.The horizontal coordinates were scaled from a topographic map and have
 QK0454.an estimated accuracy of +/- 6 seconds.
 QK0454
 QK0454.The orthometric height was determined by differential leveling
 QK0454.and adjusted by the National Geodetic Survey in June 1991..
 QK0454
 QK0454.The geoid height was determined by GEOID03.
 QK0454
 QK0454.The dynamic height is computed by dividing the NAVD 88
 QK0454.geopotential number by the normal gravity value computed on the
 QK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0454.degrees latitude (g = 980.6199 gals.).
 QK0454
 QK0454.The modeled gravity was interpolated from observed gravity values.
 QK0454
 QK0454;                    North         East    Units  Estimated Accuracy
 QK0454;SPC MI C     -   227,860.    5,941,070.      MT  (+/- 180 meters Scaled)
 QK0454
 QK0454                          SUPERSEDED SURVEY CONTROL
 QK0454
 QK0454.No superseded survey control is available for this station.
 QK0454
 QK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR473251(NAD 83)
 QK0454_MARKER: DB = BENCH MARK DISK
 QK0454_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0454_SP_SET: RAILROAD PIER
 QK0454_STAMPING: K 311 1984
 QK0454_MARK LOGO: NGS   
 QK0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0454+STABILITY: POSITION/ELEVATION WELL
 QK0454
 QK0454  HISTORY     - Date     Condition        Report By
 QK0454  HISTORY     - 1984     MONUMENTED       NGS
 QK0454
 QK0454                          STATION DESCRIPTION
 QK0454
 QK0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0454'1.9 KM (1.2 MI) SW FROM BAYSHORE.
 QK0454'1.9 KM (1.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0454'TOWNLINE ROAD (EMMET-CHARLEVOIX COUNTY LINE) IN BAYSHORE, SET
 QK0454'VERTICALLY IN THE NORTHWEST PIER OF THE RAILROAD OVERPASS, FIVE FEET
 QK0454'ABOVE GROUND, AND 7.2 METERS (23.7 FT) NORTHEAST OF THE CENTERLINE OF
 QK0454'THE HIGHWAY.
 QK0454'THE MARK IS 1.5 M ABOVE CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0486 ***********************************************************************
 QK0486  DESIGNATION -  K 312
 QK0486  PID         -  QK0486
 QK0486  STATE/COUNTY-  MI/ANTRIM
 QK0486  USGS QUAD   -  
 QK0486
 QK0486                         *CURRENT SURVEY CONTROL
 QK0486  ___________________________________________________________________
 QK0486* NAD 83(1986)-  45 06 24.     (N)    085 21 05.     (W)     SCALED    
 QK0486* NAVD 88     -       185.221  (meters)     607.68   (feet)  ADJUSTED  
 QK0486  ___________________________________________________________________
 QK0486  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 QK0486  DYNAMIC HT  -         185.217 (meters)     607.67  (feet)  COMP
 QK0486  MODELED GRAV-     980,590.1   (mgal)                       NAVD 88
 QK0486
 QK0486  VERT ORDER  -  FIRST     CLASS II
 QK0486
 QK0486.The horizontal coordinates were scaled from a topographic map and have
 QK0486.an estimated accuracy of +/- 6 seconds.
 QK0486
 QK0486.The orthometric height was determined by differential leveling
 QK0486.and adjusted by the National Geodetic Survey in June 1991..
 QK0486
 QK0486.The geoid height was determined by GEOID03.
 QK0486
 QK0486.The dynamic height is computed by dividing the NAVD 88
 QK0486.geopotential number by the normal gravity value computed on the
 QK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0486.degrees latitude (g = 980.6199 gals.).
 QK0486
 QK0486.The modeled gravity was interpolated from observed gravity values.
 QK0486
 QK0486;                    North         East    Units  Estimated Accuracy
 QK0486;SPC MI C     -   199,380.    5,922,510.      MT  (+/- 180 meters Scaled)
 QK0486
 QK0486                          SUPERSEDED SURVEY CONTROL
 QK0486
 QK0486.No superseded survey control is available for this station.
 QK0486
 QK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ296961(NAD 83)
 QK0486_MARKER: I = METAL ROD
 QK0486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0486_SP_SET: STAINLESS STEEL ROD
 QK0486_STAMPING: K 312 1984
 QK0486_MARK LOGO: NGS   
 QK0486_PROJECTION: FLUSH
 QK0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0486_ROD/PIPE-DEPTH: 12.2 meters
 QK0486
 QK0486  HISTORY     - Date     Condition        Report By
 QK0486  HISTORY     - 1984     MONUMENTED       NGS
 QK0486  HISTORY     - 19950528 GOOD             USPSQD
 QK0486  HISTORY     - 19970426 GOOD             USPSQD
 QK0486  HISTORY     - 19991119 POOR             USPSQD
 QK0486  HISTORY     - 20040530 GOOD             USPSQD
 QK0486
 QK0486                          STATION DESCRIPTION
 QK0486
 QK0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0486'IN EASTPORT.
 QK0486'IN EASTPORT, IN THE SOUTHWEST CORNER, AT THE JUNCTION OF U.S. HIGHWAY
 QK0486'31 AND STATE HIGHWAY METERS 88, ALSO 26.5 KM (16.6 MI) SOUTHWEST ALONG
 QK0486'U.S. HIGHWAY 31 FROM THE DRAWBRIDGE IN CHARLEVOIX, 20.4 METERS
 QK0486'(67.0 FT) EAST OF THE CENTERLINE OF HIGHWAY 31, 8.2 METERS (27.0 FT)
 QK0486'SOUTH OF THE CENTERLINE OF HIGHWAY METERS 88, AND 0.6 METER (2.0 FT)
 QK0486'WEST OF A UTILITY POLE WITH EIGHT GUY WIRES ATTACHED.
 QK0486'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 QK0486'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 QK0486
 QK0486                          STATION RECOVERY (1995)
 QK0486
 QK0486'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0486'RECOVERED IN GOOD CONDITION.
 QK0486
 QK0486                          STATION RECOVERY (1997)
 QK0486
 QK0486'RECOVERY NOTE BY US POWER SQUADRON 1997
 QK0486'RECOVERED IN GOOD CONDITION.
 QK0486
 QK0486                          STATION RECOVERY (1999)
 QK0486
 QK0486'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0486'MARK RECOVERED IN POOR CONDITION.
 QK0486
 QK0486                          STATION RECOVERY (2004)
 QK0486
 QK0486'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0374 ***********************************************************************
 PL0374  DESIGNATION -  K 313
 PL0374  PID         -  PL0374
 PL0374  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0374  USGS QUAD   -  WALTON (1985)
 PL0374
 PL0374                         *CURRENT SURVEY CONTROL
 PL0374  ___________________________________________________________________
 PL0374* NAD 83(1986)-  44 47 16.     (N)    085 29 27.     (W)     SCALED    
 PL0374* NAVD 88     -       217.007  (meters)     711.96   (feet)  ADJUSTED  
 PL0374  ___________________________________________________________________
 PL0374  GEOID HEIGHT-         -34.36  (meters)                     GEOID03
 PL0374  DYNAMIC HT  -         216.994 (meters)     711.92  (feet)  COMP
 PL0374  MODELED GRAV-     980,549.8   (mgal)                       NAVD 88
 PL0374
 PL0374  VERT ORDER  -  FIRST     CLASS II
 PL0374
 PL0374.The horizontal coordinates were scaled from a topographic map and have
 PL0374.an estimated accuracy of +/- 6 seconds.
 PL0374
 PL0374.The orthometric height was determined by differential leveling
 PL0374.and adjusted by the National Geodetic Survey in June 1991..
 PL0374
 PL0374.The geoid height was determined by GEOID03.
 PL0374
 PL0374.The dynamic height is computed by dividing the NAVD 88
 PL0374.geopotential number by the normal gravity value computed on the
 PL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0374.degrees latitude (g = 980.6199 gals.).
 PL0374
 PL0374.The modeled gravity was interpolated from observed gravity values.
 PL0374
 PL0374;                    North         East    Units  Estimated Accuracy
 PL0374;SPC MI C     -   164,090.    5,911,050.      MT  (+/- 180 meters Scaled)
 PL0374
 PL0374                          SUPERSEDED SURVEY CONTROL
 PL0374
 PL0374.No superseded survey control is available for this station.
 PL0374
 PL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ193604(NAD 83)
 PL0374_MARKER: I = METAL ROD
 PL0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0374_SP_SET: STAINLESS STEEL ROD
 PL0374_STAMPING: K 313 1984
 PL0374_MARK LOGO: NGS   
 PL0374_PROJECTION: FLUSH
 PL0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0374_ROD/PIPE-DEPTH: 6.7  meters
 PL0374
 PL0374  HISTORY     - Date     Condition        Report By
 PL0374  HISTORY     - 1984     MONUMENTED       NGS
 PL0374  HISTORY     - 20021010 POOR             USPSQD
 PL0374  HISTORY     - 20021010 POOR             USPSQD
 PL0374
 PL0374                          STATION DESCRIPTION
 PL0374
 PL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0374'14.7 KM (9.2 MI) SW FROM ELK RAPIDS.
 PL0374'14.7 KM (9.2 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0374'RIVER STREET IN ELK RAPIDS, ALSO, 3.1 KM (1.9 MI) NORTHEAST ALONG U.S.
 PL0374'HIGHWAY 31 FROM THE JUNCTION OF STATE HIGHWAY M 72 EAST IN ACME,
 PL0374'33.5 METERS (110.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PL0374'9.3 METERS (30.5 FT) NORTH OF THE CENTERLINE OF DOCK ROAD, AND
 PL0374'0.45 METERS (1.5 FT) EAST OF A UTILITY POLE NUMBERED 59 WITH A GUY
 PL0374'WIRE ATTACHED.
 PL0374'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 PL0374'THE MARK IS 1.0 M BELOW CENTERLINE OF HIGHWAY.
 PL0374
 PL0374                          STATION RECOVERY (2002)
 PL0374
 PL0374'RECOVERY NOTE BY US POWER SQUADRON 2002 (JWC)
 PL0374'CASEMENT DISTURBED DUE TO GRADING.
 PL0374
 PL0374                          STATION RECOVERY (2002)
 PL0374
 PL0374'RECOVERY NOTE BY US POWER SQUADRON 2002 (JLC)
 PL0374'MOVED DUE TO GRADING, BAD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0405 ***********************************************************************
 PL0405  DESIGNATION -  K 314
 PL0405  PID         -  PL0405
 PL0405  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0405  USGS QUAD   -  YUMA (1987)
 PL0405
 PL0405                         *CURRENT SURVEY CONTROL
 PL0405  ___________________________________________________________________
 PL0405* NAD 83(1986)-  44 36 04.     (N)    085 45 58.     (W)     SCALED    
 PL0405* NAVD 88     -       262.048  (meters)     859.74   (feet)  ADJUSTED  
 PL0405  ___________________________________________________________________
 PL0405  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PL0405  DYNAMIC HT  -         262.020 (meters)     859.64  (feet)  COMP
 PL0405  MODELED GRAV-     980,504.2   (mgal)                       NAVD 88
 PL0405
 PL0405  VERT ORDER  -  FIRST     CLASS II
 PL0405
 PL0405.The horizontal coordinates were scaled from a topographic map and have
 PL0405.an estimated accuracy of +/- 6 seconds.
 PL0405
 PL0405.The orthometric height was determined by differential leveling
 PL0405.and adjusted by the National Geodetic Survey in June 1991..
 PL0405
 PL0405.The geoid height was determined by GEOID03.
 PL0405
 PL0405.The dynamic height is computed by dividing the NAVD 88
 PL0405.geopotential number by the normal gravity value computed on the
 PL0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0405.degrees latitude (g = 980.6199 gals.).
 PL0405
 PL0405.The modeled gravity was interpolated from observed gravity values.
 PL0405
 PL0405;                    North         East    Units  Estimated Accuracy
 PL0405;SPC MI C     -   143,690.    5,888,910.      MT  (+/- 180 meters Scaled)
 PL0405
 PL0405                          SUPERSEDED SURVEY CONTROL
 PL0405
 PL0405.No superseded survey control is available for this station.
 PL0405
 PL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ979393(NAD 83)
 PL0405_MARKER: I = METAL ROD
 PL0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0405_SP_SET: STAINLESS STEEL ROD
 PL0405_STAMPING: K 314 1984
 PL0405_MARK LOGO: NGS   
 PL0405_PROJECTION: FLUSH
 PL0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0405_ROD/PIPE-DEPTH: 12.2 meters
 PL0405
 PL0405  HISTORY     - Date     Condition        Report By
 PL0405  HISTORY     - 1984     MONUMENTED       NGS
 PL0405  HISTORY     - 19971029 GOOD             USPSQD
 PL0405
 PL0405                          STATION DESCRIPTION
 PL0405
 PL0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0405'2.9 KM (1.8 MI) NE FROM KARLIN.
 PL0405'0.1 KM (0.05 MI) EAST ALONG NESSEN ROAD FROM THE POST OFFICE IN
 PL0405'KARLIN, THENCE 2.88 KM (1.8 MI) NORTHEAST ALONG KARLIN ROAD, AT YOUKER
 PL0405'ROAD LEADING EAST, ALSO 5.2 KM (3.25 MI) SOUTH ALONG STATE HIGHWAY M
 PL0405'137 AND KARLIN ROAD FROM THE POST OFFICE AT INTERLOCHEN, 22.1 METERS
 PL0405'(72.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.8 METERS (52.0 FT)
 PL0405'NORTH OF THE CENTERLINE OF YOUKER ROAD, AND 0.7 METER (2.4 FT) NORTH
 PL0405'OF A POWERLINE POLE NUMBERED 651/52.
 PL0405'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PL0405'THE MARK IS 0.7 M BELOW CENTERLINE OF HIGHWAY.
 PL0405
 PL0405                          STATION RECOVERY (1997)
 PL0405
 PL0405'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0307 ***********************************************************************
 OL0307  DESIGNATION -  K 315
 OL0307  PID         -  OL0307
 OL0307  STATE/COUNTY-  MI/MASON
 OL0307  USGS QUAD   -  
 OL0307
 OL0307                         *CURRENT SURVEY CONTROL
 OL0307  ___________________________________________________________________
 OL0307* NAD 83(1986)-  43 56 08.     (N)    086 24 59.     (W)     SCALED    
 OL0307* NAVD 88     -       180.424  (meters)     591.94   (feet)  ADJUSTED  
 OL0307  ___________________________________________________________________
 OL0307  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OL0307  DYNAMIC HT  -         180.392 (meters)     591.84  (feet)  COMP
 OL0307  MODELED GRAV-     980,441.5   (mgal)                       NAVD 88
 OL0307
 OL0307  VERT ORDER  -  FIRST     CLASS II
 OL0307
 OL0307.The horizontal coordinates were scaled from a topographic map and have
 OL0307.an estimated accuracy of +/- 6 seconds.
 OL0307
 OL0307.The orthometric height was determined by differential leveling
 OL0307.and adjusted by the National Geodetic Survey in June 1991..
 OL0307
 OL0307.The geoid height was determined by GEOID03.
 OL0307
 OL0307.The dynamic height is computed by dividing the NAVD 88
 OL0307.geopotential number by the normal gravity value computed on the
 OL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0307.degrees latitude (g = 980.6199 gals.).
 OL0307
 OL0307.The modeled gravity was interpolated from observed gravity values.
 OL0307
 OL0307;                    North         East    Units  Estimated Accuracy
 OL0307;SPC MI C     -    70,850.    5,835,430.      MT  (+/- 180 meters Scaled)
 OL0307
 OL0307                          SUPERSEDED SURVEY CONTROL
 OL0307
 OL0307.No superseded survey control is available for this station.
 OL0307
 OL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP468648(NAD 83)
 OL0307_MARKER: I = METAL ROD
 OL0307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0307_SP_SET: STAINLESS STEEL ROD
 OL0307_STAMPING: K 315 1984
 OL0307_MARK LOGO: NGS   
 OL0307_PROJECTION: RECESSED 2 CENTIMETERS
 OL0307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0307+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2004
 OL0307_ROD/PIPE-DEPTH: 36.6 meters
 OL0307
 OL0307  HISTORY     - Date     Condition        Report By
 OL0307  HISTORY     - 1984     MONUMENTED       NGS
 OL0307  HISTORY     - 19950910 GOOD             USPSQD
 OL0307  HISTORY     - 19970807 GOOD             USPSQD
 OL0307  HISTORY     - 20011128 GOOD             NGS
 OL0307  HISTORY     - 20040423 GOOD             USPSQD
 OL0307
 OL0307                          STATION DESCRIPTION
 OL0307
 OL0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0307'4.7 KM (2.9 MI) SE FROM LUDINGTON.
 OL0307'2.5 KM (1.55 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0307'LUDINGTON, THENCE 2.2 KM (1.4 MI) SOUTH ALONG U.S. HIGHWAY 31, AT
 OL0307'CONRAD ROAD LEADING EAST, 17.06 METERS (56.0 FT) EAST OF THE
 OL0307'CENTERLINE OF THE HIGHWAY, 44.50 METERS (146.0 FT) SOUTH OF THE CENTER
 OL0307'OF CONRAD ROAD, 18.34 METERS (60.2 FT) SOUTH OF A METAL POST WITH DOW
 OL0307'SIGN ATTACHED, 20.57 METERS (67.5 FT) NORTH-NORTHEAST OF A METAL POST
 OL0307'WITH DOW SIGN ATTACHED, AND 0.85 METERS (2.8 FT) NORTH OF A POWERLINE
 OL0307'POLE.  NOTE, DRIVING RATE 15 SECONDS PER FOOT, ROD ANCHORED.
 OL0307'THE MARK IS 0.24 METERS  W FROM A WITNESS POST.
 OL0307'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0307
 OL0307                          STATION RECOVERY (1995)
 OL0307
 OL0307'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0307'RECOVERED IN GOOD CONDITION.
 OL0307
 OL0307                          STATION RECOVERY (1997)
 OL0307
 OL0307'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0307'RECOVERED IN GOOD CONDITION.
 OL0307
 OL0307                          STATION RECOVERY (2001)
 OL0307
 OL0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0307'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0307
 OL0307                          STATION RECOVERY (2004)
 OL0307
 OL0307'RECOVERY NOTE BY US POWER SQUADRON 2004
 OL0307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0343 ***********************************************************************
 OL0343  DESIGNATION -  K 316
 OL0343  PID         -  OL0343
 OL0343  STATE/COUNTY-  MI/MUSKEGON
 OL0343  USGS QUAD   -  
 OL0343
 OL0343                         *CURRENT SURVEY CONTROL
 OL0343  ___________________________________________________________________
 OL0343* NAD 83(1986)-  43 25 42.     (N)    086 20 39.     (W)     SCALED    
 OL0343* NAVD 88     -       195.952  (meters)     642.89   (feet)  ADJUSTED  
 OL0343  ___________________________________________________________________
 OL0343  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OL0343  DYNAMIC HT  -         195.915 (meters)     642.76  (feet)  COMP
 OL0343  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 OL0343
 OL0343  VERT ORDER  -  FIRST     CLASS II
 OL0343
 OL0343.The horizontal coordinates were scaled from a topographic map and have
 OL0343.an estimated accuracy of +/- 6 seconds.
 OL0343
 OL0343.The orthometric height was determined by differential leveling
 OL0343.and adjusted by the National Geodetic Survey in June 1991..
 OL0343
 OL0343.The geoid height was determined by GEOID03.
 OL0343
 OL0343.The dynamic height is computed by dividing the NAVD 88
 OL0343.geopotential number by the normal gravity value computed on the
 OL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0343.degrees latitude (g = 980.6199 gals.).
 OL0343
 OL0343.The modeled gravity was interpolated from observed gravity values.
 OL0343
 OL0343;                    North         East    Units  Estimated Accuracy
 OL0343;SPC MI S     -   216,080.    3,839,900.      MT  (+/- 180 meters Scaled)
 OL0343
 OL0343                          SUPERSEDED SURVEY CONTROL
 OL0343
 OL0343.No superseded survey control is available for this station.
 OL0343
 OL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP530085(NAD 83)
 OL0343_MARKER: I = METAL ROD
 OL0343_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0343_SP_SET: STAINLESS STEEL ROD
 OL0343_STAMPING: K 316 1984
 OL0343_MARK LOGO: NGS   
 OL0343_PROJECTION: RECESSED 3 CENTIMETERS
 OL0343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0343_ROD/PIPE-DEPTH: 30.5 meters
 OL0343
 OL0343  HISTORY     - Date     Condition        Report By
 OL0343  HISTORY     - 1984     MONUMENTED       NGS
 OL0343  HISTORY     - 19940627 GOOD             USPSQD
 OL0343
 OL0343                          STATION DESCRIPTION
 OL0343
 OL0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0343'1.3 KM (0.85 MI) NORTH FROM MONTAGUE.
 OL0343'0.1 KM (0.05 MI) EAST ALONG SPRING STREET FROM THE POST OFFICE IN
 OL0343'MONTAGUE, THENCE 1.3 KM (0.8 MI) NORTH ALONG OCEANA DRIVE, AT 9343
 OL0343'OCEANA DRIVE, SET BY A POWERLINE POLE EAST-NORTHEAST OF THE NORTHEAST
 OL0343'CORNER OF THE WHITELAKE SKATELAND BUILDING, 11.12 METERS (36.5 FT)
 OL0343'WEST OF THE CENTERLINE OF OCEANA DRIVE, 10.82 METERS (35.5 FT) NORTH
 OL0343'OF THE CENTER OF THE DRIVEWAY ENTRANCE TO THE WHITELAKE SKATELAND,
 OL0343'10.21 METERS (33.5 FT) SOUTH-SOUTHWEST OF THE SOUTH END OF A CONCRETE
 OL0343'CULVERT, AND 0.76 METERS (2.5 FT) SOUTH OF A POWERLINE POLE.  NOTE,
 OL0343'DRIVING RATE MET AND ROD ANCHORED.
 OL0343'THE MARK IS 0.21 METERS  E FROM A WITNESS POST.
 OL0343'THE MARK IS 0.2 M ABOVE OCEANA DRIVE.
 OL0343
 OL0343                          STATION RECOVERY (1994)
 OL0343
 OL0343'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0375 ***********************************************************************
 OL0375  DESIGNATION -  K 317
 OL0375  PID         -  OL0375
 OL0375  STATE/COUNTY-  MI/OTTAWA
 OL0375  USGS QUAD   -  GRAND HAVEN (1980)
 OL0375
 OL0375                         *CURRENT SURVEY CONTROL
 OL0375  ___________________________________________________________________
 OL0375* NAD 83(1994)-  43 05 17.67261(N)    086 13 14.34339(W)     ADJUSTED  
 OL0375* NAVD 88     -       180.364  (meters)     591.74   (feet)  ADJUSTED  
 OL0375  ___________________________________________________________________
 OL0375  X           -     307,514.367 (meters)                     COMP
 OL0375  Y           -  -4,655,223.398 (meters)                     COMP
 OL0375  Z           -   4,334,766.437 (meters)                     COMP
 OL0375  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 OL0375  ELLIP HEIGHT-         146.75  (meters)          (07/17/02) GPS OBS
 OL0375  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 OL0375  DYNAMIC HT  -         180.324 (meters)     591.61  (feet)  COMP
 OL0375  MODELED GRAV-     980,392.3   (mgal)                       NAVD 88
 OL0375  OBS GRAVITY -     980,397.2   (mgal)                       GRAV_OBS
 OL0375
 OL0375  HORZ ORDER  -  FIRST
 OL0375  VERT ORDER  -  FIRST     CLASS II
 OL0375  ELLP ORDER  -  FOURTH    CLASS I
 OL0375
 OL0375.The horizontal coordinates were established by GPS observations
 OL0375.and adjusted by the National Geodetic Survey in February 1997..
 OL0375
 OL0375.The orthometric height was determined by differential leveling
 OL0375.and adjusted by the National Geodetic Survey in June 1991..
 OL0375
 OL0375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0375
 OL0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0375
 OL0375.The ellipsoidal height was determined by GPS observations
 OL0375.and is referenced to NAD 83.
 OL0375
 OL0375.The geoid height was determined by GEOID03.
 OL0375
 OL0375.The dynamic height is computed by dividing the NAVD 88
 OL0375.geopotential number by the normal gravity value computed on the
 OL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0375.degrees latitude (g = 980.6199 gals.).
 OL0375
 OL0375.The modeled gravity was interpolated from observed gravity values.
 OL0375.The observed gravity was obtained from relative gravimeter ties
 OL0375.to the IGSN71 gravity network.
 OL0375
 OL0375;                    North         East     Units Scale Factor Converg.
 OL0375;SPC MI S     -   178,080.747 3,849,066.154   MT  0.99991315   -1 15 42.1
 OL0375;SPC MI S     -   584,254.42 12,628,169.80   iFT  0.99991315   -1 15 42.1
 OL0375;UTM  16      - 4,770,908.756   563,432.612   MT  0.99964950   +0 31 56.7
 OL0375
 OL0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0375!SPC MI S     -   0.99997699  x   0.99991315  =   0.99989014
 OL0375!UTM  16      -   0.99997699  x   0.99964950  =   0.99962649
 OL0375
 OL0375                          SUPERSEDED SURVEY CONTROL
 OL0375
 OL0375  ELLIP H (02/03/97)  146.77   (m)                       GP(       ) 4 1
 OL0375  NAD 83(1994)-  43 05 17.67421(N)    086 13 14.35438(W) AD(       ) 1
 OL0375  NAVD 88 (12/16/94)  180.36   (m)          591.7    (f) LEVELING    3  
 OL0375
 OL0375.Superseded values are not recommended for survey control.
 OL0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0375.See file dsdata.txt to determine how the superseded data were derived.
 OL0375
 OL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6343370909(NAD 83)
 OL0375_MARKER: I = METAL ROD
 OL0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0375_SP_SET: STAINLESS STEEL ROD
 OL0375_STAMPING: K 317 1984
 OL0375_MARK LOGO: NGS   
 OL0375_PROJECTION: FLUSH
 OL0375_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0375+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2006
 OL0375_ROD/PIPE-DEPTH: 29.3 meters
 OL0375
 OL0375  HISTORY     - Date     Condition        Report By
 OL0375  HISTORY     - 1984     MONUMENTED       NGS
 OL0375  HISTORY     - 19920418 GOOD             USPSQD
 OL0375  HISTORY     - 19930305 GOOD             MIDT
 OL0375  HISTORY     - 19960915 GOOD             USPSQD
 OL0375  HISTORY     - 19970308 GOOD             USPSQD
 OL0375  HISTORY     - 20051201 MARK NOT FOUND   INDIV
 OL0375  HISTORY     - 20060501 GOOD             WILWRK
 OL0375
 OL0375                          STATION DESCRIPTION
 OL0375
 OL0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0375'5.5 KM (3.45 MI) NORTH FROM GRAND HAVEN.
 OL0375'0.7 KM (0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN
 OL0375'GRAND HAVEN, THENCE 2.0 KM (1.25 MI) NORTH ALONG U.S. HIGHWAY 31
 OL0375'(BEACON BOULEVARD) TO THE FERRYBURG EXIT TO THIRD STREET, THENCE
 OL0375'0.5 KM (0.35 MI) NORTHWEST ALONG THIRD STREET, THENCE 0.7 KM (0.45 MI)
 OL0375'NORTH ALONG 174TH STREET TO RIDGE STREET, LEADING EAST TO ROOSEVELT
 OL0375'ROAD AND RIDGE AVENUE, 9.90 METERS (32.5 FT) EAST OF THE CENTERLINE OF
 OL0375'174TH STREET, 5.48 METERS (18.0 FT) NORTH OF THE CENTER OF RIDGE
 OL0375'STREET, 26.88 METERS (88.2 FT) NORTH AND ACROSS RIDGE STREET FROM A
 OL0375'YELLOW FIRE HYDRANT, 13.65 METERS (44.8 FT) WEST-SOUTHWEST OF A METAL
 OL0375'0.6 METER (2.0 FT) DIAMETER SEWER MANHOLE COVER, 0.85 METERS (2.8 FT)
 OL0375'NORTH-NORTHEAST OF THE NORTH CURB OF RIDGE STREET, AND 0.76 METERS
 OL0375'(2.5 FT) SOUTH OF A POWERLINE POLE.  NOTE, DRIVING RATE 1 MINUTE PER
 OL0375'FOOT, ROD ANCHORED.
 OL0375'THE MARK IS 0.76 METERS  SSE FROM A WITNESS POST.
 OL0375'THE MARK IS ABOVE LEVEL WITH 174TH STREET.
 OL0375
 OL0375                          STATION RECOVERY (1992)
 OL0375
 OL0375'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0375'RECOVERED IN GOOD CONDITION.
 OL0375
 OL0375                          STATION RECOVERY (1993)
 OL0375
 OL0375'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 OL0375'STATION IS LOCATED IN QUAD 430862 ON THE GRAND HAVEN QUADRANGLE MAP.
 OL0375'IT IS IN SECTION 4, T-8-N, R-16-W, SPRING LAKE TOWNSHIP, ABOUT 3.0 MI
 OL0375'(4.8 KM) NORTH OF GRAND HAVEN, ABOUT 14.5 MI (23.3 KM) NORTHWEST OF
 OL0375'COOPERSVILLE, AND ABOUT 24.0 MI (38.6 KM) NORTH OF HOLLAND. TO REACH
 OL0375'FROM THE POST OFFICE IN GRAND HAVEN GO 0.45 MI (0.72 KM) EAST ALONG
 OL0375'WASHINGTON TO UNITED STATES HIGHWAY 31.  TURN LEFT AND PROCEED NORTH
 OL0375'ALONG UNITED STATES HIGHWAY 31 FOR 1.25 MILES (2.01 KM) CROSSING THE
 OL0375'DRAW BRIDGE TO THE FERRYSBURG EXIT AND THIRD STREET. TURN LEFT AND
 OL0375'PROCEED WEST FOR 0.35 MI (0.56 KM) ALONG THIRD STREET TO 174TH AVENUE.
 OL0375'TURN RIGHT AND PROCEED NORTH ALONG 174TH AVENUE FOR 0.45 MI (0.72 KM)
 OL0375'AND THE NORTHEAST QUADRANT OF THE INTERSECTION OF RIDGE STREET AND THE
 OL0375'STATION AS DESCRIBED. STATION IS 19 FT (5.8 M) NORTH OF THE CENTER OF
 OL0375'RIDGE STREET, 32 FT (9.8 M) EAST OF THE CENTER OF 174TH AVENUE, 45 FT
 OL0375'(13.7 M) SOUTHWESTERLY OF A SEWER MANHOLE, AND 2.5 FT (0.8 M) SOUTH OF
 OL0375'A UTILITY POLE WITH CARSONITE WITNESS POST DRIVEN ALONGSIDE.
 OL0375
 OL0375                          STATION RECOVERY (1996)
 OL0375
 OL0375'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0375'RECOVERED IN GOOD CONDITION.
 OL0375
 OL0375                          STATION RECOVERY (1997)
 OL0375
 OL0375'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0375'RECOVERED IN GOOD CONDITION.
 OL0375
 OL0375                          STATION RECOVERY (2005)
 OL0375
 OL0375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0375'MARK NOT FOUND.
 OL0375
 OL0375                          STATION RECOVERY (2006)
 OL0375
 OL0375'RECOVERY NOTE BY WILLIAMS AND WORK INC 2006 (JDL)
 OL0375'RECOVERED AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0311 ***********************************************************************
 OL0311  DESIGNATION -  K 318
 OL0311  PID         -  OL0311
 OL0311  STATE/COUNTY-  MI/MASON
 OL0311  USGS QUAD   -  
 OL0311
 OL0311                         *CURRENT SURVEY CONTROL
 OL0311  ___________________________________________________________________
 OL0311* NAD 83(1986)-  43 51 48.     (N)    086 23 50.     (W)     SCALED    
 OL0311* NAVD 88     -       215.047  (meters)     705.53   (feet)  ADJUSTED  
 OL0311  ___________________________________________________________________
 OL0311  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 OL0311  DYNAMIC HT  -         215.008 (meters)     705.41  (feet)  COMP
 OL0311  MODELED GRAV-     980,432.3   (mgal)                       NAVD 88
 OL0311  OBS GRAVITY -     980,428.6   (mgal)                       GRAV_OBS
 OL0311
 OL0311  VERT ORDER  -  FIRST     CLASS II
 OL0311
 OL0311.The horizontal coordinates were scaled from a topographic map and have
 OL0311.an estimated accuracy of +/- 6 seconds.
 OL0311
 OL0311.The orthometric height was determined by differential leveling
 OL0311.and adjusted by the National Geodetic Survey in June 1991..
 OL0311
 OL0311.The geoid height was determined by GEOID03.
 OL0311
 OL0311.The dynamic height is computed by dividing the NAVD 88
 OL0311.geopotential number by the normal gravity value computed on the
 OL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0311.degrees latitude (g = 980.6199 gals.).
 OL0311
 OL0311.The modeled gravity was interpolated from observed gravity values.
 OL0311.The observed gravity was obtained from relative gravimeter ties
 OL0311.to the IGSN71 gravity network.
 OL0311
 OL0311;                    North         East    Units  Estimated Accuracy
 OL0311;SPC MI C     -    62,790.    5,836,770.      MT  (+/- 180 meters Scaled)
 OL0311
 OL0311                          SUPERSEDED SURVEY CONTROL
 OL0311
 OL0311.No superseded survey control is available for this station.
 OL0311
 OL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP484568(NAD 83)
 OL0311_MARKER: I = METAL ROD
 OL0311_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0311_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0311_STAMPING: K 318 1984
 OL0311_MARK LOGO: NGS   
 OL0311_PROJECTION: RECESSED 5 CENTIMETERS
 OL0311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0311+STABILITY: POSITION/ELEVATION WELL
 OL0311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0311+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0311_ROD/PIPE-DEPTH: 24.4 meters
 OL0311_SLEEVE-DEPTH  : 3.0 meters
 OL0311
 OL0311  HISTORY     - Date     Condition        Report By
 OL0311  HISTORY     - 1984     MONUMENTED       NGS
 OL0311  HISTORY     - 19970807 GOOD             USPSQD
 OL0311  HISTORY     - 20011013 GOOD             USPSQD
 OL0311  HISTORY     - 20021009 GOOD             USPSQD
 OL0311  HISTORY     - 20051014 GOOD             USPSQD
 OL0311
 OL0311                          STATION DESCRIPTION
 OL0311
 OL0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0311'13.9 KM (8.6 MI) SOUTH FROM LUDINGTON.
 OL0311'2.5 KM (1.55 MI) EAST ALONG LUDINGTON AVENUE (U.S. HIGHWAY 10) FROM
 OL0311'THE POST OFFICE IN LUDINGTON, THENCE 11.4 KM (7.05 MI) SOUTH ALONG
 OL0311'U.S. HIGHWAY 31, IN THE WEST LAWN OF THE CHURCH OF CHRIST BUILT IN
 OL0311'1894 (ORIGINAL STRUCTURE), 13.2 METERS (43.2 FT) EAST OF THE
 OL0311'CENTERLINE OF THE HIGHWAY, 7.9 METERS (26.2 FT) NORTH OF THE EAST ONE
 OL0311'OF TWO CHURCH SIGN SUPPORT POSTS, 6.8 METERS (22.3 FT) WEST OF THE
 OL0311'CENTER OF THE WEST ENTRANCE DOORS OF THE CHURCH, 2.9 METERS (9.5 FT)
 OL0311'SOUTH OF A 4 INCH CRAB APPLE TREE, 8.0 METERS (26.3 FT) NORTH OF A 3
 OL0311'INCH RED MAPLE TREE, 11.3 METERS (37.0 FT) SOUTH OF THE APPROXIMATE
 OL0311'CENTER OF A GRAVEL ENTRANCE DRIVE TO THE NORTH SIDE OF THE CHURCH, AND
 OL0311'75.9 METERS (49.1 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH.
 OL0311'THE MARK IS 0.31 M ABOVE HIGHWAY.
 OL0311
 OL0311                          STATION RECOVERY (1997)
 OL0311
 OL0311'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0311'RECOVERED IN GOOD CONDITION.
 OL0311
 OL0311                          STATION RECOVERY (2001)
 OL0311
 OL0311'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 OL0311'RECOVERED IN GOOD CONDITION.
 OL0311
 OL0311                          STATION RECOVERY (2002)
 OL0311
 OL0311'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0311'RECOVERED IN GOOD CONDITION.
 OL0311
 OL0311                          STATION RECOVERY (2005)
 OL0311
 OL0311'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0426 ***********************************************************************
 NG0426  DESIGNATION -  K 319
 NG0426  PID         -  NG0426
 NG0426  STATE/COUNTY-  MI/ALLEGAN
 NG0426  USGS QUAD   -  FENNVILLE (1981)
 NG0426
 NG0426                         *CURRENT SURVEY CONTROL
 NG0426  ___________________________________________________________________
 NG0426* NAD 83(1986)-  42 37 06.     (N)    086 06 53.     (W)     SCALED    
 NG0426* NAVD 88     -       191.938  (meters)     629.72   (feet)  ADJUSTED  
 NG0426  ___________________________________________________________________
 NG0426  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NG0426  DYNAMIC HT  -         191.886 (meters)     629.55  (feet)  COMP
 NG0426  MODELED GRAV-     980,348.2   (mgal)                       NAVD 88
 NG0426
 NG0426  VERT ORDER  -  FIRST     CLASS II
 NG0426
 NG0426.The horizontal coordinates were scaled from a topographic map and have
 NG0426.an estimated accuracy of +/- 6 seconds.
 NG0426
 NG0426.The orthometric height was determined by differential leveling
 NG0426.and adjusted by the National Geodetic Survey in June 1991..
 NG0426
 NG0426.The geoid height was determined by GEOID03.
 NG0426
 NG0426.The dynamic height is computed by dividing the NAVD 88
 NG0426.geopotential number by the normal gravity value computed on the
 NG0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0426.degrees latitude (g = 980.6199 gals.).
 NG0426
 NG0426.The modeled gravity was interpolated from observed gravity values.
 NG0426
 NG0426;                    North         East    Units  Estimated Accuracy
 NG0426;SPC MI S     -   125,710.    3,856,610.      MT  (+/- 180 meters Scaled)
 NG0426
 NG0426                          SUPERSEDED SURVEY CONTROL
 NG0426
 NG0426.No superseded survey control is available for this station.
 NG0426
 NG0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN726188(NAD 83)
 NG0426_MARKER: I = METAL ROD
 NG0426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0426_SP_SET: STAINLESS STEEL ROD
 NG0426_STAMPING: K 319 1984
 NG0426_MARK LOGO: NGS   
 NG0426_PROJECTION: FLUSH
 NG0426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0426_ROD/PIPE-DEPTH: 12.2 meters
 NG0426
 NG0426  HISTORY     - Date     Condition        Report By
 NG0426  HISTORY     - 1984     MONUMENTED       NGS
 NG0426  HISTORY     - 1988     GOOD             USPSQD
 NG0426
 NG0426                          STATION DESCRIPTION
 NG0426
 NG0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0426'3.6 KM (2.25 MI) NORTH FROM FENNVILLE.
 NG0426'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0426'POST OFFICE IN FENNVILLE, THENCE 2.8 KM (1.75 MI) NORTH ALONG 58TH
 NG0426'STREET, AT A POWERLINE POLE, ABOUT 11.43 METERS (37.5 FT) SOUTH OF THE
 NG0426'CENTER OF A WIDE GRAVEL DRIVEWAY LEADING WEST TO THE SEYFERTH
 NG0426'RESIDENCES, 39.31 METERS (129.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER
 NG0426'OF THE HOUSE, 13.04 METERS (42.8 FT) WEST OF THE CENTERLINE OF 58TH
 NG0426'STREET, 7.92 METERS (26.0 FT) SOUTHWEST OF THE CENTER OF THE SOUTH END
 NG0426'OF A CONCRETE HEADWALL UNDER THE DRIVEWAY, 4.57 METERS (15.0 FT) SOUTH
 NG0426'OF A GUY WIRE ANCHOR, AND 0.60 METERS (2.0 FT) NORTH OF A POWERLINE
 NG0426'POLE WITH A TRANSFORMER ATTACHED.
 NG0426'THE MARK IS 0.67 METERS  N FROM A WITNESS POST.
 NG0426'THE MARK IS 0.6 M ABOVE 58TH STREET.
 NG0426
 NG0426                          STATION RECOVERY (1988)
 NG0426
 NG0426'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0637 ***********************************************************************
 NE0637  DESIGNATION -  K 32
 NE0637  PID         -  NE0637
 NE0637  STATE/COUNTY-  MI/MACOMB
 NE0637  USGS QUAD   -  HIGHLAND PARK (1983)
 NE0637
 NE0637                         *CURRENT SURVEY CONTROL
 NE0637  ___________________________________________________________________
 NE0637* NAD 83(1986)-  42 28 39.     (N)    083 02 15.     (W)     SCALED    
 NE0637* NAVD 88     -       192.006  (meters)     629.94   (feet)  ADJUSTED  
 NE0637  ___________________________________________________________________
 NE0637  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NE0637  DYNAMIC HT  -         191.953 (meters)     629.77  (feet)  COMP
 NE0637  MODELED GRAV-     980,337.0   (mgal)                       NAVD 88
 NE0637
 NE0637  VERT ORDER  -  FIRST     CLASS II
 NE0637
 NE0637.The horizontal coordinates were scaled from a topographic map and have
 NE0637.an estimated accuracy of +/- 6 seconds.
 NE0637
 NE0637.The orthometric height was determined by differential leveling
 NE0637.and adjusted by the National Geodetic Survey in June 1991..
 NE0637
 NE0637.The geoid height was determined by GEOID03.
 NE0637
 NE0637.The dynamic height is computed by dividing the NAVD 88
 NE0637.geopotential number by the normal gravity value computed on the
 NE0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0637.degrees latitude (g = 980.6199 gals.).
 NE0637
 NE0637.The modeled gravity was interpolated from observed gravity values.
 NE0637
 NE0637;                    North         East    Units  Estimated Accuracy
 NE0637;SPC MI S     -   109,440.    4,109,280.      MT  (+/- 180 meters Scaled)
 NE0637
 NE0637                          SUPERSEDED SURVEY CONTROL
 NE0637
 NE0637  NGVD 29 (??/??/92)  192.152  (m)          630.42   (f) ADJ UNCH    1 2
 NE0637
 NE0637.Superseded values are not recommended for survey control.
 NE0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0637.See file dsdata.txt to determine how the superseded data were derived.
 NE0637
 NE0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH325048(NAD 83)
 NE0637_MARKER: DB = BENCH MARK DISK
 NE0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0637_STAMPING: 630.419 K 32 1930
 NE0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0637+STABILITY: SURFACE MOTION
 NE0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0637+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 NE0637
 NE0637  HISTORY     - Date     Condition        Report By
 NE0637  HISTORY     - 1930     MONUMENTED       CGS
 NE0637  HISTORY     - 1934     GOOD             NGS
 NE0637  HISTORY     - 20010802 MARK NOT FOUND   INDIV
 NE0637  HISTORY     - 20021012 GOOD             USPSQD
 NE0637  HISTORY     - 20060523 GOOD             SPALD
 NE0637
 NE0637                          STATION DESCRIPTION
 NE0637
 NE0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0637'3 MI S FROM WARREN.
 NE0637'3.0 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM WARREN,
 NE0637'MACOMB COUNTY, 28 RAILS SOUTH OF MILEPOST D 14, 3 RAILS SOUTH
 NE0637'OF POWER-TRANSMISSION LINE TOWER 1916, 75 FEET NORTH OF THE
 NE0637'CENTERLINE OF TEN MILE ROAD AND 16 FEET EAST OF THE EAST RAIL OF
 NE0637'THE MAIN TRACK.  A STANDARD DISK, STAMPED 630.419 K 32 1930 AND
 NE0637'SET IN THE TOP OF A CONCRETE POST PROJECTNG 5 INCHES ABOVE THE
 NE0637'GROUND.
 NE0637
 NE0637                          STATION RECOVERY (2001)
 NE0637
 NE0637'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 NE0637'NEW RAILROAD TRACKS HAVE BEEN LAID, KNOCKING OUT THE OLD SIGNAL TOWERS
 NE0637' 
 NE0637
 NE0637                          STATION RECOVERY (2002)
 NE0637
 NE0637'RECOVERY NOTE BY US POWER SQUADRON 2002 (DR)
 NE0637'NEW DIRECTIONS TO STATION - 216 FEET WEST OF CENTERLINE OF SHERWOOD
 NE0637'RD. 81 FEET NORTH OF CENTERLINE OF 10 MILE RD. 16 FEET 9 INCHES EAST
 NE0637'OF EAST RAILROAD TRACK. 22 FEET NORTH OF SIGNAL BOX BASE. WITNESS POST
 NE0637'INSTALLED 4 FEET 3 INCHES EAST OF MARKER.
 NE0637
 NE0637                          STATION RECOVERY (2006)
 NE0637
 NE0637'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0637'MDOT STATE PLANE COORDINATES
 NE0637'MICHIGAN SOUTH ZONE
 NE0637'N   359022.22
 NE0637'E 13481873.32
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0250 ***********************************************************************
 PM0250  DESIGNATION -  K 321
 PM0250  PID         -  PM0250
 PM0250  STATE/COUNTY-  MI/MANISTEE
 PM0250  USGS QUAD   -  MILLERTON (1987)
 PM0250
 PM0250                         *CURRENT SURVEY CONTROL
 PM0250  ___________________________________________________________________
 PM0250* NAD 83(1986)-  44 21 31.     (N)    086 07 18.     (W)     SCALED    
 PM0250* NAVD 88     -       239.170  (meters)     784.68   (feet)  ADJUSTED  
 PM0250  ___________________________________________________________________
 PM0250  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 PM0250  DYNAMIC HT  -         239.142 (meters)     784.59  (feet)  COMP
 PM0250  MODELED GRAV-     980,495.6   (mgal)                       NAVD 88
 PM0250
 PM0250  VERT ORDER  -  FIRST     CLASS II
 PM0250
 PM0250.The horizontal coordinates were scaled from a topographic map and have
 PM0250.an estimated accuracy of +/- 6 seconds.
 PM0250
 PM0250.The orthometric height was determined by differential leveling
 PM0250.and adjusted by the National Geodetic Survey in June 1991..
 PM0250
 PM0250.The geoid height was determined by GEOID03.
 PM0250
 PM0250.The dynamic height is computed by dividing the NAVD 88
 PM0250.geopotential number by the normal gravity value computed on the
 PM0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0250.degrees latitude (g = 980.6199 gals.).
 PM0250
 PM0250.The modeled gravity was interpolated from observed gravity values.
 PM0250
 PM0250;                    North         East    Units  Estimated Accuracy
 PM0250;SPC MI C     -   117,300.    5,860,110.      MT  (+/- 180 meters Scaled)
 PM0250
 PM0250                          SUPERSEDED SURVEY CONTROL
 PM0250
 PM0250.No superseded survey control is available for this station.
 PM0250
 PM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ699120(NAD 83)
 PM0250_MARKER: I = METAL ROD
 PM0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0250_SP_SET: STAINLESS STEEL ROD
 PM0250_STAMPING: K 321 1984
 PM0250_MARK LOGO: NGS   
 PM0250_PROJECTION: FLUSH
 PM0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0250+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 PM0250_ROD/PIPE-DEPTH: 7.3  meters
 PM0250
 PM0250  HISTORY     - Date     Condition        Report By
 PM0250  HISTORY     - 1984     MONUMENTED       NGS
 PM0250  HISTORY     - 19961023 GOOD             USPSQD
 PM0250  HISTORY     - 20031010 GOOD             USPSQD
 PM0250  HISTORY     - 20050419 GOOD             MIDT
 PM0250
 PM0250                          STATION DESCRIPTION
 PM0250
 PM0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0250'23.52 KM (14.7 MI) NE FROM MANISTEE.
 PM0250'16.0 KM (10.0 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0250'IN MANISTEE, THENCE 2.56 KM (1.6 MI) NORTHEAST ALONG OLD HIGHWAY 31,
 PM0250'THENCE 1.6 KM (1.0 MI) EAST ALONG LYMAN ROAD, THENCE 1.68 KM (1.05 MI)
 PM0250'NORTH ALONG ADAMSON LAKE ROAD, THENCE 1.68 KM (1.05 MI) EAST ALONG 8
 PM0250'MILE ROAD, 26.4 METERS (86.5 FT) NORTH OF THE CENTERLINE OF THE
 PM0250'HIGHWAY, 11.3 METERS (37.0 FT) EAST OF THE CENTERLINE OF ANDERSON
 PM0250'ROAD, 3.4 METERS (11.0 FT) EAST OF A POWERLINE POLE WITH A GUY WIRE
 PM0250'ATTACHED, AND 0.3 METER (1.0 FT) SOUTH OF AN ANCHOR.
 PM0250'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PM0250'THE MARK IS 1.0 M ABOVE CENTERLINE OF HIGHWAY.
 PM0250
 PM0250                          STATION RECOVERY (1996)
 PM0250
 PM0250'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0250'RECOVERED IN GOOD CONDITION.
 PM0250
 PM0250                          STATION RECOVERY (2003)
 PM0250
 PM0250'RECOVERY NOTE BY US POWER SQUADRON 2003 (SVR)
 PM0250'RECOVERED IN GOOD CONDITION.
 PM0250
 PM0250                          STATION RECOVERY (2005)
 PM0250
 PM0250'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (JGC)
 PM0250'POSITION ADJUSTED TO OPUS NETWORK
 PM0250' 44 21 31.705152 N 86  7 17.828297 W 204.3112
 PM0250'  117317.5247  5860108.9007 239.1700   -34.8588 0.0032 0.0027 0.0000
 PM0250'  384900.0153   19226079.0705 784.6780  -114.3661 0.0103 0.0088 0.0000
 PM0250' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1217 ***********************************************************************
 NF1217  DESIGNATION -  K 322
 NF1217  PID         -  NF1217
 NF1217  STATE/COUNTY-  MI/KALAMAZOO
 NF1217  USGS QUAD   -  KALAMAZOO (1995)
 NF1217
 NF1217                         *CURRENT SURVEY CONTROL
 NF1217  ___________________________________________________________________
 NF1217* NAD 83(1986)-  42 17 31.     (N)    085 35 28.     (W)     SCALED    
 NF1217* NAVD 88     -       241.297  (meters)     791.66   (feet)  ADJUSTED  
 NF1217  ___________________________________________________________________
 NF1217  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 NF1217  DYNAMIC HT  -         241.223 (meters)     791.41  (feet)  COMP
 NF1217  MODELED GRAV-     980,306.1   (mgal)                       NAVD 88
 NF1217
 NF1217  VERT ORDER  -  FIRST     CLASS II
 NF1217
 NF1217.The horizontal coordinates were scaled from a topographic map and have
 NF1217.an estimated accuracy of +/- 6 seconds.
 NF1217
 NF1217.The orthometric height was determined by differential leveling
 NF1217.and adjusted by the National Geodetic Survey in June 1991..
 NF1217
 NF1217.The geoid height was determined by GEOID03.
 NF1217
 NF1217.The dynamic height is computed by dividing the NAVD 88
 NF1217.geopotential number by the normal gravity value computed on the
 NF1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1217.degrees latitude (g = 980.6199 gals.).
 NF1217
 NF1217.The modeled gravity was interpolated from observed gravity values.
 NF1217
 NF1217;                    North         East    Units  Estimated Accuracy
 NF1217;SPC MI S     -    88,700.    3,899,030.      MT  (+/- 180 meters Scaled)
 NF1217
 NF1217                          SUPERSEDED SURVEY CONTROL
 NF1217
 NF1217  NGVD 29 (01/19/93)  241.431  (m)          792.09   (f) ADJUSTED    1 2
 NF1217
 NF1217.Superseded values are not recommended for survey control.
 NF1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1217.See file dsdata.txt to determine how the superseded data were derived.
 NF1217
 NF1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM161831(NAD 83)
 NF1217_MARKER: F = FLANGE-ENCASED ROD
 NF1217_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1217_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1217_STAMPING: K 322 1984
 NF1217_MARK LOGO: NGS   
 NF1217_PROJECTION: FLUSH
 NF1217_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1217+STABILITY: POSITION/ELEVATION WELL
 NF1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1217+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2004
 NF1217_ROD/PIPE-DEPTH: 25.6 meters
 NF1217_SLEEVE-DEPTH  : 4.00 meters
 NF1217
 NF1217  HISTORY     - Date     Condition        Report By
 NF1217  HISTORY     - 1984     MONUMENTED       NGS
 NF1217  HISTORY     - 1985     GOOD             NGS
 NF1217  HISTORY     - 19930105 GOOD             NGS
 NF1217  HISTORY     - 19970309 GOOD             USPSQD
 NF1217  HISTORY     - 20010528 GOOD             NGS
 NF1217  HISTORY     - 20021017 GOOD             USPSQD
 NF1217  HISTORY     - 20030801 GOOD             OHM
 NF1217  HISTORY     - 20041221 GOOD             MIDH
 NF1217
 NF1217                          STATION DESCRIPTION
 NF1217
 NF1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1217'IN KALAMAZOO.
 NF1217'IN KALAMAZOO, AT THE INTERSECTION OF MICHIGAN AVENUE AND ALLEN
 NF1217'BOULEVARD, 32.9 M (107.9 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 NF1217'20.1 M (65.9 FT) NORTH OF THE CENTER OF THE AVENUE, 14.2 M (46.6 FT)
 NF1217'WEST OF THE CENTER OF THE WEST EXIT OF A CHURCH PARKING LOT, 10.1 M
 NF1217'(33.1 FT) WEST OF A NORTH-SOUTH HEDGE ROW, 7.3 M (24.0 FT) SOUTH OF
 NF1217'THE SOUTHEAST CORNER OF THE CHURCH, AND 5.3 M (17.4 FT) SOUTHEAST OF
 NF1217'THE SOUTHEAST CORNER OF THE STEPS LEADING TO THE CHURCH.  NOTE--ACCESS
 NF1217'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1217'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NF1217
 NF1217                          STATION RECOVERY (1985)
 NF1217
 NF1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF1217'RECOVERED IN GOOD CONDITION.
 NF1217
 NF1217                          STATION RECOVERY (1993)
 NF1217
 NF1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 NF1217'IN KALAMAZOO AT THE INTERSECTION OF MICHIGAN AVENUE AND ALLEN
 NF1217'BOULEVARD, 32.9 M (107.9 FT) EAST OF THE CENTER OF THE BOULEVARD, 20.1
 NF1217'M (65.9 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 14.2 M (46.6 FT)
 NF1217'WEST OF THE DRIVEWAY OF A PARKING LOT, 7.3 M (24.0 FT) SOUTH OF THE
 NF1217'SOUTHEAST CORNER OF THE ROMAN CATHOLIC CHURCH OF SAINT AUGUSTINE, 5.3
 NF1217'M (17.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH ENTRANCE
 NF1217'STEPS, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS
 NF1217'TO THE DATUM POINT IS THROUGH A 5-INGH LOGO CAP.
 NF1217
 NF1217                          STATION RECOVERY (1997)
 NF1217
 NF1217'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1217'RECOVERED IN GOOD CONDITION.
 NF1217
 NF1217                          STATION RECOVERY (2001)
 NF1217
 NF1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 NF1217'RECOVERED AS DESCRIBED.
 NF1217
 NF1217                          STATION RECOVERY (2002)
 NF1217
 NF1217'RECOVERY NOTE BY US POWER SQUADRON 2002 (SYV)
 NF1217'RECOVERED IN GOOD CONDITION.
 NF1217
 NF1217                          STATION RECOVERY (2003)
 NF1217
 NF1217'RECOVERY NOTE BY ORCH HILTZ MCCL INC 2003 (CDF)
 NF1217'RECOVERED IN GOOD CONDITION.
 NF1217
 NF1217                          STATION RECOVERY (2004)
 NF1217
 NF1217'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2004 (GRH)
 NF1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1228 ***********************************************************************
 NF1228  DESIGNATION -  K 323
 NF1228  PID         -  NF1228
 NF1228  STATE/COUNTY-  MI/VAN BUREN
 NF1228  USGS QUAD   -  MERSON (1981)
 NF1228
 NF1228                         *CURRENT SURVEY CONTROL
 NF1228  ___________________________________________________________________
 NF1228* NAD 83(1986)-  42 22 32.     (N)    085 46 42.     (W)     SCALED    
 NF1228* NAVD 88     -       221.778  (meters)     727.62   (feet)  ADJUSTED  
 NF1228  ___________________________________________________________________
 NF1228  GEOID HEIGHT-         -32.97  (meters)                     GEOID03
 NF1228  DYNAMIC HT  -         221.714 (meters)     727.41  (feet)  COMP
 NF1228  MODELED GRAV-     980,330.9   (mgal)                       NAVD 88
 NF1228
 NF1228  VERT ORDER  -  FIRST     CLASS II
 NF1228
 NF1228.The horizontal coordinates were scaled from a topographic map and have
 NF1228.an estimated accuracy of +/- 6 seconds.
 NF1228
 NF1228.The orthometric height was determined by differential leveling
 NF1228.and adjusted by the National Geodetic Survey in June 1991..
 NF1228
 NF1228.The geoid height was determined by GEOID03.
 NF1228
 NF1228.The dynamic height is computed by dividing the NAVD 88
 NF1228.geopotential number by the normal gravity value computed on the
 NF1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1228.degrees latitude (g = 980.6199 gals.).
 NF1228
 NF1228.The modeled gravity was interpolated from observed gravity values.
 NF1228
 NF1228;                    North         East    Units  Estimated Accuracy
 NF1228;SPC MI S     -    98,230.    3,883,740.      MT  (+/- 180 meters Scaled)
 NF1228
 NF1228                          SUPERSEDED SURVEY CONTROL
 NF1228
 NF1228  NGVD 29 (01/19/93)  221.910  (m)          728.05   (f) ADJUSTED    1 2
 NF1228
 NF1228.Superseded values are not recommended for survey control.
 NF1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1228.See file dsdata.txt to determine how the superseded data were derived.
 NF1228
 NF1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM005921(NAD 83)
 NF1228_MARKER: I = METAL ROD
 NF1228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1228_SP_SET: STAINLESS STEEL ROD
 NF1228_STAMPING: K 323 1984
 NF1228_MARK LOGO: NGS   
 NF1228_PROJECTION: FLUSH
 NF1228_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1228+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1993
 NF1228_ROD/PIPE-DEPTH: 15.8 meters
 NF1228
 NF1228  HISTORY     - Date     Condition        Report By
 NF1228  HISTORY     - 1984     MONUMENTED       NGS
 NF1228  HISTORY     - 19930619 GOOD             LOCSUR
 NF1228  HISTORY     - 19930619 GOOD             LOCSUR
 NF1228
 NF1228                          STATION DESCRIPTION
 NF1228
 NF1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1228'4.4 KM (2.75 MI) EAST FROM KENDALL.
 NF1228'4.4 KM (2.75 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE
 NF1228'IN KENDALL, 14.3 M (46.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 11.3
 NF1228'M (37.1 FT) EAST OF THE CENTER OF 23 1/2 STREET, AND 0.9 (3.0 FT) EAST
 NF1228'OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1228'THROUGH A 5-INCH LOGO CAP.
 NF1228'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NF1228'THE MARK IS 0.4 M BELOW THE ROAD.
 NF1228
 NF1228                          STATION RECOVERY (1993)
 NF1228
 NF1228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993
 NF1228'RECOVERED IN GOOD CONDITION.
 NF1228
 NF1228                          STATION RECOVERY (1993)
 NF1228
 NF1228'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NF1228'A NEW DESCRIPTION FOLLOWS.  STATION IS 2.75 MI (4.43 KM) EASTERLY
 NF1228'ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN KENDALL.  IT IS 46.9 FT
 NF1228'(14.3 M) NORTH OF THE CENTER LINE OF THE ROAD, 37.1 FT (11.3 M) EAST
 NF1228'OF THE CENTER OF 23-1/2 STREET, AND 3.0 FT (0.9 M) EAST OF A UTILITY
 NF1228'POLE WITH A GUY WIRE.  NOTE - ACCESS TO DATUM POINT IS HAD THROUGH A
 NF1228'5-INCH LOGO CAP.  THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A
 NF1228'DEPTH OF 15.8 M.  (51.8 FT) THE STATION IS 0.4 M (1.3 FT) BELOW THE
 NF1228'HEIGHT OF THE ROAD AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1507 ***********************************************************************
 RL1507  DESIGNATION -  K 324
 RL1507  PID         -  RL1507
 RL1507  STATE/COUNTY-  MI/GOGEBIC
 RL1507  USGS QUAD   -  HARRIS LAKE (1982)
 RL1507
 RL1507                         *CURRENT SURVEY CONTROL
 RL1507  ___________________________________________________________________
 RL1507* NAD 83(1986)-  46 31 36.     (N)    089 51 45.     (W)     SCALED    
 RL1507* NAVD 88     -       423.950  (meters)    1390.91   (feet)  ADJUSTED  
 RL1507  ___________________________________________________________________
 RL1507  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 RL1507  DYNAMIC HT  -         423.975 (meters)    1390.99  (feet)  COMP
 RL1507  MODELED GRAV-     980,659.8   (mgal)                       NAVD 88
 RL1507
 RL1507  VERT ORDER  -  FIRST     CLASS II
 RL1507
 RL1507.The horizontal coordinates were scaled from a topographic map and have
 RL1507.an estimated accuracy of +/- 6 seconds.
 RL1507
 RL1507.The orthometric height was determined by differential leveling
 RL1507.and adjusted by the National Geodetic Survey in June 1991..
 RL1507
 RL1507.The geoid height was determined by GEOID03.
 RL1507
 RL1507.The dynamic height is computed by dividing the NAVD 88
 RL1507.geopotential number by the normal gravity value computed on the
 RL1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1507.degrees latitude (g = 980.6199 gals.).
 RL1507
 RL1507.The modeled gravity was interpolated from observed gravity values.
 RL1507
 RL1507;                    North         East    Units  Estimated Accuracy
 RL1507;SPC MI N     -   197,730.    7,780,440.      MT  (+/- 180 meters Scaled)
 RL1507
 RL1507                          SUPERSEDED SURVEY CONTROL
 RL1507
 RL1507.No superseded survey control is available for this station.
 RL1507
 RL1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS804565(NAD 83)
 RL1507_MARKER: I = METAL ROD
 RL1507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1507_SP_SET: STAINLESS STEEL ROD
 RL1507_STAMPING: K 324 1985
 RL1507_MARK LOGO: NGS   
 RL1507_PROJECTION: FLUSH
 RL1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1507+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1507_ROD/PIPE-DEPTH: 7.9  meters
 RL1507
 RL1507  HISTORY     - Date     Condition        Report By
 RL1507  HISTORY     - 1985     MONUMENTED       NGS
 RL1507  HISTORY     - 20040808 GOOD             USPSQD
 RL1507
 RL1507                          STATION DESCRIPTION
 RL1507
 RL1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1507'9.0 KM (5.6 MI) EAST FROM WAKEFIELD.
 RL1507'9.0 KM (5.6 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RL1507'U.S. HIGHWAY 2 IN WAKEFIELD, 14.2 M (46.6 FT) NORTHWEST OF THE
 RL1507'CENTERLINE OF THE HIGHWAY, AND 4.8 M (15.7 FT) SOUTHWEST OF THE CENTER
 RL1507'OF A DRIVEWAY LEADING NORTHWEST TO ST THOMASES RESIDENCE.
 RL1507'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1507'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 RL1507'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1507
 RL1507                          STATION RECOVERY (2004)
 RL1507
 RL1507'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1497 ***********************************************************************
 RL1497  DESIGNATION -  K 325
 RL1497  PID         -  RL1497
 RL1497  STATE/COUNTY-  MI/ONTONAGON
 RL1497  USGS QUAD   -  
 RL1497
 RL1497                         *CURRENT SURVEY CONTROL
 RL1497  ___________________________________________________________________
 RL1497* NAD 83(1986)-  46 33 22.     (N)    089 23 59.     (W)     SCALED    
 RL1497* NAVD 88     -       378.898  (meters)    1243.10   (feet)  ADJUSTED  
 RL1497  ___________________________________________________________________
 RL1497  GEOID HEIGHT-         -31.45  (meters)                     GEOID03
 RL1497  DYNAMIC HT  -         378.914 (meters)    1243.15  (feet)  COMP
 RL1497  MODELED GRAV-     980,643.7   (mgal)                       NAVD 88
 RL1497
 RL1497  VERT ORDER  -  FIRST     CLASS II
 RL1497
 RL1497.The horizontal coordinates were scaled from a topographic map and have
 RL1497.an estimated accuracy of +/- 6 seconds.
 RL1497
 RL1497.The orthometric height was determined by differential leveling
 RL1497.and adjusted by the National Geodetic Survey in June 1991..
 RL1497
 RL1497.The geoid height was determined by GEOID03.
 RL1497
 RL1497.The dynamic height is computed by dividing the NAVD 88
 RL1497.geopotential number by the normal gravity value computed on the
 RL1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1497.degrees latitude (g = 980.6199 gals.).
 RL1497
 RL1497.The modeled gravity was interpolated from observed gravity values.
 RL1497
 RL1497;                    North         East    Units  Estimated Accuracy
 RL1497;SPC MI N     -   199,820.    7,816,030.      MT  (+/- 180 meters Scaled)
 RL1497
 RL1497                          SUPERSEDED SURVEY CONTROL
 RL1497
 RL1497.No superseded survey control is available for this station.
 RL1497
 RL1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS160586(NAD 83)
 RL1497_MARKER: I = METAL ROD
 RL1497_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1497_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RL1497_STAMPING: K 325 1985
 RL1497_MARK LOGO: NGS   
 RL1497_PROJECTION: FLUSH
 RL1497_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1497+STABILITY: POSITION/ELEVATION WELL
 RL1497_ROD/PIPE-DEPTH: 13.4 meters
 RL1497_SLEEVE-DEPTH  : 6.2 meters
 RL1497
 RL1497  HISTORY     - Date     Condition        Report By
 RL1497  HISTORY     - 1985     MONUMENTED       NGS
 RL1497  HISTORY     - 1987     GOOD             USPSQD
 RL1497
 RL1497                          STATION DESCRIPTION
 RL1497
 RL1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1497'17.5 KM (10.9 MI) WEST FROM BRUCE CROSSING.
 RL1497'17.5 KM (10.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1497'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, 25.7 M (84.3 FT) SOUTH OF THE
 RL1497'CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) WEST OF THE CENTER OF
 RL1497'HOPKENS ROAD, AND 7.0 M (23.0 FT) NORTH OF THE NEAR RAIL OF THE SOO
 RL1497'LINE RAILROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 RL1497'LOGO CAP.
 RL1497'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1497'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1497
 RL1497                          STATION RECOVERY (1987)
 RL1497
 RL1497'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0458 ***********************************************************************
 NG0458  DESIGNATION -  K 326
 NG0458  PID         -  NG0458
 NG0458  STATE/COUNTY-  MI/BERRIEN
 NG0458  USGS QUAD   -  BENTON HARBOR (1980)
 NG0458
 NG0458                         *CURRENT SURVEY CONTROL
 NG0458  ___________________________________________________________________
 NG0458* NAD 83(1986)-  42 06 37.     (N)    086 28 22.     (W)     SCALED    
 NG0458* NAVD 88     -       180.207  (meters)     591.23   (feet)  ADJUSTED  
 NG0458  ___________________________________________________________________
 NG0458  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NG0458  DYNAMIC HT  -         180.147 (meters)     591.03  (feet)  COMP
 NG0458  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 NG0458
 NG0458  VERT ORDER  -  FIRST     CLASS II
 NG0458
 NG0458.The horizontal coordinates were scaled from a topographic map and have
 NG0458.an estimated accuracy of +/- 6 seconds.
 NG0458
 NG0458.The orthometric height was determined by differential leveling
 NG0458.and adjusted by the National Geodetic Survey in June 1991..
 NG0458
 NG0458.The geoid height was determined by GEOID03.
 NG0458
 NG0458.The dynamic height is computed by dividing the NAVD 88
 NG0458.geopotential number by the normal gravity value computed on the
 NG0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0458.degrees latitude (g = 980.6199 gals.).
 NG0458
 NG0458.The modeled gravity was interpolated from observed gravity values.
 NG0458
 NG0458;                    North         East    Units  Estimated Accuracy
 NG0458;SPC MI S     -    69,970.    3,825,830.      MT  (+/- 180 meters Scaled)
 NG0458
 NG0458                          SUPERSEDED SURVEY CONTROL
 NG0458
 NG0458  NGVD 29 (01/19/93)  180.362  (m)          591.74   (f) ADJUSTED    1 2
 NG0458
 NG0458.Superseded values are not recommended for survey control.
 NG0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0458.See file dsdata.txt to determine how the superseded data were derived.
 NG0458
 NG0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM435621(NAD 83)
 NG0458_MARKER: I = METAL ROD
 NG0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0458_SP_SET: STAINLESS STEEL ROD
 NG0458_STAMPING: K 326 1985
 NG0458_MARK LOGO: NGS   
 NG0458_PROJECTION: RECESSED 2 CENTIMETERS
 NG0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0458_ROD/PIPE-DEPTH: 26.1 meters
 NG0458
 NG0458  HISTORY     - Date     Condition        Report By
 NG0458  HISTORY     - 1985     MONUMENTED       NGS
 NG0458
 NG0458                          STATION DESCRIPTION
 NG0458
 NG0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0458'IN ST JOSEPH.
 NG0458'IN ST JOSEPH, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 BUSINESS
 NG0458'AND INDUSTRIAL AVENUE, 18.2 M (59.7 FT) NORTHWEST OF THE CENTERLINE OF
 NG0458'INDUSTRIAL AVENUE LOOP, 17.3 M (56.8 FT) SOUTHEAST OF THE CENTERLINE
 NG0458'OF THE EAST BOUND LANES OF THE HIGHWAY, 9.8 M (32.2 FT) SOUTHWEST OF
 NG0458'THE CENTER OF THE AVENUE, AND 2.1 M (6.9 FT) SOUTHWEST OF UTILITY POLE
 NG0458'NUMBER 1392 WITH A STREET LIGHT.  NOTE--ACCESS TO DATUM POINT IS HAD
 NG0458'THROUGH A 5-INCH LOGO CAP.
 NG0458'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1156 ***********************************************************************
 NF1156  DESIGNATION -  K 327
 NF1156  PID         -  NF1156
 NF1156  STATE/COUNTY-  MI/JACKSON
 NF1156  USGS QUAD   -  JACKSON SOUTH (1976)
 NF1156
 NF1156                         *CURRENT SURVEY CONTROL
 NF1156  ___________________________________________________________________
 NF1156* NAD 83(1986)-  42 14 52.     (N)    084 24 39.     (W)     SCALED    
 NF1156* NAVD 88     -       294.577  (meters)     966.46   (feet)  ADJUSTED  
 NF1156  ___________________________________________________________________
 NF1156  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 NF1156  DYNAMIC HT  -         294.471 (meters)     966.11  (feet)  COMP
 NF1156  MODELED GRAV-     980,255.7   (mgal)                       NAVD 88
 NF1156
 NF1156  VERT ORDER  -  FIRST     CLASS II
 NF1156
 NF1156.The horizontal coordinates were scaled from a topographic map and have
 NF1156.an estimated accuracy of +/- 6 seconds.
 NF1156
 NF1156.The orthometric height was determined by differential leveling
 NF1156.and adjusted by the National Geodetic Survey in June 1991..
 NF1156
 NF1156.The geoid height was determined by GEOID03.
 NF1156
 NF1156.The dynamic height is computed by dividing the NAVD 88
 NF1156.geopotential number by the normal gravity value computed on the
 NF1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1156.degrees latitude (g = 980.6199 gals.).
 NF1156
 NF1156.The modeled gravity was interpolated from observed gravity values.
 NF1156
 NF1156;                    North         East    Units  Estimated Accuracy
 NF1156;SPC MI S     -    83,060.    3,996,360.      MT  (+/- 180 meters Scaled)
 NF1156
 NF1156                          SUPERSEDED SURVEY CONTROL
 NF1156
 NF1156  NGVD 29 (01/19/93)  294.698  (m)          966.86   (f) ADJUSTED    1 2
 NF1156
 NF1156.Superseded values are not recommended for survey control.
 NF1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1156.See file dsdata.txt to determine how the superseded data were derived.
 NF1156
 NF1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM136805(NAD 83)
 NF1156_MARKER: F = FLANGE-ENCASED ROD
 NF1156_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1156_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1156_STAMPING: K 327 1985
 NF1156_MARK LOGO: NGS   
 NF1156_PROJECTION: FLUSH
 NF1156_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1156+STABILITY: POSITION/ELEVATION WELL
 NF1156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1156+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NF1156_ROD/PIPE-DEPTH: 17.1 meters
 NF1156_SLEEVE-DEPTH  : 6.1 meters
 NF1156
 NF1156  HISTORY     - Date     Condition        Report By
 NF1156  HISTORY     - 1985     MONUMENTED       NGS
 NF1156  HISTORY     - 19910707 GOOD             USPSQD
 NF1156  HISTORY     - 19921116 GOOD             NGS
 NF1156  HISTORY     - 19990408 GOOD             NGS
 NF1156  HISTORY     - 20050710 GOOD             GEOCAC
 NF1156
 NF1156                          STATION DESCRIPTION
 NF1156
 NF1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1156'IN JACKSON.
 NF1156'IN JACKSON, AT 244 WEST MICHIGAN AVENUE, 35.4 M (116.1 FT) NORTH OF
 NF1156'THE CENTER OF THE AVENUE, 4.2 M (13.8 FT) SOUTH OF THE SOUTH FACE OF
 NF1156'THE PUBLIC LIBRARY, 3.4 M (11.2 FT) EAST OF THE CENTER OF A SIDEWALK,
 NF1156'AND 2.5 M (8.2 FT) SOUTHEAST THE SOUTHEAST CORNER OF THE STEPS LEADING
 NF1156'TO THE SOUTH ENTRANCE TO THE BUILDING.  NOTE--ACCESS TO DATUM POINT IS
 NF1156'HAD THROUGH A 5-INCH LOGO CAP.
 NF1156'THE MARK IS ABOVE LEVEL WITH WITH THE SIDEWALK.
 NF1156
 NF1156                          STATION RECOVERY (1991)
 NF1156
 NF1156'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1156'RECOVERED IN GOOD CONDITION.
 NF1156
 NF1156                          STATION RECOVERY (1992)
 NF1156
 NF1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1156'IN JACKSON, AT 244 WEST MICHIGAN AVENUE, 35.4 M (116.1 FT) NORTH OF
 NF1156'THE AVENUE CENTERLINE, 4.2 M (13.8 FT) SOUTH OF THE SOUTH FACE OF THE
 NF1156'JACKSON PUBLIC LIBRARY, 3.4 M (11.2 FT) EAST OF THE CENTER OF A
 NF1156'SIDEWALK, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 NF1156'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1156
 NF1156                          STATION RECOVERY (1999)
 NF1156
 NF1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 NF1156'RECOVERED AS DESCRIBED.
 NF1156
 NF1156                          STATION RECOVERY (2005)
 NF1156
 NF1156'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1156'ADDITIONALLY, THE STATION IS LOCATED 3.0 FEET WEST-NORTHWEST OF A
 NF1156'FLAGPOLE.  HANDHELD COORDINATES ARE N42-14-51.72 W084-24-39.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1458 ***********************************************************************
 RL1458  DESIGNATION -  K 328
 RL1458  PID         -  RL1458
 RL1458  STATE/COUNTY-  MI/MARQUETTE
 RL1458  USGS QUAD   -  MICHIGAMME (1956)
 RL1458
 RL1458                         *CURRENT SURVEY CONTROL
 RL1458  ___________________________________________________________________
 RL1458* NAD 83(1986)-  46 32 35.     (N)    088 04 16.     (W)     SCALED    
 RL1458* NAVD 88     -       484.265  (meters)    1588.79   (feet)  ADJUSTED  
 RL1458  ___________________________________________________________________
 RL1458  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 RL1458  DYNAMIC HT  -         484.285 (meters)    1588.86  (feet)  COMP
 RL1458  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 RL1458
 RL1458  VERT ORDER  -  FIRST     CLASS II
 RL1458
 RL1458.The horizontal coordinates were scaled from a topographic map and have
 RL1458.an estimated accuracy of +/- 6 seconds.
 RL1458
 RL1458.The orthometric height was determined by differential leveling
 RL1458.and adjusted by the National Geodetic Survey in June 1991..
 RL1458
 RL1458.The geoid height was determined by GEOID03.
 RL1458
 RL1458.The dynamic height is computed by dividing the NAVD 88
 RL1458.geopotential number by the normal gravity value computed on the
 RL1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1458.degrees latitude (g = 980.6199 gals.).
 RL1458
 RL1458.The modeled gravity was interpolated from observed gravity values.
 RL1458
 RL1458;                    North         East    Units  Estimated Accuracy
 RL1458;SPC MI N     -   196,140.    7,917,850.      MT  (+/- 180 meters Scaled)
 RL1458
 RL1458                          SUPERSEDED SURVEY CONTROL
 RL1458
 RL1458.No superseded survey control is available for this station.
 RL1458
 RL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS178549(NAD 83)
 RL1458_MARKER: DB = BENCH MARK DISK
 RL1458_SETTING: 66 = SET IN ROCK OUTCROP
 RL1458_SP_SET: ROCK OUTCROP
 RL1458_STAMPING: K 328 1985
 RL1458_MARK LOGO: NGS   
 RL1458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1458+STABILITY: POSITION/ELEVATION WELL
 RL1458
 RL1458  HISTORY     - Date     Condition        Report By
 RL1458  HISTORY     - 1985     MONUMENTED       NGS
 RL1458  HISTORY     - 20050906 GOOD             USPSQD
 RL1458
 RL1458                          STATION DESCRIPTION
 RL1458
 RL1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1458'9.0 KM (5.6 MI) WEST FROM CHAMPION.
 RL1458'9.0 KM (5.6 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1458'IN CHAMPION, IN THE SOUTHERN 1/3 OF A 12 BY 154 FOOT EXPOSED AREA OF
 RL1458'BEDROCK IN A HIGHWAY CUT, 76.2 M (250.0 FT) WEST OF THE CENTER OF
 RL1458'ORANGE ROAD, 11.8 M (38.7 FT) EAST OF THE WEST END OF THE CUT, AND 9.8
 RL1458'M (32.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 RL1458'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 RL1458'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RL1458
 RL1458                          STATION RECOVERY (2005)
 RL1458
 RL1458'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0460 ***********************************************************************
 RK0460  DESIGNATION -  K 329
 RK0460  PID         -  RK0460
 RK0460  STATE/COUNTY-  MI/MARQUETTE
 RK0460  USGS QUAD   -  NEGAUNEE (1975)
 RK0460
 RK0460                         *CURRENT SURVEY CONTROL
 RK0460  ___________________________________________________________________
 RK0460* NAD 83(1986)-  46 32 11.     (N)    087 30 11.     (W)     SCALED    
 RK0460* NAVD 88     -       396.021  (meters)    1299.28   (feet)  ADJUSTED  
 RK0460  ___________________________________________________________________
 RK0460  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 RK0460  DYNAMIC HT  -         396.048 (meters)    1299.37  (feet)  COMP
 RK0460  MODELED GRAV-     980,672.0   (mgal)                       NAVD 88
 RK0460
 RK0460  VERT ORDER  -  FIRST     CLASS II
 RK0460
 RK0460.The horizontal coordinates were scaled from a topographic map and have
 RK0460.an estimated accuracy of +/- 6 seconds.
 RK0460
 RK0460.The orthometric height was determined by differential leveling
 RK0460.and adjusted by the National Geodetic Survey in June 1991..
 RK0460
 RK0460.The geoid height was determined by GEOID03.
 RK0460
 RK0460.The dynamic height is computed by dividing the NAVD 88
 RK0460.geopotential number by the normal gravity value computed on the
 RK0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0460.degrees latitude (g = 980.6199 gals.).
 RK0460
 RK0460.The modeled gravity was interpolated from observed gravity values.
 RK0460
 RK0460;                    North         East    Units  Estimated Accuracy
 RK0460;SPC MI N     -   194,970.    7,961,410.      MT  (+/- 180 meters Scaled)
 RK0460
 RK0460                          SUPERSEDED SURVEY CONTROL
 RK0460
 RK0460.No superseded survey control is available for this station.
 RK0460
 RK0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS614537(NAD 83)
 RK0460_MARKER: DB = BENCH MARK DISK
 RK0460_SETTING: 66 = SET IN ROCK OUTCROP
 RK0460_SP_SET: ROCK OUTCROP
 RK0460_STAMPING: K 329 1985
 RK0460_MARK LOGO: NGS   
 RK0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0460+STABILITY: POSITION/ELEVATION WELL
 RK0460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0460+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 RK0460
 RK0460  HISTORY     - Date     Condition        Report By
 RK0460  HISTORY     - 1985     MONUMENTED       NGS
 RK0460  HISTORY     - 19990712 GOOD             MIDT
 RK0460  HISTORY     - 20041009 GOOD             USPSQD
 RK0460
 RK0460                          STATION DESCRIPTION
 RK0460
 RK0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0460'6.3 KM (3.9 MI) WEST FROM MARQUETTE.
 RK0460'6.3 KM (3.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RK0460'WASHINGTON STREET IN MARQUETTE, IN THE NORTHEAST 1/3 OF A 10 BY 57
 RK0460'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) SOUTHWEST
 RK0460'OF THE INTERSECTION OF MIDWAY DRIVE, 10.8 M (35.4 FT) NORTHWEST OF THE
 RK0460'CENTERLINE OF THE HIGHWAY, AND 1.6 M (5.2 FT) SOUTHWEST OF THE
 RK0460'NORTHEAST END OF THE OUTCROP.
 RK0460'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 RK0460'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 RK0460
 RK0460                          STATION RECOVERY (1999)
 RK0460
 RK0460'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0460'1.6 FEET N-45-W OF A CARSONITE WITNESS POST.
 RK0460
 RK0460                          STATION RECOVERY (2004)
 RK0460
 RK0460'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME2178 ***********************************************************************
 ME2178  DESIGNATION -  K 330
 ME2178  PID         -  ME2178
 ME2178  STATE/COUNTY-  MI/BERRIEN
 ME2178  USGS QUAD   -  THREE OAKS (1970)
 ME2178
 ME2178                         *CURRENT SURVEY CONTROL
 ME2178  ___________________________________________________________________
 ME2178* NAD 83(1986)-  41 51 50.     (N)    086 36 35.     (W)     SCALED    
 ME2178* NAVD 88     -       201.049  (meters)     659.61   (feet)  ADJUSTED  
 ME2178  ___________________________________________________________________
 ME2178  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 ME2178  DYNAMIC HT  -         200.976 (meters)     659.37  (feet)  COMP
 ME2178  MODELED GRAV-     980,258.7   (mgal)                       NAVD 88
 ME2178
 ME2178  VERT ORDER  -  FIRST     CLASS II
 ME2178
 ME2178.The horizontal coordinates were scaled from a topographic map and have
 ME2178.an estimated accuracy of +/- 6 seconds.
 ME2178
 ME2178.The orthometric height was determined by differential leveling
 ME2178.and adjusted by the National Geodetic Survey in June 1991..
 ME2178
 ME2178.The geoid height was determined by GEOID03.
 ME2178
 ME2178.The dynamic height is computed by dividing the NAVD 88
 ME2178.geopotential number by the normal gravity value computed on the
 ME2178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME2178.degrees latitude (g = 980.6199 gals.).
 ME2178
 ME2178.The modeled gravity was interpolated from observed gravity values.
 ME2178
 ME2178;                    North         East    Units  Estimated Accuracy
 ME2178;SPC MI S     -    42,900.    3,813,780.      MT  (+/- 180 meters Scaled)
 ME2178
 ME2178                          SUPERSEDED SURVEY CONTROL
 ME2178
 ME2178  NGVD 29 (01/19/93)  201.174  (m)          660.02   (f) ADJUSTED    1 2
 ME2178
 ME2178.Superseded values are not recommended for survey control.
 ME2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME2178.See file dsdata.txt to determine how the superseded data were derived.
 ME2178
 ME2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM323347(NAD 83)
 ME2178_MARKER: DB = BENCH MARK DISK
 ME2178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 ME2178_SP_SET: PIER
 ME2178_STAMPING: K 330 1985
 ME2178_MARK LOGO: NGS   
 ME2178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 ME2178
 ME2178  HISTORY     - Date     Condition        Report By
 ME2178  HISTORY     - 1985     MONUMENTED       NGS
 ME2178  HISTORY     - 19980606 GOOD             USPSQD
 ME2178  HISTORY     - 20010331 GOOD             NGS
 ME2178
 ME2178                          STATION DESCRIPTION
 ME2178
 ME2178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 ME2178'12.1 KM (7.5 MI) NE FROM NEW BUFFALO.
 ME2178'1.2 KM (0.75 MI) EASTERLY ALONG U.S. HIGHWAY 12 FROM ITS JUNCTION WITH
 ME2178'RED ARROW HIGHWAY IN NEW BUFFALO, THENCE 10.9 KM (6.75 MI)
 ME2178'NORTHEASTERLY ALONG INTERSTATE HIGHWAY 94, SET VERTICALLY IN THE
 ME2178'SOUTHWEST FACE OF THE MOST SOUTHWESTERLY 1 OF 4 COLUMNS OF A PIER OF
 ME2178'THREE OAKS ROAD OVERPASS OF THE HIGHWAY, 9.0 M (29.5 FT) NORTHWEST OF
 ME2178'THE CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY, AND 5.8 M
 ME2178'(19.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD.
 ME2178'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 ME2178
 ME2178                          STATION RECOVERY (1998)
 ME2178
 ME2178'RECOVERY NOTE BY US POWER SQUADRON 1998
 ME2178'RECOVERED IN GOOD CONDITION.
 ME2178
 ME2178                          STATION RECOVERY (2001)
 ME2178
 ME2178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 ME2178'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1042 ***********************************************************************
 NE1042  DESIGNATION -  K 331
 NE1042  PID         -  NE1042
 NE1042  STATE/COUNTY-  MI/WASHTENAW
 NE1042  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE1042
 NE1042                         *CURRENT SURVEY CONTROL
 NE1042  ___________________________________________________________________
 NE1042* NAD 83(1986)-  42 15 00.     (N)    083 44 21.     (W)     SCALED    
 NE1042* NAVD 88     -       270.507  (meters)     887.49   (feet)  ADJUSTED  
 NE1042  ___________________________________________________________________
 NE1042  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 NE1042  DYNAMIC HT  -         270.421 (meters)     887.21  (feet)  COMP
 NE1042  MODELED GRAV-     980,296.9   (mgal)                       NAVD 88
 NE1042
 NE1042  VERT ORDER  -  FIRST     CLASS II
 NE1042
 NE1042.The horizontal coordinates were scaled from a topographic map and have
 NE1042.an estimated accuracy of +/- 6 seconds.
 NE1042
 NE1042.The orthometric height was determined by differential leveling
 NE1042.and adjusted by the National Geodetic Survey in June 1991..
 NE1042
 NE1042.The geoid height was determined by GEOID03.
 NE1042
 NE1042.The dynamic height is computed by dividing the NAVD 88
 NE1042.geopotential number by the normal gravity value computed on the
 NE1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1042.degrees latitude (g = 980.6199 gals.).
 NE1042
 NE1042.The modeled gravity was interpolated from observed gravity values.
 NE1042
 NE1042;                    North         East    Units  Estimated Accuracy
 NE1042;SPC MI S     -    83,500.    4,051,780.      MT  (+/- 180 meters Scaled)
 NE1042
 NE1042                          SUPERSEDED SURVEY CONTROL
 NE1042
 NE1042  NGVD 29 (01/19/93)  270.627  (m)          887.88   (f) ADJUSTED    1 2
 NE1042
 NE1042.Superseded values are not recommended for survey control.
 NE1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1042.See file dsdata.txt to determine how the superseded data were derived.
 NE1042
 NE1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG740811(NAD 83)
 NE1042_MARKER: I = METAL ROD
 NE1042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1042_SP_SET: STAINLESS STEEL ROD
 NE1042_STAMPING: K 331 1985
 NE1042_MARK LOGO: NGS   
 NE1042_PROJECTION: RECESSED 1 CENTIMETERS
 NE1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1042_ROD/PIPE-DEPTH: 6.4  meters
 NE1042
 NE1042  HISTORY     - Date     Condition        Report By
 NE1042  HISTORY     - 1985     MONUMENTED       NGS
 NE1042  HISTORY     - 19981025 GOOD             USPSQD
 NE1042
 NE1042                          STATION DESCRIPTION
 NE1042
 NE1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1042'3.5 KM (2.2 MI) SOUTH FROM ANN ARBOR.
 NE1042'3.5 KM (2.15 MI) SOUTHERLY ALONG STATE STREET FROM ITS JUNCTION WITH
 NE1042'HURON STREET IN ANN ARBOR, 0.7 KM (0.45 MI) NORTH OF THE INTERSECTION
 NE1042'OF EISENHOWER PARKWAY, 14.1 M (46.3 FT) NORTH OF THE CENTER OF A PAVED
 NE1042'ROAD LEADING EAST, 6.0 M (19.7 FT) EAST OF THE CENTER OF THE NORTH
 NE1042'BOUND LANES OF THE STREET, 5.2 M (17.1 FT) WEST OF THE SOUTHWEST
 NE1042'CORNER OF A 5 BY 5 FOOT CONCRETE SLAB, AND 1.0 M (3.3 FT) NORTH OF A
 NE1042'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NE1042'LOGO CAP.
 NE1042'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NE1042
 NE1042                          STATION RECOVERY (1998)
 NE1042
 NE1042'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7976 ***********************************************************************
 AH7976  DESIGNATION -  K 332
 AH7976  PID         -  AH7976
 AH7976  STATE/COUNTY-  MI/INGHAM
 AH7976  USGS QUAD   -  MASON (1970)
 AH7976
 AH7976                         *CURRENT SURVEY CONTROL
 AH7976  ___________________________________________________________________
 AH7976* NAD 83(1986)-  42 30 35.     (N)    084 26 34.     (W)     SCALED    
 AH7976* NAVD 88     -       290.830  (meters)     954.16   (feet)  ADJUSTED  
 AH7976  ___________________________________________________________________
 AH7976  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 AH7976  DYNAMIC HT  -         290.736 (meters)     953.86  (feet)  COMP
 AH7976  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 AH7976
 AH7976  VERT ORDER  -  FIRST     CLASS II
 AH7976
 AH7976.The horizontal coordinates were scaled from a topographic map and have
 AH7976.an estimated accuracy of +/- 6 seconds.
 AH7976
 AH7976.The orthometric height was determined by differential leveling
 AH7976.and adjusted by the National Geodetic Survey in January 2002..
 AH7976
 AH7976.The geoid height was determined by GEOID03.
 AH7976
 AH7976.The dynamic height is computed by dividing the NAVD 88
 AH7976.geopotential number by the normal gravity value computed on the
 AH7976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7976.degrees latitude (g = 980.6199 gals.).
 AH7976
 AH7976.The modeled gravity was interpolated from observed gravity values.
 AH7976
 AH7976;                    North         East    Units  Estimated Accuracy
 AH7976;SPC MI S     -   112,160.    3,993,750.      MT  (+/- 180 meters Scaled)
 AH7976
 AH7976                          SUPERSEDED SURVEY CONTROL
 AH7976
 AH7976.No superseded survey control is available for this station.
 AH7976
 AH7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN100095(NAD 83)
 AH7976_MARKER: F = FLANGE-ENCASED ROD
 AH7976_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7976_STAMPING: K 332 1992
 AH7976_MARK LOGO: NGS   
 AH7976_PROJECTION: FLUSH
 AH7976_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AH7976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7976+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AH7976_ROD/PIPE-DEPTH: 11.9 meters
 AH7976
 AH7976  HISTORY     - Date     Condition        Report By
 AH7976  HISTORY     - 1992     MONUMENTED       NGS
 AH7976  HISTORY     - 20000531 GOOD             NGS
 AH7976
 AH7976                          STATION DESCRIPTION
 AH7976
 AH7976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7976'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7976'LESLIE, THENCE 5.0 KM (3.10 MI) NORTHERLY ALONG HULL ROAD, 38.8 M
 AH7976'(127.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AH7976'HIGHWAY 127, 16.7 M (54.8 FT) NORTH OF THE CENTERLINE OF PLAINS ROAD,
 AH7976'9.2 M (30.2 FT) EAST OF THE ROAD CENTERLINE, 1.4 M (4.6 FT) SOUTH OF A
 AH7976'UTILITY POLE, 0.8 M (2.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M
 AH7976'(1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AH7976'THROUGH A 5-INCH LOGO CAP.
 AH7976
 AH7976                          STATION RECOVERY (2000)
 AH7976
 AH7976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7976'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7952 ***********************************************************************
 AH7952  DESIGNATION -  K 333
 AH7952  PID         -  AH7952
 AH7952  STATE/COUNTY-  MI/CLINTON
 AH7952  USGS QUAD   -  EAGLE (1978)
 AH7952
 AH7952                         *CURRENT SURVEY CONTROL
 AH7952  ___________________________________________________________________
 AH7952* NAD 83(1986)-  42 48 06.     (N)    084 45 32.     (W)     SCALED    
 AH7952* NAVD 88     -       248.609  (meters)     815.64   (feet)  ADJUSTED  
 AH7952  ___________________________________________________________________
 AH7952  GEOID HEIGHT-         -33.64  (meters)                     GEOID03
 AH7952  DYNAMIC HT  -         248.539 (meters)     815.41  (feet)  COMP
 AH7952  MODELED GRAV-     980,334.3   (mgal)                       NAVD 88
 AH7952
 AH7952  VERT ORDER  -  FIRST     CLASS II
 AH7952
 AH7952.The horizontal coordinates were scaled from a topographic map and have
 AH7952.an estimated accuracy of +/- 6 seconds.
 AH7952
 AH7952.The orthometric height was determined by differential leveling
 AH7952.and adjusted by the National Geodetic Survey in January 2002..
 AH7952
 AH7952.The geoid height was determined by GEOID03.
 AH7952
 AH7952.The dynamic height is computed by dividing the NAVD 88
 AH7952.geopotential number by the normal gravity value computed on the
 AH7952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7952.degrees latitude (g = 980.6199 gals.).
 AH7952
 AH7952.The modeled gravity was interpolated from observed gravity values.
 AH7952
 AH7952;                    North         East    Units  Estimated Accuracy
 AH7952;SPC MI S     -   144,660.    3,967,920.      MT  (+/- 180 meters Scaled)
 AH7952
 AH7952                          SUPERSEDED SURVEY CONTROL
 AH7952
 AH7952.No superseded survey control is available for this station.
 AH7952
 AH7952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN832412(NAD 83)
 AH7952_MARKER: F = FLANGE-ENCASED ROD
 AH7952_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7952_STAMPING: K 333 1992
 AH7952_MARK LOGO: NGS   
 AH7952_PROJECTION: FLUSH
 AH7952_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7952+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7952_ROD/PIPE-DEPTH: 7.2  meters
 AH7952
 AH7952  HISTORY     - Date     Condition        Report By
 AH7952  HISTORY     - 1992     MONUMENTED       NGS
 AH7952  HISTORY     - 19990408 GOOD             NGS
 AH7952
 AH7952                          STATION DESCRIPTION
 AH7952
 AH7952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7952'12.6 KM (7.80 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7952'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , 14.5 M (47.6
 AH7952'FT) SOUTH OF AND LEVEL WITH THE AVENUE CENTERLINE, 9.7 M (31.8 FT)
 AH7952'EAST OF THE CENTER OF TALLMAN ROAD, 1.3 M (4.3 FT) EAST OF A UTILITY
 AH7952'POLE AND UNDERGROUND CABLE JUNCTION BOX 1500, AND 0.4 M (1.3 FT) NORTH
 AH7952'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7952'5-INCH LOGO CAP.
 AH7952
 AH7952                          STATION RECOVERY (1999)
 AH7952
 AH7952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7952'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0483 ***********************************************************************
 NG0483  DESIGNATION -  K 334
 NG0483  PID         -  NG0483
 NG0483  STATE/COUNTY-  MI/VAN BUREN
 NG0483  USGS QUAD   -  LAWRENCE (1981)
 NG0483
 NG0483                         *CURRENT SURVEY CONTROL
 NG0483  ___________________________________________________________________
 NG0483* NAD 83(1986)-  42 14 16.     (N)    086 06 32.     (W)     SCALED    
 NG0483* NAVD 88     -       204.433  (meters)     670.71   (feet)  ADJUSTED  
 NG0483  ___________________________________________________________________
 NG0483  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NG0483  DYNAMIC HT  -         204.370 (meters)     670.50  (feet)  COMP
 NG0483  MODELED GRAV-     980,312.3   (mgal)                       NAVD 88
 NG0483
 NG0483  VERT ORDER  -  FIRST     CLASS II
 NG0483
 NG0483.The horizontal coordinates were scaled from a topographic map and have
 NG0483.an estimated accuracy of +/- 6 seconds.
 NG0483
 NG0483.The orthometric height was determined by differential leveling
 NG0483.and adjusted by the National Geodetic Survey in June 1991..
 NG0483
 NG0483.The geoid height was determined by GEOID03.
 NG0483
 NG0483.The dynamic height is computed by dividing the NAVD 88
 NG0483.geopotential number by the normal gravity value computed on the
 NG0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0483.degrees latitude (g = 980.6199 gals.).
 NG0483
 NG0483.The modeled gravity was interpolated from observed gravity values.
 NG0483
 NG0483;                    North         East    Units  Estimated Accuracy
 NG0483;SPC MI S     -    83,440.    3,856,210.      MT  (+/- 180 meters Scaled)
 NG0483
 NG0483                          SUPERSEDED SURVEY CONTROL
 NG0483
 NG0483  NGVD 29 (01/19/93)  204.574  (m)          671.17   (f) ADJUSTED    1 2
 NG0483
 NG0483.Superseded values are not recommended for survey control.
 NG0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0483.See file dsdata.txt to determine how the superseded data were derived.
 NG0483
 NG0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735765(NAD 83)
 NG0483_MARKER: I = METAL ROD
 NG0483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0483_SP_SET: STAINLESS STEEL ROD
 NG0483_STAMPING: K 334 1985
 NG0483_MARK LOGO: NGS   
 NG0483_PROJECTION: RECESSED 1 CENTIMETERS
 NG0483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0483_ROD/PIPE-DEPTH: 25.6 meters
 NG0483
 NG0483  HISTORY     - Date     Condition        Report By
 NG0483  HISTORY     - 1985     MONUMENTED       NGS
 NG0483
 NG0483                          STATION DESCRIPTION
 NG0483
 NG0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0483'7.5 KM (4.65 MI) EAST FROM HARTFORD.
 NG0483'5.1 KM (3.15 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL
 NG0483'IN HARTFORD, THENCE 2.4 KM (1.5 MI) NORTHERLY ALONG COUNTY ROAD 681,
 NG0483'41.5 M (136.2 FT) SOUTH OF THE CENTER OF CHALUS DRIVE, 16.4 M (53.8
 NG0483'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 4.8 M (15.7 FT) EAST OF THE
 NG0483'CENTER OF A DRIVEWAY LEADING EAST TO A MOBIL HOME, AND 0.6 M (2.0 FT)
 NG0483'EAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NG0483'LOGO CAP.
 NG0483'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 NG0483'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1212 ***********************************************************************
 NF1212  DESIGNATION -  K 335
 NF1212  PID         -  NF1212
 NF1212  STATE/COUNTY-  MI/KALAMAZOO
 NF1212  USGS QUAD   -  KALAMAZOO (1995)
 NF1212
 NF1212                         *CURRENT SURVEY CONTROL
 NF1212  ___________________________________________________________________
 NF1212* NAD 83(1986)-  42 17 18.     (N)    085 31 51.     (W)     SCALED    
 NF1212* NAVD 88     -       246.535  (meters)     808.84   (feet)  ADJUSTED  
 NF1212  ___________________________________________________________________
 NF1212  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF1212  DYNAMIC HT  -         246.459 (meters)     808.59  (feet)  COMP
 NF1212  MODELED GRAV-     980,306.0   (mgal)                       NAVD 88
 NF1212
 NF1212  VERT ORDER  -  FIRST     CLASS II
 NF1212
 NF1212.The horizontal coordinates were scaled from a topographic map and have
 NF1212.an estimated accuracy of +/- 6 seconds.
 NF1212
 NF1212.The orthometric height was determined by differential leveling
 NF1212.and adjusted by the National Geodetic Survey in June 1991..
 NF1212
 NF1212.The geoid height was determined by GEOID03.
 NF1212
 NF1212.The dynamic height is computed by dividing the NAVD 88
 NF1212.geopotential number by the normal gravity value computed on the
 NF1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1212.degrees latitude (g = 980.6199 gals.).
 NF1212
 NF1212.The modeled gravity was interpolated from observed gravity values.
 NF1212
 NF1212;                    North         East    Units  Estimated Accuracy
 NF1212;SPC MI S     -    88,230.    3,903,990.      MT  (+/- 180 meters Scaled)
 NF1212
 NF1212                          SUPERSEDED SURVEY CONTROL
 NF1212
 NF1212  NGVD 29 (01/19/93)  246.669  (m)          809.28   (f) ADJUSTED    1 2
 NF1212
 NF1212.Superseded values are not recommended for survey control.
 NF1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1212.See file dsdata.txt to determine how the superseded data were derived.
 NF1212
 NF1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM211828(NAD 83)
 NF1212_MARKER: DB = BENCH MARK DISK
 NF1212_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1212_SP_SET: BRIDGE ABUTMENT
 NF1212_STAMPING: K 335 1985
 NF1212_MARK LOGO: NGS   
 NF1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1212
 NF1212  HISTORY     - Date     Condition        Report By
 NF1212  HISTORY     - 1985     MONUMENTED       NGS
 NF1212  HISTORY     - 19970307 GOOD             USPSQD
 NF1212  HISTORY     - 20021017 GOOD             USPSQD
 NF1212
 NF1212                          STATION DESCRIPTION
 NF1212
 NF1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1212'5.4 KM (3.35 MI) EAST FROM KALAMAZOO.
 NF1212'5.2 KM (3.25 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE FEDERAL
 NF1212'BUILDING IN KALAMAZOO, THENCE 0.2 KM (0.1 MI) SOUTH ALONG SPRINKLE
 NF1212'ROAD, IN TOP OF AND 1.1 M (3.6 FT) EAST OF THE WEST END OF THE NORTH
 NF1212'CONCRETE ABUTMENT OF THE ROAD OVERPASS OF THE CONRAIL RAILROAD, AND
 NF1212'6.5 M (21.3 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 NF1212'ROAD.
 NF1212'THE MARK IS 0.8 M BELOW THE ROAD.
 NF1212
 NF1212                          STATION RECOVERY (1997)
 NF1212
 NF1212'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1212'RECOVERED IN GOOD CONDITION.
 NF1212
 NF1212                          STATION RECOVERY (2002)
 NF1212
 NF1212'RECOVERY NOTE BY US POWER SQUADRON 2002 (SYV)
 NF1212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1182 ***********************************************************************
 NF1182  DESIGNATION -  K 336
 NF1182  PID         -  NF1182
 NF1182  STATE/COUNTY-  MI/CALHOUN
 NF1182  USGS QUAD   -  MARSHALL (1980)
 NF1182
 NF1182                         *CURRENT SURVEY CONTROL
 NF1182  ___________________________________________________________________
 NF1182* NAD 83(1986)-  42 16 34.     (N)    084 54 25.     (W)     SCALED    
 NF1182* NAVD 88     -       285.605  (meters)     937.02   (feet)  ADJUSTED  
 NF1182  ___________________________________________________________________
 NF1182  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF1182  DYNAMIC HT  -         285.508 (meters)     936.70  (feet)  COMP
 NF1182  MODELED GRAV-     980,275.5   (mgal)                       NAVD 88
 NF1182
 NF1182  VERT ORDER  -  FIRST     CLASS II
 NF1182
 NF1182.The horizontal coordinates were scaled from a topographic map and have
 NF1182.an estimated accuracy of +/- 6 seconds.
 NF1182
 NF1182.The orthometric height was determined by differential leveling
 NF1182.and adjusted by the National Geodetic Survey in June 1991..
 NF1182
 NF1182.The geoid height was determined by GEOID03.
 NF1182
 NF1182.The dynamic height is computed by dividing the NAVD 88
 NF1182.geopotential number by the normal gravity value computed on the
 NF1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1182.degrees latitude (g = 980.6199 gals.).
 NF1182
 NF1182.The modeled gravity was interpolated from observed gravity values.
 NF1182
 NF1182;                    North         East    Units  Estimated Accuracy
 NF1182;SPC MI S     -    86,350.    3,955,430.      MT  (+/- 180 meters Scaled)
 NF1182
 NF1182                          SUPERSEDED SURVEY CONTROL
 NF1182
 NF1182  NGVD 29 (01/19/93)  285.738  (m)          937.46   (f) ADJUSTED    1 2
 NF1182
 NF1182.Superseded values are not recommended for survey control.
 NF1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1182.See file dsdata.txt to determine how the superseded data were derived.
 NF1182
 NF1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM725825(NAD 83)
 NF1182_MARKER: I = METAL ROD
 NF1182_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1182_SP_SET: STAINLESS STEEL ROD
 NF1182_STAMPING: K 336 1985
 NF1182_MARK LOGO: NGS   
 NF1182_PROJECTION: FLUSH
 NF1182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1182_ROD/PIPE-DEPTH: 20.7 meters
 NF1182
 NF1182  HISTORY     - Date     Condition        Report By
 NF1182  HISTORY     - 1985     MONUMENTED       NGS
 NF1182  HISTORY     - 20011128 GOOD             NGS
 NF1182
 NF1182                          STATION DESCRIPTION
 NF1182
 NF1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1182'13.9 KM (8.65 MI) NW FROM ALBION.
 NF1182'0.6 KM (0.35 MI) NORTH ALONG SUPERIOR STREET FROM THE POST OFFICE IN
 NF1182'ALBION, THENCE 13.3 KM (8.25 MI) WESTERLY ALONG AUSTIN AND MICHIGAN
 NF1182'AVENUES, 13.8 M (45.3 FT) WEST OF THE CENTER OF 20 MILE ROAD, 12.5 M
 NF1182'(41.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 5.5 M (18.0 FT)
 NF1182'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE, AND 1.9 M (6.2 FT) NORTH
 NF1182'OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NF1182'5-INCH LOGO CAP.
 NF1182'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 NF1182'THE MARK IS 0.6 M ABOVE THE AVENUE.
 NF1182
 NF1182                          STATION RECOVERY (2001)
 NF1182
 NF1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1182'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1026 ***********************************************************************
 NE1026  DESIGNATION -  K 337
 NE1026  PID         -  NE1026
 NE1026  STATE/COUNTY-  MI/WAYNE
 NE1026  USGS QUAD   -  BELLEVILLE (1980)
 NE1026
 NE1026                         *CURRENT SURVEY CONTROL
 NE1026  ___________________________________________________________________
 NE1026* NAD 83(1994)-  42 14 52.42398(N)    083 29 10.33909(W)     ADJUSTED  
 NE1026* NAVD 88     -       212.904  (meters)     698.50   (feet)  ADJUSTED  
 NE1026  ___________________________________________________________________
 NE1026  X           -     536,430.928 (meters)                     COMP
 NE1026  Y           -  -4,698,136.816 (meters)                     COMP
 NE1026  Z           -   4,266,146.626 (meters)                     COMP
 NE1026  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 NE1026  ELLIP HEIGHT-         178.62  (meters)          (07/12/02) GPS OBS
 NE1026  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 NE1026  DYNAMIC HT  -         212.839 (meters)     698.29  (feet)  COMP
 NE1026  MODELED GRAV-     980,308.4   (mgal)                       NAVD 88
 NE1026
 NE1026  HORZ ORDER  -  FIRST
 NE1026  VERT ORDER  -  FIRST     CLASS II
 NE1026  ELLP ORDER  -  FOURTH    CLASS I
 NE1026
 NE1026.The horizontal coordinates were established by GPS observations
 NE1026.and adjusted by the National Geodetic Survey in February 1997..
 NE1026
 NE1026.The orthometric height was determined by differential leveling
 NE1026.and adjusted by the National Geodetic Survey in June 1991..
 NE1026
 NE1026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1026
 NE1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1026
 NE1026.The ellipsoidal height was determined by GPS observations
 NE1026.and is referenced to NAD 83.
 NE1026
 NE1026.The geoid height was determined by GEOID03.
 NE1026
 NE1026.The dynamic height is computed by dividing the NAVD 88
 NE1026.geopotential number by the normal gravity value computed on the
 NE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1026.degrees latitude (g = 980.6199 gals.).
 NE1026
 NE1026.The modeled gravity was interpolated from observed gravity values.
 NE1026
 NE1026;                    North         East     Units Scale Factor Converg.
 NE1026;SPC MI S     -    83,454.973 4,072,659.455   MT  0.99996826   +0 35 57.0
 NE1026;SPC MI S     -   273,802.40 13,361,743.62   iFT  0.99996826   +0 35 57.0
 NE1026;UTM  17      - 4,680,293.313   294,893.191   MT  1.00011765   -1 40 19.8
 NE1026
 NE1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1026!SPC MI S     -   0.99997199  x   0.99996826  =   0.99994025
 NE1026!UTM  17      -   0.99997199  x   1.00011765  =   1.00008963
 NE1026
 NE1026                          SUPERSEDED SURVEY CONTROL
 NE1026
 NE1026  ELLIP H (02/03/97)  178.67   (m)                       GP(       ) 4 1
 NE1026  NAD 83(1986)-  42 14 52.43077(N)    083 29 10.36879(W) AD(       ) 1
 NE1026  NAVD 88 (06/12/95)  212.90   (m)          698.5    (f) LEVELING    3  
 NE1026  NGVD 29 (01/19/93)  213.037  (m)          698.94   (f) ADJUSTED    1 2
 NE1026
 NE1026.Superseded values are not recommended for survey control.
 NE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1026.See file dsdata.txt to determine how the superseded data were derived.
 NE1026
 NE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9489380293(NAD 83)
 NE1026_MARKER: I = METAL ROD
 NE1026_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1026_SP_SET: STAINLESS STEEL ROD
 NE1026_STAMPING: K 337 1985
 NE1026_MARK LOGO: NGS   
 NE1026_PROJECTION: RECESSED 1 CENTIMETERS
 NE1026_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1026+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NE1026_ROD/PIPE-DEPTH: 9.8  meters
 NE1026
 NE1026  HISTORY     - Date     Condition        Report By
 NE1026  HISTORY     - 1985     MONUMENTED       NGS
 NE1026  HISTORY     - 19921105 GOOD             LOCENG
 NE1026  HISTORY     - 19940307 GOOD             MIDT
 NE1026  HISTORY     - 20031125 GOOD             INDIV
 NE1026  HISTORY     - 20051019 GOOD             ROWEIN
 NE1026
 NE1026                          STATION DESCRIPTION
 NE1026
 NE1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1026'25.8 KM (16.05 MI) WEST FROM ALLEN PARK.
 NE1026'22.7 KM (14.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1026'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, THENCE 3.1 KM (1.95 MI)
 NE1026'NORTH ALONG BELLEVILLE ROAD, 31.7 M (104.0 FT) SOUTH OF THE CENTER OF
 NE1026'THE EAST BOUND LANES OF ECORSE ROAD, 10.7 M (35.1 FT) EAST OF THE
 NE1026'CENTERLINE OF THE ROAD, 3.7 M (12.1 FT) WEST-NORTHWEST OF A FIRE
 NE1026'HYDRANT, AND 0.8 M (2.6 FT) EAST OF A UTILITY POLE WITH 2 GUY WIRES.
 NE1026'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1026'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NE1026
 NE1026                          STATION RECOVERY (1992)
 NE1026
 NE1026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NE1026'RECOVERED IN GOOD CONDITION.
 NE1026
 NE1026                          STATION RECOVERY (1994)
 NE1026
 NE1026'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1026'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 NE1026'IS IN THE NORTHWEST 1/4 OF SECTION 10, T-03-S, R-08-E, VAN BUREN
 NE1026'TOWNSHIP.  ABOUT 3.0 MI (4.8 KM) NORTH OF BELLEVILLE, 4.5 MI (7.2 KM)
 NE1026'NORTHWEST OF ROMULUS, 8.5 MI (13.7 KM) EAST OF YPSILANTI AND ON
 NE1026'HIGHWAY RIGHT-OF-WAY PROPERTY. TO REACH FROM THE INTERCHANGE OF
 NE1026'INTERSTATE HIGHWAY 94 AND INTERSTATE HIGHWAY 275 ABOUT 3 MI (4.8 KM)
 NE1026'WEST OF WAYNE, GO NORTH ALONG INTERSTATE HIGHWAY 275 FOR 2.8 MI (4.5
 NE1026'KM) TO ECORSE ROAD EXIT. TURN LEFT AND GO WEST FOR 2.6 MI (4.2 KM)
 NE1026'ALONG ECORSE ROAD TO BELLEVILLE ROAD AND THE STATION IN THE SOUTHEAST
 NE1026'CORNER OF THE INTERSECTION AS DESCRIBED. STATION IS 50.0 FT (15.2 M)
 NE1026'SOUTH FROM THE CENTER OF EASTBOUND ECORSE ROAD, 35.1 FT (10.7 M) EAST
 NE1026'FROM THE CENTER OF BELLEVILLE ROAD, 12.3 FT (3.7 M) WEST FROM A FIRE
 NE1026'HYDRANT, 2.6 FT (0.8 M) EAST FROM A UTILITY POLE AND 1.0 FT (0.3 M)
 NE1026'WEST FROM A CARSONITE WITNESS POST.
 NE1026
 NE1026                          STATION RECOVERY (2003)
 NE1026
 NE1026'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 NE1026'RECOVERED IN GOOD CONDITION.
 NE1026
 NE1026                          STATION RECOVERY (2005)
 NE1026
 NE1026'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 NE1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1139 ***********************************************************************
 NF1139  DESIGNATION -  K 338
 NF1139  PID         -  NF1139
 NF1139  STATE/COUNTY-  MI/WASHTENAW
 NF1139  USGS QUAD   -  CHELSEA (1973)
 NF1139
 NF1139                         *CURRENT SURVEY CONTROL
 NF1139  ___________________________________________________________________
 NF1139* NAD 83(1986)-  42 18 26.     (N)    084 02 00.     (W)     SCALED    
 NF1139* NAVD 88     -       279.495  (meters)     916.98   (feet)  ADJUSTED  
 NF1139  ___________________________________________________________________
 NF1139  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NF1139  DYNAMIC HT  -         279.406 (meters)     916.68  (feet)  COMP
 NF1139  MODELED GRAV-     980,294.7   (mgal)                       NAVD 88
 NF1139
 NF1139  VERT ORDER  -  FIRST     CLASS II
 NF1139
 NF1139.The horizontal coordinates were scaled from a topographic map and have
 NF1139.an estimated accuracy of +/- 6 seconds.
 NF1139
 NF1139.The orthometric height was determined by differential leveling
 NF1139.and adjusted by the National Geodetic Survey in June 1991..
 NF1139
 NF1139.The geoid height was determined by GEOID03.
 NF1139
 NF1139.The dynamic height is computed by dividing the NAVD 88
 NF1139.geopotential number by the normal gravity value computed on the
 NF1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1139.degrees latitude (g = 980.6199 gals.).
 NF1139
 NF1139.The modeled gravity was interpolated from observed gravity values.
 NF1139
 NF1139;                    North         East    Units  Estimated Accuracy
 NF1139;SPC MI S     -    89,720.    4,027,480.      MT  (+/- 180 meters Scaled)
 NF1139
 NF1139                          SUPERSEDED SURVEY CONTROL
 NF1139
 NF1139  NGVD 29 (01/19/93)  279.618  (m)          917.38   (f) ADJUSTED    1 2
 NF1139
 NF1139.Superseded values are not recommended for survey control.
 NF1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1139.See file dsdata.txt to determine how the superseded data were derived.
 NF1139
 NF1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM445881(NAD 83)
 NF1139_MARKER: I = METAL ROD
 NF1139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1139_SP_SET: STAINLESS STEEL ROD
 NF1139_STAMPING: K 338 1985
 NF1139_MARK LOGO: NGS   
 NF1139_PROJECTION: FLUSH
 NF1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1139+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 NF1139_ROD/PIPE-DEPTH: 9.4  meters
 NF1139
 NF1139  HISTORY     - Date     Condition        Report By
 NF1139  HISTORY     - 1985     MONUMENTED       NGS
 NF1139  HISTORY     - 19981025 GOOD             USPSQD
 NF1139  HISTORY     - 20000913 GOOD             TETR
 NF1139
 NF1139                          STATION DESCRIPTION
 NF1139
 NF1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1139'2.1 KM (1.3 MI) SW FROM CHELSEA.
 NF1139'1.1 KM (0.7 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1139'CHELSEA, THENCE 1.0 KM (0.6 MI) SOUTHWESTERLY ALONG MICHIGAN AVENUE,
 NF1139'7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 6.2 M (20.3 FT)
 NF1139'EAST OF THE EXTENDED CENTER OF KERWOOD DRIVE, 2.2 M (7.2 FT) SOUTH OF
 NF1139'A FENCE, AND 1.0 M (3.3 FT) EAST OF A UTILITY POLE WITH TWO
 NF1139'TRANSFORMERS.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 NF1139'LOGO CAP.
 NF1139'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 NF1139'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 NF1139
 NF1139                          STATION RECOVERY (1998)
 NF1139
 NF1139'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF1139'RECOVERED IN GOOD CONDITION.
 NF1139
 NF1139                          STATION RECOVERY (2000)
 NF1139
 NF1139'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 NF1139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0416 ***********************************************************************
 OJ0416  DESIGNATION -  K 34
 OJ0416  PID         -  OJ0416
 OJ0416  STATE/COUNTY-  MI/TUSCOLA
 OJ0416  USGS QUAD   -  FAIRGROVE (1973)
 OJ0416
 OJ0416                         *CURRENT SURVEY CONTROL
 OJ0416  ___________________________________________________________________
 OJ0416* NAD 83(1986)-  43 34 52.     (N)    083 30 15.     (W)     SCALED    
 OJ0416* NAVD 88     -       193.176  (meters)     633.78   (feet)  ADJUSTED  
 OJ0416  ___________________________________________________________________
 OJ0416  GEOID HEIGHT-         -34.32  (meters)                     GEOID03
 OJ0416  DYNAMIC HT  -         193.140 (meters)     633.66  (feet)  COMP
 OJ0416  MODELED GRAV-     980,428.1   (mgal)                       NAVD 88
 OJ0416
 OJ0416  VERT ORDER  -  FIRST     CLASS II
 OJ0416
 OJ0416.The horizontal coordinates were scaled from a topographic map and have
 OJ0416.an estimated accuracy of +/- 6 seconds.
 OJ0416
 OJ0416.The orthometric height was determined by differential leveling
 OJ0416.and adjusted by the National Geodetic Survey in June 1991..
 OJ0416
 OJ0416.The geoid height was determined by GEOID03.
 OJ0416
 OJ0416.The dynamic height is computed by dividing the NAVD 88
 OJ0416.geopotential number by the normal gravity value computed on the
 OJ0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0416.degrees latitude (g = 980.6199 gals.).
 OJ0416
 OJ0416.The modeled gravity was interpolated from observed gravity values.
 OJ0416
 OJ0416;                    North         East    Units  Estimated Accuracy
 OJ0416;SPC MI S     -   231,530.    4,069,660.      MT  (+/- 180 meters Scaled)
 OJ0416
 OJ0416                          SUPERSEDED SURVEY CONTROL
 OJ0416
 OJ0416  NGVD 29 (??/??/92)  193.329  (m)          634.28   (f) ADJ UNCH    1 2
 OJ0416
 OJ0416.Superseded values are not recommended for survey control.
 OJ0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0416.See file dsdata.txt to determine how the superseded data were derived.
 OJ0416
 OJ0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ978283(NAD 83)
 OJ0416_MARKER: DB = BENCH MARK DISK
 OJ0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0416_STAMPING: K 34 1934
 OJ0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0416+STABILITY: SURFACE MOTION
 OJ0416
 OJ0416  HISTORY     - Date     Condition        Report By
 OJ0416  HISTORY     - 1934     MONUMENTED       CGS
 OJ0416  HISTORY     - 1958     MARK NOT FOUND   NGS
 OJ0416  HISTORY     - 1963     MARK NOT FOUND   USGS
 OJ0416  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0416
 OJ0416                          STATION DESCRIPTION
 OJ0416
 OJ0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0416'1 MI N FROM AKRON.
 OJ0416'1 MILE NORTH ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 OJ0416'AT AKRON, TUSCOLA COUNTY, AT A DIRT-ROAD CROSSING, 23 FEET
 OJ0416'EAST OF THE EAST RAIL, 27 FEET SOUTH OF A WIRE FENCE CORNER,
 OJ0416'14 FEET WEST OF THE SOUTHWEST CORNER OF A HIGHWAY CULVERT, AND
 OJ0416'LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K
 OJ0416'34 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0416
 OJ0416                          STATION RECOVERY (1963)
 OJ0416
 OJ0416'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 OJ0416'MARK NOT FOUND.
 OJ0416
 OJ0416                          STATION RECOVERY (1999)
 OJ0416
 OJ0416'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0416'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5053 ***********************************************************************
 AA5053  DESIGNATION -  K 340
 AA5053  PID         -  AA5053
 AA5053  STATE/COUNTY-  MI/LAKE
 AA5053  USGS QUAD   -  TOWNSEND LAKE (1987)
 AA5053
 AA5053                         *CURRENT SURVEY CONTROL
 AA5053  ___________________________________________________________________
 AA5053* NAD 83(1986)-  43 54 54.     (N)    085 57 12.     (W)     SCALED    
 AA5053* NAVD 88     -       236.999  (meters)     777.55   (feet)  ADJUSTED  
 AA5053  ___________________________________________________________________
 AA5053  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 AA5053  DYNAMIC HT  -         236.958 (meters)     777.42  (feet)  COMP
 AA5053  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 AA5053
 AA5053  VERT ORDER  -  FIRST     CLASS II
 AA5053
 AA5053.The horizontal coordinates were scaled from a topographic map and have
 AA5053.an estimated accuracy of +/- 6 seconds.
 AA5053
 AA5053.The orthometric height was determined by differential leveling
 AA5053.and adjusted by the National Geodetic Survey in January 2002..
 AA5053
 AA5053.The geoid height was determined by GEOID03.
 AA5053
 AA5053.The dynamic height is computed by dividing the NAVD 88
 AA5053.geopotential number by the normal gravity value computed on the
 AA5053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5053.degrees latitude (g = 980.6199 gals.).
 AA5053
 AA5053.The modeled gravity was interpolated from observed gravity values.
 AA5053
 AA5053;                    North         East    Units  Estimated Accuracy
 AA5053;SPC MI C     -    67,740.    5,872,560.      MT  (+/- 180 meters Scaled)
 AA5053
 AA5053                          SUPERSEDED SURVEY CONTROL
 AA5053
 AA5053.No superseded survey control is available for this station.
 AA5053
 AA5053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP840629(NAD 83)
 AA5053_MARKER: I = METAL ROD
 AA5053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5053_STAMPING: K 340 1992
 AA5053_MARK LOGO: NGS   
 AA5053_PROJECTION: FLUSH
 AA5053_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5053_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5053+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5053_ROD/PIPE-DEPTH: 25.3 meters
 AA5053
 AA5053  HISTORY     - Date     Condition        Report By
 AA5053  HISTORY     - 1992     MONUMENTED       NGS
 AA5053  HISTORY     - 20040424 GOOD             USPSQD
 AA5053
 AA5053                          STATION DESCRIPTION
 AA5053
 AA5053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5053'8.7 KM (5.40 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 AA5053'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 50.6 M (166.0 FT) SOUTHWEST
 AA5053'OF THE CENTER OF WINGLETON ROAD, 27.7 M (90.9 FT) SOUTHEAST OF THE
 AA5053'CENTER OF A TRACK ROAD, 13.9 M (45.6 FT) NORTHEAST OF THE NEAR RAIL,
 AA5053'0.6 M (2.0 FT) BELOW THE LEVEL OF THE TRACK, AND 0.5 M (1.6 FT)
 AA5053'NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AA5053'THROUGH A 5-INCH LOGO CAP.
 AA5053
 AA5053                          STATION RECOVERY (2004)
 AA5053
 AA5053'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7874 ***********************************************************************
 AH7874  DESIGNATION -  K 341
 AH7874  PID         -  AH7874
 AH7874  STATE/COUNTY-  MI/MECOSTA
 AH7874  USGS QUAD   -  BIG RAPIDS (1985)
 AH7874
 AH7874                         *CURRENT SURVEY CONTROL
 AH7874  ___________________________________________________________________
 AH7874* NAD 83(1986)-  43 41 43.     (N)    085 28 09.     (W)     SCALED    
 AH7874* NAVD 88     -       279.554  (meters)     917.17   (feet)  ADJUSTED  
 AH7874  ___________________________________________________________________
 AH7874  GEOID HEIGHT-         -32.83  (meters)                     GEOID03
 AH7874  DYNAMIC HT  -         279.503 (meters)     917.00  (feet)  COMP
 AH7874  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 AH7874
 AH7874  VERT ORDER  -  FIRST     CLASS II
 AH7874
 AH7874.The horizontal coordinates were scaled from a topographic map and have
 AH7874.an estimated accuracy of +/- 6 seconds.
 AH7874
 AH7874.The orthometric height was determined by differential leveling
 AH7874.and adjusted by the National Geodetic Survey in January 2002..
 AH7874
 AH7874.The geoid height was determined by GEOID03.
 AH7874
 AH7874.The dynamic height is computed by dividing the NAVD 88
 AH7874.geopotential number by the normal gravity value computed on the
 AH7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7874.degrees latitude (g = 980.6199 gals.).
 AH7874
 AH7874.The modeled gravity was interpolated from observed gravity values.
 AH7874
 AH7874;                    North         East    Units  Estimated Accuracy
 AH7874;SPC MI S     -   244,440.    3,911,120.      MT  (+/- 180 meters Scaled)
 AH7874
 AH7874                          SUPERSEDED SURVEY CONTROL
 AH7874
 AH7874.No superseded survey control is available for this station.
 AH7874
 AH7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP233391(NAD 83)
 AH7874_MARKER: I = METAL ROD
 AH7874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7874_STAMPING: K 341 1992
 AH7874_MARK LOGO: NGS   
 AH7874_PROJECTION: FLUSH
 AH7874_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7874+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7874_ROD/PIPE-DEPTH: 4.9  meters
 AH7874
 AH7874  HISTORY     - Date     Condition        Report By
 AH7874  HISTORY     - 1992     MONUMENTED       NGS
 AH7874
 AH7874                          STATION DESCRIPTION
 AH7874
 AH7874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7874'1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7874'IN BIG RAPIDS, 11.2 M (36.7 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE,
 AH7874'1.4 M (4.6 FT) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER, 0.4 M
 AH7874'(1.3 FT) NORTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 AH7874'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AH7874'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7902 ***********************************************************************
 AH7902  DESIGNATION -  K 342
 AH7902  PID         -  AH7902
 AH7902  STATE/COUNTY-  MI/ISABELLA
 AH7902  USGS QUAD   -  EDMORE (1964)
 AH7902
 AH7902                         *CURRENT SURVEY CONTROL
 AH7902  ___________________________________________________________________
 AH7902* NAD 83(1986)-  43 27 58.     (N)    085 05 02.     (W)     SCALED    
 AH7902* NAVD 88     -       299.702  (meters)     983.27   (feet)  ADJUSTED  
 AH7902  ___________________________________________________________________
 AH7902  GEOID HEIGHT-         -32.59  (meters)                     GEOID03
 AH7902  DYNAMIC HT  -         299.647 (meters)     983.09  (feet)  COMP
 AH7902  MODELED GRAV-     980,428.3   (mgal)                       NAVD 88
 AH7902
 AH7902  VERT ORDER  -  FIRST     CLASS II
 AH7902
 AH7902.The horizontal coordinates were scaled from a topographic map and have
 AH7902.an estimated accuracy of +/- 6 seconds.
 AH7902
 AH7902.The orthometric height was determined by differential leveling
 AH7902.and adjusted by the National Geodetic Survey in January 2002..
 AH7902
 AH7902.The geoid height was determined by GEOID03.
 AH7902
 AH7902.The dynamic height is computed by dividing the NAVD 88
 AH7902.geopotential number by the normal gravity value computed on the
 AH7902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7902.degrees latitude (g = 980.6199 gals.).
 AH7902
 AH7902.The modeled gravity was interpolated from observed gravity values.
 AH7902
 AH7902;                    North         East    Units  Estimated Accuracy
 AH7902;SPC MI S     -   218,640.    3,941,960.      MT  (+/- 180 meters Scaled)
 AH7902
 AH7902                          SUPERSEDED SURVEY CONTROL
 AH7902
 AH7902.No superseded survey control is available for this station.
 AH7902
 AH7902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP549143(NAD 83)
 AH7902_MARKER: I = METAL ROD
 AH7902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7902_STAMPING: K 342 1992
 AH7902_MARK LOGO: NGS   
 AH7902_PROJECTION: FLUSH
 AH7902_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7902+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7902_ROD/PIPE-DEPTH: 6.6  meters
 AH7902
 AH7902  HISTORY     - Date     Condition        Report By
 AH7902  HISTORY     - 1992     MONUMENTED       NGS
 AH7902
 AH7902                          STATION DESCRIPTION
 AH7902
 AH7902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7902'0.5 KM (0.30 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7902'BLANCHARD, THENCE 6.1 KM (3.80 MI) SOUTHERLY ALONG WEST ISABELLA
 AH7902'COUNTY LINE ROAD, 100.7 M (330.4 FT) EAST OF THE ROAD CENTERLINE, 19.5
 AH7902'M (64.0 FT) NORTH OF THE CENTER OF NORTH COUNTY LINE ROAD, 15.2 M
 AH7902'(49.9 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, 1.3 M (4.3 FT) EAST
 AH7902'OF A UTILITY POLE, 0.4 M (1.3 FT) WEST OF A WITNESS POST, AND 0.3 M
 AH7902'(1.0 FT) ABOVE THE LEVEL OF NORTH COUNTY LINE ROAD. NOTE--ACCESS TO
 AH7902'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7935 ***********************************************************************
 AH7935  DESIGNATION -  K 343
 AH7935  PID         -  AH7935
 AH7935  STATE/COUNTY-  MI/MONTCALM
 AH7935  USGS QUAD   -  STANTON (1982)
 AH7935
 AH7935                         *CURRENT SURVEY CONTROL
 AH7935  ___________________________________________________________________
 AH7935* NAD 83(1986)-  43 15 51.     (N)    085 04 26.     (W)     SCALED    
 AH7935* NAVD 88     -       261.192  (meters)     856.93   (feet)  ADJUSTED  
 AH7935  ___________________________________________________________________
 AH7935  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 AH7935  DYNAMIC HT  -         261.140 (meters)     856.76  (feet)  COMP
 AH7935  MODELED GRAV-     980,417.1   (mgal)                       NAVD 88
 AH7935
 AH7935  VERT ORDER  -  FIRST     CLASS II
 AH7935
 AH7935.The horizontal coordinates were scaled from a topographic map and have
 AH7935.an estimated accuracy of +/- 6 seconds.
 AH7935
 AH7935.The orthometric height was determined by differential leveling
 AH7935.and adjusted by the National Geodetic Survey in January 2002..
 AH7935
 AH7935.The geoid height was determined by GEOID03.
 AH7935
 AH7935.The dynamic height is computed by dividing the NAVD 88
 AH7935.geopotential number by the normal gravity value computed on the
 AH7935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7935.degrees latitude (g = 980.6199 gals.).
 AH7935
 AH7935.The modeled gravity was interpolated from observed gravity values.
 AH7935
 AH7935;                    North         East    Units  Estimated Accuracy
 AH7935;SPC MI S     -   196,200.    3,942,590.      MT  (+/- 180 meters Scaled)
 AH7935
 AH7935                          SUPERSEDED SURVEY CONTROL
 AH7935
 AH7935.No superseded survey control is available for this station.
 AH7935
 AH7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN563919(NAD 83)
 AH7935_MARKER: I = METAL ROD
 AH7935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH7935_STAMPING: K 343 1992
 AH7935_MARK LOGO: NGS   
 AH7935_PROJECTION: FLUSH
 AH7935_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7935_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7935+STABILITY: POSITION/ELEVATION WELL
 AH7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7935+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7935_ROD/PIPE-DEPTH: 25.1 meters
 AH7935_SLEEVE-DEPTH  : 3.8 meters
 AH7935
 AH7935  HISTORY     - Date     Condition        Report By
 AH7935  HISTORY     - 1992     MONUMENTED       NGS
 AH7935
 AH7935                          STATION DESCRIPTION
 AH7935
 AH7935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7935'0.4 KM (0.25 MI) EASTERLY ALONG MAIN STREET FROM THE CITY HALL IN
 AH7935'STANTON, THENCE 3.2 KM (2.00 MI) SOUTHERLY ALONG STATE HIGHWAY 66,
 AH7935'47.6 M (156.2 FT) WEST OF THE HIGHWAY CENTERLINE, 6.7 M (22.0 FT) WEST
 AH7935'OF THE SOUTHWEST LEG OF A WILDLIFE MANAGEMENT SIGN, 6.5 M (21.3 FT)
 AH7935'NORTH OF THE CENTER OF A GRAVELED ROAD, 0.5 M (1.6 FT) SOUTH OF A
 AH7935'WITNESS POST, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD.
 AH7935'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8445 ***********************************************************************
 AH8445  DESIGNATION -  K 344
 AH8445  PID         -  AH8445
 AH8445  STATE/COUNTY-  MI/ST JOSEPH
 AH8445  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8445
 AH8445                         *CURRENT SURVEY CONTROL
 AH8445  ___________________________________________________________________
 AH8445* NAD 83(1986)-  41 55 05.     (N)    085 39 13.     (W)     SCALED    
 AH8445* NAVD 88     -       249.354  (meters)     818.09   (feet)  ADJUSTED  
 AH8445  ___________________________________________________________________
 AH8445  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 AH8445  DYNAMIC HT  -         249.268 (meters)     817.81  (feet)  COMP
 AH8445  MODELED GRAV-     980,272.0   (mgal)                       NAVD 88
 AH8445
 AH8445  VERT ORDER  -  FIRST     CLASS II
 AH8445
 AH8445.The horizontal coordinates were scaled from a topographic map and have
 AH8445.an estimated accuracy of +/- 6 seconds.
 AH8445
 AH8445.The orthometric height was determined by differential leveling
 AH8445.and adjusted by the National Geodetic Survey in March 2005..
 AH8445.No vertical observational check was made to the station.
 AH8445
 AH8445.The geoid height was determined by GEOID03.
 AH8445
 AH8445.The dynamic height is computed by dividing the NAVD 88
 AH8445.geopotential number by the normal gravity value computed on the
 AH8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8445.degrees latitude (g = 980.6199 gals.).
 AH8445
 AH8445.The modeled gravity was interpolated from observed gravity values.
 AH8445
 AH8445;                    North         East    Units  Estimated Accuracy
 AH8445;SPC MI S     -    47,250.    3,893,240.      MT  (+/- 180 meters Scaled)
 AH8445
 AH8445                          SUPERSEDED SURVEY CONTROL
 AH8445
 AH8445.No superseded survey control is available for this station.
 AH8445
 AH8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM116415(NAD 83)
 AH8445_MARKER: F = FLANGE-ENCASED ROD
 AH8445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8445_STAMPING: K 344 1992
 AH8445_MARK LOGO: NGS   
 AH8445_PROJECTION: FLUSH
 AH8445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8445+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2001
 AH8445_ROD/PIPE-DEPTH: 20.1 meters
 AH8445
 AH8445  HISTORY     - Date     Condition        Report By
 AH8445  HISTORY     - 1992     MONUMENTED       NGS
 AH8445  HISTORY     - 20010529 GOOD             NGS
 AH8445
 AH8445                          STATION DESCRIPTION
 AH8445
 AH8445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8445'2.8 KM (1.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 131 FROM THE JUCTION OF
 AH8445'STATE HIGHWAY 60 IN THREE RIVERS, 67.6 M (221.8 FT) WEST OF THE
 AH8445'CENTERLINE OF THE HIGHWAY, 16.8 M (55.1 FT) NORTH OF THE CENTER OF
 AH8445'GLEASON ROAD, 10.1 M (33.1 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER S
 AH8445'346-50, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT)
 AH8445'SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 AH8445'POINT IS THROUGH A 5-INCH LOGO CAP.
 AH8445
 AH8445                          STATION RECOVERY (2001)
 AH8445
 AH8445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8445'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8181 ***********************************************************************
 AB8181  DESIGNATION -  K 345
 AB8181  PID         -  AB8181
 AB8181  STATE/COUNTY-  MI/CHIPPEWA
 AB8181  USGS QUAD   -  SHELLDRAKE (1975)
 AB8181
 AB8181                         *CURRENT SURVEY CONTROL
 AB8181  ___________________________________________________________________
 AB8181* NAD 83(1986)-  46 39 38.     (N)    085 01 51.     (W)     SCALED    
 AB8181* NAVD 88     -       186.081  (meters)     610.50   (feet)  ADJUSTED  
 AB8181  ___________________________________________________________________
 AB8181  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 AB8181  DYNAMIC HT  -         186.097 (meters)     610.55  (feet)  COMP
 AB8181  MODELED GRAV-     980,697.5   (mgal)                       NAVD 88
 AB8181
 AB8181  VERT ORDER  -  SECOND    CLASS I
 AB8181
 AB8181.The horizontal coordinates were scaled from a topographic map and have
 AB8181.an estimated accuracy of +/- 6 seconds.
 AB8181
 AB8181.The orthometric height was determined by differential leveling
 AB8181.and adjusted by the National Geodetic Survey in July 2002..
 AB8181
 AB8181.The geoid height was determined by GEOID03.
 AB8181
 AB8181.The dynamic height is computed by dividing the NAVD 88
 AB8181.geopotential number by the normal gravity value computed on the
 AB8181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8181.degrees latitude (g = 980.6199 gals.).
 AB8181
 AB8181.The modeled gravity was interpolated from observed gravity values.
 AB8181
 AB8181;                    North         East    Units  Estimated Accuracy
 AB8181;SPC MI N     -   210,520.    8,150,690.      MT  (+/- 180 meters Scaled)
 AB8181
 AB8181                          SUPERSEDED SURVEY CONTROL
 AB8181
 AB8181.No superseded survey control is available for this station.
 AB8181
 AB8181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS506693(NAD 83)
 AB8181_MARKER: I = METAL ROD
 AB8181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8181_STAMPING: K 345 1996
 AB8181_MARK LOGO: NGS   
 AB8181_PROJECTION: FLUSH
 AB8181_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8181+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8181_ROD/PIPE-DEPTH: 12.0 meters
 AB8181
 AB8181  HISTORY     - Date     Condition        Report By
 AB8181  HISTORY     - 1996     MONUMENTED       NGS
 AB8181  HISTORY     - 20040825 GOOD             USPSQD
 AB8181
 AB8181                          STATION DESCRIPTION
 AB8181
 AB8181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8181'4.0 KM (2.50 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8181'STATE HIGHWAY 123 IN PARADISE, IN LINE WITH THE SOUTH WALL OF A
 AB8181'GARAGE, 9.4 M (30.8 FT) WEST OF THE ROAD CENTERLINE, 1.4 M (4.6 FT)
 AB8181'WEST-NORTHWEST OF UTILITY POLE NUMBER EK1 451 WITH A TRANSFORMER AND A
 AB8181'GUY CABLE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3
 AB8181'FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB8181'THROUGH A 5-INCH LOGO CAP.
 AB8181
 AB8181                          STATION RECOVERY (2004)
 AB8181
 AB8181'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7630 ***********************************************************************
 AB7630  DESIGNATION -  K 346
 AB7630  PID         -  AB7630
 AB7630  STATE/COUNTY-  MI/HOUGHTON
 AB7630  USGS QUAD   -  HANCOCK (1975)
 AB7630
 AB7630                         *CURRENT SURVEY CONTROL
 AB7630  ___________________________________________________________________
 AB7630* NAD 83(1986)-  47 12 47.     (N)    088 37 05.     (W)     SCALED    
 AB7630* NAVD 88     -       184.542  (meters)     605.45   (feet)  ADJUSTED  
 AB7630  ___________________________________________________________________
 AB7630  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AB7630  DYNAMIC HT  -         184.574 (meters)     605.56  (feet)  COMP
 AB7630  MODELED GRAV-     980,780.9   (mgal)                       NAVD 88
 AB7630
 AB7630  VERT ORDER  -  FIRST     CLASS II
 AB7630
 AB7630.The horizontal coordinates were scaled from a topographic map and have
 AB7630.an estimated accuracy of +/- 6 seconds.
 AB7630
 AB7630.The orthometric height was determined by differential leveling
 AB7630.and adjusted by the National Geodetic Survey in July 2002..
 AB7630
 AB7630.The geoid height was determined by GEOID03.
 AB7630
 AB7630.The dynamic height is computed by dividing the NAVD 88
 AB7630.geopotential number by the normal gravity value computed on the
 AB7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7630.degrees latitude (g = 980.6199 gals.).
 AB7630
 AB7630.The modeled gravity was interpolated from observed gravity values.
 AB7630
 AB7630;                    North         East    Units  Estimated Accuracy
 AB7630;SPC MI N     -   271,320.    7,877,430.      MT  (+/- 180 meters Scaled)
 AB7630
 AB7630                          SUPERSEDED SURVEY CONTROL
 AB7630
 AB7630.No superseded survey control is available for this station.
 AB7630
 AB7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT774301(NAD 83)
 AB7630_MARKER: DV = VERTICAL CONTROL DISK
 AB7630_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AB7630_SP_SET: SEAWALL
 AB7630_STAMPING: K 346 1996
 AB7630_MARK LOGO: NGS   
 AB7630_PROJECTION: FLUSH
 AB7630_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7630+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 AB7630
 AB7630  HISTORY     - Date     Condition        Report By
 AB7630  HISTORY     - 1996     MONUMENTED       NGS
 AB7630  HISTORY     - 19980929 GOOD             MIDT
 AB7630  HISTORY     - 20030819 GOOD             GEOCAC
 AB7630
 AB7630                          STATION DESCRIPTION
 AB7630
 AB7630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7630'12.3 KM (7.65 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7630'OF U.S.  HIGHWAY 41 IN HANCOCK, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG
 AB7630'THE NORTH ENTRANCE TO LILY POND, NEAR THE SOUTH END OF A MOORING POST
 AB7630'IN A CONCRETE SEAWALL, 53.4 M (175.2 FT) NORTH OF THE ROAD CENTER, 4.7
 AB7630'M (15.4 FT) SOUTH OF A TURN IN THE SEAWALL, 3.5 M (11.5 FT) NORTHWEST
 AB7630'OF A UTILITY POLE, AND 0.1 M (0.3 FT) NORTHWEST OF THE NORTH HORN OF
 AB7630'THE MOORING POST.
 AB7630
 AB7630                          STATION RECOVERY (1998)
 AB7630
 AB7630'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 AB7630'RECOVERED AS DESCRIBED.
 AB7630
 AB7630                          STATION RECOVERY (2003)
 AB7630
 AB7630'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 AB7630'MARK IS ON PROPERTY OF THE US CORPS OF ENGINEERS, PUBLIC ACCESS IS NOT
 AB7630'RESTRICTED.
 AB7630' 
 AB7630'NOTE-THIS AREA HAS BEEN A ROCK STORAGE AREA FOR THE US CORPS OF
 AB7630'ENGINEERS.  THE MOORING POST (SEE 1996 DESCRIPTION) IS DAMAGED, TOP
 AB7630'PORTION IS BROKEN OFF.  MARK IS SET IN THE CENTER OF CONCRETE WALL AND
 AB7630'FLUSH WITH THE GROUND SURFACE, WALL IS ONLY PARTIALLY VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5816 ***********************************************************************
 AC5816  DESIGNATION -  K 347
 AC5816  PID         -  AC5816
 AC5816  STATE/COUNTY-  MI/KEWEENAW
 AC5816  USGS QUAD   -  DELAWARE (1997)
 AC5816
 AC5816                         *CURRENT SURVEY CONTROL
 AC5816  ___________________________________________________________________
 AC5816* NAD 83(1986)-  47 23 06.     (N)    088 01 03.     (W)     SCALED    
 AC5816* NAVD 88     -       193.061  (meters)     633.40   (feet)  ADJUSTED  
 AC5816  ___________________________________________________________________
 AC5816  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 AC5816  DYNAMIC HT  -         193.090 (meters)     633.50  (feet)  COMP
 AC5816  MODELED GRAV-     980,760.3   (mgal)                       NAVD 88
 AC5816
 AC5816  VERT ORDER  -  SECOND    CLASS I
 AC5816
 AC5816.The horizontal coordinates were scaled from a topographic map and have
 AC5816.an estimated accuracy of +/- 6 seconds.
 AC5816
 AC5816.The orthometric height was determined by differential leveling
 AC5816.and adjusted by the National Geodetic Survey in March 1997..
 AC5816
 AC5816.The geoid height was determined by GEOID03.
 AC5816
 AC5816.The dynamic height is computed by dividing the NAVD 88
 AC5816.geopotential number by the normal gravity value computed on the
 AC5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5816.degrees latitude (g = 980.6199 gals.).
 AC5816
 AC5816.The modeled gravity was interpolated from observed gravity values.
 AC5816
 AC5816;                    North         East    Units  Estimated Accuracy
 AC5816;SPC MI N     -   289,670.    7,923,170.      MT  (+/- 180 meters Scaled)
 AC5816
 AC5816                          SUPERSEDED SURVEY CONTROL
 AC5816
 AC5816.No superseded survey control is available for this station.
 AC5816
 AC5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT232484(NAD 83)
 AC5816_MARKER: DV = VERTICAL CONTROL DISK
 AC5816_SETTING: 66 = SET IN ROCK OUTCROP
 AC5816_STAMPING: K 347 1996
 AC5816_MARK LOGO: NGS   
 AC5816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5816+STABILITY: POSITION/ELEVATION WELL
 AC5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5816+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 AC5816
 AC5816  HISTORY     - Date     Condition        Report By
 AC5816  HISTORY     - 1996     MONUMENTED       NGS
 AC5816  HISTORY     - 20050420 GOOD             GEOCAC
 AC5816
 AC5816                          STATION DESCRIPTION
 AC5816
 AC5816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5816'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5816'STATE HIGHWAY 26 IN PHOENIX, THENCE 7.0 KM (4.35 MI) SOUTHEASTERLY
 AC5816'ALONG THE LAC LA BELLE-BETE GRISE ROAD, IN A 5 BY 7-FOOT AREA OF
 AC5816'OUTCROPPING BEDROCK, 135.0 M (442.9 FT) WEST OF THE CENTER OF LAC LA
 AC5816'BELLE RESORT ROAD, 8.0 M (26.2 FT) NORTH OF THE ROAD CENTER, 0.4 M
 AC5816'(1.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A
 AC5816'WITNESS POST.
 AC5816
 AC5816                          STATION RECOVERY (2005)
 AC5816
 AC5816'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 AC5816'NAD 83(1986)-  47 23 05.2  (N)    088 01 02.5  (W)  HANDHELD GPS
 AC5816' 
 AC5816'NOTE-THE WITNESS POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0042 ***********************************************************************
 PK0042  DESIGNATION -  K 35
 PK0042  PID         -  PK0042
 PK0042  STATE/COUNTY-  MI/IOSCO
 PK0042  USGS QUAD   -  EAST TAWAS (1989)
 PK0042
 PK0042                         *CURRENT SURVEY CONTROL
 PK0042  ___________________________________________________________________
 PK0042* NAD 83(1986)-  44 17 28.     (N)    083 27 19.     (W)     SCALED    
 PK0042* NAVD 88     -       181.308  (meters)     594.84   (feet)  ADJUSTED  
 PK0042  ___________________________________________________________________
 PK0042  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0042  DYNAMIC HT  -         181.285 (meters)     594.77  (feet)  COMP
 PK0042  MODELED GRAV-     980,489.9   (mgal)                       NAVD 88
 PK0042
 PK0042  VERT ORDER  -  FIRST     CLASS II
 PK0042
 PK0042.The horizontal coordinates were scaled from a topographic map and have
 PK0042.an estimated accuracy of +/- 6 seconds.
 PK0042
 PK0042.The orthometric height was determined by differential leveling
 PK0042.and adjusted by the National Geodetic Survey in June 1991..
 PK0042
 PK0042.The geoid height was determined by GEOID03.
 PK0042
 PK0042.The dynamic height is computed by dividing the NAVD 88
 PK0042.geopotential number by the normal gravity value computed on the
 PK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0042.degrees latitude (g = 980.6199 gals.).
 PK0042
 PK0042.The modeled gravity was interpolated from observed gravity values.
 PK0042
 PK0042;                    North         East    Units  Estimated Accuracy
 PK0042;SPC MI C     -   108,690.    6,072,740.      MT  (+/- 180 meters Scaled)
 PK0042
 PK0042                          SUPERSEDED SURVEY CONTROL
 PK0042
 PK0042  NGVD 29 (??/??/92)  181.525  (m)          595.55   (f) ADJ UNCH    1 2
 PK0042
 PK0042.Superseded values are not recommended for survey control.
 PK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0042.See file dsdata.txt to determine how the superseded data were derived.
 PK0042
 PK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK041071(NAD 83)
 PK0042_MARKER: DB = BENCH MARK DISK
 PK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0042_STAMPING: K 35 1934
 PK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0042+STABILITY: SURFACE MOTION
 PK0042
 PK0042  HISTORY     - Date     Condition        Report By
 PK0042  HISTORY     - 1934     MONUMENTED       CGS
 PK0042  HISTORY     - 1983     MARK NOT FOUND   NGS
 PK0042
 PK0042                          STATION DESCRIPTION
 PK0042
 PK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0042'2.7 MI NE FROM EAST TAWAS.
 PK0042'2.7 MILES NORTHEAST ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 PK0042'THE STATION AT EAST TAWAS-TAWAS CITY, IOSCO COUNTY, 300 YARDS
 PK0042'NORTHEAST OF MILEPOST 61, 75 YARDS NORTHWEST OF U.S. HIGHWAY
 PK0042'23, AT A ROAD CROSSING, 18 YARDS SOUTHWEST OF THE CENTERLINE
 PK0042'OF THE ROAD, AND ABOUT 16 YARDS SOUTHEAST OF THE SOUTHEAST
 PK0042'RAIL.  A STANDARD DISK, STAMPED K 35 1934 AND SET IN THE TOP
 PK0042'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PK0042
 PK0042                          STATION RECOVERY (1983)
 PK0042
 PK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0042'NOT RECOVERED, POSSIBLY BANK PARKING LOT BUILT IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0010 ***********************************************************************
 PK0010  DESIGNATION -  K 38 RESET 1968
 PK0010  PID         -  PK0010
 PK0010  STATE/COUNTY-  MI/HURON
 PK0010  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0010
 PK0010                         *CURRENT SURVEY CONTROL
 PK0010  ___________________________________________________________________
 PK0010* NAD 83(1986)-  44 02 37.     (N)    082 54 16.     (W)     SCALED    
 PK0010* NAVD 88     -       186.414  (meters)     611.59   (feet)  ADJUSTED  
 PK0010  ___________________________________________________________________
 PK0010  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 PK0010  DYNAMIC HT  -         186.387 (meters)     611.50  (feet)  COMP
 PK0010  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 PK0010
 PK0010  VERT ORDER  -  FIRST     CLASS 0
 PK0010
 PK0010.The horizontal coordinates were scaled from a topographic map and have
 PK0010.an estimated accuracy of +/- 6 seconds.
 PK0010
 PK0010.The orthometric height was determined by differential leveling
 PK0010.and adjusted by the National Geodetic Survey in June 1991..
 PK0010
 PK0010.The geoid height was determined by GEOID03.
 PK0010
 PK0010.The dynamic height is computed by dividing the NAVD 88
 PK0010.geopotential number by the normal gravity value computed on the
 PK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0010.degrees latitude (g = 980.6199 gals.).
 PK0010
 PK0010.The modeled gravity was interpolated from observed gravity values.
 PK0010
 PK0010;                    North         East    Units  Estimated Accuracy
 PK0010;SPC MI S     -   283,580.    4,117,200.      MT  (+/- 180 meters Scaled)
 PK0010
 PK0010                          SUPERSEDED SURVEY CONTROL
 PK0010
 PK0010  NGVD 29 (??/??/92)  186.552  (m)          612.05   (f) ADJ UNCH    1 0
 PK0010
 PK0010.Superseded values are not recommended for survey control.
 PK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0010.See file dsdata.txt to determine how the superseded data were derived.
 PK0010
 PK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ474784(NAD 83)
 PK0010_MARKER: DB = BENCH MARK DISK
 PK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0010_STAMPING: K 38 RESET 1968
 PK0010_PROJECTION: FLUSH
 PK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0010+STABILITY: SURFACE MOTION
 PK0010
 PK0010  HISTORY     - Date     Condition        Report By
 PK0010  HISTORY     - 1968     MONUMENTED       CGS
 PK0010  HISTORY     - 1976     GOOD             NOS
 PK0010  HISTORY     - 1987     GOOD             USPSQD
 PK0010
 PK0010                          STATION DESCRIPTION
 PK0010
 PK0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 PK0010'4 MI E FROM PORT AUSTIN.
 PK0010'4.15 MILES EAST ALONG U.S. HIGHWAY 25 FROM ITS JUNCTION WITH
 PK0010'STATE HIGHWAY 53 AT THE SOUTH EDGE OF PORT AUSTIN, 173 FEET
 PK0010'SOUTHEAST OF THE INTERSECTION OF HIGHWAY 25 AND A GRAVELED
 PK0010'ROAD NORTH TO GRIND STONE CITY, 70 FEET SOUTH OF THE CENTERLINE
 PK0010'OF THE HIGHWAY, 14 FEET WEST OF THE CENTERLINE OF A DRIVEWAY
 PK0010'SOUTH, 1 FOOT NORTH OF A POWER POLE AND 1 FOOT NORTH OF A
 PK0010'METAL WITNESS POST.  THE DISK IS SET IN THE TOP OF A ROUND
 PK0010'CONCRETE POST WHICH PROJECTS 5 INCHES.
 PK0010
 PK0010                          STATION RECOVERY (1976)
 PK0010
 PK0010'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 PK0010'4.4 MILES EAST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HIGHWAY M53
 PK0010'AT THE SOUTH SIDE OF PORT AUSTIN, 174 FT. EAST OF THE INTERSECTION OF
 PK0010'U.S. 25 AND ROUSE ROAD, 74 FT. SOUTH CENTERLINE OF HIGHWAY U.S. 25,
 PK0010'14 1/2 FT. WEST CENTERLINE OF DRIVE TO FARM, 2.0 FT. NORTH OF U.P. NO.
 PK0010'C 405, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 PK0010'INTO A 12 INCH DIAMETER CONCRETE MONUMENT.
 PK0010
 PK0010                          STATION RECOVERY (1987)
 PK0010
 PK0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFR)
 PK0010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0148 ***********************************************************************
 OJ0148  DESIGNATION -  K 39
 OJ0148  PID         -  OJ0148
 OJ0148  STATE/COUNTY-  MI/SANILAC
 OJ0148  USGS QUAD   -  PALMS (1963)
 OJ0148
 OJ0148                         *CURRENT SURVEY CONTROL
 OJ0148  ___________________________________________________________________
 OJ0148* NAD 83(1986)-  43 36 49.     (N)    082 46 14.     (W)     SCALED    
 OJ0148* NAVD 88     -       246.715  (meters)     809.43   (feet)  ADJUSTED  
 OJ0148  ___________________________________________________________________
 OJ0148  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 OJ0148  DYNAMIC HT  -         246.666 (meters)     809.27  (feet)  COMP
 OJ0148  MODELED GRAV-     980,414.1   (mgal)                       NAVD 88
 OJ0148
 OJ0148  VERT ORDER  -  FIRST     CLASS II
 OJ0148
 OJ0148.The horizontal coordinates were scaled from a topographic map and have
 OJ0148.an estimated accuracy of +/- 6 seconds.
 OJ0148
 OJ0148.The orthometric height was determined by differential leveling
 OJ0148.and adjusted by the National Geodetic Survey in June 1991..
 OJ0148
 OJ0148.The geoid height was determined by GEOID03.
 OJ0148
 OJ0148.The dynamic height is computed by dividing the NAVD 88
 OJ0148.geopotential number by the normal gravity value computed on the
 OJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0148.degrees latitude (g = 980.6199 gals.).
 OJ0148
 OJ0148.The modeled gravity was interpolated from observed gravity values.
 OJ0148
 OJ0148;                    North         East    Units  Estimated Accuracy
 OJ0148;SPC MI S     -   236,010.    4,128,840.      MT  (+/- 180 meters Scaled)
 OJ0148
 OJ0148                          SUPERSEDED SURVEY CONTROL
 OJ0148
 OJ0148  NGVD 29 (??/??/92)  246.834  (m)          809.82   (f) ADJ UNCH    1 2
 OJ0148
 OJ0148.Superseded values are not recommended for survey control.
 OJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0148.See file dsdata.txt to determine how the superseded data were derived.
 OJ0148
 OJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ571304(NAD 83)
 OJ0148_MARKER: DB = BENCH MARK DISK
 OJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0148_STAMPING: K 39 1934
 OJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0148+STABILITY: SURFACE MOTION
 OJ0148
 OJ0148  HISTORY     - Date     Condition        Report By
 OJ0148  HISTORY     - 1934     MONUMENTED       CGS
 OJ0148  HISTORY     - 1934     GOOD             NGS
 OJ0148  HISTORY     - 1988     GOOD             USPSQD
 OJ0148  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 OJ0148
 OJ0148                          STATION DESCRIPTION
 OJ0148
 OJ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0148'AT PALMS.
 OJ0148'AT PALMS, SANILAC COUNTY, 200 YARDS NORTHWEST OF THE NORTHWEST
 OJ0148'CORNER OF THE PERE MARQUETTE RAILWAY STATION, 47 YARDS NORTHEAST
 OJ0148'OF THE NORTHEAST CORNER OF A TWO-STORY BRICK DWELLING, AT A
 OJ0148'GRAVEL-ROAD CROSSING, 26 FEET SOUTH OF THE INTERSECTION OF THE
 OJ0148'SOUTHWEST RAIL AND THE CENTERLINE OF THE ROAD, 15 FEET SOUTHWEST
 OJ0148'OF THE SOUTHWEST RAIL, 13 FEET SOUTHWEST OF A CROSSING SIGN,
 OJ0148'5 FEET NORTHEAST OF A FENCE CORNER, AND ABOUT 1 FOOT LOWER THAN
 OJ0148'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 39 1934 AND SET
 OJ0148'IN THE TOP OF A CONCRETE POST.  NOTE-- THE PERE MARQUETTE
 OJ0148'RAILWAY IS NOW THE CHESAPEAKE AND OHIO RAILWAY.
 OJ0148
 OJ0148                          STATION RECOVERY (1988)
 OJ0148
 OJ0148'RECOVERY NOTE BY US POWER SQUADRON 1988 (JN)
 OJ0148'RECOVERED IN GOOD CONDITION.
 OJ0148
 OJ0148                          STATION RECOVERY (1994)
 OJ0148
 OJ0148'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0022 ***********************************************************************
 OK0022  DESIGNATION -  K 40
 OK0022  PID         -  OK0022
 OK0022  STATE/COUNTY-  MI/MIDLAND
 OK0022  USGS QUAD   -  AVERILL (1973)
 OK0022
 OK0022                         *CURRENT SURVEY CONTROL
 OK0022  ___________________________________________________________________
 OK0022* NAD 83(1986)-  43 39 55.     (N)    084 21 47.     (W)     SCALED    
 OK0022* NAVD 88     -       193.329  (meters)     634.28   (feet)  ADJUSTED  
 OK0022  ___________________________________________________________________
 OK0022  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OK0022  DYNAMIC HT  -         193.292 (meters)     634.16  (feet)  COMP
 OK0022  MODELED GRAV-     980,421.7   (mgal)                       NAVD 88
 OK0022
 OK0022  VERT ORDER  -  SECOND    CLASS 0
 OK0022
 OK0022.The horizontal coordinates were scaled from a topographic map and have
 OK0022.an estimated accuracy of +/- 6 seconds.
 OK0022
 OK0022.The orthometric height was determined by differential leveling
 OK0022.and adjusted by the National Geodetic Survey in June 1991..
 OK0022
 OK0022.The geoid height was determined by GEOID03.
 OK0022
 OK0022.The dynamic height is computed by dividing the NAVD 88
 OK0022.geopotential number by the normal gravity value computed on the
 OK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0022.degrees latitude (g = 980.6199 gals.).
 OK0022
 OK0022.The modeled gravity was interpolated from observed gravity values.
 OK0022
 OK0022;                    North         East    Units  Estimated Accuracy
 OK0022;SPC MI S     -   240,520.    4,000,290.      MT  (+/- 180 meters Scaled)
 OK0022
 OK0022                          SUPERSEDED SURVEY CONTROL
 OK0022
 OK0022  NGVD 29 (??/??/92)  193.502  (m)          634.85   (f) ADJ UNCH    2 0
 OK0022
 OK0022.Superseded values are not recommended for survey control.
 OK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0022.See file dsdata.txt to determine how the superseded data were derived.
 OK0022
 OK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP126380(NAD 83)
 OK0022_MARKER: DB = BENCH MARK DISK
 OK0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0022_STAMPING: K 40 1934
 OK0022_MARK LOGO: CGS   
 OK0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0022+STABILITY: SURFACE MOTION
 OK0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0022+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0022
 OK0022  HISTORY     - Date     Condition        Report By
 OK0022  HISTORY     - 1934     MONUMENTED       CGS
 OK0022  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0022
 OK0022                          STATION DESCRIPTION
 OK0022
 OK0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0022'1.3 MI SE FROM SANFORD.
 OK0022'1.3 MILES SOUTHEAST ALONG THE CHESAPEAKE AND OHIO RWY. FROM
 OK0022'THE STATION AT SANFORD, 37.7 FEET SOUTH OF THE SOUTH RAIL, AND
 OK0022'6 INCHES ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0022'K 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0022
 OK0022                          STATION RECOVERY (1995)
 OK0022
 OK0022'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0332 ***********************************************************************
 OJ0332  DESIGNATION -  K 41
 OJ0332  PID         -  OJ0332
 OJ0332  STATE/COUNTY-  MI/LAPEER
 OJ0332  USGS QUAD   -  ATTICA (1963)
 OJ0332
 OJ0332                         *CURRENT SURVEY CONTROL
 OJ0332  ___________________________________________________________________
 OJ0332* NAD 83(1986)-  43 01 52.     (N)    083 09 25.     (W)     SCALED    
 OJ0332* NAVD 88     -       271.293  (meters)     890.07   (feet)  ADJUSTED  
 OJ0332  ___________________________________________________________________
 OJ0332  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0332  DYNAMIC HT  -         271.219 (meters)     889.82  (feet)  COMP
 OJ0332  MODELED GRAV-     980,340.6   (mgal)                       NAVD 88
 OJ0332
 OJ0332  VERT ORDER  -  SECOND    CLASS 0
 OJ0332
 OJ0332.The horizontal coordinates were scaled from a topographic map and have
 OJ0332.an estimated accuracy of +/- 6 seconds.
 OJ0332
 OJ0332.The orthometric height was determined by differential leveling
 OJ0332.and adjusted by the National Geodetic Survey in June 1991..
 OJ0332
 OJ0332.The geoid height was determined by GEOID03.
 OJ0332
 OJ0332.The dynamic height is computed by dividing the NAVD 88
 OJ0332.geopotential number by the normal gravity value computed on the
 OJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0332.degrees latitude (g = 980.6199 gals.).
 OJ0332
 OJ0332.The modeled gravity was interpolated from observed gravity values.
 OJ0332
 OJ0332;                    North         East    Units  Estimated Accuracy
 OJ0332;SPC MI S     -   170,780.    4,098,580.      MT  (+/- 180 meters Scaled)
 OJ0332
 OJ0332                          SUPERSEDED SURVEY CONTROL
 OJ0332
 OJ0332  NGVD 29 (??/??/92)  271.414  (m)          890.46   (f) ADJ UNCH    2 0
 OJ0332
 OJ0332.Superseded values are not recommended for survey control.
 OJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0332.See file dsdata.txt to determine how the superseded data were derived.
 OJ0332
 OJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH242665(NAD 83)
 OJ0332_MARKER: DB = BENCH MARK DISK
 OJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0332_STAMPING: K 41 1934
 OJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0332+STABILITY: SURFACE MOTION
 OJ0332
 OJ0332  HISTORY     - Date     Condition        Report By
 OJ0332  HISTORY     - 1934     MONUMENTED       CGS
 OJ0332  HISTORY     - 1977     GOOD             NGS
 OJ0332
 OJ0332                          STATION DESCRIPTION
 OJ0332
 OJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0332'0.5 MI E FROM ATTICA.
 OJ0332'0.5 MILE EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0332'STATION AT ATTICA, LAPEER COUNTY, 73 YARDS WEST OF SEMAPHORE
 OJ0332'2978, AT A ROAD CROSSING, 31.6 FEET WEST OF THE CENTERLINE OF
 OJ0332'THE ROAD, 14.7 FEET SOUTH OF THE SOUTH RAIL, 3.5 FEET EAST OF A
 OJ0332'WOODEN FENCE, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.  A
 OJ0332'STANDARD DISK, STAMPED K 41 1934 AND SET IN THE TOP OF A CONCRETE
 OJ0332'POST.
 OJ0332
 OJ0332                          STATION RECOVERY (1977)
 OJ0332
 OJ0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0332'0.5 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM ITS
 OJ0332'CROSSING OF LAKE PLEASANT ROAD IN ATTICA, APPROX 73 YARDS WEST OF
 OJ0332'SEMAPHORE 2978, 32 FEET WEST OF THE CENTER OF LARSON ROAD, 15 FEET
 OJ0332'SOUTH OF THE SOUTH RAIL AND AND 29 FEET NORTH NORTHEAST OF A FENCE
 OJ0332'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0038 ***********************************************************************
 NF0038  DESIGNATION -  K 42
 NF0038  PID         -  NF0038
 NF0038  STATE/COUNTY-  MI/SHIAWASSEE
 NF0038  USGS QUAD   -  PERRY (1972)
 NF0038
 NF0038                         *CURRENT SURVEY CONTROL
 NF0038  ___________________________________________________________________
 NF0038* NAD 83(1986)-  42 50 22.     (N)    084 10 44.     (W)     SCALED    
 NF0038* NAVD 88     -       270.432  (meters)     887.24   (feet)  ADJUSTED  
 NF0038  ___________________________________________________________________
 NF0038  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NF0038  DYNAMIC HT  -         270.366 (meters)     887.03  (feet)  COMP
 NF0038  MODELED GRAV-     980,368.8   (mgal)                       NAVD 88
 NF0038
 NF0038  VERT ORDER  -  SECOND    CLASS 0
 NF0038
 NF0038.The horizontal coordinates were scaled from a topographic map and have
 NF0038.an estimated accuracy of +/- 6 seconds.
 NF0038
 NF0038.The orthometric height was determined by differential leveling
 NF0038.and adjusted by the National Geodetic Survey in June 1991..
 NF0038
 NF0038.The geoid height was determined by GEOID03.
 NF0038
 NF0038.The dynamic height is computed by dividing the NAVD 88
 NF0038.geopotential number by the normal gravity value computed on the
 NF0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0038.degrees latitude (g = 980.6199 gals.).
 NF0038
 NF0038.The modeled gravity was interpolated from observed gravity values.
 NF0038
 NF0038;                    North         East    Units  Estimated Accuracy
 NF0038;SPC MI S     -   148,800.    4,015,350.      MT  (+/- 180 meters Scaled)
 NF0038
 NF0038                          SUPERSEDED SURVEY CONTROL
 NF0038
 NF0038  NGVD 29 (??/??/92)  270.563  (m)          887.67   (f) ADJ UNCH    2 0
 NF0038
 NF0038.Superseded values are not recommended for survey control.
 NF0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0038.See file dsdata.txt to determine how the superseded data were derived.
 NF0038
 NF0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN305468(NAD 83)
 NF0038_MARKER: DB = BENCH MARK DISK
 NF0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0038_STAMPING: K 42 1934
 NF0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0038+STABILITY: SURFACE MOTION
 NF0038
 NF0038  HISTORY     - Date     Condition        Report By
 NF0038  HISTORY     - 1934     MONUMENTED       CGS
 NF0038  HISTORY     - 1972     POOR             USGS
 NF0038  HISTORY     - 1976     POOR             MIDH
 NF0038  HISTORY     - 1976     POOR             NGS
 NF0038
 NF0038                          STATION DESCRIPTION
 NF0038
 NF0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0038'AT MORRICE.
 NF0038'AT MORRICE, SHIAWASSEE COUNTY, 80.3 FEET WEST OF THE SOUTHWEST
 NF0038'CORNER OF THE GRAND TRUNK WESTERN RAILROAD STATION, 8 YARDS
 NF0038'SOUTH OF THE EAST END OF A SIDING SWITCH, 7.6 FEET EAST OF THE
 NF0038'NORTHEAST CORNER OF A SMALL OUT-BUILDING, AND 20.8 FEET SOUTH
 NF0038'OF THE SOUTH RAIL OF THE SOUTH TRACK.  A STANDARD DISK, STAMPED
 NF0038'K 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0038
 NF0038                          STATION RECOVERY (1972)
 NF0038
 NF0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0038'MARK RECOVERED IN POOR CONDITION.
 NF0038
 NF0038                          STATION RECOVERY (1976)
 NF0038
 NF0038'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0038'AT MORRICE, SHIWASSEE COUNTY, 121.5 FEET NE OF THE NE CORNER OF A
 NF0038'METAL BUILDING OF THE MORRICE GRAIN ELEVATOR, 69.8 FEET NW OF THE NW
 NF0038'CORNER OF A 6 FOOT CHAIN LINK FENCE, 20.8 FEET SOUTH OF THE SOUTH
 NF0038'TRACK GRAND TRUNK AND WESTERN RAILROAD.  A STANDARD DISK, STAMPED K 42
 NF0038'1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0038
 NF0038                          STATION RECOVERY (1976)
 NF0038
 NF0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0038'MARK WAS RECOVERED. IT PROJECTS 1 FOOT AND IS SLIGHTLY LOOSE IN THE
 NF0038'GROUND. IT IS 254 FEET WEST OF THE CENTER OF MAIN STREET, 43 FEET
 NF0038'NORTHEAST OF A TELEPHONE POLE, 20.8 FEET SOUTH OF THE SOUTH RAIL AND
 NF0038'15 FT. SOUTH EAST OF A SIDING SWITCH. A WITNESS POST WAS SET 1 FOOT
 NF0038'SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0363 ***********************************************************************
 NE0363  DESIGNATION -  K 43
 NE0363  PID         -  NE0363
 NE0363  STATE/COUNTY-  MI/OAKLAND
 NE0363  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0363
 NE0363                         *CURRENT SURVEY CONTROL
 NE0363  ___________________________________________________________________
 NE0363* NAD 83(1986)-  42 38 21.     (N)    083 17 55.     (W)     SCALED    
 NE0363* NAVD 88     -       285.297  (meters)     936.01   (feet)  ADJUSTED  
 NE0363  ___________________________________________________________________
 NE0363  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE0363  DYNAMIC HT  -         285.211 (meters)     935.73  (feet)  COMP
 NE0363  MODELED GRAV-     980,315.0   (mgal)                       NAVD 88
 NE0363
 NE0363  VERT ORDER  -  SECOND    CLASS 0
 NE0363
 NE0363.The horizontal coordinates were scaled from a topographic map and have
 NE0363.an estimated accuracy of +/- 6 seconds.
 NE0363
 NE0363.The orthometric height was determined by differential leveling
 NE0363.and adjusted by the National Geodetic Survey in June 1991..
 NE0363
 NE0363.The geoid height was determined by GEOID03.
 NE0363
 NE0363.The dynamic height is computed by dividing the NAVD 88
 NE0363.geopotential number by the normal gravity value computed on the
 NE0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0363.degrees latitude (g = 980.6199 gals.).
 NE0363
 NE0363.The modeled gravity was interpolated from observed gravity values.
 NE0363
 NE0363;                    North         East    Units  Estimated Accuracy
 NE0363;SPC MI S     -   127,090.    4,087,590.      MT  (+/- 180 meters Scaled)
 NE0363
 NE0363                          SUPERSEDED SURVEY CONTROL
 NE0363
 NE0363  NGVD 29 (??/??/92)  285.413  (m)          936.39   (f) ADJ UNCH    2 0
 NE0363
 NE0363.Superseded values are not recommended for survey control.
 NE0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0363.See file dsdata.txt to determine how the superseded data were derived.
 NE0363
 NE0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH115233(NAD 83)
 NE0363_MARKER: DB = BENCH MARK DISK
 NE0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0363_SP_SET: BUILDING
 NE0363_STAMPING: K 43 1934
 NE0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0363
 NE0363  HISTORY     - Date     Condition        Report By
 NE0363  HISTORY     - 1934     MONUMENTED       CGS
 NE0363  HISTORY     - 1938     GOOD             NGS
 NE0363  HISTORY     - 1977     GOOD             NGS
 NE0363  HISTORY     - 20060315 MARK NOT FOUND   INDIV
 NE0363
 NE0363                          STATION DESCRIPTION
 NE0363
 NE0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0363'AT PONTIAC.
 NE0363'AT PONTIAC, OAKLAND COUNTY, IN THE SOUTHWEST FACE OF THE GRAND
 NE0363'TRUNK WESTERN RAILWAY STATION, 4 FEET SOUTHEAST OF THE SOUTHEAST
 NE0363'SIDE OF THE TICKET OFFICE, 2.4 FEET NORTHWEST OF THE NORTHWEST
 NE0363'SIDE OF THE PASSENGER ENTRANCE, AND ABOUT 5 FEET ABOVE THE
 NE0363'SIDEWALK.  A STANDARD DISK, STAMPED K 43 1934 AND SET VERTICALLY.
 NE0363
 NE0363                          STATION RECOVERY (1977)
 NE0363
 NE0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0363'RECOVERED IN GOOD CONDITION.
 NE0363
 NE0363                          STATION RECOVERY (2006)
 NE0363
 NE0363'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1646 ***********************************************************************
 NE1646  DESIGNATION -  K 43 RESET
 NE1646  PID         -  NE1646
 NE1646  STATE/COUNTY-  MI/OAKLAND
 NE1646  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1646
 NE1646                         *CURRENT SURVEY CONTROL
 NE1646  ___________________________________________________________________
 NE1646* NAD 83(1986)-  42 38 21.     (N)    083 17 55.     (W)     SCALED    
 NE1646* NAVD 88     -       283.80   (meters)     931.1    (feet)  RESET     
 NE1646  ___________________________________________________________________
 NE1646  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 NE1646
 NE1646  VERT ORDER  -  THIRD
 NE1646
 NE1646.The horizontal coordinates were scaled from a topographic map and have
 NE1646.an estimated accuracy of +/- 6 seconds.
 NE1646
 NE1646.The orthometric height was computed from unverified reset data.
 NE1646.No vertical observational check was made to the station.
 NE1646
 NE1646.The geoid height was determined by GEOID03.
 NE1646
 NE1646;                    North         East    Units  Estimated Accuracy
 NE1646;SPC MI S     -   127,090.    4,087,590.      MT  (+/- 180 meters Scaled)
 NE1646
 NE1646                          SUPERSEDED SURVEY CONTROL
 NE1646
 NE1646  NGVD 29 (03/27/06)  283.92   (m)          931.5    (f) RESET       3  
 NE1646
 NE1646.Superseded values are not recommended for survey control.
 NE1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1646.See file dsdata.txt to determine how the superseded data were derived.
 NE1646
 NE1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH115233(NAD 83)
 NE1646_MARKER: DV = VERTICAL CONTROL DISK
 NE1646_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NE1646+WITH SETTING: PAVEMENT
 NE1646_SP_SET: SIGNAL BASE
 NE1646_STAMPING: K 43 RESET 1985
 NE1646_MARK LOGO: NGS   
 NE1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1646+STABILITY: SURFACE MOTION
 NE1646
 NE1646  HISTORY     - Date     Condition        Report By
 NE1646  HISTORY     - 1985     MONUMENTED       NGS
 NE1646  HISTORY     - 20020118 MARK NOT FOUND   USPSQD
 NE1646
 NE1646                          STATION DESCRIPTION
 NE1646
 NE1646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1646'IN PONTIAC, MICHIGAN ABOUT 600 FEET WEST FROM THE JUNCTION OF WIDE
 NE1646'TRACK DRIVE WEST, AND WEST HURON STREET OR M-59.  IT IS INTO THE WEST
 NE1646'SIDE OF THE CONCRETE BASE FOR A RAILROAD CROSSING SIGNAL LAMP WHICH
 NE1646'IS SET ON THE EAST SIDE OF THE JUNCTION OF M-59, WEST HURON STREET
 NE1646'AND THE GRAND TRUNK RAILROAD.  IT IS 12.497 M (41.001 FT) NORTH FROM
 NE1646'THE CENTER OF M-59 OR WEST HURON STREET, 11.278 M (37.001 FT) WEST
 NE1646'FROM THE CENTER OF A PAVED ENTRANCE ROAD NORTH AND 34.0 FT (10.4 M)
 NE1646'EAST FROM THE EAST RAIL OF THE EAST SET OF RAILROAD TRACKS.
 NE1646
 NE1646                          STATION RECOVERY (2002)
 NE1646
 NE1646'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHJ)
 NE1646'SUMMER 2000 DESTROYED WHEN RAILROAD VIADUCT WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0339 ***********************************************************************
 RJ0339  DESIGNATION -  K 45
 RJ0339  PID         -  RJ0339
 RJ0339  STATE/COUNTY-  MI/LUCE
 RJ0339  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ0339
 RJ0339                         *CURRENT SURVEY CONTROL
 RJ0339  ___________________________________________________________________
 RJ0339* NAD 83(1986)-  46 21 01.     (N)    085 25 58.     (W)     SCALED    
 RJ0339* NAVD 88     -       221.110  (meters)     725.43   (feet)  ADJUSTED  
 RJ0339  ___________________________________________________________________
 RJ0339  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RJ0339  DYNAMIC HT  -         221.124 (meters)     725.47  (feet)  COMP
 RJ0339  MODELED GRAV-     980,674.1   (mgal)                       NAVD 88
 RJ0339
 RJ0339  VERT ORDER  -  FIRST     CLASS II
 RJ0339
 RJ0339.The horizontal coordinates were scaled from a topographic map and have
 RJ0339.an estimated accuracy of +/- 6 seconds.
 RJ0339
 RJ0339.The orthometric height was determined by differential leveling
 RJ0339.and adjusted by the National Geodetic Survey in June 1991..
 RJ0339.WARNING-Repeat measurements at this control monument indicate possible
 RJ0339.vertical movement.
 RJ0339
 RJ0339.The geoid height was determined by GEOID03.
 RJ0339
 RJ0339.The dynamic height is computed by dividing the NAVD 88
 RJ0339.geopotential number by the normal gravity value computed on the
 RJ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0339.degrees latitude (g = 980.6199 gals.).
 RJ0339
 RJ0339.The modeled gravity was interpolated from observed gravity values.
 RJ0339
 RJ0339;                    North         East    Units  Estimated Accuracy
 RJ0339;SPC MI N     -   175,350.    8,120,610.      MT  (+/- 180 meters Scaled)
 RJ0339
 RJ0339                          SUPERSEDED SURVEY CONTROL
 RJ0339
 RJ0339  NGVD 29 (??/??/92)  221.063  (m)          725.27   (f) ADJ UNCH    1 2
 RJ0339
 RJ0339.Superseded values are not recommended for survey control.
 RJ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0339.See file dsdata.txt to determine how the superseded data were derived.
 RJ0339
 RJ0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS205341(NAD 83)
 RJ0339_MARKER: DB = BENCH MARK DISK
 RJ0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0339_STAMPING: K 45 1943
 RJ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0339+STABILITY: SURFACE MOTION
 RJ0339
 RJ0339  HISTORY     - Date     Condition        Report By
 RJ0339  HISTORY     - 1943     MONUMENTED       CGS
 RJ0339  HISTORY     - 1964     GOOD             NGS
 RJ0339
 RJ0339                          STATION DESCRIPTION
 RJ0339
 RJ0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0339'3.5 MI E FROM NEWBERRY.
 RJ0339'ABOUT 3.5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0339'STATION AT NEWBERRY, IN S 28, T 46 N, R 9 W, ABOUT 0.55 MILE
 RJ0339'EAST OF A ROAD LEADING SOUTH AWAY FROM THE TRACK, 67 FEET
 RJ0339'SOUTHEAST OF MILEPOST 55, 40 FEET SOUTH OF THE SOUTH RAIL, 8 FEET
 RJ0339'NORTH OF AN OLD FENCE LINE, 1.1 FEET NORTHWEST OF A METAL
 RJ0339'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND
 RJ0339'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0047 ***********************************************************************
 RK0047  DESIGNATION -  K 46
 RK0047  PID         -  RK0047
 RK0047  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0047  USGS QUAD   -  
 RK0047
 RK0047                         *CURRENT SURVEY CONTROL
 RK0047  ___________________________________________________________________
 RK0047* NAD 83(1986)-  46 20 47.     (N)    086 19 48.     (W)     SCALED    
 RK0047* NAVD 88     -       243.839  (meters)     800.00   (feet)  ADJUSTED  
 RK0047  ___________________________________________________________________
 RK0047  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RK0047  DYNAMIC HT  -         243.856 (meters)     800.05  (feet)  COMP
 RK0047  MODELED GRAV-     980,678.0   (mgal)                       NAVD 88
 RK0047
 RK0047  VERT ORDER  -  FIRST     CLASS II
 RK0047
 RK0047.The horizontal coordinates were scaled from a topographic map and have
 RK0047.an estimated accuracy of +/- 6 seconds.
 RK0047
 RK0047.The orthometric height was determined by differential leveling
 RK0047.and adjusted by the National Geodetic Survey in June 1991..
 RK0047
 RK0047.The geoid height was determined by GEOID03.
 RK0047
 RK0047.The dynamic height is computed by dividing the NAVD 88
 RK0047.geopotential number by the normal gravity value computed on the
 RK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0047.degrees latitude (g = 980.6199 gals.).
 RK0047
 RK0047.The modeled gravity was interpolated from observed gravity values.
 RK0047
 RK0047;                    North         East    Units  Estimated Accuracy
 RK0047;SPC MI N     -   173,940.    8,051,570.      MT  (+/- 180 meters Scaled)
 RK0047
 RK0047                          SUPERSEDED SURVEY CONTROL
 RK0047
 RK0047  NGVD 29 (??/??/92)  243.802  (m)          799.87   (f) ADJ UNCH    1 2
 RK0047
 RK0047.Superseded values are not recommended for survey control.
 RK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0047.See file dsdata.txt to determine how the superseded data were derived.
 RK0047
 RK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES515327(NAD 83)
 RK0047_MARKER: DB = BENCH MARK DISK
 RK0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0047_STAMPING: K 46 1934
 RK0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0047+STABILITY: SURFACE MOTION
 RK0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0047+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 RK0047
 RK0047  HISTORY     - Date     Condition        Report By
 RK0047  HISTORY     - 1934     MONUMENTED       CGS
 RK0047  HISTORY     - 1964     GOOD             NGS
 RK0047  HISTORY     - 20020416 GOOD             MIDT
 RK0047  HISTORY     - 20040920 GOOD             USPSQD
 RK0047
 RK0047                          STATION DESCRIPTION
 RK0047
 RK0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RK0047'2.5 MI W FROM CREIGHTON.
 RK0047'2.5 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE STATE HIGHWAY
 RK0047'M 28 BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, IN S 32, T 46 N, R
 RK0047'16 W, 80 FEET NORTHEAST ACROSS THE TRACK FROM MILEPOST 98, 33
 RK0047'FEET NORTH OF THE NORTH RAIL, 115 FEET SOUTH OF THE CENTER
 RK0047'LINE OF STATE HIGHWAY M 28, 31 FEET SOUTHWEST OF TELEPHONE POLE
 RK0047'NUMBER 3623, 14 FEET NORTHWEST OF A TWIN-FORKED 4-INCH EVERGREEN
 RK0047'TREE, 1.3 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 RK0047'THE TRACK, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET
 RK0047'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RK0047
 RK0047                          STATION RECOVERY (2002)
 RK0047
 RK0047'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0047'RECOVERED IN GOOD CONDITION.
 RK0047
 RK0047                          STATION RECOVERY (2004)
 RK0047
 RK0047'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0141 ***********************************************************************
 RK0141  DESIGNATION -  K 47
 RK0141  PID         -  RK0141
 RK0141  STATE/COUNTY-  MI/ALGER
 RK0141  USGS QUAD   -  SAND RIVER (1985)
 RK0141
 RK0141                         *CURRENT SURVEY CONTROL
 RK0141  ___________________________________________________________________
 RK0141* NAD 83(1986)-  46 29 29.     (N)    087 06 11.     (W)     SCALED    
 RK0141* NAVD 88     -       195.030  (meters)     639.86   (feet)  ADJUSTED  
 RK0141  ___________________________________________________________________
 RK0141  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RK0141  DYNAMIC HT  -         195.043 (meters)     639.90  (feet)  COMP
 RK0141  MODELED GRAV-     980,677.1   (mgal)                       NAVD 88
 RK0141
 RK0141  VERT ORDER  -  FIRST     CLASS II
 RK0141
 RK0141.The horizontal coordinates were scaled from a topographic map and have
 RK0141.an estimated accuracy of +/- 6 seconds.
 RK0141
 RK0141.The orthometric height was determined by differential leveling
 RK0141.and adjusted by the National Geodetic Survey in June 1991..
 RK0141
 RK0141.The geoid height was determined by GEOID03.
 RK0141
 RK0141.The dynamic height is computed by dividing the NAVD 88
 RK0141.geopotential number by the normal gravity value computed on the
 RK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0141.degrees latitude (g = 980.6199 gals.).
 RK0141
 RK0141.The modeled gravity was interpolated from observed gravity values.
 RK0141
 RK0141;                    North         East    Units  Estimated Accuracy
 RK0141;SPC MI N     -   189,850.    7,992,090.      MT  (+/- 180 meters Scaled)
 RK0141
 RK0141                          SUPERSEDED SURVEY CONTROL
 RK0141
 RK0141  NGVD 29 (??/??/92)  195.003  (m)          639.77   (f) ADJ UNCH    1 2
 RK0141
 RK0141.Superseded values are not recommended for survey control.
 RK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0141.See file dsdata.txt to determine how the superseded data were derived.
 RK0141
 RK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS920486(NAD 83)
 RK0141_MARKER: DB = BENCH MARK DISK
 RK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0141_STAMPING: K 47 1934
 RK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0141+STABILITY: SURFACE MOTION
 RK0141
 RK0141  HISTORY     - Date     Condition        Report By
 RK0141  HISTORY     - 1934     MONUMENTED       CGS
 RK0141  HISTORY     - 1935     GOOD             NGS
 RK0141  HISTORY     - 19980414 MARK NOT FOUND   NGS
 RK0141
 RK0141                          STATION DESCRIPTION
 RK0141
 RK0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0141'1 MI E FROM SAND RIVER.
 RK0141'IN ALGER COUNTY, 1.0 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND
 RK0141'ATLANTIC RAILWAY FROM SAND RIVER, MARQUETTE COUNTY, 7 RAILS
 RK0141'EAST OF MILEPOST 139, 5-1/2 RAILS EAST OF A STATION ONE MILE
 RK0141'SIGN, AND 10 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A
 RK0141'STANDARD DISK, STAMPED K 47 1934 AND SET IN THE TOP OF A CONCRETE
 RK0141'POST.
 RK0141
 RK0141                          STATION RECOVERY (1998)
 RK0141
 RK0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0141'A THOROUGH SEARCH WAS MADE FOR THIS STATION AT THIS TIME, BUT IT WAS
 RK0141'NOT RECOVERED.  AS I TRAVELED INTO THIS STATION USING A FOUR WHEEL
 RK0141'DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE CHECKS WERE MADE AT THIS
 RK0141'TIME.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC ADVISOR -
 RK0141'MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0112 ***********************************************************************
 RK0112  DESIGNATION -  K 48
 RK0112  PID         -  RK0112
 RK0112  STATE/COUNTY-  MI/MARQUETTE
 RK0112  USGS QUAD   -  MARQUETTE (1975)
 RK0112
 RK0112                         *CURRENT SURVEY CONTROL
 RK0112  ___________________________________________________________________
 RK0112* NAD 83(1986)-  46 32 39.     (N)    087 23 34.     (W)     SCALED    
 RK0112* NAVD 88     -       200.890  (meters)     659.09   (feet)  ADJUSTED  
 RK0112  ___________________________________________________________________
 RK0112  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 RK0112  DYNAMIC HT  -         200.908 (meters)     659.15  (feet)  COMP
 RK0112  MODELED GRAV-     980,699.2   (mgal)                       NAVD 88
 RK0112
 RK0112  VERT ORDER  -  FIRST     CLASS II
 RK0112
 RK0112.The horizontal coordinates were scaled from a topographic map and have
 RK0112.an estimated accuracy of +/- 6 seconds.
 RK0112
 RK0112.The orthometric height was determined by differential leveling
 RK0112.and adjusted by the National Geodetic Survey in June 1991..
 RK0112
 RK0112.The geoid height was determined by GEOID03.
 RK0112
 RK0112.The dynamic height is computed by dividing the NAVD 88
 RK0112.geopotential number by the normal gravity value computed on the
 RK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0112.degrees latitude (g = 980.6199 gals.).
 RK0112
 RK0112.The modeled gravity was interpolated from observed gravity values.
 RK0112
 RK0112;                    North         East    Units  Estimated Accuracy
 RK0112;SPC MI N     -   195,780.    7,969,880.      MT  (+/- 180 meters Scaled)
 RK0112
 RK0112                          SUPERSEDED SURVEY CONTROL
 RK0112
 RK0112  NGVD 29 (??/??/92)  200.858  (m)          658.98   (f) ADJ UNCH    1 2
 RK0112
 RK0112.Superseded values are not recommended for survey control.
 RK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0112.See file dsdata.txt to determine how the superseded data were derived.
 RK0112
 RK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS698545(NAD 83)
 RK0112_MARKER: DB = BENCH MARK DISK
 RK0112_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0112+WITH SETTING: PAVEMENT
 RK0112_STAMPING: K 48 1934
 RK0112_MARK LOGO: CGS   
 RK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0112+STABILITY: SURFACE MOTION
 RK0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0112+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0112
 RK0112  HISTORY     - Date     Condition        Report By
 RK0112  HISTORY     - 1934     MONUMENTED       CGS
 RK0112  HISTORY     - 1935     GOOD             NGS
 RK0112  HISTORY     - 1979     GOOD             LOCENG
 RK0112  HISTORY     - 1985     GOOD             NGS
 RK0112  HISTORY     - 1990     GOOD             USPSQD
 RK0112  HISTORY     - 19910611 GOOD             USPSQD
 RK0112  HISTORY     - 20010917 GOOD             USPSQD
 RK0112  HISTORY     - 20040801 GOOD             GEOCAC
 RK0112  HISTORY     - 20041023 GOOD             USPSQD
 RK0112  HISTORY     - 20060724 GOOD             USPSQD
 RK0112
 RK0112                          STATION DESCRIPTION
 RK0112
 RK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0112'AT MARQUETTE.
 RK0112'AT MARQUETTE, MARQUETTE COUNTY, AT THE FRONT STREET ENTRANCE TO
 RK0112'THE FIRST NATIONAL BANK, IN THE TOP OF THE STONE AT THE NORTH
 RK0112'SIDE OF THE STEPS, AND 1 FOOT WEST OF THE LIGHT.  A STANDARD DISK,
 RK0112'STAMPED K 48 1934.
 RK0112
 RK0112                          STATION RECOVERY (1979)
 RK0112
 RK0112'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 RK0112'RECOVERED IN GOOD CONDITION.
 RK0112
 RK0112                          STATION RECOVERY (1985)
 RK0112
 RK0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0112'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0112'MARQUETTE, AT THE INTERSECTION OF FRONT AND WASHINGTON STREETS, IN THE
 RK0112'CENTER OF A STONE PLATFORM AT THE NORTH END OF THE STEP TO THE EAST
 RK0112'ENTRANCE OF THE FIRST NATIONAL BANK AND TRUST COMPANY, 13.3 M (43.6
 RK0112'FT) SOUTH OF THE SOUTH CURB OF WASHINGTON STREET, 9.2 M (30.2 FT) WEST
 RK0112'OF THE WEST CURB OF FRONT STREET, 7.0 M (23.0 FT) SOUTH OF THE
 RK0112'NORTHEAST CORNER OF THE BUILDING, 1.9 M (6.2 FT) NORTHEAST OF THE
 RK0112'CENTER OF THE ENTRANCE, AND 0.4 M (1.3 FT) EAST OF THE EAST FACE OF
 RK0112'THE BUILDING.
 RK0112'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
 RK0112
 RK0112                          STATION RECOVERY (1990)
 RK0112
 RK0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0112'RECOVERED IN GOOD CONDITION.
 RK0112
 RK0112                          STATION RECOVERY (1991)
 RK0112
 RK0112'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0112'RECOVERED IN GOOD CONDITION.
 RK0112
 RK0112                          STATION RECOVERY (2001)
 RK0112
 RK0112'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0112'RECOVERED IN GOOD CONDITION.
 RK0112
 RK0112                          STATION RECOVERY (2004)
 RK0112
 RK0112'RECOVERY NOTE BY GEOCACHING 2004 (TAK)
 RK0112'HANDHELD GPS COORDINATES ARE  N 46 32 36.0  W 87 23 39.1
 RK0112
 RK0112                          STATION RECOVERY (2004)
 RK0112
 RK0112'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0112'RECOVERED IN GOOD CONDITION.
 RK0112
 RK0112                          STATION RECOVERY (2006)
 RK0112
 RK0112'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0490 ***********************************************************************
 RL0490  DESIGNATION -  K 49
 RL0490  PID         -  RL0490
 RL0490  STATE/COUNTY-  MI/HOUGHTON
 RL0490  USGS QUAD   -  
 RL0490
 RL0490                         *CURRENT SURVEY CONTROL
 RL0490  ___________________________________________________________________
 RL0490* NAD 83(1986)-  46 30 07.     (N)    088 46 49.     (W)     SCALED    
 RL0490* NAVD 88     -       417.973  (meters)    1371.30   (feet)  ADJUSTED  
 RL0490  ___________________________________________________________________
 RL0490  GEOID HEIGHT-         -32.49  (meters)                     GEOID03
 RL0490  DYNAMIC HT  -         417.985 (meters)    1371.34  (feet)  COMP
 RL0490  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 RL0490
 RL0490  VERT ORDER  -  FIRST     CLASS II
 RL0490
 RL0490.The horizontal coordinates were scaled from a topographic map and have
 RL0490.an estimated accuracy of +/- 6 seconds.
 RL0490
 RL0490.The orthometric height was determined by differential leveling
 RL0490.and adjusted by the National Geodetic Survey in June 1991..
 RL0490
 RL0490.The geoid height was determined by GEOID03.
 RL0490
 RL0490.The dynamic height is computed by dividing the NAVD 88
 RL0490.geopotential number by the normal gravity value computed on the
 RL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0490.degrees latitude (g = 980.6199 gals.).
 RL0490
 RL0490.The modeled gravity was interpolated from observed gravity values.
 RL0490
 RL0490;                    North         East    Units  Estimated Accuracy
 RL0490;SPC MI N     -   192,550.    7,863,370.      MT  (+/- 180 meters Scaled)
 RL0490
 RL0490                          SUPERSEDED SURVEY CONTROL
 RL0490
 RL0490  NGVD 29 (??/??/92)  417.981  (m)         1371.33   (f) ADJ UNCH    1 2
 RL0490
 RL0490.Superseded values are not recommended for survey control.
 RL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0490.See file dsdata.txt to determine how the superseded data were derived.
 RL0490
 RL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS634513(NAD 83)
 RL0490_MARKER: DB = BENCH MARK DISK
 RL0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0490_STAMPING: K 49 1934
 RL0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0490+STABILITY: SURFACE MOTION
 RL0490
 RL0490  HISTORY     - Date     Condition        Report By
 RL0490  HISTORY     - 1934     MONUMENTED       CGS
 RL0490  HISTORY     - 1952     POOR             NGS
 RL0490  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0490  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0490
 RL0490                          STATION DESCRIPTION
 RL0490
 RL0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RL0490'3.5 MI W FROM SIDNAW.
 RL0490'3.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0490'RAILROAD FROM THE STATION AT SIDNAW, HOUGHTON COUNTY, AT THE
 RL0490'CROSSING OF STATE HIGHWAY 28, 45 FEET SOUTH OF THE CENTERLINE
 RL0490'OF THE MAIN TRACK, 45 FEET WEST OF THE CENTERLINE OF THE
 RL0490'HIGHWAY, 15 FEET WEST OF A POLE, AND IN LINE WITH THE ROW OF
 RL0490'POLES.  A STANDARD DISK, STAMPED K 49 1934 AND SET IN THE TOP
 RL0490'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOTE-- MARK
 RL0490'LEANING TO EAST.
 RL0490
 RL0490                          STATION RECOVERY (1978)
 RL0490
 RL0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0490'MARK NOT FOUND.
 RL0490
 RL0490                          STATION RECOVERY (1985)
 RL0490
 RL0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0369 ***********************************************************************
 RJ0369  DESIGNATION -  K 51
 RJ0369  PID         -  RJ0369
 RJ0369  STATE/COUNTY-  MI/CHIPPEWA
 RJ0369  USGS QUAD   -  TROUT LAKE (1964)
 RJ0369
 RJ0369                         *CURRENT SURVEY CONTROL
 RJ0369  ___________________________________________________________________
 RJ0369* NAD 83(1986)-  46 11 39.     (N)    085 01 18.     (W)     SCALED    
 RJ0369* NAVD 88     -       253.926  (meters)     833.09   (feet)  ADJUSTED  
 RJ0369  ___________________________________________________________________
 RJ0369  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 RJ0369  DYNAMIC HT  -         253.941 (meters)     833.14  (feet)  COMP
 RJ0369  MODELED GRAV-     980,668.1   (mgal)                       NAVD 88
 RJ0369
 RJ0369  VERT ORDER  -  FIRST     CLASS II
 RJ0369
 RJ0369.The horizontal coordinates were scaled from a topographic map and have
 RJ0369.an estimated accuracy of +/- 6 seconds.
 RJ0369
 RJ0369.The orthometric height was determined by differential leveling
 RJ0369.and adjusted by the National Geodetic Survey in June 1991..
 RJ0369
 RJ0369.The geoid height was determined by GEOID03.
 RJ0369
 RJ0369.The dynamic height is computed by dividing the NAVD 88
 RJ0369.geopotential number by the normal gravity value computed on the
 RJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0369.degrees latitude (g = 980.6199 gals.).
 RJ0369
 RJ0369.The modeled gravity was interpolated from observed gravity values.
 RJ0369
 RJ0369;                    North         East    Units  Estimated Accuracy
 RJ0369;SPC MI N     -   158,710.    8,152,680.      MT  (+/- 180 meters Scaled)
 RJ0369
 RJ0369                          SUPERSEDED SURVEY CONTROL
 RJ0369
 RJ0369  NGVD 29 (??/??/92)  253.917  (m)          833.06   (f) ADJ UNCH    1 2
 RJ0369
 RJ0369.Superseded values are not recommended for survey control.
 RJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0369.See file dsdata.txt to determine how the superseded data were derived.
 RJ0369
 RJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS526175(NAD 83)
 RJ0369_MARKER: DB = BENCH MARK DISK
 RJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0369_STAMPING: K 51 1934
 RJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0369+STABILITY: SURFACE MOTION
 RJ0369
 RJ0369  HISTORY     - Date     Condition        Report By
 RJ0369  HISTORY     - 1934     MONUMENTED       CGS
 RJ0369  HISTORY     - 1960     MARK NOT FOUND   NGS
 RJ0369  HISTORY     - 1964     POOR             USGS
 RJ0369
 RJ0369                          STATION DESCRIPTION
 RJ0369
 RJ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 RJ0369'AT TROUT LAKE.
 RJ0369'AT TROUT LAKE, CHIPPEWA COUNTY, 125 FEET WEST OF THE CENTER
 RJ0369'OF THE INTERSECTION OF MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0369'MARIE AND THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAYS, 4 FEET
 RJ0369'WEST OF A FENCE CORNER IN A FIELD SOUTH OF THE STATION, 100
 RJ0369'FEET SOUTHWEST OF THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RJ0369'TRACK, AND 100 FEET NORTHWEST OF THE MINNEAPOLIS, ST. PAUL
 RJ0369'AND SAULT STE. MARIE RAILWAY TRACK.  A STANDARD DISK, STAMPED
 RJ0369'K 51 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0369'1/2 FOOT ABOVE GROUND.  NOTE-- POST FOUND LYING ALMOST ON ITS
 RJ0369'SIDE.  CANNOT BE USED.
 RJ0369
 RJ0369                          STATION RECOVERY (1964)
 RJ0369
 RJ0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RJ0369'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0221 ***********************************************************************
 QK0221  DESIGNATION -  K 52
 QK0221  PID         -  QK0221
 QK0221  STATE/COUNTY-  MI/MACKINAC
 QK0221  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0221
 QK0221                         *CURRENT SURVEY CONTROL
 QK0221  ___________________________________________________________________
 QK0221* NAD 83(1986)-  45 58 36.     (N)    084 44 39.     (W)     SCALED    
 QK0221* NAVD 88     -       188.894  (meters)     619.73   (feet)  ADJUSTED  
 QK0221  ___________________________________________________________________
 QK0221  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0221  DYNAMIC HT  -         188.902 (meters)     619.76  (feet)  COMP
 QK0221  MODELED GRAV-     980,656.0   (mgal)                       NAVD 88
 QK0221
 QK0221  VERT ORDER  -  FIRST     CLASS 0
 QK0221
 QK0221.The horizontal coordinates were scaled from a topographic map and have
 QK0221.an estimated accuracy of +/- 6 seconds.
 QK0221
 QK0221.The orthometric height was determined by differential leveling
 QK0221.and adjusted by the National Geodetic Survey in June 1991..
 QK0221
 QK0221.The geoid height was determined by GEOID03.
 QK0221
 QK0221.The dynamic height is computed by dividing the NAVD 88
 QK0221.geopotential number by the normal gravity value computed on the
 QK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0221.degrees latitude (g = 980.6199 gals.).
 QK0221
 QK0221.The modeled gravity was interpolated from observed gravity values.
 QK0221
 QK0221;                    North         East    Units  Estimated Accuracy
 QK0221;SPC MI N     -   135,120.    8,174,780.      MT  (+/- 180 meters Scaled)
 QK0221
 QK0221                          SUPERSEDED SURVEY CONTROL
 QK0221
 QK0221  NGVD 29 (??/??/92)  188.938  (m)          619.87   (f) ADJ UNCH    1 0
 QK0221
 QK0221.Superseded values are not recommended for survey control.
 QK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0221.See file dsdata.txt to determine how the superseded data were derived.
 QK0221
 QK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR747939(NAD 83)
 QK0221_MARKER: DB = BENCH MARK DISK
 QK0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0221_MARK LOGO: CGS   
 QK0221_PROJECTION: PROJECTING 2 CENTIMETERS
 QK0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0221+STABILITY: SURFACE MOTION
 QK0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0221+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0221
 QK0221  HISTORY     - Date     Condition        Report By
 QK0221  HISTORY     - 1934     MONUMENTED       CGS
 QK0221  HISTORY     - 1973     GOOD             USLS
 QK0221  HISTORY     - 1983     GOOD             NGS
 QK0221  HISTORY     - 19950602 GOOD             USPSQD
 QK0221  HISTORY     - 19950711 GOOD             USPSQD
 QK0221  HISTORY     - 20010331 GOOD             NGS
 QK0221  HISTORY     - 20030606 GOOD             USPSQD
 QK0221  HISTORY     - 20060830 GOOD             USPSQD
 QK0221
 QK0221                          STATION DESCRIPTION
 QK0221
 QK0221'DESCRIBED BY US LAKE SURVEY 1973
 QK0221'3.5 MI N FROM ST IGNACE.
 QK0221'ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY IS IN MACKINAC
 QK0221'COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ALONG STATE STREET FROM
 QK0221'THE POST OFFICE AT ST. IGNACE TO INTERSECTION, THENCE NORTHERLY
 QK0221'5.6 MILES ALONG THE OLD MACKINAC TRAIL (CO. RD. 412), 3.3
 QK0221'MILES SOUTH OF CARP RIVER, 39 FEET NORTHWEST OF CENTERLINE OF
 QK0221'OLD MACKINAC TRAIL, 7.4 FEET NORTH OF AN 18-INCH PINE, 1.5 FEET
 QK0221'EAST OF A TWIN-TRUNKED CEDAR, 1/2-FOOT ABOVE GROUND, BEING
 QK0221'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISC SET INTO TOP
 QK0221'OF A 6-INCH SQUARE CONCRETE POST.  NOTE-- PREV. DESIG. K 52 1934.
 QK0221
 QK0221                          STATION RECOVERY (1983)
 QK0221
 QK0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0221'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 QK0221'(3.5 MI) NORTH ALONG STATE STREET AND BUSINESS INTERSTATE 75 FROM THE
 QK0221'U.S. POST OFFICE IN ST. IGNACE, THENCE 8.85 KM (5.55 MI) NORTH ALONG
 QK0221'COUNTY ROAD H 63 AND OLD MACKINAC TRAIL TO THE MARK, ALSO, 5.3 KM
 QK0221'(3.3 MI) SOUTH OF THE CARP RIVER, 11.88 METERS (39.0 FT) NORTHWEST OF
 QK0221'THE CENTERLINE OF OLD MACKINAC TRAIL, 2.25 METERS (7.4 FT) NORTH OF AN
 QK0221'18-INCH PINE TREE, AND 0.45 METERS (1.5 FT) EAST OF A TWIN-TRUNKED
 QK0221'CEDAR TREE.
 QK0221'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 QK0221'THE MARK IS 0.3 M BELOW HIGHWAY.
 QK0221
 QK0221                          STATION RECOVERY (1995)
 QK0221
 QK0221'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0221'RECOVERED IN GOOD CONDITION.
 QK0221
 QK0221                          STATION RECOVERY (1995)
 QK0221
 QK0221'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0221'RECOVERED IN GOOD CONDITION.
 QK0221
 QK0221                          STATION RECOVERY (2001)
 QK0221
 QK0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0221'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0221
 QK0221                          STATION RECOVERY (2003)
 QK0221
 QK0221'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0221'RECOVERED IN GOOD CONDITION.
 QK0221
 QK0221                          STATION RECOVERY (2006)
 QK0221
 QK0221'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0348 ***********************************************************************
 RJ0348  DESIGNATION -  K 53
 RJ0348  PID         -  RJ0348
 RJ0348  STATE/COUNTY-  MI/MACKINAC
 RJ0348  USGS QUAD   -  REXTON (1975)
 RJ0348
 RJ0348                         *CURRENT SURVEY CONTROL
 RJ0348  ___________________________________________________________________
 RJ0348* NAD 83(1986)-  46 09 55.     (N)    085 12 49.     (W)     SCALED    
 RJ0348* NAVD 88     -       261.873  (meters)     859.16   (feet)  ADJUSTED  
 RJ0348  ___________________________________________________________________
 RJ0348  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RJ0348  DYNAMIC HT  -         261.890 (meters)     859.22  (feet)  COMP
 RJ0348  MODELED GRAV-     980,670.3   (mgal)                       NAVD 88
 RJ0348
 RJ0348  VERT ORDER  -  SECOND    CLASS 0
 RJ0348
 RJ0348.The horizontal coordinates were scaled from a topographic map and have
 RJ0348.an estimated accuracy of +/- 6 seconds.
 RJ0348
 RJ0348.The orthometric height was determined by differential leveling
 RJ0348.and adjusted by the National Geodetic Survey in June 1991..
 RJ0348
 RJ0348.The geoid height was determined by GEOID03.
 RJ0348
 RJ0348.The dynamic height is computed by dividing the NAVD 88
 RJ0348.geopotential number by the normal gravity value computed on the
 RJ0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0348.degrees latitude (g = 980.6199 gals.).
 RJ0348
 RJ0348.The modeled gravity was interpolated from observed gravity values.
 RJ0348
 RJ0348;                    North         East    Units  Estimated Accuracy
 RJ0348;SPC MI N     -   155,150.    8,137,940.      MT  (+/- 180 meters Scaled)
 RJ0348
 RJ0348                          SUPERSEDED SURVEY CONTROL
 RJ0348
 RJ0348  NGVD 29 (??/??/92)  261.854  (m)          859.10   (f) ADJ UNCH    2 0
 RJ0348
 RJ0348.Superseded values are not recommended for survey control.
 RJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0348.See file dsdata.txt to determine how the superseded data were derived.
 RJ0348
 RJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS379139(NAD 83)
 RJ0348_MARKER: DB = BENCH MARK DISK
 RJ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0348_STAMPING: K 53 1943
 RJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0348+STABILITY: SURFACE MOTION
 RJ0348
 RJ0348  HISTORY     - Date     Condition        Report By
 RJ0348  HISTORY     - 1934     MONUMENTED       CGS
 RJ0348  HISTORY     - 1938     GOOD             NGS
 RJ0348  HISTORY     - 1964     MARK NOT FOUND   USGS
 RJ0348  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0348
 RJ0348                          STATION DESCRIPTION
 RJ0348
 RJ0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0348'1.3 MI E FROM REXTON.
 RJ0348'1.3 MILES EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULTE STE.
 RJ0348'MARIE RAILWAY FROM THE STATION AT REXTON, MACKINAC COUNTY,
 RJ0348'ACROSS THE TRACK FROM THE FIRST POLE WEST OF A ROAD CROSSING,
 RJ0348'25 FEET WEST OF THE ROAD, AND 15 FEET NORTH OF THE CENTERLINE
 RJ0348'OF THE TRACK.  A STANDARD DISK, STAMPED K 53 1934 AND SET IN
 RJ0348'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RJ0348
 RJ0348                          STATION RECOVERY (1964)
 RJ0348
 RJ0348'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 RJ0348'MARK NOT FOUND.
 RJ0348
 RJ0348                          STATION RECOVERY (1995)
 RJ0348
 RJ0348'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0348'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0003 ***********************************************************************
 QL0003  DESIGNATION -  K 54
 QL0003  PID         -  QL0003
 QL0003  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0003  USGS QUAD   -  GULLIVER (1972)
 QL0003
 QL0003                         *CURRENT SURVEY CONTROL
 QL0003  ___________________________________________________________________
 QL0003* NAD 83(1986)-  45 59 31.     (N)    086 01 01.     (W)     SCALED    
 QL0003* NAVD 88     -       189.831  (meters)     622.80   (feet)  ADJUSTED  
 QL0003  ___________________________________________________________________
 QL0003  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QL0003  DYNAMIC HT  -         189.838 (meters)     622.83  (feet)  COMP
 QL0003  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 QL0003
 QL0003  VERT ORDER  -  SECOND    CLASS 0
 QL0003
 QL0003.The horizontal coordinates were scaled from a topographic map and have
 QL0003.an estimated accuracy of +/- 6 seconds.
 QL0003
 QL0003.The orthometric height was determined by differential leveling
 QL0003.and adjusted by the National Geodetic Survey in June 1991..
 QL0003
 QL0003.The geoid height was determined by GEOID03.
 QL0003
 QL0003.The dynamic height is computed by dividing the NAVD 88
 QL0003.geopotential number by the normal gravity value computed on the
 QL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0003.degrees latitude (g = 980.6199 gals.).
 QL0003
 QL0003.The modeled gravity was interpolated from observed gravity values.
 QL0003
 QL0003;                    North         East    Units  Estimated Accuracy
 QL0003;SPC MI N     -   134,800.    8,076,150.      MT  (+/- 180 meters Scaled)
 QL0003
 QL0003                          SUPERSEDED SURVEY CONTROL
 QL0003
 QL0003  NGVD 29 (??/??/92)  189.807  (m)          622.73   (f) ADJ UNCH    2 0
 QL0003
 QL0003.Superseded values are not recommended for survey control.
 QL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0003.See file dsdata.txt to determine how the superseded data were derived.
 QL0003
 QL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER761936(NAD 83)
 QL0003_MARKER: DB = BENCH MARK DISK
 QL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0003_STAMPING: K 54 1934
 QL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0003+STABILITY: SURFACE MOTION
 QL0003
 QL0003  HISTORY     - Date     Condition        Report By
 QL0003  HISTORY     - 1934     MONUMENTED       CGS
 QL0003  HISTORY     - 1943     MARK NOT FOUND   NGS
 QL0003
 QL0003                          STATION DESCRIPTION
 QL0003
 QL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QL0003'0.1 MI W FROM GULLIVER.
 QL0003'0.1 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0003'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 QL0003'150 FEET EAST OF THE STATION AT WHITE DALE, AT MILEAGE 398.5,
 QL0003'AT A ROAD CROSSING, 20 FEET EAST OF THE ROAD, AND 57 FEET SOUTH
 QL0003'OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED
 QL0003'K 54 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 QL0003'LOCATION OF THE BENCH MARK IS USED AS A BANKING GROUND FOR TIMBER
 QL0003'AND OTHER MATERIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0072 ***********************************************************************
 RK0072  DESIGNATION -  K 55
 RK0072  PID         -  RK0072
 RK0072  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0072  USGS QUAD   -  
 RK0072
 RK0072                         *CURRENT SURVEY CONTROL
 RK0072  ___________________________________________________________________
 RK0072* NAD 83(1986)-  46 19 36.     (N)    086 27 29.     (W)     SCALED    
 RK0072* NAVD 88     -       247.652  (meters)     812.50   (feet)  ADJUSTED  
 RK0072  ___________________________________________________________________
 RK0072  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 RK0072  DYNAMIC HT  -         247.670 (meters)     812.56  (feet)  COMP
 RK0072  MODELED GRAV-     980,681.1   (mgal)                       NAVD 88
 RK0072
 RK0072  VERT ORDER  -  SECOND    CLASS 0
 RK0072
 RK0072.The horizontal coordinates were scaled from a topographic map and have
 RK0072.an estimated accuracy of +/- 6 seconds.
 RK0072
 RK0072.The orthometric height was determined by differential leveling
 RK0072.and adjusted by the National Geodetic Survey in June 1991..
 RK0072
 RK0072.The geoid height was determined by GEOID03.
 RK0072
 RK0072.The dynamic height is computed by dividing the NAVD 88
 RK0072.geopotential number by the normal gravity value computed on the
 RK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0072.degrees latitude (g = 980.6199 gals.).
 RK0072
 RK0072.The modeled gravity was interpolated from observed gravity values.
 RK0072
 RK0072;                    North         East    Units  Estimated Accuracy
 RK0072;SPC MI N     -   171,680.    8,041,730.      MT  (+/- 180 meters Scaled)
 RK0072
 RK0072                          SUPERSEDED SURVEY CONTROL
 RK0072
 RK0072  NGVD 29 (??/??/92)  247.616  (m)          812.39   (f) ADJ UNCH    2 0
 RK0072
 RK0072.Superseded values are not recommended for survey control.
 RK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0072.See file dsdata.txt to determine how the superseded data were derived.
 RK0072
 RK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES417304(NAD 83)
 RK0072_MARKER: DB = BENCH MARK DISK
 RK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0072_STAMPING: K 55 1934
 RK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0072+STABILITY: SURFACE MOTION
 RK0072
 RK0072  HISTORY     - Date     Condition        Report By
 RK0072  HISTORY     - 1934     MONUMENTED       CGS
 RK0072  HISTORY     - 20020416 MARK NOT FOUND   MIDT
 RK0072
 RK0072                          STATION DESCRIPTION
 RK0072
 RK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0072'1.5 MI S FROM SHINGLETON.
 RK0072'IN SCHOOLCRAFT COUNTY, 1.5 MILES SOUTH ALONG STATE HIGHWAY 94
 RK0072'FROM SHINGLETON, ALGER COUNTY, 30 FEET NORTHWEST OF THE CENTERLINE
 RK0072'OF THE MANISTIQUE AND LAKE SUPERIOR RAILROAD MAIN TRACK, 27
 RK0072'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTH
 RK0072'OF A POLE.  A STANDARD DISK, STAMPED K 55 1934 AND SET IN THE
 RK0072'TOP OF A CONCRETE POST.
 RK0072
 RK0072                          STATION RECOVERY (2002)
 RK0072
 RK0072'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0072'MARK IS ASSUMED DESTROYED. FOUND A 2 FT BROKEN PORTION OF SQUARE
 RK0072'CONCRETE POST LAYING JUST BELOW GROUND AT LOCATION.  NO SURVEY DISK
 RK0072'WAS FOUND.  PROBABLY DESTROYED BY M-94 ROAD CONSTRUCTION SOME TIME
 RK0072'AGO. THE RR HAS BEEN DISMANTLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0080 ***********************************************************************
 QL0080  DESIGNATION -  K 56
 QL0080  PID         -  QL0080
 QL0080  STATE/COUNTY-  MI/DELTA
 QL0080  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0080
 QL0080                         *CURRENT SURVEY CONTROL
 QL0080  ___________________________________________________________________
 QL0080* NAD 83(1986)-  45 54 31.     (N)    086 34 14.     (W)     SCALED    
 QL0080* NAVD 88     -       179.504  (meters)     588.92   (feet)  ADJUSTED  
 QL0080  ___________________________________________________________________
 QL0080  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QL0080  DYNAMIC HT  -         179.506 (meters)     588.93  (feet)  COMP
 QL0080  MODELED GRAV-     980,626.4   (mgal)                       NAVD 88
 QL0080
 QL0080  VERT ORDER  -  FIRST     CLASS 0
 QL0080
 QL0080.The horizontal coordinates were scaled from a topographic map and have
 QL0080.an estimated accuracy of +/- 6 seconds.
 QL0080
 QL0080.The orthometric height was determined by differential leveling
 QL0080.and adjusted by the National Geodetic Survey in June 1991..
 QL0080
 QL0080.The geoid height was determined by GEOID03.
 QL0080
 QL0080.The dynamic height is computed by dividing the NAVD 88
 QL0080.geopotential number by the normal gravity value computed on the
 QL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0080.degrees latitude (g = 980.6199 gals.).
 QL0080
 QL0080.The modeled gravity was interpolated from observed gravity values.
 QL0080
 QL0080;                    North         East    Units  Estimated Accuracy
 QL0080;SPC MI N     -   125,160.    8,033,320.      MT  (+/- 180 meters Scaled)
 QL0080
 QL0080                          SUPERSEDED SURVEY CONTROL
 QL0080
 QL0080  NGVD 29 (??/??/92)  179.492  (m)          588.88   (f) ADJ UNCH    1 0
 QL0080
 QL0080.Superseded values are not recommended for survey control.
 QL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0080.See file dsdata.txt to determine how the superseded data were derived.
 QL0080
 QL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER333839(NAD 83)
 QL0080_MARKER: DB = BENCH MARK DISK
 QL0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0080_STAMPING: K 56 1934
 QL0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0080+STABILITY: SURFACE MOTION
 QL0080
 QL0080  HISTORY     - Date     Condition        Report By
 QL0080  HISTORY     - 1934     MONUMENTED       CGS
 QL0080  HISTORY     - 1972     GOOD             NGS
 QL0080
 QL0080                          STATION DESCRIPTION
 QL0080
 QL0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0080'6.6 MI W FROM COOKS.
 QL0080'ABOUT 5.75 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 QL0080'COUNTY ROAD 442 AT COOKS, THENCE 0.8 MILE NORTHEAST ALONG THE
 QL0080'MINNEAPOLIS, ST PAUL AND SAULT STE MARIE RAILROAD, 0.2 MILE OR
 QL0080'8 1/2 TELEPHONE POLES NORTHEAST OF MILEPOST 369, 36 FEET EAST
 QL0080'OF THE CENTER OF A PRIVATE ROAD CROSSING, 17 FEET SOUTHEAST OF
 QL0080'THE SOUTHEAST RAIL, 17.8 FEET NORTHEAST OF A STEEL RAILROAD
 QL0080'CROSSING SIGN, 29 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 QL0080'ROAD, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 QL0080'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 33,
 QL0080'T 41 N, R 18 W.  NOTE-- MARK MAY BE REACHED BY GOING 17.6 MILES
 QL0080'WESTERLY ALONG THE MINNEAPOLIS, ST PAUL AND SAULT STE MARIE
 QL0080'RAILROAD FROM THE STATION AT MANISTIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0266 ***********************************************************************
 RL0266  DESIGNATION -  K 57
 RL0266  PID         -  RL0266
 RL0266  STATE/COUNTY-  MI/IRON
 RL0266  USGS QUAD   -  IRON RIVER (1944)
 RL0266
 RL0266                         *CURRENT SURVEY CONTROL
 RL0266  ___________________________________________________________________
 RL0266* NAD 83(1986)-  46 02 20.     (N)    088 38 14.     (W)     SCALED    
 RL0266* NAVD 88     -       486.744  (meters)    1596.93   (feet)  ADJUSTED  
 RL0266  ___________________________________________________________________
 RL0266  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 RL0266  DYNAMIC HT  -         486.749 (meters)    1596.94  (feet)  COMP
 RL0266  MODELED GRAV-     980,608.6   (mgal)                       NAVD 88
 RL0266
 RL0266  VERT ORDER  -  SECOND    CLASS 0
 RL0266
 RL0266.The horizontal coordinates were scaled from a topographic map and have
 RL0266.an estimated accuracy of +/- 6 seconds.
 RL0266
 RL0266.The orthometric height was determined by differential leveling
 RL0266.and adjusted by the National Geodetic Survey in June 1991..
 RL0266
 RL0266.The geoid height was determined by GEOID03.
 RL0266
 RL0266.The dynamic height is computed by dividing the NAVD 88
 RL0266.geopotential number by the normal gravity value computed on the
 RL0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0266.degrees latitude (g = 980.6199 gals.).
 RL0266
 RL0266.The modeled gravity was interpolated from observed gravity values.
 RL0266
 RL0266;                    North         East    Units  Estimated Accuracy
 RL0266;SPC MI N     -   140,860.    7,873,280.      MT  (+/- 180 meters Scaled)
 RL0266
 RL0266                          SUPERSEDED SURVEY CONTROL
 RL0266
 RL0266  NGVD 29 (??/??/92)  486.745  (m)         1596.93   (f) ADJ UNCH    2 0
 RL0266
 RL0266.Superseded values are not recommended for survey control.
 RL0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0266.See file dsdata.txt to determine how the superseded data were derived.
 RL0266
 RL0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCR733996(NAD 83)
 RL0266_MARKER: DB = BENCH MARK DISK
 RL0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0266_STAMPING: K 57 1934
 RL0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0266+STABILITY: SURFACE MOTION
 RL0266
 RL0266  HISTORY     - Date     Condition        Report By
 RL0266  HISTORY     - 1934     MONUMENTED       CGS
 RL0266  HISTORY     - 20010724 MARK NOT FOUND   MIDT
 RL0266
 RL0266                          STATION DESCRIPTION
 RL0266
 RL0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0266'2.1 MI SE FROM CASPIAN.
 RL0266'2.1 MILES SOUTHEAST ALONG STATE HIGHWAY 189 FROM CASPIAN, IRON
 RL0266'COUNTY, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET
 RL0266'SOUTH OF A FENCE SURROUNDING A FRAME FARMHOUSE ON TOP OF A HILL,
 RL0266'AND SOUTH OF A DRIVE LEADING TO A BARN.  A STANDARD DISK,
 RL0266'STAMPED K 57 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0266'2 INCHES ABOVE GROUND.
 RL0266
 RL0266                          STATION RECOVERY (2001)
 RL0266
 RL0266'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RL0266'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. ASSUMED DESTROYED
 RL0266'BY ROAD CONSTRUCTION, FALLS IN C/L OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0094 ***********************************************************************
 RM0094  DESIGNATION -  K 58
 RM0094  PID         -  RM0094
 RM0094  STATE/COUNTY-  MI/GOGEBIC
 RM0094  USGS QUAD   -  IRONWOOD (1981)
 RM0094
 RM0094                         *CURRENT SURVEY CONTROL
 RM0094  ___________________________________________________________________
 RM0094* NAD 83(1986)-  46 27 18.     (N)    090 10 12.     (W)     SCALED    
 RM0094* NAVD 88     -       458.031  (meters)    1502.72   (feet)  ADJUSTED  
 RM0094  ___________________________________________________________________
 RM0094  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0094  DYNAMIC HT  -         458.049 (meters)    1502.78  (feet)  COMP
 RM0094  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 RM0094
 RM0094  VERT ORDER  -  FIRST     CLASS II
 RM0094
 RM0094.The horizontal coordinates were scaled from a topographic map and have
 RM0094.an estimated accuracy of +/- 6 seconds.
 RM0094
 RM0094.The orthometric height was determined by differential leveling
 RM0094.and adjusted by the National Geodetic Survey in June 1991..
 RM0094.WARNING-Repeat measurements at this control monument indicate possible
 RM0094.vertical movement.
 RM0094
 RM0094.The geoid height was determined by GEOID03.
 RM0094
 RM0094.The dynamic height is computed by dividing the NAVD 88
 RM0094.geopotential number by the normal gravity value computed on the
 RM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0094.degrees latitude (g = 980.6199 gals.).
 RM0094
 RM0094.The modeled gravity was interpolated from observed gravity values.
 RM0094
 RM0094;                    North         East    Units  Estimated Accuracy
 RM0094;SPC MI N     -   190,670.    7,756,550.      MT  (+/- 180 meters Scaled)
 RM0094
 RM0094                          SUPERSEDED SURVEY CONTROL
 RM0094
 RM0094  NGVD 29 (??/??/92)  458.038  (m)         1502.75   (f) ADJ UNCH    1 2
 RM0094
 RM0094.Superseded values are not recommended for survey control.
 RM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0094.See file dsdata.txt to determine how the superseded data were derived.
 RM0094
 RM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM173484(NAD 83)
 RM0094_MARKER: DB = BENCH MARK DISK
 RM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0094_STAMPING: K 58 1934
 RM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0094+STABILITY: SURFACE MOTION
 RM0094
 RM0094  HISTORY     - Date     Condition        Report By
 RM0094  HISTORY     - 1934     MONUMENTED       CGS
 RM0094  HISTORY     - 1948     GOOD             NGS
 RM0094  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0094  HISTORY     - 1985     MARK NOT FOUND   NGS
 RM0094  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RM0094
 RM0094                          STATION DESCRIPTION
 RM0094
 RM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RM0094'AT IRONWOOD.
 RM0094'AT IRONWOOD, AT THE U.S. POST OFFICE, 75 FEET NORTH-NORTHEAST
 RM0094'OF THE NORTHEAST CORNER OF THE POST OFFICE, 101 FEET EAST OF
 RM0094'THE SOUTHEAST CORNER OF THE CHICAGO AND NORTH WESTERN RAILWAY
 RM0094'STATION, 88 FEET SOUTHWEST OF THE CENTER LINE OF SUFFOLK
 RM0094'STREET, 14 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE LEADING
 RM0094'TO LOADING DOCK IN REAR OF POST OFFICE, ABOUT 1 FOOT ABOVE
 RM0094'THE RAILROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RM0094'6 INCHES.
 RM0094
 RM0094                          STATION RECOVERY (1982)
 RM0094
 RM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0094'NOT RECOVERED, PROBABLY DESTROYED WHEN DRIVE BEHIND THE POST OFFICE
 RM0094'WAS WIDENED AND ASPHALTED.
 RM0094
 RM0094                          STATION RECOVERY (1985)
 RM0094
 RM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RM0094'THE AREA IS NOW A PAVED DRIVEWAY.
 RM0094
 RM0094                          STATION RECOVERY (2004)
 RM0094
 RM0094'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0234 ***********************************************************************
 RL0234  DESIGNATION -  K 59
 RL0234  PID         -  RL0234
 RL0234  STATE/COUNTY-  MI/IRON
 RL0234  USGS QUAD   -  KELSO JUNCTION (1945)
 RL0234
 RL0234                         *CURRENT SURVEY CONTROL
 RL0234  ___________________________________________________________________
 RL0234* NAD 83(1986)-  46 10 07.     (N)    088 21 45.     (W)     SCALED    
 RL0234* NAVD 88     -       443.327  (meters)    1454.48   (feet)  ADJUSTED  
 RL0234  ___________________________________________________________________
 RL0234  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 RL0234  DYNAMIC HT  -         443.334 (meters)    1454.51  (feet)  COMP
 RL0234  MODELED GRAV-     980,616.9   (mgal)                       NAVD 88
 RL0234
 RL0234  VERT ORDER  -  SECOND    CLASS 0
 RL0234
 RL0234.The horizontal coordinates were scaled from a topographic map and have
 RL0234.an estimated accuracy of +/- 6 seconds.
 RL0234
 RL0234.The orthometric height was determined by differential leveling
 RL0234.and adjusted by the National Geodetic Survey in June 1991..
 RL0234
 RL0234.The geoid height was determined by GEOID03.
 RL0234
 RL0234.The dynamic height is computed by dividing the NAVD 88
 RL0234.geopotential number by the normal gravity value computed on the
 RL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0234.degrees latitude (g = 980.6199 gals.).
 RL0234
 RL0234.The modeled gravity was interpolated from observed gravity values.
 RL0234
 RL0234;                    North         East    Units  Estimated Accuracy
 RL0234;SPC MI N     -   154,870.    7,894,790.      MT  (+/- 180 meters Scaled)
 RL0234
 RL0234                          SUPERSEDED SURVEY CONTROL
 RL0234
 RL0234  NGVD 29 (??/??/92)  443.316  (m)         1454.45   (f) ADJ UNCH    2 0
 RL0234
 RL0234.Superseded values are not recommended for survey control.
 RL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0234.See file dsdata.txt to determine how the superseded data were derived.
 RL0234
 RL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS948136(NAD 83)
 RL0234_MARKER: DB = BENCH MARK DISK
 RL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0234_STAMPING: K 59 1934
 RL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0234+STABILITY: SURFACE MOTION
 RL0234
 RL0234  HISTORY     - Date     Condition        Report By
 RL0234  HISTORY     - 1934     MONUMENTED       CGS
 RL0234
 RL0234                          STATION DESCRIPTION
 RL0234
 RL0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0234'3 MI S FROM BALSAM.
 RL0234'3.0 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0234'THE STATION AT BALSAM, IRON COUNTY, AT THE EDGE OF A FILL, 10
 RL0234'FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1-1/2 FEET
 RL0234'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED K 59 1934 AND SET
 RL0234'IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0192 ***********************************************************************
 RK0192  DESIGNATION -  K 61
 RK0192  PID         -  RK0192
 RK0192  STATE/COUNTY-  MI/DICKINSON
 RK0192  USGS QUAD   -  RALPH SW (1986)
 RK0192
 RK0192                         *CURRENT SURVEY CONTROL
 RK0192  ___________________________________________________________________
 RK0192* NAD 83(1986)-  46 04 48.     (N)    087 56 49.     (W)     SCALED    
 RK0192* NAVD 88     -       371.001  (meters)    1217.19   (feet)  ADJUSTED  
 RK0192  ___________________________________________________________________
 RK0192  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 RK0192  DYNAMIC HT  -         370.999 (meters)    1217.19  (feet)  COMP
 RK0192  MODELED GRAV-     980,598.9   (mgal)                       NAVD 88
 RK0192
 RK0192  VERT ORDER  -  SECOND    CLASS 0
 RK0192
 RK0192.The horizontal coordinates were scaled from a topographic map and have
 RK0192.an estimated accuracy of +/- 6 seconds.
 RK0192
 RK0192.The orthometric height was determined by differential leveling
 RK0192.and adjusted by the National Geodetic Survey in June 1991..
 RK0192
 RK0192.The geoid height was determined by GEOID03.
 RK0192
 RK0192.The dynamic height is computed by dividing the NAVD 88
 RK0192.geopotential number by the normal gravity value computed on the
 RK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0192.degrees latitude (g = 980.6199 gals.).
 RK0192
 RK0192.The modeled gravity was interpolated from observed gravity values.
 RK0192
 RK0192;                    North         East    Units  Estimated Accuracy
 RK0192;SPC MI N     -   144,550.    7,926,760.      MT  (+/- 180 meters Scaled)
 RK0192
 RK0192                          SUPERSEDED SURVEY CONTROL
 RK0192
 RK0192  NGVD 29 (??/??/92)  370.989  (m)         1217.15   (f) ADJ UNCH    2 0
 RK0192
 RK0192.Superseded values are not recommended for survey control.
 RK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0192.See file dsdata.txt to determine how the superseded data were derived.
 RK0192
 RK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS267033(NAD 83)
 RK0192_MARKER: DB = BENCH MARK DISK
 RK0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0192_STAMPING: K 61 1934
 RK0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0192+STABILITY: SURFACE MOTION
 RK0192
 RK0192  HISTORY     - Date     Condition        Report By
 RK0192  HISTORY     - 1934     MONUMENTED       CGS
 RK0192
 RK0192                          STATION DESCRIPTION
 RK0192
 RK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0192'6.3 MI E FROM SAGOLA.
 RK0192'6.3 MILES EAST ALONG THE ROAD LEADING TO RALPH FROM SAGOLA,
 RK0192'DICKINSON COUNTY, 145 FEET WEST OF A LOG HOUSE, 21 FEET WEST
 RK0192'OF A PRIVATE ROAD, AND 30 FEET NORTH OF THE CENTERLINE OF THE
 RK0192'HIGHWAY.  A STANDARD DISK, STAMPED K 61 1934 AND SET IN THE TOP
 RK0192'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0306 ***********************************************************************
 RL0306  DESIGNATION -  K 62
 RL0306  PID         -  RL0306
 RL0306  STATE/COUNTY-  MI/IRON
 RL0306  USGS QUAD   -  FORTUNE LAKES (1944)
 RL0306
 RL0306                         *CURRENT SURVEY CONTROL
 RL0306  ___________________________________________________________________
 RL0306* NAD 83(1986)-  46 06 42.     (N)    088 27 45.     (W)     SCALED    
 RL0306* NAVD 88     -       435.745  (meters)    1429.61   (feet)  ADJUSTED  
 RL0306  ___________________________________________________________________
 RL0306  GEOID HEIGHT-         -32.46  (meters)                     GEOID03
 RL0306  DYNAMIC HT  -         435.753 (meters)    1429.63  (feet)  COMP
 RL0306  MODELED GRAV-     980,620.5   (mgal)                       NAVD 88
 RL0306
 RL0306  VERT ORDER  -  SECOND    CLASS 0
 RL0306
 RL0306.The horizontal coordinates were scaled from a topographic map and have
 RL0306.an estimated accuracy of +/- 6 seconds.
 RL0306
 RL0306.The orthometric height was determined by differential leveling
 RL0306.and adjusted by the National Geodetic Survey in June 1991..
 RL0306
 RL0306.The geoid height was determined by GEOID03.
 RL0306
 RL0306.The dynamic height is computed by dividing the NAVD 88
 RL0306.geopotential number by the normal gravity value computed on the
 RL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0306.degrees latitude (g = 980.6199 gals.).
 RL0306
 RL0306.The modeled gravity was interpolated from observed gravity values.
 RL0306
 RL0306;                    North         East    Units  Estimated Accuracy
 RL0306;SPC MI N     -   148,680.    7,886,960.      MT  (+/- 180 meters Scaled)
 RL0306
 RL0306                          SUPERSEDED SURVEY CONTROL
 RL0306
 RL0306  NGVD 29 (??/??/92)  435.737  (m)         1429.58   (f) ADJ UNCH    2 0
 RL0306
 RL0306.Superseded values are not recommended for survey control.
 RL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0306.See file dsdata.txt to determine how the superseded data were derived.
 RL0306
 RL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS869074(NAD 83)
 RL0306_MARKER: DB = BENCH MARK DISK
 RL0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0306_STAMPING: K 62 1934
 RL0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0306+STABILITY: SURFACE MOTION
 RL0306
 RL0306  HISTORY     - Date     Condition        Report By
 RL0306  HISTORY     - 1934     MONUMENTED       CGS
 RL0306
 RL0306                          STATION DESCRIPTION
 RL0306
 RL0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0306'3.2 MI W FROM FORTUNE LAKE.
 RL0306'3.2 MILES WEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0306'RAILROAD FROM FORTUNE LAKE, IRON COUNTY, 25 FEET NORTH OF THE
 RL0306'NORTHWEST CORNER OF A FENCE AROUND A FARM AND HOUSE, AND 12
 RL0306'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RL0306'STAMPED K 62 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0306'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0909 ***********************************************************************
 RL0909  DESIGNATION -  K 63
 RL0909  PID         -  RL0909
 RL0909  STATE/COUNTY-  MI/GOGEBIC
 RL0909  USGS QUAD   -  PHELPS (1981)
 RL0909
 RL0909                         *CURRENT SURVEY CONTROL
 RL0909  ___________________________________________________________________
 RL0909* NAD 83(1986)-  46 17 13.     (N)    089 00 46.     (W)     SCALED    
 RL0909* NAVD 88     -       480.736  (meters)    1577.21   (feet)  ADJUSTED  
 RL0909  ___________________________________________________________________
 RL0909  GEOID HEIGHT-         -31.56  (meters)                     GEOID03
 RL0909  DYNAMIC HT  -         480.745 (meters)    1577.24  (feet)  COMP
 RL0909  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 RL0909
 RL0909  VERT ORDER  -  SECOND    CLASS 0
 RL0909
 RL0909.The horizontal coordinates were scaled from a topographic map and have
 RL0909.an estimated accuracy of +/- 6 seconds.
 RL0909
 RL0909.The orthometric height was determined by differential leveling
 RL0909.and adjusted by the National Geodetic Survey in June 1991..
 RL0909
 RL0909.The geoid height was determined by GEOID03.
 RL0909
 RL0909.The dynamic height is computed by dividing the NAVD 88
 RL0909.geopotential number by the normal gravity value computed on the
 RL0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0909.degrees latitude (g = 980.6199 gals.).
 RL0909
 RL0909.The modeled gravity was interpolated from observed gravity values.
 RL0909
 RL0909;                    North         East    Units  Estimated Accuracy
 RL0909;SPC MI N     -   169,090.    7,844,920.      MT  (+/- 180 meters Scaled)
 RL0909
 RL0909                          SUPERSEDED SURVEY CONTROL
 RL0909
 RL0909  NGVD 29 (??/??/92)  480.753  (m)         1577.27   (f) ADJ UNCH    2 0
 RL0909
 RL0909.Superseded values are not recommended for survey control.
 RL0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0909.See file dsdata.txt to determine how the superseded data were derived.
 RL0909
 RL0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS449278(NAD 83)
 RL0909_MARKER: DB = BENCH MARK DISK
 RL0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0909_STAMPING: K 63 1934
 RL0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0909+STABILITY: SURFACE MOTION
 RL0909
 RL0909  HISTORY     - Date     Condition        Report By
 RL0909  HISTORY     - 1934     MONUMENTED       CGS
 RL0909  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0909
 RL0909                          STATION DESCRIPTION
 RL0909
 RL0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0909'1.3 MI SE FROM TAMARACK.
 RL0909'ABOUT 1.3 MILES SOUTHEAST ALONG THE CHICAGO AND NORTH WESTERN
 RL0909'RAILWAY FROM TAMARACK, GOGEBIC COUNTY, IN FRONT OF MILEPOST
 RL0909'POWERS 94, ABOUT 65 FEET WEST OF A COUNTY-ROAD CROSSING, AND 15
 RL0909'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 RL0909'STAMPED K 63 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0909'PROJECTING 4 INCHES ABOVE GROUND.
 RL0909
 RL0909                          STATION RECOVERY (1988)
 RL0909
 RL0909'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0060 ***********************************************************************
 RL0060  DESIGNATION -  K 64
 RL0060  PID         -  RL0060
 RL0060  STATE/COUNTY-  MI/BARAGA
 RL0060  USGS QUAD   -  L'ANSE (1985)
 RL0060
 RL0060                         *CURRENT SURVEY CONTROL
 RL0060  ___________________________________________________________________
 RL0060* NAD 83(1986)-  46 51 35.     (N)    088 28 57.     (W)     SCALED    
 RL0060* NAVD 88     -       207.430  (meters)     680.54   (feet)  ADJUSTED  
 RL0060  ___________________________________________________________________
 RL0060  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 RL0060  DYNAMIC HT  -         207.443 (meters)     680.59  (feet)  COMP
 RL0060  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 RL0060
 RL0060  VERT ORDER  -  FIRST     CLASS II
 RL0060
 RL0060.The horizontal coordinates were scaled from a topographic map and have
 RL0060.an estimated accuracy of +/- 6 seconds.
 RL0060
 RL0060.The orthometric height was determined by differential leveling
 RL0060.and adjusted by the National Geodetic Survey in June 1991..
 RL0060
 RL0060.The geoid height was determined by GEOID03.
 RL0060
 RL0060.The dynamic height is computed by dividing the NAVD 88
 RL0060.geopotential number by the normal gravity value computed on the
 RL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0060.degrees latitude (g = 980.6199 gals.).
 RL0060
 RL0060.The modeled gravity was interpolated from observed gravity values.
 RL0060
 RL0060;                    North         East    Units  Estimated Accuracy
 RL0060;SPC MI N     -   231,840.    7,886,960.      MT  (+/- 180 meters Scaled)
 RL0060
 RL0060                          SUPERSEDED SURVEY CONTROL
 RL0060
 RL0060  NGVD 29 (??/??/92)  207.413  (m)          680.49   (f) ADJ UNCH    1 2
 RL0060
 RL0060.Superseded values are not recommended for survey control.
 RL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0060.See file dsdata.txt to determine how the superseded data were derived.
 RL0060
 RL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS869906(NAD 83)
 RL0060_MARKER: DB = BENCH MARK DISK
 RL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0060_STAMPING: K 64 1934
 RL0060_MARK LOGO: CGS   
 RL0060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0060+STABILITY: SURFACE MOTION
 RL0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0060+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 RL0060
 RL0060  HISTORY     - Date     Condition        Report By
 RL0060  HISTORY     - 1934     MONUMENTED       CGS
 RL0060  HISTORY     - 19960718 GOOD             MIDT
 RL0060
 RL0060                          STATION DESCRIPTION
 RL0060
 RL0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0060'AT KEWEENAW BAY.
 RL0060'AT KEWEENAW BAY, BARAGA COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RL0060'ATLANTIC RAILWAY, 2 RAILS SOUTH OF THE CROSSING OF U.S. HIGHWAY
 RL0060'41, 45 FEET WEST OF THE TRACK, AND 2 FEET EAST OF A SNOW FENCE
 RL0060'ON THE RIGHT-OF-WAY.  A STANDARD DISK, STAMPED K 64 1934 AND
 RL0060'SET IN THE TOP OF A CONCRETE POST.
 RL0060
 RL0060                          STATION RECOVERY (1996)
 RL0060
 RL0060'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0060'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTH OF BARAGA AT KEWEENAW
 RL0060'BAY, ALONG OLD US HIGHWAY 41 AT THE INTERSECTION WITH THE RAILROAD.
 RL0060'ABOUT 0.3 KM (0.20 MI) WEST OF THE SHORE OF KEWEENAW BAY.  IN SECTION
 RL0060'34, T-52-N, R-33-W.  TO REACH FROM THE JUNCTION OF US HIGHWAY 41 AND
 RL0060'STATE HIGHWAY M-38 AT BARAGA FOLLOW US-41 NORTH 9.455 KM (5.85 MI) TO
 RL0060'A ANGLED CROSS ROAD (OLD US-41) , TURN LEFT (NORTHWEST) ALONG OLD
 RL0060'US-41 FOR 0.165 KM (0.10 MI) TO THE RAILROAD GRADE CROSSING.  STATION
 RL0060'IS 27.2 M (89.2 FT) DUE SOUTH OF THE CENTERLINE OF MICHAELS ROAD, 24.9
 RL0060'M (81.7 FT) SOUTH ALONG THE CENTERLINE OF THE RAILROAD TRACK FROM THE
 RL0060'JUNCTION OF OLD 41, 14.2 M (46.6 FT) NORTH OF THE CENTERLINE OF THE
 RL0060'TRACK, 5.3 M (17.4 FT) EAST OF THE SOUTHEAST CORNER OF A WOOD FRAME
 RL0060'GARAGE, 0.9 M (3.0 FT) EAST OF A 28 CM DIAMETER MAPLE TREE, 0.4 M (1.3
 RL0060'FT) SOUTHWEST OF A METAL WITNESS POST, ABOUT 1.5 M (4.9 FT) BELOW THE
 RL0060'LEVEL OF THE GARAGE FLOOR, AND ABOUT 0.08 M (0.26 FT) BELOW THE GROUND
 RL0060'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0015 ***********************************************************************
 SG0015  DESIGNATION -  K 65
 SG0015  PID         -  SG0015
 SG0015  STATE/COUNTY-  MI/HOUGHTON
 SG0015  USGS QUAD   -  LAURIUM (1975)
 SG0015
 SG0015                         *CURRENT SURVEY CONTROL
 SG0015  ___________________________________________________________________
 SG0015* NAD 83(1986)-  47 14 21.     (N)    088 27 39.     (W)     SCALED    
 SG0015* NAVD 88     -       364.507  (meters)    1195.89   (feet)  ADJUSTED  
 SG0015  ___________________________________________________________________
 SG0015  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 SG0015  DYNAMIC HT  -         364.556 (meters)    1196.05  (feet)  COMP
 SG0015  MODELED GRAV-     980,735.4   (mgal)                       NAVD 88
 SG0015
 SG0015  VERT ORDER  -  FIRST     CLASS II
 SG0015
 SG0015.The horizontal coordinates were scaled from a topographic map and have
 SG0015.an estimated accuracy of +/- 6 seconds.
 SG0015
 SG0015.The orthometric height was determined by differential leveling
 SG0015.and adjusted by the National Geodetic Survey in June 1991..
 SG0015
 SG0015.The geoid height was determined by GEOID03.
 SG0015
 SG0015.The dynamic height is computed by dividing the NAVD 88
 SG0015.geopotential number by the normal gravity value computed on the
 SG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0015.degrees latitude (g = 980.6199 gals.).
 SG0015
 SG0015.The modeled gravity was interpolated from observed gravity values.
 SG0015
 SG0015;                    North         East    Units  Estimated Accuracy
 SG0015;SPC MI N     -   273,990.    7,889,390.      MT  (+/- 180 meters Scaled)
 SG0015
 SG0015                          SUPERSEDED SURVEY CONTROL
 SG0015
 SG0015  NGVD 29 (??/??/92)  364.503  (m)         1195.87   (f) ADJ UNCH    1 2
 SG0015
 SG0015.Superseded values are not recommended for survey control.
 SG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0015.See file dsdata.txt to determine how the superseded data were derived.
 SG0015
 SG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT894327(NAD 83)
 SG0015_MARKER: DB = BENCH MARK DISK
 SG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0015_STAMPING: K 65 1934
 SG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0015+STABILITY: SURFACE MOTION
 SG0015
 SG0015  HISTORY     - Date     Condition        Report By
 SG0015  HISTORY     - 1934     MONUMENTED       CGS
 SG0015  HISTORY     - 1962     MARK NOT FOUND   NGS
 SG0015  HISTORY     - 20050615 MARK NOT FOUND   GEOCAC
 SG0015
 SG0015                          STATION DESCRIPTION
 SG0015
 SG0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0015'AT CALUMET.
 SG0015'AT CALUMET, HOUGHTON COUNTY, ABOUT 1/2 MILE SOUTH OF THE MINERAL
 SG0015'RANGE RAILROAD STATION, AT THE Y-JUNCTION WITH THE COPPER RANGE
 SG0015'RAILROAD, 60 FEET NORTHEAST OF THE SWITCH STAND ON THE MINERAL
 SG0015'RANGE RAILROAD MAIN TRACK LEADING TO THE WYE, AND 25 FEET EAST
 SG0015'OF THE TRACK AND THE SOUTH LEG OF THE WYE USED AS AN INTERCHANGE
 SG0015'TRACK.  A STANDARD DISK, STAMPED K 65 1934 AND SET IN THE TOP
 SG0015'OF A CONCRETE POST.
 SG0015
 SG0015                          STATION RECOVERY (1962)
 SG0015
 SG0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0015'MARK NOT FOUND.
 SG0015
 SG0015                          STATION RECOVERY (2005)
 SG0015
 SG0015'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0007 ***********************************************************************
 SG0007  DESIGNATION -  K 66
 SG0007  PID         -  SG0007
 SG0007  STATE/COUNTY-  MI/KEWEENAW
 SG0007  USGS QUAD   -  FORT WILKINS (1975)
 SG0007
 SG0007                         *CURRENT SURVEY CONTROL
 SG0007  ___________________________________________________________________
 SG0007* NAD 83(1986)-  47 28 03.     (N)    087 52 02.     (W)     SCALED    
 SG0007* NAVD 88     -       190.638  (meters)     625.45   (feet)  ADJUSTED  
 SG0007  ___________________________________________________________________
 SG0007  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 SG0007  DYNAMIC HT  -         190.676 (meters)     625.58  (feet)  COMP
 SG0007  MODELED GRAV-     980,807.2   (mgal)                       NAVD 88
 SG0007
 SG0007  VERT ORDER  -  FIRST     CLASS II
 SG0007
 SG0007.The horizontal coordinates were scaled from a topographic map and have
 SG0007.an estimated accuracy of +/- 6 seconds.
 SG0007
 SG0007.The orthometric height was determined by differential leveling
 SG0007.and adjusted by the National Geodetic Survey in June 1991..
 SG0007
 SG0007.The geoid height was determined by GEOID03.
 SG0007
 SG0007.The dynamic height is computed by dividing the NAVD 88
 SG0007.geopotential number by the normal gravity value computed on the
 SG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0007.degrees latitude (g = 980.6199 gals.).
 SG0007
 SG0007.The modeled gravity was interpolated from observed gravity values.
 SG0007
 SG0007;                    North         East    Units  Estimated Accuracy
 SG0007;SPC MI N     -   298,710.    7,934,610.      MT  (+/- 180 meters Scaled)
 SG0007
 SG0007                          SUPERSEDED SURVEY CONTROL
 SG0007
 SG0007  NGVD 29 (??/??/92)  190.647  (m)          625.48   (f) ADJ UNCH    1 2
 SG0007
 SG0007.Superseded values are not recommended for survey control.
 SG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0007.See file dsdata.txt to determine how the superseded data were derived.
 SG0007
 SG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT346574(NAD 83)
 SG0007_MARKER: DB = BENCH MARK DISK
 SG0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0007_STAMPING: 66 1 4
 SG0007_MARK LOGO: CGS   
 SG0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0007+STABILITY: SURFACE MOTION
 SG0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 SG0007+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SG0007
 SG0007  HISTORY     - Date     Condition        Report By
 SG0007  HISTORY     - 1934     MONUMENTED       CGS
 SG0007  HISTORY     - 19960711 GOOD             NGS
 SG0007  HISTORY     - 20000608 POOR             USPSQD
 SG0007  HISTORY     - 20010908 POOR             USPSQD
 SG0007  HISTORY     - 20060802 POOR             GEOCAC
 SG0007
 SG0007                          STATION DESCRIPTION
 SG0007
 SG0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0007'1 MI E FROM COPPER HARBOR.
 SG0007'1 MILE EAST ALONG U.S. HIGHWAY 41 FROM COPPER HARBOR, KEWEENAW
 SG0007'COUNTY, AT FORT WILKINS, 250 FEET SOUTH OF THE GATE ENTRANCE,
 SG0007'3 FEET WEST OF AND 4 FEET SOUTH OF THE NORTH END OF THE MIDDLE
 SG0007'BARRACK BUILDING ON THE WEST SIDE OF THE COURT, AND 20 FEET SOUTH
 SG0007'OF THE CENTERLINE OF A DRIVEWAY.  A STANDARD DISK, STAMPED K 66
 SG0007'1934 AND SET IN THE TOP OF A CONCRETE POST.
 SG0007
 SG0007                          STATION RECOVERY (1996)
 SG0007
 SG0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0007'2.0 KM (1.25 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0007'STATE HIGHWAY 26 IN COPPER HARBOR, THENCE 0.1 KM (0.05 MI) SOUTHERLY
 SG0007'ALONG A GRAVELED ROAD, THENCE 50 M (164.0 FT) EAST ALONG A PATH, 31.6
 SG0007'M (103.7 FT) NORTHEAST OF THE EAST END OF A BRIDGE, 1.6 M (5.2 FT)
 SG0007'SOUTHWEST OF THE NORTHWEST CORNER OF A BUILDING, AND THE MONUMENT IS
 SG0007'FLUSH WITH THE GROUND SURFACE.  NOTE--THE DISK HAS BEEN SCRAPED AND
 SG0007'ALL THAT REMAINS OF THE ORIGINAL STAMPING IS AS ABOVE.
 SG0007
 SG0007                          STATION RECOVERY (2000)
 SG0007
 SG0007'RECOVERY NOTE BY US POWER SQUADRON 2000 (ND)
 SG0007'FOUND- DISK BARLEY READABLE DUE TO LAWNMOWER DAMAGE.
 SG0007
 SG0007                          STATION RECOVERY (2001)
 SG0007
 SG0007'RECOVERY NOTE BY US POWER SQUADRON 2001 (ND)
 SG0007'LAWN MOWER HAS DAMAGED FACE OF MARK.
 SG0007
 SG0007                          STATION RECOVERY (2006)
 SG0007
 SG0007'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 SG0007'DISK IS INTACT IN ITS SETTING, BUT THE STAMPING IS UNREADABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0182 ***********************************************************************
 QK0182  DESIGNATION -  K 76
 QK0182  PID         -  QK0182
 QK0182  STATE/COUNTY-  MI/EMMET
 QK0182  USGS QUAD   -  
 QK0182
 QK0182                         *CURRENT SURVEY CONTROL
 QK0182  ___________________________________________________________________
 QK0182* NAD 83(1986)-  45 31 20.     (N)    084 46 56.     (W)     SCALED    
 QK0182* NAVD 88     -       209.803  (meters)     688.33   (feet)  ADJUSTED  
 QK0182  ___________________________________________________________________
 QK0182  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QK0182  DYNAMIC HT  -         209.803 (meters)     688.33  (feet)  COMP
 QK0182  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 QK0182
 QK0182  VERT ORDER  -  SECOND    CLASS 0
 QK0182
 QK0182.The horizontal coordinates were scaled from a topographic map and have
 QK0182.an estimated accuracy of +/- 6 seconds.
 QK0182
 QK0182.The orthometric height was determined by differential leveling
 QK0182.and adjusted by the National Geodetic Survey in June 1991..
 QK0182
 QK0182.The geoid height was determined by GEOID03.
 QK0182
 QK0182.The dynamic height is computed by dividing the NAVD 88
 QK0182.geopotential number by the normal gravity value computed on the
 QK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0182.degrees latitude (g = 980.6199 gals.).
 QK0182
 QK0182.The modeled gravity was interpolated from observed gravity values.
 QK0182
 QK0182;                    North         East    Units  Estimated Accuracy
 QK0182;SPC MI C     -   245,170.    5,967,540.      MT  (+/- 180 meters Scaled)
 QK0182
 QK0182                          SUPERSEDED SURVEY CONTROL
 QK0182
 QK0182  NGVD 29 (??/??/92)  209.833  (m)          688.43   (f) ADJ UNCH    2 0
 QK0182
 QK0182.Superseded values are not recommended for survey control.
 QK0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0182.See file dsdata.txt to determine how the superseded data were derived.
 QK0182
 QK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR731433(NAD 83)
 QK0182_MARKER: DB = BENCH MARK DISK
 QK0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0182_STAMPING: K 76 1934
 QK0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0182+STABILITY: SURFACE MOTION
 QK0182
 QK0182  HISTORY     - Date     Condition        Report By
 QK0182  HISTORY     - 1934     MONUMENTED       CGS
 QK0182  HISTORY     - 1962     GOOD             USGS
 QK0182
 QK0182                          STATION DESCRIPTION
 QK0182
 QK0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0182'2.1 MI S FROM PELLSTON.
 QK0182'2.1 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0182'AT PELLSTON, EMMET COUNTY, 0.5 MILE NORTH OF MILEPOST 440, 35
 QK0182'YARDS WEST OF THE JUNCTION OF A DIRT ROAD AND U.S. HIGHWAY 31,
 QK0182'15 YARDS NORTHWEST OF THE CENTER OF THE CROSSING OF THE DIRT
 QK0182'ROAD, 8-1/2 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 11 YARDS
 QK0182'WEST OF THE WEST RAIL, AND 1-1/2 YARDS EAST OF A CROSSING SIGN.
 QK0182'A STANDARD DISK, STAMPED K 76 1934 AND SET IN THE TOP OF A
 QK0182'CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 QK0182
 QK0182                          STATION RECOVERY (1962)
 QK0182
 QK0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 QK0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0192 ***********************************************************************
 PL0192  DESIGNATION -  K 78
 PL0192  PID         -  PL0192
 PL0192  STATE/COUNTY-  MI/KALKASKA
 PL0192  USGS QUAD   -  SMITHVILLE (1985)
 PL0192
 PL0192                         *CURRENT SURVEY CONTROL
 PL0192  ___________________________________________________________________
 PL0192* NAD 83(1986)-  44 36 22.     (N)    085 10 31.     (W)     SCALED    
 PL0192* NAVD 88     -       347.818  (meters)    1141.13   (feet)  ADJUSTED  
 PL0192  ___________________________________________________________________
 PL0192  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 PL0192  DYNAMIC HT  -         347.784 (meters)    1141.02  (feet)  COMP
 PL0192  MODELED GRAV-     980,506.9   (mgal)                       NAVD 88
 PL0192
 PL0192  VERT ORDER  -  SECOND    CLASS 0
 PL0192
 PL0192.The horizontal coordinates were scaled from a topographic map and have
 PL0192.an estimated accuracy of +/- 6 seconds.
 PL0192
 PL0192.The orthometric height was determined by differential leveling
 PL0192.and adjusted by the National Geodetic Survey in June 1991..
 PL0192
 PL0192.The geoid height was determined by GEOID03.
 PL0192
 PL0192.The dynamic height is computed by dividing the NAVD 88
 PL0192.geopotential number by the normal gravity value computed on the
 PL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0192.degrees latitude (g = 980.6199 gals.).
 PL0192
 PL0192.The modeled gravity was interpolated from observed gravity values.
 PL0192
 PL0192;                    North         East    Units  Estimated Accuracy
 PL0192;SPC MI C     -   143,600.    5,935,810.      MT  (+/- 180 meters Scaled)
 PL0192
 PL0192                          SUPERSEDED SURVEY CONTROL
 PL0192
 PL0192  NGVD 29 (??/??/92)  347.910  (m)         1141.43   (f) ADJ UNCH    2 0
 PL0192
 PL0192.Superseded values are not recommended for survey control.
 PL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0192.See file dsdata.txt to determine how the superseded data were derived.
 PL0192
 PL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ447408(NAD 83)
 PL0192_MARKER: DB = BENCH MARK DISK
 PL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0192_STAMPING: K 78 1934
 PL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0192+STABILITY: SURFACE MOTION
 PL0192
 PL0192  HISTORY     - Date     Condition        Report By
 PL0192  HISTORY     - 1934     MONUMENTED       CGS
 PL0192  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 PL0192
 PL0192                          STATION DESCRIPTION
 PL0192
 PL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0192'8.6 MI S FROM KALKASKA.
 PL0192'8.6 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0192'COUNTY, 2.4 MILES SOUTH OF LODI, 30 YARDS NORTHWEST OF THE OLD
 PL0192'CONCRETE FOUNDATION OF THE FORMER MANISTEE AND NORTHEASTERN
 PL0192'RAILWAY STATION AT MC GEE, 50 YARDS WEST OF AN OLD TIN STORAGE
 PL0192'HOUSE, 43 YARDS NORTH OF THE CENTERLINE OF THE OLD RAILWAY
 PL0192'ROADBED, 9 YARDS WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 PL0192'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED K 78 1934 AND SET
 PL0192'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0192
 PL0192                          STATION RECOVERY (1963)
 PL0192
 PL0192'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 PL0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0066 ***********************************************************************
 PL0066  DESIGNATION -  K 81
 PL0066  PID         -  PL0066
 PL0066  STATE/COUNTY-  MI/OGEMAW
 PL0066  USGS QUAD   -  ROSE CITY (1965)
 PL0066
 PL0066                         *CURRENT SURVEY CONTROL
 PL0066  ___________________________________________________________________
 PL0066* NAD 83(1986)-  44 24 18.     (N)    084 06 59.     (W)     SCALED    
 PL0066* NAVD 88     -       277.536  (meters)     910.55   (feet)  ADJUSTED  
 PL0066  ___________________________________________________________________
 PL0066  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 PL0066  DYNAMIC HT  -         277.494 (meters)     910.41  (feet)  COMP
 PL0066  MODELED GRAV-     980,461.3   (mgal)                       NAVD 88
 PL0066
 PL0066  VERT ORDER  -  SECOND    CLASS 0
 PL0066
 PL0066.The horizontal coordinates were scaled from a topographic map and have
 PL0066.an estimated accuracy of +/- 6 seconds.
 PL0066
 PL0066.The orthometric height was determined by differential leveling
 PL0066.and adjusted by the National Geodetic Survey in June 1991..
 PL0066
 PL0066.The geoid height was determined by GEOID03.
 PL0066
 PL0066.The dynamic height is computed by dividing the NAVD 88
 PL0066.geopotential number by the normal gravity value computed on the
 PL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0066.degrees latitude (g = 980.6199 gals.).
 PL0066
 PL0066.The modeled gravity was interpolated from observed gravity values.
 PL0066
 PL0066;                    North         East    Units  Estimated Accuracy
 PL0066;SPC MI C     -   120,970.    6,019,940.      MT  (+/- 180 meters Scaled)
 PL0066
 PL0066                          SUPERSEDED SURVEY CONTROL
 PL0066
 PL0066  NGVD 29 (??/??/92)  277.674  (m)          911.00   (f) ADJ UNCH    2 0
 PL0066
 PL0066.Superseded values are not recommended for survey control.
 PL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0066.See file dsdata.txt to determine how the superseded data were derived.
 PL0066
 PL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ296209(NAD 83)
 PL0066_MARKER: DB = BENCH MARK DISK
 PL0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PL0066_SP_SET: BRIDGE
 PL0066_STAMPING: K 81 1934
 PL0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0066
 PL0066  HISTORY     - Date     Condition        Report By
 PL0066  HISTORY     - 1934     MONUMENTED       CGS
 PL0066  HISTORY     - 1938     GOOD             NGS
 PL0066
 PL0066                          STATION DESCRIPTION
 PL0066
 PL0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 PL0066'1 MI S FROM ROSE CITY.
 PL0066'1.0 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT
 PL0066'ROSE CITY, OGEMAW COUNTY, AT A CONCRETE BRIDGE, IN THE TOP OF THE
 PL0066'SOUTHWEST CORNER OF THE NORTHWEST WINGWALL, 22 FEET WEST OF THE
 PL0066'CENTERLINE OF THE HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.
 PL0066'A STANDARD DISK, STAMPED K 81 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0006 ***********************************************************************
 PL0006  DESIGNATION -  K 83
 PL0006  PID         -  PL0006
 PL0006  STATE/COUNTY-  MI/OSCODA
 PL0006  USGS QUAD   -  LUZERNE (1963)
 PL0006
 PL0006                         *CURRENT SURVEY CONTROL
 PL0006  ___________________________________________________________________
 PL0006* NAD 83(1986)-  44 35 51.     (N)    084 16 43.     (W)     SCALED    
 PL0006* NAVD 88     -       353.536  (meters)    1159.89   (feet)  ADJUSTED  
 PL0006  ___________________________________________________________________
 PL0006  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 PL0006  DYNAMIC HT  -         353.489 (meters)    1159.74  (feet)  COMP
 PL0006  MODELED GRAV-     980,473.5   (mgal)                       NAVD 88
 PL0006
 PL0006  VERT ORDER  -  SECOND    CLASS 0
 PL0006
 PL0006.The horizontal coordinates were scaled from a topographic map and have
 PL0006.an estimated accuracy of +/- 6 seconds.
 PL0006
 PL0006.The orthometric height was determined by differential leveling
 PL0006.and adjusted by the National Geodetic Survey in June 1991..
 PL0006
 PL0006.The geoid height was determined by GEOID03.
 PL0006
 PL0006.The dynamic height is computed by dividing the NAVD 88
 PL0006.geopotential number by the normal gravity value computed on the
 PL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0006.degrees latitude (g = 980.6199 gals.).
 PL0006
 PL0006.The modeled gravity was interpolated from observed gravity values.
 PL0006
 PL0006;                    North         East    Units  Estimated Accuracy
 PL0006;SPC MI C     -   142,330.    6,006,990.      MT  (+/- 180 meters Scaled)
 PL0006
 PL0006                          SUPERSEDED SURVEY CONTROL
 PL0006
 PL0006  NGVD 29 (??/??/92)  353.657  (m)         1160.29   (f) ADJ UNCH    2 0
 PL0006
 PL0006.Superseded values are not recommended for survey control.
 PL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0006.See file dsdata.txt to determine how the superseded data were derived.
 PL0006
 PL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ159418(NAD 83)
 PL0006_MARKER: DB = BENCH MARK DISK
 PL0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0006_STAMPING: K 83 1934
 PL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0006+STABILITY: SURFACE MOTION
 PL0006
 PL0006  HISTORY     - Date     Condition        Report By
 PL0006  HISTORY     - 1934     MONUMENTED       CGS
 PL0006  HISTORY     - 20011203 GOOD             NGS
 PL0006
 PL0006                          STATION DESCRIPTION
 PL0006
 PL0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0006'1.3 MI SW FROM LUZERNE.
 PL0006'1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 PL0006'AT LUZERNE, OSCODA COUNTY, 34 FEET SOUTH OF THE CENTERLINE OF
 PL0006'THE HIGHWAY, 19 FEET SOUTH OF A CURVE SIGN, AND 2 FEET HIGHER
 PL0006'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 83 1934 AND SET IN
 PL0006'THE TOP OF A CONCRETE POST.
 PL0006
 PL0006                          STATION RECOVERY (2001)
 PL0006
 PL0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0006'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0223 ***********************************************************************
 OK0223  DESIGNATION -  K 84
 OK0223  PID         -  OK0223
 OK0223  STATE/COUNTY-  MI/ISABELLA
 OK0223  USGS QUAD   -  MOUNT PLEASANT (1973)
 OK0223
 OK0223                         *CURRENT SURVEY CONTROL
 OK0223  ___________________________________________________________________
 OK0223* NAD 83(1994)-  43 47 07.76650(N)    084 46 41.55434(W)     ADJUSTED  
 OK0223* NAVD 88     -       257.785  (meters)     845.75   (feet)  ADJUSTED  
 OK0223  ___________________________________________________________________
 OK0223  X           -     419,759.033 (meters)                     COMP
 OK0223  Y           -  -4,593,021.570 (meters)                     COMP
 OK0223  Z           -   4,391,070.957 (meters)                     COMP
 OK0223  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 OK0223  ELLIP HEIGHT-         224.23  (meters)          (07/17/02) GPS OBS
 OK0223  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 OK0223  DYNAMIC HT  -         257.738 (meters)     845.60  (feet)  COMP
 OK0223  MODELED GRAV-     980,428.6   (mgal)                       NAVD 88
 OK0223
 OK0223  HORZ ORDER  -  FIRST
 OK0223  VERT ORDER  -  SECOND    CLASS 0
 OK0223  ELLP ORDER  -  FOURTH    CLASS I
 OK0223
 OK0223.The horizontal coordinates were established by GPS observations
 OK0223.and adjusted by the National Geodetic Survey in February 1997..
 OK0223
 OK0223.The orthometric height was determined by differential leveling
 OK0223.and adjusted by the National Geodetic Survey in June 1991..
 OK0223
 OK0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0223
 OK0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0223
 OK0223.The ellipsoidal height was determined by GPS observations
 OK0223.and is referenced to NAD 83.
 OK0223
 OK0223.The geoid height was determined by GEOID03.
 OK0223
 OK0223.The dynamic height is computed by dividing the NAVD 88
 OK0223.geopotential number by the normal gravity value computed on the
 OK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0223.degrees latitude (g = 980.6199 gals.).
 OK0223
 OK0223.The modeled gravity was interpolated from observed gravity values.
 OK0223
 OK0223;                    North         East     Units Scale Factor Converg.
 OK0223;SPC MI S     -   253,961.833 3,966,872.141   MT  1.00003055   -0 16 48.2
 OK0223;SPC MI S     -   833,208.11 13,014,672.38   iFT  1.00003055   -0 16 48.2
 OK0223;SPC MI C     -    52,182.834 5,966,869.358   MT  1.00011486   -0 17 26.6
 OK0223;SPC MI C     -   171,203.52 19,576,343.04   iFT  1.00011486   -0 17 26.6
 OK0223;UTM  16      - 4,850,447.292   678,772.567   MT  0.99999311   +1 32 16.1
 OK0223
 OK0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0223!SPC MI S     -   0.99996484  x   1.00003055  =   0.99999539
 OK0223!SPC MI C     -   0.99996484  x   1.00011486  =   1.00007970
 OK0223!UTM  16      -   0.99996484  x   0.99999311  =   0.99995795
 OK0223
 OK0223                          SUPERSEDED SURVEY CONTROL
 OK0223
 OK0223  ELLIP H (02/03/97)  224.24   (m)                       GP(       ) 4 1
 OK0223  NAD 83(1986)-  43 47 07.75369(N)    084 46 41.57256(W) AD(       ) 1
 OK0223  NAD 83(1986)-  43 47 07.76320(N)    084 46 41.56657(W) AD(       ) 3
 OK0223  NAVD 88 (09/30/91)  257.78   (m)          845.7    (f) LEVELING    3  
 OK0223  NGVD 29 (??/??/92)  257.928  (m)          846.22   (f) ADJ UNCH    2 0
 OK0223
 OK0223.Superseded values are not recommended for survey control.
 OK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0223.See file dsdata.txt to determine how the superseded data were derived.
 OK0223
 OK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7877350447(NAD 83)
 OK0223_MARKER: DB = BENCH MARK DISK
 OK0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0223_SP_SET: SQUARE CONCRETE MONUMENT
 OK0223_STAMPING: K 84 1934
 OK0223_MARK LOGO: CGS   
 OK0223_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0223+STABILITY: SURFACE MOTION
 OK0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0223+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 OK0223
 OK0223  HISTORY     - Date     Condition        Report By
 OK0223  HISTORY     - 1934     MONUMENTED       CGS
 OK0223  HISTORY     - 1976     GOOD             NGS
 OK0223  HISTORY     - 19890301 GOOD             NGS
 OK0223  HISTORY     - 19910626 GOOD             NGS
 OK0223  HISTORY     - 20010605 GOOD             USPSQD
 OK0223
 OK0223                          STATION DESCRIPTION
 OK0223
 OK0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0223'2.4 MI S FROM CLARE.
 OK0223'IN ISABELLA COUNTY, 2.4 MILES SOUTH ALONG THE ANN ARBOR RAILROAD
 OK0223'FROM THE STATION AT CLARE, CLARE COUNTY, 0.4 MILE NORTH OF
 OK0223'MILEPOST 176, AT A ROAD CROSSING, 32.5 FEET SOUTH OF THE
 OK0223'CENTERLINE OF THE ROAD, 25.5 FEET WEST OF THE WEST RAIL, 20.2
 OK0223'FEET SOUTH OF A CULVERT, AND 2 FEET LOWER THAN THE TOP OF RAIL.
 OK0223'A STANDARD DISK, STAMPED K 84 1934 AND SET IN THE TOP OF A
 OK0223'CONCRETE POST.
 OK0223
 OK0223                          STATION RECOVERY (1976)
 OK0223
 OK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OK0223'MARK WAS RECOVERED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF THE
 OK0223'ANN ARBOR RAILROAD AND LAKE ROAD IN THE NORTHEAST CORNER OF A LAWN,
 OK0223'32.5 FEET SOUTH OF THE CENTER OF THE ROAD, 25.5 FEET WEST OF THE WEST
 OK0223'RAIL, 23.5 FEET SOUTHWEST OF THE RAILROAD CROSSING SIGN POST 20 FEET
 OK0223'SOUTH OF THE CENTER OF THE SOUTH END OF A CULVERT.
 OK0223
 OK0223                          STATION RECOVERY (1989)
 OK0223
 OK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0223'THE STATION IS LOCATED ABOUT 10.2 KM (6.35 MI) SOUTHEAST OF FARWELL,
 OK0223'9.7 KM (6.05 MI) NORTH OF ROSEBUSH AND 3.2 KM (2.00 MI) SOUTH OF
 OK0223'CLARE.  OWNERSHIP--MICHIGAN NORTHERN RAILROAD.  A MR. BOB SHOWERS,
 OK0223'3448 EAST GLASS LAKE ROAD, CLARE, MI. 48617, PHONE 517-386-2845, ALSO
 OK0223'CLAIMS THE PROPERTY THE STATION IS ON (LIVES AT SITE).
 OK0223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 BUSINESS
 OK0223'(MCEWAN STREET) AND U.S. HIGHWAY 10 BUSINESS (FIFTH STREET) IN THE
 OK0223'CENTER OF CLARE, GO SOUTH ON HIGHWAY 27 BUSINESS FOR 1.18 KM
 OK0223'(0.75 MI) TO WHERE HIGHWAY 27 BUSINESS BEARS LEFT AND A PAVED ROAD ON
 OK0223'THE RIGHT.  BEAR RIGHT AND CONTINUE SOUTH ON NORTH MISSION ROAD FOR
 OK0223'2.67 KM (1.65 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON EAST
 OK0223'GLASS LAKE ROAD FOR 0.84 KM (0.50 MI) TO THE STATION ON THE LEFT, JUST
 OK0223'AFTER CROSSING THE MICHIGAN NORTHERN RAILROAD.
 OK0223'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OK0223'MONUMENT THAT PROJECTS 15 CM ABOVE THE GROUND.  LOCATED 9.7 M
 OK0223'(31.8 FT) WEST OF THE NEAR RAIL, 7.8 M (25.6 FT) SOUTH OF THE
 OK0223'CENTERLINE OF EAST GLASS LAKE ROAD, 7.2 M (23.6 FT) SOUTHWEST OF A
 OK0223'RAILROAD CROSSING SIGN POST AND 0.35 M (1.1 FT) SOUTH OF A METAL
 OK0223'WITNESS POST.
 OK0223'DESCRIBED BY E.J. HANSMANN.
 OK0223
 OK0223                          STATION RECOVERY (1991)
 OK0223
 OK0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OK0223'THE STATION IS LOCATED ABOUT 10.2 KM (6.3 MI) SOUTHEAST OF FARWELL,
 OK0223'9.7 KM (6.0 MI) NORTH OF ROSEBUSH AND 3.2 KM (2.0 MI) SOUTH OF CLARE.
 OK0223'OWNERSHIP--MICHIGAN NORTHERN RAILROAD.  A MR. BOB SHOWERS, 3448 EAST
 OK0223'GLASS LAKE ROAD, CLARE, MI. 48617, PHONE 517-386-2845, ALSO CLAIMS
 OK0223'THE PROPERTY THE STATION IS ON (LIVES AT SITE).
 OK0223'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 BUSINESS
 OK0223'(MCEWAN STREET) AND U.S. HIGHWAY 10 BUSINESS (FIFTH STREET) IN THE
 OK0223'CENTER OF CLARE, GO SOUTH ON HIGHWAY 27 BUSINESS FOR 1.18 KM
 OK0223'(0.73 MI) TO WHERE HIGHWAY 27 BUSINESS BEARS LEFT AND A PAVED ROAD ON
 OK0223'THE RIGHT.  BEAR RIGHT AND CONTINUE SOUTH ON NORTH MISSION ROAD FOR
 OK0223'2.67 KM (1.66 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST ON EAST
 OK0223'GRASS LAKE ROAD FOR 0.84 KM (0.52 MI) TO THE STATION ON THE LEFT JUST
 OK0223'AFTER CROSSING THE MICHIGAN NORTHERN RAILROAD.
 OK0223'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OK0223'MONUMENT THAT PROJECTS 15 CM ABOVE THE GROUND.  LOCATED 9.7 M
 OK0223'(31.8 FT) WEST OF THE NEAR RAIL, 7.8 M (25.6 FT) SOUTH OF THE
 OK0223'CENTERLINE OF EAST GLASS LAKE ROAD, 7.2 M (23.6 FT) SOUTHWEST OF A
 OK0223'RAILROAD CROSSING SIGN POST AND 0.35 M (1.15 FT) SOUTH OF A METAL
 OK0223'WITNESS POST.
 OK0223
 OK0223                          STATION RECOVERY (2001)
 OK0223
 OK0223'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0188 ***********************************************************************
 OK0188  DESIGNATION -  K 85
 OK0188  PID         -  OK0188
 OK0188  STATE/COUNTY-  MI/GRATIOT
 OK0188  USGS QUAD   -  ALMA NORTH (1973)
 OK0188
 OK0188                         *CURRENT SURVEY CONTROL
 OK0188  ___________________________________________________________________
 OK0188* NAD 83(1986)-  43 23 09.     (N)    084 37 35.     (W)     SCALED    
 OK0188* NAVD 88     -       225.331  (meters)     739.27   (feet)  ADJUSTED  
 OK0188  ___________________________________________________________________
 OK0188  GEOID HEIGHT-         -32.95  (meters)                     GEOID03
 OK0188  DYNAMIC HT  -         225.288 (meters)     739.13  (feet)  COMP
 OK0188  MODELED GRAV-     980,424.7   (mgal)                       NAVD 88
 OK0188
 OK0188  VERT ORDER  -  SECOND    CLASS 0
 OK0188
 OK0188.The horizontal coordinates were scaled from a topographic map and have
 OK0188.an estimated accuracy of +/- 6 seconds.
 OK0188
 OK0188.The orthometric height was determined by differential leveling
 OK0188.and adjusted by the National Geodetic Survey in June 1991..
 OK0188
 OK0188.The geoid height was determined by GEOID03.
 OK0188
 OK0188.The dynamic height is computed by dividing the NAVD 88
 OK0188.geopotential number by the normal gravity value computed on the
 OK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0188.degrees latitude (g = 980.6199 gals.).
 OK0188
 OK0188.The modeled gravity was interpolated from observed gravity values.
 OK0188
 OK0188;                    North         East    Units  Estimated Accuracy
 OK0188;SPC MI S     -   209,510.    3,978,960.      MT  (+/- 180 meters Scaled)
 OK0188
 OK0188                          SUPERSEDED SURVEY CONTROL
 OK0188
 OK0188  NGVD 29 (??/??/92)  225.490  (m)          739.80   (f) ADJ UNCH    2 0
 OK0188
 OK0188.Superseded values are not recommended for survey control.
 OK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0188.See file dsdata.txt to determine how the superseded data were derived.
 OK0188
 OK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP922063(NAD 83)
 OK0188_MARKER: DB = BENCH MARK DISK
 OK0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0188_STAMPING: K 85 1934
 OK0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0188+STABILITY: SURFACE MOTION
 OK0188
 OK0188  HISTORY     - Date     Condition        Report By
 OK0188  HISTORY     - 1934     MONUMENTED       CGS
 OK0188  HISTORY     - 1956     GOOD             NGS
 OK0188  HISTORY     - 19920524 MARK NOT FOUND   USPSQD
 OK0188  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0188
 OK0188                          STATION DESCRIPTION
 OK0188
 OK0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OK0188'2 MI E FROM ALMA.
 OK0188'2.0 MILES EAST ALONG THE C AND O RY. FROM THE STATION AT ALMA,
 OK0188'21 YARDS NORTHEAST OF MILEPOST S 38, IN THE SOUTHWEST ANGLE OF
 OK0188'A DIRT ROAD CROSSING, 10 YARDS NORTH OF THE NORTH RAIL, AND
 OK0188'3 FEET LOWER THAN THE RAIL.  A STANDARD DISK, STAMPED K 85 1934
 OK0188'AND SET IN THE TOP OF A CONCRETE POST.
 OK0188
 OK0188                          STATION RECOVERY (1992)
 OK0188
 OK0188'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0188'MARK NOT FOUND.
 OK0188
 OK0188                          STATION RECOVERY (2001)
 OK0188
 OK0188'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0099 ***********************************************************************
 OK0099  DESIGNATION -  K 86
 OK0099  PID         -  OK0099
 OK0099  STATE/COUNTY-  MI/SAGINAW
 OK0099  USGS QUAD   -  CHESANING EAST (1975)
 OK0099
 OK0099                         *CURRENT SURVEY CONTROL
 OK0099  ___________________________________________________________________
 OK0099* NAD 83(1986)-  43 11 05.     (N)    084 07 24.     (W)     SCALED    
 OK0099* NAVD 88     -       195.166  (meters)     640.31   (feet)  ADJUSTED  
 OK0099  ___________________________________________________________________
 OK0099  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 OK0099  DYNAMIC HT  -         195.125 (meters)     640.17  (feet)  COMP
 OK0099  MODELED GRAV-     980,403.9   (mgal)                       NAVD 88
 OK0099
 OK0099  VERT ORDER  -  SECOND    CLASS 0
 OK0099
 OK0099.The horizontal coordinates were scaled from a topographic map and have
 OK0099.an estimated accuracy of +/- 6 seconds.
 OK0099
 OK0099.The orthometric height was determined by differential leveling
 OK0099.and adjusted by the National Geodetic Survey in June 1991..
 OK0099
 OK0099.The geoid height was determined by GEOID03.
 OK0099
 OK0099.The dynamic height is computed by dividing the NAVD 88
 OK0099.geopotential number by the normal gravity value computed on the
 OK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0099.degrees latitude (g = 980.6199 gals.).
 OK0099
 OK0099.The modeled gravity was interpolated from observed gravity values.
 OK0099
 OK0099;                    North         East    Units  Estimated Accuracy
 OK0099;SPC MI S     -   187,170.    4,019,780.      MT  (+/- 180 meters Scaled)
 OK0099
 OK0099                          SUPERSEDED SURVEY CONTROL
 OK0099
 OK0099  NGVD 29 (??/??/92)  195.334  (m)          640.86   (f) ADJ UNCH    2 0
 OK0099
 OK0099.Superseded values are not recommended for survey control.
 OK0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0099.See file dsdata.txt to determine how the superseded data were derived.
 OK0099
 OK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN337853(NAD 83)
 OK0099_MARKER: DB = BENCH MARK DISK
 OK0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0099_STAMPING: K 86 1934
 OK0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0099+STABILITY: SURFACE MOTION
 OK0099
 OK0099  HISTORY     - Date     Condition        Report By
 OK0099  HISTORY     - 1934     MONUMENTED       CGS
 OK0099  HISTORY     - 1967     MARK NOT FOUND   USGS
 OK0099  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OK0099  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OK0099  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OK0099
 OK0099                          STATION DESCRIPTION
 OK0099
 OK0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0099'AT CHESANING.
 OK0099'AT CHESANING, SAGINAW COUNTY, 175 YARDS SOUTH OF THE MICHIGAN
 OK0099'CENTRAL RAILROAD STATION, 50 YARDS NORTH OF MILEPOST J 78, 60
 OK0099'YARDS WEST OF STANDARD OIL CO. TANKS, AT A ROAD CROSSING, 32.5
 OK0099'FEET SOUTH OF THE ROAD, 14 FEET WEST OF THE WEST RAIL OF THE
 OK0099'MAIN TRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 OK0099'DISK, STAMPED K 86 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0099
 OK0099                          STATION RECOVERY (1967)
 OK0099
 OK0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 OK0099'MARK NOT FOUND.
 OK0099
 OK0099                          STATION RECOVERY (1994)
 OK0099
 OK0099'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0099'MARK NOT FOUND.
 OK0099
 OK0099                          STATION RECOVERY (2001)
 OK0099
 OK0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0099'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0099
 OK0099                          STATION RECOVERY (2001)
 OK0099
 OK0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0099'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0299 ***********************************************************************
 PL0299  DESIGNATION -  K 88
 PL0299  PID         -  PL0299
 PL0299  STATE/COUNTY-  MI/LEELANAU
 PL0299  USGS QUAD   -  
 PL0299
 PL0299                         *CURRENT SURVEY CONTROL
 PL0299  ___________________________________________________________________
 PL0299* NAD 83(1986)-  44 55 59.     (N)    085 53 29.     (W)     SCALED    
 PL0299* NAVD 88     -       191.639  (meters)     628.74   (feet)  ADJUSTED  
 PL0299  ___________________________________________________________________
 PL0299  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 PL0299  DYNAMIC HT  -         191.624 (meters)     628.69  (feet)  COMP
 PL0299  MODELED GRAV-     980,532.4   (mgal)                       NAVD 88
 PL0299
 PL0299  VERT ORDER  -  SECOND    CLASS 0
 PL0299
 PL0299.The horizontal coordinates were scaled from a topographic map and have
 PL0299.an estimated accuracy of +/- 6 seconds.
 PL0299
 PL0299.The orthometric height was determined by differential leveling
 PL0299.and adjusted by the National Geodetic Survey in June 1991..
 PL0299
 PL0299.The geoid height was determined by GEOID03.
 PL0299
 PL0299.The dynamic height is computed by dividing the NAVD 88
 PL0299.geopotential number by the normal gravity value computed on the
 PL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0299.degrees latitude (g = 980.6199 gals.).
 PL0299
 PL0299.The modeled gravity was interpolated from observed gravity values.
 PL0299
 PL0299;                    North         East    Units  Estimated Accuracy
 PL0299;SPC MI C     -   180,740.    5,879,660.      MT  (+/- 180 meters Scaled)
 PL0299
 PL0299                          SUPERSEDED SURVEY CONTROL
 PL0299
 PL0299  NGVD 29 (??/??/92)  191.740  (m)          629.07   (f) ADJ UNCH    2 0
 PL0299
 PL0299.Superseded values are not recommended for survey control.
 PL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0299.See file dsdata.txt to determine how the superseded data were derived.
 PL0299
 PL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ874761(NAD 83)
 PL0299_MARKER: DB = BENCH MARK DISK
 PL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0299_STAMPING: K 88 1934
 PL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0299+STABILITY: SURFACE MOTION
 PL0299
 PL0299  HISTORY     - Date     Condition        Report By
 PL0299  HISTORY     - 1934     MONUMENTED       CGS
 PL0299  HISTORY     - 1954     GOOD             USGS
 PL0299  HISTORY     - 1979     GOOD             USGS
 PL0299
 PL0299                          STATION DESCRIPTION
 PL0299
 PL0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0299'6.4 MI NE FROM GLEN ARBOR.
 PL0299'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM GLEN ARBOR,
 PL0299'ABOUT 1-1/4 MILES WEST OF NORTH UNITY, 28 YARDS WEST OF TELEPHONE
 PL0299'POLE 282, AT THE EDGE OF A FOREST, 18 YARDS SOUTH OF A LARGE
 PL0299'BEECH TREE, 11 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 PL0299'AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 PL0299'STAMPED K 88 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0299'6 INCHES ABOVE GROUND.  NOTE-- REPORTED BY U.S. GEOLOGICAL
 PL0299'SURVEY ON SEPT. 1954, ABOUT 72 FT. WEST OF POLE 279 AT EDGE
 PL0299'OF FOREST.
 PL0299
 PL0299                          STATION RECOVERY (1954)
 PL0299
 PL0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 PL0299'RECOVERED IN GOOD CONDITION.
 PL0299
 PL0299                          STATION RECOVERY (1979)
 PL0299
 PL0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0299'GLEN ARBOR, 3 MI N. AND 4.5 MI E. OF, NORTH UNITY, 1 MI N. AND 1 MI
 PL0299'W. OF. T-29N AND R-13W, NEAR THE COR OF SECS 4,5,8,9. 239 FT. E.
 PL0299'ALONG STATE HWY 22 FROM A SMALL CLEARING AND A DRIVEWAY TO THE S., 32
 PL0299'FT. S. AND 2 FT. HIGHER THAN HWY, 54 FT. S. AND ACROSS THE HWY FROM A
 PL0299'LARGE TREE STUMP, IN A CONCRETE POST PROJECTING 3 IN., A STANDARD
 PL0299'TABLET STAMPED K 88 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1368 ***********************************************************************
 MD1368  DESIGNATION -  K 9
 MD1368  PID         -  MD1368
 MD1368  STATE/COUNTY-  MI/ST JOSEPH
 MD1368  USGS QUAD   -  CONSTANTINE (1972)
 MD1368
 MD1368                         *CURRENT SURVEY CONTROL
 MD1368  ___________________________________________________________________
 MD1368* NAD 83(1986)-  41 50 28.     (N)    085 39 37.     (W)     SCALED    
 MD1368* NAVD 88     -       243.099  (meters)     797.57   (feet)  ADJUSTED  
 MD1368  ___________________________________________________________________
 MD1368  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 MD1368  DYNAMIC HT  -         243.013 (meters)     797.29  (feet)  COMP
 MD1368  MODELED GRAV-     980,262.9   (mgal)                       NAVD 88
 MD1368
 MD1368  VERT ORDER  -  FIRST     CLASS II
 MD1368
 MD1368.The horizontal coordinates were scaled from a topographic map and have
 MD1368.an estimated accuracy of +/- 6 seconds.
 MD1368
 MD1368.The orthometric height was determined by differential leveling
 MD1368.and adjusted by the National Geodetic Survey in June 1991..
 MD1368
 MD1368.The geoid height was determined by GEOID03.
 MD1368
 MD1368.The dynamic height is computed by dividing the NAVD 88
 MD1368.geopotential number by the normal gravity value computed on the
 MD1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1368.degrees latitude (g = 980.6199 gals.).
 MD1368
 MD1368.The modeled gravity was interpolated from observed gravity values.
 MD1368
 MD1368;                    North         East    Units  Estimated Accuracy
 MD1368;SPC MI S     -    38,720.    3,892,550.      MT  (+/- 180 meters Scaled)
 MD1368
 MD1368                          SUPERSEDED SURVEY CONTROL
 MD1368
 MD1368  NGVD 29 (??/??/92)  243.237  (m)          798.02   (f) ADJ UNCH    1 2
 MD1368
 MD1368.Superseded values are not recommended for survey control.
 MD1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1368.See file dsdata.txt to determine how the superseded data were derived.
 MD1368
 MD1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM112330(NAD 83)
 MD1368_MARKER: Q = CHISELED SQUARE
 MD1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1368+STABILITY: SURFACE MOTION
 MD1368
 MD1368  HISTORY     - Date     Condition        Report By
 MD1368  HISTORY     - UNK      MONUMENTED       CGS
 MD1368  HISTORY     - 1934     GOOD             NGS
 MD1368  HISTORY     - 1976     GOOD             MIDH
 MD1368  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1368
 MD1368                          STATION DESCRIPTION
 MD1368
 MD1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD1368'AT CONSTANTINE.
 MD1368'AT CONSTANTINE, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 MD1368'RAILROAD, AND 20 FEET NORTHWEST OF THE SOUTH CORNER OF THE
 MD1368'STATION.  A SQUARE, CUT IN THE TOP OF A CONCRETE POST PROJECTING
 MD1368'9 INCHES ABOVE GROUND.
 MD1368
 MD1368                          STATION RECOVERY (1976)
 MD1368
 MD1368'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 MD1368'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
 MD1368
 MD1368                          STATION RECOVERY (1993)
 MD1368
 MD1368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1368'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0116 ***********************************************************************
 PL0116  DESIGNATION -  K 91
 PL0116  PID         -  PL0116
 PL0116  STATE/COUNTY-  MI/CLARE
 PL0116  USGS QUAD   -  
 PL0116
 PL0116                         *CURRENT SURVEY CONTROL
 PL0116  ___________________________________________________________________
 PL0116* NAD 83(1986)-  44 01 11.     (N)    084 47 56.     (W)     SCALED    
 PL0116* NAVD 88     -       354.662  (meters)    1163.59   (feet)  ADJUSTED  
 PL0116  ___________________________________________________________________
 PL0116  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 PL0116  DYNAMIC HT  -         354.597 (meters)    1163.37  (feet)  COMP
 PL0116  MODELED GRAV-     980,425.6   (mgal)                       NAVD 88
 PL0116
 PL0116  VERT ORDER  -  SECOND    CLASS 0
 PL0116
 PL0116.The horizontal coordinates were scaled from a topographic map and have
 PL0116.an estimated accuracy of +/- 6 seconds.
 PL0116
 PL0116.The orthometric height was determined by differential leveling
 PL0116.and adjusted by the National Geodetic Survey in June 1991..
 PL0116
 PL0116.The geoid height was determined by GEOID03.
 PL0116
 PL0116.The dynamic height is computed by dividing the NAVD 88
 PL0116.geopotential number by the normal gravity value computed on the
 PL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0116.degrees latitude (g = 980.6199 gals.).
 PL0116
 PL0116.The modeled gravity was interpolated from observed gravity values.
 PL0116
 PL0116;                    North         East    Units  Estimated Accuracy
 PL0116;SPC MI C     -    78,220.    5,965,340.      MT  (+/- 180 meters Scaled)
 PL0116
 PL0116                          SUPERSEDED SURVEY CONTROL
 PL0116
 PL0116  NGVD 29 (??/??/92)  354.783  (m)         1163.98   (f) ADJ UNCH    2 0
 PL0116
 PL0116.Superseded values are not recommended for survey control.
 PL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0116.See file dsdata.txt to determine how the superseded data were derived.
 PL0116
 PL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP764764(NAD 83)
 PL0116_MARKER: DB = BENCH MARK DISK
 PL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0116_STAMPING: K 91 1934
 PL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0116+STABILITY: SURFACE MOTION
 PL0116
 PL0116  HISTORY     - Date     Condition        Report By
 PL0116  HISTORY     - 1934     MONUMENTED       CGS
 PL0116  HISTORY     - 1942     MARK NOT FOUND   NGS
 PL0116  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0116
 PL0116                          STATION DESCRIPTION
 PL0116
 PL0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 PL0116'AT HARRISON.
 PL0116'AT HARRISON, CLARE COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY
 PL0116'27 AND STATE HIGHWAY 61, 110 FEET NORTH OF THE BEAL CAFE, 58
 PL0116'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 61, 24 FEET WEST
 PL0116'OF THE CENTERLINE OF U.S. HIGHWAY 27, AND LEVEL WITH THE HIGHWAY.
 PL0116'A STANDARD DISK, STAMPED K 91 1934 AND SET IN THE TOP OF A
 PL0116'CONCRETE POST.  NOTE-- ACCORDING TO REPORTS, A TRUCK RAN OVER
 PL0116'THE CONCRETE POST AND DESTROYED IT.  THERE IS NO TRACE OF THE MARK.
 PL0116
 PL0116                          STATION RECOVERY (2001)
 PL0116
 PL0116'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0252 ***********************************************************************
 OK0252  DESIGNATION -  K 92
 OK0252  PID         -  OK0252
 OK0252  STATE/COUNTY-  MI/OSCEOLA
 OK0252  USGS QUAD   -  
 OK0252
 OK0252                         *CURRENT SURVEY CONTROL
 OK0252  ___________________________________________________________________
 OK0252* NAD 83(1986)-  43 53 57.     (N)    085 15 34.     (W)     SCALED    
 OK0252* NAVD 88     -       306.720  (meters)    1006.30   (feet)  ADJUSTED  
 OK0252  ___________________________________________________________________
 OK0252  GEOID HEIGHT-         -32.71  (meters)                     GEOID03
 OK0252  DYNAMIC HT  -         306.673 (meters)    1006.14  (feet)  COMP
 OK0252  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 OK0252
 OK0252  VERT ORDER  -  SECOND    CLASS 0
 OK0252
 OK0252.The horizontal coordinates were scaled from a topographic map and have
 OK0252.an estimated accuracy of +/- 6 seconds.
 OK0252
 OK0252.The orthometric height was determined by differential leveling
 OK0252.and adjusted by the National Geodetic Survey in June 1991..
 OK0252
 OK0252.The geoid height was determined by GEOID03.
 OK0252
 OK0252.The dynamic height is computed by dividing the NAVD 88
 OK0252.geopotential number by the normal gravity value computed on the
 OK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0252.degrees latitude (g = 980.6199 gals.).
 OK0252
 OK0252.The modeled gravity was interpolated from observed gravity values.
 OK0252
 OK0252;                    North         East    Units  Estimated Accuracy
 OK0252;SPC MI C     -    65,130.    5,928,270.      MT  (+/- 180 meters Scaled)
 OK0252
 OK0252                          SUPERSEDED SURVEY CONTROL
 OK0252
 OK0252  NGVD 29 (??/??/92)  306.832  (m)         1006.66   (f) ADJ UNCH    2 0
 OK0252
 OK0252.Superseded values are not recommended for survey control.
 OK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0252.See file dsdata.txt to determine how the superseded data were derived.
 OK0252
 OK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP397621(NAD 83)
 OK0252_MARKER: DB = BENCH MARK DISK
 OK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0252_STAMPING: K 92 1934
 OK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0252+STABILITY: SURFACE MOTION
 OK0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0252+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 OK0252
 OK0252  HISTORY     - Date     Condition        Report By
 OK0252  HISTORY     - 1934     MONUMENTED       CGS
 OK0252  HISTORY     - 1954     GOOD             NGS
 OK0252  HISTORY     - 19940903 GOOD             USPSQD
 OK0252  HISTORY     - 20010927 GOOD             USPSQD
 OK0252
 OK0252                          STATION DESCRIPTION
 OK0252
 OK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0252'AT EVART.
 OK0252'AT EVART, ON THE CHESAPEAKE AND OHIO RAILWAY, 90 YARDS EAST
 OK0252'OF THE STATION, 47 YARDS EAST OF THE CENTERLINE OF U.S. HIGHWAY
 OK0252'10, IN LINE WITH A ROW OF POLES, 21.4 FEET NORTH OF THE NORTH
 OK0252'RAIL OF THE MAIN TRACK, 8.4 FEET SOUTH OF THE SOUTH RAIL OF A
 OK0252'SIDETRACK, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0252'STAMPED K 92 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0252
 OK0252                          STATION RECOVERY (1954)
 OK0252
 OK0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 OK0252'RECOVERED IN GOOD CONDITION.
 OK0252
 OK0252                          STATION RECOVERY (1994)
 OK0252
 OK0252'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0252'RECOVERED IN GOOD CONDITION.
 OK0252
 OK0252                          STATION RECOVERY (2001)
 OK0252
 OK0252'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0252'DISK WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED BETWEEN RAILROAD
 OK0252'STREET AND EIGHT STREET AND IS EAST OF MAIN STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0236 ***********************************************************************
 OK0236  DESIGNATION -  K 93
 OK0236  PID         -  OK0236
 OK0236  STATE/COUNTY-  MI/GLADWIN
 OK0236  USGS QUAD   -  COLEMAN NE (1985)
 OK0236
 OK0236                         *CURRENT SURVEY CONTROL
 OK0236  ___________________________________________________________________
 OK0236* NAD 83(1986)-  43 54 55.     (N)    084 30 19.     (W)     SCALED    
 OK0236* NAVD 88     -       225.937  (meters)     741.26   (feet)  ADJUSTED  
 OK0236  ___________________________________________________________________
 OK0236  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OK0236  DYNAMIC HT  -         225.898 (meters)     741.13  (feet)  COMP
 OK0236  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 OK0236
 OK0236  VERT ORDER  -  SECOND    CLASS 0
 OK0236
 OK0236.The horizontal coordinates were scaled from a topographic map and have
 OK0236.an estimated accuracy of +/- 6 seconds.
 OK0236
 OK0236.The orthometric height was determined by differential leveling
 OK0236.and adjusted by the National Geodetic Survey in June 1991..
 OK0236
 OK0236.The geoid height was determined by GEOID03.
 OK0236
 OK0236.The dynamic height is computed by dividing the NAVD 88
 OK0236.geopotential number by the normal gravity value computed on the
 OK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0236.degrees latitude (g = 980.6199 gals.).
 OK0236
 OK0236.The modeled gravity was interpolated from observed gravity values.
 OK0236
 OK0236;                    North         East    Units  Estimated Accuracy
 OK0236;SPC MI C     -    66,530.    5,988,870.      MT  (+/- 180 meters Scaled)
 OK0236
 OK0236                          SUPERSEDED SURVEY CONTROL
 OK0236
 OK0236  NGVD 29 (??/??/92)  226.098  (m)          741.79   (f) ADJ UNCH    2 0
 OK0236
 OK0236.Superseded values are not recommended for survey control.
 OK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0236.See file dsdata.txt to determine how the superseded data were derived.
 OK0236
 OK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP002654(NAD 83)
 OK0236_MARKER: DB = BENCH MARK DISK
 OK0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0236_STAMPING: K 93 1934
 OK0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0236+STABILITY: SURFACE MOTION
 OK0236
 OK0236  HISTORY     - Date     Condition        Report By
 OK0236  HISTORY     - 1934     MONUMENTED       CGS
 OK0236  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0236
 OK0236                          STATION DESCRIPTION
 OK0236
 OK0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0236'2.8 MI N FROM BEAVERTON.
 OK0236'2.8 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE POST OFFICE AT
 OK0236'BEAVERTON, GLADWIN COUNTY, AT THE NORTH END OF A ROW OF
 OK0236'COTTONWOOD TREES, 60 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 OK0236'33.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH
 OK0236'THE ROADWAY.  A STANDARD DISK, STAMPED K 93 1934 AND SET IN THE
 OK0236'TOP OF A CONCRETE POST.
 OK0236
 OK0236                          STATION RECOVERY (1998)
 OK0236
 OK0236'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0040 ***********************************************************************
 PM0040  DESIGNATION -  K 94
 PM0040  PID         -  PM0040
 PM0040  STATE/COUNTY-  MI/MANISTEE
 PM0040  USGS QUAD   -  MILLERTON (1987)
 PM0040
 PM0040                         *CURRENT SURVEY CONTROL
 PM0040  ___________________________________________________________________
 PM0040* NAD 83(1986)-  44 20 30.     (N)    086 00 56.     (W)     SCALED    
 PM0040* NAVD 88     -       221.029  (meters)     725.16   (feet)  ADJUSTED  
 PM0040  ___________________________________________________________________
 PM0040  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 PM0040  DYNAMIC HT  -         221.000 (meters)     725.06  (feet)  COMP
 PM0040  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PM0040
 PM0040  VERT ORDER  -  SECOND    CLASS 0
 PM0040
 PM0040.The horizontal coordinates were scaled from a topographic map and have
 PM0040.an estimated accuracy of +/- 6 seconds.
 PM0040
 PM0040.The orthometric height was determined by differential leveling
 PM0040.and adjusted by the National Geodetic Survey in June 1991..
 PM0040
 PM0040.The geoid height was determined by GEOID03.
 PM0040
 PM0040.The dynamic height is computed by dividing the NAVD 88
 PM0040.geopotential number by the normal gravity value computed on the
 PM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0040.degrees latitude (g = 980.6199 gals.).
 PM0040
 PM0040.The modeled gravity was interpolated from observed gravity values.
 PM0040
 PM0040;                    North         East    Units  Estimated Accuracy
 PM0040;SPC MI C     -   115,240.    5,868,520.      MT  (+/- 180 meters Scaled)
 PM0040
 PM0040                          SUPERSEDED SURVEY CONTROL
 PM0040
 PM0040  NGVD 29 (??/??/92)  221.125  (m)          725.47   (f) ADJ UNCH    2 0
 PM0040
 PM0040.Superseded values are not recommended for survey control.
 PM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0040.See file dsdata.txt to determine how the superseded data were derived.
 PM0040
 PM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ784102(NAD 83)
 PM0040_MARKER: DB = BENCH MARK DISK
 PM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PM0040_STAMPING: K 94 1934
 PM0040_MARK LOGO: CGS   
 PM0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PM0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0040+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0040
 PM0040  HISTORY     - Date     Condition        Report By
 PM0040  HISTORY     - 1934     MONUMENTED       CGS
 PM0040  HISTORY     - 1954     POOR             NGS
 PM0040  HISTORY     - 1984     POOR             NGS
 PM0040  HISTORY     - 20010331 POOR             NGS
 PM0040  HISTORY     - 20040424 GOOD             USPSQD
 PM0040
 PM0040                          STATION DESCRIPTION
 PM0040
 PM0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PM0040'2.3 MI S FROM KALEVA.
 PM0040'2.3 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 PM0040'STATION AT KALEVA, MANISTEE COUNTY, AT A ROAD CROSSING, 46 FEET
 PM0040'NORTH OF THE CENTERLINE OF THE ROAD, 31 FEET WEST OF THE WEST RAIL,
 PM0040'AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 PM0040'K 94 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PM0040'INCHES ABOVE GROUND.  NOTE-- THE DISK HAS BEEN BROKEN IN HALF.
 PM0040
 PM0040                          STATION RECOVERY (1984)
 PM0040
 PM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PM0040'RECOVERED IN POOR CONDITION.  NOT LEVELED TO THIS SURVEY.  THE DISK
 PM0040'HAS BEEN CUT IN HALF AND HALF THE DISK REMAINS, THE RAILROAD HAS BEEN
 PM0040'REMOVED AND THE RAILROAD BED IS NOW A DIRT ROAD.
 PM0040
 PM0040                          STATION RECOVERY (2001)
 PM0040
 PM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0040'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0040' 
 PM0040
 PM0040                          STATION RECOVERY (2004)
 PM0040
 PM0040'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0450 ***********************************************************************
 OK0450  DESIGNATION -  K 95
 OK0450  PID         -  OK0450
 OK0450  STATE/COUNTY-  MI/NEWAYGO
 OK0450  USGS QUAD   -  WHITE CLOUD (1985)
 OK0450
 OK0450                         *CURRENT SURVEY CONTROL
 OK0450  ___________________________________________________________________
 OK0450* NAD 83(1986)-  43 37 29.     (N)    085 48 39.     (W)     SCALED    
 OK0450* NAVD 88     -       292.914  (meters)     961.00   (feet)  ADJUSTED  
 OK0450  ___________________________________________________________________
 OK0450  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 OK0450  DYNAMIC HT  -         292.856 (meters)     960.81  (feet)  COMP
 OK0450  MODELED GRAV-     980,412.5   (mgal)                       NAVD 88
 OK0450
 OK0450  VERT ORDER  -  SECOND    CLASS 0
 OK0450
 OK0450.The horizontal coordinates were scaled from a topographic map and have
 OK0450.an estimated accuracy of +/- 6 seconds.
 OK0450
 OK0450.The orthometric height was determined by differential leveling
 OK0450.and adjusted by the National Geodetic Survey in June 1991..
 OK0450
 OK0450.The geoid height was determined by GEOID03.
 OK0450
 OK0450.The dynamic height is computed by dividing the NAVD 88
 OK0450.geopotential number by the normal gravity value computed on the
 OK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0450.degrees latitude (g = 980.6199 gals.).
 OK0450
 OK0450.The modeled gravity was interpolated from observed gravity values.
 OK0450
 OK0450;                    North         East    Units  Estimated Accuracy
 OK0450;SPC MI S     -   237,020.    3,883,450.      MT  (+/- 180 meters Scaled)
 OK0450
 OK0450                          SUPERSEDED SURVEY CONTROL
 OK0450
 OK0450  NGVD 29 (??/??/92)  293.018  (m)          961.34   (f) ADJ UNCH    2 0
 OK0450
 OK0450.Superseded values are not recommended for survey control.
 OK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0450.See file dsdata.txt to determine how the superseded data were derived.
 OK0450
 OK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP959308(NAD 83)
 OK0450_MARKER: DB = BENCH MARK DISK
 OK0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0450_STAMPING: K 95 1934
 OK0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0450+STABILITY: SURFACE MOTION
 OK0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0450+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 OK0450
 OK0450  HISTORY     - Date     Condition        Report By
 OK0450  HISTORY     - 1934     MONUMENTED       CGS
 OK0450  HISTORY     - 1957     MARK NOT FOUND   NGS
 OK0450  HISTORY     - 1957     MARK NOT FOUND   USGS
 OK0450  HISTORY     - 19960527 GOOD             USPSQD
 OK0450  HISTORY     - 20031217 MARK NOT FOUND   STS
 OK0450  HISTORY     - 20060902 GOOD             GEOCAC
 OK0450
 OK0450                          STATION DESCRIPTION
 OK0450
 OK0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OK0450'1.6 MI N FROM RAMONA.
 OK0450'1.6 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0450'STATION AT RAMONA, NEWAYGO COUNTY,56 FEET WEST OF THE CENTERLINE
 OK0450'OF STATE HIGHWAY 37, ABOVE ROAD CROSSING, 28.2 FEET EAST OF THE
 OK0450'INTERSECTION OF THE CENTERLINE OF THE ROAD AND THE EAST RAIL,
 OK0450'8 FEET WEST OF A ROW OF POLES, AND ABOUT 2 FEET HIGHER THAN THE
 OK0450'TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 95 1934 AND SET
 OK0450'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 OK0450
 OK0450                          STATION RECOVERY (1957)
 OK0450
 OK0450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OK0450'MARK NOT FOUND.
 OK0450
 OK0450                          STATION RECOVERY (1996)
 OK0450
 OK0450'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0450'RECOVERED IN GOOD CONDITION.
 OK0450
 OK0450                          STATION RECOVERY (2003)
 OK0450
 OK0450'RECOVERY NOTE BY STS CONSULTANTS 2003
 OK0450'MARK NOT FOUND.
 OK0450
 OK0450                          STATION RECOVERY (2006)
 OK0450
 OK0450'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 OK0450'PERFECT CONDITION AT STATED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0050 ***********************************************************************
 OL0050  DESIGNATION -  K 96
 OL0050  PID         -  OL0050
 OL0050  STATE/COUNTY-  MI/MUSKEGON
 OL0050  USGS QUAD   -  BIG BLUE LAKE (1985)
 OL0050
 OL0050                         *CURRENT SURVEY CONTROL
 OL0050  ___________________________________________________________________
 OL0050* NAD 83(1986)-  43 23 01.     (N)    086 08 13.     (W)     SCALED    
 OL0050* NAVD 88     -       213.608  (meters)     700.81   (feet)  ADJUSTED  
 OL0050  ___________________________________________________________________
 OL0050  GEOID HEIGHT-         -34.00  (meters)                     GEOID03
 OL0050  DYNAMIC HT  -         213.564 (meters)     700.67  (feet)  COMP
 OL0050  MODELED GRAV-     980,408.2   (mgal)                       NAVD 88
 OL0050
 OL0050  VERT ORDER  -  SECOND    CLASS 0
 OL0050
 OL0050.The horizontal coordinates were scaled from a topographic map and have
 OL0050.an estimated accuracy of +/- 6 seconds.
 OL0050
 OL0050.The orthometric height was determined by differential leveling
 OL0050.and adjusted by the National Geodetic Survey in June 1991..
 OL0050
 OL0050.The geoid height was determined by GEOID03.
 OL0050
 OL0050.The dynamic height is computed by dividing the NAVD 88
 OL0050.geopotential number by the normal gravity value computed on the
 OL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0050.degrees latitude (g = 980.6199 gals.).
 OL0050
 OL0050.The modeled gravity was interpolated from observed gravity values.
 OL0050
 OL0050;                    North         East    Units  Estimated Accuracy
 OL0050;SPC MI S     -   210,740.    3,856,570.      MT  (+/- 180 meters Scaled)
 OL0050
 OL0050                          SUPERSEDED SURVEY CONTROL
 OL0050
 OL0050  NGVD 29 (??/??/92)  213.731  (m)          701.22   (f) ADJ UNCH    2 0
 OL0050
 OL0050.Superseded values are not recommended for survey control.
 OL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0050.See file dsdata.txt to determine how the superseded data were derived.
 OL0050
 OL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP699037(NAD 83)
 OL0050_MARKER: DB = BENCH MARK DISK
 OL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0050_STAMPING: K 96 1934
 OL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0050+STABILITY: SURFACE MOTION
 OL0050
 OL0050  HISTORY     - Date     Condition        Report By
 OL0050  HISTORY     - 1934     MONUMENTED       CGS
 OL0050  HISTORY     - 1979     MARK NOT FOUND   USGS
 OL0050  HISTORY     - 1984     GOOD             NGS
 OL0050  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0050  HISTORY     - 19940627 MARK NOT FOUND   USPSQD
 OL0050
 OL0050                          STATION DESCRIPTION
 OL0050
 OL0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0050'2.3 MI NE FROM TWIN LAKE.
 OL0050'2.3 MILES NORTHEAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OL0050'THE STATION AT TWIN LAKE, MUSKEGON COUNTY, AT THE LINDERMAN
 OL0050'BUS STOP, AT A ROAD CROSSING, 40 FEET NORTHEAST OF THE CENTERLINE
 OL0050'OF THE ROAD, 54 FEET NORTHWEST OF THE CENTERLINE OF STATE
 OL0050'HIGHWAY 20, 39 FEET EAST OF THE EAST RAIL, AND ABOUT LEVEL
 OL0050'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED K 96 1934
 OL0050'AND SET IN THE TOP OF A CONCRETE POST.
 OL0050
 OL0050                          STATION RECOVERY (1979)
 OL0050
 OL0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0050'MARK NOT FOUND.
 OL0050
 OL0050                          STATION RECOVERY (1984)
 OL0050
 OL0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0050'RECOVERED IN GOOD CONDITION.
 OL0050
 OL0050                          STATION RECOVERY (1987)
 OL0050
 OL0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0050'MARK NOT FOUND.
 OL0050
 OL0050                          STATION RECOVERY (1994)
 OL0050
 OL0050'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0396 ***********************************************************************
 OK0396  DESIGNATION -  K 97
 OK0396  PID         -  OK0396
 OK0396  STATE/COUNTY-  MI/KENT
 OK0396  USGS QUAD   -  CEDAR SPRINGS SW (1982)
 OK0396
 OK0396                         *CURRENT SURVEY CONTROL
 OK0396  ___________________________________________________________________
 OK0396* NAD 83(1986)-  43 01 38.     (N)    085 40 09.     (W)     SCALED    
 OK0396* NAVD 88     -       190.348  (meters)     624.50   (feet)  ADJUSTED  
 OK0396  ___________________________________________________________________
 OK0396  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OK0396  DYNAMIC HT  -         190.300 (meters)     624.34  (feet)  COMP
 OK0396  MODELED GRAV-     980,363.8   (mgal)                       NAVD 88
 OK0396
 OK0396  VERT ORDER  -  SECOND    CLASS 0
 OK0396
 OK0396.The horizontal coordinates were scaled from a topographic map and have
 OK0396.an estimated accuracy of +/- 6 seconds.
 OK0396
 OK0396.The orthometric height was determined by differential leveling
 OK0396.and adjusted by the National Geodetic Survey in June 1991..
 OK0396
 OK0396.The geoid height was determined by GEOID03.
 OK0396
 OK0396.The dynamic height is computed by dividing the NAVD 88
 OK0396.geopotential number by the normal gravity value computed on the
 OK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0396.degrees latitude (g = 980.6199 gals.).
 OK0396
 OK0396.The modeled gravity was interpolated from observed gravity values.
 OK0396
 OK0396;                    North         East    Units  Estimated Accuracy
 OK0396;SPC MI S     -   170,460.    3,893,850.      MT  (+/- 180 meters Scaled)
 OK0396
 OK0396                          SUPERSEDED SURVEY CONTROL
 OK0396
 OK0396  NGVD 29 (??/??/92)  190.485  (m)          624.95   (f) ADJ UNCH    2 0
 OK0396
 OK0396.Superseded values are not recommended for survey control.
 OK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0396.See file dsdata.txt to determine how the superseded data were derived.
 OK0396
 OK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN084646(NAD 83)
 OK0396_MARKER: DB = BENCH MARK DISK
 OK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0396_STAMPING: K 97 1934
 OK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0396+STABILITY: SURFACE MOTION
 OK0396
 OK0396  HISTORY     - Date     Condition        Report By
 OK0396  HISTORY     - 1934     MONUMENTED       CGS
 OK0396  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 OK0396
 OK0396                          STATION DESCRIPTION
 OK0396
 OK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0396'AT COMSTOCK PARK.
 OK0396'AT COMSTOCK PARK, KENT COUNTY, ON THE CHESAPEAKE AND OHIO
 OK0396'RAILWAY, 460 YARDS SOUTH OF THE STATION, AT A ROAD CROSSING, 31
 OK0396'FEET NORTH OF THE CENTERLINE OF THE ROAD, 28 FEET WEST OF THE
 OK0396'WEST RAIL OF THE TRACK, 27 FEET EAST OF THE EAST RAIL OF THE
 OK0396'PENNSYLVANIA RAILROAD TRACK, 4 FEET NORTH OF A POLE, AND 2-1/2
 OK0396'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0396'K 97 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0396'10 INCHES ABOVE GROUND.
 OK0396
 OK0396                          STATION RECOVERY (1983)
 OK0396
 OK0396'RECOVERY NOTE BY US POWER SQUADRON 1983
 OK0396'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0720 ***********************************************************************
 NF0720  DESIGNATION -  K 99
 NF0720  PID         -  NF0720
 NF0720  STATE/COUNTY-  MI/OTTAWA
 NF0720  USGS QUAD   -  GRANDVILLE (1981)
 NF0720
 NF0720                         *CURRENT SURVEY CONTROL
 NF0720  ___________________________________________________________________
 NF0720* NAD 83(1986)-  42 53 49.     (N)    085 48 35.     (W)     SCALED    
 NF0720* NAVD 88     -       188.657  (meters)     618.95   (feet)  ADJUSTED  
 NF0720  ___________________________________________________________________
 NF0720  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF0720  DYNAMIC HT  -         188.609 (meters)     618.79  (feet)  COMP
 NF0720  MODELED GRAV-     980,363.3   (mgal)                       NAVD 88
 NF0720
 NF0720  VERT ORDER  -  SECOND    CLASS 0
 NF0720
 NF0720.The horizontal coordinates were scaled from a topographic map and have
 NF0720.an estimated accuracy of +/- 6 seconds.
 NF0720
 NF0720.The orthometric height was determined by differential leveling
 NF0720.and adjusted by the National Geodetic Survey in June 1991..
 NF0720
 NF0720.The geoid height was determined by GEOID03.
 NF0720
 NF0720.The dynamic height is computed by dividing the NAVD 88
 NF0720.geopotential number by the normal gravity value computed on the
 NF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0720.degrees latitude (g = 980.6199 gals.).
 NF0720
 NF0720.The modeled gravity was interpolated from observed gravity values.
 NF0720
 NF0720;                    North         East    Units  Estimated Accuracy
 NF0720;SPC MI S     -   156,180.    3,882,150.      MT  (+/- 180 meters Scaled)
 NF0720
 NF0720                          SUPERSEDED SURVEY CONTROL
 NF0720
 NF0720  NGVD 29 (??/??/92)  188.798  (m)          619.41   (f) ADJ UNCH    2 0
 NF0720
 NF0720.Superseded values are not recommended for survey control.
 NF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0720.See file dsdata.txt to determine how the superseded data were derived.
 NF0720
 NF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN971500(NAD 83)
 NF0720_MARKER: DB = BENCH MARK DISK
 NF0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0720_STAMPING: K 99 1934
 NF0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0720+STABILITY: SURFACE MOTION
 NF0720
 NF0720  HISTORY     - Date     Condition        Report By
 NF0720  HISTORY     - 1934     MONUMENTED       CGS
 NF0720  HISTORY     - 1957     MARK NOT FOUND   NGS
 NF0720  HISTORY     - 19960315 MARK NOT FOUND   MIDT
 NF0720  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0720
 NF0720                          STATION DESCRIPTION
 NF0720
 NF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NF0720'1.2 MI SW FROM JENISON.
 NF0720'1.2 MILES SOUTHWEST ALONG THE PERE MARQUETTE DISTRICT OF THE
 NF0720'CHESAPEAKE AND OHIO RAILWAY FROM THE STATION AT JENISON, OTTAWA
 NF0720'COUNTY, ACROSS STATE HIGHWAY 21 FROM THE HOME OF FRED PLAGGEMEYER,
 NF0720'10.9 FEET NORTH OF POLE 21/5, 29.5 FEET NORTH OF THE NORTH EDGE
 NF0720'OF THE HIGHWAY, 27.7 FEET SOUTH OF THE SOUTH RAIL, 3 FEET HIGHER
 NF0720'THAN THE HIGHWAY, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 NF0720'DISK, STAMPED K 99 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0720
 NF0720                          STATION RECOVERY (1996)
 NF0720
 NF0720'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (RC)
 NF0720'NOT RECOVERED.
 NF0720
 NF0720                          STATION RECOVERY (2005)
 NF0720
 NF0720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0720'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0861 ***********************************************************************
 MC0861  DESIGNATION -  K C OF M
 MC0861  PID         -  MC0861
 MC0861  STATE/COUNTY-  MI/MONROE
 MC0861  USGS QUAD   -  MONROE (1979)
 MC0861
 MC0861                         *CURRENT SURVEY CONTROL
 MC0861  ___________________________________________________________________
 MC0861* NAD 83(1986)-  41 54 44.     (N)    083 23 08.     (W)     SCALED    
 MC0861* NAVD 88     -       179.374  (meters)     588.50   (feet)  ADJUSTED  
 MC0861  ___________________________________________________________________
 MC0861  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0861  DYNAMIC HT  -         179.310 (meters)     588.29  (feet)  COMP
 MC0861  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 MC0861
 MC0861  VERT ORDER  -  FIRST     CLASS 0
 MC0861
 MC0861.The horizontal coordinates were scaled from a topographic map and have
 MC0861.an estimated accuracy of +/- 6 seconds.
 MC0861
 MC0861.The orthometric height was determined by differential leveling
 MC0861.and adjusted by the National Geodetic Survey in June 1991..
 MC0861
 MC0861.The geoid height was determined by GEOID03.
 MC0861
 MC0861.The dynamic height is computed by dividing the NAVD 88
 MC0861.geopotential number by the normal gravity value computed on the
 MC0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0861.degrees latitude (g = 980.6199 gals.).
 MC0861
 MC0861.The modeled gravity was interpolated from observed gravity values.
 MC0861
 MC0861;                    North         East    Units  Estimated Accuracy
 MC0861;SPC MI S     -    46,260.    4,081,400.      MT  (+/- 180 meters Scaled)
 MC0861
 MC0861                          SUPERSEDED SURVEY CONTROL
 MC0861
 MC0861  NGVD 29 (??/??/92)  179.542  (m)          589.05   (f) ADJ UNCH    1 0
 MC0861
 MC0861.Superseded values are not recommended for survey control.
 MC0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0861.See file dsdata.txt to determine how the superseded data were derived.
 MC0861
 MC0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG021427(NAD 83)
 MC0861_MARKER: DD = SURVEY DISK
 MC0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MC0861_STAMPING: K 1932
 MC0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MC0861
 MC0861  HISTORY     - Date     Condition        Report By
 MC0861  HISTORY     - 1923     MONUMENTED       MI3320
 MC0861  HISTORY     - 1969     GOOD             USLS
 MC0861
 MC0861                          STATION DESCRIPTION
 MC0861
 MC0861'DESCRIBED BY US LAKE SURVEY 1969
 MC0861'IN MONROE.
 MC0861'A BENCHMARK ESTABLISHED BY THE CITY OF MONROE, IS IN THE NORTH PART OF
 MC0861'MONROE, MONROE COUNTY, MICHIGAN ON THE NORTH SIDE OF FRONT STREET TWO
 MC0861'BLOCKS WEST OF WINCHESTER STREET, ON THE SOUTH FACE OF THE FILTRATION
 MC0861'PLANT, 0.5 FOOT FROM SOUTHWEST CORNER, 13.5 FEET FROM WEST SIDE OF
 MC0861'DOORWAY, 2-1/2 FEET ABOVE THE GROUND, BEING THE CENTER OF HORIZONTAL
 MC0861'GROOVE IN END OF 1-3/8-INCH BRASS PLUG SET INTO CONCRETE FOUNDATION
 MC0861'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0522 ***********************************************************************
 RK0522  DESIGNATION -  K I SAWYER AFB EAST WATER TANK
 RK0522  PID         -  RK0522
 RK0522  STATE/COUNTY-  MI/MARQUETTE
 RK0522  USGS QUAD   -  LITTLE LAKE (1985)
 RK0522
 RK0522                         *CURRENT SURVEY CONTROL
 RK0522  ___________________________________________________________________
 RK0522* NAD 83(1994)-  46 20 01.77842(N)    087 21 37.73473(W)     ADJUSTED  
 RK0522* NAVD 88     -                                                        
 RK0522  ___________________________________________________________________
 RK0522  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 RK0522  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 RK0522
 RK0522  HORZ ORDER  -  THIRD
 RK0522
 RK0522.The horizontal coordinates were established by classical geodetic methods
 RK0522.and adjusted by the National Geodetic Survey in February 1997..
 RK0522
 RK0522
 RK0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0522
 RK0522.The geoid height was determined by GEOID03.
 RK0522
 RK0522;                    North         East     Units Scale Factor Converg.
 RK0522;SPC MI N     -   172,391.366 7,972,247.075   MT  0.99990319   -0 15 38.0
 RK0522;SPC MI N     -   565,588.47 26,155,666.26   iFT  0.99990319   -0 15 38.0
 RK0522;UTM  16      - 5,131,202.222   472,255.403   MT  0.99960946   -0 15 38.8
 RK0522
 RK0522                          SUPERSEDED SURVEY CONTROL
 RK0522
 RK0522  NAD 83(1986)-  46 20 01.77276(N)    087 21 37.73108(W) AD(       ) 4
 RK0522  NAD 27      -  46 20 01.98000(N)    087 21 37.23300(W) AD(       ) 3
 RK0522
 RK0522.Superseded values are not recommended for survey control.
 RK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0522.See file dsdata.txt to determine how the superseded data were derived.
 RK0522
 RK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7225531202(NAD 83)
 RK0522_MARKER: 53 = ELEVATED TANK
 RK0522
 RK0522  HISTORY     - Date     Condition        Report By
 RK0522  HISTORY     - 1961     FIRST OBSERVED   CGS
 RK0522  HISTORY     - 19940702 GOOD             USPSQD
 RK0522  HISTORY     - 20010331 GOOD             NGS
 RK0522  HISTORY     - 20041009 GOOD             USPSQD
 RK0522  HISTORY     - 20060916 GOOD             GEOCAC
 RK0522
 RK0522                          STATION DESCRIPTION
 RK0522
 RK0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0522'THIS STATION IS LOCATED IN THE HOUSING SECTION, IN THE EAST EDGE OF
 RK0522'THE K I SAWYER AIR FORCE BASE.  IT IS AT THE SOUTH END OF ELECTRA
 RK0522'STREET, ABOUT 0.15 MILE SOUTH OF VOODOO AVENUE.
 RK0522'
 RK0522'THE TANK IS APPROXIMATELY 135 FEET HIGH, SUPPORTED BY 4 LEGS AND
 RK0522'PAINTED SILVER.
 RK0522'
 RK0522'THE POINT INTERSECTED WAS THE VENT ON TOP.
 RK0522
 RK0522                          STATION RECOVERY (1994)
 RK0522
 RK0522'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0522'RECOVERED IN GOOD CONDITION.
 RK0522
 RK0522                          STATION RECOVERY (2001)
 RK0522
 RK0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0522'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RK0522
 RK0522                          STATION RECOVERY (2004)
 RK0522
 RK0522'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0522'TANK IS NOW PAINTED AN IVORY COLOR. AIRFORCE BASE WAS CLOSED AND
 RK0522'PROPERTY IS NOW UNDER COUNTY AND TOWNSHIP OWNERSHIP.
 RK0522
 RK0522                          STATION RECOVERY (2006)
 RK0522
 RK0522'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0535 ***********************************************************************
 RK0535  DESIGNATION -  K I SAWYER AFB TANK BCN STAFF
 RK0535  PID         -  RK0535
 RK0535  STATE/COUNTY-  MI/MARQUETTE
 RK0535  USGS QUAD   -  GWINN (1975)
 RK0535
 RK0535                         *CURRENT SURVEY CONTROL
 RK0535  ___________________________________________________________________
 RK0535* NAD 83(1994)-  46 20 13.01480(N)    087 23 07.86503(W)     ADJUSTED  
 RK0535* NAVD 88     -                                                        
 RK0535  ___________________________________________________________________
 RK0535  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 RK0535  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 RK0535
 RK0535  HORZ ORDER  -  THIRD
 RK0535
 RK0535.The horizontal coordinates were established by classical geodetic methods
 RK0535.and adjusted by the National Geodetic Survey in February 1997..
 RK0535
 RK0535
 RK0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0535
 RK0535.The geoid height was determined by GEOID03.
 RK0535
 RK0535;                    North         East     Units Scale Factor Converg.
 RK0535;SPC MI N     -   172,747.346 7,970,321.281   MT  0.99990324   -0 16 43.1
 RK0535;SPC MI N     -   566,756.38 26,149,348.03   iFT  0.99990324   -0 16 43.1
 RK0535;UTM  16      - 5,131,558.106   470,330.174   MT  0.99961082   -0 16 44.0
 RK0535
 RK0535                          SUPERSEDED SURVEY CONTROL
 RK0535
 RK0535  NAD 83(1986)-  46 20 13.00944(N)    087 23 07.86156(W) AD(       ) 4
 RK0535  NAD 27      -  46 20 13.20400(N)    087 23 07.36500(W) AD(       ) 3
 RK0535
 RK0535.Superseded values are not recommended for survey control.
 RK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0535.See file dsdata.txt to determine how the superseded data were derived.
 RK0535
 RK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7033031558(NAD 83)
 RK0535_MARKER: 53 = ELEVATED TANK
 RK0535
 RK0535  HISTORY     - Date     Condition        Report By
 RK0535  HISTORY     - 1961     FIRST OBSERVED   CGS
 RK0535  HISTORY     - 1975     GOOD             NGS
 RK0535  HISTORY     - 20041009 GOOD             USPSQD
 RK0535  HISTORY     - 20060916 GOOD             GEOCAC
 RK0535
 RK0535                          STATION DESCRIPTION
 RK0535
 RK0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RK0535'THIS STATION IS LOCATED ON THE K I SAWYER AIR FORCE BASE, ABOUT
 RK0535'0.15 MILE NORTH OF THE BASE HEATING PLANT.
 RK0535'
 RK0535'THE TANK IS APPROXIMATELY 135 FEET HIGH, SUPPORTED BY 5 LEGS, PAINTED
 RK0535'SILVER AND HAS A ROTATING BEACON ON TOP.
 RK0535'
 RK0535'THE POINT INTERSECTED WAS A STAFF SUPPORTING A RED LIGHT, PROJECTING
 RK0535'FROM THE SOUTHWEST CORNER OF THE PLATFORM AROUND THE BEACON.
 RK0535
 RK0535                          STATION RECOVERY (1975)
 RK0535
 RK0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (JLC)
 RK0535'THE STATION WAS RECOVERED AS DESCRIBED IN 1969.
 RK0535'
 RK0535'THIS STATION WAS PREVIOUSLY LISTED AS K. I. SAWYER AFB WATER TANK
 RK0535'BEACON STAFF.
 RK0535
 RK0535                          STATION RECOVERY (2004)
 RK0535
 RK0535'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0535'AIRFORCE BASE WAS CLOSED AND PROPERTY IS NOW UNDER COUNTY AND TOWNSHIP
 RK0535'OWNERSHIP.
 RK0535
 RK0535                          STATION RECOVERY (2006)
 RK0535
 RK0535'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5565 ***********************************************************************
 AJ5565  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5565  DESIGNATION -  KALAMAZOO CORS ARP
 AJ5565  CORS_ID     -  SOWR
 AJ5565  PID         -  AJ5565
 AJ5565  STATE/COUNTY-  MI/KALAMAZOO
 AJ5565  USGS QUAD   -  PORTAGE (1979)
 AJ5565
 AJ5565                         *CURRENT SURVEY CONTROL
 AJ5565  ___________________________________________________________________
 AJ5565* NAD 83(CORS)-  42 13 33.09020(N)    085 32 00.82125(W)     ADJUSTED  
 AJ5565* NAVD 88     -                                                        
 AJ5565  ___________________________________________________________________
 AJ5565  EPOCH DATE  -        2002.00
 AJ5565  X           -     368,376.449 (meters)                     COMP
 AJ5565  Y           -  -4,715,982.290 (meters)                     COMP
 AJ5565  Z           -   4,264,370.519 (meters)                     COMP
 AJ5565  ELLIP HEIGHT-         232.57  (meters)          (03/??/02) GPS OBS
 AJ5565  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 AJ5565
 AJ5565  HORZ ORDER  -  SPECIAL (CORS)
 AJ5565  ELLP ORDER  -  SPECIAL (CORS)
 AJ5565
 AJ5565.ITRF positions are available for this station.
 AJ5565.The coordinates were established by GPS observations
 AJ5565.and adjusted by the National Geodetic Survey in March 2002..
 AJ5565.The coordinates are valid at the epoch date displayed above.
 AJ5565.The epoch date for horizontal control is a decimal equivalence
 AJ5565.of Year/Month/Day.
 AJ5565
 AJ5565
 AJ5565.The PID for the CORS L1 Phase Center is DG4059.
 AJ5565
 AJ5565.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5565
 AJ5565.The ellipsoidal height was determined by GPS observations
 AJ5565.and is referenced to NAD 83.
 AJ5565
 AJ5565.The geoid height was determined by GEOID03.
 AJ5565
 AJ5565;                    North         East     Units Scale Factor Converg.
 AJ5565;SPC MI S     -    81,294.841 3,903,670.232   MT  0.99997258   -0 47 38.8
 AJ5565;SPC MI S     -   266,715.36 12,807,317.03   iFT  0.99997258   -0 47 38.8
 AJ5565
 AJ5565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5565!SPC MI S     -   0.99996353  x   0.99997258  =   0.99993611
 AJ5565
 AJ5565                          SUPERSEDED SURVEY CONTROL
 AJ5565
 AJ5565  NAD 83(CORS)-  42 13 33.09019(N)    085 32 00.82124(W) AD(1997.00) c
 AJ5565  ELLIP H (10/??/01)  232.57   (m)                       GP(1997.00) c c
 AJ5565
 AJ5565.Superseded values are not recommended for survey control.
 AJ5565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5565.See file dsdata.txt to determine how the superseded data were derived.
 AJ5565
 AJ5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2101875894(NAD 83)
 AJ5565_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5565
 AJ5565                          STATION DESCRIPTION
 AJ5565
 AJ5565'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5565'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5565'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5565'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5565'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5565'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4059 ***********************************************************************
 DG4059  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4059  DESIGNATION -  KALAMAZOO CORS L1 PHASE CENTER
 DG4059  CORS_ID     -  SOWR
 DG4059  PID         -  DG4059
 DG4059  STATE/COUNTY-  MI/KALAMAZOO
 DG4059  USGS QUAD   -  PORTAGE (1979)
 DG4059
 DG4059                         *CURRENT SURVEY CONTROL
 DG4059  ___________________________________________________________________
 DG4059* NAD 83(CORS)-  42 13 33.09028(N)    085 32 00.82119(W)     ADJUSTED  
 DG4059* NAVD 88     -                                                        
 DG4059  ___________________________________________________________________
 DG4059  EPOCH DATE  -        2002.00
 DG4059  X           -     368,376.456 (meters)                     COMP
 DG4059  Y           -  -4,715,982.362 (meters)                     COMP
 DG4059  Z           -   4,264,370.588 (meters)                     COMP
 DG4059  ELLIP HEIGHT-         232.67  (meters)          (03/??/02) GPS OBS
 DG4059  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 DG4059
 DG4059  HORZ ORDER  -  SPECIAL (CORS)
 DG4059  ELLP ORDER  -  SPECIAL (CORS)
 DG4059
 DG4059.ITRF positions are available for this station.
 DG4059.The coordinates were established by GPS observations
 DG4059.and adjusted by the National Geodetic Survey in March 2002..
 DG4059.The coordinates are valid at the epoch date displayed above.
 DG4059.The epoch date for horizontal control is a decimal equivalence
 DG4059.of Year/Month/Day.
 DG4059
 DG4059
 DG4059.The PID for the CORS ARP is AJ5565.
 DG4059
 DG4059.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4059
 DG4059.The ellipsoidal height was determined by GPS observations
 DG4059.and is referenced to NAD 83.
 DG4059
 DG4059.The geoid height was determined by GEOID03.
 DG4059
 DG4059;                    North         East     Units Scale Factor Converg.
 DG4059;SPC MI S     -    81,294.844 3,903,670.233   MT  0.99997258   -0 47 38.8
 DG4059;SPC MI S     -   266,715.37 12,807,317.04   iFT  0.99997258   -0 47 38.8
 DG4059
 DG4059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4059!SPC MI S     -   0.99996351  x   0.99997258  =   0.99993609
 DG4059
 DG4059                          SUPERSEDED SURVEY CONTROL
 DG4059
 DG4059  NAD 83(CORS)-  42 13 33.09027(N)    085 32 00.82118(W) AD(1997.00) c
 DG4059  ELLIP H (10/??/01)  232.67   (m)                       GP(1997.00) c c
 DG4059
 DG4059.Superseded values are not recommended for survey control.
 DG4059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4059.See file dsdata.txt to determine how the superseded data were derived.
 DG4059
 DG4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM2101875894(NAD 83)
 DG4059_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4059
 DG4059                          STATION DESCRIPTION
 DG4059
 DG4059'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4059'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4059'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4059'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4059'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4059'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1626 ***********************************************************************
 NF1626  DESIGNATION -  KALAMAZOO STATE HOSP STANDPIPE
 NF1626  PID         -  NF1626
 NF1626  STATE/COUNTY-  MI/KALAMAZOO
 NF1626  USGS QUAD   -  KALAMAZOO (1995)
 NF1626
 NF1626                         *CURRENT SURVEY CONTROL
 NF1626  ___________________________________________________________________
 NF1626* NAD 83(1994)-  42 16 44.61927(N)    085 36 16.14511(W)     ADJUSTED  
 NF1626* NAVD 88     -                                                        
 NF1626  ___________________________________________________________________
 NF1626  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 NF1626  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 NF1626
 NF1626  HORZ ORDER  -  THIRD
 NF1626
 NF1626.The horizontal coordinates were established by classical geodetic methods
 NF1626.and adjusted by the National Geodetic Survey in February 1997..
 NF1626
 NF1626
 NF1626.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1626
 NF1626.The geoid height was determined by GEOID03.
 NF1626
 NF1626;                    North         East     Units Scale Factor Converg.
 NF1626;SPC MI S     -    87,287.263 3,897,902.644   MT  0.99996242   -0 50 32.5
 NF1626;SPC MI S     -   286,375.53 12,788,394.50   iFT  0.99996242   -0 50 32.5
 NF1626;UTM  16      - 4,681,703.617   615,068.017   MT  0.99976291   +0 56 20.1
 NF1626
 NF1626                          SUPERSEDED SURVEY CONTROL
 NF1626
 NF1626  NAD 83(1986)-  42 16 44.61926(N)    085 36 16.16054(W) AD(       ) 4
 NF1626  NAD 27      -  42 16 44.47594(N)    085 36 16.13826(W) AD(       ) 3
 NF1626
 NF1626.Superseded values are not recommended for survey control.
 NF1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1626.See file dsdata.txt to determine how the superseded data were derived.
 NF1626
 NF1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1506881704(NAD 83)
 NF1626
 NF1626  HISTORY     - Date     Condition        Report By
 NF1626  HISTORY     - UNK      MONUMENTED
 NF1626  HISTORY     - 1957     SEE DESCRIPTION  CGS
 NF1626  HISTORY     - 1962     SEE DESCRIPTION  CGS
 NF1626  HISTORY     - 20021017 GOOD             USPSQD
 NF1626
 NF1626                          STATION DESCRIPTION
 NF1626
 NF1626'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WTJ)
 NF1626'RECOVERED IN
 NF1626'GOOD CONDITION.
 NF1626'DESCRIPTION AS FOLLOWS- LOCATED IN THE SW PART
 NF1626'OF KALAMAZOO, AT THE KALAMAZOO
 NF1626'STATE HOSPITAL, IN THE APPROXIMATE
 NF1626'CENTER OF A COURT SURROUNDED BY THE MAIN
 NF1626'BUILDINGS OF THE HOSPITAL.
 NF1626'STANDPIPE IS A ROUND BRICK STRUCTURE ABOUT 30 FT. IN
 NF1626'DIAMETER AND
 NF1626'125 FT. HIGH, THE LOWER PART IS MADE OF RED BRICK AND THE UPPER
 NF1626'PART OF YELLOW
 NF1626'BRICK.  THE TOP OF THE STANDPIPE IS A CUPOLA WHICH
 NF1626'APPEARS TO BE DARK GRAY SLATE.
 NF1626
 NF1626                          STATION RECOVERY (1962)
 NF1626
 NF1626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WLM)
 NF1626'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 NF1626
 NF1626                          STATION RECOVERY (2002)
 NF1626
 NF1626'RECOVERY NOTE BY US POWER SQUADRON 2002 (WLR)
 NF1626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1768 ***********************************************************************
 NF1768  DESIGNATION -  KALAPORT
 NF1768  PID         -  NF1768
 NF1768  STATE/COUNTY-  MI/KALAMAZOO
 NF1768  USGS QUAD   -  PORTAGE (1979)
 NF1768
 NF1768                         *CURRENT SURVEY CONTROL
 NF1768  ___________________________________________________________________
 NF1768* NAD 83(1994)-  42 13 43.89894(N)    085 33 02.74418(W)     ADJUSTED  
 NF1768* NAVD 88     -       263.     (meters)     863.     (feet)  GPS OBS   
 NF1768  ___________________________________________________________________
 NF1768  X           -     366,943.128 (meters)                     COMP
 NF1768  Y           -  -4,715,867.565 (meters)                     COMP
 NF1768  Z           -   4,264,615.996 (meters)                     COMP
 NF1768  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 NF1768  ELLIP HEIGHT-         230.36  (meters)          (07/17/02) GPS OBS
 NF1768  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF1768
 NF1768  HORZ ORDER  -  FIRST
 NF1768  ELLP ORDER  -  FOURTH    CLASS I
 NF1768
 NF1768.This mark is at Kalamazoo/battle Creek Intl Airport (AZO)
 NF1768
 NF1768.The horizontal coordinates were established by GPS observations
 NF1768.and adjusted by the National Geodetic Survey in February 1997..
 NF1768.No horizontal observational check was made to the station.
 NF1768
 NF1768.The orthometric height was determined by GPS observations and a
 NF1768.high-resolution geoid model.
 NF1768.No vertical observational check was made to the station.
 NF1768
 NF1768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1768
 NF1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1768
 NF1768.The ellipsoidal height was determined by GPS observations
 NF1768.and is referenced to NAD 83.
 NF1768
 NF1768.The geoid height was determined by GEOID03.
 NF1768
 NF1768;                    North         East     Units Scale Factor Converg.
 NF1768;SPC MI S     -    81,648.127 3,902,255.049   MT  0.99997198   -0 48 20.9
 NF1768;SPC MI S     -   267,874.43 12,802,674.05   iFT  0.99997198   -0 48 20.9
 NF1768;UTM  16      - 4,676,203.534   619,592.650   MT  0.99977598   +0 58 26.9
 NF1768
 NF1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1768!SPC MI S     -   0.99996387  x   0.99997198  =   0.99993585
 NF1768!UTM  16      -   0.99996387  x   0.99977598  =   0.99973986
 NF1768
 NF1768                          SUPERSEDED SURVEY CONTROL
 NF1768
 NF1768  ELLIP H (02/03/97)  230.50   (m)                       GP(       ) 4 1
 NF1768  NAD 83(1986)-  42 13 43.90296(N)    085 33 02.75510(W) AD(       ) 1
 NF1768
 NF1768.Superseded values are not recommended for survey control.
 NF1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1768.See file dsdata.txt to determine how the superseded data were derived.
 NF1768
 NF1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM1959376204(NAD 83)
 NF1768_MARKER: DD = SURVEY DISK
 NF1768_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 NF1768_SP_SET: SURROUNDED BY MASS OF CONCRETE
 NF1768_STAMPING: KALAPORT GPS 1991
 NF1768_MARK LOGO: NOS   
 NF1768_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1768+STABILITY: POSITION/ELEVATION WELL
 NF1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1768+SATELLITE: SATELLITE OBSERVATIONS - 1991
 NF1768
 NF1768  HISTORY     - Date     Condition        Report By
 NF1768  HISTORY     - 1991     MONUMENTED       NOS
 NF1768
 NF1768                          STATION DESCRIPTION
 NF1768
 NF1768'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 NF1768'STATION IS LOCATED AT KALAMAZOO COUNTY AIRPORT IN THE GRASSY AREA
 NF1768'BETWEEN TAXIWAY B AND THE AIR MUSEUM.
 NF1768'TO REACH, GO TO THE KALAMAZOO COUNTY AIRPORT SOUTHEAST OF KALAMAZOO,
 NF1768'AND ON THE EAST SIDE OF PORTAGE ROAD.  AFTER OBTAINING PERMISSION AND
 NF1768'CLEARANCE, PROCEED TO THE GRASSY AREA WEST OF TAXIWAY B, AND EAST OF
 NF1768'THE FENCE AROUND THE AIR MUSEUM.
 NF1768'STATION IS MARKED BY A STANDARD NOS BRASS DISK STAMPED KALAPORT GPS
 NF1768'1991 THAT IS SURROUNDED BY A MASS OF CONCRETE, AND IS RECESSED 0.05 M
 NF1768'(0.16 FT) .  IT IS 738.654 M (2423.401 FT) SOUTHEAST OF STATION ARP,
 NF1768'60.931 M (199.904 FT) NORTH OF STATION AZO F, 137.198 M (450.124 FT)
 NF1768'SOUTHWEST OF SOUTHWEST CORNER FORMED BY INTERSECTION OF TAXIWAY TO AIR
 NF1768'MUSEUM WITH TAXIWAY B, 78.824 M (258.608 FT) NORTHEAST OF SOUTHEAST
 NF1768'CORNER OF FENCE AROUND AIR MUSEUM, 67.303 M (220.810 FT) NORTHWEST OF
 NF1768'TAXIWAY LIGHT B 23, AND 32.725 M (107.365 FT) WEST OF WEST EDGE OF
 NF1768'TAXIWAY B.
 NF1768'DESCRIBED BY PBW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9011 ***********************************************************************
 DH9011  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9011  DESIGNATION -  KALKASKA CORS ARP
 DH9011  CORS_ID     -  MIKK
 DH9011  PID         -  DH9011
 DH9011  STATE/COUNTY-  MI/KALKASKA
 DH9011  USGS QUAD   -  KALKASKA (1985)
 DH9011
 DH9011                         *CURRENT SURVEY CONTROL
 DH9011  ___________________________________________________________________
 DH9011* NAD 83(CORS)-  44 44 31.03083(N)    085 11 07.51993(W)     ADJUSTED  
 DH9011* NAVD 88     -                                                        
 DH9011  ___________________________________________________________________
 DH9011  EPOCH DATE  -        2002.00
 DH9011  X           -     380,882.955 (meters)                     COMP
 DH9011  Y           -  -4,522,015.830 (meters)                     COMP
 DH9011  Z           -   4,467,229.124 (meters)                     COMP
 DH9011  ELLIP HEIGHT-         289.39  (meters)          (03/??/06) GPS OBS
 DH9011  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DH9011
 DH9011  HORZ ORDER  -  SPECIAL (CORS)
 DH9011  ELLP ORDER  -  SPECIAL (CORS)
 DH9011
 DH9011.ITRF positions are available for this station.
 DH9011.The coordinates were established by GPS observations
 DH9011.and adjusted by the National Geodetic Survey in March 2006..
 DH9011.The coordinates are valid at the epoch date displayed above.
 DH9011.The epoch date for horizontal control is a decimal equivalence
 DH9011.of Year/Month/Day.
 DH9011
 DH9011
 DH9011.The PID for the CORS L1 Phase Center is DH9012.
 DH9011
 DH9011.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9011
 DH9011.The ellipsoidal height was determined by GPS observations
 DH9011.and is referenced to NAD 83.
 DH9011
 DH9011.The geoid height was determined by GEOID03.
 DH9011
 DH9011;                    North         East     Units Scale Factor Converg.
 DH9011;SPC MI C     -   158,705.004 5,935,160.970   MT  0.99991886   -0 34 42.1
 DH9011;SPC MI C     -   520,685.71 19,472,312.89   iFT  0.99991886   -0 34 42.1
 DH9011
 DH9011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9011!SPC MI C     -   0.99995463  x   0.99991886  =   0.99987349
 DH9011
 DH9011                          SUPERSEDED SURVEY CONTROL
 DH9011
 DH9011.No superseded survey control is available for this station.
 DH9011
 DH9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4365755887(NAD 83)
 DH9011_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH9011
 DH9011                          STATION DESCRIPTION
 DH9011
 DH9011'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DH9011'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9011'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9011'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9011'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9011'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9012 ***********************************************************************
 DH9012  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH9012  DESIGNATION -  KALKASKA CORS L1 PHASE CENTER
 DH9012  CORS_ID     -  MIKK
 DH9012  PID         -  DH9012
 DH9012  STATE/COUNTY-  MI/KALKASKA
 DH9012  USGS QUAD   -  KALKASKA (1985)
 DH9012
 DH9012                         *CURRENT SURVEY CONTROL
 DH9012  ___________________________________________________________________
 DH9012* NAD 83(CORS)-  44 44 31.03091(N)    085 11 07.51987(W)     ADJUSTED  
 DH9012* NAVD 88     -                                                        
 DH9012  ___________________________________________________________________
 DH9012  EPOCH DATE  -        2002.00
 DH9012  X           -     380,882.962 (meters)                     COMP
 DH9012  Y           -  -4,522,015.899 (meters)                     COMP
 DH9012  Z           -   4,467,229.196 (meters)                     COMP
 DH9012  ELLIP HEIGHT-         289.49  (meters)          (03/??/06) GPS OBS
 DH9012  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 DH9012
 DH9012  HORZ ORDER  -  SPECIAL (CORS)
 DH9012  ELLP ORDER  -  SPECIAL (CORS)
 DH9012
 DH9012.ITRF positions are available for this station.
 DH9012.The coordinates were established by GPS observations
 DH9012.and adjusted by the National Geodetic Survey in March 2006..
 DH9012.The coordinates are valid at the epoch date displayed above.
 DH9012.The epoch date for horizontal control is a decimal equivalence
 DH9012.of Year/Month/Day.
 DH9012
 DH9012
 DH9012.The PID for the CORS ARP is DH9011.
 DH9012
 DH9012.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH9012
 DH9012.The ellipsoidal height was determined by GPS observations
 DH9012.and is referenced to NAD 83.
 DH9012
 DH9012.The geoid height was determined by GEOID03.
 DH9012
 DH9012;                    North         East     Units Scale Factor Converg.
 DH9012;SPC MI C     -   158,705.006 5,935,160.972   MT  0.99991886   -0 34 42.1
 DH9012;SPC MI C     -   520,685.72 19,472,312.90   iFT  0.99991886   -0 34 42.1
 DH9012
 DH9012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH9012!SPC MI C     -   0.99995461  x   0.99991886  =   0.99987348
 DH9012
 DH9012                          SUPERSEDED SURVEY CONTROL
 DH9012
 DH9012.No superseded survey control is available for this station.
 DH9012
 DH9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4365755887(NAD 83)
 DH9012_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH9012
 DH9012                          STATION DESCRIPTION
 DH9012
 DH9012'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH9012'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH9012'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH9012'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH9012'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH9012'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0608 ***********************************************************************
 PM0608  DESIGNATION -  KAMA
 PM0608  PID         -  PM0608
 PM0608  STATE/COUNTY-  MI/MANISTEE
 PM0608  USGS QUAD   -  
 PM0608
 PM0608                         *CURRENT SURVEY CONTROL
 PM0608  ___________________________________________________________________
 PM0608* NAD 83(1994)-  44 20 15.43422(N)    086 15 58.85902(W)     ADJUSTED  
 PM0608* NAVD 88     -       192.5    (meters)     632.     (feet)  VERTCON   
 PM0608  ___________________________________________________________________
 PM0608  X           -     297,555.153 (meters)                     COMP
 PM0608  Y           -  -4,559,751.048 (meters)                     COMP
 PM0608  Z           -   4,435,110.596 (meters)                     COMP
 PM0608  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 PM0608  ELLIP HEIGHT-         157.34  (meters)          (07/17/02) GPS OBS
 PM0608  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PM0608
 PM0608  HORZ ORDER  -  SECOND
 PM0608  ELLP ORDER  -  FOURTH    CLASS I
 PM0608
 PM0608.The horizontal coordinates were established by GPS observations
 PM0608.and adjusted by the National Geodetic Survey in February 1997..
 PM0608
 PM0608.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0608
 PM0608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0608
 PM0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0608
 PM0608.The ellipsoidal height was determined by GPS observations
 PM0608.and is referenced to NAD 83.
 PM0608
 PM0608.The geoid height was determined by GEOID03.
 PM0608
 PM0608;                    North         East     Units Scale Factor Converg.
 PM0608;SPC MI C     -   115,223.954 5,848,518.992   MT  0.99996820   -1 20 31.0
 PM0608;SPC MI C     -   378,031.35 19,188,054.44   iFT  0.99996820   -1 20 31.0
 PM0608;UTM  16      - 4,909,634.429   558,485.227   MT  0.99964207   +0 30 45.9
 PM0608
 PM0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0608!SPC MI C     -   0.99997533  x   0.99996820  =   0.99994353
 PM0608!UTM  16      -   0.99997533  x   0.99964207  =   0.99961741
 PM0608
 PM0608                          SUPERSEDED SURVEY CONTROL
 PM0608
 PM0608  ELLIP H (02/03/97)  157.38   (m)                       GP(       ) 4 1
 PM0608  NAD 83(1986)-  44 20 15.43965(N)    086 15 58.86042(W) AD(       ) 2
 PM0608  NGVD 29 (12/10/93)  192.6    (m)          632.     (f) GPS OBS        
 PM0608
 PM0608.Superseded values are not recommended for survey control.
 PM0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0608.See file dsdata.txt to determine how the superseded data were derived.
 PM0608
 PM0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5848509634(NAD 83)
 PM0608_MARKER: DD = SURVEY DISK
 PM0608_SETTING: 0 = UNSPECIFIED SETTING
 PM0608_STAMPING: KAMA
 PM0608_MARK LOGO: NOS   
 PM0608_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0608_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0608+STABILITY: POSITION/ELEVATION WELL
 PM0608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0608+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 PM0608
 PM0608  HISTORY     - Date     Condition        Report By
 PM0608  HISTORY     - 1993     MONUMENTED       NOS
 PM0608  HISTORY     - 20031011 GOOD             USPSQD
 PM0608
 PM0608                          STATION DESCRIPTION
 PM0608
 PM0608'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0608'THE STATION IS LOCATED 6.0 MI (9.7 KM) NORTH-NORTHEASTOF THE CITY OF
 PM0608'MANISTEE AND ABOUT 1 MI (1.6 KM) SOUTH OF PORTAGE LAKE AT THE TOP OF
 PM0608'A BARE HILL IN PASTURE JUST EAST OF BAR LAKE ROAD ALONG A UTILITY
 PM0608'RIGHT OF WAY.
 PM0608'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND SCHOEDEL ROAD
 PM0608'ABOUT 3.0 MI (4.8 KM) SOUTH OF ONEKAMA, GO WEST ON SCHOEDEL ROAD FOR
 PM0608'3.6 MI (5.8 KM) TO ITS END AT BAR LAKE ROAD, TURNRIGHT AND GO NORTH
 PM0608'ON BAR LAKE ROAD FOR 1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT ATOP
 PM0608'A CUT BANK GRASSY FIELD IN A UTILITY RIGHT OF WAY.
 PM0608'IT IS ABOUT 10 M (32.8 FT) ABOVE THE LEVEL OF BAR LAKE ROAD, 85.0 FT
 PM0608'(25.9 M) EAST OF CENTERLINE OF THE ROAD, 13 FT (4.0 M) EAST OF THE
 PM0608'TOP EDGE OF THE CUT BANK, ABOUT 100 M (328.1 FT) SOUTH OF A GATE OF A
 PM0608'TRACK ROAD, 85 FT (25.9 M) SOUTH OF AN 8 INCH BIRCH TREE, 115 FT
 PM0608'(35.1 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A WITNESS SIGN ON THE
 PM0608'SOUTH FACE, ABOUT 300 M (984.2 FT) NORTH OF A DIRT ROAD LEADING TO A
 PM0608'FARMHOUSE AND AT ABOUT THE APPARENT HIGH SPOT ON THE HILL CLOSEST TO
 PM0608'BAR LAKE ROAD.
 PM0608'A BRONZE DISK SET IN A CONCRETE MONUMENT WITH A 4 INCH PVC SLEEVE AND
 PM0608'THREADED CAP, DISK IS 8 CM BELOW GROUND LEVEL.
 PM0608
 PM0608                          STATION RECOVERY (2003)
 PM0608
 PM0608'RECOVERY NOTE BY US POWER SQUADRON 2003 (RDT)
 PM0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0786 ***********************************************************************
 RJ0786  DESIGNATION -  KARIMO IBC 1943
 RJ0786  PID         -  RJ0786
 RJ0786  STATE/COUNTY-  MI/CHIPPEWA
 RJ0786  USGS QUAD   -  PAYMENT (1976)
 RJ0786
 RJ0786                         *CURRENT SURVEY CONTROL
 RJ0786  ___________________________________________________________________
 RJ0786* NAD 83(1994)-  46 31 24.44201(N)    084 09 44.26457(W)     ADJUSTED  
 RJ0786* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 RJ0786  ___________________________________________________________________
 RJ0786  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 RJ0786  GEOID HEIGHT-         -36.74  (meters)                     GEOID03
 RJ0786
 RJ0786  HORZ ORDER  -  THIRD
 RJ0786
 RJ0786.The horizontal coordinates were established by classical geodetic methods
 RJ0786.and adjusted by the National Geodetic Survey in February 1997..
 RJ0786
 RJ0786.The orthometric height was scaled from a topographic map.
 RJ0786
 RJ0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0786
 RJ0786.The geoid height was determined by GEOID03.
 RJ0786
 RJ0786;                    North         East     Units Scale Factor Converg.
 RJ0786;SPC MI N     -   197,301.840 8,217,670.072   MT  0.99991146   +2 03 03.8
 RJ0786;SPC MI N     -   647,315.75 26,960,859.82   iFT  0.99991146   +2 03 03.8
 RJ0786;SPC MI C     -   356,406.243 6,015,685.912   MT  1.00029538   +0 08 39.7
 RJ0786;SPC MI C     - 1,169,311.82 19,736,502.34   iFT  1.00029538   +0 08 39.7
 RJ0786;UTM  16      - 5,156,122.337   717,644.124   MT  1.00018229   +2 03 36.0
 RJ0786
 RJ0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0786!SPC MI N     -   0.99997770  x   0.99991146  =   0.99988916
 RJ0786!SPC MI C     -   0.99997770  x   1.00029538  =   1.00027307
 RJ0786!UTM  16      -   0.99997770  x   1.00018229  =   1.00015998
 RJ0786
 RJ0786:                Primary Azimuth Mark                     Grid Az
 RJ0786:SPC MI N     -  GARDEN RIVER ST JOHNS CH CROSS           006 43 23.7
 RJ0786:SPC MI C     -  GARDEN RIVER ST JOHNS CH CROSS           008 37 47.8
 RJ0786:UTM  16      -  GARDEN RIVER ST JOHNS CH CROSS           006 42 51.5
 RJ0786
 RJ0786|---------------------------------------------------------------------|
 RJ0786| PID    Reference Object                     Distance      Geod. Az  |
 RJ0786|                                                           dddmmss.s |
 RJ0786| RJ0785 GARDEN RIVER ST JOHNS CH CROSS      APPROX. 0.7 KM 0084627.5 |
 RJ0786| RJ0788 TERTIARY 23 USLS                     98.190 METERS 23239     |
 RJ0786| RJ0793 BROWN IBC 1943                      APPROX. 2.3 KM 2764805.0 |
 RJ0786| RJ0787 SINJIN IBC 1943                     APPROX. 0.6 KM 3582154.4 |
 RJ0786|---------------------------------------------------------------------|
 RJ0786
 RJ0786                          SUPERSEDED SURVEY CONTROL
 RJ0786
 RJ0786  NAD 83(1986)-  46 31 24.43450(N)    084 09 44.27678(W) AD(       ) 3
 RJ0786  NAD 27      -  46 31 24.34800(N)    084 09 44.16500(W) AD(       ) 3
 RJ0786
 RJ0786.Superseded values are not recommended for survey control.
 RJ0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0786.See file dsdata.txt to determine how the superseded data were derived.
 RJ0786
 RJ0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1764456122(NAD 83)
 RJ0786_MARKER: H = DRILL HOLE
 RJ0786_SETTING: 80 = SET IN A BOULDER
 RJ0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0786+STABILITY: SURFACE MOTION
 RJ0786
 RJ0786  HISTORY     - Date     Condition        Report By
 RJ0786  HISTORY     - 1943     MONUMENTED       IBC
 RJ0786  HISTORY     - 1958     MARK NOT FOUND   IBC
 RJ0786
 RJ0786                          STATION DESCRIPTION
 RJ0786
 RJ0786'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0786'ON SUGAR ISLAND, ABOUT 100 FEET E OF MR KARIMOS BOAT DOCK, ABOUT
 RJ0786'3/4 MILE UPSTREAM FROM PAYMENT CHURCH, AND 98.191 METERS (322.14 FEET)
 RJ0786'FROM U S L S STATION TERTIARY 23, N 52 DEG 38 MIN E.
 RJ0786'TERTIARY 23 IS ON A LARGE DETACHED ROCK ABOUT 10 FEET
 RJ0786'HIGH, 10 FEET WIDE, AND 12 FEET LONG WHICH IS IN MR KARIMOS FRONT
 RJ0786'YARD.  6 FEET BACK FROM HIGH - WATER MARK, AND 2 FEET ABOVE, IN
 RJ0786'TIMBER.
 RJ0786'
 RJ0786'STATION MARK IS A 3/4 INCH DRILL HOLE 1/2 INCH DEEP ON PARTLY BURIED
 RJ0786'ROCK SURROUNDED BY OTHER ROCKS.
 RJ0786
 RJ0786                          STATION RECOVERY (1958)
 RJ0786
 RJ0786'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0786'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1267 ***********************************************************************
 MC1267  DESIGNATION -  KASZYNSKI
 MC1267  PID         -  MC1267
 MC1267  STATE/COUNTY-  MI/MONROE
 MC1267  USGS QUAD   -  ESTRAL BEACH (1981)
 MC1267
 MC1267                         *CURRENT SURVEY CONTROL
 MC1267  ___________________________________________________________________
 MC1267* NAD 83(1994)-  41 58 34.27298(N)    083 14 45.12144(W)     ADJUSTED  
 MC1267* NAVD 88     -       175.5    (meters)     576.     (feet)  VERTCON   
 MC1267  ___________________________________________________________________
 MC1267  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 MC1267  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 MC1267
 MC1267  HORZ ORDER  -  SECOND
 MC1267
 MC1267.The horizontal coordinates were established by classical geodetic methods
 MC1267.and adjusted by the National Geodetic Survey in February 1997..
 MC1267
 MC1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1267
 MC1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1267
 MC1267.The geoid height was determined by GEOID03.
 MC1267
 MC1267;                    North         East     Units Scale Factor Converg.
 MC1267;SPC MI S     -    53,513.268 4,092,893.906   MT  1.00003161   +0 45 45.9
 MC1267;SPC MI S     -   175,568.46 13,428,129.61   iFT  1.00003161   +0 45 45.9
 MC1267;SPC OH N     -   256,741.672   538,178.049   MT  1.00006497   -0 29 24.0
 MC1267;UTM  17      - 4,649,572.015   313,928.194   MT  1.00002605   -1 30 09.1
 MC1267
 MC1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1267!SPC MI S     -   0.99997799  x   1.00003161  =   1.00000960
 MC1267!SPC OH N     -   0.99997799  x   1.00006497  =   1.00004296
 MC1267!UTM  17      -   0.99997799  x   1.00002605  =   1.00000404
 MC1267
 MC1267|---------------------------------------------------------------------|
 MC1267| PID    Reference Object                     Distance      Geod. Az  |
 MC1267|                                                           dddmmss.s |
 MC1267| MC1265 SWAN CK ENT WINDMILL                 26.608 METERS 06247     |
 MC1267| CE6765 KASZYNSKI RM 1                       19.210 METERS 06558     |
 MC1267| NE1394 DETROIT RIVER LIGHTHOUSE            APPROX. 9.1 KM 0722617.1 |
 MC1267| MC1289 PT AUX PEAUX FERMI RADIO MAST       APPROX. 2.3 KM 2061456.9 |
 MC1267| MC1285 PT AUX PEAUX FERMI ELEV TANK        APPROX. 2.0 KM 2072230.4 |
 MC1267| MC1287 PT AUX PEAUX S FERMI HYPER TWR      APPROX. 1.5 KM 2220245.4 |
 MC1267| MC1286 PT AUX PEAUX N FERMI HYPER TWR      APPROX. 1.3 KM 2262438.7 |
 MC1267| MC1268 SWAN CK ENT FRONT RANGE LT            7.026 METERS 30821     |
 MC1267| CE6766 KASZYNSKI RM 2                       14.980 METERS 30941     |
 MC1267| MC1266 SWAN CK ENT REAR RANGE LT            39.013 METERS 31133     |
 MC1267|---------------------------------------------------------------------|
 MC1267
 MC1267                          SUPERSEDED SURVEY CONTROL
 MC1267
 MC1267  NAD 83(1986)-  41 58 34.28785(N)    083 14 45.14107(W) AD(       ) 2
 MC1267  NAD 27      -  41 58 34.13087(N)    083 14 45.40040(W) AD(       ) 2
 MC1267  NGVD 29 (07/19/86)  175.7    (m)          576.     (f) VERT ANG       
 MC1267
 MC1267.Superseded values are not recommended for survey control.
 MC1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1267.See file dsdata.txt to determine how the superseded data were derived.
 MC1267
 MC1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG1392849572(NAD 83)
 MC1267_MARKER: Z = SEE DESCRIPTION
 MC1267_SETTING: 0 = UNSPECIFIED SETTING
 MC1267
 MC1267  HISTORY     - Date     Condition        Report By
 MC1267  HISTORY     - 1975     MONUMENTED       USLS
 MC1267
 MC1267                          STATION DESCRIPTION
 MC1267
 MC1267'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1267'SECOND ORDER EODM TRAVERSE INTERSECT STATION--DETROIT - TOLEDO
 MC1267'SCHEME POSITIONED BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM LOWER
 MC1267'DETROIT RIVER LSC.
 MC1267'
 MC1267'THE STATION IS APPROXIMATELY 10 MILES NORTHEAST OF MONROE, MICHIGAN
 MC1267'ALONG THE WESTERN SHORE OF LAKE ERIE ON THE PRIVATE PROPERTY OF
 MC1267'MR. KASZYNSKI.
 MC1267'
 MC1267'TO REACH THE STATION FROM THE MONROE AREA TAKE I-75 TO THE MONROE
 MC1267'DIXIE HWY. EXIT.  FOLLOW DIXIE HWY. NORTHEAST ABOUT 9.5 MILES TO
 MC1267'PORT SUNLIGHT ROAD.  TURN SOUTH, RIGHT, ON PORT SUNLIGHT ROAD AND
 MC1267'PROCEED TO THE END.  PORT SUNLIGHT TAKES A MINOR JOG AND TURNS
 MC1267'INTO LAKEVIEW BLVD. WHICH ENDS AT A PRIVATE DRIVE ALONG THE SHORE
 MC1267'OF LAKE ERIE A TOTAL OF ABOUT 2.2 MILES FROM DIXIE HWY.  TURN
 MC1267'SOUTHWEST, RIGHT ONTO THE PRIVATE DRIVE AND FOLLOW IT
 MC1267'APPROXIMATELY 0.9 MILES TO ITS END AT THE MOUTH OF SWAN CREEK AND
 MC1267'THE KASZYNSKI RESIDENCE.  THE STATION IS LOCATED IN THE
 MC1267'SOUTHEAST CORNER OF A CONCRETE WALKWAY WHICH IS THE TOP OF A
 MC1267'CONCRETE BREAKWALL WHICH RUNS ALONG LAKE ERIE AND THE NORTHERN
 MC1267'SIDE OF SWAN CREEK.
 MC1267'
 MC1267'THE STATION IS A STANDARD DISK EPOXIED FLUSH ONTO THE SOUTHEAST
 MC1267'CORNER OF A CONCRETE BREAKWALL, AND IS STAMPED, KASZYNSKI LSC 1975
 MC1267'AND IS SITUATED 5.30 FOOT NORTH OF THE SEAWALL, 4.36 FEET WEST OF
 MC1267'THE SEAWALL, AND 7.25 FEET EAST OF A 3 FOOT HIGH CONCRETE RETAINER
 MC1267'WALL.
 MC1267'
 MC1267'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, KASZYNSKI LSC NO. 1
 MC1267'1975, AND IS EPOXIED FLUSH INTO THE NORTH END OF SAID CONCRETE
 MC1267'BREAK WALL, 15.17 FEET SOUTH OF A 2.5 FOOT HIGH STEEL POST, 11.27
 MC1267'FEET EAST OF A CONCRETE RETAINER WALL, AND 2.81 FEET WEST OF
 MC1267'CONCRETE SEAWALL.
 MC1267'
 MC1267'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KASZYNSKI LSC NO. 2
 MC1267'1975 AND IS EPOXIED FLUSH INTO THE WESTERLY END OF SAID CONCRETE
 MC1267'RETAINER WALL, 2.07 FEET NORTH OF THE CONCRETE SEA WALL, 27.91
 MC1267'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF KASZYNSKI RESIDENCE,
 MC1267'AND IS 26.03 FEET WEST OF THE FRONT RANGE LIGHT POST OF SWAN
 MC1267'CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1041 ***********************************************************************
 OJ1041  DESIGNATION -  KAUL
 OJ1041  PID         -  OJ1041
 OJ1041  STATE/COUNTY-  MI/SAGINAW
 OJ1041  USGS QUAD   -  SAGINAW NE (1973)
 OJ1041
 OJ1041                         *CURRENT SURVEY CONTROL
 OJ1041  ___________________________________________________________________
 OJ1041* NAD 83(1994)-  43 25 44.25223(N)    083 46 13.06284(W)     ADJUSTED  
 OJ1041* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 OJ1041  ___________________________________________________________________
 OJ1041  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 OJ1041  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ1041  OBS GRAVITY -     980,405.9   (mgal)                       GRAV_OBS
 OJ1041
 OJ1041  HORZ ORDER  -  FIRST
 OJ1041
 OJ1041.The horizontal coordinates were established by classical geodetic methods
 OJ1041.and adjusted by the National Geodetic Survey in February 1997..
 OJ1041
 OJ1041.The orthometric height was scaled from a topographic map.
 OJ1041
 OJ1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1041
 OJ1041.The geoid height was determined by GEOID03.
 OJ1041.The observed gravity was obtained from relative gravimeter ties
 OJ1041.to the IGSN71 gravity network.
 OJ1041
 OJ1041;                    North         East     Units Scale Factor Converg.
 OJ1041;SPC MI S     -   214,440.051 4,048,286.328   MT  0.99995191   +0 24 21.1
 OJ1041;SPC MI S     -   703,543.47 13,281,779.29   iFT  0.99995191   +0 24 21.1
 OJ1041;UTM  17      - 4,812,179.839   275,770.007   MT  1.00021852   -1 54 18.9
 OJ1041
 OJ1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1041!SPC MI S     -   0.99997609  x   0.99995191  =   0.99992800
 OJ1041!UTM  17      -   0.99997609  x   1.00021852  =   1.00019461
 OJ1041
 OJ1041:                Primary Azimuth Mark                     Grid Az
 OJ1041:SPC MI S     -  KAUL AZ MK                               091 16 26.2
 OJ1041:UTM  17      -  KAUL AZ MK                               093 35 06.2
 OJ1041
 OJ1041|---------------------------------------------------------------------|
 OJ1041| PID    Reference Object                     Distance      Geod. Az  |
 OJ1041|                                                           dddmmss.s |
 OJ1041| CH0338 KAUL AZ MK                                         0914047.3 |
 OJ1041| CH0339 KAUL RM 1                            35.936 METERS 11822     |
 OJ1041| CH0340 KAUL RM 2                            42.977 METERS 24616     |
 OJ1041| OJ1049 SAGINAW SONORA TALKING MACH FP      APPROX.17.1 KM 2612158.1 |
 OJ1041| OJ1047 SAGINAW HOLY FAMILY CATH CH         APPROX.14.6 KM 2643542.6 |
 OJ1041| OJ1046 SAGINAW COURTHOUSE                  APPROX.15.8 KM 2653226.0 |
 OJ1041| OJ1045 SAGINAW CITY HALL FOOT OF FP        APPROX.14.4 KM 2655044.3 |
 OJ1041| OJ1043 SAGINAW CONSUMERS HEATING STK       APPROX.13.6 KM 2704235.6 |
 OJ1041| OJ1048 SAGINAW CHEVROLET FOUNDRY STK       APPROX.12.4 KM 2804926.0 |
 OJ1041| OJ1051 SAGINAW CONSUMERS POWER S STK       APPROX.13.3 KM 2981227.9 |
 OJ1041| OJ1050 SAGINAW CONSUMERS POWER N STK       APPROX.13.3 KM 2984650.7 |
 OJ1041| OJ1068 BAY CITY CLEMENTS AIRPORT BCN       APPROX.16.3 KM 3232414.0 |
 OJ1041| OJ1065 BAY CITY ST STAN CH S STEEPLE       APPROX.19.1 KM 3315816.1 |
 OJ1041| OJ1064 BAY CITY ST STAN CH N STEEPLE       APPROX.19.1 KM 3315945.5 |
 OJ1041| OJ1062 BAY CITY CITY HALL                  APPROX.20.6 KM 3321956.5 |
 OJ1041| OJ1059 BAY CITY EASTERN HS DOME            APPROX.19.6 KM 3344508.2 |
 OJ1041| OJ1060 MUNGER MERRITT LUTH CHURCH          APPROX.10.4 KM 3541902.3 |
 OJ1041|---------------------------------------------------------------------|
 OJ1041
 OJ1041                          SUPERSEDED SURVEY CONTROL
 OJ1041
 OJ1041  NAD 83(1986)-  43 25 44.24248(N)    083 46 13.08794(W) AD(       ) 1
 OJ1041  NAD 27      -  43 25 44.15627(N)    083 46 13.20668(W) AD(       ) 1
 OJ1041
 OJ1041.Superseded values are not recommended for survey control.
 OJ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1041.See file dsdata.txt to determine how the superseded data were derived.
 OJ1041
 OJ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7577012180(NAD 83)
 OJ1041_MARKER: DS = TRIANGULATION STATION DISK
 OJ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1041_STAMPING: KAUL 1932
 OJ1041_MARK LOGO: CGS   
 OJ1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1041+STABILITY: SURFACE MOTION
 OJ1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1041+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1991
 OJ1041
 OJ1041  HISTORY     - Date     Condition        Report By
 OJ1041  HISTORY     - 1932     MONUMENTED       CGS
 OJ1041  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ1041  HISTORY     - 19910716 GOOD             LOCENG
 OJ1041  HISTORY     - 19910716 GOOD             LOCENG
 OJ1041  HISTORY     - 19940508 GOOD             USPSQD
 OJ1041  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OJ1041
 OJ1041                          STATION DESCRIPTION
 OJ1041
 OJ1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OJ1041'ABOUT 8-1/2 MILES EAST OF SAGINAW,
 OJ1041'IN NW 1/4 SEC. 21,
 OJ1041'T. 12 N., R. 6 E., AT SOUTHWEST CORNER OF LAND OWNED BY
 OJ1041'MIKE REINBOLD, ABOUT 200 YARDS WEST
 OJ1041'OF HIS BARN, 29 FEET NORTH OF CENTER LINE OF
 OJ1041'GRAVEL COUNTY ROAD, 1 FOOT NORTH OF RIGHT-OF-WAY
 OJ1041'FENCE, AND 2 FEET EAST OF PROPERTY
 OJ1041'LINE BETWEEN REINBOLDS AND JOHN KAULS PROPERTY.  TO REACH FROM
 OJ1041'INTERSECTION OF JAMES
 OJ1041'AND GENESE STREETS IN SAGINAW, GO EAST 4.5 MILES ON JAMES STREET AND
 OJ1041'PAVED ROAD TO CROSSROADS,
 OJ1041'AND CONTINUE STRAIGHT EAST 3.2 MILES ON GRAVEL COUNTY
 OJ1041'ROAD TO STATION SITE.  SURFACE AND
 OJ1041'UNDERGROUND MARKS ARE STANDARD DISK STATION
 OJ1041'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK
 OJ1041'PROJECTS 3 INCHES.  REFERENCE AND
 OJ1041'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 OJ1041'NO. 1 PROJECTS 3 INCHES, IS ON
 OJ1041'LAND OWNED BY JOE KAUL, 28 FEET SOUTH OF CENTER LINE OF ROAD, 1 FOOT
 OJ1041'SOUTH OF RIGHT-OF-WAY FENCE, 106
 OJ1041'FEET EAST OF PROPERTY LINE BETWEEN JOE KAULS
 OJ1041'AND JOHN KAULS PROPERTY, AND 117.90 FEET FROM
 OJ1041'STATION IN AZIMUTH 298 DEG 22 MIN.  NO. 2
 OJ1041'PROJECTS 3 INCHES, IS ON LAND OWNED BY JOHN KAUL, 30 FEET SOUTH
 OJ1041'OF CENTER LINE OF ROAD, 1 FOOT
 OJ1041'SOUTH OF RIGHT-OF-WAY FENCE, 1 FOOT EAST OF FENCE BETWEEN CULTIVATED
 OJ1041'FIELD ON EAST AND APPLE ORCHARD
 OJ1041'ON WEST, AND 141.00 FEET FROM STATION IN AZIMUTH
 OJ1041'66 DEG 16 MIN.  AZIMUTH MARK PROJECTS 6 INCHES, IS
 OJ1041'ON RIGHT-OF-WAY OF COUNTY ROAD, 27
 OJ1041'FEET SOUTH OF CENTER LINE OF ROAD, 0.5 FOOT NORTH OF RIGHT-OF-WAY
 OJ1041'FENCE LINE, 28 FEET WEST OF FENCE
 OJ1041'CORNER, AND APPROXIMATELY 0.35 MILE FROM STATION IN AZIMUTH
 OJ1041'271 DEG 40 MIN 44 SEC.  FINIAL
 OJ1041'OF SCHOOL BELFRY IS ABOUT 3/4 MILE FROM STATION IN AZIMUTH
 OJ1041'220 DEG 38 MIN 12 SEC.
 OJ1041
 OJ1041                          STATION RECOVERY (1958)
 OJ1041
 OJ1041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ1041'STATION RECOVERED IN GOOD CONDITION.
 OJ1041'
 OJ1041'THE STATION IS LOCATED 7.0 MILES NORTH AND 1.2 MILES WEST OF
 OJ1041'FRANKENMUTH, T 12 N, R 6 E,
 OJ1041'0.1 MILE WEST CENTER SEC. 21, 27 FEET NORTH AND 0.7 FOOT BELOW CENTER
 OJ1041'LINE OF ROAD, 3 FEET EAST OF
 OJ1041'FENCE ROW BETWEEN REINBOLDS AND KAULS PROPERTY, IN CONCRETE POST,
 OJ1041'A STANDARD TABLET STAMPED U.S.C. AND
 OJ1041'G.S. KAUL 1932.
 OJ1041'
 OJ1041'REFERENCE MARK 1 IS 56 FEET SOUTH AND 103 FEET EAST OF TRIANGULATION
 OJ1041'STATION, 29 FEET SOUTH OF
 OJ1041'CENTER LINE ROAD, IN CONCRETE POST A STANDARD TABLET STAMPED U.S.C.
 OJ1041'AND G.S.  KAUL NO 1.
 OJ1041'
 OJ1041'REFERENCE MARK 2 IS 128 FEET WEST AND 57 FEET SOUTH OF STATION, 30
 OJ1041'FEET SOUTH OF CENTER LINE
 OJ1041'ROAD, IN CONCRETE POST A STANDARD TABLET STAMPED U.S.C. AND G.S. KAUL
 OJ1041'NO 2.
 OJ1041
 OJ1041                          STATION RECOVERY (1991)
 OJ1041
 OJ1041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OJ1041'FOUND STATION AND SOUTHWEST REFERENCE MARK BOTH IN GOOD CONDITION.
 OJ1041'SOUTHEAST REFERENCE MARK DESTROYED BY DITCH CONSTRUCTION.  SET
 OJ1041'CARSONITE POST BY EACH MARK.
 OJ1041
 OJ1041                          STATION RECOVERY (1991)
 OJ1041
 OJ1041'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (NCC)
 OJ1041'FOUND STATION AND SOUTHWEST REFERENCE MARK BOTH IN GOOD CONDITION.
 OJ1041'SOUTHEAST REFERENCE MARK DESTROYED BY DITCH CONSTRUCTION.  SET
 OJ1041'CARSONITE POST BY EACH MARK.
 OJ1041
 OJ1041                          STATION RECOVERY (1994)
 OJ1041
 OJ1041'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ1041'RECOVERED IN GOOD CONDITION.
 OJ1041
 OJ1041                          STATION RECOVERY (2001)
 OJ1041
 OJ1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ1041'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0623 ***********************************************************************
 QK0623  DESIGNATION -  KB FIRE LOOKOUT TOWER
 QK0623  PID         -  QK0623
 QK0623  STATE/COUNTY-  MI/MONTMORENCY
 QK0623  USGS QUAD   -  HETHERTON (1986)
 QK0623
 QK0623                         *CURRENT SURVEY CONTROL
 QK0623  ___________________________________________________________________
 QK0623* NAD 83(1994)-  45 01 14.74036(N)    084 20 23.58688(W)     ADJUSTED  
 QK0623* NAVD 88     -                                                        
 QK0623  ___________________________________________________________________
 QK0623  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 QK0623  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0623
 QK0623  HORZ ORDER  -  THIRD
 QK0623
 QK0623.The horizontal coordinates were established by classical geodetic methods
 QK0623.and adjusted by the National Geodetic Survey in February 1997..
 QK0623
 QK0623
 QK0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0623
 QK0623.The geoid height was determined by GEOID03.
 QK0623
 QK0623;                    North         East     Units Scale Factor Converg.
 QK0623;SPC MI C     -   189,359.237 6,002,110.685   MT  0.99991362   +0 01 08.1
 QK0623;SPC MI C     -   621,257.34 19,691,964.19   iFT  0.99991362   +0 01 08.1
 QK0623;UTM  16      - 4,988,699.427   709,582.052   MT  1.00014014   +1 52 56.5
 QK0623
 QK0623                          SUPERSEDED SURVEY CONTROL
 QK0623
 QK0623  NAD 83(1986)-  45 01 14.72985(N)    084 20 23.59179(W) AD(       ) 4
 QK0623  NAD 27      -  45 01 14.69682(N)    084 20 23.53584(W) AD(       ) 3
 QK0623
 QK0623.Superseded values are not recommended for survey control.
 QK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0623.See file dsdata.txt to determine how the superseded data were derived.
 QK0623
 QK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ0958288699(NAD 83)
 QK0623
 QK0623  HISTORY     - Date     Condition        Report By
 QK0623  HISTORY     - 1949     MONUMENTED       CGS
 QK0623  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0623  HISTORY     - 20011205 MARK NOT FOUND   NGS
 QK0623
 QK0623                          STATION DESCRIPTION
 QK0623
 QK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 QK0623'STATION IS LOCATED 8 MILES NORTH OF LEWISTON AND 7 MILES NORTHEAST
 QK0623'OF JOHANNESBURG.
 QK0623'IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 125 FEET HIGH PAINTED
 QK0623'SILVER WITH AN ENCLOSED CAB AT THE
 QK0623'TOP.  THE POINT OBSERVED ON WAS THE CENTER OF THE TOP
 QK0623'OF THE CAB.
 QK0623'
 QK0623'TO REACH THE STATION FROM THE JOHANNESBURG PUBLIC SCHOOL GO EAST ON
 QK0623'GRAVEL ROAD FOR 5.0 MILES TO A
 QK0623'T-ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO A T-ROAD RIGHT, TURN RIGHT
 QK0623'AND GO 1.0 MILES TO A FORK, TAKE RIGHT
 QK0623'FORK AND GO 0.3 MILE TO THE STATION AS DESCRIBED.
 QK0623
 QK0623                          STATION RECOVERY (1956)
 QK0623
 QK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0623'THIS TOWER HAS BEEN TAKEN DOWN AND ALL THAT REMAINS ARE THE CONCRETE
 QK0623'FOOTINGS FOR THE LEGS OF THE
 QK0623'TOWER.
 QK0623
 QK0623                          STATION RECOVERY (2001)
 QK0623
 QK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0623'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1783 ***********************************************************************
 NF1783  DESIGNATION -  KCC
 NF1783  PID         -  NF1783
 NF1783  STATE/COUNTY-  MI/CALHOUN
 NF1783  USGS QUAD   -  BATTLE CREEK (1985)
 NF1783
 NF1783                         *CURRENT SURVEY CONTROL
 NF1783  ___________________________________________________________________
 NF1783* NAD 83(1994)-  42 20 07.16602(N)    085 10 42.05720(W)     ADJUSTED  
 NF1783* NAVD 88     -       261.2    (meters)     857.     (feet)  VERTCON   
 NF1783  ___________________________________________________________________
 NF1783  X           -     396,918.582 (meters)                     COMP
 NF1783  Y           -  -4,705,452.703 (meters)                     COMP
 NF1783  Z           -   4,273,363.788 (meters)                     COMP
 NF1783  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 NF1783  ELLIP HEIGHT-         227.79  (meters)          (07/17/02) GPS OBS
 NF1783  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF1783
 NF1783  HORZ ORDER  -  FIRST
 NF1783  ELLP ORDER  -  FOURTH    CLASS I
 NF1783
 NF1783.The horizontal coordinates were established by GPS observations
 NF1783.and adjusted by the National Geodetic Survey in February 1997..
 NF1783
 NF1783.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1783
 NF1783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1783
 NF1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1783
 NF1783.The ellipsoidal height was determined by GPS observations
 NF1783.and is referenced to NAD 83.
 NF1783
 NF1783.The geoid height was determined by GEOID03.
 NF1783
 NF1783;                    North         East     Units Scale Factor Converg.
 NF1783;SPC MI S     -    93,108.546 3,933,109.905   MT  0.99995259   -0 33 08.5
 NF1783;SPC MI S     -   305,474.23 12,903,903.89   iFT  0.99995259   -0 33 08.5
 NF1783;UTM  16      - 4,688,614.915   650,072.535   MT  0.99987711   +1 13 37.4
 NF1783
 NF1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1783!SPC MI S     -   0.99996428  x   0.99995259  =   0.99991687
 NF1783!UTM  16      -   0.99996428  x   0.99987711  =   0.99984139
 NF1783
 NF1783:                Primary Azimuth Mark                     Grid Az
 NF1783:SPC MI S     -  ROOSEVELT                                002 47 55.2
 NF1783:UTM  16      -  ROOSEVELT                                001 01 09.3
 NF1783
 NF1783|---------------------------------------------------------------------|
 NF1783| PID    Reference Object                     Distance      Geod. Az  |
 NF1783|                                                           dddmmss.s |
 NF1783| NF1784 ROOSEVELT                           APPROX. 0.5 KM 0021446.7 |
 NF1783|---------------------------------------------------------------------|
 NF1783
 NF1783                          SUPERSEDED SURVEY CONTROL
 NF1783
 NF1783  ELLIP H (02/03/97)  227.80   (m)                       GP(       ) 4 1
 NF1783  NAD 83(1986)-  42 20 07.16601(N)    085 10 42.07149(W) AD(       ) 1
 NF1783  NGVD 29 (09/14/93)  261.4    (m)          858.     (f) GPS OBS        
 NF1783
 NF1783.Superseded values are not recommended for survey control.
 NF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1783.See file dsdata.txt to determine how the superseded data were derived.
 NF1783
 NF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5007388615(NAD 83)
 NF1783_MARKER: DE = TRAVERSE STATION DISK
 NF1783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF1783_SP_SET: SET IN CONCRETE AT FLAG POLE
 NF1783_STAMPING: KCC 1992
 NF1783_MARK LOGO: HOLDEN
 NF1783_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1783+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2005
 NF1783
 NF1783  HISTORY     - Date     Condition        Report By
 NF1783  HISTORY     - 1992     MONUMENTED       HOLDEN
 NF1783  HISTORY     - 20011128 GOOD             NGS
 NF1783  HISTORY     - 20050905 GOOD             USPSQD
 NF1783
 NF1783                          STATION DESCRIPTION
 NF1783
 NF1783'DESCRIBED BY HOLDEN GPS 1992
 NF1783'STATION IS LOCATED ABOUT 4 MILES NORTHEAST OF THE CENTER OF GOGUAC
 NF1783'LAKE, 4 MILES NORTH NORTHWEST OF THE I-94 INTERCHANGE WIHT BEADLE
 NF1783'LAKE ROAD AND 5 MILES NORTH OF THE I-94 INTERCHANGE WITH M-66, IN
 NF1783'QUAD 420852. IT IS IN THE CITY OF BATTLE CREEK IN THE SE 1/4 SECTION
 NF1783'31 T2S,R7W, EMMETT TOWNSHIP.
 NF1783'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO NORTH ON M-66 FOR 3.7
 NF1783'MI (6.0 KM) TO A CURVE RIGHT, TURN LEFT AND GO WEST 0.15 MI
 NF1783'(0.24 KM) TO NORTH AVENUE, TURN RIGHT AND GO 1.1 MI (1.8 KM) TO THE
 NF1783'ACCESS LOOP TO KELLOGG COMMUNITY COLLEGE, TURN RIGHT AND 0.1 MI
 NF1783'(0.2 KM) TO THE FLAG POLE AND THE STATION ON THE LEFT.
 NF1783'STATION IS 1.5 FT (0.5 M) NORTHWEST FROM THE FLAG POLE WHICH IS ACROSS
 NF1783'THE ROAD FROM THE MAIN STEPS LEADING TO KELLOGG COMMUNITY COLLEGE.
 NF1783'STATION IS GROUND VISIBLE WITH STATION ROOSEVELT THAT IS 548 M
 NF1783'(1797.9 FT) NORTH NORTHEAST ON A HIGH HILL NORTH OF ROOSEVELT ROAD.
 NF1783
 NF1783                          STATION RECOVERY (2001)
 NF1783
 NF1783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1783'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1783
 NF1783                          STATION RECOVERY (2005)
 NF1783
 NF1783'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0140 ***********************************************************************
 RJ0140  DESIGNATION -  KELLIS USE
 RJ0140  PID         -  RJ0140
 RJ0140  STATE/COUNTY-  MI/CHIPPEWA
 RJ0140  USGS QUAD   -  SHALLOWS (1975)
 RJ0140
 RJ0140                         *CURRENT SURVEY CONTROL
 RJ0140  ___________________________________________________________________
 RJ0140* NAD 83(1986)-  46 28 29.     (N)    084 24 18.     (W)     SCALED    
 RJ0140* NAVD 88     -       197.397  (meters)     647.63   (feet)  ADJUSTED  
 RJ0140  ___________________________________________________________________
 RJ0140  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0140  DYNAMIC HT  -         197.409 (meters)     647.67  (feet)  COMP
 RJ0140  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 RJ0140
 RJ0140  VERT ORDER  -  FIRST     CLASS 0
 RJ0140
 RJ0140.The horizontal coordinates were scaled from a topographic map and have
 RJ0140.an estimated accuracy of +/- 6 seconds.
 RJ0140
 RJ0140.The orthometric height was determined by differential leveling
 RJ0140.and adjusted by the National Geodetic Survey in June 1991..
 RJ0140
 RJ0140.The geoid height was determined by GEOID03.
 RJ0140
 RJ0140.The dynamic height is computed by dividing the NAVD 88
 RJ0140.geopotential number by the normal gravity value computed on the
 RJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0140.degrees latitude (g = 980.6199 gals.).
 RJ0140
 RJ0140.The modeled gravity was interpolated from observed gravity values.
 RJ0140
 RJ0140;                    North         East    Units  Estimated Accuracy
 RJ0140;SPC MI N     -   191,250.    8,199,240.      MT  (+/- 180 meters Scaled)
 RJ0140
 RJ0140                          SUPERSEDED SURVEY CONTROL
 RJ0140
 RJ0140.No superseded survey control is available for this station.
 RJ0140
 RJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS992500(NAD 83)
 RJ0140_MARKER: Z = SEE DESCRIPTION
 RJ0140_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0140+WITH SETTING: INTO GROUND
 RJ0140_MARK LOGO: USE   
 RJ0140_PROJECTION: FLUSH
 RJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0140+STABILITY: SURFACE MOTION
 RJ0140_ROD/PIPE-DEPTH: 5.8  meters
 RJ0140
 RJ0140  HISTORY     - Date     Condition        Report By
 RJ0140  HISTORY     - 1971     MONUMENTED       USE
 RJ0140  HISTORY     - 1972     GOOD             USLS
 RJ0140  HISTORY     - 1983     GOOD             NGS
 RJ0140
 RJ0140                          STATION DESCRIPTION
 RJ0140
 RJ0140'DESCRIBED BY US LAKE SURVEY 1972
 RJ0140'AT SAULT STE MARIE.
 RJ0140'KELLIS IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, 0.9
 RJ0140'MILES NORTH OF INTERSECTON OF 3-MILE AND BAKER ROADS, NEAR
 RJ0140'BOTTOM OF A HILL, 82.1 FEET NORTHEAST OF UTILITY POLE NO. H11/9,
 RJ0140'70.8 FEET SOUTHEAST OF UTILITY POLE NO. H11/8, 43 FEET EAST
 RJ0140'OF CENTERLINE OF BAKER ROAD, 16.7 FEET SOUTHWEST OF NORTHWEST
 RJ0140'CORNER AND 3.8 FEET WEST OF SOUTHWEST CORNER AND IN LINE WITH
 RJ0140'SOUTH FACE OF GARAGE ON KELLIS PROPERTY, 3/4-FOOT BELOW THE
 RJ0140'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER
 RJ0140'COPPER-COATED STEEL ROD, 19 FEET LONG.
 RJ0140
 RJ0140                          STATION RECOVERY (1983)
 RJ0140
 RJ0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0140'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM
 RJ0140'(0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0140'THENCE 5.8 KM (3.6 MI) EASTERLY ALONG ROUTE M 221 (WAISKA BAY ROAD),
 RJ0140'THENCE 6.4 KM (3.95 MI) NORTH ALONG BAKER ROAD, NEAR THE BOTTOM OF A
 RJ0140'HILL, ON PROPERTY OWNED BY MR. EDWIN L. AUBE, 13.1 METERS (43.0 FT)
 RJ0140'EAST OF A GRAVEL ROAD (BAKER ROAD), 25.0 METERS (82.1 FT) NORTHEAST OF
 RJ0140'UTILITY POLE NUMBER H 11/9, 21.6 METERS (70.8 FT) SOUTHEAST OF UTILITY
 RJ0140'POLE NUMBER H 11/8, 1.2 METERS (3.8 FT) WEST OF THE SOUTHWEST CORNER
 RJ0140'AND IN LINE WITH SOUTH FACE OF GARAGE, AND 5.1 METERS (16.7 FT)
 RJ0140'SOUTHWEST OF NORTHWEST CORNER OF GARAGE.
 RJ0140'THE MARK IS 0.21 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0076 ***********************************************************************
 RJ0076  DESIGNATION -  KELLY
 RJ0076  PID         -  RJ0076
 RJ0076  STATE/COUNTY-  MI/CHIPPEWA
 RJ0076  USGS QUAD   -  PICKFORD (1975)
 RJ0076
 RJ0076                         *CURRENT SURVEY CONTROL
 RJ0076  ___________________________________________________________________
 RJ0076* NAD 83(1986)-  46 09 30.     (N)    084 15 37.     (W)     SCALED    
 RJ0076* NAVD 88     -       202.202  (meters)     663.39   (feet)  ADJUSTED  
 RJ0076  ___________________________________________________________________
 RJ0076  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 RJ0076  DYNAMIC HT  -         202.210 (meters)     663.42  (feet)  COMP
 RJ0076  MODELED GRAV-     980,650.8   (mgal)                       NAVD 88
 RJ0076
 RJ0076  VERT ORDER  -  FIRST     CLASS 0
 RJ0076
 RJ0076.The horizontal coordinates were scaled from a topographic map and have
 RJ0076.an estimated accuracy of +/- 6 seconds.
 RJ0076
 RJ0076.The orthometric height was determined by differential leveling
 RJ0076.and adjusted by the National Geodetic Survey in June 1991..
 RJ0076
 RJ0076.The geoid height was determined by GEOID03.
 RJ0076
 RJ0076.The dynamic height is computed by dividing the NAVD 88
 RJ0076.geopotential number by the normal gravity value computed on the
 RJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0076.degrees latitude (g = 980.6199 gals.).
 RJ0076
 RJ0076.The modeled gravity was interpolated from observed gravity values.
 RJ0076
 RJ0076;                    North         East    Units  Estimated Accuracy
 RJ0076;SPC MI N     -   156,480.    8,211,560.      MT  (+/- 180 meters Scaled)
 RJ0076
 RJ0076                          SUPERSEDED SURVEY CONTROL
 RJ0076
 RJ0076.No superseded survey control is available for this station.
 RJ0076
 RJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS115152(NAD 83)
 RJ0076_MARKER: I = METAL ROD
 RJ0076_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0076+WITH SETTING: INTO GROUND
 RJ0076_SP_SET: METAL ROD WITH BASE PLATE
 RJ0076_MARK LOGO: USLS  
 RJ0076_PROJECTION: FLUSH
 RJ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0076+STABILITY: SURFACE MOTION
 RJ0076_ROD/PIPE-DEPTH: 3.0  meters
 RJ0076
 RJ0076  HISTORY     - Date     Condition        Report By
 RJ0076  HISTORY     - 1960     MONUMENTED       USLS
 RJ0076  HISTORY     - 1972     GOOD             USLS
 RJ0076  HISTORY     - 1983     GOOD             NGS
 RJ0076  HISTORY     - 1986     GOOD             NOS
 RJ0076
 RJ0076                          STATION DESCRIPTION
 RJ0076
 RJ0076'DESCRIBED BY US LAKE SURVEY 1972
 RJ0076'5.7 MI NW FROM STALWART.
 RJ0076'KELLY IS IN CHIPPEWA COUNTY, MICHIGAN, 5.7 MILES NORTH AND WEST
 RJ0076'FROM THE POST OFFICE AT STALWART, AT NORTHWEST CORNER OF
 RJ0076'INTERSECTION OF GOGOMAIN AND FAIRVIEW ROADS, 105 FEET NORTH OF
 RJ0076'CENTERLINE OF GOGOMAIN ROAD, 60.0 FEET NORTH OF UTILITY POLE
 RJ0076'NO. PD2/55/43B, 45.2 FEET SOUTHWEST OF UTILITY POLE NO.
 RJ0076'PD2/55/43C, ON LINE WITH EAST FACE AND 1.5 FEET SOUTH OF THE
 RJ0076'SOUTHEAST CORNER OF HOUSE OWNED BY JOSEPH W. KELLY, FLUSH WITH
 RJ0076'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A 1-INCH DIAMETER
 RJ0076'STEEL ROD, 10 FEET LONG.
 RJ0076
 RJ0076                          STATION RECOVERY (1983)
 RJ0076
 RJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0076'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  9.2 KM
 RJ0076'(5.7 MI) NORTHERLY ALONG STATE ROUTE 48 (FAIRVIEW ROAD) FROM THE POST
 RJ0076'OFFICE IN STALWART, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 RJ0076'GOGOMAIN ROAD AND FAIRVIEW ROAD, AT THE EAST ONE OF TWO HOUSES
 RJ0076'BELONGING TO MR. JOSEPH W. KELLY, 0.46 METERS (1.5 FT) SOUTH OF THE
 RJ0076'SOUTHEAST CORNER AND ON LINE WITH EAST FACE OF DWELLING, 32.0 METERS
 RJ0076'(105.0 FT) NORTH OF THE CENTERLINE OF GOGOMAIN ROAD, 18.3 METERS
 RJ0076'(60.0 FT) NORTH OF UTILITY POLE NUMBER PD 2/55/43 B, AND 13.8 METERS
 RJ0076'(45.2 FT) SOUTHWEST OF UTILITY POLE NUMBER PD 2/55/43 C.
 RJ0076'THE MARK IS 0.15 M BELOW GROUND.
 RJ0076
 RJ0076                          STATION RECOVERY (1986)
 RJ0076
 RJ0076'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986
 RJ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0022 ***********************************************************************
 OJ0022  DESIGNATION -  KELLY USLS
 OJ0022  PID         -  OJ0022
 OJ0022  STATE/COUNTY-  MI/ST CLAIR
 OJ0022  USGS QUAD   -  LAKEPORT (1976)
 OJ0022
 OJ0022                         *CURRENT SURVEY CONTROL
 OJ0022  ___________________________________________________________________
 OJ0022* NAD 83(1986)-  43 02 26.     (N)    082 26 46.     (W)     SCALED    
 OJ0022* NAVD 88     -       179.736  (meters)     589.68   (feet)  ADJUSTED  
 OJ0022  ___________________________________________________________________
 OJ0022  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ0022  DYNAMIC HT  -         179.693 (meters)     589.54  (feet)  COMP
 OJ0022  MODELED GRAV-     980,376.3   (mgal)                       NAVD 88
 OJ0022
 OJ0022  VERT ORDER  -  FIRST     CLASS 0
 OJ0022
 OJ0022.The horizontal coordinates were scaled from a topographic map and have
 OJ0022.an estimated accuracy of +/- 6 seconds.
 OJ0022
 OJ0022.The orthometric height was determined by differential leveling
 OJ0022.and adjusted by the National Geodetic Survey in June 1991..
 OJ0022
 OJ0022.The geoid height was determined by GEOID03.
 OJ0022
 OJ0022.The dynamic height is computed by dividing the NAVD 88
 OJ0022.geopotential number by the normal gravity value computed on the
 OJ0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0022.degrees latitude (g = 980.6199 gals.).
 OJ0022
 OJ0022.The modeled gravity was interpolated from observed gravity values.
 OJ0022
 OJ0022;                    North         East    Units  Estimated Accuracy
 OJ0022;SPC MI S     -   172,910.    4,156,470.      MT  (+/- 180 meters Scaled)
 OJ0022
 OJ0022                          SUPERSEDED SURVEY CONTROL
 OJ0022
 OJ0022  NGVD 29 (??/??/??)  179.851  (m)          590.06   (f) ADJUSTED    1 0
 OJ0022
 OJ0022.Superseded values are not recommended for survey control.
 OJ0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0022.See file dsdata.txt to determine how the superseded data were derived.
 OJ0022
 OJ0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH822663(NAD 83)
 OJ0022_MARKER: Z = SEE DESCRIPTION
 OJ0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0022_SP_SET: IRON BAR
 OJ0022_PROJECTION: FLUSH
 OJ0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0022+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 OJ0022_ROD/PIPE-DEPTH: 4.4  meters
 OJ0022
 OJ0022  HISTORY     - Date     Condition        Report By
 OJ0022  HISTORY     - 1947     MONUMENTED       USLS
 OJ0022  HISTORY     - 1970     GOOD             USLS
 OJ0022  HISTORY     - 1980     GOOD             NGS
 OJ0022  HISTORY     - 1983     GOOD             USPSQD
 OJ0022  HISTORY     - 19950928 GOOD             USPSQD
 OJ0022  HISTORY     - 19970705 GOOD             USPSQD
 OJ0022  HISTORY     - 20020505 GOOD             USPSQD
 OJ0022  HISTORY     - 20021017 GOOD             ADVGEO
 OJ0022
 OJ0022                          STATION DESCRIPTION
 OJ0022
 OJ0022'DESCRIBED BY US LAKE SURVEY 1970
 OJ0022'2 MI N FROM PORT HURON.
 OJ0022'KELLY IS IN ST. CLAIR COUNTY, MICHIGAN, 2.0 MILES NORTH OF
 OJ0022'INTERSECTION OF GRATIOT AVENUE AND EDISON BLVD. IN PORT HURON,
 OJ0022'JUST NORTH OF THE CITY LIMITS, ON WEST SIDE OF LAKESHORE ROAD,
 OJ0022'41.5 FEET EAST OF SOUTHEAST CORNER AND IN LINE WITH SOUTH FACE
 OJ0022'OF DWELLING AT NO. 4531 LAKESHORE RD., 2.0 FEET WEST OF WEST
 OJ0022'EDGE OF SIDEWALK, 1/4 FOOT BELOW THE GROUND SURFACE, BEING
 OJ0022'HIGHEST POINT ON TOP OF A 1-INCH DIAMETER IRON BAR, 14-1/2
 OJ0022'FEET LONG.  BM KELLY 1947
 OJ0022
 OJ0022                          STATION RECOVERY (1980)
 OJ0022
 OJ0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0022'IN KEEWAHDIN, 0.08 KILOMETER )0.05 MILE) NORTH-NORTHWEST FORM THE
 OJ0022'JUNCTION OF KEEWAHDIN ROAD AND LAKESHORE ROAD, IN THE FRONT LAWN
 OJ0022'OF HOUSE 4531. 12.6 METERS (41.5 FEET) EAST-NORTHEAST OF THE
 OJ0022'CORNER OF HOUSE NUMBER 4531, 5.0 METERS (16.4 FEET) WEST OF A
 OJ0022'FIRE HYDRANT, 0.97 METER (3.2 FEET) WEST-SOUTHWEST OF THE WEST
 OJ0022'SOUTHWEST EDGE OF THE SIDEWALK.
 OJ0022'THE MARK IS 0.1 M BELOW GROUND.
 OJ0022
 OJ0022                          STATION RECOVERY (1983)
 OJ0022
 OJ0022'RECOVERY NOTE BY US POWER SQUADRON 1983
 OJ0022'METAL ROD ENCHASED IN PIPE.
 OJ0022
 OJ0022                          STATION RECOVERY (1995)
 OJ0022
 OJ0022'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0022'RECOVERED IN GOOD CONDITION.
 OJ0022
 OJ0022                          STATION RECOVERY (1997)
 OJ0022
 OJ0022'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0022'RECOVERED IN GOOD CONDITION.
 OJ0022
 OJ0022                          STATION RECOVERY (2002)
 OJ0022
 OJ0022'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCO)
 OJ0022'LOCATE MARK BY MEASURING 5 FEET NORTH OF FIRE HYDRANT, THEN 15 FEET
 OJ0022'WEST OF FIRE HYDRANT.  MARK IS IN LINE WITH SOUTH FACE OF HOUSE NUMBER
 OJ0022'4531.
 OJ0022
 OJ0022                          STATION RECOVERY (2002)
 OJ0022
 OJ0022'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1213 ***********************************************************************
 RJ1213  DESIGNATION -  KELVEY
 RJ1213  PID         -  RJ1213
 RJ1213  STATE/COUNTY-  MI/MACKINAC
 RJ1213  USGS QUAD   -  MILLECOQUINS (1973)
 RJ1213
 RJ1213                         *CURRENT SURVEY CONTROL
 RJ1213  ___________________________________________________________________
 RJ1213* NAD 83(1994)-  46 11 28.91900(N)    085 34 18.68275(W)     ADJUSTED  
 RJ1213* NAVD 88     -       232.2    (meters)     762.     (feet)  VERTCON   
 RJ1213  ___________________________________________________________________
 RJ1213  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 RJ1213  GEOID HEIGHT-         -35.06  (meters)                     GEOID03
 RJ1213
 RJ1213  HORZ ORDER  -  THIRD
 RJ1213  VERT ORDER  -  THIRD ? (See Below)
 RJ1213
 RJ1213.The horizontal coordinates were established by classical geodetic methods
 RJ1213.and adjusted by the National Geodetic Survey in February 1997..
 RJ1213
 RJ1213.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1213.The vertical order pertains to the NGVD 29 superseded value.
 RJ1213
 RJ1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1213
 RJ1213.The geoid height was determined by GEOID03.
 RJ1213
 RJ1213;                    North         East     Units Scale Factor Converg.
 RJ1213;SPC MI N     -   157,487.331 8,110,230.187   MT  0.99990417   +1 01 56.1
 RJ1213;SPC MI N     -   516,690.72 26,608,366.76   iFT  0.99990417   +1 01 56.1
 RJ1213;UTM  16      - 5,116,301.219   610,202.159   MT  0.99974929   +1 01 50.6
 RJ1213
 RJ1213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1213!SPC MI N     -   0.99996910  x   0.99990417  =   0.99987328
 RJ1213!UTM  16      -   0.99996910  x   0.99974929  =   0.99971840
 RJ1213
 RJ1213:                Primary Azimuth Mark                     Grid Az
 RJ1213:SPC MI N     -  KELVEY AZ MK                             003 10 22.2
 RJ1213:UTM  16      -  KELVEY AZ MK                             003 10 27.7
 RJ1213
 RJ1213|---------------------------------------------------------------------|
 RJ1213| PID    Reference Object                     Distance      Geod. Az  |
 RJ1213|                                                           dddmmss.s |
 RJ1213| CH1290 KELVEY AZ MK                                       0041218.3 |
 RJ1213| CH1291 KELVEY RM 1                          14.326 METERS 18501     |
 RJ1213| CH1292 KELVEY RM 2                          13.029 METERS 35704     |
 RJ1213|---------------------------------------------------------------------|
 RJ1213
 RJ1213                          SUPERSEDED SURVEY CONTROL
 RJ1213
 RJ1213  NAD 83(1986)-  46 11 28.91365(N)    085 34 18.68134(W) AD(       ) 3
 RJ1213  NAD 27      -  46 11 28.93713(N)    085 34 18.30635(W) AD(       ) 3
 RJ1213  NGVD 29 (07/19/86)  232.1    (m)          761.     (f) LEVELING    3  
 RJ1213
 RJ1213.Superseded values are not recommended for survey control.
 RJ1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1213.See file dsdata.txt to determine how the superseded data were derived.
 RJ1213
 RJ1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1020216301(NAD 83)
 RJ1213_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1213_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1213
 RJ1213  HISTORY     - Date     Condition        Report By
 RJ1213  HISTORY     - 1965     MONUMENTED       CGS
 RJ1213  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 RJ1213  HISTORY     - 19950817 GOOD             USPSQD
 RJ1213
 RJ1213                          STATION DESCRIPTION
 RJ1213
 RJ1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1213'STATION IS ABOUT 11-1/2 MILES SOUTH-SOUTHWEST OF NEWBERRY, 5 MILES
 RJ1213'NORTH OF ENGADINE
 RJ1213'AND ON ROAD RIGHT-OF-WAY PROPERTY.
 RJ1213'
 RJ1213'TO REACH THE STATION FROM THE RAILROAD CROSSING AND STATE HIGHWAY 117
 RJ1213'IN ENGADINE, GO
 RJ1213'NORTH ON STATE HIGHWAY 117 FOR 5.0 MILES TO A CROSSROAD
 RJ1213'AND THE BETHLEHEM LUTHERAN CHURCH
 RJ1213'ON THE LEFT.  CONTINUE NORTH ON STATE
 RJ1213'HIGHWAY 117 FOR 0.25 MILE TO THE STATION ON THE
 RJ1213'LEFT.
 RJ1213'
 RJ1213'STATION MARKS ARE STANDARD DISKS STAMPED KELVEY 1965.  THE SURFACE
 RJ1213'DISK IS SET IN A
 RJ1213'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.
 RJ1213'IT IS 82 FEET SOUTH OF THE CENTER
 RJ1213'OF A DRIVEWAY, 59 FEET NORTH OF THE
 RJ1213'CENTER OF A FIELD ROAD AND 56 FEET WEST OF THE
 RJ1213'CENTER OF STATE HIGHWAY
 RJ1213'117.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF
 RJ1213'CONCRETE 36 INCHES
 RJ1213'BELOW THE GROUND SURFACE.
 RJ1213'
 RJ1213'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KELVEY NO 1 1965, IS
 RJ1213'SET IN A ROUND
 RJ1213'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 RJ1213'61 FEET WEST OF THE CENTER OF
 RJ1213'STATE HIGHWAY 117 AND 11 FEET NORTH OF THE
 RJ1213'CENTER OF THE FIELD ROAD.
 RJ1213'
 RJ1213'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KELVEY NO 2 1965, IS
 RJ1213'SET IN A ROUND
 RJ1213'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS
 RJ1213'58 FEET WEST OF THE CENTER OF
 RJ1213'STATE HIGHWAY 117 AND 39 FEET SOUTH OF THE
 RJ1213'CENTER OF THE DRIVEWAY.
 RJ1213'
 RJ1213'AZIMUTH MARK, A STANDARD DISK STAMPED KELVEY 1965, IS SET IN A ROUND
 RJ1213'CONCRETE MONUMENT
 RJ1213'WHICH PROJECTS 6 INCHES.  IT IS 70 FEET EAST OF THE
 RJ1213'CENTER OF STATE HIGHWAY 117, 2.7
 RJ1213'FEET NORTHWEST OF A METAL WITNESS
 RJ1213'POST AND 1.5 FEET WEST OF A FENCE.
 RJ1213'
 RJ1213'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 RJ1213'117 FOR 0.3 MILE TO
 RJ1213'THE AZIMUTH MARK ON THE RIGHT.
 RJ1213'
 RJ1213'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 RJ1213
 RJ1213                          STATION RECOVERY (1994)
 RJ1213
 RJ1213'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ1213'MARK NOT FOUND.
 RJ1213
 RJ1213                          STATION RECOVERY (1995)
 RJ1213
 RJ1213'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1260 ***********************************************************************
 RJ1260  DESIGNATION -  KEMP BC1+021
 RJ1260  PID         -  RJ1260
 RJ1260  STATE/COUNTY-  MI/CHIPPEWA
 RJ1260  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1260
 RJ1260                         *CURRENT SURVEY CONTROL
 RJ1260  ___________________________________________________________________
 RJ1260* NAD 83(1994)-  46 29 57.59839(N)    084 20 04.08551(W)     ADJUSTED  
 RJ1260* NAVD 88     -       178.99   (+/-2cm)     587.2    (feet)  VERTCON   
 RJ1260  ___________________________________________________________________
 RJ1260  X           -     434,207.526 (meters)                     COMP
 RJ1260  Y           -  -4,376,839.231 (meters)                     COMP
 RJ1260  Z           -   4,603,732.651 (meters)                     COMP
 RJ1260  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 RJ1260  ELLIP HEIGHT-         142.41  (meters)          (02/03/97) GPS OBS
 RJ1260  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 RJ1260
 RJ1260  HORZ ORDER  -  FIRST
 RJ1260  VERT ORDER  -  THIRD ? (See Below)
 RJ1260  ELLP ORDER  -  FOURTH    CLASS I
 RJ1260
 RJ1260.The horizontal coordinates were established by GPS observations
 RJ1260.and adjusted by the National Geodetic Survey in February 1997..
 RJ1260
 RJ1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1260.The vertical order pertains to the NGVD 29 superseded value.
 RJ1260
 RJ1260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1260
 RJ1260.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1260
 RJ1260.The ellipsoidal height was determined by GPS observations
 RJ1260.and is referenced to NAD 83.
 RJ1260
 RJ1260.The geoid height was determined by GEOID03.
 RJ1260
 RJ1260;                    North         East     Units Scale Factor Converg.
 RJ1260;SPC MI N     -   194,163.590 8,204,558.625   MT  0.99990980   +1 55 35.8
 RJ1260;SPC MI N     -   637,019.65 26,917,843.26   iFT  0.99990980   +1 55 35.8
 RJ1260;UTM  16      - 5,152,981.459   704,530.017   MT  1.00011423   +1 56 03.0
 RJ1260
 RJ1260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1260!SPC MI N     -   0.99997768  x   0.99990980  =   0.99988748
 RJ1260!UTM  16      -   0.99997768  x   1.00011423  =   1.00009190
 RJ1260
 RJ1260                          SUPERSEDED SURVEY CONTROL
 RJ1260
 RJ1260  NAD 83(1986)-  46 29 57.59038(N)    084 20 04.08346(W) AD(       ) 1
 RJ1260  NGVD 29 (05/22/90)  178.96   (m)          587.1    (f) LEVELING    3  
 RJ1260
 RJ1260.Superseded values are not recommended for survey control.
 RJ1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1260.See file dsdata.txt to determine how the superseded data were derived.
 RJ1260
 RJ1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0453052981(NAD 83)
 RJ1260_MARKER: DS = TRIANGULATION STATION DISK
 RJ1260_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1260+WITH SETTING: PAVEMENT
 RJ1260_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1260+STABILITY: SURFACE MOTION
 RJ1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1260+SATELLITE: SATELLITE OBSERVATIONS - 1988
 RJ1260
 RJ1260  HISTORY     - Date     Condition        Report By
 RJ1260  HISTORY     - 1988     MONUMENTED       USE
 RJ1260  HISTORY     - 19950603 GOOD             USPSQD
 RJ1260
 RJ1260                          STATION DESCRIPTION
 RJ1260
 RJ1260'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1260'THE STATION IS LOCATED IN SAULT STE MARIE MI, IN PART OF PRIVATE
 RJ1260'LAND CLAIM 157, SEC 5, T47N-R1E.
 RJ1260'OWNERSHIP---CITY OF SAULT STE MARIE
 RJ1260'
 RJ1260'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1260'EAST FOR O.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN
 RJ1260'LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ1260'AVENUE, TURN RIGHT AND GO EAST FOR 0.6 KM (0.4 MI) ON PORTAGE
 RJ1260'AVENUE TO JOHNSTONE STREET, TURN LEFT AND GO NORTH FOR ONE BLOCK ON
 RJ1260'JOHNSTONE STREET
 RJ1260'TO THE PARKING LOT OF THE VALLEY CAMP SHIP MUSEUM ON THE RIGHT, GO TO
 RJ1260'THE NORTHEAST CORNER OF THE PARKING LOT AND WALK 15.2 METERS (50
 RJ1260'FT) TO THE NORTHEAST CORNER OF THE PIER AND THE STATION.
 RJ1260'
 RJ1260'THE STATION IS A STANDARD COE DISK
 RJ1260'THAT IS STAMPED---BC1+021 1988---
 RJ1260'SET INTO THE CONCRETE SLAB FLUSH WITH THE GROUND.
 RJ1260'
 RJ1260'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1260
 RJ1260                          STATION RECOVERY (1995)
 RJ1260
 RJ1260'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1260'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1281 ***********************************************************************
 NE1281  DESIGNATION -  KENDALLWOOD WATER TANK
 NE1281  PID         -  NE1281
 NE1281  STATE/COUNTY-  MI/OAKLAND
 NE1281  USGS QUAD   -  WALLED LAKE (1983)
 NE1281
 NE1281                         *CURRENT SURVEY CONTROL
 NE1281  ___________________________________________________________________
 NE1281* NAD 83(1994)-  42 30 23.34649(N)    083 22 41.32319(W)     ADJUSTED  
 NE1281* NAVD 88     -                                                        
 NE1281  ___________________________________________________________________
 NE1281  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 NE1281  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NE1281
 NE1281  HORZ ORDER  -  THIRD
 NE1281
 NE1281.The horizontal coordinates were established by classical geodetic methods
 NE1281.and adjusted by the National Geodetic Survey in February 1997..
 NE1281
 NE1281
 NE1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1281
 NE1281.The geoid height was determined by GEOID03.
 NE1281
 NE1281;                    North         East     Units Scale Factor Converg.
 NE1281;SPC MI S     -   112,274.733 4,081,239.410   MT  0.99992858   +0 40 21.8
 NE1281;SPC MI S     -   368,355.42 13,389,893.08   iFT  0.99992858   +0 40 21.8
 NE1281;UTM  17      - 4,708,753.815   304,612.215   MT  1.00006972   -1 36 26.5
 NE1281
 NE1281                          SUPERSEDED SURVEY CONTROL
 NE1281
 NE1281  NAD 83(1986)-  42 30 23.35241(N)    083 22 41.35229(W) AD(       ) 4
 NE1281  NAD 27      -  42 30 23.22800(N)    083 22 41.59500(W) AD(       ) 3
 NE1281
 NE1281.Superseded values are not recommended for survey control.
 NE1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1281.See file dsdata.txt to determine how the superseded data were derived.
 NE1281
 NE1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0461208754(NAD 83)
 NE1281
 NE1281  HISTORY     - Date     Condition        Report By
 NE1281  HISTORY     - 1957     MONUMENTED       CGS
 NE1281  HISTORY     - 1977     GOOD             NGS
 NE1281
 NE1281                          STATION DESCRIPTION
 NE1281
 NE1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1281'THE STATION IS THE FINIAL AT THE APEX OF THE KENDALLWOOD WATER
 NE1281'TANK.  IT IS
 NE1281'LOCATED ABOUT 3.0 MI. N OF FARMINGTON.  THE SE LEG
 NE1281'OF THE STRUCTURE IS 30 FT. NW
 NE1281'OF THE NW CORNER OF THE KENDALLWOOD
 NE1281'NO. 2 PUMPING STATION, AND THE SW LEG IS 150 FT.
 NE1281'NE OF THE INTERSECTION
 NE1281'OF FARMINGTON ROAD AND HEARTHSTONE ROAD.
 NE1281'
 NE1281'THE TANK IS OF MUSHROOM SHAPE, AND IS SUPPORTED BY A FOUR-
 NE1281'LEGGED STEEL
 NE1281'STRUCTURE, OVERALL HEIGHT IS 130 FT.  THE TANK IS
 NE1281'PAINTED YELLOW, WHILE THE
 NE1281'SUPPORTING STRUCTURE IS PAINTED BROWN.
 NE1281'THE INSCRIPTION KENDALLWOOD IS PAINTED IN
 NE1281'BROWN ON THE S SIDE OF
 NE1281'THE TANK, AND THE LETTER K IS PAINTED IN BROWN ON THE NE
 NE1281'SIDE OF THE
 NE1281'TANK.
 NE1281'
 NE1281'THIS IS AN INTERSECTION STATION.
 NE1281
 NE1281                          STATION RECOVERY (1977)
 NE1281
 NE1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1281'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1281'
 NE1281'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FARMINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1116 ***********************************************************************
 RJ1116  DESIGNATION -  KENNETH
 RJ1116  PID         -  RJ1116
 RJ1116  STATE/COUNTY-  MI/MACKINAC
 RJ1116  USGS QUAD   -  KENNETH (1964)
 RJ1116
 RJ1116                         *CURRENT SURVEY CONTROL
 RJ1116  ___________________________________________________________________
 RJ1116* NAD 83(1994)-  46 06 20.03593(N)    084 55 34.81022(W)     ADJUSTED  
 RJ1116* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 RJ1116  ___________________________________________________________________
 RJ1116  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 RJ1116  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 RJ1116
 RJ1116  HORZ ORDER  -  FIRST
 RJ1116
 RJ1116.The horizontal coordinates were established by classical geodetic methods
 RJ1116.and adjusted by the National Geodetic Survey in February 1997..
 RJ1116
 RJ1116.The orthometric height was scaled from a topographic map.
 RJ1116
 RJ1116.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1116
 RJ1116.The geoid height was determined by GEOID03.
 RJ1116
 RJ1116;                    North         East     Units Scale Factor Converg.
 RJ1116;SPC MI N     -   149,054.833 8,160,294.008   MT  0.99990773   +1 29 55.8
 RJ1116;SPC MI N     -   489,025.04 26,772,618.14   iFT  0.99990773   +1 29 55.8
 RJ1116;UTM  16      - 5,107,866.983   660,261.651   MT  0.99991574   +1 29 40.7
 RJ1116
 RJ1116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1116!SPC MI N     -   0.99996632  x   0.99990773  =   0.99987406
 RJ1116!UTM  16      -   0.99996632  x   0.99991574  =   0.99988207
 RJ1116
 RJ1116|---------------------------------------------------------------------|
 RJ1116| PID    Reference Object                     Distance      Geod. Az  |
 RJ1116|                                                           dddmmss.s |
 RJ1116| CH1293 KENNETH RM 1                         19.495 METERS 06906     |
 RJ1116| CH1294 KENNETH RM 2                         20.848 METERS 24501     |
 RJ1116| RJ1118 FURLONG                             APPROX. 9.2 KM 3485431.7 |
 RJ1116|---------------------------------------------------------------------|
 RJ1116
 RJ1116                          SUPERSEDED SURVEY CONTROL
 RJ1116
 RJ1116  NAD 83(1986)-  46 06 20.02919(N)    084 55 34.80797(W) AD(       ) 1
 RJ1116  NAD 27      -  46 06 19.98585(N)    084 55 34.58296(W) AD(       ) 1
 RJ1116
 RJ1116.Superseded values are not recommended for survey control.
 RJ1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1116.See file dsdata.txt to determine how the superseded data were derived.
 RJ1116
 RJ1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS6026207867(NAD 83)
 RJ1116_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1116_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1116
 RJ1116  HISTORY     - Date     Condition        Report By
 RJ1116  HISTORY     - 1965     MONUMENTED       CGS
 RJ1116  HISTORY     - 19950703 GOOD             USPSQD
 RJ1116
 RJ1116                          STATION DESCRIPTION
 RJ1116
 RJ1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1116'STATION IS ON A TIMBERED RIDGE ABOUT 8 MILES SOUTHEAST OF TROUT
 RJ1116'LAKE, 8 MILES
 RJ1116'NORTHWEST OF MORAN AND ON U.S. GOVERNMENT PROPERTY.
 RJ1116'
 RJ1116'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TROUT LAKE, GO EAST
 RJ1116'AND SOUTHEAST ON
 RJ1116'STATE HIGHWAY 123 FOR 6.2 MILES TO A RAILROAD CROSSING.
 RJ1116'CONTINUE SOUTHEAST ON HIGHWAY 123
 RJ1116'FOR 2.6 MILES TO A SIDE ROAD LEFT.
 RJ1116'TURN LEFT AND GO EAST AND NORTHEAST ON A GRAVELED
 RJ1116'ROAD FOR 0.75 MILES
 RJ1116'TO A TRACK ROAD LEFT JUST BEFORE REACHING A CURVE.  TURN LEFT AND GO
 RJ1116'NORTH ON THE
 RJ1116'TRACK ROAD FOR 0.25 MILE TO A STEEP BANK ON THE LEFT.
 RJ1116'TURN LEFT AND FOLLOW THE RIDGE
 RJ1116'WEST-NORTHWEST FOR 0.05 MILE TO THE
 RJ1116'STATION ON THE HIGHEST POINT OF THE RIDGE.
 RJ1116'
 RJ1116'STATION MARKS ARE STANDARD DISKS STAMPED KENNETH 1965.  THE SURFACE
 RJ1116'DISK IS SET IN A
 RJ1116'ROUND CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 RJ1116'SURFACE OF THE GROUND.  IT IS 5
 RJ1116'FEET EAST OF A METAL WITNESS POST, 19
 RJ1116'FEET SOUTH OF A 10 INCH MAPLE TREE WITH A
 RJ1116'TRIANGULAR BLAZE ON THE
 RJ1116'SOUTH SIDE AND 27 FEET NORTH OF AN 8 INCH MAPLE TREE.  THE
 RJ1116'UNDERGROUND DISK IS
 RJ1116'SET IN AN IRREGULAR MASS OF CONCRETE 44 INCHES BELOW THE
 RJ1116'SURFACE OF THE GROUND.
 RJ1116'
 RJ1116'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KENNETH NO 1 1965, IS
 RJ1116'SET IN A ROUND
 RJ1116'CONCRETE MONUMENT WHICH PROJECTS 7 INCHES.  IT IS 1 FOOT
 RJ1116'NORTH OF A 3 INCH MAPLE TREE, 1.5
 RJ1116'FEET WEST OF A METAL WITNESS POST
 RJ1116'AND 22 FEET NORTH OF AN 8 INCH MAPLE TREE.
 RJ1116'
 RJ1116'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KENNETH NO 2 1965, IS
 RJ1116'SET IN A ROUND
 RJ1116'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES.  IT IS 2.6
 RJ1116'FEET NORTHEAST OF A METAL WITNESS
 RJ1116'POST AND 19 FEET SOUTHWEST OF A 15
 RJ1116'INCH MAPLE TREE.
 RJ1116'
 RJ1116'DUE TO THE HEAVY GROWTH OF TIMBER NO SUITABLE PLACE FOR AN AZIMUTH
 RJ1116'MARK COULD BE
 RJ1116'FOUND.
 RJ1116'HEIGHT OF LIGHT ABOVE STATION
 RJ1116'MARK 30 METERS.
 RJ1116
 RJ1116                          STATION RECOVERY (1995)
 RJ1116
 RJ1116'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0620 ***********************************************************************
 OK0620  DESIGNATION -  KENT
 OK0620  PID         -  OK0620
 OK0620  STATE/COUNTY-  MI/KENT
 OK0620  USGS QUAD   -  SPARTA (1972)
 OK0620
 OK0620                         *CURRENT SURVEY CONTROL
 OK0620  ___________________________________________________________________
 OK0620* NAD 83(1994)-  43 14 38.02760(N)    085 44 46.27359(W)     ADJUSTED  
 OK0620* NAVD 88     -       297.     (meters)     974.     (feet)  SCALED    
 OK0620  ___________________________________________________________________
 OK0620  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 OK0620  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 OK0620
 OK0620  HORZ ORDER  -  FIRST
 OK0620
 OK0620.The horizontal coordinates were established by classical geodetic methods
 OK0620.and adjusted by the National Geodetic Survey in February 1997..
 OK0620
 OK0620.The orthometric height was scaled from a topographic map.
 OK0620
 OK0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0620
 OK0620.The geoid height was determined by GEOID03.
 OK0620
 OK0620;                    North         East     Units Scale Factor Converg.
 OK0620;SPC MI S     -   194,627.826 3,887,971.762   MT  0.99992646   -0 56 19.7
 OK0620;SPC MI S     -   638,542.74 12,755,812.87   iFT  0.99992646   -0 56 19.7
 OK0620;UTM  16      - 4,788,662.780   601,791.591   MT  0.99972746   +0 51 32.6
 OK0620
 OK0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0620!SPC MI S     -   0.99995871  x   0.99992646  =   0.99988518
 OK0620!UTM  16      -   0.99995871  x   0.99972746  =   0.99968618
 OK0620
 OK0620:                Primary Azimuth Mark                     Grid Az
 OK0620:SPC MI S     -  FISK                                     068 59 33.5
 OK0620:UTM  16      -  FISK                                     067 11 41.2
 OK0620
 OK0620|---------------------------------------------------------------------|
 OK0620| PID    Reference Object                     Distance      Geod. Az  |
 OK0620|                                                           dddmmss.s |
 OK0620| OK0613 FISK                                APPROX.11.7 KM 0680313.8 |
 OK0620| CH0341 KENT RM 1                                          07334     |
 OK0620| OK0616 CEDAR SPRINGS WATER TANK            APPROX.15.9 KM 0971826.4 |
 OK0620| CH0342 KENT RM 2                                          32613     |
 OK0620|---------------------------------------------------------------------|
 OK0620
 OK0620                          SUPERSEDED SURVEY CONTROL
 OK0620
 OK0620  NAD 83(1986)-  43 14 38.02766(N)    085 44 46.28307(W) AD(       ) 1
 OK0620  NAD 27      -  43 14 37.94400(N)    085 44 46.12400(W) AD(       ) 1
 OK0620
 OK0620.Superseded values are not recommended for survey control.
 OK0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0620.See file dsdata.txt to determine how the superseded data were derived.
 OK0620
 OK0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN0179288663(NAD 83)
 OK0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0620+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2001
 OK0620
 OK0620  HISTORY     - Date     Condition        Report By
 OK0620  HISTORY     - 1931     MONUMENTED       CGS
 OK0620  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0620  HISTORY     - 1975     GOOD             USGS
 OK0620  HISTORY     - 1980     MARK NOT FOUND   MIDH
 OK0620  HISTORY     - 20011221 GOOD             LOCSUR
 OK0620
 OK0620                          STATION DESCRIPTION
 OK0620
 OK0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0620'ABOUT 2 MILES NORTH-NORTHEAST
 OK0620'OF KENT CITY, ON
 OK0620'KNOLL IN CULTIVATED FIELD, IN CENTER OF SOUTH HALF OF NW 1/4 SEC.
 OK0620'21, T. 10 N., R. 12 W., 35 METERS
 OK0620'(115 FEET) EAST OF NORTH-AND-SOUTH ROW OF TREES
 OK0620'AND ON CENTER LINE (EXTENDED) OF ROAD LEADING TO
 OK0620'STATION SITE.  TO REACH FROM
 OK0620'KENT CITY, FOLLOW THE CASNOVIA ROAD NORTH 1.0 MILE FROM ROUTE M-46,
 OK0620'TURN RIGHT (EAST GRAVEL)
 OK0620'0.5 MILE, TURN LEFT (NORTH) ONTO GRAVEL ROAD AND CONTINUE 0.6 MILE
 OK0620'ABOUT 200 YARDS BEYOND RED
 OK0620'FARMHOUSE ON WEST SIDE OF ROAD, TURN LEFT THROUGH GATE
 OK0620'(JUST NORTH OF STUBBLE FIELD AND FENCE) AND
 OK0620'CONTINUE WEST ON ROAD 1/4 MILE BETWEEN
 OK0620'FENCE LINES AND PEACH ORCHARD TO TOP OF KNOLL AND STATION
 OK0620'SITE.  SURFACE AND
 OK0620'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN CONCRETE, NOTES 1A
 OK0620'AND 7A.  UPPER MARK IS 1
 OK0620'FOOT BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE STANDARD
 OK0620'REFERENCE DISKS IN CONCRETE, NOTE
 OK0620'11A.  NO. 1 IS ON NORTH-AND-SOUTH FENCE LINE
 OK0620'BETWEEN CULTIVATED FIELD AND WOOD LOT, ABOUT 30
 OK0620'METERS (98 FEET) SOUTH OF NORTH SIDE
 OK0620'OF FIELD, AND APPROXIMATELY 1/4 MILE FROM STATION IN AZIMUTH 253
 OK0620'DEG 34 MIN 29 SEC.  NO. 2 WAS ON EDGE
 OK0620'OF FIELD, ON EAST EDGE OF NORTH-AND-SOUTH ROW OF TREES, AND 58.12
 OK0620'METERS (190.6 FEET) FROM
 OK0620'STATION IN AZIMUTH 146 DEG 14 MIN.  IN 1932, THIS REFERENCE
 OK0620'MARK WAS MOVED TO POINT 197.25 FEET FROM
 OK0620'STATION IN AZIMUTH 144 DEG 32 MIN.
 OK0620
 OK0620                          STATION RECOVERY (1975)
 OK0620
 OK0620'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JPM)
 OK0620'STATION RM 1 AND RM 2 RECOVERED AS DESCRIBED IN GOOD CONDITION.
 OK0620
 OK0620                          STATION RECOVERY (1980)
 OK0620
 OK0620'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0620'THE STATION AND REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR AND NOT
 OK0620'RECOVERED.
 OK0620
 OK0620                          STATION RECOVERY (2001)
 OK0620
 OK0620'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KB)
 OK0620'ADDITIONAL INFO. C 1/4 COR. SEC. 21, T10N, R12W IS S53D12M44SE
 OK0620'1497.75' (456.51 M), RM 1 AZ 74-30-30 911.76 (277.90 M), RM 2 AZ
 OK0620'325-29-00 196.51' (59.90 M), RR SPIKE IN E. FACE MAPLE TREE W 115.6'
 OK0620'(35.2 M), 5TH ORCHARD TREE FROM WEST NNW 13.0' (4.0 M), 5TH ORCHARD
 OK0620'TREE FROM WEST SSW 22.5' (6.9 M), MARK IS 1' DEEP AND IN ORCHARD TRAIL
 OK0620' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1593 ***********************************************************************
 RL1593  DESIGNATION -  KENTON
 RL1593  PID         -  RL1593
 RL1593  STATE/COUNTY-  MI/HOUGHTON
 RL1593  USGS QUAD   -  
 RL1593
 RL1593                         *CURRENT SURVEY CONTROL
 RL1593  ___________________________________________________________________
 RL1593* NAD 83(1994)-  46 32 29.77143(N)    088 56 20.10228(W)     ADJUSTED  
 RL1593* NAVD 88     -       435.     (meters)    1427.     (feet)  SCALED    
 RL1593  ___________________________________________________________________
 RL1593  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 RL1593  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 RL1593
 RL1593  HORZ ORDER  -  FIRST
 RL1593
 RL1593.The horizontal coordinates were established by classical geodetic methods
 RL1593.and adjusted by the National Geodetic Survey in February 1997..
 RL1593
 RL1593.The orthometric height was scaled from a topographic map.
 RL1593
 RL1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1593
 RL1593.The geoid height was determined by GEOID03.
 RL1593
 RL1593;                    North         East     Units Scale Factor Converg.
 RL1593;SPC MI N     -   197,241.045 7,851,305.034   MT  0.99991282   -1 24 05.1
 RL1593;SPC MI N     -   647,116.29 25,758,874.78   iFT  0.99991282   -1 24 05.1
 RL1593;UTM  16      - 5,156,052.383   351,338.219   MT  0.99987166   -1 24 27.6
 RL1593
 RL1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1593!SPC MI N     -   0.99993689  x   0.99991282  =   0.99984972
 RL1593!UTM  16      -   0.99993689  x   0.99987166  =   0.99980856
 RL1593
 RL1593|---------------------------------------------------------------------|
 RL1593| PID    Reference Object                     Distance      Geod. Az  |
 RL1593|                                                           dddmmss.s |
 RL1593| CJ3170 KENTON RM 1                          32.034 METERS 04024     |
 RL1593| RL1594 CONNORS LOOKOUT TOWER               APPROX. 4.8 KM 0813759.8 |
 RL1593| RL1585 COVINGTON LOOKOUT TOWER             APPROX.30.9 KM 0873910.9 |
 RL1593| RL1563 SIDNAW LOOKOUT TOWER USGS           APPROX.19.3 KM 1090631.1 |
 RL1593| RL1582 TROUT CREEK LOOKOUT TOWER USGS      APPROX.12.0 KM 1993552.0 |
 RL1593| RL1102 PAULDING                            APPROX.26.6 KM 2335548.9 |
 RL1593| CJ3171 KENTON RM 2                          27.475 METERS 25823     |
 RL1593| RL1597 MASS C AND H MINING E SHFT STK      APPROX.27.6 KM 3322558.0 |
 RL1593|---------------------------------------------------------------------|
 RL1593
 RL1593                          SUPERSEDED SURVEY CONTROL
 RL1593
 RL1593  NAD 83(1986)-  46 32 29.76724(N)    088 56 20.09460(W) AD(       ) 1
 RL1593  NAD 27      -  46 32 29.97500(N)    088 56 19.59200(W) AD(       ) 1
 RL1593
 RL1593.Superseded values are not recommended for survey control.
 RL1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1593.See file dsdata.txt to determine how the superseded data were derived.
 RL1593
 RL1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS5133856052(NAD 83)
 RL1593_MARKER: DS = TRIANGULATION STATION DISK
 RL1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1593
 RL1593  HISTORY     - Date     Condition        Report By
 RL1593  HISTORY     - 1939     MONUMENTED       CGS
 RL1593  HISTORY     - 1940     GOOD             CGS
 RL1593
 RL1593                          STATION DESCRIPTION
 RL1593
 RL1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1593'THE STATION IS LOCATED 11.0 MILES EAST OF BRUCE CROSSING, 5.0
 RL1593'MILES NORTHEAST OF TROUT CREEK, AND 4.0 MILES NORTHWEST OF
 RL1593'KENTON, NEAR THE CENTER OF SECTION 21, T. 45 N., R. 37 W.,
 RL1593'AND ON LAND OWNED BY THE STATE OF MICHIGAN.  IT IS IN THE
 RL1593'CENTER OF A SMALL HILL, 21 FEET NORTH OF A TRIANGULAR-BLAZED
 RL1593'MAPLE TREE, 17 FEET SOUTHWEST OF A TRIANGULAR-BLAZED PINE
 RL1593'TREE, AND 16 FEET NORTHEAST OF A TRIANGULAR-BLAZED MAPLE
 RL1593'TREE.  THE MARK PROJECTS 4 INCHES ABOVE
 RL1593'THE GROUND AND IS STAMPED KENTON 1939.
 RL1593'
 RL1593'TO REACH THE STATION FROM THE RAILROAD STATION IN KENTON,
 RL1593'GO EAST ON MICHIGAN STATE HIGHWAY 28 FOR 0.25 MILE TO A
 RL1593'GRAVEL ROAD ON THE LEFT, TURN LEFT (NORTH) ON THE GRAVEL
 RL1593'ROAD AND GO 4.4 MILES TO ITS END, TURN LEFT (WEST) AND GO
 RL1593'0.1 MILE TO A FORK, TAKE THE LEFT FORK AND GO 2.0 MILES TO
 RL1593'A CULVERT AT A GAP IN THE SOUTH FENCE LINE AND A ROADWAY
 RL1593'CROSSING A PASTURE WHICH IS JUST WEST OF AN ABANDONED LUMBER
 RL1593'CAMP, TURN LEFT THROUGH GAP IN FENCE AND FOLLOW THE OLD ROAD
 RL1593'FOR 0.15 MILE TO WHERE IT ENTERS THE WOODS, CONTINUE ON THIS
 RL1593'ROAD FOR 0.25 MILE TO A FORK, TAKE THE CENTER FORK,
 RL1593'FOLLOWING ALONG TO THE LEFT OF A GRAVEL PIT, FOR 0.05 MILE
 RL1593'TO TRIANGULAR-BLAZED TREES ON EACH SIDE OF THE ROAD, TURN RIGHT AND
 RL1593'FOLLOW BLAZED TRUCK TRAIL WEST AND SOUTHWEST FOR 0.25 MILE
 RL1593'TO THE TOP OF A SMALL HILL AND THE STATION.
 RL1593'
 RL1593'REFERENCE MARK NO. 1 IS 32.034 METERS, OR 105.10 FEET
 RL1593'EAST-NORTHEAST OF THE STATION AND AT THE EAST EDGE OF THE
 RL1593'HILL.  THE MARK PROJECTS 4 INCHES ABOVE THE GROUND
 RL1593'AND IS STAMPED KENTON NO 1 1939.
 RL1593'
 RL1593'REFERENCE MARK NO. 2 IS 27.475 METERS, OR 90.14 FEET, WEST OF
 RL1593'THE STATION.  THE MARK PROJECTS 4 INCHES ABOVE THE
 RL1593'GROUND AND IS STAMPED KENTON NO 2 1939.
 RL1593'
 RL1593'HEAVY TIMBER PREVENTED AN AZIMUTH MARK FROM BEING SET AT
 RL1593'THIS STATION.
 RL1593'
 RL1593'ALL MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE WOODEN POSTS
 RL1593'WHICH PROJECT APPROXIMATELY 2.5 FEET ABOVE THE GROUND.
 RL1593'
 RL1593'A 103-FOOT TOWER IS NEEDED TO SEE A 100-FOOT TOWER AT PAULDING,
 RL1593'A 77-FOOT TOWER AT NORWICH, A 103-FOOT TOWER AT GREENLAND,
 RL1593'A 103-FOOT TOWER AT FROST, A 103-FOOT TOWER AT ECHO AND A
 RL1593'64-FOOT TOWER AT ELM.  A 113-FOOT TOWER IS NEEDED TO SEE
 RL1593'A 110-FOOT TOWER AT PORI.
 RL1593'
 RL1593'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 RL1593
 RL1593                          STATION RECOVERY (1940)
 RL1593
 RL1593'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1593'STATION RECOVERED AS DESCRIBED BY F.B. QUINN IN 1939.  ALL MARKS
 RL1593'FOUND IN GOOD CONDITION.  THE 1939 DESCRIPTION IS CORRECT AND
 RL1593'ADEQUATE WITH THE EXCEPTIONS NOTED BELOW.
 RL1593'
 RL1593'NOTE--DUE TO DENSE WOODS THERE WAS NO PLACE SUITABLE FOR AN
 RL1593'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0642 ***********************************************************************
 RK0642  DESIGNATION -  KENTUCKY
 RK0642  PID         -  RK0642
 RK0642  STATE/COUNTY-  MI/ALGER
 RK0642  USGS QUAD   -  POWELL LAKE (1985)
 RK0642
 RK0642                         *CURRENT SURVEY CONTROL
 RK0642  ___________________________________________________________________
 RK0642* NAD 83(1994)-  46 15 26.42973(N)    086 38 34.75526(W)     ADJUSTED  
 RK0642* NAVD 88     -       299.     (meters)     981.     (feet)  SCALED    
 RK0642  ___________________________________________________________________
 RK0642  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 RK0642  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 RK0642
 RK0642  HORZ ORDER  -  FIRST
 RK0642
 RK0642.The horizontal coordinates were established by classical geodetic methods
 RK0642.and adjusted by the National Geodetic Survey in February 1997..
 RK0642
 RK0642.The orthometric height was scaled from a topographic map.
 RK0642
 RK0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0642
 RK0642.The geoid height was determined by GEOID03.
 RK0642
 RK0642;                    North         East     Units Scale Factor Converg.
 RK0642;SPC MI N     -   163,889.136 8,027,524.106   MT  0.99990295   +0 15 29.0
 RK0642;SPC MI N     -   537,694.02 26,337,021.35   iFT  0.99990295   +0 15 29.0
 RK0642;UTM  16      - 5,122,702.488   527,515.852   MT  0.99960931   +0 15 28.5
 RK0642
 RK0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0642!SPC MI N     -   0.99995861  x   0.99990295  =   0.99986157
 RK0642!UTM  16      -   0.99995861  x   0.99960931  =   0.99956794
 RK0642
 RK0642:                Primary Azimuth Mark                     Grid Az
 RK0642:SPC MI N     -  WETMORE LOOKOUT TOWER                    009 29 01.7
 RK0642:UTM  16      -  WETMORE LOOKOUT TOWER                    009 29 02.2
 RK0642
 RK0642|---------------------------------------------------------------------|
 RK0642| PID    Reference Object                     Distance      Geod. Az  |
 RK0642|                                                           dddmmss.s |
 RK0642| RK0639 WETMORE LOOKOUT TOWER               APPROX.12.2 KM 0094430.7 |
 RK0642| CH1296 KENTUCKY RM 1                         7.056 METERS 03109     |
 RK0642| CH1295 KENTUCKY AZ MK                                     1285957.2 |
 RK0642| RK0653 TIE HILL LOOKOUT TOWER              APPROX. 8.9 KM 1713759.4 |
 RK0642| CH1297 KENTUCKY RM 2                        10.479 METERS 18516     |
 RK0642| RK0644 MUNISING U P MICROWAVE TOWER        APPROX.17.5 KM 3531643.9 |
 RK0642| RK0643 MUNISING RAD STA KQG 977 MAST       APPROX.17.4 KM 3532339.7 |
 RK0642|---------------------------------------------------------------------|
 RK0642
 RK0642                          SUPERSEDED SURVEY CONTROL
 RK0642
 RK0642  NAD 83(1986)-  46 15 26.42499(N)    086 38 34.75140(W) AD(       ) 1
 RK0642  NAD 27      -  46 15 26.59520(N)    086 38 34.19900(W) AD(       ) 1
 RK0642
 RK0642.Superseded values are not recommended for survey control.
 RK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0642.See file dsdata.txt to determine how the superseded data were derived.
 RK0642
 RK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES2751622702(NAD 83)
 RK0642_MARKER: S = SPIKE
 RK0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0642_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0642
 RK0642  HISTORY     - Date     Condition        Report By
 RK0642  HISTORY     - 1919     MONUMENTED       USLS
 RK0642  HISTORY     - 1938     GOOD             CGS
 RK0642  HISTORY     - 1955     SEE DESCRIPTION  CGS
 RK0642  HISTORY     - 1958     GOOD             USGS
 RK0642  HISTORY     - 1965     GOOD             CGS
 RK0642
 RK0642                          STATION DESCRIPTION
 RK0642
 RK0642'DESCRIBED BY US LAKE SURVEY 1919
 RK0642'ON HIGHEST POINT OF HIGHEST HILL OF GROUP KNOWN AS KENTUCKY HILLS,
 RK0642'AND THOUGHT TO BE IN NE1/4SE1/4 SEC. 35, T. 45 N., R. 19 W.  MARKED
 RK0642'BY SPIKES EACH SURROUNDED BY THREE OTHERS IN DOUBLE CONCRETE
 RK0642'MONUMENT. TOP OF UPPER MONUMENT IS FLUSH WITH SURFACE OF GROUND AND
 RK0642'MARKED U.S.L.S. 1919.
 RK0642
 RK0642                          STATION RECOVERY (1938)
 RK0642
 RK0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 RK0642'STATION RECOVERED IN GOOD CONDITION.  ON THE HIGHEST POINT OF THE
 RK0642'HIGHEST HILL OF A GROUP CALLED KENTUCKY HILLS.  STATION IS MARKED
 RK0642'BY A DOUBLE CONCRETE MONUMENT, TOP OF LOWER ONE BEING 2 FT. BELOW
 RK0642'GROUND SURFACE, TOP OF UPPER ONE BEING EVEN WITH SURFACE AND
 RK0642'MARKED USLS 1919.  CENTER IS A SPIKE WITH THREE OTHERS AROUND IT.
 RK0642'FIRE-LOOKOUT TOWER IS PRACTICALLY CENTERED OVER THE
 RK0642'STATION.
 RK0642'
 RK0642'TO REACH THE STATION FROM THE W END OF LOWER TWIN LAKE, FOLLOW THE
 RK0642'OLD NAHMA-WETMORE ROAD S FOR ABOUT 1/2 MI., CONTINUE ALONG THE
 RK0642'TELEPHONE LINE TO A 50-FT. HIGH STEEL FIRE-LOOKOUT TOWER.
 RK0642
 RK0642                          STATION RECOVERY (1955)
 RK0642
 RK0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0642'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  TWO REFERENCE
 RK0642'MARKS AND AN AZIMUTH MARK WRRE ESTABLISHED.  A COMPLETE DESCRIPTION
 RK0642'FOLLOWS--
 RK0642'
 RK0642'THE STATION IS LOCATED IN SECTION 35, T.45N., R.19W., ABOUT 10.5
 RK0642'MILES SOUTH OF MUNISING, ABOUT 10.5 MILES SOUTHWEST OF SHINGLETON ON
 RK0642'THE HIGHEST POINT OF THE HIGHEST HILL OF THE KENTUCKY HILLS.  THERE
 RK0642'IS AN ABANDONED LOOKOUT TOWER OVER THE STATION MARK.
 RK0642'
 RK0642'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 28 AND
 RK0642'FEDERAL FOREST HIGHWAY 13 IN WETMORE.  GO SOUTH ON FEDERAL FOREST
 RK0642'HIGHWAY 13 FOR 7.1 MILES TO A BLADED ROAD RIGHT AND A TRACK ROAD
 RK0642'LEFT. (THE AZIMUTH MARK IS 2.3 MILES SOUTH OF THIS POINT).  TURN
 RK0642'RIGHT, GO SOUTHWESTERLY 0.9 MILE TO A CROSSROAD.  CONTINUE STRAIGHT
 RK0642'AHEAD AND FOLLOW WINDING ROAD WEST, NORTH AND WEST 0.5 MILE TO A
 RK0642'TRACK ROAD LEFT.  TURN LEFT, GO SOUTH 0.65 MILE TO A TRACK ROAD
 RK0642'RIGHT.  TURN RIGHT, GO WEST 0.05 MILE TO END OF TRUCK TRAVEL AT
 RK0642'BASE OF WOODED HILL.  WALK WESTERLY UP HILL ABOUT 150 YARDS TO
 RK0642'THE LOOKOUT TOWER AND STATION.
 RK0642'
 RK0642'THE STATION MARK IS A METAL ROD EMBEDDED IN A ROUND CONCRETE MONUMENT
 RK0642'THAT IS FLUSH WITH THE GROUND LEVEL IN THE CENTER OF THE LOOKOUT
 RK0642'TOWER.  USLS 1919 IS IMPRINTED IN THE TOP OF THE MONUMENT.
 RK0642'
 RK0642'REFERENCE MARK 1, A STANDARD DISK STAMPED KENTUCKY USLS NO 1 1955 IS
 RK0642'SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND IS ABOUT 1
 RK0642'FOOT LOWER THAN THE STATION MARK.
 RK0642'
 RK0642'REFERENCE MARK 2, A STANDARD DISK STAMPED KENTUCKY USLS NO 2 1955 IS
 RK0642'SET IN A CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS ABOUT 1
 RK0642'FOOT LOWER THAN THE STATION MARK.
 RK0642'
 RK0642'THE AZIMUTH MARK, A STANDARD DISK STAMPED KENTUCKY USLS 1919 1955 IS
 RK0642'SET IN A CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 60 FEET
 RK0642'EAST OF AND ABOUT 15 FEET HIGHER THAN THE CENTER LINE OF FEDERAL
 RK0642'FOREST HIGHWAY 13 AT A CURVE AND 3 FEET NORTHWEST OF A WHITE
 RK0642'WITNESS POST.  THIS MARK IS NOT VISIBLE FROM THE GROUND AT THE
 RK0642'STATION AND WOULD REQUIRE AN ENORMOUS AMOUNT OF CLEARING TO BE
 RK0642'MADE SO.
 RK0642
 RK0642                          STATION RECOVERY (1958)
 RK0642
 RK0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 RK0642'STATION RECOVERED IN GOOD CONDITION, ALSO REFERENCE MARK.
 RK0642'
 RK0642'THE DESCRIPTION SHOULD READ NW 1/4 OF NE 1/4 OF SEC. 35, T 45 N,R 19
 RK0642'W--APPROXIMATELY 0.5 MILE WEST OF KENTUCKY CROSSROADS, THEN
 RK0642'APPROXIMATELY 0.7 MILE SOUTH BY TRAIL ROAD, THEN WEST ABOUT 700
 RK0642'FEET TO TOP OF HILL AND STATION.
 RK0642
 RK0642                          STATION RECOVERY (1965)
 RK0642
 RK0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0642'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 RK0642'DISTANCES AND DIRECTIONS TO ALL MARKS CHECKED.  THE LOOKOUT TOWER
 RK0642'OVER THE STATION HAS BEEN TORN DOWN, BUT THE CONCRETE FOOTINGS FOR
 RK0642'THE LEGS ARE STILL IN TACT.  THE 1955 DESCRIPTIONS ARE ADEQUATE.
 RK0642'
 RK0642'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0155 ***********************************************************************
 RL0155  DESIGNATION -  KEWEENAW N BASE AZ MK
 RL0155  PID         -  RL0155
 RL0155  STATE/COUNTY-  MI/HOUGHTON
 RL0155  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0155
 RL0155                         *CURRENT SURVEY CONTROL
 RL0155  ___________________________________________________________________
 RL0155* NAD 83(1986)-  46 56 17.     (N)    088 27 11.     (W)     SCALED    
 RL0155* NAVD 88     -       207.447  (meters)     680.60   (feet)  ADJUSTED  
 RL0155  ___________________________________________________________________
 RL0155  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 RL0155  DYNAMIC HT  -         207.461 (meters)     680.64  (feet)  COMP
 RL0155  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 RL0155
 RL0155  VERT ORDER  -  SECOND    CLASS 0
 RL0155
 RL0155.The horizontal coordinates were scaled from a topographic map and have
 RL0155.an estimated accuracy of +/- 6 seconds.
 RL0155
 RL0155.The orthometric height was determined by differential leveling
 RL0155.and adjusted by the National Geodetic Survey in June 1991..
 RL0155
 RL0155.The geoid height was determined by GEOID03.
 RL0155
 RL0155.The dynamic height is computed by dividing the NAVD 88
 RL0155.geopotential number by the normal gravity value computed on the
 RL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0155.degrees latitude (g = 980.6199 gals.).
 RL0155
 RL0155.The modeled gravity was interpolated from observed gravity values.
 RL0155
 RL0155;                    North         East    Units  Estimated Accuracy
 RL0155;SPC MI N     -   240,510.    7,889,370.      MT  (+/- 180 meters Scaled)
 RL0155
 RL0155                          SUPERSEDED SURVEY CONTROL
 RL0155
 RL0155  NGVD 29 (??/??/92)  207.435  (m)          680.56   (f) ADJ UNCH    2 0
 RL0155
 RL0155.Superseded values are not recommended for survey control.
 RL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0155.See file dsdata.txt to determine how the superseded data were derived.
 RL0155
 RL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS894993(NAD 83)
 RL0155_MARKER: DZ = AZIMUTH MARK DISK
 RL0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0155_STAMPING: KEWEENAW N BASE 1939
 RL0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0155+STABILITY: SURFACE MOTION
 RL0155
 RL0155  HISTORY     - Date     Condition        Report By
 RL0155  HISTORY     - 1939     MONUMENTED       CGS
 RL0155  HISTORY     - 1948     GOOD             NGS
 RL0155  HISTORY     - 19960725 MARK NOT FOUND   NGS
 RL0155
 RL0155                          STATION DESCRIPTION
 RL0155
 RL0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0155'5.5 MI N FROM KEWEENAW BAY.
 RL0155'ABOUT 1.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0155'KEWEENAW BAY, THENCE ABOUT 3.9 MILES NORTH ALONG U.S. HIGHWAY
 RL0155'41, AT THE BARAGA-HOUGHTON COUNTY LINE, 96 FEET NORTH OF THE
 RL0155'COUNTY LINE SIGN POST, 40 FEET SOUTHEAST OF THE CENTER OF THE
 RL0155'INTERSECTION OF A DRIVE WAY CROSSING (WEST TO HOUSE - EAST TO
 RL0155'FIELD), 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19
 RL0155'FEET SOUTH OF THE CENTER LINE OF THE ROAD TO FIELD, 13 FEET
 RL0155'SOUTH-SOUTHEAST OF THE SOUTH END OF A 12-INCH PIPE CULVERT
 RL0155'UNDER FIELD ROAD, 18 FEET WEST OF THE FENCE LINE, 2 FEET WEST
 RL0155'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RL0155'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 RL0155'MARK IS ABOUT 8.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM
 RL0155'THE POST OFFICE AT CHASSELL, HOUGHTON COUNTY.
 RL0155
 RL0155                          STATION RECOVERY (1996)
 RL0155
 RL0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 RL0155'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. ASSUMED
 RL0155'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0157 ***********************************************************************
 RL0157  DESIGNATION -  KEWEENAW N BASE RM 2
 RL0157  PID         -  RL0157
 RL0157  STATE/COUNTY-  MI/HOUGHTON
 RL0157  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0157
 RL0157                         *CURRENT SURVEY CONTROL
 RL0157  ___________________________________________________________________
 RL0157* NAD 83(1986)-  46 56 49.     (N)    088 27 00.     (W)     SCALED    
 RL0157* NAVD 88     -       205.353  (meters)     673.73   (feet)  ADJUSTED  
 RL0157  ___________________________________________________________________
 RL0157  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RL0157  DYNAMIC HT  -         205.367 (meters)     673.77  (feet)  COMP
 RL0157  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 RL0157
 RL0157  VERT ORDER  -  SECOND    CLASS 0
 RL0157
 RL0157.The horizontal coordinates were scaled from a topographic map and have
 RL0157.an estimated accuracy of +/- 6 seconds.
 RL0157
 RL0157.The orthometric height was determined by differential leveling
 RL0157.and adjusted by the National Geodetic Survey in June 1991..
 RL0157
 RL0157.The geoid height was determined by GEOID03.
 RL0157
 RL0157.The dynamic height is computed by dividing the NAVD 88
 RL0157.geopotential number by the normal gravity value computed on the
 RL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0157.degrees latitude (g = 980.6199 gals.).
 RL0157
 RL0157.The modeled gravity was interpolated from observed gravity values.
 RL0157
 RL0157;                    North         East    Units  Estimated Accuracy
 RL0157;SPC MI N     -   241,490.    7,889,620.      MT  (+/- 180 meters Scaled)
 RL0157
 RL0157                          SUPERSEDED SURVEY CONTROL
 RL0157
 RL0157  NGVD 29 (??/??/92)  205.341  (m)          673.69   (f) ADJ UNCH    2 0
 RL0157
 RL0157.Superseded values are not recommended for survey control.
 RL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0157.See file dsdata.txt to determine how the superseded data were derived.
 RL0157
 RL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT896002(NAD 83)
 RL0157_MARKER: DR = REFERENCE MARK DISK
 RL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0157_STAMPING: KEWEENAW N BASE NO 2 1939
 RL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0157+STABILITY: SURFACE MOTION
 RL0157
 RL0157  HISTORY     - Date     Condition        Report By
 RL0157  HISTORY     - 1939     MONUMENTED       CGS
 RL0157  HISTORY     - 1948     GOOD             NGS
 RL0157
 RL0157                          STATION DESCRIPTION
 RL0157
 RL0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0157'6 MI N FROM KEWEENAW BAY.
 RL0157'ABOUT 1.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0157'KEWEENAW BAY, THENCE ABOUT 4.45 MILES NORTH ALONG U.S. HIGHWAY
 RL0157'41, ABOUT 0.55 MILE NORTH OF THE BARAGA-HOUGHTON COUNTY LINE,
 RL0157'ON THE INSIDE OF A LONG CURVE WITH TANGENTS SOUTH AND NORTHWEST,
 RL0157'141 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM THE STATION
 RL0157'MARK, 164 FEET NORTH OF R.M. NO. 1, 32 FEET WEST OF THE CENTER
 RL0157'LINE OF THE HIGHWAY, 2 FEET NORTH OF A POWER POLE WITH
 RL0157'TRANSFORMER, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF
 RL0157'A CONCRETE POST PROJECTING 2 INCHES.  MARK IS ABOUT 7.45 MILES
 RL0157'SOUTH OF THE POST OFFICE AT CHASSELL, HOUGHTON COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0158 ***********************************************************************
 RL0158  DESIGNATION -  KEWEENAW N BASE RM 1
 RL0158  PID         -  RL0158
 RL0158  STATE/COUNTY-  MI/HOUGHTON
 RL0158  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0158
 RL0158                         *CURRENT SURVEY CONTROL
 RL0158  ___________________________________________________________________
 RL0158* NAD 83(1986)-  46 56 46.     (N)    088 27 02.     (W)     SCALED    
 RL0158* NAVD 88     -       205.317  (meters)     673.61   (feet)  ADJUSTED  
 RL0158  ___________________________________________________________________
 RL0158  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RL0158  DYNAMIC HT  -         205.331 (meters)     673.66  (feet)  COMP
 RL0158  MODELED GRAV-     980,677.5   (mgal)                       NAVD 88
 RL0158
 RL0158  VERT ORDER  -  SECOND    CLASS 0
 RL0158
 RL0158.The horizontal coordinates were scaled from a topographic map and have
 RL0158.an estimated accuracy of +/- 6 seconds.
 RL0158
 RL0158.The orthometric height was determined by differential leveling
 RL0158.and adjusted by the National Geodetic Survey in June 1991..
 RL0158
 RL0158.The geoid height was determined by GEOID03.
 RL0158
 RL0158.The dynamic height is computed by dividing the NAVD 88
 RL0158.geopotential number by the normal gravity value computed on the
 RL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0158.degrees latitude (g = 980.6199 gals.).
 RL0158
 RL0158.The modeled gravity was interpolated from observed gravity values.
 RL0158
 RL0158;                    North         East    Units  Estimated Accuracy
 RL0158;SPC MI N     -   241,400.    7,889,580.      MT  (+/- 180 meters Scaled)
 RL0158
 RL0158                          SUPERSEDED SURVEY CONTROL
 RL0158
 RL0158  NGVD 29 (??/??/92)  205.305  (m)          673.57   (f) ADJ UNCH    2 0
 RL0158
 RL0158.Superseded values are not recommended for survey control.
 RL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0158.See file dsdata.txt to determine how the superseded data were derived.
 RL0158
 RL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT896001(NAD 83)
 RL0158_MARKER: DB = BENCH MARK DISK
 RL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0158_STAMPING: KEWEENAW N BASE NO 1 1939
 RL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0158+STABILITY: SURFACE MOTION
 RL0158
 RL0158  HISTORY     - Date     Condition        Report By
 RL0158  HISTORY     - 1939     MONUMENTED       CGS
 RL0158  HISTORY     - 1948     GOOD             NGS
 RL0158
 RL0158                          STATION DESCRIPTION
 RL0158
 RL0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0158'6 MI N FROM KEWEENAW BAY.
 RL0158'ABOUT 1.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0158'KEWEENAW BAY, THENCE ABOUT 4.45 MILES NORTH ALONG U.S. HIGHWAY
 RL0158'41, ABOUT 0.55 MILE NORTH OF THE BARAGA-HOUGHTON COUNTY LINE
 RL0158'ON THE INSIDE OF A LONG CURVE WITH TANGENTS NORTHWEST AND SOUTH,
 RL0158'33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 164 FEET SOUTH
 RL0158'OF R.M. NO. 2, 142 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM
 RL0158'THE STATION MARK, 30 FEET EAST-SOUTHEAST OF A 30-INCH HARD
 RL0158'MAPLE TREE, 93 FEET NORTH OF THE NORTH END OF THE WEST HEAD
 RL0158'WALL OF A 36-INCH PIPE CULVERT, 2 1/2 FEET NORTHEAST OF A WHITE
 RL0158'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN
 RL0158'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  MARK IS ABOUT
 RL0158'7.45 MILES SOUTH OF THE POST OFFICE AT CHASSELL, HOUGHTON
 RL0158'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0156 ***********************************************************************
 RL0156  DESIGNATION -  KEWEENAW POINT N BASE RESET
 RL0156  PID         -  RL0156
 RL0156  STATE/COUNTY-  MI/HOUGHTON
 RL0156  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0156
 RL0156                         *CURRENT SURVEY CONTROL
 RL0156  ___________________________________________________________________
 RL0156* NAD 83(1994)-  46 56 47.69403(N)    088 26 59.33500(W)     ADJUSTED  
 RL0156* NAVD 88     -       204.187  (meters)     669.90   (feet)  ADJUSTED  
 RL0156  ___________________________________________________________________
 RL0156  LAPLACE CORR-         -11.05  (seconds)                    DEFLEC99
 RL0156  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RL0156  DYNAMIC HT  -         204.201 (meters)     669.95  (feet)  COMP
 RL0156  MODELED GRAV-     980,677.6   (mgal)                       NAVD 88
 RL0156
 RL0156  HORZ ORDER  -  FIRST
 RL0156  VERT ORDER  -  SECOND    CLASS 0
 RL0156
 RL0156.The horizontal coordinates were established by classical geodetic methods
 RL0156.and adjusted by the National Geodetic Survey in February 1997..
 RL0156
 RL0156.The orthometric height was determined by differential leveling
 RL0156.and adjusted by the National Geodetic Survey in June 1991..
 RL0156
 RL0156.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0156
 RL0156.The geoid height was determined by GEOID03.
 RL0156
 RL0156.The dynamic height is computed by dividing the NAVD 88
 RL0156.geopotential number by the normal gravity value computed on the
 RL0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0156.degrees latitude (g = 980.6199 gals.).
 RL0156
 RL0156.The modeled gravity was interpolated from observed gravity values.
 RL0156
 RL0156;                    North         East     Units Scale Factor Converg.
 RL0156;SPC MI N     -   241,448.700 7,889,632.520   MT  0.99996949   -1 02 52.5
 RL0156;SPC MI N     -   792,154.53 25,884,621.13   iFT  0.99996949   -1 02 52.5
 RL0156;UTM  16      - 5,200,248.085   389,667.934   MT  0.99974962   -1 03 34.2
 RL0156
 RL0156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0156!SPC MI N     -   0.99997344  x   0.99996949  =   0.99994293
 RL0156!UTM  16      -   0.99997344  x   0.99974962  =   0.99972307
 RL0156
 RL0156:                Primary Azimuth Mark                     Grid Az
 RL0156:SPC MI N     -  CALUMET C H COPPER CO SUPR STK           001 30 58.7
 RL0156:UTM  16      -  CALUMET C H COPPER CO SUPR STK           001 31 40.4
 RL0156
 RL0156|---------------------------------------------------------------------|
 RL0156| PID    Reference Object                     Distance      Geod. Az  |
 RL0156|                                                           dddmmss.s |
 RL0156| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX.33.1 KM 0002806.2 |
 RL0156| RK0599 HURON ISLAND LIGHTHOUSE             APPROX.34.4 KM 0864552.1 |
 RL0156| RL1530 PEQUAMING FORD MILL SHORT TANK      APPROX.11.1 KM 1604528.5 |
 RL0156| RL1531 PEQUAMING FORD MILL TALL TANK       APPROX.11.1 KM 1604957.1 |
 RL0156| CJ3172 KEWEENAW POINT N BASE AZ MK                        1982700.2 |
 RL0156| CJ3173 KEWEENAW POINT N BASE RM 1           43.498 METERS 23907     |
 RL0156| RL1583 OTTER LAKE LOOKOUT TOWER            APPROX. 8.9 KM 2411302.1 |
 RL0156| SG0234 PAINESDALE MUNICIPAL TANK           APPROX.20.1 KM 3015836.3 |
 RL0156| CJ3174 KEWEENAW POINT N BASE RM 2           42.861 METERS 30844     |
 RL0156| SG0194 EAST QUINCY QUINCY MINE 2 STK       APPROX.23.0 KM 3355613.8 |
 RL0156| SG0198 HANCOCK QUINCY MINING TOWN TK       APPROX.23.5 KM 3361806.9 |
 RL0156| SG0192 HANCOCK QUINCY MINE 6 TALL STK      APPROX.23.3 KM 3365617.5 |
 RL0156| SG0193 FRANKLIN MINING TOWN TANK           APPROX.24.3 KM 3403600.0 |
 RL0156| SG0181 CALUMET C H COPPER CO STACK         APPROX.34.1 KM 3584402.9 |
 RL0156| SG0171 CALUMET C H COPPER CO H S STK       APPROX.32.4 KM 3592836.7 |
 RL0156|---------------------------------------------------------------------|
 RL0156
 RL0156                          SUPERSEDED SURVEY CONTROL
 RL0156
 RL0156  NAD 83(1986)-  46 56 47.68771(N)    088 26 59.31301(W) AD(       ) 1
 RL0156  NAD 27      -  46 56 47.94400(N)    088 26 58.86500(W) AD(       ) 1
 RL0156  NGVD 29 (??/??/92)  204.18   (m)          669.9    (f) COMPUTED    2 0
 RL0156
 RL0156.Superseded values are not recommended for survey control.
 RL0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0156.See file dsdata.txt to determine how the superseded data were derived.
 RL0156
 RL0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT8966800248(NAD 83)
 RL0156_MARKER: DS = TRIANGULATION STATION DISK
 RL0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0156_STAMPING: KEWEENAW N BASE USLS 1871 1939
 RL0156_MARK LOGO: USLS  
 RL0156_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0156+STABILITY: SURFACE MOTION
 RL0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0156+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1994
 RL0156
 RL0156  HISTORY     - Date     Condition        Report By
 RL0156  HISTORY     - 1939     MONUMENTED       CGS
 RL0156  HISTORY     - 1948     GOOD             NGS
 RL0156  HISTORY     - 1956     GOOD             CGS
 RL0156  HISTORY     - 1977     GOOD             NGS
 RL0156  HISTORY     - 19940316 GOOD             MIDT
 RL0156
 RL0156                          STATION DESCRIPTION
 RL0156
 RL0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0156'THE 1871 UNDERGROUND MARK OF THE U.S. LAKE SURVEY WAS RECOVERED AS
 RL0156'DESCRIBED.  A MONUMENT, ERRONEOUSLY DESCRIBED AS A REFERENCE
 RL0156'MARK AND SETTING DIRECTLY ABOVE THE UNDERGROUND MARK, WAS
 RL0156'DESTROYED BY THIS PARTY AND REPLACED BY A CONCRETE POST WITH
 RL0156'A STANDARD STATION MARK DISK.  A REFERENCE MARK, ERRONEOUSLY
 RL0156'DESCRIBED AS THE STATION MARK, WAS FOUND 6 INCHES UNDERGROUND
 RL0156'AND 28.62 INCHES SOUTH OF THE STATION.  THIS MARK HAS BEEN
 RL0156'STRAIGHTENED AND COVERED IN 1939, AND HAS NO VALUE FOR
 RL0156'REFERENCE PURPOSES.  TWO STANDARD REFERENCE MARKS WERE
 RL0156'ESTABLISHED.
 RL0156'
 RL0156'THE STATION IS ABOUT 7 MILES SOUTH-SOUTHEAST OF THE TOWN
 RL0156'OF CHASSELL AND ABOUT 0.52 MILE NORTH OF THE HOUGHTON-BARAGA
 RL0156'COUNTY LINE.  IT IS IN THE NORTHEAST QUARTER OF SEC. 35, T.
 RL0156'53 N., R. 38 W. AND ON THE OLD RIGHT-OF-WAY OF U.S. HIGHWAY
 RL0156'41, ON PROPERTY THAT HAS PROBABLY REVERTED TO THE ORIGINAL
 RL0156'OWNER.  THE MARK IS 72 FEET (NOT 74.8 FEET), EAST OF THE
 RL0156'EAST EDGE OF THE PAVEMENT AT THE APPROXIMATE MIDDLE OF A
 RL0156'LONG CURVE.  IT IS ABOUT 80 YARDS (NOT 50 YARDS), NORTH
 RL0156'OF A SMALL SHINGLE COTTAGE AND ABOUT 52 PACES NORTH OF A FOOT
 RL0156'GATE TO THIS COTTAGE.  THREE BLAZED MAPLE TREES, HAVING
 RL0156'ROOFING WASHERS IN THE CENTERS OF THE BLAZES, ARE 15 FEET
 RL0156'NORTHEAST, 20.3 FEET EAST, AND 13.6 FEET SOUTHEAST OF THE
 RL0156'STATION MARK, RESPECTIVELY.  (APPARENTLY THE DISTANCES TO
 RL0156'THESE TREES MEASURED BY WILLIAM MUSSETTER IN 1934 ARE
 RL0156'TO THE OLD BURIED REFERENCE ROCK 28.62 INCHES SOUTH OF THE
 RL0156'STATION).  THE MARK IS STAMPED KEWEENAW N BASE 1939 USLS
 RL0156'1871, AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0156'
 RL0156'NOTE--THE DITCH MENTIONED IN THE 1934 RECOVERY NOTE AS 5
 RL0156'FEET WEST OF THE STATION, IS NOT IN EXISTENCE.
 RL0156'
 RL0156'TO REACH FROM THE CENTER OF CHASSELL, DRIVE SOUTH ON U.S.
 RL0156'HIGHWAY 41 (PAVED) FOR 7.5 MILES TO THE CENTER OF A LONG CURVE TO
 RL0156'THE RIGHT, WHERE THE STATION IS AT THE LEFT IN THE EDGE OF
 RL0156'THE WOODS.
 RL0156'
 RL0156'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL0156'BRONZE DISKS.
 RL0156'THE MARKS ARE WITNESSED BY 4- BY 4-INCH WHITE
 RL0156'WOODEN POSTS WHICH PROJECT 2-1/2 FEET ABOVE THE GROUND.
 RL0156'
 RL0156'REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF THE STATION, 23.5
 RL0156'FEET WEST OF THE WEST EDGE OF THE PAVEMENT, STAMPED KEWEENAW
 RL0156'N BASE NO 1 1939 USLS 1871 AND PROJECTS 6 INCHES ABOVE THE
 RL0156'GROUND.
 RL0156'
 RL0156'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 21.85 FEET WEST
 RL0156'OF THE WEST EDGE OF THE PAVEMENT, STAMPED KEWEENAW N BASE
 RL0156'NO 2 1939 USLS 1871 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 RL0156'
 RL0156'AZIMUTH MARK, ESTABLISHED IN 1939, IS SOUTH OF THE STATION,
 RL0156'21.4 FEET EAST OF THE EAST EDGE OF THE PAVEMENT, 28 FEET SOUTHWEST
 RL0156'OF THE CENTER OF A PASTURE GATE, 19 FEET WEST OF THE EAST
 RL0156'RIGHT-OF-WAY FENCE, AND ABOUT 90 FEET NORTH OF THE HOUGHTON-BARAGA
 RL0156'COUNTY LINE.  IT IS STAMPED KEWEENAW N BASE 1939 USLS 1871 AND
 RL0156'PROJECTS 4 INCHES ABOVE THE GROUND.
 RL0156'
 RL0156'A 90-FOOT TOWER IS NEEDED TO SEE ALL LINES EXCEPT KEWEENAW
 RL0156'POINT SOUTH BASE (USLS) 1871 WHICH IS VISIBLE FROM THE GROUND
 RL0156'AT THIS STATION.
 RL0156'
 RL0156'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RL0156
 RL0156                          STATION RECOVERY (1948)
 RL0156
 RL0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0156'6 MI N FROM KEWEENAW BAY.
 RL0156'ABOUT 1.6 MILES NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0156'KEWEENAW BAY, THENCE ABOUT 4.45 MILES NORTH ALONG U.S. HIGHWAY
 RL0156'41, ABOUT 0.55 MILE NORTH OF THE BARAGA-HOUGHTON COUNTY LINE,
 RL0156'AT THE OUTSIDE OF A LONG CURVE WITH TANGENTS NORTHWEST AND
 RL0156'SOUTH, 83 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 140
 RL0156'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RUSTIC LOG CABIN ON
 RL0156'EAST SIDE OF HIGHWAY, 13 FEET NORTHWEST OF A TRIANGULAR BLAZED
 RL0156'21-INCH HARD MAPLE TREE, 20 FEET WEST OF A TRIANGULAR BLAZED
 RL0156'16-INCH HARD MAPLE TREE, 142 FEET NORTHEAST AND ACROSS THE
 RL0156'HIGHWAY FROM R.M. NO. 1 141 FEET SOUTHEAST AND ACROSS THE
 RL0156'HIGHWAY FROM R.M. NO. 2, ABOUT IN LINE WITH THE PROLONGED
 RL0156'CENTER LINE OF BOTH TANGENTS OF THE HIGHWAY, 2 FEET WEST OF A
 RL0156'WHITE WOODEN WITNESS POST, 3 FEET BELOW THE HIGHWAY AND SET
 RL0156'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  MARK IS
 RL0156'ABOUT 7.45 MILES SOUTH OF THE POST OFFICE AT CHASSELL, HOUGHTON
 RL0156'COUNTY.
 RL0156
 RL0156                          STATION RECOVERY (1956)
 RL0156
 RL0156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL0156'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 RL0156'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 RL0156'ARE IN GOOD CONDITION.  THE DISTANCE AND DIRECTIONS ARE
 RL0156'VERIFIED AND THE DESCRIPTION IS ENTIRELY ADEQUATE.
 RL0156'
 RL0156'REFERENCE MARK NO. 2 IS 2 FEET NORTH OF A POWER POLE WITH
 RL0156'TRANSFORMER AND A STANDARD WITNESS POST WAS SET 1 FOOT NORTH
 RL0156'OF THE MARK.
 RL0156
 RL0156                          STATION RECOVERY (1977)
 RL0156
 RL0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WCM)
 RL0156'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS 10
 RL0156'PACES NORTH OF A WOODEN FENCE BETWEEN MR. ALLENS AND MR. WARRONS
 RL0156'PROPERTY, 99 FEET SOUTH OF A DRIVE LEADING TO THE ALLENS VILLA
 RL0156'SIGN, 49 PACES EAST OF THE CENTER LINE OF U.S. HIGHWAY 41, MARKED
 RL0156'BY A 4X4 WITNESS POST WITH A WITNESS POST SIGN NAILED TO IT, 2 FOOT
 RL0156'WEST OF WITNESS POST.  A NEW TO REACH FOLLOWS.
 RL0156'
 RL0156'TO REACH FROM THE U.S. POST OFFICE IN CHASSELL, GO SOUTH ON U.S.
 RL0156'HIGHWAY 41 FOR 0.85 MILE TO RAILROAD TRACKS, CONTINUE SOUTHERLY ON
 RL0156'U.S. HIGHWAY 41 FOR 2.5 MILES TO A SIDE ROAD LEFT (COUNTY ROAD
 RL0156'C-121).  CONTINUE SOUTHERLY ON U.S. HIGHWAY 41 FOR 3.45 MILES TO A
 RL0156'SURFACED SIDE ROAD RIGHT.  CONTINUE SOUTHERLY ON U.S. HIGHWAY 41
 RL0156'FOR 0.5 MILE TO A SIDE ROAD LEFT, LEADING TO THE ALLENS VILLA.
 RL0156'TURN LEFT AND GO ABOUT 150 FEET THEN BEAR RIGHT FOR ABOUT 100
 RL0156'FEET TO STATION.
 RL0156'
 RL0156'A SEARCH WAS MADE FOR REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK,
 RL0156'MARKS WERE NOT RECOVERED.
 RL0156'
 RL0156'THE STATION IS LOCATED ON THE PROPERTY OF MR. SIDNEY ALLEN, 3900 VIA
 RL0156'CARDELINA, PALOS VERDER ESTATES, CALIF. 90274.
 RL0156'
 RL0156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 7 MILES
 RL0156'SOUTH-SOUTHEAST OF CHASSELL.
 RL0156
 RL0156                          STATION RECOVERY (1994)
 RL0156
 RL0156'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (SHN)
 RL0156'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0149 ***********************************************************************
 RL0149  DESIGNATION -  KEWEENAW POINT S BASE RESET
 RL0149  PID         -  RL0149
 RL0149  STATE/COUNTY-  MI/BARAGA
 RL0149  USGS QUAD   -  L'ANSE (1985)
 RL0149
 RL0149                         *CURRENT SURVEY CONTROL
 RL0149  ___________________________________________________________________
 RL0149* NAD 83(1994)-  46 52 17.44382(N)    088 29 16.63853(W)     ADJUSTED  
 RL0149* NAVD 88     -       204.308  (meters)     670.30   (feet)  ADJUSTED  
 RL0149  ___________________________________________________________________
 RL0149  X           -     115,265.167 (meters)                     COMP
 RL0149  Y           -  -4,366,718.586 (meters)                     COMP
 RL0149  Z           -   4,632,135.530 (meters)                     COMP
 RL0149  LAPLACE CORR-          -9.40  (seconds)                    DEFLEC99
 RL0149  ELLIP HEIGHT-         170.00  (meters)          (07/17/02) GPS OBS
 RL0149  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 RL0149  DYNAMIC HT  -         204.321 (meters)     670.34  (feet)  COMP
 RL0149  MODELED GRAV-     980,673.1   (mgal)                       NAVD 88
 RL0149
 RL0149  HORZ ORDER  -  FIRST
 RL0149  VERT ORDER  -  SECOND    CLASS 0
 RL0149  ELLP ORDER  -  FOURTH    CLASS I
 RL0149
 RL0149.The horizontal coordinates were established by classical geodetic methods
 RL0149.and adjusted by the National Geodetic Survey in February 1997..
 RL0149
 RL0149.The orthometric height was determined by differential leveling
 RL0149.and adjusted by the National Geodetic Survey in June 1991..
 RL0149
 RL0149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RL0149
 RL0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL0149
 RL0149.The ellipsoidal height was determined by GPS observations
 RL0149.and is referenced to NAD 83.
 RL0149
 RL0149.The geoid height was determined by GEOID03.
 RL0149
 RL0149.The dynamic height is computed by dividing the NAVD 88
 RL0149.geopotential number by the normal gravity value computed on the
 RL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0149.degrees latitude (g = 980.6199 gals.).
 RL0149
 RL0149.The modeled gravity was interpolated from observed gravity values.
 RL0149
 RL0149;                    North         East     Units Scale Factor Converg.
 RL0149;SPC MI N     -   233,158.880 7,886,572.818   MT  0.99995519   -1 04 31.7
 RL0149;SPC MI N     -   764,956.96 25,874,582.74   iFT  0.99995519   -1 04 31.7
 RL0149;UTM  16      - 5,191,960.584   386,607.264   MT  0.99975803   -1 05 09.8
 RL0149
 RL0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL0149!SPC MI N     -   0.99997335  x   0.99995519  =   0.99992854
 RL0149!UTM  16      -   0.99997335  x   0.99975803  =   0.99973139
 RL0149
 RL0149:                Primary Azimuth Mark                     Grid Az
 RL0149:SPC MI N     -  CALUMET C H COPPER CO SUPR STK           005 25 42.2
 RL0149:UTM  16      -  CALUMET C H COPPER CO SUPR STK           005 26 20.3
 RL0149
 RL0149|---------------------------------------------------------------------|
 RL0149| PID    Reference Object                     Distance      Geod. Az  |
 RL0149|                                                           dddmmss.s |
 RL0149| SG0174 CALUMET C H COPPER CO SUPR STK      APPROX.41.6 KM 0042110.5 |
 RL0149| RL0148 TOM                                 APPROX. 1.7 KM 0193240.6 |
 RL0149| RL1530 PEQUAMING FORD MILL SHORT TANK      APPROX. 6.9 KM 1074825.4 |
 RL0149| RL1531 PEQUAMING FORD MILL TALL TANK       APPROX. 6.9 KM 1080313.4 |
 RL0149| CJ2465 KEWEENAW POINT S BASE EAST STONE                   10905     |
 RL0149| RL1524 HERMAN LOOKOUT TOWER                APPROX.23.8 KM 1571903.7 |
 RL0149| CJ3175 KEWEENAW POINT S BASE RM 1           30.570 METERS 24728     |
 RL0149| RL1583 OTTER LAKE LOOKOUT TOWER            APPROX. 6.3 KM 3100122.5 |
 RL0149| SG0234 PAINESDALE MUNICIPAL TANK           APPROX.23.7 KM 3231547.7 |
 RL0149| SG0198 HANCOCK QUINCY MINING TOWN TK       APPROX.30.6 KM 3473634.4 |
 RL0149| SG0193 FRANKLIN MINING TOWN TANK           APPROX.31.7 KM 3503551.7 |
 RL0149| CJ3176 KEWEENAW POINT S BASE RM 2           23.590 METERS 35540     |
 RL0149|---------------------------------------------------------------------|
 RL0149
 RL0149                          SUPERSEDED SURVEY CONTROL
 RL0149
 RL0149  ELLIP H (02/03/97)  170.02   (m)                       GP(       ) 4 1
 RL0149  NAD 83(1986)-  46 52 17.43781(N)    088 29 16.61725(W) AD(       ) 1
 RL0149  NAD 27      -  46 52 17.69300(N)    088 29 16.16100(W) AD(       ) 1
 RL0149  NAVD 88 (09/30/91)  204.31   (m)          670.3    (f) LEVELING    3  
 RL0149  NGVD 29 (??/??/92)  204.29   (m)          670.2    (f) COMPUTED    2 0
 RL0149
 RL0149.Superseded values are not recommended for survey control.
 RL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0149.See file dsdata.txt to determine how the superseded data were derived.
 RL0149
 RL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8660791961(NAD 83)
 RL0149_MARKER: DS = TRIANGULATION STATION DISK
 RL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0149_SP_SET: CONCRETE POST
 RL0149_STAMPING: KEWEENAW S BASE USLS 1871 1939
 RL0149_MARK LOGO: USLS  
 RL0149_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0149+STABILITY: SURFACE MOTION
 RL0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0149+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 RL0149
 RL0149  HISTORY     - Date     Condition        Report By
 RL0149  HISTORY     - 1934     MONUMENTED       MIGS
 RL0149  HISTORY     - 1934     GOOD             CGS
 RL0149  HISTORY     - 1939     GOOD             CGS
 RL0149  HISTORY     - 1948     GOOD             NGS
 RL0149  HISTORY     - 1977     GOOD             NGS
 RL0149  HISTORY     - 19890830 GOOD             NGS
 RL0149  HISTORY     - 19910711 GOOD             NGS
 RL0149  HISTORY     - 19940307 GOOD             MIDT
 RL0149
 RL0149                          STATION DESCRIPTION
 RL0149
 RL0149'DESCRIBED BY MICHIGAN GEODETIC SURVEY 1934
 RL0149'IN A DITCH 20 FEET WEST OF THE CENTER OF U.S. HIGHWAY 41,
 RL0149'ON THE FIRST CURVE NORTH OF THE MINERAL RANGE RAILROAD GRADE,
 RL0149'ABOUT 1 MILE NORTH OF KEWEENAW BAY.  THE REFERENCE STONE TO THE
 RL0149'EAST WAS LOCATED AND LAYING NEAR IT WAS THE SOUTH BASE MONUMENT,
 RL0149'FOUND AS DESCRIBED, WHICH EVIDENTLY HAD BEEN REMOVED WHEN THE
 RL0149'ROAD WAS RELOCATED.  THE STONE IS OF NO VALUE FOR LOCATION
 RL0149'PURPOSES.  THE REFERENCE STONE ON THE PROLONGATION WAS FOUND IN
 RL0149'GOOD CONDITION IN THE WEST DITCH OF THE ROAD ABOUT 1 FOOT
 RL0149'BELOW THE SURFACE.  THE WEST REFERENCE STONE COULD NOT BE
 RL0149'FOUND, AND THE EAST REFERENCE STONE IS ONLY 64.5 FEET FROM THE
 RL0149'PROLONGATION REFERENCE MARK INSTEAD OF 100 FEET AS
 RL0149'DESCRIBED IN THE NOTES.
 RL0149'
 RL0149'MICHIGAN COLLEGE OF MINING AND TECHNOLOGY WILL MARK KEWEENAW POINT
 RL0149'SOUTH BASE WITH SUBSTANTIAL CONCRETE MONUMENT AS SOON AS
 RL0149'GROUND DRIES OUT.
 RL0149'
 RL0149'THE STATION IS NOW MARKED BY A CONCRETE UNDERGROUND MONUMENT
 RL0149'WITH A STANDARD BRONZE DISK SET IN THE TOP.  THE MONUMENT IS
 RL0149'ABOUT 12 INCHES IN DIAMETER AT THE TOP, 18 INCHES AT THE
 RL0149'BOTTOM AND 2 FEET 9 INCHES LONG (CAST IN PLACE).  THE TOP OF
 RL0149'THE MONUMENT IS 3 FEET BELOW THE BOTTOM OF THE ROAD DITCH
 RL0149'AND 4 FEET 3 INCHES BELOW THE ROAD LEVEL, ON THE WEST EDGE OF
 RL0149'U.S. HIGHWAY 41.  IT IS 17 FEET EAST OF THE FENCE ON THE WEST
 RL0149'SIDE OF THE ROAD, AND 39 FEET WEST OF THE FENCE ON THE EAST
 RL0149'SIDE OF THE ROAD.
 RL0149'
 RL0149'THE REFERENCE MARK 3 FEET SOUTH IS AN IRREGULARLY SHAPED STONE,
 RL0149'TOP OF WHICH IS ABOUT ONE FOOT BELOW SURFACE OF THE GROUND
 RL0149'MARKED WITH A BRASS PIN IN THE TOP.
 RL0149
 RL0149                          STATION RECOVERY (1934)
 RL0149
 RL0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 RL0149'ABOUT 6-1/2 MILES SOUTH OF PORTAGE ENTRY, ABOUT 1/2 MILE BACK FROM
 RL0149'LAKE SHORE, ON KEWEENAW POINT, 0.75 MILE NORTH OF POST OFFICE AT
 RL0149'VILLAGE OF KEWEENAW BAY, 0.30 MILE NORTH OF MINNEAPOLIS,
 RL0149'ST. PAUL AND SAULT STE. MARIE RAILWAY CROSSING, 20 FEET WEST
 RL0149'OF CENTER OF MAIN HIGHWAY FROM LANSE TO HOUGHTON (U.S. ROUTE 41),
 RL0149'ON FIRST CURVE NORTH OF THE MINERAL RANGE RAILROAD GRADE, AND
 RL0149'ALMOST DIRECTLY IN FRONT OF FARMHOUSE OWNED BY THE MC CAULEY
 RL0149'ESTATE.  MARK WAS INTERSECTION OF TWO LINES CUT ON SURFACE OF
 RL0149'BRASS FRUSTUM LEADED INTO TOP OF STONE POST, TOP FLUSH WITH
 RL0149'SURFACE OF GROUND.  A SECOND STONE POST, 2-1/2 FEET LONG,
 RL0149'WITH BRASS ROD IN CENTER OF TOP, WAS SET 1 YARD SOUTH OF
 RL0149'STATION MARK, AND EXACTLY IN PROLONGATION OF BASE LINE,
 RL0149'ITS TOP BEING 6 FEET BELOW SURFACE OF GROUND.  IN 1929 STATION
 RL0149'MARK WAS REPORTED DESTROYED BY HIGHWAY CONSTRUCTION.
 RL0149'UNDERGROUND STONE POST WAS RECOVERED AND REPORTED TO BE AT
 RL0149'BOTTOM OF SMALL DRAINAGE DITCH AT FOOT OF WEST SHOULDER
 RL0149'OF ROAD, 5.3 METERS (17 FEET) WEST OF CENTER OF ROAD, 45.50
 RL0149'METERS (149.3 FEET) SOUTH OF CENTER OF WEST END OF CULVERT,
 RL0149'10.10 METERS (33.1 FEET) FROM CENTER OF GATE LEADING INTO
 RL0149'MC CAULEY FARM, AND 10 INCHES BELOW SURFACE OF GROUND.  IN
 RL0149'1934 IT WAS REPORTED THAT SURFACE MARK (CONCRETE MONUMENT, SET
 RL0149'WITH TOP 3 FEET BELOW BOTTOM OF ROAD DITCH, AND 4-1/4 FEET
 RL0149'BELOW ROAD LEVEL) WAS ON WEST SIDE OF U.S. ROUTE 41, 17 FEET EAST
 RL0149'OF FENCE ON WEST SIDE OF ROAD AND 39 FEET WEST OF FENCE
 RL0149'ON EAST SIDE OF ROAD.  REFERENCE MARKS, STONE POSTS, 6 FEET
 RL0149'LONG AND PROJECTING 1 FOOT ABOVE GROUND, WERE SET, ONE EAST AND
 RL0149'ONE WEST OF STATION AND AT RIGHT ANGLES TO BASE LINE,
 RL0149'EACH ABOUT 65 FEET DISTANT.  IN 1934 IT WAS REPORTED THAT
 RL0149'REFERENCE MARK TO EAST WAS IN WEST DITCH OF ROAD ABOUT 1 FOOT
 RL0149'BELOW SURFACE, AND REFERENCE MARK TO WEST (REPORTED IN 1873 TO BE
 RL0149'BROKEN OFF AT TOP) COULD NOT BE LOCATED.  KEWEENAW POINT
 RL0149'SOUTH BASE (U.S.L.S.) LATITUDE STATION IS DISTANT 7.714 METERS
 RL0149'(25.31 FEET) FROM STATION S 88 DEG 07 MIN E.
 RL0149
 RL0149                          STATION RECOVERY (1939)
 RL0149
 RL0149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL0149'RECOVERED AS RE-MARKED BY THE MICHIGAN GEODETIC SURVEY IN
 RL0149'FEBRUARY 1934.  THE EAST STONE POST REFERENCE MARK WAS RECOVERED.
 RL0149'THE WEST STONE POST REFERENCE MARK HAS BEEN DESTROYED.  THE
 RL0149'UNDERGROUND REFERENCE MARK, DESCRIBED IN THE ORIGINAL DESCRIPTION
 RL0149'AS A STONE POST 2-1/2 FEET LONG WITH A BRASS ROD IN THE CENTER
 RL0149'OF THE TOP, SET 1 YARD SOUTH OF THE STATION MARK AND EXACTLY
 RL0149'IN PROLONGATION OF THE BASE LINE, ITS TOP BEING 6 FEET BELOW
 RL0149'THE SURFACE OF THE GROUND, AND DESCRIBED BY W.M. 1934 AS 1
 RL0149'YARD SOUTH OF AND ON PROLONGATION OF THE BASE LINE, IS AN
 RL0149'IRREGULAR SHAPED STONE, TOP ABOUT 1 FOOT BELOW SURFACE,
 RL0149'HAVING A ROUND BRASS PIN IN TOP, WAS NOT FOUND.
 RL0149'
 RL0149'THE STATION IS LOCATED 6-1/2 MILES NORTH OF BARAGA, ABOUT 6-1/2
 RL0149'MILES SOUTH OF PORTAGE ENTRY, 0.75 MILE NORTH OF THE POST
 RL0149'OFFICE IN KEWEENAW BAY, APPROXIMATELY 1/2 MILE WEST OF THE
 RL0149'SHORE OF KEWEENAW BAY, IN THE SOUTHEAST QUARTER OF SEC. 28, T.
 RL0149'52 N., R. 38 W.  THE MARK IS SET IN THE WEST SHOULDER OF A
 RL0149'GRAVEL ROAD, WHICH WAS FORMERLY U.S. HIGHWAY 41 (U.S. HIGHWAY
 RL0149'41 IS NOW A PAVED ROAD LOCATED APPROXIMATELY 1/2 MILE EAST), 19
 RL0149'FEET WEST OF THE CENTER OF THE ROAD, 19 FEET EAST OF A FENCE
 RL0149'CORNER, 61 FEET SOUTH OF THE JUNCTION OF THE GRAVEL ROAD AND
 RL0149'A ROAD INTO A FARM, 0.35 MILE NORTH OF THE OLD GRADE OF THE
 RL0149'MINERAL RANGE RAILROAD (THE TRACKS HAVE BEEN REMOVED) AND
 RL0149'0.85 MILE SOUTH OF THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RL0149'MARIE RAILROAD CROSSING.  THE UNDERGROUND MARK IS THE MARK
 RL0149'SET BY THE MICHIGAN GEODETIC SURVEY IN 1934.  IT IS A
 RL0149'STANDARD U.S.  COAST AND GEODETIC AND STATE SURVEY DISK SET
 RL0149'IN CONCRETE 4-1/2 FEET BELOW THE SURFACE OF THE ROAD,
 RL0149'AND IS STAMPED SOUTH H BASE 1871.  A NEW SURFACE
 RL0149'STATION MARK WAS SET FLUSH WITH THE SURFACE OF THE ROAD, AND
 RL0149'STAMPED KEWEENAW S BASE U S L S 1871 1939.
 RL0149'
 RL0149'TO REACH FROM THE BUSINESS DISTRICT IN BARAGA, GO NORTH ON
 RL0149'U.S. HIGHWAY 41 (PAVED) FOR 6 MILES, THEN BEAR LEFT ON A
 RL0149'GRAVEL ROAD AND GO 0.15 MILE TO THE KEWEENAW BAY POST OFFICE,
 RL0149'CONTINUE NORTH ON THE MAIN ROAD FOR 0.75 MILE TO THE STATION AT A
 RL0149'TURN TO THE RIGHT IN THE ROAD.
 RL0149'
 RL0149'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 RL0149'DISKS SET IN CONCRETE
 RL0149'THE REFERENCE AND AZIMUTH MARKS ARE WITNESSED
 RL0149'BY 4- BY 4-INCH WHITE WOODEN POSTS WHICH PROJECT 2-1/2 FEET
 RL0149'ABOVE THE GROUND.
 RL0149'
 RL0149'TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 RL0149'
 RL0149'REFERENCE MARK NO. 1 1939 IS WEST-NORTHWEST OF THE STATION,
 RL0149'AT THE SOUTHEAST CORNER OF AN ORCHARD, 17 FEET NORTHWEST OF THE
 RL0149'CENTER OF THE ROAD INTO THE FARMHOUSE AND 3 FEET EAST OF A
 RL0149'POWER LINE POLE, STAMPED KEWEENAW S BASE NO 1 1939 U S L S
 RL0149'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RL0149'
 RL0149'REFERENCE MARK NO. 2 IS NORTH-NORTHWEST OF THE STATION IN A FENCE
 RL0149'LINE, 36 FEET WEST OF THE CENTER OF THE ROAD, 27 FEET SOUTH OF THE
 RL0149'NORTHEAST FENCE CORNER OF THE ORCHARD AND 4-1/2 FEET WEST OF
 RL0149'A TELEPHONE POLE, STAMPED KEWEENAW S BASE NO 2 1939 U S L S
 RL0149'AND PROJECTS 4 INCHES ABOVE THE GROUND.
 RL0149'
 RL0149'AZIMUTH MARK IS MICHIGAN GEODETIC SURVEY STATION TOM, A
 RL0149'STANDARD U.S. COAST AND GEODETIC AND STATE SURVEY DISK SET
 RL0149'IN THE TOP OF AN 8- BY 8-INCH CONCRETE POST WHICH PROJECTS 1
 RL0149'FOOT ABOVE THE GROUND AND IS STAMPED TOM 1934.  IT IS NORTH
 RL0149'OF THE STATION, IN A Y FORMED BY U.S. HIGHWAY 41 AND THE GRAVEL
 RL0149'ROAD LEADING TO THE STATION, 49.3 FEET WEST OF THE CENTER LINE
 RL0149'OF U.S. HIGHWAY 41, 35-1/2 FEET EAST OF THE CENTER OF THE
 RL0149'GRAVEL ROAD AND 31-1/2 FEET NORTH-NORTHWEST OF A POWER LINE
 RL0149'POLE.
 RL0149'
 RL0149'TO REACH AZIMUTH MARK FROM THE STATION, GO NORTH 1 MILE
 RL0149'TO THE MARK ON THE RIGHT, BETWEEN THE GRAVEL ROAD AND U.S.
 RL0149'HIGHWAY 41 (PAVED).
 RL0149'
 RL0149'THE OLD EAST STONE POST REFERENCE MARK, A 6- BY 6-INCH POST
 RL0149'6 FEET LONG, PROJECTING 2 FEET ABOVE THE GROUND, WITH CROSS
 RL0149'LINES CUT IN THE TOP IS EAST-SOUTHEAST OF THE STATION.  IT
 RL0149'IS SET IN A FIELD, 45 FEET EAST OF THE CENTER OF THE ROAD, 22-1/2
 RL0149'FEET EAST OF A FENCE LINE AND 34 FEET NORTHEAST OF A POWER
 RL0149'LINE POLE.
 RL0149'
 RL0149'A 90-FOOT TOWER AT KEWEENAW POINT NORTH BASE (U.S.L.S.) 1871 IS
 RL0149'VISIBLE FROM THE GROUND.
 RL0149'
 RL0149'A 77-FOOT TOWER IS NEEDED TO SEE 37-FOOT TOWERS AT PEQUAMING AND
 RL0149'AT WHEAL KATE ECC.
 RL0149
 RL0149                          STATION RECOVERY (1948)
 RL0149
 RL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 RL0149'0.6 MI N FROM KEWEENAW BAY.
 RL0149'ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0149'KEWEENAW BAY, AT THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH
 RL0149'AND NORTHEAST, ON THE WEST EDGE OF THE ROAD, 88 FEET
 RL0149'SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 RL0149'SOUTHWEST TO A FARM HOUSE, 78 FEET SOUTH AND ACROSS ROAD
 RL0149'SOUTHWEST FROM R.M. NO. 2, 64 FEET WEST-NORTHWEST AND ACROSS
 RL0149'ROAD FROM OLD STONE REF POST, 100 FEET EAST-NORTHEAST OF
 RL0149'R.M. NO. 1, 18 FEET WEST OF THE CENTER LINE OF THE SOUTH TANGENT,
 RL0149'ABOUT IN LINE WITH THE PROLONGED CENTER LINE OF THE NORTHEAST
 RL0149'TANGENT, 4 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0149'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0149'PROJECTING 1 INCH.
 RL0149
 RL0149                          STATION RECOVERY (1977)
 RL0149
 RL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RL0149'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION, IT IS 7
 RL0149'PACES WEST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD, 14 PACES
 RL0149'SOUTH OF A DRIVE LEADING TO A HOUSE.  REFERENCE MARKS 1 AND 2 WERE
 RL0149'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.
 RL0149'
 RL0149'THE REFERENCE MARKS ARE ON THE PROPERTY OF MR. WESLEY LAITILA,
 RL0149'ROUTE 1, BOX 47AB, BARAGA MICH., MR. LAITILA LIVES NEAR STATION
 RL0149'SITE.
 RL0149'
 RL0149'TO REACH FROM THE JUNCTIONS OF U.S. HIGHWAY 41 AND STATE HIGHWAY
 RL0149'38 IN THE SMALL TOWN OF BARAGA, GO NORTHERLY ON U.S. HIGHWAY 41 FOR
 RL0149'2.4 MILE TO A SIDE ROAD LEFT AND SIGN (KEWEENAW BAY INDIAN TRIBAL
 RL0149'CENTER), CONTINUE NORTHERLY FOR 3.8 MILE TO A DIGINAL CROSSROAD.
 RL0149'TURN LEFT ON SURFACED ROAD AND GO FOR 0.55 MILE TO A CROSS ROAD.
 RL0149'CONTINUE AHEAD FOR 0.35 MILE TO THE STATION ON THE LEFT IN DITCH
 RL0149'ON THE WEST SIDE OF ROAD.
 RL0149'
 RL0149'STATION TOM WAS USED FOR THE AZIMUTH MARK, A SEARCH WAS MADE FOR
 RL0149'MARK BUT NOT RECOVERED.
 RL0149'
 RL0149'NOTE.  THIS STATION IS NOT ON THE HIGHEST PART OF HILL.
 RL0149'
 RL0149'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6-1/2 MILES
 RL0149'NORTH OF BARAGA.
 RL0149
 RL0149                          STATION RECOVERY (1989)
 RL0149
 RL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 RL0149'THE STATION IS LOCATED 10.6 KM (6.60 MI) NORTH OF BARAGA AND 1.0 KM
 RL0149'(0.60 MI) WEST OF U.S. HIGHWAY 41.  OWNERSHIP---DEPARTMENT OF
 RL0149'TRANSPORTATION.
 RL0149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RL0149'HIGHWAY 38 IN THE TOWN OF BARAGA, GO NORTHERLY ON HIGHWAY 41 FOR 3.85
 RL0149'KM (2.40 MI) TO A SIDE ROAD LEFT.  CONTINUE NORTHERLY ON HIGHWAY 41
 RL0149'FOR 6.1 KM (3.80 MI) TO A DIAGONAL CROSSROAD.  BEAR LEFT AND GO
 RL0149'NORTHWEST FOR 0.88 KM (0.55 MI) TO A CROSSROAD.  CONTINUE STRAIGHT AND
 RL0149'GO NORTH FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT IN A DITCH
 RL0149'ON THE WEST SIDE OF THE ROAD.
 RL0149'THE STATION IS A STANDARD USLS DISK SET IN THE TOP OF A SQUARE
 RL0149'CONCRETE MONUMENT PROJECTING 5 CM ABOVE THE GROUND.  LOCATED 14.0 M
 RL0149'(45.9 FT) SOUTH OF A DRIVEWAY LEADING TO A HOUSE AND 7.0 M (23.0 FT)
 RL0149'WEST OF THE CENTER OF THE ROAD.
 RL0149'DESCRIBED BY J.B. WARD, TYPED BY GAM.
 RL0149
 RL0149                          STATION RECOVERY (1991)
 RL0149
 RL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 RL0149'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) NORTH OF BARAGA AND 1.0
 RL0149'KM (0.6 MI) WEST OF U.S. HIGHWAY 41.  OWNERSHIP--MICHIGAN DEPARTMENT
 RL0149'OF TRANSPORTATION.
 RL0149'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RL0149'HIGHWAY 38 IN THE TOWN OF BARAGA, GO NORTHERLY ON HIGHWAY 41 FOR 3.85
 RL0149'KM (2.39 MI) TO A SIDE ROAD LEFT.  CONTINUE NORTHERLY ON HIGHWAY 41
 RL0149'FOR 6.1 KM (3.8 MI) TO A DIAGONAL CROSSROAD.  BEAR LEFT AND GO
 RL0149'NORTHWEST FOR 0.88 KM (0.55 MI) TO A CROSSROAD (JUNCTION OF STURGEON
 RL0149'ROAD). CONTINUE STRAIGHT AHEAD NORTH FOR 0.56 KM (0.35 MI) TO THE
 RL0149'STATION ON THE LEFT IN A DITCH ON THE WEST SIDE OF THE ROAD.
 RL0149'NOTE-DIAGONAL CROSSROAD IS LOCATED 9.4 KM (5.8 MI) NORTH OF THE
 RL0149'JUNCTION OF U.S. HIGHWAY 41 AND STATE ROUTE 38.
 RL0149'STATION PROJECTS 5 CM ABOVE THE GROUND AND IS LOCATED 14.0 M
 RL0149'(45.9 FT) SOUTH OF A DRIVEWAY LEADING TO A HOUSE AND 7.0 M (23.0 FT)
 RL0149'WEST OF THE CENTER OF THE ROAD AT A WOODEN POST WITH WITNESS POST
 RL0149'ATTACHED.
 RL0149
 RL0149                          STATION RECOVERY (1994)
 RL0149
 RL0149'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 RL0149'LOCATED ON COUNTY ROAD ABOUT 6.5 MI (10.5 KM) NORTH OF BARAGA, ABOUT
 RL0149'0.5 MI (0.8 KM) WEST OF SHORE OF LAKE SUPERIOR, IN THE SOUTHEAST 1/4
 RL0149'OF SECTION 28, T-52-N, R-38-W.  FROM THE JUNCTION OF U.S. HIGHWAYS 41
 RL0149'AND M-38 AT BARAGA, FOLLOW HIGHWAY 41 NORTH 6.4 MI (10.3 KM) TO
 RL0149'STURGEON ROAD.  TURN LEFT AND GO WEST FOR 0.45 MI (0.72 KM) TO A PAVED
 RL0149'ROAD (OLD U.S. HIGHWAY 41), TURN RIGHT AND GO NORTH FOR 0.34 MI (0.55
 RL0149'KM) TO CURVE RIGHT AND DRIVE WEST TO A RESIDENCE AND THE MARK IS ON
 RL0149'THE LEFT SHOULDER OF ROAD.  STATION IS 19.0 FT (5.8 M) WEST OF
 RL0149'APPROXIMATE CENTERLINE OF ROAD, 61.0 FT (18.6 M) SOUTH OF THE JUNCTION
 RL0149'OF THE DRIVE AND THE ROAD, 8.5 FT (2.6 M) WEST OF THE EDGE OF THE
 RL0149'BLACKTOP ROAD ON THE EDGE OF THE SHOULDER AND ABOUT LEVEL WITH THE
 RL0149'ROAD.  A 12-INCH SQUARE CONCRETE POST 1.5 FT (0.5 M) NORTH OF A
 RL0149'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1533 ***********************************************************************
 RL1533  DESIGNATION -  KEWEENAW PT MIDDLE BASE USLS
 RL1533  PID         -  RL1533
 RL1533  STATE/COUNTY-  MI/BARAGA
 RL1533  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1533
 RL1533                         *CURRENT SURVEY CONTROL
 RL1533  ___________________________________________________________________
 RL1533* NAD 83(1994)-  46 54 31.33545(N)    088 28 11.20160(W)     ADJUSTED  
 RL1533* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 RL1533  ___________________________________________________________________
 RL1533  LAPLACE CORR-         -10.29  (seconds)                    DEFLEC99
 RL1533  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 RL1533
 RL1533  HORZ ORDER  -  SECOND
 RL1533
 RL1533.The horizontal coordinates were established by classical geodetic methods
 RL1533.and adjusted by the National Geodetic Survey in February 1997..
 RL1533
 RL1533.The orthometric height was scaled from a topographic map.
 RL1533
 RL1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1533
 RL1533.The geoid height was determined by GEOID03.
 RL1533
 RL1533;                    North         East     Units Scale Factor Converg.
 RL1533;SPC MI N     -   237,266.747 7,888,034.943   MT  0.99996206   -1 03 44.4
 RL1533;SPC MI N     -   778,434.21 25,879,379.73   iFT  0.99996206   -1 03 44.4
 RL1533;UTM  16      - 5,196,067.343   388,069.870   MT  0.99975398   -1 04 24.4
 RL1533
 RL1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1533!SPC MI N     -   0.99997392  x   0.99996206  =   0.99993598
 RL1533!UTM  16      -   0.99997392  x   0.99975398  =   0.99972791
 RL1533
 RL1533:                Primary Azimuth Mark                     Grid Az
 RL1533:SPC MI N     -  QUAQUAMING USLS 1871                     119 46 10.3
 RL1533:UTM  16      -  QUAQUAMING USLS 1871                     119 46 50.3
 RL1533
 RL1533|---------------------------------------------------------------------|
 RL1533| PID    Reference Object                     Distance      Geod. Az  |
 RL1533|                                                           dddmmss.s |
 RL1533| RL1527 QUAQUAMING USLS 1871                APPROX. 8.4 KM 1184225.9 |
 RL1533|---------------------------------------------------------------------|
 RL1533
 RL1533                          SUPERSEDED SURVEY CONTROL
 RL1533
 RL1533  NAD 83(1986)-  46 54 31.32935(N)    088 28 11.18002(W) AD(       ) 2
 RL1533  NAD 27      -  46 54 31.59000(N)    088 28 10.73000(W) AD(       ) 2
 RL1533
 RL1533.Superseded values are not recommended for survey control.
 RL1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1533.See file dsdata.txt to determine how the superseded data were derived.
 RL1533
 RL1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8807096067(NAD 83)
 RL1533_MARKER: V = STONE MONUMENT
 RL1533_SETTING: 0 = UNSPECIFIED SETTING
 RL1533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1533
 RL1533  HISTORY     - Date     Condition        Report By
 RL1533  HISTORY     - 1871     MONUMENTED       USLS
 RL1533
 RL1533                          STATION DESCRIPTION
 RL1533
 RL1533'DESCRIBED BY US LAKE SURVEY 1871
 RL1533'ABOUT MIDWAY BETWEEN STATIONS KEWEENAW POINT, NORTH BASE
 RL1533'(U.S.L.S.) AND KEWEENAW POINT, SOUTH BASE (U.S.L.S.) (SEE
 RL1533'DESCRIPTIONS THEREOF).  MARKED BY SINGLE STONE POST.  IN 1929
 RL1533'IT WAS REPORTED THAT THIS STATION WAS DESTROYED IN BUILDING
 RL1533'THE HIGHWAY FROM LANSE TO HOUGHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0150 ***********************************************************************
 RL0150  DESIGNATION -  KEWEENAW S BASE REF
 RL0150  PID         -  RL0150
 RL0150  STATE/COUNTY-  MI/BARAGA
 RL0150  USGS QUAD   -  L'ANSE (1985)
 RL0150
 RL0150                         *CURRENT SURVEY CONTROL
 RL0150  ___________________________________________________________________
 RL0150* NAD 83(1986)-  46 52 16.     (N)    088 29 14.     (W)     SCALED    
 RL0150* NAVD 88     -       203.627  (meters)     668.07   (feet)  ADJUSTED  
 RL0150  ___________________________________________________________________
 RL0150  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 RL0150  DYNAMIC HT  -         203.640 (meters)     668.11  (feet)  COMP
 RL0150  MODELED GRAV-     980,673.2   (mgal)                       NAVD 88
 RL0150
 RL0150  VERT ORDER  -  SECOND    CLASS 0
 RL0150
 RL0150.The horizontal coordinates were scaled from a topographic map and have
 RL0150.an estimated accuracy of +/- 6 seconds.
 RL0150
 RL0150.The orthometric height was determined by differential leveling
 RL0150.and adjusted by the National Geodetic Survey in June 1991..
 RL0150
 RL0150.The geoid height was determined by GEOID03.
 RL0150
 RL0150.The dynamic height is computed by dividing the NAVD 88
 RL0150.geopotential number by the normal gravity value computed on the
 RL0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0150.degrees latitude (g = 980.6199 gals.).
 RL0150
 RL0150.The modeled gravity was interpolated from observed gravity values.
 RL0150
 RL0150;                    North         East    Units  Estimated Accuracy
 RL0150;SPC MI N     -   233,110.    7,886,630.      MT  (+/- 180 meters Scaled)
 RL0150
 RL0150                          SUPERSEDED SURVEY CONTROL
 RL0150
 RL0150  NGVD 29 (??/??/92)  203.611  (m)          668.01   (f) ADJ UNCH    2 0
 RL0150
 RL0150.Superseded values are not recommended for survey control.
 RL0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0150.See file dsdata.txt to determine how the superseded data were derived.
 RL0150
 RL0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS866919(NAD 83)
 RL0150_MARKER: Q = CHISELED SQUARE
 RL0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0150_SP_SET: STONE POST
 RL0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0150+STABILITY: SURFACE MOTION
 RL0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0150+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2003
 RL0150
 RL0150  HISTORY     - Date     Condition        Report By
 RL0150  HISTORY     - UNK      MONUMENTED       CGS
 RL0150  HISTORY     - 1948     GOOD             NGS
 RL0150  HISTORY     - 20031117 GOOD             GEOCAC
 RL0150
 RL0150                          STATION DESCRIPTION
 RL0150
 RL0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0150'0.6 MI N FROM KEWEENAW BAY.
 RL0150'ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0150'KEWEENAW BAY, ON THE INSIDE OF A CURVE WITH TANGENTS SOUTH
 RL0150'AND NORTHEAST, IN A PASTURE ON EAST SIDE OF ROAD, 111 FEET
 RL0150'SOUTHEAST OF THE JUNCTION OF A ROAD SOUTHWEST TO A FARM HOUSE,
 RL0150'64 FEET EAST-SOUTHEAST AND ACROSS THE ROAD FROM THE STATION
 RL0150'MARK, 44 FEET EAST OF THE CENTER LINE OF THE ROAD, 34 FEET
 RL0150'NORTHEAST OF A POWER POLE GUYED ON SOUTH SIDE, 22 FEET EAST
 RL0150'OF THE FENCE LINE, AND IS PROJECTING ABOUT 2 FEET.  MARK IS
 RL0150'A STONE REF. POST.
 RL0150
 RL0150                          STATION RECOVERY (2003)
 RL0150
 RL0150'RECOVERY NOTE BY GEOCACHING 2003 (MPR)
 RL0150'THE PASTURE IS GROWN OVER.  A 6-INCH BY 6-INCH POST PROJECTING 2 FEET
 RL0150'ABOVE THE GROUND, WITH CROSS-LINES CUT IN THE TOP.
 RL0150' 
 RL0150'DESCRIPTION RECORDS FOR 'RL0149' INDICATE THIS POST DATES BACK TO 1871
 RL0150'AS REFERENECE TO LATITUDE STATION 'KEWEENAW S BASE U.S.L.S. 1871'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0151 ***********************************************************************
 RL0151  DESIGNATION -  KEWEENAW S BASE RM 2
 RL0151  PID         -  RL0151
 RL0151  STATE/COUNTY-  MI/BARAGA
 RL0151  USGS QUAD   -  L'ANSE (1985)
 RL0151
 RL0151                         *CURRENT SURVEY CONTROL
 RL0151  ___________________________________________________________________
 RL0151* NAD 83(1986)-  46 52 17.     (N)    088 29 17.     (W)     SCALED    
 RL0151* NAVD 88     -       204.875  (meters)     672.16   (feet)  ADJUSTED  
 RL0151  ___________________________________________________________________
 RL0151  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 RL0151  DYNAMIC HT  -         204.888 (meters)     672.20  (feet)  COMP
 RL0151  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 RL0151
 RL0151  VERT ORDER  -  SECOND    CLASS 0
 RL0151
 RL0151.The horizontal coordinates were scaled from a topographic map and have
 RL0151.an estimated accuracy of +/- 6 seconds.
 RL0151
 RL0151.The orthometric height was determined by differential leveling
 RL0151.and adjusted by the National Geodetic Survey in June 1991..
 RL0151
 RL0151.The geoid height was determined by GEOID03.
 RL0151
 RL0151.The dynamic height is computed by dividing the NAVD 88
 RL0151.geopotential number by the normal gravity value computed on the
 RL0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0151.degrees latitude (g = 980.6199 gals.).
 RL0151
 RL0151.The modeled gravity was interpolated from observed gravity values.
 RL0151
 RL0151;                    North         East    Units  Estimated Accuracy
 RL0151;SPC MI N     -   233,150.    7,886,570.      MT  (+/- 180 meters Scaled)
 RL0151
 RL0151                          SUPERSEDED SURVEY CONTROL
 RL0151
 RL0151  NGVD 29 (??/??/92)  204.859  (m)          672.11   (f) ADJ UNCH    2 0
 RL0151
 RL0151.Superseded values are not recommended for survey control.
 RL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0151.See file dsdata.txt to determine how the superseded data were derived.
 RL0151
 RL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS865919(NAD 83)
 RL0151_MARKER: DR = REFERENCE MARK DISK
 RL0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0151_STAMPING: KEWEENAW S BASE NO 2 1939
 RL0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0151+STABILITY: SURFACE MOTION
 RL0151
 RL0151  HISTORY     - Date     Condition        Report By
 RL0151  HISTORY     - 1939     MONUMENTED       CGS
 RL0151  HISTORY     - 1948     GOOD             NGS
 RL0151
 RL0151                          STATION DESCRIPTION
 RL0151
 RL0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0151'0.6 MI N FROM KEWEENAW BAY.
 RL0151'ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0151'KEWEENAW BAY, ON THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH
 RL0151'AND NORTHEAST, AT THE NORTHEAST CORNER OF AN APPLE ORCHARD,
 RL0151'145 FEET NORTHEAST OF R.M. NO. 1, 78 FEET NORTH AND ACROSS A
 RL0151'ROAD SOUTHWEST FROM THE STATION MARK, 34 FEET WEST OF THE
 RL0151'CENTER LINE OF THE ROAD  AT CENTER OF JUNCTION OF FARM ROAD
 RL0151'SOUTHWEST, 27 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE
 RL0151'APPLE ORCHARD, 4 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 1 1/2
 RL0151'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE
 RL0151'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0151'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0152 ***********************************************************************
 RL0152  DESIGNATION -  KEWEENAW S BASE RM 1
 RL0152  PID         -  RL0152
 RL0152  STATE/COUNTY-  MI/BARAGA
 RL0152  USGS QUAD   -  L'ANSE (1985)
 RL0152
 RL0152                         *CURRENT SURVEY CONTROL
 RL0152  ___________________________________________________________________
 RL0152* NAD 83(1986)-  46 52 15.     (N)    088 29 16.     (W)     SCALED    
 RL0152* NAVD 88     -       206.345  (meters)     676.98   (feet)  ADJUSTED  
 RL0152  ___________________________________________________________________
 RL0152  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 RL0152  DYNAMIC HT  -         206.358 (meters)     677.03  (feet)  COMP
 RL0152  MODELED GRAV-     980,673.0   (mgal)                       NAVD 88
 RL0152
 RL0152  VERT ORDER  -  SECOND    CLASS 0
 RL0152
 RL0152.The horizontal coordinates were scaled from a topographic map and have
 RL0152.an estimated accuracy of +/- 6 seconds.
 RL0152
 RL0152.The orthometric height was determined by differential leveling
 RL0152.and adjusted by the National Geodetic Survey in June 1991..
 RL0152
 RL0152.The geoid height was determined by GEOID03.
 RL0152
 RL0152.The dynamic height is computed by dividing the NAVD 88
 RL0152.geopotential number by the normal gravity value computed on the
 RL0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0152.degrees latitude (g = 980.6199 gals.).
 RL0152
 RL0152.The modeled gravity was interpolated from observed gravity values.
 RL0152
 RL0152;                    North         East    Units  Estimated Accuracy
 RL0152;SPC MI N     -   233,080.    7,886,590.      MT  (+/- 180 meters Scaled)
 RL0152
 RL0152                          SUPERSEDED SURVEY CONTROL
 RL0152
 RL0152  NGVD 29 (??/??/92)  206.329  (m)          676.93   (f) ADJ UNCH    2 0
 RL0152
 RL0152.Superseded values are not recommended for survey control.
 RL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0152.See file dsdata.txt to determine how the superseded data were derived.
 RL0152
 RL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS866918(NAD 83)
 RL0152_MARKER: DR = REFERENCE MARK DISK
 RL0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0152_STAMPING: KEWEENAW S BASE NO 1 1939
 RL0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0152+STABILITY: SURFACE MOTION
 RL0152
 RL0152  HISTORY     - Date     Condition        Report By
 RL0152  HISTORY     - 1939     MONUMENTED       CGS
 RL0152  HISTORY     - 1948     GOOD             NGS
 RL0152
 RL0152                          STATION DESCRIPTION
 RL0152
 RL0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0152'0.6 MI N FROM KEWEENAW BAY.
 RL0152'ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT KEWEENAW
 RL0152'BAY, ON THE OUTSIDE OF A CURVE WITH TANGENTS NORTHEAST AND
 RL0152'SOUTH, AT THE SOUTHWEST CORNER OF AN APPLE ORCHARD, 145 FEET
 RL0152'SOUTHWEST OF R.M. NO. 2, 100 FEET WEST-SOUTHWEST AND ACROSS A
 RL0152'ROAD SOUTHWEST FROM THE STATION MARK, 83 FEET EAST OF THE
 RL0152'NORTHEAST CORNER OF A 2-STORY SHINGLE FARM HOUSE, 16 FEET
 RL0152'NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 1 FOOT
 RL0152'SOUTHEAST OF A FENCE LINE, ABOUT 6 FEET ABOVE THE ROAD AND
 RL0152'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1548 ***********************************************************************
 RL1548  DESIGNATION -  KEWEENAW WATERWAY DBN 7
 RL1548  PID         -  RL1548
 RL1548  STATE/COUNTY-  MI/HOUGHTON
 RL1548  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1548
 RL1548                         *CURRENT SURVEY CONTROL
 RL1548  ___________________________________________________________________
 RL1548* NAD 83(1994)-  46 58 59.99303(N)    088 26 10.41099(W)     ADJUSTED  
 RL1548* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 RL1548  ___________________________________________________________________
 RL1548  LAPLACE CORR-         -11.77  (seconds)                    DEFLEC99
 RL1548  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RL1548
 RL1548  HORZ ORDER  -  THIRD
 RL1548
 RL1548.The horizontal coordinates were established by classical geodetic methods
 RL1548.and adjusted by the National Geodetic Survey in February 1997..
 RL1548.No horizontal observational check was made to the station.
 RL1548
 RL1548.The orthometric height was scaled from a topographic map.
 RL1548
 RL1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1548
 RL1548.The geoid height was determined by GEOID03.
 RL1548
 RL1548;                    North         East     Units Scale Factor Converg.
 RL1548;SPC MI N     -   245,514.560 7,890,740.963   MT  0.99997713   -1 02 17.1
 RL1548;SPC MI N     -   805,493.96 25,888,257.75   iFT  0.99997713   -1 02 17.1
 RL1548;UTM  16      - 5,204,312.800   390,776.969   MT  0.99974662   -1 03 00.7
 RL1548
 RL1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1548!SPC MI N     -   0.99997662  x   0.99997713  =   0.99995375
 RL1548!UTM  16      -   0.99997662  x   0.99974662  =   0.99972324
 RL1548
 RL1548                          SUPERSEDED SURVEY CONTROL
 RL1548
 RL1548  NAD 83(1986)-  46 58 59.98556(N)    088 26 10.38960(W) AD(       ) 4
 RL1548  NAD 27      -  46 59 00.24126(N)    088 26 09.95010(W) AD(       ) 3
 RL1548
 RL1548.Superseded values are not recommended for survey control.
 RL1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1548.See file dsdata.txt to determine how the superseded data were derived.
 RL1548
 RL1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9077704313(NAD 83)
 RL1548_MARKER: 16 = DAYBEACON
 RL1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1548
 RL1548  HISTORY     - Date     Condition        Report By
 RL1548  HISTORY     - 1981     FIRST OBSERVED   NOS
 RL1548  HISTORY     - 19990624 GOOD             USPSQD
 RL1548
 RL1548                          STATION DESCRIPTION
 RL1548
 RL1548'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1548'THE STATION, KEWEENAW WATERWAY DBN 7, IS THE CENTER OF THE VENT
 RL1548'ON TOP OF THE STORAGE COMPARTMENT OF THE BLACK SKELTON TOWER
 RL1548'LOCATED AT THE SOUTH END OF THE PIER.
 RL1548'
 RL1548'THE STATION IS LOCATED AT THE LOWER ENTRY OF THE KEWEENAW WATERWAY
 RL1548'APPROXIMATELY 0.8 MILE WEST OF JACOBSVILLE AND 9.2 MILES
 RL1548'SOUTHEAST OF HOUGHTON-HANCOCK.
 RL1548'
 RL1548'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 RL1548'10.5 MILES EAST-SOUTHEAST TO SOUTH END OF THE PORTAGE RIVER
 RL1548'HARBOR OF REFUGE MOORING PIER AND THE STATION ON THE RIGHT.
 RL1548
 RL1548                          STATION RECOVERY (1999)
 RL1548
 RL1548'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1549 ***********************************************************************
 RL1549  DESIGNATION -  KEWEENAW WATERWAY DBN 9
 RL1549  PID         -  RL1549
 RL1549  STATE/COUNTY-  MI/HOUGHTON
 RL1549  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1549
 RL1549                         *CURRENT SURVEY CONTROL
 RL1549  ___________________________________________________________________
 RL1549* NAD 83(1994)-  46 59 19.72760(N)    088 26 11.44184(W)     ADJUSTED  
 RL1549* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RL1549  ___________________________________________________________________
 RL1549  LAPLACE CORR-         -11.98  (seconds)                    DEFLEC99
 RL1549  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RL1549
 RL1549  HORZ ORDER  -  THIRD
 RL1549
 RL1549.The horizontal coordinates were established by classical geodetic methods
 RL1549.and adjusted by the National Geodetic Survey in February 1997..
 RL1549.No horizontal observational check was made to the station.
 RL1549
 RL1549.The orthometric height was scaled from a topographic map.
 RL1549
 RL1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1549
 RL1549.The geoid height was determined by GEOID03.
 RL1549
 RL1549;                    North         East     Units Scale Factor Converg.
 RL1549;SPC MI N     -   246,124.259 7,890,730.225   MT  0.99997830   -1 02 17.9
 RL1549;SPC MI N     -   807,494.29 25,888,222.52   iFT  0.99997830   -1 02 17.9
 RL1549;UTM  16      - 5,204,922.360   390,766.362   MT  0.99974665   -1 03 01.8
 RL1549
 RL1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1549!SPC MI N     -   0.99997646  x   0.99997830  =   0.99995476
 RL1549!UTM  16      -   0.99997646  x   0.99974665  =   0.99972312
 RL1549
 RL1549                          SUPERSEDED SURVEY CONTROL
 RL1549
 RL1549  NAD 83(1986)-  46 59 19.72011(N)    088 26 11.42075(W) AD(       ) 4
 RL1549  NAD 27      -  46 59 19.97579(N)    088 26 10.98369(W) AD(       ) 3
 RL1549
 RL1549.Superseded values are not recommended for survey control.
 RL1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1549.See file dsdata.txt to determine how the superseded data were derived.
 RL1549
 RL1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9076604922(NAD 83)
 RL1549_MARKER: 16 = DAYBEACON
 RL1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1549
 RL1549  HISTORY     - Date     Condition        Report By
 RL1549  HISTORY     - 1981     FIRST OBSERVED   NOS
 RL1549  HISTORY     - 19990624 GOOD             USPSQD
 RL1549
 RL1549                          STATION DESCRIPTION
 RL1549
 RL1549'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1549'THE STATION, KEWEENAW WATERWAY DBN 9, IS THE CENTER OF THE VENT
 RL1549'ON TOP OT THE STORAGE COMPARTMENT OF THE BLACK SKELTON TOWER
 RL1549'LOCATED AT THE NORTH END OF THE PIER.
 RL1549'
 RL1549'THE STATION IS LOCATED AT THE LOWER ENTRANCE TO THE KEWEENAW
 RL1549'WATERWAY APPROXIMATELY 0.8 MILE WEST OF JACOBSVILLE AND
 RL1549'APPROXIMATELY 10.2 MILES SOUTH-SOUTHEAST OF HOUGHTON-HANCOCK.
 RL1549'
 RL1549'TO REACH THE STATION FROM HOUGHTON-HANCOCK BRIDGE GO BY BOAT FOR
 RL1549'10.2 MILES SOUTHEAST TO NORTH END OF THE PORTAGE RIVER HARBOR
 RL1549'OF REFUGE MOORING PIER AND THE STATION ON THE RIGHT.
 RL1549
 RL1549                          STATION RECOVERY (1999)
 RL1549
 RL1549'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1536 ***********************************************************************
 RL1536  DESIGNATION -  KEWEENAW WATERWAY LIGHTHOUSE
 RL1536  PID         -  RL1536
 RL1536  STATE/COUNTY-  MI/HOUGHTON
 RL1536  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1536
 RL1536                         *CURRENT SURVEY CONTROL
 RL1536  ___________________________________________________________________
 RL1536* NAD 83(1994)-  46 58 07.73626(N)    088 25 52.02827(W)     ADJUSTED  
 RL1536* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 RL1536  ___________________________________________________________________
 RL1536  LAPLACE CORR-         -11.10  (seconds)                    DEFLEC99
 RL1536  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 RL1536
 RL1536  HORZ ORDER  -  THIRD
 RL1536
 RL1536.The horizontal coordinates were established by classical geodetic methods
 RL1536.and adjusted by the National Geodetic Survey in February 1997..
 RL1536
 RL1536.The orthometric height was scaled from a topographic map.
 RL1536
 RL1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1536
 RL1536.The geoid height was determined by GEOID03.
 RL1536
 RL1536;                    North         East     Units Scale Factor Converg.
 RL1536;SPC MI N     -   243,894.114 7,891,100.246   MT  0.99997406   -1 02 03.8
 RL1536;SPC MI N     -   800,177.54 25,889,436.50   iFT  0.99997406   -1 02 03.8
 RL1536;UTM  16      - 5,202,692.650   391,135.830   MT  0.99974566   -1 02 46.4
 RL1536
 RL1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1536!SPC MI N     -   0.99997395  x   0.99997406  =   0.99994802
 RL1536!UTM  16      -   0.99997395  x   0.99974566  =   0.99971962
 RL1536
 RL1536                          SUPERSEDED SURVEY CONTROL
 RL1536
 RL1536  NAD 83(1986)-  46 58 07.72917(N)    088 25 52.00632(W) AD(       ) 4
 RL1536  NAD 27      -  46 58 07.98600(N)    088 25 51.56100(W) AD(       ) 3
 RL1536
 RL1536.Superseded values are not recommended for survey control.
 RL1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1536.See file dsdata.txt to determine how the superseded data were derived.
 RL1536
 RL1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9113602693(NAD 83)
 RL1536_MARKER: 13 = LIGHTHOUSE
 RL1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1536+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2003
 RL1536
 RL1536  HISTORY     - Date     Condition        Report By
 RL1536  HISTORY     - 1939     FIRST OBSERVED   CGS
 RL1536  HISTORY     - 1981     GOOD             NOS
 RL1536  HISTORY     - 19990624 GOOD             USPSQD
 RL1536  HISTORY     - 20030617 GOOD             GEOCAC
 RL1536
 RL1536                          STATION DESCRIPTION
 RL1536
 RL1536'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1536'THE STATION WAS RECOVERED AS DESCRIBED.  AN ECCENTRIC STATION WAS
 RL1536'SET ON THE LIGHTHOUSE.
 RL1536
 RL1536                          STATION RECOVERY (1999)
 RL1536
 RL1536'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1536'RECOVERED IN GOOD CONDITION.
 RL1536
 RL1536                          STATION RECOVERY (2003)
 RL1536
 RL1536'RECOVERY NOTE BY GEOCACHING 2003 (RFC)
 RL1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1545 ***********************************************************************
 RL1545  DESIGNATION -  KEWEENAW WATERWAY LT 5
 RL1545  PID         -  RL1545
 RL1545  STATE/COUNTY-  MI/HOUGHTON
 RL1545  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1545
 RL1545                         *CURRENT SURVEY CONTROL
 RL1545  ___________________________________________________________________
 RL1545* NAD 83(1994)-  46 58 54.91131(N)    088 26 08.69016(W)     ADJUSTED  
 RL1545* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 RL1545  ___________________________________________________________________
 RL1545  LAPLACE CORR-         -11.71  (seconds)                    DEFLEC99
 RL1545  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RL1545
 RL1545  HORZ ORDER  -  THIRD
 RL1545
 RL1545.The horizontal coordinates were established by classical geodetic methods
 RL1545.and adjusted by the National Geodetic Survey in February 1997..
 RL1545
 RL1545.The orthometric height was scaled from a topographic map.
 RL1545
 RL1545.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1545
 RL1545.The geoid height was determined by GEOID03.
 RL1545
 RL1545;                    North         East     Units Scale Factor Converg.
 RL1545;SPC MI N     -   245,357.004 7,890,774.481   MT  0.99997683   -1 02 15.9
 RL1545;SPC MI N     -   804,977.05 25,888,367.72   iFT  0.99997683   -1 02 15.9
 RL1545;UTM  16      - 5,204,155.273   390,810.445   MT  0.99974653   -1 02 59.4
 RL1545
 RL1545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1545!SPC MI N     -   0.99997615  x   0.99997683  =   0.99995298
 RL1545!UTM  16      -   0.99997615  x   0.99974653  =   0.99972268
 RL1545
 RL1545                          SUPERSEDED SURVEY CONTROL
 RL1545
 RL1545  NAD 83(1986)-  46 58 54.90385(N)    088 26 08.66870(W) AD(       ) 4
 RL1545  NAD 27      -  46 58 55.15979(N)    088 26 08.22872(W) AD(       ) 3
 RL1545
 RL1545.Superseded values are not recommended for survey control.
 RL1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1545.See file dsdata.txt to determine how the superseded data were derived.
 RL1545
 RL1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9081004155(NAD 83)
 RL1545_MARKER: 14 = NAVIGATION LIGHT
 RL1545_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1545
 RL1545  HISTORY     - Date     Condition        Report By
 RL1545  HISTORY     - 1981     FIRST OBSERVED   NOS
 RL1545  HISTORY     - 19990624 GOOD             USPSQD
 RL1545
 RL1545                          STATION DESCRIPTION
 RL1545
 RL1545'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1545'THE STATION, KEWEENAW WATERWAY LT 5, IS THE CENTER OF THE WHITE
 RL1545'LIGHT ON TOP OF A WHITE STEEL PIPE.  THE STATION IS LISTED AS
 RL1545'LIGHT NUMBER 1697 IN THE US COAST GUARD LIGHT LIST.
 RL1545'
 RL1545'THE STATION IS LOCATED AT THE LOWER ENTRANCE OF THE KEWEENAW
 RL1545'WATERWAY APPROXIMATELY 0.8 MILES WEST OF JACOBSVILLE AND
 RL1545'9.2 MILES SOUTHEAST OF HOUGHTON-HANCOCK.
 RL1545'
 RL1545'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 RL1545'APPROXIMATELY 10.6 MILES EAST SOUTHEAST TO JUST SOUTH OF THE SOUTH
 RL1545'END OF THE PORTAGE RIVER HARBOR OF REFUGE MOORING PIER AND THE
 RL1545'STATION ON THE RIGHT.
 RL1545
 RL1545                          STATION RECOVERY (1999)
 RL1545
 RL1545'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1546 ***********************************************************************
 RL1546  DESIGNATION -  KEWEENAW WATERWAY LT 11
 RL1546  PID         -  RL1546
 RL1546  STATE/COUNTY-  MI/HOUGHTON
 RL1546  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1546
 RL1546                         *CURRENT SURVEY CONTROL
 RL1546  ___________________________________________________________________
 RL1546* NAD 83(1994)-  46 59 23.97500(N)    088 26 09.38534(W)     ADJUSTED  
 RL1546* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 RL1546  ___________________________________________________________________
 RL1546  LAPLACE CORR-         -12.00  (seconds)                    DEFLEC99
 RL1546  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RL1546
 RL1546  HORZ ORDER  -  THIRD
 RL1546
 RL1546.The horizontal coordinates were established by classical geodetic methods
 RL1546.and adjusted by the National Geodetic Survey in February 1997..
 RL1546
 RL1546.The orthometric height was scaled from a topographic map.
 RL1546
 RL1546.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1546
 RL1546.The geoid height was determined by GEOID03.
 RL1546
 RL1546;                    North         East     Units Scale Factor Converg.
 RL1546;SPC MI N     -   246,254.610 7,890,776.049   MT  0.99997855   -1 02 16.4
 RL1546;SPC MI N     -   807,921.95 25,888,372.86   iFT  0.99997855   -1 02 16.4
 RL1546;UTM  16      - 5,205,052.671   390,812.203   MT  0.99974653   -1 03 00.4
 RL1546
 RL1546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1546!SPC MI N     -   0.99997615  x   0.99997855  =   0.99995470
 RL1546!UTM  16      -   0.99997615  x   0.99974653  =   0.99972268
 RL1546
 RL1546                          SUPERSEDED SURVEY CONTROL
 RL1546
 RL1546  NAD 83(1986)-  46 59 23.96751(N)    088 26 09.36432(W) AD(       ) 4
 RL1546  NAD 27      -  46 59 24.22332(N)    088 26 08.92787(W) AD(       ) 3
 RL1546
 RL1546.Superseded values are not recommended for survey control.
 RL1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1546.See file dsdata.txt to determine how the superseded data were derived.
 RL1546
 RL1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9081205053(NAD 83)
 RL1546_MARKER: 14 = NAVIGATION LIGHT
 RL1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1546
 RL1546  HISTORY     - Date     Condition        Report By
 RL1546  HISTORY     - 1981     FIRST OBSERVED   NOS
 RL1546  HISTORY     - 19990624 GOOD             USPSQD
 RL1546
 RL1546                          STATION DESCRIPTION
 RL1546
 RL1546'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1546'THE STATION, KEWEENAW WATERWAY LT 11, IS THE CENTER OF THE GREEN
 RL1546'LIGHT ATOP A WHITE STEEL PIPE.  THE STATION IS LISTED IN THE COAST
 RL1546'GUARD LIGHT LIST, VOLUME NUMBER FOUR AS LIGHT NUMBER 1699.
 RL1546'
 RL1546'THE STATION IS LOCATED JUST NORTH OF THE LOWER ENTRANCE TO THE
 RL1546'KEWEENAW WATERWAY APPROXIMATELY 1 MILE NORTHWEST OF JACOBSVILLE
 RL1546'AND 8.9 MILES SOUTHEAST OF HOUGHTON-HANCOCK.
 RL1546'
 RL1546'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 RL1546'FOR 10.1 MILES EAST-SOUTHEAST TO APPROXIMATELY 0.1 MILE (550 FEET)
 RL1546'NORTH OF THE NORTH END OF THE PORTAGE RIVER HARBOR OF REFUGE
 RL1546'MOORING PIER AND THE STATION ON THE RIGHT.
 RL1546
 RL1546                          STATION RECOVERY (1999)
 RL1546
 RL1546'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1547 ***********************************************************************
 RL1547  DESIGNATION -  KEWEENAW WATERWAY LT 13
 RL1547  PID         -  RL1547
 RL1547  STATE/COUNTY-  MI/HOUGHTON
 RL1547  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1547
 RL1547                         *CURRENT SURVEY CONTROL
 RL1547  ___________________________________________________________________
 RL1547* NAD 83(1994)-  46 59 31.67892(N)    088 26 09.75710(W)     ADJUSTED  
 RL1547* NAVD 88     -       187.     (meters)     614.     (feet)  SCALED    
 RL1547  ___________________________________________________________________
 RL1547  LAPLACE CORR-         -12.08  (seconds)                    DEFLEC99
 RL1547  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RL1547
 RL1547  HORZ ORDER  -  THIRD
 RL1547
 RL1547.The horizontal coordinates were established by classical geodetic methods
 RL1547.and adjusted by the National Geodetic Survey in February 1997..
 RL1547.No horizontal observational check was made to the station.
 RL1547
 RL1547.The orthometric height was scaled from a topographic map.
 RL1547
 RL1547.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1547
 RL1547.The geoid height was determined by GEOID03.
 RL1547
 RL1547;                    North         East     Units Scale Factor Converg.
 RL1547;SPC MI N     -   246,492.611 7,890,772.504   MT  0.99997902   -1 02 16.6
 RL1547;SPC MI N     -   808,702.79 25,888,361.23   iFT  0.99997902   -1 02 16.6
 RL1547;UTM  16      - 5,205,290.618   390,808.710   MT  0.99974654   -1 03 00.8
 RL1547
 RL1547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1547!SPC MI N     -   0.99997615  x   0.99997902  =   0.99995517
 RL1547!UTM  16      -   0.99997615  x   0.99974654  =   0.99972269
 RL1547
 RL1547                          SUPERSEDED SURVEY CONTROL
 RL1547
 RL1547  NAD 83(1986)-  46 59 31.67143(N)    088 26 09.73619(W) AD(       ) 4
 RL1547  NAD 27      -  46 59 31.92723(N)    088 26 09.30068(W) AD(       ) 3
 RL1547
 RL1547.Superseded values are not recommended for survey control.
 RL1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1547.See file dsdata.txt to determine how the superseded data were derived.
 RL1547
 RL1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9080905291(NAD 83)
 RL1547_MARKER: 14 = NAVIGATION LIGHT
 RL1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1547
 RL1547  HISTORY     - Date     Condition        Report By
 RL1547  HISTORY     - 1981     FIRST OBSERVED   NOS
 RL1547  HISTORY     - 19990624 GOOD             USPSQD
 RL1547
 RL1547                          STATION DESCRIPTION
 RL1547
 RL1547'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1547'THE STATION, KEWEENAW WATERWAY LT 13, IS THE CENTER OF THE GREEN
 RL1547'LIGHT ATOP A WHITE STEEL PIPE.
 RL1547'
 RL1547'THE STATION IS LOCATED JUST NORTH OF THE LOWER ENTRANCE TO THE
 RL1547'KEWEENAW WATERWAY APPROXIMATELY 1 MILE NORTHWEST OF JACOBSVILLE
 RL1547'AND APPROXIMATELY 8.8 MILES EAST SOUTHEAST OF
 RL1547'HOUGHTON-HANCOCK.
 RL1547'
 RL1547'TO REACH THE STATION FROM THE HOUGHTON-HANCOCK BRIDGE GO BY BOAT
 RL1547'FOR APPROXIMATELY 10 MILES EAST-SOUTHEAST TO APPROXIMATELY 0.2
 RL1547'MILE (1100 FEET) NORTH OF THE NORTH END OF THE PORTAGE RIVER
 RL1547'HARBOR OF REFUGE MOORING PIER AND THE STATION ON THE RIGHT.
 RL1547
 RL1547                          STATION RECOVERY (1999)
 RL1547
 RL1547'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1550 ***********************************************************************
 RL1550  DESIGNATION -  KEWEENAW WATERWAY LH ECC
 RL1550  PID         -  RL1550
 RL1550  STATE/COUNTY-  MI/HOUGHTON
 RL1550  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL1550
 RL1550                         *CURRENT SURVEY CONTROL
 RL1550  ___________________________________________________________________
 RL1550* NAD 83(1994)-  46 58 07.77227(N)    088 25 51.96096(W)     ADJUSTED  
 RL1550* NAVD 88     -       201.     (meters)     659.     (feet)  SCALED    
 RL1550  ___________________________________________________________________
 RL1550  LAPLACE CORR-         -11.10  (seconds)                    DEFLEC99
 RL1550  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 RL1550
 RL1550  HORZ ORDER  -  THIRD
 RL1550
 RL1550.The horizontal coordinates were established by classical geodetic methods
 RL1550.and adjusted by the National Geodetic Survey in February 1997..
 RL1550
 RL1550.The orthometric height was scaled from a topographic map.
 RL1550
 RL1550.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1550
 RL1550.The geoid height was determined by GEOID03.
 RL1550
 RL1550;                    North         East     Units Scale Factor Converg.
 RL1550;SPC MI N     -   243,895.200 7,891,101.688   MT  0.99997406   -1 02 03.8
 RL1550;SPC MI N     -   800,181.10 25,889,441.23   iFT  0.99997406   -1 02 03.8
 RL1550;UTM  16      - 5,202,693.736   391,137.273   MT  0.99974566   -1 02 46.4
 RL1550
 RL1550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1550!SPC MI N     -   0.99997395  x   0.99997406  =   0.99994802
 RL1550!UTM  16      -   0.99997395  x   0.99974566  =   0.99971962
 RL1550
 RL1550|---------------------------------------------------------------------|
 RL1550| PID    Reference Object                     Distance      Geod. Az  |
 RL1550|                                                           dddmmss.s |
 RL1550| RL1536 KEWEENAW WATERWAY LIGHTHOUSE          1.806 METERS 23159     |
 RL1550| RL1543 28 00 USE                           APPROX. 0.8 KM 3504053.5 |
 RL1550|---------------------------------------------------------------------|
 RL1550
 RL1550                          SUPERSEDED SURVEY CONTROL
 RL1550
 RL1550  NAD 83(1986)-  46 58 07.76497(N)    088 25 51.93879(W) AD(       ) 3
 RL1550  NAD 27      -  46 58 08.02180(N)    088 25 51.49348(W) AD(       ) 3
 RL1550
 RL1550.Superseded values are not recommended for survey control.
 RL1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1550.See file dsdata.txt to determine how the superseded data were derived.
 RL1550
 RL1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT9113702694(NAD 83)
 RL1550_MARKER: T = CHISELED TRIANGLE
 RL1550_SETTING: 0 = UNSPECIFIED SETTING
 RL1550_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1550
 RL1550  HISTORY     - Date     Condition        Report By
 RL1550  HISTORY     - 1981     MONUMENTED       NOS
 RL1550
 RL1550                          STATION DESCRIPTION
 RL1550
 RL1550'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RL1550'THE STATION IS LOCATED ON THE KEWEENAW WATERWAY LIGHTHOUSE AT THE
 RL1550'EASTERN ENTRANCE TO THE KEWEENAW WATERWAY.
 RL1550'
 RL1550'THE STATION IS A TRIANGLE CUT INTO THE PAINT ON THE FLOOR OF
 RL1550'THE WALKWAY AROUND THE LIGHT, JUST OUTSIDE THE DOOR.  THE STATION
 RL1550'IS LIKELY TO BE LOST WITH A FRESH COAT OF PAINT.
 RL1550'
 RL1550'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.55 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1415 ***********************************************************************
 NF1415  DESIGNATION -  KIDDER
 NF1415  PID         -  NF1415
 NF1415  STATE/COUNTY-  MI/EATON
 NF1415  USGS QUAD   -  OLIVET (1980)
 NF1415
 NF1415                         *CURRENT SURVEY CONTROL
 NF1415  ___________________________________________________________________
 NF1415* NAD 83(1994)-  42 29 14.20855(N)    084 58 26.92364(W)     ADJUSTED  
 NF1415* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 NF1415  ___________________________________________________________________
 NF1415  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 NF1415  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1415
 NF1415  HORZ ORDER  -  FIRST
 NF1415
 NF1415.The horizontal coordinates were established by classical geodetic methods
 NF1415.and adjusted by the National Geodetic Survey in February 1997..
 NF1415
 NF1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1415
 NF1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1415
 NF1415.The geoid height was determined by GEOID03.
 NF1415
 NF1415;                    North         East     Units Scale Factor Converg.
 NF1415;SPC MI S     -   109,844.778 3,950,059.612   MT  0.99993083   -0 24 48.3
 NF1415;SPC MI S     -   360,383.13 12,959,513.16   iFT  0.99993083   -0 24 48.3
 NF1415;UTM  16      - 4,705,869.190   666,493.468   MT  0.99994106   +1 22 07.1
 NF1415
 NF1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1415!SPC MI S     -   0.99995953  x   0.99993083  =   0.99989036
 NF1415!UTM  16      -   0.99995953  x   0.99994106  =   0.99990059
 NF1415
 NF1415|---------------------------------------------------------------------|
 NF1415| PID    Reference Object                     Distance      Geod. Az  |
 NF1415|                                                           dddmmss.s |
 NF1415| CH0343 KIDDER RM 1                          27.961 METERS 02658     |
 NF1415| NF1574 CHARLOTTE MUN TANK                  APPROX.14.5 KM 0501709.6 |
 NF1415| NF1413 BELLEVUE GRAND TRUNK MICROWAVE      APPROX. 3.4 KM 0970545.2 |
 NF1415| NF1418 OLIVET MUN TANK                     APPROX. 6.8 KM 1400955.7 |
 NF1415| CH0344 KIDDER RM 2                          33.744 METERS 21946     |
 NF1415| NF1414 KIDDER RM A 1969                     27.967 METERS 25651     |
 NF1415| NF1426 KIDDER 1969 AZ MK 1976              APPROX. 0.7 KM 2761731.5 |
 NF1415| NF1606 VERMONTVILLE MUN TANK               APPROX.15.9 KM 3442504.5 |
 NF1415|---------------------------------------------------------------------|
 NF1415
 NF1415                          SUPERSEDED SURVEY CONTROL
 NF1415
 NF1415  NAD 83(1986)-  42 29 14.20691(N)    084 58 26.94102(W) AD(       ) 1
 NF1415  NAD 27      -  42 29 14.07233(N)    084 58 26.97246(W) AD(       ) 1
 NF1415  NGVD 29 (07/19/86)  292.1    (m)          958.     (f) VERT ANG       
 NF1415
 NF1415.Superseded values are not recommended for survey control.
 NF1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1415.See file dsdata.txt to determine how the superseded data were derived.
 NF1415
 NF1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6649305869(NAD 83)
 NF1415_MARKER: DS = TRIANGULATION STATION DISK
 NF1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1415_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1415
 NF1415  HISTORY     - Date     Condition        Report By
 NF1415  HISTORY     - 1969     MONUMENTED       CGS
 NF1415  HISTORY     - 1970     GOOD             NGS
 NF1415  HISTORY     - 1976     GOOD             NGS
 NF1415  HISTORY     - 1980     GOOD             MIDH
 NF1415  HISTORY     - 19961105 GOOD             USPSQD
 NF1415  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1415
 NF1415                          STATION DESCRIPTION
 NF1415
 NF1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1415'THE STATION IS LOCATED IN THE NE 1/4 OF SECTION 11, T 1N, R 6W AND
 NF1415'ON PROPERTY OWNED
 NF1415'BY MR. DON KIDDER.  IT IS 8-1/2 MILES SOUTHWEST OF
 NF1415'CHARLOTTE, 3-1/2 MILES NORTHWEST OF
 NF1415'OLIVET AND 3-1/2 MILES NORTHEAST OF
 NF1415'BELLEVUE.
 NF1415'
 NF1415'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO SOUTH ON
 NF1415'MAIN STREET FOR
 NF1415'0.05 MILE TO A CROSSROAD, TURN LEFT AND GO EAST ON
 NF1415'STATE HIGHWAY 78 FOR 2.6 MILES TO
 NF1415'A CROSSROAD, TURN LEFT AND GO NORTH
 NF1415'ON LACEY LAKE ROAD FOR 2.0 MILES TO THE STATION ON
 NF1415'THE LEFT.
 NF1415'
 NF1415'THE STATION MARK IS A STANDARD DISK STAMPED KIDDER 1969, SET
 NF1415'IN THE TOP OF A
 NF1415'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS SET 12
 NF1415'INCHES UNDERGROUND.  IT IS 291
 NF1415'FEET SOUTH OF THE CENTER OF ANDREWS
 NF1415'HIGHWAY, 139 FEET WEST OF THE SOUTHWEST CORNER OF
 NF1415'MR. B. WIGHTS HOUSE,
 NF1415'51 FEET WEST-SOUTHWEST OF A TELEPHONE POLE AND 21 FEET WEST OF THE
 NF1415'CENTER OF LACEY
 NF1415'LAKE ROAD.
 NF1415'
 NF1415'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KIDDER NO 1 1969,
 NF1415'SET IN THE TOP OF
 NF1415'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 NF1415'FLUSH WITH THE GROUND.  IT IS 102
 NF1415'FEET WEST-NORTHWEST OF THE NORTHWEST
 NF1415'CORNER OF HOUSE, 71.2 FEET NORTH-NORTHWEST OF THE
 NF1415'TELEPHONE POLE, 36
 NF1415'FEET NORTH OF THE SOUTH ONE OF TWO DRIVEWAYS AND 15.5 FEET EAST OF
 NF1415'THE CENTER OF LACEY
 NF1415'LAKE ROAD.
 NF1415'
 NF1415'THE RM A STATION IS A STANDARD STATION MARK DISK STAMPED
 NF1415'KIDDER RM A 1969,
 NF1415'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 NF1415'MONUMENT WHICH IS 12 INCHES
 NF1415'UNDERGROUND.  IT IS 112.5 FEET WEST OF THE
 NF1415'CENTER OF LACEY LAKE ROAD.
 NF1415'
 NF1415'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIDDER 1969, SET
 NF1415'IN THE TOP OF A
 NF1415'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 NF1415'2 INCHES.  IT IS 23 FEET SOUTH OF
 NF1415'THE CENTER OF ANDREWS HIGHWAY, 1.2
 NF1415'FEET EAST OF A METAL WITNESS POST AND 0.9 FEET NORTH
 NF1415'OF A WIRE FENCE.
 NF1415'
 NF1415'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON LACEY LAKE
 NF1415'ROAD FOR 0.05 MILE
 NF1415'TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 NF1415'ANDREWS HIGHWAY FOR 0.45 MILE TO THE
 NF1415'MARK ON THE LEFT.
 NF1415'
 NF1415'HEIGHT OF LIGHT ABOVE STATION MARK 29.8 METERS.
 NF1415
 NF1415                          STATION RECOVERY (1970)
 NF1415
 NF1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1415'THE STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 NF1415'AS DESCRIBED, IN
 NF1415'GOOD CONDITION.
 NF1415'
 NF1415'THIS STATION WAS NOT OCCUPIED AT THIS TIME.  IT WAS USED FOR
 NF1415'CHECK ANGLE AND
 NF1415'GEODIMETER LENGTH.
 NF1415
 NF1415                          STATION RECOVERY (1976)
 NF1415
 NF1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1415'THE STATION MARK, REFERENCE MARK 1, KIDDER RM A AND THE AZIMUTH
 NF1415'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1
 NF1415'IS AT EDGE OF ROAD AND WILL BE DESTROYED WHEN ROAD IS PAVED IN NEAR
 NF1415'FUTURE.  A NEW REFERENCE MARK 2 WAS ESTABLISHED AT THIS DATE.
 NF1415'THE HORIZONTAL DIRECTIONS AND THE DISTANCE CHECKED THE 1969
 NF1415'OBSERVATIONS ADEQUATELY.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NF1415'
 NF1415'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF CHARLOTTE,
 NF1415'3-1/2 MILES NORTHWEST OF OLIVET, 3-1/2 MILES NORTHEAST OF BELLEVUE,
 NF1415'IN THE NE 1/4 OF SECTION 11, T 1 N, R 6 W, AND ON LAND OWNED BY
 NF1415'MR. DON KIDDER, BELLEVUE, MICHIGAN, TELEPHONE 616-763-9827.
 NF1415'
 NF1415'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE, GO SOUTH ON
 NF1415'MAIN STREET FOR 0.05 MILE TO BATTLE CREEK ROAD AND STATE HIGHWAY 78.
 NF1415'TURN LEFT AND GO NORTHEAST ON BATTLE CREEK ROAD FOR 2.6 MILES TO
 NF1415'LACEY LAKE ROAD.  TURN LEFT AND GO NORTH ON LACEY LAKE ROAD FOR
 NF1415'2.0 MILES TO THE STATION ON THE LEFT, JUST BEFORE REACHING ANDREWS
 NF1415'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM ANDREWS HIGHWAY, GO
 NF1415'WEST ON ANDREWS HIGHWAY FOR 0.45 MILE TO THE MARK ON THE LEFT.
 NF1415'
 NF1415'STATION MARKS ARE STANDARD DISKS STAMPED KIDDER 1969.  THE SURFACE
 NF1415'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1415'THAT IS 8 INCHES BELOW THE GROUND SURFACE.  IT IS 139 FEET WEST OF
 NF1415'THE SOUTHWEST CORNER OF MR. B. WRIGHTS HOUSE, 51 FEET
 NF1415'WEST-SOUTHWEST OF A TELEPHONE POLE AND 27 FEET WEST OF THE CENTER
 NF1415'OF LACEY LAKE ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 NF1415'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 NF1415'
 NF1415'REFERENCE MARK 1, A STANDARD DISK STAMPED KIDDER NO 1 1969, IS SET
 NF1415'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 NF1415'WITH THE GROUND SURFACE.  IT IS 37 FEET NORTH OF THE SOUTH ONE OF
 NF1415'TWO DRIVEWAYS AND 15 FEET EAST OF THE CENTER OF LACEY LAKE ROAD.
 NF1415'
 NF1415'REFERENCE MARK 2, A STANDARD DISK STAMPED KIDDER 1969 NO 2 1976, IS
 NF1415'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1415'FLUSH WITH THE GROUND SURFACE.  IT IS 99 FEET WEST OF THE CENTER OF
 NF1415'LACEY LAKE ROAD AND 3 FEET EAST OF A CORN BIN.
 NF1415'
 NF1415'AZIMUTH MARK, A STANDARD DISK STAMPED KIDDER 1969, IS SET IN THE TOP
 NF1415'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NF1415'ABOVE THE GROUND SURFACE.  IT IS 23 FEET SOUTH OF THE CENTER OF
 NF1415'ANDREWS HIGHWAY, 1.5 FEET EAST OF A METAL WITNESS POST.
 NF1415'
 NF1415'KIDDER RM A, A STANDARD STATION MARK DISK STAMPED KIDDER RM A 1969,
 NF1415'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1415'10 INCHES BELOW THE GROUND SURFACE.  IT IS 112.5 FEET WEST OF THE
 NF1415'CENTER OF LACEY LAKE ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP
 NF1415'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 NF1415'SURFACE.
 NF1415'
 NF1415'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1415'
 NF1415'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NF1415'NORTHEAST OF BELLEVUE.
 NF1415'
 NF1415'HEIGHT OF LIGHT ABOVE STATION MARK 100.3 FEET.
 NF1415
 NF1415                          STATION RECOVERY (1980)
 NF1415
 NF1415'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (SJE)
 NF1415'THE STATION AND ALL REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 NF1415'THE 1976 RECOVERY NOTE IS ADEQUATE AND CORRECT.
 NF1415
 NF1415                          STATION RECOVERY (1996)
 NF1415
 NF1415'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1415'RECOVERED IN GOOD CONDITION.
 NF1415
 NF1415                          STATION RECOVERY (2001)
 NF1415
 NF1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1415'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1426 ***********************************************************************
 NF1426  DESIGNATION -  KIDDER 1969 AZ MK 1976
 NF1426  PID         -  NF1426
 NF1426  STATE/COUNTY-  MI/EATON
 NF1426  USGS QUAD   -  OLIVET (1980)
 NF1426
 NF1426                         *CURRENT SURVEY CONTROL
 NF1426  ___________________________________________________________________
 NF1426* NAD 83(1994)-  42 29 16.66533(N)    084 58 57.04223(W)     ADJUSTED  
 NF1426* NAVD 88     -       292.0    (meters)     958.     (feet)  VERTCON   
 NF1426  ___________________________________________________________________
 NF1426  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NF1426  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1426
 NF1426  HORZ ORDER  -  SECOND
 NF1426
 NF1426.The horizontal coordinates were established by classical geodetic methods
 NF1426.and adjusted by the National Geodetic Survey in February 1997..
 NF1426
 NF1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1426
 NF1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1426
 NF1426.The geoid height was determined by GEOID03.
 NF1426
 NF1426;                    North         East     Units Scale Factor Converg.
 NF1426;SPC MI S     -   109,925.575 3,949,372.393   MT  0.99993075   -0 25 08.8
 NF1426;SPC MI S     -   360,648.21 12,957,258.51   iFT  0.99993075   -0 25 08.8
 NF1426;UTM  16      - 4,705,928.577   665,804.063   MT  0.99993824   +1 21 46.8
 NF1426
 NF1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1426!SPC MI S     -   0.99995953  x   0.99993075  =   0.99989028
 NF1426!UTM  16      -   0.99995953  x   0.99993824  =   0.99989777
 NF1426
 NF1426|---------------------------------------------------------------------|
 NF1426| PID    Reference Object                     Distance      Geod. Az  |
 NF1426|                                                           dddmmss.s |
 NF1426| NF1423 KIDDER 1969 AZ MK A PT                5.545 METERS 05528     |
 NF1426| NF1415 KIDDER                              APPROX. 0.7 KM 0961711.2 |
 NF1426|---------------------------------------------------------------------|
 NF1426
 NF1426                          SUPERSEDED SURVEY CONTROL
 NF1426
 NF1426  NAD 83(1986)-  42 29 16.66368(N)    084 58 57.05962(W) AD(       ) 2
 NF1426  NAD 27      -  42 29 16.52932(N)    084 58 57.09006(W) AD(       ) 2
 NF1426  NGVD 29 (07/19/86)  292.1    (m)          958.     (f) VERT ANG       
 NF1426
 NF1426.Superseded values are not recommended for survey control.
 NF1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1426.See file dsdata.txt to determine how the superseded data were derived.
 NF1426
 NF1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6580405929(NAD 83)
 NF1426_MARKER: DZ = AZIMUTH MARK DISK
 NF1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1426+STABILITY: SURFACE MOTION
 NF1426
 NF1426  HISTORY     - Date     Condition        Report By
 NF1426  HISTORY     - 1976     MONUMENTED       NGS
 NF1426  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1426
 NF1426                          STATION DESCRIPTION
 NF1426
 NF1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1426'STATION MARK, A STANDARD DISK STAMPED KIDDER 1969, IS SET IN THE TOP
 NF1426'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2 INCHES
 NF1426'ABOVE THE GROUND SURFACE.  IT IS 23 FEET SOUTH OF THE CENTER OF
 NF1426'ANDREWS HIGHWAY AND 1.5 FEET EAST OF A METAL WITNESS POST.
 NF1426'
 NF1426'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT THE SURFACE MARK.
 NF1426
 NF1426                          STATION RECOVERY (2001)
 NF1426
 NF1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1426'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1414 ***********************************************************************
 NF1414  DESIGNATION -  KIDDER RM A 1969
 NF1414  PID         -  NF1414
 NF1414  STATE/COUNTY-  MI/EATON
 NF1414  USGS QUAD   -  OLIVET (1980)
 NF1414
 NF1414                         *CURRENT SURVEY CONTROL
 NF1414  ___________________________________________________________________
 NF1414* NAD 83(1994)-  42 29 14.00243(N)    084 58 28.11616(W)     ADJUSTED  
 NF1414* NAVD 88     -       291.6    (meters)     957.     (feet)  VERTCON   
 NF1414  ___________________________________________________________________
 NF1414  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 NF1414  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1414
 NF1414  HORZ ORDER  -  FIRST
 NF1414
 NF1414.The horizontal coordinates were established by classical geodetic methods
 NF1414.and adjusted by the National Geodetic Survey in February 1997..
 NF1414
 NF1414.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1414
 NF1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1414
 NF1414.The geoid height was determined by GEOID03.
 NF1414
 NF1414;                    North         East     Units Scale Factor Converg.
 NF1414;SPC MI S     -   109,838.615 3,950,032.334   MT  0.99993084   -0 24 49.1
 NF1414;SPC MI S     -   360,362.91 12,959,423.67   iFT  0.99993084   -0 24 49.1
 NF1414;UTM  16      - 4,705,862.181   666,466.395   MT  0.99994095   +1 22 06.3
 NF1414
 NF1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1414!SPC MI S     -   0.99995959  x   0.99993084  =   0.99989043
 NF1414!UTM  16      -   0.99995959  x   0.99994095  =   0.99990054
 NF1414
 NF1414|---------------------------------------------------------------------|
 NF1414| PID    Reference Object                     Distance      Geod. Az  |
 NF1414|                                                           dddmmss.s |
 NF1414| NF1415 KIDDER                               27.967 METERS 07651     |
 NF1414| NF1582 ROCKWELL                            APPROX.12.7 KM 3593325.2 |
 NF1414|---------------------------------------------------------------------|
 NF1414
 NF1414                          SUPERSEDED SURVEY CONTROL
 NF1414
 NF1414  NAD 83(1986)-  42 29 14.00076(N)    084 58 28.13378(W) AD(       ) 1
 NF1414  NAD 27      -  42 29 13.86615(N)    084 58 28.16493(W) AD(       ) 1
 NF1414  NGVD 29 (07/19/86)  291.7    (m)          957.     (f) VERT ANG       
 NF1414
 NF1414.Superseded values are not recommended for survey control.
 NF1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1414.See file dsdata.txt to determine how the superseded data were derived.
 NF1414
 NF1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN6646605862(NAD 83)
 NF1414_MARKER: DS = TRIANGULATION STATION DISK
 NF1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1414+STABILITY: SURFACE MOTION
 NF1414
 NF1414  HISTORY     - Date     Condition        Report By
 NF1414  HISTORY     - 1969     MONUMENTED       CGS
 NF1414  HISTORY     - 1976     GOOD             NGS
 NF1414  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF1414
 NF1414                          STATION DESCRIPTION
 NF1414
 NF1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1414'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SEC.
 NF1414'11, T. 1 N., R. 6
 NF1414'W. AND ON THE PROPERTY OWNED BY MR. DON KIDDER.  IT IS
 NF1414'8-1/2 MILES SOUTHWEST OF CHARLOTTE,
 NF1414'3-1/2 MILES NORTHWEST OF OLIVET AND
 NF1414'3-1/2 MILES NORTHEAST OF BELLEVUE.
 NF1414'
 NF1414'TO REACH THE STATION FROM THE POST OFFICE IN BELLEVUE GO SOUTH ON
 NF1414'MAIN STREET FOR
 NF1414'0.05 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 NF1414'STATE HIGHWAY 78 FOR 2.6 MILES TO
 NF1414'A CROSSROAD.  TURN LEFT AND GO NORTH
 NF1414'ON LACEY LAKE ROAD FOR 2.0 MILES TO THE STATION ON
 NF1414'THE LEFT.
 NF1414'
 NF1414'THE STATION MARK IS A STANDARD DISK STAMPED KIDDER RM A 1969, SET
 NF1414'IN THE TOP OF A
 NF1414'14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 12 INCHES
 NF1414'BELOW THE GROUND SURFACE.  IT IS
 NF1414'112.5 FEET WEST OF THE CENTER OF LACEY
 NF1414'LAKE ROAD.  NOTE- 1B7A
 NF1414'
 NF1414'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KIDDER 1969
 NF1414'AND THE DISTANCE
 NF1414'AND DIRECTION ARE NOTED BELOW.
 NF1414
 NF1414                          STATION RECOVERY (1976)
 NF1414
 NF1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1414'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 NF1414'DESCRIBED IN 1969.
 NF1414'
 NF1414'TO REACH STATION KIDDER FROM THE POST OFFICE IN BELLEVUE, GO SOUTH ON
 NF1414'MAIN STREET FOR 0.05 MILE TO BATTLE CREEK ROAD AND STATE HIGHWAY 78.
 NF1414'TURN LEFT AND GO NORTHEAST ON BATTLE CREEK ROAD FOR 2.6 MILES TO
 NF1414'LACEY LAKE ROAD.  TURN LEFT AND GO NORTH ON LACEY LAKE ROAD FOR
 NF1414'2.0 MILES TO THE STATION ON THE LEFT, JUST BEFORE REACHING ANDREWS
 NF1414'HIGHWAY.  TO REACH THE AZIMUTH MARK FROM ANDREWS HIGHWAY, GO
 NF1414'WEST ON ANDREWS HIGHWAY FOR 0.45 MILE TO THE MARK ON THE LEFT.
 NF1414'
 NF1414'KIDDER RM A, A STANDARD STATION MARK DISK STAMPED KIDDER RM A 1969,
 NF1414'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 NF1414'10 INCHES BELOW THE GROUND SURFACE.  IT IS 112.5 FEET WEST OF THE
 NF1414'CENTER OF LACEY LAKE ROAD.  THE UNDERGROUND DISK IS SET IN THE TOP
 NF1414'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 NF1414'SURFACE.
 NF1414'
 NF1414'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1414'
 NF1414'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NF1414'NORTHEAST OF BELLEVUE.
 NF1414
 NF1414                          STATION RECOVERY (2001)
 NF1414
 NF1414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1414'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1051 ***********************************************************************
 RJ1051  DESIGNATION -  KINCHELOE
 RJ1051  PID         -  RJ1051
 RJ1051  STATE/COUNTY-  MI/CHIPPEWA
 RJ1051  USGS QUAD   -  DAFTER (1975)
 RJ1051
 RJ1051                         *CURRENT SURVEY CONTROL
 RJ1051  ___________________________________________________________________
 RJ1051* NAD 83(1994)-  46 15 12.85377(N)    084 27 24.87618(W)     ADJUSTED  
 RJ1051* NAVD 88     -       242.     (meters)     794.     (feet)  SCALED    
 RJ1051  ___________________________________________________________________
 RJ1051  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 RJ1051  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 RJ1051
 RJ1051  HORZ ORDER  -  THIRD
 RJ1051
 RJ1051.The horizontal coordinates were established by classical geodetic methods
 RJ1051.and adjusted by the National Geodetic Survey in February 1997..
 RJ1051
 RJ1051.The orthometric height was scaled from a topographic map.
 RJ1051
 RJ1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1051
 RJ1051.The geoid height was determined by GEOID03.
 RJ1051
 RJ1051;                    North         East     Units Scale Factor Converg.
 RJ1051;SPC MI N     -   166,552.914 8,196,041.658   MT  0.99990299   +1 50 17.2
 RJ1051;SPC MI N     -   546,433.44 26,889,900.45   iFT  0.99990299   +1 50 17.2
 RJ1051;UTM  16      - 5,125,365.062   696,013.140   MT  1.00007232   +1 50 15.8
 RJ1051
 RJ1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1051!SPC MI N     -   0.99996774  x   0.99990299  =   0.99987073
 RJ1051!UTM  16      -   0.99996774  x   1.00007232  =   1.00004006
 RJ1051
 RJ1051:                Primary Azimuth Mark                     Grid Az
 RJ1051:SPC MI N     -  KINCHELOE 1961 AZ MK                     020 52 17.3
 RJ1051:UTM  16      -  KINCHELOE 1961 AZ MK                     020 52 18.7
 RJ1051
 RJ1051|---------------------------------------------------------------------|
 RJ1051| PID    Reference Object                     Distance      Geod. Az  |
 RJ1051|                                                           dddmmss.s |
 RJ1051| RJ1052 KINCHELOE 1961 AZ MK                APPROX. 0.7 KM 0224234.5 |
 RJ1051| CH1298 KINCHELOE RM 1                       27.455 METERS 10446     |
 RJ1051| CH1299 KINCHELOE RM 2                       24.388 METERS 18831     |
 RJ1051| RJ0990 KINCHELOE AFB CONTROL TOWER         APPROX. 0.8 KM 1925621.4 |
 RJ1051| RJ1112 MAPLE HILL MICROWAVE MAST           APPROX.27.4 KM 2465625.2 |
 RJ1051| RJ1101 RUDYARD BELL TEL CO MICROWAVE       APPROX. 9.4 KM 2612128.0 |
 RJ1051| RJ1122 RACO AFB WATER TANK                 APPROX.29.0 KM 2913233.0 |
 RJ1051| RJ1124 DEMOND HILL LOOKOUT TOWER           APPROX.27.7 KM 2952740.8 |
 RJ1051|---------------------------------------------------------------------|
 RJ1051
 RJ1051                          SUPERSEDED SURVEY CONTROL
 RJ1051
 RJ1051  NAD 83(1986)-  46 15 12.84497(N)    084 27 24.87185(W) AD(       ) 3
 RJ1051  NAD 27      -  46 15 12.77682(N)    084 27 24.72422(W) AD(       ) 3
 RJ1051
 RJ1051.Superseded values are not recommended for survey control.
 RJ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1051.See file dsdata.txt to determine how the superseded data were derived.
 RJ1051
 RJ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9601325365(NAD 83)
 RJ1051_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1051
 RJ1051  HISTORY     - Date     Condition        Report By
 RJ1051  HISTORY     - 1961     MONUMENTED       CGS
 RJ1051  HISTORY     - 1978     GOOD             NGS
 RJ1051
 RJ1051                          STATION DESCRIPTION
 RJ1051
 RJ1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ1051'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF RUDYARD, IN THE
 RJ1051'NORTHEAST PART OF KINCHELOE
 RJ1051'AIR FORCE BASE AND IS APPROXIMATELY 170 FEET NORTHEAST OF THE
 RJ1051'NORTHEAST END OF A MISSILE
 RJ1051'BUILDING WHICH IS NOW UNDER CONSTRUCTION.
 RJ1051'
 RJ1051'TO REACH THE STATION FROM THE JUNCTION OF WILSON STREET AND TONE
 RJ1051'STREET, WHICH IS JUST EAST OF
 RJ1051'THE ADMINISTRATION BUILDING AT KINCHELOE AIR FORCE BASE.  GO EAST ON
 RJ1051'TONE STREET FOR 0.3 MILE TO A SIDE
 RJ1051'ROAD RIGHT, TURN RIGHT, GO SOUTH ON SURFACED ROAD FOR
 RJ1051'0.25 MILE TO EDGE OF CONCRETE RAMP, GO
 RJ1051'EAST-SOUTHEAST CROSSING RAMP FOR 0.15 MILE TO A
 RJ1051'TRACK ROAD RIGHT, TURN RIGHT, GO SOUTHERLY ON TRACK ROAD
 RJ1051'FOR 0.25 MILE TO THE STATION AT
 RJ1051'EDGE OF WOODED AREA.  NOTE- THE AREA SURROUNDING THE STATION IS NOW
 RJ1051'UNDER CONSTRUCTION.
 RJ1051'
 RJ1051'THE STATION, A STANDARD BRONZE DISK SET IN TOP OF A 12 INCH SQUARE
 RJ1051'CONCRETE POST WHICH PROJECTS
 RJ1051'ABOUT 2 INCHES AND IS STAMPED KINCHELOE 1961.  THE MARK IS 15.6 FEET
 RJ1051'NORTHEAST OF A TRIANGLE BLAZED
 RJ1051'PINE TREE, 11 FEET SOUTHWEST OF A TREE WHICH HAS FOUR
 RJ1051'TRUNKS AND 2.8 FEET EAST-SOUTHEAST OF WITNESS
 RJ1051'POST.
 RJ1051'
 RJ1051'REFERENCE MARK 1, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 RJ1051'SQUARE CONCRETE POST WHICH
 RJ1051'PROJECTS ABOUT 4 INCHES AND IS STAMPED KINCHELOE NO 1 1961.  THE MARK
 RJ1051'IS 122 FEET SOUTH-SOUTHEAST
 RJ1051'OF SOUTHEAST CORNER OF BUILDING, 1.8 FEET EAST-SOUTHEAST OF
 RJ1051'WITNESS POST AND 1.5 FEET NORTHWEST OF A
 RJ1051'TRIANGLE BLAZED PINE TREE.
 RJ1051'
 RJ1051'REFERENCE MARK 2, A STANDARD REFERENCE DISK SET IN TOP OF A 12 INCH
 RJ1051'SQUARE CONCRETE POST WHICH
 RJ1051'PROJECTS ABOUT 3 INCHES AND IS STAMPED KINCHELOE NO 2 1961.  THE MARK
 RJ1051'IS 159 FEET NORTH-NORTHEAST
 RJ1051'OF THE NORTHEAST CORNER OF BUILDING, 2 FEET SOUTH-SOUTHWEST
 RJ1051'OF A TRIANGLE BLAZED PINE TREE AND 1.9 FEET
 RJ1051'NORTH-NORTHEAST OF WITNESS POST.
 RJ1051'
 RJ1051'AZIMUTH MARK, A STANDARD AZIMUTH DISK SET IN TOP OF A 12 INCH SQUARE
 RJ1051'CONCRETE POST WHICH
 RJ1051'PROJECTS ABOUT 3 INCHES AND IS STAMPED KINCHELOE 1961.  THE MARK IS
 RJ1051'80 FEET NORTH OF CENTER OF ROAD,
 RJ1051'12.6 FEET SOUTH OF A SMALL TRIANGLE BLAZED TREE AND 2.9 FEET NORTH OF
 RJ1051'WITNESS POST.
 RJ1051'
 RJ1051'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY ON TRACK
 RJ1051'ROAD FOR 0.25 MILE, TURN
 RJ1051'LEFT, GO WEST-NORTHWEST ACROSS CONCRETE RAMP FOR 0.15 MILE, TURN
 RJ1051'RIGHT GO NORTH ON SURFACED ROAD
 RJ1051'FOR 0.25 MILE, TURN RIGHT AND GO EAST ON MAIN ROAD FOR 0.35
 RJ1051'MILE TO THE MARK ON THE LEFT (NORTH) SIDE
 RJ1051'OF ROAD.
 RJ1051'
 RJ1051'NOTE- A SMALL AMOUNT OF CLEARING IS NEEDED TO MAKE THE KINCHELOE,
 RJ1051'WATER TANK AND THE PEAK OF
 RJ1051'EAST GABLE OF ENGINEERING BUILDING VISIBLE FROM THE GROUND.
 RJ1051'
 RJ1051'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 RJ1051
 RJ1051                          STATION RECOVERY (1978)
 RJ1051
 RJ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 RJ1051'STATION, AZIMUTH, AND REFERENCE MARKS WERE ALL RECOVERED IN GOOD
 RJ1051'CONDITION AS DESCRIBED.
 RJ1051'
 RJ1051'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 RJ1051'RUDYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1052 ***********************************************************************
 RJ1052  DESIGNATION -  KINCHELOE 1961 AZ MK
 RJ1052  PID         -  RJ1052
 RJ1052  STATE/COUNTY-  MI/CHIPPEWA
 RJ1052  USGS QUAD   -  DAFTER (1975)
 RJ1052
 RJ1052                         *CURRENT SURVEY CONTROL
 RJ1052  ___________________________________________________________________
 RJ1052* NAD 83(1994)-  46 15 34.62315(N)    084 27 11.74117(W)     ADJUSTED  
 RJ1052* NAVD 88     -       238.     (meters)     781.     (feet)  SCALED    
 RJ1052  ___________________________________________________________________
 RJ1052  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 RJ1052  GEOID HEIGHT-         -36.25  (meters)                     GEOID03
 RJ1052
 RJ1052  HORZ ORDER  -  THIRD
 RJ1052
 RJ1052.The horizontal coordinates were established by classical geodetic methods
 RJ1052.and adjusted by the National Geodetic Survey in February 1997..
 RJ1052
 RJ1052.The orthometric height was scaled from a topographic map.
 RJ1052
 RJ1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1052
 RJ1052.The geoid height was determined by GEOID03.
 RJ1052
 RJ1052;                    North         East     Units Scale Factor Converg.
 RJ1052;SPC MI N     -   167,233.700 8,196,301.236   MT  0.99990293   +1 50 26.7
 RJ1052;SPC MI N     -   548,666.99 26,890,752.09   iFT  0.99990293   +1 50 26.7
 RJ1052;UTM  16      - 5,126,045.962   696,272.766   MT  1.00007357   +1 50 26.0
 RJ1052
 RJ1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1052!SPC MI N     -   0.99996837  x   0.99990293  =   0.99987130
 RJ1052!UTM  16      -   0.99996837  x   1.00007357  =   1.00004194
 RJ1052
 RJ1052:                Primary Azimuth Mark                     Grid Az
 RJ1052:SPC MI N     -  KINCHELOE                                200 52 17.3
 RJ1052:UTM  16      -  KINCHELOE                                200 52 18.0
 RJ1052
 RJ1052|---------------------------------------------------------------------|
 RJ1052| PID    Reference Object                     Distance      Geod. Az  |
 RJ1052|                                                           dddmmss.s |
 RJ1052| RJ1051 KINCHELOE                           APPROX. 0.7 KM 2024244.0 |
 RJ1052|---------------------------------------------------------------------|
 RJ1052
 RJ1052                          SUPERSEDED SURVEY CONTROL
 RJ1052
 RJ1052  NAD 83(1986)-  46 15 34.61435(N)    084 27 11.73675(W) AD(       ) 3
 RJ1052  NAD 27      -  46 15 34.54534(N)    084 27 11.58975(W) AD(       ) 3
 RJ1052
 RJ1052.Superseded values are not recommended for survey control.
 RJ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1052.See file dsdata.txt to determine how the superseded data were derived.
 RJ1052
 RJ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9627326046(NAD 83)
 RJ1052_MARKER: DZ = AZIMUTH MARK DISK
 RJ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1052_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1052+STABILITY: SURFACE MOTION
 RJ1052
 RJ1052  HISTORY     - Date     Condition        Report By
 RJ1052  HISTORY     - 1961     MONUMENTED       CGS
 RJ1052  HISTORY     - 1978     GOOD             NGS
 RJ1052
 RJ1052                          STATION DESCRIPTION
 RJ1052
 RJ1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ1052'THE STATION IS LOCATED ON THE KINCHELOE AIR FORCE BASE, ABOUT 3/4
 RJ1052'MILE EAST OF THE ADMINISTRATION
 RJ1052'BUILDING AND 1/4 MILE EAST OF THE ENGINEERS OFFICE BUILDING.
 RJ1052'
 RJ1052'TO REACH FROM THE INTERSECTION OF WILSON AND TONE ROADS JUST EAST OF
 RJ1052'THE ADMINISTRATION BUILDING, GO EAST
 RJ1052'ON TONE ROAD FOR 0.7 MILE TO THE STATION ON THE LEFT SIDE OF ROAD.
 RJ1052'
 RJ1052'STATION IS MARKED BY A STANDARD TRIANGULATION AZIMUTH MARK DISK SET
 RJ1052'IN TOP OF A 12-INCH SQUARE
 RJ1052'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE
 RJ1052'GROUND AND IS STAMPED KINCHELOE
 RJ1052'1961.  (NO UNDERGROUND DISK) THE MARK IS 80 FEET NORTH
 RJ1052'OF THE CENTER OF ROAD, 12.6 FEET SOUTH OF A SMALL
 RJ1052'TRIANGLE BLAZED TREE AND 2.9 FEET NORTH OF A WITNESS POST.
 RJ1052
 RJ1052                          STATION RECOVERY (1978)
 RJ1052
 RJ1052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 RJ1052'MARK WAS RECOVERED AS DESCRIBED.  THE MARK NOW PROJECTS ABOUT 2
 RJ1052'FEET.
 RJ1052'
 RJ1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NE OF
 RJ1052'RUDYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0990 ***********************************************************************
 RJ0990  DESIGNATION -  KINCHELOE AFB CONTROL TOWER
 RJ0990  PID         -  RJ0990
 RJ0990  STATE/COUNTY-  MI/CHIPPEWA
 RJ0990  USGS QUAD   -  PICKFORD NW (1975)
 RJ0990
 RJ0990                         *CURRENT SURVEY CONTROL
 RJ0990  ___________________________________________________________________
 RJ0990* NAD 83(1994)-  46 14 46.08333(N)    084 27 33.74131(W)     ADJUSTED  
 RJ0990* NAVD 88     -                                                        
 RJ0990  ___________________________________________________________________
 RJ0990  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RJ0990  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 RJ0990
 RJ0990  HORZ ORDER  -  THIRD
 RJ0990
 RJ0990.The horizontal coordinates were established by classical geodetic methods
 RJ0990.and adjusted by the National Geodetic Survey in February 1997..
 RJ0990
 RJ0990
 RJ0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0990
 RJ0990.The geoid height was determined by GEOID03.
 RJ0990
 RJ0990;                    North         East     Units Scale Factor Converg.
 RJ0990;SPC MI N     -   165,720.748 8,195,878.376   MT  0.99990307   +1 50 10.8
 RJ0990;SPC MI N     -   543,703.24 26,889,364.75   iFT  0.99990307   +1 50 10.8
 RJ0990;UTM  16      - 5,124,532.757   695,849.823   MT  1.00007153   +1 50 08.6
 RJ0990
 RJ0990                          SUPERSEDED SURVEY CONTROL
 RJ0990
 RJ0990  NAD 83(1986)-  46 14 46.07520(N)    084 27 33.73665(W) AD(       ) 4
 RJ0990  NAD 27      -  46 14 46.00743(N)    084 27 33.58878(W) AD(       ) 3
 RJ0990
 RJ0990.Superseded values are not recommended for survey control.
 RJ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0990.See file dsdata.txt to determine how the superseded data were derived.
 RJ0990
 RJ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9585024533(NAD 83)
 RJ0990
 RJ0990  HISTORY     - Date     Condition        Report By
 RJ0990  HISTORY     - 1961     MONUMENTED       CGS
 RJ0990  HISTORY     - 1962     SEE DESCRIPTION  CGS
 RJ0990  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ0990
 RJ0990                          STATION DESCRIPTION
 RJ0990
 RJ0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ0990'THE STATION IS LOCATED ON THE KINCHELOE AIR FORCE BASE, ABOUT 3/4
 RJ0990'MILE SOUTH OF THE HANGARS AND
 RJ0990'ALONG THE NORTHEAST SIDE OF THE RUNWAY.  IT IS CONSTRUCTED OF
 RJ0990'CONCRETE AND APPROXIMATELY 100 FEET
 RJ0990'HIGH.
 RJ0990'
 RJ0990'THE POINT INTERSECTED WAS A STAFF PROJECTING FROM THE CENTER OF THE
 RJ0990'ROOF.
 RJ0990
 RJ0990                          STATION RECOVERY (1962)
 RJ0990
 RJ0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 RJ0990'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  PREVIOUS
 RJ0990'DESCRIPTION ADEQUATE.
 RJ0990
 RJ0990                          STATION RECOVERY (1965)
 RJ0990
 RJ0990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ0990'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1053 ***********************************************************************
 RJ1053  DESIGNATION -  KINCHELOE AFB NORTH WATER TANK
 RJ1053  PID         -  RJ1053
 RJ1053  STATE/COUNTY-  MI/CHIPPEWA
 RJ1053  USGS QUAD   -  DAFTER (1975)
 RJ1053
 RJ1053                         *CURRENT SURVEY CONTROL
 RJ1053  ___________________________________________________________________
 RJ1053* NAD 83(1994)-  46 16 27.82996(N)    084 26 50.51543(W)     ADJUSTED  
 RJ1053* NAVD 88     -                                                        
 RJ1053  ___________________________________________________________________
 RJ1053  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 RJ1053  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 RJ1053
 RJ1053  HORZ ORDER  -  THIRD
 RJ1053
 RJ1053.The horizontal coordinates were established by classical geodetic methods
 RJ1053.and adjusted by the National Geodetic Survey in February 1997..
 RJ1053
 RJ1053
 RJ1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1053
 RJ1053.The geoid height was determined by GEOID03.
 RJ1053
 RJ1053;                    North         East     Units Scale Factor Converg.
 RJ1053;SPC MI N     -   168,890.163 8,196,702.654   MT  0.99990285   +1 50 42.1
 RJ1053;SPC MI N     -   554,101.58 26,892,069.07   iFT  0.99990285   +1 50 42.1
 RJ1053;UTM  16      - 5,127,702.710   696,674.252   MT  1.00007551   +1 50 43.0
 RJ1053
 RJ1053                          SUPERSEDED SURVEY CONTROL
 RJ1053
 RJ1053  NAD 83(1986)-  46 16 27.82299(N)    084 26 50.51252(W) AD(       ) 4
 RJ1053  NAD 27      -  46 16 27.74234(N)    084 26 50.38508(W) AD(       ) 3
 RJ1053
 RJ1053.Superseded values are not recommended for survey control.
 RJ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1053.See file dsdata.txt to determine how the superseded data were derived.
 RJ1053
 RJ1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9667427703(NAD 83)
 RJ1053
 RJ1053  HISTORY     - Date     Condition        Report By
 RJ1053  HISTORY     - 1965     MONUMENTED       CGS
 RJ1053
 RJ1053                          STATION DESCRIPTION
 RJ1053
 RJ1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1053'STATION IS THE CENTER OF THE TOP OF THE TANK.
 RJ1053'IT IS A 4 LEGGED
 RJ1053'STEEL STRUCTURE, PAINTED IN A CHECKER-BOARD PATTERN
 RJ1053'IN INTERNATIONAL ORANGE AND WHITE,
 RJ1053'WITH A RED LIGHT AT THE TOP.  THE
 RJ1053'OVERALL HEIGHT OF THE STRUCTURE IS ESTIMATED TO BE
 RJ1053'ABOUT 120 FEET.
 RJ1053'
 RJ1053'LOCATED AT THE NORTH EDGE OF THE KINCHELOE AF BASE AND IS OWNED AND
 RJ1053'OPERATED BY THE SAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1055 ***********************************************************************
 RJ1055  DESIGNATION -  KINCHELOE AFB SOUTH WATER TANK
 RJ1055  PID         -  RJ1055
 RJ1055  STATE/COUNTY-  MI/CHIPPEWA
 RJ1055  USGS QUAD   -  DAFTER (1975)
 RJ1055
 RJ1055                         *CURRENT SURVEY CONTROL
 RJ1055  ___________________________________________________________________
 RJ1055* NAD 83(1994)-  46 15 47.20182(N)    084 28 04.98131(W)     ADJUSTED  
 RJ1055* NAVD 88     -                                                        
 RJ1055  ___________________________________________________________________
 RJ1055  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 RJ1055  GEOID HEIGHT-         -36.24  (meters)                     GEOID03
 RJ1055
 RJ1055  HORZ ORDER  -  THIRD
 RJ1055
 RJ1055.The horizontal coordinates were established by classical geodetic methods
 RJ1055.and adjusted by the National Geodetic Survey in February 1997..
 RJ1055
 RJ1055
 RJ1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1055
 RJ1055.The geoid height was determined by GEOID03.
 RJ1055
 RJ1055;                    North         East     Units Scale Factor Converg.
 RJ1055;SPC MI N     -   167,585.336 8,195,149.300   MT  0.99990291   +1 49 48.2
 RJ1055;SPC MI N     -   549,820.66 26,886,972.77   iFT  0.99990291   +1 49 48.2
 RJ1055;UTM  16      - 5,126,397.661   695,120.637   MT  1.00006803   +1 49 47.9
 RJ1055
 RJ1055                          SUPERSEDED SURVEY CONTROL
 RJ1055
 RJ1055  NAD 83(1986)-  46 15 47.19426(N)    084 28 04.97800(W) AD(       ) 4
 RJ1055  NAD 27      -  46 15 47.13662(N)    084 28 04.83858(W) AD(       ) 3
 RJ1055
 RJ1055.Superseded values are not recommended for survey control.
 RJ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1055.See file dsdata.txt to determine how the superseded data were derived.
 RJ1055
 RJ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9512126398(NAD 83)
 RJ1055_MARKER: 51 = TANK
 RJ1055
 RJ1055  HISTORY     - Date     Condition        Report By
 RJ1055  HISTORY     - 1961     FIRST OBSERVED   CGS
 RJ1055  HISTORY     - 1962     GOOD             CGS
 RJ1055  HISTORY     - 1965     GOOD             CGS
 RJ1055  HISTORY     - 1978     GOOD             NGS
 RJ1055
 RJ1055                          STATION DESCRIPTION
 RJ1055
 RJ1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ1055'THE STATION IS LOCATED AT THE KINCHELOE AIR FORCE BASE, ABOUT 18
 RJ1055'MILES SOUTHWEST OF SAULT STE.
 RJ1055'MARIE AND 5 MILES NORTHEAST OF RUDYARD.  IT IS A STEEL STRUCTURE
 RJ1055'HAVING EIGHT LEGS, APPROXIMATELY
 RJ1055'150 FEET HIGH, WITH A ROTATING BEACON ON TOP AND PAINTED ORANGE AND
 RJ1055'WHITE.
 RJ1055'
 RJ1055'TO REACH FROM THE INTERSECTION OF WILSON ROAD AND TONE ROAD JUST EAST
 RJ1055'OF THE ADMINISTRATION
 RJ1055'BUILDING, GO NORTH ON WILSON ROAD FOR 0.25 MILE TO THE TANK ON THE
 RJ1055'LEFT.
 RJ1055'
 RJ1055'THE POINT INTERSECTED WAS AN IRON ROD OR STAFF PROJECTING FROM THE
 RJ1055'NORTHEAST CORNER OF THE
 RJ1055'PLATFORM AROUND THE BEACON.
 RJ1055
 RJ1055                          STATION RECOVERY (1962)
 RJ1055
 RJ1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 RJ1055'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.  PREVIOUS
 RJ1055'DESCRIPTION ADEQUATE.
 RJ1055'
 RJ1055'THE AIRPORT BEACON IS MOUNTED ON TOP OF THE WATER TANK.
 RJ1055
 RJ1055                          STATION RECOVERY (1965)
 RJ1055
 RJ1055'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1055'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AT THIS TIME.
 RJ1055
 RJ1055                          STATION RECOVERY (1978)
 RJ1055
 RJ1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 RJ1055'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 RJ1055'
 RJ1055'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NE OF
 RJ1055'RUDYARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8064 ***********************************************************************
 AA8064  CBN         -  This is a Cooperative Base Network Control Station.
 AA8064  PACS        -  This is a Primary Airport Control Station.
 AA8064  DESIGNATION -  KINCHELOE CBL 0
 AA8064  PID         -  AA8064
 AA8064  STATE/COUNTY-  MI/CHIPPEWA
 AA8064  USGS QUAD   -  PICKFORD NW (1975)
 AA8064
 AA8064                         *CURRENT SURVEY CONTROL
 AA8064  ___________________________________________________________________
 AA8064* NAD 83(1994)-  46 14 23.71158(N)    084 28 03.18062(W)     ADJUSTED  
 AA8064* NAVD 88     -       240.97   (meters)     790.6    (feet)  GPS OBS   
 AA8064  ___________________________________________________________________
 AA8064  X           -     426,056.619 (meters)                     COMP
 AA8064  Y           -  -4,398,653.709 (meters)                     COMP
 AA8064  Z           -   4,583,880.282 (meters)                     COMP
 AA8064  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 AA8064  ELLIP HEIGHT-         204.68  (meters)          (07/12/02) GPS OBS
 AA8064  GEOID HEIGHT-         -36.21  (meters)                     GEOID03
 AA8064
 AA8064  HORZ ORDER  -  B
 AA8064  ELLP ORDER  -  FOURTH    CLASS II
 AA8064
 AA8064.This mark is at Chippewa Co  Intl Airport (CIU)
 AA8064
 AA8064.The horizontal coordinates were established by GPS observations
 AA8064.and adjusted by the National Geodetic Survey in September 1995..
 AA8064
 AA8064.The orthometric height was determined by GPS observations and a
 AA8064.high-resolution geoid model.
 AA8064
 AA8064.GPS derived orthometric heights for airport stations designated as
 AA8064.PACS or SACS are published to 2 decimal places.  This maintains
 AA8064.centimeter relative accuracy between the PACS and SACS.  It does
 AA8064.not indicate centimeter accuracy relative to other marks which are
 AA8064.part of the NAVD 88 network.
 AA8064
 AA8064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8064
 AA8064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8064
 AA8064.The ellipsoidal height was determined by GPS observations
 AA8064.and is referenced to NAD 83.
 AA8064
 AA8064.The geoid height was determined by GEOID03.
 AA8064
 AA8064;                    North         East     Units Scale Factor Converg.
 AA8064;SPC MI N     -   165,010.228 8,195,270.174   MT  0.99990315   +1 49 49.5
 AA8064;SPC MI N     -   541,372.14 26,887,369.34   iFT  0.99990315   +1 49 49.5
 AA8064;UTM  16      - 5,123,822.126   695,241.510   MT  1.00006861   +1 49 46.6
 AA8064
 AA8064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8064!SPC MI N     -   0.99996791  x   0.99990315  =   0.99987107
 AA8064!UTM  16      -   0.99996791  x   1.00006861  =   1.00003652
 AA8064
 AA8064                          SUPERSEDED SURVEY CONTROL
 AA8064
 AA8064  ELLIP H (09/20/95)  204.69   (m)                       GP(       ) 1 2
 AA8064
 AA8064.Superseded values are not recommended for survey control.
 AA8064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8064.See file dsdata.txt to determine how the superseded data were derived.
 AA8064
 AA8064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9524223822(NAD 83)
 AA8064_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA8064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8064_STAMPING: 0 M 1992
 AA8064_MARK LOGO: NGS   
 AA8064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8064+STABILITY: SURFACE MOTION
 AA8064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8064+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1994
 AA8064
 AA8064  HISTORY     - Date     Condition        Report By
 AA8064  HISTORY     - 1992     MONUMENTED       LOCSUR
 AA8064  HISTORY     - 19930812 GOOD             NGS
 AA8064  HISTORY     - 19940719 GOOD             NGS
 AA8064
 AA8064                          STATION DESCRIPTION
 AA8064
 AA8064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AA8064'MARK IS A COMPONENT OF THE KINCHELOE CALIBRATION BASE LINE, LOCATED
 AA8064'ABOUT 29.0 KM (18.0 MI) SOUTH-SOUTHWEST OF SAULT STE. MARIE AND 5.0 KM
 AA8064'(3.1 MI) SOUTHEAST OF KINROSS, ALONG THE SOUTHWEST EDGE OF THE LARGE
 AA8064'RUNWAY AT THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT IN SECTION 5 T 44
 AA8064'N R 1 W (PICKFORD NW 7.5 MIN QUAD). NOTE -- MS. KATHY NOEL, AIRPORT
 AA8064'MANAGER, CHIPPEWA COUNTY INTERNATIONAL AIRPORT, 119 CULLEY, KINCHELOE,
 AA8064'MICHIGAN 49788, MUST BE NOTIFIED 24 HOURS PRIOR TO ENTRY ONTO AIRPORT
 AA8064'PROPERTY. THE KEY TO THE GATE CAN BE OBTAINED FROM MR. WILLIAM KARR,
 AA8064'CHIPPEWA COUNTY SURVEYOR, 816 ASHMUN STREET, P.O. BOX 758, SAULT STE.
 AA8064'MARIE, MICHIGAN 49783. TO REACH FROM THE JUNCTION OF TONE ROAD AND
 AA8064'INTERSTATE HIGHWAY 75 (EXIT 378), LOCATED JUST EAST OF KINROSS, GO
 AA8064'SOUTHEASTERLY ON TONE ROAD FOR 2.3 KM (1.4 MI) TO THE INTERSECTION OF
 AA8064'KALLIO ROAD ON THE RIGHT, JUST BEFORE THE CHIPPEWA COUNTY
 AA8064'INTERNATIONAL AIRPORT AND INDUSTRIAL PARK SIGN.  TURN RIGHT AND GO
 AA8064'SOUTHWESTERLY FOR 0.1 KM (0.1 MI) TO A GRAVEL ROAD ON THE LEFT JUST
 AA8064'BEFORE A NINETY DEGREE TURN TO THE NORTHWEST.  TAKE THE GRAVEL ROAD
 AA8064'AND GO SOUTHERLY FOR 0.4 KM (0.2 MI) TO A FORK.  TAKE THE LEFT FORK
 AA8064'AND MEANDER SOUTHEASTERLY, SKIRTING THE AIRPORTS PERIMETER FENCELINE,
 AA8064'FOR 3.55 KM (2.21 MI) TO A LOCKED GATE IN THE PERIMETER FENCE ON THE
 AA8064'LEFT.  PASS THROUGH THE GATE AND GO EASTERLY FOR ABOUT 30 M (98.4 FT)
 AA8064'TO A TRACK ROAD.  TURN LEFT AND GO NORTH-NORTHWEST ON THE TRACK ROAD
 AA8064'FOR 0.28 KM (0.17 MI) TO THE MARK ON THE RIGHT. MARK IS SET IN THE TOP
 AA8064'OF A 48 CM (19 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.
 AA8064'IT IS 163.6 M (536.7 FT) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 AA8064'LARGE RUNWAY, 10.0 M (32.8 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE
 AA8064'TRACK ROAD, 1.0 M (3.3 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS POST
 AA8064'AND 1.0 M (3.3 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST. FOR
 AA8064'MORE INFORMATION CONTACT MR. WILLIAM KARR FROM ABOVE.  OR CONTACT MR.
 AA8064'RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O. BOX 30050,
 AA8064'DESIGN SURVEY DIVISION, LANSING, MICHIGAN 48909.
 AA8064
 AA8064                          STATION RECOVERY (1994)
 AA8064
 AA8064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8064'NOTE--CALL IN ADVANCE TO HAVE GATE OPENED INTO AIRPORT PROPERTY. PHONE
 AA8064'BILL KARR, COUNTY SURVEYOR, AT 906-635-6351.  THE STATION IS 18 MI
 AA8064'(29.0 KM) SOUTH-SOUTHWEST FROM SAULT STE MARIE, ALONG THE SOUTHWEST
 AA8064'SIDE OF THE CHIPPEWA COUNTY INTERNATIONAL AIRPORT, ON AIRPORT
 AA8064'PROPERTY, IN SECTION 31, T 45 N, R 1 W, CHIPPEWA COUNTY, USGS QUAD
 AA8064'460842.  OWNERSHIP--CHIPPEWA COUNTY ECONOMIC DEVELOPMENT COMMISSION,
 AA8064'119 CULLEY ROAD, KINCHELOE MI 49788.  AIRPORT MANAGER IS KATHY NOEL,
 AA8064'PHONE 906-495-5631.  TO REACH THE STATION FROM THE JUNCTION OF
 AA8064'INTERSTATE HIGHWAY 75 AND TONE ROAD (EXIT 378) IN SOUTHERN CHIPPEWA
 AA8064'COUNTY, GO EASTERLY ON TONE ROAD FOR 1.4 MI (2.3 KM) TO KALLIO ROAD ON
 AA8064'THE RIGHT JUST BEFORE A SIGN, CHIPPEWA COUNTY INTERNATIONAL AIRPORT
 AA8064'AND INDUSTRIAL PARK.  TURN RIGHT, SOUTHERLY, ON KALLIO ROAD FOR 0.06
 AA8064'MI (0.10 KM) TO A GRAVEL ROAD ON THE LEFT JUST BEFORE A 90 DEGREE TURN
 AA8064'TO THE WEST.  TAKE THE GRAVEL ROAD, SOUTHERLY, FOR 0.2 MI (0.3 KM) TO
 AA8064'A FORK.  TAKE THE LEFT FORK, SOUTHEASTERLY, ON THE GRAVEL ROAD
 AA8064'FOLLOWING THE AIRPORT PERIMETER FENCE FOR 2.21 MI (3.56 KM) TO A GATE
 AA8064'IN THE PERIMETER FENCE ON THE LEFT.  PASS THROUGH THE GATE AND GO
 AA8064'EASTERLY FOR 0.02 MI (0.03 KM) TO A TRACK ROAD.  TURN LEFT,
 AA8064'NORTH-NORTHWEST, ON THE TRACK ROAD FOR 0.2 MI (0.3 KM) TO THE STATION
 AA8064'ON THE RIGHT.  STATION IS FLUSH WITH THE GROUND.  IT IS 536.7 FT
 AA8064'(163.6 M) WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE RUNWAY, 32.8
 AA8064'FT (10.0 M) EAST-NORTHEAST FROM THE CENTERLINE OF A TRACK ROAD, 6.6 FT
 AA8064'(2.0 M) WEST-SOUTHWEST FROM THE SOUTH CORNER OF A 1.0 M (3.3 FT) BY
 AA8064'0.9 M (3.0 FT) CONCRETE PAD THAT IS FLUSH WITH GROUND, 3.3 FT (1.0 M)
 AA8064'EAST-NORTHEAST FROM A FIBERGLASS WITNESS POST AND 3.3 FT (1.0 M)
 AA8064'WEST-SOUTHWEST FROM A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0971 ***********************************************************************
 OJ0971  DESIGNATION -  KING
 OJ0971  PID         -  OJ0971
 OJ0971  STATE/COUNTY-  MI/LAPEER
 OJ0971  USGS QUAD   -  LAPEER (1980)
 OJ0971
 OJ0971                         *CURRENT SURVEY CONTROL
 OJ0971  ___________________________________________________________________
 OJ0971* NAD 83(1994)-  43 07 29.90823(N)    083 20 24.82585(W)     ADJUSTED  
 OJ0971* NAVD 88     -       294.     (meters)     965.     (feet)  VERTCON   
 OJ0971  ___________________________________________________________________
 OJ0971  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 OJ0971  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OJ0971
 OJ0971  HORZ ORDER  -  FIRST
 OJ0971
 OJ0971.The horizontal coordinates were established by classical geodetic methods
 OJ0971.and adjusted by the National Geodetic Survey in February 1997..
 OJ0971
 OJ0971.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0971
 OJ0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0971
 OJ0971.The geoid height was determined by GEOID03.
 OJ0971
 OJ0971;                    North         East     Units Scale Factor Converg.
 OJ0971;SPC MI S     -   181,008.356 4,083,517.742   MT  0.99991563   +0 41 54.7
 OJ0971;SPC MI S     -   593,859.44 13,397,367.92   iFT  0.99991563   +0 41 54.7
 OJ0971;UTM  17      - 4,777,351.521   309,635.257   MT  1.00004582   -1 36 00.9
 OJ0971
 OJ0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0971!SPC MI S     -   0.99995930  x   0.99991563  =   0.99987493
 OJ0971!UTM  17      -   0.99995930  x   1.00004582  =   1.00000512
 OJ0971
 OJ0971:                Primary Azimuth Mark                     Grid Az
 OJ0971:SPC MI S     -  NORTH BRANCH MUNICIPAL TANK              046 14 02.3
 OJ0971:UTM  17      -  NORTH BRANCH MUNICIPAL TANK              048 31 57.9
 OJ0971
 OJ0971|---------------------------------------------------------------------|
 OJ0971| PID    Reference Object                     Distance      Geod. Az  |
 OJ0971|                                                           dddmmss.s |
 OJ0971| OJ0969 NORTH BRANCH MUNICIPAL TANK         APPROX.17.1 KM 0465557.0 |
 OJ0971| OJ0973 LAPEER MUNICIPAL TANK               APPROX. 7.5 KM 1645946.7 |
 OJ0971| OJ0975 LAPEER STATE HOME STACK             APPROX. 8.9 KM 1815543.8 |
 OJ0971| CH0347 KING RM 1                            24.284 METERS 23418     |
 OJ0971| CH0346 KING AZ MK                                         2503819.4 |
 OJ0971| CH0348 KING RM 2                            39.243 METERS 28020     |
 OJ0971| OJ1004 OTTER LAKE AMER LEGION TANK         APPROX.14.5 KM 3182058.9 |
 OJ0971|---------------------------------------------------------------------|
 OJ0971
 OJ0971                          SUPERSEDED SURVEY CONTROL
 OJ0971
 OJ0971  NAD 83(1986)-  43 07 29.90499(N)    083 20 24.85678(W) AD(       ) 1
 OJ0971  NAD 27      -  43 07 29.80951(N)    083 20 25.04873(W) AD(       ) 1
 OJ0971  NGVD 29 (07/19/86)  294.     (m)          965.     (f) VERT ANG       
 OJ0971
 OJ0971.Superseded values are not recommended for survey control.
 OJ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0971.See file dsdata.txt to determine how the superseded data were derived.
 OJ0971
 OJ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0963577352(NAD 83)
 OJ0971_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0971
 OJ0971  HISTORY     - Date     Condition        Report By
 OJ0971  HISTORY     - 1943     MONUMENTED       CGS
 OJ0971  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0971  HISTORY     - 1980     GOOD             MIDH
 OJ0971  HISTORY     - 19970526 GOOD             USPSQD
 OJ0971
 OJ0971                          STATION DESCRIPTION
 OJ0971
 OJ0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0971'THE STATION IS LOCATED ABOUT 5.0 MILES N OF LAPEER, 0.5 MILE NE OF
 OJ0971'THE KINGS RANCHHOUSE, 0.3 MILE ENE OF
 OJ0971'THE MILLVILLE ROAD, ON A PROMINENT BARE HILL AND
 OJ0971'ON THE PROPERTY OF S.P. CONLKIN OF
 OJ0971'DETROIT.  IT IS 5 FEET S OF
 OJ0971'A REFERENCE POST AND IS NEAR THE E SLOPE OF THE HILL.
 OJ0971'THE MARK IS
 OJ0971'SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED KING 1943.
 OJ0971'
 OJ0971'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ0971'DISKS SET IN
 OJ0971'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ0971'
 OJ0971'REFERENCE MARK 1 IS 79.71 FEET SW OF THE STATION.  IT IS ON
 OJ0971'THE HIGHEST POINT
 OJ0971'OF THE HILL AND IS SET FLUSH WITH THE GROUND.
 OJ0971'STAMPED KING NO 1 1943.
 OJ0971'
 OJ0971'REFERENCE MARK 2 IS 128.90 FEET WNW OF THE STATION.  IT IS
 OJ0971'SET NEAR THE W
 OJ0971'SLOPE OF THE HILL AND IS FLUSH WITH THE GROUND.
 OJ0971'THE DISK IS STAMPED KING NO 2
 OJ0971'1943.
 OJ0971'
 OJ0971'THE AZIMUTH MARK IS 0.35 MILE SW OF THE STATION, 32 FEET S
 OJ0971'OF THE CENTER LINE
 OJ0971'OF THE MILLVILLE ROAD, 2.2 FEET N OF AN E-W
 OJ0971'FENCELINE, 1.2 FEET NW OF A REFERENCE
 OJ0971'POST.  STAMPED KING 1943.
 OJ0971'
 OJ0971'TO REACH THE STATION FROM THE JUNCTION AT STATE HIGHWAYS 21
 OJ0971'AND 24 IN THE SW
 OJ0971'EDGE OF LAPEER, GO W ON STATE HIGHWAY 21 FOR 1.2
 OJ0971'MILES TO THE MILLVILLE ROAD RIGHT,
 OJ0971'HERE TURN RIGHT ON MILLVILLE
 OJ0971'ROAD AND GO 5.0 MILES TO THE ENTRANCE TO KINGS RANCH
 OJ0971'ON THE RIGHT,*
 OJ0971'HERE TURN RIGHT INTO DRIVEWAY AND GO 0.05 MILE TO A POLE GATE NEAR
 OJ0971'RANCH HOUSE, PASS
 OJ0971'THROUGH GATE AND GO NE FOR 0.5 MILE TO THE TOP
 OJ0971'OF THE HILL AND STATION AS
 OJ0971'DESCRIBED.
 OJ0971'
 OJ0971'*TO REACH THE AZIMUTH MARK FROM THE KINGS RANCH HOUSE, GO NNW
 OJ0971'FOR 0.25 MILE TO
 OJ0971'THE MARK ON THE LEFT AS DESCRIBED.
 OJ0971'
 OJ0971'HEIGHT OF LIGHT ABOVE STATION MARK-22 METERS.
 OJ0971
 OJ0971                          STATION RECOVERY (1977)
 OJ0971
 OJ0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0971'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 OJ0971'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED.  NO NEW
 OJ0971'MARKS WERE ESTABLISHED BECAUSE THE STATION WAS OCCUPIED FOR
 OJ0971'THE REFERENCE MARKS ONLY.
 OJ0971'THE DIRECTION BETWEEN THE MARKS CHECKED THE 1943 DATA, BUT
 OJ0971'SHORTER MEASUREMENTS OF 0.010 METER TO REFERENCE MARK 1 AND
 OJ0971'0.046 METER TO REFERENCE MARK 2 WERE NOTED.
 OJ0971'
 OJ0971'THE STATION IS LOCATED 5-1/2 MILES NORTH OF LAPEER, 4 MILES
 OJ0971'SOUTHEAST OF COLUMBIAVILLE, ON A LOW WOODED HILL IN THE NORTH
 OJ0971'CENTRAL PART OF SECTION 7, T 8 N, R 10 E, ON PROPERTY OF THE
 OJ0971'MICHIGAN DEPARTMENT OF NATURAL RESOURCES.
 OJ0971'
 OJ0971'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND
 OJ0971'24 (NORTH MAIN AND GENESSE STREETS) IN LAPEER, GO WEST ON
 OJ0971'HIGHWAY 21 FOR 1.2 MILES TO A CROSSROAD.  TURN RIGHT, NORTH, ON
 OJ0971'MILLVILLE ROAD FOR 2.85 MILES TO A BRIDGE OVER PLUM CREEK.
 OJ0971'CONTINUE NORTH ON MILLVILLE ROAD FOR 2.0 MILES TO A ROAD CURVE
 OJ0971'LEFT AND A DIRT ROAD STRAIGHT AHEAD.  CONTINUE NORTH ON THE
 OJ0971'DIRT ROAD FOR 0.25 MILE TO A TRACK ROAD RIGHT AT THE END OF A
 OJ0971'SMALL CLEARING, AND TWO LARGE OAK TREES.  TURN RIGHT,
 OJ0971'NORTHEAST, PASSING BETWEEN THE TWO TREES, AND FOLLOW THE
 OJ0971'TRACK ROAD UPHILL FOR 0.2 MILE TO A SMALL CLEARING
 OJ0971'AT HIGH GROUND AND THE STATION ON THE LEFT.
 OJ0971'
 OJ0971'STATION MARKS, STAMPED---KING 1943---, ARE STANDARD DISKS.
 OJ0971'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE
 OJ0971'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS
 OJ0971'78 FEET NORTHEAST OF A METAL WITNESS POST, 49 FEET NORTH OF
 OJ0971'THE TRACK ROAD, AND 4 FEET SOUTH OF A METAL WITNESS POST.
 OJ0971'PREVIOUS DATA STATES THAT THERE IS AN UNDERGROUND DISK.
 OJ0971'
 OJ0971'REFERENCE MARK 1, STAMPED---KING NO 1 1943---, A STANDARD
 OJ0971'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 OJ0971'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 30 FEET
 OJ0971'SOUTHWEST OF THE ROAD AND 3 FEET SOUTH OF A METAL WITNESS
 OJ0971'POST.
 OJ0971'
 OJ0971'REFERENCE MARK 2, STAMPED---KING NO 2 1943---, A STANDARD
 OJ0971'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 OJ0971'FLUSH WITH THE GROUND.  IT IS 12 FEET NORTH OF THE ROAD AND
 OJ0971'126 FEET NORTHWEST OF THE WITNESS POST AT THE STATION.
 OJ0971'
 OJ0971'THE DIRECTION TO THE MARKS CHECKED THE 1943 DATA, BUT SHORTER
 OJ0971'MEASUREMENTS OF 0.010 METER TO REFERENCE MARK 1 AND 0.046
 OJ0971'METER TO REFERENCE MARK 2 WERE NOTED.
 OJ0971'
 OJ0971'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0971'DESCRIBED BY G.R. HEID
 OJ0971
 OJ0971                          STATION RECOVERY (1980)
 OJ0971
 OJ0971'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ0971'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION.
 OJ0971'REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK
 OJ0971'WAS NOT SEARCHED FOR.  THE DIRECTIONS AND DISTANCES WERE NOT CHECKED.
 OJ0971'THE 1976 TO REACH IS ADEQUATE.
 OJ0971
 OJ0971                          STATION RECOVERY (1997)
 OJ0971
 OJ0971'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0607 ***********************************************************************
 QK0607  DESIGNATION -  KING LOOKOUT TOWER
 QK0607  PID         -  QK0607
 QK0607  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0607  USGS QUAD   -  OCQUEOC (1986)
 QK0607
 QK0607                         *CURRENT SURVEY CONTROL
 QK0607  ___________________________________________________________________
 QK0607* NAD 83(1994)-  45 24 06.40095(N)    084 05 29.15326(W)     ADJUSTED  
 QK0607* NAVD 88     -                                                        
 QK0607  ___________________________________________________________________
 QK0607  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 QK0607  GEOID HEIGHT-         -36.38  (meters)                     GEOID03
 QK0607
 QK0607  HORZ ORDER  -  THIRD
 QK0607
 QK0607.The horizontal coordinates were established by classical geodetic methods
 QK0607.and adjusted by the National Geodetic Survey in February 1997..
 QK0607
 QK0607
 QK0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0607
 QK0607.The geoid height was determined by GEOID03.
 QK0607
 QK0607;                    North         East     Units Scale Factor Converg.
 QK0607;SPC MI C     -   231,736.944 6,021,547.989   MT  0.99994469   +0 11 39.9
 QK0607;SPC MI C     -   760,291.81 19,755,734.87   iFT  0.99994469   +0 11 39.9
 QK0607;UTM  16      - 5,031,700.212   727,630.671   MT  1.00023713   +2 04 18.9
 QK0607
 QK0607                          SUPERSEDED SURVEY CONTROL
 QK0607
 QK0607  NAD 83(1986)-  45 24 06.39201(N)    084 05 29.15444(W) AD(       ) 4
 QK0607  NAD 27      -  45 24 06.34700(N)    084 05 29.10800(W) AD(       ) 3
 QK0607
 QK0607.Superseded values are not recommended for survey control.
 QK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0607.See file dsdata.txt to determine how the superseded data were derived.
 QK0607
 QK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2763131700(NAD 83)
 QK0607
 QK0607  HISTORY     - Date     Condition        Report By
 QK0607  HISTORY     - 1956     MONUMENTED       CGS
 QK0607  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QK0607
 QK0607                          STATION DESCRIPTION
 QK0607
 QK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0607'THE STATION IS THE CENTER OF THE TOP OF THE TOWER LOCATED
 QK0607'0.55 MILE SOUTH OF
 QK0607'THE GRAVEL CROSSROADS IN THE VILLAGE OF OCQUEOC.  IT IS A FOUR-LEGGED
 QK0607'STEEL STRUCTURE WITH AN ENCLOSED
 QK0607'OBSERVATION PLATFORM ON THE TOP AND IS 130 FEET HIGH.
 QK0607
 QK0607                          STATION RECOVERY (2001)
 QK0607
 QK0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0607'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0653 ***********************************************************************
 QK0653  DESIGNATION -  KING RESET
 QK0653  PID         -  QK0653
 QK0653  STATE/COUNTY-  MI/OTSEGO
 QK0653  USGS QUAD   -  SPARR (1986)
 QK0653
 QK0653                         *CURRENT SURVEY CONTROL
 QK0653  ___________________________________________________________________
 QK0653* NAD 83(1994)-  45 00 03.78850(N)    084 33 00.24957(W)     ADJUSTED  
 QK0653* NAVD 88     -       411.     (meters)    1348.     (feet)  SCALED    
 QK0653  ___________________________________________________________________
 QK0653  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 QK0653  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 QK0653
 QK0653  HORZ ORDER  -  SECOND
 QK0653
 QK0653.The horizontal coordinates were established by classical geodetic methods
 QK0653.and adjusted by the National Geodetic Survey in February 1997..
 QK0653
 QK0653.The orthometric height was scaled from a topographic map.
 QK0653
 QK0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0653
 QK0653.The geoid height was determined by GEOID03.
 QK0653
 QK0653;                    North         East     Units Scale Factor Converg.
 QK0653;SPC MI C     -   187,185.143 5,985,540.813   MT  0.99991321   -0 07 46.4
 QK0653;SPC MI C     -   614,124.48 19,637,601.09   iFT  0.99991321   -0 07 46.4
 QK0653;UTM  16      - 4,985,987.311   693,088.558   MT  1.00005846   +1 43 58.5
 QK0653
 QK0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0653!SPC MI C     -   0.99994108  x   0.99991321  =   0.99985429
 QK0653!UTM  16      -   0.99994108  x   1.00005846  =   0.99999954
 QK0653
 QK0653|---------------------------------------------------------------------|
 QK0653| PID    Reference Object                     Distance      Geod. Az  |
 QK0653|                                                           dddmmss.s |
 QK0653| CH1301 KING RM 1                            15.700 METERS 00256     |
 QK0653| CH1302 KING RM 3                            23.402 METERS 03417     |
 QK0653| CH1300 KING AZ MK                                         0863055.0 |
 QK0653| QK0654 TT 30 RC USGS 1956                   24.179 METERS 09002     |
 QK0653| PL0479 OAK GROVE STANDARD PROD TANK        APPROX.10.5 KM 2525001.9 |
 QK0653| QK0657 GAYLORD RADIO KQA 292 MAST          APPROX.10.4 KM 2812239.3 |
 QK0653| QK0656 GAYLORD MUNICIPAL TANK              APPROX.10.0 KM 2824657.6 |
 QK0653| QK0660 GAYLORD CO COURTHOUSE CUPOLA        APPROX.10.4 KM 2860654.7 |
 QK0653| QK0659 GAYLORD ST MARYS CHURCH SPIRE       APPROX.10.5 KM 2871615.7 |
 QK0653| QK0661 GAYLORD RADIO WATC MAST             APPROX. 9.2 KM 2872709.4 |
 QK0653| QK0658 GAYLORD                             APPROX.10.8 KM 2954132.3 |
 QK0653| QK0655 GAYLORD N MICH SANITARIUM TK        APPROX.10.5 KM 2980506.7 |
 QK0653| CH1303 KING RM 4                            36.838 METERS 30257     |
 QK0653|---------------------------------------------------------------------|
 QK0653
 QK0653                          SUPERSEDED SURVEY CONTROL
 QK0653
 QK0653  NAD 83(1986)-  45 00 03.78143(N)    084 33 00.25526(W) AD(       ) 2
 QK0653  NAD 27      -  45 00 03.72525(N)    084 33 00.16065(W) AD(       ) 2
 QK0653
 QK0653.Superseded values are not recommended for survey control.
 QK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0653.See file dsdata.txt to determine how the superseded data were derived.
 QK0653
 QK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9308985987(NAD 83)
 QK0653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0653
 QK0653  HISTORY     - Date     Condition        Report By
 QK0653  HISTORY     - 1956     MONUMENTED       CGS
 QK0653  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0653  HISTORY     - 19960811 MARK NOT FOUND   USPSQD
 QK0653
 QK0653                          STATION DESCRIPTION
 QK0653
 QK0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0653'THE STATION IS ABOUT 5 MILES WEST OF JOHANNESBURG, 6 MILES SOUTHEAST
 QK0653'OF GAYLORD, 0.05 MILE WEST OF
 QK0653'STATE HIGHWAY 32, ON THE SOUTH SIDE OF A GRADED DIRT ROAD, ON THE
 QK0653'ROAD RIGHT-OF-WAY.  IT IS IN AN
 QK0653'EAST-WEST FENCE LINE, 31 FEET SOUTH OF THE CENTERLINE
 QK0653'OF THE GRADED DIRT ROAD AND 12 FEET EAST OF A
 QK0653'WHITE WITNESS POST.  THE MARK PROJECTS 4
 QK0653'INCHES AND THE DISK IS STAMPED KING 1956.
 QK0653'
 QK0653'TO REACH THE STATION FROM THE PAVED CROSSROAD IN JOHANNESBURG, GO
 QK0653'WEST ON STATE HIGHWAY 32 FOR
 QK0653'5.3 MILES TO A SMALL WHITE CHURCH ON THE LEFT AND A CROSSROAD.  TURN
 QK0653'LEFT AND GO WEST ON A GRADED DIRT
 QK0653'ROAD FOR 0.05 MILE TO THE STATION ON THE LEFT.
 QK0653'
 QK0653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRADED
 QK0653'DIRT ROAD FOR 0.05 MILE TO
 QK0653'HIGHWAY 32.  CROSS THE HIGHWAY AND CONTINUE EAST ON A GRAVEL ROAD FOR
 QK0653'0.05 MILE TO THE MARK ON THE LEFT.
 QK0653'
 QK0653'REFERENCE MARK 1 IS SET IN AN EAST-WEST FENCE LINE AND IS 20 FEET
 QK0653'NORTH OF THE CENTERLINE OF THE ROAD.
 QK0653'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED KING NO 1 1956.
 QK0653'
 QK0653'TT 30 RC (USGS) WAS USED AS A FERERENCE MARK.  IT IS A STANDARD U.S.
 QK0653'GEOLOGICAL SURVEY BENCH MARK
 QK0653'DISK SET IN THE TOP OF A 6 INCH CONCRETE POST THAT PROJECTS 6 INCHES
 QK0653'ABOVE THE GROUND AND THE DISK IS
 QK0653'STAMPED 1347 (FEET ELEVATION) 30 RC 1953 TT.
 QK0653'
 QK0653'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18
 QK0653'FEET NORTHWEST OF A 16 INCH
 QK0653'MAPLE TREE, 3 FEET SOUTHWEST OF A WHITE WITNESS POST AND 2 FEET SOUTH
 QK0653'OF A WIRE FENCE.  THE MARK
 QK0653'PROJECTS 10 INCHES AND THE DISK IS STAMPED KING 1956.
 QK0653'
 QK0653'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0653
 QK0653                          STATION RECOVERY (1967)
 QK0653
 QK0653'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 QK0653'THE UNDERGROUND STATION MARK, AND AZIMUTH MARK WERE FOUND IN GOOD
 QK0653'CONDITION.  THE
 QK0653'SURFACE STATION MARK WAS FOUND LEANING AND MOST OF THE
 QK0653'DIRT GRADED AWAY FROM IT.
 QK0653'REFERENCE MARK 1 WAS FOUND TILTED TO THE
 QK0653'NORTH AND THE TOP 2 FEET EXPOSED.  TT 30 RC
 QK0653'(USGS) 1953 WAS FOUND UPROOTED
 QK0653'IN THE DITCH.  THE UNDERGROUND MARK WAS LOWERED ABOUT 3 FEET
 QK0653'AND A NEW
 QK0653'SURFACE MARK SET ALONG WITH 2 NEW REFERENCE MARKS.  A NEW DESCRIPTION
 QK0653'FOLLOWS.
 QK0653'
 QK0653'ABOUT 5 MILES WEST OF JOHANNESBURG, 6 MILES NORTHEAST OF GAYLORD
 QK0653'AND ON ROAD
 QK0653'RIGHT-OF-WAY.  IT IS 32 FEET SOUTH OF THE CENTERLINE OF A
 QK0653'GRAVELED ROAD AND 1.3 FEET
 QK0653'SOUTHWEST OF A METAL WITNESS POST.  THE MONUMENT
 QK0653'IS 38 INCHES BELOW THE LEVEL OF THE BANK TO
 QK0653'THE SOUTH AND 7
 QK0653'INCHES BELOW THE GROUND SURFACE TO THE NORTH.  THE DISK ARE
 QK0653'STAMPED KING
 QK0653'1956 1967.  (NOTE 1C 7A)
 QK0653'
 QK0653'TO REACH THE STATION FROM THE PAVED CROSSROAD AND STATE HIGHWAY 32
 QK0653'IN JOHANNESBURG,
 QK0653'GO WESTERLY ON HIGHWAY 32 FOR 5.3 MILES TO A GRAVELED
 QK0653'CROSSROAD AND AN ABANDONED CHURCH
 QK0653'IN THE SOUTHEAST ANGLE.  TURN LEFT
 QK0653'AND GO WEST ON THE GRAVELED ROAD FOR 0.05 MILE TO
 QK0653'THE STATION ON THE
 QK0653'RIGHT.
 QK0653'
 QK0653'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST, CROSSING THE
 QK0653'HIGHWAY FOR 0.1
 QK0653'MILE TO THE AZIMUTH MARK ON THE LEFT.
 QK0653'
 QK0653'REFERENCE MARK 3 IS 32 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 QK0653'10 FEET WEST OF
 QK0653'THE CENTERLINE OF A FIELD ENTRANCE ROAD AND 1 FOOT SOUTH
 QK0653'OF A WIRE FENCE.  THE MONUMENT
 QK0653'PROJECTS 3 INCHES AND THE DISK IS STAMPED
 QK0653'KING NO 3 1956 1967.
 QK0653'
 QK0653'REFERENCE MARK 4 IS 31 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 QK0653'AND 1 FOOT SOUTH
 QK0653'OF THE FENCE.  THE MONUMENT PROJECTS 3 INCHES AND THE
 QK0653'DISK IS STAMPED KING NO 4 1967
 QK0653'1956.
 QK0653'
 QK0653'THE AZIMUTH MARK IS 34 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18
 QK0653'FEET NORTHWEST OF
 QK0653'A 20 INCH MAPLE TREE, 13 FEET NORTH OF A METAL WITNESS
 QK0653'POST AND 3 FEET SOUTHWEST OF A
 QK0653'WOODEN WITNESS POST.  THE MONUMENT PROJECTS 7 INCHES AND THE DISK IS
 QK0653'STAMPED KING 1956.
 QK0653'
 QK0653'NOTE- THE DISK WERE REMOVED FROM REFERENCE MARK 1 AND TT 30 RC (USGS)
 QK0653'1953.
 QK0653'
 QK0653'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES WEST OF
 QK0653'JOHANNESBURG
 QK0653'
 QK0653'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QK0653
 QK0653                          STATION RECOVERY (1996)
 QK0653
 QK0653'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0584 ***********************************************************************
 QM0584  DESIGNATION -  KINGSFORD CHEMICAL CO STACK
 QM0584  PID         -  QM0584
 QM0584  STATE/COUNTY-  MI/DICKINSON
 QM0584  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0584
 QM0584                         *CURRENT SURVEY CONTROL
 QM0584  ___________________________________________________________________
 QM0584* NAD 83(1994)-  45 48 05.24677(N)    088 05 06.24591(W)     ADJUSTED  
 QM0584* NAVD 88     -                                                        
 QM0584  ___________________________________________________________________
 QM0584  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 QM0584  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 QM0584
 QM0584  HORZ ORDER  -  THIRD
 QM0584
 QM0584.The horizontal coordinates were established by classical geodetic methods
 QM0584.and adjusted by the National Geodetic Survey in February 1997..
 QM0584
 QM0584
 QM0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0584
 QM0584.The geoid height was determined by GEOID03.
 QM0584
 QM0584;                    North         East     Units Scale Factor Converg.
 QM0584;SPC MI N     -   113,736.333 7,915,654.746   MT  0.99993827   -0 47 03.4
 QM0584;SPC MI N     -   373,150.70 25,969,995.89   iFT  0.99993827   -0 47 03.4
 QM0584;SPC WI N     -    72,347.322   748,847.055   MT  0.99996567   +1 22 53.0
 QM0584;SPC WI N     -   237,359.51  2,456,842.38   sFT  0.99996567   +1 22 53.0
 QM0584;UTM  16      - 5,072,560.880   415,680.779   MT  0.99968741   -0 46 40.7
 QM0584
 QM0584                          SUPERSEDED SURVEY CONTROL
 QM0584
 QM0584  NAD 83(1994)-  45 48 05.24514(N)    088 05 06.24474(W) AD(       ) 4
 QM0584  NAD 83(1986)-  45 48 05.24645(N)    088 05 06.24358(W) AD(       ) 4
 QM0584  NAD 27      -  45 48 05.41000(N)    088 05 05.79000(W) AD(       ) 3
 QM0584
 QM0584.Superseded values are not recommended for survey control.
 QM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0584.See file dsdata.txt to determine how the superseded data were derived.
 QM0584
 QM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1568172561(NAD 83)
 QM0584_MARKER: 63 = STACK
 QM0584
 QM0584  HISTORY     - Date     Condition        Report By
 QM0584  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0584  HISTORY     - 20010331 GOOD             NGS
 QM0584  HISTORY     - 20011008 GOOD             USPSQD
 QM0584
 QM0584                          STATION DESCRIPTION
 QM0584
 QM0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0584'STATION IS LOCATED AT THE KINGSFORD CHEMICAL COMPANY, IN THE WEST
 QM0584'PART OF KINGSFORD.  IT IS ABOUT 100 FEET HIGH, PAINTED SILVER,
 QM0584'AND IS THE WEST ONE OF THE TWO EAST STACKS.  THE POINT INTERSECTED
 QM0584'WAS THE TOP OF STACK.
 QM0584'
 QM0584'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 141, 2 AND
 QM0584'STATE HIGHWAY NO. 95 IN IRON MOUNTAIN, GO WEST ON STATE
 QM0584'HIGHWAY NO. 95 FOR 0.1 MILE, TURN LEFT AND FOLLOW STATE
 QM0584'HIGHWAY NO. 95 SOUTH FOR 0.9 MILE TO WOODWARD STREET.  TURN
 QM0584'RIGHT ON WOODWARD STREET AND GO 0.65 MILE TO NORTH STREET.
 QM0584'TURN LEFT AND FOLLOW NORTH STREET SOUTH FOR 0.4 MILE TO
 QM0584'KINGSFORD CHEMICAL COMPANY AND STATION ON LEFT.
 QM0584
 QM0584                          STATION RECOVERY (2001)
 QM0584
 QM0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0584'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0584
 QM0584                          STATION RECOVERY (2001)
 QM0584
 QM0584'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0584'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0590 ***********************************************************************
 QM0590  DESIGNATION -  KINGSFORD HEIGHTS WATER TANK
 QM0590  PID         -  QM0590
 QM0590  STATE/COUNTY-  MI/DICKINSON
 QM0590  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0590
 QM0590                         *CURRENT SURVEY CONTROL
 QM0590  ___________________________________________________________________
 QM0590* NAD 83(1994)-  45 48 26.34968(N)    088 04 58.90742(W)     ADJUSTED  
 QM0590* NAVD 88     -                                                        
 QM0590  ___________________________________________________________________
 QM0590  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 QM0590  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 QM0590
 QM0590  HORZ ORDER  -  THIRD
 QM0590
 QM0590.The horizontal coordinates were established by classical geodetic methods
 QM0590.and adjusted by the National Geodetic Survey in February 1997..
 QM0590
 QM0590
 QM0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 QM0590
 QM0590.The geoid height was determined by GEOID03.
 QM0590
 QM0590;                    North         East     Units Scale Factor Converg.
 QM0590;SPC MI N     -   114,385.603 7,915,822.093   MT  0.99993742   -0 46 58.1
 QM0590;SPC MI N     -   375,280.85 25,970,544.92   iFT  0.99993742   -0 46 58.1
 QM0590;SPC WI N     -    73,002.470   748,989.751   MT  0.99996503   +1 22 58.2
 QM0590;SPC WI N     -   239,508.94  2,457,310.54   sFT  0.99996503   +1 22 58.2
 QM0590;UTM  16      - 5,073,210.005   415,848.013   MT  0.99968706   -0 46 35.7
 QM0590
 QM0590                          SUPERSEDED SURVEY CONTROL
 QM0590
 QM0590  NAD 83(1994)-  45 48 26.34811(N)    088 04 58.90607(W) AD(       ) 4
 QM0590  NAD 83(1986)-  45 48 26.34938(N)    088 04 58.90487(W) AD(       ) 4
 QM0590  NAD 27      -  45 48 26.51000(N)    088 04 58.45000(W) AD(       ) 3
 QM0590
 QM0590.Superseded values are not recommended for survey control.
 QM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0590.See file dsdata.txt to determine how the superseded data were derived.
 QM0590
 QM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR1584873210(NAD 83)
 QM0590_MARKER: 53 = ELEVATED TANK
 QM0590
 QM0590  HISTORY     - Date     Condition        Report By
 QM0590  HISTORY     - 1954     FIRST OBSERVED   CGS
 QM0590  HISTORY     - 20010331 MARK NOT FOUND   NGS
 QM0590  HISTORY     - 20011008 MARK NOT FOUND   USPSQD
 QM0590
 QM0590                          STATION DESCRIPTION
 QM0590
 QM0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QM0590'STATION IS LOCATED IN THE WEST SECTION OF KINGSFORD, KNOWN
 QM0590'AS KINGSFORD HEIGHTS.  IT IS OF STEEL CONSTRUCTION ABOUT 120
 QM0590'FEET HIGH, HAS 6 LEGS MOUNTED ON CONCRETE FOUNDATION, PAINTED
 QM0590'SILVER AND HAS BLACK LEGS.
 QM0590'
 QM0590'THE POINT INTERSECTED WAS THE BALL FINIAL.
 QM0590'
 QM0590'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 141, 2 AND
 QM0590'STATE HIGHWAY NO. 95 IN IRON MOUNTAIN, GO WEST ON STATE HIGHWAY
 QM0590'NO. 95 FOR 0.1 MILE.  TURN LEFT AND FOLLOW STATE HIGHWAY NO.
 QM0590'95 SOUTH FOR 0.9 MILE TO WOODWARD STREET.  TURN RIGHT AND GO
 QM0590'WEST ON WOODWARD STREET FOR 0.65 MILE TO NORTH STREET.  CONTINUE
 QM0590'WEST FOR 0.05 MILE TO STATION ON LEFT (SOUTH) SIDE OF STREET.
 QM0590
 QM0590                          STATION RECOVERY (2001)
 QM0590
 QM0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0590'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0590
 QM0590                          STATION RECOVERY (2001)
 QM0590
 QM0590'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0590'THIS WATER TANK WAS RAZED ABOUT 1970 ACCORDING TO KINGSFORD CITY
 QM0590'CLERK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0535 ***********************************************************************
 PL0535  DESIGNATION -  KINGSLEY
 PL0535  PID         -  PL0535
 PL0535  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0535  USGS QUAD   -  BOON (1987)
 PL0535
 PL0535                         *CURRENT SURVEY CONTROL
 PL0535  ___________________________________________________________________
 PL0535* NAD 83(1994)-  44 34 29.00291(N)    085 34 50.52703(W)     ADJUSTED  
 PL0535* NAVD 88     -       357.     (meters)    1171.     (feet)  SCALED    
 PL0535  ___________________________________________________________________
 PL0535  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 PL0535  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 PL0535
 PL0535  HORZ ORDER  -  FIRST
 PL0535
 PL0535.The horizontal coordinates were established by classical geodetic methods
 PL0535.and adjusted by the National Geodetic Survey in February 1997..
 PL0535
 PL0535.The orthometric height was scaled from a topographic map.
 PL0535
 PL0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0535
 PL0535.The geoid height was determined by GEOID03.
 PL0535
 PL0535;                    North         East     Units Scale Factor Converg.
 PL0535;SPC MI C     -   140,517.287 5,903,581.739   MT  0.99993329   -0 51 27.4
 PL0535;SPC MI C     -   461,014.72 19,368,706.49   iFT  0.99993329   -0 51 27.4
 PL0535;UTM  16      - 4,936,688.950   612,686.985   MT  0.99975616   +0 59 46.4
 PL0535
 PL0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0535!SPC MI C     -   0.99994939  x   0.99993329  =   0.99988269
 PL0535!UTM  16      -   0.99994939  x   0.99975616  =   0.99970557
 PL0535
 PL0535|---------------------------------------------------------------------|
 PL0535| PID    Reference Object                     Distance      Geod. Az  |
 PL0535|                                                           dddmmss.s |
 PL0535| CH1304 KINGSLEY RM 1                        25.750 METERS 22059     |
 PL0535| PL0534 KINGSLEY LOOKOUT TOWER 1932          41.800 METERS 25607     |
 PL0535| CH1305 KINGSLEY RM 2                        19.530 METERS 32355     |
 PL0535| PL0528 WHITING                             APPROX.23.5 KM 3355058.2 |
 PL0535|---------------------------------------------------------------------|
 PL0535
 PL0535                          SUPERSEDED SURVEY CONTROL
 PL0535
 PL0535  NAD 83(1986)-  44 34 29.00571(N)    085 34 50.52718(W) AD(       ) 1
 PL0535  NAD 27      -  44 34 28.99973(N)    085 34 50.28949(W) AD(       ) 1
 PL0535
 PL0535.Superseded values are not recommended for survey control.
 PL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0535.See file dsdata.txt to determine how the superseded data were derived.
 PL0535
 PL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1268736689(NAD 83)
 PL0535_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0535
 PL0535  HISTORY     - Date     Condition        Report By
 PL0535  HISTORY     - 1931     MONUMENTED       CGS
 PL0535  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PL0535  HISTORY     - 1980     GOOD             MIDH
 PL0535  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 PL0535
 PL0535                          STATION DESCRIPTION
 PL0535
 PL0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0535'ABOUT 12 MILES SOUTH OF TRAVERSE CITY AND 2 MILES SOUTH OF WEST FROM
 PL0535'KINGSLEY, ON HIGH WOODED HILL ON WHICH IS
 PL0535'LOCATED THE KINGSLEY FIRE LOOK-OUT TOWER, 139 FEET EAST-NORTHEAST OF
 PL0535'CENTER OF TOWER, IN SMALL OPENING
 PL0535'IN WOODS IN GROWTH OF FERNS, ON LAND OWNED AND
 PL0535'OCCUPIED BY SEELY CRONKHITE.  TO REACH FROM TRAVERSE
 PL0535'CITY, FOLLOW U.S. ROUTE
 PL0535'31 SOUTH ABOUT 8 MILES TO MACADAM ROAD LEADING STRAIGHT SOUTH WHERE
 PL0535'ROUTE 31 TURNS WEST.
 PL0535'FOLLOW MACADAM ROAD LEADING TO CADILLAC SOUTH TO CORNER, DISTANT
 PL0535'13.3 MILES FROM TRAVERSE CITY.
 PL0535'TURN EAST ON MACADAM ROAD AND FOLLOW 3.5 MILES
 PL0535'TO GRAVEL CROSSROADS.  TURN SOUTH ON GRAVEL ROAD
 PL0535'0.7 MILE TO CRONKHITES BARN ON
 PL0535'LEFT.  TURN EAST ON DIRT ROAD TO LOOK-OUT TOWER 0.15 MILE.  WAGON
 PL0535'TRACKS LEAD AROUND TOWER
 PL0535'TO STATION.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 PL0535'STATION MARKS IN CONCRETE,
 PL0535'NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD
 PL0535'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1
 PL0535'IS IN WOODS, AND 25.75 METERS (84.5
 PL0535'FEET) FROM STATION IN AZIMUTH 40 DEG. 59 MIN.  NO. 2 IS IN
 PL0535'WOODS, AND 19.53 METERS (64.1 FEET)
 PL0535'FROM STATION IN AZIMUTH 143 DEG. 55 MIN.  AZIMUTH FROM STATION TO
 PL0535'KINGSLEY, FIRE LOOKOUT TOWER IS 76
 PL0535'DEG. 06 MIN. 47 SEC.
 PL0535
 PL0535                          STATION RECOVERY (1957)
 PL0535
 PL0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 PL0535'STATION AND REFERENCE MARKS WERE RECOVERED
 PL0535'IN GOOD CONDITION
 PL0535'AS DESCRIBED, EXCEPT FOR THE FOLLOWING-
 PL0535'
 PL0535'STATION IS LOCATED 137 FT. E-NE OF THE CENTER OF A FIRE
 PL0535'LOOKOUT TOWER,
 PL0535'33.8 FT. NW OF A TRIANGULARLY-BLAZED 14-IN. MAPLE
 PL0535'TREE, AND 24.2 FT. SE OF
 PL0535'TRIANGULARLY-BLAZED 18-IN. MAPLE TREE.
 PL0535'MARK IS A STANDARD DISK STAMPED KINGSLEY
 PL0535'1931, SET IN THE TOP
 PL0535'OF A 24-IN. SQUARE CONCRETE POST AND FLUSH WITH THE GROUND.
 PL0535'
 PL0535'REFERENCE MARK 1 IS 69.5 FT. E-SE OF THE SE LEG OF THE TOWER
 PL0535'AND PROJECTS ABOUT
 PL0535'6 IN.
 PL0535'
 PL0535'REFERENCE MARK 2 IS 15.6 FT. SW OF A TRIANGULARLY-BLAZED
 PL0535'12-IN. MAPLE TREE
 PL0535'AND PROJECTS ABOUT 6 IN.
 PL0535
 PL0535                          STATION RECOVERY (1980)
 PL0535
 PL0535'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PL0535'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE REFERENCE MARK
 PL0535'1 MONUMENT WAS INTACT BUT THE SURVEY DISK HAS BEEN REMOVED.  RM 2 HAS
 PL0535'BEEN DESTROYED.  THE 1931 TO REACH DESCRIPTION IS GOOD.
 PL0535'
 PL0535'PROPERTY OWNED BY ROBERT CRONKHITE, 7755 HENCY ROAD, KINGSLEY,
 PL0535'MICHIGAN, 49649.
 PL0535
 PL0535                          STATION RECOVERY (1999)
 PL0535
 PL0535'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0534 ***********************************************************************
 PL0534  DESIGNATION -  KINGSLEY LOOKOUT TOWER 1932
 PL0534  PID         -  PL0534
 PL0534  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0534  USGS QUAD   -  BOON (1987)
 PL0534
 PL0534                         *CURRENT SURVEY CONTROL
 PL0534  ___________________________________________________________________
 PL0534* NAD 83(1994)-  44 34 28.67788(N)    085 34 52.36620(W)     ADJUSTED  
 PL0534* NAVD 88     -                                                        
 PL0534  ___________________________________________________________________
 PL0534  LAPLACE CORR-           5.62  (seconds)                    DEFLEC99
 PL0534  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 PL0534
 PL0534  HORZ ORDER  -  THIRD
 PL0534
 PL0534.The horizontal coordinates were established by classical geodetic methods
 PL0534.and adjusted by the National Geodetic Survey in February 1997..
 PL0534
 PL0534
 PL0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0534
 PL0534.The geoid height was determined by GEOID03.
 PL0534
 PL0534;                    North         East     Units Scale Factor Converg.
 PL0534;SPC MI C     -   140,507.864 5,903,541.018   MT  0.99993330   -0 51 28.7
 PL0534;SPC MI C     -   460,983.81 19,368,572.89   iFT  0.99993330   -0 51 28.7
 PL0534;UTM  16      - 4,936,678.216   612,646.597   MT  0.99975605   +0 59 45.1
 PL0534
 PL0534                          SUPERSEDED SURVEY CONTROL
 PL0534
 PL0534  NAD 83(1986)-  44 34 28.68077(N)    085 34 52.36637(W) AD(       ) 4
 PL0534  NAD 27      -  44 34 28.66367(N)    085 34 52.19115(W) AD(       ) 3
 PL0534
 PL0534.Superseded values are not recommended for survey control.
 PL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0534.See file dsdata.txt to determine how the superseded data were derived.
 PL0534
 PL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ1264736678(NAD 83)
 PL0534
 PL0534  HISTORY     - Date     Condition        Report By
 PL0534  HISTORY     - 1932     MONUMENTED       CGS
 PL0534  HISTORY     - 1957     SEE DESCRIPTION  CGS
 PL0534  HISTORY     - 19991111 MARK NOT FOUND   USPSQD
 PL0534
 PL0534                          STATION DESCRIPTION
 PL0534
 PL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (LFV)
 PL0534'STATION WAS RECOVERED IN GOOD CONDITION.  A MICHIGAN STATE FIRE
 PL0534'LOOKOUT TOWER LOCATED ABOUT 12 MI.
 PL0534'S OF TRAVERSE CITY, AND ABOUT 2 MI. W-SW OF KINGSLEY.
 PL0534'TOWER IS ABOUT 125 FT. HIGH AND
 PL0534'CONSTRUCTED OF STEEL.
 PL0534
 PL0534                          STATION RECOVERY (1999)
 PL0534
 PL0534'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0609 ***********************************************************************
 RK0609  DESIGNATION -  KINGSTON
 RK0609  PID         -  RK0609
 RK0609  STATE/COUNTY-  MI/ALGER
 RK0609  USGS QUAD   -  AU SABLE POINT SW (1980)
 RK0609
 RK0609                         *CURRENT SURVEY CONTROL
 RK0609  ___________________________________________________________________
 RK0609* NAD 83(1994)-  46 32 31.25412(N)    086 13 17.86194(W)     ADJUSTED  
 RK0609* NAVD 88     -       285.70   (+/-2cm)     937.3    (feet)  VERTCON   
 RK0609  ___________________________________________________________________
 RK0609  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 RK0609  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 RK0609
 RK0609  HORZ ORDER  -  THIRD
 RK0609  VERT ORDER  -  THIRD ? (See Below)
 RK0609
 RK0609.The horizontal coordinates were established by classical geodetic methods
 RK0609.and adjusted by the National Geodetic Survey in February 1997..
 RK0609
 RK0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 RK0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RK0609.The vertical order pertains to the NGVD 29 superseded value.
 RK0609
 RK0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0609
 RK0609.The geoid height was determined by GEOID03.
 RK0609
 RK0609;                    North         East     Units Scale Factor Converg.
 RK0609;SPC MI N     -   195,761.321 8,059,697.626   MT  0.99991285   +0 33 45.4
 RK0609;SPC MI N     -   642,261.55 26,442,577.51   iFT  0.99991285   +0 33 45.4
 RK0609;UTM  16      - 5,154,566.213   559,679.811   MT  0.99964378   +0 33 54.1
 RK0609
 RK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0609!SPC MI N     -   0.99996078  x   0.99991285  =   0.99987364
 RK0609!UTM  16      -   0.99996078  x   0.99964378  =   0.99960458
 RK0609
 RK0609:                Primary Azimuth Mark                     Grid Az
 RK0609:SPC MI N     -  KINGSTON AZ MK                           029 54 05.0
 RK0609:UTM  16      -  KINGSTON AZ MK                           029 53 56.3
 RK0609
 RK0609|---------------------------------------------------------------------|
 RK0609| PID    Reference Object                     Distance      Geod. Az  |
 RK0609|                                                           dddmmss.s |
 RK0609| CH1306 KINGSTON AZ MK                                     0302750.4 |
 RK0609| RK0008 B 195                                32.318 METERS 19003     |
 RK0609| CH1307 KINGSTON RM 1                        20.053 METERS 30946     |
 RK0609|---------------------------------------------------------------------|
 RK0609
 RK0609                          SUPERSEDED SURVEY CONTROL
 RK0609
 RK0609  NAD 83(1986)-  46 32 31.24864(N)    086 13 17.85914(W) AD(       ) 3
 RK0609  NAD 27      -  46 32 31.36610(N)    086 13 17.26983(W) AD(       ) 3
 RK0609  NGVD 29 (07/19/86)  285.66   (m)          937.2    (f) LEVELING    3  
 RK0609
 RK0609.Superseded values are not recommended for survey control.
 RK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0609.See file dsdata.txt to determine how the superseded data were derived.
 RK0609
 RK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES5968054566(NAD 83)
 RK0609_MARKER: DH = HORIZONTAL CONTROL DISK
 RK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0609_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RK0609_STAMPING: KINGSTON 1965
 RK0609_MARK LOGO: CGS   
 RK0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0609+STABILITY: SURFACE MOTION
 RK0609
 RK0609  HISTORY     - Date     Condition        Report By
 RK0609  HISTORY     - 1965     MONUMENTED       CGS
 RK0609  HISTORY     - 19940424 GOOD             LOCENG
 RK0609
 RK0609                          STATION DESCRIPTION
 RK0609
 RK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RK0609'STATION IS 11 MILES NORTHEAST OF MELSTRAND, 14-1/2 MILES SOUTHWEST OF
 RK0609'GRAND MARAIS, 20 MILES NORTHWEST OF SENEY, 2.5 MILES SOUTH OF
 RK0609'KINGSTON LAKE, IN THE AREA KNOWN LOCALLY AS THE KINGSTON PLAINS, IN
 RK0609'SECTION 19, T48N, R15W, AND ON STATE FOREST LAND.
 RK0609'
 RK0609'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 28 AND 77 IN
 RK0609'SENEY (0.1 MILE WEST OF THE SCHOOLHOUSE IN SENEY), GO NORTH ON STATE
 RK0609'ROUTE 77 FOR 15.35 MILES TO A GRAVEL SIDE ROAD LEFT (ADAMS TRAIL).
 RK0609'TURN LEFT, GO SOUTHWESTERLY ON GRAVEL ROAD FOR 12.0 MILES TO A
 RK0609'GRAVEL ROAD ON THE RIGHT WITH THE SIGN KINGSTON LAKE 4 AND OTHER
 RK0609'SIGNS.  TURN RIGHT, GO NORTH FOR 1.0 MILE TO STATION ON LEFT
 RK0609'SIDE OF ROAD, JUST PAST A TRACK ROAD ON THE LEFT.
 RK0609'
 RK0609'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON THE
 RK0609'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 RK0609'
 RK0609'STATION MARKS ARE STANDARD DISKS STAMPED KINGSTON 1965.  THE SURFACE
 RK0609'DISK IS SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 RK0609'IT IS 1.6 FEET SOUTHWEST OF A WITNESS POST, 75 FEET NORTHWEST OF
 RK0609'THE CENTERLINE OF THE GRAVEL ROAD, AND 142 FEET NORTH OF THE
 RK0609'INTERSECTION OF A TRACK ROAD WEST AND THE GRAVEL ROAD.  THE
 RK0609'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 44
 RK0609'INCHES BELOW THE SURFACE OF THE GROUND.
 RK0609'
 RK0609'BENCH MARK B 195 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 RK0609'MARK STAMPED B 195 1964 SET IN A ROUND CONCRETE MONUMENT WHICH
 RK0609'PROJECTS 2 INCHES.  IT IS 1.8 FEET SOUTHWEST OF A WITNESS POST, 48
 RK0609'FEET NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, 51 FEET
 RK0609'NORTHWEST OF THE INTERSECTION OF THE GRAVEL ROAD AND A TRACK ROAD
 RK0609'WEST, AND 19 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK ROAD.
 RK0609'
 RK0609'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KINGSTON NO 1 1965, IS
 RK0609'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 45
 RK0609'FEET EAST OF THE CENTERLINE OF THE TRACK ROAD, AND 66 FEET
 RK0609'NORTHWEST OF THE WITNESS POST NEAR THE STATION MARK.
 RK0609'
 RK0609'THE AZIMUTH MARK, A STANDARD DISK STAMPED KINGSTON 1965, IS SET
 RK0609'IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 1.5
 RK0609'FEET SOUTHWEST OF A WITNESS POST, 40 FEET SOUTHEAST OF THE
 RK0609'CENTERLINE OF THE ROAD, AND 117 FEET NORTH OF AN 8-INCH TWIN-TRUNK
 RK0609'PINE.
 RK0609'
 RK0609'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 RK0609
 RK0609                          STATION RECOVERY (1994)
 RK0609
 RK0609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0609'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1096 ***********************************************************************
 RJ1096  DESIGNATION -  KINROSS
 RJ1096  PID         -  RJ1096
 RJ1096  STATE/COUNTY-  MI/CHIPPEWA
 RJ1096  USGS QUAD   -  KINROSS (1975)
 RJ1096
 RJ1096                         *CURRENT SURVEY CONTROL
 RJ1096  ___________________________________________________________________
 RJ1096* NAD 83(1994)-  46 17 19.60706(N)    084 31 39.00337(W)     ADJUSTED  
 RJ1096* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 RJ1096  ___________________________________________________________________
 RJ1096  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 RJ1096  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 RJ1096
 RJ1096  HORZ ORDER  -  SECOND
 RJ1096
 RJ1096.The horizontal coordinates were established by classical geodetic methods
 RJ1096.and adjusted by the National Geodetic Survey in February 1997..
 RJ1096
 RJ1096.The orthometric height was scaled from a topographic map.
 RJ1096
 RJ1096.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1096
 RJ1096.The geoid height was determined by GEOID03.
 RJ1096
 RJ1096;                    North         East     Units Scale Factor Converg.
 RJ1096;SPC MI N     -   170,292.217 8,190,479.698   MT  0.99990284   +1 47 13.6
 RJ1096;SPC MI N     -   558,701.50 26,871,652.55   iFT  0.99990284   +1 47 13.6
 RJ1096;UTM  16      - 5,129,104.937   690,450.303   MT  1.00004589   +1 47 15.8
 RJ1096
 RJ1096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1096!SPC MI N     -   0.99996727  x   0.99990284  =   0.99987011
 RJ1096!UTM  16      -   0.99996727  x   1.00004589  =   1.00001316
 RJ1096
 RJ1096|---------------------------------------------------------------------|
 RJ1096| PID    Reference Object                     Distance      Geod. Az  |
 RJ1096|                                                           dddmmss.s |
 RJ1096| CH1309 KINROSS RM 1                         28.379 METERS 09605     |
 RJ1096| RJ1053 KINCHELOE AFB NORTH WATER TANK      APPROX. 6.4 KM 1042902.5 |
 RJ1096| RJ1097 KINROSS LOOKOUT TOWER               APPROX. 1.3 KM 1305402.1 |
 RJ1096| RJ0990 KINCHELOE AFB CONTROL TOWER         APPROX. 7.1 KM 1320239.2 |
 RJ1096| RJ1103 DAGGETT                             APPROX.21.2 KM 1810257.3 |
 RJ1096| CH1308 KINROSS AZ MK                                      1833929.9 |
 RJ1096| CH1310 KINROSS RM 2                         26.039 METERS 18654     |
 RJ1096| RJ1101 RUDYARD BELL TEL CO MICROWAVE       APPROX. 6.6 KM 2160212.3 |
 RJ1096|---------------------------------------------------------------------|
 RJ1096
 RJ1096                          SUPERSEDED SURVEY CONTROL
 RJ1096
 RJ1096  NAD 83(1986)-  46 17 19.60020(N)    084 31 39.00089(W) AD(       ) 2
 RJ1096  NAD 27      -  46 17 19.52694(N)    084 31 38.83353(W) AD(       ) 2
 RJ1096
 RJ1096.Superseded values are not recommended for survey control.
 RJ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1096.See file dsdata.txt to determine how the superseded data were derived.
 RJ1096
 RJ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9045029105(NAD 83)
 RJ1096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1096_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1096
 RJ1096  HISTORY     - Date     Condition        Report By
 RJ1096  HISTORY     - 1965     MONUMENTED       CGS
 RJ1096  HISTORY     - 1978     GOOD             NGS
 RJ1096
 RJ1096                          STATION DESCRIPTION
 RJ1096
 RJ1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1096'STATION IS ABOUT 1 MILE NORTHWEST OF KINROSS, 3/4 MILE NORTHWEST
 RJ1096'OF THE KINROSS
 RJ1096'LOOKOUT TOWER, 5 MILES NORTHEAST OF RUDYARD AND ON THE
 RJ1096'PROPERTY OF THE HASSETTS ESTATE.
 RJ1096'
 RJ1096'TO REACH FROM THE POST OFFICE AND A PAVED CROSSROAD IN KINROSS, GO
 RJ1096'NORTH ACROSS A
 RJ1096'RAILROAD TRACK ON A PAVED ROAD FOR 0.4 MILE TO THE
 RJ1096'KINROSS LOOKOUT TOWER ON THE
 RJ1096'RIGHT AND A ROAD FORK.  TAKE THE LEFT FORK
 RJ1096'AND GO WEST ON A PAVED ROAD FOR 0.1 MILE TO A
 RJ1096'SIDE ROAD RIGHT.  TURN
 RJ1096'RIGHT AND GO NORTHWEST ON A NARROW GRAVELED ROAD FOR 0.15 MILE
 RJ1096'TO A LOCKED
 RJ1096'CABLE ACROSS THE ROAD.  CONTINUE NORTH ON THE GRAVELED ROAD FOR
 RJ1096'0.45 MILE TO A SMALL
 RJ1096'GRAVEL PIT ON THE RIGHT AND A FIELD ON THE LEFT.
 RJ1096'TURN LEFT AND GO WEST ACROSS THE FIELD
 RJ1096'AND ALONG THE SOUTH EDGE OF A
 RJ1096'WOODS FOR 0.1 MILE TO A CLUSTER OF 4 TWELVE INCH ASH
 RJ1096'TREES WITH A
 RJ1096'TRIANGULAR BLAZE ON THE SOUTH SIDE OF THE MOST SOUTHERLY ONE OF THE 4
 RJ1096'AND THE STATION ON
 RJ1096'A SMALL KNOLL JUST NORTH OF THE 4 ASH TREES.
 RJ1096'
 RJ1096'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS THE
 RJ1096'OPEN FIELD FOR
 RJ1096'0.15 MILE TO THE MARK IN AN OLD CONCRETE HOUSE
 RJ1096'FOUNDATION AT THE NORTHWEST EDGE
 RJ1096'OF A SMALL APPLE ORCHARD.
 RJ1096'
 RJ1096'STATION MARKS ARE STANDARD DISKS STAMPED KINROSS 1965.  THE SURFACE
 RJ1096'DISK IS SET IN A
 RJ1096'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 RJ1096'20 FEET WEST OF A 10 INCH MAPLE
 RJ1096'TREE WITH A TRIANGULAR BLAZE ON THE
 RJ1096'WEST SIDE, 25 FEET SOUTHEAST OF A 15 INCH MAPLE
 RJ1096'TREE AND 5 FEET SOUTHEAST
 RJ1096'OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN
 RJ1096'IRREGULAR MASS
 RJ1096'OF CONCRETE 44 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1096'
 RJ1096'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED KINROSS NO 1 1965,
 RJ1096'IS SET IN A ROUND
 RJ1096'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 12
 RJ1096'FEET SOUTHWEST OF A 12 INCH MAPLE
 RJ1096'TREE AND 95 FEET EAST OF THE METAL
 RJ1096'WITNESS POST.
 RJ1096'
 RJ1096'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED KINROSS NO 2 1965,
 RJ1096'IS SET IN A ROUND
 RJ1096'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 21
 RJ1096'FEET NORTH OF THE 12 INCH TRIANGULAR
 RJ1096'BLAZED ASH TREE, 24 FEET NORTHWEST
 RJ1096'OF A 6 INCH MAPLE TREE AND 91 FEET SOUTH OF THE METAL
 RJ1096'WITNESS POST.
 RJ1096'
 RJ1096'AZIMUTH MARK A STANDARD DISK STAMPED KINROSS 1965, IS CEMENTED IN
 RJ1096'A DRILL HOLE IN A
 RJ1096'CONCRETE FOUNDATION OF AN OLD HOUSE WHICH IS ABOUT 18
 RJ1096'INCHES ABOVE THE SURFACE OF THE
 RJ1096'GROUND.  IT IS 2.5 FEET WEST OF A METAL
 RJ1096'WITNESS POST AND 3.5 FEET NORTHWEST OF THE EAST
 RJ1096'CORNER OF THE CONCRETE
 RJ1096'FOUNDATION.
 RJ1096
 RJ1096                          STATION RECOVERY (1978)
 RJ1096
 RJ1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WOM)
 RJ1096'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 RJ1096'A SEARCH WAS MADE FOR THE AZIMUTH MARK BUT WAS NOT RECOVERED, IN THE
 RJ1096'AREA WHERE THE AZIMUTH MARK WAS DESCRIBED HAS BEEN MADE INTO A
 RJ1096'GRAVEL PIT.
 RJ1096'
 RJ1096'STATION IS ABOUT 1 MILE NORTHEAST OF KINROSS, AND 5 MILES NORTHEAST
 RJ1096'OF RADYARD.
 RJ1096'
 RJ1096'TO REACH FROM THE POST OFFICE AND A SURFACED CROSSROAD IN KINROSS,
 RJ1096'GO NORTH ACROSS TWO RAILROAD TRACKS ON A SURFACED ROAD FOR 0.4 MILE
 RJ1096'TO A FORK.  KEEP LEFT FORK WEST FOR 0.1 MILE TO A SIDE ROAD RIGHT
 RJ1096'AND A CABLE.  TURN RIGHT AND GO NORTHWEST ON GRAVELED ROAD FOR 0.6
 RJ1096'MILE TO A FIELD ON THE RIGHT AND LEFT AND A DIM CROSS ROAD.  TURN
 RJ1096'LEFT ON TRACK ROAD AND GO TO THE HIGHEST PART HILL SHORT 0.1
 RJ1096'MILE FROM HERE BEAR RIGHT AND GO ALONG THE FIRST RIDGE FOR 0.05
 RJ1096'MILE TO THE EDGE OF WOODS AND STATION ABOUT 100 FEET INTO THE
 RJ1096'WOODS ON THE HIGHEST PART OF HILL.
 RJ1096'
 RJ1096'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NE OF
 RJ1096'KINROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1097 ***********************************************************************
 RJ1097  DESIGNATION -  KINROSS LOOKOUT TOWER
 RJ1097  PID         -  RJ1097
 RJ1097  STATE/COUNTY-  MI/CHIPPEWA
 RJ1097  USGS QUAD   -  KINROSS (1975)
 RJ1097
 RJ1097                         *CURRENT SURVEY CONTROL
 RJ1097  ___________________________________________________________________
 RJ1097* NAD 83(1994)-  46 16 51.75332(N)    084 30 52.63178(W)     ADJUSTED  
 RJ1097* NAVD 88     -                                                        
 RJ1097  ___________________________________________________________________
 RJ1097  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 RJ1097  GEOID HEIGHT-         -36.23  (meters)                     GEOID03
 RJ1097
 RJ1097  HORZ ORDER  -  THIRD
 RJ1097
 RJ1097.The horizontal coordinates were established by classical geodetic methods
 RJ1097.and adjusted by the National Geodetic Survey in February 1997..
 RJ1097
 RJ1097
 RJ1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1097
 RJ1097.The geoid height was determined by GEOID03.
 RJ1097
 RJ1097;                    North         East     Units Scale Factor Converg.
 RJ1097;SPC MI N     -   169,463.718 8,191,498.676   MT  0.99990284   +1 47 47.1
 RJ1097;SPC MI N     -   555,983.33 26,874,995.66   iFT  0.99990284   +1 47 47.1
 RJ1097;UTM  16      - 5,128,276.327   691,469.436   MT  1.00005067   +1 47 48.6
 RJ1097
 RJ1097                          SUPERSEDED SURVEY CONTROL
 RJ1097
 RJ1097  NAD 83(1986)-  46 16 51.74612(N)    084 30 52.62865(W) AD(       ) 4
 RJ1097  NAD 27      -  46 16 51.67397(N)    084 30 52.46738(W) AD(       ) 3
 RJ1097
 RJ1097.Superseded values are not recommended for survey control.
 RJ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1097.See file dsdata.txt to determine how the superseded data were derived.
 RJ1097
 RJ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS9146928276(NAD 83)
 RJ1097
 RJ1097  HISTORY     - Date     Condition        Report By
 RJ1097  HISTORY     - 1965     MONUMENTED       CGS
 RJ1097
 RJ1097                          STATION DESCRIPTION
 RJ1097
 RJ1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1097'STATION IS THE CENTER OF THE TOP OF THE TOWER.
 RJ1097'IT IS A 4 LEGGED
 RJ1097'STEEL STRUCTURE WITH AN ENCLOSED OBSERVING ROOM AT
 RJ1097'THE TOP.  THE TOWER IS OWNED BY THE
 RJ1097'STATE AND HAS AN OVERALL HEIGHT OF
 RJ1097'ABOUT 100 FEET.
 RJ1097'
 RJ1097'LOCATED ABOUT 1/2 MILE NORTH OF KINROSS.
 RJ1097'
 RJ1097'TO REACH FROM THE POST OFFICE IN KINROSS, GO NORTH CROSSING RAILROAD
 RJ1097'TRACKS FOR 0.45
 RJ1097'MILE TO THE TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0507 ***********************************************************************
 OL0507  DESIGNATION -  KINTNER
 OL0507  PID         -  OL0507
 OL0507  STATE/COUNTY-  MI/MASON
 OL0507  USGS QUAD   -  CUSTER (1987)
 OL0507
 OL0507                         *CURRENT SURVEY CONTROL
 OL0507  ___________________________________________________________________
 OL0507* NAD 83(1994)-  43 54 50.46437(N)    086 13 54.71121(W)     ADJUSTED  
 OL0507* NAVD 88     -       253.0    (meters)     830.     (feet)  GPS OBS   
 OL0507  ___________________________________________________________________
 OL0507  X           -     302,456.140 (meters)                     COMP
 OL0507  Y           -  -4,592,315.559 (meters)                     COMP
 OL0507  Z           -   4,401,365.694 (meters)                     COMP
 OL0507  LAPLACE CORR-           5.52  (seconds)                    DEFLEC99
 OL0507  ELLIP HEIGHT-         218.20  (meters)          (07/17/02) GPS OBS
 OL0507  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OL0507
 OL0507  HORZ ORDER  -  FIRST
 OL0507  ELLP ORDER  -  FOURTH    CLASS I
 OL0507
 OL0507.The horizontal coordinates were established by classical geodetic methods
 OL0507.and adjusted by the National Geodetic Survey in February 1997..
 OL0507
 OL0507.The orthometric height was determined by GPS observations and a
 OL0507.high-resolution geoid model.
 OL0507
 OL0507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0507
 OL0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0507
 OL0507.The ellipsoidal height was determined by GPS observations
 OL0507.and is referenced to NAD 83.
 OL0507
 OL0507.The geoid height was determined by GEOID03.
 OL0507
 OL0507;                    North         East     Units Scale Factor Converg.
 OL0507;SPC MI C     -    68,103.338 5,850,186.060   MT  1.00007259   -1 19 03.3
 OL0507;SPC MI C     -   223,436.15 19,193,523.82   iFT  1.00007259   -1 19 03.3
 OL0507;UTM  16      - 4,862,609.811   561,673.543   MT  0.99964678   +0 31 58.0
 OL0507
 OL0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0507!SPC MI C     -   0.99996579  x   1.00007259  =   1.00003837
 OL0507!UTM  16      -   0.99996579  x   0.99964678  =   0.99961258
 OL0507
 OL0507:                Primary Azimuth Mark                     Grid Az
 OL0507:SPC MI C     -  DUNBAR STATE FIRE LOT                    061 29 05.2
 OL0507:UTM  16      -  DUNBAR STATE FIRE LOT                    059 38 03.9
 OL0507
 OL0507|---------------------------------------------------------------------|
 OL0507| PID    Reference Object                     Distance      Geod. Az  |
 OL0507|                                                           dddmmss.s |
 OL0507| OL0505 DUNBAR STATE FIRE LOT               APPROX.13.1 KM 0601001.9 |
 OL0507| CH0349 KINTNER RM 1                         30.828 METERS 10250     |
 OL0507| OL0508 KINTNER 1932 AZ MK                  392.320 METERS 14259     |
 OL0507| CH0350 KINTNER RM 2                         60.274 METERS 24738     |
 OL0507| OL0532 LUDINGTON MORTON SALT CO STACK      APPROX.16.5 KM 2793111.3 |
 OL0507| OL0531 LUDINGTON P MARQUETTE CO MAST       APPROX.16.6 KM 2795450.5 |
 OL0507| OL0534 LUDINGTON EMANUEL LUTH CHURCH       APPROX.17.4 KM 2835948.0 |
 OL0507| OL0535 LUDINGTON HIGH SCHOOL BELFRY        APPROX.17.4 KM 2843053.3 |
 OL0507| OL0533 LUDINGTON MASON CO CTHSE CUP        APPROX.17.7 KM 2850159.0 |
 OL0507| OL0518 SCOTTVILLE WEST MUNICIPAL TANK      APPROX. 6.1 KM 3204017.9 |
 OL0507|---------------------------------------------------------------------|
 OL0507
 OL0507                          SUPERSEDED SURVEY CONTROL
 OL0507
 OL0507  ELLIP H (02/03/97)  218.25   (m)                       GP(       ) 4 1
 OL0507  NAD 83(1986)-  43 54 50.46647(N)    086 13 54.71438(W) AD(       ) 1
 OL0507  NAD 27      -  43 54 50.44092(N)    086 13 54.44000(W) AD(       ) 1
 OL0507  NGVD 29 (07/19/86)  253.00   (m)          830.1    (f) LEVELING    3  
 OL0507
 OL0507.Superseded values are not recommended for survey control.
 OL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0507.See file dsdata.txt to determine how the superseded data were derived.
 OL0507
 OL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6167462610(NAD 83)
 OL0507_MARKER: DS = TRIANGULATION STATION DISK
 OL0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0507_SP_SET: SQUARE CONCRETE MONUMENT
 OL0507_STAMPING: KINTNER 1932
 OL0507_MARK LOGO: CGS   
 OL0507_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OL0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0507+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0507
 OL0507  HISTORY     - Date     Condition        Report By
 OL0507  HISTORY     - 1932     MONUMENTED       CGS
 OL0507  HISTORY     - 1932     GOOD             CGS
 OL0507  HISTORY     - 1957     SEE DESCRIPTION  USGS
 OL0507  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0507  HISTORY     - 1977     GOOD             NGS
 OL0507  HISTORY     - 1980     GOOD             NGS
 OL0507  HISTORY     - 1980     GOOD             MIDH
 OL0507  HISTORY     - 19910401 GOOD             USFS
 OL0507  HISTORY     - 20010815 GOOD             NGS
 OL0507  HISTORY     - 20021009 GOOD             USPSQD
 OL0507  HISTORY     - 20051014 GOOD             USPSQD
 OL0507
 OL0507                          STATION DESCRIPTION
 OL0507
 OL0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OL0507'ABOUT 11 MILES SOUTH OF EAST
 OL0507'OF LUDINGTON,
 OL0507'3-1/2 MILES SOUTHEAST OF SCOTTVILLE, IN NW 1/4 SEC. 33, T. 18 N., R.
 OL0507'16 W.,
 OL0507'ON LAND OWNED AND OCCUPIED BY G.D. KINTNER, IN
 OL0507'CENTER OF SMALL GRASSY PASTURE
 OL0507'LANE WHICH GOES WEST FROM MR. KINTNERS HOUSE TO SMALL WOODS, 10
 OL0507'FEET SOUTH OF NORTH
 OL0507'BOUNDARY FENCE OF LANE, 9 FEET NORTH OF SOUTH FENCE, 44 FEET WEST OF
 OL0507'SMALL BLACK CHERRY TREE, 68
 OL0507'FEET SOUTH OF MOST SOUTHERLY OF FOUR WALNUT TREES IN FIELD TO
 OL0507'NORTH, ABOUT 175 FEET EAST OF EAST EDGE
 OL0507'OF WOODS, AND ABOUT 200 YARDS WEST OF
 OL0507'MR. KINTNERS HOUSE.  TO REACH FROM SCOTTVILLE, GO SOUTH
 OL0507'2.5 MILES FROM TRAFFIC
 OL0507'LIGHT TO GRAVEL ROAD LEADING EAST, PROCEED EAST 2.5 MILES, PROCEED
 OL0507'SOUTH 0.3 MILE TO LANE LEADING
 OL0507'WEST, FOLLOW LANE 400 YARDS PASSING MR. KINTNERS YELLOW HOUSE TO
 OL0507'STATION SITE.  SURFACE AND
 OL0507'UNDERGROUND MARKS ARE STANDARD STATION DISKS IN
 OL0507'CONCRETE, NOTES 1A AND 7A.  UPPER MARK FLUSH
 OL0507'WITH GROUND.  REFERENCE AND
 OL0507'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE
 OL0507'11A, PROJECTING 6 INCHES.
 OL0507'NO. 1 IS IN SOUTH BOUNDARY FENCE OF LANE, 58 FEET EAST OF BLACK
 OL0507'CHERRY TREE MENTIONED ABOVE,
 OL0507'AND 101.25 FEET FROM STATION IN AZIMUTH 282 DEG 49 MIN.  NO. 2
 OL0507'IS ON NORTH-SOUTH FENCE LINE, ABOUT 75
 OL0507'FEET NORTH OF SOUTHEAST CORNER OF WOODS, IN
 OL0507'BOTTOM OF SMALL DRAW WHICH RUNS THROUGH CULTIVATED FIELD
 OL0507'INTO WOODS, AND 198.93 FEET
 OL0507'FROM STATION IN AZIMUTH 67 DEG 38 MIN.  AZIMUTH MARK IS 15 FEET WEST
 OL0507'OF CENTER LINE OF NORTH-SOUTH
 OL0507'ROAD, 1 FOOT EAST OF WEST RIGHT-OF-WAY FENCE OF SAME ROAD, 15
 OL0507'FEET SOUTH OF 24-INCH BEECH TREE, 120
 OL0507'FEET NORTHWEST OF NORTHWEST CORNER OF SMALL
 OL0507'STONE (IMITATION) FARMHOUSE, AND 0.25 MILE FROM STATION
 OL0507'IN AZIMUTH 322 DEG 58 MIN 42 SEC.
 OL0507
 OL0507                          STATION RECOVERY (1932)
 OL0507
 OL0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932
 OL0507'RECOVERED IN GOOD CONDITION.
 OL0507
 OL0507                          STATION RECOVERY (1957)
 OL0507
 OL0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 OL0507'AND THE DISK IS STAMPED NELSON NO 2 1951.
 OL0507'THE CHERRY TREE IS
 OL0507'GONE, ONLY WALNUT STUMP REMAINS.
 OL0507'
 OL0507'ADD- 20.4 FT. SE OF THE SE LEG OF FIRE TOWER, 40.3 FT. SE
 OL0507'OF THE NE LEG OF
 OL0507'FIRE TOWER, AND 41.0 FT. SE OF THE SW LEG OF FIRE
 OL0507'TOWER.
 OL0507
 OL0507                          STATION RECOVERY (1965)
 OL0507
 OL0507'RECOVERY NOTE BY US LAKE SURVEY 1965
 OL0507'STATION RECOVERED.
 OL0507
 OL0507                          STATION RECOVERY (1977)
 OL0507
 OL0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OL0507'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 OL0507'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO ALL MARKS
 OL0507'COMPARED WITH THE 1932 DATA.  HOWEVER A LONGER SLOPE DISTANCE OF
 OL0507'0.082 METER TO REFERENCE MARK 1 AND A LONGER DISTANCE OF 0.046
 OL0507'METER TO REFERENCE MARK 2 WAS NOTED AND VERIFIED.  A COMPLETE NEW
 OL0507'DESCRIPTION FOLLOWS.
 OL0507'
 OL0507'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF LUDINGTON, 3.5
 OL0507'MILES SOUTHEAST OF SCOTTVILLE, 2.5 MILES SOUTH OF CUSTER AND ON
 OL0507'PROPERTY OF MRS. KINTNER, WHO LIVE AT THE STATION SITE.
 OL0507'
 OL0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND MAIN
 OL0507'STREET IN SCOTTVILLE GO SOUTH ON MAIN STREET FOR 2.5 MILES TO A SIDE
 OL0507'ROAD LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 2.5 MILES
 OL0507'TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON KINTNER ROAD FOR 0.35
 OL0507'MILE TO A DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST, PASSING
 OL0507'SOUTH OF MRS. KINTNER HOME FOR 0.15 MILE TO THE STATION ON THE
 OL0507'HIGHEST GROUND.
 OL0507'
 OL0507'THE STATION MARK IS A STANDARD DISK STAMPED KINTNER 1932, SET IN
 OL0507'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 OL0507'BELOW THE GROUND.  IT IS 22.5 FEET SOUTHEAST OF THE SOUTHEAST LEG
 OL0507'OF A OLD LOOKOUT TOWER THAT HAS BEEN DISMANTLED AND 10 FEET NORTH
 OL0507'OF A OLD FENCE LINE.
 OL0507'
 OL0507'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KINTNER NO 1 1932, SET
 OL0507'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 OL0507'THE GROUND.  IT IS 120 FEET EAST-SOUTHEAST OF THE LOOKOUT LEG AND
 OL0507'ABOUT 4 FEET LOWER THAN THE STATION.
 OL0507'
 OL0507'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KINTNER NO 2 1932, SET
 OL0507'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 OL0507'INCHES ABOVE THE GROUND.  IT IS 75 FEET NORTH OF A WOODS CORNER,
 OL0507'6 FEET SOUTH OF A MAPLE TREE AND IN THE BOTTOM OF A SMALL DRAW
 OL0507'WHICH RUNS THROUGH A CULTIVATED FIELD.  ABOUT 18 FEET LOWER THAN
 OL0507'THE STATION.
 OL0507'
 OL0507'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED KINTNER AZIMUTH
 OL0507'1932, SET IN THE TOP OF A 12-INCH CONCRETE MONUMENT THAT IS FLUSH
 OL0507'WITH THE GROUND.  IT IS 117 FEET NORTHWEST OF THE NORTHWEST CORNER
 OL0507'OF A HOUSE, 66.5 FEET EAST-SOUTHEAST OF A POWER POLE, 18 FEET WEST
 OL0507'OF THE CENTER OF KINTNER ROAD AND 16.5 FEET SOUTH OF A LARGE
 OL0507'BENCH TREE.
 OL0507'
 OL0507'TO REACH THE AZIMUTH MARK FROM KINTNER ROAD AND THE DRIVEWAY
 OL0507'CONTINUE SOUTH ON KINTNER ROAD FOR 0.15 MILE TO THE MARK ON THE
 OL0507'RIGHT.
 OL0507'
 OL0507'NO DISTANCE BETWEEN REFERENCE MARKS DUE TO SLOPE OF HILL.
 OL0507'
 OL0507'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTH
 OL0507'OF CUSTER.
 OL0507'
 OL0507'HEIGHT OF LIGHT ABOVE STATION MARK 50 FEET.
 OL0507
 OL0507                          STATION RECOVERY (1980)
 OL0507
 OL0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 OL0507'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 OL0507'RECOVERED, HOWEVER, THE AZIMUTH MARK HAS EVIDENTLY BEEN RESET
 OL0507'BY AN ANONYMOUS ORGANIZATION AS IT IS NOW DOME SHAPED.
 OL0507'THE DIRECTION AND ANGLE BETWEEN THE REFERENCE MARKS CHECKED.
 OL0507'THE DISTANCE TO THE REFERENCE MARKS CHECKED THE 1932 DATA.
 OL0507'DIRECTION TO THE AZIMUTH MARK DID NOT CHECK BY 14 SECONDS.
 OL0507'A COMPLETE DESCRIPTION FOLLOWS.
 OL0507'
 OL0507'THE STATION IS LOCATED ABOUT 17.7 KM (10.4 MI) SOUTHEAST
 OL0507'OF LUDINGTON, 5.6 KM (3.5 MI) SOUTHEAST OF SCOTTSVILLE,
 OL0507'4.0 KM (2.5 MI) IN CUSTER TOWNSHIP, NW1/4,S33,T18N,R16W.
 OL0507'AND ON PROPERTY OWNED BY MRS. G.D. KINTNER,
 OL0507'2251 SOUTH CUSTER, 49405. TELEPHONE 616-572-7509.
 OL0507'
 OL0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 OL0507'MAIN STREET IN SCOTTSVILLE, GO SOUTH ON MAIN STREET FOR 4.0 KM
 OL0507'(2.5 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON WILSON
 OL0507'ROAD FOR 4.0 KM (2.5 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OL0507'WEST ON KINTNER ROAD FOR 0.6 KM (0.3 MI) TO A DRIVEWAY ON THE
 OL0507'RIGHT.  TURN RIGHT AND GO WESTERLY, PASSING SOUTH OF A HOUSE,
 OL0507'FOR 0.2 KM (0.15 MI) TO THE STATION ON THE HIGHEST GROUND.
 OL0507'
 OL0507'THE STATION IS A STANDARD CGS DISK
 OL0507'STAMPED---KINTNER 1932---,
 OL0507'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OL0507'RECESSED 2 CM BELOW THE GROUND.  IT IS LOCATED
 OL0507'6.86 METERS (22.5 FT) SOUTHEAST FROM THE SOUTHEAST LEG OF AN OLD
 OL0507'LOOKOUT TOWER,
 OL0507'3.05 METERS (10.0 FT) NORTH FROM AN OLD FENCE LINE AND
 OL0507'1.83 METERS (6.0 FT) NORTHEAST FROM  A METAL WITNESS POST.
 OL0507'
 OL0507'REFERENCE MARK 01 IS A STANDARD CGS DISK
 OL0507'STAMPED---KINTNER NO 1 1932---,
 OL0507'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OL0507'PROJECTING 2 CM BELOW THE GROUND.  IT IS LOCATED
 OL0507'36.58 METERS (120 FT) EAST-SOUTHEAST FROM THE SOUTHEAST LEG OF AN
 OL0507'OLD LOOKOUT TOWER AND
 OL0507'30.48 METERS (100 FT) EAST-SOUTHEAST FROM THE STATION.
 OL0507'MARK IS BELOW STATION 0.5 METER.
 OL0507'
 OL0507'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 OL0507'STAMPED---KINTNER NO 2 1932---,
 OL0507'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 OL0507'PROJECTING 6 CM BELOW THE GROUND.  IT IS LOCATED
 OL0507'1.5 METERS (4.9 FT) SOUTH FROM A 30-INCH MAPLE TREE AND
 OL0507'0.85 METER (2.8 FT) NORTHEAST FROM A METAL WITNESS POST.
 OL0507'MARK IS BELOW STATION 6.6 METERS.
 OL0507'
 OL0507'AZIMUTH MARK NUMBER 01 IS A STANDARD CGS REFERENCE MARK DISK
 OL0507'STAMPED---KINTNER 1932 AZIMUTH---,
 OL0507'SET INTO THE TOP OF A DOME SHAPED CONCRETE MONUMENT
 OL0507'25 CM IN DIAMETER THAT PROJECTS 15 CM ABOVE THE GROUND.
 OL0507'IT IS LOCATED
 OL0507'30.97 METERS (101.6 FT) NORTHWEST FROM A 30 INCH
 OL0507'WEEPING WILLOW TREE,
 OL0507'20.4 METERS (66.9 FT) EAST-SOUTHEAST FROM A POWER LINE POLE AND
 OL0507'5.3 METERS (17.4 FT) WEST FROM THE CENTER OF A GRAVEL ROAD.
 OL0507'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EASTERLY FOR 0.2 KM
 OL0507'(0.15 MI) TO A GRAVEL ROAD.  TURN RIGHT AND GO SOUTH ON KINTNER
 OL0507'ROAD FOR 0.2 KM (0.15 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 OL0507'
 OL0507'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TERRAIN AND
 OL0507'TREES AND DIFFERENCE OF ELEVATION.
 OL0507'
 OL0507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 23.1 METERS.
 OL0507
 OL0507                          STATION RECOVERY (1980)
 OL0507
 OL0507'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 OL0507'THE STATION MARK, REFERENCE MARKS 1 AND 2, AZIMUTH MARK WERE
 OL0507'RECOVERED IN GOOD CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2,
 OL0507'AZIMUTH MARK, COMPARE FAVORABLY WITH 1932 DATA.
 OL0507'
 OL0507'TO REACH DESCRIPTION OF 1932 DATA IS GOOD AND 1980 DATA IS IN ERROR,
 OL0507'WHICH STATES  GO WEST ON KINTER ROAD  RATHER THAN SOUTH, AS IT SHOULD.
 OL0507'
 OL0507'PROPERTY OWNED BY MRS  G D  KINTNER, 2251 KINTNER ROAD, CUSTER,
 OL0507'MICHIGAN, 49405.  TELEPHONE 616 572 7509.
 OL0507
 OL0507                          STATION RECOVERY (1991)
 OL0507
 OL0507'RECOVERY NOTE BY US FOREST SERVICE 1991
 OL0507'FROM THE INTERSECTION OF CUSTER ROAD AND US-10 IN CUSTER PROCEED SOUTH
 OL0507'ON CUSTER ROAD 2.5 MI (4.0 KM) TO WILSON ROAD, TURN WEST AND GO 0.5 MI
 OL0507'(0.8 KM) TO KINTNER ROAD, TURN SOUTH AND GO 1820 FT (554.7 M) TO A
 OL0507'DRIVEWAY, TURN WEST INTO DRIVE AND GO 390 FT (118.9 M) TO A WHITE WOOD
 OL0507'FRAME FARM HOUSE, FROM THIS POINT THE STATION BEARS N81W 435 FT, ATOP
 OL0507'A SMALL KNOLL, 10 FT (3.0 M) NORTH OF AN EAST-WEST BERM, 1 FT (0.3 M)
 OL0507'EAST OF A FIBERGLASS POST, SURROUNDED BY STAGHORN SUMAC, 15 FT (4.6 M)
 OL0507'MORE OR LESS EAST OF TREE LINED FENCE GOING NORTH.  MAP POSITION IS
 OL0507'NEAR THE CENTER NORTH 1/16 CORNER OF SECTION 33 T18N R16W. REFERENCE
 OL0507'MARKS 1 AND 2 AND THE CONCRETE FOOTINGS OF THE FIRE TOWER WERE FOUND
 OL0507'IN GOOD CONDITION.  THE SURFACE MARK IS A CONCRETE MONUMENT WITH 3
 OL0507'1/2 INCH DISK AND SET FLUSH WITH THE GROUND.
 OL0507
 OL0507                          STATION RECOVERY (2001)
 OL0507
 OL0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0507
 OL0507                          STATION RECOVERY (2002)
 OL0507
 OL0507'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 OL0507'RECOVERED IN GOOD CONDITION.
 OL0507
 OL0507                          STATION RECOVERY (2005)
 OL0507
 OL0507'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0508 ***********************************************************************
 OL0508  DESIGNATION -  KINTNER 1932 AZ MK
 OL0508  PID         -  OL0508
 OL0508  STATE/COUNTY-  MI/MASON
 OL0508  USGS QUAD   -  CUSTER (1987)
 OL0508
 OL0508                         *CURRENT SURVEY CONTROL
 OL0508  ___________________________________________________________________
 OL0508* NAD 83(1994)-  43 54 40.31566(N)    086 13 44.12400(W)     ADJUSTED  
 OL0508* NAVD 88     -       244.     (meters)     801.     (feet)  VERTCON   
 OL0508  ___________________________________________________________________
 OL0508  LAPLACE CORR-           5.49  (seconds)                    DEFLEC99
 OL0508  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OL0508
 OL0508  HORZ ORDER  -  SECOND
 OL0508
 OL0508.The horizontal coordinates were established by classical geodetic methods
 OL0508.and adjusted by the National Geodetic Survey in February 1997..
 OL0508
 OL0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 OL0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OL0508
 OL0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0508
 OL0508.The geoid height was determined by GEOID03.
 OL0508
 OL0508;                    North         East     Units Scale Factor Converg.
 OL0508;SPC MI C     -    67,784.740 5,850,415.041   MT  1.00007346   -1 18 55.8
 OL0508;SPC MI C     -   222,390.88 19,194,275.07   iFT  1.00007346   -1 18 55.8
 OL0508;UTM  16      - 4,862,298.905   561,912.590   MT  0.99964714   +0 32 05.2
 OL0508
 OL0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0508!SPC MI C     -   0.99996722  x   1.00007346  =   1.00004068
 OL0508!UTM  16      -   0.99996722  x   0.99964714  =   0.99961437
 OL0508
 OL0508                          SUPERSEDED SURVEY CONTROL
 OL0508
 OL0508  NAD 83(1986)-  43 54 40.31981(N)    086 13 44.12940(W) AD(       ) 2
 OL0508  NAD 27      -  43 54 40.29456(N)    086 13 43.85472(W) AD(       ) 2
 OL0508  NGVD 29 (07/19/86)  244.     (m)          801.     (f) VERT ANG       
 OL0508
 OL0508.Superseded values are not recommended for survey control.
 OL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0508.See file dsdata.txt to determine how the superseded data were derived.
 OL0508
 OL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP6191362299(NAD 83)
 OL0508_MARKER: DR = REFERENCE MARK DISK
 OL0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0508+STABILITY: SURFACE MOTION
 OL0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0508+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2002
 OL0508
 OL0508  HISTORY     - Date     Condition        Report By
 OL0508  HISTORY     - 1980     MONUMENTED       NGS
 OL0508  HISTORY     - 19970807 GOOD             USPSQD
 OL0508  HISTORY     - 20021009 GOOD             USPSQD
 OL0508  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 OL0508
 OL0508                          STATION DESCRIPTION
 OL0508
 OL0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 OL0508'THE STATION IS LOCATED ABOUT 17.8 KM (11 MI) SOUTHEAST
 OL0508'OF LUDINGTON, 7 KM (4.3 MI) SOUTHEAST OF SCOTTSVILLE,
 OL0508'4.0 KM (2.5 MI) SOUTH OF CUSTER AND ON ROAD RIGHT-OF-WAY.
 OL0508'
 OL0508'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND
 OL0508'MAIN STREET IN SCOTTSVILLE, GO SOUTH ON MAIN STREET FOR 4.0 KM
 OL0508'(2.5 MI) TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON WILSON
 OL0508'ROAD FOR 4.0 KM (2.5 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 OL0508'SOUTH ON KINTNER ROAD FOR 0.8 KM (0.5 MI) TO THE STATION MARK ON
 OL0508'THE RIGHT.
 OL0508'
 OL0508'THE STATION IS A STANDARD CGS REFERENCE MARK DISK
 OL0508'STAMPED---KINTNER 1932 AZIMUTH---,
 OL0508'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 OL0508'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 OL0508'30.97 METERS (101.6 FT) NORTHWEST FROM A 30-INCH
 OL0508'WEEPING WILLOW TREE,
 OL0508'20.4 METERS (66.9 FT) EAST-SOUTHEAST FROM A POWERLINE POLE AND
 OL0508'5.3 METERS (17.4 FT) WEST FROM THE CENTER OF A GRAVEL ROAD.
 OL0508'
 OL0508'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.3 METERS.
 OL0508'
 OL0508'THE DISK HAS BEEN EVIDENTLY RESET BY ANOTHER ORGANIZATION AND IS
 OL0508'IN THE TOP OF A MOLDED DOME ATOP THE SQUARE MONUMENT.
 OL0508'
 OL0508'DESCRIBED BY G.E. NELSON.
 OL0508
 OL0508                          STATION RECOVERY (1997)
 OL0508
 OL0508'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0508'RECOVERED IN GOOD CONDITION.
 OL0508
 OL0508                          STATION RECOVERY (2002)
 OL0508
 OL0508'RECOVERY NOTE BY US POWER SQUADRON 2002 (DNM)
 OL0508'RECOVERED IN GOOD CONDITION.
 OL0508
 OL0508                          STATION RECOVERY (2005)
 OL0508
 OL0508'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0508'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0555 ***********************************************************************
 PM0555  DESIGNATION -  KIRBY
 PM0555  PID         -  PM0555
 PM0555  STATE/COUNTY-  MI/BENZIE
 PM0555  USGS QUAD   -  
 PM0555
 PM0555                         *CURRENT SURVEY CONTROL
 PM0555  ___________________________________________________________________
 PM0555* NAD 83(1994)-  44 38 50.34592(N)    086 12 34.87986(W)     ADJUSTED  
 PM0555* NAVD 88     -       296.     (meters)     971.     (feet)  SCALED    
 PM0555  ___________________________________________________________________
 PM0555  LAPLACE CORR-           5.95  (seconds)                    DEFLEC99
 PM0555  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 PM0555
 PM0555  HORZ ORDER  -  FIRST
 PM0555
 PM0555.The horizontal coordinates were established by classical geodetic methods
 PM0555.and adjusted by the National Geodetic Survey in February 1997..
 PM0555
 PM0555.The orthometric height was scaled from a topographic map.
 PM0555
 PM0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0555
 PM0555.The geoid height was determined by GEOID03.
 PM0555
 PM0555;                    North         East     Units Scale Factor Converg.
 PM0555;SPC MI C     -   149,523.107 5,853,818.227   MT  0.99992599   -1 18 06.9
 PM0555;SPC MI C     -   490,561.37 19,205,440.38   iFT  0.99992599   -1 18 06.9
 PM0555;UTM  16      - 4,944,076.896   562,669.572   MT  0.99964830   +0 33 19.4
 PM0555
 PM0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0555!SPC MI C     -   0.99995918  x   0.99992599  =   0.99988517
 PM0555!UTM  16      -   0.99995918  x   0.99964830  =   0.99960749
 PM0555
 PM0555|---------------------------------------------------------------------|
 PM0555| PID    Reference Object                     Distance      Geod. Az  |
 PM0555|                                                           dddmmss.s |
 PM0555| CH1312 KIRBY RM 1                                         06759     |
 PM0555| CH1311 KIRBY AZ MK                                        0870552.9 |
 PM0555| CH1313 KIRBY RM 2                                         12210     |
 PM0555|---------------------------------------------------------------------|
 PM0555
 PM0555                          SUPERSEDED SURVEY CONTROL
 PM0555
 PM0555  NAD 83(1986)-  44 38 50.35419(N)    086 12 34.87688(W) AD(       ) 1
 PM0555  NAD 27      -  44 38 50.35800(N)    086 12 34.53300(W) AD(       ) 1
 PM0555
 PM0555.Superseded values are not recommended for survey control.
 PM0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0555.See file dsdata.txt to determine how the superseded data were derived.
 PM0555
 PM0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6267044077(NAD 83)
 PM0555_MARKER: DS = TRIANGULATION STATION DISK
 PM0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0555_STAMPING: KIRBY 1932
 PM0555_MARK LOGO: CGS   
 PM0555_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0555+STABILITY: SURFACE MOTION
 PM0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0555+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1993
 PM0555
 PM0555  HISTORY     - Date     Condition        Report By
 PM0555  HISTORY     - 1932     MONUMENTED       CGS
 PM0555  HISTORY     - 1961     GOOD             MIDH
 PM0555  HISTORY     - 1965     GOOD             USLS
 PM0555  HISTORY     - 1980     GOOD             MIDH
 PM0555  HISTORY     - 19931116 GOOD             LOCENG
 PM0555  HISTORY     - 19960816 GOOD             USPSQD
 PM0555
 PM0555                          STATION DESCRIPTION
 PM0555
 PM0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0555'ABOUT 1-1/2 MILES NORTHEAST OF FRANKFORT, IN NE 1/4 SEC. 23, T. 26
 PM0555'N., R. 15 W., ON LAND OWNED AND OCCUPIED BY EARL KIRBY, AT EAST EDGE
 PM0555'OF WOODED AREA, ABOUT 85 YARDS SOUTH OF ROAD, 250 FEET WEST OF
 PM0555'KIRBYS HOUSE, 12 FEET EAST OF 6-INCH MAPLE TREE WITH TRIANGULAR
 PM0555'BLAZE AND 27 FEET EAST-SOUTHEAST OF DOUBLE WILD-CHERRY TREE.  TO
 PM0555'REACH FROM STANDARD OIL STATION AT FRANKFORT, GO NORTH 0.25
 PM0555'MILE ON ROUTE M-22 TO POINT WHERE PAVEMENT BEARS LEFT, TURN RIGHT
 PM0555'(NORTHEAST) ONTO GRAVEL ROAD ON EAST SIDE OF PARK, PROCEED 0.25
 PM0555'MILE, TURN EAST, CONTINUE 1.5 MILES TO GRAVEL CROSSROADS, PROCEED
 PM0555'NORTH 0.6 MILE ON GRAVEL ROAD TO SAND ROAD TO WEST, PROCEED WEST
 PM0555'0.45 MILE TO DRIVEWAY TO KIRBYS HOUSE, FOLLOW DRIVE SOUTH TO TOP OF
 PM0555'HILL, AND PROCEED WEST 85 YARDS ACROSS RAVINE TO STATION SITE.
 PM0555'SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD STATION DISKS
 PM0555'IN CONCRETE.  UPPER MARK IS 8 INCHES BELOW SURFACE.  REFERENCE
 PM0555'AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1
 PM0555'PROJECTS 3 INCHES, IS 50 YARDS NORTH OF KIRBYS HOUSE, 7.5 FEET EAST
 PM0555'OF CENTER LINE OF DRIVE TO KIRBYS HOUSE, 48 YARDS SOUTH OF CENTER
 PM0555'LINE OF ROAD, AND 236.95 FEET FROM STATION N 67 DEG 59 MIN E.
 PM0555'NO. 2 PROJECTS 4 INCHES, IS 38 FEET SOUTHWEST OF
 PM0555'SOUTHWEST CORNER OF KIRBYS HOUSE, 16 FEET WEST OF 18-INCH MAPLE TREE,
 PM0555'AND 234.86 FEET FROM STATION S 57 DEG 50 MIN E.  AZIMUTH
 PM0555'MARK PROJECTS 6 INCHES, IS ON RIGHT-OF-WAY OF COUNTY ROAD, 1 FOOT
 PM0555'EAST OF RIGHT-OF-WAY FENCE, 20 FEET WEST OF CENTER LINE OF GRAVEL
 PM0555'ROAD, 97 FEET SOUTH OF CENTER LINE OF DIRT ROAD, AND 0.45 MILE
 PM0555'FROM STATION N 87 DEG 06 MIN E.
 PM0555
 PM0555                          STATION RECOVERY (1961)
 PM0555
 PM0555'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1961
 PM0555'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 PM0555'CONDITION.
 PM0555'
 PM0555'ALL BUILDINGS AND DRIVEWAYS REFERRED TO IN ORIGINAL DESCRIPTION OF
 PM0555'STATION ARE GONE.  TO REACH STATION FROM INT. OF STATE TRUNKLINES
 PM0555'M-22 AND M-115 IN FRANKFORT GO EAST ALONG M-115 1 MILE, GO NORTHERLY
 PM0555'ALONG BLACKTOP ROAD 1 MILE, GO WEST ALONG SAND ROAD 0.5 MILE, TO
 PM0555'NORTH AND SOUTH FENCE LINE, SOUTH ALONG FENCE LINE FROM SAND ROAD
 PM0555'241 FEET.  STATION IS 39 FEET WEST OF FENCE (IN WOODED LOT AND
 PM0555'BURIED 1 FOOT BELOW SURFACE).  MARKER IS 94 FEET NORTH OF FENCE
 PM0555'TO WEST.  AZIMUTH MARK IS 24 FEET WEST OF CENTERLINE OF COUNTY
 PM0555'BLACKTOP ROAD, 92 FEET SOUTH OF CENTERLINE OF SAND ROAD TO WEST,
 PM0555'26 FEET EAST OF WEST R.O.W.  FENCE, MARKER IS IN WEST SHOULDER OF
 PM0555'COUNTY ROAD, BURIED 1 FOOT BELOW SURFACE.
 PM0555
 PM0555                          STATION RECOVERY (1965)
 PM0555
 PM0555'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0555'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 PM0555'CONDITION.
 PM0555'
 PM0555'THE STATION IS 38.7 FEET WEST OF FENCE LINE, 25.2 FEET EAST SOUTHEAST
 PM0555'OF 18 INCH TWIN WILD CHERRY TREE, 22.6 FEET NORTH NORTHEAST OF 6
 PM0555'INCH MAPLE TREE, 11.3 FEET EAST OF BLAZED 8 INCH MAPLE TREE, SURFACE
 PM0555'MARK BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH SQUARE
 PM0555'CONCRETE MONUMENT ABOUT ONE FOOT BELOW GROUND SURFACE,
 PM0555'SUB-SURFACE MARK BEING A STANDARD BRONZE DISK SET IN CONCRETE BLOCK 3
 PM0555'FEET BELOW THE GROUND.  TO REACH THE STATION FROM INTERSECTION OF
 PM0555'M-22 AND M-115 NEAR FRANKFORT, GO EAST ON M-115 1.0 MILE TO
 PM0555'BLACK TOP ROAD (LOBB RD.) TO NORTH, PROCEED 1.05 MILE NORTH TO SAND
 PM0555'ROAD (GRAVES RD.) TO WEST, GO 0.45 MILE WEST, WALK ABOUT 250 FEET
 PM0555'SOUTH UP SLOPE THROUGH WOODED AREA AND VICINITY OF STATION.  IN NE
 PM0555'1/4 SEC. 23, T. 26N., R 15W.
 PM0555'
 PM0555'REFERENCE MARK NO. 1 IS 237 FEET NE OF STATION, 151 FEET S OF
 PM0555'CENTERLINE GRAVES ROAD, BEING A STANDARD BRONZE DISK SET IN TOP 10
 PM0555'INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE GROUND SURFACE.  IN
 PM0555'OPEN FIELD.
 PM0555'
 PM0555'REFERENCE MARK NO. 2 IS 234.9 FEET ENE OF STATION, 367.5 FEET SOUTH
 PM0555'OF CENTERLINE GRAVES ROAD, 38 FEET NORTH OF 24 INCH WILD CHERRY TREE,
 PM0555'14.7 FEET WEST OF 24 INCH MAPLE TREE, BEING A STANDARD BRONZE
 PM0555'DISK SET IN TOP 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE THE
 PM0555'GROUND.
 PM0555'
 PM0555'REFERENCE MARK NO. 3 IS 225 FEET NNE OF STATION, 34 FEET SOUTH OF
 PM0555'CENTERLINE GRAVES ROAD, 29.5 FEET EAST OF A FENCE CORNER, ONE FOOT
 PM0555'NORTH OF EAST-WEST FENCE LINE, BEING A STANDARD BRONZE DISK SET IN
 PM0555'TOP 6 INCH DIAMETER CONCRETE MONUMENT ABOUT 3 INCHES ABOVE THE GROUND
 PM0555'SURFACE.
 PM0555'
 PM0555'THE AZIMUTH MARK PROJECTS 6 INCHES, ON RIGHT-OF-WAY OF COUNTY ROAD,
 PM0555'20 FEET WEST OF CENTERLINE OF GRAVEL ROAD, 90 FEET SOUTH OF
 PM0555'CENTERLINE OF DIRT ROAD, 26 FEET EAST OF N-S FENCE, AND 0.45 MILE
 PM0555'FROM STATION N 87 DEG 06 MIN E.
 PM0555
 PM0555                          STATION RECOVERY (1980)
 PM0555
 PM0555'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0555'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3, AND AZIMUTH MARK WERE
 PM0555'FOUND IN GOOD CONDITION.  THE TOP OF MONUMENT IS ONE FOOT BELOW
 PM0555'GROUND SURFACE.
 PM0555'
 PM0555'TO REACH DESCRIPTIONS OF 1932, 1961 AND 1965 ARE GOOD WITH THE
 PM0555'EXCEPTION OF R15W WHICH SHOULD READ R16W.
 PM0555'
 PM0555'PROPERTY OWNED BY DONALD C GRAVES, ET AL, 1315 SOUTH SHORE DRIVE,
 PM0555'FRANKFORT, MICHIGAN 49635.
 PM0555
 PM0555                          STATION RECOVERY (1993)
 PM0555
 PM0555'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993
 PM0555'TO REACH STATION MARK FROM INTERSECTION OF STATE HIGHWAYS M-22 AND
 PM0555'M-115 IN FRANKFORT, GO EAST ON M-115 FOR 1 MILE (1.6 KM) TO LOBB ROAD
 PM0555'(COUNTY ROAD 667).  TURN LEFT AND GO NORTH ON LOBB ROAD FOR 1 MILE
 PM0555'(1.6 KM) TO GRAVES ROAD (GRAVEL).  TURN LEFT AND GO WEST ON GRAVES
 PM0555'ROAD FOR 0.45 MILES, THENCE SOUTH ABOUT 250 FEET (76.2 M) TO STATION.
 PM0555'THE STATION MARK IS APPROXIMATELY 250 FEET (76.2 M) SOUTH OF THE NORTH
 PM0555'1/4 CORNER OF SECTION 23, T-26-N, R-16-W, CRYSTAL LAKE TOWNSHIP.
 PM0555'STATION IS A STANDARD BRONZE DISC SET IN THE TOP OF CONCRETE MONUMENT
 PM0555'1 FOOT (0.3 M) BELOW GRADE.  ADD A 1/2 X 18 INCH REBAR TO NORTH SIDE
 PM0555'OF MONUMENT. MARK IS 26.5 FEET (8.1 M) SOUTH 73 DEGREES EAST OF
 PM0555'FORMERLY DESCRIBED TWIN CHERRY (NOW CUT DOWN), 115 FEET (35.1 M) SOUTH
 PM0555'83 DEGREES EAST OF A 10-INCH MAPLE TREE (BLAZE ON NORTH SIDE), 22.3
 PM0555'FEET (6.8 M) SOUTH 50 DEGREES WEST FROM A 8-INCH MAPLE TREE (BLAZE ON
 PM0555'SOUTHWEST FACE), 38.7 FEET (11.8 M) WEST OF AN OLD FENCE LINE AT EDGE
 PM0555'OF HARDWOODS, AND 22.6 FEET (6.9 M) NORTH 39 DEGREES EAST OF A 6-INCH
 PM0555'MAPLE TREE. REFERENCE MARK NO. 1 FOUND STANDARD BRONZE DISC IN TO OF
 PM0555'10 INCH SQUARE CONCRETE MONUMENT ABOUT 2 INCHES ABOVE GROUND IN GOOD
 PM0555'CONDITION.  ADDED 1/2 X 18 INCH REBAR TO NORTH SIDE OF MONUMENT. MARK
 PM0555'IS IN THE SCOTCH PINE PLANTATION WITH A STEEL FENCE POST 3 FEET (0.9
 PM0555'M) SOUTH OF MARK.  AN OLD TRACK IS 35 FEET (10.7 M) EAST OF MARK.  TO
 PM0555'GET TO MARK FROM NORTH 1/4 CORNER OF SECTION 23, GO EAST 368.5 FEET
 PM0555'(112.3 M) ON GRAVES ROAD TO CENTERLINE OF OLD 2 TRACK, SOUTH ON 2
 PM0555'TRACK 166 FEET, WEST 35 FEET (10.7 M) TO MARK. REFERENCE MARK NO 2 -
 PM0555'COULD NOT FIND REFERENCE MARK AS POSITION APPERARS TO LOCATED UNDER A
 PM0555'LARGE BRUSH PILE. REFERENCE MARK NO 3 - FOUND STANDARD BRONZE DISC IN
 PM0555'TO OF A 6 INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND IN GOOD
 PM0555'CONDITION.  ADDED A 1/2 X 18 INCH REBAR TO THE NORTH SIDE OF THE
 PM0555'MONUMENT.  MARK IS 180.5 FEET (55.0 M) EAST AND 34 FEET (10.4 M) SOUTH
 PM0555'OF NORTH 1/4 CORNER OF SAID SECTION 23, T-26-N, R-16-W AND IS SOUTH OF
 PM0555'THE CENTERLINE OF GRAVES ROAD AND IN AN OLD EAST-WEST FENCE LINE.
 PM0555'AZIMUTH MARK - FOUND STANDARD BRONZE DISC IN CONCRETE MONUEMENT 1 FOOT
 PM0555'(0.3 M) BELOW GRADE OF BOTTOM OF DITCH IN GOOD CONDITION.  MARK IS
 PM0555'LOCATED 90 FEET (27.4 M) SOUTH AND 23.5 FEET (7.2 M) WEST OF CORNER
 PM0555'COMMON TO SECTIONS 13, 14, 23, AND 24, T-26-N, R-16-W, SAID CORNER
 PM0555'BEING IN THE INTERSECTION OF GRAVES ROAD AND LOBB ROAD.  MARK IS 3
 PM0555'FEET (0.9 M) BELOW CENTERLINE GRADE OF LOBB ROAD AND JUST EAST OF TREE
 PM0555'ROW.
 PM0555
 PM0555                          STATION RECOVERY (1996)
 PM0555
 PM0555'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0555'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0274 ***********************************************************************
 NE0274  DESIGNATION -  KLINGER USLS
 NE0274  PID         -  NE0274
 NE0274  STATE/COUNTY-  MI/ST CLAIR
 NE0274  USGS QUAD   -  MARINE CITY (1968)
 NE0274
 NE0274                         *CURRENT SURVEY CONTROL
 NE0274  ___________________________________________________________________
 NE0274* NAD 83(1986)-  42 40 56.     (N)    082 30 38.     (W)     SCALED    
 NE0274* NAVD 88     -       177.420  (meters)     582.09   (feet)  ADJUSTED  
 NE0274  ___________________________________________________________________
 NE0274  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0274  DYNAMIC HT  -         177.372 (meters)     581.93  (feet)  COMP
 NE0274  MODELED GRAV-     980,342.3   (mgal)                       NAVD 88
 NE0274
 NE0274  VERT ORDER  -  FIRST     CLASS 0
 NE0274
 NE0274.The horizontal coordinates were scaled from a topographic map and have
 NE0274.an estimated accuracy of +/- 6 seconds.
 NE0274
 NE0274.The orthometric height was determined by differential leveling
 NE0274.and adjusted by the National Geodetic Survey in June 1991..
 NE0274
 NE0274.The geoid height was determined by GEOID03.
 NE0274
 NE0274.The dynamic height is computed by dividing the NAVD 88
 NE0274.geopotential number by the normal gravity value computed on the
 NE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0274.degrees latitude (g = 980.6199 gals.).
 NE0274
 NE0274.The modeled gravity was interpolated from observed gravity values.
 NE0274
 NE0274;                    North         East    Units  Estimated Accuracy
 NE0274;SPC MI S     -   133,000.    4,152,100.      MT  (+/- 180 meters Scaled)
 NE0274
 NE0274                          SUPERSEDED SURVEY CONTROL
 NE0274
 NE0274  NGVD 29 (??/??/92)  177.545  (m)          582.50   (f) ADJ UNCH    1 0
 NE0274
 NE0274.Superseded values are not recommended for survey control.
 NE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0274.See file dsdata.txt to determine how the superseded data were derived.
 NE0274
 NE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH762266(NAD 83)
 NE0274_MARKER: Z = SEE DESCRIPTION
 NE0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0274_SP_SET: IRON TOD
 NE0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0274
 NE0274  HISTORY     - Date     Condition        Report By
 NE0274  HISTORY     - 1946     MONUMENTED       USLS
 NE0274  HISTORY     - 1970     GOOD             USLS
 NE0274  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0274  HISTORY     - 19990424 MARK NOT FOUND   USPSQD
 NE0274
 NE0274                          STATION DESCRIPTION
 NE0274
 NE0274'DESCRIBED BY US LAKE SURVEY 1970
 NE0274'3.3 MI W FROM MARINE CITY.
 NE0274'KLINGER IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 3.3 MILES WEST
 NE0274'AND SOUTH ALONG HIGHWAY 29 FROM INTERSECTION OF BROADWAY AND
 NE0274'MAIN STREETS IN MARINE CITY, 0.2 MILE SOUTH OF BROADBRIDGE ROAD,
 NE0274'OPPOSITE ENTRANCE TO H.J. KLINGERS LONE LANE FARM AT NO. 7368
 NE0274'RIVER ROAD (HIGHWAY 29), 78.0 FEET EAST OF SOUTHEAST CORNER OF A
 NE0274'4-FOOT HIGH BRICK ENTRANCE POST, 55.9 FEET NORTHEAST OF A
 NE0274'UTILITY POLE, 33 FEET EAST OF CENTERLINE OF HIGHWAY, 8 FEET
 NE0274'NORTH OF CENTERLINE OF GRAVEL DRIVE, 0.7 FEET WEST OF SOUTHWEST
 NE0274'CORNER AND IN LINE WITH EAST-WEST FENCE LINE, FLUSH WITH THE
 NE0274'GROUND SURFACE, BEING THE HIGHEST POINT ON TOP OF A 3/4-INCH
 NE0274'HEXAGONAL IRON ROD, 15 FEET LONG.  NOTE-- BM 1946
 NE0274
 NE0274                          STATION RECOVERY (1980)
 NE0274
 NE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0274'NOT RECOVERED A MOTEL IS NOW AT THIS LOCATION.
 NE0274
 NE0274                          STATION RECOVERY (1999)
 NE0274
 NE0274'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0646 ***********************************************************************
 QK0646  DESIGNATION -  KNIGHT
 QK0646  PID         -  QK0646
 QK0646  STATE/COUNTY-  MI/CHEBOYGAN
 QK0646  USGS QUAD   -  BURT LAKE (1986)
 QK0646
 QK0646                         *CURRENT SURVEY CONTROL
 QK0646  ___________________________________________________________________
 QK0646* NAD 83(1994)-  45 23 49.64499(N)    084 38 01.99167(W)     ADJUSTED  
 QK0646* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 QK0646  ___________________________________________________________________
 QK0646  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 QK0646  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0646
 QK0646  HORZ ORDER  -  SECOND
 QK0646
 QK0646.The horizontal coordinates were established by classical geodetic methods
 QK0646.and adjusted by the National Geodetic Survey in February 1997..
 QK0646
 QK0646.The orthometric height was scaled from a topographic map.
 QK0646
 QK0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0646
 QK0646.The geoid height was determined by GEOID03.
 QK0646
 QK0646;                    North         East     Units Scale Factor Converg.
 QK0646;SPC MI C     -   231,217.586 5,979,077.817   MT  0.99994404   -0 11 19.6
 QK0646;SPC MI C     -   758,587.88 19,616,397.04   iFT  0.99994404   -0 11 19.6
 QK0646;UTM  16      - 5,029,790.694   685,192.560   MT  1.00002169   +1 41 06.5
 QK0646
 QK0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0646!SPC MI C     -   0.99997324  x   0.99994404  =   0.99991728
 QK0646!UTM  16      -   0.99997324  x   1.00002169  =   0.99999493
 QK0646
 QK0646|---------------------------------------------------------------------|
 QK0646| PID    Reference Object                     Distance      Geod. Az  |
 QK0646|                                                           dddmmss.s |
 QK0646| QK0879 KNIGHT RM 1                          19.435 METERS 00909     |
 QK0646| QK0644 INDIAN RIVER CATH SHRINE CROSS      238.301 METERS 04125     |
 QK0646| QK0880 KNIGHT RM 2                          22.626 METERS 09121     |
 QK0646| QK0878 KNIGHT AZ MK                        306.869 METERS 09733     |
 QK0646|---------------------------------------------------------------------|
 QK0646
 QK0646                          SUPERSEDED SURVEY CONTROL
 QK0646
 QK0646  NAD 83(1986)-  45 23 49.63851(N)    084 38 01.99383(W) AD(       ) 2
 QK0646  NAD 27      -  45 23 49.59200(N)    084 38 01.86300(W) AD(       ) 2
 QK0646
 QK0646.Superseded values are not recommended for survey control.
 QK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0646.See file dsdata.txt to determine how the superseded data were derived.
 QK0646
 QK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8519329791(NAD 83)
 QK0646_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0646
 QK0646  HISTORY     - Date     Condition        Report By
 QK0646  HISTORY     - 1956     MONUMENTED       CGS
 QK0646
 QK0646                          STATION DESCRIPTION
 QK0646
 QK0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0646'THE STATION IS LOCATED ABOUT 1.5 MILES SOUTH-SOUTHWEST OF INDIAN
 QK0646'VILLAGE, ON THE NORTH SIDE OF
 QK0646'STATE HIGHWAY 68 AND ON LAND OWNED BY THE KNIGHTS OF PYTHIAS.  IT IS
 QK0646'44 FEET NORTH OF THE CENTERLINE OF
 QK0646'STATE HIGHWAY 68, 22.5 FEET WEST OF THE CENTER OF A
 QK0646'TRACK ROAD INTO THE RECREATION CENTER, 14 FEET
 QK0646'EAST OF A SIGN KNIGHTS OF PYTHIAS
 QK0646'RECREATION CENTER AND 4 FEET SOUTHWEST OF A WHITE WITNESS POST.
 QK0646'THE MARK PROJECTS ABOUT 8
 QK0646'INCHES AND THE DISK IS STAMPED KNIGHT 1956.
 QK0646'
 QK0646'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 QK0646'HIGHWAY 68 (WEST) ABOUT 1.0
 QK0646'MILE SOUTH OF INDIAN RIVER, GO WEST ON STATE HIGHWAY 68 FOR ABOUT
 QK0646'300 FEET TO THE AZIMUTH MARK ON THE
 QK0646'SOUTH SIDE OF HIGHWAY.  CONTINUE WEST ON HIGHWAY
 QK0646'FOR 0.2 MILE TO THE KNIGHTS OF PYTHIAS SIGN ON THE
 QK0646'NORTH SIDE OF THE HIGHWAY AND
 QK0646'STATION AS DESCRIBED.
 QK0646'
 QK0646'REFERENCE MARK 1 IS 60 FEET NORTH OF THE WHITE WITNESS POST AND 15
 QK0646'FEET EAST OF THE CENTER OF
 QK0646'THE TRACK ROAD INTO RECREATION CENTER.  THE MARK IS ABOUT 4 FEET
 QK0646'LOWER IN ELEVATION THAN THE STATION
 QK0646'MARK AND PROJECTS ABOUT 6 INCHES.  THE DISK IS STAMPED KNIGHT
 QK0646'NO 1 1956.
 QK0646'
 QK0646'REFERENCE MARK 2 IS 72 FEET EAST OF THE WHITE WITNESS POST AND 46
 QK0646'FEET NORTH OF THE CENTERLINE
 QK0646'OF STATE HIGHWAY 68.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK
 QK0646'IS STAMPED KNIGHT NO 2 1956.
 QK0646'
 QK0646'THE AZIMUTH MARK IS 77 FEET NORTH OF THE NORTHEAST CORNER OF MR. JACK
 QK0646'DECKMANNS HOUSE, 40 FEET
 QK0646'EAST OF THE ONAWAY, CHEBOYGAN, GAYLORD SIGN BOARD AND 37 FEET SOUTH
 QK0646'OF THE CENTERLINE OF STATE HIGHWAY
 QK0646'68.  THE MARK IS FLUSH AND THE DISK IS STAMPED KNIGHT
 QK0646'1956.
 QK0646'
 QK0646'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0877 ***********************************************************************
 QK0877  DESIGNATION -  KNIGHT RESET
 QK0877  PID         -  QK0877
 QK0877  STATE/COUNTY-  MI/CHEBOYGAN
 QK0877  USGS QUAD   -  BURT LAKE (1986)
 QK0877
 QK0877                         *CURRENT SURVEY CONTROL
 QK0877  ___________________________________________________________________
 QK0877* NAD 83(1994)-  45 23 49.64499(N)    084 38 01.99166(W)     ADJUSTED  
 QK0877* NAVD 88     -       206.5    (meters)     677.     (feet)  VERTCON   
 QK0877  ___________________________________________________________________
 QK0877  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 QK0877  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 QK0877
 QK0877  HORZ ORDER  -  SECOND
 QK0877
 QK0877.The horizontal coordinates were established by classical geodetic methods
 QK0877.and adjusted by the National Geodetic Survey in February 1997..
 QK0877
 QK0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0877
 QK0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0877
 QK0877.The geoid height was determined by GEOID03.
 QK0877
 QK0877;                    North         East     Units Scale Factor Converg.
 QK0877;SPC MI C     -   231,217.586 5,979,077.817   MT  0.99994404   -0 11 19.6
 QK0877;SPC MI C     -   758,587.88 19,616,397.04   iFT  0.99994404   -0 11 19.6
 QK0877;UTM  16      - 5,029,790.694   685,192.560   MT  1.00002169   +1 41 06.5
 QK0877
 QK0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0877!SPC MI C     -   0.99997316  x   0.99994404  =   0.99991720
 QK0877!UTM  16      -   0.99997316  x   1.00002169  =   0.99999485
 QK0877
 QK0877|---------------------------------------------------------------------|
 QK0877| PID    Reference Object                     Distance      Geod. Az  |
 QK0877|                                                           dddmmss.s |
 QK0877| QK0879 KNIGHT RM 1                                        00909     |
 QK0877| QK0880 KNIGHT RM 2                                        09121     |
 QK0877| QK0878 KNIGHT AZ MK                        306.869 METERS 09733     |
 QK0877| QK0876 14 DM                               APPROX. 0.8 KM 2710251.2 |
 QK0877|---------------------------------------------------------------------|
 QK0877
 QK0877                          SUPERSEDED SURVEY CONTROL
 QK0877
 QK0877  NAD 83(1986)-  45 23 49.63851(N)    084 38 01.99383(W) AD(       ) 2
 QK0877  NGVD 29 (09/03/91)  206.5    (m)          677.     (f) VERT ANG       
 QK0877
 QK0877.Superseded values are not recommended for survey control.
 QK0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0877.See file dsdata.txt to determine how the superseded data were derived.
 QK0877
 QK0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8519329791(NAD 83)
 QK0877_MARKER: DS = TRIANGULATION STATION DISK
 QK0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0877_SP_SET: CONCRETE POST
 QK0877_STAMPING: KNIGHT 1956 1988
 QK0877_MARK LOGO: NGS   
 QK0877_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0877+STABILITY: POSITION/ELEVATION WELL
 QK0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0877+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988
 QK0877
 QK0877  HISTORY     - Date     Condition        Report By
 QK0877  HISTORY     - UNK      MONUMENTED
 QK0877  HISTORY     - 19880823 SEE DESCRIPTION  NGS
 QK0877
 QK0877                          STATION DESCRIPTION
 QK0877
 QK0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 QK0877'THE STATION MARK WAS FOUND TO HAVE BEEN HIT BY MACHINERY AND WAS
 QK0877'REPLACED AT THIS TIME.  REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 QK0877'GOOD CONDITION AS WAS THE AZIMUTH MARK.  THE AZIMUTH MARK WAS IN THE
 QK0877'WAY OF CONSTRUCTION, AND AFTER ESTABLISHING A NEW AZIMUTH MARK THE
 QK0877'1956 AZIMUTH MARK WAS DESTROYED.  14 DM 1956 USGS WAS USED AS THE NEW
 QK0877'AZIMUTH MARK.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 QK0877'THE STATION IS LOCATED IN QUAD. 450843, ABOUT 2.42 KM (1.50 MI)
 QK0877'SOUTH-SOUTHWEST OF INDIAN RIVER, ON THE NORTH SIDE OF STATE ROUTE 68.
 QK0877'TO REACH FROM THE JUNCTION OF STATE ROUTE M 27, OLD U.S. ROUTE 27, AND
 QK0877'STATE ROUTE 68 ABOUT 1 MILE SOUTH OF INDIAN RIVER, GO WEST ON HIGHWAY
 QK0877'68 FOR 0.37 KM (0.23 MI) TO A TRACK ROAD RIGHT AND THE STATION AS
 QK0877'DESCRIBED.  TO REACH THE AZIMUTH MARK CONTINUE WEST ON HIGHWAY 68 FOR
 QK0877'0.77 KM (0.48 MI) TO MARK ON THE LEFT AS DESCRIBED.
 QK0877'STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 13.411 M
 QK0877'(43.999 FT) NORTH FROM THE CENTER OF STATE ROUTE 68, 8.839 M
 QK0877'(28.999 FT) WEST FROM THE NORTHWEST ONE OF TWO POSTS HOLDING UP A
 QK0877'SIGN, THE CROSS IN THE WOODS, 7.315 M (23.999 FT) WEST FROM THE
 QK0877'CENTER OF THE TRACK ROAD NORTH, 0.305 M (1.001 FT) WEST FROM A
 QK0877'CARSONITE WITNESS POST AND 0.305 M (1.001 FT) EAST FROM A CARSONITE
 QK0877'WITNESS POST.  THE UNDER GROUND DISK IS SET 48 INCHES BELOW THE
 QK0877'GROUND.
 QK0877'A TRAVERSE CONNECTION WAS MADE TO 14 DM 1956 USING ELECTRONIC DISTANCE
 QK0877'MEASURING EQUIPMENT.
 QK0877'HEIGHT OF TARGET SHOWN ABOVE THE STATION WAS 1.3 METERS.
 QK0877'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MIGHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1277 ***********************************************************************
 NE1277  DESIGNATION -  KNOLLWOOD COUNTRY CLUB TANK
 NE1277  PID         -  NE1277
 NE1277  STATE/COUNTY-  MI/OAKLAND
 NE1277  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE1277
 NE1277                         *CURRENT SURVEY CONTROL
 NE1277  ___________________________________________________________________
 NE1277* NAD 83(1994)-  42 32 38.54420(N)    083 19 46.09515(W)     ADJUSTED  
 NE1277* NAVD 88     -                                                        
 NE1277  ___________________________________________________________________
 NE1277  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 NE1277  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NE1277
 NE1277  HORZ ORDER  -  THIRD
 NE1277
 NE1277.The horizontal coordinates were established by classical geodetic methods
 NE1277.and adjusted by the National Geodetic Survey in February 1997..
 NE1277
 NE1277
 NE1277.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1277
 NE1277.The geoid height was determined by GEOID03.
 NE1277
 NE1277;                    North         East     Units Scale Factor Converg.
 NE1277;SPC MI S     -   116,493.964 4,085,188.026   MT  0.99992449   +0 42 21.0
 NE1277;SPC MI S     -   382,198.04 13,402,847.85   iFT  0.99992449   +0 42 21.0
 NE1277;UTM  17      - 4,712,813.107   308,726.160   MT  1.00005015   -1 34 32.0
 NE1277
 NE1277                          SUPERSEDED SURVEY CONTROL
 NE1277
 NE1277  NAD 83(1986)-  42 32 38.54969(N)    083 19 46.12471(W) AD(       ) 4
 NE1277  NAD 27      -  42 32 38.43000(N)    083 19 46.37000(W) AD(       ) 3
 NE1277
 NE1277.Superseded values are not recommended for survey control.
 NE1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1277.See file dsdata.txt to determine how the superseded data were derived.
 NE1277
 NE1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0872612813(NAD 83)
 NE1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1277+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2005
 NE1277
 NE1277  HISTORY     - Date     Condition        Report By
 NE1277  HISTORY     - UNK      MONUMENTED
 NE1277  HISTORY     - 1977     GOOD             NGS
 NE1277  HISTORY     - 20050819 GOOD             USPSQD
 NE1277
 NE1277                          STATION DESCRIPTION
 NE1277
 NE1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1277'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THIS STATION IS
 NE1277'LOCATED 2150 FEET WEST OF INKSTER ROAD AND 100 FEET NORTH OF WEST
 NE1277'MAPLE ROAD.  A 4 LEGGED STEEL WATER TANK ABOUT 125 FEET HIGH AND
 NE1277'PAINTED ALL SILVER.
 NE1277'
 NE1277'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SW OF
 NE1277'BLOOMFIELD.
 NE1277
 NE1277                          STATION RECOVERY (2005)
 NE1277
 NE1277'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1277'KNOLLWOOD CC IS PRINTED ON TWO SIDES OF THE TANK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0694 ***********************************************************************
 QK0694  DESIGNATION -  KNOWLES
 QK0694  PID         -  QK0694
 QK0694  STATE/COUNTY-  MI/EMMET
 QK0694  USGS QUAD   -  ELMIRA (1986)
 QK0694
 QK0694                         *CURRENT SURVEY CONTROL
 QK0694  ___________________________________________________________________
 QK0694* NAD 83(1994)-  45 22 11.18500(N)    084 51 22.64900(W)     ADJUSTED  
 QK0694* NAVD 88     -       316.9    (meters)    1040.     (feet)  GPS OBS   
 QK0694  ___________________________________________________________________
 QK0694  X           -     402,424.734 (meters)                     COMP
 QK0694  Y           -  -4,470,560.851 (meters)                     COMP
 QK0694  Z           -   4,516,513.475 (meters)                     COMP
 QK0694  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 QK0694  ELLIP HEIGHT-         281.78  (meters)          (07/12/02) GPS OBS
 QK0694  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QK0694
 QK0694  HORZ ORDER  -  FIRST
 QK0694  ELLP ORDER  -  FOURTH    CLASS I
 QK0694
 QK0694.The horizontal coordinates were established by GPS observations
 QK0694.and adjusted by the National Geodetic Survey in February 1997..
 QK0694
 QK0694.The orthometric height was determined by GPS observations and a
 QK0694.high-resolution geoid model.
 QK0694
 QK0694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0694
 QK0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0694
 QK0694.The ellipsoidal height was determined by GPS observations
 QK0694.and is referenced to NAD 83.
 QK0694
 QK0694.The geoid height was determined by GEOID03.
 QK0694
 QK0694;                    North         East     Units Scale Factor Converg.
 QK0694;SPC MI C     -   228,259.402 5,961,646.281   MT  0.99994038   -0 20 45.1
 QK0694;SPC MI C     -   748,882.55 19,559,206.96   iFT  0.99994038   -0 20 45.1
 QK0694;UTM  16      - 5,026,264.258   667,866.298   MT  0.99994648   +1 31 33.4
 QK0694
 QK0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0694!SPC MI C     -   0.99995582  x   0.99994038  =   0.99989621
 QK0694!UTM  16      -   0.99995582  x   0.99994648  =   0.99990231
 QK0694
 QK0694|---------------------------------------------------------------------|
 QK0694| PID    Reference Object                     Distance      Geod. Az  |
 QK0694|                                                           dddmmss.s |
 QK0694| CH1318 KNOWLES RM 1                         24.106 METERS 08941     |
 QK0694| CH1317 KNOWLES AZ MK                                      1785512.9 |
 QK0694| CH1319 KNOWLES RM 2                         20.707 METERS 29937     |
 QK0694| QK0717 RAMONA PARK HOTEL WATER TANK        APPROX. 8.9 KM 3140255.6 |
 QK0694|---------------------------------------------------------------------|
 QK0694
 QK0694                          SUPERSEDED SURVEY CONTROL
 QK0694
 QK0694  NAD 83(1994)-  45 22 11.17924(N)    084 51 22.65097(W) AD(       ) 1
 QK0694  NAD 83(1986)-  45 22 11.17819(N)    084 51 22.64931(W) AD(       ) 3
 QK0694  NAD 27      -  45 22 11.13600(N)    084 51 22.48200(W) AD(       ) 3
 QK0694
 QK0694.Superseded values are not recommended for survey control.
 QK0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0694.See file dsdata.txt to determine how the superseded data were derived.
 QK0694
 QK0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6786626264(NAD 83)
 QK0694_MARKER: DD = SURVEY DISK
 QK0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0694_SP_SET: CONCRETE POST
 QK0694_STAMPING: KNOWLES 1956
 QK0694_MARK LOGO: CGS   
 QK0694_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0694+STABILITY: SURFACE MOTION
 QK0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0694+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992
 QK0694
 QK0694  HISTORY     - Date     Condition        Report By
 QK0694  HISTORY     - 1956     MONUMENTED       CGS
 QK0694  HISTORY     - 1967     GOOD             CGS
 QK0694  HISTORY     - 19920623 GOOD             MIDT
 QK0694
 QK0694                          STATION DESCRIPTION
 QK0694
 QK0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0694'THE STATION IS ABOUT 5 MILES EAST OF PETOSKEY, ABOUT 2-1/2 MILES
 QK0694'SOUTHWEST OF THE SOUTH EDGE OF
 QK0694'CROOKED LAKE AND ON THE PROPERTY OF MR. GEORGE KNOWLES.  IT IS 74
 QK0694'FEET SOUTH OF THE CENTERLINE OF A
 QK0694'PAVED ROAD, 118 FEET WEST OF THE CENTERLINE OF A DRIVEWAY,
 QK0694'49.5 FEET WEST OF THE NORTHWEST CORNER OF AN
 QK0694'OLD FRAME HOUSE, 29 FEET EAST OF A
 QK0694'WHITE WITNESS POST, 43 FEET SOUTH OF THE SOUTH EDGE OF A ROAD
 QK0694'BANK AND 29 FEET EAST OF A 12 INCH
 QK0694'APPLE TREE.  THE MARK IS 12 INCHES UNDERGROUND AND THE DISK IS
 QK0694'STAMPED KNOWLES 1956.
 QK0694'
 QK0694'TO REACH THE STATION FROM THE POST OFFICE IN PETOSKEY, GO EAST ON
 QK0694'MITCHELL STREET AND A PAVED
 QK0694'ROAD FOR 1.6 MILES TO A PAVED CROSSROAD.  CONTINUE EAST ON PAVED ROAD
 QK0694'FOR 3.45 MILES TO THE STATION ON
 QK0694'THE RIGHT.
 QK0694'
 QK0694'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ACROSS PASTURE
 QK0694'FIELD FOR 0.2 MILE TO THE EDGE
 QK0694'OF A WOODS AND THE MARK.
 QK0694'
 QK0694'REFERENCE MARK 1 IS 71 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 QK0694'ROAD, 1.5 FEET NORTH OF THE
 QK0694'NORTHEAST CORNER OF A PORCH TO THE FRAME HOUSE, 41 FEET WEST OF THE
 QK0694'CENTERLINE OF THE DRIVEWAY AND
 QK0694'41 FEET SOUTH OF THE SOUTH EDGE OF THE ROAD BANK.  THE
 QK0694'MARK IS FLUSH AND THE DISK IS STAMPED KNOWLES NO
 QK0694'1 1956.
 QK0694'
 QK0694'REFERENCE MARK 2 IS 42 FEET SOUTH OF THE CENTERLINE OF THE PAVED
 QK0694'ROAD, 10 FEET SOUTH OF THE
 QK0694'SOUTH EDGE OF THE ROAD BANK AND 51 FEET NORTH OF THE WHITE WITNESS
 QK0694'POST.  THE MARK PROJECTS 1 INCH AND
 QK0694'THE DISK IS STAMPED KNOWLES NO 2 1956.
 QK0694'
 QK0694'THE AZIMUTH MARK IS 2 FEET WEST OF A WHITE WITNESS POST, 9 FEET SOUTH
 QK0694'OF THE SOUTH EDGE OF A
 QK0694'PASTURE FIELD, 96 FEET EAST OF A FENCE LINE AND IN THE EDGE OF A
 QK0694'WOODS.  THE MARK PROJECTS 3 INCHES
 QK0694'AND THE DISK IS STAMPED KNOWLES 1956.
 QK0694'
 QK0694'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QK0694
 QK0694                          STATION RECOVERY (1967)
 QK0694
 QK0694'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0694'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  NO SEARCH
 QK0694'WAS CONDUCTED FOR THE AZIMUTH MARK.  THE HOUSE MENTIONED IN THE
 QK0694'DESCRIPTION NO LONGER EXISTS, OTHERWISE DESCRIPTION IS ACCURATE.
 QK0694
 QK0694                          STATION RECOVERY (1992)
 QK0694
 QK0694'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0694'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE SOUTHEAST 1/4 OF
 QK0694'SECTION 1, T-34-N, R-5-W, BEAR CREEK TOWNSHIP.  IT IS ABOUT 5.2 MILES
 QK0694'(8.4 KM) EAST OF PETOSKEY, 2.7 MILES (4.3 KM) SOUTH OF CONWAY, 2.7
 QK0694'MILES (4.3 KM) WEST OF EPSILON, ON THE PROPERTY OF JOHN MISH, 5574
 QK0694'MITCHELL ROAD, PETOSKEY, MICHIGAN, 49770, PHONE 616-347-8930, AND ON
 QK0694'THE EPSILON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION OF UNITED
 QK0694'STATES HIGHWAY 31 AND MITCHELL STREET IN PETOSKEY, GO EAST ON MITCHELL
 QK0694'STREET FOR 5.17 MILES (8.32 KM) TO STATION ON RIGHT. STATION IS
 QK0694'RECESSED 1.0 FT (0.3 M) BELOW GROUND SURFACE.  IT IS 79.1 FT (24.1 M)
 QK0694'WEST OF CONCRETE REFERENCE MARK NO. 1, 75 FT (22.9 M) SOUTH OF THE
 QK0694'CENTERLINE OF PAVED MITCHELL ROAD, 69.5 FT (21.2 M) SOUTHWEST OF
 QK0694'CONCRETE REFERENCE MARK NO. 2 (REFERENCE ARROW POINTING WRONG
 QK0694'DIRECTION), AND 27 FT (8.2 M) NORTHEAST OF UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0483 ***********************************************************************
 QL0483  DESIGNATION -  KOBAS
 QL0483  PID         -  QL0483
 QL0483  STATE/COUNTY-  MI/DELTA
 QL0483  USGS QUAD   -  BARK RIVER (1989)
 QL0483
 QL0483                         *CURRENT SURVEY CONTROL
 QL0483  ___________________________________________________________________
 QL0483* NAD 83(1994)-  45 38 58.28245(N)    087 16 15.62492(W)     ADJUSTED  
 QL0483* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 QL0483  ___________________________________________________________________
 QL0483  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 QL0483  GEOID HEIGHT-         -35.88  (meters)                     GEOID03
 QL0483
 QL0483  HORZ ORDER  -  THIRD
 QL0483
 QL0483.The horizontal coordinates were established by classical geodetic methods
 QL0483.and adjusted by the National Geodetic Survey in February 1997..
 QL0483
 QL0483.The orthometric height was scaled from a topographic map.
 QL0483
 QL0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0483
 QL0483.The geoid height was determined by GEOID03.
 QL0483
 QL0483;                    North         East     Units Scale Factor Converg.
 QL0483;SPC MI N     -    96,309.093 7,978,875.563   MT  0.99996396   -0 11 45.2
 QL0483;SPC MI N     -   315,974.71 26,177,413.26   iFT  0.99996396   -0 11 45.2
 QL0483;UTM  16      - 5,055,143.994   478,883.212   MT  0.99960548   -0 11 37.6
 QL0483
 QL0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0483!SPC MI N     -   0.99996988  x   0.99996396  =   0.99993385
 QL0483!UTM  16      -   0.99996988  x   0.99960548  =   0.99957538
 QL0483
 QL0483|---------------------------------------------------------------------|
 QL0483| PID    Reference Object                     Distance      Geod. Az  |
 QL0483|                                                           dddmmss.s |
 QL0483| CJ5190 KOBAS RM 1                           17.604 METERS 12951     |
 QL0483| CJ5191 KOBAS RM 2                           24.486 METERS 20535     |
 QL0483| CJ5189 KOBAS AZ MK                                        3091016.1 |
 QL0483|---------------------------------------------------------------------|
 QL0483
 QL0483                          SUPERSEDED SURVEY CONTROL
 QL0483
 QL0483  NAD 83(1986)-  45 38 58.28113(N)    087 16 15.62339(W) AD(       ) 3
 QL0483  NAD 27      -  45 38 58.38500(N)    087 16 15.16200(W) AD(       ) 3
 QL0483
 QL0483.Superseded values are not recommended for survey control.
 QL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0483.See file dsdata.txt to determine how the superseded data were derived.
 QL0483
 QL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR7888355144(NAD 83)
 QL0483_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0483
 QL0483  HISTORY     - Date     Condition        Report By
 QL0483  HISTORY     - 1954     MONUMENTED       CGS
 QL0483
 QL0483                          STATION DESCRIPTION
 QL0483
 QL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0483'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF BARK RIVER
 QL0483'AND ABOUT 12 MILES
 QL0483'SOUTHWEST OF ESCANABA ON A NORTHEAST-SOUTHWEST RIDGE.  IT IS 7 FEET
 QL0483'SOUTHWEST OF A WHITE WITNESS POST.
 QL0483'THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED
 QL0483'KOBAS 1954.
 QL0483'
 QL0483'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE MARK PROJECTS
 QL0483'ABOUT 4 INCHES AND THE DISK IS
 QL0483'STAMPED KOBAS NO 1 1954.
 QL0483'
 QL0483'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION.  THE MARK PROJECTS
 QL0483'ABOUT 8 INCHES AND THE DISK IS
 QL0483'STAMPED KOBAS NO 2 1954.
 QL0483'
 QL0483'AZIMUTH MARK IS 11 FEET WEST OF APPROXIMATE CENTER LINE OF A GRAVEL
 QL0483'ROAD, 39 FEET SOUTH OF
 QL0483'APPROXIMATE CENTER LINE OF A GRAVEL ROAD, 11 FEET SOUTH OF A FENCE
 QL0483'CORNER, 4 FEET SOUTH OF A WHITE
 QL0483'WITNESS POST AND 1 FOOT EAST OF A FENCE.  THE MARK PROJECTS ABOUT
 QL0483'8 INCHES AND THE DISK IS STAMPED KOBAS
 QL0483'1954.
 QL0483'
 QL0483'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND COUNTY
 QL0483'ROUTE 535 IN BARK RIVER,
 QL0483'GO SOUTH ON COUNTY ROUTE 535 FOR 3.9 MILES TO A SIDE ROAD LEFT, TURN
 QL0483'LEFT AND GO EAST FOR 1.5 MILES TO
 QL0483'A SIDE ROAD RIGHT, (AZIMUTH MARK ON RIGHT) TURN
 QL0483'RIGHT AND GO SOUTH FOR 0.25 MILE TO A WIRE GATE ON
 QL0483'LEFT, TURN LEFT PASSING THROUGH
 QL0483'GATE AND GO EASTERLY ALONG NORTH SIDE OF FENCE FOR 0.15 MILE TO TOP
 QL0483'OF RIDGE, FROM HERE GO
 QL0483'NORTH-EASTERLY FOR ABOUT 0.1 MILE ALONG RIDGE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0863 ***********************************************************************
 RJ0863  DESIGNATION -  KORAH USLS
 RJ0863  PID         -  RJ0863
 RJ0863  STATE/COUNTY-  MI/CHIPPEWA
 RJ0863  USGS QUAD   -  DAFTER (1975)
 RJ0863
 RJ0863                         *CURRENT SURVEY CONTROL
 RJ0863  ___________________________________________________________________
 RJ0863* NAD 83(1994)-  46 34 13.06352(N)    084 23 14.55812(W)     ADJUSTED  
 RJ0863* NAVD 88     -       312.14   (+/-2cm)    1024.1    (feet)  VERTCON   
 RJ0863  ___________________________________________________________________
 RJ0863  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 RJ0863  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ0863
 RJ0863  HORZ ORDER  -  FIRST
 RJ0863  VERT ORDER  -  THIRD ? (See Below)
 RJ0863
 RJ0863.The horizontal coordinates were established by classical geodetic methods
 RJ0863.and adjusted by the National Geodetic Survey in February 1997..
 RJ0863
 RJ0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ0863.The vertical order pertains to the NGVD 29 superseded value.
 RJ0863
 RJ0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0863
 RJ0863.The geoid height was determined by GEOID03.
 RJ0863
 RJ0863;                    North         East     Units Scale Factor Converg.
 RJ0863;SPC MI N     -   201,911.757 8,200,239.839   MT  0.99991519   +1 53 18.2
 RJ0863;SPC MI N     -   662,440.15 26,903,674.01   iFT  0.99991519   +1 53 18.2
 RJ0863;UTM  16      - 5,160,730.461   700,209.247   MT  1.00009272   +1 53 52.7
 RJ0863
 RJ0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0863!SPC MI N     -   0.99995681  x   0.99991519  =   0.99987200
 RJ0863!UTM  16      -   0.99995681  x   1.00009272  =   1.00004952
 RJ0863
 RJ0863:                Primary Azimuth Mark                     Grid Az
 RJ0863:SPC MI N     -  LAIRD USLS                               122 16 29.7
 RJ0863:UTM  16      -  LAIRD USLS                               122 15 55.2
 RJ0863
 RJ0863|---------------------------------------------------------------------|
 RJ0863| PID    Reference Object                     Distance      Geod. Az  |
 RJ0863|                                                           dddmmss.s |
 RJ0863| RJ0875 LAIRD USLS                          APPROX.32.5 KM 1240947.9 |
 RJ0863|---------------------------------------------------------------------|
 RJ0863
 RJ0863                          SUPERSEDED SURVEY CONTROL
 RJ0863
 RJ0863  NAD 83(1986)-  46 34 13.05525(N)    084 23 14.56005(W) AD(       ) 1
 RJ0863  NAD 27      -  46 34 13.00460(N)    084 23 14.46972(W) AD(       ) 1
 RJ0863  NGVD 29 (07/19/86)  312.09   (m)         1023.9    (f) LEVELING    3  
 RJ0863
 RJ0863.Superseded values are not recommended for survey control.
 RJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0863.See file dsdata.txt to determine how the superseded data were derived.
 RJ0863
 RJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0020960730(NAD 83)
 RJ0863
 RJ0863  HISTORY     - Date     Condition        Report By
 RJ0863  HISTORY     - UNK      MONUMENTED
 RJ0863  HISTORY     - 1894     SEE DESCRIPTION  USLS
 RJ0863  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ0863
 RJ0863                          STATION DESCRIPTION
 RJ0863
 RJ0863'DESCRIBED BY US LAKE SURVEY 1894
 RJ0863'ON LARGE STONE LEDGE IN SOUTHEAST QUARTER OF SECTION 15, KORAH
 RJ0863'TOWNSHIP.  MARKED
 RJ0863'BY 1/2-INCH DRILL HOLE ABOUT 5 INCHES DEEP IN TOP OF SOLID ROCK.
 RJ0863'REFERENCE MARKS ARE CROSSES CUT ON
 RJ0863'PROJECTING ROCKS AND ARE AT FOLLOWING DISTANCES
 RJ0863'AND DIRECTIONS FROM STATION- 25.6 FEET, NORTH, 59.9
 RJ0863'FEET, EAST, 35.6 FEET, SOUTHWEST,
 RJ0863'AND 26.15 FEET, WEST.  THIS STATION IS ALSO CALLED BARE ROCK BY THE
 RJ0863'U.S. LAKE SURVEY.
 RJ0863
 RJ0863                          STATION RECOVERY (1949)
 RJ0863
 RJ0863'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ0863'KORAH, (1893-1949R), A PRIMARY STATION, IS IN THE SE 1/4 OF SECTION
 RJ0863'15, KORAH TOWNSHIP, ONTARIO, CANADA, ABOUT 3 MILES NORTHWEST OF
 RJ0863'SAULT STE. MARIE, ON THE 49TH H A/A REGIMENT S.S.M. REGIMENT R.A.
 RJ0863'RIFLE RANGE (NOT IN USE IN 1949), ABOUT 500 FEET WEST OF ROAD, 500
 RJ0863'FEET NORTH OF GATE, ON THE HIGHEST POINT ON A HIGH ROCK HILL AT
 RJ0863'THE NORTHWEST CORNER OF THE RANGE, 59.29 FEET N 81 DEG 44 MIN W OF
 RJ0863'REFERENCE NO. 2 (DESCRIBED BELOW), 35.48 FEET N 19 DEG 40 MIN
 RJ0863'E OF REFERENCE NO. 2 (DESCRIBED BELOW), 26.13 FEET N 73 DEG 19
 RJ0863'MIN E OF REFERENCE NO. 3 (DESCRIBED BELOW), 25.53 FEET S 10 DEG
 RJ0863'22 MIN E OF REFERENCE NO. 4 (DESCRIBED BELOW), MARKED BY A 3/4
 RJ0863'INCH DRILL HOLE, 5 INCHES DEEP, ON TOP OF ROCK LEDGE.
 RJ0863'
 RJ0863'REFERENCE NO. 1, (1893), IS 5 FEET LOWER THAN THE STATION, BEING
 RJ0863'A CROSS CUT ON A LARGE ROUNDED ROCK PROJECTION.
 RJ0863'
 RJ0863'REFERENCE NO. 2, (1893), IS AT THE SAME ELEVATION AS THE STATION,
 RJ0863'BEING A CROSS CUT ON A LARGE FLAT ROCK PROJECTION.
 RJ0863'
 RJ0863'REFERENCE NO. 3,(1893), IS 1/2 FOOT HIGHER THAN THE STATION, BEING
 RJ0863'A CROSS CUT ON THE SAME ROCK PROJECTION AS THE STATION.
 RJ0863'
 RJ0863'REFERENCE NO. 4, (1893), IS AT THE SAME ELEVATION AS THE STATION,
 RJ0863'BEING A CROSS CUT ON A LARGE ROUNDED ROCK PROJECTION.
 RJ0863'
 RJ0863'TO REACH THE REFERENCES AND THE STATION PROCEED, FROM THE OLD POST
 RJ0863'OFFICE IN SAULT STE. MARIE, NORTHEAST ALONG EAST STREET TWO BLOCKS
 RJ0863'TO WELLINGTON STREET, THENCE LEFT ALONG WELLINGTON STREET (WHICH
 RJ0863'BECOMES PEOPLES ROAD) 4.6 MILES TO FOURTH LINE ROAD, THENCE LEFT
 RJ0863'ALONG FOURTH LINE ROAD 1.5 MILES TO A CROSS ROAD, THENCE RIGHT
 RJ0863'0.15 MILES TO 49TH H A/A REGIMENT R.A. RIFLE RANGE, THENCE WEST
 RJ0863'THROUGH GATE 500 FEET, THENCE NORTH 500 FEET TO HIGH ROCK BLUFF,
 RJ0863'THENCE CLIMB TO HIGH POINT OF BLUFF AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1019 ***********************************************************************
 OJ1019  DESIGNATION -  KORTHALS
 OJ1019  PID         -  OJ1019
 OJ1019  STATE/COUNTY-  MI/TUSCOLA
 OJ1019  USGS QUAD   -  FRANKENMUTH (1973)
 OJ1019
 OJ1019                         *CURRENT SURVEY CONTROL
 OJ1019  ___________________________________________________________________
 OJ1019* NAD 83(1994)-  43 21 14.88936(N)    083 38 36.25403(W)     ADJUSTED  
 OJ1019* NAVD 88     -       211.40   (+/-2cm)     693.6    (feet)  VERTCON   
 OJ1019  ___________________________________________________________________
 OJ1019  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 OJ1019  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 OJ1019
 OJ1019  HORZ ORDER  -  FIRST
 OJ1019  VERT ORDER  -  THIRD ? (See Below)
 OJ1019
 OJ1019.The horizontal coordinates were established by classical geodetic methods
 OJ1019.and adjusted by the National Geodetic Survey in February 1997..
 OJ1019
 OJ1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ1019.The vertical order pertains to the NGVD 29 superseded value.
 OJ1019
 OJ1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1019
 OJ1019.The geoid height was determined by GEOID03.
 OJ1019
 OJ1019;                    North         East     Units Scale Factor Converg.
 OJ1019;SPC MI S     -   206,208.459 4,058,631.499   MT  0.99994036   +0 29 31.9
 OJ1019;SPC MI S     -   676,536.94 13,315,720.14   iFT  0.99994036   +0 29 31.9
 OJ1019;UTM  17      - 4,803,535.958   285,777.543   MT  1.00016454   -1 48 55.4
 OJ1019
 OJ1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1019!SPC MI S     -   0.99997222  x   0.99994036  =   0.99991258
 OJ1019!UTM  17      -   0.99997222  x   1.00016454  =   1.00013676
 OJ1019
 OJ1019:                Primary Azimuth Mark                     Grid Az
 OJ1019:SPC MI S     -  VASSAR MUNICIPAL STANDPIPE               066 50 16.3
 OJ1019:UTM  17      -  VASSAR MUNICIPAL STANDPIPE               069 08 43.6
 OJ1019
 OJ1019|---------------------------------------------------------------------|
 OJ1019| PID    Reference Object                     Distance      Geod. Az  |
 OJ1019|                                                           dddmmss.s |
 OJ1019| OJ1017 VASSAR MUNICIPAL STANDPIPE          APPROX. 4.9 KM 0671948.2 |
 OJ1019| CH0352 KORTHALS RM 1                        28.190 METERS 07504     |
 OJ1019| OJ1018 MILLINGTON                          APPROX.10.9 KM 1283311.6 |
 OJ1019| CH0351 KORTHALS AZ MK                                     1833829.7 |
 OJ1019| CH0353 KORTHALS RM 2                        58.987 METERS 25322     |
 OJ1019|---------------------------------------------------------------------|
 OJ1019
 OJ1019                          SUPERSEDED SURVEY CONTROL
 OJ1019
 OJ1019  NAD 83(1986)-  43 21 14.88171(N)    083 38 36.27999(W) AD(       ) 1
 OJ1019  NAD 27      -  43 21 14.79800(N)    083 38 36.42600(W) AD(       ) 1
 OJ1019  NGVD 29 (07/19/86)  211.56   (m)          694.1    (f) LEVELING    3  
 OJ1019
 OJ1019.Superseded values are not recommended for survey control.
 OJ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1019.See file dsdata.txt to determine how the superseded data were derived.
 OJ1019
 OJ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ8577803536(NAD 83)
 OJ1019_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1019
 OJ1019  HISTORY     - Date     Condition        Report By
 OJ1019  HISTORY     - 1943     MONUMENTED       CGS
 OJ1019  HISTORY     - 1958     SEE DESCRIPTION  USGS
 OJ1019  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OJ1019  HISTORY     - 19990529 MARK NOT FOUND   USPSQD
 OJ1019
 OJ1019                          STATION DESCRIPTION
 OJ1019
 OJ1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1019'STATION IS LOCATED
 OJ1019'ON THE W EDGE OF
 OJ1019'AN OLD GRAVEL PIT OWNED BY G.W. KORTHALS.  IT IS
 OJ1019'ABOUT 4-1/2 MILES SW OF VASSAR, 7
 OJ1019'MILES NW OF MILLINGTON, 5.6 FEET
 OJ1019'SW OF A REFERENCE POST, AND 24 FEET N OF AN E-W
 OJ1019'FENCELINE.  STAMPED
 OJ1019'KORTHALS 1943.
 OJ1019'
 OJ1019'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1019'DISKS SET IN
 OJ1019'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1019'
 OJ1019'REFERENCE MARK 1 IS IN THE E-W FENCELINE AND 92.49 FEET E OF
 OJ1019'THE STATION.
 OJ1019'STAMPED KORTHALS NO 1 1943.
 OJ1019'
 OJ1019'REFERENCE MARK 2 IS 193.53 FEET (SLOPE DISTANCE) W OF THE STATION.
 OJ1019'IT IS 1.0 FOOT E
 OJ1019'OF THE E ROAD FENCELINE, 25 FEET E OF THE
 OJ1019'CENTER LINE OF HIGHWAY 38 AND 34.5
 OJ1019'FEET N OF THE FENCE CORNER.
 OJ1019'STAMPED KORTHALS NO 2 1943.
 OJ1019'
 OJ1019'AZIMUTH MARK IS 0.35 MILE S OF THE STATION NEAR A BOARD GATE
 OJ1019'LEADING TO A
 OJ1019'WINDMILL.  IT IS 27 FEET E OF HIGHWAY 38, 2.0 FEET E
 OJ1019'OF A REFERENCE POST AND 1.6
 OJ1019'FEET E OF THE E ROAD FENCE.  STAMPED
 OJ1019'KORTHALS 1943.
 OJ1019'
 OJ1019'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 15
 OJ1019'AND 38 IN THE CITY
 OJ1019'OF VASSAR, GO SW ON HIGHWAY 38 FOR 3.90 MILES
 OJ1019'TO A STEEL GATE ON THE LEFT LEADING
 OJ1019'INTO AN OLD GRAVEL PIT,* TURN
 OJ1019'LEFT AND GO THROUGH GATE AND BEAR SE 0.05 MILE TO
 OJ1019'HIGHEST POINT AND
 OJ1019'STATION.
 OJ1019'
 OJ1019'TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE STRAIGHT
 OJ1019'AHEAD 0.35 MILE TO
 OJ1019'A BOARD GATE ON THE LEFT AND AZIMUTH MARK.
 OJ1019'
 OJ1019'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 OJ1019
 OJ1019                          STATION RECOVERY (1958)
 OJ1019
 OJ1019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 OJ1019'STATION RECOVERED IN GOOD CONDITION.  THE MARK IS CLOSE TO EDGE OF
 OJ1019'GRAVEL PIT AND MAY BE
 OJ1019'DESTROYED IN SEVERAL YEARS.
 OJ1019'
 OJ1019'THE STATION IS LOCATED 1 MILE SOUTH AND 3 MILES WEST OF VASSAR, ABOUT
 OJ1019'2 MILES NORTH OF TUSCOLA ALONG
 OJ1019'STATE HIGHWAY M-38, T 11 N, R 7 E, IN SW 1/4 OF SEC. 15, 223 FEET
 OJ1019'EAST OF CENTER LINE OF HIGHWAY M-38,
 OJ1019'24 FEET NORTH OF E-W FENCE, AT SW EDGE OF GRAVEL PIT,
 OJ1019'A STANDARD DISK, SET IN TOP OF CONCRETE POST,
 OJ1019'STAMPED KORTHALS 1943.
 OJ1019
 OJ1019                          STATION RECOVERY (1966)
 OJ1019
 OJ1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 OJ1019'THE SURFACE AND UNDERGROUND STATION MARKS WERE FOUND UPROOTED AT
 OJ1019'THIS TIME.
 OJ1019'REFERENCE MARK 2 COULD NOT BE FOUND AND IS ASSUMED TORN OUT
 OJ1019'WHEN THE GRAVEL IN THIS AREA
 OJ1019'WAS REMOVED.  REFERENCE MARK 1 WAS FOUND IN
 OJ1019'GOOD CONDITION AND LEFT AS SUCH.  THE AZIMUTH
 OJ1019'MARK WAS SEARCHED FOR BUT
 OJ1019'NOT FOUND AFTER A SEARCH OF 2 HOURS WAS MADE.  THE AZIMUTH MARK
 OJ1019'IS ASSUMED LOST ALSO.
 OJ1019
 OJ1019                          STATION RECOVERY (1999)
 OJ1019
 OJ1019'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0727 ***********************************************************************
 NG0727  DESIGNATION -  KOTMAN
 NG0727  PID         -  NG0727
 NG0727  STATE/COUNTY-  MI/ALLEGAN
 NG0727  USGS QUAD   -  SAUGATUCK (1981)
 NG0727
 NG0727                         *CURRENT SURVEY CONTROL
 NG0727  ___________________________________________________________________
 NG0727* NAD 83(1994)-  42 40 54.39133(N)    086 07 38.61160(W)     ADJUSTED  
 NG0727* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 NG0727  ___________________________________________________________________
 NG0727  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NG0727  GEOID HEIGHT-         -33.35  (meters)                     GEOID03
 NG0727
 NG0727  HORZ ORDER  -  FIRST
 NG0727
 NG0727.The horizontal coordinates were established by classical geodetic methods
 NG0727.and adjusted by the National Geodetic Survey in February 1997..
 NG0727
 NG0727.The orthometric height was scaled from a topographic map.
 NG0727
 NG0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0727
 NG0727.The geoid height was determined by GEOID03.
 NG0727
 NG0727;                    North         East     Units Scale Factor Converg.
 NG0727;SPC MI S     -   132,777.125 3,855,713.106   MT  0.99991314   -1 11 53.6
 NG0727;SPC MI S     -   435,620.49 12,649,977.38   iFT  0.99991314   -1 11 53.6
 NG0727;UTM  16      - 4,725,846.555   571,491.004   MT  0.99966288   +0 35 29.7
 NG0727
 NG0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0727!SPC MI S     -   0.99996824  x   0.99991314  =   0.99988139
 NG0727!UTM  16      -   0.99996824  x   0.99966288  =   0.99963113
 NG0727
 NG0727|---------------------------------------------------------------------|
 NG0727| PID    Reference Object                     Distance      Geod. Az  |
 NG0727|                                                           dddmmss.s |
 NG0727| CH0357 KOTMAN RM 3                           9.001 METERS 00217     |
 NG0727| NG0720 EAST SAUGATUCK CHURCH STEEPLE       APPROX. 3.3 KM 0574348.0 |
 NG0727| NG0721 OVERISEL CHURCH STEEPLE             APPROX.11.0 KM 0620922.1 |
 NG0727| CH0354 KOTMAN AZ MK                                       0630535.5 |
 NG0727| NF0885 MEISTE                              APPROX.11.6 KM 0735535.2 |
 NG0727| CH0358 KOTMAN RM 4                           4.512 METERS 08907     |
 NG0727| CH0355 KOTMAN RM 1                          39.749 METERS 11509     |
 NG0727| NG0722 FENNVILLE MUNICIPAL TANK            APPROX. 9.8 KM 1702749.9 |
 NG0727| NG0724 DOUGLAS MUNICIPAL TANK              APPROX. 8.2 KM 2382647.7 |
 NG0727| CH0356 KOTMAN RM 2                          53.270 METERS 24717     |
 NG0727| NG0729 BELVEDERE FARM GRAY WATER TANK      APPROX. 3.2 KM 2794847.0 |
 NG0727| NG0714 GRAAFSCHAP CHURCH STEEPLE           APPROX. 7.9 KM 3561407.0 |
 NG0727|---------------------------------------------------------------------|
 NG0727
 NG0727                          SUPERSEDED SURVEY CONTROL
 NG0727
 NG0727  NAD 83(1986)-  42 40 54.39131(N)    086 07 38.62319(W) AD(       ) 1
 NG0727  NAD 27      -  42 40 54.30400(N)    086 07 38.48800(W) AD(       ) 1
 NG0727
 NG0727.Superseded values are not recommended for survey control.
 NG0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0727.See file dsdata.txt to determine how the superseded data were derived.
 NG0727
 NG0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN7149125847(NAD 83)
 NG0727_MARKER: DS = TRIANGULATION STATION DISK
 NG0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0727
 NG0727  HISTORY     - Date     Condition        Report By
 NG0727  HISTORY     - 1932     MONUMENTED       CGS
 NG0727  HISTORY     - 1957     GOOD             CGS
 NG0727  HISTORY     - 1965     GOOD             USLS
 NG0727  HISTORY     - 1978     GOOD             NGS
 NG0727  HISTORY     - 1980     GOOD             LOCENG
 NG0727  HISTORY     - 1981     GOOD             MIDH
 NG0727  HISTORY     - 1988     GOOD             USPSQD
 NG0727
 NG0727                          STATION DESCRIPTION
 NG0727
 NG0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NG0727'ABOUT 4.5 MILES NORTHEAST
 NG0727'OF SAUGATUCK, IN
 NG0727'SW 1/4 SEC. 31, T. 3 N., R. 15 W., FILLMORE TOWNSHIP, ON LAND
 NG0727'OWNED AND OCCUPIED BY HARM KOTMAN,
 NG0727'34 FEET SOUTH OF BARN 38 FEET NORTH OF
 NG0727'CENTER LINE OF COUNTY ROUTE 436, AND 22.5 FEET
 NG0727'NORTHWEST OF BARBED-WIRE FENCE
 NG0727'CORNER.  TO REACH FROM SAUGATUCK, FOLLOW U.S. ROUTE 31 NORTH 2.4
 NG0727'MILES FROM POST OFFICE
 NG0727'TO JUNCTION WITH COUNTY ROUTE 436, AND FOLLOW COUNTY ROUTE 436
 NG0727'EAST 2.3 MILES TO STATION
 NG0727'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 NG0727'STATION MARKS IN CONCRETE.
 NG0727'UPPER MARK IS FLUSH WITH GROUND.
 NG0727'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN
 NG0727'CONCRETE.  NO. 1
 NG0727'PROJECTS 6 INCHES, IS IN COUNTY ROUTE 436 RIGHT-OF-WAY, 21 FEET SOUTH
 NG0727'OF CENTER LINE, 11 FEET
 NG0727'EAST OF FENCE CORNER, 9 FEET NORTHEAST OF HEDGE TREE, AND 130.39
 NG0727'FEET FROM STATION S 64 DEG 51 MIN E.
 NG0727'MIN.  NO. 2 PROJECTS 2 INCHES, IS IN NORTHWEST
 NG0727'CORNER OF CHERRY ORCHARD, DIRECTLY SOUTH OF KOTMANS
 NG0727'HOUSE, 27 FEET SOUTH OF
 NG0727'CENTER LINE OF COUNTY ROUTE 436, 10 FEET NORTH OF NORTHWEST CORNER
 NG0727'TREE, 11 FEET EAST OF FENCE
 NG0727'CORNER, AND 174.77 FEET FROM STATION S 69 DEG 17 MIN W.
 NG0727'AZIMUTH MARK PROJECTS 6 INCHES, IS
 NG0727'IN NORTH-SOUTH ROAD RIGHT-OF-WAY, 15 FEET EAST OF CENTER
 NG0727'LINE OF GRAVEL ROAD, 7 FEET SOUTH OF
 NG0727'TELEPHONE POLE, AND APPROXIMATELY 0.8 MILE
 NG0727'FROM STATION N 63 DEG 06 MIN E.  BEARING
 NG0727'FROM STATION TO EAST SAUGATUCK,
 NG0727'CHURCH STEEPLE, DISTANT 2.0 MILES, IS S 57 DEG 44 MIN E, AND TO
 NG0727'OVERISEL, CHURCH STEEPLE, N 62 DEG 09 MIN E.
 NG0727'SEC.
 NG0727
 NG0727                          STATION RECOVERY (1957)
 NG0727
 NG0727'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCL)
 NG0727'THE STATION AND BOTH REFERENCE
 NG0727'MARKS WERE
 NG0727'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NG0727'DESCRIPTION IS ADEQUATE AND
 NG0727'COMPLETE.  THE AZIMUTH MARK WAS NOT
 NG0727'SEARCHED FOR.
 NG0727
 NG0727                          STATION RECOVERY (1965)
 NG0727
 NG0727'RECOVERY NOTE BY US LAKE SURVEY 1965
 NG0727'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 NG0727'GOOD CONDITION.
 NG0727'
 NG0727'THE STATION IS ABOUT 4.5 MILES NORTHEAST OF SAUGATUCK, IN SW 1/4
 NG0727'SEC. 31, T. 3N, R.
 NG0727'15W., FILLMORE TOWNSHIP, ON LAND OWNED BY HARM KOTMAN.
 NG0727'TO REACH STATION FROM BRIDGE OVER NEW
 NG0727'US 31 NEAR SAUGATUCK, PROCEED NORTH
 NG0727'ON BLUE STAR HIGHWAY TO 6OTH ST., PROCEED SOUTH ON 60TH
 NG0727'ST. 0.85 MILE TO
 NG0727'136 AVENUE, PROCEED EAST ON 136TH AVENUE 0.4 MILE ON 136TH AVENUE
 NG0727'TO STATION SITE.
 NG0727'STATION IS 157.44 FEET SE OF THE SE CORNER OF KOTMANS HOUSE,
 NG0727'84.4 FEET SE OF SW CORNER OF
 NG0727'BARN, 38 FEET NORTH OF CENTERLINE BLACK-TOP ROAD,
 NG0727'34.3 FEET S OF SOUTHEAST OF LARGE GREY BARN,
 NG0727'30.6 FEET E OF CENTERLINE OF KOTMAN
 NG0727'DRIVEWAY, SURACE MARK BEING A STANDARD BRONZE DISC PLACED IN AN
 NG0727'8 INCH SQUARE CONCRETE
 NG0727'MONUMENT ABOUT LEVEL WITH THE GROUND SURFACE.  UNDERGROUND MARK
 NG0727'BEING A STANDARD BRONZE
 NG0727'DISC PLACED IN CONCRETE MONUMENT ABOUT 3 FEET BELOW
 NG0727'GROUND SURFACE.
 NG0727'
 NG0727'REFERENCE MARK 1 IS 130.39 FEET SE OF STATION, 21 FEET S OF
 NG0727'CENTERLINE OF COUNTY RD. 436, 11 FEET
 NG0727'E OF FENCE CORNER, 9 FEET NE OF HEDGE TREE, BEING A STANDARD BRONZE
 NG0727'DISC PLACED IN AN 8 INCH SQUARE
 NG0727'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND
 NG0727'SURFACE.
 NG0727'
 NG0727'REFERENCE MARK 2 IS 174.77 FEET SW OF STATION, 27 FEET S OF
 NG0727'CENTERLINE OF COUNTY
 NG0727'RD. 436, BEING A STANDARD DISC PLACED IN AN 8 INCH CONCRETE MONUMENT
 NG0727'ABOUT 2 INCHES BELOW GROUND
 NG0727'SURFACE.
 NG0727'
 NG0727'THE AZIMUTH MARK IS APPROXIMATLEY 0.8 MILE NORTHEAST OF STATION,
 NG0727'15 FEET E. OF CENTERLINE OF GRAVEL ROAD, 7
 NG0727'FEET S OF TELEPHONE POLE, BEING A STANDARD
 NG0727'BRONZE DISC PLACED IN AN 8 INCH DIAMETER CONCRETE
 NG0727'MONUMENT PROJECTING ABOUT
 NG0727'4 INCHES ABOVE THE GROUND SURFACE.  AZIMUTH COULD NOT BE FOUND IN
 NG0727'1965.
 NG0727
 NG0727                          STATION RECOVERY (1978)
 NG0727
 NG0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NG0727'STATION MARK AND REFERENCE MARK 1 FOUND IN GOOD CONDITION.  REFERENCE
 NG0727'MARK 2 AND THE AZIMUTH MARK NOT FOUND AND ASSUMED DESTROYED.
 NG0727'REFERENCE MARK 1 WAS IN THE WAY OF ROAD IMPROVEMENT AND WAS
 NG0727'DESTROYED AFTER ESTABLISHING REFERENCE MARKS 3 AND 4.  THE DISTANCE
 NG0727'TO REFERENCE MARK 1 WAS 0.02 FOOT LONGER THAN THE 1932 DISTANCE.  DUE
 NG0727'TO ROAD CHANGES A NEW DESCRIPTION FOLLOWS--
 NG0727'
 NG0727'STATION IS LOCATED ABOUT 4-1/2 MILES NORTHEAST OF SAUGATUCK, 4-1/2
 NG0727'MILES SOUTH OF HOLLAND AND ON PROPERTY OWNED BY MR. HARM KOTMAN.
 NG0727'IT IS 33 FEET NORTH OF THE CENTERLINE OF 136 AVENUE, 159 FEET
 NG0727'SOUTHEAST OF THE SOUTHEAST CORNER OF THE KOTMAN HOUSE, 34 FEET
 NG0727'SOUTH OF THE SOUTHEAST CORNER OF THE BARN, 26 FEET EAST OF THE
 NG0727'CENTERLINE OF DRIVEWAY, 16 FEET WEST OF A METAL WITNESS POST AND
 NG0727'1-FOOT EAST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE
 NG0727'DISK STAMPED KOTMAN 1932.
 NG0727'
 NG0727'REFERENCE MARK 3 IS 63 FEET NORTH OF THE CENTERLINE OF 136 AVENUE,
 NG0727'30 FEET NORTH OF THE METAL WITNESS POST AND 4 FEET SOUTH OF THE
 NG0727'SOUTHEAST CORNER OF THE BARN.  THE MARK IS FLUSH AND THE DISK
 NG0727'STAMPED KOTMAN 1932 NO 3 1978.
 NG0727'
 NG0727'REFERENCE MARK 4 IS 36 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 NG0727'THE BARN, 33 FEET NORTH OF THE CENTERLINE OF THE AVENUE AND 1 FOOT
 NG0727'WEST OF A METAL WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 NG0727'STAMPED KOTMAN 1932 NO 4 1978.
 NG0727'
 NG0727'TO REACH THE STATION FROM THE NORTHWEST EDGE OF HAMILTON, AT THE
 NG0727'INTERSECTION OF MICHIGAN HIGHWAY M-40 AND 136 AVENUE, GO WEST ON
 NG0727'136 AVENUE FOR 6.1 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 NG0727'
 NG0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 NG0727'SOUTH OF HOLLAND.
 NG0727'
 NG0727'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 NG0727
 NG0727                          STATION RECOVERY (1980)
 NG0727
 NG0727'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (DGH)
 NG0727'STA. KOTMAN 1932 RECOVERED GOOD - FLUSH WITH GROUND.
 NG0727'
 NG0727'REF. MARK NO. 3 1932 1978 RECOVERED GOOD - FLUSH WITH GROUND.
 NG0727'
 NG0727'AZIMUTH MARK - GONE.
 NG0727'
 NG0727'REF. MARK 1 - GONE.
 NG0727'
 NG0727'REF. MARK 2 - GONE.
 NG0727'
 NG0727'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES NORTH AND
 NG0727'3-3/4 MILES EAST OF SAUGATUCK, MICHIGAN.
 NG0727
 NG0727                          STATION RECOVERY (1981)
 NG0727
 NG0727'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NG0727'STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED. REFERENCE MARKS AND
 NG0727'AZIMUTH WERE NOT SEARCHED FOR.
 NG0727'
 NG0727'THE 1965 RECOVERY DESCRIPTION IS ADEQUATE.
 NG0727
 NG0727                          STATION RECOVERY (1988)
 NG0727
 NG0727'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0425 ***********************************************************************
 QK0425  DESIGNATION -  KULP
 QK0425  PID         -  QK0425
 QK0425  STATE/COUNTY-  MI/CHEBOYGAN
 QK0425  USGS QUAD   -  ST IGNACE (1976)
 QK0425
 QK0425                         *CURRENT SURVEY CONTROL
 QK0425  ___________________________________________________________________
 QK0425* NAD 83(1986)-  45 48 11.     (N)    084 43 47.     (W)     SCALED    
 QK0425* NAVD 88     -       179.167  (meters)     587.82   (feet)  ADJUSTED  
 QK0425  ___________________________________________________________________
 QK0425  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QK0425  DYNAMIC HT  -         179.172 (meters)     587.83  (feet)  COMP
 QK0425  MODELED GRAV-     980,640.4   (mgal)                       NAVD 88
 QK0425
 QK0425  VERT ORDER  -  FIRST     CLASS II
 QK0425
 QK0425.The horizontal coordinates were scaled from a topographic map and have
 QK0425.an estimated accuracy of +/- 6 seconds.
 QK0425
 QK0425.The orthometric height was determined by differential leveling
 QK0425.and adjusted by the National Geodetic Survey in June 1991..
 QK0425
 QK0425.The geoid height was determined by GEOID03.
 QK0425
 QK0425.The dynamic height is computed by dividing the NAVD 88
 QK0425.geopotential number by the normal gravity value computed on the
 QK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0425.degrees latitude (g = 980.6199 gals.).
 QK0425
 QK0425.The modeled gravity was interpolated from observed gravity values.
 QK0425
 QK0425;                    North         East    Units  Estimated Accuracy
 QK0425;SPC MI C     -   276,360.    5,971,780.      MT  (+/- 180 meters Scaled)
 QK0425
 QK0425                          SUPERSEDED SURVEY CONTROL
 QK0425
 QK0425.No superseded survey control is available for this station.
 QK0425
 QK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR764746(NAD 83)
 QK0425_MARKER: DB = BENCH MARK DISK
 QK0425_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 QK0425_SP_SET: CONCRETE ANCHOR PIER
 QK0425_STAMPING: B.M. KULP 1972 LAKE SURVEY CENTER
 QK0425_MARK LOGO: NGS   
 QK0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0425+STABILITY: POSITION/ELEVATION WELL
 QK0425
 QK0425  HISTORY     - Date     Condition        Report By
 QK0425  HISTORY     - 1972     MONUMENTED       NOS
 QK0425  HISTORY     - 1983     GOOD             NGS
 QK0425
 QK0425                          STATION DESCRIPTION
 QK0425
 QK0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0425'IN MACKINAW CITY.
 QK0425'AT MACKINAW CITY, ON THE MACKINAC BRIDGE, ON THE WEST SIDE OF SOUTH
 QK0425'ANCHORAGE PIER 17, SET FLUSH IN THE CONCRETE WALKWAY LEDGE AROUND THE
 QK0425'BOTTOM OF THE PIER, 22.89 METERS (75.1 FT) NORTH OF THE SOUTH EDGE OF
 QK0425'THE PIER, 19.75 METERS (64.8 FT) SOUTH OF THE NORTH EDGE OF THE PIER,
 QK0425'1.22 METERS (4.0 FT) SOUTHWEST OF THE SOUTHERNMOST CORNER ADJACENT TO
 QK0425'MIDWAY ANGLE IN SILO SUPPORTING BRIDGE CABLES, 1.04 METERS (3.4 FT)
 QK0425'WEST OF A POINT DIRECTLY BELOW A RED LIGHT MOUNTED ON THE WEST FACE OF
 QK0425'CONCRETE WALL, AND 0.70 METERS (2.3 FT) EAST OF THE WEST EDGE OF PIER.
 QK0425'NOTE, THIS BENCH MARK IS APPROXIMATELY 160 FEET BELOW THE BRIDGE
 QK0425'HIGHWAY AND ON THE LEDGE AROUND THE BOTTOM OF THE PIER.  PERMISSION
 QK0425'WAS OBTAINED FROM THE MACKINAC BRIDGE AUTHORITY OFFICE AT THE NORTH
 QK0425'SIDE OF THE BRIDGE.
 QK0425'THE MARK IS 2.4 M ABOVE WATER LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0502 ***********************************************************************
 NF0502  DESIGNATION -  L 10
 NF0502  PID         -  NF0502
 NF0502  STATE/COUNTY-  MI/CALHOUN
 NF0502  USGS QUAD   -  BATTLE CREEK (1985)
 NF0502
 NF0502                         *CURRENT SURVEY CONTROL
 NF0502  ___________________________________________________________________
 NF0502* NAD 83(1986)-  42 18 07.     (N)    085 07 53.     (W)     SCALED    
 NF0502* NAVD 88     -       263.844  (meters)     865.63   (feet)  ADJUSTED  
 NF0502  ___________________________________________________________________
 NF0502  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF0502  DYNAMIC HT  -         263.759 (meters)     865.35  (feet)  COMP
 NF0502  MODELED GRAV-     980,293.7   (mgal)                       NAVD 88
 NF0502
 NF0502  VERT ORDER  -  FIRST     CLASS II
 NF0502
 NF0502.The horizontal coordinates were scaled from a topographic map and have
 NF0502.an estimated accuracy of +/- 6 seconds.
 NF0502
 NF0502.The orthometric height was determined by differential leveling
 NF0502.and adjusted by the National Geodetic Survey in June 1991..
 NF0502
 NF0502.The geoid height was determined by GEOID03.
 NF0502
 NF0502.The dynamic height is computed by dividing the NAVD 88
 NF0502.geopotential number by the normal gravity value computed on the
 NF0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0502.degrees latitude (g = 980.6199 gals.).
 NF0502
 NF0502.The modeled gravity was interpolated from observed gravity values.
 NF0502
 NF0502;                    North         East    Units  Estimated Accuracy
 NF0502;SPC MI S     -    89,370.    3,936,950.      MT  (+/- 180 meters Scaled)
 NF0502
 NF0502                          SUPERSEDED SURVEY CONTROL
 NF0502
 NF0502.No superseded survey control is available for this station.
 NF0502
 NF0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM540849(NAD 83)
 NF0502_MARKER: DB = BENCH MARK DISK
 NF0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0502_STAMPING: ELEV 866.068 FT L 10 1916
 NF0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0502+STABILITY: SURFACE MOTION
 NF0502
 NF0502  HISTORY     - Date     Condition        Report By
 NF0502  HISTORY     - 1916     MONUMENTED       CGS
 NF0502  HISTORY     - 1939     GOOD             NGS
 NF0502  HISTORY     - 1962     MARK NOT FOUND   NGS
 NF0502  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0502  HISTORY     - 19970228 MARK NOT FOUND   LOCENG
 NF0502
 NF0502                          STATION DESCRIPTION
 NF0502
 NF0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0502'3.5 MI E FROM BATTLE CREEK.
 NF0502'3.5 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0502'STATION AT BATTLE CREEK, CALHOUN COUNTY, AT A FARM-ROAD CROSSING,
 NF0502'64.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 9 FEET EAST OF THE
 NF0502'CENTERLINE OF THE ROAD, AND AT THE EAST END OF A GATE IN THE
 NF0502'NORTH RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED ELEV 866.068
 NF0502'FT L 10 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0502'1 INCH ABOVE GROUND.  NOTE-- UNABLE TO FIT DISCRIPTION WITH
 NF0502'LOCATION.
 NF0502
 NF0502                          STATION RECOVERY (1962)
 NF0502
 NF0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NF0502'MARK NOT FOUND.
 NF0502
 NF0502                          STATION RECOVERY (1985)
 NF0502
 NF0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0502'MARK NOT FOUND.
 NF0502
 NF0502                          STATION RECOVERY (1997)
 NF0502
 NF0502'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (HOT)
 NF0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0300 ***********************************************************************
 OJ0300  DESIGNATION -  L 100
 OJ0300  PID         -  OJ0300
 OJ0300  STATE/COUNTY-  MI/LAPEER
 OJ0300  USGS QUAD   -  MARLETTE (1980)
 OJ0300
 OJ0300                         *CURRENT SURVEY CONTROL
 OJ0300  ___________________________________________________________________
 OJ0300* NAD 83(1986)-  43 17 04.     (N)    083 03 14.     (W)     SCALED    
 OJ0300* NAVD 88     -       253.375  (meters)     831.28   (feet)  ADJUSTED  
 OJ0300  ___________________________________________________________________
 OJ0300  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 OJ0300  DYNAMIC HT  -         253.320 (meters)     831.10  (feet)  COMP
 OJ0300  MODELED GRAV-     980,397.3   (mgal)                       NAVD 88
 OJ0300
 OJ0300  VERT ORDER  -  SECOND    CLASS 0
 OJ0300
 OJ0300.The horizontal coordinates were scaled from a topographic map and have
 OJ0300.an estimated accuracy of +/- 6 seconds.
 OJ0300
 OJ0300.The orthometric height was determined by differential leveling
 OJ0300.and adjusted by the National Geodetic Survey in June 1991..
 OJ0300
 OJ0300.The geoid height was determined by GEOID03.
 OJ0300
 OJ0300.The dynamic height is computed by dividing the NAVD 88
 OJ0300.geopotential number by the normal gravity value computed on the
 OJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0300.degrees latitude (g = 980.6199 gals.).
 OJ0300
 OJ0300.The modeled gravity was interpolated from observed gravity values.
 OJ0300
 OJ0300;                    North         East    Units  Estimated Accuracy
 OJ0300;SPC MI S     -   199,050.    4,106,540.      MT  (+/- 180 meters Scaled)
 OJ0300
 OJ0300                          SUPERSEDED SURVEY CONTROL
 OJ0300
 OJ0300  NGVD 29 (??/??/92)  253.500  (m)          831.69   (f) ADJ UNCH    2 0
 OJ0300
 OJ0300.Superseded values are not recommended for survey control.
 OJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0300.See file dsdata.txt to determine how the superseded data were derived.
 OJ0300
 OJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH333944(NAD 83)
 OJ0300_MARKER: DB = BENCH MARK DISK
 OJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0300_STAMPING: L 100 1934
 OJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0300+STABILITY: SURFACE MOTION
 OJ0300
 OJ0300  HISTORY     - Date     Condition        Report By
 OJ0300  HISTORY     - 1934     MONUMENTED       CGS
 OJ0300  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 OJ0300
 OJ0300                          STATION DESCRIPTION
 OJ0300
 OJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0300'3 MI SE FROM MARLETTE.
 OJ0300'IN LAPEER COUNTY, 3.0 MILES SOUTHEAST ALONG THE PERE MARQUETTE
 OJ0300'RAILWAY FROM THE STATION AT MARLETTE, SANILAC COUNTY, 50 YARDS
 OJ0300'NORTHEAST OF A T-SHAPED FARMHOUSE, AT A GRAVEL-ROAD CROSSING,
 OJ0300'26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET NORTHEAST
 OJ0300'OF THE NOTHEAST RAIL, 3.8 FEET SOUTHWEST OF A FENCE CORNER,
 OJ0300'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED L 100 1934
 OJ0300'AND SET IN THE TOP OF A CONCRETE POST.
 OJ0300
 OJ0300                          STATION RECOVERY (1997)
 OJ0300
 OJ0300'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0097 ***********************************************************************
 OJ0097  DESIGNATION -  L 102
 OJ0097  PID         -  OJ0097
 OJ0097  STATE/COUNTY-  MI/SANILAC
 OJ0097  USGS QUAD   -  SNOVER (1963)
 OJ0097
 OJ0097                         *CURRENT SURVEY CONTROL
 OJ0097  ___________________________________________________________________
 OJ0097* NAD 83(1986)-  43 27 27.     (N)    082 58 14.     (W)     SCALED    
 OJ0097* NAVD 88     -       235.347  (meters)     772.13   (feet)  ADJUSTED  
 OJ0097  ___________________________________________________________________
 OJ0097  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 OJ0097  DYNAMIC HT  -         235.301 (meters)     771.98  (feet)  COMP
 OJ0097  MODELED GRAV-     980,417.8   (mgal)                       NAVD 88
 OJ0097
 OJ0097  VERT ORDER  -  SECOND    CLASS 0
 OJ0097
 OJ0097.The horizontal coordinates were scaled from a topographic map and have
 OJ0097.an estimated accuracy of +/- 6 seconds.
 OJ0097
 OJ0097.The orthometric height was determined by differential leveling
 OJ0097.and adjusted by the National Geodetic Survey in June 1991..
 OJ0097
 OJ0097.The geoid height was determined by GEOID03.
 OJ0097
 OJ0097.The dynamic height is computed by dividing the NAVD 88
 OJ0097.geopotential number by the normal gravity value computed on the
 OJ0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0097.degrees latitude (g = 980.6199 gals.).
 OJ0097
 OJ0097.The modeled gravity was interpolated from observed gravity values.
 OJ0097
 OJ0097;                    North         East    Units  Estimated Accuracy
 OJ0097;SPC MI S     -   218,380.    4,112,980.      MT  (+/- 180 meters Scaled)
 OJ0097
 OJ0097                          SUPERSEDED SURVEY CONTROL
 OJ0097
 OJ0097  NGVD 29 (??/??/92)  235.468  (m)          772.53   (f) ADJ UNCH    2 0
 OJ0097
 OJ0097.Superseded values are not recommended for survey control.
 OJ0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0097.See file dsdata.txt to determine how the superseded data were derived.
 OJ0097
 OJ0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ405135(NAD 83)
 OJ0097_MARKER: DB = BENCH MARK DISK
 OJ0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0097_STAMPING: L 102 1934
 OJ0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0097+STABILITY: SURFACE MOTION
 OJ0097
 OJ0097  HISTORY     - Date     Condition        Report By
 OJ0097  HISTORY     - 1934     MONUMENTED       CGS
 OJ0097  HISTORY     - 1958     GOOD             NGS
 OJ0097  HISTORY     - 19940718 MARK NOT FOUND   USPSQD
 OJ0097
 OJ0097                          STATION DESCRIPTION
 OJ0097
 OJ0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0097'AT SNOVER.
 OJ0097'AT SNOVER, SANILAC COUNTY, 100 YARDS WEST OF THE SOUTHWEST
 OJ0097'CORNER OF THE DETROIT, CARO AND SANDUSKY RAILWAY STATION, AT
 OJ0097'A GRAVEL-ROAD CROSSING, 40.3 FEET WEST OF THE CENTERLINE OF THE
 OJ0097'ROAD, 27.2 FEET NORTH OF THE NORTH RAIL, 4.6 FEET SOUTHWEST OF A
 OJ0097'WIRE FENCE CORNER POST, AND 6 INCHES HIGHER THAN THE TOP OF
 OJ0097'RAIL.  A STANDARD DISK, STAMPED L 102 1934 AND SET IN THE TOP
 OJ0097'OF A CONCRETE POST.
 OJ0097
 OJ0097                          STATION RECOVERY (1994)
 OJ0097
 OJ0097'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0058 ***********************************************************************
 OK0058  DESIGNATION -  L 103
 OK0058  PID         -  OK0058
 OK0058  STATE/COUNTY-  MI/SHIAWASSEE
 OK0058  USGS QUAD   -  OVID EAST (1974)
 OK0058
 OK0058                         *CURRENT SURVEY CONTROL
 OK0058  ___________________________________________________________________
 OK0058* NAD 83(1986)-  43 04 40.     (N)    084 20 38.     (W)     SCALED    
 OK0058* NAVD 88     -       224.735  (meters)     737.32   (feet)  ADJUSTED  
 OK0058  ___________________________________________________________________
 OK0058  GEOID HEIGHT-         -32.96  (meters)                     GEOID03
 OK0058  DYNAMIC HT  -         224.688 (meters)     737.16  (feet)  COMP
 OK0058  MODELED GRAV-     980,403.2   (mgal)                       NAVD 88
 OK0058
 OK0058  VERT ORDER  -  SECOND    CLASS 0
 OK0058
 OK0058.The horizontal coordinates were scaled from a topographic map and have
 OK0058.an estimated accuracy of +/- 6 seconds.
 OK0058
 OK0058.The orthometric height was determined by differential leveling
 OK0058.and adjusted by the National Geodetic Survey in June 1991..
 OK0058
 OK0058.The geoid height was determined by GEOID03.
 OK0058
 OK0058.The dynamic height is computed by dividing the NAVD 88
 OK0058.geopotential number by the normal gravity value computed on the
 OK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0058.degrees latitude (g = 980.6199 gals.).
 OK0058
 OK0058.The modeled gravity was interpolated from observed gravity values.
 OK0058
 OK0058;                    North         East    Units  Estimated Accuracy
 OK0058;SPC MI S     -   175,260.    4,001,860.      MT  (+/- 180 meters Scaled)
 OK0058
 OK0058                          SUPERSEDED SURVEY CONTROL
 OK0058
 OK0058  NGVD 29 (??/??/92)  224.886  (m)          737.81   (f) ADJ UNCH    2 0
 OK0058
 OK0058.Superseded values are not recommended for survey control.
 OK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0058.See file dsdata.txt to determine how the superseded data were derived.
 OK0058
 OK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN162728(NAD 83)
 OK0058_MARKER: DB = BENCH MARK DISK
 OK0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0058_STAMPING: L 103 1934
 OK0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0058+STABILITY: SURFACE MOTION
 OK0058
 OK0058  HISTORY     - Date     Condition        Report By
 OK0058  HISTORY     - 1934     MONUMENTED       CGS
 OK0058  HISTORY     - 1974     MARK NOT FOUND   USGS
 OK0058  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0058  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0058
 OK0058                          STATION DESCRIPTION
 OK0058
 OK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0058'2.2 MI SE FROM ELISE.
 OK0058'IN SHIAWASSEE COUNTY, 2.2 MILES SOUTHEAST ALONG THE ANN ARBOR
 OK0058'RAILROAD FROM THE STATION AT ELSIE, CLINTON COUNTY, 15-1/2 RAILS
 OK0058'NORTHWEST OF MILEPOST 118, 15.5 YARDS NORTH OF A ROAD CROSSING,
 OK0058'14.5 YARDS NORTHWEST OF POWER TRANSMISSION LINE POLE, AND 2.2
 OK0058'YARDS SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 OK0058'L 103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0058
 OK0058                          STATION RECOVERY (1974)
 OK0058
 OK0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 OK0058'MARK NOT FOUND.
 OK0058
 OK0058                          STATION RECOVERY (2001)
 OK0058
 OK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0058
 OK0058                          STATION RECOVERY (2001)
 OK0058
 OK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0058'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0809 ***********************************************************************
 NE0809  DESIGNATION -  L 105
 NE0809  PID         -  NE0809
 NE0809  STATE/COUNTY-  MI/LIVINGSTON
 NE0809  USGS QUAD   -  HOWELL (1983)
 NE0809
 NE0809                         *CURRENT SURVEY CONTROL
 NE0809  ___________________________________________________________________
 NE0809* NAD 83(1994)-  42 34 01.78411(N)    083 54 01.15508(W)     ADJUSTED  
 NE0809* NAVD 88     -       281.621  (meters)     923.95   (feet)  ADJUSTED  
 NE0809  ___________________________________________________________________
 NE0809  X           -     499,924.568 (meters)                     COMP
 NE0809  Y           -  -4,678,159.868 (meters)                     COMP
 NE0809  Z           -   4,292,380.392 (meters)                     COMP
 NE0809  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 NE0809  ELLIP HEIGHT-         248.45  (meters)          (07/12/02) GPS OBS
 NE0809  GEOID HEIGHT-         -33.16  (meters)                     GEOID03
 NE0809  DYNAMIC HT  -         281.548 (meters)     923.71  (feet)  COMP
 NE0809  MODELED GRAV-     980,353.9   (mgal)                       NAVD 88
 NE0809
 NE0809  HORZ ORDER  -  FIRST
 NE0809  VERT ORDER  -  SECOND    CLASS 0
 NE0809  ELLP ORDER  -  FOURTH    CLASS I
 NE0809
 NE0809.The horizontal coordinates were established by GPS observations
 NE0809.and adjusted by the National Geodetic Survey in February 1997..
 NE0809
 NE0809.The orthometric height was determined by differential leveling
 NE0809.and adjusted by the National Geodetic Survey in June 1991..
 NE0809
 NE0809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0809
 NE0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0809
 NE0809.The ellipsoidal height was determined by GPS observations
 NE0809.and is referenced to NAD 83.
 NE0809
 NE0809.The geoid height was determined by GEOID03.
 NE0809
 NE0809.The dynamic height is computed by dividing the NAVD 88
 NE0809.geopotential number by the normal gravity value computed on the
 NE0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0809.degrees latitude (g = 980.6199 gals.).
 NE0809
 NE0809.The modeled gravity was interpolated from observed gravity values.
 NE0809
 NE0809;                    North         East     Units Scale Factor Converg.
 NE0809;SPC MI S     -   118,643.583 4,038,288.938   MT  0.99992218   +0 19 02.5
 NE0809;SPC MI S     -   389,250.60 13,248,979.46   iFT  0.99992218   +0 19 02.5
 NE0809;UTM  17      - 4,716,828.430   261,938.268   MT  1.00029732   -1 57 46.3
 NE0809
 NE0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0809!SPC MI S     -   0.99996104  x   0.99992218  =   0.99988322
 NE0809!UTM  17      -   0.99996104  x   1.00029732  =   1.00025835
 NE0809
 NE0809                          SUPERSEDED SURVEY CONTROL
 NE0809
 NE0809  ELLIP H (02/03/97)  248.50   (m)                       GP(       ) 4 1
 NE0809  NAD 83(1986)-  42 34 01.78906(N)    083 54 01.18940(W) AD(       ) 1
 NE0809  NAD 83(1986)-  42 34 01.78524(N)    083 54 01.17762(W) AD(       ) 1
 NE0809  NAVD 88 (04/29/92)  281.62   (m)          923.9    (f) LEVELING    3  
 NE0809  NGVD 29 (??/??/92)  281.752  (m)          924.38   (f) ADJ UNCH    2 0
 NE0809
 NE0809.Superseded values are not recommended for survey control.
 NE0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0809.See file dsdata.txt to determine how the superseded data were derived.
 NE0809
 NE0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH6193816828(NAD 83)
 NE0809_MARKER: DB = BENCH MARK DISK
 NE0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0809_SP_SET: CONCRETE POST
 NE0809_STAMPING: L 105 1934
 NE0809_MARK LOGO: CGS   
 NE0809_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0809+STABILITY: SURFACE MOTION
 NE0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0809+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 NE0809
 NE0809  HISTORY     - Date     Condition        Report By
 NE0809  HISTORY     - 1934     MONUMENTED       CGS
 NE0809  HISTORY     - 1973     GOOD             MPS
 NE0809  HISTORY     - 19901211 GOOD             MIDH
 NE0809  HISTORY     - 19910114 GOOD
 NE0809  HISTORY     - 19930311 GOOD             MIDT
 NE0809  HISTORY     - 19931101 GOOD             AYLENO
 NE0809  HISTORY     - 20020116 GOOD             PRENAS
 NE0809  HISTORY     - 20050427 GOOD             TETR
 NE0809
 NE0809                          STATION DESCRIPTION
 NE0809
 NE0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0809'3.6 MI S FROM HOWELL.
 NE0809'3.6 MILES SOUTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 NE0809'AT HOWELL, LIVINGSTON COUNTY, 0.3 MILE NORTH OF MILEPOST 70, 8.6
 NE0809'FEET WEST OF THE INTERSECTION OF THE CENTERLINE OF A FARM ROAD
 NE0809'AND THE WEST RAIL, 10.4 FEET EAST OF THE SOUTH END OF A
 NE0809'GALVANIZED-IRON DRAIN PIPE, 7.3 FEET WEST OF THE WEST RAIL, AND
 NE0809'ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 NE0809'STAMPED L 105 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0809
 NE0809                          STATION RECOVERY (1973)
 NE0809
 NE0809'RECOVERY NOTE BY MACNAMEE PORTER AND SEELEY 1973
 NE0809'RECOVERED IN GOOD CONDITION.
 NE0809
 NE0809                          STATION RECOVERY (1990)
 NE0809
 NE0809'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1990
 NE0809'STATION IS LOCATED IN QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 18,
 NE0809'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 3 MILES
 NE0809'SOUTHEAST OF HOWELL AND ON THE HOWELL QUADRANGLE MAP.
 NE0809'TO REACH THE STATION FROM THE JUNCTION OF MICHIGAN AVE. AND GRAND
 NE0809'RIVER AVE. IN HOWELL, GO SOUTHEASTERLY ON GRAND RIVER AVE. FOR 1.35
 NE0809'MI (2.17 KM) TO CHILSON ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 NE0809'ON CHILSON ROAD FOR 2.2 MI (3.5 KM) TO A NEW HOUSING DEVELOPEMENT
 NE0809'ENTRANCE ON THE RIGHT, WEST SIDE OF CHILSON ROAD.  TURN RIGHT AND GO
 NE0809'WEST ALONG ENTRANCE ROAD 0.4 MI (0.6 KM) TO A CUL-DE-SAC AT THE END
 NE0809'OF THE ROAD.  FROM HERE PACK WESTERLY FOR ABOUT 100 YDS TO THE
 NE0809'RAILROAD TRACKS, THEN SOUTHERLY ALONG THE RAILROAD TRACKS ABOUT 100
 NE0809'YDS TO THE STATION ON RIGHT AT A CULVERT UNDER A FARM LANE LEADING
 NE0809'INTO THE WOODS.
 NE0809'THE STATION IS SET 28 CM ABOVE THE GROUND.  IT IS 8.6 FT (2.6 M) WEST
 NE0809'OF THE CENTER OF A FARM LANE, 10.4 FT (3.2 M) EAST OF THE SOUTH END
 NE0809'OF A 48 INCH METAL CULVERT, 7.3 FT (2.2 M) WEST OF THE WEST RAIL, 2
 NE0809'FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND ABOUT 2 FEET LOWER
 NE0809'THAN THE TOP OF THE RAIL.
 NE0809
 NE0809                          STATION RECOVERY (1991)
 NE0809
 NE0809'RECOVERED 1991
 NE0809'RECOVERED IN GOOD CONDITION.
 NE0809
 NE0809                          STATION RECOVERY (1993)
 NE0809
 NE0809'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (JAS)
 NE0809'STATION IS LOCATED IN QUAD 420834, IN THE NORTHEAST 1/4 OF SECTION 18,
 NE0809'T-2-N, R-5-E, GENOA TOWNSHIP, LIVINGSTON COUNTY.  IT IS ABOUT 3 MILES
 NE0809'(4.8 KM) SOUTHEAST OF HOWELL AND ON THE HOWELL QUADRANGLE MAP. TO
 NE0809'REACH THE STATION FROM THE JUNCTION OF MICHIGAN AVE. AND GRAND RIVER
 NE0809'AVE. IN HOWELL, GO SOUTHEASTERLY ON GRAND RIVER AVE. FOR 1.35 MI (2.17
 NE0809'KM) TO CHILSON ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON CHILSON
 NE0809'ROAD FOR 2.2 MI (3.5 KM) TO A NEW HOUSING DEVELOPMENT ENTRANCE ON THE
 NE0809'RIGHT, WEST SIDE OF CHILSON ROAD.  TURN RIGHT AND GO WEST ALONG
 NE0809'ENTRANCE ROAD 0.4 MI (0.6 KM) TO A CUL-DE-SAC AT THE END OF THE ROAD.
 NE0809'FROM HERE PACK WESTERLY FOR ABOUT 100 YDS TO THE RAILROAD TRACKS, THEN
 NE0809'SOUTHERLY ALONG THE RAILROAD TRACKS ABOUT 100 YDS TO THE STATION ON
 NE0809'RIGHT AT A CULVERT UNDER A FARM LANE LEADING INTO THE WOODS. THE
 NE0809'STATION IS SET 28 CM ABOVE THE GROUND.  IT IS 8.6 FT (2.6 M) WEST OF
 NE0809'THE CENTER OF A FARM LANE, 10.4 FT (3.2 M) EAST OF THE SOUTH END OF A
 NE0809'48 INCH METAL CULVERT, 7.3 FT (2.2 M) WEST OF THE WEST RAIL, 2 FT (0.6
 NE0809'M) WEST OF A CARSONITE WITNESS POST AND ABOUT 2 FEET (0.6 M) LOWER
 NE0809'THAN THE TOP OF THE RAIL.
 NE0809
 NE0809                          STATION RECOVERY (1993)
 NE0809
 NE0809'RECOVERY NOTE BY AYRES LEWIS NORRIS INCORPORATED 1993 (PVS)
 NE0809'RECOVERED AS DESCRIBED.
 NE0809
 NE0809                          STATION RECOVERY (2002)
 NE0809
 NE0809'RECOVERY NOTE BY PROFESSIONAL ENG 2002 (JDH)
 NE0809'RECOVERED IN GOOD CONDITION.
 NE0809
 NE0809                          STATION RECOVERY (2005)
 NE0809
 NE0809'RECOVERY NOTE BY TETRA TECH MPS 2005 (ANB)
 NE0809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0814 ***********************************************************************
 NE0814  DESIGNATION -  L 106
 NE0814  PID         -  NE0814
 NE0814  STATE/COUNTY-  MI/OAKLAND
 NE0814  USGS QUAD   -  MILFORD (1983)
 NE0814
 NE0814                         *CURRENT SURVEY CONTROL
 NE0814  ___________________________________________________________________
 NE0814* NAD 83(1986)-  42 31 38.     (N)    083 34 37.     (W)     SCALED    
 NE0814* NAVD 88     -       283.866  (meters)     931.32   (feet)  ADJUSTED  
 NE0814  ___________________________________________________________________
 NE0814  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NE0814  DYNAMIC HT  -         283.784 (meters)     931.05  (feet)  COMP
 NE0814  MODELED GRAV-     980,323.6   (mgal)                       NAVD 88
 NE0814
 NE0814  VERT ORDER  -  SECOND    CLASS 0
 NE0814
 NE0814.The horizontal coordinates were scaled from a topographic map and have
 NE0814.an estimated accuracy of +/- 6 seconds.
 NE0814
 NE0814.The orthometric height was determined by differential leveling
 NE0814.and adjusted by the National Geodetic Survey in June 1991..
 NE0814
 NE0814.The geoid height was determined by GEOID03.
 NE0814
 NE0814.The dynamic height is computed by dividing the NAVD 88
 NE0814.geopotential number by the normal gravity value computed on the
 NE0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0814.degrees latitude (g = 980.6199 gals.).
 NE0814
 NE0814.The modeled gravity was interpolated from observed gravity values.
 NE0814
 NE0814;                    North         East    Units  Estimated Accuracy
 NE0814;SPC MI S     -   114,410.    4,064,880.      MT  (+/- 180 meters Scaled)
 NE0814
 NE0814                          SUPERSEDED SURVEY CONTROL
 NE0814
 NE0814  NGVD 29 (??/??/92)  283.989  (m)          931.72   (f) ADJ UNCH    2 0
 NE0814
 NE0814.Superseded values are not recommended for survey control.
 NE0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0814.See file dsdata.txt to determine how the superseded data were derived.
 NE0814
 NE0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH883115(NAD 83)
 NE0814_MARKER: DB = BENCH MARK DISK
 NE0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0814_STAMPING: L 106 1934
 NE0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0814+STABILITY: SURFACE MOTION
 NE0814
 NE0814  HISTORY     - Date     Condition        Report By
 NE0814  HISTORY     - 1934     MONUMENTED       CGS
 NE0814  HISTORY     - 1938     GOOD             NGS
 NE0814  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0814
 NE0814                          STATION DESCRIPTION
 NE0814
 NE0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0814'2.3 MI NE FROM NEW HUDSON.
 NE0814'2.3 MILES NORTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0814'THE STATION AT NEW HUDSON, OAKLAND COUNTY, 0.4 MILE EAST OF
 NE0814'MILEPOST 53, AT A ROAD CROSSING, 11 YARDS EAST OF THE CROSSING
 NE0814'OF THE CENTERLINE OF THE ROAD AND THE NORTH RAIL, 20 FEET NORTH
 NE0814'OF THE NORTH RAIL, 7 YARDS SOUTH OF THE SOUTHWEST CORNER OF A
 NE0814'FENCE, AND ABOUT 2 FEET LOWER THAN THE TOP OF THE RAIL.  A
 NE0814'STANDARD DISK, STAMPED L 106 1934 AND SET IN THE TOP OF A
 NE0814'CONCRETE POST.
 NE0814
 NE0814                          STATION RECOVERY (2006)
 NE0814
 NE0814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0814'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0290 ***********************************************************************
 NE0290  DESIGNATION -  L 107
 NE0290  PID         -  NE0290
 NE0290  STATE/COUNTY-  MI/MACOMB
 NE0290  USGS QUAD   -  ARMADA (1991)
 NE0290
 NE0290                         *CURRENT SURVEY CONTROL
 NE0290  ___________________________________________________________________
 NE0290* NAD 83(1986)-  42 50 14.     (N)    082 52 56.     (W)     SCALED    
 NE0290* NAVD 88     -       224.591  (meters)     736.85   (feet)  ADJUSTED  
 NE0290  ___________________________________________________________________
 NE0290  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0290  DYNAMIC HT  -         224.526 (meters)     736.63  (feet)  COMP
 NE0290  MODELED GRAV-     980,322.7   (mgal)                       NAVD 88
 NE0290
 NE0290  VERT ORDER  -  SECOND    CLASS 0
 NE0290
 NE0290.The horizontal coordinates were scaled from a topographic map and have
 NE0290.an estimated accuracy of +/- 6 seconds.
 NE0290
 NE0290.The orthometric height was determined by differential leveling
 NE0290.and adjusted by the National Geodetic Survey in June 1991..
 NE0290
 NE0290.The geoid height was determined by GEOID03.
 NE0290
 NE0290.The dynamic height is computed by dividing the NAVD 88
 NE0290.geopotential number by the normal gravity value computed on the
 NE0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0290.degrees latitude (g = 980.6199 gals.).
 NE0290
 NE0290.The modeled gravity was interpolated from observed gravity values.
 NE0290
 NE0290;                    North         East    Units  Estimated Accuracy
 NE0290;SPC MI S     -   149,610.    4,121,350.      MT  (+/- 180 meters Scaled)
 NE0290
 NE0290                          SUPERSEDED SURVEY CONTROL
 NE0290
 NE0290  NGVD 29 (??/??/92)  224.720  (m)          737.27   (f) ADJ UNCH    2 0
 NE0290
 NE0290.Superseded values are not recommended for survey control.
 NE0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0290.See file dsdata.txt to determine how the superseded data were derived.
 NE0290
 NE0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH461444(NAD 83)
 NE0290_MARKER: DB = BENCH MARK DISK
 NE0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0290_STAMPING: L 107 1934
 NE0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0290+STABILITY: SURFACE MOTION
 NE0290
 NE0290  HISTORY     - Date     Condition        Report By
 NE0290  HISTORY     - 1934     MONUMENTED       CGS
 NE0290  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0290  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 NE0290
 NE0290                          STATION DESCRIPTION
 NE0290
 NE0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0290'AT ARMADA.
 NE0290'AT ARMADA, MACOMB COUNTY, 47 YARDS EAST OF THE SOUTHEAST CORNER
 NE0290'OF THE GRAND TRUNK WESTERN RAILWAY STATION, 32 FEET NORTHEAST
 NE0290'OF THE NORTHEAST CORNER OF A FREIGHT SHED, 26 FEET SOUTHEAST
 NE0290'OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AND ABOUT 1 FOOT HIGHER
 NE0290'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 107 1934
 NE0290'AND SET IN THE TOP OF A CONCRETE POST.
 NE0290
 NE0290                          STATION RECOVERY (1988)
 NE0290
 NE0290'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0290'MARK NOT FOUND.
 NE0290
 NE0290                          STATION RECOVERY (1999)
 NE0290
 NE0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0156 ***********************************************************************
 NF0156  DESIGNATION -  L 109
 NF0156  PID         -  NF0156
 NF0156  STATE/COUNTY-  MI/LENAWEE
 NF0156  USGS QUAD   -  CEMENT CITY (1971)
 NF0156
 NF0156                         *CURRENT SURVEY CONTROL
 NF0156  ___________________________________________________________________
 NF0156* NAD 83(1986)-  42 03 46.     (N)    084 19 47.     (W)     SCALED    
 NF0156* NAVD 88     -       314.683  (meters)    1032.42   (feet)  ADJUSTED  
 NF0156  ___________________________________________________________________
 NF0156  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0156  DYNAMIC HT  -         314.564 (meters)    1032.03  (feet)  COMP
 NF0156  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 NF0156
 NF0156  VERT ORDER  -  SECOND    CLASS 0
 NF0156
 NF0156.The horizontal coordinates were scaled from a topographic map and have
 NF0156.an estimated accuracy of +/- 6 seconds.
 NF0156
 NF0156.The orthometric height was determined by differential leveling
 NF0156.and adjusted by the National Geodetic Survey in June 1991..
 NF0156
 NF0156.The geoid height was determined by GEOID03.
 NF0156
 NF0156.The dynamic height is computed by dividing the NAVD 88
 NF0156.geopotential number by the normal gravity value computed on the
 NF0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0156.degrees latitude (g = 980.6199 gals.).
 NF0156
 NF0156.The modeled gravity was interpolated from observed gravity values.
 NF0156
 NF0156;                    North         East    Units  Estimated Accuracy
 NF0156;SPC MI S     -    62,510.    4,003,060.      MT  (+/- 180 meters Scaled)
 NF0156
 NF0156                          SUPERSEDED SURVEY CONTROL
 NF0156
 NF0156  NGVD 29 (??/??/92)  314.800  (m)         1032.81   (f) ADJ UNCH    2 0
 NF0156
 NF0156.Superseded values are not recommended for survey control.
 NF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0156.See file dsdata.txt to determine how the superseded data were derived.
 NF0156
 NF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM209601(NAD 83)
 NF0156_MARKER: DB = BENCH MARK DISK
 NF0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0156_SP_SET: ABUTMENT
 NF0156_STAMPING: L 109 1934
 NF0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0156
 NF0156  HISTORY     - Date     Condition        Report By
 NF0156  HISTORY     - 1934     MONUMENTED       CGS
 NF0156
 NF0156                          STATION DESCRIPTION
 NF0156
 NF0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0156'0.5 MI S FROM CEMENT CITY.
 NF0156'0.5 MILE SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM THE
 NF0156'STATION AT CEMENT CITY, LENAWEE COUNTY, 300 YARDS NORTHEAST
 NF0156'OF THE PENINSULA PLANT OF THE CONSOLIDATED CEMENT CO., AT THE
 NF0156'TOP OF THE SOUTHWEST CONCRETE ABUTMENT OF A STEEL BRIDGE, 1.4
 NF0156'FEET EAST OF THE WEST END OF THE ABUTMENT, 5.7 FEET WEST OF
 NF0156'THE WEST RAIL, AND 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 NF0156'DISK, STAMPED L 109 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0225 ***********************************************************************
 NF0225  DESIGNATION -  L 11
 NF0225  PID         -  NF0225
 NF0225  STATE/COUNTY-  MI/JACKSON
 NF0225  USGS QUAD   -  PARMA (1981)
 NF0225
 NF0225                         *CURRENT SURVEY CONTROL
 NF0225  ___________________________________________________________________
 NF0225* NAD 83(1986)-  42 15 30.     (N)    084 36 11.     (W)     SCALED    
 NF0225* NAVD 88     -       301.996  (meters)     990.80   (feet)  ADJUSTED  
 NF0225  ___________________________________________________________________
 NF0225  GEOID HEIGHT-         -34.05  (meters)                     GEOID03
 NF0225  DYNAMIC HT  -         301.889 (meters)     990.45  (feet)  COMP
 NF0225  MODELED GRAV-     980,259.4   (mgal)                       NAVD 88
 NF0225
 NF0225  VERT ORDER  -  FIRST     CLASS II
 NF0225
 NF0225.The horizontal coordinates were scaled from a topographic map and have
 NF0225.an estimated accuracy of +/- 6 seconds.
 NF0225
 NF0225.The orthometric height was determined by differential leveling
 NF0225.and adjusted by the National Geodetic Survey in June 1991..
 NF0225
 NF0225.The geoid height was determined by GEOID03.
 NF0225
 NF0225.The dynamic height is computed by dividing the NAVD 88
 NF0225.geopotential number by the normal gravity value computed on the
 NF0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0225.degrees latitude (g = 980.6199 gals.).
 NF0225
 NF0225.The modeled gravity was interpolated from observed gravity values.
 NF0225
 NF0225;                    North         East    Units  Estimated Accuracy
 NF0225;SPC MI S     -    84,260.    3,980,500.      MT  (+/- 180 meters Scaled)
 NF0225
 NF0225                          SUPERSEDED SURVEY CONTROL
 NF0225
 NF0225  NGVD 29 (??/??/92)  302.118  (m)          991.20   (f) ADJ UNCH    1 2
 NF0225
 NF0225.Superseded values are not recommended for survey control.
 NF0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0225.See file dsdata.txt to determine how the superseded data were derived.
 NF0225
 NF0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM977812(NAD 83)
 NF0225_MARKER: DB = BENCH MARK DISK
 NF0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0225+STABILITY: SURFACE MOTION
 NF0225
 NF0225  HISTORY     - Date     Condition        Report By
 NF0225  HISTORY     - UNK      MONUMENTED       CGS
 NF0225  HISTORY     - 1934     MARK NOT FOUND   NGS
 NF0225
 NF0225                          STATION DESCRIPTION
 NF0225
 NF0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0225'AT PARMA.
 NF0225'AT PARMA, JACKSON COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 NF0225'50 YARDS WEST OF THE STATION, AND IN THE SOUTHEAST CORNER
 NF0225'OF THE INTERSECTION OF THE TRACK AND THE SIDEWALK.  A STANDARD
 NF0225'DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0377 ***********************************************************************
 NF0377  DESIGNATION -  L 110
 NF0377  PID         -  NF0377
 NF0377  STATE/COUNTY-  MI/IONIA
 NF0377  USGS QUAD   -  IONIA (1978)
 NF0377
 NF0377                         *CURRENT SURVEY CONTROL
 NF0377  ___________________________________________________________________
 NF0377* NAD 83(1986)-  42 58 54.     (N)    085 03 34.     (W)     SCALED    
 NF0377* NAVD 88     -       196.886  (meters)     645.95   (feet)  ADJUSTED  
 NF0377  ___________________________________________________________________
 NF0377  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF0377  DYNAMIC HT  -         196.834 (meters)     645.78  (feet)  COMP
 NF0377  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 NF0377
 NF0377  VERT ORDER  -  SECOND    CLASS 0
 NF0377
 NF0377.The horizontal coordinates were scaled from a topographic map and have
 NF0377.an estimated accuracy of +/- 6 seconds.
 NF0377
 NF0377.The orthometric height was determined by differential leveling
 NF0377.and adjusted by the National Geodetic Survey in June 1991..
 NF0377
 NF0377.The geoid height was determined by GEOID03.
 NF0377
 NF0377.The dynamic height is computed by dividing the NAVD 88
 NF0377.geopotential number by the normal gravity value computed on the
 NF0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0377.degrees latitude (g = 980.6199 gals.).
 NF0377
 NF0377.The modeled gravity was interpolated from observed gravity values.
 NF0377
 NF0377;                    North         East    Units  Estimated Accuracy
 NF0377;SPC MI S     -   164,810.    3,943,500.      MT  (+/- 180 meters Scaled)
 NF0377
 NF0377                          SUPERSEDED SURVEY CONTROL
 NF0377
 NF0377  NGVD 29 (??/??/92)  197.021  (m)          646.39   (f) ADJ UNCH    2 0
 NF0377
 NF0377.Superseded values are not recommended for survey control.
 NF0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0377.See file dsdata.txt to determine how the superseded data were derived.
 NF0377
 NF0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN582606(NAD 83)
 NF0377_MARKER: DB = BENCH MARK DISK
 NF0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0377_STAMPING: L 110 1934
 NF0377_PROJECTION: FLUSH
 NF0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0377+STABILITY: SURFACE MOTION
 NF0377
 NF0377  HISTORY     - Date     Condition        Report By
 NF0377  HISTORY     - 1934     MONUMENTED       CGS
 NF0377  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0377
 NF0377                          STATION DESCRIPTION
 NF0377
 NF0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0377'AT IONIA.
 NF0377'AT IONIA, IONIA COUNTY, ALONG THE GRAND TRUNK WESTERN RAILWAY,
 NF0377'27 YARDS SOUTHWEST OF A SIGNAL TOWER ON THE SOUTH SIDE OF THE
 NF0377'TRACK, DIRECTLY OPPOSITE THE SWITCH STAND ON THE NORTH SIDE OF
 NF0377'THE TRACK, 27.4 FEET NORTH OF THE CENTERLINE OF RAILROAD STREET,
 NF0377'35 FEET SOUTH OF THE SOUTH RAIL, AND LEVEL WITH THE TOP OF THE
 NF0377'RAIL.  A STANDARD DISK, STAMPED L 110 1934 AND SET IN THE TOP
 NF0377'OF A CONCRETE POST.
 NF0377
 NF0377                          STATION RECOVERY (1992)
 NF0377
 NF0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0377'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0188 ***********************************************************************
 NF0188  DESIGNATION -  L 111
 NF0188  PID         -  NF0188
 NF0188  STATE/COUNTY-  MI/CALHOUN
 NF0188  USGS QUAD   -  MARSHALL (1980)
 NF0188
 NF0188                         *CURRENT SURVEY CONTROL
 NF0188  ___________________________________________________________________
 NF0188* NAD 83(1986)-  42 16 18.     (N)    084 57 27.     (W)     SCALED    
 NF0188* NAVD 88     -       279.070  (meters)     915.58   (feet)  ADJUSTED  
 NF0188  ___________________________________________________________________
 NF0188  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF0188  DYNAMIC HT  -         278.976 (meters)     915.27  (feet)  COMP
 NF0188  MODELED GRAV-     980,278.5   (mgal)                       NAVD 88
 NF0188
 NF0188  VERT ORDER  -  FIRST     CLASS II
 NF0188
 NF0188.The horizontal coordinates were scaled from a topographic map and have
 NF0188.an estimated accuracy of +/- 6 seconds.
 NF0188
 NF0188.The orthometric height was determined by differential leveling
 NF0188.and adjusted by the National Geodetic Survey in June 1991..
 NF0188
 NF0188.The geoid height was determined by GEOID03.
 NF0188
 NF0188.The dynamic height is computed by dividing the NAVD 88
 NF0188.geopotential number by the normal gravity value computed on the
 NF0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0188.degrees latitude (g = 980.6199 gals.).
 NF0188
 NF0188.The modeled gravity was interpolated from observed gravity values.
 NF0188
 NF0188;                    North         East    Units  Estimated Accuracy
 NF0188;SPC MI S     -    85,890.    3,951,260.      MT  (+/- 180 meters Scaled)
 NF0188
 NF0188                          SUPERSEDED SURVEY CONTROL
 NF0188
 NF0188  NGVD 29 (01/19/93)  279.204  (m)          916.02   (f) ADJUSTED    1 2
 NF0188
 NF0188.Superseded values are not recommended for survey control.
 NF0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0188.See file dsdata.txt to determine how the superseded data were derived.
 NF0188
 NF0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM684819(NAD 83)
 NF0188_MARKER: DB = BENCH MARK DISK
 NF0188_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 NF0188+WITH SETTING: PAVEMENT
 NF0188_SP_SET: STEP
 NF0188_STAMPING: L 111 1934
 NF0188_MARK LOGO: CGS   
 NF0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0188+STABILITY: SURFACE MOTION
 NF0188
 NF0188  HISTORY     - Date     Condition        Report By
 NF0188  HISTORY     - 1934     MONUMENTED       CGS
 NF0188  HISTORY     - 1939     GOOD             NGS
 NF0188  HISTORY     - 1985     GOOD             NGS
 NF0188  HISTORY     - 20011128 GOOD             NGS
 NF0188
 NF0188                          STATION DESCRIPTION
 NF0188
 NF0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0188'AT MARSHALL.
 NF0188'AT MARSHALL, CALHOUN COUNTY, AT THE NEW POST OFFICE, ON MAIN
 NF0188'STREET, IN THE TOP STEP OF THE MAIN ENTRANCE, 0.7 FOOT SOUTHWEST
 NF0188'OF THE NORTHEAST CORNER, 4.8 FEET EAST OF THE MOST EASTERLY
 NF0188'COLUMN OF THE PORTICO, AND 4 FEET ABOVE GROUND.  A STANDARD
 NF0188'DISK, STAMPED L 111 1934.
 NF0188
 NF0188                          STATION RECOVERY (1985)
 NF0188
 NF0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0188'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MARSHALL,
 NF0188'AT 202 MICHIGAN AVENUE, IN THE EAST END OF THE TOP STONE STEP OF THE
 NF0188'MAIN ENTRANCE TO THE POST OFFICE, 3.0 M (9.8 FT) EAST OF THE CENTER OF
 NF0188'THE ENTRANCE, 3.0 M (9.8 FT) NORTH OF THE NORTH FACE OF THE ENTRANCE,
 NF0188'AND 0.7 M (2.3 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE ENTRANCE.
 NF0188'THE MARK IS 1.2 M ABOVE THE GROUND.
 NF0188
 NF0188                          STATION RECOVERY (2001)
 NF0188
 NF0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0188'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0589 ***********************************************************************
 MD0589  DESIGNATION -  L 112
 MD0589  PID         -  MD0589
 MD0589  STATE/COUNTY-  MI/BRANCH
 MD0589  USGS QUAD   -  CAMDEN (1992)
 MD0589
 MD0589                         *CURRENT SURVEY CONTROL
 MD0589  ___________________________________________________________________
 MD0589* NAD 83(1986)-  41 45 36.     (N)    084 52 09.     (W)     SCALED    
 MD0589* NAVD 88     -       328.184  (meters)    1076.72   (feet)  ADJUSTED  
 MD0589  ___________________________________________________________________
 MD0589  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 MD0589  DYNAMIC HT  -         328.057 (meters)    1076.30  (feet)  COMP
 MD0589  MODELED GRAV-     980,227.7   (mgal)                       NAVD 88
 MD0589
 MD0589  VERT ORDER  -  SECOND    CLASS 0
 MD0589
 MD0589.The horizontal coordinates were scaled from a topographic map and have
 MD0589.an estimated accuracy of +/- 6 seconds.
 MD0589
 MD0589.The orthometric height was determined by differential leveling
 MD0589.and adjusted by the National Geodetic Survey in June 1991..
 MD0589
 MD0589.The geoid height was determined by GEOID03.
 MD0589
 MD0589.The dynamic height is computed by dividing the NAVD 88
 MD0589.geopotential number by the normal gravity value computed on the
 MD0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0589.degrees latitude (g = 980.6199 gals.).
 MD0589
 MD0589.The modeled gravity was interpolated from observed gravity values.
 MD0589
 MD0589;                    North         East    Units  Estimated Accuracy
 MD0589;SPC MI S     -    29,010.    3,958,210.      MT  (+/- 180 meters Scaled)
 MD0589
 MD0589                          SUPERSEDED SURVEY CONTROL
 MD0589
 MD0589  NGVD 29 (??/??/92)  328.304  (m)         1077.11   (f) ADJ UNCH    2 0
 MD0589
 MD0589.Superseded values are not recommended for survey control.
 MD0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0589.See file dsdata.txt to determine how the superseded data were derived.
 MD0589
 MD0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM771253(NAD 83)
 MD0589_MARKER: DB = BENCH MARK DISK
 MD0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0589_STAMPING: L 112 1934
 MD0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0589+STABILITY: SURFACE MOTION
 MD0589
 MD0589  HISTORY     - Date     Condition        Report By
 MD0589  HISTORY     - 1934     MONUMENTED       CGS
 MD0589  HISTORY     - 1960     GOOD             NGS
 MD0589  HISTORY     - 1960     GOOD             NGS
 MD0589
 MD0589                          STATION DESCRIPTION
 MD0589
 MD0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 MD0589'0.1 MI W FROM RAY.
 MD0589'151 YARDS E OF THE MAIN CROSSROADS CORNER IN TOWN OF RAY, 48
 MD0589'FEET N OF CENTER LINE OF STATE-LINE ROAD, 44.4 FEET NW OF NW
 MD0589'RAIL OF NEW YORK CENTRAL RAILROAD, 27.3 FEET N OF THE VERTEX OF
 MD0589'THE V-SHAPED-CROSS-SECTION OF INDIANA-MICHIGAN BOUNDARY
 MD0589'6-FOOT-HIGH CONCRETE MARKER, 22 FEET E OF CENTER LINE OF AN
 MD0589'ENTRANCE DRIVEWAY, 3 FEET SE OF RAILROAD RIGHT-OF-WAY FENCE,
 MD0589'AND PROJECTING 0.2 FOOT ABOVE GROUND.
 MD0589
 MD0589                          STATION RECOVERY (1960)
 MD0589
 MD0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 MD0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0572 ***********************************************************************
 MD0572  DESIGNATION -  L 113
 MD0572  PID         -  MD0572
 MD0572  STATE/COUNTY-  MI/HILLSDALE
 MD0572  USGS QUAD   -  ALLEN (1977)
 MD0572
 MD0572                         *CURRENT SURVEY CONTROL
 MD0572  ___________________________________________________________________
 MD0572* NAD 83(1986)-  41 58 20.     (N)    084 45 58.     (W)     SCALED    
 MD0572* NAVD 88     -       321.438  (meters)    1054.58   (feet)  ADJUSTED  
 MD0572  ___________________________________________________________________
 MD0572  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 MD0572  DYNAMIC HT  -         321.319 (meters)    1054.19  (feet)  COMP
 MD0572  MODELED GRAV-     980,241.2   (mgal)                       NAVD 88
 MD0572
 MD0572  VERT ORDER  -  SECOND    CLASS 0
 MD0572
 MD0572.The horizontal coordinates were scaled from a topographic map and have
 MD0572.an estimated accuracy of +/- 6 seconds.
 MD0572
 MD0572.The orthometric height was determined by differential leveling
 MD0572.and adjusted by the National Geodetic Survey in June 1991..
 MD0572
 MD0572.The geoid height was determined by GEOID03.
 MD0572
 MD0572.The dynamic height is computed by dividing the NAVD 88
 MD0572.geopotential number by the normal gravity value computed on the
 MD0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0572.degrees latitude (g = 980.6199 gals.).
 MD0572
 MD0572.The modeled gravity was interpolated from observed gravity values.
 MD0572
 MD0572;                    North         East    Units  Estimated Accuracy
 MD0572;SPC MI S     -    52,530.    3,966,890.      MT  (+/- 180 meters Scaled)
 MD0572
 MD0572                          SUPERSEDED SURVEY CONTROL
 MD0572
 MD0572  NGVD 29 (??/??/92)  321.554  (m)         1054.97   (f) ADJ UNCH    2 0
 MD0572
 MD0572.Superseded values are not recommended for survey control.
 MD0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0572.See file dsdata.txt to determine how the superseded data were derived.
 MD0572
 MD0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM850491(NAD 83)
 MD0572_MARKER: DB = BENCH MARK DISK
 MD0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0572_STAMPING: L 113 1934
 MD0572_MARK LOGO: CGS   
 MD0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 MD0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0572+STABILITY: SURFACE MOTION
 MD0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD0572+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2000
 MD0572
 MD0572  HISTORY     - Date     Condition        Report By
 MD0572  HISTORY     - 1934     MONUMENTED       CGS
 MD0572  HISTORY     - 1951     POOR             NGS
 MD0572  HISTORY     - 1988     GOOD             USPSQD
 MD0572  HISTORY     - 20000426 GOOD             WOOLPT
 MD0572
 MD0572                          STATION DESCRIPTION
 MD0572
 MD0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 MD0572'AT ALLEN.
 MD0572'AT ALLEN, HILLSDALE COUNTY, ON THE NEW YORK CENTRAL RAILROAD, 38
 MD0572'YARDS WEST OF THE SOUTHWEST CORNER OF THE STATION, AT MILEAGE
 MD0572'C 168.6, ABOUT 160 YARDS EAST OF THE CENTER OF THE CROSSING OF
 MD0572'THE ROAD LEADING TO LITCHFIELD, AND 16 YARDS NORTH OF THE NORTH
 MD0572'RAIL OF THE NORTH TRACK.  A STANDARD DISK, STAMPED L 113 1934
 MD0572'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED
 MD0572'IN JULY 1951 THAT THE CONCRETE POST IS LOOSE IN THE GROUND AND
 MD0572'TILTED.  THE POST MAY HAVE BEEN RESET DURING THE SETTING OF A
 MD0572'NEARBY POLE.  USE WITH CAUTION.
 MD0572
 MD0572                          STATION RECOVERY (1988)
 MD0572
 MD0572'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0572'RECOVERED IN GOOD CONDITION.
 MD0572
 MD0572                          STATION RECOVERY (2000)
 MD0572
 MD0572'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF)
 MD0572'THE STATION IS LOCATED APPROXIMATELY 13.5 MI (21.7 KM) EAST OF
 MD0572'COLDWATER, 8.0 MI (12.9 KM) NORTHWEST OF HILLSDALE, AND IS 5.5 MI (8.9
 MD0572'KM) WEST OF JONESVILLE.  OWNERSHIP-- INDIANA NORTHEASTERN RAILROAD, NO
 MD0572'PHONE NUMBER. TO REACH THE STATION FROM THE JUNCTION OF CHICAGO ROAD
 MD0572'(US ROUTE 12) AND THE BRANCH/HILLSDALE COUNTY LINE, PROCEED EAST 3.5
 MD0572'MI (5.6 KM) ALONG CHICAGO ROAD (US ROUTE 12) TO THE JUNCTION OF
 MD0572'CHICAGO ROAD AND STATE ROUTE M49 NORTH (ALLEN ROAD) ON THE LEFT.  TURN
 MD0572'LEFT AND PROCEEED NORTH 1.0 MI (1.6 KM) ALONG STATE ROUTE M49 NORTH TO
 MD0572'THE JUNCTION OF STATE ROUTE M49 NORTH AND THE INDIANA NORTHEASTERN
 MD0572'RAILROAD.  PROCEED NORTH 0.25 MI (0.40 KM) ACROSS THE RAILROAD TRACKS
 MD0572'TO A PRIVATE ROAD ON THE RIGHT.  TURN RIGHT AND PROCEED EAST 0.05 MI
 MD0572'(0.08 KM) ALONG THE PRIVATE ROAD TO THE STATION ON THE RIGHT. THE
 MD0572'STATION IS LOCATED 37.180 M (121.981 FT) SOUTH 47 DEGREES EAST OF A
 MD0572'TELEPHONE PEDESTAL, 27.240 M (89.370 FT) SOUTH 33 DEGREES WESTOF THE
 MD0572'SOUTHEAST CORNER OF A CONCRETE PAD, 16.300 M (53.478 FT) NORTH 20
 MD0572'DEGREES WEST OF THE NORTH RAIL, AND IS 14.310 M (46.949 FT) SOUTH 03
 MD0572'DEGREES WEST OF THE CENTERLINE OF THE PRIVATE DRIVE.  THE STATION IS A
 MD0572'STANDARD US COAST AND GEODETIC BENCHMARK DISK STAMPED-- L 113 1934--
 MD0572'AND IS SET IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0773 ***********************************************************************
 MC0773  DESIGNATION -  L 114
 MC0773  PID         -  MC0773
 MC0773  STATE/COUNTY-  MI/LENAWEE
 MC0773  USGS QUAD   -  DEERFIELD (1972)
 MC0773
 MC0773                         *CURRENT SURVEY CONTROL
 MC0773  ___________________________________________________________________
 MC0773* NAD 83(1986)-  41 53 07.     (N)    083 50 50.     (W)     SCALED    
 MC0773* NAVD 88     -       208.411  (meters)     683.76   (feet)  ADJUSTED  
 MC0773  ___________________________________________________________________
 MC0773  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 MC0773  DYNAMIC HT  -         208.331 (meters)     683.50  (feet)  COMP
 MC0773  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 MC0773
 MC0773  VERT ORDER  -  SECOND    CLASS 0
 MC0773
 MC0773.The horizontal coordinates were scaled from a topographic map and have
 MC0773.an estimated accuracy of +/- 6 seconds.
 MC0773
 MC0773.The orthometric height was determined by differential leveling
 MC0773.and adjusted by the National Geodetic Survey in June 1991..
 MC0773
 MC0773.The geoid height was determined by GEOID03.
 MC0773
 MC0773.The dynamic height is computed by dividing the NAVD 88
 MC0773.geopotential number by the normal gravity value computed on the
 MC0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0773.degrees latitude (g = 980.6199 gals.).
 MC0773
 MC0773.The modeled gravity was interpolated from observed gravity values.
 MC0773
 MC0773;                    North         East    Units  Estimated Accuracy
 MC0773;SPC MI S     -    42,930.    4,043,120.      MT  (+/- 180 meters Scaled)
 MC0773
 MC0773                          SUPERSEDED SURVEY CONTROL
 MC0773
 MC0773  NGVD 29 (??/??/92)  208.563  (m)          684.26   (f) ADJ UNCH    2 0
 MC0773
 MC0773.Superseded values are not recommended for survey control.
 MC0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0773.See file dsdata.txt to determine how the superseded data were derived.
 MC0773
 MC0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG637409(NAD 83)
 MC0773_MARKER: DB = BENCH MARK DISK
 MC0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0773_STAMPING: L 114 1934
 MC0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0773+STABILITY: SURFACE MOTION
 MC0773
 MC0773  HISTORY     - Date     Condition        Report By
 MC0773  HISTORY     - 1934     MONUMENTED       CGS
 MC0773  HISTORY     - 1966     MARK NOT FOUND   USGS
 MC0773  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MC0773
 MC0773                          STATION DESCRIPTION
 MC0773
 MC0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0773'3.7 MI W FROM DEERFIELD.
 MC0773'3.7 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE STATION
 MC0773'AT DEERFIELD, LENAWEE COUNTY, 75 YARDS NORTH OF THE NORTH END
 MC0773'OF A CONCRETE HIGHWAY BRIDGE, AT A ROAD CROSSING, 38.6 FEET
 MC0773'WEST OF THE CENTERLINE OF THE ROAD, 44.2 FEET NORTH OF THE NORTH
 MC0773'RAIL, 2.9 FEET SOUTH OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER
 MC0773'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 114 1934
 MC0773'AND SET IN THE TOP OF A CONCRETE POST.
 MC0773
 MC0773                          STATION RECOVERY (1966)
 MC0773
 MC0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MC0773'MARK NOT FOUND.
 MC0773
 MC0773                          STATION RECOVERY (1988)
 MC0773
 MC0773'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 MC0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0512 ***********************************************************************
 NF0512  DESIGNATION -  L 116
 NF0512  PID         -  NF0512
 NF0512  STATE/COUNTY-  MI/KALAMAZOO
 NF0512  USGS QUAD   -  DELTON (1985)
 NF0512
 NF0512                         *CURRENT SURVEY CONTROL
 NF0512  ___________________________________________________________________
 NF0512* NAD 83(1986)-  42 24 04.     (N)    085 29 48.     (W)     SCALED    
 NF0512* NAVD 88     -       281.605  (meters)     923.90   (feet)  ADJUSTED  
 NF0512  ___________________________________________________________________
 NF0512  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF0512  DYNAMIC HT  -         281.519 (meters)     923.62  (feet)  COMP
 NF0512  MODELED GRAV-     980,309.1   (mgal)                       NAVD 88
 NF0512
 NF0512  VERT ORDER  -  SECOND    CLASS 0
 NF0512
 NF0512.The horizontal coordinates were scaled from a topographic map and have
 NF0512.an estimated accuracy of +/- 6 seconds.
 NF0512
 NF0512.The orthometric height was determined by differential leveling
 NF0512.and adjusted by the National Geodetic Survey in June 1991..
 NF0512
 NF0512.The geoid height was determined by GEOID03.
 NF0512
 NF0512.The dynamic height is computed by dividing the NAVD 88
 NF0512.geopotential number by the normal gravity value computed on the
 NF0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0512.degrees latitude (g = 980.6199 gals.).
 NF0512
 NF0512.The modeled gravity was interpolated from observed gravity values.
 NF0512
 NF0512;                    North         East    Units  Estimated Accuracy
 NF0512;SPC MI S     -   100,720.    3,906,980.      MT  (+/- 180 meters Scaled)
 NF0512
 NF0512                          SUPERSEDED SURVEY CONTROL
 NF0512
 NF0512  NGVD 29 (??/??/92)  281.73   (m)          924.3    (f) COMPUTED    2 0
 NF0512
 NF0512.Superseded values are not recommended for survey control.
 NF0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0512.See file dsdata.txt to determine how the superseded data were derived.
 NF0512
 NF0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM237954(NAD 83)
 NF0512_MARKER: DB = BENCH MARK DISK
 NF0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0512_STAMPING: 924.260 L 116 1934
 NF0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0512+STABILITY: SURFACE MOTION
 NF0512
 NF0512  HISTORY     - Date     Condition        Report By
 NF0512  HISTORY     - 1934     MONUMENTED       CGS
 NF0512  HISTORY     - 1940     GOOD             NGS
 NF0512  HISTORY     - 1966     POOR             USGS
 NF0512
 NF0512                          STATION DESCRIPTION
 NF0512
 NF0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0512'2.2 MI S FROM CRESSEY.
 NF0512'IN KALAMAZOO COUNTY, 2.2 MILES SOUTH ALONG THE CHICAGO, KALAMAZOO
 NF0512'AND SAGINAW RAILWAY FROM CRESSEY, BARRY COUNTY, AT RICHLAND
 NF0512'JUNCTION, 350 FEET NORTH OF STATE HIGHWAY 89, 90 FEET EAST OF
 NF0512'THE EAST RAIL, 17 FEET NORTH OF THE NORTH RAIL OF THE NEW YORK
 NF0512'CENTRAL RAILROAD, 4 FEET SOUTHEAST OF A POLE WITH A PHONE BOX,
 NF0512'AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 NF0512'924.260 L 116 1934 AND SET IN THE TOP OF A CONCRETE POST
 NF0512'PROJECTING 3 INCHES ABOVE GROUND.
 NF0512
 NF0512                          STATION RECOVERY (1966)
 NF0512
 NF0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0512'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1339 ***********************************************************************
 MD1339  DESIGNATION -  L 117
 MD1339  PID         -  MD1339
 MD1339  STATE/COUNTY-  MI/CASS
 MD1339  USGS QUAD   -  VANDALIA (1981)
 MD1339
 MD1339                         *CURRENT SURVEY CONTROL
 MD1339  ___________________________________________________________________
 MD1339* NAD 83(1986)-  41 59 08.     (N)    085 52 36.     (W)     SCALED    
 MD1339* NAVD 88     -       276.662  (meters)     907.68   (feet)  ADJUSTED  
 MD1339  ___________________________________________________________________
 MD1339  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 MD1339  DYNAMIC HT  -         276.566 (meters)     907.37  (feet)  COMP
 MD1339  MODELED GRAV-     980,269.9   (mgal)                       NAVD 88
 MD1339
 MD1339  VERT ORDER  -  SECOND    CLASS 0
 MD1339
 MD1339.The horizontal coordinates were scaled from a topographic map and have
 MD1339.an estimated accuracy of +/- 6 seconds.
 MD1339
 MD1339.The orthometric height was determined by differential leveling
 MD1339.and adjusted by the National Geodetic Survey in June 1991..
 MD1339
 MD1339.The geoid height was determined by GEOID03.
 MD1339
 MD1339.The dynamic height is computed by dividing the NAVD 88
 MD1339.geopotential number by the normal gravity value computed on the
 MD1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1339.degrees latitude (g = 980.6199 gals.).
 MD1339
 MD1339.The modeled gravity was interpolated from observed gravity values.
 MD1339
 MD1339;                    North         East    Units  Estimated Accuracy
 MD1339;SPC MI S     -    55,060.    3,874,870.      MT  (+/- 180 meters Scaled)
 MD1339
 MD1339                          SUPERSEDED SURVEY CONTROL
 MD1339
 MD1339  NGVD 29 (??/??/92)  276.792  (m)          908.11   (f) ADJ UNCH    2 0
 MD1339
 MD1339.Superseded values are not recommended for survey control.
 MD1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1339.See file dsdata.txt to determine how the superseded data were derived.
 MD1339
 MD1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM930487(NAD 83)
 MD1339_MARKER: DB = BENCH MARK DISK
 MD1339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1339_STAMPING: 908.108 L 117 1934
 MD1339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1339+STABILITY: SURFACE MOTION
 MD1339
 MD1339  HISTORY     - Date     Condition        Report By
 MD1339  HISTORY     - 1934     MONUMENTED       CGS
 MD1339  HISTORY     - 1940     GOOD             NGS
 MD1339  HISTORY     - 1982     MARK NOT FOUND
 MD1339  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 MD1339
 MD1339                          STATION DESCRIPTION
 MD1339
 MD1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MD1339'AT WAKELEE.
 MD1339'AT WAKELEE, CASS COUNTY, ON THE GRAND TRUNK RAILWAY, 3 FEET SOUTHWEST
 MD1339'OF THE SOUTH CORNER OF THE STATION, 30 YARDS WEST OF THE CENTER
 MD1339'LINE OF A GRAVEL ROAD, 25 FEET NORTHWEST OF THE NORTH RAIL, AND
 MD1339'ABOUT 1 FOOT HIGHER THAN THE TOP OF RAIL.  A STANDARD DISK,
 MD1339'STAMPED 908.108 L 117 1934 AND SET IN THE TOP OF A CONCRETE
 MD1339'POST PROJECTING 4 INCHES ABOVE GROUND.
 MD1339
 MD1339                          STATION RECOVERY (1982)
 MD1339
 MD1339'RECOVERED 1982
 MD1339'MARK NOT FOUND.
 MD1339
 MD1339                          STATION RECOVERY (1995)
 MD1339
 MD1339'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0850 ***********************************************************************
 ME0850  DESIGNATION -  L 118
 ME0850  PID         -  ME0850
 ME0850  STATE/COUNTY-  MI/BERRIEN
 ME0850  USGS QUAD   -  NEW BUFFALO EAST (1970)
 ME0850
 ME0850                         *CURRENT SURVEY CONTROL
 ME0850  ___________________________________________________________________
 ME0850* NAD 83(1986)-  41 47 10.     (N)    086 44 35.     (W)     SCALED    
 ME0850* NAVD 88     -       198.812  (meters)     652.27   (feet)  ADJUSTED  
 ME0850  ___________________________________________________________________
 ME0850  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 ME0850  DYNAMIC HT  -         198.739 (meters)     652.03  (feet)  COMP
 ME0850  MODELED GRAV-     980,250.5   (mgal)                       NAVD 88
 ME0850
 ME0850  VERT ORDER  -  SECOND    CLASS 0
 ME0850
 ME0850.The horizontal coordinates were scaled from a topographic map and have
 ME0850.an estimated accuracy of +/- 6 seconds.
 ME0850
 ME0850.The orthometric height was determined by differential leveling
 ME0850.and adjusted by the National Geodetic Survey in June 1991..
 ME0850
 ME0850.The geoid height was determined by GEOID03.
 ME0850
 ME0850.The dynamic height is computed by dividing the NAVD 88
 ME0850.geopotential number by the normal gravity value computed on the
 ME0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0850.degrees latitude (g = 980.6199 gals.).
 ME0850
 ME0850.The modeled gravity was interpolated from observed gravity values.
 ME0850
 ME0850;                    North         East    Units  Estimated Accuracy
 ME0850;SPC MI S     -    34,570.    3,802,470.      MT  (+/- 180 meters Scaled)
 ME0850
 ME0850                          SUPERSEDED SURVEY CONTROL
 ME0850
 ME0850  NGVD 29 (??/??/92)  198.93   (m)          652.7    (f) COMPUTED    2 0
 ME0850
 ME0850.Superseded values are not recommended for survey control.
 ME0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0850.See file dsdata.txt to determine how the superseded data were derived.
 ME0850
 ME0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM213260(NAD 83)
 ME0850_MARKER: DB = BENCH MARK DISK
 ME0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0850_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0850_STAMPING: L 118 1934
 ME0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0850+STABILITY: SURFACE MOTION
 ME0850
 ME0850  HISTORY     - Date     Condition        Report By
 ME0850  HISTORY     - 1934     MONUMENTED       CGS
 ME0850
 ME0850                          STATION DESCRIPTION
 ME0850
 ME0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0850'AT NEW BUFFALO.
 ME0850'ON THE CHICAGO TO GRAND RAPIDS DIVISION OF THE PERE MARQUETTE RAILWAY,
 ME0850'8 RAILS SOUTHWEST OF THE COALING STATION OVER THE TRACKS, 32 YARDS
 ME0850'SOUTH OF THE ENTRANCE TO THE NEW BRICK STATION AT NEW BUFFALO, 20
 ME0850'YARDS SOUTHWEST OF THE RAILWAY TELEGRAPH POLE IN FRONT OF THE
 ME0850'STATION, 15 YARDS NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 ME0850'TRACK, A CONCRETE POST, 8 INCHES ABOVE THE GROUND.  A STANDARD
 ME0850'DISK, STAMPED L 118 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1038 ***********************************************************************
 RL1038  DESIGNATION -  L 119
 RL1038  PID         -  RL1038
 RL1038  STATE/COUNTY-  MI/GOGEBIC
 RL1038  USGS QUAD   -  IMP LAKE (1982)
 RL1038
 RL1038                         *CURRENT SURVEY CONTROL
 RL1038  ___________________________________________________________________
 RL1038* NAD 83(1986)-  46 13 54.     (N)    089 04 47.     (W)     SCALED    
 RL1038* NAVD 88     -       523.500  (meters)    1717.52   (feet)  ADJUSTED  
 RL1038  ___________________________________________________________________
 RL1038  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL1038  DYNAMIC HT  -         523.506 (meters)    1717.54  (feet)  COMP
 RL1038  MODELED GRAV-     980,608.9   (mgal)                       NAVD 88
 RL1038
 RL1038  VERT ORDER  -  SECOND    CLASS 0
 RL1038
 RL1038.The horizontal coordinates were scaled from a topographic map and have
 RL1038.an estimated accuracy of +/- 6 seconds.
 RL1038
 RL1038.The orthometric height was determined by differential leveling
 RL1038.and adjusted by the National Geodetic Survey in June 1991..
 RL1038
 RL1038.The geoid height was determined by GEOID03.
 RL1038
 RL1038.The dynamic height is computed by dividing the NAVD 88
 RL1038.geopotential number by the normal gravity value computed on the
 RL1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1038.degrees latitude (g = 980.6199 gals.).
 RL1038
 RL1038.The modeled gravity was interpolated from observed gravity values.
 RL1038
 RL1038;                    North         East    Units  Estimated Accuracy
 RL1038;SPC MI N     -   163,080.    7,839,610.      MT  (+/- 180 meters Scaled)
 RL1038
 RL1038                          SUPERSEDED SURVEY CONTROL
 RL1038
 RL1038  NGVD 29 (??/??/92)  523.518  (m)         1717.58   (f) ADJ UNCH    2 0
 RL1038
 RL1038.Superseded values are not recommended for survey control.
 RL1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1038.See file dsdata.txt to determine how the superseded data were derived.
 RL1038
 RL1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS396218(NAD 83)
 RL1038_MARKER: DB = BENCH MARK DISK
 RL1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1038_STAMPING: L 119 1948
 RL1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1038+STABILITY: SURFACE MOTION
 RL1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1038+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000
 RL1038
 RL1038  HISTORY     - Date     Condition        Report By
 RL1038  HISTORY     - 1948     MONUMENTED       CGS
 RL1038  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL1038  HISTORY     - 20000621 GOOD             MIDT
 RL1038  HISTORY     - 20050606 GOOD             USPSQD
 RL1038
 RL1038                          STATION DESCRIPTION
 RL1038
 RL1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1038'5.5 MI SE FROM WATERSMEET.
 RL1038'ABOUT 5.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM ITS
 RL1038'INTERSECTION WITH U.S. HIGHWAY 45 AT WATERSMEET, AT THE JUNCTION
 RL1038'OF A ROAD LEADING SOUTH TO IMP LAKE AND LOOKOUT TOWER, 62 FEET
 RL1038'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 96 FEET WEST OF THE
 RL1038'CENTER OF THE JUNCTION OF THE ROAD SOUTH, 13 FEET NORTHWEST
 RL1038'OF A TELEPHONE POLE, 9 FEET NORTHWEST OF A 24-INCH SPRUCE TREE,
 RL1038'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 RL1038'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1038
 RL1038                          STATION RECOVERY (1988)
 RL1038
 RL1038'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1038'MARK NOT FOUND.
 RL1038
 RL1038                          STATION RECOVERY (2000)
 RL1038
 RL1038'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL1038'5.4 MI SE OF WATERSMEET, 0.35 MI SE OF MILE MARKER NO.59, AT USFS RD
 RL1038'NO.3978 S TO IMP LAKE.  FROM JUNCTION OF US-45, FOLLOW US-2 SE 5.4 MI
 RL1038'TO MARK ON RIGHT.  102 FT W OF THE C/L OF RD S, 62 FT SW OF C/L HWY 2,
 RL1038'1 FT SW OF WITNESS POST, 0.7 FT ABOVE LEVEL WITH HWY AND 0.1 FT ABOVE
 RL1038'LEVEL WITH THE GROUND.
 RL1038
 RL1038                          STATION RECOVERY (2005)
 RL1038
 RL1038'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL1038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0122 ***********************************************************************
 QK0122  DESIGNATION -  L 12
 QK0122  PID         -  QK0122
 QK0122  STATE/COUNTY-  MI/CHEBOYGAN
 QK0122  USGS QUAD   -  WOLVERINE (1986)
 QK0122
 QK0122                         *CURRENT SURVEY CONTROL
 QK0122  ___________________________________________________________________
 QK0122* NAD 83(1986)-  45 19 00.     (N)    084 37 22.     (W)     SCALED    
 QK0122* NAVD 88     -       220.273  (meters)     722.68   (feet)  POSTED    
 QK0122  ___________________________________________________________________
 QK0122  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QK0122  DYNAMIC HT  -         220.270 (meters)     722.67  (feet)  COMP
 QK0122  MODELED GRAV-     980,586.5   (mgal)                       NAVD 88
 QK0122
 QK0122  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 QK0122
 QK0122.The horizontal coordinates were scaled from a topographic map and have
 QK0122.an estimated accuracy of +/- 6 seconds.
 QK0122
 QK0122.The orthometric height was determined by differential leveling
 QK0122.and adjusted by the National Geodetic Survey in 1992..
 QK0122.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 QK0122.rate of 2.1 thru 3.0 mm/km.
 QK0122
 QK0122.The geoid height was determined by GEOID03.
 QK0122
 QK0122.The dynamic height is computed by dividing the NAVD 88
 QK0122.geopotential number by the normal gravity value computed on the
 QK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0122.degrees latitude (g = 980.6199 gals.).
 QK0122
 QK0122.The modeled gravity was interpolated from observed gravity values.
 QK0122
 QK0122;                    North         East    Units  Estimated Accuracy
 QK0122;SPC MI C     -   222,270.    5,979,920.      MT  (+/- 180 meters Scaled)
 QK0122
 QK0122                          SUPERSEDED SURVEY CONTROL
 QK0122
 QK0122  NGVD 29 (??/??/92)  220.318  (m)          722.83   (f) ADJ UNCH    1 2
 QK0122
 QK0122.Superseded values are not recommended for survey control.
 QK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0122.See file dsdata.txt to determine how the superseded data were derived.
 QK0122
 QK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR863208(NAD 83)
 QK0122_MARKER: DB = BENCH MARK DISK
 QK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0122_STAMPING: L 12 1916 722.827
 QK0122_MARK LOGO: CGS   
 QK0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0122+STABILITY: SURFACE MOTION
 QK0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0122+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1992
 QK0122
 QK0122  HISTORY     - Date     Condition        Report By
 QK0122  HISTORY     - 1916     MONUMENTED       CGS
 QK0122  HISTORY     - 1934     GOOD             NGS
 QK0122  HISTORY     - 19920622 GOOD             MIDT
 QK0122
 QK0122                          STATION DESCRIPTION
 QK0122
 QK0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0122'AT RONDO.
 QK0122'AT RONDO, CHEBOYGAN COUNTY, ON THE MICHIGAN CENTRAL RAILROAD,
 QK0122'0.5 MILE SOUTH OF MILEPOST 40, AT A ROAD CROSSING, 50 FEET SOUTH
 QK0122'OF THE CENTERLINE OF THE ROAD, 58.5 FEET WEST OF THE WEST RAIL,
 QK0122'AND IN A CLUMP OF LILAC BRUSH.  A STANDARD DISK, STAMPED ELEV.
 QK0122'722.827 FT. L 12 1916 AND SET IN THE TOP OF A CONCRETE POST
 QK0122'PROJECTING 6 INCHES ABOVE GROUND.
 QK0122
 QK0122                          STATION RECOVERY (1992)
 QK0122
 QK0122'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0122'IN THE SOUTHWEST 1/4 OF SECTION 24, T-34-N, R-3-W, ELLIS TOWNSHIP,
 QK0122'ABOUT 10.0 MILES (16.1 KM) SOUTHEAST OF ALANSON, ABOUT 6-1/2 MILES
 QK0122'SOUTH OF INDIAN RIVER, ABOUT 3.0 MILES (4.8 KM) NORTH OF WOLVERINE. TO
 QK0122'REACH FROM THE INTERSECTION OF STATE HIGHWAY M-68 AND STRAIGHTS
 QK0122'HIGHWAY (OLD US HIGHWAY 27) ON THE SOUTH SIDE OF INDIAN RIVER, GO
 QK0122'SOUTH ALONG STRAIGHTS HIGHWAY FOR 5.72 MILES (9.21 KM) TO RONDO ROAD A
 QK0122'T ROAD LEFT.  TURN LEFT AND GO 460 FEET (140.2 M) TO STATION ON RIGHT
 QK0122'IN TREES, A CONCRETE POST PROJECTING 8-INCHES ABOVE THE GROUND
 QK0122'SURFACE.  IT IS 58.5 FEET (17.8 M) WEST OF THE WEST RAIL, 53 FEET
 QK0122'(16.2 M) SOUTH OF THE CENTER OF RONDO ROAD.  NO WITNESS POST SET, SO
 QK0122'AS NOT TO DRAW ATTENTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1026 ***********************************************************************
 RL1026  DESIGNATION -  L 120
 RL1026  PID         -  RL1026
 RL1026  STATE/COUNTY-  MI/GOGEBIC
 RL1026  USGS QUAD   -  IMP LAKE (1982)
 RL1026
 RL1026                         *CURRENT SURVEY CONTROL
 RL1026  ___________________________________________________________________
 RL1026* NAD 83(1986)-  46 10 13.     (N)    089 05 22.     (W)     SCALED    
 RL1026* NAVD 88     -       519.991  (meters)    1706.00   (feet)  ADJUSTED  
 RL1026  ___________________________________________________________________
 RL1026  GEOID HEIGHT-         -31.40  (meters)                     GEOID03
 RL1026  DYNAMIC HT  -         519.995 (meters)    1706.02  (feet)  COMP
 RL1026  MODELED GRAV-     980,606.0   (mgal)                       NAVD 88
 RL1026
 RL1026  VERT ORDER  -  SECOND    CLASS 0
 RL1026
 RL1026.The horizontal coordinates were scaled from a topographic map and have
 RL1026.an estimated accuracy of +/- 6 seconds.
 RL1026
 RL1026.The orthometric height was determined by differential leveling
 RL1026.and adjusted by the National Geodetic Survey in June 1991..
 RL1026
 RL1026.The geoid height was determined by GEOID03.
 RL1026
 RL1026.The dynamic height is computed by dividing the NAVD 88
 RL1026.geopotential number by the normal gravity value computed on the
 RL1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1026.degrees latitude (g = 980.6199 gals.).
 RL1026
 RL1026.The modeled gravity was interpolated from observed gravity values.
 RL1026
 RL1026;                    North         East    Units  Estimated Accuracy
 RL1026;SPC MI N     -   156,280.    7,838,680.      MT  (+/- 180 meters Scaled)
 RL1026
 RL1026                          SUPERSEDED SURVEY CONTROL
 RL1026
 RL1026  NGVD 29 (??/??/92)  520.008  (m)         1706.06   (f) ADJ UNCH    2 0
 RL1026
 RL1026.Superseded values are not recommended for survey control.
 RL1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1026.See file dsdata.txt to determine how the superseded data were derived.
 RL1026
 RL1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS387150(NAD 83)
 RL1026_MARKER: DB = BENCH MARK DISK
 RL1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1026_STAMPING: L 120 1948
 RL1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1026+STABILITY: SURFACE MOTION
 RL1026
 RL1026  HISTORY     - Date     Condition        Report By
 RL1026  HISTORY     - 1948     MONUMENTED       CGS
 RL1026  HISTORY     - 20050425 MARK NOT FOUND   GEOCAC
 RL1026
 RL1026                          STATION DESCRIPTION
 RL1026
 RL1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1026'6.8 MI E FROM LAND O LAKES.
 RL1026'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1026'OF COUNTY HIGHWAY B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1026'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD
 RL1026'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, AT THE JUNCTION
 RL1026'OF A ROAD EAST, ABOUT 0.55 MILE SOUTH-SOUTHEAST OF THE
 RL1026'JUNCTION OF A ROAD NORTH, 23 FEET NORTH OF THE CENTER LINE OF THE
 RL1026'ROAD EAST, 107 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH
 RL1026'TO INDIAN VILLAGE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RL1026'POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A CONCRETE
 RL1026'POST PROJECTING 4 INCHES.
 RL1026
 RL1026                          STATION RECOVERY (2005)
 RL1026
 RL1026'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1026'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925.
 RL1026' 
 RL1026'THE JUNCTION IS WITH FR 3925 AND THE MAIN ROAD IS INDIAN VILLAGE RD.
 RL1026'IT IS NOW BLACKTOP AND ABOUT 3 FT HIGHER IN GRADE.  THE SITE LOCATION
 RL1026'HAS BEEN GRADED ALONG FR 3925.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1681 ***********************************************************************
 RL1681  DESIGNATION -  L 121 RESET
 RL1681  PID         -  RL1681
 RL1681  STATE/COUNTY-  MI/IRON
 RL1681  USGS QUAD   -  GOLDEN LAKE (1981)
 RL1681
 RL1681                         *CURRENT SURVEY CONTROL
 RL1681  ___________________________________________________________________
 RL1681* NAD 83(1986)-  46 10 00.     (N)    088 52 51.     (W)     SCALED    
 RL1681* NAVD 88     -       485.29   (meters)    1592.2    (feet)  RESET     
 RL1681  ___________________________________________________________________
 RL1681  GEOID HEIGHT-         -31.64  (meters)                     GEOID03
 RL1681
 RL1681  VERT ORDER  -  THIRD
 RL1681
 RL1681.The horizontal coordinates were scaled from a topographic map and have
 RL1681.an estimated accuracy of +/- 6 seconds.
 RL1681
 RL1681.The orthometric height was computed from unverified reset data.
 RL1681.No vertical observational check was made to the station.
 RL1681
 RL1681.The geoid height was determined by GEOID03.
 RL1681
 RL1681;                    North         East    Units  Estimated Accuracy
 RL1681;SPC MI N     -   155,470.    7,854,770.      MT  (+/- 180 meters Scaled)
 RL1681
 RL1681                          SUPERSEDED SURVEY CONTROL
 RL1681
 RL1681  NGVD 29 (03/27/06)  485.31   (m)         1592.2    (f) RESET       3  
 RL1681
 RL1681.Superseded values are not recommended for survey control.
 RL1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1681.See file dsdata.txt to determine how the superseded data were derived.
 RL1681
 RL1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS548142(NAD 83)
 RL1681_MARKER: DV = VERTICAL CONTROL DISK
 RL1681_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RL1681_SP_SET: BRIDGE RAILING
 RL1681_STAMPING: L 121 RESET 1985
 RL1681_MARK LOGO: NGS   
 RL1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1681+STABILITY: SURFACE MOTION
 RL1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1681+SATELLITE: SATELLITE OBSERVATIONS - 1985
 RL1681
 RL1681  HISTORY     - Date     Condition        Report By
 RL1681  HISTORY     - 1985     MONUMENTED       MIDT
 RL1681  HISTORY     - 20020613 GOOD             USPSQD
 RL1681
 RL1681                          STATION DESCRIPTION
 RL1681
 RL1681'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 RL1681'ABOUT 0.45 MI (0.72 KM) NORTH ALONG NATIONAL FOREST HIGHWAY 16 FROM
 RL1681'THE JUNCTION OF U.S. HIGHWAY 2, 4.6 MI (7.4 KM) SOUTH OF THE SOUTH
 RL1681'BRANCH OF THE PAINT RIVER AT ELMWOOD, IN TOP OF THE SOUTHWEST
 RL1681'CONCRETE RAILING OF THE BRIDGE OVER COOKS RUN, 21 FT (6.4 M) WEST OF
 RL1681'THE CENTERLINE OF NATIONAL FOREST HIGHWAY 16, AND ABOUT 45 INCHES
 RL1681'ABOVE THE HIGHWAY.
 RL1681
 RL1681                          STATION RECOVERY (2002)
 RL1681
 RL1681'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL1681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0975 ***********************************************************************
 RL0975  DESIGNATION -  L 122
 RL0975  PID         -  RL0975
 RL0975  STATE/COUNTY-  MI/ONTONAGON
 RL0975  USGS QUAD   -  
 RL0975
 RL0975                         *CURRENT SURVEY CONTROL
 RL0975  ___________________________________________________________________
 RL0975* NAD 83(1986)-  46 24 21.     (N)    089 02 59.     (W)     SCALED    
 RL0975* NAVD 88     -       478.246  (meters)    1569.05   (feet)  ADJUSTED  
 RL0975  ___________________________________________________________________
 RL0975  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 RL0975  DYNAMIC HT  -         478.259 (meters)    1569.09  (feet)  COMP
 RL0975  MODELED GRAV-     980,626.1   (mgal)                       NAVD 88
 RL0975
 RL0975  VERT ORDER  -  SECOND    CLASS 0
 RL0975
 RL0975.The horizontal coordinates were scaled from a topographic map and have
 RL0975.an estimated accuracy of +/- 6 seconds.
 RL0975
 RL0975.The orthometric height was determined by differential leveling
 RL0975.and adjusted by the National Geodetic Survey in June 1991..
 RL0975
 RL0975.The geoid height was determined by GEOID03.
 RL0975
 RL0975.The dynamic height is computed by dividing the NAVD 88
 RL0975.geopotential number by the normal gravity value computed on the
 RL0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0975.degrees latitude (g = 980.6199 gals.).
 RL0975
 RL0975.The modeled gravity was interpolated from observed gravity values.
 RL0975
 RL0975;                    North         East    Units  Estimated Accuracy
 RL0975;SPC MI N     -   182,370.    7,842,420.      MT  (+/- 180 meters Scaled)
 RL0975
 RL0975                          SUPERSEDED SURVEY CONTROL
 RL0975
 RL0975  NGVD 29 (??/??/92)  478.264  (m)         1569.10   (f) ADJ UNCH    2 0
 RL0975
 RL0975.Superseded values are not recommended for survey control.
 RL0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0975.See file dsdata.txt to determine how the superseded data were derived.
 RL0975
 RL0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS424411(NAD 83)
 RL0975_MARKER: DB = BENCH MARK DISK
 RL0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0975_STAMPING: L 122 1948
 RL0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0975+STABILITY: SURFACE MOTION
 RL0975
 RL0975  HISTORY     - Date     Condition        Report By
 RL0975  HISTORY     - 1948     MONUMENTED       CGS
 RL0975  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0975  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0975  HISTORY     - 20040526 MARK NOT FOUND   GEOCAC
 RL0975
 RL0975                          STATION DESCRIPTION
 RL0975
 RL0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0975'2 MI SE FROM CALDERWOOD.
 RL0975'ABOUT 2.05 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD FROM THE
 RL0975'ROAD JUNCTION AT CALDERWOOD, AT THE OUTSIDE OF A SHARP CURVE
 RL0975'WITH TANGENTS SOUTHWEST AND SOUTHEAST, AND THE JUNCTION OF A
 RL0975'DIM WOODS ROAD LEADING NORTHEAST, 23 FEET NORTH OF THE CENTER
 RL0975'LINE OF THE ROAD, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0975'DIM TRAIL, 16 FEET SOUTHEAST OF THE PROLONGED CENTER LINE OF THE
 RL0975'SOUTHWEST TANGENT, 5.5 FEET SOUTHEAST OF A SMALL PINE TREE,
 RL0975'2.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0975'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0975'2 INCHES.
 RL0975
 RL0975                          STATION RECOVERY (1978)
 RL0975
 RL0975'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0975'MARK NOT FOUND.
 RL0975
 RL0975                          STATION RECOVERY (1985)
 RL0975
 RL0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0975'MARK NOT FOUND.
 RL0975
 RL0975                          STATION RECOVERY (2004)
 RL0975
 RL0975'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0975'DIM ROAD NORTHEAST HAS BEEN WIDENED.  REFERENCES PLACE MARK IN GRADED
 RL0975'AREA.    MARK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0324 ***********************************************************************
 RL0324  DESIGNATION -  L 123
 RL0324  PID         -  RL0324
 RL0324  STATE/COUNTY-  MI/HOUGHTON
 RL0324  USGS QUAD   -  
 RL0324
 RL0324                         *CURRENT SURVEY CONTROL
 RL0324  ___________________________________________________________________
 RL0324* NAD 83(1986)-  46 26 01.     (N)    088 53 29.     (W)     SCALED    
 RL0324* NAVD 88     -       464.041  (meters)    1522.44   (feet)  ADJUSTED  
 RL0324  ___________________________________________________________________
 RL0324  GEOID HEIGHT-         -32.08  (meters)                     GEOID03
 RL0324  DYNAMIC HT  -         464.055 (meters)    1522.49  (feet)  COMP
 RL0324  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RL0324
 RL0324  VERT ORDER  -  SECOND    CLASS 0
 RL0324
 RL0324.The horizontal coordinates were scaled from a topographic map and have
 RL0324.an estimated accuracy of +/- 6 seconds.
 RL0324
 RL0324.The orthometric height was determined by differential leveling
 RL0324.and adjusted by the National Geodetic Survey in June 1991..
 RL0324
 RL0324.The geoid height was determined by GEOID03.
 RL0324
 RL0324.The dynamic height is computed by dividing the NAVD 88
 RL0324.geopotential number by the normal gravity value computed on the
 RL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0324.degrees latitude (g = 980.6199 gals.).
 RL0324
 RL0324.The modeled gravity was interpolated from observed gravity values.
 RL0324
 RL0324;                    North         East    Units  Estimated Accuracy
 RL0324;SPC MI N     -   185,150.    7,854,660.      MT  (+/- 180 meters Scaled)
 RL0324
 RL0324                          SUPERSEDED SURVEY CONTROL
 RL0324
 RL0324  NGVD 29 (??/??/92)  464.056  (m)         1522.49   (f) ADJ UNCH    2 0
 RL0324
 RL0324.Superseded values are not recommended for survey control.
 RL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0324.See file dsdata.txt to determine how the superseded data were derived.
 RL0324
 RL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS546439(NAD 83)
 RL0324_MARKER: DB = BENCH MARK DISK
 RL0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0324_STAMPING: L 123 1948
 RL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0324+STABILITY: SURFACE MOTION
 RL0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0324+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 RL0324
 RL0324  HISTORY     - Date     Condition        Report By
 RL0324  HISTORY     - 1948     MONUMENTED       CGS
 RL0324  HISTORY     - 1985     GOOD             NGS
 RL0324  HISTORY     - 20040601 GOOD             GEOCAC
 RL0324
 RL0324                          STATION DESCRIPTION
 RL0324
 RL0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0324'3.8 MI S FROM KENTON.
 RL0324'3.8 MILES SOUTH ALONG FOREST SERVICE HIGHWAY NO. 16 FROM THE
 RL0324'POST OFFICE AT KENTON, ABOUT 1.1 MILES NORTH OF THE HOUGHTON-IRON
 RL0324'COUNTY LINE, 35 YARDS SOUTHWEST OF THE TOP OF A GRADE AND AT
 RL0324'A LARGE CLEARING IN WOODS, 44 FEET WEST OF THE CENTER LINE OF
 RL0324'THE HIGHWAY, 16 FEET NORTH-NORTHEAST OF A MULTIPLE MAPLE TREE,
 RL0324'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 0.5 FOOT ABOVE
 RL0324'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 RL0324'INCHES.
 RL0324
 RL0324                          STATION RECOVERY (1985)
 RL0324
 RL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0324'RECOVERED IN GOOD CONDITION.
 RL0324
 RL0324                          STATION RECOVERY (2004)
 RL0324
 RL0324'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0324'DGPS POSITION
 RL0324'NAD 83(1986)- 46 26 00.8 N) - 088 53 29.9 (W) GARMIN GPS V
 RL0324' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0414 ***********************************************************************
 RL0414  DESIGNATION -  L 124
 RL0414  PID         -  RL0414
 RL0414  STATE/COUNTY-  MI/IRON
 RL0414  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0414
 RL0414                         *CURRENT SURVEY CONTROL
 RL0414  ___________________________________________________________________
 RL0414* NAD 83(1986)-  46 07 25.     (N)    088 48 55.     (W)     SCALED    
 RL0414* NAVD 88     -       514.729  (meters)    1688.74   (feet)  ADJUSTED  
 RL0414  ___________________________________________________________________
 RL0414  GEOID HEIGHT-         -31.77  (meters)                     GEOID03
 RL0414  DYNAMIC HT  -         514.733 (meters)    1688.75  (feet)  COMP
 RL0414  MODELED GRAV-     980,605.7   (mgal)                       NAVD 88
 RL0414
 RL0414  VERT ORDER  -  SECOND    CLASS 0
 RL0414
 RL0414.The horizontal coordinates were scaled from a topographic map and have
 RL0414.an estimated accuracy of +/- 6 seconds.
 RL0414
 RL0414.The orthometric height was determined by differential leveling
 RL0414.and adjusted by the National Geodetic Survey in June 1991..
 RL0414
 RL0414.The geoid height was determined by GEOID03.
 RL0414
 RL0414.The dynamic height is computed by dividing the NAVD 88
 RL0414.geopotential number by the normal gravity value computed on the
 RL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0414.degrees latitude (g = 980.6199 gals.).
 RL0414
 RL0414.The modeled gravity was interpolated from observed gravity values.
 RL0414
 RL0414;                    North         East    Units  Estimated Accuracy
 RL0414;SPC MI N     -   150,570.    7,859,720.      MT  (+/- 180 meters Scaled)
 RL0414
 RL0414                          SUPERSEDED SURVEY CONTROL
 RL0414
 RL0414  NGVD 29 (??/??/92)  514.737  (m)         1688.77   (f) ADJ UNCH    2 0
 RL0414
 RL0414.Superseded values are not recommended for survey control.
 RL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0414.See file dsdata.txt to determine how the superseded data were derived.
 RL0414
 RL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS597093(NAD 83)
 RL0414_MARKER: DB = BENCH MARK DISK
 RL0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0414_STAMPING: L 124 1948
 RL0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0414+STABILITY: SURFACE MOTION
 RL0414
 RL0414  HISTORY     - Date     Condition        Report By
 RL0414  HISTORY     - 1948     MONUMENTED       CGS
 RL0414  HISTORY     - 20020618 MARK NOT FOUND   USPSQD
 RL0414  HISTORY     - 20050428 POOR             GEOCAC
 RL0414
 RL0414                          STATION DESCRIPTION
 RL0414
 RL0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0414'4.5 MI SW FROM BEECHWOOD.
 RL0414'4.5 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING OF
 RL0414'THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT 2.05
 RL0414'MILES SOUTHWEST OF BENTON CHURCH, 135 YARDS EAST OF THE TOP OF A
 RL0414'GRADE, AT THE JUNCTION OF A TRAIL LEADING NORTH, 32 FEET NORTH
 RL0414'OF THE CENTER LINE OF THE ROAD, 11.5 FEET WEST OF A TRAIL
 RL0414'LEADING NORTH, 37 FEET EAST OF A 20-INCH BASSWOOD TREE, 2.5 FEET
 RL0414'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 RL0414'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0414
 RL0414                          STATION RECOVERY (2002)
 RL0414
 RL0414'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0414'MARK NOT FOUND.
 RL0414
 RL0414                          STATION RECOVERY (2005)
 RL0414
 RL0414'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0414'NAD 83(1986)-  46 07 25.0 (N)    088 4 55.4 (W)   HANDHELD GPS
 RL0414' 
 RL0414'ABOUT 3.8 MILES SOUTH ALONG COUNTY ROAD 436 FROM ITS JUNCTION WITH US
 RL0414'HWY 2 AT BEECHWOOD TO MARK ON THE RIGHT NEAR CENTER OF A POWER LINE.
 RL0414' 
 RL0414' 
 RL0414'A LARGE PORTION OF THE TOP OF POST IS BROKEN AWAY AS IF SOMETHING HAS
 RL0414'DRIVEN OVER THE EDGE.  NOTE - - IT IS 23 FT WEST OF A 2 TRACK TRAIL
 RL0414'NORTH AND IN A WETLANDS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0469 ***********************************************************************
 RL0469  DESIGNATION -  L 125
 RL0469  PID         -  RL0469
 RL0469  STATE/COUNTY-  MI/IRON
 RL0469  USGS QUAD   -  SUNSET LAKE (1975)
 RL0469
 RL0469                         *CURRENT SURVEY CONTROL
 RL0469  ___________________________________________________________________
 RL0469* NAD 83(1986)-  46 08 30.     (N)    088 30 58.     (W)     SCALED    
 RL0469* NAVD 88     -       478.837  (meters)    1570.98   (feet)  ADJUSTED  
 RL0469  ___________________________________________________________________
 RL0469  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 RL0469  DYNAMIC HT  -         478.843 (meters)    1571.00  (feet)  COMP
 RL0469  MODELED GRAV-     980,611.9   (mgal)                       NAVD 88
 RL0469
 RL0469  VERT ORDER  -  SECOND    CLASS 0
 RL0469
 RL0469.The horizontal coordinates were scaled from a topographic map and have
 RL0469.an estimated accuracy of +/- 6 seconds.
 RL0469
 RL0469.The orthometric height was determined by differential leveling
 RL0469.and adjusted by the National Geodetic Survey in June 1991..
 RL0469
 RL0469.The geoid height was determined by GEOID03.
 RL0469
 RL0469.The dynamic height is computed by dividing the NAVD 88
 RL0469.geopotential number by the normal gravity value computed on the
 RL0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0469.degrees latitude (g = 980.6199 gals.).
 RL0469
 RL0469.The modeled gravity was interpolated from observed gravity values.
 RL0469
 RL0469;                    North         East    Units  Estimated Accuracy
 RL0469;SPC MI N     -   152,090.    7,882,880.      MT  (+/- 180 meters Scaled)
 RL0469
 RL0469                          SUPERSEDED SURVEY CONTROL
 RL0469
 RL0469  NGVD 29 (??/??/92)  478.824  (m)         1570.94   (f) ADJ UNCH    2 0
 RL0469
 RL0469.Superseded values are not recommended for survey control.
 RL0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0469.See file dsdata.txt to determine how the superseded data were derived.
 RL0469
 RL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS829109(NAD 83)
 RL0469_MARKER: DB = BENCH MARK DISK
 RL0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0469_STAMPING: L 125 1948
 RL0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0469+STABILITY: SURFACE MOTION
 RL0469
 RL0469  HISTORY     - Date     Condition        Report By
 RL0469  HISTORY     - 1948     MONUMENTED       CGS
 RL0469  HISTORY     - 20020614 POOR             USPSQD
 RL0469
 RL0469                          STATION DESCRIPTION
 RL0469
 RL0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0469'8.2 MI SW FROM AMASA.
 RL0469'8.15 MILES SOUTHWEST ALONG COUNTY HIGHWAY 643 FROM ITS JUNCTION
 RL0469'WITH U.S. HIGHWAY 141 AT AMASA, ABOUT 2.1 MILES SOUTHWEST OF THE
 RL0469'BRIDGE OVER PAINT RIVER, ABOUT 0.2 MILE NORTHEAST OF THE TOP
 RL0469'OF A GRADE AND AT THE CROSSING OF A TRAIL NORTHWEST AND SOUTHEAST,
 RL0469'44 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET
 RL0469'SOUTHWEST OF THE CENTER LINE OF THE TRAIL NORTHWEST, 2 FEET
 RL0469'SOUTH OF THE WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0469'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0469
 RL0469                          STATION RECOVERY (2002)
 RL0469
 RL0469'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0469'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0366 ***********************************************************************
 RL0366  DESIGNATION -  L 126
 RL0366  PID         -  RL0366
 RL0366  STATE/COUNTY-  MI/IRON
 RL0366  USGS QUAD   -  PERCH LAKE (1985)
 RL0366
 RL0366                         *CURRENT SURVEY CONTROL
 RL0366  ___________________________________________________________________
 RL0366* NAD 83(1986)-  46 20 27.     (N)    088 43 24.     (W)     SCALED    
 RL0366* NAVD 88     -       483.947  (meters)    1587.75   (feet)  ADJUSTED  
 RL0366  ___________________________________________________________________
 RL0366  GEOID HEIGHT-         -32.04  (meters)                     GEOID03
 RL0366  DYNAMIC HT  -         483.961 (meters)    1587.80  (feet)  COMP
 RL0366  MODELED GRAV-     980,627.2   (mgal)                       NAVD 88
 RL0366
 RL0366  VERT ORDER  -  SECOND    CLASS 0
 RL0366
 RL0366.The horizontal coordinates were scaled from a topographic map and have
 RL0366.an estimated accuracy of +/- 6 seconds.
 RL0366
 RL0366.The orthometric height was determined by differential leveling
 RL0366.and adjusted by the National Geodetic Survey in June 1991..
 RL0366
 RL0366.The geoid height was determined by GEOID03.
 RL0366
 RL0366.The dynamic height is computed by dividing the NAVD 88
 RL0366.geopotential number by the normal gravity value computed on the
 RL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0366.degrees latitude (g = 980.6199 gals.).
 RL0366
 RL0366.The modeled gravity was interpolated from observed gravity values.
 RL0366
 RL0366;                    North         East    Units  Estimated Accuracy
 RL0366;SPC MI N     -   174,550.    7,867,350.      MT  (+/- 180 meters Scaled)
 RL0366
 RL0366                          SUPERSEDED SURVEY CONTROL
 RL0366
 RL0366  NGVD 29 (??/??/92)  483.952  (m)         1587.77   (f) ADJ UNCH    2 0
 RL0366
 RL0366.Superseded values are not recommended for survey control.
 RL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0366.See file dsdata.txt to determine how the superseded data were derived.
 RL0366
 RL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS673333(NAD 83)
 RL0366_MARKER: DB = BENCH MARK DISK
 RL0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0366_STAMPING: L 126 1948
 RL0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0366+STABILITY: SURFACE MOTION
 RL0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0366+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL0366
 RL0366  HISTORY     - Date     Condition        Report By
 RL0366  HISTORY     - 1948     MONUMENTED       CGS
 RL0366  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0366  HISTORY     - 20040802 GOOD             GEOCAC
 RL0366
 RL0366                          STATION DESCRIPTION
 RL0366
 RL0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0366'11 MI N FROM GIBBS CITY.
 RL0366'11.05 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM ITS
 RL0366'JUNCTION WITH COUNTY ROAD 657 AT GIBBS CITY, ABOUT 13.3 MILES
 RL0366'SOUTH ALONG A GRAVEL ROAD FROM THE DULUTH, SOUTH SHORE AND
 RL0366'ATLANTIC RAILWAY STATION AT SIDNAW, AT A CURVE IN THE MAIN ROAD
 RL0366'WITH TANGENTS SOUTH AND NORTHEAST AND THE JUNCTION OF A GRAVEL
 RL0366'ROAD SOUTHWEST TO WINSLOW LAKE, 42 FEET WEST OF THE SOUTH
 RL0366'TANGENT OF THE MAIN ROAD, 38 FEET SOUTHEAST OF THE CENTER LINE
 RL0366'OF THE ROAD SOUTHWEST AND THE PROLONGED CENTER LINE OF THE
 RL0366'NORTHEAST TANGENT OF THE MAIN ROAD, 8 FEET SOUTHWEST OF A
 RL0366'TRIANGULAR BLAZED 12-INCH CEDAR TREE, 12 FEET NORTHWEST OF A
 RL0366'14-INCH ELM TREE, 3.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 RL0366'POST, 1 FOOT ABOVE THE ROAD SOUTHWEST, ABOUT LEVEL WITH THE ROAD
 RL0366'SOUTH AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0366
 RL0366                          STATION RECOVERY (1997)
 RL0366
 RL0366'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0366'MARK NOT FOUND.
 RL0366
 RL0366                          STATION RECOVERY (2004)
 RL0366
 RL0366'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0366'NAD 83 -  46 20 27.8 (N) -  088 43 24.3 (W) GARMIN GPS V
 RL0366' 
 RL0366'MARK IS LOCATED S-SW OF THE JUNCTION, 1 FT WEST OF A METAL WITNESS
 RL0366'POST WITH SIGN ATTACHED.  NOTE-BLAZE IN CEDAR TREE (NOW ABOUT 18-IN)
 RL0366'IS STILL EVIDENT, ELM IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0315 ***********************************************************************
 RL0315  DESIGNATION -  L 127
 RL0315  PID         -  RL0315
 RL0315  STATE/COUNTY-  MI/IRON
 RL0315  USGS QUAD   -  PORTER LAKE (1985)
 RL0315
 RL0315                         *CURRENT SURVEY CONTROL
 RL0315  ___________________________________________________________________
 RL0315* NAD 83(1986)-  46 21 20.     (N)    088 36 08.     (W)     SCALED    
 RL0315* NAVD 88     -       459.860  (meters)    1508.72   (feet)  ADJUSTED  
 RL0315  ___________________________________________________________________
 RL0315  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 RL0315  DYNAMIC HT  -         459.873 (meters)    1508.77  (feet)  COMP
 RL0315  MODELED GRAV-     980,628.3   (mgal)                       NAVD 88
 RL0315
 RL0315  VERT ORDER  -  SECOND    CLASS 0
 RL0315
 RL0315.The horizontal coordinates were scaled from a topographic map and have
 RL0315.an estimated accuracy of +/- 6 seconds.
 RL0315
 RL0315.The orthometric height was determined by differential leveling
 RL0315.and adjusted by the National Geodetic Survey in June 1991..
 RL0315
 RL0315.The geoid height was determined by GEOID03.
 RL0315
 RL0315.The dynamic height is computed by dividing the NAVD 88
 RL0315.geopotential number by the normal gravity value computed on the
 RL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0315.degrees latitude (g = 980.6199 gals.).
 RL0315
 RL0315.The modeled gravity was interpolated from observed gravity values.
 RL0315
 RL0315;                    North         East    Units  Estimated Accuracy
 RL0315;SPC MI N     -   175,990.    7,876,700.      MT  (+/- 180 meters Scaled)
 RL0315
 RL0315                          SUPERSEDED SURVEY CONTROL
 RL0315
 RL0315  NGVD 29 (??/??/92)  459.852  (m)         1508.70   (f) ADJ UNCH    2 0
 RL0315
 RL0315.Superseded values are not recommended for survey control.
 RL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0315.See file dsdata.txt to determine how the superseded data were derived.
 RL0315
 RL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS767348(NAD 83)
 RL0315_MARKER: DB = BENCH MARK DISK
 RL0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0315_STAMPING: L 127 1948
 RL0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0315+STABILITY: SURFACE MOTION
 RL0315
 RL0315  HISTORY     - Date     Condition        Report By
 RL0315  HISTORY     - 1948     MONUMENTED       CGS
 RL0315  HISTORY     - 1982     POOR             USGS
 RL0315
 RL0315                          STATION DESCRIPTION
 RL0315
 RL0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0315'11.8 MI NE FROM GIBBS CITY.
 RL0315'6.25 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0315'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, THENCE ABOUT 3.2
 RL0315'MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO PERCH LAKE
 RL0315'LOOKOUT TOWER, THENCE ABOUT 2.4 MILES NORTHEAST ALONG A LOGGING
 RL0315'ROAD LEADING TO LINDAHLS CAMP AND THE NORTHWEST TIP OF CABLE
 RL0315'LAKE, ABOUT 0.15 MILE NORTHWEST OF THE NORTHWEST CORNER OF THE
 RL0315'NORTHWEST BAY OF CABLE LAKE, ABOUT 0.15 MILE EAST OF LINDAHLS
 RL0315'LOGGING CAMP, 49 FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH
 RL0315'MAPLE TREE WHICH IN GROWING ON A SMALL KNOLL, 6 FEET SOUTHEAST
 RL0315'OF A CROOKED 8-INCH GRAY BIRCH, 31 FEET SOUTHEAST OF THE CENTER
 RL0315'LINE OF THE LOGGING TRAIL, 29.5 FEET EAST OF A TRIANGULAR
 RL0315'BLAZED 10-INCH MAPLE TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 RL0315'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0315
 RL0315                          STATION RECOVERY (1982)
 RL0315
 RL0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0315'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0662 ***********************************************************************
 RL0662  DESIGNATION -  L 128
 RL0662  PID         -  RL0662
 RL0662  STATE/COUNTY-  MI/BARAGA
 RL0662  USGS QUAD   -  COVINGTON (1985)
 RL0662
 RL0662                         *CURRENT SURVEY CONTROL
 RL0662  ___________________________________________________________________
 RL0662* NAD 83(1986)-  46 36 16.     (N)    088 30 40.     (W)     SCALED    
 RL0662* NAVD 88     -       406.509  (meters)    1333.69   (feet)  ADJUSTED  
 RL0662  ___________________________________________________________________
 RL0662  GEOID HEIGHT-         -33.22  (meters)                     GEOID03
 RL0662  DYNAMIC HT  -         406.521 (meters)    1333.73  (feet)  COMP
 RL0662  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 RL0662
 RL0662  VERT ORDER  -  SECOND    CLASS 0
 RL0662
 RL0662.The horizontal coordinates were scaled from a topographic map and have
 RL0662.an estimated accuracy of +/- 6 seconds.
 RL0662
 RL0662.The orthometric height was determined by differential leveling
 RL0662.and adjusted by the National Geodetic Survey in June 1991..
 RL0662
 RL0662.The geoid height was determined by GEOID03.
 RL0662
 RL0662.The dynamic height is computed by dividing the NAVD 88
 RL0662.geopotential number by the normal gravity value computed on the
 RL0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0662.degrees latitude (g = 980.6199 gals.).
 RL0662
 RL0662.The modeled gravity was interpolated from observed gravity values.
 RL0662
 RL0662;                    North         East    Units  Estimated Accuracy
 RL0662;SPC MI N     -   203,510.    7,884,240.      MT  (+/- 180 meters Scaled)
 RL0662
 RL0662                          SUPERSEDED SURVEY CONTROL
 RL0662
 RL0662  NGVD 29 (??/??/92)  406.483  (m)         1333.60   (f) ADJ UNCH    2 0
 RL0662
 RL0662.Superseded values are not recommended for survey control.
 RL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0662.See file dsdata.txt to determine how the superseded data were derived.
 RL0662
 RL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS842623(NAD 83)
 RL0662_MARKER: DB = BENCH MARK DISK
 RL0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0662_STAMPING: L 128 1948
 RL0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0662+STABILITY: SURFACE MOTION
 RL0662
 RL0662  HISTORY     - Date     Condition        Report By
 RL0662  HISTORY     - 1948     MONUMENTED       CGS
 RL0662  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0662
 RL0662                          STATION DESCRIPTION
 RL0662
 RL0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0662'5.6 MI NE FROM COVINGTON.
 RL0662'0.75 MILE NORTHEAST ALONG U.S. HIGHWY 141 FROM THE STATION AT
 RL0662'COVINGTON, THENCE 4.9 MILES NORTH ALONG GRAVEL AND DIRT ROADS,
 RL0662'0.85 MILE NORTH OF A TURN IN THE ROAD WITH TANGENTS EXTENDING
 RL0662'WEST AND NORTH, AT THE JUNCTION OF THE MAIN NORTH-SOUTH TRAIL
 RL0662'WITH A TRAIL NORTHWEST, 14 FEET WEST OF THE CENTER LINE OF THE
 RL0662'ROAD NORTH, 23 FEET NORTHEAST OF THE CENTER LINE OF THE TRAIL
 RL0662'NORTHWEST, 40 FEET EAST AND ACROSS THE TRAIL NORTHWEST FROM A
 RL0662'24-INCH TRIANGULAR BLAZED HEMLOCK TREE, 4 FEET NORTHWEST OF A
 RL0662'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRAILS AND IN THE
 RL0662'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  THIS MARK MAY ALSO
 RL0662'BE REACHED FROM THE FORD MOTOR COMPANY PLATN AT ALBERTA BY
 RL0662'FOLLOWING AN OLD ABANDONED ROAD WEST AND SOUTH 2.6 MILES TO THE
 RL0662'END OF TRUCK TRAVEL AT A HUNTING CAMP ON PLUMBAGO CREEK, FORD
 RL0662'CREEK AND CONTINUE SOUTHWEST 1.6 MILES TO THE SITE OF THE MARK.
 RL0662
 RL0662                          STATION RECOVERY (1985)
 RL0662
 RL0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0660 ***********************************************************************
 RL0660  DESIGNATION -  L 129
 RL0660  PID         -  RL0660
 RL0660  STATE/COUNTY-  MI/BARAGA
 RL0660  USGS QUAD   -  BEAR TOWN (1985)
 RL0660
 RL0660                         *CURRENT SURVEY CONTROL
 RL0660  ___________________________________________________________________
 RL0660* NAD 83(1986)-  46 45 17.     (N)    088 30 39.     (W)     SCALED    
 RL0660* NAVD 88     -       189.453  (meters)     621.56   (feet)  ADJUSTED  
 RL0660  ___________________________________________________________________
 RL0660  GEOID HEIGHT-         -34.02  (meters)                     GEOID03
 RL0660  DYNAMIC HT  -         189.464 (meters)     621.60  (feet)  COMP
 RL0660  MODELED GRAV-     980,667.2   (mgal)                       NAVD 88
 RL0660
 RL0660  VERT ORDER  -  SECOND    CLASS 0
 RL0660
 RL0660.The horizontal coordinates were scaled from a topographic map and have
 RL0660.an estimated accuracy of +/- 6 seconds.
 RL0660
 RL0660.The orthometric height was determined by differential leveling
 RL0660.and adjusted by the National Geodetic Survey in June 1991..
 RL0660
 RL0660.The geoid height was determined by GEOID03.
 RL0660
 RL0660.The dynamic height is computed by dividing the NAVD 88
 RL0660.geopotential number by the normal gravity value computed on the
 RL0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0660.degrees latitude (g = 980.6199 gals.).
 RL0660
 RL0660.The modeled gravity was interpolated from observed gravity values.
 RL0660
 RL0660;                    North         East    Units  Estimated Accuracy
 RL0660;SPC MI N     -   220,210.    7,884,580.      MT  (+/- 180 meters Scaled)
 RL0660
 RL0660                          SUPERSEDED SURVEY CONTROL
 RL0660
 RL0660  NGVD 29 (??/??/92)  189.432  (m)          621.49   (f) ADJ UNCH    2 0
 RL0660
 RL0660.Superseded values are not recommended for survey control.
 RL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0660.See file dsdata.txt to determine how the superseded data were derived.
 RL0660
 RL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS846790(NAD 83)
 RL0660_MARKER: DB = BENCH MARK DISK
 RL0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0660_STAMPING: L 129 1948
 RL0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0660+STABILITY: SURFACE MOTION
 RL0660
 RL0660  HISTORY     - Date     Condition        Report By
 RL0660  HISTORY     - 1948     MONUMENTED       CGS
 RL0660  HISTORY     - 20001106 MARK NOT FOUND   MIDT
 RL0660
 RL0660                          STATION DESCRIPTION
 RL0660
 RL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0660'0.6 MI SW FROM BARAGA.
 RL0660'0.65 MILE SOUTHWEST ALONG A SAND ROAD FROM ITS JUNCTION WITH
 RL0660'U.S. HIGHWAY 41 AT THE SOUTHEAST END OF BARAGA STATE PARK AT
 RL0660'BARAGA, ABOUT 0.5 MILE SOUTHWEST OF THE CROSSING OF THE DULUTH,
 RL0660'SOUTH SHORE AND ATLANTIC RAILWAY, AT THE EAST END OF A SAND
 RL0660'PIT AND THE JUNCTION OF A TRAIL SOTUHWEST INTO SAND PIT, 44 FEET
 RL0660'SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET SOUTHEAST OF THE
 RL0660'CENTER LINE OF THE TRAIL, 59 FEET NORTHWEST OF A 24-INCH PINE
 RL0660'TREE, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 RL0660'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0660'4 INCHES.
 RL0660
 RL0660                          STATION RECOVERY (2000)
 RL0660
 RL0660'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0660'MUCH EARTHWORK HAS BEEN DONE AT THIS LOCATION FOR THE CONSTRUCTION OF
 RL0660'SEWAGE LAGOONS FOR THE CITY OF BARAGA.  NO REFERNCES COULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1267 ***********************************************************************
 RL1267  DESIGNATION -  L 131
 RL1267  PID         -  RL1267
 RL1267  STATE/COUNTY-  MI/ONTONAGON
 RL1267  USGS QUAD   -  GOGEBIC (1982)
 RL1267
 RL1267                         *CURRENT SURVEY CONTROL
 RL1267  ___________________________________________________________________
 RL1267* NAD 83(1986)-  46 35 11.     (N)    089 35 52.     (W)     SCALED    
 RL1267* NAVD 88     -       398.658  (meters)    1307.93   (feet)  ADJUSTED  
 RL1267  ___________________________________________________________________
 RL1267  GEOID HEIGHT-         -30.87  (meters)                     GEOID03
 RL1267  DYNAMIC HT  -         398.687 (meters)    1308.03  (feet)  COMP
 RL1267  MODELED GRAV-     980,675.4   (mgal)                       NAVD 88
 RL1267
 RL1267  VERT ORDER  -  FIRST     CLASS II
 RL1267
 RL1267.The horizontal coordinates were scaled from a topographic map and have
 RL1267.an estimated accuracy of +/- 6 seconds.
 RL1267
 RL1267.The orthometric height was determined by differential leveling
 RL1267.and adjusted by the National Geodetic Survey in June 1991..
 RL1267
 RL1267.The geoid height was determined by GEOID03.
 RL1267
 RL1267.The dynamic height is computed by dividing the NAVD 88
 RL1267.geopotential number by the normal gravity value computed on the
 RL1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1267.degrees latitude (g = 980.6199 gals.).
 RL1267
 RL1267.The modeled gravity was interpolated from observed gravity values.
 RL1267
 RL1267;                    North         East    Units  Estimated Accuracy
 RL1267;SPC MI N     -   203,660.    7,800,960.      MT  (+/- 180 meters Scaled)
 RL1267
 RL1267                          SUPERSEDED SURVEY CONTROL
 RL1267
 RL1267  NGVD 29 (??/??/92)  398.668  (m)         1307.96   (f) ADJ UNCH    1 2
 RL1267
 RL1267.Superseded values are not recommended for survey control.
 RL1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1267.See file dsdata.txt to determine how the superseded data were derived.
 RL1267
 RL1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS009624(NAD 83)
 RL1267_MARKER: DB = BENCH MARK DISK
 RL1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1267_STAMPING: L 131 1948
 RL1267_MARK LOGO: CGS   
 RL1267_PROJECTION: PROJECTING 5 CENTIMETERS
 RL1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1267+STABILITY: SURFACE MOTION
 RL1267
 RL1267  HISTORY     - Date     Condition        Report By
 RL1267  HISTORY     - 1948     MONUMENTED       CGS
 RL1267  HISTORY     - 1978     GOOD             USGS
 RL1267  HISTORY     - 1985     GOOD             NGS
 RL1267  HISTORY     - 1987     GOOD             USPSQD
 RL1267  HISTORY     - 1989     GOOD             USPSQD
 RL1267  HISTORY     - 19950613 MARK NOT FOUND   USPSQD
 RL1267  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RL1267
 RL1267                          STATION DESCRIPTION
 RL1267
 RL1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1267'1.4 MI W FROM BERGLAND.
 RL1267'ABOUT 1.4 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL1267'RAILWAY FROM THE STATION AT BERGLAND, ABOUT 2 1/2 POLES EAST
 RL1267'OF MILE POST 271, 123 FEET WEST OF THE CENTER LINE OF A PRIVATE
 RL1267'ROAD CROSSING, 11 FEET SOUTH OF THE SOUTH RAIL, 8 FEET NORTH
 RL1267'OF THE CENTER LINE OF A LANE PARALLELING THE TRACK, 77 FEET
 RL1267'SOUTH AND ACROSS THE TRACK FROM TELEPHONE POLE NO. 4764, 1
 RL1267'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL1267'PROJECTING 8 INCHES.
 RL1267
 RL1267                          STATION RECOVERY (1978)
 RL1267
 RL1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1267'ADD-- 11 FT. SOUTH AND 123 FT. WEST OF RD. AT RR.
 RL1267
 RL1267                          STATION RECOVERY (1985)
 RL1267
 RL1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1267'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  31.3 KM
 RL1267'(19.45 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL1267'HIGHWAY 2 IN WAKEFIELD, THENCE 0.1 KM (0.05 MI) SOUTHERLY ALONG A
 RL1267'GRAVELED ROAD, 37.5 M (123.0 FT) SOUTHWEST OF THE CENTER OF THE ROAD,
 RL1267'3.4 M (11.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE SOO LINE RAILROAD,
 RL1267'AND 2.5 M (8.2 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD PARALLELING
 RL1267'THE TRACKS.
 RL1267'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1267'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 RL1267
 RL1267                          STATION RECOVERY (1987)
 RL1267
 RL1267'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1267'RECOVERED IN GOOD CONDITION.
 RL1267
 RL1267                          STATION RECOVERY (1989)
 RL1267
 RL1267'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1267'RECOVERED IN GOOD CONDITION.
 RL1267
 RL1267                          STATION RECOVERY (1995)
 RL1267
 RL1267'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1267'MARK NOT FOUND.
 RL1267
 RL1267                          STATION RECOVERY (2004)
 RL1267
 RL1267'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0048 ***********************************************************************
 RM0048  DESIGNATION -  L 132
 RM0048  PID         -  RM0048
 RM0048  STATE/COUNTY-  MI/GOGEBIC
 RM0048  USGS QUAD   -  PINE LAKE (1973)
 RM0048
 RM0048                         *CURRENT SURVEY CONTROL
 RM0048  ___________________________________________________________________
 RM0048* NAD 83(1986)-  46 31 15.     (N)    090 07 53.     (W)     SCALED    
 RM0048* NAVD 88     -       381.129  (meters)    1250.42   (feet)  ADJUSTED  
 RM0048  ___________________________________________________________________
 RM0048  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0048  DYNAMIC HT  -         381.158 (meters)    1250.52  (feet)  COMP
 RM0048  MODELED GRAV-     980,677.3   (mgal)                       NAVD 88
 RM0048
 RM0048  VERT ORDER  -  SECOND    CLASS 0
 RM0048
 RM0048.This mark is at Gogebic County Airport (IWD)
 RM0048
 RM0048.The horizontal coordinates were scaled from a topographic map and have
 RM0048.an estimated accuracy of +/- 6 seconds.
 RM0048
 RM0048.The orthometric height was determined by differential leveling
 RM0048.and adjusted by the National Geodetic Survey in June 1991..
 RM0048
 RM0048.The geoid height was determined by GEOID03.
 RM0048
 RM0048.The dynamic height is computed by dividing the NAVD 88
 RM0048.geopotential number by the normal gravity value computed on the
 RM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0048.degrees latitude (g = 980.6199 gals.).
 RM0048
 RM0048.The modeled gravity was interpolated from observed gravity values.
 RM0048
 RM0048;                    North         East    Units  Estimated Accuracy
 RM0048;SPC MI N     -   197,860.    7,759,800.      MT  (+/- 180 meters Scaled)
 RM0048
 RM0048                          SUPERSEDED SURVEY CONTROL
 RM0048
 RM0048  NGVD 29 (??/??/92)  381.150  (m)         1250.49   (f) ADJ UNCH    2 0
 RM0048
 RM0048.Superseded values are not recommended for survey control.
 RM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0048.See file dsdata.txt to determine how the superseded data were derived.
 RM0048
 RM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM200559(NAD 83)
 RM0048_MARKER: DB = BENCH MARK DISK
 RM0048_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0048_SP_SET: FOUNDATION
 RM0048_STAMPING: L 132 1948
 RM0048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0048
 RM0048  HISTORY     - Date     Condition        Report By
 RM0048  HISTORY     - 1948     MONUMENTED       CGS
 RM0048  HISTORY     - 1964     GOOD             NGS
 RM0048  HISTORY     - 1981     GOOD             USGS
 RM0048  HISTORY     - 1987     GOOD             USPSQD
 RM0048  HISTORY     - 19960625 GOOD             USPSQD
 RM0048  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0048  HISTORY     - 20030822 MARK NOT FOUND   USPSQD
 RM0048
 RM0048                          STATION DESCRIPTION
 RM0048
 RM0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0048'1.9 MI NE FROM NORTH IRONWOOD.
 RM0048'ABOUT 0.7 MILE NORTH ALONG A BLACK TOP ROAD TO LITTLE GIRLS POINT
 RM0048'FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0048'IRONWOOD, THENCE ABOUT 1.2 MILES EAST ALONG A BLACK TOP ROAD, AT
 RM0048'THE GOGEBIC COUNTY AIRPORT, SET VERTICALLY IN THE EAST FACE OF THE
 RM0048'CONCRETE FOUNDATION OF THE DOOR FACING OF EAST ENTRANCE TO LARGE
 RM0048'STONE AND CONCRETE HANGAR, 7 FEET NORTH OF THE SOUTHEAST CORNER OF
 RM0048'HANGAR AND 2 1/2 FEET ABOVE THE GROUND.
 RM0048
 RM0048                          STATION RECOVERY (1964)
 RM0048
 RM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 RM0048'RECOVERED IN GOOD CONDITION.
 RM0048
 RM0048                          STATION RECOVERY (1981)
 RM0048
 RM0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RM0048'RECOVERED IN GOOD CONDITION.
 RM0048
 RM0048                          STATION RECOVERY (1987)
 RM0048
 RM0048'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0048'RECOVERED IN GOOD CONDITION.
 RM0048
 RM0048                          STATION RECOVERY (1996)
 RM0048
 RM0048'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0048'RECOVERED IN GOOD CONDITION.
 RM0048
 RM0048                          STATION RECOVERY (2002)
 RM0048
 RM0048'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0048'MARK NOT FOUND.
 RM0048
 RM0048                          STATION RECOVERY (2003)
 RM0048
 RM0048'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0048'NOT FOUND.  NOTE-- A NEW HANGAR DOOR WAS INSTALLED IN 2001.  THE
 RM0048'MONUMENT WAS REMOVED FOR IT WOULD HAVE BEEN COVERED WITH THE NEW METAL
 RM0048'DOOR FRAME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0032 ***********************************************************************
 RM0032  DESIGNATION -  L 133
 RM0032  PID         -  RM0032
 RM0032  STATE/COUNTY-  MI/GOGEBIC
 RM0032  USGS QUAD   -  LITTLE GIRLS POINT (1980)
 RM0032
 RM0032                         *CURRENT SURVEY CONTROL
 RM0032  ___________________________________________________________________
 RM0032* NAD 83(1986)-  46 35 36.     (N)    090 17 14.     (W)     SCALED    
 RM0032* NAVD 88     -       246.138  (meters)     807.54   (feet)  ADJUSTED  
 RM0032  ___________________________________________________________________
 RM0032  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 RM0032  DYNAMIC HT  -         246.164 (meters)     807.62  (feet)  COMP
 RM0032  MODELED GRAV-     980,711.3   (mgal)                       NAVD 88
 RM0032
 RM0032  VERT ORDER  -  SECOND    CLASS 0
 RM0032
 RM0032.The horizontal coordinates were scaled from a topographic map and have
 RM0032.an estimated accuracy of +/- 6 seconds.
 RM0032
 RM0032.The orthometric height was determined by differential leveling
 RM0032.and adjusted by the National Geodetic Survey in June 1991..
 RM0032
 RM0032.The geoid height was determined by GEOID03.
 RM0032
 RM0032.The dynamic height is computed by dividing the NAVD 88
 RM0032.geopotential number by the normal gravity value computed on the
 RM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0032.degrees latitude (g = 980.6199 gals.).
 RM0032
 RM0032.The modeled gravity was interpolated from observed gravity values.
 RM0032
 RM0032;                    North         East    Units  Estimated Accuracy
 RM0032;SPC MI N     -   206,390.    7,748,190.      MT  (+/- 180 meters Scaled)
 RM0032
 RM0032                          SUPERSEDED SURVEY CONTROL
 RM0032
 RM0032  NGVD 29 (??/??/92)  246.167  (m)          807.63   (f) ADJ UNCH    2 0
 RM0032
 RM0032.Superseded values are not recommended for survey control.
 RM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0032.See file dsdata.txt to determine how the superseded data were derived.
 RM0032
 RM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM077635(NAD 83)
 RM0032_MARKER: DB = BENCH MARK DISK
 RM0032_SETTING: 80 = SET IN A BOULDER
 RM0032_SP_SET: BOULDER
 RM0032_STAMPING: L 133 1948
 RM0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0032+STABILITY: SURFACE MOTION
 RM0032
 RM0032  HISTORY     - Date     Condition        Report By
 RM0032  HISTORY     - 1948     MONUMENTED       CGS
 RM0032  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RM0032  HISTORY     - 19960625 MARK NOT FOUND   USPSQD
 RM0032  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RM0032
 RM0032                          STATION DESCRIPTION
 RM0032
 RM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0032'11.5 MI NW FROM NORTH IRONWOOD.
 RM0032'ABOUT 11.5 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT
 RM0032'PARK FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION
 RM0032'AT NORTH IRONWOOD, ABOUT 1.1 MILE NORTHWEST OF A SMALL ROADSIDE
 RM0032'PARK AND SPRING, ABOUT 0.5 MILE NORTHWEST OF A DIM CROSSROAD,
 RM0032'ABOUT 100 YARDS WEST OF A CURVE WEST AND SOUTHEAST, 37 FEET
 RM0032'NORTH OF THE CENTER LINE OF THE ROAD, 21 FEET NORTHWEST OF THE
 RM0032'2ND TELEPHONE POLE WEST OF THE CURVE, SET IN THE TOP OF AN
 RM0032'OUTCROPPING BOULDER, NEAR THE EAST EDGE OF THE EAST ONE OF A
 RM0032'GROUP OF BOULDERS AND ABOUT LEVEL WITH THE ROAD.
 RM0032
 RM0032                          STATION RECOVERY (1987)
 RM0032
 RM0032'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0032'MARK NOT FOUND.
 RM0032
 RM0032                          STATION RECOVERY (1996)
 RM0032
 RM0032'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0032'MARK NOT FOUND.
 RM0032
 RM0032                          STATION RECOVERY (2002)
 RM0032
 RM0032'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1400 ***********************************************************************
 RL1400  DESIGNATION -  L 134
 RL1400  PID         -  RL1400
 RL1400  STATE/COUNTY-  MI/ONTONAGON
 RL1400  USGS QUAD   -  BERGLAND NE (1975)
 RL1400
 RL1400                         *CURRENT SURVEY CONTROL
 RL1400  ___________________________________________________________________
 RL1400* NAD 83(1986)-  46 41 46.     (N)    089 35 34.     (W)     SCALED    
 RL1400* NAVD 88     -       318.579  (meters)    1045.20   (feet)  ADJUSTED  
 RL1400  ___________________________________________________________________
 RL1400  GEOID HEIGHT-         -30.80  (meters)                     GEOID03
 RL1400  DYNAMIC HT  -         318.614 (meters)    1045.32  (feet)  COMP
 RL1400  MODELED GRAV-     980,715.3   (mgal)                       NAVD 88
 RL1400
 RL1400  VERT ORDER  -  SECOND    CLASS 0
 RL1400
 RL1400.The horizontal coordinates were scaled from a topographic map and have
 RL1400.an estimated accuracy of +/- 6 seconds.
 RL1400
 RL1400.The orthometric height was determined by differential leveling
 RL1400.and adjusted by the National Geodetic Survey in June 1991..
 RL1400
 RL1400.The geoid height was determined by GEOID03.
 RL1400
 RL1400.The dynamic height is computed by dividing the NAVD 88
 RL1400.geopotential number by the normal gravity value computed on the
 RL1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1400.degrees latitude (g = 980.6199 gals.).
 RL1400
 RL1400.The modeled gravity was interpolated from observed gravity values.
 RL1400
 RL1400;                    North         East    Units  Estimated Accuracy
 RL1400;SPC MI N     -   215,840.    7,801,740.      MT  (+/- 180 meters Scaled)
 RL1400
 RL1400                          SUPERSEDED SURVEY CONTROL
 RL1400
 RL1400  NGVD 29 (??/??/92)  318.600  (m)         1045.27   (f) ADJ UNCH    2 0
 RL1400
 RL1400.Superseded values are not recommended for survey control.
 RL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1400.See file dsdata.txt to determine how the superseded data were derived.
 RL1400
 RL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS017746(NAD 83)
 RL1400_MARKER: DB = BENCH MARK DISK
 RL1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1400_STAMPING: L 134 1948
 RL1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1400+STABILITY: SURFACE MOTION
 RL1400
 RL1400  HISTORY     - Date     Condition        Report By
 RL1400  HISTORY     - 1948     MONUMENTED       CGS
 RL1400
 RL1400                          STATION DESCRIPTION
 RL1400
 RL1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1400'9.2 MI NW FROM BERGLAND.
 RL1400'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1400'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 5.0 MILES NORTHWEST
 RL1400'ALONG A ROAD LEADING TO WHITE PINE EXTENSION MINE, THENCE 2.25
 RL1400'MILES NORTHEAST ALONG A LOGGING ROAD, 0.2 MILE SOUTHWEST OF
 RL1400'THE JUNCTION OF A LOGGING ROAD NORTHEAST, 335 FEET SOUTHWEST
 RL1400'OF THE DRIVEWAY TO SURE SHOT CAMP, 260 FEET SOUTHWEST OF THE
 RL1400'WEST END OF A 15-FOOT WOODEN BRIDGE, 28 FEET NORTHWEST OF THE
 RL1400'CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN
 RL1400'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN THE
 RL1400'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1296 ***********************************************************************
 RL1296  DESIGNATION -  L 135
 RL1296  PID         -  RL1296
 RL1296  STATE/COUNTY-  MI/ONTONAGON
 RL1296  USGS QUAD   -  WHITE PINE (1956)
 RL1296
 RL1296                         *CURRENT SURVEY CONTROL
 RL1296  ___________________________________________________________________
 RL1296* NAD 83(1986)-  46 50 14.     (N)    089 30 04.     (W)     SCALED    
 RL1296* NAVD 88     -       190.646  (meters)     625.48   (feet)  ADJUSTED  
 RL1296  ___________________________________________________________________
 RL1296  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL1296  DYNAMIC HT  -         190.677 (meters)     625.58  (feet)  COMP
 RL1296  MODELED GRAV-     980,772.0   (mgal)                       NAVD 88
 RL1296
 RL1296  VERT ORDER  -  SECOND    CLASS 0
 RL1296
 RL1296.The horizontal coordinates were scaled from a topographic map and have
 RL1296.an estimated accuracy of +/- 6 seconds.
 RL1296
 RL1296.The orthometric height was determined by differential leveling
 RL1296.and adjusted by the National Geodetic Survey in June 1991..
 RL1296
 RL1296.The geoid height was determined by GEOID03.
 RL1296
 RL1296.The dynamic height is computed by dividing the NAVD 88
 RL1296.geopotential number by the normal gravity value computed on the
 RL1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1296.degrees latitude (g = 980.6199 gals.).
 RL1296
 RL1296.The modeled gravity was interpolated from observed gravity values.
 RL1296
 RL1296;                    North         East    Units  Estimated Accuracy
 RL1296;SPC MI N     -   231,290.    7,809,240.      MT  (+/- 180 meters Scaled)
 RL1296
 RL1296                          SUPERSEDED SURVEY CONTROL
 RL1296
 RL1296  NGVD 29 (??/??/92)  190.679  (m)          625.59   (f) ADJ UNCH    2 0
 RL1296
 RL1296.Superseded values are not recommended for survey control.
 RL1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1296.See file dsdata.txt to determine how the superseded data were derived.
 RL1296
 RL1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS092901(NAD 83)
 RL1296_MARKER: DB = BENCH MARK DISK
 RL1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1296_STAMPING: L 135 1948
 RL1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1296+STABILITY: SURFACE MOTION
 RL1296
 RL1296  HISTORY     - Date     Condition        Report By
 RL1296  HISTORY     - 1948     MONUMENTED       CGS
 RL1296  HISTORY     - 1987     GOOD             USPSQD
 RL1296  HISTORY     - 19950614 MARK NOT FOUND   USPSQD
 RL1296  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RL1296
 RL1296                          STATION DESCRIPTION
 RL1296
 RL1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1296'3.2 MI NE FROM SILVER CITY.
 RL1296'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS
 RL1296'JUNCTION WITH STATE HIGHWAY 107 IN SILVER CITY, 0.6 MILE
 RL1296'SOUTHWEST OF THE BRIDGE OVER PINE CREEK, IN THE SOUTHWEST QUARTER
 RL1296'OF THE INTERSECTION WITH A SIDE ROAD LEADING SOUTH, 82 FEET
 RL1296'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET WEST OF THE
 RL1296'CENTER LINE OF THE SIDE ROAD, 32 FEET SOUTH OF THE WEST END OF AN
 RL1296'18-INCH PIPE CULVERT UNDER THE SIDE ROAD, 47 FEET SOUTHWEST
 RL1296'AND ACROSS THE SIDE ROAD FROM U.S.G.S. BENCH MARK 622.8, 1 1/2
 RL1296'FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH
 RL1296'THE HIGHWAY, AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 RL1296'INCHES.
 RL1296
 RL1296                          STATION RECOVERY (1987)
 RL1296
 RL1296'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1296'RECOVERED IN GOOD CONDITION.
 RL1296
 RL1296                          STATION RECOVERY (1995)
 RL1296
 RL1296'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1296'MARK NOT FOUND.
 RL1296
 RL1296                          STATION RECOVERY (2004)
 RL1296
 RL1296'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1311 ***********************************************************************
 RL1311  DESIGNATION -  L 136
 RL1311  PID         -  RL1311
 RL1311  STATE/COUNTY-  MI/ONTONAGON
 RL1311  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1311
 RL1311                         *CURRENT SURVEY CONTROL
 RL1311  ___________________________________________________________________
 RL1311* NAD 83(1986)-  46 48 52.     (N)    089 43 59.     (W)     SCALED    
 RL1311* NAVD 88     -       352.693  (meters)    1157.13   (feet)  ADJUSTED  
 RL1311  ___________________________________________________________________
 RL1311  GEOID HEIGHT-         -30.79  (meters)                     GEOID03
 RL1311  DYNAMIC HT  -         352.742 (meters)    1157.29  (feet)  COMP
 RL1311  MODELED GRAV-     980,740.5   (mgal)                       NAVD 88
 RL1311
 RL1311  VERT ORDER  -  SECOND    CLASS 0
 RL1311
 RL1311.The horizontal coordinates were scaled from a topographic map and have
 RL1311.an estimated accuracy of +/- 6 seconds.
 RL1311
 RL1311.The orthometric height was determined by differential leveling
 RL1311.and adjusted by the National Geodetic Survey in June 1991..
 RL1311
 RL1311.The geoid height was determined by GEOID03.
 RL1311
 RL1311.The dynamic height is computed by dividing the NAVD 88
 RL1311.geopotential number by the normal gravity value computed on the
 RL1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1311.degrees latitude (g = 980.6199 gals.).
 RL1311
 RL1311.The modeled gravity was interpolated from observed gravity values.
 RL1311
 RL1311;                    North         East    Units  Estimated Accuracy
 RL1311;SPC MI N     -   229,350.    7,791,470.      MT  (+/- 180 meters Scaled)
 RL1311
 RL1311                          SUPERSEDED SURVEY CONTROL
 RL1311
 RL1311  NGVD 29 (??/??/92)  352.721  (m)         1157.22   (f) ADJ UNCH    2 0
 RL1311
 RL1311.Superseded values are not recommended for survey control.
 RL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1311.See file dsdata.txt to determine how the superseded data were derived.
 RL1311
 RL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS915881(NAD 83)
 RL1311_MARKER: DB = BENCH MARK DISK
 RL1311_SETTING: 66 = SET IN ROCK OUTCROP
 RL1311_SP_SET: PROJECTING ROCK
 RL1311_STAMPING: L 136 1948
 RL1311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1311+STABILITY: POSITION/ELEVATION WELL
 RL1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1311+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1311
 RL1311  HISTORY     - Date     Condition        Report By
 RL1311  HISTORY     - 1948     MONUMENTED       CGS
 RL1311  HISTORY     - 1976     GOOD             USGS
 RL1311  HISTORY     - 1987     GOOD             USPSQD
 RL1311  HISTORY     - 1989     GOOD             USPSQD
 RL1311  HISTORY     - 19950614 GOOD             USPSQD
 RL1311  HISTORY     - 20040723 GOOD             MIDT
 RL1311
 RL1311                          STATION DESCRIPTION
 RL1311
 RL1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1311'8 MI SW FROM SILVER CITY.
 RL1311'ABOUT 8.0 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1311'JUNCTION WITH STATE HIGHWAY 64 AT SILVER CITY, 0.3 MILE SOUTHWEST
 RL1311'OF A DRINKING FOUNTAIN AND ROADSIDE PARK, AT THE JUNCTION OF A
 RL1311'PROMINENT AND WELL MARKED HIKERS TRAIL LEADING SOUTH TO LAKE
 RL1311'OF THE CLOUDS, 43 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER
 RL1311'OF A CABIN, 58 FEET EAST OF THE WEST ONE OF TWO RAILS LEADING
 RL1311'TO THE CABIN AND LAKE, 64 FEET WEST OF THE EAST ONE OF THE TWO
 RL1311'TRAILS, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 RL1311'SOUTHWEST OF THE SOUTH LEG OF A LAKE OF THE CLOUDS SIGN, 19 FEET
 RL1311'NORTH OF THE NORTH LEG OF A BILL BOARD, ABOUT 10 FEET ABOVE
 RL1311'THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A LARGE AND PROMINENT
 RL1311'ROCK THAT PROJECTS ABOUT 3 FEET ABOVE THE GROUND.
 RL1311
 RL1311                          STATION RECOVERY (1976)
 RL1311
 RL1311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 RL1311'ABOUT 8.0 MI SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS JUNCTION WITH
 RL1311'STATE HIGHWAY 64 AT SILVER CITY, 0.3 MI SOUTHWEST OF A MINE SHAFT ON
 RL1311'SOUTH SIDE OF HWY, ABOUT 10 FEET ABOVE THE LEVEL OF THE HWY AND IN
 RL1311'THE TOP OF A LARGE AND PROMINENT ROCK THAT PROJECTS ABOUT 3 FEET
 RL1311'ABOVE THE GROUND.
 RL1311
 RL1311                          STATION RECOVERY (1987)
 RL1311
 RL1311'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1311'RECOVERED IN GOOD CONDITION.
 RL1311
 RL1311                          STATION RECOVERY (1989)
 RL1311
 RL1311'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1311'RECOVERED IN GOOD CONDITION.
 RL1311
 RL1311                          STATION RECOVERY (1995)
 RL1311
 RL1311'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1311'RECOVERED IN GOOD CONDITION.
 RL1311
 RL1311                          STATION RECOVERY (2004)
 RL1311
 RL1311'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1683 ***********************************************************************
 RL1683  DESIGNATION -  L 137 RESET
 RL1683  PID         -  RL1683
 RL1683  STATE/COUNTY-  MI/ONTONAGON
 RL1683  USGS QUAD   -  
 RL1683
 RL1683                         *CURRENT SURVEY CONTROL
 RL1683  ___________________________________________________________________
 RL1683* NAD 83(1986)-  46 43 33.     (N)    089 11 28.     (W)     SCALED    
 RL1683* NAVD 88     -       261.28   (meters)     857.2    (feet)  RESET     
 RL1683  ___________________________________________________________________
 RL1683  GEOID HEIGHT-         -31.76  (meters)                     GEOID03
 RL1683
 RL1683  VERT ORDER  -  THIRD
 RL1683
 RL1683.The horizontal coordinates were scaled from a topographic map and have
 RL1683.an estimated accuracy of +/- 6 seconds.
 RL1683
 RL1683.The orthometric height was computed from unverified reset data.
 RL1683.No vertical observational check was made to the station.
 RL1683
 RL1683.The geoid height was determined by GEOID03.
 RL1683
 RL1683;                    North         East    Units  Estimated Accuracy
 RL1683;SPC MI N     -   218,220.    7,832,540.      MT  (+/- 180 meters Scaled)
 RL1683
 RL1683                          SUPERSEDED SURVEY CONTROL
 RL1683
 RL1683  NGVD 29 (03/27/06)  261.29   (m)          857.2    (f) RESET       3  
 RL1683
 RL1683.Superseded values are not recommended for survey control.
 RL1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1683.See file dsdata.txt to determine how the superseded data were derived.
 RL1683
 RL1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS325770(NAD 83)
 RL1683_MARKER: DV = VERTICAL CONTROL DISK
 RL1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1683_SP_SET: CONCRETE POST
 RL1683_STAMPING: L 137 RESET 1987
 RL1683_MARK LOGO: NGS   
 RL1683_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1683+STABILITY: SURFACE MOTION
 RL1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1683+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 RL1683
 RL1683  HISTORY     - Date     Condition        Report By
 RL1683  HISTORY     - 1987     MONUMENTED       MIDT
 RL1683  HISTORY     - 20040507 GOOD             GEOCAC
 RL1683
 RL1683                          STATION DESCRIPTION
 RL1683
 RL1683'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1987
 RL1683'0.15 MI (0.24 KM) NORTH ALONG U.S. HIGHWAY 45 FROM THE SCHOOL IN
 RL1683'ROCKLAND, THENCE 1.07 MI (1.72 KM) SOUTHWEST ALONG VICTORIA DAM ROAD,
 RL1683'0.83 MI (1.34 KM) NORTHEAST OF THE BRIDGE OVER ONTONAGON RIVER, AT A
 RL1683'LARGE METAL CULVERT OUTLET ON THE LEFT, 71 FT (21.6 M) SOUTHEAST OF
 RL1683'THE CENTERLINE OF THE BLACKTOP ROAD, 45 FT (13.7 M) SOUTH OF THE END
 RL1683'OF A 9 FT (2.7 M) X 6 FT (1.8 M) METAL CULVERT, AND 1.3 FT (0.4 M)
 RL1683'SOUTH OF METAL WITNESS POST, SET IN A ROUND CONCRETE POST.  DESCRIBED
 RL1683'BY BRIAN R. TAAVOLA, MDOT.
 RL1683
 RL1683                          STATION RECOVERY (2004)
 RL1683
 RL1683'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1683'NAD 83(1986)-  46 43 33.4 (N)    089 11 32.4 (W)  HANDHELD GPS
 RL1683' 
 RL1683'ABOUT 0.6 MILE WEST OF THE RAILROAD CROSSING NEAR ROCKLAND.
 RL1683'ABOUT MIDWAY BETWEEN A CULVERT OUTLET AND A CULVERT INLET IN A GUARD
 RL1683'RAIL SECTION ON THE LEFT AND LOWER THAT THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0776 ***********************************************************************
 RL0776  DESIGNATION -  L 138
 RL0776  PID         -  RL0776
 RL0776  STATE/COUNTY-  MI/ONTONAGON
 RL0776  USGS QUAD   -  
 RL0776
 RL0776                         *CURRENT SURVEY CONTROL
 RL0776  ___________________________________________________________________
 RL0776* NAD 83(1986)-  46 35 32.     (N)    089 03 11.     (W)     SCALED    
 RL0776* NAVD 88     -       349.474  (meters)    1146.57   (feet)  ADJUSTED  
 RL0776  ___________________________________________________________________
 RL0776  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 RL0776  DYNAMIC HT  -         349.491 (meters)    1146.62  (feet)  COMP
 RL0776  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 RL0776
 RL0776  VERT ORDER  -  SECOND    CLASS 0
 RL0776
 RL0776.The horizontal coordinates were scaled from a topographic map and have
 RL0776.an estimated accuracy of +/- 6 seconds.
 RL0776
 RL0776.The orthometric height was determined by differential leveling
 RL0776.and adjusted by the National Geodetic Survey in June 1991..
 RL0776
 RL0776.The geoid height was determined by GEOID03.
 RL0776
 RL0776.The dynamic height is computed by dividing the NAVD 88
 RL0776.geopotential number by the normal gravity value computed on the
 RL0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0776.degrees latitude (g = 980.6199 gals.).
 RL0776
 RL0776.The modeled gravity was interpolated from observed gravity values.
 RL0776
 RL0776;                    North         East    Units  Estimated Accuracy
 RL0776;SPC MI N     -   203,090.    7,842,700.      MT  (+/- 180 meters Scaled)
 RL0776
 RL0776                          SUPERSEDED SURVEY CONTROL
 RL0776
 RL0776  NGVD 29 (??/??/92)  349.487  (m)         1146.61   (f) ADJ UNCH    2 0
 RL0776
 RL0776.Superseded values are not recommended for survey control.
 RL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0776.See file dsdata.txt to determine how the superseded data were derived.
 RL0776
 RL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS427618(NAD 83)
 RL0776_MARKER: DB = BENCH MARK DISK
 RL0776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0776_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0776_STAMPING: L 138 1948
 RL0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0776+STABILITY: SURFACE MOTION
 RL0776
 RL0776  HISTORY     - Date     Condition        Report By
 RL0776  HISTORY     - 1948     MONUMENTED       CGS
 RL0776  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0776  HISTORY     - 20040810 MARK NOT FOUND   USPSQD
 RL0776
 RL0776                          STATION DESCRIPTION
 RL0776
 RL0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0776'9.6 MI N FROM TROUT CREEK.
 RL0776'ABOUT 9.6 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE POST
 RL0776'OFFICE AT TROUT CREEK, ABOUT 0.7 MILE SOUTH OF A CURVE IN THE
 RL0776'ROAD WITH TANGENTS SOUTH AND NORTHWEST AND A POINT WHERE POWER
 RL0776'TRANSMISSION LINE CROSSES ROAD, AT THE JUNCTION OF A DIM ROAD
 RL0776'NORTHEAST, 46 FEET EAST OF THE CENTER LINE OF THE ROAD, 110 FEET
 RL0776'SOUTHEAST AND ACROSS THE ROAD FROM THE EAST POLE OF A TWIN POLE
 RL0776'IN POWER TRANSMISSION LINE, 11 FEET SOUTHEAST OF THE CENTER
 RL0776'LINE OF THE DIM ROAD, 5 FEET WEST OF A TRIANGULAR BLAZED 10-INCH
 RL0776'BIRCH TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST 1
 RL0776'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0776'PROJECTING 5 INCHES.
 RL0776
 RL0776                          STATION RECOVERY (2001)
 RL0776
 RL0776'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0776'MARK NOT FOUND.
 RL0776
 RL0776                          STATION RECOVERY (2004)
 RL0776
 RL0776'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0776'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0545 ***********************************************************************
 RL0545  DESIGNATION -  L 139
 RL0545  PID         -  RL0545
 RL0545  STATE/COUNTY-  MI/HOUGHTON
 RL0545  USGS QUAD   -  
 RL0545
 RL0545                         *CURRENT SURVEY CONTROL
 RL0545  ___________________________________________________________________
 RL0545* NAD 83(1986)-  46 31 03.     (N)    088 53 15.     (W)     SCALED    
 RL0545* NAVD 88     -       379.917  (meters)    1246.44   (feet)  ADJUSTED  
 RL0545  ___________________________________________________________________
 RL0545  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 RL0545  DYNAMIC HT  -         379.930 (meters)    1246.49  (feet)  COMP
 RL0545  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 RL0545
 RL0545  VERT ORDER  -  SECOND    CLASS 0
 RL0545
 RL0545.The horizontal coordinates were scaled from a topographic map and have
 RL0545.an estimated accuracy of +/- 6 seconds.
 RL0545
 RL0545.The orthometric height was determined by differential leveling
 RL0545.and adjusted by the National Geodetic Survey in June 1991..
 RL0545
 RL0545.The geoid height was determined by GEOID03.
 RL0545
 RL0545.The dynamic height is computed by dividing the NAVD 88
 RL0545.geopotential number by the normal gravity value computed on the
 RL0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0545.degrees latitude (g = 980.6199 gals.).
 RL0545
 RL0545.The modeled gravity was interpolated from observed gravity values.
 RL0545
 RL0545;                    North         East    Units  Estimated Accuracy
 RL0545;SPC MI N     -   194,470.    7,855,180.      MT  (+/- 180 meters Scaled)
 RL0545
 RL0545                          SUPERSEDED SURVEY CONTROL
 RL0545
 RL0545  NGVD 29 (??/??/92)  379.928  (m)         1246.48   (f) ADJ UNCH    2 0
 RL0545
 RL0545.Superseded values are not recommended for survey control.
 RL0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0545.See file dsdata.txt to determine how the superseded data were derived.
 RL0545
 RL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS552532(NAD 83)
 RL0545_MARKER: DB = BENCH MARK DISK
 RL0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0545_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0545_STAMPING: L 139 1948
 RL0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0545+STABILITY: SURFACE MOTION
 RL0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0545+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 RL0545
 RL0545  HISTORY     - Date     Condition        Report By
 RL0545  HISTORY     - 1948     MONUMENTED       CGS
 RL0545  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0545  HISTORY     - 20040430 GOOD             GEOCAC
 RL0545
 RL0545                          STATION DESCRIPTION
 RL0545
 RL0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0545'2.4 MI NE FROM KENTON.
 RL0545'0.3 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT
 RL0545'KENTON, THENCE ABOUT 2.15 MILES NORTH ALONG A GRAVEL ROAD,
 RL0545'ABOUT 0.6 MILE SOUTH OF A WOODEN BRIDGE OVER BIG BEAVER CREEK,
 RL0545'SET IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A DRIVE WEST
 RL0545'INTO A LARGE OPEN FIELD, 26 FEET WEST OF THE CENTER LINE OF THE
 RL0545'ROAD, 11 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 47 FEET
 RL0545'WEST-SOUTHWEST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 5 FEET
 RL0545'SOUTHWEST OF THE SOUTH GATE POST, 11 FEET WEST OF THE SOUTH END
 RL0545'OF A CONCRETE PIPE CULVERT UNDER DIRVE, 1 1/2 FEET NORTH OF A
 RL0545'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN
 RL0545'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0545
 RL0545                          STATION RECOVERY (1985)
 RL0545
 RL0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0545'MARK NOT FOUND.
 RL0545
 RL0545                          STATION RECOVERY (2004)
 RL0545
 RL0545'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0545'NAD 83 -  46 31 02.5 (N) -  088 53 14.9 (W) GARMIN GPS V
 RL0545' 
 RL0545' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0226 ***********************************************************************
 PL0226  DESIGNATION -  L 14
 PL0226  PID         -  PL0226
 PL0226  STATE/COUNTY-  MI/WEXFORD
 PL0226  USGS QUAD   -  
 PL0226
 PL0226                         *CURRENT SURVEY CONTROL
 PL0226  ___________________________________________________________________
 PL0226* NAD 83(1986)-  44 21 36.     (N)    085 25 45.     (W)     SCALED    
 PL0226* NAVD 88     -       410.550  (meters)    1346.95   (feet)  ADJUSTED  
 PL0226  ___________________________________________________________________
 PL0226  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 PL0226  DYNAMIC HT  -         410.498 (meters)    1346.78  (feet)  COMP
 PL0226  MODELED GRAV-     980,476.5   (mgal)                       NAVD 88
 PL0226
 PL0226  VERT ORDER  -  FIRST     CLASS II
 PL0226
 PL0226.The horizontal coordinates were scaled from a topographic map and have
 PL0226.an estimated accuracy of +/- 6 seconds.
 PL0226
 PL0226.The orthometric height was determined by differential leveling
 PL0226.and adjusted by the National Geodetic Survey in June 1991..
 PL0226
 PL0226.The geoid height was determined by GEOID03.
 PL0226
 PL0226.The dynamic height is computed by dividing the NAVD 88
 PL0226.geopotential number by the normal gravity value computed on the
 PL0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0226.degrees latitude (g = 980.6199 gals.).
 PL0226
 PL0226.The modeled gravity was interpolated from observed gravity values.
 PL0226
 PL0226;                    North         East    Units  Estimated Accuracy
 PL0226;SPC MI C     -   116,490.    5,915,300.      MT  (+/- 180 meters Scaled)
 PL0226
 PL0226                          SUPERSEDED SURVEY CONTROL
 PL0226
 PL0226  NGVD 29 (??/??/92)  410.637  (m)         1347.23   (f) ADJ UNCH    1 2
 PL0226
 PL0226.Superseded values are not recommended for survey control.
 PL0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0226.See file dsdata.txt to determine how the superseded data were derived.
 PL0226
 PL0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ251130(NAD 83)
 PL0226_MARKER: DB = BENCH MARK DISK
 PL0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PL0226_SP_SET: MILEPOST
 PL0226_STAMPING: 340
 PL0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PL0226
 PL0226  HISTORY     - Date     Condition        Report By
 PL0226  HISTORY     - UNK      MONUMENTED       CGS
 PL0226  HISTORY     - 1934     GOOD             NGS
 PL0226  HISTORY     - 19960705 MARK NOT FOUND   USPSQD
 PL0226
 PL0226                          STATION DESCRIPTION
 PL0226
 PL0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0226'AT GILBERT.
 PL0226'1.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0226'AT GILBERT, AT MILEPOST 340, AND 6.7 FEET EAST OF THE EAST
 PL0226'RAIL.  THE HIGHEST POINT OF A SECTION OF RAIL PROJECTING 1 INCH
 PL0226'ABOVE GROUND AND STAMPED 340.
 PL0226
 PL0226                          STATION RECOVERY (1996)
 PL0226
 PL0226'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1225 ***********************************************************************
 RL1225  DESIGNATION -  L 140
 RL1225  PID         -  RL1225
 RL1225  STATE/COUNTY-  MI/GOGEBIC
 RL1225  USGS QUAD   -  WAKEFIELD NE (1975)
 RL1225
 RL1225                         *CURRENT SURVEY CONTROL
 RL1225  ___________________________________________________________________
 RL1225* NAD 83(1986)-  46 25 08.     (N)    089 48 18.     (W)     SCALED    
 RL1225* NAVD 88     -       471.004  (meters)    1545.29   (feet)  ADJUSTED  
 RL1225  ___________________________________________________________________
 RL1225  GEOID HEIGHT-         -30.94  (meters)                     GEOID03
 RL1225  DYNAMIC HT  -         471.008 (meters)    1545.30  (feet)  COMP
 RL1225  MODELED GRAV-     980,606.6   (mgal)                       NAVD 88
 RL1225
 RL1225  VERT ORDER  -  SECOND    CLASS 0
 RL1225
 RL1225.The horizontal coordinates were scaled from a topographic map and have
 RL1225.an estimated accuracy of +/- 6 seconds.
 RL1225
 RL1225.The orthometric height was determined by differential leveling
 RL1225.and adjusted by the National Geodetic Survey in June 1991..
 RL1225
 RL1225.The geoid height was determined by GEOID03.
 RL1225
 RL1225.The dynamic height is computed by dividing the NAVD 88
 RL1225.geopotential number by the normal gravity value computed on the
 RL1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1225.degrees latitude (g = 980.6199 gals.).
 RL1225
 RL1225.The modeled gravity was interpolated from observed gravity values.
 RL1225
 RL1225;                    North         East    Units  Estimated Accuracy
 RL1225;SPC MI N     -   185,600.    7,784,430.      MT  (+/- 180 meters Scaled)
 RL1225
 RL1225                          SUPERSEDED SURVEY CONTROL
 RL1225
 RL1225  NGVD 29 (??/??/92)  471.004  (m)         1545.29   (f) ADJ UNCH    2 0
 RL1225
 RL1225.Superseded values are not recommended for survey control.
 RL1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1225.See file dsdata.txt to determine how the superseded data were derived.
 RL1225
 RL1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS844444(NAD 83)
 RL1225_MARKER: DB = BENCH MARK DISK
 RL1225_SETTING: 80 = SET IN A BOULDER
 RL1225_SP_SET: BOULDER
 RL1225_STAMPING: L 140 1948
 RL1225_MARK LOGO: CGS   
 RL1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1225+STABILITY: SURFACE MOTION
 RL1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1225+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004
 RL1225
 RL1225  HISTORY     - Date     Condition        Report By
 RL1225  HISTORY     - 1948     MONUMENTED       CGS
 RL1225  HISTORY     - 1987     GOOD             USPSQD
 RL1225  HISTORY     - 19910814 GOOD             MIDT
 RL1225  HISTORY     - 19950612 GOOD             USPSQD
 RL1225  HISTORY     - 20040806 GOOD             USPSQD
 RL1225
 RL1225                          STATION DESCRIPTION
 RL1225
 RL1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1225'7.6 MI SE FROM WAKEFIELD.
 RL1225'ABOUT 7.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1225'SCHOOL AT WAKEFIELD, AT THE INTERSECTION OF A ROAD SOUTHWEST
 RL1225'TO A FARM AND A ROAD NORTHEAST TO AN UNDER-GROUND STORM CELLAR
 RL1225'103 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 132 FEET
 RL1225'SOUTH-SOUTHWEST OF THE CENTER OF THE DOOR ENTRANCE TO THE
 RL1225'UNDERGROUND CELLAR, 25 FEET SOUTHWEST OF A POWER POLE, 21 FEET
 RL1225'SOUTHEAST OF THE CENTER LINE OF THE ROAD TO CELLAR, ABOUT 0.15
 RL1225'MILE NORTHWEST OF A CROSS ROAD, 1 FOOT ABOVE THE HIGHWAY AND SET
 RL1225'IN THE TOP OF A BOULDER 11 BY 8 FEET AND PROTRUDING ABOUT 1 1/2
 RL1225'FEET OUT OF GROUND.
 RL1225
 RL1225                          STATION RECOVERY (1987)
 RL1225
 RL1225'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1225'RECOVERED IN GOOD CONDITION.
 RL1225
 RL1225                          STATION RECOVERY (1991)
 RL1225
 RL1225'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BTR)
 RL1225'RECOVERED WITH THE FOLLOWING EXCEPTIONS.  THE UNDERGROUND CELLAR,
 RL1225'POWER POLE ARE GONE.  ABOUT 5.0 FT (1.5 M) NORTHEAST OF CARSONITE
 RL1225'WITNESS POST.
 RL1225
 RL1225                          STATION RECOVERY (1995)
 RL1225
 RL1225'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1225'RECOVERED IN GOOD CONDITION.
 RL1225
 RL1225                          STATION RECOVERY (2004)
 RL1225
 RL1225'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0983 ***********************************************************************
 RL0983  DESIGNATION -  L 141
 RL0983  PID         -  RL0983
 RL0983  STATE/COUNTY-  MI/GOGEBIC
 RL0983  USGS QUAD   -  STAR LAKE (1982)
 RL0983
 RL0983                         *CURRENT SURVEY CONTROL
 RL0983  ___________________________________________________________________
 RL0983* NAD 83(1986)-  46 18 24.     (N)    089 26 07.     (W)     SCALED    
 RL0983* NAVD 88     -       498.163  (meters)    1634.39   (feet)  ADJUSTED  
 RL0983  ___________________________________________________________________
 RL0983  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 RL0983  DYNAMIC HT  -         498.176 (meters)    1634.43  (feet)  COMP
 RL0983  MODELED GRAV-     980,623.0   (mgal)                       NAVD 88
 RL0983
 RL0983  VERT ORDER  -  SECOND    CLASS 0
 RL0983
 RL0983.The horizontal coordinates were scaled from a topographic map and have
 RL0983.an estimated accuracy of +/- 6 seconds.
 RL0983
 RL0983.The orthometric height was determined by differential leveling
 RL0983.and adjusted by the National Geodetic Survey in June 1991..
 RL0983
 RL0983.The geoid height was determined by GEOID03.
 RL0983
 RL0983.The dynamic height is computed by dividing the NAVD 88
 RL0983.geopotential number by the normal gravity value computed on the
 RL0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0983.degrees latitude (g = 980.6199 gals.).
 RL0983
 RL0983.The modeled gravity was interpolated from observed gravity values.
 RL0983
 RL0983;                    North         East    Units  Estimated Accuracy
 RL0983;SPC MI N     -   172,190.    7,812,450.      MT  (+/- 180 meters Scaled)
 RL0983
 RL0983                          SUPERSEDED SURVEY CONTROL
 RL0983
 RL0983  NGVD 29 (??/??/92)  498.179  (m)         1634.44   (f) ADJ UNCH    2 0
 RL0983
 RL0983.Superseded values are not recommended for survey control.
 RL0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0983.See file dsdata.txt to determine how the superseded data were derived.
 RL0983
 RL0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS124310(NAD 83)
 RL0983_MARKER: DB = BENCH MARK DISK
 RL0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0983_STAMPING: L 141 1948
 RL0983_MARK LOGO: CGS   
 RL0983_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0983+STABILITY: SURFACE MOTION
 RL0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0983+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL0983
 RL0983  HISTORY     - Date     Condition        Report By
 RL0983  HISTORY     - 1948     MONUMENTED       CGS
 RL0983  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0983  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0983  HISTORY     - 19950830 POOR             MIDT
 RL0983  HISTORY     - 19950830 POOR             MIDT
 RL0983
 RL0983                          STATION DESCRIPTION
 RL0983
 RL0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0983'15.2 MI SE FROM MARENISCO.
 RL0983'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL0983'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL0983'14.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, ABOUT 0.15 MILE
 RL0983'SOUTHEAST OF A 3-FOOT CONCRETE PIPE CULVERT, 38 FEET SOUTHWEST
 RL0983'OF THE CENTER LINE OF THE HIGHWAY, ABOUT 0.25 MILE NORTHWEST
 RL0983'OF A CROSSROAD, 22 FEET NORTHEAST OF A TRIANGULAR BLAZED 18-INCH
 RL0983'BIRCH TREE, 11 FEET SOUTHEAST OF A TRIANGULAR BLAZED 22-INCH
 RL0983'BIRCH TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 RL0983'1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 RL0983'POST PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM THE SCHOOL
 RL0983'AT WATERSMEET BY GOING ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY
 RL0983'45, THENCE ABOUT 13.4 MILES NORTHWEST ALONG U.S. HIGHWAY 2.
 RL0983
 RL0983                          STATION RECOVERY (1978)
 RL0983
 RL0983'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0983'MARK NOT FOUND.
 RL0983
 RL0983                          STATION RECOVERY (1987)
 RL0983
 RL0983'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0983'MARK NOT FOUND.
 RL0983
 RL0983                          STATION RECOVERY (1995)
 RL0983
 RL0983'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0983'RECOVERED AS DESCRIBED.  MARK HAS BEEN HIT AND IS LEANING ABOUT 60
 RL0983'DEGREES.
 RL0983
 RL0983                          STATION RECOVERY (1995)
 RL0983
 RL0983'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0983'RECOVERED IN POOR CONDITION.  MARK HAS BEEN HIT AND IS LEANING ABOUT
 RL0983'60 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1198 ***********************************************************************
 RL1198  DESIGNATION -  L 142
 RL1198  PID         -  RL1198
 RL1198  STATE/COUNTY-  MI/GOGEBIC
 RL1198  USGS QUAD   -  MARSHALL CREEK (1982)
 RL1198
 RL1198                         *CURRENT SURVEY CONTROL
 RL1198  ___________________________________________________________________
 RL1198* NAD 83(1986)-  46 24 30.     (N)    089 34 08.     (W)     SCALED    
 RL1198* NAVD 88     -       409.473  (meters)    1343.41   (feet)  ADJUSTED  
 RL1198  ___________________________________________________________________
 RL1198  GEOID HEIGHT-         -31.10  (meters)                     GEOID03
 RL1198  DYNAMIC HT  -         409.479 (meters)    1343.43  (feet)  COMP
 RL1198  MODELED GRAV-     980,617.1   (mgal)                       NAVD 88
 RL1198
 RL1198  VERT ORDER  -  SECOND    CLASS 0
 RL1198
 RL1198.The horizontal coordinates were scaled from a topographic map and have
 RL1198.an estimated accuracy of +/- 6 seconds.
 RL1198
 RL1198.The orthometric height was determined by differential leveling
 RL1198.and adjusted by the National Geodetic Survey in June 1991..
 RL1198
 RL1198.The geoid height was determined by GEOID03.
 RL1198
 RL1198.The dynamic height is computed by dividing the NAVD 88
 RL1198.geopotential number by the normal gravity value computed on the
 RL1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1198.degrees latitude (g = 980.6199 gals.).
 RL1198
 RL1198.The modeled gravity was interpolated from observed gravity values.
 RL1198
 RL1198;                    North         East    Units  Estimated Accuracy
 RL1198;SPC MI N     -   183,810.    7,802,530.      MT  (+/- 180 meters Scaled)
 RL1198
 RL1198                          SUPERSEDED SURVEY CONTROL
 RL1198
 RL1198  NGVD 29 (??/??/92)  409.474  (m)         1343.42   (f) ADJ UNCH    2 0
 RL1198
 RL1198.Superseded values are not recommended for survey control.
 RL1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1198.See file dsdata.txt to determine how the superseded data were derived.
 RL1198
 RL1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS025426(NAD 83)
 RL1198_MARKER: DB = BENCH MARK DISK
 RL1198_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1198_SP_SET: BRIDGE
 RL1198_STAMPING: L 142 1948
 RL1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1198+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 RL1198
 RL1198  HISTORY     - Date     Condition        Report By
 RL1198  HISTORY     - 1948     MONUMENTED       CGS
 RL1198  HISTORY     - 1987     GOOD             USPSQD
 RL1198  HISTORY     - 19950612 GOOD             USPSQD
 RL1198  HISTORY     - 20040805 GOOD             USPSQD
 RL1198
 RL1198                          STATION DESCRIPTION
 RL1198
 RL1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1198'7.4 MI NE FROM MARENISCO.
 RL1198'ABOUT 7.35 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1198'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, SET IN THE TOP OF
 RL1198'THE EAST END OF THE NORTH HEAD WALL OF AN 18-FOOT CONCRETE BRIDGE
 RL1198'OVER MARSHALL CREEK, 43 FEET NORTHWEST OF THE CENTER OF THE JUNCTION
 RL1198'OF THE HIGHWAY AND A ROAD SOUTHEAST TO 500 BUSHEL CLUB, 25 FEET
 RL1198'NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT WEST OF THE
 RL1198'EAST END OF THE HEAD WALL AND 4 FEET BELOW THE HIGHWAY.
 RL1198
 RL1198                          STATION RECOVERY (1987)
 RL1198
 RL1198'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1198'RECOVERED IN GOOD CONDITION.
 RL1198
 RL1198                          STATION RECOVERY (1995)
 RL1198
 RL1198'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1198'RECOVERED IN GOOD CONDITION.
 RL1198
 RL1198                          STATION RECOVERY (2004)
 RL1198
 RL1198'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0960 ***********************************************************************
 RL0960  DESIGNATION -  L 143
 RL0960  PID         -  RL0960
 RL0960  STATE/COUNTY-  MI/GOGEBIC
 RL0960  USGS QUAD   -  THOUSAND ISLAND LAKE (1981)
 RL0960
 RL0960                         *CURRENT SURVEY CONTROL
 RL0960  ___________________________________________________________________
 RL0960* NAD 83(1986)-  46 14 52.     (N)    089 26 25.     (W)     SCALED    
 RL0960* NAVD 88     -       513.994  (meters)    1686.33   (feet)  ADJUSTED  
 RL0960  ___________________________________________________________________
 RL0960  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 RL0960  DYNAMIC HT  -         514.001 (meters)    1686.35  (feet)  COMP
 RL0960  MODELED GRAV-     980,612.0   (mgal)                       NAVD 88
 RL0960
 RL0960  VERT ORDER  -  SECOND    CLASS 0
 RL0960
 RL0960.The horizontal coordinates were scaled from a topographic map and have
 RL0960.an estimated accuracy of +/- 6 seconds.
 RL0960
 RL0960.The orthometric height was determined by differential leveling
 RL0960.and adjusted by the National Geodetic Survey in June 1991..
 RL0960
 RL0960.The geoid height was determined by GEOID03.
 RL0960
 RL0960.The dynamic height is computed by dividing the NAVD 88
 RL0960.geopotential number by the normal gravity value computed on the
 RL0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0960.degrees latitude (g = 980.6199 gals.).
 RL0960
 RL0960.The modeled gravity was interpolated from observed gravity values.
 RL0960
 RL0960;                    North         East    Units  Estimated Accuracy
 RL0960;SPC MI N     -   165,660.    7,811,860.      MT  (+/- 180 meters Scaled)
 RL0960
 RL0960                          SUPERSEDED SURVEY CONTROL
 RL0960
 RL0960  NGVD 29 (??/??/92)  514.005  (m)         1686.36   (f) ADJ UNCH    2 0
 RL0960
 RL0960.Superseded values are not recommended for survey control.
 RL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0960.See file dsdata.txt to determine how the superseded data were derived.
 RL0960
 RL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS118244(NAD 83)
 RL0960_MARKER: DB = BENCH MARK DISK
 RL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0960_STAMPING: L 143 1948
 RL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0960+STABILITY: SURFACE MOTION
 RL0960
 RL0960  HISTORY     - Date     Condition        Report By
 RL0960  HISTORY     - 1948     MONUMENTED       CGS
 RL0960  HISTORY     - 20050414 POOR             GEOCAC
 RL0960
 RL0960                          STATION DESCRIPTION
 RL0960
 RL0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0960'15.8 MI SW FROM WATERSMEET.
 RL0960'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0960'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY 2,
 RL0960'THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE CISCO CHAIN OF
 RL0960'LAKES ROAD, AT THE JUNCTION OF A ROAD WEST, 95 FEET SOUTHWEST OF
 RL0960'THE CENTER OF THE JUNCTION, 27 FEET NORTHWEST OF THE CENTER
 RL0960'LINE OF THE ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 RL0960'WEST, 5 FEET WEST OF THE SOUTHEAST LEG OF A SIGN POST, 2 FEET
 RL0960'NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE
 RL0960'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0960'INCHES.
 RL0960
 RL0960                          STATION RECOVERY (2005)
 RL0960
 RL0960'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0960'NAD 83(1986)-  46 14 53.5  (N)    089 26 22.9  (W)   HANDHELD GPS
 RL0960' 
 RL0960'MILEAGE UPDATES DUE TO ROAD CHANGES.
 RL0960' 
 RL0960'US-45 AT WATERSMEET.  11.0 MILE WEST ALONG US-2, THENCE 3.6 MILES
 RL0960'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD TO Y
 RL0960'INTERSECTION AND THE MARK.
 RL0960' 
 RL0960'MARK IS LOCATED ABOUT 3 FT BEHIND A LARGE WOOD LOCAL DIRECTORY SIGN.
 RL0960'IT IS LEANING (ABOUT 1/2 FT OUT OF PLUMB) AND PROJECTING 1 FT ABOVE
 RL0960'GROUND.   PROBABLY DISTURBED BY ALL THE ACTIVITY AT THIS LOCATION,
 RL0960'SIGNS, UTILTIES ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1056 ***********************************************************************
 RL1056  DESIGNATION -  L 144
 RL1056  PID         -  RL1056
 RL1056  STATE/COUNTY-  MI/ONTONAGON
 RL1056  USGS QUAD   -  
 RL1056
 RL1056                         *CURRENT SURVEY CONTROL
 RL1056  ___________________________________________________________________
 RL1056* NAD 83(1986)-  46 26 27.     (N)    089 14 55.     (W)     SCALED    
 RL1056* NAVD 88     -       409.556  (meters)    1343.68   (feet)  ADJUSTED  
 RL1056  ___________________________________________________________________
 RL1056  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RL1056  DYNAMIC HT  -         409.571 (meters)    1343.73  (feet)  COMP
 RL1056  MODELED GRAV-     980,638.6   (mgal)                       NAVD 88
 RL1056
 RL1056  VERT ORDER  -  SECOND    CLASS 0
 RL1056
 RL1056.The horizontal coordinates were scaled from a topographic map and have
 RL1056.an estimated accuracy of +/- 6 seconds.
 RL1056
 RL1056.The orthometric height was determined by differential leveling
 RL1056.and adjusted by the National Geodetic Survey in June 1991..
 RL1056
 RL1056.The geoid height was determined by GEOID03.
 RL1056
 RL1056.The dynamic height is computed by dividing the NAVD 88
 RL1056.geopotential number by the normal gravity value computed on the
 RL1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1056.degrees latitude (g = 980.6199 gals.).
 RL1056
 RL1056.The modeled gravity was interpolated from observed gravity values.
 RL1056
 RL1056;                    North         East    Units  Estimated Accuracy
 RL1056;SPC MI N     -   186,670.    7,827,240.      MT  (+/- 180 meters Scaled)
 RL1056
 RL1056                          SUPERSEDED SURVEY CONTROL
 RL1056
 RL1056  NGVD 29 (??/??/92)  409.576  (m)         1343.75   (f) ADJ UNCH    2 0
 RL1056
 RL1056.Superseded values are not recommended for survey control.
 RL1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1056.See file dsdata.txt to determine how the superseded data were derived.
 RL1056
 RL1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS272454(NAD 83)
 RL1056_MARKER: DB = BENCH MARK DISK
 RL1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1056_STAMPING: L 144 1948
 RL1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1056+STABILITY: SURFACE MOTION
 RL1056
 RL1056  HISTORY     - Date     Condition        Report By
 RL1056  HISTORY     - 1948     MONUMENTED       CGS
 RL1056  HISTORY     - 20010617 GOOD             USPSQD
 RL1056  HISTORY     - 20041028 MARK NOT FOUND   GEOCAC
 RL1056
 RL1056                          STATION DESCRIPTION
 RL1056
 RL1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1056'7.8 MI SE FROM EWEN.
 RL1056'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL1056'CHURCH AT EWEN, THENCE ABOUT 6.9 MILES SOUTH ALONG A GRAVEL
 RL1056'ROAD, ABOUT 246 FEET NORTHWEST OF THE CREST OF A SMALL KNOLL,
 RL1056'37 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 11 FEET
 RL1056'SOUTHEAST OF A CLUSTER OF 3 MAPLE SAPPLINGS, 31 FEET WEST OF
 RL1056'A SMALL SPRUCE TREE, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS
 RL1056'POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1056'POST PROJECTING 5 INCHES.
 RL1056
 RL1056                          STATION RECOVERY (2001)
 RL1056
 RL1056'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1056'RECOVERED IN GOOD CONDITION.
 RL1056
 RL1056                          STATION RECOVERY (2004)
 RL1056
 RL1056'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL1056'NO EVIDENCE OF THE MARK WAS FOUND.  RECENT ROAD CONSTRUCTION, NEW
 RL1056'PAVEMENT, DITCHING AND ROAD GRADE MAKES FINDING EXACT LOCATION
 RL1056'DIFFICULT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1257 ***********************************************************************
 RL1257  DESIGNATION -  L 145
 RL1257  PID         -  RL1257
 RL1257  STATE/COUNTY-  MI/GOGEBIC
 RL1257  USGS QUAD   -  CHANEY LAKE (1982)
 RL1257
 RL1257                         *CURRENT SURVEY CONTROL
 RL1257  ___________________________________________________________________
 RL1257* NAD 83(1986)-  46 18 23.     (N)    089 55 38.     (W)     SCALED    
 RL1257* NAVD 88     -       513.863  (meters)    1685.90   (feet)  ADJUSTED  
 RL1257  ___________________________________________________________________
 RL1257  GEOID HEIGHT-         -30.88  (meters)                     GEOID03
 RL1257  DYNAMIC HT  -         513.858 (meters)    1685.88  (feet)  COMP
 RL1257  MODELED GRAV-     980,587.9   (mgal)                       NAVD 88
 RL1257
 RL1257  VERT ORDER  -  SECOND    CLASS 0
 RL1257
 RL1257.The horizontal coordinates were scaled from a topographic map and have
 RL1257.an estimated accuracy of +/- 6 seconds.
 RL1257
 RL1257.The orthometric height was determined by differential leveling
 RL1257.and adjusted by the National Geodetic Survey in June 1991..
 RL1257
 RL1257.The geoid height was determined by GEOID03.
 RL1257
 RL1257.The dynamic height is computed by dividing the NAVD 88
 RL1257.geopotential number by the normal gravity value computed on the
 RL1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1257.degrees latitude (g = 980.6199 gals.).
 RL1257
 RL1257.The modeled gravity was interpolated from observed gravity values.
 RL1257
 RL1257;                    North         East    Units  Estimated Accuracy
 RL1257;SPC MI N     -   173,440.    7,774,580.      MT  (+/- 180 meters Scaled)
 RL1257
 RL1257                          SUPERSEDED SURVEY CONTROL
 RL1257
 RL1257  NGVD 29 (??/??/92)  513.851  (m)         1685.86   (f) ADJ UNCH    2 0
 RL1257
 RL1257.Superseded values are not recommended for survey control.
 RL1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1257.See file dsdata.txt to determine how the superseded data were derived.
 RL1257
 RL1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS745322(NAD 83)
 RL1257_MARKER: DB = BENCH MARK DISK
 RL1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1257_STAMPING: L 145 1948
 RL1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1257+STABILITY: SURFACE MOTION
 RL1257
 RL1257  HISTORY     - Date     Condition        Report By
 RL1257  HISTORY     - 1948     MONUMENTED       CGS
 RL1257  HISTORY     - 1988     GOOD             USPSQD
 RL1257  HISTORY     - 19960624 GOOD             USPSQD
 RL1257
 RL1257                          STATION DESCRIPTION
 RL1257
 RL1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1257'12.1 MI S FROM WAKEFIELD.
 RL1257'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY
 RL1257'HALL AT WAKEFIELD, THENCE ABOUT 11.5 MILES SOUTH ALONG CHANEY
 RL1257'LAKE ROAD, ABOUT 0.1 MILE SOUTH OF A 40-INCH PIPE CULVERT,
 RL1257'ABOUT 0.35 MILE SOUTH OF A ROAD SOUTHEAST, ABOUT 0.2 MILE
 RL1257'SOUT OF A DIM CROSS ROAD, ACROSS ROAD FROM ABOUT THE CENTER
 RL1257'OF A LONG 15-FOOT BENCH CUT, ABOUT 0.5 MILE NORTH OF THE
 RL1257'MICHIGAN-WISCONSIN STATE LINE, 77 FEET SOUTH-SOUTHWEST
 RL1257'OF A TRIANGULAR BLAZED 26-INCH HEMLOCK TREE, 119 FEET
 RL1257'NORTH-NORTHEAST OF THE JUNCTION OF A ROAD EAST TO A LAKE CAMP,
 RL1257'40 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 4 1/2 FEET
 RL1257'NORTH-NORTHWEST OF A TRIANGULAR BLAZED 7-INCH HARD MAPLE TREE,
 RL1257'2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL1257'PROJECTING 5 INCHES.
 RL1257
 RL1257                          STATION RECOVERY (1988)
 RL1257
 RL1257'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1257'RECOVERED IN GOOD CONDITION.
 RL1257
 RL1257                          STATION RECOVERY (1996)
 RL1257
 RL1257'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1161 ***********************************************************************
 RL1161  DESIGNATION -  L 146
 RL1161  PID         -  RL1161
 RL1161  STATE/COUNTY-  MI/GOGEBIC
 RL1161  USGS QUAD   -  GOGEBIC (1982)
 RL1161
 RL1161                         *CURRENT SURVEY CONTROL
 RL1161  ___________________________________________________________________
 RL1161* NAD 83(1986)-  46 17 47.     (N)    089 34 11.     (W)     SCALED    
 RL1161* NAVD 88     -       513.762  (meters)    1685.57   (feet)  ADJUSTED  
 RL1161  ___________________________________________________________________
 RL1161  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 RL1161  DYNAMIC HT  -         513.773 (meters)    1685.60  (feet)  COMP
 RL1161  MODELED GRAV-     980,619.5   (mgal)                       NAVD 88
 RL1161
 RL1161  VERT ORDER  -  SECOND    CLASS 0
 RL1161
 RL1161.The horizontal coordinates were scaled from a topographic map and have
 RL1161.an estimated accuracy of +/- 6 seconds.
 RL1161
 RL1161.The orthometric height was determined by differential leveling
 RL1161.and adjusted by the National Geodetic Survey in June 1991..
 RL1161
 RL1161.The geoid height was determined by GEOID03.
 RL1161
 RL1161.The dynamic height is computed by dividing the NAVD 88
 RL1161.geopotential number by the normal gravity value computed on the
 RL1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1161.degrees latitude (g = 980.6199 gals.).
 RL1161
 RL1161.The modeled gravity was interpolated from observed gravity values.
 RL1161
 RL1161;                    North         East    Units  Estimated Accuracy
 RL1161;SPC MI N     -   171,380.    7,802,060.      MT  (+/- 180 meters Scaled)
 RL1161
 RL1161                          SUPERSEDED SURVEY CONTROL
 RL1161
 RL1161  NGVD 29 (??/??/92)  513.776  (m)         1685.61   (f) ADJ UNCH    2 0
 RL1161
 RL1161.Superseded values are not recommended for survey control.
 RL1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1161.See file dsdata.txt to determine how the superseded data were derived.
 RL1161
 RL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS020301(NAD 83)
 RL1161_MARKER: DB = BENCH MARK DISK
 RL1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1161_STAMPING: L 146 1948
 RL1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1161+STABILITY: SURFACE MOTION
 RL1161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1161+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 RL1161
 RL1161  HISTORY     - Date     Condition        Report By
 RL1161  HISTORY     - 1948     MONUMENTED       CGS
 RL1161  HISTORY     - 20050419 GOOD             GEOCAC
 RL1161
 RL1161                          STATION DESCRIPTION
 RL1161
 RL1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1161'21.4 MI SW FROM MARENISCO.
 RL1161'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 64 FROM THE CHICAGO
 RL1161'AND NORTH WESTERN RAILWAY STATION AT MARENISCO, THENCE ABOUT
 RL1161'12.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 2, THENCE ABOUT 4.85
 RL1161'MILES SOUTH ALONG LANGFORD LAKE ROAD, THENCE ABOUT 3.35 MILES
 RL1161'WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 1.0 MILE NORTHEAST
 RL1161'OF THE BRIDGE OVER POMEROY CREEK, AT THE JUNCTION OF A FIRE
 RL1161'TRAIL NORTH TO GOGEBIC STATION, AT THE OUTSIDE OF A CURVE
 RL1161'SOUTHWEST AND SOUTHEAST, 114 FEET WEST-NORTHWEST AND ACROSS
 RL1161'THE JUNCTION FROM AN OLD CHIMNEY BASE, 19 FEET NORTHWEST OF THE
 RL1161'SOUTHWEST TANGENT OF THE ROAD, 33 FEET WEST OF THE CENTER OF
 RL1161'THE JUNCTION OF THE TRAIL NORTH, 31 FEET SOUTHWEST OF A ROAD
 RL1161'SIGN POST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 RL1161'ABOUT LEVEL WITH THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 RL1161'POST PROJECTING 6 INCHES.  MARK IS ABOUT 6.35 MILES SOUTH AND
 RL1161'SOUTHWEST ALONG A DIM FIRE TRAIL FROM ITS CROSSING WITH THE
 RL1161'CHICAGO AND NORTHWESTERN RAILWAY AT GOGEBIC STATION.
 RL1161
 RL1161                          STATION RECOVERY (2005)
 RL1161
 RL1161'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1161'NAD 83(1986)-  46 17 46.8  (N)    089 34 110.6  (W)    HANDHELD GPS
 RL1161' 
 RL1161'THE ROAD JUNCTION HAS MOVED.  THE MAIN COUNTY ROAD 527 HAS BEEN
 RL1161'IMPORVED.  TO REACH MARK FROM THE JUNCTION OF COUNTY ROAD 527 AND
 RL1161'GRAVEL NAT'L FOREST ROAD NORTHEAST (OLD DIM TRAIL), FOLLOW ROAD
 RL1161'NORTHEAST ABOUT 250 FT TO MARK ON THE LEFT, 1.5 FT SE OF AN EXISTING
 RL1161'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0896 ***********************************************************************
 RL0896  DESIGNATION -  L 147
 RL0896  PID         -  RL0896
 RL0896  STATE/COUNTY-  MI/ONTONAGON
 RL0896  USGS QUAD   -  
 RL0896
 RL0896                         *CURRENT SURVEY CONTROL
 RL0896  ___________________________________________________________________
 RL0896* NAD 83(1986)-  46 32 05.     (N)    089 15 43.     (W)     SCALED    
 RL0896* NAVD 88     -       368.121  (meters)    1207.74   (feet)  ADJUSTED  
 RL0896  ___________________________________________________________________
 RL0896  GEOID HEIGHT-         -31.75  (meters)                     GEOID03
 RL0896  DYNAMIC HT  -         368.135 (meters)    1207.79  (feet)  COMP
 RL0896  MODELED GRAV-     980,642.4   (mgal)                       NAVD 88
 RL0896
 RL0896  VERT ORDER  -  FIRST     CLASS II
 RL0896
 RL0896.The horizontal coordinates were scaled from a topographic map and have
 RL0896.an estimated accuracy of +/- 6 seconds.
 RL0896
 RL0896.The orthometric height was determined by differential leveling
 RL0896.and adjusted by the National Geodetic Survey in June 1991..
 RL0896
 RL0896.The geoid height was determined by GEOID03.
 RL0896
 RL0896.The dynamic height is computed by dividing the NAVD 88
 RL0896.geopotential number by the normal gravity value computed on the
 RL0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0896.degrees latitude (g = 980.6199 gals.).
 RL0896
 RL0896.The modeled gravity was interpolated from observed gravity values.
 RL0896
 RL0896;                    North         East    Units  Estimated Accuracy
 RL0896;SPC MI N     -   197,130.    7,826,520.      MT  (+/- 180 meters Scaled)
 RL0896
 RL0896                          SUPERSEDED SURVEY CONTROL
 RL0896
 RL0896  NGVD 29 (??/??/92)  368.130  (m)         1207.77   (f) ADJ UNCH    1 2
 RL0896
 RL0896.Superseded values are not recommended for survey control.
 RL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0896.See file dsdata.txt to determine how the superseded data were derived.
 RL0896
 RL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS265559(NAD 83)
 RL0896_MARKER: DB = BENCH MARK DISK
 RL0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0896_STAMPING: L 147 1948
 RL0896_MARK LOGO: CGS   
 RL0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0896+STABILITY: SURFACE MOTION
 RL0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0896+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 RL0896
 RL0896  HISTORY     - Date     Condition        Report By
 RL0896  HISTORY     - 1948     MONUMENTED       CGS
 RL0896  HISTORY     - 1985     GOOD             NGS
 RL0896  HISTORY     - 1987     GOOD             USPSQD
 RL0896  HISTORY     - 19930515 GOOD             MIDT
 RL0896  HISTORY     - 19960626 GOOD             USPSQD
 RL0896  HISTORY     - 20010615 GOOD             USPSQD
 RL0896  HISTORY     - 20040812 GOOD             USPSQD
 RL0896
 RL0896                          STATION DESCRIPTION
 RL0896
 RL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0896'0.9 MI E FROM EWEN.
 RL0896'ABOUT 0.9 MILE EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL0896'CHAPEL AT EWEN, AT A NORTH-SOUTH GRAVEL CROSS ROAD, 204 FEET
 RL0896'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A
 RL0896'CEMETERY, 101 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
 RL0896'62 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 53 FEET WEST
 RL0896'OF A FENCE CORNER, 59 FEET WEST OF THE WEST END OF A 24-INCH
 RL0896'PIPE CULVERT WITH CONCRETE HEAD WALLS ON ROAD SOUTH, 2 FEET WEST
 RL0896'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE
 RL0896'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0896'INCHES.
 RL0896
 RL0896                          STATION RECOVERY (1985)
 RL0896
 RL0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0896'RECOVERED IN GOOD CONDITION.  DELETE--53 FEET WEST OF A FENCE CORNER.
 RL0896'ADD--0.3 M (1.0 FT) EAST OF A WITNESS POST.
 RL0896
 RL0896                          STATION RECOVERY (1987)
 RL0896
 RL0896'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0896'RECOVERED IN GOOD CONDITION.
 RL0896
 RL0896                          STATION RECOVERY (1993)
 RL0896
 RL0896'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (BRT)
 RL0896'ABOUT 0.9 MI (1.4 KM) EAST OF EWEN, 62.0 FT (18.9 M) SOUTH OF STATE
 RL0896'HIGHWAY M-28.  FROM THE JUNCTION OF THE MAIN STREET (CEDAR STREET) AND
 RL0896'STATE HIGHWAY M-28 IN EWEN GO EAST ON STATE HIGHWAY M-28 FOR 0.9 MI
 RL0896'(1.4 KM) TO A PAVED CROSSROAD (CHOATE ROAD) AND THE STATION ON THE
 RL0896'RIGHT IN SOUTHWEST CORNER OF THIS INTERSECTION, 4 INCHES BELOW THE
 RL0896'GROUND SURFACE.  IT IS 62.0 FTSOUTH OF THE CENTERLINE OF STATE HIGHWAY
 RL0896'M-28, 81.0 FT (24.7 M) WEST OF THE CENTERLINE OF CHOATE ROAD, 73.0 FT
 RL0896'(22.3 M) NORTHEAST OF CLEAR VISION RIGHT-OF-WAY FENCE, 1 FT (0.3 M)
 RL0896'EAST OF A CARSONITE WITNESS POST AND ABOUT 7.0 FT (2.1 M) BELOW THE
 RL0896'LEVEL OF ROAD.
 RL0896
 RL0896                          STATION RECOVERY (1996)
 RL0896
 RL0896'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0896'RECOVERED IN GOOD CONDITION.
 RL0896
 RL0896                          STATION RECOVERY (2001)
 RL0896
 RL0896'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0896'RECOVERED IN GOOD CONDITION.
 RL0896
 RL0896                          STATION RECOVERY (2004)
 RL0896
 RL0896'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0074 ***********************************************************************
 SG0074  DESIGNATION -  L 148
 SG0074  PID         -  SG0074
 SG0074  STATE/COUNTY-  MI/HOUGHTON
 SG0074  USGS QUAD   -  SOUTH RANGE (1975)
 SG0074
 SG0074                         *CURRENT SURVEY CONTROL
 SG0074  ___________________________________________________________________
 SG0074* NAD 83(1986)-  47 06 55.     (N)    088 38 28.     (W)     SCALED    
 SG0074* NAVD 88     -       279.747  (meters)     917.80   (feet)  ADJUSTED  
 SG0074  ___________________________________________________________________
 SG0074  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 SG0074  DYNAMIC HT  -         279.789 (meters)     917.94  (feet)  COMP
 SG0074  MODELED GRAV-     980,754.1   (mgal)                       NAVD 88
 SG0074
 SG0074  VERT ORDER  -  FIRST     CLASS II
 SG0074
 SG0074.The horizontal coordinates were scaled from a topographic map and have
 SG0074.an estimated accuracy of +/- 6 seconds.
 SG0074
 SG0074.The orthometric height was determined by differential leveling
 SG0074.and adjusted by the National Geodetic Survey in June 1991..
 SG0074
 SG0074.The geoid height was determined by GEOID03.
 SG0074
 SG0074.The dynamic height is computed by dividing the NAVD 88
 SG0074.geopotential number by the normal gravity value computed on the
 SG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0074.degrees latitude (g = 980.6199 gals.).
 SG0074
 SG0074.The modeled gravity was interpolated from observed gravity values.
 SG0074
 SG0074;                    North         East    Units  Estimated Accuracy
 SG0074;SPC MI N     -   260,480.    7,875,460.      MT  (+/- 180 meters Scaled)
 SG0074
 SG0074                          SUPERSEDED SURVEY CONTROL
 SG0074
 SG0074  NGVD 29 (??/??/92)  279.750  (m)          917.81   (f) ADJ UNCH    1 2
 SG0074
 SG0074.Superseded values are not recommended for survey control.
 SG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0074.See file dsdata.txt to determine how the superseded data were derived.
 SG0074
 SG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT755192(NAD 83)
 SG0074_MARKER: DB = BENCH MARK DISK
 SG0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0074_STAMPING: L 148 1948
 SG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0074+STABILITY: SURFACE MOTION
 SG0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0074+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2005
 SG0074
 SG0074  HISTORY     - Date     Condition        Report By
 SG0074  HISTORY     - 1948     MONUMENTED       CGS
 SG0074  HISTORY     - 20050713 GOOD             GEOCAC
 SG0074
 SG0074                          STATION DESCRIPTION
 SG0074
 SG0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0074'3.4 MI NE FROM SOUTH RANGE.
 SG0074'ABOUT 3.45 MILES NORTHEAST ALONG THE COPPER RANGE RAILROAD FROM
 SG0074'THE STATION AT SOUTH RANGE, ABOUT 4.15 MILES WEST OF THE STATION
 SG0074'AT HOUGHTON, ABOUT 1.0 MILE NORTHEAST OF THE BLACK TOP ROAD
 SG0074'CROSSING AT ATLANTIC MINE, AT A GAP IN THE EAST R/W FENCE, 42 FEET
 SG0074'EAST OF THE EAST RAIL, 60 FEET SOUTHEAST OF A TELEPHONE POLE, 9
 SG0074'FEET SOUTH OF THE CENTER LINE OF THE GAP, 3 FEET WEST OF THE
 SG0074'FENCE LINE, 405 FEET SOUTH-SOUTHEAST OF MILE POST 21, 1 1/2 FEET
 SG0074'SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE TRACK AND
 SG0074'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SG0074
 SG0074                          STATION RECOVERY (2005)
 SG0074
 SG0074'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0074'ATLANTIC MINE, ABOUT 1.25 MILES NORTH-NORTHWEST OF THE POST OFFICE AND
 SG0074'FIRE STATION, ABOUT 1 MILE NORTH OF THE INTERSECTION OF ATLANTIC AVE
 SG0074'AND A SNOWMOBILE/ATV TRAIL (THE 0LD RAILROAD GRADE). IN THE SE 1/4 OF
 SG0074'SECTION 32, T-55-N/R-34-W.
 SG0074' 
 SG0074'FROM THE POST OFFICE IN ATLANTIC MINE, GO NORTH ALONG OLD HWY 26 FOR
 SG0074'0.1 MILE TO ATLANTIC AVE, THENCE LEFT (N BY NW) 0.8 MILES ALONG
 SG0074'ATLANTIC AVE TO A SEWER PUMPING STATION ON THE RIGHT AND THE OLD R/R
 SG0074'GRADE, THENCE RIGHT (N) ALONG THE SNOWMOBILE/ATV TRAIL 1.0 MILES TO
 SG0074'MARK ON RIGHT.
 SG0074' 
 SG0074'IT IS 0.31 MILES NORTHWEST OF A TRAIL EAST, 45 FT EAST OF THE C/L OF
 SG0074'THE TRAIL, ABOUT 9 FT SOUTHG OF THE C/L OF A DIM DEER TRAIL, 3 FT WEST
 SG0074'OF THE RUINS OF A OLD FENCE LINE, 1.5 FT NORTH OF A METAL WITNESS
 SG0074'POST, ABOUT 2 FT BELOW THE TRAIL AND PRJECTIING ABOUT 3 INCHES ABOVE
 SG0074'GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0561 ***********************************************************************
 RL0561  DESIGNATION -  L 149
 RL0561  PID         -  RL0561
 RL0561  STATE/COUNTY-  MI/BARAGA
 RL0561  USGS QUAD   -  PELKIE (1985)
 RL0561
 RL0561                         *CURRENT SURVEY CONTROL
 RL0561  ___________________________________________________________________
 RL0561* NAD 83(1986)-  46 49 23.     (N)    088 38 07.     (W)     SCALED    
 RL0561* NAVD 88     -       205.886  (meters)     675.48   (feet)  ADJUSTED  
 RL0561  ___________________________________________________________________
 RL0561  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 RL0561  DYNAMIC HT  -         205.898 (meters)     675.52  (feet)  COMP
 RL0561  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RL0561
 RL0561  VERT ORDER  -  SECOND    CLASS 0
 RL0561
 RL0561.The horizontal coordinates were scaled from a topographic map and have
 RL0561.an estimated accuracy of +/- 6 seconds.
 RL0561
 RL0561.The orthometric height was determined by differential leveling
 RL0561.and adjusted by the National Geodetic Survey in June 1991..
 RL0561
 RL0561.The geoid height was determined by GEOID03.
 RL0561
 RL0561.The dynamic height is computed by dividing the NAVD 88
 RL0561.geopotential number by the normal gravity value computed on the
 RL0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0561.degrees latitude (g = 980.6199 gals.).
 RL0561
 RL0561.The modeled gravity was interpolated from observed gravity values.
 RL0561
 RL0561;                    North         East    Units  Estimated Accuracy
 RL0561;SPC MI N     -   228,000.    7,875,230.      MT  (+/- 180 meters Scaled)
 RL0561
 RL0561                          SUPERSEDED SURVEY CONTROL
 RL0561
 RL0561  NGVD 29 (??/??/92)  205.872  (m)          675.43   (f) ADJ UNCH    2 0
 RL0561
 RL0561.Superseded values are not recommended for survey control.
 RL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0561.See file dsdata.txt to determine how the superseded data were derived.
 RL0561
 RL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS752867(NAD 83)
 RL0561_MARKER: DB = BENCH MARK DISK
 RL0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0561_STAMPING: L 149 1948
 RL0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0561+STABILITY: SURFACE MOTION
 RL0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0561+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 RL0561
 RL0561  HISTORY     - Date     Condition        Report By
 RL0561  HISTORY     - 1948     MONUMENTED       CGS
 RL0561  HISTORY     - 20040420 GOOD             GEOCAC
 RL0561
 RL0561                          STATION DESCRIPTION
 RL0561
 RL0561'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0561'0.4 MI N FROM PELKIE.
 RL0561'0.4 MILE NORTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT PELKIE,
 RL0561'ABOUT 1.0 MILE SOUTH OF THE BRIDGE OVER OTTER RIVER, AT A CROSS
 RL0561'ROAD AND AT THE PELKIE TOWN HALL, 80 FEET EAST-SOUTHEAST OF
 RL0561'THE CENTER OF THE INTERSECTION, 32 FEET SOUTH OF THE CENTER
 RL0561'LINE OF THE CROSS ROAD, 72 FEET EAST OF THE CENTER LINE OF THE
 RL0561'ROAD, 48 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 RL0561'TOWN HALL, 14 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF
 RL0561'THE FENCE LINE, 6 FEET WEST OF A POWER POLE AND IN LINE WITH
 RL0561'EAST-WEST ROW OF POLES, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0561'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0561'POST PROJECTING 5 INCHES.
 RL0561
 RL0561                          STATION RECOVERY (2004)
 RL0561
 RL0561'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0561'NAD 83 )-  46 49 22.5 (N) -  088 38 08.5 (W) GARMIN GPS V
 RL0561' 
 RL0561'NOTE-BUILDING IS SIGNED AS THE 'HISTORIC PELKIE GRADE SCHOOL'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0332 ***********************************************************************
 RK0332  DESIGNATION -  L 150
 RK0332  PID         -  RK0332
 RK0332  STATE/COUNTY-  MI/MARQUETTE
 RK0332  USGS QUAD   -  DIORITE (1975)
 RK0332
 RK0332                         *CURRENT SURVEY CONTROL
 RK0332  ___________________________________________________________________
 RK0332* NAD 83(1986)-  46 35 31.     (N)    087 46 15.     (W)     SCALED    
 RK0332* NAVD 88     -       447.954  (meters)    1469.66   (feet)  ADJUSTED  
 RK0332  ___________________________________________________________________
 RK0332  GEOID HEIGHT-         -33.94  (meters)                     GEOID03
 RK0332  DYNAMIC HT  -         447.977 (meters)    1469.74  (feet)  COMP
 RK0332  MODELED GRAV-     980,651.7   (mgal)                       NAVD 88
 RK0332
 RK0332  VERT ORDER  -  SECOND    CLASS 0
 RK0332
 RK0332.The horizontal coordinates were scaled from a topographic map and have
 RK0332.an estimated accuracy of +/- 6 seconds.
 RK0332
 RK0332.The orthometric height was determined by differential leveling
 RK0332.and adjusted by the National Geodetic Survey in June 1991..
 RK0332
 RK0332.The geoid height was determined by GEOID03.
 RK0332
 RK0332.The dynamic height is computed by dividing the NAVD 88
 RK0332.geopotential number by the normal gravity value computed on the
 RK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0332.degrees latitude (g = 980.6199 gals.).
 RK0332
 RK0332.The modeled gravity was interpolated from observed gravity values.
 RK0332
 RK0332;                    North         East    Units  Estimated Accuracy
 RK0332;SPC MI N     -   201,310.    7,940,930.      MT  (+/- 180 meters Scaled)
 RK0332
 RK0332                          SUPERSEDED SURVEY CONTROL
 RK0332
 RK0332  NGVD 29 (??/??/92)  447.901  (m)         1469.49   (f) ADJ UNCH    2 0
 RK0332
 RK0332.Superseded values are not recommended for survey control.
 RK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0332.See file dsdata.txt to determine how the superseded data were derived.
 RK0332
 RK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS409601(NAD 83)
 RK0332_MARKER: DB = BENCH MARK DISK
 RK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0332_STAMPING: L 150 1948
 RK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0332+STABILITY: SURFACE MOTION
 RK0332
 RK0332  HISTORY     - Date     Condition        Report By
 RK0332  HISTORY     - 1948     MONUMENTED       CGS
 RK0332  HISTORY     - 1985     GOOD             NGS
 RK0332
 RK0332                          STATION DESCRIPTION
 RK0332
 RK0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0332'11.8 MI NW FROM ISHPEMING.
 RK0332'8.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 RK0332'OF U.S. HIGHWAY 41 AND NORTH SECOND STREET IN ISHPEMING, THENCE
 RK0332'2.95 MILES NORTHWEST ALONG A GRAVEL ROAD, 0.2 MILE SOUTH OF A
 RK0332'DIM ROAD WEST, ALONG A SHORT TANGENT AT THE NORTHWEST END OF
 RK0332'AN S CURVE, OPPOSITE A LARGE CLEARING ON THE SOUTHWEST SIDE
 RK0332'OF THE ROAD, 38 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RK0332'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 RK0332'ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 RK0332'PROJECTING 6 INCHES.
 RK0332
 RK0332                          STATION RECOVERY (1985)
 RK0332
 RK0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0599 ***********************************************************************
 RL0599  DESIGNATION -  L 151
 RL0599  PID         -  RL0599
 RL0599  STATE/COUNTY-  MI/HOUGHTON
 RL0599  USGS QUAD   -  
 RL0599
 RL0599                         *CURRENT SURVEY CONTROL
 RL0599  ___________________________________________________________________
 RL0599* NAD 83(1986)-  46 46 03.     (N)    088 50 03.     (W)     SCALED    
 RL0599* NAVD 88     -       323.377  (meters)    1060.95   (feet)  ADJUSTED  
 RL0599  ___________________________________________________________________
 RL0599  GEOID HEIGHT-         -32.99  (meters)                     GEOID03
 RL0599  DYNAMIC HT  -         323.394 (meters)    1061.00  (feet)  COMP
 RL0599  MODELED GRAV-     980,657.9   (mgal)                       NAVD 88
 RL0599
 RL0599  VERT ORDER  -  SECOND    CLASS 0
 RL0599
 RL0599.The horizontal coordinates were scaled from a topographic map and have
 RL0599.an estimated accuracy of +/- 6 seconds.
 RL0599
 RL0599.The orthometric height was determined by differential leveling
 RL0599.and adjusted by the National Geodetic Survey in June 1991..
 RL0599
 RL0599.The geoid height was determined by GEOID03.
 RL0599
 RL0599.The dynamic height is computed by dividing the NAVD 88
 RL0599.geopotential number by the normal gravity value computed on the
 RL0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0599.degrees latitude (g = 980.6199 gals.).
 RL0599
 RL0599.The modeled gravity was interpolated from observed gravity values.
 RL0599
 RL0599;                    North         East    Units  Estimated Accuracy
 RL0599;SPC MI N     -   222,150.    7,859,920.      MT  (+/- 180 meters Scaled)
 RL0599
 RL0599                          SUPERSEDED SURVEY CONTROL
 RL0599
 RL0599  NGVD 29 (??/??/92)  323.360  (m)         1060.89   (f) ADJ UNCH    2 0
 RL0599
 RL0599.Superseded values are not recommended for survey control.
 RL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0599.See file dsdata.txt to determine how the superseded data were derived.
 RL0599
 RL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS599809(NAD 83)
 RL0599_MARKER: DB = BENCH MARK DISK
 RL0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0599_STAMPING: L 151 1948
 RL0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0599+STABILITY: SURFACE MOTION
 RL0599
 RL0599  HISTORY     - Date     Condition        Report By
 RL0599  HISTORY     - 1948     MONUMENTED       CGS
 RL0599
 RL0599                          STATION DESCRIPTION
 RL0599
 RL0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0599'3.6 MI W FROM ALSTON.
 RL0599'3.55 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0599'ABOUT 0.35 MILE WEST OF A ROAD SOUTH, AT A FENCE CORNER NORTH
 RL0599'OF ROAD, 334 FEET EAST OF THE NORTH END OF A 26-INCH PIPE CULVERT
 RL0599'UNDER HIGHWAY, 51 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RL0599'3 FEET WEST OF THE FENCE CORNER AND IN LINE WITH THE FENCE LINE
 RL0599'EAST, 3 FEET WEST OF THE FENCE LINE NORTH, 2 FEET EAST OF A
 RL0599'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 RL0599'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0083 ***********************************************************************
 SG0083  DESIGNATION -  L 152
 SG0083  PID         -  SG0083
 SG0083  STATE/COUNTY-  MI/HOUGHTON
 SG0083  USGS QUAD   -  SOUTH RANGE (1975)
 SG0083
 SG0083                         *CURRENT SURVEY CONTROL
 SG0083  ___________________________________________________________________
 SG0083* NAD 83(1986)-  47 03 40.     (N)    088 38 20.     (W)     SCALED    
 SG0083* NAVD 88     -       348.349  (meters)    1142.88   (feet)  ADJUSTED  
 SG0083  ___________________________________________________________________
 SG0083  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 SG0083  DYNAMIC HT  -         348.392 (meters)    1143.02  (feet)  COMP
 SG0083  MODELED GRAV-     980,726.3   (mgal)                       NAVD 88
 SG0083
 SG0083  VERT ORDER  -  FIRST     CLASS II
 SG0083
 SG0083.The horizontal coordinates were scaled from a topographic map and have
 SG0083.an estimated accuracy of +/- 6 seconds.
 SG0083
 SG0083.The orthometric height was determined by differential leveling
 SG0083.and adjusted by the National Geodetic Survey in June 1991..
 SG0083
 SG0083.The geoid height was determined by GEOID03.
 SG0083
 SG0083.The dynamic height is computed by dividing the NAVD 88
 SG0083.geopotential number by the normal gravity value computed on the
 SG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0083.degrees latitude (g = 980.6199 gals.).
 SG0083
 SG0083.The modeled gravity was interpolated from observed gravity values.
 SG0083
 SG0083;                    North         East    Units  Estimated Accuracy
 SG0083;SPC MI N     -   254,460.    7,875,500.      MT  (+/- 180 meters Scaled)
 SG0083
 SG0083                          SUPERSEDED SURVEY CONTROL
 SG0083
 SG0083  NGVD 29 (??/??/92)  348.341  (m)         1142.85   (f) ADJ UNCH    1 2
 SG0083
 SG0083.Superseded values are not recommended for survey control.
 SG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0083.See file dsdata.txt to determine how the superseded data were derived.
 SG0083
 SG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT755132(NAD 83)
 SG0083_MARKER: DB = BENCH MARK DISK
 SG0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0083_SP_SET: MANHOLE
 SG0083_STAMPING: L 152 1948
 SG0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0083+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SG0083
 SG0083  HISTORY     - Date     Condition        Report By
 SG0083  HISTORY     - 1948     MONUMENTED       CGS
 SG0083  HISTORY     - 19960711 MARK NOT FOUND   MIDT
 SG0083
 SG0083                          STATION DESCRIPTION
 SG0083
 SG0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0083'0.6 MI SW FROM SOUTH RANGE.
 SG0083'ABOUT 0.65 MILE SOUTHWEST ALONG THE COPPER RANGE RAILROAD FROM
 SG0083'THE STATION AT SOUTH RANGE, SET IN THE TOP OF THE NORTHWEST
 SG0083'CORNER OF A CONCRETE MAN HOLE, 381 FEET SOUTH OF THE CENTER
 SG0083'OF A ROAD CROSSING AND THE CROSSING OF TWO POWER TRANSMISSION
 SG0083'LINES, ABOUT 160 YARDS NORTH OF A SWITCH TO AN OLD MINE
 SG0083'LOCATION ON EAST SIDE OF TRACK, 7 FEET EAST OF THE EAST RAIL,
 SG0083'8 1/2 FEET SOUTH-SOUTHWEST OF A WHISTLE SIGN POST, 17 FEET
 SG0083'WEST OF THE R/W FENCE LINE AND 2 FEET ABOVE THE TRACK.
 SG0083
 SG0083                          STATION RECOVERY (1996)
 SG0083
 SG0083'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 SG0083'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 SG0083'NOTE-THE RAILROAD HAS BEEN ABANDONED AND DISMANTLED YEARS AGO MARK
 SG0083'SEARCHED FOR AND NOT RECOVERED, PRESUMMED DESTROYED BY SEWER LINE
 SG0083'CONSTRUCTION 1995.  THE MANHOLE COULD NOT BE FOUND, A NEW PUMPING
 SG0083'STATION IS ABOUT 90 M (295.3 FT) NORTH OF THE LOCATION AND THE SEWER
 SG0083'LINE RUNS ALONG THE EAST SIDE OF THE OLD GRADE.  THE MARK COULD NOT
 SG0083'HAVE SURVIVED THE CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0508 ***********************************************************************
 RL0508  DESIGNATION -  L 153
 RL0508  PID         -  RL0508
 RL0508  STATE/COUNTY-  MI/ONTONAGON
 RL0508  USGS QUAD   -  
 RL0508
 RL0508                         *CURRENT SURVEY CONTROL
 RL0508  ___________________________________________________________________
 RL0508* NAD 83(1986)-  46 50 53.     (N)    088 58 34.     (W)     SCALED    
 RL0508* NAVD 88     -       394.093  (meters)    1292.95   (feet)  ADJUSTED  
 RL0508  ___________________________________________________________________
 RL0508  GEOID HEIGHT-         -32.26  (meters)                     GEOID03
 RL0508  DYNAMIC HT  -         394.139 (meters)    1293.10  (feet)  COMP
 RL0508  MODELED GRAV-     980,715.8   (mgal)                       NAVD 88
 RL0508
 RL0508  VERT ORDER  -  FIRST     CLASS II
 RL0508
 RL0508.The horizontal coordinates were scaled from a topographic map and have
 RL0508.an estimated accuracy of +/- 6 seconds.
 RL0508
 RL0508.The orthometric height was determined by differential leveling
 RL0508.and adjusted by the National Geodetic Survey in June 1991..
 RL0508
 RL0508.The geoid height was determined by GEOID03.
 RL0508
 RL0508.The dynamic height is computed by dividing the NAVD 88
 RL0508.geopotential number by the normal gravity value computed on the
 RL0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0508.degrees latitude (g = 980.6199 gals.).
 RL0508
 RL0508.The modeled gravity was interpolated from observed gravity values.
 RL0508
 RL0508;                    North         East    Units  Estimated Accuracy
 RL0508;SPC MI N     -   231,370.    7,849,300.      MT  (+/- 180 meters Scaled)
 RL0508
 RL0508                          SUPERSEDED SURVEY CONTROL
 RL0508
 RL0508  NGVD 29 (??/??/92)  394.096  (m)         1292.96   (f) ADJ UNCH    1 2
 RL0508
 RL0508.Superseded values are not recommended for survey control.
 RL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0508.See file dsdata.txt to determine how the superseded data were derived.
 RL0508
 RL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS493901(NAD 83)
 RL0508_MARKER: DB = BENCH MARK DISK
 RL0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0508_STAMPING: L 153 1948
 RL0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0508+STABILITY: SURFACE MOTION
 RL0508
 RL0508  HISTORY     - Date     Condition        Report By
 RL0508  HISTORY     - 1948     MONUMENTED       CGS
 RL0508
 RL0508                          STATION DESCRIPTION
 RL0508
 RL0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0508'4.2 MI SW FROM WINONA.
 RL0508'1.3 MILES SOUTHWEST ALONG THE COPPER RANGE RAILROAD FROM THE
 RL0508'STATION AT WINONA, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG STATE
 RL0508'HIGHWAY 26, NEAR THE TOP OF A GRADE, AT A DRIVE WAY TO AN OLD
 RL0508'SAWMILL SITE ON SOUTHEAST SIDE OF HIGHWAY, 43 FEET SOUTH OF THE
 RL0508'CENTER OF THE JUNCTION, 41 FEET SOUTHEAST OF THE CENTER LINE OF
 RL0508'THE HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE
 RL0508'SOUTHEAST, 27 FEET WEST-SOUTHWEST OF A 9-INCH TRIANGULAR BLAZED
 RL0508'HARD MAPLE TREE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS
 RL0508'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 RL0508'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0072 ***********************************************************************
 RL0072  DESIGNATION -  L 154
 RL0072  PID         -  RL0072
 RL0072  STATE/COUNTY-  MI/BARAGA
 RL0072  USGS QUAD   -  L'ANSE (1985)
 RL0072
 RL0072                         *CURRENT SURVEY CONTROL
 RL0072  ___________________________________________________________________
 RL0072* NAD 83(1986)-  46 46 11.     (N)    088 26 31.     (W)     SCALED    
 RL0072* NAVD 88     -       220.513  (meters)     723.47   (feet)  ADJUSTED  
 RL0072  ___________________________________________________________________
 RL0072  GEOID HEIGHT-         -34.21  (meters)                     GEOID03
 RL0072  DYNAMIC HT  -         220.527 (meters)     723.51  (feet)  COMP
 RL0072  MODELED GRAV-     980,669.8   (mgal)                       NAVD 88
 RL0072
 RL0072  VERT ORDER  -  SECOND    CLASS 0
 RL0072
 RL0072.The horizontal coordinates were scaled from a topographic map and have
 RL0072.an estimated accuracy of +/- 6 seconds.
 RL0072
 RL0072.The orthometric height was determined by differential leveling
 RL0072.and adjusted by the National Geodetic Survey in June 1991..
 RL0072
 RL0072.The geoid height was determined by GEOID03.
 RL0072
 RL0072.The dynamic height is computed by dividing the NAVD 88
 RL0072.geopotential number by the normal gravity value computed on the
 RL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0072.degrees latitude (g = 980.6199 gals.).
 RL0072
 RL0072.The modeled gravity was interpolated from observed gravity values.
 RL0072
 RL0072;                    North         East    Units  Estimated Accuracy
 RL0072;SPC MI N     -   221,780.    7,889,870.      MT  (+/- 180 meters Scaled)
 RL0072
 RL0072                          SUPERSEDED SURVEY CONTROL
 RL0072
 RL0072  NGVD 29 (??/??/92)  220.486  (m)          723.38   (f) ADJ UNCH    2 0
 RL0072
 RL0072.Superseded values are not recommended for survey control.
 RL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0072.See file dsdata.txt to determine how the superseded data were derived.
 RL0072
 RL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS899805(NAD 83)
 RL0072_MARKER: DB = BENCH MARK DISK
 RL0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0072_STAMPING: L 154 1948
 RL0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0072+STABILITY: SURFACE MOTION
 RL0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0072+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2005
 RL0072
 RL0072  HISTORY     - Date     Condition        Report By
 RL0072  HISTORY     - 1948     MONUMENTED       CGS
 RL0072  HISTORY     - 20050701 GOOD             GEOCAC
 RL0072
 RL0072                          STATION DESCRIPTION
 RL0072
 RL0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0072'1 MI N FROM L ANSE.
 RL0072'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 35 (MAIN STREET EXTENDED)
 RL0072'FROM THE CITY HALL AT L ANSE, AT THE RESIDENCE OF CARL H. BENTZEN
 RL0072'ON WEST SIDE OF ROAD, 156 FEET NROTHEAST OF THE NORTHEAST CORNER
 RL0072'OF THE HOUSE, 36 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RL0072'16 1/2 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 RL0072'LINE, 19 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1 1/2 FEET
 RL0072'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0072'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0072
 RL0072                          STATION RECOVERY (2005)
 RL0072
 RL0072'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0072'NOTE-DESCRIPTION UPDATE
 RL0072' 
 RL0072'THE ROAD IS NO LONGER STATE HWY 35 BUT N. MAIN STEET THAT TURNS INTO
 RL0072'SKANNE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0021 ***********************************************************************
 RL0021  DESIGNATION -  L 155
 RL0021  PID         -  RL0021
 RL0021  STATE/COUNTY-  MI/MARQUETTE
 RL0021  USGS QUAD   -  MICHIGAMME (1956)
 RL0021
 RL0021                         *CURRENT SURVEY CONTROL
 RL0021  ___________________________________________________________________
 RL0021* NAD 83(1986)-  46 36 10.     (N)    088 01 08.     (W)     SCALED    
 RL0021* NAVD 88     -       501.171  (meters)    1644.26   (feet)  ADJUSTED  
 RL0021  ___________________________________________________________________
 RL0021  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 RL0021  DYNAMIC HT  -         501.187 (meters)    1644.31  (feet)  COMP
 RL0021  MODELED GRAV-     980,630.0   (mgal)                       NAVD 88
 RL0021
 RL0021  VERT ORDER  -  SECOND    CLASS 0
 RL0021
 RL0021.The horizontal coordinates were scaled from a topographic map and have
 RL0021.an estimated accuracy of +/- 6 seconds.
 RL0021
 RL0021.The orthometric height was determined by differential leveling
 RL0021.and adjusted by the National Geodetic Survey in June 1991..
 RL0021
 RL0021.The geoid height was determined by GEOID03.
 RL0021
 RL0021.The dynamic height is computed by dividing the NAVD 88
 RL0021.geopotential number by the normal gravity value computed on the
 RL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0021.degrees latitude (g = 980.6199 gals.).
 RL0021
 RL0021.The modeled gravity was interpolated from observed gravity values.
 RL0021
 RL0021;                    North         East    Units  Estimated Accuracy
 RL0021;SPC MI N     -   202,720.    7,921,940.      MT  (+/- 180 meters Scaled)
 RL0021
 RL0021                          SUPERSEDED SURVEY CONTROL
 RL0021
 RL0021  NGVD 29 (??/??/92)  501.105  (m)         1644.04   (f) ADJ UNCH    2 0
 RL0021
 RL0021.Superseded values are not recommended for survey control.
 RL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0021.See file dsdata.txt to determine how the superseded data were derived.
 RL0021
 RL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS219615(NAD 83)
 RL0021_MARKER: DB = BENCH MARK DISK
 RL0021_SETTING: 66 = SET IN ROCK OUTCROP
 RL0021_SP_SET: ROCK SHELF
 RL0021_STAMPING: L 155 1948
 RL0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL0021+STABILITY: POSITION/ELEVATION WELL
 RL0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0021+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 RL0021
 RL0021  HISTORY     - Date     Condition        Report By
 RL0021  HISTORY     - 1948     MONUMENTED       CGS
 RL0021  HISTORY     - 1985     GOOD             NGS
 RL0021  HISTORY     - 20050722 GOOD             GEOCAC
 RL0021
 RL0021                          STATION DESCRIPTION
 RL0021
 RL0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0021'8.4 MI NW FROM CHAMPION.
 RL0021'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0021'AT CHAMPION, THENCE 6.05 MILES NORTHWEST ALONG THE HURON BAY
 RL0021'GRADE, 0.5 MILE SOUTH OF A BRIDGE OVER PESHEKEE RIVER, ABOUT
 RL0021'200 FEET SOUTH OF THE EXTENDED CENTER LINE OF A DIM ROAD WEST,
 RL0021'SET IN A SMALL SHELF IN THE FACE OF A NEARLY VERTICAL CLIFF, 46
 RL0021'FEET EAST OF THE CENTER LINE OF THE ROAD AND ABOUT 4 FEET ABOVE
 RL0021'THE LEVEL OF THE ROAD.
 RL0021
 RL0021                          STATION RECOVERY (1985)
 RL0021
 RL0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0021'RECOVERED IN GOOD CONDITION.
 RL0021
 RL0021                          STATION RECOVERY (2005)
 RL0021
 RL0021'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0021'NAD83(1986)-   46 36 09.9 (N)   088 01 09.2 (W) HANDHELD GPS
 RL0021' 
 RL0021'ABOUT 260 FT SOUTH AND 46 FT EAST FROM THE JUNCTION OF A TWO TRACK
 RL0021'TRAIL WEST, 57 FT FT SOUTH (ALONG ROAD) FROM A 24 INCH PINE TREE, EAST
 RL0021'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0284 ***********************************************************************
 RK0284  DESIGNATION -  L 156
 RK0284  PID         -  RK0284
 RK0284  STATE/COUNTY-  MI/MARQUETTE
 RK0284  USGS QUAD   -  NEGAUNEE (1975)
 RK0284
 RK0284                         *CURRENT SURVEY CONTROL
 RK0284  ___________________________________________________________________
 RK0284* NAD 83(1986)-  46 35 35.     (N)    087 35 40.     (W)     SCALED    
 RK0284* NAVD 88     -       439.812  (meters)    1442.95   (feet)  ADJUSTED  
 RK0284  ___________________________________________________________________
 RK0284  GEOID HEIGHT-         -34.28  (meters)                     GEOID03
 RK0284  DYNAMIC HT  -         439.843 (meters)    1443.05  (feet)  COMP
 RK0284  MODELED GRAV-     980,669.1   (mgal)                       NAVD 88
 RK0284
 RK0284  VERT ORDER  -  SECOND    CLASS 0
 RK0284
 RK0284.The horizontal coordinates were scaled from a topographic map and have
 RK0284.an estimated accuracy of +/- 6 seconds.
 RK0284
 RK0284.The orthometric height was determined by differential leveling
 RK0284.and adjusted by the National Geodetic Survey in June 1991..
 RK0284
 RK0284.The geoid height was determined by GEOID03.
 RK0284
 RK0284.The dynamic height is computed by dividing the NAVD 88
 RK0284.geopotential number by the normal gravity value computed on the
 RK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0284.degrees latitude (g = 980.6199 gals.).
 RK0284
 RK0284.The modeled gravity was interpolated from observed gravity values.
 RK0284
 RK0284;                    North         East    Units  Estimated Accuracy
 RK0284;SPC MI N     -   201,310.    7,954,450.      MT  (+/- 180 meters Scaled)
 RK0284
 RK0284                          SUPERSEDED SURVEY CONTROL
 RK0284
 RK0284  NGVD 29 (??/??/92)  439.762  (m)         1442.79   (f) ADJ UNCH    2 0
 RK0284
 RK0284.Superseded values are not recommended for survey control.
 RK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0284.See file dsdata.txt to determine how the superseded data were derived.
 RK0284
 RK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS544601(NAD 83)
 RK0284_MARKER: DB = BENCH MARK DISK
 RK0284_SETTING: 66 = SET IN ROCK OUTCROP
 RK0284_SP_SET: ROCK OUTCROP
 RK0284_STAMPING: L 156 1948
 RK0284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0284+STABILITY: POSITION/ELEVATION WELL
 RK0284
 RK0284  HISTORY     - Date     Condition        Report By
 RK0284  HISTORY     - 1948     MONUMENTED       CGS
 RK0284  HISTORY     - 1985     GOOD             NGS
 RK0284  HISTORY     - 20060924 GOOD             GEOCAC
 RK0284
 RK0284                          STATION DESCRIPTION
 RK0284
 RK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0284'12.2 MI NW FROM MARQUETTE.
 RK0284'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0284'MARQUETTE, THENCE 6.1 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0284'ON THE NORTHWEST SLOPE OF A LONG HILL, AT THE NORTHWEST END
 RK0284'OF A SHORT FILL, 68 FEET NORTHWEST OF THE SOUTHWEST END OF A
 RK0284'PIPE CULVERT WITH CONCRETE HEAD WALLS, 19 FEET SOUTHWEST OF THE
 RK0284'CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE THE HIGHWAY, AT THE
 RK0284'SOUTHEAST END OF A CUT, AND IN THE TOP OF A PROMINENT ROCK
 RK0284'OUTCROP.
 RK0284
 RK0284                          STATION RECOVERY (1985)
 RK0284
 RK0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0284'RECOVERED IN GOOD CONDITION.
 RK0284
 RK0284                          STATION RECOVERY (2006)
 RK0284
 RK0284'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0284'MARK IS 4.5 FEET NE OF A CARSONITE WITNESS POST. HH2 COORDINATES N 46
 RK0284'35 35.0  W 87 35 43.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0261 ***********************************************************************
 RK0261  DESIGNATION -  L 157
 RK0261  PID         -  RK0261
 RK0261  STATE/COUNTY-  MI/MARQUETTE
 RK0261  USGS QUAD   -  SILVER LAKE BASIN (1996)
 RK0261
 RK0261                         *CURRENT SURVEY CONTROL
 RK0261  ___________________________________________________________________
 RK0261* NAD 83(1986)-  46 44 15.     (N)    087 49 28.     (W)     SCALED    
 RK0261* NAVD 88     -       453.051  (meters)    1486.38   (feet)  ADJUSTED  
 RK0261  ___________________________________________________________________
 RK0261  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 RK0261  DYNAMIC HT  -         453.072 (meters)    1486.45  (feet)  COMP
 RK0261  MODELED GRAV-     980,644.8   (mgal)                       NAVD 88
 RK0261
 RK0261  VERT ORDER  -  SECOND    CLASS 0
 RK0261
 RK0261.The horizontal coordinates were scaled from a topographic map and have
 RK0261.an estimated accuracy of +/- 6 seconds.
 RK0261
 RK0261.The orthometric height was determined by differential leveling
 RK0261.and adjusted by the National Geodetic Survey in June 1991..
 RK0261
 RK0261.The geoid height was determined by GEOID03.
 RK0261
 RK0261.The dynamic height is computed by dividing the NAVD 88
 RK0261.geopotential number by the normal gravity value computed on the
 RK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0261.degrees latitude (g = 980.6199 gals.).
 RK0261
 RK0261.The modeled gravity was interpolated from observed gravity values.
 RK0261
 RK0261;                    North         East    Units  Estimated Accuracy
 RK0261;SPC MI N     -   217,530.    7,937,000.      MT  (+/- 180 meters Scaled)
 RK0261
 RK0261                          SUPERSEDED SURVEY CONTROL
 RK0261
 RK0261  NGVD 29 (??/??/92)  453.002  (m)         1486.22   (f) ADJ UNCH    2 0
 RK0261
 RK0261.Superseded values are not recommended for survey control.
 RK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0261.See file dsdata.txt to determine how the superseded data were derived.
 RK0261
 RK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS370763(NAD 83)
 RK0261_MARKER: DB = BENCH MARK DISK
 RK0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0261_STAMPING: L 157 1948
 RK0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0261+STABILITY: SURFACE MOTION
 RK0261
 RK0261  HISTORY     - Date     Condition        Report By
 RK0261  HISTORY     - 1948     MONUMENTED       CGS
 RK0261
 RK0261                          STATION DESCRIPTION
 RK0261
 RK0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0261'8 MI E FROM ANDERSONS HOMESTEAD.
 RK0261'8.0 MILES EAST ALONG A SAND ROAD FROM THE ROAD JUNCTION AT
 RK0261'ANDERSONS HOMESTEAD, 0.5 MILE EAST OF THE JUNCTION OF A ROAD
 RK0261'SOUTH, 0.35 MILE EAST OF THE JUNCTION OF A DIM ROAD NORTH, IN
 RK0261'A SMALL CLEARING ON THE NORTH SIDE OF THE ROAD AND AT THE
 RK0261'JUNCTION OF A DIM ROAD NORTH, 84 FEET EAST OF THE CENTER LINE
 RK0261'OF THE ROAD NORTH, 36 FEET NORTH OF THE CENTER LINE OF THE
 RK0261'MAIN ROAD, 20 FEET NORTH OF AN 8-INCH SCRUB OAK TREE, 2 FEET
 RK0261'SOUTH OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE ROAD
 RK0261'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0892 ***********************************************************************
 NF0892  DESIGNATION -  L 158
 NF0892  PID         -  NF0892
 NF0892  STATE/COUNTY-  MI/ALLEGAN
 NF0892  USGS QUAD   -  HAMILTON EAST (1981)
 NF0892
 NF0892                         *CURRENT SURVEY CONTROL
 NF0892  ___________________________________________________________________
 NF0892* NAD 83(1986)-  42 44 22.     (N)    085 57 00.     (W)     SCALED    
 NF0892* NAVD 88     -       204.965  (meters)     672.46   (feet)  ADJUSTED  
 NF0892  ___________________________________________________________________
 NF0892  GEOID HEIGHT-         -33.33  (meters)                     GEOID03
 NF0892  DYNAMIC HT  -         204.912 (meters)     672.28  (feet)  COMP
 NF0892  MODELED GRAV-     980,361.5   (mgal)                       NAVD 88
 NF0892
 NF0892  VERT ORDER  -  SECOND    CLASS 0
 NF0892
 NF0892.The horizontal coordinates were scaled from a topographic map and have
 NF0892.an estimated accuracy of +/- 6 seconds.
 NF0892
 NF0892.The orthometric height was determined by differential leveling
 NF0892.and adjusted by the National Geodetic Survey in June 1991..
 NF0892
 NF0892.The geoid height was determined by GEOID03.
 NF0892
 NF0892.The dynamic height is computed by dividing the NAVD 88
 NF0892.geopotential number by the normal gravity value computed on the
 NF0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0892.degrees latitude (g = 980.6199 gals.).
 NF0892
 NF0892.The modeled gravity was interpolated from observed gravity values.
 NF0892
 NF0892;                    North         East    Units  Estimated Accuracy
 NF0892;SPC MI S     -   138,890.    3,870,370.      MT  (+/- 180 meters Scaled)
 NF0892
 NF0892                          SUPERSEDED SURVEY CONTROL
 NF0892
 NF0892  NGVD 29 (??/??/92)  205.103  (m)          672.91   (f) ADJ UNCH    2 0
 NF0892
 NF0892.Superseded values are not recommended for survey control.
 NF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0892.See file dsdata.txt to determine how the superseded data were derived.
 NF0892
 NF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN859324(NAD 83)
 NF0892_MARKER: DB = BENCH MARK DISK
 NF0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0892_STAMPING: L 158 1948
 NF0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0892+STABILITY: SURFACE MOTION
 NF0892
 NF0892  HISTORY     - Date     Condition        Report By
 NF0892  HISTORY     - 1948     MONUMENTED       CGS
 NF0892  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0892
 NF0892                          STATION DESCRIPTION
 NF0892
 NF0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0892'6.3 MI NW FROM BURNIPS.
 NF0892'ABOUT 0.7 MILE NORTH ALONG COUNTY ROAD 653 FROM THE SCHOOL AT
 NF0892'BURNIPS, THENCE ABOUT 5.6 MILES WEST ALONG A GRAVEL ROAD, ABOUT
 NF0892'1.05 MILES EAST OF OVERISEL DISTRICT NO. 3 SCHOOL, ABOUT 0.55
 NF0892'MILE WEST OF A CROSS ROAD, AT SOME FARM BUILDINGS NORTH OF
 NF0892'ROAD, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, 92 FEET
 NF0892'EAST TO THE CENTER LINE OF THE DRIVE TO BARN, 60 FEET SOUTH
 NF0892'OF THE SOUTHEAST CORNER OF A LEAN-TO SHED, 7 FEET NORTH OF A
 NF0892'FENCE CORNER, 2 FEET WEST OF A NORTH-SOUTH FENCE, 11 FEET NORTHEAST
 NF0892'OF A 30-INCH POPLAR TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 NF0892'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0892'PROJECTING 3 INCHES.  MARK MAY BE REACHED FROM THE REFORMED CHURCH
 NF0892'AT OVERISEL BY GOING ABOUT 0.5 MILE EAST ALONG COUNTY ROAD 442,
 NF0892'THENCE ABOUT 0.8 MILE NORTH AND ABOUT 2.55 MILES EAST ALONG
 NF0892'GRAVEL ROADS.
 NF0892
 NF0892                          STATION RECOVERY (1978)
 NF0892
 NF0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0794 ***********************************************************************
 NF0794  DESIGNATION -  L 159
 NF0794  PID         -  NF0794
 NF0794  STATE/COUNTY-  MI/OTTAWA
 NF0794  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0794
 NF0794                         *CURRENT SURVEY CONTROL
 NF0794  ___________________________________________________________________
 NF0794* NAD 83(1986)-  42 50 52.     (N)    085 59 24.     (W)     SCALED    
 NF0794* NAVD 88     -       210.558  (meters)     690.81   (feet)  ADJUSTED  
 NF0794  ___________________________________________________________________
 NF0794  GEOID HEIGHT-         -33.41  (meters)                     GEOID03
 NF0794  DYNAMIC HT  -         210.507 (meters)     690.64  (feet)  COMP
 NF0794  MODELED GRAV-     980,370.6   (mgal)                       NAVD 88
 NF0794
 NF0794  VERT ORDER  -  SECOND    CLASS 0
 NF0794
 NF0794.The horizontal coordinates were scaled from a topographic map and have
 NF0794.an estimated accuracy of +/- 6 seconds.
 NF0794
 NF0794.The orthometric height was determined by differential leveling
 NF0794.and adjusted by the National Geodetic Survey in June 1991..
 NF0794
 NF0794.The geoid height was determined by GEOID03.
 NF0794
 NF0794.The dynamic height is computed by dividing the NAVD 88
 NF0794.geopotential number by the normal gravity value computed on the
 NF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0794.degrees latitude (g = 980.6199 gals.).
 NF0794
 NF0794.The modeled gravity was interpolated from observed gravity values.
 NF0794
 NF0794;                    North         East    Units  Estimated Accuracy
 NF0794;SPC MI S     -   150,990.    3,867,330.      MT  (+/- 180 meters Scaled)
 NF0794
 NF0794                          SUPERSEDED SURVEY CONTROL
 NF0794
 NF0794  NGVD 29 (??/??/92)  210.702  (m)          691.28   (f) ADJ UNCH    2 0
 NF0794
 NF0794.Superseded values are not recommended for survey control.
 NF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0794.See file dsdata.txt to determine how the superseded data were derived.
 NF0794
 NF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN825444(NAD 83)
 NF0794_MARKER: DB = BENCH MARK DISK
 NF0794_SETTING: 0 = UNSPECIFIED SETTING
 NF0794_STAMPING: L 159 1948
 NF0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0794
 NF0794  HISTORY     - Date     Condition        Report By
 NF0794  HISTORY     - 1948     MONUMENTED       CGS
 NF0794  HISTORY     - 1969     GOOD             NGS
 NF0794  HISTORY     - 1983     GOOD             LOCSUR
 NF0794  HISTORY     - 1985     GOOD             USPSQD
 NF0794  HISTORY     - 1988     GOOD             USPSQD
 NF0794  HISTORY     - 1990     GOOD             USPSQD
 NF0794  HISTORY     - 20040331 MARK NOT FOUND   INDIV
 NF0794
 NF0794                          STATION DESCRIPTION
 NF0794
 NF0794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0794'2.5 MI NE FROM ZEELAND.
 NF0794'TO REACH THE MARK FROM THE POST OFFICE IN ZEELAND, GO EAST ON
 NF0794'EAST MAIN STREET (84TH STREET) FOR 1 MILE TO THE JUNCTION OF
 NF0794'STATE HIGHWAY 21.  TURN LEFT AND GO NORTHEAST ON HIGHWAY 21 FOR
 NF0794'0.45 MILE TO THE JUNCTION OF 84TH AVENUE.  TURN LEFT AND GO NORTH
 NF0794'ON 84TH AVENUE (GRAVELED ROAD) FOR 0.35 MILE TO THE JUNCTION OF
 NF0794'CHICAGO DRIVE AND RAILROAD TRACKS.  CONTINUE NORTH ON 84TH
 NF0794'AVENUE CROSSING RAILROAD TRACKS FOR 1.9 MILES TO THE JUNCTION
 NF0794'OF RANSOM STREET AND THE MARK IN THE NORTHWEST ANGLE. IT IS 80
 NF0794'FEET WEST-NORTHWEST OF THE CENTER OF THE JUNCTION OF THE
 NF0794'CROSSROADS, 24 FEET NORTH OF THE CENTER OF RANSOM STREET AND
 NF0794'1.2 FEET EAST OF A METAL WITNESS POST.
 NF0794
 NF0794                          STATION RECOVERY (1983)
 NF0794
 NF0794'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 NF0794'MARK FLUSH WITH GROUND METAL WITNESS POST IN PLACE.
 NF0794
 NF0794                          STATION RECOVERY (1985)
 NF0794
 NF0794'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0794'RECOVERED IN GOOD CONDITION.
 NF0794
 NF0794                          STATION RECOVERY (1988)
 NF0794
 NF0794'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0794'RECOVERED IN GOOD CONDITION.
 NF0794
 NF0794                          STATION RECOVERY (1990)
 NF0794
 NF0794'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0794'RECOVERED IN GOOD CONDITION.
 NF0794
 NF0794                          STATION RECOVERY (2004)
 NF0794
 NF0794'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (TWW)
 NF0794'MONUMENT NOT FOUND. FOUND MANGLED WITNESS POST IN NEW DITCH CUT.  NEW
 NF0794'DITCH CUT RUNS EAST + WEST OVER THE DESCRIBED LOCATION IN THE NGS
 NF0794'DATASHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0282 ***********************************************************************
 OK0282  DESIGNATION -  L 16
 OK0282  PID         -  OK0282
 OK0282  STATE/COUNTY-  MI/ISABELLA
 OK0282  USGS QUAD   -  BLANCHARD (1979)
 OK0282
 OK0282                         *CURRENT SURVEY CONTROL
 OK0282  ___________________________________________________________________
 OK0282* NAD 83(1986)-  43 31 54.     (N)    085 05 55.     (W)     SCALED    
 OK0282* NAVD 88     -       288.286  (meters)     945.82   (feet)  ADJUSTED  
 OK0282  ___________________________________________________________________
 OK0282  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 OK0282  DYNAMIC HT  -         288.232 (meters)     945.64  (feet)  COMP
 OK0282  MODELED GRAV-     980,424.3   (mgal)                       NAVD 88
 OK0282
 OK0282  VERT ORDER  -  FIRST     CLASS II
 OK0282
 OK0282.The horizontal coordinates were scaled from a topographic map and have
 OK0282.an estimated accuracy of +/- 6 seconds.
 OK0282
 OK0282.The orthometric height was determined by differential leveling
 OK0282.and adjusted by the National Geodetic Survey in June 1991..
 OK0282
 OK0282.The geoid height was determined by GEOID03.
 OK0282
 OK0282.The dynamic height is computed by dividing the NAVD 88
 OK0282.geopotential number by the normal gravity value computed on the
 OK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0282.degrees latitude (g = 980.6199 gals.).
 OK0282
 OK0282.The modeled gravity was interpolated from observed gravity values.
 OK0282
 OK0282;                    North         East    Units  Estimated Accuracy
 OK0282;SPC MI S     -   225,940.    3,940,840.      MT  (+/- 180 meters Scaled)
 OK0282
 OK0282                          SUPERSEDED SURVEY CONTROL
 OK0282
 OK0282  NGVD 29 (??/??/92)  288.408  (m)          946.22   (f) ADJ UNCH    1 2
 OK0282
 OK0282.Superseded values are not recommended for survey control.
 OK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0282.See file dsdata.txt to determine how the superseded data were derived.
 OK0282
 OK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP536216(NAD 83)
 OK0282_MARKER: DB = BENCH MARK DISK
 OK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0282_STAMPING: L 16 1916 ELEV. 946.219 FT.
 OK0282_MARK LOGO: CGS   
 OK0282_PROJECTION: FLUSH
 OK0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0282+STABILITY: SURFACE MOTION
 OK0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0282+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1992
 OK0282
 OK0282  HISTORY     - Date     Condition        Report By
 OK0282  HISTORY     - 1916     MONUMENTED       CGS
 OK0282  HISTORY     - 1934     GOOD             NGS
 OK0282  HISTORY     - 19921112 GOOD             NGS
 OK0282  HISTORY     - 20001031 MARK NOT FOUND   LOCSUR
 OK0282  HISTORY     - 20010626 GOOD             USPSQD
 OK0282
 OK0282                          STATION DESCRIPTION
 OK0282
 OK0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0282'1.3 MI NW FROM BLANCHARD.
 OK0282'1.3 MILES NORTHWEST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0282'AT BLANCHARD, 0.2 MILE SOUTHEAST OF A ROAD CROSSING, 0.2 MILE
 OK0282'NORTHWEST OF MILEPOST 25, SOUTH OF A LOW FILL, NORTH OF A SHALLOW
 OK0282'CUT, 45.0 FEET EAST OF THE EAST RAIL, AT THE EAST FENCE, AND 2
 OK0282'FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED ELEV.
 OK0282'946.219 FT. L 16 1916 AND SET IN THE TOP OF A CONCRETE POST
 OK0282'PROJECTING 10 INCHES ABOVE GROUND.
 OK0282
 OK0282                          STATION RECOVERY (1992)
 OK0282
 OK0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0282'0.5 KM (0.30 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 OK0282'BLANCHARD, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG WEST ISABELLA
 OK0282'COUNTY LINE ROAD, THENCE 1.7 KM (1.05 MI) NORTHWESTERLY ALONG A
 OK0282'SNOWMOBILE TRAIL (OLD RAILROAD GRADE) , AT THE SOUTH END OF A LONG
 OK0282'FILL, 14.5 M (47.6 FT) EAST OF THE CENTER OF THE TRAIL, 0.9 M (3.0 FT)
 OK0282'ABOVE THE LEVEL OFTHE ROAD, 0.5 M (1.6 FT) WEST OF A FENCE, 0.4 M (1.3
 OK0282'FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
 OK0282'ABOVE THE GROUND SURFACE.
 OK0282
 OK0282                          STATION RECOVERY (2000)
 OK0282
 OK0282'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 OK0282'MARK NOT FOUND.
 OK0282
 OK0282                          STATION RECOVERY (2001)
 OK0282
 OK0282'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0282'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0123 ***********************************************************************
 RL0123  DESIGNATION -  L 160
 RL0123  PID         -  RL0123
 RL0123  STATE/COUNTY-  MI/BARAGA
 RL0123  USGS QUAD   -  HERMAN (1985)
 RL0123
 RL0123                         *CURRENT SURVEY CONTROL
 RL0123  ___________________________________________________________________
 RL0123* NAD 83(1986)-  46 44 42.     (N)    088 20 40.     (W)     SCALED    
 RL0123* NAVD 88     -       337.783  (meters)    1108.21   (feet)  ADJUSTED  
 RL0123  ___________________________________________________________________
 RL0123  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 RL0123  DYNAMIC HT  -         337.797 (meters)    1108.26  (feet)  COMP
 RL0123  MODELED GRAV-     980,643.8   (mgal)                       NAVD 88
 RL0123
 RL0123  VERT ORDER  -  SECOND    CLASS 0
 RL0123
 RL0123.The horizontal coordinates were scaled from a topographic map and have
 RL0123.an estimated accuracy of +/- 6 seconds.
 RL0123
 RL0123.The orthometric height was determined by differential leveling
 RL0123.and adjusted by the National Geodetic Survey in June 1991..
 RL0123
 RL0123.The geoid height was determined by GEOID03.
 RL0123
 RL0123.The dynamic height is computed by dividing the NAVD 88
 RL0123.geopotential number by the normal gravity value computed on the
 RL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0123.degrees latitude (g = 980.6199 gals.).
 RL0123
 RL0123.The modeled gravity was interpolated from observed gravity values.
 RL0123
 RL0123;                    North         East    Units  Estimated Accuracy
 RL0123;SPC MI N     -   218,900.    7,897,270.      MT  (+/- 180 meters Scaled)
 RL0123
 RL0123                          SUPERSEDED SURVEY CONTROL
 RL0123
 RL0123  NGVD 29 (??/??/92)  337.748  (m)         1108.09   (f) ADJ UNCH    2 0
 RL0123
 RL0123.Superseded values are not recommended for survey control.
 RL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0123.See file dsdata.txt to determine how the superseded data were derived.
 RL0123
 RL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS973777(NAD 83)
 RL0123_MARKER: DB = BENCH MARK DISK
 RL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0123_STAMPING: L 160 1948
 RL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0123+STABILITY: SURFACE MOTION
 RL0123
 RL0123  HISTORY     - Date     Condition        Report By
 RL0123  HISTORY     - 1948     MONUMENTED       CGS
 RL0123
 RL0123                          STATION DESCRIPTION
 RL0123
 RL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0123'6 MI E FROM L ANSE.
 RL0123'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0123'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0123'ABOUT 4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL
 RL0123'ROAD, THENCE ABOUT 0.7 MILE EAST ALONG A DIRT ROAD, ABOUT 0.55
 RL0123'MILE SOUTHEAST OF A LOG BRIDGE OVER SILVER RIVER, AT THE NORTH
 RL0123'END OF A LONG CURVE WITH TANGENTS NORTH AND EAST, 24 FEET EAST
 RL0123'OF THE CENTER LINE OF THE ROAD, IN A SMALL CLEARING EAST OF
 RL0123'ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 RL0123'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0123'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0138 ***********************************************************************
 RL0138  DESIGNATION -  L 161
 RL0138  PID         -  RL0138
 RL0138  STATE/COUNTY-  MI/BARAGA
 RL0138  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0138
 RL0138                         *CURRENT SURVEY CONTROL
 RL0138  ___________________________________________________________________
 RL0138* NAD 83(1986)-  46 47 16.     (N)    088 08 18.     (W)     SCALED    
 RL0138* NAVD 88     -       392.932  (meters)    1289.14   (feet)  ADJUSTED  
 RL0138  ___________________________________________________________________
 RL0138  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 RL0138  DYNAMIC HT  -         392.947 (meters)    1289.19  (feet)  COMP
 RL0138  MODELED GRAV-     980,640.8   (mgal)                       NAVD 88
 RL0138
 RL0138  VERT ORDER  -  SECOND    CLASS 0
 RL0138
 RL0138.The horizontal coordinates were scaled from a topographic map and have
 RL0138.an estimated accuracy of +/- 6 seconds.
 RL0138
 RL0138.The orthometric height was determined by differential leveling
 RL0138.and adjusted by the National Geodetic Survey in June 1991..
 RL0138
 RL0138.The geoid height was determined by GEOID03.
 RL0138
 RL0138.The dynamic height is computed by dividing the NAVD 88
 RL0138.geopotential number by the normal gravity value computed on the
 RL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0138.degrees latitude (g = 980.6199 gals.).
 RL0138
 RL0138.The modeled gravity was interpolated from observed gravity values.
 RL0138
 RL0138;                    North         East    Units  Estimated Accuracy
 RL0138;SPC MI N     -   223,410.    7,913,090.      MT  (+/- 180 meters Scaled)
 RL0138
 RL0138                          SUPERSEDED SURVEY CONTROL
 RL0138
 RL0138  NGVD 29 (??/??/92)  392.890  (m)         1289.01   (f) ADJ UNCH    2 0
 RL0138
 RL0138.Superseded values are not recommended for survey control.
 RL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0138.See file dsdata.txt to determine how the superseded data were derived.
 RL0138
 RL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS131822(NAD 83)
 RL0138_MARKER: DB = BENCH MARK DISK
 RL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0138_STAMPING: L 161 1948
 RL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0138+STABILITY: SURFACE MOTION
 RL0138
 RL0138  HISTORY     - Date     Condition        Report By
 RL0138  HISTORY     - 1948     MONUMENTED       CGS
 RL0138
 RL0138                          STATION DESCRIPTION
 RL0138
 RL0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0138'20.5 MI E FROM L ANSE.
 RL0138'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0138'SOUTH SHORE AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE ABOUT
 RL0138'4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 RL0138'THENCE ABOUT 6.65 MILES EAST ALONG A DIRT ROAD, THENCE ABOUT
 RL0138'2.3 MILES EAST ALONG A LOGGING ROAD, THENCE ABOUT 0.2 MILE
 RL0138'NORTHEAST AND NORTHWEST ALONG A TRAIL CROSSING SLATE RIVER,
 RL0138'THENCE ABOUT 1.2 MILES NORTHEAST, ABOUT 0.35 MILE NORTH, ABOUT
 RL0138'3.3 MILES SOUTHEAST AND EAST ALONG TRAILS, THENCE ABOUT 1.2
 RL0138'MILES NORTHWEST AND NORTH ALONG A ROAD LEADING TO SENSEN BRENNEN
 RL0138'LOGGING CAMP ON FORD MOTOR COMPANY RAILROAD, ABOUT 2.0 MILES
 RL0138'SOUTH OF THE FORD MOTOR COMPANY RAILROAD, AT THE JUNCTION OF
 RL0138'A DIM TRAIL WEST, ABOUT 0.45 MILE NORTHWEST OF A GRAVEL PIT,
 RL0138'ABOUT 0.25 MILE NORTH OF THE TOP OF A GRADE, 28 FEET WEST OF
 RL0138'THE CENTER LINE OF THE ROAD, 11 FEET NORTH OF THE CENTER LINE
 RL0138'OF THE DIM TRAIL, 7.5 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 RL0138'10-INCH MAPLE TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 RL0138'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0115 ***********************************************************************
 RL0115  DESIGNATION -  L 164
 RL0115  PID         -  RL0115
 RL0115  STATE/COUNTY-  MI/BARAGA
 RL0115  USGS QUAD   -  MC COMB CORNER (1984)
 RL0115
 RL0115                         *CURRENT SURVEY CONTROL
 RL0115  ___________________________________________________________________
 RL0115* NAD 83(1986)-  46 49 03.     (N)    088 01 48.     (W)     SCALED    
 RL0115* NAVD 88     -       351.588  (meters)    1153.50   (feet)  ADJUSTED  
 RL0115  ___________________________________________________________________
 RL0115  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RL0115  DYNAMIC HT  -         351.606 (meters)    1153.56  (feet)  COMP
 RL0115  MODELED GRAV-     980,657.0   (mgal)                       NAVD 88
 RL0115
 RL0115  VERT ORDER  -  SECOND    CLASS 0
 RL0115
 RL0115.The horizontal coordinates were scaled from a topographic map and have
 RL0115.an estimated accuracy of +/- 6 seconds.
 RL0115
 RL0115.The orthometric height was determined by differential leveling
 RL0115.and adjusted by the National Geodetic Survey in June 1991..
 RL0115
 RL0115.The geoid height was determined by GEOID03.
 RL0115
 RL0115.The dynamic height is computed by dividing the NAVD 88
 RL0115.geopotential number by the normal gravity value computed on the
 RL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0115.degrees latitude (g = 980.6199 gals.).
 RL0115
 RL0115.The modeled gravity was interpolated from observed gravity values.
 RL0115
 RL0115;                    North         East    Units  Estimated Accuracy
 RL0115;SPC MI N     -   226,600.    7,921,400.      MT  (+/- 180 meters Scaled)
 RL0115
 RL0115                          SUPERSEDED SURVEY CONTROL
 RL0115
 RL0115  NGVD 29 (??/??/92)  351.545  (m)         1153.36   (f) ADJ UNCH    2 0
 RL0115
 RL0115.Superseded values are not recommended for survey control.
 RL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0115.See file dsdata.txt to determine how the superseded data were derived.
 RL0115
 RL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS214853(NAD 83)
 RL0115_MARKER: DB = BENCH MARK DISK
 RL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0115_STAMPING: L 164 1948
 RL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0115+STABILITY: SURFACE MOTION
 RL0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0115+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 RL0115
 RL0115  HISTORY     - Date     Condition        Report By
 RL0115  HISTORY     - 1948     MONUMENTED       CGS
 RL0115  HISTORY     - 20041105 GOOD             GEOCAC
 RL0115
 RL0115                          STATION DESCRIPTION
 RL0115
 RL0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0115'12.1 MI SE FROM SKANEE.
 RL0115'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0115'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0115'ABOUT 6.4 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO FORD
 RL0115'MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD MOTOR
 RL0115'COMPANY RAILROAD, ABOUT 1.55 MILES NORTHWEST OF THE FORD MOTOR
 RL0115'COMPANY LOGGING CAMP, AT A CURVE IN THE ROAD WITH TANGENTS
 RL0115'EAST AND NORTHWEST, ABOUT 0.45 MILE SOUTHEAST OF THE JUNCTION
 RL0115'OF A ROAD SOUTHEAST TO ELIASON CAMP, 47 FEET SOUTHWEST AND ACROSS
 RL0115'THE ROAD FROM A TRIANGULAR BLAZED 12-INCH MAPLE TREE, 24 FEET
 RL0115'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 RL0115'SOUTHEAST OF A TRIANGULAR BLAZED 16-INCH MAPLE TREE, 6 FEET
 RL0115'NORTH OF A TRIANGULAR BLAZED 18-INCH MAPLE TREE, 2 1/2 FEET
 RL0115'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0115'4 INCHES.
 RL0115
 RL0115                          STATION RECOVERY (2004)
 RL0115
 RL0115'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0115'ABOUT 6.5 MILES MORE OR LESS SE ALONG THE BIG BAY ROAD FROM MC COMBS
 RL0115'CORNER INTERSECTION AND THE END OF PAVEMENT.  AT THE OUTSIDE OF A
 RL0115'SHORT CURVE TO THE LEFT NEAR THE MIDPOINT.
 RL0115' 
 RL0115'MARK IS 46 FEET NW OF THE NW EDGE OF A 4 FT BY 2 FT HIGH TRIANGULAR
 RL0115'SHAPED SURFACE BOULDER, 41 FT N-NE OF THE NE EDGE OF A LARGE IRREGULAR
 RL0115'SHAPED SURFACE BOULDER 6 FT ACROSS AND 2.5 FT HIGH, 33 FEET SE OF THE
 RL0115'ROAD C/L, 1 FT SE OF A METAL FENCE POST, 1 FT ABOVE LEVEL WITH THE
 RL0115'ROAD AND PROJECTING 3 INCHES.
 RL0115' 
 RL0115'HANDHELD GPS POSITION (GARMIN GPS V)
 RL0115'46-49-03.4 NORTH
 RL0115'088-01-49.2 WEST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0137 ***********************************************************************
 RK0137  DESIGNATION -  L 165
 RK0137  PID         -  RK0137
 RK0137  STATE/COUNTY-  MI/MARQUETTE
 RK0137  USGS QUAD   -  MARQUETTE NW (1953)
 RK0137
 RK0137                         *CURRENT SURVEY CONTROL
 RK0137  ___________________________________________________________________
 RK0137* NAD 83(1986)-  46 38 17.     (N)    087 29 22.     (W)     SCALED    
 RK0137* NAVD 88     -       188.539  (meters)     618.57   (feet)  ADJUSTED  
 RK0137  ___________________________________________________________________
 RK0137  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RK0137  DYNAMIC HT  -         188.555 (meters)     618.62  (feet)  COMP
 RK0137  MODELED GRAV-     980,697.0   (mgal)                       NAVD 88
 RK0137
 RK0137  VERT ORDER  -  SECOND    CLASS 0
 RK0137
 RK0137.The horizontal coordinates were scaled from a topographic map and have
 RK0137.an estimated accuracy of +/- 6 seconds.
 RK0137
 RK0137.The orthometric height was determined by differential leveling
 RK0137.and adjusted by the National Geodetic Survey in June 1991..
 RK0137
 RK0137.The geoid height was determined by GEOID03.
 RK0137
 RK0137.The dynamic height is computed by dividing the NAVD 88
 RK0137.geopotential number by the normal gravity value computed on the
 RK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0137.degrees latitude (g = 980.6199 gals.).
 RK0137
 RK0137.The modeled gravity was interpolated from observed gravity values.
 RK0137
 RK0137;                    North         East    Units  Estimated Accuracy
 RK0137;SPC MI N     -   206,260.    7,962,530.      MT  (+/- 180 meters Scaled)
 RK0137
 RK0137                          SUPERSEDED SURVEY CONTROL
 RK0137
 RK0137  NGVD 29 (??/??/92)  188.500  (m)          618.44   (f) ADJ UNCH    2 0
 RK0137
 RK0137.Superseded values are not recommended for survey control.
 RK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0137.See file dsdata.txt to determine how the superseded data were derived.
 RK0137
 RK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS625650(NAD 83)
 RK0137_MARKER: DB = BENCH MARK DISK
 RK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0137_STAMPING: L 165 1948
 RK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0137+STABILITY: SURFACE MOTION
 RK0137
 RK0137  HISTORY     - Date     Condition        Report By
 RK0137  HISTORY     - 1948     MONUMENTED       CGS
 RK0137  HISTORY     - 1985     GOOD             NGS
 RK0137
 RK0137                          STATION DESCRIPTION
 RK0137
 RK0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0137'6.8 MI SE FROM BIRCH.
 RK0137'6.8 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0137'AND ISHPEMING RAILWAY STATION AT BIRCH, ABOUT 0.8 MILE NORTHWEST
 RK0137'OF THE BRIDGE OVER HARLOW CREEK, 41 FEET SOUTHWEST OF THE CENTER
 RK0137'LINE OF THE ROAD, 35 FEET SOUTH OF A TRIANGULAR BLAZED 14-INCH
 RK0137'OAK TREE, 35 FEET SOUTHEAST OF A TRIANGULAR BLAZED 9-INCH PINE
 RK0137'TREE, 12 FEET SOUTHWEST OF A TELEPHONE LINE, 1 1/2 FEET NORTHWEST
 RK0137'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE ROAD AND SET
 RK0137'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RK0137
 RK0137                          STATION RECOVERY (1985)
 RK0137
 RK0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0434 ***********************************************************************
 NF0434  CBN         -  This is a Cooperative Base Network Control Station.
 NF0434  DESIGNATION -  L 166
 NF0434  PID         -  NF0434
 NF0434  STATE/COUNTY-  MI/KENT
 NF0434  USGS QUAD   -  FREEPORT (1978)
 NF0434
 NF0434                         *CURRENT SURVEY CONTROL
 NF0434  ___________________________________________________________________
 NF0434* NAD 83(1994)-  42 49 30.65405(N)    085 22 11.45065(W)     ADJUSTED  
 NF0434* NAVD 88     -       242.777  (meters)     796.51   (feet)  ADJUSTED  
 NF0434  ___________________________________________________________________
 NF0434  X           -     378,216.130 (meters)                     COMP
 NF0434  Y           -  -4,670,039.430 (meters)                     COMP
 NF0434  Z           -   4,313,420.224 (meters)                     COMP
 NF0434  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 NF0434  ELLIP HEIGHT-         209.02  (meters)          (06/11/02) GPS OBS
 NF0434  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF0434  DYNAMIC HT  -         242.709 (meters)     796.29  (feet)  COMP
 NF0434  MODELED GRAV-     980,333.5   (mgal)                       NAVD 88
 NF0434  OBS GRAVITY -     980,332.5   (mgal)                       GRAV_OBS
 NF0434
 NF0434  HORZ ORDER  -  B
 NF0434  VERT ORDER  -  SECOND    CLASS 0
 NF0434  ELLP ORDER  -  FOURTH    CLASS I
 NF0434
 NF0434.The horizontal coordinates were established by GPS observations
 NF0434.and adjusted by the National Geodetic Survey in September 1995..
 NF0434
 NF0434.The orthometric height was determined by differential leveling
 NF0434.and adjusted by the National Geodetic Survey in June 1991..
 NF0434
 NF0434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0434
 NF0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0434
 NF0434.The ellipsoidal height was determined by GPS observations
 NF0434.and is referenced to NAD 83.
 NF0434
 NF0434.The geoid height was determined by GEOID03.
 NF0434
 NF0434.The dynamic height is computed by dividing the NAVD 88
 NF0434.geopotential number by the normal gravity value computed on the
 NF0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0434.degrees latitude (g = 980.6199 gals.).
 NF0434
 NF0434.The modeled gravity was interpolated from observed gravity values.
 NF0434.The observed gravity was obtained from relative gravimeter ties
 NF0434.to the IGSN71 gravity network.
 NF0434
 NF0434;                    North         East     Units Scale Factor Converg.
 NF0434;SPC MI S     -   147,686.273 3,917,977.684   MT  0.99990742   -0 40 57.7
 NF0434;SPC MI S     -   484,535.02 12,854,257.49   iFT  0.99990742   -0 40 57.7
 NF0434;UTM  16      - 4,742,690.532   633,248.518   MT  0.99981843   +1 06 29.8
 NF0434
 NF0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0434!SPC MI S     -   0.99996722  x   0.99990742  =   0.99987464
 NF0434!UTM  16      -   0.99996722  x   0.99981843  =   0.99978566
 NF0434
 NF0434                          SUPERSEDED SURVEY CONTROL
 NF0434
 NF0434  ELLIP H (09/20/95)  209.07   (m)                       GP(       ) 1 2
 NF0434  NAVD 88 (09/20/95)  242.78   (m)          796.5    (f) LEVELING    3  
 NF0434  NGVD 29 (??/??/92)  242.902  (m)          796.92   (f) ADJ UNCH    2 0
 NF0434
 NF0434.Superseded values are not recommended for survey control.
 NF0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0434.See file dsdata.txt to determine how the superseded data were derived.
 NF0434
 NF0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN3324942691(NAD 83)
 NF0434_MARKER: DB = BENCH MARK DISK
 NF0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0434_STAMPING: L 166 1948
 NF0434_MARK LOGO: CGS   
 NF0434_PROJECTION: PROJECTING 10 CENTIMETERS
 NF0434_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0434+STABILITY: SURFACE MOTION
 NF0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0434+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2001
 NF0434
 NF0434  HISTORY     - Date     Condition        Report By
 NF0434  HISTORY     - 1948     MONUMENTED       CGS
 NF0434  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 NF0434  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0434  HISTORY     - 1988     GOOD             USPSQD
 NF0434  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0434  HISTORY     - 19940727 GOOD             NGS
 NF0434  HISTORY     - 19991009 GOOD             USPSQD
 NF0434  HISTORY     - 20010403 GOOD             LOCSUR
 NF0434  HISTORY     - 20010806 GOOD             NGS
 NF0434
 NF0434                          STATION DESCRIPTION
 NF0434
 NF0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0434'0.8 MI N FROM BROWNE CENTER.
 NF0434'0.85 MILE NORTH ALONG STATE HIGHWAY 50 FROM THE CROSSROADS AT
 NF0434'BROWNE CENTER, ABOUT 0.4 MILE SOUTH OF 74TH STREET SE LEADING
 NF0434'WEST, AT A FARM GATE INTO A FIELD, 52 FEET WEST OF THE CENTER
 NF0434'LINE OF THE HIGHWAY, 15 FEET NORTH OF THE CENTER OF THE GATE,
 NF0434'18 FEET NORTHWEST OF THE NORTH END OF A 22-INCH PIPE CULVERT
 NF0434'UNDER DRIVE, 7 FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 1 FOOT
 NF0434'WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 NF0434'POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 NF0434'CONCRETE POST PROJECTING 4 INCHES.
 NF0434
 NF0434                          STATION RECOVERY (1985)
 NF0434
 NF0434'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0434'MARK NOT FOUND.
 NF0434
 NF0434                          STATION RECOVERY (1987)
 NF0434
 NF0434'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0434'MARK NOT FOUND.
 NF0434
 NF0434                          STATION RECOVERY (1988)
 NF0434
 NF0434'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 NF0434'RECOVERED IN GOOD CONDITION.
 NF0434
 NF0434                          STATION RECOVERY (1989)
 NF0434
 NF0434'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOH)
 NF0434'MARK NOT FOUND.
 NF0434
 NF0434                          STATION RECOVERY (1994)
 NF0434
 NF0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0434'STATION IS LOCATED 29 KM (18.00 MI) SOUTHEAST OF GRAND RAPIDS, 6 KM
 NF0434'(3.70 MI) SOUTH OF INTERSTATE HIGHWAY 96, 7 KM (4.35 MI) NORTHWEST OF
 NF0434'THE SOUTHEAST CORNER OF KENT COUNTY, 1 KM (0.60 MI) NORTH OF BOWNE
 NF0434'CENTER, IN SECTION 16, T 5 N, R 9 W, BOWNE TOWNSHIP, ALONG WEST SIDE
 NF0434'OF STATE HIGHWAY 50 RIGHT-OF-WAY, IN WEEDS AT FIELD ENTRANCE TO HAY
 NF0434'FIELD.  TO REACH THE STATION FROM THE OVERPASS AT THE JUNCTION OF
 NF0434'INTERSTATE HIGHWAY 96 AND STATE HIGHWAY 50 (EXIT 52) , ABOUT 18.5
 NF0434'MILES (29.8 KM) EAST OF GRAND RAPIDS, GO SOUTH ON HIGHWAY 50 (ALDEN
 NF0434'NASH ROAD) FOR 5.32 KM (3.30 MI) TO A PAVED ROAD ON THE RIGHT, 74TH
 NF0434'STREET.  CONTINUE SOUTH FOR 0.63 KM (0.40 MI) TO A FIELD ENTRANCE ON
 NF0434'THE RIGHT AND THE STATION ON THE RIGHT.  STATION PROJECTS 15 CM ABOVE
 NF0434'GROUND.  IT IS 15.2 M (49.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 NF0434'6.0 M (19.7 FT) NORTH OF THE CENTER OF THE FIELD ENTRANCE, 3.2 M (10.5
 NF0434'FT) NORTH OF AN OLD PIPE GATEPOST, AND 0.5 M (1.6 FT) NORTH OF A
 NF0434'FIBERGLASS WITNESS POST.  DESCRIBED BY G.R.  HEID.
 NF0434
 NF0434                          STATION RECOVERY (1999)
 NF0434
 NF0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0434'RECOVERED IN GOOD CONDITION.
 NF0434
 NF0434                          STATION RECOVERY (2001)
 NF0434
 NF0434'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (PP)
 NF0434'STATION WAS RECOVERED ON 04-03-2001 BY A PRIVATE SURVEY FIRM,
 NF0434'WILLIAMS AND WORKS, (PP)  IN GOOD CONDITION.  STATION IS GOOD FOR
 NF0434'USE WITH G.P.S.
 NF0434' 
 NF0434'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF0434' 
 NF0434' 
 NF0434' 
 NF0434' 
 NF0434'
 NF0434
 NF0434                          STATION RECOVERY (2001)
 NF0434
 NF0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0409 ***********************************************************************
 NF0409  DESIGNATION -  L 167
 NF0409  PID         -  NF0409
 NF0409  STATE/COUNTY-  MI/BARRY
 NF0409  USGS QUAD   -  MIDDLEVILLE (1982)
 NF0409
 NF0409                         *CURRENT SURVEY CONTROL
 NF0409  ___________________________________________________________________
 NF0409* NAD 83(1986)-  42 44 24.     (N)    085 27 43.     (W)     SCALED    
 NF0409* NAVD 88     -       227.742  (meters)     747.18   (feet)  ADJUSTED  
 NF0409  ___________________________________________________________________
 NF0409  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF0409  DYNAMIC HT  -         227.676 (meters)     746.97  (feet)  COMP
 NF0409  MODELED GRAV-     980,327.7   (mgal)                       NAVD 88
 NF0409
 NF0409  VERT ORDER  -  SECOND    CLASS 0
 NF0409
 NF0409.The horizontal coordinates were scaled from a topographic map and have
 NF0409.an estimated accuracy of +/- 6 seconds.
 NF0409
 NF0409.The orthometric height was determined by differential leveling
 NF0409.and adjusted by the National Geodetic Survey in June 1991..
 NF0409
 NF0409.The geoid height was determined by GEOID03.
 NF0409
 NF0409.The dynamic height is computed by dividing the NAVD 88
 NF0409.geopotential number by the normal gravity value computed on the
 NF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0409.degrees latitude (g = 980.6199 gals.).
 NF0409
 NF0409.The modeled gravity was interpolated from observed gravity values.
 NF0409
 NF0409;                    North         East    Units  Estimated Accuracy
 NF0409;SPC MI S     -   138,320.    3,910,330.      MT  (+/- 180 meters Scaled)
 NF0409
 NF0409                          SUPERSEDED SURVEY CONTROL
 NF0409
 NF0409  NGVD 29 (??/??/92)  227.868  (m)          747.60   (f) ADJ UNCH    2 0
 NF0409
 NF0409.Superseded values are not recommended for survey control.
 NF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0409.See file dsdata.txt to determine how the superseded data were derived.
 NF0409
 NF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN258330(NAD 83)
 NF0409_MARKER: DB = BENCH MARK DISK
 NF0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0409_STAMPING: L 167 1948
 NF0409_MARK LOGO: CGS   
 NF0409_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0409+STABILITY: SURFACE MOTION
 NF0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0409+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF0409
 NF0409  HISTORY     - Date     Condition        Report By
 NF0409  HISTORY     - 1948     MONUMENTED       CGS
 NF0409  HISTORY     - 1985     GOOD             USPSQD
 NF0409  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NF0409  HISTORY     - 1988     GOOD             USPSQD
 NF0409  HISTORY     - 19941111 GOOD             MI-015
 NF0409  HISTORY     - 19970311 GOOD             USPSQD
 NF0409  HISTORY     - 20040417 GOOD             USPSQD
 NF0409
 NF0409                          STATION DESCRIPTION
 NF0409
 NF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0409'1.8 MI N FROM MIDDLEVILLE.
 NF0409'1.85 MILES NORTH ALONG COUNTY ROAD 611 FROM THE FIRST BAPTIST
 NF0409'CHURCH IN THE EAST PART OF MIDDLEVILLE, AT THE JUNCTION OF A
 NF0409'ROAD EAST, 46 FEET WEST OF THE CENTER LINE OF THE ROAD, 6
 NF0409'FEET NORTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST,
 NF0409'46 1/2 FEET SOUTH-SOUTHWEST OF A 20-INCH OAK TREE, 10 FEET
 NF0409'WEST-NORTHWEST OF A 24-INCH OAK TREE, 5 1/2 FEET SOUTHEAST OF
 NF0409'A TRANSFORMER POWER POLE, 1 1/2 FEET WEST OF A WHITE WOODEN
 NF0409'WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET IN THE
 NF0409'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0409
 NF0409                          STATION RECOVERY (1985)
 NF0409
 NF0409'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0409'MARK IS TEN FEET WEST OF 30 INCH OAK TREE AND 5.5 FEET EAST OF POWER
 NF0409'POLE.
 NF0409
 NF0409                          STATION RECOVERY (1987)
 NF0409
 NF0409'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0409'MARK NOT FOUND.
 NF0409
 NF0409                          STATION RECOVERY (1988)
 NF0409
 NF0409'RECOVERY NOTE BY US POWER SQUADRON 1988 (HAN)
 NF0409'RECOVERED IN GOOD CONDITION.
 NF0409
 NF0409                          STATION RECOVERY (1994)
 NF0409
 NF0409'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0409'FOUND MARK IN GOOD CONDITION. 47 FEET OF EXTENDED CENTERLINE OF GARBO
 NF0409'ROAD (BITUMINOUS) OF CENTERLINE OF WHITNEYVILLE ROAD (BITUMINOUS)
 NF0409'(AKA.  GRAND RAPIDS STREET) MARK IS NOT SUITABLE FOR GPS
 NF0409
 NF0409                          STATION RECOVERY (1997)
 NF0409
 NF0409'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0409'RECOVERED IN GOOD CONDITION.
 NF0409
 NF0409                          STATION RECOVERY (2004)
 NF0409
 NF0409'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0409'MARK NOW 6 FT ENE OF POWER POLE WITH NO MARKER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0875 ***********************************************************************
 NF0875  DESIGNATION -  L 169
 NF0875  PID         -  NF0875
 NF0875  STATE/COUNTY-  MI/KENT
 NF0875  USGS QUAD   -  CUTLERVILLE (1982)
 NF0875
 NF0875                         *CURRENT SURVEY CONTROL
 NF0875  ___________________________________________________________________
 NF0875* NAD 83(1986)-  42 50 27.     (N)    085 38 28.     (W)     SCALED    
 NF0875* NAVD 88     -       216.015  (meters)     708.71   (feet)  ADJUSTED  
 NF0875  ___________________________________________________________________
 NF0875  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF0875  DYNAMIC HT  -         215.956 (meters)     708.52  (feet)  COMP
 NF0875  MODELED GRAV-     980,345.0   (mgal)                       NAVD 88
 NF0875
 NF0875  VERT ORDER  -  SECOND    CLASS 0
 NF0875
 NF0875.The horizontal coordinates were scaled from a topographic map and have
 NF0875.an estimated accuracy of +/- 6 seconds.
 NF0875
 NF0875.The orthometric height was determined by differential leveling
 NF0875.and adjusted by the National Geodetic Survey in June 1991..
 NF0875
 NF0875.The geoid height was determined by GEOID03.
 NF0875
 NF0875.The dynamic height is computed by dividing the NAVD 88
 NF0875.geopotential number by the normal gravity value computed on the
 NF0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0875.degrees latitude (g = 980.6199 gals.).
 NF0875
 NF0875.The modeled gravity was interpolated from observed gravity values.
 NF0875
 NF0875;                    North         East    Units  Estimated Accuracy
 NF0875;SPC MI S     -   149,730.    3,895,830.      MT  (+/- 180 meters Scaled)
 NF0875
 NF0875                          SUPERSEDED SURVEY CONTROL
 NF0875
 NF0875  NGVD 29 (??/??/92)  216.150  (m)          709.15   (f) ADJ UNCH    2 0
 NF0875
 NF0875.Superseded values are not recommended for survey control.
 NF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0875.See file dsdata.txt to determine how the superseded data were derived.
 NF0875
 NF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN110440(NAD 83)
 NF0875_MARKER: DB = BENCH MARK DISK
 NF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0875_STAMPING: L 169 1948
 NF0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0875+STABILITY: SURFACE MOTION
 NF0875
 NF0875  HISTORY     - Date     Condition        Report By
 NF0875  HISTORY     - 1948     MONUMENTED       CGS
 NF0875  HISTORY     - 20010808 MARK NOT FOUND   NGS
 NF0875
 NF0875                          STATION DESCRIPTION
 NF0875
 NF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0875'2.8 MI W FROM DUTTON.
 NF0875'ABOUT 2.85 MILES WEST ALONG 68TH STREET SE FROM THE CROSSROADS
 NF0875'AT DUTTON, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF EASTERN
 NF0875'AVENUE, 73 FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE ON NORTH
 NF0875'SIDE OF ROAD, 72 FEET NORTH AND AROSS THE ROAD FROM TELEPHONE
 NF0875'POLE 138, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET
 NF0875'EAST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 22 FEET
 NF0875'EAST-NORTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT UNDER
 NF0875'DRIVE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 NF0875'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0875'PROJECTING 3 INCHES.
 NF0875
 NF0875                          STATION RECOVERY (2001)
 NF0875
 NF0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0875'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0341 ***********************************************************************
 OK0341  DESIGNATION -  L 17
 OK0341  PID         -  OK0341
 OK0341  STATE/COUNTY-  MI/IONIA
 OK0341  USGS QUAD   -  SHILOH (1972)
 OK0341
 OK0341                         *CURRENT SURVEY CONTROL
 OK0341  ___________________________________________________________________
 OK0341* NAD 83(1986)-  43 00 56.     (N)    085 05 41.     (W)     SCALED    
 OK0341* NAVD 88     -       246.678  (meters)     809.31   (feet)  ADJUSTED  
 OK0341  ___________________________________________________________________
 OK0341  GEOID HEIGHT-         -33.38  (meters)                     GEOID03
 OK0341  DYNAMIC HT  -         246.616 (meters)     809.11  (feet)  COMP
 OK0341  MODELED GRAV-     980,363.8   (mgal)                       NAVD 88
 OK0341
 OK0341  VERT ORDER  -  FIRST     CLASS II
 OK0341
 OK0341.The horizontal coordinates were scaled from a topographic map and have
 OK0341.an estimated accuracy of +/- 6 seconds.
 OK0341
 OK0341.The orthometric height was determined by differential leveling
 OK0341.and adjusted by the National Geodetic Survey in June 1991..
 OK0341
 OK0341.The geoid height was determined by GEOID03.
 OK0341
 OK0341.The dynamic height is computed by dividing the NAVD 88
 OK0341.geopotential number by the normal gravity value computed on the
 OK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0341.degrees latitude (g = 980.6199 gals.).
 OK0341
 OK0341.The modeled gravity was interpolated from observed gravity values.
 OK0341
 OK0341;                    North         East    Units  Estimated Accuracy
 OK0341;SPC MI S     -   168,600.    3,940,660.      MT  (+/- 180 meters Scaled)
 OK0341
 OK0341                          SUPERSEDED SURVEY CONTROL
 OK0341
 OK0341  NGVD 29 (??/??/92)  246.809  (m)          809.74   (f) ADJ UNCH    1 2
 OK0341
 OK0341.Superseded values are not recommended for survey control.
 OK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0341.See file dsdata.txt to determine how the superseded data were derived.
 OK0341
 OK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN552643(NAD 83)
 OK0341_MARKER: Z = SEE DESCRIPTION
 OK0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OK0341_SP_SET: RAIL
 OK0341_PROJECTION: FLUSH
 OK0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0341
 OK0341  HISTORY     - Date     Condition        Report By
 OK0341  HISTORY     - UNK      MONUMENTED       CGS
 OK0341  HISTORY     - 1934     GOOD             NGS
 OK0341  HISTORY     - 1969     MARK NOT FOUND   USGS
 OK0341  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0341
 OK0341                          STATION DESCRIPTION
 OK0341
 OK0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0341'4.1 MI NW FROM IONIA.
 OK0341'4.1 MILES NORTHWEST ALONG THE C AND O RAILWAY FROM THE STATION
 OK0341'AT IONIA, IONIA COUNTY, AT HAYNOR, 60 YARDS SOUTH OF BENCH MARK
 OK0341'K 17, DESCRIBED ABOVE, 52.7 FEET EAST OF THE EAST RAIL OF THE
 OK0341'GRAND LEDGE TO BIG RAPIDS DIVISION, AND 8 FEET EAST OF THE
 OK0341'FORMER LOCATION OF THE TRACK OF THE ABANDONED STANTON TO HAYNOR
 OK0341'DIVISION.  THE HIGHEST POINT OF A SECTION OF RAIL PROJECTING
 OK0341'5 INCHES ABOVE GROUND.
 OK0341
 OK0341                          STATION RECOVERY (1969)
 OK0341
 OK0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 OK0341'MARK NOT FOUND.
 OK0341
 OK0341                          STATION RECOVERY (1992)
 OK0341
 OK0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0341'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0603 ***********************************************************************
 NF0603  DESIGNATION -  L 170
 NF0603  PID         -  NF0603
 NF0603  STATE/COUNTY-  MI/ALLEGAN
 NF0603  USGS QUAD   -  OTSEGO (1973)
 NF0603
 NF0603                         *CURRENT SURVEY CONTROL
 NF0603  ___________________________________________________________________
 NF0603* NAD 83(1986)-  42 27 15.     (N)    085 41 08.     (W)     SCALED    
 NF0603* NAVD 88     -       218.188  (meters)     715.84   (feet)  ADJUSTED  
 NF0603  ___________________________________________________________________
 NF0603  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0603  DYNAMIC HT  -         218.125 (meters)     715.63  (feet)  COMP
 NF0603  MODELED GRAV-     980,328.8   (mgal)                       NAVD 88
 NF0603
 NF0603  VERT ORDER  -  SECOND    CLASS 0
 NF0603
 NF0603.The horizontal coordinates were scaled from a topographic map and have
 NF0603.an estimated accuracy of +/- 6 seconds.
 NF0603
 NF0603.The orthometric height was determined by differential leveling
 NF0603.and adjusted by the National Geodetic Survey in June 1991..
 NF0603
 NF0603.The geoid height was determined by GEOID03.
 NF0603
 NF0603.The dynamic height is computed by dividing the NAVD 88
 NF0603.geopotential number by the normal gravity value computed on the
 NF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0603.degrees latitude (g = 980.6199 gals.).
 NF0603
 NF0603.The modeled gravity was interpolated from observed gravity values.
 NF0603
 NF0603;                    North         East    Units  Estimated Accuracy
 NF0603;SPC MI S     -   106,840.    3,891,520.      MT  (+/- 180 meters Scaled)
 NF0603
 NF0603                          SUPERSEDED SURVEY CONTROL
 NF0603
 NF0603  NGVD 29 (??/??/92)  218.321  (m)          716.27   (f) ADJ UNCH    2 0
 NF0603
 NF0603.Superseded values are not recommended for survey control.
 NF0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0603.See file dsdata.txt to determine how the superseded data were derived.
 NF0603
 NF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN080010(NAD 83)
 NF0603_MARKER: DB = BENCH MARK DISK
 NF0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0603_STAMPING: L 170 1948
 NF0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0603+STABILITY: SURFACE MOTION
 NF0603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0603+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2005
 NF0603
 NF0603  HISTORY     - Date     Condition        Report By
 NF0603  HISTORY     - 1948     MONUMENTED       CGS
 NF0603  HISTORY     - 1976     GOOD             MIDH
 NF0603  HISTORY     - 1984     GOOD             USPSQD
 NF0603  HISTORY     - 1989     GOOD             USPSQD
 NF0603  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0603  HISTORY     - 20051015 GOOD             USPSQD
 NF0603
 NF0603                          STATION DESCRIPTION
 NF0603
 NF0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0603'0.8 MI SE FROM OTSEGO.
 NF0603'0.75 MILE SOUTHEAST ALONG STATE HIGHWAY 89 FROM THE STATE BANK
 NF0603'BUILDING AT OTSEGO, AT THE SOUTHEAST CITY LIMITS OF OTSEGO,
 NF0603'ABOUT 0.25 MILE NORTHWEST OF THE MAIN ENTRANCE TO THE ST.
 NF0603'MARGARETS CEMETERY ON NORTHEAST SIDE OF HIGHWAY, 45 FEET
 NF0603'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST
 NF0603'OF THE CITY LIMIT SIGN, 3.5 FEET SOUTHEAST OF A POWER POLE AND
 NF0603'IN LINE WITH THE ROW OF POLES, 2 FEET NORTHWEST OF A WHITE
 NF0603'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 NF0603'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 NF0603
 NF0603                          STATION RECOVERY (1976)
 NF0603
 NF0603'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0603'RECOVERED IN GOOD CONDITION.
 NF0603
 NF0603                          STATION RECOVERY (1984)
 NF0603
 NF0603'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0603'THE WHITE WOODEN WITNESS POST, AND ADD, 2 FT. NORTHWEST OF A STEEL
 NF0603'WITNESS POST.
 NF0603
 NF0603                          STATION RECOVERY (1989)
 NF0603
 NF0603'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0603'RECOVERED IN GOOD CONDITION.
 NF0603
 NF0603                          STATION RECOVERY (1997)
 NF0603
 NF0603'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0603'MARK NOT FOUND.
 NF0603
 NF0603                          STATION RECOVERY (2005)
 NF0603
 NF0603'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF0603'HIGHWAY WIDENED, NOW 25 FT SSE OF CITY LIMITS SIGN, 8 FT SE OF A
 NF0603'UTILITY POLE, AND 1 FT NW OF A METAL STAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0636 ***********************************************************************
 NF0636  DESIGNATION -  L 171
 NF0636  PID         -  NF0636
 NF0636  STATE/COUNTY-  MI/ALLEGAN
 NF0636  USGS QUAD   -  MERSON (1981)
 NF0636
 NF0636                         *CURRENT SURVEY CONTROL
 NF0636  ___________________________________________________________________
 NF0636* NAD 83(1986)-  42 26 57.     (N)    085 47 54.     (W)     SCALED    
 NF0636* NAVD 88     -       233.497  (meters)     766.06   (feet)  ADJUSTED  
 NF0636  ___________________________________________________________________
 NF0636  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 NF0636  DYNAMIC HT  -         233.432 (meters)     765.85  (feet)  COMP
 NF0636  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NF0636
 NF0636  VERT ORDER  -  SECOND    CLASS 0
 NF0636
 NF0636.The horizontal coordinates were scaled from a topographic map and have
 NF0636.an estimated accuracy of +/- 6 seconds.
 NF0636
 NF0636.The orthometric height was determined by differential leveling
 NF0636.and adjusted by the National Geodetic Survey in June 1991..
 NF0636
 NF0636.The geoid height was determined by GEOID03.
 NF0636
 NF0636.The dynamic height is computed by dividing the NAVD 88
 NF0636.geopotential number by the normal gravity value computed on the
 NF0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0636.degrees latitude (g = 980.6199 gals.).
 NF0636
 NF0636.The modeled gravity was interpolated from observed gravity values.
 NF0636
 NF0636;                    North         East    Units  Estimated Accuracy
 NF0636;SPC MI S     -   106,430.    3,882,240.      MT  (+/- 180 meters Scaled)
 NF0636
 NF0636                          SUPERSEDED SURVEY CONTROL
 NF0636
 NF0636  NGVD 29 (??/??/92)  233.634  (m)          766.51   (f) ADJ UNCH    2 0
 NF0636
 NF0636.Superseded values are not recommended for survey control.
 NF0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0636.See file dsdata.txt to determine how the superseded data were derived.
 NF0636
 NF0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN988003(NAD 83)
 NF0636_MARKER: DB = BENCH MARK DISK
 NF0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0636_STAMPING: L 171 1948
 NF0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0636+STABILITY: SURFACE MOTION
 NF0636
 NF0636  HISTORY     - Date     Condition        Report By
 NF0636  HISTORY     - 1948     MONUMENTED       CGS
 NF0636  HISTORY     - 19971011 GOOD             USPSQD
 NF0636  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0636
 NF0636                          STATION DESCRIPTION
 NF0636
 NF0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0636'8.2 MI NE FROM KENDALL.
 NF0636'7.2 MILES NORTH ALONG COUNTY ROAD 653 FROM THE POST OFFICE AT
 NF0636'KENDALL, THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD, ABOUT
 NF0636'1.0 MILE EAST OF THE TROWBRIDGE GRANGE HALL, AT A NORTH-SOUTH
 NF0636'CROSS ROAD, ABOUT 0.1 MILE NORTH ALONG NORTH-SOUTH ROAD FROM
 NF0636'A CHURCH, 66 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 NF0636'ROAD, 24 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 NF0636'99 FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 NF0636'OF A FARM HOUSE, 1 FOOT WEST OF A WIRE FENCE, 43.5 FEET SOUTH
 NF0636'OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 NF0636'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 NF0636'CONCRETE POST PROJECTING 4 INCHES.
 NF0636
 NF0636                          STATION RECOVERY (1997)
 NF0636
 NF0636'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0636'RECOVERED IN GOOD CONDITION.
 NF0636
 NF0636                          STATION RECOVERY (2005)
 NF0636
 NF0636'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF0636'METAL WITNESS POST FOUND AT EDGE OF WOODS, BUT NOT MARK FOUND NEARBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0786 ***********************************************************************
 NF0786  DESIGNATION -  L 172
 NF0786  PID         -  NF0786
 NF0786  STATE/COUNTY-  MI/OTTAWA
 NF0786  USGS QUAD   -  HUDSONVILLE WEST (1980)
 NF0786
 NF0786                         *CURRENT SURVEY CONTROL
 NF0786  ___________________________________________________________________
 NF0786* NAD 83(1986)-  42 48 41.     (N)    085 55 12.     (W)     SCALED    
 NF0786* NAVD 88     -       223.947  (meters)     734.73   (feet)  ADJUSTED  
 NF0786  ___________________________________________________________________
 NF0786  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 NF0786  DYNAMIC HT  -         223.892 (meters)     734.55  (feet)  COMP
 NF0786  MODELED GRAV-     980,366.1   (mgal)                       NAVD 88
 NF0786
 NF0786  VERT ORDER  -  SECOND    CLASS 0
 NF0786
 NF0786.The horizontal coordinates were scaled from a topographic map and have
 NF0786.an estimated accuracy of +/- 6 seconds.
 NF0786
 NF0786.The orthometric height was determined by differential leveling
 NF0786.and adjusted by the National Geodetic Survey in June 1991..
 NF0786
 NF0786.The geoid height was determined by GEOID03.
 NF0786
 NF0786.The dynamic height is computed by dividing the NAVD 88
 NF0786.geopotential number by the normal gravity value computed on the
 NF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0786.degrees latitude (g = 980.6199 gals.).
 NF0786
 NF0786.The modeled gravity was interpolated from observed gravity values.
 NF0786
 NF0786;                    North         East    Units  Estimated Accuracy
 NF0786;SPC MI S     -   146,840.    3,872,970.      MT  (+/- 180 meters Scaled)
 NF0786
 NF0786                          SUPERSEDED SURVEY CONTROL
 NF0786
 NF0786  NGVD 29 (??/??/92)  224.085  (m)          735.19   (f) ADJ UNCH    2 0
 NF0786
 NF0786.Superseded values are not recommended for survey control.
 NF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0786.See file dsdata.txt to determine how the superseded data were derived.
 NF0786
 NF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN882404(NAD 83)
 NF0786_MARKER: DB = BENCH MARK DISK
 NF0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0786_STAMPING: L 172 1948
 NF0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0786+STABILITY: SURFACE MOTION
 NF0786
 NF0786  HISTORY     - Date     Condition        Report By
 NF0786  HISTORY     - 1948     MONUMENTED       CGS
 NF0786  HISTORY     - 1984     GOOD             USPSQD
 NF0786  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 NF0786  HISTORY     - 20051130 MARK NOT FOUND   INDIV
 NF0786
 NF0786                          STATION DESCRIPTION
 NF0786
 NF0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0786'1 MI E FROM VREISLAND.
 NF0786'ABOUT 0.95 MILE EAST ALONG COUNTY ROAD 452 FROM THE MAIN
 NF0786'CROSSROAD AT VREISLAND, SET IN THE SOUTHEAST CORNER OF A
 NF0786'CROSSROAD, 40 FEET SOUTH OF THE CENTER LINE OF ROAD 452, 31 FEET
 NF0786'EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 5 FEET EAST OF
 NF0786'POWER POLE NO. 315 AND IN LINE WITH THE EAST-WEST ROW OF POLES,
 NF0786'270 FEET EAST-SOUTHEAST AND ACROSS HIGHWAY FROM B.M. 20 - M1
 NF0786'(MICH. GEOD. SUR), 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0786'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0786'PROJECTING 6 INCHES.
 NF0786
 NF0786                          STATION RECOVERY (1984)
 NF0786
 NF0786'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0786'RECOVERED IN GOOD CONDITION.
 NF0786
 NF0786                          STATION RECOVERY (1990)
 NF0786
 NF0786'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 NF0786'MARK NOT FOUND.
 NF0786
 NF0786                          STATION RECOVERY (2005)
 NF0786
 NF0786'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RDF)
 NF0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0971 ***********************************************************************
 NF0971  DESIGNATION -  L 173
 NF0971  PID         -  NF0971
 NF0971  STATE/COUNTY-  MI/ALLEGAN
 NF0971  USGS QUAD   -  BURNIPS (1981)
 NF0971
 NF0971                         *CURRENT SURVEY CONTROL
 NF0971  ___________________________________________________________________
 NF0971* NAD 83(1986)-  42 39 50.     (N)    085 45 40.     (W)     SCALED    
 NF0971* NAVD 88     -       233.924  (meters)     767.47   (feet)  ADJUSTED  
 NF0971  ___________________________________________________________________
 NF0971  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NF0971  DYNAMIC HT  -         233.861 (meters)     767.26  (feet)  COMP
 NF0971  MODELED GRAV-     980,345.2   (mgal)                       NAVD 88
 NF0971
 NF0971  VERT ORDER  -  SECOND    CLASS 0
 NF0971
 NF0971.The horizontal coordinates were scaled from a topographic map and have
 NF0971.an estimated accuracy of +/- 6 seconds.
 NF0971
 NF0971.The orthometric height was determined by differential leveling
 NF0971.and adjusted by the National Geodetic Survey in June 1991..
 NF0971
 NF0971.The geoid height was determined by GEOID03.
 NF0971
 NF0971.The dynamic height is computed by dividing the NAVD 88
 NF0971.geopotential number by the normal gravity value computed on the
 NF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0971.degrees latitude (g = 980.6199 gals.).
 NF0971
 NF0971.The modeled gravity was interpolated from observed gravity values.
 NF0971
 NF0971;                    North         East    Units  Estimated Accuracy
 NF0971;SPC MI S     -   130,230.    3,885,690.      MT  (+/- 180 meters Scaled)
 NF0971
 NF0971                          SUPERSEDED SURVEY CONTROL
 NF0971
 NF0971  NGVD 29 (??/??/92)  234.059  (m)          767.91   (f) ADJ UNCH    2 0
 NF0971
 NF0971.Superseded values are not recommended for survey control.
 NF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0971.See file dsdata.txt to determine how the superseded data were derived.
 NF0971
 NF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN015242(NAD 83)
 NF0971_MARKER: DB = BENCH MARK DISK
 NF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0971_STAMPING: L 173 1948
 NF0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0971+STABILITY: SURFACE MOTION
 NF0971
 NF0971  HISTORY     - Date     Condition        Report By
 NF0971  HISTORY     - 1948     MONUMENTED       CGS
 NF0971  HISTORY     - 1987     GOOD             USPSQD
 NF0971  HISTORY     - 1989     GOOD             USPSQD
 NF0971  HISTORY     - 19990322 GOOD             USPSQD
 NF0971
 NF0971                          STATION DESCRIPTION
 NF0971
 NF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0971'3 MI N FROM HOPKINS.
 NF0971'ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM THE STATE BANK
 NF0971'BUILDING AT HOPKINS, THENCE ABOUT 2.9 MILES NORTH ALONG A COUNTY
 NF0971'ROAD, ABOUT 0.25 MILE NORTH OF A CROSS ROAD, ABOUT 0.25 MILE
 NF0971'SOUTH OF A ROAD WEST, AT THE SOUTHWEST CORNER OF A FIELD,
 NF0971'ABOUT 0.1 MILE SOUTH OF A LARGE RED BARN WITH SILO ON EAST
 NF0971'SIDE OF ROAD, 34 FEET EAST OF THE CENTER LINE OF THE ROAD, 68
 NF0971'FEET EAST AND ACROSS THE ROAD FROM A 30-INCH ELM TREE, 9 FEET
 NF0971'EAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF AN EAST-WEST FENCE
 NF0971'LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE
 NF0971'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NF0971'INCHES.
 NF0971
 NF0971                          STATION RECOVERY (1987)
 NF0971
 NF0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0971'RECOVERED IN GOOD CONDITION.
 NF0971
 NF0971                          STATION RECOVERY (1989)
 NF0971
 NF0971'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0971'RECOVERED IN GOOD CONDITION.
 NF0971
 NF0971                          STATION RECOVERY (1999)
 NF0971
 NF0971'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0861 ***********************************************************************
 NF0861  DESIGNATION -  L 174
 NF0861  PID         -  NF0861
 NF0861  STATE/COUNTY-  MI/ALLEGAN
 NF0861  USGS QUAD   -  MILLGROVE (1981)
 NF0861
 NF0861                         *CURRENT SURVEY CONTROL
 NF0861  ___________________________________________________________________
 NF0861* NAD 83(1986)-  42 31 55.     (N)    085 57 23.     (W)     SCALED    
 NF0861* NAVD 88     -       207.004  (meters)     679.15   (feet)  ADJUSTED  
 NF0861  ___________________________________________________________________
 NF0861  GEOID HEIGHT-         -33.11  (meters)                     GEOID03
 NF0861  DYNAMIC HT  -         206.948 (meters)     678.96  (feet)  COMP
 NF0861  MODELED GRAV-     980,346.5   (mgal)                       NAVD 88
 NF0861
 NF0861  VERT ORDER  -  SECOND    CLASS 0
 NF0861
 NF0861.The horizontal coordinates were scaled from a topographic map and have
 NF0861.an estimated accuracy of +/- 6 seconds.
 NF0861
 NF0861.The orthometric height was determined by differential leveling
 NF0861.and adjusted by the National Geodetic Survey in June 1991..
 NF0861
 NF0861.The geoid height was determined by GEOID03.
 NF0861
 NF0861.The dynamic height is computed by dividing the NAVD 88
 NF0861.geopotential number by the normal gravity value computed on the
 NF0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0861.degrees latitude (g = 980.6199 gals.).
 NF0861
 NF0861.The modeled gravity was interpolated from observed gravity values.
 NF0861
 NF0861;                    North         East    Units  Estimated Accuracy
 NF0861;SPC MI S     -   115,860.    3,869,410.      MT  (+/- 180 meters Scaled)
 NF0861
 NF0861                          SUPERSEDED SURVEY CONTROL
 NF0861
 NF0861  NGVD 29 (??/??/92)  207.144  (m)          679.60   (f) ADJ UNCH    2 0
 NF0861
 NF0861.Superseded values are not recommended for survey control.
 NF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0861.See file dsdata.txt to determine how the superseded data were derived.
 NF0861
 NF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN857093(NAD 83)
 NF0861_MARKER: DB = BENCH MARK DISK
 NF0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0861_STAMPING: L 174 1948
 NF0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0861+STABILITY: SURFACE MOTION
 NF0861
 NF0861  HISTORY     - Date     Condition        Report By
 NF0861  HISTORY     - 1948     MONUMENTED       CGS
 NF0861  HISTORY     - 19971011 GOOD             USPSQD
 NF0861
 NF0861                          STATION DESCRIPTION
 NF0861
 NF0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0861'6.2 MI N FROM CHESHIRE.
 NF0861'ABOUT 6.2 MILES NORTH ALONG A GRAVEL ROAD FROM LINDSLEY SCHOOL
 NF0861'AND A CEMETERY AT CHESHIRE, ABOUT 0.3 MILE NORTH OF A CROSSROAD,
 NF0861'31 FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTH OF A
 NF0861'TRIANGULAR BLAZED 10-INCH OAK TREE, 2 FEET NORTH OF A WHITE
 NF0861'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 NF0861'OF A CONCRETE POST PROJECTING 4 INCHES.  MARK MAY BE REACHED
 NF0861'FROM THE HIGH SCHOOL AT ALLEGAN BY GOING ABOUT 5.75 MILES WEST
 NF0861'ALONG STATE HIGHWAY 89, THENCE ABOUT 0.7 MILE SOUTH ALONG A
 NF0861'GRAVEL ROAD LEADING TO LINDSLEY SCHOOL AT CHESHIRE.
 NF0861
 NF0861                          STATION RECOVERY (1997)
 NF0861
 NF0861'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0591 ***********************************************************************
 NF0591  DESIGNATION -  L 175
 NF0591  PID         -  NF0591
 NF0591  STATE/COUNTY-  MI/ALLEGAN
 NF0591  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0591
 NF0591                         *CURRENT SURVEY CONTROL
 NF0591  ___________________________________________________________________
 NF0591* NAD 83(1986)-  42 28 56.     (N)    085 34 23.     (W)     SCALED    
 NF0591* NAVD 88     -       233.953  (meters)     767.56   (feet)  ADJUSTED  
 NF0591  ___________________________________________________________________
 NF0591  GEOID HEIGHT-         -33.24  (meters)                     GEOID03
 NF0591  DYNAMIC HT  -         233.883 (meters)     767.33  (feet)  COMP
 NF0591  MODELED GRAV-     980,314.9   (mgal)                       NAVD 88
 NF0591
 NF0591  VERT ORDER  -  SECOND    CLASS 0
 NF0591
 NF0591.The horizontal coordinates were scaled from a topographic map and have
 NF0591.an estimated accuracy of +/- 6 seconds.
 NF0591
 NF0591.The orthometric height was determined by differential leveling
 NF0591.and adjusted by the National Geodetic Survey in June 1991..
 NF0591
 NF0591.The geoid height was determined by GEOID03.
 NF0591
 NF0591.The dynamic height is computed by dividing the NAVD 88
 NF0591.geopotential number by the normal gravity value computed on the
 NF0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0591.degrees latitude (g = 980.6199 gals.).
 NF0591
 NF0591.The modeled gravity was interpolated from observed gravity values.
 NF0591
 NF0591;                    North         East    Units  Estimated Accuracy
 NF0591;SPC MI S     -   109,810.    3,900,820.      MT  (+/- 180 meters Scaled)
 NF0591
 NF0591                          SUPERSEDED SURVEY CONTROL
 NF0591
 NF0591  NGVD 29 (??/??/92)  234.082  (m)          767.98   (f) ADJ UNCH    2 0
 NF0591
 NF0591.Superseded values are not recommended for survey control.
 NF0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0591.See file dsdata.txt to determine how the superseded data were derived.
 NF0591
 NF0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN172043(NAD 83)
 NF0591_MARKER: DB = BENCH MARK DISK
 NF0591_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0591_SP_SET: CULVERT
 NF0591_STAMPING: L 175 1948
 NF0591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0591
 NF0591  HISTORY     - Date     Condition        Report By
 NF0591  HISTORY     - 1948     MONUMENTED       CGS
 NF0591  HISTORY     - 1989     GOOD             USPSQD
 NF0591  HISTORY     - 20051015 MARK NOT FOUND   USPSQD
 NF0591
 NF0591                          STATION DESCRIPTION
 NF0591
 NF0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0591'6 MI SW FROM ORANGEVILLE.
 NF0591'5.95 MILES SOUTHWEST ALONG BLACK TOP COUNTY ROAD NO. 412 FROM
 NF0591'THE SCHOOL AT ORANGEVILLE, ABOUT 0.2 MILE NORTHEAST OF THE
 NF0591'JUNCTION OF A GRAVEL ROAD EAST, ABOUT 0.4 MILE SOUTHWEST OF THE
 NF0591'JUNCTION OF A BLACK TOP ROAD EAST, SET IN THE TOP OF THE
 NF0591'NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 4-FOOT CONCRETE
 NF0591'CULVERT OVER A SMALL STREAM, 13 FEET SOUTHEAST OF AND ABOUT
 NF0591'LEVEL WITH THE CENTER LINE OF THE ROAD.  MARK MAY BE REACHED
 NF0591'FROM DOSTER BY GOING ABOUT 2.4 MILES WEST AND NORTHWEST ALONG
 NF0591'A BLACK TOP ROAD FROM THE COUNTY LINE CROSSROADS, THENCE ABOUT
 NF0591'1.0 MILE NORTHEAST ALONG COUNTY ROAD 412 LEADING TO ORANGEVILLE.
 NF0591
 NF0591                          STATION RECOVERY (1989)
 NF0591
 NF0591'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0591'RECOVERED IN GOOD CONDITION.
 NF0591
 NF0591                          STATION RECOVERY (2005)
 NF0591
 NF0591'RECOVERY NOTE BY US POWER SQUADRON 2005 (HLH)
 NF0591'HEAD WALL GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0831 ***********************************************************************
 NF0831  DESIGNATION -  L 176
 NF0831  PID         -  NF0831
 NF0831  STATE/COUNTY-  MI/BARRY
 NF0831  USGS QUAD   -  ORANGEVILLE (1982)
 NF0831
 NF0831                         *CURRENT SURVEY CONTROL
 NF0831  ___________________________________________________________________
 NF0831* NAD 83(1986)-  42 32 59.     (N)    085 31 08.     (W)     SCALED    
 NF0831* NAVD 88     -       236.575  (meters)     776.16   (feet)  ADJUSTED  
 NF0831  ___________________________________________________________________
 NF0831  GEOID HEIGHT-         -33.40  (meters)                     GEOID03
 NF0831  DYNAMIC HT  -         236.504 (meters)     775.93  (feet)  COMP
 NF0831  MODELED GRAV-     980,317.3   (mgal)                       NAVD 88
 NF0831
 NF0831  VERT ORDER  -  SECOND    CLASS 0
 NF0831
 NF0831.The horizontal coordinates were scaled from a topographic map and have
 NF0831.an estimated accuracy of +/- 6 seconds.
 NF0831
 NF0831.The orthometric height was determined by differential leveling
 NF0831.and adjusted by the National Geodetic Survey in June 1991..
 NF0831
 NF0831.The geoid height was determined by GEOID03.
 NF0831
 NF0831.The dynamic height is computed by dividing the NAVD 88
 NF0831.geopotential number by the normal gravity value computed on the
 NF0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0831.degrees latitude (g = 980.6199 gals.).
 NF0831
 NF0831.The modeled gravity was interpolated from observed gravity values.
 NF0831
 NF0831;                    North         East    Units  Estimated Accuracy
 NF0831;SPC MI S     -   117,250.    3,905,370.      MT  (+/- 180 meters Scaled)
 NF0831
 NF0831                          SUPERSEDED SURVEY CONTROL
 NF0831
 NF0831  NGVD 29 (??/??/92)  236.701  (m)          776.58   (f) ADJ UNCH    2 0
 NF0831
 NF0831.Superseded values are not recommended for survey control.
 NF0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0831.See file dsdata.txt to determine how the superseded data were derived.
 NF0831
 NF0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN216118(NAD 83)
 NF0831_MARKER: DB = BENCH MARK DISK
 NF0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0831_STAMPING: L 176 1948
 NF0831_MARK LOGO: CGS   
 NF0831_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0831+STABILITY: SURFACE MOTION
 NF0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0831+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2004
 NF0831
 NF0831  HISTORY     - Date     Condition        Report By
 NF0831  HISTORY     - 1948     MONUMENTED       CGS
 NF0831  HISTORY     - 1987     GOOD             USPSQD
 NF0831  HISTORY     - 19940312 GOOD             LOCENG
 NF0831  HISTORY     - 19940312 GOOD             MI-015
 NF0831  HISTORY     - 19970308 GOOD             USPSQD
 NF0831  HISTORY     - 20041030 GOOD             USPSQD
 NF0831
 NF0831                          STATION DESCRIPTION
 NF0831
 NF0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0831'0.3 MI SW FROM ORANGEVILLE.
 NF0831'ABOUT 0.3 MILE SOUTHWEST ALONG COUNTY ROAD 412 FROM THE SCHOOL
 NF0831'AT ORANGEVILLE, ABOUT 0.15 MILE SOUTH OF THE MAIN CROSSROADS,
 NF0831'27 FEET WEST OF THE CENTER LINE OF THE ROAD, 123 FEET SOUTH OF
 NF0831'THE CENTER LINE OF A DRIVE TO A FARM, 19 FEET SOUTH OF THE
 NF0831'SOUTHEAST BARNYARD CORNER, 1 FOOT EAST OF THE FENCE LINE, 2
 NF0831'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NF0831'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0831'INCHES.
 NF0831
 NF0831                          STATION RECOVERY (1987)
 NF0831
 NF0831'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0831'RECOVERED IN GOOD CONDITION.
 NF0831
 NF0831                          STATION RECOVERY (1994)
 NF0831
 NF0831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0831'STATION WAS RECOVERED WITH THE FOLLOWING ADDITIONS.  IT IS 3.0 FT (0.9
 NF0831'M) SOUTHEAST FROM THE TOP CENTER OF A TELEPHONE RISER, 10.5 FT (3.2 M)
 NF0831'SOUTH-SOUTHEAST FROM A GAS VALVE, 24.0 FT (7.3 M) SOUTH FROM THE
 NF0831'MIDDLE OF A TWIN TRUNKED 18 INCH WALNUT TREE AND 27.5 FT (8.4 M) WEST
 NF0831'FROM THE CENTERLINE STRIPE OF ROAD.  THE WOOD WITNESS POST MENTION IN
 NF0831'THE OLD DESCRIPTION IS GONE.  THE STATION IS MARGINALLY SUITED FOR GPS
 NF0831'OBSERVATIONS.  A CARSONITE WITNESS POST WAS SET 1.0 FT (0.3 M) WEST OF
 NF0831'STATION.
 NF0831
 NF0831                          STATION RECOVERY (1994)
 NF0831
 NF0831'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0831'3 FEET SOUTHEAST OF TOP CENTER OF TELEPHONE RISER, 10.5 FEET SOUTH
 NF0831'SOUTHEAST OF GAS VALVE, 24.0 FEET SOUTH OF MIDDLE OF TWIN WALNUT 18
 NF0831'INCH, 27.5 FEET WEST OF CENTERLINE STRIPE.  WOOD WITNESS POST IS GONE.
 NF0831'MARGINALLY SUITED FOR GPS CARSONITE WITNESS POST INSTALLED 1 FOOT WEST
 NF0831'OF MARK LOCATED IN THE NORTHWEST 1/4 OF SECTION 20, ORANGEVILLE
 NF0831'TOWNSHIP.
 NF0831
 NF0831                          STATION RECOVERY (1997)
 NF0831
 NF0831'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0831'RECOVERED IN GOOD CONDITION.
 NF0831
 NF0831                          STATION RECOVERY (2004)
 NF0831
 NF0831'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0831'CARSONITE POST MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0873 ***********************************************************************
 NF0873  DESIGNATION -  L 177
 NF0873  PID         -  NF0873
 NF0873  STATE/COUNTY-  MI/BARRY
 NF0873  USGS QUAD   -  BOWENS MILL (1982)
 NF0873
 NF0873                         *CURRENT SURVEY CONTROL
 NF0873  ___________________________________________________________________
 NF0873* NAD 83(1986)-  42 42 39.     (N)    085 31 31.     (W)     SCALED    
 NF0873* NAVD 88     -       253.859  (meters)     832.87   (feet)  ADJUSTED  
 NF0873  ___________________________________________________________________
 NF0873  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0873  DYNAMIC HT  -         253.787 (meters)     832.63  (feet)  COMP
 NF0873  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 NF0873
 NF0873  VERT ORDER  -  SECOND    CLASS 0
 NF0873
 NF0873.The horizontal coordinates were scaled from a topographic map and have
 NF0873.an estimated accuracy of +/- 6 seconds.
 NF0873
 NF0873.The orthometric height was determined by differential leveling
 NF0873.and adjusted by the National Geodetic Survey in June 1991..
 NF0873
 NF0873.The geoid height was determined by GEOID03.
 NF0873
 NF0873.The dynamic height is computed by dividing the NAVD 88
 NF0873.geopotential number by the normal gravity value computed on the
 NF0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0873.degrees latitude (g = 980.6199 gals.).
 NF0873
 NF0873.The modeled gravity was interpolated from observed gravity values.
 NF0873
 NF0873;                    North         East    Units  Estimated Accuracy
 NF0873;SPC MI S     -   135,150.    3,905,100.      MT  (+/- 180 meters Scaled)
 NF0873
 NF0873                          SUPERSEDED SURVEY CONTROL
 NF0873
 NF0873  NGVD 29 (??/??/92)  253.987  (m)          833.29   (f) ADJ UNCH    2 0
 NF0873
 NF0873.Superseded values are not recommended for survey control.
 NF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0873.See file dsdata.txt to determine how the superseded data were derived.
 NF0873
 NF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN207297(NAD 83)
 NF0873_MARKER: DB = BENCH MARK DISK
 NF0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0873_STAMPING: L 177 1948
 NF0873_MARK LOGO: CGS   
 NF0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0873+STABILITY: SURFACE MOTION
 NF0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0873+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF0873
 NF0873  HISTORY     - Date     Condition        Report By
 NF0873  HISTORY     - 1948     MONUMENTED       CGS
 NF0873  HISTORY     - 1990     GOOD             USPSQD
 NF0873  HISTORY     - 19940920 POOR             MI-015
 NF0873  HISTORY     - 19970311 GOOD             USPSQD
 NF0873  HISTORY     - 20040417 GOOD             USPSQD
 NF0873
 NF0873                          STATION DESCRIPTION
 NF0873
 NF0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0873'2.8 MI W FROM MIDDLEVILLE.
 NF0873'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 37 FROM THE W.K.
 NF0873'KELLOGG SCHOOL AT MIDDLEVILLE, THENCE ABOUT 1.0 MILE WEST ALONG
 NF0873'COUNTY ROAD 442, AT THE EAST END OF A 5-FOOT CUT, 97 FEET
 NF0873'NORTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVE WAY TO HOUSE
 NF0873'NO. 12007 ON SOUTH SIDE OF ROAD, 39 FEET NORTH OF THE CENTER
 NF0873'LINE OF THE ROAD, 82 FEET EAST OF A FENCE CORNER, 15 FEET
 NF0873'EAST-NORTHEAST OF A 20-INCH ELM TREE, 1 1/2 FEET WEST OF A WHITE
 NF0873'WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP
 NF0873'OF A CONCRETE POST PROJECTING 2 INCHES.
 NF0873
 NF0873                          STATION RECOVERY (1990)
 NF0873
 NF0873'RECOVERY NOTE BY US POWER SQUADRON 1990 (JK)
 NF0873'RECOVERED IN GOOD CONDITION.
 NF0873
 NF0873                          STATION RECOVERY (1994)
 NF0873
 NF0873'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0873'36 FEET NORTH OF THE CENTERLINE OF GREEN LAKE ROAD, 3 FEET WEST OF
 NF0873'WEST EDGE OF GRAVEL DRIVEWAY LEADING TO HOUSE NUMBER 11998, 25 FEET
 NF0873'SOUTHWEST OF A LARGE TRIPPLE OAK, 2.5 FEET EAST OF A WOODEN WITNESS
 NF0873'POST, IN THE SOUTHWEST 1/4 OF SECTION 20, THORNAPPLE TOWNSHIP 2.5 FEET
 NF0873'OF THE EAST EDGE OF THE CONCRETE HAS BEEN EXPOSED DUE TO EXCAVATION.
 NF0873
 NF0873                          STATION RECOVERY (1997)
 NF0873
 NF0873'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0873'RECOVERED IN GOOD CONDITION.
 NF0873
 NF0873                          STATION RECOVERY (2004)
 NF0873
 NF0873'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0278 ***********************************************************************
 MC0278  DESIGNATION -  L 178
 MC0278  PID         -  MC0278
 MC0278  STATE/COUNTY-  MI/MONROE
 MC0278  USGS QUAD   -  ERIE (1979)
 MC0278
 MC0278                         *CURRENT SURVEY CONTROL
 MC0278  ___________________________________________________________________
 MC0278* NAD 83(1986)-  41 45 27.     (N)    083 29 55.     (W)     SCALED    
 MC0278* NAVD 88     -       177.440  (meters)     582.15   (feet)  ADJUSTED  
 MC0278  ___________________________________________________________________
 MC0278  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0278  DYNAMIC HT  -         177.373 (meters)     581.93  (feet)  COMP
 MC0278  MODELED GRAV-     980,240.3   (mgal)                       NAVD 88
 MC0278
 MC0278  VERT ORDER  -  FIRST     CLASS I
 MC0278
 MC0278.The horizontal coordinates were scaled from a topographic map and have
 MC0278.an estimated accuracy of +/- 6 seconds.
 MC0278
 MC0278.The orthometric height was determined by differential leveling
 MC0278.and adjusted by the National Geodetic Survey in June 1991..
 MC0278
 MC0278.The geoid height was determined by GEOID03.
 MC0278
 MC0278.The dynamic height is computed by dividing the NAVD 88
 MC0278.geopotential number by the normal gravity value computed on the
 MC0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0278.degrees latitude (g = 980.6199 gals.).
 MC0278
 MC0278.The modeled gravity was interpolated from observed gravity values.
 MC0278
 MC0278;                    North         East    Units  Estimated Accuracy
 MC0278;SPC MI S     -    28,980.    4,072,200.      MT  (+/- 180 meters Scaled)
 MC0278
 MC0278                          SUPERSEDED SURVEY CONTROL
 MC0278
 MC0278  NGVD 29 (??/??/92)  177.617  (m)          582.73   (f) ADJ UNCH    1 1
 MC0278
 MC0278.Superseded values are not recommended for survey control.
 MC0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0278.See file dsdata.txt to determine how the superseded data were derived.
 MC0278
 MC0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG922258(NAD 83)
 MC0278_MARKER: DB = BENCH MARK DISK
 MC0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0278_STAMPING: L 178 1954
 MC0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0278+STABILITY: SURFACE MOTION
 MC0278
 MC0278  HISTORY     - Date     Condition        Report By
 MC0278  HISTORY     - 1954     MONUMENTED       CGS
 MC0278  HISTORY     - 1968     GOOD             NGS
 MC0278  HISTORY     - 1973     GOOD             NGS
 MC0278
 MC0278                          STATION DESCRIPTION
 MC0278
 MC0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0278'12.1 MI SW FROM MONROE.
 MC0278'ABOUT 12.1 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0278'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.35 MILE
 MC0278'SOUTHWEST OF MILEPOST D 47, 81 FEET NORTHEAST OF THE CENTER OF
 MC0278'THE CROSSING OF BENORE ROAD AND THE SOUTHBOUND TRACK, 48 FEET
 MC0278'NORTH OF THE CENTER LINE OF THE ROAD, 40.9 FEET NORTHWEST OF THE
 MC0278'NORTHWEST RAIL OF THE NORTHBOUND TRACK, 27.3 FEET SOUTHEAST OF
 MC0278'THE SOUTHEAST RAIL OF THE SOUTHBOUND TRACK, 4 FEET NORTH OF A
 MC0278'UTILITY POLE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 3 FEET
 MC0278'BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE
 MC0278'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0278'SEC 29, T 8 S, R 8 E.
 MC0278
 MC0278                          STATION RECOVERY (1973)
 MC0278
 MC0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0343 ***********************************************************************
 MC0343  DESIGNATION -  L 179
 MC0343  PID         -  MC0343
 MC0343  STATE/COUNTY-  MI/MONROE
 MC0343  USGS QUAD   -  STONY POINT (1978)
 MC0343
 MC0343                         *CURRENT SURVEY CONTROL
 MC0343  ___________________________________________________________________
 MC0343* NAD 83(1986)-  41 55 42.     (N)    083 21 05.     (W)     SCALED    
 MC0343* NAVD 88     -       180.871  (meters)     593.41   (feet)  ADJUSTED  
 MC0343  ___________________________________________________________________
 MC0343  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0343  DYNAMIC HT  -         180.807 (meters)     593.20  (feet)  COMP
 MC0343  MODELED GRAV-     980,261.8   (mgal)                       NAVD 88
 MC0343
 MC0343  VERT ORDER  -  FIRST     CLASS I
 MC0343
 MC0343.The horizontal coordinates were scaled from a topographic map and have
 MC0343.an estimated accuracy of +/- 6 seconds.
 MC0343
 MC0343.The orthometric height was determined by differential leveling
 MC0343.and adjusted by the National Geodetic Survey in June 1991..
 MC0343.WARNING-Repeat measurements at this control monument indicate possible
 MC0343.vertical movement.
 MC0343
 MC0343.The geoid height was determined by GEOID03.
 MC0343
 MC0343.The dynamic height is computed by dividing the NAVD 88
 MC0343.geopotential number by the normal gravity value computed on the
 MC0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0343.degrees latitude (g = 980.6199 gals.).
 MC0343
 MC0343.The modeled gravity was interpolated from observed gravity values.
 MC0343
 MC0343;                    North         East    Units  Estimated Accuracy
 MC0343;SPC MI S     -    48,090.    4,084,210.      MT  (+/- 180 meters Scaled)
 MC0343
 MC0343                          SUPERSEDED SURVEY CONTROL
 MC0343
 MC0343  NGVD 29 (??/??/92)  181.041  (m)          593.97   (f) ADJ UNCH    1 1
 MC0343
 MC0343.Superseded values are not recommended for survey control.
 MC0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0343.See file dsdata.txt to determine how the superseded data were derived.
 MC0343
 MC0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG050444(NAD 83)
 MC0343_MARKER: DB = BENCH MARK DISK
 MC0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0343_STAMPING: L 179 1954
 MC0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0343+STABILITY: SURFACE MOTION
 MC0343
 MC0343  HISTORY     - Date     Condition        Report By
 MC0343  HISTORY     - 1954     MONUMENTED       CGS
 MC0343  HISTORY     - 1968     GOOD             NGS
 MC0343  HISTORY     - 1969     GOOD             USLS
 MC0343  HISTORY     - 1980     GOOD             NGS
 MC0343  HISTORY     - 1983     GOOD             LOCSUR
 MC0343  HISTORY     - 1985     GOOD             USPSQD
 MC0343  HISTORY     - 1987     POOR             USPSQD
 MC0343
 MC0343                          STATION DESCRIPTION
 MC0343
 MC0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0343'1.9 MI NE FROM MONROE.
 MC0343'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0343'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE
 MC0343'1.0 MILE NORTHEAST ALONG STATE HIGHWAY 50, ABOUT 0.45 MILE EAST
 MC0343'OF THE EAST END OF THE OVERPASS OVER INTERSTATE HIGHWAY 75,
 MC0343'32 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET EAST
 MC0343'OF TELEPHONE CABLE POLE NO. 2076, 1.4 FEET WEST OF A METAL
 MC0343'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF
 MC0343'A CONCRETE POST PROJECTING 8 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0343'NOTE-- THE MARK HAS BEEN HIT AND IS LEANING TO THE WEST A FEW
 MC0343'DEGREES.  ALSO THERE IS PART OF THE TOP OF THE POST WHICH HAS
 MC0343'BEEN KNOCKED OFF.  POST IS SOLID IN GROUND.
 MC0343
 MC0343                          STATION RECOVERY (1969)
 MC0343
 MC0343'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0343'A BENCHMARK ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, IS IN
 MC0343'MONROE COUNTY, MICHIGAN, ABOUT 2.3 MILES NORTHEAST OF MONROE,
 MC0343'MICHIGAN, AT NAVARRE AIRPORT, 0.15 MILE EAST OF AIRPORT OFFICE AND
 MC0343'HANGAR, AT SOUTH END OF THE NORTH-SOUTH RUNWAY, ABOUT 40 FEET EAST OF
 MC0343'CENTERLINE OF NORTH-SOUTH RUNWAY, 33 FEET NORTH OF CENTERLINE OF
 MC0343'HIGHWAY, ACROSS HIGHWAY FROM A CONCRETE BLOCK BUILDING AND 12 FEET
 MC0343'EAST OF THE EXTENDED WEST FACE OF THE BUILDING, 2 FEET NORTH OF
 MC0343'UTILITY POLE NO. 2076, 1/4-FOOT ABOVE THE GROUND, BEING HIGHEST POINT
 MC0343'OVER CROSS AT CENTER OF BRONZE DISC SET INTO A CONCRETE POST.
 MC0343
 MC0343                          STATION RECOVERY (1980)
 MC0343
 MC0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0343'RECOVERED IN GOOD CONDITION.
 MC0343
 MC0343                          STATION RECOVERY (1983)
 MC0343
 MC0343'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0343'RECOVERED IN GOOD CONDITION.
 MC0343
 MC0343                          STATION RECOVERY (1985)
 MC0343
 MC0343'RECOVERY NOTE BY US POWER SQUADRON 1985
 MC0343'RECOVERED IN GOOD CONDITION.
 MC0343
 MC0343                          STATION RECOVERY (1987)
 MC0343
 MC0343'RECOVERY NOTE BY US POWER SQUADRON 1987 (MS)
 MC0343'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0518 ***********************************************************************
 NE0518  DESIGNATION -  L 180
 NE0518  PID         -  NE0518
 NE0518  STATE/COUNTY-  MI/WAYNE
 NE0518  USGS QUAD   -  ROCKWOOD (1981)
 NE0518
 NE0518                         *CURRENT SURVEY CONTROL
 NE0518  ___________________________________________________________________
 NE0518* NAD 83(1986)-  42 05 41.     (N)    083 12 10.     (W)     SCALED    
 NE0518* NAVD 88     -       176.398  (meters)     578.73   (feet)  ADJUSTED  
 NE0518  ___________________________________________________________________
 NE0518  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0518  DYNAMIC HT  -         176.339 (meters)     578.54  (feet)  COMP
 NE0518  MODELED GRAV-     980,285.8   (mgal)                       NAVD 88
 NE0518
 NE0518  VERT ORDER  -  FIRST     CLASS I
 NE0518
 NE0518.The horizontal coordinates were scaled from a topographic map and have
 NE0518.an estimated accuracy of +/- 6 seconds.
 NE0518
 NE0518.The orthometric height was determined by differential leveling
 NE0518.and adjusted by the National Geodetic Survey in June 1991..
 NE0518
 NE0518.The geoid height was determined by GEOID03.
 NE0518
 NE0518.The dynamic height is computed by dividing the NAVD 88
 NE0518.geopotential number by the normal gravity value computed on the
 NE0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0518.degrees latitude (g = 980.6199 gals.).
 NE0518
 NE0518.The modeled gravity was interpolated from observed gravity values.
 NE0518
 NE0518;                    North         East    Units  Estimated Accuracy
 NE0518;SPC MI S     -    66,730.    4,096,280.      MT  (+/- 180 meters Scaled)
 NE0518
 NE0518                          SUPERSEDED SURVEY CONTROL
 NE0518
 NE0518  NGVD 29 (??/??/??)  176.567  (m)          579.29   (f) ADJUSTED    1 1
 NE0518
 NE0518.Superseded values are not recommended for survey control.
 NE0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0518.See file dsdata.txt to determine how the superseded data were derived.
 NE0518
 NE0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG178626(NAD 83)
 NE0518_MARKER: DB = BENCH MARK DISK
 NE0518_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0518_SP_SET: BRIDGE
 NE0518_STAMPING: L 180 1954
 NE0518_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0518
 NE0518  HISTORY     - Date     Condition        Report By
 NE0518  HISTORY     - 1954     MONUMENTED       CGS
 NE0518  HISTORY     - 1968     GOOD             NGS
 NE0518  HISTORY     - 1980     GOOD             NGS
 NE0518  HISTORY     - 1983     GOOD             USPSQD
 NE0518  HISTORY     - 1987     GOOD             USPSQD
 NE0518  HISTORY     - 1987     GOOD             USPSQD
 NE0518  HISTORY     - 1988     GOOD             USPSQD
 NE0518  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0518
 NE0518                          STATION DESCRIPTION
 NE0518
 NE0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0518'0.6 MI W FROM GIBRALTAR.
 NE0518'ABOUT 0.6 MILE WEST ALONG MIDDLE GIBRALTAR ROAD FROM THE BRIDGE
 NE0518'OVER GIBRALTAR WATERWAY, ABOUT 62 YARDS WEST OF THE CENTER OF
 NE0518'THE INTERSECTION OF RIVER ROAD, SET ON THE TOP OF THE WEST END
 NE0518'OF THE PEDESTRIAN WALKWAY ALONG THE NORTH SIDE OF A 35-FOOT
 NE0518'CONCRETE BRIDGE OVER FRANK AND POET NO. 1 DRAIN, 26 FEET NORTH
 NE0518'OF THE CENTER LINE OF THE ROAD, 14.8 FEET EAST OF THE WEST END
 NE0518'OF THE NORTH CONCRETE GUARD RAIL, 2.8 FEET NORTHEAST OF THE
 NE0518'CENTER OF A ROUND METAL MANHOLE COVER AND 1/2 FOOT ABOVE THE
 NE0518'LEVEL OF THE ROAD.
 NE0518
 NE0518                          STATION RECOVERY (1980)
 NE0518
 NE0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0518'NOTE, CONCRETE AROUND MARK IS CHIPPING AWAY, MARK STILL SOLID.
 NE0518
 NE0518                          STATION RECOVERY (1983)
 NE0518
 NE0518'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0518'RECOVERED IN GOOD CONDITION.
 NE0518
 NE0518                          STATION RECOVERY (1987)
 NE0518
 NE0518'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0518'RECOVERED IN GOOD CONDITION.
 NE0518
 NE0518                          STATION RECOVERY (1987)
 NE0518
 NE0518'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEH)
 NE0518'RECOVERED IN GOOD CONDITION.
 NE0518
 NE0518                          STATION RECOVERY (1988)
 NE0518
 NE0518'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0518'RECOVERED IN GOOD CONDITION.
 NE0518
 NE0518                          STATION RECOVERY (1989)
 NE0518
 NE0518'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0122 ***********************************************************************
 NF0122  DESIGNATION -  L 19
 NF0122  PID         -  NF0122
 NF0122  STATE/COUNTY-  MI/JACKSON
 NF0122  USGS QUAD   -  JACKSON NORTH (1976)
 NF0122
 NF0122                         *CURRENT SURVEY CONTROL
 NF0122  ___________________________________________________________________
 NF0122* NAD 83(1986)-  42 20 57.     (N)    084 26 52.     (W)     SCALED    
 NF0122* NAVD 88     -       292.115  (meters)     958.38   (feet)  ADJUSTED  
 NF0122  ___________________________________________________________________
 NF0122  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NF0122  DYNAMIC HT  -         292.015 (meters)     958.05  (feet)  COMP
 NF0122  MODELED GRAV-     980,271.0   (mgal)                       NAVD 88
 NF0122
 NF0122  VERT ORDER  -  FIRST     CLASS II
 NF0122
 NF0122.The horizontal coordinates were scaled from a topographic map and have
 NF0122.an estimated accuracy of +/- 6 seconds.
 NF0122
 NF0122.The orthometric height was determined by differential leveling
 NF0122.and adjusted by the National Geodetic Survey in June 1991..
 NF0122
 NF0122.The geoid height was determined by GEOID03.
 NF0122
 NF0122.The dynamic height is computed by dividing the NAVD 88
 NF0122.geopotential number by the normal gravity value computed on the
 NF0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0122.degrees latitude (g = 980.6199 gals.).
 NF0122
 NF0122.The modeled gravity was interpolated from observed gravity values.
 NF0122
 NF0122;                    North         East    Units  Estimated Accuracy
 NF0122;SPC MI S     -    94,330.    3,993,320.      MT  (+/- 180 meters Scaled)
 NF0122
 NF0122                          SUPERSEDED SURVEY CONTROL
 NF0122
 NF0122  NGVD 29 (??/??/92)  292.236  (m)          958.78   (f) ADJ UNCH    1 2
 NF0122
 NF0122.Superseded values are not recommended for survey control.
 NF0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0122.See file dsdata.txt to determine how the superseded data were derived.
 NF0122
 NF0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM102917(NAD 83)
 NF0122_MARKER: DB = BENCH MARK DISK
 NF0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0122_STAMPING: ELEV 958.778 FT L 19 1916
 NF0122_PROJECTION: FLUSH
 NF0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0122+STABILITY: SURFACE MOTION
 NF0122
 NF0122  HISTORY     - Date     Condition        Report By
 NF0122  HISTORY     - 1916     MONUMENTED       CGS
 NF0122  HISTORY     - 1934     GOOD             NGS
 NF0122  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0122
 NF0122                          STATION DESCRIPTION
 NF0122
 NF0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0122'2.5 MI S FROM RIVES JUNCTION.
 NF0122'2.5 MILES SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0122'STATION AT RIVES JUNCTION, JACKSON COUNTY, AT A ROAD CROSSING,
 NF0122'27 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 27.5 FEET WEST
 NF0122'OF THE WEST RAIL.  A STANDARD DISK, STAMPED ELEV. 958.778 FT.
 NF0122'L 19 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 NF0122'INCHES ABOVE GROUND.
 NF0122
 NF0122                          STATION RECOVERY (1992)
 NF0122
 NF0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0122'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0011 ***********************************************************************
 QM0011  DESIGNATION -  L 190
 QM0011  PID         -  QM0011
 QM0011  STATE/COUNTY-  MI/DICKINSON
 QM0011  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0011
 QM0011                         *CURRENT SURVEY CONTROL
 QM0011  ___________________________________________________________________
 QM0011* NAD 83(1986)-  45 48 40.     (N)    088 04 00.     (W)     SCALED    
 QM0011* NAVD 88     -       345.222  (meters)    1132.62   (feet)  ADJUSTED  
 QM0011  ___________________________________________________________________
 QM0011  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 QM0011  DYNAMIC HT  -         345.216 (meters)    1132.60  (feet)  COMP
 QM0011  MODELED GRAV-     980,589.2   (mgal)                       NAVD 88
 QM0011
 QM0011  VERT ORDER  -  SECOND    CLASS 0
 QM0011
 QM0011.The horizontal coordinates were scaled from a topographic map and have
 QM0011.an estimated accuracy of +/- 6 seconds.
 QM0011
 QM0011.The orthometric height was determined by differential leveling
 QM0011.and adjusted by the National Geodetic Survey in June 1991..
 QM0011
 QM0011.The geoid height was determined by GEOID03.
 QM0011
 QM0011.The dynamic height is computed by dividing the NAVD 88
 QM0011.geopotential number by the normal gravity value computed on the
 QM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0011.degrees latitude (g = 980.6199 gals.).
 QM0011
 QM0011.The modeled gravity was interpolated from observed gravity values.
 QM0011
 QM0011;                    North         East    Units  Estimated Accuracy
 QM0011;SPC MI N     -   114,790.    7,917,100.      MT  (+/- 180 meters Scaled)
 QM0011
 QM0011                          SUPERSEDED SURVEY CONTROL
 QM0011
 QM0011  NGVD 29 (??/??/92)  345.237  (m)         1132.67   (f) ADJ UNCH    2 0
 QM0011
 QM0011.Superseded values are not recommended for survey control.
 QM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0011.See file dsdata.txt to determine how the superseded data were derived.
 QM0011
 QM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR171736(NAD 83)
 QM0011_MARKER: DB = BENCH MARK DISK
 QM0011_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 QM0011_SP_SET: RETAINING WALL
 QM0011_STAMPING: L 190 1966
 QM0011_MARK LOGO: CGS   
 QM0011_MAGNETIC: N = NO MAGNETIC MATERIAL
 QM0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QM0011+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1992
 QM0011
 QM0011  HISTORY     - Date     Condition        Report By
 QM0011  HISTORY     - 1966     MONUMENTED       CGS
 QM0011  HISTORY     - 19900410 GOOD             MIDT
 QM0011  HISTORY     - 19900410 GOOD             MIDT
 QM0011  HISTORY     - 19920313 GOOD             MIDT
 QM0011  HISTORY     - 20010331 GOOD             NGS
 QM0011  HISTORY     - 20011008 GOOD             USPSQD
 QM0011  HISTORY     - 20031022 GOOD             USPSQD
 QM0011  HISTORY     - 20050606 GOOD             USPSQD
 QM0011  HISTORY     - 20060830 GOOD             USPSQD
 QM0011
 QM0011                          STATION DESCRIPTION
 QM0011
 QM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QM0011'IN IRON MOUNTAIN.
 QM0011'TO REACH FROM THE DICKINSON COUNTY COURT HOUSE IN IRON MOUNTAIN,
 QM0011'MICH. GO SOUTH ON U.S. HIGHWAY NO 2 FOR 0.4 MILE, TURN WEST
 QM0011'ON MILWAUKEE STREET FOR 0.3 MILE TO RAILROAD CROSSING.  BENCH
 QM0011'IS 71 FEET WEST OF THE CENTER OF MAIN TRACK OF MILWAUKEE
 QM0011'RAILROAD, 29 FEET SOUTH OF THE CENTERLINE OF MILWAUKEE STREET,
 QM0011'AND 1 FOOT SOUTH OF THE NORTH END OF A CONCRETE RETAINING WALL.
 QM0011'THE DISK IS CEMENTED IN A DRILLED HOLE IN THE TOP OF THE
 QM0011'CONCRETE RETAINING WALL.  THE DISK IS CEMENTED IN A DRILLED
 QM0011'HOLE IN THE TOP OF THE CONCRETE RETAINING WALL AND STAMPED-- L
 QM0011'190 1966.  THE BENCH IS ABOUT 2 FEET ABOVE THE STREET AND
 QM0011'RAILROAD.
 QM0011
 QM0011                          STATION RECOVERY (1990)
 QM0011
 QM0011'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 QM0011'RECOVERED AS DESCRIBED.
 QM0011
 QM0011                          STATION RECOVERY (1990)
 QM0011
 QM0011'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 QM0011'RECOVERED AS DESCRIBED.
 QM0011
 QM0011                          STATION RECOVERY (1992)
 QM0011
 QM0011'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QM0011'STATION IN IRON MOUNTAIN, NEAR THE SECTION LINE BETWEEN SECTION 31,
 QM0011'T-40-N, R-30-W, AND SECTION 36, T-40-N, R-31-W.  ABOUT 1/4 MILES WEST
 QM0011'OF VETERANS ADMINISTRATION HOSPITAL AND ACROSS EAST H STREET FROM THE
 QM0011'DICKSINSON COUNTY ROAD COMMISSION OFFICES AND ON THE IRON MOUNTAIN
 QM0011'QUADRANGLE MAP. TO REACH THE STATION FROM THE POST OFFICE IN IRON
 QM0011'MOUNTAIN GO EAST ON STATE HIGHW M-95 (LUDINGTON ST) ONE BLOCK TO US
 QM0011'HIGHWAY 2.  TURN RIGHT (SOUTH) ON US HIGHWAY 2 FOR 0.70 MILES (1.13
 QM0011'KM) TO TRAFFIC LIGHT.  TURN RIGHT (WEST) ON EAST H STREET FOR 0.3
 QM0011'MILES (0.5 KM) TO RAILROAD CROSSING AND THE STATION, WEST OF THE
 QM0011'TRACKS AND SOUTH OF STREET, IN TOP OF CONCRETE RETAINING WALL,  71
 QM0011'FEET (21.6 M) WEST OF THE CENTERLINE OF MAIN TRACKS, 29 FEET (8.8 M)
 QM0011'SOUTH OF THE CENTERLINE OF EAST H STREET, 2.5 FEET (0.8 M) SOUTH OF A
 QM0011'POWER POLE, AND 1 FOOT (0.3 M) SOUTH OF THE NORTH END OF THE RETAINING
 QM0011'WALL.
 QM0011
 QM0011                          STATION RECOVERY (2001)
 QM0011
 QM0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QM0011'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QM0011
 QM0011                          STATION RECOVERY (2001)
 QM0011
 QM0011'RECOVERY NOTE BY US POWER SQUADRON 2001 (RJR)
 QM0011'AREA AROUND RETAINING WALL HAS BEEN FILLED IN. DISK LIES AT GROUND
 QM0011'LEVEL NOW.
 QM0011
 QM0011                          STATION RECOVERY (2003)
 QM0011
 QM0011'RECOVERY NOTE BY US POWER SQUADRON 2003 (RJR)
 QM0011'RECOVERED IN GOOD CONDITION.
 QM0011
 QM0011                          STATION RECOVERY (2005)
 QM0011
 QM0011'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QM0011'RECOVERED IN GOOD CONDITION.
 QM0011
 QM0011                          STATION RECOVERY (2006)
 QM0011
 QM0011'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QM0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0086 ***********************************************************************
 RK0086  DESIGNATION -  L 193
 RK0086  PID         -  RK0086
 RK0086  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0086  USGS QUAD   -  
 RK0086
 RK0086                         *CURRENT SURVEY CONTROL
 RK0086  ___________________________________________________________________
 RK0086* NAD 83(1986)-  46 26 29.     (N)    086 21 42.     (W)     SCALED    
 RK0086* NAVD 88     -       268.869  (meters)     882.11   (feet)  ADJUSTED  
 RK0086  ___________________________________________________________________
 RK0086  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 RK0086  DYNAMIC HT  -         268.885 (meters)     882.17  (feet)  COMP
 RK0086  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RK0086
 RK0086  VERT ORDER  -  SECOND    CLASS 0
 RK0086
 RK0086.The horizontal coordinates were scaled from a topographic map and have
 RK0086.an estimated accuracy of +/- 6 seconds.
 RK0086
 RK0086.The orthometric height was determined by differential leveling
 RK0086.and adjusted by the National Geodetic Survey in June 1991..
 RK0086
 RK0086.The geoid height was determined by GEOID03.
 RK0086
 RK0086.The dynamic height is computed by dividing the NAVD 88
 RK0086.geopotential number by the normal gravity value computed on the
 RK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0086.degrees latitude (g = 980.6199 gals.).
 RK0086
 RK0086.The modeled gravity was interpolated from observed gravity values.
 RK0086
 RK0086;                    North         East    Units  Estimated Accuracy
 RK0086;SPC MI N     -   184,480.    8,049,050.      MT  (+/- 180 meters Scaled)
 RK0086
 RK0086                          SUPERSEDED SURVEY CONTROL
 RK0086
 RK0086  NGVD 29 (??/??/92)  268.827  (m)          881.98   (f) ADJ UNCH    2 0
 RK0086
 RK0086.Superseded values are not recommended for survey control.
 RK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0086.See file dsdata.txt to determine how the superseded data were derived.
 RK0086
 RK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES490432(NAD 83)
 RK0086_MARKER: DB = BENCH MARK DISK
 RK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0086_STAMPING: L 193 1964
 RK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0086+STABILITY: SURFACE MOTION
 RK0086
 RK0086  HISTORY     - Date     Condition        Report By
 RK0086  HISTORY     - 1964     MONUMENTED       CGS
 RK0086
 RK0086                          STATION DESCRIPTION
 RK0086
 RK0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0086'9 MI N FROM CREIGHTON.
 RK0086'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0086'BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 8.9 MILES NORTH
 RK0086'ALONG A SAND ROAD, IN S 30, T 47 N, R 16 W, ABOUT 0.1 MILE NORTH
 RK0086'OF THE CROSSING OF THE SUPERIOR AND ISHPEMING RAILROAD, AT THE
 RK0086'JUNCTION OF A DRIVE LEADING EAST TO THE SOUTH END OF AN ABANDONED
 RK0086'SAWMILL SITE AT CUSINO, 26 FEET EAST OF THE CENTER LINE OF THE
 RK0086'ROAD, 15 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 4 1/2 FEET
 RK0086'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RK0086'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0442 ***********************************************************************
 RJ0442  DESIGNATION -  L 194
 RJ0442  PID         -  RJ0442
 RJ0442  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0442  USGS QUAD   -  SENEY (1972)
 RJ0442
 RJ0442                         *CURRENT SURVEY CONTROL
 RJ0442  ___________________________________________________________________
 RJ0442* NAD 83(1986)-  46 20 40.     (N)    085 54 43.     (W)     SCALED    
 RJ0442* NAVD 88     -       223.487  (meters)     733.22   (feet)  ADJUSTED  
 RJ0442  ___________________________________________________________________
 RJ0442  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 RJ0442  DYNAMIC HT  -         223.503 (meters)     733.28  (feet)  COMP
 RJ0442  MODELED GRAV-     980,678.2   (mgal)                       NAVD 88
 RJ0442
 RJ0442  VERT ORDER  -  SECOND    CLASS 0
 RJ0442
 RJ0442.The horizontal coordinates were scaled from a topographic map and have
 RJ0442.an estimated accuracy of +/- 6 seconds.
 RJ0442
 RJ0442.The orthometric height was determined by differential leveling
 RJ0442.and adjusted by the National Geodetic Survey in June 1991..
 RJ0442
 RJ0442.The geoid height was determined by GEOID03.
 RJ0442
 RJ0442.The dynamic height is computed by dividing the NAVD 88
 RJ0442.geopotential number by the normal gravity value computed on the
 RJ0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0442.degrees latitude (g = 980.6199 gals.).
 RJ0442
 RJ0442.The modeled gravity was interpolated from observed gravity values.
 RJ0442
 RJ0442;                    North         East    Units  Estimated Accuracy
 RJ0442;SPC MI N     -   174,080.    8,083,750.      MT  (+/- 180 meters Scaled)
 RJ0442
 RJ0442                          SUPERSEDED SURVEY CONTROL
 RJ0442
 RJ0442  NGVD 29 (??/??/92)  223.455  (m)          733.12   (f) ADJ UNCH    2 0
 RJ0442
 RJ0442.Superseded values are not recommended for survey control.
 RJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0442.See file dsdata.txt to determine how the superseded data were derived.
 RJ0442
 RJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES837328(NAD 83)
 RJ0442_MARKER: DB = BENCH MARK DISK
 RJ0442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0442_SP_SET: 32 FEET
 RJ0442_STAMPING: L 194 1964
 RJ0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0442
 RJ0442  HISTORY     - Date     Condition        Report By
 RJ0442  HISTORY     - 1964     MONUMENTED       CGS
 RJ0442
 RJ0442                          STATION DESCRIPTION
 RJ0442
 RJ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0442'1.6 MI E FROM SENEY.
 RJ0442'ABOUT 1.6 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0442'STATION AT SENEY, IN S 34, T 46 N, R 13 W, ABOUT 1.0 MILE EAST
 RJ0442'OF THE CROSSING OF STATE HIGHWAY M 28, 100 FEET NORTHWEST AND
 RJ0442'ACROSS THE TRACK FROM MILEPOST 78, 49 FEET NORTH OF THE NORTH
 RJ0442'RAIL, 2 1/2 FEET NORTH OF AN OLD FENCE LINE, 2 FEET EAST OF
 RJ0442'TELEPHONE POLE NUMBER 2888 AND IN LINE WITH A ROW OF POLES, 1.5
 RJ0442'FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK,
 RJ0442'A DISK ON THE TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN
 RJ0442'TO A DEPTH OF 32 FEET AND IS ENCASED IN A 4-INCH METAL PIPE
 RJ0442'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0026 ***********************************************************************
 RK0026  DESIGNATION -  L 195
 RK0026  PID         -  RK0026
 RK0026  STATE/COUNTY-  MI/ALGER
 RK0026  USGS QUAD   -  GRAND SABLE LAKE (1966)
 RK0026
 RK0026                         *CURRENT SURVEY CONTROL
 RK0026  ___________________________________________________________________
 RK0026* NAD 83(1986)-  46 38 47.     (N)    086 02 46.     (W)     SCALED    
 RK0026* NAVD 88     -       252.691  (meters)     829.04   (feet)  ADJUSTED  
 RK0026  ___________________________________________________________________
 RK0026  GEOID HEIGHT-         -35.87  (meters)                     GEOID03
 RK0026  DYNAMIC HT  -         252.711 (meters)     829.10  (feet)  COMP
 RK0026  MODELED GRAV-     980,687.5   (mgal)                       NAVD 88
 RK0026
 RK0026  VERT ORDER  -  SECOND    CLASS 0
 RK0026
 RK0026.The horizontal coordinates were scaled from a topographic map and have
 RK0026.an estimated accuracy of +/- 6 seconds.
 RK0026
 RK0026.The orthometric height was determined by differential leveling
 RK0026.and adjusted by the National Geodetic Survey in June 1991..
 RK0026
 RK0026.The geoid height was determined by GEOID03.
 RK0026
 RK0026.The dynamic height is computed by dividing the NAVD 88
 RK0026.geopotential number by the normal gravity value computed on the
 RK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0026.degrees latitude (g = 980.6199 gals.).
 RK0026
 RK0026.The modeled gravity was interpolated from observed gravity values.
 RK0026
 RK0026;                    North         East    Units  Estimated Accuracy
 RK0026;SPC MI N     -   207,510.    8,073,020.      MT  (+/- 180 meters Scaled)
 RK0026
 RK0026                          SUPERSEDED SURVEY CONTROL
 RK0026
 RK0026  NGVD 29 (??/??/92)  252.652  (m)          828.91   (f) ADJ UNCH    2 0
 RK0026
 RK0026.Superseded values are not recommended for survey control.
 RK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0026.See file dsdata.txt to determine how the superseded data were derived.
 RK0026
 RK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES729663(NAD 83)
 RK0026_MARKER: DB = BENCH MARK DISK
 RK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0026_STAMPING: L 195 1964
 RK0026_MARK LOGO: CGS   
 RK0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0026+STABILITY: SURFACE MOTION
 RK0026
 RK0026  HISTORY     - Date     Condition        Report By
 RK0026  HISTORY     - 1964     MONUMENTED       CGS
 RK0026  HISTORY     - 19940507 GOOD             LOCENG
 RK0026  HISTORY     - 19940801 GOOD             USPSQD
 RK0026
 RK0026                          STATION DESCRIPTION
 RK0026
 RK0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0026'4 MI SW FROM GRAND MARAIS.
 RK0026'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0026'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE WEST ALONG COUNTY ROAD
 RK0026'708, THENCE 2.1 MILES WEST AND SOUTHWEST ALONG COUNTY ROAD 700,
 RK0026'IN S 15, T 49 N, R 14 W, AT THE CREST OF A LONG STEEP HILL AND
 RK0026'ON THE NORTHEAST SLOPE WHICH LEADS TOWARD THE NORTHWEST CORNER OF
 RK0026'GRAND SABLE LAKE, ON THE WEST SIDE OF AN OPENING IN THE
 RK0026'TIMBER, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET
 RK0026'SOUTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 RK0026'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0026'5 INCHES.
 RK0026
 RK0026                          STATION RECOVERY (1994)
 RK0026
 RK0026'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0026'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0026
 RK0026                          STATION RECOVERY (1994)
 RK0026
 RK0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0432 ***********************************************************************
 RJ0432  DESIGNATION -  L 196
 RJ0432  PID         -  RJ0432
 RJ0432  STATE/COUNTY-  MI/LUCE
 RJ0432  USGS QUAD   -  NEWBERRY (1973)
 RJ0432
 RJ0432                         *CURRENT SURVEY CONTROL
 RJ0432  ___________________________________________________________________
 RJ0432* NAD 83(1986)-  46 21 03.     (N)    085 33 20.     (W)     SCALED    
 RJ0432* NAVD 88     -       218.619  (meters)     717.25   (feet)  ADJUSTED  
 RJ0432  ___________________________________________________________________
 RJ0432  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 RJ0432  DYNAMIC HT  -         218.632 (meters)     717.30  (feet)  COMP
 RJ0432  MODELED GRAV-     980,667.0   (mgal)                       NAVD 88
 RJ0432
 RJ0432  VERT ORDER  -  SECOND    CLASS 0
 RJ0432
 RJ0432.The horizontal coordinates were scaled from a topographic map and have
 RJ0432.an estimated accuracy of +/- 6 seconds.
 RJ0432
 RJ0432.The orthometric height was determined by differential leveling
 RJ0432.and adjusted by the National Geodetic Survey in June 1991..
 RJ0432
 RJ0432.The geoid height was determined by GEOID03.
 RJ0432
 RJ0432.The dynamic height is computed by dividing the NAVD 88
 RJ0432.geopotential number by the normal gravity value computed on the
 RJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0432.degrees latitude (g = 980.6199 gals.).
 RJ0432
 RJ0432.The modeled gravity was interpolated from observed gravity values.
 RJ0432
 RJ0432;                    North         East    Units  Estimated Accuracy
 RJ0432;SPC MI N     -   175,230.    8,111,170.      MT  (+/- 180 meters Scaled)
 RJ0432
 RJ0432                          SUPERSEDED SURVEY CONTROL
 RJ0432
 RJ0432  NGVD 29 (??/??/92)  218.587  (m)          717.15   (f) ADJ UNCH    2 0
 RJ0432
 RJ0432.Superseded values are not recommended for survey control.
 RJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0432.See file dsdata.txt to determine how the superseded data were derived.
 RJ0432
 RJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS111340(NAD 83)
 RJ0432_MARKER: DB = BENCH MARK DISK
 RJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0432_STAMPING: L 196 1964
 RJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0432+STABILITY: SURFACE MOTION
 RJ0432
 RJ0432  HISTORY     - Date     Condition        Report By
 RJ0432  HISTORY     - 1964     MONUMENTED       CGS
 RJ0432
 RJ0432                          STATION DESCRIPTION
 RJ0432
 RJ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0432'2.5 MI W FROM NEWBERRY.
 RJ0432'ABOUT 2.5 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0432'STATION AT NEWBERRY, OR 2.25 MILES WEST ALONG A PAVED ROAD
 RJ0432'FROM THE NEWBERRY GRADE SCHOOL AT NEWBERRY, THENCE 0.45 MILE
 RJ0432'WEST ALONG GRAVELED COUNTY ROAD 434, IN S 28, T 46 N, R 10 W,
 RJ0432'ABOUT 1.0 MILE SOUTHWEST OF DOLLARVILLE, ABOUT 0.2 MILE SOUTH
 RJ0432'ACROSS A SWAMP FROM MILEPOST 61, 33 FEET NORTHWEST OF THE
 RJ0432'CENTER OF THE JUNCTION OF A SAND ROAD LEADING SOUTHEAST, 25 FEET
 RJ0432'NORTH OF THE CENTER LINE OF COUNTY ROAD 434, 1.4 FEET SOUTH
 RJ0432'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET
 RJ0432'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0554 ***********************************************************************
 RJ0554  DESIGNATION -  L 197
 RJ0554  PID         -  RJ0554
 RJ0554  STATE/COUNTY-  MI/LUCE
 RJ0554  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0554
 RJ0554                         *CURRENT SURVEY CONTROL
 RJ0554  ___________________________________________________________________
 RJ0554* NAD 83(1986)-  46 40 07.     (N)    085 50 06.     (W)     SCALED    
 RJ0554* NAVD 88     -       194.391  (meters)     637.76   (feet)  ADJUSTED  
 RJ0554  ___________________________________________________________________
 RJ0554  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 RJ0554  DYNAMIC HT  -         194.408 (meters)     637.82  (feet)  COMP
 RJ0554  MODELED GRAV-     980,700.4   (mgal)                       NAVD 88
 RJ0554
 RJ0554  VERT ORDER  -  SECOND    CLASS 0
 RJ0554
 RJ0554.The horizontal coordinates were scaled from a topographic map and have
 RJ0554.an estimated accuracy of +/- 6 seconds.
 RJ0554
 RJ0554.The orthometric height was determined by differential leveling
 RJ0554.and adjusted by the National Geodetic Survey in June 1991..
 RJ0554
 RJ0554.The geoid height was determined by GEOID03.
 RJ0554
 RJ0554.The dynamic height is computed by dividing the NAVD 88
 RJ0554.geopotential number by the normal gravity value computed on the
 RJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0554.degrees latitude (g = 980.6199 gals.).
 RJ0554
 RJ0554.The modeled gravity was interpolated from observed gravity values.
 RJ0554
 RJ0554;                    North         East    Units  Estimated Accuracy
 RJ0554;SPC MI N     -   210,200.    8,089,140.      MT  (+/- 180 meters Scaled)
 RJ0554
 RJ0554                          SUPERSEDED SURVEY CONTROL
 RJ0554
 RJ0554  NGVD 29 (??/??/92)  194.354  (m)          637.64   (f) ADJ UNCH    2 0
 RJ0554
 RJ0554.Superseded values are not recommended for survey control.
 RJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0554.See file dsdata.txt to determine how the superseded data were derived.
 RJ0554
 RJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES891689(NAD 83)
 RJ0554_MARKER: DB = BENCH MARK DISK
 RJ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0554_STAMPING: L 197 1964
 RJ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0554+STABILITY: SURFACE MOTION
 RJ0554
 RJ0554  HISTORY     - Date     Condition        Report By
 RJ0554  HISTORY     - 1964     MONUMENTED       CGS
 RJ0554
 RJ0554                          STATION DESCRIPTION
 RJ0554
 RJ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0554'7.3 MI E FROM GRAND MARAIS.
 RJ0554'ABOUT 7.3 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0554'HIGH SCHOOL AT GRAND MARAIS, IN S 5, T 49 N, R 12 W, IN A SMALL
 RJ0554'VALLEY BETWEEN TWO HILLS, 43 FEET SOUTHEAST OF THE CENTER OF
 RJ0554'THE JUNCTION OF A NARROW DIRT ROAD LEADING SOUTHEAST, 31 FEET
 RJ0554'SOUTH AND ACROSS THE DIRT ROAD FROM THE CENTER LINE OF THE
 RJ0554'ROAD, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD,
 RJ0554'1.7 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 RJ0554'THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 RJ0554'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0534 ***********************************************************************
 RJ0534  DESIGNATION -  L 198
 RJ0534  PID         -  RJ0534
 RJ0534  STATE/COUNTY-  MI/LUCE
 RJ0534  USGS QUAD   -  MUSKALLONGE LAKE EAST (1968)
 RJ0534
 RJ0534                         *CURRENT SURVEY CONTROL
 RJ0534  ___________________________________________________________________
 RJ0534* NAD 83(1986)-  46 39 33.     (N)    085 32 33.     (W)     SCALED    
 RJ0534* NAVD 88     -       199.810  (meters)     655.54   (feet)  ADJUSTED  
 RJ0534  ___________________________________________________________________
 RJ0534  GEOID HEIGHT-         -36.15  (meters)                     GEOID03
 RJ0534  DYNAMIC HT  -         199.828 (meters)     655.60  (feet)  COMP
 RJ0534  MODELED GRAV-     980,696.0   (mgal)                       NAVD 88
 RJ0534
 RJ0534  VERT ORDER  -  SECOND    CLASS 0
 RJ0534
 RJ0534.The horizontal coordinates were scaled from a topographic map and have
 RJ0534.an estimated accuracy of +/- 6 seconds.
 RJ0534
 RJ0534.The orthometric height was determined by differential leveling
 RJ0534.and adjusted by the National Geodetic Survey in June 1991..
 RJ0534
 RJ0534.The geoid height was determined by GEOID03.
 RJ0534
 RJ0534.The dynamic height is computed by dividing the NAVD 88
 RJ0534.geopotential number by the normal gravity value computed on the
 RJ0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0534.degrees latitude (g = 980.6199 gals.).
 RJ0534
 RJ0534.The modeled gravity was interpolated from observed gravity values.
 RJ0534
 RJ0534;                    North         East    Units  Estimated Accuracy
 RJ0534;SPC MI N     -   209,520.    8,111,540.      MT  (+/- 180 meters Scaled)
 RJ0534
 RJ0534                          SUPERSEDED SURVEY CONTROL
 RJ0534
 RJ0534  NGVD 29 (??/??/92)  199.772  (m)          655.42   (f) ADJ UNCH    2 0
 RJ0534
 RJ0534.Superseded values are not recommended for survey control.
 RJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0534.See file dsdata.txt to determine how the superseded data were derived.
 RJ0534
 RJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS115683(NAD 83)
 RJ0534_MARKER: DB = BENCH MARK DISK
 RJ0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0534_STAMPING: L 198 1964
 RJ0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0534+STABILITY: SURFACE MOTION
 RJ0534
 RJ0534  HISTORY     - Date     Condition        Report By
 RJ0534  HISTORY     - 1964     MONUMENTED       CGS
 RJ0534
 RJ0534                          STATION DESCRIPTION
 RJ0534
 RJ0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0534'7.2 MI SE FROM DEER PARK.
 RJ0534'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0534'LODGE AT DEER PARK, THENCE 4.4 MILES EAST ALONG COUNTY ROAD 410,
 RJ0534'IN S 10, T 49 N, R 10 W, ABOUT 1.0 MILE WEST OF A 75-FOOT WOODEN
 RJ0534'BRIDGE OVER THE NORTH FORK OF THE TWO HEARTED RIVER, IN THE
 RJ0534'WEST EDGE OF A SMALL CLEARING, 27 FEET NORTH OF THE CENTER
 RJ0534'LINE OF THE ROAD, SOUTHEAST OF A METAL WITNESS POST, ABOUT 2
 RJ0534'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RJ0534'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0506 ***********************************************************************
 NE0506  DESIGNATION -  L 199
 NE0506  PID         -  NE0506
 NE0506  STATE/COUNTY-  MI/WAYNE
 NE0506  USGS QUAD   -  ROCKWOOD (1981)
 NE0506
 NE0506                         *CURRENT SURVEY CONTROL
 NE0506  ___________________________________________________________________
 NE0506* NAD 83(1986)-  42 04 55.     (N)    083 12 39.     (W)     SCALED    
 NE0506* NAVD 88     -       177.333  (meters)     581.80   (feet)  ADJUSTED  
 NE0506  ___________________________________________________________________
 NE0506  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 NE0506  DYNAMIC HT  -         177.274 (meters)     581.61  (feet)  COMP
 NE0506  MODELED GRAV-     980,283.7   (mgal)                       NAVD 88
 NE0506
 NE0506  VERT ORDER  -  FIRST     CLASS I
 NE0506
 NE0506.The horizontal coordinates were scaled from a topographic map and have
 NE0506.an estimated accuracy of +/- 6 seconds.
 NE0506
 NE0506.The orthometric height was determined by differential leveling
 NE0506.and adjusted by the National Geodetic Survey in June 1991..
 NE0506
 NE0506.The geoid height was determined by GEOID03.
 NE0506
 NE0506.The dynamic height is computed by dividing the NAVD 88
 NE0506.geopotential number by the normal gravity value computed on the
 NE0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0506.degrees latitude (g = 980.6199 gals.).
 NE0506
 NE0506.The modeled gravity was interpolated from observed gravity values.
 NE0506
 NE0506;                    North         East    Units  Estimated Accuracy
 NE0506;SPC MI S     -    65,300.    4,095,640.      MT  (+/- 180 meters Scaled)
 NE0506
 NE0506                          SUPERSEDED SURVEY CONTROL
 NE0506
 NE0506  NGVD 29 (??/??/??)  177.505  (m)          582.36   (f) ADJUSTED    1 1
 NE0506
 NE0506.Superseded values are not recommended for survey control.
 NE0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0506.See file dsdata.txt to determine how the superseded data were derived.
 NE0506
 NE0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG171612(NAD 83)
 NE0506_MARKER: DB = BENCH MARK DISK
 NE0506_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0506_SP_SET: 14.5 FEET
 NE0506_STAMPING: L 199 1968
 NE0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0506+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 NE0506
 NE0506  HISTORY     - Date     Condition        Report By
 NE0506  HISTORY     - 1968     MONUMENTED       CGS
 NE0506  HISTORY     - 1980     GOOD             NGS
 NE0506  HISTORY     - 1983     GOOD             USPSQD
 NE0506  HISTORY     - 20010718 GOOD             LOCENG
 NE0506  HISTORY     - 20040503 GOOD             WOOLPT
 NE0506  HISTORY     - 20050718 GOOD             ADVGEO
 NE0506
 NE0506                          STATION DESCRIPTION
 NE0506
 NE0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0506'2.9 MI NE FROM ROCKWOOD.
 NE0506'ABOUT 1.9 MILES EAST ALONG HURON RIVER DRIVE FROM THE POST
 NE0506'OFFICE AT ROCKWOOD, THENCE 1.0 MILE NORTH ALONG RIVER DRIVE,
 NE0506'ALSO 0.1 MILE WEST ALONG STOEFLET BLVD FROM THE BRIDGE OVER
 NE0506'EAST GIBRALTAR WATERWAY AT GIBRALTAR, THENCE, 1.0 MILE SOUTHWEST
 NE0506'ALONG SOUTH GIBRALTAR ROAD, THENCE 0.1 MILE SOUTH ALONG RIVER
 NE0506'ROAD, 99 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF WOODRUFF
 NE0506'ROAD, 45 FEET NORTH OF THE CENTER LINE OF WOODRUFF ROAD, 33 1/2
 NE0506'FEET EAST OF A POWER LINE POLE WITH 3 GUY WIRES, 47 1/2 FEET
 NE0506'SOUTHWEST OF A FIRE HYDRANT, 9 FEET NORTHWEST OF THE CENTER OF
 NE0506'A ROUND MANHOLE COVER, 5 FEET EAST OF A METAL WITNESS POST,
 NE0506'ABOUT LEVEL WITH THE ROAD AND IS A DISK ON THE TOP OF A COPPER
 NE0506'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 NE0506'GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS
 NE0506'4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 NE0506'REFUSAL AT A DEPTH OF 14.5 FEET. IN SECT.2,R 10 E, T 5 S
 NE0506
 NE0506                          STATION RECOVERY (1980)
 NE0506
 NE0506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0506'RECOVERED IN GOOD CONDITION.
 NE0506
 NE0506                          STATION RECOVERY (1983)
 NE0506
 NE0506'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0506'POWER LINE WITH 4 GUY WIRES (NOT 3), 5 INCHES EAST OF METAL WITNESS
 NE0506'POST (NOT 5 FEET)
 NE0506
 NE0506                          STATION RECOVERY (2001)
 NE0506
 NE0506'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NE0506'STATION IS GPS-OBSERVABLE.
 NE0506
 NE0506                          STATION RECOVERY (2004)
 NE0506
 NE0506'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RDS)
 NE0506'ELECTRICAL WIRES DIRECTLY OVERHEAD
 NE0506
 NE0506                          STATION RECOVERY (2005)
 NE0506
 NE0506'RECOVERY NOTE BY ADVANCED GEOMATICS 2005 (MAN)
 NE0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0288 ***********************************************************************
 QK0288  DESIGNATION -  L 200
 QK0288  PID         -  QK0288
 QK0288  STATE/COUNTY-  MI/MACKINAC
 QK0288  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0288
 QK0288                         *CURRENT SURVEY CONTROL
 QK0288  ___________________________________________________________________
 QK0288* NAD 83(1986)-  45 55 39.     (N)    084 54 08.     (W)     SCALED    
 QK0288* NAVD 88     -       184.645  (meters)     605.79   (feet)  ADJUSTED  
 QK0288  ___________________________________________________________________
 QK0288  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QK0288  DYNAMIC HT  -         184.655 (meters)     605.82  (feet)  COMP
 QK0288  MODELED GRAV-     980,664.2   (mgal)                       NAVD 88
 QK0288
 QK0288  VERT ORDER  -  FIRST     CLASS 0
 QK0288
 QK0288.The horizontal coordinates were scaled from a topographic map and have
 QK0288.an estimated accuracy of +/- 6 seconds.
 QK0288
 QK0288.The orthometric height was determined by differential leveling
 QK0288.and adjusted by the National Geodetic Survey in June 1991..
 QK0288
 QK0288.The geoid height was determined by GEOID03.
 QK0288
 QK0288.The dynamic height is computed by dividing the NAVD 88
 QK0288.geopotential number by the normal gravity value computed on the
 QK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0288.degrees latitude (g = 980.6199 gals.).
 QK0288
 QK0288.The modeled gravity was interpolated from observed gravity values.
 QK0288
 QK0288;                    North         East    Units  Estimated Accuracy
 QK0288;SPC MI N     -   129,320.    8,162,680.      MT  (+/- 180 meters Scaled)
 QK0288
 QK0288                          SUPERSEDED SURVEY CONTROL
 QK0288
 QK0288  NGVD 29 (??/??/92)  184.690  (m)          605.94   (f) ADJ UNCH    1 0
 QK0288
 QK0288.Superseded values are not recommended for survey control.
 QK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0288.See file dsdata.txt to determine how the superseded data were derived.
 QK0288
 QK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR626881(NAD 83)
 QK0288_MARKER: DB = BENCH MARK DISK
 QK0288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0288_SP_SET: 12 FEET
 QK0288_STAMPING: L 200 1972
 QK0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0288+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2006
 QK0288
 QK0288  HISTORY     - Date     Condition        Report By
 QK0288  HISTORY     - 1972     MONUMENTED       NGS
 QK0288  HISTORY     - 19950702 GOOD             USPSQD
 QK0288  HISTORY     - 20010331 GOOD             NGS
 QK0288  HISTORY     - 20030606 GOOD             USPSQD
 QK0288  HISTORY     - 20060830 GOOD             USPSQD
 QK0288
 QK0288                          STATION DESCRIPTION
 QK0288
 QK0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0288'9.6 MI SE FROM BREVORT.
 QK0288'ABOUT 9.65 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0288'LUTHERAN CHURCH AT BREVORT, ALSO ABOUT 11.35 MILES NORTHWEST
 QK0288'ALONG U.S. HIGHWAY 2 FROM THE OVERPASS OVER I 75 AT ST IGNACE,
 QK0288'ABOUT 0.35 MILE WEST OF THE INTERSECTION OF THE HIGHWAY AND
 QK0288'BREVORT LAKE ROAD, IN SECTION 22 OR 23, R 5 W, T 41 N, AT THE
 QK0288'JUNCTION OF PTE AUX CHENES ROAD (COUNTY ROAD 510), 102 FEET
 QK0288'SOUTHEAST OF THE CENTER OF THE JUNCTION, 86 FEET SOUTH OF THE
 QK0288'CENTER LINE OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF
 QK0288'THE ROAD, 0.5 FOOT NORTH OF A METAL WITNESS POST, 3 FEET ABOVE
 QK0288'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 QK0288'COATED STEEL ROD THAT IS ENCASED IN A 4 INCH METAL PIPE THAT
 QK0288'PROJECTS 4 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QK0288'DRIVEN TO REFUSAL AT A DEPTH OF 12 FEET.  SECTION 22-23, T41N,
 QK0288'R5W.
 QK0288
 QK0288                          STATION RECOVERY (1995)
 QK0288
 QK0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0288'RECOVERED IN GOOD CONDITION.
 QK0288
 QK0288                          STATION RECOVERY (2001)
 QK0288
 QK0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0288'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0288
 QK0288                          STATION RECOVERY (2003)
 QK0288
 QK0288'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0288'RECOVERED IN GOOD CONDITION.
 QK0288
 QK0288                          STATION RECOVERY (2006)
 QK0288
 QK0288'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0402 ***********************************************************************
 RJ0402  DESIGNATION -  L 201
 RJ0402  PID         -  RJ0402
 RJ0402  STATE/COUNTY-  MI/MACKINAC
 RJ0402  USGS QUAD   -  HOG ISLAND POINT (1973)
 RJ0402
 RJ0402                         *CURRENT SURVEY CONTROL
 RJ0402  ___________________________________________________________________
 RJ0402* NAD 83(1986)-  46 04 27.     (N)    085 17 01.     (W)     SCALED    
 RJ0402* NAVD 88     -       178.028  (meters)     584.08   (feet)  ADJUSTED  
 RJ0402  ___________________________________________________________________
 RJ0402  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ0402  DYNAMIC HT  -         178.040 (meters)     584.12  (feet)  COMP
 RJ0402  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RJ0402
 RJ0402  VERT ORDER  -  FIRST     CLASS 0
 RJ0402
 RJ0402.The horizontal coordinates were scaled from a topographic map and have
 RJ0402.an estimated accuracy of +/- 6 seconds.
 RJ0402
 RJ0402.The orthometric height was determined by differential leveling
 RJ0402.and adjusted by the National Geodetic Survey in June 1991..
 RJ0402
 RJ0402.The geoid height was determined by GEOID03.
 RJ0402
 RJ0402.The dynamic height is computed by dividing the NAVD 88
 RJ0402.geopotential number by the normal gravity value computed on the
 RJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0402.degrees latitude (g = 980.6199 gals.).
 RJ0402
 RJ0402.The modeled gravity was interpolated from observed gravity values.
 RJ0402
 RJ0402;                    North         East    Units  Estimated Accuracy
 RJ0402;SPC MI N     -   144,910.    8,132,760.      MT  (+/- 180 meters Scaled)
 RJ0402
 RJ0402                          SUPERSEDED SURVEY CONTROL
 RJ0402
 RJ0402  NGVD 29 (??/??/92)  178.069  (m)          584.21   (f) ADJ UNCH    1 0
 RJ0402
 RJ0402.Superseded values are not recommended for survey control.
 RJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0402.See file dsdata.txt to determine how the superseded data were derived.
 RJ0402
 RJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS327037(NAD 83)
 RJ0402_MARKER: DB = BENCH MARK DISK
 RJ0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0402_SP_SET: ABUTMENT
 RJ0402_STAMPING: L 201 1972
 RJ0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0402
 RJ0402  HISTORY     - Date     Condition        Report By
 RJ0402  HISTORY     - 1972     MONUMENTED       NGS
 RJ0402  HISTORY     - 19940727 GOOD             USPSQD
 RJ0402  HISTORY     - 19950815 GOOD             USPSQD
 RJ0402  HISTORY     - 20010331 GOOD             NGS
 RJ0402  HISTORY     - 20030606 GOOD             USPSQD
 RJ0402  HISTORY     - 20060830 GOOD             USPSQD
 RJ0402
 RJ0402                          STATION DESCRIPTION
 RJ0402
 RJ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0402'8.7 MI E FROM NAUBINWAY.
 RJ0402'ABOUT 8.7 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0402'CHURCH AT NAUBINWAY, SET ON THE TOP OF THE NORTH END OF THE WEST
 RJ0402'CONCRETE ABUTMENT FOR A 30-FOOT CONCRETE BRIDGE OVER HOG ISLAND
 RJ0402'CREEK, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 RJ0402'SOUTHWEST OF THE NORTHEAST CORNER OF THE ABUTMENT AND 3 FEET
 RJ0402'BELOW THE LEVEL OF THE HIGHWAY.
 RJ0402
 RJ0402                          STATION RECOVERY (1994)
 RJ0402
 RJ0402'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0402'RECOVERED IN GOOD CONDITION.
 RJ0402
 RJ0402                          STATION RECOVERY (1995)
 RJ0402
 RJ0402'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0402'RECOVERED IN GOOD CONDITION.
 RJ0402
 RJ0402                          STATION RECOVERY (2001)
 RJ0402
 RJ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0402
 RJ0402                          STATION RECOVERY (2003)
 RJ0402
 RJ0402'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0402'RECOVERED IN GOOD CONDITION.
 RJ0402
 RJ0402                          STATION RECOVERY (2006)
 RJ0402
 RJ0402'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0521 ***********************************************************************
 RJ0521  DESIGNATION -  L 202
 RJ0521  PID         -  RJ0521
 RJ0521  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0521  USGS QUAD   -  BLANEY PARK (1972)
 RJ0521
 RJ0521                         *CURRENT SURVEY CONTROL
 RJ0521  ___________________________________________________________________
 RJ0521* NAD 83(1986)-  46 06 04.     (N)    085 53 19.     (W)     SCALED    
 RJ0521* NAVD 88     -       230.094  (meters)     754.90   (feet)  ADJUSTED  
 RJ0521  ___________________________________________________________________
 RJ0521  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ0521  DYNAMIC HT  -         230.107 (meters)     754.94  (feet)  COMP
 RJ0521  MODELED GRAV-     980,662.7   (mgal)                       NAVD 88
 RJ0521
 RJ0521  VERT ORDER  -  FIRST     CLASS 0
 RJ0521
 RJ0521.The horizontal coordinates were scaled from a topographic map and have
 RJ0521.an estimated accuracy of +/- 6 seconds.
 RJ0521
 RJ0521.The orthometric height was determined by differential leveling
 RJ0521.and adjusted by the National Geodetic Survey in June 1991..
 RJ0521
 RJ0521.The geoid height was determined by GEOID03.
 RJ0521
 RJ0521.The dynamic height is computed by dividing the NAVD 88
 RJ0521.geopotential number by the normal gravity value computed on the
 RJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0521.degrees latitude (g = 980.6199 gals.).
 RJ0521
 RJ0521.The modeled gravity was interpolated from observed gravity values.
 RJ0521
 RJ0521;                    North         East    Units  Estimated Accuracy
 RJ0521;SPC MI N     -   147,070.    8,085,920.      MT  (+/- 180 meters Scaled)
 RJ0521
 RJ0521                          SUPERSEDED SURVEY CONTROL
 RJ0521
 RJ0521  NGVD 29 (??/??/92)  230.130  (m)          755.02   (f) ADJ UNCH    1 0
 RJ0521
 RJ0521.Superseded values are not recommended for survey control.
 RJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0521.See file dsdata.txt to determine how the superseded data were derived.
 RJ0521
 RJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES859058(NAD 83)
 RJ0521_MARKER: DB = BENCH MARK DISK
 RJ0521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0521_SP_SET: 16 FEET
 RJ0521_STAMPING: L 202 1972
 RJ0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0521
 RJ0521  HISTORY     - Date     Condition        Report By
 RJ0521  HISTORY     - 1972     MONUMENTED       NGS
 RJ0521  HISTORY     - 20010207 POOR             MIDT
 RJ0521  HISTORY     - 20040416 GOOD             USPSQD
 RJ0521
 RJ0521                          STATION DESCRIPTION
 RJ0521
 RJ0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0521'9.6 MI W FROM GOULD CITY.
 RJ0521'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0521'OFFICE AT GOULD CITY, THENCE 9.25 MILES WEST ALONG U.S. HIGHWAY
 RJ0521'2, 1.2 MILES WEST OF THE MACKINAC-SCHOOLCRAFT COUNTY LINE,
 RJ0521'79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 29 FEET EAST
 RJ0521'OF THE CENTER OF A WIRE AND PIPE GATE ACROSS A PRIVATE ROAD,
 RJ0521'12 FEET NORTHWEST OF A 12-INCH ELM TREE, 1 FOOT SOUTH OF A FENCE
 RJ0521'LINE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL
 RJ0521'WITH THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER COATED
 RJ0521'STEEL ROD THAT PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND
 RJ0521'AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 5 INCHES ABOVE
 RJ0521'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 RJ0521'16 FEET.  SEC 23, T43N, R13W.  NOTE-- THIS MARK IS ALSO 11.2
 RJ0521'MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE AT
 RJ0521'GULLIVER.
 RJ0521
 RJ0521                          STATION RECOVERY (2001)
 RJ0521
 RJ0521'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RJ0521'SOMETHING HAS HIT THE DISK. THE NORTHERLY EDGE IS BENT DOWN, IT IS NOW
 RJ0521'LEVEL WITH THE TOP OF THE PROTECTIVE PIPE. THE METAL WITNESS POST WAS
 RJ0521'ALSO FLATTENED. ITS POSSIBLE THE 12-INCH ELM TREE WAS DOWNED ON THE
 RJ0521'MARK, IT NO LONGER EXISTS. SET CARSONITE WITNESS POST 1 FOOT SOUTH OF
 RJ0521'MARK.
 RJ0521
 RJ0521                          STATION RECOVERY (2004)
 RJ0521
 RJ0521'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0521'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0058 ***********************************************************************
 QL0058  DESIGNATION -  L 203
 QL0058  PID         -  QL0058
 QL0058  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0058  USGS QUAD   -  
 QL0058
 QL0058                         *CURRENT SURVEY CONTROL
 QL0058  ___________________________________________________________________
 QL0058* NAD 83(1986)-  45 56 47.     (N)    086 16 17.     (W)     SCALED    
 QL0058* NAVD 88     -       178.902  (meters)     586.95   (feet)  ADJUSTED  
 QL0058  ___________________________________________________________________
 QL0058  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QL0058  DYNAMIC HT  -         178.907 (meters)     586.96  (feet)  COMP
 QL0058  MODELED GRAV-     980,636.7   (mgal)                       NAVD 88
 QL0058
 QL0058  VERT ORDER  -  FIRST     CLASS 0
 QL0058
 QL0058.The horizontal coordinates were scaled from a topographic map and have
 QL0058.an estimated accuracy of +/- 6 seconds.
 QL0058
 QL0058.The orthometric height was determined by differential leveling
 QL0058.and adjusted by the National Geodetic Survey in June 1991..
 QL0058
 QL0058.The geoid height was determined by GEOID03.
 QL0058
 QL0058.The dynamic height is computed by dividing the NAVD 88
 QL0058.geopotential number by the normal gravity value computed on the
 QL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0058.degrees latitude (g = 980.6199 gals.).
 QL0058
 QL0058.The modeled gravity was interpolated from observed gravity values.
 QL0058
 QL0058;                    North         East    Units  Estimated Accuracy
 QL0058;SPC MI N     -   129,530.    8,056,490.      MT  (+/- 180 meters Scaled)
 QL0058
 QL0058                          SUPERSEDED SURVEY CONTROL
 QL0058
 QL0058  NGVD 29 (??/??/92)  178.90   (m)          586.9    (f) COMPUTED    1 0
 QL0058
 QL0058.Superseded values are not recommended for survey control.
 QL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0058.See file dsdata.txt to determine how the superseded data were derived.
 QL0058
 QL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER564883(NAD 83)
 QL0058_MARKER: DV = VERTICAL CONTROL DISK
 QL0058_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0058_SP_SET: 20.5 FT
 QL0058_STAMPING: L 203 1972
 QL0058_MARK LOGO: NGS   
 QL0058_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0058
 QL0058  HISTORY     - Date     Condition        Report By
 QL0058  HISTORY     - 1972     MONUMENTED       NGS
 QL0058  HISTORY     - 19960612 GOOD             LOCSUR
 QL0058  HISTORY     - 20021112 GOOD             USPSQD
 QL0058  HISTORY     - 20040416 GOOD             USPSQD
 QL0058  HISTORY     - 20051117 GOOD             USPSQD
 QL0058
 QL0058                          STATION DESCRIPTION
 QL0058
 QL0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0058'2.6 MI SW FROM MANISTIQUE.
 QL0058'ABOUT 2.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 QL0058'COURTHOUSE AT MANISTIQUE, AT THE EAST EDGE OF A GRAVELED PARKING
 QL0058'AREA FOR LITTER DISPOSAL BARREL, 53 FEET NORTH OF THE CENTER
 QL0058'LINE OF THE HIGHWAY, 10 1/2 FEET NORTH OF A 10 INCH PINE TREE,
 QL0058'1 FOOT EAST OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF
 QL0058'THE HIGHWAY, AND ON THE TOP OF A COPPER COATED STEEL ROD THAT
 QL0058'IS FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED IN A 6 INCH
 QL0058'METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.
 QL0058'THE ROD WAS DRIVEN TO A DEPTH OF 20 1/2 FEET TO REFUSAL.  SECTION
 QL0058'14, T41N, R16W.
 QL0058
 QL0058                          STATION RECOVERY (1996)
 QL0058
 QL0058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0058'RECOVERED AS DESCRIBED.
 QL0058
 QL0058                          STATION RECOVERY (2002)
 QL0058
 QL0058'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0058'RECOVERED IN GOOD CONDITION.
 QL0058
 QL0058                          STATION RECOVERY (2004)
 QL0058
 QL0058'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0058'RECOVERED IN GOOD CONDITION.
 QL0058
 QL0058                          STATION RECOVERY (2005)
 QL0058
 QL0058'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 QL0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0110 ***********************************************************************
 QL0110  DESIGNATION -  L 204
 QL0110  PID         -  QL0110
 QL0110  STATE/COUNTY-  MI/DELTA
 QL0110  USGS QUAD   -  ENSIGN (1985)
 QL0110
 QL0110                         *CURRENT SURVEY CONTROL
 QL0110  ___________________________________________________________________
 QL0110* NAD 83(1986)-  45 53 59.     (N)    086 46 06.     (W)     SCALED    
 QL0110* NAVD 88     -       187.495  (meters)     615.14   (feet)  ADJUSTED  
 QL0110  ___________________________________________________________________
 QL0110  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QL0110  DYNAMIC HT  -         187.495 (meters)     615.14  (feet)  COMP
 QL0110  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QL0110
 QL0110  VERT ORDER  -  FIRST     CLASS 0
 QL0110
 QL0110.The horizontal coordinates were scaled from a topographic map and have
 QL0110.an estimated accuracy of +/- 6 seconds.
 QL0110
 QL0110.The orthometric height was determined by differential leveling
 QL0110.and adjusted by the National Geodetic Survey in June 1991..
 QL0110
 QL0110.The geoid height was determined by GEOID03.
 QL0110
 QL0110.The dynamic height is computed by dividing the NAVD 88
 QL0110.geopotential number by the normal gravity value computed on the
 QL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0110.degrees latitude (g = 980.6199 gals.).
 QL0110
 QL0110.The modeled gravity was interpolated from observed gravity values.
 QL0110
 QL0110;                    North         East    Units  Estimated Accuracy
 QL0110;SPC MI N     -   124,110.    8,017,980.      MT  (+/- 180 meters Scaled)
 QL0110
 QL0110                          SUPERSEDED SURVEY CONTROL
 QL0110
 QL0110  NGVD 29 (??/??/92)  187.49   (m)          615.1    (f) COMPUTED    1 0
 QL0110
 QL0110.Superseded values are not recommended for survey control.
 QL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0110.See file dsdata.txt to determine how the superseded data were derived.
 QL0110
 QL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER179829(NAD 83)
 QL0110_MARKER: DB = BENCH MARK DISK
 QL0110_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0110_SP_SET: 31 FT
 QL0110_STAMPING: L 204 1972
 QL0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0110+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2002
 QL0110
 QL0110  HISTORY     - Date     Condition        Report By
 QL0110  HISTORY     - 1972     MONUMENTED       NGS
 QL0110  HISTORY     - 20020311 GOOD             MIDT
 QL0110
 QL0110                          STATION DESCRIPTION
 QL0110
 QL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0110'10.6 MI E FROM RAPID RIVER.
 QL0110'ABOUT 10.65 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 QL0110'OF MAIN STREET AT RAPID RIVER, IN A ROADSIDE PARK ALONG THE
 QL0110'NORTH SIDE OF THE HIGHWAY, 115 1/2 FEET NORTH OF THE CENTER
 QL0110'LINE OF THE NEW HIGHWAY (UNDER CONSTRUCTION), 43 FEET EAST OF
 QL0110'THE NORTHEAST CORNER OF A STONE FOUNDATION SUPPORTING A
 QL0110'HIAWATHA NATIONAL FOREST SIGN, 16 1/2 FEET NORTHEAST OF A 6 INCH
 QL0110'WELL CASING AND PUMP, 2 FEET EAST OF THE EAST EDGE OF A PARKING
 QL0110'AREA, 2 1/2 FEET NORTHEAST OF A GUARDRAIL POST, 1 FOOT BELOW
 QL0110'THE LEVEL OF THE PARKING AREA, 0.6 FOOT NORTH OF A METAL WITNESS
 QL0110'POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 QL0110'THE TOP OF A COPPER COATED STEEL ROD THAT IS FLUSH WITH THE
 QL0110'LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT
 QL0110'PROJECTS 1 INCH ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QL0110'DRIVEN TO A DEPTH OF 31.0 FEET TO REFUSAL.  SECTION 35, T 41 N,
 QL0110'R 20 W.
 QL0110
 QL0110                          STATION RECOVERY (2002)
 QL0110
 QL0110'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0110'NOTE-THE ROADSIDE PARK NO LONGER EXISTS AND MOST OF THE 1972
 QL0110'REFERENCES ARE GONE.  IT IS LOCATED 0.132 MILES EAST OF NAT'L FOREST
 QL0110'RD 2233 IN A WOODED AREA, 115 FT N OF C/L HWY 2, 4 FT WEST OF A
 QL0110'WITNESS POST, ABOUT 6-INCHES BELOW LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0187 ***********************************************************************
 QL0187  DESIGNATION -  L 205
 QL0187  PID         -  QL0187
 QL0187  STATE/COUNTY-  MI/DELTA
 QL0187  USGS QUAD   -  PERKINS (1985)
 QL0187
 QL0187                         *CURRENT SURVEY CONTROL
 QL0187  ___________________________________________________________________
 QL0187* NAD 83(1986)-  45 52 59.     (N)    087 00 11.     (W)     SCALED    
 QL0187* NAVD 88     -       180.658  (meters)     592.71   (feet)  ADJUSTED  
 QL0187  ___________________________________________________________________
 QL0187  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 QL0187  DYNAMIC HT  -         180.659 (meters)     592.71  (feet)  COMP
 QL0187  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 QL0187
 QL0187  VERT ORDER  -  FIRST     CLASS 0
 QL0187
 QL0187.The horizontal coordinates were scaled from a topographic map and have
 QL0187.an estimated accuracy of +/- 6 seconds.
 QL0187
 QL0187.The orthometric height was determined by differential leveling
 QL0187.and adjusted by the National Geodetic Survey in June 1991..
 QL0187
 QL0187.The geoid height was determined by GEOID03.
 QL0187
 QL0187.The dynamic height is computed by dividing the NAVD 88
 QL0187.geopotential number by the normal gravity value computed on the
 QL0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0187.degrees latitude (g = 980.6199 gals.).
 QL0187
 QL0187.The modeled gravity was interpolated from observed gravity values.
 QL0187
 QL0187;                    North         East    Units  Estimated Accuracy
 QL0187;SPC MI N     -   122,230.    7,999,760.      MT  (+/- 180 meters Scaled)
 QL0187
 QL0187                          SUPERSEDED SURVEY CONTROL
 QL0187
 QL0187  NGVD 29 (??/??/92)  180.67   (m)          592.7    (f) COMPUTED    1 0
 QL0187
 QL0187.Superseded values are not recommended for survey control.
 QL0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0187.See file dsdata.txt to determine how the superseded data were derived.
 QL0187
 QL0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR997810(NAD 83)
 QL0187_MARKER: DB = BENCH MARK DISK
 QL0187_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0187_SP_SET: 8 FT
 QL0187_STAMPING: L 205 1972
 QL0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0187
 QL0187  HISTORY     - Date     Condition        Report By
 QL0187  HISTORY     - 1972     MONUMENTED       NGS
 QL0187
 QL0187                          STATION DESCRIPTION
 QL0187
 QL0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0187'3.2 MI NE FROM GLADSTONE.
 QL0187'ABOUT 1.25 MILES NORTHEAST ALONG THE MINNEAPOLIS, ST PAUL AND
 QL0187'SAULT STE MARIE RAILROAD FROM THE STATION AT GLADSTONE, THENCE
 QL0187'1.95 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 2, 0.95 MILE
 QL0187'NORTHEAST OF MACKIES STORE AND SERVICE STATION IN THE SMALL
 QL0187'COMMUNITY OF KIPLING, 49 1/2 FEET SOUTHEAST OF THE CENTER LINE
 QL0187'OF THE OLD HIGHWAY, 47 FEET NORTH OF THE CENTER LINE OF A PRIVATE
 QL0187'DRIVEWAY, 8 FEET EAST OF TELEPHONE POLE 3873, 0.7 FOOT SOUTH
 QL0187'OF A METAL WITNESS POST, AND IS A DISK ON THE TOP OF A COPPER
 QL0187'COATED STEEL ROD FLUSH WITH THE LEVEL OF THE GROUND AND ENCASED
 QL0187'IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE THE LEVEL
 QL0187'OF THE GROUND.  THE ROD WAS DRIVEN 8 FEET DEEP TO REFUSAL.
 QL0187'SECTION 10, T 40 N, R 22 W.  NOTE-- MARK MAY BE REACHED BY GOING
 QL0187'0.65 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION OF
 QL0187'MAIN STREET AT RAPID RIVER, THENCE 3.3 MILES SOUTHWEST ALONG
 QL0187'OLD U.S. HIGHWAY 2 TO BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0501 ***********************************************************************
 RJ0501  DESIGNATION -  L 206
 RJ0501  PID         -  RJ0501
 RJ0501  STATE/COUNTY-  MI/MACKINAC
 RJ0501  USGS QUAD   -  GOULD CITY (1973)
 RJ0501
 RJ0501                         *CURRENT SURVEY CONTROL
 RJ0501  ___________________________________________________________________
 RJ0501* NAD 83(1986)-  46 06 06.     (N)    085 40 15.     (W)     SCALED    
 RJ0501* NAVD 88     -       230.672  (meters)     756.80   (feet)  ADJUSTED  
 RJ0501  ___________________________________________________________________
 RJ0501  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0501  DYNAMIC HT  -         230.684 (meters)     756.84  (feet)  COMP
 RJ0501  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RJ0501
 RJ0501  VERT ORDER  -  FIRST     CLASS 0
 RJ0501
 RJ0501.The horizontal coordinates were scaled from a topographic map and have
 RJ0501.an estimated accuracy of +/- 6 seconds.
 RJ0501
 RJ0501.The orthometric height was determined by differential leveling
 RJ0501.and adjusted by the National Geodetic Survey in June 1991..
 RJ0501
 RJ0501.The geoid height was determined by GEOID03.
 RJ0501
 RJ0501.The dynamic height is computed by dividing the NAVD 88
 RJ0501.geopotential number by the normal gravity value computed on the
 RJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0501.degrees latitude (g = 980.6199 gals.).
 RJ0501
 RJ0501.The modeled gravity was interpolated from observed gravity values.
 RJ0501
 RJ0501;                    North         East    Units  Estimated Accuracy
 RJ0501;SPC MI N     -   147,390.    8,102,760.      MT  (+/- 180 meters Scaled)
 RJ0501
 RJ0501                          SUPERSEDED SURVEY CONTROL
 RJ0501
 RJ0501  NGVD 29 (??/??/92)  230.709  (m)          756.92   (f) ADJ UNCH    1 0
 RJ0501
 RJ0501.Superseded values are not recommended for survey control.
 RJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0501.See file dsdata.txt to determine how the superseded data were derived.
 RJ0501
 RJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS027062(NAD 83)
 RJ0501_MARKER: DB = BENCH MARK DISK
 RJ0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0501_SP_SET: BRIDGE ABUTMENT
 RJ0501_STAMPING: L 206 1972
 RJ0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0501
 RJ0501  HISTORY     - Date     Condition        Report By
 RJ0501  HISTORY     - 1972     MONUMENTED       NGS
 RJ0501  HISTORY     - 19940727 GOOD             USPSQD
 RJ0501  HISTORY     - 19950816 GOOD             USPSQD
 RJ0501  HISTORY     - 20010331 GOOD             NGS
 RJ0501  HISTORY     - 20021030 GOOD             MIDT
 RJ0501  HISTORY     - 20021111 GOOD             USPSQD
 RJ0501  HISTORY     - 20040416 GOOD             USPSQD
 RJ0501
 RJ0501                          STATION DESCRIPTION
 RJ0501
 RJ0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0501'1.6 MI E FROM GOULD CITY.
 RJ0501'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0501'OFFICE AT GOULD CITY, THENCE 1.2 MILES EAST ALONG U.S. HIGHWAY
 RJ0501'2, SET ON THE TOP OF THE NORTH END OF THE WEST ABUTMENT FOR THE
 RJ0501'HIGHWAY OVERPASS OVER THE MINNEAPOLIS, ST PAUL AND SAULT STE
 RJ0501'MARIE RAILROAD, 25 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 RJ0501'1 FOOT SOUTH OF THE NORTH END OF THE ABUTMENT AND 2 1/2 FEET
 RJ0501'BELOW THE LEVEL OF THE HIGHWAY.
 RJ0501
 RJ0501                          STATION RECOVERY (1994)
 RJ0501
 RJ0501'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0501'RECOVERED IN GOOD CONDITION.
 RJ0501
 RJ0501                          STATION RECOVERY (1995)
 RJ0501
 RJ0501'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0501'RECOVERED IN GOOD CONDITION.
 RJ0501
 RJ0501                          STATION RECOVERY (2001)
 RJ0501
 RJ0501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0501'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0501
 RJ0501                          STATION RECOVERY (2002)
 RJ0501
 RJ0501'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0501'RECOVERED AS DESCRIBED
 RJ0501
 RJ0501                          STATION RECOVERY (2002)
 RJ0501
 RJ0501'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0501'RECOVERED IN GOOD CONDITION.
 RJ0501
 RJ0501                          STATION RECOVERY (2004)
 RJ0501
 RJ0501'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0501'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0240 ***********************************************************************
 QL0240  DESIGNATION -  L 207
 QL0240  PID         -  QL0240
 QL0240  STATE/COUNTY-  MI/MENOMINEE
 QL0240  USGS QUAD   -  SEAGULL POINT (1989)
 QL0240
 QL0240                         *CURRENT SURVEY CONTROL
 QL0240  ___________________________________________________________________
 QL0240* NAD 83(1986)-  45 31 45.     (N)    087 17 11.     (W)     SCALED    
 QL0240* NAVD 88     -       184.256  (meters)     604.51   (feet)  ADJUSTED  
 QL0240  ___________________________________________________________________
 QL0240  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 QL0240  DYNAMIC HT  -         184.249 (meters)     604.49  (feet)  COMP
 QL0240  MODELED GRAV-     980,573.0   (mgal)                       NAVD 88
 QL0240
 QL0240  VERT ORDER  -  FIRST     CLASS 0
 QL0240
 QL0240.The horizontal coordinates were scaled from a topographic map and have
 QL0240.an estimated accuracy of +/- 6 seconds.
 QL0240
 QL0240.The orthometric height was determined by differential leveling
 QL0240.and adjusted by the National Geodetic Survey in June 1991..
 QL0240
 QL0240.The geoid height was determined by GEOID03.
 QL0240
 QL0240.The dynamic height is computed by dividing the NAVD 88
 QL0240.geopotential number by the normal gravity value computed on the
 QL0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0240.degrees latitude (g = 980.6199 gals.).
 QL0240
 QL0240.The modeled gravity was interpolated from observed gravity values.
 QL0240
 QL0240;                    North         East    Units  Estimated Accuracy
 QL0240;SPC MI N     -    82,940.    7,977,630.      MT  (+/- 180 meters Scaled)
 QL0240
 QL0240                          SUPERSEDED SURVEY CONTROL
 QL0240
 QL0240.No superseded survey control is available for this station.
 QL0240
 QL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR776417(NAD 83)
 QL0240_MARKER: DV = VERTICAL CONTROL DISK
 QL0240_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0240_SP_SET: 24 FT
 QL0240_STAMPING: L 207 1972
 QL0240_MARK LOGO: NGS   
 QL0240_PROJECTION: FLUSH
 QL0240_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0240+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2003
 QL0240
 QL0240  HISTORY     - Date     Condition        Report By
 QL0240  HISTORY     - 1972     MONUMENTED       NGS
 QL0240  HISTORY     - 1990     GOOD             USPSQD
 QL0240  HISTORY     - 19910610 GOOD             USPSQD
 QL0240  HISTORY     - 19960922 GOOD             USPSQD
 QL0240  HISTORY     - 19980223 GOOD             MIDT
 QL0240  HISTORY     - 20030413 GOOD             USPSQD
 QL0240  HISTORY     - 20060406 GOOD             USPSQD
 QL0240
 QL0240                          STATION DESCRIPTION
 QL0240
 QL0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0240'9.4 MI NE FROM CEDAR RIVER.
 QL0240'ABOUT 9.35 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0240'POST OFFICE AT CEDAR RIVER, ABOUT 0.8 MILE SOUTHWEST OF A
 QL0240'60-INCH PIPE CULVERT UNDER THE HIGHWAY FOR OLSON CREEK, AT THE
 QL0240'OUTSIDE AND NEAR THE SOUTH END OF A CURVE IN THE HIGHWAY, 74 1/2
 QL0240'FEET WEST OF THE CENTER LINE OF THE HIGHWAY AT THE JUNCTION
 QL0240'OF A DRIVEWAY EAST TO A GARAGE, 2 1/2 FEET NORTH OF REA POLE
 QL0240'543-E-12-543-E70, IN LINE WITH A ROW OF POLES, 1.3 FEET SOUTH
 QL0240'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 QL0240'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS
 QL0240'ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE
 QL0240'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 24 FEET.
 QL0240'SECTION 9, T36N, R24W.
 QL0240
 QL0240                          STATION RECOVERY (1990)
 QL0240
 QL0240'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0240'RECOVERED IN GOOD CONDITION.
 QL0240
 QL0240                          STATION RECOVERY (1991)
 QL0240
 QL0240'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0240'RECOVERED IN GOOD CONDITION.
 QL0240
 QL0240                          STATION RECOVERY (1996)
 QL0240
 QL0240'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0240'RECOVERED IN GOOD CONDITION.
 QL0240
 QL0240                          STATION RECOVERY (1998)
 QL0240
 QL0240'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 QL0240'9.4 MILES (15.1 KM) NORTHEAST OF CEDAR RIVER, NEAR THE 1/4 CORNER
 QL0240'COMMON TO SECTIONS 8 AND 9 T-36-N, R-24-W.  ABOUT 9.1 MILES (14.6 KM)
 QL0240'NORTH ALONG STATE HIGHWAY M35 FROM THE CENTER OF THE BRIDGE AT CEDAR
 QL0240'RIVER, ABOUT 0.8 MILE (1.3 KM) SOUTHWEST OF A HIGHWAY CONCRETE BOX
 QL0240'CULVERT FOR OLSON CREEK, 74.5 FEET (22.7 M) WEST AND ACCROSS THE
 QL0240'HIGHWAY FROM THE CENTERLINE OF A DRIVEWAY EAST TO HOUSE NUMBER
 QL0240'CEDERVILLE TWP N11498, AT THE INTERSECTION IN THE POWERLINES, 2.5 FEET
 QL0240'(0.8 M) NORTH OF A POWER POLE, 1.3 FEET (0.4 M) SOUTH OF PLASTIC
 QL0240'WITNESS POST.
 QL0240
 QL0240                          STATION RECOVERY (2003)
 QL0240
 QL0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0240'RECOVERED IN GOOD CONDITION.
 QL0240
 QL0240                          STATION RECOVERY (2006)
 QL0240
 QL0240'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0240'DISK ATOP ROD IN ENCASEMENT PIPE IS 6 FEET NORTH OF A NEWLY REPLACED,
 QL0240'AS YET UN-NUMBERED UTILITY POLE, WITH ONE GUIDE WIRE AND A TRANSFORMER
 QL0240'ATOP WITH LETTERING 0F NUMBER 15. IT IS ACROSS HWY FROM TWP NUMBER
 QL0240'N11498.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0334 ***********************************************************************
 QL0334  DESIGNATION -  L 208
 QL0334  PID         -  QL0334
 QL0334  STATE/COUNTY-  MI/MENOMINEE
 QL0334  USGS QUAD   -  BIRCH CREEK (1976)
 QL0334
 QL0334                         *CURRENT SURVEY CONTROL
 QL0334  ___________________________________________________________________
 QL0334* NAD 83(1986)-  45 08 59.     (N)    087 36 08.     (W)     SCALED    
 QL0334* NAVD 88     -       178.309  (meters)     585.00   (feet)  ADJUSTED  
 QL0334  ___________________________________________________________________
 QL0334  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 QL0334  DYNAMIC HT  -         178.292 (meters)     584.95  (feet)  COMP
 QL0334  MODELED GRAV-     980,517.1   (mgal)                       NAVD 88
 QL0334
 QL0334  VERT ORDER  -  FIRST     CLASS 0
 QL0334
 QL0334.The horizontal coordinates were scaled from a topographic map and have
 QL0334.an estimated accuracy of +/- 6 seconds.
 QL0334
 QL0334.The orthometric height was determined by differential leveling
 QL0334.and adjusted by the National Geodetic Survey in June 1991..
 QL0334
 QL0334.The geoid height was determined by GEOID03.
 QL0334
 QL0334.The dynamic height is computed by dividing the NAVD 88
 QL0334.geopotential number by the normal gravity value computed on the
 QL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0334.degrees latitude (g = 980.6199 gals.).
 QL0334
 QL0334.The modeled gravity was interpolated from observed gravity values.
 QL0334
 QL0334;                    North         East    Units  Estimated Accuracy
 QL0334;SPC MI N     -    40,900.    7,952,640.      MT  (+/- 180 meters Scaled)
 QL0334
 QL0334                          SUPERSEDED SURVEY CONTROL
 QL0334
 QL0334  NGVD 29 (??/??/92)  178.34   (m)          585.1    (f) COMPUTED    1 0
 QL0334
 QL0334.Superseded values are not recommended for survey control.
 QL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0334.See file dsdata.txt to determine how the superseded data were derived.
 QL0334
 QL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ526997(NAD 83)
 QL0334_MARKER: DV = VERTICAL CONTROL DISK
 QL0334_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0334_SP_SET: 7 FEET
 QL0334_STAMPING: L 208 1972
 QL0334_MARK LOGO: NGS   
 QL0334_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0334+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2001
 QL0334
 QL0334  HISTORY     - Date     Condition        Report By
 QL0334  HISTORY     - 1972     MONUMENTED       NGS
 QL0334  HISTORY     - 1990     GOOD             USPSQD
 QL0334  HISTORY     - 19910821 GOOD             USPSQD
 QL0334  HISTORY     - 19940426 GOOD             MIDT
 QL0334  HISTORY     - 19961011 GOOD             USPSQD
 QL0334  HISTORY     - 20011026 GOOD             USPSQD
 QL0334  HISTORY     - 20030423 GOOD             USPSQD
 QL0334  HISTORY     - 20060406 GOOD             USPSQD
 QL0334
 QL0334                          STATION DESCRIPTION
 QL0334
 QL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0334'1.3 MI NE FROM MENOMINEE.
 QL0334'ABOUT 1.3 MILES NORTHEAST ALONG STATE HIGHWAY 35 M FROM THE
 QL0334'JUNCTION OF U.S. HIGHWAY 41 AT MENOMINEE, ABOUT 0.2 MILE
 QL0334'SOUTHWEST OF A 30 FOOT INCH LONG CONCRETE BRIDGE OVER TURTLE
 QL0334'CREEK, AT THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 79 FEET
 QL0334'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 QL0334'DRIVEWAY, 65 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 QL0334'SOUTH OF POWER LINE POLE 3227-23R 63, 1.3 FEET NORTH OF A METAL
 QL0334'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A
 QL0334'DISK ON THE TOP OF A COPPER COATED STEEL ROD THAT IS ENCASED IN
 QL0334'A 6 INCH METAL PIPE THAT PROJECTS 4 INCHES ABOVE THE LEVEL OF
 QL0334'THE GROUND, AND DRIVEN TO REFUSAL AT 7 FEET.  SECTION 23, T 32 N,
 QL0334'R 27 W.
 QL0334
 QL0334                          STATION RECOVERY (1990)
 QL0334
 QL0334'RECOVERY NOTE BY US POWER SQUADRON 1990 (DEB)
 QL0334'RECOVERED IN GOOD CONDITION.
 QL0334
 QL0334                          STATION RECOVERY (1991)
 QL0334
 QL0334'RECOVERY NOTE BY US POWER SQUADRON 1991 (DEB)
 QL0334'RECOVERED IN GOOD CONDITION.
 QL0334
 QL0334                          STATION RECOVERY (1994)
 QL0334
 QL0334'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0334'RECOVERED AS DESCRIBED.
 QL0334
 QL0334                          STATION RECOVERY (1996)
 QL0334
 QL0334'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0334'RECOVERED IN GOOD CONDITION.
 QL0334
 QL0334                          STATION RECOVERY (2001)
 QL0334
 QL0334'RECOVERY NOTE BY US POWER SQUADRON 2001 (RB)
 QL0334'RECOVERED IN GOOD CONDITION.
 QL0334
 QL0334                          STATION RECOVERY (2003)
 QL0334
 QL0334'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0334'RECOVERED IN GOOD CONDITION.
 QL0334
 QL0334                          STATION RECOVERY (2006)
 QL0334
 QL0334'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0178 ***********************************************************************
 RK0178  DESIGNATION -  L 22
 RK0178  PID         -  RK0178
 RK0178  STATE/COUNTY-  MI/DELTA
 RK0178  USGS QUAD   -  ROCK (1985)
 RK0178
 RK0178                         *CURRENT SURVEY CONTROL
 RK0178  ___________________________________________________________________
 RK0178* NAD 83(1986)-  46 07 22.     (N)    087 12 15.     (W)     SCALED    
 RK0178* NAVD 88     -       304.222  (meters)     998.10   (feet)  POSTED    
 RK0178  ___________________________________________________________________
 RK0178  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 RK0178  DYNAMIC HT  -         304.230 (meters)     998.13  (feet)  COMP
 RK0178  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 RK0178
 RK0178  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RK0178
 RK0178.The horizontal coordinates were scaled from a topographic map and have
 RK0178.an estimated accuracy of +/- 6 seconds.
 RK0178
 RK0178.The orthometric height was determined by differential leveling
 RK0178.and adjusted by the National Geodetic Survey in 1992..
 RK0178.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RK0178.rate of 4.1 thru 8.0 mm/km.
 RK0178
 RK0178.The geoid height was determined by GEOID03.
 RK0178
 RK0178.The dynamic height is computed by dividing the NAVD 88
 RK0178.geopotential number by the normal gravity value computed on the
 RK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0178.degrees latitude (g = 980.6199 gals.).
 RK0178
 RK0178.The modeled gravity was interpolated from observed gravity values.
 RK0178
 RK0178;                    North         East    Units  Estimated Accuracy
 RK0178;SPC MI N     -   148,890.    7,984,220.      MT  (+/- 180 meters Scaled)
 RK0178
 RK0178                          SUPERSEDED SURVEY CONTROL
 RK0178
 RK0178  NGVD 29 (??/??/92)  304.058  (m)          997.56   (f) ADJ UNCH    1 2
 RK0178
 RK0178.Superseded values are not recommended for survey control.
 RK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0178.See file dsdata.txt to determine how the superseded data were derived.
 RK0178
 RK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS842077(NAD 83)
 RK0178_MARKER: DB = BENCH MARK DISK
 RK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0178_STAMPING: L 22
 RK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0178+STABILITY: SURFACE MOTION
 RK0178
 RK0178  HISTORY     - Date     Condition        Report By
 RK0178  HISTORY     - UNK      MONUMENTED       CGS
 RK0178  HISTORY     - 1934     POOR             NGS
 RK0178
 RK0178                          STATION DESCRIPTION
 RK0178
 RK0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 RK0178'2.2 MI S FROM LATHROP.
 RK0178'2.2 MILES SOUTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RK0178'FROM LATHROP, DELTA COUNTY, 260 FEET NORTH OF CULVERT 320,
 RK0178'43 FEET EAST OF THE CENTERLINE OF THE TRACK, IN LINE WITH A ROW
 RK0178'OF POLES, AND NEAR A FENCE.  A STANDARD DISK, STAMPED L 22
 RK0178'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE
 RK0178'GROUND.  NOTE-- THE POST WAS INCLINED AT AN ANGLE OF 20 DEGREES
 RK0178'FROM THE VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0856 ***********************************************************************
 NE0856  DESIGNATION -  L 234
 NE0856  PID         -  NE0856
 NE0856  STATE/COUNTY-  MI/WAYNE
 NE0856  USGS QUAD   -  ROCKWOOD (1981)
 NE0856
 NE0856                         *CURRENT SURVEY CONTROL
 NE0856  ___________________________________________________________________
 NE0856* NAD 83(1986)-  42 04 04.     (N)    083 12 39.     (W)     SCALED    
 NE0856* NAVD 88     -       177.056  (meters)     580.89   (feet)  ADJUSTED  
 NE0856  ___________________________________________________________________
 NE0856  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NE0856  DYNAMIC HT  -         176.997 (meters)     580.70  (feet)  COMP
 NE0856  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NE0856
 NE0856  VERT ORDER  -  FIRST     CLASS II
 NE0856
 NE0856.The horizontal coordinates were scaled from a topographic map and have
 NE0856.an estimated accuracy of +/- 6 seconds.
 NE0856
 NE0856.The orthometric height was determined by differential leveling
 NE0856.and adjusted by the National Geodetic Survey in June 1991..
 NE0856
 NE0856.The geoid height was determined by GEOID03.
 NE0856
 NE0856.The dynamic height is computed by dividing the NAVD 88
 NE0856.geopotential number by the normal gravity value computed on the
 NE0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0856.degrees latitude (g = 980.6199 gals.).
 NE0856
 NE0856.The modeled gravity was interpolated from observed gravity values.
 NE0856
 NE0856;                    North         East    Units  Estimated Accuracy
 NE0856;SPC MI S     -    63,730.    4,095,660.      MT  (+/- 180 meters Scaled)
 NE0856
 NE0856                          SUPERSEDED SURVEY CONTROL
 NE0856
 NE0856  NGVD 29 (??/??/??)  177.228  (m)          581.46   (f) ADJUSTED    1 2
 NE0856
 NE0856.Superseded values are not recommended for survey control.
 NE0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0856.See file dsdata.txt to determine how the superseded data were derived.
 NE0856
 NE0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG170596(NAD 83)
 NE0856_MARKER: I = METAL ROD
 NE0856_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0856_SP_SET: STAINLESS STEEL ROD
 NE0856_STAMPING: L 234 1980
 NE0856_PROJECTION: RECESSED 8 CENTIMETERS
 NE0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0856_ROD/PIPE-DEPTH: 4.0  meters
 NE0856
 NE0856  HISTORY     - Date     Condition        Report By
 NE0856  HISTORY     - 1980     MONUMENTED       NGS
 NE0856  HISTORY     - 1983     GOOD             USPSQD
 NE0856
 NE0856                          STATION DESCRIPTION
 NE0856
 NE0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0856'1.6 KM NORTH FROM EAST ROCKWOOD.
 NE0856'1.6 KILOMETERS (1.0 MILE) NORTH ALONG JEFFERSON AVENUE FRON THE
 NE0856'MOOSE LODGE IN WEST ROCKWOOD, NEAR THE JUNCTION OF HURON RIVER
 NE0856'DRIVE, AT THE PEOPLES BANK, 20.6 METERS (67.6 FEET) EAST OF THE
 NE0856'CENTER LINE OF JEFFERSON AVENUE, 14.6 METERS (48.0 FEET) NORTHWEST
 NE0856'OF THE NORTHWEST CORNER OF THE BANK, 1.0 METER (3.3 FEET) WEST
 NE0856'OF A METAL FLAG POLE.
 NE0856'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 NE0856
 NE0856                          STATION RECOVERY (1983)
 NE0856
 NE0856'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0856'AT DANCI'S PIZZA, (NOT PEOPLE BANK) NORTHWEST OF THE NORTHWEST CORNER
 NE0856'OF THE STORE (NOT BANK) 1.0 METER (3.3 FT) EAST OF A METAL FLAG POLE
 NE0856'(NOT WEST) LOCATED ON PREMISES AT 33053 JEFFERSON AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0903 ***********************************************************************
 NE0903  DESIGNATION -  L 235
 NE0903  PID         -  NE0903
 NE0903  STATE/COUNTY-  MI/MACOMB
 NE0903  USGS QUAD   -  MT CLEMENS WEST (1980)
 NE0903
 NE0903                         *CURRENT SURVEY CONTROL
 NE0903  ___________________________________________________________________
 NE0903* NAD 83(1994)-  42 30 53.84775(N)    082 52 45.44570(W)     ADJUSTED  
 NE0903* NAVD 88     -       176.523  (meters)     579.14   (feet)  ADJUSTED  
 NE0903  ___________________________________________________________________
 NE0903  X           -     583,683.501 (meters)                     COMP
 NE0903  Y           -  -4,672,321.567 (meters)                     COMP
 NE0903  Z           -   4,288,035.500 (meters)                     COMP
 NE0903  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 NE0903  ELLIP HEIGHT-         141.90  (meters)          (07/12/02) GPS OBS
 NE0903  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 NE0903  DYNAMIC HT  -         176.473 (meters)     578.98  (feet)  COMP
 NE0903  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NE0903
 NE0903  HORZ ORDER  -  FIRST
 NE0903  VERT ORDER  -  FIRST     CLASS II
 NE0903  ELLP ORDER  -  FOURTH    CLASS I
 NE0903
 NE0903.The horizontal coordinates were established by GPS observations
 NE0903.and adjusted by the National Geodetic Survey in February 1997..
 NE0903
 NE0903.The orthometric height was determined by differential leveling
 NE0903.and adjusted by the National Geodetic Survey in June 1991..
 NE0903
 NE0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0903
 NE0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0903
 NE0903.The ellipsoidal height was determined by GPS observations
 NE0903.and is referenced to NAD 83.
 NE0903
 NE0903.The geoid height was determined by GEOID03.
 NE0903
 NE0903.The dynamic height is computed by dividing the NAVD 88
 NE0903.geopotential number by the normal gravity value computed on the
 NE0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0903.degrees latitude (g = 980.6199 gals.).
 NE0903
 NE0903.The modeled gravity was interpolated from observed gravity values.
 NE0903
 NE0903;                    North         East     Units Scale Factor Converg.
 NE0903;SPC MI S     -   113,818.482 4,122,216.504   MT  0.99992762   +1 00 43.9
 NE0903;SPC MI S     -   373,420.22 13,524,332.36   iFT  0.99992762   +1 00 43.9
 NE0903;UTM  17      - 4,708,665.241   345,620.331   MT  0.99989323   -1 16 12.9
 NE0903
 NE0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0903!SPC MI S     -   0.99997775  x   0.99992762  =   0.99990537
 NE0903!UTM  17      -   0.99997775  x   0.99989323  =   0.99987098
 NE0903
 NE0903                          SUPERSEDED SURVEY CONTROL
 NE0903
 NE0903  ELLIP H (02/03/97)  141.94   (m)                       GP(       ) 4 1
 NE0903  NAD 83(1986)-  42 30 53.85127(N)    082 52 45.47883(W) AD(       ) 1
 NE0903  NAVD 88 (08/09/96)  176.52   (m)          579.1    (f) LEVELING    3  
 NE0903  NGVD 29 (??/??/??)  176.660  (m)          579.59   (f) ADJUSTED    1 2
 NE0903
 NE0903.Superseded values are not recommended for survey control.
 NE0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0903.See file dsdata.txt to determine how the superseded data were derived.
 NE0903
 NE0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4562008665(NAD 83)
 NE0903_MARKER: I = METAL ROD
 NE0903_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0903_SP_SET: STAINLESS STEEL ROD
 NE0903_STAMPING: L 235 1980
 NE0903_MARK LOGO: NGS   
 NE0903_PROJECTION: RECESSED 8 CENTIMETERS
 NE0903_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0903+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2006
 NE0903_ROD/PIPE-DEPTH: 6.1  meters
 NE0903
 NE0903  HISTORY     - Date     Condition        Report By
 NE0903  HISTORY     - 1980     MONUMENTED       NGS
 NE0903  HISTORY     - 19930714 GOOD             MIDT
 NE0903  HISTORY     - 19931115 GOOD             USDA
 NE0903  HISTORY     - 19940417 GOOD             USPSQD
 NE0903  HISTORY     - 19941115 GOOD             LOCENG
 NE0903  HISTORY     - 19990621 GOOD             USPSQD
 NE0903  HISTORY     - 20050521 GOOD             USGSNP
 NE0903  HISTORY     - 20060810 GOOD             SPALD
 NE0903
 NE0903                          STATION DESCRIPTION
 NE0903
 NE0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0903'IN ST CLAIR SHORES.
 NE0903'IN SAINT CLAIR SHORES, AT THE JUNCTION OF JEFFERSON AVENUE AND
 NE0903'GARFIELD STREET AT THE REDEEMER LUTHERAN CHURCH, AT THE NORTH END
 NE0903'OF A BRICK STRUCTURE WITH THE SUNDAY SERVICES SCHEDULE IN IT,
 NE0903'45.1 METERS (148.0 FEET) NORTH OF THE NORTH CURB OF GARFIELD,
 NE0903'24.75 METERS (81.2 FEET) EAST OF THE CENTER OF THE DOORS TO THE MAIN
 NE0903'ENTRANCE TO THE CHURCH, 12.8 METERS (42.0 FEET) WEST OF THE WEST
 NE0903'CURB OF JEFFERSON AVENUE,0.95 METER (3.1 FEET) SOUTH OF THE SOUTH
 NE0903'EDGE OF THE SIDEWALK, 0.6 METER (2.0 FEET) NORTH OF THE NORTHEAST
 NE0903'CORNER OF THE BRICK STRUCTURE.
 NE0903'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 NE0903
 NE0903                          STATION RECOVERY (1993)
 NE0903
 NE0903'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE0903'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS WEST QUADRANGLE
 NE0903'MAP.  STATION IS IN THE SOUTHWEST QUARTER OF SECTION 11, T-1-N,
 NE0903'R-13-E, IN THE CITY OF SAINT CLAIR SHORES.  IT IS AT THE JUNCTION OF
 NE0903'JEFFERSON AVENUE AND GARFIELD STREET AT THE REDEEMER LUTHERAN CHURCH.
 NE0903'STATION IS ABOUT 5.5 MI (8.9 KM) NORTH OF CITY OF GROSSE POINTE
 NE0903'SHORES, ABOUT 7.5 MI (12.1 KM) EAST OF THE CITY OF WARREN, ABOUT 10.0
 NE0903'MI (16.1 KM) SOUTHEAST OF CITY OF UTICA AND ABOUT 5.5 MI (8.9 KM)
 NE0903'SOUTH OF MOUNT CLEMENS.  TO REACH FROM INTERCHANGE OF INTERSTATE
 NE0903'HIGHWAY 94 AND TWELVE MILE ROAD IN SAINT CLAIR SHORES, GO EAST 4.0 MI
 NE0903'(6.4 KM) ALONG TWELVE MILE ROAD TO JEFFERSON AVENUE. TURN LEFT AND GO
 NE0903'NORTHEAST 0.3 MI (0.5 KM) ALONG JEFFERSON AVENUE TO REDEEMER LUTHERAN
 NE0903'CHURCH AND STATION ON THE LEFT AS DESCRIBED. STATION IS 36.3 FEET
 NE0903'(11.1 M) SOUTHEAST FROM A ROUND CATCH BASIN IN GRASS, 29.8 FEET (9.1
 NE0903'M) WEST FROM WESTERLY EDGE OF A NORTH-SOUTH SIDEWALK, 3.1 FEET (0.9 M)
 NE0903'SOUTH FROM SOUTHERLY EDGE OF EAST-WEST SIDEWALK, 1.8 FEET (0.5 M)
 NE0903'NORTH FROM NORTHEAST EDGE OF BRICK STRUCTURE CONTAINING CHURCH
 NE0903'SCHEDULE.  THERE IS NO WITNESS SIGN POST.
 NE0903
 NE0903                          STATION RECOVERY (1993)
 NE0903
 NE0903'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0903'RECOVERED AS DESCRIBED.
 NE0903
 NE0903                          STATION RECOVERY (1994)
 NE0903
 NE0903'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0903'RECOVERED IN GOOD CONDITION.
 NE0903
 NE0903                          STATION RECOVERY (1994)
 NE0903
 NE0903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0903'RECOVERED AS DESCRIBED.
 NE0903
 NE0903                          STATION RECOVERY (1999)
 NE0903
 NE0903'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0903'RECOVERED IN GOOD CONDITION.
 NE0903
 NE0903                          STATION RECOVERY (2005)
 NE0903
 NE0903'RECOVERY NOTE BY USGS NATIONAL MAP CORPS 2005 (BL)
 NE0903'RECOVERED IN GOOD CONDITION.
 NE0903
 NE0903                          STATION RECOVERY (2006)
 NE0903
 NE0903'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE0903'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0923 ***********************************************************************
 NE0923  DESIGNATION -  L 236
 NE0923  PID         -  NE0923
 NE0923  STATE/COUNTY-  MI/ST CLAIR
 NE0923  USGS QUAD   -  MARINE CITY (1968)
 NE0923
 NE0923                         *CURRENT SURVEY CONTROL
 NE0923  ___________________________________________________________________
 NE0923* NAD 83(1986)-  42 38 54.     (N)    082 37 04.     (W)     SCALED    
 NE0923* NAVD 88     -       175.629  (meters)     576.21   (feet)  ADJUSTED  
 NE0923  ___________________________________________________________________
 NE0923  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0923  DYNAMIC HT  -         175.580 (meters)     576.05  (feet)  COMP
 NE0923  MODELED GRAV-     980,339.1   (mgal)                       NAVD 88
 NE0923
 NE0923  VERT ORDER  -  FIRST     CLASS II
 NE0923
 NE0923.The horizontal coordinates were scaled from a topographic map and have
 NE0923.an estimated accuracy of +/- 6 seconds.
 NE0923
 NE0923.The orthometric height was determined by differential leveling
 NE0923.and adjusted by the National Geodetic Survey in June 1991..
 NE0923
 NE0923.The geoid height was determined by GEOID03.
 NE0923
 NE0923.The dynamic height is computed by dividing the NAVD 88
 NE0923.geopotential number by the normal gravity value computed on the
 NE0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0923.degrees latitude (g = 980.6199 gals.).
 NE0923
 NE0923.The modeled gravity was interpolated from observed gravity values.
 NE0923
 NE0923;                    North         East    Units  Estimated Accuracy
 NE0923;SPC MI S     -   129,040.    4,143,390.      MT  (+/- 180 meters Scaled)
 NE0923
 NE0923                          SUPERSEDED SURVEY CONTROL
 NE0923
 NE0923  NGVD 29 (??/??/??)  175.760  (m)          576.64   (f) ADJUSTED    1 2
 NE0923
 NE0923.Superseded values are not recommended for survey control.
 NE0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0923.See file dsdata.txt to determine how the superseded data were derived.
 NE0923
 NE0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH673230(NAD 83)
 NE0923_MARKER: I = METAL ROD
 NE0923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0923_SP_SET: STAINLESS STEEL ROD
 NE0923_STAMPING: L 236 1980
 NE0923_PROJECTION: RECESSED 10 CENTIMETERS
 NE0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0923+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2005
 NE0923_ROD/PIPE-DEPTH: 18.2 meters
 NE0923
 NE0923  HISTORY     - Date     Condition        Report By
 NE0923  HISTORY     - 1980     MONUMENTED       NGS
 NE0923  HISTORY     - 19990501 GOOD             USPSQD
 NE0923  HISTORY     - 20050514 GOOD             USPSQD
 NE0923
 NE0923                          STATION DESCRIPTION
 NE0923
 NE0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0923'3.4 KM NNW FROM PEARL BEACH.
 NE0923'3.4 KILOMETERS (2.1 MILES) NORTH-NORTHWEST ALONG STATE HIGHWAY
 NE0923'29 FROM THE POST OFFICE IN PEARL BEACH, TO THE MARK ON THE EAST
 NE0923'SIDE OF THE HIGHWAY NEAR A WOODEN SIGN ENGRAVED ST JOHNS MARSH
 NE0923'WILDLIFE AREA, 22.57 METERS (74.0 FEET) EAST OF THE CENTER LINE
 NE0923'OF THE HIGHWAY, 14.95 METERS (49.0 FEET) NORTHEAST OF THE SOUTHERN
 NE0923'MOST POST OF THE SIGN, 0.4 METER (1.3 FEET) WEST OF THE WEST FACE
 NE0923'OF THE WEST WOODEN LEG OF THE SIGN.
 NE0923'THE MARK IS 1 METERS  W FROM A WITNESS POST.
 NE0923'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0923
 NE0923                          STATION RECOVERY (1999)
 NE0923
 NE0923'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0923'RECOVERED IN GOOD CONDITION.
 NE0923
 NE0923                          STATION RECOVERY (2005)
 NE0923
 NE0923'RECOVERY NOTE BY US POWER SQUADRON 2005 (RCC)
 NE0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0946 ***********************************************************************
 NE0946  DESIGNATION -  L 237
 NE0946  PID         -  NE0946
 NE0946  STATE/COUNTY-  MI/ST CLAIR
 NE0946  USGS QUAD   -  PORT HURON (1991)
 NE0946
 NE0946                         *CURRENT SURVEY CONTROL
 NE0946  ___________________________________________________________________
 NE0946* NAD 83(1994)-  42 52 45.80285(N)    082 29 07.31869(W)     ADJUSTED  
 NE0946* NAVD 88     -       191.606  (meters)     628.63   (feet)  ADJUSTED  
 NE0946  ___________________________________________________________________
 NE0946  X           -     612,204.018 (meters)                     COMP
 NE0946  Y           -  -4,640,991.288 (meters)                     COMP
 NE0946  Z           -   4,317,799.529 (meters)                     COMP
 NE0946  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 NE0946  ELLIP HEIGHT-         156.71  (meters)          (07/12/02) GPS OBS
 NE0946  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0946  DYNAMIC HT  -         191.556 (meters)     628.46  (feet)  COMP
 NE0946  MODELED GRAV-     980,356.1   (mgal)                       NAVD 88
 NE0946
 NE0946  HORZ ORDER  -  FIRST
 NE0946  VERT ORDER  -  FIRST     CLASS II
 NE0946  ELLP ORDER  -  FOURTH    CLASS I
 NE0946
 NE0946.The horizontal coordinates were established by GPS observations
 NE0946.and adjusted by the National Geodetic Survey in February 1997..
 NE0946
 NE0946.The orthometric height was determined by differential leveling
 NE0946.and adjusted by the National Geodetic Survey in June 1991..
 NE0946
 NE0946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0946
 NE0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0946
 NE0946.The ellipsoidal height was determined by GPS observations
 NE0946.and is referenced to NAD 83.
 NE0946
 NE0946.The geoid height was determined by GEOID03.
 NE0946
 NE0946.The dynamic height is computed by dividing the NAVD 88
 NE0946.geopotential number by the normal gravity value computed on the
 NE0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0946.degrees latitude (g = 980.6199 gals.).
 NE0946
 NE0946.The modeled gravity was interpolated from observed gravity values.
 NE0946
 NE0946;                    North         East     Units Scale Factor Converg.
 NE0946;SPC MI S     -   154,936.029 4,153,675.656   MT  0.99990688   +1 16 49.0
 NE0946;SPC MI S     -   508,320.31 13,627,544.80   iFT  0.99990688   +1 16 49.0
 NE0946;UTM  17      - 4,748,491.455   378,692.677   MT  0.99978104   -1 00 39.1
 NE0946
 NE0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0946!SPC MI S     -   0.99997542  x   0.99990688  =   0.99988231
 NE0946!UTM  17      -   0.99997542  x   0.99978104  =   0.99975647
 NE0946
 NE0946                          SUPERSEDED SURVEY CONTROL
 NE0946
 NE0946  ELLIP H (02/03/97)  156.70   (m)                       GP(       ) 4 1
 NE0946  NAD 83(1994)-  42 52 45.80288(N)    082 29 07.31847(W) AD(       ) 1
 NE0946  NAVD 88 (05/02/96)  191.61   (m)          628.6    (f) LEVELING    3  
 NE0946  NGVD 29 (??/??/??)  191.728  (m)          629.03   (f) ADJUSTED    1 2
 NE0946
 NE0946.Superseded values are not recommended for survey control.
 NE0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0946.See file dsdata.txt to determine how the superseded data were derived.
 NE0946
 NE0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7869348491(NAD 83)
 NE0946_MARKER: I = METAL ROD
 NE0946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE0946_SP_SET: STAINLESS STEEL ROD
 NE0946_STAMPING: L 237 1980
 NE0946_MARK LOGO: NGS   
 NE0946_PROJECTION: FLUSH
 NE0946_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0946+STABILITY: POSITION/ELEVATION WELL
 NE0946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0946+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1994
 NE0946_ROD/PIPE-DEPTH: 4.3  meters
 NE0946
 NE0946  HISTORY     - Date     Condition        Report By
 NE0946  HISTORY     - 1980     MONUMENTED       NGS
 NE0946  HISTORY     - 19940325 GOOD             MIDT
 NE0946  HISTORY     - 19940914 GOOD             USPSQD
 NE0946  HISTORY     - 19990605 GOOD             USPSQD
 NE0946  HISTORY     - 20030413 GOOD             USPSQD
 NE0946  HISTORY     - 20050410 GOOD             USPSQD
 NE0946
 NE0946                          STATION DESCRIPTION
 NE0946
 NE0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0946'6.3 KM SE FROM MARYSVILLE.
 NE0946'6.3 KILOMETERS (3.9 MILES) SOUTHWEST ALONG STATE HIGHWAY 29 FROM
 NE0946'THE JUNCTION OF STATE HIGHWAYS 25 AND 29 IN MARYSVILLE TO THE
 NE0946'JUNCTION OF WILLS ROAD, SET AT THE EAST CORNER OF THE JUNCTION ON
 NE0946'THE SOUTHWEST SIDE OF A POWER POLE WITH TWO GUY WIRES, 41.7 METERS
 NE0946'(137 FEET) NORTHEAST OF THE CENTER LINE OF HIGHWAY 29, 12.6 METERS
 NE0946'(41.3 FEET) SOUTHEAST OF THE CENTER LINE OF WILLS ROAD, 6.9 METERS
 NE0946'(22.6 FEET) NORTH OF A FIRE HYDRANT, 1.06 METERS (3.5 FEET) SOUTHWEST
 NE0946'OF THE POWER POLE. NOTE THIS ROD WAS DRIVEN 4.3 METERS TO REFUSAL.
 NE0946'THE MARK IS 0.1 M BELOW GROUND.
 NE0946
 NE0946                          STATION RECOVERY (1994)
 NE0946
 NE0946'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (MDH)
 NE0946'STAION IS LOCATED IN QUAD 420821 ON THE PORT HURON QUADRANGLE MAP.  IT
 NE0946'IS IN SECTION 18, T-5-N, R-17-E, ST.  CLAIR TOWNSHIP.  ABOUT 6.0 MI
 NE0946'(9.7 KM) EAST OF RATTLE RUN, 4.0 MI (6.4 KM) SOUTH OF MARYSVILLE, 3.0
 NE0946'MI (4.8 KM) NORTH OF ST.  CLAIR, AND ON COUNTY ROAD RIGHT-OF-WAY.  TO
 NE0946'REACH FROM THE JUNCTION OF STATE HIGHWAYS M-25 AND M-29 IN MARYSVILLE
 NE0946'GO SOUTHWEST ALONG STATE HIGHWAY M-29 FOR 3.9 MI (6.3 KM) TO THE
 NE0946'JUNCTION OF WILLS ROAD.  TURN LEFT FOR AND GO FOR ABOUT 100 FT (30.5
 NE0946'M) TO THE STATION ON THE RIGHT AS DESCRIBED.  STATION IS 137.0 FT
 NE0946'(41.8 M) NORTHEAST FROM THE CENTER OF HIGHWAY M-29, 41.3 FT (12.6 M)
 NE0946'SOUTHEAST FROM THE CENTER OF WILLS ROAD, 22.6 FT (6.9 M) NORTH FROM A
 NE0946'FIRE HYDRANT, 3.5 FT (1.1 M) SOUTHWEST FROM A UTILITY POLE WITH TWO
 NE0946'GUY WIRES.
 NE0946
 NE0946                          STATION RECOVERY (1994)
 NE0946
 NE0946'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0946'RECOVERED IN GOOD CONDITION.
 NE0946
 NE0946                          STATION RECOVERY (1999)
 NE0946
 NE0946'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0946'RECOVERED IN GOOD CONDITION.
 NE0946
 NE0946                          STATION RECOVERY (2003)
 NE0946
 NE0946'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0946'RECOVERED IN GOOD CONDITION.
 NE0946
 NE0946                          STATION RECOVERY (2005)
 NE0946
 NE0946'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0620 ***********************************************************************
 OJ0620  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0620  DESIGNATION -  L 238
 OJ0620  PID         -  OJ0620
 OJ0620  STATE/COUNTY-  MI/SANILAC
 OJ0620  USGS QUAD   -  PORT SANILAC (1963)
 OJ0620
 OJ0620                         *CURRENT SURVEY CONTROL
 OJ0620  ___________________________________________________________________
 OJ0620* NAD 83(1994)-  43 24 59.64165(N)    082 32 29.92159(W)     ADJUSTED  
 OJ0620* NAVD 88     -       187.612  (meters)     615.52   (feet)  ADJUSTED  
 OJ0620  ___________________________________________________________________
 OJ0620  X           -     602,346.916 (meters)                     COMP
 OJ0620  Y           -  -4,601,119.203 (meters)                     COMP
 OJ0620  Z           -   4,361,338.370 (meters)                     COMP
 OJ0620  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 OJ0620  ELLIP HEIGHT-         152.96  (meters)          (07/12/02) GPS OBS
 OJ0620  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0620  DYNAMIC HT  -         187.576 (meters)     615.41  (feet)  COMP
 OJ0620  MODELED GRAV-     980,423.5   (mgal)                       NAVD 88
 OJ0620  OBS GRAVITY -     980,427.5   (mgal)                       GRAV_OBS
 OJ0620
 OJ0620  HORZ ORDER  -  B
 OJ0620  VERT ORDER  -  FIRST     CLASS II
 OJ0620  ELLP ORDER  -  FOURTH    CLASS II
 OJ0620
 OJ0620.The horizontal coordinates were established by GPS observations
 OJ0620.and adjusted by the National Geodetic Survey in September 1995..
 OJ0620
 OJ0620.The orthometric height was determined by differential leveling
 OJ0620.and adjusted by the National Geodetic Survey in June 1991..
 OJ0620
 OJ0620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0620
 OJ0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0620
 OJ0620.The ellipsoidal height was determined by GPS observations
 OJ0620.and is referenced to NAD 83.
 OJ0620
 OJ0620.The geoid height was determined by GEOID03.
 OJ0620
 OJ0620.The dynamic height is computed by dividing the NAVD 88
 OJ0620.geopotential number by the normal gravity value computed on the
 OJ0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0620.degrees latitude (g = 980.6199 gals.).
 OJ0620
 OJ0620.The modeled gravity was interpolated from observed gravity values.
 OJ0620.The observed gravity was obtained from relative gravimeter ties
 OJ0620.to the IGSN71 gravity network.
 OJ0620
 OJ0620;                    North         East     Units Scale Factor Converg.
 OJ0620;SPC MI S     -   214,494.172 4,147,785.804   MT  0.99994988   +1 14 31.1
 OJ0620;SPC MI S     -   703,721.04 13,608,221.14   iFT  0.99994988   +1 14 31.1
 OJ0620;UTM  17      - 4,808,229.714   375,194.413   MT  0.99979160   -1 03 34.9
 OJ0620
 OJ0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0620!SPC MI S     -   0.99997601  x   0.99994988  =   0.99992590
 OJ0620!UTM  17      -   0.99997601  x   0.99979160  =   0.99976762
 OJ0620
 OJ0620                          SUPERSEDED SURVEY CONTROL
 OJ0620
 OJ0620  ELLIP H (09/20/95)  152.96   (m)                       GP(       ) 1 2
 OJ0620  NAVD 88 (09/20/95)  187.61   (m)          615.5    (f) LEVELING    3  
 OJ0620  NGVD 29 (??/??/??)  187.733  (m)          615.92   (f) ADJUSTED    1 2
 OJ0620
 OJ0620.Superseded values are not recommended for survey control.
 OJ0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0620.See file dsdata.txt to determine how the superseded data were derived.
 OJ0620
 OJ0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ7519408230(NAD 83)
 OJ0620_MARKER: I = METAL ROD
 OJ0620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0620_SP_SET: STAINLESS STEEL ROD
 OJ0620_STAMPING: L 238 1980
 OJ0620_MARK LOGO: NGS   
 OJ0620_PROJECTION: FLUSH
 OJ0620_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0620+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1994
 OJ0620_ROD/PIPE-DEPTH: 3.6  meters
 OJ0620
 OJ0620  HISTORY     - Date     Condition        Report By
 OJ0620  HISTORY     - 1980     MONUMENTED       NGS
 OJ0620  HISTORY     - 19940328 GOOD             NGS
 OJ0620  HISTORY     - 19940728 GOOD             USPSQD
 OJ0620  HISTORY     - 20010811 GOOD             USPSQD
 OJ0620
 OJ0620                          STATION DESCRIPTION
 OJ0620
 OJ0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0620'1.6 KM SOUTH FROM PORT SANILAC.
 OJ0620'1.6 KILOMETERS (1.0 MILE) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0620'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC TO THE JUNCTION OF
 OJ0620'HYDE ROAD AND GOLDMAN AVENUE, SET AT THE NORTHEAST CORNER OF THE
 OJ0620'OF GOLDMAN AVENUE, NORTH OF POWER POLE DE7640G4 WITH GUY WIRE,
 OJ0620'15.85 METERS (52.0 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY,
 OJ0620'11.89 METERS (39.0 FEET) NORTH OF THE CENTER LINE OF GOLDMAN AVENUE,
 OJ0620'0.7 METER (2.3 FEET) NORTH OF THE POWER POLE, NOTE, SEVERAL ATTEMPTS
 OJ0620'WERE MADE TO DRIVE THE ROD REFUSAL AT 3.6 METERS.
 OJ0620'THE MARK IS 0.1 M BELOW GROUND.
 OJ0620
 OJ0620                          STATION RECOVERY (1994)
 OJ0620
 OJ0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0620'STATION IS LOCATED IN QUAD 430823, ABOUT 1 MI (1.6 KM) SOUTH FROM PORT
 OJ0620'SANILAC, ON STATE HIGHWAY 25 RIGHT-OF-WAY, IN THE SOUTHWEST PART OF
 OJ0620'SECTION 2, T 11 N, R 16 W, SANILAC TOWNSHIP.  OWNERSHIP--STATE
 OJ0620'DEPARTMENT OF TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE
 OJ0620'HIGHWAYS 46 AND 25 IN PORT SANILAC, GO SOUTH ALONG HIGHWAY 25 FOR 1.0
 OJ0620'MI (1.6 KM) TO THE JUNCTION OF HYDE ROAD AND GOLDMAN AVENUE AND THE
 OJ0620'STATION ON THE LEFT, IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 OJ0620'ACCESS COVER IS FLUSH WITH THE GROUND.  STATION IS 52.0 FT (15.8 M)
 OJ0620'EAST OF THE CENTERLINE OF HIGHWAY M-25, 39.O FT NORTH FROM THE
 OJ0620'CENTERLINE OF GOLDMAN AVENUE AND 2.3 FT (0.7 M) NORTH FROM THE UTILITY
 OJ0620'POLE NUMBER DE7640G4.
 OJ0620
 OJ0620                          STATION RECOVERY (1994)
 OJ0620
 OJ0620'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0620'RECOVERED IN GOOD CONDITION.
 OJ0620
 OJ0620                          STATION RECOVERY (2001)
 OJ0620
 OJ0620'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0072 ***********************************************************************
 NG0072  CBN         -  This is a Cooperative Base Network Control Station.
 NG0072  DESIGNATION -  L 24
 NG0072  PID         -  NG0072
 NG0072  STATE/COUNTY-  MI/VAN BUREN
 NG0072  USGS QUAD   -  HARTFORD (1981)
 NG0072
 NG0072                         *CURRENT SURVEY CONTROL
 NG0072  ___________________________________________________________________
 NG0072* NAD 83(1994)-  42 14 38.17827(N)    086 09 40.37520(W)     ADJUSTED  
 NG0072* NAVD 88     -       200.981  (meters)     659.39   (feet)  ADJUSTED  
 NG0072  ___________________________________________________________________
 NG0072  X           -     316,599.959 (meters)                     COMP
 NG0072  Y           -  -4,718,339.819 (meters)                     COMP
 NG0072  Z           -   4,265,813.890 (meters)                     COMP
 NG0072  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 NG0072  ELLIP HEIGHT-         167.70  (meters)          (07/12/02) GPS OBS
 NG0072  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NG0072  DYNAMIC HT  -         200.919 (meters)     659.18  (feet)  COMP
 NG0072  MODELED GRAV-     980,311.1   (mgal)                       NAVD 88
 NG0072  OBS GRAVITY -     980,310.5   (mgal)                       GRAV_OBS
 NG0072
 NG0072  HORZ ORDER  -  B
 NG0072  VERT ORDER  -  FIRST     CLASS II
 NG0072  ELLP ORDER  -  FOURTH    CLASS II
 NG0072
 NG0072.The horizontal coordinates were established by GPS observations
 NG0072.and adjusted by the National Geodetic Survey in September 1995..
 NG0072
 NG0072.The orthometric height was determined by differential leveling
 NG0072.and adjusted by the National Geodetic Survey in June 1991..
 NG0072.WARNING-Repeat measurements at this control monument indicate possible
 NG0072.vertical movement.
 NG0072
 NG0072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NG0072
 NG0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 NG0072
 NG0072.The ellipsoidal height was determined by GPS observations
 NG0072.and is referenced to NAD 83.
 NG0072
 NG0072.The geoid height was determined by GEOID03.
 NG0072
 NG0072.The dynamic height is computed by dividing the NAVD 88
 NG0072.geopotential number by the normal gravity value computed on the
 NG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0072.degrees latitude (g = 980.6199 gals.).
 NG0072
 NG0072.The modeled gravity was interpolated from observed gravity values.
 NG0072.The observed gravity was obtained from relative gravimeter ties
 NG0072.to the IGSN71 gravity network.
 NG0072
 NG0072;                    North         East     Units Scale Factor Converg.
 NG0072;SPC MI S     -    84,213.865 3,851,905.280   MT  0.99996903   -1 13 16.5
 NG0072;SPC MI S     -   276,292.21 12,637,484.51   iFT  0.99996903   -1 13 16.5
 NG0072;UTM  16      - 4,677,201.553   569,200.450   MT  0.99965892   +0 33 50.1
 NG0072
 NG0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NG0072!SPC MI S     -   0.99997370  x   0.99996903  =   0.99994273
 NG0072!UTM  16      -   0.99997370  x   0.99965892  =   0.99963263
 NG0072
 NG0072                          SUPERSEDED SURVEY CONTROL
 NG0072
 NG0072  ELLIP H (09/20/95)  167.72   (m)                       GP(       ) 1 2
 NG0072  NAD 83(1986)-  42 14 38.17918(N)    086 09 40.38591(W) AD(       ) 1
 NG0072  NAD 83(1986)-  42 14 38.17708(N)    086 09 40.37656(W) AD(       ) 3
 NG0072  NAVD 88 (09/30/91)  200.98   (m)          659.4    (f) LEVELING    3  
 NG0072  NGVD 29 (01/19/93)  201.137  (m)          659.90   (f) ADJUSTED    1 2
 NG0072
 NG0072.Superseded values are not recommended for survey control.
 NG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0072.See file dsdata.txt to determine how the superseded data were derived.
 NG0072
 NG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM6920077202(NAD 83)
 NG0072_MARKER: DB = BENCH MARK DISK
 NG0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NG0072_SP_SET: CONCRETE POST
 NG0072_STAMPING: L 24 1930 659.897
 NG0072_MARK LOGO: CGS   
 NG0072_PROJECTION: PROJECTING 26 CENTIMETERS
 NG0072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NG0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NG0072+STABILITY: SURFACE MOTION
 NG0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NG0072+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1994
 NG0072
 NG0072  HISTORY     - Date     Condition        Report By
 NG0072  HISTORY     - 1930     MONUMENTED       CGS
 NG0072  HISTORY     - 1934     GOOD             NGS
 NG0072  HISTORY     - 1985     GOOD             NGS
 NG0072  HISTORY     - 19890219 GOOD             NGS
 NG0072  HISTORY     - 19910626 GOOD             NGS
 NG0072  HISTORY     - 19911107 GOOD             MIDT
 NG0072  HISTORY     - 19930619 GOOD             LOCSUR
 NG0072  HISTORY     - 19931227 GOOD             MIDT
 NG0072  HISTORY     - 19940619 GOOD             NGS
 NG0072  HISTORY     - 20000816 GOOD             MI-159
 NG0072
 NG0072                          STATION DESCRIPTION
 NG0072
 NG0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NG0072'1.6 MI S FROM MC DONALD.
 NG0072'2.6 MILES NORTH ALONG THE PERE MARQUETTE RAILWAY FROM HARTFORD,
 NG0072'VAN BUREN COUNTY, 1.6 MILES SOUTH OF MC DONALD, AT AN
 NG0072'EAST-AND-WEST ROAD CROSSING, 42-1/2 FEET NORTH OF THE CENTERLINE
 NG0072'OF THE ROAD, 40 FEET WEST OF THE WEST RAIL, AND AT THE RIGHT
 NG0072'OF WAY FENCE.  A STANDARD DISK, STAMPED 659.897 L 24 1930 AND
 NG0072'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 NG0072'ABOVE GROUND.
 NG0072
 NG0072                          STATION RECOVERY (1985)
 NG0072
 NG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NG0072'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 NG0072'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.1 KM (0.05
 NG0072'MI) EAST ALONG RED ARROW HIGHWAY FROM THE CITY HALL IN HARTFORD,
 NG0072'THENCE 4.2 KM (2.6 MI) NORTH ALONG COUNTY ROAD 687, THENCE 0.5 KM (0.3
 NG0072'MI) EAST ALONG 48TH AVENUE, 13.0 M (42.7 FT) NORTH OF THE CENTER OF
 NG0072'THE AVENUE, 12.2 M (40.0 FT) WEST OF THE NEAR RAIL OF THE CHESAPEAKE
 NG0072'AND OHIO RAILROAD, AND 0.8 M (2.6 FT) EAST OF A FENCE.
 NG0072
 NG0072                          STATION RECOVERY (1989)
 NG0072
 NG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NG0072'THE STATION IS LOCATED ABOUT 10.7 KM (6.65 MI) NORTHEAST OF
 NG0072'WATERVLIET, 8.4 KM (5.20 MI) SOUTHWEST OF BANGOR AND 4.2 KM (2.60 MI)
 NG0072'NORTH OF HARTFORD.  OWNERSHIP--VAN BUREN COUNTY.
 NG0072'TO REACH THE STATION FROM THE THE STOPLIGHT AT EAST MAIN AND NORTH
 NG0072'CENTER STREETS IN THE CENTER OF HARTFORD, GO NORTH ON NORTH CENTER
 NG0072'STREET AND COUNTY ROAD 687 FOR 4.21 KM (2.60 MI) TO A GRAVELED
 NG0072'CROSSROAD.  TURN RIGHT AND GO EAST ON 48TH AVENUE FOR 0.46 KM
 NG0072'(0.30 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
 NG0072'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NG0072'MONUMENT THAT PROJECTS 30 CM ABOVE THE GROUND.  LOCATED 13.1 M
 NG0072'(43.0 FT) NORTH OF THE CENTER OF 48TH AVENUE, 12.2 M (40.0 FT) WEST OF
 NG0072'THE NEAR RAIL OF THE RAILROAD, 0.6 M (2.0 FT) EAST OF A FENCE AND 0.3
 NG0072'M (1.0 FT) EAST OF A CARSONITE WITNESS POST.
 NG0072'DESCRIBED BY E.J. HANSMANN.
 NG0072
 NG0072                          STATION RECOVERY (1991)
 NG0072
 NG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NG0072'THE STATION IS LOCATED ABOUT 10.7 KM (6.6 MI) NORTHEAST OF WATERVLIET,
 NG0072'8.4 KM (5.2 MI) SOUTHWEST OF BANGOR AND 4.2 KM (2.6 MI) NORTH OF
 NG0072'HARTFORD.  OWNERSHIP--VAN BUREN COUNTY.
 NG0072'TO REACH THE STATION FROM THE THE STOP LIGHT AT EAST MAIN AND NORTH
 NG0072'CENTER STREETS IN THE CENTER OF HARTFORD, GO NORTH ON NORTH CENTER
 NG0072'STREET AND COUNTY ROAD 687 FOR 4.21 KM (2.62 MI) TO A GRAVELED
 NG0072'CROSSROAD.  TURN RIGHT AND GO EAST ON 48TH AVENUE FOR 0.46 KM
 NG0072'(0.29 MI) TO A RAILROAD CROSSING AND THE STATION ON THE LEFT.
 NG0072'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NG0072'MONUMENT THAT PROJECTS 30 CM ABOVE THE GROUND.  LOCATED 13.1 M
 NG0072'(43.0 FT) NORTH OF THE CENTER OF 48TH AVENUE, 12.2 M (40.0 FT) WEST
 NG0072'OF THE NEAR RAIL OF THE RAILROAD, 0.6 M (2.0 FT) EAST OF A FENCE AND
 NG0072'0.3 M (1.0 FT) EAST OF A CARSONITE WITNESS POST.
 NG0072
 NG0072                          STATION RECOVERY (1991)
 NG0072
 NG0072'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NG0072'STATION IS LOCATED IN QUAD 420862.  IT IS IN THE SOUTHWEST 1/4,
 NG0072'SECTION 34, T-3-S, R-16-W, HARTFORD TOWNSHIP AND ON THE HARTFORD
 NG0072'QUADRANGLE MAP.  IT IS ABOUT 6 MILES (9.7 KM) NORTHEAST FROM
 NG0072'WATERVLIET, 5-1/4 MILES SOUTHWEST FROM BANGOR, 2-1/2 MILES NORTH FROM
 NG0072'HARTFORD AND ON THE CHESAPEAKE AND OHIO RAILROAD RIGHT-OF-WAY. TO
 NG0072'REACH FROM THE INTERSECTION OF MAIN STREET AND CENTER STREET (COUNTY
 NG0072'ROAD 687), GO NORTH ON CENTER STREET FOR 2.62 MI (4.22 KM) TO
 NG0072'CROSSROAD, 48TH AVENUE, TURN RIGHT AND GO EAST ON 48TH AVENUE FOR 0.3
 NG0072'MI (0.5 KM) TO CHESAPEAKE AND OHIO RAILROAD CROSSING AND STATION ON
 NG0072'THE LEFT IN THE NORTHWEST QUADRANT OF CROSSING. STATION PROJECTS 1.0
 NG0072'FT (0.3 M) ABOVE THE GROUND.  IT IS 43.0 FT (13.1 M) NORTH FROM
 NG0072'CENTERLINE OF 48TH AVENUE, 40.0 FT (12.2 M) WEST FROM WESTERLY RAIL,
 NG0072'2.0 FT (0.6 M) EAST FROM RIGHT-OF-WAY FENCE AND 1.0 FT (0.3 M) EAST
 NG0072'FROM CARSONITE WITNESS POST.
 NG0072
 NG0072                          STATION RECOVERY (1993)
 NG0072
 NG0072'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (DRG)
 NG0072'A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 6.6 MI (10.6
 NG0072'KM) NORTHEAST OF WATERVLIET, 5.2 MI (8.4 KM) SOUTHWEST OF BANGOR AND
 NG0072'2.6 MI (4.2 KM) NORTH OF HARTFORD.  OWNERSHIP -- VAN BUREN COUNTY.  TO
 NG0072'REACH THE STATION FROM THE STOP LIGHT AT EAST MAIN AND NORTH CENTER
 NG0072'STREETS IN THE CENTER OF HARTFORD, GO NORTH ON NORTH CENTER STREET AND
 NG0072'COUNTY ROAD 687 FOR 2.62 MI (4.22 KM) TO GRAVELED CROSSROAD.  TURN
 NG0072'RIGHT AND GO EAST ON 48TH AVENUE FOR 0.29 MI (0.47 KM) TO A RAILROAD
 NG0072'CROSSING AND THE STATION IS ON THE LEFT.  THE STATION IS A STANDARD
 NG0072'CGS DISK SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 30
 NG0072'CM ABOVE THE GROUND.  LOCATED 13.1 M (43.0 FT) NORTH OF THE CENTER OF
 NG0072'48TH AVENUE, 12.2 M (40.0 FT) WEST OF THE NEAR RAIL OF THE RAILROAD,
 NG0072'0.6 M (2.0 FT) EAST OF A FENCE AND 0.3 M (1.0 FT) EAST OF A CARSONITE
 NG0072'WITNESS POST.
 NG0072
 NG0072                          STATION RECOVERY (1993)
 NG0072
 NG0072'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NG0072'STATION IS LOCATED IN QUAD 420862 ON THE HARTFORD QUADRANGLE MAP. IT
 NG0072'IS IN THE SOUTHWEST 1/4, SECTION 34, T-2-N, R-16-W, HARTFORD TOWNSHIP.
 NG0072'ABOUT 6.0 MILES NORTHEAST FROM WATERVLIET, 5.25 MILES SOUTHWEST FROM
 NG0072'BANGOR, 2.5 MILES NORTH FROM HARTFORD AND IN THE CHESAPEAKE AND OHIO
 NG0072'RAILROAD RIGHT-OF-WAY. TO REACH FROM THE CITY OF HARTFORD AT THE
 NG0072'INTERSECTION OF MAIN STREET AND CENTER STREET (COUNTY ROAD 687), GO
 NG0072'NORTH ALONG CENTER STREET FOR 2.62 MILES TO 48TH AVENUE. GO EAST ALONG
 NG0072'48TH AVENUE FOR 0.3 MILES TO CHESAPEAKE AND OHIO RAILROAD CROSSING AND
 NG0072'STATION ON THE LEFT AS DESCRIBED. STATION IS 43.0 FEET NORTH FROM
 NG0072'CENTER OF 48TH AVENUE, 40.0 FEET WEST FROM WESTERLY RAIL, 2.0 FEET
 NG0072'EAST FROM RIGHT-OF-WAY FENCE AND 1.0 FEET EAST FROM CARSONITE WITNESS
 NG0072'POST.
 NG0072
 NG0072                          STATION RECOVERY (1994)
 NG0072
 NG0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NG0072'THE STATION IS LOCATED IN QUAD 420862, IN THE SOUTHWEST 1/4 OF SECTION
 NG0072'34, T 2 S, R 16 W, HARTFORD TOWNSHIP, ABOUT 10.7 KM (6.65 MI)
 NG0072'NORTHEAST OF WATERVLIET, 8.4 KM (5.20 MI) SOUTHWEST OF BANGOR, 4.2 KM
 NG0072'(2.60 MI) NORTH OF HARTFORD.  OWNERSHIP--VAN BUREN COUNTY.  TO REACH
 NG0072'THE STATION FROM THE STOPLIGHT AT EAST MAIN AND NORTH CENTER STREETS
 NG0072'IN THE CENTER OF HARTFORD, GO NORTH ON NORTH CENTER STREET AND COUNTY
 NG0072'ROAD 687 FOR 4.21 KM (2.60 MI) TO A GRAVELED CROSSROAD.  TURN RIGHT
 NG0072'AND GO EAST ON 48TH AVENUE FOR 0.46 KM (0.30 MI) TO A RAILROAD
 NG0072'CROSSING AND THE STATION ON THE LEFT.  STATION IS 13.1 M (43.0 FT)
 NG0072'NORTH OF THE CENTER OF 48TH AVENUE, 12.2 M (40.0 FT) WEST OF THE NEAR
 NG0072'RAIL OF THE RAILROAD, 0.6 M (2.0 FT) EAST OF A FENCE, AND 0.3 M (1.0
 NG0072'FT) EAST OF A FIBERGLASS WITNESS POST.
 NG0072
 NG0072                          STATION RECOVERY (2000)
 NG0072
 NG0072'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NG0072'VAN BUREN COUNTY HARN MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0028 ***********************************************************************
 OL0028  DESIGNATION -  L 25
 OL0028  PID         -  OL0028
 OL0028  STATE/COUNTY-  MI/OTTAWA
 OL0028  USGS QUAD   -  GRAND HAVEN (1980)
 OL0028
 OL0028                         *CURRENT SURVEY CONTROL
 OL0028  ___________________________________________________________________
 OL0028* NAD 83(1986)-  43 03 59.     (N)    086 13 32.     (W)     SCALED    
 OL0028* NAVD 88     -       179.581  (meters)     589.18   (feet)  ADJUSTED  
 OL0028  ___________________________________________________________________
 OL0028  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0028  DYNAMIC HT  -         179.540 (meters)     589.04  (feet)  COMP
 OL0028  MODELED GRAV-     980,390.1   (mgal)                       NAVD 88
 OL0028
 OL0028  VERT ORDER  -  FIRST     CLASS II
 OL0028
 OL0028.The horizontal coordinates were scaled from a topographic map and have
 OL0028.an estimated accuracy of +/- 6 seconds.
 OL0028
 OL0028.The orthometric height was determined by differential leveling
 OL0028.and adjusted by the National Geodetic Survey in June 1991..
 OL0028
 OL0028.The geoid height was determined by GEOID03.
 OL0028
 OL0028.The dynamic height is computed by dividing the NAVD 88
 OL0028.geopotential number by the normal gravity value computed on the
 OL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0028.degrees latitude (g = 980.6199 gals.).
 OL0028
 OL0028.The modeled gravity was interpolated from observed gravity values.
 OL0028
 OL0028;                    North         East    Units  Estimated Accuracy
 OL0028;SPC MI S     -   175,660.    3,848,610.      MT  (+/- 180 meters Scaled)
 OL0028
 OL0028                          SUPERSEDED SURVEY CONTROL
 OL0028
 OL0028  NGVD 29 (??/??/92)  179.725  (m)          589.65   (f) ADJ UNCH    1 2
 OL0028
 OL0028.Superseded values are not recommended for survey control.
 OL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0028.See file dsdata.txt to determine how the superseded data were derived.
 OL0028
 OL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN630684(NAD 83)
 OL0028_MARKER: DB = BENCH MARK DISK
 OL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0028_STAMPING: 589.648 L 25 1930
 OL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0028+STABILITY: SURFACE MOTION
 OL0028
 OL0028  HISTORY     - Date     Condition        Report By
 OL0028  HISTORY     - 1930     MONUMENTED       CGS
 OL0028  HISTORY     - 1934     GOOD             NGS
 OL0028  HISTORY     - 1966     MARK NOT FOUND   NGS
 OL0028  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0028  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 OL0028  HISTORY     - 19920418 MARK NOT FOUND   USPSQD
 OL0028  HISTORY     - 19960922 GOOD             USPSQD
 OL0028  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 OL0028  HISTORY     - 20051205 MARK NOT FOUND   INDIV
 OL0028
 OL0028                          STATION DESCRIPTION
 OL0028
 OL0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0028'AT GRAND HAVEN.
 OL0028'AT GRAND HAVEN, OTTAWA COUNTY, 100 YARDS SOUTH OF THE CHESAPEAKE
 OL0028'AND OHIO RAILWAY STATION, DIRECTLY WEST OF A WATER TANK, AND
 OL0028'29.5 FEET WEST OF THE WEST RAIL.  A STANDARD DISK, STAMPED
 OL0028'589.648 L 25 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0028'8 INCHES ABOVE GROUND.
 OL0028
 OL0028                          STATION RECOVERY (1966)
 OL0028
 OL0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OL0028'MARK NOT FOUND.
 OL0028
 OL0028                          STATION RECOVERY (1984)
 OL0028
 OL0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0028'NOT RECOVERED THIS DATE, AREA HAS BEEN CLEARED AND IS NOW A PAVED
 OL0028'PARKING LOT.
 OL0028
 OL0028                          STATION RECOVERY (1988)
 OL0028
 OL0028'RECOVERY NOTE BY US POWER SQUADRON 1988 (RPB)
 OL0028'MARK NOT FOUND.
 OL0028
 OL0028                          STATION RECOVERY (1992)
 OL0028
 OL0028'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0028'MARK NOT FOUND.
 OL0028
 OL0028                          STATION RECOVERY (1996)
 OL0028
 OL0028'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0028'RECOVERED IN GOOD CONDITION.
 OL0028
 OL0028                          STATION RECOVERY (1997)
 OL0028
 OL0028'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0028'MARK NOT FOUND.
 OL0028
 OL0028                          STATION RECOVERY (2005)
 OL0028
 OL0028'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0011 ***********************************************************************
 OL0011  DESIGNATION -  L 26
 OL0011  PID         -  OL0011
 OL0011  STATE/COUNTY-  MI/MASON
 OL0011  USGS QUAD   -  
 OL0011
 OL0011                         *CURRENT SURVEY CONTROL
 OL0011  ___________________________________________________________________
 OL0011* NAD 83(1986)-  43 55 02.     (N)    086 24 49.     (W)     SCALED    
 OL0011* NAVD 88     -       207.088  (meters)     679.42   (feet)  ADJUSTED  
 OL0011  ___________________________________________________________________
 OL0011  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 OL0011  DYNAMIC HT  -         207.052 (meters)     679.30  (feet)  COMP
 OL0011  MODELED GRAV-     980,438.9   (mgal)                       NAVD 88
 OL0011
 OL0011  VERT ORDER  -  FIRST     CLASS II
 OL0011
 OL0011.The horizontal coordinates were scaled from a topographic map and have
 OL0011.an estimated accuracy of +/- 6 seconds.
 OL0011
 OL0011.The orthometric height was determined by differential leveling
 OL0011.and adjusted by the National Geodetic Survey in June 1991..
 OL0011.WARNING-Repeat measurements at this control monument indicate possible
 OL0011.vertical movement.
 OL0011
 OL0011.The geoid height was determined by GEOID03.
 OL0011
 OL0011.The dynamic height is computed by dividing the NAVD 88
 OL0011.geopotential number by the normal gravity value computed on the
 OL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0011.degrees latitude (g = 980.6199 gals.).
 OL0011
 OL0011.The modeled gravity was interpolated from observed gravity values.
 OL0011
 OL0011;                    North         East    Units  Estimated Accuracy
 OL0011;SPC MI C     -    68,810.    5,835,600.      MT  (+/- 180 meters Scaled)
 OL0011
 OL0011                          SUPERSEDED SURVEY CONTROL
 OL0011
 OL0011  NGVD 29 (??/??/92)  207.212  (m)          679.83   (f) ADJ UNCH    1 2
 OL0011
 OL0011.Superseded values are not recommended for survey control.
 OL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0011.See file dsdata.txt to determine how the superseded data were derived.
 OL0011
 OL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP470628(NAD 83)
 OL0011_MARKER: DB = BENCH MARK DISK
 OL0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OL0011_STAMPING: 679.828 L 26 1930
 OL0011_MARK LOGO: CGS   
 OL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0011+STABILITY: SURFACE MOTION
 OL0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0011+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0011
 OL0011  HISTORY     - Date     Condition        Report By
 OL0011  HISTORY     - 1930     MONUMENTED       CGS
 OL0011  HISTORY     - 1934     GOOD             NGS
 OL0011  HISTORY     - 1967     GOOD             NGS
 OL0011  HISTORY     - 1984     GOOD             NGS
 OL0011  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0011  HISTORY     - 19970807 GOOD             USPSQD
 OL0011  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0011  HISTORY     - 20021009 GOOD             USPSQD
 OL0011  HISTORY     - 20051014 GOOD             USPSQD
 OL0011
 OL0011                          STATION DESCRIPTION
 OL0011
 OL0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0011'11 MI N FROM PENTWATER.
 OL0011'IN MASON COUNTY, 11.0 MILES NORTH ALONG U.S. HIGHWAY 31 FROM
 OL0011'THE POST OFFICE AT PENTWATER, OCEAN COUNTY, 3.0 MILES SOUTH
 OL0011'OF THE INTERSECTION OF U.S. HIGHWAY 31A AND LUDINGTON STREET
 OL0011'(U.S. HIGHWAY 10 AND 31) AT LUDINGTON, MASON COUNTY, 50 YARDS
 OL0011'NORTH OF THE KOZY KORNER SERVICE STATION AND STORE, AT A SMALL
 OL0011'CULVERT, IN THE SOUTH END OF THE EAST HEADWALL, AND 4.8 FEET
 OL0011'EAST OF THE EAST EDGE OF THE CONCRETE PAVEMENT.  A STANDARD
 OL0011'DISK, STAMPED 679.828 L 26 1930.  THE MARK WAS FOUND 200 FEET
 OL0011'NORTH OF THE INTERSECTION OF LENZ AND HESSLUND ROADS.
 OL0011
 OL0011                          STATION RECOVERY (1967)
 OL0011
 OL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OL0011'RECOVERED IN GOOD CONDITION.
 OL0011
 OL0011                          STATION RECOVERY (1984)
 OL0011
 OL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0011'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.5 KM
 OL0011'(1.55 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0011'LUDINGTON, THENCE 3.9 KM (2.4 MI) SOUTH ALONG U.S. HIGHWAY 31, THENCE
 OL0011'0.6 KM (0.4 MI) SOUTH ALONG LENZ ROAD, AT A CONCRETE CULVERT UNDER THE
 OL0011'ROAD, SET IN TOP OF THE EAST CONCRETE HEADWALL, 4.26 METERS (14.0 FT)
 OL0011'EAST OF THE CENTERLINE OF THE ROAD, 15.84 METERS (52.0 FT)
 OL0011'NORTH-NORTHWEST OF A POWERLINE POLE WITH A TRANSFORMER, 14.78 METERS
 OL0011'(48.5 FT) EAST-NORTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE
 OL0011'WITH A JUNCTION BOX AT THE BASE, AND 0.79 METERS (2.6 FT) NORTH OF THE
 OL0011'SOUTH END OF THE EAST HEADWALL.
 OL0011'THE MARK IS 0.12 M ABOVE LENZ ROAD.
 OL0011
 OL0011                          STATION RECOVERY (1995)
 OL0011
 OL0011'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0011'MARK NOT FOUND.
 OL0011
 OL0011                          STATION RECOVERY (1997)
 OL0011
 OL0011'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0011'RECOVERED IN GOOD CONDITION.
 OL0011
 OL0011                          STATION RECOVERY (2001)
 OL0011
 OL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0011'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0011
 OL0011                          STATION RECOVERY (2002)
 OL0011
 OL0011'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0011'RECOVERED IN GOOD CONDITION.
 OL0011
 OL0011                          STATION RECOVERY (2005)
 OL0011
 OL0011'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0270 ***********************************************************************
 PL0270  DESIGNATION -  L 27
 PL0270  PID         -  PL0270
 PL0270  STATE/COUNTY-  MI/MANISTEE
 PL0270  USGS QUAD   -  COPEMISH (1987)
 PL0270
 PL0270                         *CURRENT SURVEY CONTROL
 PL0270  ___________________________________________________________________
 PL0270* NAD 83(1986)-  44 28 54.     (N)    085 55 28.     (W)     SCALED    
 PL0270* NAVD 88     -       245.690  (meters)     806.07   (feet)  ADJUSTED  
 PL0270  ___________________________________________________________________
 PL0270  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 PL0270  DYNAMIC HT  -         245.659 (meters)     805.97  (feet)  COMP
 PL0270  MODELED GRAV-     980,486.1   (mgal)                       NAVD 88
 PL0270
 PL0270  VERT ORDER  -  FIRST     CLASS II
 PL0270
 PL0270.The horizontal coordinates were scaled from a topographic map and have
 PL0270.an estimated accuracy of +/- 6 seconds.
 PL0270
 PL0270.The orthometric height was determined by differential leveling
 PL0270.and adjusted by the National Geodetic Survey in June 1991..
 PL0270
 PL0270.The geoid height was determined by GEOID03.
 PL0270
 PL0270.The dynamic height is computed by dividing the NAVD 88
 PL0270.geopotential number by the normal gravity value computed on the
 PL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0270.degrees latitude (g = 980.6199 gals.).
 PL0270
 PL0270.The modeled gravity was interpolated from observed gravity values.
 PL0270
 PL0270;                    North         East    Units  Estimated Accuracy
 PL0270;SPC MI C     -   130,650.    5,876,090.      MT  (+/- 180 meters Scaled)
 PL0270
 PL0270                          SUPERSEDED SURVEY CONTROL
 PL0270
 PL0270  NGVD 29 (??/??/92)  245.767  (m)          806.32   (f) ADJ UNCH    1 2
 PL0270
 PL0270.Superseded values are not recommended for survey control.
 PL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0270.See file dsdata.txt to determine how the superseded data were derived.
 PL0270
 PL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ855259(NAD 83)
 PL0270_MARKER: DB = BENCH MARK DISK
 PL0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0270_STAMPING: 806.321 L 27 1930
 PL0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0270+STABILITY: SURFACE MOTION
 PL0270
 PL0270  HISTORY     - Date     Condition        Report By
 PL0270  HISTORY     - 1930     MONUMENTED       CGS
 PL0270  HISTORY     - 1954     GOOD             NGS
 PL0270  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PL0270  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 PL0270
 PL0270                          STATION DESCRIPTION
 PL0270
 PL0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 PL0270'AT COPEMISH.
 PL0270'AT COPEMISH, MANISTEE COUNTY, AT THE JUNCTION OF THE ANN ARBOR AND
 PL0270'THE ABANDONED BRANCH OF THE MAINSTEE AND NORTHEASTERN RAILROADS,
 PL0270'AT THE NORTH CORNER OF THE BAGGAGE ROOM (A SMALL BUILDING JUST
 PL0270'SOUTHEAST OF THE STATION), AND 34.2 FEET NORTHEAST OF THE
 PL0270'NORTHEAST RAIL OF THE MANISTEE AND NORTHEASTERN RAILROAD
 PL0270'TRACK.  A STANDARD DISK, STAMPED 806.321 L 27 1930 AND SET IN
 PL0270'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 PL0270'NOTE-- 25 FEET SOUTH AND 16 FEET EAST OF THE SOUTHEAST CORNER OF
 PL0270'THE ANN ARBOR RAILROAD STATION, 35 FEET NORTHEAST OF THE
 PL0270'CENTERLINE OF THE RAILROAD TRACK.
 PL0270
 PL0270                          STATION RECOVERY (2001)
 PL0270
 PL0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0270'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 PL0270
 PL0270                          STATION RECOVERY (2004)
 PL0270
 PL0270'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0397 ***********************************************************************
 OJ0397  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0397  DESIGNATION -  L 29
 OJ0397  PID         -  OJ0397
 OJ0397  STATE/COUNTY-  MI/BAY
 OJ0397  USGS QUAD   -  PINCONNING (1973)
 OJ0397
 OJ0397                         *CURRENT SURVEY CONTROL
 OJ0397  ___________________________________________________________________
 OJ0397* NAD 83(1994)-  43 46 02.62400(N)    083 57 46.72084(W)     ADJUSTED  
 OJ0397* NAVD 88     -       178.203  (meters)     584.65   (feet)  ADJUSTED  
 OJ0397  ___________________________________________________________________
 OJ0397  X           -     485,206.192 (meters)                     COMP
 OJ0397  Y           -  -4,587,909.653 (meters)                     COMP
 OJ0397  Z           -   4,389,563.390 (meters)                     COMP
 OJ0397  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 OJ0397  ELLIP HEIGHT-         143.51  (meters)          (07/12/02) GPS OBS
 OJ0397  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 OJ0397  DYNAMIC HT  -         178.170 (meters)     584.55  (feet)  COMP
 OJ0397  MODELED GRAV-     980,431.6   (mgal)                       NAVD 88
 OJ0397  OBS GRAVITY -     980,435.8   (mgal)                       GRAV_OBS
 OJ0397
 OJ0397  HORZ ORDER  -  B
 OJ0397  VERT ORDER  -  FIRST     CLASS II
 OJ0397  ELLP ORDER  -  FOURTH    CLASS II
 OJ0397
 OJ0397.The horizontal coordinates were established by GPS observations
 OJ0397.and adjusted by the National Geodetic Survey in September 1995..
 OJ0397
 OJ0397.The orthometric height was determined by differential leveling
 OJ0397.and adjusted by the National Geodetic Survey in June 1991..
 OJ0397
 OJ0397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0397
 OJ0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0397
 OJ0397.The ellipsoidal height was determined by GPS observations
 OJ0397.and is referenced to NAD 83.
 OJ0397
 OJ0397.The geoid height was determined by GEOID03.
 OJ0397
 OJ0397.The dynamic height is computed by dividing the NAVD 88
 OJ0397.geopotential number by the normal gravity value computed on the
 OJ0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0397.degrees latitude (g = 980.6199 gals.).
 OJ0397
 OJ0397.The modeled gravity was interpolated from observed gravity values.
 OJ0397.The observed gravity was obtained from relative gravimeter ties
 OJ0397.to the IGSN71 gravity network.
 OJ0397
 OJ0397;                    North         East     Units Scale Factor Converg.
 OJ0397;SPC MI S     -   251,948.226 4,032,505.265   MT  1.00002562   +0 16 29.0
 OJ0397;SPC MI S     -   826,601.79 13,230,004.15   iFT  1.00002562   +0 16 29.0
 OJ0397;UTM  17      - 4,850,306.009   261,515.045   MT  1.00029961   -2 03 02.0
 OJ0397;UTM  16      - 4,850,522.070   744,444.869   MT  1.00033502   +2 06 06.6
 OJ0397
 OJ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0397!SPC MI S     -   0.99997750  x   1.00002562  =   1.00000312
 OJ0397!UTM  17      -   0.99997750  x   1.00029961  =   1.00027710
 OJ0397!UTM  16      -   0.99997750  x   1.00033502  =   1.00031251
 OJ0397
 OJ0397                          SUPERSEDED SURVEY CONTROL
 OJ0397
 OJ0397  ELLIP H (09/20/95)  143.52   (m)                       GP(       ) 1 2
 OJ0397  NAVD 88 (09/20/95)  178.20   (m)          584.6    (f) LEVELING    3  
 OJ0397  NGVD 29 (??/??/92)  178.394  (m)          585.28   (f) ADJ UNCH    1 2
 OJ0397
 OJ0397.Superseded values are not recommended for survey control.
 OJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0397.See file dsdata.txt to determine how the superseded data were derived.
 OJ0397
 OJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ6151550306(NAD 83)
 OJ0397_MARKER: DB = BENCH MARK DISK
 OJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0397_SP_SET: CONCRETE POST
 OJ0397_STAMPING: 585.281 L 29 1930
 OJ0397_MARK LOGO: CGS   
 OJ0397_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0397+STABILITY: SURFACE MOTION
 OJ0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0397+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2004
 OJ0397
 OJ0397  HISTORY     - Date     Condition        Report By
 OJ0397  HISTORY     - 1930     MONUMENTED       CGS
 OJ0397  HISTORY     - 1934     GOOD             NGS
 OJ0397  HISTORY     - 1983     GOOD             NGS
 OJ0397  HISTORY     - 19890301 GOOD             NGS
 OJ0397  HISTORY     - 19941103 GOOD             NGS
 OJ0397  HISTORY     - 19970525 GOOD             USPSQD
 OJ0397  HISTORY     - 20040418 GOOD             JCLS
 OJ0397  HISTORY     - 20040419 GOOD             JCLS
 OJ0397  HISTORY     - 20040511 GOOD             INDIV
 OJ0397  HISTORY     - 20040530 GOOD             WADTRI
 OJ0397
 OJ0397                          STATION DESCRIPTION
 OJ0397
 OJ0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0397'2 MI N FROM LINWOOD.
 OJ0397'2.0 MILES NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0397'STATION AT LINWOOD, BAY COUNTY, AT SURVEY STATION 6680+00 AT THE
 OJ0397'FIRST ROAD CROSSING SOUTH OF MILEPOST BC 13, 45 FEET SOUTH OF THE
 OJ0397'CENTERLINE OF THE ROAD, AND 34 FEET EAST OF THE EAST RAIL.  A
 OJ0397'STANDARD DISK, STAMPED 585.281 L 29 1930 AND SET IN THE TOP OF A
 OJ0397'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 OJ0397
 OJ0397                          STATION RECOVERY (1983)
 OJ0397
 OJ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0397'THE MARK IS 0.91 M BELOW RAILROAD.
 OJ0397'RECOVERED IN GOOD CONDITION.  NOTE, LOCATED AT CROSSING OF PREVO ROAD
 OJ0397'AND GRAND TRUNK RAILROAD.
 OJ0397'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 OJ0397
 OJ0397                          STATION RECOVERY (1989)
 OJ0397
 OJ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OJ0397'THE STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) EAST OF CRUMP, 9.0 KM
 OJ0397'(5.60 MI) SOUTH OF PINCONNING AND 3.6 KM (2.25 MI) NORTH OF LINWOOD.
 OJ0397'OWNERSHIP--PENN CENTRAL RAILROAD.
 OJ0397'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 OJ0397'KAWKAWLIN ROAD IN KAWKAWLIN, GO NORTH ON HIGHWAY 13 FOR 13.43 KM
 OJ0397'(8.35 MI) TO A CROSSROAD.  TURN RIGHT AND GO EAST ON PREVO ROAD FOR
 OJ0397'1.07 KM (0.65 MI) TO THE STATION ON THE RIGHT, JUST AFTER CROSSING THE
 OJ0397'PENN CENTRAL RAILROAD.
 OJ0397'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OJ0397'MONUMENT THAT PROJECTS 13 CM ABOVE THE GROUND.  LOCATED 12.8 M
 OJ0397'(42.0 FT) SOUTH OF THE CENTER OF PREVO ROAD, 10.4 M (34.1 FT) EAST OF
 OJ0397'THE NEAR RAIL, 9.6 M (31.5 FT) SOUTHWEST OF A UTILITY POLE, 3.8 M
 OJ0397'(12.5 FT) NORTHEAST OF AN UNDERGROUND CABLE WARNING POST AND 0.3 M
 OJ0397'(1.0 FT) SOUTH OF A CARSONITE WITNESS POST.
 OJ0397'DESCRIBED BY E.J. HANSMANN.
 OJ0397
 OJ0397                          STATION RECOVERY (1994)
 OJ0397
 OJ0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0397'STATION IS LOCATED IN QUAD 430834, ABOUT 5.9 MI (9.5 KM) EAST OF
 OJ0397'CRUMP, 5.6 MI (9.0 KM) SOUTH OF PINCONNING, 2.25 MI (3.62 KM) NORTH OF
 OJ0397'LINWOOD, IN THE SOUTHWEST 1/4 OF SECTION 23, T 16 N, R 4 E, FRASER
 OJ0397'TOWNSHIP.  OWNERSHIP--PENN CENTRAL TRANSPORTATION COMPANY.  TO REACH
 OJ0397'THE STATION FROM INTERSTATE 75 LINWOOD ROAD EXIT (NUMBER 173) , ABOUT
 OJ0397'2 MI (3.2 KM) WEST OF LINWOOD, GO EAST ON LINWOOD RD FOR 2.0 MI (3.2
 OJ0397'KM) TO STATE HIGHWAY 13.  TURN LEFT AND GO NORTH ON HIGHWAY 13 FOR 2.0
 OJ0397'MI (3.2 KM) TO PREVO RD.  TURN RIGHT AND GO EAST ON PREVO ROAD FOR
 OJ0397'0.75 MI (1.21 KM) ACROSS RAILROAD TRACKS TO THE STATION ON RIGHT.
 OJ0397'STATION PROJECTS 14 CM ABOVE GROUND.  IT IS 42.0 FT (12.8 M) SOUTH OF
 OJ0397'THE CENTER OF PREVO ROAD, 34.1 FT (10.4 M) EAST OF THE NEAR RAIL, 31.5
 OJ0397'FT (9.6 M) SOUTHWEST OF A UTILITY POLE, AND 1.0 FT (0.3 M) SOUTH OF A
 OJ0397'FIBERGLASS WITNESS POST.
 OJ0397
 OJ0397                          STATION RECOVERY (1997)
 OJ0397
 OJ0397'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0397'RECOVERED IN GOOD CONDITION.
 OJ0397
 OJ0397                          STATION RECOVERY (2004)
 OJ0397
 OJ0397'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 OJ0397'RECOVERED IN GOOD CONDITION.
 OJ0397
 OJ0397                          STATION RECOVERY (2004)
 OJ0397
 OJ0397'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004
 OJ0397'RECOVERED IN GOOD CONDITION.
 OJ0397
 OJ0397                          STATION RECOVERY (2004)
 OJ0397
 OJ0397'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OJ0397'RECOVERED IN GOOD CONDITION.
 OJ0397
 OJ0397                          STATION RECOVERY (2004)
 OJ0397
 OJ0397'RECOVERY NOTE BY WADE-TRIM INCORPORATED 2004 (DJR)
 OJ0397'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0531 ***********************************************************************
 RL0531  DESIGNATION -  L 290
 RL0531  PID         -  RL0531
 RL0531  STATE/COUNTY-  MI/HOUGHTON
 RL0531  USGS QUAD   -  
 RL0531
 RL0531                         *CURRENT SURVEY CONTROL
 RL0531  ___________________________________________________________________
 RL0531* NAD 83(1986)-  46 33 00.     (N)    088 48 10.     (W)     SCALED    
 RL0531* NAVD 88     -       408.059  (meters)    1338.77   (feet)  ADJUSTED  
 RL0531  ___________________________________________________________________
 RL0531  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 RL0531  DYNAMIC HT  -         408.069 (meters)    1338.81  (feet)  COMP
 RL0531  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RL0531
 RL0531  VERT ORDER  -  FIRST     CLASS II
 RL0531
 RL0531.The horizontal coordinates were scaled from a topographic map and have
 RL0531.an estimated accuracy of +/- 6 seconds.
 RL0531
 RL0531.The orthometric height was determined by differential leveling
 RL0531.and adjusted by the National Geodetic Survey in June 1991..
 RL0531
 RL0531.The geoid height was determined by GEOID03.
 RL0531
 RL0531.The dynamic height is computed by dividing the NAVD 88
 RL0531.geopotential number by the normal gravity value computed on the
 RL0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0531.degrees latitude (g = 980.6199 gals.).
 RL0531
 RL0531.The modeled gravity was interpolated from observed gravity values.
 RL0531
 RL0531;                    North         East    Units  Estimated Accuracy
 RL0531;SPC MI N     -   197,930.    7,861,770.      MT  (+/- 180 meters Scaled)
 RL0531
 RL0531                          SUPERSEDED SURVEY CONTROL
 RL0531
 RL0531  NGVD 29 (??/??/92)  408.059  (m)         1338.77   (f) ADJ UNCH    1 2
 RL0531
 RL0531.Superseded values are not recommended for survey control.
 RL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0531.See file dsdata.txt to determine how the superseded data were derived.
 RL0531
 RL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS617567(NAD 83)
 RL0531_MARKER: DB = BENCH MARK DISK
 RL0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0531_STAMPING: L 290 1940
 RL0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0531+STABILITY: SURFACE MOTION
 RL0531
 RL0531  HISTORY     - Date     Condition        Report By
 RL0531  HISTORY     - 1940     MONUMENTED       CGS
 RL0531  HISTORY     - 20040421 MARK NOT FOUND   GEOCAC
 RL0531
 RL0531                          STATION DESCRIPTION
 RL0531
 RL0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RL0531'6 MI NW FROM SIDNAW.
 RL0531'6 MILES NORTHWEST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0531'PACIFIC RAILROAD FROM THE STATION AT SIDNAW, HOUGHTON COUNTY,
 RL0531'2-1/2 POLES SOUTHEAST OF MILEPOST 368, AT A ROAD CROSSING, 50
 RL0531'FEET WEST OF THE CENTERLINE OF THE ROAD, 25 FEET NORTH OF THE
 RL0531'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF A WHITE WOODEN
 RL0531'WITNESS POST.  A STANDARD DISK, STAMPED L 290 1940 AND SET IN
 RL0531'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 RL0531
 RL0531                          STATION RECOVERY (2004)
 RL0531
 RL0531'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0531'THE GRAVEL ROAD IS NATIONAL FOREST ROAD NO. 1300 AND THERE HAS BEEN
 RL0531'RECENT ROAD CONSTRUCTION ALONG THIS 1 LANE ROAD.
 RL0531' 
 RL0531'A NEW METAL CULVERT IS NEAR THE DESCRIBED LOCATION, THE NEW ROAD GRADE
 RL0531'IS ABOUT 3 FT ABOVE THE ORIGINAL GROUND, MARK MAY BE BURIED UNDER 1/4
 RL0531'SLOPE.
 RL0531' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0086 ***********************************************************************
 QJ0086  CBN         -  This is a Cooperative Base Network Control Station.
 QJ0086  TIDAL BM    -  This is a Tidal Bench Mark.
 QJ0086  DESIGNATION -  L 293
 QJ0086  PID         -  QJ0086
 QJ0086  STATE/COUNTY-  MI/CHIPPEWA
 QJ0086  USGS QUAD   -  DE TOUR VILLAGE (1964)
 QJ0086
 QJ0086                         *CURRENT SURVEY CONTROL
 QJ0086  ___________________________________________________________________
 QJ0086* NAD 83(1994)-  45 59 31.72917(N)    083 53 57.64499(W)     ADJUSTED  
 QJ0086* NAVD 88     -       179.702  (meters)     589.57   (feet)  ADJUSTED  
 QJ0086  ___________________________________________________________________
 QJ0086  X           -     471,761.625 (meters)                     COMP
 QJ0086  Y           -  -4,413,907.696 (meters)                     COMP
 QJ0086  Z           -   4,564,743.909 (meters)                     COMP
 QJ0086  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 QJ0086  ELLIP HEIGHT-         142.87  (meters)          (07/12/02) GPS OBS
 QJ0086  GEOID HEIGHT-         -36.81  (meters)                     GEOID03
 QJ0086  DYNAMIC HT  -         179.704 (meters)     589.58  (feet)  COMP
 QJ0086  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QJ0086
 QJ0086  HORZ ORDER  -  B
 QJ0086  VERT ORDER  -  FIRST     CLASS 0
 QJ0086  ELLP ORDER  -  FOURTH    CLASS II
 QJ0086
 QJ0086.The horizontal coordinates were established by GPS observations
 QJ0086.and adjusted by the National Geodetic Survey in September 1995..
 QJ0086
 QJ0086.The orthometric height was determined by differential leveling
 QJ0086.and adjusted by the National Geodetic Survey in June 1991..
 QJ0086
 QJ0086.This Tidal Bench Mark is designated as VM 13074
 QJ0086.by the Center for Operational Oceanographic Products and Services.
 QJ0086
 QJ0086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QJ0086
 QJ0086.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0086
 QJ0086.The ellipsoidal height was determined by GPS observations
 QJ0086.and is referenced to NAD 83.
 QJ0086
 QJ0086.The geoid height was determined by GEOID03.
 QJ0086
 QJ0086.The dynamic height is computed by dividing the NAVD 88
 QJ0086.geopotential number by the normal gravity value computed on the
 QJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0086.degrees latitude (g = 980.6199 gals.).
 QJ0086
 QJ0086.The modeled gravity was interpolated from observed gravity values.
 QJ0086
 QJ0086;                    North         East     Units Scale Factor Converg.
 QJ0086;SPC MI N     -   139,049.622 8,240,139.420   MT  0.99991586   +2 14 28.0
 QJ0086;SPC MI N     -   456,199.55 27,034,578.15   iFT  0.99991586   +2 14 28.0
 QJ0086;UTM  17      - 5,097,262.723   275,468.391   MT  1.00021981   -2 05 10.3
 QJ0086
 QJ0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0086!SPC MI N     -   0.99997760  x   0.99991586  =   0.99989346
 QJ0086!UTM  17      -   0.99997760  x   1.00021981  =   1.00019741
 QJ0086
 QJ0086                          SUPERSEDED SURVEY CONTROL
 QJ0086
 QJ0086  ELLIP H (09/20/95)  142.90   (m)                       GP(       ) 1 2
 QJ0086  NAVD 88 (09/20/95)  179.70   (m)          589.6    (f) LEVELING    3  
 QJ0086
 QJ0086.Superseded values are not recommended for survey control.
 QJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0086.See file dsdata.txt to determine how the superseded data were derived.
 QJ0086
 QJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL7546897263(NAD 83)
 QJ0086_MARKER: F = FLANGE-ENCASED ROD
 QJ0086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QJ0086_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QJ0086_STAMPING: L 293 1983
 QJ0086_MARK LOGO: NGS   
 QJ0086_PROJECTION: FLUSH
 QJ0086_MAGNETIC: I = MARKER IS A STEEL ROD
 QJ0086_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QJ0086+STABILITY: POSITION/ELEVATION WELL
 QJ0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QJ0086+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2005
 QJ0086_ROD/PIPE-DEPTH: 9.75 meters
 QJ0086_SLEEVE-DEPTH  : 6.09 meters
 QJ0086
 QJ0086  HISTORY     - Date     Condition        Report By
 QJ0086  HISTORY     - 1983     MONUMENTED       NGS
 QJ0086  HISTORY     - 19940728 GOOD             USPSQD
 QJ0086  HISTORY     - 19940808 GOOD             NGS
 QJ0086  HISTORY     - 19940930 GOOD             NOS
 QJ0086  HISTORY     - 19950918 GOOD             NOS
 QJ0086  HISTORY     - 20010331 GOOD             NGS
 QJ0086  HISTORY     - 20050730 GOOD             NGS
 QJ0086
 QJ0086                          STATION DESCRIPTION
 QJ0086
 QJ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0086'IN DE TOUR VILLAGE.
 QJ0086'IN DE TOUR VILLAGE, SET IN THE EAST LAWN OF THE CENTRAL SAVINGS BANK
 QJ0086'LOCATED AT THE JUNCTION OF ELIZABETH STREET AND HURON STREET,
 QJ0086'12.80 METERS (42.0 FT) WEST OF THE CENTER OF HURON STREET,
 QJ0086'20.72 METERS (68.0 FT) SOUTH OF THE CENTER OF ELIZABETH STREET,
 QJ0086'7.16 METERS (23.5 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE BANK
 QJ0086'BUILDING, 4.17 METERS (13.7 FT) SOUTHEAST OF THE NORTHEAST CORNER,
 QJ0086'3.41 METERS (11.2 FT) EAST OF THE EAST FACE, AND 7.46 METERS (24.5 FT)
 QJ0086'NORTHWEST OF A POWERLINE POLE WITH THREE TRANSFORMERS.
 QJ0086'THE MARK IS 0.6 M ABOVE STREET.
 QJ0086
 QJ0086                          STATION RECOVERY (1994)
 QJ0086
 QJ0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 QJ0086'RECOVERED IN GOOD CONDITION.
 QJ0086
 QJ0086                          STATION RECOVERY (1994)
 QJ0086
 QJ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QJ0086'STATION IS LOCATED IN QUAD 450834, IN DETOUR VILLAGE, AT THE JUNCTION
 QJ0086'OF ELIZABETH STREET AND HURON STREET, IN THE EAST LAWN OF THE CENTRAL
 QJ0086'SAVINGS BANK, IN SECTION 35, T 42 N, R 4 E, DETOUR TOWNSHIP.
 QJ0086'OWNERSHIP--CENTRAL SAVINGS BANK, MANAGER CHRISTINE HENSON, 109
 QJ0086'ELIZABETH STREET, DETOUR VILLAGE MI 49752, PHONE 906-297-3061.  TO
 QJ0086'REACH STATION FROM THE JUNCTION OF STATE HIGHWAY 134 AND ELIZABETH
 QJ0086'STREET IN DETOUR VILLAGE, GO EAST ON ELIZABETH STREET FOR 0.1 MI (0.2
 QJ0086'KM) TO HURON STREET, THE BANK, AND THE STATION ON THE RIGHT. DATUM CAP
 QJ0086'IS RECESSED 14 CM BELOW ACCESS COVER FLUSH WITH THE GROUND.  STATION
 QJ0086'IS 12.8 M (42.0 FT) WEST FROM THE CENTER OF HURON STREET, 7.5 M (24.6
 QJ0086'FT) NORTHWEST FROM A POWERLINE POLE WITH THREE TRANSFORMERS, 7.1 M
 QJ0086'(23.3 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF THE BANK BUILDING,
 QJ0086'7.0 M (23.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 3.4
 QJ0086'M (11.2 FT) EAST OF THE EAST FACE OF THE BUILDING AND 0.6 M (2.0 FT)
 QJ0086'ABOVE THE LEVEL OF THE STREET. NOTE--TELESCOPIC KINPOLE SHOULD BE USED
 QJ0086'AT THIS STATION IF AVAILABLE.
 QJ0086
 QJ0086                          STATION RECOVERY (1994)
 QJ0086
 QJ0086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (MJB)
 QJ0086'IN DE TOUR VILLAGE, SET IN THE EAST LAWN OF THE CENTRAL SAVINGS BANK
 QJ0086'LOCATED AT THE JUNCTION OF ELIZABETH STREET AND HURON STREET, 12.80
 QJ0086'METERS (41.99 FT) WEST OF THE CENTER OF HURON STREET, 20.72 METERS
 QJ0086'(67.98 FT) SOUTH OF THE CENTER OF ELIZABETH STREET, 7.16 METERS (23.49
 QJ0086'FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE BANK BUILDING, 4.17
 QJ0086'METERS (13.68 FT) SOUTHEAST OF THE NORTHEAST CORNER, 3.41 METERS
 QJ0086'(11.19 FT) EAST OF THE EAST FACE, AND 7.46 METERS (24.48 FT) NORTHWEST
 QJ0086'OF A POWERLINE POLE WITH THREE TRANSFORMERS.
 QJ0086
 QJ0086                          STATION RECOVERY (1995)
 QJ0086
 QJ0086'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (MJB)
 QJ0086'RECOVERED AS DESCRIBED.
 QJ0086
 QJ0086                          STATION RECOVERY (2001)
 QJ0086
 QJ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QJ0086'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QJ0086
 QJ0086                          STATION RECOVERY (2005)
 QJ0086
 QJ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 QJ0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0651 ***********************************************************************
 RJ0651  DESIGNATION -  L 294
 RJ0651  PID         -  RJ0651
 RJ0651  STATE/COUNTY-  MI/CHIPPEWA
 RJ0651  USGS QUAD   -  GOETZVILLE (1976)
 RJ0651
 RJ0651                         *CURRENT SURVEY CONTROL
 RJ0651  ___________________________________________________________________
 RJ0651* NAD 83(1986)-  46 02 46.     (N)    084 05 30.     (W)     SCALED    
 RJ0651* NAVD 88     -       226.079  (meters)     741.73   (feet)  ADJUSTED  
 RJ0651  ___________________________________________________________________
 RJ0651  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ0651  DYNAMIC HT  -         226.084 (meters)     741.74  (feet)  COMP
 RJ0651  MODELED GRAV-     980,630.3   (mgal)                       NAVD 88
 RJ0651
 RJ0651  VERT ORDER  -  FIRST     CLASS 0
 RJ0651
 RJ0651.The horizontal coordinates were scaled from a topographic map and have
 RJ0651.an estimated accuracy of +/- 6 seconds.
 RJ0651
 RJ0651.The orthometric height was determined by differential leveling
 RJ0651.and adjusted by the National Geodetic Survey in June 1991..
 RJ0651
 RJ0651.The geoid height was determined by GEOID03.
 RJ0651
 RJ0651.The dynamic height is computed by dividing the NAVD 88
 RJ0651.geopotential number by the normal gravity value computed on the
 RJ0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0651.degrees latitude (g = 980.6199 gals.).
 RJ0651
 RJ0651.The modeled gravity was interpolated from observed gravity values.
 RJ0651
 RJ0651;                    North         East    Units  Estimated Accuracy
 RJ0651;SPC MI N     -   144,480.    8,225,030.      MT  (+/- 180 meters Scaled)
 RJ0651
 RJ0651                          SUPERSEDED SURVEY CONTROL
 RJ0651
 RJ0651.No superseded survey control is available for this station.
 RJ0651
 RJ0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS250032(NAD 83)
 RJ0651_MARKER: I = METAL ROD
 RJ0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0651_SP_SET: STAINLESS STEEL ROD
 RJ0651_STAMPING: L 294 1983
 RJ0651_MARK LOGO: NGS   
 RJ0651_PROJECTION: RECESSED 3 CENTIMETERS
 RJ0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0651_ROD/PIPE-DEPTH: 14.6 meters
 RJ0651
 RJ0651  HISTORY     - Date     Condition        Report By
 RJ0651  HISTORY     - 1983     MONUMENTED       NGS
 RJ0651  HISTORY     - 19940729 GOOD             USPSQD
 RJ0651
 RJ0651                          STATION DESCRIPTION
 RJ0651
 RJ0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0651'1.3 KM (0.8 MI) SOUTH FROM GOETZVILLE.
 RJ0651'1.3 KM (0.8 MI) SOUTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0651'GOETZVILLE, AT A GRAVELED ROAD LEADING EAST TO A MICROWAVE TOWER, AT
 RJ0651'THE SOUTHWEST CORNER OF A SECURITY FENCE AROUND THE MICROWAVE TOWER
 RJ0651'BUILDING, 83.97 METERS (275.5 FT) EAST OF THE CENTERLINE OF THE
 RJ0651'HIGHWAY, 3.96 METERS (13.0 FT) SOUTH OF THE CENTER OF THE GRAVELED
 RJ0651'ROAD AT THE SECURITY FENCE, 5.57 METERS (18.3 FT) SOUTH OF THE CENTER
 RJ0651'OF A GATE IN THE WEST SECURITY FENCE, 0.54 METERS (1.8 FT)
 RJ0651'NORTH-NORTHWEST OF THE SOUTHWEST CORNER FENCE POST, AND 0.3 METER
 RJ0651'(1.0 FT) WEST OF THE FENCE.  NOTE, ROD ANCHORED AT THIS DEPTH.
 RJ0651'THE MARK IS 0.48 METERS  SW FROM A WITNESS POST.
 RJ0651'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD.
 RJ0651
 RJ0651                          STATION RECOVERY (1994)
 RJ0651
 RJ0651'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0598 ***********************************************************************
 RJ0598  DESIGNATION -  L 295
 RJ0598  PID         -  RJ0598
 RJ0598  STATE/COUNTY-  MI/CHIPPEWA
 RJ0598  USGS QUAD   -  BRIMLEY (1975)
 RJ0598
 RJ0598                         *CURRENT SURVEY CONTROL
 RJ0598  ___________________________________________________________________
 RJ0598* NAD 83(1986)-  46 25 06.     (N)    084 30 05.     (W)     SCALED    
 RJ0598* NAVD 88     -       202.720  (meters)     665.09   (feet)  POSTED    
 RJ0598  ___________________________________________________________________
 RJ0598  GEOID HEIGHT-         -36.44  (meters)                     GEOID03
 RJ0598  DYNAMIC HT  -         202.730 (meters)     665.12  (feet)  COMP
 RJ0598  MODELED GRAV-     980,660.4   (mgal)                       NAVD 88
 RJ0598
 RJ0598  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RJ0598
 RJ0598.The horizontal coordinates were scaled from a topographic map and have
 RJ0598.an estimated accuracy of +/- 6 seconds.
 RJ0598
 RJ0598.The orthometric height was determined by differential leveling
 RJ0598.and adjusted by the National Geodetic Survey in 1992..
 RJ0598.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RJ0598.rate of 2.1 thru 3.0 mm/km.
 RJ0598
 RJ0598.The geoid height was determined by GEOID03.
 RJ0598
 RJ0598.The dynamic height is computed by dividing the NAVD 88
 RJ0598.geopotential number by the normal gravity value computed on the
 RJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0598.degrees latitude (g = 980.6199 gals.).
 RJ0598
 RJ0598.The modeled gravity was interpolated from observed gravity values.
 RJ0598
 RJ0598;                    North         East    Units  Estimated Accuracy
 RJ0598;SPC MI N     -   184,750.    8,192,040.      MT  (+/- 180 meters Scaled)
 RJ0598
 RJ0598                          SUPERSEDED SURVEY CONTROL
 RJ0598
 RJ0598.No superseded survey control is available for this station.
 RJ0598
 RJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS920435(NAD 83)
 RJ0598_MARKER: I = METAL ROD
 RJ0598_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0598_SP_SET: STAINLESS STEEL ROD
 RJ0598_STAMPING: L 295 1983
 RJ0598_MARK LOGO: NGS   
 RJ0598_PROJECTION: RECESSED 10 CENTIMETERS
 RJ0598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0598_ROD/PIPE-DEPTH: 26.8 meters
 RJ0598
 RJ0598  HISTORY     - Date     Condition        Report By
 RJ0598  HISTORY     - 1983     MONUMENTED       NGS
 RJ0598
 RJ0598                          STATION DESCRIPTION
 RJ0598
 RJ0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0598'6.4 KM (3.95 MI) NE FROM BRIMLEY.
 RJ0598'0.8 KM (0.5 MI) NORTH ALONG STATE HIGHWAY 221 FROM THE POST OFFICE IN
 RJ0598'BRIMLEY TO THE JUNCTION OF WAISKA BAY ROAD, THENCE 5.6 KM (3.45 MI)
 RJ0598'EAST ON WAISKA BAY ROAD TO THE MARK, SET ON THE SOUTH SIDE OF THE
 RJ0598'ROAD, 17.1 METERS (56.0 FT) SOUTH OF THE CENTERLINE OF WAISKA BAY
 RJ0598'ROAD, 10.4 METERS (34.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 RJ0598'A GARAGE, 6.5 METERS (21.2 FT) EAST OF THE CENTER OF A DRIVEWAY, AND
 RJ0598'0.6 METER (2.0 FT) NORTH OF A SMALL POWERLINE POLE.  NOTE, ROD DRIVEN
 RJ0598'TO REFUSAL.
 RJ0598'THE MARK IS 0.7 METERS  N FROM A WITNESS POST.
 RJ0598'THE MARK IS 0.9 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0632 ***********************************************************************
 RJ0632  DESIGNATION -  L 296
 RJ0632  PID         -  RJ0632
 RJ0632  STATE/COUNTY-  MI/CHIPPEWA
 RJ0632  USGS QUAD   -  PICKFORD (1975)
 RJ0632
 RJ0632                         *CURRENT SURVEY CONTROL
 RJ0632  ___________________________________________________________________
 RJ0632* NAD 83(1986)-  46 14 19.     (N)    084 16 49.     (W)     SCALED    
 RJ0632* NAVD 88     -       184.496  (meters)     605.30   (feet)  ADJUSTED  
 RJ0632  ___________________________________________________________________
 RJ0632  GEOID HEIGHT-         -36.37  (meters)                     GEOID03
 RJ0632  DYNAMIC HT  -         184.506 (meters)     605.33  (feet)  COMP
 RJ0632  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 RJ0632
 RJ0632  VERT ORDER  -  FIRST     CLASS 0
 RJ0632
 RJ0632.The horizontal coordinates were scaled from a topographic map and have
 RJ0632.an estimated accuracy of +/- 6 seconds.
 RJ0632
 RJ0632.The orthometric height was determined by differential leveling
 RJ0632.and adjusted by the National Geodetic Survey in June 1991..
 RJ0632
 RJ0632.The geoid height was determined by GEOID03.
 RJ0632
 RJ0632.The dynamic height is computed by dividing the NAVD 88
 RJ0632.geopotential number by the normal gravity value computed on the
 RJ0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0632.degrees latitude (g = 980.6199 gals.).
 RJ0632
 RJ0632.The modeled gravity was interpolated from observed gravity values.
 RJ0632
 RJ0632;                    North         East    Units  Estimated Accuracy
 RJ0632;SPC MI N     -   165,340.    8,209,710.      MT  (+/- 180 meters Scaled)
 RJ0632
 RJ0632                          SUPERSEDED SURVEY CONTROL
 RJ0632
 RJ0632.No superseded survey control is available for this station.
 RJ0632
 RJ0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS096241(NAD 83)
 RJ0632_MARKER: I = METAL ROD
 RJ0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0632_SP_SET: STAINLESS STEEL ROD
 RJ0632_STAMPING: L 296 1983
 RJ0632_MARK LOGO: NGS   
 RJ0632_PROJECTION: FLUSH
 RJ0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0632_ROD/PIPE-DEPTH: 7.3  meters
 RJ0632
 RJ0632  HISTORY     - Date     Condition        Report By
 RJ0632  HISTORY     - 1983     MONUMENTED       NGS
 RJ0632
 RJ0632                          STATION DESCRIPTION
 RJ0632
 RJ0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0632'5.5 KM (3.4 MI) SOUTH FROM BARBEAU.
 RJ0632'5.5 KM (3.4 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0632'BARBEAU TO THE MARK ON THE RIGHT, 8.7 METERS (28.5 FT) WEST OF THE
 RJ0632'CENTER OF RIVERSIDE ROAD, 24.9 METERS (81.7 FT) EAST OF NORTHEAST
 RJ0632'CORNER OF ONE STORY HOUSE, 14.6 METERS (48.1 FT) SOUTH OF THE CENTER
 RJ0632'OF NORTH DRIVEWAY TO HOUSE, 9.6 METERS (31.4 FT) NORTH OF THE CENTER
 RJ0632'OF SOUTH DRIVEWAY TO HOUSE, AND 1.0 METER (3.2 FT) NORTHEAST OF
 RJ0632'POWERLINE POLE NUMBER PD 2-21-83 A.
 RJ0632'THE MARK IS 0.7 METERS  NE FROM A WITNESS POST.
 RJ0632'THE MARK IS 0.6 M BELOW RIVERSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0673 ***********************************************************************
 RJ0673  DESIGNATION -  L 297
 RJ0673  PID         -  RJ0673
 RJ0673  STATE/COUNTY-  MI/CHIPPEWA
 RJ0673  USGS QUAD   -  OAK RIDGE (1976)
 RJ0673
 RJ0673                         *CURRENT SURVEY CONTROL
 RJ0673  ___________________________________________________________________
 RJ0673* NAD 83(1986)-  46 17 53.     (N)    084 09 24.     (W)     SCALED    
 RJ0673* NAVD 88     -       204.497  (meters)     670.92   (feet)  ADJUSTED  
 RJ0673  ___________________________________________________________________
 RJ0673  GEOID HEIGHT-         -36.56  (meters)                     GEOID03
 RJ0673  DYNAMIC HT  -         204.508 (meters)     670.96  (feet)  COMP
 RJ0673  MODELED GRAV-     980,663.6   (mgal)                       NAVD 88
 RJ0673
 RJ0673  VERT ORDER  -  FIRST     CLASS 0
 RJ0673
 RJ0673.The horizontal coordinates were scaled from a topographic map and have
 RJ0673.an estimated accuracy of +/- 6 seconds.
 RJ0673
 RJ0673.The orthometric height was determined by differential leveling
 RJ0673.and adjusted by the National Geodetic Survey in June 1991..
 RJ0673
 RJ0673.The geoid height was determined by GEOID03.
 RJ0673
 RJ0673.The dynamic height is computed by dividing the NAVD 88
 RJ0673.geopotential number by the normal gravity value computed on the
 RJ0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0673.degrees latitude (g = 980.6199 gals.).
 RJ0673
 RJ0673.The modeled gravity was interpolated from observed gravity values.
 RJ0673
 RJ0673;                    North         East    Units  Estimated Accuracy
 RJ0673;SPC MI N     -   172,280.    8,219,000.      MT  (+/- 180 meters Scaled)
 RJ0673
 RJ0673                          SUPERSEDED SURVEY CONTROL
 RJ0673
 RJ0673.No superseded survey control is available for this station.
 RJ0673
 RJ0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS189310(NAD 83)
 RJ0673_MARKER: I = METAL ROD
 RJ0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0673_SP_SET: STAINLESS STEEL ROD
 RJ0673_STAMPING: L 297 1983
 RJ0673_MARK LOGO: NGS   
 RJ0673_PROJECTION: FLUSH
 RJ0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0673_ROD/PIPE-DEPTH: 5.5  meters
 RJ0673
 RJ0673  HISTORY     - Date     Condition        Report By
 RJ0673  HISTORY     - 1983     MONUMENTED       NGS
 RJ0673
 RJ0673                          STATION DESCRIPTION
 RJ0673
 RJ0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0673'5.3 KM (3.3 MI) ENE FROM OAK RIDGE.
 RJ0673'4.3 KM (2.65 MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY
 RJ0673'LANDING IN OAK RIDGE ON NEEBISH ISLAND, THENCE 1.0 KM (0.65 MI) NORTH
 RJ0673'ALONG BRANDER ROAD (A DIRT ROAD), AT THE FIRST POWERLINE POLE NORTH OF
 RJ0673'BENCH MARK RIP, 8.5 METERS (28.0 FT) WEST OF THE APPROXIMATE CENTER OF
 RJ0673'THE ROAD, AND 0.67 METERS (2.2 FT) SOUTH-SOUTHWEST OF POWERLINE POLE
 RJ0673'NUMBER NE2 41-10.  NOTE, DRIVEN TO REFUSAL.
 RJ0673'THE MARK IS 0.31 METERS  N FROM A WITNESS POST.
 RJ0673'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0678 ***********************************************************************
 OJ0678  DESIGNATION -  L 299
 OJ0678  PID         -  OJ0678
 OJ0678  STATE/COUNTY-  MI/BAY
 OJ0678  USGS QUAD   -  BAY CITY (1973)
 OJ0678
 OJ0678                         *CURRENT SURVEY CONTROL
 OJ0678  ___________________________________________________________________
 OJ0678* NAD 83(1986)-  43 36 35.     (N)    083 54 52.     (W)     SCALED    
 OJ0678* NAVD 88     -       183.267  (meters)     601.27   (feet)  ADJUSTED  
 OJ0678  ___________________________________________________________________
 OJ0678  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0678  DYNAMIC HT  -         183.231 (meters)     601.15  (feet)  COMP
 OJ0678  MODELED GRAV-     980,421.2   (mgal)                       NAVD 88
 OJ0678
 OJ0678  VERT ORDER  -  FIRST     CLASS II
 OJ0678
 OJ0678.The horizontal coordinates were scaled from a topographic map and have
 OJ0678.an estimated accuracy of +/- 6 seconds.
 OJ0678
 OJ0678.The orthometric height was determined by differential leveling
 OJ0678.and adjusted by the National Geodetic Survey in June 1991..
 OJ0678
 OJ0678.The geoid height was determined by GEOID03.
 OJ0678
 OJ0678.The dynamic height is computed by dividing the NAVD 88
 OJ0678.geopotential number by the normal gravity value computed on the
 OJ0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0678.degrees latitude (g = 980.6199 gals.).
 OJ0678
 OJ0678.The modeled gravity was interpolated from observed gravity values.
 OJ0678
 OJ0678;                    North         East    Units  Estimated Accuracy
 OJ0678;SPC MI S     -   234,450.    4,036,510.      MT  (+/- 180 meters Scaled)
 OJ0678
 OJ0678                          SUPERSEDED SURVEY CONTROL
 OJ0678
 OJ0678.No superseded survey control is available for this station.
 OJ0678
 OJ0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ648326(NAD 83)
 OJ0678_MARKER: I = METAL ROD
 OJ0678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0678_SP_SET: STAINLESS STEEL ROD
 OJ0678_STAMPING: L 299 1983
 OJ0678_MARK LOGO: NGS   
 OJ0678_PROJECTION: RECESSED 5 CENTIMETERS
 OJ0678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0678_ROD/PIPE-DEPTH: 4.87 meters
 OJ0678
 OJ0678  HISTORY     - Date     Condition        Report By
 OJ0678  HISTORY     - 1983     MONUMENTED       NGS
 OJ0678  HISTORY     - 19950915 GOOD             USPSQD
 OJ0678
 OJ0678                          STATION DESCRIPTION
 OJ0678
 OJ0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0678'IN BAY CITY.
 OJ0678'IN BAY CITY, THE MARK IS SET NORTHEAST OF THE INTERSECTION OF WEST
 OJ0678'NORTH UNION STREET AND STATE HIGHWAY 13 BY A POWERLINE POLE IN BAY
 OJ0678'CITY, 13.71 METERS (45.0 FT) EAST OF CENTERLINE OF HIGHWAY 13,
 OJ0678'30.48 METERS (100.0 FT) WEST OF THE WEST WALL OF ONE STORY BUILDING
 OJ0678'(AT PRESENT NICHOLS APPLIANCE STORE), 29.38 METERS (96.4 FT) NORTH OF
 OJ0678'CENTERLINE OF WEST NORTH UNION STREET, AND 1.92 METERS (6.3 FT) SOUTH
 OJ0678'OF POWERLINE POLE.  NOTE, ROD DRIVEN TO REFUSAL.
 OJ0678'THE MARK IS 0.15 M ABOVE HIGHWAY 13.
 OJ0678
 OJ0678                          STATION RECOVERY (1995)
 OJ0678
 OJ0678'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0307 ***********************************************************************
 QL0307  DESIGNATION -  L 30
 QL0307  PID         -  QL0307
 QL0307  STATE/COUNTY-  MI/MENOMINEE
 QL0307  USGS QUAD   -  STEPHENSON (1982)
 QL0307
 QL0307                         *CURRENT SURVEY CONTROL
 QL0307  ___________________________________________________________________
 QL0307* NAD 83(1986)-  45 27 46.     (N)    087 36 19.     (W)     SCALED    
 QL0307* NAVD 88     -       213.260  (meters)     699.67   (feet)  ADJUSTED  
 QL0307  ___________________________________________________________________
 QL0307  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 QL0307  DYNAMIC HT  -         213.246 (meters)     699.62  (feet)  COMP
 QL0307  MODELED GRAV-     980,545.4   (mgal)                       NAVD 88
 QL0307
 QL0307  VERT ORDER  -  FIRST     CLASS II
 QL0307
 QL0307.The horizontal coordinates were scaled from a topographic map and have
 QL0307.an estimated accuracy of +/- 6 seconds.
 QL0307
 QL0307.The orthometric height was determined by differential leveling
 QL0307.and adjusted by the National Geodetic Survey in June 1991..
 QL0307
 QL0307.The geoid height was determined by GEOID03.
 QL0307
 QL0307.The dynamic height is computed by dividing the NAVD 88
 QL0307.geopotential number by the normal gravity value computed on the
 QL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0307.degrees latitude (g = 980.6199 gals.).
 QL0307
 QL0307.The modeled gravity was interpolated from observed gravity values.
 QL0307
 QL0307;                    North         East    Units  Estimated Accuracy
 QL0307;SPC MI N     -    75,700.    7,952,660.      MT  (+/- 180 meters Scaled)
 QL0307
 QL0307                          SUPERSEDED SURVEY CONTROL
 QL0307
 QL0307  NGVD 29 (??/??/92)  213.276  (m)          699.72   (f) ADJ UNCH    1 2
 QL0307
 QL0307.Superseded values are not recommended for survey control.
 QL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0307.See file dsdata.txt to determine how the superseded data were derived.
 QL0307
 QL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR526345(NAD 83)
 QL0307_MARKER: DB = BENCH MARK DISK
 QL0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0307_STAMPING: 699.723 L 30 1930
 QL0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0307+STABILITY: SURFACE MOTION
 QL0307
 QL0307  HISTORY     - Date     Condition        Report By
 QL0307  HISTORY     - 1930     MONUMENTED       CGS
 QL0307  HISTORY     - 1951     GOOD             NGS
 QL0307  HISTORY     - 1980     MARK NOT FOUND   USGS
 QL0307
 QL0307                          STATION DESCRIPTION
 QL0307
 QL0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 QL0307'AT DAGGETT.
 QL0307'AT DAGGETT, MENOMINEE COUNTY, 50.5 FEET NORTH OF THE NORTH END
 QL0307'OF THE CHICAGO AND NORTH WESTERN RAILWAY STATION, 45 FEET WEST
 QL0307'OF THE CENTERLINE OF OLD U.S. HIGHWAY 41, AND 33.5 FEET EAST OF
 QL0307'THE EAST RAIL.  A STANDARD DISK, STAMPED 699.723 L 30 1930 AND
 QL0307'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 QL0307'GROUND.
 QL0307
 QL0307                          STATION RECOVERY (1980)
 QL0307
 QL0307'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 QL0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0533 ***********************************************************************
 QK0533  DESIGNATION -  L 301
 QK0533  PID         -  QK0533
 QK0533  STATE/COUNTY-  MI/CHEBOYGAN
 QK0533  USGS QUAD   -  
 QK0533
 QK0533                         *CURRENT SURVEY CONTROL
 QK0533  ___________________________________________________________________
 QK0533* NAD 83(1986)-  45 39 30.     (N)    084 19 25.     (W)     SCALED    
 QK0533* NAVD 88     -       199.104  (meters)     653.23   (feet)  ADJUSTED  
 QK0533  ___________________________________________________________________
 QK0533  GEOID HEIGHT-         -36.28  (meters)                     GEOID03
 QK0533  DYNAMIC HT  -         199.101 (meters)     653.22  (feet)  COMP
 QK0533  MODELED GRAV-     980,593.1   (mgal)                       NAVD 88
 QK0533  OBS GRAVITY -     980,588.1   (mgal)                       GRAV_OBS
 QK0533
 QK0533  VERT ORDER  -  FIRST     CLASS II
 QK0533
 QK0533.The horizontal coordinates were scaled from a topographic map and have
 QK0533.an estimated accuracy of +/- 6 seconds.
 QK0533
 QK0533.The orthometric height was determined by differential leveling
 QK0533.and adjusted by the National Geodetic Survey in June 1991..
 QK0533
 QK0533.The geoid height was determined by GEOID03.
 QK0533
 QK0533.The dynamic height is computed by dividing the NAVD 88
 QK0533.geopotential number by the normal gravity value computed on the
 QK0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0533.degrees latitude (g = 980.6199 gals.).
 QK0533
 QK0533.The modeled gravity was interpolated from observed gravity values.
 QK0533.The observed gravity was obtained from relative gravimeter ties
 QK0533.to the IGSN71 gravity network.
 QK0533
 QK0533;                    North         East    Units  Estimated Accuracy
 QK0533;SPC MI C     -   260,210.    6,003,360.      MT  (+/- 180 meters Scaled)
 QK0533
 QK0533                          SUPERSEDED SURVEY CONTROL
 QK0533
 QK0533.No superseded survey control is available for this station.
 QK0533
 QK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR085595(NAD 83)
 QK0533_MARKER: I = METAL ROD
 QK0533_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0533_SP_SET: STAINLESS STEEL ROD
 QK0533_STAMPING: L 301 1983
 QK0533_MARK LOGO: NGS   
 QK0533_PROJECTION: RECESSED 3 CENTIMETERS
 QK0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0533_ROD/PIPE-DEPTH: 9.75 meters
 QK0533
 QK0533  HISTORY     - Date     Condition        Report By
 QK0533  HISTORY     - 1983     MONUMENTED       NGS
 QK0533
 QK0533                          STATION DESCRIPTION
 QK0533
 QK0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0533'13.4 KM (8.3 MI) EAST FROM CHEBOYGAN.
 QK0533'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0533'THE POST OFFICE IN CHEBOYGAN, THENCE 12.8 KM (7.95 MI) EAST ALONG U.S.
 QK0533'HIGHWAY 23 (STATE STREET) AT A SIDE ROAD (LAKEVIEW DRIVE) LEADING
 QK0533'NORTH TO CORDWOOD POINT, 1.0 KM (0.6 MI) NORTHWEST ALONG U.S. HIGHWAY
 QK0533'23 FROM HIGHBANKS ROAD, 25.29 METERS (83.0 FT) NORTH OF THE CENTERLINE
 QK0533'OF HIGHWAY 23, 9.35 METERS (30.7 FT) EAST OF THE CENTER OF LAKEVEIW
 QK0533'DRIVE, 4.66 METERS (15.3 FT) SOUTH OF A TELEPHONE POLE NUMBERED 2455
 QK0533'WITH TWO CABLES GOING UNDERGROUND, AND 0.67 METER (2.2 FT) NORTHWEST
 QK0533'OF THE EYE OF THE SOUTH ONE OF TWO GALVANIZED ANCHOR RODS.  NOTE, ROD
 QK0533'WAS DRIVEN TO DRIVING RATE AND ANCHORED AT THIS DEPTH.
 QK0533'THE MARK IS 0.27 METERS  NE FROM A WITNESS POST.
 QK0533'THE MARK IS ABOVE LEVEL WITH LAKEVIEW DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0187 ***********************************************************************
 QJ0187  DESIGNATION -  L 302
 QJ0187  PID         -  QJ0187
 QJ0187  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0187  USGS QUAD   -  MOLTKE (1971)
 QJ0187
 QJ0187                         *CURRENT SURVEY CONTROL
 QJ0187  ___________________________________________________________________
 QJ0187* NAD 83(1986)-  45 29 11.     (N)    083 55 43.     (W)     SCALED    
 QJ0187* NAVD 88     -       188.869  (meters)     619.65   (feet)  ADJUSTED  
 QJ0187  ___________________________________________________________________
 QJ0187  GEOID HEIGHT-         -36.75  (meters)                     GEOID03
 QJ0187  DYNAMIC HT  -         188.861 (meters)     619.62  (feet)  COMP
 QJ0187  MODELED GRAV-     980,571.8   (mgal)                       NAVD 88
 QJ0187
 QJ0187  VERT ORDER  -  FIRST     CLASS II
 QJ0187
 QJ0187.The horizontal coordinates were scaled from a topographic map and have
 QJ0187.an estimated accuracy of +/- 6 seconds.
 QJ0187
 QJ0187.The orthometric height was determined by differential leveling
 QJ0187.and adjusted by the National Geodetic Survey in June 1991..
 QJ0187
 QJ0187.The geoid height was determined by GEOID03.
 QJ0187
 QJ0187.The dynamic height is computed by dividing the NAVD 88
 QJ0187.geopotential number by the normal gravity value computed on the
 QJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0187.degrees latitude (g = 980.6199 gals.).
 QJ0187
 QJ0187.The modeled gravity was interpolated from observed gravity values.
 QJ0187
 QJ0187;                    North         East    Units  Estimated Accuracy
 QJ0187;SPC MI C     -   241,200.    6,034,240.      MT  (+/- 180 meters Scaled)
 QJ0187
 QJ0187                          SUPERSEDED SURVEY CONTROL
 QJ0187
 QJ0187.No superseded survey control is available for this station.
 QJ0187
 QJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL711411(NAD 83)
 QJ0187_MARKER: I = METAL ROD
 QJ0187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0187_SP_SET: STAINLESS STEEL ROD
 QJ0187_STAMPING: L 302 1983
 QJ0187_MARK LOGO: NGS   
 QJ0187_PROJECTION: RECESSED 4 CENTIMETERS
 QJ0187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0187_ROD/PIPE-DEPTH: 19.5 meters
 QJ0187
 QJ0187  HISTORY     - Date     Condition        Report By
 QJ0187  HISTORY     - 1983     MONUMENTED       NGS
 QJ0187
 QJ0187                          STATION DESCRIPTION
 QJ0187
 QJ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0187'12.1 KM (7.5 MI) NW FROM ROGERS CITY.
 QJ0187'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0187'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 10.3 KM (6.4 MI)
 QJ0187'NORTHWEST ALONG HIGHWAY 23 AT A TRACK ROAD LEADING SOUTH TO MANITOU
 QJ0187'BEACH ROAD WHICH LEADS NORTH AT THIS INTERSECTION, 0.5 KM (0.3 MI)
 QJ0187'EAST OF CEDAR ROAD LEADING NORTH, 40.53 METERS (133.0 FT) WEST OF THE
 QJ0187'CENTER OF THE TRACK ROAD SOUTH, 20.81 METERS (68.3 FT) SOUTH OF THE
 QJ0187'CENTERLINE OF HIGHWAY 23, 15.08 METERS (49.5 FT) SOUTH-SOUTHEAST OF
 QJ0187'THE EAST END OF A GUARDRAIL ANCHORED TO A CEMENT BASE WITH BOLTS,
 QJ0187'3.04 METERS (10.0 FT) EAST OF A TELEPHONE POLE WITH CABLES GOING
 QJ0187'UNDERGROUND ON THE EAST SIDE, AND 1.09 METERS (3.6 FT) WEST-NORTHWEST
 QJ0187'OF A GUY CABLE ANCHORED TO THE TELEPHONE POLE.
 QJ0187'THE MARK IS 0.76 METERS  WNW FROM A WITNESS POST.
 QJ0187'THE MARK IS 1.4 M ABOVE HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0702 ***********************************************************************
 OJ0702  DESIGNATION -  L 303
 OJ0702  PID         -  OJ0702
 OJ0702  STATE/COUNTY-  MI/ARENAC
 OJ0702  USGS QUAD   -  STANDISH (1973)
 OJ0702
 OJ0702                         *CURRENT SURVEY CONTROL
 OJ0702  ___________________________________________________________________
 OJ0702* NAD 83(1986)-  43 56 23.     (N)    083 54 58.     (W)     SCALED    
 OJ0702* NAVD 88     -       182.660  (meters)     599.28   (feet)  ADJUSTED  
 OJ0702  ___________________________________________________________________
 OJ0702  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 OJ0702  DYNAMIC HT  -         182.628 (meters)     599.17  (feet)  COMP
 OJ0702  MODELED GRAV-     980,445.1   (mgal)                       NAVD 88
 OJ0702
 OJ0702  VERT ORDER  -  FIRST     CLASS II
 OJ0702
 OJ0702.The horizontal coordinates were scaled from a topographic map and have
 OJ0702.an estimated accuracy of +/- 6 seconds.
 OJ0702
 OJ0702.The orthometric height was determined by differential leveling
 OJ0702.and adjusted by the National Geodetic Survey in June 1991..
 OJ0702
 OJ0702.The geoid height was determined by GEOID03.
 OJ0702
 OJ0702.The dynamic height is computed by dividing the NAVD 88
 OJ0702.geopotential number by the normal gravity value computed on the
 OJ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0702.degrees latitude (g = 980.6199 gals.).
 OJ0702
 OJ0702.The modeled gravity was interpolated from observed gravity values.
 OJ0702
 OJ0702;                    North         East    Units  Estimated Accuracy
 OJ0702;SPC MI C     -    69,340.    6,036,180.      MT  (+/- 180 meters Scaled)
 OJ0702
 OJ0702                          SUPERSEDED SURVEY CONTROL
 OJ0702
 OJ0702.No superseded survey control is available for this station.
 OJ0702
 OJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ659693(NAD 83)
 OJ0702_MARKER: I = METAL ROD
 OJ0702_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0702_SP_SET: STAINLESS STEEL ROD
 OJ0702_STAMPING: L 303 1983
 OJ0702_MARK LOGO: NGS   
 OJ0702_PROJECTION: FLUSH
 OJ0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0702+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2006
 OJ0702_ROD/PIPE-DEPTH: 6.09 meters
 OJ0702
 OJ0702  HISTORY     - Date     Condition        Report By
 OJ0702  HISTORY     - 1983     MONUMENTED       NGS
 OJ0702  HISTORY     - 20010811 GOOD             USPSQD
 OJ0702  HISTORY     - 20060128 GOOD             USPSQD
 OJ0702
 OJ0702                          STATION DESCRIPTION
 OJ0702
 OJ0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0702'11.7 KM (7.3 MI) NE FROM PINCONNING.
 OJ0702'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0702'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0702'ESTEY ROAD, THENCE 8.5 KM (5.3 MI) NORTH ALONG SHORE ROAD (WHICH TURNS
 OJ0702'INTO ARENAC STATE ROAD) TO THE MARK ON THE RIGHT, IN THE NORTHEAST
 OJ0702'ANGLE OF THE INTERSECTION OF BORDEAU ROAD AND ARENAC STATE ROAD, 9.75
 OJ0702'METERS (32.0 FT) EAST OF THE CENTERLINE OF ARENAC STATE ROAD,
 OJ0702'7.01 METERS (23.0 FT) NORTH OF THE NORTHWEST CORNER OF WEST WING OF
 OJ0702'BUILDING, 1.18 METERS (3.9 FT) NORTH OF A FLAGPOLE, AND 0.45 METER
 OJ0702'(1.5 FT) WEST OF WEST SIDE OF FENCE.
 OJ0702'THE MARK IS 0.60 M BELOW ROAD.
 OJ0702
 OJ0702                          STATION RECOVERY (2001)
 OJ0702
 OJ0702'RECOVERY NOTE BY US POWER SQUADRON 2001 (DL)
 OJ0702'RECOVERED IN GOOD CONDITION.
 OJ0702
 OJ0702                          STATION RECOVERY (2006)
 OJ0702
 OJ0702'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 OJ0702'ALSO IN THE NORTHEAST ANGLE OF THE INTERSECTION OF BORDEAU ROAD AND
 OJ0702'ARENAC STATE ROAD IS A WHITE FRAME BUILDING, THE STANDISH TOWNSHIP
 OJ0702'HALL.  A WITNESS POST NOW STANDS AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0191 ***********************************************************************
 PK0191  DESIGNATION -  L 304
 PK0191  PID         -  PK0191
 PK0191  STATE/COUNTY-  MI/IOSCO
 PK0191  USGS QUAD   -  EAST TAWAS (1989)
 PK0191
 PK0191                         *CURRENT SURVEY CONTROL
 PK0191  ___________________________________________________________________
 PK0191* NAD 83(1986)-  44 18 40.     (N)    083 23 46.     (W)     SCALED    
 PK0191* NAVD 88     -       181.895  (meters)     596.77   (feet)  ADJUSTED  
 PK0191  ___________________________________________________________________
 PK0191  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 PK0191  DYNAMIC HT  -         181.873 (meters)     596.70  (feet)  COMP
 PK0191  MODELED GRAV-     980,496.8   (mgal)                       NAVD 88
 PK0191
 PK0191  VERT ORDER  -  FIRST     CLASS II
 PK0191
 PK0191.The horizontal coordinates were scaled from a topographic map and have
 PK0191.an estimated accuracy of +/- 6 seconds.
 PK0191
 PK0191.The orthometric height was determined by differential leveling
 PK0191.and adjusted by the National Geodetic Survey in June 1991..
 PK0191
 PK0191.The geoid height was determined by GEOID03.
 PK0191
 PK0191.The dynamic height is computed by dividing the NAVD 88
 PK0191.geopotential number by the normal gravity value computed on the
 PK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0191.degrees latitude (g = 980.6199 gals.).
 PK0191
 PK0191.The modeled gravity was interpolated from observed gravity values.
 PK0191
 PK0191;                    North         East    Units  Estimated Accuracy
 PK0191;SPC MI C     -   110,970.    6,077,430.      MT  (+/- 180 meters Scaled)
 PK0191
 PK0191                          SUPERSEDED SURVEY CONTROL
 PK0191
 PK0191.No superseded survey control is available for this station.
 PK0191
 PK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK088092(NAD 83)
 PK0191_MARKER: I = METAL ROD
 PK0191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0191_SP_SET: STAINLESS STEEL ROD
 PK0191_STAMPING: L 304 1983
 PK0191_MARK LOGO: NGS   
 PK0191_PROJECTION: FLUSH
 PK0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0191_ROD/PIPE-DEPTH: 15.8 meters
 PK0191
 PK0191  HISTORY     - Date     Condition        Report By
 PK0191  HISTORY     - 1983     MONUMENTED       NGS
 PK0191
 PK0191                          STATION DESCRIPTION
 PK0191
 PK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0191'11.3 KM (7.0 MI) NE FROM TAWAS CITY.
 PK0191'11.3 KM (7.0 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0191'POST OFFICE IN TAWAS CITY TO THE JUNCTION OF SCOTT ROAD AND THE MARK
 PK0191'IN THE NORTHWEST ANGLE OF THE INTERSECTION, 16.82 METERS (55.2 FT)
 PK0191'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 19.05 METERS (62.5 FT)
 PK0191'SOUTHEAST OF THE SOUTHEAST CORNER OF A ONE LEVEL HOUSE, 15.03 METERS
 PK0191'(49.3 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF THE DRIVEWAY TO THE
 PK0191'HOUSE, AND 6.89 METERS (22.6 FT) NORTHEAST OF THE APPROXIMATE CENTER
 PK0191'OF SCOTT ROAD.
 PK0191'THE MARK IS 1.74 METERS  NE FROM A WITNESS POST.
 PK0191'THE MARK IS ABOVE LEVEL WITH HIGHWAY AND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0160 ***********************************************************************
 PK0160  DESIGNATION -  L 305
 PK0160  PID         -  PK0160
 PK0160  STATE/COUNTY-  MI/IOSCO
 PK0160  USGS QUAD   -  NATIONAL CITY (1976)
 PK0160
 PK0160                         *CURRENT SURVEY CONTROL
 PK0160  ___________________________________________________________________
 PK0160* NAD 83(1986)-  44 11 26.     (N)    083 43 50.     (W)     SCALED    
 PK0160* NAVD 88     -       193.301  (meters)     634.19   (feet)  ADJUSTED  
 PK0160  ___________________________________________________________________
 PK0160  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PK0160  DYNAMIC HT  -         193.272 (meters)     634.09  (feet)  COMP
 PK0160  MODELED GRAV-     980,466.0   (mgal)                       NAVD 88
 PK0160
 PK0160  VERT ORDER  -  FIRST     CLASS II
 PK0160
 PK0160.The horizontal coordinates were scaled from a topographic map and have
 PK0160.an estimated accuracy of +/- 6 seconds.
 PK0160
 PK0160.The orthometric height was determined by differential leveling
 PK0160.and adjusted by the National Geodetic Survey in June 1991..
 PK0160
 PK0160.The geoid height was determined by GEOID03.
 PK0160
 PK0160.The dynamic height is computed by dividing the NAVD 88
 PK0160.geopotential number by the normal gravity value computed on the
 PK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0160.degrees latitude (g = 980.6199 gals.).
 PK0160
 PK0160.The modeled gravity was interpolated from observed gravity values.
 PK0160
 PK0160;                    North         East    Units  Estimated Accuracy
 PK0160;SPC MI C     -    97,310.    6,050,860.      MT  (+/- 180 meters Scaled)
 PK0160
 PK0160                          SUPERSEDED SURVEY CONTROL
 PK0160
 PK0160.No superseded survey control is available for this station.
 PK0160
 PK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ817966(NAD 83)
 PK0160_MARKER: I = METAL ROD
 PK0160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0160_SP_SET: STAINLESS STEEL ROD
 PK0160_STAMPING: L 305 1983
 PK0160_MARK LOGO: NGS   
 PK0160_PROJECTION: RECESSED 5 CENTIMETERS
 PK0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0160+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2006
 PK0160_ROD/PIPE-DEPTH: 7.31 meters
 PK0160
 PK0160  HISTORY     - Date     Condition        Report By
 PK0160  HISTORY     - 1983     MONUMENTED       NGS
 PK0160  HISTORY     - 20060114 GOOD             USPSQD
 PK0160
 PK0160                          STATION DESCRIPTION
 PK0160
 PK0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0160'9.7 KM (6.0 MI) NE FROM TURNER.
 PK0160'1.4 KM (0.9 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0160'ROAD IN TURNER, THENCE 2.1 KM (1.3 MI) NORTH ALONG LENTNER ROAD,
 PK0160'THENCE 0.4 KM (0.25 MI) EAST ALONG DYER ROAD, THENCE 3.1 KM (1.95 MI)
 PK0160'NORTH ALONG BRITT ROAD, THENCE 2.6 KM (1.6 MI) EAST ALONG TURTLE ROAD
 PK0160'TO THE MARK ON THE RIGHT, 18.16 METERS (59.6 FT) SOUTH OF THE
 PK0160'CENTERLINE OF TURTLE ROAD, 21.36 METERS (70.1 FT) NORTH OF THE
 PK0160'NORTHEAST CORNER OF A HOUSE TRAILER, 1.70 METERS (5.6 FT) WEST OF THE
 PK0160'BASE OF A GUY WIRE, AND 1.18 METERS (3.9 FT) EAST-NORTHEAST OF
 PK0160'POWERLINE POLE NUMBER 5187.
 PK0160'THE MARK IS 1.18 METERS  E FROM A WITNESS POST.
 PK0160'THE MARK IS 0.60 M BELOW ROAD.
 PK0160
 PK0160                          STATION RECOVERY (2006)
 PK0160
 PK0160'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0219 ***********************************************************************
 PK0219  DESIGNATION -  L 306
 PK0219  PID         -  PK0219
 PK0219  STATE/COUNTY-  MI/ALCONA
 PK0219  USGS QUAD   -  GREENBUSH (1989)
 PK0219
 PK0219                         *CURRENT SURVEY CONTROL
 PK0219  ___________________________________________________________________
 PK0219* NAD 83(1986)-  44 33 22.     (N)    083 18 50.     (W)     SCALED    
 PK0219* NAVD 88     -       180.423  (meters)     591.94   (feet)  ADJUSTED  
 PK0219  ___________________________________________________________________
 PK0219  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 PK0219  DYNAMIC HT  -         180.404 (meters)     591.88  (feet)  COMP
 PK0219  MODELED GRAV-     980,509.6   (mgal)                       NAVD 88
 PK0219
 PK0219  VERT ORDER  -  FIRST     CLASS II
 PK0219
 PK0219.The horizontal coordinates were scaled from a topographic map and have
 PK0219.an estimated accuracy of +/- 6 seconds.
 PK0219
 PK0219.The orthometric height was determined by differential leveling
 PK0219.and adjusted by the National Geodetic Survey in June 1991..
 PK0219
 PK0219.The geoid height was determined by GEOID03.
 PK0219
 PK0219.The dynamic height is computed by dividing the NAVD 88
 PK0219.geopotential number by the normal gravity value computed on the
 PK0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0219.degrees latitude (g = 980.6199 gals.).
 PK0219
 PK0219.The modeled gravity was interpolated from observed gravity values.
 PK0219
 PK0219;                    North         East    Units  Estimated Accuracy
 PK0219;SPC MI C     -   138,270.    6,083,640.      MT  (+/- 180 meters Scaled)
 PK0219
 PK0219                          SUPERSEDED SURVEY CONTROL
 PK0219
 PK0219.No superseded survey control is available for this station.
 PK0219
 PK0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK162362(NAD 83)
 PK0219_MARKER: I = METAL ROD
 PK0219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PK0219_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PK0219_STAMPING: L 306 1983
 PK0219_MARK LOGO: NGS   
 PK0219_PROJECTION: RECESSED 3 CENTIMETERS
 PK0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PK0219+STABILITY: POSITION/ELEVATION WELL
 PK0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0219+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2005
 PK0219_ROD/PIPE-DEPTH: 13.4 meters
 PK0219_SLEEVE-DEPTH  : 3.96 meters
 PK0219
 PK0219  HISTORY     - Date     Condition        Report By
 PK0219  HISTORY     - 1983     MONUMENTED       NGS
 PK0219  HISTORY     - 19960511 GOOD             USPSQD
 PK0219  HISTORY     - 20050731 GOOD             USPSQD
 PK0219
 PK0219                          STATION DESCRIPTION
 PK0219
 PK0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0219'3.5 KM (2.15 MI) SOUTH FROM GREENBUSH.
 PK0219'3.5 KM (2.15 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0219'GREENBUSH TO THE JUNCTION OF HURON CEDAR ROAD LEADING WEST, SET IN THE
 PK0219'LAWN AT THE NORTHWEST CORNER OF RONS CEDAR LAKE GROCERY STORE AND
 PK0219'MOBIL SERVICE STATION, 40.23 METERS (132.0 FT) WEST OF THE CENTERLINE
 PK0219'OF THE HIGHWAY, 8.22 METERS (27.0 FT) SOUTH OF THE CENTER OF HURON
 PK0219'CEDAR LAKE ROAD, 6.79 METERS (22.3 FT) NORTHWEST OF THE NORTHWEST
 PK0219'CORNER OF THE STORE, 1.52 METERS (5.0 FT) WEST-SOUTHWEST OF A
 PK0219'POWERLINE POLE WITH TRANSFORMER AND ANCHOR CABLE, AND 12.67 METERS
 PK0219'(41.6 FT) EAST OF TELEPHONE JUNCTION BOX NUMBER 3448.
 PK0219'THE MARK IS ABOVE LEVEL WITH ROAD.
 PK0219
 PK0219                          STATION RECOVERY (1996)
 PK0219
 PK0219'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0219'RECOVERED IN GOOD CONDITION.
 PK0219
 PK0219                          STATION RECOVERY (2005)
 PK0219
 PK0219'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0219'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0225 ***********************************************************************
 PK0225  DESIGNATION -  L 307
 PK0225  PID         -  PK0225
 PK0225  STATE/COUNTY-  MI/ALCONA
 PK0225  USGS QUAD   -  GREENBUSH (1989)
 PK0225
 PK0225                         *CURRENT SURVEY CONTROL
 PK0225  ___________________________________________________________________
 PK0225* NAD 83(1986)-  44 37 28.     (N)    083 18 42.     (W)     SCALED    
 PK0225* NAVD 88     -       198.033  (meters)     649.71   (feet)  ADJUSTED  
 PK0225  ___________________________________________________________________
 PK0225  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 PK0225  DYNAMIC HT  -         198.012 (meters)     649.64  (feet)  COMP
 PK0225  MODELED GRAV-     980,508.7   (mgal)                       NAVD 88
 PK0225
 PK0225  VERT ORDER  -  FIRST     CLASS II
 PK0225
 PK0225.The horizontal coordinates were scaled from a topographic map and have
 PK0225.an estimated accuracy of +/- 6 seconds.
 PK0225
 PK0225.The orthometric height was determined by differential leveling
 PK0225.and adjusted by the National Geodetic Survey in June 1991..
 PK0225
 PK0225.The geoid height was determined by GEOID03.
 PK0225
 PK0225.The dynamic height is computed by dividing the NAVD 88
 PK0225.geopotential number by the normal gravity value computed on the
 PK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0225.degrees latitude (g = 980.6199 gals.).
 PK0225
 PK0225.The modeled gravity was interpolated from observed gravity values.
 PK0225
 PK0225;                    North         East    Units  Estimated Accuracy
 PK0225;SPC MI C     -   145,870.    6,083,720.      MT  (+/- 180 meters Scaled)
 PK0225
 PK0225                          SUPERSEDED SURVEY CONTROL
 PK0225
 PK0225.No superseded survey control is available for this station.
 PK0225
 PK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK166438(NAD 83)
 PK0225_MARKER: I = METAL ROD
 PK0225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0225_SP_SET: STAINLESS STEEL ROD
 PK0225_STAMPING: L 307 1983
 PK0225_MARK LOGO: NGS   
 PK0225_PROJECTION: FLUSH
 PK0225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0225_ROD/PIPE-DEPTH: 17.1 meters
 PK0225
 PK0225  HISTORY     - Date     Condition        Report By
 PK0225  HISTORY     - 1983     MONUMENTED       NGS
 PK0225  HISTORY     - 19960512 GOOD             USPSQD
 PK0225
 PK0225                          STATION DESCRIPTION
 PK0225
 PK0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0225'4.2 KM (2.6 MI) NORTH FROM GREENBUSH.
 PK0225'4.2 KM (2.6 MI) NORTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0225'GREENBUSH TO THE MARK ON THE LEFT, ALSO 4.0 KM (2.5 MI) SOUTH ALONG
 PK0225'U.S. HIGHWAY 23 FROM THE JUNCTION OF MAIN STREET IN HARRISVILLE TO THE
 PK0225'MARK ON THE RIGHT, 13.80 METERS (45.3 FT) WEST OF THE CENTERLINE OF
 PK0225'THE HIGHWAY, 23.46 METERS (77.0 FT) SOUTH OF THE APPROXIMATE CENTER OF
 PK0225'A DRIVEWAY LEADING WEST, 0.85 METER (2.8 FT) NORTH OF TELEPHONE
 PK0225'JUNCTION BOX NUMBER 415, AND 0.79 METER (2.6 FT) NORTH OF A POWERLINE
 PK0225'POLE.
 PK0225'THE MARK IS 0.60 METERS  S FROM A WITNESS POST.
 PK0225'THE MARK IS 0.30 M ABOVE HIGHWAY.
 PK0225
 PK0225                          STATION RECOVERY (1996)
 PK0225
 PK0225'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0126 ***********************************************************************
 QJ0126  DESIGNATION -  L 308
 QJ0126  PID         -  QJ0126
 QJ0126  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0126  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0126
 QJ0126                         *CURRENT SURVEY CONTROL
 QJ0126  ___________________________________________________________________
 QJ0126* NAD 83(1986)-  45 17 25.     (N)    083 34 23.     (W)     SCALED    
 QJ0126* NAVD 88     -       206.774  (meters)     678.39   (feet)  ADJUSTED  
 QJ0126  ___________________________________________________________________
 QJ0126  GEOID HEIGHT-         -36.82  (meters)                     GEOID03
 QJ0126  DYNAMIC HT  -         206.762 (meters)     678.35  (feet)  COMP
 QJ0126  MODELED GRAV-     980,555.3   (mgal)                       NAVD 88
 QJ0126
 QJ0126  VERT ORDER  -  FIRST     CLASS II
 QJ0126
 QJ0126.The horizontal coordinates were scaled from a topographic map and have
 QJ0126.an estimated accuracy of +/- 6 seconds.
 QJ0126
 QJ0126.The orthometric height was determined by differential leveling
 QJ0126.and adjusted by the National Geodetic Survey in June 1991..
 QJ0126
 QJ0126.The geoid height was determined by GEOID03.
 QJ0126
 QJ0126.The dynamic height is computed by dividing the NAVD 88
 QJ0126.geopotential number by the normal gravity value computed on the
 QJ0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0126.degrees latitude (g = 980.6199 gals.).
 QJ0126
 QJ0126.The modeled gravity was interpolated from observed gravity values.
 QJ0126
 QJ0126;                    North         East    Units  Estimated Accuracy
 QJ0126;SPC MI C     -   219,610.    6,062,250.      MT  (+/- 180 meters Scaled)
 QJ0126
 QJ0126                          SUPERSEDED SURVEY CONTROL
 QJ0126
 QJ0126.No superseded survey control is available for this station.
 QJ0126
 QJ0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL982184(NAD 83)
 QJ0126_MARKER: DB = BENCH MARK DISK
 QJ0126_SETTING: 80 = SET IN A BOULDER
 QJ0126_SP_SET: BOULDER
 QJ0126_STAMPING: L 308 1983
 QJ0126_MARK LOGO: NGS   
 QJ0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0126
 QJ0126  HISTORY     - Date     Condition        Report By
 QJ0126  HISTORY     - 1983     MONUMENTED       NGS
 QJ0126  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 QJ0126
 QJ0126                          STATION DESCRIPTION
 QJ0126
 QJ0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0126'29.5 KM (18.3 MI) SE FROM ROGERS CITY.
 QJ0126'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0126'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0126'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 2.3 KM (1.45 MI) SOUTHWEST
 QJ0126'ALONG GRAND LAKE HIGHWAY, AT A POINT ABOUT 0.1 KM (0.05 MI) BEYOND A
 QJ0126'POWERLINE CROSSING OVER THE HIGHWAY, A STANDARD DISK SET IN TOP OF A
 QJ0126'1.82 METERS (6.0 FT) BY 1.21 METERS (4.0 FT) BOULDER PROTRUDING
 QJ0126'0.5 METER (1.7 FT) OUT OF THE GROUND, 17.06 METERS (56.0 FT) WEST OF
 QJ0126'THE CENTER OF THE HIGHWAY, 47.09 METERS (154.5 FT) SOUTH OF POWERLINE
 QJ0126'POLE NUMBER 144, 6.64 METERS (21.8 FT) SOUTH-SOUTHWEST OF A 16-INCH
 QJ0126'DIAMETER PINE TREE, AND 5.57 METERS (18.3 FT) WEST-SOUTHWEST OF A
 QJ0126'15-INCH DIAMETER FIR TREE.
 QJ0126'THE MARK IS 4.11 METERS  NW FROM A WITNESS POST.
 QJ0126'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 QJ0126
 QJ0126                          STATION RECOVERY (2004)
 QJ0126
 QJ0126'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0256 ***********************************************************************
 PK0256  DESIGNATION -  L 309
 PK0256  PID         -  PK0256
 PK0256  STATE/COUNTY-  MI/ALCONA
 PK0256  USGS QUAD   -  SPRUCE (1971)
 PK0256
 PK0256                         *CURRENT SURVEY CONTROL
 PK0256  ___________________________________________________________________
 PK0256* NAD 83(1986)-  44 51 20.     (N)    083 25 13.     (W)     SCALED    
 PK0256* NAVD 88     -       253.913  (meters)     833.05   (feet)  ADJUSTED  
 PK0256  ___________________________________________________________________
 PK0256  GEOID HEIGHT-         -36.03  (meters)                     GEOID03
 PK0256  DYNAMIC HT  -         253.891 (meters)     832.97  (feet)  COMP
 PK0256  MODELED GRAV-     980,524.3   (mgal)                       NAVD 88
 PK0256
 PK0256  VERT ORDER  -  FIRST     CLASS II
 PK0256
 PK0256.The horizontal coordinates were scaled from a topographic map and have
 PK0256.an estimated accuracy of +/- 6 seconds.
 PK0256
 PK0256.The orthometric height was determined by differential leveling
 PK0256.and adjusted by the National Geodetic Survey in June 1991..
 PK0256
 PK0256.The geoid height was determined by GEOID03.
 PK0256
 PK0256.The dynamic height is computed by dividing the NAVD 88
 PK0256.geopotential number by the normal gravity value computed on the
 PK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0256.degrees latitude (g = 980.6199 gals.).
 PK0256
 PK0256.The modeled gravity was interpolated from observed gravity values.
 PK0256
 PK0256;                    North         East    Units  Estimated Accuracy
 PK0256;SPC MI C     -   171,440.    6,074,800.      MT  (+/- 180 meters Scaled)
 PK0256
 PK0256                          SUPERSEDED SURVEY CONTROL
 PK0256
 PK0256.No superseded survey control is available for this station.
 PK0256
 PK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK087697(NAD 83)
 PK0256_MARKER: I = METAL ROD
 PK0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0256_SP_SET: STAINLESS STEEL ROD
 PK0256_STAMPING: L 309 1983
 PK0256_MARK LOGO: NGS   
 PK0256_PROJECTION: FLUSH
 PK0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0256+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 PK0256_ROD/PIPE-DEPTH: 7.31 meters
 PK0256
 PK0256  HISTORY     - Date     Condition        Report By
 PK0256  HISTORY     - 1983     MONUMENTED       NGS
 PK0256  HISTORY     - 19960511 GOOD             USPSQD
 PK0256  HISTORY     - 20050829 GOOD             USPSQD
 PK0256
 PK0256                          STATION DESCRIPTION
 PK0256
 PK0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0256'5.6 KM (3.5 MI) SOUTH FROM OSSINEKE.
 PK0256'5.6 KM (3.5 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0256'OSSINEKE TO THE OSSINEKE EAGLES CLUB AND THE MARK ON THE LEFT,
 PK0256'18.50 METERS (60.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 PK0256'24.02 METERS (78.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 PK0256'OSSINEKE EAGLES CLUB BUILDING (CINDER BLOCK), 11.28 METERS (37.0 FT)
 PK0256'SOUTH OF THE APPROXIMATE CENTER OF THE SOUTH DRIVE TO THE CLUB,
 PK0256'6.25 METERS (20.5 FT) WEST OF POWERLINE POLE NUMBER 6848 WITH ONE GUY
 PK0256'WIRE, AND 1.55 METERS (5.1 FT) EAST OF A FLAGPOLE.
 PK0256'THE MARK IS 1.52 METERS  E FROM A WITNESS POST.
 PK0256'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0256
 PK0256                          STATION RECOVERY (1996)
 PK0256
 PK0256'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0256'RECOVERED IN GOOD CONDITION.
 PK0256
 PK0256                          STATION RECOVERY (2005)
 PK0256
 PK0256'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0274 ***********************************************************************
 OJ0274  DESIGNATION -  L 31
 OJ0274  PID         -  OJ0274
 OJ0274  STATE/COUNTY-  MI/LAPEER
 OJ0274  USGS QUAD   -  COLUMBIAVILLE (1978)
 OJ0274
 OJ0274                         *CURRENT SURVEY CONTROL
 OJ0274  ___________________________________________________________________
 OJ0274* NAD 83(1986)-  43 09 21.     (N)    083 24 32.     (W)     SCALED    
 OJ0274* NAVD 88     -       237.630  (meters)     779.62   (feet)  ADJUSTED  
 OJ0274  ___________________________________________________________________
 OJ0274  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 OJ0274  DYNAMIC HT  -         237.572 (meters)     779.43  (feet)  COMP
 OJ0274  MODELED GRAV-     980,371.4   (mgal)                       NAVD 88
 OJ0274
 OJ0274  VERT ORDER  -  FIRST     CLASS II
 OJ0274
 OJ0274.The horizontal coordinates were scaled from a topographic map and have
 OJ0274.an estimated accuracy of +/- 6 seconds.
 OJ0274
 OJ0274.The orthometric height was determined by differential leveling
 OJ0274.and adjusted by the National Geodetic Survey in June 1991..
 OJ0274
 OJ0274.The geoid height was determined by GEOID03.
 OJ0274
 OJ0274.The dynamic height is computed by dividing the NAVD 88
 OJ0274.geopotential number by the normal gravity value computed on the
 OJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0274.degrees latitude (g = 980.6199 gals.).
 OJ0274
 OJ0274.The modeled gravity was interpolated from observed gravity values.
 OJ0274
 OJ0274;                    North         East    Units  Estimated Accuracy
 OJ0274;SPC MI S     -   184,370.    4,077,890.      MT  (+/- 180 meters Scaled)
 OJ0274
 OJ0274                          SUPERSEDED SURVEY CONTROL
 OJ0274
 OJ0274  NGVD 29 (??/??/92)  237.777  (m)          780.11   (f) ADJ UNCH    1 2
 OJ0274
 OJ0274.Superseded values are not recommended for survey control.
 OJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0274.See file dsdata.txt to determine how the superseded data were derived.
 OJ0274
 OJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH041809(NAD 83)
 OJ0274_MARKER: DB = BENCH MARK DISK
 OJ0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0274_SP_SET: SILL
 OJ0274_STAMPING: 780.107 L 31 1930
 OJ0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0274
 OJ0274  HISTORY     - Date     Condition        Report By
 OJ0274  HISTORY     - 1930     MONUMENTED       CGS
 OJ0274  HISTORY     - 1934     GOOD             NGS
 OJ0274  HISTORY     - 19970526 GOOD             USPSQD
 OJ0274
 OJ0274                          STATION DESCRIPTION
 OJ0274
 OJ0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0274'AT COLUMBIAVILLE.
 OJ0274'AT COLUMBIAVILLE, LAPEER COUNTY, AT THE MICHIGAN CENTRAL RAILROAD
 OJ0274'STATION, IN THE WINDOW SILL JUST NORTH OF THE MENS ENTRANCE, AND
 OJ0274'4.2 FEET ABOVE THE BRICK PLATFORM.  A STANDARD DISK, STAMPED
 OJ0274'780.107 L 31 1930.
 OJ0274
 OJ0274                          STATION RECOVERY (1997)
 OJ0274
 OJ0274'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0274'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0457 ***********************************************************************
 QK0457  DESIGNATION -  L 311
 QK0457  PID         -  QK0457
 QK0457  STATE/COUNTY-  MI/CHARLEVOIX
 QK0457  USGS QUAD   -  
 QK0457
 QK0457                         *CURRENT SURVEY CONTROL
 QK0457  ___________________________________________________________________
 QK0457* NAD 83(1986)-  45 22 04.     (N)    085 08 56.     (W)     SCALED    
 QK0457* NAVD 88     -       182.395  (meters)     598.41   (feet)  ADJUSTED  
 QK0457  ___________________________________________________________________
 QK0457  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0457  DYNAMIC HT  -         182.389 (meters)     598.39  (feet)  COMP
 QK0457  MODELED GRAV-     980,579.2   (mgal)                       NAVD 88
 QK0457
 QK0457  VERT ORDER  -  FIRST     CLASS II
 QK0457
 QK0457.The horizontal coordinates were scaled from a topographic map and have
 QK0457.an estimated accuracy of +/- 6 seconds.
 QK0457
 QK0457.The orthometric height was determined by differential leveling
 QK0457.and adjusted by the National Geodetic Survey in June 1991..
 QK0457
 QK0457.The geoid height was determined by GEOID03.
 QK0457
 QK0457.The dynamic height is computed by dividing the NAVD 88
 QK0457.geopotential number by the normal gravity value computed on the
 QK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0457.degrees latitude (g = 980.6199 gals.).
 QK0457
 QK0457.The modeled gravity was interpolated from observed gravity values.
 QK0457
 QK0457;                    North         East    Units  Estimated Accuracy
 QK0457;SPC MI C     -   228,220.    5,938,730.      MT  (+/- 180 meters Scaled)
 QK0457
 QK0457                          SUPERSEDED SURVEY CONTROL
 QK0457
 QK0457.No superseded survey control is available for this station.
 QK0457
 QK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR449254(NAD 83)
 QK0457_MARKER: I = METAL ROD
 QK0457_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QK0457+WITH SETTING: INFORMATION.
 QK0457_SP_SET: SHALLOW SET METAL ROD
 QK0457_STAMPING: L 311 1984
 QK0457_MARK LOGO: NGS   
 QK0457_PROJECTION: FLUSH
 QK0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0457_ROD/PIPE-DEPTH: 1.8  meters
 QK0457
 QK0457  HISTORY     - Date     Condition        Report By
 QK0457  HISTORY     - 1984     MONUMENTED       NGS
 QK0457
 QK0457                          STATION DESCRIPTION
 QK0457
 QK0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0457'4.8 KM (3.0 MI) SW FROM BAYSHORE.
 QK0457'4.8 KM (3.0 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0457'TOWNLINE ROAD (EMMET-CHARLEVOIX COUNTY LINE) IN BAYSHORE, 12.9 METERS
 QK0457'(42.5 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 27.1 METERS
 QK0457'(89.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF A DRIVE LEADING SOUTH TO
 QK0457'MR. WOLSCHLEGER HOUSE, AND 1.2 METERS (4.0 FT) SOUTHWEST OF A
 QK0457'TELEPHONE JUNCTION BOX NUMBERED 200/58.
 QK0457'THE MARK IS 0.5 METERS  W FROM A WITNESS POST.
 QK0457'THE MARK IS 0.3 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0487 ***********************************************************************
 QK0487  DESIGNATION -  L 312
 QK0487  PID         -  QK0487
 QK0487  STATE/COUNTY-  MI/ANTRIM
 QK0487  USGS QUAD   -  
 QK0487
 QK0487                         *CURRENT SURVEY CONTROL
 QK0487  ___________________________________________________________________
 QK0487* NAD 83(1986)-  45 05 37.     (N)    085 21 32.     (W)     SCALED    
 QK0487* NAVD 88     -       186.721  (meters)     612.60   (feet)  ADJUSTED  
 QK0487  ___________________________________________________________________
 QK0487  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 QK0487  DYNAMIC HT  -         186.717 (meters)     612.59  (feet)  COMP
 QK0487  MODELED GRAV-     980,588.5   (mgal)                       NAVD 88
 QK0487  OBS GRAVITY -     980,588.7   (mgal)                       GRAV_OBS
 QK0487
 QK0487  VERT ORDER  -  FIRST     CLASS II
 QK0487
 QK0487.The horizontal coordinates were scaled from a topographic map and have
 QK0487.an estimated accuracy of +/- 6 seconds.
 QK0487
 QK0487.The orthometric height was determined by differential leveling
 QK0487.and adjusted by the National Geodetic Survey in June 1991..
 QK0487
 QK0487.The geoid height was determined by GEOID03.
 QK0487
 QK0487.The dynamic height is computed by dividing the NAVD 88
 QK0487.geopotential number by the normal gravity value computed on the
 QK0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0487.degrees latitude (g = 980.6199 gals.).
 QK0487
 QK0487.The modeled gravity was interpolated from observed gravity values.
 QK0487.The observed gravity was obtained from relative gravimeter ties
 QK0487.to the IGSN71 gravity network.
 QK0487
 QK0487;                    North         East    Units  Estimated Accuracy
 QK0487;SPC MI C     -   197,930.    5,921,900.      MT  (+/- 180 meters Scaled)
 QK0487
 QK0487                          SUPERSEDED SURVEY CONTROL
 QK0487
 QK0487.No superseded survey control is available for this station.
 QK0487
 QK0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ291946(NAD 83)
 QK0487_MARKER: I = METAL ROD
 QK0487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0487_SP_SET: STAINLESS STEEL ROD
 QK0487_STAMPING: L 312 1984
 QK0487_MARK LOGO: NGS   
 QK0487_PROJECTION: FLUSH
 QK0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0487+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2002
 QK0487_ROD/PIPE-DEPTH: 12.2 meters
 QK0487
 QK0487  HISTORY     - Date     Condition        Report By
 QK0487  HISTORY     - 1984     MONUMENTED       NGS
 QK0487  HISTORY     - 19950528 GOOD             USPSQD
 QK0487  HISTORY     - 19991119 GOOD             USPSQD
 QK0487  HISTORY     - 20020704 GOOD             INDIV
 QK0487  HISTORY     - 20040530 GOOD             USPSQD
 QK0487
 QK0487                          STATION DESCRIPTION
 QK0487
 QK0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0487'23.2 KM (14.55 MI) NORT FROM ELK RAPIDS.
 QK0487'23.2 KM (14.55 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0487'RIVER ROAD IN ELK RAPIDS, 2.1 KM (1.35 MI) NORTH OF TRAVERSE BAY ROAD
 QK0487'LEADING WEST, 0.3 KM (0.2 MI) NORTH OF TERRY CIRCLE NORTH ROAD, 0.2 KM
 QK0487'(0.15 MI) SOUTH OF EDEN SHORE ROAD LEADING WEST, 17.3 METERS (57.0 FT)
 QK0487'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 METER (2.0 FT) NORTH OF
 QK0487'A UTILITY POLE.
 QK0487'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 QK0487'THE MARK IS 0.3 M ABOVE CENTERLINE OF HIGHWAY.
 QK0487
 QK0487                          STATION RECOVERY (1995)
 QK0487
 QK0487'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0487'RECOVERED IN GOOD CONDITION.
 QK0487
 QK0487                          STATION RECOVERY (1999)
 QK0487
 QK0487'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0487'RECOVERED IN GOOD CONDITION.
 QK0487
 QK0487                          STATION RECOVERY (2002)
 QK0487
 QK0487'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0487'WITNESS POST IS PRESENT. REFERENCE TO TERRY CIRCLE AND EDEN SHORE ROAD
 QK0487'IS NOT NOW VALID. MARK IS .12 MILE SOUTH OF MANITOU TRAIL.
 QK0487
 QK0487                          STATION RECOVERY (2004)
 QK0487
 QK0487'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0375 ***********************************************************************
 PL0375  DESIGNATION -  L 313
 PL0375  PID         -  PL0375
 PL0375  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0375  USGS QUAD   -  WALTON (1985)
 PL0375
 PL0375                         *CURRENT SURVEY CONTROL
 PL0375  ___________________________________________________________________
 PL0375* NAD 83(1986)-  44 46 36.     (N)    085 29 51.     (W)     SCALED    
 PL0375* NAVD 88     -       191.121  (meters)     627.04   (feet)  ADJUSTED  
 PL0375  ___________________________________________________________________
 PL0375  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 PL0375  DYNAMIC HT  -         191.109 (meters)     627.00  (feet)  COMP
 PL0375  MODELED GRAV-     980,552.8   (mgal)                       NAVD 88
 PL0375
 PL0375  VERT ORDER  -  FIRST     CLASS II
 PL0375
 PL0375.The horizontal coordinates were scaled from a topographic map and have
 PL0375.an estimated accuracy of +/- 6 seconds.
 PL0375
 PL0375.The orthometric height was determined by differential leveling
 PL0375.and adjusted by the National Geodetic Survey in June 1991..
 PL0375
 PL0375.The geoid height was determined by GEOID03.
 PL0375
 PL0375.The dynamic height is computed by dividing the NAVD 88
 PL0375.geopotential number by the normal gravity value computed on the
 PL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0375.degrees latitude (g = 980.6199 gals.).
 PL0375
 PL0375.The modeled gravity was interpolated from observed gravity values.
 PL0375
 PL0375;                    North         East    Units  Estimated Accuracy
 PL0375;SPC MI C     -   162,860.    5,910,500.      MT  (+/- 180 meters Scaled)
 PL0375
 PL0375                          SUPERSEDED SURVEY CONTROL
 PL0375
 PL0375.No superseded survey control is available for this station.
 PL0375
 PL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ188592(NAD 83)
 PL0375_MARKER: I = METAL ROD
 PL0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0375_SP_SET: STAINLESS STEEL ROD
 PL0375_STAMPING: L 313 1984
 PL0375_MARK LOGO: NGS   
 PL0375_PROJECTION: FLUSH
 PL0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0375_ROD/PIPE-DEPTH: 5.8  meters
 PL0375
 PL0375  HISTORY     - Date     Condition        Report By
 PL0375  HISTORY     - 1984     MONUMENTED       NGS
 PL0375  HISTORY     - 20060405 GOOD             GEOCAC
 PL0375
 PL0375                          STATION DESCRIPTION
 PL0375
 PL0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0375'0.6 KM (0.4 MI) NE FROM ACME.
 PL0375'0.6 KM (0.4 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 PL0375'STATE HIGHWAY M 72 EAST IN ACME, 15.9 KM (9.95 MI) SOUTHWEST ALONG
 PL0375'U.S. HIGHWAY 31 FROM THE JUNCTION OF RIVER STREET IN ELK RAPIDS,
 PL0375'23.3 METERS (76.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 PL0375'37.9 METERS (124.5 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTHWEST
 PL0375'EXIT OF THE FOOD MART, 31.4 METERS (103.0 FT) SOUTHWEST OF THE
 PL0375'CENTERLINE OF THE NORTHEAST EXIT OF THE FOOD MART, AND 23.1 METERS
 PL0375'(75.7 FT) EAST-SOUTHEAST OF A THREE BY THREE FEET CONCRETE SUPPORT
 PL0375'BLOCK FOR A SECURITY LIGHT.
 PL0375'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 PL0375'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
 PL0375
 PL0375                          STATION RECOVERY (2006)
 PL0375
 PL0375'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0375'(ADD) MARK IS BETWEEN THE TWO TOM'S FOOD MARKET EXITS ONTO U.S.
 PL0375'HIGHWAY 31, 0.3 METERS (1.0 FEET) SW OF A POWERLINE POLE.
 PL0375'HH2 GPS 44 46 40.1 (N)  085 29 46.5 (W)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0406 ***********************************************************************
 PL0406  DESIGNATION -  L 314
 PL0406  PID         -  PL0406
 PL0406  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0406  USGS QUAD   -  YUMA (1987)
 PL0406
 PL0406                         *CURRENT SURVEY CONTROL
 PL0406  ___________________________________________________________________
 PL0406* NAD 83(1986)-  44 35 18.     (N)    085 46 36.     (W)     SCALED    
 PL0406* NAVD 88     -       262.251  (meters)     860.40   (feet)  ADJUSTED  
 PL0406  ___________________________________________________________________
 PL0406  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PL0406  DYNAMIC HT  -         262.222 (meters)     860.31  (feet)  COMP
 PL0406  MODELED GRAV-     980,499.6   (mgal)                       NAVD 88
 PL0406
 PL0406  VERT ORDER  -  FIRST     CLASS II
 PL0406
 PL0406.The horizontal coordinates were scaled from a topographic map and have
 PL0406.an estimated accuracy of +/- 6 seconds.
 PL0406
 PL0406.The orthometric height was determined by differential leveling
 PL0406.and adjusted by the National Geodetic Survey in June 1991..
 PL0406
 PL0406.The geoid height was determined by GEOID03.
 PL0406
 PL0406.The dynamic height is computed by dividing the NAVD 88
 PL0406.geopotential number by the normal gravity value computed on the
 PL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0406.degrees latitude (g = 980.6199 gals.).
 PL0406
 PL0406.The modeled gravity was interpolated from observed gravity values.
 PL0406
 PL0406;                    North         East    Units  Estimated Accuracy
 PL0406;SPC MI C     -   142,280.    5,888,050.      MT  (+/- 180 meters Scaled)
 PL0406
 PL0406                          SUPERSEDED SURVEY CONTROL
 PL0406
 PL0406.No superseded survey control is available for this station.
 PL0406
 PL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ971379(NAD 83)
 PL0406_MARKER: I = METAL ROD
 PL0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0406_SP_SET: STAINLESS STEEL ROD
 PL0406_STAMPING: L 314 1984
 PL0406_MARK LOGO: NGS   
 PL0406_PROJECTION: FLUSH
 PL0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0406_ROD/PIPE-DEPTH: 7.3  meters
 PL0406
 PL0406  HISTORY     - Date     Condition        Report By
 PL0406  HISTORY     - 1984     MONUMENTED       NGS
 PL0406  HISTORY     - 19971029 GOOD             USPSQD
 PL0406
 PL0406                          STATION DESCRIPTION
 PL0406
 PL0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0406'1.2 KM (0.75 MI) NE FROM KARLIN.
 PL0406'0.1 KM (0.05 MI) EAST ALONG NESSEN ROAD FROM THE POST OFFICE IN
 PL0406'KARLIN, THENCE 1.2 KM (0.75 MI) NORTHEAST ALONG KARLIN ROAD TO A
 PL0406'Y-INTERSECTION OF A GRAVEL ROAD LEADING NORTHEAST, 16.6 METERS
 PL0406'(54.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 12.6 METERS
 PL0406'(41.5 FT) SOUTHWEST OF A POWERLINE POLE NUMBERED 233, 7.3 METERS
 PL0406'(24.0 FT) NORTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND
 PL0406'0.6 METER (2.0 FT) NORTHWEST OF A POWERLINE POLE.
 PL0406'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 PL0406'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0406
 PL0406                          STATION RECOVERY (1997)
 PL0406
 PL0406'RECOVERY NOTE BY US POWER SQUADRON 1997
 PL0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0310 ***********************************************************************
 OL0310  DESIGNATION -  L 315
 OL0310  PID         -  OL0310
 OL0310  STATE/COUNTY-  MI/MASON
 OL0310  USGS QUAD   -  
 OL0310
 OL0310                         *CURRENT SURVEY CONTROL
 OL0310  ___________________________________________________________________
 OL0310* NAD 83(1986)-  43 54 20.     (N)    086 23 54.     (W)     SCALED    
 OL0310* NAVD 88     -       213.447  (meters)     700.28   (feet)  ADJUSTED  
 OL0310  ___________________________________________________________________
 OL0310  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 OL0310  DYNAMIC HT  -         213.409 (meters)     700.16  (feet)  COMP
 OL0310  MODELED GRAV-     980,437.3   (mgal)                       NAVD 88
 OL0310
 OL0310  VERT ORDER  -  FIRST     CLASS II
 OL0310
 OL0310.The horizontal coordinates were scaled from a topographic map and have
 OL0310.an estimated accuracy of +/- 6 seconds.
 OL0310
 OL0310.The orthometric height was determined by differential leveling
 OL0310.and adjusted by the National Geodetic Survey in June 1991..
 OL0310
 OL0310.The geoid height was determined by GEOID03.
 OL0310
 OL0310.The dynamic height is computed by dividing the NAVD 88
 OL0310.geopotential number by the normal gravity value computed on the
 OL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0310.degrees latitude (g = 980.6199 gals.).
 OL0310
 OL0310.The modeled gravity was interpolated from observed gravity values.
 OL0310
 OL0310;                    North         East    Units  Estimated Accuracy
 OL0310;SPC MI C     -    67,490.    5,836,790.      MT  (+/- 180 meters Scaled)
 OL0310
 OL0310                          SUPERSEDED SURVEY CONTROL
 OL0310
 OL0310.No superseded survey control is available for this station.
 OL0310
 OL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP483615(NAD 83)
 OL0310_MARKER: I = METAL ROD
 OL0310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0310_SP_SET: STAINLESS STEEL ROD
 OL0310_STAMPING: L 315 1984
 OL0310_MARK LOGO: NGS   
 OL0310_PROJECTION: FLUSH
 OL0310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0310+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0310_ROD/PIPE-DEPTH: 7.31 meters
 OL0310
 OL0310  HISTORY     - Date     Condition        Report By
 OL0310  HISTORY     - 1984     MONUMENTED       NGS
 OL0310  HISTORY     - 19970807 GOOD             USPSQD
 OL0310  HISTORY     - 20021009 GOOD             USPSQD
 OL0310  HISTORY     - 20051014 GOOD             USPSQD
 OL0310
 OL0310                          STATION DESCRIPTION
 OL0310
 OL0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0310'8.7 KM (5.40 MI) SE FROM LUDINGTON.
 OL0310'2.5 KM (1.55 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0310'LUDINGTON, THENCE 6.2 KM (3.85 MI) SOUTH ALONG U.S. HIGHWAY 31, AT THE
 OL0310'INTERSECTION OF CHAUVEZ ROAD, 16.61 METERS (54.5 FT) WEST OF THE
 OL0310'CENTERLINE OF THE HIGHWAY, 7.77 METERS (25.5 FT) SOUTH OF THE CENTER
 OL0310'OF CHAUVEZ ROAD, 31.85 METERS (104.5 FT) NORTH-NORTHWEST OF A
 OL0310'POWERLINE POLE, 18.28 METERS (60.0 FT) SOUTH OF A POWERLINE POLE WITH
 OL0310'A STREET LIGHT ATTACHED, 2.68 METERS (8.8 FT) WEST OF A TELEPHONE POLE
 OL0310'WITH CABLES GOING UNDERGROUND, AND 1.82 METERS (6.0 FT) EAST OF THE
 OL0310'GUY WIRE ANCHOR TO THE TELRPHONE POLE.  NOTE, DRIVING RATE EXCEEDED,
 OL0310'ROD ANCHORED.
 OL0310'THE MARK IS 0.24 METERS  N FROM A WITNESS POST.
 OL0310'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 OL0310
 OL0310                          STATION RECOVERY (1997)
 OL0310
 OL0310'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0310'RECOVERED IN GOOD CONDITION.
 OL0310
 OL0310                          STATION RECOVERY (2002)
 OL0310
 OL0310'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0310'RECOVERED IN GOOD CONDITION.
 OL0310
 OL0310                          STATION RECOVERY (2005)
 OL0310
 OL0310'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0344 ***********************************************************************
 OL0344  DESIGNATION -  L 316
 OL0344  PID         -  OL0344
 OL0344  STATE/COUNTY-  MI/MUSKEGON
 OL0344  USGS QUAD   -  
 OL0344
 OL0344                         *CURRENT SURVEY CONTROL
 OL0344  ___________________________________________________________________
 OL0344* NAD 83(1986)-  43 24 34.     (N)    086 19 34.     (W)     SCALED    
 OL0344* NAVD 88     -       208.509  (meters)     684.08   (feet)  ADJUSTED  
 OL0344  ___________________________________________________________________
 OL0344  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 OL0344  DYNAMIC HT  -         208.469 (meters)     683.95  (feet)  COMP
 OL0344  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OL0344
 OL0344  VERT ORDER  -  FIRST     CLASS II
 OL0344
 OL0344.The horizontal coordinates were scaled from a topographic map and have
 OL0344.an estimated accuracy of +/- 6 seconds.
 OL0344
 OL0344.The orthometric height was determined by differential leveling
 OL0344.and adjusted by the National Geodetic Survey in June 1991..
 OL0344
 OL0344.The geoid height was determined by GEOID03.
 OL0344
 OL0344.The dynamic height is computed by dividing the NAVD 88
 OL0344.geopotential number by the normal gravity value computed on the
 OL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0344.degrees latitude (g = 980.6199 gals.).
 OL0344
 OL0344.The modeled gravity was interpolated from observed gravity values.
 OL0344
 OL0344;                    North         East    Units  Estimated Accuracy
 OL0344;SPC MI S     -   213,950.    3,841,310.      MT  (+/- 180 meters Scaled)
 OL0344
 OL0344                          SUPERSEDED SURVEY CONTROL
 OL0344
 OL0344.No superseded survey control is available for this station.
 OL0344
 OL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP545065(NAD 83)
 OL0344_MARKER: I = METAL ROD
 OL0344_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0344_SP_SET: STAINLESS STEEL ROD
 OL0344_STAMPING: L 316 1984
 OL0344_MARK LOGO: NGS   
 OL0344_PROJECTION: RECESSED 3 CENTIMETERS
 OL0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0344_ROD/PIPE-DEPTH: 6.76 meters
 OL0344
 OL0344  HISTORY     - Date     Condition        Report By
 OL0344  HISTORY     - 1984     MONUMENTED       NGS
 OL0344
 OL0344                          STATION DESCRIPTION
 OL0344
 OL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0344'1.8 KM (1.15 MI) EAST FROM WHITEHALL.
 OL0344'0.1 KM (0.05 MI) NORTH ALONG MEARS STREET FROM THE POST OFFICE IN
 OL0344'WHITEHALL, THENCE 1.8 KM (1.1 MI) EAST ALONG COLBY STREET, AT PETERSON
 OL0344'ROAD LEADING NORTH TO THE OAKHURST CEMETERY ENTRANCE, 9.38 METERS
 OL0344'(30.8 FT) NORTH OF THE CENTERLINE OF COLBY STREET, 9.14 METERS
 OL0344'(30.0 FT) WEST OF THE CENTER OF PETERSON ROAD, 25.45 METERS (83.5 FT)
 OL0344'NORTHWEST AND ACROSS COLBY STREET FROM A POWERLINE POLE WITH A
 OL0344'TRANSFORMER ATTACHED, 13.86 METERS (45.5 FT) EAST-SOUTHEAST OF THE
 OL0344'SOUTHEAST CORNER OF A BRICK PLANTER AND THE OAKHURST CEMETERY SIGN,
 OL0344'AND 0.76 METERS (2.5 FT) WEST-NORTHWEST OF A POWERLINE POLE WITH A
 OL0344'STREET LIGHT ATTACHED.  NOTE, ROD DRIVEN TO REFUSAL AT THIS DEPTH AND
 OL0344'ANCHORED.
 OL0344'THE MARK IS ABOVE LEVEL WITH COLBY STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0376 ***********************************************************************
 OL0376  DESIGNATION -  L 317
 OL0376  PID         -  OL0376
 OL0376  STATE/COUNTY-  MI/OTTAWA
 OL0376  USGS QUAD   -  GRAND HAVEN (1980)
 OL0376
 OL0376                         *CURRENT SURVEY CONTROL
 OL0376  ___________________________________________________________________
 OL0376* NAD 83(1986)-  43 04 28.     (N)    086 13 07.     (W)     SCALED    
 OL0376* NAVD 88     -       185.458  (meters)     608.46   (feet)  ADJUSTED  
 OL0376  ___________________________________________________________________
 OL0376  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0376  DYNAMIC HT  -         185.416 (meters)     608.32  (feet)  COMP
 OL0376  MODELED GRAV-     980,391.1   (mgal)                       NAVD 88
 OL0376
 OL0376  VERT ORDER  -  FIRST     CLASS II
 OL0376
 OL0376.The horizontal coordinates were scaled from a topographic map and have
 OL0376.an estimated accuracy of +/- 6 seconds.
 OL0376
 OL0376.The orthometric height was determined by differential leveling
 OL0376.and adjusted by the National Geodetic Survey in June 1991..
 OL0376
 OL0376.The geoid height was determined by GEOID03.
 OL0376
 OL0376.The dynamic height is computed by dividing the NAVD 88
 OL0376.geopotential number by the normal gravity value computed on the
 OL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0376.degrees latitude (g = 980.6199 gals.).
 OL0376
 OL0376.The modeled gravity was interpolated from observed gravity values.
 OL0376
 OL0376;                    North         East    Units  Estimated Accuracy
 OL0376;SPC MI S     -   176,550.    3,849,200.      MT  (+/- 180 meters Scaled)
 OL0376
 OL0376                          SUPERSEDED SURVEY CONTROL
 OL0376
 OL0376.No superseded survey control is available for this station.
 OL0376
 OL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN636693(NAD 83)
 OL0376_MARKER: DB = BENCH MARK DISK
 OL0376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OL0376_SP_SET: ABUTMENT OF LARGE BRIDGE
 OL0376_STAMPING: L 317 1984
 OL0376_MARK LOGO: NGS   
 OL0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0376+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OL0376
 OL0376  HISTORY     - Date     Condition        Report By
 OL0376  HISTORY     - 1984     MONUMENTED       NGS
 OL0376  HISTORY     - 19920418 GOOD             USPSQD
 OL0376  HISTORY     - 19960915 GOOD             USPSQD
 OL0376  HISTORY     - 19970308 GOOD             USPSQD
 OL0376  HISTORY     - 20020325 GOOD             USPSQD
 OL0376  HISTORY     - 20051205 GOOD             INDIV
 OL0376
 OL0376                          STATION DESCRIPTION
 OL0376
 OL0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0376'2.2 KM (1.4 MI) NNE FROM GRAND HAVEN.
 OL0376'0.7 KM (0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN
 OL0376'GRAND HAVEN, THENCE 1.5 KM (0.95 MI) NORTH ALONG U.S. HIGHWAY 31
 OL0376'(BEACON BOULEVARD), AT THE SOUTH END OF THE DRAW BRIDGE OVER THE GRAND
 OL0376'RIVER, SET IN TOP OF THE SOUTH END OF THE SOUTHWEST CURB OF THE
 OL0376'SOUTHBOUND LANES OF THE BRIDGE, 7.83 METERS (25.7 FT) WEST OF THE
 OL0376'CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 31, 0.48 METERS
 OL0376'(1.6 FT) NORTH OF THE SOUTH END OF THE BRIDGE, AND 1.03 METERS
 OL0376'(3.4 FT) WEST OF THE EAST EDGE OF THE BRIDGE CURBING.
 OL0376'THE MARK IS 0.3 M ABOVE HIGHWAY 31.
 OL0376
 OL0376                          STATION RECOVERY (1992)
 OL0376
 OL0376'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0376'RECOVERED IN GOOD CONDITION.
 OL0376
 OL0376                          STATION RECOVERY (1996)
 OL0376
 OL0376'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0376'RECOVERED IN GOOD CONDITION.
 OL0376
 OL0376                          STATION RECOVERY (1997)
 OL0376
 OL0376'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0376'RECOVERED IN GOOD CONDITION.
 OL0376
 OL0376                          STATION RECOVERY (2002)
 OL0376
 OL0376'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0376'RECOVERED IN GOOD CONDITION.
 OL0376
 OL0376                          STATION RECOVERY (2005)
 OL0376
 OL0376'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0329 ***********************************************************************
 OL0329  DESIGNATION -  L 318
 OL0329  PID         -  OL0329
 OL0329  STATE/COUNTY-  MI/OCEANA
 OL0329  USGS QUAD   -  
 OL0329
 OL0329                         *CURRENT SURVEY CONTROL
 OL0329  ___________________________________________________________________
 OL0329* NAD 83(1986)-  43 42 10.     (N)    086 21 12.     (W)     SCALED    
 OL0329* NAVD 88     -       209.099  (meters)     686.02   (feet)  ADJUSTED  
 OL0329  ___________________________________________________________________
 OL0329  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OL0329  DYNAMIC HT  -         209.059 (meters)     685.89  (feet)  COMP
 OL0329  MODELED GRAV-     980,420.3   (mgal)                       NAVD 88
 OL0329
 OL0329  VERT ORDER  -  FIRST     CLASS II
 OL0329
 OL0329.The horizontal coordinates were scaled from a topographic map and have
 OL0329.an estimated accuracy of +/- 6 seconds.
 OL0329
 OL0329.The orthometric height was determined by differential leveling
 OL0329.and adjusted by the National Geodetic Survey in June 1991..
 OL0329
 OL0329.The geoid height was determined by GEOID03.
 OL0329
 OL0329.The dynamic height is computed by dividing the NAVD 88
 OL0329.geopotential number by the normal gravity value computed on the
 OL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0329.degrees latitude (g = 980.6199 gals.).
 OL0329
 OL0329.The modeled gravity was interpolated from observed gravity values.
 OL0329
 OL0329;                    North         East    Units  Estimated Accuracy
 OL0329;SPC MI S     -   246,580.    3,839,880.      MT  (+/- 180 meters Scaled)
 OL0329
 OL0329                          SUPERSEDED SURVEY CONTROL
 OL0329
 OL0329.No superseded survey control is available for this station.
 OL0329
 OL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP521390(NAD 83)
 OL0329_MARKER: I = METAL ROD
 OL0329_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0329_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0329_STAMPING: L 318 1984
 OL0329_MARK LOGO: NGS   
 OL0329_PROJECTION: FLUSH
 OL0329_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0329+STABILITY: POSITION/ELEVATION WELL
 OL0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0329+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2006
 OL0329_ROD/PIPE-DEPTH: 17.1 meters
 OL0329_SLEEVE-DEPTH  : 3.0 meters
 OL0329
 OL0329  HISTORY     - Date     Condition        Report By
 OL0329  HISTORY     - 1984     MONUMENTED       NGS
 OL0329  HISTORY     - 19940820 GOOD             USPSQD
 OL0329  HISTORY     - 20010928 MARK NOT FOUND   USPSQD
 OL0329  HISTORY     - 20041014 MARK NOT FOUND   USPSQD
 OL0329  HISTORY     - 20060608 GOOD             MIDT
 OL0329
 OL0329                          STATION DESCRIPTION
 OL0329
 OL0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0329'0.96 KM (0.6 MI) EAST FROM HART.
 OL0329'0.16 KM (0.1 MI) NORTH ALONG STATE STREET FROM THE POST OFFICE IN
 OL0329'HART, THENCE 0.81 KM (0.5 MI) EAST ALONG EAST MAIN STREET, AT THE
 OL0329'ENTRANCE AND JUST SOUTH OF THE BRICK WORK SIGN TO THE OCEANA COUNTY
 OL0329'MEDICAL CARE FACILITY, ABOUT 61.0 METERS (200.0 FT) WEST OF OCEANA
 OL0329'DRIVE (OLD HIGHWAY 31), 18.4 METERS (60.3 FT) SOUTH OF THE CENTERLINE
 OL0329'OF EAST MAIN STREET, 2.4 METERS (7.8 FT) SOUTH OF THE SOUTH FACE OF A
 OL0329'5 FEET HIGH BRICK ENTRANCE SIGN, 12.9 METERS (42.4 FT) EAST OF THE
 OL0329'APPROXIMATE CENTER OF THE ASPHALT DRIVE TO THE FACILITY, 2.7 METERS
 OL0329'(8.8 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRICK SIGN,
 OL0329'3.2 METERS (10.4 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK
 OL0329'SIGN, AND 12.9 METERS (42.3 FT) WEST OF A WIRE FENCE.
 OL0329'THE MARK IS 0.31 M ABOVE TYLER RAOD.
 OL0329
 OL0329                          STATION RECOVERY (1994)
 OL0329
 OL0329'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0329'RECOVERED IN GOOD CONDITION.
 OL0329
 OL0329                          STATION RECOVERY (2001)
 OL0329
 OL0329'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 OL0329'MARK NOT FOUND.
 OL0329
 OL0329                          STATION RECOVERY (2004)
 OL0329
 OL0329'RECOVERY NOTE BY US POWER SQUADRON 2004 (CVA)
 OL0329'MARK NOT FOUND.
 OL0329
 OL0329                          STATION RECOVERY (2006)
 OL0329
 OL0329'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (RCZ)
 OL0329'RECOVERED AS ORIGINALLY DESCRIBED BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0427 ***********************************************************************
 NG0427  DESIGNATION -  L 319
 NG0427  PID         -  NG0427
 NG0427  STATE/COUNTY-  MI/ALLEGAN
 NG0427  USGS QUAD   -  FENNVILLE (1981)
 NG0427
 NG0427                         *CURRENT SURVEY CONTROL
 NG0427  ___________________________________________________________________
 NG0427* NAD 83(1986)-  42 36 13.     (N)    086 06 51.     (W)     SCALED    
 NG0427* NAVD 88     -       211.589  (meters)     694.19   (feet)  ADJUSTED  
 NG0427  ___________________________________________________________________
 NG0427  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 NG0427  DYNAMIC HT  -         211.532 (meters)     694.00  (feet)  COMP
 NG0427  MODELED GRAV-     980,346.4   (mgal)                       NAVD 88
 NG0427
 NG0427  VERT ORDER  -  FIRST     CLASS II
 NG0427
 NG0427.The horizontal coordinates were scaled from a topographic map and have
 NG0427.an estimated accuracy of +/- 6 seconds.
 NG0427
 NG0427.The orthometric height was determined by differential leveling
 NG0427.and adjusted by the National Geodetic Survey in June 1991..
 NG0427
 NG0427.The geoid height was determined by GEOID03.
 NG0427
 NG0427.The dynamic height is computed by dividing the NAVD 88
 NG0427.geopotential number by the normal gravity value computed on the
 NG0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0427.degrees latitude (g = 980.6199 gals.).
 NG0427
 NG0427.The modeled gravity was interpolated from observed gravity values.
 NG0427
 NG0427;                    North         East    Units  Estimated Accuracy
 NG0427;SPC MI S     -   124,070.    3,856,620.      MT  (+/- 180 meters Scaled)
 NG0427
 NG0427                          SUPERSEDED SURVEY CONTROL
 NG0427
 NG0427.No superseded survey control is available for this station.
 NG0427
 NG0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN726171(NAD 83)
 NG0427_MARKER: I = METAL ROD
 NG0427_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0427_SP_SET: STAINLESS STEEL ROD
 NG0427_STAMPING: L 319 1984
 NG0427_MARK LOGO: NGS   
 NG0427_PROJECTION: FLUSH
 NG0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0427_ROD/PIPE-DEPTH: 14.6 meters
 NG0427
 NG0427  HISTORY     - Date     Condition        Report By
 NG0427  HISTORY     - 1984     MONUMENTED       NGS
 NG0427  HISTORY     - 1988     GOOD             USPSQD
 NG0427
 NG0427                          STATION DESCRIPTION
 NG0427
 NG0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0427'1.8 KM (1.11 MI) NORTH FROM FENNVILLE.
 NG0427'0.8 KM (0.5 MI) WEST ALONG STATE HIGHWAY 89 (MAIN STREET) FROM THE
 NG0427'POST OFFICE IN FENNVILLE, THENCE 1.0 KM (0.65 MI) NORTH ALONG 58TH
 NG0427'STREET, AT A TELEPHONE POLE EAST AND ACROSS 58TH STREET FROM A FARM
 NG0427'HOUSE LOCATED AT 2532 58TH STREET, 8.83 METERS (29.0 FT) EAST OF THE
 NG0427'CENTERLINE OF 58TH STREET, 16.88 METERS (55.4 FT) NORTH OF A CORNER
 NG0427'FENCE POST, 15.84 METERS (52.0 FT) NORTH OF AN EXTENDED CENTERLINE OF
 NG0427'THE SOUTH ENTRANCE OF A CIRCLE DRIVE AROUND THE HOUSE, 7.46 METERS
 NG0427'(24.5 FT) SOUTH OF AN EXTENDED CENTERLINE OF THE NORTH ENTRANCE OF THE
 NG0427'CIRCLE DRIVE, 1.67 METERS (5.5 FT) WEST OF A FENCE AROUND THE DREAM
 NG0427'STABLES OWNED BY J. MOHRS, AND 0.76 METERS (2.5 FT) SOUTH-SOUTHEAST OF
 NG0427'A TELEPHONE POLE AND JUNCTION BOX.  NOTE, DRIVING RATE MET.
 NG0427'THE MARK IS 0.64 METERS  SE FROM A WITNESS POST.
 NG0427'THE MARK IS 0.15 M BELOW 58TH STREET.
 NG0427
 NG0427                          STATION RECOVERY (1988)
 NG0427
 NG0427'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0638 ***********************************************************************
 NE0638  DESIGNATION -  L 32
 NE0638  PID         -  NE0638
 NE0638  STATE/COUNTY-  MI/WAYNE
 NE0638  USGS QUAD   -  HIGHLAND PARK (1983)
 NE0638
 NE0638                         *CURRENT SURVEY CONTROL
 NE0638  ___________________________________________________________________
 NE0638* NAD 83(1986)-  42 26 13.     (N)    083 02 11.     (W)     SCALED    
 NE0638* NAVD 88     -       189.652  (meters)     622.22   (feet)  ADJUSTED  
 NE0638  ___________________________________________________________________
 NE0638  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 NE0638  DYNAMIC HT  -         189.599 (meters)     622.04  (feet)  COMP
 NE0638  MODELED GRAV-     980,334.2   (mgal)                       NAVD 88
 NE0638
 NE0638  VERT ORDER  -  FIRST     CLASS II
 NE0638
 NE0638.The horizontal coordinates were scaled from a topographic map and have
 NE0638.an estimated accuracy of +/- 6 seconds.
 NE0638
 NE0638.The orthometric height was determined by differential leveling
 NE0638.and adjusted by the National Geodetic Survey in June 1991..
 NE0638
 NE0638.The geoid height was determined by GEOID03.
 NE0638
 NE0638.The dynamic height is computed by dividing the NAVD 88
 NE0638.geopotential number by the normal gravity value computed on the
 NE0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0638.degrees latitude (g = 980.6199 gals.).
 NE0638
 NE0638.The modeled gravity was interpolated from observed gravity values.
 NE0638
 NE0638;                    North         East    Units  Estimated Accuracy
 NE0638;SPC MI S     -   104,940.    4,109,450.      MT  (+/- 180 meters Scaled)
 NE0638
 NE0638                          SUPERSEDED SURVEY CONTROL
 NE0638
 NE0638  NGVD 29 (??/??/92)  189.799  (m)          622.70   (f) ADJ UNCH    1 2
 NE0638
 NE0638.Superseded values are not recommended for survey control.
 NE0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0638.See file dsdata.txt to determine how the superseded data were derived.
 NE0638
 NE0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH325003(NAD 83)
 NE0638_MARKER: DB = BENCH MARK DISK
 NE0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0638_STAMPING: 622.699 L 32 1930
 NE0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0638+STABILITY: SURFACE MOTION
 NE0638
 NE0638  HISTORY     - Date     Condition        Report By
 NE0638  HISTORY     - 1930     MONUMENTED       CGS
 NE0638  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0638  HISTORY     - 20050223 MARK NOT FOUND   INDIV
 NE0638
 NE0638                          STATION DESCRIPTION
 NE0638
 NE0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0638'0.7 MI N FROM NORTH DETROIT.
 NE0638'0.7 MILE NORTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NE0638'STATION AT NORTH DETROIT, WAYNE COUNTY, 0.2 MILE NORTH OF SEVEN
 NE0638'MILE ROAD, 12 FEET NORTH OF MILEPOST D 11, AND 20 FEET EAST OF
 NE0638'THE EAST RAIL.  A STANDARD DISK, STAMPED 622.699 L 32 1930 AND
 NE0638'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NE0638'GROUND.
 NE0638
 NE0638                          STATION RECOVERY (2005)
 NE0638
 NE0638'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NE0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0251 ***********************************************************************
 PM0251  DESIGNATION -  L 321
 PM0251  PID         -  PM0251
 PM0251  STATE/COUNTY-  MI/MANISTEE
 PM0251  USGS QUAD   -  FREESOIL (1987)
 PM0251
 PM0251                         *CURRENT SURVEY CONTROL
 PM0251  ___________________________________________________________________
 PM0251* NAD 83(1986)-  44 21 24.     (N)    086 08 32.     (W)     SCALED    
 PM0251* NAVD 88     -       239.207  (meters)     784.80   (feet)  ADJUSTED  
 PM0251  ___________________________________________________________________
 PM0251  GEOID HEIGHT-         -34.89  (meters)                     GEOID03
 PM0251  DYNAMIC HT  -         239.179 (meters)     784.71  (feet)  COMP
 PM0251  MODELED GRAV-     980,496.9   (mgal)                       NAVD 88
 PM0251
 PM0251  VERT ORDER  -  FIRST     CLASS II
 PM0251
 PM0251.The horizontal coordinates were scaled from a topographic map and have
 PM0251.an estimated accuracy of +/- 6 seconds.
 PM0251
 PM0251.The orthometric height was determined by differential leveling
 PM0251.and adjusted by the National Geodetic Survey in June 1991..
 PM0251
 PM0251.The geoid height was determined by GEOID03.
 PM0251
 PM0251.The dynamic height is computed by dividing the NAVD 88
 PM0251.geopotential number by the normal gravity value computed on the
 PM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0251.degrees latitude (g = 980.6199 gals.).
 PM0251
 PM0251.The modeled gravity was interpolated from observed gravity values.
 PM0251
 PM0251;                    North         East    Units  Estimated Accuracy
 PM0251;SPC MI C     -   117,120.    5,858,460.      MT  (+/- 180 meters Scaled)
 PM0251
 PM0251                          SUPERSEDED SURVEY CONTROL
 PM0251
 PM0251.No superseded survey control is available for this station.
 PM0251
 PM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ683118(NAD 83)
 PM0251_MARKER: I = METAL ROD
 PM0251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0251_SP_SET: STAINLESS STEEL ROD
 PM0251_STAMPING: L 321 1984
 PM0251_MARK LOGO: NGS   
 PM0251_PROJECTION: FLUSH
 PM0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0251+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 PM0251_ROD/PIPE-DEPTH: 19.5 meters
 PM0251
 PM0251  HISTORY     - Date     Condition        Report By
 PM0251  HISTORY     - 1984     MONUMENTED       NGS
 PM0251  HISTORY     - 19961023 GOOD             USPSQD
 PM0251  HISTORY     - 20010331 GOOD             NGS
 PM0251  HISTORY     - 20051009 GOOD             USPSQD
 PM0251
 PM0251                          STATION DESCRIPTION
 PM0251
 PM0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0251'21.84 KM (13.65 MI) NE FROM MANISTEE.
 PM0251'16.0 KM (10.0 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0251'IN MANISTEE, THENCE 2.56 KM (1.6 MI) NORTHEAST ALONG OLD HIGHWAY 31,
 PM0251'THENCE 1.6 KM (1.0 MI) EAST ALONG LYMAN ROAD, THENCE 1.68 KM (1.05 MI)
 PM0251'NORTH ALONG ADAMSON ROAD, 16.9 METERS (55.3 FT) SOUTH OF THE
 PM0251'CENTERLINE OF 8 MILE ROAD, 16.6 METERS (54.5 FT) WEST OF THE
 PM0251'CENTERLINE OF ADAMSON LAKE ROAD, AND 0.8 METER (2.6 FT) SOUTH OF A
 PM0251'POWERLINE POLE (WEST).
 PM0251'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 PM0251'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF 8 MILE RD.
 PM0251
 PM0251                          STATION RECOVERY (1996)
 PM0251
 PM0251'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0251'RECOVERED IN GOOD CONDITION.
 PM0251
 PM0251                          STATION RECOVERY (2001)
 PM0251
 PM0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0251'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0251' 
 PM0251
 PM0251                          STATION RECOVERY (2005)
 PM0251
 PM0251'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1238 ***********************************************************************
 NF1238  DESIGNATION -  L 322
 NF1238  PID         -  NF1238
 NF1238  STATE/COUNTY-  MI/KALAMAZOO
 NF1238  USGS QUAD   -  KALAMAZOO SW (1979)
 NF1238
 NF1238                         *CURRENT SURVEY CONTROL
 NF1238  ___________________________________________________________________
 NF1238* NAD 83(1986)-  42 17 45.     (N)    085 38 15.     (W)     SCALED    
 NF1238* NAVD 88     -       285.808  (meters)     937.69   (feet)  ADJUSTED  
 NF1238  ___________________________________________________________________
 NF1238  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NF1238  DYNAMIC HT  -         285.719 (meters)     937.40  (feet)  COMP
 NF1238  MODELED GRAV-     980,304.8   (mgal)                       NAVD 88
 NF1238
 NF1238  VERT ORDER  -  FIRST     CLASS II
 NF1238
 NF1238.The horizontal coordinates were scaled from a topographic map and have
 NF1238.an estimated accuracy of +/- 6 seconds.
 NF1238
 NF1238.The orthometric height was determined by differential leveling
 NF1238.and adjusted by the National Geodetic Survey in June 1991..
 NF1238
 NF1238.The geoid height was determined by GEOID03.
 NF1238
 NF1238.The dynamic height is computed by dividing the NAVD 88
 NF1238.geopotential number by the normal gravity value computed on the
 NF1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1238.degrees latitude (g = 980.6199 gals.).
 NF1238
 NF1238.The modeled gravity was interpolated from observed gravity values.
 NF1238
 NF1238;                    North         East    Units  Estimated Accuracy
 NF1238;SPC MI S     -    89,190.    3,895,210.      MT  (+/- 180 meters Scaled)
 NF1238
 NF1238                          SUPERSEDED SURVEY CONTROL
 NF1238
 NF1238  NGVD 29 (01/19/93)  285.940  (m)          938.12   (f) ADJUSTED    1 2
 NF1238
 NF1238.Superseded values are not recommended for survey control.
 NF1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1238.See file dsdata.txt to determine how the superseded data were derived.
 NF1238
 NF1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM123835(NAD 83)
 NF1238_MARKER: I = METAL ROD
 NF1238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1238_SP_SET: STAINLESS STEEL ROD
 NF1238_STAMPING: L 322 1984
 NF1238_MARK LOGO: NGS   
 NF1238_PROJECTION: FLUSH
 NF1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1238_ROD/PIPE-DEPTH: 5.2  meters
 NF1238
 NF1238  HISTORY     - Date     Condition        Report By
 NF1238  HISTORY     - 1984     MONUMENTED       NGS
 NF1238  HISTORY     - 19970309 GOOD             USPSQD
 NF1238  HISTORY     - 20041221 GOOD             MIDH
 NF1238
 NF1238                          STATION DESCRIPTION
 NF1238
 NF1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1238'IN KALAMAZOO.
 NF1238'IN KALAMAZOO, AT THE INTERSECTION OF WEST MAIN STREET AND TURWILL
 NF1238'LANE, 17.2 M (56.4 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 NF1238'OF THE STREET, 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF THE LANE,
 NF1238'1.1 M (3.6 FT) SOUTH OF A UTILITY POLE WITH 4 GUY WIRES, AND 2.4 M
 NF1238'(7.9 FT) SOUTHWEST OF UNDERGROUND CABLE JUNCTION BOX 4001.
 NF1238'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1238'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NF1238'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NF1238
 NF1238                          STATION RECOVERY (1997)
 NF1238
 NF1238'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1238'RECOVERED IN GOOD CONDITION.
 NF1238
 NF1238                          STATION RECOVERY (2004)
 NF1238
 NF1238'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2004 (GRH)
 NF1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1229 ***********************************************************************
 NF1229  DESIGNATION -  L 323
 NF1229  PID         -  NF1229
 NF1229  STATE/COUNTY-  MI/KALAMAZOO
 NF1229  USGS QUAD   -  GOBLES EAST (1981)
 NF1229
 NF1229                         *CURRENT SURVEY CONTROL
 NF1229  ___________________________________________________________________
 NF1229* NAD 83(1986)-  42 22 23.     (N)    085 45 18.     (W)     SCALED    
 NF1229* NAVD 88     -       222.825  (meters)     731.05   (feet)  ADJUSTED  
 NF1229  ___________________________________________________________________
 NF1229  GEOID HEIGHT-         -32.98  (meters)                     GEOID03
 NF1229  DYNAMIC HT  -         222.760 (meters)     730.84  (feet)  COMP
 NF1229  MODELED GRAV-     980,327.8   (mgal)                       NAVD 88
 NF1229
 NF1229  VERT ORDER  -  FIRST     CLASS II
 NF1229
 NF1229.The horizontal coordinates were scaled from a topographic map and have
 NF1229.an estimated accuracy of +/- 6 seconds.
 NF1229
 NF1229.The orthometric height was determined by differential leveling
 NF1229.and adjusted by the National Geodetic Survey in June 1991..
 NF1229
 NF1229.The geoid height was determined by GEOID03.
 NF1229
 NF1229.The dynamic height is computed by dividing the NAVD 88
 NF1229.geopotential number by the normal gravity value computed on the
 NF1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1229.degrees latitude (g = 980.6199 gals.).
 NF1229
 NF1229.The modeled gravity was interpolated from observed gravity values.
 NF1229
 NF1229;                    North         East    Units  Estimated Accuracy
 NF1229;SPC MI S     -    97,920.    3,885,660.      MT  (+/- 180 meters Scaled)
 NF1229
 NF1229                          SUPERSEDED SURVEY CONTROL
 NF1229
 NF1229  NGVD 29 (01/19/93)  222.956  (m)          731.48   (f) ADJUSTED    1 2
 NF1229
 NF1229.Superseded values are not recommended for survey control.
 NF1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1229.See file dsdata.txt to determine how the superseded data were derived.
 NF1229
 NF1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM025919(NAD 83)
 NF1229_MARKER: I = METAL ROD
 NF1229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1229_SP_SET: STAINLESS STEEL ROD
 NF1229_STAMPING: L 323 1984
 NF1229_MARK LOGO: NGS   
 NF1229_PROJECTION: FLUSH
 NF1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1229_ROD/PIPE-DEPTH: 12.2 meters
 NF1229
 NF1229  HISTORY     - Date     Condition        Report By
 NF1229  HISTORY     - 1984     MONUMENTED       NGS
 NF1229  HISTORY     - 19970309 GOOD             USPSQD
 NF1229
 NF1229                          STATION DESCRIPTION
 NF1229
 NF1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1229'6.3 KM (3.9 MI) EAST FROM KENDALL.
 NF1229'6.3 M (3.9 MI) EASTERLY ALONG COUNTY ROAD 388 FROM THE POST OFFICE IN
 NF1229'KENDALL, 0.8 KM (0.5 MI) WEST OF THE INTERSECTION OF 2ND AVENUE, 164.4
 NF1229'M (539.4 FT) EAST OF A HIGH LINE CROSSING THE ROAD, 10.4 M (34.1 FT)
 NF1229'SOUTH OF THE CENTERLINE OF THE ROAD, 3.4 M (11.1 FT) EAST OF THE
 NF1229'CENTER OF A FIELD ENTRANCE AND GATE, AND 0.3 M (1.0 FT) NORTH OF A
 NF1229'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1229'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST
 NF1229'THE MARK IS 0.8 M BELOW THE ROAD.
 NF1229
 NF1229                          STATION RECOVERY (1997)
 NF1229
 NF1229'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1229'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1506 ***********************************************************************
 RL1506  DESIGNATION -  L 324
 RL1506  PID         -  RL1506
 RL1506  STATE/COUNTY-  MI/GOGEBIC
 RL1506  USGS QUAD   -  HARRIS LAKE (1982)
 RL1506
 RL1506                         *CURRENT SURVEY CONTROL
 RL1506  ___________________________________________________________________
 RL1506* NAD 83(1986)-  46 32 22.     (N)    089 50 19.     (W)     SCALED    
 RL1506* NAVD 88     -       426.787  (meters)    1400.22   (feet)  ADJUSTED  
 RL1506  ___________________________________________________________________
 RL1506  GEOID HEIGHT-         -30.68  (meters)                     GEOID03
 RL1506  DYNAMIC HT  -         426.814 (meters)    1400.31  (feet)  COMP
 RL1506  MODELED GRAV-     980,663.7   (mgal)                       NAVD 88
 RL1506
 RL1506  VERT ORDER  -  FIRST     CLASS II
 RL1506
 RL1506.The horizontal coordinates were scaled from a topographic map and have
 RL1506.an estimated accuracy of +/- 6 seconds.
 RL1506
 RL1506.The orthometric height was determined by differential leveling
 RL1506.and adjusted by the National Geodetic Survey in June 1991..
 RL1506
 RL1506.The geoid height was determined by GEOID03.
 RL1506
 RL1506.The dynamic height is computed by dividing the NAVD 88
 RL1506.geopotential number by the normal gravity value computed on the
 RL1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1506.degrees latitude (g = 980.6199 gals.).
 RL1506
 RL1506.The modeled gravity was interpolated from observed gravity values.
 RL1506
 RL1506;                    North         East    Units  Estimated Accuracy
 RL1506;SPC MI N     -   199,080.    7,782,320.      MT  (+/- 180 meters Scaled)
 RL1506
 RL1506                          SUPERSEDED SURVEY CONTROL
 RL1506
 RL1506.No superseded survey control is available for this station.
 RL1506
 RL1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS823579(NAD 83)
 RL1506_MARKER: I = METAL ROD
 RL1506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1506_SP_SET: STAINLESS STEEL ROD
 RL1506_STAMPING: L 324 1985
 RL1506_MARK LOGO: NGS   
 RL1506_PROJECTION: FLUSH
 RL1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1506+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1506_ROD/PIPE-DEPTH: 4    meters
 RL1506
 RL1506  HISTORY     - Date     Condition        Report By
 RL1506  HISTORY     - 1985     MONUMENTED       NGS
 RL1506  HISTORY     - 20040808 GOOD             USPSQD
 RL1506
 RL1506                          STATION DESCRIPTION
 RL1506
 RL1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1506'11.3 KM (7.0 MI) EAST FROM WAKEFIELD.
 RL1506'11.3 KM (7.0 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1506'WITH U.S. HIGHWAY 2 IN WAKEFIELD, 1.3 KM (0.8 MI) SOUTHWEST OF THE
 RL1506'INTERSECTION OF THE SOO LINE RAILROAD, AND 13.4 M (44.0 FT) NORTHWEST
 RL1506'OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 RL1506'THROUGH A 5-INCH LOGO CAP.
 RL1506'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RL1506'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1506
 RL1506                          STATION RECOVERY (2004)
 RL1506
 RL1506'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1494 ***********************************************************************
 RL1494  DESIGNATION -  L 325
 RL1494  PID         -  RL1494
 RL1494  STATE/COUNTY-  MI/ONTONAGON
 RL1494  USGS QUAD   -  
 RL1494
 RL1494                         *CURRENT SURVEY CONTROL
 RL1494  ___________________________________________________________________
 RL1494* NAD 83(1986)-  46 32 10.     (N)    089 10 40.     (W)     SCALED    
 RL1494* NAVD 88     -       347.609  (meters)    1140.45   (feet)  ADJUSTED  
 RL1494  ___________________________________________________________________
 RL1494  GEOID HEIGHT-         -31.94  (meters)                     GEOID03
 RL1494  DYNAMIC HT  -         347.622 (meters)    1140.49  (feet)  COMP
 RL1494  MODELED GRAV-     980,639.8   (mgal)                       NAVD 88
 RL1494
 RL1494  VERT ORDER  -  FIRST     CLASS II
 RL1494
 RL1494.The horizontal coordinates were scaled from a topographic map and have
 RL1494.an estimated accuracy of +/- 6 seconds.
 RL1494
 RL1494.The orthometric height was determined by differential leveling
 RL1494.and adjusted by the National Geodetic Survey in June 1991..
 RL1494
 RL1494.The geoid height was determined by GEOID03.
 RL1494
 RL1494.The dynamic height is computed by dividing the NAVD 88
 RL1494.geopotential number by the normal gravity value computed on the
 RL1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1494.degrees latitude (g = 980.6199 gals.).
 RL1494
 RL1494.The modeled gravity was interpolated from observed gravity values.
 RL1494
 RL1494;                    North         East    Units  Estimated Accuracy
 RL1494;SPC MI N     -   197,110.    7,832,970.      MT  (+/- 180 meters Scaled)
 RL1494
 RL1494                          SUPERSEDED SURVEY CONTROL
 RL1494
 RL1494.No superseded survey control is available for this station.
 RL1494
 RL1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS330559(NAD 83)
 RL1494_MARKER: I = METAL ROD
 RL1494_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1494_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RL1494_STAMPING: L 325 1985
 RL1494_MARK LOGO: NGS   
 RL1494_PROJECTION: FLUSH
 RL1494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1494+STABILITY: POSITION/ELEVATION WELL
 RL1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1494+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2004
 RL1494_ROD/PIPE-DEPTH: 20.7 meters
 RL1494_SLEEVE-DEPTH  : 6.1 meters
 RL1494
 RL1494  HISTORY     - Date     Condition        Report By
 RL1494  HISTORY     - 1985     MONUMENTED       NGS
 RL1494  HISTORY     - 19990311 GOOD             MIDT
 RL1494  HISTORY     - 20010615 GOOD             USPSQD
 RL1494  HISTORY     - 20040812 GOOD             USPSQD
 RL1494
 RL1494                          STATION DESCRIPTION
 RL1494
 RL1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1494'IN BRUCE CROSSING.
 RL1494'IN BRUCE CROSSING, AT THE INTERSECTION OF U.S. HIGHWAY 45 AND RAILROAD
 RL1494'STREET, AT THE SOUTH END OF A CITY PARK, 75.0 M (246.1 FT) EAST OF THE
 RL1494'CENTERLINE OF THE HIGHWAY, 21.0 M (68.9 FT) NORTH OF THE CENTER OF THE
 RL1494'STREET, 3.8 M (12.5 FT) WEST OF THE MOST SOUTHEAST SUPPORT LEG OF A
 RL1494'ROOF OVER A BASKETBALL COURT, AND 1.2 M (3.9 FT) WEST OF THE SOUTHEAST
 RL1494'CORNER OF A FENCE AROUND THE COVERED BASKETBALL COURT.  NOTE--ACCESS
 RL1494'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1494'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST AND FENCE
 RL1494'THE MARK IS ABOVE LEVEL WITH THE STREET.
 RL1494
 RL1494                          STATION RECOVERY (1999)
 RL1494
 RL1494'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RL1494'RECOVERED IN GOOD CONDITION.
 RL1494
 RL1494                          STATION RECOVERY (2001)
 RL1494
 RL1494'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1494'RECOVERED IN GOOD CONDITION.
 RL1494
 RL1494                          STATION RECOVERY (2004)
 RL1494
 RL1494'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0451 ***********************************************************************
 NG0451  DESIGNATION -  L 326
 NG0451  PID         -  NG0451
 NG0451  STATE/COUNTY-  MI/BERRIEN
 NG0451  USGS QUAD   -  BENTON HARBOR (1980)
 NG0451
 NG0451                         *CURRENT SURVEY CONTROL
 NG0451  ___________________________________________________________________
 NG0451* NAD 83(1986)-  42 06 40.     (N)    086 28 43.     (W)     SCALED    
 NG0451* NAVD 88     -       189.597  (meters)     622.04   (feet)  ADJUSTED  
 NG0451  ___________________________________________________________________
 NG0451  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NG0451  DYNAMIC HT  -         189.534 (meters)     621.83  (feet)  COMP
 NG0451  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 NG0451
 NG0451  VERT ORDER  -  FIRST     CLASS II
 NG0451
 NG0451.The horizontal coordinates were scaled from a topographic map and have
 NG0451.an estimated accuracy of +/- 6 seconds.
 NG0451
 NG0451.The orthometric height was determined by differential leveling
 NG0451.and adjusted by the National Geodetic Survey in June 1991..
 NG0451
 NG0451.The geoid height was determined by GEOID03.
 NG0451
 NG0451.The dynamic height is computed by dividing the NAVD 88
 NG0451.geopotential number by the normal gravity value computed on the
 NG0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0451.degrees latitude (g = 980.6199 gals.).
 NG0451
 NG0451.The modeled gravity was interpolated from observed gravity values.
 NG0451
 NG0451;                    North         East    Units  Estimated Accuracy
 NG0451;SPC MI S     -    70,070.    3,825,350.      MT  (+/- 180 meters Scaled)
 NG0451
 NG0451                          SUPERSEDED SURVEY CONTROL
 NG0451
 NG0451  NGVD 29 (01/19/93)  189.752  (m)          622.54   (f) ADJUSTED    1 2
 NG0451
 NG0451.Superseded values are not recommended for survey control.
 NG0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0451.See file dsdata.txt to determine how the superseded data were derived.
 NG0451
 NG0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM431622(NAD 83)
 NG0451_MARKER: I = METAL ROD
 NG0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0451_SP_SET: STAINLESS STEEL ROD
 NG0451_STAMPING: L 326 1985
 NG0451_MARK LOGO: NGS   
 NG0451_PROJECTION: RECESSED 2 CENTIMETERS
 NG0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0451_ROD/PIPE-DEPTH: 7.0  meters
 NG0451
 NG0451  HISTORY     - Date     Condition        Report By
 NG0451  HISTORY     - 1985     MONUMENTED       NGS
 NG0451
 NG0451                          STATION DESCRIPTION
 NG0451
 NG0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0451'IN ST JOSEPH.
 NG0451'IN ST JOSEPH, AT THE INTERSECTION OF MAIN AND PORT STREETS, 72.5 M
 NG0451'(237.9 FT) NORTHEAST OF THE CENTER OF PORT STREET, 20.4 M (66.9 FT)
 NG0451'SOUTHEAST OF THE CENTERLINE OF MAIN STREET, 11.8 M (38.7 FT) SOUTH OF
 NG0451'THE SOUTH CORNER OF A GUARD RAIL AROUND THE TOP STEP ALONG THE SIDE OF
 NG0451'A BRIDGE, 1.9 M (6.2 FT) NORTH OF THE NORTH CORNER OF THE COURTHOUSE
 NG0451'PARKING LOT, AND 0.5 M (1.6 FT) SOUTHWEST OF A GUARD RAIL.
 NG0451'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0451'THE MARK IS ABOVE LEVEL WITH THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1158 ***********************************************************************
 NF1158  DESIGNATION -  L 327
 NF1158  PID         -  NF1158
 NF1158  STATE/COUNTY-  MI/JACKSON
 NF1158  USGS QUAD   -  JACKSON SOUTH (1976)
 NF1158
 NF1158                         *CURRENT SURVEY CONTROL
 NF1158  ___________________________________________________________________
 NF1158* NAD 83(1986)-  42 14 30.     (N)    084 24 10.     (W)     SCALED    
 NF1158* NAVD 88     -       289.726  (meters)     950.54   (feet)  ADJUSTED  
 NF1158  ___________________________________________________________________
 NF1158  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NF1158  DYNAMIC HT  -         289.621 (meters)     950.20  (feet)  COMP
 NF1158  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NF1158
 NF1158  VERT ORDER  -  FIRST     CLASS II
 NF1158
 NF1158.The horizontal coordinates were scaled from a topographic map and have
 NF1158.an estimated accuracy of +/- 6 seconds.
 NF1158
 NF1158.The orthometric height was determined by differential leveling
 NF1158.and adjusted by the National Geodetic Survey in June 1991..
 NF1158
 NF1158.The geoid height was determined by GEOID03.
 NF1158
 NF1158.The dynamic height is computed by dividing the NAVD 88
 NF1158.geopotential number by the normal gravity value computed on the
 NF1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1158.degrees latitude (g = 980.6199 gals.).
 NF1158
 NF1158.The modeled gravity was interpolated from observed gravity values.
 NF1158
 NF1158;                    North         East    Units  Estimated Accuracy
 NF1158;SPC MI S     -    82,380.    3,997,020.      MT  (+/- 180 meters Scaled)
 NF1158
 NF1158                          SUPERSEDED SURVEY CONTROL
 NF1158
 NF1158  NGVD 29 (01/19/93)  289.846  (m)          950.94   (f) ADJUSTED    1 2
 NF1158
 NF1158.Superseded values are not recommended for survey control.
 NF1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1158.See file dsdata.txt to determine how the superseded data were derived.
 NF1158
 NF1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM142798(NAD 83)
 NF1158_MARKER: F = FLANGE-ENCASED ROD
 NF1158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1158_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1158_STAMPING: L 327 1985
 NF1158_MARK LOGO: NGS   
 NF1158_PROJECTION: FLUSH
 NF1158_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1158+STABILITY: POSITION/ELEVATION WELL
 NF1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1158+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NF1158_ROD/PIPE-DEPTH: 18.6 meters
 NF1158_SLEEVE-DEPTH  : 6.4 meters
 NF1158
 NF1158  HISTORY     - Date     Condition        Report By
 NF1158  HISTORY     - 1985     MONUMENTED       NGS
 NF1158  HISTORY     - 19910707 GOOD             USPSQD
 NF1158  HISTORY     - 19921116 GOOD             NGS
 NF1158  HISTORY     - 20000713 GOOD             NGS
 NF1158  HISTORY     - 20050710 GOOD             GEOCAC
 NF1158
 NF1158                          STATION DESCRIPTION
 NF1158
 NF1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1158'IN JACKSON.
 NF1158'IN JACKSON, AT 216 EAST BIDDLE STREET, 34.4 M (112.9 FT) NORTH OF THE
 NF1158'CENTER OF THE STREET, 28.1 M (92.2 FT) SOUTH OF THE SOUTH EDGE OF A
 NF1158'SIDEWALK LEADING TO THE EAST ENTRANCE OF THE MCCULLOCH SCHOOL, 7.1 M
 NF1158'(23.3 FT) EAST OF THE EAST FACE OF THE BUILDING, 7.1 M (23.3 FT) WEST
 NF1158'OF THE WEST EDGE OF A SIDEWALK, AND 2.6 M (8.5 FT) SOUTH OF A FLAG
 NF1158'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1158'THE MARK IS ABOVE LEVEL WITH BIDDLE STREET.
 NF1158
 NF1158                          STATION RECOVERY (1991)
 NF1158
 NF1158'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1158'RECOVERED IN GOOD CONDITION.
 NF1158
 NF1158                          STATION RECOVERY (1992)
 NF1158
 NF1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1158'IN JACKSON, AT 216 EAST BIDDLE STREET, 34.4 M (112.9 FT) NORTH OF THE
 NF1158'STREET CENTER, 28.1 M (92.2 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK,
 NF1158'7.1 M (23.3 FT) EAST OF THE EAST FACE OF THE MCCULLOGH ELEMENTERY
 NF1158'SCHOOL, 2.6 M (8.5 FT) SOUTH OF A FLAG POLE, AND 0.3 M (1.0 FT) ABOVE
 NF1158'THE LEVEL OF THE TRACK.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 NF1158'5-INCH LOGO CAP.
 NF1158
 NF1158                          STATION RECOVERY (2000)
 NF1158
 NF1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1158'RECOVERED AS DESCRIBED.
 NF1158
 NF1158                          STATION RECOVERY (2005)
 NF1158
 NF1158'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1158'HANDHELD COORDINATES ARE N42-14-29.76 W084-24-08.94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1457 ***********************************************************************
 RL1457  DESIGNATION -  L 328
 RL1457  PID         -  RL1457
 RL1457  STATE/COUNTY-  MI/MARQUETTE
 RL1457  USGS QUAD   -  MICHIGAMME (1956)
 RL1457
 RL1457                         *CURRENT SURVEY CONTROL
 RL1457  ___________________________________________________________________
 RL1457* NAD 83(1986)-  46 32 22.     (N)    088 02 12.     (W)     SCALED    
 RL1457* NAVD 88     -       482.691  (meters)    1583.63   (feet)  ADJUSTED  
 RL1457  ___________________________________________________________________
 RL1457  GEOID HEIGHT-         -33.37  (meters)                     GEOID03
 RL1457  DYNAMIC HT  -         482.710 (meters)    1583.69  (feet)  COMP
 RL1457  MODELED GRAV-     980,638.1   (mgal)                       NAVD 88
 RL1457
 RL1457  VERT ORDER  -  FIRST     CLASS II
 RL1457
 RL1457.The horizontal coordinates were scaled from a topographic map and have
 RL1457.an estimated accuracy of +/- 6 seconds.
 RL1457
 RL1457.The orthometric height was determined by differential leveling
 RL1457.and adjusted by the National Geodetic Survey in June 1991..
 RL1457
 RL1457.The geoid height was determined by GEOID03.
 RL1457
 RL1457.The dynamic height is computed by dividing the NAVD 88
 RL1457.geopotential number by the normal gravity value computed on the
 RL1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1457.degrees latitude (g = 980.6199 gals.).
 RL1457
 RL1457.The modeled gravity was interpolated from observed gravity values.
 RL1457
 RL1457;                    North         East    Units  Estimated Accuracy
 RL1457;SPC MI N     -   195,700.    7,920,490.      MT  (+/- 180 meters Scaled)
 RL1457
 RL1457                          SUPERSEDED SURVEY CONTROL
 RL1457
 RL1457.No superseded survey control is available for this station.
 RL1457
 RL1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS205545(NAD 83)
 RL1457_MARKER: I = METAL ROD
 RL1457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1457_SP_SET: STAINLESS STEEL ROD
 RL1457_STAMPING: L 328 1985
 RL1457_MARK LOGO: NGS   
 RL1457_PROJECTION: FLUSH
 RL1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1457_ROD/PIPE-DEPTH: 15.9 meters
 RL1457
 RL1457  HISTORY     - Date     Condition        Report By
 RL1457  HISTORY     - 1985     MONUMENTED       NGS
 RL1457  HISTORY     - 19990922 GOOD             USPSQD
 RL1457  HISTORY     - 20050906 GOOD             USPSQD
 RL1457
 RL1457                          STATION DESCRIPTION
 RL1457
 RL1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1457'6.3 KM (3.9 MI) WEST FROM CHAMPION.
 RL1457'6.3 KM (3.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1457'IN CHAMPION, 19.3 M (63.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1457'AND 18.7 M (61.4 FT) WEST OF THE CENTER OF GREEN ROAD.  NOTE--ACCESS
 RL1457'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1457'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RL1457'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 RL1457
 RL1457                          STATION RECOVERY (1999)
 RL1457
 RL1457'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1457'RECOVERED IN GOOD CONDITION.
 RL1457
 RL1457                          STATION RECOVERY (2005)
 RL1457
 RL1457'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RL1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0458 ***********************************************************************
 RK0458  DESIGNATION -  L 329
 RK0458  PID         -  RK0458
 RK0458  STATE/COUNTY-  MI/MARQUETTE
 RK0458  USGS QUAD   -  MARQUETTE (1975)
 RK0458
 RK0458                         *CURRENT SURVEY CONTROL
 RK0458  ___________________________________________________________________
 RK0458* NAD 83(1986)-  46 32 32.     (N)    087 29 09.     (W)     SCALED    
 RK0458* NAVD 88     -       355.795  (meters)    1167.30   (feet)  ADJUSTED  
 RK0458  ___________________________________________________________________
 RK0458  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 RK0458  DYNAMIC HT  -         355.822 (meters)    1167.39  (feet)  COMP
 RK0458  MODELED GRAV-     980,677.4   (mgal)                       NAVD 88
 RK0458
 RK0458  VERT ORDER  -  FIRST     CLASS II
 RK0458
 RK0458.The horizontal coordinates were scaled from a topographic map and have
 RK0458.an estimated accuracy of +/- 6 seconds.
 RK0458
 RK0458.The orthometric height was determined by differential leveling
 RK0458.and adjusted by the National Geodetic Survey in June 1991..
 RK0458
 RK0458.The geoid height was determined by GEOID03.
 RK0458
 RK0458.The dynamic height is computed by dividing the NAVD 88
 RK0458.geopotential number by the normal gravity value computed on the
 RK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0458.degrees latitude (g = 980.6199 gals.).
 RK0458
 RK0458.The modeled gravity was interpolated from observed gravity values.
 RK0458
 RK0458;                    North         East    Units  Estimated Accuracy
 RK0458;SPC MI N     -   195,610.    7,962,740.      MT  (+/- 180 meters Scaled)
 RK0458
 RK0458                          SUPERSEDED SURVEY CONTROL
 RK0458
 RK0458.No superseded survey control is available for this station.
 RK0458
 RK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS627544(NAD 83)
 RK0458_MARKER: DB = BENCH MARK DISK
 RK0458_SETTING: 66 = SET IN ROCK OUTCROP
 RK0458_SP_SET: ROCK OUTCROP
 RK0458_STAMPING: L 329 1985
 RK0458_MARK LOGO: NGS   
 RK0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0458+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2001
 RK0458
 RK0458  HISTORY     - Date     Condition        Report By
 RK0458  HISTORY     - 1985     MONUMENTED       NGS
 RK0458  HISTORY     - 19990712 GOOD             MIDT
 RK0458  HISTORY     - 20011011 GOOD             USPSQD
 RK0458
 RK0458                          STATION DESCRIPTION
 RK0458
 RK0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0458'4.8 KM (3.0 MI) WEST FROM MARQUETTE.
 RK0458'4.8 KM (3.0 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RK0458'WASHINGTON STREET IN MARQUETTE, IN THE SOUTHWESTERN 1/3 OF A 15 BY 100
 RK0458'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 46.0 M (150.9 FT) SOUTHWEST
 RK0458'OF THE CENTER OF A GRAVELED DRIVEWAY LEADING SOUTHEAST, 10.9 M
 RK0458'(35.8 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 RK0458'HIGHWAY, AND 1.0 M (3.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 RK0458'OUTCROP.
 RK0458'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 RK0458'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RK0458
 RK0458                          STATION RECOVERY (1999)
 RK0458
 RK0458'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0458'5.6 FEET N-25-W OF A CARSONITE WITNESS POST.
 RK0458
 RK0458                          STATION RECOVERY (2001)
 RK0458
 RK0458'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0152 ***********************************************************************
 OJ0152  DESIGNATION -  L 33
 OJ0152  PID         -  OJ0152
 OJ0152  STATE/COUNTY-  MI/HURON
 OJ0152  USGS QUAD   -  UBLY (1963)
 OJ0152
 OJ0152                         *CURRENT SURVEY CONTROL
 OJ0152  ___________________________________________________________________
 OJ0152* NAD 83(1986)-  43 42 37.     (N)    082 55 39.     (W)     SCALED    
 OJ0152* NAVD 88     -       240.295  (meters)     788.37   (feet)  ADJUSTED  
 OJ0152  ___________________________________________________________________
 OJ0152  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OJ0152  DYNAMIC HT  -         240.252 (meters)     788.23  (feet)  COMP
 OJ0152  MODELED GRAV-     980,432.1   (mgal)                       NAVD 88
 OJ0152
 OJ0152  VERT ORDER  -  FIRST     CLASS II
 OJ0152
 OJ0152.The horizontal coordinates were scaled from a topographic map and have
 OJ0152.an estimated accuracy of +/- 6 seconds.
 OJ0152
 OJ0152.The orthometric height was determined by differential leveling
 OJ0152.and adjusted by the National Geodetic Survey in June 1991..
 OJ0152
 OJ0152.The geoid height was determined by GEOID03.
 OJ0152
 OJ0152.The dynamic height is computed by dividing the NAVD 88
 OJ0152.geopotential number by the normal gravity value computed on the
 OJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0152.degrees latitude (g = 980.6199 gals.).
 OJ0152
 OJ0152.The modeled gravity was interpolated from observed gravity values.
 OJ0152
 OJ0152;                    North         East    Units  Estimated Accuracy
 OJ0152;SPC MI S     -   246,520.    4,115,990.      MT  (+/- 180 meters Scaled)
 OJ0152
 OJ0152                          SUPERSEDED SURVEY CONTROL
 OJ0152
 OJ0152  NGVD 29 (??/??/92)  240.422  (m)          788.78   (f) ADJ UNCH    1 2
 OJ0152
 OJ0152.Superseded values are not recommended for survey control.
 OJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0152.See file dsdata.txt to determine how the superseded data were derived.
 OJ0152
 OJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ447415(NAD 83)
 OJ0152_MARKER: DB = BENCH MARK DISK
 OJ0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0152_STAMPING: L 33 1934
 OJ0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0152+STABILITY: SURFACE MOTION
 OJ0152
 OJ0152  HISTORY     - Date     Condition        Report By
 OJ0152  HISTORY     - 1934     MONUMENTED       CGS
 OJ0152  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 OJ0152
 OJ0152                          STATION DESCRIPTION
 OJ0152
 OJ0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0152'AT UBLY.
 OJ0152'AT UBLY, HURON COUNTY, 52 YARDS SOUTHWEST OF THE SOUTH CORNER
 OJ0152'OF THE PERE MARQUETTE RAILWAY STATION, AT A HIGHWAY CROSSING,
 OJ0152'37 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET
 OJ0152'SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET NORTHWEST OF A POLE AND
 OJ0152'0.5 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OJ0152'STAMPED L 33 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0152'NOTE-- THE PERE MARQUETTE RAILWAY IS NOW THE CHESAPEAKE AND
 OJ0152'OHIO RAILWAY.
 OJ0152
 OJ0152                          STATION RECOVERY (1999)
 OJ0152
 OJ0152'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1162 ***********************************************************************
 NF1162  DESIGNATION -  L 330
 NF1162  PID         -  NF1162
 NF1162  STATE/COUNTY-  MI/JACKSON
 NF1162  USGS QUAD   -  JACKSON NORTH (1976)
 NF1162
 NF1162                         *CURRENT SURVEY CONTROL
 NF1162  ___________________________________________________________________
 NF1162* NAD 83(1994)-  42 15 17.41282(N)    084 27 37.26817(W)     ADJUSTED  
 NF1162* NAVD 88     -       304.777  (meters)     999.92   (feet)  ADJUSTED  
 NF1162  ___________________________________________________________________
 NF1162  X           -     456,435.715 (meters)                     COMP
 NF1162  Y           -  -4,706,129.582 (meters)                     COMP
 NF1162  Z           -   4,266,779.265 (meters)                     COMP
 NF1162  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 NF1162  ELLIP HEIGHT-         270.68  (meters)          (07/17/02) GPS OBS
 NF1162  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NF1162  DYNAMIC HT  -         304.668 (meters)     999.56  (feet)  COMP
 NF1162  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 NF1162
 NF1162  HORZ ORDER  -  FIRST
 NF1162  VERT ORDER  -  FIRST     CLASS II
 NF1162  ELLP ORDER  -  FOURTH    CLASS I
 NF1162
 NF1162.This mark is at Jackson Co-Reynolds Fld Airport (JXN)
 NF1162
 NF1162.The horizontal coordinates were established by GPS observations
 NF1162.and adjusted by the National Geodetic Survey in February 1997..
 NF1162
 NF1162.The orthometric height was determined by differential leveling
 NF1162.and adjusted by the National Geodetic Survey in June 1991..
 NF1162
 NF1162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1162
 NF1162.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1162
 NF1162.The ellipsoidal height was determined by GPS observations
 NF1162.and is referenced to NAD 83.
 NF1162
 NF1162.The geoid height was determined by GEOID03.
 NF1162
 NF1162.The dynamic height is computed by dividing the NAVD 88
 NF1162.geopotential number by the normal gravity value computed on the
 NF1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1162.degrees latitude (g = 980.6199 gals.).
 NF1162
 NF1162.The modeled gravity was interpolated from observed gravity values.
 NF1162
 NF1162;                    North         East     Units Scale Factor Converg.
 NF1162;SPC MI S     -    83,850.353 3,992,269.380   MT  0.99996694   -0 03 49.5
 NF1162;SPC MI S     -   275,099.58 13,097,996.65   iFT  0.99996694   -0 03 49.5
 NF1162;UTM  16      - 4,681,194.212   709,492.989   MT  1.00014003   +1 42 30.1
 NF1162
 NF1162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1162!SPC MI S     -   0.99995755  x   0.99996694  =   0.99992449
 NF1162!UTM  16      -   0.99995755  x   1.00014003  =   1.00009757
 NF1162
 NF1162                          SUPERSEDED SURVEY CONTROL
 NF1162
 NF1162  ELLIP H (02/03/97)  270.65   (m)                       GP(       ) 4 1
 NF1162  NAD 83(1986)-  42 15 17.41414(N)    084 27 37.29049(W) AD(       ) 1
 NF1162  NAVD 88 (04/10/92)  304.78   (m)          999.9    (f) LEVELING    3  
 NF1162  NGVD 29 (01/19/93)  304.897  (m)         1000.32   (f) ADJUSTED    1 2
 NF1162
 NF1162.Superseded values are not recommended for survey control.
 NF1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1162.See file dsdata.txt to determine how the superseded data were derived.
 NF1162
 NF1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM0949381194(NAD 83)
 NF1162_MARKER: I = METAL ROD
 NF1162_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1162_SP_SET: STAINLESS STEEL ROD
 NF1162_STAMPING: L 330 1985
 NF1162_MARK LOGO: NGS   
 NF1162_PROJECTION: FLUSH
 NF1162_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1162+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NF1162_ROD/PIPE-DEPTH: 7.6  meters
 NF1162
 NF1162  HISTORY     - Date     Condition        Report By
 NF1162  HISTORY     - 1985     MONUMENTED       NGS
 NF1162  HISTORY     - 19910131 GOOD             MIDH
 NF1162  HISTORY     - 19910707 GOOD             USPSQD
 NF1162  HISTORY     - 19940521 GOOD             NGS
 NF1162  HISTORY     - 20010530 GOOD             ADVANC
 NF1162  HISTORY     - 20050622 GOOD             MIDT
 NF1162  HISTORY     - 20050710 GOOD             GEOCAC
 NF1162
 NF1162                          STATION DESCRIPTION
 NF1162
 NF1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1162'3.5 KM (2.2 MI) WEST FROM JACKSON.
 NF1162'THE MARK IS 0.4 M ABOVE THE AVENUE.
 NF1162'3.4 KM (2.1 MI) WESTERLY ALONG MICHIGAN AVENUE FROM ITS JUNCTION WITH
 NF1162'U.S. HIGHWAY 127 IN THE WEST EDGE OF JACKSON, THENCE 0.1 KM (0.05 MI)
 NF1162'NORTH AND EAST ALONG WILDWOOD AVENUE, 71.7 M (235.2 FT) NORTH OF THE
 NF1162'CENTERLINE OF THE WEST BOUND LANES OF MICHIGAN AVENUE, 16.0 M (52.5
 NF1162'FT) WEST OF THE CENTER OF THE ENTRANCE TO THE REYNOLDS MUNICIPAL
 NF1162'AIRPORT, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF WILDWOOD AVENUE,
 NF1162'AND 6.3 M (20.7 FT) WEST-SOUTHWEST OF THE EAST FENCE CORNER OF A CHAIN
 NF1162'LINK FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 NF1162'CAP.
 NF1162'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST AND FENCE
 NF1162
 NF1162                          STATION RECOVERY (1991)
 NF1162
 NF1162'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF1162'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 32,
 NF1162'T-2-S, R-1-W, SANDSTONE TOWNSHIP, JACKSON COUNTY. IT IS ON THE
 NF1162'NORTHWEST SIDE OF JACKSON, AND ON THE WILDWOOD AVENUE RIGHT-OF-WAY
 NF1162'AND ON THE JACKSON NORTH QUADRANGLE MAP.
 NF1162'TO REACH THE STATION FROM THE INTERSTATE 94 AND LAURENCE ROAD (AIRPORT
 NF1162'EXIT 137) INTERCHANGE, GO SOUTH ON LAURENCE ROAD FOR 1.1 MI (1.8 KM)
 NF1162'TO THE SECOND STOP LIGHT (WILDWOOD AVENUE), TURN RIGHT GOING WEST ON
 NF1162'WILDWOOD ROAD FOR 0.65 MI (1.05 KM) TO THE AIRPORT ENTRANCE AND
 NF1162'STATION ON THE RIGHT AS DESCRIBED.
 NF1162'STATION IS ACCESSED THROUGH A 5 INCH LOGO CAP.  IT IS 52.5 FT
 NF1162'(16.0 M) WEST OF THE CENTER OF THE AIRPORT ENTRANCE TO REYNOLDS
 NF1162'FIELD, JACKSON MUNICIPAL AIRPORT, 49.5 FT (15.1 M) NORTH OF THE
 NF1162'CENTERLINE OF WILDWOOD AVENUE, 20.7 FT (6.3 M) WEST OF THE EAST
 NF1162'CORNER OF A CHAIN LINK FENCE, AND 1.5 FEET SOUTH OF A CHAIN LINK
 NF1162'FENCE AND NGS CARSONITE WITNESS POST.
 NF1162
 NF1162                          STATION RECOVERY (1991)
 NF1162
 NF1162'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1162'RECOVERED IN GOOD CONDITION.
 NF1162
 NF1162                          STATION RECOVERY (1994)
 NF1162
 NF1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1162'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTHWEST OF JACKSON, AT THE
 NF1162'ENTRANCE ROAD TO THE JACKSON COUNTY AIRPORT, ON ROAD RIGHT-OF-WAY,
 NF1162'ALONG A LOW AIRPORT PERIMETER CHAIN LINK FENCE, IN THE WEST CENTRAL
 NF1162'32, T 2 S, R 1 W.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO
 NF1162'REACH FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NF1162'AIRPORT ROAD (EXIT 137) , ON THE NORTHWEST SIDE OF JACKSON, GO SOUTH
 NF1162'ON AIRPORT ROAD FOR 0.92 KM (0.55 MI) TO A PAVED ROAD RIGHT.  TURN
 NF1162'RIGHT, WEST, THEN SOUTH ON ARGYLE ROAD FOR 1.18 KM (0.75 MI) TO A
 NF1162'T-ROAD.  TURN RIGHT, WEST, ON WILDWOOD AVENUE FOR 0.62 KM (0.40 MI) TO
 NF1162'THE AIRPORT ENTRANCE ROAD ON THE RIGHT AND THE STATION IN THE
 NF1162'NORTHWEST ANGLE OF THE JUNCTION.  STATION MARK IS A PUNCH HOLE TOP
 NF1162'CENTER ON A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A
 NF1162'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 16.0 M (52.5 FT) WEST OF
 NF1162'THE ENTRANCE ROAD CENTER, 15.1 M (49.5 FT) NORTH OF THE CENTER OF
 NF1162'WILDWOOD AVENUE, 6.3 M (20.7 FT) WEST OF A FENCE CORNER, AND 0.5 M
 NF1162'(1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST SET IN THE FENCE LINE.
 NF1162'DESCRIBED BY MDOT, TYPED BY GRH
 NF1162
 NF1162                          STATION RECOVERY (2001)
 NF1162
 NF1162'RECOVERY NOTE BY ADVANCED SURVEY AND MAP 2001 (LRF)
 NF1162'RECOVERED IN GOOD CONDITION.
 NF1162
 NF1162                          STATION RECOVERY (2005)
 NF1162
 NF1162'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (SR)
 NF1162'RECOVERED IN GOOD CONDITION.
 NF1162
 NF1162                          STATION RECOVERY (2005)
 NF1162
 NF1162'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1162'THE STATION IS LOCATED 52.5 FEET WEST OF THE CENTERLINE OF THE
 NF1162'ENTRANCE ROAD, 49.5 FEET NORTH OF THE CENTERLINE OF WILDWOOD AVENUE,
 NF1162'45.33 FEET SOUTH OF A CHAIN LINK FENCE THAT ENCLOSES AN AIR FORCE T-33
 NF1162'JET AIRCRAFT STATIC DISPLAY, AND 1.33 FEET SOUTH OF AN ORANGE
 NF1162'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1043 ***********************************************************************
 NE1043  DESIGNATION -  L 331
 NE1043  PID         -  NE1043
 NE1043  STATE/COUNTY-  MI/WASHTENAW
 NE1043  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE1043
 NE1043                         *CURRENT SURVEY CONTROL
 NE1043  ___________________________________________________________________
 NE1043* NAD 83(1986)-  42 15 37.     (N)    083 44 25.     (W)     SCALED    
 NE1043* NAVD 88     -       256.659  (meters)     842.06   (feet)  ADJUSTED  
 NE1043  ___________________________________________________________________
 NE1043  GEOID HEIGHT-         -33.98  (meters)                     GEOID03
 NE1043  DYNAMIC HT  -         256.578 (meters)     841.79  (feet)  COMP
 NE1043  MODELED GRAV-     980,298.1   (mgal)                       NAVD 88
 NE1043
 NE1043  VERT ORDER  -  FIRST     CLASS II
 NE1043
 NE1043.The horizontal coordinates were scaled from a topographic map and have
 NE1043.an estimated accuracy of +/- 6 seconds.
 NE1043
 NE1043.The orthometric height was determined by differential leveling
 NE1043.and adjusted by the National Geodetic Survey in June 1991..
 NE1043
 NE1043.The geoid height was determined by GEOID03.
 NE1043
 NE1043.The dynamic height is computed by dividing the NAVD 88
 NE1043.geopotential number by the normal gravity value computed on the
 NE1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1043.degrees latitude (g = 980.6199 gals.).
 NE1043
 NE1043.The modeled gravity was interpolated from observed gravity values.
 NE1043
 NE1043;                    North         East    Units  Estimated Accuracy
 NE1043;SPC MI S     -    84,640.    4,051,680.      MT  (+/- 180 meters Scaled)
 NE1043
 NE1043                          SUPERSEDED SURVEY CONTROL
 NE1043
 NE1043  NGVD 29 (01/19/93)  256.778  (m)          842.45   (f) ADJUSTED    1 2
 NE1043
 NE1043.Superseded values are not recommended for survey control.
 NE1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1043.See file dsdata.txt to determine how the superseded data were derived.
 NE1043
 NE1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG739823(NAD 83)
 NE1043_MARKER: F = FLANGE-ENCASED ROD
 NE1043_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1043_SP_SET: STAINLESS STEEL ROD
 NE1043_STAMPING: L 331 1985
 NE1043_MARK LOGO: NGS   
 NE1043_PROJECTION: FLUSH
 NE1043_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1043_ROD/PIPE-DEPTH: 17.7 meters
 NE1043
 NE1043  HISTORY     - Date     Condition        Report By
 NE1043  HISTORY     - 1985     MONUMENTED       NGS
 NE1043  HISTORY     - 19930818 GOOD             WOOLPT
 NE1043  HISTORY     - 19930910 GOOD             WOOLPT
 NE1043  HISTORY     - 19981025 GOOD             USPSQD
 NE1043
 NE1043                          STATION DESCRIPTION
 NE1043
 NE1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1043'IN ANN ARBOR.
 NE1043'IN ANN ARBOR, AT THE INTERSECTION OF STATE AND STIMSON STREETS, 14.5 M
 NE1043'(47.6 FT) SOUTH OF THE EXTENDED CENTER OF STEMSON STREET, 11.6 M
 NE1043'(38.1 FT) WEST OF THE CENTER OF STATE STREET, 1.4 M (4.6 FT) SOUTH OF
 NE1043'A UTILITY POLE, AND 0.3 M (1.0 FT) EAST OF A FENCE.  NOTE--ACCESS TO
 NE1043'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1043'THE MARK IS ABOVE LEVEL WITH STATE STREET.
 NE1043
 NE1043                          STATION RECOVERY (1993)
 NE1043
 NE1043'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1043'RECOVERED AS DESCRIBED.
 NE1043
 NE1043                          STATION RECOVERY (1993)
 NE1043
 NE1043'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1043'RECOVERED AS DESCRIBED.
 NE1043
 NE1043                          STATION RECOVERY (1998)
 NE1043
 NE1043'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7975 ***********************************************************************
 AH7975  DESIGNATION -  L 332
 AH7975  PID         -  AH7975
 AH7975  STATE/COUNTY-  MI/INGHAM
 AH7975  USGS QUAD   -  MASON (1970)
 AH7975
 AH7975                         *CURRENT SURVEY CONTROL
 AH7975  ___________________________________________________________________
 AH7975* NAD 83(1986)-  42 31 26.     (N)    084 26 37.     (W)     SCALED    
 AH7975* NAVD 88     -       297.739  (meters)     976.83   (feet)  ADJUSTED  
 AH7975  ___________________________________________________________________
 AH7975  GEOID HEIGHT-         -33.85  (meters)                     GEOID03
 AH7975  DYNAMIC HT  -         297.644 (meters)     976.52  (feet)  COMP
 AH7975  MODELED GRAV-     980,294.6   (mgal)                       NAVD 88
 AH7975
 AH7975  VERT ORDER  -  FIRST     CLASS II
 AH7975
 AH7975.The horizontal coordinates were scaled from a topographic map and have
 AH7975.an estimated accuracy of +/- 6 seconds.
 AH7975
 AH7975.The orthometric height was determined by differential leveling
 AH7975.and adjusted by the National Geodetic Survey in January 2002..
 AH7975
 AH7975.The geoid height was determined by GEOID03.
 AH7975
 AH7975.The dynamic height is computed by dividing the NAVD 88
 AH7975.geopotential number by the normal gravity value computed on the
 AH7975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7975.degrees latitude (g = 980.6199 gals.).
 AH7975
 AH7975.The modeled gravity was interpolated from observed gravity values.
 AH7975
 AH7975;                    North         East    Units  Estimated Accuracy
 AH7975;SPC MI S     -   113,730.    3,993,680.      MT  (+/- 180 meters Scaled)
 AH7975
 AH7975                          SUPERSEDED SURVEY CONTROL
 AH7975
 AH7975.No superseded survey control is available for this station.
 AH7975
 AH7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN099111(NAD 83)
 AH7975_MARKER: DV = VERTICAL CONTROL DISK
 AH7975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7975_SP_SET: OVERPASS ABUTMENT
 AH7975_STAMPING: L 332 1992
 AH7975_MARK LOGO: NGS   
 AH7975_PROJECTION: FLUSH
 AH7975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7975+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 AH7975
 AH7975  HISTORY     - Date     Condition        Report By
 AH7975  HISTORY     - 1992     MONUMENTED       NGS
 AH7975  HISTORY     - 20000531 GOOD             NGS
 AH7975  HISTORY     - 20060429 GOOD             USPSQD
 AH7975
 AH7975                          STATION DESCRIPTION
 AH7975
 AH7975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7975'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 AH7975'MASON, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG SOUTH BARNES STREET AND
 AH7975'EDEN ROAD, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG ROLF ROAD, THENCE
 AH7975'1.0 KM (0.60 MI) SOUTHERLY ALONG EDEN ROAD, THENCE 1.2 KM (0.75 MI)
 AH7975'WESTERLY ALONG BARNES ROAD, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF THE
 AH7975'SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE ROAD OVERPASS OFU.S.
 AH7975'HIGHWAY 127, 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AH7975'LANES OF THE HIGHWAY, 9.1 M (29.9 FT) SOUTH OF THE ROAD CENTERLINE,
 AH7975'AND 1.2 M (3.9 FT) BELOW THE LEVEL OF THE ROAD.
 AH7975
 AH7975                          STATION RECOVERY (2000)
 AH7975
 AH7975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7975'RECOVERED AS DESCRIBED.
 AH7975
 AH7975                          STATION RECOVERY (2006)
 AH7975
 AH7975'RECOVERY NOTE BY US POWER SQUADRON 2006 (BV)
 AH7975'IMBEDDED CONCRETE SUPPORT OF SE CORNER OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7950 ***********************************************************************
 AH7950  DESIGNATION -  L 333
 AH7950  PID         -  AH7950
 AH7950  STATE/COUNTY-  MI/CLINTON
 AH7950  USGS QUAD   -  WACOUSTA (1973)
 AH7950
 AH7950                         *CURRENT SURVEY CONTROL
 AH7950  ___________________________________________________________________
 AH7950* NAD 83(1986)-  42 48 00.     (N)    084 44 20.     (W)     SCALED    
 AH7950* NAVD 88     -       258.428  (meters)     847.86   (feet)  ADJUSTED  
 AH7950  ___________________________________________________________________
 AH7950  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 AH7950  DYNAMIC HT  -         258.356 (meters)     847.62  (feet)  COMP
 AH7950  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 AH7950
 AH7950  VERT ORDER  -  FIRST     CLASS II
 AH7950
 AH7950.The horizontal coordinates were scaled from a topographic map and have
 AH7950.an estimated accuracy of +/- 6 seconds.
 AH7950
 AH7950.The orthometric height was determined by differential leveling
 AH7950.and adjusted by the National Geodetic Survey in January 2002..
 AH7950
 AH7950.The geoid height was determined by GEOID03.
 AH7950
 AH7950.The dynamic height is computed by dividing the NAVD 88
 AH7950.geopotential number by the normal gravity value computed on the
 AH7950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7950.degrees latitude (g = 980.6199 gals.).
 AH7950
 AH7950.The modeled gravity was interpolated from observed gravity values.
 AH7950
 AH7950;                    North         East    Units  Estimated Accuracy
 AH7950;SPC MI S     -   144,470.    3,969,550.      MT  (+/- 180 meters Scaled)
 AH7950
 AH7950                          SUPERSEDED SURVEY CONTROL
 AH7950
 AH7950.No superseded survey control is available for this station.
 AH7950
 AH7950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN849410(NAD 83)
 AH7950_MARKER: DV = VERTICAL CONTROL DISK
 AH7950_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH7950_SP_SET: OVERPASS ABUTMENT
 AH7950_STAMPING: L 333 1992
 AH7950_MARK LOGO: NGS   
 AH7950_PROJECTION: FLUSH
 AH7950_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH7950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7950+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7950
 AH7950  HISTORY     - Date     Condition        Report By
 AH7950  HISTORY     - 1992     MONUMENTED       NGS
 AH7950  HISTORY     - 19990408 GOOD             NGS
 AH7950
 AH7950                          STATION DESCRIPTION
 AH7950
 AH7950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7950'15.3 KM (9.50 MI) SOUTHEASTERLY ALONG GRAND RIVER AVENUE FROM THE
 AH7950'JUNCTION OF INTERSTATE HIGHWAY 96 IN PORTLAND (EXIT 77) , THENCE 0.2
 AH7950'KM (0.10 MI) NORTHERLY ALONG WRIGHT ROAD, SET VERTICALLY IN THE EAST
 AH7950'FACE OF THE SOUTH CONCRETE ABUTMENT OF THE ROAD OVERPASS OF INTERSTATE
 AH7950'HIGHWAY 96, 22.3 M (73.2 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AH7950'LANES OF THE HIGHWAY, 6.1 M (20.0 FT) EAST OF THE ROAD CENTERLINE, 0.8
 AH7950'M (2.6 FT) BELOW THE LEVEL OF THE ROAD, AND 0.5 M (1.6 FT) SOUTH OF
 AH7950'THE NORTHEAST END OF THE ABUTMENT.
 AH7950
 AH7950                          STATION RECOVERY (1999)
 AH7950
 AH7950'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7950'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0482 ***********************************************************************
 NG0482  DESIGNATION -  L 334
 NG0482  PID         -  NG0482
 NG0482  STATE/COUNTY-  MI/VAN BUREN
 NG0482  USGS QUAD   -  LAWRENCE (1981)
 NG0482
 NG0482                         *CURRENT SURVEY CONTROL
 NG0482  ___________________________________________________________________
 NG0482* NAD 83(1986)-  42 12 59.     (N)    086 06 34.     (W)     SCALED    
 NG0482* NAVD 88     -       218.767  (meters)     717.74   (feet)  ADJUSTED  
 NG0482  ___________________________________________________________________
 NG0482  GEOID HEIGHT-         -33.21  (meters)                     GEOID03
 NG0482  DYNAMIC HT  -         218.700 (meters)     717.52  (feet)  COMP
 NG0482  MODELED GRAV-     980,309.0   (mgal)                       NAVD 88
 NG0482
 NG0482  VERT ORDER  -  FIRST     CLASS II
 NG0482
 NG0482.The horizontal coordinates were scaled from a topographic map and have
 NG0482.an estimated accuracy of +/- 6 seconds.
 NG0482
 NG0482.The orthometric height was determined by differential leveling
 NG0482.and adjusted by the National Geodetic Survey in June 1991..
 NG0482
 NG0482.The geoid height was determined by GEOID03.
 NG0482
 NG0482.The dynamic height is computed by dividing the NAVD 88
 NG0482.geopotential number by the normal gravity value computed on the
 NG0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0482.degrees latitude (g = 980.6199 gals.).
 NG0482
 NG0482.The modeled gravity was interpolated from observed gravity values.
 NG0482
 NG0482;                    North         East    Units  Estimated Accuracy
 NG0482;SPC MI S     -    81,070.    3,856,110.      MT  (+/- 180 meters Scaled)
 NG0482
 NG0482                          SUPERSEDED SURVEY CONTROL
 NG0482
 NG0482  NGVD 29 (01/19/93)  218.912  (m)          718.21   (f) ADJUSTED    1 2
 NG0482
 NG0482.Superseded values are not recommended for survey control.
 NG0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0482.See file dsdata.txt to determine how the superseded data were derived.
 NG0482
 NG0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM735741(NAD 83)
 NG0482_MARKER: I = METAL ROD
 NG0482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0482_SP_SET: STAINLESS STEEL ROD
 NG0482_STAMPING: L 334 1985
 NG0482_MARK LOGO: NGS   
 NG0482_PROJECTION: FLUSH
 NG0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0482_ROD/PIPE-DEPTH: 7.3  meters
 NG0482
 NG0482  HISTORY     - Date     Condition        Report By
 NG0482  HISTORY     - 1985     MONUMENTED       NGS
 NG0482
 NG0482                          STATION DESCRIPTION
 NG0482
 NG0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0482'5.0 KM (3.1 MI) EAST FROM HARTFORD.
 NG0482'5.0 KM (3.1 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL IN
 NG0482'HARTFORD, 56.4 M (185.0 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 681,
 NG0482'10.8 M (35.4 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 M
 NG0482'(1.6 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 NG0482'THROUGH A 5-INCH LOGO CAP.
 NG0482'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 NG0482'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1185 ***********************************************************************
 NF1185  DESIGNATION -  L 335
 NF1185  PID         -  NF1185
 NF1185  STATE/COUNTY-  MI/CALHOUN
 NF1185  USGS QUAD   -  MARSHALL (1980)
 NF1185
 NF1185                         *CURRENT SURVEY CONTROL
 NF1185  ___________________________________________________________________
 NF1185* NAD 83(1986)-  42 16 11.     (N)    084 59 25.     (W)     SCALED    
 NF1185* NAVD 88     -       281.766  (meters)     924.43   (feet)  ADJUSTED  
 NF1185  ___________________________________________________________________
 NF1185  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 NF1185  DYNAMIC HT  -         281.672 (meters)     924.12  (feet)  COMP
 NF1185  MODELED GRAV-     980,280.5   (mgal)                       NAVD 88
 NF1185
 NF1185  VERT ORDER  -  FIRST     CLASS II
 NF1185
 NF1185.The horizontal coordinates were scaled from a topographic map and have
 NF1185.an estimated accuracy of +/- 6 seconds.
 NF1185
 NF1185.The orthometric height was determined by differential leveling
 NF1185.and adjusted by the National Geodetic Survey in June 1991..
 NF1185
 NF1185.The geoid height was determined by GEOID03.
 NF1185
 NF1185.The dynamic height is computed by dividing the NAVD 88
 NF1185.geopotential number by the normal gravity value computed on the
 NF1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1185.degrees latitude (g = 980.6199 gals.).
 NF1185
 NF1185.The modeled gravity was interpolated from observed gravity values.
 NF1185
 NF1185;                    North         East    Units  Estimated Accuracy
 NF1185;SPC MI S     -    85,690.    3,948,550.      MT  (+/- 180 meters Scaled)
 NF1185
 NF1185                          SUPERSEDED SURVEY CONTROL
 NF1185
 NF1185  NGVD 29 (01/19/93)  281.900  (m)          924.87   (f) ADJUSTED    1 2
 NF1185
 NF1185.Superseded values are not recommended for survey control.
 NF1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1185.See file dsdata.txt to determine how the superseded data were derived.
 NF1185
 NF1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM657816(NAD 83)
 NF1185_MARKER: DB = BENCH MARK DISK
 NF1185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1185_SP_SET: BRIDGE ABUTMENT
 NF1185_STAMPING: L 335 1985
 NF1185_MARK LOGO: NGS   
 NF1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1185+STABILITY: POSITION/ELEVATION WELL
 NF1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1185+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1185
 NF1185  HISTORY     - Date     Condition        Report By
 NF1185  HISTORY     - 1985     MONUMENTED       NGS
 NF1185  HISTORY     - 20040327 GOOD             USPSQD
 NF1185  HISTORY     - 20050901 GOOD             INDIV
 NF1185
 NF1185                          STATION DESCRIPTION
 NF1185
 NF1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1185'16.8 KM (10.45 MI) EAST FROM BATTLE CREEK.
 NF1185'16.8 KM (10.45 MI) EASTERLY ALONG MICHIGAN AVENUE FROM THE CITY HALL
 NF1185'IN BATTLE CREEK, OR 0.6 KM (0.35 MI) NORTH ALONG SUPERIOR STREET FROM
 NF1185'THE POST OFFICE IN ALBION, THENCE 20.3 KM (12.6 MI) WESTERLY ALONG
 NF1185'AUSTIN AND MICHIGAN AVENUES, 25.3 M (83.0 FT) EAST OF THE CENTERLINE
 NF1185'OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 5.9 M (19.4 FT) SOUTH OF
 NF1185'CENTER OF THE AVENUE.
 NF1185'THE MARK IS 0.3 M ABOVE THE AVENUE.
 NF1185
 NF1185                          STATION RECOVERY (2004)
 NF1185
 NF1185'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1185'RECOVERED IN GOOD CONDITION.
 NF1185
 NF1185                          STATION RECOVERY (2005)
 NF1185
 NF1185'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1181 ***********************************************************************
 NF1181  DESIGNATION -  L 336
 NF1181  PID         -  NF1181
 NF1181  STATE/COUNTY-  MI/CALHOUN
 NF1181  USGS QUAD   -  MARSHALL (1980)
 NF1181
 NF1181                         *CURRENT SURVEY CONTROL
 NF1181  ___________________________________________________________________
 NF1181* NAD 83(1986)-  42 16 30.     (N)    084 52 49.     (W)     SCALED    
 NF1181* NAVD 88     -       296.362  (meters)     972.31   (feet)  ADJUSTED  
 NF1181  ___________________________________________________________________
 NF1181  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF1181  DYNAMIC HT  -         296.261 (meters)     971.98  (feet)  COMP
 NF1181  MODELED GRAV-     980,273.7   (mgal)                       NAVD 88
 NF1181
 NF1181  VERT ORDER  -  FIRST     CLASS II
 NF1181
 NF1181.The horizontal coordinates were scaled from a topographic map and have
 NF1181.an estimated accuracy of +/- 6 seconds.
 NF1181
 NF1181.The orthometric height was determined by differential leveling
 NF1181.and adjusted by the National Geodetic Survey in June 1991..
 NF1181
 NF1181.The geoid height was determined by GEOID03.
 NF1181
 NF1181.The dynamic height is computed by dividing the NAVD 88
 NF1181.geopotential number by the normal gravity value computed on the
 NF1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1181.degrees latitude (g = 980.6199 gals.).
 NF1181
 NF1181.The modeled gravity was interpolated from observed gravity values.
 NF1181
 NF1181;                    North         East    Units  Estimated Accuracy
 NF1181;SPC MI S     -    86,220.    3,957,630.      MT  (+/- 180 meters Scaled)
 NF1181
 NF1181                          SUPERSEDED SURVEY CONTROL
 NF1181
 NF1181  NGVD 29 (01/19/93)  296.493  (m)          972.74   (f) ADJUSTED    1 2
 NF1181
 NF1181.Superseded values are not recommended for survey control.
 NF1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1181.See file dsdata.txt to determine how the superseded data were derived.
 NF1181
 NF1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM747824(NAD 83)
 NF1181_MARKER: I = METAL ROD
 NF1181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1181_SP_SET: STAINLESS STEEL ROD
 NF1181_STAMPING: L 336 1985
 NF1181_MARK LOGO: NGS   
 NF1181_PROJECTION: FLUSH
 NF1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1181_ROD/PIPE-DEPTH: 13.4 meters
 NF1181
 NF1181  HISTORY     - Date     Condition        Report By
 NF1181  HISTORY     - 1985     MONUMENTED       NGS
 NF1181  HISTORY     - 20011128 GOOD             NGS
 NF1181
 NF1181                          STATION DESCRIPTION
 NF1181
 NF1181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1181'11.7 KM (7.3 MI) NW FROM ALBION.
 NF1181'0.6 KM (0.35 MI) NORTH ALONG SUPERIOR STREET FROM THE POST OFFICE IN
 NF1181'ALBION, THENCE 11.1 KM (6.9 MI) WESTERLY ALONG AUSTIN AND MICHIGAN
 NF1181'AVENUES, 40.9 M (134.2 FT) WEST OF THE CENTER OF A PRIVATE DRIVEWAY
 NF1181'LEADING NORTH TO A HOUSE, 16.3 M (53.5 FT) EAST OF THE CENTER OF A
 NF1181'PRIVATE DRIVEWAY LEADING SOUTH TO A BARN, 11.0 M (36.1 FT) SOUTH OF
 NF1181'THE CENTERLINE OF THE AVENUE, 10.1 M (33.1 FT) NORTHWEST OF THE
 NF1181'NORTHWEST CORNER OF AN OLD BUILDING, AND 0.9 M (3.0 FT) WEST OF A
 NF1181'UTILITY POLE AND LINE CROSSING THE AVENUE.  NOTE--ACCESS TO DATUM
 NF1181'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1181'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 NF1181
 NF1181                          STATION RECOVERY (2001)
 NF1181
 NF1181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1181'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1023 ***********************************************************************
 NE1023  DESIGNATION -  L 337
 NE1023  PID         -  NE1023
 NE1023  STATE/COUNTY-  MI/WAYNE
 NE1023  USGS QUAD   -  BELLEVILLE (1980)
 NE1023
 NE1023                         *CURRENT SURVEY CONTROL
 NE1023  ___________________________________________________________________
 NE1023* NAD 83(1994)-  42 13 13.83009(N)    083 27 45.51508(W)     ADJUSTED  
 NE1023* NAVD 88     -       203.791  (meters)     668.60   (feet)  ADJUSTED  
 NE1023  ___________________________________________________________________
 NE1023  X           -     538,594.971 (meters)                     COMP
 NE1023  Y           -  -4,699,940.617 (meters)                     COMP
 NE1023  Z           -   4,263,888.005 (meters)                     COMP
 NE1023  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 NE1023  ELLIP HEIGHT-         169.44  (meters)          (07/12/02) GPS OBS
 NE1023  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 NE1023  DYNAMIC HT  -         203.727 (meters)     668.39  (feet)  COMP
 NE1023  MODELED GRAV-     980,304.3   (mgal)                       NAVD 88
 NE1023
 NE1023  HORZ ORDER  -  FIRST
 NE1023  VERT ORDER  -  FIRST     CLASS II
 NE1023  ELLP ORDER  -  FOURTH    CLASS I
 NE1023
 NE1023.The horizontal coordinates were established by GPS observations
 NE1023.and adjusted by the National Geodetic Survey in February 1997..
 NE1023
 NE1023.The orthometric height was determined by differential leveling
 NE1023.and adjusted by the National Geodetic Survey in June 1991..
 NE1023
 NE1023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1023
 NE1023.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1023
 NE1023.The ellipsoidal height was determined by GPS observations
 NE1023.and is referenced to NAD 83.
 NE1023
 NE1023.The geoid height was determined by GEOID03.
 NE1023
 NE1023.The dynamic height is computed by dividing the NAVD 88
 NE1023.geopotential number by the normal gravity value computed on the
 NE1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1023.degrees latitude (g = 980.6199 gals.).
 NE1023
 NE1023.The modeled gravity was interpolated from observed gravity values.
 NE1023
 NE1023;                    North         East     Units Scale Factor Converg.
 NE1023;SPC MI S     -    80,433.733 4,074,636.500   MT  0.99997365   +0 36 54.8
 NE1023;SPC MI S     -   263,890.20 13,368,229.99   iFT  0.99997365   +0 36 54.8
 NE1023;UTM  17      - 4,677,195.664   296,749.229   MT  1.00010833   -1 39 19.5
 NE1023
 NE1023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1023!SPC MI S     -   0.99997343  x   0.99997365  =   0.99994708
 NE1023!UTM  17      -   0.99997343  x   1.00010833  =   1.00008175
 NE1023
 NE1023                          SUPERSEDED SURVEY CONTROL
 NE1023
 NE1023  ELLIP H (02/03/97)  169.48   (m)                       GP(       ) 4 1
 NE1023  NAD 83(1986)-  42 13 13.83677(N)    083 27 45.54459(W) AD(       ) 1
 NE1023  NAVD 88 (06/12/95)  203.79   (m)          668.6    (f) LEVELING    3  
 NE1023  NGVD 29 (01/19/93)  203.925  (m)          669.04   (f) ADJUSTED    1 2
 NE1023
 NE1023.Superseded values are not recommended for survey control.
 NE1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1023.See file dsdata.txt to determine how the superseded data were derived.
 NE1023
 NE1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9674977196(NAD 83)
 NE1023_MARKER: I = METAL ROD
 NE1023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1023_SP_SET: STAINLESS STEEL ROD
 NE1023_STAMPING: L 337 1985
 NE1023_MARK LOGO: NGS   
 NE1023_PROJECTION: FLUSH
 NE1023_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1023+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 NE1023_ROD/PIPE-DEPTH: 4.3  meters
 NE1023
 NE1023  HISTORY     - Date     Condition        Report By
 NE1023  HISTORY     - 1985     MONUMENTED       NGS
 NE1023  HISTORY     - 19940310 GOOD             MIDT
 NE1023  HISTORY     - 20010104 GOOD             LOCSUR
 NE1023  HISTORY     - 20031125 GOOD             INDIV
 NE1023  HISTORY     - 20041208 GOOD             ROWEIN
 NE1023  HISTORY     - 20041216 GOOD             INDIV
 NE1023
 NE1023                          STATION DESCRIPTION
 NE1023
 NE1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1023'20.9 KM (13.0 MI) WEST FROM ALLEN PARK.
 NE1023'20.9 KM (13.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1023'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, 0.3 KM (0.2 MI) EAST OF
 NE1023'THE INTERSECTION OF MORTON TAYLOR ROAD, 31.1 M (102.0 FT) NORTH OF THE
 NE1023'CENTER OF THE WEST BOUND LANES OF THE HIGHWAY, AND 7.6 M (24.9 FT)
 NE1023'SOUTH OF THE CENTERLINE OF A FRONTAGE ROAD.  NOTE--ACCESS TO DATUM
 NE1023'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1023'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 NE1023'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 NE1023
 NE1023                          STATION RECOVERY (1994)
 NE1023
 NE1023'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (JAS)
 NE1023'STATION IS LOCATED IN QUAD 420832 ON THE BELLEVILLE QUADRANGLE MAP. IT
 NE1023'IS IN THE SOUTHWEST 1/4 OF SECTION 15, T-3-S, R-8-E, VAN BUREN
 NE1023'TOWNSHIP.  ABOUT 1.0 MI (1.6 KM) NORTH OF BELLEVILLE, 4.0 MI (6.4 KM)
 NE1023'WEST OF ROMULUS, 5.0 MI (8.0 KM) NORTHWEST OF NEW BOSTON AND ON
 NE1023'HIGHWAY RIGHT-OF-WAY. TO REACH FROM THE INTERCHANGE OF INTERSTATE
 NE1023'HIGHWAY 275 AND INTERSTATE HIGHWAY 94, GO WEST ALONG INTERSTATE
 NE1023'HIGHWAY 94 FOR 2.7 MI (4.3 KM) TO STATION ON THE RIGHT.  CONTINUE WEST
 NE1023'ALONG INTERSTATE HIGHWAY 94 FOR 1.15 MI (1.85 KM) TO EXIT 190
 NE1023'(BELLEVILLE ROAD). TURN RIGHT AND GO NORTH FOR 0.05 MI (0.08 KM) TO A
 NE1023'SERVICE DRIVE ON RIGHT.  TURN RIGHT AND GO EAST ALONG NORTH INTERSTATE
 NE1023'HIGHWAY 94 SERVICE DRIVE FOR 1.2 MI (1.9 KM) TO STATION ON THE RIGHT
 NE1023'JUST OVER RIGHT-OF-WAY FENCE. STATION IS 102.0 FT (31.1 M) NORTH FROM
 NE1023'CENTER OF WESTBOUND INTERSTATE HIGHWAY 94, 25.0 FT (7.6 M) SOUTH FROM
 NE1023'CENTER OF SERVICE DRIVE AND 1.0 FT (0.3 M) SOUTH FROM A RIGHT-OF-WAY
 NE1023'FENCE AND CARSONITE WITNESS POST.
 NE1023
 NE1023                          STATION RECOVERY (2001)
 NE1023
 NE1023'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (SFS)
 NE1023'MARKER IS 5 M EAST FROM POWER POLE.
 NE1023'MARKER IS SOUTH OF I-94 N SERVICE DR HIGHWAY STATION STAMPED 319+78.
 NE1023'MARKER IS 68 M WEST OF C/L OF EAST ENTRANCE TO SOUTHPORT APARTMENTS.
 NE1023' 
 NE1023
 NE1023                          STATION RECOVERY (2003)
 NE1023
 NE1023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CAA)
 NE1023'RECOVERED IN GOOD CONDITION.
 NE1023
 NE1023                          STATION RECOVERY (2004)
 NE1023
 NE1023'RECOVERY NOTE BY ROWE INCORPORATED 2004 (MWR)
 NE1023'RECOVERED IN GOOD CONDITION.
 NE1023
 NE1023                          STATION RECOVERY (2004)
 NE1023
 NE1023'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (CAA)
 NE1023'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1138 ***********************************************************************
 NF1138  DESIGNATION -  L 338
 NF1138  PID         -  NF1138
 NF1138  STATE/COUNTY-  MI/WASHTENAW
 NF1138  USGS QUAD   -  CHELSEA (1973)
 NF1138
 NF1138                         *CURRENT SURVEY CONTROL
 NF1138  ___________________________________________________________________
 NF1138* NAD 83(1986)-  42 18 29.     (N)    084 01 16.     (W)     SCALED    
 NF1138* NAVD 88     -       283.053  (meters)     928.65   (feet)  ADJUSTED  
 NF1138  ___________________________________________________________________
 NF1138  GEOID HEIGHT-         -33.79  (meters)                     GEOID03
 NF1138  DYNAMIC HT  -         282.964 (meters)     928.36  (feet)  COMP
 NF1138  MODELED GRAV-     980,297.0   (mgal)                       NAVD 88
 NF1138
 NF1138  VERT ORDER  -  FIRST     CLASS II
 NF1138
 NF1138.The horizontal coordinates were scaled from a topographic map and have
 NF1138.an estimated accuracy of +/- 6 seconds.
 NF1138
 NF1138.The orthometric height was determined by differential leveling
 NF1138.and adjusted by the National Geodetic Survey in June 1991..
 NF1138
 NF1138.The geoid height was determined by GEOID03.
 NF1138
 NF1138.The dynamic height is computed by dividing the NAVD 88
 NF1138.geopotential number by the normal gravity value computed on the
 NF1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1138.degrees latitude (g = 980.6199 gals.).
 NF1138
 NF1138.The modeled gravity was interpolated from observed gravity values.
 NF1138
 NF1138;                    North         East    Units  Estimated Accuracy
 NF1138;SPC MI S     -    89,820.    4,028,490.      MT  (+/- 180 meters Scaled)
 NF1138
 NF1138                          SUPERSEDED SURVEY CONTROL
 NF1138
 NF1138  NGVD 29 (01/19/93)  283.177  (m)          929.06   (f) ADJUSTED    1 2
 NF1138
 NF1138.Superseded values are not recommended for survey control.
 NF1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1138.See file dsdata.txt to determine how the superseded data were derived.
 NF1138
 NF1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM455882(NAD 83)
 NF1138_MARKER: I = METAL ROD
 NF1138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1138_SP_SET: STAINLESS STEEL ROD
 NF1138_STAMPING: L 338 1985
 NF1138_MARK LOGO: NGS   
 NF1138_PROJECTION: RECESSED 1 CENTIMETERS
 NF1138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1138+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 NF1138_ROD/PIPE-DEPTH: 13.4 meters
 NF1138
 NF1138  HISTORY     - Date     Condition        Report By
 NF1138  HISTORY     - 1985     MONUMENTED       NGS
 NF1138  HISTORY     - 19981025 GOOD             USPSQD
 NF1138  HISTORY     - 20000913 GOOD             TETR
 NF1138  HISTORY     - 20060712 GOOD             MIDT
 NF1138
 NF1138                          STATION DESCRIPTION
 NF1138
 NF1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1138'0.9 KM (0.55 MI) SOUTH FROM CHELSEA.
 NF1138'0.9 KM (0.55 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 NF1138'CHELSEA, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION OF OLD U.S. HIGHWAY
 NF1138'12 AND MICHIGAN AVENUE, 7.7 M (25.3 FT) NORTH OF THE CENTER OF A
 NF1138'DRIVEWAY LEADING EAST TO A PARKING AREA AT PIERCE PARK, 3.3 M (10.8
 NF1138'FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF THE STREET, 0.7 M
 NF1138'(2.3 FT) SOUTH OF A UTILITY POLE, AND 0.4 M (1.3 FT) WEST OF THE WEST
 NF1138'EDGE OF A SIDEWALK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NF1138'5-INCH LOGO CAP.
 NF1138'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NF1138
 NF1138                          STATION RECOVERY (1998)
 NF1138
 NF1138'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF1138'RECOVERED IN GOOD CONDITION.
 NF1138
 NF1138                          STATION RECOVERY (2000)
 NF1138
 NF1138'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 NF1138'RECOVERED IN GOOD CONDITION.
 NF1138
 NF1138                          STATION RECOVERY (2006)
 NF1138
 NF1138'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2006 (GRH)
 NF1138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0417 ***********************************************************************
 OJ0417  DESIGNATION -  L 34
 OJ0417  PID         -  OJ0417
 OJ0417  STATE/COUNTY-  MI/TUSCOLA
 OJ0417  USGS QUAD   -  FAIRGROVE (1973)
 OJ0417
 OJ0417                         *CURRENT SURVEY CONTROL
 OJ0417  ___________________________________________________________________
 OJ0417* NAD 83(1986)-  43 34 04.     (N)    083 30 51.     (W)     SCALED    
 OJ0417* NAVD 88     -       196.706  (meters)     645.36   (feet)  ADJUSTED  
 OJ0417  ___________________________________________________________________
 OJ0417  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OJ0417  DYNAMIC HT  -         196.668 (meters)     645.23  (feet)  COMP
 OJ0417  MODELED GRAV-     980,426.4   (mgal)                       NAVD 88
 OJ0417
 OJ0417  VERT ORDER  -  FIRST     CLASS II
 OJ0417
 OJ0417.The horizontal coordinates were scaled from a topographic map and have
 OJ0417.an estimated accuracy of +/- 6 seconds.
 OJ0417
 OJ0417.The orthometric height was determined by differential leveling
 OJ0417.and adjusted by the National Geodetic Survey in June 1991..
 OJ0417
 OJ0417.The geoid height was determined by GEOID03.
 OJ0417
 OJ0417.The dynamic height is computed by dividing the NAVD 88
 OJ0417.geopotential number by the normal gravity value computed on the
 OJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0417.degrees latitude (g = 980.6199 gals.).
 OJ0417
 OJ0417.The modeled gravity was interpolated from observed gravity values.
 OJ0417
 OJ0417;                    North         East    Units  Estimated Accuracy
 OJ0417;SPC MI S     -   230,040.    4,068,870.      MT  (+/- 180 meters Scaled)
 OJ0417
 OJ0417                          SUPERSEDED SURVEY CONTROL
 OJ0417
 OJ0417  NGVD 29 (??/??/92)  196.859  (m)          645.86   (f) ADJ UNCH    1 2
 OJ0417
 OJ0417.Superseded values are not recommended for survey control.
 OJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0417.See file dsdata.txt to determine how the superseded data were derived.
 OJ0417
 OJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ969269(NAD 83)
 OJ0417_MARKER: DB = BENCH MARK DISK
 OJ0417_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0417_SP_SET: BUILDING
 OJ0417_STAMPING: L 34 1934
 OJ0417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0417
 OJ0417  HISTORY     - Date     Condition        Report By
 OJ0417  HISTORY     - 1934     MONUMENTED       CGS
 OJ0417  HISTORY     - 1935     GOOD             NGS
 OJ0417  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 OJ0417
 OJ0417                          STATION DESCRIPTION
 OJ0417
 OJ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OJ0417'AT AKRON.
 OJ0417'AT AKRON, AT THE COMMUNITY HALL, ONE FOOT NORTH OF THE SOUTHEAST
 OJ0417'CORNER AND 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L
 OJ0417'34 1934 AND SET VERTICALLY.
 OJ0417
 OJ0417                          STATION RECOVERY (1979)
 OJ0417
 OJ0417'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 OJ0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5054 ***********************************************************************
 AA5054  DESIGNATION -  L 340
 AA5054  PID         -  AA5054
 AA5054  STATE/COUNTY-  MI/LAKE
 AA5054  USGS QUAD   -  TOWNSEND LAKE (1987)
 AA5054
 AA5054                         *CURRENT SURVEY CONTROL
 AA5054  ___________________________________________________________________
 AA5054* NAD 83(1986)-  43 53 51.     (N)    085 53 03.     (W)     SCALED    
 AA5054* NAVD 88     -       256.372  (meters)     841.11   (feet)  ADJUSTED  
 AA5054  ___________________________________________________________________
 AA5054  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 AA5054  DYNAMIC HT  -         256.329 (meters)     840.97  (feet)  COMP
 AA5054  MODELED GRAV-     980,441.6   (mgal)                       NAVD 88
 AA5054
 AA5054  VERT ORDER  -  FIRST     CLASS II
 AA5054
 AA5054.The horizontal coordinates were scaled from a topographic map and have
 AA5054.an estimated accuracy of +/- 6 seconds.
 AA5054
 AA5054.The orthometric height was determined by differential leveling
 AA5054.and adjusted by the National Geodetic Survey in January 2002..
 AA5054
 AA5054.The geoid height was determined by GEOID03.
 AA5054
 AA5054.The dynamic height is computed by dividing the NAVD 88
 AA5054.geopotential number by the normal gravity value computed on the
 AA5054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5054.degrees latitude (g = 980.6199 gals.).
 AA5054
 AA5054.The modeled gravity was interpolated from observed gravity values.
 AA5054
 AA5054;                    North         East    Units  Estimated Accuracy
 AA5054;SPC MI C     -    65,690.    5,878,080.      MT  (+/- 180 meters Scaled)
 AA5054
 AA5054                          SUPERSEDED SURVEY CONTROL
 AA5054
 AA5054.No superseded survey control is available for this station.
 AA5054
 AA5054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP896610(NAD 83)
 AA5054_MARKER: I = METAL ROD
 AA5054_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA5054_STAMPING: L 340 1992
 AA5054_MARK LOGO: NGS   
 AA5054_PROJECTION: FLUSH
 AA5054_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5054_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA5054+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5054_ROD/PIPE-DEPTH: 25.0 meters
 AA5054
 AA5054  HISTORY     - Date     Condition        Report By
 AA5054  HISTORY     - 1992     MONUMENTED       NGS
 AA5054
 AA5054                          STATION DESCRIPTION
 AA5054
 AA5054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5054'2.7 KM (1.65 MI) WESTERLY ALONG THE CHESSIE SYSTEMS RAILROAD FROM THE
 AA5054'JUNCTION OF STATE HIGHWAY 37 IN BALDWIN, 16.5 M (54.1 FT) SOUTH OF THE
 AA5054'CENTER OF A TRACK ROAD, 16.0 M (52.5 FT) NORTH OF THE NEAR RAIL OF THE
 AA5054'MAIN TRACK, 14.4 M (47.2 FT) EAST OF THE CENTER OF A GRAVELED ROAD,
 AA5054'4.2 M (13.8 FT) NORTHWEST OF THE CENTER OF A SAND ROAD, 1.0 M (3.3 FT)
 AA5054'BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AA5054'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7881 ***********************************************************************
 AH7881  DESIGNATION -  L 341
 AH7881  PID         -  AH7881
 AH7881  STATE/COUNTY-  MI/MECOSTA
 AH7881  USGS QUAD   -  CHIPPEWA LAKE SOUTH (1985)
 AH7881
 AH7881                         *CURRENT SURVEY CONTROL
 AH7881  ___________________________________________________________________
 AH7881* NAD 83(1986)-  43 40 26.     (N)    085 20 41.     (W)     SCALED    
 AH7881* NAVD 88     -       328.464  (meters)    1077.64   (feet)  ADJUSTED  
 AH7881  ___________________________________________________________________
 AH7881  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 AH7881  DYNAMIC HT  -         328.405 (meters)    1077.44  (feet)  COMP
 AH7881  MODELED GRAV-     980,432.0   (mgal)                       NAVD 88
 AH7881
 AH7881  VERT ORDER  -  FIRST     CLASS II
 AH7881
 AH7881.The horizontal coordinates were scaled from a topographic map and have
 AH7881.an estimated accuracy of +/- 6 seconds.
 AH7881
 AH7881.The orthometric height was determined by differential leveling
 AH7881.and adjusted by the National Geodetic Survey in January 2002..
 AH7881
 AH7881.The geoid height was determined by GEOID03.
 AH7881
 AH7881.The dynamic height is computed by dividing the NAVD 88
 AH7881.geopotential number by the normal gravity value computed on the
 AH7881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7881.degrees latitude (g = 980.6199 gals.).
 AH7881
 AH7881.The modeled gravity was interpolated from observed gravity values.
 AH7881
 AH7881;                    North         East    Units  Estimated Accuracy
 AH7881;SPC MI S     -   241,940.    3,921,130.      MT  (+/- 180 meters Scaled)
 AH7881
 AH7881                          SUPERSEDED SURVEY CONTROL
 AH7881
 AH7881.No superseded survey control is available for this station.
 AH7881
 AH7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP334369(NAD 83)
 AH7881_MARKER: I = METAL ROD
 AH7881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7881_STAMPING: L 341 1992
 AH7881_MARK LOGO: NGS   
 AH7881_PROJECTION: FLUSH
 AH7881_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7881+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7881_ROD/PIPE-DEPTH: 7.3  meters
 AH7881
 AH7881  HISTORY     - Date     Condition        Report By
 AH7881  HISTORY     - 1992     MONUMENTED       NGS
 AH7881
 AH7881                          STATION DESCRIPTION
 AH7881
 AH7881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7881'1.4 KM (0.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7881'IN RODNEY, 30.0 M (98.4 FT) WEST OF THE CENTER OF 130TH AVENUE, 15.3 M
 AH7881'(50.2 FT) SOUTH OF THE HIGHWAY CENTERLINE, 1.0 M (3.3 FT) EAST OF A
 AH7881'UTILITY POLE WITH A GUY CABLE, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 AH7881'HIGHWAY, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 AH7881'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7906 ***********************************************************************
 AH7906  DESIGNATION -  L 342
 AH7906  PID         -  AH7906
 AH7906  STATE/COUNTY-  MI/MONTCALM
 AH7906  USGS QUAD   -  EDMORE (1964)
 AH7906
 AH7906                         *CURRENT SURVEY CONTROL
 AH7906  ___________________________________________________________________
 AH7906* NAD 83(1986)-  43 25 21.     (N)    085 02 43.     (W)     SCALED    
 AH7906* NAVD 88     -       292.833  (meters)     960.74   (feet)  ADJUSTED  
 AH7906  ___________________________________________________________________
 AH7906  GEOID HEIGHT-         -32.58  (meters)                     GEOID03
 AH7906  DYNAMIC HT  -         292.779 (meters)     960.56  (feet)  COMP
 AH7906  MODELED GRAV-     980,426.9   (mgal)                       NAVD 88
 AH7906
 AH7906  VERT ORDER  -  FIRST     CLASS II
 AH7906
 AH7906.The horizontal coordinates were scaled from a topographic map and have
 AH7906.an estimated accuracy of +/- 6 seconds.
 AH7906
 AH7906.The orthometric height was determined by differential leveling
 AH7906.and adjusted by the National Geodetic Survey in January 2002..
 AH7906
 AH7906.The geoid height was determined by GEOID03.
 AH7906
 AH7906.The dynamic height is computed by dividing the NAVD 88
 AH7906.geopotential number by the normal gravity value computed on the
 AH7906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7906.degrees latitude (g = 980.6199 gals.).
 AH7906
 AH7906.The modeled gravity was interpolated from observed gravity values.
 AH7906
 AH7906;                    North         East    Units  Estimated Accuracy
 AH7906;SPC MI S     -   213,770.    3,945,050.      MT  (+/- 180 meters Scaled)
 AH7906
 AH7906                          SUPERSEDED SURVEY CONTROL
 AH7906
 AH7906.No superseded survey control is available for this station.
 AH7906
 AH7906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP582095(NAD 83)
 AH7906_MARKER: I = METAL ROD
 AH7906_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7906_STAMPING: L 342 1992
 AH7906_MARK LOGO: NGS   
 AH7906_PROJECTION: FLUSH
 AH7906_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7906+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7906_ROD/PIPE-DEPTH: 13.2 meters
 AH7906
 AH7906  HISTORY     - Date     Condition        Report By
 AH7906  HISTORY     - 1992     MONUMENTED       NGS
 AH7906
 AH7906                          STATION DESCRIPTION
 AH7906
 AH7906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7906'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7906'EDMORE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG WYMAN ROAD, 74.3 M
 AH7906'(243.8 FT) WEST OF THE ROAD CENTERLINE, 16.2 M (53.1 FT) NORTH OF THE
 AH7906'CENTER OF EDGAR ROAD, 1.6 M (5.2 FT) WEST OF A JUNCTION UTILITY POLE
 AH7906'WITH 3 GUY CABLES AND A TRANSFORMER, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AH7906'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF EDGAR ROAD. NOTE--ACCESS
 AH7906'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7914 ***********************************************************************
 AH7914  DESIGNATION -  L 343
 AH7914  PID         -  AH7914
 AH7914  STATE/COUNTY-  MI/MONTCALM
 AH7914  USGS QUAD   -  SHERIDAN (1972)
 AH7914
 AH7914                         *CURRENT SURVEY CONTROL
 AH7914  ___________________________________________________________________
 AH7914* NAD 83(1986)-  43 14 32.     (N)    085 04 26.     (W)     SCALED    
 AH7914* NAVD 88     -       269.736  (meters)     884.96   (feet)  ADJUSTED  
 AH7914  ___________________________________________________________________
 AH7914  GEOID HEIGHT-         -32.67  (meters)                     GEOID03
 AH7914  DYNAMIC HT  -         269.682 (meters)     884.78  (feet)  COMP
 AH7914  MODELED GRAV-     980,414.0   (mgal)                       NAVD 88
 AH7914
 AH7914  VERT ORDER  -  FIRST     CLASS II
 AH7914
 AH7914.The horizontal coordinates were scaled from a topographic map and have
 AH7914.an estimated accuracy of +/- 6 seconds.
 AH7914
 AH7914.The orthometric height was determined by differential leveling
 AH7914.and adjusted by the National Geodetic Survey in January 2002..
 AH7914
 AH7914.The geoid height was determined by GEOID03.
 AH7914
 AH7914.The dynamic height is computed by dividing the NAVD 88
 AH7914.geopotential number by the normal gravity value computed on the
 AH7914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7914.degrees latitude (g = 980.6199 gals.).
 AH7914
 AH7914.The modeled gravity was interpolated from observed gravity values.
 AH7914
 AH7914;                    North         East    Units  Estimated Accuracy
 AH7914;SPC MI S     -   193,770.    3,942,560.      MT  (+/- 180 meters Scaled)
 AH7914
 AH7914                          SUPERSEDED SURVEY CONTROL
 AH7914
 AH7914.No superseded survey control is available for this station.
 AH7914
 AH7914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN563895(NAD 83)
 AH7914_MARKER: I = METAL ROD
 AH7914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7914_STAMPING: L 343 1992
 AH7914_MARK LOGO: NGS   
 AH7914_PROJECTION: FLUSH
 AH7914_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7914+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7914_ROD/PIPE-DEPTH: 25.0 meters
 AH7914
 AH7914  HISTORY     - Date     Condition        Report By
 AH7914  HISTORY     - 1992     MONUMENTED       NGS
 AH7914
 AH7914                          STATION DESCRIPTION
 AH7914
 AH7914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7914'3.4 KM (2.10 MI) NORTHERLY ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 AH7914'IN SHERIDAN, 53.5 M (175.5 FT) WEST OF THE HIGHWAY CENTERLINE, 10.0 M
 AH7914'(32.8 FT) SOUTH OF THE CENTER OF WOODS ROAD, 1.6 M (5.2 FT) BELOW THE
 AH7914'LEVEL OF THE HIGHWAY, 1.5 M (4.9 FT) SOUTHEAST OF THE NORTHEAST END OF
 AH7914'A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST AND FENCE.
 AH7914'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8439 ***********************************************************************
 AH8439  DESIGNATION -  L 344
 AH8439  PID         -  AH8439
 AH8439  STATE/COUNTY-  MI/ST JOSEPH
 AH8439  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8439
 AH8439                         *CURRENT SURVEY CONTROL
 AH8439  ___________________________________________________________________
 AH8439* NAD 83(1986)-  41 57 35.     (N)    085 38 04.     (W)     SCALED    
 AH8439* NAVD 88     -       250.735  (meters)     822.62   (feet)  ADJUSTED  
 AH8439  ___________________________________________________________________
 AH8439  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 AH8439  DYNAMIC HT  -         250.650 (meters)     822.34  (feet)  COMP
 AH8439  MODELED GRAV-     980,276.5   (mgal)                       NAVD 88
 AH8439
 AH8439  VERT ORDER  -  FIRST     CLASS II
 AH8439
 AH8439.The horizontal coordinates were scaled from a topographic map and have
 AH8439.an estimated accuracy of +/- 6 seconds.
 AH8439
 AH8439.The orthometric height was determined by differential leveling
 AH8439.and adjusted by the National Geodetic Survey in March 2005..
 AH8439.No vertical observational check was made to the station.
 AH8439
 AH8439.The geoid height was determined by GEOID03.
 AH8439
 AH8439.The dynamic height is computed by dividing the NAVD 88
 AH8439.geopotential number by the normal gravity value computed on the
 AH8439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8439.degrees latitude (g = 980.6199 gals.).
 AH8439
 AH8439.The modeled gravity was interpolated from observed gravity values.
 AH8439
 AH8439;                    North         East    Units  Estimated Accuracy
 AH8439;SPC MI S     -    51,860.    3,894,900.      MT  (+/- 180 meters Scaled)
 AH8439
 AH8439                          SUPERSEDED SURVEY CONTROL
 AH8439
 AH8439.No superseded survey control is available for this station.
 AH8439
 AH8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131462(NAD 83)
 AH8439_MARKER: F = FLANGE-ENCASED ROD
 AH8439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8439_STAMPING: L 344 1992
 AH8439_MARK LOGO: NGS   
 AH8439_PROJECTION: FLUSH
 AH8439_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8439+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8439_ROD/PIPE-DEPTH: 22.3 meters
 AH8439
 AH8439  HISTORY     - Date     Condition        Report By
 AH8439  HISTORY     - 1992     MONUMENTED       NGS
 AH8439  HISTORY     - 20010528 GOOD             NGS
 AH8439
 AH8439                          STATION DESCRIPTION
 AH8439
 AH8439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8439'IN THREE RIVERS, AT THE INTERSECTION OF NORTH MAIN AND BURKE STREETS,
 AH8439'13.7 M (44.9 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF NORTH MAIN
 AH8439'STREET, 5.7 M (18.7 FT) NORTH OF THE CENTER OF BURKE STREET, 1.2 M
 AH8439'(3.9 FT) NORTH OF UTILITY POLE NUMBER S 275-195, AND 0.6 M (2.0 FT)
 AH8439'SOUTH OF A WITNESS POST.  NOTE-- ACCESS TO THE DATUM POINT IS THROUGH
 AH8439'A 5-INCH LOGO CAP.
 AH8439
 AH8439                          STATION RECOVERY (2001)
 AH8439
 AH8439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8439'RECOVERED IN GOOD CONDITION.  NOTE--   THERE IS ONE ADDITION---THE
 AH8439'FLIP LID COVERING THE ROD HAS BEEN HIT BY  A LAWN MOWER AT SOME TIME
 AH8439'AND IS MARRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8180 ***********************************************************************
 AB8180  DESIGNATION -  L 345
 AB8180  PID         -  AB8180
 AB8180  STATE/COUNTY-  MI/CHIPPEWA
 AB8180  USGS QUAD   -  SHELLDRAKE (1975)
 AB8180
 AB8180                         *CURRENT SURVEY CONTROL
 AB8180  ___________________________________________________________________
 AB8180* NAD 83(1986)-  46 40 30.     (N)    085 02 00.     (W)     SCALED    
 AB8180* NAVD 88     -       185.710  (meters)     609.28   (feet)  ADJUSTED  
 AB8180  ___________________________________________________________________
 AB8180  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 AB8180  DYNAMIC HT  -         185.726 (meters)     609.34  (feet)  COMP
 AB8180  MODELED GRAV-     980,697.8   (mgal)                       NAVD 88
 AB8180
 AB8180  VERT ORDER  -  SECOND    CLASS I
 AB8180
 AB8180.The horizontal coordinates were scaled from a topographic map and have
 AB8180.an estimated accuracy of +/- 6 seconds.
 AB8180
 AB8180.The orthometric height was determined by differential leveling
 AB8180.and adjusted by the National Geodetic Survey in July 2002..
 AB8180
 AB8180.The geoid height was determined by GEOID03.
 AB8180
 AB8180.The dynamic height is computed by dividing the NAVD 88
 AB8180.geopotential number by the normal gravity value computed on the
 AB8180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8180.degrees latitude (g = 980.6199 gals.).
 AB8180
 AB8180.The modeled gravity was interpolated from observed gravity values.
 AB8180
 AB8180;                    North         East    Units  Estimated Accuracy
 AB8180;SPC MI N     -   212,120.    8,150,460.      MT  (+/- 180 meters Scaled)
 AB8180
 AB8180                          SUPERSEDED SURVEY CONTROL
 AB8180
 AB8180.No superseded survey control is available for this station.
 AB8180
 AB8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS504709(NAD 83)
 AB8180_MARKER: DV = VERTICAL CONTROL DISK
 AB8180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AB8180_SP_SET: BRIDGE ABUTMENT
 AB8180_STAMPING: L 345 1996
 AB8180_MARK LOGO: NGS   
 AB8180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8180+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8180
 AB8180  HISTORY     - Date     Condition        Report By
 AB8180  HISTORY     - 1996     MONUMENTED       NGS
 AB8180  HISTORY     - 20040825 GOOD             USPSQD
 AB8180
 AB8180                          STATION DESCRIPTION
 AB8180
 AB8180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8180'5.4 KM (3.35 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8180'STATE HIGHWAY 123 IN PARADISE, IN TOP OF AND 0.4 M (1.3 FT) EAST OF
 AB8180'THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A HIGHWAY BRIDGE
 AB8180'SPANNING THE BETSY RIVER, 6.5 M (21.3 FT) WEST OF AND LEVEL WITH THE
 AB8180'ROAD CENTER, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH FACE OF THE
 AB8180'ABUTMENT.
 AB8180
 AB8180                          STATION RECOVERY (2004)
 AB8180
 AB8180'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7637 ***********************************************************************
 AB7637  DESIGNATION -  L 346
 AB7637  PID         -  AB7637
 AB7637  STATE/COUNTY-  MI/HOUGHTON
 AB7637  USGS QUAD   -  HANCOCK (1975)
 AB7637
 AB7637                         *CURRENT SURVEY CONTROL
 AB7637  ___________________________________________________________________
 AB7637* NAD 83(1986)-  47 07 39.     (N)    088 36 33.     (W)     SCALED    
 AB7637* NAVD 88     -       191.799  (meters)     629.26   (feet)  ADJUSTED  
 AB7637  ___________________________________________________________________
 AB7637  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AB7637  DYNAMIC HT  -         191.829 (meters)     629.36  (feet)  COMP
 AB7637  MODELED GRAV-     980,765.4   (mgal)                       NAVD 88
 AB7637
 AB7637  VERT ORDER  -  FIRST     CLASS II
 AB7637
 AB7637.The horizontal coordinates were scaled from a topographic map and have
 AB7637.an estimated accuracy of +/- 6 seconds.
 AB7637
 AB7637.The orthometric height was determined by differential leveling
 AB7637.and adjusted by the National Geodetic Survey in July 2002..
 AB7637
 AB7637.The geoid height was determined by GEOID03.
 AB7637
 AB7637.The dynamic height is computed by dividing the NAVD 88
 AB7637.geopotential number by the normal gravity value computed on the
 AB7637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7637.degrees latitude (g = 980.6199 gals.).
 AB7637
 AB7637.The modeled gravity was interpolated from observed gravity values.
 AB7637
 AB7637;                    North         East    Units  Estimated Accuracy
 AB7637;SPC MI N     -   261,790.    7,877,910.      MT  (+/- 180 meters Scaled)
 AB7637
 AB7637                          SUPERSEDED SURVEY CONTROL
 AB7637
 AB7637.No superseded survey control is available for this station.
 AB7637
 AB7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT779205(NAD 83)
 AB7637_MARKER: DV = VERTICAL CONTROL DISK
 AB7637_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AB7637_SP_SET: HIGH LINE FOOTING
 AB7637_STAMPING: L 346 1996
 AB7637_MARK LOGO: NGS   
 AB7637_PROJECTION: FLUSH
 AB7637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7637+STABILITY: POSITION/ELEVATION WELL
 AB7637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB7637+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1998
 AB7637
 AB7637  HISTORY     - Date     Condition        Report By
 AB7637  HISTORY     - 1996     MONUMENTED       NGS
 AB7637  HISTORY     - 19980929 GOOD             MIDT
 AB7637
 AB7637                          STATION DESCRIPTION
 AB7637
 AB7637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7637'IN HANCOCK, AT THE INTERSECTION OF QUINCY AND HELLA STREETS, IN TOP OF
 AB7637'AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE CONCRETE FOOTING FOR
 AB7637'A HIGH LINE POLE, 29.7 M (97.4 FT) SOUTH OF THE CENTERLINE OF QUINCY
 AB7637'STREET, 7.4 M (24.3 FT) WEST OF THE CENTER OF HELLA STREET, 1.6 M (5.2
 AB7637'FT) BELOW THE LEVEL OF QUINCY STREET, 0.4 M (1.3 FT) NORTH OF THE
 AB7637'POLE, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 AB7637
 AB7637                          STATION RECOVERY (1998)
 AB7637
 AB7637'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 AB7637'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5817 ***********************************************************************
 AC5817  DESIGNATION -  L 347
 AC5817  PID         -  AC5817
 AC5817  STATE/COUNTY-  MI/KEWEENAW
 AC5817  USGS QUAD   -  DELAWARE (1997)
 AC5817
 AC5817                         *CURRENT SURVEY CONTROL
 AC5817  ___________________________________________________________________
 AC5817* NAD 83(1986)-  47 23 27.     (N)    088 01 48.     (W)     SCALED    
 AC5817* NAVD 88     -       273.140  (meters)     896.13   (feet)  ADJUSTED  
 AC5817  ___________________________________________________________________
 AC5817  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 AC5817  DYNAMIC HT  -         273.182 (meters)     896.26  (feet)  COMP
 AC5817  MODELED GRAV-     980,758.7   (mgal)                       NAVD 88
 AC5817
 AC5817  VERT ORDER  -  SECOND    CLASS I
 AC5817
 AC5817.The horizontal coordinates were scaled from a topographic map and have
 AC5817.an estimated accuracy of +/- 6 seconds.
 AC5817
 AC5817.The orthometric height was determined by differential leveling
 AC5817.and adjusted by the National Geodetic Survey in March 1997..
 AC5817
 AC5817.The geoid height was determined by GEOID03.
 AC5817
 AC5817.The dynamic height is computed by dividing the NAVD 88
 AC5817.geopotential number by the normal gravity value computed on the
 AC5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5817.degrees latitude (g = 980.6199 gals.).
 AC5817
 AC5817.The modeled gravity was interpolated from observed gravity values.
 AC5817
 AC5817;                    North         East    Units  Estimated Accuracy
 AC5817;SPC MI N     -   290,340.    7,922,230.      MT  (+/- 180 meters Scaled)
 AC5817
 AC5817                          SUPERSEDED SURVEY CONTROL
 AC5817
 AC5817.No superseded survey control is available for this station.
 AC5817
 AC5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT222491(NAD 83)
 AC5817_MARKER: DV = VERTICAL CONTROL DISK
 AC5817_SETTING: 66 = SET IN ROCK OUTCROP
 AC5817_STAMPING: L 347 1996
 AC5817_MARK LOGO: NGS   
 AC5817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5817+STABILITY: POSITION/ELEVATION WELL
 AC5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5817+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC5817
 AC5817  HISTORY     - Date     Condition        Report By
 AC5817  HISTORY     - 1996     MONUMENTED       NGS
 AC5817
 AC5817                          STATION DESCRIPTION
 AC5817
 AC5817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5817'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5817'STATE HIGHWAY 26 IN PHOENIX, THENCE 5.8 KM (3.60 MI) SOUTHEASTERLY
 AC5817'ALONG THE LAC LA BELLE-BETE GRISE ROAD, IN A 3 BY 6-FOOT AREA OF
 AC5817'OUTCROPPING BEDROCK, 7.1 M (23.3 FT) NORTH OF THE ROAD CENTER, 0.4 M
 AC5817'(1.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) SOUTH OF A
 AC5817'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0043 ***********************************************************************
 PK0043  FBN         -  This is a Federal Base Network Control Station.
 PK0043  DESIGNATION -  L 35
 PK0043  PID         -  PK0043
 PK0043  STATE/COUNTY-  MI/IOSCO
 PK0043  USGS QUAD   -  EAST TAWAS (1989)
 PK0043
 PK0043                         *CURRENT SURVEY CONTROL
 PK0043  ___________________________________________________________________
 PK0043* NAD 83(1994)-  44 18 52.00306(N)    083 24 32.06495(W)     ADJUSTED  
 PK0043* NAVD 88     -       183.682  (meters)     602.63   (feet)  ADJUSTED  
 PK0043  ___________________________________________________________________
 PK0043  X           -     524,699.682 (meters)                     COMP
 PK0043  Y           -  -4,541,029.558 (meters)                     COMP
 PK0043  Z           -   4,433,262.147 (meters)                     COMP
 PK0043  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 PK0043  ELLIP HEIGHT-         148.52  (meters)          (06/11/02) GPS OBS
 PK0043  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0043  DYNAMIC HT  -         183.660 (meters)     602.56  (feet)  COMP
 PK0043  MODELED GRAV-     980,496.7   (mgal)                       NAVD 88
 PK0043  OBS GRAVITY -     980,496.9   (mgal)                       GRAV_OBS
 PK0043
 PK0043  HORZ ORDER  -  B
 PK0043  VERT ORDER  -  FIRST     CLASS II
 PK0043  ELLP ORDER  -  FOURTH    CLASS I
 PK0043
 PK0043.The horizontal coordinates were established by GPS observations
 PK0043.and adjusted by the National Geodetic Survey in September 1995..
 PK0043
 PK0043.The orthometric height was determined by differential leveling
 PK0043.and adjusted by the National Geodetic Survey in June 1991..
 PK0043
 PK0043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0043
 PK0043.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0043
 PK0043.The ellipsoidal height was determined by GPS observations
 PK0043.and is referenced to NAD 83.
 PK0043
 PK0043.The geoid height was determined by GEOID03.
 PK0043
 PK0043.The dynamic height is computed by dividing the NAVD 88
 PK0043.geopotential number by the normal gravity value computed on the
 PK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0043.degrees latitude (g = 980.6199 gals.).
 PK0043
 PK0043.The modeled gravity was interpolated from observed gravity values.
 PK0043.The observed gravity was obtained from relative gravimeter ties
 PK0043.to the IGSN71 gravity network.
 PK0043
 PK0043;                    North         East     Units Scale Factor Converg.
 PK0043;SPC MI C     -   111,325.916 6,076,407.518   MT  0.99997252   +0 40 35.6
 PK0043;SPC MI C     -   365,242.51 19,935,720.20   iFT  0.99997252   +0 40 35.6
 PK0043;UTM  17      - 4,909,620.667   307,889.516   MT  1.00005390   -1 41 00.1
 PK0043
 PK0043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0043!SPC MI C     -   0.99997671  x   0.99997252  =   0.99994923
 PK0043!UTM  17      -   0.99997671  x   1.00005390  =   1.00003061
 PK0043
 PK0043                          SUPERSEDED SURVEY CONTROL
 PK0043
 PK0043  ELLIP H (09/20/95)  148.53   (m)                       GP(       ) 1 2
 PK0043  NAD 83(1986)-  44 18 51.99270(N)    083 24 32.07045(W) AD(       ) 1
 PK0043  NAVD 88 (01/22/93)  183.68   (m)          602.6    (f) LEVELING    3  
 PK0043  NGVD 29 (??/??/92)  183.897  (m)          603.34   (f) ADJ UNCH    1 2
 PK0043
 PK0043.Superseded values are not recommended for survey control.
 PK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0043.See file dsdata.txt to determine how the superseded data were derived.
 PK0043
 PK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0789009621(NAD 83)
 PK0043_MARKER: DB = BENCH MARK DISK
 PK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0043_SP_SET: CONCRETE POST
 PK0043_STAMPING: L 35 1934
 PK0043_MARK LOGO: CGS   
 PK0043_PROJECTION: PROJECTING 15 CENTIMETERS
 PK0043_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0043+STABILITY: SURFACE MOTION
 PK0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0043+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 PK0043
 PK0043  HISTORY     - Date     Condition        Report By
 PK0043  HISTORY     - 1934     MONUMENTED       CGS
 PK0043  HISTORY     - 1983     GOOD             NGS
 PK0043  HISTORY     - 19910626 GOOD             USFS
 PK0043  HISTORY     - 19941013 GOOD             NGS
 PK0043  HISTORY     - 20010426 GOOD             MIDT
 PK0043
 PK0043                          STATION DESCRIPTION
 PK0043
 PK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0043'5.6 MI N FROM EAST TAWAS.
 PK0043'5.6 MILES NORTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0043'STATION AT EAST TAWAS-TAWAS CITY, IOSCO COUNTY, 30 YARDS SOUTH
 PK0043'OF MILEPOST 64, 38 YARDS NORTHEAST OF POLE 2914, AT A ROAD
 PK0043'CROSSING, 10-1/2 YARDS NORTH OF THE CENTERLINE OF THE ROAD, 15
 PK0043'YARDS EAST OF THE EAST RAIL, AND 2-1/2 YARDS NORTH OF A FENCE
 PK0043'CORNER.  A STANDARD DISK, STAMPED L 35 1934 AND SET IN THE TOP
 PK0043'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 PK0043
 PK0043                          STATION RECOVERY (1983)
 PK0043
 PK0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0043'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 PK0043'RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS.  9.0 KM (5.6 MI)
 PK0043'NORTHEAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF NUEMAN STREET IN
 PK0043'EAST TAWAS, THENCE 1.1 KM (0.7 MI) WEST-NORTHWEST ALONG SCOTT ROAD, AT
 PK0043'CROSSING OF THE DETROIT AND MACKINAC RAILROAD, 18.3 METERS (60.0 FT)
 PK0043'SOUTHWEST OF RAILROAD MILE MARKER NUMBER 64, 10.1 METERS (33.0 FT)
 PK0043'NORTHEAST OF APPROXIMATE CENTER OF A DIRT ROAD, AND 14.3 METERS
 PK0043'(47.0 FT) SOUTHEAST OF SOUTHEAST RAIL.
 PK0043'THE MARK IS 0.30 METERS  W FROM A WITNESS POST.
 PK0043
 PK0043                          STATION RECOVERY (1991)
 PK0043
 PK0043'RECOVERY NOTE BY US FOREST SERVICE 1991
 PK0043'RECOVERED BY NGS IN 1983 CONDITION - GOOD.  RECOVERED THIS DATE.  NEW
 PK0043'DESCRIPTION AS FOLLOWS.  5.6 MI (9.0 KM) NORTHEAST ALONG U.S. HIGHWAY
 PK0043'23 FROM THE JUNCTION OF NEUMAN STREET IN EAST TAWAS, THENCE 0.7 MI
 PK0043'(1.1 KM) WEST-NORTHWEST ALONG SCOTT ROAD, AT CROSSING OF THE DETROIT
 PK0043'AND MACKINAC RAILROAD, 60.0 FT (18.3 M) SOUTHWEST OF RAILROAD MILE
 PK0043'MARKER NUMBER 64, 33.0 FT (10.1 M) NORTHEAST OF APPROXIMATE CENTER OF
 PK0043'A DIRT ROAD, AND 47.0 FT (14.3 M) SOUTHEAST OF SOUTHEAST RAIL.  A DISK
 PK0043'SET INTO THE TOP OF A CONCRETE POST PROJECTING 18 CM ABOUT LEVEL WITH
 PK0043'RAILROAD, 0.30 M (0.98 FT) WEST FROM A WITNESS POST.
 PK0043'ADDITIONAL INFORMATION - 1991
 PK0043'DESCRIPTION IS STILL VERY GOOD EXCEPT THE
 PK0043'WITNESS POST IS GONE AND A METAL FENCE P0ST IS NOW 1 FT (0.3 M) SOUTH
 PK0043'AND A FIBERGLASS SURVEY MARKER POST IS 1 FT (0.3 M) WEST OF STATION.
 PK0043'MAP POSITION IS NEAR THE CENTER 1/4 CORNER OF SECTION 12 T22N R8E.
 PK0043
 PK0043                          STATION RECOVERY (1994)
 PK0043
 PK0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PK0043'STATION IS LOCATED IN QUAD 440832, ABOUT 8 KM (4.95 MI) NORTHEAST FROM
 PK0043'TAWAS CITY, IN SECTION 12, T 22 N, R 8 E, BALDWIN TOWNSHIP.
 PK0043'OWNERSHIP--DETROIT AND MACKINAC RAILROAD.  TO REACH THE STATION FROM
 PK0043'THE JUNCTION OF U.S.  HIGHWAY 23 AND NEUMAN STREET IN EAST TAWAS, GO
 PK0043'NORTHEAST ALONG HIGHWAY 23 FOR 5.6 MI (9.0 KM) TO SCOTT ROAD.  TURN
 PK0043'LEFT AND GO WEST-NORTHWEST ON SCOTT ROAD FOR 0.7 MI (1.1 KM) TO
 PK0043'RAILROAD CROSSING AND THE STATION ON RIGHT.  STATION PROJECTS 18 CM
 PK0043'ABOVE GROUND.  LOCATED 87.2 FT (26.6 M) SOUTHWEST OF MILEPOST 64, 33.0
 PK0043'FT (10.1 M) NORTHEAST OF APPROXIMATE CENTER OF A DIRT ROAD, 47.0 FT
 PK0043'(14.3 M) SOUTHEAST OF SOUTHEAST RAIL, AND 1 FT (0.3 M) EAST OF A
 PK0043'FIBERGLASS WITNESS POST.
 PK0043
 PK0043                          STATION RECOVERY (2001)
 PK0043
 PK0043'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (GMB)
 PK0043'STATION WAS RECOVERED ON 04-03-2001 BY MICHIGAN DEPARTMENT OF
 PK0043'TRANSPORTATION DESIGN SURVEY SECTION, (GMB) IN GOOD CONDITION.
 PK0043'STATION IS GOOD FOR USE WITH G.P.S.
 PK0043' 
 PK0043'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PK0043' 
 PK0043' 
 PK0043'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0064 ***********************************************************************
 QK0064  DESIGNATION -  L 37
 QK0064  PID         -  QK0064
 QK0064  STATE/COUNTY-  MI/CHEBOYGAN
 QK0064  USGS QUAD   -  HANGORE HEIGHTS (1986)
 QK0064
 QK0064                         *CURRENT SURVEY CONTROL
 QK0064  ___________________________________________________________________
 QK0064* NAD 83(1986)-  45 22 35.     (N)    084 19 09.     (W)     SCALED    
 QK0064* NAVD 88     -       216.771  (meters)     711.19   (feet)  POSTED    
 QK0064  ___________________________________________________________________
 QK0064  GEOID HEIGHT-         -35.95  (meters)                     GEOID03
 QK0064  DYNAMIC HT  -         216.760 (meters)     711.15  (feet)  COMP
 QK0064  MODELED GRAV-     980,566.1   (mgal)                       NAVD 88
 QK0064
 QK0064  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 QK0064
 QK0064.The horizontal coordinates were scaled from a topographic map and have
 QK0064.an estimated accuracy of +/- 6 seconds.
 QK0064
 QK0064.The orthometric height was determined by differential leveling
 QK0064.and adjusted by the National Geodetic Survey in 1992..
 QK0064.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 QK0064.rate of 0.0 thru 1.0 mm/km.
 QK0064
 QK0064.The geoid height was determined by GEOID03.
 QK0064
 QK0064.The dynamic height is computed by dividing the NAVD 88
 QK0064.geopotential number by the normal gravity value computed on the
 QK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0064.degrees latitude (g = 980.6199 gals.).
 QK0064
 QK0064.The modeled gravity was interpolated from observed gravity values.
 QK0064
 QK0064;                    North         East    Units  Estimated Accuracy
 QK0064;SPC MI C     -   228,880.    6,003,720.      MT  (+/- 180 meters Scaled)
 QK0064
 QK0064                          SUPERSEDED SURVEY CONTROL
 QK0064
 QK0064  NGVD 29 (??/??/92)  216.816  (m)          711.34   (f) ADJ UNCH    1 2
 QK0064
 QK0064.Superseded values are not recommended for survey control.
 QK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0064.See file dsdata.txt to determine how the superseded data were derived.
 QK0064
 QK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR099282(NAD 83)
 QK0064_MARKER: DB = BENCH MARK DISK
 QK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0064_STAMPING: L 37 1934
 QK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0064+STABILITY: SURFACE MOTION
 QK0064
 QK0064  HISTORY     - Date     Condition        Report By
 QK0064  HISTORY     - 1934     MONUMENTED       CGS
 QK0064  HISTORY     - 1956     POOR             NGS
 QK0064
 QK0064                          STATION DESCRIPTION
 QK0064
 QK0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 QK0064'1.6 MI NW FROM TOWER.
 QK0064'1.6 MILES NORTHWEST ALONG THE DETROIT AND MACKINAC RAILWAY FROM
 QK0064'THE STATION AT TOWER, CHEBOYGAN COUNTY, 0.2 MILE NORTH OF
 QK0064'MILEPOST 174, 0.4 MILE EAST OF A WATER TANK, AT A ROAD CROSSING,
 QK0064'10 YARDS EAST OF THE CENTERLINE OF THE ROAD, 9 YARDS NORTH OF THE
 QK0064'NORTH RAIL, AND 6 YARDS WEST OF A POLE.  A STANDARD DISK, STAMPED
 QK0064'L 37 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT
 QK0064'ABOVE GROUND.  NOTE-- POST ROCKS AS IF IT IS BROKEN INTO 1 FOOT
 QK0064'BELOW SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0011 ***********************************************************************
 PK0011  DESIGNATION -  L 38
 PK0011  PID         -  PK0011
 PK0011  STATE/COUNTY-  MI/HURON
 PK0011  USGS QUAD   -  HURON CITY (1970)
 PK0011
 PK0011                         *CURRENT SURVEY CONTROL
 PK0011  ___________________________________________________________________
 PK0011* NAD 83(1986)-  44 02 17.     (N)    082 52 03.     (W)     SCALED    
 PK0011* NAVD 88     -       187.356  (meters)     614.68   (feet)  ADJUSTED  
 PK0011  ___________________________________________________________________
 PK0011  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0011  DYNAMIC HT  -         187.329 (meters)     614.60  (feet)  COMP
 PK0011  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 PK0011
 PK0011  VERT ORDER  -  SECOND    CLASS 0
 PK0011
 PK0011.The horizontal coordinates were scaled from a topographic map and have
 PK0011.an estimated accuracy of +/- 6 seconds.
 PK0011
 PK0011.The orthometric height was determined by differential leveling
 PK0011.and adjusted by the National Geodetic Survey in June 1991..
 PK0011
 PK0011.The geoid height was determined by GEOID03.
 PK0011
 PK0011.The dynamic height is computed by dividing the NAVD 88
 PK0011.geopotential number by the normal gravity value computed on the
 PK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0011.degrees latitude (g = 980.6199 gals.).
 PK0011
 PK0011.The modeled gravity was interpolated from observed gravity values.
 PK0011
 PK0011;                    North         East    Units  Estimated Accuracy
 PK0011;SPC MI S     -   283,020.    4,120,170.      MT  (+/- 180 meters Scaled)
 PK0011
 PK0011                          SUPERSEDED SURVEY CONTROL
 PK0011
 PK0011  NGVD 29 (??/??/92)  187.493  (m)          615.13   (f) ADJ UNCH    2 0
 PK0011
 PK0011.Superseded values are not recommended for survey control.
 PK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0011.See file dsdata.txt to determine how the superseded data were derived.
 PK0011
 PK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ503777(NAD 83)
 PK0011_MARKER: DB = BENCH MARK DISK
 PK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0011_STAMPING: L 38 1934
 PK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0011+STABILITY: SURFACE MOTION
 PK0011
 PK0011  HISTORY     - Date     Condition        Report By
 PK0011  HISTORY     - 1934     MONUMENTED       CGS
 PK0011  HISTORY     - 1968     MARK NOT FOUND   NGS
 PK0011
 PK0011                          STATION DESCRIPTION
 PK0011
 PK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0011'1.9 MI SE FROM GRIND STONE CITY.
 PK0011'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 25 FROM THE SCHOOL AT
 PK0011'GRIND STONE CITY, HURON COUNTY, 505 YARDS NORTHWEST OF THE
 PK0011'NORTHWEST END OF A CONCRETE BRIDGE OVER NEW RIVER, AT THE TOP
 PK0011'OF A SLIGHT RISE OPPOSITE A CEDAR THICKET, 240 FEET EAST OF A
 PK0011'CURVE SIGN, 44 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 PK0011'3-1/2 FEET SOUTH OF A POLE, AND 2 FEET HIGHER THAN THE HIGHWAY.
 PK0011'A STANDARD DISK, STAMPED L 38 1934 AND SET IN THE TOP OF A
 PK0011'CONCRETE POST.
 PK0011
 PK0011                          STATION RECOVERY (1968)
 PK0011
 PK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PK0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0012 ***********************************************************************
 PK0012  DESIGNATION -  L 38 RESET 1969
 PK0012  PID         -  PK0012
 PK0012  STATE/COUNTY-  MI/HURON
 PK0012  USGS QUAD   -  HURON CITY (1970)
 PK0012
 PK0012                         *CURRENT SURVEY CONTROL
 PK0012  ___________________________________________________________________
 PK0012* NAD 83(1986)-  44 02 17.     (N)    082 52 03.     (W)     SCALED    
 PK0012* NAVD 88     -       187.42   (+/-2cm)     614.9    (feet)  VERTCON   
 PK0012  ___________________________________________________________________
 PK0012  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0012
 PK0012  VERT ORDER  -  THIRD (See Below)
 PK0012
 PK0012.The horizontal coordinates were scaled from a topographic map and have
 PK0012.an estimated accuracy of +/- 6 seconds.
 PK0012
 PK0012.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0012.The vertical order pertains to the NGVD 29 superseded value.
 PK0012
 PK0012.The geoid height was determined by GEOID03.
 PK0012
 PK0012;                    North         East    Units  Estimated Accuracy
 PK0012;SPC MI S     -   283,020.    4,120,170.      MT  (+/- 180 meters Scaled)
 PK0012
 PK0012                          SUPERSEDED SURVEY CONTROL
 PK0012
 PK0012  NGVD 29 (03/27/06)  187.56   (m)          615.4    (f) RESET       3  
 PK0012
 PK0012.Superseded values are not recommended for survey control.
 PK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0012.See file dsdata.txt to determine how the superseded data were derived.
 PK0012
 PK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ503777(NAD 83)
 PK0012_MARKER: DB = BENCH MARK DISK
 PK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0012_STAMPING: L 38 RESET 1969
 PK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0012+STABILITY: SURFACE MOTION
 PK0012
 PK0012  HISTORY     - Date     Condition        Report By
 PK0012  HISTORY     - 1969     MONUMENTED       MIDH
 PK0012
 PK0012                          STATION DESCRIPTION
 PK0012
 PK0012'DESCRIBED BY MI DEPT OF HIGHWAYS 1969
 PK0012'1.9 MI SE FROM GRIND STONE CITY.
 PK0012'1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 25 FROM THE SCHOOL AT
 PK0012'GRIND STONE CITY, 505 YARDS NORTHWEST OF THE NORTHWEST END OF
 PK0012'A CONCRETE BRIDGE OVER NEW RIVER, AT THE TOP OF A SLIGHT RISE
 PK0012'OPPOSITE A CEDAR THICKET, 73 FEET NORTH OF THE CENTER LINE OF
 PK0012'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0354 ***********************************************************************
 OJ0354  DESIGNATION -  L 39
 OJ0354  PID         -  OJ0354
 OJ0354  STATE/COUNTY-  MI/SAGINAW
 OJ0354  USGS QUAD   -  REESE (1973)
 OJ0354
 OJ0354                         *CURRENT SURVEY CONTROL
 OJ0354  ___________________________________________________________________
 OJ0354* NAD 83(1986)-  43 26 35.     (N)    083 43 51.     (W)     SCALED    
 OJ0354* NAVD 88     -       186.019  (meters)     610.30   (feet)  ADJUSTED  
 OJ0354  ___________________________________________________________________
 OJ0354  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OJ0354  DYNAMIC HT  -         185.980 (meters)     610.17  (feet)  COMP
 OJ0354  MODELED GRAV-     980,404.5   (mgal)                       NAVD 88
 OJ0354
 OJ0354  VERT ORDER  -  SECOND    CLASS 0
 OJ0354
 OJ0354.The horizontal coordinates were scaled from a topographic map and have
 OJ0354.an estimated accuracy of +/- 6 seconds.
 OJ0354
 OJ0354.The orthometric height was determined by differential leveling
 OJ0354.and adjusted by the National Geodetic Survey in June 1991..
 OJ0354
 OJ0354.The geoid height was determined by GEOID03.
 OJ0354
 OJ0354.The dynamic height is computed by dividing the NAVD 88
 OJ0354.geopotential number by the normal gravity value computed on the
 OJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0354.degrees latitude (g = 980.6199 gals.).
 OJ0354
 OJ0354.The modeled gravity was interpolated from observed gravity values.
 OJ0354
 OJ0354;                    North         East    Units  Estimated Accuracy
 OJ0354;SPC MI S     -   216,030.    4,051,470.      MT  (+/- 180 meters Scaled)
 OJ0354
 OJ0354                          SUPERSEDED SURVEY CONTROL
 OJ0354
 OJ0354  NGVD 29 (??/??/92)  186.188  (m)          610.85   (f) ADJ UNCH    2 0
 OJ0354
 OJ0354.Superseded values are not recommended for survey control.
 OJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0354.See file dsdata.txt to determine how the superseded data were derived.
 OJ0354
 OJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ790136(NAD 83)
 OJ0354_MARKER: DB = BENCH MARK DISK
 OJ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0354_STAMPING: L 39 1934
 OJ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0354+STABILITY: SURFACE MOTION
 OJ0354
 OJ0354  HISTORY     - Date     Condition        Report By
 OJ0354  HISTORY     - 1934     MONUMENTED       CGS
 OJ0354  HISTORY     - 1958     GOOD             NGS
 OJ0354  HISTORY     - 19940607 MARK NOT FOUND   USPSQD
 OJ0354  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OJ0354
 OJ0354                          STATION DESCRIPTION
 OJ0354
 OJ0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 OJ0354'2.2 MI W FROM REESE.
 OJ0354'IN SAGINAW COUNTY, 2.2 MILES WEST ALONG THE CHESAPEAKE AND
 OJ0354'OHIO RAILWAY FROM THE STATION AT REESE, TUSCOLA COUNTY, AT A
 OJ0354'ROAD CROSSING, 46 YARDS WEST OF THE CENTERLINE OF THE ROAD,
 OJ0354'18 FEET SOUTH OF THE SOUTH RAIL, AND 1 FOOT BELOW THE TOP OF
 OJ0354'THE RAIL.  A STANDARD DISK, STAMPED L 39 1934 AND SET IN THE
 OJ0354'TOP OF A CONCRETE POST.
 OJ0354
 OJ0354                          STATION RECOVERY (1994)
 OJ0354
 OJ0354'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0354'MARK NOT FOUND.
 OJ0354
 OJ0354                          STATION RECOVERY (2001)
 OJ0354
 OJ0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0354'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0023 ***********************************************************************
 OK0023  DESIGNATION -  L 40
 OK0023  PID         -  OK0023
 OK0023  STATE/COUNTY-  MI/MIDLAND
 OK0023  USGS QUAD   -  SANFORD (1973)
 OK0023
 OK0023                         *CURRENT SURVEY CONTROL
 OK0023  ___________________________________________________________________
 OK0023* NAD 83(1986)-  43 40 24.     (N)    084 23 05.     (W)     SCALED    
 OK0023* NAVD 88     -       189.560  (meters)     621.91   (feet)  ADJUSTED  
 OK0023  ___________________________________________________________________
 OK0023  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 OK0023  DYNAMIC HT  -         189.523 (meters)     621.79  (feet)  COMP
 OK0023  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 OK0023
 OK0023  VERT ORDER  -  SECOND    CLASS 0
 OK0023
 OK0023.The horizontal coordinates were scaled from a topographic map and have
 OK0023.an estimated accuracy of +/- 6 seconds.
 OK0023
 OK0023.The orthometric height was determined by differential leveling
 OK0023.and adjusted by the National Geodetic Survey in June 1991..
 OK0023
 OK0023.The geoid height was determined by GEOID03.
 OK0023
 OK0023.The dynamic height is computed by dividing the NAVD 88
 OK0023.geopotential number by the normal gravity value computed on the
 OK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0023.degrees latitude (g = 980.6199 gals.).
 OK0023
 OK0023.The modeled gravity was interpolated from observed gravity values.
 OK0023
 OK0023;                    North         East    Units  Estimated Accuracy
 OK0023;SPC MI S     -   241,420.    3,998,540.      MT  (+/- 180 meters Scaled)
 OK0023
 OK0023                          SUPERSEDED SURVEY CONTROL
 OK0023
 OK0023  NGVD 29 (??/??/92)  189.734  (m)          622.49   (f) ADJ UNCH    2 0
 OK0023
 OK0023.Superseded values are not recommended for survey control.
 OK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0023.See file dsdata.txt to determine how the superseded data were derived.
 OK0023
 OK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP108389(NAD 83)
 OK0023_MARKER: DB = BENCH MARK DISK
 OK0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0023_STAMPING: L 40 1934
 OK0023_MARK LOGO: CGS   
 OK0023_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0023+STABILITY: SURFACE MOTION
 OK0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0023+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 OK0023
 OK0023  HISTORY     - Date     Condition        Report By
 OK0023  HISTORY     - 1934     MONUMENTED       CGS
 OK0023  HISTORY     - 19950403 GOOD             LOCENG
 OK0023  HISTORY     - 20010604 GOOD             USPSQD
 OK0023  HISTORY     - 20060615 GOOD             ADVGEO
 OK0023
 OK0023                          STATION DESCRIPTION
 OK0023
 OK0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0023'AT SANFORD.
 OK0023'AT SANFORD, ON THE CHESAPEAKE AND OHIO RWY., 60 YARDS NORTHWEST
 OK0023'OF THE WEST END OF THE STATION, AT A ROAD CROSSING, 20.3 FEET
 OK0023'WEST OF THE CENTERLINE OF THE ROAD, 11.9 FEET NORTH OF THE NORTH
 OK0023'RAIL, AND ABOUT 1 FOOT BELOW THE TOP OF THE RAIL.  A STANDARD
 OK0023'DISK, STAMPED L 40 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0023
 OK0023                          STATION RECOVERY (1995)
 OK0023
 OK0023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0023'DESCRIPTION ADEQUATE.  EXCELLENT GPS STATION.  PLACED 2 CARSONITE
 OK0023'WITNESS POST BY STATION AS MONUMENT IS CLOSE TO ROAD AND PAVED BIKE
 OK0023'PATH.
 OK0023
 OK0023                          STATION RECOVERY (2001)
 OK0023
 OK0023'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0023'RECOVERED IN GOOD CONDITION.
 OK0023
 OK0023                          STATION RECOVERY (2006)
 OK0023
 OK0023'RECOVERY NOTE BY ADVANCED GEOMATICS 2006 (MAN)
 OK0023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0041 ***********************************************************************
 NF0041  DESIGNATION -  L 42
 NF0041  PID         -  NF0041
 NF0041  STATE/COUNTY-  MI/SHIAWASSEE
 NF0041  USGS QUAD   -  PERRY (1972)
 NF0041
 NF0041                         *CURRENT SURVEY CONTROL
 NF0041  ___________________________________________________________________
 NF0041* NAD 83(1986)-  42 49 10.     (N)    084 14 26.     (W)     SCALED    
 NF0041* NAVD 88     -       267.280  (meters)     876.90   (feet)  ADJUSTED  
 NF0041  ___________________________________________________________________
 NF0041  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0041  DYNAMIC HT  -         267.214 (meters)     876.68  (feet)  COMP
 NF0041  MODELED GRAV-     980,366.3   (mgal)                       NAVD 88
 NF0041
 NF0041  VERT ORDER  -  SECOND    CLASS 0
 NF0041
 NF0041.The horizontal coordinates were scaled from a topographic map and have
 NF0041.an estimated accuracy of +/- 6 seconds.
 NF0041
 NF0041.The orthometric height was determined by differential leveling
 NF0041.and adjusted by the National Geodetic Survey in June 1991..
 NF0041
 NF0041.The geoid height was determined by GEOID03.
 NF0041
 NF0041.The dynamic height is computed by dividing the NAVD 88
 NF0041.geopotential number by the normal gravity value computed on the
 NF0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0041.degrees latitude (g = 980.6199 gals.).
 NF0041
 NF0041.The modeled gravity was interpolated from observed gravity values.
 NF0041
 NF0041;                    North         East    Units  Estimated Accuracy
 NF0041;SPC MI S     -   146,570.    4,010,310.      MT  (+/- 180 meters Scaled)
 NF0041
 NF0041                          SUPERSEDED SURVEY CONTROL
 NF0041
 NF0041  NGVD 29 (??/??/92)  267.414  (m)          877.34   (f) ADJ UNCH    2 0
 NF0041
 NF0041.Superseded values are not recommended for survey control.
 NF0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0041.See file dsdata.txt to determine how the superseded data were derived.
 NF0041
 NF0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN255444(NAD 83)
 NF0041_MARKER: DB = BENCH MARK DISK
 NF0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0041_STAMPING: L 42 1934
 NF0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0041+STABILITY: SURFACE MOTION
 NF0041
 NF0041  HISTORY     - Date     Condition        Report By
 NF0041  HISTORY     - 1934     MONUMENTED       CGS
 NF0041  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0041  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0041  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 NF0041
 NF0041                          STATION DESCRIPTION
 NF0041
 NF0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0041'1.3 MI W FROM PERRY.
 NF0041'1.3 MILES WEST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 NF0041'STATION AT PERRY, SHIAWASSEE COUNTY, 350 YARDS WEST OF MILEPOST
 NF0041'C 239, 30 YARDS SOUTHWEST OF POLE 470, AT A ROAD CROSSING, 23.6
 NF0041'FEET NORTHEAST OF THE INTERSECTION OF CENTERLINE OF THE ROAD
 NF0041'WITH THE SOUTH RAIL OF THE SOUTH TRACK, 8.3 FEET EAST OF A ROAD
 NF0041'CROSSING SIGN, AND 15.6 FEET NORTH OF THE NORTH RAIL OF THE
 NF0041'NORTH TRACK.  A STANDARD DISK, STAMPED L 42 1934 AND SET IN THE
 NF0041'TOP OF A CONCRETE POST.
 NF0041
 NF0041                          STATION RECOVERY (1972)
 NF0041
 NF0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0041'MARK NOT FOUND.
 NF0041
 NF0041                          STATION RECOVERY (1976)
 NF0041
 NF0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0041'MARK NOT FOUND.
 NF0041
 NF0041                          STATION RECOVERY (1995)
 NF0041
 NF0041'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0364 ***********************************************************************
 NE0364  DESIGNATION -  L 43
 NE0364  PID         -  NE0364
 NE0364  STATE/COUNTY-  MI/OAKLAND
 NE0364  USGS QUAD   -  PONTIAC NORTH (1983)
 NE0364
 NE0364                         *CURRENT SURVEY CONTROL
 NE0364  ___________________________________________________________________
 NE0364* NAD 83(1986)-  42 37 44.     (N)    083 17 25.     (W)     SCALED    
 NE0364* NAVD 88     -       284.122  (meters)     932.16   (feet)  ADJUSTED  
 NE0364  ___________________________________________________________________
 NE0364  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 NE0364  DYNAMIC HT  -         284.037 (meters)     931.88  (feet)  COMP
 NE0364  MODELED GRAV-     980,316.6   (mgal)                       NAVD 88
 NE0364
 NE0364  VERT ORDER  -  SECOND    CLASS 0
 NE0364
 NE0364.The horizontal coordinates were scaled from a topographic map and have
 NE0364.an estimated accuracy of +/- 6 seconds.
 NE0364
 NE0364.The orthometric height was determined by differential leveling
 NE0364.and adjusted by the National Geodetic Survey in June 1991..
 NE0364
 NE0364.The geoid height was determined by GEOID03.
 NE0364
 NE0364.The dynamic height is computed by dividing the NAVD 88
 NE0364.geopotential number by the normal gravity value computed on the
 NE0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0364.degrees latitude (g = 980.6199 gals.).
 NE0364
 NE0364.The modeled gravity was interpolated from observed gravity values.
 NE0364
 NE0364;                    North         East    Units  Estimated Accuracy
 NE0364;SPC MI S     -   125,960.    4,088,290.      MT  (+/- 180 meters Scaled)
 NE0364
 NE0364                          SUPERSEDED SURVEY CONTROL
 NE0364
 NE0364  NGVD 29 (??/??/92)  284.238  (m)          932.54   (f) ADJ UNCH    2 0
 NE0364
 NE0364.Superseded values are not recommended for survey control.
 NE0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0364.See file dsdata.txt to determine how the superseded data were derived.
 NE0364
 NE0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH121221(NAD 83)
 NE0364_MARKER: DB = BENCH MARK DISK
 NE0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0364_STAMPING: L 43 1934
 NE0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0364+STABILITY: SURFACE MOTION
 NE0364
 NE0364  HISTORY     - Date     Condition        Report By
 NE0364  HISTORY     - 1934     MONUMENTED       CGS
 NE0364  HISTORY     - 1939     GOOD             NGS
 NE0364  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0364  HISTORY     - 19941230 MARK NOT FOUND   LOCENG
 NE0364  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 NE0364
 NE0364                          STATION DESCRIPTION
 NE0364
 NE0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NE0364'0.8 MI SE FROM PONTIAC.
 NE0364'0.8 MILE SOUTHEAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM
 NE0364'THE STATION AT PONTIAC, OAKLAND COUNTY, 70 FEET WEST OF THE
 NE0364'CROSSING OF THE MICHIGAN AIRLINE RAILROAD, AT THE SOUTHEAST
 NE0364'CORNER OF THE PONTIAC VARNISH COMPANY, 33.6 FEET EAST OF THE
 NE0364'SOUTH ENTRANCE, AND 4 FEET WEST OF THE WEST CURB OF BRANCH
 NE0364'STREET.  A STANDARD DISK, STAMPED L 43 1934 AND SET IN THE TOP
 NE0364'OF A CONCRETE POST.
 NE0364
 NE0364                          STATION RECOVERY (1994)
 NE0364
 NE0364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0364'MARK NOT FOUND.
 NE0364
 NE0364                          STATION RECOVERY (1994)
 NE0364
 NE0364'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (SFM)
 NE0364'MARK NOT FOUND.
 NE0364
 NE0364                          STATION RECOVERY (1997)
 NE0364
 NE0364'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0364'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0342 ***********************************************************************
 RJ0342  DESIGNATION -  L 45
 RJ0342  PID         -  RJ0342
 RJ0342  STATE/COUNTY-  MI/LUCE
 RJ0342  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ0342
 RJ0342                         *CURRENT SURVEY CONTROL
 RJ0342  ___________________________________________________________________
 RJ0342* NAD 83(1986)-  46 21 12.     (N)    085 28 27.     (W)     SCALED    
 RJ0342* NAVD 88     -       223.488  (meters)     733.23   (feet)  ADJUSTED  
 RJ0342  ___________________________________________________________________
 RJ0342  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RJ0342  DYNAMIC HT  -         223.501 (meters)     733.27  (feet)  COMP
 RJ0342  MODELED GRAV-     980,668.6   (mgal)                       NAVD 88
 RJ0342
 RJ0342  VERT ORDER  -  FIRST     CLASS II
 RJ0342
 RJ0342.The horizontal coordinates were scaled from a topographic map and have
 RJ0342.an estimated accuracy of +/- 6 seconds.
 RJ0342
 RJ0342.The orthometric height was determined by differential leveling
 RJ0342.and adjusted by the National Geodetic Survey in June 1991..
 RJ0342.WARNING-Repeat measurements at this control monument indicate possible
 RJ0342.vertical movement.
 RJ0342
 RJ0342.The geoid height was determined by GEOID03.
 RJ0342
 RJ0342.The dynamic height is computed by dividing the NAVD 88
 RJ0342.geopotential number by the normal gravity value computed on the
 RJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0342.degrees latitude (g = 980.6199 gals.).
 RJ0342
 RJ0342.The modeled gravity was interpolated from observed gravity values.
 RJ0342
 RJ0342;                    North         East    Units  Estimated Accuracy
 RJ0342;SPC MI N     -   175,630.    8,117,420.      MT  (+/- 180 meters Scaled)
 RJ0342
 RJ0342                          SUPERSEDED SURVEY CONTROL
 RJ0342
 RJ0342  NGVD 29 (??/??/92)  223.446  (m)          733.09   (f) ADJ UNCH    1 2
 RJ0342
 RJ0342.Superseded values are not recommended for survey control.
 RJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0342.See file dsdata.txt to determine how the superseded data were derived.
 RJ0342
 RJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS173344(NAD 83)
 RJ0342_MARKER: DB = BENCH MARK DISK
 RJ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0342_STAMPING: L 45 1934
 RJ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0342+STABILITY: SURFACE MOTION
 RJ0342
 RJ0342  HISTORY     - Date     Condition        Report By
 RJ0342  HISTORY     - 1934     MONUMENTED       CGS
 RJ0342  HISTORY     - 1964     GOOD             NGS
 RJ0342
 RJ0342                          STATION DESCRIPTION
 RJ0342
 RJ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 RJ0342'1.5 MI E FROM NEWBERRY.
 RJ0342'ABOUT 1.5 MILES EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RJ0342'AT NEWBERRY, IN S 30, T 46 N, R 9 W, ABOUT SIX 36-FOOT RAILS
 RJ0342'EAST OF THE SOUTHEAST CORNER OF A FIELD ON THE NORTH SIDE OF
 RJ0342'THE TRACK, 58 FEET NORTHWEST AND ACROSS THE TRACK FROM MILEPOST
 RJ0342'57, 35 FEET NORTH OF THE NORTH RAIL, ABOUT 3 FEET BELOW THE
 RJ0342'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST
 RJ0342'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0048 ***********************************************************************
 RK0048  DESIGNATION -  L 46
 RK0048  PID         -  RK0048
 RK0048  STATE/COUNTY-  MI/ALGER
 RK0048  USGS QUAD   -  
 RK0048
 RK0048                         *CURRENT SURVEY CONTROL
 RK0048  ___________________________________________________________________
 RK0048* NAD 83(1986)-  46 20 47.     (N)    086 22 18.     (W)     SCALED    
 RK0048* NAVD 88     -       243.588  (meters)     799.17   (feet)  ADJUSTED  
 RK0048  ___________________________________________________________________
 RK0048  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 RK0048  DYNAMIC HT  -         243.605 (meters)     799.23  (feet)  COMP
 RK0048  MODELED GRAV-     980,679.4   (mgal)                       NAVD 88
 RK0048
 RK0048  VERT ORDER  -  FIRST     CLASS II
 RK0048
 RK0048.The horizontal coordinates were scaled from a topographic map and have
 RK0048.an estimated accuracy of +/- 6 seconds.
 RK0048
 RK0048.The orthometric height was determined by differential leveling
 RK0048.and adjusted by the National Geodetic Survey in June 1991..
 RK0048
 RK0048.The geoid height was determined by GEOID03.
 RK0048
 RK0048.The dynamic height is computed by dividing the NAVD 88
 RK0048.geopotential number by the normal gravity value computed on the
 RK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0048.degrees latitude (g = 980.6199 gals.).
 RK0048
 RK0048.The modeled gravity was interpolated from observed gravity values.
 RK0048
 RK0048;                    North         East    Units  Estimated Accuracy
 RK0048;SPC MI N     -   173,920.    8,048,360.      MT  (+/- 180 meters Scaled)
 RK0048
 RK0048                          SUPERSEDED SURVEY CONTROL
 RK0048
 RK0048  NGVD 29 (??/??/92)  243.551  (m)          799.05   (f) ADJ UNCH    1 2
 RK0048
 RK0048.Superseded values are not recommended for survey control.
 RK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0048.See file dsdata.txt to determine how the superseded data were derived.
 RK0048
 RK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES483327(NAD 83)
 RK0048_MARKER: DB = BENCH MARK DISK
 RK0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0048_STAMPING: L 46 1934
 RK0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0048+STABILITY: SURFACE MOTION
 RK0048
 RK0048  HISTORY     - Date     Condition        Report By
 RK0048  HISTORY     - 1934     MONUMENTED       CGS
 RK0048  HISTORY     - 1935     GOOD             NGS
 RK0048  HISTORY     - 20020416 MARK NOT FOUND   MIDT
 RK0048
 RK0048                          STATION DESCRIPTION
 RK0048
 RK0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RK0048'4.6 MI E FROM SHINGLETON.
 RK0048'4.6 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RK0048'RAILWAY FROM SHINGLETON, ALGER COUNTY, AT MILEPOST 100, 10 FEET
 RK0048'WEST AND 5 FEET SOUTH OF POLE 3695, AND 35 FEET NORTH OF THE
 RK0048'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 46 1934
 RK0048'AND SET IN THE TOP OF A CONCRETE POST.
 RK0048
 RK0048                          STATION RECOVERY (2002)
 RK0048
 RK0048'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0142 ***********************************************************************
 RK0142  DESIGNATION -  L 47
 RK0142  PID         -  RK0142
 RK0142  STATE/COUNTY-  MI/MARQUETTE
 RK0142  USGS QUAD   -  SAND RIVER (1985)
 RK0142
 RK0142                         *CURRENT SURVEY CONTROL
 RK0142  ___________________________________________________________________
 RK0142* NAD 83(1986)-  46 29 21.     (N)    087 07 29.     (W)     SCALED    
 RK0142* NAVD 88     -       192.163  (meters)     630.45   (feet)  ADJUSTED  
 RK0142  ___________________________________________________________________
 RK0142  GEOID HEIGHT-         -35.21  (meters)                     GEOID03
 RK0142  DYNAMIC HT  -         192.177 (meters)     630.50  (feet)  COMP
 RK0142  MODELED GRAV-     980,679.8   (mgal)                       NAVD 88
 RK0142
 RK0142  VERT ORDER  -  FIRST     CLASS II
 RK0142
 RK0142.The horizontal coordinates were scaled from a topographic map and have
 RK0142.an estimated accuracy of +/- 6 seconds.
 RK0142
 RK0142.The orthometric height was determined by differential leveling
 RK0142.and adjusted by the National Geodetic Survey in June 1991..
 RK0142
 RK0142.The geoid height was determined by GEOID03.
 RK0142
 RK0142.The dynamic height is computed by dividing the NAVD 88
 RK0142.geopotential number by the normal gravity value computed on the
 RK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0142.degrees latitude (g = 980.6199 gals.).
 RK0142
 RK0142.The modeled gravity was interpolated from observed gravity values.
 RK0142
 RK0142;                    North         East    Units  Estimated Accuracy
 RK0142;SPC MI N     -   189,600.    7,990,430.      MT  (+/- 180 meters Scaled)
 RK0142
 RK0142                          SUPERSEDED SURVEY CONTROL
 RK0142
 RK0142  NGVD 29 (??/??/92)  192.138  (m)          630.37   (f) ADJ UNCH    1 2
 RK0142
 RK0142.Superseded values are not recommended for survey control.
 RK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0142.See file dsdata.txt to determine how the superseded data were derived.
 RK0142
 RK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS904484(NAD 83)
 RK0142_MARKER: DB = BENCH MARK DISK
 RK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0142_STAMPING: L 47 1934
 RK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0142+STABILITY: SURFACE MOTION
 RK0142
 RK0142  HISTORY     - Date     Condition        Report By
 RK0142  HISTORY     - 1934     MONUMENTED       CGS
 RK0142  HISTORY     - 1955     POOR             NGS
 RK0142  HISTORY     - 19980413 MARK NOT FOUND   NGS
 RK0142
 RK0142                          STATION DESCRIPTION
 RK0142
 RK0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 RK0142'AT SAND RIVER.
 RK0142'AT SAND RIVER, MARQUETTE COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RK0142'ATLANTIC RAILWAY, ONE RAIL WEST OF THE STATION SIGN, AT MILEPOST
 RK0142'140, 3/4 RAIL EAST OF A RAILROAD CAR HOUSE, OPPOSITE A SWITCH
 RK0142'AT POLE 5192, AND 20 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 RK0142'A STANDARD DISK, STAMPED L 47 1934 AND SET IN THE TOP OF A
 RK0142'CONCRETE POST.  NOTE-- THE MARK IS SETTING AT A 45 DEGREE ANGLE
 RK0142'WITH LEVEL AND THE TOP OF IT IS LOOSE.
 RK0142
 RK0142                          STATION RECOVERY (1998)
 RK0142
 RK0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0142'A THOROUGH SEARCH WAS MADE FOR THIS STATION AT THIS TIME, BUT IT WAS
 RK0142'NOT RECOVERED.  AS I TRAVELED INTO THIS STATION USING A FOUR WHEEL
 RK0142'DRIVE ATV WITHOUT AN ODOMETER, NO MILEAGE CHECKS WERE MADE AT THIS
 RK0142'TIME.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC ADVISOR -
 RK0142'MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0117 ***********************************************************************
 RK0117  DESIGNATION -  L 48
 RK0117  PID         -  RK0117
 RK0117  STATE/COUNTY-  MI/MARQUETTE
 RK0117  USGS QUAD   -  MARQUETTE (1975)
 RK0117
 RK0117                         *CURRENT SURVEY CONTROL
 RK0117  ___________________________________________________________________
 RK0117* NAD 83(1986)-  46 32 36.     (N)    087 23 49.     (W)     SCALED    
 RK0117* NAVD 88     -       201.745  (meters)     661.89   (feet)  ADJUSTED  
 RK0117  ___________________________________________________________________
 RK0117  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 RK0117  DYNAMIC HT  -         201.763 (meters)     661.95  (feet)  COMP
 RK0117  MODELED GRAV-     980,697.7   (mgal)                       NAVD 88
 RK0117
 RK0117  VERT ORDER  -  FIRST     CLASS 0
 RK0117
 RK0117.The horizontal coordinates were scaled from a topographic map and have
 RK0117.an estimated accuracy of +/- 6 seconds.
 RK0117
 RK0117.The orthometric height was determined by differential leveling
 RK0117.and adjusted by the National Geodetic Survey in June 1991..
 RK0117
 RK0117.The geoid height was determined by GEOID03.
 RK0117
 RK0117.The dynamic height is computed by dividing the NAVD 88
 RK0117.geopotential number by the normal gravity value computed on the
 RK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0117.degrees latitude (g = 980.6199 gals.).
 RK0117
 RK0117.The modeled gravity was interpolated from observed gravity values.
 RK0117
 RK0117;                    North         East    Units  Estimated Accuracy
 RK0117;SPC MI N     -   195,690.    7,969,560.      MT  (+/- 180 meters Scaled)
 RK0117
 RK0117                          SUPERSEDED SURVEY CONTROL
 RK0117
 RK0117  NGVD 29 (??/??/92)  201.747  (m)          661.90   (f) ADJ UNCH    1 0
 RK0117
 RK0117.Superseded values are not recommended for survey control.
 RK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0117.See file dsdata.txt to determine how the superseded data were derived.
 RK0117
 RK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS695544(NAD 83)
 RK0117_MARKER: DB = BENCH MARK DISK
 RK0117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0117_STAMPING: L 48 1934
 RK0117_MARK LOGO: CGS   
 RK0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0117+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2000
 RK0117
 RK0117  HISTORY     - Date     Condition        Report By
 RK0117  HISTORY     - 1934     MONUMENTED       CGS
 RK0117  HISTORY     - 1936     GOOD             NGS
 RK0117  HISTORY     - 1975     GOOD             NOS
 RK0117  HISTORY     - 1985     GOOD             NGS
 RK0117  HISTORY     - 1990     GOOD             USPSQD
 RK0117  HISTORY     - 20001024 GOOD             MIDT
 RK0117  HISTORY     - 20010917 GOOD             USPSQD
 RK0117  HISTORY     - 20041023 GOOD             USPSQD
 RK0117  HISTORY     - 20060712 MARK NOT FOUND   GEOCAC
 RK0117
 RK0117                          STATION DESCRIPTION
 RK0117
 RK0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RK0117'AT MARQUETTE.
 RK0117'AT MARQUETTE, MARQUETTE COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RK0117'ATLANTIC RAILWAY, AT THE VIADUCT OVER SOUTH FOURTH STREET, IN THE
 RK0117'NORTH WALL OF THE WEST ABUTMENT, 2 FEET WEST OF THE EAST FACE,
 RK0117'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 3 FEET HIGHER
 RK0117'THAN THE GROUND.  A STANDARD DISK, STAMPED L 48 1934 AND SET
 RK0117'VERTICALLY.
 RK0117
 RK0117                          STATION RECOVERY (1975)
 RK0117
 RK0117'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1975
 RK0117'AT MARQUETTE ON THE WEST ABUTMENT OF THE SOO LINE RAILROAD VIADUCT
 RK0117'OVER SOUTH FOURTH STREET, BETWEEN WASHINGTON AND MAPLE STREETS, 12 FT.
 RK0117'SOUTH OF CENTERLINE OF RAILROAD TRACK ON NORTH SIDE OF VIADUCT, 2.25
 RK0117'FT. WEST OF NORTHEAST CORNER, 3 FT. ABOVE GROUND.
 RK0117
 RK0117                          STATION RECOVERY (1985)
 RK0117
 RK0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0117'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 RK0117'MARQUETTE, AT THE INTERSECTION OF SOUTH FOURTH STREET AND THE SOO LINE
 RK0117'RAILROAD, SET VERTICALLY IN THE NORTH FACE OF THE WEST CONCRETE
 RK0117'ABUTMENT OF THE RAILROAD OVERPASS OF SOUTH FOURTH STREET, 11.0 M (36.1
 RK0117'FT) WEST OF THE CENTER OF THE STREET, AND 1.5 M (4.9 FT) SOUTH OF THE
 RK0117'NEAR RAIL.
 RK0117'THE MARK IS 0.9 M ABOVE THE SIDEWALK.
 RK0117
 RK0117                          STATION RECOVERY (1990)
 RK0117
 RK0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0117'RECOVERED IN GOOD CONDITION.
 RK0117
 RK0117                          STATION RECOVERY (2000)
 RK0117
 RK0117'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0117'TO REACH FROM POST OFFICE GO 1 BLOCK WEST BR US-41 TO FOURTH STREET,
 RK0117'THENCE SOUTH ON FOURTH 200 FT TO MARK ON THE RIGHT. THE OVERPASS WAS
 RK0117'DISMANTLED IN 1999.
 RK0117
 RK0117                          STATION RECOVERY (2001)
 RK0117
 RK0117'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0117'RAILROAD OVERPASS HAS BEEN DISMANTELED BUT WEST CONCRETE ABUTMENT
 RK0117'REMAINS INTACT WITH DISK.
 RK0117
 RK0117                          STATION RECOVERY (2004)
 RK0117
 RK0117'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0117'RECOVERED IN GOOD CONDITION.
 RK0117
 RK0117                          STATION RECOVERY (2006)
 RK0117
 RK0117'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0117'BOTH ABUTMENTS FROM THIS OVERPASS HAVE NOW BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0259 ***********************************************************************
 RL0259  DESIGNATION -  L 49
 RL0259  PID         -  RL0259
 RL0259  STATE/COUNTY-  MI/HOUGHTON
 RL0259  USGS QUAD   -  
 RL0259
 RL0259                         *CURRENT SURVEY CONTROL
 RL0259  ___________________________________________________________________
 RL0259* NAD 83(1986)-  46 29 56.     (N)    088 49 31.     (W)     SCALED    
 RL0259* NAVD 88     -       393.697  (meters)    1291.65   (feet)  ADJUSTED  
 RL0259  ___________________________________________________________________
 RL0259  GEOID HEIGHT-         -32.42  (meters)                     GEOID03
 RL0259  DYNAMIC HT  -         393.709 (meters)    1291.69  (feet)  COMP
 RL0259  MODELED GRAV-     980,631.9   (mgal)                       NAVD 88
 RL0259
 RL0259  VERT ORDER  -  FIRST     CLASS II
 RL0259
 RL0259.The horizontal coordinates were scaled from a topographic map and have
 RL0259.an estimated accuracy of +/- 6 seconds.
 RL0259
 RL0259.The orthometric height was determined by differential leveling
 RL0259.and adjusted by the National Geodetic Survey in June 1991..
 RL0259
 RL0259.The geoid height was determined by GEOID03.
 RL0259
 RL0259.The dynamic height is computed by dividing the NAVD 88
 RL0259.geopotential number by the normal gravity value computed on the
 RL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0259.degrees latitude (g = 980.6199 gals.).
 RL0259
 RL0259.The modeled gravity was interpolated from observed gravity values.
 RL0259
 RL0259;                    North         East    Units  Estimated Accuracy
 RL0259;SPC MI N     -   192,290.    7,859,910.      MT  (+/- 180 meters Scaled)
 RL0259
 RL0259                          SUPERSEDED SURVEY CONTROL
 RL0259
 RL0259  NGVD 29 (??/??/92)  393.708  (m)         1291.69   (f) ADJ UNCH    1 2
 RL0259
 RL0259.Superseded values are not recommended for survey control.
 RL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0259.See file dsdata.txt to determine how the superseded data were derived.
 RL0259
 RL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS599510(NAD 83)
 RL0259_MARKER: DB = BENCH MARK DISK
 RL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0259_STAMPING: L 49 1934
 RL0259_MARK LOGO: CGS   
 RL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0259+STABILITY: SURFACE MOTION
 RL0259
 RL0259  HISTORY     - Date     Condition        Report By
 RL0259  HISTORY     - 1934     MONUMENTED       CGS
 RL0259  HISTORY     - 1985     GOOD             NGS
 RL0259
 RL0259                          STATION DESCRIPTION
 RL0259
 RL0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0259'3.5 MI E FROM KENTON.
 RL0259'3.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0259'RAILROAD FROM THE STATION AT KENTON, HOUGHTON COUNTY, AT A COUNTY
 RL0259'ROAD CROSSING, 60 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 RL0259'30 FEET WEST OF THE CENTERLINE OF THE COUNTY ROAD, 15 FEET
 RL0259'WEST OF POLE 3213 E 44, AND 8 FEET WEST OF A FENCE CORNER.  A
 RL0259'STANDARD DISK, STAMPED L 49 1934 AND SET IN THE TOP OF A CONCRETE
 RL0259'POST PROJECTING 8 INCHES ABOVE GROUND.
 RL0259
 RL0259                          STATION RECOVERY (1985)
 RL0259
 RL0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0259'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0713 ***********************************************************************
 RL0713  DESIGNATION -  L 50
 RL0713  PID         -  RL0713
 RL0713  STATE/COUNTY-  MI/ONTONAGON
 RL0713  USGS QUAD   -  
 RL0713
 RL0713                         *CURRENT SURVEY CONTROL
 RL0713  ___________________________________________________________________
 RL0713* NAD 83(1986)-  46 34 38.     (N)    089 29 55.     (W)     SCALED    
 RL0713* NAVD 88     -       394.713  (meters)    1294.99   (feet)  ADJUSTED  
 RL0713  ___________________________________________________________________
 RL0713  GEOID HEIGHT-         -31.16  (meters)                     GEOID03
 RL0713  DYNAMIC HT  -         394.733 (meters)    1295.05  (feet)  COMP
 RL0713  MODELED GRAV-     980,652.5   (mgal)                       NAVD 88
 RL0713
 RL0713  VERT ORDER  -  FIRST     CLASS II
 RL0713
 RL0713.The horizontal coordinates were scaled from a topographic map and have
 RL0713.an estimated accuracy of +/- 6 seconds.
 RL0713
 RL0713.The orthometric height was determined by differential leveling
 RL0713.and adjusted by the National Geodetic Survey in June 1991..
 RL0713
 RL0713.The geoid height was determined by GEOID03.
 RL0713
 RL0713.The dynamic height is computed by dividing the NAVD 88
 RL0713.geopotential number by the normal gravity value computed on the
 RL0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0713.degrees latitude (g = 980.6199 gals.).
 RL0713
 RL0713.The modeled gravity was interpolated from observed gravity values.
 RL0713
 RL0713;                    North         East    Units  Estimated Accuracy
 RL0713;SPC MI N     -   202,400.    7,808,520.      MT  (+/- 180 meters Scaled)
 RL0713
 RL0713                          SUPERSEDED SURVEY CONTROL
 RL0713
 RL0713  NGVD 29 (??/??/92)  394.714  (m)         1294.99   (f) ADJ UNCH    1 2
 RL0713
 RL0713.Superseded values are not recommended for survey control.
 RL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0713.See file dsdata.txt to determine how the superseded data were derived.
 RL0713
 RL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS085612(NAD 83)
 RL0713_MARKER: DB = BENCH MARK DISK
 RL0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0713_STAMPING: L 50 1934
 RL0713_MARK LOGO: CGS   
 RL0713_PROJECTION: PROJECTING 15 CENTIMETERS
 RL0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0713+STABILITY: SURFACE MOTION
 RL0713
 RL0713  HISTORY     - Date     Condition        Report By
 RL0713  HISTORY     - 1934     MONUMENTED       CGS
 RL0713  HISTORY     - 1985     GOOD             NGS
 RL0713  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0713  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0713  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0713  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 RL0713
 RL0713                          STATION DESCRIPTION
 RL0713
 RL0713'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0713'1.5 MI W FROM TOPAZ.
 RL0713'1.5 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0713'RAILROAD FROM TOPAZ, ONTONAGON COUNTY, 200 FEET SOUTHWEST OF A
 RL0713'ONE-STORY FRAME FARMHOUSE AND A BARN, AT A PRIVATE FARM-ROAD
 RL0713'CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 12
 RL0713'FEET EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK,
 RL0713'STAMPED L 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RL0713
 RL0713                          STATION RECOVERY (1985)
 RL0713
 RL0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0713'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  25.6 KM
 RL0713'(15.9 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0713'HIGHWAY 45 IN BRUCE CROSSING, 0.7 KM (0.45 MI) NORTHWEST OF THE
 RL0713'INTERSECTION OF A GRAVELED ROAD, 29.1 M (95.5 FT) SOUTHWEST OF THE
 RL0713'CENTERLINE OF THE HIGHWAY, AND 13.8 M (45.3 FT) NORTHEAST OF THE NEAR
 RL0713'RAIL OF THE SOO LINE RAILROAD.
 RL0713'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RL0713'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL0713
 RL0713                          STATION RECOVERY (1987)
 RL0713
 RL0713'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0713'MARK NOT FOUND.
 RL0713
 RL0713                          STATION RECOVERY (1996)
 RL0713
 RL0713'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0713'MARK NOT FOUND.
 RL0713
 RL0713                          STATION RECOVERY (2001)
 RL0713
 RL0713'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0713'MARK NOT FOUND.
 RL0713
 RL0713                          STATION RECOVERY (2004)
 RL0713
 RL0713'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0284 ***********************************************************************
 RJ0284  DESIGNATION -  L 52
 RJ0284  PID         -  RJ0284
 RJ0284  STATE/COUNTY-  MI/MACKINAC
 RJ0284  USGS QUAD   -  CHARLES (1976)
 RJ0284
 RJ0284                         *CURRENT SURVEY CONTROL
 RJ0284  ___________________________________________________________________
 RJ0284* NAD 83(1986)-  46 00 13.     (N)    084 43 25.     (W)     SCALED    
 RJ0284* NAVD 88     -       202.371  (meters)     663.95   (feet)  ADJUSTED  
 RJ0284  ___________________________________________________________________
 RJ0284  GEOID HEIGHT-         -35.47  (meters)                     GEOID03
 RJ0284  DYNAMIC HT  -         202.380 (meters)     663.98  (feet)  COMP
 RJ0284  MODELED GRAV-     980,653.3   (mgal)                       NAVD 88
 RJ0284
 RJ0284  VERT ORDER  -  FIRST     CLASS 0
 RJ0284
 RJ0284.The horizontal coordinates were scaled from a topographic map and have
 RJ0284.an estimated accuracy of +/- 6 seconds.
 RJ0284
 RJ0284.The orthometric height was determined by differential leveling
 RJ0284.and adjusted by the National Geodetic Survey in June 1991..
 RJ0284
 RJ0284.The geoid height was determined by GEOID03.
 RJ0284
 RJ0284.The dynamic height is computed by dividing the NAVD 88
 RJ0284.geopotential number by the normal gravity value computed on the
 RJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0284.degrees latitude (g = 980.6199 gals.).
 RJ0284
 RJ0284.The modeled gravity was interpolated from observed gravity values.
 RJ0284
 RJ0284;                    North         East    Units  Estimated Accuracy
 RJ0284;SPC MI N     -   138,160.    8,176,290.      MT  (+/- 180 meters Scaled)
 RJ0284
 RJ0284                          SUPERSEDED SURVEY CONTROL
 RJ0284
 RJ0284  NGVD 29 (??/??/92)  202.397  (m)          664.03   (f) ADJ UNCH    1 0
 RJ0284
 RJ0284.Superseded values are not recommended for survey control.
 RJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0284.See file dsdata.txt to determine how the superseded data were derived.
 RJ0284
 RJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR762969(NAD 83)
 RJ0284_MARKER: DB = BENCH MARK DISK
 RJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0284+STABILITY: SURFACE MOTION
 RJ0284
 RJ0284  HISTORY     - Date     Condition        Report By
 RJ0284  HISTORY     - 1934     MONUMENTED       CGS
 RJ0284  HISTORY     - 1972     GOOD             USLS
 RJ0284  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0284  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0284
 RJ0284                          STATION DESCRIPTION
 RJ0284
 RJ0284'DESCRIBED BY US LAKE SURVEY 1972
 RJ0284'3.5 MI N FROM ST IGNACE.
 RJ0284'L 52 ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, IS IN
 RJ0284'MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ON STATE STREET
 RJ0284'FROM THE POST OFFICE AT ST. IGNACE TO INTERSECTION, THENCE
 RJ0284'7.7 MILES NORTHERLY ALONG OLD MACKINAC TRAIL (CO. RD. 412), TO
 RJ0284'TOE OF HILL ON ITS NORTHERLY SIDE, 1.15 MILES SOUTH OF CARP
 RJ0284'RIVER, 57 FEET NORTHEAST OF A 7-INCH PINE, 33 FEET SOUTHEAST
 RJ0284'OF CENTERLINE OF HIGHWAY, AT NORTHWEST EDGE OF PILE OF STONES,
 RJ0284'1/4-FOOT ABOVE GROUND, BEING HIGHEST POINT OVER CROSS AT CENTER
 RJ0284'OF BRONZE DISC SET INTO TOP OF A 6-INCH SQUARE CONCRETE POST.
 RJ0284
 RJ0284                          STATION RECOVERY (1983)
 RJ0284
 RJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0284'SEARCHED FOR, BUT NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY
 RJ0284'CONSTRUCTION.
 RJ0284
 RJ0284                          STATION RECOVERY (1995)
 RJ0284
 RJ0284'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0349 ***********************************************************************
 RJ0349  DESIGNATION -  L 53
 RJ0349  PID         -  RJ0349
 RJ0349  STATE/COUNTY-  MI/MACKINAC
 RJ0349  USGS QUAD   -  REXTON (1975)
 RJ0349
 RJ0349                         *CURRENT SURVEY CONTROL
 RJ0349  ___________________________________________________________________
 RJ0349* NAD 83(1986)-  46 09 47.     (N)    085 14 21.     (W)     SCALED    
 RJ0349* NAVD 88     -       263.887  (meters)     865.77   (feet)  ADJUSTED  
 RJ0349  ___________________________________________________________________
 RJ0349  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ0349  DYNAMIC HT  -         263.903 (meters)     865.82  (feet)  COMP
 RJ0349  MODELED GRAV-     980,670.5   (mgal)                       NAVD 88
 RJ0349
 RJ0349  VERT ORDER  -  SECOND    CLASS 0
 RJ0349
 RJ0349.The horizontal coordinates were scaled from a topographic map and have
 RJ0349.an estimated accuracy of +/- 6 seconds.
 RJ0349
 RJ0349.The orthometric height was determined by differential leveling
 RJ0349.and adjusted by the National Geodetic Survey in June 1991..
 RJ0349
 RJ0349.The geoid height was determined by GEOID03.
 RJ0349
 RJ0349.The dynamic height is computed by dividing the NAVD 88
 RJ0349.geopotential number by the normal gravity value computed on the
 RJ0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0349.degrees latitude (g = 980.6199 gals.).
 RJ0349
 RJ0349.The modeled gravity was interpolated from observed gravity values.
 RJ0349
 RJ0349;                    North         East    Units  Estimated Accuracy
 RJ0349;SPC MI N     -   154,860.    8,135,980.      MT  (+/- 180 meters Scaled)
 RJ0349
 RJ0349                          SUPERSEDED SURVEY CONTROL
 RJ0349
 RJ0349  NGVD 29 (??/??/92)  263.866  (m)          865.70   (f) ADJ UNCH    2 0
 RJ0349
 RJ0349.Superseded values are not recommended for survey control.
 RJ0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0349.See file dsdata.txt to determine how the superseded data were derived.
 RJ0349
 RJ0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS359136(NAD 83)
 RJ0349_MARKER: DB = BENCH MARK DISK
 RJ0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0349_STAMPING: L 53 1934
 RJ0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0349+STABILITY: SURFACE MOTION
 RJ0349
 RJ0349  HISTORY     - Date     Condition        Report By
 RJ0349  HISTORY     - 1934     MONUMENTED       CGS
 RJ0349  HISTORY     - 1938     GOOD             NGS
 RJ0349  HISTORY     - 19950815 POOR             USPSQD
 RJ0349
 RJ0349                          STATION DESCRIPTION
 RJ0349
 RJ0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0349'AT REXTON.
 RJ0349'AT REXTON, MACKINAC COUNTY, 75 FEET NORTHWEST OF AND ACROSS
 RJ0349'THE TRACK FROM THE MINNEAPOLIS, ST. PAUL AND SAULT STE. MARIE
 RJ0349'RAILWAY STATION, 25 FEET WEST OF THE CENTERLINE OF A
 RJ0349'NORTH-AND-SOUTH ROAD, AND 50 FEET NORTH OF THE CENTERLINE OF
 RJ0349'THE MAIN TRACK.  A STANDARD DISK, STAMPED L 53 1934 AND SET
 RJ0349'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 RJ0349
 RJ0349                          STATION RECOVERY (1995)
 RJ0349
 RJ0349'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0349'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0004 ***********************************************************************
 QL0004  DESIGNATION -  L 54
 QL0004  PID         -  QL0004
 QL0004  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0004  USGS QUAD   -  GULLIVER (1972)
 QL0004
 QL0004                         *CURRENT SURVEY CONTROL
 QL0004  ___________________________________________________________________
 QL0004* NAD 83(1986)-  45 59 14.     (N)    086 02 55.     (W)     SCALED    
 QL0004* NAVD 88     -       189.852  (meters)     622.87   (feet)  ADJUSTED  
 QL0004  ___________________________________________________________________
 QL0004  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QL0004  DYNAMIC HT  -         189.860 (meters)     622.90  (feet)  COMP
 QL0004  MODELED GRAV-     980,650.1   (mgal)                       NAVD 88
 QL0004
 QL0004  VERT ORDER  -  FIRST     CLASS 0
 QL0004
 QL0004.The horizontal coordinates were scaled from a topographic map and have
 QL0004.an estimated accuracy of +/- 6 seconds.
 QL0004
 QL0004.The orthometric height was determined by differential leveling
 QL0004.and adjusted by the National Geodetic Survey in June 1991..
 QL0004
 QL0004.The geoid height was determined by GEOID03.
 QL0004
 QL0004.The dynamic height is computed by dividing the NAVD 88
 QL0004.geopotential number by the normal gravity value computed on the
 QL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0004.degrees latitude (g = 980.6199 gals.).
 QL0004
 QL0004.The modeled gravity was interpolated from observed gravity values.
 QL0004
 QL0004;                    North         East    Units  Estimated Accuracy
 QL0004;SPC MI N     -   134,250.    8,073,710.      MT  (+/- 180 meters Scaled)
 QL0004
 QL0004                          SUPERSEDED SURVEY CONTROL
 QL0004
 QL0004  NGVD 29 (??/??/92)  189.828  (m)          622.79   (f) ADJ UNCH    1 0
 QL0004
 QL0004.Superseded values are not recommended for survey control.
 QL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0004.See file dsdata.txt to determine how the superseded data were derived.
 QL0004
 QL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER736930(NAD 83)
 QL0004_MARKER: DB = BENCH MARK DISK
 QL0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0004_STAMPING: L 54 1934
 QL0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0004+STABILITY: SURFACE MOTION
 QL0004
 QL0004  HISTORY     - Date     Condition        Report By
 QL0004  HISTORY     - 1934     MONUMENTED       CGS
 QL0004  HISTORY     - 1972     GOOD             NGS
 QL0004
 QL0004                          STATION DESCRIPTION
 QL0004
 QL0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0004'1.6 MI W FROM GULLIVER.
 QL0004'ABOUT 1.6 MILES WEST ALONG THE MINNEAPOLIS, ST PAUL AND SAULT
 QL0004'STE MARIE RAILROAD FROM THE STATION AT GULLIVER, 67 1/2 FEET
 QL0004'SOUTHWEST OF MILEPOST 397, 45.5 FEET SOUTH OF THE SOUTH RAIL,
 QL0004'16 FEET SOUTH OF A LINE OR ROW OF POLES, 19 FEET NORTHWEST OF
 QL0004'THE NORTHWEST EDGE OF A 5 FOOT DEEP DITCH, SET IN THE TOP OF
 QL0004'A CONCRETE POST PROJECTING 12 INCHES ABOVE THE LEVEL OF THE
 QL0004'GROUND.  SEC 34, T42N, R 14W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0073 ***********************************************************************
 RK0073  DESIGNATION -  L 55
 RK0073  PID         -  RK0073
 RK0073  STATE/COUNTY-  MI/ALGER
 RK0073  USGS QUAD   -  
 RK0073
 RK0073                         *CURRENT SURVEY CONTROL
 RK0073  ___________________________________________________________________
 RK0073* NAD 83(1986)-  46 20 41.     (N)    086 27 55.     (W)     SCALED    
 RK0073* NAVD 88     -       250.213  (meters)     820.91   (feet)  ADJUSTED  
 RK0073  ___________________________________________________________________
 RK0073  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 RK0073  DYNAMIC HT  -         250.231 (meters)     820.97  (feet)  COMP
 RK0073  MODELED GRAV-     980,681.0   (mgal)                       NAVD 88
 RK0073
 RK0073  VERT ORDER  -  SECOND    CLASS 0
 RK0073
 RK0073.The horizontal coordinates were scaled from a topographic map and have
 RK0073.an estimated accuracy of +/- 6 seconds.
 RK0073
 RK0073.The orthometric height was determined by differential leveling
 RK0073.and adjusted by the National Geodetic Survey in June 1991..
 RK0073
 RK0073.The geoid height was determined by GEOID03.
 RK0073
 RK0073.The dynamic height is computed by dividing the NAVD 88
 RK0073.geopotential number by the normal gravity value computed on the
 RK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0073.degrees latitude (g = 980.6199 gals.).
 RK0073
 RK0073.The modeled gravity was interpolated from observed gravity values.
 RK0073
 RK0073;                    North         East    Units  Estimated Accuracy
 RK0073;SPC MI N     -   173,680.    8,041,160.      MT  (+/- 180 meters Scaled)
 RK0073
 RK0073                          SUPERSEDED SURVEY CONTROL
 RK0073
 RK0073  NGVD 29 (??/??/92)  250.176  (m)          820.79   (f) ADJ UNCH    2 0
 RK0073
 RK0073.Superseded values are not recommended for survey control.
 RK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0073.See file dsdata.txt to determine how the superseded data were derived.
 RK0073
 RK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES411324(NAD 83)
 RK0073_MARKER: DB = BENCH MARK DISK
 RK0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0073_STAMPING: L 55 1934
 RK0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0073+STABILITY: SURFACE MOTION
 RK0073
 RK0073  HISTORY     - Date     Condition        Report By
 RK0073  HISTORY     - 1934     MONUMENTED       CGS
 RK0073  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0073
 RK0073                          STATION DESCRIPTION
 RK0073
 RK0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0073'0.2 MI S FROM SHINGLETON.
 RK0073'0.2 MILE SOUTH ALONG THE MANISTIQUE AND LAKE SUPERIOR RAILROAD
 RK0073'FROM THE STATION AT SHINGLETON, ALGER COUNTY, 58 FEET NORTH OF
 RK0073'A SWITCH STAND, 24 FEET WEST OF THE CENTERLINE OF THE MAIN
 RK0073'TRACK, AND 1 FOOT NORTH OF A CORNER FENCE POST.  A STANDARD
 RK0073'DISK, STAMPED L 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0073
 RK0073                          STATION RECOVERY (1980)
 RK0073
 RK0073'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0073'THE RAILROAD HAS BEEN DISMANTLED AND THE AREA IS NOW PART OF A
 RK0073'SAWMILL. THE EXACT LOCATION OF THE SWITCH STAND COULD NOT BE LOCATED,
 RK0073'BUT IT APPEARS THAT THERE ARE SEVERAL LARGE STACKS OF LUMBER WHERE
 RK0073'THE MARK SHOULD BE LOCATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0081 ***********************************************************************
 QL0081  DESIGNATION -  L 56
 QL0081  PID         -  QL0081
 QL0081  STATE/COUNTY-  MI/DELTA
 QL0081  USGS QUAD   -  GARDEN CORNERS (1985)
 QL0081
 QL0081                         *CURRENT SURVEY CONTROL
 QL0081  ___________________________________________________________________
 QL0081* NAD 83(1986)-  45 53 47.     (N)    086 36 37.     (W)     SCALED    
 QL0081* NAVD 88     -       191.156  (meters)     627.15   (feet)  ADJUSTED  
 QL0081  ___________________________________________________________________
 QL0081  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 QL0081  DYNAMIC HT  -         191.158 (meters)     627.16  (feet)  COMP
 QL0081  MODELED GRAV-     980,621.9   (mgal)                       NAVD 88
 QL0081
 QL0081  VERT ORDER  -  FIRST     CLASS 0
 QL0081
 QL0081.The horizontal coordinates were scaled from a topographic map and have
 QL0081.an estimated accuracy of +/- 6 seconds.
 QL0081
 QL0081.The orthometric height was determined by differential leveling
 QL0081.and adjusted by the National Geodetic Survey in June 1991..
 QL0081.WARNING-Repeat measurements at this control monument indicate possible
 QL0081.vertical movement.
 QL0081
 QL0081.The geoid height was determined by GEOID03.
 QL0081
 QL0081.The dynamic height is computed by dividing the NAVD 88
 QL0081.geopotential number by the normal gravity value computed on the
 QL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0081.degrees latitude (g = 980.6199 gals.).
 QL0081
 QL0081.The modeled gravity was interpolated from observed gravity values.
 QL0081
 QL0081;                    North         East    Units  Estimated Accuracy
 QL0081;SPC MI N     -   123,780.    8,030,240.      MT  (+/- 180 meters Scaled)
 QL0081
 QL0081                          SUPERSEDED SURVEY CONTROL
 QL0081
 QL0081  NGVD 29 (??/??/92)  191.116  (m)          627.02   (f) ADJ UNCH    1 0
 QL0081
 QL0081.Superseded values are not recommended for survey control.
 QL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0081.See file dsdata.txt to determine how the superseded data were derived.
 QL0081
 QL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER302826(NAD 83)
 QL0081_MARKER: DB = BENCH MARK DISK
 QL0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0081_STAMPING: L 56 1934
 QL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0081+STABILITY: SURFACE MOTION
 QL0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0081+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0081
 QL0081  HISTORY     - Date     Condition        Report By
 QL0081  HISTORY     - 1934     MONUMENTED       CGS
 QL0081  HISTORY     - 1972     GOOD             NGS
 QL0081  HISTORY     - 20050201 GOOD             MIDT
 QL0081  HISTORY     - 20060918 GOOD             USPSQD
 QL0081
 QL0081                          STATION DESCRIPTION
 QL0081
 QL0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0081'7 MI W FROM COOKS.
 QL0081'ABOUT 7.0 MILES WEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION
 QL0081'OF COUNTY ROAD 442 AT COOKS, 0.2 MILE WEST OF THE JUNCTION OF
 QL0081'COUNTY ROAD 495 IN THE SMALL COMMUNITY OF ISABELLA, 156 YARDS
 QL0081'NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER
 QL0081'OF THE ISABELLA CONGREGATIONAL CHURCH, 82 FEET NORTH OF THE
 QL0081'CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF THE SOUTH RAIL OF
 QL0081'THE MINNEAPOLIS, ST. PAUL AND SAULT STE MARIE RAILROAD, 25 FEET
 QL0081'NORTH OF UNDERGROUND CABLE MARKER NO. 7 OF THE BELL SYSTEM,
 QL0081'20 1/2 FEET SOUTHEAST OF A TELEPHONE POLE, 1.4 FEET NORTHEAST
 QL0081'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE HIGHWAY,
 QL0081'2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 QL0081'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 QL0081'SEC 2-31, T 41 N, R 18 W.
 QL0081
 QL0081                          STATION RECOVERY (2005)
 QL0081
 QL0081'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 QL0081'RECOVERED IN GOOD CONDITION.
 QL0081
 QL0081                          STATION RECOVERY (2006)
 QL0081
 QL0081'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0267 ***********************************************************************
 RL0267  DESIGNATION -  L 57
 RL0267  PID         -  RL0267
 RL0267  STATE/COUNTY-  MI/IRON
 RL0267  USGS QUAD   -  IRON RIVER (1944)
 RL0267
 RL0267                         *CURRENT SURVEY CONTROL
 RL0267  ___________________________________________________________________
 RL0267* NAD 83(1986)-  46 03 27.     (N)    088 37 41.     (W)     SCALED    
 RL0267* NAVD 88     -       445.184  (meters)    1460.57   (feet)  ADJUSTED  
 RL0267  ___________________________________________________________________
 RL0267  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 RL0267  DYNAMIC HT  -         445.190 (meters)    1460.59  (feet)  COMP
 RL0267  MODELED GRAV-     980,614.8   (mgal)                       NAVD 88
 RL0267
 RL0267  VERT ORDER  -  SECOND    CLASS 0
 RL0267
 RL0267.The horizontal coordinates were scaled from a topographic map and have
 RL0267.an estimated accuracy of +/- 6 seconds.
 RL0267
 RL0267.The orthometric height was determined by differential leveling
 RL0267.and adjusted by the National Geodetic Survey in June 1991..
 RL0267
 RL0267.The geoid height was determined by GEOID03.
 RL0267
 RL0267.The dynamic height is computed by dividing the NAVD 88
 RL0267.geopotential number by the normal gravity value computed on the
 RL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0267.degrees latitude (g = 980.6199 gals.).
 RL0267
 RL0267.The modeled gravity was interpolated from observed gravity values.
 RL0267
 RL0267;                    North         East    Units  Estimated Accuracy
 RL0267;SPC MI N     -   142,910.    7,874,040.      MT  (+/- 180 meters Scaled)
 RL0267
 RL0267                          SUPERSEDED SURVEY CONTROL
 RL0267
 RL0267  NGVD 29 (??/??/92)  445.185  (m)         1460.58   (f) ADJ UNCH    2 0
 RL0267
 RL0267.Superseded values are not recommended for survey control.
 RL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0267.See file dsdata.txt to determine how the superseded data were derived.
 RL0267
 RL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS740017(NAD 83)
 RL0267_MARKER: DB = BENCH MARK DISK
 RL0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0267_SP_SET: ABUTMENT
 RL0267_STAMPING: L 57 1934
 RL0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0267
 RL0267  HISTORY     - Date     Condition        Report By
 RL0267  HISTORY     - 1934     MONUMENTED       CGS
 RL0267
 RL0267                          STATION DESCRIPTION
 RL0267
 RL0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0267'0.5 MI E FROM CASPIAN.
 RL0267'0.5 MILE EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0267'CASPIAN, IRON COUNTY, 400 FEET EAST OF THE CROSSING OF COUNTY
 RL0267'HIGHWAY 424, AT A PLATE GIRDER BRIDGE, AND IN THE TOP OF THE
 RL0267'CENTER OF THE NORTH END OF THE WEST CONCRETE ABUTMENT.  A
 RL0267'STANDARD DISK, STAMPED L 57 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0091 ***********************************************************************
 RM0091  DESIGNATION -  L 58
 RM0091  PID         -  RM0091
 RM0091  STATE/COUNTY-  MI/GOGEBIC
 RM0091  USGS QUAD   -  IRONWOOD (1981)
 RM0091
 RM0091                         *CURRENT SURVEY CONTROL
 RM0091  ___________________________________________________________________
 RM0091* NAD 83(1986)-  46 27 16.     (N)    090 09 57.     (W)     SCALED    
 RM0091* NAVD 88     -       468.431  (meters)    1536.84   (feet)  POSTED    
 RM0091  ___________________________________________________________________
 RM0091  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0091  DYNAMIC HT  -         468.450 (meters)    1536.91  (feet)  COMP
 RM0091  MODELED GRAV-     980,638.4   (mgal)                       NAVD 88
 RM0091
 RM0091  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 RM0091
 RM0091.The horizontal coordinates were scaled from a topographic map and have
 RM0091.an estimated accuracy of +/- 6 seconds.
 RM0091
 RM0091.The orthometric height was determined by differential leveling
 RM0091.and adjusted by the National Geodetic Survey in 1992..
 RM0091.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 RM0091.rate of 2.1 thru 3.0 mm/km.
 RM0091
 RM0091.The geoid height was determined by GEOID03.
 RM0091
 RM0091.The dynamic height is computed by dividing the NAVD 88
 RM0091.geopotential number by the normal gravity value computed on the
 RM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0091.degrees latitude (g = 980.6199 gals.).
 RM0091
 RM0091.The modeled gravity was interpolated from observed gravity values.
 RM0091
 RM0091;                    North         East    Units  Estimated Accuracy
 RM0091;SPC MI N     -   190,590.    7,756,870.      MT  (+/- 180 meters Scaled)
 RM0091
 RM0091                          SUPERSEDED SURVEY CONTROL
 RM0091
 RM0091  NGVD 29 (??/??/92)  468.439  (m)         1536.87   (f) ADJ UNCH    1 2
 RM0091
 RM0091.Superseded values are not recommended for survey control.
 RM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0091.See file dsdata.txt to determine how the superseded data were derived.
 RM0091
 RM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM176484(NAD 83)
 RM0091_MARKER: DB = BENCH MARK DISK
 RM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0091_STAMPING: L 58 1934
 RM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0091+STABILITY: SURFACE MOTION
 RM0091
 RM0091  HISTORY     - Date     Condition        Report By
 RM0091  HISTORY     - 1934     MONUMENTED       CGS
 RM0091  HISTORY     - 1982     MARK NOT FOUND   NGS
 RM0091  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RM0091
 RM0091                          STATION DESCRIPTION
 RM0091
 RM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0091'AT IRONWOOD.
 RM0091'AT IRONWOOD, GOGEBIC COUNTY, AT THE MEMORIAL BUILDING, IN THE
 RM0091'YARD, AT THE NORTHEAST CORNER OF THE BUILDING, 36 FEET SOUTH
 RM0091'OF THE ENTRANCE, 15 FEET EAST OF THE BUILDING, AND 3 FEET
 RM0091'WEST OF A SIDEWALK.  A STANDARD DISK, STAMPED L 58 1934 AND SET
 RM0091'IN THE TOP OF A CONCRETE POST.
 RM0091
 RM0091                          STATION RECOVERY (1982)
 RM0091
 RM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0091'NOT RECOVERED.  PROBABLY DESTROYED BY LANDSCAPING.
 RM0091
 RM0091                          STATION RECOVERY (2004)
 RM0091
 RM0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0235 ***********************************************************************
 RL0235  DESIGNATION -  L 59
 RL0235  PID         -  RL0235
 RL0235  STATE/COUNTY-  MI/IRON
 RL0235  USGS QUAD   -  KELSO JUNCTION (1945)
 RL0235
 RL0235                         *CURRENT SURVEY CONTROL
 RL0235  ___________________________________________________________________
 RL0235* NAD 83(1986)-  46 08 49.     (N)    088 20 14.     (W)     SCALED    
 RL0235* NAVD 88     -       426.416  (meters)    1399.00   (feet)  ADJUSTED  
 RL0235  ___________________________________________________________________
 RL0235  GEOID HEIGHT-         -32.75  (meters)                     GEOID03
 RL0235  DYNAMIC HT  -         426.423 (meters)    1399.02  (feet)  COMP
 RL0235  MODELED GRAV-     980,615.9   (mgal)                       NAVD 88
 RL0235
 RL0235  VERT ORDER  -  SECOND    CLASS 0
 RL0235
 RL0235.The horizontal coordinates were scaled from a topographic map and have
 RL0235.an estimated accuracy of +/- 6 seconds.
 RL0235
 RL0235.The orthometric height was determined by differential leveling
 RL0235.and adjusted by the National Geodetic Survey in June 1991..
 RL0235
 RL0235.The geoid height was determined by GEOID03.
 RL0235
 RL0235.The dynamic height is computed by dividing the NAVD 88
 RL0235.geopotential number by the normal gravity value computed on the
 RL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0235.degrees latitude (g = 980.6199 gals.).
 RL0235
 RL0235.The modeled gravity was interpolated from observed gravity values.
 RL0235
 RL0235;                    North         East    Units  Estimated Accuracy
 RL0235;SPC MI N     -   152,430.    7,896,700.      MT  (+/- 180 meters Scaled)
 RL0235
 RL0235                          SUPERSEDED SURVEY CONTROL
 RL0235
 RL0235  NGVD 29 (??/??/92)  426.407  (m)         1398.97   (f) ADJ UNCH    2 0
 RL0235
 RL0235.Superseded values are not recommended for survey control.
 RL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0235.See file dsdata.txt to determine how the superseded data were derived.
 RL0235
 RL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS967112(NAD 83)
 RL0235_MARKER: DB = BENCH MARK DISK
 RL0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0235_STAMPING: L 59 1934
 RL0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0235+STABILITY: SURFACE MOTION
 RL0235
 RL0235  HISTORY     - Date     Condition        Report By
 RL0235  HISTORY     - 1934     MONUMENTED       CGS
 RL0235
 RL0235                          STATION DESCRIPTION
 RL0235
 RL0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0235'3.2 MI S FROM CRYSTAL FALLS JUNCTION.
 RL0235'3.2 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0235'FROM CRYSTAL FALLS JUNCTION, IRON COUNTY, HALFWAY UP THE BANK OF
 RL0235'A CUT, 15 FEET EAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 2
 RL0235'FEET HIGHER THAN THE BASE OF THE RAIL.  A STANDARD DISK, STAMPED
 RL0235'L 59 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 RL0235'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0194 ***********************************************************************
 RK0194  FBN         -  This is a Federal Base Network Control Station.
 RK0194  DESIGNATION -  L 61
 RK0194  PID         -  RK0194
 RK0194  STATE/COUNTY-  MI/DICKINSON
 RK0194  USGS QUAD   -  RALPH SW (1986)
 RK0194
 RK0194                         *CURRENT SURVEY CONTROL
 RK0194  ___________________________________________________________________
 RK0194* NAD 83(1994)-  46 04 48.27398(N)    087 55 40.84407(W)     ADJUSTED  
 RK0194* NAVD 88     -       369.631  (meters)    1212.70   (feet)  ADJUSTED  
 RK0194  ___________________________________________________________________
 RK0194  X           -     160,244.808 (meters)                     COMP
 RK0194  Y           -  -4,429,248.413 (meters)                     COMP
 RK0194  Z           -   4,571,667.898 (meters)                     COMP
 RK0194  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 RK0194  ELLIP HEIGHT-         335.88  (meters)          (06/11/02) GPS OBS
 RK0194  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 RK0194  DYNAMIC HT  -         369.630 (meters)    1212.69  (feet)  COMP
 RK0194  MODELED GRAV-     980,600.4   (mgal)                       NAVD 88
 RK0194
 RK0194  HORZ ORDER  -  A
 RK0194  VERT ORDER  -  SECOND    CLASS 0
 RK0194  ELLP ORDER  -  FOURTH    CLASS I
 RK0194
 RK0194.The horizontal coordinates were established by GPS observations
 RK0194.and adjusted by the National Geodetic Survey in July 1997..
 RK0194
 RK0194.The orthometric height was determined by differential leveling
 RK0194.and adjusted by the National Geodetic Survey in June 1991..
 RK0194
 RK0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0194
 RK0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0194
 RK0194.The ellipsoidal height was determined by GPS observations
 RK0194.and is referenced to NAD 83.
 RK0194
 RK0194.The geoid height was determined by GEOID03.
 RK0194
 RK0194.The dynamic height is computed by dividing the NAVD 88
 RK0194.geopotential number by the normal gravity value computed on the
 RK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0194.degrees latitude (g = 980.6199 gals.).
 RK0194
 RK0194.The modeled gravity was interpolated from observed gravity values.
 RK0194
 RK0194;                    North         East     Units Scale Factor Converg.
 RK0194;SPC MI N     -   144,545.282 7,928,225.038   MT  0.99990922   -0 40 14.7
 RK0194;SPC MI N     -   474,229.93 26,011,237.00   iFT  0.99990922   -0 40 14.7
 RK0194;UTM  16      - 5,103,363.147   428,245.709   MT  0.99966329   -0 40 06.5
 RK0194
 RK0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0194!SPC MI N     -   0.99994735  x   0.99990922  =   0.99985657
 RK0194!UTM  16      -   0.99994735  x   0.99966329  =   0.99961066
 RK0194
 RK0194                          SUPERSEDED SURVEY CONTROL
 RK0194
 RK0194  ELLIP H (07/24/97)  335.81   (m)                       GP(       ) 2 1
 RK0194  NAVD 88 (07/24/97)  369.63   (m)         1212.7    (f) LEVELING    3  
 RK0194  NGVD 29 (??/??/92)  369.620  (m)         1212.66   (f) ADJ UNCH    2 0
 RK0194
 RK0194.Superseded values are not recommended for survey control.
 RK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0194.See file dsdata.txt to determine how the superseded data were derived.
 RK0194
 RK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS2824603363(NAD 83)
 RK0194_MARKER: DB = BENCH MARK DISK
 RK0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0194_STAMPING: L 61 1934
 RK0194_MARK LOGO: CGS   
 RK0194_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0194+STABILITY: SURFACE MOTION
 RK0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0194+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2005
 RK0194
 RK0194  HISTORY     - Date     Condition        Report By
 RK0194  HISTORY     - 1934     MONUMENTED       CGS
 RK0194  HISTORY     - 19960415 GOOD             LOCSUR
 RK0194  HISTORY     - 20000329 GOOD             SUND
 RK0194  HISTORY     - 20010717 GOOD             MIDT
 RK0194  HISTORY     - 20010920 GOOD             JCLS
 RK0194  HISTORY     - 20010920 GOOD             JCLS
 RK0194  HISTORY     - 20050706 GOOD             STS
 RK0194
 RK0194                          STATION DESCRIPTION
 RK0194
 RK0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RK0194'7.3 MI E FROM SAGOLA.
 RK0194'7.3 MILES EAST ALONG THE ROAD LEADING TO RALPH FROM SAGOLA,
 RK0194'DICKINSON COUNTY, ABOUT 250 FEET WEST OF A BARN, 30 FEET NORTH
 RK0194'OF THE CENTERLINE OF THE ROAD, 3 FEET EAST OF A GATEPOST, AND
 RK0194'1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED L 61 1934
 RK0194'AND SET IN THE TOP OF A CONCRETE POST.
 RK0194
 RK0194                          STATION RECOVERY (1996)
 RK0194
 RK0194'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (GWC)
 RK0194'STATION IS 3.4 MILES (5.5 KM) SOUTH ALONG COUNTY ROAD 581 FROM THE
 RK0194'INTERSECTION OF COUNTY ROAD 426 AT RALPH, 5.4 MILES (8.7 KM) WEST
 RK0194'ALONG THE ROAD LEADING TO SAGOLA, NEAR THE WEST 1/4 CORNER OF SECTION
 RK0194'34, T-43-N, R-29-W, FELCH TOWNSHIP, DICKINSON COUNTY.  IT IS LOCATED
 RK0194'IN A LARGE FIELD, 30.0 FT (9.1 M) NORTH OF THE CENTERLINE OF THE ROAD,
 RK0194'218.0 FT (66.4 M) EASTERLY MEASURED ALONG THE CENTERLINE OF THE ROAD
 RK0194'FROM THE CENTERLINE OF A 10.0 FT (3.0 M) DIAMETER CORRUGATED METAL
 RK0194'PIPE CULVERT UNDER THE ROAD AT CROSSING WITH THE EAST BRANCH OF THE
 RK0194'STURGEON RIVER, 47.5 FT (14.5 M) EAST OF THE CENTER OF A 10 FT (3.0 M)
 RK0194'BY 10 FT (3.0 M) GREEN TELEPHONE BOX NUMBER 1667 B TP76 PROJECTING 2.5
 RK0194'FT (0.8 M) WITH A 4-INCH DIAMTER TREATED WOOD POST PROJECTING 5.4 FT,
 RK0194'(1.6 M) 1.5 FT (0.5 M) EAST OF AN OLD FENCE POST LEANING SOUTH, A
 RK0194'STEEL SIGN POST WITH WHITE SURVEY MARKER SIGN PROJECTING 3.3 FT (1.0
 RK0194'M) ON THE NORTH SIDE OF CONCRETE POST AND AN ORANGE CARSONITE MARKER
 RK0194'2.0 FT (0.6 M) SOUTH OF CONCRETE POST.  A STANDARD DISK STAMPED L 61
 RK0194'1934 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST 0.3 FT (9.1
 RK0194'CM) BELOW GROUND.  THE HORIZONTAL POSITION OF THE MARK IS THE
 RK0194'INTERSECTION OF AN ELONGATED + IN THE CENTER OF THE STANDARD DISK.
 RK0194'RECOVERED BY G.W.  CARLSON, PS OF SUNDBERG, CARLSON AND ASSOCIATES,
 RK0194'INC.
 RK0194
 RK0194                          STATION RECOVERY (2000)
 RK0194
 RK0194'RECOVERY NOTE BY SUNDBERG CARLSON + ASSOC INC 2000 (GC)
 RK0194'THE DESCRIPTION FOR THIS POINT HAS A MISTAKE IN THE SIZE OF THE GREEN
 RK0194'TELEPHONE BOX.  IT GOT LISTED AS 10 FEET INSTEAD OF THE CORRECT 10
 RK0194'INCHES.
 RK0194
 RK0194                          STATION RECOVERY (2001)
 RK0194
 RK0194'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RK0194'RECOVERED IN GOOD CONDITION.
 RK0194
 RK0194                          STATION RECOVERY (2001)
 RK0194
 RK0194'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 RK0194'RECOVERED AS DESCRIBED.
 RK0194
 RK0194                          STATION RECOVERY (2001)
 RK0194
 RK0194'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 RK0194'RECOVERED IN GOOD CONDITION.
 RK0194
 RK0194                          STATION RECOVERY (2005)
 RK0194
 RK0194'RECOVERY NOTE BY STS CONSULTANTS 2005 (SJB)
 RK0194'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0305 ***********************************************************************
 RL0305  DESIGNATION -  L 62
 RL0305  PID         -  RL0305
 RL0305  STATE/COUNTY-  MI/IRON
 RL0305  USGS QUAD   -  FORTUNE LAKES (1944)
 RL0305
 RL0305                         *CURRENT SURVEY CONTROL
 RL0305  ___________________________________________________________________
 RL0305* NAD 83(1986)-  46 06 38.     (N)    088 29 45.     (W)     SCALED    
 RL0305* NAVD 88     -       435.179  (meters)    1427.75   (feet)  ADJUSTED  
 RL0305  ___________________________________________________________________
 RL0305  GEOID HEIGHT-         -32.39  (meters)                     GEOID03
 RL0305  DYNAMIC HT  -         435.187 (meters)    1427.78  (feet)  COMP
 RL0305  MODELED GRAV-     980,618.9   (mgal)                       NAVD 88
 RL0305
 RL0305  VERT ORDER  -  SECOND    CLASS 0
 RL0305
 RL0305.The horizontal coordinates were scaled from a topographic map and have
 RL0305.an estimated accuracy of +/- 6 seconds.
 RL0305
 RL0305.The orthometric height was determined by differential leveling
 RL0305.and adjusted by the National Geodetic Survey in June 1991..
 RL0305
 RL0305.The geoid height was determined by GEOID03.
 RL0305
 RL0305.The dynamic height is computed by dividing the NAVD 88
 RL0305.geopotential number by the normal gravity value computed on the
 RL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0305.degrees latitude (g = 980.6199 gals.).
 RL0305
 RL0305.The modeled gravity was interpolated from observed gravity values.
 RL0305
 RL0305;                    North         East    Units  Estimated Accuracy
 RL0305;SPC MI N     -   148,600.    7,884,380.      MT  (+/- 180 meters Scaled)
 RL0305
 RL0305                          SUPERSEDED SURVEY CONTROL
 RL0305
 RL0305  NGVD 29 (??/??/92)  435.171  (m)         1427.72   (f) ADJ UNCH    2 0
 RL0305
 RL0305.Superseded values are not recommended for survey control.
 RL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0305.See file dsdata.txt to determine how the superseded data were derived.
 RL0305
 RL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS844074(NAD 83)
 RL0305_MARKER: DB = BENCH MARK DISK
 RL0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0305_STAMPING: L 62 1934
 RL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0305+STABILITY: SURFACE MOTION
 RL0305
 RL0305  HISTORY     - Date     Condition        Report By
 RL0305  HISTORY     - 1934     MONUMENTED       CGS
 RL0305  HISTORY     - 1948     GOOD             NGS
 RL0305  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0305
 RL0305                          STATION DESCRIPTION
 RL0305
 RL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0305'1.2 MI N FROM CHICAUGON.
 RL0305'ABOUT 1.2 MILES NORTH ALONG THE CHICAGO, MILWAUKEE, ST. PAUL
 RL0305'AND PACIFIC RAILWAY FROM THE ROAD CROSSING AT CHICAUGON, ABOUT
 RL0305'0.8 MILE NORTH OF THE CROSSING OF U.S. HIGHWAY 2, 80 YARDS
 RL0305'SOUTH AND ACROSS THE TRACK FROM MILE POST 15, 17 FEET EAST OF
 RL0305'THE EAST RAIL, 22 FEET NORTH OF THE SOUTH END OF A 4-FOOT CUT,
 RL0305'ABOUT 125 YARDS EAST OF THE EAST EDGE OF LAKE EMILY, 75 FEET
 RL0305'EAST AND ACROSS THE TRACK FROM THE CENTER OF THE JUNCTION OF A
 RL0305'DRIVE WEST TO A HOUSE ON LAKE, 1 FOOT WEST OF A WHITE WOODEN
 RL0305'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 RL0305'OF A CONCRETE POST PROJECTING 5 INCHES.
 RL0305
 RL0305                          STATION RECOVERY (2002)
 RL0305
 RL0305'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0305'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0910 ***********************************************************************
 RL0910  DESIGNATION -  L 63
 RL0910  PID         -  RL0910
 RL0910  STATE/COUNTY-  MI/GOGEBIC
 RL0910  USGS QUAD   -  PHELPS (1981)
 RL0910
 RL0910                         *CURRENT SURVEY CONTROL
 RL0910  ___________________________________________________________________
 RL0910* NAD 83(1986)-  46 17 56.     (N)    089 02 42.     (W)     SCALED    
 RL0910* NAVD 88     -       478.234  (meters)    1569.01   (feet)  ADJUSTED  
 RL0910  ___________________________________________________________________
 RL0910  GEOID HEIGHT-         -31.54  (meters)                     GEOID03
 RL0910  DYNAMIC HT  -         478.244 (meters)    1569.04  (feet)  COMP
 RL0910  MODELED GRAV-     980,620.4   (mgal)                       NAVD 88
 RL0910
 RL0910  VERT ORDER  -  SECOND    CLASS 0
 RL0910
 RL0910.The horizontal coordinates were scaled from a topographic map and have
 RL0910.an estimated accuracy of +/- 6 seconds.
 RL0910
 RL0910.The orthometric height was determined by differential leveling
 RL0910.and adjusted by the National Geodetic Survey in June 1991..
 RL0910
 RL0910.The geoid height was determined by GEOID03.
 RL0910
 RL0910.The dynamic height is computed by dividing the NAVD 88
 RL0910.geopotential number by the normal gravity value computed on the
 RL0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0910.degrees latitude (g = 980.6199 gals.).
 RL0910
 RL0910.The modeled gravity was interpolated from observed gravity values.
 RL0910
 RL0910;                    North         East    Units  Estimated Accuracy
 RL0910;SPC MI N     -   170,480.    7,842,480.      MT  (+/- 180 meters Scaled)
 RL0910
 RL0910                          SUPERSEDED SURVEY CONTROL
 RL0910
 RL0910  NGVD 29 (??/??/92)  478.253  (m)         1569.07   (f) ADJ UNCH    2 0
 RL0910
 RL0910.Superseded values are not recommended for survey control.
 RL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0910.See file dsdata.txt to determine how the superseded data were derived.
 RL0910
 RL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS425292(NAD 83)
 RL0910_MARKER: DB = BENCH MARK DISK
 RL0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0910_STAMPING: L 63 1934
 RL0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0910+STABILITY: SURFACE MOTION
 RL0910
 RL0910  HISTORY     - Date     Condition        Report By
 RL0910  HISTORY     - 1934     MONUMENTED       CGS
 RL0910  HISTORY     - 1948     GOOD             NGS
 RL0910  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0910
 RL0910                          STATION DESCRIPTION
 RL0910
 RL0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0910'7 MI E FROM WATERSMEET.
 RL0910'ABOUT 6.95 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN RAILWAY
 RL0910'FROM THE STATION AT WATERSMEET, ABOUT 0.25 MILE EAST OF A PUBLIC
 RL0910'NORTH-SOUTH GRAVEL ROAD CROSSING (TROUT CREEK ROAD), 46.5 FEET
 RL0910'NORTH AND ACROSS THE TRACK FROM MILE POST NO. 96 (ALSO POLE NO.
 RL0910'1163), 10 FEET NORTH OF THE NORTH RAIL, 239 FEET WEST OF THE
 RL0910'WEST END OF A LARGE ROCK OUTCROP IN A RAILROAD CUT, ABOUT 60
 RL0910'YARDS NORTH OF OLD U.S. HIGHWAY 2 PARALLELING THE TRACK, 2 FEET
 RL0910'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0910'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0910
 RL0910                          STATION RECOVERY (1988)
 RL0910
 RL0910'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0061 ***********************************************************************
 RL0061  DESIGNATION -  L 64
 RL0061  PID         -  RL0061
 RL0061  STATE/COUNTY-  MI/BARAGA
 RL0061  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0061
 RL0061                         *CURRENT SURVEY CONTROL
 RL0061  ___________________________________________________________________
 RL0061* NAD 83(1986)-  46 53 09.     (N)    088 28 53.     (W)     SCALED    
 RL0061* NAVD 88     -       197.501  (meters)     647.97   (feet)  ADJUSTED  
 RL0061  ___________________________________________________________________
 RL0061  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 RL0061  DYNAMIC HT  -         197.514 (meters)     648.01  (feet)  COMP
 RL0061  MODELED GRAV-     980,675.8   (mgal)                       NAVD 88
 RL0061
 RL0061  VERT ORDER  -  FIRST     CLASS II
 RL0061
 RL0061.The horizontal coordinates were scaled from a topographic map and have
 RL0061.an estimated accuracy of +/- 6 seconds.
 RL0061
 RL0061.The orthometric height was determined by differential leveling
 RL0061.and adjusted by the National Geodetic Survey in June 1991..
 RL0061
 RL0061.The geoid height was determined by GEOID03.
 RL0061
 RL0061.The dynamic height is computed by dividing the NAVD 88
 RL0061.geopotential number by the normal gravity value computed on the
 RL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0061.degrees latitude (g = 980.6199 gals.).
 RL0061
 RL0061.The modeled gravity was interpolated from observed gravity values.
 RL0061
 RL0061;                    North         East    Units  Estimated Accuracy
 RL0061;SPC MI N     -   234,740.    7,887,100.      MT  (+/- 180 meters Scaled)
 RL0061
 RL0061                          SUPERSEDED SURVEY CONTROL
 RL0061
 RL0061  NGVD 29 (??/??/92)  197.486  (m)          647.92   (f) ADJ UNCH    1 2
 RL0061
 RL0061.Superseded values are not recommended for survey control.
 RL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0061.See file dsdata.txt to determine how the superseded data were derived.
 RL0061
 RL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS871935(NAD 83)
 RL0061_MARKER: DB = BENCH MARK DISK
 RL0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0061_STAMPING: L 64 1934
 RL0061_MARK LOGO: CGS   
 RL0061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0061+STABILITY: SURFACE MOTION
 RL0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0061+SATELLITE: SATELLITE OBSERVATIONS - July 18, 1996
 RL0061
 RL0061  HISTORY     - Date     Condition        Report By
 RL0061  HISTORY     - 1934     MONUMENTED       CGS
 RL0061  HISTORY     - 1948     GOOD             NGS
 RL0061  HISTORY     - 19960718 GOOD             MIDT
 RL0061
 RL0061                          STATION DESCRIPTION
 RL0061
 RL0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0061'2.2 MI S FROM ARNHEIM.
 RL0061'ABOUT 2.2 MILES SOUTH ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0061'RAILWAY FROM THE ROAD CROSSING AT ARNHEIM, 539 FEET NORTH OF A
 RL0061'ROAD CROSSING, 140 FEET NORTHEAST AND ACROSS THE TRACK FROM
 RL0061'MILE POST 30, 65 FEET WEST OF THE CENTER LINE OF A GRAVEL ROAD
 RL0061'PARALLELING TRACK, 45 FEET EAST OF THE EAST RAIL OF TRACK, 57
 RL0061'FEET NORTH OF TELEPHONE POLE NO. 1178, 2 1/2 FEET WEST OF THE
 RL0061'FENCE LINE, 2 1/2 FEET BELOW THE TRACK, 2 FEET ABOVE THE GRAVEL
 RL0061'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0061'MARK MAY BE REACHED FROM THE SCHOOL AT KEWEENAW BAY BY GOING
 RL0061'ABOUT 1.5 MILES NORTH ALONG A GRAVEL ROAD.
 RL0061
 RL0061                          STATION RECOVERY (1996)
 RL0061
 RL0061'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0061'STATION IS LOCATED ABOUT 12.5 KM (7.75 MI) NORTH OF BARAGA ALONG US
 RL0061'HIGHWAY 41, AT THE JUNCTION OF US-41 AND OLD US-41, IN SECTION 22,
 RL0061'T-52-N, R-33-W.  TO REACH FROM THE JUNCTION OF US HIGHWAY 41 AND STATE
 RL0061'HIGHWAY M-38 AT BARAGA FOLLOW US-41 NORTH 12.435 KM (7.70 MI) TO A
 RL0061'INTERSECTION WITH A GRAVEL ROAD LEFT (SOUTHWEST) , TURN LEFT FOR 0.055
 RL0061'KM (0.05 MI) TO WHERE THE GRAVEL ROADS TURNS SOUTHWEST, TURN RIGHT
 RL0061'THRU DITCH ALONG GRASS ROAD (OLD US-41 GRADE) 0.069 KM (0.05 MI) TO
 RL0061'THE MARK ON THE LEFT.  STATION IS 20.7 M (67.9 FT) WEST OF THE GRASS
 RL0061'ROAD (OLD US-41) , 13.7 M (44.9 FT) EAST OF THE EAST RAIL OF THE
 RL0061'TRACK, 0.7 M (2.3 FT) WEST OF A OLD FENCE LINE, 0.35 M (1.15 FT) NORTH
 RL0061'OF A METAL WITNESS POST, ABOUT 0.8 BELOW THE RAILROAD GRADE AND 0.08 M
 RL0061'(0.26 FT) ABOVE THE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0016 ***********************************************************************
 SG0016  DESIGNATION -  L 65
 SG0016  PID         -  SG0016
 SG0016  STATE/COUNTY-  MI/HOUGHTON
 SG0016  USGS QUAD   -  LAURIUM (1975)
 SG0016
 SG0016                         *CURRENT SURVEY CONTROL
 SG0016  ___________________________________________________________________
 SG0016* NAD 83(1986)-  47 14 48.     (N)    088 27 28.     (W)     SCALED    
 SG0016* NAVD 88     -       368.354  (meters)    1208.51   (feet)  ADJUSTED  
 SG0016  ___________________________________________________________________
 SG0016  GEOID HEIGHT-         -34.13  (meters)                     GEOID03
 SG0016  DYNAMIC HT  -         368.404 (meters)    1208.67  (feet)  COMP
 SG0016  MODELED GRAV-     980,738.3   (mgal)                       NAVD 88
 SG0016
 SG0016  VERT ORDER  -  FIRST     CLASS II
 SG0016
 SG0016.The horizontal coordinates were scaled from a topographic map and have
 SG0016.an estimated accuracy of +/- 6 seconds.
 SG0016
 SG0016.The orthometric height was determined by differential leveling
 SG0016.and adjusted by the National Geodetic Survey in June 1991..
 SG0016
 SG0016.The geoid height was determined by GEOID03.
 SG0016
 SG0016.The dynamic height is computed by dividing the NAVD 88
 SG0016.geopotential number by the normal gravity value computed on the
 SG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0016.degrees latitude (g = 980.6199 gals.).
 SG0016
 SG0016.The modeled gravity was interpolated from observed gravity values.
 SG0016
 SG0016;                    North         East    Units  Estimated Accuracy
 SG0016;SPC MI N     -   274,820.    7,889,640.      MT  (+/- 180 meters Scaled)
 SG0016
 SG0016                          SUPERSEDED SURVEY CONTROL
 SG0016
 SG0016  NGVD 29 (??/??/92)  368.350  (m)         1208.49   (f) ADJ UNCH    1 2
 SG0016
 SG0016.Superseded values are not recommended for survey control.
 SG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0016.See file dsdata.txt to determine how the superseded data were derived.
 SG0016
 SG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT896336(NAD 83)
 SG0016_MARKER: DB = BENCH MARK DISK
 SG0016_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0016_SP_SET: BUILDING
 SG0016_STAMPING: L 65 1934
 SG0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0016+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1998
 SG0016
 SG0016  HISTORY     - Date     Condition        Report By
 SG0016  HISTORY     - 1934     MONUMENTED       CGS
 SG0016  HISTORY     - 1962     GOOD             NGS
 SG0016  HISTORY     - 19951014 GOOD             USPSQD
 SG0016  HISTORY     - 19981116 GOOD             MIDT
 SG0016
 SG0016                          STATION DESCRIPTION
 SG0016
 SG0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0016'AT CALUMET.
 SG0016'AT CALUMET, HOUGHTON COUNTY, IN THE BRICK WALL OF THE MINERAL
 SG0016'RANGE RAILROAD STATION, AT THE SOUTH SIDE OF THE ENTRANCE TO THE
 SG0016'WAITING ROOM, AND 3 FEET ABOVE THE PLATFORM.  A STANDARD DISK,
 SG0016'STAMPED L 65 1934 AND SET VERTICALLY.
 SG0016
 SG0016                          STATION RECOVERY (1962)
 SG0016
 SG0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0016'RECOVERED IN GOOD CONDITION.
 SG0016
 SG0016                          STATION RECOVERY (1995)
 SG0016
 SG0016'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0016'RECOVERED IN GOOD CONDITION.
 SG0016
 SG0016                          STATION RECOVERY (1998)
 SG0016
 SG0016'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 SG0016'CALUMET, AT THE INTERSECTION OF OAK ST AND 9TH ST. 1/2 BLOCK N AND 3
 SG0016'BLOCKS WEST OF THE POST OFFICE LOCATED ON 6TH ST.  THE BUILDING IS
 SG0016'WOOD FRAME AND BRICK VENEER CONSTRUCTION IN DETERIORATING CONDITION.
 SG0016'USE MARK WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0005 ***********************************************************************
 SG0005  DESIGNATION -  L 66
 SG0005  PID         -  SG0005
 SG0005  STATE/COUNTY-  MI/KEWEENAW
 SG0005  USGS QUAD   -  LAKE MEDORA (1975)
 SG0005
 SG0005                         *CURRENT SURVEY CONTROL
 SG0005  ___________________________________________________________________
 SG0005* NAD 83(1986)-  47 27 55.     (N)    087 52 31.     (W)     SCALED    
 SG0005* NAVD 88     -       192.444  (meters)     631.38   (feet)  ADJUSTED  
 SG0005  ___________________________________________________________________
 SG0005  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 SG0005  DYNAMIC HT  -         192.482 (meters)     631.50  (feet)  COMP
 SG0005  MODELED GRAV-     980,806.0   (mgal)                       NAVD 88
 SG0005
 SG0005  VERT ORDER  -  FIRST     CLASS II
 SG0005
 SG0005.The horizontal coordinates were scaled from a topographic map and have
 SG0005.an estimated accuracy of +/- 6 seconds.
 SG0005
 SG0005.The orthometric height was determined by differential leveling
 SG0005.and adjusted by the National Geodetic Survey in June 1991..
 SG0005
 SG0005.The geoid height was determined by GEOID03.
 SG0005
 SG0005.The dynamic height is computed by dividing the NAVD 88
 SG0005.geopotential number by the normal gravity value computed on the
 SG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0005.degrees latitude (g = 980.6199 gals.).
 SG0005
 SG0005.The modeled gravity was interpolated from observed gravity values.
 SG0005
 SG0005;                    North         East    Units  Estimated Accuracy
 SG0005;SPC MI N     -   298,470.    7,934,000.      MT  (+/- 180 meters Scaled)
 SG0005
 SG0005                          SUPERSEDED SURVEY CONTROL
 SG0005
 SG0005  NGVD 29 (??/??/92)  192.452  (m)          631.40   (f) ADJ UNCH    1 2
 SG0005
 SG0005.Superseded values are not recommended for survey control.
 SG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0005.See file dsdata.txt to determine how the superseded data were derived.
 SG0005
 SG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT340572(NAD 83)
 SG0005_MARKER: DB = BENCH MARK DISK
 SG0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0005_STAMPING: L 66 1934
 SG0005_MARK LOGO: CGS   
 SG0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 SG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0005+STABILITY: SURFACE MOTION
 SG0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0005+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 SG0005
 SG0005  HISTORY     - Date     Condition        Report By
 SG0005  HISTORY     - 1934     MONUMENTED       CGS
 SG0005  HISTORY     - 19960711 GOOD             NGS
 SG0005  HISTORY     - 20010913 GOOD             USPSQD
 SG0005  HISTORY     - 20060802 GOOD             GEOCAC
 SG0005
 SG0005                          STATION DESCRIPTION
 SG0005
 SG0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0005'AT COPPER HARBOR.
 SG0005'AT COPPER HARBOR, KEWEENAW COUNTY, ON U.S. HIGHWAY 41, 1/2 MILE
 SG0005'WEST OF FORT WILKINS, AND 50 FEET SOUTHEAST OF THE INTERSECTION
 SG0005'WITH LAKE FANNY HOOE ROAD.  A STANDARD DISK, STAMPED L 66 1934
 SG0005'AND SET IN THE TOP OF A CONCRETE POST.
 SG0005
 SG0005                          STATION RECOVERY (1996)
 SG0005
 SG0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 SG0005'1.2 KM (0.75 MI) EASTERLY ALONG U.S.  HIGHWAY 41 FROM THE JUNCTION OF
 SG0005'STATE HIGHWAY 26 IN COPPER HARBOR, 12.2 M (40.0 FT) EAST OF THE CENTER
 SG0005'OF A ROAD LEADING TO FANNY HOOE LAKE, 9.3 M (30.5 FT) SOUTH OF THE
 SG0005'HIGHWAY CENTERLINE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.2
 SG0005'M (0.7 FT) NORTH OF A WITNESS POST, AND THE MONUMENT PROJETCS 0.1 M
 SG0005'(0.3 FT) ABOVE THE GROUND SURFACE.
 SG0005
 SG0005                          STATION RECOVERY (2001)
 SG0005
 SG0005'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 SG0005'RECOVERED IN GOOD CONDITION.
 SG0005
 SG0005                          STATION RECOVERY (2006)
 SG0005
 SG0005'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 SG0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0318 ***********************************************************************
 QK0318  DESIGNATION -  L 77
 QK0318  PID         -  QK0318
 QK0318  STATE/COUNTY-  MI/ANTRIM
 QK0318  USGS QUAD   -  
 QK0318
 QK0318                         *CURRENT SURVEY CONTROL
 QK0318  ___________________________________________________________________
 QK0318* NAD 83(1986)-  45 04 15.     (N)    085 15 45.     (W)     SCALED    
 QK0318* NAVD 88     -       193.561  (meters)     635.04   (feet)  ADJUSTED  
 QK0318  ___________________________________________________________________
 QK0318  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 QK0318  DYNAMIC HT  -         193.555 (meters)     635.02  (feet)  COMP
 QK0318  MODELED GRAV-     980,580.7   (mgal)                       NAVD 88
 QK0318
 QK0318  VERT ORDER  -  SECOND    CLASS 0
 QK0318
 QK0318.The horizontal coordinates were scaled from a topographic map and have
 QK0318.an estimated accuracy of +/- 6 seconds.
 QK0318
 QK0318.The orthometric height was determined by differential leveling
 QK0318.and adjusted by the National Geodetic Survey in June 1991..
 QK0318
 QK0318.The geoid height was determined by GEOID03.
 QK0318
 QK0318.The dynamic height is computed by dividing the NAVD 88
 QK0318.geopotential number by the normal gravity value computed on the
 QK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0318.degrees latitude (g = 980.6199 gals.).
 QK0318
 QK0318.The modeled gravity was interpolated from observed gravity values.
 QK0318
 QK0318;                    North         East    Units  Estimated Accuracy
 QK0318;SPC MI C     -   195,310.    5,929,460.      MT  (+/- 180 meters Scaled)
 QK0318
 QK0318                          SUPERSEDED SURVEY CONTROL
 QK0318
 QK0318  NGVD 29 (??/??/92)  193.656  (m)          635.35   (f) ADJ UNCH    2 0
 QK0318
 QK0318.Superseded values are not recommended for survey control.
 QK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0318.See file dsdata.txt to determine how the superseded data were derived.
 QK0318
 QK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ367922(NAD 83)
 QK0318_MARKER: DB = BENCH MARK DISK
 QK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0318_STAMPING: L 77 1934
 QK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0318+STABILITY: SURFACE MOTION
 QK0318
 QK0318  HISTORY     - Date     Condition        Report By
 QK0318  HISTORY     - 1934     MONUMENTED       CGS
 QK0318  HISTORY     - 1943     GOOD             NGS
 QK0318  HISTORY     - 1981     POOR             USGS
 QK0318  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0318  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 QK0318  HISTORY     - 20040530 GOOD             USPSQD
 QK0318
 QK0318                          STATION DESCRIPTION
 QK0318
 QK0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QK0318'AT CENTRAL.
 QK0318'AT CENTRAL LAKE, ANTRIM COUNTY, ON THE CHESAPEAKE AND OHIO
 QK0318'RAILWAY, 9 RAILS SOUTH OF THE STATION, 23 YARDS SOUTHWEST OF
 QK0318'THE SOUTHWEST CORNER OF THE ARGO MILLING CO. PROPERTY, 10 YARDS
 QK0318'SOUTHEAST OF THE CENTER OF THE FIRST ROAD CROSSING SOUTH OF THE
 QK0318'STATION, 7 YARDS SOUTH OF THE CENTERLINE OF THE ROAD, 6-1/2
 QK0318'YARDS EAST OF THE EAST RAIL, 2-1/2 YARDS NORTH OF A POWERLINE
 QK0318'POLE, AND 2 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 QK0318'L 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 QK0318'INCHES ABOVE GROUND.
 QK0318
 QK0318                          STATION RECOVERY (1981)
 QK0318
 QK0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0318'MARK RECOVERED IN POOR CONDITION.
 QK0318
 QK0318                          STATION RECOVERY (1984)
 QK0318
 QK0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0318'NOT RECOVERED, PROBABLY TAKEN OUT BY ROAD CONSTRUCTION.
 QK0318
 QK0318                          STATION RECOVERY (1987)
 QK0318
 QK0318'RECOVERY NOTE BY US POWER SQUADRON 1987 (TDP)
 QK0318'MARK NOT FOUND.
 QK0318
 QK0318                          STATION RECOVERY (2004)
 QK0318
 QK0318'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0193 ***********************************************************************
 PL0193  DESIGNATION -  L 78
 PL0193  PID         -  PL0193
 PL0193  STATE/COUNTY-  MI/KALKASKA
 PL0193  USGS QUAD   -  SMITHVILLE (1985)
 PL0193
 PL0193                         *CURRENT SURVEY CONTROL
 PL0193  ___________________________________________________________________
 PL0193* NAD 83(1986)-  44 36 22.     (N)    085 10 31.     (W)     SCALED    
 PL0193* NAVD 88     -       347.885  (meters)    1141.35   (feet)  ADJUSTED  
 PL0193  ___________________________________________________________________
 PL0193  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 PL0193  DYNAMIC HT  -         347.850 (meters)    1141.24  (feet)  COMP
 PL0193  MODELED GRAV-     980,506.9   (mgal)                       NAVD 88
 PL0193
 PL0193  VERT ORDER  -  SECOND    CLASS 0
 PL0193
 PL0193.The horizontal coordinates were scaled from a topographic map and have
 PL0193.an estimated accuracy of +/- 6 seconds.
 PL0193
 PL0193.The orthometric height was determined by differential leveling
 PL0193.and adjusted by the National Geodetic Survey in June 1991..
 PL0193
 PL0193.The geoid height was determined by GEOID03.
 PL0193
 PL0193.The dynamic height is computed by dividing the NAVD 88
 PL0193.geopotential number by the normal gravity value computed on the
 PL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0193.degrees latitude (g = 980.6199 gals.).
 PL0193
 PL0193.The modeled gravity was interpolated from observed gravity values.
 PL0193
 PL0193;                    North         East    Units  Estimated Accuracy
 PL0193;SPC MI C     -   143,600.    5,935,810.      MT  (+/- 180 meters Scaled)
 PL0193
 PL0193                          SUPERSEDED SURVEY CONTROL
 PL0193
 PL0193  NGVD 29 (??/??/92)  347.977  (m)         1141.65   (f) ADJ UNCH    2 0
 PL0193
 PL0193.Superseded values are not recommended for survey control.
 PL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0193.See file dsdata.txt to determine how the superseded data were derived.
 PL0193
 PL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ447408(NAD 83)
 PL0193_MARKER: DB = BENCH MARK DISK
 PL0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0193_STAMPING: L 78 1934
 PL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0193+STABILITY: SURFACE MOTION
 PL0193
 PL0193  HISTORY     - Date     Condition        Report By
 PL0193  HISTORY     - 1934     MONUMENTED       CGS
 PL0193  HISTORY     - 1963     MARK NOT FOUND   LOCENG
 PL0193  HISTORY     - 19920908 MARK NOT FOUND   USPSQD
 PL0193
 PL0193                          STATION DESCRIPTION
 PL0193
 PL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0193'8.6 MI S FROM KALKASKA.
 PL0193'8.6 MILES SOUTH ALONG STATE HIGHWAY 66 FROM KALKASKA, KALKASKA
 PL0193'COUNTY, 2.4 MILES SOUTH OF LODI, 23 YARDS SOUTHWEST OF THE OLD
 PL0193'CONCRETE FOUNDATION OF THE FORMER MANISTEE AND NORTHEASTERN
 PL0193'RAILWAY STATION AT MC GEE, 45 YARDS SOUTHWEST OF AN OLD TIN
 PL0193'STORAGE HOUSE, 6 YARDS SOUTH OF THE CENTERLINE OF THE OLD
 PL0193'RAILWAY ROADBED, 10 YARDS EAST OF THE CENTERLINE OF THE HIGHWAY,
 PL0193'AND 1 YARD EAST OF A FENCE.  A STANDARD DISK, STAMPED L 78 1934
 PL0193'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 PL0193'GROUND.
 PL0193
 PL0193                          STATION RECOVERY (1963)
 PL0193
 PL0193'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 PL0193'MARK NOT FOUND.
 PL0193
 PL0193                          STATION RECOVERY (1992)
 PL0193
 PL0193'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0033 ***********************************************************************
 QJ0033  DESIGNATION -  L 80
 QJ0033  PID         -  QJ0033
 QJ0033  STATE/COUNTY-  MI/ALPENA
 QJ0033  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0033
 QJ0033                         *CURRENT SURVEY CONTROL
 QJ0033  ___________________________________________________________________
 QJ0033* NAD 83(1986)-  45 03 01.     (N)    083 33 44.     (W)     SCALED    
 QJ0033* NAVD 88     -       207.601  (meters)     681.10   (feet)  ADJUSTED  
 QJ0033  ___________________________________________________________________
 QJ0033  GEOID HEIGHT-         -36.34  (meters)                     GEOID03
 QJ0033  DYNAMIC HT  -         207.585 (meters)     681.05  (feet)  COMP
 QJ0033  MODELED GRAV-     980,536.5   (mgal)                       NAVD 88
 QJ0033
 QJ0033  VERT ORDER  -  SECOND    CLASS 0
 QJ0033
 QJ0033.The horizontal coordinates were scaled from a topographic map and have
 QJ0033.an estimated accuracy of +/- 6 seconds.
 QJ0033
 QJ0033.The orthometric height was determined by differential leveling
 QJ0033.and adjusted by the National Geodetic Survey in June 1991..
 QJ0033
 QJ0033.The geoid height was determined by GEOID03.
 QJ0033
 QJ0033.The dynamic height is computed by dividing the NAVD 88
 QJ0033.geopotential number by the normal gravity value computed on the
 QJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0033.degrees latitude (g = 980.6199 gals.).
 QJ0033
 QJ0033.The modeled gravity was interpolated from observed gravity values.
 QJ0033
 QJ0033;                    North         East    Units  Estimated Accuracy
 QJ0033;SPC MI C     -   192,950.    6,063,370.      MT  (+/- 180 meters Scaled)
 QJ0033
 QJ0033                          SUPERSEDED SURVEY CONTROL
 QJ0033
 QJ0033  NGVD 29 (??/??/92)  207.755  (m)          681.61   (f) ADJ UNCH    2 0
 QJ0033
 QJ0033.Superseded values are not recommended for survey control.
 QJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0033.See file dsdata.txt to determine how the superseded data were derived.
 QJ0033
 QJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK982917(NAD 83)
 QJ0033_MARKER: DB = BENCH MARK DISK
 QJ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0033_STAMPING: L 80 1934
 QJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0033+STABILITY: SURFACE MOTION
 QJ0033
 QJ0033  HISTORY     - Date     Condition        Report By
 QJ0033  HISTORY     - 1934     MONUMENTED       CGS
 QJ0033  HISTORY     - 1943     GOOD             NGS
 QJ0033  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0033
 QJ0033                          STATION DESCRIPTION
 QJ0033
 QJ0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 QJ0033'9 MI W FROM ALPENA.
 QJ0033'9.0 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QJ0033'STATION AT ALPENA, ALPENA COUNTY, AT A ROAD CROSSING, 42 FEET
 QJ0033'EAST OF THE CENTERLINE OF THE DIRT ROAD, AND 20 FEET SOUTH OF
 QJ0033'THE CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED L
 QJ0033'80 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS
 QJ0033'REPORTED IN MAY 1943 THAT THE CEMENT OF THE POST IS BROKEN OFF.
 QJ0033
 QJ0033                          STATION RECOVERY (1999)
 QJ0033
 QJ0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0068 ***********************************************************************
 PL0068  DESIGNATION -  L 81 RESET
 PL0068  PID         -  PL0068
 PL0068  STATE/COUNTY-  MI/OGEMAW
 PL0068  USGS QUAD   -  SELKIRK (1965)
 PL0068
 PL0068                         *CURRENT SURVEY CONTROL
 PL0068  ___________________________________________________________________
 PL0068* NAD 83(1986)-  44 22 29.     (N)    084 06 57.     (W)     SCALED    
 PL0068* NAVD 88     -       281.98   (+/-2cm)     925.1    (feet)  VERTCON   
 PL0068  ___________________________________________________________________
 PL0068  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 PL0068
 PL0068  VERT ORDER  -  THIRD (See Below)
 PL0068
 PL0068.The horizontal coordinates were scaled from a topographic map and have
 PL0068.an estimated accuracy of +/- 6 seconds.
 PL0068
 PL0068.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0068.The vertical order pertains to the NGVD 29 superseded value.
 PL0068
 PL0068.The geoid height was determined by GEOID03.
 PL0068
 PL0068;                    North         East    Units  Estimated Accuracy
 PL0068;SPC MI C     -   117,600.    6,019,990.      MT  (+/- 180 meters Scaled)
 PL0068
 PL0068                          SUPERSEDED SURVEY CONTROL
 PL0068
 PL0068  NGVD 29 (03/27/06)  282.12   (m)          925.6    (f) RESET       3  
 PL0068
 PL0068.Superseded values are not recommended for survey control.
 PL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0068.See file dsdata.txt to determine how the superseded data were derived.
 PL0068
 PL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ297175(NAD 83)
 PL0068_MARKER: DB = BENCH MARK DISK
 PL0068_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 PL0068_SP_SET: BRIDGE HEADWALL
 PL0068_STAMPING: L 81 RESET 1970
 PL0068_MARK LOGO: CGS   
 PL0068_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0068
 PL0068  HISTORY     - Date     Condition        Report By
 PL0068  HISTORY     - 1970     MONUMENTED       MIDH
 PL0068  HISTORY     - 19941129 GOOD             LOCENG
 PL0068
 PL0068                          STATION DESCRIPTION
 PL0068
 PL0068'DESCRIBED BY MI DEPT OF HIGHWAYS 1970
 PL0068'3.4 MI S FROM ROSE CITY.
 PL0068'3.4 MILES SOUTH ALONG STATE HIGHWAY M-33 FROM POST OFFICE AT
 PL0068'ROSE CITY, OGEMAW COUNTY, AT THE CONCRETE BRIDGE OVER PRIOR
 PL0068'CREEK IN THE TOP OF THE NORTH END OF WEST HEADWALL 24 FEET WEST
 PL0068'OF THE CENTERLINE OF M-33, AND 1 FOOT LOWER THAN THE HIGHWAY.
 PL0068'A STANDARD DISK STAMPED L 81 RESET 1970.
 PL0068
 PL0068                          STATION RECOVERY (1994)
 PL0068
 PL0068'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994
 PL0068'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0018 ***********************************************************************
 PK0018  DESIGNATION -  L 82
 PK0018  PID         -  PK0018
 PK0018  STATE/COUNTY-  MI/ALCONA
 PK0018  USGS QUAD   -  LINCOLN (1989)
 PK0018
 PK0018                         *CURRENT SURVEY CONTROL
 PK0018  ___________________________________________________________________
 PK0018* NAD 83(1986)-  44 39 20.     (N)    083 25 22.     (W)     SCALED    
 PK0018* NAVD 88     -       217.442  (meters)     713.39   (feet)  ADJUSTED  
 PK0018  ___________________________________________________________________
 PK0018  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 PK0018  DYNAMIC HT  -         217.418 (meters)     713.31  (feet)  COMP
 PK0018  MODELED GRAV-     980,503.0   (mgal)                       NAVD 88
 PK0018
 PK0018  VERT ORDER  -  SECOND    CLASS 0
 PK0018
 PK0018.The horizontal coordinates were scaled from a topographic map and have
 PK0018.an estimated accuracy of +/- 6 seconds.
 PK0018
 PK0018.The orthometric height was determined by differential leveling
 PK0018.and adjusted by the National Geodetic Survey in June 1991..
 PK0018
 PK0018.The geoid height was determined by GEOID03.
 PK0018
 PK0018.The dynamic height is computed by dividing the NAVD 88
 PK0018.geopotential number by the normal gravity value computed on the
 PK0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0018.degrees latitude (g = 980.6199 gals.).
 PK0018
 PK0018.The modeled gravity was interpolated from observed gravity values.
 PK0018
 PK0018;                    North         East    Units  Estimated Accuracy
 PK0018;SPC MI C     -   149,210.    6,074,860.      MT  (+/- 180 meters Scaled)
 PK0018
 PK0018                          SUPERSEDED SURVEY CONTROL
 PK0018
 PK0018  NGVD 29 (??/??/92)  217.628  (m)          714.00   (f) ADJ UNCH    2 0
 PK0018
 PK0018.Superseded values are not recommended for survey control.
 PK0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0018.See file dsdata.txt to determine how the superseded data were derived.
 PK0018
 PK0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK079475(NAD 83)
 PK0018_MARKER: DB = BENCH MARK DISK
 PK0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0018_STAMPING: L 82 1934
 PK0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0018+STABILITY: SURFACE MOTION
 PK0018
 PK0018  HISTORY     - Date     Condition        Report By
 PK0018  HISTORY     - 1934     MONUMENTED       CGS
 PK0018  HISTORY     - 1955     POOR             NGS
 PK0018  HISTORY     - 19960511 MARK NOT FOUND   USPSQD
 PK0018
 PK0018                          STATION DESCRIPTION
 PK0018
 PK0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PK0018'6.5 MI W FROM HARRISVILLE.
 PK0018'6.5 MILES WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0018'HARRISVILLE, ALCONA COUNTY, AT THE CROSSING OF U.S. HIGHWAY 23,
 PK0018'73 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 72, 52 FEET
 PK0018'EAST OF THE CENTERLINE OF U.S. HIGHWAY 23, AND ABOUT LEVEL
 PK0018'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED L 82 1934 AND SET
 PK0018'IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY DISTURBED BY
 PK0018'FROST.
 PK0018
 PK0018                          STATION RECOVERY (1996)
 PK0018
 PK0018'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0007 ***********************************************************************
 PL0007  DESIGNATION -  L 83
 PL0007  PID         -  PL0007
 PL0007  STATE/COUNTY-  MI/OSCODA
 PL0007  USGS QUAD   -  LUZERNE (1963)
 PL0007
 PL0007                         *CURRENT SURVEY CONTROL
 PL0007  ___________________________________________________________________
 PL0007* NAD 83(1986)-  44 35 36.     (N)    084 19 23.     (W)     SCALED    
 PL0007* NAVD 88     -       340.040  (meters)    1115.61   (feet)  ADJUSTED  
 PL0007  ___________________________________________________________________
 PL0007  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 PL0007  DYNAMIC HT  -         339.994 (meters)    1115.46  (feet)  COMP
 PL0007  MODELED GRAV-     980,470.9   (mgal)                       NAVD 88
 PL0007
 PL0007  VERT ORDER  -  SECOND    CLASS 0
 PL0007
 PL0007.The horizontal coordinates were scaled from a topographic map and have
 PL0007.an estimated accuracy of +/- 6 seconds.
 PL0007
 PL0007.The orthometric height was determined by differential leveling
 PL0007.and adjusted by the National Geodetic Survey in June 1991..
 PL0007
 PL0007.The geoid height was determined by GEOID03.
 PL0007
 PL0007.The dynamic height is computed by dividing the NAVD 88
 PL0007.geopotential number by the normal gravity value computed on the
 PL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0007.degrees latitude (g = 980.6199 gals.).
 PL0007
 PL0007.The modeled gravity was interpolated from observed gravity values.
 PL0007
 PL0007;                    North         East    Units  Estimated Accuracy
 PL0007;SPC MI C     -   141,870.    6,003,460.      MT  (+/- 180 meters Scaled)
 PL0007
 PL0007                          SUPERSEDED SURVEY CONTROL
 PL0007
 PL0007  NGVD 29 (??/??/92)  340.160  (m)         1116.01   (f) ADJ UNCH    2 0
 PL0007
 PL0007.Superseded values are not recommended for survey control.
 PL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0007.See file dsdata.txt to determine how the superseded data were derived.
 PL0007
 PL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ124412(NAD 83)
 PL0007_MARKER: DB = BENCH MARK DISK
 PL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0007_STAMPING: L 83 1934
 PL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0007+STABILITY: SURFACE MOTION
 PL0007
 PL0007  HISTORY     - Date     Condition        Report By
 PL0007  HISTORY     - 1934     MONUMENTED       CGS
 PL0007  HISTORY     - 1959     MARK NOT FOUND   NGS
 PL0007  HISTORY     - 20011203 MARK NOT FOUND   NGS
 PL0007
 PL0007                          STATION DESCRIPTION
 PL0007
 PL0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 PL0007'3.5 MI SW FROM LUZERNE.
 PL0007'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PL0007'LUZERNE, OSCODA COUNTY, INSIDE A SHARP CURVE, 150 YARDS WEST OF
 PL0007'A BRIDGE OVER WEST BRANCH BIG CREEK, AT THE CROSSING OF A ROW OF
 PL0007'POLES, 33 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 12.2 FEET
 PL0007'WEST OF A POLE, 9 FEET NORTH OF A 4-PRONGED OAK TREE, AND 2 FEET
 PL0007'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED L 83 1934
 PL0007'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK MAY BE
 PL0007'DESTROYED AS THE DISTANCES FALL IN THE DITCH.
 PL0007
 PL0007                          STATION RECOVERY (2001)
 PL0007
 PL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0007'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0224 ***********************************************************************
 OK0224  CBN         -  This is a Cooperative Base Network Control Station.
 OK0224  DESIGNATION -  L 84
 OK0224  PID         -  OK0224
 OK0224  STATE/COUNTY-  MI/ISABELLA
 OK0224  USGS QUAD   -  ROSEBUSH (1973)
 OK0224
 OK0224                         *CURRENT SURVEY CONTROL
 OK0224  ___________________________________________________________________
 OK0224* NAD 83(1994)-  43 44 56.78365(N)    084 46 38.81591(W)     ADJUSTED  
 OK0224* NAVD 88     -       251.922  (meters)     826.51   (feet)  ADJUSTED  
 OK0224  ___________________________________________________________________
 OK0224  X           -     420,074.185 (meters)                     COMP
 OK0224  Y           -  -4,595,796.769 (meters)                     COMP
 OK0224  Z           -   4,388,147.581 (meters)                     COMP
 OK0224  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 OK0224  ELLIP HEIGHT-         218.56  (meters)          (07/12/02) GPS OBS
 OK0224  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 OK0224  DYNAMIC HT  -         251.876 (meters)     826.36  (feet)  COMP
 OK0224  MODELED GRAV-     980,427.6   (mgal)                       NAVD 88
 OK0224  OBS GRAVITY -     980,426.4   (mgal)                       GRAV_OBS
 OK0224
 OK0224  HORZ ORDER  -  B
 OK0224  VERT ORDER  -  SECOND    CLASS 0
 OK0224  ELLP ORDER  -  FOURTH    CLASS II
 OK0224
 OK0224.The horizontal coordinates were established by GPS observations
 OK0224.and adjusted by the National Geodetic Survey in September 1995..
 OK0224
 OK0224.The orthometric height was determined by differential leveling
 OK0224.and adjusted by the National Geodetic Survey in June 1991..
 OK0224.WARNING-GPS observations at this control monument resulted in a GPS
 OK0224.derived orthometric height which differed from the leveled height by
 OK0224.more than one decimeter (0.1 meter).
 OK0224
 OK0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0224
 OK0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0224
 OK0224.The ellipsoidal height was determined by GPS observations
 OK0224.and is referenced to NAD 83.
 OK0224
 OK0224.The geoid height was determined by GEOID03.
 OK0224
 OK0224.The dynamic height is computed by dividing the NAVD 88
 OK0224.geopotential number by the normal gravity value computed on the
 OK0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0224.degrees latitude (g = 980.6199 gals.).
 OK0224
 OK0224.The modeled gravity was interpolated from observed gravity values.
 OK0224.The observed gravity was obtained from relative gravimeter ties
 OK0224.to the IGSN71 gravity network.
 OK0224
 OK0224;                    North         East     Units Scale Factor Converg.
 OK0224;SPC MI S     -   249,918.922 3,966,913.648   MT  1.00002073   -0 16 46.4
 OK0224;SPC MI S     -   819,943.97 13,014,808.56   iFT  1.00002073   -0 16 46.4
 OK0224;UTM  16      - 4,846,407.861   678,942.263   MT  0.99999386   +1 32 14.3
 OK0224
 OK0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0224!SPC MI S     -   0.99996573  x   1.00002073  =   0.99998646
 OK0224!UTM  16      -   0.99996573  x   0.99999386  =   0.99995959
 OK0224
 OK0224                          SUPERSEDED SURVEY CONTROL
 OK0224
 OK0224  ELLIP H (09/20/95)  218.59   (m)                       GP(       ) 1 2
 OK0224  NGVD 29 (??/??/92)  252.068  (m)          826.99   (f) ADJ UNCH    2 0
 OK0224
 OK0224.Superseded values are not recommended for survey control.
 OK0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0224.See file dsdata.txt to determine how the superseded data were derived.
 OK0224
 OK0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7894246408(NAD 83)
 OK0224_MARKER: DB = BENCH MARK DISK
 OK0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0224_STAMPING: L 84 1934
 OK0224_MARK LOGO: CGS   
 OK0224_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0224+STABILITY: SURFACE MOTION
 OK0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0224+SATELLITE: SATELLITE OBSERVATIONS - August 04, 1994
 OK0224
 OK0224  HISTORY     - Date     Condition        Report By
 OK0224  HISTORY     - 1934     MONUMENTED       CGS
 OK0224  HISTORY     - 1976     GOOD             NGS
 OK0224  HISTORY     - 19920911 GOOD             USPSQD
 OK0224  HISTORY     - 19940804 GOOD             NGS
 OK0224  HISTORY     - 20010605 GOOD             USPSQD
 OK0224
 OK0224                          STATION DESCRIPTION
 OK0224
 OK0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0224'3.5 MI N FROM ROSEBUSH.
 OK0224'3.5 MILES NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 OK0224'AT ROSEBUSH, ISABELLA COUNTY, 100 YARDS SOUTH OF MILEPOST 174,
 OK0224'45 YARDS SOUTH OF THE CENTER OF A ROAD CROSSING, 24.3 FEET EAST
 OK0224'OF THE EAST RAIL, AND 1 FOOT HIGHER THAN THE TOP OF RAIL.  A
 OK0224'STANDARD DISK, STAMPED L 84 1934 AND SET IN THE TOP OF A CONCRETE
 OK0224'POST.
 OK0224
 OK0224                          STATION RECOVERY (1976)
 OK0224
 OK0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OK0224'MARK WAS RECOVERED 45 YARDS SOUTH OF THE CROSSING OF DOHERTY ROAD AND
 OK0224'THE ANN ARBOR RAILROAD 24.3 FEET EAST OF THE EAST RAIL. A WITNESS
 OK0224'POST AND SIGN WAS SET 1 FOOT SOUTH AND A ROD DRIVEN BY THE MARK.
 OK0224
 OK0224                          STATION RECOVERY (1992)
 OK0224
 OK0224'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0224'RECOVERED IN GOOD CONDITION.
 OK0224
 OK0224                          STATION RECOVERY (1994)
 OK0224
 OK0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0224'STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH OF CLARE, 6 KM (3.70 MI)
 OK0224'NORTH OF ROSEBUSH, NEAR THE CENTER OF SECTION 27, T16N, R4W, VERNON
 OK0224'TOWNSHIP.  OWNERSHIP--ANN ARBOR RAILROAD.  TO REACH FROM THE OVERPASS
 OK0224'AT THE JUNCTION OF U.S.  HIGHWAY 27 AND ROSEBUSH ROAD (ABOUT 15 KM
 OK0224'(9.30 MI) SOUTH OF CLARE) , GO WEST ON ROSEBUSH ROAD FOR 0.70 KM (0.45
 OK0224'MI) TO A CROSSROAD IN ROSEBUSH.  TURN RIGHT, NORTH, ON MISSION ROAD
 OK0224'FOR 3.27 KM (2.05 MI) TO VERNON ROAD.  CONTINUE NORTH FOR 2.39 KM
 OK0224'(1.50 MI) TO A GRADED ROAD LEFT.  TURN LEFT, WEST, ON DOHERTY ROAD FOR
 OK0224'0.79 KM (0.50 MI) TO A RAILROAD TRACK AND THE STATION ON THE LEFT.
 OK0224'STATION PROJECTS 20 CM ABOVE GROUND IN LIGHT BRUSH.  LOCATED 44.4 M
 OK0224'(145.7 FT) SOUTH OF THE ROAD CENTER, 7.4 M (24.3 FT) EAST OF AND 1.0
 OK0224'FT (0.3 M) HIGHER THAN THE EAST RAIL, AND 0.4 M (1.3 FT) NORTH OF A
 OK0224'METAL WITNESS POST.
 OK0224
 OK0224                          STATION RECOVERY (2001)
 OK0224
 OK0224'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0189 ***********************************************************************
 OK0189  DESIGNATION -  L 85
 OK0189  PID         -  OK0189
 OK0189  STATE/COUNTY-  MI/GRATIOT
 OK0189  USGS QUAD   -  ST LOUIS (1973)
 OK0189
 OK0189                         *CURRENT SURVEY CONTROL
 OK0189  ___________________________________________________________________
 OK0189* NAD 83(1986)-  43 24 18.     (N)    084 36 25.     (W)     SCALED    
 OK0189* NAVD 88     -       226.446  (meters)     742.93   (feet)  ADJUSTED  
 OK0189  ___________________________________________________________________
 OK0189  GEOID HEIGHT-         -33.02  (meters)                     GEOID03
 OK0189  DYNAMIC HT  -         226.403 (meters)     742.79  (feet)  COMP
 OK0189  MODELED GRAV-     980,424.1   (mgal)                       NAVD 88
 OK0189
 OK0189  VERT ORDER  -  SECOND    CLASS 0
 OK0189
 OK0189.The horizontal coordinates were scaled from a topographic map and have
 OK0189.an estimated accuracy of +/- 6 seconds.
 OK0189
 OK0189.The orthometric height was determined by differential leveling
 OK0189.and adjusted by the National Geodetic Survey in June 1991..
 OK0189
 OK0189.The geoid height was determined by GEOID03.
 OK0189
 OK0189.The dynamic height is computed by dividing the NAVD 88
 OK0189.geopotential number by the normal gravity value computed on the
 OK0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0189.degrees latitude (g = 980.6199 gals.).
 OK0189
 OK0189.The modeled gravity was interpolated from observed gravity values.
 OK0189
 OK0189;                    North         East    Units  Estimated Accuracy
 OK0189;SPC MI S     -   211,640.    3,980,540.      MT  (+/- 180 meters Scaled)
 OK0189
 OK0189                          SUPERSEDED SURVEY CONTROL
 OK0189
 OK0189  NGVD 29 (??/??/92)  226.605  (m)          743.45   (f) ADJ UNCH    2 0
 OK0189
 OK0189.Superseded values are not recommended for survey control.
 OK0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0189.See file dsdata.txt to determine how the superseded data were derived.
 OK0189
 OK0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP937085(NAD 83)
 OK0189_MARKER: DB = BENCH MARK DISK
 OK0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0189_STAMPING: L 85 1934
 OK0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0189+STABILITY: SURFACE MOTION
 OK0189
 OK0189  HISTORY     - Date     Condition        Report By
 OK0189  HISTORY     - 1934     MONUMENTED       CGS
 OK0189  HISTORY     - 1956     POOR             NGS
 OK0189  HISTORY     - 19920524 MARK NOT FOUND   USPSQD
 OK0189  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0189
 OK0189                          STATION DESCRIPTION
 OK0189
 OK0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OK0189'AT ST LOUIS.
 OK0189'AT ST. LOUIS, 29 YARDS EAST OF THE EAST END OF THE C AND O RY.
 OK0189'STATION, 25 YARDS WEST OF THE CENTERLINE OF FRANKLIN STREET,
 OK0189'13 YARDS SOUTH OF THE CENTERLINE OF A DIRT ROAD, 6 YARDS NORTH
 OK0189'OF THE NORTH RAIL, AND 1 FOOT HIGHER THAN THE RAIL.  A STANDARD
 OK0189'DISK, STAMPED L 85 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0189'NOTE-- THE BENCH MARK HAS BEEN RUN OVER BY A VEHICLE AND IS
 OK0189'LEANING AT A 95 DEG WITH THE HORIZONTAL.  CONCRETE IS GOOD AND
 OK0189'IT COULD BE RESET.
 OK0189
 OK0189                          STATION RECOVERY (1992)
 OK0189
 OK0189'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0189'MARK NOT FOUND.
 OK0189
 OK0189                          STATION RECOVERY (2001)
 OK0189
 OK0189'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0287 ***********************************************************************
 PL0287  DESIGNATION -  L 87
 PL0287  PID         -  PL0287
 PL0287  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0287  USGS QUAD   -  
 PL0287
 PL0287                         *CURRENT SURVEY CONTROL
 PL0287  ___________________________________________________________________
 PL0287* NAD 83(1986)-  44 46 31.     (N)    085 38 32.     (W)     SCALED    
 PL0287* NAVD 88     -       179.134  (meters)     587.71   (feet)  ADJUSTED  
 PL0287  ___________________________________________________________________
 PL0287  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 PL0287  DYNAMIC HT  -         179.120 (meters)     587.66  (feet)  COMP
 PL0287  MODELED GRAV-     980,536.1   (mgal)                       NAVD 88
 PL0287
 PL0287  VERT ORDER  -  SECOND    CLASS 0
 PL0287
 PL0287.The horizontal coordinates were scaled from a topographic map and have
 PL0287.an estimated accuracy of +/- 6 seconds.
 PL0287
 PL0287.The orthometric height was determined by differential leveling
 PL0287.and adjusted by the National Geodetic Survey in June 1991..
 PL0287
 PL0287.The geoid height was determined by GEOID03.
 PL0287
 PL0287.The dynamic height is computed by dividing the NAVD 88
 PL0287.geopotential number by the normal gravity value computed on the
 PL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0287.degrees latitude (g = 980.6199 gals.).
 PL0287
 PL0287.The modeled gravity was interpolated from observed gravity values.
 PL0287
 PL0287;                    North         East    Units  Estimated Accuracy
 PL0287;SPC MI C     -   162,880.    5,899,050.      MT  (+/- 180 meters Scaled)
 PL0287
 PL0287                          SUPERSEDED SURVEY CONTROL
 PL0287
 PL0287  NGVD 29 (??/??/92)  179.249  (m)          588.09   (f) ADJ UNCH    2 0
 PL0287
 PL0287.Superseded values are not recommended for survey control.
 PL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0287.See file dsdata.txt to determine how the superseded data were derived.
 PL0287
 PL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ074588(NAD 83)
 PL0287_MARKER: DB = BENCH MARK DISK
 PL0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0287_STAMPING: L 87 1934
 PL0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0287+STABILITY: SURFACE MOTION
 PL0287
 PL0287  HISTORY     - Date     Condition        Report By
 PL0287  HISTORY     - 1934     MONUMENTED       CGS
 PL0287  HISTORY     - 1955     MARK NOT FOUND   NGS
 PL0287  HISTORY     - 1972     GOOD             USGS
 PL0287  HISTORY     - 1979     GOOD             USGS
 PL0287  HISTORY     - 1984     MARK NOT FOUND   NGS
 PL0287  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 PL0287  HISTORY     - 20020929 MARK NOT FOUND   USPSQD
 PL0287
 PL0287                          STATION DESCRIPTION
 PL0287
 PL0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 PL0287'AT TRAVRSE CITY.
 PL0287'AT THE NORTH EDGE OF TRAVERSE CITY, ON THE MANISTEE AND
 PL0287'NORTHEASTERN RWY., 35 YARDS NORTH OF THE CITY LIMITS, AT THE
 PL0287'LEELANAU-GRAND TRAVERSE COUNTY LINE, AT THE JUNCTION OF COUNTY
 PL0287'HIGHWAY 612 AND STATE HIGHWAY 22, 2 RAILS SOUTH OF THE
 PL0287'CROSSING OF STATE HIGHWAY 22, 3 YARDS WEST OF THE WEST RAIL, AND
 PL0287'4 YARDS EAST OF THE EAST EDGE OF THE HIGHWAY.  A STANDARD DISK,
 PL0287'STAMPED L 87 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 PL0287'6 INCHES ABOVE GROUND.
 PL0287
 PL0287                          STATION RECOVERY (1972)
 PL0287
 PL0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 PL0287'RECOVERED IN GOOD CONDITION.
 PL0287
 PL0287                          STATION RECOVERY (1979)
 PL0287
 PL0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0287'TRAVERSE CITY, AT JCT. OF ST. HWYS 22 AND 72, IN NE 1/4 OF SEC. 4,
 PL0287'T-27-N, R-11-E, 16.28 M. NORTH AND 3.81 M. WEST OF T-STREET SOUTH
 PL0287'(ST. HWY. 72 AND BAY STREET). AT THE MOST EASTERLY OF TWO DRIVEWAY
 PL0287'ENTRANCES INTO THE TOMS FOOD CENTER PARKING LOT. 0.79 M. SOUTH OF A
 PL0287'POWER POLE, 3.96 M EAST OF A FIREPLUG. 20.27 M. WEST OF LEELANAU
 PL0287'TRANSIT COMPANY RR TRACKS, 0.03 M. BELOW GROUND, A STD. NGS TABLET
 PL0287'SET IN A CONC. POST AND STAMPED L 87 1934.
 PL0287
 PL0287                          STATION RECOVERY (1984)
 PL0287
 PL0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 PL0287'NOT RECOVERED, PROBABLY GRADED OUT BY ROAD CONSTRUCTION.
 PL0287
 PL0287                          STATION RECOVERY (1999)
 PL0287
 PL0287'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0287'MARK NOT FOUND.
 PL0287
 PL0287                          STATION RECOVERY (2002)
 PL0287
 PL0287'RECOVERY NOTE BY US POWER SQUADRON 2002 (KM)
 PL0287'APPEARS TO BE GRADED OUT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0300 ***********************************************************************
 PL0300  CBN         -  This is a Cooperative Base Network Control Station.
 PL0300  DESIGNATION -  L 88
 PL0300  PID         -  PL0300
 PL0300  STATE/COUNTY-  MI/LEELANAU
 PL0300  USGS QUAD   -  
 PL0300
 PL0300                         *CURRENT SURVEY CONTROL
 PL0300  ___________________________________________________________________
 PL0300* NAD 83(1994)-  44 56 15.84330(N)    085 56 11.20970(W)     ADJUSTED  
 PL0300* NAVD 88     -       187.956  (meters)     616.65   (feet)  ADJUSTED  
 PL0300  ___________________________________________________________________
 PL0300  X           -     320,483.925 (meters)                     COMP
 PL0300  Y           -  -4,511,219.393 (meters)                     COMP
 PL0300  Z           -   4,482,560.313 (meters)                     COMP
 PL0300  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 PL0300  ELLIP HEIGHT-         152.20  (meters)          (06/11/02) GPS OBS
 PL0300  GEOID HEIGHT-         -35.74  (meters)                     GEOID03
 PL0300  DYNAMIC HT  -         187.941 (meters)     616.60  (feet)  COMP
 PL0300  MODELED GRAV-     980,532.3   (mgal)                       NAVD 88
 PL0300  OBS GRAVITY -     980,531.3   (mgal)                       GRAV_OBS
 PL0300
 PL0300  HORZ ORDER  -  B
 PL0300  VERT ORDER  -  SECOND    CLASS 0
 PL0300  ELLP ORDER  -  FOURTH    CLASS I
 PL0300
 PL0300.The horizontal coordinates were established by GPS observations
 PL0300.and adjusted by the National Geodetic Survey in September 1995..
 PL0300
 PL0300.The orthometric height was determined by differential leveling
 PL0300.and adjusted by the National Geodetic Survey in June 1991..
 PL0300
 PL0300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0300
 PL0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0300
 PL0300.The ellipsoidal height was determined by GPS observations
 PL0300.and is referenced to NAD 83.
 PL0300
 PL0300.The geoid height was determined by GEOID03.
 PL0300
 PL0300.The dynamic height is computed by dividing the NAVD 88
 PL0300.geopotential number by the normal gravity value computed on the
 PL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0300.degrees latitude (g = 980.6199 gals.).
 PL0300
 PL0300.The modeled gravity was interpolated from observed gravity values.
 PL0300.The observed gravity was obtained from relative gravimeter ties
 PL0300.to the IGSN71 gravity network.
 PL0300
 PL0300;                    North         East     Units Scale Factor Converg.
 PL0300;SPC MI C     -   181,331.692 5,876,112.345   MT  0.99991271   -1 06 32.1
 PL0300;SPC MI C     -   594,920.25 19,278,583.81   iFT  0.99991271   -1 06 32.1
 PL0300;UTM  16      - 4,976,583.656   583,914.992   MT  0.99968659   +0 45 04.6
 PL0300
 PL0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0300!SPC MI C     -   0.99997614  x   0.99991271  =   0.99988885
 PL0300!UTM  16      -   0.99997614  x   0.99968659  =   0.99966273
 PL0300
 PL0300                          SUPERSEDED SURVEY CONTROL
 PL0300
 PL0300  ELLIP H (09/20/95)  152.22   (m)                       GP(       ) 1 2
 PL0300  NAD 83(1986)-  44 56 15.84108(N)    085 56 11.20835(W) AD(       ) 1
 PL0300  NAVD 88 (09/20/95)  187.96   (m)          616.7    (f) LEVELING    3  
 PL0300  NGVD 29 (??/??/92)  188.057  (m)          616.98   (f) ADJ UNCH    2 0
 PL0300
 PL0300.Superseded values are not recommended for survey control.
 PL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0300.See file dsdata.txt to determine how the superseded data were derived.
 PL0300
 PL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ8391576584(NAD 83)
 PL0300_MARKER: DB = BENCH MARK DISK
 PL0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0300_SP_SET: PREFAB CONC. POST IN EARTH
 PL0300_STAMPING: L 88 1934
 PL0300_MARK LOGO: CGS   
 PL0300_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0300+STABILITY: SURFACE MOTION
 PL0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0300+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2004
 PL0300
 PL0300  HISTORY     - Date     Condition        Report By
 PL0300  HISTORY     - 1934     MONUMENTED       CGS
 PL0300  HISTORY     - 1979     GOOD             USGS
 PL0300  HISTORY     - 1989     GOOD             USPSQD
 PL0300  HISTORY     - 19920910 GOOD             MIDT
 PL0300  HISTORY     - 19941019 GOOD             NGS
 PL0300  HISTORY     - 20010717 GOOD             MIDT
 PL0300  HISTORY     - 20040516 GOOD             USPSQD
 PL0300
 PL0300                          STATION DESCRIPTION
 PL0300
 PL0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0300'4.1 MI NE FROM GLEN ARBOR.
 PL0300'4.1 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM GLEN ARBOR,
 PL0300'20 YARDS SOUTH OF THE SOUTH FENCE OF A CEMETERY, AT THE JUNCTION
 PL0300'OF A DIRT ROAD, 24 YARDS EAST OF THE CENTERLINE OF THE DIRT ROAD,
 PL0300'11-1/2 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 YARDS
 PL0300'WEST OF TELEPHONE POLE 364.  A STANDARD DISK, STAMPED L 88 1934
 PL0300'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 PL0300'GROUND.
 PL0300
 PL0300                          STATION RECOVERY (1979)
 PL0300
 PL0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0300'GLEN ARBOR, 3 MI N. AND 2 MI E. OF. NEAR THE COR OF SECS 1,6,7,12,
 PL0300'TWPS 29 N. RS. 13-14 W. 36 FT N. AND 65 FT E. OF STATE HWY 22 AND
 PL0300'PORT ONEIDA ROAD NORTH, 41 FT S. OF A CEMETERY FENCE. A STANDARD
 PL0300'TABLET, IN A CONCRETE POST PROJECTING ABOUT 6 IN, STAMPED L 88 1934.
 PL0300
 PL0300                          STATION RECOVERY (1989)
 PL0300
 PL0300'RECOVERY NOTE BY US POWER SQUADRON 1989 (EKH)
 PL0300'RECOVERED IN GOOD CONDITION.
 PL0300
 PL0300                          STATION RECOVERY (1992)
 PL0300
 PL0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0300'STATION IS LOCATED IN QUAD 440854, ON THE GLEN ARBOR QUADRANGLE MAP.
 PL0300'IT IS IN THE NORTHWEST 1/4 OF SECTION 7, T-29-N, R-13-W, CLEVELAND
 PL0300'TOWNSHIP. STATION IS LOCATED ON HIGHWAY M-22 RIGHT-OF-WAY, ABOUT 0.5
 PL0300'MI (0.8 KM) SOUTHEAST OF PORT ONEIDA, AND ABOUT 3 MI (4.8 KM)
 PL0300'NORTHEAST OF GLEN ARBOR, ABOUT 5.5 MI (8.9 KM) WEST OF SUGARLOAF
 PL0300'MOUNTAIN.
 PL0300'TO REACH THE STATION FROM LELAND AT THE M-22 HIGHWAY BRIDGE OVER THE
 PL0300'LAKE LEELANAU CHANNEL GO SOUTHERLY AND WESTERLY FOR 14.4 MI
 PL0300'(23.2 KM) ALONG STATE HIGHWAY M-22, TO THE PORT ONEIDA CEMETERY
 PL0300'(KELDERHOUSE)AND THE STATION, BOTH ON THE RIGHT, AS DESCRIBED.
 PL0300'STATION IS LOCATED 36 FT (11.0 M) NORTHERLY FROM THE CENTER OF STATE
 PL0300'HIGHWAY M-22, 66 FT (20.1 M) EASTERLY FROM THE EAST END OF A CULVERT
 PL0300'UNDER PORT ONEIDA ROAD, 55 FT (16.8 M) SOUTHEASTERLY FROM THE
 PL0300'CEMETERY SOUTHWEST CORNER FENCE POST, 104 FT (31.7 M) NORTHEASTERLY
 PL0300'FROM A POWER POLE, AND 0.5 FT (15.2 CM) SOUTH FROM METAL WITNESS POST
 PL0300'WITH SIGN.
 PL0300
 PL0300                          STATION RECOVERY (1994)
 PL0300
 PL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PL0300'STATION IS IN QUAD 440854, ABOUT 16 KM (9.95 MI) SOUTHEAST OF LELAND,
 PL0300'0.5 MI (0.8 KM) SOUTHEAST OF PORT ONEIDA, 3.0 MI (4.8 KM) NORTHEAST OF
 PL0300'GLEN ARBOR, 5.5 MI (8.9 KM) WEST OF SUGARLOAF MOUNTAIN, IN THE
 PL0300'NORTHWEST 1/4 OF SECTION 7, T 29 N, R 13 W, CLEVELAND TOWNSHIP.
 PL0300'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH FROM BRIDGE OVER THE
 PL0300'CHANNEL IN LELAND, GO SOUTHWEST ALONG STATE HIGHWAY 22 FOR 14.4 MI
 PL0300'(23.2 KM) TO THE KELDER HOUSE PORT ONEIDA CEMETERY AND THE STATION ON
 PL0300'RIGHT.  STATION PROJECTS 18 CM ABOVE GROUND.  IT IS 36 FT (11.0 M)
 PL0300'NORTH FROM THE CENTER LINE OF HIGHWAY 22, 66 FT (20.1 M) EAST FROM THE
 PL0300'CENTER LINE OF PORT ONEIDA RD, 36 FT (11.0 M) EAST FROM THE END OF A
 PL0300'CULVERT, 55 FT (16.8 M) SOUTHEAST FROM THE SOUTHWEST CORNER POST OF
 PL0300'FENCE AROUND CEMETERY, 104 FT (31.7 M) NORTHEAST FROM A UTILITY POLE,
 PL0300'0.6 FT (18.3 CM) NORTH OF A FIBERGLASS WITNESS POST AND 0.6 FT (18.3
 PL0300'CM) SOUTH OF A METAL MIDOT WITNESS POST.
 PL0300
 PL0300                          STATION RECOVERY (2001)
 PL0300
 PL0300'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MET)
 PL0300'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 PL0300'BY NGS.
 PL0300' 
 PL0300'
 PL0300
 PL0300                          STATION RECOVERY (2004)
 PL0300
 PL0300'RECOVERY NOTE BY US POWER SQUADRON 2004 (TW)
 PL0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1369 ***********************************************************************
 MD1369  DESIGNATION -  L 9
 MD1369  PID         -  MD1369
 MD1369  STATE/COUNTY-  MI/ST JOSEPH
 MD1369  USGS QUAD   -  THREE RIVERS WEST (1979)
 MD1369
 MD1369                         *CURRENT SURVEY CONTROL
 MD1369  ___________________________________________________________________
 MD1369* NAD 83(1986)-  41 55 31.     (N)    085 37 30.     (W)     SCALED    
 MD1369* NAVD 88     -       248.128  (meters)     814.07   (feet)  ADJUSTED  
 MD1369  ___________________________________________________________________
 MD1369  GEOID HEIGHT-         -33.07  (meters)                     GEOID03
 MD1369  DYNAMIC HT  -         248.043 (meters)     813.79  (feet)  COMP
 MD1369  MODELED GRAV-     980,272.9   (mgal)                       NAVD 88
 MD1369
 MD1369  VERT ORDER  -  FIRST     CLASS II
 MD1369
 MD1369.The horizontal coordinates were scaled from a topographic map and have
 MD1369.an estimated accuracy of +/- 6 seconds.
 MD1369
 MD1369.The orthometric height was determined by differential leveling
 MD1369.and adjusted by the National Geodetic Survey in June 1991..
 MD1369
 MD1369.The geoid height was determined by GEOID03.
 MD1369
 MD1369.The dynamic height is computed by dividing the NAVD 88
 MD1369.geopotential number by the normal gravity value computed on the
 MD1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1369.degrees latitude (g = 980.6199 gals.).
 MD1369
 MD1369.The modeled gravity was interpolated from observed gravity values.
 MD1369
 MD1369;                    North         East    Units  Estimated Accuracy
 MD1369;SPC MI S     -    48,020.    3,895,620.      MT  (+/- 180 meters Scaled)
 MD1369
 MD1369                          SUPERSEDED SURVEY CONTROL
 MD1369
 MD1369  NGVD 29 (??/??/92)  248.269  (m)          814.53   (f) ADJ UNCH    1 2
 MD1369
 MD1369.Superseded values are not recommended for survey control.
 MD1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1369.See file dsdata.txt to determine how the superseded data were derived.
 MD1369
 MD1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM140423(NAD 83)
 MD1369_MARKER: Z = SEE DESCRIPTION
 MD1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1369+STABILITY: SURFACE MOTION
 MD1369
 MD1369  HISTORY     - Date     Condition        Report By
 MD1369  HISTORY     - UNK      MONUMENTED       CGS
 MD1369  HISTORY     - 1934     POOR             NGS
 MD1369  HISTORY     - 19930105 MARK NOT FOUND   NGS
 MD1369
 MD1369                          STATION DESCRIPTION
 MD1369
 MD1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD1369'1.3 MI S FROM THREE RIVERS.
 MD1369'1.3 MILES SOUTH ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MD1369'STATION AT THREE RIVERS, ST. JOSEPH COUNTY, AT THE CROSSING OF
 MD1369'A HIGHWAY LEADING TO CENTERVILLE, 44 FEET NORTH OF THE
 MD1369'CENTERLINE OF THE HIGHWAY, AND 44.5 FEET EAST OF THE EAST RAIL.
 MD1369'A SQUARE, CUT IN THE TOP OF A CONCRETE POST PROJECTING 15 INCHES
 MD1369'ABOVE GROUND.
 MD1369
 MD1369                          STATION RECOVERY (1993)
 MD1369
 MD1369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1369'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0117 ***********************************************************************
 PL0117  DESIGNATION -  L 91
 PL0117  PID         -  PL0117
 PL0117  STATE/COUNTY-  MI/CLARE
 PL0117  USGS QUAD   -  
 PL0117
 PL0117                         *CURRENT SURVEY CONTROL
 PL0117  ___________________________________________________________________
 PL0117* NAD 83(1986)-  44 01 02.     (N)    084 47 58.     (W)     SCALED    
 PL0117* NAVD 88     -       355.098  (meters)    1165.02   (feet)  ADJUSTED  
 PL0117  ___________________________________________________________________
 PL0117  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 PL0117  DYNAMIC HT  -         355.033 (meters)    1164.80  (feet)  COMP
 PL0117  MODELED GRAV-     980,425.5   (mgal)                       NAVD 88
 PL0117
 PL0117  VERT ORDER  -  SECOND    CLASS 0
 PL0117
 PL0117.The horizontal coordinates were scaled from a topographic map and have
 PL0117.an estimated accuracy of +/- 6 seconds.
 PL0117
 PL0117.The orthometric height was determined by differential leveling
 PL0117.and adjusted by the National Geodetic Survey in June 1991..
 PL0117
 PL0117.The geoid height was determined by GEOID03.
 PL0117
 PL0117.The dynamic height is computed by dividing the NAVD 88
 PL0117.geopotential number by the normal gravity value computed on the
 PL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0117.degrees latitude (g = 980.6199 gals.).
 PL0117
 PL0117.The modeled gravity was interpolated from observed gravity values.
 PL0117
 PL0117;                    North         East    Units  Estimated Accuracy
 PL0117;SPC MI C     -    77,940.    5,965,300.      MT  (+/- 180 meters Scaled)
 PL0117
 PL0117                          SUPERSEDED SURVEY CONTROL
 PL0117
 PL0117  NGVD 29 (??/??/92)  355.219  (m)         1165.41   (f) ADJ UNCH    2 0
 PL0117
 PL0117.Superseded values are not recommended for survey control.
 PL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0117.See file dsdata.txt to determine how the superseded data were derived.
 PL0117
 PL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP763761(NAD 83)
 PL0117_MARKER: DB = BENCH MARK DISK
 PL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0117_STAMPING: L 91 1934
 PL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0117+STABILITY: SURFACE MOTION
 PL0117
 PL0117  HISTORY     - Date     Condition        Report By
 PL0117  HISTORY     - 1934     MONUMENTED       CGS
 PL0117  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0117  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0117
 PL0117                          STATION DESCRIPTION
 PL0117
 PL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0117'AT HARRISON.
 PL0117'AT HARRISON, CLARE COUNTY, 300 YARDS NORTH OF THE POST OFFICE,
 PL0117'70 FEET NORTH OF A STANDARD OIL SERVICE STATION, 26 FEET EAST
 PL0117'OF THE CENTERLINE OF U.S. HIGHWAY 27, AND 1 FOOT HIGHER THAN THE
 PL0117'HIGHWAY.  A STANDARD DISK, STAMPED L 91 1934 AND SET IN THE TOP
 PL0117'OF A CONCRETE POST.
 PL0117
 PL0117                          STATION RECOVERY (1979)
 PL0117
 PL0117'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0117'MARK NOT FOUND.
 PL0117
 PL0117                          STATION RECOVERY (2001)
 PL0117
 PL0117'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0044 ***********************************************************************
 OK0044  DESIGNATION -  L 93
 OK0044  PID         -  OK0044
 OK0044  STATE/COUNTY-  MI/GLADWIN
 OK0044  USGS QUAD   -  GLADWIN (1969)
 OK0044
 OK0044                         *CURRENT SURVEY CONTROL
 OK0044  ___________________________________________________________________
 OK0044* NAD 83(1986)-  43 53 05.     (N)    084 29 15.     (W)     SCALED    
 OK0044* NAVD 88     -       217.034  (meters)     712.05   (feet)  ADJUSTED  
 OK0044  ___________________________________________________________________
 OK0044  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OK0044  DYNAMIC HT  -         216.996 (meters)     711.93  (feet)  COMP
 OK0044  MODELED GRAV-     980,437.6   (mgal)                       NAVD 88
 OK0044
 OK0044  VERT ORDER  -  SECOND    CLASS 0
 OK0044
 OK0044.The horizontal coordinates were scaled from a topographic map and have
 OK0044.an estimated accuracy of +/- 6 seconds.
 OK0044
 OK0044.The orthometric height was determined by differential leveling
 OK0044.and adjusted by the National Geodetic Survey in June 1991..
 OK0044
 OK0044.The geoid height was determined by GEOID03.
 OK0044
 OK0044.The dynamic height is computed by dividing the NAVD 88
 OK0044.geopotential number by the normal gravity value computed on the
 OK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0044.degrees latitude (g = 980.6199 gals.).
 OK0044
 OK0044.The modeled gravity was interpolated from observed gravity values.
 OK0044
 OK0044;                    North         East    Units  Estimated Accuracy
 OK0044;SPC MI C     -    63,130.    5,990,290.      MT  (+/- 180 meters Scaled)
 OK0044
 OK0044                          SUPERSEDED SURVEY CONTROL
 OK0044
 OK0044  NGVD 29 (??/??/92)  217.198  (m)          712.59   (f) ADJ UNCH    2 0
 OK0044
 OK0044.Superseded values are not recommended for survey control.
 OK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0044.See file dsdata.txt to determine how the superseded data were derived.
 OK0044
 OK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP018621(NAD 83)
 OK0044_MARKER: DB = BENCH MARK DISK
 OK0044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0044_SP_SET: PIER
 OK0044_STAMPING: L 93 1934
 OK0044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0044
 OK0044  HISTORY     - Date     Condition        Report By
 OK0044  HISTORY     - 1934     MONUMENTED       CGS
 OK0044  HISTORY     - 19981202 MARK NOT FOUND   USPSQD
 OK0044
 OK0044                          STATION DESCRIPTION
 OK0044
 OK0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0044'AT BEAVERTON.
 OK0044'AT BEAVERTON ALONG MICHIGAN STATE HIGHWAY 18, IN THE WEST END OF
 OK0044'THE SECOND PIER, FROM NORTH END OF HIGHWAY BRIDGE OVER ROSS
 OK0044'LAKE, AT NORTHEAST EDGE OF BEAVERTON, 12.4 FEET WEST OF THE
 OK0044'CENTER LINE OF M 18, 1.5 FEET BELOW SURFACE OF THE HIGHWAY.
 OK0044
 OK0044                          STATION RECOVERY (1998)
 OK0044
 OK0044'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0045 ***********************************************************************
 OK0045  DESIGNATION -  L 93 RESET 1939
 OK0045  PID         -  OK0045
 OK0045  STATE/COUNTY-  MI/GLADWIN
 OK0045  USGS QUAD   -  GLADWIN (1969)
 OK0045
 OK0045                         *CURRENT SURVEY CONTROL
 OK0045  ___________________________________________________________________
 OK0045* NAD 83(1986)-  43 53 05.     (N)    084 29 15.     (W)     SCALED    
 OK0045* NAVD 88     -       217.53   (+/-2cm)     713.7    (feet)  VERTCON   
 OK0045  ___________________________________________________________________
 OK0045  GEOID HEIGHT-         -34.23  (meters)                     GEOID03
 OK0045
 OK0045  VERT ORDER  -  THIRD (See Below)
 OK0045
 OK0045.The horizontal coordinates were scaled from a topographic map and have
 OK0045.an estimated accuracy of +/- 6 seconds.
 OK0045
 OK0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0045.The vertical order pertains to the NGVD 29 superseded value.
 OK0045
 OK0045.The geoid height was determined by GEOID03.
 OK0045
 OK0045;                    North         East    Units  Estimated Accuracy
 OK0045;SPC MI C     -    63,130.    5,990,290.      MT  (+/- 180 meters Scaled)
 OK0045
 OK0045                          SUPERSEDED SURVEY CONTROL
 OK0045
 OK0045  NGVD 29 (??/??/??)  217.69   (m)          714.2    (f) RESET       3  
 OK0045
 OK0045.Superseded values are not recommended for survey control.
 OK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0045.See file dsdata.txt to determine how the superseded data were derived.
 OK0045
 OK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP018621(NAD 83)
 OK0045_MARKER: DB = BENCH MARK DISK
 OK0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OK0045_SP_SET: PIER
 OK0045_STAMPING: L 93 1934 RESET 1939
 OK0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OK0045
 OK0045  HISTORY     - Date     Condition        Report By
 OK0045  HISTORY     - 1939     MONUMENTED       CGS
 OK0045  HISTORY     - 19981202 GOOD             USPSQD
 OK0045
 OK0045                          STATION DESCRIPTION
 OK0045
 OK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 OK0045'AT BEAVERTON.
 OK0045'AT THE NORTHEAST EDGE OF BEAVERTON, GLADWIN COUNTY, ON STATE
 OK0045'HIGHWAY 18, AT THE BRIDGE OVER ROSS LAKE, IN THE TOP OF THE WEST
 OK0045'END OF THE SECOND PIER FROM THE NORTH END OF THE NEW BRIDGE
 OK0045'STRUCTURE, 12.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND
 OK0045'1.5 FEET LOWER THAN THE ROADWAY, 26 FEET LEFT OF STATION
 OK0045'10 + 35.86.  A STANDARD DISK, STAMPED L 93 1934 RESET 1939.
 OK0045
 OK0045                          STATION RECOVERY (1998)
 OK0045
 OK0045'RECOVERY NOTE BY US POWER SQUADRON 1998
 OK0045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0452 ***********************************************************************
 OK0452  DESIGNATION -  L 95
 OK0452  PID         -  OK0452
 OK0452  STATE/COUNTY-  MI/NEWAYGO
 OK0452  USGS QUAD   -  WHITE CLOUD (1985)
 OK0452
 OK0452                         *CURRENT SURVEY CONTROL
 OK0452  ___________________________________________________________________
 OK0452* NAD 83(1986)-  43 36 07.     (N)    085 48 16.     (W)     SCALED    
 OK0452* NAVD 88     -       291.329  (meters)     955.80   (feet)  ADJUSTED  
 OK0452  ___________________________________________________________________
 OK0452  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 OK0452  DYNAMIC HT  -         291.271 (meters)     955.61  (feet)  COMP
 OK0452  MODELED GRAV-     980,411.3   (mgal)                       NAVD 88
 OK0452
 OK0452  VERT ORDER  -  SECOND    CLASS 0
 OK0452
 OK0452.The horizontal coordinates were scaled from a topographic map and have
 OK0452.an estimated accuracy of +/- 6 seconds.
 OK0452
 OK0452.The orthometric height was determined by differential leveling
 OK0452.and adjusted by the National Geodetic Survey in June 1991..
 OK0452
 OK0452.The geoid height was determined by GEOID03.
 OK0452
 OK0452.The dynamic height is computed by dividing the NAVD 88
 OK0452.geopotential number by the normal gravity value computed on the
 OK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0452.degrees latitude (g = 980.6199 gals.).
 OK0452
 OK0452.The modeled gravity was interpolated from observed gravity values.
 OK0452
 OK0452;                    North         East    Units  Estimated Accuracy
 OK0452;SPC MI S     -   234,480.    3,883,920.      MT  (+/- 180 meters Scaled)
 OK0452
 OK0452                          SUPERSEDED SURVEY CONTROL
 OK0452
 OK0452  NGVD 29 (??/??/92)  291.436  (m)          956.15   (f) ADJ UNCH    2 0
 OK0452
 OK0452.Superseded values are not recommended for survey control.
 OK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0452.See file dsdata.txt to determine how the superseded data were derived.
 OK0452
 OK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP964283(NAD 83)
 OK0452_MARKER: DB = BENCH MARK DISK
 OK0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0452_STAMPING: L 95 1934
 OK0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0452+STABILITY: SURFACE MOTION
 OK0452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0452+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 OK0452
 OK0452  HISTORY     - Date     Condition        Report By
 OK0452  HISTORY     - 1934     MONUMENTED       CGS
 OK0452  HISTORY     - 1957     GOOD             NGS
 OK0452  HISTORY     - 1984     GOOD             USPSQD
 OK0452  HISTORY     - 1988     GOOD             USPSQD
 OK0452  HISTORY     - 19960527 GOOD             USPSQD
 OK0452  HISTORY     - 20031216 GOOD             STS
 OK0452  HISTORY     - 20060902 GOOD             GEOCAC
 OK0452
 OK0452                          STATION DESCRIPTION
 OK0452
 OK0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 OK0452'AT RAMONA.
 OK0452'AT RAMONA, NEWAYGO COUNTY,ON THE CHESAPEAKE AND OHIO RAILWAY,
 OK0452'AT A ROAD CROSSING, 34 FEET SOUTH OF THE CENTERLINE OF THE
 OK0452'ROAD, 14.6 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, AND
 OK0452'6 INCHES HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 OK0452'STAMPED L 95 1934 AND SET IN THE TOP OF A CONCRETE POST
 OK0452'PROJECTING 10 INCHES ABOVE GROUND.
 OK0452
 OK0452                          STATION RECOVERY (1984)
 OK0452
 OK0452'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0452'BENCH MARK IS 18 INCHES NORTH OF WOODEN WITNESS POST WITH WARNING.
 OK0452
 OK0452                          STATION RECOVERY (1988)
 OK0452
 OK0452'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 OK0452'RECOVERED IN GOOD CONDITION.
 OK0452
 OK0452                          STATION RECOVERY (1996)
 OK0452
 OK0452'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0452'RECOVERED IN GOOD CONDITION.
 OK0452
 OK0452                          STATION RECOVERY (2003)
 OK0452
 OK0452'RECOVERY NOTE BY STS CONSULTANTS 2003 (CLC)
 OK0452'MARK IS 15.0 FEET WEST OF THE WEST RAIL
 OK0452'38.5 FEET SOUTH OF CENTERLINE FOSS DRIVE
 OK0452'0.6 FEET WEST OF A CARSONITE MARKER
 OK0452
 OK0452                          STATION RECOVERY (2006)
 OK0452
 OK0452'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 OK0452'MARK IN GOOD CONDITION, MONUMENT DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0660 ***********************************************************************
 NF0660  DESIGNATION -  L 97
 NF0660  PID         -  NF0660
 NF0660  STATE/COUNTY-  MI/KENT
 NF0660  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0660
 NF0660                         *CURRENT SURVEY CONTROL
 NF0660  ___________________________________________________________________
 NF0660* NAD 83(1986)-  42 59 47.     (N)    085 41 01.     (W)     SCALED    
 NF0660* NAVD 88     -       189.334  (meters)     621.17   (feet)  ADJUSTED  
 NF0660  ___________________________________________________________________
 NF0660  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0660  DYNAMIC HT  -         189.286 (meters)     621.02  (feet)  COMP
 NF0660  MODELED GRAV-     980,365.9   (mgal)                       NAVD 88
 NF0660
 NF0660  VERT ORDER  -  SECOND    CLASS 0
 NF0660
 NF0660.The horizontal coordinates were scaled from a topographic map and have
 NF0660.an estimated accuracy of +/- 6 seconds.
 NF0660
 NF0660.The orthometric height was determined by differential leveling
 NF0660.and adjusted by the National Geodetic Survey in June 1991..
 NF0660
 NF0660.The geoid height was determined by GEOID03.
 NF0660
 NF0660.The dynamic height is computed by dividing the NAVD 88
 NF0660.geopotential number by the normal gravity value computed on the
 NF0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0660.degrees latitude (g = 980.6199 gals.).
 NF0660
 NF0660.The modeled gravity was interpolated from observed gravity values.
 NF0660
 NF0660;                    North         East    Units  Estimated Accuracy
 NF0660;SPC MI S     -   167,060.    3,892,620.      MT  (+/- 180 meters Scaled)
 NF0660
 NF0660                          SUPERSEDED SURVEY CONTROL
 NF0660
 NF0660  NGVD 29 (??/??/92)  189.473  (m)          621.63   (f) ADJ UNCH    2 0
 NF0660
 NF0660.Superseded values are not recommended for survey control.
 NF0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0660.See file dsdata.txt to determine how the superseded data were derived.
 NF0660
 NF0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN073612(NAD 83)
 NF0660_MARKER: DB = BENCH MARK DISK
 NF0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0660_STAMPING: L 97 1934
 NF0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0660+STABILITY: SURFACE MOTION
 NF0660
 NF0660  HISTORY     - Date     Condition        Report By
 NF0660  HISTORY     - 1934     MONUMENTED       CGS
 NF0660  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NF0660  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0660
 NF0660                          STATION DESCRIPTION
 NF0660
 NF0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0660'AT FULLER.
 NF0660'AT FULLER, KENT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY, 69
 NF0660'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK OFFICE BUILDING
 NF0660'OF THE GUNN FURNITURE COMPANY, AT A ROAD CROSSING, 33 FEET SOUTH
 NF0660'OF THE CENTERLINE OF THE ROAD, 33 FEET NORTH OF THE NORTH RAIL
 NF0660'OF THE GRAND TRUNK WESTERN RAILROAD TRACK, 21 FEET WEST OF THE
 NF0660'WEST RAIL OF THE CHEASPEAKE AND OHIO RAILWAY MAIN TRACK, 14 FEET
 NF0660'EAST OF THE EAST RAIL OF THE PENNSYLVANIA RAILROAD TRACK, AND
 NF0660'1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 NF0660'L 97 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0660'6 INCHES ABOVE GROUND.
 NF0660
 NF0660                          STATION RECOVERY (1991)
 NF0660
 NF0660'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDK)
 NF0660'MARK NOT FOUND.
 NF0660
 NF0660                          STATION RECOVERY (2001)
 NF0660
 NF0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0660'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0524 ***********************************************************************
 NF0524  DESIGNATION -  L 98
 NF0524  PID         -  NF0524
 NF0524  STATE/COUNTY-  MI/ALLEGAN
 NF0524  USGS QUAD   -  OTSEGO (1973)
 NF0524
 NF0524                         *CURRENT SURVEY CONTROL
 NF0524  ___________________________________________________________________
 NF0524* NAD 83(1986)-  42 26 37.     (N)    085 37 54.     (W)     SCALED    
 NF0524* NAVD 88     -       224.525  (meters)     736.63   (feet)  ADJUSTED  
 NF0524  ___________________________________________________________________
 NF0524  GEOID HEIGHT-         -33.14  (meters)                     GEOID03
 NF0524  DYNAMIC HT  -         224.458 (meters)     736.41  (feet)  COMP
 NF0524  MODELED GRAV-     980,320.3   (mgal)                       NAVD 88
 NF0524
 NF0524  VERT ORDER  -  SECOND    CLASS 0
 NF0524
 NF0524.The horizontal coordinates were scaled from a topographic map and have
 NF0524.an estimated accuracy of +/- 6 seconds.
 NF0524
 NF0524.The orthometric height was determined by differential leveling
 NF0524.and adjusted by the National Geodetic Survey in June 1991..
 NF0524
 NF0524.The geoid height was determined by GEOID03.
 NF0524
 NF0524.The dynamic height is computed by dividing the NAVD 88
 NF0524.geopotential number by the normal gravity value computed on the
 NF0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0524.degrees latitude (g = 980.6199 gals.).
 NF0524
 NF0524.The modeled gravity was interpolated from observed gravity values.
 NF0524
 NF0524;                    North         East    Units  Estimated Accuracy
 NF0524;SPC MI S     -   105,600.    3,895,940.      MT  (+/- 180 meters Scaled)
 NF0524
 NF0524                          SUPERSEDED SURVEY CONTROL
 NF0524
 NF0524  NGVD 29 (??/??/92)  224.657  (m)          737.06   (f) ADJ UNCH    2 0
 NF0524
 NF0524.Superseded values are not recommended for survey control.
 NF0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0524.See file dsdata.txt to determine how the superseded data were derived.
 NF0524
 NF0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM125999(NAD 83)
 NF0524_MARKER: DB = BENCH MARK DISK
 NF0524_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NF0524_SP_SET: CONCRETE BASE
 NF0524_STAMPING: L 98 1934 737.092
 NF0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NF0524
 NF0524  HISTORY     - Date     Condition        Report By
 NF0524  HISTORY     - 1934     MONUMENTED       CGS
 NF0524  HISTORY     - 1948     GOOD             NGS
 NF0524  HISTORY     - 1977     GOOD             MIDH
 NF0524  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 NF0524
 NF0524                          STATION DESCRIPTION
 NF0524
 NF0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 NF0524'AT PLAINWELL.
 NF0524'AT PLAINWELL, AT THE INTERSECTION OF THE PENNSYLVANIA AND THE
 NF0524'NEW YORK CENTRAL RAILROADS AND AT THE PENNSYLVANIA RAILROAD
 NF0524'STATION, 193 FEET SOUTH-SOUTHEAST AND ACROSS THE PRR TRACKS
 NF0524'FROM THE SOUTHEAST CORNER OF THE PRR STATION, 121 FEET NORTH
 NF0524'OF THE INTERSECTION OF THE RAILROADS, 14.5 FEET EAST OF THE
 NF0524'EAST RAIL OF THE PRR TRACKS, 9.5 FEET SOUTH-SOUTHEAST OF A
 NF0524'SIGNAL POLE, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST AND SET
 NF0524'IN A DRILL HOLE IN THE TOP OF A 1 1/2 BY 1 1/2-FOOT ABANDONED
 NF0524'CONCRETE BASE.
 NF0524
 NF0524                          STATION RECOVERY (1977)
 NF0524
 NF0524'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977
 NF0524'RECOVERED IN GOOD CONDITION.
 NF0524
 NF0524                          STATION RECOVERY (2003)
 NF0524
 NF0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0724 ***********************************************************************
 NF0724  DESIGNATION -  L 99
 NF0724  PID         -  NF0724
 NF0724  STATE/COUNTY-  MI/OTTAWA
 NF0724  USGS QUAD   -  HUDSONVILLE EAST (1980)
 NF0724
 NF0724                         *CURRENT SURVEY CONTROL
 NF0724  ___________________________________________________________________
 NF0724* NAD 83(1986)-  42 52 16.     (N)    085 51 40.     (W)     SCALED    
 NF0724* NAVD 88     -       191.851  (meters)     629.43   (feet)  ADJUSTED  
 NF0724  ___________________________________________________________________
 NF0724  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0724  DYNAMIC HT  -         191.803 (meters)     629.27  (feet)  COMP
 NF0724  MODELED GRAV-     980,366.4   (mgal)                       NAVD 88
 NF0724
 NF0724  VERT ORDER  -  SECOND    CLASS 0
 NF0724
 NF0724.The horizontal coordinates were scaled from a topographic map and have
 NF0724.an estimated accuracy of +/- 6 seconds.
 NF0724
 NF0724.The orthometric height was determined by differential leveling
 NF0724.and adjusted by the National Geodetic Survey in June 1991..
 NF0724
 NF0724.The geoid height was determined by GEOID03.
 NF0724
 NF0724.The dynamic height is computed by dividing the NAVD 88
 NF0724.geopotential number by the normal gravity value computed on the
 NF0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0724.degrees latitude (g = 980.6199 gals.).
 NF0724
 NF0724.The modeled gravity was interpolated from observed gravity values.
 NF0724
 NF0724;                    North         East    Units  Estimated Accuracy
 NF0724;SPC MI S     -   153,380.    3,877,910.      MT  (+/- 180 meters Scaled)
 NF0724
 NF0724                          SUPERSEDED SURVEY CONTROL
 NF0724
 NF0724  NGVD 29 (??/??/92)  191.99   (m)          629.9    (f) COMPUTED    2 0
 NF0724
 NF0724.Superseded values are not recommended for survey control.
 NF0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0724.See file dsdata.txt to determine how the superseded data were derived.
 NF0724
 NF0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN930471(NAD 83)
 NF0724_MARKER: DB = BENCH MARK DISK
 NF0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0724_STAMPING: L 99 1934
 NF0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0724+STABILITY: SURFACE MOTION
 NF0724
 NF0724  HISTORY     - Date     Condition        Report By
 NF0724  HISTORY     - 1934     MONUMENTED       CGS
 NF0724  HISTORY     - 1940     POOR             NGS
 NF0724  HISTORY     - 20050514 MARK NOT FOUND   INDIV
 NF0724
 NF0724                          STATION DESCRIPTION
 NF0724
 NF0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0724'AT HUDSONVILLE.
 NF0724'AT HUDSONVILLE, OTTAWA COUNTY, ON THE PERE MARQUETTE DISTRICT
 NF0724'OF THE CHESAPEAKE AND OHIO RAILWAY, 5 RAILS SOUTHWEST OF THE
 NF0724'TRAIN-ORDER SEMAPHORE IN FRONT OF THE STATION, IN THE SOUTHEAST
 NF0724'ANGLE OF A ROAD CROSSING, 17 YARDS NORTH OF THE CENTERLINE OF
 NF0724'STATE HIGHWAY 21, 8. FEET SOUTH OF THE SOUTH RAIL, AND LEVEL
 NF0724'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 99 1934
 NF0724'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE CONCRETE POST
 NF0724'IS LOOSE IN THE GROUND.
 NF0724
 NF0724                          STATION RECOVERY (2005)
 NF0724
 NF0724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 NF0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1532 ***********************************************************************
 RL1532  DESIGNATION -  L ANSE MUNICIPAL TANK
 RL1532  PID         -  RL1532
 RL1532  STATE/COUNTY-  MI/BARAGA
 RL1532  USGS QUAD   -  L'ANSE (1985)
 RL1532
 RL1532                         *CURRENT SURVEY CONTROL
 RL1532  ___________________________________________________________________
 RL1532* NAD 83(1994)-  46 45 17.75451(N)    088 27 25.93099(W)     ADJUSTED  
 RL1532* NAVD 88     -                                                        
 RL1532  ___________________________________________________________________
 RL1532  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 RL1532  GEOID HEIGHT-         -34.11  (meters)                     GEOID03
 RL1532
 RL1532  HORZ ORDER  -  THIRD
 RL1532
 RL1532.The horizontal coordinates were established by classical geodetic methods
 RL1532.and adjusted by the National Geodetic Survey in February 1997..
 RL1532
 RL1532
 RL1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1532
 RL1532.The geoid height was determined by GEOID03.
 RL1532
 RL1532;                    North         East     Units Scale Factor Converg.
 RL1532;SPC MI N     -   220,158.315 7,888,678.579   MT  0.99993641   -1 03 11.7
 RL1532;SPC MI N     -   722,304.18 25,881,491.40   iFT  0.99993641   -1 03 11.7
 RL1532;UTM  16      - 5,178,962.148   388,710.481   MT  0.99975223   -1 03 41.7
 RL1532
 RL1532                          SUPERSEDED SURVEY CONTROL
 RL1532
 RL1532  NAD 83(1986)-  46 45 17.75042(N)    088 27 25.91373(W) AD(       ) 4
 RL1532  NAD 27      -  46 45 17.99000(N)    088 27 25.45000(W) AD(       ) 3
 RL1532
 RL1532.Superseded values are not recommended for survey control.
 RL1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1532.See file dsdata.txt to determine how the superseded data were derived.
 RL1532
 RL1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8871078962(NAD 83)
 RL1532_MARKER: 53 = ELEVATED TANK
 RL1532
 RL1532  HISTORY     - Date     Condition        Report By
 RL1532  HISTORY     - 1956     FIRST OBSERVED   CGS
 RL1532  HISTORY     - 19920820 GOOD             USPSQD
 RL1532  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 RL1532
 RL1532                          STATION DESCRIPTION
 RL1532
 RL1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1532'THE STATION IS THE BALL ATOP THE METAL WATER TANK LOCATED
 RL1532'AT THE WEST EDGE OF L ANSE.  IT IS ELEVATED BY A 4 LEGGED
 RL1532'SKELETON STRUCTURE AND IS APPROXIMATELY 150 FEET HIGH.
 RL1532
 RL1532                          STATION RECOVERY (1992)
 RL1532
 RL1532'RECOVERY NOTE BY US POWER SQUADRON 1992 (GG)
 RL1532'RECOVERED IN GOOD CONDITION.
 RL1532
 RL1532                          STATION RECOVERY (1999)
 RL1532
 RL1532'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1525 ***********************************************************************
 RL1525  DESIGNATION -  L ANSE ST HWY PATROL RAD TOWER
 RL1525  PID         -  RL1525
 RL1525  STATE/COUNTY-  MI/BARAGA
 RL1525  USGS QUAD   -  ALBERTA (1985)
 RL1525
 RL1525                         *CURRENT SURVEY CONTROL
 RL1525  ___________________________________________________________________
 RL1525* NAD 83(1994)-  46 44 54.74199(N)    088 26 17.63503(W)     ADJUSTED  
 RL1525* NAVD 88     -                                                        
 RL1525  ___________________________________________________________________
 RL1525  LAPLACE CORR-          -2.68  (seconds)                    DEFLEC99
 RL1525  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 RL1525
 RL1525  HORZ ORDER  -  THIRD
 RL1525
 RL1525.The horizontal coordinates were established by classical geodetic methods
 RL1525.and adjusted by the National Geodetic Survey in February 1997..
 RL1525
 RL1525
 RL1525.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1525
 RL1525.The geoid height was determined by GEOID03.
 RL1525
 RL1525;                    North         East     Units Scale Factor Converg.
 RL1525;SPC MI N     -   219,421.396 7,890,114.804   MT  0.99993550   -1 02 22.3
 RL1525;SPC MI N     -   719,886.47 25,886,203.43   iFT  0.99993550   -1 02 22.3
 RL1525;UTM  16      - 5,178,225.159   390,146.334   MT  0.99974833   -1 02 51.5
 RL1525
 RL1525                          SUPERSEDED SURVEY CONTROL
 RL1525
 RL1525  NAD 83(1986)-  46 44 54.73782(N)    088 26 17.62141(W) AD(       ) 4
 RL1525  NAD 27      -  46 44 54.98000(N)    088 26 17.14000(W) AD(       ) 3
 RL1525
 RL1525.Superseded values are not recommended for survey control.
 RL1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1525.See file dsdata.txt to determine how the superseded data were derived.
 RL1525
 RL1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS9014678225(NAD 83)
 RL1525_MARKER: 43 = RADIO/TV TOWER
 RL1525
 RL1525  HISTORY     - Date     Condition        Report By
 RL1525  HISTORY     - 1956     FIRST OBSERVED   CGS
 RL1525  HISTORY     - 19990920 MARK NOT FOUND   USPSQD
 RL1525
 RL1525                          STATION DESCRIPTION
 RL1525
 RL1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RL1525'THE STATION IS THE 195 FOOT TOWER LOCATED ON A SMALL HILL
 RL1525'AT THE SOUTH EDGE OF L ANSE AND BELONGING TO THE MICHIGAN
 RL1525'STATE HIGHWAY PATROL.
 RL1525
 RL1525                          STATION RECOVERY (1999)
 RL1525
 RL1525'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0019 ***********************************************************************
 RJ0019  DESIGNATION -  L USE
 RJ0019  PID         -  RJ0019
 RJ0019  STATE/COUNTY-  MI/CHIPPEWA
 RJ0019  USGS QUAD   -  BARBEAU (1975)
 RJ0019
 RJ0019                         *CURRENT SURVEY CONTROL
 RJ0019  ___________________________________________________________________
 RJ0019* NAD 83(1986)-  46 30 08.     (N)    084 20 58.     (W)     SCALED    
 RJ0019* NAVD 88     -       184.855  (meters)     606.48   (feet)  ADJUSTED  
 RJ0019  ___________________________________________________________________
 RJ0019  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ0019  DYNAMIC HT  -         184.866 (meters)     606.51  (feet)  COMP
 RJ0019  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RJ0019
 RJ0019  VERT ORDER  -  FIRST     CLASS 0
 RJ0019
 RJ0019.The horizontal coordinates were scaled from a topographic map and have
 RJ0019.an estimated accuracy of +/- 6 seconds.
 RJ0019
 RJ0019.The orthometric height was determined by differential leveling
 RJ0019.and adjusted by the National Geodetic Survey in June 1991..
 RJ0019
 RJ0019.The geoid height was determined by GEOID03.
 RJ0019
 RJ0019.The dynamic height is computed by dividing the NAVD 88
 RJ0019.geopotential number by the normal gravity value computed on the
 RJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0019.degrees latitude (g = 980.6199 gals.).
 RJ0019
 RJ0019.The modeled gravity was interpolated from observed gravity values.
 RJ0019
 RJ0019;                    North         East    Units  Estimated Accuracy
 RJ0019;SPC MI N     -   194,450.    8,203,400.      MT  (+/- 180 meters Scaled)
 RJ0019
 RJ0019                          SUPERSEDED SURVEY CONTROL
 RJ0019
 RJ0019.No superseded survey control is available for this station.
 RJ0019
 RJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS033532(NAD 83)
 RJ0019_MARKER: Z = SEE DESCRIPTION
 RJ0019_SETTING: 0 = UNSPECIFIED SETTING
 RJ0019_MARK LOGO: USE   
 RJ0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0019
 RJ0019  HISTORY     - Date     Condition        Report By
 RJ0019  HISTORY     - 1946     MONUMENTED       DOD
 RJ0019  HISTORY     - 1972     GOOD             USLS
 RJ0019  HISTORY     - 1983     GOOD             NGS
 RJ0019
 RJ0019                          STATION DESCRIPTION
 RJ0019
 RJ0019'DESCRIBED BY US LAKE SURVEY 1972
 RJ0019'AT SAULT STE MARIE.
 RJ0019'L A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT,
 RJ0019'IS AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, ON NORTH
 RJ0019'WALL OF THE MAC ARTHUR LOCK, ABOUT 330 FEET WEST OF THE CORPS
 RJ0019'OF ENGINEERS ADMINISTRATION BUILDING, 37.0 FEET SOUTHWEST OF LIGHT
 RJ0019'POLE NO. 183, BEING HIGHEST POINT OVER CENTER OF BRONZE DISC SET
 RJ0019'INTO THE CONCRETE.
 RJ0019
 RJ0019                          STATION RECOVERY (1983)
 RJ0019
 RJ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0019'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0019'MARIE, AT THE LOCK, A USE DISK SET ON TOP OF NORTH WALL OF MAC ARTHUR
 RJ0019'LOCK IN SEAWALL, ABOUT 100.58 METERS (330.0 FT) WEST OF THE CORPS
 RJ0019'ENGINEERS ADMIN. BUILDING, IN CENTER OF A YELLOW PAINTED CORPS
 RJ0019'ENGINEERS ADMINSTRATION BUILDING, IN CENTER OF A YELLOW PAINTED
 RJ0019'TRIANGLE, 11.3 METERS (37.0 FT) SOUTHWEST OF LIGHT POLE 181.
 RJ0019'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0599 ***********************************************************************
 QK0599  DESIGNATION -  LA FAYETTE USLS 1908
 QK0599  PID         -  QK0599
 QK0599  STATE/COUNTY-  MI/MACKINAC
 QK0599  USGS QUAD   -  
 QK0599
 QK0599                         *CURRENT SURVEY CONTROL
 QK0599  ___________________________________________________________________
 QK0599* NAD 83(1994)-  45 46 17.57941(N)    084 21 22.74889(W)     ADJUSTED  
 QK0599* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 QK0599  ___________________________________________________________________
 QK0599  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 QK0599  GEOID HEIGHT-         -36.20  (meters)                     GEOID03
 QK0599
 QK0599  HORZ ORDER  -  FIRST
 QK0599
 QK0599.The horizontal coordinates were established by classical geodetic methods
 QK0599.and adjusted by the National Geodetic Survey in February 1997..
 QK0599
 QK0599.The orthometric height was scaled from a topographic map.
 QK0599
 QK0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0599
 QK0599.The geoid height was determined by GEOID03.
 QK0599
 QK0599;                    North         East     Units Scale Factor Converg.
 QK0599;SPC MI N     -   113,263.487 8,205,579.524   MT  0.99994278   +1 54 39.0
 QK0599;SPC MI N     -   371,599.37 26,921,192.66   iFT  0.99994278   +1 54 39.0
 QK0599;UTM  16      - 5,072,064.785   705,545.280   MT  1.00011944   +1 53 42.1
 QK0599
 QK0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0599!SPC MI N     -   0.99997652  x   0.99994278  =   0.99991930
 QK0599!UTM  16      -   0.99997652  x   1.00011944  =   1.00009595
 QK0599
 QK0599:                Primary Azimuth Mark                     Grid Az
 QK0599:SPC MI N     -  MARTIN REEF LIGHTHOUSE USLS              043 43 41.7
 QK0599:UTM  16      -  MARTIN REEF LIGHTHOUSE USLS              043 44 38.6
 QK0599
 QK0599|---------------------------------------------------------------------|
 QK0599| PID    Reference Object                     Distance      Geod. Az  |
 QK0599|                                                           dddmmss.s |
 QK0599| QK0563 MARTIN REEF LIGHTHOUSE USLS         APPROX.22.5 KM 0453820.7 |
 QK0599| QK0600 BOIS BLANC LH USLS 1896             APPROX. 6.6 KM 3104959.3 |
 QK0599|---------------------------------------------------------------------|
 QK0599
 QK0599                          SUPERSEDED SURVEY CONTROL
 QK0599
 QK0599  NAD 83(1986)-  45 46 17.57012(N)    084 21 22.74759(W) AD(       ) 1
 QK0599  NAD 27      -  45 46 17.53900(N)    084 21 22.66100(W) AD(       ) 1
 QK0599
 QK0599.Superseded values are not recommended for survey control.
 QK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0599.See file dsdata.txt to determine how the superseded data were derived.
 QK0599
 QK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0554572065(NAD 83)
 QK0599_MARKER: Z = SEE DESCRIPTION
 QK0599_SETTING: 0 = UNSPECIFIED SETTING
 QK0599_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0599
 QK0599  HISTORY     - Date     Condition        Report By
 QK0599  HISTORY     - 1908     MONUMENTED       USLS
 QK0599  HISTORY     - 1961     SEE DESCRIPTION  USLS
 QK0599  HISTORY     - 1977     POOR             NGS
 QK0599  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QK0599
 QK0599                          STATION DESCRIPTION
 QK0599
 QK0599'DESCRIBED BY US LAKE SURVEY 1908
 QK0599'ON LA FAYETTE POINT, ON EAST END OF BOIS BLANC ISLAND, IN STRAITS OF
 QK0599'MACKINAC, ON LOW STONY RIDGE,
 QK0599'95 FEET EAST OF SHORE ROAD, 86 FEET SOUTHEAST OF 9-INCH PINE TREE,
 QK0599'48 FEET NORTHEAST OF TWO BIRCH
 QK0599'TREES, AND 13 FEET SOUTHWEST OF WHITE GRANITE
 QK0599'BOULDER.  MARKED BY BRASS SCREW IN TOP OF
 QK0599'CONCRETE POST 6 INCHES SQUARE, PROJECTING
 QK0599'6 INCHES ABOVE SURFACE OF GROUND AND MARKED U.S. 1908.
 QK0599
 QK0599                          STATION RECOVERY (1961)
 QK0599
 QK0599'RECOVERY NOTE BY US LAKE SURVEY 1961 (EFK)
 QK0599'HOW REACHED- ON MOST EASTERLY PORTION OF BOIS BLANC ISLAND.  FROM THE
 QK0599'FERRY BOAT LANDING DOCK
 QK0599'FOLLOW THE SHORE ROAD EASTERLY FOR 8.6 MILES TO A DRIVE ON RIGHT.
 QK0599'TURN RIGHT FOR 0.1 MILE TO A LOG CABIN
 QK0599'COTTAGE AND VICINITY OF THE STATION ON LAFAYETTE POINT.
 QK0599'
 QK0599'TOP OF MARK BROKE OFF.  6 INCH SQUARE MONUMENT BASE LEFT.
 QK0599
 QK0599                          STATION RECOVERY (1977)
 QK0599
 QK0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0599'THE STATION WAS RECOVERED.  THE TOP OF THE MONUMENT IS BROKEN OFF.
 QK0599'ALL REFERENCE TREES IN THE DESCRIPTION ARE GONE.  THE GRANITE
 QK0599'BOULDER IN THE DESCRIPTION REMAINS.  THE STATION WAS NOT RESET AT
 QK0599'THIS TIME.
 QK0599
 QK0599                          STATION RECOVERY (1995)
 QK0599
 QK0599'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1300 ***********************************************************************
 MC1300  DESIGNATION -  LA PLAISANCE CK BEACON 14
 MC1300  PID         -  MC1300
 MC1300  STATE/COUNTY-  MI/MONROE
 MC1300  USGS QUAD   -  ERIE (1979)
 MC1300
 MC1300                         *CURRENT SURVEY CONTROL
 MC1300  ___________________________________________________________________
 MC1300* NAD 83(1994)-  41 52 16.80234(N)    083 22 42.34979(W)     ADJUSTED  
 MC1300* NAVD 88     -                                                        
 MC1300  ___________________________________________________________________
 MC1300  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MC1300  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1300
 MC1300  HORZ ORDER  -  THIRD
 MC1300
 MC1300.The horizontal coordinates were established by classical geodetic methods
 MC1300.and adjusted by the National Geodetic Survey in February 1997..
 MC1300.No horizontal observational check was made to the station.
 MC1300
 MC1300
 MC1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1300
 MC1300.The geoid height was determined by GEOID03.
 MC1300
 MC1300;                    North         East     Units Scale Factor Converg.
 MC1300;SPC MI S     -    41,729.707 4,082,044.050   MT  1.00006197   +0 40 21.1
 MC1300;SPC MI S     -   136,908.49 13,392,532.97   iFT  1.00006197   +0 40 21.1
 MC1300;SPC OH N     -   245,197.780   527,073.432   MT  1.00003754   -0 34 37.5
 MC1300;UTM  17      - 4,638,225.986   302,621.455   MT  1.00007941   -1 35 16.9
 MC1300
 MC1300                          SUPERSEDED SURVEY CONTROL
 MC1300
 MC1300  NAD 83(1986)-  41 52 16.81872(N)    083 22 42.37128(W) AD(       ) 4
 MC1300  NAD 27      -  41 52 16.65620(N)    083 22 42.61343(W) AD(       ) 3
 MC1300
 MC1300.Superseded values are not recommended for survey control.
 MC1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1300.See file dsdata.txt to determine how the superseded data were derived.
 MC1300
 MC1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0262138226(NAD 83)
 MC1300
 MC1300  HISTORY     - Date     Condition        Report By
 MC1300  HISTORY     - 1975     MONUMENTED       USLS
 MC1300  HISTORY     - 1976     GOOD             NGS
 MC1300  HISTORY     - 1983     GOOD             USPSQD
 MC1300
 MC1300                          STATION DESCRIPTION
 MC1300
 MC1300'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1300'THE OBJECT IS AN UNLIGHTED DAYBEACON, MARKED TRIANGULATION STATION
 MC1300'14 ON A TRIANGULAR-SHAPED BOARD ATTACHED TO A WHITE STEEL POLE,
 MC1300'LOCATED ON THE NORTHERN SHORE AND AT THE ENTRANCE TO LA PLAISANCE
 MC1300'CREEK, BOLLES HARBOR, MONROE TOWNSHIP, MICHIGAN.  THE BEACON IS
 MC1300'ABOUT 15 FEET ABOVE THE WATER SURFACE AND IS LOCATED NEAR THE
 MC1300'INNER END OF A 400 METER RIPRAP STONE BREAKWALL.  THE POINT OF
 MC1300'INTERSECT WAS THE CENTER OF THE POLE AT ITS BASE.
 MC1300'
 MC1300'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM WILLOW
 MC1300'COE, 1974.
 MC1300
 MC1300                          STATION RECOVERY (1976)
 MC1300
 MC1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1300'THE OBJECT IS AN UNLIGHTED DAYBEACON, MARKED 14 ON A
 MC1300'TRIANGULAR-SHAPED BOARD ATTACHED TO A WHITE STEEL POLE, LOCATED ON
 MC1300'THE NORTHERN SHORE AND AT THE ENTRANCE TO LA PLAISANCE CREEK,
 MC1300'BOLLES HARBOR, MONROE TOWNSHIP, MICHIGAN.  THE BEACON IS ABOUT
 MC1300'15 FEET ABOVE THE WATER SURFACE AND IS LOCATED NEAR THE INNER
 MC1300'END OF A 400 METER RIPRAP STONE BREAKWALL.  THE POINT OF INTERSECT
 MC1300'WAS THE CENTER OF THE POLE AT ITS BASE.
 MC1300'
 MC1300'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM WILLOW COE,
 MC1300'1974.
 MC1300
 MC1300                          STATION RECOVERY (1983)
 MC1300
 MC1300'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1300'STATION FOUND GOOD.
 MC1300'
 MC1300'TRAVERSE INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1301 ***********************************************************************
 MC1301  DESIGNATION -  LA PLAISANCE CK INNER LT 15
 MC1301  PID         -  MC1301
 MC1301  STATE/COUNTY-  MI/MONROE
 MC1301  USGS QUAD   -  ERIE (1979)
 MC1301
 MC1301                         *CURRENT SURVEY CONTROL
 MC1301  ___________________________________________________________________
 MC1301* NAD 83(1994)-  41 52 19.64704(N)    083 22 45.33632(W)     ADJUSTED  
 MC1301* NAVD 88     -                                                        
 MC1301  ___________________________________________________________________
 MC1301  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MC1301  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 MC1301
 MC1301  HORZ ORDER  -  THIRD
 MC1301
 MC1301.The horizontal coordinates were established by classical geodetic methods
 MC1301.and adjusted by the National Geodetic Survey in February 1997..
 MC1301.No horizontal observational check was made to the station.
 MC1301
 MC1301
 MC1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1301
 MC1301.The geoid height was determined by GEOID03.
 MC1301
 MC1301;                    North         East     Units Scale Factor Converg.
 MC1301;SPC MI S     -    41,816.666 4,081,974.151   MT  1.00006173   +0 40 19.1
 MC1301;SPC MI S     -   137,193.79 13,392,303.65   iFT  1.00006173   +0 40 19.1
 MC1301;SPC OH N     -   245,286.240   527,005.448   MT  1.00003774   -0 34 39.5
 MC1301;UTM  17      - 4,638,315.635   302,555.039   MT  1.00007974   -1 35 19.0
 MC1301
 MC1301                          SUPERSEDED SURVEY CONTROL
 MC1301
 MC1301  NAD 83(1986)-  41 52 19.66347(N)    083 22 45.35789(W) AD(       ) 4
 MC1301  NAD 27      -  41 52 19.50098(N)    083 22 45.59977(W) AD(       ) 3
 MC1301
 MC1301.Superseded values are not recommended for survey control.
 MC1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1301.See file dsdata.txt to determine how the superseded data were derived.
 MC1301
 MC1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0255538316(NAD 83)
 MC1301_MARKER: 14 = NAVIGATION LIGHT
 MC1301
 MC1301  HISTORY     - Date     Condition        Report By
 MC1301  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1301  HISTORY     - 1976     GOOD             NGS
 MC1301  HISTORY     - 1983     GOOD             USPSQD
 MC1301
 MC1301                          STATION DESCRIPTION
 MC1301
 MC1301'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1301'THE OBJECT IS A FLASHING GREEN LIGHT ON THE TOP OF A WHITE STEEL
 MC1301'POLE AT THE ENTRANCE TO LA PLAISANCE CREEK AT BOLLES HARBOR,
 MC1301'MONROE TOWNSHIP.  IT IS AT THE OUTER END OF A CONCRETE WALK WHICH
 MC1301'RUNS ALONG THE SOUTHERN SHORE OF THE LA PLAISANCE CREEK TO ITS
 MC1301'MOUTH AT LAKE ERIE.  THE LIGHT IS ABOUT 15 FEET ABOVE THE WATER
 MC1301'SURFACE.  THE POINT OF INTERSECTION WAS THE CENTER OF THE LIGHT.
 MC1301'
 MC1301'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM WILLOW COE,
 MC1301'1974.
 MC1301
 MC1301                          STATION RECOVERY (1976)
 MC1301
 MC1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1301'THE OBJECT IS A FLASHING GREEN LIGHT ON THE TOP OF A WHITE STEEL POLE
 MC1301'AT THE ENTRANCE TO LA PLAISANCE CREEK AT BOLLES HARBOR, MONROE
 MC1301'TOWNSHIP.  IT IS AT THE OUTER END OF A CONCRETE WALK WHICH RUNS
 MC1301'ALONG THE SOUTHERN SHORE OF THE LA PLAISANCE CREEK TO ITS MOUTH AT
 MC1301'LAKE ERIE.  THE LIGHT IS ABOUT 15 FEET ABOVE THE WATER SURFACE.
 MC1301'THE POINT IF INTERSECTION WAS THE CENTER OF THE LIGHT.
 MC1301'
 MC1301'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM WILLOW COE,
 MC1301'1974.
 MC1301
 MC1301                          STATION RECOVERY (1983)
 MC1301
 MC1301'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1301'STATION FOUND GOOD.
 MC1301'
 MC1301'TRAVERSE INTER. STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1299 ***********************************************************************
 MC1299  DESIGNATION -  LA PLAISANCE CK OUTER LT 12
 MC1299  PID         -  MC1299
 MC1299  STATE/COUNTY-  MI/MONROE
 MC1299  USGS QUAD   -  ERIE (1979)
 MC1299
 MC1299                         *CURRENT SURVEY CONTROL
 MC1299  ___________________________________________________________________
 MC1299* NAD 83(1994)-  41 52 04.36523(N)    083 22 35.84989(W)     ADJUSTED  
 MC1299* NAVD 88     -                                                        
 MC1299  ___________________________________________________________________
 MC1299  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 MC1299  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 MC1299
 MC1299  HORZ ORDER  -  THIRD
 MC1299
 MC1299.The horizontal coordinates were established by classical geodetic methods
 MC1299.and adjusted by the National Geodetic Survey in February 1997..
 MC1299.No horizontal observational check was made to the station.
 MC1299
 MC1299
 MC1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1299
 MC1299.The geoid height was determined by GEOID03.
 MC1299
 MC1299;                    North         East     Units Scale Factor Converg.
 MC1299;SPC MI S     -    41,347.749 4,082,198.452   MT  1.00006302   +0 40 25.5
 MC1299;SPC MI S     -   135,655.34 13,393,039.54   iFT  1.00006302   +0 40 25.5
 MC1299;SPC OH N     -   244,812.555   527,219.464   MT  1.00003670   -0 34 33.2
 MC1299;UTM  17      - 4,637,838.228   302,760.673   MT  1.00007874   -1 35 12.1
 MC1299
 MC1299                          SUPERSEDED SURVEY CONTROL
 MC1299
 MC1299  NAD 83(1986)-  41 52 04.38136(N)    083 22 35.87116(W) AD(       ) 4
 MC1299  NAD 27      -  41 52 04.21887(N)    083 22 36.11413(W) AD(       ) 3
 MC1299
 MC1299.Superseded values are not recommended for survey control.
 MC1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1299.See file dsdata.txt to determine how the superseded data were derived.
 MC1299
 MC1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG0276137838(NAD 83)
 MC1299_MARKER: 14 = NAVIGATION LIGHT
 MC1299
 MC1299  HISTORY     - Date     Condition        Report By
 MC1299  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1299  HISTORY     - 1976     GOOD             NGS
 MC1299  HISTORY     - 1983     GOOD             USPSQD
 MC1299
 MC1299                          STATION DESCRIPTION
 MC1299
 MC1299'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1299'THE OBJECT IS A FLASHING RED LIGHT ON THE TOP OF A WHITE STEEL
 MC1299'POLE AT THE ENTRANCE OF LA PLAISANCE CREEK AT BOLLES HARBOR IN
 MC1299'MONROE TOWNSHIP.  IT IS AT THE OUTER END OF A 400 METER RIPRAP
 MC1299'STONE BREAKWALL WHICH EXTENDS SOUTHEAST FROM THE NORTHERN SHORE
 MC1299'OF LA PLAISANCE CREEK.  THE LIGHT IS ABOUT 15 FEET ABOVE THE
 MC1299'WATER.  THE POINT OF INTERSECTION WAS THE CENTER OF THE LIGHT.
 MC1299'
 MC1299'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM WILLOW COE,
 MC1299'1974.
 MC1299
 MC1299                          STATION RECOVERY (1976)
 MC1299
 MC1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1299'THE OBJECT IS A FLASHING RED LIGHT ON THE TOP OFA WHITE STEEL POLE
 MC1299'AT THE ENTRANCE OF LA PLAISANCE CREEK AT BOLLES HARBOR IN MONROE
 MC1299'TOWNSHIP.  IT IS AT THE OUTER END OF A 400 METER RIPRAP STONE
 MC1299'BREAKWALL WHICH EXTENDS SOUTHEAST FROM THE NORTHERN SHORE OF LA
 MC1299'PLAISANCE CREEK.  THE LIGHT IS ABOUT 15 FEET ABOVE THE WATER.
 MC1299'THE POINT INTERSECTION WAS THE CENTER OF THE LIGHT.
 MC1299'
 MC1299'STATION WAS POSITIONED DIRECTLY BY RANGE/AZIMUTH FROM WILLOW COE,
 MC1299'1974.
 MC1299
 MC1299                          STATION RECOVERY (1983)
 MC1299
 MC1299'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1299'STATION FOUND GOOD.
 MC1299'
 MC1299'TRIANGULATION INTER. STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0490 ***********************************************************************
 QL0490  DESIGNATION -  LABRA
 QL0490  PID         -  QL0490
 QL0490  STATE/COUNTY-  MI/MENOMINEE
 QL0490  USGS QUAD   -  WHITNEY (1989)
 QL0490
 QL0490                         *CURRENT SURVEY CONTROL
 QL0490  ___________________________________________________________________
 QL0490* NAD 83(1994)-  45 47 17.70514(N)    087 27 58.57482(W)     ADJUSTED  
 QL0490* NAVD 88     -       302.     (meters)     991.     (feet)  SCALED    
 QL0490  ___________________________________________________________________
 QL0490  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 QL0490  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 QL0490
 QL0490  HORZ ORDER  -  SECOND
 QL0490
 QL0490.The horizontal coordinates were established by classical geodetic methods
 QL0490.and adjusted by the National Geodetic Survey in February 1997..
 QL0490
 QL0490.The orthometric height was scaled from a topographic map.
 QL0490
 QL0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0490
 QL0490.The geoid height was determined by GEOID03.
 QL0490
 QL0490;                    North         East     Units Scale Factor Converg.
 QL0490;SPC MI N     -   111,797.957 7,963,745.972   MT  0.99994023   -0 20 13.3
 QL0490;SPC MI N     -   366,791.20 26,127,775.50   iFT  0.99994023   -0 20 13.3
 QL0490;UTM  16      - 5,070,626.912   463,758.109   MT  0.99961615   -0 20 03.2
 QL0490
 QL0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0490!SPC MI N     -   0.99995816  x   0.99994023  =   0.99989839
 QL0490!UTM  16      -   0.99995816  x   0.99961615  =   0.99957433
 QL0490
 QL0490|---------------------------------------------------------------------|
 QL0490| PID    Reference Object                     Distance      Geod. Az  |
 QL0490|                                                           dddmmss.s |
 QL0490| CJ5210 LABRA RM 1                           23.040 METERS 19610     |
 QL0490| CJ5211 LABRA RM 2                           23.514 METERS 28550     |
 QL0490|---------------------------------------------------------------------|
 QL0490
 QL0490                          SUPERSEDED SURVEY CONTROL
 QL0490
 QL0490  NAD 83(1986)-  45 47 17.70361(N)    087 27 58.57269(W) AD(       ) 2
 QL0490  NAD 27      -  45 47 17.83600(N)    087 27 58.10800(W) AD(       ) 2
 QL0490
 QL0490.Superseded values are not recommended for survey control.
 QL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0490.See file dsdata.txt to determine how the superseded data were derived.
 QL0490
 QL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR6375870627(NAD 83)
 QL0490_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QL0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0490
 QL0490  HISTORY     - Date     Condition        Report By
 QL0490  HISTORY     - 1954     MONUMENTED       CGS
 QL0490
 QL0490                          STATION DESCRIPTION
 QL0490
 QL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 QL0490'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF SPAULDING, AND ABOUT 9
 QL0490'1/2 MILES NORTHWEST OF BARK RIVER.
 QL0490'IT IS SET AT THE END OF A TRACK ROAD, 160 FEET EAST OF A TRIANGLE
 QL0490'BLAZED TREE, 27 FEET SOUTHWEST OF
 QL0490'A TRIANGLE BLAZED TREE, 21-1/2 FEET NORTHEAST OF A TRIANGLE
 QL0490'BLAZED TREE, AND 7-1/2 FEET WEST OF A WITNESS POST.
 QL0490'THE MARK PROJECTS 6 INCHES AND
 QL0490'THE DISK IS STAMPED LABRA 1954.
 QL0490'
 QL0490'REFERENCE MARK NO. 1 IS SET AT THE END OF A CLEARED LINE, AND 54 FEET
 QL0490'SOUTH OF A TRIANGLE BLAZED
 QL0490'TREE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED LABRA NO 1
 QL0490'1954.
 QL0490'
 QL0490'REFERENCE MARK NO. 2 IS 85 FEET EAST OF A TRIANGLE BLAZED TREE, AND
 QL0490'21 FEET NORTH OF A TRACK ROAD.
 QL0490'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LABRA NO 2 1954.
 QL0490'
 QL0490'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK.
 QL0490'
 QL0490'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS NO. 2 AND 41 IN THE
 QL0490'SOUTHWEST EDGE OF POWERS, GO
 QL0490'NORTH ON U.S. HIGHWAYS NO. 2 AND 41 FOR 1.0 MILE TO CROSSROADS.  TURN
 QL0490'LEFT AND GO NORTHERLY ON PAVED
 QL0490'ROAD FOR 1.85 MILE TO END OF PAVEMENT.  TURN LEFT AND GO NORTH
 QL0490'ON GRAVEL ROAD FOR 1.0 MILE TO RAILROAD
 QL0490'CROSSING.  CONTINUE NORTH ON GRAVEL ROAD FOR 3.0
 QL0490'MILES TO T ROAD.  TURN RIGHT AND GO EAST ON GRAVEL ROAD
 QL0490'FOR 0.15 MILE TO FARM HOUSE ON
 QL0490'LEFT.  TURN LEFT THROUG GATE AND FOLLOW TRACK ROAD BACK OF HOUSE AND
 QL0490'THROUGH MEADOW FOR 0.35 MILE TO
 QL0490'GATE.  PASS THROUGH GATE AND CONTINUE 0.3 MILE TO POLE GATE.
 QL0490'CONTINUE THROUGH GATE AND GO
 QL0490'0.45 MILE TO TWO TRIANGLE BLAZED TREES ON RIGHT.  TURN RIGHT AND
 QL0490'FOLLOW WOODS ROAD 0.05 MILE TO END OF
 QL0490'ROAD AND STATION AS DESCRIBED.
 QL0490'
 QL0490'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1613 ***********************************************************************
 NF1613  DESIGNATION -  LACEY ATT MICROWAVE
 NF1613  PID         -  NF1613
 NF1613  STATE/COUNTY-  MI/BARRY
 NF1613  USGS QUAD   -  BEDFORD (1985)
 NF1613
 NF1613                         *CURRENT SURVEY CONTROL
 NF1613  ___________________________________________________________________
 NF1613* NAD 83(1994)-  42 29 26.61054(N)    085 11 28.34183(W)     ADJUSTED  
 NF1613* NAVD 88     -                                                        
 NF1613  ___________________________________________________________________
 NF1613  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 NF1613  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1613
 NF1613  HORZ ORDER  -  THIRD
 NF1613
 NF1613.The horizontal coordinates were established by classical geodetic methods
 NF1613.and adjusted by the National Geodetic Survey in February 1997..
 NF1613
 NF1613
 NF1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1613
 NF1613.The geoid height was determined by GEOID03.
 NF1613
 NF1613;                    North         East     Units Scale Factor Converg.
 NF1613;SPC MI S     -   110,379.168 3,932,219.461   MT  0.99993042   -0 33 40.0
 NF1613;SPC MI S     -   362,136.38 12,900,982.48   iFT  0.99993042   -0 33 40.0
 NF1613;UTM  16      - 4,705,848.368   648,645.770   MT  0.99987186   +1 13 19.2
 NF1613
 NF1613                          SUPERSEDED SURVEY CONTROL
 NF1613
 NF1613  NAD 83(1986)-  42 29 26.61028(N)    085 11 28.35711(W) AD(       ) 4
 NF1613  NAD 27      -  42 29 26.47372(N)    085 11 28.36146(W) AD(       ) 3
 NF1613
 NF1613.Superseded values are not recommended for survey control.
 NF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1613.See file dsdata.txt to determine how the superseded data were derived.
 NF1613
 NF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN4864605848(NAD 83)
 NF1613_MARKER: 45 = MICROWAVE TOWER
 NF1613_SETTING: 0 = UNSPECIFIED SETTING
 NF1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1613+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF1613
 NF1613  HISTORY     - Date     Condition        Report By
 NF1613  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1613  HISTORY     - 19951103 GOOD             MI-015
 NF1613  HISTORY     - 19970311 GOOD             USPSQD
 NF1613  HISTORY     - 20040417 GOOD             USPSQD
 NF1613
 NF1613                          STATION DESCRIPTION
 NF1613
 NF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1613'THE STATION IS LOCATED IN THE TOWN OF LACEY 0.2
 NF1613'MILE SOUTH OF THE
 NF1613'JUNCTION OF LACEY ROAD AND NORTH AVENUE ON THE WEST
 NF1613'SIDE OF NORTH AVENUE.  IT IS ON LAND
 NF1613'OWNED BY AMERICAN TELEPHONE AND
 NF1613'TELEGRAPH COMPANY.
 NF1613'
 NF1613'THE STATION IS A FOUR LEGGED BRIDGED STEEL STRUCTURE PAINTED
 NF1613'ALTERNATE RED AND
 NF1613'WHITE AND HAS AN OVERALL HEIGHT OF 256 FEET.
 NF1613'
 NF1613'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 NF1613
 NF1613                          STATION RECOVERY (1995)
 NF1613
 NF1613'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC) THE STATION IS
 NF1613'LOCATED IN THE TOWN OF LACEY 0.2MI SOUTH OF THE JUNCTION OF LACEY ROAD
 NF1613'AND NORTH AVENUE.  IT IS ON LAND OWNED BY AMERICAN TELEPHONE AND
 NF1613'TELEGRAPH COMPANY.  THE STATION IS A FOUR LEGGED BRIGED STEEL
 NF1613'STRUCTURE PAINTED ALTERNATE RED AND WHITE AND HAS AN OVERALL HEIGHT OF
 NF1613'256 FT.  (78.0 M) THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
 NF1613
 NF1613                          STATION RECOVERY (1997)
 NF1613
 NF1613'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1613'RECOVERED IN GOOD CONDITION.
 NF1613
 NF1613                          STATION RECOVERY (2004)
 NF1613
 NF1613'RECOVERY NOTE BY US POWER SQUADRON 2004 (AVB)
 NF1613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0507 ***********************************************************************
 RK0507  DESIGNATION -  LACLAIRE
 RK0507  PID         -  RK0507
 RK0507  STATE/COUNTY-  MI/DELTA
 RK0507  USGS QUAD   -  ROCK SE (1985)
 RK0507
 RK0507                         *CURRENT SURVEY CONTROL
 RK0507  ___________________________________________________________________
 RK0507* NAD 83(1994)-  46 05 11.75338(N)    087 04 51.41068(W)     ADJUSTED  
 RK0507* NAVD 88     -       272.     (meters)     892.     (feet)  SCALED    
 RK0507  ___________________________________________________________________
 RK0507  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 RK0507  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0507
 RK0507  HORZ ORDER  -  SECOND
 RK0507
 RK0507.The horizontal coordinates were established by classical geodetic methods
 RK0507.and adjusted by the National Geodetic Survey in February 1997..
 RK0507
 RK0507.The orthometric height was scaled from a topographic map.
 RK0507
 RK0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0507
 RK0507.The geoid height was determined by GEOID03.
 RK0507
 RK0507;                    North         East     Units Scale Factor Converg.
 RK0507;SPC MI N     -   144,853.221 7,993,739.908   MT  0.99990882   -0 03 30.6
 RK0507;SPC MI N     -   475,240.23 26,226,180.80   iFT  0.99990882   -0 03 30.6
 RK0507;UTM  16      - 5,103,672.399   493,741.840   MT  0.99960048   -0 03 29.9
 RK0507
 RK0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0507!SPC MI N     -   0.99996282  x   0.99990882  =   0.99987165
 RK0507!UTM  16      -   0.99996282  x   0.99960048  =   0.99956332
 RK0507
 RK0507:                Primary Azimuth Mark                     Grid Az
 RK0507:SPC MI N     -  LACLAIRE AZ MK                           091 14 20.6
 RK0507:UTM  16      -  LACLAIRE AZ MK                           091 14 19.9
 RK0507
 RK0507|---------------------------------------------------------------------|
 RK0507| PID    Reference Object                     Distance      Geod. Az  |
 RK0507|                                                           dddmmss.s |
 RK0507| CJ3189 LACLAIRE AZ MK                                     0911050.0 |
 RK0507| CJ3190 LACLAIRE RM 1                        25.926 METERS 09140     |
 RK0507| CJ3191 LACLAIRE RM 2                        24.033 METERS 22455     |
 RK0507|---------------------------------------------------------------------|
 RK0507
 RK0507                          SUPERSEDED SURVEY CONTROL
 RK0507
 RK0507  NAD 83(1986)-  46 05 11.74992(N)    087 04 51.40786(W) AD(       ) 2
 RK0507  NAD 27      -  46 05 11.90900(N)    087 04 50.89700(W) AD(       ) 2
 RK0507
 RK0507.Superseded values are not recommended for survey control.
 RK0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0507.See file dsdata.txt to determine how the superseded data were derived.
 RK0507
 RK0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS9374203672(NAD 83)
 RK0507_MARKER: DS = TRIANGULATION STATION DISK
 RK0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0507
 RK0507  HISTORY     - Date     Condition        Report By
 RK0507  HISTORY     - 1955     MONUMENTED       CGS
 RK0507
 RK0507                          STATION DESCRIPTION
 RK0507
 RK0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0507'THE STATION IS LOCATED IN SECTION 29, T.43N., R.22W., ABOUT 7 MILES
 RK0507'NORTH OF PERKINS, 4 MILES NORTHEAST OF ROCK, ON THE NORTH SIDE OF
 RK0507'DELTA COUNTY HIGHWAY 432, NORTH OF THE NORTHEAST CORNER OF A
 RK0507'CULTIVATED FIELD ON PROPERTY OF MR. DONA LACLAIRE.
 RK0507'
 RK0507'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 RK0507'HIGHWAY 67 AT THE WEST EDGE OF TRENARY, GO SOUTH ON U.S. HIGHWAY 41
 RK0507'FOR 5.55 MILES TO A GRAVEL ROAD RIGHT WHICH IS DELTA COUNTY HIGHWAY
 RK0507'432.  TURN RIGHT, GO WEST, SOUTH AND WEST ON DELTA COUNTY HIGHWAY
 RK0507'432 FOR 6.3 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST
 RK0507'0.3 MILE TO THE STATION ON THE RIGHT.
 RK0507'
 RK0507'THE STATION MARK, A STANDARD DISK STAMPED LACLAIRE 1955 IS SET IN A
 RK0507'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, IS 31 FEET NORTH OF THE
 RK0507'CENTER LINE OF DELTA COUNTY HIGHWAY 432, 14 FEET EAST OF AN 18 INCH
 RK0507'ELM TREE WHICH HAS A TRIANGLE BLAZE ON THE SOUTH SIDE AND 6 FEET
 RK0507'NORTH OF A WHITE WITNESS POST.
 RK0507'
 RK0507'REFERENCE MARK 1, A STANDARD DISK STAMPED LACLAIRE NO 1 1955 IS SET
 RK0507'IN A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS 24 FEET NORTH
 RK0507'OF THE CENTER LINE OF DELTA COUNTY HIGHWAY 432.
 RK0507'
 RK0507'REFERENCE MARK 2, A STANDARD DISK STAMPED LACLAIRE NO 2 1955 IS SET
 RK0507'IN A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES, IS 21 FEET SOUTH OF
 RK0507'THE CENTER LINE OF DELTA COUNTY HIGHWAY 432 AND 18 INCHES SOUTHEAST
 RK0507'OF A POWER LINE POLE.
 RK0507'
 RK0507'THE AZIMUTH MARK, A STANDARD DISK STAMPED LACLAIRE 1955 IS SET IN A
 RK0507'CONCRETE MONUMENT WHICH PROJECTS 8 INCHES, IS 30 FEET SOUTH OF THE
 RK0507'CENTER LINE OF DELTA COUNTY HIGHWAY 432, 8 FEET WEST OF THE CENTER
 RK0507'LINE OF A TRACK ROAD, 3 FEET SOUTH OF A WHITE WITNESS POST UNDER A
 RK0507'POWER LINE.
 RK0507'
 RK0507'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0548 ***********************************************************************
 OJ0548  DESIGNATION -  LAFAYETTE USLS
 OJ0548  PID         -  OJ0548
 OJ0548  STATE/COUNTY-  MI/BAY
 OJ0548  USGS QUAD   -  BAY CITY (1973)
 OJ0548
 OJ0548                         *CURRENT SURVEY CONTROL
 OJ0548  ___________________________________________________________________
 OJ0548* NAD 83(1986)-  43 34 48.     (N)    083 53 54.     (W)     SCALED    
 OJ0548* NAVD 88     -       181.668  (meters)     596.02   (feet)  ADJUSTED  
 OJ0548  ___________________________________________________________________
 OJ0548  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OJ0548  DYNAMIC HT  -         181.633 (meters)     595.91  (feet)  COMP
 OJ0548  MODELED GRAV-     980,419.0   (mgal)                       NAVD 88
 OJ0548
 OJ0548  VERT ORDER  -  FIRST     CLASS 0
 OJ0548
 OJ0548.The horizontal coordinates were scaled from a topographic map and have
 OJ0548.an estimated accuracy of +/- 6 seconds.
 OJ0548
 OJ0548.The orthometric height was determined by differential leveling
 OJ0548.and adjusted by the National Geodetic Survey in June 1991..
 OJ0548
 OJ0548.The geoid height was determined by GEOID03.
 OJ0548
 OJ0548.The dynamic height is computed by dividing the NAVD 88
 OJ0548.geopotential number by the normal gravity value computed on the
 OJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0548.degrees latitude (g = 980.6199 gals.).
 OJ0548
 OJ0548.The modeled gravity was interpolated from observed gravity values.
 OJ0548
 OJ0548;                    North         East    Units  Estimated Accuracy
 OJ0548;SPC MI S     -   231,160.    4,037,830.      MT  (+/- 180 meters Scaled)
 OJ0548
 OJ0548                          SUPERSEDED SURVEY CONTROL
 OJ0548
 OJ0548  NGVD 29 (??/??/92)  181.814  (m)          596.50   (f) ADJ UNCH    1 0
 OJ0548
 OJ0548.Superseded values are not recommended for survey control.
 OJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0548.See file dsdata.txt to determine how the superseded data were derived.
 OJ0548
 OJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ659293(NAD 83)
 OJ0548_MARKER: Q = CHISELED SQUARE
 OJ0548_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0548_SP_SET: ABUTMENT
 OJ0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0548
 OJ0548  HISTORY     - Date     Condition        Report By
 OJ0548  HISTORY     - 1960     MONUMENTED       USLS
 OJ0548  HISTORY     - 1976     GOOD             NOS
 OJ0548  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0548  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OJ0548
 OJ0548                          STATION DESCRIPTION
 OJ0548
 OJ0548'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0548'IN BAY.
 OJ0548'ABOUT 1.5 MILES SOUTH OF THE POST OFFICE IN BAY CITY, ON THE SOUTHEAST
 OJ0548'CONCRETE ABUTMENT OF THE LAFAYETTE ST. BRIDGE OVER THE SAGINAW RIVER,
 OJ0548'19.9 FT. SOUTH CENTERLINE OF LAFAYETTE ST., BEING HIGHEST POINT IN A
 OJ0548'SQUARE FORMED BY TWO CHISELED LINES AND THE BEVELED EDGES OF THE
 OJ0548'ABUTMENT.
 OJ0548
 OJ0548                          STATION RECOVERY (1983)
 OJ0548
 OJ0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0548'MARK NOT FOUND.
 OJ0548
 OJ0548                          STATION RECOVERY (1997)
 OJ0548
 OJ0548'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0548'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0313 ***********************************************************************
 PK0313  DESIGNATION -  LAIDLAW
 PK0313  PID         -  PK0313
 PK0313  STATE/COUNTY-  MI/IOSCO
 PK0313  USGS QUAD   -  TAWAS CITY (1989)
 PK0313
 PK0313                         *CURRENT SURVEY CONTROL
 PK0313  ___________________________________________________________________
 PK0313* NAD 83(1994)-  44 18 30.06057(N)    083 36 00.67367(W)     ADJUSTED  
 PK0313* NAVD 88     -       232.5    (meters)     763.     (feet)  VERTCON   
 PK0313  ___________________________________________________________________
 PK0313  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 PK0313  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0313
 PK0313  HORZ ORDER  -  FIRST
 PK0313
 PK0313.The horizontal coordinates were established by classical geodetic methods
 PK0313.and adjusted by the National Geodetic Survey in February 1997..
 PK0313
 PK0313.The NAVD 88 height was computed by applying the VERTCON shift value to
 PK0313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PK0313
 PK0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0313
 PK0313.The geoid height was determined by GEOID03.
 PK0313
 PK0313;                    North         East     Units Scale Factor Converg.
 PK0313;SPC MI C     -   110,486.483 6,061,154.605   MT  0.99997369   +0 32 29.2
 PK0313;SPC MI C     -   362,488.46 19,885,677.84   iFT  0.99997369   +0 32 29.2
 PK0313;UTM  17      - 4,909,409.782   292,613.176   MT  1.00012897   -1 49 00.9
 PK0313
 PK0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0313!SPC MI C     -   0.99996906  x   0.99997369  =   0.99994275
 PK0313!UTM  17      -   0.99996906  x   1.00012897  =   1.00009803
 PK0313
 PK0313:                Primary Azimuth Mark                     Grid Az
 PK0313:SPC MI C     -  AU GRES MUNICIPAL TANK                   193 09 03.8
 PK0313:UTM  17      -  AU GRES MUNICIPAL TANK                   195 30 33.9
 PK0313
 PK0313|---------------------------------------------------------------------|
 PK0313| PID    Reference Object                     Distance      Geod. Az  |
 PK0313|                                                           dddmmss.s |
 PK0313| PK0319 AU GRES MUNICIPAL TANK              APPROX.29.6 KM 1934133.0 |
 PK0313| PK0323 HALE                                APPROX.16.3 KM 2714837.1 |
 PK0313|---------------------------------------------------------------------|
 PK0313
 PK0313                          SUPERSEDED SURVEY CONTROL
 PK0313
 PK0313  NAD 83(1986)-  44 18 30.04795(N)    083 36 00.68223(W) AD(       ) 1
 PK0313  NAD 27      -  44 18 29.98588(N)    083 36 00.75741(W) AD(       ) 1
 PK0313  NGVD 29 (07/19/86)  232.7    (m)          763.     (f) VERT ANG       
 PK0313
 PK0313.Superseded values are not recommended for survey control.
 PK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0313.See file dsdata.txt to determine how the superseded data were derived.
 PK0313
 PK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKK9261309410(NAD 83)
 PK0313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PK0313
 PK0313  HISTORY     - Date     Condition        Report By
 PK0313  HISTORY     - 1906     MONUMENTED       USLS
 PK0313  HISTORY     - 1932     SEE DESCRIPTION  CGS
 PK0313  HISTORY     - 1960     SEE DESCRIPTION  USLS
 PK0313  HISTORY     - 1980     GOOD             MIDH
 PK0313  HISTORY     - 1981     GOOD             NGS
 PK0313  HISTORY     - 1988     GOOD             USPSQD
 PK0313
 PK0313                          STATION DESCRIPTION
 PK0313
 PK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PK0313'ABOUT 4 MILES NORTHWEST OF TAWAS CITY, IN SOUTHWEST PART OF SEC. 9,
 PK0313'T. 22 N., R. 7 E., TAWAS TOWNSHIP,
 PK0313'702 FEET FROM SECTION CORNER, MARKED BY 3-INCH BRASS DISK IN CONCRETE
 PK0313'MONUMENT, ON BEARING N. 80 DEG.
 PK0313'E., 82 FEET NORTH BY WEST OF TRIANGULAR-BLAZED
 PK0313'18-INCH NORWAY PINE, AND 48.5 FEET SOUTHWEST OF
 PK0313'TRANGULAR-BLAZED 7-INCH WHITE
 PK0313'PINE.  MARKED BY DOUBLE CONCRETE MONUMENTS, BOTH INSCRIBED U. S.
 PK0313'L. S. 1906.  UPPER MARK
 PK0313'PROJECTS 7 INCHES ABOVE GROUND.
 PK0313
 PK0313                          STATION RECOVERY (1960)
 PK0313
 PK0313'RECOVERY NOTE BY US LAKE SURVEY 1960 (GCR)
 PK0313'THE STATION MARK AND TWO REFERENCE MARKS WERE RECOVERED AND FOUND IN
 PK0313'GOOD CONDITION.  THE
 PK0313'DISTANCE AND DIRECTION TO REFERENCE MARKS WERE TAKEN BY THIS PARTY
 PK0313'AND ARE LISTED BELOW.
 PK0313'
 PK0313'A COMPLETE DISCRIPTION FOLLOWS-
 PK0313'
 PK0313'THE STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF OSCADA, 4 MILES
 PK0313'NORTHWEST OF TAWAS CITY,
 PK0313'ABOUT 2 MILES NORTH OF STATE HIGHWAY 55 AND ON PROPERTY OWNED BY W.J.
 PK0313'LAIDLEW.
 PK0313'
 PK0313'TO REACH THE STATION FROM THE POST OFFICE IN TAWAS CITY, GO NORTHEAST
 PK0313'ON U.S.  HIGHWAY 23 FOR
 PK0313'0.55 MILE TO STATE HIGHWAY 55, TURN LEFT AND GO WESTERLY ON STATE
 PK0313'HIGHWAY 55 FOR 1.8 MILES TO A
 PK0313'ANGLING CROSSROAD, TURN RIGHT AND FOLLOW SURFACED
 PK0313'ROAD NORTHWEST FOR 3.5 MILES TO END OF SURFACED
 PK0313'ROAD AND DIRT SIDE ROAD LEFT, TURN
 PK0313'LEFT AND GO WEST FOR 0.5 MILE TO WHERE MAIN ROAD TURN LEFT, TURN
 PK0313'LEFT AND GO SOUTH FOR 0.25 MILE
 PK0313'TO FORK, KEEP RIGHT AND CONTINUE SOUTH ON TRACK ROAD FOR 0.25 MILE TO
 PK0313'SECTION MARKER, (WHICH IS
 PK0313'PAINTED RED), TURN LEFT AND FOLLOW TRACK ROAD EAST FOR
 PK0313'0.15 MILE TO A T INTERSECTION, TURN LEFT AND
 PK0313'GO NORTH FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED.
 PK0313'
 PK0313'STATION MARK IS A U.S. LAKE SURVEY TRIANGULATION DISK SET IN THE TOP
 PK0313'OF A 14 INCH SQUARE
 PK0313'CONCRETE POST WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 PK0313'LAIDLAW 1906, THE CENTER OF
 PK0313'DISK IS MARKED BY A CROSS.  THE MARK IS 193.5 FEET
 PK0313'SOUTHEAST OF THE SOUTHEAST CORNER OF A BROWN
 PK0313'COTTAGE, 82.5 FEET NORTH OF A 18 INCH
 PK0313'TRIANGLE BLAZED PINE TREE, 28.6 FEET EAST OF A TRIANGLE BLAZED
 PK0313'TWIN OAK TREE, 28 FEET WEST
 PK0313'OF THE CENTER OF A TRACK ROAD AND 26 FEET SOUTH OF A TRIANGLE BLAZED
 PK0313'TWIN OAK TREE.
 PK0313'
 PK0313'REFERENCE MARK 1 IS A U.S. LAKE SURVEY REFERENCE DISK SET IN THE TOP
 PK0313'OF A 6 INCH ROUND
 PK0313'CONCRETE FILLED PIPE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PK0313'STAMPED LAIDLAW REF 1 1935.
 PK0313'THE MARK IS 21.6 FEET WEST OF A TRIANGLE BLAZED PINE
 PK0313'TREE, 9.4 FEET EAST OF A TRIANGLE BLAZED TWIN
 PK0313'OAK TREE AND 6 FEET WEST OF THE CENTER OF A TRACK ROAD.
 PK0313'
 PK0313'REFERENCE MARK 2 IS A U.S. LAKE SURVEY REFERENCE DISK SET IN THE TOP
 PK0313'OF A 6 INCH ROUND
 PK0313'CONCRETE FILLED PIPE WHICH PROJECTS ABOUT 6 INCHES AND THE DISK IS
 PK0313'STAMPED LAIDLAW REF 2 1935.
 PK0313'THE MARK IS 55.6 FEET NORTH OF A TRIANGLE BLAZED
 PK0313'18 INCH PINE TREE, 47.5 FEET EAST-SOUTHEAST OF
 PK0313'A TRIANGLE BLAZED TWIN OAK TREE,
 PK0313'46.5 FEET SOUTH OF A TRIANGLE BLAZED TWIN OAK TREE AND 9.6 FEET
 PK0313'WEST OF THE CENTER OF TRACK ROAD.
 PK0313'
 PK0313'NO AZIMUTH MARK WAS SET AT THIS STATION BECAUSE OF WOODS AREA.
 PK0313
 PK0313                          STATION RECOVERY (1980)
 PK0313
 PK0313'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PK0313'THE STATION MARK AND REFERENCE 1 AND 2 WERE FOUND IN GOOD CONDITION.
 PK0313'THE DISTANCE AND DIRECTIONS WERE NOT MEASURED AT THIS TIME.  THE 1978
 PK0313'STATION DESCRIPTION IS GOOD.
 PK0313
 PK0313                          STATION RECOVERY (1981)
 PK0313
 PK0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0313'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PK0313'CONDITION. THE DIRECTION BETWEEN THE REFERENCE MARKS CHECKED.
 PK0313'THE DISTANCE TO REFERENCE MARK 1 CHECKED. A DIFFERENCE OF
 PK0313'0.023 METER SHORTER WAS NOTED IN THE DISTANCE TO REFERENCE MARK 2.
 PK0313'NO SUITABLE LOCATION FOR AN AZIMUTH MARK. A COMPLETE DESCRIPTION
 PK0313'FOLLOWS.
 PK0313'
 PK0313'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) SOUTHWEST OF OSCODA,
 PK0313'6.4 KM (4 MI) NORTHWEST OF TAWAS CITY AND IN THE SW1/4,S9,T22N,
 PK0313'R7E OF TAWAS TOWNSHIP.
 PK0313'OWNERSHIP--MR. HARROLD HARTLEY, 2162 CIRCULAR ROAD,
 PK0313'TOLEDO OH 43614, TELEPHONE 419-382-3767.
 PK0313'
 PK0313'TO REACH THE STATION FROM THE POST OFFICE IN TAWAS CITY, GO NORTH
 PK0313'ON U.S. HIGHWAY 23 FOR 0.9 KM (0.55 MI) TO THE JUNCTION OF STATE
 PK0313'HIGHWAY 55. TURN LEFT AND GO WEST ON STATE HIGHWAY 55 FOR 3.0 KM
 PK0313'(1.9 MI) TO AN ANGLING CROSSROAD. TURN RIGHT AND GO NORTHWEST
 PK0313'ON PLANCK ROAD 5.6 KM (3.5 MI) TO A DIRT SIDE ROAD LEFT. TURN LEFT
 PK0313'AND GO WEST ON OLD STATE ROAD FOR 0.8 KM (0.5 MI) TO WHERE THE
 PK0313'ROAD TURNS SOUTH. GO SOUTH ON THE MAIN ROAD FOR 0.4 KM (0.25 MI)
 PK0313'TO A SAND CROSSROAD. TURN LEFT AND GO EAST FOR 0.2 KM (0.15 MI)
 PK0313'TO A DIM FORK. BEAR RIGHT AND GO SOUTHERLY FOR 0.4 KM (0.25 MI) TO
 PK0313'A FENCE AND THE STATION ON THE RIGHT.
 PK0313'
 PK0313'THE STATION IS A STANDARD USLS DISK
 PK0313'STAMPED---LAIDLAW 1906---,
 PK0313'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PK0313'PROJECTING 8 CM ABOVE THE GROUND.  IT IS LOCATED
 PK0313'8.5 METERS (28 FT) WEST FROM THE CENTER OF A WOODS ROAD,
 PK0313'4.5 METERS (14.8 FT) NORTH FROM A FENCE AND
 PK0313'1.5 METERS (5 FT) SOUTHEAST FROM A METAL WITNESS POST.
 PK0313'THE UNDERGROUND MARK IS MENTIONED IN THE OLD DATA.
 PK0313'
 PK0313'REFERENCE MARK NUMBER 01 IS A STANDARD USLS DISK
 PK0313'STAMPED---LAIDLAW REF 2 1935---,
 PK0313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 PK0313'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PK0313'1.8 METERS (6 FT) SOUTH FROM A FENCE AND
 PK0313'0.5 METER (1.8 FT) EAST FROM A METAL WITNESS POST.
 PK0313'MARK IS BELOW STATION 0.3 METERS.
 PK0313'
 PK0313'REFERENCE MARK NUMBER 02 IS A STANDARD USLS DISK
 PK0313'STAMPED---LAIDLAW REF 1 1935---,
 PK0313'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 15 CM IN DIAMETER
 PK0313'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PK0313'12.5 METERS (41 FT) NORTH FROM A FENCE,
 PK0313'1.7 METERS (5.5 FT) WEST FROM THE CENTER OF THE WOODS ROAD AND
 PK0313'0.7 METER (2.3 FT) EAST FROM A METAL WITNESS POST.
 PK0313'MARK IS BELOW STATION 0.3 METERS.
 PK0313'
 PK0313'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 30.1 METERS.
 PK0313
 PK0313                          STATION RECOVERY (1988)
 PK0313
 PK0313'RECOVERY NOTE BY US POWER SQUADRON 1988 (ES)
 PK0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1322 ***********************************************************************
 NF1322  DESIGNATION -  LAINGSBURG
 NF1322  PID         -  NF1322
 NF1322  STATE/COUNTY-  MI/SHIAWASSEE
 NF1322  USGS QUAD   -  LAINGSBURG (1972)
 NF1322
 NF1322                         *CURRENT SURVEY CONTROL
 NF1322  ___________________________________________________________________
 NF1322* NAD 83(1994)-  42 53 56.16751(N)    084 17 12.64789(W)     ADJUSTED  
 NF1322* NAVD 88     -       258.9    (meters)     849.     (feet)  VERTCON   
 NF1322  ___________________________________________________________________
 NF1322  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 NF1322  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF1322
 NF1322  HORZ ORDER  -  FIRST
 NF1322
 NF1322.The horizontal coordinates were established by classical geodetic methods
 NF1322.and adjusted by the National Geodetic Survey in February 1997..
 NF1322
 NF1322.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1322
 NF1322.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1322
 NF1322.The geoid height was determined by GEOID03.
 NF1322
 NF1322;                    North         East     Units Scale Factor Converg.
 NF1322;SPC MI S     -   155,393.244 4,006,518.652   MT  0.99990691   +0 03 15.6
 NF1322;SPC MI S     -   509,820.35 13,144,746.23   iFT  0.99990691   +0 03 15.6
 NF1322;UTM  16      - 4,753,163.345   721,512.960   MT  1.00020369   +1 50 51.4
 NF1322
 NF1322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1322!SPC MI S     -   0.99996459  x   0.99990691  =   0.99987151
 NF1322!UTM  16      -   0.99996459  x   1.00020369  =   1.00016828
 NF1322
 NF1322:                Primary Azimuth Mark                     Grid Az
 NF1322:SPC MI S     -  OWOSSO MANUFACTURING CO TANK             036 33 34.6
 NF1322:UTM  16      -  OWOSSO MANUFACTURING CO TANK             034 45 58.8
 NF1322
 NF1322|---------------------------------------------------------------------|
 NF1322| PID    Reference Object                     Distance      Geod. Az  |
 NF1322|                                                           dddmmss.s |
 NF1322| NF1271 OWOSSO MANUFACTURING CO TANK        APPROX.13.8 KM 0363650.2 |
 NF1322| NF1273 OWOSSO AMER MALLEABLE CO TANK       APPROX.14.0 KM 0412753.7 |
 NF1322| NF1268 OWOSSO WEATHERPROOF BODY TANK       APPROX.13.9 KM 0415624.4 |
 NF1322| NF1243 CORUNNA WEATHERPROOF BODY TANK      APPROX.16.3 KM 0583912.0 |
 NF1322| NF1267 PITTSBURG WHITE CHURCH STEEPLE      APPROX. 5.4 KM 0972915.5 |
 NF1322| NF1240 BANCROFT WATER TANK                 APPROX.18.4 KM 0980429.3 |
 NF1322| NF1253 PERRY WATER TANK                    APPROX.10.0 KM 1460333.7 |
 NF1322| NF1327 LAINGSBURG AZ MK 1976               365.299 METERS 18235     |
 NF1322| NF1325 LAINGSBURG 1932 RM 1                 29.834 METERS 19421     |
 NF1322| NF1301 OKEMOS COUNTY FARM WATER TANK       APPROX.24.8 KM 2033149.9 |
 NF1322| NF1303 EAST LANSING MICH ST U N STK        APPROX.24.5 KM 2201450.7 |
 NF1322| NF1476 LANSING CITY POWER PLT SE STK       APPROX.29.9 KM 2275757.0 |
 NF1322| NF1475 LANSING CITY POWER PLT NW STK       APPROX.29.9 KM 2280224.1 |
 NF1322| NF1473 LANSING OLDS MOTOR CO STACK         APPROX.29.9 KM 2284842.1 |
 NF1322| NF1470 LANSING STATE CAPITOL DOME          APPROX.28.6 KM 2301128.9 |
 NF1322| NF1323 LAINGSBURG ST CATHERINE CH          APPROX. 5.3 KM 2645110.6 |
 NF1322| NF1324 LAINGSBURG RM 3 1970                 23.081 METERS 30420     |
 NF1322| CH0359 LAINGSBURG RM 2                      31.852 METERS 31229     |
 NF1322|---------------------------------------------------------------------|
 NF1322
 NF1322                          SUPERSEDED SURVEY CONTROL
 NF1322
 NF1322  NAD 83(1986)-  42 53 56.16647(N)    084 17 12.66733(W) AD(       ) 1
 NF1322  NAD 27      -  42 53 56.05017(N)    084 17 12.77611(W) AD(       ) 1
 NF1322  NGVD 29 (07/19/86)  259.0    (m)          850.     (f) VERT ANG       
 NF1322
 NF1322.Superseded values are not recommended for survey control.
 NF1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1322.See file dsdata.txt to determine how the superseded data were derived.
 NF1322
 NF1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2151353163(NAD 83)
 NF1322_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NF1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1322+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 NF1322
 NF1322  HISTORY     - Date     Condition        Report By
 NF1322  HISTORY     - 1932     MONUMENTED       CGS
 NF1322  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NF1322  HISTORY     - 1976     GOOD             NGS
 NF1322  HISTORY     - 1977     SEE DESCRIPTION  NGS
 NF1322  HISTORY     - 20010418 GOOD             LOCENG
 NF1322
 NF1322                          STATION DESCRIPTION
 NF1322
 NF1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1322'ABOUT 9 MILES SOUTHWEST OF OWOSSO, 3-1/4 MILES EAST AND 1/2 MILE
 NF1322'NORTH OF LAINGSBURG, ON PROPERTY KNOWN AS THE
 NF1322'FULLER FARM AND OWNED BY ESTATE ADMINISTERED BY WARD SMITH,
 NF1322'IN LANE LEADING FROM ROAD TO
 NF1322'EAST BARN OF FARM, 1.5 FEET WEST OF FENCE IN LINE WITH
 NF1322'WEST SIDE OF BARN, 10 FEET SOUTH OF SOUTH SIDE
 NF1322'OF BARN, AND 108 FEET EAST OF NORTHEAST
 NF1322'CORNER OF HOUSE.  TO REACH FROM OWOSSO, FOLLOW ROUTE M-47 SOUTH
 NF1322'TO JUNCTION WITH ROUTE
 NF1322'M-104 AT PITTSBURG, PROCEED WEST 1.1 MILES OON ROUTE M-104 TO
 NF1322'POINT WHERE ROUTE M-104
 NF1322'DEFLECTS TO LEFT, CONTINUE STRAIGHT WEST 2-1/4 MILES TO
 NF1322'T-INTERSECTION, GO EAST ABOUT 25 FEET TO
 NF1322'LANE LEADING NORTH TO BARN, AND FOLLOW
 NF1322'TO STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE
 NF1322'STANDARD DISK STATION MARKS
 NF1322'IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 3 INCHES.
 NF1322'REFERENCE AND AZIMUTH
 NF1322'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 1UA.  NO. 1
 NF1322'PROJECTS 6 INCHES, IS IN LANE,
 NF1322'38 FEET NORTH OF CENTER LINE OF ROAD, 24.5 FEET EAST OF 18-
 NF1322'INCH WALNUT TREE, 97.5 FEET SOUTHEAST OF
 NF1322'SOUTHEAST CORNER OF HOUSE, AND 97.88
 NF1322'FEET FROM STATION IN AZIMUTH 14 DEG 21 MIN.  NO. 2 PROJECTS
 NF1322'5 INCHES, IS 1 FOOT SOUTH OF FENCE,
 NF1322'76.5 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF BARN, 87 FEET
 NF1322'NORTHEAST OF NORTHEAST CORNER
 NF1322'OF HOUSE, AND 104.44 FEET FROM STATION IN AZIMUTH 132 DEG 28 MIN.
 NF1322'AZIMUTH MARK PROJECTS 6 INCHES, IS
 NF1322'ON RIGHT-OF-WAY OF COUNTY ROAD, 26 FEET WEST
 NF1322'OF CENTER LINE OF ROAD, 28.5 FEET NORTH OF NORTH END
 NF1322'OF GATE, ABOUT 200 YARDS NORTH
 NF1322'OF LARGE RED BARN, DIRECTLY ACROSS ROAD FROM MOST NORTHERLY OF TWO
 NF1322'24-INCH OAK TREES, AND
 NF1322'APPROXIMATELY 0.2 MILE FROM STATION IN AZIMUTH 2 DEG 35 MIN 03 SEC.
 NF1322
 NF1322                          STATION RECOVERY (1970)
 NF1322
 NF1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1322'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 NF1322'WERE RECOVERED IN
 NF1322'GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK 2 WAS
 NF1322'FOUND TO BE IN ERROR BY 0.026 METER,
 NF1322'AND THE DIRECTION BY 02 MINUTES.
 NF1322'DUE TO A CONCRETE BLOCK BUILDING THAT HAS BEEN ERECTED
 NF1322'BY THE STATION
 NF1322'MARK WHICH MAKES IT IMPOSSIBLE TO BUILD A TOWER OVER, REFERENCE MARK
 NF1322'3 WAS ESTABLISHED
 NF1322'AND OCCUPIED AND A TRAVERSE CONNECTION WAS MADE.  FOLLOWING IS A NEW
 NF1322'DESCRIPTION.
 NF1322'
 NF1322'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF OWOSSO, 3-1/4
 NF1322'MILES EAST AND 1/2
 NF1322'MILE NORTH OF LAINGSBURG AND ON LAND OWNED BY MR.
 NF1322'WENDELL NORDER.  MR. NORDER LIVES IN
 NF1322'THE HOUSE AT THE STATION SITE.
 NF1322'
 NF1322'TO REACH THE STATION FROM THE POST OFFICE IN LAINGSBURG, GO WEST
 NF1322'FOR 0.1 MILE TO
 NF1322'THE RAILROAD STATION ON THE LEFT AND A SIDE STREET RIGHT.
 NF1322'TURN RIGHT AND GO 50 FEET TO LAINE
 NF1322'STREET RIGHT.  TURN RIGHT AND GO NORTHEAST
 NF1322'FOR 0.9 MILE TO A FORK.  KEEP RIGHT ACROSS THE
 NF1322'RAILROAD TRACK AND GO
 NF1322'2.1 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE EAST ON A
 NF1322'GRAVELED ROAD FOR
 NF1322'0.55 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION.
 NF1322'
 NF1322'STATION MARKS ARE STANDARD DISKS STAMPED LAINGSBURG 1932.  THE
 NF1322'SURFACE DISK IS
 NF1322'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 NF1322'THAT PROJECTS 2 INCHES ABOVE THE
 NF1322'GROUND SURFACE.  IT IS 1.7 FEET NORTHWEST
 NF1322'OF THE NORTH DOOR FACING AND 1.3 FEET WEST OF THE
 NF1322'WEST FACE OF THE
 NF1322'CONCRETE BLOCK BUILDING.  THE UNDERGROUND MARK IS SET IN THE TOP OF
 NF1322'AN IRREGULAR MASS
 NF1322'OF CONCRETE.  NOTES- 1A 7A
 NF1322'
 NF1322'REFERENCE MARK 1, A STANDARD DISK STAMPED LAINGSBURG NO 1 1932, IS
 NF1322'SET IN THE TOP OF
 NF1322'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1322'THE GROUND SURFACE.  IT IS 32 FEET
 NF1322'NORTH OF THE CENTER OF AN EAST-WEST
 NF1322'TRACK ROAD AND 26 FEET WEST-NORTHWEST OF A POWER LINE
 NF1322'POLE WITH A TRANSFORMER.  NOTE- 11A.
 NF1322'
 NF1322'REFERENCE MARK 2, A STANDARD DISK STAMPED LAINGSBURG NO 2 1932, IS
 NF1322'SET IN THE TOP OF
 NF1322'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 NF1322'INCHES ABOVE THE GROUND SURFACE.  IT
 NF1322'IS 51 FEET NORTH OF THE CENTER OF
 NF1322'THE DRIVEWAY, 30 FEET WEST OF THE NORTHWEST CORNER OF A
 NF1322'CONCRETE FOUNDATION,
 NF1322'(THIS IS THE NORTHWEST ONE OF TWO WITH MESH WIRE AROUND THEM)
 NF1322'AND 5.4 FEET SOUTH
 NF1322'OF AN EAST-WEST WIRE FENCE.  NOTE- 11A
 NF1322'
 NF1322'REFERENCE MARK 3, A STANDARD DISK STAMPED LAINGSBURG 1932 NO 3 1970,
 NF1322'IS SET IN THE TOP
 NF1322'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1
 NF1322'INCH BELOW THE GROUND SURFACE.  IT
 NF1322'IS 70.1 FEET NORTHEAST OF THE NORTHEAST
 NF1322'CORNER OF THE HOUSE, 35 FEET SOUTH OF THE EAST-WEST
 NF1322'WIRE FENCE, 27
 NF1322'FEET WEST OF THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION.  NOTE-
 NF1322'11B THERE WAS AN
 NF1322'UNDERGROUND MARK SET IN THE TOP OF AN IRREGULAR MASS OF
 NF1322'CONCRETE 42 INCHES BELOW THE
 NF1322'GROUND SURFACE.
 NF1322'
 NF1322'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED LAINGSBURG
 NF1322'1932 AZIMUTH, IS
 NF1322'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1322'THAT PROJECTS 3 INCHES ABOVE THE
 NF1322'GROUND SURFACE.  IT IS 24 FEET
 NF1322'WEST OF THE CENTER OF A GRAVELED ROAD AND 1.1 FEET
 NF1322'NORTH OF A METAL
 NF1322'WITNESS POST.  NOTE- 11B
 NF1322'
 NF1322'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 NF1322'ROAD FOR 0.2 MILE
 NF1322'TO THE MARK ON THE RIGHT.
 NF1322
 NF1322                          STATION RECOVERY (1976)
 NF1322
 NF1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1322'STATION MARK, REFERENCE MARKS 1, 2 AND 3 AND THE AZIMUTH MARK WERE
 NF1322'RECOVERED AS DESCRIBED IN 1970.  A CHECK WAS MADE FOR DISTANCE AND
 NF1322'DIRECTION.  THE DIRECTIONS COMPARED FAVORABLE.  THE DISTANCE TO
 NF1322'REFERENCE MARK 1 WAS FOUND GREATER BY .017 METERS.  THE DISTANCE
 NF1322'TO REFERENCE MARK 2 WAS FOUND GREATER BY .045 METERS.  THE
 NF1322'TRAVERSE DISTANCE TO REFERENCE MARK 3 WAS FOUND GREATER BY .029
 NF1322'METERS.
 NF1322'
 NF1322'THE LOCATION AND ROUTE TO THE STATION WERE FOUND ADEQUATE.
 NF1322'
 NF1322'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1322'
 NF1322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NF1322'EAST-NORTHEAST OF LAINSBURG.
 NF1322'
 NF1322'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 NF1322
 NF1322                          STATION RECOVERY (1977)
 NF1322
 NF1322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NF1322'THE STATION SURFACE MARK WAS DESTROYED AS PER REQUEST OF LETTER DATED
 NF1322'6/7/77.  THE UNDERGROUND DISK WAS NOT RECOVERED AND LEFT INTACT.
 NF1322'THE STATION SURFACE MARK DISK WAS SALVAGED.  THE STATION WAS TOO
 NF1322'NEAR A BLOCK BUILDING THAT APPEARED TO BE SHIFTING AND CAUSING THE
 NF1322'MONUMENT TO MOVE ALSO.
 NF1322'
 NF1322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NF1322'NORTHEAST OF LAINGSBURG.
 NF1322
 NF1322                          STATION RECOVERY (2001)
 NF1322
 NF1322'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NF1322'STATION IS WITHIN 2 FEET OF A NEW BUILDING, AND IS NOT SUITABLE FOR
 NF1322'GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1325 ***********************************************************************
 NF1325  DESIGNATION -  LAINGSBURG 1932 RM 1
 NF1325  PID         -  NF1325
 NF1325  STATE/COUNTY-  MI/SHIAWASSEE
 NF1325  USGS QUAD   -  LAINGSBURG (1972)
 NF1325
 NF1325                         *CURRENT SURVEY CONTROL
 NF1325  ___________________________________________________________________
 NF1325* NAD 83(1994)-  42 53 55.23087(N)    084 17 12.97377(W)     ADJUSTED  
 NF1325* NAVD 88     -       257.     (meters)     843.     (feet)  SCALED    
 NF1325  ___________________________________________________________________
 NF1325  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 NF1325  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF1325
 NF1325  HORZ ORDER  -  SECOND
 NF1325
 NF1325.The horizontal coordinates were established by classical geodetic methods
 NF1325.and adjusted by the National Geodetic Survey in February 1997..
 NF1325
 NF1325.The orthometric height was scaled from a topographic map.
 NF1325
 NF1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1325
 NF1325.The geoid height was determined by GEOID03.
 NF1325
 NF1325;                    North         East     Units Scale Factor Converg.
 NF1325;SPC MI S     -   155,364.336 4,006,511.287   MT  0.99990691   +0 03 15.3
 NF1325;SPC MI S     -   509,725.51 13,144,722.07   iFT  0.99990691   +0 03 15.3
 NF1325;UTM  16      - 4,753,134.213   721,506.501   MT  1.00020366   +1 50 51.1
 NF1325
 NF1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1325!SPC MI S     -   0.99996491  x   0.99990691  =   0.99987182
 NF1325!UTM  16      -   0.99996491  x   1.00020366  =   1.00016856
 NF1325
 NF1325                          SUPERSEDED SURVEY CONTROL
 NF1325
 NF1325  NAD 83(1986)-  42 53 55.22984(N)    084 17 12.99321(W) AD(       ) 2
 NF1325  NAD 27      -  42 53 55.11359(N)    084 17 13.10192(W) AD(       ) 2
 NF1325
 NF1325.Superseded values are not recommended for survey control.
 NF1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1325.See file dsdata.txt to determine how the superseded data were derived.
 NF1325
 NF1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2150753134(NAD 83)
 NF1325_MARKER: DR = REFERENCE MARK DISK
 NF1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1325_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1325+STABILITY: SURFACE MOTION
 NF1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1325+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 NF1325
 NF1325  HISTORY     - Date     Condition        Report By
 NF1325  HISTORY     - 1970     MONUMENTED       NGS
 NF1325  HISTORY     - 20010418 GOOD             LOCENG
 NF1325
 NF1325                          STATION DESCRIPTION
 NF1325
 NF1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1325'STATION MARK, A STANDARD DISK STAMPED LAINGSBURG NO 1 1932, IS SET
 NF1325'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1325'THE GROUND SURFACE.  IT IS 32 FEET NORTH OF THE CENTER OF AN
 NF1325'EAST-WEST TRACK ROAD AND 26 FEET WEST-NORTH-WEST OF A POWER LINE
 NF1325'POLE WITH A TRANSFORMER.
 NF1325
 NF1325                          STATION RECOVERY (2001)
 NF1325
 NF1325'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NF1325'STATION IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1327 ***********************************************************************
 NF1327  DESIGNATION -  LAINGSBURG AZ MK 1976
 NF1327  PID         -  NF1327
 NF1327  STATE/COUNTY-  MI/SHIAWASSEE
 NF1327  USGS QUAD   -  LAINGSBURG (1972)
 NF1327
 NF1327                         *CURRENT SURVEY CONTROL
 NF1327  ___________________________________________________________________
 NF1327* NAD 83(1994)-  42 53 44.34166(N)    084 17 13.37326(W)     ADJUSTED  
 NF1327* NAVD 88     -       255.3    (meters)     838.     (feet)  VERTCON   
 NF1327  ___________________________________________________________________
 NF1327  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 NF1327  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF1327
 NF1327  HORZ ORDER  -  SECOND
 NF1327
 NF1327.The horizontal coordinates were established by classical geodetic methods
 NF1327.and adjusted by the National Geodetic Survey in February 1997..
 NF1327
 NF1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1327
 NF1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1327
 NF1327.The geoid height was determined by GEOID03.
 NF1327
 NF1327;                    North         East     Units Scale Factor Converg.
 NF1327;SPC MI S     -   155,028.334 4,006,502.542   MT  0.99990690   +0 03 15.1
 NF1327;SPC MI S     -   508,623.14 13,144,693.38   iFT  0.99990690   +0 03 15.1
 NF1327;UTM  16      - 4,752,798.002   721,508.275   MT  1.00020367   +1 50 50.5
 NF1327
 NF1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1327!SPC MI S     -   0.99996516  x   0.99990690  =   0.99987206
 NF1327!UTM  16      -   0.99996516  x   1.00020367  =   1.00016882
 NF1327
 NF1327|---------------------------------------------------------------------|
 NF1327| PID    Reference Object                     Distance      Geod. Az  |
 NF1327|                                                           dddmmss.s |
 NF1327| NF1326 LAINGSBURG AZ MK A PT                 9.207 METERS 32113     |
 NF1327| NF1324 LAINGSBURG RM 3 1970                377.957 METERS 35936     |
 NF1327|---------------------------------------------------------------------|
 NF1327
 NF1327                          SUPERSEDED SURVEY CONTROL
 NF1327
 NF1327  NAD 83(1986)-  42 53 44.34065(N)    084 17 13.39270(W) AD(       ) 2
 NF1327  NAD 27      -  42 53 44.22407(N)    084 17 13.50115(W) AD(       ) 2
 NF1327  NGVD 29 (07/19/86)  255.4    (m)          838.     (f) VERT ANG       
 NF1327
 NF1327.Superseded values are not recommended for survey control.
 NF1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1327.See file dsdata.txt to determine how the superseded data were derived.
 NF1327
 NF1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2150852798(NAD 83)
 NF1327_MARKER: DZ = AZIMUTH MARK DISK
 NF1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1327+STABILITY: SURFACE MOTION
 NF1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1327+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 NF1327
 NF1327  HISTORY     - Date     Condition        Report By
 NF1327  HISTORY     - 1976     MONUMENTED       NGS
 NF1327  HISTORY     - 20010418 GOOD             LOCENG
 NF1327
 NF1327                          STATION DESCRIPTION
 NF1327
 NF1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1327'STATION MARK IS A STANDARD REFERENCE DISK STAMPED LAINGSBURG 1932
 NF1327'AZIMUTH.  IT IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NF1327'MONUMENT THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 24
 NF1327'FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1.1 FEET NORTH OF A
 NF1327'METAL WITNESS POST.
 NF1327'
 NF1327'TO REACH THE STATION MARK FROM STATION LAINGSBURG, GO SOUTH ON A
 NF1327'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 NF1327
 NF1327                          STATION RECOVERY (2001)
 NF1327
 NF1327'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NF1327'STATION IS UNDER TREE COVER, AND IS NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1326 ***********************************************************************
 NF1326  DESIGNATION -  LAINGSBURG AZ MK A PT
 NF1326  PID         -  NF1326
 NF1326  STATE/COUNTY-  MI/SHIAWASSEE
 NF1326  USGS QUAD   -  LAINGSBURG (1972)
 NF1326
 NF1326                         *CURRENT SURVEY CONTROL
 NF1326  ___________________________________________________________________
 NF1326* NAD 83(1994)-  42 53 44.57423(N)    084 17 13.62748(W)     ADJUSTED  
 NF1326* NAVD 88     -       254.7    (meters)     836.     (feet)  VERTCON   
 NF1326  ___________________________________________________________________
 NF1326  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 NF1326  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF1326
 NF1326  HORZ ORDER  -  SECOND
 NF1326
 NF1326.The horizontal coordinates were established by classical geodetic methods
 NF1326.and adjusted by the National Geodetic Survey in February 1997..
 NF1326
 NF1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1326
 NF1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1326
 NF1326.The geoid height was determined by GEOID03.
 NF1326
 NF1326;                    North         East     Units Scale Factor Converg.
 NF1326;SPC MI S     -   155,035.505 4,006,496.768   MT  0.99990690   +0 03 14.9
 NF1326;SPC MI S     -   508,646.67 13,144,674.44   iFT  0.99990690   +0 03 14.9
 NF1326;UTM  16      - 4,752,804.990   721,502.278   MT  1.00020363   +1 50 50.3
 NF1326
 NF1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1326!SPC MI S     -   0.99996525  x   0.99990690  =   0.99987216
 NF1326!UTM  16      -   0.99996525  x   1.00020363  =   1.00016888
 NF1326
 NF1326|---------------------------------------------------------------------|
 NF1326| PID    Reference Object                     Distance      Geod. Az  |
 NF1326|                                                           dddmmss.s |
 NF1326| NF1324 LAINGSBURG RM 3 1970                370.784 METERS 00029     |
 NF1326| NF1327 LAINGSBURG AZ MK 1976                 9.207 METERS 14113     |
 NF1326|---------------------------------------------------------------------|
 NF1326
 NF1326                          SUPERSEDED SURVEY CONTROL
 NF1326
 NF1326  NAD 83(1986)-  42 53 44.57319(N)    084 17 13.64691(W) AD(       ) 2
 NF1326  NAD 27      -  42 53 44.45650(N)    084 17 13.75521(W) AD(       ) 2
 NF1326  NGVD 29 (07/19/86)  254.8    (m)          836.     (f) VERT ANG       
 NF1326
 NF1326.Superseded values are not recommended for survey control.
 NF1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1326.See file dsdata.txt to determine how the superseded data were derived.
 NF1326
 NF1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2150252805(NAD 83)
 NF1326_MARKER: W = UNMONUMENTED
 NF1326
 NF1326  HISTORY     - Date     Condition        Report By
 NF1326  HISTORY     - UNK      MONUMENTED
 NF1326  HISTORY     - 20010416 MARK NOT FOUND   LOCENG
 NF1326
 NF1326                          STATION DESCRIPTION
 NF1326
 NF1326'DESCRIBED UNK
 NF1326'RECOVERED AS DESCRIBED.
 NF1326
 NF1326                          STATION RECOVERY (2001)
 NF1326
 NF1326'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NF1326'THIS IS NOT A STATION RECOVERY PER SE. THIS PID DOESN'T APPEAR ON THE
 NF1326'NGS CD PRODUCT, NOR IS IT RETRIEVABLE WHEN DOING AN ON-LINE SEARCH. A
 NF1326'SEARCH FOR 'LAINGSBURG' (MICHIGAN) DOES TURN UP THE NAME OF THIS MARK,
 NF1326'BUT A RETRIEVAL ATTEMPT RESULTS IN 'FATAL ERROR, NO MARKS FOUND'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1324 ***********************************************************************
 NF1324  DESIGNATION -  LAINGSBURG RM 3 1970
 NF1324  PID         -  NF1324
 NF1324  STATE/COUNTY-  MI/SHIAWASSEE
 NF1324  USGS QUAD   -  LAINGSBURG (1972)
 NF1324
 NF1324                         *CURRENT SURVEY CONTROL
 NF1324  ___________________________________________________________________
 NF1324* NAD 83(1994)-  42 53 56.58941(N)    084 17 13.48793(W)     ADJUSTED  
 NF1324* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 NF1324  ___________________________________________________________________
 NF1324  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 NF1324  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF1324
 NF1324  HORZ ORDER  -  FIRST
 NF1324
 NF1324.The horizontal coordinates were established by classical geodetic methods
 NF1324.and adjusted by the National Geodetic Survey in February 1997..
 NF1324
 NF1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1324
 NF1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1324
 NF1324.The geoid height was determined by GEOID03.
 NF1324
 NF1324;                    North         East     Units Scale Factor Converg.
 NF1324;SPC MI S     -   155,406.244 4,006,499.583   MT  0.99990691   +0 03 15.0
 NF1324;SPC MI S     -   509,863.01 13,144,683.67   iFT  0.99990691   +0 03 15.0
 NF1324;UTM  16      - 4,753,175.746   721,493.488   MT  1.00020358   +1 50 50.8
 NF1324
 NF1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1324!SPC MI S     -   0.99996481  x   0.99990691  =   0.99987173
 NF1324!UTM  16      -   0.99996481  x   1.00020358  =   1.00016839
 NF1324
 NF1324|---------------------------------------------------------------------|
 NF1324| PID    Reference Object                     Distance      Geod. Az  |
 NF1324|                                                           dddmmss.s |
 NF1324| NF1322 LAINGSBURG                           23.081 METERS 12420     |
 NF1324| NF1325 LAINGSBURG 1932 RM 1                 43.515 METERS 16427     |
 NF1324| NF1327 LAINGSBURG AZ MK 1976               377.957 METERS 17936     |
 NF1324| NF1326 LAINGSBURG AZ MK A PT               370.784 METERS 18029     |
 NF1324| CH0359 LAINGSBURG RM 2                       9.555 METERS 33233     |
 NF1324|---------------------------------------------------------------------|
 NF1324
 NF1324                          SUPERSEDED SURVEY CONTROL
 NF1324
 NF1324  NAD 83(1986)-  42 53 56.58837(N)    084 17 13.50737(W) AD(       ) 1
 NF1324  NAD 27      -  42 53 56.47183(N)    084 17 13.61567(W) AD(       ) 1
 NF1324  NGVD 29 (07/19/86)  257.6    (m)          845.     (f) VERT ANG       
 NF1324
 NF1324.Superseded values are not recommended for survey control.
 NF1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1324.See file dsdata.txt to determine how the superseded data were derived.
 NF1324
 NF1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN2149353176(NAD 83)
 NF1324_MARKER: DS = TRIANGULATION STATION DISK
 NF1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1324+STABILITY: SURFACE MOTION
 NF1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1324+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 NF1324
 NF1324  HISTORY     - Date     Condition        Report By
 NF1324  HISTORY     - 1970     MONUMENTED       NGS
 NF1324  HISTORY     - 1976     GOOD             NGS
 NF1324  HISTORY     - 1980     GOOD             MIDH
 NF1324  HISTORY     - 20010418 GOOD             LOCENG
 NF1324
 NF1324                          STATION DESCRIPTION
 NF1324
 NF1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1324'DUE TO A CONCRETE BLOCK BUILDING THAT HAS BEEN ERECTED BY THE
 NF1324'STATION MARK AT
 NF1324'LAINGSBURG 1932 WHICH MAKES IT IMPOSSIBLE TO BUILD A
 NF1324'TOWER OVER, REFERENCE MARK 3 WAS
 NF1324'ESTABLISHED AND OCCUPIED AND A TRAVERSE
 NF1324'CONNECTION WAS MADE.  FOLLOWING IS A NEW
 NF1324'DESCRIPTION.
 NF1324'
 NF1324'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF OWOSSO, 3-1/4
 NF1324'MILES EAST AND 1/2
 NF1324'MILE NORTH OF LAINGSBURG AND ON LAND OWNED BY MR.
 NF1324'WENDELL NORDER.  MR. NORDER LIVES IN
 NF1324'THE HOUSE AT THE STATION SITE.
 NF1324'
 NF1324'TO REACH THE STATION FROM THE POST OFFICE IN LAINGSBURG, GO WEST
 NF1324'FOR 0.1 MILE TO
 NF1324'THE RAILROAD STATION ON THE LEFT AND A SIDE STREET RIGHT.
 NF1324'TURN RIGHT AND GO 50 FEET TO LAINE
 NF1324'STREET RIGHT.  TURN RIGHT AND GO NORTHEAST
 NF1324'FOR 0.9 MILE TO A FORK.  KEEP RIGHT ACROSS THE
 NF1324'RAILROAD TRACK AND GO
 NF1324'2.1 MILES TO A SIDE ROAD ON THE LEFT.  CONTINUE EAST ON A
 NF1324'GRAVELED ROAD FOR
 NF1324'0.55 MILE TO A DRIVEWAY ON THE LEFT AND THE STATION.
 NF1324'
 NF1324'STATION MARKS ARE STANDARD REFERENCE DISKS STAMPED LAINGSBURG 1932
 NF1324'NO 3 1970.  THE
 NF1324'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 NF1324'CONCRETE MONUMENT THAT IS 1 INCH
 NF1324'BELOW THE GROUND SURFACE.  IT IS 70.1
 NF1324'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF1324'HOUSE, 35 FEET SOUTH OF
 NF1324'THE EAST-WEST WIRE FENCE, 27 FEET WEST OF THE SOUTHWEST CORNER
 NF1324'OF THE CONCRETE
 NF1324'FOUNDATION.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN
 NF1324'IRREGULAR MASS OF CONCRETE
 NF1324'42 INCHES BELOW THE GROUND SURFACE.
 NF1324'
 NF1324'LAINGSBURG 1932 IS A STANDARD STATION DISK STAMPED LAINGSBURG 1932,
 NF1324'SET IN THE TOP OF
 NF1324'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 NF1324'INCHES ABOVE THE GROUND SURFACE.  IT
 NF1324'IS 1.7 FEET NORTHWEST OF THE NORTH
 NF1324'DOOR FACING AND 1.3 FEET WEST OF THE WEST FACE OF THE
 NF1324'CONCRETE BLOCK
 NF1324'BUILDING.  THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR
 NF1324'MASS OF CONCRETE.
 NF1324'
 NF1324'REFERENCE MARK 1, A STANDARD DISK STAMPED LAINGSBURG NO 1 1932, IS
 NF1324'SET IN THE TOP OF
 NF1324'A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 NF1324'THE GROUND SURFACE.  IT IS 32 FEET
 NF1324'NORTH OF THE CENTER OF AN EAST-WEST
 NF1324'TRACK ROAD AND 26 FEET WEST-NORTHWEST OF A POWER LINE
 NF1324'POLE WITH A TRANSFORMER.
 NF1324'
 NF1324'REFERENCE MARK 2, A STANDARD DISK STAMPED LAINGSBURG NO 2 1932, IS
 NF1324'SET IN THE TOP OF
 NF1324'A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 NF1324'INCHES ABOVE THE GROUND SURFACE.  IT
 NF1324'IS 51 FEET NORTH OF THE CENTER OF
 NF1324'THE DRIVEWAY, 30 FEET WEST OF THE NORTHWEST CORNER OF A
 NF1324'CONCRETE FOUNDATION,
 NF1324'(THIS IS THE NORTHWEST ONE OF TWO WITH MESH WIRE AROUND THEM)
 NF1324'AND 5.4 FEET SOUTH
 NF1324'OF AN EAST-WEST WIRE FENCE.
 NF1324'
 NF1324'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED LAINGSBURG
 NF1324'1932 AZIMUTH, IS
 NF1324'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NF1324'THAT PROJECTS 3 INCHES ABOVE THE
 NF1324'GROUND SURFACE.  IT IS 24 FEET
 NF1324'WEST OF THE CENTER OF A GRAVELED ROAD AND 1.1 FEET
 NF1324'NORTH OF A METAL
 NF1324'WITNESS POST.
 NF1324'
 NF1324'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A GRAVELED
 NF1324'ROAD FOR 0.2 MILE
 NF1324'TO THE MARK ON THE RIGHT.
 NF1324'
 NF1324'HEIGHT OF LIGHT ABOVE STATION MARK 30.5 METERS.
 NF1324
 NF1324                          STATION RECOVERY (1976)
 NF1324
 NF1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1324'STATION MARK, REFERENCE MARKS 1 AND 2 THE AZIMUTH MARK AND
 NF1324'LAINSBURG 1932 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE
 NF1324'DIRECTIONS COMPARED ADEQUATELY.  THE DISTANCE TO REFERENCE MARK 1
 NF1324'WAS FOUND CORRECT.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND IN
 NF1324'ERROR BY + 0.008 METERS, LAINSBURG 1932 BY + 0.030.
 NF1324'
 NF1324'THE LOCATION AND ROUTE TO THE STATION WERE FOUND ADEQUATE.
 NF1324'
 NF1324'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1324'
 NF1324'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 NF1324'EASTNORTHEAST OF LAINSBURG.
 NF1324'
 NF1324'HEIGHT OF LIGHT ABOVE STATION MARK 34.2 METERS.
 NF1324
 NF1324                          STATION RECOVERY (1980)
 NF1324
 NF1324'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NF1324'THE STATION ALONG WITH ALL OTHER MARKS WERE FOUND IN GOOD CONDITION
 NF1324'THE AZIMUTH MARK WAS ALSO FOUND IN GOOD CONDITION.  THE TO REACH AND
 NF1324'THE DESCRIPTION WERE FOUND IN GOOD CONDITION.  THE DIRECTIONS AND
 NF1324'DISTANCES WERE NOT CHECKED.
 NF1324
 NF1324                          STATION RECOVERY (2001)
 NF1324
 NF1324'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (JDL)
 NF1324'STATION IS UNDER TREE COVER, AND IS NOT SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0299 ***********************************************************************
 QJ0299  DESIGNATION -  LAKE EMMA LOOKOUT TOWER
 QJ0299  PID         -  QJ0299
 QJ0299  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0299  USGS QUAD   -  ROYSTON (1986)
 QJ0299
 QJ0299                         *CURRENT SURVEY CONTROL
 QJ0299  ___________________________________________________________________
 QJ0299* NAD 83(1994)-  45 14 05.76411(N)    083 58 36.54408(W)     ADJUSTED  
 QJ0299* NAVD 88     -                                                        
 QJ0299  ___________________________________________________________________
 QJ0299  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 QJ0299  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 QJ0299
 QJ0299  HORZ ORDER  -  THIRD
 QJ0299
 QJ0299.The horizontal coordinates were established by classical geodetic methods
 QJ0299.and adjusted by the National Geodetic Survey in February 1997..
 QJ0299
 QJ0299
 QJ0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0299
 QJ0299.The geoid height was determined by GEOID03.
 QJ0299
 QJ0299;                    North         East     Units Scale Factor Converg.
 QJ0299;SPC MI C     -   213,232.503 6,030,610.079   MT  0.99992563   +0 16 31.4
 QJ0299;SPC MI C     -   699,581.70 19,785,466.14   iFT  0.99992563   +0 16 31.4
 QJ0299;UTM  17      - 5,013,360.729   266,342.732   MT  1.00027134   -2 06 52.2
 QJ0299;UTM  16      - 5,013,496.143   737,296.491   MT  1.00029242   +2 08 50.8
 QJ0299
 QJ0299                          SUPERSEDED SURVEY CONTROL
 QJ0299
 QJ0299  NAD 83(1986)-  45 14 05.75554(N)    083 58 36.54469(W) AD(       ) 4
 QJ0299  NAD 27      -  45 14 05.71600(N)    083 58 36.54000(W) AD(       ) 3
 QJ0299
 QJ0299.Superseded values are not recommended for survey control.
 QJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0299.See file dsdata.txt to determine how the superseded data were derived.
 QJ0299
 QJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL6634313361(NAD 83)
 QJ0299
 QJ0299  HISTORY     - Date     Condition        Report By
 QJ0299  HISTORY     - UNK      MONUMENTED
 QJ0299  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QJ0299
 QJ0299                          STATION DESCRIPTION
 QJ0299
 QJ0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0299'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
 QJ0299'
 QJ0299'A COMPLETE NEW DESCRIPTION FOLLOWS.
 QJ0299'
 QJ0299'THE STATION IS THE CENTER OF THE LAKE EMMA LOOKOUT TOWER LOCATED
 QJ0299'ABOUT 12-1/4 MILES
 QJ0299'NORTHWEST OF HILLMAN, 8 MILES SOUTHEAST OF MILLERSBURG ON A NARROW
 QJ0299'HOG BACKED RIDGE THAT RUNS NORTH AND
 QJ0299'SOUTH.  IT IS A FOUR LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH WITH
 QJ0299'A GLASSED IN OBSERVING PLATFORM AT THE
 QJ0299'TOP.
 QJ0299'
 QJ0299'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION EMMA TO THE
 QJ0299'CENTER OF THE BASE OF THE
 QJ0299'LOOKOUT TOWER, THE DISTANCE BEING 222.2 FEET (67.73 METERS) NORTH OF
 QJ0299'STATION EMMA.
 QJ0299'
 QJ0299'TO REACH THE STATION FROM THE HILLMAN STATE BANK BUILDING IN HILLMAN,
 QJ0299'GO NORTH ON PAVED ROAD FOR
 QJ0299'2.45 MILES TO A CROSSROAD.  CONTINUE NORTH ON PAVED ROAD FOR 0.4 MILE
 QJ0299'TO A Y-INTERSECTION.  TAKE LEFT FORK
 QJ0299'AND GO NORTH ON GRAVEL ROAD FOR 5.4 MILES TO A CROSSROAD.
 QJ0299'TURN LEFT AND GO WEST ON GRAVEL ROAD FOR 1.95 MILES
 QJ0299'TO A CROSSROAD.  TURN RIGHT AND GO NORTH
 QJ0299'ON NARROW SAND ROAD FOR 3.2 MILES TO A T-ROAD.  TURN LEFT AND GO WEST
 QJ0299'ON SAND ROAD FOR 1.1 MILES TO A
 QJ0299'Y-INTERSECTION.  TAKE LEFT FORK AND GO WEST FOR 0.05 MILE TO A NARROW
 QJ0299'WOODS ROAD LEFT.  PACK SOUTHEAST UP
 QJ0299'HILL FOR ABOUT 0.25 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1604 ***********************************************************************
 NF1604  DESIGNATION -  LAKE ODESSA CANNING CO STACK
 NF1604  PID         -  NF1604
 NF1604  STATE/COUNTY-  MI/IONIA
 NF1604  USGS QUAD   -  LAKE ODESSA (1978)
 NF1604
 NF1604                         *CURRENT SURVEY CONTROL
 NF1604  ___________________________________________________________________
 NF1604* NAD 83(1994)-  42 47 10.71938(N)    085 08 31.57309(W)     ADJUSTED  
 NF1604* NAVD 88     -                                                        
 NF1604  ___________________________________________________________________
 NF1604  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 NF1604  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NF1604
 NF1604  HORZ ORDER  -  THIRD
 NF1604
 NF1604.The horizontal coordinates were established by classical geodetic methods
 NF1604.and adjusted by the National Geodetic Survey in February 1997..
 NF1604
 NF1604
 NF1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1604
 NF1604.The geoid height was determined by GEOID03.
 NF1604
 NF1604;                    North         East     Units Scale Factor Converg.
 NF1604;SPC MI S     -   143,172.056 3,936,558.157   MT  0.99990836   -0 31 39.7
 NF1604;SPC MI S     -   469,724.59 12,915,217.05   iFT  0.99990836   -0 31 39.7
 NF1604;UTM  16      - 4,738,759.287   651,959.892   MT  0.99988409   +1 15 44.1
 NF1604
 NF1604                          SUPERSEDED SURVEY CONTROL
 NF1604
 NF1604  NAD 83(1986)-  42 47 10.71836(N)    085 08 31.58863(W) AD(       ) 4
 NF1604  NAD 27      -  42 47 10.59711(N)    085 08 31.57139(W) AD(       ) 3
 NF1604
 NF1604.Superseded values are not recommended for survey control.
 NF1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1604.See file dsdata.txt to determine how the superseded data were derived.
 NF1604
 NF1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5196038759(NAD 83)
 NF1604_MARKER: 63 = STACK
 NF1604
 NF1604  HISTORY     - Date     Condition        Report By
 NF1604  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1604
 NF1604                          STATION DESCRIPTION
 NF1604
 NF1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1604'THE STATION IS LOCATED 0.1 MILE NORTH OF THE
 NF1604'INTERSECTION OF
 NF1604'SHERMAN AND TUPPER LAKE STREET IN LAKE ODESSA.  THE
 NF1604'STACK IS CONSTRUCTED OF RED BRICK
 NF1604'AND HAS AN OVER-ALL HEIGHT OF ABOUT
 NF1604'100 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1603 ***********************************************************************
 NF1603  DESIGNATION -  LAKE ODESSA MUN TANK
 NF1603  PID         -  NF1603
 NF1603  STATE/COUNTY-  MI/IONIA
 NF1603  USGS QUAD   -  LAKE ODESSA (1978)
 NF1603
 NF1603                         *CURRENT SURVEY CONTROL
 NF1603  ___________________________________________________________________
 NF1603* NAD 83(1994)-  42 47 04.10524(N)    085 08 15.58057(W)     ADJUSTED  
 NF1603* NAVD 88     -                                                        
 NF1603  ___________________________________________________________________
 NF1603  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 NF1603  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NF1603
 NF1603  HORZ ORDER  -  THIRD
 NF1603
 NF1603.The horizontal coordinates were established by classical geodetic methods
 NF1603.and adjusted by the National Geodetic Survey in February 1997..
 NF1603
 NF1603
 NF1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1603
 NF1603.The geoid height was determined by GEOID03.
 NF1603
 NF1603;                    North         East     Units Scale Factor Converg.
 NF1603;SPC MI S     -   142,964.647 3,936,919.727   MT  0.99990841   -0 31 28.9
 NF1603;SPC MI S     -   469,044.12 12,916,403.30   iFT  0.99990841   -0 31 28.9
 NF1603;UTM  16      - 4,738,563.277   652,327.755   MT  0.99988547   +1 15 54.8
 NF1603
 NF1603                          SUPERSEDED SURVEY CONTROL
 NF1603
 NF1603  NAD 83(1986)-  42 47 04.10415(N)    085 08 15.59615(W) AD(       ) 4
 NF1603  NAD 27      -  42 47 03.98305(N)    085 08 15.58000(W) AD(       ) 3
 NF1603
 NF1603.Superseded values are not recommended for survey control.
 NF1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1603.See file dsdata.txt to determine how the superseded data were derived.
 NF1603
 NF1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN5232838563(NAD 83)
 NF1603_MARKER: 53 = ELEVATED TANK
 NF1603
 NF1603  HISTORY     - Date     Condition        Report By
 NF1603  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1603
 NF1603                          STATION DESCRIPTION
 NF1603
 NF1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1603'THE STATION IS LOCATED ABOUT 100 FEET SOUTHEAST
 NF1603'OF THE
 NF1603'INTERSECTION OF TUPPER LAKE STREET AND FOURTH AVENUE IN LAKE
 NF1603'ODESSA.  THE WATER TANK
 NF1603'IS A 4-LEGGED STEEL STRUCTURE, SILVER IN COLOR
 NF1603'AND HAS THE LEGEND LAKE ODESSA IN BLACK ON
 NF1603'THE EAST AND WEST SIDE OF THE
 NF1603'TANK.  IT HAS AN OVER-ALL HEIGHT OF ABOUT 120 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0957 ***********************************************************************
 RJ0957  DESIGNATION -  LAKE RM IBC 1944
 RJ0957  PID         -  RJ0957
 RJ0957  STATE/COUNTY-  MI/CHIPPEWA
 RJ0957  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0957
 RJ0957                         *CURRENT SURVEY CONTROL
 RJ0957  ___________________________________________________________________
 RJ0957* NAD 83(1994)-  46 22 40.51242(N)    084 09 05.69837(W)     ADJUSTED  
 RJ0957* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0957  ___________________________________________________________________
 RJ0957  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 RJ0957  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0957
 RJ0957  HORZ ORDER  -  THIRD
 RJ0957
 RJ0957.The horizontal coordinates were established by classical geodetic methods
 RJ0957.and adjusted by the National Geodetic Survey in February 1997..
 RJ0957
 RJ0957.The orthometric height was scaled from a topographic map.
 RJ0957
 RJ0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0957
 RJ0957.The geoid height was determined by GEOID03.
 RJ0957
 RJ0957;                    North         East     Units Scale Factor Converg.
 RJ0957;SPC MI N     -   181,165.455 8,219,072.599   MT  0.99990414   +2 03 31.7
 RJ0957;SPC MI N     -   594,374.85 26,965,461.28   iFT  0.99990414   +2 03 31.7
 RJ0957;SPC MI C     -   340,226.404 6,016,551.055   MT  1.00022784   +0 09 07.0
 RJ0957;SPC MI C     - 1,116,228.36 19,739,340.73   iFT  1.00022784   +0 09 07.0
 RJ0957;UTM  16      - 5,139,981.612   719,048.866   MT  1.00018985   +2 03 46.1
 RJ0957
 RJ0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0957!SPC MI N     -   0.99997815  x   0.99990414  =   0.99988230
 RJ0957!SPC MI C     -   0.99997815  x   1.00022784  =   1.00020599
 RJ0957!UTM  16      -   0.99997815  x   1.00018985  =   1.00016800
 RJ0957
 RJ0957                          SUPERSEDED SURVEY CONTROL
 RJ0957
 RJ0957  NAD 83(1986)-  46 22 40.50255(N)    084 09 05.70784(W) AD(       ) 3
 RJ0957  NAD 27      -  46 22 40.43000(N)    084 09 05.60000(W) AD(       ) 3
 RJ0957
 RJ0957.Superseded values are not recommended for survey control.
 RJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0957.See file dsdata.txt to determine how the superseded data were derived.
 RJ0957
 RJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1904939982(NAD 83)
 RJ0957_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0957_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ0957+WITH SETTING: PAVEMENT
 RJ0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0957+STABILITY: SURFACE MOTION
 RJ0957
 RJ0957  HISTORY     - Date     Condition        Report By
 RJ0957  HISTORY     - 1944     MONUMENTED       IBC
 RJ0957  HISTORY     - 1958     GOOD             IBC
 RJ0957
 RJ0957                          STATION DESCRIPTION
 RJ0957
 RJ0957'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1944 (NWS)
 RJ0957'NEAR THE NE CORNER OF A PROMINENT POINT ON SUGAR ISLAND, IN SW LAKE
 RJ0957'GEORGE, 1/2 MILE N OF DUCK ISLAND, AND INSHORE FROM ADVANCE ISLAND.
 RJ0957'IT IS IN THE APPROXIMATE LOCATION OF 53 (U S L S), IN A SMALL OPEN
 RJ0957'GLADE 100 FEET INSHORE FROM THE POINT.
 RJ0957'
 RJ0957'LAKE IS 30.578 METERS FROM LAKE R M, N 55 DEG 04 MIN E.
 RJ0957'
 RJ0957'STATION MARK IS A 1/2-INCH DRILL HOLE IN A HARD GRAY FLAT ROCK,
 RJ0957'BURIED 26 INCHES UNDERGROUND.  A STANDARD I B C BRONZE DISK IN THE
 RJ0957'TOP OF A CYLINDER OF CONCRETE, 7 INCHES IN DIAMETER AND 20 INCHES
 RJ0957'LONG, IS SET OVER THE STATION, PROJECTING 6 INCHES ABOVE THE SURFACE,
 RJ0957'IN A CAIRN.
 RJ0957
 RJ0957                          STATION RECOVERY (1958)
 RJ0957
 RJ0957'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0957'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0262 ***********************************************************************
 RJ0262  DESIGNATION -  LAKE SHORE USLS
 RJ0262  PID         -  RJ0262
 RJ0262  STATE/COUNTY-  MI/CHIPPEWA
 RJ0262  USGS QUAD   -  BRIMLEY (1975)
 RJ0262
 RJ0262                         *CURRENT SURVEY CONTROL
 RJ0262  ___________________________________________________________________
 RJ0262* NAD 83(1986)-  46 25 33.     (N)    084 36 15.     (W)     SCALED    
 RJ0262* NAVD 88     -       184.947  (meters)     606.78   (feet)  ADJUSTED  
 RJ0262  ___________________________________________________________________
 RJ0262  GEOID HEIGHT-         -36.39  (meters)                     GEOID03
 RJ0262  DYNAMIC HT  -         184.955 (meters)     606.81  (feet)  COMP
 RJ0262  MODELED GRAV-     980,653.4   (mgal)                       NAVD 88
 RJ0262
 RJ0262  VERT ORDER  -  FIRST     CLASS 0
 RJ0262
 RJ0262.The horizontal coordinates were scaled from a topographic map and have
 RJ0262.an estimated accuracy of +/- 6 seconds.
 RJ0262
 RJ0262.The orthometric height was determined by differential leveling
 RJ0262.and adjusted by the National Geodetic Survey in June 1991..
 RJ0262
 RJ0262.The geoid height was determined by GEOID03.
 RJ0262
 RJ0262.The dynamic height is computed by dividing the NAVD 88
 RJ0262.geopotential number by the normal gravity value computed on the
 RJ0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0262.degrees latitude (g = 980.6199 gals.).
 RJ0262
 RJ0262.The modeled gravity was interpolated from observed gravity values.
 RJ0262
 RJ0262;                    North         East    Units  Estimated Accuracy
 RJ0262;SPC MI N     -   185,340.    8,184,120.      MT  (+/- 180 meters Scaled)
 RJ0262
 RJ0262                          SUPERSEDED SURVEY CONTROL
 RJ0262
 RJ0262.No superseded survey control is available for this station.
 RJ0262
 RJ0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS840441(NAD 83)
 RJ0262_MARKER: Z = SEE DESCRIPTION
 RJ0262_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0262_SP_SET: IRON ROD
 RJ0262_MARK LOGO: USLS  
 RJ0262_PROJECTION: FLUSH
 RJ0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0262_ROD/PIPE-DEPTH: 3.0  meters
 RJ0262
 RJ0262  HISTORY     - Date     Condition        Report By
 RJ0262  HISTORY     - 1956     MONUMENTED       USLS
 RJ0262  HISTORY     - 1972     GOOD             USLS
 RJ0262  HISTORY     - 1983     GOOD             NGS
 RJ0262
 RJ0262                          STATION DESCRIPTION
 RJ0262
 RJ0262'DESCRIBED BY US LAKE SURVEY 1972
 RJ0262'2.2 MI WNW FROM BRIMLEY.
 RJ0262'LAKE SHORE IS IN CHIPPEWA COUNTY, MICHIGAN, 2.25 MILES WEST
 RJ0262'AND NORTHWEST OF HIGHWAY BRIDGE OVER WAISKA RIVER IN BRIMLEY,
 RJ0262'AT A ROAD INTERSECTION, 44 FEET SOUTHERLY FROM CENTERLINE OF
 RJ0262'THE EAST-WEST GRAVEL ROAD, 34 FEET EASTERLY FROM CENTERLINE OF
 RJ0262'BLACKTOP LAKE SHORE ROAD, 3.9 FEET SOUTH OF UTILITY POLE NO.
 RJ0262'BR1/71, JUST BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON
 RJ0262'TOP OF A 1-INCH DIAMETER IRON ROD, 10 FEET LONG.
 RJ0262
 RJ0262                          STATION RECOVERY (1983)
 RJ0262
 RJ0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0262'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0262'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0262'THENCE 3.6 KM (2.25 MI) NORTHWEST ALONG AN ASPHALT ROAD, AT A ROAD
 RJ0262'INTERSECTION, 13.4 METERS (44.0 FT) SOUTHEAST OF THE APPROXIMATE
 RJ0262'EXTENDED CENTER OF ROAD LEADING WEST, 10.4 METERS (34.0 FT)
 RJ0262'EAST-NORTHEAST OF APPROXIMATE CENTER OF ASPHALT ROAD (LAKE SHORE
 RJ0262'ROAD), AND 1.2 METERS (3.9 FT) SOUTHEAST OF UTILITY POLE NUMBER
 RJ0262'BRI/71.
 RJ0262'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 RJ0262'THE MARK IS 0.03 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1237 ***********************************************************************
 RJ1237  DESIGNATION -  LAKE SUPERIOR WEST LOOKOUT TWR
 RJ1237  PID         -  RJ1237
 RJ1237  STATE/COUNTY-  MI/LUCE
 RJ1237  USGS QUAD   -  MUSKALLONGE LAKE SW (1968)
 RJ1237
 RJ1237                         *CURRENT SURVEY CONTROL
 RJ1237  ___________________________________________________________________
 RJ1237* NAD 83(1994)-  46 36 57.90911(N)    085 39 32.94257(W)     ADJUSTED  
 RJ1237* NAVD 88     -                                                        
 RJ1237  ___________________________________________________________________
 RJ1237  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 RJ1237  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 RJ1237
 RJ1237  HORZ ORDER  -  THIRD
 RJ1237
 RJ1237.The horizontal coordinates were established by classical geodetic methods
 RJ1237.and adjusted by the National Geodetic Survey in February 1997..
 RJ1237
 RJ1237
 RJ1237.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1237
 RJ1237.The geoid height was determined by GEOID03.
 RJ1237
 RJ1237;                    North         East     Units Scale Factor Converg.
 RJ1237;SPC MI N     -   204,569.999 8,102,694.634   MT  0.99991948   +0 58 08.9
 RJ1237;SPC MI N     -   671,161.41 26,583,643.81   iFT  0.99991948   +0 58 08.9
 RJ1237;UTM  16      - 5,163,375.712   602,666.203   MT  0.99972956   +0 58 28.5
 RJ1237
 RJ1237                          SUPERSEDED SURVEY CONTROL
 RJ1237
 RJ1237  NAD 83(1986)-  46 36 57.90323(N)    085 39 32.93928(W) AD(       ) 4
 RJ1237  NAD 27      -  46 36 57.91045(N)    085 39 32.40748(W) AD(       ) 3
 RJ1237
 RJ1237.Superseded values are not recommended for survey control.
 RJ1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1237.See file dsdata.txt to determine how the superseded data were derived.
 RJ1237
 RJ1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS0266663376(NAD 83)
 RJ1237
 RJ1237  HISTORY     - Date     Condition        Report By
 RJ1237  HISTORY     - 1965     MONUMENTED       CGS
 RJ1237
 RJ1237                          STATION DESCRIPTION
 RJ1237
 RJ1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1237'STATION IS THE CENTER OF AN ENCLOSED OBSERVING CABIN WITH
 RJ1237'SILVER SIDES AND
 RJ1237'GREEN ROOF, AT THE TOP OF A 4-LEG, UNPAINTED STEEL TOWER.  THE HEIGHT
 RJ1237'FROM GROUND TO PEAK OF ROOF IS 85
 RJ1237'FEET.
 RJ1237'
 RJ1237'LOCATED IN SECTION 27, T 49 N, R 11 W, 16-1/2 MILES ESE OF GRAND
 RJ1237'MARAIS, 4-1/2 MILES SSW OF DEER PARK.
 RJ1237'FROM NEWBERRY, TAKE STATE ROUTE 117 NORTH 4 MILES, LEFT AT LUCE
 RJ1237'COUNTY ROAD 407 ABOUT 18 MILES TO SIGN
 RJ1237'FOR HOLLAND LAKE, LEFT (WEST) 2.9 MILES TO ROAD FOR TOWER ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0081 ***********************************************************************
 OJ0081  DESIGNATION -  LAKE USLS
 OJ0081  PID         -  OJ0081
 OJ0081  STATE/COUNTY-  MI/SANILAC
 OJ0081  USGS QUAD   -  PORT SANILAC (1963)
 OJ0081
 OJ0081                         *CURRENT SURVEY CONTROL
 OJ0081  ___________________________________________________________________
 OJ0081* NAD 83(1986)-  43 25 51.     (N)    082 32 24.     (W)     SCALED    
 OJ0081* NAVD 88     -       181.691  (meters)     596.10   (feet)  ADJUSTED  
 OJ0081  ___________________________________________________________________
 OJ0081  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0081  DYNAMIC HT  -         181.657 (meters)     595.99  (feet)  COMP
 OJ0081  MODELED GRAV-     980,424.6   (mgal)                       NAVD 88
 OJ0081
 OJ0081  VERT ORDER  -  FIRST     CLASS 0
 OJ0081
 OJ0081.The horizontal coordinates were scaled from a topographic map and have
 OJ0081.an estimated accuracy of +/- 6 seconds.
 OJ0081
 OJ0081.The orthometric height was determined by differential leveling
 OJ0081.and adjusted by the National Geodetic Survey in June 1991..
 OJ0081
 OJ0081.The geoid height was determined by GEOID03.
 OJ0081
 OJ0081.The dynamic height is computed by dividing the NAVD 88
 OJ0081.geopotential number by the normal gravity value computed on the
 OJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0081.degrees latitude (g = 980.6199 gals.).
 OJ0081
 OJ0081.The modeled gravity was interpolated from observed gravity values.
 OJ0081
 OJ0081;                    North         East    Units  Estimated Accuracy
 OJ0081;SPC MI S     -   216,080.    4,147,890.      MT  (+/- 180 meters Scaled)
 OJ0081
 OJ0081                          SUPERSEDED SURVEY CONTROL
 OJ0081
 OJ0081  NGVD 29 (??/??/??)  181.814  (m)          596.50   (f) ADJUSTED    1 0
 OJ0081
 OJ0081.Superseded values are not recommended for survey control.
 OJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0081.See file dsdata.txt to determine how the superseded data were derived.
 OJ0081
 OJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ753098(NAD 83)
 OJ0081_MARKER: Z = SEE DESCRIPTION
 OJ0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0081_SP_SET: IRON ROD
 OJ0081_PROJECTION: FLUSH
 OJ0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0081_ROD/PIPE-DEPTH: 2.0  meters
 OJ0081
 OJ0081  HISTORY     - Date     Condition        Report By
 OJ0081  HISTORY     - 1948     MONUMENTED       USLS
 OJ0081  HISTORY     - 1970     GOOD             USLS
 OJ0081  HISTORY     - 1980     GOOD             NGS
 OJ0081  HISTORY     - 19940718 GOOD             USPSQD
 OJ0081  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0081
 OJ0081                          STATION DESCRIPTION
 OJ0081
 OJ0081'DESCRIBED BY US LAKE SURVEY 1970
 OJ0081'AT PORT SANILAC.
 OJ0081'LAKE IS AT PORT SANILAC, SANILAC COUNTY, MICHIGAN, AT THE
 OJ0081'NORTHWEST CORNER OF LAKE AND MAIN STREETS, 1.0 FEET WEST OF
 OJ0081'INSIDE EDGE OF LAKE STREET SIDEWALK, 1.0 FOOT NORTH OF INSIDE
 OJ0081'EDGE OF MAIN STREET SIDEWALK, ABOUT 1/4 FOOT BELOW THE GROUND
 OJ0081'SURFACE, BEING HIGHEST POINT ON TOP OF A 1 INCH DIAMETER IRON
 OJ0081'ROD, 6.5 FEET LONG.  BM LAKE 1948.
 OJ0081
 OJ0081                          STATION RECOVERY (1980)
 OJ0081
 OJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0081'IN PORT SANILAC, AT THE NORTHWEST CORNER OF THE JUNCTION OF LAKE
 OJ0081'AND MAIN STREETS, AT THE SOUTH EAST CORNER OF THE YORK PROPERTY,
 OJ0081'8.3 METERS (27.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 OJ0081'WHITE HOUSE, 4.0 METERS (13.0 FEET) EAST-NORTHEAST OF A POWER POLE,
 OJ0081'0.3 METER (1.0 FOOT) NORTH OF THE NORTH EDGE OF SIDEWALK ON MAIN
 OJ0081'STREET, 0.3 METER (1.0 FOOT) WEST OF THE WEST EDGE OF THE SIDEWALK
 OJ0081'ON LAKE STREET.
 OJ0081'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 OJ0081
 OJ0081                          STATION RECOVERY (1994)
 OJ0081
 OJ0081'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0081'RECOVERED IN GOOD CONDITION.
 OJ0081
 OJ0081                          STATION RECOVERY (2001)
 OJ0081
 OJ0081'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0600 ***********************************************************************
 OJ0600  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0600  DESIGNATION -  LAKEPORT
 OJ0600  PID         -  OJ0600
 OJ0600  STATE/COUNTY-  MI/ST CLAIR
 OJ0600  USGS QUAD   -  LAKEPORT (1976)
 OJ0600
 OJ0600                         *CURRENT SURVEY CONTROL
 OJ0600  ___________________________________________________________________
 OJ0600* NAD 83(1994)-  43 08 25.27469(N)    082 29 41.06494(W)     ADJUSTED  
 OJ0600* NAVD 88     -       180.171  (meters)     591.11   (feet)  ADJUSTED  
 OJ0600  ___________________________________________________________________
 OJ0600  LAPLACE CORR-          -3.08  (seconds)                    DEFLEC99
 OJ0600  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0600  DYNAMIC HT  -         180.130 (meters)     590.98  (feet)  COMP
 OJ0600  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 OJ0600
 OJ0600  HORZ ORDER  -  FIRST
 OJ0600  VERT ORDER  -  FIRST     CLASS II
 OJ0600
 OJ0600.The horizontal coordinates were established by classical geodetic methods
 OJ0600.and adjusted by the National Geodetic Survey in February 1997..
 OJ0600
 OJ0600.The orthometric height was determined by differential leveling
 OJ0600.and adjusted by the National Geodetic Survey in June 1991..
 OJ0600
 OJ0600.This Tidal Bench Mark is designated as VM 13032
 OJ0600.by the Center for Operational Oceanographic Products and Services.
 OJ0600
 OJ0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0600
 OJ0600.The geoid height was determined by GEOID03.
 OJ0600
 OJ0600.The dynamic height is computed by dividing the NAVD 88
 OJ0600.geopotential number by the normal gravity value computed on the
 OJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0600.degrees latitude (g = 980.6199 gals.).
 OJ0600
 OJ0600.The modeled gravity was interpolated from observed gravity values.
 OJ0600
 OJ0600;                    North         East     Units Scale Factor Converg.
 OJ0600;SPC MI S     -   183,900.490 4,152,265.587   MT  0.99991679   +1 16 26.0
 OJ0600;SPC MI S     -   603,348.06 13,622,918.59   iFT  0.99991679   +1 16 26.0
 OJ0600;UTM  17      - 4,777,485.411   378,442.942   MT  0.99978177   -1 01 20.0
 OJ0600
 OJ0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0600!SPC MI S     -   0.99997720  x   0.99991679  =   0.99989399
 OJ0600!UTM  17      -   0.99997720  x   0.99978177  =   0.99975897
 OJ0600
 OJ0600|---------------------------------------------------------------------|
 OJ0600| PID    Reference Object                     Distance      Geod. Az  |
 OJ0600|                                                           dddmmss.s |
 OJ0600| OJ0727 LAKEPORT DEL NORTE                  110.428 METERS 06646     |
 OJ0600| CH0360 LAKEPORT RM 1                        21.039 METERS 22630     |
 OJ0600| OJ0726 LAKEPORT AZ MK                      153.048 METERS 24434     |
 OJ0600| OJ0725 LAKEPORT AZ MK OFFSET               149.052 METERS 24434     |
 OJ0600| OJ0033 907 5002 DIAMOND                     59.155 METERS 27252     |
 OJ0600| OJ0724 DIAMOND OFFSET                        4.853 METERS 27252     |
 OJ0600| OJ0599 LAKEPORT RM 2                        20.099 METERS 29035     |
 OJ0600| OJ0783 BIRCH                               APPROX. 7.0 KM 3482731.4 |
 OJ0600|---------------------------------------------------------------------|
 OJ0600
 OJ0600                          SUPERSEDED SURVEY CONTROL
 OJ0600
 OJ0600  NAD 83(1986)-  43 08 25.26060(N)    082 29 41.09439(W) AD(       ) 1
 OJ0600  NAD 27      -  43 08 25.15856(N)    082 29 41.37759(W) AD(       ) 1
 OJ0600  NGVD 29 (??/??/??)  180.290  (m)          591.50   (f) ADJUSTED    1 2
 OJ0600
 OJ0600.Superseded values are not recommended for survey control.
 OJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0600.See file dsdata.txt to determine how the superseded data were derived.
 OJ0600
 OJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7844377485(NAD 83)
 OJ0600_MARKER: DH = HORIZONTAL CONTROL DISK
 OJ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0600_SP_SET: CONCRETE POST
 OJ0600_STAMPING: LAKEPORT 1977
 OJ0600_MARK LOGO: NGS   
 OJ0600_PROJECTION: FLUSH
 OJ0600_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0600+STABILITY: SURFACE MOTION
 OJ0600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0600+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0600
 OJ0600  HISTORY     - Date     Condition        Report By
 OJ0600  HISTORY     - 1977     MONUMENTED       NGS
 OJ0600  HISTORY     - 1979     GOOD             NOS
 OJ0600  HISTORY     - 1979     GOOD             NOS
 OJ0600  HISTORY     - 1980     GOOD             MIDH
 OJ0600  HISTORY     - 1980     GOOD             NGS
 OJ0600  HISTORY     - 19941017 GOOD             NOS
 OJ0600  HISTORY     - 20050804 GOOD             NGS
 OJ0600
 OJ0600                          STATION DESCRIPTION
 OJ0600
 OJ0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0600'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF
 OJ0600'LEXINGTON, 4-1/2 MILES EAST-SOUTHEAST OF JEDDO, 2 MILES NORTH
 OJ0600'OF LAKEPORT, AT THE NORTHEAST EDGE OF BURTCHVILLE COMMUNITY
 OJ0600'PARK IN NORTH LAKEPORT, IN THE NORTHWEST 1/4 SECTION 17,
 OJ0600'T8N, R17E, AND ON PROPERTY OWNED BY BURTCHVILLE TOWNSHIP.
 OJ0600'
 OJ0600'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION
 OJ0600'OF MILWAUKEE STREET AND U.S. HIGHWAY 25 AT THE NORTH EDGE OF
 OJ0600'LAKEPORT, GO NORTH ON U.S. HIGHWAY 25 FOR 1.9 MILES TO A
 OJ0600'SIDE ROAD RIGHT AND SIGN (HARRIS ROAD).  TURN RIGHT AND GO EAST
 OJ0600'ON HARRIS ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND
 OJ0600'GO SOUTH ON PAVED ROAD FOR ABOUT 100 FEET TO A SIDE ROAD LEFT
 OJ0600'AND THE ENTRANCE TO BURTCHVILLE COMMUNITY PARK.  (TO REACH THE
 OJ0600'AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON PAVED ROAD FOR
 OJ0600'0.2 MILE TO THE MARK ON THE LEFT, AT THE SOUTHWEST CORNER OF
 OJ0600'THE PARK.) TURN LEFT, EAST, ON GRAVEL ROAD FOR 0.05 MILE TO
 OJ0600'BM DIAMOND ON THE RIGHT.  CONTINUE AHEAD FOR 0.05 MILE TO A
 OJ0600'CROSSROAD AND THE STATION ON THE RIGHT, IN THE SOUTHWEST
 OJ0600'ANGLE OF THE INTERSECTION.
 OJ0600'
 OJ0600'STATION MARKS, STAMPED---LAKEPORT 1977---, ARE STANDARD DISKS.
 OJ0600'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0600'CONCRETE MONUMENT THAT IS
 OJ0600'FLUSH WITH THE GROUND.  IT IS 67 FEET SOUTH OF
 OJ0600'GRAVEL ROAD CENTER, 50 FEET WEST OF A GRAVEL ROAD CENTER AND
 OJ0600'16.5 FEET
 OJ0600'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET
 OJ0600'IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 OJ0600'GROUND SURFACE.
 OJ0600'
 OJ0600'REFERENCE MARK 1, STAMPED---LAKEPORT NO 1 1977---, IS A
 OJ0600'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL
 OJ0600'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 OJ0600'IS 65.5 FEET SOUTHWEST OF A METAL WITNESS POST AND 62 FEET
 OJ0600'WEST-NORTHWEST OF A GRAVEL ROAD CENTER.
 OJ0600'
 OJ0600'REFERENCE MARK 2, STAMPED---LAKEPORT NO 2 1977---, IS A
 OJ0600'STANDARD DISK SET IN THE TOP OF A 12-INCH
 OJ0600'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 OJ0600'IT IS 35 FEET SOUTH OF CENTER OF A GRAVEL ROAD AND 2 FEET EAST
 OJ0600'OF A METAL WITNESS POST.
 OJ0600'
 OJ0600'AZIMUTH MARK, STAMPED---LAKEPORT 1977---, IS A STANDARD DISK
 OJ0600'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0600'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET EAST
 OJ0600'OF CENTER OF THE ROAD, 18.6 FEET WEST-SOUTHWEST OF A FENCE
 OJ0600'CORNER, 5.7 FEET NORTH OF A METAL WITNESS POST AND 6 FEET
 OJ0600'NORTH-NORTHWEST OF A POWERLINE BRACE POLE.
 OJ0600'
 OJ0600'BM DIAMOND, NO STAMPING, A 5/8-INCH DIAMETER COPPER COATED
 OJ0600'STEEL ROD THAT PROJECTS 1 FOOT.  IT IS 45 FEET SOUTH OF CENTER
 OJ0600'OF THE ROAD, 20 FEET SOUTHEAST OF A POWERLINE POLE AND 4.3
 OJ0600'FEET NORTH OF THE NORTH SIDE OF A BASEBALL BACKSTOP.
 OJ0600'
 OJ0600'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK,
 OJ0600'REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK.
 OJ0600'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 22.3 METERS.
 OJ0600'DESCRIBED BY D.R. TYLER.
 OJ0600
 OJ0600                          STATION RECOVERY (1979)
 OJ0600
 OJ0600'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 OJ0600'THE STATION MARK, AZIMUTH MARK, REFERENCE MARKS 1 AND 2 AND
 OJ0600'BENCH MARK DIAMOND WERE RECOVERED IN GOOD CONDITION.  THE
 OJ0600'DISTANCES AND ANGLES TO THE MARKS COMPARED FAVORABLY WITH THE
 OJ0600'1977 DESCRIPTION.
 OJ0600'
 OJ0600'THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EXCEPTION THAT
 OJ0600'THE AZIMUTH MARK IS 0.05 MILE SOUTH ON A PAVED ROAD FROM THE
 OJ0600'ENTRANCE TO THE PARK, NOT 0.2 MILE AS STATED.
 OJ0600'
 OJ0600'HEIGHT OF TARGET WAS 1.60 METERS.
 OJ0600'
 OJ0600'DESCRIBED BY J.D.S.
 OJ0600
 OJ0600                          STATION RECOVERY (1979)
 OJ0600
 OJ0600'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0600'RECOVERED AS DESCRIBED.WITNESS POST SIGN MISSING AND NOT REPLACED
 OJ0600'AS TEENAGERS REMOVED SIGN OVERNIGHT. UNDERGROUND MARK NOT SEARCHED
 OJ0600'FOR.AZIMUTH MARK WAS FOUND IN GOOD CONDITION.
 OJ0600'
 OJ0600'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.6 METERS.
 OJ0600'
 OJ0600'DESCRIBED BY B.DECROIX
 OJ0600
 OJ0600                          STATION RECOVERY (1980)
 OJ0600
 OJ0600'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RCW)
 OJ0600'THE STATION WAS RECOVERED AS DESCRIBED. TO REACH AND DESCRIPTION ARE
 OJ0600'ADEQUATE.
 OJ0600
 OJ0600                          STATION RECOVERY (1980)
 OJ0600
 OJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0600'IN NORTH LAKEPORT.
 OJ0600'IN NORTH LAKEPORT, ON THE PROPERTY OF THE BURTCHVILLE COMMUNITY
 OJ0600'PARK, AT THE JUNCTION OF LAKE AND BUTTERNUT STREETS (BOTH ARE
 OJ0600'GRAVEL). 29.4 METERS (96.5 FEET) SOUTH AND ACROSS LAKE STREET FROM
 OJ0600'THE SOUTHEAST CORNER OF CABIN NUMBER 8, 15.55 METERS (51.0 FEET)
 OJ0600'SOUTHEAST OF A 48-INCH MAPLE TREE, 14.95 METERS ((49.0 FEET) WEST
 OJ0600'OF THE CENTER OF BUTTERNUT STREET, 2.9 METERS (9.5 FEET) WEST OF
 OJ0600'THE THIRD WHITE GUARD POST FROM THE NORTH END.
 OJ0600
 OJ0600                          STATION RECOVERY (1994)
 OJ0600
 OJ0600'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0600'IN NORTH LAKEPORT, ST CLAIR COUNTY, MICHIGAN, ON THE PROPERTY OF THE
 OJ0600'BURTCHVILLE COMMUNITY PARK, AT THE JUNCTION OF LAKE AND BUTTERNUT
 OJ0600'STREETS, 98.7 FT (30.1 M) WEST-SOUTHWEST OF POWER POLE N0.  M17CA758
 OJ0600'WITH LIGHT, 29.4 M (96.5 FT) SOUTH AND ACROSS LAKE STREET FROM THE
 OJ0600'SOUTHEAST CORNER OF CABIN NUMBER 3, WEST OF THE CENTER OF BUTTERNUT
 OJ0600'STREET.  MARK IS SET IN ROUND CONCRETE MONUMENT FLUSH WITH GROUND.
 OJ0600
 OJ0600                          STATION RECOVERY (2005)
 OJ0600
 OJ0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0600'MARK IS 0.5 M NNE OF FIBERGLASS WITNESS POST AND 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0726 ***********************************************************************
 OJ0726  DESIGNATION -  LAKEPORT AZ MK
 OJ0726  PID         -  OJ0726
 OJ0726  STATE/COUNTY-  MI/ST CLAIR
 OJ0726  USGS QUAD   -  LAKEPORT (1976)
 OJ0726
 OJ0726                         *CURRENT SURVEY CONTROL
 OJ0726  ___________________________________________________________________
 OJ0726* NAD 83(1994)-  43 08 23.14531(N)    082 29 47.18136(W)     ADJUSTED  
 OJ0726* NAVD 88     -       184.30   (+/-2cm)     604.7    (feet)  VERTCON   
 OJ0726  ___________________________________________________________________
 OJ0726  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 OJ0726  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0726
 OJ0726  HORZ ORDER  -  SECOND
 OJ0726  VERT ORDER  -  THIRD ? (See Below)
 OJ0726
 OJ0726.The horizontal coordinates were established by classical geodetic methods
 OJ0726.and adjusted by the National Geodetic Survey in February 1997..
 OJ0726
 OJ0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0726.The vertical order pertains to the NGVD 29 superseded value.
 OJ0726
 OJ0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0726
 OJ0726.The geoid height was determined by GEOID03.
 OJ0726
 OJ0726;                    North         East     Units Scale Factor Converg.
 OJ0726;SPC MI S     -   183,831.728 4,152,128.870   MT  0.99991674   +1 16 21.9
 OJ0726;SPC MI S     -   603,122.47 13,622,470.05   iFT  0.99991674   +1 16 21.9
 OJ0726;UTM  17      - 4,777,422.190   378,303.598   MT  0.99978219   -1 01 24.1
 OJ0726
 OJ0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0726!SPC MI S     -   0.99997655  x   0.99991674  =   0.99989329
 OJ0726!UTM  17      -   0.99997655  x   0.99978219  =   0.99975874
 OJ0726
 OJ0726                          SUPERSEDED SURVEY CONTROL
 OJ0726
 OJ0726  NAD 83(1986)-  43 08 23.13118(N)    082 29 47.21099(W) AD(       ) 2
 OJ0726  NAD 27      -  43 08 23.02922(N)    082 29 47.49387(W) AD(       ) 2
 OJ0726  NGVD 29 (07/19/86)  184.42   (m)          605.1    (f) LEVELING    3  
 OJ0726
 OJ0726.Superseded values are not recommended for survey control.
 OJ0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0726.See file dsdata.txt to determine how the superseded data were derived.
 OJ0726
 OJ0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7830477422(NAD 83)
 OJ0726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0726_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0726+STABILITY: SURFACE MOTION
 OJ0726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0726+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0726
 OJ0726  HISTORY     - Date     Condition        Report By
 OJ0726  HISTORY     - 1977     MONUMENTED       NGS
 OJ0726  HISTORY     - 1979     GOOD             NOS
 OJ0726  HISTORY     - 20050804 GOOD             NGS
 OJ0726
 OJ0726                          STATION DESCRIPTION
 OJ0726
 OJ0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0726'THE STATION IS LOCATED ABOUT 9 MILES SOUTH-SOUTHEAST OF
 OJ0726'LEXINGTON, 4-1/2 MILES EAST-SOUTHEAST OF JEDDO, 2 MILES NORTH
 OJ0726'OF LAKEPORT.
 OJ0726'
 OJ0726'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION
 OJ0726'OF MILWAUKEE STREET AND U.S. HIGHWAY 25 AT THE NORTH EDGE OF
 OJ0726'LAKEPORT, GO NORTH ON U.S. HIGHWAY 25 FOR 1.9 MILES TO A
 OJ0726'SIDE ROAD RIGHT AND SIGN (HARRIS ROAD).  TURN RIGHT AND GO EAST
 OJ0726'ON HARRIS ROAD FOR 0.2 MILE TO A CROSS ROAD.  TURN RIGHT AND
 OJ0726'GO SOUTH ON PAVED ROAD FOR ABOUT 100 FEET TO A SIDE ROAD LEFT
 OJ0726'AND THE ENTRANCE TO BURTCHVILLE COMMUNITY PARK.
 OJ0726'CONTINUE SOUTH ON PAVED ROAD FOR
 OJ0726'0.2 MILE TO THE MARK ON THE LEFT, AT THE SOUTHWEST CORNER OF
 OJ0726'THE PARK.
 OJ0726'
 OJ0726'AZIMUTH MARK, STAMPED---LAKEPORT 1977---, IS A STANDARD DISK
 OJ0726'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 OJ0726'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 32 FEET EAST
 OJ0726'OF CENTER OF THE ROAD, 18.6 FEET WEST-SOUTHWEST OF A FENCE
 OJ0726'CORNER, 5.7 FEET NORTH OF A METAL WITNESS POST AND 6 FEET
 OJ0726'NORTH-NORTHWEST OF A POWERLINE BRACE POLE.
 OJ0726'
 OJ0726'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION LAKEPORT.
 OJ0726'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0726'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.0 METER.
 OJ0726'DESCRIBED BY D.R. TYLER.
 OJ0726
 OJ0726                          STATION RECOVERY (1979)
 OJ0726
 OJ0726'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RCM)
 OJ0726'THE STATION WAS RECOVERED AS DESCRIBED IN 1977 WITH
 OJ0726'THE FOLLOWING EXCEPTION.  IT IS 0.05 MILE SOUTH OF THE PARK
 OJ0726'ENTERANCE INSTEAD OF 0.2 MILE.
 OJ0726'
 OJ0726'DESCRIBED BY J.D.S.
 OJ0726
 OJ0726                          STATION RECOVERY (2005)
 OJ0726
 OJ0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0727 ***********************************************************************
 OJ0727  DESIGNATION -  LAKEPORT DEL NORTE
 OJ0727  PID         -  OJ0727
 OJ0727  STATE/COUNTY-  MI/ST CLAIR
 OJ0727  USGS QUAD   -  LAKEPORT (1976)
 OJ0727
 OJ0727                         *CURRENT SURVEY CONTROL
 OJ0727  ___________________________________________________________________
 OJ0727* NAD 83(1994)-  43 08 26.68584(N)    082 29 36.57447(W)     ADJUSTED  
 OJ0727* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 OJ0727  ___________________________________________________________________
 OJ0727  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 OJ0727  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0727
 OJ0727  HORZ ORDER  -  THIRD
 OJ0727
 OJ0727.The horizontal coordinates were established by classical geodetic methods
 OJ0727.and adjusted by the National Geodetic Survey in February 1997..
 OJ0727
 OJ0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0727
 OJ0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0727
 OJ0727.The geoid height was determined by GEOID03.
 OJ0727
 OJ0727;                    North         East     Units Scale Factor Converg.
 OJ0727;SPC MI S     -   183,946.280 4,152,366.064   MT  0.99991682   +1 16 29.1
 OJ0727;SPC MI S     -   603,498.29 13,623,248.24   iFT  0.99991682   +1 16 29.1
 OJ0727;UTM  17      - 4,777,527.133   378,545.159   MT  0.99978146   -1 01 16.9
 OJ0727
 OJ0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0727!SPC MI S     -   0.99997756  x   0.99991682  =   0.99989438
 OJ0727!UTM  17      -   0.99997756  x   0.99978146  =   0.99975902
 OJ0727
 OJ0727|---------------------------------------------------------------------|
 OJ0727| PID    Reference Object                     Distance      Geod. Az  |
 OJ0727|                                                           dddmmss.s |
 OJ0727| OJ0726 LAKEPORT AZ MK                      263.429 METERS 24530     |
 OJ0727| OJ0600 LAKEPORT                            110.428 METERS 24646     |
 OJ0727|---------------------------------------------------------------------|
 OJ0727
 OJ0727                          SUPERSEDED SURVEY CONTROL
 OJ0727
 OJ0727  NAD 83(1986)-  43 08 26.67171(N)    082 29 36.60403(W) AD(       ) 3
 OJ0727  NAD 27      -  43 08 26.56967(N)    082 29 36.88728(W) AD(       ) 3
 OJ0727  NGVD 29 (07/19/86)  178.0    (m)          584.     (f) VERT ANG       
 OJ0727
 OJ0727.Superseded values are not recommended for survey control.
 OJ0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0727.See file dsdata.txt to determine how the superseded data were derived.
 OJ0727
 OJ0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7854577527(NAD 83)
 OJ0727_MARKER: T = CHISELED TRIANGLE
 OJ0727_SETTING: 0 = UNSPECIFIED SETTING
 OJ0727_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0727
 OJ0727  HISTORY     - Date     Condition        Report By
 OJ0727  HISTORY     - 1979     MONUMENTED       NOS
 OJ0727  HISTORY     - 20050804 MARK NOT FOUND   NGS
 OJ0727
 OJ0727                          STATION DESCRIPTION
 OJ0727
 OJ0727'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RCM)
 OJ0727'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF LAKEPORT ON
 OJ0727'A CONCRETE BOAT RAMP EAST OF THE BURTCHVILLE COMMUNITY PARK
 OJ0727'IN NORTH LAKEPORT.
 OJ0727'
 OJ0727'TO REACH THE STATION FROM THE CAUTION LIGHT AT THE INTERSECTION
 OJ0727'OF MILWAUKEE STREET AND HIGHWAY 25 AT THE NORTH EDGE OF
 OJ0727'LAKEPORT, GO NORTH ON U.S. HIGHWAY 25 1.9 MILES TO A SIDE
 OJ0727'ROAD RIGHT AND SIGN (HARRIS ROAD).  TURN RIGHT AND GO EAST ON
 OJ0727'HARRIS ROAD FOR 0.2 MILE TO A CROSS ROAD,
 OJ0727'CONTINUE STRAIGHT AHEAD ON A GRAVEL ROAD FOR 0.15 MILE TO A
 OJ0727'CONCRETE BOAT RAMP AT THE WATERS EDGE AND THE STATION.
 OJ0727'
 OJ0727'THE STATION IS A CHISELED X INSIDE A CHISELED TRIANGLE IN
 OJ0727'CONCRETE ON THE NORTH SIDE OF THE RAMP.  IT IS 14.9 FEET WEST
 OJ0727'OF THE EAST EDGE OF THE RAMP AND 4.2 FEET SOUTH OF THE NORTH
 OJ0727'EDGE OF THE RAMP.
 OJ0727'
 OJ0727'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS
 OJ0727'
 OJ0727'DESCRIBED BY J.D.S.
 OJ0727
 OJ0727                          STATION RECOVERY (2005)
 OJ0727
 OJ0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0599 ***********************************************************************
 OJ0599  CBN         -  This is a Cooperative Base Network Control Station.
 OJ0599  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0599  DESIGNATION -  LAKEPORT RM 2
 OJ0599  PID         -  OJ0599
 OJ0599  STATE/COUNTY-  MI/ST CLAIR
 OJ0599  USGS QUAD   -  LAKEPORT (1976)
 OJ0599
 OJ0599                         *CURRENT SURVEY CONTROL
 OJ0599  ___________________________________________________________________
 OJ0599* NAD 83(1994)-  43 08 25.50371(N)    082 29 41.89752(W)     ADJUSTED  
 OJ0599* NAVD 88     -       180.676  (meters)     592.77   (feet)  ADJUSTED  
 OJ0599  ___________________________________________________________________
 OJ0599  X           -     608,841.293 (meters)                     COMP
 OJ0599  Y           -  -4,621,474.515 (meters)                     COMP
 OJ0599  Z           -   4,338,997.285 (meters)                     COMP
 OJ0599  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 OJ0599  ELLIP HEIGHT-         145.90  (meters)          (07/12/02) GPS OBS
 OJ0599  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 OJ0599  DYNAMIC HT  -         180.635 (meters)     592.63  (feet)  COMP
 OJ0599  MODELED GRAV-     980,388.3   (mgal)                       NAVD 88
 OJ0599  OBS GRAVITY -     980,387.3   (mgal)                       GRAV_OBS
 OJ0599
 OJ0599  HORZ ORDER  -  B
 OJ0599  VERT ORDER  -  FIRST     CLASS II
 OJ0599  ELLP ORDER  -  THIRD     CLASS II
 OJ0599
 OJ0599.The horizontal coordinates were established by GPS observations
 OJ0599.and adjusted by the National Geodetic Survey in September 1995..
 OJ0599
 OJ0599.The orthometric height was determined by differential leveling
 OJ0599.and adjusted by the National Geodetic Survey in March 1997..
 OJ0599
 OJ0599.This Tidal Bench Mark is designated as VM 13033
 OJ0599.by the Center for Operational Oceanographic Products and Services.
 OJ0599
 OJ0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0599
 OJ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0599
 OJ0599.The ellipsoidal height was determined by GPS observations
 OJ0599.and is referenced to NAD 83.
 OJ0599
 OJ0599.The geoid height was determined by GEOID03.
 OJ0599
 OJ0599.The dynamic height is computed by dividing the NAVD 88
 OJ0599.geopotential number by the normal gravity value computed on the
 OJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0599.degrees latitude (g = 980.6199 gals.).
 OJ0599
 OJ0599.The modeled gravity was interpolated from observed gravity values.
 OJ0599.The observed gravity was obtained from relative gravimeter ties
 OJ0599.to the IGSN71 gravity network.
 OJ0599
 OJ0599;                    North         East     Units Scale Factor Converg.
 OJ0599;SPC MI S     -   183,907.137 4,152,246.621   MT  0.99991679   +1 16 25.5
 OJ0599;SPC MI S     -   603,369.87 13,622,856.37   iFT  0.99991679   +1 16 25.5
 OJ0599;UTM  17      - 4,777,492.811   378,424.260   MT  0.99978183   -1 01 20.5
 OJ0599
 OJ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0599!SPC MI S     -   0.99997712  x   0.99991679  =   0.99989391
 OJ0599!UTM  17      -   0.99997712  x   0.99978183  =   0.99975896
 OJ0599
 OJ0599                          SUPERSEDED SURVEY CONTROL
 OJ0599
 OJ0599  ELLIP H (09/20/95)  145.91   (m)                       GP(       ) 1 2
 OJ0599  NAVD 88 (06/15/91)  180.681  (m)          592.78   (f) UNKNOWN     1 2
 OJ0599  NGVD 29 (??/??/??)  180.800  (m)          593.17   (f) ADJUSTED    1 2
 OJ0599
 OJ0599.Superseded values are not recommended for survey control.
 OJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0599.See file dsdata.txt to determine how the superseded data were derived.
 OJ0599
 OJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7842477493(NAD 83)
 OJ0599_MARKER: DR = REFERENCE MARK DISK
 OJ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0599_SP_SET: CONCRETE POST
 OJ0599_STAMPING: LAKEPORT NO 2 1977
 OJ0599_MARK LOGO: NGS   
 OJ0599_PROJECTION: FLUSH
 OJ0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0599+STABILITY: SURFACE MOTION
 OJ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0599+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2005
 OJ0599
 OJ0599  HISTORY     - Date     Condition        Report By
 OJ0599  HISTORY     - 1977     MONUMENTED       NGS
 OJ0599  HISTORY     - 1980     GOOD             NGS
 OJ0599  HISTORY     - 19940611 GOOD             NGS
 OJ0599  HISTORY     - 19941018 GOOD             NOS
 OJ0599  HISTORY     - 19970618 GOOD             NGS
 OJ0599  HISTORY     - 20011001 GOOD             MI-147
 OJ0599  HISTORY     - 20021017 GOOD             ADVGEO
 OJ0599  HISTORY     - 20050804 GOOD             NGS
 OJ0599
 OJ0599                          STATION DESCRIPTION
 OJ0599
 OJ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0599'IN NORTH LAKEPORT.
 OJ0599'IN NORTH LAKEPORT, ON THE PROPERTY OF THE BURTCHVILLE COMMUNITY
 OJ0599'PARK, SET BETWEEN TWO WHITE GUARD POST, 27.20 METERS (89.2 FEET)
 OJ0599'SOUTHEAST OF THE SOUTHEAST CORNER OF CABIN NUMBER 6, 23.15 METERS
 OJ0599'(76.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF CABIN NUMBER 7,
 OJ0599'20.1 METERS (66.0 FEET) WEST-NORTHWEST OF THE STATION MARK, 12.2
 OJ0599'METERS (40.0 FEET) SOUTH OF THE CENTER OF LAKE  STREET.
 OJ0599
 OJ0599                          STATION RECOVERY (1994)
 OJ0599
 OJ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ0599'NOTE--STATION HAS GPS HORIZON BLOCKAGES OF 45 DEGREES TO THE EAST AND
 OJ0599'SOUTHEAST, 30 DEGREES TO THE SOUTH-SOUTHEAST, 25 DEGREES TO THE WEST,
 OJ0599'AND 28 DEGREES TO THE NORTHEAST.  STATION IS LOCATED ABOUT 17 KM
 OJ0599'(10.55 MI) NORTH OF PORT HURON, 3 KM (1.85 MI) NORTH OF LAKEPORT,
 OJ0599'ALONG THE NORTH EDGE OF THE BURCHVILLE COMMUNITY PARK IN NORTH
 OJ0599'LAKEPORT, IN THE NORTHWEST 1/4 OF SECTION 17, T 8 N, R 17 E.
 OJ0599'OWNERSHIP--BURCHVILLE TOWNSHIP.  TO REACH FROM THE UNDERPASS AT THE
 OJ0599'JUNCTION OF INTERSTATE HIGHWAYS 69, 94 AND STATE HIGHWAY 25 ON THE
 OJ0599'NORTH SIDE OF PORT HURON, GO NORTH ON HIGHWAY 25 FOR 14.03 KM (8.70
 OJ0599'MI) TO THE CAUTION LIGHT (MILWAUKEE STREET) IN LAKEPORT. CONTINUE
 OJ0599'AHEAD ON HIGHWAY 25 FOR 3.03 KM (1.90 MI) TO A PAVED CROSSROAD.  TURN
 OJ0599'RIGHT, EAST, ON HARRIS ROAD FOR 0.46 KM (0.30 MI) TO A CROSSROAD.
 OJ0599'TURN RIGHT, SOUTH, ON LAKE SHORE ROAD FOR 20 M (65.6 FT) TO A PAVED
 OJ0599'ROAD LEFT.  TURN LEFT, EAST, ON LAKE STREET FOR 0.11 KM (0.05 MI) TO
 OJ0599'THE STATION ON THE RIGHT.  STATION IS RECESSED 1 CM BELOW GROUND IN A
 OJ0599'LAWN.  IT IS 11.7 M (38.4 FT) SOUTH OF THE ROAD CENTER, 23.2 M (76.1
 OJ0599'FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF CABIN 4 ACROSS THE
 OJ0599'ROAD, 27.2 M (89.2 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF CABIN 5,
 OJ0599'1.9 M (6.2 FT) WEST OF A WOOD POST (OLD FENCE LINE) , 11.3 M (37.1 FT)
 OJ0599'EAST OF A WOOD POST, AND 15.3 M (50.2 FT) WEST OF AN 0.5 M (1.6 FT)
 OJ0599'DIAMETER PINE TREE.  DESCRIBED BY G.R. HEID.
 OJ0599
 OJ0599                          STATION RECOVERY (1994)
 OJ0599
 OJ0599'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0599'IN NORTH LAKEPORT, ON THE PROPERTY OF THE BURTCHVILLE COMMUNITY PARK,
 OJ0599'SET IN LINE WITH 6 INCH ROUND WOODEN POSTS.  27.20 METERS (89.24 FT)
 OJ0599'SOUTHEAST OF THE SOUTHEAST CORNER OF CABIN NUMBER 6, 23.15 METERS
 OJ0599'(75.95 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF CABIN NUMBER 4, 20.1
 OJ0599'METERS (65.9 FT) WEST-NORTHWEST OF THE STATION MARK LAKEPORT.  12.2
 OJ0599'METERS (40.0 FT) SOUTH OF THE CENTER OF LAKE STREET.  MARK IS SET
 OJ0599'FLUSH WITH THE GROUND IN A ROUND CONCRETE MONUMENT.
 OJ0599
 OJ0599                          STATION RECOVERY (1997)
 OJ0599
 OJ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED)
 OJ0599'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) SOUTH-SOUTHEAST OF
 OJ0599'LEXINGTON, MI., ABOUT 3.0 KM (1.85 MI) NORTH OF LAKEPORT, MI., IN
 OJ0599'NORTH LAKEPORT AT THE BURTCHVILLE COMMUNITY PARK.  NEAR THE NORTH EDGE
 OJ0599'OF THE PARK, IN THE GRASS JUST SOUTH OF LAKE STREET AND JUST SOUTHWEST
 OJ0599'OF A FIRE HYDRANT, IN LINE WITH A ROW OF 5 SHORT WOODEN GUARD POSTS.
 OJ0599'OWNERSHIP--BURTCHVILLE TOWNSHIP.  NOTE--THIS STATION IS 1 OF THE
 OJ0599'(INTERNATIONAL GREAT LAKES DATUM POINTS).  TO REACH THE STATION FROM
 OJ0599'THE BLINKING CAUTION LIGHT AT THE INTERSECTION/JUNCTION OF STATE
 OJ0599'HIGHWAY M25 AND MILWAUKEE STREET NEAR THE NORTH EDGE OF LAKEPORT, GO
 OJ0599'NORTH, 3.03 KM (1.90 MI) ALONG HIGHWAY M25 TO (HARRIS) ROAD AT A LARGE
 OJ0599'(LIGHT) BRICK CHURCH ON THE RIGHT.  TURN RIGHT, EAST, 0.46 KM (0.30
 OJ0599'MI) ALONG HARRIS ROAD TO A CROSSROAD (LAKE SHORE RD). TURN RIGHT,
 OJ0599'SOUTH, FOR ABOUT 20.0 M (65.6 FT) TO (LAKE ST) ON THE LEFT.  TURN
 OJ0599'LEFT, EAST, 0.14 KM (0.10 MI) ALONG LAKE STREET TO THE STATION ON THE
 OJ0599'RIGHT, JUST SOUTHWEST OF THE FIRE HYDRANT.  STATION IS 34.5 M (113.2
 OJ0599'FT) WEST OF THE BUTTERNUT STREET CENTER, 34.3 M (112.5 FT) NORTHWEST
 OJ0599'OF THE (SOUTHEAST) LAKE STREET CENTER, 20.1 M (65.9 FT) WEST-NORTHWEST
 OJ0599'OF TRIANGULATION STATION (LAKEPORT), 14.8 M (48.6 FT) NORTH-NORTHEAST
 OJ0599'OF THE WEST 1 OF 2 METAL VOLLEYBALL NET POSTS, 11.6 M (38.1 FT) SOUTH
 OJ0599'OF THE (NORTH) LAKE STREET CENTER, 6.9 M (22.6 FT) SOUTHWEST OF A
 OJ0599'6-INCH ROUND METAL WATER METER/VALVE COVER CENTER, 6.4 M (21.0 FT)
 OJ0599'SOUTHWEST OF A FIRE HYDRANT, AND THE MONUMENT IS ABOUT LEVEL WITH LAKE
 OJ0599'STREET AND RECESSED ABOUT 1-CM BELOW THE GROUND SURFACE.  BY R.G.
 OJ0599'HAYES
 OJ0599
 OJ0599                          STATION RECOVERY (2001)
 OJ0599
 OJ0599'RECOVERY NOTE BY ST CLAIR COUNTY MI 2001 (BMJ)
 OJ0599'RECOVERED AS DESCRIBED IN GOOD CONDITION
 OJ0599'SUBMITTED - FEBRUARY 21, 2002
 OJ0599
 OJ0599                          STATION RECOVERY (2002)
 OJ0599
 OJ0599'RECOVERY NOTE BY ADVANCED GEOMATICS 2002 (WFS)
 OJ0599'RECOVERED AS DESCRIBED.
 OJ0599
 OJ0599                          STATION RECOVERY (2005)
 OJ0599
 OJ0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 OJ0599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0030 ***********************************************************************
 OJ0030  DESIGNATION -  LAKEPORT USLS
 OJ0030  PID         -  OJ0030
 OJ0030  STATE/COUNTY-  MI/ST CLAIR
 OJ0030  USGS QUAD   -  LAKEPORT (1976)
 OJ0030
 OJ0030                         *CURRENT SURVEY CONTROL
 OJ0030  ___________________________________________________________________
 OJ0030* NAD 83(1986)-  43 06 54.     (N)    082 29 31.     (W)     SCALED    
 OJ0030* NAVD 88     -       181.206  (meters)     594.51   (feet)  ADJUSTED  
 OJ0030  ___________________________________________________________________
 OJ0030  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0030  DYNAMIC HT  -         181.164 (meters)     594.37  (feet)  COMP
 OJ0030  MODELED GRAV-     980,384.9   (mgal)                       NAVD 88
 OJ0030
 OJ0030  VERT ORDER  -  FIRST     CLASS 0
 OJ0030
 OJ0030.The horizontal coordinates were scaled from a topographic map and have
 OJ0030.an estimated accuracy of +/- 6 seconds.
 OJ0030
 OJ0030.The orthometric height was determined by differential leveling
 OJ0030.and adjusted by the National Geodetic Survey in June 1991..
 OJ0030
 OJ0030.The geoid height was determined by GEOID03.
 OJ0030
 OJ0030.The dynamic height is computed by dividing the NAVD 88
 OJ0030.geopotential number by the normal gravity value computed on the
 OJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0030.degrees latitude (g = 980.6199 gals.).
 OJ0030
 OJ0030.The modeled gravity was interpolated from observed gravity values.
 OJ0030
 OJ0030;                    North         East    Units  Estimated Accuracy
 OJ0030;SPC MI S     -   181,090.    4,152,560.      MT  (+/- 180 meters Scaled)
 OJ0030
 OJ0030                          SUPERSEDED SURVEY CONTROL
 OJ0030
 OJ0030  NGVD 29 (??/??/??)  181.334  (m)          594.93   (f) ADJUSTED    1 0
 OJ0030
 OJ0030.Superseded values are not recommended for survey control.
 OJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0030.See file dsdata.txt to determine how the superseded data were derived.
 OJ0030
 OJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH786746(NAD 83)
 OJ0030_MARKER: Z = SEE DESCRIPTION
 OJ0030_SETTING: 80 = SET IN A BOULDER
 OJ0030_SP_SET: BOULDER
 OJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0030+STABILITY: SURFACE MOTION
 OJ0030
 OJ0030  HISTORY     - Date     Condition        Report By
 OJ0030  HISTORY     - 1901     MONUMENTED       USLS
 OJ0030  HISTORY     - 1934     GOOD             NGS
 OJ0030  HISTORY     - 1980     GOOD             NGS
 OJ0030  HISTORY     - 19990703 GOOD             USPSQD
 OJ0030  HISTORY     - 20040418 GOOD             USPSQD
 OJ0030
 OJ0030                          STATION DESCRIPTION
 OJ0030
 OJ0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0030'AT LAKEPORT.
 OJ0030'LAKEPORT IS AT LAKEPORT, ST. CLAIR COUNTY, MICHIGAN, AT THE
 OJ0030'NORTHWEST CORNER OF MILWAUKEE AND SECOND STREETS, AT SOUTHEAST CORNER
 OJ0030'OF A VACANT LOT, 91.2 FEET FROM NORTHWEST CORNER OF THE METHODIST
 OJ0030'EPISCOPAL CHURCH, 51.8 FEET FROM SOUTHEAST CORNER OF THE BUILDING
 OJ0030'AT 3616 MILWAUKEE STREET, 36 FEET NORTH OF CENTERLINE OF
 OJ0030'MILWAUKEE STREET, 3.7 FEET NORTHEAST OF A UTILITY POLE, 2.5
 OJ0030'FEET BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 OJ0030'BRASS PLUG PROJECTING 1/4-INCH ABOVE TOP OF A GRANITE BOULDER.
 OJ0030'BM LAKEPORT 1901
 OJ0030
 OJ0030                          STATION RECOVERY (1980)
 OJ0030
 OJ0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0030'IN LAKEPORT, AT THE NORTHWEST CORNER OF THE JUNCTION OF MILWAUKEE
 OJ0030'STREET AND SECOND STREET IN A LARGE BOULDER, 10.9 METERS (36 FEET)
 OJ0030'NORTH OF THE CENTER OF MILWAUKEE STREET, 7.0 METERS (23 FEET) WEST
 OJ0030'OF THE CENTER OF SECOND STREET AND 1.1 METERS (3.7 FEET) NORTHEAST
 OJ0030'OF A UTILITY POLE.  NOTE, AT THIS TIME THE MARK WAS ENCASED IN A
 OJ0030'5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER FLUSH WITH THE
 OJ0030'GROUND AND STAMPED LAKEPORT.
 OJ0030'THE MARK IS 0.67 M BELOW GROUND.
 OJ0030
 OJ0030                          STATION RECOVERY (1999)
 OJ0030
 OJ0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0030'RECOVERED IN GOOD CONDITION.
 OJ0030
 OJ0030                          STATION RECOVERY (2004)
 OJ0030
 OJ0030'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1228 ***********************************************************************
 RJ1228  DESIGNATION -  LAKETON
 RJ1228  PID         -  RJ1228
 RJ1228  STATE/COUNTY-  MI/LUCE
 RJ1228  USGS QUAD   -  TAHQUAMENON LAKES (1972)
 RJ1228
 RJ1228                         *CURRENT SURVEY CONTROL
 RJ1228  ___________________________________________________________________
 RJ1228* NAD 83(1994)-  46 24 15.24726(N)    085 48 39.90511(W)     ADJUSTED  
 RJ1228* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 RJ1228  ___________________________________________________________________
 RJ1228  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 RJ1228  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 RJ1228
 RJ1228  HORZ ORDER  -  FIRST
 RJ1228
 RJ1228.The horizontal coordinates were established by classical geodetic methods
 RJ1228.and adjusted by the National Geodetic Survey in February 1997..
 RJ1228
 RJ1228.The orthometric height was scaled from a topographic map.
 RJ1228
 RJ1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1228
 RJ1228.The geoid height was determined by GEOID03.
 RJ1228
 RJ1228;                    North         East     Units Scale Factor Converg.
 RJ1228;SPC MI N     -   180,839.486 8,091,412.207   MT  0.99990498   +0 51 33.6
 RJ1228;SPC MI N     -   593,305.40 26,546,627.98   iFT  0.99990498   +0 51 33.6
 RJ1228;UTM  16      - 5,139,649.139   591,387.439   MT  0.99970266   +0 51 40.0
 RJ1228
 RJ1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1228!SPC MI N     -   0.99996259  x   0.99990498  =   0.99986757
 RJ1228!UTM  16      -   0.99996259  x   0.99970266  =   0.99966526
 RJ1228
 RJ1228:                Primary Azimuth Mark                     Grid Az
 RJ1228:SPC MI N     -  BEECH HILL LOOKOUT TOWER                 040 23 50.1
 RJ1228:UTM  16      -  BEECH HILL LOOKOUT TOWER                 040 23 43.7
 RJ1228
 RJ1228|---------------------------------------------------------------------|
 RJ1228| PID    Reference Object                     Distance      Geod. Az  |
 RJ1228|                                                           dddmmss.s |
 RJ1228| RJ1212 BEECH HILL LOOKOUT TOWER            APPROX. 8.3 KM 0411523.7 |
 RJ1228| CH1322 LAKETON AZ MK                                      0762040.5 |
 RJ1228| CH1324 LAKETON RM 2                         23.933 METERS 07823     |
 RJ1228| RJ1231 FOX                                 APPROX.11.9 KM 2331039.3 |
 RJ1228| CH1323 LAKETON RM 1                         26.451 METERS 35734     |
 RJ1228|---------------------------------------------------------------------|
 RJ1228
 RJ1228                          SUPERSEDED SURVEY CONTROL
 RJ1228
 RJ1228  NAD 83(1986)-  46 24 15.24132(N)    085 48 39.90225(W) AD(       ) 1
 RJ1228  NAD 27      -  46 24 15.29083(N)    085 48 39.41154(W) AD(       ) 1
 RJ1228
 RJ1228.Superseded values are not recommended for survey control.
 RJ1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1228.See file dsdata.txt to determine how the superseded data were derived.
 RJ1228
 RJ1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9138739649(NAD 83)
 RJ1228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1228_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1228
 RJ1228  HISTORY     - Date     Condition        Report By
 RJ1228  HISTORY     - 1965     MONUMENTED       CGS
 RJ1228  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ1228
 RJ1228                          STATION DESCRIPTION
 RJ1228
 RJ1228'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1228'STATION IS ABOUT 8 MILES NORTHEAST OF SENEY, 8 MILES NORTHWEST OF
 RJ1228'MC MILLAN, IN
 RJ1228'SECTION 4, T 46 N., R 12 W. AND ON STATE FOREST LAND.
 RJ1228'
 RJ1228'TO REACH THE STATION FROM THE CROSSROADS ABOUT 0.1 MILE EAST OF THE
 RJ1228'SCHOOL IN MC
 RJ1228'MILLAN, GO WEST ON STATE HIGHWAY 28 FOR 4.6 MILES TO A
 RJ1228'SIDE ROAD RIGHT (COUNTY ROAD
 RJ1228'421).  TURN RIGHT AND GO NORTH ON COUNTY
 RJ1228'ROAD 421 WHICH IS A GRAVELED ROAD FOR 2.2 MILES
 RJ1228'TO A FORK.  TAKE THE
 RJ1228'LEFT FORK AND CONTINUE NORTHWEST ON COUNTY ROAD 421 FOR 0.5 MILE
 RJ1228'TO A FORK.  TAKE
 RJ1228'THE RIGHT FORK AND CONTINUE NORTH-NORTHWEST ON COUNTY ROAD
 RJ1228'421 FOR 2.95 MILES TO A
 RJ1228'CROSSROAD.  TURN LEFT AND GO WESTERLY ON COUNTY
 RJ1228'ROAD 421 FOR 0.15 MILE TO A TRACK ROAD
 RJ1228'LEFT.  TURN LEFT AND GO SOUTHERLY
 RJ1228'ON THE TRACK ROAD FOR 0.55 MILE TO THE STATION ON THE
 RJ1228'RIGHT.
 RJ1228'
 RJ1228'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ACROSS A
 RJ1228'PARTIALLY CLEARED
 RJ1228'AREA FOR 0.2 MILE TO THE MARK.
 RJ1228'
 RJ1228'STATION MARKS ARE STANDARD DISKS STAMPED LAKETON 1965, THE SURFACE
 RJ1228'DISK IS SET IN A
 RJ1228'ROUND CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS
 RJ1228'5 FEET NORTH OF A METAL WITNESS
 RJ1228'POST, 16 FEET WEST OF A WOODEN SECTION
 RJ1228'LOCATION POST, 26 FEET WEST OF THE CENTER OF THE
 RJ1228'TRACK ROAD AND 28 FEET
 RJ1228'SOUTH OF A 12 INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN AN
 RJ1228'IRREGULAR MASS OF
 RJ1228'CONCRETE 48 INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1228'
 RJ1228'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAKETON NO 1 1965, IS
 RJ1228'SET IN A ROUND
 RJ1228'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 6 FEET
 RJ1228'NORTHEAST OF A 6 INCH PINE TREE,
 RJ1228'10 FEET SOUTHEAST OF AN 8 INCH PINE
 RJ1228'TREE AND 91 FEET NORTH OF THE METAL WITNESS POST.
 RJ1228'
 RJ1228'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAKETON NO 2 1965, IS
 RJ1228'SET IN A ROUND
 RJ1228'CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 17 FEET
 RJ1228'SOUTHEAST OF A 6 INCH PINE TREE
 RJ1228'AND 81 FEET EAST OF THE METAL WITNESS
 RJ1228'POST.
 RJ1228'
 RJ1228'AZIMUTH MARK, A STANDARD DISK STAMPED LAKETON 1965, IS SET IN A
 RJ1228'ROUND CONCRETE
 RJ1228'MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 2 FEET WEST OF A
 RJ1228'METAL WITNESS POST, 27 FEET NORTH
 RJ1228'OF A 6 INCH ASPEN TREE AND 112 FEET
 RJ1228'SOUTHEAST OF AN 8 INCH BIRCH TREE.
 RJ1228'
 RJ1228'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RJ1228
 RJ1228                          STATION RECOVERY (1971)
 RJ1228
 RJ1228'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ1228'LAKETON AND R.M.S 1 AND 2 FOUND IN GOOD CONDITION.  AZ. MK. NOW
 RJ1228'OBSCURED.
 RJ1228'
 RJ1228'DISTANCES AND DIRECTIONS CHECKED O.K.
 RJ1228'
 RJ1228'ORIGINAL DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0605 ***********************************************************************
 OK0605  DESIGNATION -  LAKEVIEW
 OK0605  PID         -  OK0605
 OK0605  STATE/COUNTY-  MI/MONTCALM
 OK0605  USGS QUAD   -  LAKEVIEW (1985)
 OK0605
 OK0605                         *CURRENT SURVEY CONTROL
 OK0605  ___________________________________________________________________
 OK0605* NAD 83(1994)-  43 24 59.49802(N)    085 20 14.06772(W)     ADJUSTED  
 OK0605* NAVD 88     -       333.     (meters)    1093.     (feet)  SCALED    
 OK0605  ___________________________________________________________________
 OK0605  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 OK0605  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 OK0605
 OK0605  HORZ ORDER  -  FIRST
 OK0605
 OK0605.The horizontal coordinates were established by classical geodetic methods
 OK0605.and adjusted by the National Geodetic Survey in February 1997..
 OK0605
 OK0605.The orthometric height was scaled from a topographic map.
 OK0605
 OK0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0605
 OK0605.The geoid height was determined by GEOID03.
 OK0605
 OK0605;                    North         East     Units Scale Factor Converg.
 OK0605;SPC MI S     -   213,340.976 3,921,400.794   MT  0.99994987   -0 39 37.8
 OK0605;SPC MI S     -   699,937.59 12,865,488.17   iFT  0.99994987   -0 39 37.8
 OK0605;UTM  16      - 4,808,413.780   634,610.753   MT  0.99982289   +1 08 34.7
 OK0605
 OK0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0605!SPC MI S     -   0.99995293  x   0.99994987  =   0.99990280
 OK0605!UTM  16      -   0.99995293  x   0.99982289  =   0.99977583
 OK0605
 OK0605|---------------------------------------------------------------------|
 OK0605| PID    Reference Object                     Distance      Geod. Az  |
 OK0605|                                                           dddmmss.s |
 OK0605| CH0361 LAKEVIEW RM 1                                      12856     |
 OK0605| CH0362 LAKEVIEW RM 2                                      21329     |
 OK0605| OK0610 ENSLEY                              APPROX.22.3 KM 2552456.1 |
 OK0605| OK0609 HOWARD CITY WATER TANK              APPROX.10.7 KM 2595143.3 |
 OK0605|---------------------------------------------------------------------|
 OK0605
 OK0605                          SUPERSEDED SURVEY CONTROL
 OK0605
 OK0605  NAD 83(1986)-  43 24 59.49527(N)    085 20 14.07891(W) AD(       ) 1
 OK0605  NAD 27      -  43 24 59.38300(N)    085 20 13.96300(W) AD(       ) 1
 OK0605
 OK0605.Superseded values are not recommended for survey control.
 OK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0605.See file dsdata.txt to determine how the superseded data were derived.
 OK0605
 OK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP3461108414(NAD 83)
 OK0605_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0605
 OK0605  HISTORY     - Date     Condition        Report By
 OK0605  HISTORY     - 1931     MONUMENTED       CGS
 OK0605  HISTORY     - 1932     SEE DESCRIPTION  CGS
 OK0605  HISTORY     - 1980     GOOD             MIDH
 OK0605  HISTORY     - 19940622 GOOD             USPSQD
 OK0605  HISTORY     - 19970315 GOOD             USPSQD
 OK0605  HISTORY     - 20011205 GOOD             NGS
 OK0605
 OK0605                          STATION DESCRIPTION
 OK0605
 OK0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 OK0605'ABOUT 7 MILES
 OK0605'(AIRLINE)
 OK0605'EAST-NORTHEAST OF HOWARD CITY AND ABOUT 1/4 MILE WEST OF CENTER OF
 OK0605'SEC. 24, T. 12 N., R. 9 W.  TO
 OK0605'REACH FROM HOWARD CITY BY ROUTE M-46, GO 9.5 MILES TO
 OK0605'ROAD LEADING SOUTH, FOLLOW THIS ROAD FOR
 OK0605'1 MILE TO FARM ROAD LEADING WEST, AND FOLLOW
 OK0605'ROAD AROUND RED BARN AND AROUND FIELDS TO FOOT OF HILL.
 OK0605'FORM HERE WALK UP RIDGE
 OK0605'BEARING A LITTLE NORTHWEST TO TOP OF RIDGE.  STATION IS ON HIGH
 OK0605'GROUND AT NORTHWEST END OF RIDGE
 OK0605'AT SMALL OPENING IN BIRCH GROVE.  SURFACE AND UNDERGROUND MARKS
 OK0605'ARE STANDARD DISK STATION MARKS
 OK0605'IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS
 OK0605'ABOUT 4 INCHES.  REFERENCE MARKS ARE STANDARD
 OK0605'REFERENCE DISKS IN CONCRETE,
 OK0605'NOTE 11A.  NO. 1 IS ON SAME RIDGE AS STATION, AND 30.708 METERS
 OK0605'(100.75 FEET) (SLOPE
 OK0605'DISTANCE) THEREFROM IN AZIMUTH 308 DEG 56 MIN.  NO. 2 IS AT EAST
 OK0605'CORNER OF WIRE FENCE BY WOODEN
 OK0605'GATE, 7 METERS (23 FEET) NORTH OF WEST OF CENTER LINE OF NORTHEAST-
 OK0605'AND-SOUTHWEST ROAD, AND
 OK0605'APPROXIMATELY 3/4 MILE FROM STATION IN AZIMUTH 33 DEG 29 MIN 39 SEC.
 OK0605'AZIMUTH FROM STATION TO LAKEVIEW,
 OK0605'MUNICIPAL WATER TANK IS 235 DEG 33 MIN 04 SEC.
 OK0605
 OK0605                          STATION RECOVERY (1980)
 OK0605
 OK0605'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (NCK)
 OK0605'THE STATION WAS RECOVERED AND IN GOOD CONDITION AS DESCRIBED.  THE
 OK0605'STATION NOW PROJECTS 2.8 FEET, BUT IS SOLID.  SUGGEST LOWERING OR
 OK0605'MOVING OF STATION AS IT IS NOW IN A SKI SLOPE DEVELOPMENT.
 OK0605'
 OK0605'REFERENCE MARK 2 WAS RECOVERED AND IN GOOD CONDITION AS DESCRIBED.  A
 OK0605'METAL WITNESS POST WAS PLACED NEAR THE MARK.
 OK0605
 OK0605                          STATION RECOVERY (1994)
 OK0605
 OK0605'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0605'RECOVERED IN GOOD CONDITION.
 OK0605
 OK0605                          STATION RECOVERY (1997)
 OK0605
 OK0605'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0605'RECOVERED IN GOOD CONDITION.
 OK0605
 OK0605                          STATION RECOVERY (2001)
 OK0605
 OK0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1792 ***********************************************************************
 NF1792  DESIGNATION -  LAKEVIEW
 NF1792  PID         -  NF1792
 NF1792  STATE/COUNTY-  MI/CALHOUN
 NF1792  USGS QUAD   -  BATTLE CREEK (1985)
 NF1792
 NF1792                         *CURRENT SURVEY CONTROL
 NF1792  ___________________________________________________________________
 NF1792* NAD 83(1994)-  42 16 03.44962(N)    085 10 43.88676(W)     ADJUSTED  
 NF1792* NAVD 88     -       275.5    (meters)     904.     (feet)  VERTCON   
 NF1792  ___________________________________________________________________
 NF1792  X           -     397,303.119 (meters)                     COMP
 NF1792  Y           -  -4,710,510.218 (meters)                     COMP
 NF1792  Z           -   4,267,811.364 (meters)                     COMP
 NF1792  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 NF1792  ELLIP HEIGHT-         242.11  (meters)          (07/17/02) GPS OBS
 NF1792  GEOID HEIGHT-         -33.36  (meters)                     GEOID03
 NF1792
 NF1792  HORZ ORDER  -  FIRST
 NF1792  ELLP ORDER  -  FOURTH    CLASS I
 NF1792
 NF1792.The horizontal coordinates were established by GPS observations
 NF1792.and adjusted by the National Geodetic Survey in February 1997..
 NF1792
 NF1792.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1792
 NF1792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1792
 NF1792.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1792
 NF1792.The ellipsoidal height was determined by GPS observations
 NF1792.and is referenced to NAD 83.
 NF1792
 NF1792.The geoid height was determined by GEOID03.
 NF1792
 NF1792;                    North         East     Units Scale Factor Converg.
 NF1792;SPC MI S     -    85,589.665 3,932,995.486   MT  0.99996453   -0 33 09.8
 NF1792;SPC MI S     -   280,805.99 12,903,528.50   iFT  0.99996453   -0 33 09.8
 NF1792;UTM  16      - 4,681,096.716   650,191.532   MT  0.99987755   +1 13 30.4
 NF1792
 NF1792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1792!SPC MI S     -   0.99996203  x   0.99996453  =   0.99992656
 NF1792!UTM  16      -   0.99996203  x   0.99987755  =   0.99983958
 NF1792
 NF1792                          SUPERSEDED SURVEY CONTROL
 NF1792
 NF1792  ELLIP H (02/03/97)  242.12   (m)                       GP(       ) 4 1
 NF1792  NAD 83(1986)-  42 16 03.44971(N)    085 10 43.90084(W) AD(       ) 1
 NF1792  NGVD 29 (09/14/93)  275.6    (m)          904.     (f) GPS OBS        
 NF1792
 NF1792.Superseded values are not recommended for survey control.
 NF1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1792.See file dsdata.txt to determine how the superseded data were derived.
 NF1792
 NF1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM5019281097(NAD 83)
 NF1792_MARKER: DS = TRIANGULATION STATION DISK
 NF1792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NF1792_SP_SET: DISK SET IN RETAINING WALL
 NF1792_STAMPING: LAKEVIEW 1992
 NF1792_MARK LOGO: NGS   
 NF1792_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1792+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 NF1792
 NF1792  HISTORY     - Date     Condition        Report By
 NF1792  HISTORY     - 1992     MONUMENTED       NGS
 NF1792  HISTORY     - 20011128 GOOD             NGS
 NF1792  HISTORY     - 20050909 GOOD             USPSQD
 NF1792
 NF1792                          STATION DESCRIPTION
 NF1792
 NF1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 NF1792'STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF THE CENTER OF GOGUAC
 NF1792'LAKE IN THE SOUTHEAST PART OF THE CITY OF BATTLE CREEK, ONE MILE
 NF1792'NORTHEAST OF THE INTERCHANGE WITH CAPITOL AVENUE AND AT THE I-94
 NF1792'INTERCHANGE WITH M-66, IN QUAD 420852. IT CAN BE PLOTTED ON THE USGS
 NF1792'QUADRANGLE MAP BATTLE CREEK IN THE SW 1/4 OF SECTION 30 T2S,R7W,
 NF1792'EMMETT TOWNSHIP.
 NF1792'TO REACH FROM THE I-94 INTERCHANGE WITH M-66, GO SOUTH ON M-66 TO THE
 NF1792'SOUTH END OF THE BRIDGE OVER I-94 AND THE STATION IN THE RETAING WALL
 NF1792'ON THE LEFT.
 NF1792'STATION IS 18 FT (5.5 M) EAST FROM THE INTERSECTION OF THE SOUTHEAST
 NF1792'CORNER OF THE SOUTH BOUND M-66 BRIDGE OVER I-94 AND THE RETENTION
 NF1792'WALL, 22 FT (6.7 M) NORTHWEST FROM A CATCH BASIN IN THE CENTER OF THE
 NF1792'M-66 MEDIAN.
 NF1792'STATION IS GROUND VISIBLE WITH STATION SOUTH HILL 1.4 KM (0.9 MI)
 NF1792'SOUTH AND EAST OF M-66.
 NF1792
 NF1792                          STATION RECOVERY (2001)
 NF1792
 NF1792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1792'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1792
 NF1792                          STATION RECOVERY (2005)
 NF1792
 NF1792'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1792'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1609 ***********************************************************************
 MC1609  DESIGNATION -  LAMBPORT
 MC1609  PID         -  MC1609
 MC1609  STATE/COUNTY-  MI/MONROE
 MC1609  USGS QUAD   -  SYLVANIA (1980)
 MC1609
 MC1609                         *CURRENT SURVEY CONTROL
 MC1609  ___________________________________________________________________
 MC1609* NAD 83(1994)-  41 44 25.94683(N)    083 39 01.23541(W)     ADJUSTED  
 MC1609* NAVD 88     -       201.9    (meters)     662.     (feet)  GPS OBS   
 MC1609  ___________________________________________________________________
 MC1609  X           -     527,138.756 (meters)                     COMP
 MC1609  Y           -  -4,737,118.707 (meters)                     COMP
 MC1609  Z           -   4,224,255.042 (meters)                     COMP
 MC1609  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MC1609  ELLIP HEIGHT-         166.71  (meters)          (07/17/02) GPS OBS
 MC1609  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1609
 MC1609  HORZ ORDER  -  FIRST
 MC1609  ELLP ORDER  -  FOURTH    CLASS I
 MC1609
 MC1609.This mark is at Toledo Suburban Airport (5G9)
 MC1609
 MC1609.The horizontal coordinates were established by GPS observations
 MC1609.and adjusted by the National Geodetic Survey in February 1997..
 MC1609
 MC1609.The orthometric height was determined by GPS observations and a
 MC1609.high-resolution geoid model.
 MC1609
 MC1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1609
 MC1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1609
 MC1609.The ellipsoidal height was determined by GPS observations
 MC1609.and is referenced to NAD 83.
 MC1609
 MC1609.The geoid height was determined by GEOID03.
 MC1609
 MC1609;                    North         East     Units Scale Factor Converg.
 MC1609;SPC MI S     -    26,973.373 4,059,593.928   MT  1.00010444   +0 29 14.9
 MC1609;SPC MI S     -    88,495.32 13,318,877.72   iFT  1.00010444   +0 29 14.9
 MC1609;SPC OH N     -   230,934.135   504,309.015   MT  1.00000807   -0 45 20.6
 MC1609;UTM  17      - 4,624,364.342   279,606.433   MT  1.00019777   -1 45 54.7
 MC1609
 MC1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1609!SPC MI S     -   0.99997385  x   1.00010444  =   1.00007829
 MC1609!SPC OH N     -   0.99997385  x   1.00000807  =   0.99998192
 MC1609!UTM  17      -   0.99997385  x   1.00019777  =   1.00017162
 MC1609
 MC1609:                Primary Azimuth Mark                     Grid Az
 MC1609:SPC MI S     -  LAMBPORT AZ MK                           176 55 54.7
 MC1609:SPC OH N     -  LAMBPORT AZ MK                           178 10 30.2
 MC1609:UTM  17      -  LAMBPORT AZ MK                           179 11 04.3
 MC1609
 MC1609|---------------------------------------------------------------------|
 MC1609| PID    Reference Object                     Distance      Geod. Az  |
 MC1609|                                                           dddmmss.s |
 MC1609| MC1610 LAMBPORT AZ MK                      461.155 METERS 1772509.6 |
 MC1609|---------------------------------------------------------------------|
 MC1609
 MC1609                          SUPERSEDED SURVEY CONTROL
 MC1609
 MC1609  ELLIP H (02/03/97)  166.80   (m)                       GP(       ) 4 1
 MC1609  NAD 83(1986)-  41 44 25.95802(N)    083 39 01.24988(W) AD(       ) 1
 MC1609  NAD 83(1986)-  41 44 25.95747(N)    083 39 01.25696(W) AD(       ) 1
 MC1609  NAD 83(1986)-  41 44 25.94977(N)    083 39 01.26327(W) AD(       ) 3
 MC1609  NGVD 29 (03/27/91)  202.4    (m)          664.     (f) GPS OBS        
 MC1609
 MC1609.Superseded values are not recommended for survey control.
 MC1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1609.See file dsdata.txt to determine how the superseded data were derived.
 MC1609
 MC1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7960624364(NAD 83)
 MC1609_MARKER: I = METAL ROD
 MC1609_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1609_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1609_STAMPING: LAMBPORT 1989
 MC1609_MARK LOGO: NGS   
 MC1609_PROJECTION: FLUSH
 MC1609_MAGNETIC: I = MARKER IS A STEEL ROD
 MC1609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 MC1609+STABILITY: POSITION/ELEVATION WELL
 MC1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1609+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 MC1609_ROD/PIPE-DEPTH: 10.7 meters
 MC1609_SLEEVE-DEPTH  : 1.0 meters
 MC1609
 MC1609  HISTORY     - Date     Condition        Report By
 MC1609  HISTORY     - 1989     MONUMENTED       NGS
 MC1609  HISTORY     - 19900201 GOOD
 MC1609  HISTORY     - 19910715 GOOD             NGS
 MC1609  HISTORY     - 19930923 GOOD             GEOMET
 MC1609  HISTORY     - 19970824 GOOD             LOCENG
 MC1609  HISTORY     - 20010626 GOOD             INDIV
 MC1609
 MC1609                          STATION DESCRIPTION
 MC1609
 MC1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1609'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTHWEST OF
 MC1609'LAMBERTVILLE, AT THE LAMBERTVILLE TOLEDO SUBURBAN AIRPORT, IN A LARGE
 MC1609'GRASSY AREA ABOUT 80 METERS SOUTH OF THE AIRPORT OFFICE.
 MC1609'OWNERSHIP---SUBURBAN AVIATION INC, C/O AIRPORT MANAGER THOMAS A.
 MC1609'TRUMBULL, 4383 SECTION ROAD, OTTAWA LAKE MI 49267.  PHONE IS
 MC1609'(313)-856-6103 OR (419)-882-0433.
 MC1609'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAYS 23, 223 AND
 MC1609'STERNS ROAD (EXIT 1), ABOUT 6.0 KM (3.75 MI) SOUTHWEST OF
 MC1609'LAMBERTVILLE, GO EAST FOR 3.4 KM (2.10 MI) ON STERNS ROAD TO A
 MC1609'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON
 MC1609'WHITEFORD CENTER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST
 MC1609'FOR 0.3 KM (0.20 MI) ON SECTION ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 MC1609'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS THE
 MC1609'PARKING LOT TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST, THEN SOUTH
 MC1609'FOR 0.1 KM (0.05 MI) ON THE PAVED AND GRAVEL ROAD TO A PAVED ROAD
 MC1609'RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.05 MI), PASSING BETWEEN
 MC1609'HANGARS, ON A PAVED ROAD AND ON A TAXIWAY TO THE STATION ON THE LEFT
 MC1609'JUST BEFORE A CONNECTING TAXIWAY LEFT.
 MC1609'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MC1609'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.7 METERS IN A GREASE
 MC1609'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MC1609'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MC1609'61.2 M (200.8 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE AIRPORT
 MC1609'OFFICE, 57.3 M (188.0 FT) EAST FROM THE NORTHEAST CORNER OF A BEIGE
 MC1609'HANGAR, 53.2 M (174.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF
 MC1609'THE BANNERS INC. AERIAL ADVERTISING OFFICE AND 17.1 M (56.1 FT) SOUTH
 MC1609'FROM THE SOUTH EDGE OF A TAXIWAY.
 MC1609'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 MC1609'DESCRIBED BY J.B. WARD.
 MC1609'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MC1609
 MC1609                          STATION RECOVERY (1990)
 MC1609
 MC1609'RECOVERED 1990
 MC1609'RECOVERED IN GOOD CONDITION.
 MC1609
 MC1609                          STATION RECOVERY (1991)
 MC1609
 MC1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MC1609'THE STATION IS LOCATED ABOUT 3.8 KM (2.4 MI) SOUTHWEST OF
 MC1609'LAMBERTVILLE, AT THE LAMBERTVILLE/TOLEDO SUBURBAN AIRPORT, IN A LARGE
 MC1609'GRASSY AREA ABOUT 80 METERS SOUTH OF THE AIRPORT OFFICE.
 MC1609'OWNERSHIP---SUBURBAN AVIATION INC, C/O AIRPORT MANAGER THOMAS A.
 MC1609'TRUMBULL, 4383 SECTION ROAD, OTTAWA LAKE, MI. 49267. PHONE
 MC1609'313-856-6103 OR 419-882-0433.
 MC1609'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAYS 23, 223 AND
 MC1609'STERNS ROAD (EXIT 1), ABOUT 6.0 KM (3.7 MI) SOUTHWEST OF
 MC1609'LAMBERTVILLE, GO EAST FOR 3.4 KM (2.1 MI) ON STERNS ROAD TO A
 MC1609'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.0 KM (0.6 MI) ON
 MC1609'WHITEFORD CENTER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST
 MC1609'FOR 0.3 KM (0.2 MI) ON SECTION ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 MC1609'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS
 MC1609'THE PARKING LOT TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST, THEN
 MC1609'SOUTH FOR 0.1 KM (0.1 MI) ON THE PAVED AND GRAVEL ROAD TO A PAVED
 MC1609'ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.1 KM (0.1 MI) , PASSING
 MC1609'BETWEEN HANGARS, ON A PAVED ROAD AND ON A TAXIWAY TO THE STATION ON
 MC1609'THE LEFT JUST BEFORE A CONNECTING TAXIWAY LEFT.
 MC1609'LOCATED 61.2 M (200.8 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE
 MC1609'AIRPORT OFFICE, 57.3 M (188.0 FT) EAST FROM THE NORTHEAST CORNER OF A
 MC1609'BEIGE HANGAR, 53.2 M (174.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST
 MC1609'CORNER OF THE BANNERS INC. AERIAL ADVERTISING OFFICE AND 17.1 M
 MC1609'(56.1 FT) SOUTH FROM THE SOUTH EDGE OF A TAXIWAY.
 MC1609
 MC1609                          STATION RECOVERY (1993)
 MC1609
 MC1609'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1993
 MC1609'RECOVERED IN GOOD CONDITION.
 MC1609
 MC1609                          STATION RECOVERY (1997)
 MC1609
 MC1609'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (LEB)
 MC1609'RECOVERED AS DESCRIBED.  STATION SUITABLE FOR SATELLITE (GPS)
 MC1609'OBSERVATIONS.
 MC1609
 MC1609                          STATION RECOVERY (2001)
 MC1609
 MC1609'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TGH)
 MC1609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1610 ***********************************************************************
 MC1610  DESIGNATION -  LAMBPORT AZ MK
 MC1610  PID         -  MC1610
 MC1610  STATE/COUNTY-  MI/MONROE
 MC1610  USGS QUAD   -  SYLVANIA (1980)
 MC1610
 MC1610                         *CURRENT SURVEY CONTROL
 MC1610  ___________________________________________________________________
 MC1610* NAD 83(1994)-  41 44 11.01480(N)    083 39 00.33688(W)     ADJUSTED  
 MC1610* NAVD 88     -       203.2    (meters)     667.     (feet)  GPS OBS   
 MC1610  ___________________________________________________________________
 MC1610  X           -     527,193.374 (meters)                     COMP
 MC1610  Y           -  -4,737,421.780 (meters)                     COMP
 MC1610  Z           -   4,223,911.764 (meters)                     COMP
 MC1610  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 MC1610  ELLIP HEIGHT-         167.45  (meters)          (07/17/02) GPS OBS
 MC1610  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 MC1610
 MC1610  HORZ ORDER  -  FIRST
 MC1610  ELLP ORDER  -  FOURTH    CLASS I
 MC1610
 MC1610.This mark is at Toledo Suburban Airport (5G9)
 MC1610
 MC1610.The horizontal coordinates were established by GPS observations
 MC1610.and adjusted by the National Geodetic Survey in February 1997..
 MC1610
 MC1610.The orthometric height was determined by GPS observations and a
 MC1610.high-resolution geoid model.
 MC1610
 MC1610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MC1610
 MC1610.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1610
 MC1610.The ellipsoidal height was determined by GPS observations
 MC1610.and is referenced to NAD 83.
 MC1610
 MC1610.The geoid height was determined by GEOID03.
 MC1610
 MC1610;                    North         East     Units Scale Factor Converg.
 MC1610;SPC MI S     -    26,512.831 4,059,618.613   MT  1.00010587   +0 29 15.5
 MC1610;SPC MI S     -    86,984.35 13,318,958.70   iFT  1.00010587   +0 29 15.5
 MC1610;SPC OH N     -   230,473.211   504,323.701   MT  1.00000722   -0 45 20.0
 MC1610;UTM  17      - 4,623,903.142   279,612.998   MT  1.00019773   -1 45 53.6
 MC1610
 MC1610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1610!SPC MI S     -   0.99997374  x   1.00010587  =   1.00007960
 MC1610!SPC OH N     -   0.99997374  x   1.00000722  =   0.99998096
 MC1610!UTM  17      -   0.99997374  x   1.00019773  =   1.00017146
 MC1610
 MC1610:                Primary Azimuth Mark                     Grid Az
 MC1610:SPC MI S     -  LAMBPORT                                 356 55 54.7
 MC1610:SPC OH N     -  LAMBPORT                                 358 10 30.2
 MC1610:UTM  17      -  LAMBPORT                                 359 11 03.8
 MC1610
 MC1610|---------------------------------------------------------------------|
 MC1610| PID    Reference Object                     Distance      Geod. Az  |
 MC1610|                                                           dddmmss.s |
 MC1610| MC1609 LAMBPORT                            461.155 METERS 3572510.2 |
 MC1610|---------------------------------------------------------------------|
 MC1610
 MC1610                          SUPERSEDED SURVEY CONTROL
 MC1610
 MC1610  ELLIP H (02/03/97)  168.01   (m)                       GP(       ) 4 1
 MC1610  NAD 83(1986)-  41 44 11.02692(N)    083 39 00.35262(W) AD(       ) 1
 MC1610  NAD 83(1986)-  41 44 11.02494(N)    083 39 00.35786(W) AD(       ) 1
 MC1610  NAD 83(1986)-  41 44 11.01718(N)    083 39 00.36416(W) AD(       ) 3
 MC1610  NGVD 29 (03/27/91)  203.6    (m)          668.     (f) GPS OBS        
 MC1610
 MC1610.Superseded values are not recommended for survey control.
 MC1610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1610.See file dsdata.txt to determine how the superseded data were derived.
 MC1610
 MC1610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7961323903(NAD 83)
 MC1610_MARKER: I = METAL ROD
 MC1610_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MC1610_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MC1610_STAMPING: LAMBPORT AZ MK 1989
 MC1610_MARK LOGO: NGS   
 MC1610_PROJECTION: FLUSH
 MC1610_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MC1610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC1610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MC1610+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1993
 MC1610_ROD/PIPE-DEPTH: 15.8 meters
 MC1610_SLEEVE-DEPTH  : 1.0 meters
 MC1610
 MC1610  HISTORY     - Date     Condition        Report By
 MC1610  HISTORY     - 1989     MONUMENTED       NGS
 MC1610  HISTORY     - 19900201 GOOD
 MC1610  HISTORY     - 19921204 GOOD             PLSO
 MC1610  HISTORY     - 19930116 GOOD
 MC1610
 MC1610                          STATION DESCRIPTION
 MC1610
 MC1610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MC1610'THE STATION IS LOCATED ABOUT 3.8 KM (2.35 MI) SOUTHWEST OF
 MC1610'LAMBERTVILLE, AT THE LAMBERTVILLE TOLEDO SUBURBAN AIRPORT, IN A GRASS
 MC1610'ISLAND THAT IS FORMED BY THE RUNWAY AND TWO CONNECTING TAXIWAYS.
 MC1610'OWNERSHIP---SUBURBAN AVIATION INC, C/O AIRPORT MANAGER THOMAS A.
 MC1610'TRUMBULL, 4383 SECTION ROAD, OTTAWA LAKE MI 49267.  PHONE IS
 MC1610'(313)-856-6103 OR (419)-882-0433.
 MC1610'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23 AND 223 AND
 MC1610'STERNS ROAD (EXIT 1), ABOUT 6.0 KM (3.75 MI) SOUTHWEST OF
 MC1610'LAMBERTVILLE, GO EAST FOR 3.4 KM (2.10 MI) ON STERNS ROAD TO A
 MC1610'CROSSROAD.  TURN RIGHT AND GO SOUTHEAST FOR 1.0 KM (0.60 MI) ON
 MC1610'WHITEFORD CENTER ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO WEST
 MC1610'FOR 0.3 KM (0.20 MI) ON SECTION ROAD TO A PAVED ROAD LEFT.  TURN LEFT
 MC1610'AND GO SOUTH FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS THE
 MC1610'PARKING LOT TO A PAVED ROAD LEFT.  TURN LEFT AND GO EAST THEN SOUTH
 MC1610'FOR 0.1 KM (0.05 MI) ON THE PAVED AND GRAVEL ROAD TO A PAVED ROAD
 MC1610'RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 KM (0.10 MI), PASSING BETWEEN
 MC1610'HANGARS, ON A PAVED ROAD AND ON A TAXIWAY TO A CONNECTING TAXIWAY
 MC1610'LEFT.  TURN LEFT AND GO SOUTH FOR 0.4 KM (0.25 MI) ON THE CONNECTING
 MC1610'TAXIWAY TO THE STATION ON THE LEFT JUST PAST A CONNECTING TAXIWAY
 MC1610'LEFT.
 MC1610'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MC1610'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 15.8 METERS IN A GREASE
 MC1610'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 MC1610'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 MC1610'33.7 M (110.6 FT) EAST FROM THE CENTER OF A CONNECTING TAXIWAY, 26.3 M
 MC1610'(86.3 FT) NORTH FROM THE NORTH EDGE OF THE RUNWAY, 13.8 M (45.3 FT)
 MC1610'SOUTH FROM THE SOUTH EDGE OF A CONNECTING TAXIWAY, 8.0 M (26.2 FT)
 MC1610'WEST-NORTHWEST FROM A CONCRETE SUPPORT FOR A WINDSOCK AND 0.9 M
 MC1610'(3.0 FT) WEST-NORTHWEST FROM A CARSONITE WITNESS POST.
 MC1610'NOTE-CALL IN ADVANCE GATE MAY BE LOCKED.
 MC1610'DESCRIBED BY J.B. WARD.
 MC1610
 MC1610                          STATION RECOVERY (1990)
 MC1610
 MC1610'RECOVERED 1990
 MC1610'RECOVERED IN GOOD CONDITION.
 MC1610
 MC1610                          STATION RECOVERY (1992)
 MC1610
 MC1610'RECOVERY NOTE BY LAND SURV OF OH 1992
 MC1610'RECOVERED IN GOOD CONDITION.
 MC1610
 MC1610                          STATION RECOVERY (1993)
 MC1610
 MC1610'RECOVERED 1993
 MC1610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1370 ***********************************************************************
 NF1370  DESIGNATION -  LAMMON
 NF1370  PID         -  NF1370
 NF1370  STATE/COUNTY-  MI/WASHTENAW
 NF1370  USGS QUAD   -  NORVELL (1980)
 NF1370
 NF1370                         *CURRENT SURVEY CONTROL
 NF1370  ___________________________________________________________________
 NF1370* NAD 83(1994)-  42 11 03.50636(N)    084 07 41.66354(W)     ADJUSTED  
 NF1370* NAVD 88     -       324.5    (meters)    1065.     (feet)  GPS OBS   
 NF1370  ___________________________________________________________________
 NF1370  X           -     484,246.826 (meters)                     COMP
 NF1370  Y           -  -4,708,656.235 (meters)                     COMP
 NF1370  Z           -   4,260,990.282 (meters)                     COMP
 NF1370  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 NF1370  ELLIP HEIGHT-         290.21  (meters)          (07/17/02) GPS OBS
 NF1370  GEOID HEIGHT-         -34.26  (meters)                     GEOID03
 NF1370
 NF1370  HORZ ORDER  -  FIRST
 NF1370  ELLP ORDER  -  FOURTH    CLASS I
 NF1370
 NF1370.The horizontal coordinates were established by classical geodetic methods
 NF1370.and adjusted by the National Geodetic Survey in February 1997..
 NF1370
 NF1370.The orthometric height was determined by GPS observations and a
 NF1370.high-resolution geoid model.
 NF1370
 NF1370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1370
 NF1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1370
 NF1370.The ellipsoidal height was determined by GPS observations
 NF1370.and is referenced to NAD 83.
 NF1370
 NF1370.The geoid height was determined by GEOID03.
 NF1370
 NF1370;                    North         East     Units Scale Factor Converg.
 NF1370;SPC MI S     -    76,039.894 4,019,696.338   MT  0.99998110   +0 09 44.1
 NF1370;SPC MI S     -   249,474.72 13,187,980.11   iFT  0.99998110   +0 09 44.1
 NF1370;UTM  16      - 4,674,232.779   737,154.716   MT  1.00029208   +1 55 45.6
 NF1370
 NF1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1370!SPC MI S     -   0.99995449  x   0.99998110  =   0.99993559
 NF1370!UTM  16      -   0.99995449  x   1.00029208  =   1.00024655
 NF1370
 NF1370|---------------------------------------------------------------------|
 NF1370| PID    Reference Object                     Distance      Geod. Az  |
 NF1370|                                                           dddmmss.s |
 NF1370| CH0364 LAMMON RM 1                          18.562 METERS 03402     |
 NF1370| CH0365 LAMMON RM 2                          16.743 METERS 26857     |
 NF1370| CH0363 LAMMON AZ MK                                       3022645.8 |
 NF1370|---------------------------------------------------------------------|
 NF1370
 NF1370                          SUPERSEDED SURVEY CONTROL
 NF1370
 NF1370  ELLIP H (02/03/97)  290.22   (m)                       GP(       ) 4 1
 NF1370  NAD 83(1986)-  42 11 03.50730(N)    084 07 41.68256(W) AD(       ) 1
 NF1370  NAD 27      -  42 11 03.36621(N)    084 07 41.86126(W) AD(       ) 1
 NF1370
 NF1370.Superseded values are not recommended for survey control.
 NF1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1370.See file dsdata.txt to determine how the superseded data were derived.
 NF1370
 NF1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM3715574233(NAD 83)
 NF1370_MARKER: DS = TRIANGULATION STATION DISK
 NF1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1370_SP_SET: CONCRETE POST
 NF1370_STAMPING: LAMMON 1932
 NF1370_MARK LOGO: CGS   
 NF1370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 NF1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1370+STABILITY: SURFACE MOTION
 NF1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1370+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 NF1370
 NF1370  HISTORY     - Date     Condition        Report By
 NF1370  HISTORY     - 1932     MONUMENTED       CGS
 NF1370  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1370  HISTORY     - 1939     SEE DESCRIPTION  CGS
 NF1370  HISTORY     - 1977     GOOD             NGS
 NF1370  HISTORY     - 1978     GOOD             NGS
 NF1370  HISTORY     - 1980     GOOD             MIDH
 NF1370  HISTORY     - 19910130 GOOD             MIDH
 NF1370  HISTORY     - 19920624 GOOD             LOCENG
 NF1370
 NF1370                          STATION DESCRIPTION
 NF1370
 NF1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1370'ABOUT 15 MILES
 NF1370'EAST-SOUTHEAST OF
 NF1370'JACKSON, 6 MILES EAST AND 1 MILE NORTH OF NAPOLEON, ABOUT 0.2
 NF1370'MILE EAST OF JACKSON-WASHTENAW
 NF1370'COUNTY LINE, NEAR HIGHEST POINT OF RISE ON GROUND
 NF1370'OWNED AND OCCUPIED BY MRS. HARRY LAMMON, 1 FOOT
 NF1370'SOUTH OF NORTH RIGHT-OF-WAY
 NF1370'FENCE OF EAST-AND-WEST GRASSY LANE, ABOUT 70 YARDS EAST OF 18-INCH
 NF1370'HICKORY TREE IN SAME FENCE
 NF1370'LINE, AND 32 FEET WEST OF CORNER POST OF FIELD AND WEST END OF WOODEN
 NF1370'GATE.  TO REACH FROM SCHOOL
 NF1370'BUILDING ON U. S. ROUTE 12 IN EAST PART OF GRASS
 NF1370'LAKE, GO SOUTH 1/4 MILE ON ROAD ALONG EAST
 NF1370'SIDE OF SCHOOL, TURN LEFT WITH ROAD, CONTINUE
 NF1370'ABOUT 0.7 MILE TO ROAD TO SOUTH, TURN SOUTH ONTO THIS ROAD,
 NF1370'CONTINUE 5.7 MILES TO
 NF1370'CROSSROADS AT FOOT OF HILL, TURN LEFT (EAST), GO 3.0 MILES TO
 NF1370'COUNTY-LINE ROAD TO NORTH, PROCEED
 NF1370'NORTH 1 MILE ON THIS ROAD TO ROAD TO LEFT OPPOSITE GROUP OF FARM
 NF1370'BUILDINGS, GO THROUGH BARNYARD, AND
 NF1370'FOLLOW LANE EAST ABOUT 0.2 MILE STATION
 NF1370'SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK
 NF1370'STATION MARKS IN CONCRETE,
 NF1370'NOTES 1A AND 7A.  UPPER MARK PROJECTS 6 INCHES.  REFERENCE AND
 NF1370'AZIMUTH MARKS ARE
 NF1370'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 PROJECTS 5
 NF1370'INCHES, IS IN NORTH-AND-SOUTH
 NF1370'FENCE LINE BETWEEN TWO CULTIVATED FIELDS, 48 FEET NORTH OF
 NF1370'ABOVE-MENTIONED CORNER POST, AND 60.90
 NF1370'FEET FROM STATION IN AZIMUTH 214 DEG 02 MIN.
 NF1370'NO. 2 PROJECTS 3 INCHES, IS IN NORTH RIGHT-OF-WAY FENCE
 NF1370'OF LANE, ABOUT 50 YARDS EAST OF
 NF1370'HICKORY TREE AND 54.93 FEET FROM STATION IN AZIMUTH 88 DEG 57 MIN.
 NF1370'AZIMUTH MARK PROJECTS 6 INCHES,
 NF1370'IS 20 FEET EAST OF CENTER LINE OF NORTH-AND-SOUTH ROAD WHICH IS
 NF1370'JACKSON-WASHTENAW COUNTY LINE, 1 FOOT
 NF1370'WEST OF EAST RIGHT-OF-WAY FENCE, 12 FEET
 NF1370'SOUTH OF 15-INCH MAPLE TREE, 3 FEET SOUTHWEST OF LARGE
 NF1370'OUTCROP OF LIMESTONE, AND
 NF1370'APPROXIMATELY 0.3 MILE FROM STATION IN AZIMUTH 122 DEG 26 MIN 48 SEC.
 NF1370
 NF1370                          STATION RECOVERY (1939)
 NF1370
 NF1370'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HNC)
 NF1370'DESCRIPTION MENTIONS U.S. ROUTE 12 IN
 NF1370'GRASS LAKE.  U.S.
 NF1370'12 NO LONGER GOES THROUGH GRASS LAKE, SO IN DESCRIPTION
 NF1370'SUBSTITUTE MAIN STREET FOR U.S.
 NF1370'ROUTE 12.
 NF1370'
 NF1370'NOT SURE WHAT THE STREET IS CALLED, BUT IT IS THE MAIN STREET
 NF1370'OF THE VILLAGE.
 NF1370
 NF1370                          STATION RECOVERY (1977)
 NF1370
 NF1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NF1370'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1370'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AS THERE
 NF1370'ARE TREES ON LINE.  THERE IS NO OBJECT TO SET ANOTHER AZIMUTH MARK
 NF1370'VISIBLE.  THE STATION WAS NOT OCCUPIED AT THIS TIME DUE TO A
 NF1370'BUMBLE BEES NEAT AT STATION SITE AND TALL CORN BLOCKING REFERENCE
 NF1370'MARK 1.
 NF1370'
 NF1370'DUE TO ROAD CHANGES AND NAMED A TOO REACH AND DESCRIPTION FOLLOWS--
 NF1370'
 NF1370'THE STATION IS ON PROPERTY OWNED YET BY MRS. HARRY LAMMON WHO RESIDES
 NF1370'AT THE STATION SITE.
 NF1370'
 NF1370'TO REACH THE STATION FROM THE METHODIST CHURCH AND THE GRASS LAKE
 NF1370'MUNICIPAL WATER TANK IN GRASS LAKE, GO EAST ON EAST MICHIGAN AVENUE
 NF1370'FOR 0.2 MILE.  TURN RIGHT AND GO SOUTH ON UNION STREET FOR 0.2 MILE
 NF1370'TO WHERE UNION STREET BECOMES GRASS LAKE ROAD.  GO EAST ON GRASS LAKE
 NF1370'ROAD FOR 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH
 NF1370'ON NORVELL ROAD FOR 5.7 MILE TO A CROSS ROADS.  TURN LEFT AND GO
 NF1370'EAST ON SHARON VALLEY ROAD FOR 3.0 MILES TO A SIDE ROAD LEFT AT THE
 NF1370'JACKSON-WASHTENAW COUNTY LINE.  TURN LEFT AND GO NORTH ON
 NF1370'PROSPECT HILL ROAD FOR 1.0 MILE TO LAMMON ROAD ON THE LEFT AND A
 NF1370'DRIVEWAY ON THE RIGHT AT MRS. LAMMONS HOUSE.  TURN RIGHT ON THE
 NF1370'DRIVEWAY GO EAST ALONG THE NORTH SIDE OF THE HOUSE AND SOME FARM
 NF1370'BUILDINGS FOR 0.2 MILE AND THE STATION AS DESCRIBED.  IT IS 8 FEET
 NF1370'NORTH OF THE CENTERLINE OF A FARM ROAD, 33 FEET WEST OF A NORTH-SOUTH
 NF1370'FENCE AND 1-FOOT SOUTH OF A FENCE.  THE MONUMENT PROJECTS ABOUT
 NF1370'4-INCHES AND THE DISK STAMPED LAMMON 1932.
 NF1370'
 NF1370'REFERENCE MARK 1 IS 55 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD,
 NF1370'48 FEET NORTH OF THE EAST-WEST FENCELINE AND 0.5 FOOTWEST OF THE
 NF1370'NORTH-SOUTH FENCELINE.  THE MONUMENT PROJECTS ABOUT 5-INCHES AND
 NF1370'THE DISK STAMPED LAMMON NO 1 1932.
 NF1370'
 NF1370'REFERENCE MARK 2 IS 9 FEET NORTH OF THE CENTERLINE OF THE FARM ROAD
 NF1370'AND 1-FOOT SOUTH OF THE EAST-WEST FENCELINE.  THE MONUMENT PROJECTS
 NF1370'ABOUT 2-INCHES AND THE DISK STAMPED LAMMON NO 2 1932.
 NF1370'
 NF1370'AZIMUTH MARK IS 26 FEET EAST OF THE CENTERLINE OF PROSPECT HILL ROAD,
 NF1370'16 FEET SOUTH OF A 28-INCH MAPLE TREE, 1-FOOT WEST OF A FENCELINE
 NF1370'AND 1-FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 NF1370'1-INCH AND THE DISK STAMPED LAMMON 1932 AZIMUTH.
 NF1370'
 NF1370'TO REACH THE AZIMUTH MARK FROM THE DRIVEWAY MENTIONED ABOVE, GO NORTH
 NF1370'ON PROSPECT HILL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT, EAST
 NF1370'SIDE OF THE ROAD AS DESCRIBED.
 NF1370'
 NF1370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-MILES
 NF1370'SOUTHEAST OF GRASS LAKE.
 NF1370
 NF1370                          STATION RECOVERY (1978)
 NF1370
 NF1370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 NF1370'NO OBSERVATIONS TAKEN.
 NF1370'
 NF1370'SURFACE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1370'RECOVERED IN APPARENT GOOD CONDITION.  THE AZIMUTH MARK WAS
 NF1370'BLOCKED BY A FIELD OF CORN AT THE TIME THE STATION WAS VISITED
 NF1370'AND A TREE HAS GROWN ON LINE TO REFERENCE MARK 2.  NO LANDMARKS
 NF1370'ARE GROUND VISIBLE NOW.  THE PROPERTY OWNER MENTIONED IN THE
 NF1370'ORIGINAL DESCRIPTION RECENTLY DIED AND THE PROPERTY IS EITHER IN
 NF1370'ESTATE OR NO-ONE KNOWS WHO THE NEW OWNER IS.  A NEW DESCRITION
 NF1370'FOLLOWS.
 NF1370'
 NF1370'STATION IS ABOUT 15 MILES EAST-SOUTHEAST OF JACKSON, 6 MILES EAST OF
 NF1370'NAPOLEAN, 5 MILES SOUTHEAST OF GRASS LAKE AND 0.2 MILE EAST OF THE
 NF1370'JACKSON WASHTENAW COUNTY LINE.
 NF1370'
 NF1370'TO REACH FROM THE JUNCTION OF EAST MICHIGAN AVENUE AND UNION STREET
 NF1370'IN GRASS LAKE, GO SOUTH ON UNION STREET FOR 0.25 MILE TO WHERE THE
 NF1370'STREET TURNS SHARP LEFT.  CONTINUE EAST ON UNION STREET FOR 0.7 MILE
 NF1370'TO NORVELL ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 NF1370'NORVELL ROAD FOR 5.85 MILES TO SHARON VALLEY ROAD.  TURN LEFT AN
 NF1370'GO EAST ON SHARON VALLEY ROAD FOR 3.2 MILES TO A SIDE ROAD LEFT,
 NF1370'PROSPECT HILL ROAD, AT THE COUNTY LINE.  TURN LEFT AND GO NORTH ON
 NF1370'PROSPECT HILL ROAD FOR 1.0 MILE TO LAMMON ROAD ON THE LEFT AND A FARM
 NF1370'ON THE RIGHT AT 5409 PROSPECT HILL ROAD.  TURN RIGHT AND GO
 NF1370'EAST, PASSING ALONG THE NORTH SIDE OF THE FARM BUILDINGS FOR 0.2
 NF1370'MILE ALONG A TRACK ROAD IN A LANE BETWEEN TWO FIELDS TO THE CREST
 NF1370'OF THE HILL AND THE STATION ON THE LEFT.
 NF1370'
 NF1370'TO REACH THE AZIMUTH MARK FROM THE FARM ENTRANCE, CONTINUE NORTH ON
 NF1370'PROSPECT HILL ROAD FOR 0.3 MILE TO THE MARK ON THE RIGHT.
 NF1370'
 NF1370'SURFACE STATION MARK IS A STANDARD DISK, STAMPED LAMMON 1932, SET IN
 NF1370'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE
 NF1370'THE GROUND.  IT IS 60 FEET EAST OF THE EAST ONE OF A ROW OF HICKORY
 NF1370'TREES AT THE NORTH SIDE OF THE LANE, 33 FEET WEST OF AN OLD FENCE
 NF1370'CORNER, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD AND 1 FOOT
 NF1370'SOUTH OF THE OLD FENCE.
 NF1370'
 NF1370'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LAMMON NO 1 1932, SET IN
 NF1370'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 NF1370'IT IS 60 FEET NORTH OF THE CENTERLINE OF THE TRACK ROAD, 47 FEET
 NF1370'NORTH OF THE FENCE CORNER AND 1 FOOT EAST OF A NORTH-SOUTH FENCE
 NF1370'LINE.
 NF1370'
 NF1370'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LAMMON NO 2 1932, SET IN
 NF1370'TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 NF1370'IT IS 80 FEET WEST OF THE FENCE CORNER, 12 FEET NORTH OF THE
 NF1370'CENTERLINE OF THE ROAD, 10 FEET EAST OF THE EASTERN MOST HICKORY
 NF1370'TREE AND IS IN THE OLD FENCE LINE.
 NF1370'
 NF1370'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LAMMON 1932, SET IN TOP
 NF1370'OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE
 NF1370'GROUND.  IT IS 20 FEET EAST OF THE CENTERLINE OF PROSPECT HILL
 NF1370'ROAD, 12 FEET SOUTH OF A 24-INCH MAPLE TREE, 3 FEET SOUTHWEST OF A
 NF1370'ROCK OUTCROP AND 1 FOOT NORTH OF A METAL WITNESS POST.
 NF1370'
 NF1370'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES SOUTHEAST
 NF1370'OF GRASS LAKE.
 NF1370
 NF1370                          STATION RECOVERY (1980)
 NF1370
 NF1370'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (SJE)
 NF1370'THE STATION AND RM 2 WERE RECOVERED IN GOOD CONDITION.  RM 1 WAS
 NF1370'TILTED TO THE SOUTH AND IT APPEARS TO HAVE BEEN HIT BY FARM MACHINERY.
 NF1370'THE DISTANCE BETWEEN STATION AND RM 2 CHECK AGAINST RECORDED.  THE
 NF1370'PREVIOUS DESCRIPTION IS ADEQUATE.
 NF1370
 NF1370                          STATION RECOVERY (1991)
 NF1370
 NF1370'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991
 NF1370'STATION IS LOCATED IN QUAD 420842, IN THE NORTHWEST 1/4 OF SECTION 30,
 NF1370'T-3-S, R-3-E, SHARON TOWNSHIP, JACKSON COUNTY.  IT IS ABOUT 13-1/2
 NF1370'MILES SOUTHEAST OF JACKSON, 6-1/2 MILES EAST OF NAPOLEON, 5 MILES
 NF1370'SOUTHEAST OF GRASS LAKE, 3-1/2 MILES NORTHEAST OF NORVEL, AND ON THE
 NF1370'MANCHESTER QUADRANGLE MAP.  ON THE PROPERTY OF RICHARD SCHMIDT, 5409
 NF1370'PROSPECT HILL ROAD, GRASS LAKE, MICHIGAN, 49240, PHONE 517-428-8255.
 NF1370'TO REACH THE STATION FROM THE INTERSTATE 94 AND MT. HOPE ROAD
 NF1370'INTERCHANGE (EXIT 150), GO SOUTH ON MT. HOPE ROAD FOR 2.1 MI
 NF1370'(3.4 KM)  TO GRASS LAKE, CONTINUE SOUTH FOR 0.2 MI (0.3 KM) TO A
 NF1370'CURVE TO THE LEFT, CONTINUE GOING EAST FOR 0.7 MI (1.1 KM) TO A T
 NF1370'INTERSECTION (NORVELL ROAD) ON THE RIGHT, TURN RIGHT GOING SOUTH FOR
 NF1370'5.7 MI (9.2 KM) TO A 4-WAY STOP (SHARON VALLEY ROAD), TURN LEFT GOING
 NF1370'EAST FOR 3.0 MI (4.8 KM)  TO (JACKSON-WASHTENAW COUNTY LINE) A T
 NF1370'INTERSECTION, PROSPECT HILL ROAD ON THE LEFT, TURN LEFT GOING NORTH
 NF1370'FOR 1.0 MI (1.6 KM) TO THE SCHMIDT RESIDENCE, TURN RIGHT INTO THE
 NF1370'FIELD SOUTH OF THE HOUSE AND GO EAST FOR 0.1 MI (0.2 KM) TO A FIELD
 NF1370'ENTRANCE, TURN LEFT GOING NORTH ALONG A FENCE LINE FOR ABOUT 100
 NF1370'YARDS, TURN RIGHT GOING EAST FOR ABOUT 50 YARDS TO AN OPENING IN THE
 NF1370'FENCE AND ACCESS TO A FARM LANE, CROSS THROUGH ONTO THE FARM LANE AND
 NF1370'CONTINUE EAST TO THE TOP OF THE HILL AND STATION ON THE LEFT AS
 NF1370'DESCRIBED.
 NF1370'STATION PROJECTS 4 CM ABOVE THE GROUND SURFACE.  IT IS LOCATED 22.0 FT
 NF1370'(6.7 M) WEST OF A HICKORY TREE, 17.0 FT (5.2 M) EAST OF A CHERRY
 NF1370'TREE, 8.0 FT (2.4 M) NORTH OF A CENTERLINE OF A FARM LANE, 1.0 FT
 NF1370'(0.3 M) SOUTH OF THE EAST-WEST FENCE, AND 1.0 FT (0.3 M) SOUTH OF A
 NF1370'METAL WITNESS POST WITH SIGN.
 NF1370
 NF1370                          STATION RECOVERY (1992)
 NF1370
 NF1370'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992
 NF1370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0265 ***********************************************************************
 NE0265  DESIGNATION -  LANDING
 NE0265  PID         -  NE0265
 NE0265  STATE/COUNTY-  MI/ST CLAIR
 NE0265  USGS QUAD   -  MARINE CITY (1968)
 NE0265
 NE0265                         *CURRENT SURVEY CONTROL
 NE0265  ___________________________________________________________________
 NE0265* NAD 83(1986)-  42 39 31.     (N)    082 30 53.     (W)     SCALED    
 NE0265* NAVD 88     -       177.313  (meters)     581.73   (feet)  ADJUSTED  
 NE0265  ___________________________________________________________________
 NE0265  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 NE0265  DYNAMIC HT  -         177.264 (meters)     581.57  (feet)  COMP
 NE0265  MODELED GRAV-     980,340.7   (mgal)                       NAVD 88
 NE0265
 NE0265  VERT ORDER  -  FIRST     CLASS 0
 NE0265
 NE0265.The horizontal coordinates were scaled from a topographic map and have
 NE0265.an estimated accuracy of +/- 6 seconds.
 NE0265
 NE0265.The orthometric height was determined by differential leveling
 NE0265.and adjusted by the National Geodetic Survey in June 1991..
 NE0265
 NE0265.The geoid height was determined by GEOID03.
 NE0265
 NE0265.The dynamic height is computed by dividing the NAVD 88
 NE0265.geopotential number by the normal gravity value computed on the
 NE0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0265.degrees latitude (g = 980.6199 gals.).
 NE0265
 NE0265.The modeled gravity was interpolated from observed gravity values.
 NE0265
 NE0265;                    North         East    Units  Estimated Accuracy
 NE0265;SPC MI S     -   130,370.    4,151,820.      MT  (+/- 180 meters Scaled)
 NE0265
 NE0265                          SUPERSEDED SURVEY CONTROL
 NE0265
 NE0265  NGVD 29 (??/??/??)  177.439  (m)          582.15   (f) ADJUSTED    1 0
 NE0265
 NE0265.Superseded values are not recommended for survey control.
 NE0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0265.See file dsdata.txt to determine how the superseded data were derived.
 NE0265
 NE0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH758240(NAD 83)
 NE0265_MARKER: Z = SEE DESCRIPTION
 NE0265_SETTING: 0 = UNSPECIFIED SETTING
 NE0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0265
 NE0265  HISTORY     - Date     Condition        Report By
 NE0265  HISTORY     - 1943     MONUMENTED       USLS
 NE0265  HISTORY     - 1970     GOOD             USLS
 NE0265  HISTORY     - 1980     GOOD             NGS
 NE0265  HISTORY     - 19990502 GOOD             USPSQD
 NE0265
 NE0265                          STATION DESCRIPTION
 NE0265
 NE0265'DESCRIBED BY US LAKE SURVEY 1970
 NE0265'AT ROBERTS LANDING.
 NE0265'LANDING IS AT ROBERTS LANDING, ST. CLAIR COUNTY, MICHIGAN, 33
 NE0265'FEET WEST OF CENTERLINE OF HIGHWAY M-29, 28.0 FEET SOUTH OF
 NE0265'SOUTHEAST CORNER OF TOMS STORE, 1.4 FEET NORTH OF NORTHEAST
 NE0265'CORNER AND IN LINE WITH EAST FACE OF FRANCIS ANTIQUE STORE AT
 NE0265'8540, HIGHWAY M-29, JUST ABOVE THE GROUND, BEING HIGHEST POINT
 NE0265'ON TOP OF A 1-1/2-INCH SQUARE IRON BAR.  NOTE-- BM 1943
 NE0265
 NE0265                          STATION RECOVERY (1980)
 NE0265
 NE0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0265'5.0 KILOMETERS (3.1 MILES) NORTH ALONG STATE HIGHWAY 29 FROM THE
 NE0265'US CUSTOM BUILDING IN ALGONAC, DIRECTLY ACROSS HIGHWAY 29 FROM THE
 NE0265'US CUSTOM BUILDING FOR ROBERTS LANDING FERRY, SET NORTH OF THE
 NE0265'NORTHEAST CORNER OF FRANCIS ANTIQUE STORE, 10.0 METERS (33.0 FEET)
 NE0265'WEST OF THE CENTER LINE OF THE HIGHWAY, 0.43 METER (1.4 FEET) NORTH
 NE0265'OF THE NORTHEAST CORNER OF THE STORE.
 NE0265'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0265
 NE0265                          STATION RECOVERY (1999)
 NE0265
 NE0265'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5567 ***********************************************************************
 AJ5567  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ5567  DESIGNATION -  L'ANSE CORS ARP
 AJ5567  CORS_ID     -  SUP1
 AJ5567  PID         -  AJ5567
 AJ5567  STATE/COUNTY-  MI/BARAGA
 AJ5567  USGS QUAD   -  ALBERTA (1985)
 AJ5567
 AJ5567                         *CURRENT SURVEY CONTROL
 AJ5567  ___________________________________________________________________
 AJ5567* NAD 83(CORS)-  46 44 55.43749(N)    088 26 31.94059(W)     ADJUSTED  
 AJ5567* NAVD 88     -                                                        
 AJ5567  ___________________________________________________________________
 AJ5567  EPOCH DATE  -        2002.00
 AJ5567  X           -     119,023.030 (meters)                     COMP
 AJ5567  Y           -  -4,376,596.390 (meters)                     COMP
 AJ5567  Z           -   4,622,818.366 (meters)                     COMP
 AJ5567  ELLIP HEIGHT-         203.97  (meters)          (03/??/02) GPS OBS
 AJ5567  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 AJ5567
 AJ5567  HORZ ORDER  -  SPECIAL (CORS)
 AJ5567  ELLP ORDER  -  SPECIAL (CORS)
 AJ5567
 AJ5567.ITRF positions are available for this station.
 AJ5567.The coordinates were established by GPS observations
 AJ5567.and adjusted by the National Geodetic Survey in March 2002..
 AJ5567.The coordinates are valid at the epoch date displayed above.
 AJ5567.The epoch date for horizontal control is a decimal equivalence
 AJ5567.of Year/Month/Day.
 AJ5567
 AJ5567
 AJ5567.The PID for the CORS L1 Phase Center is DG4060.
 AJ5567
 AJ5567.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ5567
 AJ5567.The ellipsoidal height was determined by GPS observations
 AJ5567.and is referenced to NAD 83.
 AJ5567
 AJ5567.The geoid height was determined by GEOID03.
 AJ5567
 AJ5567;                    North         East     Units Scale Factor Converg.
 AJ5567;SPC MI N     -   219,448.384 7,889,811.620   MT  0.99993553   -1 02 32.7
 AJ5567;SPC MI N     -   719,975.01 25,885,208.73   iFT  0.99993553   -1 02 32.7
 AJ5567
 AJ5567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5567!SPC MI N     -   0.99996803  x   0.99993553  =   0.99990356
 AJ5567
 AJ5567                          SUPERSEDED SURVEY CONTROL
 AJ5567
 AJ5567  NAD 83(CORS)-  46 44 55.43749(N)    088 26 31.94060(W) AD(1997.00) c
 AJ5567  ELLIP H (10/??/01)  203.97   (m)                       GP(1997.00) c c
 AJ5567
 AJ5567.Superseded values are not recommended for survey control.
 AJ5567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5567.See file dsdata.txt to determine how the superseded data were derived.
 AJ5567
 AJ5567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8984378252(NAD 83)
 AJ5567_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AJ5567
 AJ5567                          STATION DESCRIPTION
 AJ5567
 AJ5567'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AJ5567'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ5567'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ5567'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ5567'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ5567'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4060 ***********************************************************************
 DG4060  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4060  DESIGNATION -  L'ANSE CORS L1 PHASE CENTER
 DG4060  CORS_ID     -  SUP1
 DG4060  PID         -  DG4060
 DG4060  STATE/COUNTY-  MI/BARAGA
 DG4060  USGS QUAD   -  ALBERTA (1985)
 DG4060
 DG4060                         *CURRENT SURVEY CONTROL
 DG4060  ___________________________________________________________________
 DG4060* NAD 83(CORS)-  46 44 55.43757(N)    088 26 31.94053(W)     ADJUSTED  
 DG4060* NAVD 88     -                                                        
 DG4060  ___________________________________________________________________
 DG4060  EPOCH DATE  -        2002.00
 DG4060  X           -     119,023.033 (meters)                     COMP
 DG4060  Y           -  -4,376,596.464 (meters)                     COMP
 DG4060  Z           -   4,622,818.448 (meters)                     COMP
 DG4060  ELLIP HEIGHT-         204.08  (meters)          (03/??/02) GPS OBS
 DG4060  GEOID HEIGHT-         -34.09  (meters)                     GEOID03
 DG4060
 DG4060  HORZ ORDER  -  SPECIAL (CORS)
 DG4060  ELLP ORDER  -  SPECIAL (CORS)
 DG4060
 DG4060.ITRF positions are available for this station.
 DG4060.The coordinates were established by GPS observations
 DG4060.and adjusted by the National Geodetic Survey in March 2002..
 DG4060.The coordinates are valid at the epoch date displayed above.
 DG4060.The epoch date for horizontal control is a decimal equivalence
 DG4060.of Year/Month/Day.
 DG4060
 DG4060
 DG4060.The PID for the CORS ARP is AJ5567.
 DG4060
 DG4060.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4060
 DG4060.The ellipsoidal height was determined by GPS observations
 DG4060.and is referenced to NAD 83.
 DG4060
 DG4060.The geoid height was determined by GEOID03.
 DG4060
 DG4060;                    North         East     Units Scale Factor Converg.
 DG4060;SPC MI N     -   219,448.386 7,889,811.622   MT  0.99993553   -1 02 32.7
 DG4060;SPC MI N     -   719,975.02 25,885,208.73   iFT  0.99993553   -1 02 32.7
 DG4060
 DG4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4060!SPC MI N     -   0.99996801  x   0.99993553  =   0.99990354
 DG4060
 DG4060                          SUPERSEDED SURVEY CONTROL
 DG4060
 DG4060  NAD 83(CORS)-  46 44 55.43757(N)    088 26 31.94054(W) AD(1997.00) c
 DG4060  ELLIP H (10/??/01)  204.08   (m)                       GP(1997.00) c c
 DG4060
 DG4060.Superseded values are not recommended for survey control.
 DG4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG4060.See file dsdata.txt to determine how the superseded data were derived.
 DG4060
 DG4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS8984378252(NAD 83)
 DG4060_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4060
 DG4060                          STATION DESCRIPTION
 DG4060
 DG4060'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4060'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4060'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4060'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4060'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4060'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1477 ***********************************************************************
 NF1477  DESIGNATION -  LANSING
 NF1477  PID         -  NF1477
 NF1477  STATE/COUNTY-  MI/INGHAM
 NF1477  USGS QUAD   -  LANSING SOUTH (1973)
 NF1477
 NF1477                         *CURRENT SURVEY CONTROL
 NF1477  ___________________________________________________________________
 NF1477* NAD 83(1994)-  42 43 57.92268(N)    084 33 12.78954(W)     ADJUSTED  
 NF1477* NAVD 88     -       349.5    (meters)    1147.     (feet)  VERTCON   
 NF1477  ___________________________________________________________________
 NF1477  LAPLACE CORR-           2.82  (seconds)                    DEFLEC99
 NF1477  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF1477
 NF1477  HORZ ORDER  -  FIRST
 NF1477
 NF1477.The horizontal coordinates were established by classical geodetic methods
 NF1477.and adjusted by the National Geodetic Survey in February 1997..
 NF1477
 NF1477.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1477
 NF1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1477
 NF1477.The geoid height was determined by GEOID03.
 NF1477
 NF1477;                    North         East     Units Scale Factor Converg.
 NF1477;SPC MI S     -   136,948.141 3,984,696.643   MT  0.99991039   -0 07 37.9
 NF1477;SPC MI S     -   449,304.92 13,073,151.72   iFT  0.99991039   -0 07 37.9
 NF1477;UTM  16      - 4,734,040.846   700,272.824   MT  1.00009348   +1 39 38.4
 NF1477
 NF1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1477!SPC MI S     -   0.99995046  x   0.99991039  =   0.99986086
 NF1477!UTM  16      -   0.99995046  x   1.00009348  =   1.00004394
 NF1477
 NF1477:                Primary Azimuth Mark                     Grid Az
 NF1477:SPC MI S     -  LANSING MOTOR WHEEL TANK                 025 08 30.8
 NF1477:UTM  16      -  LANSING MOTOR WHEEL TANK                 023 21 14.5
 NF1477
 NF1477|---------------------------------------------------------------------|
 NF1477| PID    Reference Object                     Distance      Geod. Az  |
 NF1477|                                                           dddmmss.s |
 NF1477| NF1432 LANSING MOTOR WHEEL TANK            APPROX. 2.3 KM 0250052.9 |
 NF1477| NF1497 LANSING AMER MARSH PUMPS TK         APPROX. 1.7 KM 0370902.5 |
 NF1477| NF1488 LANSING CITY WATER LIGHT STACK      392.385 METERS 04924     |
 NF1477| CH0366 LANSING RM 1                          1.826 METERS 05455     |
 NF1477| NF1319 EAST LANSING N MUN TANK             APPROX. 4.7 KM 0730513.1 |
 NF1477| NF1494 LANSING RAD STA WJIM MAST           APPROX. 3.5 KM 0772151.8 |
 NF1477| NF1500 LANSING SEARS ROEBUCK TANK          APPROX. 4.0 KM 0855242.8 |
 NF1477| NF1302 EAST LANSING MUNICIPAL TANK         APPROX. 6.6 KM 0861448.4 |
 NF1477| NF1471 LANSING MUNICIPAL STANDPIPE         APPROX. 0.6 KM 0901457.4 |
 NF1477| NF1305 EAST LANSING MICH ST U MEM TWR      APPROX. 5.8 KM 0904950.0 |
 NF1477| NF1303 EAST LANSING MICH ST U N STK        APPROX. 6.0 KM 0924459.0 |
 NF1477| NF1320 EAST LANSING HWY PATROL TOWER       APPROX. 4.8 KM 0980758.5 |
 NF1477| NF1301 OKEMOS COUNTY FARM WATER TANK       APPROX.12.7 KM 1094152.6 |
 NF1477| NF1502 LANSING RAD STA WITL MAST           APPROX. 7.7 KM 1461004.3 |
 NF1477| NF1474 LANSING DIAMOND RED E TANK          APPROX. 1.7 KM 1572804.0 |
 NF1477| NF1499 LANSING DIAMOND REO W TANK          APPROX. 1.8 KM 1700007.9 |
 NF1477| NF1472 OLD DUPLEX PLANT REO MOTOR TK       APPROX. 1.9 KM 1843747.6 |
 NF1477| NF1492 LANSING RAD STA WILS MAST           APPROX. 4.7 KM 1850310.6 |
 NF1477| NF1490 LANSING FIRE DEPT TOWER             APPROX. 4.1 KM 1920243.8 |
 NF1477| NF1476 LANSING CITY POWER PLT SE STK       APPROX. 1.6 KM 1922343.0 |
 NF1477| NF1489 LANSING CITY PWR PLANT CEN STK      APPROX. 1.6 KM 1923235.0 |
 NF1477| NF1475 LANSING CITY POWER PLT NW STK       APPROX. 1.6 KM 1933451.4 |
 NF1477| CH0367 LANSING RM 2                          1.828 METERS 23451     |
 NF1477| NF1485 LANSING FISHER BODY TANK            APPROX. 2.4 KM 2855030.0 |
 NF1477| NF1470 LANSING STATE CAPITOL DOME          180.953 METERS 30109     |
 NF1477| NF1487 LANSING GM OLDSMOBILE TANK          APPROX. 2.8 KM 3023342.0 |
 NF1477| NF1486 LANSING BURTON DIXIE CO TANK        APPROX. 1.8 KM 3063208.8 |
 NF1477| NF1478 LANSING CAPITAL NATL BANK MAST        3.586 METERS 32033     |
 NF1477|---------------------------------------------------------------------|
 NF1477
 NF1477                          SUPERSEDED SURVEY CONTROL
 NF1477
 NF1477  NAD 83(1986)-  42 43 57.92157(N)    084 33 12.80824(W) AD(       ) 1
 NF1477  NAD 27      -  42 43 57.79579(N)    084 33 12.88336(W) AD(       ) 1
 NF1477  NGVD 29 (07/19/86)  349.6    (m)         1147.     (f) VERT ANG       
 NF1477
 NF1477.Superseded values are not recommended for survey control.
 NF1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1477.See file dsdata.txt to determine how the superseded data were derived.
 NF1477
 NF1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0027334041(NAD 83)
 NF1477
 NF1477  HISTORY     - Date     Condition        Report By
 NF1477  HISTORY     - 1932     MONUMENTED       CGS
 NF1477  HISTORY     - 1934     SEE DESCRIPTION  CGS
 NF1477  HISTORY     - 1955     SEE DESCRIPTION  CGS
 NF1477  HISTORY     - 1976     GOOD             NGS
 NF1477
 NF1477                          STATION DESCRIPTION
 NF1477
 NF1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF1477'IN LANSING, ON TOP
 NF1477'OF CAPITAL
 NF1477'NATIONAL BANK BUILDING (OPPOSITE CAPITOL GROUNDS WHICH ARE TO
 NF1477'NORTHWEST), ON HIGHEST STONE WORK
 NF1477'OF BUILDING, IN ANGLE AT SOUTHEAST CORNER OF STRUCTURE,
 NF1477'5.38 FEET SOUTH OF CENTER OF 1-INCH BOLT
 NF1477'WHICH IS OUTSIDE OF SOUTH END OF EAST FACE
 NF1477'OF RAILING AROUND LIGHT MAST, 3.78 FEET EAST OF 1-INCH BOLT
 NF1477'AT EAST END OF SOUTH FACE OF
 NF1477'RAILING AROUND MAST, AND DIRECTLY ON LINE BETWEEN REFERENCE MARKS.
 NF1477'STATION IS NOT MARKED BUT CAN
 NF1477'QUICKLY AND EASILY BE RECOVERED BY CLOSE REFERENCE MARKS.
 NF1477'REFERENCE MARKS ARE STANDARD REFERENCE
 NF1477'DISKS IN DRILL HOLES IN STONE COPING AROUND
 NF1477'TOP OF BUILDING.  NO. 1 IS 3.05 FEET NORTH OF SOUTH END
 NF1477'OF EAST COPING, AND 6.00 FEET
 NF1477'FROM STATION IN AZIMUTH 236 DEG 19 MIN.  NO. 2 IS 6.03 FEET WEST OF
 NF1477'EAST END OF SOUTH COPING, AND
 NF1477'6.00 FEET FROM STATION IN AZIMUTH 56 DEG 12 MIN.  AZIMUTHS FROM
 NF1477'STATION ARE- LANSING, MICHIGAN
 NF1477'STATE COLLEGE MEMORIAL, FINIAL, 270 DEG 49 MIN 55 SEC, LANSING,
 NF1477'STATE CAPITOL, TIP OF DOME, 121 DEG 09 MIN 03 SEC,
 NF1477'AND LANSING, CAPITAL NATIONAL BANK BUILDING,
 NF1477'STEEL MAST, DISTANT 12.04 FEET, 140 DEG 35 MIN.
 NF1477
 NF1477                          STATION RECOVERY (1955)
 NF1477
 NF1477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 NF1477'ALL MARKS WERE RECOVERED AS DESCRIBED.
 NF1477
 NF1477                          STATION RECOVERY (1976)
 NF1477
 NF1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1477'REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 NF1477'STATION, PREVIOUSLY UNMARKED, WAS RECOVERED BY MEASURING FROM THE
 NF1477'REFERENCE MARKS.  A DISK WAS ESTABLISHED AT THIS TIME.  A NEW
 NF1477'DESCRIPTION FOLLOWS.
 NF1477'
 NF1477'THE STATION IS LOCATED IN DOWNTOWN LANSING, ON THE ROOF OF THE
 NF1477'MICHIGAN NATIONAL BANK BUILDING, THE TALLEST BUILDING AT THIS TIME,
 NF1477'AND ACROSS THE STREET FROM THE CAPITOL BUILDING.
 NF1477'
 NF1477'TO REACH THE STATION, USE THE WEST ALLEGAN STREET ENTRANCE TO THE
 NF1477'BUILDING, AND REPORT TO THE SECURITY OFFICE (TELEPHONE 484-9465).
 NF1477'THE GUARD WILL ESCORT PERSONNEL TO THE ROOF.
 NF1477'
 NF1477'STATION MARK, A STANDARD DISK STAMPED LANSING 1932 1976, IS SET IN
 NF1477'THE TOP OF A 7-INCH SQUARE CONCRETE POST 1 INCH HIGH THAT IS AFFIXED
 NF1477'TO THE TAR ROOF.  IT IS 4.7 FEET WEST OF THE EAST COPING, 3.2 FEET
 NF1477'SOUTH-EAST OF A METAL RAILING AROUND AN ANTENNA, AND 3.1 FEET
 NF1477'NORTH OF THE SOUTH COPING.
 NF1477'
 NF1477'REFERENCE MARK 1, A STANDARD DISK STAMPED LANSING NO 1 1932, IS SET
 NF1477'IN A DRILL HOLE IN THE EAST COPING.  IT IS 3 FEET NORTH OF THE SOUTH
 NF1477'END OF THE EAST COPING.
 NF1477'
 NF1477'REFERENCE MARK 2, A STANDARD DISK STAMPED LANSING NO 2 1932, IS SET
 NF1477'IN A DRILL HOLE IN THE SOUTH COPING.  IT IS 6 FEET WEST OF THE EAST
 NF1477'END OF THE COPING.
 NF1477'
 NF1477'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CITY OF
 NF1477'LANSING.
 NF1477'
 NF1477'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1497 ***********************************************************************
 NF1497  DESIGNATION -  LANSING AMER MARSH PUMPS TK
 NF1497  PID         -  NF1497
 NF1497  STATE/COUNTY-  MI/INGHAM
 NF1497  USGS QUAD   -  LANSING SOUTH (1973)
 NF1497
 NF1497                         *CURRENT SURVEY CONTROL
 NF1497  ___________________________________________________________________
 NF1497* NAD 83(1994)-  42 44 41.00800(N)    084 32 28.49578(W)     ADJUSTED  
 NF1497* NAVD 88     -                                                        
 NF1497  ___________________________________________________________________
 NF1497  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 NF1497  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 NF1497
 NF1497  HORZ ORDER  -  THIRD
 NF1497
 NF1497.The horizontal coordinates were established by classical geodetic methods
 NF1497.and adjusted by the National Geodetic Survey in February 1997..
 NF1497
 NF1497
 NF1497.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1497
 NF1497.The geoid height was determined by GEOID03.
 NF1497
 NF1497;                    North         East     Units Scale Factor Converg.
 NF1497;SPC MI S     -   138,275.369 3,985,706.910   MT  0.99990986   -0 07 07.7
 NF1497;SPC MI S     -   453,659.35 13,076,466.24   iFT  0.99990986   -0 07 07.7
 NF1497;UTM  16      - 4,735,399.202   701,241.366   MT  1.00009826   +1 40 09.8
 NF1497
 NF1497                          SUPERSEDED SURVEY CONTROL
 NF1497
 NF1497  NAD 83(1986)-  42 44 41.00664(N)    084 32 28.51481(W) AD(       ) 4
 NF1497  NAD 27      -  42 44 40.88038(N)    084 32 28.59186(W) AD(       ) 3
 NF1497
 NF1497.Superseded values are not recommended for survey control.
 NF1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1497.See file dsdata.txt to determine how the superseded data were derived.
 NF1497
 NF1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0124135399(NAD 83)
 NF1497_MARKER: 53 = ELEVATED TANK
 NF1497
 NF1497  HISTORY     - Date     Condition        Report By
 NF1497  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1497  HISTORY     - 20020817 MARK NOT FOUND   GEOCAC
 NF1497
 NF1497                          STATION DESCRIPTION
 NF1497
 NF1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1497'THE STATION IS THE BALL ATOP AND CENTER OF THE LANSING AMERICAN MARSH
 NF1497'PUMPS INCORPORATED WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH
 NF1497'A CONICAL SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 4
 NF1497'TRUSS-WORK LEGS.  IT IS GRAY IN COLOR AND APPROXIMATELY 110 FEET
 NF1497'HIGH.
 NF1497'
 NF1497'LOCATED 1.0 MILE NORTHEAST OF THE CENTER OF LANSING, 200 FEET SOUTH
 NF1497'OF THE CENTER LINE OF PORTER STREET, AND AT THE SOUTHEAST CORNER OF
 NF1497'THE PLANT COMPLEX.
 NF1497
 NF1497                          STATION RECOVERY (2002)
 NF1497
 NF1497'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1497'TOWER HAS BEEN TORN DOWN. LOT NOW OWNED BY ANOTHER COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1486 ***********************************************************************
 NF1486  DESIGNATION -  LANSING BURTON DIXIE CO TANK
 NF1486  PID         -  NF1486
 NF1486  STATE/COUNTY-  MI/INGHAM
 NF1486  USGS QUAD   -  LANSING SOUTH (1973)
 NF1486
 NF1486                         *CURRENT SURVEY CONTROL
 NF1486  ___________________________________________________________________
 NF1486* NAD 83(1994)-  42 44 31.92168(N)    084 34 15.05293(W)     ADJUSTED  
 NF1486* NAVD 88     -                                                        
 NF1486  ___________________________________________________________________
 NF1486  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 NF1486  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF1486
 NF1486  HORZ ORDER  -  THIRD
 NF1486
 NF1486.The horizontal coordinates were established by classical geodetic methods
 NF1486.and adjusted by the National Geodetic Survey in February 1997..
 NF1486
 NF1486
 NF1486.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1486
 NF1486.The geoid height was determined by GEOID03.
 NF1486
 NF1486;                    North         East     Units Scale Factor Converg.
 NF1486;SPC MI S     -   138,000.463 3,983,282.939   MT  0.99990997   -0 08 20.2
 NF1486;SPC MI S     -   452,757.42 13,068,513.58   iFT  0.99990997   -0 08 20.2
 NF1486;UTM  16      - 4,735,048.727   698,826.714   MT  1.00008638   +1 38 57.1
 NF1486
 NF1486                          SUPERSEDED SURVEY CONTROL
 NF1486
 NF1486  NAD 83(1986)-  42 44 31.92040(N)    084 34 15.07195(W) AD(       ) 4
 NF1486  NAD 27      -  42 44 31.79452(N)    084 34 15.14506(W) AD(       ) 3
 NF1486
 NF1486.Superseded values are not recommended for survey control.
 NF1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1486.See file dsdata.txt to determine how the superseded data were derived.
 NF1486
 NF1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9882735049(NAD 83)
 NF1486_MARKER: 51 = TANK
 NF1486
 NF1486  HISTORY     - Date     Condition        Report By
 NF1486  HISTORY     - 1972     FIRST OBSERVED   NGS
 NF1486  HISTORY     - 1948     GOOD             CGS
 NF1486  HISTORY     - 1972     GOOD             NGS
 NF1486  HISTORY     - 19880615 GOOD             NGS
 NF1486
 NF1486                          STATION DESCRIPTION
 NF1486
 NF1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NF1486'FROM THE STATE CAPITOL IN LANSING GO NORTH ON SEYMOUR, AVE. TO
 NF1486'WILLOW, ST., TURN LEFT (W) AND FOLLOW WILLOW TO ABOUT 1/10 MILE PAST
 NF1486'THE RAILROAD CROSSING, THE TANK IS TYPICAL ONE ON FOUR LEGS,
 NF1486'AND HAS THE WORD BURTON PAINTED ON THE SIDE.
 NF1486
 NF1486                          STATION RECOVERY (1972)
 NF1486
 NF1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 NF1486'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 NF1486'
 NF1486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN LANSING.
 NF1486
 NF1486                          STATION RECOVERY (1988)
 NF1486
 NF1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (JLD)
 NF1486'THE STATION IS LOCATED S OF THE CAPITAL CITY AIRPORT, ON THE S SIDE OF
 NF1486'WILLOW ST, AND ABOUT 100 FT (30.5 M) E FROM THE LANSING CITY LIMITS.
 NF1486'THE TANK IS PAINTED DARK BLUE WITH NUMEROUS GRAFFITIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1681 ***********************************************************************
 NF1681  DESIGNATION -  LANSING CA
 NF1681  PID         -  NF1681
 NF1681  STATE/COUNTY-  MI/EATON
 NF1681  USGS QUAD   -  DIMONDALE (1973)
 NF1681
 NF1681                         *CURRENT SURVEY CONTROL
 NF1681  ___________________________________________________________________
 NF1681* NAD 83(1994)-  42 40 24.43998(N)    084 39 48.74517(W)     ADJUSTED  
 NF1681* NAVD 88     -       272.2    (meters)     893.     (feet)  GPS OBS   
 NF1681  ___________________________________________________________________
 NF1681  X           -     436,821.407 (meters)                     COMP
 NF1681  Y           -  -4,676,435.564 (meters)                     COMP
 NF1681  Z           -   4,301,062.631 (meters)                     COMP
 NF1681  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 NF1681  ELLIP HEIGHT-         238.38  (meters)          (07/12/02) GPS OBS
 NF1681  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 NF1681  OBS GRAVITY -     980,307.6   (mgal)                       GRAV_OBS
 NF1681
 NF1681  HORZ ORDER  -  FIRST
 NF1681  ELLP ORDER  -  FOURTH    CLASS II
 NF1681
 NF1681.The horizontal coordinates were established by GPS observations
 NF1681.and adjusted by the National Geodetic Survey in September 1995..
 NF1681
 NF1681.The orthometric height was determined by GPS observations and a
 NF1681.high-resolution geoid model.
 NF1681
 NF1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1681
 NF1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1681
 NF1681.The ellipsoidal height was determined by GPS observations
 NF1681.and is referenced to NAD 83.
 NF1681
 NF1681.The geoid height was determined by GEOID03.
 NF1681.The observed gravity was obtained from relative gravimeter ties
 NF1681.to the IGSN71 gravity network.
 NF1681
 NF1681;                    North         East     Units Scale Factor Converg.
 NF1681;SPC MI S     -   130,387.097 3,975,666.990   MT  0.99991366   -0 12 07.3
 NF1681;SPC MI S     -   427,779.19 13,043,526.87   iFT  0.99991366   -0 12 07.3
 NF1681;UTM  16      - 4,727,200.316   691,450.750   MT  1.00005096   +1 35 03.0
 NF1681
 NF1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1681!SPC MI S     -   0.99996262  x   0.99991366  =   0.99987628
 NF1681!UTM  16      -   0.99996262  x   1.00005096  =   1.00001357
 NF1681
 NF1681                          SUPERSEDED SURVEY CONTROL
 NF1681
 NF1681  ELLIP H (09/20/95)  238.40   (m)                       GP(       ) 1 2
 NF1681  NAD 83(1986)-  42 40 24.43591(N)    084 39 48.76424(W) AD(       ) 1
 NF1681  NAD 83(1986)-  42 40 24.43054(N)    084 39 48.76647(W) AD(       ) 3
 NF1681  NGVD 29 (03/27/91)  273.1    (m)          896.     (f) GPS OBS        
 NF1681
 NF1681.Superseded values are not recommended for survey control.
 NF1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1681.See file dsdata.txt to determine how the superseded data were derived.
 NF1681
 NF1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9145127200(NAD 83)
 NF1681_MARKER: DG = GRAVITY STATION DISK
 NF1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1681_SP_SET: CONCRETE POST
 NF1681_STAMPING: LANSING CA 1988
 NF1681_MARK LOGO: NGS   
 NF1681_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1681+STABILITY: SURFACE MOTION
 NF1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1681+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 NF1681
 NF1681  HISTORY     - Date     Condition        Report By
 NF1681  HISTORY     - 1988     MONUMENTED       NGS
 NF1681  HISTORY     - 19890106 GOOD             NGS
 NF1681  HISTORY     - 19940429 GOOD             NGS
 NF1681  HISTORY     - 19981203 GOOD             NGS
 NF1681  HISTORY     - 20030703 GOOD             GEOCAC
 NF1681
 NF1681                          STATION DESCRIPTION
 NF1681
 NF1681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1681'THE STATION IS LOCATED ABOUT 18.4 KM (11.45 MI) NORTHEAST OF
 NF1681'CHARLOTTE, 11.7 KM (7.25 MI) SOUTHWEST OF LANSING AND 11.0 KM
 NF1681'(6.85 MI) SOUTHEAST OF GRAND LEDGE, AT THE STATE DEPARTMENT OF
 NF1681'TRANSPORTATION, MATERIALS AND TECHNOLOGY LABORATORY, 8885 RICKS ROAD,
 NF1681'IN THE STATE DEPARTMENT OF TRANSPORTATION SECONDARY COMPLEX, IN THE
 NF1681'GRASSY AREA BETWEEN THE PARKING LOT AND CANAL ROAD.
 NF1681'OWNERSHIP--MICHIGAN DEPARTMENT OF TRANSPORTATION.
 NF1681'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 96 (EXIT
 NF1681'98), TEMPORARY INTERSTATE HIGHWAY 69 AND U.S.HIGHWAY 27 (LANSING
 NF1681'ROAD), GO SOUTHWEST ON LANSING ROAD FOR 1.1 KM (0.70 MI) TO A
 NF1681'STOPLIGHT AND PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTHERLY ON
 NF1681'CANAL ROAD FOR 0.32 KM (0.20 MI) TO A PAVED CROSSROAD.  TURN LEFT AND
 NF1681'GO NORTHWEST ON RICKS ROAD FOR 0.16 KM (0.10 MI) TO A DRIVEWAY ON THE
 NF1681'RIGHT LEADING INTO A PARKING LOT.  TURN RIGHT AND GO NORTH ON THE
 NF1681'DRIVEWAY AND NORTHEAST ACROSS A PARKING LOT FOR 0.15 KM (0.10 MI) TO
 NF1681'THE NORTHEAST CORNER OF THE PARKING LOT AND THE STATION ON THE RIGHT.
 NF1681'THE STATION IS A STANDARD NGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 NF1681'MONUMENT THAT IS FLUSH WITH THE GROUND.  LOCATED 48.3 M (158.5 FT)
 NF1681'SOUTH-SOUTHEAST OF THE CENTER OF THE LABORATORY DOOR, 39.0 M
 NF1681'(128.0 FT) NORTH OF THE TESTING AND RESEARCH SIGN, 36.9 M (121.1 FT)
 NF1681'SOUTH OF THE SOUTH CORNER OF THE LABORATORY, 26.8 M (87.9 FT) SOUTH OF
 NF1681'A FIRE HYDRANT, 18.0 M (59.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 NF1681'A METAL TUNNEL VENT, 11.6 M (38.1 FT) SOUTHEAST OF THE SOUTH ONE OF
 NF1681'FOUR LIGHTS AT VISITORS PARKING AREA AND 0.7 M (2.3 FT) WEST OF A
 NF1681'CARSONITE WITNESS POST.
 NF1681'THIS IS A NEW GRAVITY STATION.
 NF1681'DESCRIBED BY E.J. HANSMANN.
 NF1681
 NF1681                          STATION RECOVERY (1994)
 NF1681
 NF1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1681'STATION IS LOCATED ABOUT 12 KM (7.45 MI) SOUTHWEST OF LANSING, AT THE
 NF1681'STATE DEPARTMENT OF TRANSPORTATION MATERIALS AND TECHNOLOGY LABORATORY
 NF1681'WHICH IS IN THE DEPARTMENT OF TRANSPORTATION SECONDARY COMPLEX, NEAR
 NF1681'THE SOUTH CORNER OF THE BUILDING AND THE NORTHEAST CORNER OF THE
 NF1681'PARKING LOT.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO REACH
 NF1681'FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 96 AND
 NF1681'LANSING ROAD (EXIT 98) ON THE SOUTHWEST SIDE OF LANSING, GO SOUTHWEST
 NF1681'ON LANSING ROAD (OLD HIGHWAY 127) FOR 1.30 KM (0.80 MI) TO A RAMP
 NF1681'RIGHT LEADING TO CANAL ROAD.  BEAR RIGHT ON RAMP, THEN NORTHWEST ON
 NF1681'CANAL ROAD FOR 0.33 KM (0.20 MI) TO A CROSSROAD.  TURN LEFT, WESTERLY,
 NF1681'ON RICKS ROAD FOR 0.16 KM (0.10 MI) TO A PARKING LOT ENTRANCE ON THE
 NF1681'RIGHT.  TURN RIGHT INTO LOT, THEN RIGHT, THEN LEFT AROUND THE
 NF1681'PERIMETER OF THE LOT FOR 0.15 KM (0.10 MI) TO THE NORTHEAST CORNER OF
 NF1681'THE LOT AND THE STATION ON THE RIGHT.  STATION IS RECESSED 1 CM BELOW
 NF1681'GROUND.  IT IS 36.9 M (121.1 FT) SOUTH OF THE ROUNDED SOUTH CORNER OF
 NF1681'THE BUILDING, 27.4 M (89.9 FT) SOUTH OF A FIRE HYDRANT, 18.3 M (60.0
 NF1681'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A TUNNEL VENT, 11.9 M (39.0
 NF1681'FT) SOUTHEAST OF THE SOUTH ONE OF FOUR LIGHT POLES ALONG PARKING LOT
 NF1681'EDGE, 11.5 M (37.7 FT) EAST-NORTHEAST OF A BOULDER WITH A PLAQUE
 NF1681'COMMEMORATING ANTHONY PRICE, AND 0.7 M (2.3 FT) WEST OF A FIBERGLASS
 NF1681'WITNESS POST. DESCRIBED BY G.R. HEID.
 NF1681
 NF1681                          STATION RECOVERY (1998)
 NF1681
 NF1681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 NF1681'ANOTHER ALIAS IS NN 431. STATION IN LANSING, MICHIGAN, AT THE STATE
 NF1681'DEPARTMENT OF TRANSPORTATION MATERIALS AND TECHNOLOGY LABORATORY AT
 NF1681'8885 RICKS ROAD AT THE STATE SECONDARY COMPLEX.  STATION IS 6.85 MI
 NF1681'(11.02 KM) SW OF STATE CAPITOL.  TO ACCESS FROM EXIT 98A OF INTERSTATE
 NF1681'96, GO SW ON LANSING ROAD (OLD US 27) .  FROM CENTER OF INTERCHANGE,
 NF1681'GO 0.7 MI (1.1 KM) AND TURN NORTHERLY (RIGHT) ON CANAL ROAD.  GO 0.2
 NF1681'MI (0.3 KM) AND TURN NW, LEFT, ONTO RICKS ROAD.  GO 0.10 MI (0.16 KM)
 NF1681'AND TURN NE (RIGHT) INTO PARKING LOT.  GO TO NORTHEAST SIDE OF PARKING
 NF1681'LOT AND STATION.  STATION IS ON TOP OF RECTANGULAR CONCRETE PIER (
 NF1681'0.58 M (1.90 FT) BY 0.61 M (2.00 FT) ), SET FLUSH WITH GROUND, IN
 NF1681'GRASSY AREA BETWEEN PARKING LOT AND CANAL ROAD, 11.55 M (37.89 FT) SE
 NF1681'OF SOUTHMOST OF LINE OF FOUR SMALL LAMPPOSTS ALONG VISITOR PARKING,
 NF1681'36.9 M (121.1 FT) SOUTH OF SOUTH CORNER OF BUILDING (LIBRARY AREA) ,
 NF1681'26.8 M (87.9 FT) SOUTH OF FIRE HYDRANT, 48.3 M (158.5 FT) SSE OF DOORS
 NF1681'TO BUILDING, ABOUT 18 M (59.1 FT) SW OF METAL HOUSING FOR TUNNEL VENT
 NF1681'AND ABOUT 39 M (128.0 FT) NORTH OF TESTING AND RESEARCH SIGN.
 NF1681
 NF1681                          STATION RECOVERY (2003)
 NF1681
 NF1681'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1681'WITNESS POST IS NO LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1430 ***********************************************************************
 NF1430  DESIGNATION -  LANSING CAPITAL CITY APT BCN
 NF1430  PID         -  NF1430
 NF1430  STATE/COUNTY-  MI/CLINTON
 NF1430  USGS QUAD   -  LANSING NORTH (1980)
 NF1430
 NF1430                         *CURRENT SURVEY CONTROL
 NF1430  ___________________________________________________________________
 NF1430* NAD 83(1994)-  42 46 35.18764(N)    084 36 05.13056(W)     ADJUSTED  
 NF1430* NAVD 88     -                                                        
 NF1430  ___________________________________________________________________
 NF1430  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 NF1430  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1430
 NF1430  HORZ ORDER  -  THIRD
 NF1430
 NF1430.This mark is at Capital City Airport (LAN)
 NF1430
 NF1430.The horizontal coordinates were established by classical geodetic methods
 NF1430.and adjusted by the National Geodetic Survey in February 1997..
 NF1430
 NF1430
 NF1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1430
 NF1430.The geoid height was determined by GEOID03.
 NF1430
 NF1430;                    North         East     Units Scale Factor Converg.
 NF1430;SPC MI S     -   141,810.344 3,980,790.092   MT  0.99990867   -0 09 35.1
 NF1430;SPC MI S     -   465,257.03 13,060,334.95   iFT  0.99990867   -0 09 35.1
 NF1430;UTM  16      - 4,738,779.578   696,215.715   MT  1.00007368   +1 37 46.1
 NF1430
 NF1430                          SUPERSEDED SURVEY CONTROL
 NF1430
 NF1430  NAD 83(1986)-  42 46 35.18737(N)    084 36 05.15293(W) AD(       ) 4
 NF1430  NAD 27      -  42 46 35.06462(N)    084 36 05.23045(W) AD(       ) 3
 NF1430
 NF1430.Superseded values are not recommended for survey control.
 NF1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1430.See file dsdata.txt to determine how the superseded data were derived.
 NF1430
 NF1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9621638780(NAD 83)
 NF1430
 NF1430  HISTORY     - Date     Condition        Report By
 NF1430  HISTORY     - 1932     MONUMENTED       CGS
 NF1430  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NF1430
 NF1430                          STATION DESCRIPTION
 NF1430
 NF1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF1430'A 24-INCH ROTATING BEACON ON 50-FOOT TOWER, AT THE CAPITAL CITY
 NF1430'AIRPORT, 3-1/2 MILES NORTHWEST OF
 NF1430'LANSING.
 NF1430
 NF1430                          STATION RECOVERY (1948)
 NF1430
 NF1430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NF1430'DESTROYED
 NF1430'
 NF1430'TOWER HAS BEEN TAKEN DOWN AND BEACON IS ON A HANGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1448 ***********************************************************************
 NF1448  CBN         -  This is a Cooperative Base Network Control Station.
 NF1448  PACS        -  This is a Primary Airport Control Station.
 NF1448  DESIGNATION -  LANSING CBL 1290 D
 NF1448  PID         -  NF1448
 NF1448  STATE/COUNTY-  MI/CLINTON
 NF1448  USGS QUAD   -  LANSING NORTH (1980)
 NF1448
 NF1448                         *CURRENT SURVEY CONTROL
 NF1448  ___________________________________________________________________
 NF1448* NAD 83(1994)-  42 46 48.00641(N)    084 35 07.88613(W)     ADJUSTED  
 NF1448* NAVD 88     -       257.68   (meters)     845.4    (feet)  GPS OBS   
 NF1448  ___________________________________________________________________
 NF1448  X           -     442,429.850 (meters)                     COMP
 NF1448  Y           -  -4,667,830.911 (meters)                     COMP
 NF1448  Z           -   4,309,748.008 (meters)                     COMP
 NF1448  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 NF1448  ELLIP HEIGHT-         224.23  (meters)          (07/12/02) GPS OBS
 NF1448  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF1448
 NF1448  HORZ ORDER  -  B
 NF1448  ELLP ORDER  -  FOURTH    CLASS II
 NF1448
 NF1448.This mark is at Capital City Airport (LAN)
 NF1448
 NF1448.The horizontal coordinates were established by GPS observations
 NF1448.and adjusted by the National Geodetic Survey in September 1995..
 NF1448
 NF1448.The orthometric height was determined by GPS observations and a
 NF1448.high-resolution geoid model.
 NF1448
 NF1448.GPS derived orthometric heights for airport stations designated as
 NF1448.PACS or SACS are published to 2 decimal places.  This maintains
 NF1448.centimeter relative accuracy between the PACS and SACS.  It does
 NF1448.not indicate centimeter accuracy relative to other marks which are
 NF1448.part of the NAVD 88 network.
 NF1448
 NF1448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1448
 NF1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1448
 NF1448.The ellipsoidal height was determined by GPS observations
 NF1448.and is referenced to NAD 83.
 NF1448
 NF1448.The geoid height was determined by GEOID03.
 NF1448
 NF1448;                    North         East     Units Scale Factor Converg.
 NF1448;SPC MI S     -   142,202.362 3,982,092.289   MT  0.99990855   -0 08 56.2
 NF1448;SPC MI S     -   466,543.18 13,064,607.25   iFT  0.99990855   -0 08 56.2
 NF1448;UTM  16      - 4,739,212.137   697,505.254   MT  1.00007993   +1 38 25.5
 NF1448
 NF1448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1448!SPC MI S     -   0.99996484  x   0.99990855  =   0.99987339
 NF1448!UTM  16      -   0.99996484  x   1.00007993  =   1.00004476
 NF1448
 NF1448:                Primary Azimuth Mark                     Grid Az
 NF1448:SPC MI S     -  APRON                                    222 59 16.5
 NF1448:UTM  16      -  APRON                                    221 11 54.8
 NF1448
 NF1448|---------------------------------------------------------------------|
 NF1448| PID    Reference Object                     Distance      Geod. Az  |
 NF1448|                                                           dddmmss.s |
 NF1448| NF1451 APRON                               APPROX. 0.7 KM 2225020.3 |
 NF1448| NF1444 AIRPORT BCN CAPITOL CITY APT        APPROX. 1.4 KM 2494707.0 |
 NF1448| NF1462 LANSING JOHN HENRY CO TANK          APPROX. 4.3 KM 2714027.9 |
 NF1448|---------------------------------------------------------------------|
 NF1448
 NF1448                          SUPERSEDED SURVEY CONTROL
 NF1448
 NF1448  ELLIP H (09/20/95)  224.24   (m)                       GP(       ) 1 2
 NF1448  NAD 83(1986)-  42 46 48.00433(N)    084 35 07.90331(W) AD(       ) 2
 NF1448  NAD 27      -  42 46 47.87836(N)    084 35 07.97234(W) AD(       ) 2
 NF1448  NGVD 29 (07/19/86)  258.2    (m)          847.     (f) VERT ANG       
 NF1448
 NF1448.Superseded values are not recommended for survey control.
 NF1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1448.See file dsdata.txt to determine how the superseded data were derived.
 NF1448
 NF1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9750539212(NAD 83)
 NF1448_MARKER: DD = SURVEY DISK
 NF1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1448_STAMPING: CBL D
 NF1448_MARK LOGO: MIDH  
 NF1448_MAGNETIC: O = OTHER; SEE DESCRIPTION
 NF1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1448+STABILITY: SURFACE MOTION
 NF1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1448+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1994
 NF1448
 NF1448  HISTORY     - Date     Condition        Report By
 NF1448  HISTORY     - 1976     MONUMENTED       MIDH
 NF1448  HISTORY     - 1980     GOOD             MIDH
 NF1448  HISTORY     - 19880615 GOOD             NGS
 NF1448  HISTORY     - 19940428 GOOD             NGS
 NF1448
 NF1448                          STATION DESCRIPTION
 NF1448
 NF1448'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (LHW)
 NF1448'THE STATION IS LOCATED 4 MILES NORTH-NORTHWEST OF DOWNTOWN LANSING,
 NF1448'AT THE CAPITAL CITY AIRPORT, IN A GRASSY AREA NEAR THE NORTH EDGE OF
 NF1448'THE LANDING AREA.  A SECURITY PASS MUST BE OBTAINED FROM THE
 NF1448'AIRPORT PUBLIC SAFETY OFFICE (TELEPHONE 371-2020) TO REACH THE
 NF1448'STATION.
 NF1448'
 NF1448'THE STATION MARK, A BRASS DISK WITH THE LEGEND REMOVED, IS STAMPED
 NF1448'CBL D.  IT IS A CALIBRATION BASE LINE DISK ESTABLISHED BY THE
 NF1448'MICHIGAN DEPARTMENT OF TRANSPORTATION.  IT IS ABOUT 2000 FEET
 NF1448'NORTHEAST OF THE TERMINAL BUILDING, 43 FEET SOUTHEAST OF THE EAST
 NF1448'EDGE OF THE NORTHEAST-SOUTHWEST TAXI-STRIP FOR RUNWAY 24,
 NF1448'41.6 FEET SOUTH OF A BLUE RUNWAY LIGHT, AND 4.9 FEET NORTH OF A
 NF1448'METAL WITNESS POST.
 NF1448'
 NF1448'THE MICHIGAN DEPARTMENT OF TRANSPORTATION REPORTS THAT THE DISK HAS
 NF1448'BEEN RESTAMPED TO READ CBL D 1290.
 NF1448'
 NF1448'NEAREST TOWN--LANSING.
 NF1448'
 NF1448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 NF1448
 NF1448                          STATION RECOVERY (1980)
 NF1448
 NF1448'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DAH)
 NF1448'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE OTHER
 NF1448'STATIONS OF THE CALIBRATION BASELINE ARE RESPECTIVELY 545, 1140,
 NF1448'AND 1290 METERS EAST OF THE STATION (MI E PLANE AZIMUTH 271-13-33)
 NF1448'AND WERE ALSO RECOVERED IN GOOD CONDITION.
 NF1448'
 NF1448'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CAPITAL CITY
 NF1448'AIRPORT.
 NF1448
 NF1448                          STATION RECOVERY (1988)
 NF1448
 NF1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 NF1448'STATION IS AT CAPITOL CITY AIRPORT NEAR RWY END 24.  IT IS 42.0 FT
 NF1448'(12.8 M) SE OF SE EDGE OF TAXIWAY C, 41.5 FT (12.6 M) SOUTH OF 6TH
 NF1448'TAXIWAY LT SW OF CURVE IN TAXIWAY, 109.6 FT (33.4 M) NE OF 7TH TAXIWAY
 NF1448'LT AND 4.0 FT (1.2 M) NW OF WITNESS POST.  MARK IS A BRASS DISK SET IN
 NF1448'A CONCRETE MOUNMENT 1.0 FT (0.3 M) IN DIAMETER, FLUSH WITH GROUND AND
 NF1448'STAMPED, CBL D.  IT IS ONE OF FOUR DISKS SET ON A CALIBRATION LINE.
 NF1448
 NF1448                          STATION RECOVERY (1994)
 NF1448
 NF1448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1448'NOTE--CALL IN ADVANCE, ESCORT REQUIRED TO REACH STATION.  STATION IS
 NF1448'LOCATED ABOUT 10 KM (6.20 MI) NORTHWEST OF LANSING, 1 KM (0.60 MI)
 NF1448'NORTH OF THE CLINTON-EATON COUNTY LINE, AT THE CAPITAL CITY AIRPORT,
 NF1448'ALONG CHARLIE TAXI, 0.11 KM (0.05 MI) SOUTHWEST OF THE NORTHEAST END
 NF1448'OF THE TAXI, IN THE NORTHEAST 1/4 OF SECTION 31, T 5 N, R 2 W.
 NF1448'OWNERSHIP--CAPITAL REGION AIRPORT AUTHORITY, CAPITAL CITY AIRPORT,
 NF1448'LANSING, MI 48926.  AIRPORT MANAGER IS THOMAS W.  SCHMIDT, PHONE
 NF1448'517-321-6121.  TO REACH FROM UNDERPASS AT EXIT 90 AT THE JUNCTION OF
 NF1448'INTERSTATE HIGHWAY 96 AND GRAND RIVER AVENUE (INTERSTATE HIGHWAY 96
 NF1448'BUSINESS) ON THE NORTHWEST SIDE OF LANSING, GO EAST ON GRAND RIVER
 NF1448'AVENUE FOR 7.18 KM (4.45 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH,
 NF1448'ON CAPITAL CITY BOULEVARD FOR 8.32 KM (5.15 MI) TO THE TERMINAL
 NF1448'BUILDING.  STATION MARK IS AN UNMARKED DISK SET IN THE TOP OF A 30-CM
 NF1448'ROUND CONCRETE POST 1 CM BELOW GROUND.  IT IS 13.1 M (43.0 FT)
 NF1448'SOUTHEAST OF THE TAXI EDGE, 12.6 M (41.3 FT) SOUTH-SOUTHEAST OF THE
 NF1448'SIXTH TAXI LIGHT SOUTHWEST OF A CURVE IN THE TAXI, 33.3 M (109.3 FT)
 NF1448'EAST-NORTHEAST OF THE SEVENTH LIGHT SOUTHWEST OF THE CURVE AND 0.4 M
 NF1448'(1.3 FT) NORTHWEST OF A FIBERGLAS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1475 ***********************************************************************
 NF1475  DESIGNATION -  LANSING CITY POWER PLT NW STK
 NF1475  PID         -  NF1475
 NF1475  STATE/COUNTY-  MI/INGHAM
 NF1475  USGS QUAD   -  LANSING SOUTH (1973)
 NF1475
 NF1475                         *CURRENT SURVEY CONTROL
 NF1475  ___________________________________________________________________
 NF1475* NAD 83(1994)-  42 43 07.49680(N)    084 33 29.30984(W)     ADJUSTED  
 NF1475* NAVD 88     -                                                        
 NF1475  ___________________________________________________________________
 NF1475  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NF1475  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF1475
 NF1475  HORZ ORDER  -  THIRD
 NF1475
 NF1475.The horizontal coordinates were established by classical geodetic methods
 NF1475.and adjusted by the National Geodetic Survey in February 1997..
 NF1475
 NF1475
 NF1475.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1475
 NF1475.The geoid height was determined by GEOID03.
 NF1475
 NF1475;                    North         East     Units Scale Factor Converg.
 NF1475;SPC MI S     -   135,393.106 3,984,317.333   MT  0.99991107   -0 07 49.1
 NF1475;SPC MI S     -   444,203.10 13,071,907.26   iFT  0.99991107   -0 07 49.1
 NF1475;UTM  16      - 4,732,474.450   699,942.147   MT  1.00009185   +1 39 25.6
 NF1475
 NF1475                          SUPERSEDED SURVEY CONTROL
 NF1475
 NF1475  NAD 83(1986)-  42 43 07.49689(N)    084 33 29.32824(W) AD(       ) 4
 NF1475  NAD 27      -  42 43 07.37599(N)    084 33 29.40078(W) AD(       ) 3
 NF1475
 NF1475.Superseded values are not recommended for survey control.
 NF1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1475.See file dsdata.txt to determine how the superseded data were derived.
 NF1475
 NF1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9994232474(NAD 83)
 NF1475
 NF1475  HISTORY     - Date     Condition        Report By
 NF1475  HISTORY     - UNK      MONUMENTED
 NF1475  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NF1475  HISTORY     - 19950912 GOOD             USPSQD
 NF1475  HISTORY     - 20020817 GOOD             GEOCAC
 NF1475
 NF1475                          STATION DESCRIPTION
 NF1475
 NF1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NF1475'FROM THE STATE CAPITOL BUILDING IN LANSING GO EAST ON MICHIGAN, AVE
 NF1475'TO WASHINGTON, AVE., TURN RIGHT
 NF1475'(S) AND FOLLOW WASHINGTON CROSSING THE RIVER AND THE RAILROAD TO
 NF1475'ISLAND, AVE., TURN RIGHT (W) AND
 NF1475'FOLLOW ROAD TO POWER PLANT.  STACK IS THE NORTHWEST OF
 NF1475'FOUR TALL STACKS EVENLY SPACED ATOP THE BUILDING.
 NF1475
 NF1475                          STATION RECOVERY (1995)
 NF1475
 NF1475'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1475'RECOVERED IN GOOD CONDITION.
 NF1475
 NF1475                          STATION RECOVERY (2002)
 NF1475
 NF1475'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1476 ***********************************************************************
 NF1476  DESIGNATION -  LANSING CITY POWER PLT SE STK
 NF1476  PID         -  NF1476
 NF1476  STATE/COUNTY-  MI/INGHAM
 NF1476  USGS QUAD   -  LANSING SOUTH (1973)
 NF1476
 NF1476                         *CURRENT SURVEY CONTROL
 NF1476  ___________________________________________________________________
 NF1476* NAD 83(1994)-  42 43 06.62749(N)    084 33 28.07836(W)     ADJUSTED  
 NF1476* NAVD 88     -                                                        
 NF1476  ___________________________________________________________________
 NF1476  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NF1476  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF1476
 NF1476  HORZ ORDER  -  THIRD
 NF1476
 NF1476.The horizontal coordinates were established by classical geodetic methods
 NF1476.and adjusted by the National Geodetic Survey in February 1997..
 NF1476
 NF1476
 NF1476.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1476
 NF1476.The geoid height was determined by GEOID03.
 NF1476
 NF1476;                    North         East     Units Scale Factor Converg.
 NF1476;SPC MI S     -   135,366.220 3,984,345.290   MT  0.99991108   -0 07 48.3
 NF1476;SPC MI S     -   444,114.90 13,071,998.98   iFT  0.99991108   -0 07 48.3
 NF1476;UTM  16      - 4,732,448.445   699,970.934   MT  1.00009199   +1 39 26.4
 NF1476
 NF1476                          SUPERSEDED SURVEY CONTROL
 NF1476
 NF1476  NAD 83(1986)-  42 43 06.62755(N)    084 33 28.09681(W) AD(       ) 4
 NF1476  NAD 27      -  42 43 06.50661(N)    084 33 28.16965(W) AD(       ) 3
 NF1476
 NF1476.Superseded values are not recommended for survey control.
 NF1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1476.See file dsdata.txt to determine how the superseded data were derived.
 NF1476
 NF1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9997132448(NAD 83)
 NF1476
 NF1476  HISTORY     - Date     Condition        Report By
 NF1476  HISTORY     - UNK      MONUMENTED
 NF1476  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NF1476  HISTORY     - 19950912 GOOD             USPSQD
 NF1476  HISTORY     - 20020817 GOOD             GEOCAC
 NF1476
 NF1476                          STATION DESCRIPTION
 NF1476
 NF1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NF1476'FROM THE STATE CAPITOL BUILDING IN LANSING GO EAST ON MICHIGAN, AVE
 NF1476'TO WASHINGTON AVE.,
 NF1476'TURN RIGHT (S) ON WASHINGTON AND FOLLOW IT CROSSING THE RIVER AND THE
 NF1476'RAILROAD TO ISLAND, AVE., TURN RIGHT (W) AND
 NF1476'FOLLOW ROAD AND CROSSING THE RIVER AGAIN TO POWER
 NF1476'PLANT.  STACK IS THE SOUTHEAST ONE OF FOUR, EVENLY
 NF1476'SPACED ATOP THE BUILDING.
 NF1476
 NF1476                          STATION RECOVERY (1995)
 NF1476
 NF1476'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1476'RECOVERED IN GOOD CONDITION.
 NF1476
 NF1476                          STATION RECOVERY (2002)
 NF1476
 NF1476'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1489 ***********************************************************************
 NF1489  DESIGNATION -  LANSING CITY PWR PLANT CEN STK
 NF1489  PID         -  NF1489
 NF1489  STATE/COUNTY-  MI/INGHAM
 NF1489  USGS QUAD   -  LANSING SOUTH (1973)
 NF1489
 NF1489                         *CURRENT SURVEY CONTROL
 NF1489  ___________________________________________________________________
 NF1489* NAD 83(1994)-  42 43 07.07471(N)    084 33 28.13166(W)     ADJUSTED  
 NF1489* NAVD 88     -                                                        
 NF1489  ___________________________________________________________________
 NF1489  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 NF1489  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF1489
 NF1489  HORZ ORDER  -  THIRD
 NF1489
 NF1489.The horizontal coordinates were established by classical geodetic methods
 NF1489.and adjusted by the National Geodetic Survey in February 1997..
 NF1489
 NF1489
 NF1489.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1489
 NF1489.The geoid height was determined by GEOID03.
 NF1489
 NF1489;                    North         East     Units Scale Factor Converg.
 NF1489;SPC MI S     -   135,380.022 3,984,344.108   MT  0.99991108   -0 07 48.3
 NF1489;SPC MI S     -   444,160.18 13,071,995.10   iFT  0.99991108   -0 07 48.3
 NF1489;UTM  16      - 4,732,462.205   699,969.322   MT  1.00009199   +1 39 26.4
 NF1489
 NF1489                          SUPERSEDED SURVEY CONTROL
 NF1489
 NF1489  NAD 83(1986)-  42 43 07.07343(N)    084 33 28.15045(W) AD(       ) 4
 NF1489  NAD 27      -  42 43 06.94659(N)    084 33 28.22512(W) AD(       ) 3
 NF1489
 NF1489.Superseded values are not recommended for survey control.
 NF1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1489.See file dsdata.txt to determine how the superseded data were derived.
 NF1489
 NF1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9996932462(NAD 83)
 NF1489_MARKER: 63 = STACK
 NF1489
 NF1489  HISTORY     - Date     Condition        Report By
 NF1489  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1489  HISTORY     - 20020817 GOOD             GEOCAC
 NF1489
 NF1489                          STATION DESCRIPTION
 NF1489
 NF1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1489'THE STATION IS THE TOP CENTER OF THE CENTER ONE OF THREE TALLEST OF
 NF1489'SEVEN STACKS, OWNED BY LANSING CITY WATER AND LIGHT.  THE STACK IS
 NF1489'ATTACHED TO THE POWER PLANT AND IS APPROXIMATELY 450 FEET HIGH.
 NF1489'
 NF1489'LOCATED 1.0 MILE SOUTH-SOUTHWEST OF THE CENTER OF LANSING.
 NF1489
 NF1489                          STATION RECOVERY (2002)
 NF1489
 NF1489'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1488 ***********************************************************************
 NF1488  DESIGNATION -  LANSING CITY WATER LIGHT STACK
 NF1488  PID         -  NF1488
 NF1488  STATE/COUNTY-  MI/INGHAM
 NF1488  USGS QUAD   -  LANSING SOUTH (1973)
 NF1488
 NF1488                         *CURRENT SURVEY CONTROL
 NF1488  ___________________________________________________________________
 NF1488* NAD 83(1994)-  42 44 06.19831(N)    084 32 59.69304(W)     ADJUSTED  
 NF1488* NAVD 88     -                                                        
 NF1488  ___________________________________________________________________
 NF1488  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NF1488  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF1488
 NF1488  HORZ ORDER  -  THIRD
 NF1488
 NF1488.The horizontal coordinates were established by classical geodetic methods
 NF1488.and adjusted by the National Geodetic Survey in February 1997..
 NF1488
 NF1488
 NF1488.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1488
 NF1488.The geoid height was determined by GEOID03.
 NF1488
 NF1488;                    North         East     Units Scale Factor Converg.
 NF1488;SPC MI S     -   137,202.829 3,984,995.093   MT  0.99991029   -0 07 28.9
 NF1488;SPC MI S     -   450,140.52 13,074,130.88   iFT  0.99991029   -0 07 28.9
 NF1488;UTM  16      - 4,734,304.770   700,563.236   MT  1.00009491   +1 39 47.5
 NF1488
 NF1488                          SUPERSEDED SURVEY CONTROL
 NF1488
 NF1488  NAD 83(1986)-  42 44 06.19692(N)    084 32 59.71202(W) AD(       ) 4
 NF1488  NAD 27      -  42 44 06.07097(N)    084 32 59.78957(W) AD(       ) 3
 NF1488
 NF1488.Superseded values are not recommended for survey control.
 NF1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1488.See file dsdata.txt to determine how the superseded data were derived.
 NF1488
 NF1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0056334305(NAD 83)
 NF1488_MARKER: 63 = STACK
 NF1488
 NF1488  HISTORY     - Date     Condition        Report By
 NF1488  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1488  HISTORY     - 20020816 GOOD             GEOCAC
 NF1488
 NF1488                          STATION DESCRIPTION
 NF1488
 NF1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1488'STATION IS THE TOP CENTER OF THE LANSING BOARD OF WATER AND LIGHT
 NF1488'STACK.  IT IS A WHITE STACK WITH A BLACK TOP, APPROXIMATELY 260 FEET
 NF1488'HIGH AND IS ATTACHED TO THE TOP OF THE APPROXIMATE CENTER OF THE
 NF1488'PLANT COMPLEX.
 NF1488'
 NF1488'LOCATED 0.25 MILE NORTHEAST OF THE CENTER OF LANSING AND ATOP THE
 NF1488'PLANT COMPLEX.
 NF1488
 NF1488                          STATION RECOVERY (2002)
 NF1488
 NF1488'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AM7017 ***********************************************************************
 AM7017  CORS        -  This is a GPS Continuously Operating Reference Station.
 AM7017  DESIGNATION -  LANSING CORS ARP
 AM7017  CORS_ID     -  LANS
 AM7017  PID         -  AM7017
 AM7017  STATE/COUNTY-  MI/EATON
 AM7017  USGS QUAD   -  DIMONDALE (1973)
 AM7017
 AM7017                         *CURRENT SURVEY CONTROL
 AM7017  ___________________________________________________________________
 AM7017* NAD 83(CORS)-  42 40 25.95245(N)    084 39 47.88530(W)     ADJUSTED  
 AM7017* NAVD 88     -                                                        
 AM7017  ___________________________________________________________________
 AM7017  EPOCH DATE  -        2002.00
 AM7017  X           -     436,838.223 (meters)                     COMP
 AM7017  Y           -  -4,676,405.070 (meters)                     COMP
 AM7017  Z           -   4,301,099.562 (meters)                     COMP
 AM7017  ELLIP HEIGHT-         242.24  (meters)          (05/??/02) GPS OBS
 AM7017  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 AM7017
 AM7017  HORZ ORDER  -  SPECIAL (CORS)
 AM7017  ELLP ORDER  -  SPECIAL (CORS)
 AM7017
 AM7017.ITRF positions are available for this station.
 AM7017.The coordinates were established by GPS observations
 AM7017.and adjusted by the National Geodetic Survey in May 2002..
 AM7017.The coordinates are valid at the epoch date displayed above.
 AM7017.The epoch date for horizontal control is a decimal equivalence
 AM7017.of Year/Month/Day.
 AM7017
 AM7017
 AM7017.The PID for the CORS L1 Phase Center is DG4066.
 AM7017
 AM7017.The XYZ, and position/ellipsoidal ht. are equivalent.
 AM7017
 AM7017.The ellipsoidal height was determined by GPS observations
 AM7017.and is referenced to NAD 83.
 AM7017
 AM7017.The geoid height was determined by GEOID03.
 AM7017
 AM7017;                    North         East     Units Scale Factor Converg.
 AM7017;SPC MI S     -   130,433.695 3,975,686.732   MT  0.99991364   -0 12 06.7
 AM7017;SPC MI S     -   427,932.07 13,043,591.64   iFT  0.99991364   -0 12 06.7
 AM7017
 AM7017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AM7017!SPC MI S     -   0.99996201  x   0.99991364  =   0.99987565
 AM7017
 AM7017                          SUPERSEDED SURVEY CONTROL
 AM7017
 AM7017.No superseded survey control is available for this station.
 AM7017
 AM7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9146927248(NAD 83)
 AM7017_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AM7017
 AM7017                          STATION DESCRIPTION
 AM7017
 AM7017'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AM7017'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AM7017'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AM7017'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AM7017'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AM7017'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4066 ***********************************************************************
 DG4066  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4066  DESIGNATION -  LANSING CORS L1 PHASE CENTER
 DG4066  CORS_ID     -  LANS
 DG4066  PID         -  DG4066
 DG4066  STATE/COUNTY-  MI/EATON
 DG4066  USGS QUAD   -  DIMONDALE (1973)
 DG4066
 DG4066                         *CURRENT SURVEY CONTROL
 DG4066  ___________________________________________________________________
 DG4066* NAD 83(CORS)-  42 40 25.95253(N)    084 39 47.88525(W)     ADJUSTED  
 DG4066* NAVD 88     -                                                        
 DG4066  ___________________________________________________________________
 DG4066  EPOCH DATE  -        2002.00
 DG4066  X           -     436,838.232 (meters)                     COMP
 DG4066  Y           -  -4,676,405.149 (meters)                     COMP
 DG4066  Z           -   4,301,099.638 (meters)                     COMP
 DG4066  ELLIP HEIGHT-         242.35  (meters)          (05/??/02) GPS OBS
 DG4066  GEOID HEIGHT-         -33.82  (meters)                     GEOID03
 DG4066
 DG4066  HORZ ORDER  -  SPECIAL (CORS)
 DG4066  ELLP ORDER  -  SPECIAL (CORS)
 DG4066
 DG4066.ITRF positions are available for this station.
 DG4066.The coordinates were established by GPS observations
 DG4066.and adjusted by the National Geodetic Survey in May 2002..
 DG4066.The coordinates are valid at the epoch date displayed above.
 DG4066.The epoch date for horizontal control is a decimal equivalence
 DG4066.of Year/Month/Day.
 DG4066
 DG4066
 DG4066.The PID for the CORS ARP is AM7017.
 DG4066
 DG4066.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4066
 DG4066.The ellipsoidal height was determined by GPS observations
 DG4066.and is referenced to NAD 83.
 DG4066
 DG4066.The geoid height was determined by GEOID03.
 DG4066
 DG4066;                    North         East     Units Scale Factor Converg.
 DG4066;SPC MI S     -   130,433.697 3,975,686.733   MT  0.99991364   -0 12 06.7
 DG4066;SPC MI S     -   427,932.08 13,043,591.64   iFT  0.99991364   -0 12 06.7
 DG4066
 DG4066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4066!SPC MI S     -   0.99996199  x   0.99991364  =   0.99987564
 DG4066
 DG4066                          SUPERSEDED SURVEY CONTROL
 DG4066
 DG4066.No superseded survey control is available for this station.
 DG4066
 DG4066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9146927248(NAD 83)
 DG4066_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4066
 DG4066                          STATION DESCRIPTION
 DG4066
 DG4066'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4066'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG4066'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG4066'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG4066'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG4066'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1480 ***********************************************************************
 NF1480  DESIGNATION -  LANSING DELTA TWP TANK
 NF1480  PID         -  NF1480
 NF1480  STATE/COUNTY-  MI/EATON
 NF1480  USGS QUAD   -  LANSING SOUTH (1973)
 NF1480
 NF1480                         *CURRENT SURVEY CONTROL
 NF1480  ___________________________________________________________________
 NF1480* NAD 83(1994)-  42 43 43.08198(N)    084 37 13.95403(W)     ADJUSTED  
 NF1480* NAVD 88     -                                                        
 NF1480  ___________________________________________________________________
 NF1480  LAPLACE CORR-           2.53  (seconds)                    DEFLEC99
 NF1480  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF1480
 NF1480  HORZ ORDER  -  THIRD
 NF1480
 NF1480.The horizontal coordinates were established by classical geodetic methods
 NF1480.and adjusted by the National Geodetic Survey in February 1997..
 NF1480
 NF1480
 NF1480.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1480
 NF1480.The geoid height was determined by GEOID03.
 NF1480
 NF1480;                    North         East     Units Scale Factor Converg.
 NF1480;SPC MI S     -   136,504.594 3,979,209.719   MT  0.99991059   -0 10 22.0
 NF1480;SPC MI S     -   447,849.72 13,055,150.00   iFT  0.99991059   -0 10 22.0
 NF1480;UTM  16      - 4,733,426.228   694,801.480   MT  1.00006688   +1 36 54.1
 NF1480
 NF1480                          SUPERSEDED SURVEY CONTROL
 NF1480
 NF1480  NAD 83(1986)-  42 43 43.08052(N)    084 37 13.97236(W) AD(       ) 4
 NF1480  NAD 27      -  42 43 42.95372(N)    084 37 14.04048(W) AD(       ) 3
 NF1480
 NF1480.Superseded values are not recommended for survey control.
 NF1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1480.See file dsdata.txt to determine how the superseded data were derived.
 NF1480
 NF1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9480133426(NAD 83)
 NF1480_MARKER: 53 = ELEVATED TANK
 NF1480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1480+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 NF1480
 NF1480  HISTORY     - Date     Condition        Report By
 NF1480  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1480  HISTORY     - 19961105 GOOD             USPSQD
 NF1480  HISTORY     - 20020911 GOOD             GEOCAC
 NF1480
 NF1480                          STATION DESCRIPTION
 NF1480
 NF1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1480'THE STATION IS THE APEX OF VENT OF THE LANSING DELTA TOWNSHIP WATER
 NF1480'TANK.  THE TANK HAS A CYLINDERICAL BODY WITH A DOME SHAPED TOP AND
 NF1480'HEMISPHERICAL BOTTOM, SUPPORTED BY SIX TUBULAR LEGS.  IT IS BLUE
 NF1480'IN COLOR AND APPROXIMATELY 130 FEET HIGH.
 NF1480'
 NF1480'LOCATED 3.3 MILES WEST OF THE CENTER OF LANSING, AND 90 FEET
 NF1480'SOUTHEAST OF THE CENTER LINE OF SNOW ROAD.
 NF1480
 NF1480                          STATION RECOVERY (1996)
 NF1480
 NF1480'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1480'RECOVERED IN GOOD CONDITION.
 NF1480
 NF1480                          STATION RECOVERY (2002)
 NF1480
 NF1480'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1480'NOW PAINTED WHITE WITH A DELTA TOWNSHIP LOGO ON TWO SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1474 ***********************************************************************
 NF1474  DESIGNATION -  LANSING DIAMOND RED E TANK
 NF1474  PID         -  NF1474
 NF1474  STATE/COUNTY-  MI/INGHAM
 NF1474  USGS QUAD   -  LANSING SOUTH (1973)
 NF1474
 NF1474                         *CURRENT SURVEY CONTROL
 NF1474  ___________________________________________________________________
 NF1474* NAD 83(1994)-  42 43 08.25385(N)    084 32 44.84416(W)     ADJUSTED  
 NF1474* NAVD 88     -                                                        
 NF1474  ___________________________________________________________________
 NF1474  LAPLACE CORR-           2.87  (seconds)                    DEFLEC99
 NF1474  GEOID HEIGHT-         -33.60  (meters)                     GEOID03
 NF1474
 NF1474  HORZ ORDER  -  THIRD
 NF1474
 NF1474.The horizontal coordinates were established by classical geodetic methods
 NF1474.and adjusted by the National Geodetic Survey in February 1997..
 NF1474
 NF1474
 NF1474.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1474
 NF1474.The geoid height was determined by GEOID03.
 NF1474
 NF1474;                    North         East     Units Scale Factor Converg.
 NF1474;SPC MI S     -   135,414.238 3,985,329.031   MT  0.99991106   -0 07 18.8
 NF1474;SPC MI S     -   444,272.43 13,075,226.48   iFT  0.99991106   -0 07 18.8
 NF1474;UTM  16      - 4,732,527.138   700,952.879   MT  1.00009684   +1 39 55.8
 NF1474
 NF1474                          SUPERSEDED SURVEY CONTROL
 NF1474
 NF1474  NAD 83(1986)-  42 43 08.25280(N)    084 32 44.86315(W) AD(       ) 4
 NF1474  NAD 27      -  42 43 08.12722(N)    084 32 44.93927(W) AD(       ) 3
 NF1474
 NF1474.Superseded values are not recommended for survey control.
 NF1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1474.See file dsdata.txt to determine how the superseded data were derived.
 NF1474
 NF1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0095332527(NAD 83)
 NF1474_MARKER: 51 = TANK
 NF1474
 NF1474  HISTORY     - Date     Condition        Report By
 NF1474  HISTORY     - UNK      FIRST OBSERVED
 NF1474  HISTORY     - 1976     GOOD             NGS
 NF1474  HISTORY     - 20020817 MARK NOT FOUND   GEOCAC
 NF1474
 NF1474                          STATION DESCRIPTION
 NF1474
 NF1474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1474'THE STATION IS THE BALL ATOP AND CENTER OF THE LANSING DIAMOND REO
 NF1474'CORPORATION NORTHEAST WATER TANK 1932.  THE TANK HAS A CYLINDERICAL
 NF1474'BODY WITH A CONICAL TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY
 NF1474'FOUR TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120
 NF1474'FEET HIGH.
 NF1474'
 NF1474'LOCATED 1.1 MILES SOUTH-SOUTHEAST OF THE CENTER OF LANSING, 100 FEET
 NF1474'WEST OF THE CENTER LINE OF CEDAR STREET.
 NF1474
 NF1474                          STATION RECOVERY (2002)
 NF1474
 NF1474'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1474'TOWER HAS BEEN TORN DOWN IN ORDER TO BUILD INDUSTRIAL PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1499 ***********************************************************************
 NF1499  DESIGNATION -  LANSING DIAMOND REO W TANK
 NF1499  PID         -  NF1499
 NF1499  STATE/COUNTY-  MI/INGHAM
 NF1499  USGS QUAD   -  LANSING SOUTH (1973)
 NF1499
 NF1499                         *CURRENT SURVEY CONTROL
 NF1499  ___________________________________________________________________
 NF1499* NAD 83(1994)-  42 43 00.90287(N)    084 32 59.15782(W)     ADJUSTED  
 NF1499* NAVD 88     -                                                        
 NF1499  ___________________________________________________________________
 NF1499  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NF1499  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NF1499
 NF1499  HORZ ORDER  -  THIRD
 NF1499
 NF1499.The horizontal coordinates were established by classical geodetic methods
 NF1499.and adjusted by the National Geodetic Survey in February 1997..
 NF1499
 NF1499
 NF1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1499
 NF1499.The geoid height was determined by GEOID03.
 NF1499
 NF1499;                    North         East     Units Scale Factor Converg.
 NF1499;SPC MI S     -   135,188.126 3,985,002.886   MT  0.99991116   -0 07 28.6
 NF1499;SPC MI S     -   443,530.60 13,074,156.45   iFT  0.99991116   -0 07 28.6
 NF1499;UTM  16      - 4,732,290.919   700,633.885   MT  1.00009526   +1 39 45.8
 NF1499
 NF1499                          SUPERSEDED SURVEY CONTROL
 NF1499
 NF1499  NAD 83(1986)-  42 43 00.90170(N)    084 32 59.17668(W) AD(       ) 4
 NF1499  NAD 27      -  42 43 00.77417(N)    084 32 59.25180(W) AD(       ) 3
 NF1499
 NF1499.Superseded values are not recommended for survey control.
 NF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1499.See file dsdata.txt to determine how the superseded data were derived.
 NF1499
 NF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0063432291(NAD 83)
 NF1499_MARKER: 53 = ELEVATED TANK
 NF1499
 NF1499  HISTORY     - Date     Condition        Report By
 NF1499  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1499
 NF1499                          STATION DESCRIPTION
 NF1499
 NF1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1499'THE STATION IS THE BALL ATOP AND CENTER OF THE LANSING DIAMOND REO
 NF1499'CORPORATION SOUTHWEST WATER TANK 1932.  THE TANK HAS A CYLINDRICAL
 NF1499'BODY WITH A CONICAL TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY
 NF1499'FOUR TRUSS-WORK LEGS.  IT IS SILVER IN COLOR AND APPROXIMATELY 120
 NF1499'FEET HIGH.
 NF1499'
 NF1499'LOCATED 1.1 MILES SOUTH-SOUTHEAST OF THE CENTER OF LANSING, 0.1 MILE
 NF1499'EAST OF WASHINGTON AVENUE, AND 100 FEET NORTH OF THE CENTER LINE OF
 NF1499'BAKER STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1536 ***********************************************************************
 NF1536  DESIGNATION -  LANSING ERICKSON PWR STA STACK
 NF1536  PID         -  NF1536
 NF1536  STATE/COUNTY-  MI/EATON
 NF1536  USGS QUAD   -  DIMONDALE (1973)
 NF1536
 NF1536                         *CURRENT SURVEY CONTROL
 NF1536  ___________________________________________________________________
 NF1536* NAD 83(1994)-  42 41 32.08128(N)    084 39 24.35616(W)     ADJUSTED  
 NF1536* NAVD 88     -                                                        
 NF1536  ___________________________________________________________________
 NF1536  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 NF1536  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF1536
 NF1536  HORZ ORDER  -  THIRD
 NF1536
 NF1536.The horizontal coordinates were established by classical geodetic methods
 NF1536.and adjusted by the National Geodetic Survey in February 1997..
 NF1536
 NF1536
 NF1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1536
 NF1536.The geoid height was determined by GEOID03.
 NF1536
 NF1536;                    North         East     Units Scale Factor Converg.
 NF1536;SPC MI S     -   132,472.201 3,976,229.464   MT  0.99991251   -0 11 50.7
 NF1536;SPC MI S     -   434,620.08 13,045,372.26   iFT  0.99991251   -0 11 50.7
 NF1536;UTM  16      - 4,729,302.233   691,948.017   MT  1.00005331   +1 35 21.6
 NF1536
 NF1536                          SUPERSEDED SURVEY CONTROL
 NF1536
 NF1536  NAD 83(1986)-  42 41 32.07972(N)    084 39 24.37439(W) AD(       ) 4
 NF1536  NAD 27      -  42 41 31.95001(N)    084 39 24.43805(W) AD(       ) 3
 NF1536
 NF1536.Superseded values are not recommended for survey control.
 NF1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1536.See file dsdata.txt to determine how the superseded data were derived.
 NF1536
 NF1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9194829302(NAD 83)
 NF1536_MARKER: 63 = STACK
 NF1536
 NF1536  HISTORY     - Date     Condition        Report By
 NF1536  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1536  HISTORY     - 19961105 GOOD             USPSQD
 NF1536  HISTORY     - 20020819 GOOD             GEOCAC
 NF1536
 NF1536                          STATION DESCRIPTION
 NF1536
 NF1536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1536'THE STATION IS TOP CENTER OF THE LANSING CITY WATER AND LIGHT
 NF1536'ERICKSON STATION STACK.  THE STACK IS RED AND WHITE IN COLOR AND
 NF1536'APPROXIMATELY 475 FEET HIGH.
 NF1536'
 NF1536'LOCATED 6.4 MILES SOUTHWEST OF THE CENTER OF LANSING, 0.2 MILE EAST
 NF1536'OF CANAL ROAD.
 NF1536
 NF1536                          STATION RECOVERY (1996)
 NF1536
 NF1536'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1536'RECOVERED IN GOOD CONDITION.
 NF1536
 NF1536                          STATION RECOVERY (2002)
 NF1536
 NF1536'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1490 ***********************************************************************
 NF1490  DESIGNATION -  LANSING FIRE DEPT TOWER
 NF1490  PID         -  NF1490
 NF1490  STATE/COUNTY-  MI/INGHAM
 NF1490  USGS QUAD   -  LANSING SOUTH (1973)
 NF1490
 NF1490                         *CURRENT SURVEY CONTROL
 NF1490  ___________________________________________________________________
 NF1490* NAD 83(1994)-  42 41 49.21607(N)    084 33 50.02255(W)     ADJUSTED  
 NF1490* NAVD 88     -                                                        
 NF1490  ___________________________________________________________________
 NF1490  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 NF1490  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF1490
 NF1490  HORZ ORDER  -  THIRD
 NF1490
 NF1490.The horizontal coordinates were established by classical geodetic methods
 NF1490.and adjusted by the National Geodetic Survey in February 1997..
 NF1490
 NF1490
 NF1490.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1490
 NF1490.The geoid height was determined by GEOID03.
 NF1490
 NF1490;                    North         East     Units Scale Factor Converg.
 NF1490;SPC MI S     -   132,978.865 3,983,840.435   MT  0.99991224   -0 08 03.2
 NF1490;SPC MI S     -   436,282.37 13,070,342.63   iFT  0.99991224   -0 08 03.2
 NF1490;UTM  16      - 4,730,046.077   699,540.698   MT  1.00008988   +1 39 09.1
 NF1490
 NF1490                          SUPERSEDED SURVEY CONTROL
 NF1490
 NF1490  NAD 83(1986)-  42 41 49.21489(N)    084 33 50.04118(W) AD(       ) 4
 NF1490  NAD 27      -  42 41 49.08718(N)    084 33 50.11649(W) AD(       ) 3
 NF1490
 NF1490.Superseded values are not recommended for survey control.
 NF1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1490.See file dsdata.txt to determine how the superseded data were derived.
 NF1490
 NF1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9954130046(NAD 83)
 NF1490_MARKER: 55 = TOWER
 NF1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1490+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 NF1490
 NF1490  HISTORY     - Date     Condition        Report By
 NF1490  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1490  HISTORY     - 20020913 GOOD             GEOCAC
 NF1490
 NF1490                          STATION DESCRIPTION
 NF1490
 NF1490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1490'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE LANSING CITY
 NF1490'FIRE DEPARTMENT TOWER KSQ 341.  IT IS A THREE LEGGED, SKELETON STEEL
 NF1490'TOWER, PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY 304 FEET
 NF1490'HIGH.
 NF1490'
 NF1490'LOCATED 2.6 MILES SOUTH-SOUTHWEST OF THE CENTER OF LANSING, AND 100
 NF1490'FEET SOUTH OF THE CENTER LINE OF HOLMES ROAD.
 NF1490
 NF1490                          STATION RECOVERY (2002)
 NF1490
 NF1490'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1485 ***********************************************************************
 NF1485  DESIGNATION -  LANSING FISHER BODY TANK
 NF1485  PID         -  NF1485
 NF1485  STATE/COUNTY-  MI/INGHAM
 NF1485  USGS QUAD   -  LANSING SOUTH (1973)
 NF1485
 NF1485                         *CURRENT SURVEY CONTROL
 NF1485  ___________________________________________________________________
 NF1485* NAD 83(1994)-  42 44 19.47563(N)    084 34 55.89399(W)     ADJUSTED  
 NF1485* NAVD 88     -                                                        
 NF1485  ___________________________________________________________________
 NF1485  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 NF1485  GEOID HEIGHT-         -33.59  (meters)                     GEOID03
 NF1485
 NF1485  HORZ ORDER  -  THIRD
 NF1485
 NF1485.The horizontal coordinates were established by classical geodetic methods
 NF1485.and adjusted by the National Geodetic Survey in February 1997..
 NF1485
 NF1485
 NF1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1485
 NF1485.The geoid height was determined by GEOID03.
 NF1485
 NF1485;                    North         East     Units Scale Factor Converg.
 NF1485;SPC MI S     -   137,618.757 3,982,353.124   MT  0.99991012   -0 08 48.0
 NF1485;SPC MI S     -   451,505.11 13,065,463.01   iFT  0.99991012   -0 08 48.0
 NF1485;UTM  16      - 4,734,638.123   697,909.102   MT  1.00008190   +1 38 29.0
 NF1485
 NF1485                          SUPERSEDED SURVEY CONTROL
 NF1485
 NF1485  NAD 83(1986)-  42 44 19.47421(N)    084 34 55.91279(W) AD(       ) 4
 NF1485  NAD 27      -  42 44 19.34847(N)    084 34 55.98289(W) AD(       ) 3
 NF1485
 NF1485.Superseded values are not recommended for survey control.
 NF1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1485.See file dsdata.txt to determine how the superseded data were derived.
 NF1485
 NF1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9790934638(NAD 83)
 NF1485_MARKER: 53 = ELEVATED TANK
 NF1485
 NF1485  HISTORY     - Date     Condition        Report By
 NF1485  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1485  HISTORY     - 20020911 MARK NOT FOUND   GEOCAC
 NF1485
 NF1485                          STATION DESCRIPTION
 NF1485
 NF1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1485'THE STATION IS THE APEX OF VENT OF THE LANSING FISHER BODY DIVISION
 NF1485'OF GENERAL MOTORS WATER TANK.  THE TANK HAS A CYLINDERICAL BODY WITH
 NF1485'A DOME SHAPED TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SIX
 NF1485'TRUSS-WORK LEGS.  IT IS WHITE IN COLOR AND APPROXIMATELY 150 FEET
 NF1485'HIGH.
 NF1485'
 NF1485'LOCATED 1.4 MILES WEST-NORTHWEST OF THE CENTER OF LANSING, 0.5 MILE
 NF1485'SOUTH OF SAGINAW HIGHWAY, AND IN THE APPROXIMATE CENTER OF THE PLANT
 NF1485'COMPLEX.
 NF1485
 NF1485                          STATION RECOVERY (2002)
 NF1485
 NF1485'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1485'TOWER HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1487 ***********************************************************************
 NF1487  DESIGNATION -  LANSING GM OLDSMOBILE TANK
 NF1487  PID         -  NF1487
 NF1487  STATE/COUNTY-  MI/INGHAM
 NF1487  USGS QUAD   -  LANSING SOUTH (1973)
 NF1487
 NF1487                         *CURRENT SURVEY CONTROL
 NF1487  ___________________________________________________________________
 NF1487* NAD 83(1994)-  42 44 46.37127(N)    084 34 55.75432(W)     ADJUSTED  
 NF1487* NAVD 88     -                                                        
 NF1487  ___________________________________________________________________
 NF1487  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 NF1487  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF1487
 NF1487  HORZ ORDER  -  THIRD
 NF1487
 NF1487.The horizontal coordinates were established by classical geodetic methods
 NF1487.and adjusted by the National Geodetic Survey in February 1997..
 NF1487
 NF1487
 NF1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1487
 NF1487.The geoid height was determined by GEOID03.
 NF1487
 NF1487;                    North         East     Units Scale Factor Converg.
 NF1487;SPC MI S     -   138,448.609 3,982,358.424   MT  0.99990980   -0 08 47.9
 NF1487;SPC MI S     -   454,227.72 13,065,480.39   iFT  0.99990980   -0 08 47.9
 NF1487;UTM  16      - 4,735,467.879   697,888.501   MT  1.00008180   +1 38 29.9
 NF1487
 NF1487                          SUPERSEDED SURVEY CONTROL
 NF1487
 NF1487  NAD 83(1986)-  42 44 46.36974(N)    084 34 55.77278(W) AD(       ) 4
 NF1487  NAD 27      -  42 44 46.24248(N)    084 34 55.84225(W) AD(       ) 3
 NF1487
 NF1487.Superseded values are not recommended for survey control.
 NF1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1487.See file dsdata.txt to determine how the superseded data were derived.
 NF1487
 NF1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9788935468(NAD 83)
 NF1487_MARKER: 53 = ELEVATED TANK
 NF1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1487+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 NF1487
 NF1487  HISTORY     - Date     Condition        Report By
 NF1487  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1487  HISTORY     - 20030703 GOOD             GEOCAC
 NF1487
 NF1487                          STATION DESCRIPTION
 NF1487
 NF1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1487'THE STATION IS THE APEX OF VENT OF THE LANSING GENERAL MOTORS
 NF1487'OLDSMOBILE WATER TANK.  THE TANK HAS A CYLINDERICAL BODY WITH A DOME
 NF1487'SHAPED TOP AND A HEMISPHERICAL BOTTOM, SUPPORTED BY SIX TUBULAR
 NF1487'LEGS.  IT IS WHITE IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NF1487'
 NF1487'LOCATED 1.6 MILES NORTHWEST OF THE CENTER OF LANSING, 0.4 MILE
 NF1487'NORTH OF SAGINAW HIGHWAY, 100 FEET WEST OF RAILROAD TRACKS, AND AT
 NF1487'THE NORTH EDGE OF THE PLANT COMPLEX.
 NF1487
 NF1487                          STATION RECOVERY (2003)
 NF1487
 NF1487'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1481 ***********************************************************************
 NF1481  DESIGNATION -  LANSING GM PARTS DIV TANK
 NF1481  PID         -  NF1481
 NF1481  STATE/COUNTY-  MI/EATON
 NF1481  USGS QUAD   -  LANSING SOUTH (1973)
 NF1481
 NF1481                         *CURRENT SURVEY CONTROL
 NF1481  ___________________________________________________________________
 NF1481* NAD 83(1994)-  42 42 47.09151(N)    084 36 45.89538(W)     ADJUSTED  
 NF1481* NAVD 88     -                                                        
 NF1481  ___________________________________________________________________
 NF1481  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 NF1481  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF1481
 NF1481  HORZ ORDER  -  THIRD
 NF1481
 NF1481.The horizontal coordinates were established by classical geodetic methods
 NF1481.and adjusted by the National Geodetic Survey in February 1997..
 NF1481
 NF1481
 NF1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1481
 NF1481.The geoid height was determined by GEOID03.
 NF1481
 NF1481;                    North         East     Units Scale Factor Converg.
 NF1481;SPC MI S     -   134,775.129 3,979,842.935   MT  0.99991136   -0 10 02.9
 NF1481;SPC MI S     -   442,175.62 13,057,227.48   iFT  0.99991136   -0 10 02.9
 NF1481;UTM  16      - 4,731,717.088   695,488.445   MT  1.00007018   +1 37 11.5
 NF1481
 NF1481                          SUPERSEDED SURVEY CONTROL
 NF1481
 NF1481  NAD 83(1986)-  42 42 47.09012(N)    084 36 45.91347(W) AD(       ) 4
 NF1481  NAD 27      -  42 42 46.96388(N)    084 36 45.97835(W) AD(       ) 3
 NF1481
 NF1481.Superseded values are not recommended for survey control.
 NF1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1481.See file dsdata.txt to determine how the superseded data were derived.
 NF1481
 NF1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9548831717(NAD 83)
 NF1481_MARKER: 53 = ELEVATED TANK
 NF1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1481+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 NF1481
 NF1481  HISTORY     - Date     Condition        Report By
 NF1481  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1481  HISTORY     - 19961105 GOOD             USPSQD
 NF1481  HISTORY     - 20020815 GOOD             GEOCAC
 NF1481
 NF1481                          STATION DESCRIPTION
 NF1481
 NF1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1481'THE STATION IS THE APEX OF VENT OF THE LANSING GENERAL MOTORS PARTS
 NF1481'DIVISION WATER TANK.  IT IS A SINGULAR COLUMN, SPHERIOD SHAPED TANK,
 NF1481'TAN IN COLOR AND APPROXIMATELY 150 FEET HIGH.
 NF1481'
 NF1481'LOCATED 3.2 MILES SOUTHWEST OF THE CENTER OF LANSING, 270 FEET NORTH
 NF1481'OF MOUNT HOPE ROAD, 130 FEET WEST OF THE SOUTHWEST CORNER OF PLANT
 NF1481'BUILDING.
 NF1481
 NF1481                          STATION RECOVERY (1996)
 NF1481
 NF1481'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1481'RECOVERED IN GOOD CONDITION.
 NF1481
 NF1481                          STATION RECOVERY (2002)
 NF1481
 NF1481'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1481'NOW PAINTED LIGHT BLUE WITH THE GMSPO LOGO ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1462 ***********************************************************************
 NF1462  DESIGNATION -  LANSING JOHN HENRY CO TANK
 NF1462  PID         -  NF1462
 NF1462  STATE/COUNTY-  MI/CLINTON
 NF1462  USGS QUAD   -  WACOUSTA (1973)
 NF1462
 NF1462                         *CURRENT SURVEY CONTROL
 NF1462  ___________________________________________________________________
 NF1462* NAD 83(1994)-  42 46 52.05856(N)    084 38 18.10767(W)     ADJUSTED  
 NF1462* NAVD 88     -                                                        
 NF1462  ___________________________________________________________________
 NF1462  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 NF1462  GEOID HEIGHT-         -33.55  (meters)                     GEOID03
 NF1462
 NF1462  HORZ ORDER  -  THIRD
 NF1462
 NF1462.The horizontal coordinates were established by classical geodetic methods
 NF1462.and adjusted by the National Geodetic Survey in February 1997..
 NF1462
 NF1462
 NF1462.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1462
 NF1462.The geoid height was determined by GEOID03.
 NF1462
 NF1462;                    North         East     Units Scale Factor Converg.
 NF1462;SPC MI S     -   142,339.986 3,977,769.198   MT  0.99990852   -0 11 05.6
 NF1462;SPC MI S     -   466,994.70 13,050,423.88   iFT  0.99990852   -0 11 05.6
 NF1462;UTM  16      - 4,739,214.704   693,179.277   MT  1.00005913   +1 36 16.3
 NF1462
 NF1462                          SUPERSEDED SURVEY CONTROL
 NF1462
 NF1462  NAD 83(1986)-  42 46 52.05672(N)    084 38 18.12570(W) AD(       ) 4
 NF1462  NAD 27      -  42 46 51.93139(N)    084 38 18.18666(W) AD(       ) 3
 NF1462
 NF1462.Superseded values are not recommended for survey control.
 NF1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1462.See file dsdata.txt to determine how the superseded data were derived.
 NF1462
 NF1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9317939215(NAD 83)
 NF1462_MARKER: 53 = ELEVATED TANK
 NF1462
 NF1462  HISTORY     - Date     Condition        Report By
 NF1462  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1462  HISTORY     - 1980     GOOD             NGS
 NF1462  HISTORY     - 19950504 GOOD             USPSQD
 NF1462
 NF1462                          STATION DESCRIPTION
 NF1462
 NF1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1462'THE STATION IS THE APEX OF VENT ATOP AND CENTER OF THE LANSING JOHN
 NF1462'HENRY COMPANY WATER TANK.  IT IS A SINGULAR COLUMN, SPHEROID SHAPED
 NF1462'TANK, GREEN IN COLOR AND APPROXIMATELY 120 FEET HIGH.
 NF1462'
 NF1462'LOCATED 5.7 MILES EAST-NORTHEAST OF THE CENTER OF GRAND LEDGE, 0.15
 NF1462'MILE NORTH-NORTHEAST OF GRAND RIVER AVENUE, 20 FEET NORTH OF THE
 NF1462'NORTH EDGE OF PAVED PARKING LOT, AND AT THE PLANT COMPLEX.
 NF1462
 NF1462                          STATION RECOVERY (1980)
 NF1462
 NF1462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1462'RECOVERED IN GOOD CONDITION.  IT APPEARS THAT THE POINT INTERSECTED
 NF1462'WAS THE OBSTRUCTION LIGHT ATOP THE TANK (WHICH IS SLIGHTLY
 NF1462'ECCENTRIC) RATHER THAN THE VENT IN THE CENTER.
 NF1462'
 NF1462'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.7 MI. ENE OF
 NF1462'GRAND LEDGE.
 NF1462
 NF1462                          STATION RECOVERY (1995)
 NF1462
 NF1462'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1462'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1432 ***********************************************************************
 NF1432  DESIGNATION -  LANSING MOTOR WHEEL TANK
 NF1432  PID         -  NF1432
 NF1432  STATE/COUNTY-  MI/INGHAM
 NF1432  USGS QUAD   -  LANSING NORTH (1980)
 NF1432
 NF1432                         *CURRENT SURVEY CONTROL
 NF1432  ___________________________________________________________________
 NF1432* NAD 83(1994)-  42 45 04.54623(N)    084 32 30.60523(W)     ADJUSTED  
 NF1432* NAVD 88     -                                                        
 NF1432  ___________________________________________________________________
 NF1432  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 NF1432  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1432
 NF1432  HORZ ORDER  -  THIRD
 NF1432
 NF1432.The horizontal coordinates were established by classical geodetic methods
 NF1432.and adjusted by the National Geodetic Survey in February 1997..
 NF1432
 NF1432
 NF1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1432
 NF1432.The geoid height was determined by GEOID03.
 NF1432
 NF1432;                    North         East     Units Scale Factor Converg.
 NF1432;SPC MI S     -   139,001.738 3,985,660.449   MT  0.99990959   -0 07 09.1
 NF1432;SPC MI S     -   456,042.45 13,076,313.81   iFT  0.99990959   -0 07 09.1
 NF1432;UTM  16      - 4,736,123.904   701,172.247   MT  1.00009792   +1 40 09.1
 NF1432
 NF1432                          SUPERSEDED SURVEY CONTROL
 NF1432
 NF1432  NAD 83(1986)-  42 45 04.54468(N)    084 32 30.62439(W) AD(       ) 4
 NF1432  NAD 27      -  42 45 04.41818(N)    084 32 30.70098(W) AD(       ) 3
 NF1432
 NF1432.Superseded values are not recommended for survey control.
 NF1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1432.See file dsdata.txt to determine how the superseded data were derived.
 NF1432
 NF1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0117236124(NAD 83)
 NF1432_MARKER: 53 = ELEVATED TANK
 NF1432
 NF1432  HISTORY     - Date     Condition        Report By
 NF1432  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1432  HISTORY     - 20020817 MARK NOT FOUND   GEOCAC
 NF1432
 NF1432                          STATION DESCRIPTION
 NF1432
 NF1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1432'THE STATION IS THE BALL ATOP AND CENTER OF THE LANSING MOTOR WHEEL
 NF1432'CORPORATION WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A
 NF1432'CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TRUSSWORK
 NF1432'LEGS.  IT IS LIGHT GREEN IN COLOR AND APPROXIMATELY 115 FEET HIGH.
 NF1432'
 NF1432'LOCATED 1.3 MILES NORTH-NORTHEAST OF THE CENTER OF LANSING, 120 FEET
 NF1432'WEST OF THE CENTER LINE OF CASE STREET, AND ON THE EAST SIDE OF
 NF1432'MOTOR WHEEL PLANT COMPLEX.
 NF1432
 NF1432                          STATION RECOVERY (2002)
 NF1432
 NF1432'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1432'TOWER HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1471 ***********************************************************************
 NF1471  DESIGNATION -  LANSING MUNICIPAL STANDPIPE
 NF1471  PID         -  NF1471
 NF1471  STATE/COUNTY-  MI/INGHAM
 NF1471  USGS QUAD   -  LANSING SOUTH (1973)
 NF1471
 NF1471                         *CURRENT SURVEY CONTROL
 NF1471  ___________________________________________________________________
 NF1471* NAD 83(1994)-  42 43 57.83565(N)    084 32 45.92853(W)     ADJUSTED  
 NF1471* NAVD 88     -                                                        
 NF1471  ___________________________________________________________________
 NF1471  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 NF1471  GEOID HEIGHT-         -33.57  (meters)                     GEOID03
 NF1471
 NF1471  HORZ ORDER  -  THIRD
 NF1471
 NF1471.The horizontal coordinates were established by classical geodetic methods
 NF1471.and adjusted by the National Geodetic Survey in February 1997..
 NF1471
 NF1471
 NF1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1471
 NF1471.The geoid height was determined by GEOID03.
 NF1471
 NF1471;                    North         East     Units Scale Factor Converg.
 NF1471;SPC MI S     -   136,944.126 3,985,307.621   MT  0.99991039   -0 07 19.6
 NF1471;SPC MI S     -   449,291.75 13,075,156.24   iFT  0.99991039   -0 07 19.6
 NF1471;UTM  16      - 4,734,055.898   700,883.742   MT  1.00009650   +1 39 56.6
 NF1471
 NF1471                          SUPERSEDED SURVEY CONTROL
 NF1471
 NF1471  NAD 83(1986)-  42 43 57.83433(N)    084 32 45.94755(W) AD(       ) 4
 NF1471  NAD 27      -  42 43 57.70867(N)    084 32 46.02380(W) AD(       ) 3
 NF1471
 NF1471.Superseded values are not recommended for survey control.
 NF1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1471.See file dsdata.txt to determine how the superseded data were derived.
 NF1471
 NF1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0088434056(NAD 83)
 NF1471
 NF1471  HISTORY     - Date     Condition        Report By
 NF1471  HISTORY     - UNK      MONUMENTED
 NF1471  HISTORY     - 1948     SEE DESCRIPTION  CGS
 NF1471  HISTORY     - 19950912 MARK NOT FOUND   USPSQD
 NF1471
 NF1471                          STATION DESCRIPTION
 NF1471
 NF1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (WIB)
 NF1471'FROM THE STATE CAPITOL BUILDING
 NF1471'IN LANSING, GO E
 NF1471'ON MICHIGAN AVENUE, CROSSING THE RIVER AND
 NF1471'RAILROAD TO CEDAR STREET, TURN
 NF1471'RIGHT (S), STANDPIPE IS THE TALL
 NF1471'BLACK CYLINDRICAL STRUCTURE IMMEDIATELY TO THE
 NF1471'LEFT.  A SPIRAL
 NF1471'STAIRCASE CIRCLES UP THE EXTERIOR OF THE STANDPIPE.
 NF1471
 NF1471                          STATION RECOVERY (1995)
 NF1471
 NF1471'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF1471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1431 ***********************************************************************
 NF1431  DESIGNATION -  LANSING N MUN TANK
 NF1431  PID         -  NF1431
 NF1431  STATE/COUNTY-  MI/INGHAM
 NF1431  USGS QUAD   -  LANSING NORTH (1980)
 NF1431
 NF1431                         *CURRENT SURVEY CONTROL
 NF1431  ___________________________________________________________________
 NF1431* NAD 83(1994)-  42 45 52.37054(N)    084 32 46.58749(W)     ADJUSTED  
 NF1431* NAVD 88     -                                                        
 NF1431  ___________________________________________________________________
 NF1431  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 NF1431  GEOID HEIGHT-         -33.49  (meters)                     GEOID03
 NF1431
 NF1431  HORZ ORDER  -  THIRD
 NF1431
 NF1431.The horizontal coordinates were established by classical geodetic methods
 NF1431.and adjusted by the National Geodetic Survey in February 1997..
 NF1431
 NF1431
 NF1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1431
 NF1431.The geoid height was determined by GEOID03.
 NF1431
 NF1431;                    North         East     Units Scale Factor Converg.
 NF1431;SPC MI S     -   140,478.118 3,985,300.171   MT  0.99990908   -0 07 20.0
 NF1431;SPC MI S     -   460,886.21 13,075,131.79   iFT  0.99990908   -0 07 20.0
 NF1431;UTM  16      - 4,737,588.595   700,765.987   MT  1.00009591   +1 39 59.8
 NF1431
 NF1431                          SUPERSEDED SURVEY CONTROL
 NF1431
 NF1431  NAD 83(1986)-  42 45 52.36890(N)    084 32 46.60647(W) AD(       ) 4
 NF1431  NAD 27      -  42 45 52.24307(N)    084 32 46.68088(W) AD(       ) 3
 NF1431
 NF1431.Superseded values are not recommended for survey control.
 NF1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1431.See file dsdata.txt to determine how the superseded data were derived.
 NF1431
 NF1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0076637589(NAD 83)
 NF1431_MARKER: 53 = ELEVATED TANK
 NF1431
 NF1431  HISTORY     - Date     Condition        Report By
 NF1431  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1431  HISTORY     - 20020817 MARK NOT FOUND   GEOCAC
 NF1431
 NF1431                          STATION DESCRIPTION
 NF1431
 NF1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1431'THE STATION IS THE APEX OF VENT ATOP THE LANSING NORTH MUNICIPAL
 NF1431'WATER TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME SHAPED TOP
 NF1431'AND HEMISPHERICAL BOTTOM, SUPPORTED BY 4 TUBULAR LEGS.  IT IS
 NF1431'SILVER IN COLOR AND APPROXIMATELY 140 FEET HIGH.
 NF1431'
 NF1431'LOCATED 2.2 MILES NORTH OF THE CENTER OF LANSING, 50 FEET EAST OF
 NF1431'THE CENTER LINE OF CEDAR STREET, AND 50 FEET SOUTH OF THE CENTER
 NF1431'LINE OF PAULSON STREET.
 NF1431
 NF1431                          STATION RECOVERY (2002)
 NF1431
 NF1431'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1431'TOWER HAS BEEN TORN DOWN. NOW AN EMPTY LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1492 ***********************************************************************
 NF1492  DESIGNATION -  LANSING RAD STA WILS MAST
 NF1492  PID         -  NF1492
 NF1492  STATE/COUNTY-  MI/INGHAM
 NF1492  USGS QUAD   -  LANSING SOUTH (1973)
 NF1492
 NF1492                         *CURRENT SURVEY CONTROL
 NF1492  ___________________________________________________________________
 NF1492* NAD 83(1994)-  42 41 26.99447(N)    084 33 30.87960(W)     ADJUSTED  
 NF1492* NAVD 88     -                                                        
 NF1492  ___________________________________________________________________
 NF1492  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 NF1492  GEOID HEIGHT-         -33.69  (meters)                     GEOID03
 NF1492
 NF1492  HORZ ORDER  -  THIRD
 NF1492
 NF1492.The horizontal coordinates were established by classical geodetic methods
 NF1492.and adjusted by the National Geodetic Survey in February 1997..
 NF1492
 NF1492
 NF1492.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1492
 NF1492.The geoid height was determined by GEOID03.
 NF1492
 NF1492;                    North         East     Units Scale Factor Converg.
 NF1492;SPC MI S     -   132,292.219 3,984,274.550   MT  0.99991259   -0 07 50.2
 NF1492;SPC MI S     -   434,029.59 13,071,766.90   iFT  0.99991259   -0 07 50.2
 NF1492;UTM  16      - 4,729,373.178   699,996.091   MT  1.00009212   +1 39 21.4
 NF1492
 NF1492                          SUPERSEDED SURVEY CONTROL
 NF1492
 NF1492  NAD 83(1986)-  42 41 26.99324(N)    084 33 30.89825(W) AD(       ) 4
 NF1492  NAD 27      -  42 41 26.86594(N)    084 33 30.97317(W) AD(       ) 3
 NF1492
 NF1492.Superseded values are not recommended for survey control.
 NF1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1492.See file dsdata.txt to determine how the superseded data were derived.
 NF1492
 NF1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9999629373(NAD 83)
 NF1492_MARKER: 42 = RADIO/TV MAST
 NF1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1492+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2002
 NF1492
 NF1492  HISTORY     - Date     Condition        Report By
 NF1492  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1492  HISTORY     - 20020913 GOOD             GEOCAC
 NF1492
 NF1492                          STATION DESCRIPTION
 NF1492
 NF1492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1492'THE STATION IS THE LIGHT ATOP AND CENTER OF THE SOUTHEAST ONE OF
 NF1492'FOUR LANSING RADIO STATION WILS MAST.  IT IS A GUYED, TRUSS-WORK
 NF1492'MAST, PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY 150 FEET
 NF1492'HIGH.
 NF1492'
 NF1492'LOCATED 2.95 MILES SOUTH OF THE CENTER OF LANSING, 200 FEET NORTH
 NF1492'OF THE CENTER LINE OF CAVANAUGH ROAD.
 NF1492
 NF1492                          STATION RECOVERY (2002)
 NF1492
 NF1492'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1502 ***********************************************************************
 NF1502  DESIGNATION -  LANSING RAD STA WITL MAST
 NF1502  PID         -  NF1502
 NF1502  STATE/COUNTY-  MI/INGHAM
 NF1502  USGS QUAD   -  LANSING SOUTH (1973)
 NF1502
 NF1502                         *CURRENT SURVEY CONTROL
 NF1502  ___________________________________________________________________
 NF1502* NAD 83(1994)-  42 40 31.83195(N)    084 30 05.62516(W)     ADJUSTED  
 NF1502* NAVD 88     -                                                        
 NF1502  ___________________________________________________________________
 NF1502  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 NF1502  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 NF1502
 NF1502  HORZ ORDER  -  THIRD
 NF1502
 NF1502.The horizontal coordinates were established by classical geodetic methods
 NF1502.and adjusted by the National Geodetic Survey in February 1997..
 NF1502
 NF1502
 NF1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1502
 NF1502.The geoid height was determined by GEOID03.
 NF1502
 NF1502;                    North         East     Units Scale Factor Converg.
 NF1502;SPC MI S     -   130,581.131 3,988,943.716   MT  0.99991353   -0 05 30.5
 NF1502;SPC MI S     -   428,415.78 13,087,085.68   iFT  0.99991353   -0 05 30.5
 NF1502;UTM  16      - 4,727,808.164   704,717.224   MT  1.00011563   +1 41 38.9
 NF1502
 NF1502                          SUPERSEDED SURVEY CONTROL
 NF1502
 NF1502  NAD 83(1986)-  42 40 31.83094(N)    084 30 05.64394(W) AD(       ) 4
 NF1502  NAD 27      -  42 40 31.70481(N)    084 30 05.72484(W) AD(       ) 3
 NF1502
 NF1502.Superseded values are not recommended for survey control.
 NF1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1502.See file dsdata.txt to determine how the superseded data were derived.
 NF1502
 NF1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0471727808(NAD 83)
 NF1502_MARKER: 42 = RADIO/TV MAST
 NF1502
 NF1502  HISTORY     - Date     Condition        Report By
 NF1502  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1502  HISTORY     - 20030419 MARK NOT FOUND   USPSQD
 NF1502  HISTORY     - 20030706 MARK NOT FOUND   GEOCAC
 NF1502
 NF1502                          STATION DESCRIPTION
 NF1502
 NF1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1502'THE STATION IS THE LIGHT ATOP AND CENTER OF THE CENTER ONE OF THREE
 NF1502'MASTS OWNED BY LANSING RADIO STATION WITL.  IT IS A GUYED,
 NF1502'TRUSS-WORK MAST, PAINTED ALTERNATELY RED AND WHITE AND IS
 NF1502'APPROXIMATELY 253 FEET HIGH.
 NF1502'
 NF1502'LOCATED 4.6 MILES SOUTHEAST OF THE CENTER OF LANSING, 2.5 MILES
 NF1502'NORTH-NORTHEAST OF THE CENTER OF HOLT, AND 250 FEET EAST OF THE
 NF1502'CENTER LINE OF PINE TREE ROAD.
 NF1502
 NF1502                          STATION RECOVERY (2003)
 NF1502
 NF1502'RECOVERY NOTE BY US POWER SQUADRON 2003
 NF1502'THE TOWERS HAVE BEEN REMOVED
 NF1502
 NF1502                          STATION RECOVERY (2003)
 NF1502
 NF1502'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1502'ONLY ONE ANTENNA LEFT OUT OF THREE ORIGINALLY. REMAINING ONE LOCATED
 NF1502'AT N42  40.552' W84  29.985' (WGS84).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1494 ***********************************************************************
 NF1494  DESIGNATION -  LANSING RAD STA WJIM MAST
 NF1494  PID         -  NF1494
 NF1494  STATE/COUNTY-  MI/INGHAM
 NF1494  USGS QUAD   -  LANSING SOUTH (1973)
 NF1494
 NF1494                         *CURRENT SURVEY CONTROL
 NF1494  ___________________________________________________________________
 NF1494* NAD 83(1994)-  42 44 22.66506(N)    084 30 42.89414(W)     ADJUSTED  
 NF1494* NAVD 88     -                                                        
 NF1494  ___________________________________________________________________
 NF1494  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NF1494  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 NF1494
 NF1494  HORZ ORDER  -  THIRD
 NF1494
 NF1494.The horizontal coordinates were established by classical geodetic methods
 NF1494.and adjusted by the National Geodetic Survey in February 1997..
 NF1494
 NF1494
 NF1494.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1494
 NF1494.The geoid height was determined by GEOID03.
 NF1494
 NF1494;                    North         East     Units Scale Factor Converg.
 NF1494;SPC MI S     -   137,704.838 3,988,107.496   MT  0.99991008   -0 05 55.8
 NF1494;SPC MI S     -   451,787.53 13,084,342.18   iFT  0.99991008   -0 05 55.8
 NF1494;UTM  16      - 4,734,903.759   703,659.056   MT  1.00011031   +1 41 21.0
 NF1494
 NF1494                          SUPERSEDED SURVEY CONTROL
 NF1494
 NF1494  NAD 83(1986)-  42 44 22.66393(N)    084 30 42.91315(W) AD(       ) 4
 NF1494  NAD 27      -  42 44 22.53779(N)    084 30 42.99452(W) AD(       ) 3
 NF1494
 NF1494.Superseded values are not recommended for survey control.
 NF1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1494.See file dsdata.txt to determine how the superseded data were derived.
 NF1494
 NF1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0365934904(NAD 83)
 NF1494_MARKER: 42 = RADIO/TV MAST
 NF1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1494+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2002
 NF1494
 NF1494  HISTORY     - Date     Condition        Report By
 NF1494  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1494  HISTORY     - 1972     GOOD             NGS
 NF1494  HISTORY     - 1976     GOOD             NGS
 NF1494  HISTORY     - 20020813 GOOD             GEOCAC
 NF1494
 NF1494                          STATION DESCRIPTION
 NF1494
 NF1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1494'LANSING RADIO STATION WJIM AM-FM MAST IS LOCATED AT 2820 EAST
 NF1494'SAGINAW STREET IN
 NF1494'LANSING.  THIS MAST IS ALSO USED AS A STAND BY TELEVISION
 NF1494'MAST FOR WJIM CHANNEL 6.
 NF1494'
 NF1494'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED IN
 NF1494'ALTERNATE SECTIONS
 NF1494'OF RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF 503
 NF1494'FEET.
 NF1494'
 NF1494'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1494
 NF1494                          STATION RECOVERY (1972)
 NF1494
 NF1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 NF1494'THE STATION WAS RECOVERED IN GOOD CONDITION.
 NF1494'
 NF1494'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- IN LANSING
 NF1494
 NF1494                          STATION RECOVERY (1976)
 NF1494
 NF1494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1494'THE STATION IS THE LIGHT ATOP AND CENTERED OF THE LANSING RADIO
 NF1494'STATION WJIM MAST 1970.  IT IS A GUYED, TRUSS-WORK MAST, PAINTED
 NF1494'ALTERNATELY RED AND WHITE, AND IS APPROXIMATELY 417 FEET HIGH.
 NF1494'
 NF1494'LOCATED 2.1 MILES EAST-NORTHEAST OF THE CENTER OF LANSING, 0.05 MILE
 NF1494'WEST OF U.S. HIGHWAY 127, 0.1 MILE SOUTH OF SAGINAW STREET, AND AT
 NF1494'THE RADIO STUDIO.
 NF1494
 NF1494                          STATION RECOVERY (2002)
 NF1494
 NF1494'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1500 ***********************************************************************
 NF1500  DESIGNATION -  LANSING SEARS ROEBUCK TANK
 NF1500  PID         -  NF1500
 NF1500  STATE/COUNTY-  MI/INGHAM
 NF1500  USGS QUAD   -  LANSING SOUTH (1973)
 NF1500
 NF1500                         *CURRENT SURVEY CONTROL
 NF1500  ___________________________________________________________________
 NF1500* NAD 83(1994)-  42 44 07.16402(N)    084 30 18.11522(W)     ADJUSTED  
 NF1500* NAVD 88     -                                                        
 NF1500  ___________________________________________________________________
 NF1500  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 NF1500  GEOID HEIGHT-         -33.52  (meters)                     GEOID03
 NF1500
 NF1500  HORZ ORDER  -  THIRD
 NF1500
 NF1500.The horizontal coordinates were established by classical geodetic methods
 NF1500.and adjusted by the National Geodetic Survey in February 1997..
 NF1500
 NF1500
 NF1500.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1500
 NF1500.The geoid height was determined by GEOID03.
 NF1500
 NF1500;                    North         East     Units Scale Factor Converg.
 NF1500;SPC MI S     -   137,225.607 3,988,670.272   MT  0.99991028   -0 05 39.0
 NF1500;SPC MI S     -   450,215.25 13,086,188.56   iFT  0.99991028   -0 05 39.0
 NF1500;UTM  16      - 4,734,442.227   704,236.626   MT  1.00011321   +1 41 37.3
 NF1500
 NF1500                          SUPERSEDED SURVEY CONTROL
 NF1500
 NF1500  NAD 83(1986)-  42 44 07.16285(N)    084 30 18.13431(W) AD(       ) 4
 NF1500  NAD 27      -  42 44 07.03701(N)    084 30 18.21969(W) AD(       ) 3
 NF1500
 NF1500.Superseded values are not recommended for survey control.
 NF1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1500.See file dsdata.txt to determine how the superseded data were derived.
 NF1500
 NF1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0423734442(NAD 83)
 NF1500_MARKER: 53 = ELEVATED TANK
 NF1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1500+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 NF1500
 NF1500  HISTORY     - Date     Condition        Report By
 NF1500  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1500  HISTORY     - 20020812 GOOD             GEOCAC
 NF1500  HISTORY     - 20030826 GOOD             USPSQD
 NF1500
 NF1500                          STATION DESCRIPTION
 NF1500
 NF1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1500'THE STATION IS THE APEX OF VENT ATOP THE LANSING SEARS ABD ROEBUCK
 NF1500'COMPANY WATER TANK.  IT IS A SINGULAR COLUMN, SPHEROID SHAPED TANK,
 NF1500'PASTEL BLUE IN COLOR AND APPROXIMATELY 110 FEET HIGH.
 NF1500'
 NF1500'LOCATED 2.5 MILES EAST OF THE CENTER OF LANSING, 0.3 MILE EAST OF
 NF1500'U.S. HIGHWAY 127, AND AT THE FRANDOR SHOPPING CENTER.
 NF1500
 NF1500                          STATION RECOVERY (2002)
 NF1500
 NF1500'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1500'RECOVERED IN GOOD CONDITION.
 NF1500
 NF1500                          STATION RECOVERY (2003)
 NF1500
 NF1500'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF1500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1532 ***********************************************************************
 NF1532  DESIGNATION -  LANSING ST SECOND COMPLEX TANK
 NF1532  PID         -  NF1532
 NF1532  STATE/COUNTY-  MI/EATON
 NF1532  USGS QUAD   -  DIMONDALE (1973)
 NF1532
 NF1532                         *CURRENT SURVEY CONTROL
 NF1532  ___________________________________________________________________
 NF1532* NAD 83(1994)-  42 40 26.66850(N)    084 40 29.46848(W)     ADJUSTED  
 NF1532* NAVD 88     -                                                        
 NF1532  ___________________________________________________________________
 NF1532  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 NF1532  GEOID HEIGHT-         -33.83  (meters)                     GEOID03
 NF1532
 NF1532  HORZ ORDER  -  THIRD
 NF1532
 NF1532.The horizontal coordinates were established by classical geodetic methods
 NF1532.and adjusted by the National Geodetic Survey in February 1997..
 NF1532
 NF1532
 NF1532.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1532
 NF1532.The geoid height was determined by GEOID03.
 NF1532
 NF1532;                    North         East     Units Scale Factor Converg.
 NF1532;SPC MI S     -   130,459.188 3,974,740.065   MT  0.99991362   -0 12 35.0
 NF1532;SPC MI S     -   428,015.71 13,040,485.78   iFT  0.99991362   -0 12 35.0
 NF1532;UTM  16      - 4,727,243.485   690,521.902   MT  1.00004660   +1 34 35.5
 NF1532
 NF1532                          SUPERSEDED SURVEY CONTROL
 NF1532
 NF1532  NAD 83(1986)-  42 40 26.66702(N)    084 40 29.48661(W) AD(       ) 4
 NF1532  NAD 27      -  42 40 26.53877(N)    084 40 29.54768(W) AD(       ) 3
 NF1532
 NF1532.Superseded values are not recommended for survey control.
 NF1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1532.See file dsdata.txt to determine how the superseded data were derived.
 NF1532
 NF1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN9052227243(NAD 83)
 NF1532_MARKER: 53 = ELEVATED TANK
 NF1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1532+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002
 NF1532
 NF1532  HISTORY     - Date     Condition        Report By
 NF1532  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1532  HISTORY     - 19961105 GOOD             USPSQD
 NF1532  HISTORY     - 20020911 GOOD             GEOCAC
 NF1532
 NF1532                          STATION DESCRIPTION
 NF1532
 NF1532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1532'THE STATION IS THE APEX OF VENT ATOP THE LANSING MICHIGAN STATE
 NF1532'SECONDARY COMPLEX WATER TANK.  IT IS A SINGULAR COLUMN, SPHEROID
 NF1532'SHAPED TANK, WHITE IN COLOR AND APPROXIMATELY 125 FEET HIGH.
 NF1532'
 NF1532'LOCATED 7.6 MILES SOUTHWEST OF THE CENTER OF LANSING, 150 FEET SOUTH
 NF1532'OF THE SECONDARY COMPLEX POWER PLANT, AND 110 FEET NORTHWEST OF THE
 NF1532'GRAND TRUNCK RAILROAD TRACK.
 NF1532
 NF1532                          STATION RECOVERY (1996)
 NF1532
 NF1532'RECOVERY NOTE BY US POWER SQUADRON 1996
 NF1532'RECOVERED IN GOOD CONDITION.
 NF1532
 NF1532                          STATION RECOVERY (2002)
 NF1532
 NF1532'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1470 ***********************************************************************
 NF1470  DESIGNATION -  LANSING STATE CAPITOL DOME
 NF1470  PID         -  NF1470
 NF1470  STATE/COUNTY-  MI/INGHAM
 NF1470  USGS QUAD   -  LANSING SOUTH (1973)
 NF1470
 NF1470                         *CURRENT SURVEY CONTROL
 NF1470  ___________________________________________________________________
 NF1470* NAD 83(1994)-  42 44 00.95620(N)    084 33 19.59716(W)     ADJUSTED  
 NF1470* NAVD 88     -                                                        
 NF1470  ___________________________________________________________________
 NF1470  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 NF1470  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF1470
 NF1470  HORZ ORDER  -  THIRD
 NF1470
 NF1470.The horizontal coordinates were established by classical geodetic methods
 NF1470.and adjusted by the National Geodetic Survey in February 1997..
 NF1470
 NF1470
 NF1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1470
 NF1470.The geoid height was determined by GEOID03.
 NF1470
 NF1470;                    North         East     Units Scale Factor Converg.
 NF1470;SPC MI S     -   137,042.085 3,984,542.007   MT  0.99991035   -0 07 42.5
 NF1470;SPC MI S     -   449,613.14 13,072,644.38   iFT  0.99991035   -0 07 42.5
 NF1470;UTM  16      - 4,734,129.936   700,115.302   MT  1.00009270   +1 39 33.8
 NF1470
 NF1470                          SUPERSEDED SURVEY CONTROL
 NF1470
 NF1470  NAD 83(1986)-  42 44 00.95494(N)    084 33 19.61606(W) AD(       ) 4
 NF1470  NAD 27      -  42 44 00.82897(N)    084 33 19.69110(W) AD(       ) 3
 NF1470
 NF1470.Superseded values are not recommended for survey control.
 NF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1470.See file dsdata.txt to determine how the superseded data were derived.
 NF1470
 NF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0011534130(NAD 83)
 NF1470_MARKER: 87 = DOME
 NF1470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1470+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 NF1470
 NF1470  HISTORY     - Date     Condition        Report By
 NF1470  HISTORY     - UNK      FIRST OBSERVED
 NF1470  HISTORY     - 1955     GOOD             CGS
 NF1470  HISTORY     - 1970     GOOD             NGS
 NF1470  HISTORY     - 1972     GOOD             NGS
 NF1470  HISTORY     - 1976     GOOD             NGS
 NF1470  HISTORY     - 1980     GOOD             NGS
 NF1470  HISTORY     - 20020817 GOOD             GEOCAC
 NF1470
 NF1470                          STATION DESCRIPTION
 NF1470
 NF1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (LWQ)
 NF1470'THE
 NF1470'INTERSECTION
 NF1470'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NF1470'
 NF1470'THIS IS AN INTERSECTION STATION.
 NF1470
 NF1470                          STATION RECOVERY (1970)
 NF1470
 NF1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1470'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 NF1470'POINT INTERSECTED
 NF1470'WAS THE TOP CENTER OF THE DOME.
 NF1470
 NF1470                          STATION RECOVERY (1972)
 NF1470
 NF1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (ALS)
 NF1470'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 NF1470
 NF1470                          STATION RECOVERY (1976)
 NF1470
 NF1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1470'THE STATION IS THE TIP OF THE LANSING MICHIGAN STATE CAPITOL DOME
 NF1470'1932.  IT IS A WHITE DOME ATOP A TAN BUILDING.
 NF1470'
 NF1470'LOCATED IN THE CENTER OF LANSING.
 NF1470
 NF1470                          STATION RECOVERY (1980)
 NF1470
 NF1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DAH)
 NF1470'RECOVERED IN GOOD CONDITION AS DESCRIBED BY JCL IN 1976.
 NF1470'
 NF1470'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--CENTER OF LANSING.
 NF1470
 NF1470                          STATION RECOVERY (2002)
 NF1470
 NF1470'RECOVERY NOTE BY GEOCACHING 2002 (CAZ)
 NF1470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1321 ***********************************************************************
 NF1321  DESIGNATION -  LANSING TV STATION WJIM MAST
 NF1321  PID         -  NF1321
 NF1321  STATE/COUNTY-  MI/INGHAM
 NF1321  USGS QUAD   -  EAST LANSING (1970)
 NF1321
 NF1321                         *CURRENT SURVEY CONTROL
 NF1321  ___________________________________________________________________
 NF1321* NAD 83(1994)-  42 41 18.59160(N)    084 22 34.88033(W)     ADJUSTED  
 NF1321* NAVD 88     -                                                        
 NF1321  ___________________________________________________________________
 NF1321  LAPLACE CORR-           3.38  (seconds)                    DEFLEC99
 NF1321  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 NF1321
 NF1321  HORZ ORDER  -  THIRD
 NF1321
 NF1321.The horizontal coordinates were established by classical geodetic methods
 NF1321.and adjusted by the National Geodetic Survey in February 1997..
 NF1321
 NF1321
 NF1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1321
 NF1321.The geoid height was determined by GEOID03.
 NF1321
 NF1321;                    North         East     Units Scale Factor Converg.
 NF1321;SPC MI S     -   132,015.074 3,999,206.041   MT  0.99991273   -0 00 23.7
 NF1321;SPC MI S     -   433,120.32 13,120,754.73   iFT  0.99991273   -0 00 23.7
 NF1321;UTM  16      - 4,729,561.659   714,932.208   MT  1.00016838   +1 46 46.4
 NF1321
 NF1321                          SUPERSEDED SURVEY CONTROL
 NF1321
 NF1321  NAD 83(1986)-  42 41 18.59072(N)    084 22 34.90041(W) AD(       ) 4
 NF1321  NAD 27      -  42 41 18.46360(N)    084 22 34.99871(W) AD(       ) 3
 NF1321
 NF1321.Superseded values are not recommended for survey control.
 NF1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1321.See file dsdata.txt to determine how the superseded data were derived.
 NF1321
 NF1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1493229562(NAD 83)
 NF1321_MARKER: 42 = RADIO/TV MAST
 NF1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1321+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 NF1321
 NF1321  HISTORY     - Date     Condition        Report By
 NF1321  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1321  HISTORY     - 1976     GOOD             NGS
 NF1321  HISTORY     - 20030706 GOOD             GEOCAC
 NF1321
 NF1321                          STATION DESCRIPTION
 NF1321
 NF1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1321'LANSING TELEVISION STATION WJIM CHANNEL 6 MAST IS LOCATED ABOUT
 NF1321'9-1/4 MILES
 NF1321'EAST-SOUTHEAST OF LANSING, 3-1/4 MILES SOUTH EAST OF OKEMOS,
 NF1321'AND 1/4 MILE NORTHEAST OF THE
 NF1321'INTERSECTION OF JOLLY ROAD AND VANATTA ROAD.
 NF1321'
 NF1321'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 NF1321'ALTERNATELY RED
 NF1321'AND WHITE, AND HAS AN OVERALL HEIGHT OF 940 FEET.
 NF1321'
 NF1321'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1321
 NF1321                          STATION RECOVERY (1976)
 NF1321
 NF1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1321'THE STATION IS THE LIGHT ATOP AND CENTERED OF THE OKEMOS TV STATION
 NF1321'WJIM MAST.  IT IS A GUYED, TRUSS-WORK MAST, PAINTED IN ALTERNATE
 NF1321'SECTIONS OF RED AND WHITE, AND IS APPROXIMATELY 1023 FEET HIGH.
 NF1321'
 NF1321'LOCATED 3.5 MILES SOUTHEAST OF THE CENTER OF OKEMOS, 0.1 MILE EAST
 NF1321'OF VAN ATTA ROAD.
 NF1321
 NF1321                          STATION RECOVERY (2003)
 NF1321
 NF1321'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1321'CALL LETTERS HAVE CHANGED TO WLNS-TV 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0292 ***********************************************************************
 RJ0292  DESIGNATION -  LAP
 RJ0292  PID         -  RJ0292
 RJ0292  STATE/COUNTY-  MI/MACKINAC
 RJ0292  USGS QUAD   -  CHARLES (1976)
 RJ0292
 RJ0292                         *CURRENT SURVEY CONTROL
 RJ0292  ___________________________________________________________________
 RJ0292* NAD 83(1986)-  46 02 52.     (N)    084 38 20.     (W)     SCALED    
 RJ0292* NAVD 88     -       189.655  (meters)     622.23   (feet)  ADJUSTED  
 RJ0292  ___________________________________________________________________
 RJ0292  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 RJ0292  DYNAMIC HT  -         189.662 (meters)     622.25  (feet)  COMP
 RJ0292  MODELED GRAV-     980,647.9   (mgal)                       NAVD 88
 RJ0292
 RJ0292  VERT ORDER  -  FIRST     CLASS 0
 RJ0292
 RJ0292.The horizontal coordinates were scaled from a topographic map and have
 RJ0292.an estimated accuracy of +/- 6 seconds.
 RJ0292
 RJ0292.The orthometric height was determined by differential leveling
 RJ0292.and adjusted by the National Geodetic Survey in June 1991..
 RJ0292
 RJ0292.The geoid height was determined by GEOID03.
 RJ0292
 RJ0292.The dynamic height is computed by dividing the NAVD 88
 RJ0292.geopotential number by the normal gravity value computed on the
 RJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0292.degrees latitude (g = 980.6199 gals.).
 RJ0292
 RJ0292.The modeled gravity was interpolated from observed gravity values.
 RJ0292
 RJ0292;                    North         East    Units  Estimated Accuracy
 RJ0292;SPC MI N     -   143,260.    8,182,700.      MT  (+/- 180 meters Scaled)
 RJ0292
 RJ0292                          SUPERSEDED SURVEY CONTROL
 RJ0292
 RJ0292  NGVD 29 (??/??/92)  189.65   (m)          622.2    (f) COMPUTED    1 0
 RJ0292
 RJ0292.Superseded values are not recommended for survey control.
 RJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0292.See file dsdata.txt to determine how the superseded data were derived.
 RJ0292
 RJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS826020(NAD 83)
 RJ0292_MARKER: Q = CHISELED SQUARE
 RJ0292_SETTING: 80 = SET IN A BOULDER
 RJ0292_SP_SET: BOULDER
 RJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0292+STABILITY: SURFACE MOTION
 RJ0292
 RJ0292  HISTORY     - Date     Condition        Report By
 RJ0292  HISTORY     - UNK      MONUMENTED       RBNF
 RJ0292  HISTORY     - 1972     GOOD             USLS
 RJ0292  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0292
 RJ0292                          STATION DESCRIPTION
 RJ0292
 RJ0292'DESCRIBED BY US LAKE SURVEY 1972
 RJ0292'10.6 MI W FROM HESSEL.
 RJ0292'LAP IS IN MACKINAC COUNTY, MICHIGAN, 10.61 MILES WEST FROM
 RJ0292'THE INTERSECTION OF 3 MILE ROAD (CO. RD. 130), AND HIGHWAY
 RJ0292'M-134 AT HESSEL.  1.16 MILES EAST OF PINE RIVER, 185 FEET
 RJ0292'NORTHWEST OF A 5-FOOT DIAMETER BOULDER 3 FEET ABOVE THE GROUND,
 RJ0292'62 FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 38 FEET SOUTHEAST
 RJ0292'OF CORNER OF SHARP SIDED BOULDER, 24.3 FEET SOUTHEAST OF AN
 RJ0292'8-INCH POPLAR , 6 FEET FROM EDGE OF WOODS, FLUSH WITH GROUND
 RJ0292'SURFACE, BEING HIGHEST POINT IN A 2-INCH SQUARE CUT INTO FLAT
 RJ0292'3-FOOT DIAMETER GRANITE BOULDER.
 RJ0292
 RJ0292                          STATION RECOVERY (1983)
 RJ0292
 RJ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0292'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1081 ***********************************************************************
 OJ1081  DESIGNATION -  LAPEER
 OJ1081  PID         -  OJ1081
 OJ1081  STATE/COUNTY-  MI/LAPEER
 OJ1081  USGS QUAD   -  LAPEER (1980)
 OJ1081
 OJ1081                         *CURRENT SURVEY CONTROL
 OJ1081  ___________________________________________________________________
 OJ1081* NAD 83(1994)-  43 02 32.71986(N)    083 22 28.73947(W)     ADJUSTED  
 OJ1081* NAVD 88     -       278.     (meters)     912.     (feet)  SCALED    
 OJ1081  ___________________________________________________________________
 OJ1081  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OJ1081  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OJ1081
 OJ1081  HORZ ORDER  -  FIRST
 OJ1081
 OJ1081.The horizontal coordinates were established by classical geodetic methods
 OJ1081.and adjusted by the National Geodetic Survey in February 1997..
 OJ1081
 OJ1081.The orthometric height was scaled from a topographic map.
 OJ1081
 OJ1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1081
 OJ1081.The geoid height was determined by GEOID03.
 OJ1081
 OJ1081;                    North         East     Units Scale Factor Converg.
 OJ1081;SPC MI S     -   171,805.120 4,080,825.246   MT  0.99991064   +0 40 30.3
 OJ1081;SPC MI S     -   563,665.09 13,388,534.27   iFT  0.99991064   +0 40 30.3
 OJ1081;UTM  17      - 4,768,262.352   306,575.542   MT  1.00006027   -1 37 16.7
 OJ1081
 OJ1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1081!SPC MI S     -   0.99996182  x   0.99991064  =   0.99987246
 OJ1081!UTM  17      -   0.99996182  x   1.00006027  =   1.00002209
 OJ1081
 OJ1081|---------------------------------------------------------------------|
 OJ1081| PID    Reference Object                     Distance      Geod. Az  |
 OJ1081|                                                           dddmmss.s |
 OJ1081| CH0369 LAPEER RM 1                                        04723     |
 OJ1081| OJ0972 LAPEER DETROIT CO STACK             APPROX. 5.3 KM 0763121.1 |
 OJ1081| OJ0974 LAPEER STATE HOME WATER TANK        APPROX. 2.6 KM 0821315.9 |
 OJ1081| OJ0975 LAPEER STATE HOME STACK             APPROX. 2.5 KM 0834748.3 |
 OJ1081| CH0368 LAPEER AZ MK                                       2714706.5 |
 OJ1081| CH0370 LAPEER RM 2                          24.241 METERS 28101     |
 OJ1081|---------------------------------------------------------------------|
 OJ1081
 OJ1081                          SUPERSEDED SURVEY CONTROL
 OJ1081
 OJ1081  NAD 83(1986)-  43 02 32.71723(N)    083 22 28.77078(W) AD(       ) 1
 OJ1081  NAD 27      -  43 02 32.62001(N)    083 22 28.96192(W) AD(       ) 1
 OJ1081
 OJ1081.Superseded values are not recommended for survey control.
 OJ1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1081.See file dsdata.txt to determine how the superseded data were derived.
 OJ1081
 OJ1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0657668262(NAD 83)
 OJ1081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1081
 OJ1081  HISTORY     - Date     Condition        Report By
 OJ1081  HISTORY     - 1943     MONUMENTED       CGS
 OJ1081  HISTORY     - 1966     SEE DESCRIPTION  CGS
 OJ1081  HISTORY     - 19970704 MARK NOT FOUND   USPSQD
 OJ1081
 OJ1081                          STATION DESCRIPTION
 OJ1081
 OJ1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ1081'STATION IS LOCATED ABOUT 3.0 MILES W OF LAPEER, ON A ROAD BANK, 53
 OJ1081'FEET N OF STATE HIGHWAY 21, 2.0 FEET NW
 OJ1081'OF A REFERENCE POST AND 1.0 FOOT N OF THE S RIGHT-
 OJ1081'OF WAY FENCELINE.  STAMPED LAPEER
 OJ1081'1943.
 OJ1081'
 OJ1081'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ1081'DISKS SET IN
 OJ1081'CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 OJ1081'
 OJ1081'REFERENCE MARK 1 IS 124.94 FEET (SLOPE DISTANCE) NE OF THE STATION.
 OJ1081'IT IS 32 FEET N OF
 OJ1081'THE CENTER LINE OF STATE HIGHWAY 21.
 OJ1081'STAMPED LAPEER NO 1 1943.
 OJ1081'
 OJ1081'REFERENCE MARK 2 IS 79.53 FEET (HORIZONTAL DISTANCE) W OF THE
 OJ1081'STATION, ON THE N
 OJ1081'EDGE OF THE ROAD BANK, 34.0 FEET S OF THE CENTER
 OJ1081'LINE OF STATE HIGHWAY 21 AND 17.5
 OJ1081'FEET N OF THE S RIGHT-FO-WAY FENCE.
 OJ1081'STAMPED LAPEER NO 2 1943.
 OJ1081'
 OJ1081'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE W OF THE STATION,
 OJ1081'73.0 FEET N OF THE
 OJ1081'CENTER LINE OF STATE HIGHWAY 21, 1.6 FEET E OF A
 OJ1081'REFERENCE POST AND 1.3 FEET S OF THE
 OJ1081'E-W RIGHT-OF-WAY FENCELINE.
 OJ1081'STAMPED LAPEER 1943.
 OJ1081'
 OJ1081'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 AND
 OJ1081'24 IN LAPEER, GO W
 OJ1081'ON HIGHWAY 21 FOR 3.0 MILES TO THE MARK ON THE
 OJ1081'LEFT AS DESCRIBED.  TO REACH THE
 OJ1081'AZIMUTH MARK FROM THE STATION CONTINUE
 OJ1081'W ON HIGHWAY 21 FOR 0.5 MILE TO THE MARK ON THE
 OJ1081'RIGHT.
 OJ1081'
 OJ1081'HEIGHT OF LIGHT ABOVE STATION MARK-30 METERS.
 OJ1081
 OJ1081                          STATION RECOVERY (1966)
 OJ1081
 OJ1081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 OJ1081'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OJ1081'
 OJ1081'THE STATION WAS MOVED TO PERMIT GRADING OPERATIONS THAT WOULD HAVE
 OJ1081'DESTROYED THE STATION.
 OJ1081'THEREFORE, A NEW STATION LAPEER 2 1966 WAS ESTABLISHED ON A LINE
 OJ1081'BETWEEN THE ORIGINAL STATION
 OJ1081'AND THE AZIMUTH MARK, AND TWO NEW REFERENCE MARKS WERE ESTABLISHED.
 OJ1081'*
 OJ1081'AFTER ALL HORIZONTAL ANGLES WERE OBSERVED AND TRAVERSE
 OJ1081'MEASUREMENTS COMPLETED
 OJ1081'BETWEEN THE OLD AND NEW STATION, THE ORIGINAL SURFACE STATION MARK,
 OJ1081'REFERENCE MARK NO. 1 AND
 OJ1081'REFERENCE MARK NO. 2 WERE DESTROYED AND THE DISK REMOVED.
 OJ1081'
 OJ1081'SEE DESCRIPTION OF LAPEER 2 1966.
 OJ1081'
 OJ1081'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 3 MILES WEST
 OJ1081'OF LAPEER
 OJ1081
 OJ1081                          STATION RECOVERY (1997)
 OJ1081
 OJ1081'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0999 ***********************************************************************
 OJ0999  DESIGNATION -  LAPEER 2
 OJ0999  PID         -  OJ0999
 OJ0999  STATE/COUNTY-  MI/LAPEER
 OJ0999  USGS QUAD   -  ELBA (1980)
 OJ0999
 OJ0999                         *CURRENT SURVEY CONTROL
 OJ0999  ___________________________________________________________________
 OJ0999* NAD 83(1994)-  43 02 32.74403(N)    083 22 29.79662(W)     ADJUSTED  
 OJ0999* NAVD 88     -       277.01   (+/-2cm)     908.8    (feet)  VERTCON   
 OJ0999  ___________________________________________________________________
 OJ0999  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 OJ0999  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OJ0999
 OJ0999  HORZ ORDER  -  SECOND
 OJ0999  VERT ORDER  -  THIRD ? (See Below)
 OJ0999
 OJ0999.The horizontal coordinates were established by classical geodetic methods
 OJ0999.and adjusted by the National Geodetic Survey in February 1997..
 OJ0999
 OJ0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0999.The vertical order pertains to the NGVD 29 superseded value.
 OJ0999
 OJ0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0999
 OJ0999.The geoid height was determined by GEOID03.
 OJ0999
 OJ0999;                    North         East     Units Scale Factor Converg.
 OJ0999;SPC MI S     -   171,805.584 4,080,801.313   MT  0.99991064   +0 40 29.6
 OJ0999;SPC MI S     -   563,666.61 13,388,455.75   iFT  0.99991064   +0 40 29.6
 OJ0999;UTM  17      - 4,768,263.775   306,551.643   MT  1.00006039   -1 37 17.4
 OJ0999
 OJ0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0999!SPC MI S     -   0.99996195  x   0.99991064  =   0.99987259
 OJ0999!UTM  17      -   0.99996195  x   1.00006039  =   1.00002234
 OJ0999
 OJ0999:                Primary Azimuth Mark                     Grid Az
 OJ0999:SPC MI S     -  LAPEER N MUN TANK                        059 58 47.5
 OJ0999:UTM  17      -  LAPEER N MUN TANK                        062 16 34.5
 OJ0999
 OJ0999|---------------------------------------------------------------------|
 OJ0999| PID    Reference Object                     Distance      Geod. Az  |
 OJ0999|                                                           dddmmss.s |
 OJ0999| OJ0981 LAPEER N MUN TANK                   APPROX. 5.3 KM 0603917.1 |
 OJ0999| OJ0974 LAPEER STATE HOME WATER TANK        APPROX. 2.6 KM 0821832.8 |
 OJ0999| OJ0975 LAPEER STATE HOME STACK             APPROX. 2.5 KM 0835217.4 |
 OJ0999| OJ1081 LAPEER                               23.940 METERS 09147     |
 OJ0999| CH0372 LAPEER 2 RM 4                        24.972 METERS 18414     |
 OJ0999| CH0371 LAPEER 2 RM 3                        18.921 METERS 26819     |
 OJ0999| CH0368 LAPEER AZ MK                                       2714708.4 |
 OJ0999|---------------------------------------------------------------------|
 OJ0999
 OJ0999                          SUPERSEDED SURVEY CONTROL
 OJ0999
 OJ0999  NAD 83(1986)-  43 02 32.74139(N)    083 22 29.82754(W) AD(       ) 2
 OJ0999  NAD 27      -  43 02 32.64419(N)    083 22 30.01904(W) AD(       ) 2
 OJ0999  NGVD 29 (07/19/86)  277.15   (m)          909.3    (f) LEVELING    3  
 OJ0999
 OJ0999.Superseded values are not recommended for survey control.
 OJ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0999.See file dsdata.txt to determine how the superseded data were derived.
 OJ0999
 OJ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0655268264(NAD 83)
 OJ0999_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0999
 OJ0999  HISTORY     - Date     Condition        Report By
 OJ0999  HISTORY     - 1966     MONUMENTED       CGS
 OJ0999  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OJ0999  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0999  HISTORY     - 19970704 GOOD             USPSQD
 OJ0999
 OJ0999                          STATION DESCRIPTION
 OJ0999
 OJ0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (WAZ)
 OJ0999'*SURFACE MARK OF LAPEER 1943 DESTROYED AT COMPLETION OF OBSERVATIONS
 OJ0999'AND DISTANCE MEASUREMENTS.
 OJ0999'
 OJ0999'STATION IS LOCATED ABOUT 3 MILES WEST OF LAPEER ALONG THE SOUTH
 OJ0999'RIGHT-OF-WAY OF STATE ROUTE
 OJ0999'NO. 21 AND IN FRONT OF THE KENNETH LAVERE HOME.
 OJ0999'
 OJ0999'THE STATION IS 95 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A
 OJ0999'BRICK HOME, 47 FEET SOUTH OF
 OJ0999'THE APPROXIMATE CENTER OF STATE ROUTE NO. 21, 17 FEET EAST OF THE
 OJ0999'APPROXIMATE CENTER OF A DRIVEWAY,
 OJ0999'AND 4.401 FEET BELOW THE OLD STATION ELEVATION.  IT
 OJ0999'IS A STANDARD DISK SET IN THE TOP OF A 10-INCH,
 OJ0999'SQUARE, FLUSH, CONCRETE MONUMENT AND
 OJ0999'THE DISK IS STAMPED LAPEER 2 1966.
 OJ0999'
 OJ0999'REFERENCE MARK NO. 3 IS 48 FEET SOUTH OF THE APPROXIMATE CENTER OF
 OJ0999'STATE ROUTE NO. 21 AND 44
 OJ0999'FEET WEST OF THE APPROXIMATE CENTER OF A DRIVEWAY.  IT IS A STANDARD
 OJ0999'DISK SET IN THE TOP OF A
 OJ0999'10-INCH, SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES
 OJ0999'AND THE DISK IS STAMPED LAPEER 2 NO 3 1966.
 OJ0999'
 OJ0999'REFERENCE MARK NO. 4 IS 17.5 FEET EAST-NORTHEAST OF THE NORTHWEST
 OJ0999'CORNER OF A BRICK HOME AND
 OJ0999'12.5 NORTH OF THE BRICK PIER DIVIDING DOUBLE GARAGE DOORS.  IT IS A
 OJ0999'STANDARD DISK CEMENTED IN A DRILL
 OJ0999'HOLE IN THE NORTHWEST CORNER OF THE CONCRETE SLAB
 OJ0999'AT THE ENTRANCE INTO THE EAST BAY OF THE GARAGE, AND
 OJ0999'THE DISK IS STAMPED LAPEER 2 NO 4
 OJ0999'1966.
 OJ0999'
 OJ0999'THE HORIZONTAL MEASURED DISTANCE BETWEEN REFERENCE MARK NO. 3 AND
 OJ0999'REFERENCE MARK NO. 4 IS 97.58
 OJ0999'FEET.*
 OJ0999'
 OJ0999'THE AZIMUTH MARK IS ALONG THE NORTH RIGHT-OF-WAY OF STATE ROUTE NO.
 OJ0999'21 ABOUT 0.5 MILE WEST OF THE
 OJ0999'STATION.  IT IS 74 FEET WEST OF AN 18 INCH X 18 INCH CONCRETE PIER,
 OJ0999'73 FEET NORTH OF THE APPROXIMATE CENTER
 OJ0999'OF STATE ROUTE NO. 21, 71 FEET EAST OF TELEPHONE POLE
 OJ0999'NO. 2125, 1.2 FEET EAST OF A 4 INCH X 4 INCH
 OJ0999'WOODEN POST SET IN CONCRETE AND 0.9 FOOT SOUTH
 OJ0999'OF A METAL WITNESS POST AND SIGN.  A STANDARD DISK SET IN THE
 OJ0999'TOP OF A 10-INCH, SQUARE, CONCRETE
 OJ0999'MONUMENT THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED LAPEER 1943.
 OJ0999'
 OJ0999'TO REACH THE STATION FROM THE POST OFFICE IN LAPEER, GO WEST ON MAIN
 OJ0999'STREET FOR 0.2 MILE TO THE
 OJ0999'JUNCTION OF STATE ROUTE NO. 24.  HERE TURN LEFT, SOUTH, ON STATE
 OJ0999'ROUTE NO. 24 FOR 0.1 MILE TO THE
 OJ0999'JUNCTION STATE ROUTE NO. 21, TURN RIGHT, WEST, ON STATE
 OJ0999'ROUTE NO. 21 AND GO 2.95 MILES TO THE HOME OF
 OJ0999'KENNETH LAVERE ON THE LEFT AND THE STATION
 OJ0999'AS DESCRIBED.
 OJ0999'
 OJ0999'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE WESTERLY ON
 OJ0999'STATE ROUTE NO.  21 FOR 0.5
 OJ0999'MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 OJ0999
 OJ0999                          STATION RECOVERY (1967)
 OJ0999
 OJ0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OJ0999'ALL MARKS WERE FOUND AS DESCRIBED AND IN GOOD CONDITION.  THE BOX
 OJ0999'SCORE OF THE
 OJ0999'DESCRIPTION AND LIST OF DIRECTION HAD 3 AND 4 CROSSED AS
 OJ0999'TO THE DIRECTION.  THE
 OJ0999'CORRECTED DIRECTION IS LISTED ABOVE.  THE DISTANCE
 OJ0999'AND DIRECTION TO REFERENCE MARK 4 CHECKED
 OJ0999'ALONG WITH THE DIRECTION TO
 OJ0999'THE INTERSECTION STATIONS CUT IN FOR AZIMUTH POINTS.  THE
 OJ0999'DIRECTION TO
 OJ0999'REFERENCE MARK 3 WAS FOUND IN ERROR BUT THE DISTANCE CHECKED.
 OJ0999'REFERENCE MARK 3 IS
 OJ0999'NOW 5 INCHES BELOW THE SURFACE.
 OJ0999'
 OJ0999'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 OJ0999'
 OJ0999'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES WEST OF
 OJ0999'LAPEER
 OJ0999
 OJ0999                          STATION RECOVERY (1977)
 OJ0999
 OJ0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0999'THE STATION MARK, REFERENCE MARKS 3 AND 4, AND THE AZIMUTH MARK
 OJ0999'WERE RECOVERED IN GOOD CONDITION.  THE STATION COULD NOT BE
 OJ0999'OCCUPIED SO REFERENCE MARK 5 AND A NEW AZIMUTH MARK WERE
 OJ0999'ESTABLISHED.  AN ORNAMENTAL SPRUCE TREE HAS GROWN OVER THE
 OJ0999'STATION MARK, BLOCKING THE DIRECTION TO REFERENCE MARK 3.  A
 OJ0999'SHORTER DISTANCE OF 0.005 METER WAS NOTED TO REFERENCE MARK
 OJ0999'4.  THE NEW AZIMUTH MARK WILL NOT SEE THE STATION.  A TRAVERSE
 OJ0999'TIE WAS MADE TO REFERENCE MARK 5. A COMPLETE
 OJ0999'DESCRIPTION FOLLOWS.
 OJ0999'
 OJ0999'THE STATION IS LOCATED 2-1/2 MILES WEST OF LAPEER, ALONG STATE
 OJ0999'HIGHWAY 21, ON A LOW RISE, IN THE NORTH PART OF SECTION 11,
 OJ0999'T 7 N, R 9 E, IN THE FRONT YARD OF 3839 DAVISON ROAD, OWNED BY
 OJ0999'K. VAUGHN, WHO LIVES AT THE STATION SITE.
 OJ0999'
 OJ0999'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO SOUTHWEST
 OJ0999'ON FRANKLIN STREET FOR 0.15 MILE TO A CROSS STREET.  TURN LEFT,
 OJ0999'SOUTH, ON NORTH MAIN STREET (STATE HIGHWAY 24) FOR 0.05 MILE TO
 OJ0999'A CROSS STREET.  TURN RIGHT, WEST, ON STATE HIGHWAY 21 (GENESEE
 OJ0999'STREET) FOR 1.2 MILES TO A CROSSROAD.  CONTINUE WEST ON
 OJ0999'HIGHWAY 21 FOR 1.1 MILES TO A ROAD LEFT AT A CURVE (LAKE
 OJ0999'NEPESSING ROAD) CONTINUE WEST ON HIGHWAY 21 (DAVISON
 OJ0999'ROAD) FOR 0.6 MILE TO TOP OF RISE AND STATION ON LEFT.
 OJ0999'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON
 OJ0999'HIGHWAY 21 FOR 0.5 MILE TO THE MARK ON THE RIGHT AT A VACANT
 OJ0999'LOT.
 OJ0999'
 OJ0999'STATION MARKS, STAMPED---LAPEER 2 1966---, ARE STANDARD DISKS.
 OJ0999'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 OJ0999'MONUMENT PROJECTING 1 INCH ABOVE GROUND.  IT IS 93.2 FEET
 OJ0999'NORTH OF THE GARAGE DOOR TO THE HOUSE, 47 FEET SOUTH OF THE
 OJ0999'CENTER OF THE HIGHWAY, 3.9 FEET EAST OF THE EAST EDGE OF THE
 OJ0999'CONCRETE DRIVEWAY, AND 2 FEET NORTH OF, AND UNDER A 4-INCH
 OJ0999'SPRUCE TREE.  PREVIOUS DESCRIPTION STATES THAT THERE IS
 OJ0999'AN UNDERGROUND MARK.
 OJ0999'
 OJ0999'REFERENCE MARK 3, STAMPED---LAPEER 2 NO 3 1966---, IS A
 OJ0999'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 OJ0999'MONUMENT THAT IS 5 INCHES BELOW GROUND.  IT IS 102 FEET
 OJ0999'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 47.5
 OJ0999'FEET SOUTH OF THE HIGHWAY CENTER, 40.2 FEET WEST OF THE WEST
 OJ0999'EDGE OF THE DRIVEWAY, 30.5 FEET NORTHEAST OF A 10-INCH TREE,
 OJ0999'AND 8 FEET WEST-NORTHWEST OF AN 8-INCH SPRUCE TREE.
 OJ0999'
 OJ0999'REFERENCE MARK 4, STAMPED---LAPEER 2 NO 4 1966---, IS A
 OJ0999'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE DRIVEWAY.  IT
 OJ0999'IS 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE GARAGE,
 OJ0999'15 FEET NORTHWEST OF A DOOR TO THE HOUSE, AND 0.5 FOOT EAST
 OJ0999'OF THE CENTERLINE OF THE DRIVEWAY.
 OJ0999'
 OJ0999'AZIMUTH MARK, STAMPED---LAPEER 1943---, IS A STANDARD DISK
 OJ0999'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 OJ0999'PROJECTS 2 INCHES ABOVE GROUND.  IT IS 121 FEET EAST OF
 OJ0999'UTILITY POLE 2125, 74.5 FEET WEST OF A 1-1/2 BY 1-1/2 BY 3
 OJ0999'FOOT HIGH CONCRETE POST, 73 FEET NORTH OF THE HIGHWAY CENTER,
 OJ0999'2 FEET SOUTH OF A 2-FOOT HIGH EMBANKMENT, 1.5 FEET EAST OF A
 OJ0999'4-BY 4-INCH WOOD WITNESS POST, AND 1 FOOT SOUTH OF A METAL
 OJ0999'WITNESS POST.
 OJ0999'
 OJ0999'REFERENCE MARK 5, STAMPED---LAPEER 2 1966 NO 5 1977---, IS A
 OJ0999'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0999'MONUMENT FLUSH WITH THE GROUND.  IT IS ON THE HIGHWAY RIGHT-OF-
 OJ0999'WAY, AND THE ARROW POINTS 10 DEGREES TO THE RIGHT OF THE
 OJ0999'STATION.  IT IS 65 FEET SOUTH OF A UTILITY POLE IN A TREE LINE,
 OJ0999'46.5 FEET NORTH OF THE HIGHWAY CENTER, 5.3 FEET NORTH-
 OJ0999'NORTHWEST OF A METAL WITNESS POST, AND 2 FEET ABOVE THE ROAD.
 OJ0999'
 OJ0999'FOR INFORMATION ON THE NEW AZIMUTH MARK, SEE DESCRIPTION FOR
 OJ0999'TRAVERSE STATION LAPEER 2 RM 5.
 OJ0999'
 OJ0999'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0999'DESCRIBED BY G.R. HEID
 OJ0999
 OJ0999                          STATION RECOVERY (1997)
 OJ0999
 OJ0999'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0984 ***********************************************************************
 OJ0984  DESIGNATION -  LAPEER 2 RM 5
 OJ0984  PID         -  OJ0984
 OJ0984  STATE/COUNTY-  MI/LAPEER
 OJ0984  USGS QUAD   -  LAPEER (1980)
 OJ0984
 OJ0984                         *CURRENT SURVEY CONTROL
 OJ0984  ___________________________________________________________________
 OJ0984* NAD 83(1994)-  43 02 33.67563(N)    083 22 29.67845(W)     ADJUSTED  
 OJ0984* NAVD 88     -       277.06   (+/-2cm)     909.0    (feet)  VERTCON   
 OJ0984  ___________________________________________________________________
 OJ0984  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 OJ0984  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OJ0984
 OJ0984  HORZ ORDER  -  FIRST
 OJ0984  VERT ORDER  -  THIRD ? (See Below)
 OJ0984
 OJ0984.The horizontal coordinates were established by classical geodetic methods
 OJ0984.and adjusted by the National Geodetic Survey in February 1997..
 OJ0984
 OJ0984.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0984.The vertical order pertains to the NGVD 29 superseded value.
 OJ0984
 OJ0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0984
 OJ0984.The geoid height was determined by GEOID03.
 OJ0984
 OJ0984;                    North         East     Units Scale Factor Converg.
 OJ0984;SPC MI S     -   171,834.360 4,080,803.649   MT  0.99991065   +0 40 29.7
 OJ0984;SPC MI S     -   563,761.02 13,388,463.42   iFT  0.99991065   +0 40 29.7
 OJ0984;UTM  17      - 4,768,292.438   306,555.131   MT  1.00006037   -1 37 17.3
 OJ0984
 OJ0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0984!SPC MI S     -   0.99996194  x   0.99991065  =   0.99987260
 OJ0984!UTM  17      -   0.99996194  x   1.00006037  =   1.00002231
 OJ0984
 OJ0984:                Primary Azimuth Mark                     Grid Az
 OJ0984:SPC MI S     -  LAPEER 2 AZ MK                           090 04 36.8
 OJ0984:UTM  17      -  LAPEER 2 AZ MK                           092 22 23.8
 OJ0984
 OJ0984|---------------------------------------------------------------------|
 OJ0984| PID    Reference Object                     Distance      Geod. Az  |
 OJ0984|                                                           dddmmss.s |
 OJ0984| OJ0997 LAPEER 2 AZ MK                      APPROX. 0.7 KM 0904506.5 |
 OJ0984| OJ0999 LAPEER 2                             28.873 METERS 18519     |
 OJ0984| CH0371 LAPEER 2 RM 3                        36.403 METERS 21622     |
 OJ0984|---------------------------------------------------------------------|
 OJ0984
 OJ0984                          SUPERSEDED SURVEY CONTROL
 OJ0984
 OJ0984  NAD 83(1986)-  43 02 33.67298(N)    083 22 29.70937(W) AD(       ) 1
 OJ0984  NAD 27      -  43 02 33.57580(N)    083 22 29.90086(W) AD(       ) 1
 OJ0984  NGVD 29 (07/19/86)  277.20   (m)          909.4    (f) LEVELING    3  
 OJ0984
 OJ0984.Superseded values are not recommended for survey control.
 OJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0984.See file dsdata.txt to determine how the superseded data were derived.
 OJ0984
 OJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0655568292(NAD 83)
 OJ0984_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0984_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0984
 OJ0984  HISTORY     - Date     Condition        Report By
 OJ0984  HISTORY     - 1977     MONUMENTED       NGS
 OJ0984  HISTORY     - 19970704 GOOD             USPSQD
 OJ0984
 OJ0984                          STATION DESCRIPTION
 OJ0984
 OJ0984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0984'THIS STATION WAS ESTABLISHED BECAUSE LAPEER 2 COULD NOT BE
 OJ0984'OCCUPIED.  LAPEER AZIMUTH MARK WILL NOT SEE REFERENCE MARK 5,
 OJ0984'SO LAPEER 2 AZIMUTH MARK WAS ESTABLISHED, POINTED AT REFERENCE
 OJ0984'MARK 5.
 OJ0984'
 OJ0984'THE STATION IS LOCATED 2-1/2 MILES WEST OF LAPEER, ALONG STATE
 OJ0984'HIGHWAY 21, ON RIGHT-OF-WAY, ON A LOW RISE, ACROSS THE HIGHWAY
 OJ0984'FROM 3839 DAVISON ROAD, IN THE NORTH PART OF SECTION 11, T 7 N,
 OJ0984'R 9 E.
 OJ0984'
 OJ0984'TO REACH THE STATION FROM THE LAPEER POST OFFICE, GO SOUTHWEST
 OJ0984'ON FRANKLIN STREET FOR 0.15 MILE TO A CROSS STREET.  TURN
 OJ0984'LEFT, SOUTH, ON NORTH MAIN STREET (STATE HIGHWAY 24) FOR 0.05
 OJ0984'MILE TO A CROSS STREET.  TURN RIGHT, WEST, ON STATE HIGHWAY 21
 OJ0984'(GENESSE STREET) FOR 1.2 MILES TO A CROSSROAD (MILLVILLE ROAD)
 OJ0984'CONTINUE WEST ON HIGHWAY 21 FOR 1.1 MILES TO A ROAD LEFT AT A
 OJ0984'CURVE (LAKE NEPESSING ROAD).  CONTINUE ON HIGHWAY 21 FOR 0.2
 OJ0984'MILE TO LAPEER 2 AZIMUTH MARK ON THE LEFT.  CONTINUE ON
 OJ0984'HIGHWAY 21 FOR 0.4 MILE TO TOP OF GRADE AND STATION ON LEFT.
 OJ0984'
 OJ0984'REFERENCE MARK 5, STAMPED---LAPEER 2 1966 NO 5 1977---, ARE
 OJ0984'STANDARD DISKS.  THE SURFACE DISK IS SET IN THE TOP OF A 12-
 OJ0984'INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE ARROW
 OJ0984'ON THE DISK POINTS ABOUT 10 DEGREES TO THE RIGHT OF LAPEER 2.
 OJ0984'IT IS 65 FEET SOUTH OF A UTILITY POLE IN A TREE LINE, 46.5
 OJ0984'FEET NORTH OF THE HIGHWAY CENTER, 5.3 FEET NORTH-NORTHWEST OF
 OJ0984'A METAL WITNESS POST, 2 FEET ABOVE THE HIGHWAY, AT THE SOUTH
 OJ0984'END OF A TREE LINE SEPARATING TWO CULTIVATED FIELDS.
 OJ0984'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 OJ0984'MASS 42 INCHES BELOW GROUND.
 OJ0984'
 OJ0984'STATION MARK, STAMPED---LAPEER 2 1966---, A STANDARD DISK SET
 OJ0984'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 1
 OJ0984'INCH ABOVE GROUND.  IT IS 93.2 FEET NORTH OF THE GARAGE DOOR
 OJ0984'TO 3839 DAVISON ROAD, 47 FEET SOUTH OF THE HIGHWAY CENTER, 3.9
 OJ0984'FEET EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 2 FEET
 OJ0984'NORTH OF, AND UNDER A 4-INCH SPRUCE TREE.  PREVIOUS DATA
 OJ0984'STATES THAT THERE IS AN UNDERGROUND DISK.
 OJ0984'
 OJ0984'REFERENCE MARK 3, STAMPED---LAPEER 2 NO 3 1966---, IS A
 OJ0984'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 OJ0984'MONUMENT THAT IS 5 INCHES BELOW GROUND.  IT IS 102 FEET
 OJ0984'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 47.5
 OJ0984'FEET SOUTH OF THE HIGHWAY CENTER, 40.2 FEET WEST OF THE WEST
 OJ0984'EDGE OF THE DRIVEWAY, 30.5 FEET NORTHEAST OF A 10-INCH TREE,
 OJ0984'AND 8 FEET WEST-NORTHWEST OF A 8-INCH SPRUCE TREE.
 OJ0984'
 OJ0984'AZIMUTH MARK, STAMPED---LAPEER 2 1966 1977---, IS A STANDARD
 OJ0984'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT
 OJ0984'IS FLUSH WITH THE GROUND.  IT IS ON RIGHT-OF-WAY, 24 FEET
 OJ0984'SOUTH OF THE HIGHWAY CENTER, 20 FEET EAST OF THE EXTENDED
 OJ0984'MIDDLE OF TWO DRIVEWAYS ACROSS THE HIGHWAY, 3 FEET WEST OF
 OJ0984'A HIGHWAY SIGN WITH TWO 4-INCH I-BEAM POSTS AND 1.7 FEET
 OJ0984'NORTH OF A METAL WITNESS POST.
 OJ0984'
 OJ0984'FOR MORE INFORMATION, SEE DESCRIPTION FOR LAPEER 2
 OJ0984'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS
 OJ0984'HEIGHT OF LIGHT ABOVE STATION MARK WAS 26.2 METERS
 OJ0984'DESCRIBED BY G.R. HEID
 OJ0984
 OJ0984                          STATION RECOVERY (1997)
 OJ0984
 OJ0984'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0972 ***********************************************************************
 OJ0972  DESIGNATION -  LAPEER DETROIT CO STACK
 OJ0972  PID         -  OJ0972
 OJ0972  STATE/COUNTY-  MI/LAPEER
 OJ0972  USGS QUAD   -  LAPEER (1980)
 OJ0972
 OJ0972                         *CURRENT SURVEY CONTROL
 OJ0972  ___________________________________________________________________
 OJ0972* NAD 83(1994)-  43 03 12.58596(N)    083 18 41.55671(W)     ADJUSTED  
 OJ0972* NAVD 88     -                                                        
 OJ0972  ___________________________________________________________________
 OJ0972  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 OJ0972  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OJ0972
 OJ0972  HORZ ORDER  -  THIRD
 OJ0972
 OJ0972.The horizontal coordinates were established by classical geodetic methods
 OJ0972.and adjusted by the National Geodetic Survey in February 1997..
 OJ0972
 OJ0972
 OJ0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0972
 OJ0972.The geoid height was determined by GEOID03.
 OJ0972
 OJ0972;                    North         East     Units Scale Factor Converg.
 OJ0972;SPC MI S     -   173,097.665 4,085,951.200   MT  0.99991119   +0 43 05.0
 OJ0972;SPC MI S     -   567,905.73 13,405,351.71   iFT  0.99991119   +0 43 05.0
 OJ0972;UTM  17      - 4,769,348.610   311,749.882   MT  1.00003597   -1 34 42.6
 OJ0972
 OJ0972                          SUPERSEDED SURVEY CONTROL
 OJ0972
 OJ0972  NAD 83(1986)-  43 03 12.58299(N)    083 18 41.58692(W) AD(       ) 4
 OJ0972  NAD 27      -  43 03 12.48539(N)    083 18 41.78574(W) AD(       ) 3
 OJ0972
 OJ0972.Superseded values are not recommended for survey control.
 OJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0972.See file dsdata.txt to determine how the superseded data were derived.
 OJ0972
 OJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1175069349(NAD 83)
 OJ0972
 OJ0972  HISTORY     - Date     Condition        Report By
 OJ0972  HISTORY     - 1943     MONUMENTED       CGS
 OJ0972  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 OJ0972
 OJ0972                          STATION DESCRIPTION
 OJ0972
 OJ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0972'STATION IS THE TALL CEMENT STACK ON THE E END OF THE POWERHOUSE
 OJ0972'OF THE DETROIT
 OJ0972'EDISON COMPANY LOCATED ON THE NW CORNER OF
 OJ0972'CEDAR AND CLAY STREETS IN THE
 OJ0972'CITY OF LAPEER.  THE POINT OBSERVED
 OJ0972'ON WAS THE CENTER OF THE TOP OF THE STACK AND IS
 OJ0972'ABOUT 150 FEET HIGH.
 OJ0972'
 OJ0972'THIS IS AN INTERSECTION STATION.
 OJ0972
 OJ0972                          STATION RECOVERY (1997)
 OJ0972
 OJ0972'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0972'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0973 ***********************************************************************
 OJ0973  DESIGNATION -  LAPEER MUNICIPAL TANK
 OJ0973  PID         -  OJ0973
 OJ0973  STATE/COUNTY-  MI/LAPEER
 OJ0973  USGS QUAD   -  LAPEER (1980)
 OJ0973
 OJ0973                         *CURRENT SURVEY CONTROL
 OJ0973  ___________________________________________________________________
 OJ0973* NAD 83(1994)-  43 03 35.46921(N)    083 18 59.13856(W)     ADJUSTED  
 OJ0973* NAVD 88     -                                                        
 OJ0973  ___________________________________________________________________
 OJ0973  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 OJ0973  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OJ0973
 OJ0973  HORZ ORDER  -  THIRD
 OJ0973
 OJ0973.The horizontal coordinates were established by classical geodetic methods
 OJ0973.and adjusted by the National Geodetic Survey in February 1997..
 OJ0973
 OJ0973
 OJ0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0973
 OJ0973.The geoid height was determined by GEOID03.
 OJ0973
 OJ0973;                    North         East     Units Scale Factor Converg.
 OJ0973;SPC MI S     -   173,798.737 4,085,544.570   MT  0.99991152   +0 42 53.0
 OJ0973;SPC MI S     -   570,205.83 13,404,017.62   iFT  0.99991152   +0 42 53.0
 OJ0973;UTM  17      - 4,770,065.503   311,371.626   MT  1.00003773   -1 34 55.3
 OJ0973
 OJ0973                          SUPERSEDED SURVEY CONTROL
 OJ0973
 OJ0973  NAD 83(1986)-  43 03 35.46619(N)    083 18 59.16922(W) AD(       ) 4
 OJ0973  NAD 27      -  43 03 35.36854(N)    083 18 59.36659(W) AD(       ) 3
 OJ0973
 OJ0973.Superseded values are not recommended for survey control.
 OJ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0973.See file dsdata.txt to determine how the superseded data were derived.
 OJ0973
 OJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1137270066(NAD 83)
 OJ0973
 OJ0973  HISTORY     - Date     Condition        Report By
 OJ0973  HISTORY     - 1943     MONUMENTED       CGS
 OJ0973  HISTORY     - 1977     SEE DESCRIPTION  NGS
 OJ0973  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 OJ0973
 OJ0973                          STATION DESCRIPTION
 OJ0973
 OJ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0973'STATION IS THE CYLINDRICAL SILVER WATER TANK WITH FLAT CONICAL
 OJ0973'ROOF ON TOP OF THE
 OJ0973'125-FOOT FOUR-LEGGED STEEL STRUCTURE LOCATED
 OJ0973'ON THE NW CORNER OF SECOND AND N
 OJ0973'MONROE STREETS IN THE CITY OF
 OJ0973'LAPEER.  THE LEGEND LAPEER IN LARGE BLACK LETTERS
 OJ0973'IS PAINTED ON
 OJ0973'THE E AND W SIDES OF THE TANK.  THE POINT OBSERVED ON WAS THE SMALL
 OJ0973'BALL AT THE APEX
 OJ0973'OF THE ROOF.
 OJ0973'
 OJ0973'THIS IS AN INTERSECTION STATION.
 OJ0973
 OJ0973                          STATION RECOVERY (1977)
 OJ0973
 OJ0973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0973'THE LAPEER MUNICIPAL WATER TANK, FORMERLY LISTED AS LAPEER
 OJ0973'MUNICIPAL WATER TANK, IS LOCATED 1/2 MILE NORTH OF THE
 OJ0973'DOWNTOWN AREA OF LAPEER, IN THE NORTHWEST ANGLE OF AN
 OJ0973'INTERSECTION FORMED BY SECOND AND NORTH MAIN STREETS.
 OJ0973'
 OJ0973'THE STATION IS THE TOP CENTER OF THE FOUR LEGGED TANK,
 OJ0973'PAINTED BLUE, AND 125 FEET HIGH.
 OJ0973
 OJ0973                          STATION RECOVERY (1997)
 OJ0973
 OJ0973'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0981 ***********************************************************************
 OJ0981  DESIGNATION -  LAPEER N MUN TANK
 OJ0981  PID         -  OJ0981
 OJ0981  STATE/COUNTY-  MI/LAPEER
 OJ0981  USGS QUAD   -  LAPEER (1980)
 OJ0981
 OJ0981                         *CURRENT SURVEY CONTROL
 OJ0981  ___________________________________________________________________
 OJ0981* NAD 83(1994)-  43 03 56.30393(N)    083 19 06.96613(W)     ADJUSTED  
 OJ0981* NAVD 88     -                                                        
 OJ0981  ___________________________________________________________________
 OJ0981  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 OJ0981  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0981
 OJ0981  HORZ ORDER  -  THIRD
 OJ0981
 OJ0981.The horizontal coordinates were established by classical geodetic methods
 OJ0981.and adjusted by the National Geodetic Survey in February 1997..
 OJ0981
 OJ0981
 OJ0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0981
 OJ0981.The geoid height was determined by GEOID03.
 OJ0981
 OJ0981;                    North         East     Units Scale Factor Converg.
 OJ0981;SPC MI S     -   174,439.371 4,085,359.473   MT  0.99991183   +0 42 47.7
 OJ0981;SPC MI S     -   572,307.65 13,403,410.34   iFT  0.99991183   +0 42 47.7
 OJ0981;UTM  17      - 4,770,713.122   311,212.331   MT  1.00003846   -1 35 01.3
 OJ0981
 OJ0981                          SUPERSEDED SURVEY CONTROL
 OJ0981
 OJ0981  NAD 83(1986)-  43 03 56.30091(N)    083 19 06.99679(W) AD(       ) 4
 OJ0981  NAD 27      -  43 03 56.20302(N)    083 19 07.19455(W) AD(       ) 3
 OJ0981
 OJ0981.Superseded values are not recommended for survey control.
 OJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0981.See file dsdata.txt to determine how the superseded data were derived.
 OJ0981
 OJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1121270713(NAD 83)
 OJ0981
 OJ0981  HISTORY     - Date     Condition        Report By
 OJ0981  HISTORY     - 1977     MONUMENTED       NGS
 OJ0981  HISTORY     - 19970526 GOOD             USPSQD
 OJ0981
 OJ0981                          STATION DESCRIPTION
 OJ0981
 OJ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0981'THE LAPEER NORTH MUNICIPAL WATER TANK IS LOCATED ABOUT 3/4
 OJ0981'MILE NORTH OF DOWNTOWN LAPEER, ON CITY PROPERTY.
 OJ0981'THE STATION IS THE TOP CENTER OF THE 8 LEGGED ELLIPSOIDAL TANK,
 OJ0981'PAINTED BLUE-GREEN, AND 125 FEET HIGH.
 OJ0981'
 OJ0981'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21
 OJ0981'AND 24 IN LAPEER, GO NORTH ON HIGHWAY 24 FOR 1 MILE TO THE
 OJ0981'TANK ON THE RIGHT.
 OJ0981'
 OJ0981'DESCRIBED BY VDN (GRH)
 OJ0981
 OJ0981                          STATION RECOVERY (1997)
 OJ0981
 OJ0981'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0980 ***********************************************************************
 OJ0980  DESIGNATION -  LAPEER RAD WTHM S MAST
 OJ0980  PID         -  OJ0980
 OJ0980  STATE/COUNTY-  MI/LAPEER
 OJ0980  USGS QUAD   -  LAPEER (1980)
 OJ0980
 OJ0980                         *CURRENT SURVEY CONTROL
 OJ0980  ___________________________________________________________________
 OJ0980* NAD 83(1994)-  43 01 34.83797(N)    083 17 04.48957(W)     ADJUSTED  
 OJ0980* NAVD 88     -                                                        
 OJ0980  ___________________________________________________________________
 OJ0980  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 OJ0980  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0980
 OJ0980  HORZ ORDER  -  THIRD
 OJ0980
 OJ0980.The horizontal coordinates were established by classical geodetic methods
 OJ0980.and adjusted by the National Geodetic Survey in February 1997..
 OJ0980
 OJ0980
 OJ0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0980
 OJ0980.The geoid height was determined by GEOID03.
 OJ0980
 OJ0980;                    North         East     Units Scale Factor Converg.
 OJ0980;SPC MI S     -   170,109.626 4,088,186.280   MT  0.99990991   +0 44 11.0
 OJ0980;SPC MI S     -   558,102.45 13,412,684.65   iFT  0.99990991   +0 44 11.0
 OJ0980;UTM  17      - 4,766,273.053   313,863.709   MT  1.00002624   -1 33 33.5
 OJ0980
 OJ0980                          SUPERSEDED SURVEY CONTROL
 OJ0980
 OJ0980  NAD 83(1986)-  43 01 34.83437(N)    083 17 04.52013(W) AD(       ) 4
 OJ0980  NAD 27      -  43 01 34.73539(N)    083 17 04.72246(W) AD(       ) 3
 OJ0980
 OJ0980.Superseded values are not recommended for survey control.
 OJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0980.See file dsdata.txt to determine how the superseded data were derived.
 OJ0980
 OJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1386466273(NAD 83)
 OJ0980
 OJ0980  HISTORY     - Date     Condition        Report By
 OJ0980  HISTORY     - 1977     MONUMENTED       NGS
 OJ0980  HISTORY     - 19970526 GOOD             USPSQD
 OJ0980
 OJ0980                          STATION DESCRIPTION
 OJ0980
 OJ0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0980'THE LAPEER RADIO STATION WTHM SOUTH MAST (SOUTH ONE OF TWO) IS
 OJ0980'LOCATED 2-1/2 MILES SOUTHEAST OF LAPEER, 1 MILE EAST OF STATE
 OJ0980'HIGHWAY 24, 1.8 MILES SOUTH OF STATE HIGHWAY 21, ALONG A
 OJ0980'COUNTY ROAD.
 OJ0980'
 OJ0980'THE STATION IS THE LIGHT AT THE APEX OF THE SINGLE COLUMN,
 OJ0980'GUYED, PAINTED RED AND WHITE MAST, 185 FEET HIGH.
 OJ0980'
 OJ0980'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 AND 24 IN
 OJ0980'LAPEER, GO EAST ON HIGHWAY 21 FOR 1.8 MILES TO A CROSSROAD.
 OJ0980'TURN RIGHT, SOUTH, ON MORRIS ROAD FOR 1.8 MILES TO THE STATION
 OJ0980'ON THE RIGHT.
 OJ0980'
 OJ0980'DESCRIBED BY VDN (GRH)
 OJ0980
 OJ0980                          STATION RECOVERY (1997)
 OJ0980
 OJ0980'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0975 ***********************************************************************
 OJ0975  DESIGNATION -  LAPEER STATE HOME STACK
 OJ0975  PID         -  OJ0975
 OJ0975  STATE/COUNTY-  MI/LAPEER
 OJ0975  USGS QUAD   -  LAPEER (1980)
 OJ0975
 OJ0975                         *CURRENT SURVEY CONTROL
 OJ0975  ___________________________________________________________________
 OJ0975* NAD 83(1994)-  43 02 41.52783(N)    083 20 38.06718(W)     ADJUSTED  
 OJ0975* NAVD 88     -                                                        
 OJ0975  ___________________________________________________________________
 OJ0975  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 OJ0975  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OJ0975
 OJ0975  HORZ ORDER  -  THIRD
 OJ0975
 OJ0975.The horizontal coordinates were established by classical geodetic methods
 OJ0975.and adjusted by the National Geodetic Survey in February 1997..
 OJ0975
 OJ0975
 OJ0975.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0975
 OJ0975.The geoid height was determined by GEOID03.
 OJ0975
 OJ0975;                    North         East     Units Scale Factor Converg.
 OJ0975;SPC MI S     -   172,106.854 4,083,326.573   MT  0.99991076   +0 41 45.7
 OJ0975;SPC MI S     -   564,655.03 13,396,740.73   iFT  0.99991076   +0 41 45.7
 OJ0975;UTM  17      - 4,768,463.647   309,087.312   MT  1.00004839   -1 36 01.3
 OJ0975
 OJ0975                          SUPERSEDED SURVEY CONTROL
 OJ0975
 OJ0975  NAD 83(1986)-  43 02 41.52498(N)    083 20 38.09769(W) AD(       ) 4
 OJ0975  NAD 27      -  43 02 41.42710(N)    083 20 38.29345(W) AD(       ) 3
 OJ0975
 OJ0975.Superseded values are not recommended for survey control.
 OJ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0975.See file dsdata.txt to determine how the superseded data were derived.
 OJ0975
 OJ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0908768464(NAD 83)
 OJ0975
 OJ0975  HISTORY     - Date     Condition        Report By
 OJ0975  HISTORY     - 1943     MONUMENTED       CGS
 OJ0975
 OJ0975                          STATION DESCRIPTION
 OJ0975
 OJ0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0975'STATION IS THE 185-FOOT CONCRETE STACK ON THE S SIDE OF THE
 OJ0975'POWERHOUSE OF THE
 OJ0975'LAPEER STATE HOME LOCATED ABOUT 1.3 MILES W OF
 OJ0975'THE CITY OF LAPEER.  THE POINT
 OJ0975'OBSERVED ON IS THE CENTER OF THE TOP
 OJ0975'OF THE STACK.
 OJ0975'
 OJ0975'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 OJ0975'21 AND 24 IN THE W
 OJ0975'EDGE OF LAPEER, GO W ON HIGHWAY 21 FOR 1.2 MILES
 OJ0975'TO THE MAIN GATE OF THE LAPEER STATE
 OJ0975'HOME, TURN LEFT AND GO S 0.35
 OJ0975'MILE TO A DRIVEWAY RIGHT JUST BEFORE REACHING THE
 OJ0975'RAILROAD TRACKS,
 OJ0975'TURN RIGHT AND GO 0.05 MILE TO POWERHOUSE AND STATION.
 OJ0975'
 OJ0975'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0974 ***********************************************************************
 OJ0974  DESIGNATION -  LAPEER STATE HOME WATER TANK
 OJ0974  PID         -  OJ0974
 OJ0974  STATE/COUNTY-  MI/LAPEER
 OJ0974  USGS QUAD   -  LAPEER (1980)
 OJ0974
 OJ0974                         *CURRENT SURVEY CONTROL
 OJ0974  ___________________________________________________________________
 OJ0974* NAD 83(1994)-  43 02 43.92827(N)    083 20 36.72075(W)     ADJUSTED  
 OJ0974* NAVD 88     -                                                        
 OJ0974  ___________________________________________________________________
 OJ0974  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 OJ0974  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OJ0974
 OJ0974  HORZ ORDER  -  THIRD
 OJ0974
 OJ0974.The horizontal coordinates were established by classical geodetic methods
 OJ0974.and adjusted by the National Geodetic Survey in February 1997..
 OJ0974
 OJ0974
 OJ0974.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0974
 OJ0974.The geoid height was determined by GEOID03.
 OJ0974
 OJ0974;                    North         East     Units Scale Factor Converg.
 OJ0974;SPC MI S     -   172,181.288 4,083,356.143   MT  0.99991079   +0 41 46.6
 OJ0974;SPC MI S     -   564,899.24 13,396,837.74   iFT  0.99991079   +0 41 46.6
 OJ0974;UTM  17      - 4,768,536.847   309,119.845   MT  1.00004824   -1 36 00.5
 OJ0974
 OJ0974                          SUPERSEDED SURVEY CONTROL
 OJ0974
 OJ0974  NAD 83(1986)-  43 02 43.92556(N)    083 20 36.74990(W) AD(       ) 4
 OJ0974  NAD 27      -  43 02 43.82782(N)    083 20 36.94431(W) AD(       ) 3
 OJ0974
 OJ0974.Superseded values are not recommended for survey control.
 OJ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0974.See file dsdata.txt to determine how the superseded data were derived.
 OJ0974
 OJ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0912068537(NAD 83)
 OJ0974
 OJ0974  HISTORY     - Date     Condition        Report By
 OJ0974  HISTORY     - 1943     MONUMENTED       CGS
 OJ0974
 OJ0974                          STATION DESCRIPTION
 OJ0974
 OJ0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0974'STATION IS THE CYLINDRICAL SILVER WATER TANK WITH FLAT
 OJ0974'CONICAL ROOF ON
 OJ0974'TOP OF THE 125-FOOT FOUR-LEGGED STEEL STRUCTURE LOCATED
 OJ0974'ABOUT 200 FEET NNE OF THE POWER
 OJ0974'HOUSE OF THE LAPEER STATE HOME
 OJ0974'ABOUT 1.3 MILES W OF THE CITY OF LAPEER.  THE
 OJ0974'POINT OBSERVED ON IS
 OJ0974'THE SMALL BALL AT THE APEX OF THE ROOF.
 OJ0974'
 OJ0974'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 21
 OJ0974'AND 24 IN THE W
 OJ0974'EDGE OF LAPEER, GO W ON HIGHWAY 21 FOR 1.2 MILES TO
 OJ0974'THE MAIN GATE OF THE LAPEER STATE
 OJ0974'HOME, TURN LEFT AND GO S 0.35 MILE
 OJ0974'TO A DRIVEWAY RIGHT JUST BEFORE REACHING THE
 OJ0974'RAILROAD TRACKS, TURN
 OJ0974'RIGHT AND GO 0.05 MILE TO THE POWERHOUSE AND STATION ABOUT 200
 OJ0974'FEET TO THE
 OJ0974'RIGHT.
 OJ0974'
 OJ0974'THIS IS AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1105 ***********************************************************************
 OJ1105  DESIGNATION -  LAPEPORT
 OJ1105  PID         -  OJ1105
 OJ1105  STATE/COUNTY-  MI/LAPEER
 OJ1105  USGS QUAD   -  LAPEER (1980)
 OJ1105
 OJ1105                         *CURRENT SURVEY CONTROL
 OJ1105  ___________________________________________________________________
 OJ1105* NAD 83(1994)-  43 04 03.05343(N)    083 16 24.57886(W)     ADJUSTED  
 OJ1105* NAVD 88     -       252.65   (meters)     828.9    (feet)  LEVELING  
 OJ1105  ___________________________________________________________________
 OJ1105  X           -     546,645.868 (meters)                     COMP
 OJ1105  Y           -  -4,634,869.245 (meters)                     COMP
 OJ1105  Z           -   4,333,133.214 (meters)                     COMP
 OJ1105  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 OJ1105  ELLIP HEIGHT-         218.18  (meters)          (07/12/02) GPS OBS
 OJ1105  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 OJ1105
 OJ1105  HORZ ORDER  -  FIRST
 OJ1105  VERT ORDER  -  THIRD ?
 OJ1105  ELLP ORDER  -  FOURTH    CLASS II
 OJ1105
 OJ1105.This mark is at Dupont-Lapeer Airport (D95)
 OJ1105
 OJ1105.The horizontal coordinates were established by GPS observations
 OJ1105.and adjusted by the National Geodetic Survey in September 1995..
 OJ1105
 OJ1105.The orthometric height was determined by differential leveling.
 OJ1105.The vertical network tie was performed by a horz. field party for horz.
 OJ1105.obs reductions. Reset procedures were used to establish the elevation.
 OJ1105
 OJ1105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1105
 OJ1105.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1105
 OJ1105.The ellipsoidal height was determined by GPS observations
 OJ1105.and is referenced to NAD 83.
 OJ1105
 OJ1105.The geoid height was determined by GEOID03.
 OJ1105
 OJ1105;                    North         East     Units Scale Factor Converg.
 OJ1105;SPC MI S     -   174,694.337 4,089,030.345   MT  0.99991194   +0 44 38.2
 OJ1105;SPC MI S     -   573,144.15 13,415,453.89   iFT  0.99991194   +0 44 38.2
 OJ1105;UTM  17      - 4,770,820.777   314,890.907   MT  1.00002154   -1 33 10.5
 OJ1105
 OJ1105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1105!SPC MI S     -   0.99996579  x   0.99991194  =   0.99987773
 OJ1105!UTM  17      -   0.99996579  x   1.00002154  =   0.99998732
 OJ1105
 OJ1105:                Primary Azimuth Mark                     Grid Az
 OJ1105:SPC MI S     -  LAPEPORT AZ MK                           357 23 37.0
 OJ1105:UTM  17      -  LAPEPORT AZ MK                           359 41 25.7
 OJ1105
 OJ1105|---------------------------------------------------------------------|
 OJ1105| PID    Reference Object                     Distance      Geod. Az  |
 OJ1105|                                                           dddmmss.s |
 OJ1105| OJ1106 LAPEPORT AZ MK                      496.070 METERS 3580815.2 |
 OJ1105|---------------------------------------------------------------------|
 OJ1105
 OJ1105                          SUPERSEDED SURVEY CONTROL
 OJ1105
 OJ1105  ELLIP H (09/20/95)  218.18   (m)                       GP(       ) 1 2
 OJ1105  NAD 83(1986)-  43 04 03.04556(N)    083 16 24.60391(W) AD(       ) 1
 OJ1105  NAD 83(1986)-  43 04 03.04444(N)    083 16 24.60312(W) AD(       ) 3
 OJ1105  NGVD 29 (03/27/91)  252.8    (m)          829.     (f) GPS OBS        
 OJ1105
 OJ1105.Superseded values are not recommended for survey control.
 OJ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1105.See file dsdata.txt to determine how the superseded data were derived.
 OJ1105
 OJ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1489170821(NAD 83)
 OJ1105_MARKER: I = METAL ROD
 OJ1105_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1105_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1105_STAMPING: LAPEPORT 1989
 OJ1105_MARK LOGO: NGS   
 OJ1105_PROJECTION: FLUSH
 OJ1105_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1105+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2006
 OJ1105_ROD/PIPE-DEPTH: 16.3 meters
 OJ1105_SLEEVE-DEPTH  : 1.0 meters
 OJ1105
 OJ1105  HISTORY     - Date     Condition        Report By
 OJ1105  HISTORY     - 1989     MONUMENTED       NGS
 OJ1105  HISTORY     - 19900117 GOOD
 OJ1105  HISTORY     - 19921219 GOOD             MIDT
 OJ1105  HISTORY     - 19940511 GOOD             NGS
 OJ1105  HISTORY     - 20060315 GOOD             ROWEIN
 OJ1105
 OJ1105                          STATION DESCRIPTION
 OJ1105
 OJ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1105'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) NORTHEAST OF LAPEER, AT
 OJ1105'THE LAPEER DUPONT-LAPEER AIRPORT, IN THE NORTHWEST ANGLE OF THE
 OJ1105'JUNCTION OF THE PARALLEL TAXIWAY AND A CONNECTING TAXIWAY.
 OJ1105'OWNERSHIP--G.B. DUPONT CO. INC., C/O AIRPORT MANAGER KENT DUPONT, 1232
 OJ1105'ROODS LAKE ROAD, LAPEER MI 48446.  PHONE IS (313) 664-6966 OR (313)
 OJ1105'664-2600.
 OJ1105'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 21 (GENESEE
 OJ1105'STREET) AND 24 (MAIN STREET) IN LAPEER, GO NORTH FOR 0.8 KM (0.50 MI)
 OJ1105'ON HIGHWAY 24 TO A CROSS STREET AT A STOPLIGHT.  TURN RIGHT AND GO
 OJ1105'EAST FOR 0.7 KM (0.45 MI) ON OREGAN STREET TO A STOP SIGN.  CONTINUE
 OJ1105'EAST FOR 0.7 KM (0.45 MI) ON OREGAN STREET TO A STOP SIGN AND OREGAN
 OJ1105'STREETS END.  CONTINUE EAST FOR 2.1 KM (1.30 MI) ON BOWERS ROAD TO A
 OJ1105'PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.7 KM (0.45 MI) ON ROODS
 OJ1105'LAKE ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 OJ1105'(0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD LEFT, JUST
 OJ1105'BEFORE THE AIRPORT OFFICE LEFT.  TURN LEFT AND GO NORTH FOR 40 METERS
 OJ1105'ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR
 OJ1105'0.1 KM (0.05 MI) ON THE PAVED ROAD AND ACROSS AN APRON, PASSING
 OJ1105'BETWEEN TWO HANGARS, TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO NORTH
 OJ1105'FOR 0.1 KM (0.05 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE
 OJ1105'RIGHT, JUST PAST A CONNECTING TAXIWAY RIGHT.
 OJ1105'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1105'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 16.3 METERS IN A
 OJ1105'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1105'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1105'LOCATED 21.8 M (71.5 FT) WEST FROM THE WEST EDGE OF THE PAVED RUNWAY,
 OJ1105'15.8 M (51.8 FT) NORTH FROM THE NORTH EDGE OF A CONNECTING TAXIWAY AND
 OJ1105'8.2 M (26.9 FT) EAST FROM THE EAST EDGE OF A PARALLEL TAXIWAY.
 OJ1105'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1105'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1105
 OJ1105                          STATION RECOVERY (1990)
 OJ1105
 OJ1105'RECOVERED 1990
 OJ1105'RECOVERED IN GOOD CONDITION.
 OJ1105
 OJ1105                          STATION RECOVERY (1992)
 OJ1105
 OJ1105'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (JAS)
 OJ1105'STATION IS LOCATED IN QUAD 430832 ON THE LAPEER QUADRANGLE MAP.  IT IS
 OJ1105'IN THE SOUTHEAST 1/4 OF SECTION 34, T-8-N, R-10-E, MAYFIELD TOWNSHIP.
 OJ1105'ABOUT 2.0 MILES (3.2 KM) NORTHEAST OF LAPEER, 10.0 MILES (16.1 KM)
 OJ1105'NORTHWEST OF IMLAY CITY, 11.0 MILES (17.7 KM) SOUTH OF NORTH BRANCH
 OJ1105'AND AT THE DUPONT LAPEER AIRPORT.  OWNERSHIP--G.B. DUPONT CO.  INC.,
 OJ1105'C/O AIRPORT MANAGER KENT DUPONT, 1232 ROODS LAKE ROAD, LAPEER, MI.
 OJ1105'48446.  PHONE 313-664-6966 OR 313-664-2600.  TO REACH FROM THE
 OJ1105'INTERSECTION OF STATE HIGHWAYS M-21 (GENESEE STREET) AND M-24 ( MAIN
 OJ1105'STREET) IN LAPEER, GO NORTH ALONG STATE HIGHWAY M-24 FOR 0.5 MILES
 OJ1105'(0.8 KM) TO A STOPLIGHT AT OREGON STREET.  TURN RIGHT AND GO EAST
 OJ1105'ALONG OREGON STREET FOR 0.4 MILES (0.6 KM) TO A STOP SIGN.  CONTINUE
 OJ1105'EAST ALONG OREGON STREET FOR 0.4 MILES (0.6 KM) TO A STOP SIGN AT THE
 OJ1105'END OF OREGON STREET.  CONTINUE EAST FOR 1.3 MILES (2.1 KM) ON BOWERS
 OJ1105'ROAD (OREGON STREET EXTENTION) TO A PAVED ROAD LEFT (ROODS LAKE ROAD)
 OJ1105'.  TURN LEFT AND GO NORTH ALONG ROODS LAKE ROAD FOR 0.4 MILES (0.6 KM)
 OJ1105'TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 MILES (0.2 KM)
 OJ1105'ON THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD LEFT, JUST BEFORE THE
 OJ1105'AIRPORT OFFICE LEFT.  TURN LEFT AND GO NORTH FOR 40 M (131.2 FT) ON
 OJ1105'THE PAVED ROAD TO A PAVED ROAD RIGHT. TURN RIGHT AND GO EAST FOR 0.1
 OJ1105'MILES (0.2 KM) ON THE PAVED ROAD AND ACROSS AN APRON, PASSING BETWEEN
 OJ1105'TWO HANGERS, TO THE PARALELL TAXIWAY.  TURN LEFT AND GO NORTH FOR 0.1
 OJ1105'MILES (0.2 KM) ON THE PARALELL TAXIWAY TO THE STATION ON THE RIGHT,
 OJ1105'JUST PAST A CONNECTING TAXIWAY RIGHT.  STATION IS THE TOP CENTER OF A
 OJ1105'STAINLESS STEEL ROD, LOCATED 71.5 FT (21.8 M) WEST FROM THE WEST EDGE
 OJ1105'OF THE PAVED RUNWAY, 51.8 FT (15.8 M) NORTH FROM THE NORTH EDGE OF A
 OJ1105'CONNECTING TAXIWAY, 27.2 FT (8.3 M) EAST FROM THE EAST EDGE OF A
 OJ1105'PARALELL TAXIWAY AND 185.0 FT (56.4 M) EAST FROM THE NORTHEAST CORNER
 OJ1105'OF THE SECOND HANGAR NORTH OF THE AIRPORT OFFICE.  NOTE -- THE
 OJ1105'DIMENSIONS OF THE SLEEVE AND ROD SET WERE TAKEN FROM THE 1989
 OJ1105'DESCRIPTION.
 OJ1105
 OJ1105                          STATION RECOVERY (1994)
 OJ1105
 OJ1105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ1105'NOTE--DO NOT GO TO STATION WITHOUT EXPRESS PERMISSION OF THE AIRPORT
 OJ1105'MANAGER.  NO ESCORT REQUIRED.  STATION IS LOCATED ABOUT 4 KM (2.50 MI)
 OJ1105'NORTHEAST OF LAPEER, AT THE DUPONT-LAPEER AIRPORT, IN THE MEDIAN OF
 OJ1105'RUNWAY 18-36 AND THE PARALLEL TAXI, ON THE NORTH SIDE OF A CONNECTOR.
 OJ1105'OWNERSHIP--G.B.  DUPONT COMPANY INC, 1232 ROODS LAKE ROAD, LAPEER MI
 OJ1105'48446.  AIRPORT MANAGER IS KENT DUPONT, PHONE 810-664-2600.  TO REACH
 OJ1105'FROM THE UNDERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 69 AND STATE
 OJ1105'HIGHWAY 24 (EXIT 155) ON THE SOUTH SIDE OF LAPEER.  GO NORTH ON
 OJ1105'HIGHWAY 24 FOR 2.97 KM (1.85 MI) TO A CROSSROAD (MAIN STREET) AT
 OJ1105'STOPLIGHT.  CONTINUE NORTH FOR 0.79 KM (0.50 MI) TO A CROSS STREET.
 OJ1105'TURN RIGHT, EAST, ON OREGON STREET FOR 1.40 KM (0.85 MI) TO A STOP
 OJ1105'SIGN AND TWO ROADS RIGHT.  CONTINUE EAST ON BOWERS ROAD FOR 2.11 KM
 OJ1105'(1.30 MI) TO A PAVED ROAD LEFT.  TURN LEFT, NORTH, ON ROODS LAKE ROAD
 OJ1105'FOR 0.83 KM (0.50 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON THE
 OJ1105'AIRPORT ENTRANCE ROAD FOR 0.11 KM (0.05 MI) TO A PAVED LANE LEFT JUST
 OJ1105'BEFORE REACHING THE AIRPORT OFFICE.  TURN LEFT, NORTH, THEN EAST,
 OJ1105'BETWEEN HANGARS, ON LANE, THEN APRON FOR A TOTAL OF 0.15 KM (0.10 MI)
 OJ1105'TO A TAXI.  TURN LEFT, NORTH, ON TAXI FOR 0.11 KM (0.05 MI) TO THE
 OJ1105'STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND.  STATION
 OJ1105'IS 29.6 M (97.1 FT) EAST OF THE RUNWAY CENTER, 11.3 M (37.1 FT) EAST
 OJ1105'OF THE PARALLEL TAXI CENTER, 19.0 M (62.3 FT) NORTH OF A CONNECTOR
 OJ1105'CENTER, 11.2 M (36.7 FT) SOUTH OF THE EXTENDED SOUTH EDGE OF A RAMP
 OJ1105'LEADING WEST, AND 24.5 M (80.4 FT) SOUTH-SOUTHWEST OF A RUNWAY LIGHT.
 OJ1105'DESCRIBED BY G.R. HEID.
 OJ1105
 OJ1105                          STATION RECOVERY (2006)
 OJ1105
 OJ1105'RECOVERY NOTE BY ROWE INCORPORATED 2006 (DCB)
 OJ1105'STATION IS 97.1 FT WEST OF RUNWAY CENTER, NOT EAST AS PREVIOUSLY
 OJ1105'DESCRIBED.  CONNECTOR CENTER NO LONGER APPLIES, AND RUNWAY LIGHT HAS
 OJ1105'BEEN REMOVED.  STATION IS 275 FT NORTH OF THE EXTENDED LINE OF THE
 OJ1105'NORTH SIDE OF THE FIRST HANGER NORTH OF THE OFFICE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1106 ***********************************************************************
 OJ1106  DESIGNATION -  LAPEPORT AZ MK
 OJ1106  PID         -  OJ1106
 OJ1106  STATE/COUNTY-  MI/LAPEER
 OJ1106  USGS QUAD   -  LAPEER (1980)
 OJ1106
 OJ1106                         *CURRENT SURVEY CONTROL
 OJ1106  ___________________________________________________________________
 OJ1106* NAD 83(1994)-  43 04 19.12006(N)    083 16 25.29148(W)     ADJUSTED  
 OJ1106* NAVD 88     -       253.2    (meters)     831.     (feet)  GPS OBS   
 OJ1106  ___________________________________________________________________
 OJ1106  X           -     546,590.260 (meters)                     COMP
 OJ1106  Y           -  -4,634,535.408 (meters)                     COMP
 OJ1106  Z           -   4,333,495.931 (meters)                     COMP
 OJ1106  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 OJ1106  ELLIP HEIGHT-         218.92  (meters)          (07/17/02) GPS OBS
 OJ1106  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 OJ1106
 OJ1106  HORZ ORDER  -  FIRST
 OJ1106  ELLP ORDER  -  FOURTH    CLASS I
 OJ1106
 OJ1106.This mark is at Dupont-Lapeer Airport (D95)
 OJ1106
 OJ1106.The horizontal coordinates were established by GPS observations
 OJ1106.and adjusted by the National Geodetic Survey in February 1997..
 OJ1106
 OJ1106.The orthometric height was determined by GPS observations and a
 OJ1106.high-resolution geoid model.
 OJ1106
 OJ1106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1106
 OJ1106.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1106
 OJ1106.The ellipsoidal height was determined by GPS observations
 OJ1106.and is referenced to NAD 83.
 OJ1106
 OJ1106.The geoid height was determined by GEOID03.
 OJ1106
 OJ1106;                    North         East     Units Scale Factor Converg.
 OJ1106;SPC MI S     -   175,189.850 4,089,007.789   MT  0.99991219   +0 44 37.7
 OJ1106;SPC MI S     -   574,769.85 13,415,379.89   iFT  0.99991219   +0 44 37.7
 OJ1106;UTM  17      - 4,771,316.850   314,888.228   MT  1.00002155   -1 33 11.5
 OJ1106
 OJ1106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1106!SPC MI S     -   0.99996567  x   0.99991219  =   0.99987786
 OJ1106!UTM  17      -   0.99996567  x   1.00002155  =   0.99998722
 OJ1106
 OJ1106:                Primary Azimuth Mark                     Grid Az
 OJ1106:SPC MI S     -  LAPEPORT                                 177 23 37.1
 OJ1106:UTM  17      -  LAPEPORT                                 179 41 26.3
 OJ1106
 OJ1106|---------------------------------------------------------------------|
 OJ1106| PID    Reference Object                     Distance      Geod. Az  |
 OJ1106|                                                           dddmmss.s |
 OJ1106| OJ1105 LAPEPORT                            496.070 METERS 1780814.8 |
 OJ1106|---------------------------------------------------------------------|
 OJ1106
 OJ1106                          SUPERSEDED SURVEY CONTROL
 OJ1106
 OJ1106  ELLIP H (02/03/97)  218.91   (m)                       GP(       ) 4 1
 OJ1106  NAD 83(1986)-  43 04 19.11219(N)    083 16 25.31652(W) AD(       ) 1
 OJ1106  NAD 83(1986)-  43 04 19.11107(N)    083 16 25.31574(W) AD(       ) 3
 OJ1106  NGVD 29 (03/27/91)  253.5    (m)          832.     (f) GPS OBS        
 OJ1106
 OJ1106.Superseded values are not recommended for survey control.
 OJ1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1106.See file dsdata.txt to determine how the superseded data were derived.
 OJ1106
 OJ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1488871317(NAD 83)
 OJ1106_MARKER: I = METAL ROD
 OJ1106_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1106_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1106_STAMPING: LAPEPORT AZ MK 1989
 OJ1106_MARK LOGO: NGS   
 OJ1106_PROJECTION: FLUSH
 OJ1106_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1106+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1990
 OJ1106_ROD/PIPE-DEPTH: 8.5  meters
 OJ1106_SLEEVE-DEPTH  : 1.0 meters
 OJ1106
 OJ1106  HISTORY     - Date     Condition        Report By
 OJ1106  HISTORY     - 1989     MONUMENTED       NGS
 OJ1106  HISTORY     - 19900118 GOOD
 OJ1106
 OJ1106                          STATION DESCRIPTION
 OJ1106
 OJ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1106'THE STATION IS LOCATED ABOUT 3.7 KM (2.30 MI) NORTHEAST OF LAPEER, AT
 OJ1106'THE LAPEER DUPONT-LAPEER AIRPORT, IN THE NORTH END OF THE NORTHERN
 OJ1106'MOST GRASS STRIP BETWEEN THE PAVED RUNWAY AND THE PARALLEL TAXIWAY.
 OJ1106'OWNERSHIP--G.B. DUPONT CO. INC. C/O AIRPORT MANAGER KENT DUPONT, 1232
 OJ1106'ROOD LAKE ROAD, LAPEER MI 48446. PHONE IS (313)-664-6966
 OJ1106'OR(313)-664-2600.
 OJ1106'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 21 (GENESSEE STREET) AND
 OJ1106'24 (MAIN STREET) IN LAPEER, GO NORTH FOR 0.8 KM (0.50 MI) ON HIGHWAY
 OJ1106'24 FOR TO A STOPLIGHT AND CROSS STREET.  TURN RIGHT AND GO EAST FOR
 OJ1106'0.7 KM (0.45 MI) ON OREGON STREET TO A STOP SIGN.  CONTINUE EAST FOR
 OJ1106'0.7 KM (0.45 MI) ON OREGON STREET TO A STOP SIGN AND OREGON STREETS
 OJ1106'END.  CONTINUE EAST FOR 2.1 KM (1.30 MI) ON BOWERS ROAD TO A PAVED
 OJ1106'ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.7 KM (0.45 MI) ON
 OJ1106'ROODS LAKE ROAD TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST
 OJ1106'FOR 0.1 KM (0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A PAVED ROAD AND
 OJ1106'THE AIRPORT OFFICE ON THE LEFT.  TURN LEFT AND GO NORTH FOR 40 METERS
 OJ1106'ON THE PAVED ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO EAST FOR
 OJ1106'0.1 KM (0.05 MI) ON THE PAVED ROAD, PASSING BETWEEN AIRPORT OFFICE AND
 OJ1106'HANGER AND ACROSS APRON AND ALONG TAXIWAY TO A TAXIWAY.  TURN LEFT AND
 OJ1106'GO NORTH FOR 0.6 KM (0.35 MI) ON THE TAXIWAY TO THE STATION ON THE
 OJ1106'RIGHT, JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 OJ1106'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1106'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.5 METERS IN A GREASE
 OJ1106'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 OJ1106'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 OJ1106'16.2 M (53.1 FT) WEST FROM THE WEST EDGE OF THE PAVED RUNWAY, 16.2 M
 OJ1106'(53.1 FT) SOUTH FROM THE SOUTH EDGE OF A CONNECTING TAXIWAY AND 7.7 M
 OJ1106'(25.3 FT) EAST FROM THE EAST EDGE OF THE PARALLEL TAXIWAY.
 OJ1106'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OJ1106
 OJ1106                          STATION RECOVERY (1990)
 OJ1106
 OJ1106'RECOVERED 1990
 OJ1106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0029 ***********************************************************************
 NE0029  DESIGNATION -  LARCHWOOD USLS
 NE0029  PID         -  NE0029
 NE0029  STATE/COUNTY-  MI/ST CLAIR
 NE0029  USGS QUAD   -  ST CLAIR (1991)
 NE0029
 NE0029                         *CURRENT SURVEY CONTROL
 NE0029  ___________________________________________________________________
 NE0029* NAD 83(1986)-  42 51 01.     (N)    082 28 32.     (W)     SCALED    
 NE0029* NAVD 88     -       188.929  (meters)     619.84   (feet)  ADJUSTED  
 NE0029  ___________________________________________________________________
 NE0029  GEOID HEIGHT-         -34.93  (meters)                     GEOID03
 NE0029  DYNAMIC HT  -         188.879 (meters)     619.68  (feet)  COMP
 NE0029  MODELED GRAV-     980,353.3   (mgal)                       NAVD 88
 NE0029
 NE0029  VERT ORDER  -  FIRST     CLASS 0
 NE0029
 NE0029.The horizontal coordinates were scaled from a topographic map and have
 NE0029.an estimated accuracy of +/- 6 seconds.
 NE0029
 NE0029.The orthometric height was determined by differential leveling
 NE0029.and adjusted by the National Geodetic Survey in June 1991..
 NE0029
 NE0029.The geoid height was determined by GEOID03.
 NE0029
 NE0029.The dynamic height is computed by dividing the NAVD 88
 NE0029.geopotential number by the normal gravity value computed on the
 NE0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0029.degrees latitude (g = 980.6199 gals.).
 NE0029
 NE0029.The modeled gravity was interpolated from observed gravity values.
 NE0029
 NE0029;                    North         East    Units  Estimated Accuracy
 NE0029;SPC MI S     -   151,720.    4,154,550.      MT  (+/- 180 meters Scaled)
 NE0029
 NE0029                          SUPERSEDED SURVEY CONTROL
 NE0029
 NE0029  NGVD 29 (??/??/92)  189.051  (m)          620.24   (f) ADJ UNCH    1 0
 NE0029
 NE0029.Superseded values are not recommended for survey control.
 NE0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0029.See file dsdata.txt to determine how the superseded data were derived.
 NE0029
 NE0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH794452(NAD 83)
 NE0029_MARKER: DD = SURVEY DISK
 NE0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0029_SP_SET: SQUARE CUT STONE
 NE0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0029+STABILITY: SURFACE MOTION
 NE0029
 NE0029  HISTORY     - Date     Condition        Report By
 NE0029  HISTORY     - 1928     MONUMENTED       USLS
 NE0029  HISTORY     - 1970     GOOD             USLS
 NE0029  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0029  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 NE0029  HISTORY     - 20050410 MARK NOT FOUND   USPSQD
 NE0029
 NE0029                          STATION DESCRIPTION
 NE0029
 NE0029'DESCRIBED BY US LAKE SURVEY 1970
 NE0029'0.8 MI N FROM ST CLAIR.
 NE0029'LARCHWOOD IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 3/4 MILE
 NE0029'UPRIVER FROM UPRIVER LIMITS OF ST. CLAIR, ON RIVER SIDE OF HIGHWAY
 NE0029'M-29, JUST SOUTH OF GROAT RESIDENCE AT NO. 1905 N. RIVER ROAD
 NE0029'(HIGHWAY M-29), AT NORTH ENTRANCE TO THE ESTATE KNOWN AS
 NE0029'LARCHWOOD, ON TOP OF A STONE WALL, 0.7 FOOT DOWNRIVER FROM SIDE
 NE0029'OF DOWNRIVER GATE POST, BEING HIGHEST POINT IN A 1-INCH SQUARE
 NE0029'CUT IN THE STONE, WITH THE LETTERS BM CUT IN HIGHWAY FACE OF
 NE0029'THE STONE JUST BELOW THE MARK.  NOTE-- PREV. DESIG. BM LARCHWOOD
 NE0029'1928
 NE0029
 NE0029                          STATION RECOVERY (1980)
 NE0029
 NE0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0029'MARK NOT FOUND.
 NE0029
 NE0029                          STATION RECOVERY (1999)
 NE0029
 NE0029'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0029'MARK NOT FOUND.
 NE0029
 NE0029                          STATION RECOVERY (2005)
 NE0029
 NE0029'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0029'STATION RECOVERY DESCRIPTION FROM 1970 REQUIRES REVISION.  STONE WALL
 NE0029'WHERE MARK WAS CUT IN TO STONE HAS BEEN REMOVED.  SUSPECT MARK HAS
 NE0029'BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1056 ***********************************************************************
 RJ1056  DESIGNATION -  LARKE USLS 1893
 RJ1056  PID         -  RJ1056
 RJ1056  STATE/COUNTY-  MI/CHIPPEWA
 RJ1056  USGS QUAD   -  SHALLOWS (1975)
 RJ1056
 RJ1056                         *CURRENT SURVEY CONTROL
 RJ1056  ___________________________________________________________________
 RJ1056* NAD 83(1994)-  46 27 34.46810(N)    084 23 20.11080(W)     ADJUSTED  
 RJ1056* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 RJ1056  ___________________________________________________________________
 RJ1056  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 RJ1056  GEOID HEIGHT-         -36.55  (meters)                     GEOID03
 RJ1056
 RJ1056  HORZ ORDER  -  FIRST
 RJ1056
 RJ1056.The horizontal coordinates were established by classical geodetic methods
 RJ1056.and adjusted by the National Geodetic Survey in February 1997..
 RJ1056
 RJ1056.The orthometric height was scaled from a topographic map.
 RJ1056
 RJ1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1056
 RJ1056.The geoid height was determined by GEOID03.
 RJ1056
 RJ1056;                    North         East     Units Scale Factor Converg.
 RJ1056;SPC MI N     -   189,607.740 8,200,526.966   MT  0.99990745   +1 53 14.1
 RJ1056;SPC MI N     -   622,072.64 26,904,616.03   iFT  0.99990745   +1 53 14.1
 RJ1056;UTM  16      - 5,148,424.239   700,498.111   MT  1.00009416   +1 53 36.1
 RJ1056
 RJ1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1056!SPC MI N     -   0.99996732  x   0.99990745  =   0.99987477
 RJ1056!UTM  16      -   0.99996732  x   1.00009416  =   1.00006148
 RJ1056
 RJ1056:                Primary Azimuth Mark                     Grid Az
 RJ1056:SPC MI N     -  IROQUOIS USLS 1893                       272 05 40.0
 RJ1056:UTM  16      -  IROQUOIS USLS 1893                       272 05 18.0
 RJ1056
 RJ1056|---------------------------------------------------------------------|
 RJ1056| PID    Reference Object                     Distance      Geod. Az  |
 RJ1056|                                                           dddmmss.s |
 RJ1056| RJ1099 IROQUOIS USLS 1893                  APPROX.20.7 KM 2735854.1 |
 RJ1056|---------------------------------------------------------------------|
 RJ1056
 RJ1056                          SUPERSEDED SURVEY CONTROL
 RJ1056
 RJ1056  NAD 83(1986)-  46 27 34.46029(N)    084 23 20.11100(W) AD(       ) 1
 RJ1056  NAD 27      -  46 27 34.38500(N)    084 23 19.96600(W) AD(       ) 1
 RJ1056
 RJ1056.Superseded values are not recommended for survey control.
 RJ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1056.See file dsdata.txt to determine how the superseded data were derived.
 RJ1056
 RJ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0049848424(NAD 83)
 RJ1056_MARKER: Z = SEE DESCRIPTION
 RJ1056_SETTING: 0 = UNSPECIFIED SETTING
 RJ1056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1056
 RJ1056  HISTORY     - Date     Condition        Report By
 RJ1056  HISTORY     - 1893     MONUMENTED       USLS
 RJ1056  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1056
 RJ1056                          STATION DESCRIPTION
 RJ1056
 RJ1056'DESCRIBED BY US LAKE SURVEY 1893
 RJ1056'IN NE 1/4 NE 1/4 SEC. 23, T 47 N., R. 1 W., ON SUMMIT OF RIDGE.  MARK
 RJ1056'IS INTERSECTION OF CROSSLINES ON
 RJ1056'3/4-INCH BRASS ROD SET IN STONE BLOCK WITH LETTERS U.S.
 RJ1056'ON TOP, 3.3 FEET BELOW SURFACE OF
 RJ1056'GROUND.  REFERENCE MARKS ARE FOUR FIELD
 RJ1056'STONES, WITH CROSS AND LETTERS U.S. ON TOP, EACH 50
 RJ1056'FEET FROM STATION.
 RJ1056'ONE IS IN LINE WITH ST. MARYS CATHOLIC CHURCH, SAULT STE. MARIE,
 RJ1056'OTHERS ARE
 RJ1056'RESPECTIVELY 90 DEG., 180 DEG., AND 270 DEG. FROM THIS LINE.
 RJ1056
 RJ1056                          STATION RECOVERY (1949)
 RJ1056
 RJ1056'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1056'A PRIMARY STATION, IS IN CHIPPEWA COUNTY, MICHIGAN
 RJ1056'IN THE NE 1/4 OF
 RJ1056'THE NE 1/4 OF SECTION 23, T 47 N, R 1 W, ABOUT 1/4
 RJ1056'MILE SOUTH OF SAULT STE. MARIE CITY
 RJ1056'LIMITS, ABOUT 3/4 MILE WEST OF
 RJ1056'HIGHWAY U.S.-2, ABOUT 1000 FEET SOUTH OF A LARGE
 RJ1056'ACTIVE GRAVEL PIT,
 RJ1056'ABOUT 500 FEET NORTH OF A SMALL INACTIVE GRAVEL PIT, ON TOP OF A
 RJ1056'GRAVEL RIDGE,
 RJ1056'ABOUT 250 FEET EAST OF A NORTH-SOUTH ROAD, 49.94 FEET
 RJ1056'S 43 DEG. 15 MIN. W (TRUE) OF
 RJ1056'REFERENCE NO. 1 (DESCRIBED BELOW), 49.97 FEET
 RJ1056'N 46 DEG. 45 MIN. W (TRUE) OF REFERENCE NO. 2
 RJ1056'(DESCRIBED BELOW), 50.04 FEET
 RJ1056'N 43 DEG. 15 MIN. E (TRUE) OF REFERENCE NO. 3 (DESCRIBED BELOW),
 RJ1056'49.92 FEET S 46 DEG. 45
 RJ1056'MIN. E (TRUE) OF REFERENCE NO. 4 (DESCRIBED BELOW), MARKED AT
 RJ1056'THE SURFACE BY A 7 INCH
 RJ1056'DIAMETER CEDAR POST, WITH A THREE-SIDED
 RJ1056'POINTED TOP, INSCRIBED WITH A 5 INCH
 RJ1056'TRIANGLE AND THE LETTERS USLS,
 RJ1056'PROJECTING 4 FEET ABOVE GROUND, AND 3 FEET BELOW THE
 RJ1056'GROUND SURFACE
 RJ1056'BY CROSSED LINES IN TOP OF A 3/8 INCH DIAMETER BRASS ROD, PROJECTING
 RJ1056'ABOUT 1/2 INCH
 RJ1056'ABOVE THE SURFACE OF AND SET IN AN 18 INCH BY 18 INCH BY 4 INCH CUT
 RJ1056'STONE MONUMENT, INSCRIBED U.S.
 RJ1056'
 RJ1056'REFERENCE NO. 1, (1893), IS NEARLY ON LINE BETWEEN THE STATION
 RJ1056'AND ST. MARYS R.C.
 RJ1056'CHURCH SPIRE, AT ABOUT THE SAME ELEVATION AS THE
 RJ1056'GROUND AT THE STATION, BEING THE
 RJ1056'HIGHEST POINT OF A BROKEN SANDSTONE
 RJ1056'ROCK.
 RJ1056'
 RJ1056'REFERENCE NO. 2, (1893), IS ON A LINE PERPENDICULAR TO THAT BETWEEN
 RJ1056'REFERENCE NO. 1
 RJ1056'AND THE STATION, AT ABOUT THE SAME ELEVATION
 RJ1056'AS THE GROUND AT THE STATION,
 RJ1056'BEING A CROSS BETWEEN THE LETTERS, U.S.,
 RJ1056'CUT IN THE TOP OF A ROUGHLY 1 BY 2 FOOT
 RJ1056'LIMESTONE BOULDER, PROJECTING
 RJ1056'ABOUT 3/4 FOOT ABOVE THE GROUND.
 RJ1056'
 RJ1056'REFERENCE NO. 3, (1893), IS IN LINE WITH REFERENCE NO. 1 AND
 RJ1056'THE STATION, AT
 RJ1056'ABOUT THE SAME ELEVATION AS THE GROUND AT THE STATION,
 RJ1056'BEING A CROSS BETWEEN THE LETTERS,
 RJ1056'U.S., CUT IN THE TOP OF A ROUGHLY
 RJ1056'1 FOOT SQUARE PYRAMIDAL GRANITE BOULDER, JUST EAST OF
 RJ1056'THE HIGH POINT,
 RJ1056'PROJECTING 3/4 FOOT ABOVE THE GROUND.
 RJ1056'
 RJ1056'REFERENCE NO. 4, (1893), IS IN LINE WITH REFERENCE NO. 2 AND
 RJ1056'THE STATION, AT
 RJ1056'ABOUT THE SAME ELEVATION AS THE GROUND AT THE STATION,
 RJ1056'BEING A CROSS CUT IN TOP OF AND 1
 RJ1056'INCH FROM THE EAST EDGE OF A 10
 RJ1056'INCH SQUARE RED SANDSTONE BOULDER WITH THE LETTERS,
 RJ1056'U.S., CUT IN
 RJ1056'FACE TOWARD THE STATION, PROJECTING ABOUT 3/4 FOOT ABOVE THE GROUND.
 RJ1056'
 RJ1056'TO REACH THE REFERENCES AND THE STATION PROCEED, FROM THE JUNCTION
 RJ1056'OF HIGHWAYS U.S.-2
 RJ1056'AND M-129 IN SAULT STE. MARIE, SOUTHWEST
 RJ1056'ALONG U.S.-2 1.5 MILES TO A ROAD
 RJ1056'ALONG SOUTH CITY LIMITS, THENCE
 RJ1056'WEST 0.8 MILES TO A ROAD SOUTH ALONG WEST EDGE OF A
 RJ1056'GRAVEL PIT, THENCE
 RJ1056'SOUTH 1/4 MILE TO A WOODS EAST OF THE ROAD THENCE EAST 250 FEET
 RJ1056'THROUGH THE WOODS TO
 RJ1056'THE HIGHEST POINT OF THE RIDGE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0768 ***********************************************************************
 QK0768  DESIGNATION -  LARKS
 QK0768  PID         -  QK0768
 QK0768  STATE/COUNTY-  MI/EMMET
 QK0768  USGS QUAD   -  
 QK0768
 QK0768                         *CURRENT SURVEY CONTROL
 QK0768  ___________________________________________________________________
 QK0768* NAD 83(1994)-  45 35 09.82350(N)    084 56 06.81030(W)     ADJUSTED  
 QK0768* NAVD 88     -       228.     (meters)     748.     (feet)  SCALED    
 QK0768  ___________________________________________________________________
 QK0768  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 QK0768  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QK0768
 QK0768  HORZ ORDER  -  SECOND
 QK0768
 QK0768.The horizontal coordinates were established by classical geodetic methods
 QK0768.and adjusted by the National Geodetic Survey in February 1997..
 QK0768
 QK0768.The orthometric height was scaled from a topographic map.
 QK0768
 QK0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0768
 QK0768.The geoid height was determined by GEOID03.
 QK0768
 QK0768;                    North         East     Units Scale Factor Converg.
 QK0768;SPC MI C     -   252,336.649 5,955,631.769   MT  0.99997565   -0 24 05.9
 QK0768;SPC MI C     -   827,876.15 19,539,474.31   iFT  0.99997565   -0 24 05.9
 QK0768;UTM  16      - 5,050,131.324   661,067.654   MT  0.99991896   +1 28 30.7
 QK0768
 QK0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0768!SPC MI C     -   0.99996978  x   0.99997565  =   0.99994543
 QK0768!UTM  16      -   0.99996978  x   0.99991896  =   0.99988874
 QK0768
 QK0768:                Primary Azimuth Mark                     Grid Az
 QK0768:SPC MI C     -  LARKS AZ MK                              002 18 45.5
 QK0768:UTM  16      -  LARKS AZ MK                              000 26 08.9
 QK0768
 QK0768|---------------------------------------------------------------------|
 QK0768| PID    Reference Object                     Distance      Geod. Az  |
 QK0768|                                                           dddmmss.s |
 QK0768| CH1325 LARKS AZ MK                                        0015439.6 |
 QK0768| CH1326 LARKS RM 1                           20.127 METERS 09036     |
 QK0768| QK0764 PELLSTON LOOKOUT TOWER              APPROX. 7.9 KM 1323617.5 |
 QK0768| QK0769 TT 26 USGS 1956                      12.372 METERS 17950     |
 QK0768|---------------------------------------------------------------------|
 QK0768
 QK0768                          SUPERSEDED SURVEY CONTROL
 QK0768
 QK0768  NAD 83(1986)-  45 35 09.81811(N)    084 56 06.81035(W) AD(       ) 2
 QK0768  NAD 27      -  45 35 09.77800(N)    084 56 06.60400(W) AD(       ) 2
 QK0768
 QK0768.Superseded values are not recommended for survey control.
 QK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0768.See file dsdata.txt to determine how the superseded data were derived.
 QK0768
 QK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR6106850131(NAD 83)
 QK0768_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0768
 QK0768  HISTORY     - Date     Condition        Report By
 QK0768  HISTORY     - 1956     MONUMENTED       CGS
 QK0768
 QK0768                          STATION DESCRIPTION
 QK0768
 QK0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0768'THE STATION IS ABOUT 13 MILES NORTH OF HARBOR SPRINGS, ABOUT 8 MILES
 QK0768'NORTHWEST OF PELLSTON AND
 QK0768'ABOUT 3/4 MILE SOUTH OF THE SOUTH EDGE OF LARKS LAKE, ON HIGHWAY
 QK0768'PROPERTY.  IT IS 34 FEET WEST OF THE
 QK0768'CENTERLINE OF A GRAVEL ROAD, 4 FEET SOUTH OF A WHITE WITNESS
 QK0768'POST AND 113 FEET NORTH OF A POWER LINE POLE
 QK0768'AND IN A FENCE LINE.  THE MARK PROJECTS 2
 QK0768'INCHES AND THE DISK IS STAMPED LARKS 1956.
 QK0768'
 QK0768'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PELLSTON, GO NORTH ON
 QK0768'U.S. HIGHWAY 31 FOR 2.9 MILES
 QK0768'TO A GRAVEL CROSSROAD.  TURN LEFT AND GO WEST ON GRAVEL ROAD FOR
 QK0768'4.4 MILES TO A GRAVEL CROSSROAD.
 QK0768'CONTINUE WEST ON GRAVEL ROAD FOR 3.0 MILES TO A
 QK0768'GRAVEL CROSSROAD AND A CHURCH ON THE LEFT.  TURN
 QK0768'LEFT AND GO SOUTH ON GRAVEL ROAD FOR
 QK0768'0.3 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH ON GRAVEL
 QK0768'ROAD FOR 0.25 MILE TO THE MARK ON
 QK0768'THE RIGHT.
 QK0768'
 QK0768'REFERENCE MARK 1 IS 32 FEET EAST OF THE CENTERLINE OF THE GRAVEL ROAD
 QK0768'AND 6 INCHES WEST OF A FENCE.
 QK0768'THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED LARKS NO 1 1956.
 QK0768'
 QK0768'TT 26 (USGS) IS 34 FEET WEST OF THE CENTERLINE OF THE GRAVEL ROAD, 72
 QK0768'FEET NORTH OF A POWER LINE
 QK0768'POLE AND IN A FENCE LINE.  THE MARK IS A STANDARD U.S. GEOLOGICAL
 QK0768'SURVEY BENCH MARK DISK SET IN THE
 QK0768'TOP OF A 7 BY 7 INCH CONCRETE POST AND PROJECTS 5 INCHES.
 QK0768'THE DISK IS STAMPED TT 26 DM 1956.
 QK0768'
 QK0768'THE AZIMUTH MARK IS 29 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0768'2 FEET SOUTH OF A WHITE
 QK0768'WITNESS POST, 6 INCHES WEST OF A FENCE AND 13 FEET SOUTH OF AN 8 INCH
 QK0768'ELM TREE.  THE MARK PROJECTS 5
 QK0768'INCHES AND THE DISK IS STAMPED LARKS 1956.
 QK0768'
 QK0768'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0515 ***********************************************************************
 RK0515  DESIGNATION -  LARSON
 RK0515  PID         -  RK0515
 RK0515  STATE/COUNTY-  MI/MARQUETTE
 RK0515  USGS QUAD   -  SWIMMING HOLE CREEK (1989)
 RK0515
 RK0515                         *CURRENT SURVEY CONTROL
 RK0515  ___________________________________________________________________
 RK0515* NAD 83(1994)-  46 04 17.54272(N)    087 18 12.54571(W)     ADJUSTED  
 RK0515* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 RK0515  ___________________________________________________________________
 RK0515  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 RK0515  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 RK0515
 RK0515  HORZ ORDER  -  THIRD
 RK0515
 RK0515.The horizontal coordinates were established by classical geodetic methods
 RK0515.and adjusted by the National Geodetic Survey in February 1997..
 RK0515
 RK0515.The orthometric height was scaled from a topographic map.
 RK0515
 RK0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0515
 RK0515.The geoid height was determined by GEOID03.
 RK0515
 RK0515;                    North         East     Units Scale Factor Converg.
 RK0515;SPC MI N     -   143,221.319 7,976,523.549   MT  0.99990976   -0 13 09.7
 RK0515;SPC MI N     -   469,886.22 26,169,696.68   iFT  0.99990976   -0 13 09.7
 RK0515;UTM  16      - 5,102,040.852   476,530.768   MT  0.99960677   -0 13 06.9
 RK0515
 RK0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0515!SPC MI N     -   0.99995620  x   0.99990976  =   0.99986596
 RK0515!UTM  16      -   0.99995620  x   0.99960677  =   0.99956299
 RK0515
 RK0515|---------------------------------------------------------------------|
 RK0515| PID    Reference Object                     Distance      Geod. Az  |
 RK0515|                                                           dddmmss.s |
 RK0515| CJ3201 LARSON RM 1                          25.793 METERS 21715     |
 RK0515| CJ3200 LARSON AZ MK                                       2740532.1 |
 RK0515| RK0514 TT 161 S USGS 1955                   36.559 METERS 34458     |
 RK0515|---------------------------------------------------------------------|
 RK0515
 RK0515                          SUPERSEDED SURVEY CONTROL
 RK0515
 RK0515  NAD 83(1986)-  46 04 17.53909(N)    087 18 12.54220(W) AD(       ) 3
 RK0515  NAD 27      -  46 04 17.70400(N)    087 18 12.04100(W) AD(       ) 3
 RK0515
 RK0515.Superseded values are not recommended for survey control.
 RK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0515.See file dsdata.txt to determine how the superseded data were derived.
 RK0515
 RK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7653102041(NAD 83)
 RK0515_MARKER: DS = TRIANGULATION STATION DISK
 RK0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0515
 RK0515  HISTORY     - Date     Condition        Report By
 RK0515  HISTORY     - 1955     MONUMENTED       CGS
 RK0515  HISTORY     - 1958     GOOD             CGS
 RK0515
 RK0515                          STATION DESCRIPTION
 RK0515
 RK0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0515'STATION IS LOCATED ABOUT 6.5 MILES WEST OF ROCK, ABOUT 3 MILES WEST
 RK0515'OF THE DELTA-MARQUETTE COUNTY LINE, ABOUT 2 MILES EAST OF THE
 RK0515'ESCANABA RIVER ON THE SOUTH SIDE OF A GRAVEL ROAD AND AT POINT WHERE
 RK0515'A SIDE ROAD GOES TO THE LEFT.  IT IS IN SECTION 3, T. 42N., R. 24
 RK0515'W. AND ON LAND OWNED BY MR. LES LARSON WHO RUNS A GROCERY STORE IN
 RK0515'ROCK.
 RK0515'
 RK0515'TO REACH THE STATION FROM THE CROSS STREETS ON STATE HIGHWAY 35 IN
 RK0515'ROCK GO WEST ON DELTA COUNTY ROAD 529, BLACKTOP ROAD, FOR 3.35 MILES
 RK0515'TO WHERE COUNTY ROAD 529 TURNS TO THE LEFT, CONTINUE WEST ON
 RK0515'BLACKTOP ROAD FOR 0.5 MILE TO THE END OF BLACKTOP, CONTINUE WEST ON
 RK0515'GRAVEL ROAD FOR 1 MILE TO A SIDE ROAD RIGHT AND THE EWING TOWNSHIP
 RK0515'HALL ON THE RIGHT, CONTINUE WEST ON GRAVEL ROAD FOR 2 MILES TO A
 RK0515'HOUSE ON THE RIGHT AND A SIDE ROAD LEFT, TURN LEFT ON GRAVEL
 RK0515'ROAD AND GO SOUTH FOR APPROXIMATELY 100 FEET TO THE STATION ON LEFT.
 RK0515'(FROM SIDE ROAD LEFT JUST NORTH OF STATION GO WEST ON GRAVEL ROAD
 RK0515'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.)
 RK0515'
 RK0515'THE STATION MARK, A STANDARD DISK STAMPED, LARSON 1955, IS SET IN
 RK0515'THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 94
 RK0515'FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 49 FEET EAST OF THE CENTER
 RK0515'OF A GRAVEL ROAD AND 18 FEET EAST OF A BEECH TREE WITH A TRIANGLE
 RK0515'BLAZE ON THE SOUTH SIDE OF THE TREE.
 RK0515'
 RK0515'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED, LARSON NO 1 1955, IS
 RK0515'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT
 RK0515'IS 35 FEET WEST OF THE CENTER OF A GRAVEL ROAD.
 RK0515'
 RK0515'USGS BENCH MARK, A STANDARD DISK STAMPED, TT 161 S RESET 1932 1934,
 RK0515'IS SET IN THE TOP OF A SQUARE 6 INCH CONCRETE MONUMENT WHICH
 RK0515'PROJECTS 3 INCHES.  IT IS 93 FEET EAST OF A POWER LINE POLE WITH
 RK0515'B.M. PAINTED ON THE SOUTH SIDE OF POLE, 60 FEET WEST OF THE CENTER
 RK0515'OF A DRIVEWAY, 25 FEET NORTH OF THE CENTER OF A GRAVEL ROAD AND 3
 RK0515'FEET SOUTH OF AN EAST-WEST FENCE LINE.
 RK0515'
 RK0515'AZIMUTH MARK, A STANDARD DISK STAMPED, LARSON 1955, IS SET IN THE
 RK0515'TOP OF A CONCRETE MONUMENT WHICH PROJECTS 5 INCHES.  IT IS 36 FEET
 RK0515'NORTH OF THE CENTER OF A GRAVEL ROAD, 8 FEET NORTH OF A FENCE
 RK0515'CORNER 1.5 FEET NORTH OF A WHITE WITNESS POST, 1 FOOT EAST OF AN
 RK0515'EAST-WEST FENCE LINE AND AT THE SOUTHWEST CORNER OF A CULTIVATED
 RK0515'FIELD.
 RK0515'
 RK0515'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AND WILL TAKE
 RK0515'CONSIDERABLE AMOUNT OF CLEARING TO BE MADE SO.
 RK0515'
 RK0515'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0515
 RK0515                          STATION RECOVERY (1958)
 RK0515
 RK0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 RK0515'STATION RECOVERED IN GOOD CONDITION.
 RK0515'
 RK0515'THE STATION IS LOCATED 6.5 MILES WEST OF ROCK, NEAR CORNER SECS. 33,
 RK0515'34, 3 AND 4, TPS. 42 AND 43 N, R 24 W.  100 FEET SOUTH, 100 FEET
 RK0515'EAST, AND 0.6 FOOT LOWER THAN ROAD FORK SE.  85 FEET NE OF LARSON RM
 RK0515'NO 1 1955.  IN CONCRETE POST, A STANDARD TABLET STAMPED LARSON
 RK0515'1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0511 ***********************************************************************
 RK0511  DESIGNATION -  LATHROP TV RELAY MAST
 RK0511  PID         -  RK0511
 RK0511  STATE/COUNTY-  MI/DELTA
 RK0511  USGS QUAD   -  MC FARLAND (1985)
 RK0511
 RK0511                         *CURRENT SURVEY CONTROL
 RK0511  ___________________________________________________________________
 RK0511* NAD 83(1994)-  46 08 56.69901(N)    087 13 28.94776(W)     ADJUSTED  
 RK0511* NAVD 88     -                                                        
 RK0511  ___________________________________________________________________
 RK0511  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 RK0511  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 RK0511
 RK0511  HORZ ORDER  -  THIRD
 RK0511
 RK0511.The horizontal coordinates were established by classical geodetic methods
 RK0511.and adjusted by the National Geodetic Survey in February 1997..
 RK0511
 RK0511
 RK0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0511
 RK0511.The geoid height was determined by GEOID03.
 RK0511
 RK0511;                    North         East     Units Scale Factor Converg.
 RK0511;SPC MI N     -   151,819.404 7,982,641.869   MT  0.99990565   -0 09 44.7
 RK0511;SPC MI N     -   498,095.16 26,189,769.91   iFT  0.99990565   -0 09 44.7
 RK0511;UTM  16      - 5,110,636.398   482,647.153   MT  0.99960370   -0 09 43.4
 RK0511
 RK0511                          SUPERSEDED SURVEY CONTROL
 RK0511
 RK0511  NAD 83(1986)-  46 08 56.69463(N)    087 13 28.94450(W) AD(       ) 4
 RK0511  NAD 27      -  46 08 56.86800(N)    087 13 28.43900(W) AD(       ) 3
 RK0511
 RK0511.Superseded values are not recommended for survey control.
 RK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0511.See file dsdata.txt to determine how the superseded data were derived.
 RK0511
 RK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS8264710636(NAD 83)
 RK0511_MARKER: 42 = RADIO/TV MAST
 RK0511
 RK0511  HISTORY     - Date     Condition        Report By
 RK0511  HISTORY     - 1956     FIRST OBSERVED   CGS
 RK0511  HISTORY     - 1990     GOOD             USPSQD
 RK0511  HISTORY     - 19910606 GOOD             USPSQD
 RK0511  HISTORY     - 20020713 GOOD             USPSQD
 RK0511
 RK0511                          STATION DESCRIPTION
 RK0511
 RK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0511'THE STATION IS ABOUT 3/4 MILE SOUTH OF THE MARQUETTE-DELTA COUNTY
 RK0511'LINE, AND 500 YARDS WEST OF STATE ROUTE M-35, AT THE VILLAGE OF
 RK0511'LATHROP.
 RK0511'
 RK0511'THE MAST IS A TELEVISION RELAY STATION FROM GREEN BAY TO MARQUETTE.
 RK0511'IT IS A GUYED, SLENDER STEEL STRUCTURE ABOUT 235 FEET HIGH, AND HAS
 RK0511'TWO METAL REFLECTORS AT THE TOP.  THE FLASHING RED LIGHT AT THE TOP
 RK0511'AND CENTER OF MAST WAS THE POINT OBSERVED.
 RK0511
 RK0511                          STATION RECOVERY (1990)
 RK0511
 RK0511'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0511'RECOVERED IN GOOD CONDITION.
 RK0511
 RK0511                          STATION RECOVERY (1991)
 RK0511
 RK0511'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 RK0511'RECOVERED IN GOOD CONDITION.
 RK0511
 RK0511                          STATION RECOVERY (2002)
 RK0511
 RK0511'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 RK0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH9229 ***********************************************************************
 AH9229  DESIGNATION -  LAUNCH SITE
 AH9229  PID         -  AH9229
 AH9229  STATE/COUNTY-  MI/ALCONA
 AH9229  USGS QUAD   -  HARRISVILLE (1989)
 AH9229
 AH9229                         *CURRENT SURVEY CONTROL
 AH9229  ___________________________________________________________________
 AH9229* NAD 83(1997)-  44 39 40.97791(N)    083 17 08.65806(W)     ADJUSTED  
 AH9229* NAVD 88     -       177.6    (meters)     583.     (feet)  GPS OBS   
 AH9229  ___________________________________________________________________
 AH9229  X           -     531,301.027 (meters)                     COMP
 AH9229  Y           -  -4,513,055.158 (meters)                     COMP
 AH9229  Z           -   4,460,761.121 (meters)                     COMP
 AH9229  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AH9229  ELLIP HEIGHT-         141.73  (meters)          (07/12/02) GPS OBS
 AH9229  GEOID HEIGHT-         -35.83  (meters)                     GEOID03
 AH9229
 AH9229  HORZ ORDER  -  A
 AH9229  ELLP ORDER  -  THIRD     CLASS II
 AH9229
 AH9229.The horizontal coordinates were established by GPS observations
 AH9229.and adjusted by the National Geodetic Survey in May 1999..
 AH9229
 AH9229.The orthometric height was determined by GPS observations and a
 AH9229.high-resolution geoid model.
 AH9229
 AH9229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9229
 AH9229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH9229
 AH9229.The ellipsoidal height was determined by GPS observations
 AH9229.and is referenced to NAD 83.
 AH9229
 AH9229.The geoid height was determined by GEOID03.
 AH9229
 AH9229;                    North         East     Units Scale Factor Converg.
 AH9229;SPC MI C     -   149,996.191 6,085,719.291   MT  0.99992475   +0 45 48.9
 AH9229;SPC MI C     -   492,113.49 19,966,270.64   iFT  0.99992475   +0 45 48.9
 AH9229;UTM  17      - 4,947,876.848   318,790.273   MT  1.00000382   -1 36 25.6
 AH9229
 AH9229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9229!SPC MI C     -   0.99997778  x   0.99992475  =   0.99990253
 AH9229!UTM  17      -   0.99997778  x   1.00000382  =   0.99998160
 AH9229
 AH9229                          SUPERSEDED SURVEY CONTROL
 AH9229
 AH9229  ELLIP H (05/25/99)  141.71   (m)                       GP(       ) 3 1
 AH9229
 AH9229.Superseded values are not recommended for survey control.
 AH9229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9229.See file dsdata.txt to determine how the superseded data were derived.
 AH9229
 AH9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK1879047877(NAD 83)
 AH9229_MARKER: DH = HORIZONTAL CONTROL DISK
 AH9229_SETTING: 66 = SET IN ROCK OUTCROP
 AH9229_STAMPING: DNR LAUNCH SITE 1997
 AH9229_MARK LOGO: NGS   
 AH9229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH9229+STABILITY: POSITION/ELEVATION WELL
 AH9229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9229+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 AH9229
 AH9229  HISTORY     - Date     Condition        Report By
 AH9229  HISTORY     - 1997     MONUMENTED       NGS
 AH9229  HISTORY     - 20050715 GOOD             USPSQD
 AH9229
 AH9229                          STATION DESCRIPTION
 AH9229
 AH9229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JED)
 AH9229'THE STATION IS LOCATED IN HARRISVILLE, MI., AT THE HARRISVILLE BOAT
 AH9229'ACCESS SITE OPERATED BY THE DEPT.  OF NATURAL RESOURCES.
 AH9229'EAST-SOUTHEAST OF THE LOWER LEVEL ASPHALT PARKING LOTS NORTHEAST
 AH9229'CORNER, WEST OF A WITNESS POST AT THE WEST-SOUTHWEST EDGE OF A SAND
 AH9229'DUNE, JUST SOUTH OF A FOOT PATH TO LAKE HURON, SET IN A DRILL HOLE IN
 AH9229'A 2X4-FOOT AREA OF EXPOSED BEDROCK.  OWNERSHIP--STATE OF MICHIGAN.
 AH9229'NOTE--CONTACT D.N.R.  PARKS AND RECREATION SUPERVISOR MARK BUCHINGER
 AH9229'(24-HOURS) IN ADVANCE WITH NOTICE OF OBSERVATION SCHEDULE FOR ACCESS,
 AH9229'(LOCKED GATE AT NIGHT).  NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL
 AH9229'GREAT LAKES DATUM POINTS).  TO REACH THE STATION FROM THE JUNCTION OF
 AH9229'U.S.  HIGHWAY 23 AND STATE HIGHWAY 72 NEAR THE CENTER OF HARRISVILLE,
 AH9229'GO EAST, 0.45 KM (0.25 MI) ALONG HIGHWAY 72 (E.  MAIN ST.) TO (N LAKE
 AH9229'ST) ON THE LEFT AND (S HURON AVE) ON THE RIGHT.  TURN LEFT, NORTH,
 AH9229'0.45 KM (0.25 MI) ALONG NORTH LAKE STREET TO THE HARRISVILLE ACCESS
 AH9229'SITE ON THE RIGHT.  TURN RIGHT, EAST, 0.16 KM (0.10 MI) ALONG THE
 AH9229'ENTRANCE ROAD TO THE LOWER PARKING LOT AND BOAT LAUNCH.  GO NORTH,
 AH9229'0.08 KM (0.05 MI) TO THE NORTHEAST CORNER OF THE PARKING LOT AND A
 AH9229'FOOT PATH ON THE RIGHT.  TURN RIGHT, EAST, FOR ABOUT 76.0 M (249.3 FT)
 AH9229'CROSSING CONCRETE CURB BLOCKS (HIT AT AN ANGLE) AND ALONG A FOOT PATH
 AH9229'TO THE STATION ON THE RIGHT, JUST SOUTH OF THE FOOT PATH.  STATION IS
 AH9229'76.1 M (249.7 FT) EAST OF THE PARKING LOT SIDEWALKS EAST EDGE, 18.5 M
 AH9229'(60.7 FT) SOUTH OF A SAND/GRASS AREA EDGE, 16.6 M (54.5 FT) WEST OF A
 AH9229'WITNESS POST, 1.7 M (5.6 FT) SOUTH OF A FOOT PATH CENTER, AND THE
 AH9229'STATION IS ABOUT LEVEL WITH THE FOOT PATH AND RECESSED ABOUT 0.1 M
 AH9229'(0.3 FT) BELOW THE TOP OF THE ROCK.  BY R.G.  HAYES
 AH9229
 AH9229                          STATION RECOVERY (2005)
 AH9229
 AH9229'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 AH9229'RECOVERED IN GOOD CONDITION, BUT THE WITNESS POST IS MISSING.  IN ITS
 AH9229'PLACE IS A ONE INCH SQUARE STAKE PAINTED ORANGE FOR EASY FINDING.  THE
 AH9229'SITE IS 60 FT SOUTH, SOUTHWEST OF THE ONLY TREE ALONG A SPLIT RAIL
 AH9229'FENCE THAT RUNS EAST AND WEST, SEPARATING PRIVATE LAND FROM PUBLIC
 AH9229'LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1191 ***********************************************************************
 RJ1191  DESIGNATION -  LAUREL
 RJ1191  PID         -  RJ1191
 RJ1191  STATE/COUNTY-  MI/LUCE
 RJ1191  USGS QUAD   -  GIMLET CREEK (1973)
 RJ1191
 RJ1191                         *CURRENT SURVEY CONTROL
 RJ1191  ___________________________________________________________________
 RJ1191* NAD 83(1994)-  46 25 10.88384(N)    085 19 11.31277(W)     ADJUSTED  
 RJ1191* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 RJ1191  ___________________________________________________________________
 RJ1191  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 RJ1191  GEOID HEIGHT-         -35.63  (meters)                     GEOID03
 RJ1191
 RJ1191  HORZ ORDER  -  FIRST
 RJ1191
 RJ1191.The horizontal coordinates were established by classical geodetic methods
 RJ1191.and adjusted by the National Geodetic Survey in February 1997..
 RJ1191
 RJ1191.The orthometric height was scaled from a topographic map.
 RJ1191
 RJ1191.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1191
 RJ1191.The geoid height was determined by GEOID03.
 RJ1191
 RJ1191;                    North         East     Units Scale Factor Converg.
 RJ1191;SPC MI N     -   183,240.422 8,129,143.714   MT  0.99990558   +1 12 51.9
 RJ1191;SPC MI N     -   601,182.49 26,670,419.01   iFT  0.99990558   +1 12 51.9
 RJ1191;UTM  16      - 5,142,051.223   629,113.024   MT  0.99980491   +1 13 02.3
 RJ1191
 RJ1191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1191!SPC MI N     -   0.99996498  x   0.99990558  =   0.99987057
 RJ1191!UTM  16      -   0.99996498  x   0.99980491  =   0.99976990
 RJ1191
 RJ1191|---------------------------------------------------------------------|
 RJ1191| PID    Reference Object                     Distance      Geod. Az  |
 RJ1191|                                                           dddmmss.s |
 RJ1191| CH1327 LAUREL RM 1                          27.906 METERS 04136     |
 RJ1191| CH1328 LAUREL RM 2                          30.748 METERS 16003     |
 RJ1191| RJ1205 NEWBERRY STATE HOSPITAL STACK       APPROX.17.2 KM 2340231.1 |
 RJ1191| RJ1204 NEWBERRY STATE HOSPITAL TANK        APPROX.17.3 KM 2341634.8 |
 RJ1191| RJ1201 NEWBERRY PENTLAND TOWNSHIP TK       APPROX.17.9 KM 2345248.7 |
 RJ1191| RJ1206 NEWBERRY RADIO KAX 330 MAST         APPROX.17.8 KM 2370953.1 |
 RJ1191| RJ1207 NEWBERRY LOOKOUT TOWER              APPROX.18.1 KM 2373626.5 |
 RJ1191| RJ0483 NEWBERRY                            APPROX.17.5 KM 2373948.3 |
 RJ1191| RJ1208 NEWBERRY RAD KQA 298 KQA 710        APPROX.18.1 KM 2374106.5 |
 RJ1191| RJ1203 NEWBERRY MUNICIPAL TANK             APPROX.16.2 KM 2422846.2 |
 RJ1191|---------------------------------------------------------------------|
 RJ1191
 RJ1191                          SUPERSEDED SURVEY CONTROL
 RJ1191
 RJ1191  NAD 83(1986)-  46 25 10.87756(N)    085 19 11.31002(W) AD(       ) 1
 RJ1191  NAD 27      -  46 25 10.85200(N)    085 19 10.93597(W) AD(       ) 1
 RJ1191
 RJ1191.Superseded values are not recommended for survey control.
 RJ1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1191.See file dsdata.txt to determine how the superseded data were derived.
 RJ1191
 RJ1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS2911342051(NAD 83)
 RJ1191_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1191_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1191
 RJ1191  HISTORY     - Date     Condition        Report By
 RJ1191  HISTORY     - 1965     MONUMENTED       CGS
 RJ1191  HISTORY     - 1973     SEE DESCRIPTION  USGS
 RJ1191
 RJ1191                          STATION DESCRIPTION
 RJ1191
 RJ1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1191'STATION IS ABOUT 11-1/2 MILES NORTHEAST OF NEWBERRY, 9-1/2 MILES
 RJ1191'NORTHWEST OF
 RJ1191'HULBERT, 8-1/2 MILES NORTH OF STATE HIGHWAY 28, ON A TIMBER
 RJ1191'COVERED RIDGE, AND ON PROPERTY
 RJ1191'OWNED BY THE GOODMAN LAND AND LUMBER
 RJ1191'COMPANY.
 RJ1191'
 RJ1191'TO REACH THE STATION FROM THE RAILROAD DEPOT IN NEWBERRY, GO NORTH
 RJ1191'ON STATE HIGHWAY
 RJ1191'123 FOR 4.3 MILES TO A SIDE ROAD LEFT.  (COUNTY ROUTE
 RJ1191'407) CONTINUE NORTH ON STATE
 RJ1191'HIGHWAY 123 FOR 2.4 MILES TO WHERE THE
 RJ1191'HIGHWAY CROSSES AUGER CREEK.  CONTINUE NORTH ON
 RJ1191'STATE HIGHWAY 123 FOR 0.55
 RJ1191'MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EASTERLY ON SKYLINE
 RJ1191'ROAD FOR 5.85 MILES
 RJ1191'TO A SIDE ROAD RIGHT AT SIGN CHARCOAL GRADE NORTH ROAD.
 RJ1191'CONTINUE NORTHEASTERLY ON A SAND
 RJ1191'ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.
 RJ1191'CONTINUE NORTHEASTERLY ON THE SAND ROAD FOR 0.8
 RJ1191'MILE TO A Y-FORK.  TAKE
 RJ1191'THE RIGHT FORK AND GO EASTERLY ON A SAND ROAD FOR 1.65 MILES TO A
 RJ1191'Y-FORK.  TAKE THE RIGHT
 RJ1191'FORK AND GO SOUTHWESTERLY ON A SAND ROAD FOR 0.85 MILE TO
 RJ1191'A Y-FORK.  TAKE THE RIGHT FORK
 RJ1191'AND GO SOUTHWESTERLY ON A SAND ROAD FOR 0.65
 RJ1191'MILE TO THE STATION ON THE RIGHT.
 RJ1191'
 RJ1191'STATION MARKS ARE STANDARD DISKS STAMPED LAUREL 1965.  THE SURFACE
 RJ1191'DISK IS SET IN A
 RJ1191'ROUND CONCRETE MONUMENT WHICH PROJECTS 6 INCHES.  IT IS
 RJ1191'30 FEET NORTHWEST OF A 8-INCH ASPEN
 RJ1191'TREE WITH A TRIANGLE BLAZE ON THE
 RJ1191'NORTH SIDE, 26 FEET WEST OF THE CENTER OF A SAND ROAD
 RJ1191'AND 6 FEET SOUTHWEST OF
 RJ1191'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 RJ1191'MASS OF CONCRETE 33
 RJ1191'INCHES BELOW THE GROUND SURFACE.
 RJ1191'
 RJ1191'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LAUREL NO 1 1965, IS
 RJ1191'SET IN A ROUND
 RJ1191'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 18 FEET
 RJ1191'EAST OF THE CENTER OF THE SAND
 RJ1191'ROAD, 15 FEET SOUTHWEST OF A 5-INCH MAPLE
 RJ1191'TREE AND 2 FEET WEST OF A METAL WITNESS POST.
 RJ1191'
 RJ1191'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LAUREL NO 2 1965, IS
 RJ1191'SET IN A ROUND
 RJ1191'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 17 FEET
 RJ1191'EAST OF THE CENTER OF THE SAND
 RJ1191'ROAD AND 1.5 FEET NORTHWEST OF A METAL
 RJ1191'WITNESS POST.
 RJ1191'
 RJ1191'NO AZIMUTH MARK SET AT THIS TIME.
 RJ1191'
 RJ1191'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RJ1191
 RJ1191                          STATION RECOVERY (1973)
 RJ1191
 RJ1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JDS)
 RJ1191'ALL SURFACE MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 RJ1191'ANGLES AND
 RJ1191'DISTANCES MEASURED O.K.
 RJ1191'ORIGINAL DESCRIPTION
 RJ1191'ADEQUATE.
 RJ1191'
 RJ1191'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED 11-1/2
 RJ1191'MILES NE OF NEWBERRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0654 ***********************************************************************
 NE0654  DESIGNATION -  LAVIGNE USLS
 NE0654  PID         -  NE0654
 NE0654  STATE/COUNTY-  MI/WAYNE
 NE0654  USGS QUAD   -  ROCKWOOD (1981)
 NE0654
 NE0654                         *CURRENT SURVEY CONTROL
 NE0654  ___________________________________________________________________
 NE0654* NAD 83(1986)-  42 03 13.     (N)    083 12 44.     (W)     SCALED    
 NE0654* NAVD 88     -       175.949  (meters)     577.26   (feet)  ADJUSTED  
 NE0654  ___________________________________________________________________
 NE0654  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 NE0654  DYNAMIC HT  -         175.889 (meters)     577.06  (feet)  COMP
 NE0654  MODELED GRAV-     980,279.0   (mgal)                       NAVD 88
 NE0654
 NE0654  VERT ORDER  -  FIRST     CLASS 0
 NE0654
 NE0654.The horizontal coordinates were scaled from a topographic map and have
 NE0654.an estimated accuracy of +/- 6 seconds.
 NE0654
 NE0654.The orthometric height was determined by differential leveling
 NE0654.and adjusted by the National Geodetic Survey in June 1991..
 NE0654
 NE0654.The geoid height was determined by GEOID03.
 NE0654
 NE0654.The dynamic height is computed by dividing the NAVD 88
 NE0654.geopotential number by the normal gravity value computed on the
 NE0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0654.degrees latitude (g = 980.6199 gals.).
 NE0654
 NE0654.The modeled gravity was interpolated from observed gravity values.
 NE0654
 NE0654;                    North         East    Units  Estimated Accuracy
 NE0654;SPC MI S     -    62,150.    4,095,560.      MT  (+/- 180 meters Scaled)
 NE0654
 NE0654                          SUPERSEDED SURVEY CONTROL
 NE0654
 NE0654  NGVD 29 (??/??/92)  176.121  (m)          577.82   (f) ADJ UNCH    1 0
 NE0654
 NE0654.Superseded values are not recommended for survey control.
 NE0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0654.See file dsdata.txt to determine how the superseded data were derived.
 NE0654
 NE0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG169580(NAD 83)
 NE0654_MARKER: Z = SEE DESCRIPTION
 NE0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0654_SP_SET: STEEL ROD
 NE0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0654
 NE0654  HISTORY     - Date     Condition        Report By
 NE0654  HISTORY     - 1969     MONUMENTED       USLS
 NE0654  HISTORY     - 1970     GOOD             USLS
 NE0654  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0654
 NE0654                          STATION DESCRIPTION
 NE0654
 NE0654'DESCRIBED BY US LAKE SURVEY 1970
 NE0654'AT EAST ROCKWOOD.
 NE0654'LAVIGNE IS AT EAST ROCKWOOD, WAYNE COUNTY, MICHIGAN, ABOUT
 NE0654'200 FEET NORTH OF CENTERLINE OF LEE RD., 59.3 FEET SOUTHEAST OF
 NE0654'A UTILITY POLE, 30.0 FEET SOUTHWEST OF NORTHWEST CORNER OF THE
 NE0654'DWELLING AT NO. 84869 WEST JEFFERSON, 19.3 FEET SOUTHEAST OF A
 NE0654'FLAGPOLE, 1.9 FEET NORTHWEST OF NORTHWEST CORNER OF BOTTOM STEP
 NE0654'OF DWELLING, 1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0654'POINT ON TOP OF A 5/8-INCH COPPER-COATED STEEL ROD, 13-1/2 FEET
 NE0654'LONG.  NOTE-- PREV. DESIG. BM LAVIGNE 1969.
 NE0654
 NE0654                          STATION RECOVERY (1980)
 NE0654
 NE0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0654'NOT RECOVERED, POSSIBILITY MARK INTACK, WOULD HAVE TO DIG UP NEW
 NE0654'FILLED LAWN TO AN UNKNOWN DEPTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0933 ***********************************************************************
 OJ0933  DESIGNATION -  LAW
 OJ0933  PID         -  OJ0933
 OJ0933  STATE/COUNTY-  MI/LAPEER
 OJ0933  USGS QUAD   -  CLIFFORD (1963)
 OJ0933
 OJ0933                         *CURRENT SURVEY CONTROL
 OJ0933  ___________________________________________________________________
 OJ0933* NAD 83(1994)-  43 15 34.18122(N)    083 12 10.09866(W)     ADJUSTED  
 OJ0933* NAVD 88     -       263.     (meters)     863.     (feet)  SCALED    
 OJ0933  ___________________________________________________________________
 OJ0933  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 OJ0933  GEOID HEIGHT-         -34.17  (meters)                     GEOID03
 OJ0933
 OJ0933  HORZ ORDER  -  FIRST
 OJ0933
 OJ0933.The horizontal coordinates were established by classical geodetic methods
 OJ0933.and adjusted by the National Geodetic Survey in February 1997..
 OJ0933
 OJ0933.The orthometric height was scaled from a topographic map.
 OJ0933
 OJ0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0933
 OJ0933.The geoid height was determined by GEOID03.
 OJ0933
 OJ0933;                    North         East     Units Scale Factor Converg.
 OJ0933;SPC MI S     -   196,095.931 4,094,492.249   MT  0.99992820   +0 47 31.4
 OJ0933;SPC MI S     -   643,359.35 13,433,373.52   iFT  0.99992820   +0 47 31.4
 OJ0933;UTM  17      - 4,791,987.858   321,207.657   MT  0.99999324   -1 30 36.0
 OJ0933
 OJ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0933!SPC MI S     -   0.99996414  x   0.99992820  =   0.99989234
 OJ0933!UTM  17      -   0.99996414  x   0.99999324  =   0.99995738
 OJ0933
 OJ0933:                Primary Azimuth Mark                     Grid Az
 OJ0933:SPC MI S     -  CLIFFORD MUNICIPAL TANK                  016 01 47.7
 OJ0933:UTM  17      -  CLIFFORD MUNICIPAL TANK                  018 19 55.1
 OJ0933
 OJ0933|---------------------------------------------------------------------|
 OJ0933| PID    Reference Object                     Distance      Geod. Az  |
 OJ0933|                                                           dddmmss.s |
 OJ0933| OJ0932 CLIFFORD MUNICIPAL TANK             APPROX. 6.8 KM 0164919.1 |
 OJ0933| CH0374 LAW AZ MK 2                                        1203431.1 |
 OJ0933| CH0373 LAW AZ MK                                          1234610.9 |
 OJ0933| OJ0969 NORTH BRANCH MUNICIPAL TANK         APPROX. 3.5 KM 1574802.5 |
 OJ0933| CH0375 LAW RM 1                             20.819 METERS 17736     |
 OJ0933| CH0377 LAW RM 3                              4.844 METERS 18003     |
 OJ0933| CH0376 LAW RM 2                             23.895 METERS 35944     |
 OJ0933|---------------------------------------------------------------------|
 OJ0933
 OJ0933                          SUPERSEDED SURVEY CONTROL
 OJ0933
 OJ0933  NAD 83(1986)-  43 15 34.17455(N)    083 12 10.13245(W) AD(       ) 1
 OJ0933  NAD 27      -  43 15 34.08111(N)    083 12 10.32692(W) AD(       ) 1
 OJ0933
 OJ0933.Superseded values are not recommended for survey control.
 OJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0933.See file dsdata.txt to determine how the superseded data were derived.
 OJ0933
 OJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH2120891988(NAD 83)
 OJ0933_MARKER: DS = TRIANGULATION STATION DISK
 OJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0933
 OJ0933  HISTORY     - Date     Condition        Report By
 OJ0933  HISTORY     - 1943     MONUMENTED       CGS
 OJ0933  HISTORY     - 1957     GOOD             CGS
 OJ0933  HISTORY     - 1973     GOOD             LOCENG
 OJ0933  HISTORY     - 1976     GOOD             NGS
 OJ0933  HISTORY     - 1980     GOOD             MIDH
 OJ0933  HISTORY     - 19970524 GOOD             USPSQD
 OJ0933
 OJ0933                          STATION DESCRIPTION
 OJ0933
 OJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 OJ0933'THE STATION IS LOCATED ABOUT 2.5 MILES NNW OF THE SMALL VILLAGE OF
 OJ0933'NORTH BRANCH, ON LAND OWNED BY JOHN
 OJ0933'C. LAW, 122 FEET S OF THE NE CORNER FENCEPOST OF AN
 OJ0933'APPLE ORCHARD, 4.5 FEET SSW OF A
 OJ0933'REFERENCE POST, 3 FEET W OF A
 OJ0933'N-S FENCELINE.  STAMPED LAW 1943.
 OJ0933'
 OJ0933'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 OJ0933'DISKS SET IN CONCRETE.
 OJ0933'
 OJ0933'REFERENCE MARK 1 IS 68.37 FEET S OF THE STATION, 30 FEET E
 OJ0933'OF A
 OJ0933'POWER-TRANSMISSION LINE POLE GO-37, 2 FEET W OF A N-S FENCE-
 OJ0933'LINE.  THE MARK IS
 OJ0933'ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION
 OJ0933'MARK.  STAMPED LAW NO 1 1943.
 OJ0933'
 OJ0933'REFERENCE MARK 2 IS 78.41 FEET N OF THE STATION, 44 FEET S
 OJ0933'OF THE NE CORNER
 OJ0933'FENCEPOST OF AN APPLE ORCHARD, 1 FOOT W OF A N-S
 OJ0933'FENCELINE.  STAMPED LAW NO 2 1943.
 OJ0933'
 OJ0933'THE AZIMUTH MARK IS 0.25 MILE ESE OF THE STATION, 31 FEET E
 OJ0933'OF THE CENTER LINE
 OJ0933'OF STATE HIGHWAY 38, 4.6 FEET N OF A REFERENCE
 OJ0933'POST, 1 FOOT W OF A N-S FENCELINE.
 OJ0933'STAMPED LAW 1943.
 OJ0933'
 OJ0933'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 90
 OJ0933'AND 38 IN THE
 OJ0933'SMALL VILLAGE OF NORTH BRANCH, GO N ON STATE HIGHWAY
 OJ0933'38 FOR 1.95 MILES TO THE AZIMUTH
 OJ0933'MARK AS DESCRIBED.  CONTINUE
 OJ0933'STRAIGHT AHEAD FOR 0.15 MILE TO THE JUNCTION OF LAW
 OJ0933'ROAD, GO 0.35
 OJ0933'MILE TO LAW FARMHOUSE, GO LEFT INTO DRIVE AND CONTINUE S 0.1 MILE
 OJ0933'TO ORCHARD GATE,
 OJ0933'AND GO E FOR 0.2 MILE TO THE STATION AS DESCRIBED.
 OJ0933'
 OJ0933'HEIGHT OF LIGHT ABOVE STATION MARK-26 METERS.
 OJ0933
 OJ0933                          STATION RECOVERY (1957)
 OJ0933
 OJ0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OJ0933'THE STATION MARK, REFERENCE MARKS 1 AND
 OJ0933'2, AND THE AZIMUTH
 OJ0933'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 OJ0933'A DIFFERENCE OF 0.06 FT. SHORTER IN
 OJ0933'THE DISTANCE, AND A
 OJ0933'DIFFERENCE OF 21 SECONDS WAS FOUND IN THE DIRECTION TO
 OJ0933'REFERENCE
 OJ0933'MARK 1.  A DIFFERENCE OF 0.03 FT. SHORTER IN THE DISTANCE, AND A
 OJ0933'DIFFERENCE OF 40
 OJ0933'SECONDS WAS FOUND IN THE DIRECTION TO REFERENCE
 OJ0933'MARK 2.  THE APPROXIMATE DISTANCE
 OJ0933'TO THE AZIMUTH MARK IS 0.35 MI.,
 OJ0933'A DIFFERENCE OF 1.6 SECONDS WAS FOUND IN THE
 OJ0933'DIRECTION TO THE
 OJ0933'AZIMUTH MARK.  THE PROPERTY IS NOW OWNED BY MR. JOSEPH W. LAW,
 OJ0933'WHO LIVES
 OJ0933'ABOUT 0.35 MI. TO THE W (SECOND HOUSE).  THE OLD DESCRIPTION
 OJ0933'IS ADEQUATE WITH THE
 OJ0933'FOLLOWING ADDITIONS- THE STATION
 OJ0933'IS 144 FT. S OF THE CENTERLINE OF LAW
 OJ0933'ROAD.  REFERENCE MARK 2 IS
 OJ0933'66 FT. S OF THE CENTERLINE OF LAW ROAD.
 OJ0933'
 OJ0933'A COMPLETE NEW DESCRIPTION TO REACH THE STATION FOLLOWS-
 OJ0933'
 OJ0933'TO REACH THE STATION FROM THE JUNCTION OF HURON STREET AND
 OJ0933'THE RAILROAD
 OJ0933'CROSSING (IN THE E EDGE OF NORTH BRANCH), GO W ON
 OJ0933'HURON STREET FOR 0.45 MI. TO
 OJ0933'JEFFERSON ROAD.  TURN RIGHT AND GO
 OJ0933'N ON JEFFERSON ROAD FOR 1.9 MI. TO THE AZIMUTH
 OJ0933'MARK ON THE RIGHT.
 OJ0933'CONTINUE N ON JEFFERSON ROAD FOR 0.2 MI. TO LAW ROAD ON THE LEFT.
 OJ0933'TURN LEFT AND
 OJ0933'GO W ON LAW ROAD FOR 0.3 MI. TO THE STATION ON THE
 OJ0933'LEFT.
 OJ0933'
 OJ0933'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 OJ0933
 OJ0933                          STATION RECOVERY (1973)
 OJ0933
 OJ0933'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (EB)
 OJ0933'RECOVERED BY COMMONWEALTH ASSOCI. INC.
 OJ0933'
 OJ0933'LAW 1943 MARK RECOVERED AS DESCRIBED, CONDITION-GOOD
 OJ0933'NO. 1 AND NO. 2
 OJ0933'MARK RECOVERED AS DESCRIBED, CONDITION-GOOD
 OJ0933'LAW 1943 (AZ) REMAINS OF CONC. FND
 OJ0933'IN NEW ROAD BANK CUT, NO MARK FOUND
 OJ0933'
 OJ0933'MARK ACCESSIBLE YES PROPERTY OWNER CONTACTED YES
 OJ0933'
 OJ0933'MR. GRIFFIN WHO LIVES ALONG JEFFERSON RD. BY AZIMUTH MARK POINTED OUT
 OJ0933'WHERE MARK FORMERLY WAS.
 OJ0933'HE ASSURED US THAT THE MARK WAS DESTROYED WHEN THE
 OJ0933'COUNTY WIDENED JEFFERSON RD.
 OJ0933
 OJ0933                          STATION RECOVERY (1976)
 OJ0933
 OJ0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OJ0933'THE STATION MARK, REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.
 OJ0933'THE AZIMUTH MARK WAS FOUND CRUMBLED, THE DISK WAS NOT RECOVERED.
 OJ0933'REFERENCE MARK 1 WAS OBSTRUCTED BY A POWER POLE AND REFERENCE MARK
 OJ0933'3 WAS SET AT THIS TIME.  A NEW AZIMUTH MARK WAS SET ALSO.  THE
 OJ0933'STATION IS ON PROPERTY OWNED BY MR. JOHN W. LAW.  THE 1957 TO
 OJ0933'REACH IS ADEQUATE AND COMPLETE.  THE DESCRIPTION IS ADEQUATE WITH
 OJ0933'THE FOLLOWING ADDITIONS--
 OJ0933'
 OJ0933'REFERENCE MARK 3 IS 41 FEET NORTH OF A POWER POLE, 2 FEET WEST
 OJ0933'OF A FENCE AND 0.5 FOOT EAST OF A METAL WITNESS POST.  THE MARK
 OJ0933'IS A STANDARD ALUMINUM MARK WITH 3-MAGNETS ATTACHED.  THE DISK IS
 OJ0933'STAMPED LAW 1943 NO 3 1976.
 OJ0933'
 OJ0933'THE AZIMUTH MARK 29 FEET EAST OF THE CENTERLINE OF JEFFERSON ROAD,
 OJ0933'1 FOOT NORTH OF A METAL WITNESS POST.  THE MONUMENT PROJECTS
 OJ0933'2-INCHES AND THE DISK STAMPED LAW 1976.
 OJ0933'
 OJ0933'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON LAW ROAD
 OJ0933'FOR 0.3 MILE TO THE JUNCTION WITH JEFFERSON ROAD.  TURN RIGHT AND GO
 OJ0933'SOUTH ON JEFFERSON ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 OJ0933'LEFT AS DESCRIBED.
 OJ0933'
 OJ0933'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 OJ0933'NORTH-NORTHWEST OF NORTH BRANCH.
 OJ0933
 OJ0933                          STATION RECOVERY (1980)
 OJ0933
 OJ0933'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 OJ0933'THE STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION,
 OJ0933'REFERENCE MARK 3 (1976) AND THE AZIMUTH MARK (1976) WERE ALSO FOUND IN
 OJ0933'GOOD CONDITION THE TO REACH IS ADEQUATE.  THE DIRECTIONS AND DISTANCES
 OJ0933'WERE NOT MEASURED.  REFERENCE MARK 2 COULD NOT BE LOCATED.
 OJ0933
 OJ0933                          STATION RECOVERY (1997)
 OJ0933
 OJ0933'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1337 ***********************************************************************
 RJ1337  DESIGNATION -  LEAD PLUG SLC+007
 RJ1337  PID         -  RJ1337
 RJ1337  STATE/COUNTY-  MI/CHIPPEWA
 RJ1337  USGS QUAD   -  BARBEAU (1975)
 RJ1337
 RJ1337                         *CURRENT SURVEY CONTROL
 RJ1337  ___________________________________________________________________
 RJ1337* NAD 83(1994)-  46 30 04.10934(N)    084 22 28.55794(W)     ADJUSTED  
 RJ1337* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 RJ1337  ___________________________________________________________________
 RJ1337  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 RJ1337  GEOID HEIGHT-         -36.61  (meters)                     GEOID03
 RJ1337
 RJ1337  HORZ ORDER  -  SECOND
 RJ1337
 RJ1337.The horizontal coordinates were established by classical geodetic methods
 RJ1337.and adjusted by the National Geodetic Survey in February 1997..
 RJ1337
 RJ1337.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1337
 RJ1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1337
 RJ1337.The geoid height was determined by GEOID03.
 RJ1337
 RJ1337;                    North         East     Units Scale Factor Converg.
 RJ1337;SPC MI N     -   194,261.727 8,201,473.346   MT  0.99990992   +1 53 51.4
 RJ1337;SPC MI N     -   637,341.62 26,907,720.95   iFT  0.99990992   +1 53 51.4
 RJ1337;UTM  16      - 5,153,079.212   701,444.118   MT  1.00009883   +1 54 18.3
 RJ1337
 RJ1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1337!SPC MI N     -   0.99997679  x   0.99990992  =   0.99988671
 RJ1337!UTM  16      -   0.99997679  x   1.00009883  =   1.00007562
 RJ1337
 RJ1337                          SUPERSEDED SURVEY CONTROL
 RJ1337
 RJ1337  NAD 83(1986)-  46 30 04.10128(N)    084 22 28.55609(W) AD(       ) 2
 RJ1337  NGVD 29 (05/22/90)  184.6    (m)          606.     (f) VERT ANG       
 RJ1337
 RJ1337.Superseded values are not recommended for survey control.
 RJ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1337.See file dsdata.txt to determine how the superseded data were derived.
 RJ1337
 RJ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0144453079(NAD 83)
 RJ1337_MARKER: DS = TRIANGULATION STATION DISK
 RJ1337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1337+STABILITY: SURFACE MOTION
 RJ1337
 RJ1337  HISTORY     - Date     Condition        Report By
 RJ1337  HISTORY     - 1988     MONUMENTED       USE
 RJ1337
 RJ1337                          STATION DESCRIPTION
 RJ1337
 RJ1337'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1337'THE STATION IS LOCATED ON THE SOUTHWEST PIER EXTENSION OF THE
 RJ1337'AMERICAN LOCKS IN SAULT STE MARIE MI, OWNERSHIP---UNITED STATES
 RJ1337'CORPS OF ENGINEERS.
 RJ1337'
 RJ1337'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1337'WEST FOR 1.0 KM (0.65 MI) ON RIDGE STREET TO MERIDIAN STREET, TURN
 RJ1337'LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON MERIDIAN STREET TO THE
 RJ1337'INTERSECTION OF MERIDIAN STREET AND SOUTH STREET, TURN RIGHT AND GO
 RJ1337'WEST FOR 1.0 KM (0.6 MI) ON A GRAVEL ROAD TO ASHMUN BAY BOAT LAUNCH.
 RJ1337'TRAVEL BY BOAT AROUND ASHMUN BAY TO THE END OF THE SOUTHWEST PIER
 RJ1337'EXTENSION WHERE THE STATION IS LOCATED.
 RJ1337'
 RJ1337'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---
 RJ1337'SLC+007 1988--- THAT IS SET INTO A CONCRETE DIKE WALL, LOCATED
 RJ1337'1.2 METERS (3.94 FT) FROM WATER AND 10.5 METERS (34.38 FT) FROM
 RJ1337'LIGHT.
 RJ1337'
 RJ1337'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1682 ***********************************************************************
 NF1682  CBN         -  This is a Cooperative Base Network Control Station.
 NF1682  PACS        -  This is a Primary Airport Control Station.
 NF1682  DESIGNATION -  LEDGEPORT
 NF1682  PID         -  NF1682
 NF1682  STATE/COUNTY-  MI/CLINTON
 NF1682  USGS QUAD   -  WACOUSTA (1973)
 NF1682
 NF1682                         *CURRENT SURVEY CONTROL
 NF1682  ___________________________________________________________________
 NF1682* NAD 83(1994)-  42 46 31.13485(N)    084 43 56.41584(W)     ADJUSTED  
 NF1682* NAVD 88     -       253.71   (meters)     832.4    (feet)  GPS OBS   
 NF1682  ___________________________________________________________________
 NF1682  X           -     430,499.816 (meters)                     COMP
 NF1682  Y           -  -4,669,298.307 (meters)                     COMP
 NF1682  Z           -   4,309,363.023 (meters)                     COMP
 NF1682  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 NF1682  ELLIP HEIGHT-         220.05  (meters)          (07/12/02) GPS OBS
 NF1682  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1682
 NF1682  HORZ ORDER  -  B
 NF1682  ELLP ORDER  -  FOURTH    CLASS II
 NF1682
 NF1682.This mark is at Abrams Municipal Airport (4D0)
 NF1682
 NF1682.The horizontal coordinates were established by GPS observations
 NF1682.and adjusted by the National Geodetic Survey in September 1995..
 NF1682
 NF1682.The orthometric height was determined by GPS observations and a
 NF1682.high-resolution geoid model.
 NF1682
 NF1682.GPS derived orthometric heights for airport stations designated as
 NF1682.PACS or SACS are published to 2 decimal places.  This maintains
 NF1682.centimeter relative accuracy between the PACS and SACS.  It does
 NF1682.not indicate centimeter accuracy relative to other marks which are
 NF1682.part of the NAVD 88 network.
 NF1682
 NF1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1682
 NF1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1682
 NF1682.The ellipsoidal height was determined by GPS observations
 NF1682.and is referenced to NAD 83.
 NF1682
 NF1682.The geoid height was determined by GEOID03.
 NF1682
 NF1682;                    North         East     Units Scale Factor Converg.
 NF1682;SPC MI S     -   141,723.494 3,970,077.239   MT  0.99990870   -0 14 55.9
 NF1682;SPC MI S     -   464,972.09 13,025,187.79   iFT  0.99990870   -0 14 55.9
 NF1682;UTM  16      - 4,738,358.216   685,509.303   MT  1.00002340   +1 32 25.7
 NF1682
 NF1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1682!SPC MI S     -   0.99996549  x   0.99990870  =   0.99987419
 NF1682!UTM  16      -   0.99996549  x   1.00002340  =   0.99998889
 NF1682
 NF1682:                Primary Azimuth Mark                     Grid Az
 NF1682:SPC MI S     -  LEDGEPORT AZ MK                          085 42 44.4
 NF1682:UTM  16      -  LEDGEPORT AZ MK                          083 55 22.8
 NF1682
 NF1682|---------------------------------------------------------------------|
 NF1682| PID    Reference Object                     Distance      Geod. Az  |
 NF1682|                                                           dddmmss.s |
 NF1682| NF1683 LEDGEPORT AZ MK                     APPROX. 0.7 KM 0852748.5 |
 NF1682|---------------------------------------------------------------------|
 NF1682
 NF1682                          SUPERSEDED SURVEY CONTROL
 NF1682
 NF1682  ELLIP H (09/20/95)  220.08   (m)                       GP(       ) 1 2
 NF1682  NAD 83(1986)-  42 46 31.13294(N)    084 43 56.43264(W) AD(       ) 1
 NF1682  NAD 83(1986)-  42 46 31.12145(N)    084 43 56.44023(W) AD(       ) 3
 NF1682  NGVD 29 (03/27/91)  254.9    (m)          836.     (f) GPS OBS        
 NF1682
 NF1682.Superseded values are not recommended for survey control.
 NF1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1682.See file dsdata.txt to determine how the superseded data were derived.
 NF1682
 NF1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8550938358(NAD 83)
 NF1682_MARKER: I = METAL ROD
 NF1682_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1682_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1682_STAMPING: LEDGEPORT 1989
 NF1682_MARK LOGO: NGS   
 NF1682_PROJECTION: FLUSH
 NF1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1682+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1991
 NF1682_ROD/PIPE-DEPTH: 8.8  meters
 NF1682_SLEEVE-DEPTH  : 1.0 meters
 NF1682
 NF1682  HISTORY     - Date     Condition        Report By
 NF1682  HISTORY     - 1989     MONUMENTED       NGS
 NF1682  HISTORY     - 19910715 GOOD             NGS
 NF1682  HISTORY     - 19940715 GOOD             NGS
 NF1682
 NF1682                          STATION DESCRIPTION
 NF1682
 NF1682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1682'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH-NORTHEAST OF GRAND
 NF1682'LEDGE, AT THE GRAND LEDGE ABRAMS MUNICIPAL AIRPORT, IN THE SOUTHEAST
 NF1682'ANGLE OF THE JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.
 NF1682'OWNERSHIP---CITY OF GRAND LEDGE, C/O AIRPORT MANAGER RONALD LEE, 200
 NF1682'EAST JEFFERSON, GRAND LEDGE MI 48837.  PHONE IS (517) 627-2149 OR
 NF1682'(517) 627-2149.
 NF1682'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 100 IN
 NF1682'SOUTHEAST GRAND LEDGE, GO NORTHERLY FOR 4.1 KM (2.55 MI) ON HIGHWAY
 NF1682'100 TO A GRAVEL DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 NF1682'(0.05 MI) ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE SOUTH OF THE
 NF1682'AIRPORT OFFICE, TO A GATE.  CONTINUE EAST THEN NORTH FOR 0.1 KM
 NF1682'(0.05 MI), PASSING THROUGH THE GATE, ON A TAXIWAY TO AN APRON.  TURN
 NF1682'RIGHT AND GO NORTHEAST FOR 60 METERS ACROSS THE APRON TO A TAXIWAY.
 NF1682'TURN RIGHT AND GO EAST THEN NORTH FOR 0.2 KM (0.10 MI) ON THE
 NF1682'CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO EAST FOR 0.3 KM
 NF1682'(0.20 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST A
 NF1682'CONNECTING TAXIWAY RIGHT
 NF1682'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1682'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 8.8 METERS IN A GREASE
 NF1682'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1682'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1682'23.5 M (77.1 FT) EAST-SOUTHEAST FROM THE JUNCTION OF THE SOUTH EDGE OF
 NF1682'THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 15.9 M (52.2 FT)
 NF1682'EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY AND 8.0 M (26.2 FT)
 NF1682'SOUTH FROM THE SOUTH EDGE OF THE RUNWAY.
 NF1682'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1682'NOTE-CALL IN ADVANCE GATE IS LOCKED.
 NF1682'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1682
 NF1682                          STATION RECOVERY (1991)
 NF1682
 NF1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1682'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTH-NORTHEAST OF GRAND
 NF1682'LEDGE, AT THE GRAND LEDGE/ABRAMS MUNICIPAL AIRPORT, IN THE SOUTHEAST
 NF1682'ANGLE OF THE JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.
 NF1682'OWNERSHIP---CITY OF GRAND LEDGE, C/O AIRPORT MANAGER RONALD LEE, 200
 NF1682'EAST JEFFERSON, GRAND LEDGE, MI. 48837. PHONE IS (517) 627-2149 OR
 NF1682'627-2149.
 NF1682'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 100 IN
 NF1682'SOUTHEAST GRAND LEDGE, GO NORTHERLY FOR 4.1 KM (2.5 MI) ON HIGHWAY
 NF1682'100 TO A GRAVEL DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 NF1682'(0.1 MI) ON THE AIRPORT ENTRANCE DRIVE PASSING TO THE SOUTH OF THE
 NF1682'AIRPORT OFFICE TO A GATE.  CONTINUE EAST THEN NORTH FOR 0.1 KM
 NF1682'(0.1 MI) PASSING THROUGH THE GATE ON A TAXIWAY TO AN APRON.  TURN
 NF1682'RIGHT AND GO NORTHEAST FOR 60 METERS ACROSS THE APRON TO A TAXIWAY.
 NF1682'TURN RIGHT AND GO EAST THEN NORTH FOR 0.2 KM (0.1 MI) ON THE
 NF1682'CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO EAST FOR 0.3 KM
 NF1682'(0.2 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST A
 NF1682'CONNECTING TAXIWAY RIGHT
 NF1682'LOCATED 23.5 M (77.1 FT) EAST-SOUTHEAST FROM THE JUNCTION OF THE SOUTH
 NF1682'EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 15.9 M
 NF1682'(52.2 FT) EAST FROM THE EAST EDGE OF THE CONNECTING TAXIWAY AND 8.0 M
 NF1682'(26.2 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY.
 NF1682
 NF1682                          STATION RECOVERY (1994)
 NF1682
 NF1682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF1682'NOTE--CALL IN ADVANCE (517) 627-2149 TO MAKE ARRANGEMENTS TO GET ONTO
 NF1682'AIRPORT PROPERTY.  THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI)
 NF1682'NORTH-NORTHEAST OF GRAND LEDGE, AT THE GRAND LEDGE/ABRAMS MUNICIPAL
 NF1682'AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE RUNWAY AND A
 NF1682'CONNECTING TAXIWAY.  OWNERSHIP--CITY OF GRAND LEDGE, C/O AIRPORT
 NF1682'MANAGER DAVE RICH, 200 EAST JEFFERSON, GRAND LEDGE MI 48837, PHONE
 NF1682'(517) 627-2149.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 43 AND
 NF1682'100 IN SOUTHEAST GRAND LEDGE, GO NORTH FOR 4.1 KM (2.55 MI) ON HIGHWAY
 NF1682'100 TO A GRAVEL DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM (0.05
 NF1682'MI) ON THE AIRPORT ENTRANCE DRIVE, PASSING SOUTH OF THE AIRPORT OFFICE
 NF1682'TO A GATE.  CONTINUE EAST THEN NORTH FOR 0.1 KM (0.05 MI) PASSING
 NF1682'THROUGH THE GATE ON A TAXIWAY TO AN APRON.  TURN RIGHT AND GO
 NF1682'NORTHEAST FOR 60 M (196.8 FT) ACROSS THE APRON TO A TAXIWAY.  TURN
 NF1682'RIGHT AND GO EAST THEN NORTH FOR 0.2 KM (0.10 MI) ON THE CONNECTING
 NF1682'TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO EAST FOR 0.3 KM (0.20 MI) ON
 NF1682'THE RUNWAY TO THE STATION ON THE RIGHT JUST PAST A CONNECTING TAXIWAY
 NF1682'ON THE RIGHT.  STATION IS 23.5 M (77.1 FT) EAST-SOUTHEAST FROM THE
 NF1682'JUNCTION OF THE SOUTH EDGE OF THE RUNWAY AND THE CENTER OF A
 NF1682'CONNECTING TAXIWAY, 15.9 M (52.2 FT) EAST FROM THE EAST EDGE OF THE
 NF1682'CONNECTING TAXIWAY, AND 8.0 M (26.2 FT) SOUTH FROM THE SOUTH EDGE OF
 NF1682'THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1683 ***********************************************************************
 NF1683  DESIGNATION -  LEDGEPORT AZ MK
 NF1683  PID         -  NF1683
 NF1683  STATE/COUNTY-  MI/CLINTON
 NF1683  USGS QUAD   -  WACOUSTA (1973)
 NF1683
 NF1683                         *CURRENT SURVEY CONTROL
 NF1683  ___________________________________________________________________
 NF1683* NAD 83(1994)-  42 46 32.84451(N)    084 43 27.14841(W)     ADJUSTED  
 NF1683* NAVD 88     -       255.6    (meters)     839.     (feet)  GPS OBS   
 NF1683  ___________________________________________________________________
 NF1683  X           -     431,159.182 (meters)                     COMP
 NF1683  Y           -  -4,669,202.872 (meters)                     COMP
 NF1683  Z           -   4,309,403.025 (meters)                     COMP
 NF1683  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 NF1683  ELLIP HEIGHT-         221.93  (meters)          (07/17/02) GPS OBS
 NF1683  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF1683
 NF1683  HORZ ORDER  -  FIRST
 NF1683  ELLP ORDER  -  FOURTH    CLASS I
 NF1683
 NF1683.This mark is at Abrams Municipal Airport (4D0)
 NF1683
 NF1683.The horizontal coordinates were established by GPS observations
 NF1683.and adjusted by the National Geodetic Survey in February 1997..
 NF1683
 NF1683.The orthometric height was determined by GPS observations and a
 NF1683.high-resolution geoid model.
 NF1683
 NF1683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1683
 NF1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1683
 NF1683.The ellipsoidal height was determined by GPS observations
 NF1683.and is referenced to NAD 83.
 NF1683
 NF1683.The geoid height was determined by GEOID03.
 NF1683
 NF1683;                    North         East     Units Scale Factor Converg.
 NF1683;SPC MI S     -   141,773.388 3,970,742.722   MT  0.99990869   -0 14 35.9
 NF1683;SPC MI S     -   465,135.79 13,027,371.14   iFT  0.99990869   -0 14 35.9
 NF1683;UTM  16      - 4,738,428.873   686,172.980   MT  1.00002643   +1 32 45.6
 NF1683
 NF1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1683!SPC MI S     -   0.99996520  x   0.99990869  =   0.99987389
 NF1683!UTM  16      -   0.99996520  x   1.00002643  =   0.99999163
 NF1683
 NF1683:                Primary Azimuth Mark                     Grid Az
 NF1683:SPC MI S     -  LEDGEPORT                                265 42 44.3
 NF1683:UTM  16      -  LEDGEPORT                                263 55 22.8
 NF1683
 NF1683|---------------------------------------------------------------------|
 NF1683| PID    Reference Object                     Distance      Geod. Az  |
 NF1683|                                                           dddmmss.s |
 NF1683| NF1682 LEDGEPORT                           APPROX. 0.7 KM 2652808.4 |
 NF1683|---------------------------------------------------------------------|
 NF1683
 NF1683                          SUPERSEDED SURVEY CONTROL
 NF1683
 NF1683  ELLIP H (02/03/97)  221.95   (m)                       GP(       ) 4 1
 NF1683  NAD 83(1986)-  42 46 32.84258(N)    084 43 27.16521(W) AD(       ) 1
 NF1683  NAD 83(1986)-  42 46 32.83110(N)    084 43 27.17282(W) AD(       ) 3
 NF1683  NGVD 29 (03/27/91)  256.8    (m)          843.     (f) GPS OBS        
 NF1683
 NF1683.Superseded values are not recommended for survey control.
 NF1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1683.See file dsdata.txt to determine how the superseded data were derived.
 NF1683
 NF1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN8617338429(NAD 83)
 NF1683_MARKER: I = METAL ROD
 NF1683_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1683_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1683_STAMPING: LEDGEPORT AZ MK 1989
 NF1683_MARK LOGO: NGS   
 NF1683_PROJECTION: FLUSH
 NF1683_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1683+SATELLITE: SATELLITE OBSERVATIONS - 1989
 NF1683_ROD/PIPE-DEPTH: 11.0 meters
 NF1683_SLEEVE-DEPTH  : 1.0 meters
 NF1683
 NF1683  HISTORY     - Date     Condition        Report By
 NF1683  HISTORY     - 1989     MONUMENTED       NGS
 NF1683
 NF1683                          STATION DESCRIPTION
 NF1683
 NF1683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1683'THE STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) NORTH-NORTHEAST OF GRAND
 NF1683'LEDGE, AT THE GRAND LEDGE ABRAMS MUNICIPAL AIRPORT, ALONG THE SOUTH
 NF1683'EDGE, NEAR THE EAST END OF THE RUNWAY.  OWNERSHIP---CITY OF GRAND
 NF1683'LEDGE, C/O AIRPORT MANAGER RONALD LEE, 200 EAST JEFFERSON, GRAND LEDGE
 NF1683'MI 48837.  PHONE IS (517) 627-2149.
 NF1683'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 43 AND 100 IN
 NF1683'SOUTHEAST GRAND LEDGE, GO NORTHERLY FOR 4.1 KM (2.55 MI) ON HIGHWAY
 NF1683'100 TO A GRAVEL DRIVE RIGHT.  TURN RIGHT AND GO EAST FOR 0.1 KM
 NF1683'(0.05 MI) ON THE AIRPORT ENTRANCE DRIVE, PASSING TO THE SOUTH OF THE
 NF1683'AIRPORT OFFICE, TO A GATE.  CONTINUE EAST, THEN NORTH FOR 0.1 KM
 NF1683'(0.05 MI), PASSING THROUGH THE GATE, ON A TAXIWAY TO AN APRON.  TURN
 NF1683'RIGHT AND GO NORTHEAST FOR 60 METERS ACROSS THE APRON TO A CONNECTING
 NF1683'TAXIWAY.  TURN RIGHT AND GO EAST, THEN NORTH FOR 0.2 KM (0.10 MI) ON
 NF1683'THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO EAST FOR 1.0
 NF1683'KM (0.60 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST BEFORE THE
 NF1683'END OF THE RUNWAY.
 NF1683'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1683'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 NF1683'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1683'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1683'LOCATED 21.5 M (70.5 FT) SOUTHWEST FROM THE CENTER OF THE EAST END OF
 NF1683'THE RUNWAY, 13.4 M (44.0 FT) WEST-SOUTHWEST FROM THE SOUTHEAST CORNER
 NF1683'OF THE RUNWAY AND 6.6 M (21.7 FT) SOUTH FROM THE SOUTH EDGE OF THE
 NF1683'RUNWAY.
 NF1683'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 NF1683'NOTE-CALL IN ADVANCE GATE IS LOCKED.
 NF1683'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1421 ***********************************************************************
 NF1421  DESIGNATION -  LEE
 NF1421  PID         -  NF1421
 NF1421  STATE/COUNTY-  MI/CALHOUN
 NF1421  USGS QUAD   -  OLIVET (1980)
 NF1421
 NF1421                         *CURRENT SURVEY CONTROL
 NF1421  ___________________________________________________________________
 NF1421* NAD 83(1994)-  42 23 13.20473(N)    084 53 55.94322(W)     ADJUSTED  
 NF1421* NAVD 88     -       302.9    (meters)     994.     (feet)  VERTCON   
 NF1421  ___________________________________________________________________
 NF1421  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 NF1421  GEOID HEIGHT-         -33.88  (meters)                     GEOID03
 NF1421
 NF1421  HORZ ORDER  -  FIRST
 NF1421
 NF1421.The horizontal coordinates were established by classical geodetic methods
 NF1421.and adjusted by the National Geodetic Survey in February 1997..
 NF1421
 NF1421.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1421
 NF1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1421
 NF1421.The geoid height was determined by GEOID03.
 NF1421
 NF1421;                    North         East     Units Scale Factor Converg.
 NF1421;SPC MI S     -    98,664.664 3,956,177.199   MT  0.99994441   -0 21 43.9
 NF1421;SPC MI S     -   323,702.97 12,979,583.99   iFT  0.99994441   -0 21 43.9
 NF1421;UTM  16      - 4,694,884.365   672,955.589   MT  0.99996806   +1 25 00.5
 NF1421
 NF1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1421!SPC MI S     -   0.99995781  x   0.99994441  =   0.99990223
 NF1421!UTM  16      -   0.99995781  x   0.99996806  =   0.99992587
 NF1421
 NF1421|---------------------------------------------------------------------|
 NF1421| PID    Reference Object                     Distance      Geod. Az  |
 NF1421|                                                           dddmmss.s |
 NF1421| CH0378 LEE RM 1                             22.980 METERS 07548     |
 NF1421| NF1408 ALBION WOLVERINE CABLE TV MAST      APPROX.13.5 KM 1552412.6 |
 NF1421| NF1412 MARSHALL TRIAD CABLE TV MAST        APPROX. 8.4 KM 1965526.2 |
 NF1421| NF1425 LEE 1969 AZ MK 1976                 APPROX. 0.5 KM 2192918.6 |
 NF1421| NF1417 13001 MIDOT RM 1 1976               APPROX. 5.6 KM 2745231.9 |
 NF1421| CH0379 LEE RM 2                             21.890 METERS 28425     |
 NF1421| NF1418 OLIVET MUN TANK                     APPROX. 6.2 KM 3424351.9 |
 NF1421|---------------------------------------------------------------------|
 NF1421
 NF1421                          SUPERSEDED SURVEY CONTROL
 NF1421
 NF1421  NAD 83(1986)-  42 23 13.20315(N)    084 53 55.96092(W) AD(       ) 1
 NF1421  NAD 27      -  42 23 13.06199(N)    084 53 56.00736(W) AD(       ) 1
 NF1421  NGVD 29 (07/19/86)  303.0    (m)          994.     (f) VERT ANG       
 NF1421
 NF1421.Superseded values are not recommended for survey control.
 NF1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1421.See file dsdata.txt to determine how the superseded data were derived.
 NF1421
 NF1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7295694884(NAD 83)
 NF1421_MARKER: DS = TRIANGULATION STATION DISK
 NF1421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1421_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NF1421
 NF1421  HISTORY     - Date     Condition        Report By
 NF1421  HISTORY     - 1969     MONUMENTED       CGS
 NF1421  HISTORY     - 1970     GOOD             NGS
 NF1421  HISTORY     - 1976     GOOD             NGS
 NF1421  HISTORY     - 1981     GOOD             MIDH
 NF1421  HISTORY     - 20011124 GOOD             USPSQD
 NF1421
 NF1421                          STATION DESCRIPTION
 NF1421
 NF1421'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1421'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 16, T. 1 S.,
 NF1421'R. 5 W. AND ON
 NF1421'PROPERTY OF MR. RICHARD KORELOCK.  IT IS ABOUT 8-3/4 MILES
 NF1421'NORTH-NORTHEAST OF MARSHALL, 4
 NF1421'MILES SOUTH-SOUTHEAST OF OLIVET AND 2-1/4
 NF1421'MILES SOUTH OF THE CALHOUN-EATON COUNTY LINE.
 NF1421'
 NF1421'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 (MAIN
 NF1421'STREET) AND
 NF1421'WASHINGTON AVENUE IN OLIVET, GO SOUTH ON U.S. HIGHWAY 27 FOR
 NF1421'4.15 MILES TO A CROSSROAD.
 NF1421'TURN LEFT AND GO EAST ON T DRIVE NO. FOR 2.3
 NF1421'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 NF1421'SOUTH ON 20-1/2 MILE ROAD
 NF1421'FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 NF1421'
 NF1421'THE STATION MARK IS A STANDARD DISK STAMPED LEE 1969, SET IN THE
 NF1421'TOP OF A 12-INCH
 NF1421'CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 NF1421'ABOVE THE GROUND.  IT IS 140 FEET
 NF1421'WEST OF THE CENTER OF 20-1/2 MILE ROAD,
 NF1421'52 FEET SOUTHEAST OF A POWER LINE POLE WITH
 NF1421'TRANSFORMER, 37 FEET SOUTH
 NF1421'OF THE CENTER OF A DIRT ROAD, 19 FEET SOUTH OF A WIRE FENCE
 NF1421'AND 5 FEET SOUTH OF
 NF1421'A METAL WITNESS POST.
 NF1421'
 NF1421'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEE NO 1 1969, SET
 NF1421'IN THE TOP OF A
 NF1421'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF1421'INCHES ABOVE THE GROUND.  IT IS 65
 NF1421'FEET WEST OF THE CENTER OF 20-1/2
 NF1421'MILE ROAD, 18 FEET SOUTH OF THE CENTER OF A DIRT ROAD
 NF1421'AND 1 FOOT SOUTH OF
 NF1421'THE WIRE FENCE.
 NF1421'
 NF1421'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEE NO 2 1969, SET
 NF1421'IN THE TOP OF A
 NF1421'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 NF1421'INCHES ABOVE THE GROUND.  IT IS 26
 NF1421'FEET WEST-SOUTHWEST OF THE POWER LINE
 NF1421'POLE, 18 FEET SOUTH OF THE CENTER OF THE DIRT ROAD
 NF1421'AND 1 FOOT SOUTH OF
 NF1421'THE WIRE FENCE.
 NF1421'
 NF1421'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEE 1969, SET IN
 NF1421'THE TOP OF A
 NF1421'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 NF1421'INCHES ABOVE THE GROUND.  IT IS
 NF1421'86 FEET EAST OF THE NORTHEAST CORNER
 NF1421'OF A FRAME HOUSE, 74 FEET SOUTHWEST OF A FENCE
 NF1421'CORNER, 20 FEET EAST OF
 NF1421'THE CENTER OF 20-1/2 MILE ROAD, 1.5 FEET NORTH-NORTHEAST OF A
 NF1421'METAL WITNESS
 NF1421'POST AND 1 FOOT WEST-NORTHWEST OF A WIRE FENCE.
 NF1421'
 NF1421'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH, THEN WEST
 NF1421'AND SOUTH ON
 NF1421'20-1/2 MILE ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
 NF1421'
 NF1421'HEIGHT OF LIGHT ABOVE STATION MARK--30.2 METERS.
 NF1421
 NF1421                          STATION RECOVERY (1970)
 NF1421
 NF1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1421'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 NF1421'RECOVERED AS
 NF1421'DESCRIBED BY J.L. COOK IN 1969.  THE DISTANCES AND DIRECTIONS
 NF1421'CHECKED TO ALL THE MARKS.  THE
 NF1421'1969 DESCRIPTION IS ENTIRELY ADEQUATE.
 NF1421
 NF1421                          STATION RECOVERY (1976)
 NF1421
 NF1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1421'NO MEASUREMENT BETWEEN RMS DUE TO BRUSH AND FENCELINE IN LINE.
 NF1421'
 NF1421'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 NF1421'RECOVERED AND FOUND IN GOOD CONDITION.  A CHECK WAS MADE FOR
 NF1421'DISTANCE AND DIRECTION AND WERE FOUND ADEQUATE.  THE LOCATION AND
 NF1421'ROUTE TO THE STATION ARE ADEQUATE.
 NF1421'
 NF1421'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NF1421'
 NF1421'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 NF1421'SOUTH-SOUTHEAST OF OLIVET.
 NF1421'
 NF1421'HEIGHT OF LIGHT ABOVE STATION MARK 97.5 FEET.
 NF1421
 NF1421                          STATION RECOVERY (1981)
 NF1421
 NF1421'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (ELM)
 NF1421'STATION, REFERENCE MARKS AND AZIMUTH MARK WERE RECOVERED IN GOOD
 NF1421'CONDITION
 NF1421'
 NF1421'THE TO REACH AND DESCRIPTION ARE STILL VALID.
 NF1421
 NF1421                          STATION RECOVERY (2001)
 NF1421
 NF1421'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 NF1421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1422 ***********************************************************************
 RJ1422  DESIGNATION -  LEE
 RJ1422  PID         -  RJ1422
 RJ1422  STATE/COUNTY-  MI/CHIPPEWA
 RJ1422  USGS QUAD   -  OAK RIDGE (1976)
 RJ1422
 RJ1422                         *CURRENT SURVEY CONTROL
 RJ1422  ___________________________________________________________________
 RJ1422* NAD 83(1994)-  46 21 33.54019(N)    084 13 02.44153(W)     ADJUSTED  
 RJ1422* NAVD 88     -       178.7    (meters)     586.     (feet)  VERTCON   
 RJ1422  ___________________________________________________________________
 RJ1422  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 RJ1422  GEOID HEIGHT-         -36.59  (meters)                     GEOID03
 RJ1422
 RJ1422  HORZ ORDER  -  THIRD
 RJ1422
 RJ1422.The horizontal coordinates were established by classical geodetic methods
 RJ1422.and adjusted by the National Geodetic Survey in February 1997..
 RJ1422
 RJ1422.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1422
 RJ1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1422
 RJ1422.The geoid height was determined by GEOID03.
 RJ1422
 RJ1422;                    North         East     Units Scale Factor Converg.
 RJ1422;SPC MI N     -   178,919.358 8,214,089.497   MT  0.99990367   +2 00 40.6
 RJ1422;SPC MI N     -   587,005.77 26,949,112.52   iFT  0.99990367   +2 00 40.6
 RJ1422;UTM  16      - 5,137,734.587   714,064.546   MT  1.00016331   +2 00 52.3
 RJ1422
 RJ1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1422!SPC MI N     -   0.99997773  x   0.99990367  =   0.99988140
 RJ1422!UTM  16      -   0.99997773  x   1.00016331  =   1.00014103
 RJ1422
 RJ1422                          SUPERSEDED SURVEY CONTROL
 RJ1422
 RJ1422  NAD 83(1986)-  46 21 33.53292(N)    084 13 02.45241(W) AD(       ) 3
 RJ1422  NGVD 29 (02/08/93)  178.7    (m)          586.     (f) VERT ANG       
 RJ1422
 RJ1422.Superseded values are not recommended for survey control.
 RJ1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1422.See file dsdata.txt to determine how the superseded data were derived.
 RJ1422
 RJ1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1406537735(NAD 83)
 RJ1422_MARKER: DD = SURVEY DISK
 RJ1422_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1422+WITH SETTING: PAVEMENT
 RJ1422_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1422+STABILITY: SURFACE MOTION
 RJ1422
 RJ1422  HISTORY     - Date     Condition        Report By
 RJ1422  HISTORY     - 1987     MONUMENTED       NOS
 RJ1422
 RJ1422                          STATION DESCRIPTION
 RJ1422
 RJ1422'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1422'THE STATION IS LOCATED ON THE ST MARYS RIVER ON THE WEST
 RJ1422'NEEBISH CHANNEL ON THE PLATFORM FOR THE WEST NEEBISH CHANNEL
 RJ1422'LT 49.
 RJ1422'
 RJ1422'THE STATION CAN ONLY BE REACHED BY BOAT.
 RJ1422'
 RJ1422'THE STATION IS A NOS BRONZE DISK STAMPED---LEE 1987---,SET
 RJ1422'INTO A DRILL HOLE IN THE CONCRETE PLATFORM FLUSH WITH THE
 RJ1422'CONCRETE SURFACE.  IT IS LOCATED NORTH OF THE STEEL POLE
 RJ1422'SUPPORTING THE NAVIGATIONAL LIGHT.
 RJ1422'
 RJ1422'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 RJ1422'
 RJ1422'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1425 ***********************************************************************
 NF1425  DESIGNATION -  LEE 1969 AZ MK 1976
 NF1425  PID         -  NF1425
 NF1425  STATE/COUNTY-  MI/CALHOUN
 NF1425  USGS QUAD   -  OLIVET (1980)
 NF1425
 NF1425                         *CURRENT SURVEY CONTROL
 NF1425  ___________________________________________________________________
 NF1425* NAD 83(1994)-  42 22 59.51868(N)    084 54 11.15436(W)     ADJUSTED  
 NF1425* NAVD 88     -       293.1    (meters)     962.     (feet)  VERTCON   
 NF1425  ___________________________________________________________________
 NF1425  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 NF1425  GEOID HEIGHT-         -33.87  (meters)                     GEOID03
 NF1425
 NF1425  HORZ ORDER  -  SECOND
 NF1425
 NF1425.The horizontal coordinates were established by classical geodetic methods
 NF1425.and adjusted by the National Geodetic Survey in February 1997..
 NF1425
 NF1425.The NAVD 88 height was computed by applying the VERTCON shift value to
 NF1425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NF1425
 NF1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1425
 NF1425.The geoid height was determined by GEOID03.
 NF1425
 NF1425;                    North         East     Units Scale Factor Converg.
 NF1425;SPC MI S     -    98,244.610 3,955,826.593   MT  0.99994499   -0 21 54.2
 NF1425;SPC MI S     -   322,324.84 12,978,433.70   iFT  0.99994499   -0 21 54.2
 NF1425;UTM  16      - 4,694,453.620   672,618.185   MT  0.99996663   +1 24 49.8
 NF1425
 NF1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1425!SPC MI S     -   0.99995935  x   0.99994499  =   0.99990434
 NF1425!UTM  16      -   0.99995935  x   0.99996663  =   0.99992598
 NF1425
 NF1425:                Primary Azimuth Mark                     Grid Az
 NF1425:SPC MI S     -  LEE                                      039 51 02.6
 NF1425:UTM  16      -  LEE                                      038 04 18.6
 NF1425
 NF1425|---------------------------------------------------------------------|
 NF1425| PID    Reference Object                     Distance      Geod. Az  |
 NF1425|                                                           dddmmss.s |
 NF1425| NF1421 LEE                                 APPROX. 0.5 KM 0392908.4 |
 NF1425| NF1424 LEE 1969 AZ MK A PT 1976              6.620 METERS 35620     |
 NF1425|---------------------------------------------------------------------|
 NF1425
 NF1425                          SUPERSEDED SURVEY CONTROL
 NF1425
 NF1425  NAD 83(1986)-  42 22 59.51718(N)    084 54 11.17203(W) AD(       ) 2
 NF1425  NAD 27      -  42 22 59.37595(N)    084 54 11.21823(W) AD(       ) 2
 NF1425  NGVD 29 (07/19/86)  293.2    (m)          962.     (f) VERT ANG       
 NF1425
 NF1425.Superseded values are not recommended for survey control.
 NF1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1425.See file dsdata.txt to determine how the superseded data were derived.
 NF1425
 NF1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7261894454(NAD 83)
 NF1425_MARKER: DZ = AZIMUTH MARK DISK
 NF1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF1425+STABILITY: SURFACE MOTION
 NF1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1425+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1425
 NF1425  HISTORY     - Date     Condition        Report By
 NF1425  HISTORY     - 1976     MONUMENTED       NGS
 NF1425  HISTORY     - 20011124 GOOD             USPSQD
 NF1425  HISTORY     - 20050901 GOOD             INDIV
 NF1425
 NF1425                          STATION DESCRIPTION
 NF1425
 NF1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW)
 NF1425'STATION MARK IS A STANDARD DISK STAMPED LEE 1969, SET IN THE TOP OF
 NF1425'A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 NF1425'ABOVE THE GROUND.  IT IS 86 FEET EAST OF THE NORTHEAST CORNER OF A
 NF1425'FRAME HOUSE, 74 FEET SOUTHWEST OF A FENCE CORNER, 20 FEET EAST OF
 NF1425'THE CENTER OF 20-1/2 MILE ROAD, 1.5 FEET NORTH-NORTHEAST OF A
 NF1425'METAL WITNESS POST AND 1 FOOT WEST-NORTHWEST OF A WIRE FENCE.
 NF1425'
 NF1425'TO REACH THE STATION MARK FROM STATION LEE, GO SOUTH, THEN WEST AND
 NF1425'SOUTH ON 20-1/2 MILE ROAD FOR 0.45 MILE TO THE MARK ON THE LEFT.
 NF1425
 NF1425                          STATION RECOVERY (2001)
 NF1425
 NF1425'RECOVERY NOTE BY US POWER SQUADRON 2001 (DJM)
 NF1425'RECOVERED IN GOOD CONDITION.
 NF1425
 NF1425                          STATION RECOVERY (2005)
 NF1425
 NF1425'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0508 ***********************************************************************
 OK0508  DESIGNATION -  LEE LOOKOUT TOWER
 OK0508  PID         -  OK0508
 OK0508  STATE/COUNTY-  MI/MIDLAND
 OK0508  USGS QUAD   -  FLOYD (1973)
 OK0508
 OK0508                         *CURRENT SURVEY CONTROL
 OK0508  ___________________________________________________________________
 OK0508* NAD 83(1994)-  43 36 42.71273(N)    084 24 13.37318(W)     ADJUSTED  
 OK0508* NAVD 88     -                                                        
 OK0508  ___________________________________________________________________
 OK0508  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 OK0508  GEOID HEIGHT-         -33.97  (meters)                     GEOID03
 OK0508
 OK0508  HORZ ORDER  -  THIRD
 OK0508
 OK0508.The horizontal coordinates were established by classical geodetic methods
 OK0508.and adjusted by the National Geodetic Survey in February 1997..
 OK0508
 OK0508
 OK0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0508
 OK0508.The geoid height was determined by GEOID03.
 OK0508
 OK0508;                    North         East     Units Scale Factor Converg.
 OK0508;SPC MI S     -   234,590.409 3,997,009.248   MT  0.99998737   -0 01 30.8
 OK0508;SPC MI S     -   769,653.57 13,113,547.40   iFT  0.99998737   -0 01 30.8
 OK0508;UTM  16      - 4,832,040.362   709,510.604   MT  1.00013995   +1 47 29.4
 OK0508
 OK0508                          SUPERSEDED SURVEY CONTROL
 OK0508
 OK0508  NAD 83(1986)-  43 36 42.70370(N)    084 24 13.38362(W) AD(       ) 4
 OK0508  NAD 27      -  43 36 42.59187(N)    084 24 13.40131(W) AD(       ) 3
 OK0508
 OK0508.Superseded values are not recommended for survey control.
 OK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0508.See file dsdata.txt to determine how the superseded data were derived.
 OK0508
 OK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP0951132040(NAD 83)
 OK0508
 OK0508  HISTORY     - Date     Condition        Report By
 OK0508  HISTORY     - 1957     MONUMENTED       CGS
 OK0508  HISTORY     - 20010604 MARK NOT FOUND   USPSQD
 OK0508
 OK0508                          STATION DESCRIPTION
 OK0508
 OK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 OK0508'STATION IS THE APEX OF THE ROOF OF THE LOOKOUT TOWER, LOCATED
 OK0508'ABOUT 6.5 MILES
 OK0508'WEST OF MIDLAND ON THE NORTH SIDE OF STATE HIGHWAY 20.  IT IS AN
 OK0508'ENCLOSED PLATFORM ATOP A FOUR LEGGED
 OK0508'STEEL STRUCTURE, 162 FEET HIGH.
 OK0508'
 OK0508'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 30 ABOUT 6.3
 OK0508'MILES WEST OF MIDLAND.  GO
 OK0508'WEST ON HIGHWAY 20 FOR 2.0 MILES TO THE STATION ON THE RIGHT.
 OK0508
 OK0508                          STATION RECOVERY (2001)
 OK0508
 OK0508'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0508'ACCORDING TO NEIGHBORS NEXT TO SITE THE TOWER WAS TORE DOWN ABOUT 10
 OK0508'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0290 ***********************************************************************
 QJ0290  DESIGNATION -  LEER
 QJ0290  PID         -  QJ0290
 QJ0290  STATE/COUNTY-  MI/ALPENA
 QJ0290  USGS QUAD   -  POLASKI (1971)
 QJ0290
 QJ0290                         *CURRENT SURVEY CONTROL
 QJ0290  ___________________________________________________________________
 QJ0290* NAD 83(1994)-  45 11 51.41781(N)    083 44 56.91062(W)     ADJUSTED  
 QJ0290* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 QJ0290  ___________________________________________________________________
 QJ0290  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 QJ0290  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 QJ0290
 QJ0290  HORZ ORDER  -  THIRD
 QJ0290
 QJ0290.The horizontal coordinates were established by classical geodetic methods
 QJ0290.and adjusted by the National Geodetic Survey in February 1997..
 QJ0290
 QJ0290.The orthometric height was scaled from a topographic map.
 QJ0290
 QJ0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0290
 QJ0290.The geoid height was determined by GEOID03.
 QJ0290
 QJ0290;                    North         East     Units Scale Factor Converg.
 QJ0290;SPC MI C     -   209,196.532 6,048,517.990   MT  0.99992253   +0 26 10.4
 QJ0290;SPC MI C     -   686,340.33 19,844,219.13   iFT  0.99992253   +0 26 10.4
 QJ0290;UTM  17      - 5,008,580.458   284,072.141   MT  1.00017332   -1 57 05.0
 QJ0290
 QJ0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0290!SPC MI C     -   0.99996639  x   0.99992253  =   0.99988892
 QJ0290!UTM  17      -   0.99996639  x   1.00017332  =   1.00013970
 QJ0290
 QJ0290:                Primary Azimuth Mark                     Grid Az
 QJ0290:SPC MI C     -  POSEN ST CASIMIR CATH CH SPIRE           024 28 01.5
 QJ0290:UTM  17      -  POSEN ST CASIMIR CATH CH SPIRE           026 51 16.9
 QJ0290
 QJ0290|---------------------------------------------------------------------|
 QJ0290| PID    Reference Object                     Distance      Geod. Az  |
 QJ0290|                                                           dddmmss.s |
 QJ0290| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX. 9.6 KM 0245411.9 |
 QJ0290| QJ0280 POSEN RESET                         APPROX. 9.5 KM 0253202.8 |
 QJ0290| QJ0289 TT 100 RC USGS 1956                  28.440 METERS 08833     |
 QJ0290| CH1332 LEER AZ MK                                         1121653.3 |
 QJ0290| CH1333 LEER RM 1                            14.010 METERS 35701     |
 QJ0290|---------------------------------------------------------------------|
 QJ0290
 QJ0290                          SUPERSEDED SURVEY CONTROL
 QJ0290
 QJ0290  NAD 83(1986)-  45 11 51.40956(N)    083 44 56.91025(W) AD(       ) 3
 QJ0290  NAD 27      -  45 11 51.36700(N)    083 44 56.94400(W) AD(       ) 3
 QJ0290
 QJ0290.Superseded values are not recommended for survey control.
 QJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0290.See file dsdata.txt to determine how the superseded data were derived.
 QJ0290
 QJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL8407208580(NAD 83)
 QJ0290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0290
 QJ0290  HISTORY     - Date     Condition        Report By
 QJ0290  HISTORY     - 1956     MONUMENTED       CGS
 QJ0290  HISTORY     - 1981     GOOD             MIDH
 QJ0290  HISTORY     - 19990803 MARK NOT FOUND   USPSQD
 QJ0290
 QJ0290                          STATION DESCRIPTION
 QJ0290
 QJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0290'THE STATION IS ABOUT 6 MILES SOUTH SOUTHWEST OF POSEN, 5 MILES NORTH
 QJ0290'NORTHWEST OF LONG RAPIDS, ON
 QJ0290'THE SOUTH SIDE OF A GRAVEL ROAD, ON THE ROAD RIGHT-OF-WAY.  IT IS 64
 QJ0290'FEET WEST OF A 12 INCH ASH TREE,
 QJ0290'23 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 4 FEET
 QJ0290'NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A
 QJ0290'WIRE FENCE.  THE MARK IS FLUSH AND
 QJ0290'THE DISK IS STAMPED LEER 1956.
 QJ0290'
 QJ0290'TO REACH THE STATION FROM THE MAIN CROSSROAD IN POSEN, GO WEST ON A
 QJ0290'PAVED ROAD FOR 1.9 MILES TO A
 QJ0290'CROSSROAD.  TURN LEFT AND GO SOUTH FOR 4.35 MILES TO A GRAVELED
 QJ0290'CROSSROAD AT THE SMALL SETTLEMENT OF
 QJ0290'LEER.  TURN RIGHT AND GO WEST FOR 0.45 MILE TO THE
 QJ0290'STATION ON THE LEFT.
 QJ0290'
 QJ0290'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVEL
 QJ0290'ROAD FOR 0.2 MILE TO A FARM
 QJ0290'DRIVEWAY.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO A LARGE BARN, ON
 QJ0290'PROPERTY OWNED BY MR. JEROME BRZEZINSKI
 QJ0290'AND THE AZIMUTH MARK AT THE SOUTHWEST CORNER OF THE BARN.
 QJ0290'REFERENCE MARK 1 IS 26 FEET NORTH OF THE CENTER
 QJ0290'OF THE GRAVEL ROAD AND 2 FEET
 QJ0290'SOUTH OF A WIRE FENCE.  THE MARK PROJECTS 6 INCHES AND THE DISK IS
 QJ0290'STAMPED LEER NO 1 1956.
 QJ0290'
 QJ0290'TT 100 RC (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 20 FEET
 QJ0290'SOUTH OF THE CENTER OF THE
 QJ0290'GRAVEL ROAD, 6 FEET NORTHEAST OF A 12 INCH MAPLE TREE WITH A
 QJ0290'PROMINENT FORK, 3 FEET NORTHWEST
 QJ0290'OF A TELEPHONE POLE AND 3 FEET NORTH OF A WIRE FENCE.  IT IS A
 QJ0290'ROUND CONCRETE POST 6 INCHES IN DIAMETER.
 QJ0290'PROJECTING ABOUT 8 INCHES WITH A U.S. GEOLOGICAL
 QJ0290'SURVEY BENCH MARK DISK IN THE TOP STAMPED TT 100 RC 1953 820
 QJ0290'(FEET ELEVATION).
 QJ0290'
 QJ0290'THE AZIMUTH MARK IS 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE BARN
 QJ0290'AND 1 FOOT SOUTH OF A WHITE
 QJ0290'WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QJ0290'LEER 1956.
 QJ0290'
 QJ0290'HEIGHT OF LIGHT ABOVE STATION MARK 30 METER.
 QJ0290
 QJ0290                          STATION RECOVERY (1981)
 QJ0290
 QJ0290'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (RW)
 QJ0290'STATION MARK AND REFERENCE MARK 1, ALSO A USGS BENCH MARK STAMPED---
 QJ0290'TT 100 RC 1953---WHICH WAS USED AS A REFERENCE MARK, WERE RECOVERED
 QJ0290'IN GOOD CONDITION AS DESCRIBED.
 QJ0290'
 QJ0290'THE AZIMUTH MARK WAS NOT RECOVERED.  THE BARN AND FIELD DRIVE ARE NOW
 QJ0290'GONE AND AZIMUTH MARK BELIEVED TO HAVE BEEN DESTROYED.
 QJ0290
 QJ0290                          STATION RECOVERY (1999)
 QJ0290
 QJ0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0648 ***********************************************************************
 NF0648  FBN         -  This is a Federal Base Network Control Station.
 NF0648  DESIGNATION -  LEIFSEN
 NF0648  PID         -  NF0648
 NF0648  STATE/COUNTY-  MI/ALLEGAN
 NF0648  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0648
 NF0648                         *CURRENT SURVEY CONTROL
 NF0648  ___________________________________________________________________
 NF0648* NAD 83(1994)-  42 26 54.03020(N)    085 59 50.76570(W)     ADJUSTED  
 NF0648* NAVD 88     -       242.042  (meters)     794.10   (feet)  ADJUSTED  
 NF0648  ___________________________________________________________________
 NF0648  X           -     329,020.594 (meters)                     COMP
 NF0648  Y           -  -4,702,188.501 (meters)                     COMP
 NF0648  Z           -   4,282,623.301 (meters)                     COMP
 NF0648  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 NF0648  ELLIP HEIGHT-         209.00  (meters)          (06/11/02) GPS OBS
 NF0648  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF0648  DYNAMIC HT  -         241.976 (meters)     793.88  (feet)  COMP
 NF0648  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NF0648
 NF0648  HORZ ORDER  -  A
 NF0648  VERT ORDER  -  SECOND    CLASS 0
 NF0648  ELLP ORDER  -  FOURTH    CLASS I
 NF0648
 NF0648.The horizontal coordinates were established by GPS observations
 NF0648.and adjusted by the National Geodetic Survey in September 1995..
 NF0648
 NF0648.The orthometric height was determined by differential leveling
 NF0648.and adjusted by the National Geodetic Survey in June 1991..
 NF0648
 NF0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0648
 NF0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0648
 NF0648.The ellipsoidal height was determined by GPS observations
 NF0648.and is referenced to NAD 83.
 NF0648
 NF0648.The geoid height was determined by GEOID03.
 NF0648
 NF0648.The dynamic height is computed by dividing the NAVD 88
 NF0648.geopotential number by the normal gravity value computed on the
 NF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0648.degrees latitude (g = 980.6199 gals.).
 NF0648
 NF0648.The modeled gravity was interpolated from observed gravity values.
 NF0648
 NF0648;                    North         East     Units Scale Factor Converg.
 NF0648;SPC MI S     -   106,638.680 3,865,859.183   MT  0.99993575   -1 06 35.2
 NF0648;SPC MI S     -   349,864.44 12,683,265.04   iFT  0.99993575   -1 06 35.2
 NF0648;UTM  16      - 4,700,043.904   582,445.053   MT  0.99968363   +0 40 36.1
 NF0648
 NF0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0648!SPC MI S     -   0.99996722  x   0.99993575  =   0.99990297
 NF0648!UTM  16      -   0.99996722  x   0.99968363  =   0.99965086
 NF0648
 NF0648:                Primary Azimuth Mark                     Grid Az
 NF0648:SPC MI S     -  ALLEGAN PLAINVIEW LOT                    021 30 09.0
 NF0648:UTM  16      -  ALLEGAN PLAINVIEW LOT                    019 42 57.7
 NF0648
 NF0648|---------------------------------------------------------------------|
 NF0648| PID    Reference Object                     Distance      Geod. Az  |
 NF0648|                                                           dddmmss.s |
 NF0648| NF1651 ALLEGAN PLAINVIEW LOT               APPROX.14.6 KM 0202333.8 |
 NF0648| NF0647 LEIFSEN AZ MK                                      0345218.3 |
 NF0648| CH0381 LEIFSEN AZ MK 2                                    0353001.2 |
 NF0648| NF0649 LEIFSEN RM 1                         73.942 METERS 12912     |
 NF0648| NG0730 BANGOR MUNICIPAL TANK               APPROX.17.6 KM 2115937.0 |
 NF0648| CH0382 LEIFSEN RM                                         22825     |
 NF0648| NG0758 S HAVEN EVERETT PIANO CO S STK      APPROX.24.0 KM 2545246.1 |
 NF0648| NG0761 SOUTH HAVEN MUN CONCRETE TANK       APPROX.22.0 KM 2563233.1 |
 NF0648| NG0759 S HAVEN MUNICIPAL STANDPIPE         APPROX.23.2 KM 2575227.4 |
 NF0648| NG0722 FENNVILLE MUNICIPAL TANK            APPROX.18.6 KM 3305804.1 |
 NF0648|---------------------------------------------------------------------|
 NF0648
 NF0648                          SUPERSEDED SURVEY CONTROL
 NF0648
 NF0648  ELLIP H (09/21/95)  209.01   (m)                       GP(       ) 2 1
 NF0648  NAD 83(1994)-  42 26 54.03119(N)    085 59 50.77697(W) AD(       ) 1
 NF0648  NAD 83(1986)-  42 26 54.02993(N)    085 59 50.78085(W) AD(       ) 1
 NF0648  NAD 27      -  42 26 53.91000(N)    085 59 50.68000(W) AD(       ) 1
 NF0648  NAVD 88 (09/30/91)  242.04   (m)          794.1    (f) LEVELING    3  
 NF0648  NGVD 29 (??/??/92)  242.180  (m)          794.55   (f) ADJ UNCH    2 0
 NF0648
 NF0648.Superseded values are not recommended for survey control.
 NF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0648.See file dsdata.txt to determine how the superseded data were derived.
 NF0648
 NF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN8244500044(NAD 83)
 NF0648_MARKER: DS = TRIANGULATION STATION DISK
 NF0648_SETTING: 66 = SET IN ROCK OUTCROP
 NF0648_SP_SET: IN DRILL HOLE IN A BOULDER
 NF0648_STAMPING: LEIFSEN 1932
 NF0648_MARK LOGO: CGS   
 NF0648_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0648_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF0648+STABILITY: POSITION/ELEVATION WELL
 NF0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0648+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0648
 NF0648  HISTORY     - Date     Condition        Report By
 NF0648  HISTORY     - 1932     MONUMENTED       CGS
 NF0648  HISTORY     - 1965     GOOD             USLS
 NF0648  HISTORY     - 1969     GOOD             CGS
 NF0648  HISTORY     - 1969     GOOD             NGS
 NF0648  HISTORY     - 1976     GOOD             MIDH
 NF0648  HISTORY     - 1977     GOOD             NGS
 NF0648  HISTORY     - 1980     GOOD             MIDH
 NF0648  HISTORY     - 1983     GOOD             USPSQD
 NF0648  HISTORY     - 1984     GOOD             USPSQD
 NF0648  HISTORY     - 1989     GOOD             USPSQD
 NF0648  HISTORY     - 1989     GOOD             USPSQD
 NF0648  HISTORY     - 19890301 GOOD             NGS
 NF0648  HISTORY     - 19911029 GOOD             MIDT
 NF0648  HISTORY     - 19931027 GOOD             MIDT
 NF0648  HISTORY     - 19940523 GOOD             NGS
 NF0648  HISTORY     - 19970805 GOOD             NGS
 NF0648  HISTORY     - 19971011 GOOD             USPSQD
 NF0648  HISTORY     - 20001024 GOOD             MI-159
 NF0648  HISTORY     - 20010426 GOOD             MIDT
 NF0648  HISTORY     - 20020324 GOOD             USPSQD
 NF0648  HISTORY     - 20060318 GOOD             USPSQD
 NF0648
 NF0648                          STATION DESCRIPTION
 NF0648
 NF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 NF0648'SIX MILES NORTHEAST OF GRAND JUNCTION, ABOUT 100 YARDS NORTHEAST OF
 NF0648'NORTHEAST CORNER OF CEMETERY, IN SE 1/4 SEC. 19, T. 1
 NF0648'N., R. 14 W., LEE TOWNSHIP, ON LAND OWNED AND OCCUPIED BY ANKER
 NF0648'LEIFSEN, ON HIGH SUMMIT 1/4 MILE
 NF0648'SOUTHWEST OF HIS BUILDINGS, AND 195 FEET NORTH OF
 NF0648'CENTER LINE OF EAST-WEST GRAVEL ROAD ALONG SOUTHERN
 NF0648'BOUNDARY OF HIS PROPERTY.
 NF0648'TO REACH FROM GRAND JUNCTION, FOLLOW COUNTY ROUTE 677 NORTH 2.3 MILES
 NF0648'TO CROSSROADS AT RAILROAD
 NF0648'TRACKS, TURN EAST ACROSS RAILROAD TRACKS, AND PROCEED EAST AND
 NF0648'NORTH 5.9 MILES TO SMALL
 NF0648'CEMETERY ON SOUTH SIDE OF ROAD.  MARKED BY STANDARD
 NF0648'STATION DISK IN DRILL HOLE IN BOULDER.
 NF0648'FLUSH WITH GROUND.  REFERENCE AND
 NF0648'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.
 NF0648'REFERENCE MARK NO. 1 PROJECTS 12
 NF0648'INCHES, IS IN RIGHT-OF-WAY OF ROAD, 238 FEET EAST OF CENTER OF
 NF0648'CONCRETE CULVERT HEADWALL, 38
 NF0648'FEET NORTH OF CENTER LINE OF GRAVEL ROAD, 4 FEET WEST OF 18-INCH
 NF0648'MAPLE TREE, AND 242.55 FEET
 NF0648'(SLOPE) FROM STATION S 50 DEG 48 MIN E.  NO. 2 PROJECTS 8
 NF0648'INCHES, IS ABOUT 7 FEET EAST OF 18-INCH
 NF0648'MAPLE TREE, 68.6 FEET NORTH OF FENCE ALONG
 NF0648'NORTH SIDE OF CEMETERY, AND 234.18 FEET (SLOPE) FROM
 NF0648'STATION S 48 DEG 25 MIN W.
 NF0648'AZIMUTH MARK PROJECTS 3 INCHES, IS IN RIGHT-OF-WAY OF ROAD, 0.2 MILE
 NF0648'NORTH OF LEIFSENS
 NF0648'BUILDING, 2 FEET EAST OF LEIFSENS EAST PROPERTY LINE FENCE, 27 FEET
 NF0648'WEST OF CENTER LINE OF GRAVEL
 NF0648'ROAD, AND 0.5 MILE FROM STATION N 34 DEG 52 MIN E.
 NF0648
 NF0648                          STATION RECOVERY (1965)
 NF0648
 NF0648'RECOVERY NOTE BY US LAKE SURVEY 1965 (EFK)
 NF0648'ABOUT 6 MILES NORTHEAST OF GRAND JUNCTION, MICH., IN SOUTHEAST 1/4
 NF0648'SEC 19, T I N, R
 NF0648'14 W, LEE TOWNSHIP, ON PROPERTY OWNED BY ANKER LEIFSEN.  TO REACH
 NF0648'FROM INTERSECTION OF PHOENIX AND
 NF0648'BROADWAY STREETS IN SOUTH HAVEN PROCEED EASTERLY
 NF0648'ON PHOENIX (WHICH BECAME COUNTY ROAD 388) FOR 7.3
 NF0648'MILES TO 60TH ST., TURN LEFT (NORTH)
 NF0648'FOR 2.0 MILES TO 102ND AVE., TURN RIGHT (EAST) FOR 2 MILES TO
 NF0648'RAILROAD CROSSING AND
 NF0648'INTERSECTION OF 56TH ST., CONTINUE EASTERLY ALONG WINDING ROAD FOR
 NF0648'5.55 MILES TO STATION SITE ON
 NF0648'HIGH SUMMIT ACROSS ROAD FROM SMALL CEMETERY.  STATION IS 250 FEET
 NF0648'NORTH NORTHEAST OF NORTHEAST CORNER
 NF0648'OF CEMETERY, 195 FEET NORTH OF CENTERLINE OF EASTWEST BLACKTOP ROAD.
 NF0648'
 NF0648'CENTER MARK IS IN GOOD CONDITION.  THE CENTER MARK IS LOCATED IN A
 NF0648'CULTIVATED FIELD, BEING A
 NF0648'STANDARD BRONZE DISC SET IN A GRANITE BOULDER ABOUT FLUSH WITH
 NF0648'THE GROUND SURFACE, UNDERGROUND
 NF0648'MARK BEING A STANDARD BRONZE DISC PLACED IN A CONCRETE
 NF0648'MOUNMENT ABOUT 3 FEET BELOW THE GROUND SURFACE.
 NF0648'
 NF0648'THE REFERENCE MARKS ARE IN GOOD CONDITION.
 NF0648'
 NF0648'REF. NO. 1 IS RIGHT-OF-WAY OF ROAD 242.5 FT. SOUTHEASTERLY OF
 NF0648'STATION, 238 FT.
 NF0648'EASTERLY OF CENTER OF CONCRETE CULVERT HEADWALL 38 FT. NORTHERLY OF
 NF0648'CENTERLINE OF BLACKTOP ROAD, BEING
 NF0648'A STANDARD BRONZE DISC PLACED IN AN 8-IN. CONCRETE MONUMENT
 NF0648'PROJECTING ABOUT 12 IN. ABOVE THE GROUND
 NF0648'SURFACE.
 NF0648'
 NF0648'REF. NO. 2 IS 234.18 FT. SOUTHWEST OF THE STATION, 68.6 FT. NORTH OF
 NF0648'NORTH END
 NF0648'NORTH-SOUTH FENCE LINE, 7 FT. EAST OF 18-IN, MAPLE, BEING A STANDARD
 NF0648'BRONZE DISC PLACED IN 8-IN. SQUARE
 NF0648'CONCRETE MONUMENT PROJECTING 6 IN. ABOVE THE GROUND SURFACE.
 NF0648'
 NF0648'AZIMUTH MARK PROJECTS 3 IN., IS IN RIGHT-OF-WAY OF ROAD, 0.2 MILE N
 NF0648'OF LEIFSENS BUILDINGS, 2 FT.
 NF0648'E OF LEIFSENS EAST PROPERTY LINE FENCE, 27 FT. W CENTERLINE OF
 NF0648'GRAVEL ROAD, AND 0.5 MILE FROM
 NF0648'STATION
 NF0648
 NF0648                          STATION RECOVERY (1969)
 NF0648
 NF0648'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF0648'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 NF0648'WERE RECOVERED IN
 NF0648'GOOD CONDITION.  NO DISTANCE OR DIRECTION WERE MADE
 NF0648'TO REFERENCE MARK 2 AT THE PRESENT
 NF0648'TIME DUE TO A POWER LINE POLE ON
 NF0648'LINE.  FOLLOWING IS A NEW DESCRIPTION.
 NF0648'
 NF0648'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, T. 1 N.,
 NF0648'R, 14.W. AND ON
 NF0648'PROPERTY OF MR. GORDON POWER.  IT IS ABOUT 8-3/4 MILES
 NF0648'SOUTHWEST OF ALLEGAN, 5 MILES
 NF0648'NORTHEAST OF GRAND JUNCTION AND 3-1/2 MILES WEST OF CHESHIRE CENTER.
 NF0648'
 NF0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89
 NF0648'IN ALLEGAN, GO
 NF0648'SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES TO A CROSSROAD.
 NF0648'TURN RIGHT AND GO WEST ON 104TH
 NF0648'AVENUE FOR 2.5 MILES TO A T-ROAD.  TURN
 NF0648'RIGHT AND GO NORTH ON 38TH STREET FOR 0.3 MILE TO
 NF0648'A SIDE ROAD LEFT.
 NF0648'TURN LEFT AND GO WEST ON 104TH AVENUE FOR 1.1 MILES TO A REVERSE
 NF0648'Y-FORK IN THE SMALL
 NF0648'VILLAGE OF CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE
 NF0648'FOR 0.8 MILE TO A FORK.  BEAR
 NF0648'RIGHT AND GO WEST ON 104TH AVENUE FOR 2.1
 NF0648'MILES TO A T-ROAD.  (TURN RIGHT AND GO NORTH ON
 NF0648'46TH STREET FOR 0.1 MILE
 NF0648'TO THE AZIMUTH MARK ON THE LEFT.) TURN LEFT AND GO SOUTH ON 46TH
 NF0648'STREET FOR 0.25 MILE
 NF0648'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON 104TH
 NF0648'AVENUE FOR 0.25 MILE TO THE
 NF0648'NORTHEAST CORNER OF A CEMETERY.  FROM THIS
 NF0648'POINT, BEAR RIGHT, UPHILL FOR ABOUT 100 YARDS
 NF0648'NORTHEAST TO THE STATION.
 NF0648'
 NF0648'THE STATION MARK IS A STANDARD DISK STAMPED LEIFSEN 1932,
 NF0648'CEMENTED IN A
 NF0648'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 NF0648'IT IS 194.6 FEET NORTHEAST OF A
 NF0648'POWER LINE POLE, 191 FEET NORTH OF THE
 NF0648'CENTER OF 104TH AVENUE AND 187.6 FEET NORTHWEST OF
 NF0648'A POWER LINE POLE.
 NF0648'
 NF0648'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEIFSEN NO 1 1932,
 NF0648'SET IN THE TOP OF
 NF0648'A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6
 NF0648'INCHES ABOVE THE GROUND.  IT IS 56.5
 NF0648'FEET SOUTHEAST OF THE POWER LINE
 NF0648'POLE, 35 FEET NORTH OF THE CENTER OF 104TH AVENUE, 2
 NF0648'FEET NORTHWEST OF A
 NF0648'METAL WITNESS POST AND 2 FEET EAST OF A WOODEN WITNESS POST.
 NF0648'
 NF0648'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEIFSEN NO 2 1932,
 NF0648'SET IN THE TOP OF
 NF0648'A 12-INCH SQUARE MONUMENT WHICH PROJECTS 8 INCHES
 NF0648'ABOVE THE GROUND.  IT IS 40 FEET
 NF0648'NORTH OF THE CENTER OF 104TH AVENUE,
 NF0648'40 FEET SOUTHWEST OF THE POWER LINE POLE AND 1.9
 NF0648'FEET WEST OF A
 NF0648'WOODEN WITNESS POST.
 NF0648'
 NF0648'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED LEIFSEN 1932
 NF0648'AZIMUTH, SET IN
 NF0648'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 NF0648'WHICH PROJECTS 3 INCHES ABOVE THE
 NF0648'GROUND.  IT IS 30 FEET WEST OF THE CENTER
 NF0648'OF 46TH STREET AND 1.6 FEET NORTHWEST OF A METAL
 NF0648'WITNESS POST.
 NF0648'
 NF0648'HEIGHT OF LIGHT ABOVE STATION MARK 73.0 FEET.
 NF0648
 NF0648                          STATION RECOVERY (1969)
 NF0648
 NF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 NF0648'3.5 MI W FROM CHESHIRE CENTER.
 NF0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 40 AND
 NF0648'89 IN ALLEGAN, GO SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES TO
 NF0648'A CROSSROAD.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 2.5
 NF0648'MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH ON 38TH STREET FOR
 NF0648'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON 104TH
 NF0648'AVENUE FOR 1.1 MILES TO A REVERSE Y-FORK IN THE SMALL VILLAGE
 NF0648'OF CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE FOR 0.8 MILE
 NF0648'TO A FORK.  BEAR RIGHT AND GO WEST ON 104TH AVENUE FOR 2.1 MILES
 NF0648'TO A T-ROAD.  TURN LEFT AND GO SOUTH ON 46TH STREET FOR
 NF0648'0.25 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON 104TH
 NF0648'AVENUE FOR 0.25 MILE TO THE NORTHEAST CORNER OF A CEMETERY.
 NF0648'FROM THIS POINT, BEAR RIGHT, UPHILL FOR ABOUT 100 YARDS
 NF0648'NORTHEAST OF THE STATION.  IT IS 194.6 FEET NORTHEAST OF A POWER
 NF0648'LINE POLE, 191 FEET NORTH OF THE CENTER OF 104TH AVENUE AND 187.6
 NF0648'FEET NORTHWEST OF A POWER LINE POLE.  A STANDARD DISK, CEMENTED
 NF0648'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 NF0648
 NF0648                          STATION RECOVERY (1976)
 NF0648
 NF0648'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0648'RECOVERED IN GOOD CONDITION.
 NF0648
 NF0648                          STATION RECOVERY (1977)
 NF0648
 NF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 NF0648'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE FOUND IN
 NF0648'GOOD CONDITION.  HOWEVER THE AZIMUTH MARK WAS IN THE LIMITS OF
 NF0648'HIGHWAY CONSTRUCTION, AFTER A NEW AZIMUTH MARK WAS ESTABLISHED THE
 NF0648'1932 AZIMUTH MARK WAS DESTROYED.  REFERENCE MARK 2 WAS NOT
 NF0648'MEASURED OR OBSERVED AS A POWER POLE WASON LINE.  THE DISTANCE
 NF0648'AND DIRECTION TO REFERENCE MARK 1 CHECKED.
 NF0648'
 NF0648'THE 1969 DESCRIPTION IS ADEQUATE TO RECOVER THE STATION.
 NF0648'
 NF0648'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHEAST OF THE STATION, IT IS 35
 NF0648'FEET WEST OF THE CENTERLINE OF THE ROAD AND 1-FOOT SOUTH OF A METAL
 NF0648'WITNESS POST.  THE MARK PROJECTS ABOUT 2-INCHES AND THE DISK IS
 NF0648'STAMPED LEIPSEN 1932 1977.
 NF0648'
 NF0648'REFERENCE MARK 1 IS 2-FEET NORTHWEST OF A METAL WITNESS POST.
 NF0648'REFERENCE MARK 2 IS 1-FOOT NORTH OF A METAL WITNESS POST.
 NF0648'
 NF0648'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON 104 AVENUE FOR
 NF0648'0.25 MILE TO A T-ROAD.  TURN LEFT AND GO NORTH ON THE ROAD FOR 0.4
 NF0648'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 NF0648'
 NF0648'THE 1932 DISTANCE TO REFERENCE MARK 2 IS. 234.18 FEET.
 NF0648'
 NF0648'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES
 NF0648'SOUTHWEST OF ALLEGAN.
 NF0648
 NF0648                          STATION RECOVERY (1980)
 NF0648
 NF0648'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 NF0648'THE STATION MARK, REFERENCE MARK 1, REFERENCE MARK 2, AND AZIMUTH MARK
 NF0648'IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE, BUT SLIGHTLY CONFUSING.
 NF0648'
 NF0648'THE WINDING ROAD BECOMES 104 TH AVENUE.  THE STATION IS 0.2 MILE WEST
 NF0648'OF 46 TH STREET AND 200 FEET NORTH OF 104 TH AVENUE.
 NF0648
 NF0648                          STATION RECOVERY (1983)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 1983 (JLV)
 NF0648'LEIFSEN 1932 RECOVERED GOOD.
 NF0648'
 NF0648'ALL DISCRIPTIONS AND DIRECTIONS CORRECT.
 NF0648'
 NF0648'LEIFSEN RM 1 RECOVERED GOOD.
 NF0648'
 NF0648'LEIFSEN RM 2 RECOVERED GOOD.
 NF0648
 NF0648                          STATION RECOVERY (1984)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 1984 (JLV)
 NF0648'LEIFSON 1932 FOUND GOOD.
 NF0648'2 FT EAST OF A METAL WITNESS POST.
 NF0648'NO ACTION REQUIRED OTHER THAN ADDING DIRECTION ABOVE - ALL OTHER
 NF0648'DIRECTIONS CORRECT.
 NF0648
 NF0648                          STATION RECOVERY (1989)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0648'RECOVERED IN GOOD CONDITION.
 NF0648
 NF0648                          STATION RECOVERY (1989)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBO)
 NF0648'RECOVERED IN GOOD CONDITION.
 NF0648
 NF0648                          STATION RECOVERY (1989)
 NF0648
 NF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 NF0648'THE STATION IS LOCATED ABOUT 14.4 KM (8.95 MI) SOUTHWEST OF ALLEGAN,
 NF0648'13.4 KM (8.35 MI) NORTHEAST OF GOBLES AND 5.3 KM (3.30 MI) WEST OF
 NF0648'CHESHIRE CENTER.  OWNERSHIP--GORDAN POWER, 436 46TH STREET,
 NF0648'BLOOMINGDALE MI 49026.  PHONE IS 616-521-4527.
 NF0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89 IN
 NF0648'ALLEGAN, GO SOUTH ON HIGHWAY 40 FOR 9.17 KM (5.70 MI) TO A CROSSROAD.
 NF0648'TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 4.15 KM (2.60 MI) TO A
 NF0648'T-ROAD JUNCTION.  TURN RIGHT AND GO NORTH ON 38TH STREET FOR 0.40 KM
 NF0648'(0.25 MI) TO A GRAVELED ROAD ON THE LEFT.  TURN LEFT AND GO WEST ON
 NF0648'104TH AVENUE FOR 3.18 KM (2.00 MI) TO WHERE A PAVED ROAD TURNS SOUTH.
 NF0648'CONTINUE WEST ON 104TH AVENUE FOR 3.31 KM (2.05 MI) TO A T-ROAD
 NF0648'JUNCTION.  TURN LEFT AND GO SOUTH ON 46TH STREET FOR 0.40 KM
 NF0648'(0.25 MI) TO A GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON
 NF0648'104TH AVENUE FOR 0.38 KM (0.25 MI) TO THE NORTHEAST CORNER OF A
 NF0648'CEMETERY.  TURN RIGHT AND GO NORTHEAST UPHILL FOR ABOUT 200 FEET TO
 NF0648'THE STATION IN ROCK OUTCROPING.
 NF0648'THE STATION IS A STANDARD CGS DISK SET IN A DRILL HOLE IN A ROCK
 NF0648'OUTCROP AND IS FLUSH WITH THE GROUND.  LOCATED 59.3 M (194.6 FT)
 NF0648'NORTHEAST OF A UTILITY POLE, 58.2 M (190.9 FT) NORTH OF THE CENTER OF
 NF0648'104TH AVENUE, 57.2 M (187.7 FT) NORTHWEST OF A UTILITY POLE AND 0.8 M
 NF0648'(2.6 FT) EAST OF A METAL WITNESS POST.
 NF0648'NOTE-BE SURE AND CONTACT LANDOWNER BEFORE GOING TO STATION.
 NF0648'DESCRIBED BY E.J. HANSMANN.
 NF0648
 NF0648                          STATION RECOVERY (1991)
 NF0648
 NF0648'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (DR)
 NF0648'STATION IS LOCATED IN QUAD 420853.  IT IS IN THE SOUTHEAST 1/4,
 NF0648'SECTION 19, T-1-N. R-14-W, CHESHIRE TOWNSHIP AND ON THE BLOOMINGDALE
 NF0648'QUADRANGLE MAP.  IT IS ABOUT 9 MILES (14.5 KM) SOUTHWEST FROM ALLEGAN,
 NF0648'8-1/4 MILES NORTHEAST FROM GOBBLES, 3-1/4 MILES WEST FROM CHESIRE
 NF0648'CENTER AND ON THE PROPERTY OF MR. GORDON POWER, AT 436 46TH STREET,
 NF0648'BLOOMINGDALE, MICH. 49026.  PHONE (616) 521-4527. TO REACH THE STATION
 NF0648'FROM THE INTERSECTION OF STATE HIGHWAY M-43 AND STATE HIGHWAY M-40
 NF0648'ABOUT 4-1/2 MILES SOUTH FROM GOBBLES, GO NORTH ON M-40 FOR 9.6 MI
 NF0648'(15.4 KM) TO 102ND AVENUE IN MERSON, TURN LEFT ON 102ND AVENUE AND GO
 NF0648'WEST FOR 6.55 MI (10.54 KM) TO SECOND STOP SIGN, 46TH STREET, TURN
 NF0648'RIGHT AND GO NORTH ON 46TH STREET FOR 1.0 MI (1.6 KM) TO A T ROAD
 NF0648'LEFT, TURN LEFT ON 104TH AVENUE AND GO WEST FOR 0.25 MI (0.40 KM) TO
 NF0648'FIELD DRIVE ON RIGHT, TURN RIGHT AND GO NORTH-NORTHEAST ABOUT 200 FEET
 NF0648'(61.0 M) TO TOP OF HILL AND STATION. STATION IS FLUSH WITH GROUND.  IT
 NF0648'IS 194.6 FT (59.3 M) NORTHEAST FROM UTILITY POLE, 190.9 FT (58.2 M)
 NF0648'NORTH FROM CENTERLINE OF 104TH AVENUE, 187.7 FT (57.2 M) NORTHWEST
 NF0648'FROM UTILITY POLE AND 2.6 FT (0.8 M) EAST FROM METAL WITNESS POST WITH
 NF0648'SIGN.
 NF0648
 NF0648                          STATION RECOVERY (1993)
 NF0648
 NF0648'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NF0648'STATION IS LOCATED IN QUAD 420853 ON THE PULLMAN QUADRANGLE MAP. IT IS
 NF0648'IN THE SOUTHEAST 1/4 OF SECTION 19, T-1-N, R-14-W OF CHESHIRE
 NF0648'TOWNSHIP.  ABOUT 9.0 MILES SOUTHWEST FROM ALLEGAN 8.25 MILES NORTHWEST
 NF0648'FROM GOBLES, 3.25 MILES WEST FROM CHESHIRE CENTER AND ON THE PROPERTY
 NF0648'OF MR GORDON POWER, AT 436 46TH STREET, BLOOMINGDALE, MI 49026.
 NF0648'(78897.5 KM) PHONE 616-521-4527. TO REACH FROM THE INTERSECTION OF
 NF0648'STATE HIGHWAY M-43 AND STATE HIGHWAY M-40, ABOUT 4.5 MILES SOUTH FROM
 NF0648'THE CITY OF GOBLES, GO NORTH ALONG STATE HIGHWAY M-40 FOR 9.6 MILES TO
 NF0648'102ND AVENUE IN MERSON. GO WEST ALONG 102ND AVENUE FOR 6.55 MILES TO
 NF0648'46TH STREET. GO NORTH ALONG 46TH STREET FOR 1 MILE TO 104TH AVENUE. GO
 NF0648'WEST ALONG 104TH AVENUE FOR 0.25 MILE TO A FIELD DRIVE ON RIGHT. GO
 NF0648'NORTHEAST ALONG FIELD DRIVE ABOUT 200 FEET TO TOP OF HILL AND STATION
 NF0648'AS DESCRIBED. STATION IS 194.6 FEET NORTHEAST FROM UTILITY POLE 190.9
 NF0648'FEET NORTH FROM THE CENTER OF 104TH AVENUE, 187.7 FEET NORTHWEST FROM
 NF0648'UTILITY POLE AND 2.6 FEET EAST FROM METAL WITNESS POST WITH SIGN.
 NF0648
 NF0648                          STATION RECOVERY (1994)
 NF0648
 NF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 NF0648'NOTE--DO NOT DRIVE TO STATION WHEN WET.  STAY IN OLD TRACKS IN FIELD
 NF0648'AND CHECK FOR BOULDERS WHEN ENTERING FIELD.
 NF0648' 
 NF0648'STATION IS LOCATED ABOUT 16 KM (9.95 MI) SOUTHWEST OF ALLEGAN, 3.2 KM
 NF0648'(2.00 MI) NORTH OF THE ALLEGAN-VAN BUREN COUNTY LINE, ON A GRASSY
 NF0648'NORTHWEST-SOUTHEAST RIDGE, IN THE SOUTHEAST 1/4 OF SECTION 19, T 1 N,
 NF0648'R 14 W.  OWNERSHIP--GORDON POWER, 436 46TH STREET, BLOOMINGDALE, MI
 NF0648'49026.  PHONE IS 616-521-4527.
 NF0648' 
 NF0648'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89 ON THE
 NF0648'SOUTHWEST SIDE OF ALLEGAN, GO SOUTH ON HIGHWAY 40 FOR 5.59 KM (3.45
 NF0648'MI) TO A PAVED CROSSROAD.  TURN RIGHT, WEST, ON 108TH AVENUE FOR 11.22
 NF0648'KM (6.95 MI) TO A CROSSROAD.  TURN LEFT, SOUTH, ON 46TH STREET FOR
 NF0648'3.21 KM (2.00 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, WEST, ON 104TH
 NF0648'AVENUE FOR 0.39 KM (0.25 MI) TO A FIELD GAP ON THE RIGHT JUST BEFORE
 NF0648'REACHING THE CORNER OF A CEMETERY ON THE LEFT. TURN RIGHT, NORTHEAST,
 NF0648'INTO FIELD FOR 60 M (196.8 FT) TO TOP OF RIDGE AND THE STATION.
 NF0648' 
 NF0648'STATION MARK IS A DISK SET IN A DRILL HOLE IN AN 0.5 M (1.6 FT) X 1 M
 NF0648'(3.3 FT) EXPOSED SECTION OF SMOOTH OUTCROP FLUSH WITH THE GROUND.  IT
 NF0648'IS 58.1 M (190.6 FT) NORTH OF, AND 3 M (9.8 FT) HIGHER THAN THE ROAD
 NF0648'CENTER, 35 M (114.8 FT) SOUTHEAST OF, AND SLIGHTLY LOWER THAN HIGH
 NF0648'GROUND, 59.3 M (194.6 FT) NORTHEAST OF A UTILITY POLE, 57.2 M (187.7
 NF0648'FT) NORTHWEST OF A UTILITY POLE, 0.5 M (1.6 FT) EAST OF A METAL
 NF0648'WITNESS POST, AND 1.0 M (3.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 NF0648' 
 NF0648'DESCRIBED BY G.R. HEID.
 NF0648
 NF0648                          STATION RECOVERY (1997)
 NF0648
 NF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 NF0648'RECOVERED AS DESCRIBED.
 NF0648
 NF0648                          STATION RECOVERY (1997)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0648'RECOVERED IN GOOD CONDITION.
 NF0648
 NF0648                          STATION RECOVERY (2000)
 NF0648
 NF0648'RECOVERY NOTE BY VAN BUREN COUNTY MICHIGAN 2000 (DRG)
 NF0648'DIRECTION FROM SHELL STATION IN GOBLES - NORTH ON M-40 HWY 5.5 MILES
 NF0648'TO 102 ND AVE IN ALLEGAN COUNTY - THURN LEFT (WEST) ON 102ND AVE THEN
 NF0648'GO 6.5 MILES TO 46TH ST - TURN LEFT ON 104TH THEN GO 1300 FT TO HIGH
 NF0648'HILL ON NORTH SIDE OF ROAD. ABOUT 200 FT NORTH ITS BEFORE THE CEMETARY
 NF0648'ON THE LEFT.
 NF0648
 NF0648                          STATION RECOVERY (2001)
 NF0648
 NF0648'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (RPG)
 NF0648'THE 1993 MDOT TO REACH DESCRIPTION WAS FOUND TO ACCURATE AND
 NF0648'EASILY UNDERSTOOD.  UPDATE OF THIS DESCRIPTION IS NOT NECESSARY.
 NF0648'PROPERTY OWNER SHOULD BE CONTACTED BEFORE OCCUPYING THIS
 NF0648'STATION.  OWNER IS MR. GORDON POWER, 436 46TH STREET,
 NF0648'BLOOMINGDALE, MI 49026.  STATION WAS RECOVERED ON 04-03-2001 BY
 NF0648'MICHIGAN DEPARTMENT OF TRANSPORTATION IN GOOD CONDITION.
 NF0648'STATION IS GOOD FOR USE WITH G.P.S.
 NF0648' 
 NF0648'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 NF0648' 
 NF0648' 
 NF0648' 
 NF0648'
 NF0648
 NF0648                          STATION RECOVERY (2002)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0648'RECOVERED IN GOOD CONDITION.
 NF0648
 NF0648                          STATION RECOVERY (2006)
 NF0648
 NF0648'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0648'MR POWER LIVES AT 438 46 TH STREET.  42 26 53.9 N  085 59 50.8 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0647 ***********************************************************************
 NF0647  DESIGNATION -  LEIFSEN AZ MK
 NF0647  PID         -  NF0647
 NF0647  STATE/COUNTY-  MI/ALLEGAN
 NF0647  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0647
 NF0647                         *CURRENT SURVEY CONTROL
 NF0647  ___________________________________________________________________
 NF0647* NAD 83(1986)-  42 27 09.     (N)    085 59 33.     (W)     SCALED    
 NF0647* NAVD 88     -       216.707  (meters)     710.98   (feet)  ADJUSTED  
 NF0647  ___________________________________________________________________
 NF0647  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF0647  DYNAMIC HT  -         216.648 (meters)     710.79  (feet)  COMP
 NF0647  MODELED GRAV-     980,345.6   (mgal)                       NAVD 88
 NF0647
 NF0647  VERT ORDER  -  SECOND    CLASS 0
 NF0647
 NF0647.The horizontal coordinates were scaled from a topographic map and have
 NF0647.an estimated accuracy of +/- 6 seconds.
 NF0647
 NF0647.The orthometric height was determined by differential leveling
 NF0647.and adjusted by the National Geodetic Survey in June 1991..
 NF0647
 NF0647.The geoid height was determined by GEOID03.
 NF0647
 NF0647.The dynamic height is computed by dividing the NAVD 88
 NF0647.geopotential number by the normal gravity value computed on the
 NF0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0647.degrees latitude (g = 980.6199 gals.).
 NF0647
 NF0647.The modeled gravity was interpolated from observed gravity values.
 NF0647
 NF0647;                    North         East    Units  Estimated Accuracy
 NF0647;SPC MI S     -   107,090.    3,866,270.      MT  (+/- 180 meters Scaled)
 NF0647
 NF0647                          SUPERSEDED SURVEY CONTROL
 NF0647
 NF0647  NGVD 29 (??/??/92)  216.845  (m)          711.43   (f) ADJ UNCH    2 0
 NF0647
 NF0647.Superseded values are not recommended for survey control.
 NF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0647.See file dsdata.txt to determine how the superseded data were derived.
 NF0647
 NF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN828005(NAD 83)
 NF0647_MARKER: DZ = AZIMUTH MARK DISK
 NF0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0647_STAMPING: LEIFSEN 1932 AZIMUTH
 NF0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0647+STABILITY: SURFACE MOTION
 NF0647
 NF0647  HISTORY     - Date     Condition        Report By
 NF0647  HISTORY     - 1932     MONUMENTED       CGS
 NF0647  HISTORY     - 1969     GOOD             NGS
 NF0647  HISTORY     - 1976     GOOD             MIDH
 NF0647  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0647  HISTORY     - 19971011 GOOD             USPSQD
 NF0647  HISTORY     - 20020324 GOOD             USPSQD
 NF0647
 NF0647                          STATION DESCRIPTION
 NF0647
 NF0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0647'3.5 MI W FROM CHESHIRE CENTER.
 NF0647'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 40 AND
 NF0647'89 IN ALLEGAN, GO SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES TO A
 NF0647'CROSSROAD.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 2.5 MILES
 NF0647'TO A T-ROAD.  TURN RIGHT AND GO NORTH ON 38TH STREET FOR
 NF0647'0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON 104TH
 NF0647'AVENUE FOR 1.1 MILES TO A REVERSE Y-FORK IN THE SMALL VILLAGE
 NF0647'OF CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE FOR 0.8 MILE
 NF0647'TO A FORK.  BEAR RIGHT AND GO WEST ON 104TH AVENUE FOR 2.1 MILES
 NF0647'TO A T-ROAD.  TURN RIGHT AND GO NORTH ON 46TH STREET FOR 0.1 MILE
 NF0647'TO THE MARK ON THE LEFT.  IT IS 30 FEET WEST OF THE CENTER OF
 NF0647'46TH STREET AND 1.6 FEET NORTHWEST OF A METAL WITNESS POST.
 NF0647'A STANDARD REFERENCE DISK, SET IN THE TOP OF A 10-INCH CYLINDRICAL
 NF0647'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE GROUND.
 NF0647
 NF0647                          STATION RECOVERY (1976)
 NF0647
 NF0647'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0647'RECOVERED IN GOOD CONDITION.
 NF0647
 NF0647                          STATION RECOVERY (1989)
 NF0647
 NF0647'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0647'MARK NOT FOUND.
 NF0647
 NF0647                          STATION RECOVERY (1997)
 NF0647
 NF0647'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0647'RECOVERED IN GOOD CONDITION.
 NF0647
 NF0647                          STATION RECOVERY (2002)
 NF0647
 NF0647'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0649 ***********************************************************************
 NF0649  DESIGNATION -  LEIFSEN RM 1
 NF0649  PID         -  NF0649
 NF0649  STATE/COUNTY-  MI/ALLEGAN
 NF0649  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0649
 NF0649                         *CURRENT SURVEY CONTROL
 NF0649  ___________________________________________________________________
 NF0649* NAD 83(1986)-  42 26 53.     (N)    085 59 50.     (W)     SCALED    
 NF0649* NAVD 88     -       241.158  (meters)     791.20   (feet)  ADJUSTED  
 NF0649  ___________________________________________________________________
 NF0649  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF0649  DYNAMIC HT  -         241.093 (meters)     790.99  (feet)  COMP
 NF0649  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NF0649
 NF0649  VERT ORDER  -  SECOND    CLASS 0
 NF0649
 NF0649.The horizontal coordinates were scaled from a topographic map and have
 NF0649.an estimated accuracy of +/- 6 seconds.
 NF0649
 NF0649.The orthometric height was determined by differential leveling
 NF0649.and adjusted by the National Geodetic Survey in June 1991..
 NF0649
 NF0649.The geoid height was determined by GEOID03.
 NF0649
 NF0649.The dynamic height is computed by dividing the NAVD 88
 NF0649.geopotential number by the normal gravity value computed on the
 NF0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0649.degrees latitude (g = 980.6199 gals.).
 NF0649
 NF0649.The modeled gravity was interpolated from observed gravity values.
 NF0649
 NF0649;                    North         East    Units  Estimated Accuracy
 NF0649;SPC MI S     -   106,610.    3,865,880.      MT  (+/- 180 meters Scaled)
 NF0649
 NF0649                          SUPERSEDED SURVEY CONTROL
 NF0649
 NF0649  NGVD 29 (??/??/92)  241.296  (m)          791.65   (f) ADJ UNCH    2 0
 NF0649
 NF0649.Superseded values are not recommended for survey control.
 NF0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0649.See file dsdata.txt to determine how the superseded data were derived.
 NF0649
 NF0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN824000(NAD 83)
 NF0649_MARKER: DR = REFERENCE MARK DISK
 NF0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0649_STAMPING: LEIFSEN NO 1 1932
 NF0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0649+STABILITY: SURFACE MOTION
 NF0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0649+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0649
 NF0649  HISTORY     - Date     Condition        Report By
 NF0649  HISTORY     - 1932     MONUMENTED       CGS
 NF0649  HISTORY     - 1969     GOOD             NGS
 NF0649  HISTORY     - 1976     GOOD             MIDH
 NF0649  HISTORY     - 1989     GOOD             USPSQD
 NF0649  HISTORY     - 19971011 GOOD             USPSQD
 NF0649  HISTORY     - 20020324 GOOD             USPSQD
 NF0649  HISTORY     - 20060318 GOOD             USPSQD
 NF0649
 NF0649                          STATION DESCRIPTION
 NF0649
 NF0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0649'3.5 MI W FROM CHESHIRE.
 NF0649'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89
 NF0649'IN ALLEGAN, GO SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES TO A
 NF0649'CROSSROAD.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 2.5
 NF0649'MILES TO A T-ROAD.  TURN RIGHT AND GO NORTH ON 38TH STREET
 NF0649'FOR 0.3 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON 104TH
 NF0649'AVENUE FOR 1.1 MILES TO A REVERSE Y-FORK IN THE SMALL VILLAGE
 NF0649'OF CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE FOR 0.8 MILE TO
 NF0649'A FORK.  BEAR RIGHT AND GO WEST ON 104TH AVENUE FOR 2.1 MILES TO A
 NF0649'T-ROAD.  TURN LEFT AND GO SOUTH ON 46TH STREET FOR 0.25 MILE TO A
 NF0649'SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.2 MILE TO THE
 NF0649'MARK ON THE RIGHT.  IT IS 56.5 FEET SOUTHEAST OF A POWER LINE
 NF0649'POLE, 35 FEET NORTH OF THE CENTER OF A WOODEN WITNESS POST.
 NF0649'A STANDARD DISK, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 NF0649'MONUMENT WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 NF0649
 NF0649                          STATION RECOVERY (1976)
 NF0649
 NF0649'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0649'RECOVERED IN GOOD CONDITION.
 NF0649
 NF0649                          STATION RECOVERY (1989)
 NF0649
 NF0649'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0649'RECOVERED IN GOOD CONDITION.
 NF0649
 NF0649                          STATION RECOVERY (1997)
 NF0649
 NF0649'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0649'RECOVERED IN GOOD CONDITION.
 NF0649
 NF0649                          STATION RECOVERY (2002)
 NF0649
 NF0649'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0649'RECOVERED IN GOOD CONDITION.
 NF0649
 NF0649                          STATION RECOVERY (2006)
 NF0649
 NF0649'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0649'1.5 FT NW OF METAL WITNESS POST.  42 26 52.5 N  085 59 48.3 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0650 ***********************************************************************
 NF0650  DESIGNATION -  LEIFSEN RM 2
 NF0650  PID         -  NF0650
 NF0650  STATE/COUNTY-  MI/ALLEGAN
 NF0650  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0650
 NF0650                         *CURRENT SURVEY CONTROL
 NF0650  ___________________________________________________________________
 NF0650* NAD 83(1986)-  42 26 53.     (N)    085 59 50.     (W)     SCALED    
 NF0650* NAVD 88     -       238.714  (meters)     783.18   (feet)  ADJUSTED  
 NF0650  ___________________________________________________________________
 NF0650  GEOID HEIGHT-         -33.05  (meters)                     GEOID03
 NF0650  DYNAMIC HT  -         238.649 (meters)     782.97  (feet)  COMP
 NF0650  MODELED GRAV-     980,345.3   (mgal)                       NAVD 88
 NF0650
 NF0650  VERT ORDER  -  SECOND    CLASS 0
 NF0650
 NF0650.The horizontal coordinates were scaled from a topographic map and have
 NF0650.an estimated accuracy of +/- 6 seconds.
 NF0650
 NF0650.The orthometric height was determined by differential leveling
 NF0650.and adjusted by the National Geodetic Survey in June 1991..
 NF0650
 NF0650.The geoid height was determined by GEOID03.
 NF0650
 NF0650.The dynamic height is computed by dividing the NAVD 88
 NF0650.geopotential number by the normal gravity value computed on the
 NF0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0650.degrees latitude (g = 980.6199 gals.).
 NF0650
 NF0650.The modeled gravity was interpolated from observed gravity values.
 NF0650
 NF0650;                    North         East    Units  Estimated Accuracy
 NF0650;SPC MI S     -   106,610.    3,865,880.      MT  (+/- 180 meters Scaled)
 NF0650
 NF0650                          SUPERSEDED SURVEY CONTROL
 NF0650
 NF0650  NGVD 29 (??/??/92)  238.852  (m)          783.63   (f) ADJ UNCH    2 0
 NF0650
 NF0650.Superseded values are not recommended for survey control.
 NF0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0650.See file dsdata.txt to determine how the superseded data were derived.
 NF0650
 NF0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN824000(NAD 83)
 NF0650_MARKER: DR = REFERENCE MARK DISK
 NF0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0650_STAMPING: LEIFSEN NO 2 1932
 NF0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0650+STABILITY: SURFACE MOTION
 NF0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0650+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0650
 NF0650  HISTORY     - Date     Condition        Report By
 NF0650  HISTORY     - 1932     MONUMENTED       CGS
 NF0650  HISTORY     - 1969     GOOD             NGS
 NF0650  HISTORY     - 1976     GOOD             MIDH
 NF0650  HISTORY     - 1989     GOOD             USPSQD
 NF0650  HISTORY     - 19971011 GOOD             USPSQD
 NF0650  HISTORY     - 20020324 GOOD             USPSQD
 NF0650  HISTORY     - 20060318 GOOD             USPSQD
 NF0650
 NF0650                          STATION DESCRIPTION
 NF0650
 NF0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 NF0650'3.5 MI W FROM CHESHIRE CENTER.
 NF0650'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAYS 40 AND 89
 NF0650'IN ALLEGAN, GO SOUTH ON STATE HIGHWAY 40 FOR 5.5 MILES TO A
 NF0650'CROSSROAD.  TURN RIGHT AND GO WEST ON 104TH AVENUE FOR 2.5 MILES
 NF0650'TO A T-ROAD.  TURN RIGHT AND GO NORTH ON 38TH STREET FOR 0.3
 NF0650'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON 104TH AVENUE
 NF0650'FOR 1.1 MILES TO A REVERSE Y-FORK IN THE SMALL VILLAGE OF
 NF0650'CHESHIRE CENTER.  CONTINUE WEST ON 104TH AVENUE FOR 0.8 MILE TO A
 NF0650'FORK.  BEAR RIGHT AND GO WEST ON 104TH AVENUE FOR 2.1 MILES TO
 NF0650'A T-ROAD.  TURN LEFT AND GO SOUTH ON 46TH STREET FOR 0.25 MILE
 NF0650'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON 104TH AVENUE
 NF0650'FOR 0.25 MILE TO THE NORTHEAST CORNER OF A CEMETERY AND THE MARK
 NF0650'ON THE RIGHT.  IT IS 40 FEET NORTH OF THE CENTER OF 104TH AVENUE,
 NF0650'40 FEET SOUTHWEST OF A POWER LINE POLE AND 1.9 FEET WEST OF A
 NF0650'WOODEN WITNESS POST.  A STANDARD DISK, SET IN THE TOP OF A 12-INCH
 NF0650'SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE GROUND.
 NF0650
 NF0650                          STATION RECOVERY (1976)
 NF0650
 NF0650'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0650'RECOVERED IN GOOD CONDITION.
 NF0650
 NF0650                          STATION RECOVERY (1989)
 NF0650
 NF0650'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBO)
 NF0650'RECOVERED IN GOOD CONDITION.
 NF0650
 NF0650                          STATION RECOVERY (1997)
 NF0650
 NF0650'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0650'RECOVERED IN GOOD CONDITION.
 NF0650
 NF0650                          STATION RECOVERY (2002)
 NF0650
 NF0650'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0650'RECOVERED IN GOOD CONDITION.
 NF0650
 NF0650                          STATION RECOVERY (2006)
 NF0650
 NF0650'RECOVERY NOTE BY US POWER SQUADRON 2006 (HLH)
 NF0650'1.5 FT NORTHWEST OF METAL WITNESS POST 42 26 52.7 N  085 59 53.2 W
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1460 ***********************************************************************
 NE1460  DESIGNATION -  LELAND SANITARIUM WATER TANK
 NE1460  PID         -  NE1460
 NE1460  STATE/COUNTY-  MI/WASHTENAW
 NE1460  USGS QUAD   -  DENTON (1980)
 NE1460
 NE1460                         *CURRENT SURVEY CONTROL
 NE1460  ___________________________________________________________________
 NE1460* NAD 83(1994)-  42 16 27.41497(N)    083 33 51.70453(W)     ADJUSTED  
 NE1460* NAVD 88     -                                                        
 NE1460  ___________________________________________________________________
 NE1460  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 NE1460  GEOID HEIGHT-         -34.07  (meters)                     GEOID03
 NE1460
 NE1460  HORZ ORDER  -  THIRD
 NE1460
 NE1460.The horizontal coordinates were established by classical geodetic methods
 NE1460.and adjusted by the National Geodetic Survey in February 1997..
 NE1460
 NE1460
 NE1460.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1460
 NE1460.The geoid height was determined by GEOID03.
 NE1460
 NE1460;                    North         East     Units Scale Factor Converg.
 NE1460;SPC MI S     -    86,321.239 4,066,181.874   MT  0.99996329   +0 32 45.6
 NE1460;SPC MI S     -   283,206.16 13,340,491.71   iFT  0.99996329   +0 32 45.6
 NE1460;UTM  17      - 4,683,414.586   288,533.234   MT  1.00015025   -1 43 32.3
 NE1460
 NE1460                          SUPERSEDED SURVEY CONTROL
 NE1460
 NE1460  NAD 83(1986)-  42 16 27.42043(N)    083 33 51.73133(W) AD(       ) 4
 NE1460  NAD 27      -  42 16 27.28000(N)    083 33 51.95600(W) AD(       ) 3
 NE1460
 NE1460.Superseded values are not recommended for survey control.
 NE1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1460.See file dsdata.txt to determine how the superseded data were derived.
 NE1460
 NE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG8853383415(NAD 83)
 NE1460
 NE1460  HISTORY     - Date     Condition        Report By
 NE1460  HISTORY     - 1943     MONUMENTED       CGS
 NE1460  HISTORY     - 1977     GOOD             NGS
 NE1460
 NE1460                          STATION DESCRIPTION
 NE1460
 NE1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1460'STATION IS LOCATED ABOUT 3.5 MILES NE OF THE CITY OF
 NE1460'YPSILANTI ON THE S
 NE1460'SIDE OF GEDDES ROAD.  IT IS A FOUR-LEGGED SILVER
 NE1460'WATER TANK ABOUT 150 FEET HIGH AND ON
 NE1460'LAND OWNED BY THE LELAND
 NE1460'SANITARIUM.  THE POINT OBSERVED ON WAS THE SMALL BALL ON
 NE1460'TOP OF THE TANK.
 NE1460'
 NE1460'TO REACH FROM THE INTERSECTION OF MICHIGAN HIGHWAY 112 AND
 NE1460'PROSPECT STREET IN
 NE1460'THE E EDGE OF YPSILANTI, GO N ON PROSPECT
 NE1460'STREET FOR 1.4 MILES TO CLARK ROAD,
 NE1460'TURN RIGHT ON CLARK ROAD AND
 NE1460'GO 0.4 MILE TO A FORK, TAKE LEFT FORK AND GO 0.9 MILE
 NE1460'TO HARRIS
 NE1460'ROAD, TURN LEFT ON HARRIS ROAD AND GO 0.4 MILE TO GEDDES ROAD, TURN
 NE1460'RIGHT AND GO 1.1
 NE1460'MILES TO LELAND SANITARIUM ON THE RIGHT AND WATER
 NE1460'TANK 0.1 MILE S OF THE ROAD.
 NE1460'
 NE1460'THIS IN AN INTERSECTION STATION.
 NE1460
 NE1460                          STATION RECOVERY (1977)
 NE1460
 NE1460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1460'THIS STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1460'
 NE1460'THE SANITARIUM IS NOW THE RIDGEWOOD HOSPITAL.
 NE1460'
 NE1460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 NE1460'WILLOW RUN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0553 ***********************************************************************
 PM0553  DESIGNATION -  LEMLEY
 PM0553  PID         -  PM0553
 PM0553  STATE/COUNTY-  MI/BENZIE
 PM0553  USGS QUAD   -  
 PM0553
 PM0553                         *CURRENT SURVEY CONTROL
 PM0553  ___________________________________________________________________
 PM0553* NAD 83(1994)-  44 31 48.51065(N)    086 12 04.23564(W)     ADJUSTED  
 PM0553* NAVD 88     -       309.     (meters)    1014.     (feet)  SCALED    
 PM0553  ___________________________________________________________________
 PM0553  LAPLACE CORR-           5.30  (seconds)                    DEFLEC99
 PM0553  GEOID HEIGHT-         -35.25  (meters)                     GEOID03
 PM0553
 PM0553  HORZ ORDER  -  FIRST
 PM0553
 PM0553.The horizontal coordinates were established by classical geodetic methods
 PM0553.and adjusted by the National Geodetic Survey in February 1997..
 PM0553
 PM0553.The orthometric height was scaled from a topographic map.
 PM0553
 PM0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0553
 PM0553.The geoid height was determined by GEOID03.
 PM0553
 PM0553;                    North         East     Units Scale Factor Converg.
 PM0553;SPC MI C     -   136,490.931 5,854,198.810   MT  0.99993856   -1 17 45.3
 PM0553;SPC MI C     -   447,804.89 19,206,689.01   iFT  0.99993856   -1 17 45.3
 PM0553;UTM  16      - 4,931,067.576   563,471.976   MT  0.99964954   +0 33 36.8
 PM0553
 PM0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0553!SPC MI C     -   0.99995709  x   0.99993856  =   0.99989566
 PM0553!UTM  16      -   0.99995709  x   0.99964954  =   0.99960665
 PM0553
 PM0553|---------------------------------------------------------------------|
 PM0553| PID    Reference Object                     Distance      Geod. Az  |
 PM0553|                                                           dddmmss.s |
 PM0553| CH1335 LEMLEY RM 1                                        17119     |
 PM0553| CH1334 LEMLEY AZ MK                                       1883912.5 |
 PM0553| CH1336 LEMLEY RM 2                                        26219     |
 PM0553|---------------------------------------------------------------------|
 PM0553
 PM0553                          SUPERSEDED SURVEY CONTROL
 PM0553
 PM0553  NAD 83(1986)-  44 31 48.51870(N)    086 12 04.23338(W) AD(       ) 1
 PM0553  NAD 27      -  44 31 48.52170(N)    086 12 03.90054(W) AD(       ) 1
 PM0553
 PM0553.Superseded values are not recommended for survey control.
 PM0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0553.See file dsdata.txt to determine how the superseded data were derived.
 PM0553
 PM0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ6347231068(NAD 83)
 PM0553_MARKER: DS = TRIANGULATION STATION DISK
 PM0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0553
 PM0553  HISTORY     - Date     Condition        Report By
 PM0553  HISTORY     - 1932     MONUMENTED       CGS
 PM0553  HISTORY     - 1961     GOOD             USLS
 PM0553  HISTORY     - 1965     GOOD             USLS
 PM0553  HISTORY     - 1980     GOOD             MIDH
 PM0553  HISTORY     - 19960818 GOOD             USPSQD
 PM0553
 PM0553                          STATION DESCRIPTION
 PM0553
 PM0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PM0553'ABOUT 3 MILES NORTHEAST OF ARCADIA, 6 MILES SOUTH OF FRANKFORT, IN NE
 PM0553'1/4 SEC. 35, T. 25 N., R. 16 W., ON LAND OWNED BY L. B. PUTNEY OF
 PM0553'KALAMAZOO AND OCCUPIED BY MRS. ETHEL LEMLEY, ABOUT 600 YARDS NORTH
 PM0553'OF EAST-WEST COUNTY ROAD, ON FENCE LINE BETWEEN HAYFIELD ON SOUTH
 PM0553'AND WOODS ON NORTH, 51 FEET WEST OF FENCE AND 11 FEET SOUTH OF
 PM0553'10-INCH WILD-CHERRY TREE WITH TRIANGULAR BLAZE.  TO REACH FROM
 PM0553'ARCADIA, FOLLOW ROUTE M-22 EAST AND NORTH 3.3 MILES TO GRAVEL ROAD TO
 PM0553'EAST, PROCEED EAST 0.7 MILE TO DIRT ROAD TO NORTH WHICH IS JUST
 PM0553'WEST OF MRS. LEMLEYS OCTAGONAL CONCRETE HOUSE, GO NORTH 0.25 MILE ON
 PM0553'DIRT ROAD TO GAP IN FIELD ON WEST, ENTER GAP, AND DRIVE NORTH
 PM0553'ACROSS FIELD 175 YARDS TO STATION SITE.  SURFACE AND UNDERGROUND
 PM0553'MARKS ARE STANDARD STATION DISKS IN CONCRETE.  REFERENCE AND
 PM0553'AZIMUTH MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS 1
 PM0553'FOOT WEST OF FENCE ON EAST SIDE OF HAYFIELD, 12 FEET WEST OF
 PM0553'CENTER LINE OF DIRT ROAD, 162 FEET SOUTH OF FENCE ON NORTH SIDE OF
 PM0553'HAYFIELD, AND 170.60 FEET (SLOPE) FROM STATION S 08 DEG 41 MIN E.
 PM0553'NO. 2 IS 1 FOOT SOUTH OF FENCE ON NORTH SIDE OF HAYFIELD, 55
 PM0553'FEET WEST OF 10-INCH ELM TREE, AND 151.00 FEET (SLOPE) FROM
 PM0553'STATION S 82 DEG 19 MIN W.  AZIMUTH MARK IS ABOUT 200 YARDS
 PM0553'SOUTH OF EAST-WEST COUNTY ROAD, 400 YARDS SOUTHWEST OF LEMLEYS
 PM0553'HOUSE, ON FENCE LINE BETWEEN APPLE AND CHERRY ORCHARD ON WEST AND
 PM0553'UNCULTIVATED FIELD ON EAST, 70 FEET SOUTHEAST OF CORNER TREE OF
 PM0553'APPLE ORCHARD, 66 FEET NORTHWEST OF LARGE PILE OF STONES, AND
 PM0553'APPROXIMATELY 0.5 MILE FROM STATION S 8 DEG 39 MIN W.
 PM0553
 PM0553                          STATION RECOVERY (1961)
 PM0553
 PM0553'RECOVERY NOTE BY US LAKE SURVEY 1961
 PM0553'LEMLEY STATION AND REFERENCE NO. 1 AND REFERENCE NO. 2 WERE RECOVERED
 PM0553'IN GOOD CONDITION.  LEMLEY AZIMUTH MARKER WAS RECOVERED IN FAIR
 PM0553'CONDITION. (UNDISTURBED BUT CHIPPED BY FARM MACHINERY).
 PM0553'
 PM0553'ALL PHYSICAL WITNESSES TO LEMLEY AZIMUTH ARE OUT AND MARK IS
 PM0553'SURROUNDED BY NEW ORCHARD NOW.  (FARMER HAS BULLDOZED MOUND OF EARTH
 PM0553'OVER MONUMENT TO PROTECT IT).  MARK IS 395 FEET SOUTH OF EAST AND
 PM0553'WEST GRAVEL COUNTY ROAD.  344 FEET WEST OF A NORTH AND SOUTH FENCE
 PM0553'LINE.  6 FEET EAST OF A ROW OF FRUIT TREES RUNNING NORTH AND SOUTH
 PM0553'(PART OF ORCHARD).  SOUTHEAST CORNER OF A FRAME HOUSE IS 606 FEET
 PM0553'WITH AZIMUTH 137 DEG FROM AZIMUTH MARK.
 PM0553
 PM0553                          STATION RECOVERY (1965)
 PM0553
 PM0553'RECOVERY NOTE BY US LAKE SURVEY 1965
 PM0553'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN GOOD
 PM0553'CONDITION.
 PM0553'
 PM0553'THE STATION IS 64.5 FEET WEST OF CENTERLINE OF LANE, 11.5 FEET SOUTH
 PM0553'OF BLAZED 16 INCH WILD CHERRY TREE, SURFACE MARK BEING A STANDARD
 PM0553'BRONZE DISC SET IN TOP OF 10 INCH SQUARE CONCRETE MONUMENT JUST
 PM0553'BELOW THE SOD, SUB-SURFACE MARK BEING A STANDARD BRONZE DISC SET IN
 PM0553'A BLOCK OF CONCRETE 3 FEET BELOW THE GROUND.  TO REACH THE STATION
 PM0553'FROM ARCADIA, MICHIGAN, AT LAKE STREET AND US 22, FOLLOW US 22
 PM0553'NORTH 3 MILES TO ASPHALT ROAD (OLD US 22) TO SOUTH, GO SOUTH 0.2
 PM0553'MILE ON ASPHALT ROAD TO INTERSECTION WITH MATZINGER ROAD,
 PM0553'PROCEED EAST ON MATZINGER ROAD 0.7 MILE TO DRIVEWAY WEST OF AN
 PM0553'OCTAGONAL CONCRETE HOUSE (LEMLEY HOME), GO 0.3 MILE NORTH ALONG
 PM0553'DRIVEWAY AND LANE TO EAST-WEST FENCE LINE DIVIDING WOODS ON THE
 PM0553'NORTH AND OPEN FIELD ON SOUTH AND VICINITY OF STATION.
 PM0553'
 PM0553'REFERENCE MARK NO. 1 IS 170.6 FEET (SLOPE) SOUTHEAST OF STATION, 16
 PM0553'FEET W OF CENTERLINE OF LANE, IN NORTH-SOUTH FENCE LINE, 13 FEET N
 PM0553'OF AN 8 INCH ASH TREE, 9 FEET SW OF 4 INCH ELM TREE, BEING A
 PM0553'STANDARD BRONZE DISC SET IN TOP 10 INCH SQUARE CONCRETE MONUMENT
 PM0553'ABOUT FLUSH WITH GROUND SURFACE.
 PM0553'
 PM0553'REFERENCE MARK NO. 2 IS 151 FEET (SLOPE) SOUTHWEST OF STATION IN
 PM0553'FENCE LINE, 55.7 FEET WSW OF 16 INCH ELM TREE, 7 FEET SSW OF 10 INCH
 PM0553'WILD CHERRY TREE, 6 FEET E OF TWIN FORKED WILD CHERRY TREE, BEING
 PM0553'A STANDARD BRONZE DISC SET IN TOP 10 INCH SQUARE CONCRETE
 PM0553'MONUMENT FLUSH WITH GROUND SURFACE.
 PM0553'
 PM0553'TO REACH THE AZIMUTH MARK FROM DRIVEWAY TO LEMLEY HOME, WALK W ON
 PM0553'MATZINGER ROAD ABOUT 320 FEET TO A 36 INCH TREE ON SOUTH SIDE OF
 PM0553'ROAD, GO 414 FEET S OF CENTERLINE OF MATZINGER ROAD UP SLOPE OF FIELD
 PM0553'AND VICINITY OF MARK, 66 FEET NW OF A PILE OF ROCK, 55 FEET NE OF
 PM0553'MOST NORTHEASTERLY 2 INCH CHERRY TREE IN APPLE-CHERRY ORCHARD,
 PM0553'BEING A STANDARD BRONZE DISC SET IN TOP OF 10 INCH DIAMETER
 PM0553'CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND SURFACE.
 PM0553
 PM0553                          STATION RECOVERY (1980)
 PM0553
 PM0553'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (DFB)
 PM0553'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PM0553'CONDITION.  AZIMUTH MARK NOT FOUND, MAY BE COVERED WITH EARTH.
 PM0553'THE TOP OF MONUMENT IS EIGHT INCHES BELOW GROUND SURFACE.
 PM0553'
 PM0553'TO REACH DESCRIPTION OF 1932 AND 1965 NEEDED TO LOCATE SITE.
 PM0553'THE LEMLEY OCTAGONAL HOUSE HAS BEEN TORN DOWN.
 PM0553
 PM0553                          STATION RECOVERY (1996)
 PM0553
 PM0553'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1942 ***********************************************************************
 MD1942  PACS        -  This is a Primary Airport Control Station.
 MD1942  DESIGNATION -  LENAPORT
 MD1942  PID         -  MD1942
 MD1942  STATE/COUNTY-  MI/LENAWEE
 MD1942  USGS QUAD   -  JASPER (1962)
 MD1942
 MD1942                         *CURRENT SURVEY CONTROL
 MD1942  ___________________________________________________________________
 MD1942* NAD 83(1994)-  41 52 18.75460(N)    084 04 14.05476(W)     ADJUSTED  
 MD1942* NAVD 88     -       242.81   (meters)     796.6    (feet)  GPS OBS   
 MD1942  ___________________________________________________________________
 MD1942  X           -     491,379.793 (meters)                     COMP
 MD1942  Y           -  -4,731,215.721 (meters)                     COMP
 MD1942  Z           -   4,235,156.378 (meters)                     COMP
 MD1942  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 MD1942  ELLIP HEIGHT-         208.02  (meters)          (03/07/06) GPS OBS
 MD1942  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 MD1942
 MD1942  HORZ ORDER  -  B
 MD1942  ELLP ORDER  -  FOURTH    CLASS I
 MD1942
 MD1942.This mark is at Lenawee County Airport (ADG)
 MD1942
 MD1942.The horizontal coordinates were established by GPS observations
 MD1942.and adjusted by the WOOLPERT CONSULTANTS in March 2006..
 MD1942
 MD1942.The orthometric height was determined by GPS observations and a
 MD1942.high-resolution geoid model.
 MD1942
 MD1942.GPS derived orthometric heights for airport stations designated as
 MD1942.PACS or SACS are published to 2 decimal places.  This maintains
 MD1942.centimeter relative accuracy between the PACS and SACS.  It does
 MD1942.not indicate centimeter accuracy relative to other marks which are
 MD1942.part of the NAVD 88 network.
 MD1942
 MD1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1942
 MD1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1942
 MD1942.The ellipsoidal height was determined by GPS observations
 MD1942.and is referenced to NAD 83.
 MD1942
 MD1942.The geoid height was determined by GEOID03.
 MD1942
 MD1942;                    North         East     Units Scale Factor Converg.
 MD1942;SPC MI S     -    41,351.659 4,024,582.388   MT  1.00006180   +0 12 05.4
 MD1942;SPC MI S     -   135,668.17 13,204,010.46   iFT  1.00006180   +0 12 05.4
 MD1942;UTM  16      - 4,639,701.040   743,106.146   MT  1.00032731   +1 57 22.5
 MD1942;UTM  17      - 4,640,110.811   245,179.656   MT  1.00039910   -2 03 02.2
 MD1942
 MD1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1942!SPC MI S     -   0.99996737  x   1.00006180  =   1.00002917
 MD1942!UTM  16      -   0.99996737  x   1.00032731  =   1.00029467
 MD1942!UTM  17      -   0.99996737  x   1.00039910  =   1.00036646
 MD1942
 MD1942:                Primary Azimuth Mark                     Grid Az
 MD1942:SPC MI S     -  LENAPORT AZ MK                           227 01 48.0
 MD1942:UTM  16      -  LENAPORT AZ MK                           225 16 30.9
 MD1942:UTM  17      -  LENAPORT AZ MK                           229 16 55.6
 MD1942
 MD1942|---------------------------------------------------------------------|
 MD1942| PID    Reference Object                     Distance      Geod. Az  |
 MD1942|                                                           dddmmss.s |
 MD1942| MD1943 LENAPORT AZ MK                      APPROX. 0.9 KM 2271353.4 |
 MD1942|---------------------------------------------------------------------|
 MD1942
 MD1942                          SUPERSEDED SURVEY CONTROL
 MD1942
 MD1942  ELLIP H (07/17/02)  207.94   (m)                       GP(       ) 4 1
 MD1942  NAD 83(1994)-  41 52 18.75463(N)    084 04 14.05289(W) AD(       ) 1
 MD1942  ELLIP H (02/03/97)  208.01   (m)                       GP(       ) 4 1
 MD1942  NAD 83(1986)-  41 52 18.76406(N)    084 04 14.07106(W) AD(       ) 1
 MD1942  NAD 83(1986)-  41 52 18.74945(N)    084 04 14.08304(W) AD(       ) 3
 MD1942  NGVD 29 (03/27/91)  242.6    (m)          796.     (f) GPS OBS        
 MD1942
 MD1942.Superseded values are not recommended for survey control.
 MD1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1942.See file dsdata.txt to determine how the superseded data were derived.
 MD1942
 MD1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4310639701(NAD 83)
 MD1942_MARKER: I = METAL ROD
 MD1942_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1942_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1942_STAMPING: LENAPORT 1989
 MD1942_MARK LOGO: NGS   
 MD1942_PROJECTION: RECESSED 5 CENTIMETERS
 MD1942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1942+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 MD1942_ROD/PIPE-DEPTH: 12.2 meters
 MD1942_SLEEVE-DEPTH  : 1 meters
 MD1942
 MD1942  HISTORY     - Date     Condition        Report By
 MD1942  HISTORY     - 1989     MONUMENTED       NGS
 MD1942  HISTORY     - 19910715 GOOD             NGS
 MD1942  HISTORY     - 20040726 GOOD             INDIV
 MD1942  HISTORY     - 20050719 GOOD             WOOLPT
 MD1942
 MD1942                          STATION DESCRIPTION
 MD1942
 MD1942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1942'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) SOUTHWEST OF ADRIAN, AT
 MD1942'THE LENAWEE COUNTY AIRPORT, ALONG THE NORTHWEST EDGE AND NEAR THE
 MD1942'NORTHEAST END OF THE PAVED RUNWAY.  OWNERSHIP---LENAWEE COUNTY, C/O
 MD1942'AIRPORT MANAGER HAZEL JACOBS, 2667 WEST CADMUS ROAD, ADRIAN MI 49221.
 MD1942'PHONE IS (517) 265-2827 OR (517) 265-8993.
 MD1942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 223 AND STATE
 MD1942'HIGHWAY 52 IN SOUTH ADRIAN, GO NORTHWEST FOR 0.3 KM (0.20 MI) ON
 MD1942'HIGHWAY 223 TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 2.3 KM
 MD1942'(1.45 MI) ON CADMUS ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 MD1942'FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS THE AIRPORT
 MD1942'PARKING AREA TO A GATE.  CONTINUE SOUTH FOR 0.1 KM (0.05 MI), PASSING
 MD1942'THROUGH THE GATE, ON A PAVED ROAD AND ACROSS THE APRON TO A TAXIWAY
 MD1942'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.3 KM (0.20 MI) ON A CONNECTING
 MD1942'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE PAVED
 MD1942'RUNWAY.
 MD1942'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1942'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 MD1942'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1942'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1942'LOCATED 58.6 M (192.3 FT) WEST FROM THE CENTER OF THE NORTHEAST END OF
 MD1942'THE PAVED RUNWAY, 28.2 M (92.5 FT) NORTHWEST FROM THE NORTHWEST EDGE
 MD1942'OF THE PAVED RUNWAY, 18.5 M (60.7 FT) SOUTH-SOUTHWEST FROM THE
 MD1942'SOUTH-SOUTHWEST EDGE OF A CONNECTING TAXIWAY AND 1.0 M (3.3 FT)
 MD1942'NORTH-NORTHEAST FROM A CARSONITE WITNESS POST.
 MD1942'DESCRIBED BY K.L. FANCHER.
 MD1942'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 MD1942
 MD1942                          STATION RECOVERY (1991)
 MD1942
 MD1942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MD1942'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) SOUTHWEST OF ADRIAN, AT
 MD1942'THE LENAWEE COUNTY AIRPORT, ALONG THE NORTHWEST EDGE AND NEAR THE
 MD1942'NORTHEAST END OF THE PAVED RUNWAY.  OWNERSHIP---LENAWEE COUNTY, C/O
 MD1942'AIRPORT MANAGER HAZEL JACOBS, 2667 WEST CADMUS ROAD, ADRIAN, MI.
 MD1942'49221. PHONE (517) 265-2827 OR 265-8993.
 MD1942'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 223 AND STATE
 MD1942'HIGHWAY 52 IN SOUTH ADRIAN, GO NORTHWEST FOR 0.3 KM (0.2 MI) ON
 MD1942'HIGHWAY 223 TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 2.3 KM
 MD1942'(1.4 MI) ON CADMUS ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 MD1942'FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS THE AIRPORT
 MD1942'PARKING AREA TO A GATE.  CONTINUE SOUTH FOR 0.1 KM (0.1 MI) PASSING
 MD1942'THROUGH THE GATE ON A PAVED ROAD AND ACROSS THE APRON TO A TAXIWAY
 MD1942'LEFT.  TURN LEFT AND GO SOUTHEAST FOR 0.3 KM (0.2 MI) ON A CONNECTING
 MD1942'TAXIWAY TO THE STATION ON THE RIGHT JUST BEFORE REACHING THE PAVED
 MD1942'RUNWAY.
 MD1942'LOCATED 58.6 M (192.3 FT) WEST FROM THE CENTER OF THE NORTHEAST END OF
 MD1942'THE PAVED RUNWAY, 28.2 M (92.5 FT) NORTHWEST FROM THE NORTHWEST EDGE
 MD1942'OF THE PAVED RUNWAY, 18.5 M (60.7 FT) SOUTH-SOUTHWEST FROM THE
 MD1942'SOUTH-SOUTHWEST EDGE OF A CONNECTING TAXIWAY AND 1.0 M (3.3 FT)
 MD1942'NORTH-NORTHEAST FROM A CARSONITE WITNESS POST.
 MD1942
 MD1942                          STATION RECOVERY (2004)
 MD1942
 MD1942'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MWB)
 MD1942'RECOVERED IN GOOD CONDITION.
 MD1942
 MD1942                          STATION RECOVERY (2005)
 MD1942
 MD1942'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (BJM)
 MD1942'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1943 ***********************************************************************
 MD1943  SACS        -  This is a Secondary Airport Control Station.
 MD1943  DESIGNATION -  LENAPORT AZ MK
 MD1943  PID         -  MD1943
 MD1943  STATE/COUNTY-  MI/LENAWEE
 MD1943  USGS QUAD   -  JASPER (1962)
 MD1943
 MD1943                         *CURRENT SURVEY CONTROL
 MD1943  ___________________________________________________________________
 MD1943* NAD 83(1994)-  41 51 58.58909(N)    084 04 43.21871(W)     ADJUSTED  
 MD1943* NAVD 88     -       242.70   (meters)     796.3    (feet)  GPS OBS   
 MD1943  ___________________________________________________________________
 MD1943  X           -     490,753.671 (meters)                     COMP
 MD1943  Y           -  -4,731,698.134 (meters)                     COMP
 MD1943  Z           -   4,234,692.993 (meters)                     COMP
 MD1943  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 MD1943  ELLIP HEIGHT-         207.93  (meters)          (03/07/06) GPS OBS
 MD1943  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 MD1943
 MD1943  HORZ ORDER  -  FIRST
 MD1943  ELLP ORDER  -  FOURTH    CLASS I
 MD1943
 MD1943.This mark is at Lenawee County Airport (ADG)
 MD1943
 MD1943.The horizontal coordinates were established by GPS observations
 MD1943.and adjusted by the WOOLPERT CONSULTANTS in March 2006..
 MD1943
 MD1943.The orthometric height was determined by GPS observations and a
 MD1943.high-resolution geoid model.
 MD1943
 MD1943.GPS derived orthometric heights for airport stations designated as
 MD1943.PACS or SACS are published to 2 decimal places.  This maintains
 MD1943.centimeter relative accuracy between the PACS and SACS.  It does
 MD1943.not indicate centimeter accuracy relative to other marks which are
 MD1943.part of the NAVD 88 network.
 MD1943
 MD1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MD1943
 MD1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1943
 MD1943.The ellipsoidal height was determined by GPS observations
 MD1943.and is referenced to NAD 83.
 MD1943
 MD1943.The geoid height was determined by GEOID03.
 MD1943
 MD1943;                    North         East     Units Scale Factor Converg.
 MD1943;SPC MI S     -    40,727.124 4,023,911.952   MT  1.00006352   +0 11 45.6
 MD1943;SPC MI S     -   133,619.17 13,201,810.87   iFT  1.00006352   +0 11 45.6
 MD1943;UTM  16      - 4,639,056.100   742,454.977   MT  1.00032342   +1 57 02.3
 MD1943;UTM  17      - 4,639,512.901   244,484.962   MT  1.00040347   -2 03 20.9
 MD1943
 MD1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1943!SPC MI S     -   0.99996739  x   1.00006352  =   1.00003091
 MD1943!UTM  16      -   0.99996739  x   1.00032342  =   1.00029080
 MD1943!UTM  17      -   0.99996739  x   1.00040347  =   1.00037085
 MD1943
 MD1943:                Primary Azimuth Mark                     Grid Az
 MD1943:SPC MI S     -  LENAPORT                                 047 01 48.4
 MD1943:UTM  16      -  LENAPORT                                 045 16 31.7
 MD1943:UTM  17      -  LENAPORT                                 049 16 54.9
 MD1943
 MD1943|---------------------------------------------------------------------|
 MD1943| PID    Reference Object                     Distance      Geod. Az  |
 MD1943|                                                           dddmmss.s |
 MD1943| MD1942 LENAPORT                            APPROX. 0.9 KM 0471334.0 |
 MD1943|---------------------------------------------------------------------|
 MD1943
 MD1943                          SUPERSEDED SURVEY CONTROL
 MD1943
 MD1943  ELLIP H (07/17/02)  207.85   (m)                       GP(       ) 4 1
 MD1943  NAD 83(1994)-  41 51 58.58908(N)    084 04 43.21668(W) AD(       ) 1
 MD1943  ELLIP H (02/03/97)  207.91   (m)                       GP(       ) 4 1
 MD1943  NAD 83(1986)-  41 51 58.59859(N)    084 04 43.23488(W) AD(       ) 1
 MD1943  NAD 83(1986)-  41 51 58.58423(N)    084 04 43.24760(W) AD(       ) 3
 MD1943  NGVD 29 (03/27/91)  242.5    (m)          796.     (f) GPS OBS        
 MD1943
 MD1943.Superseded values are not recommended for survey control.
 MD1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1943.See file dsdata.txt to determine how the superseded data were derived.
 MD1943
 MD1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM4245539056(NAD 83)
 MD1943_MARKER: I = METAL ROD
 MD1943_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 MD1943_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 MD1943_STAMPING: LENAPORT AZ MK 1989
 MD1943_MARK LOGO: NGS   
 MD1943_PROJECTION: RECESSED 5 CENTIMETERS
 MD1943_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MD1943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MD1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MD1943+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 MD1943_ROD/PIPE-DEPTH: 15.1 meters
 MD1943_SLEEVE-DEPTH  : 1 meters
 MD1943
 MD1943  HISTORY     - Date     Condition        Report By
 MD1943  HISTORY     - 1989     MONUMENTED       NGS
 MD1943  HISTORY     - 19910715 GOOD             NGS
 MD1943  HISTORY     - 20050719 GOOD             WOOLPT
 MD1943
 MD1943                          STATION DESCRIPTION
 MD1943
 MD1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 MD1943'THE STATION IS LOCATED ABOUT 4.4 KM (2.75 MI) SOUTHWEST OF ADRIAN, AT
 MD1943'THE LENAWEE COUNTY AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF THE
 MD1943'PAVED RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---LENAWEE COUNTY,
 MD1943'C/O AIRPORT MANAGER HAZEL JACOBS, 2667 WEST CADMUS ROAD, ADRIAN MI
 MD1943'49221.  PHONE IS (517) 265-2827 OR (517) 265-8993.
 MD1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 223 AND STATE
 MD1943'HIGHWAY 52 IN SOUTH ADRIAN, GO NORTHWEST FOR 0.3 KM (0.20 MI) ON
 MD1943'HIGHWAY 223 TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 2.3 KM
 MD1943'(1.45 MI) ON CADMUS ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 MD1943'FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS THE AIRPORT
 MD1943'PARKING AREA TO A GATE.  CONTINUE SOUTH FOR 50 METERS, PASSING THROUGH
 MD1943'THE GATE, ON A PAVED ROAD TO THE APRON.  TURN RIGHT AND GO WEST THEN
 MD1943'SOUTHERLY FOR 1.3 KM (0.80 MI) ACROSS THE APRON AND ON A CONNECTING
 MD1943'TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE PAVED
 MD1943'RUNWAY.
 MD1943'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 MD1943'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 MD1943'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 MD1943'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 MD1943'LOCATED 36.1 M (118.4 FT) NORTH FROM THE JUNCTION OF THE NORTHWEST
 MD1943'EDGE OF THE PAVED RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 28.0
 MD1943'M (91.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE PAVED RUNWAY,
 MD1943'22.2 M (72.8 FT) NORTHEAST FROM THE CURVING NORTHEAST EDGE OF A
 MD1943'CONNECTING TAXIWAY AND 0.9 M (3.0 FT) SOUTHEAST FROM A CARSONITE
 MD1943'WITNESS POST.
 MD1943'DESCRIBED BY K.L. FANCHER.
 MD1943
 MD1943                          STATION RECOVERY (1991)
 MD1943
 MD1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MD1943'THE STATION IS LOCATED ABOUT 4.4 KM (2.7 MI) SOUTHWEST OF ADRIAN, AT
 MD1943'THE LENAWEE COUNTY AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF THE
 MD1943'PAVED RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---LENAWEE COUNTY,
 MD1943'C/O AIRPORT MANAGER HAZEL JACOBS, 2667 WEST CADMUS ROAD, ADRIAN, MI.
 MD1943'49221. PHONE (517) 265-2827 OR 265-8993.
 MD1943'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 223 AND STATE
 MD1943'HIGHWAY 52 IN SOUTH ADRIAN, GO NORTHWEST FOR 0.3 KM (0.2 MI) ON
 MD1943'HIGHWAY 223 TO A PAVED ROAD LEFT.  TURN LEFT AND GO WEST FOR 2.3 KM
 MD1943'(1.4 MI) ON CADMUS ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH
 MD1943'FOR 50 METERS ON THE AIRPORT ENTRANCE ROAD AND ACROSS THE AIRPORT
 MD1943'PARKING AREA TO A GATE.  CONTINUE SOUTH FOR 50 METERS PASSING THROUGH
 MD1943'THE GATE ON A PAVED ROAD TO THE APRON.  TURN RIGHT AND GO WEST THEN
 MD1943'SOUTHERLY FOR 1.3 KM (0.8 MI) ACROSS THE APRON AND ON A CONNECTING
 MD1943'TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE PAVED
 MD1943'RUNWAY.
 MD1943'LOCATED 36.1 M (118.4 FT) NORTH FROM THE JUNCTION OF THE NORTHWEST
 MD1943'EDGE OF THE PAVED RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 28.0
 MD1943'M (91.9 FT) NORTHWEST FROM THE NORTHWEST EDGE OF THE PAVED RUNWAY,
 MD1943'22.2 M (72.8 FT) NORTHEAST FROM THE CURVING NORTHEAST EDGE OF A
 MD1943'CONNECTING TAXIWAY AND 0.9 M (3.0 FT) SOUTHEAST FROM A CARSONITE
 MD1943'WITNESS POST.
 MD1943
 MD1943                          STATION RECOVERY (2005)
 MD1943
 MD1943'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (BJM)
 MD1943'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8082 ***********************************************************************
 AA8082  CBN         -  This is a Cooperative Base Network Control Station.
 AA8082  DESIGNATION -  LENCA
 AA8082  PID         -  AA8082
 AA8082  STATE/COUNTY-  MI/MENOMINEE
 AA8082  USGS QUAD   -  NADEAU (1989)
 AA8082
 AA8082                         *CURRENT SURVEY CONTROL
 AA8082  ___________________________________________________________________
 AA8082* NAD 83(1994)-  45 34 53.18346(N)    087 32 40.90355(W)     ADJUSTED  
 AA8082* NAVD 88     -       252.0    (meters)     827.     (feet)  GPS OBS   
 AA8082  ___________________________________________________________________
 AA8082  X           -     191,572.842 (meters)                     COMP
 AA8082  Y           -  -4,467,712.768 (meters)                     COMP
 AA8082  Z           -   4,532,963.335 (meters)                     COMP
 AA8082  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 AA8082  ELLIP HEIGHT-         216.31  (meters)          (07/12/02) GPS OBS
 AA8082  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 AA8082
 AA8082  HORZ ORDER  -  B
 AA8082  ELLP ORDER  -  FOURTH    CLASS II
 AA8082
 AA8082.The horizontal coordinates were established by GPS observations
 AA8082.and adjusted by the National Geodetic Survey in September 1995..
 AA8082
 AA8082.The orthometric height was determined by GPS observations and a
 AA8082.high-resolution geoid model.
 AA8082
 AA8082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8082
 AA8082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8082
 AA8082.The ellipsoidal height was determined by GPS observations
 AA8082.and is referenced to NAD 83.
 AA8082
 AA8082.The geoid height was determined by GEOID03.
 AA8082
 AA8082;                    North         East     Units Scale Factor Converg.
 AA8082;SPC MI N     -    88,852.245 7,957,490.359   MT  0.99997772   -0 23 37.3
 AA8082;SPC MI N     -   291,509.99 26,107,251.83   iFT  0.99997772   -0 23 37.3
 AA8082;UTM  16      - 5,047,688.572   457,506.094   MT  0.99962220   -0 23 20.6
 AA8082
 AA8082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8082!SPC MI N     -   0.99996609  x   0.99997772  =   0.99994381
 AA8082!UTM  16      -   0.99996609  x   0.99962220  =   0.99958830
 AA8082
 AA8082                          SUPERSEDED SURVEY CONTROL
 AA8082
 AA8082  ELLIP H (09/20/95)  216.31   (m)                       GP(       ) 1 2
 AA8082
 AA8082.Superseded values are not recommended for survey control.
 AA8082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8082.See file dsdata.txt to determine how the superseded data were derived.
 AA8082
 AA8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR5750647689(NAD 83)
 AA8082_MARKER: DU = BOUNDARY MARKER
 AA8082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8082_STAMPING: NGS HARN B GPS POINT LENCA 1993
 AA8082_MARK LOGO: MI-109
 AA8082_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8082+STABILITY: SURFACE MOTION
 AA8082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8082+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 AA8082
 AA8082  HISTORY     - Date     Condition        Report By
 AA8082  HISTORY     - 1993     MONUMENTED       LOCSUR
 AA8082  HISTORY     - 19940809 GOOD             NGS
 AA8082  HISTORY     - 20010411 GOOD             MIDT
 AA8082  HISTORY     - 20010920 GOOD             JCLS
 AA8082  HISTORY     - 20010920 GOOD             JCLS
 AA8082
 AA8082                          STATION DESCRIPTION
 AA8082
 AA8082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8082'STATION IS LOCATED IN QUAD 450874, ABOUT 11 KM (6.85 MI) SOUTH OF
 AA8082'POWERS, 1 MI (1.6 KM) SOUTHEAST OF CARNEY, IN THE SOUTHEAST 1/4 OF OF
 AA8082'THE SOUTHWEST 1/4 OF SECTION 20, T37N, R26W, IN THE CENTER OF A
 AA8082'CUL-DE-SAC.  OWNERSHIP--ROBERT LENCA, W4386 31.75 ROAD,CARNEY, MI
 AA8082'48912.  PHONE 906-639-2932.  TO REACH FROM THE JUNCTION OF U.S.
 AA8082'HIGHWAY 41 AND COUNTY ROAD G18 AT THE CAUTION LIGHT IN CARNEY, GO
 AA8082'SOUTH ON HIGHWAY 41 FOR 0.15 MI (0.24 KM) TO A PAVED CROSS STREET,
 AA8082'LICKMAN ROAD ON LEFT AND FENCE PLANT ROAD ON RIGHT.  TURN LEFT AND GO
 AA8082'SOUTH THEN EAST FOR 0.7 MI (1.1 KM) ON LICKMAN ROAD TO A GRAVEL DRIVE
 AA8082'ON THE LEFT, FIRE ROAD NUMBER W4386.  TURN LEFT, NORTHEAST, ON GRAVEL
 AA8082'DRIVE FOR 0.1 MI (0.2 KM) TO THE STATION IN CENTER OF GRAVEL
 AA8082'CUL-DE-SAC.  STATION IS FLUSH WITH THE GROUND.  IT IS 147.6 FT (45.0
 AA8082'M) NORTHEAST OF UTILITY POLE 80-21170, 99.5 FT (30.3 M) SOUTHWEST OF
 AA8082'UTILITY POLE 80-21171, 88.0 FT (26.8 M) WEST OF THE SOUTHWEST CORNER
 AA8082'OF THE LENCA RESIDENCE, 26.0 FT (7.9 M) SOUTHEAST OF THE CENTER OF THE
 AA8082'DRIVE ON THE NORTHWEST SIDE OF THE CUL-DE-SAC, AND 24.2 FT (7.4 M)
 AA8082'NORTHWEST OF THE CENTER OF THE DRIVE ON THE SOUTHEAST SIDE OF THE
 AA8082'CUL-DE-SAC.
 AA8082
 AA8082                          STATION RECOVERY (2001)
 AA8082
 AA8082'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 AA8082'RECOVERED IN GOOD CONDITION.
 AA8082
 AA8082                          STATION RECOVERY (2001)
 AA8082
 AA8082'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 AA8082'RECOVERED AS DESCRIBED.
 AA8082
 AA8082                          STATION RECOVERY (2001)
 AA8082
 AA8082'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 AA8082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1210 ***********************************************************************
 NE1210  DESIGNATION -  LENOX
 NE1210  PID         -  NE1210
 NE1210  STATE/COUNTY-  MI/MACOMB
 NE1210  USGS QUAD   -  RICHMOND (1991)
 NE1210
 NE1210                         *CURRENT SURVEY CONTROL
 NE1210  ___________________________________________________________________
 NE1210* NAD 83(1994)-  42 49 25.02621(N)    082 46 46.48305(W)     ADJUSTED  
 NE1210* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 NE1210  ___________________________________________________________________
 NE1210  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 NE1210  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE1210
 NE1210  HORZ ORDER  -  FIRST
 NE1210
 NE1210.The horizontal coordinates were established by classical geodetic methods
 NE1210.and adjusted by the National Geodetic Survey in February 1997..
 NE1210
 NE1210.The orthometric height was scaled from a topographic map.
 NE1210
 NE1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1210
 NE1210.The geoid height was determined by GEOID03.
 NE1210
 NE1210;                    North         East     Units Scale Factor Converg.
 NE1210;SPC MI S     -   148,247.048 4,129,762.550   MT  0.99990745   +1 04 48.2
 NE1210;SPC MI S     -   486,374.83 13,549,089.73   iFT  0.99990745   +1 04 48.2
 NE1210;UTM  17      - 4,742,764.061   354,533.455   MT  0.99986033   -1 12 35.5
 NE1210
 NE1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1210!SPC MI S     -   0.99996912  x   0.99990745  =   0.99987657
 NE1210!UTM  17      -   0.99996912  x   0.99986033  =   0.99982945
 NE1210
 NE1210:                Primary Azimuth Mark                     Grid Az
 NE1210:SPC MI S     -  LENOX AZ MK 2                            087 32 12.9
 NE1210:UTM  17      -  LENOX AZ MK 2                            089 49 36.6
 NE1210
 NE1210|---------------------------------------------------------------------|
 NE1210| PID    Reference Object                     Distance      Geod. Az  |
 NE1210|                                                           dddmmss.s |
 NE1210| NE1663 LENOX AZ MK 2                       APPROX. 0.6 KM 0883701.1 |
 NE1210| NE1673 LENOX AZ MK                                        0895316.7 |
 NE1210| NE1209 RICHMOND STANDPIPE USLS             APPROX. 2.5 KM 1235702.1 |
 NE1210| NE1665 LENOX RM 3                            4.648 METERS 17543     |
 NE1210| NE1671 LENOX RM 1                            6.010 METERS 18242     |
 NE1210| NE1672 LENOX RM 2                           25.261 METERS 27605     |
 NE1210| NE1211 ROMEO                               APPROX.18.1 KM 2863536.0 |
 NE1210|---------------------------------------------------------------------|
 NE1210
 NE1210                          SUPERSEDED SURVEY CONTROL
 NE1210
 NE1210  NAD 83(1986)-  42 49 25.01955(N)    082 46 46.51820(W) AD(       ) 1
 NE1210  NAD 27      -  42 49 24.91421(N)    082 46 46.79187(W) AD(       ) 1
 NE1210
 NE1210.Superseded values are not recommended for survey control.
 NE1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1210.See file dsdata.txt to determine how the superseded data were derived.
 NE1210
 NE1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5453342764(NAD 83)
 NE1210_MARKER: B = BOLT
 NE1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1210_SP_SET: SQUARE CONCRETE MONUMENT
 NE1210_STAMPING: USLS 1909
 NE1210_MARK LOGO: USLS  
 NE1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1210+STABILITY: SURFACE MOTION
 NE1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1210+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 NE1210
 NE1210  HISTORY     - Date     Condition        Report By
 NE1210  HISTORY     - 1909     MONUMENTED       USLS
 NE1210  HISTORY     - 1932     SEE DESCRIPTION  USLS
 NE1210  HISTORY     - 1943     SEE DESCRIPTION  CGS
 NE1210  HISTORY     - 1974     SEE DESCRIPTION  LOCENG
 NE1210  HISTORY     - 1980     GOOD             MIDH
 NE1210  HISTORY     - 19831018 GOOD             NGS
 NE1210  HISTORY     - 19831115 GOOD             NGS
 NE1210  HISTORY     - 19931115 GOOD             USDA
 NE1210  HISTORY     - 19941115 GOOD             LOCENG
 NE1210  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE1210  HISTORY     - 20060816 GOOD             SPALD
 NE1210
 NE1210                          STATION DESCRIPTION
 NE1210
 NE1210'DESCRIBED BY US LAKE SURVEY 1932
 NE1210'ABOUT 0.9 MILE W OF MEMPHIS RIDGE ROAD, ON N SIDE OF CLAY
 NE1210'ROAD, IN
 NE1210'CULTIVATED FIELD ON FARM OF ARTHUR KRAUSE, IN SW CORNER
 NE1210'OF SE 1/4 SE 1/4 SEC. 22, T.5
 NE1210'N., R. 14 E., RICHMOND TOWNSHIP, 444
 NE1210'FEET FROM SE CORNER OF FARMHOUSE, 364 FEET
 NE1210'FROM 24-INCH ELM TREE,
 NE1210'38.3 FEET N OF SECTION LINE, 20.4 FEET N OF E-W FENCE, AND 81
 NE1210'FEET E OF
 NE1210'N-S FENCE.  MARKED BY 3/8-INCH BOLT SURROUNDED BY 3
 NE1210'SPIKES IN CONCRETE MONUMENT
 NE1210'INSCRIBED U.S.L.S. 1909, 18 INCHES
 NE1210'BELOW SURFACE OF GROUND.  FOLLOWING DISTANCES
 NE1210'AND AZIMUTHS ARE
 NE1210'FROM STATION (IN 1909)- CONCRETE REFERENCE MARK, 20.6 FEET,
 NE1210'140 DEG 43
 NE1210'MIN, CONCRETE REFERENCE MARK, 23.2 FEET, 226 DEG 26 MIN, 18-INCH OAK
 NE1210'TREE, 212 FEET, 185 DEG 09
 NE1210'MIN, SE CORNER OF SMALL HOUSE, 558 FEET,
 NE1210'284 DEG 03 MIN, WELL AND WINDMILL, 584 FEET,
 NE1210'276 DEG 50 MIN, NE CORNER OF BARN.
 NE1210'600 FEET, 274 DEG 52 MIN, 6-INCH ELM TREE, 31.0 FEET, 235 DEG
 NE1210'22 MIN, AND 6-INCH ELM TREE,
 NE1210'28.3 FEET, 125 DEG 06 MIN.
 NE1210
 NE1210                          STATION RECOVERY (1943)
 NE1210
 NE1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1210'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS
 NE1210'WERE FOUND TO BE
 NE1210'IN GOOD CONDITION, ALL DISTANCES TO REFERENCE
 NE1210'MARKS WERE CHECKED AND FOUND TO BE
 NE1210'CORRECT.  A NEW AZIMUTH MARK
 NE1210'WAS ESTABLISHED BY THIS PARTY AS DESCRIBED BELOW.  A
 NE1210'COMPLETE DESCRIPTION
 NE1210'FOLLOWS-
 NE1210'
 NE1210'STATION IS LOCATED ON THE N SIDE OF CLAY ROAD ABOUT 2 MILES
 NE1210'NW OF THE VILLAGE
 NE1210'OF RICHMOND AND ON LAND OWNED BY ARTHUR KRAUSE.
 NE1210'IT IS 38.3 FEET N OF THE CENTER LINE
 NE1210'OF CLAY ROAD, 20.4 FEET N OF
 NE1210'AN E-W FENCELINE, AND 81 FEET E OF A N-S FENCELINE.
 NE1210'THE MARK IS A
 NE1210'3/8-INCH BOLT SET IN A CONCRETE BASE SURROUNDED BY THREE SPIKES
 NE1210'FORMING A TRIANGLE.
 NE1210'IT IS 18 INCHES BELOW THE GROUND.
 NE1210'
 NE1210'REFERENCE MARK 1 IS 19.72 FEET S OF THE STATION IN THE N
 NE1210'FENCELINE OF CLAY
 NE1210'ROAD.  IT IS A BRONZE U.S. LAKE SURVEY DISK SET
 NE1210'IN CONCRETE FLUSH WITH THE GROUND
 NE1210'AND STAMPED LENOX REF 1 1935.
 NE1210'
 NE1210'REFERENCE MARK 2 IS 82.88 FEET W OF THE STATION IN THE N-S
 NE1210'FENCELINE AND 33
 NE1210'FEET N OF THE N ROAD FENCELINE.  THE DISK IS A
 NE1210'BRONZE U.S. LAKE SURVEY TABLET SET
 NE1210'IN CONCRETE ABOUT 1 INCH ABOVE
 NE1210'THE GROUND AND STAMPED LENOX REF 2 1935.
 NE1210'
 NE1210'AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, 25.6 FEET S
 NE1210'OF THE CENTER LINE
 NE1210'OF THE ROAD, 2.5 FEET S OF A REFERENCE POST
 NE1210'AND 3.6 FEET SW OF A POLE.  THE DISK
 NE1210'IS STAMPED LENOX 1943.
 NE1210'
 NE1210'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE INTERSECTION
 NE1210'OF STATE HIGHWAY
 NE1210'19 AND BOARDMAN STREET IN MEMPHIS, GO S ON
 NE1210'HIGHWAY 19 FOR 5.25 MILES TO CLAY
 NE1210'ROAD, TURN RIGHT ON CLAY ROAD
 NE1210'AND GO 0.6 MILE TO AZIMUTH MARK ON THE LEFT,
 NE1210'CONTINUE 0.3 MILE TO
 NE1210'STATION.
 NE1210
 NE1210                          STATION RECOVERY (1974)
 NE1210
 NE1210'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (JEM)
 NE1210'COMMONWEALTH ASSOCIATES INC.
 NE1210'MARK STAMPED-
 NE1210'U.S.L.S. 1909-3/8 BOLT SURROUNDED BY 3 SPIKES.  CONDITION- GOOD.
 NE1210'
 NE1210'(AZIMUTH MARK) NOT FOUND ASSUMED DESTROYED.
 NE1210'
 NE1210'REFERENCE MARKS 1 AND 2 NOT FOUND ASSUMED DESTROYED
 NE1210'
 NE1210'ALL DISTANCES CHAINED TO GENERAL LOCATION OF MARKS.  AREA PROBED.
 NE1210
 NE1210                          STATION RECOVERY (1980)
 NE1210
 NE1210'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (ELM)
 NE1210'THE STATION WAS FOUND IN GOOD CONDITION.  THE REFERENCE MARKS AND THE
 NE1210'AZIMUTH MARK COULD NOT BE FOUND.  THE 1943 TO REACH AND DESCRIPTION
 NE1210'ARE ADEQUATE WITH THE FOLLOWING ADDITIONS.  THE STATION IS 42 FEET
 NE1210'NORTH OF 33 MILE ROAD CENTERLINE, 109.5 NORTHEAST OF A POWER POLE,
 NE1210'AND 1266 FEET WEST OF THE CENTER OF LOWE PLANK ROAD.  THE STATION
 NE1210'IS LOCATED IN SECTION 27 NOT SECTION 22 AS STATED IN THE ORIGINAL
 NE1210'DESCRIPTION.  A NEW WITNESS POST WAS PLACED 4 FEET EAST OF THE
 NE1210'STATION.
 NE1210
 NE1210                          STATION RECOVERY (1983)
 NE1210
 NE1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 NE1210'STATION IS LOCATED IN QUAD. 420824,  ABOUT 3.2 KM (2.0 MI) NORTHWEST
 NE1210'OF THE VILLAGE OF RICHMOND ALONG THE NORTH SIDE OF 33 MILE ROAD, ON
 NE1210'PROPERTY OWNED BY MR. TOM FORD OF 195 NORTH WILSON BLVD., MT.
 NE1210'CLEMENS, MICHIGAN, (PHONE NUMBER (313) 465-0870), AND IN THE
 NE1210'SOUTHWEST CORNER OF THE SE 1/4 SEC. 27, T 5 N, R 14 E.
 NE1210'TO REACH FROM THE POST OFFICE IN RICHMOND, GO NORTH ON STATE HIGHWAY
 NE1210'M-19 FOR 2.02 KM (1.26 MI) TO ITS JUNCTION WITH 33 MILE ROAD ON LEFT.
 NE1210'TURN LEFT ON 33 MILE ROAD AND GO WEST FOR 0.81 KM (0.50 MI) TO THE
 NE1210'AZIMUTH MARK ON RIGHT.  CONTINUE WEST ON 33 MILE ROAD FOR 0.65 KM
 NE1210'(0.40 MI) TO THE STATION ON RIGHT.
 NE1210'THE STATION IS THE RUSTED STEM FROM A 3/8 INCH BOLT, SURROUNDED BY 3
 NE1210'SPIKES IN A CONCRETE MONUMENT WITH U.S.L.S. 1909 INSCRIBED IN THE
 NE1210'MONUMENT AND ABOUT 2 FEET BELOW GROUND SURFACE.  ONE SIDE OF THE
 NE1210'MONUMENT IS EXPOSED DUE TO A DITCH-LINE ON THE SOUTH SIDE OF
 NE1210'MONUMENT.  LOCATED 12.802 M (42.001 FT) NORTH FROM THE CENTER OF 33
 NE1210'MILE ROAD, 1.981 M (6.499 FT)  NORTH FROM THE CENTER OF DITCH RUNNING
 NE1210'EAST AND WEST ALONG 33 MILE ROAD, 1.219 M (3.999 FT) WEST FROM A
 NE1210'METAL WITNESS POST AND 0.610 M (2.001 FT) SOUTH FROM A WITNESS POST.
 NE1210'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK NO 2 1983 USING
 NE1210'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1210'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.6 METERS
 NE1210'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NE1210
 NE1210                          STATION RECOVERY (1983)
 NE1210
 NE1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 NE1210'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  BOTH REFERENCE
 NE1210'MARKS WERE DESTROYED AND THE AZIMUTH MARK WAS NOT RECOVERED.  A NEW
 NE1210'REFERENCE MARK 3 AND AZIMUTH MARK 2 WAS ESTABLISHED AT THIS TIME.  A
 NE1210'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 NE1210' 
 NE1210'THE STATION IS LOCATED ABOUT 2 MILES (3.2 KM) NORTHWEST OF THE VILLAGE
 NE1210'OF RICHMOND ALONG THE NORTH SIDE OF 33 MILE (53.1 KM) ROAD AND ON
 NE1210'PROPERTY OWNED BY MR TOM FORD 195 N WILSON BLVD, MT CLEMENS MICHIGAN.
 NE1210'IN SW CORNER OF SE 1/4 SECTION 27  T 5 N  R 14 E.  TO REACH THE
 NE1210'STATION FROM THE POST OFFICE IN RICHMOND MICHIGAN GO NORTH ON STATE
 NE1210'HIGHWAY M 19 FOR 1.25 MILES (2.01 KM) TO ITS JUNCTION WITH 33 MILE
 NE1210'(53.1 KM) ROAD ON LEFT.  TURN LEFT ON 33 MILE (53.1 KM) ROAD AND GO
 NE1210'WEST FOR 0.5 MILE (0.8 KM) TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 NE1210'WEST ON 33 MILE (53.1 KM) ROAD FOR 0.4 MILES (0.6 KM) TO THE STATION
 NE1210'ON RIGHT AS DESCRIBED.
 NE1210' 
 NE1210'THE STATION IS A STANDARD USLS DISK.  THE STATION IS THE RUSTED STEM
 NE1210'FROM A 3/8 INCH BOLT SURROUNDED BY 3 SPIKES IN CONCRETE MONUMENT WITH
 NE1210'USLS 1909 INSCRIBED IN MONUMENT AND ABOUT 2 FT (0.6 M) BELOW GROUND
 NE1210'SURFACE.  ONE SIDE OF MONUMENT IS EXPOSED DUE TO A DITCH-LINE ON SOUTH
 NE1210'SIDE OF MONUMENT.  THE STATION IS LOCATED 12.802 METERS (42.001 FT)
 NE1210'NORTH FROM THE CENTER-LINE OF 33 MILE (53.1 KM) ROAD 0.610 METERS
 NE1210'(2.001 FT) SOUTH FROM A WITNESS POST 1.219 METERS (3.999 FT) WEST FROM
 NE1210'A METAL WITNESS POS 1.981 METERS (6.499 FT) NORTH FROM THE CENTER OF
 NE1210'DITCH RUNNING EAST AND WEST ALONG 33 MILE (53.1 KM) ROAD.
 NE1210' 
 NE1210'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--LENOX USLS 1909 NO
 NE1210'3 1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES
 NE1210'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 7.925
 NE1210'METERS (26.001 FT) NORTH FROM THE CENTERLINE OF 33 MILE (53.1 KM)
 NE1210'ROAD 5.334 METERS (17.500 FT) SOUTH FROM THE WITNESS POST AND 2.438
 NE1210'METERS (7.999 FT) SOUTH FROM THE CENTER OF DITCH AND 0.3 METER (1.0
 NE1210'FT) HIGHER THAN THE STATION.
 NE1210' 
 NE1210'THE STATION IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--LENOX USLS
 NE1210'1909 NO 2 1983--,  CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 NE1210'THE WEST CONCRETE ABUTEMENT OF A 24 INCH CULVERT UNDER THE DRIVEWAY
 NE1210'LEADING TOP HOUSE NUMBER 35325.  LOCATED 16.6 FT (5.1 M) 0.060 METERS
 NE1210'(0.197 FT) NORTH FROM THE CENTERLINE OF 33 MILE (53.1 KM) ROAD AND
 NE1210'10.0 FT (3.0 M) 3.048 METERS (10.000 FT) WEST FROM THE CENTERLINE OF
 NE1210'THE DRIVEWAY LEADING TO HOUSE NUMBER 34325.  A TRAVERSE CONNECTION WAS
 NE1210'MADE TO TRIANGULATION STATION LENOX USLS 1909 USING POLARIS
 NE1210'OBSERVATION AND ELECTRONIC DISTANCE MEASURING EQUIPMENT.  HEIGHT OF
 NE1210'LIGHT ABOVE STATION MARK WAS 1.5 METERS. (4.9 FT).  LOCATED ABOUT 2.0
 NE1210'MILES (3.2 KM) NORTHWEST OF THE VILLAGE OF RICHMOND ALONG THE
 NE1210'NORTH-SIDE OF 33 MILE (53.1 KM) ROAD AND ON HIGHWAY RIGHT-OF-WAY.  TO
 NE1210'REACH FROM THE POST OFFICE IN RICHMOND MICHIGAN GO NORTH ON STATE
 NE1210'HIGHWAY M 19 FOR 1.25 MILES (2.01 KM) TO ITS JUNCTION WITH 33 MILE
 NE1210'(53.1 KM) ROAD ON LEFT.  TURN LEFT AND GO WEST ON 33 MILE (53.1 KM)
 NE1210'ROAD FOR 0.5 MILE (0.8 KM) TO THE STATION ON RIGHT AS DESCRIBED.
 NE1210
 NE1210                          STATION RECOVERY (1993)
 NE1210
 NE1210'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE1210'RECOVERED WITH FOLLOWING ADDITION.  CURRENTLY THERE ARE TWO SURVEY
 NE1210'MARKER SIGNS VISIBLE FROM FROM THE ROAD WITHIN THREE FEET OF STATION.
 NE1210
 NE1210                          STATION RECOVERY (1994)
 NE1210
 NE1210'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE1210'RECOVERED IN GOOD CONDITION. NOTE-- CURRENTLY THERE ARE TWO SURVEY
 NE1210'WITNESS SIGNS VISIBLE FROM THE ROAD WITHIN THREE FEET OF STATION.
 NE1210
 NE1210                          STATION RECOVERY (2003)
 NE1210
 NE1210'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE1210'ACCORDING TO MR JAMES WEKS REMOVED THE SUMMER OF 2002. ACROSS STREET
 NE1210'FROM ADDRESS 33462
 NE1210
 NE1210                          STATION RECOVERY (2006)
 NE1210
 NE1210'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1210'THE STATION IS THE RUSTED STEM FROM A 3/8 INCH RUSTED BOLT, SURROUNDED
 NE1210'BY 3 SPIKES SET IN A CONCRETE MONUMENT WITH USLS 1909 INSCRIBED IN THE
 NE1210'CONCRETE. NORTH SIDE OF MONUMENT IS BELOW GROUND LEVEL AND THE SOUTH
 NE1210'SIDE IS EXPOSED TO A DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1663 ***********************************************************************
 NE1663  DESIGNATION -  LENOX AZ MK 2
 NE1663  PID         -  NE1663
 NE1663  STATE/COUNTY-  MI/MACOMB
 NE1663  USGS QUAD   -  RICHMOND (1991)
 NE1663
 NE1663                         *CURRENT SURVEY CONTROL
 NE1663  ___________________________________________________________________
 NE1663* NAD 83(1994)-  42 49 25.52132(N)    082 46 18.57094(W)     ADJUSTED  
 NE1663* NAVD 88     -       229.4    (meters)     753.     (feet)  VERTCON   
 NE1663  ___________________________________________________________________
 NE1663  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 NE1663  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE1663
 NE1663  HORZ ORDER  -  THIRD
 NE1663
 NE1663.The horizontal coordinates were established by classical geodetic methods
 NE1663.and adjusted by the National Geodetic Survey in February 1997..
 NE1663
 NE1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1663
 NE1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1663
 NE1663.The geoid height was determined by GEOID03.
 NE1663
 NE1663;                    North         East     Units Scale Factor Converg.
 NE1663;SPC MI S     -   148,274.301 4,130,396.111   MT  0.99990745   +1 05 07.2
 NE1663;SPC MI S     -   486,464.24 13,551,168.34   iFT  0.99990745   +1 05 07.2
 NE1663;UTM  17      - 4,742,765.977   355,167.568   MT  0.99985807   -1 12 16.6
 NE1663
 NE1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1663!SPC MI S     -   0.99996951  x   0.99990745  =   0.99987696
 NE1663!UTM  17      -   0.99996951  x   0.99985807  =   0.99982758
 NE1663
 NE1663                          SUPERSEDED SURVEY CONTROL
 NE1663
 NE1663  NAD 83(1986)-  42 49 25.51465(N)    082 46 18.60610(W) AD(       ) 3
 NE1663  NGVD 29 (04/09/92)  229.5    (m)          753.     (f) VERT ANG       
 NE1663
 NE1663.Superseded values are not recommended for survey control.
 NE1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1663.See file dsdata.txt to determine how the superseded data were derived.
 NE1663
 NE1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH5516842766(NAD 83)
 NE1663_MARKER: DZ = AZIMUTH MARK DISK
 NE1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 NE1663_SP_SET: ABUTMENT OF 24 INCH CULVERT
 NE1663_STAMPING: LENOX USLS 1909 NO. 2 1983
 NE1663_MARK LOGO: NGS   
 NE1663_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1663_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE1663+STABILITY: POSITION/ELEVATION WELL
 NE1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1663+SATELLITE: SATELLITE OBSERVATIONS - 1983
 NE1663
 NE1663  HISTORY     - Date     Condition        Report By
 NE1663  HISTORY     - 1983     MONUMENTED       NGS
 NE1663  HISTORY     - 20030802 MARK NOT FOUND   USPSQD
 NE1663  HISTORY     - 20060816 MARK NOT FOUND   SPALD
 NE1663
 NE1663                          STATION DESCRIPTION
 NE1663
 NE1663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 NE1663'THE STATION IS LOCATED IN QUAD. 420824, ABOUT 3.2 KM (2.0 MI)
 NE1663'NORTHWEST OF THE VILLAGE OF RICHMOND ALONG THE NORTH SIDE OF 33 MILE
 NE1663'ROAD, ON HIGHWAY RIGHT-OF-WAY PROPERTY, AND IN THE SW CORNER OF SEC.
 NE1663'26, T 5 N, R 14 E.
 NE1663'TO REACH FROM THE POST OFFICE IN RICHMOND, MICHIGAN, GO NORTH ON STATE
 NE1663'HIGHWAY M-19 FOR 2.02 KM (1.26 MI) TO ITS JUNCTION WITH 33 MILE ROAD
 NE1663'ON LEFT.  TURN LEFT ON 33 MILE ROAD AND GO WEST FOR 0.81 KM
 NE1663'(0.50 MI) TO THE MARK ON RIGHT.
 NE1663'THE STATION IS CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 NE1663'WEST CONCRETE ABUTMENT OF A 24 INCH CULVERT UNDER THE DRIVEWAY
 NE1663'LEADING TO HOUSE NUMBER 34325.  IT IS 5.060 M (16.601 FT) NORTH FROM
 NE1663'THE CENTER OF 33 MILE ROAD AND 3.048 M (10.000 FT) WEST FROM THE
 NE1663'CENTER OF DRIVEWAY LEADING TO HOUSE NO. 34325.
 NE1663'A TRAVERSE CONNECTION WAS MADE TO STATION LENOX USLS 1909 USING
 NE1663'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 NE1663'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 NE1663'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR/MICHIGAN.
 NE1663
 NE1663                          STATION RECOVERY (2003)
 NE1663
 NE1663'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRR)
 NE1663'CEMENT CULVERT REMOVED BY COUNTY AND GALV STEEL CULVERT WAS PUT IN ITS
 NE1663' 
 NE1663'PLACE. HOME OWNER VERFIED THE REMOVAL.
 NE1663
 NE1663                          STATION RECOVERY (2006)
 NE1663
 NE1663'RECOVERY NOTE BY SPALDING DEDECKER ASSOC 2006 (CWB)
 NE1663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0511 ***********************************************************************
 PL0511  DESIGNATION -  LEROY
 PL0511  PID         -  PL0511
 PL0511  STATE/COUNTY-  MI/OSCEOLA
 PL0511  USGS QUAD   -  
 PL0511
 PL0511                         *CURRENT SURVEY CONTROL
 PL0511  ___________________________________________________________________
 PL0511* NAD 83(1994)-  44 01 45.08319(N)    085 22 45.65574(W)     ADJUSTED  
 PL0511* NAVD 88     -       425.15   (+/-2cm)    1394.8    (feet)  VERTCON   
 PL0511  ___________________________________________________________________
 PL0511  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 PL0511  GEOID HEIGHT-         -32.84  (meters)                     GEOID03
 PL0511
 PL0511  HORZ ORDER  -  FIRST
 PL0511  VERT ORDER  -  THIRD ? (See Below)
 PL0511
 PL0511.The horizontal coordinates were established by classical geodetic methods
 PL0511.and adjusted by the National Geodetic Survey in February 1997..
 PL0511
 PL0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0511.The vertical order pertains to the NGVD 29 superseded value.
 PL0511
 PL0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0511
 PL0511.The geoid height was determined by GEOID03.
 PL0511
 PL0511;                    North         East     Units Scale Factor Converg.
 PL0511;SPC MI C     -    79,685.155 5,918,815.404   MT  1.00003889   -0 42 55.3
 PL0511;SPC MI C     -   261,434.24 19,418,685.71   iFT  1.00003889   -0 42 55.3
 PL0511;UTM  16      - 4,876,391.653   629,871.164   MT  0.99980744   +1 07 35.6
 PL0511
 PL0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0511!SPC MI C     -   0.99993849  x   1.00003889  =   0.99997738
 PL0511!UTM  16      -   0.99993849  x   0.99980744  =   0.99974594
 PL0511
 PL0511|---------------------------------------------------------------------|
 PL0511| PID    Reference Object                     Distance      Geod. Az  |
 PL0511|                                                           dddmmss.s |
 PL0511| CH1329 LE ROY RM 1                          24.306 METERS 05322     |
 PL0511| OK0598 HERSEY                              APPROX.12.1 KM 1851031.8 |
 PL0511| CH1331 LE ROY RM 3                           8.476 METERS 29416     |
 PL0511| CH1330 LE ROY RM 2                                        29905     |
 PL0511|---------------------------------------------------------------------|
 PL0511
 PL0511                          SUPERSEDED SURVEY CONTROL
 PL0511
 PL0511  NAD 83(1986)-  44 01 45.07998(N)    085 22 45.66169(W) AD(       ) 1
 PL0511  NAD 27      -  44 01 45.02855(N)    085 22 45.47634(W) AD(       ) 1
 PL0511  NGVD 29 (07/19/86)  425.24   (m)         1395.1    (f) LEVELING    3  
 PL0511
 PL0511.Superseded values are not recommended for survey control.
 PL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0511.See file dsdata.txt to determine how the superseded data were derived.
 PL0511
 PL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP2987176392(NAD 83)
 PL0511_MARKER: DS = TRIANGULATION STATION DISK
 PL0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0511_STAMPING: LEROY 1931
 PL0511_MARK LOGO: CGS   
 PL0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0511+STABILITY: SURFACE MOTION
 PL0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0511+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 PL0511
 PL0511  HISTORY     - Date     Condition        Report By
 PL0511  HISTORY     - 1931     MONUMENTED       CGS
 PL0511  HISTORY     - 1932     SEE DESCRIPTION  CGS
 PL0511  HISTORY     - 1971     SEE DESCRIPTION  LOCENG
 PL0511  HISTORY     - 1980     GOOD             NGS
 PL0511  HISTORY     - 19911130 GOOD             LOCENG
 PL0511  HISTORY     - 20010927 GOOD             USPSQD
 PL0511
 PL0511                          STATION DESCRIPTION
 PL0511
 PL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1932
 PL0511'ABOUT 3.5 MILES EAST-SOUTHEAST OF LE ROY, IN NW1/4 SEC. 22, T. 19 N.,
 PL0511'R. 9 W., ON LAND OWNED BY WILLIAM PORTOUS OF LE ROY.
 PL0511'TO REACH FROM LE ROY BY ROUTE 131, GO NORTH ABOUT 200
 PL0511'FEET FROM EDWARD LARSONS GENERAL
 PL0511'STORE AND TURN RIGHT ON GRAVEL ROAD, AND FOLLOW
 PL0511'THIS ROAD EAST 1.5 MILES TO T-ROAD.  TURN SOUTH AND
 PL0511'GO 0.5 MILE, THENCE EAST 2.0
 PL0511'MILES TO TOP OF GRADE.  STATION IS ON FLAT-TOPPED KNOLL ABOUT 400
 PL0511'FEET SOUTH OF ROAD, AND 25
 PL0511'METERS (82 FEET) NORTH-NORTHEAST OF 9-INCH HICKORY TREE.  SURFACE
 PL0511'AND UNDERGROUND MARKS ARE
 PL0511'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A
 PL0511'AND 7A.  UPPER MARK PROJECTS 6 INCHES ABOVE
 PL0511'GROUND.  REFERENCE MARKS ARE
 PL0511'STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS AT
 PL0511'FOOT OF MAPLE TREE, (26 FEET)
 PL0511'WEST OF CENTER LINE OF NORTH-AND-SOUTH ROAD, 0.6 METER (2 FEET) EAST
 PL0511'OF NORTH-AND-SOUTH FENCE LINE,
 PL0511'APPROXIMATELY 75 METERS (246 FEET) NORTH OF CENTER
 PL0511'LINE OF EAST-AND-WEST ROAD, AND APPROXIMATELY
 PL0511'1/4 MILE FROM STATION IN AZIMUTH
 PL0511'119 DEG. 04 MIN. 52 SEC.
 PL0511
 PL0511                          STATION RECOVERY (1971)
 PL0511
 PL0511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JEP)
 PL0511'RECOVERED BY FERRIS STATE COLLEGE
 PL0511'
 PL0511'MARK STAMPED- CONDITION-
 PL0511'LEROY - 1931 (STA.
 PL0511'MARK) EXELLENT
 PL0511'LEROY NO. 1 - 1931 EXELLENT
 PL0511'LEROY NO. 2 - 1931 (AZIMUTH) EXELLENT
 PL0511'
 PL0511'PRESENT SITUATION IS SATISFACTORY- AZIMUTH MARK IS NOT DIRECTLY
 PL0511'VISIBLE FROM
 PL0511'STATION.  NO BLDGS ON PROPERTY, PLAT BOOK LISTS PRESENT OWNER
 PL0511'OF PROPERTY AS ONE
 PL0511'BERNARD J. WOJDYLAKE (NW 1/4 OF SEC. 22)
 PL0511'
 PL0511'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES EAST AND 1/2 MILE
 PL0511'SOUTH OF LEROY
 PL0511
 PL0511                          STATION RECOVERY (1980)
 PL0511
 PL0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0511'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN
 PL0511'GOOD CONDITION.  REFERENCE MARK 2 HAS BEEN HIT AND IS
 PL0511'EXPOSED 0.76 METER ABOVE THE GROUND SURFACE.  THE DISTANCE
 PL0511'TO REFERENCE MARK 1 COMPARED FAVORABLY WITH THE 1931 DATA.
 PL0511'REFERENCE MARK 3 WAS ESTABLISHED THIS DATE.
 PL0511'THE STATION IS LOCATED ABOUT 20.5 KM (12-3/4 MI) NORTHEAST
 PL0511'OF REED CITY, 17.3 KM (10-3/4 MI) NORTHWEST OF EVART,
 PL0511'6.4 KM (4 MI) EAST-SOUTHEAST OF LEROY, IN THE
 PL0511'NW1/4,S22,T19N,R9W OF ROSE LAKE TOWNSHIP AND ON PROPERTY
 PL0511'OWNED BY MR. BERNARD WOJDYLSKI, 546 WEST BRIAR PLACE,
 PL0511'CHICAGO, IL 60657.
 PL0511'
 PL0511'TO REACH THE STATION FROM THE POST OFFICE IN LEROY GO EAST
 PL0511'ON GILBERT STREET FOR 0.8 KM (0.5 MI) TO A 4-WAY STOP AT A
 PL0511'CROSSROAD.  CONTINUE AHEAD, NOW ON LEROY ROAD, FOR 1.9 KM
 PL0511'(1.2 MI) TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH ON
 PL0511'PENESAL ROAD FOR 0.8 KM (0.5 MI) TO A T-INTERSECTION.  TURN
 PL0511'LEFT AND GO EAST ON 15 MILE ROAD FOR 2.7 KM (1.7 MI) TO
 PL0511'150TH AVENUE AND THE END OF THE PAVEMENT.  REFERENCE MARK 2
 PL0511'IS 81.1 METERS (266 FEET) TO THE NORTH.  CONTINUE EAST ON
 PL0511'15 MILE ROAD (GRAVELED) FOR 0.5 KM (0.3 MI) TO A PIPELINE
 PL0511'CROSSING THE ROAD.  TURN RIGHT AND GO SOUTH ON A TRACK ROAD
 PL0511'FOR 0.08 KM (0.05 MI) TO THE TOP OF A RIDGE.  BEAR RIGHT FOR
 PL0511'61.6 METERS (202 FEET) TO THE TOP OF THE HILL AND THE STATION.
 PL0511'
 PL0511'THE STATION IS A STANDARD CGS DISK
 PL0511'STAMPED---LEROY 1931---,
 PL0511'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0511'PROJECTING 14 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0511'21.65 METERS (71.02 FT) NORTHEAST FROM A 36-INCH HICKORY TREE AND
 PL0511'4.21 METERS (13.82 FT) NORTHWEST FROM A TWIN-TRUNKED OAK TREE
 PL0511'WITH A TRIANGLE BLAZE.
 PL0511'
 PL0511'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0511'STAMPED---LEROY NO 1 1931---,
 PL0511'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0511'PROJECTING 15 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0511'1.05 METERS (3.45 FT) WEST-NORTHWEST FROM A MULTI-TRUNKED MAPLE
 PL0511'TREE.
 PL0511'MARK IS BELOW STATION 0.2 METER.
 PL0511'
 PL0511'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0511'STAMPED---LEROY NO 2 1931---,
 PL0511'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0511'PROJECTING 76 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0511'81.1 METERS (266.0 FT) NORTH FROM THE INTERSECTION OF 15 MILE
 PL0511'ROAD AND 150TH AVENUE AND
 PL0511'7.1 METERS (23.0 FT) WEST FROM THE CENTER OF 150TH AVENUE.
 PL0511'MARK IS BELOW STATION 21.55 METERS.
 PL0511'
 PL0511'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 PL0511'STAMPED---LEROY 1931 NO 3 1980---,
 PL0511'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0511'PROJECTING 2 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0511'12.7 METERS (41.63 FT) NORTHWEST FROM THE TWIN-TRUNKED MAPLE
 PL0511'TREE.
 PL0511'MARK IS LEVEL WITH STATION.
 PL0511'
 PL0511'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 20.4 METERS.
 PL0511'LIGHT WAS SHOWN FROM A G-MAST.
 PL0511'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PL0511'AN AZIMUTH MARK.
 PL0511'REFERENCE MARK 2 IS NO LONGER VISIBLE FROM THE
 PL0511'GROUND AT THE STATION.
 PL0511
 PL0511                          STATION RECOVERY (1991)
 PL0511
 PL0511'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991 (JT)
 PL0511'RECOVERED AS DESCRIBED.
 PL0511
 PL0511                          STATION RECOVERY (2001)
 PL0511
 PL0511'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 PL0511'STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
 PL0511'REFERENCE MARK 2 WAS FOUND UPROOTED WITH DISK STILL IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1388 ***********************************************************************
 NF1388  DESIGNATION -  LESLIE CO SHERRIF DEPT MAST
 NF1388  PID         -  NF1388
 NF1388  STATE/COUNTY-  MI/INGHAM
 NF1388  USGS QUAD   -  LESLIE (1970)
 NF1388
 NF1388                         *CURRENT SURVEY CONTROL
 NF1388  ___________________________________________________________________
 NF1388* NAD 83(1994)-  42 28 42.99370(N)    084 26 19.87815(W)     ADJUSTED  
 NF1388* NAVD 88     -                                                        
 NF1388  ___________________________________________________________________
 NF1388  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 NF1388  GEOID HEIGHT-         -33.91  (meters)                     GEOID03
 NF1388
 NF1388  HORZ ORDER  -  THIRD
 NF1388
 NF1388.The horizontal coordinates were established by classical geodetic methods
 NF1388.and adjusted by the National Geodetic Survey in February 1997..
 NF1388
 NF1388
 NF1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1388
 NF1388.The geoid height was determined by GEOID03.
 NF1388
 NF1388;                    North         East     Units Scale Factor Converg.
 NF1388;SPC MI S     -   108,704.046 3,994,064.570   MT  0.99993189   -0 02 56.9
 NF1388;SPC MI S     -   356,640.57 13,103,886.38   iFT  0.99993189   -0 02 56.9
 NF1388;UTM  16      - 4,706,096.439   710,517.371   MT  1.00014529   +1 43 48.8
 NF1388
 NF1388                          SUPERSEDED SURVEY CONTROL
 NF1388
 NF1388  NAD 83(1986)-  42 28 42.99307(N)    084 26 19.89869(W) AD(       ) 4
 NF1388  NAD 27      -  42 28 42.85846(N)    084 26 19.99413(W) AD(       ) 3
 NF1388
 NF1388.Superseded values are not recommended for survey control.
 NF1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1388.See file dsdata.txt to determine how the superseded data were derived.
 NF1388
 NF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1051706096(NAD 83)
 NF1388_MARKER: 42 = RADIO/TV MAST
 NF1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1388+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005
 NF1388
 NF1388  HISTORY     - Date     Condition        Report By
 NF1388  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1388  HISTORY     - 20050423 GOOD             USPSQD
 NF1388
 NF1388                          STATION DESCRIPTION
 NF1388
 NF1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1388'THE STATION IS THE LIGHT ATOP AND CENTER OF THE LESLIE INGHAM COUNTY
 NF1388'SHERIFF DEPARTMENT RADIO MAST WON 23.  IT IS A GUYED, TRUSS-WORK
 NF1388'MAST, PAINTED ALTERNATELY RED AND WHITE, AND IS APPROXIMATELY 150
 NF1388'FEET HIGH.
 NF1388'
 NF1388'LOCATED 1.9 MILES NORTH OF LESLIE, 0.3 MILE EAST OF U.S. HIGHWAY
 NF1388'127, 0.1 MILE SOUTH OF COLVERT ROAD.
 NF1388
 NF1388                          STATION RECOVERY (2005)
 NF1388
 NF1388'RECOVERY NOTE BY US POWER SQUADRON 2005 (AH)
 NF1388'THE TOWER IS INTACT AND FUNCTIONAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0761 ***********************************************************************
 QK0761  DESIGNATION -  LEVERING
 QK0761  PID         -  QK0761
 QK0761  STATE/COUNTY-  MI/EMMET
 QK0761  USGS QUAD   -  
 QK0761
 QK0761                         *CURRENT SURVEY CONTROL
 QK0761  ___________________________________________________________________
 QK0761* NAD 83(1994)-  45 38 01.18118(N)    084 45 22.29195(W)     ADJUSTED  
 QK0761* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 QK0761  ___________________________________________________________________
 QK0761  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 QK0761  GEOID HEIGHT-         -35.34  (meters)                     GEOID03
 QK0761
 QK0761  HORZ ORDER  -  FIRST
 QK0761
 QK0761.The horizontal coordinates were established by classical geodetic methods
 QK0761.and adjusted by the National Geodetic Survey in February 1997..
 QK0761
 QK0761.The orthometric height was scaled from a topographic map.
 QK0761
 QK0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0761
 QK0761.The geoid height was determined by GEOID03.
 QK0761
 QK0761;                    North         East     Units Scale Factor Converg.
 QK0761;SPC MI C     -   257,544.337 5,969,628.117   MT  0.99998533   -0 16 30.6
 QK0761;SPC MI C     -   844,961.74 19,585,394.08   iFT  0.99998533   -0 16 30.6
 QK0761;UTM  16      - 5,055,794.757   674,885.340   MT  0.99997604   +1 36 16.1
 QK0761
 QK0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0761!SPC MI C     -   0.99996964  x   0.99998533  =   0.99995497
 QK0761!UTM  16      -   0.99996964  x   0.99997604  =   0.99994568
 QK0761
 QK0761|---------------------------------------------------------------------|
 QK0761| PID    Reference Object                     Distance      Geod. Az  |
 QK0761|                                                           dddmmss.s |
 QK0761| CH1338 LEVERING RM 1                        26.525 METERS 13047     |
 QK0761| QK0762 3 RMC                                18.876 METERS 20157     |
 QK0761| QK0764 PELLSTON LOOKOUT TOWER              APPROX.13.4 KM 2174032.1 |
 QK0761| CH1337 LEVERING AZ MK                                     2571808.6 |
 QK0761|---------------------------------------------------------------------|
 QK0761
 QK0761                          SUPERSEDED SURVEY CONTROL
 QK0761
 QK0761  NAD 83(1986)-  45 38 01.17487(N)    084 45 22.29254(W) AD(       ) 1
 QK0761  NAD 27      -  45 38 01.13300(N)    084 45 22.12600(W) AD(       ) 1
 QK0761
 QK0761.Superseded values are not recommended for survey control.
 QK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0761.See file dsdata.txt to determine how the superseded data were derived.
 QK0761
 QK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7488555795(NAD 83)
 QK0761_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0761
 QK0761  HISTORY     - Date     Condition        Report By
 QK0761  HISTORY     - 1956     MONUMENTED       CGS
 QK0761  HISTORY     - 1962     SEE DESCRIPTION  CGS
 QK0761
 QK0761                          STATION DESCRIPTION
 QK0761
 QK0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0761'THE STATION IS ABOUT 1.2 MILES EAST OF LEVERING, 1 MILE WEST OF THE
 QK0761'EMMET-CHEBOYGAN COUNTY LINE, ON
 QK0761'THE NORTH SIDE OF A PAVED ROAD ON ROAD RIGHT-OF-WAY.  IT IS
 QK0761'33 FEET NORTH OF THE CENTERLINE OF
 QK0761'THE PAVED ROAD, 25 FEET WEST OF A TRIANGULAR BLAZED
 QK0761'8 INCH ASPEN TREE AND 7 FEET SOUTHEAST OF A WHITE
 QK0761'WITNESS POST.  THE MARK PROJECTS 2
 QK0761'INCHES AND THE DISK IS STAMPED LEVERING 1956.
 QK0761'
 QK0761'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND A
 QK0761'PAVED ROAD EAST IN
 QK0761'LEVERING, GO EAST ON THE PAVED ROAD FOR 1.05 MILE TO THE AZIMUTH MARK
 QK0761'ON THE RIGHT.  CONTINUE EAST ON
 QK0761'PAVED ROAD FOR 0.2 MILE TO THE STATION ON THE LEFT.
 QK0761'
 QK0761'REFERENCE MARK 1 IS 26 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD
 QK0761'AND 33 FEET EAST OF A
 QK0761'TELEPHONE POLE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED
 QK0761'LEVERING NO 1 1956.
 QK0761'
 QK0761'3 RMC (USGS) BM WAS USED AS A REFERENCE MARK.  IT IS 25 FEET SOUTH OF
 QK0761'THE CENTERLINE OF THE PAVED ROAD
 QK0761'AND 2 FEET NORTH OF A FENCE LINE.  THE MARK IS A STANDARD U.S.
 QK0761'GEOLOGICAL SURVEY BENCH MARK DISK
 QK0761'STAMPED 3 RMC 1956 SET IN THE TOP OF A 6 BY 6 INCH
 QK0761'CONCRETE POST THAT PROJECTS 6 INCHES.
 QK0761'
 QK0761'THE AZIMUTH MARK IS 143 FEET WEST OF THE NORTHWEST CORNER OF MR.
 QK0761'ESIDOR MASHOUSKUS HOUSE, 101
 QK0761'FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD, 73 FEET SOUTH OF A
 QK0761'FENCE LINE, 2 FEET NORTH OF A
 QK0761'POWER LINE POLE AND 3 FEET NORTHEAST OF A WHITE WITNESS
 QK0761'POST.  THE MARK PROJECTS 4 INCHES AND THE DISK
 QK0761'IS STAMPED LEVERING 1956.  THE MARK IS
 QK0761'ON PROPERTY OWNED BY MR. ESIDOR MASHOUSKUS.
 QK0761'
 QK0761'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QK0761
 QK0761                          STATION RECOVERY (1962)
 QK0761
 QK0761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (RCY)
 QK0761'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITIN AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0814 ***********************************************************************
 RJ0814  DESIGNATION -  LEWIS IBC 1943
 RJ0814  PID         -  RJ0814
 RJ0814  STATE/COUNTY-  MI/CHIPPEWA
 RJ0814  USGS QUAD   -  PAYMENT (1976)
 RJ0814
 RJ0814                         *CURRENT SURVEY CONTROL
 RJ0814  ___________________________________________________________________
 RJ0814* NAD 83(1994)-  46 30 45.36594(N)    084 14 32.98318(W)     ADJUSTED  
 RJ0814* NAVD 88     -       176.     (meters)     577.     (feet)  SCALED    
 RJ0814  ___________________________________________________________________
 RJ0814  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 RJ0814  GEOID HEIGHT-         -36.72  (meters)                     GEOID03
 RJ0814
 RJ0814  HORZ ORDER  -  THIRD
 RJ0814
 RJ0814.The horizontal coordinates were established by classical geodetic methods
 RJ0814.and adjusted by the National Geodetic Survey in February 1997..
 RJ0814
 RJ0814.The orthometric height was scaled from a topographic map.
 RJ0814
 RJ0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0814
 RJ0814.The geoid height was determined by GEOID03.
 RJ0814
 RJ0814;                    North         East     Units Scale Factor Converg.
 RJ0814;SPC MI N     -   195,878.968 8,211,562.727   MT  0.99991069   +1 59 35.1
 RJ0814;SPC MI N     -   642,647.53 26,940,822.60   iFT  0.99991069   +1 59 35.1
 RJ0814;SPC MI C     -   355,186.827 6,009,532.273   MT  1.00029012   +0 05 15.8
 RJ0814;SPC MI C     - 1,165,311.11 19,716,313.23   iFT  1.00029012   +0 05 15.8
 RJ0814;UTM  16      - 5,154,698.184   711,535.435   MT  1.00015006   +2 00 05.0
 RJ0814
 RJ0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0814!SPC MI N     -   0.99997817  x   0.99991069  =   0.99988886
 RJ0814!SPC MI C     -   0.99997817  x   1.00029012  =   1.00026828
 RJ0814!UTM  16      -   0.99997817  x   1.00015006  =   1.00012822
 RJ0814
 RJ0814:                Primary Azimuth Mark                     Grid Az
 RJ0814:SPC MI N     -  BRASSAR IBC 1943                         199 19 59.2
 RJ0814:SPC MI C     -  BRASSAR IBC 1943                         201 14 18.5
 RJ0814:UTM  16      -  BRASSAR IBC 1943                         199 19 29.3
 RJ0814
 RJ0814|---------------------------------------------------------------------|
 RJ0814| PID    Reference Object                     Distance      Geod. Az  |
 RJ0814|                                                           dddmmss.s |
 RJ0814| RJ0815 BRASSAR IBC 1943                    APPROX. 0.8 KM 2011934.3 |
 RJ0814| RJ0829 SAULT STE MARIE E AERIAL POLE       APPROX. 4.1 KM 2780749.5 |
 RJ0814| RJ0830 SAULT STE MARIE W AERIAL POLE       APPROX. 4.3 KM 2780722.4 |
 RJ0814|---------------------------------------------------------------------|
 RJ0814
 RJ0814                          SUPERSEDED SURVEY CONTROL
 RJ0814
 RJ0814  NAD 83(1986)-  46 30 45.35275(N)    084 14 33.00177(W) AD(       ) 3
 RJ0814  NAD 27      -  46 30 45.27400(N)    084 14 32.86800(W) AD(       ) 3
 RJ0814
 RJ0814.Superseded values are not recommended for survey control.
 RJ0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0814.See file dsdata.txt to determine how the superseded data were derived.
 RJ0814
 RJ0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1153554698(NAD 83)
 RJ0814_MARKER: DH = HORIZONTAL CONTROL DISK
 RJ0814_SETTING: 80 = SET IN A BOULDER
 RJ0814_SP_SET: SET IN DRILL HOLE IN A BOULDER
 RJ0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0814+STABILITY: SURFACE MOTION
 RJ0814
 RJ0814  HISTORY     - Date     Condition        Report By
 RJ0814  HISTORY     - 1943     MONUMENTED       IBC
 RJ0814  HISTORY     - 1958     GOOD             IBC
 RJ0814
 RJ0814                          STATION DESCRIPTION
 RJ0814
 RJ0814'DESCRIBED BY INTERNATIONAL BOUNDARY COMMISSION 1943 (JH)
 RJ0814'NEAR THE S SIDE OF POINT LEWIS, SUGAR ISLAND, 3 MILES DOWNSTREAM
 RJ0814'FROM TOPSAIL ISLAND.  IT IS IN EDGE OF TIMBER, ABOUT 10 FEET BACK
 RJ0814'FROM AND 1 FOOT ABOVE THE HIGH - WATER MARK.  IT IS ON A ROUNDED
 RJ0814'EMBEDDED ROCK AT S EDGE OF LARGE BROKEN OUTCROPPING ROCK 20 FT NE
 RJ0814'OF LARGE SPRUCE TREE NEAR TREE LINE, AND 25 FT DOWNSTREAM FROM 2ND
 RJ0814'POINT ON LEWIS POINT.
 RJ0814'
 RJ0814'STATION MARK IS A STANDARD I B C BRONZE - DISK STATION MARK CEMENTED
 RJ0814'IN A DRILL HOLE IN ROUNDED ROCK.
 RJ0814
 RJ0814                          STATION RECOVERY (1958)
 RJ0814
 RJ0814'RECOVERY NOTE BY INTERNATIONAL BOUNDARY COMMISSION 1958 (NWS)
 RJ0814'RECOVERED IN GOOD CONDITION.  IT IS 270 FEET SOUTH OF THE ENTRACE
 RJ0814'TO A SMALL LAGOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0437 ***********************************************************************
 PL0437  DESIGNATION -  LEWISTON RESET
 PL0437  PID         -  PL0437
 PL0437  STATE/COUNTY-  MI/MONTMORENCY
 PL0437  USGS QUAD   -  COMSTOCK HILLS (1950)
 PL0437
 PL0437                         *CURRENT SURVEY CONTROL
 PL0437  ___________________________________________________________________
 PL0437* NAD 83(1994)-  44 51 22.66333(N)    084 19 03.10850(W)     ADJUSTED  
 PL0437* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 PL0437  ___________________________________________________________________
 PL0437  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 PL0437  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PL0437
 PL0437  HORZ ORDER  -  FIRST
 PL0437
 PL0437.The horizontal coordinates were established by classical geodetic methods
 PL0437.and adjusted by the National Geodetic Survey in February 1997..
 PL0437
 PL0437.The orthometric height was scaled from a topographic map.
 PL0437
 PL0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0437
 PL0437.The geoid height was determined by GEOID03.
 PL0437
 PL0437;                    North         East     Units Scale Factor Converg.
 PL0437;SPC MI C     -   171,084.471 6,003,883.597   MT  0.99991386   +0 02 05.0
 PL0437;SPC MI C     -   561,300.76 19,697,780.83   iFT  0.99991386   +0 02 05.0
 PL0437;UTM  16      - 4,970,487.616   711,947.966   MT  1.00015242   +1 53 33.8
 PL0437
 PL0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0437!SPC MI C     -   0.99993624  x   0.99991386  =   0.99985010
 PL0437!UTM  16      -   0.99993624  x   1.00015242  =   1.00008865
 PL0437
 PL0437:                Primary Azimuth Mark                     Grid Az
 PL0437:SPC MI C     -  LEWISTON AZ MK 2                         017 41 42.5
 PL0437:UTM  16      -  LEWISTON AZ MK 2                         015 50 13.7
 PL0437
 PL0437|---------------------------------------------------------------------|
 PL0437| PID    Reference Object                     Distance      Geod. Az  |
 PL0437|                                                           dddmmss.s |
 PL0437| CH1339 LEWISTON AZ MK 2                                   0174347.5 |
 PL0437| CH1341 LEWISTON RM 1                        25.649 METERS 10102     |
 PL0437| PL0438 COMSTOCK FIRE LOOKOUT TOWER          70.375 METERS 11313     |
 PL0437| CH1340 LEWISTON AZ MK                                     3051332.5 |
 PL0437| CH1343 LEWISTON RM 3                        20.129 METERS 33827     |
 PL0437| CH1342 LEWISTON RM 2                        24.975 METERS 35035     |
 PL0437| QK0623 KB FIRE LOOKOUT TOWER               APPROX.18.4 KM 3542936.8 |
 PL0437|---------------------------------------------------------------------|
 PL0437
 PL0437                          SUPERSEDED SURVEY CONTROL
 PL0437
 PL0437  NAD 83(1986)-  44 51 22.65435(N)    084 19 03.11552(W) AD(       ) 1
 PL0437  NAD 27      -  44 51 22.61549(N)    084 19 03.06090(W) AD(       ) 1
 PL0437
 PL0437.Superseded values are not recommended for survey control.
 PL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0437.See file dsdata.txt to determine how the superseded data were derived.
 PL0437
 PL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ1194870488(NAD 83)
 PL0437_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0437
 PL0437  HISTORY     - Date     Condition        Report By
 PL0437  HISTORY     - 1932     MONUMENTED       CGS
 PL0437  HISTORY     - 1949     SEE DESCRIPTION  CGS
 PL0437  HISTORY     - 1971     SEE DESCRIPTION  USGS
 PL0437  HISTORY     - 1972     SEE DESCRIPTION  NGS
 PL0437  HISTORY     - 1980     GOOD             MIDH
 PL0437
 PL0437                          STATION DESCRIPTION
 PL0437
 PL0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0437'ABOUT 21 MILES
 PL0437'SOUTHEAST OF
 PL0437'GAYLORD, 2 MILES SOUTH OF LEWISTON, IN SE 1/4 SEC. 33, T. 29 N., R. 1
 PL0437'E., NEAR SOUTH SECTION LINE AND
 PL0437'COUNTY LINE, ON TOP OF KNOLL ABOUT 50 YARDS NORTHWEST
 PL0437'OF OLD WOOD LOOKOUT, AND 13 FEET SOUTH OF ROAD TO
 PL0437'LOOKOUT.  TO REACH FROM
 PL0437'POST OFFICE AT LEWISTON, GO WEST 0.8 MILE ON MACADAM ROAD TO FIRST
 PL0437'LEFT-HAND ROAD AT END OF OLD
 PL0437'RAILROAD SPUR, TURN LEFT (SOUTH), FOLLOW MAIN ROAD 1.1 MILES TO
 PL0437'T-ROAD AND SIGN TOP OF COMSTOCK
 PL0437'HILLS, TURN LEFT (EAST), GO 100 YARDS TO UNGRADED ROAD
 PL0437'TO SOUTH, GO SOUTH 0.6 MILE TO FORK, FOLLOW
 PL0437'RIGHT-HAND FORK 0.55 MILE, AND TAKE LEFT
 PL0437'FORK 0.4 MILE TO STATION SITE.  SURFACE AND UNDERGROUND MARKS
 PL0437'ARE STANDARD DISK STATION
 PL0437'MARKS IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 2 INCHES.
 PL0437'REFERENCE AND AZIMUTH
 PL0437'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0437'NO. 1 PROJECTS 1 INCH, IS 10 FEET NORTH
 PL0437'OF LOOKOUT ROAD, AND 84.48 FEET (SLOPE) FROM
 PL0437'STATION IN AZIMUTH 281 DEG 00 MIN.  NO. 2 PROJECTS 1 INCH,
 PL0437'IS 20 FEET NORTH OF LOOKOUT ROAD,
 PL0437'AND 82.13 FEET FROM STATION IN AZIMUTH 170 DEG 35 MIN.  AZIMUTH MARK
 PL0437'PROJECTS 4 INCHES, IS ON KNOLL
 PL0437'NORTHWEST OF STATION, ABOUT 12 FEET SOUTHEAST OF LOOKOUT ROAD,
 PL0437'AND APPROXIMATELY 0.15 MILE FROM
 PL0437'STATION IN AZIMUTH 125 DEG 13 MIN 34 SEC.  AZIMUTH
 PL0437'FROM STATION TO MOUNT TOM FIRE LOOKOUT TOWER IS 310
 PL0437'DEG 06 MIN 02 SEC.
 PL0437
 PL0437                          STATION RECOVERY (1949)
 PL0437
 PL0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0437'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 PL0437'THE AZIMUTH MARK WAS NOT FOUND AT
 PL0437'THIS TIME.  REFERENCE MARK NO. 2 IS BEHIND A BUILDING AND IS
 PL0437'OBSTRUCTED.  REFERENCE MARK NO. 1
 PL0437'DIRECTION DID NOT CHECK.  A NEW AZIMUTH MARK AND REFERENCE MARK NO. 3
 PL0437'WAS SET BY THIS PARTY.  A COMPLETE NEW
 PL0437'DESCRIPTION FOLLOWS.
 PL0437'
 PL0437'STATION IS LOCATED 2 MILES SOUTH OF LEWISTON ON THE TOP OF COMSTOCK
 PL0437'HILL.  IT IS 231 FEET WEST OF THE
 PL0437'COMSTOCK FIRE LOOKOUT TOWER, 61 FEET SOUTHEAST OF THE SOUTHEAST
 PL0437'CORNER OF A LOG BUILDING, 33 FEET WEST
 PL0437'OF A POWER LINE POLE, 15 FEET SOUTHWEST OF THE CENTER OF A
 PL0437'SAND ROAD AND 4 FEET NORTHWEST OF A WITNESS
 PL0437'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK
 PL0437'IS STAMPED LEWISTON 1932 (NOTE 1A, 7A).
 PL0437'
 PL0437'REFERENCE MARK NO. 1 IS 84.48 FEET EAST OF THE STATION.  IT IS 10
 PL0437'FEET NORTH OF THE CENTER OF THE SAND
 PL0437'ROAD AND 9 FEET WEST OF A 6 INCH OAK TREE.  THE MARK PROJECTS 3
 PL0437'INCHES AND THE DISK IS STAMPED
 PL0437'LEWISTON NO 1 1932.  (NOTE 11A)
 PL0437'
 PL0437'REFERENCE MARK NO. 3 IS 66.04 FEET NORTHWEST OF THE STATION.  THE
 PL0437'DISK IS SET FLUSH IN A DRILL HOLE IN
 PL0437'THE WEST SIDE OF THE SOUTH ENTRANCE TO THE LOG BUILDING AND IS
 PL0437'STAMPED LEWISTON NO 3 1949.
 PL0437'
 PL0437'AZIMUTH MARK IS 0.3 MILE NORTH OF THE STATION.  IT IS 37 FEET
 PL0437'SOUTHWEST OF THE SOUTHWEST ENTRANCE
 PL0437'OF THE GASSEL LODGE, 21 FEET SOUTHWEST OF THE CENTER OF A SAND ROAD,
 PL0437'9 FEET WEST OF A TELEPHONE POLE
 PL0437'AND 2 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 PL0437'INCHES AND THE DISK IS STAMPED LEWISTON
 PL0437'1949.  (NOTE 11A).
 PL0437'
 PL0437'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH FOR 0.3 MILE TO
 PL0437'THE BOTTOM OF COMSTOCK HILL TO
 PL0437'THE MARK AS DESCRIBED.
 PL0437'
 PL0437'DISTANCES AND DIRECTIONS TO AZIMUTH MARK, REFERENCE MARKS AND OBJECTS
 PL0437'V.G.
 PL0437'
 PL0437'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 PL0437
 PL0437                          STATION RECOVERY (1971)
 PL0437
 PL0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 PL0437'STATION, RM 1 AND RM 2 FOUND IN GOOD CONDITION.  RM 3
 PL0437'HAS BEEN
 PL0437'DESTROYED.  AZIMUTH MARK IN GOOD CONDITION.  BUILDING OBSCURING
 PL0437'RM 2 IS NOW GONE AND IS NOW
 PL0437'VISIBLE.  DISTANCES AND DIRECTIONS CHECKED.
 PL0437
 PL0437                          STATION RECOVERY (1972)
 PL0437
 PL0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 PL0437'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1, 2 AND THE 1949
 PL0437'AZIMUTH MARK WERE
 PL0437'FOUND IN GOOD CONDITION.  REFERENCE MARK 3 WAS NOT
 PL0437'FOUND AND ASSUMED TO HAVE BEEN
 PL0437'DESTROYED.  THE SURFACE STATION MARK WAS
 PL0437'FOUND HIT AND LEANING TO THE NORTHEAST.  A NEW
 PL0437'SURFACE STATION MARK WAS
 PL0437'SET HOLDING THE UNDERGROUND POINT.  THE DIRECTION TO THE
 PL0437'REFERENCE MARKS
 PL0437'CHECKED.  THE DISTANCE TO THE REFERENCE MARKS FAILED TO CHECK AND
 PL0437'WERE MEASURED
 PL0437'HORIZONTAL AT THIS TIME.  A NEW DESCRIPTION FOLLOWS-
 PL0437'
 PL0437'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SEC. 33, T-29-N,
 PL0437'R-1-E, AT THE
 PL0437'HIGHEST POINT OF A KNOLL ABOUT 231 FEET WEST OF THE COMSTOCK
 PL0437'FIRE LOOKOUT TOWER, 83
 PL0437'FEET SOUTH OF A POWER POLE, 33 FEET NORTHEAST
 PL0437'OF A POWER POLE, 1 FOOT EAST OF A METAL
 PL0437'WITNESS POST, 7 FEET NORTH OF
 PL0437'THE CENTERLINE OF SAND ROAD AND AT THE SOUTHWEST EDGE OF A
 PL0437'SMALL CIRCLE FORMED
 PL0437'BY THE ROAD.  THE MONUMENT PROJECTS 3 INCHES AND THE DISK IS
 PL0437'STAMPED LEWISTON 1932
 PL0437'1972.  (NOTE 1B 7A)
 PL0437'
 PL0437'TO REACH THE STATION FROM THE POST OFFICE AT LEWISTON, GO NORTH
 PL0437'0.05 MILE TO STATE
 PL0437'HIGHWAY 612.  TURN LEFT ON THE HIGHWAY AND GO WEST
 PL0437'FOR 0.9 MILE TO A PAVED ROAD SOUTH
 PL0437'(OLD HIGHWAY 612).  TURN LEFT AND GO
 PL0437'SOUTH ON OLD HIGHWAY 612 FOR 1.1 MILES TO A SIDE ROAD
 PL0437'RIGHT.  CONTINUE
 PL0437'SOUTH ON FLEMING ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 PL0437'TURN RIGHT AND GO
 PL0437'SOUTH UPHILL ON SAND ROAD FOR 0.3 MILE TO THE HIGHEST
 PL0437'POINT OF KNOLL AND THE STATION.
 PL0437'
 PL0437'REFERENCE MARK 1 IS 9 FEET NORTH OF THE CENTERLINE OF SAND ROAD,
 PL0437'8 FEET EAST OF A
 PL0437'16 INCH OAK TREE AND 7 FEET SOUTHWEST OF A 10 INCH
 PL0437'OAK TREE.  THE MONUMENT IS FLUSH
 PL0437'AND THE DISK IS STAMPED LEWISTON NO 1
 PL0437'1932.
 PL0437'
 PL0437'REFERENCE MARK 2 IS 2 FEET NORTH OF THE NORTH EDGE OF OLD CONCRETE
 PL0437'FOUNDATION AND 13
 PL0437'FEET EAST OF A POWER POLE, THE MONUMENT PROJECTS 2
 PL0437'INCHES AND THE DISK IS STAMPED
 PL0437'LEWISTON NO 2 1932.
 PL0437'
 PL0437'THE AZIMUTH MARK IS 17 FEET SOUTHWEST OF THE CENTERLINE OF FLEMING
 PL0437'ROAD, 31 FEET
 PL0437'NORTHEAST OF THE CENTERLINE OF ROAD UPHILL, 1 FOOT SOUTH
 PL0437'OF A METAL WITNESS POST, 1 FOOT
 PL0437'EAST OF A WOODEN POST WITH A WITNESS
 PL0437'SIGN ATTACHED AND 13 FEET SOUTHWEST OF THE
 PL0437'EXTENDED CENTERLINE OF THE
 PL0437'NORTH DRIVEWAY TO THE LEWISTON MOTOR LODGE.  THE MONUMENT IS
 PL0437'FLUSH AND THE DISK
 PL0437'IS STAMPED LEWISTON 1949.
 PL0437'
 PL0437'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 2 MILES SOUTH
 PL0437'OF LEWISTON
 PL0437'
 PL0437'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 PL0437
 PL0437                          STATION RECOVERY (1980)
 PL0437
 PL0437'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0437'THE STATION MARK WAS RECOVERED IN FAIR CONDITION.  THE TOP OF THE
 PL0437'CONCRETE WAS CHIPPED AND THE DISK BENT DOWN.  REFERENCE MARK 1 AND THE
 PL0437'AZIMUTH MARK WERE FOUND IN GOOD CONDITION.  THE DISK WAS MISSING FROM
 PL0437'REFERENCE MARK 2.  THE FIRE LOOKOUT TOWER IS GONE BUT THE CONCRETE
 PL0437'BASES ARE STILL IN PLACE.  NEW TO REACH AND WITNESSES FOLLOW.
 PL0437'
 PL0437'TO REACH FROM THE LEWISTON POST OFFICE GO WEST 0.7 MILE ON COUNTY ROAD
 PL0437'612 TO A PAVED ROAD SOUTH ( FLEMING ROAD ), TURN LEFT AND GO SOUTH ON
 PL0437'FLEMING FOR 1.1 MILES TO A ROAD TO THE RIGHT, CONTINUE SOUTHEAST THEN
 PL0437'EAST A DISTANCE OF 0.8 MILE TO A 2 TRACK SAND TRAIL TO THE RIGHT AND
 PL0437'THE AZIMUTH MARK IN THE SOUTHWEST QUADRANT (WE HAVE NOW COME HALF WAY
 PL0437'AROUND EAST TWIN LAKE ON THE WEST SIDE),  TURN RIGHT AND GO SOUTH UP
 PL0437'HILL ON THE SAND TRAIL FOR 0.3 MILE TO THE STATION ON THE HIGHEST
 PL0437'POINT OF THE HILL.
 PL0437'
 PL0437'THE STATION IS A STANDARD CGS DISK STAMPED---LEWISTON 1932 1972---SET
 PL0437'IN TOP OF A 12 INCH DIAMETER CONCRETE MONUMENT 3 INCHES ABOVE THE
 PL0437'GROUND SURFACE.  IT IS 83 FEET S10W FROM A POWER POLE, 33 FEET N80E
 PL0437'FROM A POWER POLE, 7 FEET NORTH FROM THE CENTER OF THE SAND TRAIL AND
 PL0437'4 FEET EAST OF A STEEL POST WITH WITNESS SIGN.
 PL0437'
 PL0437'REFERENCE MARK 1 IS A STANDARD CGS DISK STAMPED---LEWISTON NO 1 1932
 PL0437'---SET IN TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT.  IT IS 11 FEET
 PL0437'NORTH FROM THE CENTER OF THE SAND TRAIL, 7 FEET SOUTH FROM A 10 INCH
 PL0437'OAK AND 8 FEET N65W FROM A 14 INCH OAK.
 PL0437'
 PL0437'THE AZIMUTH MARK IS A STANDARD CGS DISK STAMPED---LEWISTON 1949---SET
 PL0437'IN THE TOP OF AN 11 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 PL0437'GROUND SURFACE.  IT IS 10 FEET S45E FROM A 12 INCH TWIN OAK, 16 FEET
 PL0437'N55E FROM AN 8 INCH OAK, 17 FEET SOUTHWEST FROM THE CENTER OF FLEMING
 PL0437'ROAD, 31 FEET NORTHEAST FROM THE CENTER OF THE SAND TRAIL, ONE FOOT
 PL0437'EAST FROM A WOOD POST AND ONE FOOT OF A METAL POST WITH WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0068 ***********************************************************************
 OJ0068  DESIGNATION -  LEX USLS
 OJ0068  PID         -  OJ0068
 OJ0068  STATE/COUNTY-  MI/SANILAC
 OJ0068  USGS QUAD   -  CROSWELL (1976)
 OJ0068
 OJ0068                         *CURRENT SURVEY CONTROL
 OJ0068  ___________________________________________________________________
 OJ0068* NAD 83(1986)-  43 16 05.     (N)    082 31 38.     (W)     SCALED    
 OJ0068* NAVD 88     -       181.004  (meters)     593.84   (feet)  ADJUSTED  
 OJ0068  ___________________________________________________________________
 OJ0068  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0068  DYNAMIC HT  -         180.967 (meters)     593.72  (feet)  COMP
 OJ0068  MODELED GRAV-     980,407.7   (mgal)                       NAVD 88
 OJ0068
 OJ0068  VERT ORDER  -  FIRST     CLASS 0
 OJ0068
 OJ0068.The horizontal coordinates were scaled from a topographic map and have
 OJ0068.an estimated accuracy of +/- 6 seconds.
 OJ0068
 OJ0068.The orthometric height was determined by differential leveling
 OJ0068.and adjusted by the National Geodetic Survey in June 1991..
 OJ0068.WARNING-Repeat measurements at this control monument indicate possible
 OJ0068.vertical movement.
 OJ0068
 OJ0068.The geoid height was determined by GEOID03.
 OJ0068
 OJ0068.The dynamic height is computed by dividing the NAVD 88
 OJ0068.geopotential number by the normal gravity value computed on the
 OJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0068.degrees latitude (g = 980.6199 gals.).
 OJ0068
 OJ0068.The modeled gravity was interpolated from observed gravity values.
 OJ0068
 OJ0068;                    North         East    Units  Estimated Accuracy
 OJ0068;SPC MI S     -   198,030.    4,149,310.      MT  (+/- 180 meters Scaled)
 OJ0068
 OJ0068                          SUPERSEDED SURVEY CONTROL
 OJ0068
 OJ0068  NGVD 29 (??/??/??)  181.124  (m)          594.24   (f) ADJUSTED    1 0
 OJ0068
 OJ0068.Superseded values are not recommended for survey control.
 OJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0068.See file dsdata.txt to determine how the superseded data were derived.
 OJ0068
 OJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH760917(NAD 83)
 OJ0068_MARKER: DD = SURVEY DISK
 OJ0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0068_SP_SET: BUILDING
 OJ0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0068
 OJ0068  HISTORY     - Date     Condition        Report By
 OJ0068  HISTORY     - 1936     MONUMENTED       USLS
 OJ0068  HISTORY     - 1970     GOOD             USLS
 OJ0068  HISTORY     - 1980     GOOD             NGS
 OJ0068  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0068  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0068  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0068
 OJ0068                          STATION DESCRIPTION
 OJ0068
 OJ0068'DESCRIBED BY US LAKE SURVEY 1970
 OJ0068'AT LEXINGTON.
 OJ0068'LEX IS AT LEXINGTON, SANILAC COUNTY, MICHIGAN, ON THE SOUTH SIDE
 OJ0068'OF HURON AVENUE, AT FOOT OF THE BLUFF, IN NORTH FACE OF AN OLD
 OJ0068'GRISTMILL NOW USED AS A UTILITY GARAGE, 0.4 FOOT WEST OF THE
 OJ0068'NORTHEAST CORNER, 2-1/2 FEET ABOVE THE GROUND, BEING HORIZONTAL
 OJ0068'LINE OF CROSS ON BRONZE DISC SET INTO THE STONE WALL.  BM LEX
 OJ0068'1936.
 OJ0068
 OJ0068                          STATION RECOVERY (1980)
 OJ0068
 OJ0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0068'IN LEXINGTON, 0.08 KILOMETER (0.05 MILE) WEST OF THE EAST END OF
 OJ0068'HURON AVENUE, SET VERTICALLY TWO FEET ABOVE THE GROUND AT THE NORTHEAS
 OJ0068'CORNER AND IN THE NORTH FACE OF AN OLD STONE GRISTMILL NOW USED
 OJ0068'AS A UTILITY GARAGE FOR HOUSE NUMBER 7410 HURON AVENUE, WHICH IS
 OJ0068'A 2 STORY FRAME HOUSE WITH THE APPERANCE OF A BARN ON THE SOUTH
 OJ0068'SIDE OF THE AVENUE. 9.2 METERS (30.2 FEET) SOUTH OF THE CENTER LINE
 OJ0068'OF HURON AVENUE, 0.12 METER (0.4 FEET) WEST OF THE NORTHEAST CORNER
 OJ0068'OF THE GARAGE.
 OJ0068'THE MARK IS 0.2 M ABOVE GROUND.
 OJ0068
 OJ0068                          STATION RECOVERY (1994)
 OJ0068
 OJ0068'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0068'MARK NOT FOUND.
 OJ0068
 OJ0068                          STATION RECOVERY (2002)
 OJ0068
 OJ0068'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0068'OLD STONE GRISTMILL NO LONGER EXISTS, BUT PORTIONS OF BASE OF STONE
 OJ0068'WALLS STILL REMAIN.  LOCATION DESCRIPTION WOULD PLACE MARKER ON
 OJ0068'EXISTING PORTION OF STONE WALL APPROXIMATELY THREE TO FOUR FEET BELOW
 OJ0068'FILL ROCK USED TO STRUCTURE SIDE WALK RUNNING EAST TO WEST ON SOUTH
 OJ0068'SIDE OF HURON AVENUE.
 OJ0068
 OJ0068                          STATION RECOVERY (2005)
 OJ0068
 OJ0068'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0068'STATION RECOVERY NOTE FROM 2002 IS VALID.  SUSPECT MARK HAS BEEN
 OJ0068'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0060 ***********************************************************************
 OJ0060  DESIGNATION -  LEXINGTON 1 USLS
 OJ0060  PID         -  OJ0060
 OJ0060  STATE/COUNTY-  MI/SANILAC
 OJ0060  USGS QUAD   -  CROSWELL (1976)
 OJ0060
 OJ0060                         *CURRENT SURVEY CONTROL
 OJ0060  ___________________________________________________________________
 OJ0060* NAD 83(1986)-  43 16 00.     (N)    082 31 50.     (W)     SCALED    
 OJ0060* NAVD 88     -       189.755  (meters)     622.55   (feet)  ADJUSTED  
 OJ0060  ___________________________________________________________________
 OJ0060  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0060  DYNAMIC HT  -         189.716 (meters)     622.43  (feet)  COMP
 OJ0060  MODELED GRAV-     980,407.6   (mgal)                       NAVD 88
 OJ0060
 OJ0060  VERT ORDER  -  FIRST     CLASS 0
 OJ0060
 OJ0060.The horizontal coordinates were scaled from a topographic map and have
 OJ0060.an estimated accuracy of +/- 6 seconds.
 OJ0060
 OJ0060.The orthometric height was determined by differential leveling
 OJ0060.and adjusted by the National Geodetic Survey in June 1991..
 OJ0060
 OJ0060.The geoid height was determined by GEOID03.
 OJ0060
 OJ0060.The dynamic height is computed by dividing the NAVD 88
 OJ0060.geopotential number by the normal gravity value computed on the
 OJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0060.degrees latitude (g = 980.6199 gals.).
 OJ0060
 OJ0060.The modeled gravity was interpolated from observed gravity values.
 OJ0060
 OJ0060;                    North         East    Units  Estimated Accuracy
 OJ0060;SPC MI S     -   197,870.    4,149,050.      MT  (+/- 180 meters Scaled)
 OJ0060
 OJ0060                          SUPERSEDED SURVEY CONTROL
 OJ0060
 OJ0060  NGVD 29 (??/??/??)  189.874  (m)          622.94   (f) ADJUSTED    1 0
 OJ0060
 OJ0060.Superseded values are not recommended for survey control.
 OJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0060.See file dsdata.txt to determine how the superseded data were derived.
 OJ0060
 OJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757915(NAD 83)
 OJ0060_MARKER: Z = SEE DESCRIPTION
 OJ0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0060_SP_SET: BUILDING
 OJ0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0060
 OJ0060  HISTORY     - Date     Condition        Report By
 OJ0060  HISTORY     - UNK      MONUMENTED       USLS
 OJ0060  HISTORY     - 1901     GOOD             NGS
 OJ0060  HISTORY     - 1980     GOOD             NGS
 OJ0060  HISTORY     - 20020817 GOOD             USPSQD
 OJ0060  HISTORY     - 20050501 GOOD             USPSQD
 OJ0060
 OJ0060                          STATION DESCRIPTION
 OJ0060
 OJ0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1901
 OJ0060'AT LEXINGTON.
 OJ0060'AT LEXINGTON, SANILAC COUNTY, AT THE NORTHEAST CORNER OF MAIN
 OJ0060'AND LAKE STREETS, AT THE M.E. CHURCH, IN THE CENTER OF THE
 OJ0060'CORNER STONE, ABOUT 3 FEET ABOVE THE GROUND, AND 9 INCHES NORTH
 OJ0060'OF THE SOUTHWEST CORNER.  THE CENTER OF THE PERIOD BETWEEN THE
 OJ0060'LETTERS M AND E ON THE CORNER STONE WHICH IS MARKED FIRST M.E.
 OJ0060'CHURCH 1851-1890.
 OJ0060
 OJ0060                          STATION RECOVERY (1980)
 OJ0060
 OJ0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0060'IN LEXINGTON, AT THE UNITED METHODIST CHURCH AT THE NORTHEAST
 OJ0060'CORNER OF THE INTERSECTION OF HIGHWAY 25 (MAIN STREET) AND LAKE
 OJ0060'STREET, THIS MARK IS A CHISELED LINE THROUGH THE CENTER OF THE
 OJ0060'PERIOD BETWEEN THE LETTERS M AND E IN THE CORNER STONE OF THE
 OJ0060'CHURCH AT THE SOUTHWEST CORNER OF THE MAIN ENTRANCE AND ON THE
 OJ0060'WEST FACE OF THE CHURCH, 12.65 METERS (41.5 FEET) EAST OF THE
 OJ0060'CENTER LINE OF THE HIGHWAY, 0.24 METER (0.8 FEET) NORTH OF THE
 OJ0060'SOUTHWEST CORNER OF THE CHURCH AND NORTH OF THE CONCRETE STEP.
 OJ0060'THE MARK IS 0.3 M ABOVE STREET..
 OJ0060
 OJ0060                          STATION RECOVERY (2002)
 OJ0060
 OJ0060'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0060'RECOVERED IN GOOD CONDITION.
 OJ0060
 OJ0060                          STATION RECOVERY (2005)
 OJ0060
 OJ0060'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0061 ***********************************************************************
 OJ0061  DESIGNATION -  LEXINGTON 2 USLS
 OJ0061  PID         -  OJ0061
 OJ0061  STATE/COUNTY-  MI/SANILAC
 OJ0061  USGS QUAD   -  CROSWELL (1976)
 OJ0061
 OJ0061                         *CURRENT SURVEY CONTROL
 OJ0061  ___________________________________________________________________
 OJ0061* NAD 83(1986)-  43 16 03.     (N)    082 31 51.     (W)     SCALED    
 OJ0061* NAVD 88     -       188.572  (meters)     618.67   (feet)  ADJUSTED  
 OJ0061  ___________________________________________________________________
 OJ0061  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0061  DYNAMIC HT  -         188.533 (meters)     618.55  (feet)  COMP
 OJ0061  MODELED GRAV-     980,407.7   (mgal)                       NAVD 88
 OJ0061
 OJ0061  VERT ORDER  -  FIRST     CLASS 0
 OJ0061
 OJ0061.The horizontal coordinates were scaled from a topographic map and have
 OJ0061.an estimated accuracy of +/- 6 seconds.
 OJ0061
 OJ0061.The orthometric height was determined by differential leveling
 OJ0061.and adjusted by the National Geodetic Survey in June 1991..
 OJ0061
 OJ0061.The geoid height was determined by GEOID03.
 OJ0061
 OJ0061.The dynamic height is computed by dividing the NAVD 88
 OJ0061.geopotential number by the normal gravity value computed on the
 OJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0061.degrees latitude (g = 980.6199 gals.).
 OJ0061
 OJ0061.The modeled gravity was interpolated from observed gravity values.
 OJ0061
 OJ0061;                    North         East    Units  Estimated Accuracy
 OJ0061;SPC MI S     -   197,960.    4,149,020.      MT  (+/- 180 meters Scaled)
 OJ0061
 OJ0061                          SUPERSEDED SURVEY CONTROL
 OJ0061
 OJ0061  NGVD 29 (??/??/92)  188.691  (m)          619.06   (f) ADJ UNCH    1 0
 OJ0061
 OJ0061.Superseded values are not recommended for survey control.
 OJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0061.See file dsdata.txt to determine how the superseded data were derived.
 OJ0061
 OJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757916(NAD 83)
 OJ0061_MARKER: Q = CHISELED SQUARE
 OJ0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0061_SP_SET: WATER TABLE
 OJ0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0061
 OJ0061  HISTORY     - Date     Condition        Report By
 OJ0061  HISTORY     - 1901     MONUMENTED       USLS
 OJ0061  HISTORY     - 1901     GOOD             NGS
 OJ0061  HISTORY     - 1980     GOOD             NGS
 OJ0061  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0061  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0061  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0061
 OJ0061                          STATION DESCRIPTION
 OJ0061
 OJ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1901
 OJ0061'AT LEXINGTON.
 OJ0061'LEXINGTON 2 IS AT LEXINGTON, SANILAC COUNTY, MICHIGAN, AT THE
 OJ0061'NORTHEAST CORNER OF MAIN AND BOYINGTON STREETS, ON WEST SIDE OF
 OJ0061'TWO-STORY BRICK BUILDING NUMBER 5547, 2.1 FEET NORTH OF SOUTHWEST
 OJ0061'CORNER, 0.3 FOOT EAST OF OUTER EDGE OF STONE WATER TABLE, BEING
 OJ0061'HIGHEST POINT IN A SQUARE CUT ON TOP OF THE WATER TABLE.  BM
 OJ0061'LEXINGTON NO 2 1901.
 OJ0061
 OJ0061                          STATION RECOVERY (1980)
 OJ0061
 OJ0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0061'INACCESSABLE FOR LEVELS DUE TH NEW FACE ON BUILDING
 OJ0061
 OJ0061                          STATION RECOVERY (1994)
 OJ0061
 OJ0061'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0061'MARK NOT FOUND.
 OJ0061
 OJ0061                          STATION RECOVERY (2002)
 OJ0061
 OJ0061'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0061'BUILDING NUMBER 5547 BOYINGTON HAS BEEN REFACED WHICH COVERS LOCATION
 OJ0061'GIVEN FOR MARKER. MARKER CONFIRMATION WOULD REQUIRE DAMAGING BUILDING
 OJ0061'FACING.
 OJ0061
 OJ0061                          STATION RECOVERY (2005)
 OJ0061
 OJ0061'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0061'STATION RECOVERY NOTE ACCURATE REGARDING REFACING OF BUILDING COVERING
 OJ0061'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0059 ***********************************************************************
 OJ0059  DESIGNATION -  LEXINGTON 3 USLS
 OJ0059  PID         -  OJ0059
 OJ0059  STATE/COUNTY-  MI/SANILAC
 OJ0059  USGS QUAD   -  CROSWELL (1976)
 OJ0059
 OJ0059                         *CURRENT SURVEY CONTROL
 OJ0059  ___________________________________________________________________
 OJ0059* NAD 83(1986)-  43 16 07.     (N)    082 31 51.     (W)     SCALED    
 OJ0059* NAVD 88     -       189.500  (meters)     621.72   (feet)  ADJUSTED  
 OJ0059  ___________________________________________________________________
 OJ0059  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0059  DYNAMIC HT  -         189.461 (meters)     621.59  (feet)  COMP
 OJ0059  MODELED GRAV-     980,407.8   (mgal)                       NAVD 88
 OJ0059
 OJ0059  VERT ORDER  -  FIRST     CLASS 0
 OJ0059
 OJ0059.The horizontal coordinates were scaled from a topographic map and have
 OJ0059.an estimated accuracy of +/- 6 seconds.
 OJ0059
 OJ0059.The orthometric height was determined by differential leveling
 OJ0059.and adjusted by the National Geodetic Survey in June 1991..
 OJ0059
 OJ0059.The geoid height was determined by GEOID03.
 OJ0059
 OJ0059.The dynamic height is computed by dividing the NAVD 88
 OJ0059.geopotential number by the normal gravity value computed on the
 OJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0059.degrees latitude (g = 980.6199 gals.).
 OJ0059
 OJ0059.The modeled gravity was interpolated from observed gravity values.
 OJ0059
 OJ0059;                    North         East    Units  Estimated Accuracy
 OJ0059;SPC MI S     -   198,080.    4,149,020.      MT  (+/- 180 meters Scaled)
 OJ0059
 OJ0059                          SUPERSEDED SURVEY CONTROL
 OJ0059
 OJ0059  NGVD 29 (??/??/??)  189.619  (m)          622.11   (f) ADJUSTED    1 0
 OJ0059
 OJ0059.Superseded values are not recommended for survey control.
 OJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0059.See file dsdata.txt to determine how the superseded data were derived.
 OJ0059
 OJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757917(NAD 83)
 OJ0059_MARKER: B = BOLT
 OJ0059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0059_SP_SET: SILL
 OJ0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0059
 OJ0059  HISTORY     - Date     Condition        Report By
 OJ0059  HISTORY     - 1901     MONUMENTED       USLS
 OJ0059  HISTORY     - 1901     GOOD             NGS
 OJ0059  HISTORY     - 1980     GOOD             NGS
 OJ0059  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 OJ0059  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0059
 OJ0059                          STATION DESCRIPTION
 OJ0059
 OJ0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1901
 OJ0059'AT LEXINGTON.
 OJ0059'LEXINGTON 3 IS AT LEXINGTON, SANILAC COUNTY, MICHIGAN, ON THE EAST
 OJ0059'SIDE OF MAIN STREET, BETWEEN HURON AND SIMONS STREETS, ON THE WEST
 OJ0059'SIDE OF THE THREE-STORY BRICK CITY HALL, ON DOOR SILL OF NORTH DOOR
 OJ0059'TO THE HOSE HOUSE, 9.5 FEET SOUTH OF NORTHWEST CORNER OF 3-STORY
 OJ0059'SECTION OF THE BUILDING, 0.3 FOOT SOUTH OF NORTH END OF THE
 OJ0059'DOOR, 0.1 FOOT EAST OF WEST EDGE OF THE SILL, BEING HIGHEST
 OJ0059'POINT ON TOP OF A BRASS BOLT LEADED INTO THE STONE, MARKED U.S.
 OJ0059'BM LEXINGTON NO 3 1901.
 OJ0059
 OJ0059                          STATION RECOVERY (1980)
 OJ0059
 OJ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0059'IN LEXINGTON, AT THE CITY HALL A THREE STORY BRICK BUILDING ON THE
 OJ0059'EAST SIDE OF HIGHWAY 25 BETWEEN HURON AVENUE AND SIMONS STREET, THIS
 OJ0059'MARK IS A 3/8-INCH BRASS BOLT LEADED INTO THE TOP OF THE NORTHWEST
 OJ0059'CORNER OF THE STONE DOOR SILL OF THE SECOND METAL DOOR ENTRANCE,
 OJ0059'SOUTH OF THE NORTHWEST CORNER OF THE BUILDING. 12.5 METERS (41.0
 OJ0059'FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 10.27 METERS (33.7
 OJ0059'FEET) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 OJ0059'THE MARK IS 0.2 M ABOVE STREET..
 OJ0059
 OJ0059                          STATION RECOVERY (1994)
 OJ0059
 OJ0059'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0059'MARK NOT FOUND.
 OJ0059
 OJ0059                          STATION RECOVERY (2002)
 OJ0059
 OJ0059'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0059'BUILDING STILL IN LOCATION AS DESCRIBED. NEW BRICK AND CEMENT PORCH
 OJ0059'WITH HANDICAP RAMP ADDED TO FRONT OF BUILDING ON WEST SIDE OF
 OJ0059'BUILDING. NEW  PORCH COVERS WHERE MARKER SHOULD BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0058 ***********************************************************************
 OJ0058  DESIGNATION -  LEXINGTON 4 USLS
 OJ0058  PID         -  OJ0058
 OJ0058  STATE/COUNTY-  MI/SANILAC
 OJ0058  USGS QUAD   -  CROSWELL (1976)
 OJ0058
 OJ0058                         *CURRENT SURVEY CONTROL
 OJ0058  ___________________________________________________________________
 OJ0058* NAD 83(1986)-  43 16 11.     (N)    082 31 42.     (W)     SCALED    
 OJ0058* NAVD 88     -       186.505  (meters)     611.89   (feet)  ADJUSTED  
 OJ0058  ___________________________________________________________________
 OJ0058  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0058  DYNAMIC HT  -         186.466 (meters)     611.76  (feet)  COMP
 OJ0058  MODELED GRAV-     980,407.9   (mgal)                       NAVD 88
 OJ0058
 OJ0058  VERT ORDER  -  FIRST     CLASS 0
 OJ0058
 OJ0058.The horizontal coordinates were scaled from a topographic map and have
 OJ0058.an estimated accuracy of +/- 6 seconds.
 OJ0058
 OJ0058.The orthometric height was determined by differential leveling
 OJ0058.and adjusted by the National Geodetic Survey in June 1991..
 OJ0058
 OJ0058.The geoid height was determined by GEOID03.
 OJ0058
 OJ0058.The dynamic height is computed by dividing the NAVD 88
 OJ0058.geopotential number by the normal gravity value computed on the
 OJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0058.degrees latitude (g = 980.6199 gals.).
 OJ0058
 OJ0058.The modeled gravity was interpolated from observed gravity values.
 OJ0058
 OJ0058;                    North         East    Units  Estimated Accuracy
 OJ0058;SPC MI S     -   198,210.    4,149,220.      MT  (+/- 180 meters Scaled)
 OJ0058
 OJ0058                          SUPERSEDED SURVEY CONTROL
 OJ0058
 OJ0058  NGVD 29 (??/??/??)  186.624  (m)          612.28   (f) ADJUSTED    1 0
 OJ0058
 OJ0058.Superseded values are not recommended for survey control.
 OJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0058.See file dsdata.txt to determine how the superseded data were derived.
 OJ0058
 OJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH759919(NAD 83)
 OJ0058_MARKER: B = BOLT
 OJ0058_SETTING: 80 = SET IN A BOULDER
 OJ0058_SP_SET: BOULDER
 OJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0058+STABILITY: SURFACE MOTION
 OJ0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0058+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2002
 OJ0058
 OJ0058  HISTORY     - Date     Condition        Report By
 OJ0058  HISTORY     - 1901     MONUMENTED       USLS
 OJ0058  HISTORY     - 1901     GOOD             NGS
 OJ0058  HISTORY     - 1980     GOOD             NGS
 OJ0058  HISTORY     - 19940727 GOOD             USPSQD
 OJ0058  HISTORY     - 20020817 GOOD             USPSQD
 OJ0058
 OJ0058                          STATION DESCRIPTION
 OJ0058
 OJ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1901
 OJ0058'AT LEXINGTON.
 OJ0058'LEXINGTON 4 IS AT LEXINGTON, SANILAC COUNTY, MICHIGAN, AT THE
 OJ0058'NORTHWEST CORNER OF SIMONS AND DALLAS STREETS, NEAR TOP OF THE BLUFF,
 OJ0058'ON MRS. MARTHA HENRYS PROPERTY AT 7345 SIMONS STREET, 98 FEET NORTH
 OJ0058'OF CENTER LINE OF SIMONS STREET, 33 FEET WEST OF CENTER LINE
 OJ0058'OF DALLAS STREET, 51.5 FEET NORTHEAST OF SOUTHEAST CORNER OF
 OJ0058'A TWO-STORY FRAME HOUSE, 1-FOOT ABOVE THE GROUND, BEING HIGHEST
 OJ0058'POINT ON TOP OF A BRASS BOLT LEADED INTO TOP OF LARGE GRANITE
 OJ0058'BOULDER.  BM LEXINTON NO. 4 1901.
 OJ0058
 OJ0058                          STATION RECOVERY (1980)
 OJ0058
 OJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0058'IN LEXINGTON, AT THE NORTHWEST CORNER OF THE INTERSECTION OF SIMONS
 OJ0058'AND DALLAS STREETS, THIS MARK IS A 3/8-INCH BRASS BOLT LEADED INTO
 OJ0058'THE TOP CENTER OF A 5 X 2.5 FOOT GRANITE BOULDER IN THE EAST LAWN
 OJ0058'OF HOUSE NUMBER 7345 SIMONS STREET. 13.9 METERS (46.6 FEET)
 OJ0058'SOUTHEAST OF THE SOUTHEAST DOUBLE DOOR GARAGE OF HOUSE 7345, 8.54
 OJ0058'METERS (28.0 FEET) SOUTH OF THE SOUTH EDGE OF THE PAVED DRIVE,
 OJ0058'9.45 METERS (31.0 FEET) WEST OF THE CENTER OF DALLAS STREET.
 OJ0058'THE MARK IS 0.34 M ABOVE GROUND.
 OJ0058
 OJ0058                          STATION RECOVERY (1994)
 OJ0058
 OJ0058'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0058'RECOVERED IN GOOD CONDITION.
 OJ0058
 OJ0058                          STATION RECOVERY (2002)
 OJ0058
 OJ0058'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0765 ***********************************************************************
 OJ0765  DESIGNATION -  LEXINGTON E BRK LT
 OJ0765  PID         -  OJ0765
 OJ0765  STATE/COUNTY-  MI/SANILAC
 OJ0765  USGS QUAD   -  CROSWELL (1976)
 OJ0765
 OJ0765                         *CURRENT SURVEY CONTROL
 OJ0765  ___________________________________________________________________
 OJ0765* NAD 83(1994)-  43 15 59.90758(N)    082 31 21.94163(W)     ADJUSTED  
 OJ0765* NAVD 88     -                                                        
 OJ0765  ___________________________________________________________________
 OJ0765  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 OJ0765  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0765
 OJ0765  HORZ ORDER  -  THIRD
 OJ0765
 OJ0765.The horizontal coordinates were established by classical geodetic methods
 OJ0765.and adjusted by the National Geodetic Survey in February 1997..
 OJ0765
 OJ0765
 OJ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0765
 OJ0765.The geoid height was determined by GEOID03.
 OJ0765
 OJ0765;                    North         East     Units Scale Factor Converg.
 OJ0765;SPC MI S     -   197,875.800 4,149,679.433   MT  0.99992903   +1 15 17.4
 OJ0765;SPC MI S     -   649,198.82 13,614,433.84   iFT  0.99992903   +1 15 17.4
 OJ0765;UTM  17      - 4,791,551.219   376,419.359   MT  0.99978787   -1 02 37.8
 OJ0765
 OJ0765                          SUPERSEDED SURVEY CONTROL
 OJ0765
 OJ0765  NAD 83(1986)-  43 15 59.89409(N)    082 31 21.96846(W) AD(       ) 4
 OJ0765  NAD 27      -  43 15 59.79849(N)    082 31 22.23930(W) AD(       ) 3
 OJ0765
 OJ0765.Superseded values are not recommended for survey control.
 OJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0765.See file dsdata.txt to determine how the superseded data were derived.
 OJ0765
 OJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7641991551(NAD 83)
 OJ0765_MARKER: 14 = NAVIGATION LIGHT
 OJ0765_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0765+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0765
 OJ0765  HISTORY     - Date     Condition        Report By
 OJ0765  HISTORY     - 1979     FIRST OBSERVED   NOS
 OJ0765  HISTORY     - 19940728 GOOD             USPSQD
 OJ0765  HISTORY     - 20050501 GOOD             USPSQD
 OJ0765
 OJ0765                          STATION DESCRIPTION
 OJ0765
 OJ0765'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0765'THE STATION,IS THE WHITE LIGHT ON TOP OF A 10 INCH DIAMETER
 OJ0765'STEEL POLE,25 FEET ABOVE LOW WATER DATUM(IGLD)ON THE
 OJ0765'APPROXIMATE CENTERLINE OF THE BREAKWATER AND 25 FEET FROM THE
 OJ0765'SOUTH END OF THE BREAKWATER.THE LIGHT IS LISTED AS NUMBER
 OJ0765'1232 LEXINGTON HARBOR EAST BREAKWATER LIGHT 2 IN THE GREAT LAKES
 OJ0765'LIGHT LIST USCG PUBLICATION.
 OJ0765'
 OJ0765'TO REACH THE STATION FROM THE INTERSECTION OF M 25 AND M90 IN
 OJ0765'LEXINGTON GO NORTH ON M 25 ONE BLOCK TO SIMON STREET.TURN RIGHT
 OJ0765'ON SIMON STREET AND GO TO THE END OF THE ROAD AND THE AREA OF
 OJ0765'THE WEST END OF THE EAST BREAKWATER.WALK OUT ON THE BREAKWATER
 OJ0765'PAST THE THIRD ANGLE IN THE BREAKWATER TO THE SOUTH END OF THE
 OJ0765'BREAKWATER AND THE LIGHT.
 OJ0765'
 OJ0765'DESCRIBED BY T.D.KUCHCIAK
 OJ0765
 OJ0765                          STATION RECOVERY (1994)
 OJ0765
 OJ0765'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0765'RECOVERED IN GOOD CONDITION.
 OJ0765
 OJ0765                          STATION RECOVERY (2005)
 OJ0765
 OJ0765'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0778 ***********************************************************************
 OJ0778  DESIGNATION -  LEXINGTON EPISCOPAL CH SPIRE
 OJ0778  PID         -  OJ0778
 OJ0778  STATE/COUNTY-  MI/SANILAC
 OJ0778  USGS QUAD   -  CROSWELL (1976)
 OJ0778
 OJ0778                         *CURRENT SURVEY CONTROL
 OJ0778  ___________________________________________________________________
 OJ0778* NAD 83(1994)-  43 15 56.10641(N)    082 31 51.76448(W)     ADJUSTED  
 OJ0778* NAVD 88     -                                                        
 OJ0778  ___________________________________________________________________
 OJ0778  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 OJ0778  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0778
 OJ0778  HORZ ORDER  -  THIRD
 OJ0778
 OJ0778.The horizontal coordinates were established by classical geodetic methods
 OJ0778.and adjusted by the National Geodetic Survey in February 1997..
 OJ0778.No horizontal observational check was made to the station.
 OJ0778
 OJ0778
 OJ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0778
 OJ0778.The geoid height was determined by GEOID03.
 OJ0778
 OJ0778;                    North         East     Units Scale Factor Converg.
 OJ0778;SPC MI S     -   197,743.836 4,149,009.631   MT  0.99992890   +1 14 57.1
 OJ0778;SPC MI S     -   648,765.87 13,612,236.32   iFT  0.99992890   +1 14 57.1
 OJ0778;UTM  17      - 4,791,446.240   375,744.898   MT  0.99978992   -1 02 58.1
 OJ0778
 OJ0778                          SUPERSEDED SURVEY CONTROL
 OJ0778
 OJ0778  NAD 83(1986)-  43 15 56.09301(N)    082 31 51.79132(W) AD(       ) 4
 OJ0778  NAD 27      -  43 15 55.99769(N)    082 31 52.06125(W) AD(       ) 3
 OJ0778
 OJ0778.Superseded values are not recommended for survey control.
 OJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0778.See file dsdata.txt to determine how the superseded data were derived.
 OJ0778
 OJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7574591446(NAD 83)
 OJ0778_MARKER: 90 = CHURCH SPIRE
 OJ0778_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0778
 OJ0778  HISTORY     - Date     Condition        Report By
 OJ0778  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0778  HISTORY     - 19940728 GOOD             USPSQD
 OJ0778  HISTORY     - 20020817 GOOD             USPSQD
 OJ0778  HISTORY     - 20050501 GOOD             USPSQD
 OJ0778
 OJ0778                          STATION DESCRIPTION
 OJ0778
 OJ0778'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0778'THE STATION,LEXINGTON EPISCOPAL CH SPIRE, IS THE CENTERLINE OF
 OJ0778'THE CROSS ON TOP OF THE SPIRE.
 OJ0778'
 OJ0778'THE STATION IS LOCATED IN LEXINGTON, MICHIGAN NEAR THE NORTHWEST
 OJ0778'QUADRANT OF THE INTERSECTION OF MAIN STREET AND HUBBARD STREET.
 OJ0778'
 OJ0778'DESCRIBED BY B DECROIX.
 OJ0778
 OJ0778                          STATION RECOVERY (1994)
 OJ0778
 OJ0778'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0778'RECOVERED IN GOOD CONDITION.
 OJ0778
 OJ0778                          STATION RECOVERY (2002)
 OJ0778
 OJ0778'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0778'RECOVERED IN GOOD CONDITION.
 OJ0778
 OJ0778                          STATION RECOVERY (2005)
 OJ0778
 OJ0778'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0777 ***********************************************************************
 OJ0777  DESIGNATION -  LEXINGTON MUN BLDG BELFRY
 OJ0777  PID         -  OJ0777
 OJ0777  STATE/COUNTY-  MI/SANILAC
 OJ0777  USGS QUAD   -  CROSWELL (1976)
 OJ0777
 OJ0777                         *CURRENT SURVEY CONTROL
 OJ0777  ___________________________________________________________________
 OJ0777* NAD 83(1994)-  43 16 08.32364(N)    082 31 51.04236(W)     ADJUSTED  
 OJ0777* NAVD 88     -                                                        
 OJ0777  ___________________________________________________________________
 OJ0777  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 OJ0777  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0777
 OJ0777  HORZ ORDER  -  THIRD
 OJ0777
 OJ0777.The horizontal coordinates were established by classical geodetic methods
 OJ0777.and adjusted by the National Geodetic Survey in February 1997..
 OJ0777.No horizontal observational check was made to the station.
 OJ0777
 OJ0777
 OJ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0777
 OJ0777.The geoid height was determined by GEOID03.
 OJ0777
 OJ0777;                    North         East     Units Scale Factor Converg.
 OJ0777;SPC MI S     -   198,121.105 4,149,017.691   MT  0.99992930   +1 14 57.6
 OJ0777;SPC MI S     -   650,003.63 13,612,262.77   iFT  0.99992930   +1 14 57.6
 OJ0777;UTM  17      - 4,791,822.830   375,768.081   MT  0.99978985   -1 02 57.9
 OJ0777
 OJ0777                          SUPERSEDED SURVEY CONTROL
 OJ0777
 OJ0777  NAD 83(1986)-  43 16 08.31024(N)    082 31 51.06915(W) AD(       ) 4
 OJ0777  NAD 27      -  43 16 08.21500(N)    082 31 51.33887(W) AD(       ) 3
 OJ0777
 OJ0777.Superseded values are not recommended for survey control.
 OJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0777.See file dsdata.txt to determine how the superseded data were derived.
 OJ0777
 OJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7576891823(NAD 83)
 OJ0777_MARKER: 75 = BELFRY
 OJ0777_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0777
 OJ0777  HISTORY     - Date     Condition        Report By
 OJ0777  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0777  HISTORY     - 19940728 GOOD             USPSQD
 OJ0777  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0777
 OJ0777                          STATION DESCRIPTION
 OJ0777
 OJ0777'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0777'THE STATION,LEXINGTON MUN BLDG BELFRY, IS THE CENTERLINE OF THE
 OJ0777'BELFRY ON THE TOP OF THE OLD BUILDING NOW OCCUPIED BY THE
 OJ0777'LEXINGTON FIRE DEPARTMENT AND OTHER MUNICIPAL FUNCTIONS.
 OJ0777'
 OJ0777'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE
 OJ0777'INTERSECTION OF MAIN STREET AND HURON STREET.
 OJ0777'
 OJ0777'DESCRIBED BY B DECROIX.
 OJ0777
 OJ0777                          STATION RECOVERY (1994)
 OJ0777
 OJ0777'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0777'RECOVERED IN GOOD CONDITION.
 OJ0777
 OJ0777                          STATION RECOVERY (2002)
 OJ0777
 OJ0777'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0777'BELFRY IS STILL IN TACK AND IN THE LOCATION AS DESCRIBED.  BUSINESS
 OJ0777'WAS CLOSED AND VERIFICATION ACCESS WAS UNAVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0779 ***********************************************************************
 OJ0779  DESIGNATION -  LEXINGTON TANK
 OJ0779  PID         -  OJ0779
 OJ0779  STATE/COUNTY-  MI/SANILAC
 OJ0779  USGS QUAD   -  CROSWELL (1976)
 OJ0779
 OJ0779                         *CURRENT SURVEY CONTROL
 OJ0779  ___________________________________________________________________
 OJ0779* NAD 83(1994)-  43 16 08.49572(N)    082 32 14.10634(W)     ADJUSTED  
 OJ0779* NAVD 88     -                                                        
 OJ0779  ___________________________________________________________________
 OJ0779  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 OJ0779  GEOID HEIGHT-         -34.64  (meters)                     GEOID03
 OJ0779
 OJ0779  HORZ ORDER  -  THIRD
 OJ0779
 OJ0779.The horizontal coordinates were established by classical geodetic methods
 OJ0779.and adjusted by the National Geodetic Survey in February 1997..
 OJ0779.No horizontal observational check was made to the station.
 OJ0779
 OJ0779
 OJ0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0779
 OJ0779.The geoid height was determined by GEOID03.
 OJ0779
 OJ0779;                    North         East     Units Scale Factor Converg.
 OJ0779;SPC MI S     -   198,115.094 4,148,497.615   MT  0.99992930   +1 14 41.9
 OJ0779;SPC MI S     -   649,983.90 13,610,556.48   iFT  0.99992930   +1 14 41.9
 OJ0779;UTM  17      - 4,791,837.682   375,248.254   MT  0.99979144   -1 03 13.7
 OJ0779
 OJ0779                          SUPERSEDED SURVEY CONTROL
 OJ0779
 OJ0779  NAD 83(1986)-  43 16 08.48239(N)    082 32 14.13312(W) AD(       ) 4
 OJ0779  NAD 27      -  43 16 08.38738(N)    082 32 14.40206(W) AD(       ) 3
 OJ0779
 OJ0779.Superseded values are not recommended for survey control.
 OJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0779.See file dsdata.txt to determine how the superseded data were derived.
 OJ0779
 OJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7524891838(NAD 83)
 OJ0779_MARKER: 51 = TANK
 OJ0779_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0779
 OJ0779  HISTORY     - Date     Condition        Report By
 OJ0779  HISTORY     - 1980     FIRST OBSERVED   NOS
 OJ0779  HISTORY     - 19940728 GOOD             USPSQD
 OJ0779  HISTORY     - 20020817 MARK NOT FOUND   USPSQD
 OJ0779  HISTORY     - 20050501 MARK NOT FOUND   USPSQD
 OJ0779
 OJ0779                          STATION DESCRIPTION
 OJ0779
 OJ0779'DESCRIBED BY NATIONAL OCEAN SERVICE 1980 (RHH)
 OJ0779'THE STATION IS THE CENTERLINE OF THE BALL ATOP THE 4 LEGGED TANK
 OJ0779'WITH A CENTER STANDPIPE STEM.  THE TANK WAS PAINTED SILVER WITH
 OJ0779'THE NAME LEXINGTON PAINTED ON THE MAIN PORTION OF THE TANK.  THE
 OJ0779'STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 OJ0779'OF HENRY AND SIMONS STREETS APPROXIMATELY 90 FEET EAST OF THE
 OJ0779'CENTERLINE OF HENRY STREET AND 50 FEET SOUTH OF THE CENTERLINE OF
 OJ0779'SIMONS STREET.
 OJ0779'
 OJ0779'DESCRIBED BY B DECROIX.
 OJ0779
 OJ0779                          STATION RECOVERY (1994)
 OJ0779
 OJ0779'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0779'RECOVERED IN GOOD CONDITION.
 OJ0779
 OJ0779                          STATION RECOVERY (2002)
 OJ0779
 OJ0779'RECOVERY NOTE BY US POWER SQUADRON 2002 (FPA)
 OJ0779'FOUR LEGGED TANK WITH BALL ATOP NO LONGER EXISTS AT THE SOUTHEAST
 OJ0779'CORNER OF INTERSECTION OF HENRY STREET AND SIMONS STREET. NEIGHBOR
 OJ0779'CONFIRMED THAT TANK WAS REMOVED THREE TO FOUR YEARS PRIOR WHEN NEW
 OJ0779'CITY WATER TANK BECAME OPERATIONAL.
 OJ0779
 OJ0779                          STATION RECOVERY (2005)
 OJ0779
 OJ0779'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0779'STATION RECOVERY NOTE FROM 2002 VALID.  SUSPECT MARK HAS BEEN
 OJ0779'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0767 ***********************************************************************
 OJ0767  DESIGNATION -  LEXINGTON W BRK LT
 OJ0767  PID         -  OJ0767
 OJ0767  STATE/COUNTY-  MI/SANILAC
 OJ0767  USGS QUAD   -  CROSWELL (1976)
 OJ0767
 OJ0767                         *CURRENT SURVEY CONTROL
 OJ0767  ___________________________________________________________________
 OJ0767* NAD 83(1994)-  43 16 02.92801(N)    082 31 24.46315(W)     ADJUSTED  
 OJ0767* NAVD 88     -                                                        
 OJ0767  ___________________________________________________________________
 OJ0767  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 OJ0767  GEOID HEIGHT-         -34.67  (meters)                     GEOID03
 OJ0767
 OJ0767  HORZ ORDER  -  THIRD
 OJ0767
 OJ0767.The horizontal coordinates were established by classical geodetic methods
 OJ0767.and adjusted by the National Geodetic Survey in February 1997..
 OJ0767
 OJ0767
 OJ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0767
 OJ0767.The geoid height was determined by GEOID03.
 OJ0767
 OJ0767;                    North         East     Units Scale Factor Converg.
 OJ0767;SPC MI S     -   197,967.738 4,149,620.544   MT  0.99992912   +1 15 15.7
 OJ0767;SPC MI S     -   649,500.45 13,614,240.63   iFT  0.99992912   +1 15 15.7
 OJ0767;UTM  17      - 4,791,645.432   376,364.214   MT  0.99978803   -1 02 39.6
 OJ0767
 OJ0767                          SUPERSEDED SURVEY CONTROL
 OJ0767
 OJ0767  NAD 83(1986)-  43 16 02.91454(N)    082 31 24.48997(W) AD(       ) 4
 OJ0767  NAD 27      -  43 16 02.81899(N)    082 31 24.76066(W) AD(       ) 3
 OJ0767
 OJ0767.Superseded values are not recommended for survey control.
 OJ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0767.See file dsdata.txt to determine how the superseded data were derived.
 OJ0767
 OJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7636491645(NAD 83)
 OJ0767_MARKER: 14 = NAVIGATION LIGHT
 OJ0767_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0767+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2005
 OJ0767
 OJ0767  HISTORY     - Date     Condition        Report By
 OJ0767  HISTORY     - 1979     FIRST OBSERVED   NOS
 OJ0767  HISTORY     - 19940728 GOOD             USPSQD
 OJ0767  HISTORY     - 20050501 GOOD             USPSQD
 OJ0767
 OJ0767                          STATION DESCRIPTION
 OJ0767
 OJ0767'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0767'THE STATION,IS LOCATED IN LEXINGTON,MICHIGAN ON THE WEST
 OJ0767'BREAKWATER.
 OJ0767'
 OJ0767'TO REACH THE STATION FROM LEXINGTON HARBOR GO BY BOAT TO THE EAST
 OJ0767'END OF THE DETACHED BREAKWATER.THE STATION IS THE GREEN LIGHT ON
 OJ0767'TOP OF A 10 INCH DIAMETER STEEL POLE,26 FEET ABOVE LOW WATER DATUM
 OJ0767'(IGLD),APPROXIMATELY ON THE CENTERLINE OF THE BREAKWATER AND 15
 OJ0767'FEET FROM THE EAST END OF THE BREAKWATER.
 OJ0767'
 OJ0767'DESCRIBED BY T.D.KUCHCIAK
 OJ0767
 OJ0767                          STATION RECOVERY (1994)
 OJ0767
 OJ0767'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0767'RECOVERED IN GOOD CONDITION.
 OJ0767
 OJ0767                          STATION RECOVERY (2005)
 OJ0767
 OJ0767'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 OJ0767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0227 ***********************************************************************
 RJ0227  DESIGNATION -  LH
 RJ0227  PID         -  RJ0227
 RJ0227  STATE/COUNTY-  MI/CHIPPEWA
 RJ0227  USGS QUAD   -  BAIE DE WASAI (1976)
 RJ0227
 RJ0227                         *CURRENT SURVEY CONTROL
 RJ0227  ___________________________________________________________________
 RJ0227* NAD 83(1986)-  46 29 06.     (N)    084 10 04.     (W)     SCALED    
 RJ0227* NAVD 88     -       237.221  (meters)     778.28   (feet)  ADJUSTED  
 RJ0227  ___________________________________________________________________
 RJ0227  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 RJ0227  DYNAMIC HT  -         237.234 (meters)     778.33  (feet)  COMP
 RJ0227  MODELED GRAV-     980,663.8   (mgal)                       NAVD 88
 RJ0227
 RJ0227  VERT ORDER  -  FIRST     CLASS I
 RJ0227
 RJ0227.The horizontal coordinates were scaled from a topographic map and have
 RJ0227.an estimated accuracy of +/- 6 seconds.
 RJ0227
 RJ0227.The orthometric height was determined by differential leveling
 RJ0227.and adjusted by the National Geodetic Survey in June 1991..
 RJ0227
 RJ0227.The geoid height was determined by GEOID03.
 RJ0227
 RJ0227.The dynamic height is computed by dividing the NAVD 88
 RJ0227.geopotential number by the normal gravity value computed on the
 RJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0227.degrees latitude (g = 980.6199 gals.).
 RJ0227
 RJ0227.The modeled gravity was interpolated from observed gravity values.
 RJ0227
 RJ0227;                    North         East    Units  Estimated Accuracy
 RJ0227;SPC MI N     -   193,020.    8,217,400.      MT  (+/- 180 meters Scaled)
 RJ0227
 RJ0227                          SUPERSEDED SURVEY CONTROL
 RJ0227
 RJ0227  NGVD 29 (??/??/92)  237.212  (m)          778.25   (f) ADJ UNCH    1 1
 RJ0227
 RJ0227.Superseded values are not recommended for survey control.
 RJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0227.See file dsdata.txt to determine how the superseded data were derived.
 RJ0227
 RJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS173518(NAD 83)
 RJ0227_MARKER: Z = SEE DESCRIPTION
 RJ0227_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0227+WITH SETTING: INTO GROUND
 RJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0227+STABILITY: SURFACE MOTION
 RJ0227
 RJ0227  HISTORY     - Date     Condition        Report By
 RJ0227  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0227  HISTORY     - 1969     GOOD             USLS
 RJ0227
 RJ0227                          STATION DESCRIPTION
 RJ0227
 RJ0227'DESCRIBED BY US LAKE SURVEY 1969
 RJ0227'AT SUGAR ISLAND.
 RJ0227'LH IS ON SUGAR ISLAND, CHIPPEWA COUNTY, MICHIGAN, FROM FERRY
 RJ0227'DOCK PROCEED 6.3 MILES EAST ON PAVED ROAD TO VICINITY OF MARK
 RJ0227'ON LEFT, 215.0 FEET WEST OF UTILITY POLE NO. SU I-27B-19, 181
 RJ0227'FEET EAST OF UTILITY POLE NO. SU I-27B-20, 33 FEET NORTH OF
 RJ0227'CENTERLINE OF ROAD, 23.7 FEET SOUTH SOUTHEAST OF A TRIANGULAR
 RJ0227'BLAZE IN A 18-INCH MAPLE, JUST ABOVE THE GROUND SURFACE, BEING
 RJ0227'HIGHEST POINT ON TOP OF A 1 1/2-INCH IRON ROD, 10 FEET LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0022 ***********************************************************************
 NE0022  DESIGNATION -  LIBRARY USLS
 NE0022  PID         -  NE0022
 NE0022  STATE/COUNTY-  MI/ST CLAIR
 NE0022  USGS QUAD   -  ST CLAIR (1991)
 NE0022
 NE0022                         *CURRENT SURVEY CONTROL
 NE0022  ___________________________________________________________________
 NE0022* NAD 83(1986)-  42 49 22.     (N)    082 29 14.     (W)     SCALED    
 NE0022* NAVD 88     -       178.945  (meters)     587.09   (feet)  ADJUSTED  
 NE0022  ___________________________________________________________________
 NE0022  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 NE0022  DYNAMIC HT  -         178.897 (meters)     586.93  (feet)  COMP
 NE0022  MODELED GRAV-     980,350.1   (mgal)                       NAVD 88
 NE0022
 NE0022  VERT ORDER  -  FIRST     CLASS 0
 NE0022
 NE0022.The horizontal coordinates were scaled from a topographic map and have
 NE0022.an estimated accuracy of +/- 6 seconds.
 NE0022
 NE0022.The orthometric height was determined by differential leveling
 NE0022.and adjusted by the National Geodetic Survey in June 1991..
 NE0022
 NE0022.The geoid height was determined by GEOID03.
 NE0022
 NE0022.The dynamic height is computed by dividing the NAVD 88
 NE0022.geopotential number by the normal gravity value computed on the
 NE0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0022.degrees latitude (g = 980.6199 gals.).
 NE0022
 NE0022.The modeled gravity was interpolated from observed gravity values.
 NE0022
 NE0022;                    North         East    Units  Estimated Accuracy
 NE0022;SPC MI S     -   148,650.    4,153,660.      MT  (+/- 180 meters Scaled)
 NE0022
 NE0022                          SUPERSEDED SURVEY CONTROL
 NE0022
 NE0022  NGVD 29 (??/??/??)  179.073  (m)          587.51   (f) ADJUSTED    1 0
 NE0022
 NE0022.Superseded values are not recommended for survey control.
 NE0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0022.See file dsdata.txt to determine how the superseded data were derived.
 NE0022
 NE0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH784422(NAD 83)
 NE0022_MARKER: P = PIPE CAP
 NE0022_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NE0022_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NE0022_PROJECTION: FLUSH
 NE0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE0022+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2005
 NE0022_ROD/PIPE-DEPTH: 13.1 meters
 NE0022_SLEEVE-DEPTH  : 12.8 meters
 NE0022
 NE0022  HISTORY     - Date     Condition        Report By
 NE0022  HISTORY     - 1970     MONUMENTED       USLS
 NE0022  HISTORY     - 1970     GOOD             USLS
 NE0022  HISTORY     - 1980     GOOD             NGS
 NE0022  HISTORY     - 1983     GOOD             USPSQD
 NE0022  HISTORY     - 19990605 GOOD             USPSQD
 NE0022  HISTORY     - 20040120 POOR             INDIV
 NE0022  HISTORY     - 20050410 GOOD             USPSQD
 NE0022
 NE0022                          STATION DESCRIPTION
 NE0022
 NE0022'DESCRIBED BY US LAKE SURVEY 1970
 NE0022'AT ST CLAIR.
 NE0022'LIBRARY IS AT ST. CLAIR, ST. CLAIR COUNTY, MICHIGAN, AT THE ST.
 NE0022'CLAIR PUBLIC LIBRARY, 96 FEET NORTH OF CENTERLINE OF CASS ST.,
 NE0022'70.6 FEET SOUTHEAST OF NORTHEAST CORNER AND 35.2 FEET NORTHEAST
 NE0022'OF SOUTHEAST CORNER OF FIREHOUSE, 24.8 FEET EAST OF A RADIO
 NE0022'MAST, 20.9 FEET NORTH OF NORTHWEST CORNER AND IN LINE WITH WEST
 NE0022'FACE OF LIBRARY CHIMNEY, 11.9 FEET WEST OF NORTHWEST CORNER,
 NE0022'AND IN LINE WITH NORTH FACE OF LIBRARY, 5.4 FEET NORTHWESTERLY
 NE0022'OF A NORTHWEST INNER CORNER OF LIBRARY, 1 1/2 FEET BELOW THE
 NE0022'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A STAINLESS
 NE0022'STEEL PLUG ON TOP OF A 3/8-INCH DIAMETER GALVANIZED STEEL PIPE,
 NE0022'43 FEET LONG.  THE PIPE IS ENCASED IN A 1-INCH DIAMETER STEEL
 NE0022'PIPE AND THE MARK IS PROTECTED BY A 6-INCH DIAMETER CONCRETE
 NE0022'PIPE WITH COVER 1-FOOT BELOW THE GROUND SURFACE.  NOTE-- PREV.
 NE0022'DESIG. BM LIBRARY 1970
 NE0022
 NE0022                          STATION RECOVERY (1980)
 NE0022
 NE0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0022'IN ST CLAIR NEAR THE JUNCTION OF THIRD AND CASS STREETS, AT THE NORTH
 NE0022'WEST CORNER OF THE ST CLAIR LIBRARY, JUST INSIDE THE GATE OF A 6-FOOT
 NE0022'CHAIN LINK FENCE AROUND THE AIR CONDITIONERS FOR THE LIBRARY, 7.6
 NE0022'METERS (24.8 FEET) EAST OF A SMALL CITIZENS BAND RADIO MAST, 3.6
 NE0022'METERS (11.9 FEET) WEST OF THE NORTHWEST CORNER OF THE LIBRARY AND IN
 NE0022'LINE WITH THE NORTH FACE OF THE BUILDING, 1.6 METERS (5.4 FEET) NORTH
 NE0022'WEST OF THE INNER NORTHWEST CORNER, AND 0.3 METERS (1.0 FOOT) EAST OF
 NE0022'THE WEST GATE POST.  NOTE, THIS MARK IS THE TOP OF A STAINLESS STEEL
 NE0022'PLUG ON TOP OF A 3/8 INCH GALVANIZED PIPE AND AT THIS TIME IT WAS
 NE0022'ENCASED IN A 5-INCH PVC PIPE WITH AN ALUMINUM ACCESS COVER AND
 NE0022'STAMPED (LIBRARY) AND IS FLUSH WITH THE GROUND.
 NE0022'THE MARK IS 0.3 M BELOW GROUND.
 NE0022
 NE0022                          STATION RECOVERY (1983)
 NE0022
 NE0022'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0022'IN ST. CLAIR NEAR JUNCTION OF THIRD AND CASS STREETS AT THE NORTHWEST
 NE0022'CORNER OF ST. CLAIR LIBRARY, JUST INSIDE GATE OF 6 FOOT FENCE AROUND
 NE0022'THE AIR CONDITIONING EQUIPMENT, 24.8 FEET EAST OF SMALL RADIO MAST,
 NE0022'11.9 FEET WEST OF NORTHWEST CORNER OF LIBRARY BUILDING AND IN LINE
 NE0022'WITH THE NORTH FACE OF THE BUILDING. THIS MARK IS IN THE TOP OF A
 NE0022'STAINLESS STEEL PLUG ON TOP OF A 3/8-INCH GALVANIZED PIPE ENCASED IN
 NE0022'5-INCH PVC PIPE WITH ALUMINUM COVER AND STAMPED 'LIBRARY' FLUSH WITH
 NE0022'GROUND.
 NE0022
 NE0022                          STATION RECOVERY (1999)
 NE0022
 NE0022'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0022'RECOVERED IN GOOD CONDITION.
 NE0022
 NE0022                          STATION RECOVERY (2004)
 NE0022
 NE0022'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DBB)
 NE0022'RECOVERY NOTE BY BMJ ENGINEERS AND SURVEYOR'S, INC 2004
 NE0022'MARK WAS LOCATED UNDERNEATH OF A LARGE AIR CONDITIONING UNIT. A
 NE0022'CONCRETE PAD FOR THE AC UNIT APPEARS TO HAVE BEEN POURED AROUND THE 5
 NE0022'INCH PVC CASE WITH ALUMINUM COVER AS DESCRIBED IN PREVIOUS RECOVERY
 NE0022'NOTES. COVER IS ACCESSABLE WITH SOME DIFFICULTY BUT MARK CANNOT BE
 NE0022'ACCESSED FOR NORMAL OBSERVATION PURPOSES.
 NE0022
 NE0022                          STATION RECOVERY (2005)
 NE0022
 NE0022'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0022'STATION RECOVERY NOTE FROM 2004 ACCURATE.  MARK IS UNDER AN AIR
 NE0022'CONDITIONER UNIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0615 ***********************************************************************
 NE0615  DESIGNATION -  LIBY USLS
 NE0615  PID         -  NE0615
 NE0615  STATE/COUNTY-  MI/WAYNE
 NE0615  USGS QUAD   -  DETROIT (1980)
 NE0615
 NE0615                         *CURRENT SURVEY CONTROL
 NE0615  ___________________________________________________________________
 NE0615* NAD 83(1986)-  42 18 03.     (N)    083 05 42.     (W)     SCALED    
 NE0615* NAVD 88     -       181.471  (meters)     595.38   (feet)  ADJUSTED  
 NE0615  ___________________________________________________________________
 NE0615  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 NE0615  DYNAMIC HT  -         181.417 (meters)     595.20  (feet)  COMP
 NE0615  MODELED GRAV-     980,318.4   (mgal)                       NAVD 88
 NE0615
 NE0615  VERT ORDER  -  FIRST     CLASS 0
 NE0615
 NE0615.The horizontal coordinates were scaled from a topographic map and have
 NE0615.an estimated accuracy of +/- 6 seconds.
 NE0615
 NE0615.The orthometric height was determined by differential leveling
 NE0615.and adjusted by the National Geodetic Survey in June 1991..
 NE0615
 NE0615.The geoid height was determined by GEOID03.
 NE0615
 NE0615.The dynamic height is computed by dividing the NAVD 88
 NE0615.geopotential number by the normal gravity value computed on the
 NE0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0615.degrees latitude (g = 980.6199 gals.).
 NE0615
 NE0615.The modeled gravity was interpolated from observed gravity values.
 NE0615
 NE0615;                    North         East    Units  Estimated Accuracy
 NE0615;SPC MI S     -    89,750.    4,104,850.      MT  (+/- 180 meters Scaled)
 NE0615
 NE0615                          SUPERSEDED SURVEY CONTROL
 NE0615
 NE0615  NGVD 29 (??/??/92)  181.644  (m)          595.94   (f) ADJ UNCH    1 0
 NE0615
 NE0615.Superseded values are not recommended for survey control.
 NE0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0615.See file dsdata.txt to determine how the superseded data were derived.
 NE0615
 NE0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG273853(NAD 83)
 NE0615_MARKER: Z = SEE DESCRIPTION
 NE0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE0615_SP_SET: BUILDING
 NE0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0615
 NE0615  HISTORY     - Date     Condition        Report By
 NE0615  HISTORY     - 1948     MONUMENTED       USLS
 NE0615  HISTORY     - 1970     GOOD             USLS
 NE0615  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0615
 NE0615                          STATION DESCRIPTION
 NE0615
 NE0615'DESCRIBED BY US LAKE SURVEY 1970
 NE0615'AT FT WAYNE MILITARY RES.
 NE0615'LIBY IS IN THE SOUTHWEST PART OF DETROIT, WAYNE COUNTY, MICHIGAN,
 NE0615'AT FORT WAYNE MILITARY RESERVATION, APPROXIMATELY 400 FEET
 NE0615'FROM THE WEST JEFFERSON CURB, 41.0 FEET NORTHEAST OF CENTERLINE
 NE0615'OF STREET THROUGH THE NORTHERLY ENTRANCE GATE, 26.2 FEET FROM
 NE0615'NORTHWEST CURB OF DRIVE SOUTHEAST TO TWO-STORY BRICK BUILDING
 NE0615'NUMBER 312, APPROXIMATELY IN LINE WITH SOUTHEAST FACE OF THE
 NE0615'BUILDING, 2.7 FEET FROM THE SOUTH CORNER, 1/4 FOOT BELOW THE
 NE0615'GROUND SURFACE, BEING HIGHEST POINT ON TOP OF 1-INCH IRON ROD,
 NE0615'16 FEET LONG.  NOTE-- PREV. DESIG. BM LIBY 1948.
 NE0615
 NE0615                          STATION RECOVERY (1980)
 NE0615
 NE0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0615'NOT RECOVERED, BUILDING HAS BEEN TORN DOWN FOR PARKING LOT,
 NE0615'MARK HAS EITHER BEEN DESTROYED OR COVERED BY ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0204 ***********************************************************************
 RJ0204  DESIGNATION -  LIGHT
 RJ0204  PID         -  RJ0204
 RJ0204  STATE/COUNTY-  MI/CHIPPEWA
 RJ0204  USGS QUAD   -  GOETZVILLE (1976)
 RJ0204
 RJ0204                         *CURRENT SURVEY CONTROL
 RJ0204  ___________________________________________________________________
 RJ0204* NAD 83(1986)-  46 16 04.     (N)    084 05 46.     (W)     SCALED    
 RJ0204* NAVD 88     -       192.383  (meters)     631.18   (feet)  ADJUSTED  
 RJ0204  ___________________________________________________________________
 RJ0204  GEOID HEIGHT-         -36.60  (meters)                     GEOID03
 RJ0204  DYNAMIC HT  -         192.392 (meters)     631.21  (feet)  COMP
 RJ0204  MODELED GRAV-     980,659.7   (mgal)                       NAVD 88
 RJ0204
 RJ0204  VERT ORDER  -  FIRST     CLASS I
 RJ0204
 RJ0204.The horizontal coordinates were scaled from a topographic map and have
 RJ0204.an estimated accuracy of +/- 6 seconds.
 RJ0204
 RJ0204.The orthometric height was determined by differential leveling
 RJ0204.and adjusted by the National Geodetic Survey in June 1991..
 RJ0204
 RJ0204.The geoid height was determined by GEOID03.
 RJ0204
 RJ0204.The dynamic height is computed by dividing the NAVD 88
 RJ0204.geopotential number by the normal gravity value computed on the
 RJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0204.degrees latitude (g = 980.6199 gals.).
 RJ0204
 RJ0204.The modeled gravity was interpolated from observed gravity values.
 RJ0204
 RJ0204;                    North         East    Units  Estimated Accuracy
 RJ0204;SPC MI N     -   169,090.    8,223,790.      MT  (+/- 180 meters Scaled)
 RJ0204
 RJ0204                          SUPERSEDED SURVEY CONTROL
 RJ0204
 RJ0204  NGVD 29 (??/??/92)  192.365  (m)          631.12   (f) ADJ UNCH    1 1
 RJ0204
 RJ0204.Superseded values are not recommended for survey control.
 RJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0204.See file dsdata.txt to determine how the superseded data were derived.
 RJ0204
 RJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS237278(NAD 83)
 RJ0204_MARKER: B = BOLT
 RJ0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0204_SP_SET: CONCRETE FOUNDATION
 RJ0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0204
 RJ0204  HISTORY     - Date     Condition        Report By
 RJ0204  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0204  HISTORY     - 1969     GOOD             USLS
 RJ0204
 RJ0204                          STATION DESCRIPTION
 RJ0204
 RJ0204'DESCRIBED BY US LAKE SURVEY 1969
 RJ0204'AT ST JOSEPH ISLAND.
 RJ0204'LIGHT IS ON ST. JOSEPH ISLAND, ALGOMA COUNTY, ONTARIO, CANADA,
 RJ0204'AT NORTHEAST CORNER OF SAILORS ENCAMPMENT REAR RANGE LIGHT
 RJ0204'FOUNDATION, FROM FERRY DOCK PROCEED SOUTHEAST 1.5 MILES TO
 RJ0204'INTERSECTION OF HIGHWAY NO. 548, TURN RIGHT, GO SOUTHWEST 2.5
 RJ0204'MILES TO INTERSECTION OF D LINE ROAD, CONTINUE SOUTHWEST 2.5 MILES
 RJ0204'TO INTERSECTION OF A LINE ROAD, TURN RIGHT, GO NORTHWEST 1.2 MILES
 RJ0204'TO INTERSECTION OF HIGHWAY NO. 548, TURN LEFT, GO 0.5 MILE
 RJ0204'SOUTHWEST TO A SERVICE DRIVE ON LEFT, 136.5 FEET SOUTHEAST
 RJ0204'OF A TRIANGULAR BLAZE IN A TWIN-TRUNKED CEDAR, 52.0 FEET SOUTHWEST
 RJ0204'OF A TRIANGULAR BLAZE IN A 18-INCH MAPLE, 45.5 FEET EAST OF
 RJ0204'A TRIANGULAR BLAZE IN A 14-INCH MAPLE, 2 FEET ABOVE THE GROUND
 RJ0204'SURFACE, BEING HIGHEST POINT OVER CROSS CUT IN TOP OF A 3/4-INCH
 RJ0204'DIAMETER BOLT (BEING THE SOUTHERN MOST BOLT OF THE EASTERN
 RJ0204'MOST LEG) SET INTO THE CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5449 ***********************************************************************
 AH5449  DESIGNATION -  LIM
 AH5449  PID         -  AH5449
 AH5449  STATE/COUNTY-  MI/CHIPPEWA
 AH5449  USGS QUAD   -  LIME ISLAND (1994)
 AH5449
 AH5449                         *CURRENT SURVEY CONTROL
 AH5449  ___________________________________________________________________
 AH5449* NAD 83(1994)-  46 04 30.04768(N)    083 58 34.27670(W)     ADJUSTED  
 AH5449* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5449  ___________________________________________________________________
 AH5449  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AH5449  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 AH5449
 AH5449  HORZ ORDER  -  THIRD
 AH5449
 AH5449.The horizontal coordinates were established by classical geodetic methods
 AH5449.and adjusted by the National Geodetic Survey in November 1998..
 AH5449
 AH5449.The orthometric height was scaled from a topographic map.
 AH5449
 AH5449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5449
 AH5449.The geoid height was determined by GEOID03.
 AH5449
 AH5449;                    North         East     Units Scale Factor Converg.
 AH5449;SPC MI N     -   148,022.964 8,233,839.841   MT  0.99990954   +2 11 08.1
 AH5449;SPC MI N     -   485,639.65 27,013,910.24   iFT  0.99990954   +2 11 08.1
 AH5449;UTM  17      - 5,106,688.992   269,862.265   MT  1.00025114   -2 08 40.3
 AH5449;UTM  16      - 5,106,827.993   733,820.204   MT  1.00027214   +2 10 44.0
 AH5449
 AH5449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5449!SPC MI N     -   0.99997784  x   0.99990954  =   0.99988738
 AH5449!UTM  17      -   0.99997784  x   1.00025114  =   1.00022897
 AH5449!UTM  16      -   0.99997784  x   1.00027214  =   1.00024997
 AH5449
 AH5449                          SUPERSEDED SURVEY CONTROL
 AH5449
 AH5449.No superseded survey control is available for this station.
 AH5449
 AH5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6986206689(NAD 83)
 AH5449_MARKER: Z = SEE DESCRIPTION
 AH5449_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5449_PROJECTION: FLUSH
 AH5449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5449
 AH5449  HISTORY     - Date     Condition        Report By
 AH5449  HISTORY     - 1988     MONUMENTED       NOS
 AH5449
 AH5449                          STATION DESCRIPTION
 AH5449
 AH5449'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5449'THE STATION IS LOCATED ON THE SOUTHEASTERLY SHORELINE OF LIME ISLAND
 AH5449'ON THE LOWER ST MARYS RIVER.
 AH5449'TO REACH THE STATION FROM THE RABER MUNICIPAL BOAT RAMP GO
 AH5449'EAST-SOUTHEAST ACROSS THE LIME CHANNEL TO THE SOUTHERLY TIP OF LIME
 AH5449'ISLAND.  CIRCLE AROUND THE TIP OF THE ISLAND EASTERLY AND
 AH5449'NORTHEASTERLY TO THE FIRST PROMINENT POINT OF LAND AND THE STATION ON
 AH5449'THE LEFT NEAR THE SHORELINE.
 AH5449'THE STATION IS A 42 INCH ALUMINUM ROD DRIVEN INTO THE GROUND AND
 AH5449'SURROUNDED BY A MASS OF CONCRETE.  AN X IS MARKED INTO THE TOP OF THE
 AH5449'ROD.  IT IS LOCATED 3.5 METERS (11.5 FEET) EAST OF A 4 INCH DIAMETER
 AH5449'BIRCH TREE, AND 2.0 (6.7 FEET) NORTHWEST FROM THE WATERS EDGE.
 AH5449'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5449'DESCRIBED BY B A LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5436 ***********************************************************************
 AH5436  DESIGNATION -  LIME ISLAND DOCK NORTH LT
 AH5436  PID         -  AH5436
 AH5436  STATE/COUNTY-  MI/CHIPPEWA
 AH5436  USGS QUAD   -  GOETZVILLE (1976)
 AH5436
 AH5436                         *CURRENT SURVEY CONTROL
 AH5436  ___________________________________________________________________
 AH5436* NAD 83(1994)-  46 05 17.76104(N)    084 00 46.74200(W)     ADJUSTED  
 AH5436* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 AH5436  ___________________________________________________________________
 AH5436  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AH5436  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 AH5436
 AH5436  HORZ ORDER  -  THIRD
 AH5436
 AH5436.The horizontal coordinates were established by classical geodetic methods
 AH5436.and adjusted by the National Geodetic Survey in November 1998..
 AH5436
 AH5436.The orthometric height was scaled from a topographic map.
 AH5436
 AH5436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5436
 AH5436.The geoid height was determined by GEOID03.
 AH5436
 AH5436;                    North         East     Units Scale Factor Converg.
 AH5436;SPC MI N     -   149,387.088 8,230,940.171   MT  0.99990872   +2 09 32.3
 AH5436;SPC MI N     -   490,115.12 27,004,396.89   iFT  0.99990872   +2 09 32.3
 AH5436;UTM  16      - 5,108,192.928   730,919.659   MT  1.00025557   +2 09 10.2
 AH5436;UTM  17      - 5,108,268.719   267,072.898   MT  1.00026701   -2 10 17.6
 AH5436
 AH5436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5436!SPC MI N     -   0.99997653  x   0.99990872  =   0.99988526
 AH5436!UTM  16      -   0.99997653  x   1.00025557  =   1.00023210
 AH5436!UTM  17      -   0.99997653  x   1.00026701  =   1.00024354
 AH5436
 AH5436                          SUPERSEDED SURVEY CONTROL
 AH5436
 AH5436.No superseded survey control is available for this station.
 AH5436
 AH5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3092008193(NAD 83)
 AH5436_MARKER: 14 = NAVIGATION LIGHT
 AH5436
 AH5436  HISTORY     - Date     Condition        Report By
 AH5436  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5436
 AH5436                          STATION DESCRIPTION
 AH5436
 AH5436'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5436'THE STATION IS LOCATED ON THE WESTERN SHORELINE OF LIME ISLAND AT THE
 AH5436'LAKE COAL CONSOLIDATION COMPANY DOCK.
 AH5436'THE STATION CAN ONLY BE REACHED BY BOAT.  PERMISSION SHOULD BE
 AH5436'OBTAINED FROM THE COAL COMPANY PRIOR TO THE STATIONS USE.
 AH5436'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE LIGHT. THE
 AH5436'LIGHT IS ON TOP OF A SINGLE STEEL POST AT THE NORTH END OF THE DOCK AT
 AH5436'THE COAL COMPANY.
 AH5436'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5437 ***********************************************************************
 AH5437  DESIGNATION -  LIME ISLAND DOCK SOUTH LT
 AH5437  PID         -  AH5437
 AH5437  STATE/COUNTY-  MI/CHIPPEWA
 AH5437  USGS QUAD   -  GOETZVILLE (1976)
 AH5437
 AH5437                         *CURRENT SURVEY CONTROL
 AH5437  ___________________________________________________________________
 AH5437* NAD 83(1994)-  46 05 10.00269(N)    084 00 46.82621(W)     ADJUSTED  
 AH5437* NAVD 88     -       186.     (meters)     610.     (feet)  SCALED    
 AH5437  ___________________________________________________________________
 AH5437  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AH5437  GEOID HEIGHT-         -36.64  (meters)                     GEOID03
 AH5437
 AH5437  HORZ ORDER  -  THIRD
 AH5437
 AH5437.The horizontal coordinates were established by classical geodetic methods
 AH5437.and adjusted by the National Geodetic Survey in November 1998..
 AH5437
 AH5437.The orthometric height was scaled from a topographic map.
 AH5437
 AH5437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5437
 AH5437.The geoid height was determined by GEOID03.
 AH5437
 AH5437;                    North         East     Units Scale Factor Converg.
 AH5437;SPC MI N     -   149,147.666 8,230,947.387   MT  0.99990885   +2 09 32.3
 AH5437;SPC MI N     -   489,329.61 27,004,420.56   iFT  0.99990885   +2 09 32.3
 AH5437;UTM  16      - 5,107,953.422   730,926.851   MT  1.00025561   +2 09 09.8
 AH5437;UTM  17      - 5,108,029.350   267,062.011   MT  1.00026708   -2 10 17.4
 AH5437
 AH5437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5437!SPC MI N     -   0.99997657  x   0.99990885  =   0.99988542
 AH5437!UTM  16      -   0.99997657  x   1.00025561  =   1.00023217
 AH5437!UTM  17      -   0.99997657  x   1.00026708  =   1.00024364
 AH5437
 AH5437                          SUPERSEDED SURVEY CONTROL
 AH5437
 AH5437.No superseded survey control is available for this station.
 AH5437
 AH5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS3092707953(NAD 83)
 AH5437_MARKER: 14 = NAVIGATION LIGHT
 AH5437
 AH5437  HISTORY     - Date     Condition        Report By
 AH5437  HISTORY     - 1988     FIRST OBSERVED   NOS
 AH5437
 AH5437                          STATION DESCRIPTION
 AH5437
 AH5437'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5437'THE STATION IS LOCATED ON THE ST MARYS RIVER ON LIME ISLAND ON A
 AH5437'PRIVATELY OWNED COAL DOCK.
 AH5437'THE STATION CAN ONLY BE REACHED BY BOAT.  THE DOCK IS PRIVATELY SO
 AH5437'PERMISSION MUST BE OBTAINED PRIOR TO THE STATIONS USE.
 AH5437'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE LIGHT ATOP
 AH5437'THE SINGLE STEEL POLE AT THE SOUTH END OF THE COAL DOCK.
 AH5437'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0072 ***********************************************************************
 RH0072  DESIGNATION -  LIME ISLAND LIC+056
 RH0072  PID         -  RH0072
 RH0072  STATE/COUNTY-  MI/CHIPPEWA
 RH0072  USGS QUAD   -  LIME ISLAND (1994)
 RH0072
 RH0072                         *CURRENT SURVEY CONTROL
 RH0072  ___________________________________________________________________
 RH0072* NAD 83(1994)-  46 04 27.13525(N)    083 59 28.18551(W)     ADJUSTED  
 RH0072* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RH0072  ___________________________________________________________________
 RH0072  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 RH0072  GEOID HEIGHT-         -36.67  (meters)                     GEOID03
 RH0072
 RH0072  HORZ ORDER  -  SECOND
 RH0072
 RH0072.The horizontal coordinates were established by classical geodetic methods
 RH0072.and adjusted by the National Geodetic Survey in February 1997..
 RH0072
 RH0072.The orthometric height was scaled from a topographic map.
 RH0072
 RH0072.The Laplace correction was computed from DEFLEC99 derived deflections.
 RH0072
 RH0072.The geoid height was determined by GEOID03.
 RH0072
 RH0072;                    North         East     Units Scale Factor Converg.
 RH0072;SPC MI N     -   147,889.048 8,232,685.778   MT  0.99990959   +2 10 29.1
 RH0072;SPC MI N     -   485,200.29 27,010,123.94   iFT  0.99990959   +2 10 29.1
 RH0072;UTM  17      - 5,106,642.578   268,700.985   MT  1.00025772   -2 09 19.1
 RH0072;UTM  16      - 5,106,694.165   732,665.710   MT  1.00026552   +2 10 05.0
 RH0072
 RH0072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RH0072!SPC MI N     -   0.99997674  x   0.99990959  =   0.99988634
 RH0072!UTM  17      -   0.99997674  x   1.00025772  =   1.00023446
 RH0072!UTM  16      -   0.99997674  x   1.00026552  =   1.00024226
 RH0072
 RH0072                          SUPERSEDED SURVEY CONTROL
 RH0072
 RH0072  NAD 83(1986)-  46 04 27.12364(N)    083 59 28.17908(W) AD(       ) 2
 RH0072
 RH0072.Superseded values are not recommended for survey control.
 RH0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RH0072.See file dsdata.txt to determine how the superseded data were derived.
 RH0072
 RH0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6870106643(NAD 83)
 RH0072_MARKER: DS = TRIANGULATION STATION DISK
 RH0072_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RH0072+WITH SETTING: INFORMATION.
 RH0072_MAGNETIC: N = NO MAGNETIC MATERIAL
 RH0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RH0072
 RH0072  HISTORY     - Date     Condition        Report By
 RH0072  HISTORY     - 1988     MONUMENTED       USE
 RH0072
 RH0072                          STATION DESCRIPTION
 RH0072
 RH0072'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RH0072'THE STATION IS LOCATED ABOUT 53.8 KM (33.4 MI) SOUTH-SOUTHEAST OF
 RH0072'SAULT STE MARIE, 49.7 KM (30.9 MI) EAST-SOUTHEAST OF RUDYARD, 11.9
 RH0072'KM
 RH0072'(7.4 MI) NORTHWEST OF DETOUR VILLAGE ON LIME ISLAND IN GOVT LOT 4,
 RH0072'SEC 36, T43N-R3E.
 RH0072'OWNERSHIP---STATE OF MICHIGAN
 RH0072'
 RH0072'TO REACH THE STATION FROM THE POST OFFICE IN GOETZVILLE GO NORTH FOR
 RH0072'4.4 KM (0.85 MI) ON HIGHWAY M-48 TO NORTH RABER ROAD, TURN ONTO
 RH0072'NORTH RABER ROAD FOR 2.7 KM (1.7 MI) TO A 90 DEGREE TURN TO THE
 RH0072'LEFT, GO STRAIGHT FOR 152.4 METERS (500 FT) TO THE PUBLIC BOAT
 RH0072'LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 15 MINUTES TOWARD THE LIME
 RH0072'ISLAND PIER THEN TRAVEL 10 MINUTES ALONG THE WEST SHORE OF LIME
 RH0072'ISLAND TO THE STATION.
 RH0072'
 RH0072'THE STATION IS A STANDARD COE DISK THAT IS STAMPED---LIC-056---,
 RH0072'SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE GROUND AND
 RH0072'ATTACHED TO AN ALUMINUM ROD DRIVEN INTO THE GROUND LOCATED 11.3
 RH0072'METERS (37 FT) IN FROM THE
 RH0072'SHORELINE.
 RH0072'
 RH0072'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1259 ***********************************************************************
 NE1259  DESIGNATION -  LINCOLN HEIGHTS MUNICIPAL TK
 NE1259  PID         -  NE1259
 NE1259  STATE/COUNTY-  MI/OAKLAND
 NE1259  USGS QUAD   -  PONTIAC NORTH (1983)
 NE1259
 NE1259                         *CURRENT SURVEY CONTROL
 NE1259  ___________________________________________________________________
 NE1259* NAD 83(1994)-  42 38 03.76422(N)    083 21 42.03490(W)     ADJUSTED  
 NE1259* NAVD 88     -                                                        
 NE1259  ___________________________________________________________________
 NE1259  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 NE1259  GEOID HEIGHT-         -34.04  (meters)                     GEOID03
 NE1259
 NE1259  HORZ ORDER  -  THIRD
 NE1259
 NE1259.The horizontal coordinates were established by classical geodetic methods
 NE1259.and adjusted by the National Geodetic Survey in February 1997..
 NE1259
 NE1259
 NE1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1259
 NE1259.The geoid height was determined by GEOID03.
 NE1259
 NE1259;                    North         East     Units Scale Factor Converg.
 NE1259;SPC MI S     -   126,495.641 4,082,423.244   MT  0.99991640   +0 41 02.1
 NE1259;SPC MI S     -   415,011.95 13,393,777.05   iFT  0.99991640   +0 41 02.1
 NE1259;UTM  17      - 4,722,918.338   306,361.621   MT  1.00006133   -1 36 00.4
 NE1259
 NE1259                          SUPERSEDED SURVEY CONTROL
 NE1259
 NE1259  NAD 83(1986)-  42 38 03.76746(N)    083 21 42.06642(W) AD(       ) 4
 NE1259  NAD 27      -  42 38 03.64700(N)    083 21 42.29800(W) AD(       ) 3
 NE1259
 NE1259.Superseded values are not recommended for survey control.
 NE1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1259.See file dsdata.txt to determine how the superseded data were derived.
 NE1259
 NE1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH0636222918(NAD 83)
 NE1259
 NE1259  HISTORY     - Date     Condition        Report By
 NE1259  HISTORY     - 1943     MONUMENTED       CGS
 NE1259  HISTORY     - 1974     SEE DESCRIPTION  NGS
 NE1259
 NE1259                          STATION DESCRIPTION
 NE1259
 NE1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
 NE1259'THE STATION IS A TALL FOUR-LEGGED STEEL STRUCTURE 110 FEET
 NE1259'HIGH AND IS
 NE1259'PAINTED A SILVER COLOR.  THE STATION IS LOCATED ON THE
 NE1259'SUMMIT OF A SMALL KNOLL ON THE
 NE1259'W EDGE OF THE LINCOLN HEIGHTS ESTATE.
 NE1259'THE POINT OBSERVED WAS THE SMALL IRON BALL ON THE
 NE1259'EXTREME TOP OF
 NE1259'THE TANK.
 NE1259'
 NE1259'TO REACH THE TANK FROM JUNCTION OF ELIZABETH LAKE ROAD AND CASS
 NE1259'LAKE ROAD, GO S ON
 NE1259'CASS LAKE ROAD FOR 0.2 MILE TO THE JUNCTION OF
 NE1259'BROOKDALE LANE, HERE TURN RIGHT ON
 NE1259'BROOKDALE LANE AND GO 0.5 MILE
 NE1259'TO CROSSROADS, THENCE LEFT FOR 0.1 MILE TO THE WATER
 NE1259'TANK ON THE
 NE1259'LEFT AS DESCRIBED.
 NE1259'
 NE1259'THIS IS AN INTERSECTION STATION.
 NE1259
 NE1259                          STATION RECOVERY (1974)
 NE1259
 NE1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JBN)
 NE1259'THIS STATION IS NO LONGER PRESENT AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0711 ***********************************************************************
 OJ0711  DESIGNATION -  LINDA
 OJ0711  PID         -  OJ0711
 OJ0711  STATE/COUNTY-  MI/ST CLAIR
 OJ0711  USGS QUAD   -  LAKEPORT (1976)
 OJ0711
 OJ0711                         *CURRENT SURVEY CONTROL
 OJ0711  ___________________________________________________________________
 OJ0711* NAD 83(1994)-  43 05 12.41508(N)    082 28 16.35743(W)     ADJUSTED  
 OJ0711* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 OJ0711  ___________________________________________________________________
 OJ0711  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 OJ0711  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OJ0711
 OJ0711  HORZ ORDER  -  SECOND
 OJ0711
 OJ0711.The horizontal coordinates were established by classical geodetic methods
 OJ0711.and adjusted by the National Geodetic Survey in February 1997..
 OJ0711
 OJ0711.The orthometric height was scaled from a topographic map.
 OJ0711
 OJ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0711
 OJ0711.The geoid height was determined by GEOID03.
 OJ0711
 OJ0711;                    North         East     Units Scale Factor Converg.
 OJ0711;SPC MI S     -   177,993.736 4,154,313.191   MT  0.99991306   +1 17 23.7
 OJ0711;SPC MI S     -   583,968.95 13,629,636.45   iFT  0.99991306   +1 17 23.7
 OJ0711;UTM  17      - 4,771,502.193   380,252.065   MT  0.99977640   -1 00 18.4
 OJ0711
 OJ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0711!SPC MI S     -   0.99997693  x   0.99991306  =   0.99989000
 OJ0711!UTM  17      -   0.99997693  x   0.99977640  =   0.99975334
 OJ0711
 OJ0711|---------------------------------------------------------------------|
 OJ0711| PID    Reference Object                     Distance      Geod. Az  |
 OJ0711|                                                           dddmmss.s |
 OJ0711| OJ0722 H 3 MI 79                           366.832 METERS 15625     |
 OJ0711| OJ0728 H 38 MI 79                          APPROX. 6.3 KM 3431120.4 |
 OJ0711|---------------------------------------------------------------------|
 OJ0711
 OJ0711                          SUPERSEDED SURVEY CONTROL
 OJ0711
 OJ0711  NAD 83(1986)-  43 05 12.40070(N)    082 28 16.38799(W) AD(       ) 2
 OJ0711  NAD 27      -  43 05 12.26924(N)    082 28 16.69752(W) AD(       ) 2
 OJ0711
 OJ0711.Superseded values are not recommended for survey control.
 OJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0711.See file dsdata.txt to determine how the superseded data were derived.
 OJ0711
 OJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH8025271502(NAD 83)
 OJ0711_MARKER: DD = SURVEY DISK
 OJ0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0711_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 OJ0711_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ0711
 OJ0711  HISTORY     - Date     Condition        Report By
 OJ0711  HISTORY     - 1909     MONUMENTED       USLS
 OJ0711  HISTORY     - 1956     SEE DESCRIPTION  CGS
 OJ0711  HISTORY     - 1977     GOOD             ABRAMS
 OJ0711  HISTORY     - 1979     GOOD             NOS
 OJ0711  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 OJ0711  HISTORY     - 20040418 MARK NOT FOUND   USPSQD
 OJ0711
 OJ0711                          STATION DESCRIPTION
 OJ0711
 OJ0711'DESCRIBED BY US LAKE SURVEY 1909
 OJ0711'ABOUT 1/4 MILE NORTH OF TOWNSHIP LINE BETWEEN BURCHVILLE AND FORT
 OJ0711'GRATIOT TOWNSHIPS, ON SAND KNOLL ABOUT
 OJ0711'200 FEET FROM SHORE OF LAKE HURON, ABOUT 15 FEET NORTH OF SMALL PINE
 OJ0711'TREE, AND EAST OF ROW OF TALL
 OJ0711'POPLAR TREES.  MARKED BY SPIKE SURROUNDED BY THREE
 OJ0711'OTHERS IN CONCRETE MONUMENT PROJECTING 8 INCHES
 OJ0711'ABOVE SURFACE OF GROUND.
 OJ0711
 OJ0711                          STATION RECOVERY (1956)
 OJ0711
 OJ0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HB)
 OJ0711'THIS STATION WAS NOT OCCUPIED THIS SEASON.
 OJ0711'
 OJ0711'HOW REACHED- NORTH OF PORT HURON ALONG HIGHWAY U.S. 25, ABOUT 1/4
 OJ0711'MILE NORTH OF THE
 OJ0711'TOWNSHIP LINE BETWEEN BURCHVILLE AND FORT GRATIOT TOWNSHIPS, 1,000
 OJ0711'FEET NORTH OF METCALF ROAD,
 OJ0711'ALONG WILDWOOD DRIVE, ON PROPERTY OF KEN KAMMER NO. 8060.
 OJ0711'IN SOUTH PORTION OF LAWN BETWEEN BUILDING
 OJ0711'AND BEACH.  TOP OF ROUNDED CYLINDRICAL
 OJ0711'CONCRETE MONUMENT IS ABOUT 1-1/2 FEET BELOW THE GROUND
 OJ0711'SURFACE.
 OJ0711'
 OJ0711'CENTERMARK IS GOOD.  U.S.L.S. BRONZE DISC SET INTO TOP OF CONCRETE
 OJ0711'MONUMENT, WITH 3 IRON
 OJ0711'SPIKES SET INTO CONCRETE AROUND DISC.
 OJ0711'
 OJ0711'IMMEDIATE AREA CLEAR, TREES OF CONSIDERABLE HEIGHT SURROUND STATION
 OJ0711'TO SOUTH, SOUTHEAST, NORTH
 OJ0711'AND LOW BUILDINGS AND TREES TO WEST.
 OJ0711'
 OJ0711'DESCRIPTION OF STATION AND REFERENCES -
 OJ0711'
 OJ0711'REF. MON. 2 (1953), POINT IS 2-1/2 IN. BRONZE DISC WITH ARROW SET
 OJ0711'INTO TOP OF CONCRETE MONUMENT, TOP
 OJ0711'OF WHICH IS FLUSH WITH GROUND SURFACE, LOCATED IN NORTH PORTION OF
 OJ0711'LAWN ON PROPERTY DIRECTLY NORTH OF
 OJ0711'(NO. 8060), MONUMENT BEARS N 21 DEG. 45 MIN. W FROM TRIANGLE LINDA,
 OJ0711'89.9 FT.
 OJ0711'
 OJ0711'REF. MON. 1, NOT FOUND, ASSUMED DESTROYED AS RESIDENCE HAS BEEN BUILT
 OJ0711'AT POSITION DESCRIBED FOR
 OJ0711'LOCATION OF MARK.
 OJ0711'
 OJ0711'87.2 FT. TO DOOR IN E. FACE OF RES. NO. 8060 47.9 FT. TO NE. COR.
 OJ0711'BROWN LOG RES.  18.6 FT. TO BASE
 OJ0711'OF 18 INCH PINE 14.5 FT. TO BASE OF 20 INCH POPLAR
 OJ0711'89.9 FT. TO REF. MON. NO. 2
 OJ0711'13.9 FT. TO NO. EDGE OF WALK
 OJ0711'3.2 FT. TO ARROW AT EDGE OF WALK
 OJ0711
 OJ0711                          STATION RECOVERY (1977)
 OJ0711
 OJ0711'RECOVERY NOTE BY ABRAMS AERIAL SURVEYS 1977 (CCM)
 OJ0711'NOT STAMPED.
 OJ0711'
 OJ0711'MARKED BY SPIKE SURROUNDED BY THREE OTHERS.
 OJ0711'
 OJ0711'STATION GOOD.
 OJ0711'
 OJ0711'MARK IS BURIED + OR - 18 INCHES IN YARD OF RES NO. 6080.
 OJ0711'
 OJ0711'OWNER IS RELUCTANT TO ALLOW MARK TO BE DUG UP AS YARD IS LAWN.
 OJ0711'
 OJ0711'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES NORTH OF
 OJ0711'PORT HURON.
 OJ0711
 OJ0711                          STATION RECOVERY (1979)
 OJ0711
 OJ0711'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1979 (RHH)
 OJ0711'THE STATION IS LOCATED APPROXIMATELY 5.4 MILES NORTH OF PORT HURON
 OJ0711'ON PRIVATE PROPERTY OWNED BY AN INDIVIDUAL WHO WOULD NOT GIVE HIS
 OJ0711'NAME AND ASKED THAT THE STATION NOT BE USED FOR FUTURE SURVEYING.
 OJ0711'HE ONLY ALLOWED OUR USE OF THE STATION WHEN HE WAS ASSURED WE
 OJ0711'WOULD HAVE NO FURTHER USE OF THE STATION.
 OJ0711'THE STATION WAS USED IN AN ATTEMPT TO TIE TO OLDER LAKE SURVEY
 OJ0711'CENTER CONTROL.
 OJ0711'
 OJ0711'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN LAKEPORT GO
 OJ0711'SOUTH ON HIGHWAY M 25 FOR 2.05 MILES TO A CROSSROAD(METCALF)
 OJ0711'TURN LEFT AND GO EAST ON METCALF ROAD FOR 0.2 MILES TO A FORK IN
 OJ0711'THE ROAD.TAKE THE LEFT FORK AND GO ANOTHER 0.23 MILES TO HOUSE
 OJ0711'NUMBER 8060 AND THE AREA OF THE STATION ON THE LEFT AROUND
 OJ0711'THE FRONT OF THE HOUSE.
 OJ0711'
 OJ0711'THE STATION IS A STANDARD LSC DISK
 OJ0711'STAMPED---LINDA 1909---,
 OJ0711'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIAMETER
 OJ0711'RECESSED 46 CM BELOW THE GROUND.  IT IS LOCATED
 OJ0711'87.2 FEET WEST FROM EAST FACE OF HOUSE NUMBER 8060,
 OJ0711'3.2 FEET SOUTH FROM CHISLED ARROW ON SOUTH SIDE OF SIDEWALK.
 OJ0711'
 OJ0711'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 2.1 METERS.
 OJ0711
 OJ0711                          STATION RECOVERY (1999)
 OJ0711
 OJ0711'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0711'MARK NOT FOUND.
 OJ0711
 OJ0711                          STATION RECOVERY (2004)
 OJ0711
 OJ0711'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0711'THE ADDRESS OF THE HOUSE DESCRIBED IN TEXT SHOULD BE 6080, NOT 8060 AS
 OJ0711'IT APPEARS IN DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1580 ***********************************************************************
 NE1580  DESIGNATION -  LINDPORT
 NE1580  PID         -  NE1580
 NE1580  STATE/COUNTY-  MI/GENESEE
 NE1580  USGS QUAD   -  LINDEN (1983)
 NE1580
 NE1580                         *CURRENT SURVEY CONTROL
 NE1580  ___________________________________________________________________
 NE1580* NAD 83(1994)-  42 48 26.65261(N)    083 46 34.66882(W)     ADJUSTED  
 NE1580* NAVD 88     -       279.3    (meters)     916.     (feet)  GPS OBS   
 NE1580  ___________________________________________________________________
 NE1580  X           -     508,087.923 (meters)                     COMP
 NE1580  Y           -  -4,659,076.166 (meters)                     COMP
 NE1580  Z           -   4,311,995.979 (meters)                     COMP
 NE1580  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 NE1580  ELLIP HEIGHT-         245.09  (meters)          (07/17/02) GPS OBS
 NE1580  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 NE1580
 NE1580  HORZ ORDER  -  FIRST
 NE1580  ELLP ORDER  -  FOURTH    CLASS I
 NE1580
 NE1580.This mark is at Prices Airport (9G2)
 NE1580
 NE1580.The horizontal coordinates were established by GPS observations
 NE1580.and adjusted by the National Geodetic Survey in February 1997..
 NE1580
 NE1580.The orthometric height was determined by GPS observations and a
 NE1580.high-resolution geoid model.
 NE1580
 NE1580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1580
 NE1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1580
 NE1580.The ellipsoidal height was determined by GPS observations
 NE1580.and is referenced to NAD 83.
 NE1580
 NE1580.The geoid height was determined by GEOID03.
 NE1580
 NE1580;                    North         East     Units Scale Factor Converg.
 NE1580;SPC MI S     -   145,392.118 4,048,284.556   MT  0.99990779   +0 24 06.4
 NE1580;SPC MI S     -   477,008.26 13,281,773.48   iFT  0.99990779   +0 24 06.4
 NE1580;UTM  17      - 4,743,166.481   272,996.184   MT  1.00023401   -1 53 14.6
 NE1580
 NE1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1580!SPC MI S     -   0.99996156  x   0.99990779  =   0.99986936
 NE1580!UTM  17      -   0.99996156  x   1.00023401  =   1.00019557
 NE1580
 NE1580:                Primary Azimuth Mark                     Grid Az
 NE1580:SPC MI S     -  LINDPORT AZ MK                           088 40 32.0
 NE1580:UTM  17      -  LINDPORT AZ MK                           090 57 53.0
 NE1580
 NE1580|---------------------------------------------------------------------|
 NE1580| PID    Reference Object                     Distance      Geod. Az  |
 NE1580|                                                           dddmmss.s |
 NE1580| NE1581 LINDPORT AZ MK                      410.134 METERS 0890438.4 |
 NE1580|---------------------------------------------------------------------|
 NE1580
 NE1580                          SUPERSEDED SURVEY CONTROL
 NE1580
 NE1580  ELLIP H (02/03/97)  245.12   (m)                       GP(       ) 4 1
 NE1580  NAD 83(1986)-  42 48 26.64276(N)    083 46 34.69901(W) AD(       ) 1
 NE1580  NAD 83(1986)-  42 48 26.65142(N)    083 46 34.69898(W) AD(       ) 3
 NE1580  NGVD 29 (03/27/91)  278.9    (m)          915.     (f) GPS OBS        
 NE1580
 NE1580.Superseded values are not recommended for survey control.
 NE1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1580.See file dsdata.txt to determine how the superseded data were derived.
 NE1580
 NE1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7299643166(NAD 83)
 NE1580_MARKER: I = METAL ROD
 NE1580_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1580_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1580_STAMPING: LINDPORT 1989
 NE1580_MARK LOGO: NGS   
 NE1580_PROJECTION: FLUSH
 NE1580_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1580+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2003
 NE1580_ROD/PIPE-DEPTH: 11.0 meters
 NE1580_SLEEVE-DEPTH  : 1.0 meters
 NE1580
 NE1580  HISTORY     - Date     Condition        Report By
 NE1580  HISTORY     - 1989     MONUMENTED       NGS
 NE1580  HISTORY     - 19900123 GOOD
 NE1580  HISTORY     - 20030612 GOOD             ROWEIN
 NE1580  HISTORY     - 20060410 MARK NOT FOUND   ROWEIN
 NE1580
 NE1580                          STATION DESCRIPTION
 NE1580
 NE1580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1580'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) SOUTHEAST OF LINDEN, AT
 NE1580'THE LINDEN PRICES AIRPORT, ALONG THE SOUTH EDGE, NEAR THE WEST END OF
 NE1580'THE PAVED RUNWAY.  OWNERSHIP---JOEL PRICE, 618 SILVER LAKE ROAD,
 NE1580'LINDEN MI 48451.  PHONE IS (313) 735-4406.
 NE1580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND SILVER
 NE1580'LAKE ROAD (EXIT 79), ABOUT 5.0 KM (3.10 MI) EAST OF LINDEN, GO
 NE1580'WESTERLY FOR 3.9 KM (2.40 MI) ON SILVER LAKE ROAD TO A PAVED ROAD
 NE1580'LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NE1580'ENTRANCE ROAD TO AN APRON.  TURN RIGHT AND GO SOUTHWEST FOR 0.1 KM
 NE1580'(0.05 MI) ACROSS THE APRON AND PASSING TO THE LEFT OF THE AIRPORT
 NE1580'OFFICE TO A CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR 0.2
 NE1580'KM (0.10 MI) ON THE CONNECTING TAXIWAY TO THE PAVED RUNWAY.  TURN
 NE1580'RIGHT AND GO WEST FOR 0.4 KM (0.25 MI) ON THE RUNWAY TO THE STATION ON
 NE1580'THE LEFT, JUST BEFORE THE END OF THE RUNWAY.
 NE1580'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1580'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METER IN A
 NE1580'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1580'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1580'LOCATED 19.7 M (64.6 FT) SOUTHEAST FROM THE CENTER OF THE WEST END OF
 NE1580'THE PAVED RUNWAY, 11.8 M (38.7 FT) EAST-SOUTHEAST FROM THE SOUTHWEST
 NE1580'CORNER OF THE PAVED RUNWAY, 5.2 M (17.1 FT) SOUTH FROM THE SOUTH EDGE
 NE1580'OF THE PAVED TURN-AROUND AND 5.1 M (16.7 FT) NORTH FROM A CARSONITE
 NE1580'WITNESS POST.
 NE1580'DESCRIBED BY K.L. FANCHER.
 NE1580'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1580
 NE1580                          STATION RECOVERY (1990)
 NE1580
 NE1580'RECOVERED 1990
 NE1580'RECOVERED IN GOOD CONDITION.
 NE1580
 NE1580                          STATION RECOVERY (2003)
 NE1580
 NE1580'RECOVERY NOTE BY ROWE INCORPORATED 2003 (RAF)
 NE1580'RECOVERED IN GOOD CONDITION.
 NE1580
 NE1580                          STATION RECOVERY (2006)
 NE1580
 NE1580'RECOVERY NOTE BY ROWE INCORPORATED 2006 (RAF)
 NE1580'MARK APPEARS TO HAVE BEEN DESTROYED DURING RUNWAY EXPANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1581 ***********************************************************************
 NE1581  DESIGNATION -  LINDPORT AZ MK
 NE1581  PID         -  NE1581
 NE1581  STATE/COUNTY-  MI/GENESEE
 NE1581  USGS QUAD   -  LINDEN (1983)
 NE1581
 NE1581                         *CURRENT SURVEY CONTROL
 NE1581  ___________________________________________________________________
 NE1581* NAD 83(1994)-  42 48 26.86624(N)    083 46 16.62019(W)     ADJUSTED  
 NE1581* NAVD 88     -       279.3    (meters)     916.     (feet)  GPS OBS   
 NE1581  ___________________________________________________________________
 NE1581  X           -     508,495.118 (meters)                     COMP
 NE1581  Y           -  -4,659,027.265 (meters)                     COMP
 NE1581  Z           -   4,312,000.843 (meters)                     COMP
 NE1581  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 NE1581  ELLIP HEIGHT-         245.13  (meters)          (07/17/02) GPS OBS
 NE1581  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NE1581
 NE1581  HORZ ORDER  -  FIRST
 NE1581  ELLP ORDER  -  FOURTH    CLASS I
 NE1581
 NE1581.This mark is at Prices Airport (9G2)
 NE1581
 NE1581.The horizontal coordinates were established by GPS observations
 NE1581.and adjusted by the National Geodetic Survey in February 1997..
 NE1581
 NE1581.The orthometric height was determined by GPS observations and a
 NE1581.high-resolution geoid model.
 NE1581
 NE1581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1581
 NE1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1581
 NE1581.The ellipsoidal height was determined by GPS observations
 NE1581.and is referenced to NAD 83.
 NE1581
 NE1581.The geoid height was determined by GEOID03.
 NE1581
 NE1581;                    North         East     Units Scale Factor Converg.
 NE1581;SPC MI S     -   145,401.597 4,048,694.542   MT  0.99990779   +0 24 18.6
 NE1581;SPC MI S     -   477,039.36 13,283,118.58   iFT  0.99990779   +0 24 18.6
 NE1581;UTM  17      - 4,743,159.575   273,406.355   MT  1.00023172   -1 53 02.4
 NE1581
 NE1581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1581!SPC MI S     -   0.99996156  x   0.99990779  =   0.99986935
 NE1581!UTM  17      -   0.99996156  x   1.00023172  =   1.00019327
 NE1581
 NE1581:                Primary Azimuth Mark                     Grid Az
 NE1581:SPC MI S     -  LINDPORT                                 268 40 32.0
 NE1581:UTM  17      -  LINDPORT                                 270 57 53.0
 NE1581
 NE1581|---------------------------------------------------------------------|
 NE1581| PID    Reference Object                     Distance      Geod. Az  |
 NE1581|                                                           dddmmss.s |
 NE1581| NE1580 LINDPORT                            410.134 METERS 2690450.6 |
 NE1581|---------------------------------------------------------------------|
 NE1581
 NE1581                          SUPERSEDED SURVEY CONTROL
 NE1581
 NE1581  ELLIP H (02/03/97)  245.15   (m)                       GP(       ) 4 1
 NE1581  NAD 83(1986)-  42 48 26.85637(N)    083 46 16.65040(W) AD(       ) 1
 NE1581  NAD 83(1986)-  42 48 26.86501(N)    083 46 16.65034(W) AD(       ) 3
 NE1581  NGVD 29 (03/27/91)  279.0    (m)          915.     (f) GPS OBS        
 NE1581
 NE1581.Superseded values are not recommended for survey control.
 NE1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1581.See file dsdata.txt to determine how the superseded data were derived.
 NE1581
 NE1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7340643160(NAD 83)
 NE1581_MARKER: I = METAL ROD
 NE1581_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE1581_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE1581_STAMPING: LINDPORT AZ MK 1989
 NE1581_MARK LOGO: NGS   
 NE1581_PROJECTION: FLUSH
 NE1581_MAGNETIC: I = MARKER IS A STEEL ROD
 NE1581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1581+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1990
 NE1581_ROD/PIPE-DEPTH: 9.8  meters
 NE1581_SLEEVE-DEPTH  : 1.0 meters
 NE1581
 NE1581  HISTORY     - Date     Condition        Report By
 NE1581  HISTORY     - 1989     MONUMENTED       NGS
 NE1581  HISTORY     - 19900123 GOOD
 NE1581  HISTORY     - 20060410 MARK NOT FOUND   ROWEIN
 NE1581
 NE1581                          STATION DESCRIPTION
 NE1581
 NE1581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NE1581'THE STATION IS LOCATED ABOUT 1.3 KM (0.80 MI) SOUTHEAST OF LINDEN, AT
 NE1581'THE LINDEN PRICES AIRPORT, ALONG THE SOUTH EDGE, NEAR THE CENTER OF
 NE1581'THE RUNWAY.  OWNERSHIP---JOEL PRICE, 618 SILVER LAKE ROAD, LINDEN MI
 NE1581'48451.  PHONE IS (313) 735-4406.
 NE1581'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND SILVER
 NE1581'LAKE ROAD (EXIT 79), ABOUT 5.0 KM (3.10 MI) EAST OF LINDEN, GO
 NE1581'WESTERLY FOR 3.9 KM (2.40 MI) ON SILVER LAKE ROAD TO A PAVED ROAD
 NE1581'LEFT.  TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE AIRPORT
 NE1581'ENTRANCE ROAD TO AN APRON.  TURN RIGHT AND GO SOUTHWEST FOR 0.1 KM
 NE1581'(0.05 MI) ACROSS THE APRON AND PASSING TO THE LEFT OF THE AIRPORT
 NE1581'OFFICE TO A TAXIWAY LEFT.  TURN LEFT AND GO SOUTH FOR 0.2 KM
 NE1581'(0.10 MI) ON THE CONNECTING TAXIWAY TO THE STATION LEFT, JUST AFTER
 NE1581'CROSSING THE PAVED RUNWAY.
 NE1581'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NE1581'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 9.8 METERS IN A
 NE1581'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NE1581'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NE1581'LOCATED 32.7 M (107.3 FT) SOUTHEAST FROM THE JUNCTION OF THE CENTER OF
 NE1581'A CONNECTING TAXIWAY AND THE NORTH EDGE OF THE PAVED RUNWAY, 22.9 M
 NE1581'(75.1 FT) EAST FROM THE EXTENDED CENTER OF THE CONNECTING TAXIWAY, 8.3
 NE1581'M (27.2 FT) SOUTH FROM THE SOUTH EDGE OF THE PAVED RUNWAY AND 3.8 M
 NE1581'(12.5 FT) NORTH FROM A CARSONITE WITNESS POST.
 NE1581'DESCRIBED BY K.L. FANCHER.
 NE1581'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1581
 NE1581                          STATION RECOVERY (1990)
 NE1581
 NE1581'RECOVERED 1990
 NE1581'RECOVERED IN GOOD CONDITION.
 NE1581
 NE1581                          STATION RECOVERY (2006)
 NE1581
 NE1581'RECOVERY NOTE BY ROWE INCORPORATED 2006 (RAF)
 NE1581'MARK APPEARS TO HAVE BEEN DESTROYED DURING RUNWAY EXPANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0160 ***********************************************************************
 RJ0160  DESIGNATION -  LINE
 RJ0160  PID         -  RJ0160
 RJ0160  STATE/COUNTY-  MI/CHIPPEWA
 RJ0160  USGS QUAD   -  SHALLOWS (1975)
 RJ0160
 RJ0160                         *CURRENT SURVEY CONTROL
 RJ0160  ___________________________________________________________________
 RJ0160* NAD 83(1986)-  46 25 07.     (N)    084 28 26.     (W)     SCALED    
 RJ0160* NAVD 88     -       187.630  (meters)     615.58   (feet)  ADJUSTED  
 RJ0160  ___________________________________________________________________
 RJ0160  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ0160  DYNAMIC HT  -         187.640 (meters)     615.62  (feet)  COMP
 RJ0160  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 RJ0160
 RJ0160  VERT ORDER  -  FIRST     CLASS 0
 RJ0160
 RJ0160.The horizontal coordinates were scaled from a topographic map and have
 RJ0160.an estimated accuracy of +/- 6 seconds.
 RJ0160
 RJ0160.The orthometric height was determined by differential leveling
 RJ0160.and adjusted by the National Geodetic Survey in June 1991..
 RJ0160
 RJ0160.The geoid height was determined by GEOID03.
 RJ0160
 RJ0160.The dynamic height is computed by dividing the NAVD 88
 RJ0160.geopotential number by the normal gravity value computed on the
 RJ0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0160.degrees latitude (g = 980.6199 gals.).
 RJ0160
 RJ0160.The modeled gravity was interpolated from observed gravity values.
 RJ0160
 RJ0160;                    North         East    Units  Estimated Accuracy
 RJ0160;SPC MI N     -   184,850.    8,194,150.      MT  (+/- 180 meters Scaled)
 RJ0160
 RJ0160                          SUPERSEDED SURVEY CONTROL
 RJ0160
 RJ0160  NGVD 29 (??/??/92)  187.59   (m)          615.5    (f) COMPUTED    1 0
 RJ0160
 RJ0160.Superseded values are not recommended for survey control.
 RJ0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0160.See file dsdata.txt to determine how the superseded data were derived.
 RJ0160
 RJ0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS941436(NAD 83)
 RJ0160_MARKER: B = BOLT
 RJ0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0160_SP_SET: BRIDGE ABUTMENT
 RJ0160_MARK LOGO: NONE  
 RJ0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0160
 RJ0160  HISTORY     - Date     Condition        Report By
 RJ0160  HISTORY     - 1971     MONUMENTED       NOS
 RJ0160  HISTORY     - 1972     GOOD             USLS
 RJ0160  HISTORY     - 1983     GOOD             NGS
 RJ0160
 RJ0160                          STATION DESCRIPTION
 RJ0160
 RJ0160'DESCRIBED BY US LAKE SURVEY 1972
 RJ0160'4.8 MI E FROM BRIMLEY.
 RJ0160'LINE IS IN CHIPPEWA COUNTY, MICHIGAN, 4.8 MILES EAST OF BRIDGE
 RJ0160'OVER WAISKA RIVER IN BRIMLEY, 3.5 MILES WEST OF INTERSECTION
 RJ0160'OF BAKER AND 6-MILE ROADS, ON EAST ABUTMENT OF BRIDGE OVER
 RJ0160'CREEK, 43.7 FEET NORTHWEST OF UTILITY POLE NO. E96, 12 FEET
 RJ0160'SOUTH OF CENTERLINE OF 6-MILE ROAD, 0.8 FEET WEST OF EAST FACE
 RJ0160'OF ABUTMENT, 0.8 FEET SOUTH OF SOUTH FACE OF CONCRETE BRIDGE
 RJ0160'RAIL, BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER STEEL
 RJ0160'BOLT SET INTO THE TOP OF THE ABUTMENT.
 RJ0160
 RJ0160                          STATION RECOVERY (1983)
 RJ0160
 RJ0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0160'RECOVERED IN GOOD CONDITION, BUT WILL PROBABLY BE DESTROYED IN FUTURE
 RJ0160'DUE TO NEW BRIDGE CONSTRUCTION.  NEW DESCRIPTION FOLLOWS.  0.8 KM (0.5
 RJ0160'MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN BRIMLEY,
 RJ0160'THENCE 7.7 KM (4.8 MI) EASTERLY ALONG ROUTE M 221 (WAISKA BAY ROAD),
 RJ0160'AT ROAD BRIDGE OVER EAST BRANCH WAISKA RIVER, A 5/8-INCH DIAMETER
 RJ0160'STEEL BOLT SET IN TOP AND 0.24 METERS (0.8 FT) WEST OF THE EAST FACE
 RJ0160'OF THE EAST BRIDGE ABUTMENT, 3.7 METERS (12.0 FT) SOUTH OF THE
 RJ0160'CENTERLINE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0111 ***********************************************************************
 QK0111  DESIGNATION -  LINK
 QK0111  PID         -  QK0111
 QK0111  STATE/COUNTY-  MI/CHEBOYGAN
 QK0111  USGS QUAD   -  INDIAN RIVER (1986)
 QK0111
 QK0111                         *CURRENT SURVEY CONTROL
 QK0111  ___________________________________________________________________
 QK0111* NAD 83(1986)-  45 25 38.     (N)    084 36 34.     (W)     SCALED    
 QK0111* NAVD 88     -       186.617  (meters)     612.26   (feet)  ADJUSTED  
 QK0111  ___________________________________________________________________
 QK0111  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QK0111  DYNAMIC HT  -         186.615 (meters)     612.25  (feet)  COMP
 QK0111  MODELED GRAV-     980,604.4   (mgal)                       NAVD 88
 QK0111
 QK0111  VERT ORDER  -  FIRST     CLASS I
 QK0111
 QK0111.The horizontal coordinates were scaled from a topographic map and have
 QK0111.an estimated accuracy of +/- 6 seconds.
 QK0111
 QK0111.The orthometric height was determined by differential leveling
 QK0111.and adjusted by the National Geodetic Survey in June 1991..
 QK0111
 QK0111.The geoid height was determined by GEOID03.
 QK0111
 QK0111.The dynamic height is computed by dividing the NAVD 88
 QK0111.geopotential number by the normal gravity value computed on the
 QK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0111.degrees latitude (g = 980.6199 gals.).
 QK0111
 QK0111.The modeled gravity was interpolated from observed gravity values.
 QK0111
 QK0111;                    North         East    Units  Estimated Accuracy
 QK0111;SPC MI C     -   234,560.    5,981,000.      MT  (+/- 180 meters Scaled)
 QK0111
 QK0111                          SUPERSEDED SURVEY CONTROL
 QK0111
 QK0111.No superseded survey control is available for this station.
 QK0111
 QK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR870331(NAD 83)
 QK0111_MARKER: Z = SEE DESCRIPTION
 QK0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0111_SP_SET: STEEL ROD
 QK0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0111
 QK0111  HISTORY     - Date     Condition        Report By
 QK0111  HISTORY     - 1973     MONUMENTED       USLS
 QK0111  HISTORY     - 1973     GOOD             USLS
 QK0111
 QK0111                          STATION DESCRIPTION
 QK0111
 QK0111'DESCRIBED BY US LAKE SURVEY 1973
 QK0111'1 MI N FROM INDIAN RIVER.
 QK0111'LINK IS IN CHEBOYGAN COUNTY, MICHIGAN, 1.0 MILE NORTH ALONG HWY.
 QK0111'M-27 FROM THE HWY. 27 BRIDGE OVER THE INDIAN RIVER, AT INDIAN
 QK0111'RIVER, MICHIGAN, 117 FEET WEST CENTERLINE OF HWY. M-27, (STRAITS
 QK0111'HWY.), 50.7 FEET NORTHWEST OF UTILITY POLE NO. 439, 44.9 FEET
 QK0111'SOUTHWEST OF 22-INCH OAK, 44.0 FEET SOUTH OF SOUTH EDGE OF
 QK0111'SIDEWALK LEADING TO ENTRANCE TO THE LINK INDUSTRIES, 19-FEET
 QK0111'NORTH OF CENTERLINE OF SOUTH DRIVEWAY, 3.6 FEET NORTH OF EXTENDED
 QK0111'SOUTH FACE AND 1.3 FEET EAST OF EAST FACE OF BUILDING, 1/2-FOOT
 QK0111'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 QK0111'5/8-INCH DIAMETER COPPER-COATED STEEL ROD, 20 FEET LONG.
 QK0111'NOTE-- MARK WAS PREVIOUSLY DESIGNATED LINK 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5443 ***********************************************************************
 AH5443  DESIGNATION -  LINK
 AH5443  PID         -  AH5443
 AH5443  STATE/COUNTY-  MI/CHIPPEWA
 AH5443  USGS QUAD   -  LIME ISLAND (1994)
 AH5443
 AH5443                         *CURRENT SURVEY CONTROL
 AH5443  ___________________________________________________________________
 AH5443* NAD 83(1994)-  46 03 55.68055(N)    083 58 29.51225(W)     ADJUSTED  
 AH5443* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 AH5443  ___________________________________________________________________
 AH5443  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 AH5443  GEOID HEIGHT-         -36.69  (meters)                     GEOID03
 AH5443
 AH5443  HORZ ORDER  -  THIRD
 AH5443
 AH5443.The horizontal coordinates were established by classical geodetic methods
 AH5443.and adjusted by the National Geodetic Survey in November 1998..
 AH5443
 AH5443.The orthometric height was scaled from a topographic map.
 AH5443
 AH5443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5443
 AH5443.The geoid height was determined by GEOID03.
 AH5443
 AH5443;                    North         East     Units Scale Factor Converg.
 AH5443;SPC MI N     -   146,966.626 8,233,982.619   MT  0.99991016   +2 11 11.5
 AH5443;SPC MI N     -   482,173.97 27,014,378.67   iFT  0.99991016   +2 11 11.5
 AH5443;UTM  17      - 5,105,624.527   269,924.904   MT  1.00025078   -2 08 35.6
 AH5443;UTM  16      - 5,105,771.255   733,962.907   MT  1.00027296   +2 10 46.1
 AH5443
 AH5443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5443!SPC MI N     -   0.99997782  x   0.99991016  =   0.99988799
 AH5443!UTM  17      -   0.99997782  x   1.00025078  =   1.00022860
 AH5443!UTM  16      -   0.99997782  x   1.00027296  =   1.00025078
 AH5443
 AH5443                          SUPERSEDED SURVEY CONTROL
 AH5443
 AH5443.No superseded survey control is available for this station.
 AH5443
 AH5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKM6992505625(NAD 83)
 AH5443_MARKER: DD = SURVEY DISK
 AH5443_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5443+WITH SETTING: PAVEMENT
 AH5443_PROJECTION: FLUSH
 AH5443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5443+STABILITY: SURFACE MOTION
 AH5443
 AH5443  HISTORY     - Date     Condition        Report By
 AH5443  HISTORY     - 1988     MONUMENTED       NOS
 AH5443
 AH5443                          STATION DESCRIPTION
 AH5443
 AH5443'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5443'THE STATION IS LOCATED ON THE SOUTHERLY TIP OF LIME ISLAND ON THE ST
 AH5443'MARYS RIVER.
 AH5443'TO REACH THE STATION FROM THE RABER BOAT RAMP GO BY BOAT FOR
 AH5443'APPROXIMATELY 4.8 MILES TO THE SOUTHERLY TIP OF LIME ISLAND AND THE
 AH5443'AREA OF THE STATION.
 AH5443'THE STATION IS A STANDARD NOS DISK STAMPED---LINK 1988---,SET INTO A
 AH5443'DRILL HOLE IN A LARGE BOULDER.  IT IS LOCATED 13.0 METERS (42.65 FEET)
 AH5443'SOUTHWEST FROM STATION 213 USLS, AND 2.4 METERS (8.0 FEET) NORTH FROM
 AH5443'THE WATERS EDGE.
 AH5443'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5443'DESCRIBED BY B A LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0502 ***********************************************************************
 OK0502  DESIGNATION -  LINWOOD
 OK0502  PID         -  OK0502
 OK0502  STATE/COUNTY-  MI/BAY
 OK0502  USGS QUAD   -  WILLARD (1973)
 OK0502
 OK0502                         *CURRENT SURVEY CONTROL
 OK0502  ___________________________________________________________________
 OK0502* NAD 83(1994)-  43 44 20.28000(N)    084 01 05.13937(W)     ADJUSTED  
 OK0502* NAVD 88     -       193.7    (meters)     635.     (feet)  VERTCON   
 OK0502  ___________________________________________________________________
 OK0502  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 OK0502  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 OK0502
 OK0502  HORZ ORDER  -  FIRST
 OK0502
 OK0502.The horizontal coordinates were established by classical geodetic methods
 OK0502.and adjusted by the National Geodetic Survey in February 1997..
 OK0502
 OK0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0502
 OK0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0502
 OK0502.The geoid height was determined by GEOID03.
 OK0502
 OK0502;                    North         East     Units Scale Factor Converg.
 OK0502;SPC MI S     -   248,769.697 4,028,080.374   MT  1.00001807   +0 14 14.0
 OK0502;SPC MI S     -   816,173.55 13,215,486.79   iFT  1.00001807   +0 14 14.0
 OK0502;UTM  16      - 4,847,203.144   740,122.223   MT  1.00030925   +2 03 45.3
 OK0502;UTM  17      - 4,847,308.737   256,963.522   MT  1.00032658   -2 05 15.5
 OK0502
 OK0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0502!SPC MI S     -   0.99997505  x   1.00001807  =   0.99999312
 OK0502!UTM  16      -   0.99997505  x   1.00030925  =   1.00028430
 OK0502!UTM  17      -   0.99997505  x   1.00032658  =   1.00030163
 OK0502
 OK0502|---------------------------------------------------------------------|
 OK0502| PID    Reference Object                     Distance      Geod. Az  |
 OK0502|                                                           dddmmss.s |
 OK0502| CH0383 LINWOOD RM 1                          7.090 METERS 08928     |
 OK0502| OK0501 PARRISH                             APPROX. 3.2 KM 1722839.8 |
 OK0502| CH0384 LINWOOD RM 2                          6.590 METERS 27233     |
 OK0502|---------------------------------------------------------------------|
 OK0502
 OK0502                          SUPERSEDED SURVEY CONTROL
 OK0502
 OK0502  NAD 83(1986)-  43 44 20.27223(N)    084 01 05.15864(W) AD(       ) 1
 OK0502  NAD 27      -  43 44 20.19146(N)    084 01 05.21350(W) AD(       ) 1
 OK0502  NGVD 29 (07/19/86)  193.9    (m)          636.     (f) VERT ANG       
 OK0502
 OK0502.Superseded values are not recommended for survey control.
 OK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0502.See file dsdata.txt to determine how the superseded data were derived.
 OK0502
 OK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP4012247203(NAD 83)
 OK0502_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0502_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 OK0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0502+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 OK0502
 OK0502  HISTORY     - Date     Condition        Report By
 OK0502  HISTORY     - 1981     MONUMENTED       NGS
 OK0502  HISTORY     - 19970525 GOOD             USPSQD
 OK0502  HISTORY     - 20040511 GOOD             INDIV
 OK0502
 OK0502                          STATION DESCRIPTION
 OK0502
 OK0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 OK0502'THE STATION IS LOCATED ABOUT 23.3 KM (14.5 MI) NORTHWEST OF
 OK0502'BAY CITY, 4.4 KM (2.75 MI) WEST OF LINWOOD, ALONG HIGHWAY
 OK0502'RIGHT-OF-WAY AND IN SW1/4,S32,T16N,R5E OF FRASER TOWNSHIP.
 OK0502'
 OK0502'TO REACH THE STATION FROM THE POST OFFICE IN LINWOOD, GO WEST
 OK0502'OWNERSHIP--STATE OF MICHIGAN.
 OK0502'ON LINWIOOD ROAD FOR 1.1 KM (0.7 MI) TO THE JUNCTION OF STATE
 OK0502'HIGHWAY 13. CONTINUE WEST FOR 2.6 KM (1.6 MI) TO A CROSSROAD
 OK0502'(FRASER ROAD). CONTINUE WEST FOR 0.7 KM (0.45 MI) TO THE STATION
 OK0502'ON THE LEFT AT THE SOUTHWEST END OF THE OVERPASS.
 OK0502'
 OK0502'THE STATION IS A STANDARD NGS DISK
 OK0502'STAMPED---LINWOOD 1981---,
 OK0502'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OK0502'FLUSH WITH GROUND.  IT IS LOCATED
 OK0502'52.6 METERS (172.5 FT) WEST FROM THE SOUTHWEST END OF THE
 OK0502'OVERPASS,
 OK0502'6.97 METERS (22.9 FT) SOUTH FROM THE CENTER OF A PAVED ROAD AND
 OK0502'1.0 METER (3.3 FT) SOUTHEAST FROM A METAL WITNESS POST.
 OK0502'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 OK0502'STAMPED---LINWOOD 1981---,
 OK0502'SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 METERS BELOW THE SURFACE.
 OK0502'
 OK0502'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 OK0502'STAMPED---LINWOOD NO 1 1981---,
 OK0502'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 OK0502'FLUSH WITH GROUND.  IT IS LOCATED
 OK0502'45.6 METERS (149.5 FT) WEST FROM THE SOUTHWEST END OF THE
 OK0502'OVERPASS,
 OK0502'7.0 METERS (23.0 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD AND
 OK0502'7.92 METERS (26.0 FT) EAST FROM A METAL WITNESS POST.
 OK0502'MARK IS LEVEL WITH STATION.
 OK0502'
 OK0502'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 OK0502'STAMPED---LINWOOD NO 2 1981---,
 OK0502'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 0 CM IN DIAMETER
 OK0502'FLUSH WITH GROUND.  IT IS LOCATED
 OK0502'59.3 METERS (194.5 FT) WEST FROM THE SOUTHWEST END OF THE OVER
 OK0502'6.7 METERS (2.0 FT) SOUTH FROM THE CENTER OF THE ROAD AND
 OK0502'5.6 METERS (18.9 FT) WEST FROM A METAL WITNESS POST.
 OK0502'MARK IS LEVEL WITH STATION.
 OK0502'
 OK0502'AZIMUTH MARK NUMBER 01 IS A STANDARD NGS STATION MARK DISK
 OK0502'STAMPED---PARRISH 1981---,
 OK0502'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 8 CM IN DIAMETER
 OK0502'FLUSH WITH GROUND.  IT IS LOCATED
 OK0502'5.6 METERS (18.5 FT) WEST FROM THE WEST END OF THE BRIDGE,
 OK0502'5.5 METERS (18.2 FT) NORTH FROM THE CENTER OF THE PAVED ROAD,
 OK0502'2.3 METERS (7.5 FT) EAST FROM A METAL WITNESS POST AND
 OK0502'0.96 METER (3.2 FT) NORTH FROM A METAL GUARD RAIL.
 OK0502'TO REACH AZIMUTH MARK FROM THE STATION PROCEED EAST ON LINWOOD
 OK0502'ROAD FOR 0.7 KM (0.45 MI) TO A CROSSROAD. TURN RIGHT AND GO
 OK0502'SOUTH ON FRASER ROAD FOR 3.2 KM (2 MI) TO A CROSSROAD. TURN RIGHT
 OK0502'AND GO WEST ON PARRISH ROAD FOR 0.3 KM (0.2 MI) TO AN OVERPASS
 OK0502'AND THE STATION ON THE RIGHT, AT THE NORTHWEST END OF THE BRIDGE.
 OK0502'
 OK0502'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.7 METERS.
 OK0502'
 OK0502'DESCRIBED BY G.E. NELSON.
 OK0502
 OK0502                          STATION RECOVERY (1997)
 OK0502
 OK0502'RECOVERY NOTE BY US POWER SQUADRON 1997
 OK0502'RECOVERED IN GOOD CONDITION.
 OK0502
 OK0502                          STATION RECOVERY (2004)
 OK0502
 OK0502'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 OK0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1407 ***********************************************************************
 NF1407  DESIGNATION -  LITCHFIELD MUN TANK
 NF1407  PID         -  NF1407
 NF1407  STATE/COUNTY-  MI/HILLSDALE
 NF1407  USGS QUAD   -  LITCHFIELD (1980)
 NF1407
 NF1407                         *CURRENT SURVEY CONTROL
 NF1407  ___________________________________________________________________
 NF1407* NAD 83(1994)-  42 02 43.32733(N)    084 45 15.44705(W)     ADJUSTED  
 NF1407* NAVD 88     -                                                        
 NF1407  ___________________________________________________________________
 NF1407  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 NF1407  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 NF1407
 NF1407  HORZ ORDER  -  THIRD
 NF1407
 NF1407.The horizontal coordinates were established by classical geodetic methods
 NF1407.and adjusted by the National Geodetic Survey in February 1997..
 NF1407
 NF1407
 NF1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1407
 NF1407.The geoid height was determined by GEOID03.
 NF1407
 NF1407;                    North         East     Units Scale Factor Converg.
 NF1407;SPC MI S     -    60,653.253 3,967,907.548   MT  1.00001338   -0 15 49.6
 NF1407;SPC MI S     -   198,993.61 13,018,069.38   iFT  1.00001338   -0 15 49.6
 NF1407;UTM  16      - 4,657,253.483   685,857.109   MT  1.00002506   +1 30 15.9
 NF1407
 NF1407                          SUPERSEDED SURVEY CONTROL
 NF1407
 NF1407  NAD 83(1986)-  42 02 43.32784(N)    084 45 15.46175(W) AD(       ) 4
 NF1407  NAD 27      -  42 02 43.15274(N)    084 45 15.57632(W) AD(       ) 3
 NF1407
 NF1407.Superseded values are not recommended for survey control.
 NF1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1407.See file dsdata.txt to determine how the superseded data were derived.
 NF1407
 NF1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM8585757253(NAD 83)
 NF1407_MARKER: 53 = ELEVATED TANK
 NF1407
 NF1407  HISTORY     - Date     Condition        Report By
 NF1407  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1407  HISTORY     - 1988     GOOD             USPSQD
 NF1407
 NF1407                          STATION DESCRIPTION
 NF1407
 NF1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1407'LITCHFIELD MUNICIPAL WATER TANK IS LOCATED IN THE NORTHEAST PART
 NF1407'OF LITCHFIELD,
 NF1407'NEAR THE CORNER OF WILLIAMS STREET AND EAST STREET,
 NF1407'AND ACROSS THE STREET, SOUTH,
 NF1407'FROM THE LITCHFIELD HIGH SCHOOL.
 NF1407'
 NF1407'IT IS A FOUR-LEGGED STEEL STRUCTURE, RADIAL CONE TANK, PAINTED
 NF1407'SILVER, AND HAS AN
 NF1407'OVERALL HEIGHT OF ABOUT 115 FEET.
 NF1407'
 NF1407'POINT INTERSECTED WAS THE BALL ATOP THE TANK.
 NF1407
 NF1407                          STATION RECOVERY (1988)
 NF1407
 NF1407'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF1407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1137 ***********************************************************************
 NE1137  DESIGNATION -  LITTLE
 NE1137  PID         -  NE1137
 NE1137  STATE/COUNTY-  MI/ST CLAIR
 NE1137  USGS QUAD   -  SMITHS CREEK (1991)
 NE1137
 NE1137                         *CURRENT SURVEY CONTROL
 NE1137  ___________________________________________________________________
 NE1137* NAD 83(1994)-  42 54 34.36775(N)    082 31 29.49813(W)     ADJUSTED  
 NE1137* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 NE1137  ___________________________________________________________________
 NE1137  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 NE1137  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1137
 NE1137  HORZ ORDER  -  FIRST
 NE1137
 NE1137.This mark is at St Clair Co Intl Airport (PHN)
 NE1137
 NE1137.The horizontal coordinates were established by classical geodetic methods
 NE1137.and adjusted by the National Geodetic Survey in February 1997..
 NE1137
 NE1137.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1137
 NE1137.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1137
 NE1137.The geoid height was determined by GEOID03.
 NE1137
 NE1137;                    North         East     Units Scale Factor Converg.
 NE1137;SPC MI S     -   158,213.737 4,150,376.775   MT  0.99990697   +1 15 12.3
 NE1137;SPC MI S     -   519,073.94 13,616,721.70   iFT  0.99990697   +1 15 12.3
 NE1137;UTM  17      - 4,751,898.026   375,527.867   MT  0.99979060   -1 02 18.0
 NE1137
 NE1137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1137!SPC MI S     -   0.99997460  x   0.99990697  =   0.99988157
 NE1137!UTM  17      -   0.99997460  x   0.99979060  =   0.99976520
 NE1137
 NE1137:                Primary Azimuth Mark                     Grid Az
 NE1137:SPC MI S     -  PORT HURON CABLE TV MAST                 018 31 47.0
 NE1137:UTM  17      -  PORT HURON CABLE TV MAST                 020 49 17.3
 NE1137
 NE1137|---------------------------------------------------------------------|
 NE1137| PID    Reference Object                     Distance      Geod. Az  |
 NE1137|                                                           dddmmss.s |
 NE1137| NE1077 PORT HURON CABLE TV MAST            APPROX. 9.4 KM 0194659.3 |
 NE1137| OJ0712 PORT HURON N MUN TANK               APPROX.13.8 KM 0300812.6 |
 NE1137| NE1076 PORT HURON RAD WHLS MAST            APPROX. 9.0 KM 0332813.3 |
 NE1137| CH0385 LITTLE RM 1                          23.479 METERS 03336     |
 NE1137| NE1074 PORT HURON S MUN TANK               APPROX. 8.8 KM 0481804.2 |
 NE1137| CH0387 LITTLE RM 3                          37.058 METERS 07012     |
 NE1137| NE1132 LITTLE AZ MK                        APPROX. 0.6 KM 1413452.5 |
 NE1137| NE1126 AIRPORT BCN ST CLAIR CO APT          20.110 METERS 21301     |
 NE1137| CH0386 LITTLE RM 2                          23.217 METERS 27308     |
 NE1137|---------------------------------------------------------------------|
 NE1137
 NE1137                          SUPERSEDED SURVEY CONTROL
 NE1137
 NE1137  NAD 83(1986)-  42 54 34.35450(N)    082 31 29.53277(W) AD(       ) 1
 NE1137  NAD 27      -  42 54 34.24717(N)    082 31 29.82713(W) AD(       ) 1
 NE1137  NGVD 29 (07/19/86)  197.0    (m)          646.     (f) VERT ANG       
 NE1137
 NE1137.Superseded values are not recommended for survey control.
 NE1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1137.See file dsdata.txt to determine how the superseded data were derived.
 NE1137
 NE1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7552851898(NAD 83)
 NE1137_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 NE1137
 NE1137  HISTORY     - Date     Condition        Report By
 NE1137  HISTORY     - 1977     MONUMENTED       NGS
 NE1137  HISTORY     - 1979     GOOD             NGS
 NE1137  HISTORY     - 19990703 GOOD             USPSQD
 NE1137
 NE1137                          STATION DESCRIPTION
 NE1137
 NE1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1137'THE STATION IS LOCATED AT THE SOUTH EDGE OF THE ST CLAIR
 NE1137'COUNTY AIRPORT, SOUTHEAST OF THE MAIN CONTROL TOWER,
 NE1137'JUST NORTH-NORTHEAST OF THE AIRPORT BEACON, AND IS ON PROPERTY
 NE1137'OWNED BY ST CLAIR COUNTY.  PERMISSION WAS GRANTED BY MR.J.D.
 NE1137'LITTLE, MANAGING DIRECTOR OF THE ST CLAIR COUNTY ROAD
 NE1137'COMMISSION, PORT HURON , MICHIGAN.  PHONE 984-4161.
 NE1137'IT IS IN THE EAST CENTRAL AREA OF SECTION 35, T 6 N, R 16 E.
 NE1137'
 NE1137'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 NE1137'94 AND STATE HIGHWAY 21 WHICH IS SOUTHWEST OF PORT HURON,
 NE1137'GO SOUTHERLY ON INTERSTATE HIGHWAY
 NE1137'94 FOR 4.7 MILES TO THE MARYVILLE EXIT.  TURN RIGHT AND GO
 NE1137'SOUTH FOR 0.35 MILE TO GRATIOT ROAD.  TURN RIGHT AND GO
 NE1137'SOUTHWEST ON GRATIOT ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.
 NE1137'TURN RIGHT AT ENTRANCE TO AIRPORT, AND GO NORTH FOR 0.8
 NE1137'MILE TO THE STATION ON THE LEFT, JUST NORTHEAST OF THE
 NE1137'AIRPORT BEACON.
 NE1137'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 NE1137'AIRPORT ROAD FOR 0.4 MILE TO YAGER ROAD, HERE TURN LEFT AND
 NE1137'GO 0.25 MILE TO THE AZIMUTH MARK ON THE LEFT.
 NE1137'
 NE1137'STATION MARKS, STAMPED---LITTLE 1977---, ARE STANDARD DISKS
 NE1137'STAMPED SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 NE1137'MONUMENT THAT IS FLUSH WITH THE GROUND SURFAACE.  IT IS 40
 NE1137'FEET NORTHEAST OF A LARGE OAK TREE, 57.6 FEET NORTH OF THE NORTH
 NE1137'ONE OF FOUR LEGS OF THE BEACON, 67 FEET EAST OF THE EAST EDGE
 NE1137'OF A PARKING LOT, 71 FEET SOUTH-SOUTHEAST OF A 24-INCH
 NE1137'POPLAR TREE, AND 102 FEET SOUTH OF THE APPROXIMATE CENTER OF
 NE1137'THE AIRPORT ROAD.
 NE1137'
 NE1137'REFERENCE MARK 1, STAMPED---LITTLE NO 1 1977---, A STANDARD
 NE1137'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1137'THAT WAS FLUSH WITH THE GROUND SURFACE.  IT IS 31 FEET SOUTH OF
 NE1137'THE APPROXIMATE CENTER OF THE AIRPORT ROAD , 39 FEET EAST
 NE1137'OF A 24-INCH POPLAR TREE, AND 77 FEET WEST OF TELEPHONE
 NE1137'POLE NUMBER 0053-14.
 NE1137'
 NE1137'REFERENCE MARK 2, STAMPED---LITTLE NO 2 1977---, A STANDARD
 NE1137'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 NE1137'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET EAST OF
 NE1137'THE EAST EDGE OF THE PARKING LOT, 46 FEET WEST OF A LARGE OAK
 NE1137'TREE, 63 FEET NORTHWEST OF THE WEST ONE OF FOUR LEGS ON THE
 NE1137'AIRPORT BEACON, 78.5 FEET NORTH OF A GREEN TELEPHONE JUNCTION
 NE1137'BOX, AND 100 FEET SOUTH-SOUTHWEST OF A POPLAR TREE.
 NE1137'
 NE1137'AZIMUTH MARK, STAMPED---LITTLE 1977---, A STANDARD DISK SET
 NE1137'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NE1137'IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET EAST OF A
 NE1137'METAL WITNESS POST, 12 FEET NORTH OF THE APPROXIMATE CENTER OF
 NE1137'YAGER ROAD, 16 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 NE1137'DITCH, AND 24.5 SOUTHWEST OF A 6-INCH POPLAR TREE.
 NE1137'
 NE1137'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 NE1137'HEIGHT OF LIGHT ABOVE THE MARK WAS 23.6 METERS.
 NE1137'DESCRIBED BY G.F.SMITH
 NE1137
 NE1137                          STATION RECOVERY (1979)
 NE1137
 NE1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 NE1137'STATION MARK AND REFERENCE MARK 2 WERE FOUND IN GOOD
 NE1137'CONDITION.  REFERENCE MARK 1 WAS NOT FOUND AND ASSUMED DESTROYED BY
 NE1137'RECENTLY NEW LAID WATER MAIN LINE.  THE AZIMUTH MARK WAS NOT FOUND
 NE1137'AND ASSUMED TO HAVE BEEN DESTROYED BY ROAD IMPROVEMENT.  THERE ARE NO
 NE1137'POINTS TO SET A NEW AZIMUTH MARK.  THE 1977 DESCRIPTION WAS NOT
 NE1137'AVAILABLE AT THIS TIME.  THERE WAS NO WAY TO CHECK THE 1977 DISTANCE.
 NE1137'
 NE1137'THE STATION IS LOCATED ABOUT 2.5 MILES WEST OF MARYVILLE AND ON THE
 NE1137'PROPERTY OF THE ST CLAIR COUNTY AIRPORT.  MR D.J. KELLS IS THE AIRPORT
 NE1137'MANAGER.
 NE1137'
 NE1137'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 94 AND
 NE1137'GRATIOT AVENUE AT THE WEST EDGE OF MARYSVILLE, GO SOUTHWEST ON GRATIOT
 NE1137'AVENUE FOR 1.0 MILE TO A ROAD RIGHT AND SIGN ST CLAIR COUNTY
 NE1137'AIRPORT.  TURN RIGHT AND GO NORTHERLY ON AIRPORT ROAD FOR 0.85 MILE
 NE1137'TO THE ST CLAIR COUNTY AIRPORT OFFICE ON THE RIGHT AND THE STATION ON
 NE1137'THE LEFT AS DESCRIBED.  IT IS 102 FEET SOUTHWEST OF CENTERLINE OF
 NE1137'AIRPORT ROAD, 70 FEET SOUTH SOUTHWEST OF A 24 INCH POPLAR TREE, 40.5
 NE1137'FEET NORTHEAST OF A 30 INCH OAK TREE, 122 FEET WEST OF POWER LINE POLE
 NE1137'0053-14, 57.3 FEET NORTHEAST OF NORTHEAST LEG OF AIRPORT BEACON TOWER,
 NE1137'63.9 FEET NORTHEAST OF NORTHWEST LEG OF THE TOWER AND 1 FOOT NORTH OF
 NE1137'A METAL WITNESS POST.  THE MARK IS ABOUT 2 INCHES UNDERGROUND AND THE
 NE1137'DISK IS STAMPED LITTLE 1977.
 NE1137'
 NE1137'REFERENCE MARK 2 IS 46 FEET NORTHWEST OF THE OAK TREE, 79 FEET NORTH
 NE1137'OF A TELEPHONE JUNCTION BOX, 62.8 FEET NORTH NORTHWEST OF NORTHWEST
 NE1137'LEG OF THE BEACON TOWER, 77.8 FEET NORTH NORTHEAST OF A FIRE HYDRANT
 NE1137'AND 1.8 FOOT EAST OF THE EAST EDGE OF PARKING LOT.  THE MARK IS ABOUT
 NE1137'1 INCH UNDERGROUND AND THE DISK STAMPED LITTLE NO 2 1977.
 NE1137'
 NE1137'REFERENCE MARK 3 IS 32.5 FEET SOUTH OF THE CENTERLINE OF AIRPORT
 NE1137'ROAD.  1 FOOT WEST OF POWERLINE POLE 0053-14.  IT IS AN ALUMINUM
 NE1137'PRECAST MARK SET IN CONCRETE AND PROJECTS ABOUT 4 INCHES.  IT IS
 NE1137'STAMPED LITTLE 1977 NO 3 1979.
 NE1137
 NE1137                          STATION RECOVERY (1999)
 NE1137
 NE1137'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0573 ***********************************************************************
 OK0573  DESIGNATION -  LITTLE 2
 OK0573  PID         -  OK0573
 OK0573  STATE/COUNTY-  MI/ISABELLA
 OK0573  USGS QUAD   -  ROSEBUSH (1973)
 OK0573
 OK0573                         *CURRENT SURVEY CONTROL
 OK0573  ___________________________________________________________________
 OK0573* NAD 83(1994)-  43 44 11.48034(N)    084 48 27.84387(W)     ADJUSTED  
 OK0573* NAVD 88     -       278.2    (meters)     913.     (feet)  VERTCON   
 OK0573  ___________________________________________________________________
 OK0573  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 OK0573  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OK0573
 OK0573  HORZ ORDER  -  SECOND
 OK0573
 OK0573.The horizontal coordinates were established by classical geodetic methods
 OK0573.and adjusted by the National Geodetic Survey in February 1997..
 OK0573
 OK0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0573
 OK0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0573
 OK0573.The geoid height was determined by GEOID03.
 OK0573
 OK0573;                    North         East     Units Scale Factor Converg.
 OK0573;SPC MI S     -   248,533.054 3,964,467.003   MT  1.00001743   -0 18 00.6
 OK0573;SPC MI S     -   815,397.16 13,006,781.51   iFT  1.00001743   -0 18 00.6
 OK0573;SPC MI C     -    46,753.977 5,964,462.935   MT  1.00013227   -0 18 41.7
 OK0573;SPC MI C     -   153,392.31 19,568,447.95   iFT  1.00013227   -0 18 41.7
 OK0573;UTM  16      - 4,844,945.178   676,540.851   MT  0.99998336   +1 30 57.6
 OK0573
 OK0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0573!SPC MI S     -   0.99996162  x   1.00001743  =   0.99997905
 OK0573!SPC MI C     -   0.99996162  x   1.00013227  =   1.00009388
 OK0573!UTM  16      -   0.99996162  x   0.99998336  =   0.99994498
 OK0573
 OK0573:                Primary Azimuth Mark                     Grid Az
 OK0573:SPC MI S     -  LITTLE 2 AZ MK 1980                      000 24 43.3
 OK0573:SPC MI C     -  LITTLE 2 AZ MK 1980                      000 25 24.4
 OK0573:UTM  16      -  LITTLE 2 AZ MK 1980                      358 35 45.1
 OK0573
 OK0573|---------------------------------------------------------------------|
 OK0573| PID    Reference Object                     Distance      Geod. Az  |
 OK0573|                                                           dddmmss.s |
 OK0573| OK0572 LITTLE 2 AZ MK 1980                 470.658 METERS 0000642.7 |
 OK0573| OK0569 LITTLE 1932 RM 3 1976                 2.700 METERS 08827     |
 OK0573| OK0571 LITTLE RM 1                          19.327 METERS 11811     |
 OK0573| OK0679 LITTLE 2 RM 4                         5.380 METERS 18220     |
 OK0573|---------------------------------------------------------------------|
 OK0573
 OK0573                          SUPERSEDED SURVEY CONTROL
 OK0573
 OK0573  NAD 83(1986)-  43 44 11.47632(N)    084 48 27.85501(W) AD(       ) 2
 OK0573  NAD 27      -  43 44 11.37207(N)    084 48 27.79844(W) AD(       ) 2
 OK0573  NGVD 29 (07/19/86)  278.3    (m)          913.     (f) VERT ANG       
 OK0573
 OK0573.Superseded values are not recommended for survey control.
 OK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0573.See file dsdata.txt to determine how the superseded data were derived.
 OK0573
 OK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7654144945(NAD 83)
 OK0573_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0573_SP_SET: CONCRETE POST
 OK0573_STAMPING: LITTLE 2 1980
 OK0573_MARK LOGO: NGS   
 OK0573_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0573+STABILITY: SURFACE MOTION
 OK0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0573+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 OK0573
 OK0573  HISTORY     - Date     Condition        Report By
 OK0573  HISTORY     - 1980     MONUMENTED       NGS
 OK0573  HISTORY     - 1980     GOOD             NGS
 OK0573  HISTORY     - 1981     GOOD             MIDH
 OK0573  HISTORY     - 19920911 GOOD             USPSQD
 OK0573  HISTORY     - 19940610 GOOD             NGS
 OK0573  HISTORY     - 20010605 GOOD             USPSQD
 OK0573
 OK0573                          STATION DESCRIPTION
 OK0573
 OK0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OK0573'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF CLARE, 9 MILES NORTH OF
 OK0573'MT PLEASANT, 2 MILES NORTHWEST OF ROSEBUSH AND ON PROPERTY OWNED BY A
 OK0573'MR ROBERT BEAM.  IT IS ON THE WEST SIDE OF LINCOLN ROAD ON A SMALL
 OK0573'RISE.
 OK0573'
 OK0573'TO REACH STATION FROM THE NORTH EDGE OF MT PLEASANT AT THE JUNCTION
 OK0573'OF U.S. HIGHWAY 27 BUSINESS ROUTE AND MISSION STREET WHICH IS OLD
 OK0573'U.S. 27 HIGHWAY, GO NORTH ON MISSION STREET FOR 7.6 MILES TO A CROSS
 OK0573'ROADS AT THE ST HENRYS CATHOLIC CHURCH.  TURN LEFT AND GO WEST ON
 OK0573'EAST VERNON ROAD FOR 2.0 MILES TO A CROSS ROADS.  TURN RIGHT AND GO
 OK0573'NORTH ON LINCOLN ROAD FOR 0.65 MILE TO STATION ON THE LEFT, WEST SIDE
 OK0573'OF THE ROAD.  CONTINUE NORTH ON THE ROAD FOR 0.25 MILE TO THE AZIMUTH
 OK0573'MARK ON THE LEFT AS DESCRIBED.
 OK0573'
 OK0573'STATION MARKS ARE STANDARD DISKS STAMPED---LITTLE 2 1980---.  THE
 OK0573'SURFACE MARK IS 84 FT NORTHEAST OF A POWER LINE POLE, 84 FT
 OK0573'SOUTHEAST OF A POWER LINE POLE, 33 FT WEST OF THE CENTERLINE OF
 OK0573'LINCOLN ROAD AND 1 FT EAST OF A METAL WITNESS POST.  THE MARK IS
 OK0573'FLUSH.
 OK0573'
 OK0573'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---LITTLE NO 1
 OK0573'1932---.  IT IS 25 FT EAST OF THE CENTERLINE OF THE ROAD, 1 FT WEST OF
 OK0573'A METAL WITNESS POST AND 0.5 FT WEST OF A FENCE.  THE MARK PROJECTS
 OK0573'2 INCHES.
 OK0573'
 OK0573'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---LITTLE 2 NO 4
 OK0573'1980---.  IT IS 33 FT WEST OF THE CENTERLINE OF THE ROAD AND 1 FT
 OK0573'SOUTH OF A METAL WITNESS POST.  THE MARK IS FLUSH.
 OK0573'
 OK0573'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED---LITTLE 1932 NO 2
 OK0573'1976---.  IT IS 33 FT NORTH OF EXTENDED CENTERLINE OF DRIVEWAY, 21 FT
 OK0573'EAST OF THE CENTERLINE OF ROAD AND 2.5 FT WEST OF A METAL WITNESS
 OK0573'POST.  THE MARK PROJECTS 1 INCH.
 OK0573'
 OK0573'AZIMUTH MARK LITTLE 2 IS A STANDARD DISK STAMPED---LITTLE 2 NO 3
 OK0573'1980---.  IT IS 66 FT WEST OF THE CENTERLINE OF THE ROAD, 11 FT NORTH
 OK0573'OF THE CENTERLINE OF A GRAVELED DRIVEWAY AND 2 FT EAST OF POWER LINE
 OK0573'POLE NUMBER 6837.  THE MARK IS FLUSH.
 OK0573'
 OK0573'STATION MARK LITTLE 1932 WAS NOT INSPECTED BY THIS PARTY DUE TO
 OK0573'CROPS IN FIELD.  LITTLE 2 WAS ESTABLISHED USING REFERENCE MARK 3,
 OK0573'WHICH WAS OCCUPIED AS STATION IN 1976.  MR ROBERT BEAM PROPERTY
 OK0573'OWNER LIVES ABOUT 1 MILE WEST OF THE STATION AND GRANTED PERMISSION
 OK0573'TO LOCATE LITTLE 2 ON HIS PROPERTY.
 OK0573
 OK0573                          STATION RECOVERY (1980)
 OK0573
 OK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OK0573'THE STATION IS LOCATED IN QUAD. 430844, ABOUT 9.66 KM (6.00 MI) SOUTH
 OK0573'OF CLARE, 14.48 KM (9.00 MI) NORTH OF MT PLEASANT, 3.22 KM (2.00 MI)
 OK0573'NORTHWEST OF ROSEBUSH AND ON PROPERTY OWNED BY A MR. ROBERT BEAM.  IT
 OK0573'IS ON THE WEST SIDE OF LINCOLN ROAD ON A SMALL RISE.
 OK0573'TO REACH STATION FROM THE NORTH EDGE OF MT PLEASANT AT THE JUNCTION OF
 OK0573'U.S. HIGHWAY 27 BUSINESS ROUTE AND MISSION STREET WHICH IS OLD U.S.
 OK0573'HIGHWAY 27, GO NORTH ON MISSION STREET FOR 12.23 KM (7.60 MI) TO A
 OK0573'CROSS ROADS AT THE ST HENRYS CATHOLIC CHURCH.  TURN LEFT AND GO WEST
 OK0573'ON EAST VERNON ROAD FOR 2.0 MILES TO A CROSS ROADS.  TURN RIGHT AND
 OK0573'GO NORTH ON LINCOLN ROAD FOR 1.05 KM (0.65 MI) TO STATION ON THE
 OK0573'LEFT, WEST SIDE OF THE ROAD.
 OK0573'STATION MARK IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 25.603 M
 OK0573'(83.999 FT) NORTHEAST OF A POWER LINE POLE, 25.603 M (83.999 FT)
 OK0573'SOUTHEAST OF A POWER LINE POLE, 10.058 M (32.999 FT) WEST OF THE
 OK0573'CENTER LINE OF LINCOLN ROAD AND 0.305 M (1.001 FT) EAST OF A METAL
 OK0573'WITNESS POST.
 OK0573'STATION MARK LITTLE 1932 WAS NOT INSPECTED BY THIS PARTY DUE TO CROPS
 OK0573'IN FILED.  LITTLE 2 WAS ESTABLISHED BY MAKING A TRAVERSE CONNECTION
 OK0573'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT TO REFERENCE MARK 3,
 OK0573'WHICH WAS OCCUPIED AS STATION IN 1976.  MR. ROBERT BEAM PROPERTY
 OK0573'OWNER LIVES ABOUT 1.6 KM (1.0 MI) WEST OF THE STATION AND GRANTED
 OK0573'PERMISSION TO ESTABLISH LITTLE 2 1980 ON HIS PROPERTY.
 OK0573'DESCRIBED BY J.D. RIGNEY, TYPED BY R.L. RAMSEY, NGS GEODETIC ADVISOR -
 OK0573'MICHIGAN.
 OK0573
 OK0573                          STATION RECOVERY (1981)
 OK0573
 OK0573'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 OK0573'STATION AND ALL MARKS ON ORIGINAL DESCRIPTION WERE RECOVERED AS
 OK0573'DESCRIBED.
 OK0573
 OK0573                          STATION RECOVERY (1992)
 OK0573
 OK0573'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0573'RECOVERED IN GOOD CONDITION.
 OK0573
 OK0573                          STATION RECOVERY (1994)
 OK0573
 OK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0573'STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF CLARE, 4 KM (2.50
 OK0573'MI) NORTH OF ROSEBUSH, ON A LOW RISE, ON THE APPROXIMATE RIGHT-OF-WAY
 OK0573'EDGE, ADJACENT TO A CULTIVATED FIELD, IN THE NORTHWEST 1/4 OF SECTION
 OK0573'31, T 16 N, R 4 N.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  TO
 OK0573'REACH FROM THE OVERPASS AT THE JUNCTION OF US HIGHWAY 27 AND ROSEBUSH
 OK0573'ROAD (ABOUT 15 KM (9.30 MI) SOUTH OF CLARE) , GO WEST ON ROSEBUSH ROAD
 OK0573'FOR 0.70 KM (0.45 MI) TO A CROSSROAD IN ROSEBUSH.  TURN RIGHT, NORTH,
 OK0573'ON MISSION ROAD FOR 3.26 KM (2.00 MI) TO A PAVED CROSSROAD.  TURN
 OK0573'LEFT, WEST, ON VERNON ROAD FOR 3.24 KM (2.00 MI) TO A DIRT CROSSROAD.
 OK0573'TURN RIGHT, NORTH, ON LINCOLN ROAD FOR 1.00 KM (0.60 MI) TO TOP OF
 OK0573'RISE AND THE STATION ON THE LEFT. STATION MARK IS A DISK SET IN THE
 OK0573'TOP OF A CHIPPED 30-CM ROUND CONCRETE POST PROJECTING 5 CM ABOVE
 OK0573'GROUND.  IT IS 10.1 M (33.1 FT) WEST OF, AND 1 M (3.3 FT) HIGHER THAN
 OK0573'THE ROAD CENTER, 0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST,
 OK0573'25.7 M (84.3 FT) NORTHEAST OF A UTILITY POLE WITH GUY WIRE, AND 19.3 M
 OK0573'(63.3 FT) WEST-NORTHWEST OF A METAL WITNESS POST AT LITTLE RM 1.
 OK0573'DESCRIBED BY G.R.HEID
 OK0573
 OK0573                          STATION RECOVERY (2001)
 OK0573
 OK0573'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0572 ***********************************************************************
 OK0572  DESIGNATION -  LITTLE 2 AZ MK 1980
 OK0572  PID         -  OK0572
 OK0572  STATE/COUNTY-  MI/ISABELLA
 OK0572  USGS QUAD   -  ROSEBUSH (1973)
 OK0572
 OK0572                         *CURRENT SURVEY CONTROL
 OK0572  ___________________________________________________________________
 OK0572* NAD 83(1994)-  43 44 26.73019(N)    084 48 27.80281(W)     ADJUSTED  
 OK0572* NAVD 88     -       267.     (meters)     876.     (feet)  VERTCON   
 OK0572  ___________________________________________________________________
 OK0572  LAPLACE CORR-          -6.06  (seconds)                    DEFLEC99
 OK0572  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OK0572
 OK0572  HORZ ORDER  -  THIRD
 OK0572
 OK0572.The horizontal coordinates were established by classical geodetic methods
 OK0572.and adjusted by the National Geodetic Survey in February 1997..
 OK0572
 OK0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0572
 OK0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0572
 OK0572.The geoid height was determined by GEOID03.
 OK0572
 OK0572;                    North         East     Units Scale Factor Converg.
 OK0572;SPC MI S     -   249,003.709 3,964,470.388   MT  1.00001854   -0 18 00.5
 OK0572;SPC MI S     -   816,941.30 13,006,792.61   iFT  1.00001854   -0 18 00.5
 OK0572;SPC MI C     -    47,224.685 5,964,466.414   MT  1.00013073   -0 18 41.6
 OK0572;SPC MI C     -   154,936.63 19,568,459.36   iFT  1.00013073   -0 18 41.6
 OK0572;UTM  16      - 4,845,415.687   676,529.317   MT  0.99998331   +1 30 58.0
 OK0572
 OK0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0572!SPC MI S     -   0.99996339  x   1.00001854  =   0.99998193
 OK0572!SPC MI C     -   0.99996339  x   1.00013073  =   1.00009412
 OK0572!UTM  16      -   0.99996339  x   0.99998331  =   0.99994670
 OK0572
 OK0572:                Primary Azimuth Mark                     Grid Az
 OK0572:SPC MI S     -  LITTLE 1932 RM 3 1976                    180 05 00.4
 OK0572:SPC MI C     -  LITTLE 1932 RM 3 1976                    180 05 41.5
 OK0572:UTM  16      -  LITTLE 1932 RM 3 1976                    178 16 01.9
 OK0572
 OK0572|---------------------------------------------------------------------|
 OK0572| PID    Reference Object                     Distance      Geod. Az  |
 OK0572|                                                           dddmmss.s |
 OK0572| OK0569 LITTLE 1932 RM 3 1976               470.588 METERS 1794659.9 |
 OK0572| OK0573 LITTLE 2                            470.658 METERS 1800642.7 |
 OK0572|---------------------------------------------------------------------|
 OK0572
 OK0572                          SUPERSEDED SURVEY CONTROL
 OK0572
 OK0572  NAD 83(1986)-  43 44 26.72617(N)    084 48 27.81407(W) AD(       ) 3
 OK0572  NAD 27      -  43 44 26.62202(N)    084 48 27.75715(W) AD(       ) 3
 OK0572  NGVD 29 (07/19/86)  267.     (m)          876.     (f) VERT ANG       
 OK0572
 OK0572.Superseded values are not recommended for survey control.
 OK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0572.See file dsdata.txt to determine how the superseded data were derived.
 OK0572
 OK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7652945416(NAD 83)
 OK0572_MARKER: DZ = AZIMUTH MARK DISK
 OK0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0572_SP_SET: CONCRETE POST
 OK0572_STAMPING: LITTLE 2 NO 3 1980
 OK0572_MARK LOGO: NGS   
 OK0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0572+STABILITY: SURFACE MOTION
 OK0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0572+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 OK0572
 OK0572  HISTORY     - Date     Condition        Report By
 OK0572  HISTORY     - 1980     MONUMENTED       NGS
 OK0572  HISTORY     - 20010605 GOOD             USPSQD
 OK0572
 OK0572                          STATION DESCRIPTION
 OK0572
 OK0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OK0572'THE STATION IS LOCATED IN QUAD. 430844, ABOUT 9.66 KM (6.00 MI) SOUTH
 OK0572'OF CLARE, 14.48 KM (9.00 MI) NORTH OF MT PLEASANT, 3.22 KM (2.00 MI)
 OK0572'NORTHWEST OF ROSEBUSH AND ROAD RIGHT-OF-WAY.
 OK0572'TO REACH FROM THE NORTH EDGE OF MT PLEASANT AT THE JUNCTION OF U.S.
 OK0572'HIGHWAY 27 BUSINESS ROUTE AND MISSION STREET WHICH IS OLD U.S.
 OK0572'HIGHWAY 27, GO NORTH ON MISSION STREET FOR 12.23 KM (7.60 MI) TO A
 OK0572'CROSS ROADS AT THE ST HENRYS CATHOLIC CHURCH.  TURN LEFT AND GO WEST
 OK0572'ON EAST VERNON ROAD FOR 3.22 KM (2.00 MI) TO A CROSS ROADS.  TURN
 OK0572'RIGHT AND GO NORTH ON LINCOLN ROAD FOR 1.05 KM (0.65 MI) TO STATION
 OK0572'LITTLE 2 1980 ON THE LEFT, WEST SIDE OF THE ROAD.  CONTINUE NORTH ON
 OK0572'THE ROAD FOR 0.40 KM (0.25 MI) TO THE STATION ON THE LEFT AS
 OK0572'DESCRIBED.
 OK0572'AZIMUTH MARK 3 IS SET FLUSH WITH THE GROUND.  IT IS 20.117 M
 OK0572'(66.001 FT) WEST OF THE CENTER LINE OF THE ROAD, 3.353 M (11.001 FT)
 OK0572'NORTH OF THE CENTER LINE OF A GRAVELED DRIVEWAY AND 0.610 M
 OK0572'(2.001 FT) EAST OF POWER LINE POLE NUMBER 6837.
 OK0572'A TRAVERSE CONNECTION WAS MADE TO STATION LITTLE 2 1980 USING
 OK0572'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 OK0572'DESCRIBED BY J.D. RIGNEY, TYPED BY R.L. RAMSEY, NGS GEODETIC ADVISOR -
 OK0572'MICHIGAN.
 OK0572
 OK0572                          STATION RECOVERY (2001)
 OK0572
 OK0572'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0572'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1132 ***********************************************************************
 NE1132  DESIGNATION -  LITTLE AZ MK
 NE1132  PID         -  NE1132
 NE1132  STATE/COUNTY-  MI/ST CLAIR
 NE1132  USGS QUAD   -  SMITHS CREEK (1991)
 NE1132
 NE1132                         *CURRENT SURVEY CONTROL
 NE1132  ___________________________________________________________________
 NE1132* NAD 83(1994)-  42 54 18.02002(N)    082 31 11.86120(W)     ADJUSTED  
 NE1132* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 NE1132  ___________________________________________________________________
 NE1132  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 NE1132  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE1132
 NE1132  HORZ ORDER  -  SECOND
 NE1132
 NE1132.This mark is at St Clair Co Intl Airport (PHN)
 NE1132
 NE1132.The horizontal coordinates were established by classical geodetic methods
 NE1132.and adjusted by the National Geodetic Survey in February 1997..
 NE1132
 NE1132.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1132
 NE1132.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1132
 NE1132.The geoid height was determined by GEOID03.
 NE1132
 NE1132;                    North         East     Units Scale Factor Converg.
 NE1132;SPC MI S     -   157,718.199 4,150,787.772   MT  0.99990694   +1 15 24.3
 NE1132;SPC MI S     -   517,448.16 13,618,070.12   iFT  0.99990694   +1 15 24.3
 NE1132;UTM  17      - 4,751,386.510   375,918.675   MT  0.99978941   -1 02 05.6
 NE1132
 NE1132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1132!SPC MI S     -   0.99997461  x   0.99990694  =   0.99988155
 NE1132!UTM  17      -   0.99997461  x   0.99978941  =   0.99976403
 NE1132
 NE1132                          SUPERSEDED SURVEY CONTROL
 NE1132
 NE1132  NAD 83(1986)-  42 54 18.00670(N)    082 31 11.89594(W) AD(       ) 2
 NE1132  NAD 27      -  42 54 17.89915(N)    082 31 12.19108(W) AD(       ) 2
 NE1132  NGVD 29 (07/19/86)  196.9    (m)          646.     (f) VERT ANG       
 NE1132
 NE1132.Superseded values are not recommended for survey control.
 NE1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1132.See file dsdata.txt to determine how the superseded data were derived.
 NE1132
 NE1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7591951387(NAD 83)
 NE1132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE1132+STABILITY: SURFACE MOTION
 NE1132
 NE1132  HISTORY     - Date     Condition        Report By
 NE1132  HISTORY     - 1977     MONUMENTED       NGS
 NE1132  HISTORY     - 19990703 MARK NOT FOUND   USPSQD
 NE1132  HISTORY     - 20050410 GOOD             USPSQD
 NE1132
 NE1132                          STATION DESCRIPTION
 NE1132
 NE1132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 NE1132'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE
 NE1132'ST CLAIR COUNTY AIRPORT BEACON AND ALONG THE NORTH
 NE1132'SIDE OF YAGER ROAD.
 NE1132'
 NE1132'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 NE1132'94 AND STATE HIGHWAY 21 WHICH IS SOUTHWEST OF PORT HURON,
 NE1132'GO SOUTHERLY ON INTERSTATE HIGHWAY
 NE1132'94 FOR 4.7 MILES TO THE MARYVILLE EXIT.  TURN RIGHT AND GO
 NE1132'SOUTH FOR 0.35 MILE TO GRATIOT ROAD.  TURN RIGHT AND GO
 NE1132'SOUTHWEST ON GRATIOT ROAD FOR 0.9 MILE TO A SIDE ROAD RIGHT.
 NE1132'TURN RIGHT AT ENTRANCE TO AIRPORT, AND GO NORTH FOR 0.4
 NE1132'MILE TO YAGER ROAD.  TURN RIGHT AND GO EAST ON YAGER
 NE1132'ROAD FOR 0.25 MILE TO THE STATION ON THE LEFT.
 NE1132'
 NE1132'AZIMUTH MARK, STAMPED---LITTLE 1977---, A STANDARD DISK SET
 NE1132'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 NE1132'IS FLUSH WITH THE GROUND SURFACE.  IT IS 3.4 FEET EAST OF A
 NE1132'METAL WITNESS POST, 12 FEET NORTH OF THE APPROXIMATE CENTER OF
 NE1132'YAGER ROAD, 16 FEET SOUTH OF THE APPROXIMATE CENTER OF A
 NE1132'DITCH, AND 24.5 SOUTHWEST OF A 6-INCH POPLAR TREE.
 NE1132'
 NE1132'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION LITTLE.
 NE1132'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 NE1132'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.0 METER.
 NE1132'
 NE1132'DESCRIBED BY G.F.SMITH
 NE1132
 NE1132                          STATION RECOVERY (1999)
 NE1132
 NE1132'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1132'MARK NOT FOUND.
 NE1132
 NE1132                          STATION RECOVERY (2005)
 NE1132
 NE1132'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE1132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0015 ***********************************************************************
 QK0015  DESIGNATION -  LITTLE BLACK
 QK0015  PID         -  QK0015
 QK0015  STATE/COUNTY-  MI/CHEBOYGAN
 QK0015  USGS QUAD   -  
 QK0015
 QK0015                         *CURRENT SURVEY CONTROL
 QK0015  ___________________________________________________________________
 QK0015* NAD 83(1986)-  45 39 30.     (N)    084 29 30.     (W)     SCALED    
 QK0015* NAVD 88     -       178.435  (meters)     585.42   (feet)  ADJUSTED  
 QK0015  ___________________________________________________________________
 QK0015  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 QK0015  DYNAMIC HT  -         178.433 (meters)     585.41  (feet)  COMP
 QK0015  MODELED GRAV-     980,602.4   (mgal)                       NAVD 88
 QK0015
 QK0015  VERT ORDER  -  FIRST     CLASS I
 QK0015
 QK0015.The horizontal coordinates were scaled from a topographic map and have
 QK0015.an estimated accuracy of +/- 6 seconds.
 QK0015
 QK0015.The orthometric height was determined by differential leveling
 QK0015.and adjusted by the National Geodetic Survey in June 1991..
 QK0015
 QK0015.The geoid height was determined by GEOID03.
 QK0015
 QK0015.The dynamic height is computed by dividing the NAVD 88
 QK0015.geopotential number by the normal gravity value computed on the
 QK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0015.degrees latitude (g = 980.6199 gals.).
 QK0015
 QK0015.The modeled gravity was interpolated from observed gravity values.
 QK0015
 QK0015;                    North         East    Units  Estimated Accuracy
 QK0015;SPC MI C     -   260,220.    5,990,260.      MT  (+/- 180 meters Scaled)
 QK0015
 QK0015                          SUPERSEDED SURVEY CONTROL
 QK0015
 QK0015.No superseded survey control is available for this station.
 QK0015
 QK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR954591(NAD 83)
 QK0015_MARKER: DD = SURVEY DISK
 QK0015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0015_MARK LOGO: NGS   
 QK0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0015
 QK0015  HISTORY     - Date     Condition        Report By
 QK0015  HISTORY     - 1973     MONUMENTED       NOS
 QK0015  HISTORY     - 1973     GOOD             USLS
 QK0015  HISTORY     - 1983     GOOD             NGS
 QK0015
 QK0015                          STATION DESCRIPTION
 QK0015
 QK0015'DESCRIBED BY US LAKE SURVEY 1973
 QK0015'AT CHEBOYGAN.
 QK0015'LITTLE BLACK IS AT CHEBOYGAN, CHEBOYGAN COUNTY, MICHIGAN, 1.1 MILES
 QK0015'NORTHWEST ALONG HWY. U.S. 23 (MACKINAW AVE.) FROM THE INTERSECTION OF
 QK0015'MACKINAW AVE. AND MAIN ST. IN CHEBOYGAN, ON LOWER TIER OF
 QK0015'SOUTHEAST ABUTMENT OF BRIDGE OVER THE LITTLE BLACK RIVER, 33
 QK0015'FEET SOUTH OF CENTER LINE OF HWY, U.S. 23, 8.1 FEET SOUTHWEST
 QK0015'OF SOUTHWEST FACE OF BRIDGE, 8.0 FEET SOUTH OF A CONCRETE
 QK0015'MONUMENT, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 QK0015'DISC SET INTO THE TOP OF THE ABUTMENT.  NOTE-- PREV. DESIG.
 QK0015'LITTLE BLACK 1973.
 QK0015
 QK0015                          STATION RECOVERY (1983)
 QK0015
 QK0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0015'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.4 KM
 QK0015'(0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM THE POST
 QK0015'OFFICE IN CHEBOYGAN, THENCE 1.8 KM (1.1 MI) NORTHWEST ALONG U.S.
 QK0015'HIGHWAY 23 (MACKINAW AVENUE) AT THE SOUTHEAST ABUTMENT OF THE BRIDGE
 QK0015'OVER THE LITTLE BLACK RIVER, DISK SET IN THE TOP OF THE LOWER TIER OF
 QK0015'THE ABUTMENT, 10.05 METERS (33.0 FT) SOUTH OF THE CENTERLINE OF U.S.
 QK0015'HIGHWAY 23, 2.46 METERS (8.1 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 QK0015'THE BRIDGE, AND 2.43 METERS (8.0 FT) SOUTH OF THE SOUTH EDGE OF A
 QK0015'CONCRETE MONUMENT.  STAMPING IS--LITTLE BLACK A C LSC 1973.
 QK0015'THE MARK IS 0.9 M BELOW HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0626 ***********************************************************************
 QL0626  DESIGNATION -  LITTLE GULL USLS 1864
 QL0626  PID         -  QL0626
 QL0626  STATE/COUNTY-  MI/DELTA
 QL0626  USGS QUAD   -  FAIRPORT (1985)
 QL0626
 QL0626                         *CURRENT SURVEY CONTROL
 QL0626  ___________________________________________________________________
 QL0626* NAD 83(1994)-  45 30 01.49372(N)    086 43 00.04438(W)     ADJUSTED  
 QL0626* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 QL0626  ___________________________________________________________________
 QL0626  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 QL0626  GEOID HEIGHT-         -36.70  (meters)                     GEOID03
 QL0626
 QL0626  HORZ ORDER  -  SECOND
 QL0626
 QL0626.The horizontal coordinates were established by classical geodetic methods
 QL0626.and adjusted by the National Geodetic Survey in February 1997..
 QL0626
 QL0626.The orthometric height was scaled from a topographic map.
 QL0626
 QL0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0626
 QL0626.The geoid height was determined by GEOID03.
 QL0626
 QL0626;                    North         East     Units Scale Factor Converg.
 QL0626;SPC MI N     -    79,740.586 8,022,143.521   MT  0.99999591   +0 12 17.2
 QL0626;SPC MI N     -   261,616.10 26,319,368.51   iFT  0.99999591   +0 12 17.2
 QL0626;SPC WI C     -   190,438.786   856,546.233   MT  1.00000008   +2 18 59.9
 QL0626;SPC WI C     -   624,797.92  2,810,185.43   sFT  1.00000008   +2 18 59.9
 QL0626;UTM  16      - 5,038,581.635   522,134.800   MT  0.99960602   +0 12 07.5
 QL0626
 QL0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0626!SPC MI N     -   0.99997754  x   0.99999591  =   0.99997345
 QL0626!SPC WI C     -   0.99997754  x   1.00000008  =   0.99997762
 QL0626!UTM  16      -   0.99997754  x   0.99960602  =   0.99958357
 QL0626
 QL0626:                Primary Azimuth Mark                     Grid Az
 QL0626:SPC MI N     -  POVERTY ISLAND LIGHTHOUSE USLS           057 41 24.3
 QL0626:SPC WI C     -  POVERTY ISLAND LIGHTHOUSE USLS           055 34 41.6
 QL0626:UTM  16      -  POVERTY ISLAND LIGHTHOUSE USLS           057 41 34.0
 QL0626
 QL0626|---------------------------------------------------------------------|
 QL0626| PID    Reference Object                     Distance      Geod. Az  |
 QL0626|                                                           dddmmss.s |
 QL0626| QL0625 POVERTY ISLAND LIGHTHOUSE USLS      APPROX. 4.6 KM 0575341.5 |
 QL0626|---------------------------------------------------------------------|
 QL0626
 QL0626                          SUPERSEDED SURVEY CONTROL
 QL0626
 QL0626  NAD 83(1994)-  45 30 01.49307(N)    086 43 00.04462(W) AD(       ) 2
 QL0626  NAD 83(1986)-  45 30 01.49307(N)    086 43 00.04462(W) AD(       ) 2
 QL0626  NAD 27      -  45 30 01.52600(N)    086 42 59.59700(W) AD(       ) 2
 QL0626
 QL0626.Superseded values are not recommended for survey control.
 QL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0626.See file dsdata.txt to determine how the superseded data were derived.
 QL0626
 QL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER2213538582(NAD 83)
 QL0626_MARKER: Z = SEE DESCRIPTION
 QL0626_SETTING: 0 = UNSPECIFIED SETTING
 QL0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0626
 QL0626  HISTORY     - Date     Condition        Report By
 QL0626  HISTORY     - 1864     MONUMENTED       USLS
 QL0626  HISTORY     - 1903     SEE DESCRIPTION  USLS
 QL0626  HISTORY     - 1951     SEE DESCRIPTION  USLS
 QL0626
 QL0626                          STATION DESCRIPTION
 QL0626
 QL0626'DESCRIBED BY US LAKE SURVEY 1903
 QL0626'ON NORTHWEST POINT OF LITTLE GULL ISLAND, AT ENTRANCE TO GREEN BAY,
 QL0626'50 FEET SOUTH OF TOP OF BANK ON NORTH
 QL0626'SIDE OF ISLAND, 27 FEET NORTH OF TOP OF BANK ON SOUTH SIDE OF ISLAND,
 QL0626'35 FEET SOUTHEAST OF TOP OF BANK AT
 QL0626'NORTHWEST POINT OF ISLAND, 24.0 FEET S. 67 DEG 14 MIN E.
 QL0626'FROM TRIANGLE-BLAZED 4-INCH BALSAM TREE, 20.5 FEET S.
 QL0626'32 DEG 37 MIN W. FROM TRIANGLE-
 QL0626'BLAZED 12-INCH CEDAR TREE, AND 35.0 FEET N. 9 DEG 41 MIN W. FROM
 QL0626'TRIANGLE-BLAZED 6-INCH BIRCH TREE.
 QL0626'MARKED BY COPPER BOLT IN CONCRETE BLOCK, 5 BY 5 BY 18 INCHES, TOP
 QL0626'FLUSH WITH SURFACE OF GROUND,
 QL0626'AND MARKED U.S. 1903.
 QL0626
 QL0626                          STATION RECOVERY (1951)
 QL0626
 QL0626'RECOVERY NOTE BY US LAKE SURVEY 1951 (JDL)
 QL0626'STATION RECOVERED IN GOOD CONDITION.
 QL0626'
 QL0626'THE 4 INCH BALSAM AND THE 12 INCH CEDAR MENTIONED IN THE OLD
 QL0626'DESCRIPTION ARE GONE.
 QL0626'THE 6 INCH BIRCH IS NOW THE 10 INCH TRUNK OF A MULTIPLE TRUNKED
 QL0626'BIRCH.  DISTANCES FROM THE
 QL0626'TOP OF THE BANK ARE CORRECT.
 QL0626'
 QL0626'STATION SHOULD BE REFERENCED.  NO TIME WAS AVAILABLE AT THE TIME
 QL0626'OF THE VISIT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1184 ***********************************************************************
 RJ1184  DESIGNATION -  LITTLE HOG
 RJ1184  PID         -  RJ1184
 RJ1184  STATE/COUNTY-  MI/MACKINAC
 RJ1184  USGS QUAD   -  HOG ISLAND POINT (1973)
 RJ1184
 RJ1184                         *CURRENT SURVEY CONTROL
 RJ1184  ___________________________________________________________________
 RJ1184* NAD 83(1994)-  46 04 12.13690(N)    085 17 29.74082(W)     ADJUSTED  
 RJ1184* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 RJ1184  ___________________________________________________________________
 RJ1184  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 RJ1184  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ1184
 RJ1184  HORZ ORDER  -  FIRST
 RJ1184
 RJ1184.The horizontal coordinates were established by classical geodetic methods
 RJ1184.and adjusted by the National Geodetic Survey in February 1997..
 RJ1184
 RJ1184.The orthometric height was scaled from a topographic map.
 RJ1184
 RJ1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1184
 RJ1184.The geoid height was determined by GEOID03.
 RJ1184
 RJ1184;                    North         East     Units Scale Factor Converg.
 RJ1184;SPC MI N     -   144,433.560 8,132,149.494   MT  0.99990986   +1 14 05.3
 RJ1184;SPC MI N     -   473,863.39 26,680,280.49   iFT  0.99990986   +1 14 05.3
 RJ1184;UTM  16      - 5,103,248.009   632,118.067   MT  0.99981458   +1 13 50.0
 RJ1184
 RJ1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1184!SPC MI N     -   0.99997726  x   0.99990986  =   0.99988712
 RJ1184!UTM  16      -   0.99997726  x   0.99981458  =   0.99979184
 RJ1184
 RJ1184:                Primary Azimuth Mark                     Grid Az
 RJ1184:SPC MI N     -  EPOUFETTE USLS 1918                      111 40 20.2
 RJ1184:UTM  16      -  EPOUFETTE USLS 1918                      111 40 35.5
 RJ1184
 RJ1184|---------------------------------------------------------------------|
 RJ1184| PID    Reference Object                     Distance      Geod. Az  |
 RJ1184|                                                           dddmmss.s |
 RJ1184| RJ1178 EPOUFETTE USLS 1918                 APPROX. 7.6 KM 1125425.5 |
 RJ1184| CH1344 LITTLE HOG RP DRILL HOLE             32.080 METERS 14946     |
 RJ1184| RJ1183 LITTLE HOG RM 1                      19.726 METERS 20109     |
 RJ1184|---------------------------------------------------------------------|
 RJ1184
 RJ1184                          SUPERSEDED SURVEY CONTROL
 RJ1184
 RJ1184  NAD 83(1986)-  46 04 12.13109(N)    085 17 29.73857(W) AD(       ) 1
 RJ1184  NAD 27      -  46 04 12.12230(N)    085 17 29.44517(W) AD(       ) 1
 RJ1184
 RJ1184.Superseded values are not recommended for survey control.
 RJ1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1184.See file dsdata.txt to determine how the superseded data were derived.
 RJ1184
 RJ1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3211803248(NAD 83)
 RJ1184_MARKER: Z = SEE DESCRIPTION
 RJ1184_SETTING: 0 = UNSPECIFIED SETTING
 RJ1184
 RJ1184  HISTORY     - Date     Condition        Report By
 RJ1184  HISTORY     - 1918     MONUMENTED       USLS
 RJ1184  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1184  HISTORY     - 1965     SEE DESCRIPTION  USLS
 RJ1184
 RJ1184                          STATION DESCRIPTION
 RJ1184
 RJ1184'DESCRIBED BY US LAKE SURVEY 1918
 RJ1184'ON NORTH SHORE OF LAKE MICHIGAN, ABOUT 4 MILES EAST OF BIDDLE POINT,
 RJ1184'ON SOUTH SHORE OF LITTLE
 RJ1184'HOG ISLAND, NEAR WEST END OF TREES, ABOUT 15 FEET FROM BRUSH LINE,
 RJ1184'105 FEET N. 30 DEG 08 MIN W. OF
 RJ1184'DRILL HOLE IN LARGE BOULDER, 74.5 FEET N. 10 DEG 20 MIN W. OF
 RJ1184'LARGE TRIANGULAR BOULDER, AND 165 FEET N. 71 DEG
 RJ1184'45 MIN E. OF DRILL HOLE IN THIRD LARGE
 RJ1184'BOULDER.  ALL BOULDERS ARE AT WATERS EDGE.  MARKED BY NAIL
 RJ1184'SURROUNDED BY
 RJ1184'TRIANGLE IN MASS OF CONCRETE, TOP FLUSH WITH SURFACE OF GROUND.
 RJ1184
 RJ1184                          STATION RECOVERY (1965)
 RJ1184
 RJ1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1184'THE STATION MARK AND THE REFERENCE POINT 105 FEET FROM THE
 RJ1184'STATION WERE
 RJ1184'RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 RJ1184'POINTS 74 AND 165 FEET FROM THE
 RJ1184'STATION COULD NOT BE FOUND.  A
 RJ1184'NEW REFERENCE MARK WAS ESTABLISHED, AND OCCUPIED,
 RJ1184'SOUTH OF THE
 RJ1184'STATION AND 39 FEET SOUTH OF THE TREE LINE TO MAKE STATIONS
 RJ1184'EPOUFETTE (USLS)
 RJ1184'1918 RM 1 AND BIDDLE (USLS) 1917 INTERVISIBLE
 RJ1184'WITHOUT CLEARING OR BUILDING A
 RJ1184'TOWER.  FOR ADDITIONAL INFORMATION
 RJ1184'SEE DESCRIPTION TO TRIANGULATION STATION LITTLE
 RJ1184'HOG (USLS) 1918
 RJ1184'RM 1.
 RJ1184
 RJ1184                          STATION RECOVERY (1965)
 RJ1184
 RJ1184'RECOVERY NOTE BY US LAKE SURVEY 1965 (HTA)
 RJ1184'TO REACH PROCEED TO THE SOUTH SHORE OF LITTLE HOG ISLAND
 RJ1184'APPROXIMATELY 200
 RJ1184'FEET EAST OF WEST END OF ISLAND.  LITTLE HOG ISLAND IS CONNECTED
 RJ1184'TO THE MAINLAND BY A
 RJ1184'SAND BAR WHICH AT TIMES IS COMPLETELY ABOVE WATER
 RJ1184'SURFACE.  A ROWBOAT CAN BE EASILY
 RJ1184'LAUNCHED AT A FISH DOCK ON THE
 RJ1184'EAST SIDE OF THE SMALL BAY.
 RJ1184'
 RJ1184'STATION IS 73.7 FEET N 10 DEG 20 MIN W OF A ROUGH CROSS ON TOP OF A
 RJ1184'PYRAMIDAL BOULDER 5 FEET
 RJ1184'HIGH NEAR THE WATERS EDGE AND 181 FEET N 70 DEG E OF
 RJ1184'THE NORTHEAST FACE OF A 9 BY 10
 RJ1184'BY 5 FOOT LIMESTONE BOULDER AT THE WATERS
 RJ1184'EDGE.  STATION MARKED BY A SPIKE IN A CONCRETE
 RJ1184'PLUG FLUSH WITH
 RJ1184'THE GROUND SURFACE.
 RJ1184'
 RJ1184'REFERENCE NO. 1 CONSISTING OF A BRONZE DISK SET IN THE SAME CONCRETE
 RJ1184'PLUG IS 0.22 FEET
 RJ1184'OF THE STATION.
 RJ1184'
 RJ1184'REFERENCE NO. 2 CONSISTING OF A BRASS ESCUTCHEON PIN SET IN A LEAD
 RJ1184'PLUG IN A 5/8 INCH
 RJ1184'DRILL HOLE IN A 10 BY 6 BY 4 FOOT LIMESTONE BOULDER
 RJ1184'NEAR THE WATERS EDGE IS 105.22 FEET S
 RJ1184'30 DEG 28 MIN E OF THE STATION.
 RJ1184'
 RJ1184'REFERENCE NO. 3 CONSISTING OF A BRASS ESCUTCHEON PIN SET IN A LEAD
 RJ1184'PLUG IN A 5/8 INCH
 RJ1184'DRILL HOLE IN A 3 BY 2 BY 2 TRAPEZOIDAL BOULDER 1 FOOT ABOVE
 RJ1184'THE GROUND, 30.28 FEET S 65 DEG
 RJ1184'23 MIN W OF THE STATION.
 RJ1184'
 RJ1184'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES WEST OF
 RJ1184'EPOUFETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1183 ***********************************************************************
 RJ1183  DESIGNATION -  LITTLE HOG RM 1
 RJ1183  PID         -  RJ1183
 RJ1183  STATE/COUNTY-  MI/MACKINAC
 RJ1183  USGS QUAD   -  HOG ISLAND POINT (1973)
 RJ1183
 RJ1183                         *CURRENT SURVEY CONTROL
 RJ1183  ___________________________________________________________________
 RJ1183* NAD 83(1994)-  46 04 11.54103(N)    085 17 30.07192(W)     ADJUSTED  
 RJ1183* NAVD 88     -       178.     (meters)     584.     (feet)  VERTCON   
 RJ1183  ___________________________________________________________________
 RJ1183  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 RJ1183  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 RJ1183
 RJ1183  HORZ ORDER  -  SECOND
 RJ1183
 RJ1183.The horizontal coordinates were established by classical geodetic methods
 RJ1183.and adjusted by the National Geodetic Survey in February 1997..
 RJ1183
 RJ1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1183
 RJ1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1183
 RJ1183.The geoid height was determined by GEOID03.
 RJ1183
 RJ1183;                    North         East     Units Scale Factor Converg.
 RJ1183;SPC MI N     -   144,415.014 8,132,142.777   MT  0.99990987   +1 14 05.1
 RJ1183;SPC MI N     -   473,802.54 26,680,258.45   iFT  0.99990987   +1 14 05.1
 RJ1183;UTM  16      - 5,103,229.466   632,111.349   MT  0.99981456   +1 13 49.7
 RJ1183
 RJ1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1183!SPC MI N     -   0.99997757  x   0.99990987  =   0.99988745
 RJ1183!UTM  16      -   0.99997757  x   0.99981456  =   0.99979214
 RJ1183
 RJ1183|---------------------------------------------------------------------|
 RJ1183| PID    Reference Object                     Distance      Geod. Az  |
 RJ1183|                                                           dddmmss.s |
 RJ1183| RJ1184 LITTLE HOG                           19.726 METERS 02109     |
 RJ1183| CH1344 LITTLE HOG RP DRILL HOLE             25.068 METERS 11148     |
 RJ1183| RJ1185 BIDDLE                              APPROX. 6.7 KM 2751223.6 |
 RJ1183|---------------------------------------------------------------------|
 RJ1183
 RJ1183                          SUPERSEDED SURVEY CONTROL
 RJ1183
 RJ1183  NAD 83(1986)-  46 04 11.53544(N)    085 17 30.06954(W) AD(       ) 2
 RJ1183  NAD 27      -  46 04 11.52643(N)    085 17 29.77628(W) AD(       ) 2
 RJ1183  NGVD 29 (07/19/86)  178.     (m)          584.     (f) VERT ANG       
 RJ1183
 RJ1183.Superseded values are not recommended for survey control.
 RJ1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1183.See file dsdata.txt to determine how the superseded data were derived.
 RJ1183
 RJ1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS3211103229(NAD 83)
 RJ1183_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1183_SETTING: 80 = SET IN A BOULDER
 RJ1183_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 RJ1183
 RJ1183  HISTORY     - Date     Condition        Report By
 RJ1183  HISTORY     - 1965     MONUMENTED       USLS
 RJ1183  HISTORY     - 1975     GOOD             MIDH
 RJ1183
 RJ1183                          STATION DESCRIPTION
 RJ1183
 RJ1183'DESCRIBED BY US LAKE SURVEY 1965 (LMC)
 RJ1183'THE STATION IS ABOUT 8 MILES EAST-SOUTHEAST OF NAUBINWAY, 7 MILES
 RJ1183'SOUTH-SOUTHWEST OF
 RJ1183'REXTON, 6-1/2 MILES WEST-NORTHWEST OF EPOUFETTE, ON
 RJ1183'THE SOUTH SHORE OF LITTLE HOG ISLAND.
 RJ1183'
 RJ1183'TO REACH THE STATION FROM THE POST OFFICE AT THE BLINKER LIGHT
 RJ1183'IN NAUBINWAY, GO
 RJ1183'EAST ON U.S. HIGHWAY 2 FOR 7.5 MILES TO A SANDY
 RJ1183'TRACK ROAD ON THE RIGHT, (THIS IS
 RJ1183'0.05 MILE BEFORE REACHING THE BRIDGE
 RJ1183'OVER HOG ISLAND CREEK).  PACK SOUTHWESTERLY ACROSS
 RJ1183'THE SAND DUNES TO
 RJ1183'THE HIGH POINT OF THE LOW SAND RIDGE RUNNING SOUTH TOWARD HOG ISLAND,
 RJ1183'THENCE SOUTH
 RJ1183'ACROSS LOW SANDY GROUND TO THE ISLAND, (HIP BOOTS WILL
 RJ1183'BE NEEDED TO REACH THE ISLAND
 RJ1183'IF THE WATER IS HIGH).  CONTINUE SOUTH TO
 RJ1183'THE SOUTH SHORE AND THE STATION.  A FOUR WHEEL
 RJ1183'DRIVE TRUCK WAS TAKEN
 RJ1183'TO THE STATION BY FOLLOWING THE SAME ROUTE AS DESCRIBED ABOVE.
 RJ1183'
 RJ1183'THE STATION MARK IS A STANDARD REFERENCE MARK DISK, STAMPED LITTLE
 RJ1183'HOG USLS NO 1
 RJ1183'1965, CEMENTED IN A DRILL HOLE IN A 2 BY 2 FOOT BOULDER
 RJ1183'THAT PROJECTS 10 INCHES.  IT IS
 RJ1183'39 FEET SOUTH OF THE TREE LINE, 23
 RJ1183'FEET NORTH OF THE EDGE OF THE LAKE AND 15.8 FEET
 RJ1183'NORTHWEST OF A TRIANGULAR
 RJ1183'SHAPED BOULDER.
 RJ1183'
 RJ1183'LITTLE HOG (USLS) 1918 IS THE POINT OF A NAIL SET IN AN IRREGULAR
 RJ1183'MASS OF CONCRETE
 RJ1183'THAT IS FLUSH WITH THE GROUND.  THERE IS A USLS
 RJ1183'REFERENCE MARK DISK, STAMPED LITTLE
 RJ1183'HOG 1918, CEMENTED IN A DRILL HOLE
 RJ1183'IN THE CONCRETE 2-1/2 INCHES EAST OF THE NAIL.  THE
 RJ1183'ARROW ON THE DISK
 RJ1183'POINTS TOWARD THE NAIL.  IT IS 89 FEET NORTH OF THE EDGE OF THE LAKE,
 RJ1183'27 FEET NORTH OF
 RJ1183'THE TREE LINE AND 11.8 FEET NORTHWEST OF A WITNESS
 RJ1183'POST.
 RJ1183'
 RJ1183'THE USLS REFERENCE POINT IS A NAIL LEADED IN A DRILL HOLE IN A
 RJ1183'6 BY 6 FOOT
 RJ1183'BOULDER THAT PROJECTS 5 FEET.  IT IS 40 FEET SOUTH OF THE
 RJ1183'TREE LINE AND 18 FEET NORTH OF
 RJ1183'THE EDGE OF THE LAKE.
 RJ1183
 RJ1183                          STATION RECOVERY (1975)
 RJ1183
 RJ1183'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (CNK)
 RJ1183'LITTLE HOG USLS NO. 1 1965 RECOVERED GOOD.
 RJ1183'
 RJ1183'STATION MARKS RECOVERED AS DESCRIBED.  STATION WAS 1 FOOT BELOW
 RJ1183'SURFACE OF WATER.  HAD TO USE A BOAT TO GET TO HOG ISLAND.
 RJ1183'
 RJ1183'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES ESE OF NAUBINWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0642 ***********************************************************************
 QL0642  DESIGNATION -  LITTLE LAKE USLS 1903
 QL0642  PID         -  QL0642
 QL0642  STATE/COUNTY-  MI/DELTA
 QL0642  USGS QUAD   -  RAPID RIVER (1985)
 QL0642
 QL0642                         *CURRENT SURVEY CONTROL
 QL0642  ___________________________________________________________________
 QL0642* NAD 83(1994)-  45 53 03.07255(N)    086 56 50.28520(W)     ADJUSTED  
 QL0642* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 QL0642  ___________________________________________________________________
 QL0642  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 QL0642  GEOID HEIGHT-         -35.58  (meters)                     GEOID03
 QL0642
 QL0642  HORZ ORDER  -  SECOND
 QL0642
 QL0642.The horizontal coordinates were established by classical geodetic methods
 QL0642.and adjusted by the National Geodetic Survey in February 1997..
 QL0642
 QL0642.The orthometric height was scaled from a topographic map.
 QL0642
 QL0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0642
 QL0642.The geoid height was determined by GEOID03.
 QL0642
 QL0642;                    North         East     Units Scale Factor Converg.
 QL0642;SPC MI N     -   122,355.022 8,004,090.414   MT  0.99992720   +0 02 17.1
 QL0642;SPC MI N     -   401,427.24 26,260,139.15   iFT  0.99992720   +0 02 17.1
 QL0642;UTM  16      - 5,081,181.334   504,089.076   MT  0.99960021   +0 02 16.2
 QL0642
 QL0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0642!SPC MI N     -   0.99997705  x   0.99992720  =   0.99990425
 QL0642!UTM  16      -   0.99997705  x   0.99960021  =   0.99957727
 QL0642
 QL0642:                Primary Azimuth Mark                     Grid Az
 QL0642:SPC MI N     -  MAYWOOD USLS 1903                        212 24 14.7
 QL0642:UTM  16      -  MAYWOOD USLS 1903                        212 24 15.6
 QL0642
 QL0642|---------------------------------------------------------------------|
 QL0642| PID    Reference Object                     Distance      Geod. Az  |
 QL0642|                                                           dddmmss.s |
 QL0642| QL0638 MAYWOOD USLS 1903                   APPROX. 4.8 KM 2122631.8 |
 QL0642|---------------------------------------------------------------------|
 QL0642
 QL0642                          SUPERSEDED SURVEY CONTROL
 QL0642
 QL0642  NAD 83(1986)-  45 53 03.06926(N)    086 56 50.28346(W) AD(       ) 2
 QL0642  NAD 27      -  45 53 03.18600(N)    086 56 49.77800(W) AD(       ) 2
 QL0642
 QL0642.Superseded values are not recommended for survey control.
 QL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0642.See file dsdata.txt to determine how the superseded data were derived.
 QL0642
 QL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER0408981181(NAD 83)
 QL0642_MARKER: Z = SEE DESCRIPTION
 QL0642_SETTING: 0 = UNSPECIFIED SETTING
 QL0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0642
 QL0642  HISTORY     - Date     Condition        Report By
 QL0642  HISTORY     - 1903     MONUMENTED       USLS
 QL0642  HISTORY     - 1952     SEE DESCRIPTION  CGS
 QL0642
 QL0642                          STATION DESCRIPTION
 QL0642
 QL0642'DESCRIBED BY US LAKE SURVEY 1903
 QL0642'ON EAST SHORE OF LITTLE BAY DE NOC, ON TOP OF FIRST SAND TERRACE, 270
 QL0642'FEET NORTH OF LITTLE LAKE CREEK, 200
 QL0642'FEET EAST OF WATERS EDGE OF BAY, 30 FEET EAST OF EDGE OF SAND
 QL0642'TERRACE, 325 FEET FROM MOUTH OF
 QL0642'CREEK, 52.7 FEET S. 6 DEG 41 MIN E. OF BLAZED 10-INCH
 QL0642'NORWAY PINE, AND 63.7 FEET S. 68 DEG 41 MIN W. OF
 QL0642'BLAZED 6-INCH NORWAY PINE.  MARKED
 QL0642'BY COPPER BOLT IN CONCRETE BLOCK 6 BY 6 BY 18 INCHES, TOP FLUSH WITH
 QL0642'SURFACE OF GROUND, AND
 QL0642'MARKED U.S. 1903.
 QL0642
 QL0642                          STATION RECOVERY (1952)
 QL0642
 QL0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (CFO)
 QL0642'NOT A VERY THOROUGH SEACH WAS MADE FOR THE MARK, HOWEVER SOME CABINS
 QL0642'HAVE BEEN BUILT AT THIS
 QL0642'POINT AND THE MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1030 ***********************************************************************
 RJ1030  DESIGNATION -  LITTLE RAPIDS CUT LT 96
 RJ1030  PID         -  RJ1030
 RJ1030  STATE/COUNTY-  MI/CHIPPEWA
 RJ1030  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1030
 RJ1030                         *CURRENT SURVEY CONTROL
 RJ1030  ___________________________________________________________________
 RJ1030* NAD 83(1994)-  46 28 30.93567(N)    084 17 26.06717(W)     ADJUSTED  
 RJ1030* NAVD 88     -       185.     (meters)     607.     (feet)  VERTCON   
 RJ1030  ___________________________________________________________________
 RJ1030  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 RJ1030  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1030
 RJ1030  HORZ ORDER  -  THIRD
 RJ1030
 RJ1030.The horizontal coordinates were established by classical geodetic methods
 RJ1030.and adjusted by the National Geodetic Survey in February 1997..
 RJ1030.No horizontal observational check was made to the station.
 RJ1030
 RJ1030.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1030
 RJ1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1030
 RJ1030.The geoid height was determined by GEOID03.
 RJ1030
 RJ1030;                    North         East     Units Scale Factor Converg.
 RJ1030;SPC MI N     -   191,603.625 8,208,017.280   MT  0.99990832   +1 57 30.0
 RJ1030;SPC MI N     -   628,620.82 26,929,190.55   iFT  0.99990832   +1 57 30.0
 RJ1030;UTM  16      - 5,150,421.383   707,989.734   MT  1.00013178   +1 57 54.9
 RJ1030
 RJ1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1030!SPC MI N     -   0.99997675  x   0.99990832  =   0.99988508
 RJ1030!UTM  16      -   0.99997675  x   1.00013178  =   1.00010853
 RJ1030
 RJ1030                          SUPERSEDED SURVEY CONTROL
 RJ1030
 RJ1030  NAD 83(1986)-  46 28 30.91975(N)    084 17 26.08178(W) AD(       ) 4
 RJ1030  NAD 27      -  46 28 30.84450(N)    084 17 25.94961(W) AD(       ) 3
 RJ1030  NGVD 29 (07/19/86)  185.     (m)          607.     (f) VERT ANG       
 RJ1030
 RJ1030.Superseded values are not recommended for survey control.
 RJ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1030.See file dsdata.txt to determine how the superseded data were derived.
 RJ1030
 RJ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0799050421(NAD 83)
 RJ1030_MARKER: 14 = NAVIGATION LIGHT
 RJ1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1030+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 RJ1030
 RJ1030  HISTORY     - Date     Condition        Report By
 RJ1030  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1030  HISTORY     - 20041111 GOOD             INDIV
 RJ1030
 RJ1030                          STATION DESCRIPTION
 RJ1030
 RJ1030'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1030'THE STATION,LITTLE RAPIDS CUT LT 96, IS THE CENTER OF THE
 RJ1030'FLASHING RED LIGHT ATOP A SINGLE METAL POST.
 RJ1030'
 RJ1030'THE STATION IS LOCATED ON THE SOUTHERN END OF ISLAND NUMBER 1
 RJ1030'WHICH IS CONNECTED TO SUGAR ISLAND BY A CAUSEWAY.
 RJ1030'
 RJ1030'TO REACH THE STATION FROM THE FERRY DOCK TO SUGAR ISLAND IN
 RJ1030'SAULT STE MARIE, MICHIGAN GO BY BOAT SOUTHEAST FOR APPROXIMATELY
 RJ1030'1.6 KILOMETERS(1.0 MILE) TO THE SOUTHERN END OF ISLAND NUMBER 1
 RJ1030'AND THE AREA OF THE STATION.
 RJ1030
 RJ1030                          STATION RECOVERY (2004)
 RJ1030
 RJ1030'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1031 ***********************************************************************
 RJ1031  DESIGNATION -  LITTLE RAPIDS CUT LT 95
 RJ1031  PID         -  RJ1031
 RJ1031  STATE/COUNTY-  MI/CHIPPEWA
 RJ1031  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1031
 RJ1031                         *CURRENT SURVEY CONTROL
 RJ1031  ___________________________________________________________________
 RJ1031* NAD 83(1994)-  46 28 23.41079(N)    084 17 32.47461(W)     ADJUSTED  
 RJ1031* NAVD 88     -       183.     (meters)     600.     (feet)  VERTCON   
 RJ1031  ___________________________________________________________________
 RJ1031  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 RJ1031  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1031
 RJ1031  HORZ ORDER  -  THIRD
 RJ1031
 RJ1031.The horizontal coordinates were established by classical geodetic methods
 RJ1031.and adjusted by the National Geodetic Survey in February 1997..
 RJ1031.No horizontal observational check was made to the station.
 RJ1031
 RJ1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1031
 RJ1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1031
 RJ1031.The geoid height was determined by GEOID03.
 RJ1031
 RJ1031;                    North         East     Units Scale Factor Converg.
 RJ1031;SPC MI N     -   191,366.760 8,207,888.619   MT  0.99990820   +1 57 25.4
 RJ1031;SPC MI N     -   627,843.70 26,928,768.44   iFT  0.99990820   +1 57 25.4
 RJ1031;UTM  16      - 5,150,184.450   707,861.073   MT  1.00013112   +1 57 50.0
 RJ1031
 RJ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1031!SPC MI N     -   0.99997707  x   0.99990820  =   0.99988527
 RJ1031!UTM  16      -   0.99997707  x   1.00013112  =   1.00010819
 RJ1031
 RJ1031                          SUPERSEDED SURVEY CONTROL
 RJ1031
 RJ1031  NAD 83(1986)-  46 28 23.39481(N)    084 17 32.48905(W) AD(       ) 4
 RJ1031  NAD 27      -  46 28 23.31975(N)    084 17 32.35716(W) AD(       ) 3
 RJ1031  NGVD 29 (07/19/86)  183.     (m)          600.     (f) VERT ANG       
 RJ1031
 RJ1031.Superseded values are not recommended for survey control.
 RJ1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1031.See file dsdata.txt to determine how the superseded data were derived.
 RJ1031
 RJ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0786150184(NAD 83)
 RJ1031_MARKER: 14 = NAVIGATION LIGHT
 RJ1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1031
 RJ1031  HISTORY     - Date     Condition        Report By
 RJ1031  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1031
 RJ1031                          STATION DESCRIPTION
 RJ1031
 RJ1031'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1031'THE STATION,LITTLE RAPIDS CUT LT 95, IS THE CENTER OF THE
 RJ1031'FLASHING GREEN LIGHT ATOP A SINGLE METAL POST.
 RJ1031'
 RJ1031'THE STATION IS LOCATED ON THE NORTHEAST END OF ISLAND NUMBER 1
 RJ1031'BETWEEN THE ST MARYS RIVER AND LITTLE RAPIDS CUT.  THE STRUCTURE
 RJ1031'IS IN THE ST MARYS RIVER.
 RJ1031'
 RJ1031'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY DOCK IN
 RJ1031'SAULT STE MARIE, MICHIGAN GO BY BOAT SOUTHEAST FOR APPROXIMATELY
 RJ1031'1.6 KILOMETERS(1.0 MILES) TO THE NORTHEAST END OF ISLAND NUMBER
 RJ1031'1 (SO CALLED) AND THE AREA OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1033 ***********************************************************************
 RJ1033  DESIGNATION -  LITTLE RAPIDS CUT LT 98
 RJ1033  PID         -  RJ1033
 RJ1033  STATE/COUNTY-  MI/CHIPPEWA
 RJ1033  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1033
 RJ1033                         *CURRENT SURVEY CONTROL
 RJ1033  ___________________________________________________________________
 RJ1033* NAD 83(1994)-  46 29 07.56397(N)    084 17 53.20821(W)     ADJUSTED  
 RJ1033* NAVD 88     -       184.     (meters)     604.     (feet)  VERTCON   
 RJ1033  ___________________________________________________________________
 RJ1033  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 RJ1033  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1033
 RJ1033  HORZ ORDER  -  THIRD
 RJ1033
 RJ1033.The horizontal coordinates were established by classical geodetic methods
 RJ1033.and adjusted by the National Geodetic Survey in February 1997..
 RJ1033
 RJ1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1033
 RJ1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1033
 RJ1033.The geoid height was determined by GEOID03.
 RJ1033
 RJ1033;                    North         East     Units Scale Factor Converg.
 RJ1033;SPC MI N     -   192,714.116 8,207,400.142   MT  0.99990892   +1 57 10.4
 RJ1033;SPC MI N     -   632,264.16 26,927,165.82   iFT  0.99990892   +1 57 10.4
 RJ1033;UTM  16      - 5,151,532.044   707,372.323   MT  1.00012862   +1 57 36.4
 RJ1033
 RJ1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1033!SPC MI N     -   0.99997691  x   0.99990892  =   0.99988583
 RJ1033!UTM  16      -   0.99997691  x   1.00012862  =   1.00010553
 RJ1033
 RJ1033                          SUPERSEDED SURVEY CONTROL
 RJ1033
 RJ1033  NAD 83(1986)-  46 29 07.54805(N)    084 17 53.22486(W) AD(       ) 4
 RJ1033  NAD 27      -  46 29 07.47320(N)    084 17 53.08581(W) AD(       ) 3
 RJ1033  NGVD 29 (07/19/86)  184.     (m)          604.     (f) VERT ANG       
 RJ1033
 RJ1033.Superseded values are not recommended for survey control.
 RJ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1033.See file dsdata.txt to determine how the superseded data were derived.
 RJ1033
 RJ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0737251532(NAD 83)
 RJ1033_MARKER: 14 = NAVIGATION LIGHT
 RJ1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ1033+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 RJ1033
 RJ1033  HISTORY     - Date     Condition        Report By
 RJ1033  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1033  HISTORY     - 20041111 GOOD             INDIV
 RJ1033
 RJ1033                          STATION DESCRIPTION
 RJ1033
 RJ1033'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1033'THE STATION,LITTLE RAPIDS CUT LT 98, IS THE CENTER OF THE FIXED
 RJ1033'RED LIGHT ATOP THE SINGLE METAL POST.  THE POST IS 18 FEET ABOVE
 RJ1033'THE WATER SRFACE.
 RJ1033'
 RJ1033'THE STATION IS LOCATED ON A SMALL ISLAND NORTHWEST OF THE SUGAR
 RJ1033'ISLAND FERRY DOCK ON SUGAR ISLAND.
 RJ1033'
 RJ1033'TO REACH THE STATION FROM THE SUGAR ISLAND FERRY DOCK ON SUGAR
 RJ1033'ISLAND GO NORTHWEST, BY BOAT, TO THE SMALL ISLAND AND THE
 RJ1033'AREA OF THE STATION.
 RJ1033
 RJ1033                          STATION RECOVERY (2004)
 RJ1033
 RJ1033'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1035 ***********************************************************************
 RJ1035  DESIGNATION -  LITTLE RAPIDS CUT LT 99
 RJ1035  PID         -  RJ1035
 RJ1035  STATE/COUNTY-  MI/CHIPPEWA
 RJ1035  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1035
 RJ1035                         *CURRENT SURVEY CONTROL
 RJ1035  ___________________________________________________________________
 RJ1035* NAD 83(1994)-  46 29 12.19694(N)    084 18 08.39027(W)     ADJUSTED  
 RJ1035* NAVD 88     -       186.     (meters)     610.     (feet)  VERTCON   
 RJ1035  ___________________________________________________________________
 RJ1035  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 RJ1035  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1035
 RJ1035  HORZ ORDER  -  THIRD
 RJ1035
 RJ1035.The horizontal coordinates were established by classical geodetic methods
 RJ1035.and adjusted by the National Geodetic Survey in February 1997..
 RJ1035
 RJ1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1035
 RJ1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1035
 RJ1035.The geoid height was determined by GEOID03.
 RJ1035
 RJ1035;                    North         East     Units Scale Factor Converg.
 RJ1035;SPC MI N     -   192,846.052 8,207,071.679   MT  0.99990900   +1 56 59.5
 RJ1035;SPC MI N     -   632,697.02 26,926,088.19   iFT  0.99990900   +1 56 59.5
 RJ1035;UTM  16      - 5,151,663.967   707,043.772   MT  1.00012695   +1 57 25.5
 RJ1035
 RJ1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1035!SPC MI N     -   0.99997659  x   0.99990900  =   0.99988560
 RJ1035!UTM  16      -   0.99997659  x   1.00012695  =   1.00010354
 RJ1035
 RJ1035                          SUPERSEDED SURVEY CONTROL
 RJ1035
 RJ1035  NAD 83(1986)-  46 29 12.18057(N)    084 18 08.40553(W) AD(       ) 4
 RJ1035  NAD 27      -  46 29 12.10645(N)    084 18 08.26953(W) AD(       ) 3
 RJ1035  NGVD 29 (07/19/86)  186.     (m)          610.     (f) VERT ANG       
 RJ1035
 RJ1035.Superseded values are not recommended for survey control.
 RJ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1035.See file dsdata.txt to determine how the superseded data were derived.
 RJ1035
 RJ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0704451664(NAD 83)
 RJ1035_MARKER: 14 = NAVIGATION LIGHT
 RJ1035_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1035
 RJ1035  HISTORY     - Date     Condition        Report By
 RJ1035  HISTORY     - 1981     FIRST OBSERVED   NOS
 RJ1035
 RJ1035                          STATION DESCRIPTION
 RJ1035
 RJ1035'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RJ1035'THE STATION,LITTLE RAPIDS CUT LT 99, IS THE CENTER OF THE FIXED
 RJ1035'GREEN LIGHT LOCATED ON THE SIDE OF A 10 METER HIGH STRUCTURE.
 RJ1035'
 RJ1035'THE STATION IS LOCATED ON THE US COAST GUARD NAVIGATIONAL AIDS
 RJ1035'STATION IN SAULT STE MARIE, MICHIGAN.
 RJ1035'
 RJ1035'TO REACH THE STATION FROM THE JUNCTION OF ASHMUN STREET AND
 RJ1035'PORTAGE AVENUE IN SAULT STE MARIE, MICHIGAN GO SOUTHEAST ON
 RJ1035'PORTAGE AVENUE FOR 5.5 KILOMETERS(3.4 MILES) TO THE ENTRANCE
 RJ1035'TO THE US COAST GUARD AIDS TO NAVIGATION STATION.  THE COAST
 RJ1035'GUARD STATION IS LOCATED IN THE PARKING AREA OF THE SUGAR
 RJ1035'ISLAND FERRY DOCK.  DRIVE INTO THE FENCED IN AREA OF THE
 RJ1035'COAST GUARD AND THE STATION NEAR THE NORTHERN CORNER OF
 RJ1035'THE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0566 ***********************************************************************
 OK0566  DESIGNATION -  LITTLE RESET
 OK0566  PID         -  OK0566
 OK0566  STATE/COUNTY-  MI/ISABELLA
 OK0566  USGS QUAD   -  ROSEBUSH (1973)
 OK0566
 OK0566                         *CURRENT SURVEY CONTROL
 OK0566  ___________________________________________________________________
 OK0566* NAD 83(1994)-  43 44 11.02967(N)    084 48 27.97266(W)     ADJUSTED  
 OK0566* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 OK0566  ___________________________________________________________________
 OK0566  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 OK0566  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OK0566
 OK0566  HORZ ORDER  -  FIRST
 OK0566
 OK0566.The horizontal coordinates were established by classical geodetic methods
 OK0566.and adjusted by the National Geodetic Survey in February 1997..
 OK0566
 OK0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 OK0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OK0566
 OK0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0566
 OK0566.The geoid height was determined by GEOID03.
 OK0566
 OK0566;                    North         East     Units Scale Factor Converg.
 OK0566;SPC MI S     -   248,519.160 3,964,464.048   MT  1.00001740   -0 18 00.7
 OK0566;SPC MI S     -   815,351.57 13,006,771.81   iFT  1.00001740   -0 18 00.7
 OK0566;SPC MI C     -    46,740.082 5,964,459.977   MT  1.00013231   -0 18 41.8
 OK0566;SPC MI C     -   153,346.73 19,568,438.24   iFT  1.00013231   -0 18 41.8
 OK0566;UTM  16      - 4,844,931.198   676,538.338   MT  0.99998335   +1 30 57.5
 OK0566
 OK0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0566!SPC MI S     -   0.99996167  x   1.00001740  =   0.99997907
 OK0566!SPC MI C     -   0.99996167  x   1.00013231  =   1.00009397
 OK0566!UTM  16      -   0.99996167  x   0.99998335  =   0.99994502
 OK0566
 OK0566:                Primary Azimuth Mark                     Grid Az
 OK0566:SPC MI S     -  LITTLE AZ MK                             002 13 30.1
 OK0566:SPC MI C     -  LITTLE AZ MK                             002 14 11.2
 OK0566:UTM  16      -  LITTLE AZ MK                             000 24 31.9
 OK0566
 OK0566|---------------------------------------------------------------------|
 OK0566| PID    Reference Object                     Distance      Geod. Az  |
 OK0566|                                                           dddmmss.s |
 OK0566| OK0568 LITTLE AZ MK                        409.019 METERS 0015529.4 |
 OK0566| OK0567 LITTLE 1932 AZ MK 2 1976            492.323 METERS 0033352.7 |
 OK0566| OK0569 LITTLE 1932 RM 3 1976                15.054 METERS 02146     |
 OK0566| OK0571 LITTLE RM 1                          20.483 METERS 07630     |
 OK0566| OK0570 LITTLE 1932 RM 2                     21.508 METERS 16846     |
 OK0566| OK0576 MT PLEASANT INDIAN SCHOOL STK       APPROX.13.7 KM 1741218.9 |
 OK0566|---------------------------------------------------------------------|
 OK0566
 OK0566                          SUPERSEDED SURVEY CONTROL
 OK0566
 OK0566  NAD 83(1986)-  43 44 11.02556(N)    084 48 27.98398(W) AD(       ) 1
 OK0566  NAD 27      -  43 44 10.92138(N)    084 48 27.92715(W) AD(       ) 1
 OK0566  NGVD 29 (07/19/86)  278.0    (m)          912.     (f) VERT ANG       
 OK0566
 OK0566.Superseded values are not recommended for survey control.
 OK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0566.See file dsdata.txt to determine how the superseded data were derived.
 OK0566
 OK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7653844931(NAD 83)
 OK0566_MARKER: DH = HORIZONTAL CONTROL DISK
 OK0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0566_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OK0566_STAMPING: LITTLE 1932 1976
 OK0566_MARK LOGO: NGS   
 OK0566_PROJECTION: RECESSED 60 CENTIMETERS
 OK0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0566+STABILITY: SURFACE MOTION
 OK0566
 OK0566  HISTORY     - Date     Condition        Report By
 OK0566  HISTORY     - 1976     MONUMENTED       NGS
 OK0566  HISTORY     - 1980     MARK NOT FOUND   NGS
 OK0566  HISTORY     - 19920911 MARK NOT FOUND   USPSQD
 OK0566  HISTORY     - 20010605 MARK NOT FOUND   USPSQD
 OK0566
 OK0566                          STATION DESCRIPTION
 OK0566
 OK0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 OK0566'STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 OK0566'RECOVERED.  THE STATION IS IN CULTIVATED FIELD.  THE PROPERTY
 OK0566'OWNER ASKED THAT THE MARK BE LOWERED AND A REFERENCE MARK 3 WAS
 OK0566'ESTABLISHED AND OCCUPIED AT THIS TIME.  REFERENCE MARK 2 WAS
 OK0566'FOUND TILTED AND IS NOW DESTROYED.  THE AZIMUTH MARK WAS FOUND
 OK0566'TILTED AND EXPOSED ABOUT 18 INCHES ABOVE THE GROUND SURFACE.
 OK0566'DUE TO PROPERTY OWNERS WISH THE MARK WAS DESTROYED AND A NEW
 OK0566'AZIMUTH MARK WAS ESTABLISHED.  DUE TO CHANGES A COMPLETE NEW
 OK0566'DESCRIPTION FOLLOWS.
 OK0566'THE AZIMUTH MARK 2 IS DESCRIBED IN THE LITTLE RM 3
 OK0566'DESCRIPTION.
 OK0566'
 OK0566'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF MOUNT PLEASANT, 6
 OK0566'MILES SOUTH OF CLARE AND 4 MILES NORTHEAST OF ROSEBUSH.  IT IS
 OK0566'IN THE NORTHEAST 1/4 SECTION OF 32, T16N, R4W, ON LAND
 OK0566'OWNED BY MR. JOHN J. MC NEIL, 6671 NORTH LINCOLN, ROSEBUSH,
 OK0566'MICHIGAN.  PHONE NUMBER 517-433-2125.
 OK0566'
 OK0566'TO REACH FROM THE CAUTION LIGHT IN THE VILLAGE OF ROSEBUSH, GO
 OK0566'NORTH ON OLD U.S. HIGHWAY 27 FOR 2.0 MILES TO A CROSSROAD AT
 OK0566'ST HENRYS CATHOLIC CHURCH.  TURN LEFT AND GO WESTERLY FOR 2.0
 OK0566'MILES TO CROSSROAD.  TURN RIGHT AND GO NORTH ON GRAVELED ROAD
 OK0566'FOR 0.6 MILES TO TOP OF HILL AND STATION AS DESCRIBED.
 OK0566'CONTINUE NORTH ON GRAVELED ROAD FOR 0.25 MILE TO AZIMUTH
 OK0566'MARK ON THE RIGHT, EAST SIDE OF ROAD.
 OK0566'
 OK0566'THE STATION MARKS, STAMPED---LITTLE 1932 1976---, ARE
 OK0566'STANDARD DISKS, THE SURFACE DISK IS SET IN AN IRREGULAR MASS
 OK0566'OF CONCRETE 24 INCHES BELOW THE GROUND SURFACE.  IT IS 42 FEET
 OK0566'WEST OF APPROXIMATE CENTER OF ROAD, 42 FEET NORTHEAST OF POWER
 OK0566'LINE POLE, 16 FEET WEST-SOUTHWEST OF METAL WITNESS POST WITH
 OK0566'SIGN ATTACHED.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 OK0566'IRREGULAR MASS OF CONCRETE 55 INCHES BELOW THE GROUND SURFACE
 OK0566'
 OK0566'REFERENCE MARK 1, STAMPED---LITTLE NO 1 1932---, IS A
 OK0566'STANDARD DISK.  IT IS SET IN THE TOP OF A 12-INCH SQUARE
 OK0566'CONCRETE MONUMENT THAT PROJECTS
 OK0566'4 INCHES ABOVE GROUND SURFACE.  IT IS 24 FEET
 OK0566'EAST OF THE APPROXIMATE CENTER OF ROAD AND 1.5 FEET WEST OF
 OK0566'METAL WITNESS POST WITH SIGN ATTACHED.
 OK0566'
 OK0566'REFERENCE MARKS 3, STAMPED---LITTLE NO 3 1932 1976---, ARE
 OK0566'STANDARD DISKS.  THE SURFACE
 OK0566'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0566'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS
 OK0566'39.9 FEET NORTH OF METAL WITNESS POST WITH SIGN ATTACHED, 25
 OK0566'FEET WEST OF THE APPROXIMATE CENTER OF ROAD, AND 1.4 FEET EAST
 OK0566'OF METAL WITNESS POST WITH SIGN ATTACHED.  THE UNDERGROUND
 OK0566'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 43
 OK0566'INCHES BELOW THE GROUND SURFACE.
 OK0566'
 OK0566'THE AZIMUTH MARK, STAMPED---LITTLE 1932 1976---, A STANDARD
 OK0566'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 OK0566'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 22
 OK0566'FEET EAST OF THE APPROXIMATE CENTER OF ROAD AND 2.9 FEET WEST
 OK0566'OF METAL WITNESS POST WITH SIGN ATTACHED.
 OK0566'
 OK0566'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OK0566'DESCRIBED BY H.C. HOWES
 OK0566
 OK0566                          STATION RECOVERY (1980)
 OK0566
 OK0566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 OK0566'THIS STATION MARK WAS NOT RECOVERED AT THIS TIME DUE TO CROPS IN
 OK0566'FIELD AND TOO MUCH DAMAGE TO CROPS TO LOCATE THE MARK AS IT IS
 OK0566'UNDERGROUND.  STATION LITTLE 2 WAS ESTABLISHED AT THIS TIME USING
 OK0566'STATION LITTLE RM 3 1976.  FOR INFORMATION SEE DESCRIPTION LITTLE 2.
 OK0566
 OK0566                          STATION RECOVERY (1992)
 OK0566
 OK0566'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0566'MARK NOT FOUND.
 OK0566
 OK0566                          STATION RECOVERY (2001)
 OK0566
 OK0566'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0571 ***********************************************************************
 OK0571  DESIGNATION -  LITTLE RM 1
 OK0571  PID         -  OK0571
 OK0571  STATE/COUNTY-  MI/ISABELLA
 OK0571  USGS QUAD   -  ROSEBUSH (1973)
 OK0571
 OK0571                         *CURRENT SURVEY CONTROL
 OK0571  ___________________________________________________________________
 OK0571* NAD 83(1994)-  43 44 11.18456(N)    084 48 27.08260(W)     ADJUSTED  
 OK0571* NAVD 88     -       279.5    (meters)     917.     (feet)  GPS OBS   
 OK0571  ___________________________________________________________________
 OK0571  X           -     417,751.694 (meters)                     COMP
 OK0571  Y           -  -4,597,005.495 (meters)                     COMP
 OK0571  Z           -   4,387,149.810 (meters)                     COMP
 OK0571  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 OK0571  ELLIP HEIGHT-         246.03  (meters)          (07/12/02) GPS OBS
 OK0571  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 OK0571
 OK0571  HORZ ORDER  -  FIRST
 OK0571  ELLP ORDER  -  FOURTH    CLASS II
 OK0571
 OK0571.The horizontal coordinates were established by GPS observations
 OK0571.and adjusted by the National Geodetic Survey in September 1995..
 OK0571
 OK0571.The orthometric height was determined by GPS observations and a
 OK0571.high-resolution geoid model.
 OK0571
 OK0571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OK0571
 OK0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0571
 OK0571.The ellipsoidal height was determined by GPS observations
 OK0571.and is referenced to NAD 83.
 OK0571
 OK0571.The geoid height was determined by GEOID03.
 OK0571
 OK0571;                    North         East     Units Scale Factor Converg.
 OK0571;SPC MI S     -   248,523.836 3,964,483.991   MT  1.00001741   -0 18 00.1
 OK0571;SPC MI S     -   815,366.92 13,006,837.24   iFT  1.00001741   -0 18 00.1
 OK0571;SPC MI C     -    46,744.755 5,964,479.923   MT  1.00013230   -0 18 41.1
 OK0571;SPC MI C     -   153,362.06 19,568,503.68   iFT  1.00013230   -0 18 41.1
 OK0571;UTM  16      - 4,844,936.503   676,558.122   MT  0.99998343   +1 30 58.1
 OK0571
 OK0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0571!SPC MI S     -   0.99996142  x   1.00001741  =   0.99997883
 OK0571!SPC MI C     -   0.99996142  x   1.00013230  =   1.00009372
 OK0571!UTM  16      -   0.99996142  x   0.99998343  =   0.99994485
 OK0571
 OK0571|---------------------------------------------------------------------|
 OK0571| PID    Reference Object                     Distance      Geod. Az  |
 OK0571|                                                           dddmmss.s |
 OK0571| OK0570 LITTLE 1932 RM 2                     30.283 METERS 21118     |
 OK0571| OK0566 LITTLE RESET                         20.483 METERS 25630     |
 OK0571| OK0568 LITTLE AZ MK                        404.055 METERS 3590726.0 |
 OK0571|---------------------------------------------------------------------|
 OK0571
 OK0571                          SUPERSEDED SURVEY CONTROL
 OK0571
 OK0571  ELLIP H (09/20/95)  246.06   (m)                       GP(       ) 1 2
 OK0571  NAD 83(1986)-  43 44 11.18048(N)    084 48 27.09368(W) AD(       ) 1
 OK0571  NAD 27      -  43 44 11.07630(N)    084 48 27.03724(W) AD(       ) 1
 OK0571  NGVD 29 (07/19/86)  277.9    (m)          912.     (f) VERT ANG       
 OK0571
 OK0571.Superseded values are not recommended for survey control.
 OK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0571.See file dsdata.txt to determine how the superseded data were derived.
 OK0571
 OK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP7655844937(NAD 83)
 OK0571_MARKER: DR = REFERENCE MARK DISK
 OK0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0571_SP_SET: CONCRETE POST
 OK0571_STAMPING: LITTLE NO 1 1932
 OK0571_MARK LOGO: CGS   
 OK0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0571+STABILITY: SURFACE MOTION
 OK0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0571+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 OK0571
 OK0571  HISTORY     - Date     Condition        Report By
 OK0571  HISTORY     - 1974     MONUMENTED       NGS
 OK0571  HISTORY     - 1974     GOOD             NGS
 OK0571  HISTORY     - 19890301 GOOD             NGS
 OK0571  HISTORY     - 19940610 GOOD             NGS
 OK0571  HISTORY     - 20010605 GOOD             USPSQD
 OK0571
 OK0571                          STATION DESCRIPTION
 OK0571
 OK0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (SHF)
 OK0571'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF CLARE, 9 MILES NORTH OF
 OK0571'MOUNT PLEASANT, IN THE NE 1/4 SEC. 32, T 16N., R. 4 N ON PROPERTY
 OK0571'OWNED BY ROBERT GALE.  IT IS ABOUT 150 YARDS NORTHWEST OF HIS HOUSE
 OK0571'IN A BROKEN FENCE LINE, 25 FEET EAST OF THE CENTER LINE OF THE
 OK0571'ROAD.  THE STATION WAS USED AS THE ANTENNA SITE FOR DOPPLER STATION
 OK0571'51082.
 OK0571'
 OK0571'TO REACH THE STATION FROM MOUNT PLEASANT, GO NORTH 8.5 MILES ON U.S.
 OK0571'ROUTE 27 TO CROSSROADS AT ST. HENRYS CATHOLIC CHURCH 2 MILES NORTH
 OK0571'OF ROSEBUSH.  PROCEED WEST 2 MILES TO CROSSROADS WITH SMALL WHITE
 OK0571'HOUSE AND LARGE BARN IN SOUTHWEST CORNER.  PROCEED NORTH ON N.
 OK0571'LINCOLN 0.65 MILES TO STATION SITE AT SUMMIT OF FIRST LONG GRADE.
 OK0571'
 OK0571'THE STATION IS A STANDARD REFERENCE MARK DISK STAMPED LITTLE 1932
 OK0571'RM 1, SET IN THE TOP OF A 10 INCH SQUARE BLOCK OF CONCRETE WHICH
 OK0571'PROJECTS 5.5 INCHES ABOVE THE GROUND.  IT IS 25 FEET FROM THE
 OK0571'CENTER LINE OF THE ROAD AND LIES IN A BROKEN FENCE LINE.  THE FENCE
 OK0571'POSTS ARE NOT PERMANENT.
 OK0571'
 OK0571'LITTLE 1932 IS A STANDARD TRIANGULATION DISK STAMPED LITTLE 1932,
 OK0571'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT AND IS 18
 OK0571'INCHES BELOW THE GROUND SURFACE.  IT IS 42 FEET NORTHEAST OF A
 OK0571'POWER LINE POLE, 23.5 FEET SOUTHWEST OF THE MOST NORTHERLY MAPLE
 OK0571'TREE, AND 14 FEET WEST OF THE NEAREST MAPLE TREE.
 OK0571'
 OK0571'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED LITTLE
 OK0571'1932 NO 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT
 OK0571'THAT IS FLUSH WITH THE GROUND.  IT IS 60 FEET EAST-SOUTHEAST OF A
 OK0571'POWER LINE POLE.
 OK0571'
 OK0571'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED LITTLE
 OK0571'1932 AZIMUTH, SET IN A 10 INCH CYLINDRICAL CONCRETE MONUMENT, AND IS
 OK0571'9 INCHES ABOVE THE GROUND SURFACE.  IT IS 250 FEET EAST OF A LARGE
 OK0571'RED BARNTHAT HAS A TRAILER HOME ADJACENT, 22 FEET WEST OF THE
 OK0571'CENTER LINE OF THE ROAD, AND 1 FOOT WEST OF A RIGHT OF WAY FENCE.
 OK0571'
 OK0571'NEAREST TOWN--ROSEBUSH.
 OK0571'
 OK0571'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 OK0571
 OK0571                          STATION RECOVERY (1974)
 OK0571
 OK0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 OK0571'RECOVERED IN GOOD CONDITION.
 OK0571
 OK0571                          STATION RECOVERY (1989)
 OK0571
 OK0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 OK0571'THE STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) SOUTHEAST OF FARWELL,
 OK0571'9.6 KM (5.95 MI) SOUTHWEST OF CLARE AND 5.5 KM (3.40 MI) NORTHWEST OF
 OK0571'ROSEBUSH.  OWNERSHIP--RONALD GALE, 6066 NORTH LINCOLN ROAD, ROSEBUSH
 OK0571'MI 48878.  PHONE IS 517-433-2219.
 OK0571'TO REACH THE STATION FROM THE POST OFFICE IN ROSEBUSH, GO EAST ON
 OK0571'ROSEBUSH ROAD FOR 0.08 KM (0.05 MI) TO A CROSSROAD AT A FLASHING
 OK0571'REDLIGHT.  TURN LEFT AND GO NORTH ON NORTH MISSION ROAD FOR 3.30 KM
 OK0571'(2.05 MI) TO A CROSSROAD (ST. HENRYS CATHOLIC CHURCH IN THE NORTHEAST
 OK0571'CORNER OF CROSSROAD).  TURN LEFT AND GO WEST ON VERNON ROAD FOR 3.25
 OK0571'KM (2.00 MI) TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON NORTH LINCOLN
 OK0571'ROAD FOR 0.97 KM (0.60 MI) TO THE STATION ON THE RIGHT, JUST AFTER
 OK0571'PASSING THE GALE RESIDENCE.
 OK0571'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE
 OK0571'MONUMENT THAT PROJECTS 10 CM ABOVE THE GROUND.  LOCATED 137.2 M
 OK0571'(450.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE GALE RESIDENCE,
 OK0571'18.9 M (62.0 FT) SOUTHEAST AND ACROSS NORTH LINCOLN ROAD FROM A
 OK0571'CARSONITE WITNESS POST, 6.9 M (22.6 FT) EAST OF THE CENTER OF NORTH
 OK0571'LINCOLN ROAD, 1.1 M (3.6 FT) SOUTH OF A METAL WITNESS POST AND 0.70 M
 OK0571'(2.3 FT) NORTH-NORTHWEST OF A FENCE POST.
 OK0571'NOTE-NOTIFY RONALD GALE IN ADVANCE.
 OK0571'NOTE-THIS MARK IS A DOPPLER AND HORIZONTAL STATION.
 OK0571'DESCRIBED BY E.J. HANSMANN.
 OK0571
 OK0571                          STATION RECOVERY (1994)
 OK0571
 OK0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OK0571'NOTE--STATION IS APPARENTLY ON ROAD RIGHT-OF-WAY.  PROPERTY OWNER
 OK0571'ADJACENT TO THE STATION GAVE PERMISSION TO USE STATION IF IT IS ON HIS
 OK0571'LAND.  HE LIVES AT STATION, STOP AND LET HIM KNOW YOU ARE AT STATION
 OK0571'AS A COURTESY.  STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH OF
 OK0571'CLARE, 4 KM (2.50 MI) NORTH OF ROSEBUSH, ON A LOW RISE, ON THE
 OK0571'APPROXIMATE RIGHT-OF-WAY EDGE, ADJACENT TO A FIELD, IN THE NORTHEAST
 OK0571'1/4 OF SECTION 32, T 16 N, R 4 N.  OWNERSHIP--STATE DEPARTMENT OF
 OK0571'TRANSPORTATION OR RONALD GALE, PHONE 517-433-2219.  TO REACH FROM THE
 OK0571'OVERPASS AT THE JUNCTION OF U.S.  HIGHWAY 27 AND ROSEBUSH ROAD (ABOUT
 OK0571'15 KM (9.30 MI) SOUTH OF CLARE) , GO WEST ON ROSEBUSH ROAD FOR 0.70 KM
 OK0571'(0.45 MI) TO A CROSSROAD IN ROSEBUSH.  TURN RIGHT, NORTH, ON MISSION
 OK0571'ROAD FOR 3.26 KM (2.00 MI) TO A PAVED CROSSROAD.  TURN LEFT, WEST, ON
 OK0571'VERNON ROAD FOR 3.24 KM (2.00 MI) TO A DIRT CROSSROAD.  TURN RIGHT,
 OK0571'NORTH, ON LINCOLN ROAD FOR 0.98 KM (0.60 MI) TO TOP OF RISE AND THE
 OK0571'STATION ON THE RIGHT JUST PAST MR. GALES HOUSE ON THE RIGHT.  STATION
 OK0571'PROJECTS 10 CM ABOVE GROUND.  IT IS 7.1 M (23.3 FT) EAST OF, AND 0.5 M
 OK0571'(1.6 FT) HIGHER THAN THE ROAD CENTER, 42.8 M (140.4 FT) NORTHWEST OF
 OK0571'THE NORTHWEST CORNER OF MR. GALES HOUSE, 0.5 M (1.6 FT) SOUTHWEST OF A
 OK0571'METAL WITNESS POST, AND 0.6 M (2.0 FT) NORTH-NORTHWEST OF AN OLD LONE
 OK0571'FENCE POST.  DESCRIBED BY G.R.  HEID.
 OK0571
 OK0571                          STATION RECOVERY (2001)
 OK0571
 OK0571'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0571'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0722 ***********************************************************************
 QK0722  DESIGNATION -  LITTLE ST MARTIN USLS 1918
 QK0722  PID         -  QK0722
 QK0722  STATE/COUNTY-  MI/MACKINAC
 QK0722  USGS QUAD   -  ST MARTIN ISLAND (1964)
 QK0722
 QK0722                         *CURRENT SURVEY CONTROL
 QK0722  ___________________________________________________________________
 QK0722* NAD 83(1994)-  45 56 46.32514(N)    084 33 51.87122(W)     ADJUSTED  
 QK0722* NAVD 88     -       177.     (meters)     581.     (feet)  SCALED    
 QK0722  ___________________________________________________________________
 QK0722  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 QK0722  GEOID HEIGHT-         -35.68  (meters)                     GEOID03
 QK0722
 QK0722  HORZ ORDER  -  FIRST
 QK0722
 QK0722.The horizontal coordinates were established by classical geodetic methods
 QK0722.and adjusted by the National Geodetic Survey in February 1997..
 QK0722
 QK0722.The orthometric height was scaled from a topographic map.
 QK0722
 QK0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0722
 QK0722.The geoid height was determined by GEOID03.
 QK0722
 QK0722;                    North         East     Units Scale Factor Converg.
 QK0722;SPC MI N     -   132,146.827 8,188,806.938   MT  0.99992025   +1 45 37.5
 QK0722;SPC MI N     -   433,552.58 26,866,164.49   iFT  0.99992025   +1 45 37.5
 QK0722;UTM  16      - 5,090,954.587   688,774.364   MT  1.00003811   +1 45 03.4
 QK0722
 QK0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0722!SPC MI N     -   0.99997785  x   0.99992025  =   0.99989810
 QK0722!UTM  16      -   0.99997785  x   1.00003811  =   1.00001596
 QK0722
 QK0722:                Primary Azimuth Mark                     Grid Az
 QK0722:SPC MI N     -  ST MARTIN POINT USLS 1904                052 30 49.2
 QK0722:UTM  16      -  ST MARTIN POINT USLS 1904                052 31 23.3
 QK0722
 QK0722|---------------------------------------------------------------------|
 QK0722| PID    Reference Object                     Distance      Geod. Az  |
 QK0722|                                                           dddmmss.s |
 QK0722| QK0721 ST MARTIN POINT USLS 1904           APPROX. 4.8 KM 0541626.7 |
 QK0722|---------------------------------------------------------------------|
 QK0722
 QK0722                          SUPERSEDED SURVEY CONTROL
 QK0722
 QK0722  NAD 83(1986)-  45 56 46.31731(N)    084 33 51.86917(W) AD(       ) 1
 QK0722  NAD 27      -  45 56 46.27200(N)    084 33 51.71500(W) AD(       ) 1
 QK0722
 QK0722.Superseded values are not recommended for survey control.
 QK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0722.See file dsdata.txt to determine how the superseded data were derived.
 QK0722
 QK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8877490955(NAD 83)
 QK0722_MARKER: Z = SEE DESCRIPTION
 QK0722_SETTING: 0 = UNSPECIFIED SETTING
 QK0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0722
 QK0722  HISTORY     - Date     Condition        Report By
 QK0722  HISTORY     - 1918     MONUMENTED       USLS
 QK0722  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0722
 QK0722                          STATION DESCRIPTION
 QK0722
 QK0722'DESCRIBED BY US LAKE SURVEY 1918
 QK0722'IN STRAITS OF MACKINAC, NORTH OF BOIS BLANC ISLAND, ON SMALL ISLAND
 QK0722'SOUTH OF SOUTHWEST CORNER OF ST.
 QK0722'MARTIN ISLAND, ABOUT 100 FEET FROM EAST END, 60 FEET FROM SOUTH
 QK0722'SIDE, AND JUST SOUTH OF SMALL
 QK0722'GROVE OF POPLAR TREES.  MARKED BY BRASS BOLT IN
 QK0722'MASS OF CONCRETE, FLUSH WITH SURFACE OF GROUND,
 QK0722'AND MARKED U.S. 18.
 QK0722
 QK0722                          STATION RECOVERY (1964)
 QK0722
 QK0722'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0722'TO REACH STATION BY BOAT PROCEED TO A VERY SMALL ISLAND JUST
 QK0722'SOUTH OF ST.
 QK0722'MARTIN ISLAND.
 QK0722'
 QK0722'STATION IS MARKED BY A THREADED BOLT ABOUT 1/2 INCH DIAMETER SET
 QK0722'IN A MASS OF
 QK0722'CONCRETE JUST BELOW THE GROUND SURFACE AND MARKED US 18
 QK0722'STATION IS ABOUT 150 FEET FROM
 QK0722'EAST END AND ABOUT CENTER OF ISLAND
 QK0722'165 FEET SOUTH OF A 4 BY 4 BY 4 FOOT BOULDER,
 QK0722'39.0 FEET SOUTH SOUTHEAST
 QK0722'OF A BLAZED 4 INCH POPLAR, 28.2 FEET NORTH OF A BLAZED 3 INCH
 QK0722'POPLAR.
 QK0722'
 QK0722'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0716 ***********************************************************************
 QK0716  DESIGNATION -  LITTLE TRAVERSE LIGHT
 QK0716  PID         -  QK0716
 QK0716  STATE/COUNTY-  MI/EMMET
 QK0716  USGS QUAD   -  
 QK0716
 QK0716                         *CURRENT SURVEY CONTROL
 QK0716  ___________________________________________________________________
 QK0716* NAD 83(1994)-  45 25 10.22094(N)    084 58 40.48932(W)     ADJUSTED  
 QK0716* NAVD 88     -                                                        
 QK0716  ___________________________________________________________________
 QK0716  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 QK0716  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 QK0716
 QK0716  HORZ ORDER  -  THIRD
 QK0716
 QK0716.The horizontal coordinates were established by classical geodetic methods
 QK0716.and adjusted by the National Geodetic Survey in February 1997..
 QK0716
 QK0716
 QK0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0716
 QK0716.The geoid height was determined by GEOID03.
 QK0716
 QK0716;                    North         East     Units Scale Factor Converg.
 QK0716;SPC MI C     -   233,850.800 5,952,161.068   MT  0.99994722   -0 25 54.4
 QK0716;SPC MI C     -   767,227.03 19,528,087.49   iFT  0.99994722   -0 25 54.4
 QK0716;UTM  16      - 5,031,542.717   658,203.648   MT  0.99990773   +1 26 26.0
 QK0716
 QK0716                          SUPERSEDED SURVEY CONTROL
 QK0716
 QK0716  NAD 83(1986)-  45 25 10.21554(N)    084 58 40.49029(W) AD(       ) 4
 QK0716  NAD 27      -  45 25 10.17700(N)    084 58 40.30200(W) AD(       ) 3
 QK0716
 QK0716.Superseded values are not recommended for survey control.
 QK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0716.See file dsdata.txt to determine how the superseded data were derived.
 QK0716
 QK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR5820431543(NAD 83)
 QK0716
 QK0716  HISTORY     - Date     Condition        Report By
 QK0716  HISTORY     - 1956     MONUMENTED       CGS
 QK0716  HISTORY     - 19960814 MARK NOT FOUND   USPSQD
 QK0716
 QK0716                          STATION DESCRIPTION
 QK0716
 QK0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0716'THE STATION IS THE CENTER OF A FLASHING GREEN LIGHT ON A RED
 QK0716'SQUARE TOWER
 QK0716'ATTACHED TO A DWELLING ON HARBOR POINT ON THE NORTH SIDE OF LITTLE
 QK0716'TRAVERSE BAY.  THIS LIGHT IS 1482
 QK0716'LISTED IN THE LIGHT LIST, GREAT LAKES, CG-159.  THE HEIGHT IS
 QK0716'103 FEET ABOVE LOW WATER.
 QK0716
 QK0716                          STATION RECOVERY (1996)
 QK0716
 QK0716'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0270 ***********************************************************************
 QL0270  DESIGNATION -  LIVERY
 QL0270  PID         -  QL0270
 QL0270  STATE/COUNTY-  MI/MENOMINEE
 QL0270  USGS QUAD   -  CEDAR RIVER (1989)
 QL0270
 QL0270                         *CURRENT SURVEY CONTROL
 QL0270  ___________________________________________________________________
 QL0270* NAD 83(1986)-  45 24 40.     (N)    087 21 15.     (W)     SCALED    
 QL0270* NAVD 88     -       178.544  (meters)     585.77   (feet)  ADJUSTED  
 QL0270  ___________________________________________________________________
 QL0270  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 QL0270  DYNAMIC HT  -         178.532 (meters)     585.73  (feet)  COMP
 QL0270  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 QL0270
 QL0270  VERT ORDER  -  FIRST     CLASS 0
 QL0270
 QL0270.The horizontal coordinates were scaled from a topographic map and have
 QL0270.an estimated accuracy of +/- 6 seconds.
 QL0270
 QL0270.The orthometric height was determined by differential leveling
 QL0270.and adjusted by the National Geodetic Survey in June 1991..
 QL0270
 QL0270.The geoid height was determined by GEOID03.
 QL0270
 QL0270.The dynamic height is computed by dividing the NAVD 88
 QL0270.geopotential number by the normal gravity value computed on the
 QL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0270.degrees latitude (g = 980.6199 gals.).
 QL0270
 QL0270.The modeled gravity was interpolated from observed gravity values.
 QL0270
 QL0270;                    North         East    Units  Estimated Accuracy
 QL0270;SPC MI N     -    69,840.    7,972,280.      MT  (+/- 180 meters Scaled)
 QL0270
 QL0270                          SUPERSEDED SURVEY CONTROL
 QL0270
 QL0270.No superseded survey control is available for this station.
 QL0270
 QL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR722286(NAD 83)
 QL0270_MARKER: Z = SEE DESCRIPTION
 QL0270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QL0270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 QL0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0270+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2002
 QL0270
 QL0270  HISTORY     - Date     Condition        Report By
 QL0270  HISTORY     - UNK      MONUMENTED       USLS
 QL0270  HISTORY     - 1972     GOOD             NGS
 QL0270  HISTORY     - 20020621 GOOD             GEOCAC
 QL0270
 QL0270                          STATION DESCRIPTION
 QL0270
 QL0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0270'AT CEDAR RIVER.
 QL0270'AT CEDAR RIVER, ABOUT 0.1 MILE SOUTHEAST ALONG A GRAVEL ROAD
 QL0270'FROM THE CEDAR RIVER TOWN HALL, AT THE NORTH SIDE OF A CIRCLE
 QL0270'WHERE THE ROAD ENDS, NEAR THE CEDAR RIVER DOCKS, ALONG THE
 QL0270'SOUTHWEST BANK OF CEDAR RIVER, THE HIGH POINT BETWEEN TWO
 QL0270'CHISELED MARKS ON THE NORTHEAST SIDE OF A 1 1/2 INCH METAL PIPE
 QL0270'THAT IS 1/2 FOOT UNDERGROUND, 98 FEET NORTH OF THE CENTER LINE
 QL0270'OF THE ROAD (NORTH SIDE OF CIRCLE), 42 FEET SOUTHEAST OF A 12
 QL0270'INCH BLACK WALNUT TREE, 72 FEET WEST OF THE LAKE SURVEY WATER
 QL0270'LEVEL GAUGE, 51 1/2 FEET NORTHEAST OF A 24 INCH APPLE TREE,
 QL0270'49 1/2 FEET WEST OF A FENCE CORNER, 29.5 FEET NORTHWEST OF A
 QL0270'METAL WITNESS POST, CHISELED MARKS ON TOP OF IRON PIPE.
 QL0270'SECTION 23, T 35 N, R 25 W.
 QL0270
 QL0270                          STATION RECOVERY (2002)
 QL0270
 QL0270'RECOVERY NOTE BY GEOCACHING 2002 (RFC)
 QL0270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0045 ***********************************************************************
 QL0045  DESIGNATION -  LKD
 QL0045  PID         -  QL0045
 QL0045  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0045  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0045
 QL0045                         *CURRENT SURVEY CONTROL
 QL0045  ___________________________________________________________________
 QL0045* NAD 83(1986)-  45 56 57.     (N)    086 14 24.     (W)     SCALED    
 QL0045* NAVD 88     -       180.888  (meters)     593.46   (feet)  ADJUSTED  
 QL0045  ___________________________________________________________________
 QL0045  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QL0045  DYNAMIC HT  -         180.893 (meters)     593.48  (feet)  COMP
 QL0045  MODELED GRAV-     980,638.2   (mgal)                       NAVD 88
 QL0045
 QL0045  VERT ORDER  -  FIRST     CLASS 0
 QL0045
 QL0045.The horizontal coordinates were scaled from a topographic map and have
 QL0045.an estimated accuracy of +/- 6 seconds.
 QL0045
 QL0045.The orthometric height was determined by differential leveling
 QL0045.and adjusted by the National Geodetic Survey in June 1991..
 QL0045
 QL0045.The geoid height was determined by GEOID03.
 QL0045
 QL0045.The dynamic height is computed by dividing the NAVD 88
 QL0045.geopotential number by the normal gravity value computed on the
 QL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0045.degrees latitude (g = 980.6199 gals.).
 QL0045
 QL0045.The modeled gravity was interpolated from observed gravity values.
 QL0045
 QL0045;                    North         East    Units  Estimated Accuracy
 QL0045;SPC MI N     -   129,860.    8,058,920.      MT  (+/- 180 meters Scaled)
 QL0045
 QL0045                          SUPERSEDED SURVEY CONTROL
 QL0045
 QL0045  NGVD 29 (??/??/92)  180.91   (m)          593.5    (f) COMPUTED    1 0
 QL0045
 QL0045.Superseded values are not recommended for survey control.
 QL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0045.See file dsdata.txt to determine how the superseded data were derived.
 QL0045
 QL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER589886(NAD 83)
 QL0045_MARKER: Q = CHISELED SQUARE
 QL0045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0045_SP_SET: STONE SILL
 QL0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0045
 QL0045  HISTORY     - Date     Condition        Report By
 QL0045  HISTORY     - UNK      MONUMENTED       USLS
 QL0045  HISTORY     - 1972     GOOD             NGS
 QL0045
 QL0045                          STATION DESCRIPTION
 QL0045
 QL0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0045'0.6 MI SE FROM MANISTIQUE.
 QL0045'ABOUT 0.55 MILE SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0045'AT MANISTIQUE, 182 FEET EAST OF AND ACROSS RANGE STREET FROM
 QL0045'THE RANGER STATION, 177 FEET NORTHEAST OF THE CENTER LINE OF
 QL0045'THE HIGHWAY, 77 FEET EAST OF THE CENTER LINE OF RANGE STREET,
 QL0045'52 FEET NORTH OF THE CENTER LINE OF WASHINGTON AVENUE, NEAR
 QL0045'A LARGE WHITE TWO-STORY HOUSE, 182 FEET EAST OF BENCH MARK
 QL0045'INLAND (USE) DESCRIBED, 7.8 FEET EAST OF THE SOUTHWEST CORNER
 QL0045'OF THE HOUSE, THE HIGHEST POINT OF A CHISELED SQUARE ON THE
 QL0045'EAST END OF STONE SILL OF MOST WESTERLY BASEMENT WINDOW AND
 QL0045'14 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5810 ***********************************************************************
 AC5810  DESIGNATION -  LLB 100 RESET
 AC5810  PID         -  AC5810
 AC5810  STATE/COUNTY-  MI/KEWEENAW
 AC5810  USGS QUAD   -  POINT ISABELLE (1975)
 AC5810
 AC5810                         *CURRENT SURVEY CONTROL
 AC5810  ___________________________________________________________________
 AC5810* NAD 83(1986)-  47 22 28.     (N)    087 57 55.     (W)     SCALED    
 AC5810* NAVD 88     -       185.114  (meters)     607.33   (feet)  ADJUSTED  
 AC5810  ___________________________________________________________________
 AC5810  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 AC5810  DYNAMIC HT  -         185.142 (meters)     607.42  (feet)  COMP
 AC5810  MODELED GRAV-     980,756.1   (mgal)                       NAVD 88
 AC5810
 AC5810  VERT ORDER  -  SECOND    CLASS I
 AC5810
 AC5810.The horizontal coordinates were scaled from a topographic map and have
 AC5810.an estimated accuracy of +/- 6 seconds.
 AC5810
 AC5810.The orthometric height was determined by differential leveling
 AC5810.and adjusted by the National Geodetic Survey in March 1997..
 AC5810
 AC5810.The geoid height was determined by GEOID03.
 AC5810
 AC5810.The dynamic height is computed by dividing the NAVD 88
 AC5810.geopotential number by the normal gravity value computed on the
 AC5810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5810.degrees latitude (g = 980.6199 gals.).
 AC5810
 AC5810.The modeled gravity was interpolated from observed gravity values.
 AC5810
 AC5810;                    North         East    Units  Estimated Accuracy
 AC5810;SPC MI N     -   288,450.    7,927,100.      MT  (+/- 180 meters Scaled)
 AC5810
 AC5810                          SUPERSEDED SURVEY CONTROL
 AC5810
 AC5810.No superseded survey control is available for this station.
 AC5810
 AC5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT271472(NAD 83)
 AC5810_MARKER: DS = TRIANGULATION STATION DISK
 AC5810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5810_STAMPING: LLB. 100 RESET 95
 AC5810_MARK LOGO: USE   
 AC5810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5810+STABILITY: SURFACE MOTION
 AC5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5810+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AC5810
 AC5810  HISTORY     - Date     Condition        Report By
 AC5810  HISTORY     - 1995     MONUMENTED       USE
 AC5810  HISTORY     - 19960717 GOOD             NGS
 AC5810
 AC5810                          STATION DESCRIPTION
 AC5810
 AC5810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5810'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5810'STATE HIGHWAY 26 IN PHOENIX, THENCE 13.5 KM (8.40 MI) SOUTHEASTERLY
 AC5810'ALONG THE LAC LA BELLE-BETE GRISE ROAD, ABOUT 100.0 M (328.1 FT) SOUTH
 AC5810'OF THE END OF THE ROAD, ACROSS THE LAC LA BELLE INLET, 93.0 M (305.1
 AC5810'FT) NORTHEAST OF THE NORTHEAST CORNER OF A LIGHTHOUSE, 33.0 M (108.3
 AC5810'FT) SOUTH OF THE WEST END OF A RETAINING WALL, 1.0 M (3.3 FT) EAST OF
 AC5810'THE TOP OF A DEPRESSION, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AC5810'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0024 ***********************************************************************
 QK0024  DESIGNATION -  LOCK
 QK0024  PID         -  QK0024
 QK0024  STATE/COUNTY-  MI/CHEBOYGAN
 QK0024  USGS QUAD   -  
 QK0024
 QK0024                         *CURRENT SURVEY CONTROL
 QK0024  ___________________________________________________________________
 QK0024* NAD 83(1986)-  45 38 13.     (N)    084 28 45.     (W)     SCALED    
 QK0024* NAVD 88     -       181.368  (meters)     595.04   (feet)  ADJUSTED  
 QK0024  ___________________________________________________________________
 QK0024  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 QK0024  DYNAMIC HT  -         181.366 (meters)     595.03  (feet)  COMP
 QK0024  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 QK0024
 QK0024  VERT ORDER  -  FIRST     CLASS I
 QK0024
 QK0024.The horizontal coordinates were scaled from a topographic map and have
 QK0024.an estimated accuracy of +/- 6 seconds.
 QK0024
 QK0024.The orthometric height was determined by differential leveling
 QK0024.and adjusted by the National Geodetic Survey in June 1991..
 QK0024
 QK0024.The geoid height was determined by GEOID03.
 QK0024
 QK0024.The dynamic height is computed by dividing the NAVD 88
 QK0024.geopotential number by the normal gravity value computed on the
 QK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0024.degrees latitude (g = 980.6199 gals.).
 QK0024
 QK0024.The modeled gravity was interpolated from observed gravity values.
 QK0024
 QK0024;                    North         East    Units  Estimated Accuracy
 QK0024;SPC MI C     -   257,840.    5,991,230.      MT  (+/- 180 meters Scaled)
 QK0024
 QK0024                          SUPERSEDED SURVEY CONTROL
 QK0024
 QK0024.No superseded survey control is available for this station.
 QK0024
 QK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR964568(NAD 83)
 QK0024_MARKER: Z = SEE DESCRIPTION
 QK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0024+STABILITY: SURFACE MOTION
 QK0024
 QK0024  HISTORY     - Date     Condition        Report By
 QK0024  HISTORY     - 1944     MONUMENTED       RBNF
 QK0024  HISTORY     - 1973     GOOD             USLS
 QK0024  HISTORY     - 1983     MARK NOT FOUND   NGS
 QK0024
 QK0024                          STATION DESCRIPTION
 QK0024
 QK0024'DESCRIBED BY US LAKE SURVEY 1973
 QK0024'AT CHEBOYGAN.
 QK0024'LOCK IS AT CHEBOYGAN COUNTY, MICHIGAN, NEAR THE CONSUMERS POWER
 QK0024'COMPANY POWERHOUSE, ON TOP OF WEST WALL OF LOCK, 1.5 FEET FROM
 QK0024'LOCK FACE OF WALL, 0.4 FEET UPSTREAM FROM SIDE OF UPSTREAM
 QK0024'MOORING POST, BEING HIGHEST POINT IN A 2-INCH SQUARE CUT IN THE
 QK0024'CONCRETE.  NOTE-- PREV. DESIG. LOCK 1944.
 QK0024
 QK0024                          STATION RECOVERY (1983)
 QK0024
 QK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0024'NOT RECOVERED THIS DATE, THE BOAT LOCK WALL HAS BEEN RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0581 ***********************************************************************
 RK0581  DESIGNATION -  LOMA
 RK0581  PID         -  RK0581
 RK0581  STATE/COUNTY-  MI/MARQUETTE
 RK0581  USGS QUAD   -  BUCKROE (1985)
 RK0581
 RK0581                         *CURRENT SURVEY CONTROL
 RK0581  ___________________________________________________________________
 RK0581* NAD 83(1994)-  46 42 17.65103(N)    087 33 21.24894(W)     ADJUSTED  
 RK0581* NAVD 88     -       277.     (meters)     909.     (feet)  SCALED    
 RK0581  ___________________________________________________________________
 RK0581  LAPLACE CORR-          -8.18  (seconds)                    DEFLEC99
 RK0581  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 RK0581
 RK0581  HORZ ORDER  -  FIRST
 RK0581
 RK0581.The horizontal coordinates were established by classical geodetic methods
 RK0581.and adjusted by the National Geodetic Survey in February 1997..
 RK0581
 RK0581.The orthometric height was scaled from a topographic map.
 RK0581
 RK0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0581
 RK0581.The geoid height was determined by GEOID03.
 RK0581
 RK0581;                    North         East     Units Scale Factor Converg.
 RK0581;SPC MI N     -   213,723.042 7,957,491.400   MT  0.99992963   -0 24 06.5
 RK0581;SPC MI N     -   701,191.08 26,107,255.25   iFT  0.99992963   -0 24 06.5
 RK0581;UTM  16      - 5,172,521.951   457,505.104   MT  0.99962220   -0 24 16.6
 RK0581
 RK0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0581!SPC MI N     -   0.99996207  x   0.99992963  =   0.99989171
 RK0581!UTM  16      -   0.99996207  x   0.99962220  =   0.99958429
 RK0581
 RK0581|---------------------------------------------------------------------|
 RK0581| PID    Reference Object                     Distance      Geod. Az  |
 RK0581|                                                           dddmmss.s |
 RK0581| CJ3224 LOMA RM 1                            10.369 METERS 05111     |
 RK0581| RK0493 GRANITE ISLAND LIGHTHOUSE           APPROX.11.1 KM 0805109.9 |
 RK0581| RK0495 GRANITE ISLAND BELL TOWER           APPROX.11.1 KM 0810250.3 |
 RK0581| RK0582 BELL TEL CO KQE 88 W MICROWAVE      APPROX.15.0 KM 1825516.3 |
 RK0581| CJ3225 LOMA RM 2                            14.759 METERS 18332     |
 RK0581| CJ3223 LOMA AZ MK                                         2925408.9 |
 RK0581|---------------------------------------------------------------------|
 RK0581
 RK0581                          SUPERSEDED SURVEY CONTROL
 RK0581
 RK0581  NAD 83(1986)-  46 42 17.64346(N)    087 33 21.24564(W) AD(       ) 1
 RK0581  NAD 27      -  46 42 17.91100(N)    087 33 20.75800(W) AD(       ) 1
 RK0581
 RK0581.Superseded values are not recommended for survey control.
 RK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0581.See file dsdata.txt to determine how the superseded data were derived.
 RK0581
 RK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS5750572522(NAD 83)
 RK0581_MARKER: DS = TRIANGULATION STATION DISK
 RK0581_SETTING: 66 = SET IN ROCK OUTCROP
 RK0581
 RK0581  HISTORY     - Date     Condition        Report By
 RK0581  HISTORY     - 1955     MONUMENTED       CGS
 RK0581  HISTORY     - 1977     GOOD             NGS
 RK0581
 RK0581                          STATION DESCRIPTION
 RK0581
 RK0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0581'THE STATION IS IN THE NORTHEAST QUARTER OF SECTION 28, T. 50 N.,
 RK0581'R. 26 W. ON THE SUMMIT OF A LONE ROCKY MOUNTAIN ABOUT 0.15 MILE
 RK0581'NORTH OF THE GRANOT-LOMA FARM BUILDINGS.  IT IS APPROXIMATELY 13
 RK0581'MILES NORTHWEST OF MARQUETTE, 10 MILES SOUTHEAST OF THE VILLAGE
 RK0581'OF BIG BAY AND 1/2 MILE SOUTHWEST OF THE LAKE SUPERIOR SHORE LINE.
 RK0581'
 RK0581'TO REACH FROM THE INTERSECTION OF 4TH STREET AND WASHINGTON STREET
 RK0581'ABOUT 1 BLOCK WEST OF THE POST OFFICE IN MARQUETTE, GO NORTH ON 4TH
 RK0581'STREET FOR 0.7 MILE TO A JOG AT THE END OF 4TH STREET WHERE PRESQUE
 RK0581'ISLE STREET CONTINUES NORTH.  CONTINUE NORTH ON PRESQUE ISLE FOR
 RK0581'0.7 MILE TO WRIGHT STREET, TURN LEFT ON WRIGHT STREET AND GO WEST
 RK0581'FOR 0.45 MILE TO COUNTY ROAD 550 (ALSO NAMED SUGAR LOAF ROAD), TURN
 RK0581'RIGHT AND GO NORTH, THEN NORTHWESTERLY ON COUNTY ROAD 550 FOR 4.1
 RK0581'MILES TO THE PARKING AREA AT THE FOOT OF SUGAR LOAF MOUNTAIN,
 RK0581'CONTINUE NORTHWESTERLY ON COUNTY ROAD 550 FOR 10.0 MILES
 RK0581'TO A CROSSROAD AND SIGN GRANOT LOMA TURN RIGHT ON THE GRAVEL ROAD
 RK0581'AND GO EASTERLY 1.0 MILE TO A POINT WHERE THE ROAD CURVES
 RK0581'GRADUALLY FROM EAST TO SOUTH AND THE AZIMUTH MARK ON THE RIGHT ABOUT
 RK0581'HALF WAY AROUND THE CURVE, ACROSS THE ROAD FROM AN 18-INCH TREE WITH
 RK0581'A TRIANGLE BLAZE ON THE NORTH SIDE. CONTINUE SOUTH AND EAST ON THE
 RK0581'GRAVEL ROAD FOR 1.0 MILE TO THE GRANOT-LOMA FARM BUILDINGS ON
 RK0581'THE LEFT, PASS TO THE RIGHT OF THE BARN WITH THE NAME GRANOT-LOMA ON
 RK0581'THE ROOF, BEAR LEFT AND GO WESTERLY 0.05 MILE TO THE GATE IN THE
 RK0581'EAST-WEST FENCE AND THE END OF TRUCK TRAVEL.  PACK NORTHERLY ABOUT
 RK0581'0.15 MILE TO THE SUMMIT OF THE HILL AND THE STATION.
 RK0581'
 RK0581'THE STATION MARK, STAMPED LOMA 1955, IS A STANDARD DISK SET IN A
 RK0581'DRILL HOLE ON THE HIGHEST POINT OF A LARGE BEDROCK OUTCROP WHICH IS
 RK0581'THE HIGHEST POINT OF THE HILL.
 RK0581'
 RK0581'REFERENCE MARK NO. 1, STAMPED LOMA NO 1 1955, IS A STANDARD DISK SET
 RK0581'IN BEDROCK, APPROXIMATELY 7 FEET LOWER THAN THE STATION AND ON THE
 RK0581'EASTERN EDGE OF THE LARGE OUTCROP WHICH FORMS THE SUMMIT OF THE
 RK0581'HILL.
 RK0581'
 RK0581'REFERENCE MARK NO. 2, STAMPED LOMA NO 2 1955, IS A STANDARD DISK SET
 RK0581'IN BEDROCK ON THE SOUTHWESTERN EDGE OF THE SUMMIT.  IT IS
 RK0581'APPROXIMATELY 3 FEET LOWER THAN THE STATION AND 8 FEET EAST OF THE
 RK0581'WEST EDGE OF THE BEDROCK OUTCROP.
 RK0581'
 RK0581'THE AZIMUTH MARK, STAMPED LOMA 1955, IS A STANDARD DISK SET IN A
 RK0581'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS 40.5 FEET NORTH
 RK0581'OF THE 18-INCH TREE WITH A TRIANGLE BLAZE ON THE NORTH SIDE, 17 FEET
 RK0581'NORTHEAST OF THE CENTER OF THE GRAVEL ROAD AND 2 FEET SOUTH OF A
 RK0581'WHITE WITNESS POST.
 RK0581'
 RK0581'THE AZIMUTH MARK IS VISIBLE FROM THE GROUND.
 RK0581'
 RK0581'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 RK0581
 RK0581                          STATION RECOVERY (1977)
 RK0581
 RK0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (WOM)
 RK0581'STATION MARK, REFERENCE MARKS 1 AND 2, AZIMUTH MARK WERE RECOVERED
 RK0581'AND FOUND IN GOOD CONDITION.
 RK0581'
 RK0581'TO REACH FROM THE INTERSECTION OF 4TH STREET AND WASHINGTON STREET
 RK0581'ABOUT 1 BLOCK WEST OF THE POST OFFICE IN MARQUETTE, GO NORTH ON 4TH
 RK0581'STREET FOR 0.7 MILE TO A JOG AT THE END OF 4TH STREET WHERE PRESQUE
 RK0581'ISLE STREET CONTINUES NORTH.  CONTINUE NORTH ON PRESQUE ISLE
 RK0581'STREET FOR 0.7 MILE TO WRIGHT STREET.  TURN LEFT ON WRIGHT STREET
 RK0581'AND GO WEST FOR 0.45 MILE TO COUNTY ROAD 550 (SUGAR LOAF ROAD).  TURN
 RK0581'RIGHT AND GO NORTH ON COUNTY ROAD 550 FOR 4.1 MILES TO A PARKING AREA
 RK0581'ON THE RIGHT, FOOT OF SUGAR LOAF MOUNTAIN, CONTINUE COUNTY ROAD 550
 RK0581'FOR 10.0 MILES TO A CROSSROAD AND SIGN GRANOT LOMA.  TURN RIGHT ON
 RK0581'GRAVELED ROAD AND GO EASTERLY FOR 1.0 MILE TO A POINT WHERE THE ROAD
 RK0581'CURVES GRADUALLY FROM EAST TO SOUTH AND THE AZIMUTH MARK ON THE
 RK0581'LEFT.  CONTINUE SOUTHEAST FOR 1.0 MILE TO FARM BUILDINGS ON
 RK0581'THE LEFT.  TURN LEFT INTO YARD TO HOUSE, FROM HERE PACK EASTERLY
 RK0581'THROUGH GATES UP STEEP HILL TO THE HIGHEST PART OF ROCKY HILL AND
 RK0581'STATION, SET IN BEDROCK.
 RK0581'
 RK0581'THIS STATION IS CLEAR TO LAKE AREA.  STATION IS ON THE PROPERTY OF
 RK0581'MR. JOHN MARTIN, PHONE NUMBER 345-9375 AND LIVES ON FARM.
 RK0581'
 RK0581'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 13 MILES
 RK0581'NORTHWEST OF MARQUETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0512 ***********************************************************************
 RJ0512  DESIGNATION -  LONG
 RJ0512  PID         -  RJ0512
 RJ0512  STATE/COUNTY-  MI/MACKINAC
 RJ0512  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0512
 RJ0512                         *CURRENT SURVEY CONTROL
 RJ0512  ___________________________________________________________________
 RJ0512* NAD 83(1994)-  46 06 01.73034(N)    085 46 58.37915(W)     ADJUSTED  
 RJ0512* NAVD 88     -       233.079  (meters)     764.69   (feet)  ADJUSTED  
 RJ0512  ___________________________________________________________________
 RJ0512  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 RJ0512  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0512  DYNAMIC HT  -         233.092 (meters)     764.74  (feet)  COMP
 RJ0512  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RJ0512
 RJ0512  HORZ ORDER  -  THIRD
 RJ0512  VERT ORDER  -  FIRST     CLASS 0
 RJ0512
 RJ0512.The horizontal coordinates were established by classical geodetic methods
 RJ0512.and adjusted by the National Geodetic Survey in February 1997..
 RJ0512
 RJ0512.The orthometric height was determined by differential leveling
 RJ0512.and adjusted by the National Geodetic Survey in June 1991..
 RJ0512
 RJ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0512
 RJ0512.The geoid height was determined by GEOID03.
 RJ0512
 RJ0512.The dynamic height is computed by dividing the NAVD 88
 RJ0512.geopotential number by the normal gravity value computed on the
 RJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0512.degrees latitude (g = 980.6199 gals.).
 RJ0512
 RJ0512.The modeled gravity was interpolated from observed gravity values.
 RJ0512
 RJ0512;                    North         East     Units Scale Factor Converg.
 RJ0512;SPC MI N     -   147,115.376 8,094,098.727   MT  0.99990801   +0 52 47.0
 RJ0512;SPC MI N     -   482,661.99 26,555,442.02   iFT  0.99990801   +0 52 47.0
 RJ0512;UTM  16      - 5,105,931.702   594,073.176   MT  0.99970879   +0 52 37.4
 RJ0512
 RJ0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0512!SPC MI N     -   0.99996894  x   0.99990801  =   0.99987695
 RJ0512!UTM  16      -   0.99996894  x   0.99970879  =   0.99967774
 RJ0512
 RJ0512|---------------------------------------------------------------------|
 RJ0512| PID    Reference Object                     Distance      Geod. Az  |
 RJ0512|                                                           dddmmss.s |
 RJ0512| RJ0513 LONG RM 1                            18.939 METERS 00205     |
 RJ0512| RJ0511 LONG RM 2                            24.660 METERS 08855     |
 RJ0512| RJ0514 LONG AZ MK                                         2705853.3 |
 RJ0512| RJ1224 BLANEY PARK MICROWAVE TOWER         APPROX. 6.0 KM 2723344.6 |
 RJ0512|---------------------------------------------------------------------|
 RJ0512
 RJ0512                          SUPERSEDED SURVEY CONTROL
 RJ0512
 RJ0512  NAD 83(1986)-  46 06 01.72458(N)    085 46 58.37645(W) AD(       ) 3
 RJ0512  NAD 27      -  46 06 01.77978(N)    085 46 57.97493(W) AD(       ) 3
 RJ0512  NGVD 29 (??/??/92)  233.04   (m)          764.6    (f) COMPUTED    1 0
 RJ0512
 RJ0512.Superseded values are not recommended for survey control.
 RJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0512.See file dsdata.txt to determine how the superseded data were derived.
 RJ0512
 RJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES9407305932(NAD 83)
 RJ0512_MARKER: DS = TRIANGULATION STATION DISK
 RJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0512_STAMPING: LONG 1965
 RJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0512+STABILITY: SURFACE MOTION
 RJ0512
 RJ0512  HISTORY     - Date     Condition        Report By
 RJ0512  HISTORY     - 1965     MONUMENTED       CGS
 RJ0512  HISTORY     - 1971     SEE DESCRIPTION  USGS
 RJ0512  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RJ0512  HISTORY     - 1972     GOOD             NGS
 RJ0512  HISTORY     - 1976     GOOD             MIDH
 RJ0512  HISTORY     - 19950530 GOOD             USPSQD
 RJ0512  HISTORY     - 19950816 GOOD             USPSQD
 RJ0512  HISTORY     - 20010331 GOOD             NGS
 RJ0512  HISTORY     - 20021030 GOOD             MIDT
 RJ0512  HISTORY     - 20021112 GOOD             USPSQD
 RJ0512  HISTORY     - 20040416 GOOD             USPSQD
 RJ0512  HISTORY     - 20060915 GOOD             USPSQD
 RJ0512
 RJ0512                          STATION DESCRIPTION
 RJ0512
 RJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ0512'LOCATED ABOUT 8 MILES SOUTHWEST OF CURTIS, 4 MILES WEST OF GOULD CITY
 RJ0512'AND ON ROAD RIGHT-OF-WAY.
 RJ0512'
 RJ0512'TO REACH FROM THE POST OFFICE IN GOULD CITY, GO NORTH ON PAVED
 RJ0512'ROAD FOR 0.45 MILE
 RJ0512'TO THE INTERSECTION OF U.S. HIGHWAY 2.  TURN LEFT
 RJ0512'AND GO WEST ON HIGHWAY 2 FOR 1.95
 RJ0512'MILES TO A BLINKER LIGHT AND A CROSS
 RJ0512'ROAD.  CONTINUE WEST ON HIGHWAY 2 FOR 2.15 MILES TO
 RJ0512'A DIM TRACK ROAD ON
 RJ0512'THE LEFT AND THE STATION ON THE LEFT AS DESCRIBED.  (THIS IS JUST
 RJ0512'SOUTH AND ACROSS THE
 RJ0512'HIGHWAY FROM THE BIRCH HILL MOTEL)
 RJ0512'
 RJ0512'STATION MARKS ARE STANDARD DISKS STAMPED LONG 1965.  THE SURFACE
 RJ0512'DISK IS SET IN A
 RJ0512'ROUND CONCRETE MONUMENT WHICH PROJECTS 9 INCHES.  IT IS
 RJ0512'65 FEET WEST OF THE CENTERLINE OF
 RJ0512'THE TRACK ROAD, 43 FEET SOUTH OF
 RJ0512'POWER POLE NO 1812 AND 4 FEET NORTHWEST OF A METAL
 RJ0512'WITNESS POST.  THE
 RJ0512'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 46 INCHES
 RJ0512'BELOW THE SURFACE
 RJ0512'OF THE GROUND.
 RJ0512'
 RJ0512'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LONG NO 1 1965, IS
 RJ0512'SET IN A ROUND
 RJ0512'CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS 92 FEET
 RJ0512'SOUTH OF THE CENTERLINE OF THE
 RJ0512'HIGHWAY, 19 FEET NORTH-NORTHEAST OF THE
 RJ0512'POWER POLE AND 12 FEET WEST OF THE CENTERLINE OF
 RJ0512'THE TRACK ROAD.
 RJ0512'
 RJ0512'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LONG NO 2 1965, IS
 RJ0512'SET IN A ROUND
 RJ0512'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 78 FEET
 RJ0512'EAST OF THE WITNESS POST, 22 FEET
 RJ0512'NORTHEAST OF A 12 INCH MAPLE TREE, 12
 RJ0512'FEET EAST OF THE CENTERLINE OF THE TRACK ROAD AND
 RJ0512'ABOUT 10 FEET NORTH
 RJ0512'OF THE NORTH EDGE OF WOODS.
 RJ0512'
 RJ0512'AZIMUTH MARK, A STANDARD DISK STAMPED LONG 1965, IS SET IN A
 RJ0512'ROUND CONCRETE
 RJ0512'MONUMENT WHICH PROJECTS 6 INCHES.  IT IS 160 FEET WEST
 RJ0512'OF THE CENTERLINE OF A TRACK
 RJ0512'ROAD, 2 FEET SOUTHEAST OF POWER POLE NO
 RJ0512'1821 AND 1 FOOT NORTHEAST OF A METAL WITNESS
 RJ0512'POST.
 RJ0512'
 RJ0512'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 2
 RJ0512'FOR 0.5 MILE TO A
 RJ0512'TRACK ROAD LEFT.  TURN LEFT ON THE TRACK ROAD AND GO
 RJ0512'SOUTH FOR ABOUT 100 FEET TO THE
 RJ0512'AZIMUTH MARK ON THE RIGHT.
 RJ0512'
 RJ0512'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ0512
 RJ0512                          STATION RECOVERY (1971)
 RJ0512
 RJ0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (JDS)
 RJ0512'LONG AND RMS 1 AND 2 FOUND IN GOOD CONDITION.  AZ. MK. NOW OBSCURED
 RJ0512'BY POWER POLE.  DISTANCES AND
 RJ0512'DIRECTIONS FOUND IN GOOD CONDITION.
 RJ0512'ORIGINAL DESCRIPTION IS
 RJ0512'ADEQUATE.
 RJ0512
 RJ0512                          STATION RECOVERY (1972)
 RJ0512
 RJ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 RJ0512'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 RJ0512'IN GOOD CONDITION.
 RJ0512'
 RJ0512'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 4-1/2 MILES WEST OF
 RJ0512'GOULD CITY, MICHIGAN
 RJ0512
 RJ0512                          STATION RECOVERY (1972)
 RJ0512
 RJ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RJ0512'4.4 MI W FROM GOULD CITY.
 RJ0512'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD NO. 1130 FROM THE POST
 RJ0512'OFFICE AT GOULD CITY, THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY
 RJ0512'2, ON THE CREST OF A SMALL RISE, ABOUT 0.1 MILE SOUTHEAST OF AND
 RJ0512'ACROSS THE HIGHWAY FROM THE BIRCH MOTEL AND CABINS, ALONG A
 RJ0512'DOUBLE ROW OF POWER LINE POLES, 152 FEET SOUTH OF THE CENTER
 RJ0512'LINE OF THE HIGHWAY, 54 FEET SOUTHWEST OF THE CENTER LINE OF A
 RJ0512'TRACK ROAD LEADING SOUTHEAST, 17 1/2 FEET SOUTH OF THE SOUTH
 RJ0512'ONE OF TWO POLES, 3 1/2 FEET NORTHWEST OF A METAL WITNESS POST,
 RJ0512'8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 RJ0512'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 RJ0512'SEC 27, T 43 N, R 12 W.
 RJ0512
 RJ0512                          STATION RECOVERY (1976)
 RJ0512
 RJ0512'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (MAC)
 RJ0512'LONG 1965 RECOVERED GOOD.
 RJ0512'
 RJ0512'STATION RECOVERED AS DESCRIBED.  DUE TO THE CONSTRUCTION OF A NEW
 RJ0512'HIGH TENSION LINE YOU CAN NO LONGER SEE FROM THE STATION TO THE
 RJ0512'AZ MARK, OTHER MARK RECOVERED AS DESCRIBED.
 RJ0512'
 RJ0512'DISTANCE AND DIRECTION FROM NEAREST TOWN--2.15 MILES WEST OF BLINKER
 RJ0512'LIGHT TO CURTIS ON U.S. 2.
 RJ0512
 RJ0512                          STATION RECOVERY (1995)
 RJ0512
 RJ0512'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0512'RECOVERED IN GOOD CONDITION.
 RJ0512
 RJ0512                          STATION RECOVERY (1995)
 RJ0512
 RJ0512'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0512'RECOVERED IN GOOD CONDITION.
 RJ0512
 RJ0512                          STATION RECOVERY (2001)
 RJ0512
 RJ0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0512'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0512
 RJ0512                          STATION RECOVERY (2002)
 RJ0512
 RJ0512'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0512'RECOVERED AS DESCRIBED
 RJ0512
 RJ0512                          STATION RECOVERY (2002)
 RJ0512
 RJ0512'RECOVERY NOTE BY US POWER SQUADRON 2002
 RJ0512'RECOVERED IN GOOD CONDITION.
 RJ0512
 RJ0512                          STATION RECOVERY (2004)
 RJ0512
 RJ0512'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0512'RECOVERED IN GOOD CONDITION.
 RJ0512
 RJ0512                          STATION RECOVERY (2006)
 RJ0512
 RJ0512'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0512'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0514 ***********************************************************************
 RJ0514  DESIGNATION -  LONG AZ MK
 RJ0514  PID         -  RJ0514
 RJ0514  STATE/COUNTY-  MI/MACKINAC
 RJ0514  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0514
 RJ0514                         *CURRENT SURVEY CONTROL
 RJ0514  ___________________________________________________________________
 RJ0514* NAD 83(1986)-  46 06 02.     (N)    085 47 40.     (W)     SCALED    
 RJ0514* NAVD 88     -       225.199  (meters)     738.84   (feet)  ADJUSTED  
 RJ0514  ___________________________________________________________________
 RJ0514  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0514  DYNAMIC HT  -         225.211 (meters)     738.88  (feet)  COMP
 RJ0514  MODELED GRAV-     980,662.4   (mgal)                       NAVD 88
 RJ0514
 RJ0514  VERT ORDER  -  FIRST     CLASS 0
 RJ0514
 RJ0514.The horizontal coordinates were scaled from a topographic map and have
 RJ0514.an estimated accuracy of +/- 6 seconds.
 RJ0514
 RJ0514.The orthometric height was determined by differential leveling
 RJ0514.and adjusted by the National Geodetic Survey in June 1991..
 RJ0514
 RJ0514.The geoid height was determined by GEOID03.
 RJ0514
 RJ0514.The dynamic height is computed by dividing the NAVD 88
 RJ0514.geopotential number by the normal gravity value computed on the
 RJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0514.degrees latitude (g = 980.6199 gals.).
 RJ0514
 RJ0514.The modeled gravity was interpolated from observed gravity values.
 RJ0514
 RJ0514;                    North         East    Units  Estimated Accuracy
 RJ0514;SPC MI N     -   147,110.    8,093,210.      MT  (+/- 180 meters Scaled)
 RJ0514
 RJ0514                          SUPERSEDED SURVEY CONTROL
 RJ0514
 RJ0514  NGVD 29 (??/??/92)  225.16   (m)          738.7    (f) COMPUTED    1 0
 RJ0514
 RJ0514.Superseded values are not recommended for survey control.
 RJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0514.See file dsdata.txt to determine how the superseded data were derived.
 RJ0514
 RJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES931059(NAD 83)
 RJ0514_MARKER: DZ = AZIMUTH MARK DISK
 RJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0514_STAMPING: LONG 1965
 RJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0514+STABILITY: SURFACE MOTION
 RJ0514
 RJ0514  HISTORY     - Date     Condition        Report By
 RJ0514  HISTORY     - 1965     MONUMENTED       CGS
 RJ0514  HISTORY     - 1972     GOOD             NGS
 RJ0514  HISTORY     - 19950530 MARK NOT FOUND   USPSQD
 RJ0514  HISTORY     - 19950816 GOOD             USPSQD
 RJ0514  HISTORY     - 20021030 GOOD             MIDT
 RJ0514
 RJ0514                          STATION DESCRIPTION
 RJ0514
 RJ0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0514'5 MI W FROM GOULD CITY.
 RJ0514'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0514'OFFICE AT GOULD CITY, THENCE 4.65 MILES WEST ALONG U.S. HIGHWAY
 RJ0514'2, ABOUT 0.15 MILE EAST OF A SMALL CONCRETE BLOCK BUILDING ALONG
 RJ0514'THE NORTH SIDE OF THE HIGHWAY, 135 FEET SOUTH OF THE CENTER
 RJ0514'LINE OF THE HIGHWAY, 2 FEET SOUTHEAST OF POWER POLE 1821 (MOST
 RJ0514'NORTHERLY ONE OF TWO POLES), 1.5 FEET NORTHEAST OF A METAL
 RJ0514'WITNESS POST, 3 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 RJ0514'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 RJ0514'OF THE GROUND.  SEC 27, T 43 N, R 12 W.
 RJ0514
 RJ0514                          STATION RECOVERY (1995)
 RJ0514
 RJ0514'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0514'MARK NOT FOUND.
 RJ0514
 RJ0514                          STATION RECOVERY (1995)
 RJ0514
 RJ0514'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0514'RECOVERED IN GOOD CONDITION.
 RJ0514
 RJ0514                          STATION RECOVERY (2002)
 RJ0514
 RJ0514'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0514'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0513 ***********************************************************************
 RJ0513  DESIGNATION -  LONG RM 1
 RJ0513  PID         -  RJ0513
 RJ0513  STATE/COUNTY-  MI/MACKINAC
 RJ0513  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0513
 RJ0513                         *CURRENT SURVEY CONTROL
 RJ0513  ___________________________________________________________________
 RJ0513* NAD 83(1986)-  46 06 02.     (N)    085 46 58.     (W)     SCALED    
 RJ0513* NAVD 88     -       232.844  (meters)     763.92   (feet)  ADJUSTED  
 RJ0513  ___________________________________________________________________
 RJ0513  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0513  DYNAMIC HT  -         232.857 (meters)     763.97  (feet)  COMP
 RJ0513  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RJ0513
 RJ0513  VERT ORDER  -  FIRST     CLASS 0
 RJ0513
 RJ0513.The horizontal coordinates were scaled from a topographic map and have
 RJ0513.an estimated accuracy of +/- 6 seconds.
 RJ0513
 RJ0513.The orthometric height was determined by differential leveling
 RJ0513.and adjusted by the National Geodetic Survey in June 1991..
 RJ0513
 RJ0513.The geoid height was determined by GEOID03.
 RJ0513
 RJ0513.The dynamic height is computed by dividing the NAVD 88
 RJ0513.geopotential number by the normal gravity value computed on the
 RJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0513.degrees latitude (g = 980.6199 gals.).
 RJ0513
 RJ0513.The modeled gravity was interpolated from observed gravity values.
 RJ0513
 RJ0513;                    North         East    Units  Estimated Accuracy
 RJ0513;SPC MI N     -   147,120.    8,094,110.      MT  (+/- 180 meters Scaled)
 RJ0513
 RJ0513                          SUPERSEDED SURVEY CONTROL
 RJ0513
 RJ0513  NGVD 29 (??/??/92)  232.81   (m)          763.8    (f) COMPUTED    1 0
 RJ0513
 RJ0513.Superseded values are not recommended for survey control.
 RJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0513.See file dsdata.txt to determine how the superseded data were derived.
 RJ0513
 RJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES940059(NAD 83)
 RJ0513_MARKER: DR = REFERENCE MARK DISK
 RJ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0513_STAMPING: LONG NO 1 1965
 RJ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0513+STABILITY: SURFACE MOTION
 RJ0513
 RJ0513  HISTORY     - Date     Condition        Report By
 RJ0513  HISTORY     - 1965     MONUMENTED       CGS
 RJ0513  HISTORY     - 1972     GOOD             NGS
 RJ0513  HISTORY     - 19950530 GOOD             USPSQD
 RJ0513  HISTORY     - 19950816 GOOD             USPSQD
 RJ0513  HISTORY     - 20010331 GOOD             NGS
 RJ0513  HISTORY     - 20021030 GOOD             MIDT
 RJ0513  HISTORY     - 20040416 GOOD             USPSQD
 RJ0513  HISTORY     - 20060915 MARK NOT FOUND   USPSQD
 RJ0513
 RJ0513                          STATION DESCRIPTION
 RJ0513
 RJ0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0513'4.4 MI W FROM GOULD CITY.
 RJ0513'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD NO. 1130 FROM THE POST
 RJ0513'OFFICE AT GOULD CITY, THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY
 RJ0513'2, ABOUT 0.1 MILE SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 RJ0513'BIRCH MOTEL AND CABINS, 92 FEET SOUTH OF THE CENTER LINE OF THE
 RJ0513'HIGHWAY, 12 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD,
 RJ0513'62.1 FEET NORTH OF THE STATION MARK DESCRIBED, 19 FEET NORTHEAST
 RJ0513'OF POWER POLE NO. 1812 (MOST NORTHERLY ONE OF TWO POLES), 99.2
 RJ0513'FEET NORTHWEST OF RM 2 DESCRIBED, 6 FEET ABOVE THE LEVEL OF THE
 RJ0513'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 RJ0513'ABOVE THE LEVEL OF THE GROUND.  SEC 22, T 43 N, R 12 W.
 RJ0513
 RJ0513                          STATION RECOVERY (1995)
 RJ0513
 RJ0513'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0513'RECOVERED IN GOOD CONDITION.
 RJ0513
 RJ0513                          STATION RECOVERY (1995)
 RJ0513
 RJ0513'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0513'RECOVERED IN GOOD CONDITION.
 RJ0513
 RJ0513                          STATION RECOVERY (2001)
 RJ0513
 RJ0513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0513'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0513
 RJ0513                          STATION RECOVERY (2002)
 RJ0513
 RJ0513'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0513'RECOVERED AS DESCRIBED
 RJ0513
 RJ0513                          STATION RECOVERY (2004)
 RJ0513
 RJ0513'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0513'RECOVERED IN GOOD CONDITION.
 RJ0513
 RJ0513                          STATION RECOVERY (2006)
 RJ0513
 RJ0513'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0513'LARGE STEEL POLES FOR A RECENTLY CONSTRUCTED POWER LINE HAVE BEEN
 RJ0513'ERECTED AT SITE SINCE LAST RECOVERY. MEASUREMENTS AND USE OF METAL
 RJ0513'DETECTOR FAILED TO LOCATE RM 1.  LONG AND LONG RM 2 WERE SPARED AND
 RJ0513'FOUND IN GOOD CONDITION. WITNESS POST LOST FOR RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0511 ***********************************************************************
 RJ0511  DESIGNATION -  LONG RM 2
 RJ0511  PID         -  RJ0511
 RJ0511  STATE/COUNTY-  MI/MACKINAC
 RJ0511  USGS QUAD   -  MILAKOKIA LAKE (1972)
 RJ0511
 RJ0511                         *CURRENT SURVEY CONTROL
 RJ0511  ___________________________________________________________________
 RJ0511* NAD 83(1986)-  46 06 02.     (N)    085 46 58.     (W)     SCALED    
 RJ0511* NAVD 88     -       232.860  (meters)     763.97   (feet)  ADJUSTED  
 RJ0511  ___________________________________________________________________
 RJ0511  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0511  DYNAMIC HT  -         232.873 (meters)     764.02  (feet)  COMP
 RJ0511  MODELED GRAV-     980,662.1   (mgal)                       NAVD 88
 RJ0511
 RJ0511  VERT ORDER  -  FIRST     CLASS 0
 RJ0511
 RJ0511.The horizontal coordinates were scaled from a topographic map and have
 RJ0511.an estimated accuracy of +/- 6 seconds.
 RJ0511
 RJ0511.The orthometric height was determined by differential leveling
 RJ0511.and adjusted by the National Geodetic Survey in June 1991..
 RJ0511
 RJ0511.The geoid height was determined by GEOID03.
 RJ0511
 RJ0511.The dynamic height is computed by dividing the NAVD 88
 RJ0511.geopotential number by the normal gravity value computed on the
 RJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0511.degrees latitude (g = 980.6199 gals.).
 RJ0511
 RJ0511.The modeled gravity was interpolated from observed gravity values.
 RJ0511
 RJ0511;                    North         East    Units  Estimated Accuracy
 RJ0511;SPC MI N     -   147,120.    8,094,110.      MT  (+/- 180 meters Scaled)
 RJ0511
 RJ0511                          SUPERSEDED SURVEY CONTROL
 RJ0511
 RJ0511  NGVD 29 (??/??/92)  232.83   (m)          763.9    (f) COMPUTED    1 0
 RJ0511
 RJ0511.Superseded values are not recommended for survey control.
 RJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0511.See file dsdata.txt to determine how the superseded data were derived.
 RJ0511
 RJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES940059(NAD 83)
 RJ0511_MARKER: DR = REFERENCE MARK DISK
 RJ0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0511_STAMPING: LONG NO 2 1965
 RJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0511+STABILITY: SURFACE MOTION
 RJ0511
 RJ0511  HISTORY     - Date     Condition        Report By
 RJ0511  HISTORY     - 1965     MONUMENTED       CGS
 RJ0511  HISTORY     - 1972     GOOD             NGS
 RJ0511  HISTORY     - 19950530 GOOD             USPSQD
 RJ0511  HISTORY     - 19950816 GOOD             USPSQD
 RJ0511  HISTORY     - 20021030 GOOD             MIDT
 RJ0511  HISTORY     - 20021111 GOOD             USPSQD
 RJ0511  HISTORY     - 20040416 GOOD             USPSQD
 RJ0511  HISTORY     - 20060915 GOOD             USPSQD
 RJ0511
 RJ0511                          STATION DESCRIPTION
 RJ0511
 RJ0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0511'4.4 MI W FROM GOULD CITY.
 RJ0511'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD NO. 1130 FROM THE POST
 RJ0511'OFFICE AT GOULD CITY, THENCE 4.1 MILES WEST ALONG U.S. HIGHWAY
 RJ0511'2, ABOUT 0.1 MILE SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE
 RJ0511'BIRCH MOTEL AND CABINS, 152 FEET SOUTH OF THE CENTER LINE OF THE
 RJ0511'HIGHWAY, 13 1/2 FEET NORTHEAST OF THE CENTER LINE OF A TRACK
 RJ0511'ROAD, 80.9 FEET EAST OF THE STATION MARK DESCRIBED, 99.2 FEET
 RJ0511'SOUTHEAST OF RM 1 DESCRIBED, ABOUT 8 FEET ABOVE THE LEVEL OF
 RJ0511'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 RJ0511'INCHES ABOVE THE LEVEL OF THE GROUND.  SEC 27, T 43 N, R 12 W.
 RJ0511
 RJ0511                          STATION RECOVERY (1995)
 RJ0511
 RJ0511'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0511'RECOVERED IN GOOD CONDITION.
 RJ0511
 RJ0511                          STATION RECOVERY (1995)
 RJ0511
 RJ0511'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0511'RECOVERED IN GOOD CONDITION.
 RJ0511
 RJ0511                          STATION RECOVERY (2002)
 RJ0511
 RJ0511'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0511'RECOVERED AS DESCRIBED
 RJ0511
 RJ0511                          STATION RECOVERY (2002)
 RJ0511
 RJ0511'RECOVERY NOTE BY US POWER SQUADRON 2002
 RJ0511'RECOVERED IN GOOD CONDITION.
 RJ0511
 RJ0511                          STATION RECOVERY (2004)
 RJ0511
 RJ0511'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0511'RECOVERED IN GOOD CONDITION.
 RJ0511
 RJ0511                          STATION RECOVERY (2006)
 RJ0511
 RJ0511'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0507 ***********************************************************************
 PL0507  DESIGNATION -  LOON
 PL0507  PID         -  PL0507
 PL0507  STATE/COUNTY-  MI/MISSAUKEE
 PL0507  USGS QUAD   -  
 PL0507
 PL0507                         *CURRENT SURVEY CONTROL
 PL0507  ___________________________________________________________________
 PL0507* NAD 83(1994)-  44 25 57.89039(N)    085 10 17.91618(W)     ADJUSTED  
 PL0507* NAVD 88     -       462.5    (meters)    1517.     (feet)  VERTCON   
 PL0507  ___________________________________________________________________
 PL0507  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 PL0507  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 PL0507
 PL0507  HORZ ORDER  -  FIRST
 PL0507
 PL0507.The horizontal coordinates were established by classical geodetic methods
 PL0507.and adjusted by the National Geodetic Survey in February 1997..
 PL0507
 PL0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0507
 PL0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0507
 PL0507.The geoid height was determined by GEOID03.
 PL0507
 PL0507;                    North         East     Units Scale Factor Converg.
 PL0507;SPC MI C     -   124,337.989 5,935,911.125   MT  0.99995216   -0 34 07.1
 PL0507;SPC MI C     -   407,933.03 19,474,774.03   iFT  0.99995216   -0 34 07.1
 PL0507;UTM  16      - 4,921,564.666   645,517.749   MT  0.99986042   +1 16 48.7
 PL0507
 PL0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0507!SPC MI C     -   0.99993273  x   0.99995216  =   0.99988489
 PL0507!UTM  16      -   0.99993273  x   0.99986042  =   0.99979316
 PL0507
 PL0507|---------------------------------------------------------------------|
 PL0507| PID    Reference Object                     Distance      Geod. Az  |
 PL0507|                                                           dddmmss.s |
 PL0507| CH1347 LOON RM 2                            14.681 METERS 14835     |
 PL0507| PL0500 GARFIELD                            APPROX.18.1 KM 3531813.2 |
 PL0507| CH1346 LOON RM 1                             8.254 METERS 35906     |
 PL0507|---------------------------------------------------------------------|
 PL0507
 PL0507                          SUPERSEDED SURVEY CONTROL
 PL0507
 PL0507  NAD 83(1986)-  44 25 57.88798(N)    085 10 17.91490(W) AD(       ) 1
 PL0507  NAD 27      -  44 25 57.85239(N)    085 10 17.74254(W) AD(       ) 1
 PL0507  NGVD 29 (07/19/86)  462.6    (m)         1518.     (f) VERT ANG       
 PL0507
 PL0507.Superseded values are not recommended for survey control.
 PL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0507.See file dsdata.txt to determine how the superseded data were derived.
 PL0507
 PL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ4551821565(NAD 83)
 PL0507_MARKER: DH = HORIZONTAL CONTROL DISK
 PL0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0507_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PL0507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 PL0507
 PL0507  HISTORY     - Date     Condition        Report By
 PL0507  HISTORY     - 1980     MONUMENTED       NGS
 PL0507  HISTORY     - 1980     GOOD             MIDH
 PL0507  HISTORY     - 19940614 GOOD             USPSQD
 PL0507  HISTORY     - 20010806 GOOD             NGS
 PL0507  HISTORY     - 20010815 GOOD             NGS
 PL0507
 PL0507                          STATION DESCRIPTION
 PL0507
 PL0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0507'THE STATION IS LOCATED ABOUT 18.1 KM (11-1/4 MI) EAST OF
 PL0507'MANTON, 14.1 KM (8-3/4 MI) WEST-SOUTHWEST OF MOORESTOWN,
 PL0507'12.1 KM (7-1/2 MI) NORTH-NORTHEAST OF LAKE CITY, AND IN THE
 PL0507'NW1/4,S33,T24N,R7W OF PIONEER TOWNSHIP.  PERMISSION FOR THE
 PL0507'STATION WAS OBTAINED FROM MR. ROBERT SLATER, MICHIGAN
 PL0507'DEPARTMENT OF NATURAL RESOURSES, KALKASKA, MI 49646.
 PL0507'
 PL0507'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 PL0507'55 AND 66, AT THE NORTH EDGE OF LAKE CITY, GO NORTH ON
 PL0507'STATE HIGHWAY 66 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF
 PL0507'STATE HIGHWAY 42, ON THE LEFT.  CONTINUE NORTH ON
 PL0507'HIGHWAY 66 FOR 6.3 KM (3.9 MI) TO A GRAVEL CROSSROAD.
 PL0507'TURN RIGHT AND GO EAST ON RHOBY ROAD FOR 3.8 KM (2.35 MI)
 PL0507'TO A TRACK ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE
 PL0507'TRACK ROAD FOR 0.8 KM (0.5 MI) TO A SADDLE, WHERE THE ROAD
 PL0507'STARTS DOWNHILL.  TURN RIGHT AND GO EAST AND NORTHEAST UPHILL
 PL0507'ON A CLEARED ROAD FOR 0.5 KM (0.3 MI) TO THE HIGHEST PART
 PL0507'AND THE STATION.
 PL0507'
 PL0507'THE STATION IS A STANDARD NGS DISK
 PL0507'STAMPED---LOON 1980---,
 PL0507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER
 PL0507'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 PL0507'5.2 METERS (17.1 FT) SOUTHEAST FROM A TRIANGLE BLAZED MULTIPLE
 PL0507'TRUNKED TREE,
 PL0507'3.0 METERS (9.8 FT) WEST FROM A TRIANGLE BLAZED TWIN-TRUNKED TREE,
 PL0507'AND
 PL0507'0.85 METER (2.78 FT) SOUTH-SOUTHEAST FROM A METAL WITNESS POST.
 PL0507'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PL0507'STAMPED---LOON 1980---,
 PL0507'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PL0507'
 PL0507'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PL0507'STAMPED---LOON NO 1 1980---,
 PL0507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 34 CM IN DIAMETER
 PL0507'RECESSED 4 CM BELOW THE GROUND.  IT IS LOCATED
 PL0507'0.85 METER (2.8 FT) SOUTH FROM A METAL WITNESS POST AND
 PL0507'0.6 METER (2.0 FT) NORTH FROM A MAPLE TREE.
 PL0507'MARK IS BELOW STATION 0.3 METER.
 PL0507'
 PL0507'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PL0507'STAMPED---LOON NO 2 1980---,
 PL0507'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 39 CM IN DIAMETER
 PL0507'RECESSED 3 CM BELOW THE GROUND.  IT IS LOCATED
 PL0507'9.0 METERS (29.5 FT) NORTH-NORTHWEST FROM THE TRIANGLE BLAZED
 PL0507'TWIN-TRUNKED TREE,
 PL0507'7.92 METERS (26.0 FT) NORTH-NORTHEAST FROM THE MULTIPLE TRUNKED
 PL0507'TREE, AND
 PL0507'1.05 METERS (3.4 FT) EAST-NORTHEAST FROM A METAL WITNESS POST.
 PL0507'MARK IS BELOW STATION 1.1 METERS.
 PL0507'
 PL0507'NO MEASUREMENT BETWEEN REFERENCE MARKS BECAUSE OF TREES AND
 PL0507'BRUSH ON LINE.
 PL0507'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.4 METERS.
 PL0507'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR
 PL0507'AN AZIMUTH MARK.
 PL0507'
 PL0507'DESCRIBED BY R.L. ZURFLUH.
 PL0507
 PL0507                          STATION RECOVERY (1980)
 PL0507
 PL0507'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0507'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0507'CONDITION.
 PL0507'
 PL0507'TO REACH DESCRIPTION OF 1980 IS GOOD.  LAST LEG IS WALK OR BY
 PL0507'FOUR WHEEL DRIVE.
 PL0507
 PL0507                          STATION RECOVERY (1994)
 PL0507
 PL0507'RECOVERY NOTE BY US POWER SQUADRON 1994
 PL0507'RECOVERED IN GOOD CONDITION.
 PL0507
 PL0507                          STATION RECOVERY (2001)
 PL0507
 PL0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PL0507
 PL0507                          STATION RECOVERY (2001)
 PL0507
 PL0507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0507'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0675 ***********************************************************************
 QL0675  DESIGNATION -  LORETTA AZ MK
 QL0675  PID         -  QL0675
 QL0675  STATE/COUNTY-  MI/DICKINSON
 QL0675  USGS QUAD   -  VULCAN (1955)
 QL0675
 QL0675                         *CURRENT SURVEY CONTROL
 QL0675  ___________________________________________________________________
 QL0675* NAD 83(1994)-  45 46 12.74392(N)    087 46 08.38661(W)     ADJUSTED  
 QL0675* NAVD 88     -       316.     (meters)    1037.     (feet)  SCALED    
 QL0675  ___________________________________________________________________
 QL0675  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 QL0675  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 QL0675
 QL0675  HORZ ORDER  -  THIRD
 QL0675
 QL0675.The horizontal coordinates were established by classical geodetic methods
 QL0675.and adjusted by the National Geodetic Survey in February 1997..
 QL0675.No horizontal observational check was made to the station.
 QL0675
 QL0675.The orthometric height was scaled from a topographic map.
 QL0675
 QL0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0675
 QL0675.The geoid height was determined by GEOID03.
 QL0675
 QL0675;                    North         East     Units Scale Factor Converg.
 QL0675;SPC MI N     -   109,975.939 7,940,189.246   MT  0.99994299   -0 33 21.0
 QL0675;SPC MI N     -   360,813.45 26,050,489.65   iFT  0.99994299   -0 33 21.0
 QL0675;SPC WI N     -    69,516.570   773,506.783   MT  0.99996928   +1 36 33.8
 QL0675;SPC WI N     -   228,072.28  2,537,746.84   sFT  0.99996928   +1 36 33.8
 QL0675;UTM  16      - 5,068,803.909   440,208.869   MT  0.99964395   -0 33 03.7
 QL0675
 QL0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0675!SPC MI N     -   0.99995591  x   0.99994299  =   0.99989891
 QL0675!SPC WI N     -   0.99995591  x   0.99996928  =   0.99992520
 QL0675!UTM  16      -   0.99995591  x   0.99964395  =   0.99959988
 QL0675
 QL0675                          SUPERSEDED SURVEY CONTROL
 QL0675
 QL0675  NAD 83(1994)-  45 46 12.74407(N)    087 46 08.17567(W) AD(       ) 3
 QL0675
 QL0675.Superseded values are not recommended for survey control.
 QL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0675.See file dsdata.txt to determine how the superseded data were derived.
 QL0675
 QL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4020968804(NAD 83)
 QL0675_MARKER: DZ = AZIMUTH MARK DISK
 QL0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0675_SP_SET: SQUARE CONCRETE MONUMENT
 QL0675_STAMPING: LORETTA 1954
 QL0675_MARK LOGO: CGS   
 QL0675_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0675+STABILITY: SURFACE MOTION
 QL0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0675+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1984
 QL0675
 QL0675  HISTORY     - Date     Condition        Report By
 QL0675  HISTORY     - 1954     MONUMENTED       CGS
 QL0675  HISTORY     - 19840823 GOOD             NGS
 QL0675  HISTORY     - 20010331 GOOD             NGS
 QL0675  HISTORY     - 20020911 GOOD             USPSQD
 QL0675  HISTORY     - 20060904 GOOD             GEOCAC
 QL0675
 QL0675                          STATION DESCRIPTION
 QL0675
 QL0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QL0675'STATION IS LOCATED IN QUAD. 450874, ABOUT 8.05 KM (5.00 MI) EAST OF
 QL0675'VULCAN, ON A SMALL BARE HILL ALONG THE RIGHT-OF-WAY OF A GRAVEL ROAD.
 QL0675'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND THE MAIN STREET
 QL0675'IN NORWAY WITH THE CAUTION LIGHT, GO EASTERLY ON U.S. HIGHWAY 2 FOR
 QL0675'3.86 KM (2.40 MI) TO A CROSSROAD IN THE NORTH EDGE OF VULCAN.
 QL0675'CONTINUE EAST ON HIGHWAY 2 FOR 7.56 KM (4.70 MI) TO A GRAVEL ROAD
 QL0675'LEFT.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO
 QL0675'THE AZIMUTH MARK ON LEFT OR WEST SIDE OF GRAVEL ROAD AS DESCRIBED.
 QL0675'AZIMUTH MARK 1 IS SET FLUSH WITH THE GROUND.  IT IS 10.363 M
 QL0675'(33.999 FT) WEST FROM THE CENTER OF THE GRAVEL ROAD, 0.914 M
 QL0675'(2.999 FT) NORTH FROM A WP, 0.610 M (2.001 FT) EAST FROM A
 QL0675'NORTH-SOUTH FENCE LINE AND 0.305 M (1.001 FT) EAST FROM A MWP.
 QL0675'A TRAVERSE CONNECTION WAS MADE TO STATION LORETTA 1954 USING
 QL0675'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QL0675'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QL0675'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QL0675
 QL0675                          STATION RECOVERY (2001)
 QL0675
 QL0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0675
 QL0675                          STATION RECOVERY (2002)
 QL0675
 QL0675'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0675'RECOVERED IN GOOD CONDITION.
 QL0675
 QL0675                          STATION RECOVERY (2006)
 QL0675
 QL0675'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 QL0675'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0672 ***********************************************************************
 QL0672  DESIGNATION -  LORETTA RESET
 QL0672  PID         -  QL0672
 QL0672  STATE/COUNTY-  MI/DICKINSON
 QL0672  USGS QUAD   -  VULCAN (1955)
 QL0672
 QL0672                         *CURRENT SURVEY CONTROL
 QL0672  ___________________________________________________________________
 QL0672* NAD 83(1994)-  45 46 21.19809(N)    087 46 08.66695(W)     ADJUSTED  
 QL0672* NAVD 88     -       322.6    (meters)    1058.     (feet)  GPS OBS   
 QL0672  ___________________________________________________________________
 QL0672  X           -     173,485.563 (meters)                     COMP
 QL0672  Y           -  -4,453,293.136 (meters)                     COMP
 QL0672  Z           -   4,547,856.542 (meters)                     COMP
 QL0672  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 QL0672  ELLIP HEIGHT-         287.79  (meters)          (07/17/02) GPS OBS
 QL0672  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 QL0672
 QL0672  HORZ ORDER  -  FIRST
 QL0672  ELLP ORDER  -  FOURTH    CLASS I
 QL0672
 QL0672.The horizontal coordinates were established by GPS observations
 QL0672.and adjusted by the National Geodetic Survey in February 1997..
 QL0672
 QL0672.The orthometric height was determined by GPS observations and a
 QL0672.high-resolution geoid model.
 QL0672
 QL0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0672
 QL0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0672
 QL0672.The ellipsoidal height was determined by GPS observations
 QL0672.and is referenced to NAD 83.
 QL0672
 QL0672.The geoid height was determined by GEOID03.
 QL0672
 QL0672;                    North         East     Units Scale Factor Converg.
 QL0672;SPC MI N     -   110,236.986 7,940,185.721   MT  0.99994262   -0 33 21.2
 QL0672;SPC MI N     -   361,669.90 26,050,478.09   iFT  0.99994262   -0 33 21.2
 QL0672;SPC WI N     -    69,777.304   773,493.398   MT  0.99996900   +1 36 33.6
 QL0672;SPC WI N     -   228,927.70  2,537,702.92   sFT  0.99996900   +1 36 33.6
 QL0672;UTM  16      - 5,069,064.877   440,205.324   MT  0.99964396   -0 33 04.0
 QL0672
 QL0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0672!SPC MI N     -   0.99995488  x   0.99994262  =   0.99989751
 QL0672!SPC WI N     -   0.99995488  x   0.99996900  =   0.99992389
 QL0672!UTM  16      -   0.99995488  x   0.99964396  =   0.99959886
 QL0672
 QL0672|---------------------------------------------------------------------|
 QL0672| PID    Reference Object                     Distance      Geod. Az  |
 QL0672|                                                           dddmmss.s |
 QL0672| QL0673 LORETTA RM 1                         18.294 METERS 09140     |
 QL0672| QL0675 LORETTA AZ MK                       261.085 METERS 17840     |
 QL0672| QL0674 LORETTA RM 2                         14.045 METERS 18315     |
 QL0672|---------------------------------------------------------------------|
 QL0672
 QL0672                          SUPERSEDED SURVEY CONTROL
 QL0672
 QL0672  ELLIP H (02/03/97)  287.77   (m)                       GP(       ) 4 1
 QL0672  NAD 83(1994)-  45 46 21.20004(N)    087 46 08.66401(W) AD(       ) 1
 QL0672  NAD 83(1994)-  45 46 21.19359(N)    087 46 08.66675(W) AD(       ) 3
 QL0672  NAD 83(1986)-  45 46 21.19405(N)    087 46 08.66668(W) AD(       ) 3
 QL0672  NAD 27      -  45 46 21.33800(N)    087 46 08.22100(W) AD(       ) 3
 QL0672
 QL0672.Superseded values are not recommended for survey control.
 QL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0672.See file dsdata.txt to determine how the superseded data were derived.
 QL0672
 QL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR4020569065(NAD 83)
 QL0672_MARKER: DH = HORIZONTAL CONTROL DISK
 QL0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0672_SP_SET: SQUARE CONCRETE MONUMENT
 QL0672_STAMPING: LORETTA 1954 1984
 QL0672_MARK LOGO: NGS   
 QL0672_PROJECTION: PROJECTING 3 CENTIMETERS
 QL0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0672+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2001
 QL0672
 QL0672  HISTORY     - Date     Condition        Report By
 QL0672  HISTORY     - 1984     MONUMENTED       NGS
 QL0672  HISTORY     - 19840823 GOOD             NGS
 QL0672  HISTORY     - 19840823 GOOD             NGS
 QL0672  HISTORY     - 19920421 GOOD             MIDT
 QL0672  HISTORY     - 20010331 GOOD             NGS
 QL0672  HISTORY     - 20010530 GOOD             UPENGN
 QL0672  HISTORY     - 20060904 GOOD             GEOCAC
 QL0672
 QL0672                          STATION DESCRIPTION
 QL0672
 QL0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QL0672'STATION IS LOCATED IN QUAD. 450874, ABOUT 8.05 KM (5.00 MI) EAST OF
 QL0672'VULCAN, ON A SMALL BARE HILL ALONG THE RIGHT-OF-WAY OF A GRAVEL ROAD.
 QL0672'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND THE MAIN STREET
 QL0672'IN NORWAY WITH THE CAUTION LIGHT, GO EASTERLY ON U.S. HIGHWAY 2 FOR
 QL0672'3.86 KM (2.40 MI) TO A CROSSROAD IN THE NORTH EDGE OF VULCAN.
 QL0672'CONTINUE EAST ON HIGHWAY 2 FOR 7.56 KM (4.70 MI) TO A GRAVEL ROAD
 QL0672'LEFT.  TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.32 KM (0.20 MI) TO
 QL0672'THE AZIMUTH MARK ON LEFT OR WEST SIDE OF GRAVEL ROAD AS DESCRIBED.
 QL0672'CONTINUE NORTH FOR 0.24 KM (0.15 MI) TO TOP OF SMALL HILL AND
 QL0672'STATION ON LEFT OR WEST SIDE OF ROAD AS DESCRIBED.
 QL0672'STATION PROJECTS ABOUT 1 INCH.  IT IS 10.363 M (33.999 FT) WEST FROM
 QL0672'THE CENTER OF THE GRAVEL ROAD, 1.524 M (5.000 FT) EAST FROM A
 QL0672'NORTH-SOUTH FENCE LINE AND 0.457 M (1.499 FT) EAST FROM A MWP.
 QL0672'A TRAVERSE CONNECTION WAS MADE TO THE AZIMUTH MARK USING ELECTRONIC
 QL0672'DISTANCE MEASURING EQUIPMENT.
 QL0672'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QL0672'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR-MICHIGAN.
 QL0672
 QL0672                          STATION RECOVERY (1984)
 QL0672
 QL0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 QL0672'THE STATION MARK WAS FOUND WITH THE TOP PART OF MONUMENT BROKEN OFF
 QL0672'AND LAYING ON ITS SIDE.  REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 QL0672'WAS FOUND IN GOOD CONDITION.  ALL MARK ARE NOW FLUSH WITH GROUND. THE
 QL0672'UNDERGROUND STATION MARK WAS RECOVERED AND THIS POINT WAS HELD TO SET
 QL0672'A NEW SURFACE DISK.  THE DIRECTION FROM THE AZIMUTH MARK TO REFERENCE
 QL0672'MARK 2 CHECKED THE OLD DATA, THE DISTANCE TO REFERENCE MARK 2 WAS
 QL0672'FOUND TO BE SHORTER BY 0.041 METER (0.135 FT) THE DIRECTION FROM THE
 QL0672'AZIMUTH MARK TO REFERENCE MARK 1 DID NOT COMPARE WITH THE OLD DATA NOR
 QL0672'DID THE ANGLE BETWEEN REFERENCE MARK 1 AND 2. THE DISTANCE TO
 QL0672'REFERENCE MARK 1 WAS ALSO FOUND TO BE SHORTER BY 0.026 OF A METER.
 QL0672'THE TO REACH FOR THIS STATION IS STILL ADEQUATE TO FIND THE STATION.
 QL0672' 
 QL0672'THE STATION IS A STANDARD NGS DISK STAMPED--LORETTA 1954 1984--,  SET
 QL0672'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 QL0672'DIAMETER, PROJECTING 1 INCH (3 CM) ABOVE THE GROUND.  THE STATION IS
 QL0672'LOCATED 10.363 METERS (33.999 FT) WEST FROM THE APPROXIMATE CENTERLINE
 QL0672'OF GRAVEL ROAD, 1.524 METERS (5.000 FT) EAST FROM A NORTH-SOUTH FENCE
 QL0672'LINE AND 0.457 METERS (1.499 FT) EAST FROM A METAL WITNESS POST.
 QL0672' 
 QL0672'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--LORETTA NO 1
 QL0672'1954--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 QL0672'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 QL0672'7.315 METERS (23.999 FT) EAST FROM THE APPROXIMATED CENTERLINE OF
 QL0672'GRAVEL ROAD, 0.305 METERS (1.001 FT) WEST FROM A NORTH SOUTH FENCE
 QL0672'LINE AND 0.305 METERS (1.001 FT) NORTH FROM A WITNESS POST AND 1.2
 QL0672'METERS (3.9 FT) HIGHER THAN THE STATION.
 QL0672' 
 QL0672'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--LORETTA NO 2
 QL0672'1954--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES
 QL0672'(30 CM) IN DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED
 QL0672'11.582 METERS (37.999 FT) WEST FROM THE APPROXIMATE CENTERLINE OF
 QL0672'GRAVEL ROAD, 0.305 METERS (1.001 FT) EAST FROM A NORTH SOUTH FENCE
 QL0672'LINE AND 0.305 METERS (1.001 FT) NORTH FROM A WITNESS POST AND 0.5
 QL0672'METER (1.6 FT) LOWER THAN THE STATION.
 QL0672' 
 QL0672'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--LORETTA 1954--, SET
 QL0672'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (30 CM) IN
 QL0672'DIAMETER, FLUSH WITH GROUND.  THE STATION IS LOCATED 10.363 METERS
 QL0672'(33.999 FT) WEST FROM THE APPROXIMATE CENTERLINE OF GRAVEL ROAD,
 QL0672'0.914 METERS (2.999 FT) NORTH FROM A 4 X 4 INCH WHITE WOODEN
 QL0672'WITNESS POST, 0.610 METERS (2.001 FT) EAST FROM A NORTH-SOUTH FENCE
 QL0672'LINE AND 0.305 METERS (1.001 FT) EAST FROM A METAL WITNESS POST.
 QL0672'STATION IS LOCATED ABOUT 5.0 MILES (8.0 KM) EAST OF VULCAN ON A SMALL
 QL0672'BARE HILL ALONG THE RIGHT-OF-WAY OF A GRAVEL ROAD.  TO REACH FROM THE
 QL0672'INTERSECTION OF U.S HIGHWAY 2 AND THE MAIN STREET IN NORWAY GO
 QL0672'EASTERLY ON U.S HIGHWAY 2 FOR 2.4 MILES (3.9 KM) TO A CROSSROADS IN
 QL0672'THE NORTH EDGE OF VULCAN.  CONTINUE EAST ON HIGHWAY 2 FOR 4.7 MILES
 QL0672'(7.6 KM) TO A PAVED ROAD LEFT WHICH TURNS INTO GRAVEL.  TURN LEFT AND
 QL0672'GO NORTH FOR 0.2 MILE (0.3 KM) TO THE STATION ON LEFT AS DESCRIBED.
 QL0672
 QL0672                          STATION RECOVERY (1992)
 QL0672
 QL0672'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (BRT)
 QL0672'STATION IS LOCATED IN QUAD. 450874,  ABOUT 2 MILES (3.2 KM) EAST OF
 QL0672'LORETTO, ABOUT 3-3/4 MILES WEST ALONG UNITED STATES HIGHWAY 2 FROM THE
 QL0672'DICKINSON - MENOMINEE COUNTY LINE,  NEAR CENTER OF SECTION 16, T-39-N,
 QL0672'R-28-W, WAUCEDAH TOWNSHIP, AND ON THE VULCAN QUADRANGLE MAP.
 QL0672' 
 QL0672'TO REACH FROM THE FLASHING TRAFFIC LIGHT ON UNITED STATES HIGHWAY 2 IN
 QL0672'LORETTO PROCEED 2.25 MI (3.62 KM) EAST ALONG UNITED STATES HIGHWAY 2
 QL0672'TO A PAVED ROAD NORTHEAST.  FOLLOW PAVED ROAD 0.15 MI (0.24 KM) TO
 QL0672'WHERE PAVED ROAD BECOMES GRAVEL.   CONTINUE ON GRAVEL ROAD 0.15 MI
 QL0672'(0.24 KM) TO STATION ON LEFT AT TOP OF HILL.
 QL0672' 
 QL0672'STATION IS SET IN CONCRETE MONUMENT 5.0 FT (1.5 M) EAST OF FENCE LINE,
 QL0672'29.0 FT (8.8 M) WEST OF CENTER OF ROAD, 46.0 FT (14.0 M) NORTH OF
 QL0672'LORETTA NO 2, 60.0 FT (18.3 M) WEST OF LORETTA NO 1, AND 1.0 FT (0.3
 QL0672'M) EAST OF A CARSONITE WITNESS POST.  NOTE AZIMUTH MARK NOT SEARCHED
 QL0672'FOR.
 QL0672
 QL0672                          STATION RECOVERY (2001)
 QL0672
 QL0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QL0672'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QL0672
 QL0672                          STATION RECOVERY (2001)
 QL0672
 QL0672'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2001 (ERF)
 QL0672'RECOVERED IN GOOD CONDITION.
 QL0672
 QL0672                          STATION RECOVERY (2006)
 QL0672
 QL0672'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 QL0672'RM1, RM2 AND AZ MARK ALSO RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0565 ***********************************************************************
 RK0565  DESIGNATION -  LOST
 RK0565  PID         -  RK0565
 RK0565  STATE/COUNTY-  MI/DICKINSON
 RK0565  USGS QUAD   -  RALPH SW (1986)
 RK0565
 RK0565                         *CURRENT SURVEY CONTROL
 RK0565  ___________________________________________________________________
 RK0565* NAD 83(1994)-  46 06 35.85844(N)    087 53 40.66130(W)     ADJUSTED  
 RK0565* NAVD 88     -       442.     (meters)    1450.     (feet)  SCALED    
 RK0565  ___________________________________________________________________
 RK0565  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 RK0565  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 RK0565
 RK0565  HORZ ORDER  -  FIRST
 RK0565
 RK0565.The horizontal coordinates were established by classical geodetic methods
 RK0565.and adjusted by the National Geodetic Survey in February 1997..
 RK0565
 RK0565.The orthometric height was scaled from a topographic map.
 RK0565
 RK0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0565
 RK0565.The geoid height was determined by GEOID03.
 RK0565
 RK0565;                    North         East     Units Scale Factor Converg.
 RK0565;SPC MI N     -   147,836.847 7,930,844.427   MT  0.99990750   -0 38 47.9
 RK0565;SPC MI N     -   485,029.03 26,019,830.80   iFT  0.99990750   -0 38 47.9
 RK0565;UTM  16      - 5,106,653.993   430,864.331   MT  0.99965876   -0 38 41.1
 RK0565
 RK0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0565!SPC MI N     -   0.99993600  x   0.99990750  =   0.99984351
 RK0565!UTM  16      -   0.99993600  x   0.99965876  =   0.99959478
 RK0565
 RK0565:                Primary Azimuth Mark                     Grid Az
 RK0565:SPC MI N     -  ALFRED                                   099 13 31.7
 RK0565:UTM  16      -  ALFRED                                   099 13 24.9
 RK0565
 RK0565|---------------------------------------------------------------------|
 RK0565| PID    Reference Object                     Distance      Geod. Az  |
 RK0565|                                                           dddmmss.s |
 RK0565| RK0557 ALFRED                              APPROX.18.1 KM 0983443.8 |
 RK0565| CJ3241 LOST RM 1                            22.473 METERS 16147     |
 RK0565| CJ3242 LOST RM 2                            19.596 METERS 30813     |
 RK0565|---------------------------------------------------------------------|
 RK0565
 RK0565                          SUPERSEDED SURVEY CONTROL
 RK0565
 RK0565  NAD 83(1986)-  46 06 35.85606(N)    087 53 40.65530(W) AD(       ) 1
 RK0565  NAD 27      -  46 06 36.04000(N)    087 53 40.17600(W) AD(       ) 1
 RK0565
 RK0565.Superseded values are not recommended for survey control.
 RK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0565.See file dsdata.txt to determine how the superseded data were derived.
 RK0565
 RK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS3086406654(NAD 83)
 RK0565_MARKER: DS = TRIANGULATION STATION DISK
 RK0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0565
 RK0565  HISTORY     - Date     Condition        Report By
 RK0565  HISTORY     - 1954     MONUMENTED       CGS
 RK0565  HISTORY     - 1956     GOOD             CGS
 RK0565
 RK0565                          STATION DESCRIPTION
 RK0565
 RK0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0565'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF FELCH AND 7-1/2
 RK0565'MILES EAST OF SAGOLA.  IT IS 37 FEET WEST OF A 10 INCH BASEWOOD TREE
 RK0565'WITH A TRIANGLE BLAZE AND 7 FEET SOUTHWEST OF A WITNESS POST.  THE
 RK0565'MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED LOST 1954.
 RK0565'
 RK0565'REFERENCE MARK NO 1 IS SOUTH OF THE STATION.  THE MARK PROJECTS 6
 RK0565'INCHES AND THE DISK IS STAMPED LOST NO 1 1954.
 RK0565'
 RK0565'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION.  THE MARK PROJECTS
 RK0565'4 INCHES AND DISK IS STAMPED LOST NO 2 1954.
 RK0565'
 RK0565'NO AZIMUTH MARK WAS SET DUE TO A WOODED AREA.
 RK0565'
 RK0565'TO REACH FROM THE RAILROAD DEPOT IN FELCH, GO NORTH FOR 0.25 MILE TO
 RK0565'THE JUNCTION OF STATE HIGHWAY M 69, TURN LEFT (WEST) ON STATE
 RK0565'HIGHWAY M 69 FOR 1.1 MILES TO A CROSSROADS, TURN RIGHT NORTHERLY FOR
 RK0565'6.0 MILES TO A SIDE ROAD LEFT AND A SIGN (SAGOLA 13), TURN LEFT
 RK0565'(WEST) ON A GRAVEL ROAD FOR 2.8 MILES TO A TRACK (WOODS) ROAD RIGHT,
 RK0565'TURN RIGHT (NORTH) ON THE WOODS ROAD FOR 0.1 MILE TO A FORK, KEEP
 RK0565'RIGHT FORK (NORTH) FOR 0.4 MILE TO A FORK, KEEP RIGHT FORK
 RK0565'(NORTH) FOR 0.05 MILE TO A FORK, KEEP LEFT FORK (NORTH) FOR 0.15
 RK0565'MILE TO A FORK, KEEP LEFT FORK NORTHERLY FOR 0.35 MILE TO A TRACK
 RK0565'ROAD LEFT, HERE KEEP RIGHT (NORTH-NORTHEAST) FOR 0.65 MILE TO A
 RK0565'FORK, KEEP LEFT FORK NORTHERLY FOR 0.05 MILE TO A FORK, KEEP RIGHT
 RK0565'FORK (NORTH-NORTHWEST) FOR 0.35 MILE TO A FORK, KEEP LEFT FORK
 RK0565'(NORTHWEST) FOR 0.25 MILE TO A SWAMP, TURN RIGHT (WEST) AND CROSS
 RK0565'THE SWAMP FOR 0.05 MILE.  HERE CONTINUE WESTERLY ON A BLAZED ROAD
 RK0565'THROUGH THE WOODS FOR 1.0 MILE, TURN LEFT (SOUTH) UP A SMALL GRADE
 RK0565'FOR 0.05 MILE AND THE STATION AS DESCRIBED.
 RK0565'
 RK0565'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 RK0565
 RK0565                          STATION RECOVERY (1956)
 RK0565
 RK0565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (FAR)
 RK0565'THE STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 WERE RECOVERED AND
 RK0565'FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION AND ROUTE TO REACH
 RK0565'THE STATION WERE CHECKED AND FOUND TO BE CORRECT.  A 4-WHEEL DRIVE
 RK0565'TRUCK IS NEEDED FOR THE LAST MILE THROUGH THE WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0213 ***********************************************************************
 NE0213  DESIGNATION -  LOT
 NE0213  PID         -  NE0213
 NE0213  STATE/COUNTY-  MI/ST CLAIR
 NE0213  USGS QUAD   -  MARINE CITY (1968)
 NE0213
 NE0213                         *CURRENT SURVEY CONTROL
 NE0213  ___________________________________________________________________
 NE0213* NAD 83(1986)-  42 37 42.     (N)    082 37 22.     (W)     SCALED    
 NE0213* NAVD 88     -       176.501  (meters)     579.07   (feet)  ADJUSTED  
 NE0213  ___________________________________________________________________
 NE0213  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0213  DYNAMIC HT  -         176.452 (meters)     578.91  (feet)  COMP
 NE0213  MODELED GRAV-     980,338.3   (mgal)                       NAVD 88
 NE0213
 NE0213  VERT ORDER  -  FIRST     CLASS 0
 NE0213
 NE0213.The horizontal coordinates were scaled from a topographic map and have
 NE0213.an estimated accuracy of +/- 6 seconds.
 NE0213
 NE0213.The orthometric height was determined by differential leveling
 NE0213.and adjusted by the National Geodetic Survey in June 1991..
 NE0213
 NE0213.The geoid height was determined by GEOID03.
 NE0213
 NE0213.The dynamic height is computed by dividing the NAVD 88
 NE0213.geopotential number by the normal gravity value computed on the
 NE0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0213.degrees latitude (g = 980.6199 gals.).
 NE0213
 NE0213.The modeled gravity was interpolated from observed gravity values.
 NE0213
 NE0213;                    North         East    Units  Estimated Accuracy
 NE0213;SPC MI S     -   126,810.    4,143,030.      MT  (+/- 180 meters Scaled)
 NE0213
 NE0213                          SUPERSEDED SURVEY CONTROL
 NE0213
 NE0213  NGVD 29 (??/??/92)  176.634  (m)          579.51   (f) ADJ UNCH    1 0
 NE0213
 NE0213.Superseded values are not recommended for survey control.
 NE0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0213.See file dsdata.txt to determine how the superseded data were derived.
 NE0213
 NE0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH669208(NAD 83)
 NE0213_MARKER: Z = SEE DESCRIPTION
 NE0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0213_SP_SET: IRON ROD
 NE0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0213
 NE0213  HISTORY     - Date     Condition        Report By
 NE0213  HISTORY     - 1968     MONUMENTED       USLS
 NE0213  HISTORY     - 1970     GOOD             USLS
 NE0213  HISTORY     - 19990501 MARK NOT FOUND   USPSQD
 NE0213
 NE0213                          STATION DESCRIPTION
 NE0213
 NE0213'DESCRIBED BY US LAKE SURVEY 1970
 NE0213'4.5 MI W FROM ALGONAC.
 NE0213'LOT IS IN ST. CLAIR COUNTY, MICHIGAN, ABOUT 4 1/2 MILES WEST
 NE0213'OF ALGONAC, ON SOUTH SIDE OF HIGHWAY M-29, IN COLONY ISLES
 NE0213'SUBDIVISION, ON NORTH CHANNEL OF ST. CLAIR RIVER, ABOUT 0.4
 NE0213'MILE SOUTHWEST OF INTERSECTION OF MARINA AND AQUA ISLE DRIVES,
 NE0213'375 FEET NORTHEAST OF CHANNEL EDGE, 83.4 FEET SOUTHEAST OF
 NE0213'EASTERLY CORNER OF DWELLING AT 7394 AQUA ISLE DR., 32 FEET
 NE0213'SOUTHEAST OF CENTERLINE OF STREET, 18.0 FEET EAST OF INNER
 NE0213'EDGE OF CURB, 2.8 FEET NORTHERLY OF EDISON CABLE AND MARKER NO.
 NE0213'P4-652-6, FLUSH WITH THE GROUND SURFACE, BEING HIGHEST POINT ON
 NE0213'TOP OF A IRON ROD SET INTO THE CONCRETE.  NOTE-- BM 1968
 NE0213
 NE0213                          STATION RECOVERY (1999)
 NE0213
 NE0213'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0439 ***********************************************************************
 PL0439  DESIGNATION -  LOVELLS
 PL0439  PID         -  PL0439
 PL0439  STATE/COUNTY-  MI/CRAWFORD
 PL0439  USGS QUAD   -  LOVELLS (1950)
 PL0439
 PL0439                         *CURRENT SURVEY CONTROL
 PL0439  ___________________________________________________________________
 PL0439* NAD 83(1994)-  44 46 29.90211(N)    084 28 48.75562(W)     ADJUSTED  
 PL0439* NAVD 88     -       372.     (meters)    1220.     (feet)  SCALED    
 PL0439  ___________________________________________________________________
 PL0439  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 PL0439  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 PL0439
 PL0439  HORZ ORDER  -  THIRD
 PL0439
 PL0439.The horizontal coordinates were established by classical geodetic methods
 PL0439.and adjusted by the National Geodetic Survey in February 1997..
 PL0439
 PL0439.The orthometric height was scaled from a topographic map.
 PL0439
 PL0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0439
 PL0439.The geoid height was determined by GEOID03.
 PL0439
 PL0439;                    North         East     Units Scale Factor Converg.
 PL0439;SPC MI C     -   162,053.123 5,991,013.252   MT  0.99991701   -0 04 48.7
 PL0439;SPC MI C     -   531,670.35 19,655,555.29   iFT  0.99991701   -0 04 48.7
 PL0439;UTM  16      - 4,961,042.064   699,374.423   MT  1.00008883   +1 46 31.2
 PL0439
 PL0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0439!SPC MI C     -   0.99994716  x   0.99991701  =   0.99986417
 PL0439!UTM  16      -   0.99994716  x   1.00008883  =   1.00003598
 PL0439
 PL0439|---------------------------------------------------------------------|
 PL0439| PID    Reference Object                     Distance      Geod. Az  |
 PL0439|                                                           dddmmss.s |
 PL0439| CH1349 LOVELLS RM 1                         10.026 METERS 03533     |
 PL0439| CH1350 LOVELLS RM 2                         13.173 METERS 13025     |
 PL0439| CH1348 LOVELLS AZ MK                                      1935022.5 |
 PL0439|---------------------------------------------------------------------|
 PL0439
 PL0439                          SUPERSEDED SURVEY CONTROL
 PL0439
 PL0439  NAD 83(1986)-  44 46 29.89425(N)    084 28 48.76177(W) AD(       ) 3
 PL0439  NAD 27      -  44 46 29.83962(N)    084 28 48.68869(W) AD(       ) 3
 PL0439
 PL0439.Superseded values are not recommended for survey control.
 PL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0439.See file dsdata.txt to determine how the superseded data were derived.
 PL0439
 PL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9937461042(NAD 83)
 PL0439_MARKER: DS = TRIANGULATION STATION DISK
 PL0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0439_STAMPING: LOVELLS 1949
 PL0439_MARK LOGO: CGS   
 PL0439_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0439+STABILITY: SURFACE MOTION
 PL0439
 PL0439  HISTORY     - Date     Condition        Report By
 PL0439  HISTORY     - 1949     MONUMENTED       CGS
 PL0439  HISTORY     - 1980     GOOD             MIDH
 PL0439  HISTORY     - 19930822 GOOD             USPSQD
 PL0439
 PL0439                          STATION DESCRIPTION
 PL0439
 PL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0439'STATION IS LOCATED ABOUT 2 MILES SOUTH OF LOVELLS AND 10 MILES
 PL0439'NORTHEAST OF GRAYLING ON THE EAST
 PL0439'END OF A LOW BRUSHY HILL OWNED BY THE STATE OF MICHIGAN.  IT IS ABOUT
 PL0439'300 FEET WEST OF THE CENTER OF THE
 PL0439'ROAD AND 5 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK
 PL0439'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 PL0439'LOVELLS 1949.
 PL0439'
 PL0439'REFERENCE MARK NO. 1 PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 PL0439'LOVELLS NO 1 1949.
 PL0439'
 PL0439'REFERENCE MARK NO. 2 PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 PL0439'LOVELLS NO 2 1949.
 PL0439'
 PL0439'AZIMUTH MARK IS 39 FEET WEST OF THE CENTER OF THE ROAD AND 2 FEET
 PL0439'NORTH OF A WHITE WITNESS POST.
 PL0439'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED LOVELLS
 PL0439'1949.
 PL0439'
 PL0439'TO REACH THE STATION FROM THE POST OFFICE IN GRAYLING GO EAST ON
 PL0439'MICHIGAN STREET FOR 0.7 MILE TO
 PL0439'DOWN RIVER ROAD, TURN RIGHT ON DOWN RIVER ROAD AND GO 9.7 MILES TO A
 PL0439'CROSSROAD, TURN LEFT AND GO 3.5 MILES TO
 PL0439'A T-ROAD LEFT, TURN LEFT AND GO 4.2 MILES TO A
 PL0439'REVERSE FORK RIGHT,* CONTINUE 0.4 MILE TO A DIRT
 PL0439'ROAD LEFT, JUST BEFORE REACHING A CURVE
 PL0439'LEFT, TURN LEFT ON DIRT ROAD AND GO ABOUT 100 FEET, THEN RIGHT UP
 PL0439'HILL TO THE TOP OF THE RIDGE AND
 PL0439'STATION AS DESCRIBED.
 PL0439'
 PL0439'*TO REACH THE AZIMUTH MARK FROM THIS POINT TURN SHARP RIGHT AND GO
 PL0439'0.05 MILE TO THE AZIMUTH MARK ON
 PL0439'THE RIGHT AS DESCRIBED.
 PL0439'
 PL0439'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 PL0439
 PL0439                          STATION RECOVERY (1980)
 PL0439
 PL0439'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0439'THE STATION MARK AND REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 PL0439'CONDITION.  THE AZIMUTH MARK WAS NOT LOOKED FOR.  THE DISTANCE AND
 PL0439'DIRECTIONS WERE NOT MEASURED.
 PL0439
 PL0439                          STATION RECOVERY (1993)
 PL0439
 PL0439'RECOVERY NOTE BY US POWER SQUADRON 1993 (DNM)
 PL0439'RECOVERED IN GOOD CONDITION. THE STATION, REFERENCE MARKS 1 AND 2 AND
 PL0439'THE AZIMUTH WERE ALL FOUND IN GOOD CONDITION.  FOR REFERENCE MARK 1
 PL0439'YOU MIGHT ADD THAT IS IS 33 FEET (10.1 M) FROM STATION IN AZIMUTH 220
 PL0439'DEGREES.  FOR REFERENCE MARK 2 IT IS 43.5 FEET (13.3 M) FROM STATION
 PL0439'IN AZIMUTH 318 DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5406 ***********************************************************************
 AH5406  DESIGNATION -  LOW
 AH5406  PID         -  AH5406
 AH5406  STATE/COUNTY-  MI/CHIPPEWA
 AH5406  USGS QUAD   -  OAK RIDGE (1976)
 AH5406
 AH5406                         *CURRENT SURVEY CONTROL
 AH5406  ___________________________________________________________________
 AH5406* NAD 83(1994)-  46 15 06.23664(N)    084 10 33.66855(W)     ADJUSTED  
 AH5406* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 AH5406  ___________________________________________________________________
 AH5406  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AH5406  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 AH5406
 AH5406  HORZ ORDER  -  THIRD
 AH5406
 AH5406.The horizontal coordinates were established by classical geodetic methods
 AH5406.and adjusted by the National Geodetic Survey in November 1998..
 AH5406
 AH5406.The orthometric height was scaled from a topographic map.
 AH5406
 AH5406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5406
 AH5406.The geoid height was determined by GEOID03.
 AH5406
 AH5406;                    North         East     Units Scale Factor Converg.
 AH5406;SPC MI N     -   167,081.763 8,217,693.548   MT  0.99990301   +2 02 28.1
 AH5406;SPC MI N     -   548,168.51 26,960,936.84   iFT  0.99990301   +2 02 28.1
 AH5406;UTM  16      - 5,125,893.890   717,669.872   MT  1.00018246   +2 02 26.9
 AH5406
 AH5406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5406!SPC MI N     -   0.99997763  x   0.99990301  =   0.99988064
 AH5406!UTM  16      -   0.99997763  x   1.00018246  =   1.00016008
 AH5406
 AH5406                          SUPERSEDED SURVEY CONTROL
 AH5406
 AH5406.No superseded survey control is available for this station.
 AH5406
 AH5406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1767025894(NAD 83)
 AH5406_MARKER: DD = SURVEY DISK
 AH5406_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AH5406+WITH SETTING: PAVEMENT
 AH5406_PROJECTION: FLUSH
 AH5406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5406+STABILITY: SURFACE MOTION
 AH5406
 AH5406  HISTORY     - Date     Condition        Report By
 AH5406  HISTORY     - 1988     MONUMENTED       NOS
 AH5406
 AH5406                          STATION DESCRIPTION
 AH5406
 AH5406'DESCRIBED BY NATIONAL OCEAN SERVICE 1988 (PBW)
 AH5406'THE STATION IS LOCATED ON THE SOUTHWEST PART OF NEEBISH ISLAND ON THE
 AH5406'SOUTHWEST CORNER OF A CONCRETE FOUNDATION WHICH SUPPORTS THE ROCK CUT
 AH5406'LOWER LEADING LIGHT.
 AH5406'TO REACH THE STATION FROM THE RAMP AT BARBEAU, 15 MILE ROAD, GO BY
 AH5406'BOAT SOUTHEAST FOR 3.3 MILES AND THE STATION ON THE FOUNDATION OF THE
 AH5406'LIGHT.
 AH5406'THE STATION IS A STANDARD NOS DISK STAMPED---LOW 1988---, SET INTO A
 AH5406'DRILL HOLE IN THE CONCRETE SLAB.  IT IS LOCATED 1.18 METERS (3.9 FEET)
 AH5406'SOUTH OF THE NW LEG OF THE LIGHT TOWER, 1.12 METERS (3.67 FEET) WEST
 AH5406'OF THE SW LEG OF THE LIGHT TOWER, AND 0.957 METER (3.14 FEET) NE OF
 AH5406'THE SW CORNER OF THE CONCRETE SLAB.
 AH5406'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 AH5406'DESCRIBED BY P B WALBOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0510 ***********************************************************************
 NE0510  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0510  DESIGNATION -  LOWELL
 NE0510  PID         -  NE0510
 NE0510  STATE/COUNTY-  MI/WAYNE
 NE0510  USGS QUAD   -  ROCKWOOD (1981)
 NE0510
 NE0510                         *CURRENT SURVEY CONTROL
 NE0510  ___________________________________________________________________
 NE0510* NAD 83(1986)-  42 05 28.     (N)    083 11 10.     (W)     SCALED    
 NE0510* NAVD 88     -       176.769  (meters)     579.95   (feet)  ADJUSTED  
 NE0510  ___________________________________________________________________
 NE0510  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0510  DYNAMIC HT  -         176.710 (meters)     579.76  (feet)  COMP
 NE0510  MODELED GRAV-     980,285.2   (mgal)                       NAVD 88
 NE0510
 NE0510  VERT ORDER  -  FIRST     CLASS I
 NE0510
 NE0510.The horizontal coordinates were scaled from a topographic map and have
 NE0510.an estimated accuracy of +/- 6 seconds.
 NE0510
 NE0510.The orthometric height was determined by differential leveling
 NE0510.and adjusted by the National Geodetic Survey in June 1991..
 NE0510
 NE0510.This Tidal Bench Mark is designated as VM 12935
 NE0510.by the Center for Operational Oceanographic Products and Services.
 NE0510
 NE0510.The geoid height was determined by GEOID03.
 NE0510
 NE0510.The dynamic height is computed by dividing the NAVD 88
 NE0510.geopotential number by the normal gravity value computed on the
 NE0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0510.degrees latitude (g = 980.6199 gals.).
 NE0510
 NE0510.The modeled gravity was interpolated from observed gravity values.
 NE0510
 NE0510;                    North         East    Units  Estimated Accuracy
 NE0510;SPC MI S     -    66,350.    4,097,670.      MT  (+/- 180 meters Scaled)
 NE0510
 NE0510                          SUPERSEDED SURVEY CONTROL
 NE0510
 NE0510  NGVD 29 (??/??/??)  176.940  (m)          580.51   (f) ADJUSTED    1 1
 NE0510
 NE0510.Superseded values are not recommended for survey control.
 NE0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0510.See file dsdata.txt to determine how the superseded data were derived.
 NE0510
 NE0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG192622(NAD 83)
 NE0510_MARKER: Z = SEE DESCRIPTION
 NE0510_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 NE0510+WITH SETTING: INFORMATION.
 NE0510_MARK LOGO: NONE  
 NE0510_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0510
 NE0510  HISTORY     - Date     Condition        Report By
 NE0510  HISTORY     - 1959     MONUMENTED       USLS
 NE0510  HISTORY     - 1968     GOOD             NGS
 NE0510  HISTORY     - 1980     GOOD             NGS
 NE0510  HISTORY     - 1983     GOOD             USPSQD
 NE0510  HISTORY     - 1989     GOOD             USPSQD
 NE0510  HISTORY     - 19941114 GOOD             NOS
 NE0510  HISTORY     - 19951109 GOOD             NOS
 NE0510
 NE0510                          STATION DESCRIPTION
 NE0510
 NE0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 NE0510'AT GIBRALTAR.
 NE0510'AT GIBRALTAR, 98 YARDS EAST ALONG GRANDVIEW STREET FROM THE
 NE0510'INTERSECTION OF ADAMS DRIVE, 27 FEET SOUTH OF THE CENTER OF
 NE0510'THE JUNCTION OF GRANDVIEW AND LOWELL STREET, IN THE EXTENDED
 NE0510'CENTER LINE OF LOWELL STREET, 64.2 FEET WEST-SOUTHWEST OF THE
 NE0510'SOUTHWEST CORNER OF THE U.S. DEPT OF INTERIOR BUILDING, 4 1/2
 NE0510'FEET SOUTH OF A STREET LIGHT POLE, 6 1/2 FEET NORTH OF THE
 NE0510'GROUND END OF THE GUY WIRE ANCHOR TO POLE, 2 FEET ABOVE THE
 NE0510'LEVEL OF THE STREETS AND IS A 5/8 INCH COPPER COATED STEEL ROD
 NE0510'0.8 FOOT UNDERGROUND.
 NE0510
 NE0510                          STATION RECOVERY (1980)
 NE0510
 NE0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0510'RECOVERED IN GOOD CONDITION.
 NE0510
 NE0510                          STATION RECOVERY (1983)
 NE0510
 NE0510'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0510'MARK IS COVERED WITH A FLIP UP COVER DIAMETER OF 7'. COVER IS MARKED
 NE0510'M 234 1980.
 NE0510
 NE0510                          STATION RECOVERY (1989)
 NE0510
 NE0510'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0510'RECOVERED IN GOOD CONDITION.
 NE0510
 NE0510                          STATION RECOVERY (1994)
 NE0510
 NE0510'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0510'IN THE CITY OF GIBRALTAR, A 5/8-INCH COPPER COATED STEEL ROD DRIVEN
 NE0510'2.3 M (7.5 FT) AND RECESSED 24.4 CM UNDERGROUND, 89.6 METERS (294.0
 NE0510'FT) EAST ALONG GRANDVIEW STREET FROM THE INTERSECTION OF ADAMS DRIVE,
 NE0510'26.1 METERS (85.6 FT) WEST OF THE NORTHWEST CORNER OF NOAA GAUGE
 NE0510'HOUSE, 10.1 METERS (33.1 FT) NORTH OF THE NORTHEAST CORNER OF TWO
 NE0510'STORY FRAME HOUSE AT 29911 ADAMS DRIVE, 2.35 METERS (7.71 FT)
 NE0510'SOUTHWEST OF BENCHMARK M-234, 1.4 METERS (4.6 FT) SOUTH OF A STREET
 NE0510'LIGHT POLE NO.  T6977, 2.0 METERS (6.6 FT) NORTH OF THE GROUND END OF
 NE0510'THE GUY WIRE ANCHOR TO POLE, 0.6 METERS (2.0 FT) ABOVE THE LEVEL OF
 NE0510'THE STREETS.
 NE0510
 NE0510                          STATION RECOVERY (1995)
 NE0510
 NE0510'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0510'BM LOWELL IS AT THE CITY OF GIBRALTAR, WAYNE COUNTY, MICHIGAN, 89.6
 NE0510'METERS (294.0 FT) EAST ALONG GRANDVIEW STREET FROM THE INTERSECTION OF
 NE0510'ADAMS DRIVE, 26.1 METERS (85.6 FT) WEST OF THE NORTHWEST CORNER OF
 NE0510'NOAA GAUGE HOUSE, 10.1 METERS (33.1 FT) NORTH OF THE NORTHEAST CORNER
 NE0510'OF TWO STORY FRAME HOUSE AT 29911 ADAMS DRIVE, 2.35 METERS (7.71 FT)
 NE0510'SOUTHWEST OF BENCHMARK M-234, 1.4 METERS (4.6 FT) SOUTH OF A STREET
 NE0510'LIGHT POLE NO.  T6977, 2.0 METERS (6.6 FT) NORTH OF THE GROUND END OF
 NE0510'THE GUY WIRE ANCHOR TO POLE, 0.6 METERS (2.0 FT) ABOVE THE LEVEL OF
 NE0510'THE STREETS, BEING THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD 2.3
 NE0510'METERS (7.5 FT) LONG, 24.4 CM UNDERGROUND.  INSIDE AN ALUMINUM ACCESS
 NE0510'COVER STAMPED LOWELL, WITH NEARBY NOAA WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0052 ***********************************************************************
 QK0052  DESIGNATION -  LOWER
 QK0052  PID         -  QK0052
 QK0052  STATE/COUNTY-  MI/CHEBOYGAN
 QK0052  USGS QUAD   -  AFTON (1986)
 QK0052
 QK0052                         *CURRENT SURVEY CONTROL
 QK0052  ___________________________________________________________________
 QK0052* NAD 83(1986)-  45 33 05.     (N)    084 23 45.     (W)     SCALED    
 QK0052* NAVD 88     -       181.504  (meters)     595.48   (feet)  ADJUSTED  
 QK0052  ___________________________________________________________________
 QK0052  GEOID HEIGHT-         -36.01  (meters)                     GEOID03
 QK0052  DYNAMIC HT  -         181.500 (meters)     595.47  (feet)  COMP
 QK0052  MODELED GRAV-     980,589.3   (mgal)                       NAVD 88
 QK0052
 QK0052  VERT ORDER  -  FIRST     CLASS I
 QK0052
 QK0052.The horizontal coordinates were scaled from a topographic map and have
 QK0052.an estimated accuracy of +/- 6 seconds.
 QK0052
 QK0052.The orthometric height was determined by differential leveling
 QK0052.and adjusted by the National Geodetic Survey in June 1991..
 QK0052
 QK0052.The geoid height was determined by GEOID03.
 QK0052
 QK0052.The dynamic height is computed by dividing the NAVD 88
 QK0052.geopotential number by the normal gravity value computed on the
 QK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0052.degrees latitude (g = 980.6199 gals.).
 QK0052
 QK0052.The modeled gravity was interpolated from observed gravity values.
 QK0052
 QK0052;                    North         East    Units  Estimated Accuracy
 QK0052;SPC MI C     -   248,330.    5,997,720.      MT  (+/- 180 meters Scaled)
 QK0052
 QK0052                          SUPERSEDED SURVEY CONTROL
 QK0052
 QK0052.No superseded survey control is available for this station.
 QK0052
 QK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR032475(NAD 83)
 QK0052_MARKER: Q = CHISELED SQUARE
 QK0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0052_SP_SET: CONCRETE FOUNDATION
 QK0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0052
 QK0052  HISTORY     - Date     Condition        Report By
 QK0052  HISTORY     - 1962     MONUMENTED       RBNF
 QK0052  HISTORY     - 1973     GOOD             USLS
 QK0052
 QK0052                          STATION DESCRIPTION
 QK0052
 QK0052'DESCRIBED BY US LAKE SURVEY 1973
 QK0052'AT ALVERNO DAM.
 QK0052'LOWER IS AT ALVERNO DAM, CHEBOYGAN COUNTY, MICHIGAN, 0.5 MILE SOUTH
 QK0052'ALONG BLACK RIVER RD. FROM INTERSECTION OF ORCHARD BEACH AND
 QK0052'BLACK RIVER RDS. IN ALVERNO, THEN 0.2 MILE WEST ON GRAVEL ROAD
 QK0052'LEADING TO BLACK RIVER HYDRO-ELECTRIC PLANT OWNED BY CONSUMERS
 QK0052'POWER COMPANY, EASTERLY AND DOWNSTREAM FROM POWER HOUSE, ON
 QK0052'SOUTHEAST EDGE OF A 6X10-FOOT CONCRETE FOUNDATION, (BUILDING
 QK0052'HAS BEEN REMOVED), ON SOUTHEASTERLY SIDE OF POWER CANAL, JUST
 QK0052'EAST OF DOWNSTREAM END OF MARINE RAILWAY, BEING HIGHEST POINT
 QK0052'IN A 2-1/2-INCH SQUARE CHISELED IN THE FOUNDATION.  NOTE-- PREV.
 QK0052'DESIG. LOWER 1962.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1395 ***********************************************************************
 NE1395  DESIGNATION -  LOWER DETROIT RIVER
 NE1395  PID         -  NE1395
 NE1395  STATE/COUNTY-  MI/MONROE
 NE1395  USGS QUAD   -  ROCKWOOD (1981)
 NE1395
 NE1395                         *CURRENT SURVEY CONTROL
 NE1395  ___________________________________________________________________
 NE1395* NAD 83(1994)-  42 00 03.10493(N)    083 08 28.31960(W)     ADJUSTED  
 NE1395* NAVD 88     -       187.8    (meters)     616.     (feet)  VERTCON   
 NE1395  ___________________________________________________________________
 NE1395  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 NE1395  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 NE1395
 NE1395  HORZ ORDER  -  SECOND
 NE1395
 NE1395.The horizontal coordinates were established by classical geodetic methods
 NE1395.and adjusted by the National Geodetic Survey in February 1997..
 NE1395
 NE1395.The NAVD 88 height was computed by applying the VERTCON shift value to
 NE1395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 NE1395
 NE1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1395
 NE1395.The geoid height was determined by GEOID03.
 NE1395
 NE1395;                    North         East     Units Scale Factor Converg.
 NE1395;SPC MI S     -    56,374.719 4,101,528.432   MT  1.00002494   +0 50 02.3
 NE1395;SPC MI S     -   184,956.43 13,456,458.11   iFT  1.00002494   +0 50 02.3
 NE1395;SPC OH N     -   259,413.586   546,873.477   MT  1.00007191   -0 25 16.5
 NE1395;UTM  17      - 4,652,089.746   322,668.923   MT  0.99998696   -1 25 59.3
 NE1395
 NE1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1395!SPC MI S     -   0.99997606  x   1.00002494  =   1.00000100
 NE1395!SPC OH N     -   0.99997606  x   1.00007191  =   1.00004797
 NE1395!UTM  17      -   0.99997606  x   0.99998696  =   0.99996302
 NE1395
 NE1395|---------------------------------------------------------------------|
 NE1395| PID    Reference Object                     Distance      Geod. Az  |
 NE1395|                                                           dddmmss.s |
 NE1395| CH0388 LOWER DETROIT RIVER RM 1              4.203 METERS 05200     |
 NE1395| CH0389 LOWER DETROIT RIVER RM 2              4.392 METERS 14810     |
 NE1395| MC1290 MONROE EDISON LSC 1975              APPROX.20.7 KM 2341857.4 |
 NE1395| MC1289 PT AUX PEAUX FERMI RADIO MAST       APPROX.10.9 KM 2433105.9 |
 NE1395| MC1285 PT AUX PEAUX FERMI ELEV TANK        APPROX.10.6 KM 2444930.1 |
 NE1395| MC1287 PT AUX PEAUX S FERMI HYPER TWR      APPROX.10.4 KM 2482041.6 |
 NE1395| MC1286 PT AUX PEAUX N FERMI HYPER TWR      APPROX.10.3 KM 2492258.5 |
 NE1395|---------------------------------------------------------------------|
 NE1395
 NE1395                          SUPERSEDED SURVEY CONTROL
 NE1395
 NE1395  NAD 83(1986)-  42 00 03.11682(N)    083 08 28.33795(W) AD(       ) 2
 NE1395  NAD 27      -  42 00 02.96868(N)    083 08 28.61325(W) AD(       ) 2
 NE1395  NGVD 29 (07/19/86)  188.0    (m)          617.     (f) VERT ANG       
 NE1395
 NE1395.Superseded values are not recommended for survey control.
 NE1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1395.See file dsdata.txt to determine how the superseded data were derived.
 NE1395
 NE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2266952090(NAD 83)
 NE1395_MARKER: Z = SEE DESCRIPTION
 NE1395_SETTING: 0 = UNSPECIFIED SETTING
 NE1395
 NE1395  HISTORY     - Date     Condition        Report By
 NE1395  HISTORY     - 1975     MONUMENTED       USLS
 NE1395  HISTORY     - 1976     GOOD             NGS
 NE1395
 NE1395                          STATION DESCRIPTION
 NE1395
 NE1395'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 NE1395'SECOND ORDER, CLASS I EODM TRAVERSE STATION--DETROIT - TOLEDO
 NE1395'SCHEME.
 NE1395'
 NE1395'THE STATION IS LOCATED IN THE WESTERN END OF LAKE ERIE NEAR THE
 NE1395'MOUTH OF THE DETROIT RIVER, 3 MILES SOUTHWESTERLY OF BAR POINT,
 NE1395'ONTARIO AND 3 MILES EASTERLY OF POINTE MOUILLEE, MICHIGAN.  AT THE
 NE1395'INTERSECTION OF THE WEST OUTER CHANNEL AND EAST OUTER CHANNEL
 NE1395'LEADING TO THE DETROIT RIVER.  ON THE LOWER MOST OF TWO PLATFORMS
 NE1395'WHICH ENCIRCLE THE TOP OF THE DETROIT RIVER LIGHT.
 NE1395'
 NE1395'TO REACH THE STATION, LAND BY SMALL BOAT AND PROCEED TO SECOND
 NE1395'LEVEL DOWN FROM THE LIGHT.  OBTAIN ACCESS PERMISSION FROM THE 9TH
 NE1395'COAST GUARD DISTRICT (CLEVELAND, OHIO).  LIGHTHOUSE IS OCCUPIED
 NE1395'DURING SUMMER MONTHS.
 NE1395'
 NE1395'THE STATION IS MARKED BY A STANDARD DISK EPOXIED FLUSH INTO THE
 NE1395'STEEL DOCK OF THE WESTERN SIDE OF THE DESCRIBED PLATFORM, AND
 NE1395'STAMPED, LOWER DETROIT RIVER LSC 1975, AND IS 4.61 FEET WEST OF
 NE1395'TOWERS STEEL SHELL, 2.06 FEET NORTHEAST OF A RAILING POST, AND
 NE1395'3.09 FEET SOUTHEAST OF A RAILING POST.
 NE1395'
 NE1395'REFERENCE MARK 1, A STANDARD DISK STAMPED, LOWER DETROIT RIVER LSC
 NE1395'NO 1 1975, IS EPOXIED FLUSH INTO THE NORTHERN SIDE OF SAID STEEL
 NE1395'PLATFORM, AND IS SITUATED 5.18 FEET NORTH OF TOWERS STEEL SHELL,
 NE1395'0.89 FEET SOUTH OF A RAILING POST, AND 4.15 FEET WEST OF A
 NE1395'RAILING POST.
 NE1395'
 NE1395'REFERENCE MARK 2, A STANDARD DISK STAMPED, LOWER DETROIT RIVER
 NE1395'LSC NO 2 1975, IS EPOXIED FLUSH INTO THE SOUTHERN SIDE OF SAID
 NE1395'STEEL PLATFORM, AND IS SITUATED 4.92 FEET SOUTH OF THE TOWERS
 NE1395'STEEL SHELL, 2.94 FEET EAST OF A RAILING POST, AND 2.14 FEET
 NE1395'SOUTHWEST OF THE BASE SUPPORTING A FOG LIGHT.
 NE1395'
 NE1395'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 NE1395
 NE1395                          STATION RECOVERY (1976)
 NE1395
 NE1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RES)
 NE1395'THE STATION WAS RECOVERED AS DESCRIBED.
 NE1395'
 NE1395'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES EAST OF
 NE1395'POINTE MOUILLEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1424 ***********************************************************************
 RJ1424  DESIGNATION -  LOWER NICOLET W RNG FRONT LT
 RJ1424  PID         -  RJ1424
 RJ1424  STATE/COUNTY-  MI/CHIPPEWA
 RJ1424  USGS QUAD   -  OAK RIDGE (1976)
 RJ1424
 RJ1424                         *CURRENT SURVEY CONTROL
 RJ1424  ___________________________________________________________________
 RJ1424* NAD 83(1994)-  46 19 28.26886(N)    084 10 35.14088(W)     ADJUSTED  
 RJ1424* NAVD 88     -       195.2    (meters)     640.     (feet)  VERTCON   
 RJ1424  ___________________________________________________________________
 RJ1424  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 RJ1424  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ1424
 RJ1424  HORZ ORDER  -  THIRD
 RJ1424
 RJ1424.The horizontal coordinates were established by classical geodetic methods
 RJ1424.and adjusted by the National Geodetic Survey in February 1997..
 RJ1424
 RJ1424.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1424
 RJ1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1424
 RJ1424.The geoid height was determined by GEOID03.
 RJ1424
 RJ1424;                    North         East     Units Scale Factor Converg.
 RJ1424;SPC MI N     -   175,165.473 8,217,373.935   MT  0.99990307   +2 02 27.1
 RJ1424;SPC MI N     -   574,689.87 26,959,888.24   iFT  0.99990307   +2 02 27.1
 RJ1424;UTM  16      - 5,133,979.848   717,350.043   MT  1.00018074   +2 02 34.7
 RJ1424
 RJ1424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1424!SPC MI N     -   0.99997513  x   0.99990307  =   0.99987820
 RJ1424!UTM  16      -   0.99997513  x   1.00018074  =   1.00015587
 RJ1424
 RJ1424                          SUPERSEDED SURVEY CONTROL
 RJ1424
 RJ1424  NAD 83(1986)-  46 19 28.26436(N)    084 10 35.14458(W) AD(       ) 4
 RJ1424  NGVD 29 (02/08/93)  195.2    (m)          640.     (f) VERT ANG       
 RJ1424
 RJ1424.Superseded values are not recommended for survey control.
 RJ1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1424.See file dsdata.txt to determine how the superseded data were derived.
 RJ1424
 RJ1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS1735033980(NAD 83)
 RJ1424_MARKER: 14 = NAVIGATION LIGHT
 RJ1424
 RJ1424  HISTORY     - Date     Condition        Report By
 RJ1424  HISTORY     - 1987     FIRST OBSERVED   NOS
 RJ1424
 RJ1424                          STATION DESCRIPTION
 RJ1424
 RJ1424'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (RDC)
 RJ1424'THE STATION IS LOCATED ON NORTH END OF NEEBISH ISLAND ON THE
 RJ1424'ST MARYS RIVER.
 RJ1424'
 RJ1424'THE STATION CAN BE REACHED BY PACKING IN FROM THE NORTH END
 RJ1424'OF NEEBISH ISLAND FOLLOWING THE CUT TRAIL BETWEEN THE FRONT
 RJ1424'AND REAR RANGES.
 RJ1424'
 RJ1424'THE POINT INTERSECTED WAS THE HIGHEST VERTICAL POINT OF THE
 RJ1424'ELONGATED RANGE LIGHT ATOP THE STEEL STRUCTURE.
 RJ1424'
 RJ1424'DESCRIBED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1339 ***********************************************************************
 RJ1339  DESIGNATION -  LR 2 A LR2 117
 RJ1339  PID         -  RJ1339
 RJ1339  STATE/COUNTY-  MI/CHIPPEWA
 RJ1339  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1339
 RJ1339                         *CURRENT SURVEY CONTROL
 RJ1339  ___________________________________________________________________
 RJ1339* NAD 83(1994)-  46 27 56.92172(N)    084 17 21.93050(W)     ADJUSTED  
 RJ1339* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1339  ___________________________________________________________________
 RJ1339  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 RJ1339  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1339
 RJ1339  HORZ ORDER  -  SECOND
 RJ1339
 RJ1339.The horizontal coordinates were established by classical geodetic methods
 RJ1339.and adjusted by the National Geodetic Survey in February 1997..
 RJ1339
 RJ1339.The orthometric height was scaled from a topographic map.
 RJ1339
 RJ1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1339
 RJ1339.The geoid height was determined by GEOID03.
 RJ1339
 RJ1339;                    North         East     Units Scale Factor Converg.
 RJ1339;SPC MI N     -   190,557.072 8,208,141.369   MT  0.99990779   +1 57 33.0
 RJ1339;SPC MI N     -   625,187.24 26,929,597.67   iFT  0.99990779   +1 57 33.0
 RJ1339;UTM  16      - 5,149,374.609   708,113.974   MT  1.00013241   +1 57 56.8
 RJ1339
 RJ1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1339!SPC MI N     -   0.99997676  x   0.99990779  =   0.99988455
 RJ1339!UTM  16      -   0.99997676  x   1.00013241  =   1.00010916
 RJ1339
 RJ1339                          SUPERSEDED SURVEY CONTROL
 RJ1339
 RJ1339  NAD 83(1986)-  46 27 56.91401(N)    084 17 21.92808(W) AD(       ) 2
 RJ1339
 RJ1339.Superseded values are not recommended for survey control.
 RJ1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1339.See file dsdata.txt to determine how the superseded data were derived.
 RJ1339
 RJ1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0811449375(NAD 83)
 RJ1339_MARKER: DS = TRIANGULATION STATION DISK
 RJ1339_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RJ1339+WITH SETTING: INFORMATION.
 RJ1339_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ1339
 RJ1339  HISTORY     - Date     Condition        Report By
 RJ1339  HISTORY     - 1988     MONUMENTED       USE
 RJ1339
 RJ1339                          STATION DESCRIPTION
 RJ1339
 RJ1339'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1339'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTHEAST OF SAULT STE
 RJ1339'MARIE.
 RJ1339'35.4 KM (22.0 MI) NORTHEAST OF RUDYARD.
 RJ1339'60.5 KM (37.6 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON PART OF ISLAND
 RJ1339'NO 1 IN SEC 15 T47N-R1E.
 RJ1339'OWNERSHIP---SSSS
 RJ1339'
 RJ1339'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1339'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ1339'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ1339'AVENUE, TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE
 RJ1339'AVENUE TO AUNE OSBORNE BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 40
 RJ1339'MINUTES ALONG THE LITTLE RAPIDS CHANNEL TO ISLAND NO 1 ON THE WEST
 RJ1339'SIDE OF THE RIVER AND THE STATION.
 RJ1339'
 RJ1339'THE STATION IS A STANDARD COE DISK
 RJ1339'THAT IS STAMPED---LR2-117 1988---,
 RJ1339'SET INTO A COVERED CYLINDER THAT IS FLUSH WITH THE GROUND AND
 RJ1339'ATTACHED TO AN ALUMINUM ROD DRIVEN 7.3 METERS (24 FT) INTO THE
 RJ1339'GROUND, LOCATED 18.3 METERS (60 FT) FROM RUINS OF AN OLD SHACK ON A
 RJ1339'MAGNETIC AZIMUTH OF 05 DEGREE, AND 9.5 METERS (31 FT) FROM WATER.
 RJ1339'
 RJ1339'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1340 ***********************************************************************
 RJ1340  DESIGNATION -  LR 3 LR2 140
 RJ1340  PID         -  RJ1340
 RJ1340  STATE/COUNTY-  MI/CHIPPEWA
 RJ1340  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1340
 RJ1340                         *CURRENT SURVEY CONTROL
 RJ1340  ___________________________________________________________________
 RJ1340* NAD 83(1994)-  46 27 41.96243(N)    084 16 39.11509(W)     ADJUSTED  
 RJ1340* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 RJ1340  ___________________________________________________________________
 RJ1340  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 RJ1340  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1340
 RJ1340  HORZ ORDER  -  SECOND
 RJ1340
 RJ1340.The horizontal coordinates were established by classical geodetic methods
 RJ1340.and adjusted by the National Geodetic Survey in February 1997..
 RJ1340
 RJ1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1340
 RJ1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1340
 RJ1340.The geoid height was determined by GEOID03.
 RJ1340
 RJ1340;                    North         East     Units Scale Factor Converg.
 RJ1340;SPC MI N     -   190,126.772 8,209,070.130   MT  0.99990756   +1 58 04.0
 RJ1340;SPC MI N     -   623,775.50 26,932,644.78   iFT  0.99990756   +1 58 04.0
 RJ1340;UTM  16      - 5,148,944.318   709,042.996   MT  1.00013718   +1 58 27.4
 RJ1340
 RJ1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1340!SPC MI N     -   0.99997753  x   0.99990756  =   0.99988509
 RJ1340!UTM  16      -   0.99997753  x   1.00013718  =   1.00011471
 RJ1340
 RJ1340                          SUPERSEDED SURVEY CONTROL
 RJ1340
 RJ1340  NAD 83(1986)-  46 27 41.95450(N)    084 16 39.11262(W) AD(       ) 2
 RJ1340  NGVD 29 (05/22/90)  180.1    (m)          591.     (f) VERT ANG       
 RJ1340
 RJ1340.Superseded values are not recommended for survey control.
 RJ1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1340.See file dsdata.txt to determine how the superseded data were derived.
 RJ1340
 RJ1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0904348944(NAD 83)
 RJ1340_MARKER: DS = TRIANGULATION STATION DISK
 RJ1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1340+STABILITY: SURFACE MOTION
 RJ1340
 RJ1340  HISTORY     - Date     Condition        Report By
 RJ1340  HISTORY     - 1988     MONUMENTED       USE
 RJ1340
 RJ1340                          STATION DESCRIPTION
 RJ1340
 RJ1340'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1340'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) SOUTHEAST OF SAULT STE
 RJ1340'MARIE.
 RJ1340'35.9 KM (22.3 MI) NORTHEAST OF RUDYARD.
 RJ1340'60.2 KM (37.4 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON SUGAR ISLAND
 RJ1340'IN GOVT LOT 2 SEC 23 T47N-R1E.
 RJ1340'OWNERSHIP--UNIVERSITY OF MICHIGAN
 RJ1340'
 RJ1340'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1340'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ1340'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN TO PORTAGE AVENUE, TURN
 RJ1340'RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE
 RJ1340'OSBORN BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 40 MINUTES ALONG THE
 RJ1340'LITTLE RAPIDS CHANNEL TO SUGAR ISLAND AND THE STATION.
 RJ1340'
 RJ1340'THE STATION IS A STANDARD COE DISK
 RJ1340'THAT IS ---UNSTAMPED---,
 RJ1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1340'20 CM (8 IN) IN DIAMETER FLUSH WITH GROUND UNDER A METAL TRIPOD WITH
 RJ1340'ORANGE BOARDS LOCATED 31.4 METERS (103 FT) FROM EDGE OF WATER.
 RJ1340'
 RJ1340'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1341 ***********************************************************************
 RJ1341  DESIGNATION -  LR 5 LR2 166
 RJ1341  PID         -  RJ1341
 RJ1341  STATE/COUNTY-  MI/CHIPPEWA
 RJ1341  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1341
 RJ1341                         *CURRENT SURVEY CONTROL
 RJ1341  ___________________________________________________________________
 RJ1341* NAD 83(1994)-  46 27 20.70591(N)    084 16 23.08887(W)     ADJUSTED  
 RJ1341* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 RJ1341  ___________________________________________________________________
 RJ1341  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 RJ1341  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ1341
 RJ1341  HORZ ORDER  -  SECOND
 RJ1341
 RJ1341.The horizontal coordinates were established by classical geodetic methods
 RJ1341.and adjusted by the National Geodetic Survey in February 1997..
 RJ1341
 RJ1341.The orthometric height was scaled from a topographic map.
 RJ1341
 RJ1341.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1341
 RJ1341.The geoid height was determined by GEOID03.
 RJ1341
 RJ1341;                    North         East     Units Scale Factor Converg.
 RJ1341;SPC MI N     -   189,482.616 8,209,434.435   MT  0.99990725   +1 58 15.6
 RJ1341;SPC MI N     -   621,662.13 26,933,840.01   iFT  0.99990725   +1 58 15.6
 RJ1341;UTM  16      - 5,148,300.054   709,407.457   MT  1.00013906   +1 58 38.3
 RJ1341
 RJ1341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1341!SPC MI N     -   0.99997676  x   0.99990725  =   0.99988401
 RJ1341!UTM  16      -   0.99997676  x   1.00013906  =   1.00011582
 RJ1341
 RJ1341                          SUPERSEDED SURVEY CONTROL
 RJ1341
 RJ1341  NAD 83(1986)-  46 27 20.69796(N)    084 16 23.08663(W) AD(       ) 2
 RJ1341
 RJ1341.Superseded values are not recommended for survey control.
 RJ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1341.See file dsdata.txt to determine how the superseded data were derived.
 RJ1341
 RJ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0940748300(NAD 83)
 RJ1341_MARKER: DS = TRIANGULATION STATION DISK
 RJ1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1341_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1341+STABILITY: SURFACE MOTION
 RJ1341
 RJ1341  HISTORY     - Date     Condition        Report By
 RJ1341  HISTORY     - 1988     MONUMENTED       USE
 RJ1341
 RJ1341                          STATION DESCRIPTION
 RJ1341
 RJ1341'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1341'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHEAST OF SAULT STE
 RJ1341'MARIE MI,
 RJ1341'35.7 KM (22.2 MI) NORTHEAST OF RUDYARD,
 RJ1341'58.9 KM (36.6 MI) NORTH-NORTHWEST OF DETOUR VILLAGE,
 RJ1341'ON AN UNNAMED ISLAND IN GOVT LOT 2 SEC 23 T47N-R1E IN THE ST MARYS
 RJ1341'RIVER NEAR LITTLE RAPIDS CHANNEL.
 RJ1341'OWNERSHIP---MICHIGAN DEPARTMENT OF NATURAL RESOURCES
 RJ1341'
 RJ1341'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1341'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ1341'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE AVENUE,
 RJ1341'TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE AVENUE TO AUNE
 RJ1341'OSBORNE BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 50 MINUTES ALONG
 RJ1341'LITTLE RAPIDS CHANNEL TO ISLAND WHERE STATION IS LOCATED.
 RJ1341'
 RJ1341'THE STATION IS A STANDARD USCE DISK
 RJ1341'THAT IS ---UNSTAMPED---,
 RJ1341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1341'15 CM (6 IN) IN DIAMETER FLUSH WITH GROUND.  LOCATED
 RJ1341'25.9 METERS (85 FT) FROM EDGE OF WATER, UNDER STEEL TRIPOD.
 RJ1341'
 RJ1341'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1342 ***********************************************************************
 RJ1342  DESIGNATION -  LRA LR2+040
 RJ1342  PID         -  RJ1342
 RJ1342  STATE/COUNTY-  MI/CHIPPEWA
 RJ1342  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1342
 RJ1342                         *CURRENT SURVEY CONTROL
 RJ1342  ___________________________________________________________________
 RJ1342* NAD 83(1994)-  46 29 07.14145(N)    084 17 52.78181(W)     ADJUSTED  
 RJ1342* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 RJ1342  ___________________________________________________________________
 RJ1342  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 RJ1342  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1342
 RJ1342  HORZ ORDER  -  SECOND
 RJ1342
 RJ1342.The horizontal coordinates were established by classical geodetic methods
 RJ1342.and adjusted by the National Geodetic Survey in February 1997..
 RJ1342
 RJ1342.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1342
 RJ1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1342
 RJ1342.The geoid height was determined by GEOID03.
 RJ1342
 RJ1342;                    North         East     Units Scale Factor Converg.
 RJ1342;SPC MI N     -   192,701.388 8,207,409.675   MT  0.99990891   +1 57 10.7
 RJ1342;SPC MI N     -   632,222.40 26,927,197.10   iFT  0.99990891   +1 57 10.7
 RJ1342;UTM  16      - 5,151,519.314   707,381.859   MT  1.00012867   +1 57 36.7
 RJ1342
 RJ1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1342!SPC MI N     -   0.99997780  x   0.99990891  =   0.99988671
 RJ1342!UTM  16      -   0.99997780  x   1.00012867  =   1.00010646
 RJ1342
 RJ1342                          SUPERSEDED SURVEY CONTROL
 RJ1342
 RJ1342  NAD 83(1986)-  46 29 07.13394(N)    084 17 52.77941(W) AD(       ) 2
 RJ1342  NGVD 29 (05/22/90)  178.3    (m)          585.     (f) VERT ANG       
 RJ1342
 RJ1342.Superseded values are not recommended for survey control.
 RJ1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1342.See file dsdata.txt to determine how the superseded data were derived.
 RJ1342
 RJ1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0738251519(NAD 83)
 RJ1342_MARKER: DS = TRIANGULATION STATION DISK
 RJ1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1342_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1342_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1342+STABILITY: SURFACE MOTION
 RJ1342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1342+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 RJ1342
 RJ1342  HISTORY     - Date     Condition        Report By
 RJ1342  HISTORY     - 1988     MONUMENTED       USE
 RJ1342  HISTORY     - 20041111 GOOD             INDIV
 RJ1342
 RJ1342                          STATION DESCRIPTION
 RJ1342
 RJ1342'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1342'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EAST OF SAULT STE MARIE
 RJ1342'36.4 KM (22.6 MI) NORTHEAST OF RUDYARD
 RJ1342'62.6 KM (38.9 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON ISLAND NO 5
 RJ1342'AKA MOUSE ISLAND IN SEC 10 T47N-R1E NEAR THE SUGAR ISLAND FERRY RUN.
 RJ1342'OWNERSHIP--SSSSS
 RJ1342'
 RJ1342'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1342'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET,
 RJ1342'TURN LEFT AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO
 RJ1342'PORTAGE AVENUE, TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON
 RJ1342'PORTAGE AVENUE TO AUNE OSBORN BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER
 RJ1342'FOR 15 MINUTES TO ISLAND NUMBER 5 AND THE STATION.
 RJ1342'
 RJ1342'THE STATION IS A STANDARD COE DISK
 RJ1342'THAT IS STAMPED---LRA---,
 RJ1342'SET INTO A 15 CM (6 IN) SQUARE CONCRETE POST, LOCATED
 RJ1342'3.0 METERS (9.9 FT) FROM CABLE CROSSING SIGN ON A MAGNETIC AZIMUTH
 RJ1342'OF 49 DEGREES, 2.1 METERS (7 FT) FROM BANK, AND 4.3 METERS (14 FT)
 RJ1342'EAST FROM WATER.
 RJ1342'
 RJ1342'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
 RJ1342
 RJ1342                          STATION RECOVERY (2004)
 RJ1342
 RJ1342'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (LRR)
 RJ1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1343 ***********************************************************************
 RJ1343  DESIGNATION -  LRB LR2 082
 RJ1343  PID         -  RJ1343
 RJ1343  STATE/COUNTY-  MI/CHIPPEWA
 RJ1343  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1343
 RJ1343                         *CURRENT SURVEY CONTROL
 RJ1343  ___________________________________________________________________
 RJ1343* NAD 83(1994)-  46 28 30.84138(N)    084 17 26.01452(W)     ADJUSTED  
 RJ1343* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 RJ1343  ___________________________________________________________________
 RJ1343  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 RJ1343  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1343
 RJ1343  HORZ ORDER  -  SECOND
 RJ1343
 RJ1343.The horizontal coordinates were established by classical geodetic methods
 RJ1343.and adjusted by the National Geodetic Survey in February 1997..
 RJ1343
 RJ1343.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1343
 RJ1343.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1343
 RJ1343.The geoid height was determined by GEOID03.
 RJ1343
 RJ1343;                    North         East     Units Scale Factor Converg.
 RJ1343;SPC MI N     -   191,600.754 8,208,018.501   MT  0.99990832   +1 57 30.1
 RJ1343;SPC MI N     -   628,611.40 26,929,194.56   iFT  0.99990832   +1 57 30.1
 RJ1343;UTM  16      - 5,150,418.511   707,990.956   MT  1.00013178   +1 57 54.9
 RJ1343
 RJ1343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1343!SPC MI N     -   0.99997776  x   0.99990832  =   0.99988608
 RJ1343!UTM  16      -   0.99997776  x   1.00013178  =   1.00010954
 RJ1343
 RJ1343                          SUPERSEDED SURVEY CONTROL
 RJ1343
 RJ1343  NAD 83(1986)-  46 28 30.83393(N)    084 17 26.01195(W) AD(       ) 2
 RJ1343  NGVD 29 (05/22/90)  178.6    (m)          586.     (f) VERT ANG       
 RJ1343
 RJ1343.Superseded values are not recommended for survey control.
 RJ1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1343.See file dsdata.txt to determine how the superseded data were derived.
 RJ1343
 RJ1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0799150419(NAD 83)
 RJ1343_MARKER: DS = TRIANGULATION STATION DISK
 RJ1343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ1343_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1343+STABILITY: SURFACE MOTION
 RJ1343
 RJ1343  HISTORY     - Date     Condition        Report By
 RJ1343  HISTORY     - 1988     MONUMENTED       USE
 RJ1343
 RJ1343                          STATION DESCRIPTION
 RJ1343
 RJ1343'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1343'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTHEAST OF SAULT STE
 RJ1343'MARIE.
 RJ1343'36.2 KM (22.5 MI) NORTHEAST OF RUDYARD.
 RJ1343'61.8 KM (38.4 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON ISLAND NO 1 IN
 RJ1343'LITTLE RAPIDS CHANNEL IN SEC 15 T47N-R1E.
 RJ1343'OWNERSHIP---SSSS
 RJ1343'
 RJ1343'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1343'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ1343'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ1343'AVENUE, TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE
 RJ1343'AVENUE TO AUNE OSBORNE BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 30
 RJ1343'MINUTES ALONG THE LITTLE RAPIDS CHANNEL TO ISLAND NO 1 ON THE EAST
 RJ1343'SIDE OF THE ST MARYS RIVER AND THE STATION.
 RJ1343'
 RJ1343'THE STATION IS A STANDARD COE DISK
 RJ1343'THAT IS STAMPED---LR2-082 1988---,
 RJ1343'SET INTO A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, LOCATED
 RJ1343'3.8 METERS (12.5 FT) FROM DOCK, 2.9 METERS (9.4 FT) FROM NAVIGATION
 RJ1343'LIGHT 96 AND 4 METERS (13 FT) SOUTH FROM SHORE.
 RJ1343'
 RJ1343'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1344 ***********************************************************************
 RJ1344  DESIGNATION -  LRC LR2 087
 RJ1344  PID         -  RJ1344
 RJ1344  STATE/COUNTY-  MI/CHIPPEWA
 RJ1344  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ1344
 RJ1344                         *CURRENT SURVEY CONTROL
 RJ1344  ___________________________________________________________________
 RJ1344* NAD 83(1994)-  46 28 23.43095(N)    084 17 32.47559(W)     ADJUSTED  
 RJ1344* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 RJ1344  ___________________________________________________________________
 RJ1344  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 RJ1344  GEOID HEIGHT-         -36.66  (meters)                     GEOID03
 RJ1344
 RJ1344  HORZ ORDER  -  SECOND
 RJ1344
 RJ1344.The horizontal coordinates were established by classical geodetic methods
 RJ1344.and adjusted by the National Geodetic Survey in February 1997..
 RJ1344
 RJ1344.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1344
 RJ1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1344
 RJ1344.The geoid height was determined by GEOID03.
 RJ1344
 RJ1344;                    North         East     Units Scale Factor Converg.
 RJ1344;SPC MI N     -   191,367.382 8,207,888.577   MT  0.99990820   +1 57 25.4
 RJ1344;SPC MI N     -   627,845.74 26,928,768.30   iFT  0.99990820   +1 57 25.4
 RJ1344;UTM  16      - 5,150,185.071   707,861.030   MT  1.00013112   +1 57 50.0
 RJ1344
 RJ1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1344!SPC MI N     -   0.99997788  x   0.99990820  =   0.99988608
 RJ1344!UTM  16      -   0.99997788  x   1.00013112  =   1.00010899
 RJ1344
 RJ1344                          SUPERSEDED SURVEY CONTROL
 RJ1344
 RJ1344  NAD 83(1986)-  46 28 23.42350(N)    084 17 32.47304(W) AD(       ) 2
 RJ1344  NGVD 29 (05/22/90)  177.8    (m)          583.     (f) VERT ANG       
 RJ1344
 RJ1344.Superseded values are not recommended for survey control.
 RJ1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1344.See file dsdata.txt to determine how the superseded data were derived.
 RJ1344
 RJ1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0786150185(NAD 83)
 RJ1344_MARKER: DS = TRIANGULATION STATION DISK
 RJ1344_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1344+WITH SETTING: PAVEMENT
 RJ1344_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1344+STABILITY: SURFACE MOTION
 RJ1344
 RJ1344  HISTORY     - Date     Condition        Report By
 RJ1344  HISTORY     - 1988     MONUMENTED       USE
 RJ1344
 RJ1344                          STATION DESCRIPTION
 RJ1344
 RJ1344'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1344'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTHEAST OF SAULT STE
 RJ1344'MARIE.
 RJ1344'36.1 KM (22.4 MI) NORTHEAST OF RUDYARD.
 RJ1344'61.5 KM (38.2 MI) NORTH-NORTHWEST OF DETOUR VILLAGE ON A ROCK ISLAND
 RJ1344'IN LITTLE RAPIDS CHANNEL IN SEC 15 T47N-R1E.
 RJ1344'OWNERSHIP---SSSS
 RJ1344'
 RJ1344'TO REACH THE STATION FROM THE POST OFFICE IN SAULT STE MARIE MI, GO
 RJ1344'EAST FOR 0.2 KM (0.15 MI) ON RIDGE STREET TO ASHMUN STREET, TURN LEFT
 RJ1344'AND GO NORTH FOR 0.2 KM (0.1 MI) ON ASHMUN STREET TO PORTAGE
 RJ1344'AVENUE, TURN RIGHT AND GO EAST FOR 3.0 KM (1.85 MI) ON PORTAGE
 RJ1344'AVENUE TO AUNE OSBORNE BOAT LAUNCH. TRAVEL BY BOAT DOWNRIVER FOR 20
 RJ1344'MINUTES ALONG LITTLE RAPIDS CHANNEL TO A ROCK RIP RAP ISLAND NEAR
 RJ1344'ISLAND NO 1 WHERE THE STATION IS LOCATED.
 RJ1344'
 RJ1344'THE STATION IS A STANDARD COE DISK
 RJ1344'THAT IS STAMPED---LR2-087 1988---,
 RJ1344'SET INTO NAVIGATION LIGHT FOUNDATION, LOCATED 2.1 METERS (7 FT) EAST
 RJ1344'FROM WATER AND 5.2 METERS (17 FT) SOUTH FROM WATER.
 RJ1344'
 RJ1344'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0528 ***********************************************************************
 OJ0528  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0528  DESIGNATION -  LSC 5 C 1
 OJ0528  PID         -  OJ0528
 OJ0528  STATE/COUNTY-  MI/BAY
 OJ0528  USGS QUAD   -  BAY CITY NE (1973)
 OJ0528
 OJ0528                         *CURRENT SURVEY CONTROL
 OJ0528  ___________________________________________________________________
 OJ0528* NAD 83(1986)-  43 37 43.     (N)    083 50 11.     (W)     SCALED    
 OJ0528* NAVD 88     -       179.825  (meters)     589.98   (feet)  ADJUSTED  
 OJ0528  ___________________________________________________________________
 OJ0528  GEOID HEIGHT-         -34.58  (meters)                     GEOID03
 OJ0528  DYNAMIC HT  -         179.789 (meters)     589.86  (feet)  COMP
 OJ0528  MODELED GRAV-     980,421.1   (mgal)                       NAVD 88
 OJ0528
 OJ0528  VERT ORDER  -  FIRST     CLASS 0
 OJ0528
 OJ0528.The horizontal coordinates were scaled from a topographic map and have
 OJ0528.an estimated accuracy of +/- 6 seconds.
 OJ0528
 OJ0528.The orthometric height was determined by differential leveling
 OJ0528.and adjusted by the National Geodetic Survey in March 1997..
 OJ0528
 OJ0528.This Tidal Bench Mark is designated as VM 13055
 OJ0528.by the Center for Operational Oceanographic Products and Services.
 OJ0528
 OJ0528.The geoid height was determined by GEOID03.
 OJ0528
 OJ0528.The dynamic height is computed by dividing the NAVD 88
 OJ0528.geopotential number by the normal gravity value computed on the
 OJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0528.degrees latitude (g = 980.6199 gals.).
 OJ0528
 OJ0528.The modeled gravity was interpolated from observed gravity values.
 OJ0528
 OJ0528;                    North         East    Units  Estimated Accuracy
 OJ0528;SPC MI S     -   236,590.    4,042,800.      MT  (+/- 180 meters Scaled)
 OJ0528
 OJ0528                          SUPERSEDED SURVEY CONTROL
 OJ0528
 OJ0528  NAVD 88 (06/15/91)  179.860  (m)          590.09   (f) UNKNOWN     1 0
 OJ0528  NGVD 29 (??/??/92)  179.999  (m)          590.55   (f) ADJ UNCH    1 0
 OJ0528
 OJ0528.Superseded values are not recommended for survey control.
 OJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0528.See file dsdata.txt to determine how the superseded data were derived.
 OJ0528
 OJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ711345(NAD 83)
 OJ0528_MARKER: DD = SURVEY DISK
 OJ0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0528_SP_SET: BUILDING
 OJ0528_STAMPING: LSC 5C1 1976 AC
 OJ0528_MARK LOGO: NOS   
 OJ0528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0528
 OJ0528  HISTORY     - Date     Condition        Report By
 OJ0528  HISTORY     - 1976     MONUMENTED       NOS
 OJ0528  HISTORY     - 19941012 GOOD             NOS
 OJ0528  HISTORY     - 19970419 GOOD             USPSQD
 OJ0528
 OJ0528                          STATION DESCRIPTION
 OJ0528
 OJ0528'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0528'IN ESSEXVILLE.
 OJ0528'0.9 MILE NORTH ALONG PINE STREET FROM THE INTERSECTION OF WOODSIDE
 OJ0528'STREET, ON SOUTH FACE OF THE U.S. ARMY CORPS OF ENGINEERS OFFICE
 OJ0528'BUILDING, 161 FT. WEST CENTERLINE OF THE STREET, 4.0 FT. ABOVE GROUND
 OJ0528'3.1 FT. WEST OF SOUTHEAST CORNER, 2.9 FT. EAST OF EASTERMOST WINDOW
 OJ0528'ON SOUTH FACE OF BUILDING, BEING HORIZONTAL LINE OF CROSS AT CENTER
 OJ0528'OF BRONZE DISK SET INTO THE WALL.
 OJ0528
 OJ0528                          STATION RECOVERY (1994)
 OJ0528
 OJ0528'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0528'0.9 MILE (1.4 KM) NORTH ALONG PINE STREET FROM THE INTERSECTION OF
 OJ0528'WOODSIDE STREET, ON SOUTH FACE OF THE U.S.  ARMY CORPS OF ENGINEERS
 OJ0528'OFFICE BUILDING, 161 FT.  (49.1 M) WEST CENTERLINE OF THE STREET, 4.0
 OJ0528'FT.  (1.2 M) ABOVE GROUND 3.1 FT.  (0.9 M) WEST OF SOUTHEAST CORNER,
 OJ0528'2.9 FT.  (0.9 M) EAST OF EASTERMOST WINDOW ON SOUTH FACE OF BUILDING,
 OJ0528'BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0528'WALL.
 OJ0528
 OJ0528                          STATION RECOVERY (1997)
 OJ0528
 OJ0528'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0571 ***********************************************************************
 OJ0571  DESIGNATION -  LSC 5 C 10
 OJ0571  PID         -  OJ0571
 OJ0571  STATE/COUNTY-  MI/SAGINAW
 OJ0571  USGS QUAD   -  SAGINAW (1973)
 OJ0571
 OJ0571                         *CURRENT SURVEY CONTROL
 OJ0571  ___________________________________________________________________
 OJ0571* NAD 83(1986)-  43 28 12.     (N)    083 54 24.     (W)     SCALED    
 OJ0571* NAVD 88     -       179.067  (meters)     587.49   (feet)  ADJUSTED  
 OJ0571  ___________________________________________________________________
 OJ0571  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ0571  DYNAMIC HT  -         179.030 (meters)     587.37  (feet)  COMP
 OJ0571  MODELED GRAV-     980,409.9   (mgal)                       NAVD 88
 OJ0571
 OJ0571  VERT ORDER  -  FIRST     CLASS 0
 OJ0571
 OJ0571.The horizontal coordinates were scaled from a topographic map and have
 OJ0571.an estimated accuracy of +/- 6 seconds.
 OJ0571
 OJ0571.The orthometric height was determined by differential leveling
 OJ0571.and adjusted by the National Geodetic Survey in June 1991..
 OJ0571
 OJ0571.The geoid height was determined by GEOID03.
 OJ0571
 OJ0571.The dynamic height is computed by dividing the NAVD 88
 OJ0571.geopotential number by the normal gravity value computed on the
 OJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0571.degrees latitude (g = 980.6199 gals.).
 OJ0571
 OJ0571.The modeled gravity was interpolated from observed gravity values.
 OJ0571
 OJ0571;                    North         East    Units  Estimated Accuracy
 OJ0571;SPC MI S     -   218,930.    4,037,220.      MT  (+/- 180 meters Scaled)
 OJ0571
 OJ0571                          SUPERSEDED SURVEY CONTROL
 OJ0571
 OJ0571  NGVD 29 (??/??/92)  179.212  (m)          587.96   (f) ADJ UNCH    1 0
 OJ0571
 OJ0571.Superseded values are not recommended for survey control.
 OJ0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0571.See file dsdata.txt to determine how the superseded data were derived.
 OJ0571
 OJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ648171(NAD 83)
 OJ0571_MARKER: DD = SURVEY DISK
 OJ0571_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0571_SP_SET: CULVERT
 OJ0571_STAMPING: LSC 5C10 1976 AC
 OJ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0571+STABILITY: SURFACE MOTION
 OJ0571
 OJ0571  HISTORY     - Date     Condition        Report By
 OJ0571  HISTORY     - 1976     MONUMENTED       NOS
 OJ0571  HISTORY     - 19940408 GOOD             USPSQD
 OJ0571  HISTORY     - 20011203 GOOD             NGS
 OJ0571
 OJ0571                          STATION DESCRIPTION
 OJ0571
 OJ0571'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0571'6.7 MI SOUTH FROM BAY.
 OJ0571'6.7 MILES SOUTH ALONG HIGHWAY M13 FROM THE INTERSECTION OF MCGRAW ST.
 OJ0571'AT THE SOUTH END OF BAY CITY, ON THE EAST SIDE OF SAGINAW RIVER, 0.5
 OJ0571'MILES SOUTH OF THE I 75 OVERPASS, 43 FT. EAST CENTERLINE OF VETERANS
 OJ0571'MEMORIAL HIGHWAY M13, 29.1 FT. WEST OF NORTHWEST CORNER OF PUMPING
 OJ0571'STATION PUMPHOUSE, ON THE NORTHWEST SECTION OF DRAINAGE CULVERT
 OJ0571'LEADING UNDER THE HIGHWAY, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OJ0571'BRONZE DISK SET INTO THE CONCRETE.
 OJ0571
 OJ0571                          STATION RECOVERY (1994)
 OJ0571
 OJ0571'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0571'RECOVERED IN GOOD CONDITION.
 OJ0571
 OJ0571                          STATION RECOVERY (2001)
 OJ0571
 OJ0571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0571'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0573 ***********************************************************************
 OJ0573  DESIGNATION -  LSC 5 C 11
 OJ0573  PID         -  OJ0573
 OJ0573  STATE/COUNTY-  MI/SAGINAW
 OJ0573  USGS QUAD   -  SAGINAW (1973)
 OJ0573
 OJ0573                         *CURRENT SURVEY CONTROL
 OJ0573  ___________________________________________________________________
 OJ0573* NAD 83(1986)-  43 27 12.     (N)    083 54 48.     (W)     SCALED    
 OJ0573* NAVD 88     -       179.718  (meters)     589.62   (feet)  ADJUSTED  
 OJ0573  ___________________________________________________________________
 OJ0573  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OJ0573  DYNAMIC HT  -         179.680 (meters)     589.50  (feet)  COMP
 OJ0573  MODELED GRAV-     980,408.4   (mgal)                       NAVD 88
 OJ0573
 OJ0573  VERT ORDER  -  FIRST     CLASS 0
 OJ0573
 OJ0573.The horizontal coordinates were scaled from a topographic map and have
 OJ0573.an estimated accuracy of +/- 6 seconds.
 OJ0573
 OJ0573.The orthometric height was determined by differential leveling
 OJ0573.and adjusted by the National Geodetic Survey in June 1991..
 OJ0573
 OJ0573.The geoid height was determined by GEOID03.
 OJ0573
 OJ0573.The dynamic height is computed by dividing the NAVD 88
 OJ0573.geopotential number by the normal gravity value computed on the
 OJ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0573.degrees latitude (g = 980.6199 gals.).
 OJ0573
 OJ0573.The modeled gravity was interpolated from observed gravity values.
 OJ0573
 OJ0573;                    North         East    Units  Estimated Accuracy
 OJ0573;SPC MI S     -   217,080.    4,036,690.      MT  (+/- 180 meters Scaled)
 OJ0573
 OJ0573                          SUPERSEDED SURVEY CONTROL
 OJ0573
 OJ0573  NGVD 29 (??/??/92)  179.863  (m)          590.10   (f) ADJ UNCH    1 0
 OJ0573
 OJ0573.Superseded values are not recommended for survey control.
 OJ0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0573.See file dsdata.txt to determine how the superseded data were derived.
 OJ0573
 OJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ642152(NAD 83)
 OJ0573_MARKER: DD = SURVEY DISK
 OJ0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0573_SP_SET: COPPER-CLAD STEEL ROD
 OJ0573_STAMPING: LSC 5C11 1976 AC
 OJ0573_PROJECTION: FLUSH
 OJ0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0573_ROD/PIPE-DEPTH: 4.27 meters
 OJ0573
 OJ0573  HISTORY     - Date     Condition        Report By
 OJ0573  HISTORY     - 1976     MONUMENTED       NOS
 OJ0573  HISTORY     - 19940508 GOOD             USPSQD
 OJ0573  HISTORY     - 20011203 GOOD             NGS
 OJ0573
 OJ0573                          STATION DESCRIPTION
 OJ0573
 OJ0573'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0573'IN SAGINAW.
 OJ0573'ON THE EAST SIDE OF THE SAGINAW RIVER, 0.2 MILES NORTH OF JUNCTION OF
 OJ0573'HIGHWAYS M13 NORTH AND M81 WEST, AT THE CHEVROLET METAL CASTING PLANT
 OJ0573'ADMINISTRATION BUILDING, 117.5 FT. NORTHEAST OF A FLAGPOLE, 87 FT.
 OJ0573'WEST CENTERLINE OF VETERANS MEMORIAL HIGHWAY M13, 52 FT. NORTH
 OJ0573'CENTERLINE OF DRIVE LEADING TO BUILDING, 3.2 FT. SOUTH OF EDGE OF
 OJ0573'GRASS AMONG SHRUBBERY, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OJ0573'BRONZE DISK ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD 14
 OJ0573'FT. LONG, PROTECTED BY 6 INCH DIAMETER PLASTIC PIPE.
 OJ0573
 OJ0573                          STATION RECOVERY (1994)
 OJ0573
 OJ0573'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0573'RECOVERED IN GOOD CONDITION.
 OJ0573
 OJ0573                          STATION RECOVERY (2001)
 OJ0573
 OJ0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0579 ***********************************************************************
 OJ0579  DESIGNATION -  LSC 5 C 12
 OJ0579  PID         -  OJ0579
 OJ0579  STATE/COUNTY-  MI/SAGINAW
 OJ0579  USGS QUAD   -  SAGINAW (1973)
 OJ0579
 OJ0579                         *CURRENT SURVEY CONTROL
 OJ0579  ___________________________________________________________________
 OJ0579* NAD 83(1986)-  43 26 00.     (N)    083 56 24.     (W)     SCALED    
 OJ0579* NAVD 88     -       181.636  (meters)     595.92   (feet)  ADJUSTED  
 OJ0579  ___________________________________________________________________
 OJ0579  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 OJ0579  DYNAMIC HT  -         181.597 (meters)     595.79  (feet)  COMP
 OJ0579  MODELED GRAV-     980,406.9   (mgal)                       NAVD 88
 OJ0579
 OJ0579  VERT ORDER  -  FIRST     CLASS 0
 OJ0579
 OJ0579.The horizontal coordinates were scaled from a topographic map and have
 OJ0579.an estimated accuracy of +/- 6 seconds.
 OJ0579
 OJ0579.The orthometric height was determined by differential leveling
 OJ0579.and adjusted by the National Geodetic Survey in June 1991..
 OJ0579
 OJ0579.The geoid height was determined by GEOID03.
 OJ0579
 OJ0579.The dynamic height is computed by dividing the NAVD 88
 OJ0579.geopotential number by the normal gravity value computed on the
 OJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0579.degrees latitude (g = 980.6199 gals.).
 OJ0579
 OJ0579.The modeled gravity was interpolated from observed gravity values.
 OJ0579
 OJ0579;                    North         East    Units  Estimated Accuracy
 OJ0579;SPC MI S     -   214,840.    4,034,540.      MT  (+/- 180 meters Scaled)
 OJ0579
 OJ0579                          SUPERSEDED SURVEY CONTROL
 OJ0579
 OJ0579  NGVD 29 (??/??/92)  181.780  (m)          596.39   (f) ADJ UNCH    1 0
 OJ0579
 OJ0579.Superseded values are not recommended for survey control.
 OJ0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0579.See file dsdata.txt to determine how the superseded data were derived.
 OJ0579
 OJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ620131(NAD 83)
 OJ0579_MARKER: DD = SURVEY DISK
 OJ0579_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0579_SP_SET: ABUTMENT
 OJ0579_STAMPING: LSC 5C12 1976 AC
 OJ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0579
 OJ0579  HISTORY     - Date     Condition        Report By
 OJ0579  HISTORY     - 1976     MONUMENTED       NOS
 OJ0579  HISTORY     - 19940508 GOOD             USPSQD
 OJ0579  HISTORY     - 20011128 GOOD             NGS
 OJ0579
 OJ0579                          STATION DESCRIPTION
 OJ0579
 OJ0579'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0579'IN SAGINAW.
 OJ0579'0.9 MILE NORTH OF THE POST OFFICE, AT THE NORTHEAST ABUTMENT OF THE
 OJ0579'GENESEE ST. BRIDGE OVER THE SAGINAW RIVER, ON THE NORTH FACE, 95 FT.
 OJ0579'WEST OF THE WEST CURB OF SOUTH WATER ST., 44 FT. EAST OF WATERS EDGE,
 OJ0579'4.2 FT. BELOW SIDEWALK SURFACE OF BRIDGE APPROACH, 4 FT. ABOVE THE
 OJ0579'GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET
 OJ0579'INTO THE CONCRETE WALL.
 OJ0579
 OJ0579                          STATION RECOVERY (1994)
 OJ0579
 OJ0579'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0579'RECOVERED IN GOOD CONDITION.
 OJ0579
 OJ0579                          STATION RECOVERY (2001)
 OJ0579
 OJ0579'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0579'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0583 ***********************************************************************
 OJ0583  DESIGNATION -  LSC 5 C 13
 OJ0583  PID         -  OJ0583
 OJ0583  STATE/COUNTY-  MI/SAGINAW
 OJ0583  USGS QUAD   -  SAGINAW (1973)
 OJ0583
 OJ0583                         *CURRENT SURVEY CONTROL
 OJ0583  ___________________________________________________________________
 OJ0583* NAD 83(1986)-  43 25 30.     (N)    083 56 36.     (W)     SCALED    
 OJ0583* NAVD 88     -       181.837  (meters)     596.58   (feet)  ADJUSTED  
 OJ0583  ___________________________________________________________________
 OJ0583  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 OJ0583  DYNAMIC HT  -         181.799 (meters)     596.45  (feet)  COMP
 OJ0583  MODELED GRAV-     980,406.3   (mgal)                       NAVD 88
 OJ0583
 OJ0583  VERT ORDER  -  FIRST     CLASS 0
 OJ0583
 OJ0583.The horizontal coordinates were scaled from a topographic map and have
 OJ0583.an estimated accuracy of +/- 6 seconds.
 OJ0583
 OJ0583.The orthometric height was determined by differential leveling
 OJ0583.and adjusted by the National Geodetic Survey in June 1991..
 OJ0583
 OJ0583.The geoid height was determined by GEOID03.
 OJ0583
 OJ0583.The dynamic height is computed by dividing the NAVD 88
 OJ0583.geopotential number by the normal gravity value computed on the
 OJ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0583.degrees latitude (g = 980.6199 gals.).
 OJ0583
 OJ0583.The modeled gravity was interpolated from observed gravity values.
 OJ0583
 OJ0583;                    North         East    Units  Estimated Accuracy
 OJ0583;SPC MI S     -   213,920.    4,034,280.      MT  (+/- 180 meters Scaled)
 OJ0583
 OJ0583                          SUPERSEDED SURVEY CONTROL
 OJ0583
 OJ0583  NGVD 29 (??/??/92)  181.982  (m)          597.05   (f) ADJ UNCH    1 0
 OJ0583
 OJ0583.Superseded values are not recommended for survey control.
 OJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0583.See file dsdata.txt to determine how the superseded data were derived.
 OJ0583
 OJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ617122(NAD 83)
 OJ0583_MARKER: DD = SURVEY DISK
 OJ0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0583_SP_SET: COPPER-CLAD STEEL ROD
 OJ0583_STAMPING: LSC 5C13 1976 AC
 OJ0583_PROJECTION: FLUSH
 OJ0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0583_ROD/PIPE-DEPTH: 4.27 meters
 OJ0583
 OJ0583  HISTORY     - Date     Condition        Report By
 OJ0583  HISTORY     - 1976     MONUMENTED       NOS
 OJ0583  HISTORY     - 19940508 GOOD             USPSQD
 OJ0583  HISTORY     - 19950716 MARK NOT FOUND   USPSQD
 OJ0583  HISTORY     - 20011203 MARK NOT FOUND   NGS
 OJ0583
 OJ0583                          STATION DESCRIPTION
 OJ0583
 OJ0583'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0583'IN SAGINAW.
 OJ0583'ON THE EAST SIDE OF THE SAGINAW RIVER, 0.3 MILE NORTH OF THE POST
 OJ0583'OFFICE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF SOUTH
 OJ0583'WASHINGTON AVE. AND MEREDITH ST., AT THE SAGINAW GREATER CHAMBER OF
 OJ0583'COMMERCE BUILDING LOCATED AT 901 SOUTH WASHINGTON, 110.8 FT. SOUTH
 OJ0583'OF SOUTH CURB OF MEREDITH ST., 48.6 FT. WEST OF WEST CURB OF SOUTH
 OJ0583'WASHINGTON ST., 17.3 FT. NORTH AND IN LINE WITH FLAGPOLE FROM
 OJ0583'NORTHEAST CORNER AND EAST FACE OF BUILDING, BEING HIGHEST POINT OVER
 OJ0583'CROSS AT CENTER OF BRONZE DISK ON TOP OF 5/8 INCH DIAMETER COPPER
 OJ0583'COATED STEEL ROD 14 FT. LONG AND PROTECTED BY A 6 INCH DIAMETER
 OJ0583'PLASTIC PIPE.
 OJ0583
 OJ0583                          STATION RECOVERY (1994)
 OJ0583
 OJ0583'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0583'RECOVERED IN GOOD CONDITION.
 OJ0583
 OJ0583                          STATION RECOVERY (1995)
 OJ0583
 OJ0583'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0583'MARK NOT FOUND.
 OJ0583
 OJ0583                          STATION RECOVERY (2001)
 OJ0583
 OJ0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0583'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0422 ***********************************************************************
 OJ0422  DESIGNATION -  LSC 5 C 14
 OJ0422  PID         -  OJ0422
 OJ0422  STATE/COUNTY-  MI/BAY
 OJ0422  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0422
 OJ0422                         *CURRENT SURVEY CONTROL
 OJ0422  ___________________________________________________________________
 OJ0422* NAD 83(1986)-  43 37 00.     (N)    083 50 00.     (W)     SCALED    
 OJ0422* NAVD 88     -       178.677  (meters)     586.21   (feet)  ADJUSTED  
 OJ0422  ___________________________________________________________________
 OJ0422  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OJ0422  DYNAMIC HT  -         178.642 (meters)     586.09  (feet)  COMP
 OJ0422  MODELED GRAV-     980,420.6   (mgal)                       NAVD 88
 OJ0422
 OJ0422  VERT ORDER  -  FIRST     CLASS 0
 OJ0422
 OJ0422.The horizontal coordinates were scaled from a topographic map and have
 OJ0422.an estimated accuracy of +/- 6 seconds.
 OJ0422
 OJ0422.The orthometric height was determined by differential leveling
 OJ0422.and adjusted by the National Geodetic Survey in June 1991..
 OJ0422
 OJ0422.The geoid height was determined by GEOID03.
 OJ0422
 OJ0422.The dynamic height is computed by dividing the NAVD 88
 OJ0422.geopotential number by the normal gravity value computed on the
 OJ0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0422.degrees latitude (g = 980.6199 gals.).
 OJ0422
 OJ0422.The modeled gravity was interpolated from observed gravity values.
 OJ0422
 OJ0422;                    North         East    Units  Estimated Accuracy
 OJ0422;SPC MI S     -   235,260.    4,043,050.      MT  (+/- 180 meters Scaled)
 OJ0422
 OJ0422                          SUPERSEDED SURVEY CONTROL
 OJ0422
 OJ0422  NGVD 29 (??/??/92)  178.816  (m)          586.67   (f) ADJ UNCH    1 0
 OJ0422
 OJ0422.Superseded values are not recommended for survey control.
 OJ0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0422.See file dsdata.txt to determine how the superseded data were derived.
 OJ0422
 OJ0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ713331(NAD 83)
 OJ0422_MARKER: DD = SURVEY DISK
 OJ0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0422_SP_SET: CONCRETE ABUTMENT
 OJ0422_STAMPING: LSC 5C14 1976 AC
 OJ0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0422
 OJ0422  HISTORY     - Date     Condition        Report By
 OJ0422  HISTORY     - 1976     MONUMENTED       NOS
 OJ0422  HISTORY     - 1984     GOOD             USPSQD
 OJ0422  HISTORY     - 1984     GOOD             USPSQD
 OJ0422  HISTORY     - 19950915 GOOD             USPSQD
 OJ0422  HISTORY     - 19970419 GOOD             USPSQD
 OJ0422
 OJ0422                          STATION DESCRIPTION
 OJ0422
 OJ0422'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0422'IN ESSEXVILLE.
 OJ0422'IN ESSEXVILLE, AT THE EAST CITY LIMITS, 0.26 MILE EAST OF THE INTER-
 OJ0422'SECTION OF WOODSIDE AVENUE AND PINE STREET, SOUTHWEST OF THE FASHION
 OJ0422'BASICS STYLING SALON, 16.8 FEET SOUTH OF THE CENTERLINE OF THE AVENUE,
 OJ0422'14.4 FEET NORTHWEST OF A UTILITY POLE, 0.4 FOOT EAST OF THE WEST EDGE
 OJ0422'OF THE WEST ABUTMENT OF A CONRETE CULVERT.
 OJ0422
 OJ0422                          STATION RECOVERY (1984)
 OJ0422
 OJ0422'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0422'RECOVERED IN GOOD CONDITION.
 OJ0422
 OJ0422                          STATION RECOVERY (1984)
 OJ0422
 OJ0422'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0422'RECOVERED IN GOOD CONDITION.
 OJ0422
 OJ0422                          STATION RECOVERY (1995)
 OJ0422
 OJ0422'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0422'RECOVERED IN GOOD CONDITION.
 OJ0422
 OJ0422                          STATION RECOVERY (1997)
 OJ0422
 OJ0422'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0423 ***********************************************************************
 OJ0423  DESIGNATION -  LSC 5 C 15
 OJ0423  PID         -  OJ0423
 OJ0423  STATE/COUNTY-  MI/BAY
 OJ0423  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0423
 OJ0423                         *CURRENT SURVEY CONTROL
 OJ0423  ___________________________________________________________________
 OJ0423* NAD 83(1986)-  43 37 00.     (N)    083 48 00.     (W)     SCALED    
 OJ0423* NAVD 88     -       179.391  (meters)     588.55   (feet)  ADJUSTED  
 OJ0423  ___________________________________________________________________
 OJ0423  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0423  DYNAMIC HT  -         179.356 (meters)     588.44  (feet)  COMP
 OJ0423  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 OJ0423
 OJ0423  VERT ORDER  -  FIRST     CLASS 0
 OJ0423
 OJ0423.The horizontal coordinates were scaled from a topographic map and have
 OJ0423.an estimated accuracy of +/- 6 seconds.
 OJ0423
 OJ0423.The orthometric height was determined by differential leveling
 OJ0423.and adjusted by the National Geodetic Survey in June 1991..
 OJ0423
 OJ0423.The geoid height was determined by GEOID03.
 OJ0423
 OJ0423.The dynamic height is computed by dividing the NAVD 88
 OJ0423.geopotential number by the normal gravity value computed on the
 OJ0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0423.degrees latitude (g = 980.6199 gals.).
 OJ0423
 OJ0423.The modeled gravity was interpolated from observed gravity values.
 OJ0423
 OJ0423;                    North         East    Units  Estimated Accuracy
 OJ0423;SPC MI S     -   235,280.    4,045,740.      MT  (+/- 180 meters Scaled)
 OJ0423
 OJ0423                          SUPERSEDED SURVEY CONTROL
 OJ0423
 OJ0423  NGVD 29 (??/??/92)  179.531  (m)          589.01   (f) ADJ UNCH    1 0
 OJ0423
 OJ0423.Superseded values are not recommended for survey control.
 OJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0423.See file dsdata.txt to determine how the superseded data were derived.
 OJ0423
 OJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ740331(NAD 83)
 OJ0423_MARKER: DD = SURVEY DISK
 OJ0423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0423_SP_SET: COPPER-CLAD STEEL ROD
 OJ0423_STAMPING: LSC 5C15 1976 AC
 OJ0423_PROJECTION: FLUSH
 OJ0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0423_ROD/PIPE-DEPTH: 4.27 meters
 OJ0423
 OJ0423  HISTORY     - Date     Condition        Report By
 OJ0423  HISTORY     - 1976     MONUMENTED       NOS
 OJ0423  HISTORY     - 19970419 GOOD             USPSQD
 OJ0423
 OJ0423                          STATION DESCRIPTION
 OJ0423
 OJ0423'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0423'2.0 MI EAST FROM ESSEXVILLE.
 OJ0423'2.0 MILES EAST OF THE EAST CITY LIMITS OF ESSEXVILLE, AT 564 W.
 OJ0423'HAMPTON ROAD, AT THE BAY MEDICAL CARE FACILITIES IN A TWO-STORY
 OJ0423'LIGHT BRICK BUILDING, 38.7 FEET NORTHWEST OF A FLAGPOLE, 37.8
 OJ0423'FEET WEST OF THE CENTER OF THE FRONT ENTRANCE DOORWAY, 3.4 FEET
 OJ0423'SOUTH OF THE MOST SOUTHWEST FACE OF THE BUILDING.
 OJ0423
 OJ0423                          STATION RECOVERY (1997)
 OJ0423
 OJ0423'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0424 ***********************************************************************
 OJ0424  DESIGNATION -  LSC 5 C 16
 OJ0424  PID         -  OJ0424
 OJ0424  STATE/COUNTY-  MI/BAY
 OJ0424  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0424
 OJ0424                         *CURRENT SURVEY CONTROL
 OJ0424  ___________________________________________________________________
 OJ0424* NAD 83(1986)-  43 37 00.     (N)    083 46 42.     (W)     SCALED    
 OJ0424* NAVD 88     -       177.806  (meters)     583.35   (feet)  ADJUSTED  
 OJ0424  ___________________________________________________________________
 OJ0424  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0424  DYNAMIC HT  -         177.772 (meters)     583.24  (feet)  COMP
 OJ0424  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OJ0424
 OJ0424  VERT ORDER  -  FIRST     CLASS 0
 OJ0424
 OJ0424.The horizontal coordinates were scaled from a topographic map and have
 OJ0424.an estimated accuracy of +/- 6 seconds.
 OJ0424
 OJ0424.The orthometric height was determined by differential leveling
 OJ0424.and adjusted by the National Geodetic Survey in June 1991..
 OJ0424
 OJ0424.The geoid height was determined by GEOID03.
 OJ0424
 OJ0424.The dynamic height is computed by dividing the NAVD 88
 OJ0424.geopotential number by the normal gravity value computed on the
 OJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0424.degrees latitude (g = 980.6199 gals.).
 OJ0424
 OJ0424.The modeled gravity was interpolated from observed gravity values.
 OJ0424
 OJ0424;                    North         East    Units  Estimated Accuracy
 OJ0424;SPC MI S     -   235,290.    4,047,490.      MT  (+/- 180 meters Scaled)
 OJ0424
 OJ0424                          SUPERSEDED SURVEY CONTROL
 OJ0424
 OJ0424  NGVD 29 (??/??/92)  177.947  (m)          583.81   (f) ADJ UNCH    1 0
 OJ0424
 OJ0424.Superseded values are not recommended for survey control.
 OJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0424.See file dsdata.txt to determine how the superseded data were derived.
 OJ0424
 OJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ758330(NAD 83)
 OJ0424_MARKER: DD = SURVEY DISK
 OJ0424_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0424_SP_SET: CONCRETE ABUTMENT
 OJ0424_STAMPING: LSC 5C16 AC
 OJ0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0424
 OJ0424  HISTORY     - Date     Condition        Report By
 OJ0424  HISTORY     - 1976     MONUMENTED       NOS
 OJ0424  HISTORY     - 1984     GOOD             USPSQD
 OJ0424  HISTORY     - 19970419 GOOD             USPSQD
 OJ0424  HISTORY     - 20020606 GOOD             WOOLPT
 OJ0424
 OJ0424                          STATION DESCRIPTION
 OJ0424
 OJ0424'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0424'2.56 MI EAST FROM ESSEXVILLE.
 OJ0424'2.56 MILES EAST ALONG HAMPTON ROAD FROM THE EAST CITY LIMITS OF
 OJ0424'ESSEXVILLE, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF FINN
 OJ0424'ROAD, SET 3.1 FEET EAST OF THE WEST EDGE OF THE LOWER SOUTHWEST
 OJ0424'ABUTMENT OF A  CULVERT, 45.8 FEET WEST OF THE CENTERLINE OF FINN
 OJ0424'ROAD, 22.8 FEET SOUTH OF THE CENTERLINE OF HAMPTON ROAD, AND 22
 OJ0424'FEET WEST OF A UTILITY POLE.
 OJ0424
 OJ0424                          STATION RECOVERY (1984)
 OJ0424
 OJ0424'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0424'RECOVERED IN GOOD CONDITION.
 OJ0424
 OJ0424                          STATION RECOVERY (1997)
 OJ0424
 OJ0424'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0424'RECOVERED IN GOOD CONDITION.
 OJ0424
 OJ0424                          STATION RECOVERY (2002)
 OJ0424
 OJ0424'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002
 OJ0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0428 ***********************************************************************
 OJ0428  DESIGNATION -  LSC 5 C 17
 OJ0428  PID         -  OJ0428
 OJ0428  STATE/COUNTY-  MI/BAY
 OJ0428  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0428
 OJ0428                         *CURRENT SURVEY CONTROL
 OJ0428  ___________________________________________________________________
 OJ0428* NAD 83(1986)-  43 36 00.     (N)    083 45 30.     (W)     SCALED    
 OJ0428* NAVD 88     -       178.276  (meters)     584.89   (feet)  ADJUSTED  
 OJ0428  ___________________________________________________________________
 OJ0428  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OJ0428  DYNAMIC HT  -         178.241 (meters)     584.78  (feet)  COMP
 OJ0428  MODELED GRAV-     980,421.9   (mgal)                       NAVD 88
 OJ0428
 OJ0428  VERT ORDER  -  FIRST     CLASS 0
 OJ0428
 OJ0428.The horizontal coordinates were scaled from a topographic map and have
 OJ0428.an estimated accuracy of +/- 6 seconds.
 OJ0428
 OJ0428.The orthometric height was determined by differential leveling
 OJ0428.and adjusted by the National Geodetic Survey in June 1991..
 OJ0428
 OJ0428.The geoid height was determined by GEOID03.
 OJ0428
 OJ0428.The dynamic height is computed by dividing the NAVD 88
 OJ0428.geopotential number by the normal gravity value computed on the
 OJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0428.degrees latitude (g = 980.6199 gals.).
 OJ0428
 OJ0428.The modeled gravity was interpolated from observed gravity values.
 OJ0428
 OJ0428;                    North         East    Units  Estimated Accuracy
 OJ0428;SPC MI S     -   233,450.    4,049,120.      MT  (+/- 180 meters Scaled)
 OJ0428
 OJ0428                          SUPERSEDED SURVEY CONTROL
 OJ0428
 OJ0428  NGVD 29 (??/??/92)  178.417  (m)          585.36   (f) ADJ UNCH    1 0
 OJ0428
 OJ0428.Superseded values are not recommended for survey control.
 OJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0428.See file dsdata.txt to determine how the superseded data were derived.
 OJ0428
 OJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ773311(NAD 83)
 OJ0428_MARKER: DD = SURVEY DISK
 OJ0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0428_SP_SET: ABUTMENT
 OJ0428_STAMPING: LSC 5C17 1976 AC
 OJ0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0428
 OJ0428  HISTORY     - Date     Condition        Report By
 OJ0428  HISTORY     - 1976     MONUMENTED       NOS
 OJ0428  HISTORY     - 1984     GOOD             USPSQD
 OJ0428  HISTORY     - 19970419 GOOD             USPSQD
 OJ0428
 OJ0428                          STATION DESCRIPTION
 OJ0428
 OJ0428'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0428'4.45 MI EAST FROM ESSEXVILLE.
 OJ0428'3.6 MILES EAST ALONG HAMPTON ROAD FROM THE EAST CITY LIMITS OF
 OJ0428'ESSEXVILLE, THENCE 0.85 MILE SOUTH ALONG FARLEY ROAD, AT THE
 OJ0428'SOUTHWEST CORNER OF THE INTERSECTION OF NEBOBISH ROAD, 5 FEET WEST
 OJ0428'OF THE EAST END OF A CONCRETE ABUTMENT, 25 FEET WEST OF THE CENTER-
 OJ0428'LINE OF FARLEY ROAD, AND 20 FEET SOUTH OF THE CENTERLINE OF
 OJ0428'NEBOBISH ROAD.
 OJ0428'THE MARK IS 2 FT BELOW ROADS.
 OJ0428
 OJ0428                          STATION RECOVERY (1984)
 OJ0428
 OJ0428'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0428'RECOVERED IN GOOD CONDITION.
 OJ0428
 OJ0428                          STATION RECOVERY (1997)
 OJ0428
 OJ0428'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0430 ***********************************************************************
 OJ0430  DESIGNATION -  LSC 5 C 18
 OJ0430  PID         -  OJ0430
 OJ0430  STATE/COUNTY-  MI/BAY
 OJ0430  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0430
 OJ0430                         *CURRENT SURVEY CONTROL
 OJ0430  ___________________________________________________________________
 OJ0430* NAD 83(1986)-  43 35 42.     (N)    083 45 30.     (W)     SCALED    
 OJ0430* NAVD 88     -       178.991  (meters)     587.24   (feet)  ADJUSTED  
 OJ0430  ___________________________________________________________________
 OJ0430  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0430  DYNAMIC HT  -         178.956 (meters)     587.12  (feet)  COMP
 OJ0430  MODELED GRAV-     980,421.6   (mgal)                       NAVD 88
 OJ0430
 OJ0430  VERT ORDER  -  FIRST     CLASS 0
 OJ0430
 OJ0430.The horizontal coordinates were scaled from a topographic map and have
 OJ0430.an estimated accuracy of +/- 6 seconds.
 OJ0430
 OJ0430.The orthometric height was determined by differential leveling
 OJ0430.and adjusted by the National Geodetic Survey in June 1991..
 OJ0430
 OJ0430.The geoid height was determined by GEOID03.
 OJ0430
 OJ0430.The dynamic height is computed by dividing the NAVD 88
 OJ0430.geopotential number by the normal gravity value computed on the
 OJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0430.degrees latitude (g = 980.6199 gals.).
 OJ0430
 OJ0430.The modeled gravity was interpolated from observed gravity values.
 OJ0430
 OJ0430;                    North         East    Units  Estimated Accuracy
 OJ0430;SPC MI S     -   232,890.    4,049,120.      MT  (+/- 180 meters Scaled)
 OJ0430
 OJ0430                          SUPERSEDED SURVEY CONTROL
 OJ0430
 OJ0430  NGVD 29 (??/??/92)  179.133  (m)          587.71   (f) ADJ UNCH    1 0
 OJ0430
 OJ0430.Superseded values are not recommended for survey control.
 OJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0430.See file dsdata.txt to determine how the superseded data were derived.
 OJ0430
 OJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ773305(NAD 83)
 OJ0430_MARKER: DD = SURVEY DISK
 OJ0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0430_SP_SET: WING WALL
 OJ0430_STAMPING: LSC 5C18 1976 AC
 OJ0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0430
 OJ0430  HISTORY     - Date     Condition        Report By
 OJ0430  HISTORY     - 1976     MONUMENTED       NOS
 OJ0430  HISTORY     - 1984     GOOD             USPSQD
 OJ0430  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OJ0430
 OJ0430                          STATION DESCRIPTION
 OJ0430
 OJ0430'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0430'4.7 MI SE FROM ESSEXVILLE.
 OJ0430'3.6 MILES EAST ALONG HAMPTON ROAD FROM THE EAST CITY LIMITS OF
 OJ0430'ESSEXVILLE, THENCE 4.7 MILES SOUTH ALONG FARLEY ROAD, AT THE
 OJ0430'SOUTHWEST CORNER OF THE INTERSECTION OF CENTER ROAD, 2.0 FEET
 OJ0430'NORTH OF THE SOUTH END OF A CONCRETE WING WALL OF CONCRET CULVERT,
 OJ0430'AND 25 FEET WEST OF THE CENTERLINE OF FARLEY ROAD.
 OJ0430'E1.5 AROAD
 OJ0430
 OJ0430                          STATION RECOVERY (1984)
 OJ0430
 OJ0430'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0430'RECOVERED IN GOOD CONDITION.
 OJ0430
 OJ0430                          STATION RECOVERY (1997)
 OJ0430
 OJ0430'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0433 ***********************************************************************
 OJ0433  DESIGNATION -  LSC 5 C 19
 OJ0433  PID         -  OJ0433
 OJ0433  STATE/COUNTY-  MI/BAY
 OJ0433  USGS QUAD   -  QUANICASSEE (1973)
 OJ0433
 OJ0433                         *CURRENT SURVEY CONTROL
 OJ0433  ___________________________________________________________________
 OJ0433* NAD 83(1986)-  43 35 30.     (N)    083 44 30.     (W)     SCALED    
 OJ0433* NAVD 88     -       178.697  (meters)     586.28   (feet)  ADJUSTED  
 OJ0433  ___________________________________________________________________
 OJ0433  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0433  DYNAMIC HT  -         178.663 (meters)     586.16  (feet)  COMP
 OJ0433  MODELED GRAV-     980,421.9   (mgal)                       NAVD 88
 OJ0433
 OJ0433  VERT ORDER  -  FIRST     CLASS 0
 OJ0433
 OJ0433.The horizontal coordinates were scaled from a topographic map and have
 OJ0433.an estimated accuracy of +/- 6 seconds.
 OJ0433
 OJ0433.The orthometric height was determined by differential leveling
 OJ0433.and adjusted by the National Geodetic Survey in June 1991..
 OJ0433
 OJ0433.The geoid height was determined by GEOID03.
 OJ0433
 OJ0433.The dynamic height is computed by dividing the NAVD 88
 OJ0433.geopotential number by the normal gravity value computed on the
 OJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0433.degrees latitude (g = 980.6199 gals.).
 OJ0433
 OJ0433.The modeled gravity was interpolated from observed gravity values.
 OJ0433
 OJ0433;                    North         East    Units  Estimated Accuracy
 OJ0433;SPC MI S     -   232,530.    4,050,470.      MT  (+/- 180 meters Scaled)
 OJ0433
 OJ0433                          SUPERSEDED SURVEY CONTROL
 OJ0433
 OJ0433  NGVD 29 (??/??/92)  178.839  (m)          586.74   (f) ADJ UNCH    1 0
 OJ0433
 OJ0433.Superseded values are not recommended for survey control.
 OJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0433.See file dsdata.txt to determine how the superseded data were derived.
 OJ0433
 OJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ786301(NAD 83)
 OJ0433_MARKER: DD = SURVEY DISK
 OJ0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0433_SP_SET: ABUTMENT
 OJ0433_STAMPING: LSC 5C19 1976 AC
 OJ0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0433
 OJ0433  HISTORY     - Date     Condition        Report By
 OJ0433  HISTORY     - 1976     MONUMENTED       NOS
 OJ0433  HISTORY     - 1984     GOOD             USPSQD
 OJ0433  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OJ0433
 OJ0433                          STATION DESCRIPTION
 OJ0433
 OJ0433'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0433'6 MI SE FROM ESSEXVILLE.
 OJ0433'3.6 MILES EAST ALONG HAMPTON ROAD FROM THE EAST CITY LIMITS OF
 OJ0433'ESSEXVILLE, THENCE 2.4 MILES SOUTH ALONG FARLEY ROAD, AT THE
 OJ0433'INTERSECTION OF NOLET ROAD AND HIGHWAY M25, 36.4 FEET SOUTH OF
 OJ0433'HIGHWAY M25, 19 FEET WEST OF THE CENTERLINE OF NOLET ROAD, AND
 OJ0433'0.95 FOOT NORTH OF THE SOUTH EDGE OF THE SOUTHEAST ABUTMENT OF
 OJ0433'A CONCRETE CULVERT.
 OJ0433
 OJ0433                          STATION RECOVERY (1984)
 OJ0433
 OJ0433'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0433'RECOVERED IN GOOD CONDITION.
 OJ0433
 OJ0433                          STATION RECOVERY (1997)
 OJ0433
 OJ0433'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0420 ***********************************************************************
 OJ0420  DESIGNATION -  LSC 5 C 2
 OJ0420  PID         -  OJ0420
 OJ0420  STATE/COUNTY-  MI/BAY
 OJ0420  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0420
 OJ0420                         *CURRENT SURVEY CONTROL
 OJ0420  ___________________________________________________________________
 OJ0420* NAD 83(1986)-  43 36 54.     (N)    083 50 42.     (W)     SCALED    
 OJ0420* NAVD 88     -       178.886  (meters)     586.90   (feet)  ADJUSTED  
 OJ0420  ___________________________________________________________________
 OJ0420  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0420  DYNAMIC HT  -         178.851 (meters)     586.78  (feet)  COMP
 OJ0420  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 OJ0420
 OJ0420  VERT ORDER  -  FIRST     CLASS 0
 OJ0420
 OJ0420.The horizontal coordinates were scaled from a topographic map and have
 OJ0420.an estimated accuracy of +/- 6 seconds.
 OJ0420
 OJ0420.The orthometric height was determined by differential leveling
 OJ0420.and adjusted by the National Geodetic Survey in June 1991..
 OJ0420
 OJ0420.The geoid height was determined by GEOID03.
 OJ0420
 OJ0420.The dynamic height is computed by dividing the NAVD 88
 OJ0420.geopotential number by the normal gravity value computed on the
 OJ0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0420.degrees latitude (g = 980.6199 gals.).
 OJ0420
 OJ0420.The modeled gravity was interpolated from observed gravity values.
 OJ0420
 OJ0420;                    North         East    Units  Estimated Accuracy
 OJ0420;SPC MI S     -   235,070.    4,042,110.      MT  (+/- 180 meters Scaled)
 OJ0420
 OJ0420                          SUPERSEDED SURVEY CONTROL
 OJ0420
 OJ0420  NGVD 29 (??/??/92)  179.025  (m)          587.35   (f) ADJ UNCH    1 0
 OJ0420
 OJ0420.Superseded values are not recommended for survey control.
 OJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0420.See file dsdata.txt to determine how the superseded data were derived.
 OJ0420
 OJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ704330(NAD 83)
 OJ0420_MARKER: DD = SURVEY DISK
 OJ0420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0420_SP_SET: COPPER-CLAD STEEL ROD
 OJ0420_STAMPING: LSC 5C2 1976 AC
 OJ0420_PROJECTION: FLUSH
 OJ0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0420_ROD/PIPE-DEPTH: 3.96 meters
 OJ0420
 OJ0420  HISTORY     - Date     Condition        Report By
 OJ0420  HISTORY     - 1976     MONUMENTED       NOS
 OJ0420  HISTORY     - 19950915 GOOD             USPSQD
 OJ0420
 OJ0420                          STATION DESCRIPTION
 OJ0420
 OJ0420'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0420'IN ESSEXVILLE.
 OJ0420'IN ESSEXVILLE, AT THE SOUTHEAST CORNER OF THE ESSEXVILLE SEWAGE
 OJ0420'TREATMENT PLANT, 34 FEET SOUTH OF A 10-INCH MAPLE TREE AND IN LINE
 OJ0420'WITH A 10-INCH MAPLE TREE, AND 9 FEET NOTH OF A CHAIN LINK FENCE ON
 OJ0420'THE SOUTH SIDE OF THE PROPERTY.
 OJ0420
 OJ0420                          STATION RECOVERY (1995)
 OJ0420
 OJ0420'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0434 ***********************************************************************
 OJ0434  DESIGNATION -  LSC 5 C 20
 OJ0434  PID         -  OJ0434
 OJ0434  STATE/COUNTY-  MI/BAY
 OJ0434  USGS QUAD   -  QUANICASSEE (1973)
 OJ0434
 OJ0434                         *CURRENT SURVEY CONTROL
 OJ0434  ___________________________________________________________________
 OJ0434* NAD 83(1986)-  43 35 00.     (N)    083 43 00.     (W)     SCALED    
 OJ0434* NAVD 88     -       178.335  (meters)     585.09   (feet)  ADJUSTED  
 OJ0434  ___________________________________________________________________
 OJ0434  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ0434  DYNAMIC HT  -         178.300 (meters)     584.97  (feet)  COMP
 OJ0434  MODELED GRAV-     980,422.1   (mgal)                       NAVD 88
 OJ0434
 OJ0434  VERT ORDER  -  FIRST     CLASS 0
 OJ0434
 OJ0434.The horizontal coordinates were scaled from a topographic map and have
 OJ0434.an estimated accuracy of +/- 6 seconds.
 OJ0434
 OJ0434.The orthometric height was determined by differential leveling
 OJ0434.and adjusted by the National Geodetic Survey in June 1991..
 OJ0434
 OJ0434.The geoid height was determined by GEOID03.
 OJ0434
 OJ0434.The dynamic height is computed by dividing the NAVD 88
 OJ0434.geopotential number by the normal gravity value computed on the
 OJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0434.degrees latitude (g = 980.6199 gals.).
 OJ0434
 OJ0434.The modeled gravity was interpolated from observed gravity values.
 OJ0434
 OJ0434;                    North         East    Units  Estimated Accuracy
 OJ0434;SPC MI S     -   231,620.    4,052,500.      MT  (+/- 180 meters Scaled)
 OJ0434
 OJ0434                          SUPERSEDED SURVEY CONTROL
 OJ0434
 OJ0434  NGVD 29 (??/??/92)  178.477  (m)          585.55   (f) ADJ UNCH    1 0
 OJ0434
 OJ0434.Superseded values are not recommended for survey control.
 OJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0434.See file dsdata.txt to determine how the superseded data were derived.
 OJ0434
 OJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ806291(NAD 83)
 OJ0434_MARKER: DD = SURVEY DISK
 OJ0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0434_SP_SET: ABUTMENT
 OJ0434_STAMPING: LSC 5C20 1976 AC
 OJ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0434
 OJ0434  HISTORY     - Date     Condition        Report By
 OJ0434  HISTORY     - 1976     MONUMENTED       NOS
 OJ0434  HISTORY     - 1984     GOOD             USPSQD
 OJ0434  HISTORY     - 19970419 GOOD             USPSQD
 OJ0434
 OJ0434                          STATION DESCRIPTION
 OJ0434
 OJ0434'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0434'2.5 MI WEST FROM QUANICASSEE.
 OJ0434'2.5 MILES WEST ALONG HIGHWAY M25 FROM QUANICASSEE,AT THE SOUTHWEST
 OJ0434'CORNER OF THE INTERSECTION OF COTTER ROAD, 32 FEET WEST OF THE CENTER-
 OJ0434'LINE OF THE ROAD, 22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 OJ0434'1.8 FEET EAST OF THE WEST EDGE OF THE WEST ABUTMENT OF A CONCRETE
 OJ0434'CULVERT.
 OJ0434
 OJ0434                          STATION RECOVERY (1984)
 OJ0434
 OJ0434'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0434'RECOVERED IN GOOD CONDITION.
 OJ0434
 OJ0434                          STATION RECOVERY (1997)
 OJ0434
 OJ0434'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0435 ***********************************************************************
 OJ0435  DESIGNATION -  LSC 5 C 21
 OJ0435  PID         -  OJ0435
 OJ0435  STATE/COUNTY-  MI/BAY
 OJ0435  USGS QUAD   -  QUANICASSEE (1973)
 OJ0435
 OJ0435                         *CURRENT SURVEY CONTROL
 OJ0435  ___________________________________________________________________
 OJ0435* NAD 83(1986)-  43 34 48.     (N)    083 42 00.     (W)     SCALED    
 OJ0435* NAVD 88     -       177.467  (meters)     582.24   (feet)  ADJUSTED  
 OJ0435  ___________________________________________________________________
 OJ0435  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ0435  DYNAMIC HT  -         177.432 (meters)     582.12  (feet)  COMP
 OJ0435  MODELED GRAV-     980,422.4   (mgal)                       NAVD 88
 OJ0435
 OJ0435  VERT ORDER  -  FIRST     CLASS 0
 OJ0435
 OJ0435.The horizontal coordinates were scaled from a topographic map and have
 OJ0435.an estimated accuracy of +/- 6 seconds.
 OJ0435
 OJ0435.The orthometric height was determined by differential leveling
 OJ0435.and adjusted by the National Geodetic Survey in June 1991..
 OJ0435
 OJ0435.The geoid height was determined by GEOID03.
 OJ0435
 OJ0435.The dynamic height is computed by dividing the NAVD 88
 OJ0435.geopotential number by the normal gravity value computed on the
 OJ0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0435.degrees latitude (g = 980.6199 gals.).
 OJ0435
 OJ0435.The modeled gravity was interpolated from observed gravity values.
 OJ0435
 OJ0435;                    North         East    Units  Estimated Accuracy
 OJ0435;SPC MI S     -   231,260.    4,053,850.      MT  (+/- 180 meters Scaled)
 OJ0435
 OJ0435                          SUPERSEDED SURVEY CONTROL
 OJ0435
 OJ0435  NGVD 29 (??/??/92)  177.610  (m)          582.71   (f) ADJ UNCH    1 0
 OJ0435
 OJ0435.Superseded values are not recommended for survey control.
 OJ0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0435.See file dsdata.txt to determine how the superseded data were derived.
 OJ0435
 OJ0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ820287(NAD 83)
 OJ0435_MARKER: DD = SURVEY DISK
 OJ0435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0435_SP_SET: COPPER-CLAD STEEL ROD
 OJ0435_STAMPING: LSC 5 C 21 1976 AC
 OJ0435_PROJECTION: FLUSH
 OJ0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0435_ROD/PIPE-DEPTH: 4.27 meters
 OJ0435
 OJ0435  HISTORY     - Date     Condition        Report By
 OJ0435  HISTORY     - 1976     MONUMENTED       NOS
 OJ0435  HISTORY     - 1984     GOOD             USPSQD
 OJ0435
 OJ0435                          STATION DESCRIPTION
 OJ0435
 OJ0435'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0435'1.5 MI WEST FROM QUANICASSEE.
 OJ0435'1.5 MILES WEST ALONG HGIGHWAY M25 FROM QUANICASSEE, 0.9 MILE WEST OF
 OJ0435'THE QUANICASSEE RIVER, 0.1 MILE WEST OF THE TUSCOLA COUNTY LINE, AT
 OJ0435'COUNTY LINE MARKET , 61 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 OJ0435'16.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER AND IN LINE WITH THE SOUTH
 OJ0435'FACE OF THE MARKET, AND IN A NORTH-SOUTH LINE WITH 3 SMALL TREES.
 OJ0435
 OJ0435                          STATION RECOVERY (1984)
 OJ0435
 OJ0435'RECOVERY NOTE BY US POWER SQUADRON 1984
 OJ0435'DISC NOW ON SOUTH FACE OF HOUSE (1971 CENTER RD) JUST EAST OF MARKET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0436 ***********************************************************************
 OJ0436  DESIGNATION -  LSC 5 C 22
 OJ0436  PID         -  OJ0436
 OJ0436  STATE/COUNTY-  MI/TUSCOLA
 OJ0436  USGS QUAD   -  QUANICASSEE (1973)
 OJ0436
 OJ0436                         *CURRENT SURVEY CONTROL
 OJ0436  ___________________________________________________________________
 OJ0436* NAD 83(1986)-  43 34 42.     (N)    083 41 00.     (W)     SCALED    
 OJ0436* NAVD 88     -       179.780  (meters)     589.83   (feet)  ADJUSTED  
 OJ0436  ___________________________________________________________________
 OJ0436  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0436  DYNAMIC HT  -         179.746 (meters)     589.72  (feet)  COMP
 OJ0436  MODELED GRAV-     980,422.9   (mgal)                       NAVD 88
 OJ0436
 OJ0436  VERT ORDER  -  FIRST     CLASS 0
 OJ0436
 OJ0436.The horizontal coordinates were scaled from a topographic map and have
 OJ0436.an estimated accuracy of +/- 6 seconds.
 OJ0436
 OJ0436.The orthometric height was determined by differential leveling
 OJ0436.and adjusted by the National Geodetic Survey in June 1991..
 OJ0436
 OJ0436.The geoid height was determined by GEOID03.
 OJ0436
 OJ0436.The dynamic height is computed by dividing the NAVD 88
 OJ0436.geopotential number by the normal gravity value computed on the
 OJ0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0436.degrees latitude (g = 980.6199 gals.).
 OJ0436
 OJ0436.The modeled gravity was interpolated from observed gravity values.
 OJ0436
 OJ0436;                    North         East    Units  Estimated Accuracy
 OJ0436;SPC MI S     -   231,090.    4,055,190.      MT  (+/- 180 meters Scaled)
 OJ0436
 OJ0436                          SUPERSEDED SURVEY CONTROL
 OJ0436
 OJ0436  NGVD 29 (??/??/92)  179.924  (m)          590.30   (f) ADJ UNCH    1 0
 OJ0436
 OJ0436.Superseded values are not recommended for survey control.
 OJ0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0436.See file dsdata.txt to determine how the superseded data were derived.
 OJ0436
 OJ0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ833285(NAD 83)
 OJ0436_MARKER: DD = SURVEY DISK
 OJ0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0436_SP_SET: ABUTMENT
 OJ0436_STAMPING: LSC 5 C 22 1976 AC
 OJ0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0436+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0436
 OJ0436  HISTORY     - Date     Condition        Report By
 OJ0436  HISTORY     - 1976     MONUMENTED       NOS
 OJ0436  HISTORY     - 19990530 GOOD             USPSQD
 OJ0436  HISTORY     - 20041025 GOOD             USPSQD
 OJ0436
 OJ0436                          STATION DESCRIPTION
 OJ0436
 OJ0436'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0436'1 MI WEST FROM QUANICASSEE.
 OJ0436'1 MILE WEST ALONG HIGHWAY M 25 FROM QUANICASSEE, AT THE QUANICASSEE
 OJ0436'RIVER BRIDGE, 20.3 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,AND
 OJ0436'0.7 FOOT WEST OF THE EAST EDGE OF THE SOUTHEAST ABOUTMENT OF THE
 OJ0436'BRIDGE.
 OJ0436'THE MARK IS 1 FT ABOVE HIGHWAY.
 OJ0436
 OJ0436                          STATION RECOVERY (1999)
 OJ0436
 OJ0436'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0436'RECOVERED IN GOOD CONDITION.
 OJ0436
 OJ0436                          STATION RECOVERY (2004)
 OJ0436
 OJ0436'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0436'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1154 ***********************************************************************
 OJ1154  DESIGNATION -  LSC 5 C 23 RESET
 OJ1154  PID         -  OJ1154
 OJ1154  STATE/COUNTY-  MI/TUSCOLA
 OJ1154  USGS QUAD   -  QUANICASSEE (1973)
 OJ1154
 OJ1154                         *CURRENT SURVEY CONTROL
 OJ1154  ___________________________________________________________________
 OJ1154* NAD 83(1986)-  43 35 00.     (N)    083 39 48.     (W)     SCALED    
 OJ1154* NAVD 88     -       178.17   (meters)     584.5    (feet)  RESET     
 OJ1154  ___________________________________________________________________
 OJ1154  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OJ1154
 OJ1154  VERT ORDER  -  THIRD
 OJ1154
 OJ1154.The horizontal coordinates were scaled from a topographic map and have
 OJ1154.an estimated accuracy of +/- 6 seconds.
 OJ1154
 OJ1154.The orthometric height was computed from unverified reset data.
 OJ1154.No vertical observational check was made to the station.
 OJ1154
 OJ1154.The geoid height was determined by GEOID03.
 OJ1154
 OJ1154;                    North         East    Units  Estimated Accuracy
 OJ1154;SPC MI S     -   231,660.    4,056,800.      MT  (+/- 180 meters Scaled)
 OJ1154
 OJ1154                          SUPERSEDED SURVEY CONTROL
 OJ1154
 OJ1154  NGVD 29 (03/27/06)  178.31   (m)          585.0    (f) RESET       3  
 OJ1154
 OJ1154.Superseded values are not recommended for survey control.
 OJ1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1154.See file dsdata.txt to determine how the superseded data were derived.
 OJ1154
 OJ1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ849290(NAD 83)
 OJ1154_MARKER: DV = VERTICAL CONTROL DISK
 OJ1154_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 OJ1154+WITH SETTING: PAVEMENT
 OJ1154_SP_SET: JUNCTION BOX
 OJ1154_STAMPING: LSC 5C 23 AC RESET 1985
 OJ1154_MARK LOGO: NGS   
 OJ1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1154+STABILITY: SURFACE MOTION
 OJ1154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1154+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ1154
 OJ1154  HISTORY     - Date     Condition        Report By
 OJ1154  HISTORY     - 1985     MONUMENTED       NGS
 OJ1154  HISTORY     - 19990530 GOOD             USPSQD
 OJ1154  HISTORY     - 20041025 GOOD             USPSQD
 OJ1154
 OJ1154                          STATION DESCRIPTION
 OJ1154
 OJ1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1154'0.5 MI (0.8 KM) WEST ALONG HIGHWAY M 25 (82.0 FT) FROM QUANICASSEE, AT
 OJ1154'THE NORTHEAST CORNER OF THE INTERSECTION OF QUANICASSEE ROAD, 52.0 FT
 OJ1154'(15.8 M) EAST OF THE CENTERLINE OF QUANICASSEE ROAD, 65.0 FT
 OJ1154'(19.8 M) NORTH OF THE CENTERLINE OF M-25, 3.0 FT (0.9 M) NORTHWEST OF
 OJ1154'A UTILITY POLE AND 1.0 FT (0.3 M) EAST FROM A WITNESS POST, IN THE
 OJ1154'SOUTHWEST CORNER OF A CONCRETE BASE FOR A TELEPHONE JUNCTION BOX
 OJ1154'WHICH PROJECTS 1.5 FEET ABOVE GROUND.
 OJ1154
 OJ1154                          STATION RECOVERY (1999)
 OJ1154
 OJ1154'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1154'RECOVERED IN GOOD CONDITION.
 OJ1154
 OJ1154                          STATION RECOVERY (2004)
 OJ1154
 OJ1154'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ1154'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1155 ***********************************************************************
 OJ1155  DESIGNATION -  LSC 5 C 24 RESET
 OJ1155  PID         -  OJ1155
 OJ1155  STATE/COUNTY-  MI/TUSCOLA
 OJ1155  USGS QUAD   -  QUANICASSEE (1973)
 OJ1155
 OJ1155                         *CURRENT SURVEY CONTROL
 OJ1155  ___________________________________________________________________
 OJ1155* NAD 83(1986)-  43 35 42.     (N)    083 38 42.     (W)     SCALED    
 OJ1155* NAVD 88     -       179.41   (meters)     588.6    (feet)  RESET     
 OJ1155  ___________________________________________________________________
 OJ1155  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OJ1155
 OJ1155  VERT ORDER  -  THIRD
 OJ1155
 OJ1155.The horizontal coordinates were scaled from a topographic map and have
 OJ1155.an estimated accuracy of +/- 6 seconds.
 OJ1155
 OJ1155.The orthometric height was computed from unverified reset data.
 OJ1155.No vertical observational check was made to the station.
 OJ1155
 OJ1155.The geoid height was determined by GEOID03.
 OJ1155
 OJ1155;                    North         East    Units  Estimated Accuracy
 OJ1155;SPC MI S     -   232,970.    4,058,270.      MT  (+/- 180 meters Scaled)
 OJ1155
 OJ1155                          SUPERSEDED SURVEY CONTROL
 OJ1155
 OJ1155  NGVD 29 (03/27/06)  179.55   (m)          589.1    (f) RESET       3  
 OJ1155
 OJ1155.Superseded values are not recommended for survey control.
 OJ1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1155.See file dsdata.txt to determine how the superseded data were derived.
 OJ1155
 OJ1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ864302(NAD 83)
 OJ1155_MARKER: DV = VERTICAL CONTROL DISK
 OJ1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1155_SP_SET: CONCRETE POST
 OJ1155_STAMPING: LSC 5C 24 AC RESET 1985
 OJ1155_MARK LOGO: NGS   
 OJ1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1155+STABILITY: SURFACE MOTION
 OJ1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1155+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ1155
 OJ1155  HISTORY     - Date     Condition        Report By
 OJ1155  HISTORY     - 1985     MONUMENTED       NGS
 OJ1155  HISTORY     - 19990530 GOOD             USPSQD
 OJ1155  HISTORY     - 20041025 GOOD             USPSQD
 OJ1155
 OJ1155                          STATION DESCRIPTION
 OJ1155
 OJ1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1155'1.7 MI (2.7 KM) NORTHEAST ALONG HIGHWAY M-25 FROM QUANICASSEE, AT THE
 OJ1155'NORTHEAST CORNER OF THE INTERSECTION OF BRADFORD ROAD, 62.0 FT
 OJ1155'(18.9 M) NORTH FROM THE CENTERLINE OF M-25, 52.6 FT (16.0 M) EAST
 OJ1155'FROM THE CENTERLINE OF BRADFORD ROAD AND 2.0 FT (0.6 M) WEST OF A
 OJ1155'UTILITY POLE AND WITNESS POST, MARK IS FLUSH WITH THE GROUND.
 OJ1155
 OJ1155                          STATION RECOVERY (1999)
 OJ1155
 OJ1155'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1155'RECOVERED IN GOOD CONDITION.
 OJ1155
 OJ1155                          STATION RECOVERY (2004)
 OJ1155
 OJ1155'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ1155'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1156 ***********************************************************************
 OJ1156  DESIGNATION -  LSC 5 C 25 RESET
 OJ1156  PID         -  OJ1156
 OJ1156  STATE/COUNTY-  MI/TUSCOLA
 OJ1156  USGS QUAD   -  QUANICASSEE (1973)
 OJ1156
 OJ1156                         *CURRENT SURVEY CONTROL
 OJ1156  ___________________________________________________________________
 OJ1156* NAD 83(1986)-  43 36 12.     (N)    083 37 30.     (W)     SCALED    
 OJ1156* NAVD 88     -       181.45   (meters)     595.3    (feet)  RESET     
 OJ1156  ___________________________________________________________________
 OJ1156  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ1156
 OJ1156  VERT ORDER  -  THIRD
 OJ1156
 OJ1156.The horizontal coordinates were scaled from a topographic map and have
 OJ1156.an estimated accuracy of +/- 6 seconds.
 OJ1156
 OJ1156.The orthometric height was computed from unverified reset data.
 OJ1156.No vertical observational check was made to the station.
 OJ1156
 OJ1156.The geoid height was determined by GEOID03.
 OJ1156
 OJ1156;                    North         East    Units  Estimated Accuracy
 OJ1156;SPC MI S     -   233,910.    4,059,880.      MT  (+/- 180 meters Scaled)
 OJ1156
 OJ1156                          SUPERSEDED SURVEY CONTROL
 OJ1156
 OJ1156  NGVD 29 (03/27/06)  181.60   (m)          595.8    (f) RESET       3  
 OJ1156
 OJ1156.Superseded values are not recommended for survey control.
 OJ1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1156.See file dsdata.txt to determine how the superseded data were derived.
 OJ1156
 OJ1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ881311(NAD 83)
 OJ1156_MARKER: DV = VERTICAL CONTROL DISK
 OJ1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1156_SP_SET: CONCRETE POST
 OJ1156_STAMPING: LSC 5C 25 AC RESET 1985
 OJ1156_MARK LOGO: NGS   
 OJ1156_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1156+STABILITY: SURFACE MOTION
 OJ1156
 OJ1156  HISTORY     - Date     Condition        Report By
 OJ1156  HISTORY     - 1985     MONUMENTED       NGS
 OJ1156  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ1156  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ1156
 OJ1156                          STATION DESCRIPTION
 OJ1156
 OJ1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1156'3.5 MI (5.6 KM) NORTHEAST ALONG HIGHWAY M 25 (82.0 FT) FROM
 OJ1156'QUANICASSEE, 0.6 MI (1.0 KM) SOUTHWEST OF SQUAW CREEK, AT THE
 OJ1156'NORTHEAST CORNER OF THE INTERSECTION OF BRADLEYVILLE ROAD, 76.0 FT
 OJ1156'(23.2 M) EAST OF THE CENTERLINE OF BRADLEYVILLE ROAD, 61.0 NORTH OF
 OJ1156'THE CENTERLINE OF M-25, 2.5 FT (0.8 M) WEST OF A UTILITY POLE AND
 OJ1156'WITNESS POST AND ABOUT 1.5 FT (0.5 M) BELOW HIGHWAY.
 OJ1156
 OJ1156                          STATION RECOVERY (1999)
 OJ1156
 OJ1156'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1156'MARK NOT FOUND.
 OJ1156
 OJ1156                          STATION RECOVERY (2004)
 OJ1156
 OJ1156'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ1156'RECOVERED CEMENT MONUMENT WITH DISK MISSING.
 OJ1156' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1157 ***********************************************************************
 OJ1157  DESIGNATION -  LSC 5 C 26 RESET
 OJ1157  PID         -  OJ1157
 OJ1157  STATE/COUNTY-  MI/TUSCOLA
 OJ1157  USGS QUAD   -  FAIRGROVE (1973)
 OJ1157
 OJ1157                         *CURRENT SURVEY CONTROL
 OJ1157  ___________________________________________________________________
 OJ1157* NAD 83(1986)-  43 36 42.     (N)    083 36 30.     (W)     SCALED    
 OJ1157* NAVD 88     -       180.61   (meters)     592.6    (feet)  RESET     
 OJ1157  ___________________________________________________________________
 OJ1157  GEOID HEIGHT-         -34.45  (meters)                     GEOID03
 OJ1157
 OJ1157  VERT ORDER  -  THIRD
 OJ1157
 OJ1157.The horizontal coordinates were scaled from a topographic map and have
 OJ1157.an estimated accuracy of +/- 6 seconds.
 OJ1157
 OJ1157.The orthometric height was computed from unverified reset data.
 OJ1157.No vertical observational check was made to the station.
 OJ1157
 OJ1157.The geoid height was determined by GEOID03.
 OJ1157
 OJ1157;                    North         East    Units  Estimated Accuracy
 OJ1157;SPC MI S     -   234,840.    4,061,220.      MT  (+/- 180 meters Scaled)
 OJ1157
 OJ1157                          SUPERSEDED SURVEY CONTROL
 OJ1157
 OJ1157  NGVD 29 (03/27/06)  180.76   (m)          593.0    (f) RESET       3  
 OJ1157
 OJ1157.Superseded values are not recommended for survey control.
 OJ1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1157.See file dsdata.txt to determine how the superseded data were derived.
 OJ1157
 OJ1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ895320(NAD 83)
 OJ1157_MARKER: DV = VERTICAL CONTROL DISK
 OJ1157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ1157_SP_SET: HEADWALL
 OJ1157_STAMPING: LSC 5C 26 AC RESET 1985
 OJ1157_MARK LOGO: NGS   
 OJ1157_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1157+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ1157
 OJ1157  HISTORY     - Date     Condition        Report By
 OJ1157  HISTORY     - 1985     MONUMENTED       NGS
 OJ1157  HISTORY     - 19990530 GOOD             USPSQD
 OJ1157  HISTORY     - 20041025 GOOD             USPSQD
 OJ1157
 OJ1157                          STATION DESCRIPTION
 OJ1157
 OJ1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1157'4.6 MI (7.4 KM) NORTHEAST ALONG HIGHWAY M 25, FROM QUANICASSEE, IN
 OJ1157'SQUAW CREEK, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF N. GARNER
 OJ1157'ROAD, IN THE NORTH END OF THE EAST SIDE OF A 3 FOOT BY 3 FOOT SQUARE
 OJ1157'CONCRETE CULVERT UNDER N. GARNER ROAD, 47.0 FT (14.3 M) SOUTH FROM
 OJ1157'THE CENTERLINE OF M-25, 27.0 FT (8.2 M) EAST FROM THE CENTERLINE OF
 OJ1157'N. GARNER ROAD AND 0.6 FT (0.2 M) SOUTH OF A WITNESS POST.
 OJ1157
 OJ1157                          STATION RECOVERY (1999)
 OJ1157
 OJ1157'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1157'RECOVERED IN GOOD CONDITION.
 OJ1157
 OJ1157                          STATION RECOVERY (2004)
 OJ1157
 OJ1157'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ1157'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0444 ***********************************************************************
 OJ0444  DESIGNATION -  LSC 5 C 28
 OJ0444  PID         -  OJ0444
 OJ0444  STATE/COUNTY-  MI/TUSCOLA
 OJ0444  USGS QUAD   -  FAIRGROVE (1973)
 OJ0444
 OJ0444                         *CURRENT SURVEY CONTROL
 OJ0444  ___________________________________________________________________
 OJ0444* NAD 83(1986)-  43 36 42.     (N)    083 34 00.     (W)     SCALED    
 OJ0444* NAVD 88     -       182.528  (meters)     598.84   (feet)  ADJUSTED  
 OJ0444  ___________________________________________________________________
 OJ0444  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 OJ0444  DYNAMIC HT  -         182.494 (meters)     598.73  (feet)  COMP
 OJ0444  MODELED GRAV-     980,430.8   (mgal)                       NAVD 88
 OJ0444
 OJ0444  VERT ORDER  -  FIRST     CLASS 0
 OJ0444
 OJ0444.The horizontal coordinates were scaled from a topographic map and have
 OJ0444.an estimated accuracy of +/- 6 seconds.
 OJ0444
 OJ0444.The orthometric height was determined by differential leveling
 OJ0444.and adjusted by the National Geodetic Survey in June 1991..
 OJ0444
 OJ0444.The geoid height was determined by GEOID03.
 OJ0444
 OJ0444.The dynamic height is computed by dividing the NAVD 88
 OJ0444.geopotential number by the normal gravity value computed on the
 OJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0444.degrees latitude (g = 980.6199 gals.).
 OJ0444
 OJ0444.The modeled gravity was interpolated from observed gravity values.
 OJ0444
 OJ0444;                    North         East    Units  Estimated Accuracy
 OJ0444;SPC MI S     -   234,880.    4,064,580.      MT  (+/- 180 meters Scaled)
 OJ0444
 OJ0444                          SUPERSEDED SURVEY CONTROL
 OJ0444
 OJ0444  NGVD 29 (??/??/92)  182.673  (m)          599.32   (f) ADJ UNCH    1 0
 OJ0444
 OJ0444.Superseded values are not recommended for survey control.
 OJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0444.See file dsdata.txt to determine how the superseded data were derived.
 OJ0444
 OJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ928319(NAD 83)
 OJ0444_MARKER: DD = SURVEY DISK
 OJ0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0444_SP_SET: ABUTMENT
 OJ0444_STAMPING: LSC 5C28 AC
 OJ0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0444+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0444
 OJ0444  HISTORY     - Date     Condition        Report By
 OJ0444  HISTORY     - 1976     MONUMENTED       NOS
 OJ0444  HISTORY     - 19990530 GOOD             USPSQD
 OJ0444  HISTORY     - 20041025 GOOD             USPSQD
 OJ0444
 OJ0444                          STATION DESCRIPTION
 OJ0444
 OJ0444'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0444'6.2 MI NE FROM QUANICASSEE.
 OJ0444'6.2 MILES NORTHEAST ALONG DICKERSON ROAD OF QUANICASSEE, AT THE
 OJ0444'NORTHEAST CORNER OF THE INTERSECTION OF KIRK ROAD, 71.6 FEET EAST
 OJ0444'OF THE CENTERLINE OF KIRK ROAD, 22.7 FEET NORTH OF THE CENTERLINE
 OJ0444'OF DICKERSON ROAD, 4.0 FEET SOUTH OF THE NORTH EDGE OF CONCRETE
 OJ0444'ABUTMENT FOR A CONTRETE CULVERT, AND 0.4 FOOT EAST OF THE WEST
 OJ0444'EDGE OF THE ABUTMENT.
 OJ0444
 OJ0444                          STATION RECOVERY (1999)
 OJ0444
 OJ0444'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0444'RECOVERED IN GOOD CONDITION.
 OJ0444
 OJ0444                          STATION RECOVERY (2004)
 OJ0444
 OJ0444'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0444'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0446 ***********************************************************************
 OJ0446  DESIGNATION -  LSC 5 C 29
 OJ0446  PID         -  OJ0446
 OJ0446  STATE/COUNTY-  MI/TUSCOLA
 OJ0446  USGS QUAD   -  FAIRGROVE (1973)
 OJ0446
 OJ0446                         *CURRENT SURVEY CONTROL
 OJ0446  ___________________________________________________________________
 OJ0446* NAD 83(1986)-  43 36 42.     (N)    083 31 36.     (W)     SCALED    
 OJ0446* NAVD 88     -       184.661  (meters)     605.84   (feet)  ADJUSTED  
 OJ0446  ___________________________________________________________________
 OJ0446  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ0446  DYNAMIC HT  -         184.627 (meters)     605.73  (feet)  COMP
 OJ0446  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 OJ0446
 OJ0446  VERT ORDER  -  FIRST     CLASS 0
 OJ0446
 OJ0446.The horizontal coordinates were scaled from a topographic map and have
 OJ0446.an estimated accuracy of +/- 6 seconds.
 OJ0446
 OJ0446.The orthometric height was determined by differential leveling
 OJ0446.and adjusted by the National Geodetic Survey in June 1991..
 OJ0446
 OJ0446.The geoid height was determined by GEOID03.
 OJ0446
 OJ0446.The dynamic height is computed by dividing the NAVD 88
 OJ0446.geopotential number by the normal gravity value computed on the
 OJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0446.degrees latitude (g = 980.6199 gals.).
 OJ0446
 OJ0446.The modeled gravity was interpolated from observed gravity values.
 OJ0446
 OJ0446;                    North         East    Units  Estimated Accuracy
 OJ0446;SPC MI S     -   234,910.    4,067,810.      MT  (+/- 180 meters Scaled)
 OJ0446
 OJ0446                          SUPERSEDED SURVEY CONTROL
 OJ0446
 OJ0446  NGVD 29 (??/??/92)  184.807  (m)          606.32   (f) ADJ UNCH    1 0
 OJ0446
 OJ0446.Superseded values are not recommended for survey control.
 OJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0446.See file dsdata.txt to determine how the superseded data were derived.
 OJ0446
 OJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ961318(NAD 83)
 OJ0446_MARKER: DD = SURVEY DISK
 OJ0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0446_SP_SET: ABUTMENT
 OJ0446_STAMPING: LSC 5C29 1976
 OJ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0446+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0446
 OJ0446  HISTORY     - Date     Condition        Report By
 OJ0446  HISTORY     - 1976     MONUMENTED       NOS
 OJ0446  HISTORY     - 19990530 GOOD             USPSQD
 OJ0446  HISTORY     - 20041025 GOOD             USPSQD
 OJ0446
 OJ0446                          STATION DESCRIPTION
 OJ0446
 OJ0446'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0446'8.2 MI NE FROM QUANICASSEE.
 OJ0446'8.2 MILES NORTHEAST ALONG DICKERSON ROAD FROM QUANICASSEE, 2.8
 OJ0446'MILES WEST OF THE INTERSECTION OF HIGHWAY M 138, AT THE SOUTHWEST
 OJ0446'CORNER OF THE INTERSECTION OF RINGLE ROAD, 24.6 FEET EAST OF THE
 OJ0446'CENTERLINE OF DICKERSON ROAD, 5 FEET SOUTH OF THE NORTH EDGE OF
 OJ0446'THE CONCRETE ABUTMENT FOR A CULVERT UNDER DICKESON ROAD, AND 0.7
 OJ0446'FOOT WEST OF THE EAST EDGE OF THE ABUTMENT.
 OJ0446
 OJ0446                          STATION RECOVERY (1999)
 OJ0446
 OJ0446'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0446'RECOVERED IN GOOD CONDITION.
 OJ0446
 OJ0446                          STATION RECOVERY (2004)
 OJ0446
 OJ0446'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0446'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0536 ***********************************************************************
 OJ0536  DESIGNATION -  LSC 5 C 3
 OJ0536  PID         -  OJ0536
 OJ0536  STATE/COUNTY-  MI/BAY
 OJ0536  USGS QUAD   -  ESSEXVILLE (1973)
 OJ0536
 OJ0536                         *CURRENT SURVEY CONTROL
 OJ0536  ___________________________________________________________________
 OJ0536* NAD 83(1986)-  43 36 30.     (N)    083 52 24.     (W)     SCALED    
 OJ0536* NAVD 88     -       179.957  (meters)     590.41   (feet)  ADJUSTED  
 OJ0536  ___________________________________________________________________
 OJ0536  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0536  DYNAMIC HT  -         179.922 (meters)     590.29  (feet)  COMP
 OJ0536  MODELED GRAV-     980,420.2   (mgal)                       NAVD 88
 OJ0536
 OJ0536  VERT ORDER  -  FIRST     CLASS 0
 OJ0536
 OJ0536.The horizontal coordinates were scaled from a topographic map and have
 OJ0536.an estimated accuracy of +/- 6 seconds.
 OJ0536
 OJ0536.The orthometric height was determined by differential leveling
 OJ0536.and adjusted by the National Geodetic Survey in June 1991..
 OJ0536
 OJ0536.The geoid height was determined by GEOID03.
 OJ0536
 OJ0536.The dynamic height is computed by dividing the NAVD 88
 OJ0536.geopotential number by the normal gravity value computed on the
 OJ0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0536.degrees latitude (g = 980.6199 gals.).
 OJ0536
 OJ0536.The modeled gravity was interpolated from observed gravity values.
 OJ0536
 OJ0536;                    North         East    Units  Estimated Accuracy
 OJ0536;SPC MI S     -   234,310.    4,039,830.      MT  (+/- 180 meters Scaled)
 OJ0536
 OJ0536                          SUPERSEDED SURVEY CONTROL
 OJ0536
 OJ0536  NGVD 29 (??/??/92)  180.096  (m)          590.87   (f) ADJ UNCH    1 0
 OJ0536
 OJ0536.Superseded values are not recommended for survey control.
 OJ0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0536.See file dsdata.txt to determine how the superseded data were derived.
 OJ0536
 OJ0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ681323(NAD 83)
 OJ0536_MARKER: DD = SURVEY DISK
 OJ0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0536_SP_SET: CONCRETE POST
 OJ0536_STAMPING: LSC 5C3 1976 AC
 OJ0536_PROJECTION: PROJECTING 10 CENTIMETERS
 OJ0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0536+STABILITY: SURFACE MOTION
 OJ0536
 OJ0536  HISTORY     - Date     Condition        Report By
 OJ0536  HISTORY     - 1976     MONUMENTED       NOS
 OJ0536
 OJ0536                          STATION DESCRIPTION
 OJ0536
 OJ0536'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0536'IN BAY.
 OJ0536'ON A PILLAR SUPPORT OF SOUTH APPROACH TO THE BELINDA ST. BRIDGE OVER
 OJ0536'THE SAGINAW RIVER, 800 FT. EAST OF BELINDA ST. 61.8 FT. NORTHWEST OF
 OJ0536'FIRE PLUG, 46.6 FT. NORTH CENTERLINE OF N. WATER ST., 16.7 FT. NORTH
 OJ0536'OF MOST NORTHERLY RAIL OF THE CHESAPEAKE AND OHIO RAILWAY TRACKS,
 OJ0536'4 FT. ABOVE GROUND, 1.7 FT. SOUTH OF NORTHWEST CORNER OF PILLAR, BEING
 OJ0536'HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0536'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0448 ***********************************************************************
 OJ0448  DESIGNATION -  LSC 5 C 30
 OJ0448  PID         -  OJ0448
 OJ0448  STATE/COUNTY-  MI/TUSCOLA
 OJ0448  USGS QUAD   -  COLLING (1978)
 OJ0448
 OJ0448                         *CURRENT SURVEY CONTROL
 OJ0448  ___________________________________________________________________
 OJ0448* NAD 83(1986)-  43 36 42.     (N)    083 29 06.     (W)     SCALED    
 OJ0448* NAVD 88     -       192.274  (meters)     630.82   (feet)  ADJUSTED  
 OJ0448  ___________________________________________________________________
 OJ0448  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OJ0448  DYNAMIC HT  -         192.238 (meters)     630.70  (feet)  COMP
 OJ0448  MODELED GRAV-     980,431.3   (mgal)                       NAVD 88
 OJ0448
 OJ0448  VERT ORDER  -  FIRST     CLASS 0
 OJ0448
 OJ0448.The horizontal coordinates were scaled from a topographic map and have
 OJ0448.an estimated accuracy of +/- 6 seconds.
 OJ0448
 OJ0448.The orthometric height was determined by differential leveling
 OJ0448.and adjusted by the National Geodetic Survey in June 1991..
 OJ0448
 OJ0448.The geoid height was determined by GEOID03.
 OJ0448
 OJ0448.The dynamic height is computed by dividing the NAVD 88
 OJ0448.geopotential number by the normal gravity value computed on the
 OJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0448.degrees latitude (g = 980.6199 gals.).
 OJ0448
 OJ0448.The modeled gravity was interpolated from observed gravity values.
 OJ0448
 OJ0448;                    North         East    Units  Estimated Accuracy
 OJ0448;SPC MI S     -   234,940.    4,071,170.      MT  (+/- 180 meters Scaled)
 OJ0448
 OJ0448                          SUPERSEDED SURVEY CONTROL
 OJ0448
 OJ0448  NGVD 29 (??/??/92)  192.420  (m)          631.30   (f) ADJ UNCH    1 0
 OJ0448
 OJ0448.Superseded values are not recommended for survey control.
 OJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0448.See file dsdata.txt to determine how the superseded data were derived.
 OJ0448
 OJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ994317(NAD 83)
 OJ0448_MARKER: DD = SURVEY DISK
 OJ0448_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0448_SP_SET: COPPER-CLAD STEEL ROD
 OJ0448_STAMPING: LSC 5C30 1976 AC
 OJ0448_PROJECTION: FLUSH
 OJ0448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0448+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004
 OJ0448_ROD/PIPE-DEPTH: 4.27 meters
 OJ0448
 OJ0448  HISTORY     - Date     Condition        Report By
 OJ0448  HISTORY     - 1976     MONUMENTED       NOS
 OJ0448  HISTORY     - 19990530 GOOD             USPSQD
 OJ0448  HISTORY     - 20041025 GOOD             USPSQD
 OJ0448
 OJ0448                          STATION DESCRIPTION
 OJ0448
 OJ0448'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0448'4.0 MI SW FROM UNIONVILLE.
 OJ0448'4.0 MILES SOUTHWEST ALONG DICKERSON ROAD FROM UNIONVILLE, AT THE
 OJ0448'SOUTHWEST CORNER OF THE INTERSECTION OF SHERIDAN ROAD,55.2 FEET
 OJ0448'NORTHEAST OF THE NORTHEAST CORNER OF A TWO-STORY YELLOW FRAME
 OJ0448'HOUSE, 50.8 FEET SOUTH OF THE CENTERLINE OF DICKERSON ROAD, 41.5
 OJ0448'FEET WEST OF THE CENTERLINE OF SHERIDAN ROAD, AND 14.5 FEET WEST
 OJ0448'OF A 15-INCH MAPLE TREE.
 OJ0448
 OJ0448                          STATION RECOVERY (1999)
 OJ0448
 OJ0448'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0448'RECOVERED IN GOOD CONDITION.
 OJ0448
 OJ0448                          STATION RECOVERY (2004)
 OJ0448
 OJ0448'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0448'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0449 ***********************************************************************
 OJ0449  DESIGNATION -  LSC 5 C 31
 OJ0449  PID         -  OJ0449
 OJ0449  STATE/COUNTY-  MI/TUSCOLA
 OJ0449  USGS QUAD   -  COLLING (1978)
 OJ0449
 OJ0449                         *CURRENT SURVEY CONTROL
 OJ0449  ___________________________________________________________________
 OJ0449* NAD 83(1986)-  43 37 18.     (N)    083 28 18.     (W)     SCALED    
 OJ0449* NAVD 88     -       190.558  (meters)     625.19   (feet)  ADJUSTED  
 OJ0449  ___________________________________________________________________
 OJ0449  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 OJ0449  DYNAMIC HT  -         190.523 (meters)     625.07  (feet)  COMP
 OJ0449  MODELED GRAV-     980,432.4   (mgal)                       NAVD 88
 OJ0449
 OJ0449  VERT ORDER  -  FIRST     CLASS 0
 OJ0449
 OJ0449.The horizontal coordinates were scaled from a topographic map and have
 OJ0449.an estimated accuracy of +/- 6 seconds.
 OJ0449
 OJ0449.The orthometric height was determined by differential leveling
 OJ0449.and adjusted by the National Geodetic Survey in June 1991..
 OJ0449
 OJ0449.The geoid height was determined by GEOID03.
 OJ0449
 OJ0449.The dynamic height is computed by dividing the NAVD 88
 OJ0449.geopotential number by the normal gravity value computed on the
 OJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0449.degrees latitude (g = 980.6199 gals.).
 OJ0449
 OJ0449.The modeled gravity was interpolated from observed gravity values.
 OJ0449
 OJ0449;                    North         East    Units  Estimated Accuracy
 OJ0449;SPC MI S     -   236,060.    4,072,240.      MT  (+/- 180 meters Scaled)
 OJ0449
 OJ0449                          SUPERSEDED SURVEY CONTROL
 OJ0449
 OJ0449  NGVD 29 (??/??/92)  190.705  (m)          625.67   (f) ADJ UNCH    1 0
 OJ0449
 OJ0449.Superseded values are not recommended for survey control.
 OJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0449.See file dsdata.txt to determine how the superseded data were derived.
 OJ0449
 OJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ005328(NAD 83)
 OJ0449_MARKER: DD = SURVEY DISK
 OJ0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0449_SP_SET: ABUTMENT
 OJ0449_STAMPING: LSC 5C31 1976 AC
 OJ0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0449
 OJ0449  HISTORY     - Date     Condition        Report By
 OJ0449  HISTORY     - 1976     MONUMENTED       NOS
 OJ0449  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0449  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ0449
 OJ0449                          STATION DESCRIPTION
 OJ0449
 OJ0449'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0449'2.2 MI SOUTH FROM UNIONVILLE.
 OJ0449'2.2 MILES SOUTH ALONG DICKERSON ROAD FROM UNIONVILLE, 0.76 MILE
 OJ0449'NORTH OF THE INTERSECTION OF DICKERSON ROAD, 23.9 FEET WEST OF
 OJ0449'THE CENTERLINE OF THE HIGHWAY, AND 0.7 FOOT EAST OF THE WEST EDGE
 OJ0449'OF THE NORTHWEST ABUTMENT OF WISCOGGIN DRAIN CULVERT.
 OJ0449'THE MARK IS 3 FT BELOW HIGHWAY.
 OJ0449
 OJ0449                          STATION RECOVERY (1999)
 OJ0449
 OJ0449'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0449'MARK NOT FOUND.
 OJ0449
 OJ0449                          STATION RECOVERY (2004)
 OJ0449
 OJ0449'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0449'MARK NOT FOUND, NEW COLVERT WERE PUT IN WHEN HIGHWAY WAS RESURFACED
 OJ0449'AND WIDENED. OLD COLVERT WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0450 ***********************************************************************
 OJ0450  DESIGNATION -  LSC 5 C 32
 OJ0450  PID         -  OJ0450
 OJ0450  STATE/COUNTY-  MI/TUSCOLA
 OJ0450  USGS QUAD   -  SEBEWAING (1978)
 OJ0450
 OJ0450                         *CURRENT SURVEY CONTROL
 OJ0450  ___________________________________________________________________
 OJ0450* NAD 83(1986)-  43 37 48.     (N)    083 28 12.     (W)     SCALED    
 OJ0450* NAVD 88     -       190.465  (meters)     624.88   (feet)  ADJUSTED  
 OJ0450  ___________________________________________________________________
 OJ0450  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 OJ0450  DYNAMIC HT  -         190.430 (meters)     624.77  (feet)  COMP
 OJ0450  MODELED GRAV-     980,433.3   (mgal)                       NAVD 88
 OJ0450
 OJ0450  VERT ORDER  -  FIRST     CLASS 0
 OJ0450
 OJ0450.The horizontal coordinates were scaled from a topographic map and have
 OJ0450.an estimated accuracy of +/- 6 seconds.
 OJ0450
 OJ0450.The orthometric height was determined by differential leveling
 OJ0450.and adjusted by the National Geodetic Survey in June 1991..
 OJ0450
 OJ0450.The geoid height was determined by GEOID03.
 OJ0450
 OJ0450.The dynamic height is computed by dividing the NAVD 88
 OJ0450.geopotential number by the normal gravity value computed on the
 OJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0450.degrees latitude (g = 980.6199 gals.).
 OJ0450
 OJ0450.The modeled gravity was interpolated from observed gravity values.
 OJ0450
 OJ0450;                    North         East    Units  Estimated Accuracy
 OJ0450;SPC MI S     -   236,990.    4,072,360.      MT  (+/- 180 meters Scaled)
 OJ0450
 OJ0450                          SUPERSEDED SURVEY CONTROL
 OJ0450
 OJ0450  NGVD 29 (??/??/92)  190.612  (m)          625.37   (f) ADJ UNCH    1 0
 OJ0450
 OJ0450.Superseded values are not recommended for survey control.
 OJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0450.See file dsdata.txt to determine how the superseded data were derived.
 OJ0450
 OJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ007337(NAD 83)
 OJ0450_MARKER: DD = SURVEY DISK
 OJ0450_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0450_SP_SET: ABUTMENT
 OJ0450_STAMPING: LSC 5C32 1976 AC
 OJ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0450
 OJ0450  HISTORY     - Date     Condition        Report By
 OJ0450  HISTORY     - 1976     MONUMENTED       NOS
 OJ0450  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0450  HISTORY     - 20041025 MARK NOT FOUND   USPSQD
 OJ0450
 OJ0450                          STATION DESCRIPTION
 OJ0450
 OJ0450'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0450'1.6 MI SOUTH FROM UNIONVILLE.
 OJ0450'1.6 MILES SOUTH ALONG HIGHWAY M 138 FROM UNIONVILLE, 0.6 MILE
 OJ0450'SOUTH OF ACKERMAN ROAD, 11.6 FEET EAST OF THE CENTERLINE OF THE
 OJ0450'HIGHWAY, AND 0.4 FOOT WEST OF THE EAST EDGE OF THE SOUTHEAST
 OJ0450'CONCRETE ABUTMENT OF A BRIDGE OVER THE BACH DRAIN.
 OJ0450
 OJ0450                          STATION RECOVERY (1999)
 OJ0450
 OJ0450'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0450'MARK NOT FOUND.
 OJ0450
 OJ0450                          STATION RECOVERY (2004)
 OJ0450
 OJ0450'RECOVERY NOTE BY US POWER SQUADRON 2004 (BJG)
 OJ0450'MARK NOT FOUND, NEW BRIDGE CONSTRUCTED AND WIDENED. MARK PROBABLY
 OJ0450'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0451 ***********************************************************************
 OJ0451  DESIGNATION -  LSC 5 C 33
 OJ0451  PID         -  OJ0451
 OJ0451  STATE/COUNTY-  MI/TUSCOLA
 OJ0451  USGS QUAD   -  SEBEWAING (1978)
 OJ0451
 OJ0451                         *CURRENT SURVEY CONTROL
 OJ0451  ___________________________________________________________________
 OJ0451* NAD 83(1986)-  43 38 36.     (N)    083 28 12.     (W)     SCALED    
 OJ0451* NAVD 88     -       187.600  (meters)     615.48   (feet)  ADJUSTED  
 OJ0451  ___________________________________________________________________
 OJ0451  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 OJ0451  DYNAMIC HT  -         187.566 (meters)     615.37  (feet)  COMP
 OJ0451  MODELED GRAV-     980,434.7   (mgal)                       NAVD 88
 OJ0451
 OJ0451  VERT ORDER  -  FIRST     CLASS 0
 OJ0451
 OJ0451.The horizontal coordinates were scaled from a topographic map and have
 OJ0451.an estimated accuracy of +/- 6 seconds.
 OJ0451
 OJ0451.The orthometric height was determined by differential leveling
 OJ0451.and adjusted by the National Geodetic Survey in June 1991..
 OJ0451
 OJ0451.The geoid height was determined by GEOID03.
 OJ0451
 OJ0451.The dynamic height is computed by dividing the NAVD 88
 OJ0451.geopotential number by the normal gravity value computed on the
 OJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0451.degrees latitude (g = 980.6199 gals.).
 OJ0451
 OJ0451.The modeled gravity was interpolated from observed gravity values.
 OJ0451
 OJ0451;                    North         East    Units  Estimated Accuracy
 OJ0451;SPC MI S     -   238,470.    4,072,350.      MT  (+/- 180 meters Scaled)
 OJ0451
 OJ0451                          SUPERSEDED SURVEY CONTROL
 OJ0451
 OJ0451  NGVD 29 (??/??/92)  187.747  (m)          615.97   (f) ADJ UNCH    1 0
 OJ0451
 OJ0451.Superseded values are not recommended for survey control.
 OJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0451.See file dsdata.txt to determine how the superseded data were derived.
 OJ0451
 OJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ007352(NAD 83)
 OJ0451_MARKER: DD = SURVEY DISK
 OJ0451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0451_SP_SET: ABUTMENT
 OJ0451_STAMPING: LSC 5C33 1976 AC
 OJ0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0451
 OJ0451  HISTORY     - Date     Condition        Report By
 OJ0451  HISTORY     - 1976     MONUMENTED       NOS
 OJ0451  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0451
 OJ0451                          STATION DESCRIPTION
 OJ0451
 OJ0451'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0451'0.7 MI SOUTH FROM UNIONVILLE.
 OJ0451'0.7 MILE SOUTH ALONG HIGWAY M138 FROM THE INTERSECTION OF HIGHWAY
 OJ0451'M25 IN UNIONVILLE, AT THE SOUTH CITY LIMITS OF UNIONVILLE, 12 FEET
 OJ0451'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 FOOT NORTH OF THE
 OJ0451'SOUTH EDGE OF THE SOUTHEAST ABOUTMENT OF A BRIDGE OVER THE
 OJ0451'WISCOGGIN DRAIN.
 OJ0451
 OJ0451                          STATION RECOVERY (1999)
 OJ0451
 OJ0451'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0452 ***********************************************************************
 OJ0452  DESIGNATION -  LSC 5 C 34
 OJ0452  PID         -  OJ0452
 OJ0452  STATE/COUNTY-  MI/TUSCOLA
 OJ0452  USGS QUAD   -  SEBEWAING (1978)
 OJ0452
 OJ0452                         *CURRENT SURVEY CONTROL
 OJ0452  ___________________________________________________________________
 OJ0452* NAD 83(1986)-  43 39 18.     (N)    083 28 12.     (W)     SCALED    
 OJ0452* NAVD 88     -       188.833  (meters)     619.53   (feet)  ADJUSTED  
 OJ0452  ___________________________________________________________________
 OJ0452  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ0452  DYNAMIC HT  -         188.799 (meters)     619.42  (feet)  COMP
 OJ0452  MODELED GRAV-     980,435.9   (mgal)                       NAVD 88
 OJ0452
 OJ0452  VERT ORDER  -  FIRST     CLASS 0
 OJ0452
 OJ0452.The horizontal coordinates were scaled from a topographic map and have
 OJ0452.an estimated accuracy of +/- 6 seconds.
 OJ0452
 OJ0452.The orthometric height was determined by differential leveling
 OJ0452.and adjusted by the National Geodetic Survey in June 1991..
 OJ0452
 OJ0452.The geoid height was determined by GEOID03.
 OJ0452
 OJ0452.The dynamic height is computed by dividing the NAVD 88
 OJ0452.geopotential number by the normal gravity value computed on the
 OJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0452.degrees latitude (g = 980.6199 gals.).
 OJ0452
 OJ0452.The modeled gravity was interpolated from observed gravity values.
 OJ0452
 OJ0452;                    North         East    Units  Estimated Accuracy
 OJ0452;SPC MI S     -   239,770.    4,072,330.      MT  (+/- 180 meters Scaled)
 OJ0452
 OJ0452                          SUPERSEDED SURVEY CONTROL
 OJ0452
 OJ0452.No superseded survey control is available for this station.
 OJ0452
 OJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ008365(NAD 83)
 OJ0452_MARKER: DD = SURVEY DISK
 OJ0452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0452_SP_SET: COPPER-CLAD STEEL ROD
 OJ0452_STAMPING: LSC 5C34 1976 AC
 OJ0452_PROJECTION: FLUSH
 OJ0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0452_ROD/PIPE-DEPTH: 4.57 meters
 OJ0452
 OJ0452  HISTORY     - Date     Condition        Report By
 OJ0452  HISTORY     - 1976     MONUMENTED       NOS
 OJ0452  HISTORY     - 19990530 GOOD             USPSQD
 OJ0452
 OJ0452                          STATION DESCRIPTION
 OJ0452
 OJ0452'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0452'IN UNIONVILLE.
 OJ0452'IN UNIONVILLE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 OJ0452'HIGHWAY M25 (NORTH CENTER STREET) AND RUSSEL STREET, 28 FEET EAST
 OJ0452'OF A 22-INCH TREE, 15.4 FEET NORTH OF THE CENTER OF THE ENTRANCE
 OJ0452'TO THE STATE SAVINGS BANK OF UNIONVILLE, 4.6 FEET WEST OF THE WEST
 OJ0452'FACE OF THE BANK.
 OJ0452
 OJ0452                          STATION RECOVERY (1999)
 OJ0452
 OJ0452'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0453 ***********************************************************************
 OJ0453  DESIGNATION -  LSC 5 C 35
 OJ0453  PID         -  OJ0453
 OJ0453  STATE/COUNTY-  MI/TUSCOLA
 OJ0453  USGS QUAD   -  SEBEWAING (1978)
 OJ0453
 OJ0453                         *CURRENT SURVEY CONTROL
 OJ0453  ___________________________________________________________________
 OJ0453* NAD 83(1986)-  43 39 48.     (N)    083 28 12.     (W)     SCALED    
 OJ0453* NAVD 88     -       185.204  (meters)     607.62   (feet)  ADJUSTED  
 OJ0453  ___________________________________________________________________
 OJ0453  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 OJ0453  DYNAMIC HT  -         185.171 (meters)     607.52  (feet)  COMP
 OJ0453  MODELED GRAV-     980,436.7   (mgal)                       NAVD 88
 OJ0453
 OJ0453  VERT ORDER  -  FIRST     CLASS 0
 OJ0453
 OJ0453.The horizontal coordinates were scaled from a topographic map and have
 OJ0453.an estimated accuracy of +/- 6 seconds.
 OJ0453
 OJ0453.The orthometric height was determined by differential leveling
 OJ0453.and adjusted by the National Geodetic Survey in June 1991..
 OJ0453
 OJ0453.The geoid height was determined by GEOID03.
 OJ0453
 OJ0453.The dynamic height is computed by dividing the NAVD 88
 OJ0453.geopotential number by the normal gravity value computed on the
 OJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0453.degrees latitude (g = 980.6199 gals.).
 OJ0453
 OJ0453.The modeled gravity was interpolated from observed gravity values.
 OJ0453
 OJ0453;                    North         East    Units  Estimated Accuracy
 OJ0453;SPC MI S     -   240,690.    4,072,320.      MT  (+/- 180 meters Scaled)
 OJ0453
 OJ0453                          SUPERSEDED SURVEY CONTROL
 OJ0453
 OJ0453  NGVD 29 (??/??/92)  185.352  (m)          608.11   (f) ADJ UNCH    1 0
 OJ0453
 OJ0453.Superseded values are not recommended for survey control.
 OJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0453.See file dsdata.txt to determine how the superseded data were derived.
 OJ0453
 OJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ008374(NAD 83)
 OJ0453_MARKER: DD = SURVEY DISK
 OJ0453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0453_SP_SET: WINGWALL
 OJ0453_STAMPING: LSC 5C35 1976 AC
 OJ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0453
 OJ0453  HISTORY     - Date     Condition        Report By
 OJ0453  HISTORY     - 1976     MONUMENTED       NOS
 OJ0453  HISTORY     - 19990530 GOOD             USPSQD
 OJ0453
 OJ0453                          STATION DESCRIPTION
 OJ0453
 OJ0453'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0453'0.8 MI NORTH FROM UNIONVILLE.
 OJ0453'0.8 MILE NORTH ALONG HIGHWAY M25 FROM THE INTERSC
 OJ0453'OF HIGHWAY M138 AT UNIONVILLE, 33 FEET WEST OF THE CENTERLINE
 OJ0453'OF THE HIGHWAY, 14.1 FEET NORTH OF THE SOUTH EDGE OF A WING
 OJ0453'WALL FOR A BRIDGE OVER WISCOGGIN DRAIN, AND 0.8 FOOT EAST OF THE
 OJ0453'WEST EDGE OF THE WING WALL.
 OJ0453
 OJ0453                          STATION RECOVERY (1999)
 OJ0453
 OJ0453'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0454 ***********************************************************************
 OJ0454  DESIGNATION -  LSC 5 C 36
 OJ0454  PID         -  OJ0454
 OJ0454  STATE/COUNTY-  MI/TUSCOLA
 OJ0454  USGS QUAD   -  SEBEWAING (1978)
 OJ0454
 OJ0454                         *CURRENT SURVEY CONTROL
 OJ0454  ___________________________________________________________________
 OJ0454* NAD 83(1986)-  43 40 54.     (N)    083 28 24.     (W)     SCALED    
 OJ0454* NAVD 88     -       183.265  (meters)     601.26   (feet)  ADJUSTED  
 OJ0454  ___________________________________________________________________
 OJ0454  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 OJ0454  DYNAMIC HT  -         183.232 (meters)     601.15  (feet)  COMP
 OJ0454  MODELED GRAV-     980,438.5   (mgal)                       NAVD 88
 OJ0454
 OJ0454  VERT ORDER  -  FIRST     CLASS 0
 OJ0454
 OJ0454.The horizontal coordinates were scaled from a topographic map and have
 OJ0454.an estimated accuracy of +/- 6 seconds.
 OJ0454
 OJ0454.The orthometric height was determined by differential leveling
 OJ0454.and adjusted by the National Geodetic Survey in June 1991..
 OJ0454
 OJ0454.The geoid height was determined by GEOID03.
 OJ0454
 OJ0454.The dynamic height is computed by dividing the NAVD 88
 OJ0454.geopotential number by the normal gravity value computed on the
 OJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0454.degrees latitude (g = 980.6199 gals.).
 OJ0454
 OJ0454.The modeled gravity was interpolated from observed gravity values.
 OJ0454
 OJ0454;                    North         East    Units  Estimated Accuracy
 OJ0454;SPC MI S     -   242,730.    4,072,030.      MT  (+/- 180 meters Scaled)
 OJ0454
 OJ0454                          SUPERSEDED SURVEY CONTROL
 OJ0454
 OJ0454  NGVD 29 (??/??/92)  183.414  (m)          601.75   (f) ADJ UNCH    1 0
 OJ0454
 OJ0454.Superseded values are not recommended for survey control.
 OJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0454.See file dsdata.txt to determine how the superseded data were derived.
 OJ0454
 OJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ006394(NAD 83)
 OJ0454_MARKER: DD = SURVEY DISK
 OJ0454_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0454_SP_SET: HEADWALL
 OJ0454_STAMPING: LSC 5C36 1976 AC
 OJ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0454
 OJ0454  HISTORY     - Date     Condition        Report By
 OJ0454  HISTORY     - 1976     MONUMENTED       NOS
 OJ0454  HISTORY     - 19990530 GOOD             USPSQD
 OJ0454
 OJ0454                          STATION DESCRIPTION
 OJ0454
 OJ0454'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0454'1.5 MI NORTH FROM UNIONVILLE.
 OJ0454'1.5 MILES NORTH ALONG HIGHWAY M25 FROM THE INTERSECTION OF
 OJ0454'HIGHWAY M138 AT UNIONVILLE, AT THE SOUTHWEST CORNER OF THE
 OJ0454'INTERSECTION OF GOTHAM ROAD, 53.7 FEET SOUTH OF THE CENTERLINE
 OJ0454'OF THE ROAD, 32.4 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 OJ0454'AND ON THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 OJ0454
 OJ0454                          STATION RECOVERY (1999)
 OJ0454
 OJ0454'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0455 ***********************************************************************
 OJ0455  DESIGNATION -  LSC 5 C 37
 OJ0455  PID         -  OJ0455
 OJ0455  STATE/COUNTY-  MI/HURON
 OJ0455  USGS QUAD   -  SEBEWAING (1978)
 OJ0455
 OJ0455                         *CURRENT SURVEY CONTROL
 OJ0455  ___________________________________________________________________
 OJ0455* NAD 83(1986)-  43 43 00.     (N)    083 27 54.     (W)     SCALED    
 OJ0455* NAVD 88     -       180.183  (meters)     591.15   (feet)  ADJUSTED  
 OJ0455  ___________________________________________________________________
 OJ0455  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0455  DYNAMIC HT  -         180.151 (meters)     591.05  (feet)  COMP
 OJ0455  MODELED GRAV-     980,441.9   (mgal)                       NAVD 88
 OJ0455
 OJ0455  VERT ORDER  -  FIRST     CLASS 0
 OJ0455
 OJ0455.The horizontal coordinates were scaled from a topographic map and have
 OJ0455.an estimated accuracy of +/- 6 seconds.
 OJ0455
 OJ0455.The orthometric height was determined by differential leveling
 OJ0455.and adjusted by the National Geodetic Survey in June 1991..
 OJ0455
 OJ0455.The geoid height was determined by GEOID03.
 OJ0455
 OJ0455.The dynamic height is computed by dividing the NAVD 88
 OJ0455.geopotential number by the normal gravity value computed on the
 OJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0455.degrees latitude (g = 980.6199 gals.).
 OJ0455
 OJ0455.The modeled gravity was interpolated from observed gravity values.
 OJ0455
 OJ0455;                    North         East    Units  Estimated Accuracy
 OJ0455;SPC MI S     -   246,620.    4,072,660.      MT  (+/- 180 meters Scaled)
 OJ0455
 OJ0455                          SUPERSEDED SURVEY CONTROL
 OJ0455
 OJ0455  NGVD 29 (??/??/92)  180.330  (m)          591.63   (f) ADJ UNCH    1 0
 OJ0455
 OJ0455.Superseded values are not recommended for survey control.
 OJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0455.See file dsdata.txt to determine how the superseded data were derived.
 OJ0455
 OJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ014433(NAD 83)
 OJ0455_MARKER: Z = SEE DESCRIPTION
 OJ0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0455_SP_SET: DRAIN PIPE
 OJ0455_STAMPING: LSC 5C37 1976 AC
 OJ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0455
 OJ0455  HISTORY     - Date     Condition        Report By
 OJ0455  HISTORY     - 1976     MONUMENTED       NOS
 OJ0455  HISTORY     - 19920829 MARK NOT FOUND   USPSQD
 OJ0455  HISTORY     - 19980530 MARK NOT FOUND   USPSQD
 OJ0455
 OJ0455                          STATION DESCRIPTION
 OJ0455
 OJ0455'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0455'1.8 MI SOUTH FROM SEBEWAING.
 OJ0455'1.8 MILES SOUTH ALONG LIKEN ROAD FROM THE SOUTH CITY LIMITS OF
 OJ0455'SEBEWAING, 1.8 FEET WEST OF THE EAST EDGE OF A 6-FOOT DRAIN PIPE,
 OJ0455'AND A 1/2-INCH BRASS PIN.
 OJ0455'THE MARK IS 3.5 FT BELOW ROAD.
 OJ0455
 OJ0455                          STATION RECOVERY (1992)
 OJ0455
 OJ0455'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0455'MARK NOT FOUND.
 OJ0455
 OJ0455                          STATION RECOVERY (1998)
 OJ0455
 OJ0455'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0456 ***********************************************************************
 OJ0456  DESIGNATION -  LSC 5 C 38
 OJ0456  PID         -  OJ0456
 OJ0456  STATE/COUNTY-  MI/HURON
 OJ0456  USGS QUAD   -  SEBEWAING (1978)
 OJ0456
 OJ0456                         *CURRENT SURVEY CONTROL
 OJ0456  ___________________________________________________________________
 OJ0456* NAD 83(1986)-  43 43 30.     (N)    083 27 24.     (W)     SCALED    
 OJ0456* NAVD 88     -       179.441  (meters)     588.72   (feet)  ADJUSTED  
 OJ0456  ___________________________________________________________________
 OJ0456  GEOID HEIGHT-         -34.44  (meters)                     GEOID03
 OJ0456  DYNAMIC HT  -         179.410 (meters)     588.61  (feet)  COMP
 OJ0456  MODELED GRAV-     980,442.8   (mgal)                       NAVD 88
 OJ0456
 OJ0456  VERT ORDER  -  FIRST     CLASS 0
 OJ0456
 OJ0456.The horizontal coordinates were scaled from a topographic map and have
 OJ0456.an estimated accuracy of +/- 6 seconds.
 OJ0456
 OJ0456.The orthometric height was determined by differential leveling
 OJ0456.and adjusted by the National Geodetic Survey in June 1991..
 OJ0456
 OJ0456.The geoid height was determined by GEOID03.
 OJ0456
 OJ0456.The dynamic height is computed by dividing the NAVD 88
 OJ0456.geopotential number by the normal gravity value computed on the
 OJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0456.degrees latitude (g = 980.6199 gals.).
 OJ0456
 OJ0456.The modeled gravity was interpolated from observed gravity values.
 OJ0456
 OJ0456;                    North         East    Units  Estimated Accuracy
 OJ0456;SPC MI S     -   247,560.    4,073,320.      MT  (+/- 180 meters Scaled)
 OJ0456
 OJ0456                          SUPERSEDED SURVEY CONTROL
 OJ0456
 OJ0456  NGVD 29 (??/??/92)  179.588  (m)          589.20   (f) ADJ UNCH    1 0
 OJ0456
 OJ0456.Superseded values are not recommended for survey control.
 OJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0456.See file dsdata.txt to determine how the superseded data were derived.
 OJ0456
 OJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ021442(NAD 83)
 OJ0456_MARKER: DD = SURVEY DISK
 OJ0456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0456_SP_SET: COPPER-CLAD STEEL ROD
 OJ0456_STAMPING: LSC 5C38 1976 AC
 OJ0456_PROJECTION: FLUSH
 OJ0456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0456_ROD/PIPE-DEPTH: 4.57 meters
 OJ0456
 OJ0456  HISTORY     - Date     Condition        Report By
 OJ0456  HISTORY     - 1976     MONUMENTED       NOS
 OJ0456  HISTORY     - 19920829 GOOD             USPSQD
 OJ0456  HISTORY     - 19980530 GOOD             USPSQD
 OJ0456
 OJ0456                          STATION DESCRIPTION
 OJ0456
 OJ0456'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0456'IN SEBEWAING.
 OJ0456'IN SEBEWAING, AT THE SOUTH EDGE OF TOWN, AT THE SOUTHEAST CORNER
 OJ0456'OF THE INTERSECTION OF WEST BAY AND SOUTH CENTER STREETS, AT THE
 OJ0456'RESIDENCE OF MS. DRESSLER, 50 FEET EAST OF THE CENTERLINE OF
 OJ0456'SOUTH CENTER STREET, 48 FEET SOUTH OF THE CENTERLINE OF WEST BAY
 OJ0456'STREET, AND 44.8 FEET WEST OF A 12-INCH PEAR TREE.
 OJ0456
 OJ0456                          STATION RECOVERY (1992)
 OJ0456
 OJ0456'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0456'RECOVERED IN GOOD CONDITION.
 OJ0456
 OJ0456                          STATION RECOVERY (1998)
 OJ0456
 OJ0456'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0463 ***********************************************************************
 OJ0463  DESIGNATION -  LSC 5 C 39
 OJ0463  PID         -  OJ0463
 OJ0463  STATE/COUNTY-  MI/HURON
 OJ0463  USGS QUAD   -  SEBEWAING (1978)
 OJ0463
 OJ0463                         *CURRENT SURVEY CONTROL
 OJ0463  ___________________________________________________________________
 OJ0463* NAD 83(1986)-  43 44 30.     (N)    083 26 48.     (W)     SCALED    
 OJ0463* NAVD 88     -       180.572  (meters)     592.43   (feet)  ADJUSTED  
 OJ0463  ___________________________________________________________________
 OJ0463  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0463  DYNAMIC HT  -         180.541 (meters)     592.32  (feet)  COMP
 OJ0463  MODELED GRAV-     980,444.4   (mgal)                       NAVD 88
 OJ0463
 OJ0463  VERT ORDER  -  FIRST     CLASS 0
 OJ0463
 OJ0463.The horizontal coordinates were scaled from a topographic map and have
 OJ0463.an estimated accuracy of +/- 6 seconds.
 OJ0463
 OJ0463.The orthometric height was determined by differential leveling
 OJ0463.and adjusted by the National Geodetic Survey in June 1991..
 OJ0463
 OJ0463.The geoid height was determined by GEOID03.
 OJ0463
 OJ0463.The dynamic height is computed by dividing the NAVD 88
 OJ0463.geopotential number by the normal gravity value computed on the
 OJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0463.degrees latitude (g = 980.6199 gals.).
 OJ0463
 OJ0463.The modeled gravity was interpolated from observed gravity values.
 OJ0463
 OJ0463;                    North         East    Units  Estimated Accuracy
 OJ0463;SPC MI S     -   249,420.    4,074,110.      MT  (+/- 180 meters Scaled)
 OJ0463
 OJ0463                          SUPERSEDED SURVEY CONTROL
 OJ0463
 OJ0463  NGVD 29 (??/??/92)  180.718  (m)          592.91   (f) ADJ UNCH    1 0
 OJ0463
 OJ0463.Superseded values are not recommended for survey control.
 OJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0463.See file dsdata.txt to determine how the superseded data were derived.
 OJ0463
 OJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ029460(NAD 83)
 OJ0463_MARKER: DD = SURVEY DISK
 OJ0463_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0463_SP_SET: BUILDING
 OJ0463_STAMPING: LSC 5C39 1976 AC
 OJ0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0463
 OJ0463  HISTORY     - Date     Condition        Report By
 OJ0463  HISTORY     - 1976     MONUMENTED       NOS
 OJ0463  HISTORY     - 19920829 MARK NOT FOUND   USPSQD
 OJ0463
 OJ0463                          STATION DESCRIPTION
 OJ0463
 OJ0463'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0463'IN SEBEWAING.
 OJ0463'NORTH OF THE INTERSECTION OF NOOTH BECK ST. M25 AND PINE ST. 28.0 FT.
 OJ0463'NORTH OF THE SOUTH FACE OF THE NORTH CURB OF PINE ST. 21.5 FT. EAST OF
 OJ0463'SOUTHERN ENTRANCE TO THE MICHIGAN SUGAR COMPANY TWO STORY OFFICE
 OJ0463'BUILDING, 3.75 FT. WEST OF THE SOUTHEAST CORNER OF BUILDING, 3.9 FEET
 OJ0463'ABOVE THE GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE
 OJ0463'DISK SET INTO THE STONE.
 OJ0463
 OJ0463                          STATION RECOVERY (1992)
 OJ0463
 OJ0463'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0543 ***********************************************************************
 OJ0543  DESIGNATION -  LSC 5 C 4
 OJ0543  PID         -  OJ0543
 OJ0543  STATE/COUNTY-  MI/BAY
 OJ0543  USGS QUAD   -  BAY CITY (1973)
 OJ0543
 OJ0543                         *CURRENT SURVEY CONTROL
 OJ0543  ___________________________________________________________________
 OJ0543* NAD 83(1986)-  43 35 42.     (N)    083 53 24.     (W)     SCALED    
 OJ0543* NAVD 88     -       180.287  (meters)     591.49   (feet)  ADJUSTED  
 OJ0543  ___________________________________________________________________
 OJ0543  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 OJ0543  DYNAMIC HT  -         180.251 (meters)     591.37  (feet)  COMP
 OJ0543  MODELED GRAV-     980,419.8   (mgal)                       NAVD 88
 OJ0543
 OJ0543  VERT ORDER  -  FIRST     CLASS 0
 OJ0543
 OJ0543.The horizontal coordinates were scaled from a topographic map and have
 OJ0543.an estimated accuracy of +/- 6 seconds.
 OJ0543
 OJ0543.The orthometric height was determined by differential leveling
 OJ0543.and adjusted by the National Geodetic Survey in June 1991..
 OJ0543
 OJ0543.The geoid height was determined by GEOID03.
 OJ0543
 OJ0543.The dynamic height is computed by dividing the NAVD 88
 OJ0543.geopotential number by the normal gravity value computed on the
 OJ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0543.degrees latitude (g = 980.6199 gals.).
 OJ0543
 OJ0543.The modeled gravity was interpolated from observed gravity values.
 OJ0543
 OJ0543;                    North         East    Units  Estimated Accuracy
 OJ0543;SPC MI S     -   232,830.    4,038,490.      MT  (+/- 180 meters Scaled)
 OJ0543
 OJ0543                          SUPERSEDED SURVEY CONTROL
 OJ0543
 OJ0543  NGVD 29 (??/??/92)  180.432  (m)          591.97   (f) ADJ UNCH    1 0
 OJ0543
 OJ0543.Superseded values are not recommended for survey control.
 OJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0543.See file dsdata.txt to determine how the superseded data were derived.
 OJ0543
 OJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ667309(NAD 83)
 OJ0543_MARKER: DD = SURVEY DISK
 OJ0543_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0543_SP_SET: COPPER-CLAD STEEL ROD
 OJ0543_STAMPING: LSC 5C4 1976 AC
 OJ0543_PROJECTION: FLUSH
 OJ0543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0543_ROD/PIPE-DEPTH: 3.05 meters
 OJ0543
 OJ0543  HISTORY     - Date     Condition        Report By
 OJ0543  HISTORY     - 1976     MONUMENTED       NOS
 OJ0543  HISTORY     - 1983     GOOD             NGS
 OJ0543  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OJ0543
 OJ0543                          STATION DESCRIPTION
 OJ0543
 OJ0543'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0543'IN BAY.
 OJ0543'AT THE NORTHWEST CORNER OF THE INTERSECTION OF N. WATER AND MCKINLEY
 OJ0543'STS., 69.2 FT. NORTH OF NORTH CURB OF MCKINLEY ST., 62.8 FT. SOUTH
 OJ0543'EAST OF A 9 INCH WILLOW, 27.8 FT. WEST CENTERLINE OF N. WATER ST.,
 OJ0543'IN LINE WITH ROW OF MAPLES, 10.5 FT. WEST OF LIGHT POST, BEING
 OJ0543'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK ON TOP OF A 5/8
 OJ0543'INCH COPPER COATED STEEL ROD FLUSH WITH THE GROUND SURFACE AND
 OJ0543'PROTECTED BY A 6 INCH DIAMETER PLASTIC PIPE.
 OJ0543
 OJ0543                          STATION RECOVERY (1983)
 OJ0543
 OJ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0543'RECOVERED IN GOOD CONDITION.
 OJ0543
 OJ0543                          STATION RECOVERY (1997)
 OJ0543
 OJ0543'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0464 ***********************************************************************
 OJ0464  DESIGNATION -  LSC 5 C 40
 OJ0464  PID         -  OJ0464
 OJ0464  STATE/COUNTY-  MI/HURON
 OJ0464  USGS QUAD   -  BAY PORT WEST (1980)
 OJ0464
 OJ0464                         *CURRENT SURVEY CONTROL
 OJ0464  ___________________________________________________________________
 OJ0464* NAD 83(1986)-  43 45 30.     (N)    083 26 00.     (W)     SCALED    
 OJ0464* NAVD 88     -       179.383  (meters)     588.53   (feet)  ADJUSTED  
 OJ0464  ___________________________________________________________________
 OJ0464  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0464  DYNAMIC HT  -         179.353 (meters)     588.43  (feet)  COMP
 OJ0464  MODELED GRAV-     980,446.1   (mgal)                       NAVD 88
 OJ0464
 OJ0464  VERT ORDER  -  FIRST     CLASS 0
 OJ0464
 OJ0464.The horizontal coordinates were scaled from a topographic map and have
 OJ0464.an estimated accuracy of +/- 6 seconds.
 OJ0464
 OJ0464.The orthometric height was determined by differential leveling
 OJ0464.and adjusted by the National Geodetic Survey in June 1991..
 OJ0464
 OJ0464.The geoid height was determined by GEOID03.
 OJ0464
 OJ0464.The dynamic height is computed by dividing the NAVD 88
 OJ0464.geopotential number by the normal gravity value computed on the
 OJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0464.degrees latitude (g = 980.6199 gals.).
 OJ0464
 OJ0464.The modeled gravity was interpolated from observed gravity values.
 OJ0464
 OJ0464;                    North         East    Units  Estimated Accuracy
 OJ0464;SPC MI S     -   251,280.    4,075,160.      MT  (+/- 180 meters Scaled)
 OJ0464
 OJ0464                          SUPERSEDED SURVEY CONTROL
 OJ0464
 OJ0464  NGVD 29 (??/??/92)  179.529  (m)          589.00   (f) ADJ UNCH    1 0
 OJ0464
 OJ0464.Superseded values are not recommended for survey control.
 OJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0464.See file dsdata.txt to determine how the superseded data were derived.
 OJ0464
 OJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ041479(NAD 83)
 OJ0464_MARKER: DD = SURVEY DISK
 OJ0464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0464_SP_SET: COPPER-CLAD STEEL ROD
 OJ0464_STAMPING: LSC 5C40 1976 AC
 OJ0464_PROJECTION: FLUSH
 OJ0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0464_ROD/PIPE-DEPTH: 4.57 meters
 OJ0464
 OJ0464  HISTORY     - Date     Condition        Report By
 OJ0464  HISTORY     - 1976     MONUMENTED       NOS
 OJ0464  HISTORY     - 19920830 GOOD             USPSQD
 OJ0464  HISTORY     - 19980530 GOOD             USPSQD
 OJ0464
 OJ0464                          STATION DESCRIPTION
 OJ0464
 OJ0464'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0464'IN SEBEWAING.
 OJ0464'1.2 MILES NORTH OF THE INTERSECTION OF PINE AND NORTH BECK STREETS IN
 OJ0464'SEBEWAING, 500 FT. NORTH OF RIDGE ROAD FROM THE INTERSECTION OF
 OJ0464'KILMANAGH, ROSE ISLAND AND RIDGE ROADS, 70 FT. EAST CENTERLINE OF
 OJ0464'RIDGE ROAD, 21 FT. EAST OF A 21 INCH CHINESE ELM, 5.5 FT. NORTH OF
 OJ0464'NORTHWEST CORNER AND IN LINE WITH WEST FACE OF DWELLING OF CARL F.
 OJ0464'BUCHLER AT 2485 RIDGE ROAD, BEING HIGHEST POINT OVER CROSS AT CENTER
 OJ0464'OF BRONZE DISK ON TOP OF A 5/8 INCH DIAMETER COPPER COATED STEEL ROD,
 OJ0464'15 FEET LONG AND PROTECTED BY A 6 INCH DIAMETER PLASTIC PIPE FLUSH
 OJ0464'WITH THE GROUND SURFACE.
 OJ0464
 OJ0464                          STATION RECOVERY (1992)
 OJ0464
 OJ0464'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0464'RECOVERED IN GOOD CONDITION.
 OJ0464
 OJ0464                          STATION RECOVERY (1998)
 OJ0464
 OJ0464'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0465 ***********************************************************************
 OJ0465  DESIGNATION -  LSC 5 C 41
 OJ0465  PID         -  OJ0465
 OJ0465  STATE/COUNTY-  MI/HURON
 OJ0465  USGS QUAD   -  BAY PORT WEST (1980)
 OJ0465
 OJ0465                         *CURRENT SURVEY CONTROL
 OJ0465  ___________________________________________________________________
 OJ0465* NAD 83(1986)-  43 46 18.     (N)    083 25 48.     (W)     SCALED    
 OJ0465* NAVD 88     -       177.849  (meters)     583.49   (feet)  ADJUSTED  
 OJ0465  ___________________________________________________________________
 OJ0465  GEOID HEIGHT-         -34.49  (meters)                     GEOID03
 OJ0465  DYNAMIC HT  -         177.819 (meters)     583.39  (feet)  COMP
 OJ0465  MODELED GRAV-     980,447.3   (mgal)                       NAVD 88
 OJ0465
 OJ0465  VERT ORDER  -  FIRST     CLASS 0
 OJ0465
 OJ0465.The horizontal coordinates were scaled from a topographic map and have
 OJ0465.an estimated accuracy of +/- 6 seconds.
 OJ0465
 OJ0465.The orthometric height was determined by differential leveling
 OJ0465.and adjusted by the National Geodetic Survey in June 1991..
 OJ0465
 OJ0465.The geoid height was determined by GEOID03.
 OJ0465
 OJ0465.The dynamic height is computed by dividing the NAVD 88
 OJ0465.geopotential number by the normal gravity value computed on the
 OJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0465.degrees latitude (g = 980.6199 gals.).
 OJ0465
 OJ0465.The modeled gravity was interpolated from observed gravity values.
 OJ0465
 OJ0465;                    North         East    Units  Estimated Accuracy
 OJ0465;SPC MI S     -   252,760.    4,075,410.      MT  (+/- 180 meters Scaled)
 OJ0465
 OJ0465                          SUPERSEDED SURVEY CONTROL
 OJ0465
 OJ0465  NGVD 29 (??/??/92)  177.995  (m)          583.97   (f) ADJ UNCH    1 0
 OJ0465
 OJ0465.Superseded values are not recommended for survey control.
 OJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0465.See file dsdata.txt to determine how the superseded data were derived.
 OJ0465
 OJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ044493(NAD 83)
 OJ0465_MARKER: DD = SURVEY DISK
 OJ0465_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 OJ0465_SP_SET: STREET
 OJ0465_STAMPING: LSC 5C41 1976 AC
 OJ0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0465
 OJ0465  HISTORY     - Date     Condition        Report By
 OJ0465  HISTORY     - 1976     MONUMENTED       NOS
 OJ0465  HISTORY     - 19920830 GOOD             USPSQD
 OJ0465  HISTORY     - 19980530 GOOD             USPSQD
 OJ0465  HISTORY     - 20010303 GOOD             WOOLPT
 OJ0465
 OJ0465                          STATION DESCRIPTION
 OJ0465
 OJ0465'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0465'2.5 MI NE FROM SEEWAING.
 OJ0465'2.5 MILES NORTHEAST FROM THE POST OFFICE AT SEBEWAING, 0.23 MI WEST
 OJ0465'OF THE INTERSECTION OF RIDGE AND DUTCHER ROADS, 22.0 FT. NORTH
 OJ0465'CENTERLINE OF DUTCHER ROAD, 2.7 FT. WEST OF WEST RAIL OF THE
 OJ0465'CHESAPEAKE AND OHIO RAILROAD TRACKS, 3.3 FT. BELOW TRACKS, BEING
 OJ0465'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0465'CONCRETE OF THE MIDDLE TIERED ABUTMENT SUPPORT.
 OJ0465
 OJ0465                          STATION RECOVERY (1992)
 OJ0465
 OJ0465'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0465'RECOVERED IN GOOD CONDITION.
 OJ0465
 OJ0465                          STATION RECOVERY (1998)
 OJ0465
 OJ0465'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0465'RECOVERED IN GOOD CONDITION.
 OJ0465
 OJ0465                          STATION RECOVERY (2001)
 OJ0465
 OJ0465'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001
 OJ0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0466 ***********************************************************************
 OJ0466  DESIGNATION -  LSC 5 C 42
 OJ0466  PID         -  OJ0466
 OJ0466  STATE/COUNTY-  MI/HURON
 OJ0466  USGS QUAD   -  BAY PORT WEST (1980)
 OJ0466
 OJ0466                         *CURRENT SURVEY CONTROL
 OJ0466  ___________________________________________________________________
 OJ0466* NAD 83(1986)-  43 47 00.     (N)    083 24 48.     (W)     SCALED    
 OJ0466* NAVD 88     -       180.133  (meters)     590.99   (feet)  ADJUSTED  
 OJ0466  ___________________________________________________________________
 OJ0466  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ0466  DYNAMIC HT  -         180.103 (meters)     590.89  (feet)  COMP
 OJ0466  MODELED GRAV-     980,448.6   (mgal)                       NAVD 88
 OJ0466
 OJ0466  VERT ORDER  -  FIRST     CLASS 0
 OJ0466
 OJ0466.The horizontal coordinates were scaled from a topographic map and have
 OJ0466.an estimated accuracy of +/- 6 seconds.
 OJ0466
 OJ0466.The orthometric height was determined by differential leveling
 OJ0466.and adjusted by the National Geodetic Survey in June 1991..
 OJ0466
 OJ0466.The geoid height was determined by GEOID03.
 OJ0466
 OJ0466.The dynamic height is computed by dividing the NAVD 88
 OJ0466.geopotential number by the normal gravity value computed on the
 OJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0466.degrees latitude (g = 980.6199 gals.).
 OJ0466
 OJ0466.The modeled gravity was interpolated from observed gravity values.
 OJ0466
 OJ0466;                    North         East    Units  Estimated Accuracy
 OJ0466;SPC MI S     -   254,080.    4,076,740.      MT  (+/- 180 meters Scaled)
 OJ0466
 OJ0466                          SUPERSEDED SURVEY CONTROL
 OJ0466
 OJ0466  NGVD 29 (??/??/92)  180.279  (m)          591.47   (f) ADJ UNCH    1 0
 OJ0466
 OJ0466.Superseded values are not recommended for survey control.
 OJ0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0466.See file dsdata.txt to determine how the superseded data were derived.
 OJ0466
 OJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ058506(NAD 83)
 OJ0466_MARKER: DD = SURVEY DISK
 OJ0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0466_SP_SET: CULVERT
 OJ0466_STAMPING: LSC 5C42 1976
 OJ0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0466+STABILITY: SURFACE MOTION
 OJ0466
 OJ0466  HISTORY     - Date     Condition        Report By
 OJ0466  HISTORY     - 1976     MONUMENTED       NOS
 OJ0466  HISTORY     - 19920830 GOOD             USPSQD
 OJ0466  HISTORY     - 19980530 GOOD             USPSQD
 OJ0466
 OJ0466                          STATION DESCRIPTION
 OJ0466
 OJ0466'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0466'3.8 MI NE FROM SEBEWAING.
 OJ0466'3.8 MILES NORTHEAST OF THE POST OFFICE AT SEBEWAING, IN THE SOUTHEAST
 OJ0466'CORNER OF THE INTERSECTION OF RIDGE AND AVERY ROAD, 48.0 FT. SOUTHWEST
 OJ0466'CENTERLINE OF AVERY ROAD, 12 FT. EAST SOUTHEAST CENTERLINE OF RIDGE
 OJ0466'ROAD, 0.6 FOOT NORTHEAST OF SOUTHWEST FACE OF CULVERT HEADWALL,
 OJ0466'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO TH
 OJ0466'CONCRETE.
 OJ0466
 OJ0466                          STATION RECOVERY (1992)
 OJ0466
 OJ0466'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0466'RECOVERED IN GOOD CONDITION.
 OJ0466
 OJ0466                          STATION RECOVERY (1998)
 OJ0466
 OJ0466'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0467 ***********************************************************************
 OJ0467  DESIGNATION -  LSC 5 C 43
 OJ0467  PID         -  OJ0467
 OJ0467  STATE/COUNTY-  MI/HURON
 OJ0467  USGS QUAD   -  BAY PORT WEST (1980)
 OJ0467
 OJ0467                         *CURRENT SURVEY CONTROL
 OJ0467  ___________________________________________________________________
 OJ0467* NAD 83(1986)-  43 48 00.     (N)    083 24 18.     (W)     SCALED    
 OJ0467* NAVD 88     -       179.503  (meters)     588.92   (feet)  ADJUSTED  
 OJ0467  ___________________________________________________________________
 OJ0467  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0467  DYNAMIC HT  -         179.474 (meters)     588.82  (feet)  COMP
 OJ0467  MODELED GRAV-     980,450.1   (mgal)                       NAVD 88
 OJ0467
 OJ0467  VERT ORDER  -  FIRST     CLASS 0
 OJ0467
 OJ0467.The horizontal coordinates were scaled from a topographic map and have
 OJ0467.an estimated accuracy of +/- 6 seconds.
 OJ0467
 OJ0467.The orthometric height was determined by differential leveling
 OJ0467.and adjusted by the National Geodetic Survey in June 1991..
 OJ0467
 OJ0467.The geoid height was determined by GEOID03.
 OJ0467
 OJ0467.The dynamic height is computed by dividing the NAVD 88
 OJ0467.geopotential number by the normal gravity value computed on the
 OJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0467.degrees latitude (g = 980.6199 gals.).
 OJ0467
 OJ0467.The modeled gravity was interpolated from observed gravity values.
 OJ0467
 OJ0467;                    North         East    Units  Estimated Accuracy
 OJ0467;SPC MI S     -   255,940.    4,077,390.      MT  (+/- 180 meters Scaled)
 OJ0467
 OJ0467                          SUPERSEDED SURVEY CONTROL
 OJ0467
 OJ0467  NGVD 29 (??/??/92)  179.649  (m)          589.40   (f) ADJ UNCH    1 0
 OJ0467
 OJ0467.Superseded values are not recommended for survey control.
 OJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0467.See file dsdata.txt to determine how the superseded data were derived.
 OJ0467
 OJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ065524(NAD 83)
 OJ0467_MARKER: DD = SURVEY DISK
 OJ0467_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0467_SP_SET: COPPER-CLAD STEEL ROD
 OJ0467_STAMPING: LSC 5C43 1976 AC
 OJ0467_PROJECTION: FLUSH
 OJ0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0467_ROD/PIPE-DEPTH: 4.27 meters
 OJ0467
 OJ0467  HISTORY     - Date     Condition        Report By
 OJ0467  HISTORY     - 1976     MONUMENTED       NOS
 OJ0467  HISTORY     - 19920830 GOOD             USPSQD
 OJ0467  HISTORY     - 19980530 GOOD             USPSQD
 OJ0467
 OJ0467                          STATION DESCRIPTION
 OJ0467
 OJ0467'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0467'4.6 MI NE FROM SEBEWAING.
 OJ0467'4.6 MILES NOOTHEAST OF THE POST OFFICE AT SEBEWAING, 0.4 MILE SOUTH
 OJ0467'ALONG RIDGE ROAD FROM THE INTERSECTION OF RIDGE ROAD AND GEIGER ROAD,
 OJ0467'AT THE RESIDENCE OF LEROY BOESCH, 49.0 FT. SOUTHWEST OF NORTHWEST
 OJ0467'CORNER OF FRON PORCH ATTACHED TO A TWO STORY WHITE FRAME FARMHOUSE,
 OJ0467'25.8 FT. WEST OF SOUTHWEST CORNER OF AND IN LINE WITH SOUTH FACE OF
 OJ0467'BUILDING, 15 FEET NORTHWEST OF A 36 INCH POPLAR, BEING HIGHEST POINT
 OJ0467'OVER CROSS AT CENTER OF BRONZE DISK ON TOP OF A 5/8 INCH DIAMETER
 OJ0467'COPPER COATED STEEL ROD 14 FEET LONG AND PROTECTED BY A 6 INCH
 OJ0467'DIAMETER PLASTIC PIPE FLUSH WITH THE GROUND SURFACE.
 OJ0467
 OJ0467                          STATION RECOVERY (1992)
 OJ0467
 OJ0467'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0467'RECOVERED IN GOOD CONDITION.
 OJ0467
 OJ0467                          STATION RECOVERY (1998)
 OJ0467
 OJ0467'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0468 ***********************************************************************
 OJ0468  DESIGNATION -  LSC 5 C 44
 OJ0468  PID         -  OJ0468
 OJ0468  STATE/COUNTY-  MI/HURON
 OJ0468  USGS QUAD   -  BAY PORT WEST (1980)
 OJ0468
 OJ0468                         *CURRENT SURVEY CONTROL
 OJ0468  ___________________________________________________________________
 OJ0468* NAD 83(1986)-  43 48 30.     (N)    083 23 42.     (W)     SCALED    
 OJ0468* NAVD 88     -       178.744  (meters)     586.43   (feet)  ADJUSTED  
 OJ0468  ___________________________________________________________________
 OJ0468  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OJ0468  DYNAMIC HT  -         178.714 (meters)     586.33  (feet)  COMP
 OJ0468  MODELED GRAV-     980,450.9   (mgal)                       NAVD 88
 OJ0468
 OJ0468  VERT ORDER  -  FIRST     CLASS 0
 OJ0468
 OJ0468.The horizontal coordinates were scaled from a topographic map and have
 OJ0468.an estimated accuracy of +/- 6 seconds.
 OJ0468
 OJ0468.The orthometric height was determined by differential leveling
 OJ0468.and adjusted by the National Geodetic Survey in June 1991..
 OJ0468
 OJ0468.The geoid height was determined by GEOID03.
 OJ0468
 OJ0468.The dynamic height is computed by dividing the NAVD 88
 OJ0468.geopotential number by the normal gravity value computed on the
 OJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0468.degrees latitude (g = 980.6199 gals.).
 OJ0468
 OJ0468.The modeled gravity was interpolated from observed gravity values.
 OJ0468
 OJ0468;                    North         East    Units  Estimated Accuracy
 OJ0468;SPC MI S     -   256,870.    4,078,190.      MT  (+/- 180 meters Scaled)
 OJ0468
 OJ0468                          SUPERSEDED SURVEY CONTROL
 OJ0468
 OJ0468  NGVD 29 (??/??/92)  178.890  (m)          586.91   (f) ADJ UNCH    1 0
 OJ0468
 OJ0468.Superseded values are not recommended for survey control.
 OJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0468.See file dsdata.txt to determine how the superseded data were derived.
 OJ0468
 OJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ073533(NAD 83)
 OJ0468_MARKER: DD = SURVEY DISK
 OJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0468_SP_SET: CONCRETE POST
 OJ0468_STAMPING: LSC 5C44 1976 AC
 OJ0468_PROJECTION: FLUSH
 OJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0468+STABILITY: SURFACE MOTION
 OJ0468
 OJ0468  HISTORY     - Date     Condition        Report By
 OJ0468  HISTORY     - 1976     MONUMENTED       NOS
 OJ0468  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0468  HISTORY     - 19980530 GOOD             USPSQD
 OJ0468
 OJ0468                          STATION DESCRIPTION
 OJ0468
 OJ0468'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0468'3.2 MI SOUTH FROM BAYPORT.
 OJ0468'3.2 MILES SOUTH ALONG HIGHWAY M 25 OF POST OFFICE AT BAYPORT, 0.5 MILE
 OJ0468'NORTH OF THE INTERSECTION OF GEIGER AND DUHL ROADS, ON THE SOUTHWEST
 OJ0468'BRIDGE ABUTMENT OVER THE SHEBEON CREEK, 13.7 FT. WEST CENTERLINE OF
 OJ0468'KUHL ROAD, 3.3 FT. NORTHEAST OF SOUTHWEST FACE OF ABUTMENT, BEING
 OJ0468'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0468'CONCRETE.
 OJ0468
 OJ0468                          STATION RECOVERY (1992)
 OJ0468
 OJ0468'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0468'MARK NOT FOUND.
 OJ0468
 OJ0468                          STATION RECOVERY (1998)
 OJ0468
 OJ0468'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0470 ***********************************************************************
 OJ0470  DESIGNATION -  LSC 5 C 45
 OJ0470  PID         -  OJ0470
 OJ0470  STATE/COUNTY-  MI/HURON
 OJ0470  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0470
 OJ0470                         *CURRENT SURVEY CONTROL
 OJ0470  ___________________________________________________________________
 OJ0470* NAD 83(1986)-  43 49 48.     (N)    083 22 18.     (W)     SCALED    
 OJ0470* NAVD 88     -       179.851  (meters)     590.06   (feet)  ADJUSTED  
 OJ0470  ___________________________________________________________________
 OJ0470  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 OJ0470  DYNAMIC HT  -         179.822 (meters)     589.97  (feet)  COMP
 OJ0470  MODELED GRAV-     980,453.0   (mgal)                       NAVD 88
 OJ0470
 OJ0470  VERT ORDER  -  FIRST     CLASS 0
 OJ0470
 OJ0470.The horizontal coordinates were scaled from a topographic map and have
 OJ0470.an estimated accuracy of +/- 6 seconds.
 OJ0470
 OJ0470.The orthometric height was determined by differential leveling
 OJ0470.and adjusted by the National Geodetic Survey in June 1991..
 OJ0470
 OJ0470.The geoid height was determined by GEOID03.
 OJ0470
 OJ0470.The dynamic height is computed by dividing the NAVD 88
 OJ0470.geopotential number by the normal gravity value computed on the
 OJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0470.degrees latitude (g = 980.6199 gals.).
 OJ0470
 OJ0470.The modeled gravity was interpolated from observed gravity values.
 OJ0470
 OJ0470;                    North         East    Units  Estimated Accuracy
 OJ0470;SPC MI S     -   259,300.    4,080,030.      MT  (+/- 180 meters Scaled)
 OJ0470
 OJ0470                          SUPERSEDED SURVEY CONTROL
 OJ0470
 OJ0470  NGVD 29 (??/??/92)  179.997  (m)          590.54   (f) ADJ UNCH    1 0
 OJ0470
 OJ0470.Superseded values are not recommended for survey control.
 OJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0470.See file dsdata.txt to determine how the superseded data were derived.
 OJ0470
 OJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ093557(NAD 83)
 OJ0470_MARKER: DD = SURVEY DISK
 OJ0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0470_SP_SET: CULVERT
 OJ0470_STAMPING: LSC 5C45 1976 AC
 OJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0470+STABILITY: SURFACE MOTION
 OJ0470
 OJ0470  HISTORY     - Date     Condition        Report By
 OJ0470  HISTORY     - 1976     MONUMENTED       NOS
 OJ0470  HISTORY     - 19920830 GOOD             USPSQD
 OJ0470  HISTORY     - 19980530 GOOD             USPSQD
 OJ0470
 OJ0470                          STATION DESCRIPTION
 OJ0470
 OJ0470'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0470'1.6 MI SOUTH FROM BAYPORT.
 OJ0470'1.6 MILES SOUTH ALONG HIGHWAY M 25 FROM THE POST OFFICE AT BAYPORT, AT
 OJ0470'THE NORTHEAST CORNER OF THE INTERSECTION OF HIGHWAY M 142, 72 FT.
 OJ0470'NORTH CENTERLINE OF HIGHWAY M142, 40 FT. EAST CENTERLINE OF M 25, 5 FT
 OJ0470'BELOW ROAD SURFACE, 4.0 FEET SOUTH OF NORTH FACE AND 0.5 FOOT WEST OF
 OJ0470'EAST FACE OF NORTH ABUTMENT OF CONCRETE CULVERT, BEING HIGHEST POINT
 OJ0470'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0470
 OJ0470                          STATION RECOVERY (1992)
 OJ0470
 OJ0470'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0470'RECOVERED IN GOOD CONDITION.
 OJ0470
 OJ0470                          STATION RECOVERY (1998)
 OJ0470
 OJ0470'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0471 ***********************************************************************
 OJ0471  DESIGNATION -  LSC 5 C 46
 OJ0471  PID         -  OJ0471
 OJ0471  STATE/COUNTY-  MI/HURON
 OJ0471  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0471
 OJ0471                         *CURRENT SURVEY CONTROL
 OJ0471  ___________________________________________________________________
 OJ0471* NAD 83(1986)-  43 50 22.     (N)    083 22 18.     (W)     SCALED    
 OJ0471* NAVD 88     -       179.214  (meters)     587.97   (feet)  ADJUSTED  
 OJ0471  ___________________________________________________________________
 OJ0471  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0471  DYNAMIC HT  -         179.185 (meters)     587.88  (feet)  COMP
 OJ0471  MODELED GRAV-     980,453.8   (mgal)                       NAVD 88
 OJ0471
 OJ0471  VERT ORDER  -  FIRST     CLASS 0
 OJ0471
 OJ0471.The horizontal coordinates were scaled from a topographic map and have
 OJ0471.an estimated accuracy of +/- 6 seconds.
 OJ0471
 OJ0471.The orthometric height was determined by differential leveling
 OJ0471.and adjusted by the National Geodetic Survey in June 1991..
 OJ0471
 OJ0471.The geoid height was determined by GEOID03.
 OJ0471
 OJ0471.The dynamic height is computed by dividing the NAVD 88
 OJ0471.geopotential number by the normal gravity value computed on the
 OJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0471.degrees latitude (g = 980.6199 gals.).
 OJ0471
 OJ0471.The modeled gravity was interpolated from observed gravity values.
 OJ0471
 OJ0471;                    North         East    Units  Estimated Accuracy
 OJ0471;SPC MI S     -   260,350.    4,080,020.      MT  (+/- 180 meters Scaled)
 OJ0471
 OJ0471                          SUPERSEDED SURVEY CONTROL
 OJ0471
 OJ0471  NGVD 29 (??/??/92)  179.360  (m)          588.45   (f) ADJ UNCH    1 0
 OJ0471
 OJ0471.Superseded values are not recommended for survey control.
 OJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0471.See file dsdata.txt to determine how the superseded data were derived.
 OJ0471
 OJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ093567(NAD 83)
 OJ0471_MARKER: DD = SURVEY DISK
 OJ0471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0471_SP_SET: CULVERT
 OJ0471_STAMPING: LSC 5C46 1976 AC
 OJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0471+STABILITY: SURFACE MOTION
 OJ0471
 OJ0471  HISTORY     - Date     Condition        Report By
 OJ0471  HISTORY     - 1976     MONUMENTED       NOS
 OJ0471  HISTORY     - 19920830 GOOD             USPSQD
 OJ0471  HISTORY     - 19980530 GOOD             USPSQD
 OJ0471
 OJ0471                          STATION DESCRIPTION
 OJ0471
 OJ0471'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0471'0.6 MI SOUTH FROM BAYPORT.
 OJ0471'0.6 MILE SOUTH ALONG HIGHWAY M25 FROM THE POST OFFICE AT BAYPORT, 1.0
 OJ0471'MILE NORTH OF THE INTERSECTION OF HIGHWAYS M25 AND M142, 37 FEET NORTH
 OJ0471'CENTERLINE OF DRIVEWAY AT DWELLING NO. 480, 28 FEET EAST CENTERLINE OF
 OJ0471'HIGHWAY M25, 11.8 FT. WEST OF A YELLOW PIPE GAGS MAIN LOCATION, 2 FEET
 OJ0471'BELOW ROAD SURFACE, 1.8 FEET SOUTH OF NORTH FACE AND 0.5 FOOT WEST OF
 OJ0471'EAST FACE OF NORTH WINGWALL OF CULVERT, BEING HIGHEST POINT OVER
 OJ0471'CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0471
 OJ0471                          STATION RECOVERY (1992)
 OJ0471
 OJ0471'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0471'RECOVERED IN GOOD CONDITION.
 OJ0471
 OJ0471                          STATION RECOVERY (1998)
 OJ0471
 OJ0471'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0472 ***********************************************************************
 OJ0472  DESIGNATION -  LSC 5 C 47
 OJ0472  PID         -  OJ0472
 OJ0472  STATE/COUNTY-  MI/HURON
 OJ0472  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0472
 OJ0472                         *CURRENT SURVEY CONTROL
 OJ0472  ___________________________________________________________________
 OJ0472* NAD 83(1986)-  43 51 00.     (N)    083 22 18.     (W)     SCALED    
 OJ0472* NAVD 88     -       182.067  (meters)     597.33   (feet)  ADJUSTED  
 OJ0472  ___________________________________________________________________
 OJ0472  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 OJ0472  DYNAMIC HT  -         182.038 (meters)     597.24  (feet)  COMP
 OJ0472  MODELED GRAV-     980,454.6   (mgal)                       NAVD 88
 OJ0472
 OJ0472  VERT ORDER  -  FIRST     CLASS 0
 OJ0472
 OJ0472.The horizontal coordinates were scaled from a topographic map and have
 OJ0472.an estimated accuracy of +/- 6 seconds.
 OJ0472
 OJ0472.The orthometric height was determined by differential leveling
 OJ0472.and adjusted by the National Geodetic Survey in June 1991..
 OJ0472
 OJ0472.The geoid height was determined by GEOID03.
 OJ0472
 OJ0472.The dynamic height is computed by dividing the NAVD 88
 OJ0472.geopotential number by the normal gravity value computed on the
 OJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0472.degrees latitude (g = 980.6199 gals.).
 OJ0472
 OJ0472.The modeled gravity was interpolated from observed gravity values.
 OJ0472
 OJ0472;                    North         East    Units  Estimated Accuracy
 OJ0472;SPC MI S     -   261,520.    4,080,010.      MT  (+/- 180 meters Scaled)
 OJ0472
 OJ0472                          SUPERSEDED SURVEY CONTROL
 OJ0472
 OJ0472  NGVD 29 (??/??/92)  182.213  (m)          597.81   (f) ADJ UNCH    1 0
 OJ0472
 OJ0472.Superseded values are not recommended for survey control.
 OJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0472.See file dsdata.txt to determine how the superseded data were derived.
 OJ0472
 OJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ093579(NAD 83)
 OJ0472_MARKER: DD = SURVEY DISK
 OJ0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0472_SP_SET: CONCRETE POST
 OJ0472_STAMPING: LSC 5C47 1976 AC
 OJ0472_PROJECTION: FLUSH
 OJ0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0472+STABILITY: SURFACE MOTION
 OJ0472
 OJ0472  HISTORY     - Date     Condition        Report By
 OJ0472  HISTORY     - 1976     MONUMENTED       NOS
 OJ0472  HISTORY     - 19920830 GOOD             USPSQD
 OJ0472  HISTORY     - 19980530 GOOD             USPSQD
 OJ0472
 OJ0472                          STATION DESCRIPTION
 OJ0472
 OJ0472'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0472'IN BAYPORT.
 OJ0472'AT THE INTERSECTION OF HALL STREET AND HIGHWAY M25, ON THE WEST FACE
 OJ0472'OF THE WHITE STONE STANDARD GAS STATION AT 9850 MAINE STREET M25, 60
 OJ0472'FEET NORTH CENTERLINE OF MAINE STREET M25, 3.4 FT. ABOVE GROUND, 1.7
 OJ0472'FEET NORTH OF SOUTHWEST CORNER OF BUILDING, BEING HORIZONTAL LINE OF
 OJ0472'CROSS AT CENTER OF BRONZE DISK SET INTO THE STONE WALL.
 OJ0472
 OJ0472                          STATION RECOVERY (1992)
 OJ0472
 OJ0472'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0472'RECOVERED IN GOOD CONDITION.
 OJ0472
 OJ0472                          STATION RECOVERY (1998)
 OJ0472
 OJ0472'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0472'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0476 ***********************************************************************
 OJ0476  DESIGNATION -  LSC 5 C 49
 OJ0476  PID         -  OJ0476
 OJ0476  STATE/COUNTY-  MI/HURON
 OJ0476  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0476
 OJ0476                         *CURRENT SURVEY CONTROL
 OJ0476  ___________________________________________________________________
 OJ0476* NAD 83(1986)-  43 50 48.     (N)    083 21 30.     (W)     SCALED    
 OJ0476* NAVD 88     -       184.574  (meters)     605.56   (feet)  ADJUSTED  
 OJ0476  ___________________________________________________________________
 OJ0476  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 OJ0476  DYNAMIC HT  -         184.544 (meters)     605.46  (feet)  COMP
 OJ0476  MODELED GRAV-     980,454.5   (mgal)                       NAVD 88
 OJ0476
 OJ0476  VERT ORDER  -  FIRST     CLASS 0
 OJ0476
 OJ0476.The horizontal coordinates were scaled from a topographic map and have
 OJ0476.an estimated accuracy of +/- 6 seconds.
 OJ0476
 OJ0476.The orthometric height was determined by differential leveling
 OJ0476.and adjusted by the National Geodetic Survey in June 1991..
 OJ0476
 OJ0476.The geoid height was determined by GEOID03.
 OJ0476
 OJ0476.The dynamic height is computed by dividing the NAVD 88
 OJ0476.geopotential number by the normal gravity value computed on the
 OJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0476.degrees latitude (g = 980.6199 gals.).
 OJ0476
 OJ0476.The modeled gravity was interpolated from observed gravity values.
 OJ0476
 OJ0476;                    North         East    Units  Estimated Accuracy
 OJ0476;SPC MI S     -   261,160.    4,081,090.      MT  (+/- 180 meters Scaled)
 OJ0476
 OJ0476                          SUPERSEDED SURVEY CONTROL
 OJ0476
 OJ0476  NGVD 29 (??/??/92)  184.719  (m)          606.03   (f) ADJ UNCH    1 0
 OJ0476
 OJ0476.Superseded values are not recommended for survey control.
 OJ0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0476.See file dsdata.txt to determine how the superseded data were derived.
 OJ0476
 OJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ104575(NAD 83)
 OJ0476_MARKER: DD = SURVEY DISK
 OJ0476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0476_SP_SET: CULVERT
 OJ0476_STAMPING: LSC 5C49 1976 AC
 OJ0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0476+STABILITY: SURFACE MOTION
 OJ0476
 OJ0476  HISTORY     - Date     Condition        Report By
 OJ0476  HISTORY     - 1976     MONUMENTED       NOS
 OJ0476  HISTORY     - 19920830 MARK NOT FOUND   USPSQD
 OJ0476
 OJ0476                          STATION DESCRIPTION
 OJ0476
 OJ0476'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0476'IN BAYPORT.
 OJ0476'BENCH MARK DESTROYED AFTER BEING LEVELED TO.
 OJ0476
 OJ0476                          STATION RECOVERY (1992)
 OJ0476
 OJ0476'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0476'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0545 ***********************************************************************
 OJ0545  DESIGNATION -  LSC 5 C 5
 OJ0545  PID         -  OJ0545
 OJ0545  STATE/COUNTY-  MI/BAY
 OJ0545  USGS QUAD   -  BAY CITY (1973)
 OJ0545
 OJ0545                         *CURRENT SURVEY CONTROL
 OJ0545  ___________________________________________________________________
 OJ0545* NAD 83(1986)-  43 35 12.     (N)    083 53 36.     (W)     SCALED    
 OJ0545* NAVD 88     -       180.531  (meters)     592.29   (feet)  ADJUSTED  
 OJ0545  ___________________________________________________________________
 OJ0545  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ0545  DYNAMIC HT  -         180.496 (meters)     592.18  (feet)  COMP
 OJ0545  MODELED GRAV-     980,419.3   (mgal)                       NAVD 88
 OJ0545
 OJ0545  VERT ORDER  -  FIRST     CLASS 0
 OJ0545
 OJ0545.The horizontal coordinates were scaled from a topographic map and have
 OJ0545.an estimated accuracy of +/- 6 seconds.
 OJ0545
 OJ0545.The orthometric height was determined by differential leveling
 OJ0545.and adjusted by the National Geodetic Survey in June 1991..
 OJ0545
 OJ0545.The geoid height was determined by GEOID03.
 OJ0545
 OJ0545.The dynamic height is computed by dividing the NAVD 88
 OJ0545.geopotential number by the normal gravity value computed on the
 OJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0545.degrees latitude (g = 980.6199 gals.).
 OJ0545
 OJ0545.The modeled gravity was interpolated from observed gravity values.
 OJ0545
 OJ0545;                    North         East    Units  Estimated Accuracy
 OJ0545;SPC MI S     -   231,900.    4,038,230.      MT  (+/- 180 meters Scaled)
 OJ0545
 OJ0545                          SUPERSEDED SURVEY CONTROL
 OJ0545
 OJ0545  NGVD 29 (??/??/92)  180.677  (m)          592.77   (f) ADJ UNCH    1 0
 OJ0545
 OJ0545.Superseded values are not recommended for survey control.
 OJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0545.See file dsdata.txt to determine how the superseded data were derived.
 OJ0545
 OJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ664300(NAD 83)
 OJ0545_MARKER: DD = SURVEY DISK
 OJ0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0545_SP_SET: BUILDING
 OJ0545_STAMPING: LSC 5C5 1976 AC
 OJ0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0545
 OJ0545  HISTORY     - Date     Condition        Report By
 OJ0545  HISTORY     - 1976     MONUMENTED       NOS
 OJ0545  HISTORY     - 1983     GOOD             NGS
 OJ0545  HISTORY     - 19970419 GOOD             USPSQD
 OJ0545
 OJ0545                          STATION DESCRIPTION
 OJ0545
 OJ0545'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0545'IN BAY.
 OJ0545'ABOUT 1 MILE SOUTH OF THE POST OFFICE AT THE INTERSECTION OF 15TH AND
 OJ0545'WATER STS., ON THE WESTERN FACE OF MERCY MEMORIAL HOSPITAL, 14.4 FT.
 OJ0545'SOUTH OF NORTHWEST CORNER OF PHYSICAL THERAPY ENTRANCE, 4.0 FT. ABOVE
 OJ0545'GROUND, 3.1 FT. NORTH OF SOUTHWEST WING CORNER, BEING HORIZONTAL LINE
 OJ0545'OF CROSS AT CENTER OF BRONZE DISK SET INTO THE RED BRICK EXTERIOR.
 OJ0545
 OJ0545                          STATION RECOVERY (1983)
 OJ0545
 OJ0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0545'RECOVERED IN GOOD CONDITION.
 OJ0545
 OJ0545                          STATION RECOVERY (1997)
 OJ0545
 OJ0545'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0545'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0477 ***********************************************************************
 OJ0477  DESIGNATION -  LSC 5 C 50
 OJ0477  PID         -  OJ0477
 OJ0477  STATE/COUNTY-  MI/HURON
 OJ0477  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0477
 OJ0477                         *CURRENT SURVEY CONTROL
 OJ0477  ___________________________________________________________________
 OJ0477* NAD 83(1986)-  43 49 42.     (N)    083 21 30.     (W)     SCALED    
 OJ0477* NAVD 88     -       182.928  (meters)     600.16   (feet)  ADJUSTED  
 OJ0477  ___________________________________________________________________
 OJ0477  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0477  DYNAMIC HT  -         182.898 (meters)     600.06  (feet)  COMP
 OJ0477  MODELED GRAV-     980,452.9   (mgal)                       NAVD 88
 OJ0477
 OJ0477  VERT ORDER  -  FIRST     CLASS 0
 OJ0477
 OJ0477.The horizontal coordinates were scaled from a topographic map and have
 OJ0477.an estimated accuracy of +/- 6 seconds.
 OJ0477
 OJ0477.The orthometric height was determined by differential leveling
 OJ0477.and adjusted by the National Geodetic Survey in June 1991..
 OJ0477
 OJ0477.The geoid height was determined by GEOID03.
 OJ0477
 OJ0477.The dynamic height is computed by dividing the NAVD 88
 OJ0477.geopotential number by the normal gravity value computed on the
 OJ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0477.degrees latitude (g = 980.6199 gals.).
 OJ0477
 OJ0477.The modeled gravity was interpolated from observed gravity values.
 OJ0477
 OJ0477;                    North         East    Units  Estimated Accuracy
 OJ0477;SPC MI S     -   259,130.    4,081,110.      MT  (+/- 180 meters Scaled)
 OJ0477
 OJ0477                          SUPERSEDED SURVEY CONTROL
 OJ0477
 OJ0477  NGVD 29 (??/??/92)  183.073  (m)          600.63   (f) ADJ UNCH    1 0
 OJ0477
 OJ0477.Superseded values are not recommended for survey control.
 OJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0477.See file dsdata.txt to determine how the superseded data were derived.
 OJ0477
 OJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ103555(NAD 83)
 OJ0477_MARKER: DD = SURVEY DISK
 OJ0477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0477_SP_SET: CULVERT
 OJ0477_STAMPING: LSC 5C50 1976 AC
 OJ0477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0477+STABILITY: SURFACE MOTION
 OJ0477
 OJ0477  HISTORY     - Date     Condition        Report By
 OJ0477  HISTORY     - 1976     MONUMENTED       NOS
 OJ0477  HISTORY     - 19920830 GOOD             USPSQD
 OJ0477  HISTORY     - 19980530 GOOD             USPSQD
 OJ0477
 OJ0477                          STATION DESCRIPTION
 OJ0477
 OJ0477'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0477'0.7 MI SE FROM BAYPORT.
 OJ0477'0.7 MI SE OF BAYPORT 0.6 MILE SOUTH ALONG HIGHWAY M 25 FROM THE POST
 OJ0477'OFFICE AT BAYPORT, THENCE 0.1 MI EAST ALONG HIGHWAY M142, AT THE
 OJ0477'NORTHWEST CORNER OF THE INTERSECTION OF HIGHWAY M142 AND BAYPORT RD.,
 OJ0477'60 FT. NORTH CENTERLINE OF HIGHWAY 142, 22 FT. WEST CENTERLINE OF
 OJ0477'BAYPORT RD., 0.9 FOOT NORTH OF SOUTH FACE OF CULVERT HEADWALL, BEING
 OJ0477'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0477'CONCRETE.
 OJ0477
 OJ0477                          STATION RECOVERY (1992)
 OJ0477
 OJ0477'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0477'RECOVERED IN GOOD CONDITION.
 OJ0477
 OJ0477                          STATION RECOVERY (1998)
 OJ0477
 OJ0477'RECOVERY NOTE BY US POWER SQUADRON 1998
 OJ0477'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0479 ***********************************************************************
 OJ0479  DESIGNATION -  LSC 5 C 51
 OJ0479  PID         -  OJ0479
 OJ0479  STATE/COUNTY-  MI/HURON
 OJ0479  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0479
 OJ0479                         *CURRENT SURVEY CONTROL
 OJ0479  ___________________________________________________________________
 OJ0479* NAD 83(1986)-  43 49 48.     (N)    083 19 00.     (W)     SCALED    
 OJ0479* NAVD 88     -       185.957  (meters)     610.09   (feet)  ADJUSTED  
 OJ0479  ___________________________________________________________________
 OJ0479  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 OJ0479  DYNAMIC HT  -         185.927 (meters)     610.00  (feet)  COMP
 OJ0479  MODELED GRAV-     980,453.3   (mgal)                       NAVD 88
 OJ0479
 OJ0479  VERT ORDER  -  FIRST     CLASS 0
 OJ0479
 OJ0479.The horizontal coordinates were scaled from a topographic map and have
 OJ0479.an estimated accuracy of +/- 6 seconds.
 OJ0479
 OJ0479.The orthometric height was determined by differential leveling
 OJ0479.and adjusted by the National Geodetic Survey in June 1991..
 OJ0479
 OJ0479.The geoid height was determined by GEOID03.
 OJ0479
 OJ0479.The dynamic height is computed by dividing the NAVD 88
 OJ0479.geopotential number by the normal gravity value computed on the
 OJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0479.degrees latitude (g = 980.6199 gals.).
 OJ0479
 OJ0479.The modeled gravity was interpolated from observed gravity values.
 OJ0479
 OJ0479;                    North         East    Units  Estimated Accuracy
 OJ0479;SPC MI S     -   259,350.    4,084,460.      MT  (+/- 180 meters Scaled)
 OJ0479
 OJ0479                          SUPERSEDED SURVEY CONTROL
 OJ0479
 OJ0479  NGVD 29 (??/??/92)  186.102  (m)          610.57   (f) ADJ UNCH    1 0
 OJ0479
 OJ0479.Superseded values are not recommended for survey control.
 OJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0479.See file dsdata.txt to determine how the superseded data were derived.
 OJ0479
 OJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ137556(NAD 83)
 OJ0479_MARKER: DD = SURVEY DISK
 OJ0479_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0479_SP_SET: CULVERT
 OJ0479_STAMPING: LSC 5C51 1976 AC
 OJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0479+STABILITY: SURFACE MOTION
 OJ0479
 OJ0479  HISTORY     - Date     Condition        Report By
 OJ0479  HISTORY     - 1976     MONUMENTED       NOS
 OJ0479  HISTORY     - 19920830 GOOD             USPSQD
 OJ0479  HISTORY     - 19990605 GOOD             USPSQD
 OJ0479
 OJ0479                          STATION DESCRIPTION
 OJ0479
 OJ0479'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0479'2.5 MI WEST FROM PIGEON.
 OJ0479'2.5 MILES WEST ALONG HIGHWAY M142 FROM PIGEON, AT THE NORTHWEST CORNER
 OJ0479'OF THE INTERSECTION POBANZ ROAD, 88 FT. WEST CENTERLINE OF THE ROAD,
 OJ0479'40 FT. NORTH OF THE HIGHWAY, 21.5 FT. SOUTHEAST OF A UTILITY POLE, 7
 OJ0479'FT. BELOW ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OJ0479'BRONZE DISC SET INTO THE CONCRETE CULVERT.
 OJ0479
 OJ0479                          STATION RECOVERY (1992)
 OJ0479
 OJ0479'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0479'RECOVERED IN GOOD CONDITION.
 OJ0479
 OJ0479                          STATION RECOVERY (1999)
 OJ0479
 OJ0479'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0480 ***********************************************************************
 OJ0480  DESIGNATION -  LSC 5 C 52
 OJ0480  PID         -  OJ0480
 OJ0480  STATE/COUNTY-  MI/HURON
 OJ0480  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0480
 OJ0480                         *CURRENT SURVEY CONTROL
 OJ0480  ___________________________________________________________________
 OJ0480* NAD 83(1986)-  43 49 48.     (N)    083 17 40.     (W)     SCALED    
 OJ0480* NAVD 88     -       187.240  (meters)     614.30   (feet)  ADJUSTED  
 OJ0480  ___________________________________________________________________
 OJ0480  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 OJ0480  DYNAMIC HT  -         187.210 (meters)     614.20  (feet)  COMP
 OJ0480  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 OJ0480
 OJ0480  VERT ORDER  -  FIRST     CLASS 0
 OJ0480
 OJ0480.The horizontal coordinates were scaled from a topographic map and have
 OJ0480.an estimated accuracy of +/- 6 seconds.
 OJ0480
 OJ0480.The orthometric height was determined by differential leveling
 OJ0480.and adjusted by the National Geodetic Survey in June 1991..
 OJ0480
 OJ0480.The geoid height was determined by GEOID03.
 OJ0480
 OJ0480.The dynamic height is computed by dividing the NAVD 88
 OJ0480.geopotential number by the normal gravity value computed on the
 OJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0480.degrees latitude (g = 980.6199 gals.).
 OJ0480
 OJ0480.The modeled gravity was interpolated from observed gravity values.
 OJ0480
 OJ0480;                    North         East    Units  Estimated Accuracy
 OJ0480;SPC MI S     -   259,380.    4,086,250.      MT  (+/- 180 meters Scaled)
 OJ0480
 OJ0480                          SUPERSEDED SURVEY CONTROL
 OJ0480
 OJ0480  NGVD 29 (??/??/92)  187.385  (m)          614.78   (f) ADJ UNCH    1 0
 OJ0480
 OJ0480.Superseded values are not recommended for survey control.
 OJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0480.See file dsdata.txt to determine how the superseded data were derived.
 OJ0480
 OJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ155555(NAD 83)
 OJ0480_MARKER: DD = SURVEY DISK
 OJ0480_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0480_SP_SET: CULVERT
 OJ0480_STAMPING: LSC 5C52 1976 AC
 OJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0480+STABILITY: SURFACE MOTION
 OJ0480
 OJ0480  HISTORY     - Date     Condition        Report By
 OJ0480  HISTORY     - 1976     MONUMENTED       NOS
 OJ0480  HISTORY     - 19920830 GOOD             USPSQD
 OJ0480  HISTORY     - 19990605 GOOD             USPSQD
 OJ0480
 OJ0480                          STATION DESCRIPTION
 OJ0480
 OJ0480'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0480'1.5 MI WEST FROM PIGEON.
 OJ0480'1.5 MILES WEST ALONG HIGHWAY M142 FROM PIGEON, AT THE NORTHEAST CORNER
 OJ0480'OF THE INTERSECTION OF BROWN ROAD, 74 FT. EAST CENTERLINE OF THE ROAD
 OJ0480'30 FT. NORTH CENTERLINE OF THE HIGHWAY, 36.7 FT. SOUTHWEST OF UTILITY
 OJ0480'POLE, 4 FT. BELOW ROAD SURFACE, 2.3 FT. EAST OF WEST FACE OF WEST
 OJ0480'ABUTMENT TO CONCRETE CULVERT, BEING HIGHEST POINT OVER CROSS AT CENTER
 OJ0480'OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0480
 OJ0480                          STATION RECOVERY (1992)
 OJ0480
 OJ0480'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0480'RECOVERED IN GOOD CONDITION.
 OJ0480
 OJ0480                          STATION RECOVERY (1999)
 OJ0480
 OJ0480'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0481 ***********************************************************************
 OJ0481  DESIGNATION -  LSC 5 C 53
 OJ0481  PID         -  OJ0481
 OJ0481  STATE/COUNTY-  MI/HURON
 OJ0481  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0481
 OJ0481                         *CURRENT SURVEY CONTROL
 OJ0481  ___________________________________________________________________
 OJ0481* NAD 83(1986)-  43 49 48.     (N)    083 17 00.     (W)     SCALED    
 OJ0481* NAVD 88     -       189.640  (meters)     622.18   (feet)  ADJUSTED  
 OJ0481  ___________________________________________________________________
 OJ0481  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 OJ0481  DYNAMIC HT  -         189.609 (meters)     622.08  (feet)  COMP
 OJ0481  MODELED GRAV-     980,453.4   (mgal)                       NAVD 88
 OJ0481
 OJ0481  VERT ORDER  -  FIRST     CLASS 0
 OJ0481
 OJ0481.The horizontal coordinates were scaled from a topographic map and have
 OJ0481.an estimated accuracy of +/- 6 seconds.
 OJ0481
 OJ0481.The orthometric height was determined by differential leveling
 OJ0481.and adjusted by the National Geodetic Survey in June 1991..
 OJ0481
 OJ0481.The geoid height was determined by GEOID03.
 OJ0481
 OJ0481.The dynamic height is computed by dividing the NAVD 88
 OJ0481.geopotential number by the normal gravity value computed on the
 OJ0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0481.degrees latitude (g = 980.6199 gals.).
 OJ0481
 OJ0481.The modeled gravity was interpolated from observed gravity values.
 OJ0481
 OJ0481;                    North         East    Units  Estimated Accuracy
 OJ0481;SPC MI S     -   259,390.    4,087,140.      MT  (+/- 180 meters Scaled)
 OJ0481
 OJ0481                          SUPERSEDED SURVEY CONTROL
 OJ0481
 OJ0481  NGVD 29 (??/??/92)  189.785  (m)          622.65   (f) ADJ UNCH    1 0
 OJ0481
 OJ0481.Superseded values are not recommended for survey control.
 OJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0481.See file dsdata.txt to determine how the superseded data were derived.
 OJ0481
 OJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ164555(NAD 83)
 OJ0481_MARKER: DD = SURVEY DISK
 OJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0481_SP_SET: CONCRETE POST
 OJ0481_STAMPING: LSC 5C53 1976 AC
 OJ0481_PROJECTION: PROJECTING 3 CENTIMETERS
 OJ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0481+STABILITY: SURFACE MOTION
 OJ0481
 OJ0481  HISTORY     - Date     Condition        Report By
 OJ0481  HISTORY     - 1976     MONUMENTED       NOS
 OJ0481  HISTORY     - 19920830 GOOD             USPSQD
 OJ0481  HISTORY     - 19990605 GOOD             USPSQD
 OJ0481
 OJ0481                          STATION DESCRIPTION
 OJ0481
 OJ0481'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0481'0.5 MI WEST FROM PIGEON.
 OJ0481'0.5 MILE WEST ALONG HIGHWAY M142 FROM PIGEON, ABOUT 300 FT. WEST OF
 OJ0481'THE WEST VILLAGE CITY LIMITS SIGN OF PIGEON, IN NORTHWEST ABUTMENT OF
 OJ0481'BRIDGE OVER THE PIGEON RIVER, 26 FT. WEST OF THE WATERS EDGE, 34 FT.
 OJ0481'EAST OF A UTILITY POLE, 25 FT. NORTH CENTERLINE OF HIGHWAY M142, 1/2
 OJ0481'FT. ABOVE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 OJ0481'BRONZE DISK SET INTO THE CONCRETE.
 OJ0481
 OJ0481                          STATION RECOVERY (1992)
 OJ0481
 OJ0481'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0481'RECOVERED IN GOOD CONDITION.
 OJ0481
 OJ0481                          STATION RECOVERY (1999)
 OJ0481
 OJ0481'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0482 ***********************************************************************
 OJ0482  DESIGNATION -  LSC 5 C 54
 OJ0482  PID         -  OJ0482
 OJ0482  STATE/COUNTY-  MI/HURON
 OJ0482  USGS QUAD   -  BAY PORT EAST (1970)
 OJ0482
 OJ0482                         *CURRENT SURVEY CONTROL
 OJ0482  ___________________________________________________________________
 OJ0482* NAD 83(1986)-  43 50 48.     (N)    083 15 12.     (W)     SCALED    
 OJ0482* NAVD 88     -       188.944  (meters)     619.89   (feet)  ADJUSTED  
 OJ0482  ___________________________________________________________________
 OJ0482  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 OJ0482  DYNAMIC HT  -         188.914 (meters)     619.80  (feet)  COMP
 OJ0482  MODELED GRAV-     980,454.8   (mgal)                       NAVD 88
 OJ0482
 OJ0482  VERT ORDER  -  FIRST     CLASS 0
 OJ0482
 OJ0482.The horizontal coordinates were scaled from a topographic map and have
 OJ0482.an estimated accuracy of +/- 6 seconds.
 OJ0482
 OJ0482.The orthometric height was determined by differential leveling
 OJ0482.and adjusted by the National Geodetic Survey in June 1991..
 OJ0482
 OJ0482.The geoid height was determined by GEOID03.
 OJ0482
 OJ0482.The dynamic height is computed by dividing the NAVD 88
 OJ0482.geopotential number by the normal gravity value computed on the
 OJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0482.degrees latitude (g = 980.6199 gals.).
 OJ0482
 OJ0482.The modeled gravity was interpolated from observed gravity values.
 OJ0482
 OJ0482;                    North         East    Units  Estimated Accuracy
 OJ0482;SPC MI S     -   261,270.    4,089,530.      MT  (+/- 180 meters Scaled)
 OJ0482
 OJ0482                          SUPERSEDED SURVEY CONTROL
 OJ0482
 OJ0482  NGVD 29 (??/??/92)  189.089  (m)          620.37   (f) ADJ UNCH    1 0
 OJ0482
 OJ0482.Superseded values are not recommended for survey control.
 OJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0482.See file dsdata.txt to determine how the superseded data were derived.
 OJ0482
 OJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ188573(NAD 83)
 OJ0482_MARKER: DD = SURVEY DISK
 OJ0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0482_SP_SET: CONCRETE POST
 OJ0482_STAMPING: LSC 5C54 1976 AC
 OJ0482_PROJECTION: FLUSH
 OJ0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0482+STABILITY: SURFACE MOTION
 OJ0482
 OJ0482  HISTORY     - Date     Condition        Report By
 OJ0482  HISTORY     - 1976     MONUMENTED       NOS
 OJ0482  HISTORY     - 19920830 GOOD             USPSQD
 OJ0482  HISTORY     - 19990605 GOOD             USPSQD
 OJ0482
 OJ0482                          STATION DESCRIPTION
 OJ0482
 OJ0482'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0482'1.0 MI NORTH FROM PIGEON.
 OJ0482'1.0 MILE NORTH ALONG STURM ROAD FROM THE INTERSECTION OF RICHARDSON
 OJ0482'ROAD, ON THE WEST SIDE OF PIGEON, IN THE NORTHEAST CORNER OF THE
 OJ0482'INTERSECTION OF STURM AND BERNE ROADS, 39.0 FT. EAST CENTERLINE OF
 OJ0482'STURM ROAD, 34.5 FT. NORTH CENTERLINE OF BERNE ROAD, 5.4 FT. SOUTHWEST
 OJ0482'OF A UITILITY POLE, 0.8 FT. SOUTHWEST OF NORTHEAST CORNER OF CONCRETE
 OJ0482'COVER OF SEWER DRAIN PIPES, BEING HIGHEST POINT OVER CROSS AT CENTER
 OJ0482'OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0482
 OJ0482                          STATION RECOVERY (1992)
 OJ0482
 OJ0482'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0482'RECOVERED IN GOOD CONDITION.
 OJ0482
 OJ0482                          STATION RECOVERY (1999)
 OJ0482
 OJ0482'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0482'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0484 ***********************************************************************
 OJ0484  DESIGNATION -  LSC 5 C 55
 OJ0484  PID         -  OJ0484
 OJ0484  STATE/COUNTY-  MI/HURON
 OJ0484  USGS QUAD   -  CASEVILLE (1970)
 OJ0484
 OJ0484                         *CURRENT SURVEY CONTROL
 OJ0484  ___________________________________________________________________
 OJ0484* NAD 83(1986)-  43 53 30.     (N)    083 15 12.     (W)     SCALED    
 OJ0484* NAVD 88     -       185.354  (meters)     608.12   (feet)  ADJUSTED  
 OJ0484  ___________________________________________________________________
 OJ0484  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 OJ0484  DYNAMIC HT  -         185.325 (meters)     608.02  (feet)  COMP
 OJ0484  MODELED GRAV-     980,458.4   (mgal)                       NAVD 88
 OJ0484
 OJ0484  VERT ORDER  -  FIRST     CLASS 0
 OJ0484
 OJ0484.The horizontal coordinates were scaled from a topographic map and have
 OJ0484.an estimated accuracy of +/- 6 seconds.
 OJ0484
 OJ0484.The orthometric height was determined by differential leveling
 OJ0484.and adjusted by the National Geodetic Survey in June 1991..
 OJ0484
 OJ0484.The geoid height was determined by GEOID03.
 OJ0484
 OJ0484.The dynamic height is computed by dividing the NAVD 88
 OJ0484.geopotential number by the normal gravity value computed on the
 OJ0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0484.degrees latitude (g = 980.6199 gals.).
 OJ0484
 OJ0484.The modeled gravity was interpolated from observed gravity values.
 OJ0484
 OJ0484;                    North         East    Units  Estimated Accuracy
 OJ0484;SPC MI S     -   266,270.    4,089,460.      MT  (+/- 180 meters Scaled)
 OJ0484
 OJ0484                          SUPERSEDED SURVEY CONTROL
 OJ0484
 OJ0484  NGVD 29 (??/??/92)  185.498  (m)          608.59   (f) ADJ UNCH    1 0
 OJ0484
 OJ0484.Superseded values are not recommended for survey control.
 OJ0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0484.See file dsdata.txt to determine how the superseded data were derived.
 OJ0484
 OJ0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ190623(NAD 83)
 OJ0484_MARKER: DD = SURVEY DISK
 OJ0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0484_SP_SET: CONCRETE POST
 OJ0484_STAMPING: LSC 5C55 1976 AC
 OJ0484_PROJECTION: FLUSH
 OJ0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0484+STABILITY: SURFACE MOTION
 OJ0484
 OJ0484  HISTORY     - Date     Condition        Report By
 OJ0484  HISTORY     - 1976     MONUMENTED       NOS
 OJ0484  HISTORY     - 19920830 GOOD             USPSQD
 OJ0484  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0484
 OJ0484                          STATION DESCRIPTION
 OJ0484
 OJ0484'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0484'4.0 MI SE FROM CASEVILLE.
 OJ0484'4.0 MILES NORTH ALONG STURM ROAD FROM THE INTERSECTION RICHARDSON
 OJ0484'ROAD IN PIGEON, 4.0 MILES SOUTH AND EAST OF CASEVILLE, ON THE NORTH
 OJ0484'WEST ABUTMENT OF THE FILION ROAD BRIDGE OVER THE PIGEON RIVER, 175
 OJ0484'METERS EAST CENTERLINE OF STURM ROAD NORTH AND OPPOSITE THE HAYES
 OJ0484'UNITED METHODIST CHURCH, 138 FT. WEST CENTERLINE OF STURM ROAD SOUTH,
 OJ0484'15.7 FT. NORTH CENTERLINE OF FILION ROAD, EVEN WITH ROAD SURFACE,
 OJ0484'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 OJ0484'CONCRETE.
 OJ0484
 OJ0484                          STATION RECOVERY (1992)
 OJ0484
 OJ0484'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0484'RECOVERED IN GOOD CONDITION.
 OJ0484
 OJ0484                          STATION RECOVERY (1999)
 OJ0484
 OJ0484'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0486 ***********************************************************************
 OJ0486  DESIGNATION -  LSC 5 C 56
 OJ0486  PID         -  OJ0486
 OJ0486  STATE/COUNTY-  MI/HURON
 OJ0486  USGS QUAD   -  CASEVILLE (1970)
 OJ0486
 OJ0486                         *CURRENT SURVEY CONTROL
 OJ0486  ___________________________________________________________________
 OJ0486* NAD 83(1986)-  43 55 36.     (N)    083 15 12.     (W)     SCALED    
 OJ0486* NAVD 88     -       185.120  (meters)     607.35   (feet)  ADJUSTED  
 OJ0486  ___________________________________________________________________
 OJ0486  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 OJ0486  DYNAMIC HT  -         185.092 (meters)     607.26  (feet)  COMP
 OJ0486  MODELED GRAV-     980,460.8   (mgal)                       NAVD 88
 OJ0486
 OJ0486  VERT ORDER  -  FIRST     CLASS 0
 OJ0486
 OJ0486.The horizontal coordinates were scaled from a topographic map and have
 OJ0486.an estimated accuracy of +/- 6 seconds.
 OJ0486
 OJ0486.The orthometric height was determined by differential leveling
 OJ0486.and adjusted by the National Geodetic Survey in June 1991..
 OJ0486
 OJ0486.The geoid height was determined by GEOID03.
 OJ0486
 OJ0486.The dynamic height is computed by dividing the NAVD 88
 OJ0486.geopotential number by the normal gravity value computed on the
 OJ0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0486.degrees latitude (g = 980.6199 gals.).
 OJ0486
 OJ0486.The modeled gravity was interpolated from observed gravity values.
 OJ0486
 OJ0486;                    North         East    Units  Estimated Accuracy
 OJ0486;SPC MI S     -   270,160.    4,089,410.      MT  (+/- 180 meters Scaled)
 OJ0486
 OJ0486                          SUPERSEDED SURVEY CONTROL
 OJ0486
 OJ0486  NGVD 29 (??/??/92)  185.264  (m)          607.82   (f) ADJ UNCH    1 0
 OJ0486
 OJ0486.Superseded values are not recommended for survey control.
 OJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0486.See file dsdata.txt to determine how the superseded data were derived.
 OJ0486
 OJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ191661(NAD 83)
 OJ0486_MARKER: DD = SURVEY DISK
 OJ0486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0486_SP_SET: COPPER-CLAD STEEL ROD
 OJ0486_STAMPING: LSC 5C56 1976 AC
 OJ0486_PROJECTION: FLUSH
 OJ0486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0486+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 OJ0486_ROD/PIPE-DEPTH: 4.27 meters
 OJ0486
 OJ0486  HISTORY     - Date     Condition        Report By
 OJ0486  HISTORY     - 1976     MONUMENTED       NOS
 OJ0486  HISTORY     - 19920830 GOOD             USPSQD
 OJ0486  HISTORY     - 19990605 GOOD             USPSQD
 OJ0486  HISTORY     - 20050726 GOOD             ROWEIN
 OJ0486
 OJ0486                          STATION DESCRIPTION
 OJ0486
 OJ0486'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0486'1.0 MI SE FROM CASEVILLE.
 OJ0486'1.0 MILE SOUTHEAST ALONG STURM ROAD FROM THE INTERSECTION OF KINDE RD.
 OJ0486'IN CASEVILLE, 107.8 FT. NORTHEAST OF SOUTHEAST CORNER AND 70.7 FT.
 OJ0486'EAST OF NORTHEAST CORNER AND IN LINE WITH NORTH FACE OF DWELLING AT
 OJ0486'4701 STURM ROAD, 19.7 FT. SOUTHWEST OF A 24 INCH OAK, BEING HIGHEST
 OJ0486'POINT OVER CROSS AT CENTER OF BRONZE DISK ON TOP OF A 5/8 INCH
 OJ0486'DIAMETER COPPER COATED STEEL ROD 14 FT. LONG, FLUSH WITH THE GROUND
 OJ0486'SURFACE.
 OJ0486
 OJ0486                          STATION RECOVERY (1992)
 OJ0486
 OJ0486'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0486'RECOVERED IN GOOD CONDITION.
 OJ0486
 OJ0486                          STATION RECOVERY (1999)
 OJ0486
 OJ0486'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0486'RECOVERED IN GOOD CONDITION.
 OJ0486
 OJ0486                          STATION RECOVERY (2005)
 OJ0486
 OJ0486'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 OJ0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0487 ***********************************************************************
 OJ0487  DESIGNATION -  LSC 5 C 57
 OJ0487  PID         -  OJ0487
 OJ0487  STATE/COUNTY-  MI/HURON
 OJ0487  USGS QUAD   -  CASEVILLE (1970)
 OJ0487
 OJ0487                         *CURRENT SURVEY CONTROL
 OJ0487  ___________________________________________________________________
 OJ0487* NAD 83(1986)-  43 56 38.     (N)    083 16 12.     (W)     SCALED    
 OJ0487* NAVD 88     -       183.636  (meters)     602.48   (feet)  ADJUSTED  
 OJ0487  ___________________________________________________________________
 OJ0487  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 OJ0487  DYNAMIC HT  -         183.607 (meters)     602.38  (feet)  COMP
 OJ0487  MODELED GRAV-     980,461.8   (mgal)                       NAVD 88
 OJ0487
 OJ0487  VERT ORDER  -  FIRST     CLASS 0
 OJ0487
 OJ0487.The horizontal coordinates were scaled from a topographic map and have
 OJ0487.an estimated accuracy of +/- 6 seconds.
 OJ0487
 OJ0487.The orthometric height was determined by differential leveling
 OJ0487.and adjusted by the National Geodetic Survey in June 1991..
 OJ0487
 OJ0487.The geoid height was determined by GEOID03.
 OJ0487
 OJ0487.The dynamic height is computed by dividing the NAVD 88
 OJ0487.geopotential number by the normal gravity value computed on the
 OJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0487.degrees latitude (g = 980.6199 gals.).
 OJ0487
 OJ0487.The modeled gravity was interpolated from observed gravity values.
 OJ0487
 OJ0487;                    North         East    Units  Estimated Accuracy
 OJ0487;SPC MI S     -   272,060.    4,088,050.      MT  (+/- 180 meters Scaled)
 OJ0487
 OJ0487                          SUPERSEDED SURVEY CONTROL
 OJ0487
 OJ0487  NGVD 29 (??/??/92)  183.779  (m)          602.95   (f) ADJ UNCH    1 0
 OJ0487
 OJ0487.Superseded values are not recommended for survey control.
 OJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0487.See file dsdata.txt to determine how the superseded data were derived.
 OJ0487
 OJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ178681(NAD 83)
 OJ0487_MARKER: DD = SURVEY DISK
 OJ0487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0487_SP_SET: BUILDING
 OJ0487_STAMPING: LSC 5C57 1976 AC
 OJ0487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0487
 OJ0487  HISTORY     - Date     Condition        Report By
 OJ0487  HISTORY     - 1976     MONUMENTED       NOS
 OJ0487  HISTORY     - 19920830 GOOD             USPSQD
 OJ0487  HISTORY     - 19990605 GOOD             USPSQD
 OJ0487
 OJ0487                          STATION DESCRIPTION
 OJ0487
 OJ0487'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0487'IN CASEVILLE.
 OJ0487'AT THE NORTHWEST CORNER OF THE INTERSECTION OF MAIN ST. M25 AND KINDE
 OJ0487'ROAD, ON THE NORTH FACE OF THE CASEVILLE VILLAGE AND TOWNSHIP HALL,
 OJ0487'10 FT. WEST OF THE NORTHEAST CORNER OF BUILDING, 2 1/2 FT. ABOVE THE
 OJ0487'GROUND SURFACE, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE
 OJ0487'DISK SET INTO THE RED BRICK WALL.
 OJ0487
 OJ0487                          STATION RECOVERY (1992)
 OJ0487
 OJ0487'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0487'RECOVERED IN GOOD CONDITION.
 OJ0487
 OJ0487                          STATION RECOVERY (1999)
 OJ0487
 OJ0487'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0495 ***********************************************************************
 OJ0495  DESIGNATION -  LSC 5 C 58
 OJ0495  PID         -  OJ0495
 OJ0495  STATE/COUNTY-  MI/HURON
 OJ0495  USGS QUAD   -  CASEVILLE (1970)
 OJ0495
 OJ0495                         *CURRENT SURVEY CONTROL
 OJ0495  ___________________________________________________________________
 OJ0495* NAD 83(1986)-  43 57 12.     (N)    083 16 00.     (W)     SCALED    
 OJ0495* NAVD 88     -       182.056  (meters)     597.30   (feet)  ADJUSTED  
 OJ0495  ___________________________________________________________________
 OJ0495  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 OJ0495  DYNAMIC HT  -         182.028 (meters)     597.20  (feet)  COMP
 OJ0495  MODELED GRAV-     980,462.4   (mgal)                       NAVD 88
 OJ0495  OBS GRAVITY -     980,462.2   (mgal)                       GRAV_OBS
 OJ0495
 OJ0495  VERT ORDER  -  FIRST     CLASS 0
 OJ0495
 OJ0495.The horizontal coordinates were scaled from a topographic map and have
 OJ0495.an estimated accuracy of +/- 6 seconds.
 OJ0495
 OJ0495.The orthometric height was determined by differential leveling
 OJ0495.and adjusted by the National Geodetic Survey in June 1991..
 OJ0495
 OJ0495.The geoid height was determined by GEOID03.
 OJ0495
 OJ0495.The dynamic height is computed by dividing the NAVD 88
 OJ0495.geopotential number by the normal gravity value computed on the
 OJ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0495.degrees latitude (g = 980.6199 gals.).
 OJ0495
 OJ0495.The modeled gravity was interpolated from observed gravity values.
 OJ0495.The observed gravity was obtained from relative gravimeter ties
 OJ0495.to the IGSN71 gravity network.
 OJ0495
 OJ0495;                    North         East    Units  Estimated Accuracy
 OJ0495;SPC MI S     -   273,110.    4,088,300.      MT  (+/- 180 meters Scaled)
 OJ0495
 OJ0495                          SUPERSEDED SURVEY CONTROL
 OJ0495
 OJ0495  NGVD 29 (??/??/92)  182.199  (m)          597.76   (f) ADJ UNCH    1 0
 OJ0495
 OJ0495.Superseded values are not recommended for survey control.
 OJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0495.See file dsdata.txt to determine how the superseded data were derived.
 OJ0495
 OJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ181691(NAD 83)
 OJ0495_MARKER: DD = SURVEY DISK
 OJ0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0495_SP_SET: BUILDING
 OJ0495_STAMPING: LSC 5C58 1976 AC
 OJ0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0495+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 OJ0495
 OJ0495  HISTORY     - Date     Condition        Report By
 OJ0495  HISTORY     - 1976     MONUMENTED       NOS
 OJ0495  HISTORY     - 19920830 GOOD             USPSQD
 OJ0495  HISTORY     - 19990605 GOOD             USPSQD
 OJ0495  HISTORY     - 20050628 GOOD             INDIV
 OJ0495
 OJ0495                          STATION DESCRIPTION
 OJ0495
 OJ0495'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0495'IN CASEVILLE.
 OJ0495'ABOUT 200 YARDS SOUTHEAST OF THE CASEVILLE NORTH CITY LIMITS, IN THE
 OJ0495'SOUTHWEST FACE OF THE ST. ROCH CATHOLIC CHURCH, 8 FT. NORTHWEST OF THE
 OJ0495'SIDE ENTRYWAY, 6.8 FT. SOUTHEAST OF WEST CORNER, BEING HORIZONTAL LINE
 OJ0495'AT CENTER OF BONZE DISK SET INTO THE BRICK.
 OJ0495
 OJ0495                          STATION RECOVERY (1992)
 OJ0495
 OJ0495'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OJ0495'RECOVERED IN GOOD CONDITION.
 OJ0495
 OJ0495                          STATION RECOVERY (1999)
 OJ0495
 OJ0495'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0495'RECOVERED IN GOOD CONDITION.
 OJ0495
 OJ0495                          STATION RECOVERY (2005)
 OJ0495
 OJ0495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BWM)
 OJ0495'MONUMENT WAS RECOVERED AS DESCRIBED BY THE SPICER GROUP, INC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0496 ***********************************************************************
 OJ0496  DESIGNATION -  LSC 5 C 59
 OJ0496  PID         -  OJ0496
 OJ0496  STATE/COUNTY-  MI/HURON
 OJ0496  USGS QUAD   -  CASEVILLE (1970)
 OJ0496
 OJ0496                         *CURRENT SURVEY CONTROL
 OJ0496  ___________________________________________________________________
 OJ0496* NAD 83(1986)-  43 57 48.     (N)    083 15 36.     (W)     SCALED    
 OJ0496* NAVD 88     -       178.364  (meters)     585.18   (feet)  ADJUSTED  
 OJ0496  ___________________________________________________________________
 OJ0496  GEOID HEIGHT-         -34.78  (meters)                     GEOID03
 OJ0496  DYNAMIC HT  -         178.337 (meters)     585.09  (feet)  COMP
 OJ0496  MODELED GRAV-     980,462.9   (mgal)                       NAVD 88
 OJ0496
 OJ0496  VERT ORDER  -  FIRST     CLASS 0
 OJ0496
 OJ0496.The horizontal coordinates were scaled from a topographic map and have
 OJ0496.an estimated accuracy of +/- 6 seconds.
 OJ0496
 OJ0496.The orthometric height was determined by differential leveling
 OJ0496.and adjusted by the National Geodetic Survey in June 1991..
 OJ0496
 OJ0496.The geoid height was determined by GEOID03.
 OJ0496
 OJ0496.The dynamic height is computed by dividing the NAVD 88
 OJ0496.geopotential number by the normal gravity value computed on the
 OJ0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0496.degrees latitude (g = 980.6199 gals.).
 OJ0496
 OJ0496.The modeled gravity was interpolated from observed gravity values.
 OJ0496
 OJ0496;                    North         East    Units  Estimated Accuracy
 OJ0496;SPC MI S     -   274,230.    4,088,820.      MT  (+/- 180 meters Scaled)
 OJ0496
 OJ0496                          SUPERSEDED SURVEY CONTROL
 OJ0496
 OJ0496  NGVD 29 (??/??/92)  178.507  (m)          585.65   (f) ADJ UNCH    1 0
 OJ0496
 OJ0496.Superseded values are not recommended for survey control.
 OJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0496.See file dsdata.txt to determine how the superseded data were derived.
 OJ0496
 OJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ186702(NAD 83)
 OJ0496_MARKER: DD = SURVEY DISK
 OJ0496_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0496_SP_SET: CULVERT
 OJ0496_STAMPING: LSC 5C59 1976 AC
 OJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0496+STABILITY: SURFACE MOTION
 OJ0496
 OJ0496  HISTORY     - Date     Condition        Report By
 OJ0496  HISTORY     - 1976     MONUMENTED       NOS
 OJ0496  HISTORY     - 19990605 GOOD             USPSQD
 OJ0496
 OJ0496                          STATION DESCRIPTION
 OJ0496
 OJ0496'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0496'1.6 MI NE FROM CASEVILLE.
 OJ0496'1.6 MILES NORTHEAST ALONG HIGHWAY M25 FROM THE PIGEON RIVER BRIDGE AT
 OJ0496'CASEVILLE, IN FRONT OF DWELLING AT NO. 5977, 36 FT. NORTH OF UTILITY
 OJ0496'POLE, 28.0 FT. SOUTHEAST CENTERLINE OF HIGHWAY M25, 4 1/2 FT. BELOW
 OJ0496'ROAD SURFACE, 2.0 FT. NORTHEAST OF SOUTHWEST FACE OF LOWER TIER OF
 OJ0496'CULVERT WINGWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 OJ0496'DISK SET INTO THE CONCRETE.
 OJ0496
 OJ0496                          STATION RECOVERY (1999)
 OJ0496
 OJ0496'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0546 ***********************************************************************
 OJ0546  DESIGNATION -  LSC 5 C 6
 OJ0546  PID         -  OJ0546
 OJ0546  STATE/COUNTY-  MI/BAY
 OJ0546  USGS QUAD   -  BAY CITY (1973)
 OJ0546
 OJ0546                         *CURRENT SURVEY CONTROL
 OJ0546  ___________________________________________________________________
 OJ0546* NAD 83(1986)-  43 35 00.     (N)    083 53 42.     (W)     SCALED    
 OJ0546* NAVD 88     -       181.242  (meters)     594.62   (feet)  ADJUSTED  
 OJ0546  ___________________________________________________________________
 OJ0546  GEOID HEIGHT-         -34.51  (meters)                     GEOID03
 OJ0546  DYNAMIC HT  -         181.207 (meters)     594.51  (feet)  COMP
 OJ0546  MODELED GRAV-     980,419.2   (mgal)                       NAVD 88
 OJ0546
 OJ0546  VERT ORDER  -  FIRST     CLASS 0
 OJ0546
 OJ0546.The horizontal coordinates were scaled from a topographic map and have
 OJ0546.an estimated accuracy of +/- 6 seconds.
 OJ0546
 OJ0546.The orthometric height was determined by differential leveling
 OJ0546.and adjusted by the National Geodetic Survey in June 1991..
 OJ0546
 OJ0546.The geoid height was determined by GEOID03.
 OJ0546
 OJ0546.The dynamic height is computed by dividing the NAVD 88
 OJ0546.geopotential number by the normal gravity value computed on the
 OJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0546.degrees latitude (g = 980.6199 gals.).
 OJ0546
 OJ0546.The modeled gravity was interpolated from observed gravity values.
 OJ0546
 OJ0546;                    North         East    Units  Estimated Accuracy
 OJ0546;SPC MI S     -   231,530.    4,038,090.      MT  (+/- 180 meters Scaled)
 OJ0546
 OJ0546                          SUPERSEDED SURVEY CONTROL
 OJ0546
 OJ0546  NGVD 29 (??/??/92)  181.388  (m)          595.10   (f) ADJ UNCH    1 0
 OJ0546
 OJ0546.Superseded values are not recommended for survey control.
 OJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0546.See file dsdata.txt to determine how the superseded data were derived.
 OJ0546
 OJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ662296(NAD 83)
 OJ0546_MARKER: DD = SURVEY DISK
 OJ0546_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0546_SP_SET: BUILDING
 OJ0546_STAMPING: LSC 5C6 1976 AC
 OJ0546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0546
 OJ0546  HISTORY     - Date     Condition        Report By
 OJ0546  HISTORY     - 1976     MONUMENTED       NOS
 OJ0546  HISTORY     - 1983     GOOD             NGS
 OJ0546  HISTORY     - 19970419 GOOD             USPSQD
 OJ0546
 OJ0546                          STATION DESCRIPTION
 OJ0546
 OJ0546'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0546'IN BAY.
 OJ0546'ABOUT 1.25 MILES SOUTH ALONG WATER ST. FROM THE POST OFFICE AT BAY
 OJ0546'CITY, 71.5 FT. WEST CENTERLINE OF WATER ST., AT THE INTERSECTION OF
 OJ0546'19TH AND WATER STS., ON THE EAST FACE OF THE CITY SERVICE BUILDING,
 OJ0546'13.5 FT. NORTH OF THE NORTH CORNER OF MAIN ENTRANCE, 4.5 FT. ABOVE
 OJ0546'GROUND, BEING HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET
 OJ0546'INTO THE RED BRICK EXTERIOR.
 OJ0546
 OJ0546                          STATION RECOVERY (1983)
 OJ0546
 OJ0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0546'RECOVERED IN GOOD CONDITION.
 OJ0546
 OJ0546                          STATION RECOVERY (1997)
 OJ0546
 OJ0546'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1151 ***********************************************************************
 OJ1151  DESIGNATION -  LSC 5 C 60 RESET
 OJ1151  PID         -  OJ1151
 OJ1151  STATE/COUNTY-  MI/HURON
 OJ1151  USGS QUAD   -  RUSH LAKE (1970)
 OJ1151
 OJ1151                         *CURRENT SURVEY CONTROL
 OJ1151  ___________________________________________________________________
 OJ1151* NAD 83(1986)-  43 58 42.     (N)    083 12 00.     (W)     SCALED    
 OJ1151* NAVD 88     -       180.69   (meters)     592.8    (feet)  RESET     
 OJ1151  ___________________________________________________________________
 OJ1151  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 OJ1151
 OJ1151  VERT ORDER  -  THIRD
 OJ1151
 OJ1151.The horizontal coordinates were scaled from a topographic map and have
 OJ1151.an estimated accuracy of +/- 6 seconds.
 OJ1151
 OJ1151.The orthometric height was computed from unverified reset data.
 OJ1151.No vertical observational check was made to the station.
 OJ1151
 OJ1151.The geoid height was determined by GEOID03.
 OJ1151
 OJ1151;                    North         East    Units  Estimated Accuracy
 OJ1151;SPC MI S     -   275,960.    4,093,610.      MT  (+/- 180 meters Scaled)
 OJ1151
 OJ1151                          SUPERSEDED SURVEY CONTROL
 OJ1151
 OJ1151  NGVD 29 (03/27/06)  180.83   (m)          593.3    (f) RESET       3  
 OJ1151
 OJ1151.Superseded values are not recommended for survey control.
 OJ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1151.See file dsdata.txt to determine how the superseded data were derived.
 OJ1151
 OJ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ235718(NAD 83)
 OJ1151_MARKER: DV = VERTICAL CONTROL DISK
 OJ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1151_SP_SET: CONCRETE POST
 OJ1151_STAMPING: LSC 5C60 AC RESET 1985
 OJ1151_MARK LOGO: NGS   
 OJ1151_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1151+STABILITY: SURFACE MOTION
 OJ1151
 OJ1151  HISTORY     - Date     Condition        Report By
 OJ1151  HISTORY     - 1985     MONUMENTED       NGS
 OJ1151  HISTORY     - 19990605 GOOD             USPSQD
 OJ1151
 OJ1151                          STATION DESCRIPTION
 OJ1151
 OJ1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1151'5.0 MI (8.0 KM) NORTHEAST ALONG M-25 FROM THE PIGEON RIVER BRIDGE AT
 OJ1151'CASEVILLE, AND 0.4 MILE NORTHEAST FROM THE ENTRANCE TO SLEEPER STATE
 OJ1151'PARK, ALSO 12.8 MI (20.6 KM) SOUTHWEST OF PORT AUSTIN, 40.8 FT
 OJ1151'(12.4 M) SOUTH FROM THE CENTERLINE OF M-25, 20.8 FT (6.3 M) EAST FROM
 OJ1151'A 10 INCH OAK TREE, 2.0 FT (0.6 M) WEST FROM AN 8 INCH OAK TREE AND
 OJ1151'2.0 FT (0.6 M) NORTH FROM A WITNESS POST.
 OJ1151
 OJ1151                          STATION RECOVERY (1999)
 OJ1151
 OJ1151'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0500 ***********************************************************************
 OJ0500  DESIGNATION -  LSC 5 C 61
 OJ0500  PID         -  OJ0500
 OJ0500  STATE/COUNTY-  MI/HURON
 OJ0500  USGS QUAD   -  RUSH LAKE (1970)
 OJ0500
 OJ0500                         *CURRENT SURVEY CONTROL
 OJ0500  ___________________________________________________________________
 OJ0500* NAD 83(1986)-  43 58 48.     (N)    083 11 00.     (W)     SCALED    
 OJ0500* NAVD 88     -       184.948  (meters)     606.78   (feet)  ADJUSTED  
 OJ0500  ___________________________________________________________________
 OJ0500  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 OJ0500  DYNAMIC HT  -         184.920 (meters)     606.69  (feet)  COMP
 OJ0500  MODELED GRAV-     980,464.0   (mgal)                       NAVD 88
 OJ0500
 OJ0500  VERT ORDER  -  FIRST     CLASS 0
 OJ0500
 OJ0500.The horizontal coordinates were scaled from a topographic map and have
 OJ0500.an estimated accuracy of +/- 6 seconds.
 OJ0500
 OJ0500.The orthometric height was determined by differential leveling
 OJ0500.and adjusted by the National Geodetic Survey in June 1991..
 OJ0500
 OJ0500.The geoid height was determined by GEOID03.
 OJ0500
 OJ0500.The dynamic height is computed by dividing the NAVD 88
 OJ0500.geopotential number by the normal gravity value computed on the
 OJ0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0500.degrees latitude (g = 980.6199 gals.).
 OJ0500
 OJ0500.The modeled gravity was interpolated from observed gravity values.
 OJ0500
 OJ0500;                    North         East    Units  Estimated Accuracy
 OJ0500;SPC MI S     -   276,160.    4,094,950.      MT  (+/- 180 meters Scaled)
 OJ0500
 OJ0500                          SUPERSEDED SURVEY CONTROL
 OJ0500
 OJ0500  NGVD 29 (??/??/92)  185.090  (m)          607.25   (f) ADJ UNCH    1 0
 OJ0500
 OJ0500.Superseded values are not recommended for survey control.
 OJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0500.See file dsdata.txt to determine how the superseded data were derived.
 OJ0500
 OJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ248719(NAD 83)
 OJ0500_MARKER: DD = SURVEY DISK
 OJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0500_SP_SET: CONCRETE POST
 OJ0500_STAMPING: LSC 5C61 1976 AC
 OJ0500_PROJECTION: FLUSH
 OJ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0500+STABILITY: SURFACE MOTION
 OJ0500
 OJ0500  HISTORY     - Date     Condition        Report By
 OJ0500  HISTORY     - 1976     MONUMENTED       NOS
 OJ0500  HISTORY     - 19990605 GOOD             USPSQD
 OJ0500
 OJ0500                          STATION DESCRIPTION
 OJ0500
 OJ0500'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0500'5.5 MI NE FROM CASEVILLE.
 OJ0500'5.5 MILES NORTHEAST ALONG HIGHWAY M25 FROM THE BRIDGE OVER THE PIGEON
 OJ0500'RIVER BRIDGE IN CASEVILLE, IN FRONT OF DWELLING NO. 4435, 36 FT. SOUTH
 OJ0500'CENTERLINE OF HIGHWAY M25, 31.8 FT. WEST OF A WELL TOP, 31.8 FT.
 OJ0500'NORTHWEST OF THE NORTHEAST AND 15.8 FT. NORTH OF NORTHWEST CORNER OF
 OJ0500'WHITE 2 STORY FRAME HOUSE, 7 FEET NORTH OF A UTILITY POLE, BEING
 OJ0500'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO A CONCRETE
 OJ0500'MONUMENT.
 OJ0500
 OJ0500                          STATION RECOVERY (1999)
 OJ0500
 OJ0500'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0503 ***********************************************************************
 OJ0503  DESIGNATION -  LSC 5 C 62
 OJ0503  PID         -  OJ0503
 OJ0503  STATE/COUNTY-  MI/HURON
 OJ0503  USGS QUAD   -  RUSH LAKE (1970)
 OJ0503
 OJ0503                         *CURRENT SURVEY CONTROL
 OJ0503  ___________________________________________________________________
 OJ0503* NAD 83(1986)-  43 59 18.     (N)    083 08 12.     (W)     SCALED    
 OJ0503* NAVD 88     -       182.280  (meters)     598.03   (feet)  ADJUSTED  
 OJ0503  ___________________________________________________________________
 OJ0503  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ0503  DYNAMIC HT  -         182.252 (meters)     597.94  (feet)  COMP
 OJ0503  MODELED GRAV-     980,464.6   (mgal)                       NAVD 88
 OJ0503
 OJ0503  VERT ORDER  -  FIRST     CLASS 0
 OJ0503
 OJ0503.The horizontal coordinates were scaled from a topographic map and have
 OJ0503.an estimated accuracy of +/- 6 seconds.
 OJ0503
 OJ0503.The orthometric height was determined by differential leveling
 OJ0503.and adjusted by the National Geodetic Survey in June 1991..
 OJ0503
 OJ0503.The geoid height was determined by GEOID03.
 OJ0503
 OJ0503.The dynamic height is computed by dividing the NAVD 88
 OJ0503.geopotential number by the normal gravity value computed on the
 OJ0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0503.degrees latitude (g = 980.6199 gals.).
 OJ0503
 OJ0503.The modeled gravity was interpolated from observed gravity values.
 OJ0503
 OJ0503;                    North         East    Units  Estimated Accuracy
 OJ0503;SPC MI S     -   277,140.    4,098,680.      MT  (+/- 180 meters Scaled)
 OJ0503
 OJ0503                          SUPERSEDED SURVEY CONTROL
 OJ0503
 OJ0503  NGVD 29 (??/??/92)  182.421  (m)          598.49   (f) ADJ UNCH    1 0
 OJ0503
 OJ0503.Superseded values are not recommended for survey control.
 OJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0503.See file dsdata.txt to determine how the superseded data were derived.
 OJ0503
 OJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ286727(NAD 83)
 OJ0503_MARKER: DD = SURVEY DISK
 OJ0503_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0503_SP_SET: COPPER-CLAD STEEL ROD
 OJ0503_STAMPING: LSC 5C62 1976 AC
 OJ0503_PROJECTION: FLUSH
 OJ0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0503_ROD/PIPE-DEPTH: 4.57 meters
 OJ0503
 OJ0503  HISTORY     - Date     Condition        Report By
 OJ0503  HISTORY     - 1976     MONUMENTED       NOS
 OJ0503  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ0503
 OJ0503                          STATION DESCRIPTION
 OJ0503
 OJ0503'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0503'7.7 MI NE FROM CASEVILLE.
 OJ0503'7.7 MILES NORTHEAST OF THE PIGEON RIVER AT CASEVILLE, 54.0 FEET NORTH
 OJ0503'OF NORTHWEST CORNER AND IN LINE WITH WEST FACE OF DWELLING AT 3725
 OJ0503'PORT AUSTIN ROAD M25, 39.8 FT. NORTHWEST OF 6 INCH DIAMETER WELL PIPE,
 OJ0503'30 FT. SOUTH CENTERLINE OF HIGHWAY M25, 9.2 FT. EAST OF 15 INCH OAK,
 OJ0503'BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK ON TOP OF A
 OJ0503'5/8 INCH COPPER COATED STEEL ROD, 15 FT. LONG AND PROTECTED BY A 6
 OJ0503'INCH DIAMETER PLASTIC PIPE.
 OJ0503
 OJ0503                          STATION RECOVERY (1999)
 OJ0503
 OJ0503'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1150 ***********************************************************************
 OJ1150  DESIGNATION -  LSC 5 C 62 RESET
 OJ1150  PID         -  OJ1150
 OJ1150  STATE/COUNTY-  MI/HURON
 OJ1150  USGS QUAD   -  RUSH LAKE (1970)
 OJ1150
 OJ1150                         *CURRENT SURVEY CONTROL
 OJ1150  ___________________________________________________________________
 OJ1150* NAD 83(1986)-  43 59 18.     (N)    083 08 12.     (W)     SCALED    
 OJ1150* NAVD 88     -       182.50   (meters)     598.8    (feet)  RESET     
 OJ1150  ___________________________________________________________________
 OJ1150  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 OJ1150  OBS GRAVITY -     980,467.1   (mgal)                       GRAV_OBS
 OJ1150
 OJ1150  VERT ORDER  -  THIRD
 OJ1150
 OJ1150.The horizontal coordinates were scaled from a topographic map and have
 OJ1150.an estimated accuracy of +/- 6 seconds.
 OJ1150
 OJ1150.The orthometric height was computed from unverified reset data.
 OJ1150.No vertical observational check was made to the station.
 OJ1150
 OJ1150.The geoid height was determined by GEOID03.
 OJ1150.The observed gravity was obtained from relative gravimeter ties
 OJ1150.to the IGSN71 gravity network.
 OJ1150
 OJ1150;                    North         East    Units  Estimated Accuracy
 OJ1150;SPC MI S     -   277,140.    4,098,680.      MT  (+/- 180 meters Scaled)
 OJ1150
 OJ1150                          SUPERSEDED SURVEY CONTROL
 OJ1150
 OJ1150  NGVD 29 (03/27/06)  182.64   (m)          599.2    (f) RESET       3  
 OJ1150
 OJ1150.Superseded values are not recommended for survey control.
 OJ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1150.See file dsdata.txt to determine how the superseded data were derived.
 OJ1150
 OJ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ286727(NAD 83)
 OJ1150_MARKER: DV = VERTICAL CONTROL DISK
 OJ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ1150_SP_SET: CONCRETE POST
 OJ1150_STAMPING: LSC 5C62 AC RESET 1985
 OJ1150_MARK LOGO: NGS   
 OJ1150_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ1150+STABILITY: SURFACE MOTION
 OJ1150
 OJ1150  HISTORY     - Date     Condition        Report By
 OJ1150  HISTORY     - 1985     MONUMENTED       NGS
 OJ1150  HISTORY     - 19990605 MARK NOT FOUND   USPSQD
 OJ1150
 OJ1150                          STATION DESCRIPTION
 OJ1150
 OJ1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 OJ1150'8.0 MI (12.9 KM) NORTHEAST ALONG M-25 FROM THE PIGEON RIVER BRIDGE IN
 OJ1150'CASEVILLE, 9.9 MI (15.9 KM) SOUTHWEST OF PORT AUSTIN AND ACROSS FROM
 OJ1150'DWELLING NUMBER 3725, 30.0 FT (9.1 M) SOUTHWEST FROM A 3 INCH PIPE
 OJ1150'BOLTED TO TWO PIECES OF ANGLE IRON SET IN CONCRETE WITH A BIRDHOUSE
 OJ1150'ATOP AND STICKING UP ABOUT 16 FEET ABOVE GROUND, 24.6 FT (7.5 M)
 OJ1150'NORTH OF M-25, AND MARK IS FLUSH WITH THE GROUND.
 OJ1150
 OJ1150                          STATION RECOVERY (1999)
 OJ1150
 OJ1150'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0504 ***********************************************************************
 OJ0504  DESIGNATION -  LSC 5 C 63
 OJ0504  PID         -  OJ0504
 OJ0504  STATE/COUNTY-  MI/HURON
 OJ0504  USGS QUAD   -  KINDE WEST (1970)
 OJ0504
 OJ0504                         *CURRENT SURVEY CONTROL
 OJ0504  ___________________________________________________________________
 OJ0504* NAD 83(1986)-  43 59 36.     (N)    083 07 18.     (W)     SCALED    
 OJ0504* NAVD 88     -       182.740  (meters)     599.54   (feet)  ADJUSTED  
 OJ0504  ___________________________________________________________________
 OJ0504  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 OJ0504  DYNAMIC HT  -         182.712 (meters)     599.45  (feet)  COMP
 OJ0504  MODELED GRAV-     980,465.1   (mgal)                       NAVD 88
 OJ0504
 OJ0504  VERT ORDER  -  FIRST     CLASS 0
 OJ0504
 OJ0504.The horizontal coordinates were scaled from a topographic map and have
 OJ0504.an estimated accuracy of +/- 6 seconds.
 OJ0504
 OJ0504.The orthometric height was determined by differential leveling
 OJ0504.and adjusted by the National Geodetic Survey in June 1991..
 OJ0504
 OJ0504.The geoid height was determined by GEOID03.
 OJ0504
 OJ0504.The dynamic height is computed by dividing the NAVD 88
 OJ0504.geopotential number by the normal gravity value computed on the
 OJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0504.degrees latitude (g = 980.6199 gals.).
 OJ0504
 OJ0504.The modeled gravity was interpolated from observed gravity values.
 OJ0504
 OJ0504;                    North         East    Units  Estimated Accuracy
 OJ0504;SPC MI S     -   277,710.    4,099,870.      MT  (+/- 180 meters Scaled)
 OJ0504
 OJ0504                          SUPERSEDED SURVEY CONTROL
 OJ0504
 OJ0504  NGVD 29 (??/??/92)  182.881  (m)          600.00   (f) ADJ UNCH    1 0
 OJ0504
 OJ0504.Superseded values are not recommended for survey control.
 OJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0504.See file dsdata.txt to determine how the superseded data were derived.
 OJ0504
 OJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ298733(NAD 83)
 OJ0504_MARKER: DD = SURVEY DISK
 OJ0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0504_SP_SET: BUILDING
 OJ0504_STAMPING: LSC 5C63 1976 AC
 OJ0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0504
 OJ0504  HISTORY     - Date     Condition        Report By
 OJ0504  HISTORY     - 1976     MONUMENTED       NOS
 OJ0504  HISTORY     - 19990605 GOOD             USPSQD
 OJ0504
 OJ0504                          STATION DESCRIPTION
 OJ0504
 OJ0504'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0504'8.5 MI NE FROM CASEVILLE.
 OJ0504'8.5 MILES NORTHEST ALONG HIGHWAY M25 FROM THE PIGEON RIVER BRIDGE AT
 OJ0504'CASEVILLE, 9 MILES SOUTHWEST OF THE INTERSECTION OF LAKE AND SPRING
 OJ0504'STREETS IN PORT AUSTIN, AT THE OAK BEACH COUNTY PARK, SOUTHWEST OF THE
 OJ0504'INTERSECTION OF HIGHWAY M25 AND OAK BEACH ROAD, 7.7 FT. NORTHEAST OF
 OJ0504'SOUTH CORNER OF FACILITIES BUILDING, 4 FT. ABOVE GROUND SURFACE, BEING
 OJ0504'HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE DISK SET INTO THE WALL.
 OJ0504
 OJ0504                          STATION RECOVERY (1999)
 OJ0504
 OJ0504'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0345 ***********************************************************************
 PK0345  DESIGNATION -  LSC 5 C 64 RESET
 PK0345  PID         -  PK0345
 PK0345  STATE/COUNTY-  MI/HURON
 PK0345  USGS QUAD   -  PORT AUSTIN WEST (1970)
 PK0345
 PK0345                         *CURRENT SURVEY CONTROL
 PK0345  ___________________________________________________________________
 PK0345* NAD 83(1986)-  44 00 00.     (N)    083 06 18.     (W)     SCALED    
 PK0345* NAVD 88     -       181.20   (meters)     594.5    (feet)  RESET     
 PK0345  ___________________________________________________________________
 PK0345  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 PK0345
 PK0345  VERT ORDER  -  THIRD
 PK0345
 PK0345.The horizontal coordinates were scaled from a topographic map and have
 PK0345.an estimated accuracy of +/- 6 seconds.
 PK0345
 PK0345.The orthometric height was computed from unverified reset data.
 PK0345.No vertical observational check was made to the station.
 PK0345
 PK0345.The geoid height was determined by GEOID03.
 PK0345
 PK0345;                    North         East    Units  Estimated Accuracy
 PK0345;SPC MI S     -   278,480.    4,101,200.      MT  (+/- 180 meters Scaled)
 PK0345
 PK0345                          SUPERSEDED SURVEY CONTROL
 PK0345
 PK0345  NGVD 29 (03/27/06)  181.34   (m)          594.9    (f) RESET       3  
 PK0345
 PK0345.Superseded values are not recommended for survey control.
 PK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0345.See file dsdata.txt to determine how the superseded data were derived.
 PK0345
 PK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ312740(NAD 83)
 PK0345_MARKER: DV = VERTICAL CONTROL DISK
 PK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0345_SP_SET: CONCRETE POST
 PK0345_STAMPING: LSC 5C 64 AC RESET 1985
 PK0345_MARK LOGO: NGS   
 PK0345_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0345+STABILITY: SURFACE MOTION
 PK0345
 PK0345  HISTORY     - Date     Condition        Report By
 PK0345  HISTORY     - 1985     MONUMENTED       NGS
 PK0345  HISTORY     - 19990605 GOOD             USPSQD
 PK0345
 PK0345                          STATION DESCRIPTION
 PK0345
 PK0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PK0345'7.95 MI (12.79 KM) SOUTHWEST ALONG HIGHWAY M-25, FROM THE INTERSECTION
 PK0345'OF LAKE AND SPRING STREETS, IN PORT AUSTIN, 0.35 MI (0.56 KM) WEST OF
 PK0345'MCGRAW PARK AND JUST SOUTHWEST OF DWELLING 3050, 36.6 FT (11.2 M)
 PK0345'SOUTH OF CENTERLINE OF M-25, 7.0 FT (2.1 M) NORTHWEST OF A 20 INCH
 PK0345'PINE TREE AND ABOUT 3 FEET ABOVE LEVEL WITH ROAD.
 PK0345
 PK0345                          STATION RECOVERY (1999)
 PK0345
 PK0345'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0346 ***********************************************************************
 PK0346  DESIGNATION -  LSC 5 C 65 RESET
 PK0346  PID         -  PK0346
 PK0346  STATE/COUNTY-  MI/HURON
 PK0346  USGS QUAD   -  PORT AUSTIN WEST (1970)
 PK0346
 PK0346                         *CURRENT SURVEY CONTROL
 PK0346  ___________________________________________________________________
 PK0346* NAD 83(1986)-  44 00 00.     (N)    083 05 18.     (W)     SCALED    
 PK0346* NAVD 88     -       181.09   (meters)     594.1    (feet)  RESET     
 PK0346  ___________________________________________________________________
 PK0346  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 PK0346
 PK0346  VERT ORDER  -  THIRD
 PK0346
 PK0346.The horizontal coordinates were scaled from a topographic map and have
 PK0346.an estimated accuracy of +/- 6 seconds.
 PK0346
 PK0346.The orthometric height was computed from unverified reset data.
 PK0346.No vertical observational check was made to the station.
 PK0346
 PK0346.The geoid height was determined by GEOID03.
 PK0346
 PK0346;                    North         East    Units  Estimated Accuracy
 PK0346;SPC MI S     -   278,500.    4,102,540.      MT  (+/- 180 meters Scaled)
 PK0346
 PK0346                          SUPERSEDED SURVEY CONTROL
 PK0346
 PK0346  NGVD 29 (03/27/06)  181.23   (m)          594.6    (f) RESET       3  
 PK0346
 PK0346.Superseded values are not recommended for survey control.
 PK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0346.See file dsdata.txt to determine how the superseded data were derived.
 PK0346
 PK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ325739(NAD 83)
 PK0346_MARKER: DV = VERTICAL CONTROL DISK
 PK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0346_SP_SET: CONCRETE POST
 PK0346_STAMPING: LSC 5C 65 AC RESET 1985
 PK0346_MARK LOGO: NGS   
 PK0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0346+STABILITY: SURFACE MOTION
 PK0346
 PK0346  HISTORY     - Date     Condition        Report By
 PK0346  HISTORY     - 1985     MONUMENTED       NGS
 PK0346  HISTORY     - 19990605 GOOD             USPSQD
 PK0346
 PK0346                          STATION DESCRIPTION
 PK0346
 PK0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PK0346'6.8 SOUTHWEST ALONG HIGHWAY M-25, FROM THE INTERSECTION OF LAKE AND
 PK0346'SPRING STREETS, IN PORT AUSTIN, 0.75 MI (1.21 KM) WEST FROM THE
 PK0346'PINNEBOG RIVER, 45.0 FT (13.7 M) NORTHEAST OF CENTERLINE OF M-25,
 PK0346'27.0 FT (8.2 M) NORTHWEST FROM A 20 INCH OAK TREE, 13.7 FT (4.2 M)
 PK0346'SOUTHWEST FROM A FENCE AND 1.8 FT (0.5 M) SOUTHWEST FROM A WITNESS
 PK0346'POST.
 PK0346
 PK0346                          STATION RECOVERY (1999)
 PK0346
 PK0346'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0506 ***********************************************************************
 OJ0506  DESIGNATION -  LSC 5 C 66
 OJ0506  PID         -  OJ0506
 OJ0506  STATE/COUNTY-  MI/HURON
 OJ0506  USGS QUAD   -  KINDE WEST (1970)
 OJ0506
 OJ0506                         *CURRENT SURVEY CONTROL
 OJ0506  ___________________________________________________________________
 OJ0506* NAD 83(1986)-  43 59 48.     (N)    083 04 30.     (W)     SCALED    
 OJ0506* NAVD 88     -       180.945  (meters)     593.65   (feet)  ADJUSTED  
 OJ0506  ___________________________________________________________________
 OJ0506  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OJ0506  DYNAMIC HT  -         180.918 (meters)     593.56  (feet)  COMP
 OJ0506  MODELED GRAV-     980,465.8   (mgal)                       NAVD 88
 OJ0506
 OJ0506  VERT ORDER  -  FIRST     CLASS 0
 OJ0506
 OJ0506.The horizontal coordinates were scaled from a topographic map and have
 OJ0506.an estimated accuracy of +/- 6 seconds.
 OJ0506
 OJ0506.The orthometric height was determined by differential leveling
 OJ0506.and adjusted by the National Geodetic Survey in June 1991..
 OJ0506
 OJ0506.The geoid height was determined by GEOID03.
 OJ0506
 OJ0506.The dynamic height is computed by dividing the NAVD 88
 OJ0506.geopotential number by the normal gravity value computed on the
 OJ0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0506.degrees latitude (g = 980.6199 gals.).
 OJ0506
 OJ0506.The modeled gravity was interpolated from observed gravity values.
 OJ0506
 OJ0506;                    North         East    Units  Estimated Accuracy
 OJ0506;SPC MI S     -   278,140.    4,103,610.      MT  (+/- 180 meters Scaled)
 OJ0506
 OJ0506                          SUPERSEDED SURVEY CONTROL
 OJ0506
 OJ0506  NGVD 29 (??/??/92)  181.085  (m)          594.11   (f) ADJ UNCH    1 0
 OJ0506
 OJ0506.Superseded values are not recommended for survey control.
 OJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0506.See file dsdata.txt to determine how the superseded data were derived.
 OJ0506
 OJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ336735(NAD 83)
 OJ0506_MARKER: DD = SURVEY DISK
 OJ0506_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0506_SP_SET: ABUTMENT
 OJ0506_STAMPING: LSC 5C66 1976 AC
 OJ0506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0506
 OJ0506  HISTORY     - Date     Condition        Report By
 OJ0506  HISTORY     - 1976     MONUMENTED       NOS
 OJ0506  HISTORY     - 19990605 GOOD             USPSQD
 OJ0506
 OJ0506                          STATION DESCRIPTION
 OJ0506
 OJ0506'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0506'5.9 MI SW FROM PORT AUSTIN.
 OJ0506'5.9 MILES SOUTHWEST ALONG HIGHWAY M25 FROM THE INTERSECTION OF LAKE
 OJ0506'AND SPRING STREETS IN PORT AUSTIN, ON THE UPPER TIER OF THE NORTHWEST
 OJ0506'ABUTMENT OF THE HIGHWAY M 25 BRIDGE OVER THE PINNEBOG RIVER, 29 FT.
 OJ0506'SOUTH CENTERLINE OF HIGHWAY, 0.8 FT. WEST OF EAST FACE OF ABUTMENT,
 OJ0506'ON LEVEL WITH ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER
 OJ0506'OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0506
 OJ0506                          STATION RECOVERY (1999)
 OJ0506
 OJ0506'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0507 ***********************************************************************
 OJ0507  DESIGNATION -  LSC 5 C 67
 OJ0507  PID         -  OJ0507
 OJ0507  STATE/COUNTY-  MI/HURON
 OJ0507  USGS QUAD   -  KINDE WEST (1970)
 OJ0507
 OJ0507                         *CURRENT SURVEY CONTROL
 OJ0507  ___________________________________________________________________
 OJ0507* NAD 83(1986)-  43 59 48.     (N)    083 04 00.     (W)     SCALED    
 OJ0507* NAVD 88     -       182.981  (meters)     600.33   (feet)  ADJUSTED  
 OJ0507  ___________________________________________________________________
 OJ0507  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 OJ0507  DYNAMIC HT  -         182.954 (meters)     600.24  (feet)  COMP
 OJ0507  MODELED GRAV-     980,465.8   (mgal)                       NAVD 88
 OJ0507
 OJ0507  VERT ORDER  -  FIRST     CLASS 0
 OJ0507
 OJ0507.The horizontal coordinates were scaled from a topographic map and have
 OJ0507.an estimated accuracy of +/- 6 seconds.
 OJ0507
 OJ0507.The orthometric height was determined by differential leveling
 OJ0507.and adjusted by the National Geodetic Survey in June 1991..
 OJ0507
 OJ0507.The geoid height was determined by GEOID03.
 OJ0507
 OJ0507.The dynamic height is computed by dividing the NAVD 88
 OJ0507.geopotential number by the normal gravity value computed on the
 OJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0507.degrees latitude (g = 980.6199 gals.).
 OJ0507
 OJ0507.The modeled gravity was interpolated from observed gravity values.
 OJ0507
 OJ0507;                    North         East    Units  Estimated Accuracy
 OJ0507;SPC MI S     -   278,150.    4,104,280.      MT  (+/- 180 meters Scaled)
 OJ0507
 OJ0507                          SUPERSEDED SURVEY CONTROL
 OJ0507
 OJ0507  NGVD 29 (??/??/92)  183.122  (m)          600.79   (f) ADJ UNCH    1 0
 OJ0507
 OJ0507.Superseded values are not recommended for survey control.
 OJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0507.See file dsdata.txt to determine how the superseded data were derived.
 OJ0507
 OJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ342735(NAD 83)
 OJ0507_MARKER: DD = SURVEY DISK
 OJ0507_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0507_SP_SET: ABUTMENT
 OJ0507_STAMPING: LSC 5C67 1976 AC
 OJ0507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0507
 OJ0507  HISTORY     - Date     Condition        Report By
 OJ0507  HISTORY     - 1976     MONUMENTED       NOS
 OJ0507  HISTORY     - 19990605 GOOD             USPSQD
 OJ0507
 OJ0507                          STATION DESCRIPTION
 OJ0507
 OJ0507'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0507'5.46 MI SW FROM PORT AUSTIN.
 OJ0507'5.46 MILES SOUTHWEST ALONG HIGHWAY M25 FROM THE INTERSECTION OF LAKE
 OJ0507'AND SPRING STREETS IN PORT AUSTIN, SOUTHWEST OF PORT CRESCENT AND
 OJ0507'0.43 MILE EAST FROM THE PINNEBOG RIVER, IN THE SOUTHEAST ABUTMENT OF
 OJ0507'THE BRIDGE OVER THE TAFT DRAIN, 28 1/2 FT. SOUTH CENTERLINE OF
 OJ0507'HIGHWAY M25, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0507'SET INTO THE CONCRETE.
 OJ0507
 OJ0507                          STATION RECOVERY (1999)
 OJ0507
 OJ0507'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0347 ***********************************************************************
 PK0347  DESIGNATION -  LSC 5 C 69 RESET
 PK0347  PID         -  PK0347
 PK0347  STATE/COUNTY-  MI/HURON
 PK0347  USGS QUAD   -  PORT AUSTIN WEST (1970)
 PK0347
 PK0347                         *CURRENT SURVEY CONTROL
 PK0347  ___________________________________________________________________
 PK0347* NAD 83(1986)-  44 01 10.     (N)    083 02 35.     (W)     SCALED    
 PK0347* NAVD 88     -       180.34   (meters)     591.7    (feet)  RESET     
 PK0347  ___________________________________________________________________
 PK0347  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PK0347
 PK0347  VERT ORDER  -  THIRD
 PK0347
 PK0347.The horizontal coordinates were scaled from a topographic map and have
 PK0347.an estimated accuracy of +/- 6 seconds.
 PK0347
 PK0347.The orthometric height was computed from unverified reset data.
 PK0347.No vertical observational check was made to the station.
 PK0347
 PK0347.The geoid height was determined by GEOID03.
 PK0347
 PK0347;                    North         East    Units  Estimated Accuracy
 PK0347;SPC MI S     -   280,710.    4,106,130.      MT  (+/- 180 meters Scaled)
 PK0347
 PK0347                          SUPERSEDED SURVEY CONTROL
 PK0347
 PK0347  NGVD 29 (03/27/06)  180.48   (m)          592.1    (f) RESET       3  
 PK0347
 PK0347.Superseded values are not recommended for survey control.
 PK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0347.See file dsdata.txt to determine how the superseded data were derived.
 PK0347
 PK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ362760(NAD 83)
 PK0347_MARKER: DV = VERTICAL CONTROL DISK
 PK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0347_SP_SET: CONCRETE POST
 PK0347_STAMPING: LSC 5C 69 AC RESET 1985
 PK0347_MARK LOGO: NGS   
 PK0347_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0347+STABILITY: SURFACE MOTION
 PK0347
 PK0347  HISTORY     - Date     Condition        Report By
 PK0347  HISTORY     - 1985     MONUMENTED       NGS
 PK0347  HISTORY     - 19990605 GOOD             USPSQD
 PK0347
 PK0347                          STATION DESCRIPTION
 PK0347
 PK0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PK0347'3.1 MILES SOUTHWEST ALONG HIGHWAY M-25, FROM THE INTERSECTION OF LAKE
 PK0347'AND SPRING STREETS IN PORT AUSTIN, 0.4 MILE SOUTHWEST FROM THE JENKS
 PK0347'COUNTY PARK AND ACROSS FROM DWELLING 1465, 50.6 FT (15.4 M) NORTHWEST
 PK0347'OF CENTERLINE OF HIGHWAY M-25, 17.5 FT (5.3 M) SOUTHWEST FROM THE
 PK0347'CENTER OF DRIVEWAY AND 1.5 FT (0.5 M) SOUTHWEST FROM A UTILITY POLE
 PK0347'AND 1.0 FT (0.3 M) SOUTH FROM A WITNESS POST.
 PK0347
 PK0347                          STATION RECOVERY (1999)
 PK0347
 PK0347'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0547 ***********************************************************************
 OJ0547  DESIGNATION -  LSC 5 C 7
 OJ0547  PID         -  OJ0547
 OJ0547  STATE/COUNTY-  MI/BAY
 OJ0547  USGS QUAD   -  BAY CITY (1973)
 OJ0547
 OJ0547                         *CURRENT SURVEY CONTROL
 OJ0547  ___________________________________________________________________
 OJ0547* NAD 83(1986)-  43 34 48.     (N)    083 54 00.     (W)     SCALED    
 OJ0547* NAVD 88     -       181.643  (meters)     595.94   (feet)  ADJUSTED  
 OJ0547  ___________________________________________________________________
 OJ0547  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 OJ0547  DYNAMIC HT  -         181.607 (meters)     595.82  (feet)  COMP
 OJ0547  MODELED GRAV-     980,419.1   (mgal)                       NAVD 88
 OJ0547
 OJ0547  VERT ORDER  -  FIRST     CLASS 0
 OJ0547
 OJ0547.The horizontal coordinates were scaled from a topographic map and have
 OJ0547.an estimated accuracy of +/- 6 seconds.
 OJ0547
 OJ0547.The orthometric height was determined by differential leveling
 OJ0547.and adjusted by the National Geodetic Survey in June 1991..
 OJ0547
 OJ0547.The geoid height was determined by GEOID03.
 OJ0547
 OJ0547.The dynamic height is computed by dividing the NAVD 88
 OJ0547.geopotential number by the normal gravity value computed on the
 OJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0547.degrees latitude (g = 980.6199 gals.).
 OJ0547
 OJ0547.The modeled gravity was interpolated from observed gravity values.
 OJ0547
 OJ0547;                    North         East    Units  Estimated Accuracy
 OJ0547;SPC MI S     -   231,150.    4,037,690.      MT  (+/- 180 meters Scaled)
 OJ0547
 OJ0547                          SUPERSEDED SURVEY CONTROL
 OJ0547
 OJ0547  NGVD 29 (??/??/92)  181.789  (m)          596.42   (f) ADJ UNCH    1 0
 OJ0547
 OJ0547.Superseded values are not recommended for survey control.
 OJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0547.See file dsdata.txt to determine how the superseded data were derived.
 OJ0547
 OJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ658293(NAD 83)
 OJ0547_MARKER: DD = SURVEY DISK
 OJ0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 OJ0547_SP_SET: ABUTMENT
 OJ0547_STAMPING: LSC 5C7 1976 AC
 OJ0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0547
 OJ0547  HISTORY     - Date     Condition        Report By
 OJ0547  HISTORY     - 1976     MONUMENTED       NOS
 OJ0547  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0547  HISTORY     - 19970419 MARK NOT FOUND   USPSQD
 OJ0547
 OJ0547                          STATION DESCRIPTION
 OJ0547
 OJ0547'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0547'IN BAY.
 OJ0547'ABOUT 1.5 MILES SOUTH ALONG WATER ST. FROM THE POST OFFICE AT BAY CITY
 OJ0547'ON THE SOUTHEAST CONCRETE ABUTMENT OF THE LAFAYETTE ST. BRIDGE OVER
 OJ0547'THE SAGINAW RIVER, 19.9 FT. SOUTH CENTERLINE OF LAFAYETTE ST., 3.0
 OJ0547'FT. WEST OF EAST EDGE OF ABUTMENT, 1/2 FOOT ABOVE SIDEWALK, BEING
 OJ0547'HIGHEST POINT ON CROSS AT CENTER OF BONZE DISK SET INTO THE CONCRETE
 OJ0547'ABUTMENT.
 OJ0547
 OJ0547                          STATION RECOVERY (1983)
 OJ0547
 OJ0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0547'MARK NOT FOUND.
 OJ0547
 OJ0547                          STATION RECOVERY (1997)
 OJ0547
 OJ0547'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0111 ***********************************************************************
 PK0111  DESIGNATION -  LSC 5 C 71
 PK0111  PID         -  PK0111
 PK0111  STATE/COUNTY-  MI/HURON
 PK0111  USGS QUAD   -  PORT AUSTIN WEST (1970)
 PK0111
 PK0111                         *CURRENT SURVEY CONTROL
 PK0111  ___________________________________________________________________
 PK0111* NAD 83(1986)-  44 02 00.     (N)    083 01 36.     (W)     SCALED    
 PK0111* NAVD 88     -       184.278  (meters)     604.59   (feet)  ADJUSTED  
 PK0111  ___________________________________________________________________
 PK0111  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 PK0111  DYNAMIC HT  -         184.252 (meters)     604.50  (feet)  COMP
 PK0111  MODELED GRAV-     980,472.0   (mgal)                       NAVD 88
 PK0111
 PK0111  VERT ORDER  -  FIRST     CLASS 0
 PK0111
 PK0111.The horizontal coordinates were scaled from a topographic map and have
 PK0111.an estimated accuracy of +/- 6 seconds.
 PK0111
 PK0111.The orthometric height was determined by differential leveling
 PK0111.and adjusted by the National Geodetic Survey in June 1991..
 PK0111
 PK0111.The geoid height was determined by GEOID03.
 PK0111
 PK0111.The dynamic height is computed by dividing the NAVD 88
 PK0111.geopotential number by the normal gravity value computed on the
 PK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0111.degrees latitude (g = 980.6199 gals.).
 PK0111
 PK0111.The modeled gravity was interpolated from observed gravity values.
 PK0111
 PK0111;                    North         East    Units  Estimated Accuracy
 PK0111;SPC MI S     -   282,280.    4,107,420.      MT  (+/- 180 meters Scaled)
 PK0111
 PK0111                          SUPERSEDED SURVEY CONTROL
 PK0111
 PK0111  NGVD 29 (??/??/92)  184.418  (m)          605.04   (f) ADJ UNCH    1 0
 PK0111
 PK0111.Superseded values are not recommended for survey control.
 PK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0111.See file dsdata.txt to determine how the superseded data were derived.
 PK0111
 PK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ376775(NAD 83)
 PK0111_MARKER: DD = SURVEY DISK
 PK0111_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PK0111_SP_SET: ABUTMENT
 PK0111_STAMPING: LSC 5C71 1976 AC
 PK0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0111
 PK0111  HISTORY     - Date     Condition        Report By
 PK0111  HISTORY     - 1976     MONUMENTED       NOS
 PK0111  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0111
 PK0111                          STATION DESCRIPTION
 PK0111
 PK0111'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0111'1.3 MI SW FROM PORT AUSTIN.
 PK0111'1.3 MILES SOUTHWEST ALONG HIGHWAY M25 FROM THE INTERSECTION OF LAKE
 PK0111'AND SPRING STREETS IN PORT AUSTIN, 14 FT. SOUTHEAST CENTERLINE OF
 PK0111'SAND ROAD, 1.1 FT. WEST OF EAST FACE OF ABUTMENT WINGWALL, 1 FT.
 PK0111'BELOW ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 PK0111'DISK SET INTO THE CONCRETE.
 PK0111
 PK0111                          STATION RECOVERY (1999)
 PK0111
 PK0111'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0112 ***********************************************************************
 PK0112  DESIGNATION -  LSC 5 C 72
 PK0112  PID         -  PK0112
 PK0112  STATE/COUNTY-  MI/HURON
 PK0112  USGS QUAD   -  PORT AUSTIN WEST (1970)
 PK0112
 PK0112                         *CURRENT SURVEY CONTROL
 PK0112  ___________________________________________________________________
 PK0112* NAD 83(1986)-  44 03 00.     (N)    083 00 18.     (W)     SCALED    
 PK0112* NAVD 88     -       181.367  (meters)     595.03   (feet)  ADJUSTED  
 PK0112  ___________________________________________________________________
 PK0112  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 PK0112  DYNAMIC HT  -         181.341 (meters)     594.95  (feet)  COMP
 PK0112  MODELED GRAV-     980,473.2   (mgal)                       NAVD 88
 PK0112
 PK0112  VERT ORDER  -  FIRST     CLASS 0
 PK0112
 PK0112.The horizontal coordinates were scaled from a topographic map and have
 PK0112.an estimated accuracy of +/- 6 seconds.
 PK0112
 PK0112.The orthometric height was determined by differential leveling
 PK0112.and adjusted by the National Geodetic Survey in June 1991..
 PK0112
 PK0112.The geoid height was determined by GEOID03.
 PK0112
 PK0112.The dynamic height is computed by dividing the NAVD 88
 PK0112.geopotential number by the normal gravity value computed on the
 PK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0112.degrees latitude (g = 980.6199 gals.).
 PK0112
 PK0112.The modeled gravity was interpolated from observed gravity values.
 PK0112
 PK0112;                    North         East    Units  Estimated Accuracy
 PK0112;SPC MI S     -   284,160.    4,109,130.      MT  (+/- 180 meters Scaled)
 PK0112
 PK0112                          SUPERSEDED SURVEY CONTROL
 PK0112
 PK0112  NGVD 29 (??/??/92)  181.507  (m)          595.49   (f) ADJ UNCH    1 0
 PK0112
 PK0112.Superseded values are not recommended for survey control.
 PK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0112.See file dsdata.txt to determine how the superseded data were derived.
 PK0112
 PK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ393793(NAD 83)
 PK0112_MARKER: DD = SURVEY DISK
 PK0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0112_SP_SET: HEADWALL
 PK0112_STAMPING: LSC 5C72 1976 AC
 PK0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0112
 PK0112  HISTORY     - Date     Condition        Report By
 PK0112  HISTORY     - 1976     MONUMENTED       NOS
 PK0112  HISTORY     - 19991120 MARK NOT FOUND   USPSQD
 PK0112
 PK0112                          STATION DESCRIPTION
 PK0112
 PK0112'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0112'IN PORT AUSTIN.
 PK0112'NEAR THE CITY PARK AT KIMBALL POINT, AT THE INTERSECTION OF SAND ROAD
 PK0112'AND HIGHWAY M25, 29 FT. SOUTH CENTERLINE OF M25, 24 FT. NORTHWEST
 PK0112'CENTERLINE OF SAND ROAD, 2 FT. BELOW ROAD SURFACE AND SET IN NORTHWEST
 PK0112'END OF CONCRETE HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 PK0112'BRONZE DISK SET INTO THE CONCRETE.
 PK0112
 PK0112                          STATION RECOVERY (1999)
 PK0112
 PK0112'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0121 ***********************************************************************
 PK0121  DESIGNATION -  LSC 5 C 73
 PK0121  PID         -  PK0121
 PK0121  STATE/COUNTY-  MI/HURON
 PK0121  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0121
 PK0121                         *CURRENT SURVEY CONTROL
 PK0121  ___________________________________________________________________
 PK0121* NAD 83(1986)-  44 03 00.     (N)    082 59 30.     (W)     SCALED    
 PK0121* NAVD 88     -       181.997  (meters)     597.10   (feet)  ADJUSTED  
 PK0121  ___________________________________________________________________
 PK0121  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0121  DYNAMIC HT  -         181.971 (meters)     597.02  (feet)  COMP
 PK0121  MODELED GRAV-     980,471.5   (mgal)                       NAVD 88
 PK0121
 PK0121  VERT ORDER  -  FIRST     CLASS 0
 PK0121
 PK0121.The horizontal coordinates were scaled from a topographic map and have
 PK0121.an estimated accuracy of +/- 6 seconds.
 PK0121
 PK0121.The orthometric height was determined by differential leveling
 PK0121.and adjusted by the National Geodetic Survey in June 1991..
 PK0121
 PK0121.The geoid height was determined by GEOID03.
 PK0121
 PK0121.The dynamic height is computed by dividing the NAVD 88
 PK0121.geopotential number by the normal gravity value computed on the
 PK0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0121.degrees latitude (g = 980.6199 gals.).
 PK0121
 PK0121.The modeled gravity was interpolated from observed gravity values.
 PK0121
 PK0121;                    North         East    Units  Estimated Accuracy
 PK0121;SPC MI S     -   284,170.    4,110,200.      MT  (+/- 180 meters Scaled)
 PK0121
 PK0121                          SUPERSEDED SURVEY CONTROL
 PK0121
 PK0121  NGVD 29 (??/??/92)  182.137  (m)          597.56   (f) ADJ UNCH    1 0
 PK0121
 PK0121.Superseded values are not recommended for survey control.
 PK0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0121.See file dsdata.txt to determine how the superseded data were derived.
 PK0121
 PK0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ404793(NAD 83)
 PK0121_MARKER: DD = SURVEY DISK
 PK0121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 PK0121_SP_SET: BUILDING
 PK0121_STAMPING: LSC 5C73 1976 AC
 PK0121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0121
 PK0121  HISTORY     - Date     Condition        Report By
 PK0121  HISTORY     - 1976     MONUMENTED       NOS
 PK0121  HISTORY     - 1987     GOOD             USPSQD
 PK0121  HISTORY     - 19991120 GOOD             USPSQD
 PK0121
 PK0121                          STATION DESCRIPTION
 PK0121
 PK0121'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0121'IN PORT AUSTIN.
 PK0121'AT THE NORTHEAST CORNER OF THE INTERSECTION OF NORTH STREET AND
 PK0121'RAILROAD ST. ON THE EAST FACE OF THE POST OFFICE BUILDING, 3.8 FT.
 PK0121'ABOVE GROUND, 3.6 FT. NORTH OF SOUTHEAST CORNER OF BUILDING, BEING
 PK0121'HORIZONTAL LINE OF CROSS A CENTER OF BRONZE DISK SET INTO THE BRICK
 PK0121'WALL.
 PK0121
 PK0121                          STATION RECOVERY (1987)
 PK0121
 PK0121'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFR)
 PK0121'RECOVERED IN GOOD CONDITION.
 PK0121
 PK0121                          STATION RECOVERY (1999)
 PK0121
 PK0121'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0122 ***********************************************************************
 PK0122  DESIGNATION -  LSC 5 C 74
 PK0122  PID         -  PK0122
 PK0122  STATE/COUNTY-  MI/HURON
 PK0122  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0122
 PK0122                         *CURRENT SURVEY CONTROL
 PK0122  ___________________________________________________________________
 PK0122* NAD 83(1986)-  44 02 24.     (N)    082 57 48.     (W)     SCALED    
 PK0122* NAVD 88     -       184.982  (meters)     606.90   (feet)  ADJUSTED  
 PK0122  ___________________________________________________________________
 PK0122  GEOID HEIGHT-         -35.01  (meters)                     GEOID03
 PK0122  DYNAMIC HT  -         184.955 (meters)     606.81  (feet)  COMP
 PK0122  MODELED GRAV-     980,468.9   (mgal)                       NAVD 88
 PK0122  OBS GRAVITY -     980,471.5   (mgal)                       GRAV_OBS
 PK0122
 PK0122  VERT ORDER  -  FIRST     CLASS 0
 PK0122
 PK0122.The horizontal coordinates were scaled from a topographic map and have
 PK0122.an estimated accuracy of +/- 6 seconds.
 PK0122
 PK0122.The orthometric height was determined by differential leveling
 PK0122.and adjusted by the National Geodetic Survey in June 1991..
 PK0122
 PK0122.The geoid height was determined by GEOID03.
 PK0122
 PK0122.The dynamic height is computed by dividing the NAVD 88
 PK0122.geopotential number by the normal gravity value computed on the
 PK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0122.degrees latitude (g = 980.6199 gals.).
 PK0122
 PK0122.The modeled gravity was interpolated from observed gravity values.
 PK0122.The observed gravity was obtained from relative gravimeter ties
 PK0122.to the IGSN71 gravity network.
 PK0122
 PK0122;                    North         East    Units  Estimated Accuracy
 PK0122;SPC MI S     -   283,100.    4,112,490.      MT  (+/- 180 meters Scaled)
 PK0122
 PK0122                          SUPERSEDED SURVEY CONTROL
 PK0122
 PK0122  NGVD 29 (??/??/92)  185.121  (m)          607.35   (f) ADJ UNCH    1 0
 PK0122
 PK0122.Superseded values are not recommended for survey control.
 PK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0122.See file dsdata.txt to determine how the superseded data were derived.
 PK0122
 PK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ426781(NAD 83)
 PK0122_MARKER: DD = SURVEY DISK
 PK0122_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0122_SP_SET: CULVERT
 PK0122_STAMPING: LSC 5C74 1976 AC
 PK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0122+STABILITY: SURFACE MOTION
 PK0122
 PK0122  HISTORY     - Date     Condition        Report By
 PK0122  HISTORY     - 1976     MONUMENTED       NOS
 PK0122  HISTORY     - 1987     POOR             USPSQD
 PK0122
 PK0122                          STATION DESCRIPTION
 PK0122
 PK0122'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0122'1.5 MI EAST FROM PORT AUSTIN.
 PK0122'1.5 MILES EAST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HIGHWAY M53
 PK0122'AT THE SOUTH SIDE OF PORT AUSTIN, 48 FT. SOUTH CENTERLINE OF U.S. 25,
 PK0122'6.3 FT. NORTHEAST OF SOUTHWEST FACE OF CULVERT WINGWALL, 6 FT. BELOW
 PK0122'ROAD SURFACE, BEING HIGHEST POINT AT CENTER OF BRONZE DISK SET INTO
 PK0122'THE CONCRETE.
 PK0122
 PK0122                          STATION RECOVERY (1987)
 PK0122
 PK0122'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFR)
 PK0122'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0123 ***********************************************************************
 PK0123  DESIGNATION -  LSC 5 C 75
 PK0123  PID         -  PK0123
 PK0123  STATE/COUNTY-  MI/HURON
 PK0123  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0123
 PK0123                         *CURRENT SURVEY CONTROL
 PK0123  ___________________________________________________________________
 PK0123* NAD 83(1986)-  44 02 24.     (N)    082 55 24.     (W)     SCALED    
 PK0123* NAVD 88     -       192.873  (meters)     632.78   (feet)  ADJUSTED  
 PK0123  ___________________________________________________________________
 PK0123  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 PK0123  DYNAMIC HT  -         192.845 (meters)     632.69  (feet)  COMP
 PK0123  MODELED GRAV-     980,468.2   (mgal)                       NAVD 88
 PK0123
 PK0123  VERT ORDER  -  FIRST     CLASS 0
 PK0123
 PK0123.The horizontal coordinates were scaled from a topographic map and have
 PK0123.an estimated accuracy of +/- 6 seconds.
 PK0123
 PK0123.The orthometric height was determined by differential leveling
 PK0123.and adjusted by the National Geodetic Survey in June 1991..
 PK0123
 PK0123.The geoid height was determined by GEOID03.
 PK0123
 PK0123.The dynamic height is computed by dividing the NAVD 88
 PK0123.geopotential number by the normal gravity value computed on the
 PK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0123.degrees latitude (g = 980.6199 gals.).
 PK0123
 PK0123.The modeled gravity was interpolated from observed gravity values.
 PK0123
 PK0123;                    North         East    Units  Estimated Accuracy
 PK0123;SPC MI S     -   283,150.    4,115,690.      MT  (+/- 180 meters Scaled)
 PK0123
 PK0123                          SUPERSEDED SURVEY CONTROL
 PK0123
 PK0123  NGVD 29 (??/??/92)  193.011  (m)          633.24   (f) ADJ UNCH    1 0
 PK0123
 PK0123.Superseded values are not recommended for survey control.
 PK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0123.See file dsdata.txt to determine how the superseded data were derived.
 PK0123
 PK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ459781(NAD 83)
 PK0123_MARKER: DD = SURVEY DISK
 PK0123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0123_SP_SET: CULVERT
 PK0123_STAMPING: LSC 5C75 1976 AC
 PK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0123+STABILITY: SURFACE MOTION
 PK0123
 PK0123  HISTORY     - Date     Condition        Report By
 PK0123  HISTORY     - 1976     MONUMENTED       NOS
 PK0123  HISTORY     - 1987     GOOD             USPSQD
 PK0123
 PK0123                          STATION DESCRIPTION
 PK0123
 PK0123'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0123'3.4 MI EAST FROM PORT AUSTIN.
 PK0123'3.4 MILES EAST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HIGHWAY M53
 PK0123'AT THE SOUTH SIDE OF PORT AUSTIN, 0.6 MILE WEST FROM THE INTERSECTION
 PK0123'OF U.S. 25 AND WALLACE ROAD, 61 FT. SOUTH CENTERLINE OF HIGHWAY U.S.
 PK0123'25, 10 FT. BELOW ROAD SURFACE, 5.3 FT. NORTHEAST OF SOUTHWEST FACE
 PK0123'OF CONCRETE CULVERT WINGWALL, BEING HIGHEST POINT IN CROSS AT CENTER
 PK0123'OF BRONZE DISK SET INTO THE CONCRETE.
 PK0123
 PK0123                          STATION RECOVERY (1987)
 PK0123
 PK0123'RECOVERY NOTE BY US POWER SQUADRON 1987 (CFR)
 PK0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0124 ***********************************************************************
 PK0124  DESIGNATION -  LSC 5 C 76
 PK0124  PID         -  PK0124
 PK0124  STATE/COUNTY-  MI/HURON
 PK0124  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0124
 PK0124                         *CURRENT SURVEY CONTROL
 PK0124  ___________________________________________________________________
 PK0124* NAD 83(1986)-  44 03 00.     (N)    082 54 18.     (W)     SCALED    
 PK0124* NAVD 88     -       184.809  (meters)     606.33   (feet)  ADJUSTED  
 PK0124  ___________________________________________________________________
 PK0124  GEOID HEIGHT-         -35.07  (meters)                     GEOID03
 PK0124  DYNAMIC HT  -         184.782 (meters)     606.24  (feet)  COMP
 PK0124  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PK0124
 PK0124  VERT ORDER  -  FIRST     CLASS 0
 PK0124
 PK0124.The horizontal coordinates were scaled from a topographic map and have
 PK0124.an estimated accuracy of +/- 6 seconds.
 PK0124
 PK0124.The orthometric height was determined by differential leveling
 PK0124.and adjusted by the National Geodetic Survey in June 1991..
 PK0124
 PK0124.The geoid height was determined by GEOID03.
 PK0124
 PK0124.The dynamic height is computed by dividing the NAVD 88
 PK0124.geopotential number by the normal gravity value computed on the
 PK0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0124.degrees latitude (g = 980.6199 gals.).
 PK0124
 PK0124.The modeled gravity was interpolated from observed gravity values.
 PK0124
 PK0124;                    North         East    Units  Estimated Accuracy
 PK0124;SPC MI S     -   284,290.    4,117,140.      MT  (+/- 180 meters Scaled)
 PK0124
 PK0124                          SUPERSEDED SURVEY CONTROL
 PK0124
 PK0124  NGVD 29 (??/??/92)  184.947  (m)          606.78   (f) ADJ UNCH    1 0
 PK0124
 PK0124.Superseded values are not recommended for survey control.
 PK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0124.See file dsdata.txt to determine how the superseded data were derived.
 PK0124
 PK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ473791(NAD 83)
 PK0124_MARKER: DD = SURVEY DISK
 PK0124_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0124_SP_SET: COPPER-CLAD STEEL ROD
 PK0124_STAMPING: LSC 5C76 1976 AC
 PK0124_PROJECTION: FLUSH
 PK0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0124_ROD/PIPE-DEPTH: 3.05 meters
 PK0124
 PK0124  HISTORY     - Date     Condition        Report By
 PK0124  HISTORY     - 1976     MONUMENTED       NOS
 PK0124
 PK0124                          STATION DESCRIPTION
 PK0124
 PK0124'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0124'4.9 MI EAST FROM PORT AUSTIN.
 PK0124'4.9 MILES EAST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HIGHWAY M53
 PK0124'AT THE SOUTH SIDE OF PORT AUSTIN, THENCE 0.5 MI NORTH ALONG ROUSE RD.,
 PK0124'100 YARDS EAST FROM THE SOUTHEAST CORNER OF INTERSECTION OF COPELAND
 PK0124'RD. AND ROUSE RD., OPPOSITE THE ROAD OF PIONEER MEMORIAL, 42 FT. SOUTH
 PK0124'CENTERLINE OF COPELAND RD., 40.6 FT. WESTERLY OF A 16 INCH ASH, 21.2
 PK0124'FT. NORTHERLY OF THE NORTHWEST CORNER OF HOUSE, 3.6 FT. WEST OF WEST
 PK0124'SIDEWALK OF ENTRANCE TO HOUSE, BEING HIGHEST POINT OVER CROSS AT
 PK0124'CENTER BRONZE DISK ON TOP OF 5/8 INCH COPPER COATED STEEL ROD 10 FT.
 PK0124'LONG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0129 ***********************************************************************
 PK0129  DESIGNATION -  LSC 5 C 77
 PK0129  PID         -  PK0129
 PK0129  STATE/COUNTY-  MI/HURON
 PK0129  USGS QUAD   -  PORT AUSTIN EAST (1978)
 PK0129
 PK0129                         *CURRENT SURVEY CONTROL
 PK0129  ___________________________________________________________________
 PK0129* NAD 83(1986)-  44 02 42.     (N)    082 53 24.     (W)     SCALED    
 PK0129* NAVD 88     -       183.926  (meters)     603.43   (feet)  ADJUSTED  
 PK0129  ___________________________________________________________________
 PK0129  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 PK0129  DYNAMIC HT  -         183.900 (meters)     603.35  (feet)  COMP
 PK0129  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 PK0129
 PK0129  VERT ORDER  -  FIRST     CLASS 0
 PK0129
 PK0129.The horizontal coordinates were scaled from a topographic map and have
 PK0129.an estimated accuracy of +/- 6 seconds.
 PK0129
 PK0129.The orthometric height was determined by differential leveling
 PK0129.and adjusted by the National Geodetic Survey in June 1991..
 PK0129
 PK0129.The geoid height was determined by GEOID03.
 PK0129
 PK0129.The dynamic height is computed by dividing the NAVD 88
 PK0129.geopotential number by the normal gravity value computed on the
 PK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0129.degrees latitude (g = 980.6199 gals.).
 PK0129
 PK0129.The modeled gravity was interpolated from observed gravity values.
 PK0129
 PK0129;                    North         East    Units  Estimated Accuracy
 PK0129;SPC MI S     -   283,760.    4,118,360.      MT  (+/- 180 meters Scaled)
 PK0129
 PK0129                          SUPERSEDED SURVEY CONTROL
 PK0129
 PK0129  NGVD 29 (??/??/92)  184.064  (m)          603.88   (f) ADJ UNCH    1 0
 PK0129
 PK0129.Superseded values are not recommended for survey control.
 PK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0129.See file dsdata.txt to determine how the superseded data were derived.
 PK0129
 PK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ485786(NAD 83)
 PK0129_MARKER: DD = SURVEY DISK
 PK0129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0129_SP_SET: CULVERT
 PK0129_STAMPING: LSC 5C77 1976 AC
 PK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0129+STABILITY: SURFACE MOTION
 PK0129
 PK0129  HISTORY     - Date     Condition        Report By
 PK0129  HISTORY     - 1976     MONUMENTED       NOS
 PK0129  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 PK0129
 PK0129                          STATION DESCRIPTION
 PK0129
 PK0129'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0129'5.1 MI EAST FROM PORT AUSTIN.
 PK0129'5.1 MILES EAST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HIGHWAY M53
 PK0129'AT THE SOUTH SIDE OF PORT AUSTIN, 0.7 MILE EAST OF THE INTERSECTION
 PK0129'OF HIGHWAY U.S. 25 AND ROUSE ROAD, 78 FT. WEST CENTERLINE OF DRIVE
 PK0129'LEADING TO FARM TO P.O. BOX NO. 2265, 48 FT. SOUTH CENTERLINE OF
 PK0129'HIGHWAY U.S. 25, 9 FT. BELOW ROAD SURFACE, 2.7 FT. EAST OF WEST FACE
 PK0129'OF CULVERT WINGWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF
 PK0129'BRONZE DISK SET INTO THE CONCRETE.
 PK0129
 PK0129                          STATION RECOVERY (1988)
 PK0129
 PK0129'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0130 ***********************************************************************
 PK0130  DESIGNATION -  LSC 5 C 78
 PK0130  PID         -  PK0130
 PK0130  STATE/COUNTY-  MI/HURON
 PK0130  USGS QUAD   -  HURON CITY (1970)
 PK0130
 PK0130                         *CURRENT SURVEY CONTROL
 PK0130  ___________________________________________________________________
 PK0130* NAD 83(1986)-  44 02 30.     (N)    082 52 18.     (W)     SCALED    
 PK0130* NAVD 88     -       184.400  (meters)     604.99   (feet)  ADJUSTED  
 PK0130  ___________________________________________________________________
 PK0130  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0130  DYNAMIC HT  -         184.373 (meters)     604.90  (feet)  COMP
 PK0130  MODELED GRAV-     980,469.7   (mgal)                       NAVD 88
 PK0130
 PK0130  VERT ORDER  -  FIRST     CLASS 0
 PK0130
 PK0130.The horizontal coordinates were scaled from a topographic map and have
 PK0130.an estimated accuracy of +/- 6 seconds.
 PK0130
 PK0130.The orthometric height was determined by differential leveling
 PK0130.and adjusted by the National Geodetic Survey in June 1991..
 PK0130
 PK0130.The geoid height was determined by GEOID03.
 PK0130
 PK0130.The dynamic height is computed by dividing the NAVD 88
 PK0130.geopotential number by the normal gravity value computed on the
 PK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0130.degrees latitude (g = 980.6199 gals.).
 PK0130
 PK0130.The modeled gravity was interpolated from observed gravity values.
 PK0130
 PK0130;                    North         East    Units  Estimated Accuracy
 PK0130;SPC MI S     -   283,410.    4,119,830.      MT  (+/- 180 meters Scaled)
 PK0130
 PK0130                          SUPERSEDED SURVEY CONTROL
 PK0130
 PK0130  NGVD 29 (??/??/92)  184.538  (m)          605.44   (f) ADJ UNCH    1 0
 PK0130
 PK0130.Superseded values are not recommended for survey control.
 PK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0130.See file dsdata.txt to determine how the superseded data were derived.
 PK0130
 PK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ500782(NAD 83)
 PK0130_MARKER: DD = SURVEY DISK
 PK0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0130_SP_SET: CULVERT
 PK0130_STAMPING: LSC 5C78 1976 AC
 PK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0130+STABILITY: SURFACE MOTION
 PK0130
 PK0130  HISTORY     - Date     Condition        Report By
 PK0130  HISTORY     - 1976     MONUMENTED       NOS
 PK0130
 PK0130                          STATION DESCRIPTION
 PK0130
 PK0130'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0130'2.1 MI NW FROM HURON.
 PK0130'2.1 MILES NORTHWEST ALONG HIGHWAY M25 FROM HURON CITY, 101 FT.
 PK0130'SOUTHEAST CENTERLINE OF DRIVE TO 8947, RESIDENCE OF E. LOOS, 44 FT.
 PK0130'SOUTHWEST CENTERLINE OF HIGHWAY U.S. 25, 5.8 FT. SOUTH OF NORTH FACE
 PK0130'OF CULVERT HEADWALL, 6 FT. BELOW ROAD SURFACE, BEING HIGHEST POINT
 PK0130'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0131 ***********************************************************************
 PK0131  DESIGNATION -  LSC 5 C 79
 PK0131  PID         -  PK0131
 PK0131  STATE/COUNTY-  MI/HURON
 PK0131  USGS QUAD   -  HURON CITY (1970)
 PK0131
 PK0131                         *CURRENT SURVEY CONTROL
 PK0131  ___________________________________________________________________
 PK0131* NAD 83(1986)-  44 02 12.     (N)    082 51 54.     (W)     SCALED    
 PK0131* NAVD 88     -       183.831  (meters)     603.12   (feet)  ADJUSTED  
 PK0131  ___________________________________________________________________
 PK0131  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 PK0131  DYNAMIC HT  -         183.805 (meters)     603.03  (feet)  COMP
 PK0131  MODELED GRAV-     980,469.4   (mgal)                       NAVD 88
 PK0131
 PK0131  VERT ORDER  -  FIRST     CLASS 0
 PK0131
 PK0131.The horizontal coordinates were scaled from a topographic map and have
 PK0131.an estimated accuracy of +/- 6 seconds.
 PK0131
 PK0131.The orthometric height was determined by differential leveling
 PK0131.and adjusted by the National Geodetic Survey in June 1991..
 PK0131
 PK0131.The geoid height was determined by GEOID03.
 PK0131
 PK0131.The dynamic height is computed by dividing the NAVD 88
 PK0131.geopotential number by the normal gravity value computed on the
 PK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0131.degrees latitude (g = 980.6199 gals.).
 PK0131
 PK0131.The modeled gravity was interpolated from observed gravity values.
 PK0131
 PK0131;                    North         East    Units  Estimated Accuracy
 PK0131;SPC MI S     -   282,870.    4,120,380.      MT  (+/- 180 meters Scaled)
 PK0131
 PK0131                          SUPERSEDED SURVEY CONTROL
 PK0131
 PK0131  NGVD 29 (??/??/92)  183.969  (m)          603.57   (f) ADJ UNCH    1 0
 PK0131
 PK0131.Superseded values are not recommended for survey control.
 PK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0131.See file dsdata.txt to determine how the superseded data were derived.
 PK0131
 PK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ505776(NAD 83)
 PK0131_MARKER: DD = SURVEY DISK
 PK0131_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PK0131_SP_SET: ABUTMENT
 PK0131_STAMPING: LSC 5C79 1976 AC
 PK0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0131
 PK0131  HISTORY     - Date     Condition        Report By
 PK0131  HISTORY     - 1976     MONUMENTED       NOS
 PK0131  HISTORY     - 1988     GOOD             USPSQD
 PK0131
 PK0131                          STATION DESCRIPTION
 PK0131
 PK0131'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0131'1.5 MI NW FROM HURON.
 PK0131'1.5 MILES NORTHWEST ALONG HIGHWAY M25 FROM HURON CITY, ON THE
 PK0131'SOUTHWEST ABUTMENT OF THE HIGHWAY U.S. 25 BRIDGE OVER THE NEW RIVER,
 PK0131'25 FT. SOUTHWEST CENTERLINE OF HIGHWAY, 2.15 FT. NORTHEAST OF
 PK0131'SOUTHWEST FACE OF TOP TIERED WINGWALL, BEING HIGHEST POINT OVER CROSS
 PK0131'AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 PK0131
 PK0131                          STATION RECOVERY (1988)
 PK0131
 PK0131'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0556 ***********************************************************************
 OJ0556  DESIGNATION -  LSC 5 C 8
 OJ0556  PID         -  OJ0556
 OJ0556  STATE/COUNTY-  MI/BAY
 OJ0556  USGS QUAD   -  BAY CITY (1973)
 OJ0556
 OJ0556                         *CURRENT SURVEY CONTROL
 OJ0556  ___________________________________________________________________
 OJ0556* NAD 83(1986)-  43 32 54.     (N)    083 53 30.     (W)     SCALED    
 OJ0556* NAVD 88     -       178.197  (meters)     584.63   (feet)  ADJUSTED  
 OJ0556  ___________________________________________________________________
 OJ0556  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OJ0556  DYNAMIC HT  -         178.162 (meters)     584.52  (feet)  COMP
 OJ0556  MODELED GRAV-     980,416.8   (mgal)                       NAVD 88
 OJ0556
 OJ0556  VERT ORDER  -  FIRST     CLASS 0
 OJ0556
 OJ0556.This mark is at James Clement Municipal Airport (3CM)
 OJ0556
 OJ0556.The horizontal coordinates were scaled from a topographic map and have
 OJ0556.an estimated accuracy of +/- 6 seconds.
 OJ0556
 OJ0556.The orthometric height was determined by differential leveling
 OJ0556.and adjusted by the National Geodetic Survey in June 1991..
 OJ0556
 OJ0556.The geoid height was determined by GEOID03.
 OJ0556
 OJ0556.The dynamic height is computed by dividing the NAVD 88
 OJ0556.geopotential number by the normal gravity value computed on the
 OJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0556.degrees latitude (g = 980.6199 gals.).
 OJ0556
 OJ0556.The modeled gravity was interpolated from observed gravity values.
 OJ0556
 OJ0556;                    North         East    Units  Estimated Accuracy
 OJ0556;SPC MI S     -   227,640.    4,038,390.      MT  (+/- 180 meters Scaled)
 OJ0556
 OJ0556                          SUPERSEDED SURVEY CONTROL
 OJ0556
 OJ0556  NGVD 29 (??/??/92)  178.343  (m)          585.11   (f) ADJ UNCH    1 0
 OJ0556
 OJ0556.Superseded values are not recommended for survey control.
 OJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0556.See file dsdata.txt to determine how the superseded data were derived.
 OJ0556
 OJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ664257(NAD 83)
 OJ0556_MARKER: DD = SURVEY DISK
 OJ0556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0556_SP_SET: COPPER-CLAD STEEL ROD
 OJ0556_STAMPING: LSC 5C8 1976 AC
 OJ0556_PROJECTION: FLUSH
 OJ0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0556_ROD/PIPE-DEPTH: 4.27 meters
 OJ0556
 OJ0556  HISTORY     - Date     Condition        Report By
 OJ0556  HISTORY     - 1976     MONUMENTED       NOS
 OJ0556  HISTORY     - 1984     GOOD             NGS
 OJ0556  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 OJ0556  HISTORY     - 20020620 POOR             LOCENG
 OJ0556  HISTORY     - 20020620 POOR             LOCENG
 OJ0556
 OJ0556                          STATION DESCRIPTION
 OJ0556
 OJ0556'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0556'0.8 MI SOUTH FROM BAY.
 OJ0556'AT THE JAMES CLEMENTS AIRPORT, 44.8 FT. EAST OF SOUTHEAST CORNER AND
 OJ0556'IN LINE WITH SOUTH FACE OF ADMINISTRATION BUILDING, 22.5 FT. WEST
 OJ0556'CENTERLINE OF DRIVE, 17.7 FT. SOUTH CENTER OF FLAGPOLE, BEING
 OJ0556'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK ON TOP OF 5/8 INCH
 OJ0556'COPPER COATED STEEL ROD 14 FOOT LONG AND PROTECTED BY A 6 INCH
 OJ0556'DIAMETER CONCRETE PIPE.
 OJ0556
 OJ0556                          STATION RECOVERY (1984)
 OJ0556
 OJ0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OJ0556'RECOVERED IN GOOD CONDITION.
 OJ0556
 OJ0556                          STATION RECOVERY (1997)
 OJ0556
 OJ0556'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0556'MARK NOT FOUND.
 OJ0556
 OJ0556                          STATION RECOVERY (2002)
 OJ0556
 OJ0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 OJ0556'FOUND MORE OR LESS AS DESCRIBED, IN AREA OF RECENT LANDSCAPING. BRONZE
 OJ0556'DISK IS MISSING, STEEL ROD APPEARS TO BE INTACT. RELATIVE TO NEARBY
 OJ0556'STATION DESIGNATION SR 17 USLS, PID OJ0555, ELEVATION WAS FOUND TO BE
 OJ0556'A FEW HUNDREDTHS OF A FOOT LOWER THAN PUBLISHED VALUE.
 OJ0556
 OJ0556                          STATION RECOVERY (2002)
 OJ0556
 OJ0556'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 OJ0556'AREA HAS RECENTLY BEEN LANDSCAPED. COPPER-CLAD STEEL ROD WAS FOUND AND
 OJ0556'IS MORE OR LESS INTACT BUT DISK IS NOW MISSING. RELATIVE TO NEARBY
 OJ0556'VERTICAL CONTROL STATION SR 17 USLS, THE ELEVATION OF THE TOP OF THE
 OJ0556'ROD IS ABOUT FOUR HUNDREDTHS OF A FOOT LOWER THAN THE PUBLISHED
 OJ0556'ELEVATION OF THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0132 ***********************************************************************
 PK0132  DESIGNATION -  LSC 5 C 80
 PK0132  PID         -  PK0132
 PK0132  STATE/COUNTY-  MI/HURON
 PK0132  USGS QUAD   -  HURON CITY (1970)
 PK0132
 PK0132                         *CURRENT SURVEY CONTROL
 PK0132  ___________________________________________________________________
 PK0132* NAD 83(1986)-  44 01 54.     (N)    082 51 06.     (W)     SCALED    
 PK0132* NAVD 88     -       183.802  (meters)     603.02   (feet)  ADJUSTED  
 PK0132  ___________________________________________________________________
 PK0132  GEOID HEIGHT-         -35.10  (meters)                     GEOID03
 PK0132  DYNAMIC HT  -         183.775 (meters)     602.94  (feet)  COMP
 PK0132  MODELED GRAV-     980,469.3   (mgal)                       NAVD 88
 PK0132
 PK0132  VERT ORDER  -  FIRST     CLASS 0
 PK0132
 PK0132.The horizontal coordinates were scaled from a topographic map and have
 PK0132.an estimated accuracy of +/- 6 seconds.
 PK0132
 PK0132.The orthometric height was determined by differential leveling
 PK0132.and adjusted by the National Geodetic Survey in June 1991..
 PK0132
 PK0132.The geoid height was determined by GEOID03.
 PK0132
 PK0132.The dynamic height is computed by dividing the NAVD 88
 PK0132.geopotential number by the normal gravity value computed on the
 PK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0132.degrees latitude (g = 980.6199 gals.).
 PK0132
 PK0132.The modeled gravity was interpolated from observed gravity values.
 PK0132
 PK0132;                    North         East    Units  Estimated Accuracy
 PK0132;SPC MI S     -   282,330.    4,121,450.      MT  (+/- 180 meters Scaled)
 PK0132
 PK0132                          SUPERSEDED SURVEY CONTROL
 PK0132
 PK0132  NGVD 29 (??/??/92)  183.940  (m)          603.48   (f) ADJ UNCH    1 0
 PK0132
 PK0132.Superseded values are not recommended for survey control.
 PK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0132.See file dsdata.txt to determine how the superseded data were derived.
 PK0132
 PK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ516770(NAD 83)
 PK0132_MARKER: DD = SURVEY DISK
 PK0132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0132_SP_SET: CULVERT
 PK0132_STAMPING: LSC 5C80 1976 AC
 PK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0132+STABILITY: SURFACE MOTION
 PK0132
 PK0132  HISTORY     - Date     Condition        Report By
 PK0132  HISTORY     - 1976     MONUMENTED       NOS
 PK0132  HISTORY     - 1988     GOOD             USPSQD
 PK0132
 PK0132                          STATION DESCRIPTION
 PK0132
 PK0132'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0132'0.75 MI NW FROM HURON.
 PK0132'0.75 MILES NORTHWEST ALONG HIGHWAY M25 FROM HURON CITY, 0.5 MILE EAST
 PK0132'OF THE INTERSECTION OF NEW RIVER ROAD AND HIGHWAY M25, 49 FT. SOUTH
 PK0132'CENTERLINE OF THE HIGHWAY 0.6 FT. WEST OF EAST FACE OF CULVERT, BEING
 PK0132'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE
 PK0132'CONCRETE.
 PK0132
 PK0132                          STATION RECOVERY (1988)
 PK0132
 PK0132'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0133 ***********************************************************************
 PK0133  DESIGNATION -  LSC 5 C 81
 PK0133  PID         -  PK0133
 PK0133  STATE/COUNTY-  MI/HURON
 PK0133  USGS QUAD   -  HURON CITY (1970)
 PK0133
 PK0133                         *CURRENT SURVEY CONTROL
 PK0133  ___________________________________________________________________
 PK0133* NAD 83(1986)-  44 01 48.     (N)    082 50 18.     (W)     SCALED    
 PK0133* NAVD 88     -       187.251  (meters)     614.34   (feet)  ADJUSTED  
 PK0133  ___________________________________________________________________
 PK0133  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PK0133  DYNAMIC HT  -         187.224 (meters)     614.25  (feet)  COMP
 PK0133  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PK0133
 PK0133  VERT ORDER  -  FIRST     CLASS 0
 PK0133
 PK0133.The horizontal coordinates were scaled from a topographic map and have
 PK0133.an estimated accuracy of +/- 6 seconds.
 PK0133
 PK0133.The orthometric height was determined by differential leveling
 PK0133.and adjusted by the National Geodetic Survey in June 1991..
 PK0133
 PK0133.The geoid height was determined by GEOID03.
 PK0133
 PK0133.The dynamic height is computed by dividing the NAVD 88
 PK0133.geopotential number by the normal gravity value computed on the
 PK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0133.degrees latitude (g = 980.6199 gals.).
 PK0133
 PK0133.The modeled gravity was interpolated from observed gravity values.
 PK0133
 PK0133;                    North         East    Units  Estimated Accuracy
 PK0133;SPC MI S     -   282,160.    4,122,530.      MT  (+/- 180 meters Scaled)
 PK0133
 PK0133                          SUPERSEDED SURVEY CONTROL
 PK0133
 PK0133  NGVD 29 (??/??/92)  187.389  (m)          614.79   (f) ADJ UNCH    1 0
 PK0133
 PK0133.Superseded values are not recommended for survey control.
 PK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0133.See file dsdata.txt to determine how the superseded data were derived.
 PK0133
 PK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ526768(NAD 83)
 PK0133_MARKER: DD = SURVEY DISK
 PK0133_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 PK0133_SP_SET: ABUTMENT
 PK0133_STAMPING: LSC 5C81 1976 AC
 PK0133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0133
 PK0133  HISTORY     - Date     Condition        Report By
 PK0133  HISTORY     - 1976     MONUMENTED       NOS
 PK0133  HISTORY     - 1988     GOOD             USPSQD
 PK0133
 PK0133                          STATION DESCRIPTION
 PK0133
 PK0133'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0133'0.25 MI WEST FROM HURON.
 PK0133'0.25 MILE WEST ALONG HIGHWAY M25 FROM THE INTERSECTION OF HURON CITY
 PK0133'ROAD IN HURON CITY, ON THE NORTHEAST ABUTMENT OF HIGHWAY M25 BRIDGE
 PK0133'OVER WILLOW CREEK, 23 1/2 FT. NORTH CENTERLINE OF THE HIGHWAY M25,
 PK0133'0.6 FT. EAST OF WEST FACE OF HEADWALL, BEING HIGHEST POINT OVER CROSS
 PK0133'AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 PK0133
 PK0133                          STATION RECOVERY (1988)
 PK0133
 PK0133'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0134 ***********************************************************************
 PK0134  DESIGNATION -  LSC 5 C 82
 PK0134  PID         -  PK0134
 PK0134  STATE/COUNTY-  MI/HURON
 PK0134  USGS QUAD   -  HURON CITY (1970)
 PK0134
 PK0134                         *CURRENT SURVEY CONTROL
 PK0134  ___________________________________________________________________
 PK0134* NAD 83(1986)-  44 01 12.     (N)    082 48 30.     (W)     SCALED    
 PK0134* NAVD 88     -       199.747  (meters)     655.34   (feet)  ADJUSTED  
 PK0134  ___________________________________________________________________
 PK0134  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 PK0134  DYNAMIC HT  -         199.718 (meters)     655.24  (feet)  COMP
 PK0134  MODELED GRAV-     980,469.6   (mgal)                       NAVD 88
 PK0134
 PK0134  VERT ORDER  -  FIRST     CLASS 0
 PK0134
 PK0134.The horizontal coordinates were scaled from a topographic map and have
 PK0134.an estimated accuracy of +/- 6 seconds.
 PK0134
 PK0134.The orthometric height was determined by differential leveling
 PK0134.and adjusted by the National Geodetic Survey in June 1991..
 PK0134
 PK0134.The geoid height was determined by GEOID03.
 PK0134
 PK0134.The dynamic height is computed by dividing the NAVD 88
 PK0134.geopotential number by the normal gravity value computed on the
 PK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0134.degrees latitude (g = 980.6199 gals.).
 PK0134
 PK0134.The modeled gravity was interpolated from observed gravity values.
 PK0134
 PK0134;                    North         East    Units  Estimated Accuracy
 PK0134;SPC MI S     -   281,100.    4,124,950.      MT  (+/- 180 meters Scaled)
 PK0134
 PK0134                          SUPERSEDED SURVEY CONTROL
 PK0134
 PK0134  NGVD 29 (??/??/92)  199.882  (m)          655.78   (f) ADJ UNCH    1 0
 PK0134
 PK0134.Superseded values are not recommended for survey control.
 PK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0134.See file dsdata.txt to determine how the superseded data were derived.
 PK0134
 PK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ550756(NAD 83)
 PK0134_MARKER: DD = SURVEY DISK
 PK0134_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 PK0134_SP_SET: CULVERT
 PK0134_STAMPING: LSC 5C82 1976 AC
 PK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0134+STABILITY: SURFACE MOTION
 PK0134
 PK0134  HISTORY     - Date     Condition        Report By
 PK0134  HISTORY     - 1976     MONUMENTED       NOS
 PK0134  HISTORY     - 1988     GOOD             USPSQD
 PK0134
 PK0134                          STATION DESCRIPTION
 PK0134
 PK0134'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0134'1.4 MI SE FROM HURON.
 PK0134'1.4 MILES SOUTHEAST ALONG HIGHWAY M25 FROM HURON CITY, 1.3 MILES
 PK0134'NORTHWEST OF THE INTERSECTION OF MINDEN ROAD, AT THE SOUTHEAST CORNER
 PK0134'OF THE INTERSECTION OF HIGHWAY M25 AND PARISVILLE ROAD, 33 FT. SOUTH
 PK0134'CENTERLINE OF THE HIGHWAY, 23 FT. EAST CENTERLINE OF THE ROAD, 0.9
 PK0134'FOOT SOUTH OF NORTH FACE OF CULVERT HEADWALL, BEING HIGHEST POINT
 PK0134'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 PK0134
 PK0134                          STATION RECOVERY (1988)
 PK0134
 PK0134'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0135 ***********************************************************************
 PK0135  DESIGNATION -  LSC 5 C 83
 PK0135  PID         -  PK0135
 PK0135  STATE/COUNTY-  MI/HURON
 PK0135  USGS QUAD   -  HURON CITY (1970)
 PK0135
 PK0135                         *CURRENT SURVEY CONTROL
 PK0135  ___________________________________________________________________
 PK0135* NAD 83(1986)-  44 00 42.     (N)    082 47 29.     (W)     SCALED    
 PK0135* NAVD 88     -       196.396  (meters)     644.34   (feet)  ADJUSTED  
 PK0135  ___________________________________________________________________
 PK0135  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PK0135  DYNAMIC HT  -         196.368 (meters)     644.25  (feet)  COMP
 PK0135  MODELED GRAV-     980,468.8   (mgal)                       NAVD 88
 PK0135
 PK0135  VERT ORDER  -  FIRST     CLASS 0
 PK0135
 PK0135.The horizontal coordinates were scaled from a topographic map and have
 PK0135.an estimated accuracy of +/- 6 seconds.
 PK0135
 PK0135.The orthometric height was determined by differential leveling
 PK0135.and adjusted by the National Geodetic Survey in June 1991..
 PK0135
 PK0135.The geoid height was determined by GEOID03.
 PK0135
 PK0135.The dynamic height is computed by dividing the NAVD 88
 PK0135.geopotential number by the normal gravity value computed on the
 PK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0135.degrees latitude (g = 980.6199 gals.).
 PK0135
 PK0135.The modeled gravity was interpolated from observed gravity values.
 PK0135
 PK0135;                    North         East    Units  Estimated Accuracy
 PK0135;SPC MI S     -   280,200.    4,126,330.      MT  (+/- 180 meters Scaled)
 PK0135
 PK0135                          SUPERSEDED SURVEY CONTROL
 PK0135
 PK0135  NGVD 29 (??/??/92)  196.530  (m)          644.78   (f) ADJ UNCH    1 0
 PK0135
 PK0135.Superseded values are not recommended for survey control.
 PK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0135.See file dsdata.txt to determine how the superseded data were derived.
 PK0135
 PK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ564747(NAD 83)
 PK0135_MARKER: DJ = TIDAL STATION DISK
 PK0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 PK0135_SP_SET: COPPER-CLAD STEEL ROD
 PK0135_STAMPING: LSC 5C83 1976 AC
 PK0135_MARK LOGO: NOS   
 PK0135_PROJECTION: FLUSH
 PK0135_MAGNETIC: I = MARKER IS A STEEL ROD
 PK0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0135_ROD/PIPE-DEPTH: 2.44 meters
 PK0135
 PK0135  HISTORY     - Date     Condition        Report By
 PK0135  HISTORY     - 1976     MONUMENTED       NOS
 PK0135  HISTORY     - 1988     POOR             USPSQD
 PK0135  HISTORY     - 19921011 MARK NOT FOUND   USPSQD
 PK0135
 PK0135                          STATION DESCRIPTION
 PK0135
 PK0135'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 PK0135'2.3 MI SE FROM HURON.
 PK0135'2.3 MILES SOUTHEAST OF HURON CITY, 0.32 MILE NORTHWEST OF THE
 PK0135'INTERSECTION OF MINDEN ROAD AT THE RESIDENCE OF ED ENGEL, 7118 N. LAKE
 PK0135'SHORE ROAD, PORT HOPE, 46 1/2 FT. NORTHEAST CENTERLINE OF THE HIGHWAY
 PK0135'33.8 FT. SOUTHWEST OF MOST WESTERLY CORNER OF DWELLING, 26.5 FT.
 PK0135'SOUTHEAST OF UTILITY POLE, 21.3 FT. NORTH OF 13 INCH ASH, BEING
 PK0135'HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK ON TOP OF A 5/8
 PK0135'INCH DIAMETER COPPER COATED STEEL ROD, 7 1/2 FT. LONG.
 PK0135
 PK0135                          STATION RECOVERY (1988)
 PK0135
 PK0135'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0135'MARK RECOVERED IN POOR CONDITION.
 PK0135
 PK0135                          STATION RECOVERY (1992)
 PK0135
 PK0135'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 PK0135'THE DISK WAS FOUND BROKEN OFF THE ROD MARK.  THE ROD IS STILL IN GOOD
 PK0135'CONDITION WITH A PIPE SURROUNDING IT. RECOVERY BY DELBERT N. MILLER,
 PK0135'SAGINAW BAY POWER SQUADRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0508 ***********************************************************************
 OJ0508  DESIGNATION -  LSC 5 C 84
 OJ0508  PID         -  OJ0508
 OJ0508  STATE/COUNTY-  MI/HURON
 OJ0508  USGS QUAD   -  REDMAN (1970)
 OJ0508
 OJ0508                         *CURRENT SURVEY CONTROL
 OJ0508  ___________________________________________________________________
 OJ0508* NAD 83(1986)-  43 59 30.     (N)    082 46 30.     (W)     SCALED    
 OJ0508* NAVD 88     -       189.881  (meters)     622.97   (feet)  ADJUSTED  
 OJ0508  ___________________________________________________________________
 OJ0508  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0508  DYNAMIC HT  -         189.853 (meters)     622.88  (feet)  COMP
 OJ0508  MODELED GRAV-     980,464.2   (mgal)                       NAVD 88
 OJ0508
 OJ0508  VERT ORDER  -  FIRST     CLASS 0
 OJ0508
 OJ0508.The horizontal coordinates were scaled from a topographic map and have
 OJ0508.an estimated accuracy of +/- 6 seconds.
 OJ0508
 OJ0508.The orthometric height was determined by differential leveling
 OJ0508.and adjusted by the National Geodetic Survey in June 1991..
 OJ0508
 OJ0508.The geoid height was determined by GEOID03.
 OJ0508
 OJ0508.The dynamic height is computed by dividing the NAVD 88
 OJ0508.geopotential number by the normal gravity value computed on the
 OJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0508.degrees latitude (g = 980.6199 gals.).
 OJ0508
 OJ0508.The modeled gravity was interpolated from observed gravity values.
 OJ0508
 OJ0508;                    North         East    Units  Estimated Accuracy
 OJ0508;SPC MI S     -   278,000.    4,127,680.      MT  (+/- 180 meters Scaled)
 OJ0508
 OJ0508                          SUPERSEDED SURVEY CONTROL
 OJ0508
 OJ0508  NGVD 29 (??/??/92)  190.012  (m)          623.40   (f) ADJ UNCH    1 0
 OJ0508
 OJ0508.Superseded values are not recommended for survey control.
 OJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0508.See file dsdata.txt to determine how the superseded data were derived.
 OJ0508
 OJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ576724(NAD 83)
 OJ0508_MARKER: DD = SURVEY DISK
 OJ0508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0508_SP_SET: CULVERT
 OJ0508_STAMPING: LSC 5C84 1976 AC
 OJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0508+STABILITY: SURFACE MOTION
 OJ0508
 OJ0508  HISTORY     - Date     Condition        Report By
 OJ0508  HISTORY     - 1976     MONUMENTED       NOS
 OJ0508
 OJ0508                          STATION DESCRIPTION
 OJ0508
 OJ0508'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0508'4.5 MI NW FROM PORT HOPE.
 OJ0508'4.5 MILES NORTHWEST ALONG HIGHWAY M25 FROM THE POST OFFICE AT PORT
 OJ0508'HOPE, 0.26 MILE NORTH OF THE INTERSECTION OF LAWITZKE ROAD, 26 FT.
 OJ0508'WEST CENTERLINE OF THE HIGHWAY, 1.8 FT. SOUTH OF NORTH FACE OF CULVERT
 OJ0508'HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0508'SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0509 ***********************************************************************
 OJ0509  DESIGNATION -  LSC 5 C 85
 OJ0509  PID         -  OJ0509
 OJ0509  STATE/COUNTY-  MI/HURON
 OJ0509  USGS QUAD   -  REDMAN (1970)
 OJ0509
 OJ0509                         *CURRENT SURVEY CONTROL
 OJ0509  ___________________________________________________________________
 OJ0509* NAD 83(1986)-  43 58 48.     (N)    082 45 36.     (W)     SCALED    
 OJ0509* NAVD 88     -       187.146  (meters)     613.99   (feet)  ADJUSTED  
 OJ0509  ___________________________________________________________________
 OJ0509  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0509  DYNAMIC HT  -         187.117 (meters)     613.90  (feet)  COMP
 OJ0509  MODELED GRAV-     980,463.2   (mgal)                       NAVD 88
 OJ0509
 OJ0509  VERT ORDER  -  FIRST     CLASS 0
 OJ0509
 OJ0509.The horizontal coordinates were scaled from a topographic map and have
 OJ0509.an estimated accuracy of +/- 6 seconds.
 OJ0509
 OJ0509.The orthometric height was determined by differential leveling
 OJ0509.and adjusted by the National Geodetic Survey in June 1991..
 OJ0509
 OJ0509.The geoid height was determined by GEOID03.
 OJ0509
 OJ0509.The dynamic height is computed by dividing the NAVD 88
 OJ0509.geopotential number by the normal gravity value computed on the
 OJ0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0509.degrees latitude (g = 980.6199 gals.).
 OJ0509
 OJ0509.The modeled gravity was interpolated from observed gravity values.
 OJ0509
 OJ0509;                    North         East    Units  Estimated Accuracy
 OJ0509;SPC MI S     -   276,720.    4,128,910.      MT  (+/- 180 meters Scaled)
 OJ0509
 OJ0509                          SUPERSEDED SURVEY CONTROL
 OJ0509
 OJ0509  NGVD 29 (??/??/92)  187.276  (m)          614.42   (f) ADJ UNCH    1 0
 OJ0509
 OJ0509.Superseded values are not recommended for survey control.
 OJ0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0509.See file dsdata.txt to determine how the superseded data were derived.
 OJ0509
 OJ0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ588711(NAD 83)
 OJ0509_MARKER: DD = SURVEY DISK
 OJ0509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0509_SP_SET: CULVERT
 OJ0509_STAMPING: LSC 5C85 1976 ACE
 OJ0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0509+STABILITY: SURFACE MOTION
 OJ0509
 OJ0509  HISTORY     - Date     Condition        Report By
 OJ0509  HISTORY     - 1976     MONUMENTED       NOS
 OJ0509  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 OJ0509
 OJ0509                          STATION DESCRIPTION
 OJ0509
 OJ0509'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0509'3.6 MI NW FROM PORT HOPE.
 OJ0509'3.6 MILES NORTHWEST ALONG HIGHWAY M25 FROM THE POST OFFICE AT PORT
 OJ0509'HOPE, 0.6 MILE SOUTH OF THE INTERSECTION OF LAWITZKE ROAD, SOUTH OF
 OJ0509'DRIVE LEADING TO FARM DWELLINGS, 41 1/2 FT. WEST CENTERLINE OF THE
 OJ0509'HIGHWAY, 1.1 FT. NORTH OF SOUTH EDGE OF CULVERT HEADWALL, 9 FT. BELOW
 OJ0509'ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0509'SET INTO THE CONCRETE.
 OJ0509
 OJ0509                          STATION RECOVERY (1989)
 OJ0509
 OJ0509'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 OJ0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0510 ***********************************************************************
 OJ0510  DESIGNATION -  LSC 5 C 86
 OJ0510  PID         -  OJ0510
 OJ0510  STATE/COUNTY-  MI/HURON
 OJ0510  USGS QUAD   -  PORT HOPE (1970)
 OJ0510
 OJ0510                         *CURRENT SURVEY CONTROL
 OJ0510  ___________________________________________________________________
 OJ0510* NAD 83(1986)-  43 58 18.     (N)    082 44 42.     (W)     SCALED    
 OJ0510* NAVD 88     -       186.362  (meters)     611.42   (feet)  ADJUSTED  
 OJ0510  ___________________________________________________________________
 OJ0510  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0510  DYNAMIC HT  -         186.333 (meters)     611.33  (feet)  COMP
 OJ0510  MODELED GRAV-     980,462.5   (mgal)                       NAVD 88
 OJ0510
 OJ0510  VERT ORDER  -  FIRST     CLASS 0
 OJ0510
 OJ0510.The horizontal coordinates were scaled from a topographic map and have
 OJ0510.an estimated accuracy of +/- 6 seconds.
 OJ0510
 OJ0510.The orthometric height was determined by differential leveling
 OJ0510.and adjusted by the National Geodetic Survey in June 1991..
 OJ0510
 OJ0510.The geoid height was determined by GEOID03.
 OJ0510
 OJ0510.The dynamic height is computed by dividing the NAVD 88
 OJ0510.geopotential number by the normal gravity value computed on the
 OJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0510.degrees latitude (g = 980.6199 gals.).
 OJ0510
 OJ0510.The modeled gravity was interpolated from observed gravity values.
 OJ0510
 OJ0510;                    North         East    Units  Estimated Accuracy
 OJ0510;SPC MI S     -   275,820.    4,130,130.      MT  (+/- 180 meters Scaled)
 OJ0510
 OJ0510                          SUPERSEDED SURVEY CONTROL
 OJ0510
 OJ0510  NGVD 29 (??/??/92)  186.490  (m)          611.84   (f) ADJ UNCH    1 0
 OJ0510
 OJ0510.Superseded values are not recommended for survey control.
 OJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0510.See file dsdata.txt to determine how the superseded data were derived.
 OJ0510
 OJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ600702(NAD 83)
 OJ0510_MARKER: DD = SURVEY DISK
 OJ0510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0510_SP_SET: CULVERT
 OJ0510_STAMPING: LSC 5C86 1976 AC
 OJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0510+STABILITY: SURFACE MOTION
 OJ0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0510+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 OJ0510
 OJ0510  HISTORY     - Date     Condition        Report By
 OJ0510  HISTORY     - 1976     MONUMENTED       NOS
 OJ0510  HISTORY     - 1989     GOOD             USPSQD
 OJ0510  HISTORY     - 20011110 GOOD             USPSQD
 OJ0510
 OJ0510                          STATION DESCRIPTION
 OJ0510
 OJ0510'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0510'2.7 MI NORTH FROM PORT HOPE.
 OJ0510'2.7 MILES NORTH ALONG HIGHWAY U.S. 25 FROM THE POST OFFICE AT PORT
 OJ0510'HOPE, NEAR THE GORE CEMETERY, SOUTH OF THE INTERSECTION OF POCHERT
 OJ0510'ROAD, 68 FT. EAST CENTERLINE OF THE ROAD, 37 FT. SOUTH CENTERLINE
 OJ0510'OF THE HIGHWAY 5 1/2 FT. BELOW ROAD SURFACE, 1.1 FT. NORTH OF SOUTH
 OJ0510'FACE OF CULVERT HEADWALL, BEING HIGHEST POINT OVER CROSS AT CENTER
 OJ0510'OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0510
 OJ0510                          STATION RECOVERY (1989)
 OJ0510
 OJ0510'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 OJ0510'RECOVERED IN GOOD CONDITION.
 OJ0510
 OJ0510                          STATION RECOVERY (2001)
 OJ0510
 OJ0510'RECOVERY NOTE BY US POWER SQUADRON 2001 (WGH)
 OJ0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0511 ***********************************************************************
 OJ0511  DESIGNATION -  LSC 5 C 87
 OJ0511  PID         -  OJ0511
 OJ0511  STATE/COUNTY-  MI/HURON
 OJ0511  USGS QUAD   -  PORT HOPE (1970)
 OJ0511
 OJ0511                         *CURRENT SURVEY CONTROL
 OJ0511  ___________________________________________________________________
 OJ0511* NAD 83(1986)-  43 57 42.     (N)    082 43 48.     (W)     SCALED    
 OJ0511* NAVD 88     -       187.493  (meters)     615.13   (feet)  ADJUSTED  
 OJ0511  ___________________________________________________________________
 OJ0511  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 OJ0511  DYNAMIC HT  -         187.464 (meters)     615.04  (feet)  COMP
 OJ0511  MODELED GRAV-     980,461.6   (mgal)                       NAVD 88
 OJ0511
 OJ0511  VERT ORDER  -  FIRST     CLASS 0
 OJ0511
 OJ0511.The horizontal coordinates were scaled from a topographic map and have
 OJ0511.an estimated accuracy of +/- 6 seconds.
 OJ0511
 OJ0511.The orthometric height was determined by differential leveling
 OJ0511.and adjusted by the National Geodetic Survey in June 1991..
 OJ0511
 OJ0511.The geoid height was determined by GEOID03.
 OJ0511
 OJ0511.The dynamic height is computed by dividing the NAVD 88
 OJ0511.geopotential number by the normal gravity value computed on the
 OJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0511.degrees latitude (g = 980.6199 gals.).
 OJ0511
 OJ0511.The modeled gravity was interpolated from observed gravity values.
 OJ0511
 OJ0511;                    North         East    Units  Estimated Accuracy
 OJ0511;SPC MI S     -   274,730.    4,131,360.      MT  (+/- 180 meters Scaled)
 OJ0511
 OJ0511                          SUPERSEDED SURVEY CONTROL
 OJ0511
 OJ0511  NGVD 29 (??/??/92)  187.620  (m)          615.55   (f) ADJ UNCH    1 0
 OJ0511
 OJ0511.Superseded values are not recommended for survey control.
 OJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0511.See file dsdata.txt to determine how the superseded data were derived.
 OJ0511
 OJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ612690(NAD 83)
 OJ0511_MARKER: DD = SURVEY DISK
 OJ0511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0511_SP_SET: CULVERT
 OJ0511_STAMPING: LSC 5C87 1976 AC
 OJ0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0511+STABILITY: SURFACE MOTION
 OJ0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0511+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 OJ0511
 OJ0511  HISTORY     - Date     Condition        Report By
 OJ0511  HISTORY     - 1976     MONUMENTED       NOS
 OJ0511  HISTORY     - 1989     GOOD             USPSQD
 OJ0511  HISTORY     - 20011110 GOOD             USPSQD
 OJ0511
 OJ0511                          STATION DESCRIPTION
 OJ0511
 OJ0511'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0511'1.8 MI NW FROM PORT HOPE.
 OJ0511'1.8 MILES NORTHWEST ALONG HIGHWAY M25 FROM THE POST OFFICE AT PORT
 OJ0511'HOPE, AT THE NORTHWEST CORNER OF THE INTERSECTION OF MOELLER ROAD, 142
 OJ0511'FT. NORTH CENTERLINE OF THE ROAD, 39 FT. EAST OF FENCE CORNER, 26 FT.
 OJ0511'WEST CENTERLINE OF THE HIGHWAY 2 FT. BELOW ROAD SURFACE, 1.0 FT.
 OJ0511'NORTHWEST OF SOUTHEAST FACE OF CULVERT HEADWALL, BEING HIGHEST POINT
 OJ0511'OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0511
 OJ0511                          STATION RECOVERY (1989)
 OJ0511
 OJ0511'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 OJ0511'RECOVERED IN GOOD CONDITION.
 OJ0511
 OJ0511                          STATION RECOVERY (2001)
 OJ0511
 OJ0511'RECOVERY NOTE BY US POWER SQUADRON 2001 (WGH)
 OJ0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0512 ***********************************************************************
 OJ0512  DESIGNATION -  LSC 5 C 88
 OJ0512  PID         -  OJ0512
 OJ0512  STATE/COUNTY-  MI/HURON
 OJ0512  USGS QUAD   -  PORT HOPE (1970)
 OJ0512
 OJ0512                         *CURRENT SURVEY CONTROL
 OJ0512  ___________________________________________________________________
 OJ0512* NAD 83(1986)-  43 57 12.     (N)    082 43 24.     (W)     SCALED    
 OJ0512* NAVD 88     -       189.066  (meters)     620.29   (feet)  ADJUSTED  
 OJ0512  ___________________________________________________________________
 OJ0512  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0512  DYNAMIC HT  -         189.037 (meters)     620.20  (feet)  COMP
 OJ0512  MODELED GRAV-     980,460.9   (mgal)                       NAVD 88
 OJ0512
 OJ0512  VERT ORDER  -  FIRST     CLASS 0
 OJ0512
 OJ0512.The horizontal coordinates were scaled from a topographic map and have
 OJ0512.an estimated accuracy of +/- 6 seconds.
 OJ0512
 OJ0512.The orthometric height was determined by differential leveling
 OJ0512.and adjusted by the National Geodetic Survey in June 1991..
 OJ0512
 OJ0512.The geoid height was determined by GEOID03.
 OJ0512
 OJ0512.The dynamic height is computed by dividing the NAVD 88
 OJ0512.geopotential number by the normal gravity value computed on the
 OJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0512.degrees latitude (g = 980.6199 gals.).
 OJ0512
 OJ0512.The modeled gravity was interpolated from observed gravity values.
 OJ0512
 OJ0512;                    North         East    Units  Estimated Accuracy
 OJ0512;SPC MI S     -   273,820.    4,131,910.      MT  (+/- 180 meters Scaled)
 OJ0512
 OJ0512                          SUPERSEDED SURVEY CONTROL
 OJ0512
 OJ0512  NGVD 29 (??/??/92)  189.192  (m)          620.71   (f) ADJ UNCH    1 0
 OJ0512
 OJ0512.Superseded values are not recommended for survey control.
 OJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0512.See file dsdata.txt to determine how the superseded data were derived.
 OJ0512
 OJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ617681(NAD 83)
 OJ0512_MARKER: DD = SURVEY DISK
 OJ0512_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0512_SP_SET: COPPER-CLAD STEEL ROD
 OJ0512_STAMPING: LSC 5C88 1976 AC
 OJ0512_PROJECTION: FLUSH
 OJ0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0512_ROD/PIPE-DEPTH: 3.66 meters
 OJ0512
 OJ0512  HISTORY     - Date     Condition        Report By
 OJ0512  HISTORY     - 1976     MONUMENTED       NOS
 OJ0512  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0512
 OJ0512                          STATION DESCRIPTION
 OJ0512
 OJ0512'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0512'1.0 MI NW FROM PORT HOPE.
 OJ0512'1 MILE NORTHWEST ALONG HIGHWAY M 25 FROM THE POST OFFICE AT PORT HOPE
 OJ0512'0.7 MILE SOUTHEAST FROM THE INTERSECTION OF MOELLER ROAD, AT NORMAS
 OJ0512'PLACE BAR, NO. 5161, 105.2 FT. NORTH OF WHITE FRAME DWELLING, 64.3 FT.
 OJ0512'SOUTHEAST OF EAST CORNER OF BAR, 47 1/2 FT. SOUTHWEST CENTERLINE OF
 OJ0512'HIGHWAY, 1.9 FT. SOUTH OF UTILITY POLE WITH JUNCTION BOX, BEING
 OJ0512'HIGHEST POINT OF CROSS AT CENTER OF BRONZE DISK ON TOP OF A 5/8
 OJ0512'INCH DIAMETER COPPER COATED STEEL ROD, 12 FT. LONG.
 OJ0512
 OJ0512                          STATION RECOVERY (1999)
 OJ0512
 OJ0512'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0513 ***********************************************************************
 OJ0513  DESIGNATION -  LSC 5 C 89
 OJ0513  PID         -  OJ0513
 OJ0513  STATE/COUNTY-  MI/HURON
 OJ0513  USGS QUAD   -  PORT HOPE (1970)
 OJ0513
 OJ0513                         *CURRENT SURVEY CONTROL
 OJ0513  ___________________________________________________________________
 OJ0513* NAD 83(1986)-  43 56 30.     (N)    082 42 48.     (W)     SCALED    
 OJ0513* NAVD 88     -       185.934  (meters)     610.02   (feet)  ADJUSTED  
 OJ0513  ___________________________________________________________________
 OJ0513  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 OJ0513  DYNAMIC HT  -         185.905 (meters)     609.92  (feet)  COMP
 OJ0513  MODELED GRAV-     980,459.8   (mgal)                       NAVD 88
 OJ0513
 OJ0513  VERT ORDER  -  FIRST     CLASS 0
 OJ0513
 OJ0513.The horizontal coordinates were scaled from a topographic map and have
 OJ0513.an estimated accuracy of +/- 6 seconds.
 OJ0513
 OJ0513.The orthometric height was determined by differential leveling
 OJ0513.and adjusted by the National Geodetic Survey in June 1991..
 OJ0513
 OJ0513.The geoid height was determined by GEOID03.
 OJ0513
 OJ0513.The dynamic height is computed by dividing the NAVD 88
 OJ0513.geopotential number by the normal gravity value computed on the
 OJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0513.degrees latitude (g = 980.6199 gals.).
 OJ0513
 OJ0513.The modeled gravity was interpolated from observed gravity values.
 OJ0513
 OJ0513;                    North         East    Units  Estimated Accuracy
 OJ0513;SPC MI S     -   272,540.    4,132,740.      MT  (+/- 180 meters Scaled)
 OJ0513
 OJ0513                          SUPERSEDED SURVEY CONTROL
 OJ0513
 OJ0513  NGVD 29 (??/??/92)  186.059  (m)          610.43   (f) ADJ UNCH    1 0
 OJ0513
 OJ0513.Superseded values are not recommended for survey control.
 OJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0513.See file dsdata.txt to determine how the superseded data were derived.
 OJ0513
 OJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ625668(NAD 83)
 OJ0513_MARKER: DD = SURVEY DISK
 OJ0513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0513_SP_SET: COPPER-CLAD STEEL ROD
 OJ0513_STAMPING: LSC 5C89 1976 AC
 OJ0513_PROJECTION: FLUSH
 OJ0513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0513+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 OJ0513_ROD/PIPE-DEPTH: 2.44 meters
 OJ0513
 OJ0513  HISTORY     - Date     Condition        Report By
 OJ0513  HISTORY     - 1976     MONUMENTED       NOS
 OJ0513  HISTORY     - 1989     GOOD             USPSQD
 OJ0513  HISTORY     - 20011110 GOOD             USPSQD
 OJ0513
 OJ0513                          STATION DESCRIPTION
 OJ0513
 OJ0513'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0513'IN PORT HOPE.
 OJ0513'AT THE U.S. POST OFFICE, 4456 MAIN STREET HIGHWAY U.S. 25, 26 FT.
 OJ0513'SOUTHERLY OF A 3 FT. SILVER MAPLE, 15.7 FT. NORTHEAST OF NORTHEAST
 OJ0513'HIGHWAY CURB, 10.2 FT. WEST OF WEST CORNER OF POST OFFICE BUILDING,
 OJ0513'4.3 FT. NORTHEAST OF FLAG POLE CENTER, BEING HIGHEST POINT OVER CROSS
 OJ0513'AT CENTER OF BRONZE DISK ON TOP OF A 5/8 INCH DIAMETER COPPER COATED
 OJ0513'STEEL ROD, 8 FT. LONG AND PROTECTED BY A 6 INCH DIAMETER CONCRETE
 OJ0513'PIPE.
 OJ0513
 OJ0513                          STATION RECOVERY (1989)
 OJ0513
 OJ0513'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 OJ0513'RECOVERED IN GOOD CONDITION.
 OJ0513
 OJ0513                          STATION RECOVERY (2001)
 OJ0513
 OJ0513'RECOVERY NOTE BY US POWER SQUADRON 2001 (WGH)
 OJ0513'SURVEY DISK IS BURIED 4 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0557 ***********************************************************************
 OJ0557  DESIGNATION -  LSC 5 C 9
 OJ0557  PID         -  OJ0557
 OJ0557  STATE/COUNTY-  MI/BAY
 OJ0557  USGS QUAD   -  BAY CITY (1973)
 OJ0557
 OJ0557                         *CURRENT SURVEY CONTROL
 OJ0557  ___________________________________________________________________
 OJ0557* NAD 83(1986)-  43 32 24.     (N)    083 53 12.     (W)     SCALED    
 OJ0557* NAVD 88     -       178.211  (meters)     584.68   (feet)  ADJUSTED  
 OJ0557  ___________________________________________________________________
 OJ0557  GEOID HEIGHT-         -34.46  (meters)                     GEOID03
 OJ0557  DYNAMIC HT  -         178.176 (meters)     584.57  (feet)  COMP
 OJ0557  MODELED GRAV-     980,416.2   (mgal)                       NAVD 88
 OJ0557
 OJ0557  VERT ORDER  -  FIRST     CLASS 0
 OJ0557
 OJ0557.The horizontal coordinates were scaled from a topographic map and have
 OJ0557.an estimated accuracy of +/- 6 seconds.
 OJ0557
 OJ0557.The orthometric height was determined by differential leveling
 OJ0557.and adjusted by the National Geodetic Survey in June 1991..
 OJ0557
 OJ0557.The geoid height was determined by GEOID03.
 OJ0557
 OJ0557.The dynamic height is computed by dividing the NAVD 88
 OJ0557.geopotential number by the normal gravity value computed on the
 OJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0557.degrees latitude (g = 980.6199 gals.).
 OJ0557
 OJ0557.The modeled gravity was interpolated from observed gravity values.
 OJ0557
 OJ0557;                    North         East    Units  Estimated Accuracy
 OJ0557;SPC MI S     -   226,720.    4,038,790.      MT  (+/- 180 meters Scaled)
 OJ0557
 OJ0557                          SUPERSEDED SURVEY CONTROL
 OJ0557
 OJ0557  NGVD 29 (??/??/92)  178.357  (m)          585.16   (f) ADJ UNCH    1 0
 OJ0557
 OJ0557.Superseded values are not recommended for survey control.
 OJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0557.See file dsdata.txt to determine how the superseded data were derived.
 OJ0557
 OJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ667248(NAD 83)
 OJ0557_MARKER: DD = SURVEY DISK
 OJ0557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0557_SP_SET: CULVERT
 OJ0557_STAMPING: LSC 5C9 1976 AC
 OJ0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0557+STABILITY: SURFACE MOTION
 OJ0557
 OJ0557  HISTORY     - Date     Condition        Report By
 OJ0557  HISTORY     - 1976     MONUMENTED       NOS
 OJ0557  HISTORY     - 1983     GOOD             NGS
 OJ0557  HISTORY     - 19971002 GOOD             USPSQD
 OJ0557
 OJ0557                          STATION DESCRIPTION
 OJ0557
 OJ0557'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0557'IN BAY.
 OJ0557'1.4 MILES SOUTH ALONG HIGHWAY M13 FROM THE INTERSECTION OF MCGRAW ST.
 OJ0557'AT THE SOUTH END OF BAY CITY, 61.0 FT. NORTH OF DRIVE LEADING TO
 OJ0557'RESIDENCE OF B.G. WITBRODT AT 886 RIVER RD., 45.0 FT. WEST CENTERLINE
 OJ0557'OF M13 RIVER RD., 21.0 FT. NORTHWEST OF U.P. NO. VC 70, 0.65 FT. NORTH
 OJ0557'OF SOUTH EDGE OF 0.5 FT. WEST OF EAST EDGE OF CULVERT, BEING HIGHEST
 OJ0557'POINT OVER CROSS AT CENTER BRONZE DISK SET INTO THE CONCRETE.
 OJ0557
 OJ0557                          STATION RECOVERY (1983)
 OJ0557
 OJ0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0557'RECOVERED IN GOOD CONDITION.
 OJ0557
 OJ0557                          STATION RECOVERY (1997)
 OJ0557
 OJ0557'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0557'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0514 ***********************************************************************
 OJ0514  DESIGNATION -  LSC 5 C 90
 OJ0514  PID         -  OJ0514
 OJ0514  STATE/COUNTY-  MI/HURON
 OJ0514  USGS QUAD   -  PORT HOPE (1970)
 OJ0514
 OJ0514                         *CURRENT SURVEY CONTROL
 OJ0514  ___________________________________________________________________
 OJ0514* NAD 83(1986)-  43 55 48.     (N)    082 42 36.     (W)     SCALED    
 OJ0514* NAVD 88     -       187.386  (meters)     614.78   (feet)  ADJUSTED  
 OJ0514  ___________________________________________________________________
 OJ0514  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0514  DYNAMIC HT  -         187.357 (meters)     614.69  (feet)  COMP
 OJ0514  MODELED GRAV-     980,458.7   (mgal)                       NAVD 88
 OJ0514  OBS GRAVITY -     980,459.7   (mgal)                       GRAV_OBS
 OJ0514
 OJ0514  VERT ORDER  -  FIRST     CLASS 0
 OJ0514
 OJ0514.The horizontal coordinates were scaled from a topographic map and have
 OJ0514.an estimated accuracy of +/- 6 seconds.
 OJ0514
 OJ0514.The orthometric height was determined by differential leveling
 OJ0514.and adjusted by the National Geodetic Survey in June 1991..
 OJ0514
 OJ0514.The geoid height was determined by GEOID03.
 OJ0514
 OJ0514.The dynamic height is computed by dividing the NAVD 88
 OJ0514.geopotential number by the normal gravity value computed on the
 OJ0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0514.degrees latitude (g = 980.6199 gals.).
 OJ0514
 OJ0514.The modeled gravity was interpolated from observed gravity values.
 OJ0514.The observed gravity was obtained from relative gravimeter ties
 OJ0514.to the IGSN71 gravity network.
 OJ0514
 OJ0514;                    North         East    Units  Estimated Accuracy
 OJ0514;SPC MI S     -   271,250.    4,133,030.      MT  (+/- 180 meters Scaled)
 OJ0514
 OJ0514                          SUPERSEDED SURVEY CONTROL
 OJ0514
 OJ0514  NGVD 29 (??/??/92)  187.509  (m)          615.19   (f) ADJ UNCH    1 0
 OJ0514
 OJ0514.Superseded values are not recommended for survey control.
 OJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0514.See file dsdata.txt to determine how the superseded data were derived.
 OJ0514
 OJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ627655(NAD 83)
 OJ0514_MARKER: DD = SURVEY DISK
 OJ0514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0514_SP_SET: CULVERT
 OJ0514_STAMPING: LSC 5C90 1976 AC
 OJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0514+STABILITY: SURFACE MOTION
 OJ0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OJ0514+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2001
 OJ0514
 OJ0514  HISTORY     - Date     Condition        Report By
 OJ0514  HISTORY     - 1976     MONUMENTED       NOS
 OJ0514  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0514  HISTORY     - 20011110 GOOD             USPSQD
 OJ0514
 OJ0514                          STATION DESCRIPTION
 OJ0514
 OJ0514'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0514'0.8 MI SOUTH FROM PORT HOPE.
 OJ0514'0.8 MILE ALONG RUPPEL ROAD FROM THE POST OFFICE AT PORT HOPE, 0.15
 OJ0514'MILE SOUTH OF THE INTERSECTION OF HEINEMAN AND RUPPEL ROADS, 18.5 FT.
 OJ0514'WEST CENTERLINE OF ROAD, 3.2 FT. SOUTH OF NORTH FACE OF CULVERT
 OJ0514'HEADWALL, 1 FT. BELOW THE ROAD SURFACE, BEING HIGHEST POINT OVER CROSS
 OJ0514'AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0514
 OJ0514                          STATION RECOVERY (1999)
 OJ0514
 OJ0514'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0514'MARK NOT FOUND.
 OJ0514
 OJ0514                          STATION RECOVERY (2001)
 OJ0514
 OJ0514'RECOVERY NOTE BY US POWER SQUADRON 2001 (WGH)
 OJ0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0515 ***********************************************************************
 OJ0515  DESIGNATION -  LSC 5 C 91
 OJ0515  PID         -  OJ0515
 OJ0515  STATE/COUNTY-  MI/HURON
 OJ0515  USGS QUAD   -  PORT HOPE (1970)
 OJ0515
 OJ0515                         *CURRENT SURVEY CONTROL
 OJ0515  ___________________________________________________________________
 OJ0515* NAD 83(1986)-  43 54 12.     (N)    082 41 24.     (W)     SCALED    
 OJ0515* NAVD 88     -       180.607  (meters)     592.54   (feet)  ADJUSTED  
 OJ0515  ___________________________________________________________________
 OJ0515  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0515  DYNAMIC HT  -         180.578 (meters)     592.45  (feet)  COMP
 OJ0515  MODELED GRAV-     980,456.5   (mgal)                       NAVD 88
 OJ0515
 OJ0515  VERT ORDER  -  FIRST     CLASS 0
 OJ0515
 OJ0515.The horizontal coordinates were scaled from a topographic map and have
 OJ0515.an estimated accuracy of +/- 6 seconds.
 OJ0515
 OJ0515.The orthometric height was determined by differential leveling
 OJ0515.and adjusted by the National Geodetic Survey in June 1991..
 OJ0515
 OJ0515.The geoid height was determined by GEOID03.
 OJ0515
 OJ0515.The dynamic height is computed by dividing the NAVD 88
 OJ0515.geopotential number by the normal gravity value computed on the
 OJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0515.degrees latitude (g = 980.6199 gals.).
 OJ0515
 OJ0515.The modeled gravity was interpolated from observed gravity values.
 OJ0515
 OJ0515;                    North         East    Units  Estimated Accuracy
 OJ0515;SPC MI S     -   268,320.    4,134,700.      MT  (+/- 180 meters Scaled)
 OJ0515
 OJ0515                          SUPERSEDED SURVEY CONTROL
 OJ0515
 OJ0515  NGVD 29 (??/??/92)  180.726  (m)          592.93   (f) ADJ UNCH    1 0
 OJ0515
 OJ0515.Superseded values are not recommended for survey control.
 OJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0515.See file dsdata.txt to determine how the superseded data were derived.
 OJ0515
 OJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ642625(NAD 83)
 OJ0515_MARKER: DD = SURVEY DISK
 OJ0515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0515_SP_SET: CULVERT
 OJ0515_STAMPING: LSC 5C91 1976 AC
 OJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0515+STABILITY: SURFACE MOTION
 OJ0515
 OJ0515  HISTORY     - Date     Condition        Report By
 OJ0515  HISTORY     - 1976     MONUMENTED       NOS
 OJ0515
 OJ0515                          STATION DESCRIPTION
 OJ0515
 OJ0515'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0515'2.8 MI SOUTH FROM PORT HOPE.
 OJ0515'2.8 MILES SOUTH ALONG HIGHWAY M25 FROM THE POST OFFICE AT PORT HOPE,
 OJ0515'0.5 MILE NORTH FROM THE INTERSECTIN OF RAMSEY ROAD, AT THE SOUTHWEST
 OJ0515'CORNER OF THE INTERSECTION OF FILION ROAD, 53 FT. WEST CENTERLINE OF
 OJ0515'THE HIGHWAY 22 FT. SOUTH CENTERLINE OF THE ROAD, 1.2 FT. EAST OF WEST
 OJ0515'FACE OF CONCRETE CULVERT, 4 FT. BELOW ROAD SURFACE, BEING HIGHEST
 OJ0515'POINT OVER CROSS AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0516 ***********************************************************************
 OJ0516  DESIGNATION -  LSC 5 C 92
 OJ0516  PID         -  OJ0516
 OJ0516  STATE/COUNTY-  MI/HURON
 OJ0516  USGS QUAD   -  PORT HOPE (1970)
 OJ0516
 OJ0516                         *CURRENT SURVEY CONTROL
 OJ0516  ___________________________________________________________________
 OJ0516* NAD 83(1986)-  43 53 24.     (N)    082 40 48.     (W)     SCALED    
 OJ0516* NAVD 88     -       180.592  (meters)     592.49   (feet)  ADJUSTED  
 OJ0516  ___________________________________________________________________
 OJ0516  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0516  DYNAMIC HT  -         180.563 (meters)     592.40  (feet)  COMP
 OJ0516  MODELED GRAV-     980,455.5   (mgal)                       NAVD 88
 OJ0516
 OJ0516  VERT ORDER  -  FIRST     CLASS 0
 OJ0516
 OJ0516.The horizontal coordinates were scaled from a topographic map and have
 OJ0516.an estimated accuracy of +/- 6 seconds.
 OJ0516
 OJ0516.The orthometric height was determined by differential leveling
 OJ0516.and adjusted by the National Geodetic Survey in June 1991..
 OJ0516
 OJ0516.The geoid height was determined by GEOID03.
 OJ0516
 OJ0516.The dynamic height is computed by dividing the NAVD 88
 OJ0516.geopotential number by the normal gravity value computed on the
 OJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0516.degrees latitude (g = 980.6199 gals.).
 OJ0516
 OJ0516.The modeled gravity was interpolated from observed gravity values.
 OJ0516
 OJ0516;                    North         East    Units  Estimated Accuracy
 OJ0516;SPC MI S     -   266,850.    4,135,530.      MT  (+/- 180 meters Scaled)
 OJ0516
 OJ0516                          SUPERSEDED SURVEY CONTROL
 OJ0516
 OJ0516  NGVD 29 (??/??/92)  180.709  (m)          592.88   (f) ADJ UNCH    1 0
 OJ0516
 OJ0516.Superseded values are not recommended for survey control.
 OJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0516.See file dsdata.txt to determine how the superseded data were derived.
 OJ0516
 OJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ650610(NAD 83)
 OJ0516_MARKER: DD = SURVEY DISK
 OJ0516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0516_SP_SET: CULVERT
 OJ0516_STAMPING: LSC 5C92 1976 AC
 OJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0516+STABILITY: SURFACE MOTION
 OJ0516
 OJ0516  HISTORY     - Date     Condition        Report By
 OJ0516  HISTORY     - 1976     MONUMENTED       NOS
 OJ0516  HISTORY     - 19991211 GOOD             USPSQD
 OJ0516
 OJ0516                          STATION DESCRIPTION
 OJ0516
 OJ0516'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0516'3.95 MI SE FROM PORT HOPE.
 OJ0516'3.95 MILES SOUTHEAST ALONG HIGHWAY M25 FROM THE POST OFFICE AT PORT
 OJ0516'HOPE, SOUTHEAST OF THE INTERSECTION OF SWAYZE ROAD, 33 FT. EAST
 OJ0516'CENTERLINE OF THE HIGHWAY, 1.5 FT. SOUTH OF NORTH FACE OF WINGWALL
 OJ0516'ABUTMENT OF CONCRETE CULVERT OF BRIDGE OVER SMUCKER CREEK, 4 FT. BELOW
 OJ0516'ROAD SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK
 OJ0516'SET INTO THE CONCRETE.
 OJ0516
 OJ0516                          STATION RECOVERY (1999)
 OJ0516
 OJ0516'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0517 ***********************************************************************
 OJ0517  DESIGNATION -  LSC 5 C 93
 OJ0517  PID         -  OJ0517
 OJ0517  STATE/COUNTY-  MI/HURON
 OJ0517  USGS QUAD   -  PORT HOPE (1970)
 OJ0517
 OJ0517                         *CURRENT SURVEY CONTROL
 OJ0517  ___________________________________________________________________
 OJ0517* NAD 83(1997)-  43 52 37.70034(N)    082 40 28.62362(W)     ADJUSTED  
 OJ0517* NAVD 88     -       178.921  (meters)     587.01   (feet)  ADJUSTED  
 OJ0517  ___________________________________________________________________
 OJ0517  X           -     587,162.649 (meters)                     COMP
 OJ0517  Y           -  -4,567,466.214 (meters)                     COMP
 OJ0517  Z           -   4,398,361.253 (meters)                     COMP
 OJ0517  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 OJ0517  ELLIP HEIGHT-         143.79  (meters)          (07/12/02) GPS OBS
 OJ0517  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OJ0517  DYNAMIC HT  -         178.892 (meters)     586.91  (feet)  COMP
 OJ0517  MODELED GRAV-     980,454.5   (mgal)                       NAVD 88
 OJ0517
 OJ0517  HORZ ORDER  -  A
 OJ0517  VERT ORDER  -  FIRST     CLASS 0
 OJ0517  ELLP ORDER  -  THIRD     CLASS II
 OJ0517
 OJ0517.The horizontal coordinates were established by GPS observations
 OJ0517.and adjusted by the National Geodetic Survey in May 1999..
 OJ0517
 OJ0517.The orthometric height was determined by differential leveling
 OJ0517.and adjusted by the National Geodetic Survey in June 1991..
 OJ0517
 OJ0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ0517
 OJ0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0517
 OJ0517.The ellipsoidal height was determined by GPS observations
 OJ0517.and is referenced to NAD 83.
 OJ0517
 OJ0517.The geoid height was determined by GEOID03.
 OJ0517
 OJ0517.The dynamic height is computed by dividing the NAVD 88
 OJ0517.geopotential number by the normal gravity value computed on the
 OJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0517.degrees latitude (g = 980.6199 gals.).
 OJ0517
 OJ0517.The modeled gravity was interpolated from observed gravity values.
 OJ0517
 OJ0517;                    North         East     Units Scale Factor Converg.
 OJ0517;SPC MI S     -   265,430.828 4,135,991.154   MT  1.00005708   +1 09 05.4
 OJ0517;SPC MI S     -   870,836.05 13,569,524.78   iFT  1.00005708   +1 09 05.4
 OJ0517;UTM  17      - 4,859,590.029   365,461.490   MT  0.99982263   -1 09 39.1
 OJ0517
 OJ0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0517!SPC MI S     -   0.99997745  x   1.00005708  =   1.00003453
 OJ0517!UTM  17      -   0.99997745  x   0.99982263  =   0.99980009
 OJ0517
 OJ0517                          SUPERSEDED SURVEY CONTROL
 OJ0517
 OJ0517  ELLIP H (05/25/99)  143.78   (m)                       GP(       ) 3 1
 OJ0517  NAVD 88 (05/25/99)  178.92   (m)          587.0    (f) LEVELING    3  
 OJ0517  NGVD 29 (??/??/92)  179.035  (m)          587.38   (f) ADJ UNCH    1 0
 OJ0517
 OJ0517.Superseded values are not recommended for survey control.
 OJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0517.See file dsdata.txt to determine how the superseded data were derived.
 OJ0517
 OJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ6546159590(NAD 83)
 OJ0517_MARKER: DD = SURVEY DISK
 OJ0517_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0517_SP_SET: COPPER-CLAD STEEL ROD
 OJ0517_STAMPING: LSC 5C93 1976 AC
 OJ0517_MARK LOGO: NOS   
 OJ0517_PROJECTION: FLUSH
 OJ0517_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0517+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1997
 OJ0517_ROD/PIPE-DEPTH: 8.53 meters
 OJ0517
 OJ0517  HISTORY     - Date     Condition        Report By
 OJ0517  HISTORY     - 1976     MONUMENTED       NOS
 OJ0517  HISTORY     - 19970614 GOOD             NGS
 OJ0517  HISTORY     - 19991211 GOOD             USPSQD
 OJ0517
 OJ0517                          STATION DESCRIPTION
 OJ0517
 OJ0517'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0517'5.0 MI SE FROM PORT HOPE.
 OJ0517'NORTHEAST OF THE INTERSECTION OF MINNICK ROAD WITH HIGHWAY U.S. 25,
 OJ0517'AT THE HOPSON MOTEL, IN CENTER OVAL OF DRIVE, 109.3 FT. NORTHEAST OF A
 OJ0517'UTILITY POLE, 71.2 FT. NORTH OF FLAGPOLE, 63 FT. WEST OF WEST FACE OF
 OJ0517'MOTEL OFFICE, 25 FT. NORTH OF SOUTHERNMOST LAMP POST, 19.2 FT.
 OJ0517'SOUTHEAST OF NORTHERNMOST LAMP POST, BEING HIGHEST POINT OVER CROSS AT
 OJ0517'CENTER OF BRONZE DISK ON TOP OF 5/8 INCH DIAMETER COPPER COATED STEEL
 OJ0517'ROD, 27 1/2 FT. LONG AND PROTECTED BY A 6 INCH DIAMETER.
 OJ0517
 OJ0517                          STATION RECOVERY (1997)
 OJ0517
 OJ0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JED)
 OJ0517'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF HARBOR BEACH,
 OJ0517'MI., EAST OF STATE HIGHWAY M25, NORTHEAST OF THE JUNCTION OF MINNICK
 OJ0517'ROAD AND OLD LAKESHORE DRIVE, AT THE TRAIN STATION MOTEL.  NEAR THE
 OJ0517'EAST SIDE OF THE TEARDROP SHAPED GRASS MEDIAN IN FRONT OF THE MOTEL,
 OJ0517'NEAR THE WEST-SOUTHWEST END OF A SIDEWALK LEADING TO A FLAGPOLE, ON
 OJ0517'THE EAST SIDE OF THE FLAGPOLE.  OWNERSHIP--BRENT STIVERS/SANDY CORK,
 OJ0517'THE TRAIN STATION MOTEL, 2044 NORTH LAKESHORE DRIVE (M-25), HARBOR
 OJ0517'BEACH, MI.  48441.  NOTE--THIS STATION IS 1 OF THE (INTERNATIONAL
 OJ0517'GREAT LAKES DATUM POINTS).  TO REACH THE STATION FROM THE
 OJ0517'INTERSECTION/JUNCTION OF STATE HIGHWAYS 25 (S HURON AVE) AND 142
 OJ0517'(STATE ST) NEAR THE CENTER OF HARBOR BEACH, GO NORTH, 4.1 KM (2.55 MI)
 OJ0517'ALONG HIGHWAY M25 TO THE TRAIN STATION MOTEL ENTRANCE ROAD ON THE
 OJ0517'RIGHT (AT THE OLD TRAIN STATION).  TURN RIGHT, EAST, 0.06 KM (0.05 MI)
 OJ0517'ALONG THE GRAVEL DRIVE TO THE STATION ON THE LEFT, JUST EAST OF THE
 OJ0517'FLAGPOLE.  STATION IS 13.5 M (44.3 FT) NORTH OF THE SOUTH DRIVES
 OJ0517'CENTER, 13.0 M (42.7 FT) WEST-SOUTHWEST OF THE MOTEL OFFICES
 OJ0517'WEST-SOUTHWEST FACE, 11.7 M (38.4 FT) SOUTHEAST OF THE NORTHWEST
 OJ0517'DRIVES CENTER, 7.6 M (24.9 FT) NORTH-NORTHWEST OF A SHORT METAL LIGHT
 OJ0517'POLE, 5.8 M (19.0 FT) SOUTH OF A SHORT METAL LIGHT POLE, 5.5 M (18.0
 OJ0517'FT) WEST-SOUTHWEST OF THE SIDEWALKS EAST-NORTHEAST END, 1.0 M (3.3 FT)
 OJ0517'EAST OF THE FLAG POLE, AND THE STATION IS ABOUT LEVEL WITH THE TOP OF
 OJ0517'THE SIDEWALK AND FLUSH WITH THE GROUND SURFACE.  BY R.G. HAYES
 OJ0517'NOTE--THE DATUM POINT IS THE CENTER OF A 2-INCH BRONZE DISK ATTACHED
 OJ0517'TO THE TOP OF A 5/8-INCH COPPER COATED STEEL ROD RECESSED ABOUT 6-CM
 OJ0517'BELOW THE GROUND SURFACE AND DRIVEN TO A DEPTH OF 8.53 M, (27.99 FT)
 OJ0517'ENCASED IN A 6-INCH CONCRETE PIPE.  INSTALLED A SHORT 5-INCH PVC PIPE
 OJ0517'WITH NGS LOGO CAP INSIDE THE CONCRETE PIPE AND GLUED IT IN PLACE.
 OJ0517'ACCESS TO THE DATUM POINT IS THROUGH THE 5-INCH LOGO CAP.
 OJ0517
 OJ0517                          STATION RECOVERY (1999)
 OJ0517
 OJ0517'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0518 ***********************************************************************
 OJ0518  DESIGNATION -  LSC 5 C 94
 OJ0518  PID         -  OJ0518
 OJ0518  STATE/COUNTY-  MI/HURON
 OJ0518  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0518
 OJ0518                         *CURRENT SURVEY CONTROL
 OJ0518  ___________________________________________________________________
 OJ0518* NAD 83(1986)-  43 51 40.     (N)    082 39 40.     (W)     SCALED    
 OJ0518* NAVD 88     -       180.028  (meters)     590.64   (feet)  ADJUSTED  
 OJ0518  ___________________________________________________________________
 OJ0518  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0518  DYNAMIC HT  -         179.999 (meters)     590.55  (feet)  COMP
 OJ0518  MODELED GRAV-     980,453.5   (mgal)                       NAVD 88
 OJ0518
 OJ0518  VERT ORDER  -  FIRST     CLASS 0
 OJ0518
 OJ0518.The horizontal coordinates were scaled from a topographic map and have
 OJ0518.an estimated accuracy of +/- 6 seconds.
 OJ0518
 OJ0518.The orthometric height was determined by differential leveling
 OJ0518.and adjusted by the National Geodetic Survey in June 1991..
 OJ0518
 OJ0518.The geoid height was determined by GEOID03.
 OJ0518
 OJ0518.The dynamic height is computed by dividing the NAVD 88
 OJ0518.geopotential number by the normal gravity value computed on the
 OJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0518.degrees latitude (g = 980.6199 gals.).
 OJ0518
 OJ0518.The modeled gravity was interpolated from observed gravity values.
 OJ0518
 OJ0518;                    North         East    Units  Estimated Accuracy
 OJ0518;SPC MI S     -   263,670.    4,137,110.      MT  (+/- 180 meters Scaled)
 OJ0518
 OJ0518                          SUPERSEDED SURVEY CONTROL
 OJ0518
 OJ0518  NGVD 29 (??/??/92)  180.140  (m)          591.01   (f) ADJ UNCH    1 0
 OJ0518
 OJ0518.Superseded values are not recommended for survey control.
 OJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0518.See file dsdata.txt to determine how the superseded data were derived.
 OJ0518
 OJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ665577(NAD 83)
 OJ0518_MARKER: DD = SURVEY DISK
 OJ0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0518_SP_SET: CULVERT
 OJ0518_STAMPING: LSC 5C94 1976 AC
 OJ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0518+STABILITY: SURFACE MOTION
 OJ0518
 OJ0518  HISTORY     - Date     Condition        Report By
 OJ0518  HISTORY     - 1976     MONUMENTED       NOS
 OJ0518  HISTORY     - 19991211 GOOD             USPSQD
 OJ0518
 OJ0518                          STATION DESCRIPTION
 OJ0518
 OJ0518'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0518'1.3 MI NW FROM HARBOR BEACH.
 OJ0518'1.3 MILES NORTHWEST ALONG HIGHWAY M25 FROM THE POST OFFICE AT HARBOR
 OJ0518'BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF HIGHWAY U.S. 25
 OJ0518'AND RAPSON ROAD, 28 FT. WEST CENTERLINE OF HIGHWAY U.S. 25, 0.6 FT.
 OJ0518'NORTH OF SOUTH FACE OF CULVERT HEADWALL BEING HIGHEST POINT OVER CROSS
 OJ0518'AT CENTER OF BRONZE DISK SET INTO THE CONCRETE.
 OJ0518
 OJ0518                          STATION RECOVERY (1999)
 OJ0518
 OJ0518'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0519 ***********************************************************************
 OJ0519  DESIGNATION -  LSC 5 C 95
 OJ0519  PID         -  OJ0519
 OJ0519  STATE/COUNTY-  MI/HURON
 OJ0519  USGS QUAD   -  HARBOR BEACH (1978)
 OJ0519
 OJ0519                         *CURRENT SURVEY CONTROL
 OJ0519  ___________________________________________________________________
 OJ0519* NAD 83(1986)-  43 51 10.     (N)    082 39 20.     (W)     SCALED    
 OJ0519* NAVD 88     -       180.936  (meters)     593.62   (feet)  ADJUSTED  
 OJ0519  ___________________________________________________________________
 OJ0519  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 OJ0519  DYNAMIC HT  -         180.906 (meters)     593.52  (feet)  COMP
 OJ0519  MODELED GRAV-     980,452.0   (mgal)                       NAVD 88
 OJ0519
 OJ0519  VERT ORDER  -  FIRST     CLASS 0
 OJ0519
 OJ0519.The horizontal coordinates were scaled from a topographic map and have
 OJ0519.an estimated accuracy of +/- 6 seconds.
 OJ0519
 OJ0519.The orthometric height was determined by differential leveling
 OJ0519.and adjusted by the National Geodetic Survey in June 1991..
 OJ0519
 OJ0519.The geoid height was determined by GEOID03.
 OJ0519
 OJ0519.The dynamic height is computed by dividing the NAVD 88
 OJ0519.geopotential number by the normal gravity value computed on the
 OJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0519.degrees latitude (g = 980.6199 gals.).
 OJ0519
 OJ0519.The modeled gravity was interpolated from observed gravity values.
 OJ0519
 OJ0519;                    North         East    Units  Estimated Accuracy
 OJ0519;SPC MI S     -   262,760.    4,137,580.      MT  (+/- 180 meters Scaled)
 OJ0519
 OJ0519                          SUPERSEDED SURVEY CONTROL
 OJ0519
 OJ0519  NGVD 29 (??/??/92)  181.046  (m)          593.98   (f) ADJ UNCH    1 0
 OJ0519
 OJ0519.Superseded values are not recommended for survey control.
 OJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0519.See file dsdata.txt to determine how the superseded data were derived.
 OJ0519
 OJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ669568(NAD 83)
 OJ0519_MARKER: DD = SURVEY DISK
 OJ0519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 OJ0519_SP_SET: CULVERT
 OJ0519_STAMPING: LSC 5C95 1976 AC
 OJ0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0519+STABILITY: SURFACE MOTION
 OJ0519
 OJ0519  HISTORY     - Date     Condition        Report By
 OJ0519  HISTORY     - 1976     MONUMENTED       NOS
 OJ0519  HISTORY     - 19991211 MARK NOT FOUND   USPSQD
 OJ0519
 OJ0519                          STATION DESCRIPTION
 OJ0519
 OJ0519'DESCRIBED BY NATIONAL OCEAN SERVICE 1976
 OJ0519'0.7 MI NORTH FROM HARBOR BEACH.
 OJ0519'0.7 MILE NORTH ALONG HIGHWAY M25 FROM THE POST OFFICE AT HARBOR BEACH,
 OJ0519'0.12 MILE SOUTH FROM THE ENTRANCE TO NORTH PARK TRAILER PARK, 59 FT.
 OJ0519'WEST CENTERLINE OF HIGHWAY, 0.7 FT. WEST OF EAST FACE OF CULVERT
 OJ0519'ABUTMENT, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE DISK SET
 OJ0519'INTO THE CONCRETE.
 OJ0519
 OJ0519                          STATION RECOVERY (1999)
 OJ0519
 OJ0519'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0551 ***********************************************************************
 QK0551  DESIGNATION -  LSC 7 B 1
 QK0551  PID         -  QK0551
 QK0551  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0551  USGS QUAD   -  SEUL CHOIX POINT (1972)
 QK0551
 QK0551                         *CURRENT SURVEY CONTROL
 QK0551  ___________________________________________________________________
 QK0551* NAD 83(1986)-  45 58 18.     (N)    085 53 48.     (W)     SCALED    
 QK0551* NAVD 88     -       179.635  (meters)     589.35   (feet)  ADJUSTED  
 QK0551  ___________________________________________________________________
 QK0551  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 QK0551  DYNAMIC HT  -         179.643 (meters)     589.38  (feet)  COMP
 QK0551  MODELED GRAV-     980,654.5   (mgal)                       NAVD 88
 QK0551
 QK0551  VERT ORDER  -  FIRST     CLASS 0
 QK0551
 QK0551.The horizontal coordinates were scaled from a topographic map and have
 QK0551.an estimated accuracy of +/- 6 seconds.
 QK0551
 QK0551.The orthometric height was determined by differential leveling
 QK0551.and adjusted by the National Geodetic Survey in June 1991..
 QK0551
 QK0551.The geoid height was determined by GEOID03.
 QK0551
 QK0551.The dynamic height is computed by dividing the NAVD 88
 QK0551.geopotential number by the normal gravity value computed on the
 QK0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0551.degrees latitude (g = 980.6199 gals.).
 QK0551
 QK0551.The modeled gravity was interpolated from observed gravity values.
 QK0551
 QK0551;                    North         East    Units  Estimated Accuracy
 QK0551;SPC MI N     -   132,670.    8,085,500.      MT  (+/- 180 meters Scaled)
 QK0551
 QK0551                          SUPERSEDED SURVEY CONTROL
 QK0551
 QK0551.No superseded survey control is available for this station.
 QK0551
 QK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER854914(NAD 83)
 QK0551_MARKER: N = NAIL
 QK0551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 QK0551_SP_SET: BRIDGE ABUTMENT
 QK0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0551
 QK0551  HISTORY     - Date     Condition        Report By
 QK0551  HISTORY     - 1975     MONUMENTED       NOS
 QK0551  HISTORY     - 20060915 GOOD             USPSQD
 QK0551
 QK0551                          STATION DESCRIPTION
 QK0551
 QK0551'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0551'10.7 KM (6.6 MI) SOUTH FROM PORT INLAND.
 QK0551'10.7 KM (6.6 MI) SOUTHERLY ALONG COUNTY ROAD 432 (PORT INLAND ROAD)
 QK0551'FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND ROAD 432, IN GULLIVER. A
 QK0551'PIN IN THE WEST ABUTMENT OF THE BRIDGE OVER THE MILLIQUAKA RIVER,
 QK0551'8.3 METERS (27.3 FT) EAST OF U.P. NO.L300/ 77GT, 7METERS (23.3 FT) N
 QK0551'OF CENTERLINE OF THE HIGHWAY, 0.15 METERS (0.5 FT) W OF EASTERLY FACE,
 QK0551'AND 0.11 METERS (0.35 FT) S OF NORTHERLY FACE OF THE ABUTMENT. THE
 QK0551'OTHER THREE ABUTMENTS HAVE SIMILAR PINS.
 QK0551
 QK0551                          STATION RECOVERY (2006)
 QK0551
 QK0551'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0551'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0416 ***********************************************************************
 QL0416  DESIGNATION -  LSC 7 B 10
 QL0416  PID         -  QL0416
 QL0416  STATE/COUNTY-  MI/DELTA
 QL0416  USGS QUAD   -  PERKINS (1985)
 QL0416
 QL0416                         *CURRENT SURVEY CONTROL
 QL0416  ___________________________________________________________________
 QL0416* NAD 83(1986)-  45 52 48.     (N)    087 03 48.     (W)     SCALED    
 QL0416* NAVD 88     -       222.536  (meters)     730.10   (feet)  ADJUSTED  
 QL0416  ___________________________________________________________________
 QL0416  GEOID HEIGHT-         -35.44  (meters)                     GEOID03
 QL0416  DYNAMIC HT  -         222.539 (meters)     730.11  (feet)  COMP
 QL0416  MODELED GRAV-     980,621.7   (mgal)                       NAVD 88
 QL0416
 QL0416  VERT ORDER  -  FIRST     CLASS 0
 QL0416
 QL0416.The horizontal coordinates were scaled from a topographic map and have
 QL0416.an estimated accuracy of +/- 6 seconds.
 QL0416
 QL0416.The orthometric height was determined by differential leveling
 QL0416.and adjusted by the National Geodetic Survey in June 1991..
 QL0416
 QL0416.The geoid height was determined by GEOID03.
 QL0416
 QL0416.The dynamic height is computed by dividing the NAVD 88
 QL0416.geopotential number by the normal gravity value computed on the
 QL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0416.degrees latitude (g = 980.6199 gals.).
 QL0416
 QL0416.The modeled gravity was interpolated from observed gravity values.
 QL0416
 QL0416;                    North         East    Units  Estimated Accuracy
 QL0416;SPC MI N     -   121,890.    7,995,080.      MT  (+/- 180 meters Scaled)
 QL0416
 QL0416                          SUPERSEDED SURVEY CONTROL
 QL0416
 QL0416.No superseded survey control is available for this station.
 QL0416
 QL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR950807(NAD 83)
 QL0416_MARKER: B = BOLT
 QL0416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0416_SP_SET: CONCRETE
 QL0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0416+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0416
 QL0416  HISTORY     - Date     Condition        Report By
 QL0416  HISTORY     - 1975     MONUMENTED       NOS
 QL0416  HISTORY     - 19910623 GOOD             USPSQD
 QL0416  HISTORY     - 20040914 GOOD             DAVWAN
 QL0416  HISTORY     - 20060820 GOOD             USPSQD
 QL0416
 QL0416                          STATION DESCRIPTION
 QL0416
 QL0416'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0416'3.3 MI NW FROM GLADSTONE.
 QL0416'3.3 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0416'HIGHWAY 2 ALSO U.S. HIGHWAY 41 AND STATE HIGHWAY M 35 AT GLADSTONE,
 QL0416'280 FT. SOUTH OF CO. RD. D6, ON THE EAST AND OPPOSITE SIDE OF STATE
 QL0416'HIGHWAY M 35 FROM THE CHICAGO AND NORTH WESTERN RAILROAD TRACKS, 40.0
 QL0416'FT. EAST OF THE CENTERLINE OF HIGHWAY, 14.5 FT. SOUTH OF CENTERLINE
 QL0416'OF GRAVEL ROAD, 2.5 FT. BELOW ROAD SURFACE, 0.5 FT. NORTH OF THE
 QL0416'SOUTH FACE OF A 28 INCH DIAMETER CONCRETE CULVERT.
 QL0416
 QL0416                          STATION RECOVERY (1991)
 QL0416
 QL0416'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0416'RECOVERED IN GOOD CONDITION.
 QL0416
 QL0416                          STATION RECOVERY (2004)
 QL0416
 QL0416'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0416'RECOVERED IN GOOD CONDITION.
 QL0416
 QL0416                          STATION RECOVERY (2006)
 QL0416
 QL0416'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0416'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0417 ***********************************************************************
 QL0417  DESIGNATION -  LSC 7 B 11
 QL0417  PID         -  QL0417
 QL0417  STATE/COUNTY-  MI/DELTA
 QL0417  USGS QUAD   -  PERKINS (1985)
 QL0417
 QL0417                         *CURRENT SURVEY CONTROL
 QL0417  ___________________________________________________________________
 QL0417* NAD 83(1986)-  45 53 24.     (N)    087 04 00.     (W)     SCALED    
 QL0417* NAVD 88     -       223.528  (meters)     733.36   (feet)  ADJUSTED  
 QL0417  ___________________________________________________________________
 QL0417  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QL0417  DYNAMIC HT  -         223.531 (meters)     733.37  (feet)  COMP
 QL0417  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 QL0417
 QL0417  VERT ORDER  -  FIRST     CLASS 0
 QL0417
 QL0417.The horizontal coordinates were scaled from a topographic map and have
 QL0417.an estimated accuracy of +/- 6 seconds.
 QL0417
 QL0417.The orthometric height was determined by differential leveling
 QL0417.and adjusted by the National Geodetic Survey in June 1991..
 QL0417
 QL0417.The geoid height was determined by GEOID03.
 QL0417
 QL0417.The dynamic height is computed by dividing the NAVD 88
 QL0417.geopotential number by the normal gravity value computed on the
 QL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0417.degrees latitude (g = 980.6199 gals.).
 QL0417
 QL0417.The modeled gravity was interpolated from observed gravity values.
 QL0417
 QL0417;                    North         East    Units  Estimated Accuracy
 QL0417;SPC MI N     -   123,000.    7,994,830.      MT  (+/- 180 meters Scaled)
 QL0417
 QL0417                          SUPERSEDED SURVEY CONTROL
 QL0417
 QL0417.No superseded survey control is available for this station.
 QL0417
 QL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR948818(NAD 83)
 QL0417_MARKER: DD = SURVEY DISK
 QL0417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0417_SP_SET: CONCRETE
 QL0417_STAMPING: 7B11 1975 AC
 QL0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0417+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0417
 QL0417  HISTORY     - Date     Condition        Report By
 QL0417  HISTORY     - 1975     MONUMENTED       NOS
 QL0417  HISTORY     - 19910623 GOOD             USPSQD
 QL0417  HISTORY     - 20041223 GOOD             DAVWAN
 QL0417  HISTORY     - 20060820 GOOD             USPSQD
 QL0417
 QL0417                          STATION DESCRIPTION
 QL0417
 QL0417'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0417'4.3 MI NW FROM GLADSTONE.
 QL0417'4.3 MILES NORTH ON STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0417'HIGHWAY 2 ALSO U.S. HIGHWAY 41 AND STATE HIGHWAY M 35 AT GLADSTONE,
 QL0417'2.98 MILES SOUTH OF THE DAYS RIVER BRIDGE AT BRAMPTON, 180 FT. SOUTH
 QL0417'OF THE EXTENDED CENTERLINE OF PAVED CO. RD. 446, 35.2 FT. WEST OF
 QL0417'CENTERLINE OF STATE HIGHWAY M 35, 0.4 FT. NORTH OF EXTENDED ANGLE,
 QL0417'0.35 FT. EAST OF WEST FACE OF 6.55 FT. CULVERT.
 QL0417
 QL0417                          STATION RECOVERY (1991)
 QL0417
 QL0417'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0417'RECOVERED IN GOOD CONDITION.
 QL0417
 QL0417                          STATION RECOVERY (2004)
 QL0417
 QL0417'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0417'RECOVERED IN GOOD CONDITION.
 QL0417
 QL0417                          STATION RECOVERY (2006)
 QL0417
 QL0417'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0418 ***********************************************************************
 QL0418  DESIGNATION -  LSC 7 B 12
 QL0418  PID         -  QL0418
 QL0418  STATE/COUNTY-  MI/DELTA
 QL0418  USGS QUAD   -  PERKINS (1985)
 QL0418
 QL0418                         *CURRENT SURVEY CONTROL
 QL0418  ___________________________________________________________________
 QL0418* NAD 83(1986)-  45 54 36.     (N)    087 04 12.     (W)     SCALED    
 QL0418* NAVD 88     -       225.294  (meters)     739.15   (feet)  ADJUSTED  
 QL0418  ___________________________________________________________________
 QL0418  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0418  DYNAMIC HT  -         225.297 (meters)     739.16  (feet)  COMP
 QL0418  MODELED GRAV-     980,624.4   (mgal)                       NAVD 88
 QL0418
 QL0418  VERT ORDER  -  FIRST     CLASS 0
 QL0418
 QL0418.The horizontal coordinates were scaled from a topographic map and have
 QL0418.an estimated accuracy of +/- 6 seconds.
 QL0418
 QL0418.The orthometric height was determined by differential leveling
 QL0418.and adjusted by the National Geodetic Survey in June 1991..
 QL0418
 QL0418.The geoid height was determined by GEOID03.
 QL0418
 QL0418.The dynamic height is computed by dividing the NAVD 88
 QL0418.geopotential number by the normal gravity value computed on the
 QL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0418.degrees latitude (g = 980.6199 gals.).
 QL0418
 QL0418.The modeled gravity was interpolated from observed gravity values.
 QL0418
 QL0418;                    North         East    Units  Estimated Accuracy
 QL0418;SPC MI N     -   125,230.    7,994,570.      MT  (+/- 180 meters Scaled)
 QL0418
 QL0418                          SUPERSEDED SURVEY CONTROL
 QL0418
 QL0418.No superseded survey control is available for this station.
 QL0418
 QL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR945840(NAD 83)
 QL0418_MARKER: DD = SURVEY DISK
 QL0418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0418_SP_SET: CONCRETE
 QL0418_STAMPING: 7B12 1975 AC
 QL0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0418+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0418
 QL0418  HISTORY     - Date     Condition        Report By
 QL0418  HISTORY     - 1975     MONUMENTED       NOS
 QL0418  HISTORY     - 19910623 GOOD             USPSQD
 QL0418  HISTORY     - 20041223 GOOD             DAVWAN
 QL0418  HISTORY     - 20060820 GOOD             USPSQD
 QL0418
 QL0418                          STATION DESCRIPTION
 QL0418
 QL0418'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0418'5.64 MI NORTH FROM GLADSTONE.
 QL0418'5.64 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0418'HIGHWAY 2 ALSO U.S. HIGHWAY 41 AND STATE HIGHWAY M 35 AT GLADSTONE,
 QL0418'1.40 MILES SOUTH OF THE DAYS RIVER BRIDGE AT BRAMTPON, NORTHEASTERLY
 QL0418'FROM A UTILITY POLE WITH RAILROAD MARKER NUMBER 126 ATTACHED, 40.0 FT.
 QL0418'WEST OF CENTERLINE OF HIGHWAY, ON SOUTH END OF AN 8 FT. CONCRETE
 QL0418'CULVERT WITH WINGWALLS, 0.45 FT. NORTH OF EXTENDED ANGLE OF SOUTH
 QL0418'WINGWALL, 0.4 FT. EAST OF WEST FACE.
 QL0418
 QL0418                          STATION RECOVERY (1991)
 QL0418
 QL0418'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0418'RECOVERED IN GOOD CONDITION.
 QL0418
 QL0418                          STATION RECOVERY (2004)
 QL0418
 QL0418'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0418'RECOVERED IN GOOD CONDITION.
 QL0418
 QL0418                          STATION RECOVERY (2006)
 QL0418
 QL0418'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0420 ***********************************************************************
 QL0420  DESIGNATION -  LSC 7 B 13
 QL0420  PID         -  QL0420
 QL0420  STATE/COUNTY-  MI/DELTA
 QL0420  USGS QUAD   -  PERKINS (1985)
 QL0420
 QL0420                         *CURRENT SURVEY CONTROL
 QL0420  ___________________________________________________________________
 QL0420* NAD 83(1986)-  45 55 48.     (N)    087 04 19.     (W)     SCALED    
 QL0420* NAVD 88     -       224.385  (meters)     736.17   (feet)  ADJUSTED  
 QL0420  ___________________________________________________________________
 QL0420  GEOID HEIGHT-         -35.32  (meters)                     GEOID03
 QL0420  DYNAMIC HT  -         224.388 (meters)     736.18  (feet)  COMP
 QL0420  MODELED GRAV-     980,625.9   (mgal)                       NAVD 88
 QL0420
 QL0420  VERT ORDER  -  FIRST     CLASS 0
 QL0420
 QL0420.The horizontal coordinates were scaled from a topographic map and have
 QL0420.an estimated accuracy of +/- 6 seconds.
 QL0420
 QL0420.The orthometric height was determined by differential leveling
 QL0420.and adjusted by the National Geodetic Survey in June 1991..
 QL0420
 QL0420.The geoid height was determined by GEOID03.
 QL0420
 QL0420.The dynamic height is computed by dividing the NAVD 88
 QL0420.geopotential number by the normal gravity value computed on the
 QL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0420.degrees latitude (g = 980.6199 gals.).
 QL0420
 QL0420.The modeled gravity was interpolated from observed gravity values.
 QL0420
 QL0420;                    North         East    Units  Estimated Accuracy
 QL0420;SPC MI N     -   127,450.    7,994,420.      MT  (+/- 180 meters Scaled)
 QL0420
 QL0420                          SUPERSEDED SURVEY CONTROL
 QL0420
 QL0420.No superseded survey control is available for this station.
 QL0420
 QL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944862(NAD 83)
 QL0420_MARKER: DD = SURVEY DISK
 QL0420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0420_SP_SET: CONCRETE
 QL0420_STAMPING: 7B13 1975 AC
 QL0420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0420+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 QL0420
 QL0420  HISTORY     - Date     Condition        Report By
 QL0420  HISTORY     - 1975     MONUMENTED       NOS
 QL0420  HISTORY     - 1990     GOOD             USPSQD
 QL0420  HISTORY     - 20020713 GOOD             USPSQD
 QL0420  HISTORY     - 20041223 GOOD             DAVWAN
 QL0420  HISTORY     - 20060820 GOOD             USPSQD
 QL0420
 QL0420                          STATION DESCRIPTION
 QL0420
 QL0420'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0420'7.04 MI NORTH FROM GLADSTONE.
 QL0420'7.04 MILES NORTH ON STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0420'HIGHWAY 2 ALSO U.S. HIGHWAY 41 AND STATE HIGHWAY M 35 AT GLADSTONE,
 QL0420'35.0 FT. EAST OF THE CENTERLINE OF HIGHWAY, 24.6 FT. NORTHWEST OF
 QL0420'UTILITY POLE NUMBER 743149, 6.0 FT. BELOW ROAD SURFACE, 0.82 FT. SOUTH
 QL0420'OF THE NORTH FACE AND 0.7 FT. WEST OF EAST FACE OF THE 12 FT.
 QL0420'SOUTHEAST WINGWALL ABUTMENT OF BRIDGE OVER THE DAYS RIVER.
 QL0420
 QL0420                          STATION RECOVERY (1990)
 QL0420
 QL0420'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0420'RECOVERED IN GOOD CONDITION.
 QL0420
 QL0420                          STATION RECOVERY (2002)
 QL0420
 QL0420'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0420'RECOVERED IN GOOD CONDITION.
 QL0420
 QL0420                          STATION RECOVERY (2004)
 QL0420
 QL0420'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0420'RECOVERED IN GOOD CONDITION.
 QL0420
 QL0420                          STATION RECOVERY (2006)
 QL0420
 QL0420'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0421 ***********************************************************************
 QL0421  DESIGNATION -  LSC 7 B 14
 QL0421  PID         -  QL0421
 QL0421  STATE/COUNTY-  MI/DELTA
 QL0421  USGS QUAD   -  PERKINS (1985)
 QL0421
 QL0421                         *CURRENT SURVEY CONTROL
 QL0421  ___________________________________________________________________
 QL0421* NAD 83(1986)-  45 56 18.     (N)    087 04 19.     (W)     SCALED    
 QL0421* NAVD 88     -       226.108  (meters)     741.82   (feet)  ADJUSTED  
 QL0421  ___________________________________________________________________
 QL0421  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 QL0421  DYNAMIC HT  -         226.112 (meters)     741.84  (feet)  COMP
 QL0421  MODELED GRAV-     980,626.5   (mgal)                       NAVD 88
 QL0421
 QL0421  VERT ORDER  -  FIRST     CLASS 0
 QL0421
 QL0421.The horizontal coordinates were scaled from a topographic map and have
 QL0421.an estimated accuracy of +/- 6 seconds.
 QL0421
 QL0421.The orthometric height was determined by differential leveling
 QL0421.and adjusted by the National Geodetic Survey in June 1991..
 QL0421
 QL0421.The geoid height was determined by GEOID03.
 QL0421
 QL0421.The dynamic height is computed by dividing the NAVD 88
 QL0421.geopotential number by the normal gravity value computed on the
 QL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0421.degrees latitude (g = 980.6199 gals.).
 QL0421
 QL0421.The modeled gravity was interpolated from observed gravity values.
 QL0421
 QL0421;                    North         East    Units  Estimated Accuracy
 QL0421;SPC MI N     -   128,370.    7,994,420.      MT  (+/- 180 meters Scaled)
 QL0421
 QL0421                          SUPERSEDED SURVEY CONTROL
 QL0421
 QL0421.No superseded survey control is available for this station.
 QL0421
 QL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944871(NAD 83)
 QL0421_MARKER: DD = SURVEY DISK
 QL0421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0421_SP_SET: CONCRETE
 QL0421_STAMPING: 7B14 1975 AC
 QL0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0421+SATELLITE: SATELLITE OBSERVATIONS - December 23, 2004
 QL0421
 QL0421  HISTORY     - Date     Condition        Report By
 QL0421  HISTORY     - 1975     MONUMENTED       NOS
 QL0421  HISTORY     - 1990     GOOD             USPSQD
 QL0421  HISTORY     - 19910616 GOOD             USPSQD
 QL0421  HISTORY     - 20041223 GOOD             DAVWAN
 QL0421
 QL0421                          STATION DESCRIPTION
 QL0421
 QL0421'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0421'7.55 MI NORTH FROM GLADSTONE.
 QL0421'7.55 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0421'HIGHWAY 2 ALSO U.S. HIGHWAY 41 WITH STATE HIGHWAY M 35 AT GLADSTONE,
 QL0421'2.85 MILES SOUTH OF CO. RD. 428 INTERSECTION AT PERKINS, 0.5 MILE
 QL0421'NORTH OF THE DAYS RIVER BRIDGE AT BRAMPTON, 44.0 FT. EAST CENTERLINE
 QL0421'OF HIGHWAY, 5 FT. BELOW ROAD SURFACE, 0.7 FT. NORTH OF SOUTH FACE AND
 QL0421'0.3 FT. WEST OF EAST FACE OF 2 AND ONE HALF FT. CONCRETE CULVERT.
 QL0421
 QL0421                          STATION RECOVERY (1990)
 QL0421
 QL0421'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0421'RECOVERED IN GOOD CONDITION.
 QL0421
 QL0421                          STATION RECOVERY (1991)
 QL0421
 QL0421'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0421'RECOVERED IN GOOD CONDITION.
 QL0421
 QL0421                          STATION RECOVERY (2004)
 QL0421
 QL0421'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0422 ***********************************************************************
 QL0422  DESIGNATION -  LSC 7 B 15
 QL0422  PID         -  QL0422
 QL0422  STATE/COUNTY-  MI/DELTA
 QL0422  USGS QUAD   -  PERKINS (1985)
 QL0422
 QL0422                         *CURRENT SURVEY CONTROL
 QL0422  ___________________________________________________________________
 QL0422* NAD 83(1986)-  45 57 48.     (N)    087 04 19.     (W)     SCALED    
 QL0422* NAVD 88     -       237.795  (meters)     780.17   (feet)  ADJUSTED  
 QL0422  ___________________________________________________________________
 QL0422  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 QL0422  DYNAMIC HT  -         237.799 (meters)     780.18  (feet)  COMP
 QL0422  MODELED GRAV-     980,628.0   (mgal)                       NAVD 88
 QL0422
 QL0422  VERT ORDER  -  FIRST     CLASS 0
 QL0422
 QL0422.The horizontal coordinates were scaled from a topographic map and have
 QL0422.an estimated accuracy of +/- 6 seconds.
 QL0422
 QL0422.The orthometric height was determined by differential leveling
 QL0422.and adjusted by the National Geodetic Survey in June 1991..
 QL0422
 QL0422.The geoid height was determined by GEOID03.
 QL0422
 QL0422.The dynamic height is computed by dividing the NAVD 88
 QL0422.geopotential number by the normal gravity value computed on the
 QL0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0422.degrees latitude (g = 980.6199 gals.).
 QL0422
 QL0422.The modeled gravity was interpolated from observed gravity values.
 QL0422
 QL0422;                    North         East    Units  Estimated Accuracy
 QL0422;SPC MI N     -   131,150.    7,994,420.      MT  (+/- 180 meters Scaled)
 QL0422
 QL0422                          SUPERSEDED SURVEY CONTROL
 QL0422
 QL0422.No superseded survey control is available for this station.
 QL0422
 QL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR944899(NAD 83)
 QL0422_MARKER: B = BOLT
 QL0422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0422_SP_SET: CONCRETE
 QL0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0422+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0422
 QL0422  HISTORY     - Date     Condition        Report By
 QL0422  HISTORY     - 1975     MONUMENTED       NOS
 QL0422  HISTORY     - 1990     GOOD             USPSQD
 QL0422  HISTORY     - 19960618 GOOD             USPSQD
 QL0422  HISTORY     - 20020713 GOOD             USPSQD
 QL0422  HISTORY     - 20041223 GOOD             DAVWAN
 QL0422  HISTORY     - 20060820 GOOD             USPSQD
 QL0422
 QL0422                          STATION DESCRIPTION
 QL0422
 QL0422'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0422'9.3 MI NORTH FROM GLADSTONE.
 QL0422'9.3 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0422'HIGHWAY 2 ALSO U.S. HIGHWAY 41 AND STATE HIGHWAY M 35 IN GLADSTONE,
 QL0422'1.1 MILES SOUTH OF CO. RD. 428 AT PERKINS, MIDWAY BETWEEN UTILITY POLE
 QL0422'NUMBER 69 ON THE NORTH AND UTILTIY POLE 2245 ON THE SOUTH, OPPOSITE
 QL0422'THE HIGHWAY OF A LARGE PROTRUDED BOULDER, 44.5 FT. EAST CENTERLINE OF
 QL0422'HIGHWAY, 0.8 FT. NORTH OF SOUTH FACE AND 0.3 FT. WEST OF EAST FACE OF
 QL0422'2.7 FT. LONG CONCRETE CULVERT.
 QL0422
 QL0422                          STATION RECOVERY (1990)
 QL0422
 QL0422'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0422'RECOVERED IN GOOD CONDITION.
 QL0422
 QL0422                          STATION RECOVERY (1996)
 QL0422
 QL0422'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0422'RECOVERED IN GOOD CONDITION.
 QL0422
 QL0422                          STATION RECOVERY (2002)
 QL0422
 QL0422'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0422'RECOVERED IN GOOD CONDITION.
 QL0422
 QL0422                          STATION RECOVERY (2004)
 QL0422
 QL0422'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0422'RECOVERED IN GOOD CONDITION.
 QL0422
 QL0422                          STATION RECOVERY (2006)
 QL0422
 QL0422'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0423 ***********************************************************************
 QL0423  DESIGNATION -  LSC 7 B 16
 QL0423  PID         -  QL0423
 QL0423  STATE/COUNTY-  MI/DELTA
 QL0423  USGS QUAD   -  PERKINS (1985)
 QL0423
 QL0423                         *CURRENT SURVEY CONTROL
 QL0423  ___________________________________________________________________
 QL0423* NAD 83(1986)-  45 58 42.     (N)    087 04 31.     (W)     SCALED    
 QL0423* NAVD 88     -       241.706  (meters)     793.00   (feet)  ADJUSTED  
 QL0423  ___________________________________________________________________
 QL0423  GEOID HEIGHT-         -35.20  (meters)                     GEOID03
 QL0423  DYNAMIC HT  -         241.711 (meters)     793.01  (feet)  COMP
 QL0423  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 QL0423
 QL0423  VERT ORDER  -  FIRST     CLASS 0
 QL0423
 QL0423.The horizontal coordinates were scaled from a topographic map and have
 QL0423.an estimated accuracy of +/- 6 seconds.
 QL0423
 QL0423.The orthometric height was determined by differential leveling
 QL0423.and adjusted by the National Geodetic Survey in June 1991..
 QL0423
 QL0423.The geoid height was determined by GEOID03.
 QL0423
 QL0423.The dynamic height is computed by dividing the NAVD 88
 QL0423.geopotential number by the normal gravity value computed on the
 QL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0423.degrees latitude (g = 980.6199 gals.).
 QL0423
 QL0423.The modeled gravity was interpolated from observed gravity values.
 QL0423
 QL0423;                    North         East    Units  Estimated Accuracy
 QL0423;SPC MI N     -   132,820.    7,994,170.      MT  (+/- 180 meters Scaled)
 QL0423
 QL0423                          SUPERSEDED SURVEY CONTROL
 QL0423
 QL0423.No superseded survey control is available for this station.
 QL0423
 QL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR941916(NAD 83)
 QL0423_MARKER: DD = SURVEY DISK
 QL0423_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QL0423_SP_SET: STONE
 QL0423_STAMPING: 7B16 1975 AC
 QL0423_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0423+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0423
 QL0423  HISTORY     - Date     Condition        Report By
 QL0423  HISTORY     - 1975     MONUMENTED       NOS
 QL0423  HISTORY     - 1990     GOOD             USPSQD
 QL0423  HISTORY     - 20020713 GOOD             USPSQD
 QL0423  HISTORY     - 20041223 GOOD             DAVWAN
 QL0423  HISTORY     - 20060820 GOOD             USPSQD
 QL0423
 QL0423                          STATION DESCRIPTION
 QL0423
 QL0423'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0423'10.4 MI NORTH FROM GLADSTONE.
 QL0423'10.4 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0423'HIGHWAY 2 ALSO U.S. HIGHWAY 41 WITH STATE HIGHWAY M 35 AT GLADSTONE,
 QL0423'0.15 MILE WEST OF THE INTERSECTION OF STATE HIGHWAY M 35 AND CO. RD.
 QL0423'428 IN PERKINS, 77.5 FT. SOUTH OF HIGHWAY, 11.0 FT. SOUTH OF
 QL0423'NORTHEAST CORNER OF THE ST. JOSEPHS CHURCH, CORNERSTONE DATED 1919,
 QL0423'6.6 FT. WEST OF WEST EDGE OF SIDEWALK, 3 FT. ABOVE GROUND, 1.8 FT.
 QL0423'SOUTH OF SOUTH EDGE OF NORTHEAST WINDOW IN STONE FOUNDATION.
 QL0423
 QL0423                          STATION RECOVERY (1990)
 QL0423
 QL0423'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0423'RECOVERED IN GOOD CONDITION.
 QL0423
 QL0423                          STATION RECOVERY (2002)
 QL0423
 QL0423'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0423'RECOVERED IN GOOD CONDITION.
 QL0423
 QL0423                          STATION RECOVERY (2004)
 QL0423
 QL0423'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0423'RECOVERED IN GOOD CONDITION.
 QL0423
 QL0423                          STATION RECOVERY (2006)
 QL0423
 QL0423'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3267 ***********************************************************************
 AI3267  DESIGNATION -  LSC 7 B 17 RESET
 AI3267  PID         -  AI3267
 AI3267  STATE/COUNTY-  MI/DELTA
 AI3267  USGS QUAD   -  PERKINS (1985)
 AI3267
 AI3267                         *CURRENT SURVEY CONTROL
 AI3267  ___________________________________________________________________
 AI3267* NAD 83(1986)-  45 58 41.     (N)    087 05 31.     (W)     SCALED    
 AI3267* NAVD 88     -       244.38   (meters)     801.8    (feet)  RESET     
 AI3267  ___________________________________________________________________
 AI3267  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AI3267
 AI3267  VERT ORDER  -  THIRD
 AI3267
 AI3267.The horizontal coordinates were scaled from a topographic map and have
 AI3267.an estimated accuracy of +/- 6 seconds.
 AI3267
 AI3267.The orthometric height was computed from unverified reset data.
 AI3267.No vertical observational check was made to the station.
 AI3267
 AI3267.The geoid height was determined by GEOID03.
 AI3267
 AI3267;                    North         East    Units  Estimated Accuracy
 AI3267;SPC MI N     -   132,790.    7,992,880.      MT  (+/- 180 meters Scaled)
 AI3267
 AI3267                          SUPERSEDED SURVEY CONTROL
 AI3267
 AI3267.No superseded survey control is available for this station.
 AI3267
 AI3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR928916(NAD 83)
 AI3267_MARKER: DV = VERTICAL CONTROL DISK
 AI3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3267_STAMPING: LSC 7 B 17 RESET 1999
 AI3267_MARK LOGO: NGS   
 AI3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3267+STABILITY: SURFACE MOTION
 AI3267
 AI3267  HISTORY     - Date     Condition        Report By
 AI3267  HISTORY     - 1999     MONUMENTED       MIDT
 AI3267
 AI3267                          STATION DESCRIPTION
 AI3267
 AI3267'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 AI3267'STATION IS LOCATED 0.92 MI (1.48 KM) WEST OF PERKINS, IN THE SW 1/4 OF
 AI3267'SEC 5, T-41-N, R-22-W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 AI3267'M-35 AND COUNTY ROAD 428 IN PERKINS, PROCEED WEST 0.92 MI (1.48 KM)
 AI3267'ALONG STATE HIGHWAY M-35 TO STATION LOACTED ON THE LEFT (SOUTH) SIDE
 AI3267'OF THE HIGHWAY, 22.105 M (72.523 FT) LEFT OF HIGHWAY M-35 PLAN
 AI3267'CENTERLINE STATION 5+148.319.  STATION IS 147 M (482.3 FT) EAST OF
 AI3267'COUNTY ROAD G-15 (WINDE LANE) , 58 M (190.3 FT) WEST OF CULVERT UNDER
 AI3267'HIGHWAY, 21.8 M (71.5 FT) SOUTH OF EXISTING CENTERLINE OF STATE
 AI3267'HIGHWAY M-35, 0.6 M (2.0 FT) NORTH OF POWER LINE AND 0.61 M (2.00 FT)
 AI3267'NORTH OF A FIBERGLASS WITNESS POST.  THE STATION IS A NGS VERTICAL
 AI3267'CONTROL MARK DISK SET IN THE TOP OF A 1 FOOT (0.3 M) DIAMETER CONCRETE
 AI3267'MONUMENT, 4 FT (1.2 M) LONG, SET SLUSH WITH THE GROUND. NOTE...MIDT
 AI3267'SURVEYS DETERMINED THAT THE RESET STATION WAS 0.274 METERS (0.899 FT)
 AI3267'HIGHWAY THAN THE ORIGINAL STATION LSC 7 B 17 1975.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0426 ***********************************************************************
 QL0426  DESIGNATION -  LSC 7 B 18
 QL0426  PID         -  QL0426
 QL0426  STATE/COUNTY-  MI/DELTA
 QL0426  USGS QUAD   -  PERKINS (1985)
 QL0426
 QL0426                         *CURRENT SURVEY CONTROL
 QL0426  ___________________________________________________________________
 QL0426* NAD 83(1986)-  45 59 05.     (N)    087 06 25.     (W)     SCALED    
 QL0426* NAVD 88     -       249.309  (meters)     817.94   (feet)  ADJUSTED  
 QL0426  ___________________________________________________________________
 QL0426  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QL0426  DYNAMIC HT  -         249.314 (meters)     817.96  (feet)  COMP
 QL0426  MODELED GRAV-     980,628.4   (mgal)                       NAVD 88
 QL0426
 QL0426  VERT ORDER  -  FIRST     CLASS 0
 QL0426
 QL0426.The horizontal coordinates were scaled from a topographic map and have
 QL0426.an estimated accuracy of +/- 6 seconds.
 QL0426
 QL0426.The orthometric height was determined by differential leveling
 QL0426.and adjusted by the National Geodetic Survey in June 1991..
 QL0426
 QL0426.The geoid height was determined by GEOID03.
 QL0426
 QL0426.The dynamic height is computed by dividing the NAVD 88
 QL0426.geopotential number by the normal gravity value computed on the
 QL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0426.degrees latitude (g = 980.6199 gals.).
 QL0426
 QL0426.The modeled gravity was interpolated from observed gravity values.
 QL0426
 QL0426;                    North         East    Units  Estimated Accuracy
 QL0426;SPC MI N     -   133,530.    7,991,710.      MT  (+/- 180 meters Scaled)
 QL0426
 QL0426                          SUPERSEDED SURVEY CONTROL
 QL0426
 QL0426.No superseded survey control is available for this station.
 QL0426
 QL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR917923(NAD 83)
 QL0426_MARKER: Z = SEE DESCRIPTION
 QL0426_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 QL0426_SP_SET: METAL ROD WITH BASE PLATE
 QL0426_MARK LOGO: NOS   
 QL0426_PROJECTION: RECESSED 15 CENTIMETERS
 QL0426_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0426+STABILITY: SURFACE MOTION
 QL0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0426+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0426_ROD/PIPE-DEPTH: 2.74 meters
 QL0426
 QL0426  HISTORY     - Date     Condition        Report By
 QL0426  HISTORY     - 1975     MONUMENTED       NOS
 QL0426  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 QL0426  HISTORY     - 19971203 GOOD             MIDT
 QL0426  HISTORY     - 20040915 GOOD             DAVWAN
 QL0426  HISTORY     - 20060820 GOOD             USPSQD
 QL0426
 QL0426                          STATION DESCRIPTION
 QL0426
 QL0426'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0426'2.0 MI WEST FROM PERKINS.
 QL0426'2.0 MILES WESTERLY ALONG STATE HIGHWAY M 35 FROM THE JUNCTION OF STATE
 QL0426'HIGHWAY M 35 AND CO. RD. 428 IN PERKINS TO THE INTERSECTION OF STATE
 QL0426'HIGHWAY M 35 AND CO. RD. G12, 59 FT. EAST CENTERLINE OF HIGHWAY, 60
 QL0426'FT. SOUTHERLY OF A UTILITY POLE ON NORTH SIDE OF CO. RD. G 12, 37 FT.
 QL0426'WEST OF AND IN LINE WITH A UTILITY POLE ON SOUTH SIDE OF CO. RD. G12,
 QL0426'26 FT. SOUTH CENTERLINE OF CO. RD. G12, ONE HALF FOOT BELOW GROUND
 QL0426'SURFACE.
 QL0426
 QL0426                          STATION RECOVERY (1990)
 QL0426
 QL0426'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0426'MARK NOT FOUND.
 QL0426
 QL0426                          STATION RECOVERY (1997)
 QL0426
 QL0426'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (MPR)
 QL0426'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (MPR) .
 QL0426'STATION IS LOCATED 2.0 MILES (3.2 KM) WEST OF PERKINS, AT THE
 QL0426'INTERSECTION OF STATE HIGHWAY M-35 AND COUNTY ROAD G-12. TO REACH FROM
 QL0426'THE INTERSECTION OF STATE HIGHWAY M-35 AND COUNTY ROAD 428 IN THE
 QL0426'VILLAGE OF PERKINS, GO 2.0 MILES (3.2 KM) WESTERLY ALONG STATE HIGHWAY
 QL0426'M-35 TO THE INTERSECTION OF STATE HIGHWAY M-35 AND COUNTY ROAD G-12.
 QL0426'STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF SAID INTERSECTION.
 QL0426'STATION IS 59.0 FEET (18.0 M) NORTHEAST AND PERPENDICULAR TO THE
 QL0426'CENTERLINE OF STATE HIGHWAY M-35, 26.0 FEET (7.9 M) SOUTH AND
 QL0426'PERPENDICULAR TO THE CENTERLINE OF COUNTY ROAD G-12, 1.6 FEET (0.5 M)
 QL0426'NORTHWEST OF A CARSONITE WITNESS POST.  THE MARK IS A METAL ROD IN A
 QL0426'0.5 FEET (15.2 CM) DIAMETER CONCRETE PIPE WITH A CONCRETE COVER, 0.5
 QL0426'FEET (15.2 CM) BELOW THE GROUND SURFACE.
 QL0426
 QL0426                          STATION RECOVERY (2004)
 QL0426
 QL0426'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 QL0426'RECOVERED IN GOOD CONDITION.
 QL0426
 QL0426                          STATION RECOVERY (2006)
 QL0426
 QL0426'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0366 ***********************************************************************
 RK0366  DESIGNATION -  LSC 7 B 19
 RK0366  PID         -  RK0366
 RK0366  STATE/COUNTY-  MI/DELTA
 RK0366  USGS QUAD   -  ROCK SE (1985)
 RK0366
 RK0366                         *CURRENT SURVEY CONTROL
 RK0366  ___________________________________________________________________
 RK0366* NAD 83(1986)-  46 00 00.     (N)    087 07 01.     (W)     SCALED    
 RK0366* NAVD 88     -       256.892  (meters)     842.82   (feet)  ADJUSTED  
 RK0366  ___________________________________________________________________
 RK0366  GEOID HEIGHT-         -35.09  (meters)                     GEOID03
 RK0366  DYNAMIC HT  -         256.896 (meters)     842.83  (feet)  COMP
 RK0366  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 RK0366
 RK0366  VERT ORDER  -  FIRST     CLASS 0
 RK0366
 RK0366.The horizontal coordinates were scaled from a topographic map and have
 RK0366.an estimated accuracy of +/- 6 seconds.
 RK0366
 RK0366.The orthometric height was determined by differential leveling
 RK0366.and adjusted by the National Geodetic Survey in June 1991..
 RK0366
 RK0366.The geoid height was determined by GEOID03.
 RK0366
 RK0366.The dynamic height is computed by dividing the NAVD 88
 RK0366.geopotential number by the normal gravity value computed on the
 RK0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0366.degrees latitude (g = 980.6199 gals.).
 RK0366
 RK0366.The modeled gravity was interpolated from observed gravity values.
 RK0366
 RK0366;                    North         East    Units  Estimated Accuracy
 RK0366;SPC MI N     -   135,230.    7,990,940.      MT  (+/- 180 meters Scaled)
 RK0366
 RK0366                          SUPERSEDED SURVEY CONTROL
 RK0366
 RK0366.No superseded survey control is available for this station.
 RK0366
 RK0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR909940(NAD 83)
 RK0366_MARKER: I = METAL ROD
 RK0366_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0366_SP_SET: COPPER-CLAD STEEL ROD
 RK0366_PROJECTION: FLUSH
 RK0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0366+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 RK0366_ROD/PIPE-DEPTH: 6.10 meters
 RK0366
 RK0366  HISTORY     - Date     Condition        Report By
 RK0366  HISTORY     - 1975     MONUMENTED       NOS
 RK0366  HISTORY     - 19910620 GOOD             USPSQD
 RK0366  HISTORY     - 20040915 GOOD             DAVWAN
 RK0366  HISTORY     - 20060820 GOOD             USPSQD
 RK0366
 RK0366                          STATION DESCRIPTION
 RK0366
 RK0366'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0366'3.2 MI NW FROM PERKINS.
 RK0366'3.2 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0366'STATE HIGHWAY M 35 AND CO. RD. 428 IN PERKINS, TO A POINT JUST SOUTH
 RK0366'OF THE INTERSECTION OF STATE HIGHWAY M 35 AND CO. RD. G 35, 135 FT.
 RK0366'EAST OF CENTERLINE OF HIGHWAY, IN LINE WITH NORTH SIDE OF A ONE AND
 RK0366'ONE HALF STORY DWELLING, 2.95 FT. WEST OF NORTHWEST CORNER OF
 RK0366'BUILDING, ONE HALF FOOT BELOW GROUND SURFACE.
 RK0366
 RK0366                          STATION RECOVERY (1991)
 RK0366
 RK0366'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 RK0366'RECOVERED IN GOOD CONDITION.
 RK0366
 RK0366                          STATION RECOVERY (2004)
 RK0366
 RK0366'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 RK0366'RECOVERED IN GOOD CONDITION.
 RK0366
 RK0366                          STATION RECOVERY (2006)
 RK0366
 RK0366'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0366'MARK IS UNDER SEVERAL INCHES OF SOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0552 ***********************************************************************
 QK0552  DESIGNATION -  LSC 7 B 2
 QK0552  PID         -  QK0552
 QK0552  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0552  USGS QUAD   -  SEUL CHOIX POINT (1972)
 QK0552
 QK0552                         *CURRENT SURVEY CONTROL
 QK0552  ___________________________________________________________________
 QK0552* NAD 83(1986)-  45 57 48.     (N)    085 55 24.     (W)     SCALED    
 QK0552* NAVD 88     -       185.823  (meters)     609.65   (feet)  ADJUSTED  
 QK0552  ___________________________________________________________________
 QK0552  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 QK0552  DYNAMIC HT  -         185.831 (meters)     609.68  (feet)  COMP
 QK0552  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 QK0552
 QK0552  VERT ORDER  -  FIRST     CLASS 0
 QK0552
 QK0552.The horizontal coordinates were scaled from a topographic map and have
 QK0552.an estimated accuracy of +/- 6 seconds.
 QK0552
 QK0552.The orthometric height was determined by differential leveling
 QK0552.and adjusted by the National Geodetic Survey in June 1991..
 QK0552
 QK0552.The geoid height was determined by GEOID03.
 QK0552
 QK0552.The dynamic height is computed by dividing the NAVD 88
 QK0552.geopotential number by the normal gravity value computed on the
 QK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0552.degrees latitude (g = 980.6199 gals.).
 QK0552
 QK0552.The modeled gravity was interpolated from observed gravity values.
 QK0552
 QK0552;                    North         East    Units  Estimated Accuracy
 QK0552;SPC MI N     -   131,720.    8,083,450.      MT  (+/- 180 meters Scaled)
 QK0552
 QK0552                          SUPERSEDED SURVEY CONTROL
 QK0552
 QK0552.No superseded survey control is available for this station.
 QK0552
 QK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER834905(NAD 83)
 QK0552_MARKER: DB = BENCH MARK DISK
 QK0552_SETTING: 66 = SET IN ROCK OUTCROP
 QK0552_SP_SET: OUTCROP
 QK0552_STAMPING: LSC 7B2 1975
 QK0552_MARK LOGO: NOS   
 QK0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QK0552+STABILITY: POSITION/ELEVATION WELL
 QK0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0552+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 QK0552
 QK0552  HISTORY     - Date     Condition        Report By
 QK0552  HISTORY     - 1975     MONUMENTED       NOS
 QK0552  HISTORY     - 20060915 GOOD             USPSQD
 QK0552
 QK0552                          STATION DESCRIPTION
 QK0552
 QK0552'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0552'8.2 KM (5.1 MI) SOUTH FROM GULLIVER.
 QK0552'8.2 KM (5.1 MI) SOUTHERLY ALONG COUNTY ROAD 432 (PORT INLAND ROAD)
 QK0552'FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 IN
 QK0552'GULLIVER, AT THE SW EDGE OF A LIME STONE OUTCROPPING RISE, 10.8 METERS
 QK0552'(35.5 FT) SW OF THE CENTERLINE OF HIGHWAY, 1.5 METERS (5 FT) SE OF
 QK0552'NORTH FACE, 1.46 METERS (4.8 FT) S OF NORTH CORNER, AND 0.7 METERS
 QK0552'(2.4 FEET) SOUTHWEST OF NORTHEAST FACE, IN A 11 X 5 FOOT OUTCROP.
 QK0552
 QK0552                          STATION RECOVERY (2006)
 QK0552
 QK0552'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0552'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3268 ***********************************************************************
 AI3268  DESIGNATION -  LSC 7 B 20 RESET
 AI3268  PID         -  AI3268
 AI3268  STATE/COUNTY-  MI/DELTA
 AI3268  USGS QUAD   -  ROCK (1985)
 AI3268
 AI3268                         *CURRENT SURVEY CONTROL
 AI3268  ___________________________________________________________________
 AI3268* NAD 83(1986)-  46 00 47.     (N)    087 07 37.     (W)     SCALED    
 AI3268* NAVD 88     -       261.27   (meters)     857.2    (feet)  RESET     
 AI3268  ___________________________________________________________________
 AI3268  GEOID HEIGHT-         -35.05  (meters)                     GEOID03
 AI3268
 AI3268  VERT ORDER  -  THIRD
 AI3268
 AI3268.The horizontal coordinates were scaled from a topographic map and have
 AI3268.an estimated accuracy of +/- 6 seconds.
 AI3268
 AI3268.The orthometric height was computed from unverified reset data.
 AI3268.No vertical observational check was made to the station.
 AI3268
 AI3268.The geoid height was determined by GEOID03.
 AI3268
 AI3268;                    North         East    Units  Estimated Accuracy
 AI3268;SPC MI N     -   136,680.    7,990,170.      MT  (+/- 180 meters Scaled)
 AI3268
 AI3268                          SUPERSEDED SURVEY CONTROL
 AI3268
 AI3268.No superseded survey control is available for this station.
 AI3268
 AI3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR901955(NAD 83)
 AI3268_MARKER: DV = VERTICAL CONTROL DISK
 AI3268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3268_SP_SET: CULVERT HEADWALL
 AI3268_STAMPING: LSC 7 B 20 RESET 1999
 AI3268_MARK LOGO: NGS   
 AI3268_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3268+STABILITY: SURFACE MOTION
 AI3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3268+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 AI3268
 AI3268  HISTORY     - Date     Condition        Report By
 AI3268  HISTORY     - 1999     MONUMENTED       MIDT
 AI3268  HISTORY     - 20060820 GOOD             USPSQD
 AI3268
 AI3268                          STATION DESCRIPTION
 AI3268
 AI3268'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 AI3268'STATION IS LOCATED APPROXIMATELY 4.13 MI (6.65 KM) NORTHWEST OF
 AI3268'PERKINS, IN THE NE 1/4 OF SEC 25, T-42-N, R-23-W.  TO REACH FROM THE
 AI3268'JUNCVTION OF STATE HIGHWAY M-35 AND COUNTY ROAD 428 IN PERKINS,
 AI3268'PROCEED WEST AND NORTHWEST 4.13 MI (6.65 KM) ALONG STATE HIGHWAY M-35
 AI3268'TO STATION LOACTED ON THE LEFT (SOUTHWEST) SIDE OF THE HIGHWAY.  IT IS
 AI3268'29.495 M (96.768 FT) LEFT OF HIGHWAY M-35 PLAN CENTERLINE STATION
 AI3268'10+411.451.  THE STATION IS A NGS VERTICAL CONTROL MARK DISK SET IN
 AI3268'THE TOP CENTER OF THE SOUTH END OF EAST CONCRETE HEADWALL OF CONCRETE
 AI3268'BOX CULVERT UNDER RAILROAD, 4.47 M (14.67 FT) NORTHEAST OF A RAILROAD
 AI3268'CENTERLINE, 0.30 M (0.98 FT) NORTHERLY OF FIBERGLASS WITNESS POST, AND
 AI3268'29.5 M (96.8 FT) SOUTHWEST OF EXISTING CENTERLINE OF HIGHWAY.
 AI3268'NOTE...STATION LSC 7 B 20 IS SHEDULED TO BE DESTROYED IN ROAD
 AI3268'RECONSTRUCTION WORK.  MIDT SURVEYS DETERMINED THAT THE RESET STATION
 AI3268'WAS 0.514 M (1.686 FT) HIGHER THAN THE ORIGINAL STATION LSC 7 B 20
 AI3268'1975.
 AI3268
 AI3268                          STATION RECOVERY (2006)
 AI3268
 AI3268'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AI3268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0368 ***********************************************************************
 RK0368  DESIGNATION -  LSC 7 B 21
 RK0368  PID         -  RK0368
 RK0368  STATE/COUNTY-  MI/DELTA
 RK0368  USGS QUAD   -  ROCK (1985)
 RK0368
 RK0368                         *CURRENT SURVEY CONTROL
 RK0368  ___________________________________________________________________
 RK0368* NAD 83(1986)-  46 01 06.     (N)    087 07 55.     (W)     SCALED    
 RK0368* NAVD 88     -       264.872  (meters)     869.00   (feet)  ADJUSTED  
 RK0368  ___________________________________________________________________
 RK0368  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 RK0368  DYNAMIC HT  -         264.876 (meters)     869.01  (feet)  COMP
 RK0368  MODELED GRAV-     980,623.9   (mgal)                       NAVD 88
 RK0368
 RK0368  VERT ORDER  -  FIRST     CLASS 0
 RK0368
 RK0368.The horizontal coordinates were scaled from a topographic map and have
 RK0368.an estimated accuracy of +/- 6 seconds.
 RK0368
 RK0368.The orthometric height was determined by differential leveling
 RK0368.and adjusted by the National Geodetic Survey in June 1991..
 RK0368
 RK0368.The geoid height was determined by GEOID03.
 RK0368
 RK0368.The dynamic height is computed by dividing the NAVD 88
 RK0368.geopotential number by the normal gravity value computed on the
 RK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0368.degrees latitude (g = 980.6199 gals.).
 RK0368
 RK0368.The modeled gravity was interpolated from observed gravity values.
 RK0368
 RK0368;                    North         East    Units  Estimated Accuracy
 RK0368;SPC MI N     -   137,270.    7,989,780.      MT  (+/- 180 meters Scaled)
 RK0368
 RK0368                          SUPERSEDED SURVEY CONTROL
 RK0368
 RK0368.No superseded survey control is available for this station.
 RK0368
 RK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR897960(NAD 83)
 RK0368_MARKER: B = BOLT
 RK0368_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0368_SP_SET: CONCRETE
 RK0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0368
 RK0368  HISTORY     - Date     Condition        Report By
 RK0368  HISTORY     - 1975     MONUMENTED       NOS
 RK0368  HISTORY     - 20040915 MARK NOT FOUND   DAVWAN
 RK0368
 RK0368                          STATION DESCRIPTION
 RK0368
 RK0368'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0368'4.7 MI NW FROM PERKINS.
 RK0368'4.7 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0368'STATE HIGHWAY M 35 AND CO. RD. 428 IN PERKINS, 30.2 FT. WEST
 RK0368'CENTERLINE OF HIGHWAY, 1 FT. BELOW ROAD SURFACE, 0.5 FT. WEST OF EAST
 RK0368'FACE AND 0.37 FT. NORTH OF SOUTH FACE OF 7.75 FT. CULVERT ON NORTH
 RK0368'SIDE OF DIRT ROAD ON WEST SIDE OF HIGHWAY, WHICH WAS THE ACCESS ROAD
 RK0368'TO FORMER CAMPBELL STATION OF THE CHICAGO AND NORTHWESTERN RAILROAD.
 RK0368
 RK0368                          STATION RECOVERY (2004)
 RK0368
 RK0368'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2004 (MD)
 RK0368'CONCRETE CULVERT NOW REMOVED DUE TO RECONSTRUCTION OF HWY. M-35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3269 ***********************************************************************
 AI3269  DESIGNATION -  LSC 7 B 22 RESET
 AI3269  PID         -  AI3269
 AI3269  STATE/COUNTY-  MI/DELTA
 AI3269  USGS QUAD   -  ROCK (1985)
 AI3269
 AI3269                         *CURRENT SURVEY CONTROL
 AI3269  ___________________________________________________________________
 AI3269* NAD 83(1986)-  46 01 41.     (N)    087 08 19.     (W)     SCALED    
 AI3269* NAVD 88     -       265.19   (meters)     870.0    (feet)  RESET     
 AI3269  ___________________________________________________________________
 AI3269  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 AI3269
 AI3269  VERT ORDER  -  THIRD
 AI3269
 AI3269.The horizontal coordinates were scaled from a topographic map and have
 AI3269.an estimated accuracy of +/- 6 seconds.
 AI3269
 AI3269.The orthometric height was computed from unverified reset data.
 AI3269.No vertical observational check was made to the station.
 AI3269
 AI3269.The geoid height was determined by GEOID03.
 AI3269
 AI3269;                    North         East    Units  Estimated Accuracy
 AI3269;SPC MI N     -   138,350.    7,989,270.      MT  (+/- 180 meters Scaled)
 AI3269
 AI3269                          SUPERSEDED SURVEY CONTROL
 AI3269
 AI3269.No superseded survey control is available for this station.
 AI3269
 AI3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR892971(NAD 83)
 AI3269_MARKER: DV = VERTICAL CONTROL DISK
 AI3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3269_STAMPING: LSC 7 B 22 RESET 1999
 AI3269_MARK LOGO: NGS   
 AI3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3269+STABILITY: SURFACE MOTION
 AI3269
 AI3269  HISTORY     - Date     Condition        Report By
 AI3269  HISTORY     - 1999     MONUMENTED       MIDT
 AI3269  HISTORY     - 20060820 MARK NOT FOUND   USPSQD
 AI3269
 AI3269                          STATION DESCRIPTION
 AI3269
 AI3269'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 AI3269'STATION IS LOCATED APPROXIMATELY 5.44 MI (8.75 KM) NORTHWEST OF
 AI3269'PERKINS, 2.95 MI (4.75 KM) SOUTHEAST OF ROCK, IN THE SOUTHEAST 1/4 OF
 AI3269'SEC 14, T-42-N, R-23-W.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY
 AI3269'M-35 AND COUNTY ROAD 428 IN PERKINS, PROCEED WEST AND NORTHWEST 5.44
 AI3269'MI (8.75 KM) ALONG STATE HIGHWAY M-35 TO STATION LOCATED ON THE RIGHT
 AI3269'(NORTHEAST) SIDE OF THE HIGHWAY, 24.449 M (80.213 FT) RIGHT OF HIGHWAY
 AI3269'M-35 PLAN CENTERLINE STATION 12+539.159.  IT IS 2.95 M (9.68 FT)
 AI3269'SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY M-35 AND COUNTY ROAD H-38,
 AI3269'4.6 M (15.1 FT) NORTHWEST OF CULVERT UNDER HIGHWAY M-35 AND 0.61 M
 AI3269'(2.00 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST.  THE STATION IS A
 AI3269'NGS VERTICAL CONTROL MARK DISK SET IN THE TOP OF A 1 FOOT (0.3 M)
 AI3269'DIAMETER CONCRETE MONUMENT, 4 FT (1.2 M) LONG, SET FLUSH WITH THE
 AI3269'GROUND.  NOTE...STATION LSC 7 B 22 1975 IS SCHEDULED TO BE DESTROYED
 AI3269'IN ROAD RECONSTRUCTION WORK.  MIDT SURVEYS DETERMINED THAT THE RESET
 AI3269'STATION WAS 1.075 M (3.527 FT) HIGHER THAN THE ORIGINAL STATION LSC 7
 AI3269'B 22 1975.
 AI3269
 AI3269                          STATION RECOVERY (2006)
 AI3269
 AI3269'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AI3269'HWY HAS BEEN WIDENED AND THE INTERSECTION WITH ROAD H38 NOW HAS A
 AI3269'LARGE APRON OF BLACKTOP OBSCURING MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0370 ***********************************************************************
 RK0370  DESIGNATION -  LSC 7 B 23
 RK0370  PID         -  RK0370
 RK0370  STATE/COUNTY-  MI/DELTA
 RK0370  USGS QUAD   -  ROCK (1985)
 RK0370
 RK0370                         *CURRENT SURVEY CONTROL
 RK0370  ___________________________________________________________________
 RK0370* NAD 83(1986)-  46 02 24.     (N)    087 08 43.     (W)     SCALED    
 RK0370* NAVD 88     -       273.132  (meters)     896.10   (feet)  ADJUSTED  
 RK0370  ___________________________________________________________________
 RK0370  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RK0370  DYNAMIC HT  -         273.137 (meters)     896.12  (feet)  COMP
 RK0370  MODELED GRAV-     980,625.5   (mgal)                       NAVD 88
 RK0370
 RK0370  VERT ORDER  -  FIRST     CLASS 0
 RK0370
 RK0370.The horizontal coordinates were scaled from a topographic map and have
 RK0370.an estimated accuracy of +/- 6 seconds.
 RK0370
 RK0370.The orthometric height was determined by differential leveling
 RK0370.and adjusted by the National Geodetic Survey in June 1991..
 RK0370
 RK0370.The geoid height was determined by GEOID03.
 RK0370
 RK0370.The dynamic height is computed by dividing the NAVD 88
 RK0370.geopotential number by the normal gravity value computed on the
 RK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0370.degrees latitude (g = 980.6199 gals.).
 RK0370
 RK0370.The modeled gravity was interpolated from observed gravity values.
 RK0370
 RK0370;                    North         East    Units  Estimated Accuracy
 RK0370;SPC MI N     -   139,680.    7,988,760.      MT  (+/- 180 meters Scaled)
 RK0370
 RK0370                          SUPERSEDED SURVEY CONTROL
 RK0370
 RK0370.No superseded survey control is available for this station.
 RK0370
 RK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR887985(NAD 83)
 RK0370_MARKER: Z = SEE DESCRIPTION
 RK0370_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0370_SP_SET: CONCRETE
 RK0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0370+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 RK0370
 RK0370  HISTORY     - Date     Condition        Report By
 RK0370  HISTORY     - 1975     MONUMENTED       NOS
 RK0370  HISTORY     - 19940719 GOOD             USPSQD
 RK0370  HISTORY     - 20060820 GOOD             USPSQD
 RK0370
 RK0370                          STATION DESCRIPTION
 RK0370
 RK0370'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0370'6.7 MI NW FROM PERKINS.
 RK0370'6.7 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0370'STATE HIGHWAY M 35 AND CO. RD. 428 IN PERKINS, 1.0 MILE SOUTH ALONG
 RK0370'STATE HIGHWAY M 35 FROM THE T INTERSECTION OF STATE HIGHWAY M 35 AND
 RK0370'CO. RD. H 34, 39.3 FT. EAST OF AND 7 FT. BELOW ROAD SURFACE, 0.5 FT.
 RK0370'SOUTH OF NORTH FACE AND 0.5 FT. WEST OF EAST FACE OF A 9.8 FT.
 RK0370'CULVERT, BEING HIGHEAST POINT ON TOP OF A ONE HALF INCH DIAMETER BRASS
 RK0370'PIN SET INTO THE CONCRETE.
 RK0370
 RK0370                          STATION RECOVERY (1994)
 RK0370
 RK0370'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0370'RECOVERED IN GOOD CONDITION.
 RK0370
 RK0370                          STATION RECOVERY (2006)
 RK0370
 RK0370'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0371 ***********************************************************************
 RK0371  DESIGNATION -  LSC 7 B 24
 RK0371  PID         -  RK0371
 RK0371  STATE/COUNTY-  MI/DELTA
 RK0371  USGS QUAD   -  ROCK (1985)
 RK0371
 RK0371                         *CURRENT SURVEY CONTROL
 RK0371  ___________________________________________________________________
 RK0371* NAD 83(1986)-  46 03 24.     (N)    087 09 31.     (W)     SCALED    
 RK0371* NAVD 88     -       283.635  (meters)     930.56   (feet)  ADJUSTED  
 RK0371  ___________________________________________________________________
 RK0371  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RK0371  DYNAMIC HT  -         283.641 (meters)     930.58  (feet)  COMP
 RK0371  MODELED GRAV-     980,626.7   (mgal)                       NAVD 88
 RK0371
 RK0371  VERT ORDER  -  FIRST     CLASS 0
 RK0371
 RK0371.The horizontal coordinates were scaled from a topographic map and have
 RK0371.an estimated accuracy of +/- 6 seconds.
 RK0371
 RK0371.The orthometric height was determined by differential leveling
 RK0371.and adjusted by the National Geodetic Survey in June 1991..
 RK0371
 RK0371.The geoid height was determined by GEOID03.
 RK0371
 RK0371.The dynamic height is computed by dividing the NAVD 88
 RK0371.geopotential number by the normal gravity value computed on the
 RK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0371.degrees latitude (g = 980.6199 gals.).
 RK0371
 RK0371.The modeled gravity was interpolated from observed gravity values.
 RK0371
 RK0371;                    North         East    Units  Estimated Accuracy
 RK0371;SPC MI N     -   141,540.    7,987,730.      MT  (+/- 180 meters Scaled)
 RK0371
 RK0371                          SUPERSEDED SURVEY CONTROL
 RK0371
 RK0371.No superseded survey control is available for this station.
 RK0371
 RK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS877003(NAD 83)
 RK0371_MARKER: Z = SEE DESCRIPTION
 RK0371_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0371_SP_SET: CONCRETE
 RK0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0371
 RK0371  HISTORY     - Date     Condition        Report By
 RK0371  HISTORY     - 1975     MONUMENTED       NOS
 RK0371  HISTORY     - 20060820 MARK NOT FOUND   USPSQD
 RK0371
 RK0371                          STATION DESCRIPTION
 RK0371
 RK0371'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0371'0.85 MI SOUTH FROM ROCK.
 RK0371'0.85 MILE SOUTH ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0371'COUNTY ROAD 529 AT ROCK, AT THE T INTERSECTION CO. RD. H 34, 35 FT.
 RK0371'EAST CENTERLINE OF HIGHWAY, 15.5 FT. SOUTH OF CENTERLINE OF CO. RD.
 RK0371'H 34, 0.48 FT. SOUTHEAST OF NORTHWEST FACE AND 0.4 FT. SOUTHWEST OF
 RK0371'NORTHEAST FACE OF AN 8 FT. CULVERT, BEING HIGHEAST POINT ON TOP OF A
 RK0371'ONE HALF INCH DIAMETER BRASS PIN SET INTO THE CONCRETE.
 RK0371
 RK0371                          STATION RECOVERY (2006)
 RK0371
 RK0371'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0371'CONCRETE CULVERT HAS BEEN REPLACED BY A METAL ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0372 ***********************************************************************
 RK0372  DESIGNATION -  LSC 7 B 25
 RK0372  PID         -  RK0372
 RK0372  STATE/COUNTY-  MI/DELTA
 RK0372  USGS QUAD   -  ROCK (1985)
 RK0372
 RK0372                         *CURRENT SURVEY CONTROL
 RK0372  ___________________________________________________________________
 RK0372* NAD 83(1986)-  46 04 06.     (N)    087 09 49.     (W)     SCALED    
 RK0372* NAVD 88     -       295.348  (meters)     968.99   (feet)  ADJUSTED  
 RK0372  ___________________________________________________________________
 RK0372  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 RK0372  DYNAMIC HT  -         295.355 (meters)     969.01  (feet)  COMP
 RK0372  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 RK0372
 RK0372  VERT ORDER  -  FIRST     CLASS 0
 RK0372
 RK0372.The horizontal coordinates were scaled from a topographic map and have
 RK0372.an estimated accuracy of +/- 6 seconds.
 RK0372
 RK0372.The orthometric height was determined by differential leveling
 RK0372.and adjusted by the National Geodetic Survey in June 1991..
 RK0372
 RK0372.The geoid height was determined by GEOID03.
 RK0372
 RK0372.The dynamic height is computed by dividing the NAVD 88
 RK0372.geopotential number by the normal gravity value computed on the
 RK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0372.degrees latitude (g = 980.6199 gals.).
 RK0372
 RK0372.The modeled gravity was interpolated from observed gravity values.
 RK0372
 RK0372;                    North         East    Units  Estimated Accuracy
 RK0372;SPC MI N     -   142,830.    7,987,340.      MT  (+/- 180 meters Scaled)
 RK0372
 RK0372                          SUPERSEDED SURVEY CONTROL
 RK0372
 RK0372.No superseded survey control is available for this station.
 RK0372
 RK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS873016(NAD 83)
 RK0372_MARKER: DD = SURVEY DISK
 RK0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0372_SP_SET: BRICK WALL
 RK0372_STAMPING: LSC 7B25 1975 AC
 RK0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0372+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 RK0372
 RK0372  HISTORY     - Date     Condition        Report By
 RK0372  HISTORY     - 1975     MONUMENTED       NOS
 RK0372  HISTORY     - 1990     GOOD             USPSQD
 RK0372  HISTORY     - 20060820 GOOD             USPSQD
 RK0372
 RK0372                          STATION DESCRIPTION
 RK0372
 RK0372'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0372'IN ROCK.
 RK0372'0.2 MILE EAST ALONG CO. RD. 529 FROM THE INTERSECTION OF STATE
 RK0372'HIGHWAY M 35 AND CO. RD. 529, ON WEST FACE OF THE ROCK HIGH SCHOOL,
 RK0372'57 FT. SOUTH OF THE CENTERLINE OF ROAD, 15.8 FT. SOUTH OF NORTHWEST
 RK0372'CORNER, 4.7 FT. ABOVE GROUND, 4 AND ONE HALF ROWS OF BRICK BELOW A
 RK0372'WINDOW.
 RK0372
 RK0372                          STATION RECOVERY (1990)
 RK0372
 RK0372'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0372'RECOVERED IN GOOD CONDITION.
 RK0372
 RK0372                          STATION RECOVERY (2006)
 RK0372
 RK0372'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0373 ***********************************************************************
 RK0373  DESIGNATION -  LSC 7 B 26
 RK0373  PID         -  RK0373
 RK0373  STATE/COUNTY-  MI/DELTA
 RK0373  USGS QUAD   -  ROCK (1985)
 RK0373
 RK0373                         *CURRENT SURVEY CONTROL
 RK0373  ___________________________________________________________________
 RK0373* NAD 83(1986)-  46 04 48.     (N)    087 10 25.     (W)     SCALED    
 RK0373* NAVD 88     -       292.614  (meters)     960.02   (feet)  ADJUSTED  
 RK0373  ___________________________________________________________________
 RK0373  GEOID HEIGHT-         -34.84  (meters)                     GEOID03
 RK0373  DYNAMIC HT  -         292.621 (meters)     960.04  (feet)  COMP
 RK0373  MODELED GRAV-     980,628.6   (mgal)                       NAVD 88
 RK0373
 RK0373  VERT ORDER  -  FIRST     CLASS 0
 RK0373
 RK0373.The horizontal coordinates were scaled from a topographic map and have
 RK0373.an estimated accuracy of +/- 6 seconds.
 RK0373
 RK0373.The orthometric height was determined by differential leveling
 RK0373.and adjusted by the National Geodetic Survey in June 1991..
 RK0373
 RK0373.The geoid height was determined by GEOID03.
 RK0373
 RK0373.The dynamic height is computed by dividing the NAVD 88
 RK0373.geopotential number by the normal gravity value computed on the
 RK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0373.degrees latitude (g = 980.6199 gals.).
 RK0373
 RK0373.The modeled gravity was interpolated from observed gravity values.
 RK0373
 RK0373;                    North         East    Units  Estimated Accuracy
 RK0373;SPC MI N     -   144,130.    7,986,570.      MT  (+/- 180 meters Scaled)
 RK0373
 RK0373                          SUPERSEDED SURVEY CONTROL
 RK0373
 RK0373.No superseded survey control is available for this station.
 RK0373
 RK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS865029(NAD 83)
 RK0373_MARKER: I = METAL ROD
 RK0373_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RK0373+WITH SETTING: INTO GROUND
 RK0373_SP_SET: METAL ROD WITH BASE PLATE
 RK0373_PROJECTION: FLUSH
 RK0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0373+STABILITY: SURFACE MOTION
 RK0373_ROD/PIPE-DEPTH: 1.22 meters
 RK0373
 RK0373  HISTORY     - Date     Condition        Report By
 RK0373  HISTORY     - 1975     MONUMENTED       NOS
 RK0373
 RK0373                          STATION DESCRIPTION
 RK0373
 RK0373'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0373'0.8 MI NW FROM ROCK.
 RK0373'0.8 MILE NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0373'CO. RD. 529 IN ROCK, TO THE T INTERSECTION OF STATE HIGHWAY M 35 AND
 RK0373'CO. RD. H 24, EAST OF STATE HIGHWAY M 35 ON PROPERTY OF FRANK FARMER,
 RK0373'88 FT. NORTH CENTERLINE OF CO. RD. H 24, 20.1 FT. WEST OF SOUTHWEST
 RK0373'CORNER OF A ONE STORY DWELLING, IN LINE WITH THE SOUTH FACE, 12 FT.
 RK0373'FROM A RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3270 ***********************************************************************
 AI3270  DESIGNATION -  LSC 7 B 27 RESET
 AI3270  PID         -  AI3270
 AI3270  STATE/COUNTY-  MI/DELTA
 AI3270  USGS QUAD   -  ROCK (1985)
 AI3270
 AI3270                         *CURRENT SURVEY CONTROL
 AI3270  ___________________________________________________________________
 AI3270* NAD 83(1986)-  46 05 47.     (N)    087 11 13.     (W)     SCALED    
 AI3270* NAVD 88     -       297.60   (meters)     976.4    (feet)  RESET     
 AI3270  ___________________________________________________________________
 AI3270  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 AI3270
 AI3270  VERT ORDER  -  THIRD
 AI3270
 AI3270.The horizontal coordinates were scaled from a topographic map and have
 AI3270.an estimated accuracy of +/- 6 seconds.
 AI3270
 AI3270.The orthometric height was computed from unverified reset data.
 AI3270.No vertical observational check was made to the station.
 AI3270
 AI3270.The geoid height was determined by GEOID03.
 AI3270
 AI3270;                    North         East    Units  Estimated Accuracy
 AI3270;SPC MI N     -   145,960.    7,985,550.      MT  (+/- 180 meters Scaled)
 AI3270
 AI3270                          SUPERSEDED SURVEY CONTROL
 AI3270
 AI3270.No superseded survey control is available for this station.
 AI3270
 AI3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS855047(NAD 83)
 AI3270_MARKER: DV = VERTICAL CONTROL DISK
 AI3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3270_STAMPING: LSC 7 B 27 RESET 1999
 AI3270_MARK LOGO: NGS   
 AI3270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3270+STABILITY: SURFACE MOTION
 AI3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3270+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 AI3270
 AI3270  HISTORY     - Date     Condition        Report By
 AI3270  HISTORY     - 1999     MONUMENTED       MIDT
 AI3270  HISTORY     - 20041101 GOOD             USPSQD
 AI3270  HISTORY     - 20060820 GOOD             USPSQD
 AI3270
 AI3270                          STATION DESCRIPTION
 AI3270
 AI3270'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (LEW)
 AI3270'STATION IS LOCATED 2.24 MI (3.60 KM) NORTHWEST OF ROCK, IN THE
 AI3270'NORTHEAST 1/4 OF SEC 38, T-43-N, R-23-W.  PROPERITY OWNER IS TIM
 AI3270'KOSKI.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY M-35 AND COUNTY
 AI3270'ROAD 529/432 (MAPLE RIDGE ROAD) IN ROCK, PROCEED NORTHWEST 2.24 MI
 AI3270'(3.60 KM) ALONG STATE HIGHWAY M-35 TO STATION LOCATED ON THE RIGHT
 AI3270'(NORTHEAST) SIDE OF THE HIGHWAY, 19.821 M (65.029 FT) RIGHT OF HIGHWAY
 AI3270'M-35 PLAN CENTERLINE STATION 20+883.357.  IT IS 46 M (150.9 FT)
 AI3270'NORTHWEST OF APPROXIMATE CENTERLINE OF COUNTY ROAD H-18, 32 M (105.0
 AI3270'FT) NORTHWEST OF CULVERT UNDER HIGHWAY, 19.6 M (64.3 FT) NORTHEAST OF
 AI3270'POWER LINE AND 0.61 M (2.00 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 AI3270'POST.  THE STATION IS A NGS VERTICAL CONTROL MONUMENT DISK, 4 FEET
 AI3270'(1.2 M) LONG, SET FLUSH WITH GROUND. NOTE...LSC 7 B 27 1975 IS
 AI3270'SCHEDULED TO BE DESTROYED IN ROAD RECONSTRUCTION WORK.  MIDT SURVEYS
 AI3270'DETERMINED THAT THE RESET STATION WAS 0.159 HIGHER THAN THE ORIGINAL
 AI3270'STATION LSC 7 B 27.
 AI3270
 AI3270                          STATION RECOVERY (2004)
 AI3270
 AI3270'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 AI3270'RECOVERED IN GOOD CONDITION.
 AI3270
 AI3270                          STATION RECOVERY (2006)
 AI3270
 AI3270'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AI3270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0375 ***********************************************************************
 RK0375  DESIGNATION -  LSC 7 B 28
 RK0375  PID         -  RK0375
 RK0375  STATE/COUNTY-  MI/DELTA
 RK0375  USGS QUAD   -  ROCK (1985)
 RK0375
 RK0375                         *CURRENT SURVEY CONTROL
 RK0375  ___________________________________________________________________
 RK0375* NAD 83(1986)-  46 06 36.     (N)    087 11 43.     (W)     SCALED    
 RK0375* NAVD 88     -       299.011  (meters)     981.01   (feet)  ADJUSTED  
 RK0375  ___________________________________________________________________
 RK0375  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RK0375  DYNAMIC HT  -         299.018 (meters)     981.03  (feet)  COMP
 RK0375  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 RK0375
 RK0375  VERT ORDER  -  FIRST     CLASS 0
 RK0375
 RK0375.The horizontal coordinates were scaled from a topographic map and have
 RK0375.an estimated accuracy of +/- 6 seconds.
 RK0375
 RK0375.The orthometric height was determined by differential leveling
 RK0375.and adjusted by the National Geodetic Survey in June 1991..
 RK0375
 RK0375.The geoid height was determined by GEOID03.
 RK0375
 RK0375.The dynamic height is computed by dividing the NAVD 88
 RK0375.geopotential number by the normal gravity value computed on the
 RK0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0375.degrees latitude (g = 980.6199 gals.).
 RK0375
 RK0375.The modeled gravity was interpolated from observed gravity values.
 RK0375
 RK0375;                    North         East    Units  Estimated Accuracy
 RK0375;SPC MI N     -   147,470.    7,984,910.      MT  (+/- 180 meters Scaled)
 RK0375
 RK0375                          SUPERSEDED SURVEY CONTROL
 RK0375
 RK0375.No superseded survey control is available for this station.
 RK0375
 RK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS849062(NAD 83)
 RK0375_MARKER: B = BOLT
 RK0375_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0375_SP_SET: CONCRETE
 RK0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0375
 RK0375  HISTORY     - Date     Condition        Report By
 RK0375  HISTORY     - 1975     MONUMENTED       NOS
 RK0375
 RK0375                          STATION DESCRIPTION
 RK0375
 RK0375'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0375'3.25 MI NW FROM ROCK.
 RK0375'3.25 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0375'CO. RD. 529 AT ROCK, 2.95 MILES SOUTH ALONG STATE HIGHWAY M 35 FROM
 RK0375'THE INTERSECTION OF STATE HIGHWAY M 35 AND CO. RD. H 4, WEST OF
 RK0375'HIGHWAY, 11.5 FT. NORTHEAST OF CENTERLINE OF TRACK AND NORTH OF
 RK0375'UTILITY POLE NUMBER 3486, 3.2 FT. SOUTHEAST OF THE NORTHWEST FACE AND
 RK0375'1 FT. SOUTHWEST OF THE NORTHEAST FACE OF A 19 FT. CONCRETE RAILROAD
 RK0375'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0376 ***********************************************************************
 RK0376  DESIGNATION -  LSC 7 B 29
 RK0376  PID         -  RK0376
 RK0376  STATE/COUNTY-  MI/DELTA
 RK0376  USGS QUAD   -  ROCK (1985)
 RK0376
 RK0376                         *CURRENT SURVEY CONTROL
 RK0376  ___________________________________________________________________
 RK0376* NAD 83(1986)-  46 06 54.     (N)    087 12 01.     (W)     SCALED    
 RK0376* NAVD 88     -       300.834  (meters)     986.99   (feet)  ADJUSTED  
 RK0376  ___________________________________________________________________
 RK0376  GEOID HEIGHT-         -34.75  (meters)                     GEOID03
 RK0376  DYNAMIC HT  -         300.841 (meters)     987.01  (feet)  COMP
 RK0376  MODELED GRAV-     980,630.2   (mgal)                       NAVD 88
 RK0376
 RK0376  VERT ORDER  -  FIRST     CLASS 0
 RK0376
 RK0376.The horizontal coordinates were scaled from a topographic map and have
 RK0376.an estimated accuracy of +/- 6 seconds.
 RK0376
 RK0376.The orthometric height was determined by differential leveling
 RK0376.and adjusted by the National Geodetic Survey in June 1991..
 RK0376
 RK0376.The geoid height was determined by GEOID03.
 RK0376
 RK0376.The dynamic height is computed by dividing the NAVD 88
 RK0376.geopotential number by the normal gravity value computed on the
 RK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0376.degrees latitude (g = 980.6199 gals.).
 RK0376
 RK0376.The modeled gravity was interpolated from observed gravity values.
 RK0376
 RK0376;                    North         East    Units  Estimated Accuracy
 RK0376;SPC MI N     -   148,030.    7,984,520.      MT  (+/- 180 meters Scaled)
 RK0376
 RK0376                          SUPERSEDED SURVEY CONTROL
 RK0376
 RK0376.No superseded survey control is available for this station.
 RK0376
 RK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS845068(NAD 83)
 RK0376_MARKER: Z = SEE DESCRIPTION
 RK0376_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0376_SP_SET: CONCRETE
 RK0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0376
 RK0376  HISTORY     - Date     Condition        Report By
 RK0376  HISTORY     - 1975     MONUMENTED       NOS
 RK0376  HISTORY     - 20060820 GOOD             USPSQD
 RK0376
 RK0376                          STATION DESCRIPTION
 RK0376
 RK0376'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0376'4.3 MI NW FROM ROCK.
 RK0376'4.3 MILES NORTHWEST ALONG STATE HIGHWAY M 35, FROM THE INTERSECTION OF
 RK0376'CO. RD. 529 AT ROCK, 3.4 MILES SOUTH OF THE DELTA MARQUETTE COUNTY
 RK0376'LINE, BETWEEN THE HIGHWAY AND CHICAGO AND NORTHWESTERN RAILROAD
 RK0376'TRACKS, 64.6 FT. WEST OF HIGHWAY, 36.2 FT. SOUTHEAST OF A UTILITY
 RK0376'POLE, 0.6 FT. NORTHWEST OF SOUTHEAST FACE AND 0.4 FT. SOUTHWEST OF
 RK0376'NORTHEAST FACE OF A 12 FT. CONCRETE CULVERT, UNDER AN ABANDONED
 RK0376'SPUR TRACK, BEING THE HIGHEAST POINT ON TOP OF A ONE HALF INCH
 RK0376'DIAMETER BRASS PIN SET INTO THE CONCRETE.
 RK0376
 RK0376                          STATION RECOVERY (2006)
 RK0376
 RK0376'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0376'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0553 ***********************************************************************
 QK0553  DESIGNATION -  LSC 7 B 3
 QK0553  PID         -  QK0553
 QK0553  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0553  USGS QUAD   -  SEUL CHOIX POINT (1972)
 QK0553
 QK0553                         *CURRENT SURVEY CONTROL
 QK0553  ___________________________________________________________________
 QK0553* NAD 83(1986)-  45 58 06.     (N)    085 56 24.     (W)     SCALED    
 QK0553* NAVD 88     -       185.769  (meters)     609.48   (feet)  ADJUSTED  
 QK0553  ___________________________________________________________________
 QK0553  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QK0553  DYNAMIC HT  -         185.776 (meters)     609.50  (feet)  COMP
 QK0553  MODELED GRAV-     980,652.2   (mgal)                       NAVD 88
 QK0553
 QK0553  VERT ORDER  -  FIRST     CLASS 0
 QK0553
 QK0553.The horizontal coordinates were scaled from a topographic map and have
 QK0553.an estimated accuracy of +/- 6 seconds.
 QK0553
 QK0553.The orthometric height was determined by differential leveling
 QK0553.and adjusted by the National Geodetic Survey in June 1991..
 QK0553
 QK0553.The geoid height was determined by GEOID03.
 QK0553
 QK0553.The dynamic height is computed by dividing the NAVD 88
 QK0553.geopotential number by the normal gravity value computed on the
 QK0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0553.degrees latitude (g = 980.6199 gals.).
 QK0553
 QK0553.The modeled gravity was interpolated from observed gravity values.
 QK0553
 QK0553;                    North         East    Units  Estimated Accuracy
 QK0553;SPC MI N     -   132,260.    8,082,150.      MT  (+/- 180 meters Scaled)
 QK0553
 QK0553                          SUPERSEDED SURVEY CONTROL
 QK0553
 QK0553.No superseded survey control is available for this station.
 QK0553
 QK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER821910(NAD 83)
 QK0553_MARKER: DB = BENCH MARK DISK
 QK0553_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0553_SP_SET: HEADWALL
 QK0553_STAMPING: LSC 7B3 1975
 QK0553_MARK LOGO: NOS   
 QK0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0553+STABILITY: SURFACE MOTION
 QK0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0553+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 QK0553
 QK0553  HISTORY     - Date     Condition        Report By
 QK0553  HISTORY     - 1975     MONUMENTED       NOS
 QK0553  HISTORY     - 20060915 GOOD             USPSQD
 QK0553
 QK0553                          STATION DESCRIPTION
 QK0553
 QK0553'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0553'6.4 KM (3.99 MI) SOUTH FROM GULLIVER.
 QK0553'6.4 KM (3.99 MI) SOUTHERLY ALONG COUNTY ROAD 432 (PORT INLAND ROAD)
 QK0553'FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 IN
 QK0553'GULLIVER, ON THE SE ABUTMENT OF A BRIDGE, 6.8 METERS (22.5 FT) SOUTH
 QK0553'OF CENTERLINE OF HIGHWAY, 1.6 METERS (5.4 FT) WEST OF EAST FACE,
 QK0553'0.3 METERS (0.9 FT) EAST OF WEST FACE, AND 0.24 METERS (0.8 FT) NORTH
 QK0553'OF SOUTH FACE OF THE ABUTMENT.
 QK0553
 QK0553                          STATION RECOVERY (2006)
 QK0553
 QK0553'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0553'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0377 ***********************************************************************
 RK0377  DESIGNATION -  LSC 7 B 30
 RK0377  PID         -  RK0377
 RK0377  STATE/COUNTY-  MI/DELTA
 RK0377  USGS QUAD   -  MC FARLAND (1985)
 RK0377
 RK0377                         *CURRENT SURVEY CONTROL
 RK0377  ___________________________________________________________________
 RK0377* NAD 83(1986)-  46 07 48.     (N)    087 12 37.     (W)     SCALED    
 RK0377* NAVD 88     -       306.749  (meters)    1006.39   (feet)  ADJUSTED  
 RK0377  ___________________________________________________________________
 RK0377  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 RK0377  DYNAMIC HT  -         306.757 (meters)    1006.42  (feet)  COMP
 RK0377  MODELED GRAV-     980,630.5   (mgal)                       NAVD 88
 RK0377
 RK0377  VERT ORDER  -  FIRST     CLASS 0
 RK0377
 RK0377.The horizontal coordinates were scaled from a topographic map and have
 RK0377.an estimated accuracy of +/- 6 seconds.
 RK0377
 RK0377.The orthometric height was determined by differential leveling
 RK0377.and adjusted by the National Geodetic Survey in June 1991..
 RK0377
 RK0377.The geoid height was determined by GEOID03.
 RK0377
 RK0377.The dynamic height is computed by dividing the NAVD 88
 RK0377.geopotential number by the normal gravity value computed on the
 RK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0377.degrees latitude (g = 980.6199 gals.).
 RK0377
 RK0377.The modeled gravity was interpolated from observed gravity values.
 RK0377
 RK0377;                    North         East    Units  Estimated Accuracy
 RK0377;SPC MI N     -   149,700.    7,983,750.      MT  (+/- 180 meters Scaled)
 RK0377
 RK0377                          SUPERSEDED SURVEY CONTROL
 RK0377
 RK0377.No superseded survey control is available for this station.
 RK0377
 RK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS837085(NAD 83)
 RK0377_MARKER: Z = SEE DESCRIPTION
 RK0377_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0377_SP_SET: CONCRETE
 RK0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0377
 RK0377  HISTORY     - Date     Condition        Report By
 RK0377  HISTORY     - 1975     MONUMENTED       NOS
 RK0377
 RK0377                          STATION DESCRIPTION
 RK0377
 RK0377'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0377'4.9 MI NW FROM ROCK.
 RK0377'4.9 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0377'CO. RD. 529 AT ROCK, 2.25 MILES SOUTH OF THE DELTA MARQUETTE COUNTY
 RK0377'LINE, 26.6 FT. NORTHWEST OF A UTILITY POLE, 18.8 FT. EAST OF
 RK0377'CENTERLINE OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK, 0.3 FT.
 RK0377'WEST OF EAST FACE OF A 3 FT. CONCRETE CULVERT UNDER TRACK, BEING
 RK0377'HIGHEST POINT ON TOP OF A ONE HALF INCH DIAMETER BRASS PIN SET INTO
 RK0377'THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0378 ***********************************************************************
 RK0378  CBN         -  This is a Cooperative Base Network Control Station.
 RK0378  DESIGNATION -  LSC 7 B 31
 RK0378  PID         -  RK0378
 RK0378  STATE/COUNTY-  MI/DELTA
 RK0378  USGS QUAD   -  MC FARLAND (1985)
 RK0378
 RK0378                         *CURRENT SURVEY CONTROL
 RK0378  ___________________________________________________________________
 RK0378* NAD 83(1994)-  46 08 41.39664(N)    087 13 10.83657(W)     ADJUSTED  
 RK0378* NAVD 88     -       313.938  (meters)    1029.98   (feet)  ADJUSTED  
 RK0378  ___________________________________________________________________
 RK0378  X           -     214,735.468 (meters)                     COMP
 RK0378  Y           -  -4,421,708.028 (meters)                     COMP
 RK0378  Z           -   4,576,617.227 (meters)                     COMP
 RK0378  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 RK0378  ELLIP HEIGHT-         279.25  (meters)          (06/11/02) GPS OBS
 RK0378  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 RK0378  DYNAMIC HT  -         313.945 (meters)    1030.00  (feet)  COMP
 RK0378  MODELED GRAV-     980,630.1   (mgal)                       NAVD 88
 RK0378
 RK0378  HORZ ORDER  -  B
 RK0378  VERT ORDER  -  FIRST     CLASS 0
 RK0378  ELLP ORDER  -  FOURTH    CLASS I
 RK0378
 RK0378.The horizontal coordinates were established by GPS observations
 RK0378.and adjusted by the National Geodetic Survey in September 1995..
 RK0378
 RK0378.The orthometric height was determined by differential leveling
 RK0378.and adjusted by the National Geodetic Survey in June 1991..
 RK0378
 RK0378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RK0378
 RK0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0378
 RK0378.The ellipsoidal height was determined by GPS observations
 RK0378.and is referenced to NAD 83.
 RK0378
 RK0378.The geoid height was determined by GEOID03.
 RK0378
 RK0378.The dynamic height is computed by dividing the NAVD 88
 RK0378.geopotential number by the normal gravity value computed on the
 RK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0378.degrees latitude (g = 980.6199 gals.).
 RK0378
 RK0378.The modeled gravity was interpolated from observed gravity values.
 RK0378
 RK0378;                    North         East     Units Scale Factor Converg.
 RK0378;SPC MI N     -   151,345.883 7,983,029.182   MT  0.99990583   -0 09 31.6
 RK0378;SPC MI N     -   496,541.61 26,191,040.62   iFT  0.99990583   -0 09 31.6
 RK0378;UTM  16      - 5,110,163.022   483,034.353   MT  0.99960354   -0 09 30.3
 RK0378
 RK0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0378!SPC MI N     -   0.99995623  x   0.99990583  =   0.99986206
 RK0378!UTM  16      -   0.99995623  x   0.99960354  =   0.99955978
 RK0378
 RK0378                          SUPERSEDED SURVEY CONTROL
 RK0378
 RK0378  ELLIP H (09/20/95)  279.21   (m)                       GP(       ) 1 2
 RK0378  NAVD 88 (09/20/95)  313.94   (m)         1030.0    (f) LEVELING    3  
 RK0378
 RK0378.Superseded values are not recommended for survey control.
 RK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0378.See file dsdata.txt to determine how the superseded data were derived.
 RK0378
 RK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS8303410163(NAD 83)
 RK0378_MARKER: I = METAL ROD
 RK0378_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 RK0378_SP_SET: 8 FOOT ROD WITH PLATE
 RK0378_STAMPING: LSC 7 B 31
 RK0378_MARK LOGO: NOS   
 RK0378_PROJECTION: FLUSH
 RK0378_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0378+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 RK0378_ROD/PIPE-DEPTH: 2.44 meters
 RK0378
 RK0378  HISTORY     - Date     Condition        Report By
 RK0378  HISTORY     - 1975     MONUMENTED       NOS
 RK0378  HISTORY     - 19940910 GOOD             NGS
 RK0378  HISTORY     - 19990830 GOOD             NGS
 RK0378  HISTORY     - 20010202 GOOD             MIDT
 RK0378  HISTORY     - 20010717 GOOD             MIDT
 RK0378  HISTORY     - 20041015 GOOD             STS
 RK0378  HISTORY     - 20050706 GOOD             STS
 RK0378  HISTORY     - 20060820 GOOD             USPSQD
 RK0378
 RK0378                          STATION DESCRIPTION
 RK0378
 RK0378'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0378'6.0 MI NW FROM ROCK.
 RK0378'6 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0378'CO. RD. 529 AT ROCK, 1.15 MILES SOUTH OF THE DELTA MARQUETTE COUNTY
 RK0378'LINE, 96.4 FT. SOUTH OF A DIRT ROAD INTERSECTING THE CHICAGO AND
 RK0378'NORTHWESTERN RAILROAD TRACKS, 66.5 FT. EAST OF THE CENTERLINE OF
 RK0378'TRACK, 57.8 FT. WEST CENTERLINE OF HIGHWAY 7.6 FT. EAST OF AND IN LINE
 RK0378'WITH A UTILITY POLE.
 RK0378
 RK0378                          STATION RECOVERY (1994)
 RK0378
 RK0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RK0378'STATION IS IN QUAD 460872, ABOUT 6 MI (9.7 KM) NORTHWEST OF ROCK, 1 MI
 RK0378'(1.6 KM) SOUTHEAST OF THE MARQUETTE-DELTA COUNTY LINE, IN THE
 RK0378'SOUTHEAST 1/4 OF SECTION 6, T 43 N, R 23 W, MAPLE TOWNSHIP, 150 M
 RK0378'(492.1 FT) SOUTH OF THE SOUTH BOUNDARY OF LATHROP AT RAILROAD MILE
 RK0378'143.88, ON HIGHWAY RIGHT-OF-WAY.  OWNERSHIP--MICHIGAN DEPARTMENT OF
 RK0378'TRANSPORTATION.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 35 WITH
 RK0378'COUNTY ROAD 529 IN ROCK, GO NORTHWEST ALONG STATE HIGHWAY 35 FOR 9.42
 RK0378'KM (5.85 MI) TO THE STATION ON THE LEFT, AT UTILITY LINE CROSSING
 RK0378'HIGHWAY TO EMPTY SHINGLED FRAME HOUSE, JUST BEFORE REACHING TRACK ROAD
 RK0378'LEFT LEADING TO HOUSE.  THE STATION IS THE TOP CENTER OF A 8 FT (2.4
 RK0378'M) LONG METAL ROD WITH BASE PLATE, INSIDE A 15-CM IRON SLEEVE WITH LID
 RK0378'RECESSED 5 CM BELOW GROUND.  LOCATED 17.7 M (58.1 FT) SOUTHWEST FROM
 RK0378'THE HIGHWAY CENTERLINE, LEVEL WITH HIGHWAY, 29.4 M (96.5 FT) SOUTHEAST
 RK0378'FROM THE CENTER OF THE TRACK ROAD LEADING TO HOUSE, 19.4 M (63.6 FT)
 RK0378'NORTHEAST FROM THE NORTHEAST RAIL OF TRACK, 2.7 M (8.9 FT) NORTHEAST
 RK0378'FROM A UTILITY POLE WITH 3 GUY WIRES AND 0.6 M (2.0 FT) EAST-NORTHEAST
 RK0378'FROM A FIBERGLASS WITNESS POST.
 RK0378
 RK0378                          STATION RECOVERY (1999)
 RK0378
 RK0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RGH)
 RK0378'RECOVERED AS DESCRIBED.
 RK0378
 RK0378                          STATION RECOVERY (2001)
 RK0378
 RK0378'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 RK0378'RECOVERED IN GOOD CONDITION.
 RK0378
 RK0378                          STATION RECOVERY (2001)
 RK0378
 RK0378'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (HHH)
 RK0378'THE STATION WAS RECOVERED ON 07-17-2001 IN GOOD CONDITION AS DESCRIBED
 RK0378'BY NGS.
 RK0378' 
 RK0378'
 RK0378
 RK0378                          STATION RECOVERY (2004)
 RK0378
 RK0378'RECOVERY NOTE BY STS CONSULTANTS 2004
 RK0378'RECOVERED IN GOOD CONDITION.
 RK0378
 RK0378                          STATION RECOVERY (2005)
 RK0378
 RK0378'RECOVERY NOTE BY STS CONSULTANTS 2005 (SJB)
 RK0378'RECOVERED AS DESCRIBED
 RK0378
 RK0378                          STATION RECOVERY (2006)
 RK0378
 RK0378'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0379 ***********************************************************************
 RK0379  DESIGNATION -  LSC 7 B 32
 RK0379  PID         -  RK0379
 RK0379  STATE/COUNTY-  MI/DELTA
 RK0379  USGS QUAD   -  MC FARLAND (1985)
 RK0379
 RK0379                         *CURRENT SURVEY CONTROL
 RK0379  ___________________________________________________________________
 RK0379* NAD 83(1986)-  46 09 30.     (N)    087 13 43.     (W)     SCALED    
 RK0379* NAVD 88     -       320.126  (meters)    1050.28   (feet)  ADJUSTED  
 RK0379  ___________________________________________________________________
 RK0379  GEOID HEIGHT-         -34.65  (meters)                     GEOID03
 RK0379  DYNAMIC HT  -         320.134 (meters)    1050.31  (feet)  COMP
 RK0379  MODELED GRAV-     980,629.9   (mgal)                       NAVD 88
 RK0379
 RK0379  VERT ORDER  -  FIRST     CLASS 0
 RK0379
 RK0379.The horizontal coordinates were scaled from a topographic map and have
 RK0379.an estimated accuracy of +/- 6 seconds.
 RK0379
 RK0379.The orthometric height was determined by differential leveling
 RK0379.and adjusted by the National Geodetic Survey in June 1991..
 RK0379
 RK0379.The geoid height was determined by GEOID03.
 RK0379
 RK0379.The dynamic height is computed by dividing the NAVD 88
 RK0379.geopotential number by the normal gravity value computed on the
 RK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0379.degrees latitude (g = 980.6199 gals.).
 RK0379
 RK0379.The modeled gravity was interpolated from observed gravity values.
 RK0379
 RK0379;                    North         East    Units  Estimated Accuracy
 RK0379;SPC MI N     -   152,850.    7,982,340.      MT  (+/- 180 meters Scaled)
 RK0379
 RK0379                          SUPERSEDED SURVEY CONTROL
 RK0379
 RK0379.No superseded survey control is available for this station.
 RK0379
 RK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS823116(NAD 83)
 RK0379_MARKER: DD = SURVEY DISK
 RK0379_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0379_SP_SET: CONCRETE
 RK0379_STAMPING: LSC 7B32 1975 AC
 RK0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0379
 RK0379  HISTORY     - Date     Condition        Report By
 RK0379  HISTORY     - 1975     MONUMENTED       NOS
 RK0379  HISTORY     - 1990     GOOD             USPSQD
 RK0379  HISTORY     - 19910711 GOOD             USPSQD
 RK0379  HISTORY     - 20060820 GOOD             USPSQD
 RK0379
 RK0379                          STATION DESCRIPTION
 RK0379
 RK0379'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0379'7.1 MI NW FROM ROCK.
 RK0379'7.1 MILES NORTHWEST ALONG STATE HIGHWAY M 35, FROM THE INTERSECTION OF
 RK0379'CO. RD. 529 AT ROCK, 200 FT. SOUTH OF THE DELTA MARQUETTE COUNTY
 RK0379'LINE, 29.4 FT. EAST CENTERLINE OF HIGHWAY, ON THE 18 FT. MAIN SECTION
 RK0379'OF A CONCRETE CULVERT WITH L SHAPED WING WALLS, 0.7 FT. SOUTH OF
 RK0379'NORTH FACE, 0.5 FT. EAST OF WEST FACE.
 RK0379
 RK0379                          STATION RECOVERY (1990)
 RK0379
 RK0379'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0379'RECOVERED IN GOOD CONDITION.
 RK0379
 RK0379                          STATION RECOVERY (1991)
 RK0379
 RK0379'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0379'RECOVERED IN GOOD CONDITION.
 RK0379
 RK0379                          STATION RECOVERY (2006)
 RK0379
 RK0379'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0380 ***********************************************************************
 RK0380  DESIGNATION -  LSC 7 B 33
 RK0380  PID         -  RK0380
 RK0380  STATE/COUNTY-  MI/MARQUETTE
 RK0380  USGS QUAD   -  MC FARLAND (1985)
 RK0380
 RK0380                         *CURRENT SURVEY CONTROL
 RK0380  ___________________________________________________________________
 RK0380* NAD 83(1986)-  46 10 30.     (N)    087 14 31.     (W)     SCALED    
 RK0380* NAVD 88     -       327.451  (meters)    1074.31   (feet)  ADJUSTED  
 RK0380  ___________________________________________________________________
 RK0380  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 RK0380  DYNAMIC HT  -         327.458 (meters)    1074.34  (feet)  COMP
 RK0380  MODELED GRAV-     980,628.8   (mgal)                       NAVD 88
 RK0380
 RK0380  VERT ORDER  -  FIRST     CLASS 0
 RK0380
 RK0380.The horizontal coordinates were scaled from a topographic map and have
 RK0380.an estimated accuracy of +/- 6 seconds.
 RK0380
 RK0380.The orthometric height was determined by differential leveling
 RK0380.and adjusted by the National Geodetic Survey in June 1991..
 RK0380
 RK0380.The geoid height was determined by GEOID03.
 RK0380
 RK0380.The dynamic height is computed by dividing the NAVD 88
 RK0380.geopotential number by the normal gravity value computed on the
 RK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0380.degrees latitude (g = 980.6199 gals.).
 RK0380
 RK0380.The modeled gravity was interpolated from observed gravity values.
 RK0380
 RK0380;                    North         East    Units  Estimated Accuracy
 RK0380;SPC MI N     -   154,700.    7,981,320.      MT  (+/- 180 meters Scaled)
 RK0380
 RK0380                          SUPERSEDED SURVEY CONTROL
 RK0380
 RK0380.No superseded survey control is available for this station.
 RK0380
 RK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS813135(NAD 83)
 RK0380_MARKER: Z = SEE DESCRIPTION
 RK0380_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0380_SP_SET: CONCRETE
 RK0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0380
 RK0380  HISTORY     - Date     Condition        Report By
 RK0380  HISTORY     - 1975     MONUMENTED       NOS
 RK0380  HISTORY     - 19910711 GOOD             USPSQD
 RK0380
 RK0380                          STATION DESCRIPTION
 RK0380
 RK0380'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0380'8.3 MI NW FROM ROCK.
 RK0380'8.3 MILE NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0380'COUNTY ROAD 529 AT ROCK, 1.2 MILES NORTH OF THE MARQUETTE DELTA COUNTY
 RK0380'LINE ALONG STATE HIGHWAY M 35, 0.4 MILE SOUTH OF THE INTERSECTION OF
 RK0380'STATE HIGHWAY M 35 AND CO. RD. 444, WEST OF HIGHWAY, 10.3 FT. EAST OF
 RK0380'CENTERLINE OF CHICAGO AND NORTHWESTERN RAILROAD TRACKS, 2.2 FT. SOUTH
 RK0380'OF THE NORTH FACE, 1 FT. WEST OF THE EAST FACE AND 0.9 FT. NORTH OF
 RK0380'THE SOUTH FACE OF THE SOUTHEAST ABUTMENT OF A CONCRETE RAILROAD
 RK0380'CULVERT.  BEING THE HIGHEST POINT ON TOP OF A ONE HALF INCH DIAMETER
 RK0380'BRASS PIN SET INTO THE CONCRETE.
 RK0380
 RK0380                          STATION RECOVERY (1991)
 RK0380
 RK0380'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0381 ***********************************************************************
 RK0381  DESIGNATION -  LSC 7 B 34
 RK0381  PID         -  RK0381
 RK0381  STATE/COUNTY-  MI/MARQUETTE
 RK0381  USGS QUAD   -  HELENA (1989)
 RK0381
 RK0381                         *CURRENT SURVEY CONTROL
 RK0381  ___________________________________________________________________
 RK0381* NAD 83(1986)-  46 11 36.     (N)    087 15 13.     (W)     SCALED    
 RK0381* NAVD 88     -       336.221  (meters)    1103.09   (feet)  ADJUSTED  
 RK0381  ___________________________________________________________________
 RK0381  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 RK0381  DYNAMIC HT  -         336.228 (meters)    1103.11  (feet)  COMP
 RK0381  MODELED GRAV-     980,627.8   (mgal)                       NAVD 88
 RK0381
 RK0381  VERT ORDER  -  FIRST     CLASS 0
 RK0381
 RK0381.The horizontal coordinates were scaled from a topographic map and have
 RK0381.an estimated accuracy of +/- 6 seconds.
 RK0381
 RK0381.The orthometric height was determined by differential leveling
 RK0381.and adjusted by the National Geodetic Survey in June 1991..
 RK0381
 RK0381.The geoid height was determined by GEOID03.
 RK0381
 RK0381.The dynamic height is computed by dividing the NAVD 88
 RK0381.geopotential number by the normal gravity value computed on the
 RK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0381.degrees latitude (g = 980.6199 gals.).
 RK0381
 RK0381.The modeled gravity was interpolated from observed gravity values.
 RK0381
 RK0381;                    North         East    Units  Estimated Accuracy
 RK0381;SPC MI N     -   156,740.    7,980,430.      MT  (+/- 180 meters Scaled)
 RK0381
 RK0381                          SUPERSEDED SURVEY CONTROL
 RK0381
 RK0381.No superseded survey control is available for this station.
 RK0381
 RK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS804155(NAD 83)
 RK0381_MARKER: B = BOLT
 RK0381_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0381_SP_SET: CONCRETE
 RK0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0381
 RK0381  HISTORY     - Date     Condition        Report By
 RK0381  HISTORY     - 1975     MONUMENTED       NOS
 RK0381  HISTORY     - 19910606 GOOD             USPSQD
 RK0381
 RK0381                          STATION DESCRIPTION
 RK0381
 RK0381'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0381'1.4 MI NW FROM MCFARLAND.
 RK0381'1.4 MI NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0381'COUNTY ROAD 444 AT MCFARLAND 3.0 MILES NORTH OF THE MARQUETTE DELTA
 RK0381'COUNTY LINE, ON A ONE EIGHTH MILE EAST WEST SECTION OF HIGHWAY, 200
 RK0381'FT. EAST OF THE CHICAGO AND NORTHWESTERN RAILROAD TRACK, 41.5 FT.
 RK0381'SOUTH CENTERLINE OF HIGHWAY, 4.5 FT. BELOW ROAD SURFACE, ON A 3 FT.
 RK0381'CONCRETE CULVERT, 0.4 FT. SOUTHWEST FROM NORTHEAST FACE, 0.3 FT.
 RK0381'SOUTHEAST FROM NORTHWEST FACE.
 RK0381
 RK0381                          STATION RECOVERY (1991)
 RK0381
 RK0381'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 RK0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0382 ***********************************************************************
 RK0382  DESIGNATION -  LSC 7 B 35
 RK0382  PID         -  RK0382
 RK0382  STATE/COUNTY-  MI/MARQUETTE
 RK0382  USGS QUAD   -  HELENA (1989)
 RK0382
 RK0382                         *CURRENT SURVEY CONTROL
 RK0382  ___________________________________________________________________
 RK0382* NAD 83(1986)-  46 12 24.     (N)    087 16 01.     (W)     SCALED    
 RK0382* NAVD 88     -       339.246  (meters)    1113.01   (feet)  ADJUSTED  
 RK0382  ___________________________________________________________________
 RK0382  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 RK0382  DYNAMIC HT  -         339.253 (meters)    1113.03  (feet)  COMP
 RK0382  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 RK0382
 RK0382  VERT ORDER  -  FIRST     CLASS 0
 RK0382
 RK0382.The horizontal coordinates were scaled from a topographic map and have
 RK0382.an estimated accuracy of +/- 6 seconds.
 RK0382
 RK0382.The orthometric height was determined by differential leveling
 RK0382.and adjusted by the National Geodetic Survey in June 1991..
 RK0382
 RK0382.The geoid height was determined by GEOID03.
 RK0382
 RK0382.The dynamic height is computed by dividing the NAVD 88
 RK0382.geopotential number by the normal gravity value computed on the
 RK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0382.degrees latitude (g = 980.6199 gals.).
 RK0382
 RK0382.The modeled gravity was interpolated from observed gravity values.
 RK0382
 RK0382;                    North         East    Units  Estimated Accuracy
 RK0382;SPC MI N     -   158,230.    7,979,400.      MT  (+/- 180 meters Scaled)
 RK0382
 RK0382                          SUPERSEDED SURVEY CONTROL
 RK0382
 RK0382.No superseded survey control is available for this station.
 RK0382
 RK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS794170(NAD 83)
 RK0382_MARKER: B = BOLT
 RK0382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0382_SP_SET: CONCRETE
 RK0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0382
 RK0382  HISTORY     - Date     Condition        Report By
 RK0382  HISTORY     - 1975     MONUMENTED       NOS
 RK0382  HISTORY     - 1990     GOOD             USPSQD
 RK0382  HISTORY     - 19910606 GOOD             USPSQD
 RK0382
 RK0382                          STATION DESCRIPTION
 RK0382
 RK0382'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0382'2.6 MI NW FROM MCFARLAND.
 RK0382'2.6 MI NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0382'COUNTY ROAD 444 AT MCFARLAND 4.2 MILES NORTH OF THE MARQUETTE DELTA
 RK0382'COUNTY LINE, 2.6 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY M 35
 RK0382'AND CO. RD. 444, ON A NORTH SOUTH SECTION OF ROAD, JUST SOUTH OF A
 RK0382'CURVE TO THE WEST, 39.8 FT. WEST CENTERLINE OF HIGHWAY, 0.45 FT.
 RK0382'SOUTH OF NORTH FACE AND 0.35 FT. WEST OF EAST FACE OF A 7 FT. CULVERT.
 RK0382
 RK0382                          STATION RECOVERY (1990)
 RK0382
 RK0382'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0382'RECOVERED IN GOOD CONDITION.
 RK0382
 RK0382                          STATION RECOVERY (1991)
 RK0382
 RK0382'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 RK0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0383 ***********************************************************************
 RK0383  DESIGNATION -  LSC 7 B 36
 RK0383  PID         -  RK0383
 RK0383  STATE/COUNTY-  MI/MARQUETTE
 RK0383  USGS QUAD   -  HELENA (1989)
 RK0383
 RK0383                         *CURRENT SURVEY CONTROL
 RK0383  ___________________________________________________________________
 RK0383* NAD 83(1986)-  46 12 42.     (N)    087 16 07.     (W)     SCALED    
 RK0383* NAVD 88     -       340.575  (meters)    1117.37   (feet)  ADJUSTED  
 RK0383  ___________________________________________________________________
 RK0383  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 RK0383  DYNAMIC HT  -         340.583 (meters)    1117.40  (feet)  COMP
 RK0383  MODELED GRAV-     980,626.9   (mgal)                       NAVD 88
 RK0383
 RK0383  VERT ORDER  -  FIRST     CLASS 0
 RK0383
 RK0383.The horizontal coordinates were scaled from a topographic map and have
 RK0383.an estimated accuracy of +/- 6 seconds.
 RK0383
 RK0383.The orthometric height was determined by differential leveling
 RK0383.and adjusted by the National Geodetic Survey in June 1991..
 RK0383
 RK0383.The geoid height was determined by GEOID03.
 RK0383
 RK0383.The dynamic height is computed by dividing the NAVD 88
 RK0383.geopotential number by the normal gravity value computed on the
 RK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0383.degrees latitude (g = 980.6199 gals.).
 RK0383
 RK0383.The modeled gravity was interpolated from observed gravity values.
 RK0383
 RK0383;                    North         East    Units  Estimated Accuracy
 RK0383;SPC MI N     -   158,790.    7,979,270.      MT  (+/- 180 meters Scaled)
 RK0383
 RK0383                          SUPERSEDED SURVEY CONTROL
 RK0383
 RK0383.No superseded survey control is available for this station.
 RK0383
 RK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS792176(NAD 83)
 RK0383_MARKER: DD = SURVEY DISK
 RK0383_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0383_SP_SET: CONCRETE
 RK0383_STAMPING: LSC 7B36 1975 AC
 RK0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0383
 RK0383  HISTORY     - Date     Condition        Report By
 RK0383  HISTORY     - 1975     MONUMENTED       NOS
 RK0383  HISTORY     - 1990     GOOD             USPSQD
 RK0383  HISTORY     - 19910606 GOOD             USPSQD
 RK0383
 RK0383                          STATION DESCRIPTION
 RK0383
 RK0383'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0383'3.0 MI NW FROM MCFARLAND.
 RK0383'3.0 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0383'COUNTY ROAD 444 AT MCFARLAND, 4.6 MILES NORTH OF THE MARQUETTE DELTA
 RK0383'COUNTY LINE, 3 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY M 35
 RK0383'AND CO. RD. 444, 30.6 FT. WEST CENTERLINE OF HIGHWAY, 4.5 FT. BELOW
 RK0383'ROAD SURFACE, 0.33 FT. WEST OF EAST FACE, AND 0.25 FT. NORTH OF
 RK0383'EXTENDED ANGLE OF MAIN BODY AND SOUTH WINGWALL OF A 6 FT. CONCRETE
 RK0383'CULVERT.
 RK0383
 RK0383                          STATION RECOVERY (1990)
 RK0383
 RK0383'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0383'RECOVERED IN GOOD CONDITION.
 RK0383
 RK0383                          STATION RECOVERY (1991)
 RK0383
 RK0383'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 RK0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0384 ***********************************************************************
 RK0384  DESIGNATION -  LSC 7 B 37
 RK0384  PID         -  RK0384
 RK0384  STATE/COUNTY-  MI/MARQUETTE
 RK0384  USGS QUAD   -  HELENA (1989)
 RK0384
 RK0384                         *CURRENT SURVEY CONTROL
 RK0384  ___________________________________________________________________
 RK0384* NAD 83(1986)-  46 14 00.     (N)    087 17 01.     (W)     SCALED    
 RK0384* NAVD 88     -       344.185  (meters)    1129.21   (feet)  ADJUSTED  
 RK0384  ___________________________________________________________________
 RK0384  GEOID HEIGHT-         -34.57  (meters)                     GEOID03
 RK0384  DYNAMIC HT  -         344.192 (meters)    1129.24  (feet)  COMP
 RK0384  MODELED GRAV-     980,626.6   (mgal)                       NAVD 88
 RK0384
 RK0384  VERT ORDER  -  FIRST     CLASS 0
 RK0384
 RK0384.The horizontal coordinates were scaled from a topographic map and have
 RK0384.an estimated accuracy of +/- 6 seconds.
 RK0384
 RK0384.The orthometric height was determined by differential leveling
 RK0384.and adjusted by the National Geodetic Survey in June 1991..
 RK0384
 RK0384.The geoid height was determined by GEOID03.
 RK0384
 RK0384.The dynamic height is computed by dividing the NAVD 88
 RK0384.geopotential number by the normal gravity value computed on the
 RK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0384.degrees latitude (g = 980.6199 gals.).
 RK0384
 RK0384.The modeled gravity was interpolated from observed gravity values.
 RK0384
 RK0384;                    North         East    Units  Estimated Accuracy
 RK0384;SPC MI N     -   161,200.    7,978,130.      MT  (+/- 180 meters Scaled)
 RK0384
 RK0384                          SUPERSEDED SURVEY CONTROL
 RK0384
 RK0384.No superseded survey control is available for this station.
 RK0384
 RK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS781200(NAD 83)
 RK0384_MARKER: I = METAL ROD
 RK0384_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RK0384+WITH SETTING: INTO GROUND
 RK0384_SP_SET: METAL ROD WITH BASE PLATE
 RK0384_PROJECTION: FLUSH
 RK0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0384+STABILITY: SURFACE MOTION
 RK0384_ROD/PIPE-DEPTH: 0.91 meters
 RK0384
 RK0384  HISTORY     - Date     Condition        Report By
 RK0384  HISTORY     - 1975     MONUMENTED       NOS
 RK0384
 RK0384                          STATION DESCRIPTION
 RK0384
 RK0384'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0384'4.65 MI NW FROM MCFARLAND.
 RK0384'4.65 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0384'COUNTY ROAD 444 AT MCFARLAND, 6.25 MILES NORTH OF THE MARQUETTE DELTA
 RK0384'COUNTY LINE, 1.0 MILE SOUTH FROM SAWMILL CREEK, ON WEST SIDE OF
 RK0384'HIGHWAY, AT A GRAVEL DRIVE LEADING TO A DWELLING ON FARM OF JOHN
 RK0384'GILL, 85.6 FT. WEST OF HIGHWAY, 24.3 FT. SOUTH OF NORTH GATE POST,
 RK0384'18.4 FT. SOUTHWESTERLY OF SOUTH GATE POST, 10.8 FT. SOUTH OF
 RK0384'CENTERLINE OF DRIVE, 3 FT. BELOW HIGHWAY, 1 FT. BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0385 ***********************************************************************
 RK0385  DESIGNATION -  LSC 7 B 38
 RK0385  PID         -  RK0385
 RK0385  STATE/COUNTY-  MI/MARQUETTE
 RK0385  USGS QUAD   -  HELENA (1989)
 RK0385
 RK0385                         *CURRENT SURVEY CONTROL
 RK0385  ___________________________________________________________________
 RK0385* NAD 83(1986)-  46 14 48.     (N)    087 17 31.     (W)     SCALED    
 RK0385* NAVD 88     -       337.840  (meters)    1108.40   (feet)  ADJUSTED  
 RK0385  ___________________________________________________________________
 RK0385  GEOID HEIGHT-         -34.56  (meters)                     GEOID03
 RK0385  DYNAMIC HT  -         337.847 (meters)    1108.42  (feet)  COMP
 RK0385  MODELED GRAV-     980,627.0   (mgal)                       NAVD 88
 RK0385
 RK0385  VERT ORDER  -  FIRST     CLASS 0
 RK0385
 RK0385.The horizontal coordinates were scaled from a topographic map and have
 RK0385.an estimated accuracy of +/- 6 seconds.
 RK0385
 RK0385.The orthometric height was determined by differential leveling
 RK0385.and adjusted by the National Geodetic Survey in June 1991..
 RK0385
 RK0385.The geoid height was determined by GEOID03.
 RK0385
 RK0385.The dynamic height is computed by dividing the NAVD 88
 RK0385.geopotential number by the normal gravity value computed on the
 RK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0385.degrees latitude (g = 980.6199 gals.).
 RK0385
 RK0385.The modeled gravity was interpolated from observed gravity values.
 RK0385
 RK0385;                    North         East    Units  Estimated Accuracy
 RK0385;SPC MI N     -   162,680.    7,977,490.      MT  (+/- 180 meters Scaled)
 RK0385
 RK0385                          SUPERSEDED SURVEY CONTROL
 RK0385
 RK0385.No superseded survey control is available for this station.
 RK0385
 RK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS774214(NAD 83)
 RK0385_MARKER: B = BOLT
 RK0385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0385_SP_SET: CONCRETE
 RK0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0385
 RK0385  HISTORY     - Date     Condition        Report By
 RK0385  HISTORY     - 1975     MONUMENTED       NOS
 RK0385  HISTORY     - 1990     GOOD             USPSQD
 RK0385
 RK0385                          STATION DESCRIPTION
 RK0385
 RK0385'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0385'5.65 MI NW FROM MCFARLAND.
 RK0385'5.65 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0385'COUNTY ROAD 444 AT MCFARLAND, 7.25 MILES NORTH OF THE MARQUETTE DELTA
 RK0385'COUNTY LINE, 5.6 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY
 RK0385'M 35 AND CO. RD. 444, AT SAWMILL CREEK, 41.0 FT. NORTHEAST CENTERLINE
 RK0385'OF HIGHWAY, 25.5 FT. NORTHWEST OF EXTENDED CENTERLINE OF A ROUND STEEL
 RK0385'CULVERT, ON A 3 FT. BY 2 FT. CONCRETE SLAB.
 RK0385
 RK0385                          STATION RECOVERY (1990)
 RK0385
 RK0385'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0386 ***********************************************************************
 RK0386  DESIGNATION -  LSC 7 B 39
 RK0386  PID         -  RK0386
 RK0386  STATE/COUNTY-  MI/MARQUETTE
 RK0386  USGS QUAD   -  LITTLE LAKE (1985)
 RK0386
 RK0386                         *CURRENT SURVEY CONTROL
 RK0386  ___________________________________________________________________
 RK0386* NAD 83(1986)-  46 15 30.     (N)    087 18 01.     (W)     SCALED    
 RK0386* NAVD 88     -       338.610  (meters)    1110.92   (feet)  ADJUSTED  
 RK0386  ___________________________________________________________________
 RK0386  GEOID HEIGHT-         -34.55  (meters)                     GEOID03
 RK0386  DYNAMIC HT  -         338.617 (meters)    1110.95  (feet)  COMP
 RK0386  MODELED GRAV-     980,627.5   (mgal)                       NAVD 88
 RK0386
 RK0386  VERT ORDER  -  FIRST     CLASS 0
 RK0386
 RK0386.The horizontal coordinates were scaled from a topographic map and have
 RK0386.an estimated accuracy of +/- 6 seconds.
 RK0386
 RK0386.The orthometric height was determined by differential leveling
 RK0386.and adjusted by the National Geodetic Survey in June 1991..
 RK0386
 RK0386.The geoid height was determined by GEOID03.
 RK0386
 RK0386.The dynamic height is computed by dividing the NAVD 88
 RK0386.geopotential number by the normal gravity value computed on the
 RK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0386.degrees latitude (g = 980.6199 gals.).
 RK0386
 RK0386.The modeled gravity was interpolated from observed gravity values.
 RK0386
 RK0386;                    North         East    Units  Estimated Accuracy
 RK0386;SPC MI N     -   163,980.    7,976,850.      MT  (+/- 180 meters Scaled)
 RK0386
 RK0386                          SUPERSEDED SURVEY CONTROL
 RK0386
 RK0386.No superseded survey control is available for this station.
 RK0386
 RK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS768227(NAD 83)
 RK0386_MARKER: I = METAL ROD
 RK0386_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0386_SP_SET: COPPER-CLAD STEEL ROD
 RK0386_PROJECTION: FLUSH
 RK0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0386_ROD/PIPE-DEPTH: 9.14 meters
 RK0386
 RK0386  HISTORY     - Date     Condition        Report By
 RK0386  HISTORY     - 1975     MONUMENTED       NOS
 RK0386  HISTORY     - 19950726 MARK NOT FOUND   USPSQD
 RK0386
 RK0386                          STATION DESCRIPTION
 RK0386
 RK0386'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0386'6.65 MI NW FROM MCFARLAND.
 RK0386'6.65 MILES NORTHWEST ALONG STATE HIGHWAY M 35 FROM THE INTERSECTION OF
 RK0386'COUNTY ROAD 444 AT MCFARLAND, 8.25 MILES NORTH OF THE MARQUETTE DELTA
 RK0386'COUNTY LINE, 1 MILE NORTH OF SAWMILL CREEK, 81 FT. NORTHEAST
 RK0386'CENTERLINE OF HIGHWAY, 6.25 FT. SOUTHEAST OF UTILITY POLE NUMBER 3920,
 RK0386'IN LINE WITH UTILITY WIRES, 8 INCHES BELOW GROUND SURFACE,
 RK0386
 RK0386                          STATION RECOVERY (1995)
 RK0386
 RK0386'RECOVERY NOTE BY US POWER SQUADRON 1995
 RK0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0554 ***********************************************************************
 QK0554  DESIGNATION -  LSC 7 B 4
 QK0554  PID         -  QK0554
 QK0554  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0554  USGS QUAD   -  SEUL CHOIX POINT (1972)
 QK0554
 QK0554                         *CURRENT SURVEY CONTROL
 QK0554  ___________________________________________________________________
 QK0554* NAD 83(1986)-  45 58 24.     (N)    085 57 30.     (W)     SCALED    
 QK0554* NAVD 88     -       187.579  (meters)     615.42   (feet)  ADJUSTED  
 QK0554  ___________________________________________________________________
 QK0554  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 QK0554  DYNAMIC HT  -         187.587 (meters)     615.44  (feet)  COMP
 QK0554  MODELED GRAV-     980,652.1   (mgal)                       NAVD 88
 QK0554
 QK0554  VERT ORDER  -  FIRST     CLASS 0
 QK0554
 QK0554.The horizontal coordinates were scaled from a topographic map and have
 QK0554.an estimated accuracy of +/- 6 seconds.
 QK0554
 QK0554.The orthometric height was determined by differential leveling
 QK0554.and adjusted by the National Geodetic Survey in June 1991..
 QK0554
 QK0554.The geoid height was determined by GEOID03.
 QK0554
 QK0554.The dynamic height is computed by dividing the NAVD 88
 QK0554.geopotential number by the normal gravity value computed on the
 QK0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0554.degrees latitude (g = 980.6199 gals.).
 QK0554
 QK0554.The modeled gravity was interpolated from observed gravity values.
 QK0554
 QK0554;                    North         East    Units  Estimated Accuracy
 QK0554;SPC MI N     -   132,790.    8,080,720.      MT  (+/- 180 meters Scaled)
 QK0554
 QK0554                          SUPERSEDED SURVEY CONTROL
 QK0554
 QK0554.No superseded survey control is available for this station.
 QK0554
 QK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER806916(NAD 83)
 QK0554_MARKER: N = NAIL
 QK0554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0554_SP_SET: CULVERT
 QK0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0554+STABILITY: SURFACE MOTION
 QK0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0554+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 QK0554
 QK0554  HISTORY     - Date     Condition        Report By
 QK0554  HISTORY     - 1975     MONUMENTED       NOS
 QK0554  HISTORY     - 20060915 GOOD             USPSQD
 QK0554
 QK0554                          STATION DESCRIPTION
 QK0554
 QK0554'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0554'5.3 KM (3.3 MI) SOUTH FROM GULLIVER.
 QK0554'5.3 KM (3.3 MI) SOUTHERLY ALONG COUNTY ROAD 432 (PORT INLAND ROAD)
 QK0554'FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 IN
 QK0554'GULLIVER, 26.5 METERS (86.9 FT) WEST OF U.P. NO.981, 18.2 METERS
 QK0554'(59.7 FT) E OF THE NE CORNER OF A RED SPLIT LOG BUILDING, 8.7 METERS
 QK0554'(28.7 FT) SW CENTERLINE OF HIGHWAY, 2.0 METERS (6.6 FT) EAST OF WEST
 QK0554'FACE, AND 0.3 METER (1 FT) WEST OF EAST FACE OF CULVERT. TOP OF A 1/2
 QK0554'INCH DIAMETER BRASS PIN SET IN CONCRETE.
 QK0554
 QK0554                          STATION RECOVERY (2006)
 QK0554
 QK0554'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0387 ***********************************************************************
 RK0387  DESIGNATION -  LSC 7 B 40
 RK0387  PID         -  RK0387
 RK0387  STATE/COUNTY-  MI/MARQUETTE
 RK0387  USGS QUAD   -  LITTLE LAKE (1985)
 RK0387
 RK0387                         *CURRENT SURVEY CONTROL
 RK0387  ___________________________________________________________________
 RK0387* NAD 83(1986)-  46 16 18.     (N)    087 18 31.     (W)     SCALED    
 RK0387* NAVD 88     -       340.642  (meters)    1117.59   (feet)  ADJUSTED  
 RK0387  ___________________________________________________________________
 RK0387  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 RK0387  DYNAMIC HT  -         340.650 (meters)    1117.62  (feet)  COMP
 RK0387  MODELED GRAV-     980,629.1   (mgal)                       NAVD 88
 RK0387
 RK0387  VERT ORDER  -  FIRST     CLASS 0
 RK0387
 RK0387.The horizontal coordinates were scaled from a topographic map and have
 RK0387.an estimated accuracy of +/- 6 seconds.
 RK0387
 RK0387.The orthometric height was determined by differential leveling
 RK0387.and adjusted by the National Geodetic Survey in June 1991..
 RK0387
 RK0387.The geoid height was determined by GEOID03.
 RK0387
 RK0387.The dynamic height is computed by dividing the NAVD 88
 RK0387.geopotential number by the normal gravity value computed on the
 RK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0387.degrees latitude (g = 980.6199 gals.).
 RK0387
 RK0387.The modeled gravity was interpolated from observed gravity values.
 RK0387
 RK0387;                    North         East    Units  Estimated Accuracy
 RK0387;SPC MI N     -   165,470.    7,976,210.      MT  (+/- 180 meters Scaled)
 RK0387
 RK0387                          SUPERSEDED SURVEY CONTROL
 RK0387
 RK0387.No superseded survey control is available for this station.
 RK0387
 RK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS762242(NAD 83)
 RK0387_MARKER: I = METAL ROD
 RK0387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0387_SP_SET: COPPER-CLAD STEEL ROD
 RK0387_PROJECTION: FLUSH
 RK0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0387_ROD/PIPE-DEPTH: 3.05 meters
 RK0387
 RK0387  HISTORY     - Date     Condition        Report By
 RK0387  HISTORY     - 1975     MONUMENTED       NOS
 RK0387
 RK0387                          STATION DESCRIPTION
 RK0387
 RK0387'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0387'1.8 MI SW FROM LITTLE LAKE.
 RK0387'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY M 35 FROM THE CHICAGO AND
 RK0387'NORTHWESTERN RAILWAY STATION AT LITTLE LAKE, 9.25 MILES NORTH ALONG
 RK0387'STATE HIGHWAY M 35 FROM THE MARQUETTE DELTA COUNTY LINE, 1.6 MILES
 RK0387'MILES SOUTH FROM THE LAKE HAVEN ESTATES, ON SOUTH SIDE OF DIRT ROAD
 RK0387'TO FORMER CVR RAILROAD STATION, 83.3 FT. NORTHEAST CENTERLINE OF
 RK0387'HIGHWAY, 43.6 FT. EAST OF SOUTHEAST EDGE OF ROUND CONCRETE CULVERT
 RK0387'UNDER DIRT ROAD, 29.4 FT. SOUTHERLY OF CENTERLINE OF DIRT ROAD, 5.5
 RK0387'FT. SOUTHERLY OF AND IN LINE WITH UTILITY POLE NUMBER 3956, 6 FT.
 RK0387'BELOW HIGHWAY SURFACE, 2.5 FT. BELOW GROUND SURFACE, IN A CONCRETE
 RK0387'PROTECTOR WITH COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0388 ***********************************************************************
 RK0388  DESIGNATION -  LSC 7 B 41
 RK0388  PID         -  RK0388
 RK0388  STATE/COUNTY-  MI/MARQUETTE
 RK0388  USGS QUAD   -  LITTLE LAKE (1985)
 RK0388
 RK0388                         *CURRENT SURVEY CONTROL
 RK0388  ___________________________________________________________________
 RK0388* NAD 83(1986)-  46 17 18.     (N)    087 20 01.     (W)     SCALED    
 RK0388* NAVD 88     -       343.539  (meters)    1127.09   (feet)  ADJUSTED  
 RK0388  ___________________________________________________________________
 RK0388  GEOID HEIGHT-         -34.50  (meters)                     GEOID03
 RK0388  DYNAMIC HT  -         343.549 (meters)    1127.13  (feet)  COMP
 RK0388  MODELED GRAV-     980,633.5   (mgal)                       NAVD 88
 RK0388
 RK0388  VERT ORDER  -  FIRST     CLASS 0
 RK0388
 RK0388.The horizontal coordinates were scaled from a topographic map and have
 RK0388.an estimated accuracy of +/- 6 seconds.
 RK0388
 RK0388.The orthometric height was determined by differential leveling
 RK0388.and adjusted by the National Geodetic Survey in June 1991..
 RK0388
 RK0388.The geoid height was determined by GEOID03.
 RK0388
 RK0388.The dynamic height is computed by dividing the NAVD 88
 RK0388.geopotential number by the normal gravity value computed on the
 RK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0388.degrees latitude (g = 980.6199 gals.).
 RK0388
 RK0388.The modeled gravity was interpolated from observed gravity values.
 RK0388
 RK0388;                    North         East    Units  Estimated Accuracy
 RK0388;SPC MI N     -   167,330.    7,974,300.      MT  (+/- 180 meters Scaled)
 RK0388
 RK0388                          SUPERSEDED SURVEY CONTROL
 RK0388
 RK0388.No superseded survey control is available for this station.
 RK0388
 RK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS743261(NAD 83)
 RK0388_MARKER: DD = SURVEY DISK
 RK0388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0388_SP_SET: CONCRETE
 RK0388_STAMPING: LSC 7B41 1975 AC
 RK0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0388
 RK0388  HISTORY     - Date     Condition        Report By
 RK0388  HISTORY     - 1975     MONUMENTED       NOS
 RK0388  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 RK0388
 RK0388                          STATION DESCRIPTION
 RK0388
 RK0388'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0388'IN LITTLE LAKE.
 RK0388'AT LITTLE LAKE, AT THE CHICAGO AND NORTHWESTERN RAILROAD STATION,
 RK0388'11.2 MILES NORTH ALONG STATE HIGHWAY M 35 FROM THE MARQUETTE DELTA
 RK0388'COUNTY LINE, EAST OF STATE HIGHWAY M 35 AND NORTH OF CO. RD. 343,
 RK0388'86.7 FT. EAST OF UTILITY POLE NUMBER 4028, 81.3 FT. NORTH OF UTILITY
 RK0388'POLE NUMBER 4027, 69.7 FT. SOUTHWEST OF A UTILITY POLE, 13.7 FT.
 RK0388'NORTHEAST OF THE CHICAGO AND NORTHWESTERN RAILROAD MAIN TRACK,
 RK0388'1.55 FT. SOUTHEAST OF NORTHWEST FACE AND 0.95 FT. SOUTHWEST OF
 RK0388'NORTHEAST FACE OF A 2 AND ONE HALF FT. SQUARE CONCRETE FOUNDATION
 RK0388'OF FORMER WATER TANK, 1.5 FT. ABOVE GROUND.
 RK0388
 RK0388                          STATION RECOVERY (1991)
 RK0388
 RK0388'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0390 ***********************************************************************
 RK0390  DESIGNATION -  LSC 7 B 42
 RK0390  PID         -  RK0390
 RK0390  STATE/COUNTY-  MI/MARQUETTE
 RK0390  USGS QUAD   -  GWINN (1975)
 RK0390
 RK0390                         *CURRENT SURVEY CONTROL
 RK0390  ___________________________________________________________________
 RK0390* NAD 83(1986)-  46 18 18.     (N)    087 22 37.     (W)     SCALED    
 RK0390* NAVD 88     -       349.476  (meters)    1146.57   (feet)  ADJUSTED  
 RK0390  ___________________________________________________________________
 RK0390  GEOID HEIGHT-         -34.42  (meters)                     GEOID03
 RK0390  DYNAMIC HT  -         349.487 (meters)    1146.61  (feet)  COMP
 RK0390  MODELED GRAV-     980,635.7   (mgal)                       NAVD 88
 RK0390
 RK0390  VERT ORDER  -  FIRST     CLASS 0
 RK0390
 RK0390.The horizontal coordinates were scaled from a topographic map and have
 RK0390.an estimated accuracy of +/- 6 seconds.
 RK0390
 RK0390.The orthometric height was determined by differential leveling
 RK0390.and adjusted by the National Geodetic Survey in June 1991..
 RK0390
 RK0390.The geoid height was determined by GEOID03.
 RK0390
 RK0390.The dynamic height is computed by dividing the NAVD 88
 RK0390.geopotential number by the normal gravity value computed on the
 RK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0390.degrees latitude (g = 980.6199 gals.).
 RK0390
 RK0390.The modeled gravity was interpolated from observed gravity values.
 RK0390
 RK0390;                    North         East    Units  Estimated Accuracy
 RK0390;SPC MI N     -   169,190.    7,970,960.      MT  (+/- 180 meters Scaled)
 RK0390
 RK0390                          SUPERSEDED SURVEY CONTROL
 RK0390
 RK0390.No superseded survey control is available for this station.
 RK0390
 RK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS709280(NAD 83)
 RK0390_MARKER: I = METAL ROD
 RK0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0390_SP_SET: COPPER-CLAD STEEL ROD
 RK0390_PROJECTION: RECESSED 25 CENTIMETERS
 RK0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0390+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 RK0390_ROD/PIPE-DEPTH: 7.62 meters
 RK0390
 RK0390  HISTORY     - Date     Condition        Report By
 RK0390  HISTORY     - 1975     MONUMENTED       NOS
 RK0390  HISTORY     - 20000525 GOOD             MIDT
 RK0390  HISTORY     - 20041101 GOOD             USPSQD
 RK0390  HISTORY     - 20060716 GOOD             USPSQD
 RK0390
 RK0390                          STATION DESCRIPTION
 RK0390
 RK0390'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0390'2.25 MI NW FROM LITTLE LAKE.
 RK0390'2.25 MILES NORTHWEST ALONG THE CHICAGO AND NORTHWESTERN RAILROAD
 RK0390'FROM THE STATION AT LITTLE LAKE, 2.1 MILE NORTHWEST OF CO. RD.
 RK0390'456, AT SWANZY LAKE RD. 97 FT. SOUTHWEST OF CENTERLINE OF TRACK,
 RK0390'25.5 FT. NORTHWEST CENTERLINE OF SWANZY LAKE RD., 4.7 FT. WEST OF
 RK0390'UTILITY POLE NUMBER 4116, 10 INCHES BELOW GROUND SURFACE.
 RK0390
 RK0390                          STATION RECOVERY (2000)
 RK0390
 RK0390'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0390'FROM JUNCTION OF HWY'S M35 AND M553 GO 1 MI -E- ALONG HWY 35, THENCE 2
 RK0390'MILE -N- ALONG MARSHALL DR (FORMALLY 553), THENCE 0.8 MI -NE- ALONG
 RK0390'(GRAVEL) SWANZY LAKE RD TO RAILROAD AND MARK ON LEFT.  97 FT -S- OF
 RK0390'C/L RR, 59.4 GT -W- OF GAS LINE MARKER, 4.6 FT -W- OF CUTOFF POLE, 1
 RK0390'FT -W- OF WITNESS POST, 0.8 FT BELOW GROUND ENCASSED IN CONCRETE PIPE.
 RK0390' 
 RK0390
 RK0390                          STATION RECOVERY (2004)
 RK0390
 RK0390'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0390'RECOVERED IN GOOD CONDITION.
 RK0390
 RK0390                          STATION RECOVERY (2006)
 RK0390
 RK0390'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0391 ***********************************************************************
 RK0391  DESIGNATION -  LSC 7 B 43
 RK0391  PID         -  RK0391
 RK0391  STATE/COUNTY-  MI/MARQUETTE
 RK0391  USGS QUAD   -  GWINN (1975)
 RK0391
 RK0391                         *CURRENT SURVEY CONTROL
 RK0391  ___________________________________________________________________
 RK0391* NAD 83(1986)-  46 18 30.     (N)    087 23 31.     (W)     SCALED    
 RK0391* NAVD 88     -       349.059  (meters)    1145.20   (feet)  ADJUSTED  
 RK0391  ___________________________________________________________________
 RK0391  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 RK0391  DYNAMIC HT  -         349.070 (meters)    1145.24  (feet)  COMP
 RK0391  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 RK0391
 RK0391  VERT ORDER  -  FIRST     CLASS 0
 RK0391
 RK0391.The horizontal coordinates were scaled from a topographic map and have
 RK0391.an estimated accuracy of +/- 6 seconds.
 RK0391
 RK0391.The orthometric height was determined by differential leveling
 RK0391.and adjusted by the National Geodetic Survey in June 1991..
 RK0391
 RK0391.The geoid height was determined by GEOID03.
 RK0391
 RK0391.The dynamic height is computed by dividing the NAVD 88
 RK0391.geopotential number by the normal gravity value computed on the
 RK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0391.degrees latitude (g = 980.6199 gals.).
 RK0391
 RK0391.The modeled gravity was interpolated from observed gravity values.
 RK0391
 RK0391;                    North         East    Units  Estimated Accuracy
 RK0391;SPC MI N     -   169,570.    7,969,810.      MT  (+/- 180 meters Scaled)
 RK0391
 RK0391                          SUPERSEDED SURVEY CONTROL
 RK0391
 RK0391.No superseded survey control is available for this station.
 RK0391
 RK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS698283(NAD 83)
 RK0391_MARKER: I = METAL ROD
 RK0391_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0391_SP_SET: COPPER-CLAD STEEL ROD
 RK0391_PROJECTION: FLUSH
 RK0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0391+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2006
 RK0391_ROD/PIPE-DEPTH: 4.57 meters
 RK0391
 RK0391  HISTORY     - Date     Condition        Report By
 RK0391  HISTORY     - 1975     MONUMENTED       NOS
 RK0391  HISTORY     - 20000525 GOOD             MIDT
 RK0391  HISTORY     - 20041101 GOOD             USPSQD
 RK0391  HISTORY     - 20060716 GOOD             USPSQD
 RK0391
 RK0391                          STATION DESCRIPTION
 RK0391
 RK0391'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0391'2.0 MI SOUTH FROM K I SAWYER AFBB.
 RK0391'2 MILES SOUTH ALONG COUNTY ROAD 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0391'SAWYER AFB, 51.5 FT. EAST CENTERLINE OF CO. RD. 553, 42 FT.
 RK0391'NORTH OF SWANZY LAKE RD., 15 FT. WEST OF A DIRT TRAIL, 12.3 FT.
 RK0391'SOUTHWEST OF A 4 INCH PINE, 4.5 FT. BELOW ROAD SURFACE 1 FT. BELOW
 RK0391'GROUND SURFACE.
 RK0391
 RK0391                          STATION RECOVERY (2000)
 RK0391
 RK0391'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0391'FROM JUNCTION OF HWY'S M35 AND M553 GO 1 MI -E- ALONG HWY 35, THENCE 2
 RK0391'MILE -N- ALONG MARSHALL DR (FORMALLY 553) TO SWANZY LAKE RD AND MARK
 RK0391'-NE- OF INTERSECTION. 51.5 FT -E- OF C/L MARSHALL DR, 42 FT -N- OF C/L
 RK0391'GRAVEL RD, 30.2 FT -W- OF STOP SIGN, 15 FT -W- OF ATV TRAIL, 1 FT -N-
 RK0391'OF WITNESS POST, 1 FT BELOW GROUND ENCASED CONCRETE PIPE.
 RK0391
 RK0391                          STATION RECOVERY (2004)
 RK0391
 RK0391'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0391'RECOVERED IN GOOD CONDITION.
 RK0391
 RK0391                          STATION RECOVERY (2006)
 RK0391
 RK0391'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0392 ***********************************************************************
 RK0392  DESIGNATION -  LSC 7 B 44
 RK0392  PID         -  RK0392
 RK0392  STATE/COUNTY-  MI/MARQUETTE
 RK0392  USGS QUAD   -  GWINN (1975)
 RK0392
 RK0392                         *CURRENT SURVEY CONTROL
 RK0392  ___________________________________________________________________
 RK0392* NAD 83(1986)-  46 19 06.     (N)    087 24 19.     (W)     SCALED    
 RK0392* NAVD 88     -       353.258  (meters)    1158.98   (feet)  ADJUSTED  
 RK0392  ___________________________________________________________________
 RK0392  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 RK0392  DYNAMIC HT  -         353.269 (meters)    1159.02  (feet)  COMP
 RK0392  MODELED GRAV-     980,636.2   (mgal)                       NAVD 88
 RK0392
 RK0392  VERT ORDER  -  FIRST     CLASS 0
 RK0392
 RK0392.The horizontal coordinates were scaled from a topographic map and have
 RK0392.an estimated accuracy of +/- 6 seconds.
 RK0392
 RK0392.The orthometric height was determined by differential leveling
 RK0392.and adjusted by the National Geodetic Survey in June 1991..
 RK0392
 RK0392.The geoid height was determined by GEOID03.
 RK0392
 RK0392.The dynamic height is computed by dividing the NAVD 88
 RK0392.geopotential number by the normal gravity value computed on the
 RK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0392.degrees latitude (g = 980.6199 gals.).
 RK0392
 RK0392.The modeled gravity was interpolated from observed gravity values.
 RK0392
 RK0392;                    North         East    Units  Estimated Accuracy
 RK0392;SPC MI N     -   170,690.    7,968,790.      MT  (+/- 180 meters Scaled)
 RK0392
 RK0392                          SUPERSEDED SURVEY CONTROL
 RK0392
 RK0392.No superseded survey control is available for this station.
 RK0392
 RK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS687294(NAD 83)
 RK0392_MARKER: B = BOLT
 RK0392_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0392_SP_SET: CONCRETE
 RK0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0392
 RK0392  HISTORY     - Date     Condition        Report By
 RK0392  HISTORY     - 1975     MONUMENTED       NOS
 RK0392  HISTORY     - 19910611 MARK NOT FOUND   USPSQD
 RK0392  HISTORY     - 20000525 MARK NOT FOUND   MIDT
 RK0392
 RK0392                          STATION DESCRIPTION
 RK0392
 RK0392'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0392'0.8 MI SOUTH FROM K I SAWYER AFB.
 RK0392'0.8 MILE SOUTH ALONG COUNTY ROAD 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0392'SAWYER AFB, OUT THETO INTERSECTION OF THE CHICAGO AND NORTHWESTERN
 RK0392'RAILROAD TRACK, 20.8 FT. EAST CENTERLINE OF ROAD, 10 FT. SOUTHWEST OF
 RK0392'CENTERLINE OF TRACK, ON A 2 FT. SQUARE CONCRETE BASE OF A RAILROAD
 RK0392'CROSSING SIGNAL.
 RK0392
 RK0392                          STATION RECOVERY (1991)
 RK0392
 RK0392'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0392'MARK NOT FOUND.
 RK0392
 RK0392                          STATION RECOVERY (2000)
 RK0392
 RK0392'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0392'553 IS NOW KNOW MARSHALL DR. ROAD DEADENDS AT RAILROAD. A THOROUGH
 RK0392'SEARCH REVEALED NO EVIDENCE OF THE MARK OR THE RAILROAD SIGNALS.
 RK0392'ASSUMED DESTROYED WHEN ROAD -N- WAS ABANDONED FOR SAWYER AFB
 RK0392'EXPANSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0394 ***********************************************************************
 RK0394  DESIGNATION -  LSC 7 B 45
 RK0394  PID         -  RK0394
 RK0394  STATE/COUNTY-  MI/MARQUETTE
 RK0394  USGS QUAD   -  GWINN (1975)
 RK0394
 RK0394                         *CURRENT SURVEY CONTROL
 RK0394  ___________________________________________________________________
 RK0394* NAD 83(1986)-  46 20 47.     (N)    087 24 25.     (W)     SCALED    
 RK0394* NAVD 88     -       357.900  (meters)    1174.21   (feet)  ADJUSTED  
 RK0394  ___________________________________________________________________
 RK0394  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 RK0394  DYNAMIC HT  -         357.913 (meters)    1174.25  (feet)  COMP
 RK0394  MODELED GRAV-     980,640.2   (mgal)                       NAVD 88
 RK0394
 RK0394  VERT ORDER  -  FIRST     CLASS 0
 RK0394
 RK0394.The horizontal coordinates were scaled from a topographic map and have
 RK0394.an estimated accuracy of +/- 6 seconds.
 RK0394
 RK0394.The orthometric height was determined by differential leveling
 RK0394.and adjusted by the National Geodetic Survey in June 1991..
 RK0394
 RK0394.The geoid height was determined by GEOID03.
 RK0394
 RK0394.The dynamic height is computed by dividing the NAVD 88
 RK0394.geopotential number by the normal gravity value computed on the
 RK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0394.degrees latitude (g = 980.6199 gals.).
 RK0394
 RK0394.The modeled gravity was interpolated from observed gravity values.
 RK0394
 RK0394;                    North         East    Units  Estimated Accuracy
 RK0394;SPC MI N     -   173,810.    7,968,680.      MT  (+/- 180 meters Scaled)
 RK0394
 RK0394                          SUPERSEDED SURVEY CONTROL
 RK0394
 RK0394.No superseded survey control is available for this station.
 RK0394
 RK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS686326(NAD 83)
 RK0394_MARKER: I = METAL ROD
 RK0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0394_SP_SET: COPPER-CLAD STEEL ROD
 RK0394_STAMPING: LSC 7 B 45 1975
 RK0394_MARK LOGO: NOS   
 RK0394_PROJECTION: FLUSH
 RK0394_MAGNETIC: I = MARKER IS A STEEL ROD
 RK0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0394+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2006
 RK0394_ROD/PIPE-DEPTH: 4.57 meters
 RK0394
 RK0394  HISTORY     - Date     Condition        Report By
 RK0394  HISTORY     - 1975     MONUMENTED       NOS
 RK0394  HISTORY     - 19970721 GOOD             LOCENG
 RK0394  HISTORY     - 19981216 GOOD             MIDT
 RK0394  HISTORY     - 20060601 GOOD             GEOCAC
 RK0394
 RK0394                          STATION DESCRIPTION
 RK0394
 RK0394'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0394'1.4 MI NORTH FROM K I SAWYER AFB.
 RK0394'1.4 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0394'SAWYER AFB, 130 FT. SOUTHWEST OF UTILITY POLE NO. 10 AND 90 FT.
 RK0394'NORTHWEST OF UTILITY POLE NO. 9 ON EAST SIDE OF HIGHWAY, 35 FT.
 RK0394'WEST CENTERLINE OF HIGHWAY, 7.6 FT. EAST OF A 6 INCH PINE, 6.2
 RK0394'FT. WEST OF A RIGHT OF WAY MARKER, 1 FT. BELOW GROUND SURFACE.
 RK0394
 RK0394                          STATION RECOVERY (1997)
 RK0394
 RK0394'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GCN)
 RK0394'RECOVERED AS DESCRIBED.
 RK0394
 RK0394                          STATION RECOVERY (1998)
 RK0394
 RK0394'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0394'NEW SWANZY, 5.75 MI N ALONG HWY M-553 FROM JUNCTION WITH M-35, THENCE
 RK0394'0.80 MI S (RIGHT) ALONG OLD 553 TO THE MARK ON THE RIGHT.  81 FT N52W
 RK0394'FROM A UTILITY POLE, 45 FT N OF THE END OF BLACKTOP PAVEMENT, 35 FT W
 RK0394'OF THE C/L OF OLD 553, 6.2 FT W OF A HWY PROJECT MARKER, 1 FT E OF A
 RK0394'WITNESS POST, 1.0 FT BELOW GROUND, ENCASSED IN A CONCRETE PIPE.
 RK0394
 RK0394                          STATION RECOVERY (2006)
 RK0394
 RK0394'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 RK0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0395 ***********************************************************************
 RK0395  DESIGNATION -  LSC 7 B 46
 RK0395  PID         -  RK0395
 RK0395  STATE/COUNTY-  MI/MARQUETTE
 RK0395  USGS QUAD   -  GWINN (1975)
 RK0395
 RK0395                         *CURRENT SURVEY CONTROL
 RK0395  ___________________________________________________________________
 RK0395* NAD 83(1986)-  46 22 05.     (N)    087 24 25.     (W)     SCALED    
 RK0395* NAVD 88     -       365.553  (meters)    1199.32   (feet)  ADJUSTED  
 RK0395  ___________________________________________________________________
 RK0395  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 RK0395  DYNAMIC HT  -         365.568 (meters)    1199.37  (feet)  COMP
 RK0395  MODELED GRAV-     980,643.0   (mgal)                       NAVD 88
 RK0395
 RK0395  VERT ORDER  -  FIRST     CLASS 0
 RK0395
 RK0395.The horizontal coordinates were scaled from a topographic map and have
 RK0395.an estimated accuracy of +/- 6 seconds.
 RK0395
 RK0395.The orthometric height was determined by differential leveling
 RK0395.and adjusted by the National Geodetic Survey in June 1991..
 RK0395
 RK0395.The geoid height was determined by GEOID03.
 RK0395
 RK0395.The dynamic height is computed by dividing the NAVD 88
 RK0395.geopotential number by the normal gravity value computed on the
 RK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0395.degrees latitude (g = 980.6199 gals.).
 RK0395
 RK0395.The modeled gravity was interpolated from observed gravity values.
 RK0395
 RK0395;                    North         East    Units  Estimated Accuracy
 RK0395;SPC MI N     -   176,210.    7,968,690.      MT  (+/- 180 meters Scaled)
 RK0395
 RK0395                          SUPERSEDED SURVEY CONTROL
 RK0395
 RK0395.No superseded survey control is available for this station.
 RK0395
 RK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS686350(NAD 83)
 RK0395_MARKER: I = METAL ROD
 RK0395_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0395_SP_SET: COPPER-CLAD STEEL ROD
 RK0395_PROJECTION: FLUSH
 RK0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0395_ROD/PIPE-DEPTH: 6.10 meters
 RK0395
 RK0395  HISTORY     - Date     Condition        Report By
 RK0395  HISTORY     - 1975     MONUMENTED       NOS
 RK0395  HISTORY     - 19970721 MARK NOT FOUND   LOCENG
 RK0395  HISTORY     - 19981216 MARK NOT FOUND   MIDT
 RK0395
 RK0395                          STATION DESCRIPTION
 RK0395
 RK0395'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0395'2.9 MI NORTH FROM K I SAWYER AFB.
 RK0395'2.9 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0395'SAWYER AFB, 71 FT. WEST OF UTILITY POLE NUMBER 7131 ON EAST SIDE
 RK0395'OF HIGHWAY, 50 FT. SOUTH OF CENTERLINE OF DIRT FIRE LANE WHICH RUNS
 RK0395'IN A NORTHWESTERLY DIRECTION, 45.3 FT. NORTH CENTERLINE OF EAST WEST
 RK0395'FIRE LANE, 43 FT. WEST CENTERLINE OF CO. RD. 553, 21 FT. EAST OF
 RK0395'4 INCH PINE, 1 FT. BELOW GROUND SURFACE.
 RK0395
 RK0395                          STATION RECOVERY (1997)
 RK0395
 RK0395'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (GNV)
 RK0395'SEARCHED EXTENSIVELY FOR THIS STATION BUT UNABLE TO FIND.  I THINK
 RK0395'THIS MONUMENT WAS PROBABLY TORN OUT DURING NEW COUNTY ROAD
 RK0395'CONSTRUCTION.  THE ES 7 BM STICKS UP ABOVE GROUND AND IS NOW ON A
 RK0395'SMALL RISE - REMAINDER OF OLD ROAD BED LOOKS TO HAVE BEEN EXECAVATED
 RK0395'OUT FOR NEW ROAD BED FILL.
 RK0395
 RK0395                          STATION RECOVERY (1998)
 RK0395
 RK0395'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0395'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  MARK IS ASSUMED
 RK0395'DESTROYED AND BURIED WHEN THE NEW ROAD WAS MOVED 40 FT WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0396 ***********************************************************************
 RK0396  DESIGNATION -  LSC 7 B 47
 RK0396  PID         -  RK0396
 RK0396  STATE/COUNTY-  MI/MARQUETTE
 RK0396  USGS QUAD   -  SANDS (1975)
 RK0396
 RK0396                         *CURRENT SURVEY CONTROL
 RK0396  ___________________________________________________________________
 RK0396* NAD 83(1986)-  46 22 48.     (N)    087 25 48.     (W)     SCALED    
 RK0396* NAVD 88     -       364.433  (meters)    1195.64   (feet)  ADJUSTED  
 RK0396  ___________________________________________________________________
 RK0396  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 RK0396  DYNAMIC HT  -         364.448 (meters)    1195.69  (feet)  COMP
 RK0396  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 RK0396
 RK0396  VERT ORDER  -  FIRST     CLASS 0
 RK0396
 RK0396.The horizontal coordinates were scaled from a topographic map and have
 RK0396.an estimated accuracy of +/- 6 seconds.
 RK0396
 RK0396.The orthometric height was determined by differential leveling
 RK0396.and adjusted by the National Geodetic Survey in June 1991..
 RK0396
 RK0396.The geoid height was determined by GEOID03.
 RK0396
 RK0396.The dynamic height is computed by dividing the NAVD 88
 RK0396.geopotential number by the normal gravity value computed on the
 RK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0396.degrees latitude (g = 980.6199 gals.).
 RK0396
 RK0396.The modeled gravity was interpolated from observed gravity values.
 RK0396
 RK0396;                    North         East    Units  Estimated Accuracy
 RK0396;SPC MI N     -   177,550.    7,966,920.      MT  (+/- 180 meters Scaled)
 RK0396
 RK0396                          SUPERSEDED SURVEY CONTROL
 RK0396
 RK0396.No superseded survey control is available for this station.
 RK0396
 RK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS669363(NAD 83)
 RK0396_MARKER: I = METAL ROD
 RK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0396_SP_SET: CONCRETE POST
 RK0396_PROJECTION: RECESSED 10 CENTIMETERS
 RK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0396+STABILITY: SURFACE MOTION
 RK0396
 RK0396  HISTORY     - Date     Condition        Report By
 RK0396  HISTORY     - 1975     MONUMENTED       NOS
 RK0396  HISTORY     - 19981216 MARK NOT FOUND   MIDT
 RK0396  HISTORY     - 20050611 MARK NOT FOUND   GEOCAC
 RK0396
 RK0396                          STATION DESCRIPTION
 RK0396
 RK0396'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0396'4.4 MI NW FROM K I SAWYER AFB.
 RK0396'2.9 MILES NORTH ALONG CO. RD. 553, FROM THE MAIN ENTRANCE TO K.I.
 RK0396'SAWYER AFB, THENCE 1.5 MILES NORTHWEST FROM CO. RD. 553 ALONG A
 RK0396'DIRT FIRE LANE TO POINT WHERE FIRE LANE BECOMES PAVED, 143 FT.
 RK0396'WEST CENTERLINE OF ROAD, 45 FT. EAST OF CENTERLINE OF CHICAGO
 RK0396'AND NORTHWESTERN RAILROAD TRACK, 14.9 FT. WEST OF WEST RAIL OF SPUR
 RK0396'TRACK, 8.8 FT. SOUTH OF A UTILITY POLE, 4.1 FT. SOUTH OF AN OLD STONE
 RK0396'MONUMENT KNOWN AS BENCH MARK NO. 5, 4 INCHES BELOW GROUND SURFACE.
 RK0396
 RK0396                          STATION RECOVERY (1998)
 RK0396
 RK0396'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0396'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 RK0396
 RK0396                          STATION RECOVERY (2005)
 RK0396
 RK0396'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0396'SEARCHED THE AREA BUT WAS UNABLE TO PINPOINT THE LOCATION.  THE NEARBY
 RK0396'REFERENCE POLE IS GONE, MOST OF THE SPUR TRACK HAS BEEN REMOVED
 RK0396'BECAUSE WHAT IS LEFT DOES NOT YEILD 30 FT BETWEEN THEM. THE RAILROAD
 RK0396'WAS REBUILT CIRCA 1995 AND THE AREA WAS USED AS A STORAGE SITE.  TODAY
 RK0396'THERE IS DEBRIS AND DIRT PILES IN THE AREA AS WELL AS A R/R SERVICE
 RK0396'ROAD AND A HOUSE TRAILER NEARBY.
 RK0396' 
 RK0396'LACKING A NORTH/SOUTH REFERENCE SUCH AS THE END OF PAVEMENT, LOCATING
 RK0396'THE MARK WILL BE DIFFICULT.   THE SCALED POSITON WAS OF NO HELP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0397 ***********************************************************************
 RK0397  DESIGNATION -  LSC 7 B 47 A
 RK0397  PID         -  RK0397
 RK0397  STATE/COUNTY-  MI/MARQUETTE
 RK0397  USGS QUAD   -  SANDS (1975)
 RK0397
 RK0397                         *CURRENT SURVEY CONTROL
 RK0397  ___________________________________________________________________
 RK0397* NAD 83(1986)-  46 22 48.     (N)    087 25 48.     (W)     SCALED    
 RK0397* NAVD 88     -       367.253  (meters)    1204.90   (feet)  ADJUSTED  
 RK0397  ___________________________________________________________________
 RK0397  GEOID HEIGHT-         -34.33  (meters)                     GEOID03
 RK0397  DYNAMIC HT  -         367.268 (meters)    1204.95  (feet)  COMP
 RK0397  MODELED GRAV-     980,643.3   (mgal)                       NAVD 88
 RK0397
 RK0397  VERT ORDER  -  FIRST     CLASS 0
 RK0397
 RK0397.The horizontal coordinates were scaled from a topographic map and have
 RK0397.an estimated accuracy of +/- 6 seconds.
 RK0397
 RK0397.The orthometric height was determined by differential leveling
 RK0397.and adjusted by the National Geodetic Survey in June 1991..
 RK0397
 RK0397.The geoid height was determined by GEOID03.
 RK0397
 RK0397.The dynamic height is computed by dividing the NAVD 88
 RK0397.geopotential number by the normal gravity value computed on the
 RK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0397.degrees latitude (g = 980.6199 gals.).
 RK0397
 RK0397.The modeled gravity was interpolated from observed gravity values.
 RK0397
 RK0397;                    North         East    Units  Estimated Accuracy
 RK0397;SPC MI N     -   177,550.    7,966,920.      MT  (+/- 180 meters Scaled)
 RK0397
 RK0397                          SUPERSEDED SURVEY CONTROL
 RK0397
 RK0397.No superseded survey control is available for this station.
 RK0397
 RK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS669363(NAD 83)
 RK0397_MARKER: Z = SEE DESCRIPTION
 RK0397_SETTING: 66 = SET IN ROCK OUTCROP
 RK0397_SP_SET: ROCK OUTCROP
 RK0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0397+STABILITY: POSITION/ELEVATION WELL
 RK0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0397+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2005
 RK0397
 RK0397  HISTORY     - Date     Condition        Report By
 RK0397  HISTORY     - 1975     MONUMENTED       NOS
 RK0397  HISTORY     - 19981216 MARK NOT FOUND   MIDT
 RK0397  HISTORY     - 20050611 GOOD             GEOCAC
 RK0397
 RK0397                          STATION DESCRIPTION
 RK0397
 RK0397'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0397'4.4 MI NW FROM K I SAWYER AFB.
 RK0397'2.9 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0397'SAWYER AFB, THENCE 1.5 MILES NORTHWEST TO APOINT WHERE FIRE LANE
 RK0397'BECOMES PAVED, 112.3 FT. EAST OF A UTILITY POLE ON WEST SIDE OF ROAD
 RK0397'70 FT. SOUTHEAST OF INTERSECTION OF WEST SIDE OF PAVED ROAD AND
 RK0397'CENTERLINE OF A DIRT ROAD RUNNING TO NORTHWEST, 27 FT. EAST OF AN
 RK0397'8 INCH PINE, 3 FT. ABOVE GROUND, BEING HORIZONTAL LINE CUT INTO ONE
 RK0397'HALF INCH DIAMETER BRASS PIN.
 RK0397
 RK0397                          STATION RECOVERY (1998)
 RK0397
 RK0397'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0397'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 RK0397
 RK0397                          STATION RECOVERY (2005)
 RK0397
 RK0397'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0397'NAD83(1986)- 46 22 48.2(N)   087 25 45.4(W) HANDHELD DGPS
 RK0397' 
 RK0397'SANDS, 1.4 MILES WEST THEN SOUTHWEST ALONG STATION RD (AKA COUNTY ROAD
 RK0397'NB) FROM ITS JUNCTION WITH STATE HWY 553.  NEAR THE WEST CORNER OF A
 RK0397'PROMINENT ROCK OUTCROP EAST OF THE ROAD AT THE JUNCTION OF A DIRT ROAD
 RK0397'NORTH-NORTHWEST. THIS LOCATION BEING THE ONLY AREA OF THE ROCK WITH A
 RK0397'VERTICAL FACE.  IT IS ABOUT 300 FT NORTH FROM THE END OF PAVEMENT NOT
 RK0397'AT THE END OF PAVEMENT.
 RK0397' 
 RK0397'A 1/2-INCH BRASS PIN (WITH HORIZONTAL LINE) SET FLUSH WITH THE WEST
 RK0397'FACE OF THE ROCK, 3 FT ABOVE GROUND AT THE FACE OF THE ROCK OUTCROP.
 RK0397' 
 RK0397' 
 RK0397'NOTE--MARK IS ON POSTED PRIVATE PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0398 ***********************************************************************
 RK0398  DESIGNATION -  LSC 7 B 48
 RK0398  PID         -  RK0398
 RK0398  STATE/COUNTY-  MI/MARQUETTE
 RK0398  USGS QUAD   -  SANDS (1975)
 RK0398
 RK0398                         *CURRENT SURVEY CONTROL
 RK0398  ___________________________________________________________________
 RK0398* NAD 83(1986)-  46 23 42.     (N)    087 24 25.     (W)     SCALED    
 RK0398* NAVD 88     -       366.220  (meters)    1201.51   (feet)  ADJUSTED  
 RK0398  ___________________________________________________________________
 RK0398  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 RK0398  DYNAMIC HT  -         366.236 (meters)    1201.56  (feet)  COMP
 RK0398  MODELED GRAV-     980,647.0   (mgal)                       NAVD 88
 RK0398
 RK0398  VERT ORDER  -  FIRST     CLASS 0
 RK0398
 RK0398.The horizontal coordinates were scaled from a topographic map and have
 RK0398.an estimated accuracy of +/- 6 seconds.
 RK0398
 RK0398.The orthometric height was determined by differential leveling
 RK0398.and adjusted by the National Geodetic Survey in June 1991..
 RK0398
 RK0398.The geoid height was determined by GEOID03.
 RK0398
 RK0398.The dynamic height is computed by dividing the NAVD 88
 RK0398.geopotential number by the normal gravity value computed on the
 RK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0398.degrees latitude (g = 980.6199 gals.).
 RK0398
 RK0398.The modeled gravity was interpolated from observed gravity values.
 RK0398
 RK0398;                    North         East    Units  Estimated Accuracy
 RK0398;SPC MI N     -   179,210.    7,968,710.      MT  (+/- 180 meters Scaled)
 RK0398
 RK0398                          SUPERSEDED SURVEY CONTROL
 RK0398
 RK0398.No superseded survey control is available for this station.
 RK0398
 RK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS687380(NAD 83)
 RK0398_MARKER: B = BOLT
 RK0398_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0398_SP_SET: CONCRETE
 RK0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0398+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 RK0398
 RK0398  HISTORY     - Date     Condition        Report By
 RK0398  HISTORY     - 1975     MONUMENTED       NOS
 RK0398  HISTORY     - 19981216 GOOD             MIDT
 RK0398  HISTORY     - 20041009 GOOD             USPSQD
 RK0398  HISTORY     - 20050611 GOOD             GEOCAC
 RK0398
 RK0398                          STATION DESCRIPTION
 RK0398
 RK0398'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0398'4.75 MI NORTH FROM K I SAWYER AFB.
 RK0398'4.75 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0398'SAWYER AFB, 0.75 MILE SOUTH ALONG CO. RD. 553 FROM THE INTERSECTION
 RK0398'OF CO. RD. 553 AND CO. RD. NV, 79.2 FT. WEST FROM ZEPHYR GAS STATION
 RK0398'BUILDING, 40 FT. EAST CENTERLINE OF HIGHWAY, 35.5 FT. SOUTH OF A
 RK0398'12 INCH SPRUCE, ON A TRIANGULAR CONCRETE SIGN BASE, 2 FT. ABOVE
 RK0398'ROAD SURFACE.
 RK0398
 RK0398                          STATION RECOVERY (1998)
 RK0398
 RK0398'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0398'RECOVERED IN GOOD CONDITION.
 RK0398
 RK0398                          STATION RECOVERY (2004)
 RK0398
 RK0398'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0398'RECOVERED IN GOOD CONDITION.
 RK0398
 RK0398                          STATION RECOVERY (2005)
 RK0398
 RK0398'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0399 ***********************************************************************
 RK0399  DESIGNATION -  LSC 7 B 49
 RK0399  PID         -  RK0399
 RK0399  STATE/COUNTY-  MI/MARQUETTE
 RK0399  USGS QUAD   -  SANDS (1975)
 RK0399
 RK0399                         *CURRENT SURVEY CONTROL
 RK0399  ___________________________________________________________________
 RK0399* NAD 83(1986)-  46 24 18.     (N)    087 24 25.     (W)     SCALED    
 RK0399* NAVD 88     -       369.725  (meters)    1213.01   (feet)  ADJUSTED  
 RK0399  ___________________________________________________________________
 RK0399  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 RK0399  DYNAMIC HT  -         369.743 (meters)    1213.07  (feet)  COMP
 RK0399  MODELED GRAV-     980,649.9   (mgal)                       NAVD 88
 RK0399
 RK0399  VERT ORDER  -  FIRST     CLASS 0
 RK0399
 RK0399.The horizontal coordinates were scaled from a topographic map and have
 RK0399.an estimated accuracy of +/- 6 seconds.
 RK0399
 RK0399.The orthometric height was determined by differential leveling
 RK0399.and adjusted by the National Geodetic Survey in June 1991..
 RK0399
 RK0399.The geoid height was determined by GEOID03.
 RK0399
 RK0399.The dynamic height is computed by dividing the NAVD 88
 RK0399.geopotential number by the normal gravity value computed on the
 RK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0399.degrees latitude (g = 980.6199 gals.).
 RK0399
 RK0399.The modeled gravity was interpolated from observed gravity values.
 RK0399
 RK0399;                    North         East    Units  Estimated Accuracy
 RK0399;SPC MI N     -   180,320.    7,968,710.      MT  (+/- 180 meters Scaled)
 RK0399
 RK0399                          SUPERSEDED SURVEY CONTROL
 RK0399
 RK0399.No superseded survey control is available for this station.
 RK0399
 RK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS687391(NAD 83)
 RK0399_MARKER: I = METAL ROD
 RK0399_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0399_SP_SET: COPPER-CLAD STEEL ROD
 RK0399_PROJECTION: FLUSH
 RK0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0399_ROD/PIPE-DEPTH: 6.10 meters
 RK0399
 RK0399  HISTORY     - Date     Condition        Report By
 RK0399  HISTORY     - 1975     MONUMENTED       NOS
 RK0399  HISTORY     - 19991019 GOOD             INDIV
 RK0399
 RK0399                          STATION DESCRIPTION
 RK0399
 RK0399'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0399'5.5 MI NORTH FROM K I SAWYER AFB.
 RK0399'5.5 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0399'SAYWER AFB, AT CO. RD. NV, 75.3 FT. EAST OF CO. RD. 553, 31.5 FT.
 RK0399'SOUTH OF CO. RD. NV, 25.1 FT. NORTHWEST OF THE NORTHWEST CORNER OF
 RK0399'A 2 AND ONE HALF STORY DWELLING, 15.7 FT. SOUTH OF A 10 INCH
 RK0399'BIRCH, 5.6 FT. SOUTH OF A UTILITY POLE, 1 FT. BELOW GROUND SURFACE.
 RK0399
 RK0399                          STATION RECOVERY (1999)
 RK0399
 RK0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1999 (MPR)
 RK0399'ABOUT 4.35 MI SOUTH ALONG STATE HIGHWAY M-553 FROM THE JUNCTION WITH
 RK0399'CO RD 480, IN SE CORNER OF CO RD NV/OLSON RD INTERSECTION, 96 FT E OF
 RK0399'C/L M-553, 45 FT NW OF NW CORNER OF HOUSE, 32 FT S OF C/L CO RD, 6.4
 RK0399'FT SE OF UTILITY POLE WITH WITNESS POST ON WEST SIDE, 0.75 FT BELOW
 RK0399'GROUND LEVEL ENCASSED IN CONCRETE PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0555 ***********************************************************************
 QK0555  DESIGNATION -  LSC 7 B 5
 QK0555  PID         -  QK0555
 QK0555  STATE/COUNTY-  MI/SCHOOLCRAFT
 QK0555  USGS QUAD   -  SEUL CHOIX POINT (1972)
 QK0555
 QK0555                         *CURRENT SURVEY CONTROL
 QK0555  ___________________________________________________________________
 QK0555* NAD 83(1986)-  45 58 24.     (N)    085 59 00.     (W)     SCALED    
 QK0555* NAVD 88     -       187.798  (meters)     616.13   (feet)  ADJUSTED  
 QK0555  ___________________________________________________________________
 QK0555  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 QK0555  DYNAMIC HT  -         187.806 (meters)     616.16  (feet)  COMP
 QK0555  MODELED GRAV-     980,650.9   (mgal)                       NAVD 88
 QK0555
 QK0555  VERT ORDER  -  FIRST     CLASS 0
 QK0555
 QK0555.The horizontal coordinates were scaled from a topographic map and have
 QK0555.an estimated accuracy of +/- 6 seconds.
 QK0555
 QK0555.The orthometric height was determined by differential leveling
 QK0555.and adjusted by the National Geodetic Survey in June 1991..
 QK0555
 QK0555.The geoid height was determined by GEOID03.
 QK0555
 QK0555.The dynamic height is computed by dividing the NAVD 88
 QK0555.geopotential number by the normal gravity value computed on the
 QK0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0555.degrees latitude (g = 980.6199 gals.).
 QK0555
 QK0555.The modeled gravity was interpolated from observed gravity values.
 QK0555
 QK0555;                    North         East    Units  Estimated Accuracy
 QK0555;SPC MI N     -   132,770.    8,078,780.      MT  (+/- 180 meters Scaled)
 QK0555
 QK0555                          SUPERSEDED SURVEY CONTROL
 QK0555
 QK0555.No superseded survey control is available for this station.
 QK0555
 QK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER787915(NAD 83)
 QK0555_MARKER: N = NAIL
 QK0555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 QK0555_SP_SET: CULVERT
 QK0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0555+STABILITY: SURFACE MOTION
 QK0555
 QK0555  HISTORY     - Date     Condition        Report By
 QK0555  HISTORY     - 1975     MONUMENTED       NOS
 QK0555
 QK0555                          STATION DESCRIPTION
 QK0555
 QK0555'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QK0555'0.5 KM (0.35 MI) EAST FROM GULLIVER.
 QK0555'0.56 KM (0.35 MI) E ALONG U.S. HIGHWAY 2 FROM THE POST OFFICE IN
 QK0555'GULLIVER, TO THE INTERSECTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 TO
 QK0555'A STREAM LEADING INTO LAKE MC DONALD ON THE NORTH SIDE OF THE HIGHWAY,
 QK0555'6.2 METERS (20.3 FT) SOUTH OF CENTERLINE OF HIGHWAY, 5.1 METERS
 QK0555'(16.6 FT) SW OF U.P. NO.  L300-35DT, 1.1 METERS (3.6 FT) WEST OF EAST
 QK0555'FACE, 0.4 METERS (1.3 FT) EAST OF WEST FACE OF THE CULVERT. TOP OF A
 QK0555'1/2 INCH DIAMETER BRASS PIN SET IN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0400 ***********************************************************************
 RK0400  DESIGNATION -  LSC 7 B 50
 RK0400  PID         -  RK0400
 RK0400  STATE/COUNTY-  MI/MARQUETTE
 RK0400  USGS QUAD   -  SANDS (1975)
 RK0400
 RK0400                         *CURRENT SURVEY CONTROL
 RK0400  ___________________________________________________________________
 RK0400* NAD 83(1986)-  46 25 12.     (N)    087 24 25.     (W)     SCALED    
 RK0400* NAVD 88     -       363.946  (meters)    1194.05   (feet)  ADJUSTED  
 RK0400  ___________________________________________________________________
 RK0400  GEOID HEIGHT-         -34.40  (meters)                     GEOID03
 RK0400  DYNAMIC HT  -         363.964 (meters)    1194.11  (feet)  COMP
 RK0400  MODELED GRAV-     980,654.4   (mgal)                       NAVD 88
 RK0400
 RK0400  VERT ORDER  -  FIRST     CLASS 0
 RK0400
 RK0400.The horizontal coordinates were scaled from a topographic map and have
 RK0400.an estimated accuracy of +/- 6 seconds.
 RK0400
 RK0400.The orthometric height was determined by differential leveling
 RK0400.and adjusted by the National Geodetic Survey in June 1991..
 RK0400
 RK0400.The geoid height was determined by GEOID03.
 RK0400
 RK0400.The dynamic height is computed by dividing the NAVD 88
 RK0400.geopotential number by the normal gravity value computed on the
 RK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0400.degrees latitude (g = 980.6199 gals.).
 RK0400
 RK0400.The modeled gravity was interpolated from observed gravity values.
 RK0400
 RK0400;                    North         East    Units  Estimated Accuracy
 RK0400;SPC MI N     -   181,990.    7,968,720.      MT  (+/- 180 meters Scaled)
 RK0400
 RK0400                          SUPERSEDED SURVEY CONTROL
 RK0400
 RK0400.No superseded survey control is available for this station.
 RK0400
 RK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS687407(NAD 83)
 RK0400_MARKER: X = CHISELED CROSS
 RK0400_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0400_SP_SET: SIGN BASE
 RK0400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0400
 RK0400  HISTORY     - Date     Condition        Report By
 RK0400  HISTORY     - 1975     MONUMENTED       NOS
 RK0400  HISTORY     - 19981216 POOR             MIDT
 RK0400  HISTORY     - 20041009 POOR             USPSQD
 RK0400  HISTORY     - 20060914 POOR             GEOCAC
 RK0400
 RK0400                          STATION DESCRIPTION
 RK0400
 RK0400'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0400'6.6 MI NORTH FROM K I SAWYER AFB.
 RK0400'6.5 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE TO K.I.
 RK0400'SAWYER AFB, AT THE NORTHWEST CORNER OF THE INTERSECTION OF CO.
 RK0400'RD. 553 AND CO. RD. ND, AT A SPUR GAS STATION, ABOUT 125 FT. NORTH
 RK0400'CENTERLINE OF CO. RD. ND, 53 FT. WEST CENTERLINE OF CO. RD. 553, ON A
 RK0400'CONCRETE SIGN BASE NORTHEAST OF THE STATION, A CROSS ON TOP OF THE
 RK0400'NORTHEAST END OF FOUR STEEL ANCHOR BOLTS FOR A SIGN.
 RK0400
 RK0400                          STATION RECOVERY (1998)
 RK0400
 RK0400'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (SHN)
 RK0400'THE BOLT IS BENT OVER.
 RK0400
 RK0400                          STATION RECOVERY (2004)
 RK0400
 RK0400'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0400'MARK RECOVERED IN POOR CONDITION.
 RK0400
 RK0400                          STATION RECOVERY (2006)
 RK0400
 RK0400'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0400'BOLT HAS BEEN BENT ABOUT 15 DEGREES FROM VERTICAL. TO REACH THE SPUR
 RK0400'GAS STATION DESCRIBED,
 RK0400'TRAVEL 3.2 MILES SOUTH ON M-553 FROM THE INTERESECTION OF CO. RD. 480,
 RK0400'THEN EAST ABOUT .12
 RK0400'MILES ON CO. RD. NA TO INTERSECTION OF OLD CO. RD. 553 AND THE
 RK0400'ABANDONED GAS STATION ON THE
 RK0400'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0401 ***********************************************************************
 RK0401  DESIGNATION -  LSC 7 B 51
 RK0401  PID         -  RK0401
 RK0401  STATE/COUNTY-  MI/MARQUETTE
 RK0401  USGS QUAD   -  SANDS (1975)
 RK0401
 RK0401                         *CURRENT SURVEY CONTROL
 RK0401  ___________________________________________________________________
 RK0401* NAD 83(1986)-  46 25 54.     (N)    087 24 37.     (W)     SCALED    
 RK0401* NAVD 88     -       334.005  (meters)    1095.81   (feet)  ADJUSTED  
 RK0401  ___________________________________________________________________
 RK0401  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 RK0401  DYNAMIC HT  -         334.022 (meters)    1095.87  (feet)  COMP
 RK0401  MODELED GRAV-     980,656.7   (mgal)                       NAVD 88
 RK0401
 RK0401  VERT ORDER  -  FIRST     CLASS 0
 RK0401
 RK0401.The horizontal coordinates were scaled from a topographic map and have
 RK0401.an estimated accuracy of +/- 6 seconds.
 RK0401
 RK0401.The orthometric height was determined by differential leveling
 RK0401.and adjusted by the National Geodetic Survey in June 1991..
 RK0401
 RK0401.The geoid height was determined by GEOID03.
 RK0401
 RK0401.The dynamic height is computed by dividing the NAVD 88
 RK0401.geopotential number by the normal gravity value computed on the
 RK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0401.degrees latitude (g = 980.6199 gals.).
 RK0401
 RK0401.The modeled gravity was interpolated from observed gravity values.
 RK0401
 RK0401;                    North         East    Units  Estimated Accuracy
 RK0401;SPC MI N     -   183,290.    7,968,470.      MT  (+/- 180 meters Scaled)
 RK0401
 RK0401                          SUPERSEDED SURVEY CONTROL
 RK0401
 RK0401.No superseded survey control is available for this station.
 RK0401
 RK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS684420(NAD 83)
 RK0401_MARKER: X = CHISELED CROSS
 RK0401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0401_SP_SET: SIGN BASE
 RK0401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0401+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 RK0401
 RK0401  HISTORY     - Date     Condition        Report By
 RK0401  HISTORY     - 1975     MONUMENTED       NOS
 RK0401  HISTORY     - 19981216 GOOD             MIDT
 RK0401  HISTORY     - 20041009 GOOD             USPSQD
 RK0401
 RK0401                          STATION DESCRIPTION
 RK0401
 RK0401'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0401'7.25 MI NORTH FROM K I SAWYER AFB.
 RK0401'7.25 MILES NORTH ALONG CO. RD. 553, FROM THE MAIN ENTRANCE TO THE K.I.
 RK0401'SAWYER AFB, 2.45 MILES SOUTH ALONG CO. RD. 553, FROM THE INTERSECTION
 RK0401'CO. RD. 480, APPROXIMATELY 1000 FT. NORTHWEST OF SANDS MOTOR SPEEDWAY,
 RK0401'69.4 FT. NORTHWEST OF A CURVED DRIVE, 65.9 FT. SOUTHWEST OF A CURVED
 RK0401'DRIVE, 65.9 FT. SOUTHWEST OF A CURVED DRIVE, 37.8 FT. EAST CENTERLINE
 RK0401'OF HIGHWAY, ON A 2 FT. BY 4 FT. CONCRETE SLAB SIGN BASE, A CROSS ON
 RK0401'TOP OF THE EAST BOLT OF THE WEST SIGN ON A CONCRETE BASE.
 RK0401
 RK0401                          STATION RECOVERY (1998)
 RK0401
 RK0401'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RK0401'SANDS, FROM THE JUNCTION OF STATE HIGHWAY M-553 AND CO RD 480 FOLLOW
 RK0401'M-553 3.20 MI S TO CROSS ROAD, THENCE 0.19 MI E ON CO RD ND TO N-S RD
 RK0401'(OLD 553), THENCE 1.0 MI N ON OLD 553 TO MARK ON RIGHT AT ELLIOT SHEET
 RK0401'METAL.  37.8 FT E OF C/L RD, CUT 'X' ON E BOLT W SIGN POST CONCRETE
 RK0401'BASE FOR ELLIOT SHEET METAL AND THE LEVEL OF THE GROUND.
 RK0401
 RK0401                          STATION RECOVERY (2004)
 RK0401
 RK0401'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RK0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0402 ***********************************************************************
 RK0402  DESIGNATION -  LSC 7 B 52
 RK0402  PID         -  RK0402
 RK0402  STATE/COUNTY-  MI/MARQUETTE
 RK0402  USGS QUAD   -  SANDS (1975)
 RK0402
 RK0402                         *CURRENT SURVEY CONTROL
 RK0402  ___________________________________________________________________
 RK0402* NAD 83(1986)-  46 27 06.     (N)    087 25 24.     (W)     SCALED    
 RK0402* NAVD 88     -       333.872  (meters)    1095.38   (feet)  ADJUSTED  
 RK0402  ___________________________________________________________________
 RK0402  GEOID HEIGHT-         -34.41  (meters)                     GEOID03
 RK0402  DYNAMIC HT  -         333.890 (meters)    1095.44  (feet)  COMP
 RK0402  MODELED GRAV-     980,657.8   (mgal)                       NAVD 88
 RK0402
 RK0402  VERT ORDER  -  FIRST     CLASS 0
 RK0402
 RK0402.The horizontal coordinates were scaled from a topographic map and have
 RK0402.an estimated accuracy of +/- 6 seconds.
 RK0402
 RK0402.The orthometric height was determined by differential leveling
 RK0402.and adjusted by the National Geodetic Survey in June 1991..
 RK0402
 RK0402.The geoid height was determined by GEOID03.
 RK0402
 RK0402.The dynamic height is computed by dividing the NAVD 88
 RK0402.geopotential number by the normal gravity value computed on the
 RK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0402.degrees latitude (g = 980.6199 gals.).
 RK0402
 RK0402.The modeled gravity was interpolated from observed gravity values.
 RK0402
 RK0402;                    North         East    Units  Estimated Accuracy
 RK0402;SPC MI N     -   185,510.    7,967,480.      MT  (+/- 180 meters Scaled)
 RK0402
 RK0402                          SUPERSEDED SURVEY CONTROL
 RK0402
 RK0402.No superseded survey control is available for this station.
 RK0402
 RK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS674443(NAD 83)
 RK0402_MARKER: I = METAL ROD
 RK0402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0402_SP_SET: COPPER-CLAD STEEL ROD
 RK0402_PROJECTION: FLUSH
 RK0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0402+SATELLITE: SATELLITE OBSERVATIONS - December 16, 1998
 RK0402_ROD/PIPE-DEPTH: 6.10 meters
 RK0402
 RK0402  HISTORY     - Date     Condition        Report By
 RK0402  HISTORY     - 1975     MONUMENTED       NOS
 RK0402  HISTORY     - 19981216 GOOD             MIDT
 RK0402
 RK0402                          STATION DESCRIPTION
 RK0402
 RK0402'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0402'8.7 MI NORTH FROM K I SAWYER AFB.
 RK0402'8.7 MILES NORTH ALONG CO. RD. 553 FROM THE MAIN ENTRANCE OF K.I.
 RK0402'SAWYER AFB, 1 MILE SOUTH ALONG CO. RD. 553 FROM THE INTERSECTION OF
 RK0402'CO. RD. 480, APPROXIMATELY 300 FT. NORTH OF A DIRT TRACK TO THE EAST
 RK0402'47.5 FT. SOUTHEAST OF A UTILITY POLE, 46 FT. WEST CENTERLINE OF
 RK0402'HIGHWAY, 15 FT. NORTH OF NORTHERNMOST OAK IN CLUM OF 4, 6 AND 8 INCH
 RK0402'OAKS, LOCATED NEAR SOUTH END OF A HIGHWAY GRADE, 1.1 FT. BELOW
 RK0402'GROUND SURFACE.
 RK0402
 RK0402                          STATION RECOVERY (1998)
 RK0402
 RK0402'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RK0402'SANDS, FROM THE JUNCTION OF STATE HIGHWAY M-553 AND CO RD 480 FOLLOW
 RK0402'M-553 3.20 M S TO CROSS ROAD, THENCE E 0.19 MI T0 N-S RD (OLD 553),
 RK0402'THENCE 2.15 MI N TO END OF ROAD, THENCE N ABOUT 400 FT TO THE MARK ON
 RK0402'LEFT AS DESCRIBED.  IT IS ABOUT 100 FT N OF N WOOD GUARD RAIL POST ON
 RK0402'WEST SIDE OF OLD ROADBED, 2.0 FT W OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0403 ***********************************************************************
 RK0403  DESIGNATION -  LSC 7 B 53
 RK0403  PID         -  RK0403
 RK0403  STATE/COUNTY-  MI/MARQUETTE
 RK0403  USGS QUAD   -  SANDS (1975)
 RK0403
 RK0403                         *CURRENT SURVEY CONTROL
 RK0403  ___________________________________________________________________
 RK0403* NAD 83(1986)-  46 27 54.     (N)    087 25 30.     (W)     SCALED    
 RK0403* NAVD 88     -       339.789  (meters)    1114.79   (feet)  ADJUSTED  
 RK0403  ___________________________________________________________________
 RK0403  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 RK0403  DYNAMIC HT  -         339.807 (meters)    1114.85  (feet)  COMP
 RK0403  MODELED GRAV-     980,659.7   (mgal)                       NAVD 88
 RK0403
 RK0403  VERT ORDER  -  FIRST     CLASS 0
 RK0403
 RK0403.The horizontal coordinates were scaled from a topographic map and have
 RK0403.an estimated accuracy of +/- 6 seconds.
 RK0403
 RK0403.The orthometric height was determined by differential leveling
 RK0403.and adjusted by the National Geodetic Survey in June 1991..
 RK0403
 RK0403.The geoid height was determined by GEOID03.
 RK0403
 RK0403.The dynamic height is computed by dividing the NAVD 88
 RK0403.geopotential number by the normal gravity value computed on the
 RK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0403.degrees latitude (g = 980.6199 gals.).
 RK0403
 RK0403.The modeled gravity was interpolated from observed gravity values.
 RK0403
 RK0403;                    North         East    Units  Estimated Accuracy
 RK0403;SPC MI N     -   187,000.    7,967,360.      MT  (+/- 180 meters Scaled)
 RK0403
 RK0403                          SUPERSEDED SURVEY CONTROL
 RK0403
 RK0403.No superseded survey control is available for this station.
 RK0403
 RK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS673458(NAD 83)
 RK0403_MARKER: X = CHISELED CROSS
 RK0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RK0403_SP_SET: SIGN BASE
 RK0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0403
 RK0403  HISTORY     - Date     Condition        Report By
 RK0403  HISTORY     - 1975     MONUMENTED       NOS
 RK0403  HISTORY     - 19981216 MARK NOT FOUND   MIDT
 RK0403
 RK0403                          STATION DESCRIPTION
 RK0403
 RK0403'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0403'5.5 MI WEST FROM BEAVER GROVE.
 RK0403'5.5 MILES WEST ALONG CO. RD. 480 FROM THE INTERSECTION OF U.S. HIGHWAY
 RK0403'41 AT BEAVER GROVE, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 RK0403'CO. RD. 480 AND CO. RD. 553, 122 FT. NORTH OF CENTERLINE OF CO. RD.
 RK0403'480, 117.4 FT. EAST OF CENTERLINE OF CO. RD. 553, 92.5 FT. SOUTHEAST
 RK0403'OF A UTILITY POLE, 82.4 FT. EAST OF A UTILITY POLE, ON A CONCRETE
 RK0403'SIGN BASE AT GROUND LEVEL.
 RK0403
 RK0403                          STATION RECOVERY (1998)
 RK0403
 RK0403'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 RK0403'THE CONCRETE SIGN BASE HAS BEEN ALTERED AND THE MARK IS NO LONGER
 RK0403'ACCESSIBLE.  CONCRETE HAS BEEN PLACED OVER THE BOLTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0404 ***********************************************************************
 RK0404  DESIGNATION -  LSC 7 B 54
 RK0404  PID         -  RK0404
 RK0404  STATE/COUNTY-  MI/MARQUETTE
 RK0404  USGS QUAD   -  SANDS (1975)
 RK0404
 RK0404                         *CURRENT SURVEY CONTROL
 RK0404  ___________________________________________________________________
 RK0404* NAD 83(1986)-  46 27 36.     (N)    087 24 25.     (W)     SCALED    
 RK0404* NAVD 88     -       314.414  (meters)    1031.54   (feet)  ADJUSTED  
 RK0404  ___________________________________________________________________
 RK0404  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 RK0404  DYNAMIC HT  -         314.433 (meters)    1031.60  (feet)  COMP
 RK0404  MODELED GRAV-     980,664.3   (mgal)                       NAVD 88
 RK0404
 RK0404  VERT ORDER  -  FIRST     CLASS 0
 RK0404
 RK0404.The horizontal coordinates were scaled from a topographic map and have
 RK0404.an estimated accuracy of +/- 6 seconds.
 RK0404
 RK0404.The orthometric height was determined by differential leveling
 RK0404.and adjusted by the National Geodetic Survey in June 1991..
 RK0404
 RK0404.The geoid height was determined by GEOID03.
 RK0404
 RK0404.The dynamic height is computed by dividing the NAVD 88
 RK0404.geopotential number by the normal gravity value computed on the
 RK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0404.degrees latitude (g = 980.6199 gals.).
 RK0404
 RK0404.The modeled gravity was interpolated from observed gravity values.
 RK0404
 RK0404;                    North         East    Units  Estimated Accuracy
 RK0404;SPC MI N     -   186,430.    7,968,740.      MT  (+/- 180 meters Scaled)
 RK0404
 RK0404                          SUPERSEDED SURVEY CONTROL
 RK0404
 RK0404.No superseded survey control is available for this station.
 RK0404
 RK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS687452(NAD 83)
 RK0404_MARKER: I = METAL ROD
 RK0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0404_SP_SET: COPPER-CLAD STEEL ROD
 RK0404_PROJECTION: FLUSH
 RK0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0404_ROD/PIPE-DEPTH: 6.10 meters
 RK0404
 RK0404  HISTORY     - Date     Condition        Report By
 RK0404  HISTORY     - 1975     MONUMENTED       NOS
 RK0404  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 RK0404
 RK0404                          STATION DESCRIPTION
 RK0404
 RK0404'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0404'4.5 MI WEST FROM BEAVER GROVE.
 RK0404'4.5 MILES WEST ALONG CO. RD. 480, FROM INTERSECTION OF U.S. HIGHWAY
 RK0404'41 AT BEAVER GROVE, 1 MILE EAST ALONG CO. RD. 480 FROM THE
 RK0404'INTERSECTION OF CO. RD. 480 AND CO. RD. 553, 275 FT. EAST OF WARNING
 RK0404'POST ON SOUTH SIDE, 225 FT. EAST FROM CURVE IN ROAD TO NORTH, 56.7
 RK0404'FT. NORTH OF REFLECTOR WARNING POST ON SOUTH SIDE OF ROAD, 35.7 FT.
 RK0404'NORTH CENTERLINE OF HIGHWAY, 25 FT. EAST OF CLUMP OF 4 OAKS, 22.6 FT.
 RK0404'NORTHWEST OF HIGHWAY CURVE SIGN, AT A LOW POINT IN ROAD SLOPE, 2 FT.
 RK0404'BELOW SURFACE OF ROAD, 1 FT. BELOW GROUND SURFACE.
 RK0404
 RK0404                          STATION RECOVERY (2004)
 RK0404
 RK0404'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0404'HIGHWAY WIDENED DURING RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0405 ***********************************************************************
 RK0405  DESIGNATION -  LSC 7 B 55
 RK0405  PID         -  RK0405
 RK0405  STATE/COUNTY-  MI/MARQUETTE
 RK0405  USGS QUAD   -  SANDS (1975)
 RK0405
 RK0405                         *CURRENT SURVEY CONTROL
 RK0405  ___________________________________________________________________
 RK0405* NAD 83(1986)-  46 27 48.     (N)    087 23 13.     (W)     SCALED    
 RK0405* NAVD 88     -       252.543  (meters)     828.55   (feet)  ADJUSTED  
 RK0405  ___________________________________________________________________
 RK0405  GEOID HEIGHT-         -34.54  (meters)                     GEOID03
 RK0405  DYNAMIC HT  -         252.559 (meters)     828.60  (feet)  COMP
 RK0405  MODELED GRAV-     980,672.8   (mgal)                       NAVD 88
 RK0405
 RK0405  VERT ORDER  -  FIRST     CLASS 0
 RK0405
 RK0405.The horizontal coordinates were scaled from a topographic map and have
 RK0405.an estimated accuracy of +/- 6 seconds.
 RK0405
 RK0405.The orthometric height was determined by differential leveling
 RK0405.and adjusted by the National Geodetic Survey in June 1991..
 RK0405
 RK0405.The geoid height was determined by GEOID03.
 RK0405
 RK0405.The dynamic height is computed by dividing the NAVD 88
 RK0405.geopotential number by the normal gravity value computed on the
 RK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0405.degrees latitude (g = 980.6199 gals.).
 RK0405
 RK0405.The modeled gravity was interpolated from observed gravity values.
 RK0405
 RK0405;                    North         East    Units  Estimated Accuracy
 RK0405;SPC MI N     -   186,800.    7,970,280.      MT  (+/- 180 meters Scaled)
 RK0405
 RK0405                          SUPERSEDED SURVEY CONTROL
 RK0405
 RK0405.No superseded survey control is available for this station.
 RK0405
 RK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS702456(NAD 83)
 RK0405_MARKER: I = METAL ROD
 RK0405_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0405_SP_SET: COPPER-CLAD STEEL ROD
 RK0405_PROJECTION: FLUSH
 RK0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0405_ROD/PIPE-DEPTH: 4.57 meters
 RK0405
 RK0405  HISTORY     - Date     Condition        Report By
 RK0405  HISTORY     - 1975     MONUMENTED       NOS
 RK0405  HISTORY     - 20041023 MARK NOT FOUND   USPSQD
 RK0405
 RK0405                          STATION DESCRIPTION
 RK0405
 RK0405'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0405'3.5 MI WEST FROM BEAVER GROVE.
 RK0405'3.5 MILES WEST ALONG CO. RD. 480, FROM THE INTERSECTION OF U.S.
 RK0405'HIGHWAY 41 AT BEAVER GROVE, 2 MILES EAST FROM THE INTERSECTION OF
 RK0405'CO. RD. 480 AND CO. RD. 553, IN STRAIGHT SECTION OF ROAD, 38.7 FT.
 RK0405'NORTH CENTERLINE OF ROAD, 23.7 FT. SOUTH OF A UTILITY POLE, 11 FT.
 RK0405'NORTHEAST OF A CLUSTER OF 5 MAPLES, 4.8 FT. WEST OF A 4 INCH POPLAR,
 RK0405'6.5 FT. BELOW SURFACE OF ROAD, 1 FT. BELOW GROUND SURFACE.
 RK0405
 RK0405                          STATION RECOVERY (2004)
 RK0405
 RK0405'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0405'HIGHWAY WIDENED DURING RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0406 ***********************************************************************
 RK0406  DESIGNATION -  LSC 7 B 56
 RK0406  PID         -  RK0406
 RK0406  STATE/COUNTY-  MI/MARQUETTE
 RK0406  USGS QUAD   -  HARVEY (1985)
 RK0406
 RK0406                         *CURRENT SURVEY CONTROL
 RK0406  ___________________________________________________________________
 RK0406* NAD 83(1986)-  46 27 48.     (N)    087 22 01.     (W)     SCALED    
 RK0406* NAVD 88     -       220.748  (meters)     724.24   (feet)  ADJUSTED  
 RK0406  ___________________________________________________________________
 RK0406  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 RK0406  DYNAMIC HT  -         220.764 (meters)     724.29  (feet)  COMP
 RK0406  MODELED GRAV-     980,680.0   (mgal)                       NAVD 88
 RK0406
 RK0406  VERT ORDER  -  FIRST     CLASS 0
 RK0406
 RK0406.The horizontal coordinates were scaled from a topographic map and have
 RK0406.an estimated accuracy of +/- 6 seconds.
 RK0406
 RK0406.The orthometric height was determined by differential leveling
 RK0406.and adjusted by the National Geodetic Survey in June 1991..
 RK0406
 RK0406.The geoid height was determined by GEOID03.
 RK0406
 RK0406.The dynamic height is computed by dividing the NAVD 88
 RK0406.geopotential number by the normal gravity value computed on the
 RK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0406.degrees latitude (g = 980.6199 gals.).
 RK0406
 RK0406.The modeled gravity was interpolated from observed gravity values.
 RK0406
 RK0406;                    North         East    Units  Estimated Accuracy
 RK0406;SPC MI N     -   186,790.    7,971,820.      MT  (+/- 180 meters Scaled)
 RK0406
 RK0406                          SUPERSEDED SURVEY CONTROL
 RK0406
 RK0406.No superseded survey control is available for this station.
 RK0406
 RK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS718455(NAD 83)
 RK0406_MARKER: I = METAL ROD
 RK0406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RK0406_SP_SET: COPPER-CLAD STEEL ROD
 RK0406_PROJECTION: FLUSH
 RK0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0406_ROD/PIPE-DEPTH: 4.57 meters
 RK0406
 RK0406  HISTORY     - Date     Condition        Report By
 RK0406  HISTORY     - 1975     MONUMENTED       NOS
 RK0406  HISTORY     - 20010917 GOOD             USPSQD
 RK0406
 RK0406                          STATION DESCRIPTION
 RK0406
 RK0406'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0406'2.6 MI WEST FROM BEAVER GROVE.
 RK0406'2.6 MILES WEST ALONG CO. RD. 480, FROM THE INTERSECTION OF U.S.
 RK0406'HIGHWAY 41 AT BEAVER GROVE, 0.7 MILE WEST FROM THE INTERSECTION OF CO.
 RK0406'RD. 480 AND CO. RD. 551, ALSO CHERRY CREEK RD. 106.2 FT. WEST OF A
 RK0406'TELEPHONE LINE SPLICING RISER, 97 FT. EAST OF A UTILITY POLE ON
 RK0406'NORTH SIDE OF ROAD, 23.4 FT. SOUTH CENTERLINE OF ROAD, 1 FT. BELOW
 RK0406'ROAD SURFACE, 1 FT. BELOW GROUND SURFACE.
 RK0406
 RK0406                          STATION RECOVERY (2001)
 RK0406
 RK0406'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0407 ***********************************************************************
 RK0407  DESIGNATION -  LSC 7 B 57
 RK0407  PID         -  RK0407
 RK0407  STATE/COUNTY-  MI/MARQUETTE
 RK0407  USGS QUAD   -  HARVEY (1985)
 RK0407
 RK0407                         *CURRENT SURVEY CONTROL
 RK0407  ___________________________________________________________________
 RK0407* NAD 83(1986)-  46 28 05.     (N)    087 21 31.     (W)     SCALED    
 RK0407* NAVD 88     -       205.701  (meters)     674.87   (feet)  ADJUSTED  
 RK0407  ___________________________________________________________________
 RK0407  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 RK0407  DYNAMIC HT  -         205.716 (meters)     674.92  (feet)  COMP
 RK0407  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 RK0407
 RK0407  VERT ORDER  -  FIRST     CLASS 0
 RK0407
 RK0407.The horizontal coordinates were scaled from a topographic map and have
 RK0407.an estimated accuracy of +/- 6 seconds.
 RK0407
 RK0407.The orthometric height was determined by differential leveling
 RK0407.and adjusted by the National Geodetic Survey in June 1991..
 RK0407
 RK0407.The geoid height was determined by GEOID03.
 RK0407
 RK0407.The dynamic height is computed by dividing the NAVD 88
 RK0407.geopotential number by the normal gravity value computed on the
 RK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0407.degrees latitude (g = 980.6199 gals.).
 RK0407
 RK0407.The modeled gravity was interpolated from observed gravity values.
 RK0407
 RK0407;                    North         East    Units  Estimated Accuracy
 RK0407;SPC MI N     -   187,310.    7,972,460.      MT  (+/- 180 meters Scaled)
 RK0407
 RK0407                          SUPERSEDED SURVEY CONTROL
 RK0407
 RK0407.No superseded survey control is available for this station.
 RK0407
 RK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS724461(NAD 83)
 RK0407_MARKER: DD = SURVEY DISK
 RK0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0407_SP_SET: CONCRETE WALL
 RK0407_STAMPING: LSC 7B57 1975 AC
 RK0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0407
 RK0407  HISTORY     - Date     Condition        Report By
 RK0407  HISTORY     - 1975     MONUMENTED       NOS
 RK0407  HISTORY     - 1900     GOOD             USPSQD
 RK0407  HISTORY     - 1990     GOOD             USPSQD
 RK0407  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0407  HISTORY     - 19970820 MARK NOT FOUND   MIDT
 RK0407
 RK0407                          STATION DESCRIPTION
 RK0407
 RK0407'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0407'1.85 MI SOUTH FROM HARVEY.
 RK0407'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE INTERSECTION OF
 RK0407'CORNING STREET AT HARVEY, THENCE 1.4 MILES SOUTH ALONG CO. RD. 551
 RK0407'ALSO CHERRY CREEK RD. FROM THE INTERSECTION OF U.S. HIGHWAY 41
 RK0407'0.25 MILE NORTH OF THE INTERSECTION OF CO. RD. 480, ON GROUNDS OF
 RK0407'STATE FISH HATCHERY, 58.8 FT. WEST CENTERLINE OF ROAD, 0.95 FT.
 RK0407'NORTHEAST OF NORTHEAST CORNER OF 2 CAR WOOD GARAGE, 1.5 FT. ABOVE
 RK0407'GROUND, ON WEST SIDE OF WALL.
 RK0407
 RK0407                          STATION RECOVERY (1900)
 RK0407
 RK0407'RECOVERY NOTE BY US POWER SQUADRON 1900 (AEA)
 RK0407'RECOVERED IN GOOD CONDITION.
 RK0407
 RK0407                          STATION RECOVERY (1990)
 RK0407
 RK0407'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0407'RECOVERED IN GOOD CONDITION.
 RK0407
 RK0407                          STATION RECOVERY (1996)
 RK0407
 RK0407'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0407'MARK NOT FOUND.
 RK0407
 RK0407                          STATION RECOVERY (1997)
 RK0407
 RK0407'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0407'THERE HAS BEEN EXTENSIVE BUILDING CONSTRUCTION AT THE DESCRIBED
 RK0407'LOCATION.  PRESUMMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0409 ***********************************************************************
 RK0409  DESIGNATION -  LSC 7 B 57 A
 RK0409  PID         -  RK0409
 RK0409  STATE/COUNTY-  MI/MARQUETTE
 RK0409  USGS QUAD   -  HARVEY (1985)
 RK0409
 RK0409                         *CURRENT SURVEY CONTROL
 RK0409  ___________________________________________________________________
 RK0409* NAD 83(1986)-  46 28 05.     (N)    087 21 31.     (W)     SCALED    
 RK0409* NAVD 88     -       199.347  (meters)     654.02   (feet)  ADJUSTED  
 RK0409  ___________________________________________________________________
 RK0409  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 RK0409  DYNAMIC HT  -         199.362 (meters)     654.07  (feet)  COMP
 RK0409  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 RK0409
 RK0409  VERT ORDER  -  FIRST     CLASS 0
 RK0409
 RK0409.The horizontal coordinates were scaled from a topographic map and have
 RK0409.an estimated accuracy of +/- 6 seconds.
 RK0409
 RK0409.The orthometric height was determined by differential leveling
 RK0409.and adjusted by the National Geodetic Survey in June 1991..
 RK0409
 RK0409.The geoid height was determined by GEOID03.
 RK0409
 RK0409.The dynamic height is computed by dividing the NAVD 88
 RK0409.geopotential number by the normal gravity value computed on the
 RK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0409.degrees latitude (g = 980.6199 gals.).
 RK0409
 RK0409.The modeled gravity was interpolated from observed gravity values.
 RK0409
 RK0409;                    North         East    Units  Estimated Accuracy
 RK0409;SPC MI N     -   187,310.    7,972,460.      MT  (+/- 180 meters Scaled)
 RK0409
 RK0409                          SUPERSEDED SURVEY CONTROL
 RK0409
 RK0409.No superseded survey control is available for this station.
 RK0409
 RK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS724461(NAD 83)
 RK0409_MARKER: DD = SURVEY DISK
 RK0409_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 RK0409_SP_SET: RETAINING WALL
 RK0409_STAMPING: LSC 7B 57A 1975 AC
 RK0409_MARK LOGO: NOS   
 RK0409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0409
 RK0409  HISTORY     - Date     Condition        Report By
 RK0409  HISTORY     - 1975     MONUMENTED       NOS
 RK0409  HISTORY     - 1990     GOOD             USPSQD
 RK0409  HISTORY     - 19960823 GOOD             USPSQD
 RK0409  HISTORY     - 19970820 GOOD             MIDT
 RK0409  HISTORY     - 20050904 GOOD             USPSQD
 RK0409
 RK0409                          STATION DESCRIPTION
 RK0409
 RK0409'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0409'1.85 MI SOUTH FROM HARVEY.
 RK0409'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE INTERSECTION OF
 RK0409'CORNING STREET AT HARVEY, THENCE 1.4 MILES SOUTH ALONG CO. RD. 551
 RK0409'ALSO CHERRY CREEK RD. FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 RK0409'0.25 MILE NORTH OF THE INTERSECTION OF AND CO. RD. 480, ON THE GROUNDS
 RK0409'OF THE STATE FISH HATCHERY, ON EAST CONCRETE WALL OF EAST FISH HOLDING
 RK0409'POND, 11.8 FT. SOUTH OF SOUTH FACE OF HATCHERY OUTFALLL DAM, INSIDE
 RK0409'OUTFALL DAM, INSIDE 6 FT. CHAIN LINK FENCE.
 RK0409
 RK0409                          STATION RECOVERY (1990)
 RK0409
 RK0409'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0409'RECOVERED IN GOOD CONDITION.
 RK0409
 RK0409                          STATION RECOVERY (1996)
 RK0409
 RK0409'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0409'RECOVERED IN GOOD CONDITION.
 RK0409
 RK0409                          STATION RECOVERY (1997)
 RK0409
 RK0409'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0409'3.0 KM (1.85 MI) SOUHTEAST OF HARVEY.  2.25 KM (1.40 MI) SOUTH ALONG
 RK0409'COUNTY ROAD 551 (AKA CHERRY CREEK ROAD) FROM THE INTERSECTION OF US-41
 RK0409'AND STATE HIGHWAY M-28 AT HARVEY, AT THE MICHIGAN DEPARTMENT OF
 RK0409'NATURAL RESOURCES FISH HATCHERY, SET IN THE EAST CONCRETE RETAINING
 RK0409'WALL OF THE EAST HOLDING POND OUTFALL SPILLWAY AT THE ENTRANCE TO THE
 RK0409'GROUNDS, 15.3 M (50.2 FT) NORTHWEST OF THE ENTRANCE DRIVE CENTERLINE,
 RK0409'5.2 M (17.1 FT) SOUTHWEST FROM A FENCE INTERSECTION, 3.6 M (11.8 FT)
 RK0409'SOUTH OF THE SOUTH FACE OF THE OUTFALL DAM AND INSIDE A 1.82 M (5.97
 RK0409'FT) HIGH CHAIN LINK FENCE.
 RK0409
 RK0409                          STATION RECOVERY (2005)
 RK0409
 RK0409'RECOVERY NOTE BY US POWER SQUADRON 2005
 RK0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0408 ***********************************************************************
 RK0408  DESIGNATION -  LSC 7 B 57 B
 RK0408  PID         -  RK0408
 RK0408  STATE/COUNTY-  MI/MARQUETTE
 RK0408  USGS QUAD   -  HARVEY (1985)
 RK0408
 RK0408                         *CURRENT SURVEY CONTROL
 RK0408  ___________________________________________________________________
 RK0408* NAD 83(1986)-  46 28 05.     (N)    087 21 31.     (W)     SCALED    
 RK0408* NAVD 88     -       202.843  (meters)     665.49   (feet)  ADJUSTED  
 RK0408  ___________________________________________________________________
 RK0408  GEOID HEIGHT-         -34.63  (meters)                     GEOID03
 RK0408  DYNAMIC HT  -         202.858 (meters)     665.54  (feet)  COMP
 RK0408  MODELED GRAV-     980,684.0   (mgal)                       NAVD 88
 RK0408
 RK0408  VERT ORDER  -  FIRST     CLASS 0
 RK0408
 RK0408.The horizontal coordinates were scaled from a topographic map and have
 RK0408.an estimated accuracy of +/- 6 seconds.
 RK0408
 RK0408.The orthometric height was determined by differential leveling
 RK0408.and adjusted by the National Geodetic Survey in June 1991..
 RK0408
 RK0408.The geoid height was determined by GEOID03.
 RK0408
 RK0408.The dynamic height is computed by dividing the NAVD 88
 RK0408.geopotential number by the normal gravity value computed on the
 RK0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0408.degrees latitude (g = 980.6199 gals.).
 RK0408
 RK0408.The modeled gravity was interpolated from observed gravity values.
 RK0408
 RK0408;                    North         East    Units  Estimated Accuracy
 RK0408;SPC MI N     -   187,310.    7,972,460.      MT  (+/- 180 meters Scaled)
 RK0408
 RK0408                          SUPERSEDED SURVEY CONTROL
 RK0408
 RK0408.No superseded survey control is available for this station.
 RK0408
 RK0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS724461(NAD 83)
 RK0408_MARKER: B = BOLT
 RK0408_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0408_SP_SET: CONCRETE
 RK0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0408
 RK0408  HISTORY     - Date     Condition        Report By
 RK0408  HISTORY     - 1975     MONUMENTED       NOS
 RK0408  HISTORY     - 1990     GOOD             USPSQD
 RK0408  HISTORY     - 19960823 MARK NOT FOUND   USPSQD
 RK0408  HISTORY     - 19970820 MARK NOT FOUND   MIDT
 RK0408
 RK0408                          STATION DESCRIPTION
 RK0408
 RK0408'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0408'1.85 MI SOUTH FROM HARVEY.
 RK0408'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE INTERSECTION OF
 RK0408'CORNING STREET AT HARVEY, THENCE 1.4 MILES SOUTH ALONG CO. RD. 551
 RK0408'ALSO CHERRY CREEK RD. FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 RK0408'0.25 MILE NORTH OFTHE INTERSECTION CO. RD. 480, ON THE GROUNDS OF
 RK0408'STATE FISH HATCHERY, 117 FT. WEST CENTERLINE OF HIGHWAY, 87.3 FT.
 RK0408'NORTHWEST OF NORTHWEST CORNER OF 2 CAR WOOD GARAGE, ON 5 FT. SQUARE
 RK0408'CONCRETE FLAG POLE BASE.
 RK0408
 RK0408                          STATION RECOVERY (1990)
 RK0408
 RK0408'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0408'RECOVERED IN GOOD CONDITION.
 RK0408
 RK0408                          STATION RECOVERY (1996)
 RK0408
 RK0408'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0408'MARK NOT FOUND.
 RK0408
 RK0408                          STATION RECOVERY (1997)
 RK0408
 RK0408'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0408'THERE HAS BEEN EXTENSIVE BUILDING CONSTRUCTION AT THE DESCRIBED
 RK0408'LOCATION, PRESUMMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0410 ***********************************************************************
 RK0410  DESIGNATION -  LSC 7 B 58
 RK0410  PID         -  RK0410
 RK0410  STATE/COUNTY-  MI/MARQUETTE
 RK0410  USGS QUAD   -  HARVEY (1985)
 RK0410
 RK0410                         *CURRENT SURVEY CONTROL
 RK0410  ___________________________________________________________________
 RK0410* NAD 83(1986)-  46 28 47.     (N)    087 21 07.     (W)     SCALED    
 RK0410* NAVD 88     -       198.584  (meters)     651.52   (feet)  ADJUSTED  
 RK0410  ___________________________________________________________________
 RK0410  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 RK0410  DYNAMIC HT  -         198.600 (meters)     651.57  (feet)  COMP
 RK0410  MODELED GRAV-     980,689.0   (mgal)                       NAVD 88
 RK0410
 RK0410  VERT ORDER  -  FIRST     CLASS 0
 RK0410
 RK0410.The horizontal coordinates were scaled from a topographic map and have
 RK0410.an estimated accuracy of +/- 6 seconds.
 RK0410
 RK0410.The orthometric height was determined by differential leveling
 RK0410.and adjusted by the National Geodetic Survey in June 1991..
 RK0410
 RK0410.The geoid height was determined by GEOID03.
 RK0410
 RK0410.The dynamic height is computed by dividing the NAVD 88
 RK0410.geopotential number by the normal gravity value computed on the
 RK0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0410.degrees latitude (g = 980.6199 gals.).
 RK0410
 RK0410.The modeled gravity was interpolated from observed gravity values.
 RK0410
 RK0410;                    North         East    Units  Estimated Accuracy
 RK0410;SPC MI N     -   188,600.    7,972,980.      MT  (+/- 180 meters Scaled)
 RK0410
 RK0410                          SUPERSEDED SURVEY CONTROL
 RK0410
 RK0410.No superseded survey control is available for this station.
 RK0410
 RK0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS729474(NAD 83)
 RK0410_MARKER: I = METAL ROD
 RK0410_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RK0410+WITH SETTING: INTO GROUND
 RK0410_SP_SET: METAL ROD WITH BASE PLATE
 RK0410_PROJECTION: FLUSH
 RK0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0410+STABILITY: SURFACE MOTION
 RK0410_ROD/PIPE-DEPTH: 1.52 meters
 RK0410
 RK0410  HISTORY     - Date     Condition        Report By
 RK0410  HISTORY     - 1975     MONUMENTED       NOS
 RK0410  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 RK0410  HISTORY     - 19970820 MARK NOT FOUND   MIDT
 RK0410
 RK0410                          STATION DESCRIPTION
 RK0410
 RK0410'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0410'0.9 MI SOUTH FROM HARVEY.
 RK0410'0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE INTERSECTION OF
 RK0410'CORNING STREET AT HARVEY, THENCE 0.45 MILE SOUTH ALONG CO. RD. 551,
 RK0410'ALSO CHERRY CREEK RD., FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 RK0410'1.2 MILES NORTH OF THE INTERSECTION OF CO. RD. 480, 52 FT. SOUTH OF
 RK0410'CENTERLINE OF DRIVE TO L.C. EWING FARM, NO. 220, 32.3 FT. EAST OF
 RK0410'CENTERLINE OF ROAD, 2.4 FT. NORTHEAST OF A UTILITY POLE, 3.5 FT. BELOW
 RK0410'ROAD SURFACE, 0.5 FT. BELOW GROUND SURFACE.
 RK0410
 RK0410                          STATION RECOVERY (1994)
 RK0410
 RK0410'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0410'MARK NOT FOUND.
 RK0410
 RK0410                          STATION RECOVERY (1997)
 RK0410
 RK0410'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0410'THERE HAS BEEN DRIVEWAY CONSTRUCTION AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0411 ***********************************************************************
 RK0411  DESIGNATION -  LSC 7 B 59
 RK0411  PID         -  RK0411
 RK0411  STATE/COUNTY-  MI/MARQUETTE
 RK0411  USGS QUAD   -  HARVEY (1985)
 RK0411
 RK0411                         *CURRENT SURVEY CONTROL
 RK0411  ___________________________________________________________________
 RK0411* NAD 83(1986)-  46 29 29.     (N)    087 21 19.     (W)     SCALED    
 RK0411* NAVD 88     -       196.043  (meters)     643.18   (feet)  ADJUSTED  
 RK0411  ___________________________________________________________________
 RK0411  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 RK0411  DYNAMIC HT  -         196.059 (meters)     643.24  (feet)  COMP
 RK0411  MODELED GRAV-     980,691.8   (mgal)                       NAVD 88
 RK0411
 RK0411  VERT ORDER  -  FIRST     CLASS 0
 RK0411
 RK0411.The horizontal coordinates were scaled from a topographic map and have
 RK0411.an estimated accuracy of +/- 6 seconds.
 RK0411
 RK0411.The orthometric height was determined by differential leveling
 RK0411.and adjusted by the National Geodetic Survey in June 1991..
 RK0411
 RK0411.The geoid height was determined by GEOID03.
 RK0411
 RK0411.The dynamic height is computed by dividing the NAVD 88
 RK0411.geopotential number by the normal gravity value computed on the
 RK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0411.degrees latitude (g = 980.6199 gals.).
 RK0411
 RK0411.The modeled gravity was interpolated from observed gravity values.
 RK0411
 RK0411;                    North         East    Units  Estimated Accuracy
 RK0411;SPC MI N     -   189,900.    7,972,730.      MT  (+/- 180 meters Scaled)
 RK0411
 RK0411                          SUPERSEDED SURVEY CONTROL
 RK0411
 RK0411.No superseded survey control is available for this station.
 RK0411
 RK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS727487(NAD 83)
 RK0411_MARKER: DD = SURVEY DISK
 RK0411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 RK0411_SP_SET: WALKWAY SUPPORT COLUMN
 RK0411_STAMPING: LSC 7B59 1975 AC
 RK0411_MARK LOGO: NOS   
 RK0411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0411+STABILITY: SURFACE MOTION
 RK0411
 RK0411  HISTORY     - Date     Condition        Report By
 RK0411  HISTORY     - 1975     MONUMENTED       NOS
 RK0411  HISTORY     - 1990     GOOD             USPSQD
 RK0411  HISTORY     - 19960823 GOOD             USPSQD
 RK0411  HISTORY     - 19970820 GOOD             MIDT
 RK0411  HISTORY     - 20010917 GOOD             USPSQD
 RK0411  HISTORY     - 20041023 GOOD             USPSQD
 RK0411  HISTORY     - 20060212 GOOD             GEOCAC
 RK0411
 RK0411                          STATION DESCRIPTION
 RK0411
 RK0411'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0411'IN HARVEY.
 RK0411'AT HARVEY, 0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 RK0411'INTERSECTION OF U.S. HIGHWAY 41 AND CO. RD. 551 ALSO CHERRY CREEK RD.,
 RK0411'AT THE INTERSECTION OF U.S. HIGHWAY 41 AND CORNING STREET, ON THE EAST
 RK0411'MAIN CONCRETE SUPPORT OF AN OVERHEAD STEEL PEDESTRIAN CROSSING OVER
 RK0411'U.S. HIGHWAY 41, 74.8 FT. WEST CENTERLINE OF CORNING STREET, 15.4 FT.
 RK0411'NORTHEAST OF NORTHEAST CURB OF U.S. HIGHWAY 41, 0.60 FT. NORTHWEST OF
 RK0411'EAST CORNER OF CONCRETE SUPPORT, 3 FT. ABOVE GROUND.
 RK0411
 RK0411                          STATION RECOVERY (1990)
 RK0411
 RK0411'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 RK0411'RECOVERED IN GOOD CONDITION.
 RK0411
 RK0411                          STATION RECOVERY (1996)
 RK0411
 RK0411'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0411'RECOVERED IN GOOD CONDITION.
 RK0411
 RK0411                          STATION RECOVERY (1997)
 RK0411
 RK0411'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0411'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (MPR) IN
 RK0411'HARVEY.  0.72 KN NORTHEAST ALONG US HIGHWAY 41 FROM THE JUNCTION OF
 RK0411'STATE HIGHWAY M-28 AT HARVEY, AT THE INTERESECTION OF US-41 AND
 RK0411'CORNING STREET (TRAFFIC LIGHT) , IN THE EAST CONCRETE SUPPORT OF AN
 RK0411'OVERHEAD STEEL PEDESTRIAN WALKWAY OVER HIGHWAY 41, 22.8 M (74.8 FT)
 RK0411'WEST OF THE CENTERLINE OF CORNING STREET, 4.69 M (15.39 FT) NORTHEAST
 RK0411'OF THE NORTHEAST CURB OF HIGHWAY 41, 0.18 M (0.59 FT) NORTHWEST OF THE
 RK0411'EAST CORNER OF THE CONCRETE SUPPORT, FACING THE SIDEWALK AND 0.91 M
 RK0411'(2.99 FT) ABOUT THE GROUND.
 RK0411
 RK0411                          STATION RECOVERY (2001)
 RK0411
 RK0411'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0411'RECOVERED IN GOOD CONDITION.
 RK0411
 RK0411                          STATION RECOVERY (2004)
 RK0411
 RK0411'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 RK0411'RECOVERED IN GOOD CONDITION.
 RK0411
 RK0411                          STATION RECOVERY (2006)
 RK0411
 RK0411'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0447 ***********************************************************************
 QL0447  DESIGNATION -  LSC 7 B 6
 QL0447  PID         -  QL0447
 QL0447  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0447  USGS QUAD   -  GULLIVER (1972)
 QL0447
 QL0447                         *CURRENT SURVEY CONTROL
 QL0447  ___________________________________________________________________
 QL0447* NAD 83(1986)-  45 58 54.     (N)    086 00 00.     (W)     SCALED    
 QL0447* NAVD 88     -       191.203  (meters)     627.31   (feet)  ADJUSTED  
 QL0447  ___________________________________________________________________
 QL0447  GEOID HEIGHT-         -35.15  (meters)                     GEOID03
 QL0447  DYNAMIC HT  -         191.211 (meters)     627.33  (feet)  COMP
 QL0447  MODELED GRAV-     980,652.0   (mgal)                       NAVD 88
 QL0447
 QL0447  VERT ORDER  -  FIRST     CLASS 0
 QL0447
 QL0447.The horizontal coordinates were scaled from a topographic map and have
 QL0447.an estimated accuracy of +/- 6 seconds.
 QL0447
 QL0447.The orthometric height was determined by differential leveling
 QL0447.and adjusted by the National Geodetic Survey in June 1991..
 QL0447
 QL0447.The geoid height was determined by GEOID03.
 QL0447
 QL0447.The dynamic height is computed by dividing the NAVD 88
 QL0447.geopotential number by the normal gravity value computed on the
 QL0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0447.degrees latitude (g = 980.6199 gals.).
 QL0447
 QL0447.The modeled gravity was interpolated from observed gravity values.
 QL0447
 QL0447;                    North         East    Units  Estimated Accuracy
 QL0447;SPC MI N     -   133,680.    8,077,480.      MT  (+/- 180 meters Scaled)
 QL0447
 QL0447                          SUPERSEDED SURVEY CONTROL
 QL0447
 QL0447.No superseded survey control is available for this station.
 QL0447
 QL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER774924(NAD 83)
 QL0447_MARKER: I = METAL ROD
 QL0447_SETTING: 66 = SET IN ROCK OUTCROP
 QL0447_SP_SET: ROCK OUTCROP
 QL0447_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 QL0447+STABILITY: POSITION/ELEVATION WELL
 QL0447
 QL0447  HISTORY     - Date     Condition        Report By
 QL0447  HISTORY     - 1975     MONUMENTED       NOS
 QL0447
 QL0447                          STATION DESCRIPTION
 QL0447
 QL0447'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0447'1.7 KM (1.05 MI) SOUTH FROM GULLIVER.
 QL0447'1.7 KM (1.05 MI) SOUTH ALONG COUNTY ROAD 432 (PORT INLAND ROAD) FROM
 QL0447'THE INTERSECTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432 IN GULLIVER,
 QL0447'29 METERS (96 FT) WEST OF THE CENTERLINE OF A GRAVEL DRIVE LEADING TO
 QL0447'MANUTES ONE STORY DWELLING, 11.5 METERS (37.7 FT) SOUTH OF THE
 QL0447'CENTERLINE OF THE HIGHWAY, 9.8 METERS (32 FT) E OF U.P. NO. N72 2172.
 QL0447'THE HIGHEST POINT OF A 5/8 INCH COPPER-COATED STEEL ROD, 2.0 FT LONG,
 QL0447'SET IN BEDROCK.
 QL0447'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0412 ***********************************************************************
 RK0412  DESIGNATION -  LSC 7 B 60
 RK0412  PID         -  RK0412
 RK0412  STATE/COUNTY-  MI/MARQUETTE
 RK0412  USGS QUAD   -  HARVEY (1985)
 RK0412
 RK0412                         *CURRENT SURVEY CONTROL
 RK0412  ___________________________________________________________________
 RK0412* NAD 83(1986)-  46 29 53.     (N)    087 21 13.     (W)     SCALED    
 RK0412* NAVD 88     -       187.225  (meters)     614.25   (feet)  ADJUSTED  
 RK0412  ___________________________________________________________________
 RK0412  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 RK0412  DYNAMIC HT  -         187.240 (meters)     614.30  (feet)  COMP
 RK0412  MODELED GRAV-     980,694.3   (mgal)                       NAVD 88
 RK0412
 RK0412  VERT ORDER  -  FIRST     CLASS 0
 RK0412
 RK0412.The horizontal coordinates were scaled from a topographic map and have
 RK0412.an estimated accuracy of +/- 6 seconds.
 RK0412
 RK0412.The orthometric height was determined by differential leveling
 RK0412.and adjusted by the National Geodetic Survey in June 1991..
 RK0412
 RK0412.The geoid height was determined by GEOID03.
 RK0412
 RK0412.The dynamic height is computed by dividing the NAVD 88
 RK0412.geopotential number by the normal gravity value computed on the
 RK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0412.degrees latitude (g = 980.6199 gals.).
 RK0412
 RK0412.The modeled gravity was interpolated from observed gravity values.
 RK0412
 RK0412;                    North         East    Units  Estimated Accuracy
 RK0412;SPC MI N     -   190,640.    7,972,860.      MT  (+/- 180 meters Scaled)
 RK0412
 RK0412                          SUPERSEDED SURVEY CONTROL
 RK0412
 RK0412.No superseded survey control is available for this station.
 RK0412
 RK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS728494(NAD 83)
 RK0412_MARKER: B = BOLT
 RK0412_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0412_SP_SET: RR BRIDGE SUPPORT
 RK0412_MARK LOGO: NOS   
 RK0412_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0412
 RK0412  HISTORY     - Date     Condition        Report By
 RK0412  HISTORY     - 1975     MONUMENTED       NOS
 RK0412  HISTORY     - 19980413 GOOD             NGS
 RK0412  HISTORY     - 20060621 GOOD             GEOCAC
 RK0412
 RK0412                          STATION DESCRIPTION
 RK0412
 RK0412'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0412'IN HARVEY.
 RK0412'ON THE NORTHEAST CONCRETE SUPPORT OF A RAILROAD BRIDGE OF DULUTH SOUTH
 RK0412'SHORE AND ATLANTIC RAILROAD, AS IT CROSSES THE CHOCOLAY RIVER, 11.4
 RK0412'FT. NORTHEAST OF CENTERLINE OF TRACK, 5.2 FT. EAST OF WEST FACE AND
 RK0412'0.8 FT. SOUTH OF NORTH FACE OF ABUTMENT.
 RK0412
 RK0412                          STATION RECOVERY (1998)
 RK0412
 RK0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0412'RECOVERED AS DESCRIBED.  RECOVERED BY RONALD L.  RAMSEY, NGS GEODETIC
 RK0412'ADVISOR - MICHIGAN.
 RK0412
 RK0412                          STATION RECOVERY (2006)
 RK0412
 RK0412'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0412'RECOVERED AS DESCRIBED. TRACKS HAVE BEEN REMOVED, BUT BRIDGE REMAINS
 RK0412'AS PART OF A RAILS TO TRAILS CORRIDOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0413 ***********************************************************************
 RK0413  DESIGNATION -  LSC 7 B 61
 RK0413  PID         -  RK0413
 RK0413  STATE/COUNTY-  MI/MARQUETTE
 RK0413  USGS QUAD   -  LITTLE LAKE (1985)
 RK0413
 RK0413                         *CURRENT SURVEY CONTROL
 RK0413  ___________________________________________________________________
 RK0413* NAD 83(1986)-  46 30 23.     (N)    087 22 13.     (W)     SCALED    
 RK0413* NAVD 88     -       186.296  (meters)     611.21   (feet)  ADJUSTED  
 RK0413  ___________________________________________________________________
 RK0413  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 RK0413  DYNAMIC HT  -         186.313 (meters)     611.26  (feet)  COMP
 RK0413  MODELED GRAV-     980,697.9   (mgal)                       NAVD 88
 RK0413
 RK0413  VERT ORDER  -  FIRST     CLASS 0
 RK0413
 RK0413.The horizontal coordinates were scaled from a topographic map and have
 RK0413.an estimated accuracy of +/- 6 seconds.
 RK0413
 RK0413.The orthometric height was determined by differential leveling
 RK0413.and adjusted by the National Geodetic Survey in June 1991..
 RK0413
 RK0413.The geoid height was determined by GEOID03.
 RK0413
 RK0413.The dynamic height is computed by dividing the NAVD 88
 RK0413.geopotential number by the normal gravity value computed on the
 RK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0413.degrees latitude (g = 980.6199 gals.).
 RK0413
 RK0413.The modeled gravity was interpolated from observed gravity values.
 RK0413
 RK0413;                    North         East    Units  Estimated Accuracy
 RK0413;SPC MI N     -   191,580.    7,971,580.      MT  (+/- 180 meters Scaled)
 RK0413
 RK0413                          SUPERSEDED SURVEY CONTROL
 RK0413
 RK0413.No superseded survey control is available for this station.
 RK0413
 RK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS715503(NAD 83)
 RK0413_MARKER: I = METAL ROD
 RK0413_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RK0413+WITH SETTING: INTO GROUND
 RK0413_SP_SET: METAL ROD WITH BASE PLATE
 RK0413_PROJECTION: FLUSH
 RK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0413+STABILITY: SURFACE MOTION
 RK0413_ROD/PIPE-DEPTH: 1.52 meters
 RK0413
 RK0413  HISTORY     - Date     Condition        Report By
 RK0413  HISTORY     - 1975     MONUMENTED       NOS
 RK0413  HISTORY     - 19940717 MARK NOT FOUND   USPSQD
 RK0413  HISTORY     - 19970820 MARK NOT FOUND   MIDT
 RK0413  HISTORY     - 19980413 MARK NOT FOUND   NGS
 RK0413  HISTORY     - 20010611 MARK NOT FOUND   MIDT
 RK0413
 RK0413                          STATION DESCRIPTION
 RK0413
 RK0413'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0413'1.0 MI NW FROM HARVEY.
 RK0413'1 MILE NORTHWEST ALONG THE DULUTH SOUTH SHORE AND ATLANTIC RAILROAD
 RK0413'FROM THE CHOCOLAY RIVER BRIDGE, AT HARVEY, 1 MILE SOUTHEAST OF THE
 RK0413'CARP RIVER, 0.1 MILE SOUTHEAST OF BIRCHMONT MOTEL ON WESTERLY SIDE
 RK0413'OF U.S. HIGHWAY 41, 13.9 FT. SOUTH OF CENTERLINE OF RAILROAD TRACK,
 RK0413'6.9 FT. NORTHERLY OF A UTILITY POLE, 1 FT. EASTERLY OF LINE OF UTILITY
 RK0413'POLES, FLUSH WITH THE GROUND SURFACE.
 RK0413
 RK0413                          STATION RECOVERY (1994)
 RK0413
 RK0413'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0413'MARK NOT FOUND.
 RK0413
 RK0413                          STATION RECOVERY (1997)
 RK0413
 RK0413'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0413'THERE HAS BEEN UNDERGROUND CABLE CONSTRUCTION AT THE DESCRIBED
 RK0413'LOCATION.  NO UTILITY POLES OR EVIDENCE OF POLES REMAIN.
 RK0413
 RK0413                          STATION RECOVERY (1998)
 RK0413
 RK0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RLR)
 RK0413'A THOROUGH SEARCH WAS MADE FOR THIS STATION, BUT IT WAS NOT RECOVERED
 RK0413'AT THIS TIME.  DESCRIBED BY RONALD L.  RAMSEY, NGS GEODETIC ADVISOR -
 RK0413'MICHIGAN.
 RK0413
 RK0413                          STATION RECOVERY (2001)
 RK0413
 RK0413'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RK0413'THE RR HAVE BEEN DISMANTLED.  USED A METAL LOCATOR AND SEARCHED THE
 RK0413'AREA EXTENSIVELY YET FOUND NOTHING OF THE MARK.  NO REFERENCES
 RK0413'REMAINING CLOSE TO THE MARK, RECOVERY SEEMS IMPOSSIBLE.  NOTE--BURIED
 RK0413'TELEPHONE IS AT THE LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0414 ***********************************************************************
 RK0414  DESIGNATION -  LSC 7 B 62
 RK0414  PID         -  RK0414
 RK0414  STATE/COUNTY-  MI/MARQUETTE
 RK0414  USGS QUAD   -  MARQUETTE (1975)
 RK0414
 RK0414                         *CURRENT SURVEY CONTROL
 RK0414  ___________________________________________________________________
 RK0414* NAD 83(1986)-  46 30 59.     (N)    087 23 01.     (W)     SCALED    
 RK0414* NAVD 88     -       190.114  (meters)     623.73   (feet)  ADJUSTED  
 RK0414  ___________________________________________________________________
 RK0414  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 RK0414  DYNAMIC HT  -         190.132 (meters)     623.79  (feet)  COMP
 RK0414  MODELED GRAV-     980,700.3   (mgal)                       NAVD 88
 RK0414
 RK0414  VERT ORDER  -  FIRST     CLASS 0
 RK0414
 RK0414.The horizontal coordinates were scaled from a topographic map and have
 RK0414.an estimated accuracy of +/- 6 seconds.
 RK0414
 RK0414.The orthometric height was determined by differential leveling
 RK0414.and adjusted by the National Geodetic Survey in June 1991..
 RK0414
 RK0414.The geoid height was determined by GEOID03.
 RK0414
 RK0414.The dynamic height is computed by dividing the NAVD 88
 RK0414.geopotential number by the normal gravity value computed on the
 RK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0414.degrees latitude (g = 980.6199 gals.).
 RK0414
 RK0414.The modeled gravity was interpolated from observed gravity values.
 RK0414
 RK0414;                    North         East    Units  Estimated Accuracy
 RK0414;SPC MI N     -   192,690.    7,970,570.      MT  (+/- 180 meters Scaled)
 RK0414
 RK0414                          SUPERSEDED SURVEY CONTROL
 RK0414
 RK0414.No superseded survey control is available for this station.
 RK0414
 RK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS705514(NAD 83)
 RK0414_MARKER: DD = SURVEY DISK
 RK0414_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 RK0414_SP_SET: BRIDGE ABUTMENT
 RK0414_STAMPING: LSC 7B62 1975 AC
 RK0414_MARK LOGO: NOS   
 RK0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RK0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0414+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2001
 RK0414
 RK0414  HISTORY     - Date     Condition        Report By
 RK0414  HISTORY     - 1975     MONUMENTED       NOS
 RK0414  HISTORY     - 19940717 GOOD             USPSQD
 RK0414  HISTORY     - 19970820 GOOD             MIDT
 RK0414  HISTORY     - 20010611 GOOD             MIDT
 RK0414  HISTORY     - 20050904 GOOD             USPSQD
 RK0414
 RK0414                          STATION DESCRIPTION
 RK0414
 RK0414'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0414'2.0 MI NW FROM HARVEY.
 RK0414'2.0 MILE NORTHWEST ALONG THE DULUTH SOUTH SHORE AND ATLANTIC RAILROAD
 RK0414'FROM THE CHOCOLOY RIVER BRIDGE AT HARVEY, ON U.S. HIGHWAY 41 BRIDGE
 RK0414'AS IT CROSSES THE CARP RIVER, 24.1 FT. SOUTHWEST OF CENTERLINE OF
 RK0414'SOUTHEAST BOUND LANES, ON SOUTHEAST CONCRETE ABUTMENT, 9.6 FT.
 RK0414'NORTHEAST OF SOUTHWEST FACE, 3.8 FT. SOUTHWEST OF NORTHEAST FACE,
 RK0414'0.8 FT. SOUTHEAST OF NORTHWEST FACE.
 RK0414
 RK0414                          STATION RECOVERY (1994)
 RK0414
 RK0414'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0414'RECOVERED IN GOOD CONDITION.
 RK0414
 RK0414                          STATION RECOVERY (1997)
 RK0414
 RK0414'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1997 (SHN)
 RK0414'3.2 KM (2.00 MI) NORTHWEST FROM HARVEY.  ABOUT 3.2 KM (2.00 MI)
 RK0414'NORTHWEST ALONG US HIGHWAY 41 FROM THE JUNCTION OF STATE HIGHWAY M-28
 RK0414'AT HARVEY, AT THE US HIGHWAY 41 BRIDGE OVER THE CARP RIVER, 7.35 M
 RK0414'(24.11 FT) SOUHTWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES
 RK0414'(ACROSS US-41 FROM LAKE SUPERIOR) , ON THE SOUTHEAST CONCRETE
 RK0414'ABUTMENT, 2.92 M (9.58 FT) NORTHEAST OF THE SOUTHWEST FACE, 1.16 M
 RK0414'(3.81 FT) SOUTHWEST OF THE NORTHEAST FACE, 0.24 M (0.79 FT) SOUTHEAST
 RK0414'OF THE NORTHWEST FACE AND ABOUT LEVEL WITH THE HIGHWAY.
 RK0414
 RK0414                          STATION RECOVERY (2001)
 RK0414
 RK0414'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RK0414'RECOVERED IN GOOD CONDITION.
 RK0414
 RK0414                          STATION RECOVERY (2005)
 RK0414
 RK0414'RECOVERY NOTE BY US POWER SQUADRON 2005
 RK0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0415 ***********************************************************************
 RK0415  DESIGNATION -  LSC 7 B 63
 RK0415  PID         -  RK0415
 RK0415  STATE/COUNTY-  MI/MARQUETTE
 RK0415  USGS QUAD   -  MARQUETTE (1975)
 RK0415
 RK0415                         *CURRENT SURVEY CONTROL
 RK0415  ___________________________________________________________________
 RK0415* NAD 83(1986)-  46 31 48.     (N)    087 23 31.     (W)     SCALED    
 RK0415* NAVD 88     -       187.638  (meters)     615.61   (feet)  ADJUSTED  
 RK0415  ___________________________________________________________________
 RK0415  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 RK0415  DYNAMIC HT  -         187.654 (meters)     615.66  (feet)  COMP
 RK0415  MODELED GRAV-     980,697.1   (mgal)                       NAVD 88
 RK0415
 RK0415  VERT ORDER  -  FIRST     CLASS 0
 RK0415
 RK0415.The horizontal coordinates were scaled from a topographic map and have
 RK0415.an estimated accuracy of +/- 6 seconds.
 RK0415
 RK0415.The orthometric height was determined by differential leveling
 RK0415.and adjusted by the National Geodetic Survey in June 1991..
 RK0415
 RK0415.The geoid height was determined by GEOID03.
 RK0415
 RK0415.The dynamic height is computed by dividing the NAVD 88
 RK0415.geopotential number by the normal gravity value computed on the
 RK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0415.degrees latitude (g = 980.6199 gals.).
 RK0415
 RK0415.The modeled gravity was interpolated from observed gravity values.
 RK0415
 RK0415;                    North         East    Units  Estimated Accuracy
 RK0415;SPC MI N     -   194,210.    7,969,930.      MT  (+/- 180 meters Scaled)
 RK0415
 RK0415                          SUPERSEDED SURVEY CONTROL
 RK0415
 RK0415.No superseded survey control is available for this station.
 RK0415
 RK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699530(NAD 83)
 RK0415_MARKER: DD = SURVEY DISK
 RK0415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0415_SP_SET: BRICK WALL
 RK0415_STAMPING: LSC 7B63 1975 AC
 RK0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0415+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0415
 RK0415  HISTORY     - Date     Condition        Report By
 RK0415  HISTORY     - 1975     MONUMENTED       NOS
 RK0415  HISTORY     - 20001024 GOOD             MIDT
 RK0415  HISTORY     - 20031010 GOOD             USPSQD
 RK0415  HISTORY     - 20060724 GOOD             USPSQD
 RK0415
 RK0415                          STATION DESCRIPTION
 RK0415
 RK0415'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0415'IN MARQUETTE.
 RK0415'IN MARQUETTE, AT SHIRAS POWER PLANT NUMBER 5, OF THE MARQUETTE LIGHT
 RK0415'AND POWER, 51.67 FT. SOUTH OF NORTHWEST CORNER OF 81.10 FT. LONG THREE
 RK0415'STORY HIGH BRICK BUILDING, 2 FT. NORTH FROM AN EXTENDED ENTRANCE WAY,
 RK0415'3.8 FT. ABOVE GROUND.
 RK0415
 RK0415                          STATION RECOVERY (2000)
 RK0415
 RK0415'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0415'FROM THE POST OFFICE, 1 BLOCK EAST TO FRONT ST, THENCE 0.81 MILE ALONG
 RK0415'FRONT ST (BR US41) AS IT MERGES WITH US-41 TO HAMPTON ST, THENCE EAST
 RK0415'ON HAMPTON ST 0.14 MI TO THE ENTRANCE TO THE POWER PLANT, THENCE SOUTH
 RK0415'0.10 MI TO THE MARK. IN BRICK ANNEX TO POWER PLANT.
 RK0415
 RK0415                          STATION RECOVERY (2003)
 RK0415
 RK0415'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0415'RECOVERED IN GOOD CONDITION.
 RK0415
 RK0415                          STATION RECOVERY (2006)
 RK0415
 RK0415'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0416 ***********************************************************************
 RK0416  DESIGNATION -  LSC 7 B 64
 RK0416  PID         -  RK0416
 RK0416  STATE/COUNTY-  MI/MARQUETTE
 RK0416  USGS QUAD   -  MARQUETTE (1975)
 RK0416
 RK0416                         *CURRENT SURVEY CONTROL
 RK0416  ___________________________________________________________________
 RK0416* NAD 83(1986)-  46 32 12.     (N)    087 23 31.     (W)     SCALED    
 RK0416* NAVD 88     -       191.418  (meters)     628.01   (feet)  ADJUSTED  
 RK0416  ___________________________________________________________________
 RK0416  GEOID HEIGHT-         -34.73  (meters)                     GEOID03
 RK0416  DYNAMIC HT  -         191.435 (meters)     628.07  (feet)  COMP
 RK0416  MODELED GRAV-     980,698.1   (mgal)                       NAVD 88
 RK0416
 RK0416  VERT ORDER  -  FIRST     CLASS 0
 RK0416
 RK0416.The horizontal coordinates were scaled from a topographic map and have
 RK0416.an estimated accuracy of +/- 6 seconds.
 RK0416
 RK0416.The orthometric height was determined by differential leveling
 RK0416.and adjusted by the National Geodetic Survey in June 1991..
 RK0416
 RK0416.The geoid height was determined by GEOID03.
 RK0416
 RK0416.The dynamic height is computed by dividing the NAVD 88
 RK0416.geopotential number by the normal gravity value computed on the
 RK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0416.degrees latitude (g = 980.6199 gals.).
 RK0416
 RK0416.The modeled gravity was interpolated from observed gravity values.
 RK0416
 RK0416;                    North         East    Units  Estimated Accuracy
 RK0416;SPC MI N     -   194,950.    7,969,940.      MT  (+/- 180 meters Scaled)
 RK0416
 RK0416                          SUPERSEDED SURVEY CONTROL
 RK0416
 RK0416.No superseded survey control is available for this station.
 RK0416
 RK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS699537(NAD 83)
 RK0416_MARKER: B = BOLT
 RK0416_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 RK0416_SP_SET: UNSPECIFIED ROCK
 RK0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0416+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 RK0416
 RK0416  HISTORY     - Date     Condition        Report By
 RK0416  HISTORY     - 1975     MONUMENTED       NOS
 RK0416  HISTORY     - 20001024 GOOD             MIDT
 RK0416  HISTORY     - 20010421 GOOD             MIDT
 RK0416  HISTORY     - 20050802 GOOD             GEOCAC
 RK0416  HISTORY     - 20060726 GOOD             GEOCAC
 RK0416
 RK0416                          STATION DESCRIPTION
 RK0416
 RK0416'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0416'IN MARQUETTE.
 RK0416'AT MARQUETTE, IN THE SOO LINE RAILROAD YARD, AT EAST SIDE OF YARD,
 RK0416'ON 70 FT. LONG BY 20 FT. HIGH ROCK OUTCROP, 129.4 FT. SOUTH OF
 RK0416'SOUTHWEST CORNER OF 6 FT. CHAIN LINK FENCE, SOUTH OF A CONCRETE
 RK0416'STORM DRAIN OUTFALL, 50.8 FT. SOUTHEAST OF A UTILITY POLE, 7.7 FT.
 RK0416'SOUTHEAST OF A MAN HOLE, SOUTHERLY OF A VENT PIPE BRACED AGAINST
 RK0416'OUTCROP, 4.5 FT. ABOVE GROUND. 0.4 MILE SOUTH OF GAGE SITE.
 RK0416
 RK0416                          STATION RECOVERY (2000)
 RK0416
 RK0416'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0416'A BRASS PIN SET VERTICALLY IS WEST FACE OF ROCK OUTCROP. 2 FT -S20E-
 RK0416'OF A WITNESS POST, 3 FT -SE- OF A 6-INCH TWIN MAPLE TREE.  0.2 MI EAST
 RK0416'OF THE SHIRAS POWER PLANT.
 RK0416
 RK0416                          STATION RECOVERY (2001)
 RK0416
 RK0416'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RK0416'NOTE--CORRECTION, 'SHOULD READ', 0.2 MILE NORTH OF THE SHIRAS POWER
 RK0416'PLANT.
 RK0416
 RK0416                          STATION RECOVERY (2005)
 RK0416
 RK0416'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RK0416'NOTE - THE OLD SOUTH RAIL YARDS ARE NOW CALLED FOUNDERS LANDING. THE
 RK0416'MARK IS NEAR THE SOUTH END OF A NEW PEDESTRAIN BRIDGE OVER WETSTONE
 RK0416'BROOK, IN A PROMINENT ROCK OUTCROP.
 RK0416
 RK0416                          STATION RECOVERY (2006)
 RK0416
 RK0416'RECOVERY NOTE BY GEOCACHING 2006 (MPR)
 RK0416'LOCATED AT FOUNDER'S LANDING AT THE LOWER HARBOR IN MARQUETTE, EAST OF
 RK0416'THE US-41/BRUS-41 INTERCHANGE. AT ROCK OUTCROP JUST SOUTH OF WHETSTONE
 RK0416'CREEK THAT LIES BETWEEN THE PEDESTRAIN PATHWAY AND THE LAKE SUPERIOR
 RK0416'SHORE.
 RK0416' 
 RK0416'IT IS 12 FT SE OF THE SE CORNER A 9 FT X 12 FT CONCRETE PAD WITH STEEL
 RK0416'PIPE (BIKE RACK), 24 FT EAST OF THE EAST EDGE OF A BLACKTOP PATHWAY
 RK0416'CURVING AROUND THE ROCK OUTCROP AND 5 FT ABOVE LEVEL WITH GROUND. SET
 RK0416'FLUSH WITH WEST FACE OF ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0422 ***********************************************************************
 RK0422  DESIGNATION -  LSC 7 B 65
 RK0422  PID         -  RK0422
 RK0422  STATE/COUNTY-  MI/MARQUETTE
 RK0422  USGS QUAD   -  MARQUETTE (1975)
 RK0422
 RK0422                         *CURRENT SURVEY CONTROL
 RK0422  ___________________________________________________________________
 RK0422* NAD 83(1986)-  46 33 24.     (N)    087 23 07.     (W)     SCALED    
 RK0422* NAVD 88     -       186.528  (meters)     611.97   (feet)  ADJUSTED  
 RK0422  ___________________________________________________________________
 RK0422  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 RK0422  DYNAMIC HT  -         186.545 (meters)     612.02  (feet)  COMP
 RK0422  MODELED GRAV-     980,702.5   (mgal)                       NAVD 88
 RK0422
 RK0422  VERT ORDER  -  FIRST     CLASS 0
 RK0422
 RK0422.The horizontal coordinates were scaled from a topographic map and have
 RK0422.an estimated accuracy of +/- 6 seconds.
 RK0422
 RK0422.The orthometric height was determined by differential leveling
 RK0422.and adjusted by the National Geodetic Survey in June 1991..
 RK0422
 RK0422.The geoid height was determined by GEOID03.
 RK0422
 RK0422.The dynamic height is computed by dividing the NAVD 88
 RK0422.geopotential number by the normal gravity value computed on the
 RK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0422.degrees latitude (g = 980.6199 gals.).
 RK0422
 RK0422.The modeled gravity was interpolated from observed gravity values.
 RK0422
 RK0422;                    North         East    Units  Estimated Accuracy
 RK0422;SPC MI N     -   197,170.    7,970,460.      MT  (+/- 180 meters Scaled)
 RK0422
 RK0422                          SUPERSEDED SURVEY CONTROL
 RK0422
 RK0422.No superseded survey control is available for this station.
 RK0422
 RK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS704559(NAD 83)
 RK0422_MARKER: B = BOLT
 RK0422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 RK0422_SP_SET: CONCRETE
 RK0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0422
 RK0422  HISTORY     - Date     Condition        Report By
 RK0422  HISTORY     - 1975     MONUMENTED       NOS
 RK0422  HISTORY     - 20010917 MARK NOT FOUND   USPSQD
 RK0422
 RK0422                          STATION DESCRIPTION
 RK0422
 RK0422'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0422'IN MARQUETTE.
 RK0422'IN MARQUETTE, ON THE NORTH SIDE OF FAIR AVENUE, WEST OF LAKE SHORE
 RK0422'BLVD., ON THE NORTH SIDE OF LAKEVIEW ARENA, ON A CONCRETE PAD FOR
 RK0422'ARENA CHIMNEY, 9.1 FT. NORTH OF A NORTH FACE OF BUILDING, 3.85 FT.
 RK0422'NORTH OF A NORTH FACE OF BUILDING, 0.48 FT. EAST OF AN EAST FACE OF
 RK0422'BUILDING, 2.54 FT. WEST OF EAST FACE OF PAD, 1.1 FT. ABOVE SURFACE OF
 RK0422'PARKING LOT TO NORTH.
 RK0422
 RK0422                          STATION RECOVERY (2001)
 RK0422
 RK0422'RECOVERY NOTE BY US POWER SQUADRON 2001 (BAA)
 RK0422'LAKEVIEW ARENA HAS UNDERGONE EXTENSIVE RENOVATIONS AND ENLARGEMENT TO
 RK0422'THE BUILDING.  CONCRETE PAD AND ARENA CHIMNEY ARE NOT EVIDENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0423 ***********************************************************************
 RK0423  DESIGNATION -  LSC 7 B 66
 RK0423  PID         -  RK0423
 RK0423  STATE/COUNTY-  MI/MARQUETTE
 RK0423  USGS QUAD   -  MARQUETTE (1975)
 RK0423
 RK0423                         *CURRENT SURVEY CONTROL
 RK0423  ___________________________________________________________________
 RK0423* NAD 83(1986)-  46 34 24.     (N)    087 23 37.     (W)     SCALED    
 RK0423* NAVD 88     -       185.955  (meters)     610.09   (feet)  ADJUSTED  
 RK0423  ___________________________________________________________________
 RK0423  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 RK0423  DYNAMIC HT  -         185.972 (meters)     610.14  (feet)  COMP
 RK0423  MODELED GRAV-     980,701.3   (mgal)                       NAVD 88
 RK0423
 RK0423  VERT ORDER  -  FIRST     CLASS 0
 RK0423
 RK0423.The horizontal coordinates were scaled from a topographic map and have
 RK0423.an estimated accuracy of +/- 6 seconds.
 RK0423
 RK0423.The orthometric height was determined by differential leveling
 RK0423.and adjusted by the National Geodetic Survey in June 1991..
 RK0423
 RK0423.The geoid height was determined by GEOID03.
 RK0423
 RK0423.The dynamic height is computed by dividing the NAVD 88
 RK0423.geopotential number by the normal gravity value computed on the
 RK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0423.degrees latitude (g = 980.6199 gals.).
 RK0423
 RK0423.The modeled gravity was interpolated from observed gravity values.
 RK0423
 RK0423;                    North         East    Units  Estimated Accuracy
 RK0423;SPC MI N     -   199,020.    7,969,830.      MT  (+/- 180 meters Scaled)
 RK0423
 RK0423                          SUPERSEDED SURVEY CONTROL
 RK0423
 RK0423.No superseded survey control is available for this station.
 RK0423
 RK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS698578(NAD 83)
 RK0423_MARKER: DD = SURVEY DISK
 RK0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0423_SP_SET: BUILDING
 RK0423_STAMPING: LSC 7B66 1975 AC
 RK0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0423+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 RK0423
 RK0423  HISTORY     - Date     Condition        Report By
 RK0423  HISTORY     - 1975     MONUMENTED       NOS
 RK0423  HISTORY     - 1990     GOOD             USPSQD
 RK0423  HISTORY     - 19910611 GOOD             USPSQD
 RK0423  HISTORY     - 19960823 GOOD             USPSQD
 RK0423  HISTORY     - 20031010 GOOD             USPSQD
 RK0423  HISTORY     - 20060724 GOOD             USPSQD
 RK0423
 RK0423                          STATION DESCRIPTION
 RK0423
 RK0423'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 RK0423'IN MARQUETTE.
 RK0423'IN MARQUETTE, 0.7 MILE SOUTH OF THE LAKE SUPERIOR AND ISHPEMING
 RK0423'RAILROAD ORE DOCK, AT THE NORTHWEST CORNER OF LAKE SHORE BLVD.
 RK0423'AND HAWLEY AVENUE, ON NORTH FACE OF BROWN BRICK SEWAGE LEFT
 RK0423'STATION BUILDING, 75.3 FT. NORTHWEST OF A UTILITY POLE, 1.7 FT.
 RK0423'WEST OF NORTHEAST CORNER, 3.2 FT. ABOVE GROUND.
 RK0423
 RK0423                          STATION RECOVERY (1990)
 RK0423
 RK0423'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 RK0423'RECOVERED IN GOOD CONDITION.
 RK0423
 RK0423                          STATION RECOVERY (1991)
 RK0423
 RK0423'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0423'RECOVERED IN GOOD CONDITION.
 RK0423
 RK0423                          STATION RECOVERY (1996)
 RK0423
 RK0423'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0423'RECOVERED IN GOOD CONDITION.
 RK0423
 RK0423                          STATION RECOVERY (2003)
 RK0423
 RK0423'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RK0423'RECOVERED IN GOOD CONDITION.
 RK0423
 RK0423                          STATION RECOVERY (2006)
 RK0423
 RK0423'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RK0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0448 ***********************************************************************
 QL0448  DESIGNATION -  LSC 7 B 7
 QL0448  PID         -  QL0448
 QL0448  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0448  USGS QUAD   -  GULLIVER (1972)
 QL0448
 QL0448                         *CURRENT SURVEY CONTROL
 QL0448  ___________________________________________________________________
 QL0448* NAD 83(1986)-  45 59 30.     (N)    086 00 42.     (W)     SCALED    
 QL0448* NAVD 88     -       189.436  (meters)     621.51   (feet)  ADJUSTED  
 QL0448  ___________________________________________________________________
 QL0448  GEOID HEIGHT-         -35.14  (meters)                     GEOID03
 QL0448  DYNAMIC HT  -         189.444 (meters)     621.53  (feet)  COMP
 QL0448  MODELED GRAV-     980,652.5   (mgal)                       NAVD 88
 QL0448
 QL0448  VERT ORDER  -  FIRST     CLASS 0
 QL0448
 QL0448.The horizontal coordinates were scaled from a topographic map and have
 QL0448.an estimated accuracy of +/- 6 seconds.
 QL0448
 QL0448.The orthometric height was determined by differential leveling
 QL0448.and adjusted by the National Geodetic Survey in June 1991..
 QL0448
 QL0448.The geoid height was determined by GEOID03.
 QL0448
 QL0448.The dynamic height is computed by dividing the NAVD 88
 QL0448.geopotential number by the normal gravity value computed on the
 QL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0448.degrees latitude (g = 980.6199 gals.).
 QL0448
 QL0448.The modeled gravity was interpolated from observed gravity values.
 QL0448
 QL0448;                    North         East    Units  Estimated Accuracy
 QL0448;SPC MI N     -   134,780.    8,076,560.      MT  (+/- 180 meters Scaled)
 QL0448
 QL0448                          SUPERSEDED SURVEY CONTROL
 QL0448
 QL0448.No superseded survey control is available for this station.
 QL0448
 QL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER765935(NAD 83)
 QL0448_MARKER: DB = BENCH MARK DISK
 QL0448_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QL0448_SP_SET: CULVERT
 QL0448_STAMPING: LSC 7B7 1975
 QL0448_MARK LOGO: NOS   
 QL0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0448+STABILITY: SURFACE MOTION
 QL0448
 QL0448  HISTORY     - Date     Condition        Report By
 QL0448  HISTORY     - 1975     MONUMENTED       NOS
 QL0448  HISTORY     - 20021112 GOOD             USPSQD
 QL0448  HISTORY     - 20040416 GOOD             USPSQD
 QL0448  HISTORY     - 20060915 GOOD             USPSQD
 QL0448
 QL0448                          STATION DESCRIPTION
 QL0448
 QL0448'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0448'IN GULLIVER.
 QL0448'IN GULLIVER, 0.56 KM (0.35 MI) EAST ALONG U.S. HIGHWAY 2 FROM THE POST
 QL0448'OFFICE TO THE INTERSECTION OF U.S. HIGHWAY 2 AND COUNTY ROAD 432,
 QL0448'45.7 METERS (150 FT ) SOUTH OF U.S. HIGHWAY 2, 7.8 METERS (25.5 FT)
 QL0448'WEST OF THE CENTERLINE OF ROAD 432, 5.5 METERS (17.9 FT) NORTH OF THE
 QL0448'NW CORNER RAILROAD SIGNAL BASE, AND 0.15 METER (0.5 FT) NORTH OF THE
 QL0448'SOUTH FACE OF A 7.5 FOOT CONCRETE CULVERT.
 QL0448
 QL0448                          STATION RECOVERY (2002)
 QL0448
 QL0448'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0448'RECOVERED IN GOOD CONDITION.
 QL0448
 QL0448                          STATION RECOVERY (2004)
 QL0448
 QL0448'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0448' 
 QL0448' 
 QL0448' 
 QL0448' 
 QL0448' 
 QL0448' 
 QL0448
 QL0448                          STATION RECOVERY (2006)
 QL0448
 QL0448'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0414 ***********************************************************************
 QL0414  DESIGNATION -  LSC 7 B 8
 QL0414  PID         -  QL0414
 QL0414  STATE/COUNTY-  MI/DELTA
 QL0414  USGS QUAD   -  GLADSTONE (1985)
 QL0414
 QL0414                         *CURRENT SURVEY CONTROL
 QL0414  ___________________________________________________________________
 QL0414* NAD 83(1986)-  45 51 24.     (N)    087 03 00.     (W)     SCALED    
 QL0414* NAVD 88     -       221.821  (meters)     727.76   (feet)  ADJUSTED  
 QL0414  ___________________________________________________________________
 QL0414  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 QL0414  DYNAMIC HT  -         221.823 (meters)     727.76  (feet)  COMP
 QL0414  MODELED GRAV-     980,619.5   (mgal)                       NAVD 88
 QL0414
 QL0414  VERT ORDER  -  FIRST     CLASS 0
 QL0414
 QL0414.The horizontal coordinates were scaled from a topographic map and have
 QL0414.an estimated accuracy of +/- 6 seconds.
 QL0414
 QL0414.The orthometric height was determined by differential leveling
 QL0414.and adjusted by the National Geodetic Survey in June 1991..
 QL0414
 QL0414.The geoid height was determined by GEOID03.
 QL0414
 QL0414.The dynamic height is computed by dividing the NAVD 88
 QL0414.geopotential number by the normal gravity value computed on the
 QL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0414.degrees latitude (g = 980.6199 gals.).
 QL0414
 QL0414.The modeled gravity was interpolated from observed gravity values.
 QL0414
 QL0414;                    North         East    Units  Estimated Accuracy
 QL0414;SPC MI N     -   119,300.    7,996,120.      MT  (+/- 180 meters Scaled)
 QL0414
 QL0414                          SUPERSEDED SURVEY CONTROL
 QL0414
 QL0414.No superseded survey control is available for this station.
 QL0414
 QL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR961781(NAD 83)
 QL0414_MARKER: DD = SURVEY DISK
 QL0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0414_SP_SET: BRICK WALL
 QL0414_STAMPING: 7B8 1975 AC
 QL0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0414+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2006
 QL0414
 QL0414  HISTORY     - Date     Condition        Report By
 QL0414  HISTORY     - 1975     MONUMENTED       NOS
 QL0414  HISTORY     - 1990     GOOD             USPSQD
 QL0414  HISTORY     - 20020713 GOOD             USPSQD
 QL0414  HISTORY     - 20060820 GOOD             USPSQD
 QL0414
 QL0414                          STATION DESCRIPTION
 QL0414
 QL0414'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0414'1.3 MI WEST FROM GLADSTONE.
 QL0414'1.3 MILES WEST OF THE JUNCTION OF U.S. 2 ALSO U.S. 41 AND STATE
 QL0414'HIGHWAY M 35 ALONG STATE HIGHWAY M 35 TO ITS INTERSECTION WITH CO.
 QL0414'ROAD 420, AT THE NORTHWEST CORNER OF THE INTERSECTION, ON EAST FACE OF
 QL0414'THE W. C. CAMERON SCHOOL, 67.1 FT. NORTH OF THE SOUTHEAST CORNER OF
 QL0414'THE EASTERN MOST SIDE OF THE BUILDING AT ITS CORNERSTONE MARKED, 1971,
 QL0414'26.8 FT. WEST OF THE FACE OF CURB AT WEST SIDE OF PARKING LOT, 8.3 FT.
 QL0414'SOUTH OF THE SOUTH EDGE OF WALK LEADING TO THE GYMNASIUM DOOR, 4.1 FT.
 QL0414'ABOVE GROUND, BEING THE HORIZONTAL LINE OF CROSS AT CENTER OF BRONZE
 QL0414'DISC SET INTO THE BRICK WALL.
 QL0414
 QL0414                          STATION RECOVERY (1990)
 QL0414
 QL0414'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0414'RECOVERED IN GOOD CONDITION.
 QL0414
 QL0414                          STATION RECOVERY (2002)
 QL0414
 QL0414'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0414'RECOVERED IN GOOD CONDITION.
 QL0414
 QL0414                          STATION RECOVERY (2006)
 QL0414
 QL0414'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0415 ***********************************************************************
 QL0415  DESIGNATION -  LSC 7 B 9
 QL0415  PID         -  QL0415
 QL0415  STATE/COUNTY-  MI/DELTA
 QL0415  USGS QUAD   -  GLADSTONE (1985)
 QL0415
 QL0415                         *CURRENT SURVEY CONTROL
 QL0415  ___________________________________________________________________
 QL0415* NAD 83(1986)-  45 51 48.     (N)    087 03 48.     (W)     SCALED    
 QL0415* NAVD 88     -       220.487  (meters)     723.38   (feet)  ADJUSTED  
 QL0415  ___________________________________________________________________
 QL0415  GEOID HEIGHT-         -35.48  (meters)                     GEOID03
 QL0415  DYNAMIC HT  -         220.489 (meters)     723.39  (feet)  COMP
 QL0415  MODELED GRAV-     980,620.1   (mgal)                       NAVD 88
 QL0415
 QL0415  VERT ORDER  -  FIRST     CLASS 0
 QL0415
 QL0415.The horizontal coordinates were scaled from a topographic map and have
 QL0415.an estimated accuracy of +/- 6 seconds.
 QL0415
 QL0415.The orthometric height was determined by differential leveling
 QL0415.and adjusted by the National Geodetic Survey in June 1991..
 QL0415
 QL0415.The geoid height was determined by GEOID03.
 QL0415
 QL0415.The dynamic height is computed by dividing the NAVD 88
 QL0415.geopotential number by the normal gravity value computed on the
 QL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0415.degrees latitude (g = 980.6199 gals.).
 QL0415
 QL0415.The modeled gravity was interpolated from observed gravity values.
 QL0415
 QL0415;                    North         East    Units  Estimated Accuracy
 QL0415;SPC MI N     -   120,040.    7,995,080.      MT  (+/- 180 meters Scaled)
 QL0415
 QL0415                          SUPERSEDED SURVEY CONTROL
 QL0415
 QL0415.No superseded survey control is available for this station.
 QL0415
 QL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR950788(NAD 83)
 QL0415_MARKER: B = BOLT
 QL0415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 QL0415_SP_SET: CONCRETE
 QL0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QL0415
 QL0415  HISTORY     - Date     Condition        Report By
 QL0415  HISTORY     - 1975     MONUMENTED       NOS
 QL0415  HISTORY     - 19910623 GOOD             USPSQD
 QL0415  HISTORY     - 20020424 MARK NOT FOUND   DAVWAN
 QL0415
 QL0415                          STATION DESCRIPTION
 QL0415
 QL0415'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 QL0415'2.3 MI NW FROM GLADSTONE.
 QL0415'2.3 MILES NORTHWEST ON STATE HIGHWAY M 35 FROM THE JUNCTION OF U.S.
 QL0415'HIGHWAY 2 ALSO U.S. HIGHWAY 41 AND STATE HIGHWAY M 35 NORTH, AT
 QL0415'GLADSTONE,SOUTHEAST AND ACROSS HIGHWAY FROM THE CHARLETTE TRAILER
 QL0415'SALES, 34 FT. EAST OF CENTERLINE OF STATE HIGHWAY M 35, 15.2 FT. SOUTH
 QL0415'OF CENTERLINE OF GRAVEL ROAD, 0.5 FT. BELOW ROAD SURFACE, 0.5 FT.
 QL0415'NORTH OF SOUTH FACE OF CONCRETE CULVERT UNDER GRAVEL ROAD.
 QL0415
 QL0415                          STATION RECOVERY (1991)
 QL0415
 QL0415'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0415'RECOVERED IN GOOD CONDITION.
 QL0415
 QL0415                          STATION RECOVERY (2002)
 QL0415
 QL0415'RECOVERY NOTE BY DAVIS/WANIC LAND SURVEYORS 2002 (MD)
 QL0415'DRIVEWAY HAS BEEN REBUILT, BENCH MARK PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0384 ***********************************************************************
 OL0384  DESIGNATION -  LSC 7 C 3
 OL0384  PID         -  OL0384
 OL0384  STATE/COUNTY-  MI/OTTAWA
 OL0384  USGS QUAD   -  GRAND HAVEN (1980)
 OL0384
 OL0384                         *CURRENT SURVEY CONTROL
 OL0384  ___________________________________________________________________
 OL0384* NAD 83(1986)-  43 02 44.     (N)    086 13 10.     (W)     SCALED    
 OL0384* NAVD 88     -       186.187  (meters)     610.85   (feet)  ADJUSTED  
 OL0384  ___________________________________________________________________
 OL0384  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OL0384  DYNAMIC HT  -         186.145 (meters)     610.71  (feet)  COMP
 OL0384  MODELED GRAV-     980,388.4   (mgal)                       NAVD 88
 OL0384
 OL0384  VERT ORDER  -  FIRST     CLASS II
 OL0384
 OL0384.The horizontal coordinates were scaled from a topographic map and have
 OL0384.an estimated accuracy of +/- 6 seconds.
 OL0384
 OL0384.The orthometric height was determined by differential leveling
 OL0384.and adjusted by the National Geodetic Survey in June 1991..
 OL0384
 OL0384.The geoid height was determined by GEOID03.
 OL0384
 OL0384.The dynamic height is computed by dividing the NAVD 88
 OL0384.geopotential number by the normal gravity value computed on the
 OL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0384.degrees latitude (g = 980.6199 gals.).
 OL0384
 OL0384.The modeled gravity was interpolated from observed gravity values.
 OL0384
 OL0384;                    North         East    Units  Estimated Accuracy
 OL0384;SPC MI S     -   173,340.    3,849,060.      MT  (+/- 180 meters Scaled)
 OL0384
 OL0384                          SUPERSEDED SURVEY CONTROL
 OL0384
 OL0384.No superseded survey control is available for this station.
 OL0384
 OL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN635661(NAD 83)
 OL0384_MARKER: DD = SURVEY DISK
 OL0384_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0384_SP_SET: BRICK FOUNDATION WALL
 OL0384_STAMPING: LSC 7 C 3 1976 AC
 OL0384_MARK LOGO: NOS   
 OL0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0384
 OL0384  HISTORY     - Date     Condition        Report By
 OL0384  HISTORY     - 1976     MONUMENTED       NOS
 OL0384  HISTORY     - 1984     GOOD             NGS
 OL0384  HISTORY     - 19920418 GOOD             USPSQD
 OL0384  HISTORY     - 19970308 MARK NOT FOUND   USPSQD
 OL0384  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 OL0384  HISTORY     - 20051109 GOOD             INDIV
 OL0384
 OL0384                          STATION DESCRIPTION
 OL0384
 OL0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0384'IN GRAND HAVEN.
 OL0384'1.7 KM (1.05 MI) SOUTH ALONG U.S. HIGHWAY 31 (SOUTH BEACON BOULEVARD)
 OL0384'FROM WASHINGTON STREET IN GRAND HAVEN, AT DYKHOUSE AVENUE LEADING
 OL0384'EAST, SET VERTICALLY IN THE SOUTH FACE OF THE RED BRICK BUILDING
 OL0384'OCCUPIED BY THE STATE POLICE, ABOUT 0.9 METER (3.0 FT) ABOVE THE
 OL0384'GROUND, 19.29 METERS (63.3 FT) EAST OF THE FLAG POLE AT THE SOUTHWEST
 OL0384'CORNER OF THE BUILDING, AND 24.53 METERS (80.5 FT) NORTH OF THE CENTER
 OL0384'OF DYKHOUSE AVENUE.
 OL0384
 OL0384                          STATION RECOVERY (1992)
 OL0384
 OL0384'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0384'RECOVERED IN GOOD CONDITION.
 OL0384
 OL0384                          STATION RECOVERY (1997)
 OL0384
 OL0384'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0384'MARK NOT FOUND.
 OL0384
 OL0384                          STATION RECOVERY (2002)
 OL0384
 OL0384'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0384'MARK NOT FOUND.
 OL0384
 OL0384                          STATION RECOVERY (2005)
 OL0384
 OL0384'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0383 ***********************************************************************
 OL0383  DESIGNATION -  LSC 7 C 3 A
 OL0383  PID         -  OL0383
 OL0383  STATE/COUNTY-  MI/OTTAWA
 OL0383  USGS QUAD   -  GRAND HAVEN (1980)
 OL0383
 OL0383                         *CURRENT SURVEY CONTROL
 OL0383  ___________________________________________________________________
 OL0383* NAD 83(1986)-  43 02 42.     (N)    086 12 36.     (W)     SCALED    
 OL0383* NAVD 88     -       184.811  (meters)     606.33   (feet)  ADJUSTED  
 OL0383  ___________________________________________________________________
 OL0383  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 OL0383  DYNAMIC HT  -         184.769 (meters)     606.20  (feet)  COMP
 OL0383  MODELED GRAV-     980,388.9   (mgal)                       NAVD 88
 OL0383
 OL0383  VERT ORDER  -  FIRST     CLASS II
 OL0383
 OL0383.The horizontal coordinates were scaled from a topographic map and have
 OL0383.an estimated accuracy of +/- 6 seconds.
 OL0383
 OL0383.The orthometric height was determined by differential leveling
 OL0383.and adjusted by the National Geodetic Survey in June 1991..
 OL0383
 OL0383.The geoid height was determined by GEOID03.
 OL0383
 OL0383.The dynamic height is computed by dividing the NAVD 88
 OL0383.geopotential number by the normal gravity value computed on the
 OL0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0383.degrees latitude (g = 980.6199 gals.).
 OL0383
 OL0383.The modeled gravity was interpolated from observed gravity values.
 OL0383
 OL0383;                    North         East    Units  Estimated Accuracy
 OL0383;SPC MI S     -   173,260.    3,849,830.      MT  (+/- 180 meters Scaled)
 OL0383
 OL0383                          SUPERSEDED SURVEY CONTROL
 OL0383
 OL0383.No superseded survey control is available for this station.
 OL0383
 OL0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN643661(NAD 83)
 OL0383_MARKER: DD = SURVEY DISK
 OL0383_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0383_SP_SET: FOUNDATION WALL
 OL0383_STAMPING: LSC 7 C 3 A 1976 AC
 OL0383_MARK LOGO: NOS   
 OL0383_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0383+STABILITY: POSITION/ELEVATION WELL
 OL0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0383+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 OL0383
 OL0383  HISTORY     - Date     Condition        Report By
 OL0383  HISTORY     - 1976     MONUMENTED       NOS
 OL0383  HISTORY     - 1984     GOOD             NGS
 OL0383  HISTORY     - 19920418 GOOD             USPSQD
 OL0383  HISTORY     - 19970308 GOOD             USPSQD
 OL0383  HISTORY     - 20051205 GOOD             INDIV
 OL0383
 OL0383                          STATION DESCRIPTION
 OL0383
 OL0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0383'2.6 KM (1.6 MI) SE FROM GRAND HAVEN.
 OL0383'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 31 (SOUTH BEACON AVENUE),
 OL0383'THENCE 0.8 KM (0.5 MI) EAST ALONG ROBBINS ROAD, AT A SIDE ROAD LEADING
 OL0383'NORTH (GRIFFIN STREET), SET VERTICALLY 2.3 METERS (7.57 FT) NORTH OF
 OL0383'THE SOUTHWEST CORNER OF THE GRIFFIN ELEMENTARY SCHOOL BUILDING, ABOUT
 OL0383'1.4 METERS (4.6 FT) ABOVE THE SIDEWALK, 35.50 METERS (116.5 FT) EAST
 OL0383'OF THE CENTERLINE OF GRIFFIN STREET, AND 56.44 METERS (185.2 FT) NORTH
 OL0383'OF THE CENTERLINE OF ROBBINS ROAD.
 OL0383
 OL0383                          STATION RECOVERY (1992)
 OL0383
 OL0383'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0383'RECOVERED IN GOOD CONDITION.
 OL0383
 OL0383                          STATION RECOVERY (1997)
 OL0383
 OL0383'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0383'RECOVERED IN GOOD CONDITION.
 OL0383
 OL0383                          STATION RECOVERY (2005)
 OL0383
 OL0383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1241 ***********************************************************************
 RJ1241  DESIGNATION -  LUCE
 RJ1241  PID         -  RJ1241
 RJ1241  STATE/COUNTY-  MI/LUCE
 RJ1241  USGS QUAD   -  GRAND MARAIS SE (1968)
 RJ1241
 RJ1241                         *CURRENT SURVEY CONTROL
 RJ1241  ___________________________________________________________________
 RJ1241* NAD 83(1994)-  46 31 03.36481(N)    085 51 15.13621(W)     ADJUSTED  
 RJ1241* NAVD 88     -       365.     (meters)    1198.     (feet)  SCALED    
 RJ1241  ___________________________________________________________________
 RJ1241  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 RJ1241  GEOID HEIGHT-         -35.61  (meters)                     GEOID03
 RJ1241
 RJ1241  HORZ ORDER  -  FIRST
 RJ1241
 RJ1241.The horizontal coordinates were established by classical geodetic methods
 RJ1241.and adjusted by the National Geodetic Survey in February 1997..
 RJ1241
 RJ1241.The orthometric height was scaled from a topographic map.
 RJ1241
 RJ1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1241
 RJ1241.The geoid height was determined by GEOID03.
 RJ1241
 RJ1241;                    North         East     Units Scale Factor Converg.
 RJ1241;SPC MI N     -   193,389.983 8,087,914.964   MT  0.99991104   +0 49 41.4
 RJ1241;SPC MI N     -   634,481.57 26,535,154.08   iFT  0.99991104   +0 49 41.4
 RJ1241;UTM  16      - 5,152,196.860   587,890.375   MT  0.99969495   +0 49 53.1
 RJ1241
 RJ1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1241!SPC MI N     -   0.99994836  x   0.99991104  =   0.99985940
 RJ1241!UTM  16      -   0.99994836  x   0.99969495  =   0.99964333
 RJ1241
 RJ1241:                Primary Azimuth Mark                     Grid Az
 RJ1241:SPC MI N     -  GRAND                                    006 21 32.6
 RJ1241:UTM  16      -  GRAND                                    006 21 20.9
 RJ1241
 RJ1241|---------------------------------------------------------------------|
 RJ1241| PID    Reference Object                     Distance      Geod. Az  |
 RJ1241|                                                           dddmmss.s |
 RJ1241| RJ1239 GRAND                               APPROX.12.2 KM 0071114.0 |
 RJ1241| RJ1237 LAKE SUPERIOR WEST LOOKOUT TWR      APPROX.18.5 KM 0534320.4 |
 RJ1241| CH1351 LUCE RM 1                            25.328 METERS 06543     |
 RJ1241| RJ1212 BEECH HILL LOOKOUT TOWER            APPROX.10.8 KM 1260608.5 |
 RJ1241| CH1352 LUCE RM 2                            21.446 METERS 21310     |
 RJ1241| RK0608 GYPSY LAKE USAF RADAR DOME          APPROX.14.4 KM 2832803.7 |
 RJ1241|---------------------------------------------------------------------|
 RJ1241
 RJ1241                          SUPERSEDED SURVEY CONTROL
 RJ1241
 RJ1241  NAD 83(1986)-  46 31 03.35895(N)    085 51 15.13318(W) AD(       ) 1
 RJ1241  NAD 27      -  46 31 03.40993(N)    085 51 14.59598(W) AD(       ) 1
 RJ1241
 RJ1241.Superseded values are not recommended for survey control.
 RJ1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1241.See file dsdata.txt to determine how the superseded data were derived.
 RJ1241
 RJ1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES8789052197(NAD 83)
 RJ1241_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 RJ1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1241_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1241
 RJ1241  HISTORY     - Date     Condition        Report By
 RJ1241  HISTORY     - 1965     MONUMENTED       CGS
 RJ1241
 RJ1241                          STATION DESCRIPTION
 RJ1241
 RJ1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1241'STATION IS ON A HEAVILY WOODED HILL ABOUT 13-1/2 MILES
 RJ1241'NORTH-NORTHEAST OF SENEY, 15
 RJ1241'1/2 MILES NORTH-NORTHWEST OF MCMILLAN AND IS BELIEVED TO BE ON
 RJ1241'PRIVATE PROPERTY BUT THE OWNER IS
 RJ1241'NOT KNOWN.
 RJ1241'
 RJ1241'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 77
 RJ1241'ABOUT 0.1 MILE OF THE SCHOOL
 RJ1241'IN SENEY, GO NORTH ON HIGHWAY 77 FOR 10.25 MILES TO WHERE THE HIGHWAY
 RJ1241'CURVES LEFT AND A GRAVELED ROAD
 RJ1241'CONTINUES STRAIGHT AHEAD, NORTH.  CONTINUE NORTH ON THE
 RJ1241'GRAVELED ROAD FOR 0.7 MILE TO A CROSSROAD.
 RJ1241'CONTINUE EAST-NORTHEAST ON A SAND ROAD FOR
 RJ1241'2.15 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO EAST-NORTHEAST ON
 RJ1241'A SAND ROAD FOR 0.6 MILE TO A SIDE
 RJ1241'ROAD RIGHT.  CONTINUE NORTHEASTERLY ON THE MAIN SAND ROAD FOR 1.9
 RJ1241'MILES TO A DIM TRACK ROAD RIGHT AND
 RJ1241'AN 18 INCH TRIANGULAR BLAZED MAPLE TREE ON THE RIGHT.  TURN RIGHT
 RJ1241'AND GO EAST AND SOUTHERLY ON THE DIM
 RJ1241'TRACK ROAD FOR 0.75 MILE TO A 20 INCH TRIANGULAR
 RJ1241'BLAZED MAPLE TREE ON THE RIGHT.  FROM THIS POINT PACK
 RJ1241'NORTHWEST UP A HILL FOR ABOUT 200
 RJ1241'YARDS TO THE HIGHEST POINT OF A HILL AND THE STATION.
 RJ1241'
 RJ1241'STATION MARKS ARE STANDARD DISKS STAMPED LUCE 1965.  THE SURFACE DISK
 RJ1241'IS SET IN A ROUND CONCRETE
 RJ1241'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 5 FEET
 RJ1241'EAST OF A METAL WITNESS POST, 30 FEET
 RJ1241'NORTHWEST OF A 14 INCH BEECH TREE AND 31 FEET SOUTHWEST
 RJ1241'OF A 12 INCH BEECH TREE.  THE UNDERGROUND DISK IS
 RJ1241'SET IN AN IRREGULAR MASS OF CONCRETE 42
 RJ1241'INCHES BELOW THE SURFACE OF THE GROUND.
 RJ1241'
 RJ1241'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LUCE NO 1 1965, IS
 RJ1241'BRAZED TO THE TOP OF A 2
 RJ1241'INCH IRON PIPE WHICH PROJECTS 4 INCHES.  IT IS 1.5 FEET SOUTHWEST OF
 RJ1241'A METAL WITNESS POST, 8 FEET
 RJ1241'SOUTHWEST OF AN 18 INCH TRIANGULAR BLAZED BEECH TREE AND 14 FEET
 RJ1241'EAST OF A 20 INCH BEECH TREE.
 RJ1241'
 RJ1241'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LUCE NO 2 1965, IS
 RJ1241'BRAZED TO THE TOP OF A 2
 RJ1241'INCH IRON PIPE WHICH PROJECTS 5 INCHES.  IT IS 1 FOOT NORTH OF A 14
 RJ1241'INCH TRIANGULAR BLAZED BEECH
 RJ1241'TREE, 6.5 FEET NORTHWEST OF A METAL WITNESS POST AND 28 FEET
 RJ1241'SOUTHWEST OF A 20 INCH BEECH TREE.
 RJ1241'
 RJ1241'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND DUE TO HEAVY
 RJ1241'GROWTH OF TIMBER.
 RJ1241'
 RJ1241'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1391 ***********************************************************************
 RJ1391  DESIGNATION -  LUCEPORT AZ MK
 RJ1391  PID         -  RJ1391
 RJ1391  STATE/COUNTY-  MI/LUCE
 RJ1391  USGS QUAD   -  ROBERTS CORNER (1973)
 RJ1391
 RJ1391                         *CURRENT SURVEY CONTROL
 RJ1391  ___________________________________________________________________
 RJ1391* NAD 83(1994)-  46 18 43.12705(N)    085 27 15.16229(W)     ADJUSTED  
 RJ1391* NAVD 88     -       260.     (meters)     853.     (feet)  GPS OBS   
 RJ1391  ___________________________________________________________________
 RJ1391  X           -     349,792.492 (meters)                     COMP
 RJ1391  Y           -  -4,399,581.079 (meters)                     COMP
 RJ1391  Z           -   4,589,431.081 (meters)                     COMP
 RJ1391  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 RJ1391  ELLIP HEIGHT-         224.41  (meters)          (07/17/02) GPS OBS
 RJ1391  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 RJ1391
 RJ1391  HORZ ORDER  -  FIRST
 RJ1391  ELLP ORDER  -  FOURTH    CLASS I
 RJ1391
 RJ1391.This mark is at Luce Co Hale Airport (ERY)
 RJ1391
 RJ1391.The horizontal coordinates were established by GPS observations
 RJ1391.and adjusted by the National Geodetic Survey in February 1997..
 RJ1391.No horizontal observational check was made to the station.
 RJ1391
 RJ1391.The orthometric height was determined by GPS observations and a
 RJ1391.high-resolution geoid model.
 RJ1391.No vertical observational check was made to the station.
 RJ1391
 RJ1391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ1391
 RJ1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1391
 RJ1391.The ellipsoidal height was determined by GPS observations
 RJ1391.and is referenced to NAD 83.
 RJ1391
 RJ1391.The geoid height was determined by GEOID03.
 RJ1391
 RJ1391;                    North         East     Units Scale Factor Converg.
 RJ1391;SPC MI N     -   171,060.739 8,119,047.991   MT  0.99990294   +1 07 02.2
 RJ1391;SPC MI N     -   561,222.90 26,637,296.56   iFT  0.99990294   +1 07 02.2
 RJ1391;UTM  16      - 5,129,872.632   619,018.825   MT  0.99977413   +1 07 04.5
 RJ1391
 RJ1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1391!SPC MI N     -   0.99996482  x   0.99990294  =   0.99986777
 RJ1391!UTM  16      -   0.99996482  x   0.99977413  =   0.99973896
 RJ1391
 RJ1391:                Primary Azimuth Mark                     Grid Az
 RJ1391:SPC MI N     -  UPPER                                    204 51 32.6
 RJ1391:UTM  16      -  UPPER                                    204 51 30.3
 RJ1391
 RJ1391|---------------------------------------------------------------------|
 RJ1391| PID    Reference Object                     Distance      Geod. Az  |
 RJ1391|                                                           dddmmss.s |
 RJ1391| RJ1194 UPPER                               435.495 METERS 2055834.8 |
 RJ1391|---------------------------------------------------------------------|
 RJ1391
 RJ1391                          SUPERSEDED SURVEY CONTROL
 RJ1391
 RJ1391  ELLIP H (02/03/97)  224.44   (m)                       GP(       ) 4 1
 RJ1391  NAD 83(1986)-  46 18 43.12354(N)    085 27 15.16310(W) AD(       ) 1
 RJ1391  NAD 83(1986)-  46 18 43.12341(N)    085 27 15.16284(W) AD(       ) 3
 RJ1391  NGVD 29 (03/27/91)  259.4    (m)          851.     (f) GPS OBS        
 RJ1391
 RJ1391.Superseded values are not recommended for survey control.
 RJ1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1391.See file dsdata.txt to determine how the superseded data were derived.
 RJ1391
 RJ1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1901929873(NAD 83)
 RJ1391_MARKER: I = METAL ROD
 RJ1391_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RJ1391_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RJ1391_STAMPING: LUCEPORT AZ MK 1989
 RJ1391_MARK LOGO: NGS   
 RJ1391_PROJECTION: FLUSH
 RJ1391_MAGNETIC: I = MARKER IS A STEEL ROD
 RJ1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ1391+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 RJ1391_ROD/PIPE-DEPTH: 28.0 meters
 RJ1391_SLEEVE-DEPTH  : 1.0 meters
 RJ1391
 RJ1391  HISTORY     - Date     Condition        Report By
 RJ1391  HISTORY     - 1989     MONUMENTED       NGS
 RJ1391  HISTORY     - 20051102 GOOD             INDIV
 RJ1391
 RJ1391                          STATION DESCRIPTION
 RJ1391
 RJ1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 RJ1391'THE STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) SOUTHEAST OF NEWBERRY,
 RJ1391'AT THE NEWBERRY LUCE COUNTY AIRPORT, ALONG THE SOUTHWEST EDGE OF THE
 RJ1391'PAVED RUNWAY, NEAR THE 2ND VASI NORTHWEST FROM THE SOUTHEAST END OF
 RJ1391'THE RUNWAY.  OWNERSHIP---COUNTY OF LUCE, C/O AIRPORT MANAGER LARRY
 RJ1391'OBEY, BOX 209, NEWBERRY MI 49868.  PHONE IS (906) 293-9956 OR HOME
 RJ1391'(906) 293-3994.
 RJ1391'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 AND 123,
 RJ1391'ABOUT 4.8 KM (3.00 MI) SOUTH OF NEWBERRY, GO EAST FOR 4.0 KM
 RJ1391'(2.50 MI) ON HIGHWAY 28 TO A PAVED CROSSROAD.  TURN LEFT AND GO NORTH
 RJ1391'FOR 0.8 KM (0.50 MI) ON THE AIRPORT AND COUNTY FAIRGROUND ENTRANCE
 RJ1391'ROAD TO THE ROADS END AND THE AIRPORT PARKING AREA RIGHT.  TURN RIGHT
 RJ1391'AND GO EAST FOR 60 METERS ACROSS THE PARKING AREA TO THE SOUTH END OF
 RJ1391'A FENCE, WITH A GATE, AND THE AIRPORT OFFICE ON THE LEFT.  CONTINUE
 RJ1391'EAST FOR 30 METERS, PASSING TO THE SOUTH OF THE FENCE, TO THE
 RJ1391'CONNECTING TAXIWAY LEFT.  TURN LEFT AND GO NORTH FOR 0.2 KM (0.10 MI)
 RJ1391'ON THE CONNECTING TAXIWAY TO THE RUNWAY.  TURN RIGHT AND GO SOUTHEAST
 RJ1391'FOR 0.2 KM (0.10 MI) ON THE RUNWAY TO THE STATION ON THE RIGHT JUST
 RJ1391'PAST A VASI RIGHT.
 RJ1391'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 RJ1391'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 28.0 METERS IN A
 RJ1391'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 RJ1391'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 RJ1391'LOCATED 16.1 M (52.8 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF THE
 RJ1391'RUNWAY, 6.6 M (21.7 FT) EAST-SOUTHEAST FROM THE SOUTHEAST SUPPORT LEG
 RJ1391'OF THE 2ND VASI NORTHWEST FROM THE SOUTHEAST END OF THE RUNWAY, 1.7 M
 RJ1391'(5.6 FT) NORTHEAST FROM A CARSONITE WITNESS POST.
 RJ1391'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 RJ1391'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RJ1391
 RJ1391                          STATION RECOVERY (2005)
 RJ1391
 RJ1391'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 RJ1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0609 ***********************************************************************
 PM0609  DESIGNATION -  LUDI
 PM0609  PID         -  PM0609
 PM0609  STATE/COUNTY-  MI/MASON
 PM0609  USGS QUAD   -  
 PM0609
 PM0609                         *CURRENT SURVEY CONTROL
 PM0609  ___________________________________________________________________
 PM0609* NAD 83(1994)-  44 01 47.82523(N)    086 30 18.20670(W)     ADJUSTED  
 PM0609* NAVD 88     -       180.4    (meters)     592.     (feet)  VERTCON   
 PM0609  ___________________________________________________________________
 PM0609  X           -     280,007.621 (meters)                     COMP
 PM0609  Y           -  -4,584,725.433 (meters)                     COMP
 PM0609  Z           -   4,410,585.640 (meters)                     COMP
 PM0609  LAPLACE CORR-           4.37  (seconds)                    DEFLEC99
 PM0609  ELLIP HEIGHT-         144.86  (meters)          (07/17/02) GPS OBS
 PM0609  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 PM0609
 PM0609  HORZ ORDER  -  SECOND
 PM0609  ELLP ORDER  -  FOURTH    CLASS I
 PM0609
 PM0609.The horizontal coordinates were established by GPS observations
 PM0609.and adjusted by the National Geodetic Survey in February 1997..
 PM0609
 PM0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0609
 PM0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0609
 PM0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0609
 PM0609.The ellipsoidal height was determined by GPS observations
 PM0609.and is referenced to NAD 83.
 PM0609
 PM0609.The geoid height was determined by GEOID03.
 PM0609
 PM0609;                    North         East     Units Scale Factor Converg.
 PM0609;SPC MI C     -    81,522.705 5,828,587.352   MT  1.00003868   -1 30 38.1
 PM0609;SPC MI C     -   267,462.94 19,122,661.92   iFT  1.00003868   -1 30 38.1
 PM0609;UTM  16      - 4,875,318.556   539,661.631   MT  0.99961935   +0 20 38.4
 PM0609
 PM0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0609!SPC MI C     -   0.99997729  x   1.00003868  =   1.00001596
 PM0609!UTM  16      -   0.99997729  x   0.99961935  =   0.99959664
 PM0609
 PM0609                          SUPERSEDED SURVEY CONTROL
 PM0609
 PM0609  ELLIP H (02/03/97)  144.91   (m)                       GP(       ) 4 1
 PM0609  NAD 83(1986)-  44 01 47.83037(N)    086 30 18.20780(W) AD(       ) 2
 PM0609  NGVD 29 (12/10/93)  180.4    (m)          592.     (f) GPS OBS        
 PM0609
 PM0609.Superseded values are not recommended for survey control.
 PM0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0609.See file dsdata.txt to determine how the superseded data were derived.
 PM0609
 PM0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP3966275319(NAD 83)
 PM0609_MARKER: DD = SURVEY DISK
 PM0609_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PM0609_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PM0609_STAMPING: LUDI
 PM0609_MARK LOGO: NOS   
 PM0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0609_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0609+STABILITY: POSITION/ELEVATION WELL
 PM0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0609+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 PM0609
 PM0609  HISTORY     - Date     Condition        Report By
 PM0609  HISTORY     - 1993     MONUMENTED       NOS
 PM0609  HISTORY     - 20010815 GOOD             NGS
 PM0609  HISTORY     - 20040424 GOOD             USPSQD
 PM0609
 PM0609                          STATION DESCRIPTION
 PM0609
 PM0609'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0609'THE STATION IS LOCATED 6.0 MI (9.7 KM) NNW OF THE CITY OF LUDINGTON,
 PM0609'IN THE LUDINGTON STATE PARK JUST SOUTH OF THE STATE HIGHWAY 116
 PM0609'BRIDGE OVER BIG SABLE RIVER.
 PM0609'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 10 AND STATE
 PM0609'HIGHWAY 116 IN DOWNTOWN LUDINGTON, TAKE STATE HIGHWAY 116 EAST FOR
 PM0609'0.3 MI (0.5 KM) TO A 90 DEGREE TURN TO THE RIGHT AT THE MICHIGAN
 PM0609'LAKESHORE, TURN RIGHT AND PROCEED NORTHERLY AND WESTERLY FOR 6.4 MI
 PM0609'(10.3 KM) TO A PAVED ROAD ON THE RIGHT JUST BEFORE A BRIDGE OVER BIG
 PM0609'SABLE RIVER AND THE STATION ON THE RIGHT IN GRASSY RIGHT OF WAY.
 PM0609'IT IS 28.0 FT (8.5 M) NORTH-NORTHEAST OF A UNDERGROUND CABLE JUNCTION
 PM0609'BOX, 47.0 FT (14.3 M) EAST OF THE CENTERLINE OF HIGHWAY 161, 78.0 FT
 PM0609'(23.8 M) NORTH OF THE CENTERLINE OF A PAVED ROAD LEADING EAST AND
 PM0609'165.0 FT (50.3 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 PM0609'HIGHWAY BRIDGE BIG SABLE RIVER.
 PM0609
 PM0609                          STATION RECOVERY (2001)
 PM0609
 PM0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0609'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0609
 PM0609                          STATION RECOVERY (2004)
 PM0609
 PM0609'RECOVERY NOTE BY US POWER SQUADRON 2004
 PM0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0536 ***********************************************************************
 OL0536  DESIGNATION -  LUDINGTON CARROM CO TANK
 OL0536  PID         -  OL0536
 OL0536  STATE/COUNTY-  MI/MASON
 OL0536  USGS QUAD   -  
 OL0536
 OL0536                         *CURRENT SURVEY CONTROL
 OL0536  ___________________________________________________________________
 OL0536* NAD 83(1994)-  43 58 09.56589(N)    086 26 44.00142(W)     ADJUSTED  
 OL0536* NAVD 88     -                                                        
 OL0536  ___________________________________________________________________
 OL0536  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 OL0536  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 OL0536
 OL0536  HORZ ORDER  -  THIRD
 OL0536
 OL0536.The horizontal coordinates were established by classical geodetic methods
 OL0536.and adjusted by the National Geodetic Survey in February 1997..
 OL0536
 OL0536
 OL0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0536
 OL0536.The geoid height was determined by GEOID03.
 OL0536
 OL0536;                    North         East     Units Scale Factor Converg.
 OL0536;SPC MI C     -    74,664.133 5,833,183.258   MT  1.00005591   -1 28 06.8
 OL0536;SPC MI C     -   244,961.07 19,137,740.35   iFT  1.00005591   -1 28 06.8
 OL0536;UTM  16      - 4,868,615.121   544,474.982   MT  0.99962433   +0 23 05.8
 OL0536
 OL0536                          SUPERSEDED SURVEY CONTROL
 OL0536
 OL0536  NAD 83(1986)-  43 58 09.56824(N)    086 26 44.00582(W) AD(       ) 4
 OL0536  NAD 27      -  43 58 09.55391(N)    086 26 43.70254(W) AD(       ) 3
 OL0536
 OL0536.Superseded values are not recommended for survey control.
 OL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0536.See file dsdata.txt to determine how the superseded data were derived.
 OL0536
 OL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4447568615(NAD 83)
 OL0536
 OL0536  HISTORY     - Date     Condition        Report By
 OL0536  HISTORY     - UNK      MONUMENTED
 OL0536  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0536  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0536  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0536  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OL0536  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 OL0536
 OL0536                          STATION DESCRIPTION
 OL0536
 OL0536'DESCRIBED BY US LAKE SURVEY 1965
 OL0536'STATION RECOVERED.
 OL0536
 OL0536                          STATION RECOVERY (1995)
 OL0536
 OL0536'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0536'MARK NOT FOUND.
 OL0536
 OL0536                          STATION RECOVERY (2001)
 OL0536
 OL0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0536'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0536
 OL0536                          STATION RECOVERY (2001)
 OL0536
 OL0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0536'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0536
 OL0536                          STATION RECOVERY (2005)
 OL0536
 OL0536'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0536'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3764 ***********************************************************************
 DH3764  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3764  DESIGNATION -  LUDINGTON CORS ARP
 DH3764  CORS_ID     -  MILT
 DH3764  PID         -  DH3764
 DH3764  STATE/COUNTY-  MI/MASON
 DH3764  USGS QUAD   -  
 DH3764
 DH3764                         *CURRENT SURVEY CONTROL
 DH3764  ___________________________________________________________________
 DH3764* NAD 83(CORS)-  43 56 50.58617(N)    086 26 29.50590(W)     ADJUSTED  
 DH3764* NAVD 88     -                                                        
 DH3764  ___________________________________________________________________
 DH3764  EPOCH DATE  -        2002.00
 DH3764  X           -     285,486.436 (meters)                     COMP
 DH3764  Y           -  -4,590,773.115 (meters)                     COMP
 DH3764  Z           -   4,403,986.399 (meters)                     COMP
 DH3764  ELLIP HEIGHT-         146.99  (meters)          (06/??/05) GPS OBS
 DH3764  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DH3764
 DH3764  HORZ ORDER  -  SPECIAL (CORS)
 DH3764  ELLP ORDER  -  SPECIAL (CORS)
 DH3764
 DH3764.ITRF positions are available for this station.
 DH3764.The coordinates were established by GPS observations
 DH3764.and adjusted by the National Geodetic Survey in June 2005..
 DH3764.The coordinates are valid at the epoch date displayed above.
 DH3764.The epoch date for horizontal control is a decimal equivalence
 DH3764.of Year/Month/Day.
 DH3764
 DH3764
 DH3764.The PID for the CORS L1 Phase Center is DI0795.
 DH3764
 DH3764.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3764
 DH3764.The ellipsoidal height was determined by GPS observations
 DH3764.and is referenced to NAD 83.
 DH3764
 DH3764.The geoid height was determined by GEOID03.
 DH3764
 DH3764;                    North         East     Units Scale Factor Converg.
 DH3764;SPC MI C     -    72,218.860 5,833,443.934   MT  1.00006242   -1 27 56.5
 DH3764;SPC MI C     -   236,938.52 19,138,595.58   iFT  1.00006242   -1 27 56.5
 DH3764
 DH3764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3764!SPC MI C     -   0.99997695  x   1.00006242  =   1.00003937
 DH3764
 DH3764                          SUPERSEDED SURVEY CONTROL
 DH3764
 DH3764.No superseded survey control is available for this station.
 DH3764
 DH3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4481466181(NAD 83)
 DH3764_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3764
 DH3764                          STATION DESCRIPTION
 DH3764
 DH3764'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3764'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3764'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3764'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3764'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3764'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0795 ***********************************************************************
 DI0795  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0795  DESIGNATION -  LUDINGTON CORS L1 PHASE CENTER
 DI0795  CORS_ID     -  MILT
 DI0795  PID         -  DI0795
 DI0795  STATE/COUNTY-  MI/MASON
 DI0795  USGS QUAD   -  
 DI0795
 DI0795                         *CURRENT SURVEY CONTROL
 DI0795  ___________________________________________________________________
 DI0795* NAD 83(CORS)-  43 56 50.58618(N)    086 26 29.50588(W)     ADJUSTED  
 DI0795* NAVD 88     -                                                        
 DI0795  ___________________________________________________________________
 DI0795  EPOCH DATE  -        2002.00
 DI0795  X           -     285,486.440 (meters)                     COMP
 DI0795  Y           -  -4,590,773.165 (meters)                     COMP
 DI0795  Z           -   4,403,986.448 (meters)                     COMP
 DI0795  ELLIP HEIGHT-         147.06  (meters)          (06/??/05) GPS OBS
 DI0795  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 DI0795
 DI0795  HORZ ORDER  -  SPECIAL (CORS)
 DI0795  ELLP ORDER  -  SPECIAL (CORS)
 DI0795
 DI0795.ITRF positions are available for this station.
 DI0795.The coordinates were established by GPS observations
 DI0795.and adjusted by the National Geodetic Survey in June 2005..
 DI0795.The coordinates are valid at the epoch date displayed above.
 DI0795.The epoch date for horizontal control is a decimal equivalence
 DI0795.of Year/Month/Day.
 DI0795
 DI0795
 DI0795.The PID for the CORS ARP is DH3764.
 DI0795
 DI0795.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0795
 DI0795.The ellipsoidal height was determined by GPS observations
 DI0795.and is referenced to NAD 83.
 DI0795
 DI0795.The geoid height was determined by GEOID03.
 DI0795
 DI0795;                    North         East     Units Scale Factor Converg.
 DI0795;SPC MI C     -    72,218.861 5,833,443.934   MT  1.00006242   -1 27 56.5
 DI0795;SPC MI C     -   236,938.52 19,138,595.58   iFT  1.00006242   -1 27 56.5
 DI0795
 DI0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0795!SPC MI C     -   0.99997694  x   1.00006242  =   1.00003936
 DI0795
 DI0795                          SUPERSEDED SURVEY CONTROL
 DI0795
 DI0795.No superseded survey control is available for this station.
 DI0795
 DI0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4481466181(NAD 83)
 DI0795_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0795
 DI0795                          STATION DESCRIPTION
 DI0795
 DI0795'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0795'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0795'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0795'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0795'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0795'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0534 ***********************************************************************
 OL0534  DESIGNATION -  LUDINGTON EMANUEL LUTH CHURCH
 OL0534  PID         -  OL0534
 OL0534  STATE/COUNTY-  MI/MASON
 OL0534  USGS QUAD   -  
 OL0534
 OL0534                         *CURRENT SURVEY CONTROL
 OL0534  ___________________________________________________________________
 OL0534* NAD 83(1994)-  43 57 05.93289(N)    086 26 30.83587(W)     ADJUSTED  
 OL0534* NAVD 88     -                                                        
 OL0534  ___________________________________________________________________
 OL0534  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 OL0534  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0534
 OL0534  HORZ ORDER  -  THIRD
 OL0534
 OL0534.The horizontal coordinates were established by classical geodetic methods
 OL0534.and adjusted by the National Geodetic Survey in February 1997..
 OL0534
 OL0534
 OL0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0534
 OL0534.The geoid height was determined by GEOID03.
 OL0534
 OL0534;                    North         East     Units Scale Factor Converg.
 OL0534;SPC MI C     -    72,693.158 5,833,426.403   MT  1.00006114   -1 27 57.5
 OL0534;SPC MI C     -   238,494.61 19,138,538.07   iFT  1.00006114   -1 27 57.5
 OL0534;UTM  16      - 4,866,653.893   544,781.613   MT  0.99962466   +0 23 14.5
 OL0534
 OL0534                          SUPERSEDED SURVEY CONTROL
 OL0534
 OL0534  NAD 83(1986)-  43 57 05.93758(N)    086 26 30.83986(W) AD(       ) 4
 OL0534  NAD 27      -  43 57 05.91970(N)    086 26 30.53896(W) AD(       ) 3
 OL0534
 OL0534.Superseded values are not recommended for survey control.
 OL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0534.See file dsdata.txt to determine how the superseded data were derived.
 OL0534
 OL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4478266654(NAD 83)
 OL0534
 OL0534  HISTORY     - Date     Condition        Report By
 OL0534  HISTORY     - UNK      MONUMENTED
 OL0534  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0534  HISTORY     - 19950910 GOOD             USPSQD
 OL0534  HISTORY     - 19970807 GOOD             USPSQD
 OL0534  HISTORY     - 20011128 GOOD             NGS
 OL0534  HISTORY     - 20021009 MARK NOT FOUND   USPSQD
 OL0534
 OL0534                          STATION DESCRIPTION
 OL0534
 OL0534'DESCRIBED BY US LAKE SURVEY 1965
 OL0534'STATION RECOVERED.
 OL0534
 OL0534                          STATION RECOVERY (1995)
 OL0534
 OL0534'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0534'RECOVERED IN GOOD CONDITION.
 OL0534
 OL0534                          STATION RECOVERY (1997)
 OL0534
 OL0534'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0534'RECOVERED IN GOOD CONDITION.
 OL0534
 OL0534                          STATION RECOVERY (2001)
 OL0534
 OL0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0534'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0534
 OL0534                          STATION RECOVERY (2002)
 OL0534
 OL0534'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0535 ***********************************************************************
 OL0535  DESIGNATION -  LUDINGTON HIGH SCHOOL BELFRY
 OL0535  PID         -  OL0535
 OL0535  STATE/COUNTY-  MI/MASON
 OL0535  USGS QUAD   -  
 OL0535
 OL0535                         *CURRENT SURVEY CONTROL
 OL0535  ___________________________________________________________________
 OL0535* NAD 83(1994)-  43 57 10.89818(N)    086 26 29.26731(W)     ADJUSTED  
 OL0535* NAVD 88     -                                                        
 OL0535  ___________________________________________________________________
 OL0535  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 OL0535  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 OL0535
 OL0535  HORZ ORDER  -  THIRD
 OL0535
 OL0535.The horizontal coordinates were established by classical geodetic methods
 OL0535.and adjusted by the National Geodetic Survey in February 1997..
 OL0535
 OL0535
 OL0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0535
 OL0535.The geoid height was determined by GEOID03.
 OL0535
 OL0535;                    North         East     Units Scale Factor Converg.
 OL0535;SPC MI C     -    72,845.472 5,833,465.289   MT  1.00006073   -1 27 56.3
 OL0535;SPC MI C     -   238,994.33 19,138,665.65   iFT  1.00006073   -1 27 56.3
 OL0535;UTM  16      - 4,866,807.318   544,815.537   MT  0.99962470   +0 23 15.6
 OL0535
 OL0535                          SUPERSEDED SURVEY CONTROL
 OL0535
 OL0535  NAD 83(1986)-  43 57 10.90217(N)    086 26 29.27212(W) AD(       ) 4
 OL0535  NAD 27      -  43 57 10.88459(N)    086 26 28.97010(W) AD(       ) 3
 OL0535
 OL0535.Superseded values are not recommended for survey control.
 OL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0535.See file dsdata.txt to determine how the superseded data were derived.
 OL0535
 OL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4481666807(NAD 83)
 OL0535
 OL0535  HISTORY     - Date     Condition        Report By
 OL0535  HISTORY     - UNK      MONUMENTED
 OL0535  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0535  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0535  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OL0535  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 OL0535
 OL0535                          STATION DESCRIPTION
 OL0535
 OL0535'DESCRIBED BY US LAKE SURVEY 1965
 OL0535'BELFRY REMOVED FROM ROOF OF SCHOOL PRIOR TO VISIT.
 OL0535
 OL0535                          STATION RECOVERY (1995)
 OL0535
 OL0535'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0535'MARK NOT FOUND.
 OL0535
 OL0535                          STATION RECOVERY (2001)
 OL0535
 OL0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0535'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0535
 OL0535                          STATION RECOVERY (2005)
 OL0535
 OL0535'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0535'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0533 ***********************************************************************
 OL0533  DESIGNATION -  LUDINGTON MASON CO CTHSE CUP
 OL0533  PID         -  OL0533
 OL0533  STATE/COUNTY-  MI/MASON
 OL0533  USGS QUAD   -  
 OL0533
 OL0533                         *CURRENT SURVEY CONTROL
 OL0533  ___________________________________________________________________
 OL0533* NAD 83(1994)-  43 57 18.13275(N)    086 26 39.49754(W)     ADJUSTED  
 OL0533* NAVD 88     -                                                        
 OL0533  ___________________________________________________________________
 OL0533  LAPLACE CORR-           4.62  (seconds)                    DEFLEC99
 OL0533  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 OL0533
 OL0533  HORZ ORDER  -  THIRD
 OL0533
 OL0533.The horizontal coordinates were established by classical geodetic methods
 OL0533.and adjusted by the National Geodetic Survey in February 1997..
 OL0533
 OL0533
 OL0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0533
 OL0533.The geoid height was determined by GEOID03.
 OL0533
 OL0533;                    North         East     Units Scale Factor Converg.
 OL0533;SPC MI C     -    73,074.541 5,833,242.965   MT  1.00006013   -1 28 03.6
 OL0533;SPC MI C     -   239,745.87 19,137,936.24   iFT  1.00006013   -1 28 03.6
 OL0533;UTM  16      - 4,867,028.980   544,586.021   MT  0.99962445   +0 23 08.6
 OL0533
 OL0533                          SUPERSEDED SURVEY CONTROL
 OL0533
 OL0533  NAD 83(1986)-  43 57 18.13665(N)    086 26 39.50233(W) AD(       ) 4
 OL0533  NAD 27      -  43 57 18.11926(N)    086 26 39.19987(W) AD(       ) 3
 OL0533
 OL0533.Superseded values are not recommended for survey control.
 OL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0533.See file dsdata.txt to determine how the superseded data were derived.
 OL0533
 OL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4458667029(NAD 83)
 OL0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0533+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0533
 OL0533  HISTORY     - Date     Condition        Report By
 OL0533  HISTORY     - UNK      MONUMENTED
 OL0533  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0533  HISTORY     - 19950910 GOOD             USPSQD
 OL0533  HISTORY     - 19970807 GOOD             USPSQD
 OL0533  HISTORY     - 20011128 GOOD             NGS
 OL0533  HISTORY     - 20051014 GOOD             USPSQD
 OL0533
 OL0533                          STATION DESCRIPTION
 OL0533
 OL0533'DESCRIBED BY US LAKE SURVEY 1965
 OL0533'STATION RECOVERED.
 OL0533
 OL0533                          STATION RECOVERY (1995)
 OL0533
 OL0533'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0533'RECOVERED IN GOOD CONDITION.
 OL0533
 OL0533                          STATION RECOVERY (1997)
 OL0533
 OL0533'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0533'RECOVERED IN GOOD CONDITION.
 OL0533
 OL0533                          STATION RECOVERY (2001)
 OL0533
 OL0533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0533'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0533
 OL0533                          STATION RECOVERY (2005)
 OL0533
 OL0533'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0533'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0532 ***********************************************************************
 OL0532  DESIGNATION -  LUDINGTON MORTON SALT CO STACK
 OL0532  PID         -  OL0532
 OL0532  STATE/COUNTY-  MI/MASON
 OL0532  USGS QUAD   -  
 OL0532
 OL0532                         *CURRENT SURVEY CONTROL
 OL0532  ___________________________________________________________________
 OL0532* NAD 83(1994)-  43 56 18.34057(N)    086 26 05.23909(W)     ADJUSTED  
 OL0532* NAVD 88     -                                                        
 OL0532  ___________________________________________________________________
 OL0532  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 OL0532  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OL0532
 OL0532  HORZ ORDER  -  THIRD
 OL0532
 OL0532.The horizontal coordinates were established by classical geodetic methods
 OL0532.and adjusted by the National Geodetic Survey in February 1997..
 OL0532
 OL0532
 OL0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0532
 OL0532.The geoid height was determined by GEOID03.
 OL0532
 OL0532;                    North         East     Units Scale Factor Converg.
 OL0532;SPC MI C     -    71,210.066 5,833,959.546   MT  1.00006511   -1 27 39.4
 OL0532;SPC MI C     -   233,628.83 19,140,287.22   iFT  1.00006511   -1 27 39.4
 OL0532;UTM  16      - 4,865,189.460   545,362.184   MT  0.99962531   +0 23 31.9
 OL0532
 OL0532                          SUPERSEDED SURVEY CONTROL
 OL0532
 OL0532  NAD 83(1986)-  43 56 18.34455(N)    086 26 05.24417(W) AD(       ) 4
 OL0532  NAD 27      -  43 56 18.32637(N)    086 26 04.94378(W) AD(       ) 3
 OL0532
 OL0532.Superseded values are not recommended for survey control.
 OL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0532.See file dsdata.txt to determine how the superseded data were derived.
 OL0532
 OL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4536265189(NAD 83)
 OL0532
 OL0532  HISTORY     - Date     Condition        Report By
 OL0532  HISTORY     - UNK      MONUMENTED
 OL0532  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0532  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0532  HISTORY     - 20010815 POOR             NGS
 OL0532  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OL0532
 OL0532                          STATION DESCRIPTION
 OL0532
 OL0532'DESCRIBED BY US LAKE SURVEY 1965
 OL0532'STATION DESTROYED.
 OL0532
 OL0532                          STATION RECOVERY (1995)
 OL0532
 OL0532'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0532'MARK NOT FOUND.
 OL0532
 OL0532                          STATION RECOVERY (2001)
 OL0532
 OL0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0532'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0532
 OL0532                          STATION RECOVERY (2001)
 OL0532
 OL0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0532'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0537 ***********************************************************************
 OL0537  DESIGNATION -  LUDINGTON N BRKWTR F RNG LT
 OL0537  PID         -  OL0537
 OL0537  STATE/COUNTY-  MI/MASON
 OL0537  USGS QUAD   -  
 OL0537
 OL0537                         *CURRENT SURVEY CONTROL
 OL0537  ___________________________________________________________________
 OL0537* NAD 83(1994)-  43 57 13.01201(N)    086 28 10.05639(W)     ADJUSTED  
 OL0537* NAVD 88     -                                                        
 OL0537  ___________________________________________________________________
 OL0537  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 OL0537  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0537
 OL0537  HORZ ORDER  -  THIRD
 OL0537
 OL0537.The horizontal coordinates were established by classical geodetic methods
 OL0537.and adjusted by the National Geodetic Survey in February 1997..
 OL0537
 OL0537
 OL0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0537
 OL0537.The geoid height was determined by GEOID03.
 OL0537
 OL0537;                    North         East     Units Scale Factor Converg.
 OL0537;SPC MI C     -    72,968.568 5,831,220.288   MT  1.00006056   -1 29 07.5
 OL0537;SPC MI C     -   239,398.19 19,131,300.16   iFT  1.00006056   -1 29 07.5
 OL0537;UTM  16      - 4,866,857.715   542,568.712   MT  0.99962229   +0 22 05.7
 OL0537
 OL0537                          SUPERSEDED SURVEY CONTROL
 OL0537
 OL0537  NAD 83(1986)-  43 57 13.01609(N)    086 28 10.06110(W) AD(       ) 4
 OL0537  NAD 27      -  43 57 12.99993(N)    086 28 09.75603(W) AD(       ) 3
 OL0537
 OL0537.Superseded values are not recommended for survey control.
 OL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0537.See file dsdata.txt to determine how the superseded data were derived.
 OL0537
 OL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4256966858(NAD 83)
 OL0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0537+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0537
 OL0537  HISTORY     - Date     Condition        Report By
 OL0537  HISTORY     - UNK      MONUMENTED
 OL0537  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0537  HISTORY     - 19950708 GOOD             USPSQD
 OL0537  HISTORY     - 20010815 GOOD             NGS
 OL0537  HISTORY     - 20011128 GOOD             NGS
 OL0537  HISTORY     - 20051014 GOOD             USPSQD
 OL0537
 OL0537                          STATION DESCRIPTION
 OL0537
 OL0537'DESCRIBED BY US LAKE SURVEY 1965
 OL0537'STATION RECOVERED.
 OL0537
 OL0537                          STATION RECOVERY (1995)
 OL0537
 OL0537'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0537'RECOVERED IN GOOD CONDITION.
 OL0537
 OL0537                          STATION RECOVERY (2001)
 OL0537
 OL0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0537'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0537
 OL0537                          STATION RECOVERY (2001)
 OL0537
 OL0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0537'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0537
 OL0537                          STATION RECOVERY (2005)
 OL0537
 OL0537'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0537'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0538 ***********************************************************************
 OL0538  DESIGNATION -  LUDINGTON N PIERHEAD R RNG LT
 OL0538  PID         -  OL0538
 OL0538  STATE/COUNTY-  MI/MASON
 OL0538  USGS QUAD   -  
 OL0538
 OL0538                         *CURRENT SURVEY CONTROL
 OL0538  ___________________________________________________________________
 OL0538* NAD 83(1994)-  43 57 10.57288(N)    086 27 45.24395(W)     ADJUSTED  
 OL0538* NAVD 88     -                                                        
 OL0538  ___________________________________________________________________
 OL0538  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 OL0538  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OL0538
 OL0538  HORZ ORDER  -  THIRD
 OL0538
 OL0538.The horizontal coordinates were established by classical geodetic methods
 OL0538.and adjusted by the National Geodetic Survey in February 1997..
 OL0538
 OL0538
 OL0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0538
 OL0538.The geoid height was determined by GEOID03.
 OL0538
 OL0538;                    North         East     Units Scale Factor Converg.
 OL0538;SPC MI C     -    72,878.988 5,831,771.430   MT  1.00006076   -1 28 50.0
 OL0538;SPC MI C     -   239,104.29 19,133,108.37   iFT  1.00006076   -1 28 50.0
 OL0538;UTM  16      - 4,866,786.041   543,122.221   MT  0.99962287   +0 22 22.9
 OL0538
 OL0538                          SUPERSEDED SURVEY CONTROL
 OL0538
 OL0538  NAD 83(1986)-  43 57 10.57691(N)    086 27 45.24868(W) AD(       ) 4
 OL0538  NAD 27      -  43 57 10.56046(N)    086 27 44.94440(W) AD(       ) 3
 OL0538
 OL0538.Superseded values are not recommended for survey control.
 OL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0538.See file dsdata.txt to determine how the superseded data were derived.
 OL0538
 OL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4312266786(NAD 83)
 OL0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0538+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0538
 OL0538  HISTORY     - Date     Condition        Report By
 OL0538  HISTORY     - UNK      MONUMENTED
 OL0538  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0538  HISTORY     - 19950708 GOOD             USPSQD
 OL0538  HISTORY     - 19970807 GOOD             USPSQD
 OL0538  HISTORY     - 20011128 GOOD             NGS
 OL0538  HISTORY     - 20051014 GOOD             USPSQD
 OL0538
 OL0538                          STATION DESCRIPTION
 OL0538
 OL0538'DESCRIBED BY US LAKE SURVEY 1965
 OL0538'STATION RECOVERED.
 OL0538
 OL0538                          STATION RECOVERY (1995)
 OL0538
 OL0538'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0538'RECOVERED IN GOOD CONDITION.
 OL0538
 OL0538                          STATION RECOVERY (1997)
 OL0538
 OL0538'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0538'RECOVERED IN GOOD CONDITION.
 OL0538
 OL0538                          STATION RECOVERY (2001)
 OL0538
 OL0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0538'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0538
 OL0538                          STATION RECOVERY (2005)
 OL0538
 OL0538'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0538'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0531 ***********************************************************************
 OL0531  DESIGNATION -  LUDINGTON P MARQUETTE CO MAST
 OL0531  PID         -  OL0531
 OL0531  STATE/COUNTY-  MI/MASON
 OL0531  USGS QUAD   -  
 OL0531
 OL0531                         *CURRENT SURVEY CONTROL
 OL0531  ___________________________________________________________________
 OL0531* NAD 83(1994)-  43 56 22.14873(N)    086 26 05.80957(W)     ADJUSTED  
 OL0531* NAVD 88     -                                                        
 OL0531  ___________________________________________________________________
 OL0531  LAPLACE CORR-           4.60  (seconds)                    DEFLEC99
 OL0531  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 OL0531
 OL0531  HORZ ORDER  -  THIRD
 OL0531
 OL0531.The horizontal coordinates were established by classical geodetic methods
 OL0531.and adjusted by the National Geodetic Survey in February 1997..
 OL0531
 OL0531
 OL0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0531
 OL0531.The geoid height was determined by GEOID03.
 OL0531
 OL0531;                    North         East     Units Scale Factor Converg.
 OL0531;SPC MI C     -    71,327.896 5,833,949.823   MT  1.00006479   -1 27 39.8
 OL0531;SPC MI C     -   234,015.41 19,140,255.32   iFT  1.00006479   -1 27 39.8
 OL0531;UTM  16      - 4,865,306.862   545,348.662   MT  0.99962529   +0 23 31.5
 OL0531
 OL0531                          SUPERSEDED SURVEY CONTROL
 OL0531
 OL0531  NAD 83(1986)-  43 56 22.15327(N)    086 26 05.81371(W) AD(       ) 4
 OL0531  NAD 27      -  43 56 22.13486(N)    086 26 05.51445(W) AD(       ) 3
 OL0531
 OL0531.Superseded values are not recommended for survey control.
 OL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0531.See file dsdata.txt to determine how the superseded data were derived.
 OL0531
 OL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4534965307(NAD 83)
 OL0531
 OL0531  HISTORY     - Date     Condition        Report By
 OL0531  HISTORY     - UNK      MONUMENTED
 OL0531  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0531  HISTORY     - 19950910 MARK NOT FOUND   USPSQD
 OL0531  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0531  HISTORY     - 20011128 MARK NOT FOUND   NGS
 OL0531
 OL0531                          STATION DESCRIPTION
 OL0531
 OL0531'DESCRIBED BY US LAKE SURVEY 1965
 OL0531'MAST DESTROYED.
 OL0531
 OL0531                          STATION RECOVERY (1995)
 OL0531
 OL0531'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0531'MARK NOT FOUND.
 OL0531
 OL0531                          STATION RECOVERY (2001)
 OL0531
 OL0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0531'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0531
 OL0531                          STATION RECOVERY (2001)
 OL0531
 OL0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0531'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0540 ***********************************************************************
 OL0540  DESIGNATION -  LUDINGTON SOUTH BREAKWATER LT
 OL0540  PID         -  OL0540
 OL0540  STATE/COUNTY-  MI/MASON
 OL0540  USGS QUAD   -  
 OL0540
 OL0540                         *CURRENT SURVEY CONTROL
 OL0540  ___________________________________________________________________
 OL0540* NAD 83(1994)-  43 57 08.31062(N)    086 28 10.68633(W)     ADJUSTED  
 OL0540* NAVD 88     -                                                        
 OL0540  ___________________________________________________________________
 OL0540  LAPLACE CORR-           4.52  (seconds)                    DEFLEC99
 OL0540  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 OL0540
 OL0540  HORZ ORDER  -  THIRD
 OL0540
 OL0540.The horizontal coordinates were established by classical geodetic methods
 OL0540.and adjusted by the National Geodetic Survey in February 1997..
 OL0540
 OL0540
 OL0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0540
 OL0540.The geoid height was determined by GEOID03.
 OL0540
 OL0540;                    North         East     Units Scale Factor Converg.
 OL0540;SPC MI C     -    72,823.867 5,831,202.484   MT  1.00006094   -1 29 08.0
 OL0540;SPC MI C     -   238,923.45 19,131,241.75   iFT  1.00006094   -1 29 08.0
 OL0540;UTM  16      - 4,866,712.578   542,555.604   MT  0.99962227   +0 22 05.2
 OL0540
 OL0540                          SUPERSEDED SURVEY CONTROL
 OL0540
 OL0540  NAD 83(1986)-  43 57 08.31497(N)    086 28 10.69138(W) AD(       ) 4
 OL0540  NAD 27      -  43 57 08.29831(N)    086 28 10.38580(W) AD(       ) 3
 OL0540
 OL0540.Superseded values are not recommended for survey control.
 OL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0540.See file dsdata.txt to determine how the superseded data were derived.
 OL0540
 OL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4255666713(NAD 83)
 OL0540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0540+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0540
 OL0540  HISTORY     - Date     Condition        Report By
 OL0540  HISTORY     - UNK      MONUMENTED
 OL0540  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0540  HISTORY     - 19950708 GOOD             USPSQD
 OL0540  HISTORY     - 20010815 GOOD             NGS
 OL0540  HISTORY     - 20011128 GOOD             NGS
 OL0540  HISTORY     - 20051014 GOOD             USPSQD
 OL0540
 OL0540                          STATION DESCRIPTION
 OL0540
 OL0540'DESCRIBED BY US LAKE SURVEY 1965
 OL0540'LIGHT MOVED AND REBUILT 1939
 OL0540
 OL0540                          STATION RECOVERY (1995)
 OL0540
 OL0540'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0540'RECOVERED IN GOOD CONDITION.
 OL0540
 OL0540                          STATION RECOVERY (2001)
 OL0540
 OL0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0540'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0540
 OL0540                          STATION RECOVERY (2001)
 OL0540
 OL0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0540'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0540
 OL0540                          STATION RECOVERY (2005)
 OL0540
 OL0540'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0540'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0539 ***********************************************************************
 OL0539  DESIGNATION -  LUDINGTON SOUTH PIERHEAD LIGHT
 OL0539  PID         -  OL0539
 OL0539  STATE/COUNTY-  MI/MASON
 OL0539  USGS QUAD   -  
 OL0539
 OL0539                         *CURRENT SURVEY CONTROL
 OL0539  ___________________________________________________________________
 OL0539* NAD 83(1994)-  43 57 08.00489(N)    086 27 45.10236(W)     ADJUSTED  
 OL0539* NAVD 88     -                                                        
 OL0539  ___________________________________________________________________
 OL0539  LAPLACE CORR-           4.55  (seconds)                    DEFLEC99
 OL0539  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 OL0539
 OL0539  HORZ ORDER  -  THIRD
 OL0539
 OL0539.The horizontal coordinates were established by classical geodetic methods
 OL0539.and adjusted by the National Geodetic Survey in February 1997..
 OL0539
 OL0539
 OL0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0539
 OL0539.The geoid height was determined by GEOID03.
 OL0539
 OL0539;                    North         East     Units Scale Factor Converg.
 OL0539;SPC MI C     -    72,799.669 5,831,772.539   MT  1.00006097   -1 28 49.9
 OL0539;SPC MI C     -   238,844.06 19,133,112.00   iFT  1.00006097   -1 28 49.9
 OL0539;UTM  16      - 4,866,706.834   543,125.893   MT  0.99962287   +0 22 23.0
 OL0539
 OL0539                          SUPERSEDED SURVEY CONTROL
 OL0539
 OL0539  NAD 83(1986)-  43 57 08.00915(N)    086 27 45.10737(W) AD(       ) 4
 OL0539  NAD 27      -  43 57 08.01451(N)    086 27 44.83879(W) AD(       ) 3
 OL0539
 OL0539.Superseded values are not recommended for survey control.
 OL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0539.See file dsdata.txt to determine how the superseded data were derived.
 OL0539
 OL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4312666707(NAD 83)
 OL0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0539+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0539
 OL0539  HISTORY     - Date     Condition        Report By
 OL0539  HISTORY     - UNK      MONUMENTED
 OL0539  HISTORY     - 1965     SEE DESCRIPTION  USLS
 OL0539  HISTORY     - 19950708 GOOD             USPSQD
 OL0539  HISTORY     - 19970807 GOOD             USPSQD
 OL0539  HISTORY     - 20011128 GOOD             NGS
 OL0539  HISTORY     - 20051014 GOOD             USPSQD
 OL0539
 OL0539                          STATION DESCRIPTION
 OL0539
 OL0539'DESCRIBED BY US LAKE SURVEY 1965
 OL0539'STATION RECOVERED.
 OL0539
 OL0539                          STATION RECOVERY (1995)
 OL0539
 OL0539'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0539'RECOVERED IN GOOD CONDITION.
 OL0539
 OL0539                          STATION RECOVERY (1997)
 OL0539
 OL0539'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0539'RECOVERED IN GOOD CONDITION.
 OL0539
 OL0539                          STATION RECOVERY (2001)
 OL0539
 OL0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0539'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 OL0539
 OL0539                          STATION RECOVERY (2005)
 OL0539
 OL0539'RECOVERY NOTE BY US POWER SQUADRON 2005
 OL0539'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0594 ***********************************************************************
 OL0594  DESIGNATION -  LUDIPORT
 OL0594  PID         -  OL0594
 OL0594  STATE/COUNTY-  MI/MASON
 OL0594  USGS QUAD   -  
 OL0594
 OL0594                         *CURRENT SURVEY CONTROL
 OL0594  ___________________________________________________________________
 OL0594* NAD 83(1994)-  43 57 35.81615(N)    086 24 35.06540(W)     ADJUSTED  
 OL0594* NAVD 88     -       194.8    (meters)     639.     (feet)  GPS OBS   
 OL0594  ___________________________________________________________________
 OL0594  X           -     287,973.354 (meters)                     COMP
 OL0594  Y           -  -4,589,656.057 (meters)                     COMP
 OL0594  Z           -   4,405,000.178 (meters)                     COMP
 OL0594  LAPLACE CORR-           4.72  (seconds)                    DEFLEC99
 OL0594  ELLIP HEIGHT-         159.64  (meters)          (07/17/02) GPS OBS
 OL0594  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OL0594
 OL0594  HORZ ORDER  -  FIRST
 OL0594  ELLP ORDER  -  FOURTH    CLASS I
 OL0594
 OL0594.This mark is at Mason County Airport (LDM)
 OL0594
 OL0594.The horizontal coordinates were established by GPS observations
 OL0594.and adjusted by the National Geodetic Survey in February 1997..
 OL0594
 OL0594.The orthometric height was determined by GPS observations and a
 OL0594.high-resolution geoid model.
 OL0594
 OL0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0594
 OL0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0594
 OL0594.The ellipsoidal height was determined by GPS observations
 OL0594.and is referenced to NAD 83.
 OL0594
 OL0594.The geoid height was determined by GEOID03.
 OL0594
 OL0594;                    North         East     Units Scale Factor Converg.
 OL0594;SPC MI C     -    73,549.713 5,836,030.363   MT  1.00005867   -1 26 35.7
 OL0594;SPC MI C     -   241,304.83 19,147,081.24   iFT  1.00005867   -1 26 35.7
 OL0594;UTM  16      - 4,867,593.799   547,355.394   MT  0.99962758   +0 24 35.1
 OL0594
 OL0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0594!SPC MI C     -   0.99997497  x   1.00005867  =   1.00003364
 OL0594!UTM  16      -   0.99997497  x   0.99962758  =   0.99960256
 OL0594
 OL0594:                Primary Azimuth Mark                     Grid Az
 OL0594:SPC MI C     -  LUDIPORT AZ MK                           072 27 09.6
 OL0594:UTM  16      -  LUDIPORT AZ MK                           070 35 58.8
 OL0594
 OL0594|---------------------------------------------------------------------|
 OL0594| PID    Reference Object                     Distance      Geod. Az  |
 OL0594|                                                           dddmmss.s |
 OL0594| OL0595 LUDIPORT AZ MK                      APPROX. 0.6 KM 0710033.9 |
 OL0594|---------------------------------------------------------------------|
 OL0594
 OL0594                          SUPERSEDED SURVEY CONTROL
 OL0594
 OL0594  ELLIP H (02/03/97)  159.68   (m)                       GP(       ) 4 1
 OL0594  NAD 83(1986)-  43 57 35.81956(N)    086 24 35.07180(W) AD(       ) 1
 OL0594  NAD 83(1986)-  43 57 35.82155(N)    086 24 35.06827(W) AD(       ) 3
 OL0594  NGVD 29 (03/27/91)  194.6    (m)          638.     (f) GPS OBS        
 OL0594
 OL0594.Superseded values are not recommended for survey control.
 OL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0594.See file dsdata.txt to determine how the superseded data were derived.
 OL0594
 OL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4735567594(NAD 83)
 OL0594_MARKER: I = METAL ROD
 OL0594_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0594_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0594_STAMPING: LUDIPORT 1989
 OL0594_MARK LOGO: NGS   
 OL0594_PROJECTION: FLUSH
 OL0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0594+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2003
 OL0594_ROD/PIPE-DEPTH: 21.9 meters
 OL0594_SLEEVE-DEPTH  : 0.9 meters
 OL0594
 OL0594  HISTORY     - Date     Condition        Report By
 OL0594  HISTORY     - 1989     MONUMENTED       NGS
 OL0594  HISTORY     - 19910715 GOOD             NGS
 OL0594  HISTORY     - 20031011 GOOD             USPSQD
 OL0594
 OL0594                          STATION DESCRIPTION
 OL0594
 OL0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OL0594'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF LUDINGTON, AT
 OL0594'THE MASON COUNTY AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 OL0594'RUNWAY 07-25 AND THE EASTERN MOST ONE OF TWO CONNECTING TAXIWAYS.
 OL0594'OWNERSHIP---MASON COUNTY, C/O AIRPORT MANAGER WALTER JOHNSON, 5300
 OL0594'WEST LUDINGTON AVENUE, LUDINGTON MI 49431.  PHONE IS (616) 843-2049 OR
 OL0594'HOME (616) 845-6135.
 OL0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 31
 OL0594'SOUTH, ABOUT 2.5 KM (1.55 MI) EAST OF LUDINGTON, GO EAST FOR 0.4 KM
 OL0594'(0.25 MI) ON HIGHWAYS 10 AND 31 NORTH TO A PAVED ROAD LEFT.  TURN LEFT
 OL0594'AND GO NORTHWEST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO
 OL0594'A GATE AND THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTHWEST FOR 0.1
 OL0594'KM (0.05 MI), PASSING THROUGH THE GATE, ON A PAVED DRIVE AND ACROSS
 OL0594'THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHEAST THEN
 OL0594'NORTHWEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO THE
 OL0594'STATION ON THE RIGHT, JUST BEFORE RUNWAY 07-25.
 OL0594'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OL0594'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 21.9 METERS IN A
 OL0594'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OL0594'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OL0594'LOCATED 15.6 M (51.2 FT) SOUTH-SOUTHEAST FROM THE SOUTH-SOUTHEAST EDGE
 OL0594'OF RUNWAY 07-25, 15.1 M (49.5 FT) EAST-NORTHEAST FROM THE
 OL0594'EAST-NORTHEAST EDGE OF A CONNECTING TAXIWAY AND 12.0 M (39.4 FT)
 OL0594'SOUTHEAST FROM THE SOUTHEAST CORNER OF A 0.7 METER SQUARE CONCRETE
 OL0594'BURIED CABLE MARKER.
 OL0594'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OL0594'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OL0594
 OL0594                          STATION RECOVERY (1991)
 OL0594
 OL0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 OL0594'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF LUDINGTON, AT THE
 OL0594'MASON COUNTY AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF
 OL0594'RUNWAY 07-25 AND THE EASTERNMOST ONE OF TWO CONNECTING TAXIWAYS.
 OL0594'OWNERSHIP---MASON COUNTY, C/O AIRPORT MANAGER WALTER JOHNSON, 5300
 OL0594'WEST LUDINGTON AVENUE, LUDINGTON, MI. 49431. PHONE (616) 843-2049 OR
 OL0594'HOME 845-6135.
 OL0594'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 31
 OL0594'SOUTH, ABOUT 2.5 KM (1.6 MI) EAST OF LUDINGTON, GO EAST FOR 0.4 KM
 OL0594'(0.2 MI) ON HIGHWAYS 10 AND 31 NORTH TO A PAVED ROAD LEFT.  TURN LEFT
 OL0594'AND GO NORTHWEST FOR 0.3 KM (0.2 MI) ON THE AIRPORT ENTRANCE ROAD TO
 OL0594'A GATE AND THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTHWEST FOR
 OL0594'0.1 KM (0.1 MI) , PASSING THROUGH THE GATE, ON A PAVED DRIVE AND
 OL0594'ACROSS THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHEAST
 OL0594'THEN NORTHWEST FOR 0.2 KM (0.1 MI) ON THE CONNECTING TAXIWAY TO THE
 OL0594'STATION ON THE RIGHT JUST BEFORE RUNWAY 07-25.
 OL0594'LOCATED 15.6 M (51.2 FT) SOUTH-SOUTHEAST FROM THE SOUTH-SOUTHEAST EDGE
 OL0594'OF RUNWAY 07-25, 15.1 M (49.5 FT) EAST-NORTHEAST FROM THE
 OL0594'EAST-NORTHEAST EDGE OF A CONNECTING TAXIWAY AND 12.0 M (39.4 FT)
 OL0594'SOUTHEAST FROM THE SOUTHEAST CORNER OF A 0.7 METER SQUARE CONCRETE
 OL0594'BURIED CABLE MARKER.
 OL0594
 OL0594                          STATION RECOVERY (2003)
 OL0594
 OL0594'RECOVERY NOTE BY US POWER SQUADRON 2003 (HS)
 OL0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0595 ***********************************************************************
 OL0595  DESIGNATION -  LUDIPORT AZ MK
 OL0595  PID         -  OL0595
 OL0595  STATE/COUNTY-  MI/MASON
 OL0595  USGS QUAD   -  
 OL0595
 OL0595                         *CURRENT SURVEY CONTROL
 OL0595  ___________________________________________________________________
 OL0595* NAD 83(1994)-  43 57 41.91812(N)    086 24 10.51526(W)     ADJUSTED  
 OL0595* NAVD 88     -       195.     (meters)     640.     (feet)  GPS OBS   
 OL0595  ___________________________________________________________________
 OL0595  X           -     288,511.426 (meters)                     COMP
 OL0595  Y           -  -4,589,491.348 (meters)                     COMP
 OL0595  Z           -   4,405,135.823 (meters)                     COMP
 OL0595  LAPLACE CORR-           4.74  (seconds)                    DEFLEC99
 OL0595  ELLIP HEIGHT-         159.75  (meters)          (07/17/02) GPS OBS
 OL0595  GEOID HEIGHT-         -35.28  (meters)                     GEOID03
 OL0595
 OL0595  HORZ ORDER  -  FIRST
 OL0595  ELLP ORDER  -  FOURTH    CLASS I
 OL0595
 OL0595.This mark is at Mason County Airport (LDM)
 OL0595
 OL0595.The horizontal coordinates were established by GPS observations
 OL0595.and adjusted by the National Geodetic Survey in February 1997..
 OL0595.No horizontal observational check was made to the station.
 OL0595
 OL0595.The orthometric height was determined by GPS observations and a
 OL0595.high-resolution geoid model.
 OL0595.No vertical observational check was made to the station.
 OL0595
 OL0595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0595
 OL0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0595
 OL0595.The ellipsoidal height was determined by GPS observations
 OL0595.and is referenced to NAD 83.
 OL0595
 OL0595.The geoid height was determined by GEOID03.
 OL0595
 OL0595;                    North         East     Units Scale Factor Converg.
 OL0595;SPC MI C     -    73,724.235 5,836,582.282   MT  1.00005817   -1 26 18.3
 OL0595;SPC MI C     -   241,877.41 19,148,892.00   iFT  1.00005817   -1 26 18.3
 OL0595;UTM  16      - 4,867,785.992   547,901.147   MT  0.99962822   +0 24 52.2
 OL0595
 OL0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0595!SPC MI C     -   0.99997495  x   1.00005817  =   1.00003312
 OL0595!UTM  16      -   0.99997495  x   0.99962822  =   0.99960318
 OL0595
 OL0595:                Primary Azimuth Mark                     Grid Az
 OL0595:SPC MI C     -  LUDIPORT                                 252 27 09.3
 OL0595:UTM  16      -  LUDIPORT                                 250 35 58.8
 OL0595
 OL0595|---------------------------------------------------------------------|
 OL0595| PID    Reference Object                     Distance      Geod. Az  |
 OL0595|                                                           dddmmss.s |
 OL0595| OL0594 LUDIPORT                            APPROX. 0.6 KM 2510051.0 |
 OL0595|---------------------------------------------------------------------|
 OL0595
 OL0595                          SUPERSEDED SURVEY CONTROL
 OL0595
 OL0595  ELLIP H (02/03/97)  159.79   (m)                       GP(       ) 4 1
 OL0595  NAD 83(1986)-  43 57 41.92154(N)    086 24 10.52160(W) AD(       ) 1
 OL0595  NAD 83(1986)-  43 57 41.92329(N)    086 24 10.51811(W) AD(       ) 3
 OL0595  NGVD 29 (03/27/91)  194.7    (m)          639.     (f) GPS OBS        
 OL0595
 OL0595.Superseded values are not recommended for survey control.
 OL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0595.See file dsdata.txt to determine how the superseded data were derived.
 OL0595
 OL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP4790167786(NAD 83)
 OL0595_MARKER: I = METAL ROD
 OL0595_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0595_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0595_STAMPING: LUDIPORT AZ MK 1989
 OL0595_MARK LOGO: NGS   
 OL0595_PROJECTION: FLUSH
 OL0595_MAGNETIC: I = MARKER IS A STEEL ROD
 OL0595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0595+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 OL0595_ROD/PIPE-DEPTH: 20.7 meters
 OL0595_SLEEVE-DEPTH  : 0.9 meters
 OL0595
 OL0595  HISTORY     - Date     Condition        Report By
 OL0595  HISTORY     - 1989     MONUMENTED       NGS
 OL0595  HISTORY     - 20031010 GOOD             USPSQD
 OL0595
 OL0595                          STATION DESCRIPTION
 OL0595
 OL0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OL0595'THE STATION IS LOCATED ABOUT 2.9 KM (1.80 MI) EAST OF LUDINGTON, AT
 OL0595'THE MASON COUNTY AIRPORT, ALONG THE SOUTH-SOUTHEAST EDGE, NEAR THE
 OL0595'CENTER OF RUNWAY 07-25.  OWNERSHIP---MASON COUNTY, C/O AIRPORT MANAGER
 OL0595'WALTER JOHNSON, 5300 WEST LUDINGTON AVENUE, LUDINGTON MI 49431.  PHONE
 OL0595'IS (616) 843-2049 OR HOME (616) 845-6135.
 OL0595'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 10 AND 31
 OL0595'SOUTH, ABOUT 2.5 KM (1.55 MI) EAST OF LUDINGTON, GO EAST FOR 0.4 KM
 OL0595'(0.25 MI) ON HIGHWAYS 10 AND 31 NORTH TO A PAVED ROAD LEFT.  TURN LEFT
 OL0595'AND GO NORTHWEST FOR 0.3 KM (0.20 MI) ON THE AIRPORT ENTRANCE ROAD TO
 OL0595'A GATE AND THE AIRPORT OFFICE ON THE LEFT.  CONTINUE NORTHWEST FOR 0.1
 OL0595'KM (0.05 MI), PASSING THROUGH THE GATE, ON A PAVED DRIVE AND ACROSS
 OL0595'THE APRON TO A TAXIWAY RIGHT.  TURN RIGHT AND GO NORTHEAST THEN
 OL0595'NORTHWEST FOR 0.2 KM (0.10 MI) ON THE CONNECTING TAXIWAY TO RUNWAY
 OL0595'07-25.  TURN RIGHT AND GO EAST-NORTHEAST FOR 0.6 KM (0.35 MI) ON THE
 OL0595'RUNWAY TO THE STATION ON THE RIGHT BETWEEN THE 10TH AND 11TH WHITE
 OL0595'RUNWAY LIGHTS EAST-NORTHEAST FROM THE JUNCTION OF RUNWAY 07-25 AND THE
 OL0595'EASTERN MOST ONE OF TWO CONNECTING TAXIWAYS.
 OL0595'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OL0595'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 20.7 METERS IN A
 OL0595'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 0.9 METER ENCASED IN A
 OL0595'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OL0595'LOCATED 34.0 M (111.5 FT) SOUTHWEST FROM THE 11TH WHITE RUNWAY LIGHT
 OL0595'EAST-NORTHEAST FROM THE JUNCTION OF RUNWAY 07-25 AND THE EASTERN MOST
 OL0595'ONE OF TWO TAXIWAYS, 32.2 M (105.6 FT) EAST FROM THE 10TH WHITE RUNWAY
 OL0595'LIGHT EAST-NORTHEAST FROM THE JUNCTION OF RUNWAY 07-25 AND THE EASTERN
 OL0595'MOST ONE OF TWO TAXIWAYS AND 15.7 M (51.5 FT) SOUTH-SOUTHEAST FROM THE
 OL0595'SOUTH-SOUTHEAST EDGE OF RUNWAY 07-25.
 OL0595'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 OL0595'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OL0595
 OL0595                          STATION RECOVERY (2003)
 OL0595
 OL0595'RECOVERY NOTE BY US POWER SQUADRON 2003 (HS)
 OL0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0172 ***********************************************************************
 RJ0172  DESIGNATION -  LUMBER USLS
 RJ0172  PID         -  RJ0172
 RJ0172  STATE/COUNTY-  MI/CHIPPEWA
 RJ0172  USGS QUAD   -  OAK RIDGE (1976)
 RJ0172
 RJ0172                         *CURRENT SURVEY CONTROL
 RJ0172  ___________________________________________________________________
 RJ0172* NAD 83(1986)-  46 17 19.     (N)    084 14 40.     (W)     SCALED    
 RJ0172* NAVD 88     -       208.713  (meters)     684.75   (feet)  ADJUSTED  
 RJ0172  ___________________________________________________________________
 RJ0172  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ0172  DYNAMIC HT  -         208.725 (meters)     684.79  (feet)  COMP
 RJ0172  MODELED GRAV-     980,665.0   (mgal)                       NAVD 88
 RJ0172
 RJ0172  VERT ORDER  -  FIRST     CLASS 0
 RJ0172
 RJ0172.The horizontal coordinates were scaled from a topographic map and have
 RJ0172.an estimated accuracy of +/- 6 seconds.
 RJ0172
 RJ0172.The orthometric height was determined by differential leveling
 RJ0172.and adjusted by the National Geodetic Survey in June 1991..
 RJ0172
 RJ0172.The geoid height was determined by GEOID03.
 RJ0172
 RJ0172.The dynamic height is computed by dividing the NAVD 88
 RJ0172.geopotential number by the normal gravity value computed on the
 RJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0172.degrees latitude (g = 980.6199 gals.).
 RJ0172
 RJ0172.The modeled gravity was interpolated from observed gravity values.
 RJ0172
 RJ0172;                    North         East    Units  Estimated Accuracy
 RJ0172;SPC MI N     -   170,990.    8,212,280.      MT  (+/- 180 meters Scaled)
 RJ0172
 RJ0172                          SUPERSEDED SURVEY CONTROL
 RJ0172
 RJ0172.No superseded survey control is available for this station.
 RJ0172
 RJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS122298(NAD 83)
 RJ0172_MARKER: Z = SEE DESCRIPTION
 RJ0172_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 RJ0172+WITH SETTING: INTO GROUND
 RJ0172_MARK LOGO: USLS  
 RJ0172_PROJECTION: FLUSH
 RJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0172+STABILITY: SURFACE MOTION
 RJ0172_ROD/PIPE-DEPTH: 3.0  meters
 RJ0172
 RJ0172  HISTORY     - Date     Condition        Report By
 RJ0172  HISTORY     - 1969     MONUMENTED       USLS
 RJ0172  HISTORY     - 1969     GOOD             USLS
 RJ0172  HISTORY     - 1983     GOOD             NGS
 RJ0172
 RJ0172                          STATION DESCRIPTION
 RJ0172
 RJ0172'DESCRIBED BY US LAKE SURVEY 1969
 RJ0172'1.8 MI E FROM BARBEAU.
 RJ0172'LUMBER IS IN CHIPPEWA COUNTY, MICHIGAN, 1.78 MILES EAST OF POST
 RJ0172'OFFICE AT BARBEAU, 104.6 FEET EAST OF UTILITY POLE NO. B2/170
 RJ0172'61 FEET SOUTH OF CENTERLINE OF NEEBISH ROAD, 3.0 FEET WEST
 RJ0172'OF NORTHWEST CORNER AND IN LINE WITH NORTH FACE OF ALLEN LUMBER
 RJ0172'CO. OFFICE BUILDING, 1/2-FOOT BELOW THE GROUND SURFACE, BEING
 RJ0172'HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER IRON ROD, 8 FEET
 RJ0172'LONG.
 RJ0172
 RJ0172                          STATION RECOVERY (1983)
 RJ0172
 RJ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0172'RECOVERED IN GOOD CONDITION.  NOTE NEW DESCRIPTION FOLLOWS.  2.9 KM
 RJ0172'(1.8 MI) EAST ALONG 15 MILE ROAD FROM THE POST OFFICE IN BARBEAU, AT
 RJ0172'THE NORTHWEST CORNER OF THE ALLEN LUMBER COMPANY OFFICE BUILDING,
 RJ0172'18.6 METERS (61.0 FT) SOUTH OF THE APPROXIMATE CENTER OF THE ROAD,
 RJ0172'31.7 METERS (104.0 FT) EAST OF UTILITY POLE NUMBER 82-170, 6.4 METERS
 RJ0172'(21.0 FT) SOUTH OF A WHITE BOARD FENCE, AND 0.9 METER (3.0 FT)
 RJ0172'NORTHWEST OF THE NORTHWEST CORNER AND IN LINE WITH THE NORTH FACE OF
 RJ0172'THE OFFICE BUILDING.
 RJ0172'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1309 ***********************************************************************
 MC1309  DESIGNATION -  LUNA PIER CONPOCO ELEV TANK
 MC1309  PID         -  MC1309
 MC1309  STATE/COUNTY-  MI/MONROE
 MC1309  USGS QUAD   -  ERIE (1979)
 MC1309
 MC1309                         *CURRENT SURVEY CONTROL
 MC1309  ___________________________________________________________________
 MC1309* NAD 83(1994)-  41 47 30.00947(N)    083 26 53.67051(W)     ADJUSTED  
 MC1309* NAVD 88     -                                                        
 MC1309  ___________________________________________________________________
 MC1309  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MC1309  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1309
 MC1309  HORZ ORDER  -  THIRD
 MC1309
 MC1309.The horizontal coordinates were established by classical geodetic methods
 MC1309.and adjusted by the National Geodetic Survey in February 1997..
 MC1309
 MC1309
 MC1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1309
 MC1309.The geoid height was determined by GEOID03.
 MC1309
 MC1309;                    North         East     Units Scale Factor Converg.
 MC1309;SPC MI S     -    32,815.591 4,076,345.034   MT  1.00008723   +0 37 30.1
 MC1309;SPC MI S     -   107,662.70 13,373,835.41   iFT  1.00008723   +0 37 30.1
 MC1309;SPC OH N     -   236,410.390   521,181.771   MT  1.00001897   -0 37 22.6
 MC1309;UTM  17      - 4,629,543.246   296,575.404   MT  1.00010925   -1 37 55.7
 MC1309
 MC1309                          SUPERSEDED SURVEY CONTROL
 MC1309
 MC1309  NAD 83(1986)-  41 47 30.02598(N)    083 26 53.69518(W) AD(       ) 4
 MC1309  NAD 27      -  41 47 29.86204(N)    083 26 53.92562(W) AD(       ) 3
 MC1309
 MC1309.Superseded values are not recommended for survey control.
 MC1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1309.See file dsdata.txt to determine how the superseded data were derived.
 MC1309
 MC1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9657529543(NAD 83)
 MC1309_MARKER: 53 = ELEVATED TANK
 MC1309
 MC1309  HISTORY     - Date     Condition        Report By
 MC1309  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1309  HISTORY     - 1976     GOOD             NGS
 MC1309
 MC1309                          STATION DESCRIPTION
 MC1309
 MC1309'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1309'THE TANK IS SITUATED NEAR THE SOUTHEASTERN CORNER OF THE CONSUMERS
 MC1309'POWER COMPANY BUILDING (SOMETIMES REFERRED TO AS THE WHITING PLANT)
 MC1309'WHICH IS NEAR THE EASTERN EXTREMITY OF ERIE TOWNSHIP AT THE LAKE
 MC1309'ERIE SHORELINE ON THE NORTHERN END OF MAUMEE BAY.  THE TANK
 MC1309'IS OF STEEL CONSTRUCTION AND IS PAINTED SILVER.  THE POINT OF
 MC1309'INTERSECTION IS THE BALL FINIAL.
 MC1309
 MC1309                          STATION RECOVERY (1976)
 MC1309
 MC1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1309'THE TANK IS SITUATED NEAR THE SOUTHEASTERN CORNER OF THE CONSUMERS
 MC1309'POWER COMPANY BUILDING (SOMETIMES REFERRED TO AS THE WHITING PLANT)
 MC1309'WHICH IS NEAR THE EASTERN EXTREMITY OF ERIE TOWNSHIP AT THE LAKE
 MC1309'ERIE SHORELINE ON THE NORTHERN END OF MAUMEE BAY.  THE TANK IS OF
 MC1309'STEEL CONSTRUCTION AND IS PAINTED SILVER.  THE POINT OF
 MC1309'INTERSECTION IS THE BALL FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1311 ***********************************************************************
 MC1311  DESIGNATION -  LUNA PIER CONPOCO MIDDLE STACK
 MC1311  PID         -  MC1311
 MC1311  STATE/COUNTY-  MI/MONROE
 MC1311  USGS QUAD   -  ERIE (1979)
 MC1311
 MC1311                         *CURRENT SURVEY CONTROL
 MC1311  ___________________________________________________________________
 MC1311* NAD 83(1994)-  41 47 30.89394(N)    083 26 55.69044(W)     ADJUSTED  
 MC1311* NAVD 88     -                                                        
 MC1311  ___________________________________________________________________
 MC1311  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MC1311  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1311
 MC1311  HORZ ORDER  -  THIRD
 MC1311
 MC1311.The horizontal coordinates were established by classical geodetic methods
 MC1311.and adjusted by the National Geodetic Survey in February 1997..
 MC1311
 MC1311
 MC1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1311
 MC1311.The geoid height was determined by GEOID03.
 MC1311
 MC1311;                    North         East     Units Scale Factor Converg.
 MC1311;SPC MI S     -    32,842.371 4,076,298.097   MT  1.00008715   +0 37 28.7
 MC1311;SPC MI S     -   107,750.56 13,373,681.42   iFT  1.00008715   +0 37 28.7
 MC1311;SPC OH N     -   236,438.185   521,135.432   MT  1.00001902   -0 37 23.9
 MC1311;UTM  17      - 4,629,571.855   296,529.557   MT  1.00010948   -1 37 57.0
 MC1311
 MC1311                          SUPERSEDED SURVEY CONTROL
 MC1311
 MC1311  NAD 83(1986)-  41 47 30.91061(N)    083 26 55.71513(W) AD(       ) 4
 MC1311  NAD 27      -  41 47 30.74596(N)    083 26 55.94464(W) AD(       ) 3
 MC1311
 MC1311.Superseded values are not recommended for survey control.
 MC1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1311.See file dsdata.txt to determine how the superseded data were derived.
 MC1311
 MC1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9653029572(NAD 83)
 MC1311_MARKER: 63 = STACK
 MC1311
 MC1311  HISTORY     - Date     Condition        Report By
 MC1311  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1311  HISTORY     - 1976     GOOD             NGS
 MC1311  HISTORY     - 1983     GOOD             USPSQD
 MC1311
 MC1311                          STATION DESCRIPTION
 MC1311
 MC1311'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1311'OBJECT IS THE MIDDLE STACK OF THREE STACKS SITUATED ATOP THE
 MC1311'CONSUMERS POWER COMPANY BUILDING (SOMETIMES REFERRED TO AS THE
 MC1311'WHITING PLANT) WHICH IS LOCATED NEAR THE EASTERN EXTREMITY OF
 MC1311'ERIE TOWNSHIP AT THE LAKE ERIE SHORELINE.  AND AT THE NORTHERN END
 MC1311'OF MAUMEE BAY.  THE POINT OF INTERSECTION WAS THE CENTER OF THE
 MC1311'STACK.
 MC1311
 MC1311                          STATION RECOVERY (1976)
 MC1311
 MC1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1311'OBJECT IS THE MIDDLE STACK OF THREE STACKS SITUATED ATOP THE
 MC1311'CONSUMERS POWER COMPANY BUILDING (SOMETIMES REFERRED TO AS THE
 MC1311'WHITING PLANT) WHICH IS LOCATED NEAR THE EASTERN EXTREMITY OF ERIE
 MC1311'TOWNSHIP AT THE LAKE ERIE SHORELINE.  AND AT THE NORTHERN END OF
 MC1311'MAUMEE BAY.  THE POINT OF INTERSECTION WAS THE CENTER OF THE
 MC1311'STACK.
 MC1311
 MC1311                          STATION RECOVERY (1983)
 MC1311
 MC1311'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1311'STATION FOUND GOOD.
 MC1311'
 MC1311'TRAVERSE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1312 ***********************************************************************
 MC1312  DESIGNATION -  LUNA PIER CONPOCO NORTH STACK
 MC1312  PID         -  MC1312
 MC1312  STATE/COUNTY-  MI/MONROE
 MC1312  USGS QUAD   -  ERIE (1979)
 MC1312
 MC1312                         *CURRENT SURVEY CONTROL
 MC1312  ___________________________________________________________________
 MC1312* NAD 83(1994)-  41 47 31.56146(N)    083 26 55.70422(W)     ADJUSTED  
 MC1312* NAVD 88     -                                                        
 MC1312  ___________________________________________________________________
 MC1312  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MC1312  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1312
 MC1312  HORZ ORDER  -  THIRD
 MC1312
 MC1312.The horizontal coordinates were established by classical geodetic methods
 MC1312.and adjusted by the National Geodetic Survey in February 1997..
 MC1312
 MC1312
 MC1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1312
 MC1312.The geoid height was determined by GEOID03.
 MC1312
 MC1312;                    North         East     Units Scale Factor Converg.
 MC1312;SPC MI S     -    32,862.963 4,076,297.554   MT  1.00008709   +0 37 28.7
 MC1312;SPC MI S     -   107,818.12 13,373,679.64   iFT  1.00008709   +0 37 28.7
 MC1312;SPC OH N     -   236,458.782   521,135.337   MT  1.00001906   -0 37 23.9
 MC1312;UTM  17      - 4,629,592.452   296,529.826   MT  1.00010948   -1 37 57.1
 MC1312
 MC1312                          SUPERSEDED SURVEY CONTROL
 MC1312
 MC1312  NAD 83(1986)-  41 47 31.57826(N)    083 26 55.72890(W) AD(       ) 4
 MC1312  NAD 27      -  41 47 31.41343(N)    083 26 55.95861(W) AD(       ) 3
 MC1312
 MC1312.Superseded values are not recommended for survey control.
 MC1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1312.See file dsdata.txt to determine how the superseded data were derived.
 MC1312
 MC1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9653029592(NAD 83)
 MC1312_MARKER: 63 = STACK
 MC1312
 MC1312  HISTORY     - Date     Condition        Report By
 MC1312  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1312  HISTORY     - 1976     GOOD             NGS
 MC1312
 MC1312                          STATION DESCRIPTION
 MC1312
 MC1312'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1312'OBJECT IS THE NORTHERNLY STACK OF THREE STACKS SITUATED ATOP THE
 MC1312'CONSUMERS POWER CO. BUILDING (SOMETIMES REFERRED TO AS THE WHITING
 MC1312'PLANT), LOCATED NEAR THE EASTERN EXTREMITY OF ERIE TOWNSHIP ON THE
 MC1312'LAKE ERIE SHORELINE.  AND AT THE NORTHERN END OF MAUMEE BAY.  THE
 MC1312'POINT OF INTERSECTION WAS THE CENTER OF THE STACK.
 MC1312
 MC1312                          STATION RECOVERY (1976)
 MC1312
 MC1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1312'OBJECT IS THE NORTHERNLY STACK OF THREE STACKS SITUATED ATOP THE
 MC1312'CONSUMERS POWER CO. BUILDING (SOMETIMES REFERRED TO AS THE WHITING
 MC1312'PLANT), LOCATED NEAR THE EASTERN EXTREMITY OF ERIE TOWNSHIP ON THE
 MC1312'LAKE ERIE SHORELINE.  AND AT THE NORTHERN END OF MAUMEE BAY.  THE
 MC1312'POINT OF INTERSECTION WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1310 ***********************************************************************
 MC1310  DESIGNATION -  LUNA PIER CONPOCO SOUTH STACK
 MC1310  PID         -  MC1310
 MC1310  STATE/COUNTY-  MI/MONROE
 MC1310  USGS QUAD   -  ERIE (1979)
 MC1310
 MC1310                         *CURRENT SURVEY CONTROL
 MC1310  ___________________________________________________________________
 MC1310* NAD 83(1994)-  41 47 30.26601(N)    083 26 55.67549(W)     ADJUSTED  
 MC1310* NAVD 88     -                                                        
 MC1310  ___________________________________________________________________
 MC1310  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 MC1310  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1310
 MC1310  HORZ ORDER  -  THIRD
 MC1310
 MC1310.The horizontal coordinates were established by classical geodetic methods
 MC1310.and adjusted by the National Geodetic Survey in February 1997..
 MC1310
 MC1310
 MC1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1310
 MC1310.The geoid height was determined by GEOID03.
 MC1310
 MC1310;                    North         East     Units Scale Factor Converg.
 MC1310;SPC MI S     -    32,823.001 4,076,298.653   MT  1.00008721   +0 37 28.7
 MC1310;SPC MI S     -   107,687.01 13,373,683.24   iFT  1.00008721   +0 37 28.7
 MC1310;SPC OH N     -   236,418.808   521,135.566   MT  1.00001898   -0 37 23.9
 MC1310;UTM  17      - 4,629,552.477   296,529.350   MT  1.00010948   -1 37 57.0
 MC1310
 MC1310                          SUPERSEDED SURVEY CONTROL
 MC1310
 MC1310  NAD 83(1986)-  41 47 30.28254(N)    083 26 55.70018(W) AD(       ) 4
 MC1310  NAD 27      -  41 47 30.11833(N)    083 26 55.93024(W) AD(       ) 3
 MC1310
 MC1310.Superseded values are not recommended for survey control.
 MC1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1310.See file dsdata.txt to determine how the superseded data were derived.
 MC1310
 MC1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9652929552(NAD 83)
 MC1310_MARKER: 63 = STACK
 MC1310
 MC1310  HISTORY     - Date     Condition        Report By
 MC1310  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1310  HISTORY     - 1976     GOOD             NGS
 MC1310
 MC1310                          STATION DESCRIPTION
 MC1310
 MC1310'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1310'THE STACK IS THE SOUTHERNMOST OF THREE STACKS WHICH ARE SITUATED
 MC1310'ATOP THE CONSUMERS POWER CO. BUILDING (SOMETIMES REFERRED TO AS
 MC1310'THE WHITING PLANT), WHICH IS LOCATED IN THE EASTERN EXTREMITY OF
 MC1310'ERIE TOWNSHIP AT THE LAKE ERIE SHORELINE ON THE NORTHERN END OF
 MC1310'MAUMEE BAY.  THE POINT OF INTERSECTION WAS THE CENTER OF THE
 MC1310'STACK.
 MC1310
 MC1310                          STATION RECOVERY (1976)
 MC1310
 MC1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1310'THE STACK IS THE SOUTHERNMOST OF THREE STACKS WHICH ARE SITUATED ATOP
 MC1310'THE CONSUMERS POWER CO. BUILDING (SOMETIMES REFERRED TO AS THE
 MC1310'WHITING PLANT), WHICH IS LOCATED IN THE EASTERN EXTREMITY OF ERIE
 MC1310'TOWNSHIP AT THE LAKE ERIE SHORELINE ON THE NORTHERN END OF MAUMEE
 MC1310'BAY.  THE POINT OF INTERSECTION WAS THE CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1307 ***********************************************************************
 MC1307  DESIGNATION -  LUNA PIER MUNIC WATER TANK
 MC1307  PID         -  MC1307
 MC1307  STATE/COUNTY-  MI/MONROE
 MC1307  USGS QUAD   -  ERIE (1979)
 MC1307
 MC1307                         *CURRENT SURVEY CONTROL
 MC1307  ___________________________________________________________________
 MC1307* NAD 83(1994)-  41 49 14.23799(N)    083 25 55.17757(W)     ADJUSTED  
 MC1307* NAVD 88     -                                                        
 MC1307  ___________________________________________________________________
 MC1307  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 MC1307  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC1307
 MC1307  HORZ ORDER  -  THIRD
 MC1307
 MC1307.The horizontal coordinates were established by classical geodetic methods
 MC1307.and adjusted by the National Geodetic Survey in February 1997..
 MC1307
 MC1307
 MC1307.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1307
 MC1307.The geoid height was determined by GEOID03.
 MC1307
 MC1307;                    North         East     Units Scale Factor Converg.
 MC1307;SPC MI S     -    36,046.247 4,077,659.912   MT  1.00007783   +0 38 09.9
 MC1307;SPC MI S     -   118,261.97 13,378,149.32   iFT  1.00007783   +0 38 09.9
 MC1307;SPC OH N     -   239,611.446   522,566.626   MT  1.00002549   -0 36 44.2
 MC1307;UTM  17      - 4,632,719.669   298,016.565   MT  1.00010205   -1 37 19.9
 MC1307
 MC1307                          SUPERSEDED SURVEY CONTROL
 MC1307
 MC1307  NAD 83(1986)-  41 49 14.25479(N)    083 25 55.19893(W) AD(       ) 4
 MC1307  NAD 27      -  41 49 14.08974(N)    083 25 55.43745(W) AD(       ) 3
 MC1307
 MC1307.Superseded values are not recommended for survey control.
 MC1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1307.See file dsdata.txt to determine how the superseded data were derived.
 MC1307
 MC1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9801732720(NAD 83)
 MC1307_MARKER: 51 = TANK
 MC1307
 MC1307  HISTORY     - Date     Condition        Report By
 MC1307  HISTORY     - 1975     FIRST OBSERVED   USLS
 MC1307  HISTORY     - 1975     GOOD             NGS
 MC1307  HISTORY     - 1976     GOOD             NGS
 MC1307  HISTORY     - 1983     GOOD             USPSQD
 MC1307
 MC1307                          STATION DESCRIPTION
 MC1307
 MC1307'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1307'THE WATER TANK IS LOCATED NEAR THE NORTHEAST CORNER OF ERIE
 MC1307'TOWNSHIP, APPROXIMATELY ONE THOUSAND FEET EAST OF INTERSTATE 75
 MC1307'ON THE SOUTH SIDE OF ALLEN COVE ROAD.  THE LARGE GREEN TANK IS
 MC1307'MARKED CITY OF LUNA PIER 48157, AND HAS A FIXED RED LIGHT AT ITS
 MC1307'HIGHEST POINT WHICH IS THE POINT OF INTERSECTION.
 MC1307
 MC1307                          STATION RECOVERY (1975)
 MC1307
 MC1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RST)
 MC1307'THE STATION IS A FIXED RED LIGHT ATOP THE LIGHT GREEN TANK IN THE
 MC1307'CITY OF LUNA PIER.  THE TANK IS MARKED CITY OF LUNA PIER 48157.  THE
 MC1307'STATION WAS RECOVERED AS RECENTLY DESCRIBED BY LAKE SURVEY
 MC1307'PERSONNEL.
 MC1307
 MC1307                          STATION RECOVERY (1976)
 MC1307
 MC1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (RST)
 MC1307'THE WATER TANK IS LOCATED NEAR THE NORTHEAST CORNER OF ERIE
 MC1307'TOWNSHIP, APPROXIMATELY ONE THOUSAND FEET EAST OF INTERSTATE 75 ON
 MC1307'THE SOUTH SIDE OF ALLEN COVE ROAD.  THE LARGE GREEN TANK IS MARKED
 MC1307'CITY OF LUNA PIER 48157, AND HAS A FIXED RED LIGHT AT ITS HIGHEST
 MC1307'POINT WHICH IS THE POINT OF INTERSECTION.
 MC1307
 MC1307                          STATION RECOVERY (1983)
 MC1307
 MC1307'RECOVERY NOTE BY US POWER SQUADRON 1983 (MS)
 MC1307'STATION FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC1308 ***********************************************************************
 MC1308  DESIGNATION -  LUNA PIER POWER
 MC1308  PID         -  MC1308
 MC1308  STATE/COUNTY-  MI/MONROE
 MC1308  USGS QUAD   -  ERIE (1979)
 MC1308
 MC1308                         *CURRENT SURVEY CONTROL
 MC1308  ___________________________________________________________________
 MC1308* NAD 83(1994)-  41 47 29.35418(N)    083 26 38.14028(W)     ADJUSTED  
 MC1308* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 MC1308  ___________________________________________________________________
 MC1308  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 MC1308  GEOID HEIGHT-         -35.33  (meters)                     GEOID03
 MC1308
 MC1308  HORZ ORDER  -  SECOND
 MC1308
 MC1308.The horizontal coordinates were established by classical geodetic methods
 MC1308.and adjusted by the National Geodetic Survey in February 1997..
 MC1308
 MC1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 MC1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MC1308
 MC1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 MC1308
 MC1308.The geoid height was determined by GEOID03.
 MC1308
 MC1308;                    North         East     Units Scale Factor Converg.
 MC1308;SPC MI S     -    32,799.294 4,076,703.843   MT  1.00008729   +0 37 40.6
 MC1308;SPC MI S     -   107,609.23 13,375,012.61   iFT  1.00008729   +0 37 40.6
 MC1308;SPC OH N     -   236,386.284   521,540.116   MT  1.00001892   -0 37 12.4
 MC1308;UTM  17      - 4,629,512.829   296,933.300   MT  1.00010746   -1 37 45.3
 MC1308
 MC1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MC1308!SPC MI S     -   0.99997742  x   1.00008729  =   1.00006470
 MC1308!SPC OH N     -   0.99997742  x   1.00001892  =   0.99999634
 MC1308!UTM  17      -   0.99997742  x   1.00010746  =   1.00008487
 MC1308
 MC1308|---------------------------------------------------------------------|
 MC1308| PID    Reference Object                     Distance      Geod. Az  |
 MC1308|                                                           dddmmss.s |
 MC1308| CE6822 LUNA PIER POWER RM 1                 22.616 METERS 00334     |
 MC1308| MC1307 LUNA PIER MUNIC WATER TANK          APPROX. 3.4 KM 0170206.6 |
 MC1308| MC1305 TOLEDO BEACH SULPHUR CK RMAST       APPROX. 5.1 KM 0280330.4 |
 MC1308| MC1292 MONROE EDISON SOUTHWEST STACK       APPROX.13.7 KM 0362215.2 |
 MC1308| MC1290 MONROE EDISON LSC 1975              APPROX.13.9 KM 0363731.7 |
 MC1308| MC1291 MONROE EDISON NORTHEAST STACK       APPROX.13.8 KM 0364408.1 |
 MC1308| MC1297 TURTLE ISLAND LIGHTHOUSE USLS       APPROX. 6.2 KM 1343537.8 |
 MC1308| CE6823 LUNA PIER POWER RM 2                 34.558 METERS 15853     |
 MC1308| MC1309 LUNA PIER CONPOCO ELEV TANK         359.148 METERS 27314     |
 MC1308| MC1310 LUNA PIER CONPOCO SOUTH STACK       405.847 METERS 2735835.1 |
 MC1308| MC1311 LUNA PIER CONPOCO MIDDLE STACK      407.991 METERS 2764117.5 |
 MC1308| MC1312 LUNA PIER CONPOCO NORTH STACK       411.211 METERS 2793203.2 |
 MC1308|---------------------------------------------------------------------|
 MC1308
 MC1308                          SUPERSEDED SURVEY CONTROL
 MC1308
 MC1308  NAD 83(1986)-  41 47 29.37059(N)    083 26 38.16124(W) AD(       ) 2
 MC1308  NAD 27      -  41 47 29.20629(N)    083 26 38.39995(W) AD(       ) 2
 MC1308  NGVD 29 (07/19/86)  179.5    (m)          589.     (f) VERT ANG       
 MC1308
 MC1308.Superseded values are not recommended for survey control.
 MC1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC1308.See file dsdata.txt to determine how the superseded data were derived.
 MC1308
 MC1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG9693329513(NAD 83)
 MC1308_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 MC1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC1308_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MC1308
 MC1308  HISTORY     - Date     Condition        Report By
 MC1308  HISTORY     - 1975     MONUMENTED       USLS
 MC1308
 MC1308                          STATION DESCRIPTION
 MC1308
 MC1308'DESCRIBED BY US LAKE SURVEY 1975 (WAB)
 MC1308'SECOND ORDER EODM TRAVERSE INTERSECT STATION--DETROIT-TOLEDO SCHEME
 MC1308'POSITIONED BY DIRECT RANGE/AZIMUTH OBSERVATIONS FROM MONROE EDISON
 MC1308'LSC.
 MC1308'
 MC1308'THE STATION IS APPROX. 9 MILES SOUTH OF MONROE, MICH. AND 4 MILES
 MC1308'NORTH OF THE MICHIGAN/OHIO STATE LINE, ADJACENT TO THE LAKE ERIE
 MC1308'SHORE, ON THE PROPERTY OF CONSUMERS POWERS G. R. WHITING STEAM
 MC1308'PLANT.  STATION IS LOCATED ON THE WEST SIDE OF THE ACCESS DRIVE
 MC1308'ALONG THE SHORE, JUST NORTH OF A 70 FEET WIDE DRAINAGE CHANNEL,
 MC1308'AND APPROX. 18 FEET NORTHEAST OF THE NORTHERNMOST STEEL
 MC1308'INTERLOCKING RETAINING WALL.  (SEE SKETCH BELOW).
 MC1308'
 MC1308'TO REACH THE STATION FROM MONROE (FRONT ST. EXIT) AND I-75,
 MC1308'PROCEED SOUTH ON I-75 APPROX. 9.1 MILES TO THE ERIE ROAD
 MC1308'EXIT.  PROCEED EAST ON ERIE ROAD 0.4 MILES TO CONSUMERS DRIVE ON
 MC1308'THE RIGHT.  PROCEED SOUTH ON DRIVE TO MAIN GATE.  REFER TO SKETCH
 MC1308'BELOW TO REACH STATION FROM MAIN GATE.
 MC1308'
 MC1308'STATION MARK IS A STANDARD DISK SET IN CONCRETE FLUSH WITH THE
 MC1308'GROUND, AND IS STAMPED, LUNA PIER POWER LSC 1975.  (SEE SKETCH
 MC1308'FOR DISTANCE/DIRECTIONS).
 MC1308'
 MC1308'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LUNA PIER POWER LSC
 MC1308'NO. 1 1975 AND IS LOCATED ABOUT 85 FEET NORTH OF THE NORTH END
 MC1308'OF THE STEEL RETAINING WALL ON THE WEST SIDE OF THE ACCESS ROAD.
 MC1308'
 MC1308'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LUNA PIER POWER LSC
 MC1308'NO. 2 1975 AND IS LOCATED ABOUT 2 FEET EAST OF THE CENTER OF THE
 MC1308'SOUTHERNMOST STEEL INTERLOCKING RETAINING WALL, ON THE WEST SIDE
 MC1308'OF THE ACCESS ROAD.
 MC1308'
 MC1308'FOR PERMISSION TO ACCESS, CALL PLANT SUPERVISOR W. J. GRYDER
 MC1308'(313) 848-2315.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0524 ***********************************************************************
 PL0524  DESIGNATION -  LUTHER
 PL0524  PID         -  PL0524
 PL0524  STATE/COUNTY-  MI/LAKE
 PL0524  USGS QUAD   -  LUTHER (1987)
 PL0524
 PL0524                         *CURRENT SURVEY CONTROL
 PL0524  ___________________________________________________________________
 PL0524* NAD 83(1994)-  44 02 16.41066(N)    085 37 33.02678(W)     ADJUSTED  
 PL0524* NAVD 88     -       422.0    (meters)    1385.     (feet)  GPS OBS   
 PL0524  ___________________________________________________________________
 PL0524  X           -     350,292.127 (meters)                     COMP
 PL0524  Y           -  -4,579,452.245 (meters)                     COMP
 PL0524  Z           -   4,411,389.369 (meters)                     COMP
 PL0524  LAPLACE CORR-           6.10  (seconds)                    DEFLEC99
 PL0524  ELLIP HEIGHT-         388.58  (meters)          (07/17/02) GPS OBS
 PL0524  GEOID HEIGHT-         -33.31  (meters)                     GEOID03
 PL0524
 PL0524  HORZ ORDER  -  FIRST
 PL0524  ELLP ORDER  -  FOURTH    CLASS I
 PL0524
 PL0524.The horizontal coordinates were established by classical geodetic methods
 PL0524.and adjusted by the National Geodetic Survey in February 1997..
 PL0524
 PL0524.The orthometric height was determined by GPS observations and a
 PL0524.high-resolution geoid model.
 PL0524
 PL0524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0524
 PL0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0524
 PL0524.The ellipsoidal height was determined by GPS observations
 PL0524.and is referenced to NAD 83.
 PL0524
 PL0524.The geoid height was determined by GEOID03.
 PL0524
 PL0524;                    North         East     Units Scale Factor Converg.
 PL0524;SPC MI C     -    80,928.735 5,899,071.106   MT  1.00003651   -0 53 22.2
 PL0524;SPC MI C     -   265,514.22 19,353,907.83   iFT  1.00003651   -0 53 22.2
 PL0524;UTM  16      - 4,876,999.311   610,102.226   MT  0.99974909   +0 57 19.2
 PL0524
 PL0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0524!SPC MI C     -   0.99993907  x   1.00003651  =   0.99997558
 PL0524!UTM  16      -   0.99993907  x   0.99974909  =   0.99968818
 PL0524
 PL0524:                Primary Azimuth Mark                     Grid Az
 PL0524:SPC MI C     -  ORONO                                    173 14 58.0
 PL0524:UTM  16      -  ORONO                                    171 24 16.6
 PL0524
 PL0524|---------------------------------------------------------------------|
 PL0524| PID    Reference Object                     Distance      Geod. Az  |
 PL0524|                                                           dddmmss.s |
 PL0524| OK0628 ORONO                               APPROX.12.2 KM 1722135.8 |
 PL0524| CH1353 LUTHER RM 1                          13.415 METERS 17442     |
 PL0524| CH1354 LUTHER RM 2                          20.997 METERS 28736     |
 PL0524|---------------------------------------------------------------------|
 PL0524
 PL0524                          SUPERSEDED SURVEY CONTROL
 PL0524
 PL0524  ELLIP H (02/03/97)  388.62   (m)                       GP(       ) 4 1
 PL0524  NAD 83(1986)-  44 02 16.40938(N)    085 37 33.03282(W) AD(       ) 1
 PL0524  NAD 27      -  44 02 16.36603(N)    085 37 32.83028(W) AD(       ) 1
 PL0524  NGVD 29 (07/19/86)  422.0    (m)         1385.     (f) VERT ANG       
 PL0524
 PL0524.Superseded values are not recommended for survey control.
 PL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0524.See file dsdata.txt to determine how the superseded data were derived.
 PL0524
 PL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP1010276999(NAD 83)
 PL0524_MARKER: DS = TRIANGULATION STATION DISK
 PL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0524_SP_SET: SQUARE CONCRETE MONUMENT
 PL0524_STAMPING: LUTHER 1931
 PL0524_MARK LOGO: CGS   
 PL0524_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0524+STABILITY: SURFACE MOTION
 PL0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0524+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2004
 PL0524
 PL0524  HISTORY     - Date     Condition        Report By
 PL0524  HISTORY     - 1931     MONUMENTED       CGS
 PL0524  HISTORY     - 1931     GOOD             CGS
 PL0524  HISTORY     - 1980     GOOD             NGS
 PL0524  HISTORY     - 1980     GOOD             MIDH
 PL0524  HISTORY     - 19910402 GOOD             USFS
 PL0524  HISTORY     - 19991001 MARK NOT FOUND   USPSQD
 PL0524  HISTORY     - 20041014 GOOD             USPSQD
 PL0524
 PL0524                          STATION DESCRIPTION
 PL0524
 PL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0524'ABOUT 9 MILES WEST OF LE ROY AND 3 MILES EAST OF LUTHER, IN SEC. 16,
 PL0524'T. 19 N., R. 11 W., ON KNOLL, IN CUT-OVER
 PL0524'TIMBER AREA, IN BRUSH.  KNOLL IS MOST ACCESSIBLE ONE ON RIDGE.  TO
 PL0524'REACH FROM LE ROY BY U.S. ROUTE 131, GO
 PL0524'SOUTHWEST 3 MILES TO JUNCTION WITH ROUTE M-63 .  FOLLOW WEST TO
 PL0524'CROSSROADS AT SCHOOL, WHERE BRANCH OF ROUTE M-63
 PL0524'FROM SOUTH COMES IN, THENCE WEST 4.0 MILES TO CROSSROADS.  TURN
 PL0524'NORTH TOWARD A.C. GENUNGS HOUSE ON SOUTH SIDE OF
 PL0524'ROAD, THEN INTO ROAD THROUGH ORCHARD WEST OF HOUSE,
 PL0524'GO THROUGH GATE AND KEEP RIGHT-HAND FORK AT 50 YARDS BEYOND, FOLLOW
 PL0524'OLD POST ROAD SOUTH, THROUGH WIRE GAP 0.65 MILE TO
 PL0524'BLAZES ON POPLAR TREES ON RIGHT, JUST OVER CROWN OF GRADE.  STATION
 PL0524'IS 180 YARDS SOUTHWEST OF THIS POINT.  SURFACE
 PL0524'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE,
 PL0524'NOTES 1A AND 7A.  REFERENCE MARKS ARE STANDARD
 PL0524'REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1 IS IN
 PL0524'PINE STUMP AREA AMID LOW BRUSH, AND 13.42 METERS (44.0 FEET) FROM
 PL0524'STATION IN AZIMUTH 354 DEG 42 MIN.  NO. 2 IS IN
 PL0524'PINE STUMP AREA, AND 21.03 METERS (69.0 FEET) FROM STATION IN AZIMUTH
 PL0524'107 DEG 36 MIN.
 PL0524
 PL0524                          STATION RECOVERY (1931)
 PL0524
 PL0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 PL0524'RECOVERED IN GOOD CONDITION.
 PL0524
 PL0524                          STATION RECOVERY (1980)
 PL0524
 PL0524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0524'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 PL0524'IN GOOD CONDITION.  THE DIRECTIONS TO THE REFERENCE MARKS
 PL0524'CHECKED FAVORABLY WITH THE 1931 DATA.  THE DISTANCE TO
 PL0524'REFERENCE MARK 1 WAS NOTED TO BE 0.005 METER SHORTER AND THE
 PL0524'DISTANCE TO REFERENCE MARK 2 WAS NOTED TO BE 0.033 METER
 PL0524'SHORTER THAN THE 1931 DISTANCES.
 PL0524'THE STATION IS LOCATED ABOUT 17.3 KM (10-3/4 MI)
 PL0524'NORTH-NORTHEAST OF CHASE, 14.5 KM (9 MI) WEST OF LEROY,
 PL0524'8.0 KM (5 MI) SOUTHWEST OF BRISTOL, 4.4 KM (2-3/4 MI)
 PL0524'EAST OF LUTHER, IN THE NE1/4,S16,T19N,R11W OF
 PL0524'ELLSWORTH TOWNSHIP, AND ON PROPERTY OF
 PL0524'MRS. BEULAH CLARK, 1131 BLAKE AVENUE, LANSING, MI 48912.
 PL0524'TELEPHONE NUMBER 517-489-7110.
 PL0524'
 PL0524'TO REACH THE STATION FROM THE POST OFFICE IN LUTHER, GO
 PL0524'SOUTHEASTERLY ON LAKE COUNTY HIGHWAY 63 FOR 3.3 KM (2.05 MI)
 PL0524'TO A SIDE ROAD LEFT ON THE OUTSIDE OF A CURVE.  TURN LEFT
 PL0524'AND GO EAST ON 2-1/2 MILE ROAD FOR 0.9 KM (0.55 MI) TO A
 PL0524'SIDE ROAD LEFT.  TURN LEFT AND GO NORTH ON SKOOKUM ROAD
 PL0524'FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT AND
 PL0524'GO EAST ON 3 MILE ROAD FOR 2.3 KM (1.45 MI) TO A DIM TRACK
 PL0524'ROAD LEFT.  TURN LEFT AND GO NORTHERLY ON THE DIM TRACK ROAD
 PL0524'FOR 1.0 KM (0.6 MI) TO A CUT ROAD LEFT.  TURN LEFT AND GO
 PL0524'WESTERLY ON THE CUT ROAD FOR 0.6 KM (0.35 MI) TO THE TOP
 PL0524'OF A RIDGE AND THE STATION.
 PL0524'
 PL0524'THE STATION IS A STANDARD CGS DISK
 PL0524'STAMPED---LUTHER 1931---,
 PL0524'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 27 CM ON A SIDE
 PL0524'PROJECTING 3 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0524'11.6 METERS (38.0 FT) NORTH FROM A TRIANGLE BLAZED POPLAR TREE,
 PL0524'10.3 METERS (33.8 FT) NORTHWEST FROM A TRIPLE TRUNKED TREE, AND
 PL0524'2.9 METERS (9.5 FT) SOUTH-SOUTHWEST FROM A TRIANGLE BLAZED POPLAR
 PL0524'TREE.
 PL0524'
 PL0524'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0524'STAMPED---LUTHER NO 1 1931---,
 PL0524'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 40 CM ON A SIDE
 PL0524'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0524'4.8 METERS (15.7 FT) WEST-NORTHWEST FROM A MULTIPLE TRUNKED TREE
 PL0524'AND
 PL0524'1.8 METERS (5.9 FT) SOUTH-SOUTHWEST FROM THE TRIANGLE BLAZED
 PL0524'POPLAR TREE.
 PL0524'MARK IS LEVEL WITH STATION.
 PL0524'
 PL0524'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0524'STAMPED---LUTHER NO 2 1931---,
 PL0524'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 48 CM ON A SIDE
 PL0524'PROJECTING 6 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0524'4.2 METERS (13.8 FT) WEST FROM A LARGE TREE STUMP AND
 PL0524'2.6 METERS (8.5 FT) NORTHWEST FROM A TRIANGLLE BLAZED POPLAR TREE.
 PL0524'MARK IS BELOW STATION 0.5 METER.
 PL0524'
 PL0524'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 PL0524'NO SUITABLE LOCATION FOR A LONG REFERENCE MARK OR AN
 PL0524'AZIMUTH MARK.
 PL0524
 PL0524                          STATION RECOVERY (1980)
 PL0524
 PL0524'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0524'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0524'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PL0524'WITH 1931 DATA.
 PL0524'STATION IS IN DEEP WOODS.
 PL0524'
 PL0524'TO REACH DESCRIPTION BY NGS, 1980 IS GOOD.
 PL0524
 PL0524                          STATION RECOVERY (1991)
 PL0524
 PL0524'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0524'FROM THE INTERSECTION OF OLD M-63 AND STATE ROAD IN LUTHER PROCEED
 PL0524'SOUTHEASTERLY ALONG OLD M-63, 2.5 MI (4.0 KM) TO SKOOKUM ROAD, TURN
 PL0524'NORTH AND GO 0.5 MI (0.8 KM) TO 3 MILE ROAD, TURN EAST AND GO 1.42 MI
 PL0524'(2.29 KM) TO A TRAIL ROAD ON THE NORTH SIDE OF THE ROAD ON A CURVE TO
 PL0524'THE RIGHT, TRAVEL NORTHERLY A DISTANCE OF 0.5 MI (0.8 KM) TO A 2-TRACK
 PL0524'THAT BEARS S17W, PARK THE VEHICLE. STATION BEARS S50W APPROXIMATELY
 PL0524'500 FT (152.4 M) ATOP A FLAT KNOLL IN A RECENTLY CLEAR CUT ASPEN
 PL0524'STAND, MAP POSITION IS S85W 900 FT (274.3 M) FROM THE EAST 1/4 CORNER
 PL0524'OF SECTION 16 T19N R11W.  REFERENCE MARKS 1 AND 2 WERE NOT SEARCHED
 PL0524'FOR.  THE SURFACE MARK IS A 12 INCH SQUARE CONCRETE MONUMENT WITH A
 PL0524'3 1/2 INCH DISK PROTRUDING 6 INCHES ABOVE GROUND.
 PL0524
 PL0524                          STATION RECOVERY (1999)
 PL0524
 PL0524'RECOVERY NOTE BY US POWER SQUADRON 1999
 PL0524'MARK NOT FOUND.
 PL0524
 PL0524                          STATION RECOVERY (2004)
 PL0524
 PL0524'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVR)
 PL0524'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0057 ***********************************************************************
 OJ0057  DESIGNATION -  LYNN USLS
 OJ0057  PID         -  OJ0057
 OJ0057  STATE/COUNTY-  MI/SANILAC
 OJ0057  USGS QUAD   -  JEDDO (1976)
 OJ0057
 OJ0057                         *CURRENT SURVEY CONTROL
 OJ0057  ___________________________________________________________________
 OJ0057* NAD 83(1986)-  43 14 54.     (N)    082 31 48.     (W)     SCALED    
 OJ0057* NAVD 88     -       190.010  (meters)     623.39   (feet)  ADJUSTED  
 OJ0057  ___________________________________________________________________
 OJ0057  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0057  DYNAMIC HT  -         189.970 (meters)     623.26  (feet)  COMP
 OJ0057  MODELED GRAV-     980,405.3   (mgal)                       NAVD 88
 OJ0057
 OJ0057  VERT ORDER  -  FIRST     CLASS 0
 OJ0057
 OJ0057.The horizontal coordinates were scaled from a topographic map and have
 OJ0057.an estimated accuracy of +/- 6 seconds.
 OJ0057
 OJ0057.The orthometric height was determined by differential leveling
 OJ0057.and adjusted by the National Geodetic Survey in June 1991..
 OJ0057
 OJ0057.The geoid height was determined by GEOID03.
 OJ0057
 OJ0057.The dynamic height is computed by dividing the NAVD 88
 OJ0057.geopotential number by the normal gravity value computed on the
 OJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0057.degrees latitude (g = 980.6199 gals.).
 OJ0057
 OJ0057.The modeled gravity was interpolated from observed gravity values.
 OJ0057
 OJ0057;                    North         East    Units  Estimated Accuracy
 OJ0057;SPC MI S     -   195,830.    4,149,140.      MT  (+/- 180 meters Scaled)
 OJ0057
 OJ0057                          SUPERSEDED SURVEY CONTROL
 OJ0057
 OJ0057  NGVD 29 (??/??/??)  190.130  (m)          623.78   (f) ADJUSTED    1 0
 OJ0057
 OJ0057.Superseded values are not recommended for survey control.
 OJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0057.See file dsdata.txt to determine how the superseded data were derived.
 OJ0057
 OJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH757895(NAD 83)
 OJ0057_MARKER: Z = SEE DESCRIPTION
 OJ0057_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 OJ0057_SP_SET: UNSPECIFIED DEEP SET
 OJ0057_PROJECTION: FLUSH
 OJ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0057+STABILITY: SURFACE MOTION
 OJ0057_ROD/PIPE-DEPTH: 3.4  meters
 OJ0057
 OJ0057  HISTORY     - Date     Condition        Report By
 OJ0057  HISTORY     - 1970     MONUMENTED       USLS
 OJ0057  HISTORY     - 1970     GOOD             USLS
 OJ0057  HISTORY     - 1980     GOOD             NGS
 OJ0057  HISTORY     - 19940728 GOOD             USPSQD
 OJ0057  HISTORY     - 20040418 GOOD             USPSQD
 OJ0057
 OJ0057                          STATION DESCRIPTION
 OJ0057
 OJ0057'DESCRIBED BY US LAKE SURVEY 1970
 OJ0057'1.5 MI S FROM LEXINGTON.
 OJ0057'LYNN IS IN SANILAC COUNTY, MICHIGAN, ABOUT 1.5 MILES SOUTH OF
 OJ0057'INTERSECTION OF HURON AVE. AND MAIN STREET (U.S. 25) IN LEXINGTON,
 OJ0057'AT INTERSECTION OF LYNN BLVD., 156 FEET SOUTHEAST OF SOUTHEAST
 OJ0057'CORNER OF ATTACHED GARAGE AT NO. 6242 LAKESHORE ROAD (U.S. 25),
 OJ0057'53.0 FEET SOUTHEAST OF A 6-INCH MAPLE, 41.3 FEET NORTH OF UTILITY
 OJ0057'POLE 3778, 35 FEET WEST OF CENTERLINE OF HIGHWAY U.S. 25, 6.7
 OJ0057'FEET EAST OF MOST EASTERLY POST SUPPORTING MAGNOLIA GARDENS
 OJ0057'SUBDIVISION SIGN AT INTERSECTION OF EXTENDED LINES OF NORTHEAST
 OJ0057'AND SOUTHEAST CURB FACES, 1/2-FOOT BELOW THE GROUND SURFACE,
 OJ0057'BEING HIGHEST POINT ON TOP OF A 5/8-INCH DIAMETER COPPER-COATED
 OJ0057'STEEL ROD, 11 FEET LONG.  BM LYNN 1970.
 OJ0057
 OJ0057                          STATION RECOVERY (1980)
 OJ0057
 OJ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0057'2.4 KILOMETERS (1.5 MILES) SOUTH ALONG STATE HIGHWAY 25 FROM THE
 OJ0057'INTERSECTION OF HURON AVENUE IN LEXINGTON, TO THE JUNCTION OF LYNN
 OJ0057'BOULEVARD, DIRECTLY WEST AND ACROSS THE HIGHWAY FROM THE DRIVE FOR
 OJ0057'HOUSE NUMBER 6265, SET AT THE EAST END OF THE MEDIUM BETWEEN
 OJ0057'THE TWO ONE WAY ROADS, AND EAST OF THE EAST EDGE OF THE CONCRETE
 OJ0057'CURBING AROUND A SIGN (MAGNOLIA GARDENS SUBDIVISION). 12.5 METERS
 OJ0057'(41.0 FEET) NORTH OF POWER POLE NUMBER 3778 ON THE SOUTH SIDE OF THE
 OJ0057'HIGHWAY, 10.76 METERS (35.3 FEET) WEST OF THE CENTER LINE OF THE
 OJ0057'HIGHWAY, 6.7 METERS (22.0 FEET) SOUTH OF THE NORTH ROAD OF THE
 OJ0057'0.35 METER (1.4 FEET) EAST OF THE EAST EDGE OF THE CURBING.
 OJ0057'THE MARK IS 0.3 M BELOW GROUND.
 OJ0057
 OJ0057                          STATION RECOVERY (1994)
 OJ0057
 OJ0057'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0057'RECOVERED IN GOOD CONDITION.
 OJ0057
 OJ0057                          STATION RECOVERY (2004)
 OJ0057
 OJ0057'RECOVERY NOTE BY US POWER SQUADRON 2004 (DAB)
 OJ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0248 ***********************************************************************
 QK0248  DESIGNATION -  M
 QK0248  PID         -  QK0248
 QK0248  STATE/COUNTY-  MI/MACKINAC
 QK0248  USGS QUAD   -  ST IGNACE (1976)
 QK0248
 QK0248                         *CURRENT SURVEY CONTROL
 QK0248  ___________________________________________________________________
 QK0248* NAD 83(1986)-  45 51 23.     (N)    084 43 28.     (W)     SCALED    
 QK0248* NAVD 88     -       179.036  (meters)     587.39   (feet)  ADJUSTED  
 QK0248  ___________________________________________________________________
 QK0248  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0248  DYNAMIC HT  -         179.043 (meters)     587.41  (feet)  COMP
 QK0248  MODELED GRAV-     980,648.5   (mgal)                       NAVD 88
 QK0248
 QK0248  VERT ORDER  -  FIRST     CLASS II
 QK0248
 QK0248.The horizontal coordinates were scaled from a topographic map and have
 QK0248.an estimated accuracy of +/- 6 seconds.
 QK0248
 QK0248.The orthometric height was determined by differential leveling
 QK0248.and adjusted by the National Geodetic Survey in June 1991..
 QK0248
 QK0248.The geoid height was determined by GEOID03.
 QK0248
 QK0248.The dynamic height is computed by dividing the NAVD 88
 QK0248.geopotential number by the normal gravity value computed on the
 QK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0248.degrees latitude (g = 980.6199 gals.).
 QK0248
 QK0248.The modeled gravity was interpolated from observed gravity values.
 QK0248
 QK0248;                    North         East    Units  Estimated Accuracy
 QK0248;SPC MI N     -   121,800.    8,176,690.      MT  (+/- 180 meters Scaled)
 QK0248
 QK0248                          SUPERSEDED SURVEY CONTROL
 QK0248
 QK0248  NGVD 29 (??/??/92)  179.079  (m)          587.53   (f) ADJ UNCH    1 2
 QK0248
 QK0248.Superseded values are not recommended for survey control.
 QK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0248.See file dsdata.txt to determine how the superseded data were derived.
 QK0248
 QK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766806(NAD 83)
 QK0248_MARKER: DS = TRIANGULATION STATION DISK
 QK0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0248_SP_SET: CAUSEWAY
 QK0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0248
 QK0248  HISTORY     - Date     Condition        Report By
 QK0248  HISTORY     - UNK      MONUMENTED       MIDH
 QK0248  HISTORY     - 1934     GOOD             NGS
 QK0248  HISTORY     - 20020605 MARK NOT FOUND   MIDT
 QK0248  HISTORY     - 20050604 MARK NOT FOUND   USPSQD
 QK0248  HISTORY     - 20050604 MARK NOT FOUND   USPSQD
 QK0248
 QK0248                          STATION DESCRIPTION
 QK0248
 QK0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QK0248'1.5 MI W FROM ST IGNACE.
 QK0248'1.5 MILES WEST OF ST. IGNACE, MACKINAC COUNTY, SET IN CONCRETE
 QK0248'AT THE EXTREME SOUTH END OF THE CAUSEWAY.  A STANDARD
 QK0248'TRIANGULATION STATION DISK.  NOTE-- THIS BENCH MARK WILL EITHER
 QK0248'BE COVERED OR DESTROYED WHEN THE BRIDGE IS COMPLETED.
 QK0248
 QK0248                          STATION RECOVERY (2002)
 QK0248
 QK0248'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002
 QK0248'MARK NOT FOUND.
 QK0248
 QK0248                          STATION RECOVERY (2005)
 QK0248
 QK0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 QK0248'NO LIGHT STRUCTURES IN AREA.
 QK0248
 QK0248                          STATION RECOVERY (2005)
 QK0248
 QK0248'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 QK0248'NO LIGHT STRUCTURE IN AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0087 ***********************************************************************
 NF0087  DESIGNATION -  M
 NF0087  PID         -  NF0087
 NF0087  STATE/COUNTY-  MI/INGHAM
 NF0087  USGS QUAD   -  EAST LANSING (1970)
 NF0087
 NF0087                         *CURRENT SURVEY CONTROL
 NF0087  ___________________________________________________________________
 NF0087* NAD 83(1986)-  42 44 01.     (N)    084 29 19.     (W)     SCALED    
 NF0087* NAVD 88     -       261.262  (meters)     857.16   (feet)  ADJUSTED  
 NF0087  ___________________________________________________________________
 NF0087  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 NF0087  DYNAMIC HT  -         261.189 (meters)     856.92  (feet)  COMP
 NF0087  MODELED GRAV-     980,335.5   (mgal)                       NAVD 88
 NF0087
 NF0087  VERT ORDER  -  SECOND    CLASS 0
 NF0087
 NF0087.The horizontal coordinates were scaled from a topographic map and have
 NF0087.an estimated accuracy of +/- 6 seconds.
 NF0087
 NF0087.The orthometric height was determined by differential leveling
 NF0087.and adjusted by the National Geodetic Survey in June 1991..
 NF0087
 NF0087.The geoid height was determined by GEOID03.
 NF0087
 NF0087.The dynamic height is computed by dividing the NAVD 88
 NF0087.geopotential number by the normal gravity value computed on the
 NF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0087.degrees latitude (g = 980.6199 gals.).
 NF0087
 NF0087.The modeled gravity was interpolated from observed gravity values.
 NF0087
 NF0087;                    North         East    Units  Estimated Accuracy
 NF0087;SPC MI S     -   137,030.    3,990,020.      MT  (+/- 180 meters Scaled)
 NF0087
 NF0087                          SUPERSEDED SURVEY CONTROL
 NF0087
 NF0087  NGVD 29 (??/??/92)  261.348  (m)          857.44   (f) ADJ UNCH    2 0
 NF0087
 NF0087.Superseded values are not recommended for survey control.
 NF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0087.See file dsdata.txt to determine how the superseded data were derived.
 NF0087
 NF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN055342(NAD 83)
 NF0087_MARKER: DD = SURVEY DISK
 NF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0087_STAMPING: M
 NF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0087+STABILITY: SURFACE MOTION
 NF0087
 NF0087  HISTORY     - Date     Condition        Report By
 NF0087  HISTORY     - UNK      MONUMENTED       MISCOL
 NF0087  HISTORY     - 1955     GOOD             NGS
 NF0087  HISTORY     - 1978     MARK NOT FOUND   NGS
 NF0087
 NF0087                          STATION DESCRIPTION
 NF0087
 NF0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 NF0087'AT EAST LANSING.
 NF0087'AT EAST LANSING, INGHAM COUNTY, ON THE MICHIGAN STATE COLLEGE
 NF0087'CAMPUS, IN FRONT OF COLLEGE HOSPITAL, IN THE WEST CORNER OF THE
 NF0087'TRIANGULAR ISLAND AT THE INTERSECTION OF THE DRIVES, AND 1 FOOT
 NF0087'FROM THE CURB.  A MICHIGAN STATE COLLEGE STANDARD DISK, STAMPED
 NF0087'M AND SET IN THE TOP OF A CONCRETE POST.
 NF0087
 NF0087                          STATION RECOVERY (1978)
 NF0087
 NF0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 NF0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0503 ***********************************************************************
 NF0503  DESIGNATION -  M 10
 NF0503  PID         -  NF0503
 NF0503  STATE/COUNTY-  MI/CALHOUN
 NF0503  USGS QUAD   -  CERESCO (1985)
 NF0503
 NF0503                         *CURRENT SURVEY CONTROL
 NF0503  ___________________________________________________________________
 NF0503* NAD 83(1986)-  42 17 33.     (N)    085 06 45.     (W)     SCALED    
 NF0503* NAVD 88     -       271.357  (meters)     890.28   (feet)  ADJUSTED  
 NF0503  ___________________________________________________________________
 NF0503  GEOID HEIGHT-         -33.48  (meters)                     GEOID03
 NF0503  DYNAMIC HT  -         271.269 (meters)     889.99  (feet)  COMP
 NF0503  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 NF0503
 NF0503  VERT ORDER  -  FIRST     CLASS II
 NF0503
 NF0503.The horizontal coordinates were scaled from a topographic map and have
 NF0503.an estimated accuracy of +/- 6 seconds.
 NF0503
 NF0503.The orthometric height was determined by differential leveling
 NF0503.and adjusted by the National Geodetic Survey in June 1991..
 NF0503
 NF0503.The geoid height was determined by GEOID03.
 NF0503
 NF0503.The dynamic height is computed by dividing the NAVD 88
 NF0503.geopotential number by the normal gravity value computed on the
 NF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0503.degrees latitude (g = 980.6199 gals.).
 NF0503
 NF0503.The modeled gravity was interpolated from observed gravity values.
 NF0503
 NF0503;                    North         East    Units  Estimated Accuracy
 NF0503;SPC MI S     -    88,300.    3,938,490.      MT  (+/- 180 meters Scaled)
 NF0503
 NF0503                          SUPERSEDED SURVEY CONTROL
 NF0503
 NF0503.No superseded survey control is available for this station.
 NF0503
 NF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM556839(NAD 83)
 NF0503_MARKER: DB = BENCH MARK DISK
 NF0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0503_STAMPING: ELEV 890.720 FT M 10 1916
 NF0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0503+STABILITY: SURFACE MOTION
 NF0503
 NF0503  HISTORY     - Date     Condition        Report By
 NF0503  HISTORY     - 1916     MONUMENTED       CGS
 NF0503  HISTORY     - 1939     GOOD             NGS
 NF0503  HISTORY     - 1962     MARK NOT FOUND   NGS
 NF0503
 NF0503                          STATION DESCRIPTION
 NF0503
 NF0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0503'4.7 MI E FROM BATTLE CREEK.
 NF0503'4.7 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0503'STATION AT BATTLE CREEK, CALHOUN COUNTY, 3.0 MILES NORTHWEST
 NF0503'OF THE STATION AT CERESCO, AT A NORTH-AND-SOUTH ROAD CROSSING,
 NF0503'30.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 26 FEET WEST OF THE
 NF0503'CENTERLINE OF THE ROAD, AND AT THE SOUTHWEST FENCE.  A STANDARD
 NF0503'DISK, STAMPED ELEV 890.720 FT M 140 1916 AND SET IN THE TOP OF A
 NF0503'CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.  NOTE-- NEW
 NF0503'INTERSTATE HIGHWAY THROUGH THE APPARENT LOCATION.
 NF0503
 NF0503                          STATION RECOVERY (1962)
 NF0503
 NF0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 NF0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0303 ***********************************************************************
 OJ0303  DESIGNATION -  M 100
 OJ0303  PID         -  OJ0303
 OJ0303  STATE/COUNTY-  MI/SANILAC
 OJ0303  USGS QUAD   -  MARLETTE (1980)
 OJ0303
 OJ0303                         *CURRENT SURVEY CONTROL
 OJ0303  ___________________________________________________________________
 OJ0303* NAD 83(1986)-  43 18 52.     (N)    083 04 24.     (W)     SCALED    
 OJ0303* NAVD 88     -       255.333  (meters)     837.71   (feet)  ADJUSTED  
 OJ0303  ___________________________________________________________________
 OJ0303  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 OJ0303  DYNAMIC HT  -         255.279 (meters)     837.53  (feet)  COMP
 OJ0303  MODELED GRAV-     980,401.2   (mgal)                       NAVD 88
 OJ0303
 OJ0303  VERT ORDER  -  SECOND    CLASS 0
 OJ0303
 OJ0303.The horizontal coordinates were scaled from a topographic map and have
 OJ0303.an estimated accuracy of +/- 6 seconds.
 OJ0303
 OJ0303.The orthometric height was determined by differential leveling
 OJ0303.and adjusted by the National Geodetic Survey in June 1991..
 OJ0303
 OJ0303.The geoid height was determined by GEOID03.
 OJ0303
 OJ0303.The dynamic height is computed by dividing the NAVD 88
 OJ0303.geopotential number by the normal gravity value computed on the
 OJ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0303.degrees latitude (g = 980.6199 gals.).
 OJ0303
 OJ0303.The modeled gravity was interpolated from observed gravity values.
 OJ0303
 OJ0303;                    North         East    Units  Estimated Accuracy
 OJ0303;SPC MI S     -   202,350.    4,104,910.      MT  (+/- 180 meters Scaled)
 OJ0303
 OJ0303                          SUPERSEDED SURVEY CONTROL
 OJ0303
 OJ0303  NGVD 29 (??/??/92)  255.458  (m)          838.12   (f) ADJ UNCH    2 0
 OJ0303
 OJ0303.Superseded values are not recommended for survey control.
 OJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0303.See file dsdata.txt to determine how the superseded data were derived.
 OJ0303
 OJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH318978(NAD 83)
 OJ0303_MARKER: DB = BENCH MARK DISK
 OJ0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0303_STAMPING: M 100 1934
 OJ0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0303+STABILITY: SURFACE MOTION
 OJ0303
 OJ0303  HISTORY     - Date     Condition        Report By
 OJ0303  HISTORY     - 1934     MONUMENTED       CGS
 OJ0303  HISTORY     - 19940728 GOOD             USPSQD
 OJ0303
 OJ0303                          STATION DESCRIPTION
 OJ0303
 OJ0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0303'0.6 MI SE FROM MARLETTE.
 OJ0303'0.6 MILES SOUTHEAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0303'STATION AT MARLETTE, SANILAC COUNTY, 204 YARDS NORTHWEST OF A
 OJ0303'SWITCH BOX, 28 FEET WEST OF THE INTERSECTION OF THE SOUTHWEST
 OJ0303'RAIL AND THE CENTERLINE OF A PRIVATE ROAD, 24 FEET SOUTHWEST
 OJ0303'OF THE SOUTHWEST RAIL, 5.4 FEET EAST OF A POWER-TRANSMISSION
 OJ0303'LINE POLE, AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 OJ0303'STAMPED M 100 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0303
 OJ0303                          STATION RECOVERY (1994)
 OJ0303
 OJ0303'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0251 ***********************************************************************
 OJ0251  DESIGNATION -  M 101
 OJ0251  PID         -  OJ0251
 OJ0251  STATE/COUNTY-  MI/TUSCOLA
 OJ0251  USGS QUAD   -  CASS CITY (1963)
 OJ0251
 OJ0251                         *CURRENT SURVEY CONTROL
 OJ0251  ___________________________________________________________________
 OJ0251* NAD 83(1986)-  43 35 04.     (N)    083 10 45.     (W)     SCALED    
 OJ0251* NAVD 88     -       218.607  (meters)     717.21   (feet)  ADJUSTED  
 OJ0251  ___________________________________________________________________
 OJ0251  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 OJ0251  DYNAMIC HT  -         218.566 (meters)     717.08  (feet)  COMP
 OJ0251  MODELED GRAV-     980,429.4   (mgal)                       NAVD 88
 OJ0251
 OJ0251  VERT ORDER  -  SECOND    CLASS 0
 OJ0251
 OJ0251.The horizontal coordinates were scaled from a topographic map and have
 OJ0251.an estimated accuracy of +/- 6 seconds.
 OJ0251
 OJ0251.The orthometric height was determined by differential leveling
 OJ0251.and adjusted by the National Geodetic Survey in June 1991..
 OJ0251
 OJ0251.The geoid height was determined by GEOID03.
 OJ0251
 OJ0251.The dynamic height is computed by dividing the NAVD 88
 OJ0251.geopotential number by the normal gravity value computed on the
 OJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0251.degrees latitude (g = 980.6199 gals.).
 OJ0251
 OJ0251.The modeled gravity was interpolated from observed gravity values.
 OJ0251
 OJ0251;                    North         East    Units  Estimated Accuracy
 OJ0251;SPC MI S     -   232,220.    4,095,900.      MT  (+/- 180 meters Scaled)
 OJ0251
 OJ0251                          SUPERSEDED SURVEY CONTROL
 OJ0251
 OJ0251  NGVD 29 (??/??/92)  218.742  (m)          717.66   (f) ADJ UNCH    2 0
 OJ0251
 OJ0251.Superseded values are not recommended for survey control.
 OJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0251.See file dsdata.txt to determine how the superseded data were derived.
 OJ0251
 OJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ240280(NAD 83)
 OJ0251_MARKER: DB = BENCH MARK DISK
 OJ0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0251_STAMPING: M 101 1934
 OJ0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0251+STABILITY: SURFACE MOTION
 OJ0251
 OJ0251  HISTORY     - Date     Condition        Report By
 OJ0251  HISTORY     - 1934     MONUMENTED       CGS
 OJ0251  HISTORY     - 1935     GOOD             NGS
 OJ0251  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0251
 OJ0251                          STATION DESCRIPTION
 OJ0251
 OJ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 OJ0251'0.7 MI S FROM CASS CITY.
 OJ0251'0.7 MILE SOUTH ALONG THE GRAND TRUNK RAILWAY FROM THE STATION
 OJ0251'AT CASS CITY, AT STEEL BRIDGE 73.61 OVER CASS RIVER, IN THE TOP
 OJ0251'OF THE SOUTHEAST CORNER OF THE CONCRETE BACK WALL, 5.5 FEET EAST
 OJ0251'OF THE EAST RAIL, AND 2 FEET LOWER THAN THE TOP OF RAIL.  A
 OJ0251'STANDARD DISK, STAMPED M 101 1934 AND SET IN THE TOP OF A
 OJ0251'CONCRETE POST.
 OJ0251
 OJ0251                          STATION RECOVERY (1999)
 OJ0251
 OJ0251'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0061 ***********************************************************************
 OK0061  DESIGNATION -  M 103
 OK0061  PID         -  OK0061
 OK0061  STATE/COUNTY-  MI/SHIAWASSEE
 OK0061  USGS QUAD   -  OVID EAST (1974)
 OK0061
 OK0061                         *CURRENT SURVEY CONTROL
 OK0061  ___________________________________________________________________
 OK0061* NAD 83(1986)-  43 03 37.     (N)    084 18 18.     (W)     SCALED    
 OK0061* NAVD 88     -       230.446  (meters)     756.05   (feet)  ADJUSTED  
 OK0061  ___________________________________________________________________
 OK0061  GEOID HEIGHT-         -33.01  (meters)                     GEOID03
 OK0061  DYNAMIC HT  -         230.397 (meters)     755.89  (feet)  COMP
 OK0061  MODELED GRAV-     980,399.7   (mgal)                       NAVD 88
 OK0061
 OK0061  VERT ORDER  -  SECOND    CLASS 0
 OK0061
 OK0061.The horizontal coordinates were scaled from a topographic map and have
 OK0061.an estimated accuracy of +/- 6 seconds.
 OK0061
 OK0061.The orthometric height was determined by differential leveling
 OK0061.and adjusted by the National Geodetic Survey in June 1991..
 OK0061
 OK0061.The geoid height was determined by GEOID03.
 OK0061
 OK0061.The dynamic height is computed by dividing the NAVD 88
 OK0061.geopotential number by the normal gravity value computed on the
 OK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0061.degrees latitude (g = 980.6199 gals.).
 OK0061
 OK0061.The modeled gravity was interpolated from observed gravity values.
 OK0061
 OK0061;                    North         East    Units  Estimated Accuracy
 OK0061;SPC MI S     -   173,310.    4,005,020.      MT  (+/- 180 meters Scaled)
 OK0061
 OK0061                          SUPERSEDED SURVEY CONTROL
 OK0061
 OK0061  NGVD 29 (??/??/92)  230.594  (m)          756.54   (f) ADJ UNCH    2 0
 OK0061
 OK0061.Superseded values are not recommended for survey control.
 OK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0061.See file dsdata.txt to determine how the superseded data were derived.
 OK0061
 OK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN194710(NAD 83)
 OK0061_MARKER: DB = BENCH MARK DISK
 OK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0061_STAMPING: M 103 1934
 OK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0061+STABILITY: SURFACE MOTION
 OK0061
 OK0061  HISTORY     - Date     Condition        Report By
 OK0061  HISTORY     - 1934     MONUMENTED       CGS
 OK0061  HISTORY     - 20010806 MARK NOT FOUND   NGS
 OK0061  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OK0061
 OK0061                          STATION DESCRIPTION
 OK0061
 OK0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0061'AT CARLAND.
 OK0061'AT CARLAND, SHIAWASSEE COUNTY, ON THE ANN ARBOR RAILROAD, 25
 OK0061'RAILS NORTHWEST OF THE E.C. SMITH GRAINERY, 12 RAILS WEST OF A
 OK0061'ROAD CROSSING, 10 YARDS WEST OF THE WEST RAIL, AND 1 FOOT
 OK0061'NORTH OF THE RIGHT-OF-WAY LINE.  A STANDARD DISK, STAMPED M
 OK0061'103 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0061
 OK0061                          STATION RECOVERY (2001)
 OK0061
 OK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0061
 OK0061                          STATION RECOVERY (2001)
 OK0061
 OK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0061'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0025 ***********************************************************************
 NF0025  DESIGNATION -  M 104
 NF0025  PID         -  NF0025
 NF0025  STATE/COUNTY-  MI/INGHAM
 NF0025  USGS QUAD   -  MILLVILLE (1973)
 NF0025
 NF0025                         *CURRENT SURVEY CONTROL
 NF0025  ___________________________________________________________________
 NF0025* NAD 83(1986)-  42 35 58.     (N)    084 09 35.     (W)     SCALED    
 NF0025* NAVD 88     -       276.723  (meters)     907.88   (feet)  ADJUSTED  
 NF0025  ___________________________________________________________________
 NF0025  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 NF0025  DYNAMIC HT  -         276.647 (meters)     907.63  (feet)  COMP
 NF0025  MODELED GRAV-     980,339.2   (mgal)                       NAVD 88
 NF0025
 NF0025  VERT ORDER  -  SECOND    CLASS 0
 NF0025
 NF0025.The horizontal coordinates were scaled from a topographic map and have
 NF0025.an estimated accuracy of +/- 6 seconds.
 NF0025
 NF0025.The orthometric height was determined by differential leveling
 NF0025.and adjusted by the National Geodetic Survey in June 1991..
 NF0025
 NF0025.The geoid height was determined by GEOID03.
 NF0025
 NF0025.The dynamic height is computed by dividing the NAVD 88
 NF0025.geopotential number by the normal gravity value computed on the
 NF0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0025.degrees latitude (g = 980.6199 gals.).
 NF0025
 NF0025.The modeled gravity was interpolated from observed gravity values.
 NF0025
 NF0025;                    North         East    Units  Estimated Accuracy
 NF0025;SPC MI S     -   122,140.    4,016,980.      MT  (+/- 180 meters Scaled)
 NF0025
 NF0025                          SUPERSEDED SURVEY CONTROL
 NF0025
 NF0025  NGVD 29 (??/??/92)  276.856  (m)          908.32   (f) ADJ UNCH    2 0
 NF0025
 NF0025.Superseded values are not recommended for survey control.
 NF0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0025.See file dsdata.txt to determine how the superseded data were derived.
 NF0025
 NF0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN330202(NAD 83)
 NF0025_MARKER: DB = BENCH MARK DISK
 NF0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0025_STAMPING: M 104 1934
 NF0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0025+STABILITY: SURFACE MOTION
 NF0025
 NF0025  HISTORY     - Date     Condition        Report By
 NF0025  HISTORY     - 1934     MONUMENTED       CGS
 NF0025  HISTORY     - 1973     POOR             USGS
 NF0025  HISTORY     - 1977     MARK NOT FOUND   NGS
 NF0025  HISTORY     - 20050923 MARK NOT FOUND   USPSQD
 NF0025
 NF0025                          STATION DESCRIPTION
 NF0025
 NF0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0025'12.2 MI W FROM HOWELL.
 NF0025'IN INGHAM COUNTY, 12.2 MILES WEST ALONG COUNTY HIGHWAY 428
 NF0025'FROM THE ANN ARBOR RAILROAD STATION AT HOWELL, LIVINGSTON
 NF0025'COUNTY, 35 YARDS WEST OF THE INTERSECTION OF A ROAD LEADING
 NF0025'NORTH ABOUT 20 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 NF0025'AND 6.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 NF0025'STAMPED M 104 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0025
 NF0025                          STATION RECOVERY (1973)
 NF0025
 NF0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 NF0025'MARK RECOVERED IN POOR CONDITION.
 NF0025
 NF0025                          STATION RECOVERY (1977)
 NF0025
 NF0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NF0025'MARK NOT FOUND.
 NF0025
 NF0025                          STATION RECOVERY (2005)
 NF0025
 NF0025'RECOVERY NOTE BY US POWER SQUADRON 2005 (BPV)
 NF0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0810 ***********************************************************************
 NE0810  DESIGNATION -  M 105
 NE0810  PID         -  NE0810
 NE0810  STATE/COUNTY-  MI/LIVINGSTON
 NE0810  USGS QUAD   -  BRIGHTON (1983)
 NE0810
 NE0810                         *CURRENT SURVEY CONTROL
 NE0810  ___________________________________________________________________
 NE0810* NAD 83(1986)-  42 32 09.     (N)    083 52 27.     (W)     SCALED    
 NE0810* NAVD 88     -       286.399  (meters)     939.63   (feet)  ADJUSTED  
 NE0810  ___________________________________________________________________
 NE0810  GEOID HEIGHT-         -33.20  (meters)                     GEOID03
 NE0810  DYNAMIC HT  -         286.324 (meters)     939.38  (feet)  COMP
 NE0810  MODELED GRAV-     980,349.0   (mgal)                       NAVD 88
 NE0810
 NE0810  VERT ORDER  -  SECOND    CLASS 0
 NE0810
 NE0810.The horizontal coordinates were scaled from a topographic map and have
 NE0810.an estimated accuracy of +/- 6 seconds.
 NE0810
 NE0810.The orthometric height was determined by differential leveling
 NE0810.and adjusted by the National Geodetic Survey in June 1991..
 NE0810
 NE0810.The geoid height was determined by GEOID03.
 NE0810
 NE0810.The dynamic height is computed by dividing the NAVD 88
 NE0810.geopotential number by the normal gravity value computed on the
 NE0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0810.degrees latitude (g = 980.6199 gals.).
 NE0810
 NE0810.The modeled gravity was interpolated from observed gravity values.
 NE0810
 NE0810;                    North         East    Units  Estimated Accuracy
 NE0810;SPC MI S     -   115,180.    4,040,460.      MT  (+/- 180 meters Scaled)
 NE0810
 NE0810                          SUPERSEDED SURVEY CONTROL
 NE0810
 NE0810  NGVD 29 (??/??/92)  286.527  (m)          940.05   (f) ADJ UNCH    2 0
 NE0810
 NE0810.Superseded values are not recommended for survey control.
 NE0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0810.See file dsdata.txt to determine how the superseded data were derived.
 NE0810
 NE0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH639132(NAD 83)
 NE0810_MARKER: DB = BENCH MARK DISK
 NE0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0810_STAMPING: M 105 1934
 NE0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0810+STABILITY: SURFACE MOTION
 NE0810
 NE0810  HISTORY     - Date     Condition        Report By
 NE0810  HISTORY     - 1934     MONUMENTED       CGS
 NE0810  HISTORY     - 1973     GOOD             MPS
 NE0810
 NE0810                          STATION DESCRIPTION
 NE0810
 NE0810'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0810'0.8 MI N FROM CHILSON.
 NE0810'0.8 MILE NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION AT
 NE0810'CHILSON, LIVINGSTON COUNTY, 0.2 MILE SOUTH OF MILEPOST 68, 28.2
 NE0810'FEET NORTHWEST OF THE INTERSECTION OF THE CENTERLINE OF A GRAVEL
 NE0810'ROAD AND THE WEST RAIL, 20.1 FEET WEST OF THE WEST RAIL, 7.3 FEET
 NE0810'EAST OF A FENCE CORNER, 3.6 FEET EAST OF A POLE, AND LEVEL WITH
 NE0810'THE TRACK.  A STANDARD DISK, STAMPED M 105 1934 AND SET IN THE
 NE0810'TOP OF A CONCRETE POST.
 NE0810
 NE0810                          STATION RECOVERY (1973)
 NE0810
 NE0810'RECOVERY NOTE BY MACNAMEE PORTER AND SEELEY 1973
 NE0810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0816 ***********************************************************************
 NE0816  DESIGNATION -  M 106
 NE0816  PID         -  NE0816
 NE0816  STATE/COUNTY-  MI/OAKLAND
 NE0816  USGS QUAD   -  MILFORD (1983)
 NE0816
 NE0816                         *CURRENT SURVEY CONTROL
 NE0816  ___________________________________________________________________
 NE0816* NAD 83(1986)-  42 31 32.     (N)    083 32 21.     (W)     SCALED    
 NE0816* NAVD 88     -       283.285  (meters)     929.41   (feet)  ADJUSTED  
 NE0816  ___________________________________________________________________
 NE0816  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NE0816  DYNAMIC HT  -         283.203 (meters)     929.14  (feet)  COMP
 NE0816  MODELED GRAV-     980,322.9   (mgal)                       NAVD 88
 NE0816
 NE0816  VERT ORDER  -  SECOND    CLASS 0
 NE0816
 NE0816.The horizontal coordinates were scaled from a topographic map and have
 NE0816.an estimated accuracy of +/- 6 seconds.
 NE0816
 NE0816.The orthometric height was determined by differential leveling
 NE0816.and adjusted by the National Geodetic Survey in June 1991..
 NE0816
 NE0816.The geoid height was determined by GEOID03.
 NE0816
 NE0816.The dynamic height is computed by dividing the NAVD 88
 NE0816.geopotential number by the normal gravity value computed on the
 NE0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0816.degrees latitude (g = 980.6199 gals.).
 NE0816
 NE0816.The modeled gravity was interpolated from observed gravity values.
 NE0816
 NE0816;                    North         East    Units  Estimated Accuracy
 NE0816;SPC MI S     -   114,250.    4,067,990.      MT  (+/- 180 meters Scaled)
 NE0816
 NE0816                          SUPERSEDED SURVEY CONTROL
 NE0816
 NE0816  NGVD 29 (??/??/92)  283.408  (m)          929.81   (f) ADJ UNCH    2 0
 NE0816
 NE0816.Superseded values are not recommended for survey control.
 NE0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0816.See file dsdata.txt to determine how the superseded data were derived.
 NE0816
 NE0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH914112(NAD 83)
 NE0816_MARKER: DB = BENCH MARK DISK
 NE0816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0816_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0816_STAMPING: M 106 1934
 NE0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0816+STABILITY: SURFACE MOTION
 NE0816
 NE0816  HISTORY     - Date     Condition        Report By
 NE0816  HISTORY     - 1934     MONUMENTED       CGS
 NE0816  HISTORY     - 1938     GOOD             NGS
 NE0816  HISTORY     - 20060320 MARK NOT FOUND   INDIV
 NE0816
 NE0816                          STATION DESCRIPTION
 NE0816
 NE0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 NE0816'AT WIXOM.
 NE0816'AT WIXOM, OAKLAND COUNTY, 90 YARDS WEST OF THE WEST CORNER OF THE
 NE0816'GRAND TRUNK WESTERN RAILWAY STATION, 70 YARDS WEST OF THE
 NE0816'INTERSECTION OF THE PERE MARQUETTE RAILWAY (NOW CHESAPEAKE AND
 NE0816'OHIO RAILWAY), 55 YARDS EAST OF THE WEST SWITCH OF A SIDING, AND
 NE0816'6.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD
 NE0816'DISK, STAMPED M 106 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0816
 NE0816                          STATION RECOVERY (2006)
 NE0816
 NE0816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JCK)
 NE0816'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0292 ***********************************************************************
 NE0292  DESIGNATION -  M 107
 NE0292  PID         -  NE0292
 NE0292  STATE/COUNTY-  MI/MACOMB
 NE0292  USGS QUAD   -  RICHMOND (1991)
 NE0292
 NE0292                         *CURRENT SURVEY CONTROL
 NE0292  ___________________________________________________________________
 NE0292* NAD 83(1986)-  42 49 52.     (N)    082 50 43.     (W)     SCALED    
 NE0292* NAVD 88     -       217.000  (meters)     711.94   (feet)  ADJUSTED  
 NE0292  ___________________________________________________________________
 NE0292  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0292  DYNAMIC HT  -         216.937 (meters)     711.73  (feet)  COMP
 NE0292  MODELED GRAV-     980,325.8   (mgal)                       NAVD 88
 NE0292
 NE0292  VERT ORDER  -  SECOND    CLASS 0
 NE0292
 NE0292.The horizontal coordinates were scaled from a topographic map and have
 NE0292.an estimated accuracy of +/- 6 seconds.
 NE0292
 NE0292.The orthometric height was determined by differential leveling
 NE0292.and adjusted by the National Geodetic Survey in June 1991..
 NE0292
 NE0292.The geoid height was determined by GEOID03.
 NE0292
 NE0292.The dynamic height is computed by dividing the NAVD 88
 NE0292.geopotential number by the normal gravity value computed on the
 NE0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0292.degrees latitude (g = 980.6199 gals.).
 NE0292
 NE0292.The modeled gravity was interpolated from observed gravity values.
 NE0292
 NE0292;                    North         East    Units  Estimated Accuracy
 NE0292;SPC MI S     -   148,980.    4,124,380.      MT  (+/- 180 meters Scaled)
 NE0292
 NE0292                          SUPERSEDED SURVEY CONTROL
 NE0292
 NE0292  NGVD 29 (??/??/92)  217.131  (m)          712.37   (f) ADJ UNCH    2 0
 NE0292
 NE0292.Superseded values are not recommended for survey control.
 NE0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0292.See file dsdata.txt to determine how the superseded data were derived.
 NE0292
 NE0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH491437(NAD 83)
 NE0292_MARKER: DB = BENCH MARK DISK
 NE0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0292_STAMPING: M 107 1934
 NE0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0292+STABILITY: SURFACE MOTION
 NE0292
 NE0292  HISTORY     - Date     Condition        Report By
 NE0292  HISTORY     - 1934     MONUMENTED       CGS
 NE0292  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0292
 NE0292                          STATION DESCRIPTION
 NE0292
 NE0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NE0292'2 MI E FROM ARMADA.
 NE0292'2.0 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILWAY FROM THE
 NE0292'STATION AT ARMADA, MACOMB COUNTY, 53 YARDS EAST OF THE EAST END OF
 NE0292'BRIDGE 5.33, AT A GRAVEL-ROAD CROSSING, 30 FEET EAST OF THE
 NE0292'CENTERLINE OF THE ROAD, 19 FEET SOUTH OF THE SOUTH RAIL, 18
 NE0292'FEET EAST OF A CROSSING SIGNPOST, 5 FEET WEST OF A WOODEN
 NE0292'FENCE, AND ABOUT LEVEL WITH THE TOP OF THE RAIL.  A STANDARD
 NE0292'DISK, STAMPED M 107 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NE0292
 NE0292                          STATION RECOVERY (1988)
 NE0292
 NE0292'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0668 ***********************************************************************
 NE0668  DESIGNATION -  M 108
 NE0668  PID         -  NE0668
 NE0668  STATE/COUNTY-  MI/MONROE
 NE0668  USGS QUAD   -  MILAN (1973)
 NE0668
 NE0668                         *CURRENT SURVEY CONTROL
 NE0668  ___________________________________________________________________
 NE0668* NAD 83(1986)-  42 03 44.     (N)    083 42 34.     (W)     SCALED    
 NE0668* NAVD 88     -       212.221  (meters)     696.26   (feet)  ADJUSTED  
 NE0668  ___________________________________________________________________
 NE0668  GEOID HEIGHT-         -34.70  (meters)                     GEOID03
 NE0668  DYNAMIC HT  -         212.146 (meters)     696.02  (feet)  COMP
 NE0668  MODELED GRAV-     980,267.5   (mgal)                       NAVD 88
 NE0668
 NE0668  VERT ORDER  -  SECOND    CLASS 0
 NE0668
 NE0668.The horizontal coordinates were scaled from a topographic map and have
 NE0668.an estimated accuracy of +/- 6 seconds.
 NE0668
 NE0668.The orthometric height was determined by differential leveling
 NE0668.and adjusted by the National Geodetic Survey in June 1991..
 NE0668
 NE0668.The geoid height was determined by GEOID03.
 NE0668
 NE0668.The dynamic height is computed by dividing the NAVD 88
 NE0668.geopotential number by the normal gravity value computed on the
 NE0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0668.degrees latitude (g = 980.6199 gals.).
 NE0668
 NE0668.The modeled gravity was interpolated from observed gravity values.
 NE0668
 NE0668;                    North         East    Units  Estimated Accuracy
 NE0668;SPC MI S     -    62,660.    4,054,400.      MT  (+/- 180 meters Scaled)
 NE0668
 NE0668                          SUPERSEDED SURVEY CONTROL
 NE0668
 NE0668  NGVD 29 (??/??/92)  212.358  (m)          696.71   (f) ADJ UNCH    2 0
 NE0668
 NE0668.Superseded values are not recommended for survey control.
 NE0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0668.See file dsdata.txt to determine how the superseded data were derived.
 NE0668
 NE0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG758602(NAD 83)
 NE0668_MARKER: DB = BENCH MARK DISK
 NE0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0668_STAMPING: M 108 1934
 NE0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0668+STABILITY: SURFACE MOTION
 NE0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0668+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 NE0668
 NE0668  HISTORY     - Date     Condition        Report By
 NE0668  HISTORY     - 1934     MONUMENTED       CGS
 NE0668  HISTORY     - 1959     MARK NOT FOUND   NGS
 NE0668  HISTORY     - 20040719 GOOD             MIDH
 NE0668
 NE0668                          STATION DESCRIPTION
 NE0668
 NE0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 NE0668'1.5 MI W FROM MILAN.
 NE0668'IN MONROE COUNTY, 1.5 MILES WEST ALONG THE WABASH RAILWAY FROM
 NE0668'THE STATION AT MILAN, WASHTENAW COUNTY, 143 YARDS NORTH OF
 NE0668'MILEPOST C 233-D 39, 110 YARDS SOUTHWEST OF THE SOUTHWEST
 NE0668'END OF BRIDGE 802, 47.4 FEET NORTHWEST OF THE CROSSING OF THE
 NE0668'WEST RAIL AND THE CENTERLINE OF A GRAVEL ROAD, 55 FEET NORTH OF
 NE0668'THE CENTERLINE OF THE ROAD, 44 FEET WEST OF THE WEST RAIL, 9.2
 NE0668'FEET NORTHWEST OF A POLE, 2.7 FEET EAST OF A WIRE FENCE, AND 3
 NE0668'FEET LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 NE0668'M 108 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE
 NE0668'BENCH MARK IS SOUTHWEST OF MILAN, NORTHEAST OF THE MILEPOST,
 NE0668'NORTH OF THE ROAD CROSSING, NORTHWEST OF THE NORTHWEST RAIL,
 NE0668'NORTH OF THE POLE, AND SOUTHEAST OF THE FENCE.  THE ROAD IS
 NE0668'SHERMAN ROAD.
 NE0668
 NE0668                          STATION RECOVERY (2004)
 NE0668
 NE0668'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 2004
 NE0668'NEW MEASUREMENTS FOLLOWS, 14.0 METERS NW FROM THE WESTERLY RAIL, 14.7
 NE0668'METERS ESE FROM A 8 INCH DIAMETER FIR TREE ON THE WEST SIDE OF GRAVEL
 NE0668'DRIVE TO HOUSE NUMBER 17724, 24.1 METERS SOUTH OF A 8 INCH DIAMETER
 NE0668'APPLE TREE ESE OF HOUSE NUMBER 17724 AND 19.6 METERS SW FROM A UTILITY
 NE0668'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0157 ***********************************************************************
 NF0157  DESIGNATION -  M 109
 NF0157  PID         -  NF0157
 NF0157  STATE/COUNTY-  MI/LENAWEE
 NF0157  USGS QUAD   -  CEMENT CITY (1971)
 NF0157
 NF0157                         *CURRENT SURVEY CONTROL
 NF0157  ___________________________________________________________________
 NF0157* NAD 83(1986)-  42 03 41.     (N)    084 19 48.     (W)     SCALED    
 NF0157* NAVD 88     -       313.588  (meters)    1028.83   (feet)  ADJUSTED  
 NF0157  ___________________________________________________________________
 NF0157  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 NF0157  DYNAMIC HT  -         313.469 (meters)    1028.44  (feet)  COMP
 NF0157  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 NF0157
 NF0157  VERT ORDER  -  SECOND    CLASS 0
 NF0157
 NF0157.The horizontal coordinates were scaled from a topographic map and have
 NF0157.an estimated accuracy of +/- 6 seconds.
 NF0157
 NF0157.The orthometric height was determined by differential leveling
 NF0157.and adjusted by the National Geodetic Survey in June 1991..
 NF0157
 NF0157.The geoid height was determined by GEOID03.
 NF0157
 NF0157.The dynamic height is computed by dividing the NAVD 88
 NF0157.geopotential number by the normal gravity value computed on the
 NF0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0157.degrees latitude (g = 980.6199 gals.).
 NF0157
 NF0157.The modeled gravity was interpolated from observed gravity values.
 NF0157
 NF0157;                    North         East    Units  Estimated Accuracy
 NF0157;SPC MI S     -    62,360.    4,003,040.      MT  (+/- 180 meters Scaled)
 NF0157
 NF0157                          SUPERSEDED SURVEY CONTROL
 NF0157
 NF0157  NGVD 29 (??/??/92)  313.704  (m)         1029.21   (f) ADJ UNCH    2 0
 NF0157
 NF0157.Superseded values are not recommended for survey control.
 NF0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0157.See file dsdata.txt to determine how the superseded data were derived.
 NF0157
 NF0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM209600(NAD 83)
 NF0157_MARKER: DB = BENCH MARK DISK
 NF0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0157_STAMPING: M 109 1934
 NF0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0157+STABILITY: SURFACE MOTION
 NF0157
 NF0157  HISTORY     - Date     Condition        Report By
 NF0157  HISTORY     - 1934     MONUMENTED       CGS
 NF0157  HISTORY     - 1971     MARK NOT FOUND   USGS
 NF0157
 NF0157                          STATION DESCRIPTION
 NF0157
 NF0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0157'0.6 MI S FROM CEMENT CITY.
 NF0157'0.6 MILES SOUTH ALONG THE CINCINNATI NORTHERN RAILROAD FROM
 NF0157'THE STATION AT CEMENT CITY, LENAWEE COUNTY, 250 YARDS EAST OF
 NF0157'THE PENINSULA PLANT OF THE CONSOLIDATED CEMENT CO., 27.4 FEET
 NF0157'EAST OF THE EAST RAIL, 18.6 FEET NORTHEAST OF POLE 13+35, 2.6
 NF0157'FEET WEST OF THE WIRE FENCE, AND 1/2 FOOT LOWER THAN THE TRACK.
 NF0157'A STANDARD DISK, STAMPED M 109 1934 AND SET IN THE TOP OF A
 NF0157'CONCRETE POST.
 NF0157
 NF0157                          STATION RECOVERY (1971)
 NF0157
 NF0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 NF0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0226 ***********************************************************************
 NF0226  DESIGNATION -  M 11
 NF0226  PID         -  NF0226
 NF0226  STATE/COUNTY-  MI/JACKSON
 NF0226  USGS QUAD   -  PARMA (1981)
 NF0226
 NF0226                         *CURRENT SURVEY CONTROL
 NF0226  ___________________________________________________________________
 NF0226* NAD 83(1986)-  42 15 34.     (N)    084 34 18.     (W)     SCALED    
 NF0226* NAVD 88     -       300.023  (meters)     984.33   (feet)  ADJUSTED  
 NF0226  ___________________________________________________________________
 NF0226  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 NF0226  DYNAMIC HT  -         299.916 (meters)     983.97  (feet)  COMP
 NF0226  MODELED GRAV-     980,258.8   (mgal)                       NAVD 88
 NF0226
 NF0226  VERT ORDER  -  FIRST     CLASS II
 NF0226
 NF0226.The horizontal coordinates were scaled from a topographic map and have
 NF0226.an estimated accuracy of +/- 6 seconds.
 NF0226
 NF0226.The orthometric height was determined by differential leveling
 NF0226.and adjusted by the National Geodetic Survey in June 1991..
 NF0226
 NF0226.The geoid height was determined by GEOID03.
 NF0226
 NF0226.The dynamic height is computed by dividing the NAVD 88
 NF0226.geopotential number by the normal gravity value computed on the
 NF0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0226.degrees latitude (g = 980.6199 gals.).
 NF0226
 NF0226.The modeled gravity was interpolated from observed gravity values.
 NF0226
 NF0226;                    North         East    Units  Estimated Accuracy
 NF0226;SPC MI S     -    84,380.    3,983,090.      MT  (+/- 180 meters Scaled)
 NF0226
 NF0226                          SUPERSEDED SURVEY CONTROL
 NF0226
 NF0226  NGVD 29 (??/??/92)  300.144  (m)          984.72   (f) ADJ UNCH    1 2
 NF0226
 NF0226.Superseded values are not recommended for survey control.
 NF0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0226.See file dsdata.txt to determine how the superseded data were derived.
 NF0226
 NF0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM002814(NAD 83)
 NF0226_MARKER: DB = BENCH MARK DISK
 NF0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0226+STABILITY: SURFACE MOTION
 NF0226
 NF0226  HISTORY     - Date     Condition        Report By
 NF0226  HISTORY     - UNK      MONUMENTED       CGS
 NF0226  HISTORY     - 1958     MARK NOT FOUND   NGS
 NF0226
 NF0226                          STATION DESCRIPTION
 NF0226
 NF0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 NF0226'1.7 MI E FROM PARMA.
 NF0226'1.7 MILES EAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NF0226'STATION AT PARMA, JACKSON COUNTY, AT A DIRT-ROAD CROSSING,
 NF0226'50 FEET EAST OF A 30-INCH OAK TREE, AND AT THE NORTHEAST FENCE
 NF0226'CORNER.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0379 ***********************************************************************
 NF0379  DESIGNATION -  M 110
 NF0379  PID         -  NF0379
 NF0379  STATE/COUNTY-  MI/IONIA
 NF0379  USGS QUAD   -  IONIA (1978)
 NF0379
 NF0379                         *CURRENT SURVEY CONTROL
 NF0379  ___________________________________________________________________
 NF0379* NAD 83(1986)-  42 58 54.     (N)    085 03 50.     (W)     SCALED    
 NF0379* NAVD 88     -       196.399  (meters)     644.35   (feet)  ADJUSTED  
 NF0379  ___________________________________________________________________
 NF0379  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF0379  DYNAMIC HT  -         196.348 (meters)     644.19  (feet)  COMP
 NF0379  MODELED GRAV-     980,356.5   (mgal)                       NAVD 88
 NF0379
 NF0379  VERT ORDER  -  SECOND    CLASS 0
 NF0379
 NF0379.The horizontal coordinates were scaled from a topographic map and have
 NF0379.an estimated accuracy of +/- 6 seconds.
 NF0379
 NF0379.The orthometric height was determined by differential leveling
 NF0379.and adjusted by the National Geodetic Survey in June 1991..
 NF0379
 NF0379.The geoid height was determined by GEOID03.
 NF0379
 NF0379.The dynamic height is computed by dividing the NAVD 88
 NF0379.geopotential number by the normal gravity value computed on the
 NF0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0379.degrees latitude (g = 980.6199 gals.).
 NF0379
 NF0379.The modeled gravity was interpolated from observed gravity values.
 NF0379
 NF0379;                    North         East    Units  Estimated Accuracy
 NF0379;SPC MI S     -   164,820.    3,943,140.      MT  (+/- 180 meters Scaled)
 NF0379
 NF0379                          SUPERSEDED SURVEY CONTROL
 NF0379
 NF0379  NGVD 29 (??/??/92)  196.534  (m)          644.80   (f) ADJ UNCH    2 0
 NF0379
 NF0379.Superseded values are not recommended for survey control.
 NF0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0379.See file dsdata.txt to determine how the superseded data were derived.
 NF0379
 NF0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN578605(NAD 83)
 NF0379_MARKER: DB = BENCH MARK DISK
 NF0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0379_STAMPING: M 110 1934
 NF0379_PROJECTION: FLUSH
 NF0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0379+STABILITY: SURFACE MOTION
 NF0379
 NF0379  HISTORY     - Date     Condition        Report By
 NF0379  HISTORY     - 1934     MONUMENTED       CGS
 NF0379  HISTORY     - 1944     GOOD             NGS
 NF0379  HISTORY     - 1975     MARK NOT FOUND   USGS
 NF0379  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0379
 NF0379                          STATION DESCRIPTION
 NF0379
 NF0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 NF0379'AT IONIA.
 NF0379'AT IONIA, IONIA COUNTY, AT THE LAWN OF THE GRAND TRUNK WESTERN
 NF0379'RAILWAY STATION 7.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 NF0379'STEP AT THE NORTH ENTRANCE, 7.3 FEET NORTHEAST OF THE NORTHEAST
 NF0379'CORNER OF THE NORTH ENTRANCE VESTIBULE, AND 6.7 FEET EAST OF THE
 NF0379'EAST EDGE OF THE CONCRETE WALK LEADING TO THE MAIN ENTRANCE.
 NF0379'A STANDARD DISK, STAMPED M 110 1934 AND SET IN THE TOP OF A CONCRETE
 NF0379'POST PROJECTING 5 INCHES ABOVE GROUND.
 NF0379
 NF0379                          STATION RECOVERY (1975)
 NF0379
 NF0379'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 NF0379'MARK NOT FOUND.
 NF0379
 NF0379                          STATION RECOVERY (1992)
 NF0379
 NF0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0379'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
 NF0379'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0189 ***********************************************************************
 NF0189  DESIGNATION -  M 111
 NF0189  PID         -  NF0189
 NF0189  STATE/COUNTY-  MI/CALHOUN
 NF0189  USGS QUAD   -  MARSHALL (1980)
 NF0189
 NF0189                         *CURRENT SURVEY CONTROL
 NF0189  ___________________________________________________________________
 NF0189* NAD 83(1986)-  42 16 21.     (N)    084 57 17.     (W)     SCALED    
 NF0189* NAVD 88     -       277.822  (meters)     911.49   (feet)  ADJUSTED  
 NF0189  ___________________________________________________________________
 NF0189  GEOID HEIGHT-         -33.68  (meters)                     GEOID03
 NF0189  DYNAMIC HT  -         277.728 (meters)     911.18  (feet)  COMP
 NF0189  MODELED GRAV-     980,278.3   (mgal)                       NAVD 88
 NF0189
 NF0189  VERT ORDER  -  SECOND    CLASS 0
 NF0189
 NF0189.The horizontal coordinates were scaled from a topographic map and have
 NF0189.an estimated accuracy of +/- 6 seconds.
 NF0189
 NF0189.The orthometric height was determined by differential leveling
 NF0189.and adjusted by the National Geodetic Survey in June 1991..
 NF0189
 NF0189.The geoid height was determined by GEOID03.
 NF0189
 NF0189.The dynamic height is computed by dividing the NAVD 88
 NF0189.geopotential number by the normal gravity value computed on the
 NF0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0189.degrees latitude (g = 980.6199 gals.).
 NF0189
 NF0189.The modeled gravity was interpolated from observed gravity values.
 NF0189
 NF0189;                    North         East    Units  Estimated Accuracy
 NF0189;SPC MI S     -    85,980.    3,951,490.      MT  (+/- 180 meters Scaled)
 NF0189
 NF0189                          SUPERSEDED SURVEY CONTROL
 NF0189
 NF0189  NGVD 29 (??/??/92)  277.956  (m)          911.93   (f) ADJ UNCH    2 0
 NF0189
 NF0189.Superseded values are not recommended for survey control.
 NF0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0189.See file dsdata.txt to determine how the superseded data were derived.
 NF0189
 NF0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM686820(NAD 83)
 NF0189_MARKER: DB = BENCH MARK DISK
 NF0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0189_STAMPING: M 111 1934
 NF0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0189+STABILITY: SURFACE MOTION
 NF0189
 NF0189  HISTORY     - Date     Condition        Report By
 NF0189  HISTORY     - 1934     MONUMENTED       CGS
 NF0189  HISTORY     - 1939     GOOD             NGS
 NF0189  HISTORY     - 1985     MARK NOT FOUND   NGS
 NF0189  HISTORY     - 20011128 MARK NOT FOUND   NGS
 NF0189
 NF0189                          STATION DESCRIPTION
 NF0189
 NF0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 NF0189'AT MARSHALL.
 NF0189'AT MARSHALL, CALHOUN COUNTY, ON MARSHALL AVENUE, 29.4 FEET WEST
 NF0189'OF THE NORTHWEST CORNER OF THE G.A.R. BUILDING, 11.8 FEET SOUTH
 NF0189'OF THE SOUTH FACE OF THE BASE OF THE MEMORIAL CANNON, 14.3 FEET
 NF0189'EAST OF THE EAST CURB OF THE STREET, AND 17.7 FEET SOUTHWEST
 NF0189'OF A 20-INCH MAPLE TREE.  A STANDARD DISK, STAMPED M 111 1934
 NF0189'AND SET IN THE TOP OF A CONCRETE POST.
 NF0189
 NF0189                          STATION RECOVERY (1985)
 NF0189
 NF0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 NF0189'MARK WAS REPORTED DESTROYED DUE TO BROKEN WATER LINE REPAIRS, THE DISK
 NF0189'WAS NOT RECOVERED.
 NF0189
 NF0189                          STATION RECOVERY (2001)
 NF0189
 NF0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0189'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1331 ***********************************************************************
 MD1331  DESIGNATION -  M 112
 MD1331  PID         -  MD1331
 MD1331  STATE/COUNTY-  MI/ST JOSEPH
 MD1331  USGS QUAD   -  CONSTANTINE (1972)
 MD1331
 MD1331                         *CURRENT SURVEY CONTROL
 MD1331  ___________________________________________________________________
 MD1331* NAD 83(1986)-  41 47 21.     (N)    085 38 51.     (W)     SCALED    
 MD1331* NAVD 88     -       249.519  (meters)     818.63   (feet)  ADJUSTED  
 MD1331  ___________________________________________________________________
 MD1331  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 MD1331  DYNAMIC HT  -         249.429 (meters)     818.34  (feet)  COMP
 MD1331  MODELED GRAV-     980,256.1   (mgal)                       NAVD 88
 MD1331
 MD1331  VERT ORDER  -  SECOND    CLASS 0
 MD1331
 MD1331.The horizontal coordinates were scaled from a topographic map and have
 MD1331.an estimated accuracy of +/- 6 seconds.
 MD1331
 MD1331.The orthometric height was determined by differential leveling
 MD1331.and adjusted by the National Geodetic Survey in June 1991..
 MD1331
 MD1331.The geoid height was determined by GEOID03.
 MD1331
 MD1331.The dynamic height is computed by dividing the NAVD 88
 MD1331.geopotential number by the normal gravity value computed on the
 MD1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1331.degrees latitude (g = 980.6199 gals.).
 MD1331
 MD1331.The modeled gravity was interpolated from observed gravity values.
 MD1331
 MD1331;                    North         East    Units  Estimated Accuracy
 MD1331;SPC MI S     -    32,930.    3,893,530.      MT  (+/- 180 meters Scaled)
 MD1331
 MD1331                          SUPERSEDED SURVEY CONTROL
 MD1331
 MD1331  NGVD 29 (??/??/92)  249.655  (m)          819.08   (f) ADJ UNCH    2 0
 MD1331
 MD1331.Superseded values are not recommended for survey control.
 MD1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1331.See file dsdata.txt to determine how the superseded data were derived.
 MD1331
 MD1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM123272(NAD 83)
 MD1331_MARKER: DB = BENCH MARK DISK
 MD1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1331_STAMPING: M 112 1934
 MD1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1331+STABILITY: SURFACE MOTION
 MD1331
 MD1331  HISTORY     - Date     Condition        Report By
 MD1331  HISTORY     - 1934     MONUMENTED       CGS
 MD1331  HISTORY     - 1975     MARK NOT FOUND   MIDH
 MD1331  HISTORY     - 19930106 MARK NOT FOUND   NGS
 MD1331
 MD1331                          STATION DESCRIPTION
 MD1331
 MD1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD1331'AT WHITE PIGEON.
 MD1331'AT WHITE PIGEON, ST. JOSEPH COUNTY, ON THE NEW YORK CENTRAL
 MD1331'RAILROAD, 10 YARDS EAST OF THE NORTHEAST CORNER OF THE STATION, 7
 MD1331'YARDS NORTHWEST OF THE CIVIL WAR MEMORIAL BOULDER, 6.1 FEET
 MD1331'SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE AROUND A SMALL
 MD1331'PARK, AND 17 YARDS NORTH OF THE NORTH RAIL OF THE NORTH TRACK.
 MD1331'A STANDARD DISK, STAMPED M 112 1934 AND SET IN THE TOP OF A
 MD1331'CONCRETE POST.
 MD1331
 MD1331                          STATION RECOVERY (1975)
 MD1331
 MD1331'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975
 MD1331'MARK NOT FOUND.
 MD1331
 MD1331                          STATION RECOVERY (1993)
 MD1331
 MD1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RHK)
 MD1331'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0574 ***********************************************************************
 MD0574  DESIGNATION -  M 113
 MD0574  PID         -  MD0574
 MD0574  STATE/COUNTY-  MI/HILLSDALE
 MD0574  USGS QUAD   -  HILLSDALE (1979)
 MD0574
 MD0574                         *CURRENT SURVEY CONTROL
 MD0574  ___________________________________________________________________
 MD0574* NAD 83(1986)-  41 58 45.     (N)    084 43 44.     (W)     SCALED    
 MD0574* NAVD 88     -       330.096  (meters)    1082.99   (feet)  ADJUSTED  
 MD0574  ___________________________________________________________________
 MD0574  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 MD0574  DYNAMIC HT  -         329.973 (meters)    1082.59  (feet)  COMP
 MD0574  MODELED GRAV-     980,240.7   (mgal)                       NAVD 88
 MD0574
 MD0574  VERT ORDER  -  SECOND    CLASS 0
 MD0574
 MD0574.The horizontal coordinates were scaled from a topographic map and have
 MD0574.an estimated accuracy of +/- 6 seconds.
 MD0574
 MD0574.The orthometric height was determined by differential leveling
 MD0574.and adjusted by the National Geodetic Survey in June 1991..
 MD0574
 MD0574.The geoid height was determined by GEOID03.
 MD0574
 MD0574.The dynamic height is computed by dividing the NAVD 88
 MD0574.geopotential number by the normal gravity value computed on the
 MD0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0574.degrees latitude (g = 980.6199 gals.).
 MD0574
 MD0574.The modeled gravity was interpolated from observed gravity values.
 MD0574
 MD0574;                    North         East    Units  Estimated Accuracy
 MD0574;SPC MI S     -    53,290.    3,969,980.      MT  (+/- 180 meters Scaled)
 MD0574
 MD0574                          SUPERSEDED SURVEY CONTROL
 MD0574
 MD0574  NGVD 29 (??/??/92)  330.208  (m)         1083.36   (f) ADJ UNCH    2 0
 MD0574
 MD0574.Superseded values are not recommended for survey control.
 MD0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0574.See file dsdata.txt to determine how the superseded data were derived.
 MD0574
 MD0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM881499(NAD 83)
 MD0574_MARKER: DB = BENCH MARK DISK
 MD0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD0574_STAMPING: M 113 1934
 MD0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD0574+STABILITY: SURFACE MOTION
 MD0574
 MD0574  HISTORY     - Date     Condition        Report By
 MD0574  HISTORY     - 1934     MONUMENTED       CGS
 MD0574  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MD0574
 MD0574                          STATION DESCRIPTION
 MD0574
 MD0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MD0574'3.2 MI W FROM JONESVILLE.
 MD0574'3.2 MILES WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM
 MD0574'JONESVILLE, HILLSDALE COUNTY, ABOUT 445 YARDS EAST OF MILEPOST
 MD0574'C 170, 66 YARDS WEST OF BRIDGE 71, AT A PRIVATE-ROAD CROSSING,
 MD0574'18 YARDS NORTHEAST OF THE CROSSING OF THE CENTERLINE OF THE ROAD
 MD0574'AND THE NORTH RAIL, 30 FEET NORTH OF THE NORTH RAIL, AND ABOUT
 MD0574'1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 MD0574'M 113 1934 AND SET IN THE TOP OF A CONCRETE POST.
 MD0574
 MD0574                          STATION RECOVERY (1988)
 MD0574
 MD0574'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 MD0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0774 ***********************************************************************
 MC0774  DESIGNATION -  M 114
 MC0774  PID         -  MC0774
 MC0774  STATE/COUNTY-  MI/LENAWEE
 MC0774  USGS QUAD   -  DEERFIELD (1972)
 MC0774
 MC0774                         *CURRENT SURVEY CONTROL
 MC0774  ___________________________________________________________________
 MC0774* NAD 83(1986)-  41 53 09.     (N)    083 47 37.     (W)     SCALED    
 MC0774* NAVD 88     -       207.951  (meters)     682.25   (feet)  ADJUSTED  
 MC0774  ___________________________________________________________________
 MC0774  GEOID HEIGHT-         -35.08  (meters)                     GEOID03
 MC0774  DYNAMIC HT  -         207.873 (meters)     682.00  (feet)  COMP
 MC0774  MODELED GRAV-     980,239.2   (mgal)                       NAVD 88
 MC0774
 MC0774  VERT ORDER  -  SECOND    CLASS 0
 MC0774
 MC0774.The horizontal coordinates were scaled from a topographic map and have
 MC0774.an estimated accuracy of +/- 6 seconds.
 MC0774
 MC0774.The orthometric height was determined by differential leveling
 MC0774.and adjusted by the National Geodetic Survey in June 1991..
 MC0774
 MC0774.The geoid height was determined by GEOID03.
 MC0774
 MC0774.The dynamic height is computed by dividing the NAVD 88
 MC0774.geopotential number by the normal gravity value computed on the
 MC0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0774.degrees latitude (g = 980.6199 gals.).
 MC0774
 MC0774.The modeled gravity was interpolated from observed gravity values.
 MC0774
 MC0774;                    North         East    Units  Estimated Accuracy
 MC0774;SPC MI S     -    43,020.    4,047,570.      MT  (+/- 180 meters Scaled)
 MC0774
 MC0774                          SUPERSEDED SURVEY CONTROL
 MC0774
 MC0774  NGVD 29 (??/??/92)  208.105  (m)          682.76   (f) ADJ UNCH    2 0
 MC0774
 MC0774.Superseded values are not recommended for survey control.
 MC0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0774.See file dsdata.txt to determine how the superseded data were derived.
 MC0774
 MC0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG682408(NAD 83)
 MC0774_MARKER: DB = BENCH MARK DISK
 MC0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0774_STAMPING: M 114 1934
 MC0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0774+STABILITY: SURFACE MOTION
 MC0774
 MC0774  HISTORY     - Date     Condition        Report By
 MC0774  HISTORY     - 1934     MONUMENTED       CGS
 MC0774  HISTORY     - 1966     MARK NOT FOUND   USGS
 MC0774  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 MC0774
 MC0774                          STATION DESCRIPTION
 MC0774
 MC0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MC0774'0.9 MI W FROM DEERFIELD.
 MC0774'0.9 MILE WEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE
 MC0774'STATION AT DEERFIELD, LENAWEE COUNTY, AT A ROAD CROSSING, 53
 MC0774'FEET SOUTHEAST OF THE INTERSECTION OF THE CENTERLINE OF THE ROAD
 MC0774'AND THE SOUTH RAIL, 28.1 FEET NORTHEAST OF A POWER-TRANSMISSION
 MC0774'LINE POLE, 46.6 FEET SOUTH OF THE SOUTH RAIL, 7.2 FEET NORTHEAST
 MC0774'OF THE CORNER GATEPOST OF A WIRE FENCE, AND ABOUT 3 FEET LOWER
 MC0774'THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 114 1934
 MC0774'AND SET IN THE TOP OF A CONCRETE POST.
 MC0774
 MC0774                          STATION RECOVERY (1966)
 MC0774
 MC0774'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 MC0774'MARK NOT FOUND.
 MC0774
 MC0774                          STATION RECOVERY (1988)
 MC0774
 MC0774'RECOVERY NOTE BY US POWER SQUADRON 1988 (DS)
 MC0774'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0541 ***********************************************************************
 NF0541  DESIGNATION -  M 116
 NF0541  PID         -  NF0541
 NF0541  STATE/COUNTY-  MI/KALAMAZOO
 NF0541  USGS QUAD   -  KALAMAZOO NE (1979)
 NF0541
 NF0541                         *CURRENT SURVEY CONTROL
 NF0541  ___________________________________________________________________
 NF0541* NAD 83(1986)-  42 23 01.     (N)    085 31 02.     (W)     SCALED    
 NF0541* NAVD 88     -       260.306  (meters)     854.02   (feet)  ADJUSTED  
 NF0541  ___________________________________________________________________
 NF0541  GEOID HEIGHT-         -33.15  (meters)                     GEOID03
 NF0541  DYNAMIC HT  -         260.227 (meters)     853.76  (feet)  COMP
 NF0541  MODELED GRAV-     980,309.6   (mgal)                       NAVD 88
 NF0541
 NF0541  VERT ORDER  -  SECOND    CLASS 0
 NF0541
 NF0541.The horizontal coordinates were scaled from a topographic map and have
 NF0541.an estimated accuracy of +/- 6 seconds.
 NF0541
 NF0541.The orthometric height was determined by differential leveling
 NF0541.and adjusted by the National Geodetic Survey in June 1991..
 NF0541
 NF0541.The geoid height was determined by GEOID03.
 NF0541
 NF0541.The dynamic height is computed by dividing the NAVD 88
 NF0541.geopotential number by the normal gravity value computed on the
 NF0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0541.degrees latitude (g = 980.6199 gals.).
 NF0541
 NF0541.The modeled gravity was interpolated from observed gravity values.
 NF0541
 NF0541;                    North         East    Units  Estimated Accuracy
 NF0541;SPC MI S     -    98,800.    3,905,260.      MT  (+/- 180 meters Scaled)
 NF0541
 NF0541                          SUPERSEDED SURVEY CONTROL
 NF0541
 NF0541  NGVD 29 (??/??/92)  260.433  (m)          854.44   (f) ADJ UNCH    2 0
 NF0541
 NF0541.Superseded values are not recommended for survey control.
 NF0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0541.See file dsdata.txt to determine how the superseded data were derived.
 NF0541
 NF0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM220934(NAD 83)
 NF0541_MARKER: DB = BENCH MARK DISK
 NF0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0541_STAMPING: 854.404 M 116 1934
 NF0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0541+STABILITY: SURFACE MOTION
 NF0541
 NF0541  HISTORY     - Date     Condition        Report By
 NF0541  HISTORY     - 1934     MONUMENTED       CGS
 NF0541  HISTORY     - 1940     GOOD             NGS
 NF0541  HISTORY     - 1966     GOOD             USGS
 NF0541  HISTORY     - 1983     GOOD             USPSQD
 NF0541
 NF0541                          STATION DESCRIPTION
 NF0541
 NF0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 NF0541'7.7 MI NE FROM KALAMAZOO.
 NF0541'7.7 MILES NORTHEAST ALONG THE CHICAGO, KALAMAZOO AND SAGINAW
 NF0541'RAILWAY FROM THE STATION AT KALAMAZOO, KALAMAZOO COUNTY, AT A
 NF0541'DIRT-ROAD CROSSING, 60 FEET NORTH OF THE CENTERLINE OF THE DIRT
 NF0541'ROAD, 23 FEET EAST OF THE EAST RAIL, 19 FEET NORTH OF A LARGE
 NF0541'TREE, 1 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE, AND 4.5 FEET
 NF0541'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 NF0541'854.404 M 116 1934 AND SET IN THE TOP OF A CONCRETE POST
 NF0541'PROJECTING 1 FOOT ABOVE GROUND, AND 2 FT. WEST OF A METAL
 NF0541'WITNESS POST AND SIGN.
 NF0541
 NF0541                          STATION RECOVERY (1966)
 NF0541
 NF0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 NF0541'RECOVERED IN GOOD CONDITION.
 NF0541
 NF0541                          STATION RECOVERY (1983)
 NF0541
 NF0541'RECOVERY NOTE BY US POWER SQUADRON 1983
 NF0541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1338 ***********************************************************************
 MD1338  DESIGNATION -  M 117
 MD1338  PID         -  MD1338
 MD1338  STATE/COUNTY-  MI/CASS
 MD1338  USGS QUAD   -  VANDALIA (1981)
 MD1338
 MD1338                         *CURRENT SURVEY CONTROL
 MD1338  ___________________________________________________________________
 MD1338* NAD 83(1986)-  41 58 16.     (N)    085 54 00.     (W)     SCALED    
 MD1338* NAVD 88     -       279.820  (meters)     918.04   (feet)  ADJUSTED  
 MD1338  ___________________________________________________________________
 MD1338  GEOID HEIGHT-         -33.12  (meters)                     GEOID03
 MD1338  DYNAMIC HT  -         279.722 (meters)     917.72  (feet)  COMP
 MD1338  MODELED GRAV-     980,267.0   (mgal)                       NAVD 88
 MD1338
 MD1338  VERT ORDER  -  SECOND    CLASS 0
 MD1338
 MD1338.The horizontal coordinates were scaled from a topographic map and have
 MD1338.an estimated accuracy of +/- 6 seconds.
 MD1338
 MD1338.The orthometric height was determined by differential leveling
 MD1338.and adjusted by the National Geodetic Survey in June 1991..
 MD1338
 MD1338.The geoid height was determined by GEOID03.
 MD1338
 MD1338.The dynamic height is computed by dividing the NAVD 88
 MD1338.geopotential number by the normal gravity value computed on the
 MD1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD1338.degrees latitude (g = 980.6199 gals.).
 MD1338
 MD1338.The modeled gravity was interpolated from observed gravity values.
 MD1338
 MD1338;                    North         East    Units  Estimated Accuracy
 MD1338;SPC MI S     -    53,490.    3,872,910.      MT  (+/- 180 meters Scaled)
 MD1338
 MD1338                          SUPERSEDED SURVEY CONTROL
 MD1338
 MD1338  NGVD 29 (??/??/92)  279.948  (m)          918.46   (f) ADJ UNCH    2 0
 MD1338
 MD1338.Superseded values are not recommended for survey control.
 MD1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1338.See file dsdata.txt to determine how the superseded data were derived.
 MD1338
 MD1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM911471(NAD 83)
 MD1338_MARKER: DB = BENCH MARK DISK
 MD1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MD1338_STAMPING: 918.463 M 117 1934
 MD1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MD1338+STABILITY: SURFACE MOTION
 MD1338
 MD1338  HISTORY     - Date     Condition        Report By
 MD1338  HISTORY     - 1934     MONUMENTED       CGS
 MD1338  HISTORY     - 1940     GOOD             NGS
 MD1338  HISTORY     - 1982     MARK NOT FOUND
 MD1338  HISTORY     - 19950901 MARK NOT FOUND   USPSQD
 MD1338
 MD1338                          STATION DESCRIPTION
 MD1338
 MD1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 MD1338'1.5 MI SW FROM WAKELEE.
 MD1338'1.5 MILES SOUTHWEST ALONG THE GRAND TRUNK RAILWAY FROM WAKELEE,
 MD1338'CASS COUNTY, 50 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD, 22
 MD1338'FEET SOUTH OF A SIGNAL CONTROL BOX, 20 FEET SOUTHEAST OF THE
 MD1338'SOUTH RAIL, 2 FEET WEST OF A RIGHT-OF-WAY FENCE, AND ABOUT 1
 MD1338'FOOT LOWER THAN THE TOP OF RAIL.  A STANDARD DISK, STAMPED
 MD1338'918.463 M 117 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MD1338'6 INCHES ABOVE GROUND.
 MD1338
 MD1338                          STATION RECOVERY (1982)
 MD1338
 MD1338'RECOVERED 1982
 MD1338'MARK NOT FOUND.
 MD1338
 MD1338                          STATION RECOVERY (1995)
 MD1338
 MD1338'RECOVERY NOTE BY US POWER SQUADRON 1995
 MD1338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 ME0852 ***********************************************************************
 ME0852  DESIGNATION -  M 118
 ME0852  PID         -  ME0852
 ME0852  STATE/COUNTY-  MI/BERRIEN
 ME0852  USGS QUAD   -  NEW BUFFALO WEST (1970)
 ME0852
 ME0852                         *CURRENT SURVEY CONTROL
 ME0852  ___________________________________________________________________
 ME0852* NAD 83(1986)-  41 46 12.     (N)    086 46 09.     (W)     SCALED    
 ME0852* NAVD 88     -       193.309  (meters)     634.21   (feet)  ADJUSTED  
 ME0852  ___________________________________________________________________
 ME0852  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 ME0852  DYNAMIC HT  -         193.237 (meters)     633.98  (feet)  COMP
 ME0852  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 ME0852
 ME0852  VERT ORDER  -  SECOND    CLASS 0
 ME0852
 ME0852.The horizontal coordinates were scaled from a topographic map and have
 ME0852.an estimated accuracy of +/- 6 seconds.
 ME0852
 ME0852.The orthometric height was determined by differential leveling
 ME0852.and adjusted by the National Geodetic Survey in June 1991..
 ME0852
 ME0852.The geoid height was determined by GEOID03.
 ME0852
 ME0852.The dynamic height is computed by dividing the NAVD 88
 ME0852.geopotential number by the normal gravity value computed on the
 ME0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 ME0852.degrees latitude (g = 980.6199 gals.).
 ME0852
 ME0852.The modeled gravity was interpolated from observed gravity values.
 ME0852
 ME0852;                    North         East    Units  Estimated Accuracy
 ME0852;SPC MI S     -    32,840.    3,800,240.      MT  (+/- 180 meters Scaled)
 ME0852
 ME0852                          SUPERSEDED SURVEY CONTROL
 ME0852
 ME0852  NGVD 29 (??/??/92)  193.43   (m)          634.6    (f) COMPUTED    2 0
 ME0852
 ME0852.Superseded values are not recommended for survey control.
 ME0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 ME0852.See file dsdata.txt to determine how the superseded data were derived.
 ME0852
 ME0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM191242(NAD 83)
 ME0852_MARKER: DB = BENCH MARK DISK
 ME0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 ME0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 ME0852_STAMPING: M 118 1934
 ME0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 ME0852+STABILITY: SURFACE MOTION
 ME0852
 ME0852  HISTORY     - Date     Condition        Report By
 ME0852  HISTORY     - 1934     MONUMENTED       CGS
 ME0852
 ME0852                          STATION DESCRIPTION
 ME0852
 ME0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 ME0852'1.7 MI SW FROM NEW BUFFALO.
 ME0852'THE STATION BY RAIL ON THE CHICAGO TO GRAND RAPIDS DIVISION OF
 ME0852'THE PERE MARQUETTE RAILWAY, 11 1/2 RAILS NORTHEAST OF MP NO.
 ME0852'C 67, 19 YARDS SOUTH OF THE CENTER OF CONCRETE COUNTY HIGHWAY
 ME0852'CROSSING, 16 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN
 ME0852'TRACK, 12 YARDS SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE TRACK,
 ME0852'1 1/2 YARDS NORTHEAST OF A RAILWAY TELEGRAPH POLE, 1 YARDS
 ME0852'NORTHWEST OF A FENCE LINE, A CONCRETE POST, 4 INCHES ABOVE THE
 ME0852'GROUND.  A STANDARD DISK, STAMPED M 118 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1037 ***********************************************************************
 RL1037  DESIGNATION -  M 119
 RL1037  PID         -  RL1037
 RL1037  STATE/COUNTY-  MI/GOGEBIC
 RL1037  USGS QUAD   -  IMP LAKE (1982)
 RL1037
 RL1037                         *CURRENT SURVEY CONTROL
 RL1037  ___________________________________________________________________
 RL1037* NAD 83(1986)-  46 14 11.     (N)    089 05 10.     (W)     SCALED    
 RL1037* NAVD 88     -       510.663  (meters)    1675.40   (feet)  ADJUSTED  
 RL1037  ___________________________________________________________________
 RL1037  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL1037  DYNAMIC HT  -         510.669 (meters)    1675.42  (feet)  COMP
 RL1037  MODELED GRAV-     980,608.3   (mgal)                       NAVD 88
 RL1037
 RL1037  VERT ORDER  -  SECOND    CLASS 0
 RL1037
 RL1037.The horizontal coordinates were scaled from a topographic map and have
 RL1037.an estimated accuracy of +/- 6 seconds.
 RL1037
 RL1037.The orthometric height was determined by differential leveling
 RL1037.and adjusted by the National Geodetic Survey in June 1991..
 RL1037
 RL1037.The geoid height was determined by GEOID03.
 RL1037
 RL1037.The dynamic height is computed by dividing the NAVD 88
 RL1037.geopotential number by the normal gravity value computed on the
 RL1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1037.degrees latitude (g = 980.6199 gals.).
 RL1037
 RL1037.The modeled gravity was interpolated from observed gravity values.
 RL1037
 RL1037;                    North         East    Units  Estimated Accuracy
 RL1037;SPC MI N     -   163,620.    7,839,130.      MT  (+/- 180 meters Scaled)
 RL1037
 RL1037                          SUPERSEDED SURVEY CONTROL
 RL1037
 RL1037  NGVD 29 (??/??/92)  510.681  (m)         1675.46   (f) ADJ UNCH    2 0
 RL1037
 RL1037.Superseded values are not recommended for survey control.
 RL1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1037.See file dsdata.txt to determine how the superseded data were derived.
 RL1037
 RL1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS391224(NAD 83)
 RL1037_MARKER: DB = BENCH MARK DISK
 RL1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1037_SP_SET: CULVERT
 RL1037_STAMPING: M 119 1948
 RL1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1037
 RL1037  HISTORY     - Date     Condition        Report By
 RL1037  HISTORY     - 1948     MONUMENTED       CGS
 RL1037  HISTORY     - 1988     GOOD             USPSQD
 RL1037  HISTORY     - 20050606 GOOD             USPSQD
 RL1037
 RL1037                          STATION DESCRIPTION
 RL1037
 RL1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1037'5 MI SE FROM WATERSMEET.
 RL1037'ABOUT 5.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 RL1037'INTERSECTION OF U.S. HIGHWAY 45 AT WATERSMEET, ABOUT 0.45 MILE
 RL1037'NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTH TO IMP LAKE
 RL1037'AND LOOKOUT TOWER, SET IN THE TOP OF THE SOUTHEAST END OF THE
 RL1037'NORTHEAST HEAD WALL OF A 20-FOOT CONCRETE CULVERT FOR IMP
 RL1037'CREEK, 33 FEET NORTHEAST OF AND ABOUT 7 FEET BELOW THE CENTER
 RL1037'LINE OF THE HIGHWAY.
 RL1037
 RL1037                          STATION RECOVERY (1988)
 RL1037
 RL1037'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL1037'RECOVERED IN GOOD CONDITION.
 RL1037
 RL1037                          STATION RECOVERY (2005)
 RL1037
 RL1037'RECOVERY NOTE BY US POWER SQUADRON 2005 (BAA)
 RL1037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1027 ***********************************************************************
 RL1027  DESIGNATION -  M 120
 RL1027  PID         -  RL1027
 RL1027  STATE/COUNTY-  MI/GOGEBIC
 RL1027  USGS QUAD   -  IMP LAKE (1982)
 RL1027
 RL1027                         *CURRENT SURVEY CONTROL
 RL1027  ___________________________________________________________________
 RL1027* NAD 83(1986)-  46 10 13.     (N)    089 04 11.     (W)     SCALED    
 RL1027* NAVD 88     -       522.729  (meters)    1714.99   (feet)  ADJUSTED  
 RL1027  ___________________________________________________________________
 RL1027  GEOID HEIGHT-         -31.41  (meters)                     GEOID03
 RL1027  DYNAMIC HT  -         522.734 (meters)    1715.00  (feet)  COMP
 RL1027  MODELED GRAV-     980,607.2   (mgal)                       NAVD 88
 RL1027
 RL1027  VERT ORDER  -  SECOND    CLASS 0
 RL1027
 RL1027.The horizontal coordinates were scaled from a topographic map and have
 RL1027.an estimated accuracy of +/- 6 seconds.
 RL1027
 RL1027.The orthometric height was determined by differential leveling
 RL1027.and adjusted by the National Geodetic Survey in June 1991..
 RL1027
 RL1027.The geoid height was determined by GEOID03.
 RL1027
 RL1027.The dynamic height is computed by dividing the NAVD 88
 RL1027.geopotential number by the normal gravity value computed on the
 RL1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1027.degrees latitude (g = 980.6199 gals.).
 RL1027
 RL1027.The modeled gravity was interpolated from observed gravity values.
 RL1027
 RL1027;                    North         East    Units  Estimated Accuracy
 RL1027;SPC MI N     -   156,240.    7,840,200.      MT  (+/- 180 meters Scaled)
 RL1027
 RL1027                          SUPERSEDED SURVEY CONTROL
 RL1027
 RL1027  NGVD 29 (??/??/92)  522.747  (m)         1715.05   (f) ADJ UNCH    2 0
 RL1027
 RL1027.Superseded values are not recommended for survey control.
 RL1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1027.See file dsdata.txt to determine how the superseded data were derived.
 RL1027
 RL1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS402150(NAD 83)
 RL1027_MARKER: DB = BENCH MARK DISK
 RL1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1027_STAMPING: M 120 1948
 RL1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1027+STABILITY: SURFACE MOTION
 RL1027
 RL1027  HISTORY     - Date     Condition        Report By
 RL1027  HISTORY     - 1948     MONUMENTED       CGS
 RL1027  HISTORY     - 20050425 POOR             GEOCAC
 RL1027
 RL1027                          STATION DESCRIPTION
 RL1027
 RL1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1027'7.7 MI SE FROM LAND O LAKES.
 RL1027'ABOUT 0.95 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION
 RL1027'OF COUNTY ROAD B AND STATE LINE AT LAND O LAKES, WISCONSIN,
 RL1027'THENCE ABOUT 5.8 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD
 RL1027'LEADING TO LAC VIEUX DESERT AND INDIAN VILLAGE, THENCE ABOUT
 RL1027'0.95 MILE EAST ALONG A GRASS ROAD, AT THE OUTSIDE OF A CURVE
 RL1027'WEST AND SOUTHEAST ABOUT 45 YARDS EAST OF THE WEST END OF THE
 RL1027'CURVE, 24 FEET NORTH-NORTHEAST OF THE CENTER LINE OF THE ROAD,
 RL1027'ABOUT 12 FEET NORTH OF THE PROLONGED CENTER LINE OF THE WEST
 RL1027'TANGENT OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS
 RL1027'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL1027'POST PROJECTING 6 INCHES.
 RL1027
 RL1027                          STATION RECOVERY (2005)
 RL1027
 RL1027'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL1027'THERE HAS BEEN ROAD CONTRUCTION ALONG FOREST ROAD 3925, AREA GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0404 ***********************************************************************
 RL0404  DESIGNATION -  M 121
 RL0404  PID         -  RL0404
 RL0404  STATE/COUNTY-  MI/IRON
 RL0404  USGS QUAD   -  BEECHWOOD (1981)
 RL0404
 RL0404                         *CURRENT SURVEY CONTROL
 RL0404  ___________________________________________________________________
 RL0404* NAD 83(1986)-  46 09 34.     (N)    088 52 24.     (W)     SCALED    
 RL0404* NAVD 88     -       515.846  (meters)    1692.40   (feet)  ADJUSTED  
 RL0404  ___________________________________________________________________
 RL0404  GEOID HEIGHT-         -31.65  (meters)                     GEOID03
 RL0404  DYNAMIC HT  -         515.855 (meters)    1692.43  (feet)  COMP
 RL0404  MODELED GRAV-     980,617.0   (mgal)                       NAVD 88
 RL0404
 RL0404  VERT ORDER  -  SECOND    CLASS 0
 RL0404
 RL0404.The horizontal coordinates were scaled from a topographic map and have
 RL0404.an estimated accuracy of +/- 6 seconds.
 RL0404
 RL0404.The orthometric height was determined by differential leveling
 RL0404.and adjusted by the National Geodetic Survey in June 1991..
 RL0404
 RL0404.The geoid height was determined by GEOID03.
 RL0404
 RL0404.The dynamic height is computed by dividing the NAVD 88
 RL0404.geopotential number by the normal gravity value computed on the
 RL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0404.degrees latitude (g = 980.6199 gals.).
 RL0404
 RL0404.The modeled gravity was interpolated from observed gravity values.
 RL0404
 RL0404;                    North         East    Units  Estimated Accuracy
 RL0404;SPC MI N     -   154,660.    7,855,330.      MT  (+/- 180 meters Scaled)
 RL0404
 RL0404                          SUPERSEDED SURVEY CONTROL
 RL0404
 RL0404  NGVD 29 (??/??/92)  515.866  (m)         1692.47   (f) ADJ UNCH    2 0
 RL0404
 RL0404.Superseded values are not recommended for survey control.
 RL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0404.See file dsdata.txt to determine how the superseded data were derived.
 RL0404
 RL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS553134(NAD 83)
 RL0404_MARKER: DB = BENCH MARK DISK
 RL0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0404_STAMPING: M 121 1948
 RL0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0404+STABILITY: SURFACE MOTION
 RL0404
 RL0404  HISTORY     - Date     Condition        Report By
 RL0404  HISTORY     - 1948     MONUMENTED       CGS
 RL0404  HISTORY     - 1954     MARK NOT FOUND   USGS
 RL0404  HISTORY     - 20020613 MARK NOT FOUND   USPSQD
 RL0404
 RL0404                          STATION DESCRIPTION
 RL0404
 RL0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0404'5.6 MI SE FROM ELMWOOD.
 RL0404'5.2 MILES SOUTH ALONG FOREST SERVICE ROAD NO. 16 FROM ITS
 RL0404'CROSSING WITH THE CHICAGO AND NORTH WESTERN RAILWAY AT ELMWOOD,
 RL0404'THENCE ABOUT 0.3 MILE EAST ALONG U.S. HIGHWAY 2, THENCE ABOUT
 RL0404'0.05 MILE SOUTHWEST ALONG A ROAD TO SMOKY LAKE, 17 FEET SOUTHWEST
 RL0404'OF THE CENTER OF THE JUNCTION, 23 FEET NORTHWEST OF THE CENTER
 RL0404'LINE OF THE ROAD SOUTHWEST, 2 FEET WEST OF A WHITE WOODEN WITNESS
 RL0404'POST ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 RL0404'POST PROJECTING 5 INCHES.
 RL0404
 RL0404                          STATION RECOVERY (1954)
 RL0404
 RL0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 RL0404'MARK NOT FOUND.
 RL0404
 RL0404                          STATION RECOVERY (2002)
 RL0404
 RL0404'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0967 ***********************************************************************
 RL0967  DESIGNATION -  M 122
 RL0967  PID         -  RL0967
 RL0967  STATE/COUNTY-  MI/ONTONAGON
 RL0967  USGS QUAD   -  
 RL0967
 RL0967                         *CURRENT SURVEY CONTROL
 RL0967  ___________________________________________________________________
 RL0967* NAD 83(1986)-  46 24 07.     (N)    089 09 59.     (W)     SCALED    
 RL0967* NAVD 88     -       412.411  (meters)    1353.05   (feet)  ADJUSTED  
 RL0967  ___________________________________________________________________
 RL0967  GEOID HEIGHT-         -31.59  (meters)                     GEOID03
 RL0967  DYNAMIC HT  -         412.428 (meters)    1353.11  (feet)  COMP
 RL0967  MODELED GRAV-     980,641.0   (mgal)                       NAVD 88
 RL0967
 RL0967  VERT ORDER  -  SECOND    CLASS 0
 RL0967
 RL0967.The horizontal coordinates were scaled from a topographic map and have
 RL0967.an estimated accuracy of +/- 6 seconds.
 RL0967
 RL0967.The orthometric height was determined by differential leveling
 RL0967.and adjusted by the National Geodetic Survey in June 1991..
 RL0967
 RL0967.The geoid height was determined by GEOID03.
 RL0967
 RL0967.The dynamic height is computed by dividing the NAVD 88
 RL0967.geopotential number by the normal gravity value computed on the
 RL0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0967.degrees latitude (g = 980.6199 gals.).
 RL0967
 RL0967.The modeled gravity was interpolated from observed gravity values.
 RL0967
 RL0967;                    North         East    Units  Estimated Accuracy
 RL0967;SPC MI N     -   182,180.    7,833,440.      MT  (+/- 180 meters Scaled)
 RL0967
 RL0967                          SUPERSEDED SURVEY CONTROL
 RL0967
 RL0967  NGVD 29 (??/??/92)  412.442  (m)         1353.15   (f) ADJ UNCH    2 0
 RL0967
 RL0967.Superseded values are not recommended for survey control.
 RL0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0967.See file dsdata.txt to determine how the superseded data were derived.
 RL0967
 RL0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS334409(NAD 83)
 RL0967_MARKER: DB = BENCH MARK DISK
 RL0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0967_STAMPING: M 122 1948
 RL0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0967+STABILITY: SURFACE MOTION
 RL0967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0967+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 RL0967
 RL0967  HISTORY     - Date     Condition        Report By
 RL0967  HISTORY     - 1948     MONUMENTED       CGS
 RL0967  HISTORY     - 20050504 GOOD             GEOCAC
 RL0967
 RL0967                          STATION DESCRIPTION
 RL0967
 RL0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0967'0.6 MI E FROM PAULDING.
 RL0967'ABOUT 0.65 MILE EAST ALONG A GRAVEL ROAD TO CALDERWOOD FROM THE
 RL0967'POST OFFICE AND JUNCTION OF U.S. HIGHWAY 45 AT PAULDING, AT THE
 RL0967'NORTH SIDE OF AN S CURVE CROSSING AN ABANDONED RAILROAD, 53 FEET
 RL0967'NORTH OF THE CENTER LINE OF THE ROAD, 47.5 FEET SOUTHEAST OF A
 RL0967'POWER POLE, 25 FEET SOUTH OF THE POWER LINE, 2.5 FEET NORTHEAST
 RL0967'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 RL0967'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0967
 RL0967                          STATION RECOVERY (2005)
 RL0967
 RL0967'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0967'NAD 83(1986)-  46 24 07.3 (N)    089 09 59.5 (W)   HANDHELD GPS
 RL0967' 
 RL0967'0.6 MI E FROM PAULDING.
 RL0967'ABOUT 0.6 MILE EAST ALONG ROAD TO BOND FALLS FROM THE JUNCTION OF U.S.
 RL0967'HWY 45 AT PAULDING, AT A TURNOUT ON THE OUTSIDE (NORTH) OF A CURVE, 90
 RL0967'FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FT NORTH OF A METAL
 RL0967'WITNESS POST, 1.5 FT SOUTHEAST OF A FIBERGLASS WITNESS POST, ABOUT 1
 RL0967'FOOT ABOVE LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0967'PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0323 ***********************************************************************
 RL0323  DESIGNATION -  M 123
 RL0323  PID         -  RL0323
 RL0323  STATE/COUNTY-  MI/HOUGHTON
 RL0323  USGS QUAD   -  
 RL0323
 RL0323                         *CURRENT SURVEY CONTROL
 RL0323  ___________________________________________________________________
 RL0323* NAD 83(1986)-  46 26 53.     (N)    088 53 11.     (W)     SCALED    
 RL0323* NAVD 88     -       448.912  (meters)    1472.81   (feet)  ADJUSTED  
 RL0323  ___________________________________________________________________
 RL0323  GEOID HEIGHT-         -32.14  (meters)                     GEOID03
 RL0323  DYNAMIC HT  -         448.926 (meters)    1472.85  (feet)  COMP
 RL0323  MODELED GRAV-     980,632.2   (mgal)                       NAVD 88
 RL0323
 RL0323  VERT ORDER  -  SECOND    CLASS 0
 RL0323
 RL0323.The horizontal coordinates were scaled from a topographic map and have
 RL0323.an estimated accuracy of +/- 6 seconds.
 RL0323
 RL0323.The orthometric height was determined by differential leveling
 RL0323.and adjusted by the National Geodetic Survey in June 1991..
 RL0323
 RL0323.The geoid height was determined by GEOID03.
 RL0323
 RL0323.The dynamic height is computed by dividing the NAVD 88
 RL0323.geopotential number by the normal gravity value computed on the
 RL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0323.degrees latitude (g = 980.6199 gals.).
 RL0323
 RL0323.The modeled gravity was interpolated from observed gravity values.
 RL0323
 RL0323;                    North         East    Units  Estimated Accuracy
 RL0323;SPC MI N     -   186,750.    7,855,090.      MT  (+/- 180 meters Scaled)
 RL0323
 RL0323                          SUPERSEDED SURVEY CONTROL
 RL0323
 RL0323  NGVD 29 (??/??/92)  448.927  (m)         1472.85   (f) ADJ UNCH    2 0
 RL0323
 RL0323.Superseded values are not recommended for survey control.
 RL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0323.See file dsdata.txt to determine how the superseded data were derived.
 RL0323
 RL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS551455(NAD 83)
 RL0323_MARKER: DB = BENCH MARK DISK
 RL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0323_STAMPING: M 123 1948
 RL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0323+STABILITY: SURFACE MOTION
 RL0323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0323+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2004
 RL0323
 RL0323  HISTORY     - Date     Condition        Report By
 RL0323  HISTORY     - 1948     MONUMENTED       CGS
 RL0323  HISTORY     - 1985     GOOD             NGS
 RL0323  HISTORY     - 20040601 GOOD             GEOCAC
 RL0323
 RL0323                          STATION DESCRIPTION
 RL0323
 RL0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0323'2.7 MI S FROM KENTON.
 RL0323'2.7 MILES SOUTH ALONG FOREST SERVICE HIGHWAY 16 FROM THE CENTER
 RL0323'LINE OF THE HIGHWAY, 131 FEET SOUTH OF THE CENTER LINE OF THE
 RL0323'ROAD EAST, 1 FOOT WEST OF THE R/W FENCE LINE, 2 FEET NORTH OF
 RL0323'A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE HIGHWAY AND
 RL0323'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0323
 RL0323                          STATION RECOVERY (1985)
 RL0323
 RL0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0323'RECOVERED IN GOOD CONDITION.
 RL0323
 RL0323                          STATION RECOVERY (2004)
 RL0323
 RL0323'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0323'DGPS POSITION
 RL0323'NAD 83(1986)- 46 26 53.8(N) - 088 53 12.6 (W) GARMIN GPS V
 RL0323' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0413 ***********************************************************************
 RL0413  DESIGNATION -  M 124
 RL0413  PID         -  RL0413
 RL0413  STATE/COUNTY-  MI/IRON
 RL0413  USGS QUAD   -  HAGERMAN LAKE (1981)
 RL0413
 RL0413                         *CURRENT SURVEY CONTROL
 RL0413  ___________________________________________________________________
 RL0413* NAD 83(1986)-  46 07 25.     (N)    088 47 37.     (W)     SCALED    
 RL0413* NAVD 88     -       512.078  (meters)    1680.04   (feet)  ADJUSTED  
 RL0413  ___________________________________________________________________
 RL0413  GEOID HEIGHT-         -31.82  (meters)                     GEOID03
 RL0413  DYNAMIC HT  -         512.081 (meters)    1680.05  (feet)  COMP
 RL0413  MODELED GRAV-     980,603.2   (mgal)                       NAVD 88
 RL0413
 RL0413  VERT ORDER  -  SECOND    CLASS 0
 RL0413
 RL0413.The horizontal coordinates were scaled from a topographic map and have
 RL0413.an estimated accuracy of +/- 6 seconds.
 RL0413
 RL0413.The orthometric height was determined by differential leveling
 RL0413.and adjusted by the National Geodetic Survey in June 1991..
 RL0413
 RL0413.The geoid height was determined by GEOID03.
 RL0413
 RL0413.The dynamic height is computed by dividing the NAVD 88
 RL0413.geopotential number by the normal gravity value computed on the
 RL0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0413.degrees latitude (g = 980.6199 gals.).
 RL0413
 RL0413.The modeled gravity was interpolated from observed gravity values.
 RL0413
 RL0413;                    North         East    Units  Estimated Accuracy
 RL0413;SPC MI N     -   150,530.    7,861,400.      MT  (+/- 180 meters Scaled)
 RL0413
 RL0413                          SUPERSEDED SURVEY CONTROL
 RL0413
 RL0413  NGVD 29 (??/??/92)  512.084  (m)         1680.06   (f) ADJ UNCH    2 0
 RL0413
 RL0413.Superseded values are not recommended for survey control.
 RL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0413.See file dsdata.txt to determine how the superseded data were derived.
 RL0413
 RL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS614093(NAD 83)
 RL0413_MARKER: DB = BENCH MARK DISK
 RL0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0413_STAMPING: M 124 1948
 RL0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0413+STABILITY: SURFACE MOTION
 RL0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0413+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 RL0413
 RL0413  HISTORY     - Date     Condition        Report By
 RL0413  HISTORY     - 1948     MONUMENTED       CGS
 RL0413  HISTORY     - 20020618 GOOD             USPSQD
 RL0413  HISTORY     - 20050428 GOOD             GEOCAC
 RL0413
 RL0413                          STATION DESCRIPTION
 RL0413
 RL0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0413'3.4 MI SW FROM BEECHWOOD.
 RL0413'3.45 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM THE CROSSING
 RL0413'OF THE CHICAGO AND NORTH WESTERN RAILWAY AT BEECHWOOD, ABOUT
 RL0413'1.0 MILE SOUTHWEST OF BENTON CHURCH, ABOUT 0.1 MILE EAST OF A
 RL0413'FARM HOUSE ON SOUTH SIDE OF ROAD AND THE TOP OF A GRADE, 138
 RL0413'FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF A PRIVATE
 RL0413'ROAD LEADING NORTH TO A FARM HOUSE, 30 FEET SOUTH OF THE CENTER
 RL0413'LINE OF THE ROAD, 113 FEET SOUTHEAST AND ACROSS THE ROAD FROM
 RL0413'POWER POLE NO. C30 N 41 1597, 1.5 FEET NORTH OF A WIRE FENCE,
 RL0413'3 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 RL0413'BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0413'4 INCHES.
 RL0413
 RL0413                          STATION RECOVERY (2002)
 RL0413
 RL0413'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0413'RECOVERED IN GOOD CONDITION.
 RL0413
 RL0413                          STATION RECOVERY (2005)
 RL0413
 RL0413'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0413'NAD 83(1986)-  46 07 25.0 (N)    088 47 38.0 (W)   HANDHELD GPS
 RL0413' 
 RL0413'ABOUT 2.7 MILES SOUTHWEST ALONG COUNTY ROAD 436 FROM ITS JUNCTION WITH
 RL0413'US HWY 2 AT BEECHWOOD TO MARK ON THE LEFT.  MARK IS 2 FT BELOW LEVEL
 RL0413'WITH CR 436.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0467 ***********************************************************************
 RL0467  DESIGNATION -  M 125
 RL0467  PID         -  RL0467
 RL0467  STATE/COUNTY-  MI/IRON
 RL0467  USGS QUAD   -  GAASTRA (1944)
 RL0467
 RL0467                         *CURRENT SURVEY CONTROL
 RL0467  ___________________________________________________________________
 RL0467* NAD 83(1986)-  46 07 09.     (N)    088 32 52.     (W)     SCALED    
 RL0467* NAVD 88     -       521.140  (meters)    1709.77   (feet)  ADJUSTED  
 RL0467  ___________________________________________________________________
 RL0467  GEOID HEIGHT-         -32.27  (meters)                     GEOID03
 RL0467  DYNAMIC HT  -         521.145 (meters)    1709.79  (feet)  COMP
 RL0467  MODELED GRAV-     980,605.9   (mgal)                       NAVD 88
 RL0467
 RL0467  VERT ORDER  -  SECOND    CLASS 0
 RL0467
 RL0467.The horizontal coordinates were scaled from a topographic map and have
 RL0467.an estimated accuracy of +/- 6 seconds.
 RL0467
 RL0467.The orthometric height was determined by differential leveling
 RL0467.and adjusted by the National Geodetic Survey in June 1991..
 RL0467
 RL0467.The geoid height was determined by GEOID03.
 RL0467
 RL0467.The dynamic height is computed by dividing the NAVD 88
 RL0467.geopotential number by the normal gravity value computed on the
 RL0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0467.degrees latitude (g = 980.6199 gals.).
 RL0467
 RL0467.The modeled gravity was interpolated from observed gravity values.
 RL0467
 RL0467;                    North         East    Units  Estimated Accuracy
 RL0467;SPC MI N     -   149,640.    7,880,380.      MT  (+/- 180 meters Scaled)
 RL0467
 RL0467                          SUPERSEDED SURVEY CONTROL
 RL0467
 RL0467  NGVD 29 (??/??/92)  521.127  (m)         1709.73   (f) ADJ UNCH    2 0
 RL0467
 RL0467.Superseded values are not recommended for survey control.
 RL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0467.See file dsdata.txt to determine how the superseded data were derived.
 RL0467
 RL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS804084(NAD 83)
 RL0467_MARKER: DB = BENCH MARK DISK
 RL0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0467_STAMPING: M 125 1948
 RL0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0467+STABILITY: SURFACE MOTION
 RL0467
 RL0467  HISTORY     - Date     Condition        Report By
 RL0467  HISTORY     - 1948     MONUMENTED       CGS
 RL0467  HISTORY     - 20020614 GOOD             USPSQD
 RL0467
 RL0467                          STATION DESCRIPTION
 RL0467
 RL0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0467'1.2 MI NE FROM MAPLETON.
 RL0467'1.2 MILES NORTHEAST ALONG COUNTY HIGHWAY 643 FROM ITS JUNCTION
 RL0467'WITH U.S. HIGHWAY 2 AND THE BATES TOWNSHIP HALL AT MAPLETON,
 RL0467'ACROSS THE HIGHWAY FROM THE NORTHEAST END AND EAST CORNER OF
 RL0467'THE BATES CEMETERY, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE
 RL0467'HIGHWAY, 54 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE EAST
 RL0467'FENCE CORNER OF THE CEMETERY, 24 FEET SOUTHWEST OF A 30-INCH
 RL0467'MAPLE TREE, 4 FEET NORTHWEST OF A WIRE FENCE, 2.5 FEET SOUTHWEST
 RL0467'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 RL0467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 RL0467
 RL0467                          STATION RECOVERY (2002)
 RL0467
 RL0467'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0365 ***********************************************************************
 RL0365  DESIGNATION -  M 126
 RL0365  PID         -  RL0365
 RL0365  STATE/COUNTY-  MI/IRON
 RL0365  USGS QUAD   -  PERCH LAKE (1985)
 RL0365
 RL0365                         *CURRENT SURVEY CONTROL
 RL0365  ___________________________________________________________________
 RL0365* NAD 83(1986)-  46 21 09.     (N)    088 42 51.     (W)     SCALED    
 RL0365* NAVD 88     -       484.146  (meters)    1588.40   (feet)  ADJUSTED  
 RL0365  ___________________________________________________________________
 RL0365  GEOID HEIGHT-         -32.07  (meters)                     GEOID03
 RL0365  DYNAMIC HT  -         484.160 (meters)    1588.45  (feet)  COMP
 RL0365  MODELED GRAV-     980,628.1   (mgal)                       NAVD 88
 RL0365
 RL0365  VERT ORDER  -  SECOND    CLASS 0
 RL0365
 RL0365.The horizontal coordinates were scaled from a topographic map and have
 RL0365.an estimated accuracy of +/- 6 seconds.
 RL0365
 RL0365.The orthometric height was determined by differential leveling
 RL0365.and adjusted by the National Geodetic Survey in June 1991..
 RL0365
 RL0365.The geoid height was determined by GEOID03.
 RL0365
 RL0365.The dynamic height is computed by dividing the NAVD 88
 RL0365.geopotential number by the normal gravity value computed on the
 RL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0365.degrees latitude (g = 980.6199 gals.).
 RL0365
 RL0365.The modeled gravity was interpolated from observed gravity values.
 RL0365
 RL0365;                    North         East    Units  Estimated Accuracy
 RL0365;SPC MI N     -   175,830.    7,868,080.      MT  (+/- 180 meters Scaled)
 RL0365
 RL0365                          SUPERSEDED SURVEY CONTROL
 RL0365
 RL0365  NGVD 29 (??/??/92)  484.151  (m)         1588.42   (f) ADJ UNCH    2 0
 RL0365
 RL0365.Superseded values are not recommended for survey control.
 RL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0365.See file dsdata.txt to determine how the superseded data were derived.
 RL0365
 RL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS681346(NAD 83)
 RL0365_MARKER: DB = BENCH MARK DISK
 RL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0365_STAMPING: M 126 1948
 RL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0365+STABILITY: SURFACE MOTION
 RL0365
 RL0365  HISTORY     - Date     Condition        Report By
 RL0365  HISTORY     - 1948     MONUMENTED       CGS
 RL0365  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0365  HISTORY     - 19970625 MARK NOT FOUND   USPSQD
 RL0365  HISTORY     - 20040802 MARK NOT FOUND   GEOCAC
 RL0365
 RL0365                          STATION DESCRIPTION
 RL0365
 RL0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0365'12.3 MI S FROM SIDNAW.
 RL0365'12.3 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO GIBBS CITY FROM
 RL0365'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT SIDNAW,
 RL0365'ABOUT 1.0 MILE NORTHEAST OF A CURVE IN THE MAIN ROAD WITH
 RL0365'TANGENT SOUTH AND NORTHEAST AND THE JUNCTION OF A GRAVEL ROAD
 RL0365'SOUTHWEST TO WINSLOW LAKE, 42 FEET SOUTHEAST OF THE CENTER
 RL0365'LINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF A DIM
 RL0365'TRAIL LEADING SOUTHEAST BETWEEN TWO CUTS, 14.3 FEET NORTH OF A
 RL0365'TRIANGULAR BLAZED 14-INCH MAPLE TREE, 2 FEET SOUTH OF A WHITE
 RL0365'WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP
 RL0365'OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0365
 RL0365                          STATION RECOVERY (1982)
 RL0365
 RL0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0365'MARK NOT FOUND.
 RL0365
 RL0365                          STATION RECOVERY (1997)
 RL0365
 RL0365'RECOVERY NOTE BY US POWER SQUADRON 1997
 RL0365'MARK NOT FOUND.
 RL0365
 RL0365                          STATION RECOVERY (2004)
 RL0365
 RL0365'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0365'OLD TRAIL SE APPEARS TO HAVE BEEN GRADED, FOUND NO REFERENCES FROM
 RL0365'1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0316 ***********************************************************************
 RL0316  DESIGNATION -  M 127
 RL0316  PID         -  RL0316
 RL0316  STATE/COUNTY-  MI/IRON
 RL0316  USGS QUAD   -  PORTER LAKE (1985)
 RL0316
 RL0316                         *CURRENT SURVEY CONTROL
 RL0316  ___________________________________________________________________
 RL0316* NAD 83(1986)-  46 20 55.     (N)    088 36 29.     (W)     SCALED    
 RL0316* NAVD 88     -       475.755  (meters)    1560.87   (feet)  ADJUSTED  
 RL0316  ___________________________________________________________________
 RL0316  GEOID HEIGHT-         -32.20  (meters)                     GEOID03
 RL0316  DYNAMIC HT  -         475.767 (meters)    1560.91  (feet)  COMP
 RL0316  MODELED GRAV-     980,623.7   (mgal)                       NAVD 88
 RL0316
 RL0316  VERT ORDER  -  SECOND    CLASS 0
 RL0316
 RL0316.The horizontal coordinates were scaled from a topographic map and have
 RL0316.an estimated accuracy of +/- 6 seconds.
 RL0316
 RL0316.The orthometric height was determined by differential leveling
 RL0316.and adjusted by the National Geodetic Survey in June 1991..
 RL0316
 RL0316.The geoid height was determined by GEOID03.
 RL0316
 RL0316.The dynamic height is computed by dividing the NAVD 88
 RL0316.geopotential number by the normal gravity value computed on the
 RL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0316.degrees latitude (g = 980.6199 gals.).
 RL0316
 RL0316.The modeled gravity was interpolated from observed gravity values.
 RL0316
 RL0316;                    North         East    Units  Estimated Accuracy
 RL0316;SPC MI N     -   175,230.    7,876,240.      MT  (+/- 180 meters Scaled)
 RL0316
 RL0316                          SUPERSEDED SURVEY CONTROL
 RL0316
 RL0316  NGVD 29 (??/??/92)  475.746  (m)         1560.84   (f) ADJ UNCH    2 0
 RL0316
 RL0316.Superseded values are not recommended for survey control.
 RL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0316.See file dsdata.txt to determine how the superseded data were derived.
 RL0316
 RL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS762340(NAD 83)
 RL0316_MARKER: DB = BENCH MARK DISK
 RL0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0316_STAMPING: M 127 1948
 RL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0316+STABILITY: SURFACE MOTION
 RL0316
 RL0316  HISTORY     - Date     Condition        Report By
 RL0316  HISTORY     - 1948     MONUMENTED       CGS
 RL0316
 RL0316                          STATION DESCRIPTION
 RL0316
 RL0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0316'11 MI NE FROM GIBBS CITY.
 RL0316'6.25 MILES NORTH ALONG A GRAVEL ROAD LEADING TO SIDNAW FROM THE
 RL0316'JUNCTION OF COUNTY ROAD 657 AT GIBBS CITY, THENCE ABOUT 3.2
 RL0316'MILES NORTHEAST ALONG A ROAD TO PERCH LAKE LOOKOUT TOWER, THENCE
 RL0316'ABOUT 1.6 MILES NORTHEAST ALONG A LOGGING ROAD LEADING TO
 RL0316'LINDAHLS CAMP AND THE NORTHWEST TIP OF CABLE LAKE, ABOUT 0.65
 RL0316'MILE SOUTHWEST OF THE BUILDINGS AT LINDAHLS CAMP, AT THE JUNCTION
 RL0316'OF A ROAD NORTHWEST, 31 FEET WEST-NORTHWEST OF THE CENTER LINE
 RL0316'OF THE MAIN ROAD, 55 FEET NORTH OF THE CENTER OF THE JUNCTION,
 RL0316'52 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 7.5
 RL0316'FEET EAST OF A TRIANGULAR BLAZED 10-INCH CEDAR TREE, 4 FEET WEST
 RL0316'OF A 20-INCH STUMP, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 RL0316'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0661 ***********************************************************************
 RL0661  DESIGNATION -  M 128
 RL0661  PID         -  RL0661
 RL0661  STATE/COUNTY-  MI/BARAGA
 RL0661  USGS QUAD   -  COVINGTON (1985)
 RL0661
 RL0661                         *CURRENT SURVEY CONTROL
 RL0661  ___________________________________________________________________
 RL0661* NAD 83(1986)-  46 37 19.     (N)    088 30 09.     (W)     SCALED    
 RL0661* NAVD 88     -       379.837  (meters)    1246.18   (feet)  ADJUSTED  
 RL0661  ___________________________________________________________________
 RL0661  GEOID HEIGHT-         -33.32  (meters)                     GEOID03
 RL0661  DYNAMIC HT  -         379.848 (meters)    1246.22  (feet)  COMP
 RL0661  MODELED GRAV-     980,632.5   (mgal)                       NAVD 88
 RL0661
 RL0661  VERT ORDER  -  SECOND    CLASS 0
 RL0661
 RL0661.The horizontal coordinates were scaled from a topographic map and have
 RL0661.an estimated accuracy of +/- 6 seconds.
 RL0661
 RL0661.The orthometric height was determined by differential leveling
 RL0661.and adjusted by the National Geodetic Survey in June 1991..
 RL0661
 RL0661.The geoid height was determined by GEOID03.
 RL0661
 RL0661.The dynamic height is computed by dividing the NAVD 88
 RL0661.geopotential number by the normal gravity value computed on the
 RL0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0661.degrees latitude (g = 980.6199 gals.).
 RL0661
 RL0661.The modeled gravity was interpolated from observed gravity values.
 RL0661
 RL0661;                    North         East    Units  Estimated Accuracy
 RL0661;SPC MI N     -   205,440.    7,884,940.      MT  (+/- 180 meters Scaled)
 RL0661
 RL0661                          SUPERSEDED SURVEY CONTROL
 RL0661
 RL0661  NGVD 29 (??/??/92)  379.808  (m)         1246.09   (f) ADJ UNCH    2 0
 RL0661
 RL0661.Superseded values are not recommended for survey control.
 RL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0661.See file dsdata.txt to determine how the superseded data were derived.
 RL0661
 RL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS849642(NAD 83)
 RL0661_MARKER: DB = BENCH MARK DISK
 RL0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0661_STAMPING: M 128 1948
 RL0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0661+STABILITY: SURFACE MOTION
 RL0661
 RL0661  HISTORY     - Date     Condition        Report By
 RL0661  HISTORY     - 1948     MONUMENTED       CGS
 RL0661  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0661
 RL0661                          STATION DESCRIPTION
 RL0661
 RL0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0661'2.6 MI SW FROM ALBERTA.
 RL0661'2.6 MILES SOUTHWEST ALONG THE OLD COVINGTON ROAD FROM THE FORD
 RL0661'MOTOR COMPANY PLANT AT ALBERT, ABOUT 40 YARDS NORTHEAST OF THE
 RL0661'CROSSING OF PLUMBAGO CREEK, AT A HUNTING CAMP IN A CLEARING,
 RL0661'30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CAMP HOUSE,
 RL0661'8 FEET NORTHWEST OF A 12-INCH HEMLOCK, 21 FEET NORTHWEST OF THE
 RL0661'CENTER LINE OF THE OLD ROAD, 4 FEET SOUTH OF A WHITE WOODEN
 RL0661'WITNESS POST, LEVEL WITH THE TRAIL AND IN THE TOP OF A CONCRETE
 RL0661'POST.
 RL0661
 RL0661                          STATION RECOVERY (1985)
 RL0661
 RL0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0661'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0011 ***********************************************************************
 RL0011  DESIGNATION -  M 129
 RL0011  PID         -  RL0011
 RL0011  STATE/COUNTY-  MI/BARAGA
 RL0011  USGS QUAD   -  NESTORIA (1985)
 RL0011
 RL0011                         *CURRENT SURVEY CONTROL
 RL0011  ___________________________________________________________________
 RL0011* NAD 83(1986)-  46 33 43.     (N)    088 19 45.     (W)     SCALED    
 RL0011* NAVD 88     -       501.562  (meters)    1645.54   (feet)  ADJUSTED  
 RL0011  ___________________________________________________________________
 RL0011  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 RL0011  DYNAMIC HT  -         501.581 (meters)    1645.60  (feet)  COMP
 RL0011  MODELED GRAV-     980,634.2   (mgal)                       NAVD 88
 RL0011
 RL0011  VERT ORDER  -  SECOND    CLASS 0
 RL0011
 RL0011.The horizontal coordinates were scaled from a topographic map and have
 RL0011.an estimated accuracy of +/- 6 seconds.
 RL0011
 RL0011.The orthometric height was determined by differential leveling
 RL0011.and adjusted by the National Geodetic Survey in June 1991..
 RL0011
 RL0011.The geoid height was determined by GEOID03.
 RL0011
 RL0011.The dynamic height is computed by dividing the NAVD 88
 RL0011.geopotential number by the normal gravity value computed on the
 RL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0011.degrees latitude (g = 980.6199 gals.).
 RL0011
 RL0011.The modeled gravity was interpolated from observed gravity values.
 RL0011
 RL0011;                    North         East    Units  Estimated Accuracy
 RL0011;SPC MI N     -   198,540.    7,898,100.      MT  (+/- 180 meters Scaled)
 RL0011
 RL0011                          SUPERSEDED SURVEY CONTROL
 RL0011
 RL0011  NGVD 29 (??/??/92)  501.522  (m)         1645.41   (f) ADJ UNCH    2 0
 RL0011
 RL0011.Superseded values are not recommended for survey control.
 RL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0011.See file dsdata.txt to determine how the superseded data were derived.
 RL0011
 RL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS981573(NAD 83)
 RL0011_MARKER: DB = BENCH MARK DISK
 RL0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0011_SP_SET: ABUTMENT
 RL0011_STAMPING: M 129 1948
 RL0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0011
 RL0011  HISTORY     - Date     Condition        Report By
 RL0011  HISTORY     - 1948     MONUMENTED       CGS
 RL0011  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0011
 RL0011                          STATION DESCRIPTION
 RL0011
 RL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0011'3.6 MI W FROM NESTORIA.
 RL0011'ABOUT 3.55 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0011'RAILWAY FROM THE STATION AT NESTORIA, ABOUT 100 YARDS NORTH OF
 RL0011'THE TRACK, ALONG A GRAVEL ROAD (OLD U.S. HIGHWAY 41), ABOUT
 RL0011'0.8 MILE EAST OF TIOGA SWITCH, SET IN THE TOP OF THE SOUTH
 RL0011'END OF THE WEST ABUTMENT OF A 30-FOOT CONCRETE BRIDGE OVER
 RL0011'TIOGA RIVER, 12 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE
 RL0011'FLOOR AND ABOUT LEVEL WITH THE HIGHWAY.
 RL0011
 RL0011                          STATION RECOVERY (1985)
 RL0011
 RL0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0152 ***********************************************************************
 PL0152  DESIGNATION -  M 13
 PL0152  PID         -  PL0152
 PL0152  STATE/COUNTY-  MI/CRAWFORD
 PL0152  USGS QUAD   -  GRAYLING (1950)
 PL0152
 PL0152                         *CURRENT SURVEY CONTROL
 PL0152  ___________________________________________________________________
 PL0152* NAD 83(1986)-  44 40 03.     (N)    084 43 57.     (W)     SCALED    
 PL0152* NAVD 88     -       349.704  (meters)    1147.32   (feet)  ADJUSTED  
 PL0152  ___________________________________________________________________
 PL0152  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 PL0152  DYNAMIC HT  -         349.655 (meters)    1147.16  (feet)  COMP
 PL0152  MODELED GRAV-     980,469.2   (mgal)                       NAVD 88
 PL0152
 PL0152  VERT ORDER  -  FIRST     CLASS II
 PL0152
 PL0152.The horizontal coordinates were scaled from a topographic map and have
 PL0152.an estimated accuracy of +/- 6 seconds.
 PL0152
 PL0152.The orthometric height was determined by differential leveling
 PL0152.and adjusted by the National Geodetic Survey in June 1991..
 PL0152
 PL0152.The geoid height was determined by GEOID03.
 PL0152
 PL0152.The dynamic height is computed by dividing the NAVD 88
 PL0152.geopotential number by the normal gravity value computed on the
 PL0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0152.degrees latitude (g = 980.6199 gals.).
 PL0152
 PL0152.The modeled gravity was interpolated from observed gravity values.
 PL0152
 PL0152;                    North         East    Units  Estimated Accuracy
 PL0152;SPC MI C     -   150,170.    5,970,990.      MT  (+/- 180 meters Scaled)
 PL0152
 PL0152                          SUPERSEDED SURVEY CONTROL
 PL0152
 PL0152  NGVD 29 (??/??/92)  349.800  (m)         1147.64   (f) ADJ UNCH    1 2
 PL0152
 PL0152.Superseded values are not recommended for survey control.
 PL0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0152.See file dsdata.txt to determine how the superseded data were derived.
 PL0152
 PL0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ797485(NAD 83)
 PL0152_MARKER: DB = BENCH MARK DISK
 PL0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0152_STAMPING: ELEV 1147.635 FT M 13 1916
 PL0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0152+STABILITY: SURFACE MOTION
 PL0152
 PL0152  HISTORY     - Date     Condition        Report By
 PL0152  HISTORY     - 1916     MONUMENTED       CGS
 PL0152  HISTORY     - 1949     GOOD             NGS
 PL0152
 PL0152                          STATION DESCRIPTION
 PL0152
 PL0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 PL0152'0.7 MI NW FROM GRAYLING.
 PL0152'0.7 MILE NORTHWEST OF THE CROSSING OF STATE HIGHWAY M 76 AND 93
 PL0152'AND THE MICHIGAN CENTRAL RAILROAD AT GRAYLING, CRAWFORD COUNTY,
 PL0152'ON THE PORTAGE BRANCH OF THE MICHIGAN CENTRAL RAILROAD (FORMERLY
 PL0152'THE MANISTEE AND NORTHEASTERN RAILROAD), 400 FEET NORTHWEST OF A ROAD
 PL0152'CROSSING, 33.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 8 FEET
 PL0152'SOUTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED ELEV. 1147.635
 PL0152'FT. M 13 1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 PL0152'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0839 ***********************************************************************
 RL0839  DESIGNATION -  M 130
 RL0839  PID         -  RL0839
 RL0839  STATE/COUNTY-  MI/ONTONAGON
 RL0839  USGS QUAD   -  MATCHWOOD NW (1975)
 RL0839
 RL0839                         *CURRENT SURVEY CONTROL
 RL0839  ___________________________________________________________________
 RL0839* NAD 83(1986)-  46 40 43.     (N)    089 23 26.     (W)     SCALED    
 RL0839* NAVD 88     -       347.791  (meters)    1141.04   (feet)  ADJUSTED  
 RL0839  ___________________________________________________________________
 RL0839  GEOID HEIGHT-         -31.23  (meters)                     GEOID03
 RL0839  DYNAMIC HT  -         347.825 (meters)    1141.16  (feet)  COMP
 RL0839  MODELED GRAV-     980,698.9   (mgal)                       NAVD 88
 RL0839
 RL0839  VERT ORDER  -  SECOND    CLASS 0
 RL0839
 RL0839.The horizontal coordinates were scaled from a topographic map and have
 RL0839.an estimated accuracy of +/- 6 seconds.
 RL0839
 RL0839.The orthometric height was determined by differential leveling
 RL0839.and adjusted by the National Geodetic Survey in June 1991..
 RL0839
 RL0839.The geoid height was determined by GEOID03.
 RL0839
 RL0839.The dynamic height is computed by dividing the NAVD 88
 RL0839.geopotential number by the normal gravity value computed on the
 RL0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0839.degrees latitude (g = 980.6199 gals.).
 RL0839
 RL0839.The modeled gravity was interpolated from observed gravity values.
 RL0839
 RL0839;                    North         East    Units  Estimated Accuracy
 RL0839;SPC MI N     -   213,410.    7,817,140.      MT  (+/- 180 meters Scaled)
 RL0839
 RL0839                          SUPERSEDED SURVEY CONTROL
 RL0839
 RL0839  NGVD 29 (??/??/92)  347.799  (m)         1141.07   (f) ADJ UNCH    2 0
 RL0839
 RL0839.Superseded values are not recommended for survey control.
 RL0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0839.See file dsdata.txt to determine how the superseded data were derived.
 RL0839
 RL0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS171722(NAD 83)
 RL0839_MARKER: DB = BENCH MARK DISK
 RL0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0839_STAMPING: M 130 1948
 RL0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0839+STABILITY: SURFACE MOTION
 RL0839
 RL0839  HISTORY     - Date     Condition        Report By
 RL0839  HISTORY     - 1948     MONUMENTED       CGS
 RL0839  HISTORY     - 19960626 GOOD             USPSQD
 RL0839  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0839  HISTORY     - 20040811 GOOD             USPSQD
 RL0839
 RL0839                          STATION DESCRIPTION
 RL0839
 RL0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0839'9.4 MI N FROM MATCHWOOD.
 RL0839'ABOUT 9.35 MILES NORTH ALONG THE ONTONAGON ROAD FROM THE JUNCTION
 RL0839'OF STATE HIGHWAY 28 AT MATCHWOOD, ABOUT 0.15 MILE SOUTH OF A
 RL0839'LANE WEST TO DUBOIS, ABOUT 0.3 MILE NORTH OF A ROAD WEST, SET
 RL0839'IN A SMALL CLEARING, 32 FEET WEST OF THE CENTER LINE OF THE
 RL0839'ROAD, 13 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH
 RL0839'ELM TREE, 24 FEET SOUTH OF A TRIANGULAR BLAZED 14-INCH ELM TREE,
 RL0839'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0839'PROJECTING 12 INCHES.
 RL0839
 RL0839                          STATION RECOVERY (1996)
 RL0839
 RL0839'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0839'RECOVERED IN GOOD CONDITION.
 RL0839
 RL0839                          STATION RECOVERY (2001)
 RL0839
 RL0839'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0839'MARK NOT FOUND.
 RL0839
 RL0839                          STATION RECOVERY (2004)
 RL0839
 RL0839'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1280 ***********************************************************************
 RL1280  DESIGNATION -  M 131
 RL1280  PID         -  RL1280
 RL1280  STATE/COUNTY-  MI/GOGEBIC
 RL1280  USGS QUAD   -  CHANEY LAKE (1982)
 RL1280
 RL1280                         *CURRENT SURVEY CONTROL
 RL1280  ___________________________________________________________________
 RL1280* NAD 83(1986)-  46 32 07.     (N)    089 55 43.     (W)     SCALED    
 RL1280* NAVD 88     -       380.404  (meters)    1248.04   (feet)  ADJUSTED  
 RL1280  ___________________________________________________________________
 RL1280  GEOID HEIGHT-         -30.63  (meters)                     GEOID03
 RL1280  DYNAMIC HT  -         380.430 (meters)    1248.13  (feet)  COMP
 RL1280  MODELED GRAV-     980,671.0   (mgal)                       NAVD 88
 RL1280
 RL1280  VERT ORDER  -  SECOND    CLASS 0
 RL1280
 RL1280.The horizontal coordinates were scaled from a topographic map and have
 RL1280.an estimated accuracy of +/- 6 seconds.
 RL1280
 RL1280.The orthometric height was determined by differential leveling
 RL1280.and adjusted by the National Geodetic Survey in June 1991..
 RL1280
 RL1280.The geoid height was determined by GEOID03.
 RL1280
 RL1280.The dynamic height is computed by dividing the NAVD 88
 RL1280.geopotential number by the normal gravity value computed on the
 RL1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1280.degrees latitude (g = 980.6199 gals.).
 RL1280
 RL1280.The modeled gravity was interpolated from observed gravity values.
 RL1280
 RL1280;                    North         East    Units  Estimated Accuracy
 RL1280;SPC MI N     -   198,870.    7,775,410.      MT  (+/- 180 meters Scaled)
 RL1280
 RL1280                          SUPERSEDED SURVEY CONTROL
 RL1280
 RL1280  NGVD 29 (??/??/92)  380.422  (m)         1248.10   (f) ADJ UNCH    2 0
 RL1280
 RL1280.Superseded values are not recommended for survey control.
 RL1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1280.See file dsdata.txt to determine how the superseded data were derived.
 RL1280
 RL1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS754576(NAD 83)
 RL1280_MARKER: DB = BENCH MARK DISK
 RL1280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL1280_SP_SET: BRIDGE
 RL1280_STAMPING: M 131 1948
 RL1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1280
 RL1280  HISTORY     - Date     Condition        Report By
 RL1280  HISTORY     - 1948     MONUMENTED       CGS
 RL1280  HISTORY     - 1985     GOOD             NGS
 RL1280  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1280
 RL1280                          STATION DESCRIPTION
 RL1280
 RL1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1280'1.2 MI N FROM THOMASTON.
 RL1280'ABOUT 1.25 MILES NORTH ALONG THE PRESQUE ISLE PARK ROAD FROM THE
 RL1280'DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY CROSSING IN THOMASTON,
 RL1280'SET IN THE TOP OF THE SOUTHWEST CONCRETE WINGWALL OF A 47-FOOT
 RL1280'STEEL GIRDER BRIDGE OVER JACKSON CREEK, 13 FEET WEST OF THE
 RL1280'CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 RL1280
 RL1280                          STATION RECOVERY (1985)
 RL1280
 RL1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1280'RECOVERED IN GOOD CONDITION.
 RL1280
 RL1280                          STATION RECOVERY (1987)
 RL1280
 RL1280'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0050 ***********************************************************************
 RM0050  DESIGNATION -  M 132
 RM0050  PID         -  RM0050
 RM0050  STATE/COUNTY-  MI/GOGEBIC
 RM0050  USGS QUAD   -  PINE LAKE (1973)
 RM0050
 RM0050                         *CURRENT SURVEY CONTROL
 RM0050  ___________________________________________________________________
 RM0050* NAD 83(1986)-  46 31 12.     (N)    090 08 06.     (W)     SCALED    
 RM0050* NAVD 88     -       380.541  (meters)    1248.49   (feet)  ADJUSTED  
 RM0050  ___________________________________________________________________
 RM0050  GEOID HEIGHT-         -30.65  (meters)                     GEOID03
 RM0050  DYNAMIC HT  -         380.570 (meters)    1248.59  (feet)  COMP
 RM0050  MODELED GRAV-     980,677.9   (mgal)                       NAVD 88
 RM0050
 RM0050  VERT ORDER  -  FIRST     CLASS II
 RM0050
 RM0050.This mark is at Gogebic County Airport (IWD)
 RM0050
 RM0050.The horizontal coordinates were scaled from a topographic map and have
 RM0050.an estimated accuracy of +/- 6 seconds.
 RM0050
 RM0050.The orthometric height was determined by differential leveling
 RM0050.and adjusted by the National Geodetic Survey in June 1991..
 RM0050
 RM0050.The geoid height was determined by GEOID03.
 RM0050
 RM0050.The dynamic height is computed by dividing the NAVD 88
 RM0050.geopotential number by the normal gravity value computed on the
 RM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0050.degrees latitude (g = 980.6199 gals.).
 RM0050
 RM0050.The modeled gravity was interpolated from observed gravity values.
 RM0050
 RM0050;                    North         East    Units  Estimated Accuracy
 RM0050;SPC MI N     -   197,780.    7,759,520.      MT  (+/- 180 meters Scaled)
 RM0050
 RM0050                          SUPERSEDED SURVEY CONTROL
 RM0050
 RM0050  NGVD 29 (??/??/92)  380.562  (m)         1248.56   (f) ADJ UNCH    1 2
 RM0050
 RM0050.Superseded values are not recommended for survey control.
 RM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0050.See file dsdata.txt to determine how the superseded data were derived.
 RM0050
 RM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM197558(NAD 83)
 RM0050_MARKER: DB = BENCH MARK DISK
 RM0050_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RM0050_SP_SET: ARCHWAY
 RM0050_STAMPING: M 132 1948
 RM0050_MARK LOGO: CGS   
 RM0050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RM0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RM0050+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2005
 RM0050
 RM0050  HISTORY     - Date     Condition        Report By
 RM0050  HISTORY     - 1948     MONUMENTED       CGS
 RM0050  HISTORY     - 1981     GOOD             USGS
 RM0050  HISTORY     - 1982     GOOD             NGS
 RM0050  HISTORY     - 1987     GOOD             USPSQD
 RM0050  HISTORY     - 19960625 GOOD             USPSQD
 RM0050  HISTORY     - 20020613 GOOD             USPSQD
 RM0050  HISTORY     - 20030822 GOOD             USPSQD
 RM0050  HISTORY     - 20050323 GOOD             USPSQD
 RM0050
 RM0050                          STATION DESCRIPTION
 RM0050
 RM0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0050'1.7 MI NE FROM NORTH IRONWOOD.
 RM0050'ABOUT 0.7 MILE NORTH ALONG A ROAD TO LITTLE GIRLS POINT PARK FROM
 RM0050'THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION AT NORTH
 RM0050'IRONWOOD, THENCE ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD, ABOUT
 RM0050'0.2 MILE WEST OF THE HANGAR AT THE GOGEBIC COUNTY AIRPORT,
 RM0050'AT THE ROOSEVELT SCHOOL, SET VERTICALLY IN THE EAST FACE OF THE
 RM0050'NORTH ARCHWAY TO THE EAST ENTRANCE TO THE SCHOOL, ABOUT 10 FEET
 RM0050'NORTH OF THE CENTER OF THE ENTRANCE AND 2 FEET ABOVE THE PAVED
 RM0050'WALK.
 RM0050
 RM0050                          STATION RECOVERY (1981)
 RM0050
 RM0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 RM0050'RECOVERED IN GOOD CONDITION.
 RM0050
 RM0050                          STATION RECOVERY (1982)
 RM0050
 RM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0050'RECOVERED THIS DATE.  WILL PROBABLY BE DESTROYED IN THE NEAR FUTURE
 RM0050'DUE TO NEW CONSTRUCTION OF BUILDING.
 RM0050
 RM0050                          STATION RECOVERY (1987)
 RM0050
 RM0050'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0050'RECOVERED IN GOOD CONDITION.
 RM0050
 RM0050                          STATION RECOVERY (1996)
 RM0050
 RM0050'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0050'RECOVERED IN GOOD CONDITION.
 RM0050
 RM0050                          STATION RECOVERY (2002)
 RM0050
 RM0050'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0050'RECOVERED IN GOOD CONDITION.
 RM0050
 RM0050                          STATION RECOVERY (2003)
 RM0050
 RM0050'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0050'RECOVERED IN GOOD CONDITION.  ADD-- THE STATION IS ABOUT 200 FEET
 RM0050'SOUTH OF AIRPORT ROAD ON THE WEST SIDE OF SKYDALE DRIVE.  NOTE-- THE
 RM0050'SCHOOL HAS BEEN CONVERTED AND EXPANDED INTO AN APARTMENT BUILDING.
 RM0050
 RM0050                          STATION RECOVERY (2005)
 RM0050
 RM0050'RECOVERY NOTE BY US POWER SQUADRON 2005 (CLB)
 RM0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0031 ***********************************************************************
 RM0031  DESIGNATION -  M 133
 RM0031  PID         -  RM0031
 RM0031  STATE/COUNTY-  MI/GOGEBIC
 RM0031  USGS QUAD   -  LITTLE GIRLS POINT (1980)
 RM0031
 RM0031                         *CURRENT SURVEY CONTROL
 RM0031  ___________________________________________________________________
 RM0031* NAD 83(1986)-  46 35 36.     (N)    090 18 34.     (W)     SCALED    
 RM0031* NAVD 88     -       229.320  (meters)     752.36   (feet)  ADJUSTED  
 RM0031  ___________________________________________________________________
 RM0031  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 RM0031  DYNAMIC HT  -         229.343 (meters)     752.44  (feet)  COMP
 RM0031  MODELED GRAV-     980,708.2   (mgal)                       NAVD 88
 RM0031
 RM0031  VERT ORDER  -  SECOND    CLASS 0
 RM0031
 RM0031.The horizontal coordinates were scaled from a topographic map and have
 RM0031.an estimated accuracy of +/- 6 seconds.
 RM0031
 RM0031.The orthometric height was determined by differential leveling
 RM0031.and adjusted by the National Geodetic Survey in June 1991..
 RM0031
 RM0031.The geoid height was determined by GEOID03.
 RM0031
 RM0031.The dynamic height is computed by dividing the NAVD 88
 RM0031.geopotential number by the normal gravity value computed on the
 RM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0031.degrees latitude (g = 980.6199 gals.).
 RM0031
 RM0031.The modeled gravity was interpolated from observed gravity values.
 RM0031
 RM0031;                    North         East    Units  Estimated Accuracy
 RM0031;SPC MI N     -   206,470.    7,746,490.      MT  (+/- 180 meters Scaled)
 RM0031
 RM0031                          SUPERSEDED SURVEY CONTROL
 RM0031
 RM0031  NGVD 29 (??/??/92)  229.349  (m)          752.46   (f) ADJ UNCH    2 0
 RM0031
 RM0031.Superseded values are not recommended for survey control.
 RM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0031.See file dsdata.txt to determine how the superseded data were derived.
 RM0031
 RM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM060634(NAD 83)
 RM0031_MARKER: DB = BENCH MARK DISK
 RM0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0031_STAMPING: M 133 1948
 RM0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0031+STABILITY: SURFACE MOTION
 RM0031
 RM0031  HISTORY     - Date     Condition        Report By
 RM0031  HISTORY     - 1948     MONUMENTED       CGS
 RM0031  HISTORY     - 1987     GOOD             USPSQD
 RM0031  HISTORY     - 19960625 GOOD             USPSQD
 RM0031  HISTORY     - 20020613 GOOD             USPSQD
 RM0031
 RM0031                          STATION DESCRIPTION
 RM0031
 RM0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RM0031'12.4 MI NW FROM NORTH IRONWOOD.
 RM0031'ABOUT 12.45 MILES NORTHWEST ALONG A ROAD TO LITTLE GIRLS POINT
 RM0031'PARK FROM THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY STATION
 RM0031'AT NORTH IRONWOOD, ABOUT 0.35 MILE EAST OF A CURVE EAST AND
 RM0031'NORTHWEST, ABOUT 1.0 MILE SOUTHEAST OF LAKE SCHOOL, SET ABOUT
 RM0031'85 FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER
 RM0031'OF A SMALL CLEARING, ABOUT 0.1 MILE EAST OF THE CENTER OF A
 RM0031'DRIVE TO A SMALL LOG HOUSE ON SOUTH SIDE OF ROAD, 38 FEET NORTH
 RM0031'OF THE CENTER LINE OF THE ROAD, 17 FEET NORTHEAST OF A TELEPHONE
 RM0031'POLE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 RM0031'POST PROJECTING 4 INCHES.
 RM0031
 RM0031                          STATION RECOVERY (1987)
 RM0031
 RM0031'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RM0031'RECOVERED IN GOOD CONDITION.
 RM0031
 RM0031                          STATION RECOVERY (1996)
 RM0031
 RM0031'RECOVERY NOTE BY US POWER SQUADRON 1996
 RM0031'RECOVERED IN GOOD CONDITION.
 RM0031
 RM0031                          STATION RECOVERY (2002)
 RM0031
 RM0031'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RM0031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1399 ***********************************************************************
 RL1399  DESIGNATION -  M 134
 RL1399  PID         -  RL1399
 RL1399  STATE/COUNTY-  MI/ONTONAGON
 RL1399  USGS QUAD   -  BERGLAND NE (1975)
 RL1399
 RL1399                         *CURRENT SURVEY CONTROL
 RL1399  ___________________________________________________________________
 RL1399* NAD 83(1986)-  46 40 53.     (N)    089 36 13.     (W)     SCALED    
 RL1399* NAVD 88     -       341.034  (meters)    1118.88   (feet)  ADJUSTED  
 RL1399  ___________________________________________________________________
 RL1399  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1399  DYNAMIC HT  -         341.070 (meters)    1118.99  (feet)  COMP
 RL1399  MODELED GRAV-     980,708.5   (mgal)                       NAVD 88
 RL1399
 RL1399  VERT ORDER  -  SECOND    CLASS 0
 RL1399
 RL1399.The horizontal coordinates were scaled from a topographic map and have
 RL1399.an estimated accuracy of +/- 6 seconds.
 RL1399
 RL1399.The orthometric height was determined by differential leveling
 RL1399.and adjusted by the National Geodetic Survey in June 1991..
 RL1399
 RL1399.The geoid height was determined by GEOID03.
 RL1399
 RL1399.The dynamic height is computed by dividing the NAVD 88
 RL1399.geopotential number by the normal gravity value computed on the
 RL1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1399.degrees latitude (g = 980.6199 gals.).
 RL1399
 RL1399.The modeled gravity was interpolated from observed gravity values.
 RL1399
 RL1399;                    North         East    Units  Estimated Accuracy
 RL1399;SPC MI N     -   214,230.    7,800,860.      MT  (+/- 180 meters Scaled)
 RL1399
 RL1399                          SUPERSEDED SURVEY CONTROL
 RL1399
 RL1399  NGVD 29 (??/??/92)  341.052  (m)         1118.93   (f) ADJ UNCH    2 0
 RL1399
 RL1399.Superseded values are not recommended for survey control.
 RL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1399.See file dsdata.txt to determine how the superseded data were derived.
 RL1399
 RL1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS008730(NAD 83)
 RL1399_MARKER: DB = BENCH MARK DISK
 RL1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1399_STAMPING: M 134 1948
 RL1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1399+STABILITY: SURFACE MOTION
 RL1399
 RL1399  HISTORY     - Date     Condition        Report By
 RL1399  HISTORY     - 1948     MONUMENTED       CGS
 RL1399
 RL1399                          STATION DESCRIPTION
 RL1399
 RL1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1399'8.1 MI NW FROM BERGLAND.
 RL1399'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 64 FROM ITS JUNCTION
 RL1399'WITH STATE HIGHWAY 28 IN BERGLAND, THENCE 5.0 MILES NORTHWEST
 RL1399'ALONG A ROAD LEADING TO WHITE PINE EXTENSION MINE, THENCE 1.1
 RL1399'MILE NORTHEAST ALONG A LOGGING ROAD, IN A VERY SMALL CLEARING
 RL1399'ON THE WEST SIDE OF THE ROAD, 54 FEET NORTH OF A 6-INCH
 RL1399'TRIANGULAR BLAZED MAPLE, 53 FEET WEST-NORTHWEST AND ACROSS THE
 RL1399'ROAD FROM A 6-INCH TRIANGULAR BLAZED PINE TREE, 26 FEET WEST
 RL1399'OF THE CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN
 RL1399'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 RL1399'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1297 ***********************************************************************
 RL1297  DESIGNATION -  M 135
 RL1297  PID         -  RL1297
 RL1297  STATE/COUNTY-  MI/ONTONAGON
 RL1297  USGS QUAD   -  WHITE PINE (1956)
 RL1297
 RL1297                         *CURRENT SURVEY CONTROL
 RL1297  ___________________________________________________________________
 RL1297* NAD 83(1986)-  46 50 16.     (N)    089 31 30.     (W)     SCALED    
 RL1297* NAVD 88     -       186.189  (meters)     610.86   (feet)  ADJUSTED  
 RL1297  ___________________________________________________________________
 RL1297  GEOID HEIGHT-         -31.03  (meters)                     GEOID03
 RL1297  DYNAMIC HT  -         186.220 (meters)     610.96  (feet)  COMP
 RL1297  MODELED GRAV-     980,773.8   (mgal)                       NAVD 88
 RL1297
 RL1297  VERT ORDER  -  SECOND    CLASS 0
 RL1297
 RL1297.The horizontal coordinates were scaled from a topographic map and have
 RL1297.an estimated accuracy of +/- 6 seconds.
 RL1297
 RL1297.The orthometric height was determined by differential leveling
 RL1297.and adjusted by the National Geodetic Survey in June 1991..
 RL1297
 RL1297.The geoid height was determined by GEOID03.
 RL1297
 RL1297.The dynamic height is computed by dividing the NAVD 88
 RL1297.geopotential number by the normal gravity value computed on the
 RL1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1297.degrees latitude (g = 980.6199 gals.).
 RL1297
 RL1297.The modeled gravity was interpolated from observed gravity values.
 RL1297
 RL1297;                    North         East    Units  Estimated Accuracy
 RL1297;SPC MI N     -   231,410.    7,807,420.      MT  (+/- 180 meters Scaled)
 RL1297
 RL1297                          SUPERSEDED SURVEY CONTROL
 RL1297
 RL1297  NGVD 29 (??/??/92)  186.224  (m)          610.97   (f) ADJ UNCH    2 0
 RL1297
 RL1297.Superseded values are not recommended for survey control.
 RL1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1297.See file dsdata.txt to determine how the superseded data were derived.
 RL1297
 RL1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS074902(NAD 83)
 RL1297_MARKER: DB = BENCH MARK DISK
 RL1297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1297_SP_SET: CULVERT
 RL1297_STAMPING: M 135 1948
 RL1297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1297+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2004
 RL1297
 RL1297  HISTORY     - Date     Condition        Report By
 RL1297  HISTORY     - 1948     MONUMENTED       CGS
 RL1297  HISTORY     - 19950614 GOOD             USPSQD
 RL1297  HISTORY     - 20040802 GOOD             USPSQD
 RL1297
 RL1297                          STATION DESCRIPTION
 RL1297
 RL1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1297'2.1 MI NE FROM SILVER CITY.
 RL1297'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM ITS
 RL1297'JUNCTION WITH STATE HIGHWAY 107 IN SILVER CITY, IN THE TOP
 RL1297'OF THE WEST END OF THE NORTH HEAD WALL OF A 6-FOOT CONCRETE BOX
 RL1297'CULVERT (NO. 112 - 60), 24 FEET NORTH OF THE CENTER LINE OF
 RL1297'THE HIGHWAY AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 RL1297
 RL1297                          STATION RECOVERY (1995)
 RL1297
 RL1297'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1297'RECOVERED IN GOOD CONDITION.
 RL1297
 RL1297                          STATION RECOVERY (2004)
 RL1297
 RL1297'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1312 ***********************************************************************
 RL1312  DESIGNATION -  M 136
 RL1312  PID         -  RL1312
 RL1312  STATE/COUNTY-  MI/ONTONAGON
 RL1312  USGS QUAD   -  GOVERNMENT PEAK (1981)
 RL1312
 RL1312                         *CURRENT SURVEY CONTROL
 RL1312  ___________________________________________________________________
 RL1312* NAD 83(1986)-  46 48 45.     (N)    089 44 37.     (W)     SCALED    
 RL1312* NAVD 88     -       347.747  (meters)    1140.90   (feet)  ADJUSTED  
 RL1312  ___________________________________________________________________
 RL1312  GEOID HEIGHT-         -30.78  (meters)                     GEOID03
 RL1312  DYNAMIC HT  -         347.795 (meters)    1141.06  (feet)  COMP
 RL1312  MODELED GRAV-     980,743.3   (mgal)                       NAVD 88
 RL1312
 RL1312  VERT ORDER  -  SECOND    CLASS 0
 RL1312
 RL1312.The horizontal coordinates were scaled from a topographic map and have
 RL1312.an estimated accuracy of +/- 6 seconds.
 RL1312
 RL1312.The orthometric height was determined by differential leveling
 RL1312.and adjusted by the National Geodetic Survey in June 1991..
 RL1312
 RL1312.The geoid height was determined by GEOID03.
 RL1312
 RL1312.The dynamic height is computed by dividing the NAVD 88
 RL1312.geopotential number by the normal gravity value computed on the
 RL1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1312.degrees latitude (g = 980.6199 gals.).
 RL1312
 RL1312.The modeled gravity was interpolated from observed gravity values.
 RL1312
 RL1312;                    North         East    Units  Estimated Accuracy
 RL1312;SPC MI N     -   229,160.    7,790,660.      MT  (+/- 180 meters Scaled)
 RL1312
 RL1312                          SUPERSEDED SURVEY CONTROL
 RL1312
 RL1312  NGVD 29 (??/??/92)  347.776  (m)         1141.00   (f) ADJ UNCH    2 0
 RL1312
 RL1312.Superseded values are not recommended for survey control.
 RL1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1312.See file dsdata.txt to determine how the superseded data were derived.
 RL1312
 RL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS906879(NAD 83)
 RL1312_MARKER: DB = BENCH MARK DISK
 RL1312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1312_SP_SET: CULVERT
 RL1312_STAMPING: M 136 1948
 RL1312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1312+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2004
 RL1312
 RL1312  HISTORY     - Date     Condition        Report By
 RL1312  HISTORY     - 1948     MONUMENTED       CGS
 RL1312  HISTORY     - 1987     GOOD             USPSQD
 RL1312  HISTORY     - 1989     GOOD             USPSQD
 RL1312  HISTORY     - 19950614 GOOD             USPSQD
 RL1312  HISTORY     - 20040723 GOOD             MIDT
 RL1312
 RL1312                          STATION DESCRIPTION
 RL1312
 RL1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1312'8.5 MI SW FROM SILVER CITY.
 RL1312'ABOUT 8.5 MILES SOUTHWEST ALONG STATE HIGHWAY 107 FROM ITS
 RL1312'JUNCTION WITH STATE HIGHWAY 64 IN SILVER CITY, 0.5 MILE WEST
 RL1312'OF THE JUNCTION OF THE TRAIL TO LAKE OF THE CLOUDS, 0.95 MILE
 RL1312'EAST OF THE WEST END OF HIGHWAY 107, SET IN THE WEST END OF THE
 RL1312'SOUTH HEADWALL OF A 30-INCH PIPE CULVERT, 22 FEET SOUTH OF THE
 RL1312'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL
 RL1312'OF THE HIGHWAY.
 RL1312
 RL1312                          STATION RECOVERY (1987)
 RL1312
 RL1312'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1312'RECOVERED IN GOOD CONDITION.
 RL1312
 RL1312                          STATION RECOVERY (1989)
 RL1312
 RL1312'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1312'RECOVERED IN GOOD CONDITION.
 RL1312
 RL1312                          STATION RECOVERY (1995)
 RL1312
 RL1312'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1312'RECOVERED IN GOOD CONDITION.
 RL1312
 RL1312                          STATION RECOVERY (2004)
 RL1312
 RL1312'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2004 (BLJ)
 RL1312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0877 ***********************************************************************
 RL0877  DESIGNATION -  M 137
 RL0877  PID         -  RL0877
 RL0877  STATE/COUNTY-  MI/ONTONAGON
 RL0877  USGS QUAD   -  
 RL0877
 RL0877                         *CURRENT SURVEY CONTROL
 RL0877  ___________________________________________________________________
 RL0877* NAD 83(1986)-  46 45 25.     (N)    089 05 34.     (W)     SCALED    
 RL0877* NAVD 88     -       318.400  (meters)    1044.62   (feet)  ADJUSTED  
 RL0877  ___________________________________________________________________
 RL0877  GEOID HEIGHT-         -32.00  (meters)                     GEOID03
 RL0877  DYNAMIC HT  -         318.429 (meters)    1044.71  (feet)  COMP
 RL0877  MODELED GRAV-     980,695.0   (mgal)                       NAVD 88
 RL0877
 RL0877  VERT ORDER  -  SECOND    CLASS 0
 RL0877
 RL0877.The horizontal coordinates were scaled from a topographic map and have
 RL0877.an estimated accuracy of +/- 6 seconds.
 RL0877
 RL0877.The orthometric height was determined by differential leveling
 RL0877.and adjusted by the National Geodetic Survey in June 1991..
 RL0877
 RL0877.The geoid height was determined by GEOID03.
 RL0877
 RL0877.The dynamic height is computed by dividing the NAVD 88
 RL0877.geopotential number by the normal gravity value computed on the
 RL0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0877.degrees latitude (g = 980.6199 gals.).
 RL0877
 RL0877.The modeled gravity was interpolated from observed gravity values.
 RL0877
 RL0877;                    North         East    Units  Estimated Accuracy
 RL0877;SPC MI N     -   221,470.    7,840,140.      MT  (+/- 180 meters Scaled)
 RL0877
 RL0877                          SUPERSEDED SURVEY CONTROL
 RL0877
 RL0877  NGVD 29 (??/??/92)  318.406  (m)         1044.64   (f) ADJ UNCH    2 0
 RL0877
 RL0877.Superseded values are not recommended for survey control.
 RL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0877.See file dsdata.txt to determine how the superseded data were derived.
 RL0877
 RL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS401802(NAD 83)
 RL0877_MARKER: DB = BENCH MARK DISK
 RL0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0877_STAMPING: M 137 1948
 RL0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0877+STABILITY: SURFACE MOTION
 RL0877
 RL0877  HISTORY     - Date     Condition        Report By
 RL0877  HISTORY     - 1948     MONUMENTED       CGS
 RL0877  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0877  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0877  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL0877
 RL0877                          STATION DESCRIPTION
 RL0877
 RL0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0877'0.8 MI SW FROM MASS.
 RL0877'ABOUT 0.75 MILE SOUTHWEST ALONG STATE HIGHWAY 26 FROM THE MAIN
 RL0877'CROSSROAD AND CO-OP STORE AT MASS, SET IN THE NORTHEAST QUARTER
 RL0877'OF A DIM CROSSROAD, 75 FEET NORTHWEST OF THE NORTH END OF A
 RL0877'4-FOOT CONCRETE CULVERT, 66 FEET NORTH OF THE CENTER LINE OF
 RL0877'THE HIGHWAY, 10 FEET EAST OF THE CENTER LINE OF THE DIM ROAD,
 RL0877'52 FEET NORTH OF THE WEST END POST OF A GUARD RAIL FENCE ALONG
 RL0877'HIGHWAY, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 3
 RL0877'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0877'PROJECTING 4 INCHES.
 RL0877
 RL0877                          STATION RECOVERY (1988)
 RL0877
 RL0877'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0877'MARK NOT FOUND.
 RL0877
 RL0877                          STATION RECOVERY (2001)
 RL0877
 RL0877'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0877'MARK NOT FOUND.
 RL0877
 RL0877                          STATION RECOVERY (2004)
 RL0877
 RL0877'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0877'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0778 ***********************************************************************
 RL0778  DESIGNATION -  M 138
 RL0778  PID         -  RL0778
 RL0778  STATE/COUNTY-  MI/ONTONAGON
 RL0778  USGS QUAD   -  
 RL0778
 RL0778                         *CURRENT SURVEY CONTROL
 RL0778  ___________________________________________________________________
 RL0778* NAD 83(1986)-  46 36 28.     (N)    089 03 27.     (W)     SCALED    
 RL0778* NAVD 88     -       347.543  (meters)    1140.23   (feet)  ADJUSTED  
 RL0778  ___________________________________________________________________
 RL0778  GEOID HEIGHT-         -32.24  (meters)                     GEOID03
 RL0778  DYNAMIC HT  -         347.560 (meters)    1140.29  (feet)  COMP
 RL0778  MODELED GRAV-     980,652.4   (mgal)                       NAVD 88
 RL0778
 RL0778  VERT ORDER  -  SECOND    CLASS 0
 RL0778
 RL0778.The horizontal coordinates were scaled from a topographic map and have
 RL0778.an estimated accuracy of +/- 6 seconds.
 RL0778
 RL0778.The orthometric height was determined by differential leveling
 RL0778.and adjusted by the National Geodetic Survey in June 1991..
 RL0778
 RL0778.The geoid height was determined by GEOID03.
 RL0778
 RL0778.The dynamic height is computed by dividing the NAVD 88
 RL0778.geopotential number by the normal gravity value computed on the
 RL0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0778.degrees latitude (g = 980.6199 gals.).
 RL0778
 RL0778.The modeled gravity was interpolated from observed gravity values.
 RL0778
 RL0778;                    North         East    Units  Estimated Accuracy
 RL0778;SPC MI N     -   204,820.    7,842,400.      MT  (+/- 180 meters Scaled)
 RL0778
 RL0778                          SUPERSEDED SURVEY CONTROL
 RL0778
 RL0778  NGVD 29 (??/??/92)  347.553  (m)         1140.26   (f) ADJ UNCH    2 0
 RL0778
 RL0778.Superseded values are not recommended for survey control.
 RL0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0778.See file dsdata.txt to determine how the superseded data were derived.
 RL0778
 RL0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS424636(NAD 83)
 RL0778_MARKER: DB = BENCH MARK DISK
 RL0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0778_STAMPING: M 138 1948
 RL0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0778+STABILITY: SURFACE MOTION
 RL0778
 RL0778  HISTORY     - Date     Condition        Report By
 RL0778  HISTORY     - 1948     MONUMENTED       CGS
 RL0778  HISTORY     - 20010615 GOOD             USPSQD
 RL0778  HISTORY     - 20040713 POOR             GEOCAC
 RL0778  HISTORY     - 20040810 GOOD             USPSQD
 RL0778
 RL0778                          STATION DESCRIPTION
 RL0778
 RL0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0778'10.8 MI N FROM TROUT CREEK.
 RL0778'ABOUT 10.75 MILES NORTH ALONG A GRAVEL ROAD TO MASS FROM THE
 RL0778'POST OFFICE AT TROUT CREEK, ABOUT 0.45 MILE NORTHWEST OF A CURVE
 RL0778'IN THE ROAD WITH TANGENTS NORTHWEST AND SOUTH AND THE CROSSING
 RL0778'OF A POWER TRANSMISSION LINE, SET IN THE WEST CORNER OF THE
 RL0778'JUNCTION OF A PRIVATE ROAD SOUTHWEST, ABOUT 200 YARDS NORTHEAST
 RL0778'OF AN OLD ABANDONED SAW MILL, 41 FEET SOUTHWEST OF THE CENTER
 RL0778'LINE OF THE ROAD, 23 FEET NORTHWEST OF THE CENTER LINE OF THE
 RL0778'SIDE ROAD, 57 FEET NORTHWEST AND ACROSS THE ROAD FROM USGS TBM
 RL0778'1139.3, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0778'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0778'PROJECTING 6 IN.
 RL0778
 RL0778                          STATION RECOVERY (2001)
 RL0778
 RL0778'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0778'RECOVERED IN GOOD CONDITION.
 RL0778
 RL0778                          STATION RECOVERY (2004)
 RL0778
 RL0778'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL0778'NAD 83 -  46 36 28.0 (N) -  089 03 28.0 (W)  HANDHELD DGPS
 RL0778' 
 RL0778'MARK IS LOCATED ALONG GARDNER ROAD.  39 FT WEST OF ROAD C/L, 30 FT
 RL0778'NORTH OF TRAIL WEST, 3 FT WEST OF TOP OF BANK AND 1.5 FT WEST OF MWP.
 RL0778
 RL0778                          STATION RECOVERY (2004)
 RL0778
 RL0778'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0544 ***********************************************************************
 RL0544  DESIGNATION -  M 139
 RL0544  PID         -  RL0544
 RL0544  STATE/COUNTY-  MI/HOUGHTON
 RL0544  USGS QUAD   -  
 RL0544
 RL0544                         *CURRENT SURVEY CONTROL
 RL0544  ___________________________________________________________________
 RL0544* NAD 83(1986)-  46 31 59.     (N)    088 53 14.     (W)     SCALED    
 RL0544* NAVD 88     -       361.678  (meters)    1186.61   (feet)  ADJUSTED  
 RL0544  ___________________________________________________________________
 RL0544  GEOID HEIGHT-         -32.44  (meters)                     GEOID03
 RL0544  DYNAMIC HT  -         361.690 (meters)    1186.64  (feet)  COMP
 RL0544  MODELED GRAV-     980,636.4   (mgal)                       NAVD 88
 RL0544
 RL0544  VERT ORDER  -  SECOND    CLASS 0
 RL0544
 RL0544.The horizontal coordinates were scaled from a topographic map and have
 RL0544.an estimated accuracy of +/- 6 seconds.
 RL0544
 RL0544.The orthometric height was determined by differential leveling
 RL0544.and adjusted by the National Geodetic Survey in June 1991..
 RL0544
 RL0544.The geoid height was determined by GEOID03.
 RL0544
 RL0544.The dynamic height is computed by dividing the NAVD 88
 RL0544.geopotential number by the normal gravity value computed on the
 RL0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0544.degrees latitude (g = 980.6199 gals.).
 RL0544
 RL0544.The modeled gravity was interpolated from observed gravity values.
 RL0544
 RL0544;                    North         East    Units  Estimated Accuracy
 RL0544;SPC MI N     -   196,200.    7,855,250.      MT  (+/- 180 meters Scaled)
 RL0544
 RL0544                          SUPERSEDED SURVEY CONTROL
 RL0544
 RL0544  NGVD 29 (??/??/92)  361.686  (m)         1186.63   (f) ADJ UNCH    2 0
 RL0544
 RL0544.Superseded values are not recommended for survey control.
 RL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0544.See file dsdata.txt to determine how the superseded data were derived.
 RL0544
 RL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS552550(NAD 83)
 RL0544_MARKER: DB = BENCH MARK DISK
 RL0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0544_STAMPING: M 139 1948
 RL0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0544+STABILITY: SURFACE MOTION
 RL0544
 RL0544  HISTORY     - Date     Condition        Report By
 RL0544  HISTORY     - 1948     MONUMENTED       CGS
 RL0544  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0544  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0544
 RL0544                          STATION DESCRIPTION
 RL0544
 RL0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0544'3.6 MI NE FROM KENTON.
 RL0544'0.3 MILE EAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT
 RL0544'KENTON, THENCE ABOUT 3.25 MILES NORTH ALONG A GRAVEL ROAD, ABOUT
 RL0544'0.5 MILE NORTH OF A BRIDGE OVER BIG BEAVER CREEK, ON THE SOUTH
 RL0544'SLOPE OF A LONG GRADE, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 RL0544'OF A DIM SIDE ROAD EAST, 28 FEET EAST OF THE CENTER LINE OF THE
 RL0544'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST,
 RL0544'54 FEET NORTH OF THE PROLONGED CENTER LINE OF A DIM ROAD WEST,
 RL0544'73 FEET SOUTH-SOUTHEAST OF THE 1ST TELEPHONE POLE NORTH OF THE
 RL0544'DIM ROAD EAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 RL0544'2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 RL0544'PROJECTING 4 IN.
 RL0544
 RL0544                          STATION RECOVERY (1978)
 RL0544
 RL0544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0544'MARK NOT FOUND.
 RL0544
 RL0544                          STATION RECOVERY (1985)
 RL0544
 RL0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0227 ***********************************************************************
 PL0227  DESIGNATION -  M 14
 PL0227  PID         -  PL0227
 PL0227  STATE/COUNTY-  MI/WEXFORD
 PL0227  USGS QUAD   -  
 PL0227
 PL0227                         *CURRENT SURVEY CONTROL
 PL0227  ___________________________________________________________________
 PL0227* NAD 83(1986)-  44 21 12.     (N)    085 25 57.     (W)     SCALED    
 PL0227* NAVD 88     -       420.312  (meters)    1378.97   (feet)  ADJUSTED  
 PL0227  ___________________________________________________________________
 PL0227  GEOID HEIGHT-         -33.46  (meters)                     GEOID03
 PL0227  DYNAMIC HT  -         420.258 (meters)    1378.80  (feet)  COMP
 PL0227  MODELED GRAV-     980,474.9   (mgal)                       NAVD 88
 PL0227
 PL0227  VERT ORDER  -  FIRST     CLASS II
 PL0227
 PL0227.The horizontal coordinates were scaled from a topographic map and have
 PL0227.an estimated accuracy of +/- 6 seconds.
 PL0227
 PL0227.The orthometric height was determined by differential leveling
 PL0227.and adjusted by the National Geodetic Survey in June 1991..
 PL0227
 PL0227.The geoid height was determined by GEOID03.
 PL0227
 PL0227.The dynamic height is computed by dividing the NAVD 88
 PL0227.geopotential number by the normal gravity value computed on the
 PL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0227.degrees latitude (g = 980.6199 gals.).
 PL0227
 PL0227.The modeled gravity was interpolated from observed gravity values.
 PL0227
 PL0227;                    North         East    Units  Estimated Accuracy
 PL0227;SPC MI C     -   115,750.    5,915,030.      MT  (+/- 180 meters Scaled)
 PL0227
 PL0227                          SUPERSEDED SURVEY CONTROL
 PL0227
 PL0227  NGVD 29 (??/??/92)  420.399  (m)         1379.26   (f) ADJ UNCH    1 2
 PL0227
 PL0227.Superseded values are not recommended for survey control.
 PL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0227.See file dsdata.txt to determine how the superseded data were derived.
 PL0227
 PL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ249123(NAD 83)
 PL0227_MARKER: DB = BENCH MARK DISK
 PL0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0227_STAMPING: 1379.259 FT M 14 1916
 PL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0227+STABILITY: SURFACE MOTION
 PL0227
 PL0227  HISTORY     - Date     Condition        Report By
 PL0227  HISTORY     - 1916     MONUMENTED       CGS
 PL0227  HISTORY     - 1934     GOOD             NGS
 PL0227  HISTORY     - 19960705 GOOD             USPSQD
 PL0227
 PL0227                          STATION DESCRIPTION
 PL0227
 PL0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0227'1.8 MI S FROM GILBERT.
 PL0227'1.8 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 PL0227'AT GILBERT, AT A ROAD CROSSING, 33 FEET SOUTH OF THE CENTERLINE
 PL0227'OF THE ROAD, 36.5 FEET EAST OF THE EAST RAIL, AND AT THE SOUTHEAST
 PL0227'FENCE CORNER.  A STANDARD DISK, STAMPED ELEV. 1379.259 FT. M 14
 PL0227'1916 AND SET IN THE TOP OF A CONCRETE-FILLED TILE PROJECTING
 PL0227'3 INCHES ABOVE GROUND.
 PL0227
 PL0227                          STATION RECOVERY (1996)
 PL0227
 PL0227'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0227'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1226 ***********************************************************************
 RL1226  DESIGNATION -  M 140
 RL1226  PID         -  RL1226
 RL1226  STATE/COUNTY-  MI/GOGEBIC
 RL1226  USGS QUAD   -  WAKEFIELD NE (1975)
 RL1226
 RL1226                         *CURRENT SURVEY CONTROL
 RL1226  ___________________________________________________________________
 RL1226* NAD 83(1986)-  46 24 45.     (N)    089 47 36.     (W)     SCALED    
 RL1226* NAVD 88     -       449.699  (meters)    1475.39   (feet)  ADJUSTED  
 RL1226  ___________________________________________________________________
 RL1226  GEOID HEIGHT-         -30.95  (meters)                     GEOID03
 RL1226  DYNAMIC HT  -         449.702 (meters)    1475.40  (feet)  COMP
 RL1226  MODELED GRAV-     980,605.8   (mgal)                       NAVD 88
 RL1226
 RL1226  VERT ORDER  -  SECOND    CLASS 0
 RL1226
 RL1226.The horizontal coordinates were scaled from a topographic map and have
 RL1226.an estimated accuracy of +/- 6 seconds.
 RL1226
 RL1226.The orthometric height was determined by differential leveling
 RL1226.and adjusted by the National Geodetic Survey in June 1991..
 RL1226
 RL1226.The geoid height was determined by GEOID03.
 RL1226
 RL1226.The dynamic height is computed by dividing the NAVD 88
 RL1226.geopotential number by the normal gravity value computed on the
 RL1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1226.degrees latitude (g = 980.6199 gals.).
 RL1226
 RL1226.The modeled gravity was interpolated from observed gravity values.
 RL1226
 RL1226;                    North         East    Units  Estimated Accuracy
 RL1226;SPC MI N     -   184,860.    7,785,300.      MT  (+/- 180 meters Scaled)
 RL1226
 RL1226                          SUPERSEDED SURVEY CONTROL
 RL1226
 RL1226  NGVD 29 (??/??/92)  449.700  (m)         1475.39   (f) ADJ UNCH    2 0
 RL1226
 RL1226.Superseded values are not recommended for survey control.
 RL1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1226.See file dsdata.txt to determine how the superseded data were derived.
 RL1226
 RL1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS853436(NAD 83)
 RL1226_MARKER: DB = BENCH MARK DISK
 RL1226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RL1226_SP_SET: CULVERT
 RL1226_STAMPING: M 140 1948
 RL1226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1226
 RL1226  HISTORY     - Date     Condition        Report By
 RL1226  HISTORY     - 1948     MONUMENTED       CGS
 RL1226  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1226  HISTORY     - 19910814 MARK NOT FOUND   MIDT
 RL1226  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1226  HISTORY     - 20040806 MARK NOT FOUND   USPSQD
 RL1226
 RL1226                          STATION DESCRIPTION
 RL1226
 RL1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1226'8.3 MI SE FROM WAKEFIELD.
 RL1226'ABOUT 8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE HIGH
 RL1226'SCHOOL AT WAKEFIELD, ABOUT 0.85 MILE NORTHWEST OF THE BRIDGE
 RL1226'OVER LITTLE PRESQUE ISLE RIVER, 264 FEET NORTHWEST OF A DIM
 RL1226'SIDE ROAD EAST, SET IN THE TOP OF THE SOUTHEAST END OF THE
 RL1226'SOUTHWEST HEADWALL OF A 3-FOOT CONCRETE PIPE CULVERT, 32 FEET
 RL1226'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.6 FEET NORTHWEST
 RL1226'OF THE SOUTHEAST END OF THE HEADWALL AND ABOUT 1 1/2 FEET BELOW
 RL1226'THE HIGHWAY.
 RL1226
 RL1226                          STATION RECOVERY (1987)
 RL1226
 RL1226'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1226'MARK NOT FOUND.
 RL1226
 RL1226                          STATION RECOVERY (1991)
 RL1226
 RL1226'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1991 (BTR)
 RL1226'MARK NOT FOUND.
 RL1226
 RL1226                          STATION RECOVERY (1995)
 RL1226
 RL1226'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1226'MARK NOT FOUND.
 RL1226
 RL1226                          STATION RECOVERY (2004)
 RL1226
 RL1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0984 ***********************************************************************
 RL0984  DESIGNATION -  M 141
 RL0984  PID         -  RL0984
 RL0984  STATE/COUNTY-  MI/GOGEBIC
 RL0984  USGS QUAD   -  STAR LAKE (1982)
 RL0984
 RL0984                         *CURRENT SURVEY CONTROL
 RL0984  ___________________________________________________________________
 RL0984* NAD 83(1986)-  46 18 08.     (N)    089 25 42.     (W)     SCALED    
 RL0984* NAVD 88     -       499.058  (meters)    1637.33   (feet)  ADJUSTED  
 RL0984  ___________________________________________________________________
 RL0984  GEOID HEIGHT-         -31.05  (meters)                     GEOID03
 RL0984  DYNAMIC HT  -         499.070 (meters)    1637.37  (feet)  COMP
 RL0984  MODELED GRAV-     980,622.7   (mgal)                       NAVD 88
 RL0984
 RL0984  VERT ORDER  -  SECOND    CLASS 0
 RL0984
 RL0984.The horizontal coordinates were scaled from a topographic map and have
 RL0984.an estimated accuracy of +/- 6 seconds.
 RL0984
 RL0984.The orthometric height was determined by differential leveling
 RL0984.and adjusted by the National Geodetic Survey in June 1991..
 RL0984
 RL0984.The geoid height was determined by GEOID03.
 RL0984
 RL0984.The dynamic height is computed by dividing the NAVD 88
 RL0984.geopotential number by the normal gravity value computed on the
 RL0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0984.degrees latitude (g = 980.6199 gals.).
 RL0984
 RL0984.The modeled gravity was interpolated from observed gravity values.
 RL0984
 RL0984;                    North         East    Units  Estimated Accuracy
 RL0984;SPC MI N     -   171,680.    7,812,970.      MT  (+/- 180 meters Scaled)
 RL0984
 RL0984                          SUPERSEDED SURVEY CONTROL
 RL0984
 RL0984  NGVD 29 (??/??/92)  499.074  (m)         1637.38   (f) ADJ UNCH    2 0
 RL0984
 RL0984.Superseded values are not recommended for survey control.
 RL0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0984.See file dsdata.txt to determine how the superseded data were derived.
 RL0984
 RL0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS129304(NAD 83)
 RL0984_MARKER: DB = BENCH MARK DISK
 RL0984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RL0984_SP_SET: CULVERT WINGWALL
 RL0984_STAMPING: M 141 1948
 RL0984_MARK LOGO: CGS   
 RL0984_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0984+STABILITY: SURFACE MOTION
 RL0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0984+SATELLITE: SATELLITE OBSERVATIONS - August 30, 1995
 RL0984
 RL0984  HISTORY     - Date     Condition        Report By
 RL0984  HISTORY     - 1948     MONUMENTED       CGS
 RL0984  HISTORY     - 1987     GOOD             USPSQD
 RL0984  HISTORY     - 19950830 POOR             MIDT
 RL0984  HISTORY     - 19950830 POOR             MIDT
 RL0984
 RL0984                          STATION DESCRIPTION
 RL0984
 RL0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0984'13.4 MI NW FROM WATERSMEET.
 RL0984'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0984'AT WATERSMEET, THENCE ABOUT 12.9 MILES NORTHWEST ALONG U.S.
 RL0984'HIGHWAY 2, ABOUT 0.25 MILE SOUTHEAST OF A CROSS ROAD, SET IN THE
 RL0984'SOUTHWEST END OF THE SOUTH WING WALL OF A 6-FOOT CONCRETE
 RL0984'CULVERT, 21.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 RL0984'0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WING WALL AND
 RL0984'ABOUT 2 FEET BELOW THE HIGHWAY.
 RL0984
 RL0984                          STATION RECOVERY (1987)
 RL0984
 RL0984'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0984'RECOVERED IN GOOD CONDITION.
 RL0984
 RL0984                          STATION RECOVERY (1995)
 RL0984
 RL0984'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0984'RECOVERED AS DESCRIBED.  CULVERT IS IN POOR CONDITION, WINGWALL HAS
 RL0984'SEPARATED FROM THE CULVERT.
 RL0984
 RL0984                          STATION RECOVERY (1995)
 RL0984
 RL0984'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1995 (BRT)
 RL0984'STATION IS LOCATED ABOUT 12.9 MI (20.8 KM) NORTHWEST OF WATERSMEET. TO
 RL0984'REACH FROM THE JUNCTION OF US HIGHWAY 2 AND US HIGHWAY 45 IN
 RL0984'WATERSMEET, GO WEST ON US HIGHWAY 2 FOR 9.0 MI (14.5 KM) TO CISCO
 RL0984'LAKES ROAD.  TURN RIGHT AND GO 0.25 MI (0.40 KM) TO OLD US HIGHWAY 2.
 RL0984'TURN LEFT FOR 1.4 MI (2.3 KM) TO A CROSS CULVERT AND THE MARK ON LEFT,
 RL0984'ABOUT 0.25 MI (0.40 KM) SOUTHEAST OF A CROSSROAD, 21.5 FT (6.6 M)
 RL0984'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  SET IN THE SOUTHEAST END
 RL0984'OF THE SOUTH WINGWALL OF A 6.0 FT (1.8 M) CONCRETE CULVERT, 0.5 FT
 RL0984'(15.2 CM) NORTHEAST OF THE SOUTHWEST END OF THE WINGWALL AND 2.0 FEET
 RL0984'(0.6 M) LOWER THAN THE HIGHWAY. NOTE---CULVERT IN POOR CONDITION,
 RL0984'WINGWALL HAS SEPARATED FROM CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1197 ***********************************************************************
 RL1197  DESIGNATION -  M 142
 RL1197  PID         -  RL1197
 RL1197  STATE/COUNTY-  MI/GOGEBIC
 RL1197  USGS QUAD   -  MARSHALL CREEK (1982)
 RL1197
 RL1197                         *CURRENT SURVEY CONTROL
 RL1197  ___________________________________________________________________
 RL1197* NAD 83(1986)-  46 24 48.     (N)    089 33 14.     (W)     SCALED    
 RL1197* NAVD 88     -       401.039  (meters)    1315.74   (feet)  ADJUSTED  
 RL1197  ___________________________________________________________________
 RL1197  GEOID HEIGHT-         -31.12  (meters)                     GEOID03
 RL1197  DYNAMIC HT  -         401.047 (meters)    1315.77  (feet)  COMP
 RL1197  MODELED GRAV-     980,620.9   (mgal)                       NAVD 88
 RL1197
 RL1197  VERT ORDER  -  SECOND    CLASS 0
 RL1197
 RL1197.The horizontal coordinates were scaled from a topographic map and have
 RL1197.an estimated accuracy of +/- 6 seconds.
 RL1197
 RL1197.The orthometric height was determined by differential leveling
 RL1197.and adjusted by the National Geodetic Survey in June 1991..
 RL1197
 RL1197.The geoid height was determined by GEOID03.
 RL1197
 RL1197.The dynamic height is computed by dividing the NAVD 88
 RL1197.geopotential number by the normal gravity value computed on the
 RL1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1197.degrees latitude (g = 980.6199 gals.).
 RL1197
 RL1197.The modeled gravity was interpolated from observed gravity values.
 RL1197
 RL1197;                    North         East    Units  Estimated Accuracy
 RL1197;SPC MI N     -   184,330.    7,803,700.      MT  (+/- 180 meters Scaled)
 RL1197
 RL1197                          SUPERSEDED SURVEY CONTROL
 RL1197
 RL1197  NGVD 29 (??/??/92)  401.041  (m)         1315.75   (f) ADJ UNCH    2 0
 RL1197
 RL1197.Superseded values are not recommended for survey control.
 RL1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1197.See file dsdata.txt to determine how the superseded data were derived.
 RL1197
 RL1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS037431(NAD 83)
 RL1197_MARKER: DB = BENCH MARK DISK
 RL1197_SETTING: 80 = SET IN A BOULDER
 RL1197_SP_SET: BOULDER
 RL1197_STAMPING: M 142 1948
 RL1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1197+STABILITY: SURFACE MOTION
 RL1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1197+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004
 RL1197
 RL1197  HISTORY     - Date     Condition        Report By
 RL1197  HISTORY     - 1948     MONUMENTED       CGS
 RL1197  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL1197  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL1197  HISTORY     - 19950612 MARK NOT FOUND   USPSQD
 RL1197  HISTORY     - 20040805 GOOD             USPSQD
 RL1197
 RL1197                          STATION DESCRIPTION
 RL1197
 RL1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1197'8.2 MI NE FROM MARENISCO.
 RL1197'ABOUT 8.25 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE
 RL1197'CHICAGO AND NORTH WESTERN RAILWAY STATION AT MARENISCO, ABOUT
 RL1197'0.9 MILE NORTHEAST OF A BRIDGE OVER MARSHALL CREEK, IN A LARGE
 RL1197'PROMINENT BOULDER ON WEST SIDE OF HIGHWAY, 109 FEET WEST-NORTHWEST
 RL1197'AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A LODGE, 121
 RL1197'FEET SOUTH-SOUTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT,
 RL1197'24 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTHWEST
 RL1197'OF THE WEST END OF AN 18-INCH PIPE CULVERT, SET IN A SMALL BENCH
 RL1197'CUT ON SOUTHEAST SLOPE OF BOULDER ABOUT 4 1/2 FEET NORTHWEST OF THE
 RL1197'SOUTHEAST CORNER AND ABOUT 2 FEET ABOVE THE ROAD.
 RL1197
 RL1197                          STATION RECOVERY (1978)
 RL1197
 RL1197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL1197'MARK NOT FOUND.
 RL1197
 RL1197                          STATION RECOVERY (1987)
 RL1197
 RL1197'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL1197'MARK NOT FOUND.
 RL1197
 RL1197                          STATION RECOVERY (1995)
 RL1197
 RL1197'RECOVERY NOTE BY US POWER SQUADRON 1995
 RL1197'MARK NOT FOUND.
 RL1197
 RL1197                          STATION RECOVERY (2004)
 RL1197
 RL1197'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0959 ***********************************************************************
 RL0959  DESIGNATION -  M 143
 RL0959  PID         -  RL0959
 RL0959  STATE/COUNTY-  MI/GOGEBIC
 RL0959  USGS QUAD   -  STAR LAKE (1982)
 RL0959
 RL0959                         *CURRENT SURVEY CONTROL
 RL0959  ___________________________________________________________________
 RL0959* NAD 83(1986)-  46 15 38.     (N)    089 25 43.     (W)     SCALED    
 RL0959* NAVD 88     -       520.358  (meters)    1707.21   (feet)  ADJUSTED  
 RL0959  ___________________________________________________________________
 RL0959  GEOID HEIGHT-         -31.04  (meters)                     GEOID03
 RL0959  DYNAMIC HT  -         520.366 (meters)    1707.23  (feet)  COMP
 RL0959  MODELED GRAV-     980,614.4   (mgal)                       NAVD 88
 RL0959
 RL0959  VERT ORDER  -  SECOND    CLASS 0
 RL0959
 RL0959.The horizontal coordinates were scaled from a topographic map and have
 RL0959.an estimated accuracy of +/- 6 seconds.
 RL0959
 RL0959.The orthometric height was determined by differential leveling
 RL0959.and adjusted by the National Geodetic Survey in June 1991..
 RL0959
 RL0959.The geoid height was determined by GEOID03.
 RL0959
 RL0959.The dynamic height is computed by dividing the NAVD 88
 RL0959.geopotential number by the normal gravity value computed on the
 RL0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0959.degrees latitude (g = 980.6199 gals.).
 RL0959
 RL0959.The modeled gravity was interpolated from observed gravity values.
 RL0959
 RL0959;                    North         East    Units  Estimated Accuracy
 RL0959;SPC MI N     -   167,050.    7,812,800.      MT  (+/- 180 meters Scaled)
 RL0959
 RL0959                          SUPERSEDED SURVEY CONTROL
 RL0959
 RL0959  NGVD 29 (??/??/92)  520.370  (m)         1707.25   (f) ADJ UNCH    2 0
 RL0959
 RL0959.Superseded values are not recommended for survey control.
 RL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0959.See file dsdata.txt to determine how the superseded data were derived.
 RL0959
 RL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS128258(NAD 83)
 RL0959_MARKER: DB = BENCH MARK DISK
 RL0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0959_STAMPING: M 143 1948
 RL0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0959+STABILITY: SURFACE MOTION
 RL0959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0959+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 RL0959
 RL0959  HISTORY     - Date     Condition        Report By
 RL0959  HISTORY     - 1948     MONUMENTED       CGS
 RL0959  HISTORY     - 20050414 GOOD             GEOCAC
 RL0959
 RL0959                          STATION DESCRIPTION
 RL0959
 RL0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0959'14.7 MI SW FROM WATERSMEET.
 RL0959'ABOUT 0.45 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE HIGH SCHOOL
 RL0959'AT WATERSMEET, THENCE ABOUT 11.4 MILES WEST ALONG U.S. HIGHWAY
 RL0959'2, THENCE ABOUT 2.85 MILES SOUTHWEST ALONG THE CISCO CHAIN
 RL0959'OF LAKES ROAD, ABOUT 0.1 MILE SOUTHWEST OF A ROAD SOUTHEAST,
 RL0959'ABOUT 0.2 MILE SOUTHWEST OF THE CROSSING OF THE CHICAGO AND NORTH
 RL0959'WESTERN RAILWAY, ABOUT 0.25 MILE NORTHEAST OF A ROAD WEST, 30
 RL0959'FEET WEST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTH-NORTHEAST
 RL0959'OF A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 8 FEET NORTHEAST OF
 RL0959'A TRIANGULAR BLAZED 9-INCH SWAMP CEDAR TREE, 8 FEET SOUTHEAST
 RL0959'OF A TRIANGULAR BLAZED 14-INCH PINE TREE, 2 FEET NORTH OF A
 RL0959'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE
 RL0959'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL0959
 RL0959                          STATION RECOVERY (2005)
 RL0959
 RL0959'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0959'NAD 83(1986)-  46 15 38.1  (N)    089 25 43.6  (W)   HANDHELD GPS
 RL0959' 
 RL0959'MILEAGE UPDATES DUE TO ROAD CHANGES.
 RL0959' 
 RL0959'US-45 AT WATERSMEET.  11.0 MILE WEST ALONG US-2, THENCE 2.4 MILES
 RL0959'SOUTH (LEFT) ALONG COUNTY ROAD 531/CISCO CHAIN OF LAKES RD TO THE MARK
 RL0959'ON THE RIGHT.
 RL0959' 
 RL0959'IT IS 26 FT WEST OF THE ROAD C/L, 27 FT ESE OF A PROMINENT 3 FT
 RL0959'DIAMETER PINE TREE, 6 FT SSE OF POLE NO. 40-5/87-25075, 2 FT NORTH OF
 RL0959'AN EXISTING WITNESS POST AND ABOUT 2 FT ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1055 ***********************************************************************
 RL1055  DESIGNATION -  M 144
 RL1055  PID         -  RL1055
 RL1055  STATE/COUNTY-  MI/ONTONAGON
 RL1055  USGS QUAD   -  
 RL1055
 RL1055                         *CURRENT SURVEY CONTROL
 RL1055  ___________________________________________________________________
 RL1055* NAD 83(1986)-  46 26 55.     (N)    089 15 42.     (W)     SCALED    
 RL1055* NAVD 88     -       406.947  (meters)    1335.13   (feet)  ADJUSTED  
 RL1055  ___________________________________________________________________
 RL1055  GEOID HEIGHT-         -31.60  (meters)                     GEOID03
 RL1055  DYNAMIC HT  -         406.961 (meters)    1335.17  (feet)  COMP
 RL1055  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 RL1055
 RL1055  VERT ORDER  -  SECOND    CLASS 0
 RL1055
 RL1055.The horizontal coordinates were scaled from a topographic map and have
 RL1055.an estimated accuracy of +/- 6 seconds.
 RL1055
 RL1055.The orthometric height was determined by differential leveling
 RL1055.and adjusted by the National Geodetic Survey in June 1991..
 RL1055
 RL1055.The geoid height was determined by GEOID03.
 RL1055
 RL1055.The dynamic height is computed by dividing the NAVD 88
 RL1055.geopotential number by the normal gravity value computed on the
 RL1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1055.degrees latitude (g = 980.6199 gals.).
 RL1055
 RL1055.The modeled gravity was interpolated from observed gravity values.
 RL1055
 RL1055;                    North         East    Units  Estimated Accuracy
 RL1055;SPC MI N     -   187,570.    7,826,270.      MT  (+/- 180 meters Scaled)
 RL1055
 RL1055                          SUPERSEDED SURVEY CONTROL
 RL1055
 RL1055  NGVD 29 (??/??/92)  406.964  (m)         1335.18   (f) ADJ UNCH    2 0
 RL1055
 RL1055.Superseded values are not recommended for survey control.
 RL1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1055.See file dsdata.txt to determine how the superseded data were derived.
 RL1055
 RL1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS262463(NAD 83)
 RL1055_MARKER: DB = BENCH MARK DISK
 RL1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1055_STAMPING: M 144 1948
 RL1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1055+STABILITY: SURFACE MOTION
 RL1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1055+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2004
 RL1055
 RL1055  HISTORY     - Date     Condition        Report By
 RL1055  HISTORY     - 1948     MONUMENTED       CGS
 RL1055  HISTORY     - 20010617 GOOD             USPSQD
 RL1055  HISTORY     - 20040816 GOOD             GEOCAC
 RL1055
 RL1055                          STATION DESCRIPTION
 RL1055
 RL1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1055'6.9 MI SE FROM EWEN.
 RL1055'ABOUT 0.9 MILES EAST ALONG STATE HIGHWAY 28 FROM THE METHODIST
 RL1055'CHURCH AT EWEN, THENCE ABOUT 6.0 MILES SOUTH ALONG A GRAVEL
 RL1055'ROAD, AT THE JUNCTION OF A DIM ROAD WEST AND A CURVE IN THE
 RL1055'ROAD WITH TANGENTS NORTH AND EAST, 100 FEET NORTH-NORTHWEST
 RL1055'OF THE CENTER OF THE JUCNTION AND CURVE, 19 FEET SOUTHEAST OF
 RL1055'A TRIANGULAR BLAZED 7-INCH ASPEN TREE, 29 FEET WEST OF THE
 RL1055'CENTER LINE OF THE NORTH TANGENT OF THE ROAD, 26 FEET EAST OF
 RL1055'A TRIANGULAR BLAZED 9-INCH ASPEN TREE, 1 FOOT NORTHWEST OF A
 RL1055'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE
 RL1055'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RL1055
 RL1055                          STATION RECOVERY (2001)
 RL1055
 RL1055'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL1055'RECOVERED IN GOOD CONDITION.
 RL1055
 RL1055                          STATION RECOVERY (2004)
 RL1055
 RL1055'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 RL1055'NAD 83 -  46 26 55.2 (N) -   089 15 41.6 W) HANDHELD DGPS
 RL1055' 
 RL1055'THE ROAD IS CHOATE ROAD.
 RL1055'MARK LOCATED ALONG THE OLD PORTION OF THE ROAD (ROAD RELOCATED FOR NEW
 RL1055'CURVE) LEADING TO NO.8219 CHOATE ROAD.  ORIGINAL WOOD WITNESS POST IN
 RL1055'FAIR CONDITION.
 RL1055' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1189 ***********************************************************************
 RL1189  DESIGNATION -  M 145
 RL1189  PID         -  RL1189
 RL1189  STATE/COUNTY-  MI/GOGEBIC
 RL1189  USGS QUAD   -  CHANEY LAKE (1982)
 RL1189
 RL1189                         *CURRENT SURVEY CONTROL
 RL1189  ___________________________________________________________________
 RL1189* NAD 83(1986)-  46 20 08.     (N)    089 56 01.     (W)     SCALED    
 RL1189* NAVD 88     -       516.817  (meters)    1695.59   (feet)  ADJUSTED  
 RL1189  ___________________________________________________________________
 RL1189  GEOID HEIGHT-         -30.91  (meters)                     GEOID03
 RL1189  DYNAMIC HT  -         516.811 (meters)    1695.57  (feet)  COMP
 RL1189  MODELED GRAV-     980,586.2   (mgal)                       NAVD 88
 RL1189
 RL1189  VERT ORDER  -  SECOND    CLASS 0
 RL1189
 RL1189.The horizontal coordinates were scaled from a topographic map and have
 RL1189.an estimated accuracy of +/- 6 seconds.
 RL1189
 RL1189.The orthometric height was determined by differential leveling
 RL1189.and adjusted by the National Geodetic Survey in June 1991..
 RL1189
 RL1189.The geoid height was determined by GEOID03.
 RL1189
 RL1189.The dynamic height is computed by dividing the NAVD 88
 RL1189.geopotential number by the normal gravity value computed on the
 RL1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1189.degrees latitude (g = 980.6199 gals.).
 RL1189
 RL1189.The modeled gravity was interpolated from observed gravity values.
 RL1189
 RL1189;                    North         East    Units  Estimated Accuracy
 RL1189;SPC MI N     -   176,700.    7,774,200.      MT  (+/- 180 meters Scaled)
 RL1189
 RL1189                          SUPERSEDED SURVEY CONTROL
 RL1189
 RL1189  NGVD 29 (??/??/92)  516.803  (m)         1695.54   (f) ADJ UNCH    2 0
 RL1189
 RL1189.Superseded values are not recommended for survey control.
 RL1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1189.See file dsdata.txt to determine how the superseded data were derived.
 RL1189
 RL1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS742355(NAD 83)
 RL1189_MARKER: DB = BENCH MARK DISK
 RL1189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1189_STAMPING: M 145 1948
 RL1189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1189+STABILITY: SURFACE MOTION
 RL1189
 RL1189  HISTORY     - Date     Condition        Report By
 RL1189  HISTORY     - 1948     MONUMENTED       CGS
 RL1189  HISTORY     - 20040807 MARK NOT FOUND   USPSQD
 RL1189
 RL1189                          STATION DESCRIPTION
 RL1189
 RL1189'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL1189'10 MI S FROM WAKEFIELD.
 RL1189'ABOUT 0.6 MILE SOUTH ALONG OLD U.S. HIGHWAY 2 FROM THE CITY HALL
 RL1189'AT WAKEFIELD, THENCE ABOUT 8.6 MILES SOUTH ALONG CHANEY LAKE
 RL1189'ROAD, THENCE ABOUT 0.75 MILE WEST ALONG A LOGGING GRAVEL ROAD,
 RL1189'AT THE JUNCTION OF A ROAD SOUTHEAST, ABOUT 0.6 MILE NORTHEAST
 RL1189'OF A CROSS ROAD, 26 FEET SOUTHWEST OF THE ROAD SOUTHEAST, 46
 RL1189'FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 88 FEET
 RL1189'SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 5 FEET WEST OF
 RL1189'A TRIANGULAR BLAZED 10-INCH MAPLE TREE, 2 1/2 FEET ABOVE THE
 RL1189'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 RL1189
 RL1189                          STATION RECOVERY (2004)
 RL1189
 RL1189'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0890 ***********************************************************************
 RL0890  DESIGNATION -  M 147
 RL0890  PID         -  RL0890
 RL0890  STATE/COUNTY-  MI/ONTONAGON
 RL0890  USGS QUAD   -  
 RL0890
 RL0890                         *CURRENT SURVEY CONTROL
 RL0890  ___________________________________________________________________
 RL0890* NAD 83(1986)-  46 32 08.     (N)    089 28 04.     (W)     SCALED    
 RL0890* NAVD 88     -       395.663  (meters)    1298.10   (feet)  ADJUSTED  
 RL0890  ___________________________________________________________________
 RL0890  GEOID HEIGHT-         -31.29  (meters)                     GEOID03
 RL0890  DYNAMIC HT  -         395.679 (meters)    1298.16  (feet)  COMP
 RL0890  MODELED GRAV-     980,644.2   (mgal)                       NAVD 88
 RL0890
 RL0890  VERT ORDER  -  SECOND    CLASS 0
 RL0890
 RL0890.The horizontal coordinates were scaled from a topographic map and have
 RL0890.an estimated accuracy of +/- 6 seconds.
 RL0890
 RL0890.The orthometric height was determined by differential leveling
 RL0890.and adjusted by the National Geodetic Survey in June 1991..
 RL0890
 RL0890.The geoid height was determined by GEOID03.
 RL0890
 RL0890.The dynamic height is computed by dividing the NAVD 88
 RL0890.geopotential number by the normal gravity value computed on the
 RL0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0890.degrees latitude (g = 980.6199 gals.).
 RL0890
 RL0890.The modeled gravity was interpolated from observed gravity values.
 RL0890
 RL0890;                    North         East    Units  Estimated Accuracy
 RL0890;SPC MI N     -   197,700.    7,810,740.      MT  (+/- 180 meters Scaled)
 RL0890
 RL0890                          SUPERSEDED SURVEY CONTROL
 RL0890
 RL0890  NGVD 29 (??/??/92)  395.652  (m)         1298.07   (f) ADJ UNCH    2 0
 RL0890
 RL0890.Superseded values are not recommended for survey control.
 RL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0890.See file dsdata.txt to determine how the superseded data were derived.
 RL0890
 RL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS107565(NAD 83)
 RL0890_MARKER: DB = BENCH MARK DISK
 RL0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0890_STAMPING: M 147 1948
 RL0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0890+STABILITY: SURFACE MOTION
 RL0890
 RL0890  HISTORY     - Date     Condition        Report By
 RL0890  HISTORY     - 1948     MONUMENTED       CGS
 RL0890  HISTORY     - 1985     GOOD             NGS
 RL0890  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 RL0890  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL0890  HISTORY     - 20010615 MARK NOT FOUND   USPSQD
 RL0890  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL0890
 RL0890                          STATION DESCRIPTION
 RL0890
 RL0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0890'2.4 MI S FROM TOPAZ.
 RL0890'ABOUT 2.45 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 RL0890'TOPAZ, AT BIG BEAR AIRPORT, AT THE SOUTHEAST CORNER OF THE
 RL0890'OFFICE BUILDING, 56 WEST-SOUTHWEST OF A GASOLINE PUMP, 24 FEET
 RL0890'EAST OF THE NORTHEAST CORNER OF THE MAIN HANGAR, 1 1/2 FEET
 RL0890'EAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, AND SET IN
 RL0890'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 RL0890
 RL0890                          STATION RECOVERY (1985)
 RL0890
 RL0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0890'RECOVERED IN GOOD CONDITION.
 RL0890
 RL0890                          STATION RECOVERY (1987)
 RL0890
 RL0890'RECOVERY NOTE BY US POWER SQUADRON 1987 (GG)
 RL0890'MARK NOT FOUND.
 RL0890
 RL0890                          STATION RECOVERY (1996)
 RL0890
 RL0890'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL0890'MARK NOT FOUND.
 RL0890
 RL0890                          STATION RECOVERY (2001)
 RL0890
 RL0890'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 RL0890'MARK NOT FOUND.
 RL0890
 RL0890                          STATION RECOVERY (2004)
 RL0890
 RL0890'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL0890'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0075 ***********************************************************************
 SG0075  DESIGNATION -  M 148
 SG0075  PID         -  SG0075
 SG0075  STATE/COUNTY-  MI/HOUGHTON
 SG0075  USGS QUAD   -  SOUTH RANGE (1975)
 SG0075
 SG0075                         *CURRENT SURVEY CONTROL
 SG0075  ___________________________________________________________________
 SG0075* NAD 83(1986)-  47 06 10.     (N)    088 38 16.     (W)     SCALED    
 SG0075* NAVD 88     -       302.802  (meters)     993.44   (feet)  ADJUSTED  
 SG0075  ___________________________________________________________________
 SG0075  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 SG0075  DYNAMIC HT  -         302.846 (meters)     993.59  (feet)  COMP
 SG0075  MODELED GRAV-     980,747.9   (mgal)                       NAVD 88
 SG0075
 SG0075  VERT ORDER  -  FIRST     CLASS II
 SG0075
 SG0075.The horizontal coordinates were scaled from a topographic map and have
 SG0075.an estimated accuracy of +/- 6 seconds.
 SG0075
 SG0075.The orthometric height was determined by differential leveling
 SG0075.and adjusted by the National Geodetic Survey in June 1991..
 SG0075
 SG0075.The geoid height was determined by GEOID03.
 SG0075
 SG0075.The dynamic height is computed by dividing the NAVD 88
 SG0075.geopotential number by the normal gravity value computed on the
 SG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0075.degrees latitude (g = 980.6199 gals.).
 SG0075
 SG0075.The modeled gravity was interpolated from observed gravity values.
 SG0075
 SG0075;                    North         East    Units  Estimated Accuracy
 SG0075;SPC MI N     -   259,090.    7,875,680.      MT  (+/- 180 meters Scaled)
 SG0075
 SG0075                          SUPERSEDED SURVEY CONTROL
 SG0075
 SG0075  NGVD 29 (??/??/92)  302.802  (m)          993.44   (f) ADJ UNCH    1 2
 SG0075
 SG0075.Superseded values are not recommended for survey control.
 SG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0075.See file dsdata.txt to determine how the superseded data were derived.
 SG0075
 SG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT757178(NAD 83)
 SG0075_MARKER: DB = BENCH MARK DISK
 SG0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 SG0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 SG0075_STAMPING: M 148 1948
 SG0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 SG0075+STABILITY: SURFACE MOTION
 SG0075
 SG0075  HISTORY     - Date     Condition        Report By
 SG0075  HISTORY     - 1948     MONUMENTED       CGS
 SG0075  HISTORY     - 20050712 MARK NOT FOUND   GEOCAC
 SG0075
 SG0075                          STATION DESCRIPTION
 SG0075
 SG0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0075'2.4 MI NE FROM SOUTH RANGE.
 SG0075'ABOUT 2.45 MILES NORTH AND EAST ALONG THE COPPER RANGE RAILROAD
 SG0075'FROM THE STATION AT SOUTH RANGE, AT A BLACK TOP ROAD CROSSING AT
 SG0075'ATLANTIC MINE, 150 FEET NORTH-NORTHEAST OF THE CENTER OF THE CROSSING
 SG0075'ON MAIN TRACK, 301 FEET SOUTH OF MILE POST 22, 20 FEET EAST OF THE
 SG0075'EAST RAIL OF THE MAIN TRACK, 3 1/2 FEET NORTH-NORTHEAST OF A
 SG0075'TELEPHONE POLE, 9 FEET WEST OF THE WEST RAIL OF A SPUR TRACK, 2 1/2
 SG0075'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 SG0075'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 SG0075
 SG0075                          STATION RECOVERY (2005)
 SG0075
 SG0075'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 SG0075'THERE IS A SEWER LIFT STATION WITHIN 50 FT OF THE DESCRIBED LOCATION.
 SG0075'ALL THE RR TRACKS HAVE BEEN REMOVED. THE MAIN TRACK IS NOW AT ATV
 SG0075'TRAIL AS WELL A UTILTIY CORRIDOR, SEWER AND U.G. TELEPHONE CABLE.
 SG0075'ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0562 ***********************************************************************
 RL0562  DESIGNATION -  M 149
 RL0562  PID         -  RL0562
 RL0562  STATE/COUNTY-  MI/BARAGA
 RL0562  USGS QUAD   -  PELKIE (1985)
 RL0562
 RL0562                         *CURRENT SURVEY CONTROL
 RL0562  ___________________________________________________________________
 RL0562* NAD 83(1986)-  46 48 27.     (N)    088 38 11.     (W)     SCALED    
 RL0562* NAVD 88     -       204.195  (meters)     669.93   (feet)  ADJUSTED  
 RL0562  ___________________________________________________________________
 RL0562  GEOID HEIGHT-         -33.84  (meters)                     GEOID03
 RL0562  DYNAMIC HT  -         204.207 (meters)     669.97  (feet)  COMP
 RL0562  MODELED GRAV-     980,670.0   (mgal)                       NAVD 88
 RL0562
 RL0562  VERT ORDER  -  SECOND    CLASS 0
 RL0562
 RL0562.The horizontal coordinates were scaled from a topographic map and have
 RL0562.an estimated accuracy of +/- 6 seconds.
 RL0562
 RL0562.The orthometric height was determined by differential leveling
 RL0562.and adjusted by the National Geodetic Survey in June 1991..
 RL0562
 RL0562.The geoid height was determined by GEOID03.
 RL0562
 RL0562.The dynamic height is computed by dividing the NAVD 88
 RL0562.geopotential number by the normal gravity value computed on the
 RL0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0562.degrees latitude (g = 980.6199 gals.).
 RL0562
 RL0562.The modeled gravity was interpolated from observed gravity values.
 RL0562
 RL0562;                    North         East    Units  Estimated Accuracy
 RL0562;SPC MI N     -   226,270.    7,875,110.      MT  (+/- 180 meters Scaled)
 RL0562
 RL0562                          SUPERSEDED SURVEY CONTROL
 RL0562
 RL0562  NGVD 29 (??/??/92)  204.182  (m)          669.89   (f) ADJ UNCH    2 0
 RL0562
 RL0562.Superseded values are not recommended for survey control.
 RL0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0562.See file dsdata.txt to determine how the superseded data were derived.
 RL0562
 RL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS751850(NAD 83)
 RL0562_MARKER: DB = BENCH MARK DISK
 RL0562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0562_SP_SET: ABUTMENT
 RL0562_STAMPING: M 149 1948
 RL0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0562
 RL0562  HISTORY     - Date     Condition        Report By
 RL0562  HISTORY     - 1948     MONUMENTED       CGS
 RL0562  HISTORY     - 20040420 MARK NOT FOUND   GEOCAC
 RL0562
 RL0562                          STATION DESCRIPTION
 RL0562
 RL0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0562'0.7 MI S FROM PELKIE.
 RL0562'0.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT PELKIE,
 RL0562'405 FEET SOUTH OF THE JUNCTION OF A ROAD WEST, SET IN THE TOP
 RL0562'OF THE WEST END OF THE NORTH ABUTMENT OF A 37-FOOT CONCRETE AND
 RL0562'STEEL BRIDGE, 14 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER
 RL0562'LINE OF THE ROAD.
 RL0562
 RL0562                          STATION RECOVERY (2004)
 RL0562
 RL0562'RECOVERY NOTE BY GEOCACHING 2004 (MR)
 RL0562'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0476 ***********************************************************************
 OK0476  DESIGNATION -  M 15
 OK0476  PID         -  OK0476
 OK0476  STATE/COUNTY-  MI/OSCEOLA
 OK0476  USGS QUAD   -  REED CITY NORTH (1987)
 OK0476
 OK0476                         *CURRENT SURVEY CONTROL
 OK0476  ___________________________________________________________________
 OK0476* NAD 83(1986)-  43 52 33.     (N)    085 30 32.     (W)     SCALED    
 OK0476* NAVD 88     -       316.493  (meters)    1038.36   (feet)  ADJUSTED  
 OK0476  ___________________________________________________________________
 OK0476  GEOID HEIGHT-         -32.91  (meters)                     GEOID03
 OK0476  DYNAMIC HT  -         316.443 (meters)    1038.20  (feet)  COMP
 OK0476  MODELED GRAV-     980,450.0   (mgal)                       NAVD 88
 OK0476
 OK0476  VERT ORDER  -  FIRST     CLASS II
 OK0476
 OK0476.The horizontal coordinates were scaled from a topographic map and have
 OK0476.an estimated accuracy of +/- 6 seconds.
 OK0476
 OK0476.The orthometric height was determined by differential leveling
 OK0476.and adjusted by the National Geodetic Survey in June 1991..
 OK0476
 OK0476.The geoid height was determined by GEOID03.
 OK0476
 OK0476.The dynamic height is computed by dividing the NAVD 88
 OK0476.geopotential number by the normal gravity value computed on the
 OK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0476.degrees latitude (g = 980.6199 gals.).
 OK0476
 OK0476.The modeled gravity was interpolated from observed gravity values.
 OK0476
 OK0476;                    North         East    Units  Estimated Accuracy
 OK0476;SPC MI C     -    62,780.    5,908,190.      MT  (+/- 180 meters Scaled)
 OK0476
 OK0476                          SUPERSEDED SURVEY CONTROL
 OK0476
 OK0476  NGVD 29 (??/??/92)  316.598  (m)         1038.71   (f) ADJ UNCH    1 2
 OK0476
 OK0476.Superseded values are not recommended for survey control.
 OK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0476.See file dsdata.txt to determine how the superseded data were derived.
 OK0476
 OK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP197591(NAD 83)
 OK0476_MARKER: DB = BENCH MARK DISK
 OK0476_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 OK0476_SP_SET: BUILDING
 OK0476_STAMPING: M 15 1916 ELEV 1038.705 FT.
 OK0476_MARK LOGO: CGS   
 OK0476_PROJECTION: FLUSH
 OK0476_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OK0476+STABILITY: POSITION/ELEVATION WELL
 OK0476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0476+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2005
 OK0476
 OK0476  HISTORY     - Date     Condition        Report By
 OK0476  HISTORY     - 1916     MONUMENTED       CGS
 OK0476  HISTORY     - 1934     GOOD             NGS
 OK0476  HISTORY     - 1987     GOOD             USPSQD
 OK0476  HISTORY     - 19921110 GOOD             NGS
 OK0476  HISTORY     - 19921111 GOOD             NGS
 OK0476  HISTORY     - 19940903 GOOD             USPSQD
 OK0476  HISTORY     - 20010927 GOOD             USPSQD
 OK0476  HISTORY     - 20051024 GOOD             USPSQD
 OK0476
 OK0476                          STATION DESCRIPTION
 OK0476
 OK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0476'AT REED CITY.
 OK0476'AT REED CITY, OSCEOLA COUNTY, ON THE NORTH SIDE OF UPTON AVENUE,
 OK0476'IN THE SOUTH WALL OF THE HOTEL OSCEOLA, 0.7 FEET WEST OF THE
 OK0476'SOUTHEAST CORNER, AND 2.3 FEET HIGHER THAN THE SIDEWALK.  A
 OK0476'STANDARD DISK, STAMPED ELEV. 1038.705 FT. M 15 1916 AND SET
 OK0476'VERTICALLY.
 OK0476
 OK0476                          STATION RECOVERY (1987)
 OK0476
 OK0476'RECOVERY NOTE BY US POWER SQUADRON 1987 (WLD)
 OK0476'RECOVERED IN GOOD CONDITION.
 OK0476
 OK0476                          STATION RECOVERY (1992)
 OK0476
 OK0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0476'IN REED CITY, SET VERTICALLY IN THE SOUTHEAST FACE OF THE OSCEOLA INN
 OK0476'AT 110 EAST UPTON AVENUE, 69.1 M (226.7 FT) EAST OF THE CENTERLINE OF
 OK0476'SOUTH CHESTNUT STREET, 16.1 M (52.8 FT) NORTH OF THE AVENUE CENTER,
 OK0476'0.8 M (2.6 FT) ABOVE THE GROUND SURFACE, AND 0.2 M (0.7 FT) SOUTH OF
 OK0476'THE NORTHEAST CORNER OF THE BUILDING.
 OK0476
 OK0476                          STATION RECOVERY (1992)
 OK0476
 OK0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0476'IN REED CITY, AT THE INTERSECTION OF S CHESTNUT STREET AND EAST UPTON
 OK0476'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE OSCEOLA INN, 69.1 M
 OK0476'(226.7 FT) EAST OF THE STREET CENTERLINE, 16.1 M (52.8 FT) NORTH OF
 OK0476'THE AVENUE CENTER, 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE, 0.4 M (1.3
 OK0476'FT) NORTHEAST OF THE NORTHEAST STEPS, AND 0.2 M (0.7 FT) WEST OF THE
 OK0476'SOUTHEAST CORNER OF THE BUILDING.
 OK0476
 OK0476                          STATION RECOVERY (1994)
 OK0476
 OK0476'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0476'RECOVERED IN GOOD CONDITION.
 OK0476
 OK0476                          STATION RECOVERY (2001)
 OK0476
 OK0476'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0476'RECOVERED IN GOOD CONDITION.
 OK0476
 OK0476                          STATION RECOVERY (2005)
 OK0476
 OK0476'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OK0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0229 ***********************************************************************
 RK0229  DESIGNATION -  M 150
 RK0229  PID         -  RK0229
 RK0229  STATE/COUNTY-  MI/MARQUETTE
 RK0229  USGS QUAD   -  GREENWOOD (1975)
 RK0229
 RK0229                         *CURRENT SURVEY CONTROL
 RK0229  ___________________________________________________________________
 RK0229* NAD 83(1986)-  46 28 22.     (N)    087 48 06.     (W)     SCALED    
 RK0229* NAVD 88     -       473.070  (meters)    1552.06   (feet)  ADJUSTED  
 RK0229  ___________________________________________________________________
 RK0229  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 RK0229  DYNAMIC HT  -         473.097 (meters)    1552.15  (feet)  COMP
 RK0229  MODELED GRAV-     980,654.7   (mgal)                       NAVD 88
 RK0229
 RK0229  VERT ORDER  -  SECOND    CLASS 0
 RK0229
 RK0229.The horizontal coordinates were scaled from a topographic map and have
 RK0229.an estimated accuracy of +/- 6 seconds.
 RK0229
 RK0229.The orthometric height was determined by differential leveling
 RK0229.and adjusted by the National Geodetic Survey in June 1991..
 RK0229
 RK0229.The geoid height was determined by GEOID03.
 RK0229
 RK0229.The dynamic height is computed by dividing the NAVD 88
 RK0229.geopotential number by the normal gravity value computed on the
 RK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0229.degrees latitude (g = 980.6199 gals.).
 RK0229
 RK0229.The modeled gravity was interpolated from observed gravity values.
 RK0229
 RK0229;                    North         East    Units  Estimated Accuracy
 RK0229;SPC MI N     -   188,080.    7,938,440.      MT  (+/- 180 meters Scaled)
 RK0229
 RK0229                          SUPERSEDED SURVEY CONTROL
 RK0229
 RK0229  NGVD 29 (??/??/92)  473.028  (m)         1551.93   (f) ADJ UNCH    2 0
 RK0229
 RK0229.Superseded values are not recommended for survey control.
 RK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0229.See file dsdata.txt to determine how the superseded data were derived.
 RK0229
 RK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS384468(NAD 83)
 RK0229_MARKER: DB = BENCH MARK DISK
 RK0229_SETTING: 66 = SET IN ROCK OUTCROP
 RK0229_SP_SET: ROCK OUTCROP
 RK0229_STAMPING: M 150 1948
 RK0229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0229+STABILITY: POSITION/ELEVATION WELL
 RK0229
 RK0229  HISTORY     - Date     Condition        Report By
 RK0229  HISTORY     - 1948     MONUMENTED       CGS
 RK0229  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0229
 RK0229                          STATION DESCRIPTION
 RK0229
 RK0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0229'0.7 MI W FROM GREENWOOD.
 RK0229'0.7 MILE WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0229'FROM THE CROSSING AT GREENWOOD, 28 FEET WEST-NORTHWEST OF MILE
 RK0229'POST 177, 25 FEET NORTH OF THE NORTH RAIL, 4 FEET NORTH OF THE
 RK0229'LINE OF POLE, ABOUT 3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 RK0229'ROCK OUTCROP.
 RK0229
 RK0229                          STATION RECOVERY (1985)
 RK0229
 RK0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0600 ***********************************************************************
 RL0600  DESIGNATION -  M 151
 RL0600  PID         -  RL0600
 RL0600  STATE/COUNTY-  MI/HOUGHTON
 RL0600  USGS QUAD   -  
 RL0600
 RL0600                         *CURRENT SURVEY CONTROL
 RL0600  ___________________________________________________________________
 RL0600* NAD 83(1986)-  46 46 08.     (N)    088 51 26.     (W)     SCALED    
 RL0600* NAVD 88     -       341.295  (meters)    1119.73   (feet)  ADJUSTED  
 RL0600  ___________________________________________________________________
 RL0600  GEOID HEIGHT-         -32.90  (meters)                     GEOID03
 RL0600  DYNAMIC HT  -         341.312 (meters)    1119.79  (feet)  COMP
 RL0600  MODELED GRAV-     980,655.2   (mgal)                       NAVD 88
 RL0600
 RL0600  VERT ORDER  -  SECOND    CLASS 0
 RL0600
 RL0600.The horizontal coordinates were scaled from a topographic map and have
 RL0600.an estimated accuracy of +/- 6 seconds.
 RL0600
 RL0600.The orthometric height was determined by differential leveling
 RL0600.and adjusted by the National Geodetic Survey in June 1991..
 RL0600
 RL0600.The geoid height was determined by GEOID03.
 RL0600
 RL0600.The dynamic height is computed by dividing the NAVD 88
 RL0600.geopotential number by the normal gravity value computed on the
 RL0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0600.degrees latitude (g = 980.6199 gals.).
 RL0600
 RL0600.The modeled gravity was interpolated from observed gravity values.
 RL0600
 RL0600;                    North         East    Units  Estimated Accuracy
 RL0600;SPC MI N     -   222,350.    7,858,160.      MT  (+/- 180 meters Scaled)
 RL0600
 RL0600                          SUPERSEDED SURVEY CONTROL
 RL0600
 RL0600  NGVD 29 (??/??/92)  341.277  (m)         1119.67   (f) ADJ UNCH    2 0
 RL0600
 RL0600.Superseded values are not recommended for survey control.
 RL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0600.See file dsdata.txt to determine how the superseded data were derived.
 RL0600
 RL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS581811(NAD 83)
 RL0600_MARKER: DB = BENCH MARK DISK
 RL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0600_STAMPING: M 151 1948
 RL0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0600+STABILITY: SURFACE MOTION
 RL0600
 RL0600  HISTORY     - Date     Condition        Report By
 RL0600  HISTORY     - 1948     MONUMENTED       CGS
 RL0600  HISTORY     - 1977     MARK NOT FOUND   USGS
 RL0600
 RL0600                          STATION DESCRIPTION
 RL0600
 RL0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0600'4.6 MI W FROM ALSTON.
 RL0600'4.65 MILES WEST ALONG STATE HIGHWAY 35 FROM THE SCHOOL AT ALSTON,
 RL0600'ABOUT 0.45 MILE WEST OF A ROAD NORTH, ABOUT 0.3 MILE EAST OF A
 RL0600'ROAD SOUTH, ABOUT 0.9 MILE EAST OF A ROAD NORTH TO OTTER, 114
 RL0600'FEET WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM A POWER POLE, 38
 RL0600'FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 1/2
 RL0600'FEET NORTHEAST OF A TRIANGULAR BLAZED 20-INCH MAPLE TREE, 2
 RL0600'FEET EAST-NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET
 RL0600'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 RL0600'PROJECTING 4 INCHES.
 RL0600
 RL0600                          STATION RECOVERY (1977)
 RL0600
 RL0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 RL0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0084 ***********************************************************************
 SG0084  DESIGNATION -  M 152
 SG0084  PID         -  SG0084
 SG0084  STATE/COUNTY-  MI/HOUGHTON
 SG0084  USGS QUAD   -  SOUTH RANGE (1975)
 SG0084
 SG0084                         *CURRENT SURVEY CONTROL
 SG0084  ___________________________________________________________________
 SG0084* NAD 83(1986)-  47 02 58.     (N)    088 38 56.     (W)     SCALED    
 SG0084* NAVD 88     -       346.310  (meters)    1136.19   (feet)  ADJUSTED  
 SG0084  ___________________________________________________________________
 SG0084  GEOID HEIGHT-         -33.51  (meters)                     GEOID03
 SG0084  DYNAMIC HT  -         346.351 (meters)    1136.32  (feet)  COMP
 SG0084  MODELED GRAV-     980,722.6   (mgal)                       NAVD 88
 SG0084
 SG0084  VERT ORDER  -  FIRST     CLASS II
 SG0084
 SG0084.The horizontal coordinates were scaled from a topographic map and have
 SG0084.an estimated accuracy of +/- 6 seconds.
 SG0084
 SG0084.The orthometric height was determined by differential leveling
 SG0084.and adjusted by the National Geodetic Survey in June 1991..
 SG0084
 SG0084.The geoid height was determined by GEOID03.
 SG0084
 SG0084.The dynamic height is computed by dividing the NAVD 88
 SG0084.geopotential number by the normal gravity value computed on the
 SG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0084.degrees latitude (g = 980.6199 gals.).
 SG0084
 SG0084.The modeled gravity was interpolated from observed gravity values.
 SG0084
 SG0084;                    North         East    Units  Estimated Accuracy
 SG0084;SPC MI N     -   253,180.    7,874,720.      MT  (+/- 180 meters Scaled)
 SG0084
 SG0084                          SUPERSEDED SURVEY CONTROL
 SG0084
 SG0084  NGVD 29 (??/??/92)  346.300  (m)         1136.15   (f) ADJ UNCH    1 2
 SG0084
 SG0084.Superseded values are not recommended for survey control.
 SG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0084.See file dsdata.txt to determine how the superseded data were derived.
 SG0084
 SG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT747119(NAD 83)
 SG0084_MARKER: DB = BENCH MARK DISK
 SG0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 SG0084_SP_SET: BRIDGE HEADWALL
 SG0084_STAMPING: M 152 1948
 SG0084_MARK LOGO: CGS   
 SG0084_MAGNETIC: O = OTHER; SEE DESCRIPTION
 SG0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 SG0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0084+SATELLITE: SATELLITE OBSERVATIONS - July 11, 1996
 SG0084
 SG0084  HISTORY     - Date     Condition        Report By
 SG0084  HISTORY     - 1948     MONUMENTED       CGS
 SG0084  HISTORY     - 19960711 GOOD             MIDT
 SG0084  HISTORY     - 20021110 GOOD             INDIV
 SG0084
 SG0084                          STATION DESCRIPTION
 SG0084
 SG0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 SG0084'1.2 MI NE FROM PAINESDALE.
 SG0084'ABOUT 1.25 MILES NORTHEAST ALONG THE COPPER RANGE RAILROAD
 SG0084'FROM THE STATION AT PAINESDALE, ABOUT 1.6 MILES SOUTHWEST OF
 SG0084'THE STATION AT SOUTH RANGE, SET IN THE TOP OF THE EAST END OF
 SG0084'THE NORTH HEAD WALL OF A 10-FOOT CONCRETE BRIDGE, DIRECTLY
 SG0084'OVER THE NORTH END OF THE EAST ABUTMENT, 26 FEET NORTH OF THE
 SG0084'NORTH RAIL AND ABOUT 7 FEET BELOW THE TRACK.
 SG0084
 SG0084                          STATION RECOVERY (1996)
 SG0084
 SG0084'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 SG0084'STATION IS LOCATED ABOUT 2 KM (1.25 MI) NORTHEAST OF PAINESDALE, ABOUT
 SG0084'2.6 KM (1.60 MI) SOUTHWEST OF SOUTH RANGE IN THE NORTHWEST 1/4 OF
 SG0084'SECTION 29, T-54-N, R-34-W ALONG AN OLD ABANDONED RAILROAD GRADE NOW
 SG0084'AN ORV TRAIL.  TO REACH FROM THE POST OF IN PAINESDALE FOLLOW ROAD
 SG0084'LEADING TO CHASSELL SOUTHEAST 0.31 KM (0.20 MI) TO THE OLD RAILROAD
 SG0084'GRADE, TURN LEFT (NORTHEAST) ALONG OLD GRADE 2.0 KM (1.25 MI) TO THE
 SG0084'STATION ON THE LEFT.  STATION IS SET IN THE TOP OF THE EAST END OF THE
 SG0084'NORTH HEADWALL OF A 3.048 M (10.000 FT) CONCRETE CULVERT UNDER THE OLD
 SG0084'GRADE, ABOUT 10 M (32.8 FT) NORTH OF THE CENTERLINE OF THE GRADE AND
 SG0084'ABOUT 2 M (6.6 FT) BELOW THE LEVEL OF THE GRADE.
 SG0084
 SG0084                          STATION RECOVERY (2002)
 SG0084
 SG0084'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (GS)
 SG0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1682 ***********************************************************************
 RL1682  DESIGNATION -  M 153 RESET
 RL1682  PID         -  RL1682
 RL1682  STATE/COUNTY-  MI/ONTONAGON
 RL1682  USGS QUAD   -  
 RL1682
 RL1682                         *CURRENT SURVEY CONTROL
 RL1682  ___________________________________________________________________
 RL1682* NAD 83(1986)-  46 50 20.     (N)    088 59 24.     (W)     SCALED    
 RL1682* NAVD 88     -       390.61   (meters)    1281.5    (feet)  RESET     
 RL1682  ___________________________________________________________________
 RL1682  GEOID HEIGHT-         -32.22  (meters)                     GEOID03
 RL1682
 RL1682  VERT ORDER  -  THIRD
 RL1682
 RL1682.The horizontal coordinates were scaled from a topographic map and have
 RL1682.an estimated accuracy of +/- 6 seconds.
 RL1682
 RL1682.The orthometric height was computed from unverified reset data.
 RL1682.No vertical observational check was made to the station.
 RL1682
 RL1682.The geoid height was determined by GEOID03.
 RL1682
 RL1682;                    North         East    Units  Estimated Accuracy
 RL1682;SPC MI N     -   230,370.    7,848,220.      MT  (+/- 180 meters Scaled)
 RL1682
 RL1682                          SUPERSEDED SURVEY CONTROL
 RL1682
 RL1682  NGVD 29 (03/27/06)  390.62   (m)         1281.6    (f) RESET       3  
 RL1682
 RL1682.Superseded values are not recommended for survey control.
 RL1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1682.See file dsdata.txt to determine how the superseded data were derived.
 RL1682
 RL1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS482891(NAD 83)
 RL1682_MARKER: DV = VERTICAL CONTROL DISK
 RL1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1682_SP_SET: CONCRETE POST
 RL1682_STAMPING: M 153 RESET 1985
 RL1682_MARK LOGO: NGS   
 RL1682_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1682+STABILITY: SURFACE MOTION
 RL1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1682+SATELLITE: SATELLITE OBSERVATIONS - 1985
 RL1682
 RL1682  HISTORY     - Date     Condition        Report By
 RL1682  HISTORY     - 1985     MONUMENTED       MIDT
 RL1682
 RL1682                          STATION DESCRIPTION
 RL1682
 RL1682'DESCRIBED BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1985
 RL1682'ABOUT 0.1 MI (0.2 KM) EAST FROM THE MASS CITY POST OFFICE TO M-26,
 RL1682'THENCE 1.3 MI (2.1 KM) NORTHERLY TO THE JUNCTION OF M-26 AND M-38.
 RL1682'THENCE NORTHERLY ALONG M-26 FOR 6.6 MI (10.6 KM) TO MARK, 241 FT
 RL1682'(73.5 M) SOUTHWEST ALONG M-26 CENTERLINE, THENCE 64 FT (19.5 M)
 RL1682'NORTHWEST AT 90 DEGREES FROM AN 18-INCH CONCRETE CULVERT, 264 FT
 RL1682'(80.5 M) NORTHEAST ALONG M-26 CENTERLINE, THENCE 64 FT (19.5 M)
 RL1682'NORTHWEST FROM A 4 FOOT BY 6 FOOT METAL CULVERT, 1 FT (0.3 M) SOUTH
 RL1682'FROM A MWP AND SIGN, ABOUT 2 FEET BELOW THE HIGHWAY AND SET ABOUT
 RL1682'2-INCHES ABOVE THE GROUND.  NOTE=MARK CAN BE REACHED FROM THE
 RL1682'ONTONAGON-HOUGHTON COUNTY LINE BY GOING ABOUT 3.5 MI (5.6 KM)
 RL1682'SOUTHWEST ALONG STATE HIGHWAY M-26.  DESCRIBED BY BRIAN TAAVOLA,
 RL1682'MDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0073 ***********************************************************************
 RL0073  DESIGNATION -  M 154
 RL0073  PID         -  RL0073
 RL0073  STATE/COUNTY-  MI/BARAGA
 RL0073  USGS QUAD   -  L'ANSE (1985)
 RL0073
 RL0073                         *CURRENT SURVEY CONTROL
 RL0073  ___________________________________________________________________
 RL0073* NAD 83(1986)-  46 46 55.     (N)    088 25 57.     (W)     SCALED    
 RL0073* NAVD 88     -       233.305  (meters)     765.43   (feet)  ADJUSTED  
 RL0073  ___________________________________________________________________
 RL0073  GEOID HEIGHT-         -34.29  (meters)                     GEOID03
 RL0073  DYNAMIC HT  -         233.319 (meters)     765.48  (feet)  COMP
 RL0073  MODELED GRAV-     980,668.8   (mgal)                       NAVD 88
 RL0073
 RL0073  VERT ORDER  -  SECOND    CLASS 0
 RL0073
 RL0073.The horizontal coordinates were scaled from a topographic map and have
 RL0073.an estimated accuracy of +/- 6 seconds.
 RL0073
 RL0073.The orthometric height was determined by differential leveling
 RL0073.and adjusted by the National Geodetic Survey in June 1991..
 RL0073
 RL0073.The geoid height was determined by GEOID03.
 RL0073
 RL0073.The dynamic height is computed by dividing the NAVD 88
 RL0073.geopotential number by the normal gravity value computed on the
 RL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0073.degrees latitude (g = 980.6199 gals.).
 RL0073
 RL0073.The modeled gravity was interpolated from observed gravity values.
 RL0073
 RL0073;                    North         East    Units  Estimated Accuracy
 RL0073;SPC MI N     -   223,130.    7,890,620.      MT  (+/- 180 meters Scaled)
 RL0073
 RL0073                          SUPERSEDED SURVEY CONTROL
 RL0073
 RL0073  NGVD 29 (??/??/92)  233.277  (m)          765.34   (f) ADJ UNCH    2 0
 RL0073
 RL0073.Superseded values are not recommended for survey control.
 RL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0073.See file dsdata.txt to determine how the superseded data were derived.
 RL0073
 RL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS906819(NAD 83)
 RL0073_MARKER: DB = BENCH MARK DISK
 RL0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0073_STAMPING: M 154 1948
 RL0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0073+STABILITY: SURFACE MOTION
 RL0073
 RL0073  HISTORY     - Date     Condition        Report By
 RL0073  HISTORY     - 1948     MONUMENTED       CGS
 RL0073
 RL0073                          STATION DESCRIPTION
 RL0073
 RL0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0073'2 MI N FROM L ANSE.
 RL0073'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 35 (MAIN STREET
 RL0073'EXTENDED) FROM THE CITY HALL AT L ANSE, ABOUT 0.2 MILE NORTH
 RL0073'OF A ROAD EAST, ABOUT 0.35 MILE SOUTHWEST OF A ROAD EAST, AT
 RL0073'THE ENTRANCE TO THE L ANSE TOWNSHIP PARK, ON THE TOP OF A
 RL0073'SHORT 4 1/2-FOOT BENCH CUT ON EAST SIDE OF ROAD, 47 FEET EAST
 RL0073'OF THE CENTER LINE OF THE ROAD AT CENTER OF JUNCTION OF DRIVE
 RL0073'TO PARK, 40 FEET NORTH OF A TELEPHONE POLE, 35 FEET WEST OF A
 RL0073'FENCE LINE, 21 FEET SOUTHWEST OF A 7-INCH APPLE TREE, 1 1/2 FEET
 RL0073'SOUTH OF A WHITE WOODEN WITNESS POST, 4 1/2 FEET ABOVE THE
 RL0073'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0022 ***********************************************************************
 RL0022  DESIGNATION -  M 155
 RL0022  PID         -  RL0022
 RL0022  STATE/COUNTY-  MI/MARQUETTE
 RL0022  USGS QUAD   -  MICHIGAMME (1956)
 RL0022
 RL0022                         *CURRENT SURVEY CONTROL
 RL0022  ___________________________________________________________________
 RL0022* NAD 83(1986)-  46 36 34.     (N)    088 01 19.     (W)     SCALED    
 RL0022* NAVD 88     -       500.599  (meters)    1642.38   (feet)  ADJUSTED  
 RL0022  ___________________________________________________________________
 RL0022  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 RL0022  DYNAMIC HT  -         500.615 (meters)    1642.43  (feet)  COMP
 RL0022  MODELED GRAV-     980,629.2   (mgal)                       NAVD 88
 RL0022
 RL0022  VERT ORDER  -  SECOND    CLASS 0
 RL0022
 RL0022.The horizontal coordinates were scaled from a topographic map and have
 RL0022.an estimated accuracy of +/- 6 seconds.
 RL0022
 RL0022.The orthometric height was determined by differential leveling
 RL0022.and adjusted by the National Geodetic Survey in June 1991..
 RL0022
 RL0022.The geoid height was determined by GEOID03.
 RL0022
 RL0022.The dynamic height is computed by dividing the NAVD 88
 RL0022.geopotential number by the normal gravity value computed on the
 RL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0022.degrees latitude (g = 980.6199 gals.).
 RL0022
 RL0022.The modeled gravity was interpolated from observed gravity values.
 RL0022
 RL0022;                    North         East    Units  Estimated Accuracy
 RL0022;SPC MI N     -   203,470.    7,921,720.      MT  (+/- 180 meters Scaled)
 RL0022
 RL0022                          SUPERSEDED SURVEY CONTROL
 RL0022
 RL0022  NGVD 29 (??/??/92)  500.532  (m)         1642.16   (f) ADJ UNCH    2 0
 RL0022
 RL0022.Superseded values are not recommended for survey control.
 RL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0022.See file dsdata.txt to determine how the superseded data were derived.
 RL0022
 RL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS217622(NAD 83)
 RL0022_MARKER: DB = BENCH MARK DISK
 RL0022_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0022_SP_SET: ABUTMENT
 RL0022_STAMPING: M 155 1948
 RL0022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0022+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 RL0022
 RL0022  HISTORY     - Date     Condition        Report By
 RL0022  HISTORY     - 1948     MONUMENTED       CGS
 RL0022  HISTORY     - 1985     GOOD             NGS
 RL0022  HISTORY     - 20050722 GOOD             GEOCAC
 RL0022
 RL0022                          STATION DESCRIPTION
 RL0022
 RL0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0022'8.9 MI NW FROM CHAMPION.
 RL0022'ABOUT 2.35 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE STATION
 RL0022'AT CHAMPION, THENCE 6.55 MILES NORTHWEST ALONG THE HURON BAY
 RL0022'GRADE, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF A
 RL0022'60-FOOT CONCRETE BRIDGE OVER PESHEKEE RIVER, 11 FEET EAST OF
 RL0022'THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
 RL0022'NOTE-- THIS DISK IS NOT PERFECTLY LEVEL. THE ROD WAS HELD ON
 RL0022'THE HIGHEST POINT ON THE DISK WHICH IS THE 155 IN THE STAMPED
 RL0022'DESIGNATION.
 RL0022
 RL0022                          STATION RECOVERY (1985)
 RL0022
 RL0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0022'RECOVERED IN GOOD CONDITION.
 RL0022
 RL0022                          STATION RECOVERY (2005)
 RL0022
 RL0022'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0022'NAD83(1986)-   46 36 34.7 (N)   088 01 20.4 (W) HANDHELD GPS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0283 ***********************************************************************
 RK0283  DESIGNATION -  M 156
 RK0283  PID         -  RK0283
 RK0283  STATE/COUNTY-  MI/MARQUETTE
 RK0283  USGS QUAD   -  NEGAUNEE (1975)
 RK0283
 RK0283                         *CURRENT SURVEY CONTROL
 RK0283  ___________________________________________________________________
 RK0283* NAD 83(1986)-  46 36 12.     (N)    087 36 33.     (W)     SCALED    
 RK0283* NAVD 88     -       460.810  (meters)    1511.84   (feet)  ADJUSTED  
 RK0283  ___________________________________________________________________
 RK0283  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 RK0283  DYNAMIC HT  -         460.843 (meters)    1511.95  (feet)  COMP
 RK0283  MODELED GRAV-     980,670.5   (mgal)                       NAVD 88
 RK0283
 RK0283  VERT ORDER  -  SECOND    CLASS 0
 RK0283
 RK0283.The horizontal coordinates were scaled from a topographic map and have
 RK0283.an estimated accuracy of +/- 6 seconds.
 RK0283
 RK0283.The orthometric height was determined by differential leveling
 RK0283.and adjusted by the National Geodetic Survey in June 1991..
 RK0283
 RK0283.The geoid height was determined by GEOID03.
 RK0283
 RK0283.The dynamic height is computed by dividing the NAVD 88
 RK0283.geopotential number by the normal gravity value computed on the
 RK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0283.degrees latitude (g = 980.6199 gals.).
 RK0283
 RK0283.The modeled gravity was interpolated from observed gravity values.
 RK0283
 RK0283;                    North         East    Units  Estimated Accuracy
 RK0283;SPC MI N     -   202,460.    7,953,330.      MT  (+/- 180 meters Scaled)
 RK0283
 RK0283                          SUPERSEDED SURVEY CONTROL
 RK0283
 RK0283  NGVD 29 (??/??/92)  460.762  (m)         1511.68   (f) ADJ UNCH    2 0
 RK0283
 RK0283.Superseded values are not recommended for survey control.
 RK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0283.See file dsdata.txt to determine how the superseded data were derived.
 RK0283
 RK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS533612(NAD 83)
 RK0283_MARKER: DB = BENCH MARK DISK
 RK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0283_STAMPING: M 156 1948
 RK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0283+STABILITY: SURFACE MOTION
 RK0283
 RK0283  HISTORY     - Date     Condition        Report By
 RK0283  HISTORY     - 1948     MONUMENTED       CGS
 RK0283  HISTORY     - 1985     GOOD             NGS
 RK0283  HISTORY     - 20060924 GOOD             GEOCAC
 RK0283
 RK0283                          STATION DESCRIPTION
 RK0283
 RK0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0283'13.1 MI NW FROM MARQUETTE.
 RK0283'6.05 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE IN
 RK0283'MARQUETTE, THENCE 7.05 MILES NORTHWEST ALONG STATE HIGHWAY 35,
 RK0283'ALONG A VERY SHORT TANGENT NORTHWEST AND SOUTHEAST BETWEEN
 RK0283'REVERSE CURVES WITH TANGENTS EXTENDING TO EAST AND WEST, 245
 RK0283'FEET SOUTHEAST OF NORTH END OF 30-INCH PIPE CULVERT WITH
 RK0283'CONCRETE HEAD WALL, 34 FEET NORTHEAST OF THE CENTER LINE OF THE
 RK0283'HIGHWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2
 RK0283'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 RK0283'POST PROJECTING 5 INCHES.
 RK0283
 RK0283                          STATION RECOVERY (1985)
 RK0283
 RK0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0283'RECOVERED IN GOOD CONDITION.
 RK0283
 RK0283                          STATION RECOVERY (2006)
 RK0283
 RK0283'RECOVERY NOTE BY GEOCACHING 2006 (AJL)
 RK0283'MARK NO LONGER PROJECTS 5 INCHES, BUT IS NOW ABOUT FLUSH WITH THE
 RK0283'GROUND. IT WAS FOUND
 RK0283'COVERED BY ABOUT AN INCH OF SOIL. WOODEN WITNESS POST STILL STANDING.
 RK0283'MARK IS 135 FEET NW OF
 RK0283'UTILITY POLE 4926 31W6, AND ABOUT EVEN WITH THE OVERHEAD WIRES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0262 ***********************************************************************
 RK0262  DESIGNATION -  M 157
 RK0262  PID         -  RK0262
 RK0262  STATE/COUNTY-  MI/MARQUETTE
 RK0262  USGS QUAD   -  SILVER LAKE BASIN (1996)
 RK0262
 RK0262                         *CURRENT SURVEY CONTROL
 RK0262  ___________________________________________________________________
 RK0262* NAD 83(1986)-  46 44 15.     (N)    087 48 01.     (W)     SCALED    
 RK0262* NAVD 88     -       442.371  (meters)    1451.35   (feet)  ADJUSTED  
 RK0262  ___________________________________________________________________
 RK0262  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 RK0262  DYNAMIC HT  -         442.391 (meters)    1451.41  (feet)  COMP
 RK0262  MODELED GRAV-     980,645.1   (mgal)                       NAVD 88
 RK0262
 RK0262  VERT ORDER  -  SECOND    CLASS 0
 RK0262
 RK0262.The horizontal coordinates were scaled from a topographic map and have
 RK0262.an estimated accuracy of +/- 6 seconds.
 RK0262
 RK0262.The orthometric height was determined by differential leveling
 RK0262.and adjusted by the National Geodetic Survey in June 1991..
 RK0262
 RK0262.The geoid height was determined by GEOID03.
 RK0262
 RK0262.The dynamic height is computed by dividing the NAVD 88
 RK0262.geopotential number by the normal gravity value computed on the
 RK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0262.degrees latitude (g = 980.6199 gals.).
 RK0262
 RK0262.The modeled gravity was interpolated from observed gravity values.
 RK0262
 RK0262;                    North         East    Units  Estimated Accuracy
 RK0262;SPC MI N     -   217,510.    7,938,840.      MT  (+/- 180 meters Scaled)
 RK0262
 RK0262                          SUPERSEDED SURVEY CONTROL
 RK0262
 RK0262  NGVD 29 (??/??/92)  442.321  (m)         1451.18   (f) ADJ UNCH    2 0
 RK0262
 RK0262.Superseded values are not recommended for survey control.
 RK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0262.See file dsdata.txt to determine how the superseded data were derived.
 RK0262
 RK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS388763(NAD 83)
 RK0262_MARKER: DB = BENCH MARK DISK
 RK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0262_STAMPING: M 157 1948
 RK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0262+STABILITY: SURFACE MOTION
 RK0262
 RK0262  HISTORY     - Date     Condition        Report By
 RK0262  HISTORY     - 1948     MONUMENTED       CGS
 RK0262
 RK0262                          STATION DESCRIPTION
 RK0262
 RK0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0262'9.2 MI E FROM ANDERSONS HOMESTEAD.
 RK0262'9.15 MILES EAST ALONG A SAND ROAD FROM THE ROAD JUNCTION AT
 RK0262'ANDERSONS HOMESTEAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 RK0262'WEST AND NORTHEAST AND AT THE JUNCTION OF A ROAD SOUTH, 37 FEET
 RK0262'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET EAST OF THE
 RK0262'CENTER LINE OF THE ROAD SOUTH, 28 FEET SOUTHWEST OF A TELEPHONE
 RK0262'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 RK0262'ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST
 RK0262'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0124 ***********************************************************************
 RL0124  DESIGNATION -  M 160
 RL0124  PID         -  RL0124
 RL0124  STATE/COUNTY-  MI/BARAGA
 RL0124  USGS QUAD   -  HERMAN (1985)
 RL0124
 RL0124                         *CURRENT SURVEY CONTROL
 RL0124  ___________________________________________________________________
 RL0124* NAD 83(1986)-  46 44 38.     (N)    088 19 42.     (W)     SCALED    
 RL0124* NAVD 88     -       385.477  (meters)    1264.69   (feet)  ADJUSTED  
 RL0124  ___________________________________________________________________
 RL0124  GEOID HEIGHT-         -34.15  (meters)                     GEOID03
 RL0124  DYNAMIC HT  -         385.490 (meters)    1264.73  (feet)  COMP
 RL0124  MODELED GRAV-     980,636.6   (mgal)                       NAVD 88
 RL0124
 RL0124  VERT ORDER  -  SECOND    CLASS 0
 RL0124
 RL0124.The horizontal coordinates were scaled from a topographic map and have
 RL0124.an estimated accuracy of +/- 6 seconds.
 RL0124
 RL0124.The orthometric height was determined by differential leveling
 RL0124.and adjusted by the National Geodetic Survey in June 1991..
 RL0124
 RL0124.The geoid height was determined by GEOID03.
 RL0124
 RL0124.The dynamic height is computed by dividing the NAVD 88
 RL0124.geopotential number by the normal gravity value computed on the
 RL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0124.degrees latitude (g = 980.6199 gals.).
 RL0124
 RL0124.The modeled gravity was interpolated from observed gravity values.
 RL0124
 RL0124;                    North         East    Units  Estimated Accuracy
 RL0124;SPC MI N     -   218,760.    7,898,500.      MT  (+/- 180 meters Scaled)
 RL0124
 RL0124                          SUPERSEDED SURVEY CONTROL
 RL0124
 RL0124  NGVD 29 (??/??/92)  385.440  (m)         1264.56   (f) ADJ UNCH    2 0
 RL0124
 RL0124.Superseded values are not recommended for survey control.
 RL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0124.See file dsdata.txt to determine how the superseded data were derived.
 RL0124
 RL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS985775(NAD 83)
 RL0124_MARKER: DB = BENCH MARK DISK
 RL0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0124_STAMPING: M 160 1948
 RL0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0124+STABILITY: SURFACE MOTION
 RL0124
 RL0124  HISTORY     - Date     Condition        Report By
 RL0124  HISTORY     - 1948     MONUMENTED       CGS
 RL0124  HISTORY     - 1982     MARK NOT FOUND   USGS
 RL0124
 RL0124                          STATION DESCRIPTION
 RL0124
 RL0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0124'6.9 MI E FROM L ANSE.
 RL0124'ABOUT 1.25 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE DULUTH,
 RL0124'SOUTH SHORE, AND ATLANTIC RAILWAY STATION AT L ANSE, THENCE
 RL0124'ABOUT 4.05 MILES EAST-NORTHEAST AND SOUTHEAST ALONG A GRAVEL
 RL0124'ROAD, THENCE ABOUT 1.6 MILES EAST ALONG A DIRT ROAD, ABOUT
 RL0124'1.45 MILES EAST OF A LOG BRIDGE OVER SILVER RIVER, AT THE TOP
 RL0124'OF A GRADE AND THE JUNCTION OF A DIM TRAIL SOUTHEAST, 18 FEET
 RL0124'SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF THE
 RL0124'CENTER LINE OF THE DIM TRAIL, 9 FEET NORTHEAST OF A TRIANGULAR
 RL0124'BLAZED 16-INCH MAPLE TREE, 38 FEET SOUTHEAST AND ACROSS THE
 RL0124'ROAD FROM A TELEPHONE POLE, 2 FEET SOUTH OF A WHITE WOODEN
 RL0124'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 RL0124'A CONCRETE POST PROJECTING 4 INCHES.
 RL0124
 RL0124                          STATION RECOVERY (1982)
 RL0124
 RL0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 RL0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0141 ***********************************************************************
 RL0141  DESIGNATION -  M 161
 RL0141  PID         -  RL0141
 RL0141  STATE/COUNTY-  MI/BARAGA
 RL0141  USGS QUAD   -  SKANEE SOUTH (1985)
 RL0141
 RL0141                         *CURRENT SURVEY CONTROL
 RL0141  ___________________________________________________________________
 RL0141* NAD 83(1986)-  46 48 34.     (N)    088 08 00.     (W)     SCALED    
 RL0141* NAVD 88     -       338.076  (meters)    1109.17   (feet)  ADJUSTED  
 RL0141  ___________________________________________________________________
 RL0141  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 RL0141  DYNAMIC HT  -         338.091 (meters)    1109.22  (feet)  COMP
 RL0141  MODELED GRAV-     980,649.7   (mgal)                       NAVD 88
 RL0141
 RL0141  VERT ORDER  -  SECOND    CLASS 0
 RL0141
 RL0141.The horizontal coordinates were scaled from a topographic map and have
 RL0141.an estimated accuracy of +/- 6 seconds.
 RL0141
 RL0141.The orthometric height was determined by differential leveling
 RL0141.and adjusted by the National Geodetic Survey in June 1991..
 RL0141
 RL0141.The geoid height was determined by GEOID03.
 RL0141
 RL0141.The dynamic height is computed by dividing the NAVD 88
 RL0141.geopotential number by the normal gravity value computed on the
 RL0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0141.degrees latitude (g = 980.6199 gals.).
 RL0141
 RL0141.The modeled gravity was interpolated from observed gravity values.
 RL0141
 RL0141;                    North         East    Units  Estimated Accuracy
 RL0141;SPC MI N     -   225,810.    7,913,510.      MT  (+/- 180 meters Scaled)
 RL0141
 RL0141                          SUPERSEDED SURVEY CONTROL
 RL0141
 RL0141  NGVD 29 (??/??/92)  338.033  (m)         1109.03   (f) ADJ UNCH    2 0
 RL0141
 RL0141.Superseded values are not recommended for survey control.
 RL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0141.See file dsdata.txt to determine how the superseded data were derived.
 RL0141
 RL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS135846(NAD 83)
 RL0141_MARKER: DB = BENCH MARK DISK
 RL0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0141_STAMPING: M 161 1948
 RL0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0141+STABILITY: SURFACE MOTION
 RL0141
 RL0141  HISTORY     - Date     Condition        Report By
 RL0141  HISTORY     - 1948     MONUMENTED       CGS
 RL0141
 RL0141                          STATION DESCRIPTION
 RL0141
 RL0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0141'11.4 MI NW FROM ANDERSON HOMESTEAD.
 RL0141'ABOUT 5.05 MILES NORTHWEST ALONG A DIRT ROAD FROM THE ROAD
 RL0141'JUNCTION AT ANDERSONS HOMESTEAD, THENCE 6.4 MILES WEST ALONG
 RL0141'THE FORD RAILROAD, AT THE EAST END OF A LOGGING SIDING AND THE
 RL0141'CROSSING OF A LOGGING ROAD, 60 FEET WEST OF THE CENTER LINE
 RL0141'OF THE LOGGING ROAD, 22 FEET SOUTH OF THE SOUTH RAIL OF THE
 RL0141'MAIN TRACK, 7 FEET EAST OF A TRIANGULAR BLAZED 12-INCH HEMLOCK,
 RL0141'12 FEET EAST OF AN 18-INCH MAPLE TREE, 1 FOOT ABOVE THE TRACK
 RL0141'AND IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0943 ***********************************************************************
 NF0943  DESIGNATION -  M 162
 NF0943  PID         -  NF0943
 NF0943  STATE/COUNTY-  MI/ALLEGAN
 NF0943  USGS QUAD   -  ALLEGAN (1981)
 NF0943
 NF0943                         *CURRENT SURVEY CONTROL
 NF0943  ___________________________________________________________________
 NF0943* NAD 83(1986)-  42 31 52.     (N)    085 52 21.     (W)     SCALED    
 NF0943* NAVD 88     -       214.690  (meters)     704.36   (feet)  ADJUSTED  
 NF0943  ___________________________________________________________________
 NF0943  GEOID HEIGHT-         -33.09  (meters)                     GEOID03
 NF0943  DYNAMIC HT  -         214.631 (meters)     704.17  (feet)  COMP
 NF0943  MODELED GRAV-     980,344.9   (mgal)                       NAVD 88
 NF0943
 NF0943  VERT ORDER  -  SECOND    CLASS 0
 NF0943
 NF0943.The horizontal coordinates were scaled from a topographic map and have
 NF0943.an estimated accuracy of +/- 6 seconds.
 NF0943
 NF0943.The orthometric height was determined by differential leveling
 NF0943.and adjusted by the National Geodetic Survey in June 1991..
 NF0943
 NF0943.The geoid height was determined by GEOID03.
 NF0943
 NF0943.The dynamic height is computed by dividing the NAVD 88
 NF0943.geopotential number by the normal gravity value computed on the
 NF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0943.degrees latitude (g = 980.6199 gals.).
 NF0943
 NF0943.The modeled gravity was interpolated from observed gravity values.
 NF0943
 NF0943;                    North         East    Units  Estimated Accuracy
 NF0943;SPC MI S     -   115,640.    3,876,300.      MT  (+/- 180 meters Scaled)
 NF0943
 NF0943                          SUPERSEDED SURVEY CONTROL
 NF0943
 NF0943  NGVD 29 (??/??/92)  214.827  (m)          704.81   (f) ADJ UNCH    2 0
 NF0943
 NF0943.Superseded values are not recommended for survey control.
 NF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0943.See file dsdata.txt to determine how the superseded data were derived.
 NF0943
 NF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN925093(NAD 83)
 NF0943_MARKER: DB = BENCH MARK DISK
 NF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0943_STAMPING: M 162 1948
 NF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0943+STABILITY: SURFACE MOTION
 NF0943
 NF0943  HISTORY     - Date     Condition        Report By
 NF0943  HISTORY     - 1948     MONUMENTED       CGS
 NF0943  HISTORY     - 1976     GOOD             MIDH
 NF0943  HISTORY     - 1988     GOOD             USPSQD
 NF0943  HISTORY     - 19950922 GOOD             USPSQD
 NF0943
 NF0943                          STATION DESCRIPTION
 NF0943
 NF0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0943'0.8 MI NW FROM ALLEGAN.
 NF0943'0.75 MILE NORTHWEST ALONG STATE HIGHWAYS 89 AND 40 FROM THE HIGH
 NF0943'SCHOOL AT ALLEGAN, ABOUT 0.35 MILE SOUTHEAST OF THE JUNCTION OF
 NF0943'HIGHWAYS 40 AND 89, AT THE NORTH CORNER OF THE ATHLETIC FIELD, 53
 NF0943'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 218 FEET SOUTHEAST
 NF0943'OF THE CENTER LINE OF A GRAVEL ROAD SOUTHWEST, 88 FEET EAST OF THE
 NF0943'EAST CORNER OF A CONCRETE TENNIS COURT, 4 FEET NORTHWEST OF THE
 NF0943'NORTH CORNER OF THE FIELD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 NF0943'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0943'POST PROJECTING 5 INCHES.
 NF0943
 NF0943                          STATION RECOVERY (1976)
 NF0943
 NF0943'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0943'RECOVERED IN GOOD CONDITION.
 NF0943
 NF0943                          STATION RECOVERY (1988)
 NF0943
 NF0943'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0943'RECOVERED IN GOOD CONDITION.
 NF0943
 NF0943                          STATION RECOVERY (1995)
 NF0943
 NF0943'RECOVERY NOTE BY US POWER SQUADRON 1995
 NF0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0091 ***********************************************************************
 RL0091  DESIGNATION -  M 163
 RL0091  PID         -  RL0091
 RL0091  STATE/COUNTY-  MI/BARAGA
 RL0091  USGS QUAD   -  AURA (1984)
 RL0091
 RL0091                         *CURRENT SURVEY CONTROL
 RL0091  ___________________________________________________________________
 RL0091* NAD 83(1986)-  46 50 15.     (N)    088 17 53.     (W)     SCALED    
 RL0091* NAVD 88     -       257.976  (meters)     846.38   (feet)  ADJUSTED  
 RL0091  ___________________________________________________________________
 RL0091  GEOID HEIGHT-         -34.76  (meters)                     GEOID03
 RL0091  DYNAMIC HT  -         257.990 (meters)     846.42  (feet)  COMP
 RL0091  MODELED GRAV-     980,663.4   (mgal)                       NAVD 88
 RL0091
 RL0091  VERT ORDER  -  SECOND    CLASS 0
 RL0091
 RL0091.The horizontal coordinates were scaled from a topographic map and have
 RL0091.an estimated accuracy of +/- 6 seconds.
 RL0091
 RL0091.The orthometric height was determined by differential leveling
 RL0091.and adjusted by the National Geodetic Survey in June 1991..
 RL0091
 RL0091.The geoid height was determined by GEOID03.
 RL0091
 RL0091.The dynamic height is computed by dividing the NAVD 88
 RL0091.geopotential number by the normal gravity value computed on the
 RL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0091.degrees latitude (g = 980.6199 gals.).
 RL0091
 RL0091.The modeled gravity was interpolated from observed gravity values.
 RL0091
 RL0091;                    North         East    Units  Estimated Accuracy
 RL0091;SPC MI N     -   229,120.    7,900,990.      MT  (+/- 180 meters Scaled)
 RL0091
 RL0091                          SUPERSEDED SURVEY CONTROL
 RL0091
 RL0091  NGVD 29 (??/??/92)  257.943  (m)          846.27   (f) ADJ UNCH    2 0
 RL0091
 RL0091.Superseded values are not recommended for survey control.
 RL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0091.See file dsdata.txt to determine how the superseded data were derived.
 RL0091
 RL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS010879(NAD 83)
 RL0091_MARKER: DB = BENCH MARK DISK
 RL0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0091_STAMPING: M 163 1948
 RL0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0091+STABILITY: SURFACE MOTION
 RL0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL0091+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2005
 RL0091
 RL0091  HISTORY     - Date     Condition        Report By
 RL0091  HISTORY     - 1948     MONUMENTED       CGS
 RL0091  HISTORY     - 20050630 GOOD             GEOCAC
 RL0091
 RL0091                          STATION DESCRIPTION
 RL0091
 RL0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0091'2.5 MI SE FROM AURA.
 RL0091'ABOUT 0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE CO-OP STORE AT
 RL0091'AURA, THENCE ABOUT 2.0 MILES SOUTH ALONG A GRAVEL ROAD, AT THE
 RL0091'JUNCTION OF A ROAD EAST, 52 FEET SOUTHEAST OF THE CENTER OF THE
 RL0091'JUNCTION, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 30
 RL0091'FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET NORTH OF AN
 RL0091'8-INCH FORKED ASPEN TREE, ABOUT LEVEL WITH THE ROAD AND SET IN
 RL0091'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 RL0091
 RL0091                          STATION RECOVERY (2005)
 RL0091
 RL0091'RECOVERY NOTE BY GEOCACHING 2005 (MPR)
 RL0091'2.5 MILES SOUTHEAST OF AURA.
 RL0091'ABOUT 1.5 MILES SOUTH ALONG TOWNLINE ROAD FROM THE AURA TOWN HALL TO
 RL0091'THE JUNCTION WITH BEESLEY RD EAST.  42 FT SOUTH OF THE C/L BEESLEY RD,
 RL0091'30 FT EAST OF THE C/L OF TOWNLINE RD, 12.5 FT SOUTH-SOUTHWEST OF
 RL0091'UTILITY POLE HBC25, 1.4 FT WEST-NORTHWEST OF A USGS METAL WITNESS
 RL0091'POST, ABOUT 1 FT BELOW LEVEL WITH TOWNLINE RD AND PROJECTING 3-INCHES.
 RL0091' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0116 ***********************************************************************
 RL0116  DESIGNATION -  M 164
 RL0116  PID         -  RL0116
 RL0116  STATE/COUNTY-  MI/BARAGA
 RL0116  USGS QUAD   -  MC COMB CORNER (1984)
 RL0116
 RL0116                         *CURRENT SURVEY CONTROL
 RL0116  ___________________________________________________________________
 RL0116* NAD 83(1986)-  46 48 53.     (N)    088 00 38.     (W)     SCALED    
 RL0116* NAVD 88     -       347.346  (meters)    1139.58   (feet)  ADJUSTED  
 RL0116  ___________________________________________________________________
 RL0116  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 RL0116  DYNAMIC HT  -         347.364 (meters)    1139.64  (feet)  COMP
 RL0116  MODELED GRAV-     980,656.5   (mgal)                       NAVD 88
 RL0116
 RL0116  VERT ORDER  -  SECOND    CLASS 0
 RL0116
 RL0116.The horizontal coordinates were scaled from a topographic map and have
 RL0116.an estimated accuracy of +/- 6 seconds.
 RL0116
 RL0116.The orthometric height was determined by differential leveling
 RL0116.and adjusted by the National Geodetic Survey in June 1991..
 RL0116
 RL0116.The geoid height was determined by GEOID03.
 RL0116
 RL0116.The dynamic height is computed by dividing the NAVD 88
 RL0116.geopotential number by the normal gravity value computed on the
 RL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0116.degrees latitude (g = 980.6199 gals.).
 RL0116
 RL0116.The modeled gravity was interpolated from observed gravity values.
 RL0116
 RL0116;                    North         East    Units  Estimated Accuracy
 RL0116;SPC MI N     -   226,270.    7,922,880.      MT  (+/- 180 meters Scaled)
 RL0116
 RL0116                          SUPERSEDED SURVEY CONTROL
 RL0116
 RL0116  NGVD 29 (??/??/92)  347.303  (m)         1139.44   (f) ADJ UNCH    2 0
 RL0116
 RL0116.Superseded values are not recommended for survey control.
 RL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0116.See file dsdata.txt to determine how the superseded data were derived.
 RL0116
 RL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS229850(NAD 83)
 RL0116_MARKER: DB = BENCH MARK DISK
 RL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0116_STAMPING: M 164 1948
 RL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0116+STABILITY: SURFACE MOTION
 RL0116
 RL0116  HISTORY     - Date     Condition        Report By
 RL0116  HISTORY     - 1948     MONUMENTED       CGS
 RL0116
 RL0116                          STATION DESCRIPTION
 RL0116
 RL0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RL0116'13.1 MI SE FROM SKANEE.
 RL0116'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE TOWN HALL AT
 RL0116'SKANEE, THENCE ABOUT 5.0 MILES EAST ALONG A GRAVEL ROAD, THENCE
 RL0116'ABOUT 7.4 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO THE
 RL0116'FORD MOTOR COMPANY LOGGING CAMP AT THE EAST END OF THE FORD
 RL0116'MOTOR COMPANY RAILROAD, ABOUT 0.2 MILE SOUTHEAST OF A 9-FOOT
 RL0116'WOODEN BRIDGE, AT THE JUNCTION OF A ROAD NORTH, 86 FEET
 RL0116'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION, 28 FEET WEST
 RL0116'OF A TRIANGULAR BLAZED 18-INCH BIRCH TREE, 22 FEET SOUTH OF THE
 RL0116'CENTER LINE OF THE ROAD, 19 FEET EAST-SOUTHEAST OF A
 RL0116'TRIANGULAR BLAZED MAPLE TREE, ABOUT LEVEL WITH THE ROAD AND SET
 RL0116'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0301 ***********************************************************************
 RK0301  DESIGNATION -  M 165
 RK0301  PID         -  RK0301
 RK0301  STATE/COUNTY-  MI/MARQUETTE
 RK0301  USGS QUAD   -  BUCKROE (1985)
 RK0301
 RK0301                         *CURRENT SURVEY CONTROL
 RK0301  ___________________________________________________________________
 RK0301* NAD 83(1986)-  46 39 31.     (N)    087 30 41.     (W)     SCALED    
 RK0301* NAVD 88     -       191.291  (meters)     627.59   (feet)  ADJUSTED  
 RK0301  ___________________________________________________________________
 RK0301  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 RK0301  DYNAMIC HT  -         191.309 (meters)     627.65  (feet)  COMP
 RK0301  MODELED GRAV-     980,699.5   (mgal)                       NAVD 88
 RK0301
 RK0301  VERT ORDER  -  SECOND    CLASS 0
 RK0301
 RK0301.The horizontal coordinates were scaled from a topographic map and have
 RK0301.an estimated accuracy of +/- 6 seconds.
 RK0301
 RK0301.The orthometric height was determined by differential leveling
 RK0301.and adjusted by the National Geodetic Survey in June 1991..
 RK0301
 RK0301.The geoid height was determined by GEOID03.
 RK0301
 RK0301.The dynamic height is computed by dividing the NAVD 88
 RK0301.geopotential number by the normal gravity value computed on the
 RK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0301.degrees latitude (g = 980.6199 gals.).
 RK0301
 RK0301.The modeled gravity was interpolated from observed gravity values.
 RK0301
 RK0301;                    North         East    Units  Estimated Accuracy
 RK0301;SPC MI N     -   208,560.    7,960,860.      MT  (+/- 180 meters Scaled)
 RK0301
 RK0301                          SUPERSEDED SURVEY CONTROL
 RK0301
 RK0301  NGVD 29 (??/??/92)  191.252  (m)          627.47   (f) ADJ UNCH    2 0
 RK0301
 RK0301.Superseded values are not recommended for survey control.
 RK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0301.See file dsdata.txt to determine how the superseded data were derived.
 RK0301
 RK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS608673(NAD 83)
 RK0301_MARKER: DB = BENCH MARK DISK
 RK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0301_STAMPING: M 165 1948
 RK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0301+STABILITY: SURFACE MOTION
 RK0301
 RK0301  HISTORY     - Date     Condition        Report By
 RK0301  HISTORY     - 1948     MONUMENTED       CGS
 RK0301
 RK0301                          STATION DESCRIPTION
 RK0301
 RK0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 RK0301'5 MI SE FROM BIRCH.
 RK0301'4.95 MILES SOUTHEAST ALONG COUNTY ROAD 550 FROM THE LAKE SUPERIOR
 RK0301'AND ISHPEMING RAILWAY STATION AT BIRCH, ABOUT 1.0 MILE NORTHWEST
 RK0301'OF THE CROSSING OF THE L.S. AND I. RY., ABOUT 110 YARDS SOUTH
 RK0301'OF A CURVE IN THE ROAD WITH TANGENTS SOUTH AND NORTHWEST, 63
 RK0301'FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM A TRIANGULAR BLAZED
 RK0301'20-INCH BIRCH TREE, 34 FEET WEST OF THE CENTER LINE OF THE ROAD,
 RK0301'35 1/2 FEET SOUTH OF A TRIANGULAR BLAZED 16-INCH MAPLE TREE,
 RK0301'28 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 20-INCH BIRCH
 RK0301'TREE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 4 FEET
 RK0301'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RK0301'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0435 ***********************************************************************
 NF0435  DESIGNATION -  M 166
 NF0435  PID         -  NF0435
 NF0435  STATE/COUNTY-  MI/KENT
 NF0435  USGS QUAD   -  FREEPORT (1978)
 NF0435
 NF0435                         *CURRENT SURVEY CONTROL
 NF0435  ___________________________________________________________________
 NF0435* NAD 83(1986)-  42 48 48.     (N)    085 22 09.     (W)     SCALED    
 NF0435* NAVD 88     -       243.553  (meters)     799.06   (feet)  ADJUSTED  
 NF0435  ___________________________________________________________________
 NF0435  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF0435  DYNAMIC HT  -         243.484 (meters)     798.83  (feet)  COMP
 NF0435  MODELED GRAV-     980,331.7   (mgal)                       NAVD 88
 NF0435
 NF0435  VERT ORDER  -  SECOND    CLASS 0
 NF0435
 NF0435.The horizontal coordinates were scaled from a topographic map and have
 NF0435.an estimated accuracy of +/- 6 seconds.
 NF0435
 NF0435.The orthometric height was determined by differential leveling
 NF0435.and adjusted by the National Geodetic Survey in June 1991..
 NF0435
 NF0435.The geoid height was determined by GEOID03.
 NF0435
 NF0435.The dynamic height is computed by dividing the NAVD 88
 NF0435.geopotential number by the normal gravity value computed on the
 NF0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0435.degrees latitude (g = 980.6199 gals.).
 NF0435
 NF0435.The modeled gravity was interpolated from observed gravity values.
 NF0435
 NF0435;                    North         East    Units  Estimated Accuracy
 NF0435;SPC MI S     -   146,370.    3,918,020.      MT  (+/- 180 meters Scaled)
 NF0435
 NF0435                          SUPERSEDED SURVEY CONTROL
 NF0435
 NF0435  NGVD 29 (??/??/92)  243.677  (m)          799.46   (f) ADJ UNCH    2 0
 NF0435
 NF0435.Superseded values are not recommended for survey control.
 NF0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0435.See file dsdata.txt to determine how the superseded data were derived.
 NF0435
 NF0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN333413(NAD 83)
 NF0435_MARKER: DB = BENCH MARK DISK
 NF0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0435_STAMPING: M 166 1948
 NF0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0435+STABILITY: SURFACE MOTION
 NF0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF0435+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2001
 NF0435
 NF0435  HISTORY     - Date     Condition        Report By
 NF0435  HISTORY     - 1948     MONUMENTED       CGS
 NF0435  HISTORY     - 1985     GOOD             USPSQD
 NF0435  HISTORY     - 1987     GOOD             USPSQD
 NF0435  HISTORY     - 1988     GOOD             USPSQD
 NF0435  HISTORY     - 1989     GOOD             USPSQD
 NF0435  HISTORY     - 19991009 GOOD             USPSQD
 NF0435  HISTORY     - 20010806 GOOD             NGS
 NF0435  HISTORY     - 20011217 GOOD             LOCSUR
 NF0435
 NF0435                          STATION DESCRIPTION
 NF0435
 NF0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0435'AT BROWNE CENTER.
 NF0435'AT BROWNE CENTER, 430 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 NF0435'OF STATE HIGHWAY 50 AND 84TH STREET SE, IN THE SOUTHWEST CORNER
 NF0435'OF THE STANDARD SCHOOL YARD, 288 FEET SOUTH-SOUTHWEST OF THE
 NF0435'SOUTHWEST CORNER OF THE SCHOOL BUILDING, 40 FEET EAST OF THE
 NF0435'CENTER LINE OF THE HIGHWAY, 6 1/2 FEET EAST OF A FENCE CORNER,
 NF0435'19 FEET SOUTHEAST OF A 24-INCH ELM TREE, 1 FOOT NORTH OF A
 NF0435'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 NF0435'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 NF0435'POST PROJECTING 3 INCHES.
 NF0435
 NF0435                          STATION RECOVERY (1985)
 NF0435
 NF0435'RECOVERY NOTE BY US POWER SQUADRON 1985
 NF0435'RECOVERED IN GOOD CONDITION.
 NF0435
 NF0435                          STATION RECOVERY (1987)
 NF0435
 NF0435'RECOVERY NOTE BY US POWER SQUADRON 1987 (RPB)
 NF0435'RECOVERED IN GOOD CONDITION.
 NF0435
 NF0435                          STATION RECOVERY (1988)
 NF0435
 NF0435'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 NF0435'RECOVERED IN GOOD CONDITION.
 NF0435
 NF0435                          STATION RECOVERY (1989)
 NF0435
 NF0435'RECOVERY NOTE BY US POWER SQUADRON 1989 (TOH)
 NF0435'RECOVERED IN GOOD CONDITION.
 NF0435
 NF0435                          STATION RECOVERY (1999)
 NF0435
 NF0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0435'RECOVERED IN GOOD CONDITION.
 NF0435
 NF0435                          STATION RECOVERY (2001)
 NF0435
 NF0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0435'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 NF0435
 NF0435                          STATION RECOVERY (2001)
 NF0435
 NF0435'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (KB)
 NF0435'ADDITIONAL INFO.- NW COR. SEC. 22, T5N, R9W IS N05D39M13SW 423.05'
 NF0435'(128.95 M), SW COR. SCHOOL NNE 287.3' (87.6 M), SE COR. BRICK HSE. W
 NF0435'155.7' (47.5 M), ANGLE IRON FENCE POST W 10.0' (3.0 M), C/L ALDEN NASH
 NF0435'AVE. (M-50) W 40' (12.2 M), W. FACE 26 IN. WALNUT E 7.7' (2.3 M).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0389 ***********************************************************************
 NF0389  DESIGNATION -  M 168
 NF0389  PID         -  NF0389
 NF0389  STATE/COUNTY-  MI/BARRY
 NF0389  USGS QUAD   -  WOODLAND (1981)
 NF0389
 NF0389                         *CURRENT SURVEY CONTROL
 NF0389  ___________________________________________________________________
 NF0389* NAD 83(1986)-  42 43 27.     (N)    085 13 02.     (W)     SCALED    
 NF0389* NAVD 88     -       247.130  (meters)     810.79   (feet)  ADJUSTED  
 NF0389  ___________________________________________________________________
 NF0389  GEOID HEIGHT-         -33.86  (meters)                     GEOID03
 NF0389  DYNAMIC HT  -         247.055 (meters)     810.55  (feet)  COMP
 NF0389  MODELED GRAV-     980,313.9   (mgal)                       NAVD 88
 NF0389
 NF0389  VERT ORDER  -  SECOND    CLASS 0
 NF0389
 NF0389.The horizontal coordinates were scaled from a topographic map and have
 NF0389.an estimated accuracy of +/- 6 seconds.
 NF0389
 NF0389.The orthometric height was determined by differential leveling
 NF0389.and adjusted by the National Geodetic Survey in June 1991..
 NF0389
 NF0389.The geoid height was determined by GEOID03.
 NF0389
 NF0389.The dynamic height is computed by dividing the NAVD 88
 NF0389.geopotential number by the normal gravity value computed on the
 NF0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0389.degrees latitude (g = 980.6199 gals.).
 NF0389
 NF0389.The modeled gravity was interpolated from observed gravity values.
 NF0389
 NF0389;                    North         East    Units  Estimated Accuracy
 NF0389;SPC MI S     -   136,330.    3,930,340.      MT  (+/- 180 meters Scaled)
 NF0389
 NF0389                          SUPERSEDED SURVEY CONTROL
 NF0389
 NF0389  NGVD 29 (??/??/92)  247.250  (m)          811.19   (f) ADJ UNCH    2 0
 NF0389
 NF0389.Superseded values are not recommended for survey control.
 NF0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0389.See file dsdata.txt to determine how the superseded data were derived.
 NF0389
 NF0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN459317(NAD 83)
 NF0389_MARKER: DB = BENCH MARK DISK
 NF0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0389_STAMPING: M 168 1948
 NF0389_MARK LOGO: CGS   
 NF0389_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0389+STABILITY: SURFACE MOTION
 NF0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0389+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2004
 NF0389
 NF0389  HISTORY     - Date     Condition        Report By
 NF0389  HISTORY     - 1948     MONUMENTED       CGS
 NF0389  HISTORY     - 19951118 GOOD             MI-015
 NF0389  HISTORY     - 20040417 GOOD             USPSQD
 NF0389
 NF0389                          STATION DESCRIPTION
 NF0389
 NF0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0389'4 MI NW FROM COATS GROVE.
 NF0389'1.0 MILE WEST ALONG STATE HIGHWAY 43 FROM THE CROSSROADS AND
 NF0389'SCHOOL AT COATS GROVE, THENCE ABOUT 3.0 MILES NORTH ALONG A
 NF0389'GRAVEL ROAD, 0.6 MILE NORTH OF FULLER CEMETERY, ABOUT 0.15 MILE
 NF0389'SOUTH OF A CROSS ROAD, 0.25 MILE NORTH OF A BRIDGE OVER THORNAPPLE
 NF0389'RIVER, 24 FEET EAST OF THE SOUTHEAST CORNER OF HOUSE NO. 4841,
 NF0389'29 FEET WEST OF THE CENTER LINE OF THE ROAD, 41 1/2 FEET SOUTH
 NF0389'OF THE CENTER LINE OF THE DRIVE TO HOUSE, 11 1/2 FEET EAST
 NF0389'OF A 20-INCH WALNUT TREE, 7 FEET WEST OF A FENCE CORNER, 1 1/2
 NF0389'FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE
 NF0389'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0389
 NF0389                          STATION RECOVERY (1995)
 NF0389
 NF0389'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1995 (BR)
 NF0389'1.0 MI (1.6 KM) WEST ALONG STATE HIGHWAY 43 FROM THE CROSSROADS AND
 NF0389'SCHOOL AT COATS GROVE, THENCE ABOUT 3.0 MI (4.8 KM) NORTH ALONG A
 NF0389'GRAVEL ROAD, 0.6 MI (1.0 KM) NORTH OF FULLER CEMETERY, ABOUT 0.15 MI
 NF0389'(0.24 KM) SOUTH OF A CROSS ROAD, 0.25 MI (0.40 KM) NORTH OF A BRIDGE
 NF0389'OVER THORNAPPLE RIVER, 24 FT (7.3 M) EAST OF THE SOUTHEAST CORNER OF
 NF0389'HOUSE NO.  4841, 29 FT (8.8 M) WEST OF THE CENTER LINE OF THE ROAD,
 NF0389'41.5 FT (12.6 M) SOUTH OF THE CENTER LINE OF THE DRIVE TO HOUSE, 11.5
 NF0389'FT (3.5 M) EAST OF A 20 INCH WALNUT TREE, 7 FT (2.1 M) WEST OF A FENCE
 NF0389'CORNER, 1.5 FT (0.5 M) EAST OF A WHITE WOODEN WITNESS POST, 2.5 FT
 NF0389'(0.8 M) ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0389'PROJECTING 3 INCHES.  RECOVERY 1995 (BARRY COUNTY REMONUMENTATION)
 NF0389'MARGINALLY SUITED FOR GPS.  25 FT (7.6 M) WEST OF THE CENTERLINE OF
 NF0389'CHARLTON PARK ROAD, 54 FT (16.5 M) EAST-SOUTHEAST OF A 12 INCH BLACK
 NF0389'WALNUT, 12 FT (3.7 M) EAST OF A 24 INCH BLACK WALNUT, 737 FT (224.6 M)
 NF0389'SOUTH OF THE CENTERLINE OF STATE HIGHWAY M-43, JUST WEST OF THE
 NF0389'BACKSLOPE OF DITCH, HOUSE IS NOW ABANDONED AND NEARLY FALLEN DOWN.
 NF0389'NEW DESCRIPTION FROM THE MAIN INTERSECTION IN WOODLAND, TRAVEL WEST ON
 NF0389'STATE HIGHWAY M-43 4.2 MI (6.8 KM) TO A CROSS ROAD, TURN LEFT AND
 NF0389'TRAVEL SOUTH ALONG CHARLTON PARK ROAD 0.14 MI (0.23 KM) TO STATION ON
 NF0389'THE RIGHT.
 NF0389
 NF0389                          STATION RECOVERY (2004)
 NF0389
 NF0389'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF0389'CURRENT 1.5 FT EAST OF A CARSENITE WITNESS POST AND HOUSE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0862 ***********************************************************************
 NF0862  DESIGNATION -  M 169
 NF0862  PID         -  NF0862
 NF0862  STATE/COUNTY-  MI/KENT
 NF0862  USGS QUAD   -  CALEDONIA (1982)
 NF0862
 NF0862                         *CURRENT SURVEY CONTROL
 NF0862  ___________________________________________________________________
 NF0862* NAD 83(1986)-  42 49 40.     (N)    085 35 10.     (W)     SCALED    
 NF0862* NAVD 88     -       237.490  (meters)     779.17   (feet)  ADJUSTED  
 NF0862  ___________________________________________________________________
 NF0862  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0862  DYNAMIC HT  -         237.424 (meters)     778.95  (feet)  COMP
 NF0862  MODELED GRAV-     980,338.9   (mgal)                       NAVD 88
 NF0862
 NF0862  VERT ORDER  -  SECOND    CLASS 0
 NF0862
 NF0862.The horizontal coordinates were scaled from a topographic map and have
 NF0862.an estimated accuracy of +/- 6 seconds.
 NF0862
 NF0862.The orthometric height was determined by differential leveling
 NF0862.and adjusted by the National Geodetic Survey in June 1991..
 NF0862
 NF0862.The geoid height was determined by GEOID03.
 NF0862
 NF0862.The dynamic height is computed by dividing the NAVD 88
 NF0862.geopotential number by the normal gravity value computed on the
 NF0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0862.degrees latitude (g = 980.6199 gals.).
 NF0862
 NF0862.The modeled gravity was interpolated from observed gravity values.
 NF0862
 NF0862;                    North         East    Units  Estimated Accuracy
 NF0862;SPC MI S     -   148,210.    3,900,300.      MT  (+/- 180 meters Scaled)
 NF0862
 NF0862                          SUPERSEDED SURVEY CONTROL
 NF0862
 NF0862  NGVD 29 (??/??/92)  237.621  (m)          779.59   (f) ADJ UNCH    2 0
 NF0862
 NF0862.Superseded values are not recommended for survey control.
 NF0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0862.See file dsdata.txt to determine how the superseded data were derived.
 NF0862
 NF0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN155426(NAD 83)
 NF0862_MARKER: DB = BENCH MARK DISK
 NF0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0862_SP_SET: CONCRETE POST
 NF0862_STAMPING: M 169 1948
 NF0862_MARK LOGO: CGS   
 NF0862_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0862+STABILITY: SURFACE MOTION
 NF0862
 NF0862  HISTORY     - Date     Condition        Report By
 NF0862  HISTORY     - 1948     MONUMENTED       CGS
 NF0862  HISTORY     - 1987     GOOD             USPSQD
 NF0862  HISTORY     - 1988     GOOD             USPSQD
 NF0862  HISTORY     - 1991     GOOD             USPSQD
 NF0862  HISTORY     - 19921104 GOOD             LOCSUR
 NF0862  HISTORY     - 19950316 GOOD             LOCENG
 NF0862
 NF0862                          STATION DESCRIPTION
 NF0862
 NF0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0862'1 MI S FROM DUTTON.
 NF0862'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 37 FROM THE CROSSROADS
 NF0862'AT DUTTON, ABOUT 0.7 MILE SOUTH OF DUTTON CEMETERY, AT THE
 NF0862'INTERSECTION OF 76TH STREET SE, 61 FEET NORTHWEST OF THE CENTER
 NF0862'OF THE INTERSECTION, 43 FEET WEST OF THE CENTER LINE OF THE
 NF0862'HIGHWAY, 39 FEET NORTHEAST OF THE NORTH END OF A 12-INCH PIPE
 NF0862'CULVERT ON ROAD WEST, 24 FEET SOUTH-SOUTHEAST OF A TRANSFORMER
 NF0862'POWER POLE, 14 1/2 FEET NORTHEAST OF A 24-INCH ELM TREE, 1 1/2
 NF0862'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 NF0862'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0862'INCHES.
 NF0862
 NF0862                          STATION RECOVERY (1987)
 NF0862
 NF0862'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0862'RECOVERED IN GOOD CONDITION.
 NF0862
 NF0862                          STATION RECOVERY (1988)
 NF0862
 NF0862'RECOVERY NOTE BY US POWER SQUADRON 1988 (DMW)
 NF0862'RECOVERED IN GOOD CONDITION.
 NF0862
 NF0862                          STATION RECOVERY (1991)
 NF0862
 NF0862'RECOVERY NOTE BY US POWER SQUADRON 1991 (RBP)
 NF0862'RECOVERED IN GOOD CONDITION.
 NF0862
 NF0862                          STATION RECOVERY (1992)
 NF0862
 NF0862'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 NF0862'STATION IS LOCATED 1.0 MILES (1.6 KM) SOUTH OF THE CROSSROADS AT
 NF0862'DUTTON (68TH STREET AND HANNA LAKE AVENUE).  AT THE NORTHWEST CORNER
 NF0862'OF THE INTERSECTION OF 76TH STREET AND HANNA LAKE AVENUE.  IN THE
 NF0862'SOUTHEAST CORNER OF SECTION 10, GAINES TOWNSHIP, T-5-N, R-11-W, KENT
 NF0862'COUNTY.  TO REACH FROM US 131 AND 76TH STREET INTERCHANGE (EXIT NO
 NF0862'176) TRAVEL EAST 4.35 MILES (7.00 KM) TO 76TH STREET AND HANNA LAKE
 NF0862'INTERSECTION.  STATION IS 44.7 FEET (13.6 M) NORTH OF THE CENTERLINE
 NF0862'OF 76TH STREET, 41.8 FEET (12.7 M) WEST OF THE CENTERLINE OF HANNA
 NF0862'LAKE AVENUE, 24.0 FEET (7.3 M) SOUTH 05 DEGREES EAST OF A POWER POLE,
 NF0862'1.25 FEET (0.38 M) EAST OF A CARSONITE WITNESS POST.  SET IN TOP OF A
 NF0862'12-INCH DIAMETER CONCRETE POST.  DESCRIBED BY - CHRIS MARSHALL.
 NF0862
 NF0862                          STATION RECOVERY (1995)
 NF0862
 NF0862'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (HH)
 NF0862'STATION IS LOCATED IN THE SOUTHEAST CORNER SECTION 10, T5N R11W,
 NF0862'GAINES TWP., KENT COUNTY.  APPROXIMATELY TEN MILES SOUTHERLY FROM
 NF0862'DOWNTOWN GRAND RAPIDS TO EXIT 76 ON US 131, 76TH STREET, TRAVEL EAST
 NF0862'4.3 MILES (6.9 KM) TO HANNA LAKE AVENUE.  STATION IS 42 FEET (12.8 M)
 NF0862'WEST OF HANNA LAKE AVENUE, AND 45 FEET (13.7 M) NORTH OF CENTERLINE
 NF0862'76TH STREET, 24 FEET (7.3 M) SOUTH OF POWER POLE, 15 FEET (4.6 M)
 NF0862'NORTHEAST OF 12 INCH OAK, 1 FOOT (0.3 M) EAST OF CARSONITE WITNESS
 NF0862'POST.  STANDARD DISK SET IN A CIRCULAR CONCRETE POST STAMPED M 169
 NF0862'1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0283 ***********************************************************************
 OK0283  DESIGNATION -  M 16=952
 OK0283  PID         -  OK0283
 OK0283  STATE/COUNTY-  MI/ISABELLA
 OK0283  USGS QUAD   -  BLANCHARD (1979)
 OK0283
 OK0283                         *CURRENT SURVEY CONTROL
 OK0283  ___________________________________________________________________
 OK0283* NAD 83(1986)-  43 31 15.     (N)    085 04 50.     (W)     SCALED    
 OK0283* NAVD 88     -       289.679  (meters)     950.39   (feet)  ADJUSTED  
 OK0283  ___________________________________________________________________
 OK0283  GEOID HEIGHT-         -32.62  (meters)                     GEOID03
 OK0283  DYNAMIC HT  -         289.625 (meters)     950.21  (feet)  COMP
 OK0283  MODELED GRAV-     980,423.7   (mgal)                       NAVD 88
 OK0283
 OK0283  VERT ORDER  -  FIRST     CLASS II
 OK0283
 OK0283.The horizontal coordinates were scaled from a topographic map and have
 OK0283.an estimated accuracy of +/- 6 seconds.
 OK0283
 OK0283.The orthometric height was determined by differential leveling
 OK0283.and adjusted by the National Geodetic Survey in June 1991..
 OK0283
 OK0283.The geoid height was determined by GEOID03.
 OK0283
 OK0283.The dynamic height is computed by dividing the NAVD 88
 OK0283.geopotential number by the normal gravity value computed on the
 OK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0283.degrees latitude (g = 980.6199 gals.).
 OK0283
 OK0283.The modeled gravity was interpolated from observed gravity values.
 OK0283
 OK0283;                    North         East    Units  Estimated Accuracy
 OK0283;SPC MI S     -   224,720.    3,942,290.      MT  (+/- 180 meters Scaled)
 OK0283
 OK0283                          SUPERSEDED SURVEY CONTROL
 OK0283
 OK0283  NGVD 29 (??/??/92)  289.802  (m)          950.79   (f) ADJ UNCH    1 2
 OK0283
 OK0283.Superseded values are not recommended for survey control.
 OK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0283.See file dsdata.txt to determine how the superseded data were derived.
 OK0283
 OK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP551204(NAD 83)
 OK0283_MARKER: P = PIPE CAP
 OK0283_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OK0283_SP_SET: METAL PIPE DRIVEN INTO GROUND
 OK0283_STAMPING: MICH 950.792 M 16
 OK0283_PROJECTION: FLUSH
 OK0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OK0283
 OK0283  HISTORY     - Date     Condition        Report By
 OK0283  HISTORY     - UNK      MONUMENTED       USGS
 OK0283  HISTORY     - 1934     GOOD             NGS
 OK0283  HISTORY     - 19921111 MARK NOT FOUND   NGS
 OK0283  HISTORY     - 20001031 MARK NOT FOUND   LOCSUR
 OK0283
 OK0283                          STATION DESCRIPTION
 OK0283
 OK0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OK0283'AT BLANCHARD.
 OK0283'AT BLANCHARD, ACROSS THE TRACK FROM THE WEST END OF THE C AND O
 OK0283'RAILWAY STATION, 28.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 OK0283'TRACK, AND 4 YARDS FROM THE NEAREST RAIL.  A U.S. GEOLOGICAL
 OK0283'SURVEY STANDARD CAP, STAMPED MICH. 950.792 M 16 AND RIVETED ON
 OK0283'THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 15 INCHES ABOVE
 OK0283'GROUND.
 OK0283
 OK0283                          STATION RECOVERY (1992)
 OK0283
 OK0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 OK0283'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE RIGHT-OF-WAY GRADED.
 OK0283'ASSUMED DESTROYED.
 OK0283
 OK0283                          STATION RECOVERY (2000)
 OK0283
 OK0283'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000
 OK0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0304 ***********************************************************************
 NF0304  DESIGNATION -  M 17
 NF0304  PID         -  NF0304
 NF0304  STATE/COUNTY-  MI/IONIA
 NF0304  USGS QUAD   -  IONIA (1978)
 NF0304
 NF0304                         *CURRENT SURVEY CONTROL
 NF0304  ___________________________________________________________________
 NF0304* NAD 83(1986)-  42 59 14.     (N)    085 05 53.     (W)     SCALED    
 NF0304* NAVD 88     -       222.906  (meters)     731.32   (feet)  ADJUSTED  
 NF0304  ___________________________________________________________________
 NF0304  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 NF0304  DYNAMIC HT  -         222.849 (meters)     731.13  (feet)  COMP
 NF0304  MODELED GRAV-     980,357.6   (mgal)                       NAVD 88
 NF0304
 NF0304  VERT ORDER  -  FIRST     CLASS II
 NF0304
 NF0304.The horizontal coordinates were scaled from a topographic map and have
 NF0304.an estimated accuracy of +/- 6 seconds.
 NF0304
 NF0304.The orthometric height was determined by differential leveling
 NF0304.and adjusted by the National Geodetic Survey in June 1991..
 NF0304
 NF0304.The geoid height was determined by GEOID03.
 NF0304
 NF0304.The dynamic height is computed by dividing the NAVD 88
 NF0304.geopotential number by the normal gravity value computed on the
 NF0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0304.degrees latitude (g = 980.6199 gals.).
 NF0304
 NF0304.The modeled gravity was interpolated from observed gravity values.
 NF0304
 NF0304;                    North         East    Units  Estimated Accuracy
 NF0304;SPC MI S     -   165,460.    3,940,360.      MT  (+/- 180 meters Scaled)
 NF0304
 NF0304                          SUPERSEDED SURVEY CONTROL
 NF0304
 NF0304  NGVD 29 (??/??/92)  223.038  (m)          731.75   (f) ADJ UNCH    1 2
 NF0304
 NF0304.Superseded values are not recommended for survey control.
 NF0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0304.See file dsdata.txt to determine how the superseded data were derived.
 NF0304
 NF0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN550611(NAD 83)
 NF0304_MARKER: Q = CHISELED SQUARE
 NF0304_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0304_SP_SET: BRIDGE CAPSTONE
 NF0304_PROJECTION: FLUSH
 NF0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0304
 NF0304  HISTORY     - Date     Condition        Report By
 NF0304  HISTORY     - UNK      MONUMENTED       CGS
 NF0304  HISTORY     - 1934     GOOD             NGS
 NF0304  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0304
 NF0304                          STATION DESCRIPTION
 NF0304
 NF0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0304'2.3 MI NW FROM IONIA.
 NF0304'2.3 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 NF0304'THE STATION AT IONIA, IONIA COUNTY, 25 YARDS NORTH OF A ROAD
 NF0304'CROSSING, AT THE SECOND BRIDGE NORTHWEST OF MILEPOST 2, ON THE
 NF0304'SOUTHEAST CORNER OF THE SOUTHWEST CAPSTONE, 5.1 FEET WEST OF
 NF0304'THE WEST RAIL, AND 0.8 FOOT LOWER THAN THE TOP OF THE RAIL.
 NF0304'A CHISELED SQUARE.
 NF0304
 NF0304                          STATION RECOVERY (1992)
 NF0304
 NF0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0304'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0609 ***********************************************************************
 NF0609  DESIGNATION -  M 170
 NF0609  PID         -  NF0609
 NF0609  STATE/COUNTY-  MI/ALLEGAN
 NF0609  USGS QUAD   -  OTSEGO (1973)
 NF0609
 NF0609                         *CURRENT SURVEY CONTROL
 NF0609  ___________________________________________________________________
 NF0609* NAD 83(1986)-  42 27 40.     (N)    085 42 11.     (W)     SCALED    
 NF0609* NAVD 88     -       218.073  (meters)     715.46   (feet)  ADJUSTED  
 NF0609  ___________________________________________________________________
 NF0609  GEOID HEIGHT-         -33.10  (meters)                     GEOID03
 NF0609  DYNAMIC HT  -         218.011 (meters)     715.26  (feet)  COMP
 NF0609  MODELED GRAV-     980,331.8   (mgal)                       NAVD 88
 NF0609
 NF0609  VERT ORDER  -  SECOND    CLASS 0
 NF0609
 NF0609.The horizontal coordinates were scaled from a topographic map and have
 NF0609.an estimated accuracy of +/- 6 seconds.
 NF0609
 NF0609.The orthometric height was determined by differential leveling
 NF0609.and adjusted by the National Geodetic Survey in June 1991..
 NF0609
 NF0609.The geoid height was determined by GEOID03.
 NF0609
 NF0609.The dynamic height is computed by dividing the NAVD 88
 NF0609.geopotential number by the normal gravity value computed on the
 NF0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0609.degrees latitude (g = 980.6199 gals.).
 NF0609
 NF0609.The modeled gravity was interpolated from observed gravity values.
 NF0609
 NF0609;                    North         East    Units  Estimated Accuracy
 NF0609;SPC MI S     -   107,630.    3,890,090.      MT  (+/- 180 meters Scaled)
 NF0609
 NF0609                          SUPERSEDED SURVEY CONTROL
 NF0609
 NF0609  NGVD 29 (??/??/92)  218.206  (m)          715.90   (f) ADJ UNCH    2 0
 NF0609
 NF0609.Superseded values are not recommended for survey control.
 NF0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0609.See file dsdata.txt to determine how the superseded data were derived.
 NF0609
 NF0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN066017(NAD 83)
 NF0609_MARKER: DB = BENCH MARK DISK
 NF0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NF0609_SP_SET: PORCH
 NF0609_STAMPING: M 170 1948
 NF0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0609+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2006
 NF0609
 NF0609  HISTORY     - Date     Condition        Report By
 NF0609  HISTORY     - 1948     MONUMENTED       CGS
 NF0609  HISTORY     - 1976     GOOD             MIDH
 NF0609  HISTORY     - 1984     GOOD             USPSQD
 NF0609  HISTORY     - 1989     GOOD             USPSQD
 NF0609  HISTORY     - 19971011 GOOD             USPSQD
 NF0609  HISTORY     - 20031102 GOOD             USPSQD
 NF0609  HISTORY     - 20060318 GOOD             USPSQD
 NF0609
 NF0609                          STATION DESCRIPTION
 NF0609
 NF0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0609'0.3 MI W FROM OTSEGO.
 NF0609'AT OTSEGO, ABOUT 0.3 MILE WEST ALONG STATE HIGHWAY 89 FROM THE
 NF0609'STATE BANK BUILDING, AT THE NORTH AND MAIN ENTRANCE TO THE
 NF0609'OTSEGO HIGH SCHOOL, SET HORIZONTALLY IN A DRILL HOLE IN THE
 NF0609'CONCRETE PORCH OF THE ENTRANCE, 5 FEET WEST OF THE CENTER OF THE
 NF0609'WEST ONE OF 3 DOORS TO NORTH ENTRANCE, 97 FEET SOUTH OF THE
 NF0609'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET ABOVE GROUND.
 NF0609
 NF0609                          STATION RECOVERY (1976)
 NF0609
 NF0609'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0609'RECOVERED IN GOOD CONDITION.
 NF0609
 NF0609                          STATION RECOVERY (1984)
 NF0609
 NF0609'RECOVERY NOTE BY US POWER SQUADRON 1984
 NF0609'RECOVERED IN GOOD CONDITION.
 NF0609
 NF0609                          STATION RECOVERY (1989)
 NF0609
 NF0609'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0609'RECOVERED IN GOOD CONDITION.
 NF0609
 NF0609                          STATION RECOVERY (1997)
 NF0609
 NF0609'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0609'RECOVERED IN GOOD CONDITION.
 NF0609
 NF0609                          STATION RECOVERY (2003)
 NF0609
 NF0609'RECOVERY NOTE BY US POWER SQUADRON 2003 (AVB)
 NF0609'RECOVERED IN GOOD CONDITION.
 NF0609
 NF0609                          STATION RECOVERY (2006)
 NF0609
 NF0609'RECOVERY NOTE BY US POWER SQUADRON 2006 (JLH)
 NF0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0637 ***********************************************************************
 NF0637  DESIGNATION -  M 171
 NF0637  PID         -  NF0637
 NF0637  STATE/COUNTY-  MI/ALLEGAN
 NF0637  USGS QUAD   -  MERSON (1981)
 NF0637
 NF0637                         *CURRENT SURVEY CONTROL
 NF0637  ___________________________________________________________________
 NF0637* NAD 83(1986)-  42 27 46.     (N)    085 47 56.     (W)     SCALED    
 NF0637* NAVD 88     -       223.877  (meters)     734.50   (feet)  ADJUSTED  
 NF0637  ___________________________________________________________________
 NF0637  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 NF0637  DYNAMIC HT  -         223.815 (meters)     734.30  (feet)  COMP
 NF0637  MODELED GRAV-     980,340.0   (mgal)                       NAVD 88
 NF0637
 NF0637  VERT ORDER  -  SECOND    CLASS 0
 NF0637
 NF0637.The horizontal coordinates were scaled from a topographic map and have
 NF0637.an estimated accuracy of +/- 6 seconds.
 NF0637
 NF0637.The orthometric height was determined by differential leveling
 NF0637.and adjusted by the National Geodetic Survey in June 1991..
 NF0637
 NF0637.The geoid height was determined by GEOID03.
 NF0637
 NF0637.The dynamic height is computed by dividing the NAVD 88
 NF0637.geopotential number by the normal gravity value computed on the
 NF0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0637.degrees latitude (g = 980.6199 gals.).
 NF0637
 NF0637.The modeled gravity was interpolated from observed gravity values.
 NF0637
 NF0637;                    North         East    Units  Estimated Accuracy
 NF0637;SPC MI S     -   107,950.    3,882,220.      MT  (+/- 180 meters Scaled)
 NF0637
 NF0637                          SUPERSEDED SURVEY CONTROL
 NF0637
 NF0637  NGVD 29 (??/??/92)  224.013  (m)          734.95   (f) ADJ UNCH    2 0
 NF0637
 NF0637.Superseded values are not recommended for survey control.
 NF0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0637.See file dsdata.txt to determine how the superseded data were derived.
 NF0637
 NF0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN987018(NAD 83)
 NF0637_MARKER: DB = BENCH MARK DISK
 NF0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0637_STAMPING: M 171 1948
 NF0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0637+STABILITY: SURFACE MOTION
 NF0637
 NF0637  HISTORY     - Date     Condition        Report By
 NF0637  HISTORY     - 1948     MONUMENTED       CGS
 NF0637  HISTORY     - 19971011 GOOD             USPSQD
 NF0637  HISTORY     - 20051015 GOOD             USPSQD
 NF0637
 NF0637                          STATION DESCRIPTION
 NF0637
 NF0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0637'9.2 MI NE FROM KENDALL.
 NF0637'7.2 MILES NORTH ALONG COUNTY ROAD 653 TO TROWBRIDGE GRANGE HALL
 NF0637'FROM THE POST OFFICE AT KENDALL, THENCE ABOUT 1.0 MILE EAST
 NF0637'AND ABOUT 0.95 MILE NORTH ALONG GRAVEL ROADS, AT A CROSS ROAD
 NF0637'AND ROSS SCHOOL HOUSE, 53 FEET WEST OF THE CENTER LINE OF THE
 NF0637'NORTH-SOUTH ROAD, 179 FEET SOUTH OF THE CENTER LINE OF THE
 NF0637'CROSSROAD, 142 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ROSS
 NF0637'SCHOOL HOUSE, 20 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 NF0637'THE SOUTH SCHOOL YARD FENCE, 2 FEET EAST OF A WHITE WOODEN
 NF0637'WITNESS POST, 2 1/2 FEET ABOVE THE ROAD SOUTH AND SET IN THE TOP
 NF0637'OF A CONCRETE POST PROJECTING 4 INCHES.  TO REACH FROM ALLEGAN,
 NF0637'ALLEGAN COUNTY GO ABOUT 3.6 MILES EAST ALONG STATE HIGHWAY 118
 NF0637'FROM THE BRIDGE OVER KALAMAZOO RIVER, THENCE ABOUT 3.35 MILES
 NF0637'SOUTH, ABOUT 1.0 MILE WEST AND ABOUT 1.8 MILES SOUTH ALONG
 NF0637'GRAVEL ROADS.
 NF0637
 NF0637                          STATION RECOVERY (1997)
 NF0637
 NF0637'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0637'RECOVERED IN GOOD CONDITION.
 NF0637
 NF0637                          STATION RECOVERY (2005)
 NF0637
 NF0637'RECOVERY NOTE BY US POWER SQUADRON 2005 (AVB)
 NF0637'6 INCHES NORTH OF METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0987 ***********************************************************************
 NF0987  DESIGNATION -  M 172
 NF0987  PID         -  NF0987
 NF0987  STATE/COUNTY-  MI/ALLEGAN
 NF0987  USGS QUAD   -  HAMILTON EAST (1981)
 NF0987
 NF0987                         *CURRENT SURVEY CONTROL
 NF0987  ___________________________________________________________________
 NF0987* NAD 83(1986)-  42 39 58.     (N)    085 55 04.     (W)     SCALED    
 NF0987* NAVD 88     -       204.588  (meters)     671.22   (feet)  ADJUSTED  
 NF0987  ___________________________________________________________________
 NF0987  GEOID HEIGHT-         -33.25  (meters)                     GEOID03
 NF0987  DYNAMIC HT  -         204.535 (meters)     671.05  (feet)  COMP
 NF0987  MODELED GRAV-     980,355.3   (mgal)                       NAVD 88
 NF0987
 NF0987  VERT ORDER  -  SECOND    CLASS 0
 NF0987
 NF0987.The horizontal coordinates were scaled from a topographic map and have
 NF0987.an estimated accuracy of +/- 6 seconds.
 NF0987
 NF0987.The orthometric height was determined by differential leveling
 NF0987.and adjusted by the National Geodetic Survey in June 1991..
 NF0987
 NF0987.The geoid height was determined by GEOID03.
 NF0987
 NF0987.The dynamic height is computed by dividing the NAVD 88
 NF0987.geopotential number by the normal gravity value computed on the
 NF0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0987.degrees latitude (g = 980.6199 gals.).
 NF0987
 NF0987.The modeled gravity was interpolated from observed gravity values.
 NF0987
 NF0987;                    North         East    Units  Estimated Accuracy
 NF0987;SPC MI S     -   130,700.    3,872,860.      MT  (+/- 180 meters Scaled)
 NF0987
 NF0987                          SUPERSEDED SURVEY CONTROL
 NF0987
 NF0987  NGVD 29 (??/??/92)  204.725  (m)          671.67   (f) ADJ UNCH    2 0
 NF0987
 NF0987.Superseded values are not recommended for survey control.
 NF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0987.See file dsdata.txt to determine how the superseded data were derived.
 NF0987
 NF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN886243(NAD 83)
 NF0987_MARKER: DB = BENCH MARK DISK
 NF0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0987_STAMPING: M 172 1948
 NF0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0987+STABILITY: SURFACE MOTION
 NF0987
 NF0987  HISTORY     - Date     Condition        Report By
 NF0987  HISTORY     - 1948     MONUMENTED       CGS
 NF0987  HISTORY     - 1987     GOOD             USPSQD
 NF0987  HISTORY     - 1989     GOOD             USPSQD
 NF0987
 NF0987                          STATION DESCRIPTION
 NF0987
 NF0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0987'3 MI S FROM BENTHEIM.
 NF0987'3.0 MILES SOUTH ALONG A COUNTY ROAD FROM THE MAIN CROSSROADS AND
 NF0987'REFORMED CHURCH AT BENTHEIM, ABOUT 1.0 MILE SOUTH OF DISTRICT
 NF0987'SCHOOL NO. 3, SET IN THE SOUTHEAST CORNER OF THE INTERSECTION OF A
 NF0987'CROSSROAD (BLACK TOP WEST AND DIM ROAD EAST), 28 FEET EAST OF THE
 NF0987'CENTER LINE OF THE ROAD, 18 FEET SOUTH OF THE CENTER LINE OF THE
 NF0987'DIM ROAD EAST, ABOUT IN LINE WITH THE PROLONGED CENTER LINE OF
 NF0987'THE ROAD WEST, 43 FEET NORTHWEST OF A 15-INCH OAK TREE, 2 FEET
 NF0987'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 NF0987'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 NF0987
 NF0987                          STATION RECOVERY (1987)
 NF0987
 NF0987'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0987'RECOVERED IN GOOD CONDITION.
 NF0987
 NF0987                          STATION RECOVERY (1989)
 NF0987
 NF0987'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0970 ***********************************************************************
 NF0970  DESIGNATION -  M 173
 NF0970  PID         -  NF0970
 NF0970  STATE/COUNTY-  MI/ALLEGAN
 NF0970  USGS QUAD   -  BURNIPS (1981)
 NF0970
 NF0970                         *CURRENT SURVEY CONTROL
 NF0970  ___________________________________________________________________
 NF0970* NAD 83(1986)-  42 38 57.     (N)    085 45 41.     (W)     SCALED    
 NF0970* NAVD 88     -       219.963  (meters)     721.66   (feet)  ADJUSTED  
 NF0970  ___________________________________________________________________
 NF0970  GEOID HEIGHT-         -33.29  (meters)                     GEOID03
 NF0970  DYNAMIC HT  -         219.904 (meters)     721.47  (feet)  COMP
 NF0970  MODELED GRAV-     980,344.5   (mgal)                       NAVD 88
 NF0970
 NF0970  VERT ORDER  -  SECOND    CLASS 0
 NF0970
 NF0970.The horizontal coordinates were scaled from a topographic map and have
 NF0970.an estimated accuracy of +/- 6 seconds.
 NF0970
 NF0970.The orthometric height was determined by differential leveling
 NF0970.and adjusted by the National Geodetic Survey in June 1991..
 NF0970
 NF0970.The geoid height was determined by GEOID03.
 NF0970
 NF0970.The dynamic height is computed by dividing the NAVD 88
 NF0970.geopotential number by the normal gravity value computed on the
 NF0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0970.degrees latitude (g = 980.6199 gals.).
 NF0970
 NF0970.The modeled gravity was interpolated from observed gravity values.
 NF0970
 NF0970;                    North         East    Units  Estimated Accuracy
 NF0970;SPC MI S     -   128,590.    3,885,640.      MT  (+/- 180 meters Scaled)
 NF0970
 NF0970                          SUPERSEDED SURVEY CONTROL
 NF0970
 NF0970  NGVD 29 (??/??/92)  220.098  (m)          722.10   (f) ADJ UNCH    2 0
 NF0970
 NF0970.Superseded values are not recommended for survey control.
 NF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0970.See file dsdata.txt to determine how the superseded data were derived.
 NF0970
 NF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN015226(NAD 83)
 NF0970_MARKER: DB = BENCH MARK DISK
 NF0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0970_STAMPING: M 173 1948
 NF0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0970+STABILITY: SURFACE MOTION
 NF0970
 NF0970  HISTORY     - Date     Condition        Report By
 NF0970  HISTORY     - 1948     MONUMENTED       CGS
 NF0970  HISTORY     - 1987     GOOD             USPSQD
 NF0970  HISTORY     - 1989     GOOD             USPSQD
 NF0970  HISTORY     - 19990322 GOOD             USPSQD
 NF0970
 NF0970                          STATION DESCRIPTION
 NF0970
 NF0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0970'2 MI N FROM HOPKINS.
 NF0970'ABOUT 0.1 MILE WEST ALONG A BLACK TOP ROAD FROM THE STATE
 NF0970'BANK BUILDING AT HOPKINS, THENCE ABOUT 1.85 MILES NORTH ALONG
 NF0970'A COUNTY ROAD, ABOUT 0.75 MILE NORTH OF A CROSSROAD AND
 NF0970'SCHOOL, ABOUT 0.75 MILE SOUTH OF A CROSSROAD, SET IN THE
 NF0970'SOUTHWEST CORNER OF THE JUNCTION OF A DRIVE WEST TO HOLINESS
 NF0970'CAMP, 32 FEET WEST OF THE CENTER LINE OF THE ROAD 19 FEET SOUTH
 NF0970'OF THE CENTER LINE OF THE DRIVE, 10 FEET SOUTH OF THE SOUTH
 NF0970'ROCK GATE POST OF DRIVE, 3 FEET EAST OF A POWER POLE, 8 FEET
 NF0970'WEST-NORTHWEST OF A FENCE CORNER, 4 FEET NORTH OF AN EAST-WEST
 NF0970'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 NF0970'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 NF0970'2 INCHES.  MARK IS ABOUT 4.05 MILES EAST ALONG A BLACK TOP ROAD
 NF0970'FROM THE MAIN CROSSROADS AT MONTEREY, THENCE ABOUT 0.75 MILE
 NF0970'NORTH ALONG A GRAVEL ROAD.
 NF0970
 NF0970                          STATION RECOVERY (1987)
 NF0970
 NF0970'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0970'RECOVERED IN GOOD CONDITION.
 NF0970
 NF0970                          STATION RECOVERY (1989)
 NF0970
 NF0970'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0970'RECOVERED IN GOOD CONDITION.
 NF0970
 NF0970                          STATION RECOVERY (1999)
 NF0970
 NF0970'RECOVERY NOTE BY US POWER SQUADRON 1999
 NF0970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0646 ***********************************************************************
 NF0646  DESIGNATION -  M 174
 NF0646  PID         -  NF0646
 NF0646  STATE/COUNTY-  MI/ALLEGAN
 NF0646  USGS QUAD   -  BLOOMINGDALE (1981)
 NF0646
 NF0646                         *CURRENT SURVEY CONTROL
 NF0646  ___________________________________________________________________
 NF0646* NAD 83(1986)-  42 27 04.     (N)    085 58 27.     (W)     SCALED    
 NF0646* NAVD 88     -       213.607  (meters)     700.81   (feet)  ADJUSTED  
 NF0646  ___________________________________________________________________
 NF0646  GEOID HEIGHT-         -33.04  (meters)                     GEOID03
 NF0646  DYNAMIC HT  -         213.549 (meters)     700.62  (feet)  COMP
 NF0646  MODELED GRAV-     980,345.1   (mgal)                       NAVD 88
 NF0646
 NF0646  VERT ORDER  -  SECOND    CLASS 0
 NF0646
 NF0646.The horizontal coordinates were scaled from a topographic map and have
 NF0646.an estimated accuracy of +/- 6 seconds.
 NF0646
 NF0646.The orthometric height was determined by differential leveling
 NF0646.and adjusted by the National Geodetic Survey in June 1991..
 NF0646
 NF0646.The geoid height was determined by GEOID03.
 NF0646
 NF0646.The dynamic height is computed by dividing the NAVD 88
 NF0646.geopotential number by the normal gravity value computed on the
 NF0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0646.degrees latitude (g = 980.6199 gals.).
 NF0646
 NF0646.The modeled gravity was interpolated from observed gravity values.
 NF0646
 NF0646;                    North         East    Units  Estimated Accuracy
 NF0646;SPC MI S     -   106,910.    3,867,780.      MT  (+/- 180 meters Scaled)
 NF0646
 NF0646                          SUPERSEDED SURVEY CONTROL
 NF0646
 NF0646  NGVD 29 (??/??/92)  213.745  (m)          701.26   (f) ADJ UNCH    2 0
 NF0646
 NF0646.Superseded values are not recommended for survey control.
 NF0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0646.See file dsdata.txt to determine how the superseded data were derived.
 NF0646
 NF0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN843003(NAD 83)
 NF0646_MARKER: DB = BENCH MARK DISK
 NF0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0646_STAMPING: M 174 1948
 NF0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0646+STABILITY: SURFACE MOTION
 NF0646
 NF0646  HISTORY     - Date     Condition        Report By
 NF0646  HISTORY     - 1948     MONUMENTED       CGS
 NF0646  HISTORY     - 1978     MARK NOT FOUND   USGS
 NF0646  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NF0646  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 NF0646  HISTORY     - 20020324 MARK NOT FOUND   USPSQD
 NF0646
 NF0646                          STATION DESCRIPTION
 NF0646
 NF0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0646'1.5 MI W FROM CHESHIRE.
 NF0646'1.5 MILES WEST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE LINDSLEY
 NF0646'SCHOOL AND A CEMETERY AT CHESHIRE, AT A NORTH-SOUTH CROSS ROAD,
 NF0646'23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 124 FEET WEST OF
 NF0646'THE CENTER LINE OF THE CROSSROAD, 1 FOOT NORTH OF A WIRE FENCE,
 NF0646'78 FEET WEST OF A FENCE CORNER, 6.5 FEET EAST OF A TWIN WILD
 NF0646'CHERRY TREE, 2.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 NF0646'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 NF0646'PROJECTING 4 INCHES.
 NF0646
 NF0646                          STATION RECOVERY (1978)
 NF0646
 NF0646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 NF0646'MARK NOT FOUND.
 NF0646
 NF0646                          STATION RECOVERY (1989)
 NF0646
 NF0646'RECOVERY NOTE BY US POWER SQUADRON 1989 (RBP)
 NF0646'MARK NOT FOUND.
 NF0646
 NF0646                          STATION RECOVERY (1997)
 NF0646
 NF0646'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0646'MARK NOT FOUND.
 NF0646
 NF0646                          STATION RECOVERY (2002)
 NF0646
 NF0646'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 NF0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0832 ***********************************************************************
 NF0832  DESIGNATION -  M 176
 NF0832  PID         -  NF0832
 NF0832  STATE/COUNTY-  MI/BARRY
 NF0832  USGS QUAD   -  ORANGEVILLE (1982)
 NF0832
 NF0832                         *CURRENT SURVEY CONTROL
 NF0832  ___________________________________________________________________
 NF0832* NAD 83(1994)-  42 33 46.62421(N)    085 30 50.11401(W)     ADJUSTED  
 NF0832* NAVD 88     -       234.253  (meters)     768.55   (feet)  ADJUSTED  
 NF0832  ___________________________________________________________________
 NF0832  X           -     368,016.477 (meters)                     COMP
 NF0832  Y           -  -4,690,662.630 (meters)                     COMP
 NF0832  Z           -   4,292,003.654 (meters)                     COMP
 NF0832  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 NF0832  ELLIP HEIGHT-         200.85  (meters)          (07/12/02) GPS OBS
 NF0832  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 NF0832  DYNAMIC HT  -         234.183 (meters)     768.32  (feet)  COMP
 NF0832  MODELED GRAV-     980,318.0   (mgal)                       NAVD 88
 NF0832
 NF0832  HORZ ORDER  -  FIRST
 NF0832  VERT ORDER  -  SECOND    CLASS I
 NF0832  ELLP ORDER  -  FOURTH    CLASS I
 NF0832
 NF0832.The horizontal coordinates were established by GPS observations
 NF0832.and adjusted by the National Geodetic Survey in December 1995..
 NF0832
 NF0832.The orthometric height was determined by differential leveling
 NF0832.and adjusted by the National Geodetic Survey in March 2005..
 NF0832.No vertical observational check was made to the station.
 NF0832
 NF0832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF0832
 NF0832.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF0832
 NF0832.The ellipsoidal height was determined by GPS observations
 NF0832.and is referenced to NAD 83.
 NF0832
 NF0832.The geoid height was determined by GEOID03.
 NF0832
 NF0832.The dynamic height is computed by dividing the NAVD 88
 NF0832.geopotential number by the normal gravity value computed on the
 NF0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0832.degrees latitude (g = 980.6199 gals.).
 NF0832
 NF0832.The modeled gravity was interpolated from observed gravity values.
 NF0832
 NF0832;                    North         East     Units Scale Factor Converg.
 NF0832;SPC MI S     -   118,711.598 3,905,801.725   MT  0.99992259   -0 46 50.7
 NF0832;SPC MI S     -   389,473.75 12,814,310.12   iFT  0.99992259   -0 46 50.7
 NF0832;UTM  16      - 4,713,353.282   621,984.029   MT  0.99978307   +1 00 19.1
 NF0832
 NF0832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF0832!SPC MI S     -   0.99996850  x   0.99992259  =   0.99989109
 NF0832!UTM  16      -   0.99996850  x   0.99978307  =   0.99975158
 NF0832
 NF0832                          SUPERSEDED SURVEY CONTROL
 NF0832
 NF0832  ELLIP H (12/21/95)  200.87   (m)                       GP(       ) 4 1
 NF0832  NAVD 88 (06/15/91)  234.264  (m)          768.58   (f) UNKNOWN     2 0
 NF0832  NGVD 29 (??/??/92)  234.390  (m)          768.99   (f) ADJ UNCH    2 0
 NF0832
 NF0832.Superseded values are not recommended for survey control.
 NF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0832.See file dsdata.txt to determine how the superseded data were derived.
 NF0832
 NF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN2198413353(NAD 83)
 NF0832_MARKER: DB = BENCH MARK DISK
 NF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0832_STAMPING: M 176 1948
 NF0832_MARK LOGO: CGS   
 NF0832_MAGNETIC: N = NO MAGNETIC MATERIAL
 NF0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0832+STABILITY: SURFACE MOTION
 NF0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF0832+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1994
 NF0832
 NF0832  HISTORY     - Date     Condition        Report By
 NF0832  HISTORY     - 1948     MONUMENTED       CGS
 NF0832  HISTORY     - 1987     GOOD             USPSQD
 NF0832  HISTORY     - 19940312 GOOD             LOCENG
 NF0832  HISTORY     - 19940312 GOOD             MI-015
 NF0832  HISTORY     - 19940920 GOOD             MIDT
 NF0832  HISTORY     - 19970308 GOOD             USPSQD
 NF0832  HISTORY     - 20000822 GOOD             MI-015
 NF0832
 NF0832                          STATION DESCRIPTION
 NF0832
 NF0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 NF0832'0.8 MI N FROM ORANGEVILLE.
 NF0832'ABOUT 0.8 MILE NORTH ALONG A ROAD TO GUN LAKE FROM THE SCHOOL
 NF0832'AT ORANGEVILLE, AT THE T JUNCTION OF COUNTY ROAD 426 LEADING
 NF0832'EAST, 31 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 103
 NF0832'FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 89 FEET
 NF0832'SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM STANDARD SERVICE
 NF0832'STATION (BUILDING NO. 6255), 1.5 FEET NORTH OF A FENCE LINE,
 NF0832'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 NF0832'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 NF0832'INCHES.
 NF0832
 NF0832                          STATION RECOVERY (1987)
 NF0832
 NF0832'RECOVERY NOTE BY US POWER SQUADRON 1987 (RBP)
 NF0832'RECOVERED IN GOOD CONDITION.
 NF0832
 NF0832                          STATION RECOVERY (1994)
 NF0832
 NF0832'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BR)
 NF0832'STATION IS 31.5 FT (9.6 M) SOUTH OF CENTERLINE OF KELLER ROAD, 42.0 FT
 NF0832'(12.8 M) EAST-SOUTHEAST OF THE EASTERN MOST GUARD POST FOR GAS VALVE,
 NF0832'102.0 FT (31.1 M) EAST OF CENTERLINE MARCH ROAD.  THE WOODEN WITNESS
 NF0832'POST AND STANDARD GAS STATION ARE GONE.  STATION IS MARGINAL FOR USE
 NF0832'WITH GPS.  INSTALLED CARSONITE WITNESS POST BY STATION.
 NF0832
 NF0832                          STATION RECOVERY (1994)
 NF0832
 NF0832'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 1994 (BR)
 NF0832'RECOVERED IN GOOD CONDITION.  31.5 FEET SOUTH OF CENTERLINE OF KELLER
 NF0832'ROAD, 42 FT EAST SOUTHEAST OF EASTERN MOST GUARD POST FOR GAS VALVE
 NF0832'102 FEET EAST OF CENTERLINE MARSH ROAD, WOODEN POST AND STANDARD GAS
 NF0832'STATION GONE.  INSTALLED CARSONITE WITNESS POST.  MARGINAL FOR GPS.
 NF0832'LOCATED IN THE NORTHEAST 1/4 OF SECTION 17, ORANGEVILLE TOWNSHIP
 NF0832
 NF0832                          STATION RECOVERY (1994)
 NF0832
 NF0832'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (RWR)
 NF0832'STATION IS LOCATED IN QUAD 420854 ON THE ORANGEVILLE QUADRANGLE MAP.
 NF0832'IT IS IN THE NORTHWEST 1/4 OF SECTION 17, T-2-N, R-10-W, ORANGEVILLE
 NF0832'TOWNSHIP.  ABOUT 5.5 MI (8.9 KM) NORTHWEST OF DELTON, 0.75 MI (1.21
 NF0832'KM) NORTHEAST OF ORANGEVILLE, AND ON COUNTY ROAD RIGHT-OF-WAY. TO
 NF0832'REACH FROM THE POST OFFICE IN CLOVERDALE, TRAVEL SOUTHWESTERLY ALONG
 NF0832'STATE HIGHWAY M-43 FOR 0.22 MI (0.35 KM) TO A CURVE WHERE HIGHWAY M-43
 NF0832'TURNS SOUTH AND GUERNSEY LAKE ROAD WEST.  TURN RIGHT AND GO WEST AND
 NF0832'NORTH FOR 0.4 MI (0.6 KM) ALONG GUERNSEY LAKE ROAD TO A T-INTERSECTION
 NF0832'OF HEAD ROAD NORTH.  TURN LEFT TO CONTINUE ALONG GUERNSEY LAKE ROAD
 NF0832'FOR 1.27 MI (2.04 KM) TO BITUMINOUS ROAD ON THE RIGHT (OTIS LAKE ROAD)
 NF0832'.  TURN RIGHT AND GO NORTH ON OTIS LAKE ROAD FOR 1.04 MI (1.67 KM) TO
 NF0832'WHERE BITUMINOUS ROAD TURNS WEST AT KELLER ROAD.  TURN LEFT AND GO
 NF0832'WEST ON KELLER ROAD FOR 4.87 MI (7.84 KM) TO STATION ON THE LEFT IN
 NF0832'THE SOUTHEAST QUADRANT OF THE INTERSECTION WITH MARSH ROAD.  STATION
 NF0832'IS 103.0 FT (31.4 M) EAST FROM THE CENTER OF MARSH ROAD, 31.0 FT (9.4
 NF0832'M) SOUTH FROM THE PAINTED CENTERLINE OF KELLER ROAD, 84.5 FT (25.8 M)
 NF0832'NORTHWEST FROM A POWER POLE, AND 1.0 FT (0.3 M) NORTH FROM A CARSONITE
 NF0832'WITNESS POST.  DESCRIBED BY BRIAN REYNOLDS, TYPED BY R.L.  RAMSEY
 NF0832'MI-NGS GEODETIC ADVISOR.
 NF0832
 NF0832                          STATION RECOVERY (1997)
 NF0832
 NF0832'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF0832'RECOVERED IN GOOD CONDITION.
 NF0832
 NF0832                          STATION RECOVERY (2000)
 NF0832
 NF0832'RECOVERY NOTE BY BARRY COUNTY MICHIGAN 2000 (BR)
 NF0832'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0281 ***********************************************************************
 MC0281  DESIGNATION -  M 178
 MC0281  PID         -  MC0281
 MC0281  STATE/COUNTY-  MI/MONROE
 MC0281  USGS QUAD   -  ERIE (1979)
 MC0281
 MC0281                         *CURRENT SURVEY CONTROL
 MC0281  ___________________________________________________________________
 MC0281* NAD 83(1986)-  41 46 07.     (N)    083 29 27.     (W)     SCALED    
 MC0281* NAVD 88     -       177.847  (meters)     583.49   (feet)  ADJUSTED  
 MC0281  ___________________________________________________________________
 MC0281  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 MC0281  DYNAMIC HT  -         177.779 (meters)     583.26  (feet)  COMP
 MC0281  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 MC0281
 MC0281  VERT ORDER  -  FIRST     CLASS I
 MC0281
 MC0281.The horizontal coordinates were scaled from a topographic map and have
 MC0281.an estimated accuracy of +/- 6 seconds.
 MC0281
 MC0281.The orthometric height was determined by differential leveling
 MC0281.and adjusted by the National Geodetic Survey in June 1991..
 MC0281
 MC0281.The geoid height was determined by GEOID03.
 MC0281
 MC0281.The dynamic height is computed by dividing the NAVD 88
 MC0281.geopotential number by the normal gravity value computed on the
 MC0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0281.degrees latitude (g = 980.6199 gals.).
 MC0281
 MC0281.The modeled gravity was interpolated from observed gravity values.
 MC0281
 MC0281;                    North         East    Units  Estimated Accuracy
 MC0281;SPC MI S     -    30,220.    4,072,830.      MT  (+/- 180 meters Scaled)
 MC0281
 MC0281                          SUPERSEDED SURVEY CONTROL
 MC0281
 MC0281  NGVD 29 (??/??/92)  178.026  (m)          584.07   (f) ADJ UNCH    1 1
 MC0281
 MC0281.Superseded values are not recommended for survey control.
 MC0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0281.See file dsdata.txt to determine how the superseded data were derived.
 MC0281
 MC0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG929270(NAD 83)
 MC0281_MARKER: DB = BENCH MARK DISK
 MC0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MC0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MC0281_STAMPING: M 178 1954
 MC0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MC0281+STABILITY: SURFACE MOTION
 MC0281
 MC0281  HISTORY     - Date     Condition        Report By
 MC0281  HISTORY     - 1954     MONUMENTED       CGS
 MC0281  HISTORY     - 1968     GOOD             NGS
 MC0281  HISTORY     - 1973     GOOD             NGS
 MC0281
 MC0281                          STATION DESCRIPTION
 MC0281
 MC0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0281'11.2 MI SW FROM MONROE.
 MC0281'ABOUT 11.2 MILES SOUTHWEST ALONG THE PENN CENTRAL RAILROAD FROM
 MC0281'THE CROSSING OF EAST FIRST STREET AT MONROE, ABOUT 0.4 MILE
 MC0281'SOUTHWEST OF THE U.S. HIGHWAY 24 A OVERPASS OVER THE TRACKS,
 MC0281'95 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF SUDER AVENUE
 MC0281'AND THE SOUTHBOUND TRACK, 39.6 FEET NORTHWEST OF THE NORTHWEST
 MC0281'RAIL OF THE NORTHBOUND TRACK, 28.6 FEET SOUTHEAST OF THE SOUTHEAST
 MC0281'RAIL OF THE SOUTHBOUND TRACK, 18.5 FEET SOUTHEAST OF THE SOUTH
 MC0281'CORNER OF A CONTROL BOX, 5 FEET NORTHEAST OF A TELEPHONE POLE,
 MC0281'1 FOOT SOUTHWEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL
 MC0281'OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MC0281'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 MC0281
 MC0281                          STATION RECOVERY (1973)
 MC0281
 MC0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 MC0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MC0344 ***********************************************************************
 MC0344  DESIGNATION -  M 179
 MC0344  PID         -  MC0344
 MC0344  STATE/COUNTY-  MI/MONROE
 MC0344  USGS QUAD   -  STONY POINT (1978)
 MC0344
 MC0344                         *CURRENT SURVEY CONTROL
 MC0344  ___________________________________________________________________
 MC0344* NAD 83(1986)-  41 55 55.     (N)    083 20 28.     (W)     SCALED    
 MC0344* NAVD 88     -       177.287  (meters)     581.65   (feet)  ADJUSTED  
 MC0344  ___________________________________________________________________
 MC0344  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 MC0344  DYNAMIC HT  -         177.224 (meters)     581.44  (feet)  COMP
 MC0344  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 MC0344
 MC0344  VERT ORDER  -  FIRST     CLASS 0
 MC0344
 MC0344.The horizontal coordinates were scaled from a topographic map and have
 MC0344.an estimated accuracy of +/- 6 seconds.
 MC0344
 MC0344.The orthometric height was determined by differential leveling
 MC0344.and adjusted by the National Geodetic Survey in June 1991..
 MC0344.WARNING-Repeat measurements at this control monument indicate possible
 MC0344.vertical movement.
 MC0344
 MC0344.The geoid height was determined by GEOID03.
 MC0344
 MC0344.The dynamic height is computed by dividing the NAVD 88
 MC0344.geopotential number by the normal gravity value computed on the
 MC0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MC0344.degrees latitude (g = 980.6199 gals.).
 MC0344
 MC0344.The modeled gravity was interpolated from observed gravity values.
 MC0344
 MC0344;                    North         East    Units  Estimated Accuracy
 MC0344;SPC MI S     -    48,500.    4,085,060.      MT  (+/- 180 meters Scaled)
 MC0344
 MC0344                          SUPERSEDED SURVEY CONTROL
 MC0344
 MC0344  NGVD 29 (??/??/92)  177.459  (m)          582.21   (f) ADJ UNCH    1 0
 MC0344
 MC0344.Superseded values are not recommended for survey control.
 MC0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MC0344.See file dsdata.txt to determine how the superseded data were derived.
 MC0344
 MC0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG059448(NAD 83)
 MC0344_MARKER: DB = BENCH MARK DISK
 MC0344_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MC0344_SP_SET: BUILDING FOUNDATION
 MC0344_STAMPING: M 179 1954
 MC0344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MC0344
 MC0344  HISTORY     - Date     Condition        Report By
 MC0344  HISTORY     - 1954     MONUMENTED       CGS
 MC0344  HISTORY     - 1968     GOOD             NGS
 MC0344  HISTORY     - 1969     GOOD             USLS
 MC0344  HISTORY     - 1980     MARK NOT FOUND   NGS
 MC0344  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 MC0344
 MC0344                          STATION DESCRIPTION
 MC0344
 MC0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 MC0344'2.4 MI NE FROM MONROE.
 MC0344'ABOUT 0.9 MILE NORTHEAST ALONG THE DETROIT AND TOLEDO SHORE LINE
 MC0344'RAILROAD FROM THE BRIDGE OVER THE RAISIN RIVER AT MONROE, THENCE
 MC0344'1.5 MILES NORTHEAST ALONG STATE HIGHWAY 50, ABOUT 60 YARDS
 MC0344'SOUTHWEST OF A 25-FOOT CONCRETE BRIDGE OVER SANDY CREEK, SET
 MC0344'VERTICALLY IN THE NORTH FACE AND NEAR THE NORTHEAST CORNER OF THE
 MC0344'FOUNDATION FOR A TWO-STORIED BRICK BUILDING, 32 1/2 FEET SOUTH
 MC0344'OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT WEST OF THE NORTHEAST
 MC0344'CORNER OF THE BUILDING AND 6 INCHES ABOVE THE LEVEL OF THE
 MC0344'GROUND.
 MC0344
 MC0344                          STATION RECOVERY (1969)
 MC0344
 MC0344'RECOVERY NOTE BY US LAKE SURVEY 1969
 MC0344'A BENCHMARK ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY, IS IN
 MC0344'MONROE COUNTY, MICHIGAN, 2.85 MILES NORTHEAST OF MONROE, MICHIGAN,
 MC0344'ABOUT 180 FEET SOUTHWEST OF HIGHWAY BRIDGE OVER SANDY CREEK, ABOUT 160
 MC0344'FEET NORTHEAST OF CENTER OF JUNCTION OF DIXIE HIGHWAY (HWY 56) AND
 MC0344'SANDY CREEK ROAD, 31 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, IN THE
 MC0344'NORTHWEST FACE OF CONCRETE FOUNDATION OF TWO STORY BRICK OFFICE
 MC0344'BUILDING OF THE MONROE TOOL COMPANY, 0.5 FEET SOUTHWEST OF NORTH
 MC0344'CORNER OF THE BUILDING, 3/4-FOOT ABOVE THE GROUND, BEING HORIZONTAL
 MC0344'LINE OF CROSS ON BRONZE DISC SET INTO THE CONCRETE.
 MC0344
 MC0344                          STATION RECOVERY (1980)
 MC0344
 MC0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 MC0344'MARK NOT FOUND.
 MC0344
 MC0344                          STATION RECOVERY (1983)
 MC0344
 MC0344'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 MC0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0248 ***********************************************************************
 NF0248  DESIGNATION -  M 18
 NF0248  PID         -  NF0248
 NF0248  STATE/COUNTY-  MI/EATON
 NF0248  USGS QUAD   -  WACOUSTA (1973)
 NF0248
 NF0248                         *CURRENT SURVEY CONTROL
 NF0248  ___________________________________________________________________
 NF0248* NAD 83(1986)-  42 46 21.     (N)    084 38 52.     (W)     SCALED    
 NF0248* NAVD 88     -       258.971  (meters)     849.64   (feet)  ADJUSTED  
 NF0248  ___________________________________________________________________
 NF0248  GEOID HEIGHT-         -33.58  (meters)                     GEOID03
 NF0248  DYNAMIC HT  -         258.899 (meters)     849.40  (feet)  COMP
 NF0248  MODELED GRAV-     980,334.4   (mgal)                       NAVD 88
 NF0248
 NF0248  VERT ORDER  -  FIRST     CLASS II
 NF0248
 NF0248.The horizontal coordinates were scaled from a topographic map and have
 NF0248.an estimated accuracy of +/- 6 seconds.
 NF0248
 NF0248.The orthometric height was determined by differential leveling
 NF0248.and adjusted by the National Geodetic Survey in June 1991..
 NF0248
 NF0248.The geoid height was determined by GEOID03.
 NF0248
 NF0248.The dynamic height is computed by dividing the NAVD 88
 NF0248.geopotential number by the normal gravity value computed on the
 NF0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0248.degrees latitude (g = 980.6199 gals.).
 NF0248
 NF0248.The modeled gravity was interpolated from observed gravity values.
 NF0248
 NF0248;                    North         East    Units  Estimated Accuracy
 NF0248;SPC MI S     -   141,380.    3,977,000.      MT  (+/- 180 meters Scaled)
 NF0248
 NF0248                          SUPERSEDED SURVEY CONTROL
 NF0248
 NF0248  NGVD 29 (??/??/92)  259.104  (m)          850.08   (f) ADJ UNCH    1 2
 NF0248
 NF0248.Superseded values are not recommended for survey control.
 NF0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0248.See file dsdata.txt to determine how the superseded data were derived.
 NF0248
 NF0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN924382(NAD 83)
 NF0248_MARKER: DB = BENCH MARK DISK
 NF0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0248_STAMPING: ELEV 850.077 FT M 18 1916
 NF0248_PROJECTION: FLUSH
 NF0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0248+STABILITY: SURFACE MOTION
 NF0248
 NF0248  HISTORY     - Date     Condition        Report By
 NF0248  HISTORY     - 1916     MONUMENTED       CGS
 NF0248  HISTORY     - 1934     GOOD             NGS
 NF0248  HISTORY     - 1976     GOOD             MIDH
 NF0248  HISTORY     - 19921111 MARK NOT FOUND   NGS
 NF0248
 NF0248                          STATION DESCRIPTION
 NF0248
 NF0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NF0248'4.7 MI E FROM GRAND LEDGE.
 NF0248'4.7 MILES EAST ALONG THE PERE MARQUETTE RAILWAY FROM THE STATION
 NF0248'AT GRAND LEDGE, EATON COUNTY, AT DELTA, AT A NORTH-AND-SOUTH
 NF0248'ROAD CROSSING, 28 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 NF0248'29.6 SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED ELEV.
 NF0248'850.077 FT. M 18 1916 AND SET IN THE TOP OF A CONCRETE POST
 NF0248'PROJECTING 3 INCHES ABOVE GROUND.
 NF0248
 NF0248                          STATION RECOVERY (1976)
 NF0248
 NF0248'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976
 NF0248'4.7 MILES EAST ALONG THE GRAND TRUNK AND WESTERN RAILWAY FROM THE
 NF0248'STATION AT GRAND LEDGE, EATON COUNTY, AT DELTA MILLS, AT A NORTH-SOUTH
 NF0248'ROAD CROSSING, .54 MILES SOUTH OF THE INTERSECTION OF CLINTON ROAD AND
 NF0248'GRAND RIVER AVE., 28 FEET WEST OF THE CENTERLINE OF CLINTON ROAD, AND
 NF0248'29.6 FEET SOUTH OF SOUTH RAIL, 2 FEET ENE OF A FENCE CORNER, 1.5 FEET
 NF0248'EAST OF WITNESS POST.  A STANDARD DISK, STAMPED ELEV. 850.077 FT. M 18
 NF0248'1916 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 NF0248'GROUND.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NF0248'1.5 FEET E OF A WITNESS POST.
 NF0248
 NF0248                          STATION RECOVERY (1992)
 NF0248
 NF0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF0248'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0525 ***********************************************************************
 NE0525  DESIGNATION -  M 180
 NE0525  PID         -  NE0525
 NE0525  STATE/COUNTY-  MI/WAYNE
 NE0525  USGS QUAD   -  ROCKWOOD (1981)
 NE0525
 NE0525                         *CURRENT SURVEY CONTROL
 NE0525  ___________________________________________________________________
 NE0525* NAD 83(1986)-  42 06 22.     (N)    083 11 47.     (W)     SCALED    
 NE0525* NAVD 88     -       178.940  (meters)     587.07   (feet)  ADJUSTED  
 NE0525  ___________________________________________________________________
 NE0525  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 NE0525  DYNAMIC HT  -         178.881 (meters)     586.88  (feet)  COMP
 NE0525  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 NE0525
 NE0525  VERT ORDER  -  FIRST     CLASS II
 NE0525
 NE0525.The horizontal coordinates were scaled from a topographic map and have
 NE0525.an estimated accuracy of +/- 6 seconds.
 NE0525
 NE0525.The orthometric height was determined by differential leveling
 NE0525.and adjusted by the National Geodetic Survey in June 1991..
 NE0525
 NE0525.The geoid height was determined by GEOID03.
 NE0525
 NE0525.The dynamic height is computed by dividing the NAVD 88
 NE0525.geopotential number by the normal gravity value computed on the
 NE0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0525.degrees latitude (g = 980.6199 gals.).
 NE0525
 NE0525.The modeled gravity was interpolated from observed gravity values.
 NE0525
 NE0525;                    North         East    Units  Estimated Accuracy
 NE0525;SPC MI S     -    68,000.    4,096,790.      MT  (+/- 180 meters Scaled)
 NE0525
 NE0525                          SUPERSEDED SURVEY CONTROL
 NE0525
 NE0525  NGVD 29 (??/??/??)  179.109  (m)          587.63   (f) ADJUSTED    1 2
 NE0525
 NE0525.Superseded values are not recommended for survey control.
 NE0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0525.See file dsdata.txt to determine how the superseded data were derived.
 NE0525
 NE0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG183638(NAD 83)
 NE0525_MARKER: DB = BENCH MARK DISK
 NE0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0525_STAMPING: M 180 1954
 NE0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0525+STABILITY: SURFACE MOTION
 NE0525
 NE0525  HISTORY     - Date     Condition        Report By
 NE0525  HISTORY     - 1954     MONUMENTED       CGS
 NE0525  HISTORY     - 1980     GOOD             NGS
 NE0525  HISTORY     - 1983     GOOD             USPSQD
 NE0525  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0525  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NE0525  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0525
 NE0525                          STATION DESCRIPTION
 NE0525
 NE0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NE0525'1.6 MI S FROM TRENTON.
 NE0525'ABOUT 1.65 MILES SOUTH ALONG WEST JEFFERSON AVENUE (RIVER ROAD)
 NE0525'FROM THE JUNCTION OF GROSSE ILE PARKWAY IN SOUTH PART OF TRENTON,
 NE0525'288 FEET SOUTH-SOUTHEAST ALONG NORTH GIBRALTAR ROAD FROM THE
 NE0525'JUNCTION OF NORTH GIBRALTAR ROAD AND RIVER ROAD, 26 1/2 FEET
 NE0525'EAST-NORTHEAST OF CENTER LINE OF NORTH GIBRALTAR ROAD, 4.9 FEET
 NE0525'EAST OF TELEPHONE CABLE POLE NO. 27, 2 1/2 FEET NORTH OF A 1 1/2
 NE0525'BY 2 1/2-FOOT SURFACE BOULDER, ABOUT 1 FOOT ABOVE LEVEL OF ROAD
 NE0525'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 NE0525
 NE0525                          STATION RECOVERY (1980)
 NE0525
 NE0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0525'RECOVERED IN GOOD CONDITION.
 NE0525
 NE0525                          STATION RECOVERY (1983)
 NE0525
 NE0525'RECOVERY NOTE BY US POWER SQUADRON 1983
 NE0525'THIS MARK IS NOW ON A SERVICE DRIVE OF THE MCLOUTH STEEL PLANT AND IS
 NE0525'NO LONGER CALLED NORTH GIBRALTER RD. ANOTHER STREET NOW HAS THIS
 NE0525'NAME. THE TELEPHONE POLE NUMBER 27 1/2.
 NE0525
 NE0525                          STATION RECOVERY (1987)
 NE0525
 NE0525'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0525'MARK NOT FOUND.
 NE0525
 NE0525                          STATION RECOVERY (1988)
 NE0525
 NE0525'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 NE0525'MARK NOT FOUND.
 NE0525
 NE0525                          STATION RECOVERY (1989)
 NE0525
 NE0525'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QM0012 ***********************************************************************
 QM0012  DESIGNATION -  M 190
 QM0012  PID         -  QM0012
 QM0012  STATE/COUNTY-  MI/DICKINSON
 QM0012  USGS QUAD   -  IRON MOUNTAIN (1982)
 QM0012
 QM0012                         *CURRENT SURVEY CONTROL
 QM0012  ___________________________________________________________________
 QM0012* NAD 83(1986)-  45 48 26.     (N)    088 04 56.     (W)     SCALED    
 QM0012* NAVD 88     -       352.248  (meters)    1155.67   (feet)  ADJUSTED  
 QM0012  ___________________________________________________________________
 QM0012  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 QM0012  DYNAMIC HT  -         352.242 (meters)    1155.65  (feet)  COMP
 QM0012  MODELED GRAV-     980,587.7   (mgal)                       NAVD 88
 QM0012
 QM0012  VERT ORDER  -  SECOND    CLASS 0
 QM0012
 QM0012.The horizontal coordinates were scaled from a topographic map and have
 QM0012.an estimated accuracy of +/- 6 seconds.
 QM0012
 QM0012.The orthometric height was determined by differential leveling
 QM0012.and adjusted by the National Geodetic Survey in June 1991..
 QM0012
 QM0012.The geoid height was determined by GEOID03.
 QM0012
 QM0012.The dynamic height is computed by dividing the NAVD 88
 QM0012.geopotential number by the normal gravity value computed on the
 QM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QM0012.degrees latitude (g = 980.6199 gals.).
 QM0012
 QM0012.The modeled gravity was interpolated from observed gravity values.
 QM0012
 QM0012;                    North         East    Units  Estimated Accuracy
 QM0012;SPC MI N     -   114,370.    7,915,890.      MT  (+/- 180 meters Scaled)
 QM0012
 QM0012                          SUPERSEDED SURVEY CONTROL
 QM0012
 QM0012  NGVD 29 (??/??/92)  352.263  (m)         1155.72   (f) ADJ UNCH    2 0
 QM0012
 QM0012.Superseded values are not recommended for survey control.
 QM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QM0012.See file dsdata.txt to determine how the superseded data were derived.
 QM0012
 QM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR159731(NAD 83)
 QM0012_MARKER: DB = BENCH MARK DISK
 QM0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QM0012_SP_SET: CONCRETE PAD
 QM0012_STAMPING: M 190 1966
 QM0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QM0012
 QM0012  HISTORY     - Date     Condition        Report By
 QM0012  HISTORY     - 1966     MONUMENTED       CGS
 QM0012  HISTORY     - 19900410 MARK NOT FOUND   MIDT
 QM0012  HISTORY     - 20011024 MARK NOT FOUND   MIDT
 QM0012
 QM0012                          STATION DESCRIPTION
 QM0012
 QM0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 QM0012'IN IRON MOUNTAIN.
 QM0012'TO REACH FROM THE DICKINSON COUNTY COURT HOUSE IN IRON MOUNTAIN,
 QM0012'MICH. GO SOUTH ON U.S. HIGHWAY NO 2 FOR 0.4 MILE, TURN WEST ON
 QM0012'MILWAUKEE STREET FOR 0.4 MILE, TURN LEFT ON CARPENTER AVE FOR
 QM0012'0.2 MILE, TURN RIGHT ON WOODWARD AVE AND GO WEST FOR 0.7 MILE
 QM0012'TO BENCH ON LEFT SIDE OF STREET.  THE BENCH MARK IS 72.1
 QM0012'FEET SOUTH OF THE CENTERLINE OF WOODWARD AVE, 40.4 FEET WEST
 QM0012'OF THE CENTERLINE OF NORTH AVE, AND 0.5 FOOT NORTHWEST OF A PIPE
 QM0012'THAT PROJECTS 4 FEET.  THE DISK IS CEMENTED IN A DRILLED HOLE
 QM0012'IN THE NORTHWEST CORNER OF A 7 FOOT BY 13 FOOT CONCRETE PAD
 QM0012'AND STAMPED M 190 1966.
 QM0012
 QM0012                          STATION RECOVERY (1990)
 QM0012
 QM0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1990 (BRT)
 QM0012'MARK NOT FOUND.
 QM0012
 QM0012                          STATION RECOVERY (2001)
 QM0012
 QM0012'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QM0012'THERE IS A APARTMENT COMPLEX AT THE LOCATION. THE STREET REFERENCES
 QM0012'PLACE THE MARK IN A LAWN NEAR THE BLDG, NO CONRETE PAD OR STELL PIPE
 QM0012'WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0087 ***********************************************************************
 RK0087  DESIGNATION -  M 193
 RK0087  PID         -  RK0087
 RK0087  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0087  USGS QUAD   -  
 RK0087
 RK0087                         *CURRENT SURVEY CONTROL
 RK0087  ___________________________________________________________________
 RK0087* NAD 83(1986)-  46 26 54.     (N)    086 21 44.     (W)     SCALED    
 RK0087* NAVD 88     -       274.816  (meters)     901.63   (feet)  ADJUSTED  
 RK0087  ___________________________________________________________________
 RK0087  GEOID HEIGHT-         -35.26  (meters)                     GEOID03
 RK0087  DYNAMIC HT  -         274.833 (meters)     901.68  (feet)  COMP
 RK0087  MODELED GRAV-     980,669.7   (mgal)                       NAVD 88
 RK0087
 RK0087  VERT ORDER  -  SECOND    CLASS 0
 RK0087
 RK0087.The horizontal coordinates were scaled from a topographic map and have
 RK0087.an estimated accuracy of +/- 6 seconds.
 RK0087
 RK0087.The orthometric height was determined by differential leveling
 RK0087.and adjusted by the National Geodetic Survey in June 1991..
 RK0087
 RK0087.The geoid height was determined by GEOID03.
 RK0087
 RK0087.The dynamic height is computed by dividing the NAVD 88
 RK0087.geopotential number by the normal gravity value computed on the
 RK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0087.degrees latitude (g = 980.6199 gals.).
 RK0087
 RK0087.The modeled gravity was interpolated from observed gravity values.
 RK0087
 RK0087;                    North         East    Units  Estimated Accuracy
 RK0087;SPC MI N     -   185,250.    8,049,000.      MT  (+/- 180 meters Scaled)
 RK0087
 RK0087                          SUPERSEDED SURVEY CONTROL
 RK0087
 RK0087  NGVD 29 (??/??/92)  274.774  (m)          901.49   (f) ADJ UNCH    2 0
 RK0087
 RK0087.Superseded values are not recommended for survey control.
 RK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0087.See file dsdata.txt to determine how the superseded data were derived.
 RK0087
 RK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES489440(NAD 83)
 RK0087_MARKER: DB = BENCH MARK DISK
 RK0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RK0087_SP_SET: WATER TANK LEG
 RK0087_STAMPING: M 193 1964
 RK0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RK0087
 RK0087  HISTORY     - Date     Condition        Report By
 RK0087  HISTORY     - 1964     MONUMENTED       CGS
 RK0087
 RK0087                          STATION DESCRIPTION
 RK0087
 RK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0087'9.5 MI N FROM CREIGHTON.
 RK0087'0.1 MILE WEST ALONG STATE HIGHWAY M 28 FROM A 50-FOOT CONCRETE
 RK0087'HIGHWAY BRIDGE OVER CREIGHTON CREEK AT CREIGHTON, THENCE 9.4
 RK0087'MILES NORTH ALONG A SAND ROAD, IN S 30, T 47 N, R 16 W, ABOUT 52
 RK0087'YARDS SOUTH OF THE CENTER OF THE JUNCTION OF A SAND ROAD LEADING
 RK0087'WEST TO MELSTRAND, SET IN THE TOP OF THE NORTHWEST LEG OF AN
 RK0087'ABANDONED WATER TANK, 94 FEET WEST OF THE CENTER LINE OF THE ROAD
 RK0087'LEADING SOUTH, ABOUT LEVEL WITH THE ROAD LEADING WEST AND ABOUT 10
 RK0087'FEET ABOVE THE LEVEL OF THE ROAD LEADING SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0443 ***********************************************************************
 RJ0443  DESIGNATION -  M 194
 RJ0443  PID         -  RJ0443
 RJ0443  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0443  USGS QUAD   -  SENEY (1972)
 RJ0443
 RJ0443                         *CURRENT SURVEY CONTROL
 RJ0443  ___________________________________________________________________
 RJ0443* NAD 83(1986)-  46 20 40.     (N)    085 55 51.     (W)     SCALED    
 RJ0443* NAVD 88     -       224.506  (meters)     736.57   (feet)  ADJUSTED  
 RJ0443  ___________________________________________________________________
 RJ0443  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 RJ0443  DYNAMIC HT  -         224.522 (meters)     736.62  (feet)  COMP
 RJ0443  MODELED GRAV-     980,678.3   (mgal)                       NAVD 88
 RJ0443
 RJ0443  VERT ORDER  -  SECOND    CLASS 0
 RJ0443
 RJ0443.The horizontal coordinates were scaled from a topographic map and have
 RJ0443.an estimated accuracy of +/- 6 seconds.
 RJ0443
 RJ0443.The orthometric height was determined by differential leveling
 RJ0443.and adjusted by the National Geodetic Survey in June 1991..
 RJ0443
 RJ0443.The geoid height was determined by GEOID03.
 RJ0443
 RJ0443.The dynamic height is computed by dividing the NAVD 88
 RJ0443.geopotential number by the normal gravity value computed on the
 RJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0443.degrees latitude (g = 980.6199 gals.).
 RJ0443
 RJ0443.The modeled gravity was interpolated from observed gravity values.
 RJ0443
 RJ0443;                    North         East    Units  Estimated Accuracy
 RJ0443;SPC MI N     -   174,060.    8,082,300.      MT  (+/- 180 meters Scaled)
 RJ0443
 RJ0443                          SUPERSEDED SURVEY CONTROL
 RJ0443
 RJ0443  NGVD 29 (??/??/92)  224.474  (m)          736.46   (f) ADJ UNCH    2 0
 RJ0443
 RJ0443.Superseded values are not recommended for survey control.
 RJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0443.See file dsdata.txt to determine how the superseded data were derived.
 RJ0443
 RJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES822328(NAD 83)
 RJ0443_MARKER: DB = BENCH MARK DISK
 RJ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0443_STAMPING: M 194 1964
 RJ0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0443+STABILITY: SURFACE MOTION
 RJ0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0443+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 RJ0443
 RJ0443  HISTORY     - Date     Condition        Report By
 RJ0443  HISTORY     - 1964     MONUMENTED       CGS
 RJ0443  HISTORY     - 19990909 GOOD             USPSQD
 RJ0443  HISTORY     - 20040920 GOOD             USPSQD
 RJ0443  HISTORY     - 20060911 GOOD             USPSQD
 RJ0443
 RJ0443                          STATION DESCRIPTION
 RJ0443
 RJ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0443'0.7 MI E FROM SENEY.
 RJ0443'ABOUT 0.7 MILE EAST ALONG THE SOO LINE RAILROAD FROM THE STATION
 RJ0443'AT SENEY, IN S 33, T 46 N, R 13 W, ABOUT 0.1 MILE EAST OF
 RJ0443'MILEPOST 79, 165 FEET NORTHEAST OF THE CENTER OF THE CROSSING
 RJ0443'OF STATE HIGHWAY M 28, 55 FEET NORTH OF THE NORTH RAIL, 16 FEET
 RJ0443'SOUTH OF THE CENTER LINE OF AN OLD ROAD THAT PARALLELS THE
 RJ0443'TRACK ON THE NORTH SIDE, 8 1/2 FEET NORTHWEST OF TELEPHONE
 RJ0443'POLE NUMBER 2921, EAST OF A METAL WITNESS POST, ABOUT LEVEL
 RJ0443'WITH THE OLD ROAD, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK,
 RJ0443'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 RJ0443
 RJ0443                          STATION RECOVERY (1999)
 RJ0443
 RJ0443'RECOVERY NOTE BY US POWER SQUADRON 1999
 RJ0443'RECOVERED IN GOOD CONDITION.
 RJ0443
 RJ0443                          STATION RECOVERY (2004)
 RJ0443
 RJ0443'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0443'RECOVERED IN GOOD CONDITION.
 RJ0443
 RJ0443                          STATION RECOVERY (2006)
 RJ0443
 RJ0443'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0025 ***********************************************************************
 RK0025  DESIGNATION -  M 195
 RK0025  PID         -  RK0025
 RK0025  STATE/COUNTY-  MI/ALGER
 RK0025  USGS QUAD   -  GRAND SABLE LAKE (1966)
 RK0025
 RK0025                         *CURRENT SURVEY CONTROL
 RK0025  ___________________________________________________________________
 RK0025* NAD 83(1986)-  46 38 36.     (N)    086 03 55.     (W)     SCALED    
 RK0025* NAVD 88     -       263.475  (meters)     864.42   (feet)  ADJUSTED  
 RK0025  ___________________________________________________________________
 RK0025  GEOID HEIGHT-         -35.85  (meters)                     GEOID03
 RK0025  DYNAMIC HT  -         263.496 (meters)     864.49  (feet)  COMP
 RK0025  MODELED GRAV-     980,687.1   (mgal)                       NAVD 88
 RK0025
 RK0025  VERT ORDER  -  SECOND    CLASS 0
 RK0025
 RK0025.The horizontal coordinates were scaled from a topographic map and have
 RK0025.an estimated accuracy of +/- 6 seconds.
 RK0025
 RK0025.The orthometric height was determined by differential leveling
 RK0025.and adjusted by the National Geodetic Survey in June 1991..
 RK0025
 RK0025.The geoid height was determined by GEOID03.
 RK0025
 RK0025.The dynamic height is computed by dividing the NAVD 88
 RK0025.geopotential number by the normal gravity value computed on the
 RK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0025.degrees latitude (g = 980.6199 gals.).
 RK0025
 RK0025.The modeled gravity was interpolated from observed gravity values.
 RK0025
 RK0025;                    North         East    Units  Estimated Accuracy
 RK0025;SPC MI N     -   207,150.    8,071,560.      MT  (+/- 180 meters Scaled)
 RK0025
 RK0025                          SUPERSEDED SURVEY CONTROL
 RK0025
 RK0025  NGVD 29 (??/??/92)  263.436  (m)          864.29   (f) ADJ UNCH    2 0
 RK0025
 RK0025.Superseded values are not recommended for survey control.
 RK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0025.See file dsdata.txt to determine how the superseded data were derived.
 RK0025
 RK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES715659(NAD 83)
 RK0025_MARKER: DB = BENCH MARK DISK
 RK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0025_STAMPING: M 195 1964
 RK0025_MARK LOGO: CGS   
 RK0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0025+STABILITY: SURFACE MOTION
 RK0025
 RK0025  HISTORY     - Date     Condition        Report By
 RK0025  HISTORY     - 1964     MONUMENTED       CGS
 RK0025  HISTORY     - 19940507 GOOD             LOCENG
 RK0025  HISTORY     - 19940801 GOOD             USPSQD
 RK0025
 RK0025                          STATION DESCRIPTION
 RK0025
 RK0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RK0025'5 MI SW FROM GRAND MARAIS.
 RK0025'ABOUT 0.9 MILE SOUTH ALONG STATE HIGHWAY 77 FROM THE METHODIST
 RK0025'CHURCH AT GRAND MARAIS, THENCE 1.0 MILE WEST ALONG COUNTY ROAD 708,
 RK0025'THENCE 3.1 MILES WEST AND SOUTHWEST ALONG COUNTY ROAD 700, IN
 RK0025'S 16, T 49 N, R 14 W, ON THE OUTSIDE OF A CURVE IN THE ROAD, 84
 RK0025'FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A NARROW SAND ROAD
 RK0025'LEADING SOUTH, 26 FEET SOUTH OF THE CENTER LINE OF THE COUNTY
 RK0025'ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, ABOUT 1 FOOT
 RK0025'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 RK0025'POST PROJECTING 4 INCHES.
 RK0025
 RK0025                          STATION RECOVERY (1994)
 RK0025
 RK0025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLJ)
 RK0025'RECOVERED AS DESCRIBED. RECOVERY BY ROBERT L. JAMROS, LPS.
 RK0025
 RK0025                          STATION RECOVERY (1994)
 RK0025
 RK0025'RECOVERY NOTE BY US POWER SQUADRON 1994
 RK0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0733 ***********************************************************************
 QK0733  DESIGNATION -  M 1954
 QK0733  PID         -  QK0733
 QK0733  STATE/COUNTY-  MI/MACKINAC
 QK0733  USGS QUAD   -  ST IGNACE (1976)
 QK0733
 QK0733                         *CURRENT SURVEY CONTROL
 QK0733  ___________________________________________________________________
 QK0733* NAD 83(1994)-  45 50 13.25835(N)    084 43 29.50189(W)     ADJUSTED  
 QK0733* NAVD 88     -       179.05   (+/-2cm)     587.4    (feet)  VERTCON   
 QK0733  ___________________________________________________________________
 QK0733  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 QK0733  GEOID HEIGHT-         -35.40  (meters)                     GEOID03
 QK0733
 QK0733  HORZ ORDER  -  FIRST
 QK0733  VERT ORDER  -  THIRD ? (See Below)
 QK0733
 QK0733.The horizontal coordinates were established by classical geodetic methods
 QK0733.and adjusted by the National Geodetic Survey in February 1997..
 QK0733
 QK0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 QK0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 QK0733.The vertical order pertains to the NGVD 29 superseded value.
 QK0733
 QK0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0733
 QK0733.The geoid height was determined by GEOID03.
 QK0733
 QK0733;                    North         East     Units Scale Factor Converg.
 QK0733;SPC MI N     -   119,647.283 8,176,720.405   MT  0.99993326   +1 38 40.0
 QK0733;SPC MI N     -   392,543.58 26,826,510.52   iFT  0.99993326   +1 38 40.0
 QK0733;UTM  16      - 5,078,456.257   676,684.470   MT  0.99998379   +1 37 57.1
 QK0733
 QK0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0733!SPC MI N     -   0.99997748  x   0.99993326  =   0.99991074
 QK0733!UTM  16      -   0.99997748  x   0.99998379  =   0.99996127
 QK0733
 QK0733                          SUPERSEDED SURVEY CONTROL
 QK0733
 QK0733  NAD 83(1986)-  45 50 13.25116(N)    084 43 29.50113(W) AD(       ) 1
 QK0733  NAD 27      -  45 50 13.20800(N)    084 43 29.32500(W) AD(       ) 1
 QK0733  NGVD 29 (07/19/86)  179.08   (m)          587.5    (f) LEVELING    3  
 QK0733
 QK0733.Superseded values are not recommended for survey control.
 QK0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0733.See file dsdata.txt to determine how the superseded data were derived.
 QK0733
 QK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7668478456(NAD 83)
 QK0733
 QK0733  HISTORY     - Date     Condition        Report By
 QK0733  HISTORY     - 1954     MONUMENTED       CGS
 QK0733  HISTORY     - 19950701 MARK NOT FOUND   USPSQD
 QK0733
 QK0733                          STATION DESCRIPTION
 QK0733
 QK0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0733'NO DESCRIPTION SUBMITTED BY FIELD PARTY.
 QK0733'
 QK0733'STATION ESTABLISHED ON CENTERLINE OF BRIDGE BETWEEN THE END POINTS
 QK0733'A 1 AND A 2.
 QK0733'STATION WILL BE COVERED OR DESTROYED IN CONSTRUCTION OF
 QK0733'BRIDGE.
 QK0733
 QK0733                          STATION RECOVERY (1995)
 QK0733
 QK0733'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0430 ***********************************************************************
 RJ0430  CBN         -  This is a Cooperative Base Network Control Station.
 RJ0430  DESIGNATION -  M 196
 RJ0430  PID         -  RJ0430
 RJ0430  STATE/COUNTY-  MI/LUCE
 RJ0430  USGS QUAD   -  NEWBERRY (1973)
 RJ0430
 RJ0430                         *CURRENT SURVEY CONTROL
 RJ0430  ___________________________________________________________________
 RJ0430* NAD 83(1994)-  46 21 07.07080(N)    085 32 46.93488(W)     ADJUSTED  
 RJ0430* NAVD 88     -       218.700  (meters)     717.52   (feet)  ADJUSTED  
 RJ0430  ___________________________________________________________________
 RJ0430  X           -     342,463.547 (meters)                     COMP
 RJ0430  Y           -  -4,396,904.353 (meters)                     COMP
 RJ0430  Z           -   4,592,470.349 (meters)                     COMP
 RJ0430  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 RJ0430  ELLIP HEIGHT-         183.33  (meters)          (06/11/02) GPS OBS
 RJ0430  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 RJ0430  DYNAMIC HT  -         218.713 (meters)     717.56  (feet)  COMP
 RJ0430  MODELED GRAV-     980,668.0   (mgal)                       NAVD 88
 RJ0430
 RJ0430  HORZ ORDER  -  B
 RJ0430  VERT ORDER  -  SECOND    CLASS 0
 RJ0430  ELLP ORDER  -  FOURTH    CLASS I
 RJ0430
 RJ0430.The horizontal coordinates were established by GPS observations
 RJ0430.and adjusted by the National Geodetic Survey in September 1995..
 RJ0430
 RJ0430.The orthometric height was determined by differential leveling
 RJ0430.and adjusted by the National Geodetic Survey in June 1991..
 RJ0430
 RJ0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 RJ0430
 RJ0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0430
 RJ0430.The ellipsoidal height was determined by GPS observations
 RJ0430.and is referenced to NAD 83.
 RJ0430
 RJ0430.The geoid height was determined by GEOID03.
 RJ0430
 RJ0430.The dynamic height is computed by dividing the NAVD 88
 RJ0430.geopotential number by the normal gravity value computed on the
 RJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0430.degrees latitude (g = 980.6199 gals.).
 RJ0430
 RJ0430.The modeled gravity was interpolated from observed gravity values.
 RJ0430
 RJ0430;                    North         East     Units Scale Factor Converg.
 RJ0430;SPC MI N     -   175,369.857 8,111,869.745   MT  0.99990351   +1 03 02.4
 RJ0430;SPC MI N     -   575,360.42 26,613,745.88   iFT  0.99990351   +1 03 02.4
 RJ0430;UTM  16      - 5,134,181.030   611,841.508   MT  0.99975376   +1 03 07.0
 RJ0430
 RJ0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0430!SPC MI N     -   0.99997126  x   0.99990351  =   0.99987477
 RJ0430!UTM  16      -   0.99997126  x   0.99975376  =   0.99972503
 RJ0430
 RJ0430                          SUPERSEDED SURVEY CONTROL
 RJ0430
 RJ0430  ELLIP H (09/20/95)  183.32   (m)                       GP(       ) 1 2
 RJ0430  NAVD 88 (09/20/95)  218.70   (m)          717.5    (f) LEVELING    3  
 RJ0430  NGVD 29 (??/??/92)  218.668  (m)          717.41   (f) ADJ UNCH    2 0
 RJ0430
 RJ0430.Superseded values are not recommended for survey control.
 RJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0430.See file dsdata.txt to determine how the superseded data were derived.
 RJ0430
 RJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS1184234181(NAD 83)
 RJ0430_MARKER: DB = BENCH MARK DISK
 RJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0430_STAMPING: M 196 1964
 RJ0430_MARK LOGO: CGS   
 RJ0430_PROJECTION: PROJECTING 13 CENTIMETERS
 RJ0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0430+STABILITY: SURFACE MOTION
 RJ0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0430+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 RJ0430
 RJ0430  HISTORY     - Date     Condition        Report By
 RJ0430  HISTORY     - 1964     MONUMENTED       CGS
 RJ0430  HISTORY     - 19940805 GOOD             NGS
 RJ0430  HISTORY     - 20010426 GOOD             MIDT
 RJ0430  HISTORY     - 20051102 GOOD             INDIV
 RJ0430
 RJ0430                          STATION DESCRIPTION
 RJ0430
 RJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0430'1.8 MI W FROM NEWBERRY.
 RJ0430'ABOUT 1.8 MILES WEST ALONG THE SOO LINE RAILROAD FROM THE
 RJ0430'STATION AT NEWBERRY, IN S 27, T 46 N, R 10 W, ABOUT 0.3 MILE
 RJ0430'WEST OF MILEPOST 60 AT DOLLARVILLE, 87 FEET NORTHWEST OF THE
 RJ0430'CENTER OF A PRIVATE ROAD CROSSING 59 FEET WEST OF THE CENTER
 RJ0430'LINE OF THE ROAD, 45 FEET NORTH OF THE NORTH RAIL, 11 FEET
 RJ0430'SOUTHEAST OF TELEPHONE POLE NUMBER 2241, 2 FEET SOUTH OF A
 RJ0430'FENCE LINE 1.6 FEET EAST OF A METAL WITNESS POST, ABOUT 3 FEET
 RJ0430'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 RJ0430'POST PROJECTING 5 INCHES.
 RJ0430
 RJ0430                          STATION RECOVERY (1994)
 RJ0430
 RJ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 RJ0430'STATION IS LOCATED IN QUAD 460853, ABOUT 1.8 MI (2.9 KM) WEST OF
 RJ0430'NEWBERRY, ADJACENT TO A GRAVEL PARKING AREA AT THE DOLLARVILLE DAM
 RJ0430'FLOODING FISHING AREA, IN SECTION 27, T46N, R10W, COLUMBUS TOWNSHIP.
 RJ0430'OWNERSHIP--WISCONSIN CENTRAL LIMITED RAILROAD.  TO REACH FROM THE
 RJ0430'JUNCTION OF STATE HIGHWAYS 28 AND 123 ABOUT 3 MI (4.8 KM) SOUTH OF
 RJ0430'NEWBERRY, GO NORTH ON HIGHWAY 123 FOR 3.35 MI (5.39 KM) TO MCMILLAN
 RJ0430'AVENUE.  TURN LEFT, WEST, ON MCMILLAN AVENUE FOR 1.55 MI (2.49 KM) TO
 RJ0430'A PAVED ROAD RIGHT IN DOLLARVILLE, WITH A SIGN FOR THE MICHIGAN DNR
 RJ0430'DOLLARVILLE DAM FLOODING.  TURN RIGHT, NORTH, ON COUNTY ROAD 387 FOR
 RJ0430'0.1 MI (0.2 KM) CROSSING THE RAILROAD TRACKS TO END OF PAVEMENT, WITH
 RJ0430'A GRAVEL ROAD CONTINUING NORTH AND ANOTHER GRAVEL ROAD LEADING WEST TO
 RJ0430'DOLLARVILLE DAM FLOODING.  TURN LEFT, WEST, ON THE GRAVEL ROAD,
 RJ0430'STAYING NORTH OF A RAILCAR LOG LOADING AREA, FOR 0.25 MI (0.40 KM) TO
 RJ0430'A PARKING AREA FOR THE DOLLARVILLE DAM FLOODING STRAIGHT AHEAD.  TURN
 RJ0430'LEFT, SOUTH, FOR ABOUT 30 METERS (98.4 FT) TO A T-JUNCTION WHERE 2
 RJ0430'GRAVEL ROADS GO EAST, 1 GRAVEL ROAD GOES WEST, AND THE STATION
 RJ0430'STRAIGHT AHEAD ACROSS AN OLD BARBED WIRE FENCE LINE.  STATION IS FLUSH
 RJ0430'WITH THE GROUND.  IT IS 223.5 FT (68.1 M) NORTH OF THE CENTERLINE OF
 RJ0430'MCMILLAN AVENUE, 165.4 FT (50.4 M) SOUTH-SOUTHEAST OF THE EAST
 RJ0430'GATEPOST OF A LOCKED PIPE GATE ACROSS A GRAVEL LANE LEADING TO A BOAT
 RJ0430'DOCK, 104.0 FT (31.7 M) SOUTH-SOUTHWEST OF THE WEST END OF AN
 RJ0430'OVERGROWN GRASS STRIP BETWEEN THE TWO GRAVEL ROADS LEADING EAST, 45.2
 RJ0430'FT (13.8 M) NORTH OF THE NORTH RAIL, 1.6 FT (0.5 M) EAST OF A METAL
 RJ0430'WITNESS POST, AND 0.6 FT (18.3 CM) SOUTH OF THE FENCE LINE.
 RJ0430
 RJ0430                          STATION RECOVERY (2001)
 RJ0430
 RJ0430'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (JEH)
 RJ0430'STATION WAS RECOVERED ON 04-03-2001, BY MICHIGAN DEPARTMENT OF
 RJ0430'TRANSPORTATION SUPERIOR REGION, (JEH) IN GOOD CONDITION.  STATION
 RJ0430'IS GOOD TO USE WITH G.P.S.
 RJ0430' 
 RJ0430'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 RJ0430' 
 RJ0430' 
 RJ0430'
 RJ0430
 RJ0430                          STATION RECOVERY (2005)
 RJ0430
 RJ0430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 RJ0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0553 ***********************************************************************
 RJ0553  DESIGNATION -  M 197
 RJ0553  PID         -  RJ0553
 RJ0553  STATE/COUNTY-  MI/LUCE
 RJ0553  USGS QUAD   -  GRAND MARAIS NE (1968)
 RJ0553
 RJ0553                         *CURRENT SURVEY CONTROL
 RJ0553  ___________________________________________________________________
 RJ0553* NAD 83(1986)-  46 40 38.     (N)    085 49 07.     (W)     SCALED    
 RJ0553* NAVD 88     -       191.350  (meters)     627.79   (feet)  ADJUSTED  
 RJ0553  ___________________________________________________________________
 RJ0553  GEOID HEIGHT-         -36.04  (meters)                     GEOID03
 RJ0553  DYNAMIC HT  -         191.368 (meters)     627.85  (feet)  COMP
 RJ0553  MODELED GRAV-     980,703.8   (mgal)                       NAVD 88
 RJ0553
 RJ0553  VERT ORDER  -  SECOND    CLASS 0
 RJ0553
 RJ0553.The horizontal coordinates were scaled from a topographic map and have
 RJ0553.an estimated accuracy of +/- 6 seconds.
 RJ0553
 RJ0553.The orthometric height was determined by differential leveling
 RJ0553.and adjusted by the National Geodetic Survey in June 1991..
 RJ0553
 RJ0553.The geoid height was determined by GEOID03.
 RJ0553
 RJ0553.The dynamic height is computed by dividing the NAVD 88
 RJ0553.geopotential number by the normal gravity value computed on the
 RJ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0553.degrees latitude (g = 980.6199 gals.).
 RJ0553
 RJ0553.The modeled gravity was interpolated from observed gravity values.
 RJ0553
 RJ0553;                    North         East    Units  Estimated Accuracy
 RJ0553;SPC MI N     -   211,170.    8,090,380.      MT  (+/- 180 meters Scaled)
 RJ0553
 RJ0553                          SUPERSEDED SURVEY CONTROL
 RJ0553
 RJ0553  NGVD 29 (??/??/92)  191.314  (m)          627.67   (f) ADJ UNCH    2 0
 RJ0553
 RJ0553.Superseded values are not recommended for survey control.
 RJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0553.See file dsdata.txt to determine how the superseded data were derived.
 RJ0553
 RJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES903699(NAD 83)
 RJ0553_MARKER: DB = BENCH MARK DISK
 RJ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0553_STAMPING: M 197 1964
 RJ0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0553+STABILITY: SURFACE MOTION
 RJ0553
 RJ0553  HISTORY     - Date     Condition        Report By
 RJ0553  HISTORY     - 1964     MONUMENTED       CGS
 RJ0553
 RJ0553                          STATION DESCRIPTION
 RJ0553
 RJ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0553'8.4 MI E FROM GRAND MARAIS.
 RJ0553'ABOUT 8.4 MILES EAST ALONG COUNTY ROADS 700 AND 433 FROM THE
 RJ0553'HIGH SCHOOL AT GRAND MARAIS, IN S 4, T 49 N, R 12 W, ABOUT 0.3
 RJ0553'MILE SOUTHWEST OF THE JUNCTION OF A SAND ROAD LEADING NORTHWEST,
 RJ0553'ON THE INSIDE AND AT THE NORTHEAST END OF A LONG CURVE, IN A
 RJ0553'SLIGHT OPENING IN THE TIMBER, 34 FEET SOUTHEAST OF THE CENTER
 RJ0553'LINE OF THE ROAD, 32 1/2 FEET NORTHEAST OF THE MOST NORTHERLY
 RJ0553'OF SEVERAL LARGE PINE TREES, 1.8 FEET NORTHWEST OF A METAL
 RJ0553'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF
 RJ0553'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0535 ***********************************************************************
 RJ0535  DESIGNATION -  M 198
 RJ0535  PID         -  RJ0535
 RJ0535  STATE/COUNTY-  MI/LUCE
 RJ0535  USGS QUAD   -  MUSKALLONGE LAKE EAST (1968)
 RJ0535
 RJ0535                         *CURRENT SURVEY CONTROL
 RJ0535  ___________________________________________________________________
 RJ0535* NAD 83(1986)-  46 39 35.     (N)    085 33 50.     (W)     SCALED    
 RJ0535* NAVD 88     -       199.105  (meters)     653.23   (feet)  ADJUSTED  
 RJ0535  ___________________________________________________________________
 RJ0535  GEOID HEIGHT-         -36.13  (meters)                     GEOID03
 RJ0535  DYNAMIC HT  -         199.122 (meters)     653.29  (feet)  COMP
 RJ0535  MODELED GRAV-     980,696.5   (mgal)                       NAVD 88
 RJ0535
 RJ0535  VERT ORDER  -  SECOND    CLASS 0
 RJ0535
 RJ0535.The horizontal coordinates were scaled from a topographic map and have
 RJ0535.an estimated accuracy of +/- 6 seconds.
 RJ0535
 RJ0535.The orthometric height was determined by differential leveling
 RJ0535.and adjusted by the National Geodetic Survey in June 1991..
 RJ0535
 RJ0535.The geoid height was determined by GEOID03.
 RJ0535
 RJ0535.The dynamic height is computed by dividing the NAVD 88
 RJ0535.geopotential number by the normal gravity value computed on the
 RJ0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0535.degrees latitude (g = 980.6199 gals.).
 RJ0535
 RJ0535.The modeled gravity was interpolated from observed gravity values.
 RJ0535
 RJ0535;                    North         East    Units  Estimated Accuracy
 RJ0535;SPC MI N     -   209,550.    8,109,900.      MT  (+/- 180 meters Scaled)
 RJ0535
 RJ0535                          SUPERSEDED SURVEY CONTROL
 RJ0535
 RJ0535  NGVD 29 (??/??/92)  199.067  (m)          653.11   (f) ADJ UNCH    2 0
 RJ0535
 RJ0535.Superseded values are not recommended for survey control.
 RJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0535.See file dsdata.txt to determine how the superseded data were derived.
 RJ0535
 RJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS098683(NAD 83)
 RJ0535_MARKER: DB = BENCH MARK DISK
 RJ0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0535_STAMPING: M 198 1964
 RJ0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0535+STABILITY: SURFACE MOTION
 RJ0535
 RJ0535  HISTORY     - Date     Condition        Report By
 RJ0535  HISTORY     - 1964     MONUMENTED       CGS
 RJ0535
 RJ0535                          STATION DESCRIPTION
 RJ0535
 RJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 RJ0535'6.2 MI SE FROM DEER PARK.
 RJ0535'ABOUT 2.8 MILES SOUTH ALONG COUNTY ROAD 407 FROM THE DEER PARK
 RJ0535'LODGE AT DEER PARK, THENCE 3.4 MILES EAST ALONG COUNTY ROAD
 RJ0535'410, IN S 9, T 49 N, R 10 W, ABOUT 0.5 MILE EAST OF THE JUNCTION
 RJ0535'OF RABBIT PATCH ROAD LEADING WEST, ABOUT 0.15 MILE SOUTHEAST
 RJ0535'OF THE CENTER OF A CURVE, IN A SLIGHT OPENING IN THE TIMBER,
 RJ0535'32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1.7 FEET
 RJ0535'NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL
 RJ0535'OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0535'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0505 ***********************************************************************
 NE0505  DESIGNATION -  M 199
 NE0505  PID         -  NE0505
 NE0505  STATE/COUNTY-  MI/WAYNE
 NE0505  USGS QUAD   -  ROCKWOOD (1981)
 NE0505
 NE0505                         *CURRENT SURVEY CONTROL
 NE0505  ___________________________________________________________________
 NE0505* NAD 83(1986)-  42 04 05.     (N)    083 12 40.     (W)     SCALED    
 NE0505* NAVD 88     -       177.148  (meters)     581.19   (feet)  ADJUSTED  
 NE0505  ___________________________________________________________________
 NE0505  GEOID HEIGHT-         -35.00  (meters)                     GEOID03
 NE0505  DYNAMIC HT  -         177.088 (meters)     581.00  (feet)  COMP
 NE0505  MODELED GRAV-     980,281.4   (mgal)                       NAVD 88
 NE0505
 NE0505  VERT ORDER  -  FIRST     CLASS 0
 NE0505
 NE0505.The horizontal coordinates were scaled from a topographic map and have
 NE0505.an estimated accuracy of +/- 6 seconds.
 NE0505
 NE0505.The orthometric height was determined by differential leveling
 NE0505.and adjusted by the National Geodetic Survey in June 1991..
 NE0505
 NE0505.The geoid height was determined by GEOID03.
 NE0505
 NE0505.The dynamic height is computed by dividing the NAVD 88
 NE0505.geopotential number by the normal gravity value computed on the
 NE0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0505.degrees latitude (g = 980.6199 gals.).
 NE0505
 NE0505.The modeled gravity was interpolated from observed gravity values.
 NE0505
 NE0505;                    North         East    Units  Estimated Accuracy
 NE0505;SPC MI S     -    63,760.    4,095,630.      MT  (+/- 180 meters Scaled)
 NE0505
 NE0505                          SUPERSEDED SURVEY CONTROL
 NE0505
 NE0505  NGVD 29 (??/??/92)  177.322  (m)          581.76   (f) ADJ UNCH    1 0
 NE0505
 NE0505.Superseded values are not recommended for survey control.
 NE0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0505.See file dsdata.txt to determine how the superseded data were derived.
 NE0505
 NE0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG170596(NAD 83)
 NE0505_MARKER: DB = BENCH MARK DISK
 NE0505_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 NE0505_SP_SET: 12 1/2 FEET
 NE0505_STAMPING: M 199 1968
 NE0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0505
 NE0505  HISTORY     - Date     Condition        Report By
 NE0505  HISTORY     - 1968     MONUMENTED       CGS
 NE0505  HISTORY     - 1980     MARK NOT FOUND   NGS
 NE0505  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 NE0505  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 NE0505
 NE0505                          STATION DESCRIPTION
 NE0505
 NE0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 NE0505'1.9 MI E FROM ROCKWOOD.
 NE0505'ABOUT 1.9 MILES EAST ALONG HURON RIVER DRIVE FROM THE POST OFFICE
 NE0505'AT ROCKWOOD, IN A TRIANGLE FORMED BY THE INTERSECTION OF HURON
 NE0505'RIVER DRIVE AND RIVER ROAD, 128 FEET SOUTHEAST OF THE CENTER
 NE0505'LINE OF A CONNECTING ROAD IN THE TRIANGLE, 59 1/2 FEET WEST
 NE0505'OF THE CENTER LINE OF RIVER ROAD, 52 FEET NORTH OF THE CENTER
 NE0505'LINE OF HURON RIVER DRIVE, 2 1/2 FEET NORTH OF A TELEPHONE
 NE0505'POLE, 0.5 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 NE0505'THE ROADS AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 NE0505'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 NE0505'BY A 4 INCH METAL PIPE WHICH PROJECTS 3 INCHES ABOVE THE LEVEL
 NE0505'OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF
 NE0505'12 1/2 FEET. IN SECT. 11, R 10 E, T 5 S
 NE0505
 NE0505                          STATION RECOVERY (1980)
 NE0505
 NE0505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 NE0505'NOT RECOVERED, CONSIDERED DESTROYED AS A NEW POWER POLE HAS BEEN
 NE0505'PUT IN , AN EXTENSIVE DIGGING HAS BEEN DONE IN THE AREA OF THE MARK.
 NE0505
 NE0505                          STATION RECOVERY (1987)
 NE0505
 NE0505'RECOVERY NOTE BY US POWER SQUADRON 1987 (IEE)
 NE0505'MARK NOT FOUND.
 NE0505
 NE0505                          STATION RECOVERY (1989)
 NE0505
 NE0505'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 NE0505'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0292 ***********************************************************************
 QK0292  DESIGNATION -  M 200
 QK0292  PID         -  QK0292
 QK0292  STATE/COUNTY-  MI/MACKINAC
 QK0292  USGS QUAD   -  POINTE AUX CHENES (1975)
 QK0292
 QK0292                         *CURRENT SURVEY CONTROL
 QK0292  ___________________________________________________________________
 QK0292* NAD 83(1986)-  45 55 56.     (N)    084 55 03.     (W)     SCALED    
 QK0292* NAVD 88     -       181.796  (meters)     596.44   (feet)  ADJUSTED  
 QK0292  ___________________________________________________________________
 QK0292  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 QK0292  DYNAMIC HT  -         181.805 (meters)     596.47  (feet)  COMP
 QK0292  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 QK0292
 QK0292  VERT ORDER  -  FIRST     CLASS 0
 QK0292
 QK0292.The horizontal coordinates were scaled from a topographic map and have
 QK0292.an estimated accuracy of +/- 6 seconds.
 QK0292
 QK0292.The orthometric height was determined by differential leveling
 QK0292.and adjusted by the National Geodetic Survey in June 1991..
 QK0292
 QK0292.The geoid height was determined by GEOID03.
 QK0292
 QK0292.The dynamic height is computed by dividing the NAVD 88
 QK0292.geopotential number by the normal gravity value computed on the
 QK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0292.degrees latitude (g = 980.6199 gals.).
 QK0292
 QK0292.The modeled gravity was interpolated from observed gravity values.
 QK0292
 QK0292;                    North         East    Units  Estimated Accuracy
 QK0292;SPC MI N     -   129,810.    8,161,480.      MT  (+/- 180 meters Scaled)
 QK0292
 QK0292                          SUPERSEDED SURVEY CONTROL
 QK0292
 QK0292  NGVD 29 (??/??/92)  181.840  (m)          596.59   (f) ADJ UNCH    1 0
 QK0292
 QK0292.Superseded values are not recommended for survey control.
 QK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0292.See file dsdata.txt to determine how the superseded data were derived.
 QK0292
 QK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR614886(NAD 83)
 QK0292_MARKER: DB = BENCH MARK DISK
 QK0292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QK0292_SP_SET: 6 FEET
 QK0292_STAMPING: M 200 1972
 QK0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0292
 QK0292  HISTORY     - Date     Condition        Report By
 QK0292  HISTORY     - 1972     MONUMENTED       NGS
 QK0292  HISTORY     - 19950702 MARK NOT FOUND   USPSQD
 QK0292
 QK0292                          STATION DESCRIPTION
 QK0292
 QK0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QK0292'8.8 MI SE FROM BREVORT.
 QK0292'ABOUT 8.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 QK0292'LUTHERAN CHURCH AT BREVORT, AT THE OUTSIDE OF A LONG CURVE, ABOUT
 QK0292'68 YARDS EAST OF THE WEST END OF SAND DUNES ALONG THE SOUTH
 QK0292'SIDE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTER LINE OF THE
 QK0292'HIGHWAY, ABOUT 0.85 MILE SOUTHEAST OF THE HUNGARIAN KITCHEN
 QK0292'RESTAURANT, 0.7 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE
 QK0292'THE LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 QK0292'COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE THAT
 QK0292'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QK0292'DRIVEN TO A DEPTH OF 6 FEET TO REFUSAL.  SECTION 22, T41N,
 QK0292'R5W.
 QK0292
 QK0292                          STATION RECOVERY (1995)
 QK0292
 QK0292'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0404 ***********************************************************************
 RJ0404  DESIGNATION -  M 201
 RJ0404  PID         -  RJ0404
 RJ0404  STATE/COUNTY-  MI/MACKINAC
 RJ0404  USGS QUAD   -  HOG ISLAND POINT (1973)
 RJ0404
 RJ0404                         *CURRENT SURVEY CONTROL
 RJ0404  ___________________________________________________________________
 RJ0404* NAD 83(1986)-  46 04 58.     (N)    085 18 22.     (W)     SCALED    
 RJ0404* NAVD 88     -       181.264  (meters)     594.70   (feet)  ADJUSTED  
 RJ0404  ___________________________________________________________________
 RJ0404  GEOID HEIGHT-         -34.91  (meters)                     GEOID03
 RJ0404  DYNAMIC HT  -         181.276 (meters)     594.74  (feet)  COMP
 RJ0404  MODELED GRAV-     980,673.3   (mgal)                       NAVD 88
 RJ0404
 RJ0404  VERT ORDER  -  FIRST     CLASS 0
 RJ0404
 RJ0404.The horizontal coordinates were scaled from a topographic map and have
 RJ0404.an estimated accuracy of +/- 6 seconds.
 RJ0404
 RJ0404.The orthometric height was determined by differential leveling
 RJ0404.and adjusted by the National Geodetic Survey in June 1991..
 RJ0404
 RJ0404.The geoid height was determined by GEOID03.
 RJ0404
 RJ0404.The dynamic height is computed by dividing the NAVD 88
 RJ0404.geopotential number by the normal gravity value computed on the
 RJ0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0404.degrees latitude (g = 980.6199 gals.).
 RJ0404
 RJ0404.The modeled gravity was interpolated from observed gravity values.
 RJ0404
 RJ0404;                    North         East    Units  Estimated Accuracy
 RJ0404;SPC MI N     -   145,830.    8,131,000.      MT  (+/- 180 meters Scaled)
 RJ0404
 RJ0404                          SUPERSEDED SURVEY CONTROL
 RJ0404
 RJ0404  NGVD 29 (??/??/92)  181.304  (m)          594.83   (f) ADJ UNCH    1 0
 RJ0404
 RJ0404.Superseded values are not recommended for survey control.
 RJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0404.See file dsdata.txt to determine how the superseded data were derived.
 RJ0404
 RJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS309046(NAD 83)
 RJ0404_MARKER: DB = BENCH MARK DISK
 RJ0404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0404_SP_SET: 15 FT
 RJ0404_STAMPING: M 201 1972
 RJ0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0404
 RJ0404  HISTORY     - Date     Condition        Report By
 RJ0404  HISTORY     - 1972     MONUMENTED       NGS
 RJ0404  HISTORY     - 19950817 GOOD             USPSQD
 RJ0404  HISTORY     - 20030606 GOOD             USPSQD
 RJ0404  HISTORY     - 20060830 GOOD             USPSQD
 RJ0404
 RJ0404                          STATION DESCRIPTION
 RJ0404
 RJ0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0404'7.5 MI E FROM NAUBINWAY.
 RJ0404'ABOUT 7.5 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE CATHOLIC
 RJ0404'CHURCH AT NAUBINWAY, ABOUT 1.2 MILES WEST OF A BRIDGE OVER
 RJ0404'HOG ISLAND CREEK, 70 FEET SOUTH OF THE CENTER OF THE JUNCTION
 RJ0404'OF THE HIGHWAY AND A WOODS ROAD LEADING SOUTH TO HOG ISLAND
 RJ0404'POINT CAMP GROUND, 63 FEET SOUTHWEST OF THE CENTER LINE OF
 RJ0404'THE HIGHWAY, 39 1/2 FEET SOUTHEAST OF THE CENTER LINE OF A
 RJ0404'DRIVEWAY, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 1 1/2
 RJ0404'FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF
 RJ0404'A COPPER COATED STEEL ROD THAT IS ENCASED IN A 4 INCH METAL
 RJ0404'PIPE THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 RJ0404'THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 15 FEET.
 RJ0404
 RJ0404                          STATION RECOVERY (1995)
 RJ0404
 RJ0404'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0404'RECOVERED IN GOOD CONDITION.
 RJ0404
 RJ0404                          STATION RECOVERY (2003)
 RJ0404
 RJ0404'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0404'RECOVERED IN GOOD CONDITION.
 RJ0404
 RJ0404                          STATION RECOVERY (2006)
 RJ0404
 RJ0404'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0522 ***********************************************************************
 RJ0522  DESIGNATION -  M 202
 RJ0522  PID         -  RJ0522
 RJ0522  STATE/COUNTY-  MI/SCHOOLCRAFT
 RJ0522  USGS QUAD   -  BLANEY PARK (1972)
 RJ0522
 RJ0522                         *CURRENT SURVEY CONTROL
 RJ0522  ___________________________________________________________________
 RJ0522* NAD 83(1986)-  46 06 03.     (N)    085 54 25.     (W)     SCALED    
 RJ0522* NAVD 88     -       226.358  (meters)     742.64   (feet)  ADJUSTED  
 RJ0522  ___________________________________________________________________
 RJ0522  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 RJ0522  DYNAMIC HT  -         226.370 (meters)     742.68  (feet)  COMP
 RJ0522  MODELED GRAV-     980,662.2   (mgal)                       NAVD 88
 RJ0522
 RJ0522  VERT ORDER  -  FIRST     CLASS 0
 RJ0522
 RJ0522.The horizontal coordinates were scaled from a topographic map and have
 RJ0522.an estimated accuracy of +/- 6 seconds.
 RJ0522
 RJ0522.The orthometric height was determined by differential leveling
 RJ0522.and adjusted by the National Geodetic Survey in June 1991..
 RJ0522
 RJ0522.The geoid height was determined by GEOID03.
 RJ0522
 RJ0522.The dynamic height is computed by dividing the NAVD 88
 RJ0522.geopotential number by the normal gravity value computed on the
 RJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0522.degrees latitude (g = 980.6199 gals.).
 RJ0522
 RJ0522.The modeled gravity was interpolated from observed gravity values.
 RJ0522
 RJ0522;                    North         East    Units  Estimated Accuracy
 RJ0522;SPC MI N     -   147,020.    8,084,510.      MT  (+/- 180 meters Scaled)
 RJ0522
 RJ0522                          SUPERSEDED SURVEY CONTROL
 RJ0522
 RJ0522  NGVD 29 (??/??/92)  226.393  (m)          742.76   (f) ADJ UNCH    1 0
 RJ0522
 RJ0522.Superseded values are not recommended for survey control.
 RJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0522.See file dsdata.txt to determine how the superseded data were derived.
 RJ0522
 RJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES844058(NAD 83)
 RJ0522_MARKER: DB = BENCH MARK DISK
 RJ0522_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0522_SP_SET: 16 FEET
 RJ0522_STAMPING: M 202 1972
 RJ0522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0522+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0522
 RJ0522  HISTORY     - Date     Condition        Report By
 RJ0522  HISTORY     - 1972     MONUMENTED       NGS
 RJ0522  HISTORY     - 20010207 GOOD             MIDT
 RJ0522  HISTORY     - 20060915 GOOD             USPSQD
 RJ0522
 RJ0522                          STATION DESCRIPTION
 RJ0522
 RJ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0522'10.4 MI NE FROM GULLIVER.
 RJ0522'ABOUT 10.35 MILES NORTHEAST ALONG U.S. HIGHWAY 2 FROM THE
 RJ0522'POST OFFICE AT GULLIVER, 1.0 MILE EAST OF THE JUNCTION OF STATE
 RJ0522'HIGHWAY M 77 LEADING NORTH, 118 FEET SOUTH OF THE CENTER LINE
 RJ0522'OF THE HIGHWAY, 50 1/2 FEET EAST OF THE CENTER LINE OF A GRAVELED
 RJ0522'ROAD LEADING SOUTH TO BLANEY TOWER, 72 1/2 FEET SOUTHEAST OF
 RJ0522'AND ACROSS AND HIGHWAY FROM CABLE MARKER NO. L 200 - 32.2,
 RJ0522'0.8 FOOT SOUTHWEST OF A METAL WITNESS POST, 3 FEET BELOW THE
 RJ0522'LEVEL OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER
 RJ0522'COATED STEEL ROD THAT IS FLUSH WITH THE LEVEL OF THE GROUND
 RJ0522'AND ENCASED IN A 6 INCH TILE PIPE THAT PROJECTS 2 INCHES ABOVE
 RJ0522'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF
 RJ0522'16 FEET.  SEC 26, T43N, R13W.
 RJ0522
 RJ0522                          STATION RECOVERY (2001)
 RJ0522
 RJ0522'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 RJ0522'RECOVERED IN GOOD CONDITION.
 RJ0522
 RJ0522                          STATION RECOVERY (2006)
 RJ0522
 RJ0522'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0059 ***********************************************************************
 QL0059  DESIGNATION -  M 203
 QL0059  PID         -  QL0059
 QL0059  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0059  USGS QUAD   -  
 QL0059
 QL0059                         *CURRENT SURVEY CONTROL
 QL0059  ___________________________________________________________________
 QL0059* NAD 83(1986)-  45 56 21.     (N)    086 16 59.     (W)     SCALED    
 QL0059* NAVD 88     -       178.780  (meters)     586.55   (feet)  ADJUSTED  
 QL0059  ___________________________________________________________________
 QL0059  GEOID HEIGHT-         -35.41  (meters)                     GEOID03
 QL0059  DYNAMIC HT  -         178.784 (meters)     586.56  (feet)  COMP
 QL0059  MODELED GRAV-     980,635.4   (mgal)                       NAVD 88
 QL0059
 QL0059  VERT ORDER  -  FIRST     CLASS 0
 QL0059
 QL0059.The horizontal coordinates were scaled from a topographic map and have
 QL0059.an estimated accuracy of +/- 6 seconds.
 QL0059
 QL0059.The orthometric height was determined by differential leveling
 QL0059.and adjusted by the National Geodetic Survey in June 1991..
 QL0059
 QL0059.The geoid height was determined by GEOID03.
 QL0059
 QL0059.The dynamic height is computed by dividing the NAVD 88
 QL0059.geopotential number by the normal gravity value computed on the
 QL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0059.degrees latitude (g = 980.6199 gals.).
 QL0059
 QL0059.The modeled gravity was interpolated from observed gravity values.
 QL0059
 QL0059;                    North         East    Units  Estimated Accuracy
 QL0059;SPC MI N     -   128,720.    8,055,590.      MT  (+/- 180 meters Scaled)
 QL0059
 QL0059                          SUPERSEDED SURVEY CONTROL
 QL0059
 QL0059  NGVD 29 (??/??/92)  178.78   (m)          586.5    (f) COMPUTED    1 0
 QL0059
 QL0059.Superseded values are not recommended for survey control.
 QL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0059.See file dsdata.txt to determine how the superseded data were derived.
 QL0059
 QL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER555875(NAD 83)
 QL0059_MARKER: DB = BENCH MARK DISK
 QL0059_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0059_SP_SET: 19.5 FT
 QL0059_STAMPING: M 203 1972
 QL0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0059+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0059
 QL0059  HISTORY     - Date     Condition        Report By
 QL0059  HISTORY     - 1972     MONUMENTED       NGS
 QL0059  HISTORY     - 20021112 GOOD             USPSQD
 QL0059  HISTORY     - 20040416 GOOD             USPSQD
 QL0059  HISTORY     - 20060918 GOOD             USPSQD
 QL0059
 QL0059                          STATION DESCRIPTION
 QL0059
 QL0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0059'3.4 MI SW FROM MANISTIQUE.
 QL0059'ABOUT 3.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 QL0059'COURTHOUSE AT MANISTIQUE, ABOUT 3.4 MILES NORTHEAST OF THE POST
 QL0059'OFFICE AT THOMPSON, 99 1/2 FEET WEST OF THE CENTER LINE OF THE
 QL0059'HIGHWAY, 272 FEET SOUTHWEST OF THE SOUTHWEST END OF THE NORTHWEST
 QL0059'CONCRETE HEADWALL FOR A BOX CULVERT, 80 FEET SOUTH OF THE CENTER
 QL0059'LINE OF A TRACK ROAD THRU A PARK, 20 1/2 FEET SOUTHWEST OF AN
 QL0059'18 INCH PIPE TREE, 1 FOOT WEST OF A METAL WITNESS POST, 3 FEET
 QL0059'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0059'COPPER COATED STEEL ROD FLUSH WITH THE LEVEL OF THE GROUND
 QL0059'AND ENCASED IN A 6 INCH METAL PIPE THAT PROJECTS 1 INCH ABOVE
 QL0059'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 QL0059'DEPTH OF 19 1/2 FEET.  SECTION 22, T41N, R16W.
 QL0059
 QL0059                          STATION RECOVERY (2002)
 QL0059
 QL0059'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0059'RECOVERED IN GOOD CONDITION.
 QL0059
 QL0059                          STATION RECOVERY (2004)
 QL0059
 QL0059'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0059'RECOVERED IN GOOD CONDITION.
 QL0059
 QL0059                          STATION RECOVERY (2006)
 QL0059
 QL0059'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0111 ***********************************************************************
 QL0111  DESIGNATION -  M 204
 QL0111  PID         -  QL0111
 QL0111  STATE/COUNTY-  MI/DELTA
 QL0111  USGS QUAD   -  ENSIGN (1985)
 QL0111
 QL0111                         *CURRENT SURVEY CONTROL
 QL0111  ___________________________________________________________________
 QL0111* NAD 83(1986)-  45 53 50.     (N)    086 47 05.     (W)     SCALED    
 QL0111* NAVD 88     -       186.562  (meters)     612.08   (feet)  ADJUSTED  
 QL0111  ___________________________________________________________________
 QL0111  GEOID HEIGHT-         -35.64  (meters)                     GEOID03
 QL0111  DYNAMIC HT  -         186.562 (meters)     612.08  (feet)  COMP
 QL0111  MODELED GRAV-     980,614.6   (mgal)                       NAVD 88
 QL0111
 QL0111  VERT ORDER  -  FIRST     CLASS 0
 QL0111
 QL0111.The horizontal coordinates were scaled from a topographic map and have
 QL0111.an estimated accuracy of +/- 6 seconds.
 QL0111
 QL0111.The orthometric height was determined by differential leveling
 QL0111.and adjusted by the National Geodetic Survey in June 1991..
 QL0111
 QL0111.The geoid height was determined by GEOID03.
 QL0111
 QL0111.The dynamic height is computed by dividing the NAVD 88
 QL0111.geopotential number by the normal gravity value computed on the
 QL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0111.degrees latitude (g = 980.6199 gals.).
 QL0111
 QL0111.The modeled gravity was interpolated from observed gravity values.
 QL0111
 QL0111;                    North         East    Units  Estimated Accuracy
 QL0111;SPC MI N     -   123,830.    8,016,710.      MT  (+/- 180 meters Scaled)
 QL0111
 QL0111                          SUPERSEDED SURVEY CONTROL
 QL0111
 QL0111  NGVD 29 (??/??/92)  186.56   (m)          612.1    (f) COMPUTED    1 0
 QL0111
 QL0111.Superseded values are not recommended for survey control.
 QL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0111.See file dsdata.txt to determine how the superseded data were derived.
 QL0111
 QL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER167826(NAD 83)
 QL0111_MARKER: DB = BENCH MARK DISK
 QL0111_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0111_SP_SET: 38 FT
 QL0111_STAMPING: M 204 1972
 QL0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0111+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2006
 QL0111
 QL0111  HISTORY     - Date     Condition        Report By
 QL0111  HISTORY     - 1972     MONUMENTED       NGS
 QL0111  HISTORY     - 20020311 GOOD             MIDT
 QL0111  HISTORY     - 20060918 GOOD             USPSQD
 QL0111
 QL0111                          STATION DESCRIPTION
 QL0111
 QL0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0111'9.8 MI E FROM RAPID RIVER.
 QL0111'ABOUT 9.8 MILES EAST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 QL0111'OF MAIN STREET AT RAPID RIVER, 94 YARDS SOUTHEAST OF THE
 QL0111'SOUTHEAST CORNER OF A CONCRETE HIGHWAY BRIDGE OVER OGONTZ RIVER,
 QL0111'107 FEET SOUTH OF THE CENTER LINE OF THE PRESENT U.S. HIGHWAY
 QL0111'2, 84 1/2 FEET SOUTHEAST OF POWER POLE 645-8 BRACED BY 2 GUY
 QL0111'WIRES WITH LINES CROSSING OVER THE HIGHWAY, 6 1/2 FEET NORTHWEST
 QL0111'OF A 15 INCH MAPLE TREE WITH BLAZE AND MARKED BY A FOREST
 QL0111'SERVICE TAG BEARING TREE, 1 FOOT SOUTHEAST OF A METAL WITNESS
 QL0111'POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE
 QL0111'TOP OF A COPPER COATED STEEL ROD THAT PROJECTS 1 INCH ABOVE THE
 QL0111'LEVEL OF THE GROUND AND ENCASED IN A 6 INCH METAL PIPE THAT
 QL0111'PROJECTS 2 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 QL0111'DRIVEN TO REFUSAL AT A DEPTH OF 38 FEET.  SECTION 4, T 40 N,
 QL0111'R 20 W.
 QL0111
 QL0111                          STATION RECOVERY (2002)
 QL0111
 QL0111'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 QL0111'RECOVERED IN GOOD CONDITION.
 QL0111
 QL0111                          STATION RECOVERY (2006)
 QL0111
 QL0111'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0185 ***********************************************************************
 QL0185  DESIGNATION -  M 205
 QL0185  PID         -  QL0185
 QL0185  STATE/COUNTY-  MI/DELTA
 QL0185  USGS QUAD   -  RAPID RIVER (1985)
 QL0185
 QL0185                         *CURRENT SURVEY CONTROL
 QL0185  ___________________________________________________________________
 QL0185* NAD 83(1986)-  45 53 42.     (N)    086 59 35.     (W)     SCALED    
 QL0185* NAVD 88     -       179.118  (meters)     587.66   (feet)  ADJUSTED  
 QL0185  ___________________________________________________________________
 QL0185  GEOID HEIGHT-         -35.51  (meters)                     GEOID03
 QL0185  DYNAMIC HT  -         179.120 (meters)     587.66  (feet)  COMP
 QL0185  MODELED GRAV-     980,622.9   (mgal)                       NAVD 88
 QL0185
 QL0185  VERT ORDER  -  FIRST     CLASS 0
 QL0185
 QL0185.The horizontal coordinates were scaled from a topographic map and have
 QL0185.an estimated accuracy of +/- 6 seconds.
 QL0185
 QL0185.The orthometric height was determined by differential leveling
 QL0185.and adjusted by the National Geodetic Survey in June 1991..
 QL0185
 QL0185.The geoid height was determined by GEOID03.
 QL0185
 QL0185.The dynamic height is computed by dividing the NAVD 88
 QL0185.geopotential number by the normal gravity value computed on the
 QL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0185.degrees latitude (g = 980.6199 gals.).
 QL0185
 QL0185.The modeled gravity was interpolated from observed gravity values.
 QL0185
 QL0185;                    North         East    Units  Estimated Accuracy
 QL0185;SPC MI N     -   123,560.    8,000,540.      MT  (+/- 180 meters Scaled)
 QL0185
 QL0185                          SUPERSEDED SURVEY CONTROL
 QL0185
 QL0185  NGVD 29 (??/??/92)  179.13   (m)          587.7    (f) COMPUTED    1 0
 QL0185
 QL0185.Superseded values are not recommended for survey control.
 QL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0185.See file dsdata.txt to determine how the superseded data were derived.
 QL0185
 QL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER005823(NAD 83)
 QL0185_MARKER: DB = BENCH MARK DISK
 QL0185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0185_SP_SET: BRIDGE SEAT
 QL0185_STAMPING: M 205 1972
 QL0185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0185
 QL0185  HISTORY     - Date     Condition        Report By
 QL0185  HISTORY     - 1972     MONUMENTED       NGS
 QL0185  HISTORY     - 19910804 GOOD             USPSQD
 QL0185  HISTORY     - 20020713 GOOD             USPSQD
 QL0185  HISTORY     - 20050912 GOOD             USPSQD
 QL0185
 QL0185                          STATION DESCRIPTION
 QL0185
 QL0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0185'3 MI SW FROM RAPID RIVER.
 QL0185'ABOUT 0.65 MILE WEST ALONG U.S. HIGHWAY 2 FROM THE INTERSECTION
 QL0185'OF MAIN STREET AT RAPID RIVER, THENCE 2.3 MILES SOUTHWEST ALONG
 QL0185'OLD U.S. HIGHWAY 2, AT A CONCRETE BRIDGE OVER DAYS RIVER, 26.6
 QL0185'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6.7 FEET
 QL0185'SOUTHEAST OF THE SOUTHEAST END OF A STEEL GUARD RAILING, SET ON
 QL0185'THE TOP OF THE SOUTHWEST CONCRETE BRIDGE SEAT AND 1 1/2 FEET
 QL0185'BELOW THE LEVEL OF THE HIGHWAY.  SECTION 6, T 40 N, R 21 W.
 QL0185
 QL0185                          STATION RECOVERY (1991)
 QL0185
 QL0185'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0185'RECOVERED IN GOOD CONDITION.
 QL0185
 QL0185                          STATION RECOVERY (2002)
 QL0185
 QL0185'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEA)
 QL0185'RECOVERED IN GOOD CONDITION.
 QL0185
 QL0185                          STATION RECOVERY (2005)
 QL0185
 QL0185'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0502 ***********************************************************************
 RJ0502  DESIGNATION -  M 206
 RJ0502  PID         -  RJ0502
 RJ0502  STATE/COUNTY-  MI/MACKINAC
 RJ0502  USGS QUAD   -  GOULD CITY (1973)
 RJ0502
 RJ0502                         *CURRENT SURVEY CONTROL
 RJ0502  ___________________________________________________________________
 RJ0502* NAD 83(1986)-  46 06 03.     (N)    085 40 59.     (W)     SCALED    
 RJ0502* NAVD 88     -       222.913  (meters)     731.34   (feet)  ADJUSTED  
 RJ0502  ___________________________________________________________________
 RJ0502  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0502  DYNAMIC HT  -         222.925 (meters)     731.38  (feet)  COMP
 RJ0502  MODELED GRAV-     980,661.5   (mgal)                       NAVD 88
 RJ0502
 RJ0502  VERT ORDER  -  FIRST     CLASS 0
 RJ0502
 RJ0502.The horizontal coordinates were scaled from a topographic map and have
 RJ0502.an estimated accuracy of +/- 6 seconds.
 RJ0502
 RJ0502.The orthometric height was determined by differential leveling
 RJ0502.and adjusted by the National Geodetic Survey in June 1991..
 RJ0502
 RJ0502.The geoid height was determined by GEOID03.
 RJ0502
 RJ0502.The dynamic height is computed by dividing the NAVD 88
 RJ0502.geopotential number by the normal gravity value computed on the
 RJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0502.degrees latitude (g = 980.6199 gals.).
 RJ0502
 RJ0502.The modeled gravity was interpolated from observed gravity values.
 RJ0502
 RJ0502;                    North         East    Units  Estimated Accuracy
 RJ0502;SPC MI N     -   147,280.    8,101,820.      MT  (+/- 180 meters Scaled)
 RJ0502
 RJ0502                          SUPERSEDED SURVEY CONTROL
 RJ0502
 RJ0502  NGVD 29 (??/??/92)  222.951  (m)          731.47   (f) ADJ UNCH    1 0
 RJ0502
 RJ0502.Superseded values are not recommended for survey control.
 RJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0502.See file dsdata.txt to determine how the superseded data were derived.
 RJ0502
 RJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS017060(NAD 83)
 RJ0502_MARKER: DB = BENCH MARK DISK
 RJ0502_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RJ0502_SP_SET: BRIDGE ABUTMENT
 RJ0502_STAMPING: M 206 1972
 RJ0502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RJ0502+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2002
 RJ0502
 RJ0502  HISTORY     - Date     Condition        Report By
 RJ0502  HISTORY     - 1972     MONUMENTED       NGS
 RJ0502  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 RJ0502  HISTORY     - 19950816 GOOD             USPSQD
 RJ0502  HISTORY     - 20021030 GOOD             MIDT
 RJ0502  HISTORY     - 20021111 MARK NOT FOUND   USPSQD
 RJ0502
 RJ0502                          STATION DESCRIPTION
 RJ0502
 RJ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0502'0.9 MI E FROM GOULD CITY.
 RJ0502'ABOUT 0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST
 RJ0502'OFFICE AT GOULD CITY, THENCE ABOUT 0.55 MILE EAST ALONG U.S.
 RJ0502'HIGHWAY 2, 0.65 MILE WEST OF THE WEST END OF THE HIGHWAY OVERPASS
 RJ0502'OVER THE SOO LINE RAILROAD, 33 FEET SOUTH OF THE CENTER LINE
 RJ0502'OF THE HIGHWAY, SET ON TOP OF THE SOUTH END OF THE EAST
 RJ0502'ABUTMENT FOR A 10-FOOT CONCRETE BRIDGE OVER A SMALL STREAM AND
 RJ0502'ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 RJ0502
 RJ0502                          STATION RECOVERY (1994)
 RJ0502
 RJ0502'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0502'MARK NOT FOUND.
 RJ0502
 RJ0502                          STATION RECOVERY (1995)
 RJ0502
 RJ0502'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0502'RECOVERED IN GOOD CONDITION.
 RJ0502
 RJ0502                          STATION RECOVERY (2002)
 RJ0502
 RJ0502'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0502'POINT LIKELY DESTROYED IN PRIOR ROAD WORK WHEN CULVERT AND HEAD WALL
 RJ0502'WERE REMOVED ACCORDING TO MDOT CONSTRUCTION PLANS
 RJ0502
 RJ0502                          STATION RECOVERY (2002)
 RJ0502
 RJ0502'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0502'HIGHWAY HAS BEEN RECONSTRUCTED AT THIS SITE AND BRIDGE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0709 ***********************************************************************
 RJ0709  DESIGNATION -  M 206 RESET 1981
 RJ0709  PID         -  RJ0709
 RJ0709  STATE/COUNTY-  MI/MACKINAC
 RJ0709  USGS QUAD   -  GOULD CITY (1973)
 RJ0709
 RJ0709                         *CURRENT SURVEY CONTROL
 RJ0709  ___________________________________________________________________
 RJ0709* NAD 83(1986)-  46 06 03.     (N)    085 40 59.     (W)     SCALED    
 RJ0709* NAVD 88     -       223.49   (meters)     733.2    (feet)  RESET     
 RJ0709  ___________________________________________________________________
 RJ0709  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0709
 RJ0709  VERT ORDER  -  THIRD
 RJ0709
 RJ0709.The horizontal coordinates were scaled from a topographic map and have
 RJ0709.an estimated accuracy of +/- 6 seconds.
 RJ0709
 RJ0709.The orthometric height was computed from unverified reset data.
 RJ0709.No vertical observational check was made to the station.
 RJ0709
 RJ0709.The geoid height was determined by GEOID03.
 RJ0709
 RJ0709;                    North         East    Units  Estimated Accuracy
 RJ0709;SPC MI N     -   147,280.    8,101,820.      MT  (+/- 180 meters Scaled)
 RJ0709
 RJ0709                          SUPERSEDED SURVEY CONTROL
 RJ0709
 RJ0709.No superseded survey control is available for this station.
 RJ0709
 RJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS017060(NAD 83)
 RJ0709_MARKER: DB = BENCH MARK DISK
 RJ0709_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0709_SP_SET: WINGWALL
 RJ0709_STAMPING: M 206 RESET 1981
 RJ0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0709+STABILITY: SURFACE MOTION
 RJ0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0709+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 RJ0709
 RJ0709  HISTORY     - Date     Condition        Report By
 RJ0709  HISTORY     - 1981     MONUMENTED       MIDH
 RJ0709  HISTORY     - 20021030 GOOD             MIDT
 RJ0709  HISTORY     - 20021111 GOOD             USPSQD
 RJ0709  HISTORY     - 20040416 GOOD             USPSQD
 RJ0709  HISTORY     - 20060915 GOOD             USPSQD
 RJ0709
 RJ0709                          STATION DESCRIPTION
 RJ0709
 RJ0709'DESCRIBED BY MI DEPT OF HIGHWAYS 1981
 RJ0709'0.90 MI NE FROM GOULD CITY.
 RJ0709'0.35 MILE NORTH ALONG COUNTY ROAD 1130 FROM THE POST OFFICE IN GOULD
 RJ0709'CITY, THENCE ABOUT 0.55 MILE EAST ALONG U.S. HIGHWAY 2, 0.65 MILE
 RJ0709'WEST OF THE WEST END OF THE HIGHWAY OVERPASS OVER THE SOO LINE
 RJ0709'RAILROAD, 43 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP
 RJ0709'OF THE SOUTHEAST WING WALL OF A 10-FOOT BOX CULVERT FOR A SMALL
 RJ0709'STREAM.
 RJ0709'THE MARK IS 2 FT BELOW HIGHWAY.
 RJ0709
 RJ0709                          STATION RECOVERY (2002)
 RJ0709
 RJ0709'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (JVL)
 RJ0709'RECOVERED AS DESCRIBED
 RJ0709
 RJ0709                          STATION RECOVERY (2002)
 RJ0709
 RJ0709'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 RJ0709'RECOVERED IN GOOD CONDITION.
 RJ0709
 RJ0709                          STATION RECOVERY (2004)
 RJ0709
 RJ0709'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 RJ0709'RECOVERED IN GOOD CONDITION.
 RJ0709
 RJ0709                          STATION RECOVERY (2006)
 RJ0709
 RJ0709'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0241 ***********************************************************************
 QL0241  DESIGNATION -  M 207
 QL0241  PID         -  QL0241
 QL0241  STATE/COUNTY-  MI/MENOMINEE
 QL0241  USGS QUAD   -  SEAGULL POINT (1989)
 QL0241
 QL0241                         *CURRENT SURVEY CONTROL
 QL0241  ___________________________________________________________________
 QL0241* NAD 83(1986)-  45 30 57.     (N)    087 17 16.     (W)     SCALED    
 QL0241* NAVD 88     -       181.630  (meters)     595.90   (feet)  ADJUSTED  
 QL0241  ___________________________________________________________________
 QL0241  GEOID HEIGHT-         -36.42  (meters)                     GEOID03
 QL0241  DYNAMIC HT  -         181.622 (meters)     595.87  (feet)  COMP
 QL0241  MODELED GRAV-     980,570.6   (mgal)                       NAVD 88
 QL0241
 QL0241  VERT ORDER  -  FIRST     CLASS 0
 QL0241
 QL0241.The horizontal coordinates were scaled from a topographic map and have
 QL0241.an estimated accuracy of +/- 6 seconds.
 QL0241
 QL0241.The orthometric height was determined by differential leveling
 QL0241.and adjusted by the National Geodetic Survey in June 1991..
 QL0241
 QL0241.The geoid height was determined by GEOID03.
 QL0241
 QL0241.The dynamic height is computed by dividing the NAVD 88
 QL0241.geopotential number by the normal gravity value computed on the
 QL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0241.degrees latitude (g = 980.6199 gals.).
 QL0241
 QL0241.The modeled gravity was interpolated from observed gravity values.
 QL0241
 QL0241;                    North         East    Units  Estimated Accuracy
 QL0241;SPC MI N     -    81,460.    7,977,510.      MT  (+/- 180 meters Scaled)
 QL0241
 QL0241                          SUPERSEDED SURVEY CONTROL
 QL0241
 QL0241.No superseded survey control is available for this station.
 QL0241
 QL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR775402(NAD 83)
 QL0241_MARKER: DV = VERTICAL CONTROL DISK
 QL0241_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 QL0241_SP_SET: 8 FT
 QL0241_STAMPING: M 207 1972
 QL0241_MARK LOGO: NGS   
 QL0241_PROJECTION: FLUSH
 QL0241_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0241+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1998
 QL0241
 QL0241  HISTORY     - Date     Condition        Report By
 QL0241  HISTORY     - 1972     MONUMENTED       NGS
 QL0241  HISTORY     - 1990     GOOD             USPSQD
 QL0241  HISTORY     - 19910425 GOOD             USPSQD
 QL0241  HISTORY     - 19961029 GOOD             USPSQD
 QL0241  HISTORY     - 19980223 GOOD             MIDT
 QL0241  HISTORY     - 20030413 GOOD             USPSQD
 QL0241  HISTORY     - 20060406 GOOD             USPSQD
 QL0241
 QL0241                          STATION DESCRIPTION
 QL0241
 QL0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0241'8.4 MI NE FROM CEDAR RIVER.
 QL0241'ABOUT 8.35 MILES NORTHEAST ALONG STATE HIGHWAY M 35 FROM THE
 QL0241'POST OFFICE AT CEDAR RIVER, 228 FEET NORTHEAST OF THE CENTER
 QL0241'OF THE JUNCTION OF A NARROW GRAVEL ROAD LEADING EAST FROM THE
 QL0241'HIGHWAY, 51 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 210
 QL0241'FEET NORTH OF THE NORTH END OF A 14 INCH PIPE CULVERT UNDER A
 QL0241'PRIVATE ROAD, 1.5 FEET NORTH OF A METAL WITNESS POST, 2 FEET
 QL0241'BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A
 QL0241'COPPER COATED STEEL ROD THAT IS ENCASED IN A 6 INCH METAL PIPE
 QL0241'THAT PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD
 QL0241'WAS DRIVEN TO A DEPTH OF 8 FEET.  SECTION 17, T 36 N, R 24 W.
 QL0241
 QL0241                          STATION RECOVERY (1990)
 QL0241
 QL0241'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0241'RECOVERED IN GOOD CONDITION.
 QL0241
 QL0241                          STATION RECOVERY (1991)
 QL0241
 QL0241'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 QL0241'RECOVERED IN GOOD CONDITION.
 QL0241
 QL0241                          STATION RECOVERY (1996)
 QL0241
 QL0241'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0241'RECOVERED IN GOOD CONDITION.
 QL0241
 QL0241                          STATION RECOVERY (1998)
 QL0241
 QL0241'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 QL0241'RECOVERED AS DESCRIBED.
 QL0241
 QL0241                          STATION RECOVERY (2003)
 QL0241
 QL0241'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0241'RECOVERED IN GOOD CONDITION.
 QL0241
 QL0241                          STATION RECOVERY (2006)
 QL0241
 QL0241'RECOVERY NOTE BY US POWER SQUADRON 2006 (AEA)
 QL0241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0335 ***********************************************************************
 QL0335  DESIGNATION -  M 208
 QL0335  PID         -  QL0335
 QL0335  STATE/COUNTY-  MI/MENOMINEE
 QL0335  USGS QUAD   -  BIRCH CREEK (1976)
 QL0335
 QL0335                         *CURRENT SURVEY CONTROL
 QL0335  ___________________________________________________________________
 QL0335* NAD 83(1986)-  45 08 24.     (N)    087 36 14.     (W)     SCALED    
 QL0335* NAVD 88     -       179.196  (meters)     587.91   (feet)  ADJUSTED  
 QL0335  ___________________________________________________________________
 QL0335  GEOID HEIGHT-         -36.98  (meters)                     GEOID03
 QL0335  DYNAMIC HT  -         179.179 (meters)     587.86  (feet)  COMP
 QL0335  MODELED GRAV-     980,516.7   (mgal)                       NAVD 88
 QL0335
 QL0335  VERT ORDER  -  FIRST     CLASS 0
 QL0335
 QL0335.The horizontal coordinates were scaled from a topographic map and have
 QL0335.an estimated accuracy of +/- 6 seconds.
 QL0335
 QL0335.The orthometric height was determined by differential leveling
 QL0335.and adjusted by the National Geodetic Survey in June 1991..
 QL0335
 QL0335.The geoid height was determined by GEOID03.
 QL0335
 QL0335.The dynamic height is computed by dividing the NAVD 88
 QL0335.geopotential number by the normal gravity value computed on the
 QL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0335.degrees latitude (g = 980.6199 gals.).
 QL0335
 QL0335.The modeled gravity was interpolated from observed gravity values.
 QL0335
 QL0335;                    North         East    Units  Estimated Accuracy
 QL0335;SPC MI N     -    39,820.    7,952,500.      MT  (+/- 180 meters Scaled)
 QL0335
 QL0335                          SUPERSEDED SURVEY CONTROL
 QL0335
 QL0335  NGVD 29 (??/??/92)  179.23   (m)          588.0    (f) COMPUTED    1 0
 QL0335
 QL0335.Superseded values are not recommended for survey control.
 QL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0335.See file dsdata.txt to determine how the superseded data were derived.
 QL0335
 QL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ525986(NAD 83)
 QL0335_MARKER: DV = VERTICAL CONTROL DISK
 QL0335_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 QL0335+WITH SETTING: PAVEMENT
 QL0335_SP_SET: SEWER LIFT FOUNDATION
 QL0335_STAMPING: M 208 1972
 QL0335_MARK LOGO: NGS   
 QL0335_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0335+STABILITY: SURFACE MOTION
 QL0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0335+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1994
 QL0335
 QL0335  HISTORY     - Date     Condition        Report By
 QL0335  HISTORY     - 1972     MONUMENTED       NGS
 QL0335  HISTORY     - 1990     GOOD             USPSQD
 QL0335  HISTORY     - 19910406 GOOD             USPSQD
 QL0335  HISTORY     - 19940426 GOOD             MIDT
 QL0335  HISTORY     - 20011017 GOOD             USPSQD
 QL0335  HISTORY     - 20031026 GOOD             USPSQD
 QL0335  HISTORY     - 20050326 GOOD             USPSQD
 QL0335  HISTORY     - 20060427 GOOD             USPSQD
 QL0335
 QL0335                          STATION DESCRIPTION
 QL0335
 QL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0335'AT MENOMINEE.
 QL0335'AT MENOMINEE, ABOUT 0.6 MILE NORTHEAST ALONG STATE HIGHWAY M 35
 QL0335'FROM THE JUNCTION OF U.S. HIGHWAY 41, AT THE SOUTHEAST CORNER
 QL0335'OF THE JUNCTION OF THE HIGHWAY AND 44 TH AVENUE, AT THE JUNCTION
 QL0335'OF 4 TH STREET LEADING SOUTH, SET IN THE TOP OF THE SOUTHWEST
 QL0335'CORNER OF THE 6-BY-6-FOOT SQUARE CONCRETE SEWER LIFT STATION,
 QL0335'40 FEET SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 33 FEET
 QL0335'SOUTHEAST OF THE SOUTHEAST CURB OF THE HIGHWAY, 23 FEET SOUTH
 QL0335'OF THE SOUTH CURB OF 44 TH AVENUE, 2 FEET BELOW THE LEVEL OF THE
 QL0335'HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE GROUND.  SECTION 26,
 QL0335'T 32 N, R 27 W.
 QL0335
 QL0335                          STATION RECOVERY (1990)
 QL0335
 QL0335'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAA)
 QL0335'RECOVERED IN GOOD CONDITION.
 QL0335
 QL0335                          STATION RECOVERY (1991)
 QL0335
 QL0335'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0335'RECOVERED IN GOOD CONDITION.
 QL0335
 QL0335                          STATION RECOVERY (1994)
 QL0335
 QL0335'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
 QL0335'RECOVERED AS DESCRIBED.
 QL0335
 QL0335                          STATION RECOVERY (2001)
 QL0335
 QL0335'RECOVERY NOTE BY US POWER SQUADRON 2001 (MB)
 QL0335'RECOVERED IN GOOD CONDITION.
 QL0335
 QL0335                          STATION RECOVERY (2003)
 QL0335
 QL0335'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QL0335'RECOVERED IN GOOD CONDITION.
 QL0335
 QL0335                          STATION RECOVERY (2005)
 QL0335
 QL0335'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 QL0335'RECOVERED IN GOOD CONDITION.
 QL0335
 QL0335                          STATION RECOVERY (2006)
 QL0335
 QL0335'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0484 ***********************************************************************
 NE0484  DESIGNATION -  M 21
 NE0484  PID         -  NE0484
 NE0484  STATE/COUNTY-  MI/WAYNE
 NE0484  USGS QUAD   -  DEARBORN (1983)
 NE0484
 NE0484                         *CURRENT SURVEY CONTROL
 NE0484  ___________________________________________________________________
 NE0484* NAD 83(1986)-  42 18 15.     (N)    083 14 48.     (W)     SCALED    
 NE0484* NAVD 88     -       186.833  (meters)     612.97   (feet)  ADJUSTED  
 NE0484  ___________________________________________________________________
 NE0484  GEOID HEIGHT-         -34.35  (meters)                     GEOID03
 NE0484  DYNAMIC HT  -         186.778 (meters)     612.79  (feet)  COMP
 NE0484  MODELED GRAV-     980,319.7   (mgal)                       NAVD 88
 NE0484
 NE0484  VERT ORDER  -  FIRST     CLASS II
 NE0484
 NE0484.The horizontal coordinates were scaled from a topographic map and have
 NE0484.an estimated accuracy of +/- 6 seconds.
 NE0484
 NE0484.The orthometric height was determined by differential leveling
 NE0484.and adjusted by the National Geodetic Survey in June 1991..
 NE0484
 NE0484.The geoid height was determined by GEOID03.
 NE0484
 NE0484.The dynamic height is computed by dividing the NAVD 88
 NE0484.geopotential number by the normal gravity value computed on the
 NE0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0484.degrees latitude (g = 980.6199 gals.).
 NE0484
 NE0484.The modeled gravity was interpolated from observed gravity values.
 NE0484
 NE0484;                    North         East    Units  Estimated Accuracy
 NE0484;SPC MI S     -    89,940.    4,092,340.      MT  (+/- 180 meters Scaled)
 NE0484
 NE0484                          SUPERSEDED SURVEY CONTROL
 NE0484
 NE0484.No superseded survey control is available for this station.
 NE0484
 NE0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG148859(NAD 83)
 NE0484_MARKER: DD = SURVEY DISK
 NE0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0484+STABILITY: SURFACE MOTION
 NE0484
 NE0484  HISTORY     - Date     Condition        Report By
 NE0484  HISTORY     - UNK      MONUMENTED       CGS
 NE0484  HISTORY     - 1932     GOOD             USLS
 NE0484  HISTORY     - 1985     GOOD             LOCSUR
 NE0484
 NE0484                          STATION DESCRIPTION
 NE0484
 NE0484'DESCRIBED BY US LAKE SURVEY 1932
 NE0484'AT DEARBORN.
 NE0484'M 21 AT DEARBORN, WAYNE COUNTY, IN A PARK ABOUT 20 YARDS WEST
 NE0484'OF THE MICHIGAN CENTRAL RAILROAD STATION.  A STANDARD DISK, SET
 NE0484'IN THE TOP OF A CONCRETE POST.
 NE0484
 NE0484                          STATION RECOVERY (1985)
 NE0484
 NE0484'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1985
 NE0484'RECOVERED/NOT RECOVERED AS DESCRIBED/INDICATED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0857 ***********************************************************************
 NE0857  TIDAL BM    -  This is a Tidal Bench Mark.
 NE0857  DESIGNATION -  M 234
 NE0857  PID         -  NE0857
 NE0857  STATE/COUNTY-  MI/WAYNE
 NE0857  USGS QUAD   -  ROCKWOOD (1981)
 NE0857
 NE0857                         *CURRENT SURVEY CONTROL
 NE0857  ___________________________________________________________________
 NE0857* NAD 83(1986)-  42 05 28.     (N)    083 11 10.     (W)     SCALED    
 NE0857* NAVD 88     -       176.689  (meters)     579.69   (feet)  ADJUSTED  
 NE0857  ___________________________________________________________________
 NE0857  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE0857  DYNAMIC HT  -         176.630 (meters)     579.49  (feet)  COMP
 NE0857  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 NE0857
 NE0857  VERT ORDER  -  FIRST     CLASS II
 NE0857
 NE0857.The horizontal coordinates were scaled from a topographic map and have
 NE0857.an estimated accuracy of +/- 6 seconds.
 NE0857
 NE0857.The orthometric height was determined by differential leveling
 NE0857.and adjusted by the National Geodetic Survey in June 1991..
 NE0857
 NE0857.This Tidal Bench Mark is designated as VM 12932
 NE0857.by the Center for Operational Oceanographic Products and Services.
 NE0857
 NE0857.The geoid height was determined by GEOID03.
 NE0857
 NE0857.The dynamic height is computed by dividing the NAVD 88
 NE0857.geopotential number by the normal gravity value computed on the
 NE0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0857.degrees latitude (g = 980.6199 gals.).
 NE0857
 NE0857.The modeled gravity was interpolated from observed gravity values.
 NE0857
 NE0857;                    North         East    Units  Estimated Accuracy
 NE0857;SPC MI S     -    66,350.    4,097,670.      MT  (+/- 180 meters Scaled)
 NE0857
 NE0857                          SUPERSEDED SURVEY CONTROL
 NE0857
 NE0857  NGVD 29 (??/??/??)  176.859  (m)          580.24   (f) ADJUSTED    1 2
 NE0857
 NE0857.Superseded values are not recommended for survey control.
 NE0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0857.See file dsdata.txt to determine how the superseded data were derived.
 NE0857
 NE0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG192622(NAD 83)
 NE0857_MARKER: I = METAL ROD
 NE0857_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NE0857_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NE0857_STAMPING: M 234 1980
 NE0857_MARK LOGO: NGS   
 NE0857_PROJECTION: RECESSED 8 CENTIMETERS
 NE0857_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NE0857+STABILITY: POSITION/ELEVATION WELL
 NE0857_ROD/PIPE-DEPTH: 8.3  meters
 NE0857_SLEEVE-DEPTH  : 6.1 meters
 NE0857
 NE0857  HISTORY     - Date     Condition        Report By
 NE0857  HISTORY     - 1980     MONUMENTED       NGS
 NE0857  HISTORY     - 19941114 GOOD             NOS
 NE0857  HISTORY     - 19951109 GOOD             NOS
 NE0857
 NE0857                          STATION DESCRIPTION
 NE0857
 NE0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0857'IN GIBRALTAR.
 NE0857'IN GIBRALTAR, AT THE JUNCTION OF GRANDVIEW AND LOWELL STREETS,
 NE0857'12.5 METERS (41.0 FEET) EAST-NORTHEAST OF THE NORTHEAST CORNER
 NE0857'OF THE MOST NORTHELY ADDITION ON A 2-STORY HOUSE, 24.7 METERS
 NE0857'(81.0 FEET) WEST OF THE SOUTHWEST CORNER OF A SMALL WHITE TIDE
 NE0857'HOUSE FOR NOAA, 17.4 METERS (57.0 FEET) SOUTHWEST OF THE SOUTHWEST
 NE0857'CORNER OF A SMALL WHITE SHED FOR THE DEPARTMENT OF THE INTERIOR,
 NE0857'2.1 METERS (6.9 FEET) EAST OF A POWER POLE WITH TWO GUT WIRES AND
 NE0857'THE MARK IS 0.5 M ABOVE STREET.
 NE0857
 NE0857                          STATION RECOVERY (1994)
 NE0857
 NE0857'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 NE0857'IN GIBRALTAR, WAYNE COUNTY, MICHIGAN, AT THE JUNCTION OF GRANDVIEW AND
 NE0857'LOWELL STREETS, 12.5 METERS (41.0 FT) EAST-NORTHEAST OF THE NORTHEAST
 NE0857'CORNER OF THE MOST NORTHELY ADDITION ON A 2-STORY HOUSE, 24.7 METERS
 NE0857'(81.0 FT) WEST OF THE SOUTHWEST CORNER OF THE NOAA GAGE HOUSE, 2.1
 NE0857'METERS (6.9 FT) EAST OF A POWER POLE WITH TWO GUY WIRES AND LIGHT POLE
 NE0857'NO.  6977 WITH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0857
 NE0857                          STATION RECOVERY (1995)
 NE0857
 NE0857'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 NE0857'BM M 234 IS IN GIBRALTAR, WAYNE COUNTY, MICHIGAN, AT THE JUNCTION OF
 NE0857'GRANDVIEW AND LOWELL STREETS, 12.5 METERS (41.0 FT) EAST-NORTHEAST OF
 NE0857'THE NORTHEAST CORNER OF THE MOST NORTHELY ADDITION ON A 2-STORY HOUSE,
 NE0857'24.7 METERS (81.0 FT) WEST OF THE SOUTHWEST CORNER OF THE NOAA GAGE
 NE0857'HOUSE, 2.1 METERS (6.9 FT) EAST OF A POWER POLE WITH TWO GUY WIRES AND
 NE0857'LIGHT POLE NO.  6977 WITH ALUMINUM ACCESS COVER FLUSH WITH THE GROUND.
 NE0857'AND NOAA WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0902 ***********************************************************************
 NE0902  DESIGNATION -  M 235
 NE0902  PID         -  NE0902
 NE0902  STATE/COUNTY-  MI/MACOMB
 NE0902  USGS QUAD   -  MT CLEMENS WEST (1980)
 NE0902
 NE0902                         *CURRENT SURVEY CONTROL
 NE0902  ___________________________________________________________________
 NE0902* NAD 83(1994)-  42 30 15.87328(N)    082 53 00.37553(W)     ADJUSTED  
 NE0902* NAVD 88     -       176.667  (meters)     579.62   (feet)  ADJUSTED  
 NE0902  ___________________________________________________________________
 NE0902  X           -     583,443.416 (meters)                     COMP
 NE0902  Y           -  -4,673,149.604 (meters)                     COMP
 NE0902  Z           -   4,287,171.806 (meters)                     COMP
 NE0902  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 NE0902  ELLIP HEIGHT-         142.05  (meters)          (07/12/02) GPS OBS
 NE0902  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 NE0902  DYNAMIC HT  -         176.617 (meters)     579.45  (feet)  COMP
 NE0902  MODELED GRAV-     980,334.5   (mgal)                       NAVD 88
 NE0902
 NE0902  HORZ ORDER  -  FIRST
 NE0902  VERT ORDER  -  FIRST     CLASS II
 NE0902  ELLP ORDER  -  FOURTH    CLASS I
 NE0902
 NE0902.The horizontal coordinates were established by GPS observations
 NE0902.and adjusted by the National Geodetic Survey in February 1997..
 NE0902
 NE0902.The orthometric height was determined by differential leveling
 NE0902.and adjusted by the National Geodetic Survey in June 1991..
 NE0902
 NE0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE0902
 NE0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE0902
 NE0902.The ellipsoidal height was determined by GPS observations
 NE0902.and is referenced to NAD 83.
 NE0902
 NE0902.The geoid height was determined by GEOID03.
 NE0902
 NE0902.The dynamic height is computed by dividing the NAVD 88
 NE0902.geopotential number by the normal gravity value computed on the
 NE0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0902.degrees latitude (g = 980.6199 gals.).
 NE0902
 NE0902.The modeled gravity was interpolated from observed gravity values.
 NE0902
 NE0902;                    North         East     Units Scale Factor Converg.
 NE0902;SPC MI S     -   112,640.979 4,121,896.410   MT  0.99992882   +1 00 33.8
 NE0902;SPC MI S     -   369,557.02 13,523,282.19   iFT  0.99992882   +1 00 33.8
 NE0902;UTM  17      - 4,707,501.459   345,253.611   MT  0.99989463   -1 16 22.0
 NE0902
 NE0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE0902!SPC MI S     -   0.99997772  x   0.99992882  =   0.99990654
 NE0902!UTM  17      -   0.99997772  x   0.99989463  =   0.99987235
 NE0902
 NE0902                          SUPERSEDED SURVEY CONTROL
 NE0902
 NE0902  ELLIP H (02/03/97)  142.09   (m)                       GP(       ) 4 1
 NE0902  NAD 83(1986)-  42 30 15.87704(N)    082 53 00.40828(W) AD(       ) 1
 NE0902  NAVD 88 (08/09/96)  176.67   (m)          579.6    (f) LEVELING    3  
 NE0902  NGVD 29 (??/??/??)  176.805  (m)          580.07   (f) ADJUSTED    1 2
 NE0902
 NE0902.Superseded values are not recommended for survey control.
 NE0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0902.See file dsdata.txt to determine how the superseded data were derived.
 NE0902
 NE0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4525407501(NAD 83)
 NE0902_MARKER: I = METAL ROD
 NE0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0902_SP_SET: STAINLESS STEEL ROD
 NE0902_STAMPING: M 235 1980
 NE0902_MARK LOGO: NGS   
 NE0902_PROJECTION: RECESSED 8 CENTIMETERS
 NE0902_MAGNETIC: I = MARKER IS A STEEL ROD
 NE0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0902+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2005
 NE0902_ROD/PIPE-DEPTH: 6.1  meters
 NE0902
 NE0902  HISTORY     - Date     Condition        Report By
 NE0902  HISTORY     - 1980     MONUMENTED       NGS
 NE0902  HISTORY     - 19930716 GOOD             MIDT
 NE0902  HISTORY     - 19931115 GOOD             USDA
 NE0902  HISTORY     - 19940417 GOOD             USPSQD
 NE0902  HISTORY     - 19941115 GOOD             LOCENG
 NE0902  HISTORY     - 20020325 GOOD             INDIV
 NE0902  HISTORY     - 20051122 GOOD             WOOLPT
 NE0902
 NE0902                          STATION DESCRIPTION
 NE0902
 NE0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0902'IN ST CLAIR SHORES.
 NE0902'IN SAINT CLAIR SHORES, 0.08 KILOMETER (0.05 MILE) WEST OF THE
 NE0902'JUNCTION OF JEFFERSON AVENUE AND LANSE STREET, AT THE SAINT GERTRUDE
 NE0902'SCHOOL NEAR THE FLAG POLE, 13.5 METERS (44.3 FEET) SOUTH OF THE
 NE0902'CENTER OF LANSE STREET, 9.26 METERS (30.4 FEET) NORTHWEST OF THE
 NE0902'NORTHWEST CORNER OF THE SCHOOL, 5.3 METERS (17.4 FEET) EAST OF THE
 NE0902'EAST EDGE OF THE SIDEWALK, 0.7 METER (2.3 FEET) WEST OF THE WEST
 NE0902'FECE OF THE METAL BASE OF THE FLAG POLE.
 NE0902'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0902
 NE0902                          STATION RECOVERY (1993)
 NE0902
 NE0902'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1993 (CFS)
 NE0902'STATION IS LOCATED IN QUAD 420824 ON THE MOUNT CLEMENS WEST QUADRANGLE
 NE0902'MAP.  IT IS IN PRIVATE CLAIM 625, T-1-N, R-13-E, IN THE CITY OF SAINT
 NE0902'CLAIR SHORES.  IT IS ABOUT 7.5 MI (12.1 KM) EAST OF CITY OF WARREN,
 NE0902'ABOUT 6.0 MI (9.7 KM) SOUTH OF MOUNT CLEMENS, ABOUT 4.7 MI (7.6 KM)
 NE0902'NORTH OF CITY OF GROSSE POINTE SHORES AND ABOUT 22 MI (35.4 KM)
 NE0902'SOUTHEAST OF PONTIAC.  TO REACH THE STATION FROM INTERSTATE HIGHWAY 75
 NE0902'AT TWELVE MILE ROAD, GO EAST 2.0 MI (3.2 KM) ALONG TWELVE MILE ROAD TO
 NE0902'JEFFERSON AVENUE.  TURN RIGHT AND GO SOUTHWEST 0.5 MI (0.8 KM) ALONG
 NE0902'JEFFERSON AVENUE TO LANSE STREET.  TURN RIGHT AND GO WEST 0.05 MI
 NE0902'(0.08 KM) ALONG LANSE STREET TO SAINT GERTRUDE SCHOOL AND STATION ON
 NE0902'THE LEFT AS DESCRIBED.  STATION IS NEAR FLAGPOLE.  IT IS 44.3 FT (13.5
 NE0902'M) SOUTH FROM THE CENTER OF LANSE STREET, 30.4 FT (9.3 M) NORTHWEST
 NE0902'FROM THE NORTHEAST CORNER OF SCHOOL, 16.9 FT (5.2 M) EAST FROM THE
 NE0902'EAST EDGE OF SIDEWALK, 2.3 FT (0.7 M) WEST FROM THE WEST FACE OF THE
 NE0902'FLAGPOLE.  THERE IS NO WITNESS SIGN POST.
 NE0902
 NE0902                          STATION RECOVERY (1993)
 NE0902
 NE0902'RECOVERY NOTE BY US DEPARTMENT OF AGRICULTURE 1993 (CWB)
 NE0902'RECOVERED AS DESCRIBED.
 NE0902
 NE0902                          STATION RECOVERY (1994)
 NE0902
 NE0902'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0902'RECOVERED IN GOOD CONDITION.
 NE0902
 NE0902                          STATION RECOVERY (1994)
 NE0902
 NE0902'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (CWB)
 NE0902'RECOVERED AS DESCRIBED.
 NE0902
 NE0902                          STATION RECOVERY (2002)
 NE0902
 NE0902'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (CAA)
 NE0902'RECOVERED IN GOOD CONDITION.
 NE0902
 NE0902                          STATION RECOVERY (2005)
 NE0902
 NE0902'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (JWK)
 NE0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0924 ***********************************************************************
 NE0924  DESIGNATION -  M 236
 NE0924  PID         -  NE0924
 NE0924  STATE/COUNTY-  MI/ST CLAIR
 NE0924  USGS QUAD   -  MARINE CITY (1968)
 NE0924
 NE0924                         *CURRENT SURVEY CONTROL
 NE0924  ___________________________________________________________________
 NE0924* NAD 83(1986)-  42 37 56.     (N)    082 36 57.     (W)     SCALED    
 NE0924* NAVD 88     -       176.182  (meters)     578.02   (feet)  ADJUSTED  
 NE0924  ___________________________________________________________________
 NE0924  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0924  DYNAMIC HT  -         176.132 (meters)     577.86  (feet)  COMP
 NE0924  MODELED GRAV-     980,338.5   (mgal)                       NAVD 88
 NE0924
 NE0924  VERT ORDER  -  FIRST     CLASS II
 NE0924
 NE0924.The horizontal coordinates were scaled from a topographic map and have
 NE0924.an estimated accuracy of +/- 6 seconds.
 NE0924
 NE0924.The orthometric height was determined by differential leveling
 NE0924.and adjusted by the National Geodetic Survey in June 1991..
 NE0924
 NE0924.The geoid height was determined by GEOID03.
 NE0924
 NE0924.The dynamic height is computed by dividing the NAVD 88
 NE0924.geopotential number by the normal gravity value computed on the
 NE0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0924.degrees latitude (g = 980.6199 gals.).
 NE0924
 NE0924.The modeled gravity was interpolated from observed gravity values.
 NE0924
 NE0924;                    North         East    Units  Estimated Accuracy
 NE0924;SPC MI S     -   127,260.    4,143,590.      MT  (+/- 180 meters Scaled)
 NE0924
 NE0924                          SUPERSEDED SURVEY CONTROL
 NE0924
 NE0924  NGVD 29 (??/??/??)  176.314  (m)          578.46   (f) ADJUSTED    1 2
 NE0924
 NE0924.Superseded values are not recommended for survey control.
 NE0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0924.See file dsdata.txt to determine how the superseded data were derived.
 NE0924
 NE0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH675212(NAD 83)
 NE0924_MARKER: I = METAL ROD
 NE0924_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0924_SP_SET: STAINLESS STEEL ROD
 NE0924_STAMPING: M 236 1980
 NE0924_PROJECTION: RECESSED 10 CENTIMETERS
 NE0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE0924+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2002
 NE0924_ROD/PIPE-DEPTH: 10.9 meters
 NE0924
 NE0924  HISTORY     - Date     Condition        Report By
 NE0924  HISTORY     - 1980     MONUMENTED       NGS
 NE0924  HISTORY     - 19990501 GOOD             USPSQD
 NE0924  HISTORY     - 20020401 GOOD             LOCENG
 NE0924
 NE0924                          STATION DESCRIPTION
 NE0924
 NE0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0924'1.6 KM NW FROM PEARL BEACH.
 NE0924'1.6 KILOMETERS (1.0 MILE) NORTHWEST ALONG STATE HIGHWAY 29 FROM
 NE0924'THE POST OFFICE IN PEARL BEACH, AT THE JUNCTION OF COLONY DRIVE
 NE0924'AND A WATER TANK ON THE SOUTHWEST SIDE OF THE HIGHWAY, SET NORTHEAST
 NE0924'OF THE NORTHEAST CORNER OF A 15 BY 6 FOOT SLAB WITH A METAL ACCESS
 NE0924'COVER IN FRONT OF THE WATER TANK. 24.1 METERS (79.0 FEET) SOUTH-
 NE0924'WEST OF THE CENTER LINE OF HIGHWAY 29, 9.46 METERS (31.0 FEET)
 NE0924'NORTHEAST OF THE ENTRANCE DOOR TO THE WATER TANK, 2.9 METERS (9.6
 NE0924'FEET) SOUTH OF THE SOUTH CURB OF COLONY DRIVE, 0.4 METER (1.3 FEET)
 NE0924'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE SLAB.
 NE0924'THE MARK IS 1 METERS  NE FROM A WITNESS POST.
 NE0924'THE MARK IS ABOVE LEVEL WITH GROUND.
 NE0924
 NE0924                          STATION RECOVERY (1999)
 NE0924
 NE0924'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0924'RECOVERED IN GOOD CONDITION.
 NE0924
 NE0924                          STATION RECOVERY (2002)
 NE0924
 NE0924'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (JDL)
 NE0924'RECOVERED AS DESCRIBED. STATION IS SUITABLE FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0947 ***********************************************************************
 NE0947  DESIGNATION -  M 237
 NE0947  PID         -  NE0947
 NE0947  STATE/COUNTY-  MI/ST CLAIR
 NE0947  USGS QUAD   -  PORT HURON (1991)
 NE0947
 NE0947                         *CURRENT SURVEY CONTROL
 NE0947  ___________________________________________________________________
 NE0947* NAD 83(1986)-  42 53 27.     (N)    082 29 23.     (W)     SCALED    
 NE0947* NAVD 88     -       188.090  (meters)     617.09   (feet)  ADJUSTED  
 NE0947  ___________________________________________________________________
 NE0947  GEOID HEIGHT-         -34.90  (meters)                     GEOID03
 NE0947  DYNAMIC HT  -         188.041 (meters)     616.93  (feet)  COMP
 NE0947  MODELED GRAV-     980,357.3   (mgal)                       NAVD 88
 NE0947
 NE0947  VERT ORDER  -  FIRST     CLASS II
 NE0947
 NE0947.The horizontal coordinates were scaled from a topographic map and have
 NE0947.an estimated accuracy of +/- 6 seconds.
 NE0947
 NE0947.The orthometric height was determined by differential leveling
 NE0947.and adjusted by the National Geodetic Survey in June 1991..
 NE0947
 NE0947.The geoid height was determined by GEOID03.
 NE0947
 NE0947.The dynamic height is computed by dividing the NAVD 88
 NE0947.geopotential number by the normal gravity value computed on the
 NE0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0947.degrees latitude (g = 980.6199 gals.).
 NE0947
 NE0947.The modeled gravity was interpolated from observed gravity values.
 NE0947
 NE0947;                    North         East    Units  Estimated Accuracy
 NE0947;SPC MI S     -   156,200.    4,153,290.      MT  (+/- 180 meters Scaled)
 NE0947
 NE0947                          SUPERSEDED SURVEY CONTROL
 NE0947
 NE0947  NGVD 29 (??/??/??)  188.211  (m)          617.49   (f) ADJUSTED    1 2
 NE0947
 NE0947.Superseded values are not recommended for survey control.
 NE0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0947.See file dsdata.txt to determine how the superseded data were derived.
 NE0947
 NE0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH783497(NAD 83)
 NE0947_MARKER: I = METAL ROD
 NE0947_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE0947_SP_SET: STAINLESS STEEL ROD
 NE0947_STAMPING: M 237 1980
 NE0947_PROJECTION: FLUSH
 NE0947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE0947_ROD/PIPE-DEPTH: 4.9  meters
 NE0947
 NE0947  HISTORY     - Date     Condition        Report By
 NE0947  HISTORY     - 1980     MONUMENTED       NGS
 NE0947  HISTORY     - 19940514 GOOD             USPSQD
 NE0947  HISTORY     - 19990703 GOOD             USPSQD
 NE0947  HISTORY     - 20030413 GOOD             USPSQD
 NE0947  HISTORY     - 20050410 GOOD             USPSQD
 NE0947
 NE0947                          STATION DESCRIPTION
 NE0947
 NE0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 NE0947'4.75 KM SE FROM MARYSVILLE.
 NE0947'4.75 KILOMETERS (2.95 MILES) SOUTHEAST ALONG STATE HIGHWAY 29 FROM
 NE0947'THE JUNCTION OF STATE HIGHWAYS 25 AND 29 IN MARYSVILLE TO THE MARK
 NE0947'ON THE WEST SIDE OF THE HIGHWAY AT THE NORTHEAST CORNER POST OF A
 NE0947'CHAIN LINK FENCE OF THE CONSUMERS POWER COMPANY, AND IN LINE WITH THE
 NE0947'EAST AND WEST FENCE LINE, 48.4 METERS (159.0 FEET) WEST OF THE
 NE0947'CENTER LINE OF HIGHWAY 29, 32.3 METERS (106 FEET) SOUTHWEST OF THE CEN
 NE0947'OF A BOX CULVERT, 0.42 METER (1.4 FEET) EAST OF THE NORTHEAST
 NE0947'CORNER OF THE FENCE.
 NE0947'THE MARK IS 0.1 M BELOW GROUND.
 NE0947
 NE0947                          STATION RECOVERY (1994)
 NE0947
 NE0947'RECOVERY NOTE BY US POWER SQUADRON 1994
 NE0947'RECOVERED IN GOOD CONDITION.
 NE0947
 NE0947                          STATION RECOVERY (1999)
 NE0947
 NE0947'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE0947'RECOVERED IN GOOD CONDITION.
 NE0947
 NE0947                          STATION RECOVERY (2003)
 NE0947
 NE0947'RECOVERY NOTE BY US POWER SQUADRON 2003 (DAB)
 NE0947'RECOVERED IN GOOD CONDITION.
 NE0947
 NE0947                          STATION RECOVERY (2005)
 NE0947
 NE0947'RECOVERY NOTE BY US POWER SQUADRON 2005 (DAB)
 NE0947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0621 ***********************************************************************
 OJ0621  DESIGNATION -  M 238
 OJ0621  PID         -  OJ0621
 OJ0621  STATE/COUNTY-  MI/SANILAC
 OJ0621  USGS QUAD   -  PORT SANILAC (1963)
 OJ0621
 OJ0621                         *CURRENT SURVEY CONTROL
 OJ0621  ___________________________________________________________________
 OJ0621* NAD 83(1986)-  43 26 13.     (N)    082 32 40.     (W)     SCALED    
 OJ0621* NAVD 88     -       187.867  (meters)     616.36   (feet)  ADJUSTED  
 OJ0621  ___________________________________________________________________
 OJ0621  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0621  DYNAMIC HT  -         187.831 (meters)     616.24  (feet)  COMP
 OJ0621  MODELED GRAV-     980,424.8   (mgal)                       NAVD 88
 OJ0621
 OJ0621  VERT ORDER  -  FIRST     CLASS II
 OJ0621
 OJ0621.The horizontal coordinates were scaled from a topographic map and have
 OJ0621.an estimated accuracy of +/- 6 seconds.
 OJ0621
 OJ0621.The orthometric height was determined by differential leveling
 OJ0621.and adjusted by the National Geodetic Survey in June 1991..
 OJ0621
 OJ0621.The geoid height was determined by GEOID03.
 OJ0621
 OJ0621.The dynamic height is computed by dividing the NAVD 88
 OJ0621.geopotential number by the normal gravity value computed on the
 OJ0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0621.degrees latitude (g = 980.6199 gals.).
 OJ0621
 OJ0621.The modeled gravity was interpolated from observed gravity values.
 OJ0621
 OJ0621;                    North         East    Units  Estimated Accuracy
 OJ0621;SPC MI S     -   216,750.    4,147,510.      MT  (+/- 180 meters Scaled)
 OJ0621
 OJ0621                          SUPERSEDED SURVEY CONTROL
 OJ0621
 OJ0621  NGVD 29 (??/??/??)  187.987  (m)          616.75   (f) ADJUSTED    1 2
 OJ0621
 OJ0621.Superseded values are not recommended for survey control.
 OJ0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0621.See file dsdata.txt to determine how the superseded data were derived.
 OJ0621
 OJ0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ750104(NAD 83)
 OJ0621_MARKER: I = METAL ROD
 OJ0621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0621_SP_SET: STAINLESS STEEL ROD
 OJ0621_STAMPING: M 238 1980
 OJ0621_PROJECTION: FLUSH
 OJ0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0621_ROD/PIPE-DEPTH: 4.9  meters
 OJ0621
 OJ0621  HISTORY     - Date     Condition        Report By
 OJ0621  HISTORY     - 1980     MONUMENTED       NGS
 OJ0621  HISTORY     - 19940718 GOOD             USPSQD
 OJ0621  HISTORY     - 20010811 GOOD             USPSQD
 OJ0621
 OJ0621                          STATION DESCRIPTION
 OJ0621
 OJ0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 OJ0621'IN PORT SANILAC.
 OJ0621'IN PORT SANILAC. 0.7 KILOMETER (0.45 MILE) NORTH ALONG STATE HIGHWAY
 OJ0621'25 FROM THE JUNCTION OF STATE HIGHWAY 46, SET AT THE SOUTHEAST
 OJ0621'CORNER OF THE BINDICATOR LEVEL COMPANY BUILDING 205, A LARGE SINGLE
 OJ0621'STORY CONCRETE BLOCK BUILDING, 41.4 METERS (136.0 FEET) SOUTH OF
 OJ0621'THE CENTER OF THE MAIN ENTRANCE, 0.36 METER (1.2 FEET) SOUTHEAST
 OJ0621'OF THE SOUTHEAST CORNER OF THE BUILDING. NOTE, THE ROD WAS DRIVEN
 OJ0621'TO REFUSAL AT 4.9 METERS.
 OJ0621'THE MARK IS 0.1 M ABOVE GROUND.
 OJ0621
 OJ0621                          STATION RECOVERY (1994)
 OJ0621
 OJ0621'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0621'RECOVERED IN GOOD CONDITION.
 OJ0621
 OJ0621                          STATION RECOVERY (2001)
 OJ0621
 OJ0621'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0029 ***********************************************************************
 OL0029  DESIGNATION -  M 25
 OL0029  PID         -  OL0029
 OL0029  STATE/COUNTY-  MI/OTTAWA
 OL0029  USGS QUAD   -  GRAND HAVEN (1980)
 OL0029
 OL0029                         *CURRENT SURVEY CONTROL
 OL0029  ___________________________________________________________________
 OL0029* NAD 83(1986)-  43 04 02.     (N)    086 13 33.     (W)     SCALED    
 OL0029* NAVD 88     -       180.203  (meters)     591.22   (feet)  ADJUSTED  
 OL0029  ___________________________________________________________________
 OL0029  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0029  DYNAMIC HT  -         180.162 (meters)     591.08  (feet)  COMP
 OL0029  MODELED GRAV-     980,390.2   (mgal)                       NAVD 88
 OL0029
 OL0029  VERT ORDER  -  FIRST     CLASS II
 OL0029
 OL0029.The horizontal coordinates were scaled from a topographic map and have
 OL0029.an estimated accuracy of +/- 6 seconds.
 OL0029
 OL0029.The orthometric height was determined by differential leveling
 OL0029.and adjusted by the National Geodetic Survey in June 1991..
 OL0029
 OL0029.The geoid height was determined by GEOID03.
 OL0029
 OL0029.The dynamic height is computed by dividing the NAVD 88
 OL0029.geopotential number by the normal gravity value computed on the
 OL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0029.degrees latitude (g = 980.6199 gals.).
 OL0029
 OL0029.The modeled gravity was interpolated from observed gravity values.
 OL0029
 OL0029;                    North         East    Units  Estimated Accuracy
 OL0029;SPC MI S     -   175,760.    3,848,590.      MT  (+/- 180 meters Scaled)
 OL0029
 OL0029                          SUPERSEDED SURVEY CONTROL
 OL0029
 OL0029  NGVD 29 (??/??/92)  180.348  (m)          591.69   (f) ADJ UNCH    1 2
 OL0029
 OL0029.Superseded values are not recommended for survey control.
 OL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0029.See file dsdata.txt to determine how the superseded data were derived.
 OL0029
 OL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN630685(NAD 83)
 OL0029_MARKER: DB = BENCH MARK DISK
 OL0029_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 OL0029_SP_SET: BUILDING WALL
 OL0029_STAMPING: 591.692 M 25 1930
 OL0029_MARK LOGO: CGS   
 OL0029_MAGNETIC: N = NO MAGNETIC MATERIAL
 OL0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0029+STABILITY: SURFACE MOTION
 OL0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OL0029+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2005
 OL0029
 OL0029  HISTORY     - Date     Condition        Report By
 OL0029  HISTORY     - 1930     MONUMENTED       CGS
 OL0029  HISTORY     - 1934     GOOD             NGS
 OL0029  HISTORY     - 1966     GOOD             NGS
 OL0029  HISTORY     - 1984     GOOD             NGS
 OL0029  HISTORY     - 1987     GOOD             USPSQD
 OL0029  HISTORY     - 1988     GOOD             USPSQD
 OL0029  HISTORY     - 19920418 GOOD             USPSQD
 OL0029  HISTORY     - 19941004 GOOD             LOCENG
 OL0029  HISTORY     - 19960912 GOOD             USPSQD
 OL0029  HISTORY     - 19970308 GOOD             USPSQD
 OL0029  HISTORY     - 20051109 GOOD             INDIV
 OL0029
 OL0029                          STATION DESCRIPTION
 OL0029
 OL0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OL0029'AT GRAND HAVEN.
 OL0029'AT GRAND HAVEN, OTTAWA COUNTY, AT THE NORTH END OF THE CHESAPEAKE
 OL0029'AND OHIO RAILWAY STATION, IN THE EAST FOUNDATION WALL, AND 3.2
 OL0029'FEET HIGHER THAN THE BRICK PLATFORM.  A STANDARD DISK, STAMPED
 OL0029'591.692 M 25 1930 AND SET VERTICALLY.
 OL0029
 OL0029                          STATION RECOVERY (1966)
 OL0029
 OL0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 OL0029'RECOVERED IN GOOD CONDITION.
 OL0029
 OL0029                          STATION RECOVERY (1984)
 OL0029
 OL0029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0029'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN GRAND
 OL0029'HAVEN, LOCATED ABOUT 76.2 METERS (250.0 FT) SOUTHWEST OF THE CENTER OF
 OL0029'THE INTERSECTION OF 4TH AND MONROE STREETS, SET VERTICALLY IN THE EAST
 OL0029'FOUNDATION WALL NEAR THE NORTH END OF THE ABANDONED OLD CHESAPEAKE AND
 OL0029'OHIO RAILROAD STATION, ABOUT 0.9 METER (3.0 FT) ABOVE THE GROUND.
 OL0029'NOTE, THE CHESAPEAKE AND OHIO RAILROAD COMPANY HAVE NO PLANS TO TEAR
 OL0029'THIS BUILDING DOWN OR MOVE IT AT THIS TIME.  THE CITY PLANNING OFFICE
 OL0029'IS DEBATING ON RENOVATING THE BUILDING OR LEASING IT.
 OL0029'THE MARK IS 0.6 M ABOVE FOURTH STREET.
 OL0029
 OL0029                          STATION RECOVERY (1987)
 OL0029
 OL0029'RECOVERY NOTE BY US POWER SQUADRON 1987 (IG)
 OL0029'RECOVERED IN GOOD CONDITION.
 OL0029
 OL0029                          STATION RECOVERY (1988)
 OL0029
 OL0029'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 OL0029'RECOVERED IN GOOD CONDITION.
 OL0029
 OL0029                          STATION RECOVERY (1992)
 OL0029
 OL0029'RECOVERY NOTE BY US POWER SQUADRON 1992 (HN)
 OL0029'RECOVERED IN GOOD CONDITION.
 OL0029
 OL0029                          STATION RECOVERY (1994)
 OL0029
 OL0029'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (PVS)
 OL0029'IN GRAND HAVEN, LOCATED AT THE INTERSECTION OF JACKSON STREET AND 4TH
 OL0029'STREET IN THE ABANDONED TRAIN STATION EAST SIDE OF THE SOUTH WALL AND
 OL0029'SET VERTCALLY, 3.0 FT (0.9 M) ABOVE THE GROUND.  BUILDING FOUNDATION
 OL0029'LOOKS SOLID BUT BUILDING IS DETERIORATING.
 OL0029
 OL0029                          STATION RECOVERY (1996)
 OL0029
 OL0029'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0029'RECOVERED IN GOOD CONDITION.
 OL0029
 OL0029                          STATION RECOVERY (1997)
 OL0029
 OL0029'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0029'RECOVERED IN GOOD CONDITION.
 OL0029
 OL0029                          STATION RECOVERY (2005)
 OL0029
 OL0029'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0012 ***********************************************************************
 OL0012  DESIGNATION -  M 26
 OL0012  PID         -  OL0012
 OL0012  STATE/COUNTY-  MI/MASON
 OL0012  USGS QUAD   -  
 OL0012
 OL0012                         *CURRENT SURVEY CONTROL
 OL0012  ___________________________________________________________________
 OL0012* NAD 83(1986)-  43 56 54.     (N)    086 24 47.     (W)     SCALED    
 OL0012* NAVD 88     -       191.188  (meters)     627.26   (feet)  ADJUSTED  
 OL0012  ___________________________________________________________________
 OL0012  GEOID HEIGHT-         -35.29  (meters)                     GEOID03
 OL0012  DYNAMIC HT  -         191.155 (meters)     627.15  (feet)  COMP
 OL0012  MODELED GRAV-     980,443.2   (mgal)                       NAVD 88
 OL0012
 OL0012  VERT ORDER  -  FIRST     CLASS II
 OL0012
 OL0012.The horizontal coordinates were scaled from a topographic map and have
 OL0012.an estimated accuracy of +/- 6 seconds.
 OL0012
 OL0012.The orthometric height was determined by differential leveling
 OL0012.and adjusted by the National Geodetic Survey in June 1991..
 OL0012
 OL0012.The geoid height was determined by GEOID03.
 OL0012
 OL0012.The dynamic height is computed by dividing the NAVD 88
 OL0012.geopotential number by the normal gravity value computed on the
 OL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0012.degrees latitude (g = 980.6199 gals.).
 OL0012
 OL0012.The modeled gravity was interpolated from observed gravity values.
 OL0012
 OL0012;                    North         East    Units  Estimated Accuracy
 OL0012;SPC MI C     -    72,270.    5,835,730.      MT  (+/- 180 meters Scaled)
 OL0012
 OL0012                          SUPERSEDED SURVEY CONTROL
 OL0012
 OL0012  NGVD 29 (??/??/92)  191.283  (m)          627.57   (f) ADJ UNCH    1 2
 OL0012
 OL0012.Superseded values are not recommended for survey control.
 OL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0012.See file dsdata.txt to determine how the superseded data were derived.
 OL0012
 OL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP470663(NAD 83)
 OL0012_MARKER: DB = BENCH MARK DISK
 OL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0012_STAMPING: 627.568 M 26 1930
 OL0012_MARK LOGO: CGS   
 OL0012_PROJECTION: PROJECTING 12 CENTIMETERS
 OL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0012+STABILITY: SURFACE MOTION
 OL0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0012+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 OL0012
 OL0012  HISTORY     - Date     Condition        Report By
 OL0012  HISTORY     - 1930     MONUMENTED       CGS
 OL0012  HISTORY     - 1940     GOOD             NGS
 OL0012  HISTORY     - 1967     GOOD             NGS
 OL0012  HISTORY     - 1984     GOOD             NGS
 OL0012  HISTORY     - 19950910 GOOD             USPSQD
 OL0012  HISTORY     - 19970807 GOOD             USPSQD
 OL0012  HISTORY     - 20010815 MARK NOT FOUND   NGS
 OL0012  HISTORY     - 20021009 GOOD             USPSQD
 OL0012  HISTORY     - 20051014 GOOD             USPSQD
 OL0012
 OL0012                          STATION DESCRIPTION
 OL0012
 OL0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 OL0012'1.7 MI E FROM LUDINGTON.
 OL0012'1.7 MILES EAST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM
 OL0012'LUDINGTON, MASON COUNTY, ON A SPUR TRACK LEADING SOUTH AND
 OL0012'WEST AND CROSSING U.S. HIGHWAY 31, 1/2 MILE SOUTH OF THE MAIN
 OL0012'LINE OF THE RAILWAY, 37.5 FEET SOUTH OF THE CENTERLINE OF A
 OL0012'DIRT ROAD CROSSING THE SPUR, 3 RAILS SOUTH OF THE SOUTH SWITCH
 OL0012'OF A WYE 250 YARDS SOUTH OF THE MAIN TRACK, AND 27.2 FEET WEST
 OL0012'OF THE WEST RAIL OF THE SPUR TRACK, A STANDARD DISK, STAMPED
 OL0012'627.568 M 26 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OL0012'ABOUT 6 INCHES ABOVE GROUND.  IT IS 1 FOOT EAST OF A METAL
 OL0012'WITNESS POST AND PROJECTS 4 INCHES.
 OL0012
 OL0012                          STATION RECOVERY (1967)
 OL0012
 OL0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 OL0012'RECOVERED IN GOOD CONDITION.
 OL0012
 OL0012                          STATION RECOVERY (1984)
 OL0012
 OL0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0012'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  2.5 KM
 OL0012'(1.55 MI) EAST ALONG U.S. HIGHWAY 10 FROM THE POST OFFICE IN
 OL0012'LUDINGTON, THENCE 0.9 KM (0.55 MI) SOUTH ALONG U.S. HIGHWAY 31, THENCE
 OL0012'0.2 KM (0.15 MI) EAST ALONG A BLACK TOP ROAD LEADING EAST TO A SPUR
 OL0012'RAILROAD TRACK, 11.88 METERS (39.0 FT) SOUTH OF THE CENTER OF THE
 OL0012'BLACK TOPPED ROAD, 8.35 METERS (27.4 FT) WEST OF THE WEST RAIL,
 OL0012'7.62 METERS (25.0 FT) EAST-SOUTHEAST OF A TELEPHONE POLE WITH A GUY
 OL0012'WIRE ON THE EAST SIDE, 5.88 METERS (19.3 FT) SOUTH-SOUTHWEST OF A
 OL0012'3.04 METERS (10.0 FT) RAIL SUPPORTING A RAILROAD CROSSING SIGN, AND
 OL0012'1.0 METER (3.3 FT) EAST OF A FENCELINE.
 OL0012'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 OL0012
 OL0012                          STATION RECOVERY (1995)
 OL0012
 OL0012'RECOVERY NOTE BY US POWER SQUADRON 1995
 OL0012'RECOVERED IN GOOD CONDITION.
 OL0012
 OL0012                          STATION RECOVERY (1997)
 OL0012
 OL0012'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0012'RECOVERED IN GOOD CONDITION.
 OL0012
 OL0012                          STATION RECOVERY (2001)
 OL0012
 OL0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OL0012'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OL0012
 OL0012                          STATION RECOVERY (2002)
 OL0012
 OL0012'RECOVERY NOTE BY US POWER SQUADRON 2002 (JV)
 OL0012'RECOVERED IN GOOD CONDITION.
 OL0012
 OL0012                          STATION RECOVERY (2005)
 OL0012
 OL0012'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 OL0012'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0271 ***********************************************************************
 PL0271  DESIGNATION -  M 27
 PL0271  PID         -  PL0271
 PL0271  STATE/COUNTY-  MI/MANISTEE
 PL0271  USGS QUAD   -  COPEMISH (1987)
 PL0271
 PL0271                         *CURRENT SURVEY CONTROL
 PL0271  ___________________________________________________________________
 PL0271* NAD 83(1986)-  44 28 59.     (N)    085 55 23.     (W)     SCALED    
 PL0271* NAVD 88     -       245.102  (meters)     804.14   (feet)  ADJUSTED  
 PL0271  ___________________________________________________________________
 PL0271  GEOID HEIGHT-         -34.74  (meters)                     GEOID03
 PL0271  DYNAMIC HT  -         245.072 (meters)     804.04  (feet)  COMP
 PL0271  MODELED GRAV-     980,486.0   (mgal)                       NAVD 88
 PL0271
 PL0271  VERT ORDER  -  FIRST     CLASS II
 PL0271
 PL0271.The horizontal coordinates were scaled from a topographic map and have
 PL0271.an estimated accuracy of +/- 6 seconds.
 PL0271
 PL0271.The orthometric height was determined by differential leveling
 PL0271.and adjusted by the National Geodetic Survey in June 1991..
 PL0271
 PL0271.The geoid height was determined by GEOID03.
 PL0271
 PL0271.The dynamic height is computed by dividing the NAVD 88
 PL0271.geopotential number by the normal gravity value computed on the
 PL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0271.degrees latitude (g = 980.6199 gals.).
 PL0271
 PL0271.The modeled gravity was interpolated from observed gravity values.
 PL0271
 PL0271;                    North         East    Units  Estimated Accuracy
 PL0271;SPC MI C     -   130,800.    5,876,200.      MT  (+/- 180 meters Scaled)
 PL0271
 PL0271                          SUPERSEDED SURVEY CONTROL
 PL0271
 PL0271  NGVD 29 (??/??/92)  245.180  (m)          804.39   (f) ADJ UNCH    1 2
 PL0271
 PL0271.Superseded values are not recommended for survey control.
 PL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0271.See file dsdata.txt to determine how the superseded data were derived.
 PL0271
 PL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ856260(NAD 83)
 PL0271_MARKER: DB = BENCH MARK DISK
 PL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0271_STAMPING: 804.395 M 27 1930
 PL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0271+STABILITY: SURFACE MOTION
 PL0271
 PL0271  HISTORY     - Date     Condition        Report By
 PL0271  HISTORY     - 1930     MONUMENTED       CGS
 PL0271  HISTORY     - 1934     GOOD             NGS
 PL0271  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PL0271  HISTORY     - 20040424 MARK NOT FOUND   USPSQD
 PL0271
 PL0271                          STATION DESCRIPTION
 PL0271
 PL0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 PL0271'AT COPEMISH.
 PL0271'AT COPEMISH, MANISTEE COUNTY, 125 YARDS NORTHEAST OF THE
 PL0271'JUNCTION OF THE ANN ARBOR AND THE ABANDONED BRANCH OF THE MAINSTEE
 PL0271'AND NORTHEASTERN RAILROADS, 52.4 FEET SOUTHEAST OF THE SOUTHEAST
 PL0271'RAIL OF THE MANISTEE AND NORTHEASTERN RAILROAD TRACK, AND NEAR
 PL0271'A POWER-TRANSMISSION LINE POLE.  A STANDARD DISK, STAMPED 804.395
 PL0271'M 27 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 PL0271'INCHES ABOVE GROUND.
 PL0271
 PL0271                          STATION RECOVERY (2001)
 PL0271
 PL0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0271'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS
 PL0271
 PL0271                          STATION RECOVERY (2004)
 PL0271
 PL0271'RECOVERY NOTE BY US POWER SQUADRON 2004
 PL0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0137 ***********************************************************************
 PL0137  DESIGNATION -  M 28
 PL0137  PID         -  PL0137
 PL0137  STATE/COUNTY-  MI/ROSCOMMON
 PL0137  USGS QUAD   -  ROSCOMMON SOUTH (1963)
 PL0137
 PL0137                         *CURRENT SURVEY CONTROL
 PL0137  ___________________________________________________________________
 PL0137* NAD 83(1986)-  44 28 15.     (N)    084 32 43.     (W)     SCALED    
 PL0137* NAVD 88     -       349.545  (meters)    1146.80   (feet)  ADJUSTED  
 PL0137  ___________________________________________________________________
 PL0137  GEOID HEIGHT-         -34.53  (meters)                     GEOID03
 PL0137  DYNAMIC HT  -         349.492 (meters)    1146.62  (feet)  COMP
 PL0137  MODELED GRAV-     980,456.1   (mgal)                       NAVD 88
 PL0137
 PL0137  VERT ORDER  -  FIRST     CLASS II
 PL0137
 PL0137.The horizontal coordinates were scaled from a topographic map and have
 PL0137.an estimated accuracy of +/- 6 seconds.
 PL0137
 PL0137.The orthometric height was determined by differential leveling
 PL0137.and adjusted by the National Geodetic Survey in June 1991..
 PL0137
 PL0137.The geoid height was determined by GEOID03.
 PL0137
 PL0137.The dynamic height is computed by dividing the NAVD 88
 PL0137.geopotential number by the normal gravity value computed on the
 PL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0137.degrees latitude (g = 980.6199 gals.).
 PL0137
 PL0137.The modeled gravity was interpolated from observed gravity values.
 PL0137
 PL0137;                    North         East    Units  Estimated Accuracy
 PL0137;SPC MI C     -   128,270.    5,985,790.      MT  (+/- 180 meters Scaled)
 PL0137
 PL0137                          SUPERSEDED SURVEY CONTROL
 PL0137
 PL0137  NGVD 29 (??/??/92)  349.657  (m)         1147.17   (f) ADJ UNCH    1 2
 PL0137
 PL0137.Superseded values are not recommended for survey control.
 PL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0137.See file dsdata.txt to determine how the superseded data were derived.
 PL0137
 PL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ952271(NAD 83)
 PL0137_MARKER: DB = BENCH MARK DISK
 PL0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0137_STAMPING: 1147.166 M 28 1930
 PL0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0137+STABILITY: SURFACE MOTION
 PL0137
 PL0137  HISTORY     - Date     Condition        Report By
 PL0137  HISTORY     - 1930     MONUMENTED       CGS
 PL0137  HISTORY     - 1943     GOOD             NGS
 PL0137
 PL0137                          STATION DESCRIPTION
 PL0137
 PL0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 PL0137'3 MI SE FROM ROSCOMMON.
 PL0137'3.0 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM
 PL0137'ROSCOMMON, ROSCOMMON COUNTY, DIRECTLY ACROSS THE TRACK FROM
 PL0137'MILEPOST BC 74, AND 24.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 PL0137'A STANDARD DISK, STAMPED 1147.166 M 28 1930 AND SET IN THE TOP
 PL0137'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0398 ***********************************************************************
 OJ0398  DESIGNATION -  M 29
 OJ0398  PID         -  OJ0398
 OJ0398  STATE/COUNTY-  MI/BAY
 OJ0398  USGS QUAD   -  KAWKAWLIN (1973)
 OJ0398
 OJ0398                         *CURRENT SURVEY CONTROL
 OJ0398  ___________________________________________________________________
 OJ0398* NAD 83(1986)-  43 44 19.     (N)    083 57 34.     (W)     SCALED    
 OJ0398* NAVD 88     -       178.827  (meters)     586.70   (feet)  ADJUSTED  
 OJ0398  ___________________________________________________________________
 OJ0398  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0398  DYNAMIC HT  -         178.794 (meters)     586.59  (feet)  COMP
 OJ0398  MODELED GRAV-     980,429.7   (mgal)                       NAVD 88
 OJ0398
 OJ0398  VERT ORDER  -  FIRST     CLASS II
 OJ0398
 OJ0398.The horizontal coordinates were scaled from a topographic map and have
 OJ0398.an estimated accuracy of +/- 6 seconds.
 OJ0398
 OJ0398.The orthometric height was determined by differential leveling
 OJ0398.and adjusted by the National Geodetic Survey in June 1991..
 OJ0398
 OJ0398.The geoid height was determined by GEOID03.
 OJ0398
 OJ0398.The dynamic height is computed by dividing the NAVD 88
 OJ0398.geopotential number by the normal gravity value computed on the
 OJ0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0398.degrees latitude (g = 980.6199 gals.).
 OJ0398
 OJ0398.The modeled gravity was interpolated from observed gravity values.
 OJ0398
 OJ0398;                    North         East    Units  Estimated Accuracy
 OJ0398;SPC MI S     -   248,750.    4,032,810.      MT  (+/- 180 meters Scaled)
 OJ0398
 OJ0398                          SUPERSEDED SURVEY CONTROL
 OJ0398
 OJ0398  NGVD 29 (??/??/92)  179.018  (m)          587.33   (f) ADJ UNCH    1 2
 OJ0398
 OJ0398.Superseded values are not recommended for survey control.
 OJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0398.See file dsdata.txt to determine how the superseded data were derived.
 OJ0398
 OJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ616470(NAD 83)
 OJ0398_MARKER: DB = BENCH MARK DISK
 OJ0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0398_SP_SET: CULVERT
 OJ0398_STAMPING: 587.328 M 29 1930
 OJ0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0398
 OJ0398  HISTORY     - Date     Condition        Report By
 OJ0398  HISTORY     - 1930     MONUMENTED       CGS
 OJ0398  HISTORY     - 1934     GOOD             NGS
 OJ0398  HISTORY     - 1966     GOOD             USGS
 OJ0398  HISTORY     - 1983     MARK NOT FOUND   NGS
 OJ0398  HISTORY     - 19970525 MARK NOT FOUND   USPSQD
 OJ0398  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 OJ0398
 OJ0398                          STATION DESCRIPTION
 OJ0398
 OJ0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 OJ0398'IN LINWOOD.
 OJ0398'AT LINWOOD, BAY COUNTY, ON THE MICHIGAN CENTRAL RAILROAD, 12
 OJ0398'RAILS NORTH OF THE NORTH END OF THE STATION, AT A CONCRETE
 OJ0398'CULVERT UNDER A ROAD, AND IN THE SOUTH END OF THE EAST HEADWALL.
 OJ0398'A STANDARD DISK, STAMPED 587.328 M 29 1930.
 OJ0398
 OJ0398                          STATION RECOVERY (1966)
 OJ0398
 OJ0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 OJ0398'RECOVERED IN GOOD CONDITION.
 OJ0398
 OJ0398                          STATION RECOVERY (1983)
 OJ0398
 OJ0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 OJ0398'NOT RECOVERED.  APPEARS TOP OF HEADWALL HAS BEEN GRADED OFF, PRESUMED
 OJ0398'DESTROYED.
 OJ0398
 OJ0398                          STATION RECOVERY (1997)
 OJ0398
 OJ0398'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0398'MARK NOT FOUND.
 OJ0398
 OJ0398                          STATION RECOVERY (2003)
 OJ0398
 OJ0398'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJG)
 OJ0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0530 ***********************************************************************
 RL0530  DESIGNATION -  M 290
 RL0530  PID         -  RL0530
 RL0530  STATE/COUNTY-  MI/HOUGHTON
 RL0530  USGS QUAD   -  
 RL0530
 RL0530                         *CURRENT SURVEY CONTROL
 RL0530  ___________________________________________________________________
 RL0530* NAD 83(1986)-  46 34 02.     (N)    088 49 24.     (W)     SCALED    
 RL0530* NAVD 88     -       419.720  (meters)    1377.03   (feet)  ADJUSTED  
 RL0530  ___________________________________________________________________
 RL0530  GEOID HEIGHT-         -32.64  (meters)                     GEOID03
 RL0530  DYNAMIC HT  -         419.732 (meters)    1377.07  (feet)  COMP
 RL0530  MODELED GRAV-     980,628.7   (mgal)                       NAVD 88
 RL0530
 RL0530  VERT ORDER  -  FIRST     CLASS II
 RL0530
 RL0530.The horizontal coordinates were scaled from a topographic map and have
 RL0530.an estimated accuracy of +/- 6 seconds.
 RL0530
 RL0530.The orthometric height was determined by differential leveling
 RL0530.and adjusted by the National Geodetic Survey in June 1991..
 RL0530
 RL0530.The geoid height was determined by GEOID03.
 RL0530
 RL0530.The dynamic height is computed by dividing the NAVD 88
 RL0530.geopotential number by the normal gravity value computed on the
 RL0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0530.degrees latitude (g = 980.6199 gals.).
 RL0530
 RL0530.The modeled gravity was interpolated from observed gravity values.
 RL0530
 RL0530;                    North         East    Units  Estimated Accuracy
 RL0530;SPC MI N     -   199,880.    7,860,230.      MT  (+/- 180 meters Scaled)
 RL0530
 RL0530                          SUPERSEDED SURVEY CONTROL
 RL0530
 RL0530  NGVD 29 (??/??/92)  419.718  (m)         1377.02   (f) ADJ UNCH    1 2
 RL0530
 RL0530.Superseded values are not recommended for survey control.
 RL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0530.See file dsdata.txt to determine how the superseded data were derived.
 RL0530
 RL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS602586(NAD 83)
 RL0530_MARKER: DB = BENCH MARK DISK
 RL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0530_STAMPING: M 290 1940
 RL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0530+STABILITY: SURFACE MOTION
 RL0530
 RL0530  HISTORY     - Date     Condition        Report By
 RL0530  HISTORY     - 1940     MONUMENTED       CGS
 RL0530  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0530
 RL0530                          STATION DESCRIPTION
 RL0530
 RL0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 RL0530'4.1 MI SE FROM FROST JUNCTION.
 RL0530'4.1 MILES SOUTHEAST ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND
 RL0530'PACIFIC RAILROAD FROM FROST, HOUGHTON COUNTY, 17 POLES NORTHEAST
 RL0530'OF MILEPOST 369, AT A ROAD CROSSING, 22 FEET NROTHWEST OF THE
 RL0530'CENTERLINE OF THE ROAD, 18 FEET NORTHEAST OF THE CENTERLINE
 RL0530'OF THE TRACK, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 RL0530'POST.  A STANDARD DISK, STAMPED M 290 1940 AND SET IN THE TOP
 RL0530'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 RL0530
 RL0530                          STATION RECOVERY (1978)
 RL0530
 RL0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RH0009 ***********************************************************************
 RH0009  DESIGNATION -  M 293
 RH0009  PID         -  RH0009
 RH0009  STATE/COUNTY-  MI/CHIPPEWA
 RH0009  USGS QUAD   -  LIME ISLAND (1994)
 RH0009
 RH0009                         *CURRENT SURVEY CONTROL
 RH0009  ___________________________________________________________________
 RH0009* NAD 83(1986)-  46 00 55.     (N)    083 55 18.     (W)     SCALED    
 RH0009* NAVD 88     -       178.759  (meters)     586.48   (feet)  ADJUSTED  
 RH0009  ___________________________________________________________________
 RH0009  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 RH0009  DYNAMIC HT  -         178.762 (meters)     586.49  (feet)  COMP
 RH0009  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 RH0009
 RH0009  VERT ORDER  -  FIRST     CLASS 0
 RH0009
 RH0009.The horizontal coordinates were scaled from a topographic map and have
 RH0009.an estimated accuracy of +/- 6 seconds.
 RH0009
 RH0009.The orthometric height was determined by differential leveling
 RH0009.and adjusted by the National Geodetic Survey in June 1991..
 RH0009
 RH0009.The geoid height was determined by GEOID03.
 RH0009
 RH0009.The dynamic height is computed by dividing the NAVD 88
 RH0009.geopotential number by the normal gravity value computed on the
 RH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RH0009.degrees latitude (g = 980.6199 gals.).
 RH0009
 RH0009.The modeled gravity was interpolated from observed gravity values.
 RH0009
 RH0009;                    North         East    Units  Estimated Accuracy
 RH0009;SPC MI N     -   141,550.    8,238,310.      MT  (+/- 180 meters Scaled)
 RH0009
 RH0009                          SUPERSEDED SURVEY CONTROL
 RH0009
 RH0009.No superseded survey control is available for this station.
 RH0009
 RH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL738998(NAD 83)
 RH0009_MARKER: I = METAL ROD
 RH0009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RH0009_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RH0009_STAMPING: M 293 1983
 RH0009_MARK LOGO: NGS   
 RH0009_PROJECTION: FLUSH
 RH0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RH0009+STABILITY: POSITION/ELEVATION WELL
 RH0009_ROD/PIPE-DEPTH: 6.24 meters
 RH0009_SLEEVE-DEPTH  : 5.18 meters
 RH0009
 RH0009  HISTORY     - Date     Condition        Report By
 RH0009  HISTORY     - 1983     MONUMENTED       NGS
 RH0009  HISTORY     - 19940728 GOOD             USPSQD
 RH0009  HISTORY     - 20010331 GOOD             NGS
 RH0009
 RH0009                          STATION DESCRIPTION
 RH0009
 RH0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RH0009'4.9 KM (3.05 MI) NW FROM DE TOUR VILLAGE.
 RH0009'1.1 KM (0.7 MI) NORTH ALONG ONTARIO STREET (STATE HIGHWAY 134) FROM
 RH0009'THE JUNCTION OF DAWSON STREET EAST AND SOUTH CARIBOU DRIVE WEST IN DE
 RH0009'TOUR VILLAGE, THENCE 1.8 KM (1.15 MI) WEST ALONG DEMOCRAT ROAD (NORTH
 RH0009'CARIBOU ROAD), THENCE 1.6 KM (1.0 MI) NORTH ALONG SPRING BAY ROAD,
 RH0009'THENCE 0.4 KM (0.2 MI) EAST-NORTHEAST (DOWNHILL) ALONG DE TOUR DOCK
 RH0009'ROAD TO THE BASE OF THE HILL, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG
 RH0009'A GRAVELED ROAD, AT THE WEST END OF A WOOD FRAME STORAGE BUILDING,
 RH0009'48.76 METERS (160.0 FT) SOUTHEAST OF THE CENTER OF DE TOUR DOCK ROAD,
 RH0009'8.50 METERS (27.9 FT) NORTHEAST OF THE GRAVELED ROAD SOUTHEAST,
 RH0009'3.87 METERS (12.7 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 RH0009'WOOD BUILDING, 3.96 METERS (13.0 FT) WEST OF THE NORTHWEST CORNER OF
 RH0009'THE WOOD BUILDING, AND 3.02 METERS (9.9 FT) NORTHWEST OF THE WEST END
 RH0009'AND FOUNDATION WALL OF THE WOOD BUILDING.
 RH0009'THE MARK IS 0.13 METERS  SW FROM A WITNESS POST.
 RH0009'THE MARK IS 0.4 M BELOW GRAVELED ROAD.
 RH0009
 RH0009                          STATION RECOVERY (1994)
 RH0009
 RH0009'RECOVERY NOTE BY US POWER SQUADRON 1994
 RH0009'RECOVERED IN GOOD CONDITION.
 RH0009
 RH0009                          STATION RECOVERY (2001)
 RH0009
 RH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RH0009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0649 ***********************************************************************
 RJ0649  DESIGNATION -  M 294
 RJ0649  PID         -  RJ0649
 RJ0649  STATE/COUNTY-  MI/CHIPPEWA
 RJ0649  USGS QUAD   -  GOETZVILLE (1976)
 RJ0649
 RJ0649                         *CURRENT SURVEY CONTROL
 RJ0649  ___________________________________________________________________
 RJ0649* NAD 83(1986)-  46 04 21.     (N)    084 06 50.     (W)     SCALED    
 RJ0649* NAVD 88     -       204.927  (meters)     672.33   (feet)  ADJUSTED  
 RJ0649  ___________________________________________________________________
 RJ0649  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 RJ0649  DYNAMIC HT  -         204.932 (meters)     672.35  (feet)  COMP
 RJ0649  MODELED GRAV-     980,634.9   (mgal)                       NAVD 88
 RJ0649
 RJ0649  VERT ORDER  -  FIRST     CLASS 0
 RJ0649
 RJ0649.The horizontal coordinates were scaled from a topographic map and have
 RJ0649.an estimated accuracy of +/- 6 seconds.
 RJ0649
 RJ0649.The orthometric height was determined by differential leveling
 RJ0649.and adjusted by the National Geodetic Survey in June 1991..
 RJ0649
 RJ0649.The geoid height was determined by GEOID03.
 RJ0649
 RJ0649.The dynamic height is computed by dividing the NAVD 88
 RJ0649.geopotential number by the normal gravity value computed on the
 RJ0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0649.degrees latitude (g = 980.6199 gals.).
 RJ0649
 RJ0649.The modeled gravity was interpolated from observed gravity values.
 RJ0649
 RJ0649;                    North         East    Units  Estimated Accuracy
 RJ0649;SPC MI N     -   147,350.    8,223,210.      MT  (+/- 180 meters Scaled)
 RJ0649
 RJ0649                          SUPERSEDED SURVEY CONTROL
 RJ0649
 RJ0649.No superseded survey control is available for this station.
 RJ0649
 RJ0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS231061(NAD 83)
 RJ0649_MARKER: I = METAL ROD
 RJ0649_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0649_SP_SET: STAINLESS STEEL ROD
 RJ0649_STAMPING: M 294 1983
 RJ0649_MARK LOGO: NGS   
 RJ0649_PROJECTION: FLUSH
 RJ0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0649_ROD/PIPE-DEPTH: 11.0 meters
 RJ0649
 RJ0649  HISTORY     - Date     Condition        Report By
 RJ0649  HISTORY     - 1983     MONUMENTED       NGS
 RJ0649  HISTORY     - 19940729 GOOD             USPSQD
 RJ0649
 RJ0649                          STATION DESCRIPTION
 RJ0649
 RJ0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0649'3.1 KM (1.95 MI) NW FROM GOETZVILLE.
 RJ0649'1.3 KM (0.85 MI) NORTH ALONG STATE HIGHWAY 48 FROM THE POST OFFICE IN
 RJ0649'GOETZVILLE, THENCE 1.8 KM (1.1 MI) WEST ALONG STATE HIGHWAY 48, AT A
 RJ0649'PRIVATE DRIVEWAY LEADING NORTH TO THE J. F. MACIAG RESIDENCE,
 RJ0649'15.08 METERS (49.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RJ0649'6.85 METERS (22.5 FT) WEST OF THE CENTER OF THE DRIVEWAY, 0.76 METERS
 RJ0649'(2.5 FT) EAST-SOUTHEAST OF POWERLINE POLE NUMBER GT 1/95/1, AND
 RJ0649'0.67 METERS (2.2 FT) EAST OF TELEPHONE JUNCTION BOX NUMBER L 10134 26.
 RJ0649'NOTE, ROD ANCHORED AT THIS DEPTH.
 RJ0649'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 RJ0649'THE MARK IS 0.9 M BELOW HIGHWAY.
 RJ0649
 RJ0649                          STATION RECOVERY (1994)
 RJ0649
 RJ0649'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0599 ***********************************************************************
 RJ0599  DESIGNATION -  M 295
 RJ0599  PID         -  RJ0599
 RJ0599  STATE/COUNTY-  MI/CHIPPEWA
 RJ0599  USGS QUAD   -  SHALLOWS (1975)
 RJ0599
 RJ0599                         *CURRENT SURVEY CONTROL
 RJ0599  ___________________________________________________________________
 RJ0599* NAD 83(1986)-  46 25 07.     (N)    084 28 26.     (W)     SCALED    
 RJ0599* NAVD 88     -       185.685  (meters)     609.20   (feet)  ADJUSTED  
 RJ0599  ___________________________________________________________________
 RJ0599  GEOID HEIGHT-         -36.46  (meters)                     GEOID03
 RJ0599  DYNAMIC HT  -         185.696 (meters)     609.24  (feet)  COMP
 RJ0599  MODELED GRAV-     980,666.7   (mgal)                       NAVD 88
 RJ0599
 RJ0599  VERT ORDER  -  FIRST     CLASS 0
 RJ0599
 RJ0599.The horizontal coordinates were scaled from a topographic map and have
 RJ0599.an estimated accuracy of +/- 6 seconds.
 RJ0599
 RJ0599.The orthometric height was determined by differential leveling
 RJ0599.and adjusted by the National Geodetic Survey in June 1991..
 RJ0599
 RJ0599.The geoid height was determined by GEOID03.
 RJ0599
 RJ0599.The dynamic height is computed by dividing the NAVD 88
 RJ0599.geopotential number by the normal gravity value computed on the
 RJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0599.degrees latitude (g = 980.6199 gals.).
 RJ0599
 RJ0599.The modeled gravity was interpolated from observed gravity values.
 RJ0599
 RJ0599;                    North         East    Units  Estimated Accuracy
 RJ0599;SPC MI N     -   184,850.    8,194,150.      MT  (+/- 180 meters Scaled)
 RJ0599
 RJ0599                          SUPERSEDED SURVEY CONTROL
 RJ0599
 RJ0599.No superseded survey control is available for this station.
 RJ0599
 RJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS941436(NAD 83)
 RJ0599_MARKER: I = METAL ROD
 RJ0599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0599_SP_SET: STAINLESS STEEL ROD
 RJ0599_STAMPING: M 295 1983
 RJ0599_MARK LOGO: NGS   
 RJ0599_PROJECTION: FLUSH
 RJ0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0599_ROD/PIPE-DEPTH: 13.4 meters
 RJ0599
 RJ0599  HISTORY     - Date     Condition        Report By
 RJ0599  HISTORY     - 1983     MONUMENTED       NGS
 RJ0599
 RJ0599                          STATION DESCRIPTION
 RJ0599
 RJ0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0599'8.5 KM (5.3 MI) NE FROM BRIMLEY.
 RJ0599'0.8 KM (0.5 MI) NORTH ALONG STATE ROUTE 221 FROM THE POST OFFICE IN
 RJ0599'BRIMLEY, THENCE 7.7 KM (4.8 MI) EAST ALONG WAISKA BAY ROAD TO THE
 RJ0599'MARK, ON THE SOUTH SIDE OF THE ROAD, ABOUT 0.4 KM (0.25 MI) EAST OF
 RJ0599'THE EAST WAISKA RIVER, 16.9 METERS (55.5 FT) SOUTH OF THE CENTERLINE
 RJ0599'OF WAISKA BAY ROAD, 16.7 METERS (54.8 FT) EAST OF POWERLINE POLE
 RJ0599'NUMBER E 95, 1.2 METERS (4.0 FT) SOUTH OF A CORNER FENCE POST, AND
 RJ0599'1.1 METERS (3.7 FT) NORTH OF BRACEPOST FOR CORNER FENCE POST.
 RJ0599'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 RJ0599'THE MARK IS 2.1 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0633 ***********************************************************************
 RJ0633  DESIGNATION -  M 296
 RJ0633  PID         -  RJ0633
 RJ0633  STATE/COUNTY-  MI/CHIPPEWA
 RJ0633  USGS QUAD   -  PICKFORD (1975)
 RJ0633
 RJ0633                         *CURRENT SURVEY CONTROL
 RJ0633  ___________________________________________________________________
 RJ0633* NAD 83(1986)-  46 13 44.     (N)    084 17 23.     (W)     SCALED    
 RJ0633* NAVD 88     -       182.154  (meters)     597.62   (feet)  ADJUSTED  
 RJ0633  ___________________________________________________________________
 RJ0633  GEOID HEIGHT-         -36.35  (meters)                     GEOID03
 RJ0633  DYNAMIC HT  -         182.163 (meters)     597.65  (feet)  COMP
 RJ0633  MODELED GRAV-     980,659.6   (mgal)                       NAVD 88
 RJ0633
 RJ0633  VERT ORDER  -  FIRST     CLASS 0
 RJ0633
 RJ0633.The horizontal coordinates were scaled from a topographic map and have
 RJ0633.an estimated accuracy of +/- 6 seconds.
 RJ0633
 RJ0633.The orthometric height was determined by differential leveling
 RJ0633.and adjusted by the National Geodetic Survey in June 1991..
 RJ0633
 RJ0633.The geoid height was determined by GEOID03.
 RJ0633
 RJ0633.The dynamic height is computed by dividing the NAVD 88
 RJ0633.geopotential number by the normal gravity value computed on the
 RJ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0633.degrees latitude (g = 980.6199 gals.).
 RJ0633
 RJ0633.The modeled gravity was interpolated from observed gravity values.
 RJ0633
 RJ0633;                    North         East    Units  Estimated Accuracy
 RJ0633;SPC MI N     -   164,240.    8,209,020.      MT  (+/- 180 meters Scaled)
 RJ0633
 RJ0633                          SUPERSEDED SURVEY CONTROL
 RJ0633
 RJ0633.No superseded survey control is available for this station.
 RJ0633
 RJ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS089230(NAD 83)
 RJ0633_MARKER: DB = BENCH MARK DISK
 RJ0633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 RJ0633_SP_SET: BRIDGE ABUTMENT
 RJ0633_STAMPING: M 296 1983
 RJ0633_MARK LOGO: NGS   
 RJ0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0633
 RJ0633  HISTORY     - Date     Condition        Report By
 RJ0633  HISTORY     - 1983     MONUMENTED       NGS
 RJ0633
 RJ0633                          STATION DESCRIPTION
 RJ0633
 RJ0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0633'7.2 KM (4.5 MI) SOUTH FROM BARBEAU.
 RJ0633'7.2 KM (4.5 MI) SOUTH ALONG RIVERSIDE ROAD FROM THE POST OFFICE IN
 RJ0633'BARBEAU TO THE MARK ON THE RIGHT, A DISK SET IN THE NORTHWEST ABUTMENT
 RJ0633'OF A BRIDGE OVER THE LITTLE MUNUSCONG RIVER, 5.5 METERS (18.2 FT) WEST
 RJ0633'OF THE CENTER OF RIVERSIDE ROAD.
 RJ0633'THE MARK IS ABOVE LEVEL WITH RIVERSIDE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0674 ***********************************************************************
 RJ0674  DESIGNATION -  M 297
 RJ0674  PID         -  RJ0674
 RJ0674  STATE/COUNTY-  MI/CHIPPEWA
 RJ0674  USGS QUAD   -  OAK RIDGE (1976)
 RJ0674
 RJ0674                         *CURRENT SURVEY CONTROL
 RJ0674  ___________________________________________________________________
 RJ0674* NAD 83(1986)-  46 18 22.     (N)    084 09 20.     (W)     SCALED    
 RJ0674* NAVD 88     -       199.894  (meters)     655.82   (feet)  ADJUSTED  
 RJ0674  ___________________________________________________________________
 RJ0674  GEOID HEIGHT-         -36.57  (meters)                     GEOID03
 RJ0674  DYNAMIC HT  -         199.904 (meters)     655.85  (feet)  COMP
 RJ0674  MODELED GRAV-     980,663.9   (mgal)                       NAVD 88
 RJ0674
 RJ0674  VERT ORDER  -  FIRST     CLASS 0
 RJ0674
 RJ0674.The horizontal coordinates were scaled from a topographic map and have
 RJ0674.an estimated accuracy of +/- 6 seconds.
 RJ0674
 RJ0674.The orthometric height was determined by differential leveling
 RJ0674.and adjusted by the National Geodetic Survey in June 1991..
 RJ0674
 RJ0674.The geoid height was determined by GEOID03.
 RJ0674
 RJ0674.The dynamic height is computed by dividing the NAVD 88
 RJ0674.geopotential number by the normal gravity value computed on the
 RJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0674.degrees latitude (g = 980.6199 gals.).
 RJ0674
 RJ0674.The modeled gravity was interpolated from observed gravity values.
 RJ0674
 RJ0674;                    North         East    Units  Estimated Accuracy
 RJ0674;SPC MI N     -   173,180.    8,219,050.      MT  (+/- 180 meters Scaled)
 RJ0674
 RJ0674                          SUPERSEDED SURVEY CONTROL
 RJ0674
 RJ0674.No superseded survey control is available for this station.
 RJ0674
 RJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS190319(NAD 83)
 RJ0674_MARKER: I = METAL ROD
 RJ0674_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RJ0674_SP_SET: STAINLESS STEEL ROD
 RJ0674_STAMPING: M 297 1983
 RJ0674_MARK LOGO: NGS   
 RJ0674_PROJECTION: FLUSH
 RJ0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RJ0674_ROD/PIPE-DEPTH: 9.5  meters
 RJ0674
 RJ0674  HISTORY     - Date     Condition        Report By
 RJ0674  HISTORY     - 1983     MONUMENTED       NGS
 RJ0674
 RJ0674                          STATION DESCRIPTION
 RJ0674
 RJ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 RJ0674'6.0 KM (3.75 MI) NE FROM OAK RIDGE.
 RJ0674'4.3 KM (2.65 MI) EAST ALONG 15 MILE ROAD FROM THE NEEBISH ISLAND FERRY
 RJ0674'LANDING IN OAK RIDGE ON NEEBISH ISLAND, THENCE 1.8 KM (1.1 MI) NORTH
 RJ0674'ALONG BRANDER ROAD (A GRAVEL ROAD), JUST SOUTH OF A LOW HILL DROP OFF
 RJ0674'IN THE ROAD, 5.7 METERS (18.6 FT) EAST OF THE APPROXIMATE CENTER OF
 RJ0674'THE ROAD, 0.91 METERS (3.0 FT) EAST OF A TELEGRAPH POLE CIRCLED WITH
 RJ0674'WHITE PAINT, AND 16.3 METERS (53.4 FT) EAST-NORTHEAST OF AND ACROSS
 RJ0674'THE ROAD FROM A POWERLINE POLE.  NOTE, DRIVEN TO REFUSAL.
 RJ0674'THE MARK IS 0.36 METERS  W FROM A WITNESS POST.
 RJ0674'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0371 ***********************************************************************
 QL0371  DESIGNATION -  M 30
 QL0371  PID         -  QL0371
 QL0371  STATE/COUNTY-  MI/MENOMINEE
 QL0371  USGS QUAD   -  NADEAU (1989)
 QL0371
 QL0371                         *CURRENT SURVEY CONTROL
 QL0371  ___________________________________________________________________
 QL0371* NAD 83(1986)-  45 30 30.     (N)    087 35 54.     (W)     SCALED    
 QL0371* NAVD 88     -       221.132  (meters)     725.50   (feet)  ADJUSTED  
 QL0371  ___________________________________________________________________
 QL0371  GEOID HEIGHT-         -36.10  (meters)                     GEOID03
 QL0371  DYNAMIC HT  -         221.120 (meters)     725.46  (feet)  COMP
 QL0371  MODELED GRAV-     980,558.8   (mgal)                       NAVD 88
 QL0371
 QL0371  VERT ORDER  -  FIRST     CLASS II
 QL0371
 QL0371.The horizontal coordinates were scaled from a topographic map and have
 QL0371.an estimated accuracy of +/- 6 seconds.
 QL0371
 QL0371.The orthometric height was determined by differential leveling
 QL0371.and adjusted by the National Geodetic Survey in June 1991..
 QL0371
 QL0371.The geoid height was determined by GEOID03.
 QL0371
 QL0371.The dynamic height is computed by dividing the NAVD 88
 QL0371.geopotential number by the normal gravity value computed on the
 QL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0371.degrees latitude (g = 980.6199 gals.).
 QL0371
 QL0371.The modeled gravity was interpolated from observed gravity values.
 QL0371
 QL0371;                    North         East    Units  Estimated Accuracy
 QL0371;SPC MI N     -    80,760.    7,953,240.      MT  (+/- 180 meters Scaled)
 QL0371
 QL0371                          SUPERSEDED SURVEY CONTROL
 QL0371
 QL0371  NGVD 29 (??/??/92)  221.147  (m)          725.55   (f) ADJ UNCH    1 2
 QL0371
 QL0371.Superseded values are not recommended for survey control.
 QL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0371.See file dsdata.txt to determine how the superseded data were derived.
 QL0371
 QL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR532395(NAD 83)
 QL0371_MARKER: DB = BENCH MARK DISK
 QL0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0371_STAMPING: 725.546 M 30 1930
 QL0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0371+STABILITY: SURFACE MOTION
 QL0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0371+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2001
 QL0371
 QL0371  HISTORY     - Date     Condition        Report By
 QL0371  HISTORY     - 1930     MONUMENTED       CGS
 QL0371  HISTORY     - 1934     GOOD             NGS
 QL0371  HISTORY     - 20010621 GOOD             MIDT
 QL0371  HISTORY     - 20010920 GOOD             JCLS
 QL0371  HISTORY     - 20010920 GOOD             JCLS
 QL0371
 QL0371                          STATION DESCRIPTION
 QL0371
 QL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 QL0371'AT TALBOT.
 QL0371'AT TALBOT, MENOMINEE COUNTY, ON THE CHICAGO AND NORTH WESTERN
 QL0371'RAILWAY, 25 YARDS NORTH OF THE NORTH END OF THE BOXCAR STATION,
 QL0371'50 FEET NORTH OF THE CENTERLINE OF A ROAD, 35.8 FEET EAST OF
 QL0371'THE EAST RAIL, AND 1.7 FEET LOWER THAN THE TRACK.  A STANDARD
 QL0371'DISK, STAMPED 725.546 M 30 1930 AND SET IN THE TOP OF A CONCRETE
 QL0371'POST FLUSH WITH THE GROUND.
 QL0371
 QL0371                          STATION RECOVERY (2001)
 QL0371
 QL0371'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 QL0371'AT TALBOT, ALONG US HWY 41, 1.11 MI N OF COUNTY RD 360, 0.175 MI S OF
 QL0371'COUNTY RD 366, AT ANDREWS LANE NO. 27.  81 FT WSW OF THE C/L OF US-41,
 QL0371'51 FT S OF A UTILITY POLE, 50 FT NNE OF THE LANE, 35.8 FT ESE OF THE
 QL0371'EASTERLY RAIL OF THE RAILROAD, 17 FT W OF THE WEST END OF A CULVERT
 QL0371'HEADWALL, 1.25 FT N OF WITNESS POST, 1 FT BELOW GROUND LEVEL.
 QL0371
 QL0371                          STATION RECOVERY (2001)
 QL0371
 QL0371'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (MRY)
 QL0371'RECOVERED AS DESCRIBED.
 QL0371
 QL0371                          STATION RECOVERY (2001)
 QL0371
 QL0371'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001
 QL0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0532 ***********************************************************************
 QK0532  DESIGNATION -  M 301
 QK0532  PID         -  QK0532
 QK0532  STATE/COUNTY-  MI/CHEBOYGAN
 QK0532  USGS QUAD   -  
 QK0532
 QK0532                         *CURRENT SURVEY CONTROL
 QK0532  ___________________________________________________________________
 QK0532* NAD 83(1986)-  45 39 00.     (N)    084 18 18.     (W)     SCALED    
 QK0532* NAVD 88     -       197.143  (meters)     646.79   (feet)  ADJUSTED  
 QK0532  ___________________________________________________________________
 QK0532  GEOID HEIGHT-         -36.31  (meters)                     GEOID03
 QK0532  DYNAMIC HT  -         197.139 (meters)     646.78  (feet)  COMP
 QK0532  MODELED GRAV-     980,591.2   (mgal)                       NAVD 88
 QK0532
 QK0532  VERT ORDER  -  FIRST     CLASS II
 QK0532
 QK0532.The horizontal coordinates were scaled from a topographic map and have
 QK0532.an estimated accuracy of +/- 6 seconds.
 QK0532
 QK0532.The orthometric height was determined by differential leveling
 QK0532.and adjusted by the National Geodetic Survey in June 1991..
 QK0532
 QK0532.The geoid height was determined by GEOID03.
 QK0532
 QK0532.The dynamic height is computed by dividing the NAVD 88
 QK0532.geopotential number by the normal gravity value computed on the
 QK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0532.degrees latitude (g = 980.6199 gals.).
 QK0532
 QK0532.The modeled gravity was interpolated from observed gravity values.
 QK0532
 QK0532;                    North         East    Units  Estimated Accuracy
 QK0532;SPC MI C     -   259,290.    6,004,810.      MT  (+/- 180 meters Scaled)
 QK0532
 QK0532                          SUPERSEDED SURVEY CONTROL
 QK0532
 QK0532.No superseded survey control is available for this station.
 QK0532
 QK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR099586(NAD 83)
 QK0532_MARKER: I = METAL ROD
 QK0532_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0532_SP_SET: STAINLESS STEEL ROD
 QK0532_STAMPING: M 301 1983
 QK0532_MARK LOGO: NGS   
 QK0532_PROJECTION: FLUSH
 QK0532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0532_ROD/PIPE-DEPTH: 4.99 meters
 QK0532
 QK0532  HISTORY     - Date     Condition        Report By
 QK0532  HISTORY     - 1983     MONUMENTED       NGS
 QK0532
 QK0532                          STATION DESCRIPTION
 QK0532
 QK0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0532'15.0 KM (9.3 MI) EAST FROM CHEBOYGAN.
 QK0532'0.4 KM (0.25 MI) NORTHEAST ALONG STATE HIGHWAY 27 (MAIN STREET) FROM
 QK0532'THE POST OFFICE IN CHEBOYGAN, THENCE 14.5 KM (9.05 MI) EAST ALONG U.S.
 QK0532'HIGHWAY 23 (STATE STREET) AT A GRAVEL PRIVATE DRIVEWAY LEADING
 QK0532'SOUTHWEST TO THE SUMMER RESIDENCE OF BARB AND GORDON MOULDER,
 QK0532'12.80 METERS (42.0 FT) SOUTHWEST OF THE CENTERLINE OF HIGHWAY 23,
 QK0532'7.62 METERS (25.0 FT) NORTHWEST OF THE CENTER OF THE GRAVEL DRIVEWAY,
 QK0532'6.15 METERS (20.2 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A METAL
 QK0532'CURVERT UNDER THE DRIVEWAY, 0.76 METER (2.5 FT) NORTHWEST OF A
 QK0532'TELEPHONE JUNCTION BOX NUMBERED 31308, AND 33.83 METERS (111.0 FT)
 QK0532'NORTH-NORTHWEST OF A NO PASSING ZONE SIGN ON THE SOUTHWEST SIDE OF
 QK0532'HIGHWAY 23.  NOTE, ROD DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 QK0532'THE MARK IS 0.27 METERS  SE FROM A WITNESS POST.
 QK0532'THE MARK IS 0.4 M BELOW HIGHWAY 23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0186 ***********************************************************************
 QJ0186  DESIGNATION -  M 302
 QJ0186  PID         -  QJ0186
 QJ0186  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0186  USGS QUAD   -  MOLTKE (1971)
 QJ0186
 QJ0186                         *CURRENT SURVEY CONTROL
 QJ0186  ___________________________________________________________________
 QJ0186* NAD 83(1986)-  45 28 53.     (N)    083 54 39.     (W)     SCALED    
 QJ0186* NAVD 88     -       199.056  (meters)     653.07   (feet)  ADJUSTED  
 QJ0186  ___________________________________________________________________
 QJ0186  GEOID HEIGHT-         -36.77  (meters)                     GEOID03
 QJ0186  DYNAMIC HT  -         199.048 (meters)     653.04  (feet)  COMP
 QJ0186  MODELED GRAV-     980,571.1   (mgal)                       NAVD 88
 QJ0186
 QJ0186  VERT ORDER  -  FIRST     CLASS II
 QJ0186
 QJ0186.The horizontal coordinates were scaled from a topographic map and have
 QJ0186.an estimated accuracy of +/- 6 seconds.
 QJ0186
 QJ0186.The orthometric height was determined by differential leveling
 QJ0186.and adjusted by the National Geodetic Survey in June 1991..
 QJ0186
 QJ0186.The geoid height was determined by GEOID03.
 QJ0186
 QJ0186.The dynamic height is computed by dividing the NAVD 88
 QJ0186.geopotential number by the normal gravity value computed on the
 QJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0186.degrees latitude (g = 980.6199 gals.).
 QJ0186
 QJ0186.The modeled gravity was interpolated from observed gravity values.
 QJ0186
 QJ0186;                    North         East    Units  Estimated Accuracy
 QJ0186;SPC MI C     -   240,650.    6,035,640.      MT  (+/- 180 meters Scaled)
 QJ0186
 QJ0186                          SUPERSEDED SURVEY CONTROL
 QJ0186
 QJ0186.No superseded survey control is available for this station.
 QJ0186
 QJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL725405(NAD 83)
 QJ0186_MARKER: I = METAL ROD
 QJ0186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QJ0186_SP_SET: STAINLESS STEEL ROD
 QJ0186_STAMPING: M 302 1983
 QJ0186_MARK LOGO: NGS   
 QJ0186_PROJECTION: RECESSED 4 CENTIMETERS
 QJ0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0186_ROD/PIPE-DEPTH: 19.0 meters
 QJ0186
 QJ0186  HISTORY     - Date     Condition        Report By
 QJ0186  HISTORY     - 1983     MONUMENTED       NGS
 QJ0186  HISTORY     - 20030627 GOOD             USPSQD
 QJ0186
 QJ0186                          STATION DESCRIPTION
 QJ0186
 QJ0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0186'10.5 KM (6.5 MI) NW FROM ROGERS CITY.
 QJ0186'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QJ0186'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 8.7 KM (5.4 MI)
 QJ0186'NORTHWEST ALONG U.S. HIGHWAY 23 AT THE NORTHWEST END OF A SAND RIDGE
 QJ0186'LEADING SOUTHEAST ON THE NORTHEAST SIDE OF THE HIGHWAY, IS 0.8 KM
 QJ0186'(0.5 MI) NORTHWEST OF HURON TRAIL ROAD LEADING WEST, 16.76 METERS
 QJ0186'(55.0 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 23, 51.14 METERS
 QJ0186'(167.7 FT) SOUTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE JUNCTION
 QJ0186'BOX WITH A WHITE PRESSURIZED CANISTER WITH THE LETTER F PAINTED ON IT,
 QJ0186'48.31 METERS (158.5 FT) NORTH AND ACROSS THE HIGHWAY FROM THE
 QJ0186'NORTHWEST END OF A METAL GUARDRAIL ANCHORED AT GROUND LEVEL IN A
 QJ0186'CONCRETE BASE, AND 1.21 METERS (4.0 FT) SOUTHWEST OF THE NORTHEAST
 QJ0186'EDGE OF A SAND RIDGE STARTING UP HILL LEADING SOUTHEAST.  NOTE, ROD
 QJ0186'WAS DRIVEN TO REFUSAL AND ANCHORED AT THIS DEPTH.
 QJ0186'THE MARK IS 0.48 METERS  SE FROM A WITNESS POST.
 QJ0186'THE MARK IS 0.8 M ABOVE HIGHWAY 23.
 QJ0186
 QJ0186                          STATION RECOVERY (2003)
 QJ0186
 QJ0186'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QJ0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0703 ***********************************************************************
 OJ0703  DESIGNATION -  M 303
 OJ0703  PID         -  OJ0703
 OJ0703  STATE/COUNTY-  MI/ARENAC
 OJ0703  USGS QUAD   -  STANDISH (1973)
 OJ0703
 OJ0703                         *CURRENT SURVEY CONTROL
 OJ0703  ___________________________________________________________________
 OJ0703* NAD 83(1986)-  43 56 58.     (N)    083 54 41.     (W)     SCALED    
 OJ0703* NAVD 88     -       183.863  (meters)     603.22   (feet)  ADJUSTED  
 OJ0703  ___________________________________________________________________
 OJ0703  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 OJ0703  DYNAMIC HT  -         183.832 (meters)     603.12  (feet)  COMP
 OJ0703  MODELED GRAV-     980,445.9   (mgal)                       NAVD 88
 OJ0703
 OJ0703  VERT ORDER  -  FIRST     CLASS II
 OJ0703
 OJ0703.The horizontal coordinates were scaled from a topographic map and have
 OJ0703.an estimated accuracy of +/- 6 seconds.
 OJ0703
 OJ0703.The orthometric height was determined by differential leveling
 OJ0703.and adjusted by the National Geodetic Survey in June 1991..
 OJ0703
 OJ0703.The geoid height was determined by GEOID03.
 OJ0703
 OJ0703.The dynamic height is computed by dividing the NAVD 88
 OJ0703.geopotential number by the normal gravity value computed on the
 OJ0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0703.degrees latitude (g = 980.6199 gals.).
 OJ0703
 OJ0703.The modeled gravity was interpolated from observed gravity values.
 OJ0703
 OJ0703;                    North         East    Units  Estimated Accuracy
 OJ0703;SPC MI C     -    70,420.    6,036,550.      MT  (+/- 180 meters Scaled)
 OJ0703
 OJ0703                          SUPERSEDED SURVEY CONTROL
 OJ0703
 OJ0703.No superseded survey control is available for this station.
 OJ0703
 OJ0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ663703(NAD 83)
 OJ0703_MARKER: I = METAL ROD
 OJ0703_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OJ0703_SP_SET: STAINLESS STEEL ROD
 OJ0703_STAMPING: M 303 1983
 OJ0703_MARK LOGO: NGS   
 OJ0703_PROJECTION: RECESSED 6 CENTIMETERS
 OJ0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ0703+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2001
 OJ0703_ROD/PIPE-DEPTH: 4.87 meters
 OJ0703
 OJ0703  HISTORY     - Date     Condition        Report By
 OJ0703  HISTORY     - 1983     MONUMENTED       NGS
 OJ0703  HISTORY     - 20010811 GOOD             USPSQD
 OJ0703
 OJ0703                          STATION DESCRIPTION
 OJ0703
 OJ0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 OJ0703'12.9 KM (8.05 MI) NE FROM PINCONNING.
 OJ0703'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 13 FROM THE JUNCTION OF
 OJ0703'PINCONNING ROAD IN PINCONNING, THENCE 1.6 KM (1.0 MI) EAST ALONG CODY
 OJ0703'ESTEY ROAD, THENCE 9.7 KM (6.05 MI) NORTH ALONG SHORE ROAD (WHICH
 OJ0703'TURNS INTO ARENAC STATE ROAD) TO THE MARK ON THE LEFT, 14.90 METERS
 OJ0703'(48.9 FT) WEST OF THE CENTERLINE OF ARENAC STATE ROAD, 35.20 METERS
 OJ0703'(115.5 FT) EAST OF THE SOUTHEAST CORNER OF A LARGE ONE STORY HOUSE,
 OJ0703'AND 0.60 METER (2.0 FT) SOUTH OF THE SOUTH EDGE OF A ROW OF SHRUBS.
 OJ0703'THE MARK IS 0.45 METERS  S FROM A WITNESS POST.
 OJ0703'THE MARK IS 0.60 M BELOW ROAD.
 OJ0703
 OJ0703                          STATION RECOVERY (2001)
 OJ0703
 OJ0703'RECOVERY NOTE BY US POWER SQUADRON 2001 (DL)
 OJ0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0192 ***********************************************************************
 PK0192  DESIGNATION -  M 304
 PK0192  PID         -  PK0192
 PK0192  STATE/COUNTY-  MI/IOSCO
 PK0192  USGS QUAD   -  EAST TAWAS (1989)
 PK0192
 PK0192                         *CURRENT SURVEY CONTROL
 PK0192  ___________________________________________________________________
 PK0192* NAD 83(1986)-  44 19 24.     (N)    083 22 56.     (W)     SCALED    
 PK0192* NAVD 88     -       183.796  (meters)     603.00   (feet)  ADJUSTED  
 PK0192  ___________________________________________________________________
 PK0192  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 PK0192  DYNAMIC HT  -         183.774 (meters)     602.93  (feet)  COMP
 PK0192  MODELED GRAV-     980,499.4   (mgal)                       NAVD 88
 PK0192
 PK0192  VERT ORDER  -  FIRST     CLASS II
 PK0192
 PK0192.The horizontal coordinates were scaled from a topographic map and have
 PK0192.an estimated accuracy of +/- 6 seconds.
 PK0192
 PK0192.The orthometric height was determined by differential leveling
 PK0192.and adjusted by the National Geodetic Survey in June 1991..
 PK0192
 PK0192.The geoid height was determined by GEOID03.
 PK0192
 PK0192.The dynamic height is computed by dividing the NAVD 88
 PK0192.geopotential number by the normal gravity value computed on the
 PK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0192.degrees latitude (g = 980.6199 gals.).
 PK0192
 PK0192.The modeled gravity was interpolated from observed gravity values.
 PK0192
 PK0192;                    North         East    Units  Estimated Accuracy
 PK0192;SPC MI C     -   112,340.    6,078,520.      MT  (+/- 180 meters Scaled)
 PK0192
 PK0192                          SUPERSEDED SURVEY CONTROL
 PK0192
 PK0192.No superseded survey control is available for this station.
 PK0192
 PK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK100105(NAD 83)
 PK0192_MARKER: I = METAL ROD
 PK0192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0192_SP_SET: STAINLESS STEEL ROD
 PK0192_STAMPING: M 304 1983
 PK0192_MARK LOGO: NGS   
 PK0192_PROJECTION: RECESSED 8 CENTIMETERS
 PK0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0192_ROD/PIPE-DEPTH: 15.8 meters
 PK0192
 PK0192  HISTORY     - Date     Condition        Report By
 PK0192  HISTORY     - 1983     MONUMENTED       NGS
 PK0192
 PK0192                          STATION DESCRIPTION
 PK0192
 PK0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0192'12.9 KM (8.05 MI) NE FROM TAWAS CITY.
 PK0192'12.9 KM (8.05 MI) NORTH ALONG LAKE STREET (U.S. HIGHWAY 23) FROM THE
 PK0192'POST OFFICE IN TAWAS CITY TO THE MARK ON THE LEFT, ALSO 0.1 KM
 PK0192'(0.05 MI) SOUTH OF THE JUNCTION OF WALNUT STREET, 15.39 METERS
 PK0192'(50.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 21.49 METERS
 PK0192'(70.5 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHEASTERNMOST
 PK0192'CABIN IN A RESORT, 15.54 METERS (51.0 FT) EAST OF POWERLINE POLE
 PK0192'NUMBER 1469, AND 10.36 METERS (34.0 FT) NORTHEAST OF THE APPROXIMATE
 PK0192'CENTER OF A DIRT ROAD LEADING WEST.
 PK0192'THE MARK IS 0.55 METERS  SE FROM A WITNESS POST.
 PK0192'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0161 ***********************************************************************
 PK0161  DESIGNATION -  M 305
 PK0161  PID         -  PK0161
 PK0161  STATE/COUNTY-  MI/IOSCO
 PK0161  USGS QUAD   -  NATIONAL CITY (1976)
 PK0161
 PK0161                         *CURRENT SURVEY CONTROL
 PK0161  ___________________________________________________________________
 PK0161* NAD 83(1986)-  44 12 00.     (N)    083 43 24.     (W)     SCALED    
 PK0161* NAVD 88     -       194.886  (meters)     639.39   (feet)  ADJUSTED  
 PK0161  ___________________________________________________________________
 PK0161  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PK0161  DYNAMIC HT  -         194.858 (meters)     639.30  (feet)  COMP
 PK0161  MODELED GRAV-     980,467.0   (mgal)                       NAVD 88
 PK0161
 PK0161  VERT ORDER  -  FIRST     CLASS II
 PK0161
 PK0161.The horizontal coordinates were scaled from a topographic map and have
 PK0161.an estimated accuracy of +/- 6 seconds.
 PK0161
 PK0161.The orthometric height was determined by differential leveling
 PK0161.and adjusted by the National Geodetic Survey in June 1991..
 PK0161
 PK0161.The geoid height was determined by GEOID03.
 PK0161
 PK0161.The dynamic height is computed by dividing the NAVD 88
 PK0161.geopotential number by the normal gravity value computed on the
 PK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0161.degrees latitude (g = 980.6199 gals.).
 PK0161
 PK0161.The modeled gravity was interpolated from observed gravity values.
 PK0161
 PK0161;                    North         East    Units  Estimated Accuracy
 PK0161;SPC MI C     -    98,360.    6,051,430.      MT  (+/- 180 meters Scaled)
 PK0161
 PK0161                          SUPERSEDED SURVEY CONTROL
 PK0161
 PK0161.No superseded survey control is available for this station.
 PK0161
 PK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ823976(NAD 83)
 PK0161_MARKER: I = METAL ROD
 PK0161_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0161_SP_SET: STAINLESS STEEL ROD
 PK0161_STAMPING: M 305 1983
 PK0161_MARK LOGO: NGS   
 PK0161_PROJECTION: FLUSH
 PK0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0161_ROD/PIPE-DEPTH: 6.09 meters
 PK0161
 PK0161  HISTORY     - Date     Condition        Report By
 PK0161  HISTORY     - 1983     MONUMENTED       NGS
 PK0161  HISTORY     - 20060114 MARK NOT FOUND   USPSQD
 PK0161
 PK0161                          STATION DESCRIPTION
 PK0161
 PK0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0161'11.3 KM (7.0 MI) NE FROM TURNER.
 PK0161'1.4 KM (0.9 MI) EAST ALONG TURNER ROAD FROM THE JUNCTION OF CRAWFORD
 PK0161'ROAD IN TURNER, THENCE 2.1 KM (1.3 MI) NORTH ALONG LENTNER ROAD,
 PK0161'THENCE 0.4 KM (0.25 MI) EAST ALONG DYER ROAD, THENCE 3.1 KM (1.95 MI)
 PK0161'NORTH ALONG BRITT ROAD, THENCE 3.2 KM (2.0 MI) EAST ALONG TURTLE ROAD,
 PK0161'THENCE 1.0 KM (0.6 MI) NORTH ALONG NATIONAL CITY ROAD TO THE MARK ON
 PK0161'THE LEFT, ALSO 3.9 KM (2.4 MI) SOUTH ALONG NATIONAL CITY ROAD FROM THE
 PK0161'JUNCTION OF WHITTEMORE ROAD IN NATIONAL CITY, 13.62 METERS (44.7 FT)
 PK0161'WEST OF THE CENTERLINE OF NATIONAL CITY ROAD, AND 0.79 METER (2.6 FT)
 PK0161'EAST-NORTHEAST OF A POWERLINE POLE.
 PK0161'THE MARK IS 0.48 METERS  N FROM A WITNESS POST.
 PK0161'THE MARK IS ABOVE LEVEL WITH ROAD.
 PK0161
 PK0161                          STATION RECOVERY (2006)
 PK0161
 PK0161'RECOVERY NOTE BY US POWER SQUADRON 2006 (DMR)
 PK0161'NO WITNESS POST AT THE DESCRIBED LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0199 ***********************************************************************
 PK0199  DESIGNATION -  M 306
 PK0199  PID         -  PK0199
 PK0199  STATE/COUNTY-  MI/IOSCO
 PK0199  USGS QUAD   -  OSCODA (1989)
 PK0199
 PK0199                         *CURRENT SURVEY CONTROL
 PK0199  ___________________________________________________________________
 PK0199* NAD 83(1986)-  44 24 24.     (N)    083 19 24.     (W)     SCALED    
 PK0199* NAVD 88     -       178.082  (meters)     584.26   (feet)  ADJUSTED  
 PK0199  ___________________________________________________________________
 PK0199  GEOID HEIGHT-         -35.27  (meters)                     GEOID03
 PK0199  DYNAMIC HT  -         178.064 (meters)     584.20  (feet)  COMP
 PK0199  MODELED GRAV-     980,513.4   (mgal)                       NAVD 88
 PK0199
 PK0199  VERT ORDER  -  FIRST     CLASS II
 PK0199
 PK0199.The horizontal coordinates were scaled from a topographic map and have
 PK0199.an estimated accuracy of +/- 6 seconds.
 PK0199
 PK0199.The orthometric height was determined by differential leveling
 PK0199.and adjusted by the National Geodetic Survey in June 1991..
 PK0199
 PK0199.The geoid height was determined by GEOID03.
 PK0199
 PK0199.The dynamic height is computed by dividing the NAVD 88
 PK0199.geopotential number by the normal gravity value computed on the
 PK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0199.degrees latitude (g = 980.6199 gals.).
 PK0199
 PK0199.The modeled gravity was interpolated from observed gravity values.
 PK0199
 PK0199;                    North         East    Units  Estimated Accuracy
 PK0199;SPC MI C     -   121,660.    6,083,100.      MT  (+/- 180 meters Scaled)
 PK0199
 PK0199                          SUPERSEDED SURVEY CONTROL
 PK0199
 PK0199.No superseded survey control is available for this station.
 PK0199
 PK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK150196(NAD 83)
 PK0199_MARKER: I = METAL ROD
 PK0199_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PK0199_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PK0199_STAMPING: M 306 1983
 PK0199_MARK LOGO: NGS   
 PK0199_PROJECTION: RECESSED 3 CENTIMETERS
 PK0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PK0199+STABILITY: POSITION/ELEVATION WELL
 PK0199_ROD/PIPE-DEPTH: 14.1 meters
 PK0199_SLEEVE-DEPTH  : 3.96 meters
 PK0199
 PK0199  HISTORY     - Date     Condition        Report By
 PK0199  HISTORY     - 1983     MONUMENTED       NGS
 PK0199
 PK0199                          STATION DESCRIPTION
 PK0199
 PK0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0199'IN AU SABLE.
 PK0199'IN AU SABLE, AT THE DEPARTMENT OF NATURAL RESOURCES PARK LOCATED ABOUT
 PK0199'0.3 KM (0.2 MI) EAST OF THE BRIDGE OVER THE AU SABLE RIVER ON U.S.
 PK0199'HIGHWAY 23, AT THE MOUTH OF THE AU SABLE RIVER, SET AT THE NORTHWEST
 PK0199'CORNER OF A CHAIN LINK FENCE AROUND A BRICK BUILDING THAT WILL BE REST
 PK0199'ROOMS WHEN FINISHED, 5.69 METERS (18.7 FT) NORTHWEST OF THE NORTHWEST
 PK0199'CORNER OF BUILDING, 12.13 METERS (39.8 FT) NORTH-NORTHWEST OF THE
 PK0199'SOUTHWEST CORNER, 1.52 METERS (5.0 FT) NORTHWEST OF THE NORTHWEST
 PK0199'CORNER OF THE CHAIN LINK FENCE, 24.33 METERS (79.5 FT) EAST AND ACROSS
 PK0199'ROAD IN PARK FROM A DOUBLE LIGHT POLE, AND 30.48 METERS (100.0 FT)
 PK0199'SOUTHWEST OF A DOUBLE LIGHT POLE SET IN THE MEDIAN OF PARKING LOT.
 PK0199'THE MARK IS ABOVE LEVEL WITH PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0226 ***********************************************************************
 PK0226  DESIGNATION -  M 307
 PK0226  PID         -  PK0226
 PK0226  STATE/COUNTY-  MI/ALCONA
 PK0226  USGS QUAD   -  HARRISVILLE (1989)
 PK0226
 PK0226                         *CURRENT SURVEY CONTROL
 PK0226  ___________________________________________________________________
 PK0226* NAD 83(1986)-  44 38 14.     (N)    083 18 24.     (W)     SCALED    
 PK0226* NAVD 88     -       192.388  (meters)     631.19   (feet)  ADJUSTED  
 PK0226  ___________________________________________________________________
 PK0226  GEOID HEIGHT-         -35.76  (meters)                     GEOID03
 PK0226  DYNAMIC HT  -         192.368 (meters)     631.13  (feet)  COMP
 PK0226  MODELED GRAV-     980,509.2   (mgal)                       NAVD 88
 PK0226
 PK0226  VERT ORDER  -  FIRST     CLASS II
 PK0226
 PK0226.The horizontal coordinates were scaled from a topographic map and have
 PK0226.an estimated accuracy of +/- 6 seconds.
 PK0226
 PK0226.The orthometric height was determined by differential leveling
 PK0226.and adjusted by the National Geodetic Survey in June 1991..
 PK0226
 PK0226.The geoid height was determined by GEOID03.
 PK0226
 PK0226.The dynamic height is computed by dividing the NAVD 88
 PK0226.geopotential number by the normal gravity value computed on the
 PK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0226.degrees latitude (g = 980.6199 gals.).
 PK0226
 PK0226.The modeled gravity was interpolated from observed gravity values.
 PK0226
 PK0226;                    North         East    Units  Estimated Accuracy
 PK0226;SPC MI C     -   147,290.    6,084,100.      MT  (+/- 180 meters Scaled)
 PK0226
 PK0226                          SUPERSEDED SURVEY CONTROL
 PK0226
 PK0226.No superseded survey control is available for this station.
 PK0226
 PK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK170452(NAD 83)
 PK0226_MARKER: I = METAL ROD
 PK0226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0226_SP_SET: STAINLESS STEEL ROD
 PK0226_STAMPING: M 307 1983
 PK0226_MARK LOGO: NGS   
 PK0226_PROJECTION: FLUSH
 PK0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0226+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2005
 PK0226_ROD/PIPE-DEPTH: 6.09 meters
 PK0226
 PK0226  HISTORY     - Date     Condition        Report By
 PK0226  HISTORY     - 1983     MONUMENTED       NGS
 PK0226  HISTORY     - 19960512 GOOD             USPSQD
 PK0226  HISTORY     - 20050715 GOOD             USPSQD
 PK0226  HISTORY     - 20050715 GOOD             USPSQD
 PK0226
 PK0226                          STATION DESCRIPTION
 PK0226
 PK0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0226'2.6 KM (1.6 MI) SOUTH FROM HARRISVILLE.
 PK0226'2.6 KM (1.6 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF MAIN
 PK0226'STREET IN HARRISVILLE TO THE MARK ON THE LEFT, 20.75 METERS (68.1 FT)
 PK0226'EAST OF THE CENTERLINE OF THE HIGHWAY, 36.79 METERS (120.7 FT)
 PK0226'SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 33.65 METERS (110.4 FT)
 PK0226'SOUTH-SOUTHEAST OF THE SOUTH END OF A CULVERT UNDER THE DRIVEWAY TO
 PK0226'THE HOUSE, 5.36 METERS (17.6 FT) WEST OF THE EAST POWERLINE POLE GUY
 PK0226'WIRE ANCHOR, 3.63 METERS (11.9 FT) NORTH OF THE SOUTH POWERLINE POLE
 PK0226'GUY WIRE ANCHOR, AND 1.28 METERS (4.2 FT) SOUTH OF A POWERLINE POLE
 PK0226'WITH TWO GUY WIRES AND A TRANSFORMER.
 PK0226'THE MARK IS 1.22 METERS  S FROM A WITNESS POST.
 PK0226'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0226
 PK0226                          STATION RECOVERY (1996)
 PK0226
 PK0226'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0226'RECOVERED IN GOOD CONDITION.
 PK0226
 PK0226                          STATION RECOVERY (2005)
 PK0226
 PK0226'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 PK0226'RECOVERED IN GOOD CONDTION.  HOUSE NUMBER IS 771.
 PK0226
 PK0226                          STATION RECOVERY (2005)
 PK0226
 PK0226'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 PK0226'RECOVERED IN GOOD CONDTION.  HOUSE NUMBER IS 771.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0129 ***********************************************************************
 QJ0129  DESIGNATION -  M 308
 QJ0129  PID         -  QJ0129
 QJ0129  STATE/COUNTY-  MI/PRESQUE ISLE
 QJ0129  USGS QUAD   -  THOMPSONS HARBOR (1971)
 QJ0129
 QJ0129                         *CURRENT SURVEY CONTROL
 QJ0129  ___________________________________________________________________
 QJ0129* NAD 83(1986)-  45 15 18.     (N)    083 35 59.     (W)     SCALED    
 QJ0129* NAVD 88     -       226.490  (meters)     743.08   (feet)  ADJUSTED  
 QJ0129  ___________________________________________________________________
 QJ0129  GEOID HEIGHT-         -36.73  (meters)                     GEOID03
 QJ0129  DYNAMIC HT  -         226.476 (meters)     743.03  (feet)  COMP
 QJ0129  MODELED GRAV-     980,551.4   (mgal)                       NAVD 88
 QJ0129
 QJ0129  VERT ORDER  -  FIRST     CLASS II
 QJ0129
 QJ0129.The horizontal coordinates were scaled from a topographic map and have
 QJ0129.an estimated accuracy of +/- 6 seconds.
 QJ0129
 QJ0129.The orthometric height was determined by differential leveling
 QJ0129.and adjusted by the National Geodetic Survey in June 1991..
 QJ0129
 QJ0129.The geoid height was determined by GEOID03.
 QJ0129
 QJ0129.The dynamic height is computed by dividing the NAVD 88
 QJ0129.geopotential number by the normal gravity value computed on the
 QJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0129.degrees latitude (g = 980.6199 gals.).
 QJ0129
 QJ0129.The modeled gravity was interpolated from observed gravity values.
 QJ0129
 QJ0129;                    North         East    Units  Estimated Accuracy
 QJ0129;SPC MI C     -   215,670.    6,060,200.      MT  (+/- 180 meters Scaled)
 QJ0129
 QJ0129                          SUPERSEDED SURVEY CONTROL
 QJ0129
 QJ0129.No superseded survey control is available for this station.
 QJ0129
 QJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL960145(NAD 83)
 QJ0129_MARKER: I = METAL ROD
 QJ0129_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 QJ0129+WITH SETTING: INFORMATION.
 QJ0129_SP_SET: SHALLOW SET METAL ROD
 QJ0129_STAMPING: M 308 1983
 QJ0129_MARK LOGO: NGS   
 QJ0129_PROJECTION: FLUSH
 QJ0129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QJ0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QJ0129+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 QJ0129_ROD/PIPE-DEPTH: 1.12 meters
 QJ0129
 QJ0129  HISTORY     - Date     Condition        Report By
 QJ0129  HISTORY     - 1983     MONUMENTED       NGS
 QJ0129  HISTORY     - 20040809 GOOD             USPSQD
 QJ0129
 QJ0129                          STATION DESCRIPTION
 QJ0129
 QJ0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QJ0129'35.1 KM (21.8 MI) SE FROM ROGERS CITY.
 QJ0129'4.9 KM (3.05 MI) SOUTH ALONG U.S. HIGHWAY 23 BUSINESS (THIRD STREET)
 QJ0129'FROM THE POST OFFICE IN ROGERS CITY, THENCE 23.3 KM (14.5 MI)
 QJ0129'SOUTHEAST ALONG U.S. HIGHWAY 23, THENCE 5.5 KM (3.45 MI) SOUTHWEST
 QJ0129'ALONG GRAND LAKE HIGHWAY, THENCE 2.4 KM (1.5 MI) SOUTH ALONG BOLTON
 QJ0129'ROAD, AT TRACK ROAD LEADING WEST, SET IN THE EAST FENCE LINE OF BOLTON
 QJ0129'ROAD, BETWEEN TWO 6-INCH DIAMETER CEDAR POSTS, 0.8 KM (0.5 MI) NORTH
 QJ0129'OF THE KRAKOW TOWNSHIP HALL, 9.23 METERS (30.3 FT) EAST OF THE CENTER
 QJ0129'OF BOLTON ROAD, 10.05 METERS (33.0 FT) SOUTH OF AN EXTENDED CENTERLINE
 QJ0129'OF THE TRACK ROAD LEADING WEST, 49.37 METERS (162.0 FT)
 QJ0129'SOUTH-SOUTHEAST OF AND ACROSS THE ROAD FROM POWERLINE POLE NUMBER P
 QJ0129'531934 AND A TELEPHONE JUNCTION BOX, 19.2 METERS (63.0 FT)
 QJ0129'EAST-SOUTHEAST AND ACROSS THE ROAD FROM A CORNER FENCE POST, AND
 QJ0129'0.39 METER (1.3 FT) WEST OF A 2-WIRE BARBED WIRE FENCE.  NOTE, THE ROD
 QJ0129'WAS DRIVEN INTO LIMESTONE ROCK AND ANCHORED.
 QJ0129'THE MARK IS 0.30 METERS  NNW FROM A WITNESS POST.
 QJ0129'THE MARK IS ABOVE LEVEL WITH BOLTON ROAD.
 QJ0129
 QJ0129                          STATION RECOVERY (2004)
 QJ0129
 QJ0129'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QJ0129'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0257 ***********************************************************************
 PK0257  CBN         -  This is a Cooperative Base Network Control Station.
 PK0257  DESIGNATION -  M 309
 PK0257  PID         -  PK0257
 PK0257  STATE/COUNTY-  MI/ALPENA
 PK0257  USGS QUAD   -  SPRUCE (1971)
 PK0257
 PK0257                         *CURRENT SURVEY CONTROL
 PK0257  ___________________________________________________________________
 PK0257* NAD 83(1994)-  44 52 04.33392(N)    083 25 46.59451(W)     ADJUSTED  
 PK0257* NAVD 88     -       231.280  (meters)     758.79   (feet)  ADJUSTED  
 PK0257  ___________________________________________________________________
 PK0257  X           -     518,122.314 (meters)                     COMP
 PK0257  Y           -  -4,498,359.730 (meters)                     COMP
 PK0257  Z           -   4,477,091.301 (meters)                     COMP
 PK0257  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 PK0257  ELLIP HEIGHT-         195.24  (meters)          (06/11/02) GPS OBS
 PK0257  GEOID HEIGHT-         -36.05  (meters)                     GEOID03
 PK0257  DYNAMIC HT  -         231.261 (meters)     758.73  (feet)  COMP
 PK0257  MODELED GRAV-     980,526.6   (mgal)                       NAVD 88
 PK0257  OBS GRAVITY -     980,525.6   (mgal)                       GRAV_OBS
 PK0257
 PK0257  HORZ ORDER  -  B
 PK0257  VERT ORDER  -  FIRST     CLASS II
 PK0257  ELLP ORDER  -  FOURTH    CLASS I
 PK0257
 PK0257.The horizontal coordinates were established by GPS observations
 PK0257.and adjusted by the National Geodetic Survey in September 1995..
 PK0257
 PK0257.The orthometric height was determined by differential leveling
 PK0257.and adjusted by the National Geodetic Survey in June 1991..
 PK0257
 PK0257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0257
 PK0257.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0257
 PK0257.The ellipsoidal height was determined by GPS observations
 PK0257.and is referenced to NAD 83.
 PK0257
 PK0257.The geoid height was determined by GEOID03.
 PK0257
 PK0257.The dynamic height is computed by dividing the NAVD 88
 PK0257.geopotential number by the normal gravity value computed on the
 PK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0257.degrees latitude (g = 980.6199 gals.).
 PK0257
 PK0257.The modeled gravity was interpolated from observed gravity values.
 PK0257.The observed gravity was obtained from relative gravimeter ties
 PK0257.to the IGSN71 gravity network.
 PK0257
 PK0257;                    North         East     Units Scale Factor Converg.
 PK0257;SPC MI C     -   172,797.254 6,074,045.551   MT  0.99991357   +0 39 43.0
 PK0257;SPC MI C     -   566,920.12 19,927,970.97   iFT  0.99991357   +0 39 43.0
 PK0257;UTM  17      - 4,971,144.367   308,069.654   MT  1.00005299   -1 42 52.4
 PK0257
 PK0257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0257!SPC MI C     -   0.99996939  x   0.99991357  =   0.99988296
 PK0257!UTM  17      -   0.99996939  x   1.00005299  =   1.00002238
 PK0257
 PK0257                          SUPERSEDED SURVEY CONTROL
 PK0257
 PK0257  ELLIP H (09/20/95)  195.20   (m)                       GP(       ) 1 2
 PK0257  NAD 83(1986)-  44 52 04.32519(N)    083 25 46.59524(W) AD(       ) 1
 PK0257  NAVD 88 (09/29/94)  231.28   (m)          758.8    (f) LEVELING    3  
 PK0257
 PK0257.Superseded values are not recommended for survey control.
 PK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0257.See file dsdata.txt to determine how the superseded data were derived.
 PK0257
 PK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK0807071144(NAD 83)
 PK0257_MARKER: I = METAL ROD
 PK0257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PK0257_SP_SET: STAINLESS STEEL ROD
 PK0257_STAMPING: M 309 1983
 PK0257_MARK LOGO: NGS   
 PK0257_PROJECTION: FLUSH
 PK0257_MAGNETIC: N = NO MAGNETIC MATERIAL
 PK0257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PK0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0257+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 PK0257_ROD/PIPE-DEPTH: 7.31 meters
 PK0257
 PK0257  HISTORY     - Date     Condition        Report By
 PK0257  HISTORY     - 1983     MONUMENTED       NGS
 PK0257  HISTORY     - 19920602 GOOD             MIDT
 PK0257  HISTORY     - 19940602 GOOD             NGS
 PK0257  HISTORY     - 19990804 GOOD             USPSQD
 PK0257  HISTORY     - 20010426 GOOD             MIDT
 PK0257  HISTORY     - 20050829 MARK NOT FOUND   USPSQD
 PK0257
 PK0257                          STATION DESCRIPTION
 PK0257
 PK0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 PK0257'4.1 KM (2.55 MI) SOUTH FROM OSSINEKE.
 PK0257'4.1 KM (2.55 MI) SOUTH ALONG U.S. HIGHWAY 23 FROM THE POST OFFICE IN
 PK0257'OSSINEKE TO THE MARK ON THE RIGHT, 30.27 METERS (99.3 FT) WEST OF THE
 PK0257'CENTERLINE OF THE HIGHWAY, 30.39 METERS (99.7 FT) SOUTH OF A ROW OF
 PK0257'TREES, 1.07 METERS (3.5 FT) WEST OF A POWERLINE POLE WITH A GUY WIRE,
 PK0257'AND 1.00 METERS (3.3 FT) SOUTHEAST OF A GUY WIRE ANCHOR FOR A
 PK0257'POWERLINE POLE.
 PK0257'THE MARK IS 1.07 METERS  W FROM A WITNESS POST.
 PK0257'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 PK0257
 PK0257                          STATION RECOVERY (1992)
 PK0257
 PK0257'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 PK0257'STATION IS LOCATED IN QUAD 440833 AND ON THE SPRUCE QUADRANGLE MAP. IT
 PK0257'IS IN THE NORTHWEST 1/4 OF SECTION 7, T-28-N, R-9-E, ALCONA TOWNSHIP.
 PK0257'ABOUT 16 MILES (25.7 KM) NORTHEAST OF HARRISVILLE, ABOUT 12.75 MILES
 PK0257'(20.52 KM) NORTH OF LINCOLN, ABOUT 2.5 MILES (4.0 KM) SOUTH OF
 PK0257'OSSINEKE, AND ON UNITED STATES HIGHWAY 23 RIGHT-OF-WAY. TO REACH FROM
 PK0257'THE INTERSECTION OF UNITED STATES HIGHWAY 23 AND NICHOLSON HILL ROAD
 PK0257'ON THE SOUTH SIDE OF OSSINEKE, GO SOUTH ON U.S. HIGHWAY 23 FOR 2.55
 PK0257'MILES (4.10 KM) TO STATION ON RIGHT. STATION IS FLUSH WITH GROUND.  IT
 PK0257'IS 99.7 FT (30.4 M) SOUTH OF A ROW OF PINE TREES, 99.3 FT (30.3 M)
 PK0257'WEST OF CENTER OF U.S. HIGHWAY 23, 3.5 FT (1.1 M) WEST OF A UTILITY
 PK0257'POLE, 3.3 FT (1.0 M) SOUTHEAST OF GUY WIRE ANCHOR, AND 1.0 FT (0.3 M)
 PK0257'WEST OF CARSONITE WITNESS POST.
 PK0257
 PK0257                          STATION RECOVERY (1994)
 PK0257
 PK0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 PK0257'STATION IS LOCATED IN QUAD 440833, ABOUT 16 MI (25.7 KM) NORTHEAST
 PK0257'FROM HARRISVILLE, 12.8 MI (20.6 KM) NORTH FROM LINCOLN, 2.5 MI (4.0
 PK0257'KM) SOUTH FROM OSSINEKE, IN THE NORTHWEST 1/4 OF SECTION 35, T29N,
 PK0257'R8E, SANBORN TOWNSHIP.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.  TO REACH
 PK0257'FROM THE INTERSECTION OF U.S.  HIGHWAY 23 WITH NICHOLSON HILL ROAD
 PK0257'SOUTH OF OSSINEKE, GO SOUTH ON U.S.  HIGHWAY 23 FOR 2.55 MILES (4.10
 PK0257'KM) TO THE STATION ON RIGHT.  STATION IS 99.7 FT (30.4 M) SOUTH OF A
 PK0257'PINE TREE ROW, 99.3 FT (30.3 M) WEST OF CENTER OF HIGHWAY 23, 3.5 FT
 PK0257'(1.1 M) WEST OF A UTILITY POLE, 3.3 FT (1.0 M) SOUTHEAST OF GUY WIRE
 PK0257'ANCHOR, AND 1.0 FT (0.3 M) WEST OF FIBERGLASS WITNESS POST.
 PK0257
 PK0257                          STATION RECOVERY (1999)
 PK0257
 PK0257'RECOVERY NOTE BY US POWER SQUADRON 1999
 PK0257'RECOVERED IN GOOD CONDITION.
 PK0257
 PK0257                          STATION RECOVERY (2001)
 PK0257
 PK0257'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (PS)
 PK0257'STATION WAS RECOVERED ON 04-03-2001 BY THE MICHIGAN DEPARTMENT
 PK0257'OF TRANSPORTATION NORTH REGION, (P S),  IN GOOD CONDITION.  STATION
 PK0257'IS GOOD FOR USE WITH G.P.S.
 PK0257' 
 PK0257'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PK0257' 
 PK0257' 
 PK0257' 
 PK0257'
 PK0257
 PK0257                          STATION RECOVERY (2005)
 PK0257
 PK0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (DMR)
 PK0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0275 ***********************************************************************
 OJ0275  DESIGNATION -  M 31
 OJ0275  PID         -  OJ0275
 OJ0275  STATE/COUNTY-  MI/LAPEER
 OJ0275  USGS QUAD   -  LAPEER (1980)
 OJ0275
 OJ0275                         *CURRENT SURVEY CONTROL
 OJ0275  ___________________________________________________________________
 OJ0275* NAD 83(1986)-  43 06 49.     (N)    083 22 28.     (W)     SCALED    
 OJ0275* NAVD 88     -       243.787  (meters)     799.82   (feet)  ADJUSTED  
 OJ0275  ___________________________________________________________________
 OJ0275  GEOID HEIGHT-         -34.30  (meters)                     GEOID03
 OJ0275  DYNAMIC HT  -         243.726 (meters)     799.62  (feet)  COMP
 OJ0275  MODELED GRAV-     980,364.4   (mgal)                       NAVD 88
 OJ0275
 OJ0275  VERT ORDER  -  FIRST     CLASS II
 OJ0275
 OJ0275.The horizontal coordinates were scaled from a topographic map and have
 OJ0275.an estimated accuracy of +/- 6 seconds.
 OJ0275
 OJ0275.The orthometric height was determined by differential leveling
 OJ0275.and adjusted by the National Geodetic Survey in June 1991..
 OJ0275
 OJ0275.The geoid height was determined by GEOID03.
 OJ0275
 OJ0275.The dynamic height is computed by dividing the NAVD 88
 OJ0275.geopotential number by the normal gravity value computed on the
 OJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0275.degrees latitude (g = 980.6199 gals.).
 OJ0275
 OJ0275.The modeled gravity was interpolated from observed gravity values.
 OJ0275
 OJ0275;                    North         East    Units  Estimated Accuracy
 OJ0275;SPC MI S     -   179,710.    4,080,750.      MT  (+/- 180 meters Scaled)
 OJ0275
 OJ0275                          SUPERSEDED SURVEY CONTROL
 OJ0275
 OJ0275  NGVD 29 (??/??/92)  243.932  (m)          800.30   (f) ADJ UNCH    1 2
 OJ0275
 OJ0275.Superseded values are not recommended for survey control.
 OJ0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0275.See file dsdata.txt to determine how the superseded data were derived.
 OJ0275
 OJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH068761(NAD 83)
 OJ0275_MARKER: DB = BENCH MARK DISK
 OJ0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0275_STAMPING: 800.300 M 31 1930
 OJ0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0275+STABILITY: SURFACE MOTION
 OJ0275
 OJ0275  HISTORY     - Date     Condition        Report By
 OJ0275  HISTORY     - 1930     MONUMENTED       CGS
 OJ0275  HISTORY     - 1956     GOOD             NGS
 OJ0275  HISTORY     - 1977     POOR             NGS
 OJ0275  HISTORY     - 19970526 POOR             USPSQD
 OJ0275
 OJ0275                          STATION DESCRIPTION
 OJ0275
 OJ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OJ0275'3.4 MI SE FROM COLUMBIAVILLE.
 OJ0275'3.4 MILES SOUTHEAST ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 OJ0275'STATION AT COLUMBIAVILLE, LAPEER COUNTY, 112 RAILS NORTH OF
 OJ0275'MILEPOST D 65, 27 YARDS SOUTH OF A SECTION-LINE ROAD CROSSING,
 OJ0275'IN FRONT OF THE R.H. DEITRICH RESIDENCE IN 1930, 27.8 FEET WEST
 OJ0275'OF THE WEST RAIL, AND AT THE RIGHT-OF-WAY FENCE.  A STANDARD
 OJ0275'DISK, STAMPED 800.300 M 31 1930 AND SET IN THE TOP OF A CONCRETE
 OJ0275'POST PROJECTING 3 INCHES ABOVE GROUND.
 OJ0275
 OJ0275                          STATION RECOVERY (1977)
 OJ0275
 OJ0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0275'1.4 MILES SOUTHEAST ON PETERS ROAD FROM ITS INTERSECTION WITH
 OJ0275'COLUMBIAVILLE ROAD, IN COLUMBIAVILLE, THEN SOUTH ON CLAM ROAD FOR 2.0
 OJ0275'MILES, THEN EAST ON STANLEY ROAD FOR 0.6 MILES TO ABANDONED NEW YORK
 OJ0275'CENTRAL RAILROAD, 45 YARDS WEST-SOUTHWEST OF THE CENTER OF THE
 OJ0275'INTERSECTION OF STANLEY ROAD AND CARPENTER ROAD, 82 FEET SOUTH OF THE
 OJ0275'CENTER OF STANLEY ROAD 27.8 FEET WEST OF THE WEST ROAD. MARK HAS BEEN
 OJ0275'HIT AND LEANS A LITTLE.
 OJ0275
 OJ0275                          STATION RECOVERY (1997)
 OJ0275
 OJ0275'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0275'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0458 ***********************************************************************
 QK0458  DESIGNATION -  M 311
 QK0458  PID         -  QK0458
 QK0458  STATE/COUNTY-  MI/CHARLEVOIX
 QK0458  USGS QUAD   -  
 QK0458
 QK0458                         *CURRENT SURVEY CONTROL
 QK0458  ___________________________________________________________________
 QK0458* NAD 83(1986)-  45 21 52.     (N)    085 10 10.     (W)     SCALED    
 QK0458* NAVD 88     -       179.703  (meters)     589.58   (feet)  ADJUSTED  
 QK0458  ___________________________________________________________________
 QK0458  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 QK0458  DYNAMIC HT  -         179.697 (meters)     589.56  (feet)  COMP
 QK0458  MODELED GRAV-     980,583.4   (mgal)                       NAVD 88
 QK0458
 QK0458  VERT ORDER  -  FIRST     CLASS II
 QK0458
 QK0458.The horizontal coordinates were scaled from a topographic map and have
 QK0458.an estimated accuracy of +/- 6 seconds.
 QK0458
 QK0458.The orthometric height was determined by differential leveling
 QK0458.and adjusted by the National Geodetic Survey in June 1991..
 QK0458
 QK0458.The geoid height was determined by GEOID03.
 QK0458
 QK0458.The dynamic height is computed by dividing the NAVD 88
 QK0458.geopotential number by the normal gravity value computed on the
 QK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0458.degrees latitude (g = 980.6199 gals.).
 QK0458
 QK0458.The modeled gravity was interpolated from observed gravity values.
 QK0458
 QK0458;                    North         East    Units  Estimated Accuracy
 QK0458;SPC MI C     -   227,860.    5,937,110.      MT  (+/- 180 meters Scaled)
 QK0458
 QK0458                          SUPERSEDED SURVEY CONTROL
 QK0458
 QK0458.No superseded survey control is available for this station.
 QK0458
 QK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR433250(NAD 83)
 QK0458_MARKER: I = METAL ROD
 QK0458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0458_SP_SET: STAINLESS STEEL ROD
 QK0458_STAMPING: M 311 1984
 QK0458_MARK LOGO: NGS   
 QK0458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0458
 QK0458  HISTORY     - Date     Condition        Report By
 QK0458  HISTORY     - 1984     MONUMENTED       NGS
 QK0458
 QK0458                          STATION DESCRIPTION
 QK0458
 QK0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0458'6.5 KM (4.1 MI) SW FROM BAYSHORE.
 QK0458'6.5 KM (4.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0458'TOWNLINE ROAD (EMMET-CHARLEVOIX COUNTY LINE) IN BAYSHORE, 0.1 KM
 QK0458'(0.05 MI) SOUTHWEST OF BURGESS ROAD, 29.5 METERS (97.0 FT) NORTHWEST
 QK0458'OF THE CENTERLINE OF THE HIGHWAY, AND 7.0 METERS (23.0 FT) EAST OF THE
 QK0458'CENTERLINE OF A PUBLIC ACCESS GRAVEL ROAD LEADING NORTHWEST TO THE
 QK0458'BEACH.  A STAINLESS STEEL ROD FLUSH WITH THE GROUND.
 QK0458'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 QK0458'THE MARK IS 0.6 M BELOW CENTERLINE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0488 ***********************************************************************
 QK0488  DESIGNATION -  M 312
 QK0488  PID         -  QK0488
 QK0488  STATE/COUNTY-  MI/ANTRIM
 QK0488  USGS QUAD   -  
 QK0488
 QK0488                         *CURRENT SURVEY CONTROL
 QK0488  ___________________________________________________________________
 QK0488* NAD 83(1986)-  45 04 28.     (N)    085 21 33.     (W)     SCALED    
 QK0488* NAVD 88     -       188.653  (meters)     618.94   (feet)  ADJUSTED  
 QK0488  ___________________________________________________________________
 QK0488  GEOID HEIGHT-         -34.68  (meters)                     GEOID03
 QK0488  DYNAMIC HT  -         188.648 (meters)     618.92  (feet)  COMP
 QK0488  MODELED GRAV-     980,585.0   (mgal)                       NAVD 88
 QK0488
 QK0488  VERT ORDER  -  FIRST     CLASS II
 QK0488
 QK0488.The horizontal coordinates were scaled from a topographic map and have
 QK0488.an estimated accuracy of +/- 6 seconds.
 QK0488
 QK0488.The orthometric height was determined by differential leveling
 QK0488.and adjusted by the National Geodetic Survey in June 1991..
 QK0488
 QK0488.The geoid height was determined by GEOID03.
 QK0488
 QK0488.The dynamic height is computed by dividing the NAVD 88
 QK0488.geopotential number by the normal gravity value computed on the
 QK0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0488.degrees latitude (g = 980.6199 gals.).
 QK0488
 QK0488.The modeled gravity was interpolated from observed gravity values.
 QK0488
 QK0488;                    North         East    Units  Estimated Accuracy
 QK0488;SPC MI C     -   195,800.    5,921,850.      MT  (+/- 180 meters Scaled)
 QK0488
 QK0488                          SUPERSEDED SURVEY CONTROL
 QK0488
 QK0488.No superseded survey control is available for this station.
 QK0488
 QK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ291925(NAD 83)
 QK0488_MARKER: I = METAL ROD
 QK0488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 QK0488_SP_SET: STAINLESS STEEL ROD
 QK0488_STAMPING: M 312 1984
 QK0488_MARK LOGO: NGS   
 QK0488_PROJECTION: FLUSH
 QK0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0488+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2002
 QK0488_ROD/PIPE-DEPTH: 7.3  meters
 QK0488
 QK0488  HISTORY     - Date     Condition        Report By
 QK0488  HISTORY     - 1984     MONUMENTED       NGS
 QK0488  HISTORY     - 19950528 GOOD             USPSQD
 QK0488  HISTORY     - 19991119 GOOD             USPSQD
 QK0488  HISTORY     - 20020704 GOOD             INDIV
 QK0488  HISTORY     - 20040530 GOOD             USPSQD
 QK0488
 QK0488                          STATION DESCRIPTION
 QK0488
 QK0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 QK0488'IN TORCH LAKE.
 QK0488'IN TORCH LAKE, AT THE JUNCTION OF TRAVERSE BAY ROAD LEADING WEST,
 QK0488'21.1 KM (13.2 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 QK0488'RIVER ROAD AT ELK RAPIDS, 15.2 METERS (50.0 FT) WEST OF THE CENTERLINE
 QK0488'OF U.S. HIGHWAY 31, 9.6 METERS (31.5 FT) NORTHEAST OF THE NORTHEAST
 QK0488'CORNER OF A HOUSE AND SHOP, 9.1 METERS (30.0 FT) SOUTH OF THE
 QK0488'CENTERLINE OF TRAVERSE BAY ROAD, AND 4.2 METERS (14.0 FT) SOUTH OF A
 QK0488'FOURTY INCH TWIN TRUNK POPLAR TREE.
 QK0488'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 QK0488'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 QK0488
 QK0488                          STATION RECOVERY (1995)
 QK0488
 QK0488'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0488'RECOVERED IN GOOD CONDITION.
 QK0488
 QK0488                          STATION RECOVERY (1999)
 QK0488
 QK0488'RECOVERY NOTE BY US POWER SQUADRON 1999
 QK0488'RECOVERED IN GOOD CONDITION.
 QK0488
 QK0488                          STATION RECOVERY (2002)
 QK0488
 QK0488'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (SJB)
 QK0488'WITNESS POST IS NOT PRESENT. REFERENCE TO THE TWIN POPLAR TREE IS
 QK0488'STILL VALID.
 QK0488
 QK0488                          STATION RECOVERY (2004)
 QK0488
 QK0488'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0376 ***********************************************************************
 PL0376  DESIGNATION -  M 313
 PL0376  PID         -  PL0376
 PL0376  STATE/COUNTY-  MI/GRAND TRAVERSE
 PL0376  USGS QUAD   -  
 PL0376
 PL0376                         *CURRENT SURVEY CONTROL
 PL0376  ___________________________________________________________________
 PL0376* NAD 83(1986)-  44 45 51.     (N)    085 30 28.     (W)     SCALED    
 PL0376* NAVD 88     -       180.906  (meters)     593.52   (feet)  ADJUSTED  
 PL0376  ___________________________________________________________________
 PL0376  GEOID HEIGHT-         -34.34  (meters)                     GEOID03
 PL0376  DYNAMIC HT  -         180.894 (meters)     593.48  (feet)  COMP
 PL0376  MODELED GRAV-     980,548.3   (mgal)                       NAVD 88
 PL0376
 PL0376  VERT ORDER  -  FIRST     CLASS II
 PL0376
 PL0376.The horizontal coordinates were scaled from a topographic map and have
 PL0376.an estimated accuracy of +/- 6 seconds.
 PL0376
 PL0376.The orthometric height was determined by differential leveling
 PL0376.and adjusted by the National Geodetic Survey in June 1991..
 PL0376
 PL0376.The geoid height was determined by GEOID03.
 PL0376
 PL0376.The dynamic height is computed by dividing the NAVD 88
 PL0376.geopotential number by the normal gravity value computed on the
 PL0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0376.degrees latitude (g = 980.6199 gals.).
 PL0376
 PL0376.The modeled gravity was interpolated from observed gravity values.
 PL0376
 PL0376;                    North         East    Units  Estimated Accuracy
 PL0376;SPC MI C     -   161,480.    5,909,670.      MT  (+/- 180 meters Scaled)
 PL0376
 PL0376                          SUPERSEDED SURVEY CONTROL
 PL0376
 PL0376.No superseded survey control is available for this station.
 PL0376
 PL0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ180578(NAD 83)
 PL0376_MARKER: I = METAL ROD
 PL0376_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 PL0376_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 PL0376_STAMPING: M 313 1984
 PL0376_MARK LOGO: NGS   
 PL0376_PROJECTION: FLUSH
 PL0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PL0376+STABILITY: POSITION/ELEVATION WELL
 PL0376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0376+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2006
 PL0376_ROD/PIPE-DEPTH: 7.3  meters
 PL0376_SLEEVE-DEPTH  : 3.2 meters
 PL0376
 PL0376  HISTORY     - Date     Condition        Report By
 PL0376  HISTORY     - 1984     MONUMENTED       NGS
 PL0376  HISTORY     - 20060410 GOOD             GEOCAC
 PL0376
 PL0376                          STATION DESCRIPTION
 PL0376
 PL0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0376'1.1 KM (0.7 MI) WEST FROM ACME.
 PL0376'1.1 KM (0.7 MI) WEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF STATE
 PL0376'HIGHWAY M 72 EAST IN ACME, AT BUNKER HILL ROAD AND THE ACME POST
 PL0376'OFFICE EAST, 66.6 METERS (218.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY
 PL0376'31, 11.7 METERS (38.5 FT) SOUTH OF A POWERLINE POLE NUMBERED 180,
 PL0376'11.2 METERS (37.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF BUNKER HILL
 PL0376'ROAD, 4.0 METERS (13.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 PL0376'POST OFFICE, AND 1.8 METERS (6.0 FT) WEST OF A FLAG POLE.
 PL0376'THE MARK IS 0.6 M ABOVE CENTER OF BUNKER HILL.
 PL0376
 PL0376                          STATION RECOVERY (2006)
 PL0376
 PL0376'RECOVERY NOTE BY GEOCACHING 2006 (DJF)
 PL0376'HH2 GPS  44 45 52.5 (N)  085 30 22.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0408 ***********************************************************************
 PL0408  DESIGNATION -  M 314
 PL0408  PID         -  PL0408
 PL0408  STATE/COUNTY-  MI/BENZIE
 PL0408  USGS QUAD   -  YUMA (1987)
 PL0408
 PL0408                         *CURRENT SURVEY CONTROL
 PL0408  ___________________________________________________________________
 PL0408* NAD 83(1986)-  44 33 40.     (N)    085 48 07.     (W)     SCALED    
 PL0408* NAVD 88     -       271.068  (meters)     889.33   (feet)  ADJUSTED  
 PL0408  ___________________________________________________________________
 PL0408  GEOID HEIGHT-         -34.62  (meters)                     GEOID03
 PL0408  DYNAMIC HT  -         271.035 (meters)     889.22  (feet)  COMP
 PL0408  MODELED GRAV-     980,488.6   (mgal)                       NAVD 88
 PL0408
 PL0408  VERT ORDER  -  FIRST     CLASS II
 PL0408
 PL0408.The horizontal coordinates were scaled from a topographic map and have
 PL0408.an estimated accuracy of +/- 6 seconds.
 PL0408
 PL0408.The orthometric height was determined by differential leveling
 PL0408.and adjusted by the National Geodetic Survey in June 1991..
 PL0408
 PL0408.The geoid height was determined by GEOID03.
 PL0408
 PL0408.The dynamic height is computed by dividing the NAVD 88
 PL0408.geopotential number by the normal gravity value computed on the
 PL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0408.degrees latitude (g = 980.6199 gals.).
 PL0408
 PL0408.The modeled gravity was interpolated from observed gravity values.
 PL0408
 PL0408;                    North         East    Units  Estimated Accuracy
 PL0408;SPC MI C     -   139,290.    5,885,990.      MT  (+/- 180 meters Scaled)
 PL0408
 PL0408                          SUPERSEDED SURVEY CONTROL
 PL0408
 PL0408.No superseded survey control is available for this station.
 PL0408
 PL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ951348(NAD 83)
 PL0408_MARKER: I = METAL ROD
 PL0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PL0408_SP_SET: STAINLESS STEEL ROD
 PL0408_STAMPING: M 314 1984
 PL0408_MARK LOGO: NGS   
 PL0408_PROJECTION: FLUSH
 PL0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0408_ROD/PIPE-DEPTH: 24.4 meters
 PL0408
 PL0408  HISTORY     - Date     Condition        Report By
 PL0408  HISTORY     - 1984     MONUMENTED       NGS
 PL0408  HISTORY     - 19960816 GOOD             USPSQD
 PL0408
 PL0408                          STATION DESCRIPTION
 PL0408
 PL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PL0408'2.3 KM (1.45 MI) SW FROM KARLIN.
 PL0408'2.3 KM (1.45 MI) SOUTHWEST ALONG COUNTY ROAD 700 FROM THE POST OFFICE
 PL0408'IN KARLIN, AT A GRAVEL ROAD LEADING SOUTHEAST, 36.8 METERS (121.0 FT)
 PL0408'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 57.0 METERS (187.0 FT)
 PL0408'SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBERED 196, 16.4 METERS
 PL0408'(54.0 FT) SOUTHWEST OF THE CENTERLINE OF THE GRAVEL ROAD, AND
 PL0408'3.0 METERS (10.0 FT) SOUTHWEST OF A 24-INCH TWIN TRUNK OAK TREE.
 PL0408'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 PL0408'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF HIGHWAY.
 PL0408
 PL0408                          STATION RECOVERY (1996)
 PL0408
 PL0408'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0312 ***********************************************************************
 OL0312  DESIGNATION -  M 315
 OL0312  PID         -  OL0312
 OL0312  STATE/COUNTY-  MI/OCEANA
 OL0312  USGS QUAD   -  
 OL0312
 OL0312                         *CURRENT SURVEY CONTROL
 OL0312  ___________________________________________________________________
 OL0312* NAD 83(1986)-  43 49 36.     (N)    086 23 54.     (W)     SCALED    
 OL0312* NAVD 88     -       189.259  (meters)     620.93   (feet)  ADJUSTED  
 OL0312  ___________________________________________________________________
 OL0312  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 OL0312  DYNAMIC HT  -         189.224 (meters)     620.81  (feet)  COMP
 OL0312  MODELED GRAV-     980,429.1   (mgal)                       NAVD 88
 OL0312
 OL0312  VERT ORDER  -  FIRST     CLASS II
 OL0312
 OL0312.The horizontal coordinates were scaled from a topographic map and have
 OL0312.an estimated accuracy of +/- 6 seconds.
 OL0312
 OL0312.The orthometric height was determined by differential leveling
 OL0312.and adjusted by the National Geodetic Survey in June 1991..
 OL0312
 OL0312.The geoid height was determined by GEOID03.
 OL0312
 OL0312.The dynamic height is computed by dividing the NAVD 88
 OL0312.geopotential number by the normal gravity value computed on the
 OL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0312.degrees latitude (g = 980.6199 gals.).
 OL0312
 OL0312.The modeled gravity was interpolated from observed gravity values.
 OL0312
 OL0312;                    North         East    Units  Estimated Accuracy
 OL0312;SPC MI S     -   260,430.    3,836,580.      MT  (+/- 180 meters Scaled)
 OL0312
 OL0312                          SUPERSEDED SURVEY CONTROL
 OL0312
 OL0312.No superseded survey control is available for this station.
 OL0312
 OL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP483527(NAD 83)
 OL0312_MARKER: I = METAL ROD
 OL0312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0312_SP_SET: STAINLESS STEEL ROD
 OL0312_STAMPING: M 315 1984
 OL0312_MARK LOGO: NGS   
 OL0312_PROJECTION: FLUSH
 OL0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0312+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 OL0312_ROD/PIPE-DEPTH: 30.4 meters
 OL0312
 OL0312  HISTORY     - Date     Condition        Report By
 OL0312  HISTORY     - 1984     MONUMENTED       NGS
 OL0312  HISTORY     - 19940821 GOOD             USPSQD
 OL0312  HISTORY     - 20011015 GOOD             USPSQD
 OL0312  HISTORY     - 20050521 GOOD             USPSQD
 OL0312
 OL0312                          STATION DESCRIPTION
 OL0312
 OL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0312'6.5 KM (4.05 MI) NE FROM PENTWATER.
 OL0312'6.0 KM (3.7 MI) NORTHERLY ALONG BUSINESS U.S. HIGHWAY 31 (HANCOCK
 OL0312'STREET) FROM THE POST OFFICE IN PENTWATER, THENCE 0.5 KM (0.35 MI)
 OL0312'NORTH ALONG U.S. HIGHWAY 31, AT JACK BROWN TRAILER SALES, 1.0 KM
 OL0312'(0.65 MI) NORTH OF THE WASHINGTON ROAD OVERPASS OVER U.S. HIGHWAY 31,
 OL0312'10.82 METERS (35.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 OL0312'28.04 METERS (92.0 FT) SOUTH OF THE CENTER OF THE NORTH DRIVEWAY
 OL0312'ENTRANCE TO THE TRAILER SALES, 26.97 METERS (88.5 FT) WEST-NORTHWEST
 OL0312'OF THE WEST ENTRANCE TO THE TRAILER SALES OFFICE, 28.65 METERS
 OL0312'(94.0 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 OL0312'FENCE AROUND A PROPANE BULK TANK, 1.09 METERS (3.6 FT) EAST OF A
 OL0312'POWERLINE WITH A TRANSFORMER ATTACHED, AND 0.30 METERS (1.0 FT) WEST
 OL0312'OF A ONE FOOT HIGH METAL FENCE AROUND A PLANTER AREA.  NOTE, DRIVING
 OL0312'RATE MET AND ROD ANCHORED.  NOTE, U.S. HIGHWAY 31 4-LANE ENDS AT THE
 OL0312'MASON OCEANA COUNTY LINES AT THIS TIME.
 OL0312'THE MARK IS 0.36 METERS  NW FROM A WITNESS POST.
 OL0312'THE MARK IS 0.4 M ABOVE HIGHWAY 31.
 OL0312
 OL0312                          STATION RECOVERY (1994)
 OL0312
 OL0312'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0312'RECOVERED IN GOOD CONDITION.
 OL0312
 OL0312                          STATION RECOVERY (2001)
 OL0312
 OL0312'RECOVERY NOTE BY US POWER SQUADRON 2001 (RDT)
 OL0312'RECOVERED IN GOOD CONDITION.
 OL0312
 OL0312                          STATION RECOVERY (2005)
 OL0312
 OL0312'RECOVERY NOTE BY US POWER SQUADRON 2005 (CVA)
 OL0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0345 ***********************************************************************
 OL0345  DESIGNATION -  M 316
 OL0345  PID         -  OL0345
 OL0345  STATE/COUNTY-  MI/MUSKEGON
 OL0345  USGS QUAD   -  
 OL0345
 OL0345                         *CURRENT SURVEY CONTROL
 OL0345  ___________________________________________________________________
 OL0345* NAD 83(1986)-  43 23 55.     (N)    086 18 26.     (W)     SCALED    
 OL0345* NAVD 88     -       205.748  (meters)     675.02   (feet)  ADJUSTED  
 OL0345  ___________________________________________________________________
 OL0345  GEOID HEIGHT-         -34.08  (meters)                     GEOID03
 OL0345  DYNAMIC HT  -         205.708 (meters)     674.89  (feet)  COMP
 OL0345  MODELED GRAV-     980,420.4   (mgal)                       NAVD 88
 OL0345
 OL0345  VERT ORDER  -  FIRST     CLASS II
 OL0345
 OL0345.The horizontal coordinates were scaled from a topographic map and have
 OL0345.an estimated accuracy of +/- 6 seconds.
 OL0345
 OL0345.The orthometric height was determined by differential leveling
 OL0345.and adjusted by the National Geodetic Survey in June 1991..
 OL0345
 OL0345.The geoid height was determined by GEOID03.
 OL0345
 OL0345.The dynamic height is computed by dividing the NAVD 88
 OL0345.geopotential number by the normal gravity value computed on the
 OL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0345.degrees latitude (g = 980.6199 gals.).
 OL0345
 OL0345.The modeled gravity was interpolated from observed gravity values.
 OL0345
 OL0345;                    North         East    Units  Estimated Accuracy
 OL0345;SPC MI S     -   212,710.    3,842,810.      MT  (+/- 180 meters Scaled)
 OL0345
 OL0345                          SUPERSEDED SURVEY CONTROL
 OL0345
 OL0345.No superseded survey control is available for this station.
 OL0345
 OL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP561053(NAD 83)
 OL0345_MARKER: I = METAL ROD
 OL0345_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0345_SP_SET: STAINLESS STEEL ROD
 OL0345_STAMPING: M 316
 OL0345_MARK LOGO: NGS   
 OL0345_PROJECTION: FLUSH
 OL0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0345_ROD/PIPE-DEPTH: 36.6 meters
 OL0345
 OL0345  HISTORY     - Date     Condition        Report By
 OL0345  HISTORY     - 1984     MONUMENTED       NGS
 OL0345  HISTORY     - 19940627 GOOD             USPSQD
 OL0345
 OL0345                          STATION DESCRIPTION
 OL0345
 OL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0345'3.9 KM (2.45 MI) SE FROM WHITEHALL.
 OL0345'0.1 KM (0.05 MI) NORTH ALONG MEARS STREET FROM THE POST OFFICE IN
 OL0345'WHITEHALL, THENCE 2.5 KM (1.55 MI) EAST ALONG COLBY STREET, THENCE
 OL0345'1.3 KM (0.85 MI) SOUTHEAST ALONG WHITEHALL ROAD, AT CRYSTAL LAKE ROAD
 OL0345'INTERSECTION, SET ABOUT 55.47 METERS (182.0 FT) WEST-SOUTHWEST OF THE
 OL0345'CENTER OF THE INTERSECTION, 59.43 METERS (195.0 FT) WEST OF THE
 OL0345'CENTERLINE OF WHITEHALL ROAD, 9.60 METERS (31.5 FT) SOUTH OF THE
 OL0345'CENTER OF CRYSTAL LAKE ROAD, 33.68 METERS (110.5 FT) WEST OF A
 OL0345'POWERLINE POLE WITH A TRANSFORMER ATTACHED, AND 0.6 METER (2.0 FT)
 OL0345'EAST OF A POWERLINE POLE WITH TELEPHONE CABLE AND ELECTRIC CABLE ON
 OL0345'THE WEST AND NORTH SIDE OF THE POLE.  NOTE, ROD DRIVING RATE 20
 OL0345'SECONDS PER FOOT AND ANCHORED.
 OL0345'THE MARK IS 0.18 METERS  W FROM A WITNESS POST.
 OL0345'THE MARK IS 0.3 M BELOW CRYSTAL LAKE ROAD.
 OL0345
 OL0345                          STATION RECOVERY (1994)
 OL0345
 OL0345'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0382 ***********************************************************************
 OL0382  DESIGNATION -  M 317
 OL0382  PID         -  OL0382
 OL0382  STATE/COUNTY-  MI/OTTAWA
 OL0382  USGS QUAD   -  GRAND HAVEN (1980)
 OL0382
 OL0382                         *CURRENT SURVEY CONTROL
 OL0382  ___________________________________________________________________
 OL0382* NAD 83(1986)-  43 03 07.     (N)    086 13 23.     (W)     SCALED    
 OL0382* NAVD 88     -       184.646  (meters)     605.79   (feet)  ADJUSTED  
 OL0382  ___________________________________________________________________
 OL0382  GEOID HEIGHT-         -33.63  (meters)                     GEOID03
 OL0382  DYNAMIC HT  -         184.604 (meters)     605.65  (feet)  COMP
 OL0382  MODELED GRAV-     980,388.8   (mgal)                       NAVD 88
 OL0382
 OL0382  VERT ORDER  -  FIRST     CLASS II
 OL0382
 OL0382.The horizontal coordinates were scaled from a topographic map and have
 OL0382.an estimated accuracy of +/- 6 seconds.
 OL0382
 OL0382.The orthometric height was determined by differential leveling
 OL0382.and adjusted by the National Geodetic Survey in June 1991..
 OL0382
 OL0382.The geoid height was determined by GEOID03.
 OL0382
 OL0382.The dynamic height is computed by dividing the NAVD 88
 OL0382.geopotential number by the normal gravity value computed on the
 OL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0382.degrees latitude (g = 980.6199 gals.).
 OL0382
 OL0382.The modeled gravity was interpolated from observed gravity values.
 OL0382
 OL0382;                    North         East    Units  Estimated Accuracy
 OL0382;SPC MI S     -   174,050.    3,848,780.      MT  (+/- 180 meters Scaled)
 OL0382
 OL0382                          SUPERSEDED SURVEY CONTROL
 OL0382
 OL0382.No superseded survey control is available for this station.
 OL0382
 OL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN632668(NAD 83)
 OL0382_MARKER: I = METAL ROD
 OL0382_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 OL0382_SP_SET: STAINLESS STEEL ROD
 OL0382_STAMPING: M 317
 OL0382_MARK LOGO: NGS   
 OL0382_PROJECTION: FLUSH
 OL0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OL0382_ROD/PIPE-DEPTH: 21.9 meters
 OL0382
 OL0382  HISTORY     - Date     Condition        Report By
 OL0382  HISTORY     - 1984     MONUMENTED       NGS
 OL0382  HISTORY     - 19920418 GOOD             USPSQD
 OL0382  HISTORY     - 19960912 GOOD             USPSQD
 OL0382  HISTORY     - 19970308 GOOD             USPSQD
 OL0382  HISTORY     - 20020325 GOOD             USPSQD
 OL0382  HISTORY     - 20051202 POOR             INDIV
 OL0382
 OL0382                          STATION DESCRIPTION
 OL0382
 OL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0382'IN GRAND HAVEN.
 OL0382'0.7 KM (0.45 MI) EAST ALONG WASHINGTON STREET FROM THE POST OFFICE IN
 OL0382'GRAND HAVEN, THENCE 1.0 KM (0.65 MI) SOUTH ALONG U.S. HIGHWAY 31
 OL0382'(SOUTH BEACON BOULEVARD), THENCE 0.2 KM (0.15 MI) WEST ALONG TAYLOR
 OL0382'AVENUE AT THE CROSSING OF THE CHESAPEAKE AND OHIO RAILROAD,
 OL0382'7.49 METERS (24.6 FT) NORTH OF THE CENTERLINE OF TAYLOR AVENUE,
 OL0382'11.15 METERS (36.6 FT) WEST OF THE WEST RAIL, 23.16 METERS (76.0 FT)
 OL0382'EAST OF AN EXTENDED LINE OF A DOUBLE GLASS DOOR TO THE SOUTH ENTRANCE
 OL0382'OF THE NATIONAL PRODUCTS DISPLAY INCORPORATED, 4.05 METERS (13.3 FT)
 OL0382'SOUTH OF THE SOUTH FACE OF THE NATIONAL PRODUCTS BUILDING, 2.49 METERS
 OL0382'(8.2 FT) EAST OF A FIRE HYDRANT, 1.67 METERS (5.5 FT) EAST-SOUTHEAST
 OL0382'OF A POWERLINE POLE, 0.48 METERS (1.6 FT) WEST-SOUTHWEST OF A GUY WIRE
 OL0382'ANCHOR, AND 0.73 METERS (2.4 FT) SOUTH OF THE SOUTH EDGE OF THE
 OL0382'SIDEWALK.  NOTE, DRIVING RATE MET.
 OL0382'THE MARK IS ABOVE LEVEL WITH TAYLOR AVENUE.
 OL0382
 OL0382                          STATION RECOVERY (1992)
 OL0382
 OL0382'RECOVERY NOTE BY US POWER SQUADRON 1992 (DS)
 OL0382'RECOVERED IN GOOD CONDITION.
 OL0382
 OL0382                          STATION RECOVERY (1996)
 OL0382
 OL0382'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0382'RECOVERED IN GOOD CONDITION.
 OL0382
 OL0382                          STATION RECOVERY (1997)
 OL0382
 OL0382'RECOVERY NOTE BY US POWER SQUADRON 1997
 OL0382'RECOVERED IN GOOD CONDITION.
 OL0382
 OL0382                          STATION RECOVERY (2002)
 OL0382
 OL0382'RECOVERY NOTE BY US POWER SQUADRON 2002 (DS)
 OL0382'RECOVERED IN GOOD CONDITION.
 OL0382
 OL0382                          STATION RECOVERY (2005)
 OL0382
 OL0382'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0382'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0338 ***********************************************************************
 OL0338  DESIGNATION -  M 318
 OL0338  PID         -  OL0338
 OL0338  STATE/COUNTY-  MI/OCEANA
 OL0338  USGS QUAD   -  
 OL0338
 OL0338                         *CURRENT SURVEY CONTROL
 OL0338  ___________________________________________________________________
 OL0338* NAD 83(1986)-  43 33 30.     (N)    086 20 44.     (W)     SCALED    
 OL0338* NAVD 88     -       231.048  (meters)     758.03   (feet)  ADJUSTED  
 OL0338  ___________________________________________________________________
 OL0338  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 OL0338  DYNAMIC HT  -         231.003 (meters)     757.88  (feet)  COMP
 OL0338  MODELED GRAV-     980,420.7   (mgal)                       NAVD 88
 OL0338
 OL0338  VERT ORDER  -  FIRST     CLASS II
 OL0338
 OL0338.The horizontal coordinates were scaled from a topographic map and have
 OL0338.an estimated accuracy of +/- 6 seconds.
 OL0338
 OL0338.The orthometric height was determined by differential leveling
 OL0338.and adjusted by the National Geodetic Survey in June 1991..
 OL0338
 OL0338.The geoid height was determined by GEOID03.
 OL0338
 OL0338.The dynamic height is computed by dividing the NAVD 88
 OL0338.geopotential number by the normal gravity value computed on the
 OL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0338.degrees latitude (g = 980.6199 gals.).
 OL0338
 OL0338.The modeled gravity was interpolated from observed gravity values.
 OL0338
 OL0338;                    North         East    Units  Estimated Accuracy
 OL0338;SPC MI S     -   230,520.    3,840,130.      MT  (+/- 180 meters Scaled)
 OL0338
 OL0338                          SUPERSEDED SURVEY CONTROL
 OL0338
 OL0338.No superseded survey control is available for this station.
 OL0338
 OL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP528230(NAD 83)
 OL0338_MARKER: I = METAL ROD
 OL0338_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OL0338_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OL0338_STAMPING: M 318 1984
 OL0338_MARK LOGO: NGS   
 OL0338_PROJECTION: FLUSH
 OL0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 OL0338+STABILITY: POSITION/ELEVATION WELL
 OL0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0338+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2004
 OL0338_ROD/PIPE-DEPTH: 23.2 meters
 OL0338_SLEEVE-DEPTH  : 3.0 meters
 OL0338
 OL0338  HISTORY     - Date     Condition        Report By
 OL0338  HISTORY     - 1984     MONUMENTED       NGS
 OL0338  HISTORY     - 19940820 GOOD             USPSQD
 OL0338  HISTORY     - 20010928 GOOD             USPSQD
 OL0338  HISTORY     - 20041009 GOOD             USPSQD
 OL0338
 OL0338                          STATION DESCRIPTION
 OL0338
 OL0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 OL0338'IN NEW ERA.
 OL0338'IN NEW ERA, ABOUT ONE BLOCK SOUTH OF THE POST OFFICE, AT THE EAST
 OL0338'ENTRANCE TO THE NEW ERA REFORM CHURCH, 13.0 METERS (42.8 FT) WEST OF
 OL0338'THE CENTERLINE OF THE HIGHWAY (1ST STREET), 1.9 METERS (6.1 FT) EAST
 OL0338'OF THE EAST FACE OF THE BRICK CHURCH SIGN, 2.3 METERS (7.5 FT)
 OL0338'SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK CHURCH SIGN, 5.7 METERS
 OL0338'(18.6 FT) NORTH OF THE NORTH EDGE OF THE CHURCH ENTRANCE SIDEWALK,
 OL0338'2.7 METERS (8.7 FT) WEST OF THE WEST EDGE OF THE STREET SIDEWALK,
 OL0338'28.3 METERS (93.0 FT) SOUTH OF THE APPROXIMATE CENTER OF BLAIR STREET,
 OL0338'AND 12.2 METERS (40.1 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 OL0338'THE CHURCH.  NOTE, DRIVEN TO REQUIRED DRIVING RATE.
 OL0338'THE MARK IS 0.31 M ABOVE 1ST STREET.
 OL0338
 OL0338                          STATION RECOVERY (1994)
 OL0338
 OL0338'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0338'RECOVERED IN GOOD CONDITION.
 OL0338
 OL0338                          STATION RECOVERY (2001)
 OL0338
 OL0338'RECOVERY NOTE BY US POWER SQUADRON 2001 (SJV)
 OL0338'RECOVERED IN GOOD CONDITION.
 OL0338
 OL0338                          STATION RECOVERY (2004)
 OL0338
 OL0338'RECOVERY NOTE BY US POWER SQUADRON 2004 (SVR)
 OL0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0428 ***********************************************************************
 NG0428  DESIGNATION -  M 319
 NG0428  PID         -  NG0428
 NG0428  STATE/COUNTY-  MI/ALLEGAN
 NG0428  USGS QUAD   -  FENNVILLE (1981)
 NG0428
 NG0428                         *CURRENT SURVEY CONTROL
 NG0428  ___________________________________________________________________
 NG0428* NAD 83(1986)-  42 35 40.     (N)    086 06 16.     (W)     SCALED    
 NG0428* NAVD 88     -       200.994  (meters)     659.43   (feet)  ADJUSTED  
 NG0428  ___________________________________________________________________
 NG0428  GEOID HEIGHT-         -33.30  (meters)                     GEOID03
 NG0428  DYNAMIC HT  -         200.940 (meters)     659.25  (feet)  COMP
 NG0428  MODELED GRAV-     980,346.1   (mgal)                       NAVD 88
 NG0428
 NG0428  VERT ORDER  -  FIRST     CLASS II
 NG0428
 NG0428.The horizontal coordinates were scaled from a topographic map and have
 NG0428.an estimated accuracy of +/- 6 seconds.
 NG0428
 NG0428.The orthometric height was determined by differential leveling
 NG0428.and adjusted by the National Geodetic Survey in June 1991..
 NG0428
 NG0428.The geoid height was determined by GEOID03.
 NG0428
 NG0428.The dynamic height is computed by dividing the NAVD 88
 NG0428.geopotential number by the normal gravity value computed on the
 NG0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0428.degrees latitude (g = 980.6199 gals.).
 NG0428
 NG0428.The modeled gravity was interpolated from observed gravity values.
 NG0428
 NG0428;                    North         East    Units  Estimated Accuracy
 NG0428;SPC MI S     -   123,040.    3,857,390.      MT  (+/- 180 meters Scaled)
 NG0428
 NG0428                          SUPERSEDED SURVEY CONTROL
 NG0428
 NG0428.No superseded survey control is available for this station.
 NG0428
 NG0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN734161(NAD 83)
 NG0428_MARKER: I = METAL ROD
 NG0428_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0428_SP_SET: STAINLESS STEEL ROD
 NG0428_STAMPING: M 319 1984
 NG0428_MARK LOGO: NGS   
 NG0428_PROJECTION: FLUSH
 NG0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0428_ROD/PIPE-DEPTH: 25.6 meters
 NG0428
 NG0428  HISTORY     - Date     Condition        Report By
 NG0428  HISTORY     - 1984     MONUMENTED       NGS
 NG0428  HISTORY     - 1988     GOOD             USPSQD
 NG0428  HISTORY     - 19950817 GOOD             USPSQD
 NG0428
 NG0428                          STATION DESCRIPTION
 NG0428
 NG0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NG0428'IN FENNVILLE.
 NG0428'IN FENNVILLE, LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF
 NG0428'STATE HIGHWAY 89 (MAIN STREET) AND SOUTH MAPLE STREET, AT THE
 NG0428'SOUTHEAST CORNER OF THE POST OFFICE, 12.86 METERS (42.2 FT) NORTH OF
 NG0428'THE CENTER OF MAIN STREET, 9.90 METERS (32.5 FT) WEST OF THE CENTER OF
 NG0428'MAPLE STREET, 2.19 METERS (7.2 FT) NORTH OF THE FLAG POLE, 1.52 METERS
 NG0428'(5.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE
 NG0428'BUILDING, 0.91 METERS (3.0 FT) EAST OF THE EAST FACE OF THE BUILDING,
 NG0428'AND 0.57 METERS (1.9 FT) WEST OF THE WEST EDGE OF A SIDEWALK.  NOTE,
 NG0428'DRIVING RATE MET AND ROD ANCHORED.
 NG0428'THE MARK IS 1.0 METERS  SE FROM A WITNESS POST.
 NG0428'THE MARK IS ABOVE LEVEL WITH MAPLE STREET.
 NG0428
 NG0428                          STATION RECOVERY (1988)
 NG0428
 NG0428'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NG0428'RECOVERED IN GOOD CONDITION.
 NG0428
 NG0428                          STATION RECOVERY (1995)
 NG0428
 NG0428'RECOVERY NOTE BY US POWER SQUADRON 1995
 NG0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0639 ***********************************************************************
 NE0639  DESIGNATION -  M 32
 NE0639  PID         -  NE0639
 NE0639  STATE/COUNTY-  MI/WAYNE
 NE0639  USGS QUAD   -  HIGHLAND PARK (1983)
 NE0639
 NE0639                         *CURRENT SURVEY CONTROL
 NE0639  ___________________________________________________________________
 NE0639* NAD 83(1986)-  42 24 57.     (N)    083 02 07.     (W)     SCALED    
 NE0639* NAVD 88     -       191.426  (meters)     628.04   (feet)  ADJUSTED  
 NE0639  ___________________________________________________________________
 NE0639  GEOID HEIGHT-         -34.43  (meters)                     GEOID03
 NE0639  DYNAMIC HT  -         191.371 (meters)     627.86  (feet)  COMP
 NE0639  MODELED GRAV-     980,332.3   (mgal)                       NAVD 88
 NE0639
 NE0639  VERT ORDER  -  FIRST     CLASS II
 NE0639
 NE0639.The horizontal coordinates were scaled from a topographic map and have
 NE0639.an estimated accuracy of +/- 6 seconds.
 NE0639
 NE0639.The orthometric height was determined by differential leveling
 NE0639.and adjusted by the National Geodetic Survey in June 1991..
 NE0639
 NE0639.The geoid height was determined by GEOID03.
 NE0639
 NE0639.The dynamic height is computed by dividing the NAVD 88
 NE0639.geopotential number by the normal gravity value computed on the
 NE0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0639.degrees latitude (g = 980.6199 gals.).
 NE0639
 NE0639.The modeled gravity was interpolated from observed gravity values.
 NE0639
 NE0639;                    North         East    Units  Estimated Accuracy
 NE0639;SPC MI S     -   102,600.    4,109,570.      MT  (+/- 180 meters Scaled)
 NE0639
 NE0639                          SUPERSEDED SURVEY CONTROL
 NE0639
 NE0639  NGVD 29 (??/??/92)  191.573  (m)          628.52   (f) ADJ UNCH    1 2
 NE0639
 NE0639.Superseded values are not recommended for survey control.
 NE0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0639.See file dsdata.txt to determine how the superseded data were derived.
 NE0639
 NE0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG325979(NAD 83)
 NE0639_MARKER: DB = BENCH MARK DISK
 NE0639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0639_SP_SET: CONCRETE FOUNDATION
 NE0639_STAMPING: 628.519 M 32 1930
 NE0639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0639
 NE0639  HISTORY     - Date     Condition        Report By
 NE0639  HISTORY     - 1930     MONUMENTED       CGS
 NE0639  HISTORY     - 1957     GOOD             NGS
 NE0639  HISTORY     - 20050223 MARK NOT FOUND   INDIV
 NE0639
 NE0639                          STATION DESCRIPTION
 NE0639
 NE0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 NE0639'0.8 MI S FROM DETROIT.
 NE0639'0.8 MILE SOUTH ALONG THE MICHIGAN CENTRAL RAILROAD FROM THE
 NE0639'STATION AT NORTH DETROIT, WAYNE COUNTY, ABOUT 1000 FEET EAST OF
 NE0639'THE JUNCTION OF MT. ELLIOT AVENUE AND LUCE STREET, AT THE
 NE0639'JUNCTION OF THE MCRR AND THE DETROIT TERMINAL RAILROAD, IN THE
 NE0639'CONCRETE FOUNDATION OF THE NORTH YARDS SIGNAL TOWER, 20 INCHES
 NE0639'NORTH OF THE SOUTHWEST CORNER AND ABOUT 3 FEET ABOVE THE GROUND.
 NE0639'A STANDARD DISK, STAMPED 628.519 M 32 1930.
 NE0639
 NE0639                          STATION RECOVERY (2005)
 NE0639
 NE0639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NE0639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0252 ***********************************************************************
 PM0252  DESIGNATION -  M 321
 PM0252  PID         -  PM0252
 PM0252  STATE/COUNTY-  MI/MANISTEE
 PM0252  USGS QUAD   -  FREESOIL (1987)
 PM0252
 PM0252                         *CURRENT SURVEY CONTROL
 PM0252  ___________________________________________________________________
 PM0252* NAD 83(1986)-  44 20 36.     (N)    086 08 34.     (W)     SCALED    
 PM0252* NAVD 88     -       229.083  (meters)     751.58   (feet)  ADJUSTED  
 PM0252  ___________________________________________________________________
 PM0252  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 PM0252  DYNAMIC HT  -         229.057 (meters)     751.50  (feet)  COMP
 PM0252  MODELED GRAV-     980,496.4   (mgal)                       NAVD 88
 PM0252
 PM0252  VERT ORDER  -  FIRST     CLASS II
 PM0252
 PM0252.The horizontal coordinates were scaled from a topographic map and have
 PM0252.an estimated accuracy of +/- 6 seconds.
 PM0252
 PM0252.The orthometric height was determined by differential leveling
 PM0252.and adjusted by the National Geodetic Survey in June 1991..
 PM0252
 PM0252.The geoid height was determined by GEOID03.
 PM0252
 PM0252.The dynamic height is computed by dividing the NAVD 88
 PM0252.geopotential number by the normal gravity value computed on the
 PM0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0252.degrees latitude (g = 980.6199 gals.).
 PM0252
 PM0252.The modeled gravity was interpolated from observed gravity values.
 PM0252
 PM0252;                    North         East    Units  Estimated Accuracy
 PM0252;SPC MI C     -   115,640.    5,858,390.      MT  (+/- 180 meters Scaled)
 PM0252
 PM0252                          SUPERSEDED SURVEY CONTROL
 PM0252
 PM0252.No superseded survey control is available for this station.
 PM0252
 PM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ683103(NAD 83)
 PM0252_MARKER: I = METAL ROD
 PM0252_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 PM0252_SP_SET: STAINLESS STEEL ROD
 PM0252_STAMPING: M 321 1984
 PM0252_MARK LOGO: NGS   
 PM0252_PROJECTION: FLUSH
 PM0252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PM0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0252+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2005
 PM0252_ROD/PIPE-DEPTH: 21.9 meters
 PM0252
 PM0252  HISTORY     - Date     Condition        Report By
 PM0252  HISTORY     - 1984     MONUMENTED       NGS
 PM0252  HISTORY     - 19961023 GOOD             USPSQD
 PM0252  HISTORY     - 20010331 GOOD             NGS
 PM0252  HISTORY     - 20051009 GOOD             USPSQD
 PM0252
 PM0252                          STATION DESCRIPTION
 PM0252
 PM0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 PM0252'20.16 KM (12.6 MI) NE FROM MANISTEE.
 PM0252'16.0 KM (10.0 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 PM0252'IN MANISTEE, THENCE 2.56 KM (1.6 MI) NORTHEAST ALONG OLD HIGHWAY 31,
 PM0252'THENCE 1.6 KM (1.0 MI) EAST ALONG LYMAN ROAD TO THE JUNCTION OF
 PM0252'ADAMSON ROAD (NORTH), 9.4 METERS (30.9 FT) SOUTH OF THE CENTERLINE OF
 PM0252'LYMAN ROAD, 32.9 METERS (108.0 FT) WEST OF THE CENTERLINE OF ADAMSON
 PM0252'ROAD, 13.4 METERS (44.0 FT) NORTH OF THE CENTER OF THE OLD RAILROAD
 PM0252'BED, AND 0.6 METER (2.0 FT) SOUTH-SOUTHWEST OF A CORNER FENCE POST.
 PM0252'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 PM0252'THE MARK IS 0.4 M BELOW CENTERLINE OF LYMAN RD.
 PM0252
 PM0252                          STATION RECOVERY (1996)
 PM0252
 PM0252'RECOVERY NOTE BY US POWER SQUADRON 1996
 PM0252'RECOVERED IN GOOD CONDITION.
 PM0252
 PM0252                          STATION RECOVERY (2001)
 PM0252
 PM0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0252' 
 PM0252
 PM0252                          STATION RECOVERY (2005)
 PM0252
 PM0252'RECOVERY NOTE BY US POWER SQUADRON 2005 (SVR)
 PM0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1239 ***********************************************************************
 NF1239  DESIGNATION -  M 322
 NF1239  PID         -  NF1239
 NF1239  STATE/COUNTY-  MI/KALAMAZOO
 NF1239  USGS QUAD   -  KALAMAZOO (1995)
 NF1239
 NF1239                         *CURRENT SURVEY CONTROL
 NF1239  ___________________________________________________________________
 NF1239* NAD 83(1986)-  42 17 37.     (N)    085 36 36.     (W)     SCALED    
 NF1239* NAVD 88     -       282.589  (meters)     927.13   (feet)  ADJUSTED  
 NF1239  ___________________________________________________________________
 NF1239  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF1239  DYNAMIC HT  -         282.502 (meters)     926.84  (feet)  COMP
 NF1239  MODELED GRAV-     980,305.6   (mgal)                       NAVD 88
 NF1239
 NF1239  VERT ORDER  -  FIRST     CLASS II
 NF1239
 NF1239.The horizontal coordinates were scaled from a topographic map and have
 NF1239.an estimated accuracy of +/- 6 seconds.
 NF1239
 NF1239.The orthometric height was determined by differential leveling
 NF1239.and adjusted by the National Geodetic Survey in June 1991..
 NF1239
 NF1239.The geoid height was determined by GEOID03.
 NF1239
 NF1239.The dynamic height is computed by dividing the NAVD 88
 NF1239.geopotential number by the normal gravity value computed on the
 NF1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1239.degrees latitude (g = 980.6199 gals.).
 NF1239
 NF1239.The modeled gravity was interpolated from observed gravity values.
 NF1239
 NF1239;                    North         East    Units  Estimated Accuracy
 NF1239;SPC MI S     -    88,910.    3,897,470.      MT  (+/- 180 meters Scaled)
 NF1239
 NF1239                          SUPERSEDED SURVEY CONTROL
 NF1239
 NF1239  NGVD 29 (01/19/93)  282.723  (m)          927.57   (f) ADJUSTED    1 2
 NF1239
 NF1239.Superseded values are not recommended for survey control.
 NF1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1239.See file dsdata.txt to determine how the superseded data were derived.
 NF1239
 NF1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM145833(NAD 83)
 NF1239_MARKER: I = METAL ROD
 NF1239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1239_SP_SET: STAINLESS STEEL ROD
 NF1239_STAMPING: M 322 1984
 NF1239_MARK LOGO: NGS   
 NF1239_PROJECTION: RECESSED 3 CENTIMETERS
 NF1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1239_ROD/PIPE-DEPTH: 24.4 meters
 NF1239
 NF1239  HISTORY     - Date     Condition        Report By
 NF1239  HISTORY     - 1984     MONUMENTED       NGS
 NF1239  HISTORY     - 19970309 GOOD             USPSQD
 NF1239  HISTORY     - 20021017 GOOD             USPSQD
 NF1239
 NF1239                          STATION DESCRIPTION
 NF1239
 NF1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1239'IN KALAMAZOO.
 NF1239'IN KALAMAZOO, 1627 WEST MAIN STREET, 22.7 M (74.5 FT) SOUTH OF THE
 NF1239'CENTERLINE OF THE STREET, 10.8 M (35.4 FT) EAST OF THE CENTERLINE OF
 NF1239'ARLINGTON AVENUE, 3.7 M (12.1 FT) SOUTH OF THE NORTHWEST CORNER OF THE
 NF1239'SCHOOL BUILDING AT 1627 WEST MAIN STREET, AND 0.8 M (2.6 FT) WEST OF
 NF1239'THE WEST CORNER OF THE SCHOOL BUILDING.  NOTE--ACCESS TO DATUM POINT
 NF1239'IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1239'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 NF1239'THE MARK IS 0.3 M ABOVE THE STREET.
 NF1239
 NF1239                          STATION RECOVERY (1997)
 NF1239
 NF1239'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1239'RECOVERED IN GOOD CONDITION.
 NF1239
 NF1239                          STATION RECOVERY (2002)
 NF1239
 NF1239'RECOVERY NOTE BY US POWER SQUADRON 2002 (SYV)
 NF1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1234 ***********************************************************************
 NF1234  DESIGNATION -  M 323
 NF1234  PID         -  NF1234
 NF1234  STATE/COUNTY-  MI/KALAMAZOO
 NF1234  USGS QUAD   -  KALAMAZOO SW (1979)
 NF1234
 NF1234                         *CURRENT SURVEY CONTROL
 NF1234  ___________________________________________________________________
 NF1234* NAD 83(1986)-  42 20 55.     (N)    085 39 33.     (W)     SCALED    
 NF1234* NAVD 88     -       271.027  (meters)     889.19   (feet)  ADJUSTED  
 NF1234  ___________________________________________________________________
 NF1234  GEOID HEIGHT-         -33.00  (meters)                     GEOID03
 NF1234  DYNAMIC HT  -         270.945 (meters)     888.93  (feet)  COMP
 NF1234  MODELED GRAV-     980,310.1   (mgal)                       NAVD 88
 NF1234
 NF1234  VERT ORDER  -  FIRST     CLASS II
 NF1234
 NF1234.The horizontal coordinates were scaled from a topographic map and have
 NF1234.an estimated accuracy of +/- 6 seconds.
 NF1234
 NF1234.The orthometric height was determined by differential leveling
 NF1234.and adjusted by the National Geodetic Survey in June 1991..
 NF1234
 NF1234.The geoid height was determined by GEOID03.
 NF1234
 NF1234.The dynamic height is computed by dividing the NAVD 88
 NF1234.geopotential number by the normal gravity value computed on the
 NF1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1234.degrees latitude (g = 980.6199 gals.).
 NF1234
 NF1234.The modeled gravity was interpolated from observed gravity values.
 NF1234
 NF1234;                    North         East    Units  Estimated Accuracy
 NF1234;SPC MI S     -    95,080.    3,893,510.      MT  (+/- 180 meters Scaled)
 NF1234
 NF1234                          SUPERSEDED SURVEY CONTROL
 NF1234
 NF1234  NGVD 29 (01/19/93)  271.155  (m)          889.61   (f) ADJUSTED    1 2
 NF1234
 NF1234.Superseded values are not recommended for survey control.
 NF1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1234.See file dsdata.txt to determine how the superseded data were derived.
 NF1234
 NF1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM104893(NAD 83)
 NF1234_MARKER: DB = BENCH MARK DISK
 NF1234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1234_SP_SET: PIER
 NF1234_STAMPING: M 323 1984
 NF1234_MARK LOGO: NGS   
 NF1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1234+STABILITY: POSITION/ELEVATION WELL
 NF1234
 NF1234  HISTORY     - Date     Condition        Report By
 NF1234  HISTORY     - 1984     MONUMENTED       NGS
 NF1234  HISTORY     - 19970309 GOOD             USPSQD
 NF1234
 NF1234                          STATION DESCRIPTION
 NF1234
 NF1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 NF1234'12.9 KM (8.0 MI) WEST FROM KALAMAZOO.
 NF1234'7.0 KM (4.35 MI) WESTERLY ALONG WEST MAIN STREET FROM THE POST OFFICE
 NF1234'IN KALAMAZOO, THENCE 5.9 KM (3.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 NF1234'131, SET VERTICALLY IN THE NORTH FACE OF THE MOST EASTERLY 1 OF 3
 NF1234'PIERS OF THE RAVINE ROAD OVERPASS OF THE HIGHWAY, 7.4 M (24.3 FT) EAST
 NF1234'OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 6.3 M
 NF1234'(20.7 FT) NORTH OF THE CENTER OF THE ROAD.
 NF1234'THE MARK IS 1.4 M ABOVE THE GROUND.
 NF1234
 NF1234                          STATION RECOVERY (1997)
 NF1234
 NF1234'RECOVERY NOTE BY US POWER SQUADRON 1997
 NF1234'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1505 ***********************************************************************
 RL1505  DESIGNATION -  M 324
 RL1505  PID         -  RL1505
 RL1505  STATE/COUNTY-  MI/GOGEBIC
 RL1505  USGS QUAD   -  HARRIS LAKE (1982)
 RL1505
 RL1505                         *CURRENT SURVEY CONTROL
 RL1505  ___________________________________________________________________
 RL1505* NAD 83(1986)-  46 32 48.     (N)    089 48 31.     (W)     SCALED    
 RL1505* NAVD 88     -       407.878  (meters)    1338.18   (feet)  ADJUSTED  
 RL1505  ___________________________________________________________________
 RL1505  GEOID HEIGHT-         -30.69  (meters)                     GEOID03
 RL1505  DYNAMIC HT  -         407.905 (meters)    1338.27  (feet)  COMP
 RL1505  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RL1505
 RL1505  VERT ORDER  -  FIRST     CLASS II
 RL1505
 RL1505.The horizontal coordinates were scaled from a topographic map and have
 RL1505.an estimated accuracy of +/- 6 seconds.
 RL1505
 RL1505.The orthometric height was determined by differential leveling
 RL1505.and adjusted by the National Geodetic Survey in June 1991..
 RL1505
 RL1505.The geoid height was determined by GEOID03.
 RL1505
 RL1505.The dynamic height is computed by dividing the NAVD 88
 RL1505.geopotential number by the normal gravity value computed on the
 RL1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1505.degrees latitude (g = 980.6199 gals.).
 RL1505
 RL1505.The modeled gravity was interpolated from observed gravity values.
 RL1505
 RL1505;                    North         East    Units  Estimated Accuracy
 RL1505;SPC MI N     -   199,800.    7,784,650.      MT  (+/- 180 meters Scaled)
 RL1505
 RL1505                          SUPERSEDED SURVEY CONTROL
 RL1505
 RL1505.No superseded survey control is available for this station.
 RL1505
 RL1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS846586(NAD 83)
 RL1505_MARKER: I = METAL ROD
 RL1505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 RL1505_SP_SET: STAINLESS STEEL ROD
 RL1505_STAMPING: M 324 1985
 RL1505_MARK LOGO: NGS   
 RL1505_PROJECTION: FLUSH
 RL1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL1505+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 RL1505_ROD/PIPE-DEPTH: 12.2 meters
 RL1505
 RL1505  HISTORY     - Date     Condition        Report By
 RL1505  HISTORY     - 1985     MONUMENTED       NGS
 RL1505  HISTORY     - 19990816 GOOD             MIDT
 RL1505  HISTORY     - 20040808 GOOD             USPSQD
 RL1505
 RL1505                          STATION DESCRIPTION
 RL1505
 RL1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1505'13.9 KM (8.65 MI) EAST FROM WAKEFIELD.
 RL1505'13.9 KM (8.65 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1505'WITH U.S. HIGHWAY 2 IN WAKEFIELD, 0.2 KM (0.1 MI) EAST OF A SMALL
 RL1505'HIGHWAY BRIDGE SPANNING TULA CREEK, 30.0 M (98.4 FT) NORTH OF THE
 RL1505'CENTERLINE OF THE HIGHWAY, AND 1.5 M (4.9 FT) WEST OF UTILITY POLE
 RL1505'NUMBER 196.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1505'CAP.
 RL1505'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 RL1505'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1505
 RL1505                          STATION RECOVERY (1999)
 RL1505
 RL1505'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RL1505'MERRIWEATHER, 7.70 MI EAST ALONG M-28 FROM THE JUNCTION OF M-64 AT
 RL1505'MERRIWEATHER, 0.10 MILE EAST OF TULA CREEK BRIDGE.  98.4 FT N OF THE
 RL1505'C/L OF THE HIGHWAY, 4.9 FT W OF A POWER POLE AND 1.0 FT EAST OF A
 RL1505'WITNESS POST.
 RL1505
 RL1505                          STATION RECOVERY (2004)
 RL1505
 RL1505'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1487 ***********************************************************************
 RL1487  DESIGNATION -  M 325
 RL1487  PID         -  RL1487
 RL1487  STATE/COUNTY-  MI/ONTONAGON
 RL1487  USGS QUAD   -  
 RL1487
 RL1487                         *CURRENT SURVEY CONTROL
 RL1487  ___________________________________________________________________
 RL1487* NAD 83(1986)-  46 28 45.     (N)    088 59 28.     (W)     SCALED    
 RL1487* NAVD 88     -       361.761  (meters)    1186.88   (feet)  ADJUSTED  
 RL1487  ___________________________________________________________________
 RL1487  GEOID HEIGHT-         -32.13  (meters)                     GEOID03
 RL1487  DYNAMIC HT  -         361.772 (meters)    1186.91  (feet)  COMP
 RL1487  MODELED GRAV-     980,633.4   (mgal)                       NAVD 88
 RL1487
 RL1487  VERT ORDER  -  FIRST     CLASS II
 RL1487
 RL1487.The horizontal coordinates were scaled from a topographic map and have
 RL1487.an estimated accuracy of +/- 6 seconds.
 RL1487
 RL1487.The orthometric height was determined by differential leveling
 RL1487.and adjusted by the National Geodetic Survey in June 1991..
 RL1487
 RL1487.The geoid height was determined by GEOID03.
 RL1487
 RL1487.The dynamic height is computed by dividing the NAVD 88
 RL1487.geopotential number by the normal gravity value computed on the
 RL1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1487.degrees latitude (g = 980.6199 gals.).
 RL1487
 RL1487.The modeled gravity was interpolated from observed gravity values.
 RL1487
 RL1487;                    North         East    Units  Estimated Accuracy
 RL1487;SPC MI N     -   190,400.    7,847,130.      MT  (+/- 180 meters Scaled)
 RL1487
 RL1487                          SUPERSEDED SURVEY CONTROL
 RL1487
 RL1487.No superseded survey control is available for this station.
 RL1487
 RL1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS471492(NAD 83)
 RL1487_MARKER: I = METAL ROD
 RL1487_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 RL1487_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 RL1487_STAMPING: M 325 1985
 RL1487_MARK LOGO: NGS   
 RL1487_PROJECTION: FLUSH
 RL1487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RL1487+STABILITY: POSITION/ELEVATION WELL
 RL1487_ROD/PIPE-DEPTH: 13.4 meters
 RL1487_SLEEVE-DEPTH  : 6.1 meters
 RL1487
 RL1487  HISTORY     - Date     Condition        Report By
 RL1487  HISTORY     - 1985     MONUMENTED       NGS
 RL1487  HISTORY     - 1989     GOOD             USPSQD
 RL1487
 RL1487                          STATION DESCRIPTION
 RL1487
 RL1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1487'18.8 KM (11.7 MI) EAST FROM BRUCE CROSSING.
 RL1487'18.8 KM (11.7 MI) EASTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION
 RL1487'WITH U.S. HIGHWAY 45 IN BRUCE CROSSING, AT THE ONTONAGON-HOUGHTON
 RL1487'COUNTY LINE, 49.6 M (162.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 RL1487'14.0 M (45.9 FT) EAST OF THE CENTER OF COUNTY LINE ROAD, AND 5.3 M
 RL1487'(17.4 FT) SOUTHEAST OF THE NORTHWEST END OF A FENCE.  NOTE--ACCESS TO
 RL1487'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 RL1487'THE MARK IS 0.8 METERS  SW FROM  A WITNESS POST AND FENCE
 RL1487'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 RL1487
 RL1487                          STATION RECOVERY (1989)
 RL1487
 RL1487'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0453 ***********************************************************************
 NG0453  DESIGNATION -  M 326
 NG0453  PID         -  NG0453
 NG0453  STATE/COUNTY-  MI/BERRIEN
 NG0453  USGS QUAD   -  BENTON HARBOR (1980)
 NG0453
 NG0453                         *CURRENT SURVEY CONTROL
 NG0453  ___________________________________________________________________
 NG0453* NAD 83(1986)-  42 06 57.     (N)    086 28 47.     (W)     SCALED    
 NG0453* NAVD 88     -       180.606  (meters)     592.54   (feet)  ADJUSTED  
 NG0453  ___________________________________________________________________
 NG0453  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 NG0453  DYNAMIC HT  -         180.546 (meters)     592.34  (feet)  COMP
 NG0453  MODELED GRAV-     980,287.6   (mgal)                       NAVD 88
 NG0453
 NG0453  VERT ORDER  -  FIRST     CLASS II
 NG0453
 NG0453.The horizontal coordinates were scaled from a topographic map and have
 NG0453.an estimated accuracy of +/- 6 seconds.
 NG0453
 NG0453.The orthometric height was determined by differential leveling
 NG0453.and adjusted by the National Geodetic Survey in June 1991..
 NG0453
 NG0453.The geoid height was determined by GEOID03.
 NG0453
 NG0453.The dynamic height is computed by dividing the NAVD 88
 NG0453.geopotential number by the normal gravity value computed on the
 NG0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0453.degrees latitude (g = 980.6199 gals.).
 NG0453
 NG0453.The modeled gravity was interpolated from observed gravity values.
 NG0453
 NG0453;                    North         East    Units  Estimated Accuracy
 NG0453;SPC MI S     -    70,600.    3,825,270.      MT  (+/- 180 meters Scaled)
 NG0453
 NG0453                          SUPERSEDED SURVEY CONTROL
 NG0453
 NG0453  NGVD 29 (01/19/93)  180.765  (m)          593.06   (f) ADJUSTED    1 2
 NG0453
 NG0453.Superseded values are not recommended for survey control.
 NG0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0453.See file dsdata.txt to determine how the superseded data were derived.
 NG0453
 NG0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM430627(NAD 83)
 NG0453_MARKER: I = METAL ROD
 NG0453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0453_SP_SET: STAINLESS STEEL ROD
 NG0453_STAMPING: M 326 1985
 NG0453_MARK LOGO: NGS   
 NG0453_PROJECTION: RECESSED 2 CENTIMETERS
 NG0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0453_ROD/PIPE-DEPTH: 19.5 meters
 NG0453
 NG0453  HISTORY     - Date     Condition        Report By
 NG0453  HISTORY     - 1985     MONUMENTED       NGS
 NG0453  HISTORY     - 20060803 GOOD             WILCOX
 NG0453
 NG0453                          STATION DESCRIPTION
 NG0453
 NG0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0453'IN ST JOSEPH.
 NG0453'IN ST JOSEPH, AT THE INTERSECTION OF UPTON DRIVE AND THE CHESAPEAKE
 NG0453'AND OHIO RAILROAD, 12.8 M (42.0 FT) WEST OF THE CENTERLINE OF THE
 NG0453'DRIVE, 5.1 M (16.7 FT) NORTH OF THE NEAR RAIL, AND 4.4 M (14.4 FT)
 NG0453'WEST-SOUTHWEST OF A POLE SUPPORTING A RAILROAD CROSSING BAR.
 NG0453'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NG0453'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 NG0453
 NG0453                          STATION RECOVERY (2006)
 NG0453
 NG0453'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2006 (MV)
 NG0453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1157 ***********************************************************************
 NF1157  DESIGNATION -  M 327
 NF1157  PID         -  NF1157
 NF1157  STATE/COUNTY-  MI/JACKSON
 NF1157  USGS QUAD   -  JACKSON SOUTH (1976)
 NF1157
 NF1157                         *CURRENT SURVEY CONTROL
 NF1157  ___________________________________________________________________
 NF1157* NAD 83(1986)-  42 14 34.     (N)    084 24 33.     (W)     SCALED    
 NF1157* NAVD 88     -       300.079  (meters)     984.51   (feet)  ADJUSTED  
 NF1157  ___________________________________________________________________
 NF1157  GEOID HEIGHT-         -34.18  (meters)                     GEOID03
 NF1157  DYNAMIC HT  -         299.971 (meters)     984.15  (feet)  COMP
 NF1157  MODELED GRAV-     980,255.0   (mgal)                       NAVD 88
 NF1157
 NF1157  VERT ORDER  -  FIRST     CLASS II
 NF1157
 NF1157.The horizontal coordinates were scaled from a topographic map and have
 NF1157.an estimated accuracy of +/- 6 seconds.
 NF1157
 NF1157.The orthometric height was determined by differential leveling
 NF1157.and adjusted by the National Geodetic Survey in June 1991..
 NF1157
 NF1157.The geoid height was determined by GEOID03.
 NF1157
 NF1157.The dynamic height is computed by dividing the NAVD 88
 NF1157.geopotential number by the normal gravity value computed on the
 NF1157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1157.degrees latitude (g = 980.6199 gals.).
 NF1157
 NF1157.The modeled gravity was interpolated from observed gravity values.
 NF1157
 NF1157;                    North         East    Units  Estimated Accuracy
 NF1157;SPC MI S     -    82,510.    3,996,490.      MT  (+/- 180 meters Scaled)
 NF1157
 NF1157                          SUPERSEDED SURVEY CONTROL
 NF1157
 NF1157  NGVD 29 (01/19/93)  300.200  (m)          984.91   (f) ADJUSTED    1 2
 NF1157
 NF1157.Superseded values are not recommended for survey control.
 NF1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1157.See file dsdata.txt to determine how the superseded data were derived.
 NF1157
 NF1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM137799(NAD 83)
 NF1157_MARKER: F = FLANGE-ENCASED ROD
 NF1157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1157_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1157_STAMPING: M 327 1985
 NF1157_MARK LOGO: NGS   
 NF1157_PROJECTION: FLUSH
 NF1157_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 NF1157+STABILITY: POSITION/ELEVATION WELL
 NF1157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1157+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 NF1157_ROD/PIPE-DEPTH: 13.1 meters
 NF1157_SLEEVE-DEPTH  : 5.2 meters
 NF1157
 NF1157  HISTORY     - Date     Condition        Report By
 NF1157  HISTORY     - 1985     MONUMENTED       NGS
 NF1157  HISTORY     - 19910707 GOOD             USPSQD
 NF1157  HISTORY     - 19921116 GOOD             NGS
 NF1157  HISTORY     - 20000713 GOOD             NGS
 NF1157  HISTORY     - 20050710 GOOD             GEOCAC
 NF1157
 NF1157                          STATION DESCRIPTION
 NF1157
 NF1157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1157'IN JACKSON.
 NF1157'IN JACKSON, AT THE INTERSECTION OF GREENWOOD PLACE AND WEST MASON
 NF1157'STREET, IN THE NORTHWEST CORNER OF GOVERNOR AUSTIN BLAIR MEMORIAL
 NF1157'PARK, 32.3 M (106.0 FT) WEST OF THE CENTER OF SOUTH JACKSON STREET,
 NF1157'23.4 M (76.8 FT) SOUTH OF THE CENTER OF THE STREET, 11.2 M (36.7 FT)
 NF1157'EAST OF THE CENTER OF THE PLACE, AND 6.0 M (19.7 FT) EAST-NORTHEAST OF
 NF1157'A UTILITY POLE WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 NF1157'THROUGH A 5-INCH LOGO CAP.
 NF1157'THE MARK IS 0.6 M ABOVE GREENWOOD PLACE.
 NF1157
 NF1157                          STATION RECOVERY (1991)
 NF1157
 NF1157'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1157'RECOVERED IN GOOD CONDITION.
 NF1157
 NF1157                          STATION RECOVERY (1992)
 NF1157
 NF1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1157'IN JACKSON, AT THE INTERSECTION OF GREENWOOD PLACE AND MASON STREET,
 NF1157'NEAR THE NORTHWEST CORNER OF THE GOVERNOR AUSTIN BLAIR MEMORIAL PARK,
 NF1157'32.3 M (106.0 FT) WEST OF THE CENTER OF JACKSON STREET, 23.4 M (76.8
 NF1157'FT) SOUTH OF THE STREET CENTER, 11.2 M (36.7 FT) EAST OF THE PLACE
 NF1157'CENTER, 6.0 M (19.7 FT) EAST-NORTHEAST OF EAST-NORTHEAST OF 2 GUY
 NF1157'CABLES, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREETS.
 NF1157'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1157
 NF1157                          STATION RECOVERY (2000)
 NF1157
 NF1157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1157'RECOVERED AS DESCRIBED.
 NF1157
 NF1157                          STATION RECOVERY (2005)
 NF1157
 NF1157'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 NF1157'HANDHELD COORDINATES ARE N42-14-34.38 W084-24-33.36.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1456 ***********************************************************************
 RL1456  DESIGNATION -  M 328
 RL1456  PID         -  RL1456
 RL1456  STATE/COUNTY-  MI/MARQUETTE
 RL1456  USGS QUAD   -  MICHIGAMME (1956)
 RL1456
 RL1456                         *CURRENT SURVEY CONTROL
 RL1456  ___________________________________________________________________
 RL1456* NAD 83(1986)-  46 32 12.     (N)    088 01 08.     (W)     SCALED    
 RL1456* NAVD 88     -       486.949  (meters)    1597.60   (feet)  ADJUSTED  
 RL1456  ___________________________________________________________________
 RL1456  GEOID HEIGHT-         -33.39  (meters)                     GEOID03
 RL1456  DYNAMIC HT  -         486.969 (meters)    1597.66  (feet)  COMP
 RL1456  MODELED GRAV-     980,639.3   (mgal)                       NAVD 88
 RL1456
 RL1456  VERT ORDER  -  FIRST     CLASS II
 RL1456
 RL1456.The horizontal coordinates were scaled from a topographic map and have
 RL1456.an estimated accuracy of +/- 6 seconds.
 RL1456
 RL1456.The orthometric height was determined by differential leveling
 RL1456.and adjusted by the National Geodetic Survey in June 1991..
 RL1456
 RL1456.The geoid height was determined by GEOID03.
 RL1456
 RL1456.The dynamic height is computed by dividing the NAVD 88
 RL1456.geopotential number by the normal gravity value computed on the
 RL1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1456.degrees latitude (g = 980.6199 gals.).
 RL1456
 RL1456.The modeled gravity was interpolated from observed gravity values.
 RL1456
 RL1456;                    North         East    Units  Estimated Accuracy
 RL1456;SPC MI N     -   195,380.    7,921,850.      MT  (+/- 180 meters Scaled)
 RL1456
 RL1456                          SUPERSEDED SURVEY CONTROL
 RL1456
 RL1456.No superseded survey control is available for this station.
 RL1456
 RL1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS218541(NAD 83)
 RL1456_MARKER: I = METAL ROD
 RL1456_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 RL1456+WITH SETTING: INFORMATION.
 RL1456_SP_SET: SHALLOW-SET METAL ROD
 RL1456_STAMPING: M 328 1985
 RL1456_MARK LOGO: NGS   
 RL1456_PROJECTION: FLUSH
 RL1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL1456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RL1456+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2005
 RL1456_ROD/PIPE-DEPTH: 1.8  meters
 RL1456
 RL1456  HISTORY     - Date     Condition        Report By
 RL1456  HISTORY     - 1985     MONUMENTED       NGS
 RL1456  HISTORY     - 19990922 GOOD             USPSQD
 RL1456  HISTORY     - 20050919 GOOD             MIDT
 RL1456
 RL1456                          STATION DESCRIPTION
 RL1456
 RL1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RL1456'4.8 KM (3.0 MI) WEST FROM CHAMPION.
 RL1456'4.8 KM (3.0 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 RL1456'IN CHAMPION, 1.5 KM (0.95 MI) WEST OF A HIGHWAY BRIDGE OVER THE
 RL1456'PESHEKEE RIVER, 37.2 M (122.0 FT) NORTH OF THE CENTERLINE OF THE
 RL1456'HIGHWAY, 25.5 M (83.7 FT) EAST OF THE EXTENDED CENTER OF A FIELD
 RL1456'ENTRANCE, 2.4 M (7.9 FT) SOUTH OF THE NORTH LEG OF A DOUBLE UTILITY
 RL1456'POLE, AND 2.2 M (7.2 FT) NORTH OF THE SOUTH LEG OF DOUBLE UTILITY POLE
 RL1456'NUMBER 173.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 RL1456'CAP.
 RL1456'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 RL1456'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 RL1456
 RL1456                          STATION RECOVERY (1999)
 RL1456
 RL1456'RECOVERY NOTE BY US POWER SQUADRON 1999
 RL1456'RECOVERED IN GOOD CONDITION.
 RL1456
 RL1456                          STATION RECOVERY (2005)
 RL1456
 RL1456'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2005 (BLJ)
 RL1456'STATIC GPS OBS. WOULD BE POSSIBLE, BUT RTK ANTENNA USE WOULD NOT BE
 RL1456'RECOMMENDED DUE TO OVERHEAD ELECTRICAL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0459 ***********************************************************************
 RK0459  DESIGNATION -  M 329
 RK0459  PID         -  RK0459
 RK0459  STATE/COUNTY-  MI/MARQUETTE
 RK0459  USGS QUAD   -  MARQUETTE (1975)
 RK0459
 RK0459                         *CURRENT SURVEY CONTROL
 RK0459  ___________________________________________________________________
 RK0459* NAD 83(1986)-  46 32 21.     (N)    087 29 39.     (W)     SCALED    
 RK0459* NAVD 88     -       372.342  (meters)    1221.59   (feet)  ADJUSTED  
 RK0459  ___________________________________________________________________
 RK0459  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 RK0459  DYNAMIC HT  -         372.369 (meters)    1221.68  (feet)  COMP
 RK0459  MODELED GRAV-     980,674.8   (mgal)                       NAVD 88
 RK0459
 RK0459  VERT ORDER  -  FIRST     CLASS II
 RK0459
 RK0459.The horizontal coordinates were scaled from a topographic map and have
 RK0459.an estimated accuracy of +/- 6 seconds.
 RK0459
 RK0459.The orthometric height was determined by differential leveling
 RK0459.and adjusted by the National Geodetic Survey in June 1991..
 RK0459
 RK0459.The geoid height was determined by GEOID03.
 RK0459
 RK0459.The dynamic height is computed by dividing the NAVD 88
 RK0459.geopotential number by the normal gravity value computed on the
 RK0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0459.degrees latitude (g = 980.6199 gals.).
 RK0459
 RK0459.The modeled gravity was interpolated from observed gravity values.
 RK0459
 RK0459;                    North         East    Units  Estimated Accuracy
 RK0459;SPC MI N     -   195,270.    7,962,100.      MT  (+/- 180 meters Scaled)
 RK0459
 RK0459                          SUPERSEDED SURVEY CONTROL
 RK0459
 RK0459.No superseded survey control is available for this station.
 RK0459
 RK0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS621540(NAD 83)
 RK0459_MARKER: I = METAL ROD
 RK0459_SETTING: 66 = SET IN ROCK OUTCROP
 RK0459_SP_SET: ROCK OUTCROP
 RK0459_STAMPING: M 329 1985
 RK0459_MARK LOGO: NGS   
 RK0459_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 RK0459+STABILITY: POSITION/ELEVATION WELL
 RK0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RK0459+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1999
 RK0459
 RK0459  HISTORY     - Date     Condition        Report By
 RK0459  HISTORY     - 1985     MONUMENTED       NGS
 RK0459  HISTORY     - 19990712 GOOD             MIDT
 RK0459  HISTORY     - 20050904 GOOD             USPSQD
 RK0459
 RK0459                          STATION DESCRIPTION
 RK0459
 RK0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 RK0459'5.5 KM (3.4 MI) WEST FROM MARQUETTE.
 RK0459'5.5 KM (3.4 MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH
 RK0459'WASHINGTON STREET IN MARQUETTE, IN THE SOUTHWESTERN 1/3 OF A 30 BY 249
 RK0459'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 57.0 M (187.0 FT)
 RK0459'NORTHEAST OF THE SOUTHEAST ABUTMENT OF THE LAKE SUPERIOR AND ISHPEMING
 RK0459'RAILROAD OVERPASS OF THE HIGHWAY, 15.5 M (50.9 FT) NORTHEAST OF THE
 RK0459'SOUTHWEST END OF THE CUT, AND 11.1 M (36.4 FT) SOUTHEAST OF THE
 RK0459'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY.
 RK0459'THE MARK IS 0.6 METERS  SW FROM  A WITNESS POST
 RK0459'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 RK0459
 RK0459                          STATION RECOVERY (1999)
 RK0459
 RK0459'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1999 (SHN)
 RK0459'NOTE--MARKER IS A BENCH MARK DISK NOT A METAL ROD.
 RK0459
 RK0459                          STATION RECOVERY (2005)
 RK0459
 RK0459'RECOVERY NOTE BY US POWER SQUADRON 2005 (AEA)
 RK0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1163 ***********************************************************************
 NF1163  DESIGNATION -  M 330
 NF1163  PID         -  NF1163
 NF1163  STATE/COUNTY-  MI/JACKSON
 NF1163  USGS QUAD   -  JACKSON NORTH (1976)
 NF1163
 NF1163                         *CURRENT SURVEY CONTROL
 NF1163  ___________________________________________________________________
 NF1163* NAD 83(1986)-  42 15 17.     (N)    084 28 36.     (W)     SCALED    
 NF1163* NAVD 88     -       300.163  (meters)     984.78   (feet)  ADJUSTED  
 NF1163  ___________________________________________________________________
 NF1163  GEOID HEIGHT-         -34.14  (meters)                     GEOID03
 NF1163  DYNAMIC HT  -         300.055 (meters)     984.43  (feet)  COMP
 NF1163  MODELED GRAV-     980,256.0   (mgal)                       NAVD 88
 NF1163
 NF1163  VERT ORDER  -  FIRST     CLASS II
 NF1163
 NF1163.The horizontal coordinates were scaled from a topographic map and have
 NF1163.an estimated accuracy of +/- 6 seconds.
 NF1163
 NF1163.The orthometric height was determined by differential leveling
 NF1163.and adjusted by the National Geodetic Survey in June 1991..
 NF1163
 NF1163.The geoid height was determined by GEOID03.
 NF1163
 NF1163.The dynamic height is computed by dividing the NAVD 88
 NF1163.geopotential number by the normal gravity value computed on the
 NF1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1163.degrees latitude (g = 980.6199 gals.).
 NF1163
 NF1163.The modeled gravity was interpolated from observed gravity values.
 NF1163
 NF1163;                    North         East    Units  Estimated Accuracy
 NF1163;SPC MI S     -    83,840.    3,990,920.      MT  (+/- 180 meters Scaled)
 NF1163
 NF1163                          SUPERSEDED SURVEY CONTROL
 NF1163
 NF1163  NGVD 29 (01/19/93)  300.282  (m)          985.18   (f) ADJUSTED    1 2
 NF1163
 NF1163.Superseded values are not recommended for survey control.
 NF1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1163.See file dsdata.txt to determine how the superseded data were derived.
 NF1163
 NF1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM081811(NAD 83)
 NF1163_MARKER: DB = BENCH MARK DISK
 NF1163_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NF1163_SP_SET: PIER
 NF1163_STAMPING: M 330 1985
 NF1163_MARK LOGO: NGS   
 NF1163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1163
 NF1163  HISTORY     - Date     Condition        Report By
 NF1163  HISTORY     - 1985     MONUMENTED       NGS
 NF1163  HISTORY     - 19910707 GOOD             USPSQD
 NF1163
 NF1163                          STATION DESCRIPTION
 NF1163
 NF1163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1163'4.7 KM (2.9 MI) WEST FROM JACKSON.
 NF1163'4.7 KM (2.9 MI) WESTERLY ALONG MICHIGAN AVENUE FROM ITS JUNCTION WITH
 NF1163'U.S. HIGHWAY 127 AT THE WEST EDGE OF JACKSON, SET VERTICALLY IN THE
 NF1163'WEST FACE OF THE MOST WESTERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF
 NF1163'THE SOUTH BOUND AVENUE OVERPASS OF U.S. HIGHWAY 60, 12.0 M (39.4 FT)
 NF1163'NORTH OF THE CENTERLINE OF THE AVENUE, AND 11.6 M (38.1 FT) SOUTH OF
 NF1163'THE NEAR RAIL OF THE CONRAIL RAILROAD.
 NF1163'THE MARK IS 1.7 M ABOVE THE GROUND.
 NF1163
 NF1163                          STATION RECOVERY (1991)
 NF1163
 NF1163'RECOVERY NOTE BY US POWER SQUADRON 1991 (MAL)
 NF1163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1044 ***********************************************************************
 NE1044  DESIGNATION -  M 331
 NE1044  PID         -  NE1044
 NE1044  STATE/COUNTY-  MI/WASHTENAW
 NE1044  USGS QUAD   -  ANN ARBOR EAST (1983)
 NE1044
 NE1044                         *CURRENT SURVEY CONTROL
 NE1044  ___________________________________________________________________
 NE1044* NAD 83(1994)-  42 16 08.84354(N)    083 44 22.16856(W)     ADJUSTED  
 NE1044* NAVD 88     -       252.975  (meters)     829.97   (feet)  ADJUSTED  
 NE1044  ___________________________________________________________________
 NE1044  X           -     515,487.163 (meters)                     COMP
 NE1044  Y           -  -4,698,915.756 (meters)                     COMP
 NE1044  Z           -   4,267,918.990 (meters)                     COMP
 NE1044  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 NE1044  ELLIP HEIGHT-         219.01  (meters)          (07/31/02) GPS OBS
 NE1044  GEOID HEIGHT-         -33.95  (meters)                     GEOID03
 NE1044  DYNAMIC HT  -         252.895 (meters)     829.71  (feet)  COMP
 NE1044  MODELED GRAV-     980,298.9   (mgal)                       NAVD 88
 NE1044
 NE1044  HORZ ORDER  -  FIRST
 NE1044  VERT ORDER  -  FIRST     CLASS II
 NE1044  ELLP ORDER  -  THIRD     CLASS I
 NE1044
 NE1044.The horizontal coordinates were established by GPS observations
 NE1044.and adjusted by the National Geodetic Survey in October 2000..
 NE1044
 NE1044.The orthometric height was determined by differential leveling
 NE1044.and adjusted by the National Geodetic Survey in June 1991..
 NE1044
 NE1044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NE1044
 NE1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1044
 NE1044.The ellipsoidal height was determined by GPS observations
 NE1044.and is referenced to NAD 83.
 NE1044
 NE1044.The geoid height was determined by GEOID03.
 NE1044
 NE1044.The dynamic height is computed by dividing the NAVD 88
 NE1044.geopotential number by the normal gravity value computed on the
 NE1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1044.degrees latitude (g = 980.6199 gals.).
 NE1044
 NE1044.The modeled gravity was interpolated from observed gravity values.
 NE1044
 NE1044;                    North         East     Units Scale Factor Converg.
 NE1044;SPC MI S     -    85,625.612 4,051,740.109   MT  0.99996425   +0 25 36.5
 NE1044;SPC MI S     -   280,923.92 13,293,110.59   iFT  0.99996425   +0 25 36.5
 NE1044;UTM  17      - 4,683,291.727   274,071.995   MT  1.00022809   -1 50 36.2
 NE1044
 NE1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1044!SPC MI S     -   0.99996565  x   0.99996425  =   0.99992990
 NE1044!UTM  17      -   0.99996565  x   1.00022809  =   1.00019373
 NE1044
 NE1044                          SUPERSEDED SURVEY CONTROL
 NE1044
 NE1044  ELLIP H (10/17/00)  219.03   (m)                       GP(       ) 3 1
 NE1044  NAVD 88 (10/17/00)  252.97   (m)          830.0    (f) LEVELING    3  
 NE1044  NGVD 29 (01/19/93)  253.093  (m)          830.36   (f) ADJUSTED    1 2
 NE1044
 NE1044.Superseded values are not recommended for survey control.
 NE1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1044.See file dsdata.txt to determine how the superseded data were derived.
 NE1044
 NE1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKG7407283292(NAD 83)
 NE1044_MARKER: I = METAL ROD
 NE1044_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NE1044_SP_SET: STAINLESS STEEL ROD
 NE1044_STAMPING: M 331 1985
 NE1044_MARK LOGO: NGS   
 NE1044_PROJECTION: RECESSED 1 CENTIMETERS
 NE1044_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1044+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2000
 NE1044_ROD/PIPE-DEPTH: 11.6 meters
 NE1044
 NE1044  HISTORY     - Date     Condition        Report By
 NE1044  HISTORY     - 1985     MONUMENTED       NGS
 NE1044  HISTORY     - 19930819 GOOD             WOOLPT
 NE1044  HISTORY     - 19930910 GOOD             WOOLPT
 NE1044  HISTORY     - 19981025 GOOD             USPSQD
 NE1044  HISTORY     - 20000906 GOOD             NGS
 NE1044
 NE1044                          STATION DESCRIPTION
 NE1044
 NE1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1044'IN ANN ARBOR.
 NE1044'IN ANN ARBOR, AT THE INTERSECTION OF ARCH AND WHITE STREETS, 11.8 M
 NE1044'(38.7 FT) WEST OF THE CENTER OF WHITE STREET, 6.3 M (20.7 FT)
 NE1044'SOUTHEAST OF THE CENTER OF ARCH STREET, 6.0 M (19.7 FT) NORTH OF THE
 NE1044'CENTER OF A PAVED STREET, AND 1.4 M (4.6 FT) NORTHEAST OF A UTILITY
 NE1044'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NE1044'THE MARK IS ABOVE LEVEL WITH WHITE STREET.
 NE1044
 NE1044                          STATION RECOVERY (1993)
 NE1044
 NE1044'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (DK)
 NE1044'RECOVERED AS DESCRIBED.
 NE1044
 NE1044                          STATION RECOVERY (1993)
 NE1044
 NE1044'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (TM)
 NE1044'RECOVERED AS DESCRIBED.
 NE1044
 NE1044                          STATION RECOVERY (1998)
 NE1044
 NE1044'RECOVERY NOTE BY US POWER SQUADRON 1998
 NE1044'RECOVERED IN GOOD CONDITION.
 NE1044
 NE1044                          STATION RECOVERY (2000)
 NE1044
 NE1044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 NE1044'RECOVERED AS DESCRIBED.
 NE1044'NOTE--FOLLOWING CHANGES
 NE1044'LOCATED IN ANN ARBOR IN A GRASSY TRIANGLE AT THE INTERSECTION OF ARCH
 NE1044'STREET AND WHITE STREET.  OWNERSHIP--CITY OF ANN ARBOR.  TO REACH FROM
 NE1044'THE JUNCTION OF INTERSTATE 94 AND STATE STREET (EXIT 177) ON THE SOUTH
 NE1044'SIDE OF ANN ARBOR, GO NORTH ON STATE STREET FOR 2.05 MI (3.30 KM) TO
 NE1044'ARCH STREET ON THE RIGHT.  TURN EAST ON ARCH STREET FOR 0.05 MI (0.08
 NE1044'KM) TO THE STATION ON THE RIGHT.
 NE1044'3 FT (0.9 M) SOUTHEAST OF YIELD SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7972 ***********************************************************************
 AH7972  DESIGNATION -  M 332
 AH7972  PID         -  AH7972
 AH7972  STATE/COUNTY-  MI/INGHAM
 AH7972  USGS QUAD   -  MASON (1970)
 AH7972
 AH7972                         *CURRENT SURVEY CONTROL
 AH7972  ___________________________________________________________________
 AH7972* NAD 83(1986)-  42 34 05.     (N)    084 26 06.     (W)     SCALED    
 AH7972* NAVD 88     -       279.256  (meters)     916.19   (feet)  ADJUSTED  
 AH7972  ___________________________________________________________________
 AH7972  GEOID HEIGHT-         -33.78  (meters)                     GEOID03
 AH7972  DYNAMIC HT  -         279.169 (meters)     915.91  (feet)  COMP
 AH7972  MODELED GRAV-     980,303.4   (mgal)                       NAVD 88
 AH7972
 AH7972  VERT ORDER  -  FIRST     CLASS II
 AH7972
 AH7972.The horizontal coordinates were scaled from a topographic map and have
 AH7972.an estimated accuracy of +/- 6 seconds.
 AH7972
 AH7972.The orthometric height was determined by differential leveling
 AH7972.and adjusted by the National Geodetic Survey in January 2002..
 AH7972
 AH7972.The geoid height was determined by GEOID03.
 AH7972
 AH7972.The dynamic height is computed by dividing the NAVD 88
 AH7972.geopotential number by the normal gravity value computed on the
 AH7972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7972.degrees latitude (g = 980.6199 gals.).
 AH7972
 AH7972.The modeled gravity was interpolated from observed gravity values.
 AH7972
 AH7972;                    North         East    Units  Estimated Accuracy
 AH7972;SPC MI S     -   118,640.    3,994,390.      MT  (+/- 180 meters Scaled)
 AH7972
 AH7972                          SUPERSEDED SURVEY CONTROL
 AH7972
 AH7972.No superseded survey control is available for this station.
 AH7972
 AH7972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN105160(NAD 83)
 AH7972_MARKER: F = FLANGE-ENCASED ROD
 AH7972_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7972_STAMPING: M 332 1992
 AH7972_MARK LOGO: NGS   
 AH7972_PROJECTION: FLUSH
 AH7972_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7972+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2000
 AH7972_ROD/PIPE-DEPTH: 11.7 meters
 AH7972
 AH7972  HISTORY     - Date     Condition        Report By
 AH7972  HISTORY     - 1992     MONUMENTED       NGS
 AH7972  HISTORY     - 20000531 GOOD             NGS
 AH7972
 AH7972                          STATION DESCRIPTION
 AH7972
 AH7972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7972'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 AH7972'MASON, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG SOUTH BARNES STREET,
 AH7972'41.8 M (137.1 FT) NORTHEAST OF THE STREET CENTERLINE, 19.6 M (64.3 FT)
 AH7972'NORTH OF THE CENTERLINE OF KIPP ROAD, 1.5 M (4.9 FT) BELOW THE LEVEL
 AH7972'OF KIPP ROAD, 0.6 M (2.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AH7972'CHAIN-LINK FENCE ENCLOSING THE HORIZON CABLE SATTELITE DISHES, AND 0.3
 AH7972'M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 AH7972'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7972
 AH7972                          STATION RECOVERY (2000)
 AH7972
 AH7972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AH7972'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7953 ***********************************************************************
 AH7953  DESIGNATION -  M 333
 AH7953  PID         -  AH7953
 AH7953  STATE/COUNTY-  MI/CLINTON
 AH7953  USGS QUAD   -  WACOUSTA (1973)
 AH7953
 AH7953                         *CURRENT SURVEY CONTROL
 AH7953  ___________________________________________________________________
 AH7953* NAD 83(1986)-  42 47 37.     (N)    084 43 00.     (W)     SCALED    
 AH7953* NAVD 88     -       257.239  (meters)     843.96   (feet)  ADJUSTED  
 AH7953  ___________________________________________________________________
 AH7953  GEOID HEIGHT-         -33.61  (meters)                     GEOID03
 AH7953  DYNAMIC HT  -         257.167 (meters)     843.72  (feet)  COMP
 AH7953  MODELED GRAV-     980,335.2   (mgal)                       NAVD 88
 AH7953
 AH7953  VERT ORDER  -  FIRST     CLASS II
 AH7953
 AH7953.The horizontal coordinates were scaled from a topographic map and have
 AH7953.an estimated accuracy of +/- 6 seconds.
 AH7953
 AH7953.The orthometric height was determined by differential leveling
 AH7953.and adjusted by the National Geodetic Survey in January 2002..
 AH7953
 AH7953.The geoid height was determined by GEOID03.
 AH7953
 AH7953.The dynamic height is computed by dividing the NAVD 88
 AH7953.geopotential number by the normal gravity value computed on the
 AH7953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7953.degrees latitude (g = 980.6199 gals.).
 AH7953
 AH7953.The modeled gravity was interpolated from observed gravity values.
 AH7953
 AH7953;                    North         East    Units  Estimated Accuracy
 AH7953;SPC MI S     -   143,750.    3,971,370.      MT  (+/- 180 meters Scaled)
 AH7953
 AH7953                          SUPERSEDED SURVEY CONTROL
 AH7953
 AH7953.No superseded survey control is available for this station.
 AH7953
 AH7953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN867404(NAD 83)
 AH7953_MARKER: F = FLANGE-ENCASED ROD
 AH7953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7953_STAMPING: M 333 1992
 AH7953_MARK LOGO: NGS   
 AH7953_PROJECTION: FLUSH
 AH7953_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7953_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7953+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 AH7953_ROD/PIPE-DEPTH: 24.0 meters
 AH7953
 AH7953  HISTORY     - Date     Condition        Report By
 AH7953  HISTORY     - 1992     MONUMENTED       NGS
 AH7953  HISTORY     - 19990408 GOOD             NGS
 AH7953
 AH7953                          STATION DESCRIPTION
 AH7953
 AH7953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7953'2.9 KM (1.80 MI) NORTHERLY ALONG U.S.  HIGHWAY 27 FROM THE JUNCTION OF
 AH7953'INTERSTATE HIGHWAY 496 IN LANSING, THENCE 15.1 KM (9.40 MI)
 AH7953'NORTHWESTERLY ALONG NORTH AND GRAND RIVER AVENUES, 11.3 M (37.1 FT)
 AH7953'NORTH OF THE AVENUE CENTERLINE, 6.3 M (20.7 FT) WEST OF THE EXTENDED
 AH7953'CENTER OF A DRIVEWAY, 1.7 M (5.6 FT) EAST-SOUTHEAST OF A UTILITY POLE
 AH7953'WITH A TRANSFORMER AND A GUY CABLE, 0.4 M (1.3 FT) SOUTH OF A WITNESS
 AH7953'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.  NOTE--ACCESS
 AH7953'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AH7953
 AH7953                          STATION RECOVERY (1999)
 AH7953
 AH7953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RLR)
 AH7953'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NG0481 ***********************************************************************
 NG0481  DESIGNATION -  M 334
 NG0481  PID         -  NG0481
 NG0481  STATE/COUNTY-  MI/VAN BUREN
 NG0481  USGS QUAD   -  HARTFORD (1981)
 NG0481
 NG0481                         *CURRENT SURVEY CONTROL
 NG0481  ___________________________________________________________________
 NG0481* NAD 83(1986)-  42 12 34.     (N)    086 08 03.     (W)     SCALED    
 NG0481* NAVD 88     -       203.716  (meters)     668.36   (feet)  ADJUSTED  
 NG0481  ___________________________________________________________________
 NG0481  GEOID HEIGHT-         -33.26  (meters)                     GEOID03
 NG0481  DYNAMIC HT  -         203.653 (meters)     668.15  (feet)  COMP
 NG0481  MODELED GRAV-     980,307.0   (mgal)                       NAVD 88
 NG0481
 NG0481  VERT ORDER  -  FIRST     CLASS II
 NG0481
 NG0481.The horizontal coordinates were scaled from a topographic map and have
 NG0481.an estimated accuracy of +/- 6 seconds.
 NG0481
 NG0481.The orthometric height was determined by differential leveling
 NG0481.and adjusted by the National Geodetic Survey in June 1991..
 NG0481
 NG0481.The geoid height was determined by GEOID03.
 NG0481
 NG0481.The dynamic height is computed by dividing the NAVD 88
 NG0481.geopotential number by the normal gravity value computed on the
 NG0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NG0481.degrees latitude (g = 980.6199 gals.).
 NG0481
 NG0481.The modeled gravity was interpolated from observed gravity values.
 NG0481
 NG0481;                    North         East    Units  Estimated Accuracy
 NG0481;SPC MI S     -    80,340.    3,854,060.      MT  (+/- 180 meters Scaled)
 NG0481
 NG0481                          SUPERSEDED SURVEY CONTROL
 NG0481
 NG0481  NGVD 29 (01/19/93)  203.864  (m)          668.84   (f) ADJUSTED    1 2
 NG0481
 NG0481.Superseded values are not recommended for survey control.
 NG0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NG0481.See file dsdata.txt to determine how the superseded data were derived.
 NG0481
 NG0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM714733(NAD 83)
 NG0481_MARKER: I = METAL ROD
 NG0481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NG0481_SP_SET: STAINLESS STEEL ROD
 NG0481_STAMPING: M 334 1985
 NG0481_MARK LOGO: NGS   
 NG0481_PROJECTION: RECESSED 1 CENTIMETERS
 NG0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NG0481_ROD/PIPE-DEPTH: 13.4 meters
 NG0481
 NG0481  HISTORY     - Date     Condition        Report By
 NG0481  HISTORY     - 1985     MONUMENTED       NGS
 NG0481
 NG0481                          STATION DESCRIPTION
 NG0481
 NG0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NG0481'2.8 KM (1.75 MI) EAST FROM HARTFORD.
 NG0481'2.8 KM (1.75 MI) EASTERLY ALONG RED ARROW HIGHWAY FROM THE CITY HALL
 NG0481'IN HARTFORD, 24.0 M (78.7 FT) NORTHEAST OF THE CENTER OF THE NORTHEAST
 NG0481'ENTRANCE INTO THE SHAFER LAKE FRUIT INCORPORATION PARKING LOT, 9.8 M
 NG0481'(32.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT)
 NG0481'WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NG0481'5-INCH LOGO CAP.
 NG0481'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST
 NG0481'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1184 ***********************************************************************
 NF1184  DESIGNATION -  M 335
 NF1184  PID         -  NF1184
 NF1184  STATE/COUNTY-  MI/CALHOUN
 NF1184  USGS QUAD   -  MARSHALL (1980)
 NF1184
 NF1184                         *CURRENT SURVEY CONTROL
 NF1184  ___________________________________________________________________
 NF1184* NAD 83(1986)-  42 16 19.     (N)    084 57 50.     (W)     SCALED    
 NF1184* NAVD 88     -       279.044  (meters)     915.50   (feet)  ADJUSTED  
 NF1184  ___________________________________________________________________
 NF1184  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1184  DYNAMIC HT  -         278.950 (meters)     915.19  (feet)  COMP
 NF1184  MODELED GRAV-     980,278.9   (mgal)                       NAVD 88
 NF1184
 NF1184  VERT ORDER  -  FIRST     CLASS II
 NF1184
 NF1184.The horizontal coordinates were scaled from a topographic map and have
 NF1184.an estimated accuracy of +/- 6 seconds.
 NF1184
 NF1184.The orthometric height was determined by differential leveling
 NF1184.and adjusted by the National Geodetic Survey in June 1991..
 NF1184
 NF1184.The geoid height was determined by GEOID03.
 NF1184
 NF1184.The dynamic height is computed by dividing the NAVD 88
 NF1184.geopotential number by the normal gravity value computed on the
 NF1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1184.degrees latitude (g = 980.6199 gals.).
 NF1184
 NF1184.The modeled gravity was interpolated from observed gravity values.
 NF1184
 NF1184;                    North         East    Units  Estimated Accuracy
 NF1184;SPC MI S     -    85,920.    3,950,730.      MT  (+/- 180 meters Scaled)
 NF1184
 NF1184                          SUPERSEDED SURVEY CONTROL
 NF1184
 NF1184  NGVD 29 (01/19/93)  279.178  (m)          915.94   (f) ADJUSTED    1 2
 NF1184
 NF1184.Superseded values are not recommended for survey control.
 NF1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1184.See file dsdata.txt to determine how the superseded data were derived.
 NF1184
 NF1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM679819(NAD 83)
 NF1184_MARKER: I = METAL ROD
 NF1184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1184_SP_SET: STAINLESS STEEL ROD
 NF1184_STAMPING: M 335 1985
 NF1184_MARK LOGO: NGS   
 NF1184_PROJECTION: RECESSED 1 CENTIMETERS
 NF1184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NF1184+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 NF1184_ROD/PIPE-DEPTH: 11.3 meters
 NF1184
 NF1184  HISTORY     - Date     Condition        Report By
 NF1184  HISTORY     - 1985     MONUMENTED       NGS
 NF1184  HISTORY     - 20011128 GOOD             NGS
 NF1184  HISTORY     - 20050901 GOOD             INDIV
 NF1184
 NF1184                          STATION DESCRIPTION
 NF1184
 NF1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1184'IN MARSHALL.
 NF1184'IN MARSHALL, AT THE INTERSECTION OF INTERSTATE HIGHWAY 94 BUSINESS AND
 NF1184'KALAMAZOO AVENUE SOUTH, 26.3 M (86.3 FT) NORTH OF THE CENTER OF THE
 NF1184'HIGHWAY, 13.6 M (44.6 FT) EAST OF THE EXTENDED CENTER OF KALAMAZOO
 NF1184'AVNUE SOUTH, 11.5 M (37.7 FT) SOUTH OF THE SOUTH FACE OF A DRINKING
 NF1184'FOUNTAIN, 6.7 M (22.0 FT) SOUTHEAST OF THE CENTER OF A MANHOLE COVER,
 NF1184'0.2 M (0.7 FT) EAST OF THE EAST EDGE OF A SIDEWALK, AND 0.2 M (0.7 FT)
 NF1184'NORTH OF THE NORTH EDGE OF A SIDEWALK. NOTE--ACCESS TO DATUM POINT IS
 NF1184'HAD THROUGH A 5-INCH LOGO CAP.
 NF1184'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 NF1184
 NF1184                          STATION RECOVERY (2001)
 NF1184
 NF1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1184'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1184
 NF1184                          STATION RECOVERY (2005)
 NF1184
 NF1184'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DLZ)
 NF1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1177 ***********************************************************************
 NF1177  DESIGNATION -  M 336
 NF1177  PID         -  NF1177
 NF1177  STATE/COUNTY-  MI/CALHOUN
 NF1177  USGS QUAD   -  NORTHWEST ALBION (1980)
 NF1177
 NF1177                         *CURRENT SURVEY CONTROL
 NF1177  ___________________________________________________________________
 NF1177* NAD 83(1986)-  42 15 45.     (N)    084 47 23.     (W)     SCALED    
 NF1177* NAVD 88     -       286.538  (meters)     940.08   (feet)  ADJUSTED  
 NF1177  ___________________________________________________________________
 NF1177  GEOID HEIGHT-         -33.89  (meters)                     GEOID03
 NF1177  DYNAMIC HT  -         286.438 (meters)     939.76  (feet)  COMP
 NF1177  MODELED GRAV-     980,267.6   (mgal)                       NAVD 88
 NF1177
 NF1177  VERT ORDER  -  FIRST     CLASS II
 NF1177
 NF1177.The horizontal coordinates were scaled from a topographic map and have
 NF1177.an estimated accuracy of +/- 6 seconds.
 NF1177
 NF1177.The orthometric height was determined by differential leveling
 NF1177.and adjusted by the National Geodetic Survey in June 1991..
 NF1177
 NF1177.The geoid height was determined by GEOID03.
 NF1177
 NF1177.The dynamic height is computed by dividing the NAVD 88
 NF1177.geopotential number by the normal gravity value computed on the
 NF1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1177.degrees latitude (g = 980.6199 gals.).
 NF1177
 NF1177.The modeled gravity was interpolated from observed gravity values.
 NF1177
 NF1177;                    North         East    Units  Estimated Accuracy
 NF1177;SPC MI S     -    84,790.    3,965,100.      MT  (+/- 180 meters Scaled)
 NF1177
 NF1177                          SUPERSEDED SURVEY CONTROL
 NF1177
 NF1177  NGVD 29 (01/19/93)  286.665  (m)          940.50   (f) ADJUSTED    1 2
 NF1177
 NF1177.Superseded values are not recommended for survey control.
 NF1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1177.See file dsdata.txt to determine how the superseded data were derived.
 NF1177
 NF1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM823812(NAD 83)
 NF1177_MARKER: I = METAL ROD
 NF1177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1177_SP_SET: STAINLESS STEEL ROD
 NF1177_STAMPING: M 336 1985
 NF1177_MARK LOGO: NGS   
 NF1177_PROJECTION: FLUSH
 NF1177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1177+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 NF1177_ROD/PIPE-DEPTH: 12.2 meters
 NF1177
 NF1177  HISTORY     - Date     Condition        Report By
 NF1177  HISTORY     - 1985     MONUMENTED       NGS
 NF1177  HISTORY     - 20040324 GOOD             USPSQD
 NF1177
 NF1177                          STATION DESCRIPTION
 NF1177
 NF1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1177'3.9 KM (2.4 MI) NW FROM ALBION.
 NF1177'0.6 KM (0.35 MI) NORTH ALONG SUPERIOR STREET FROM THE POST OFFICE IN
 NF1177'ALBION, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG AUSTIN AND MICHIGAN
 NF1177'AVENUES, 13.3 M (43.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 NF1177'AVENUE, 11.4 M (37.4 FT) NORTH-NORTHEAST OF THE NEAR RAIL OF THE
 NF1177'CONRAIL RAILROAD, AND 1.0 M (3.3 FT) NORTH-NORTHWEST OF A UTILITY
 NF1177'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1177'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 NF1177'THE MARK IS 0.6 M ABOVE THE AVENUE.
 NF1177
 NF1177                          STATION RECOVERY (2004)
 NF1177
 NF1177'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 NF1177'NO UTILITY POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1021 ***********************************************************************
 NE1021  DESIGNATION -  M 337
 NE1021  PID         -  NE1021
 NE1021  STATE/COUNTY-  MI/WAYNE
 NE1021  USGS QUAD   -  BELLEVILLE (1980)
 NE1021
 NE1021                         *CURRENT SURVEY CONTROL
 NE1021  ___________________________________________________________________
 NE1021* NAD 83(1986)-  42 13 23.     (N)    083 24 19.     (W)     SCALED    
 NE1021* NAVD 88     -       203.951  (meters)     669.13   (feet)  ADJUSTED  
 NE1021  ___________________________________________________________________
 NE1021  GEOID HEIGHT-         -34.39  (meters)                     GEOID03
 NE1021  DYNAMIC HT  -         203.887 (meters)     668.92  (feet)  COMP
 NE1021  MODELED GRAV-     980,305.7   (mgal)                       NAVD 88
 NE1021
 NE1021  VERT ORDER  -  FIRST     CLASS II
 NE1021
 NE1021.The horizontal coordinates were scaled from a topographic map and have
 NE1021.an estimated accuracy of +/- 6 seconds.
 NE1021
 NE1021.The orthometric height was determined by differential leveling
 NE1021.and adjusted by the National Geodetic Survey in June 1991..
 NE1021
 NE1021.The geoid height was determined by GEOID03.
 NE1021
 NE1021.The dynamic height is computed by dividing the NAVD 88
 NE1021.geopotential number by the normal gravity value computed on the
 NE1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE1021.degrees latitude (g = 980.6199 gals.).
 NE1021
 NE1021.The modeled gravity was interpolated from observed gravity values.
 NE1021
 NE1021;                    North         East    Units  Estimated Accuracy
 NE1021;SPC MI S     -    80,770.    4,079,370.      MT  (+/- 180 meters Scaled)
 NE1021
 NE1021                          SUPERSEDED SURVEY CONTROL
 NE1021
 NE1021  NGVD 29 (01/19/93)  204.089  (m)          669.58   (f) ADJUSTED    1 2
 NE1021
 NE1021.Superseded values are not recommended for survey control.
 NE1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1021.See file dsdata.txt to determine how the superseded data were derived.
 NE1021
 NE1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG014773(NAD 83)
 NE1021_MARKER: DV = VERTICAL CONTROL DISK
 NE1021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 NE1021_SP_SET: BRIDGE ABUTMENT
 NE1021_STAMPING: M 337 1985
 NE1021_MARK LOGO: NGS   
 NE1021_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NE1021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NE1021+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2005
 NE1021
 NE1021  HISTORY     - Date     Condition        Report By
 NE1021  HISTORY     - 1985     MONUMENTED       NGS
 NE1021  HISTORY     - 19950322 GOOD             LOCSUR
 NE1021  HISTORY     - 19950929 GOOD             LOCENG
 NE1021  HISTORY     - 20051019 GOOD             ROWEIN
 NE1021
 NE1021                          STATION DESCRIPTION
 NE1021
 NE1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NE1021'16.1 KM (10.0 MI) WEST FROM ALLEN PARK.
 NE1021'16.1 KM (10.0 MI) WESTERLY ALONG INTERSTATE HIGHWAY 94 FROM ITS
 NE1021'JUNCTION WITH STATE HIGHWAY 39 IN ALLEN PARK, SET VERTICALLY IN THE
 NE1021'WEST FACE OF THE MOST WESTERLY 1 OF 4 COLUMNS OF THE CENTER PIER OF
 NE1021'THE OZGH ROAD OVERPASS OF THE HIGHWAY (EXIT 194), 29.0 M (95.1 FT)
 NE1021'NORTH OF THE CENTER OF THE EAST BOUND LANES OF THE HIGHWAY, AND 17.8 M
 NE1021'(58.4 FT) SOUTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY.
 NE1021'THE MARK IS 1.4 M ABOVE THE GROUND.
 NE1021
 NE1021                          STATION RECOVERY (1995)
 NE1021
 NE1021'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995 (GJM)
 NE1021'RECOVERED AS DESCRIBED.
 NE1021
 NE1021                          STATION RECOVERY (1995)
 NE1021
 NE1021'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (GM)
 NE1021'RECOVERED AS DESCRIBED BY MIDWESTERN CONSULT.
 NE1021
 NE1021                          STATION RECOVERY (2005)
 NE1021
 NE1021'RECOVERY NOTE BY ROWE INCORPORATED 2005 (MWR)
 NE1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1137 ***********************************************************************
 NF1137  DESIGNATION -  M 338
 NF1137  PID         -  NF1137
 NF1137  STATE/COUNTY-  MI/WASHTENAW
 NF1137  USGS QUAD   -  CHELSEA (1973)
 NF1137
 NF1137                         *CURRENT SURVEY CONTROL
 NF1137  ___________________________________________________________________
 NF1137* NAD 83(1986)-  42 19 07.     (N)    084 01 01.     (W)     SCALED    
 NF1137* NAVD 88     -       281.433  (meters)     923.33   (feet)  ADJUSTED  
 NF1137  ___________________________________________________________________
 NF1137  GEOID HEIGHT-         -33.75  (meters)                     GEOID03
 NF1137  DYNAMIC HT  -         281.345 (meters)     923.05  (feet)  COMP
 NF1137  MODELED GRAV-     980,300.9   (mgal)                       NAVD 88
 NF1137
 NF1137  VERT ORDER  -  FIRST     CLASS II
 NF1137
 NF1137.The horizontal coordinates were scaled from a topographic map and have
 NF1137.an estimated accuracy of +/- 6 seconds.
 NF1137
 NF1137.The orthometric height was determined by differential leveling
 NF1137.and adjusted by the National Geodetic Survey in June 1991..
 NF1137
 NF1137.The geoid height was determined by GEOID03.
 NF1137
 NF1137.The dynamic height is computed by dividing the NAVD 88
 NF1137.geopotential number by the normal gravity value computed on the
 NF1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1137.degrees latitude (g = 980.6199 gals.).
 NF1137
 NF1137.The modeled gravity was interpolated from observed gravity values.
 NF1137
 NF1137;                    North         East    Units  Estimated Accuracy
 NF1137;SPC MI S     -    90,990.    4,028,830.      MT  (+/- 180 meters Scaled)
 NF1137
 NF1137                          SUPERSEDED SURVEY CONTROL
 NF1137
 NF1137  NGVD 29 (01/19/93)  281.558  (m)          923.74   (f) ADJUSTED    1 2
 NF1137
 NF1137.Superseded values are not recommended for survey control.
 NF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1137.See file dsdata.txt to determine how the superseded data were derived.
 NF1137
 NF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM458894(NAD 83)
 NF1137_MARKER: I = METAL ROD
 NF1137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 NF1137_SP_SET: STAINLESS STEEL ROD
 NF1137_STAMPING: M 338 1985
 NF1137_MARK LOGO: NGS   
 NF1137_PROJECTION: RECESSED 2 CENTIMETERS
 NF1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1137+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2000
 NF1137_ROD/PIPE-DEPTH: 15.8 meters
 NF1137
 NF1137  HISTORY     - Date     Condition        Report By
 NF1137  HISTORY     - 1985     MONUMENTED       NGS
 NF1137  HISTORY     - 19981025 GOOD             USPSQD
 NF1137  HISTORY     - 20000913 GOOD             TETR
 NF1137
 NF1137                          STATION DESCRIPTION
 NF1137
 NF1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 NF1137'IN CHELSEA.
 NF1137'IN CHELSEA, AT 222 EAST MIDDLE STREET, 13.2 M (43.3 FT) EAST OF THE
 NF1137'CENTER OF A DRIVEWAY LEADING TO THE COLE BURGHARDT FUNERAL CHAPEL,
 NF1137'11.2 M (36.7 FT) NORTH OF THE NORTHWEST CORNER OF A HOUSE AT 222 EAST
 NF1137'MIDDLE STREET, 6.1 M (20.0 FT) SOUTH OF THE CENTER OF THE STREET, 1.6
 NF1137'M (5.2 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, AND 0.9 M (3.0 FT)
 NF1137'EAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 NF1137'5-INCH LOGO CAP.
 NF1137'THE MARK IS ABOVE LEVEL WITH THE STREET.
 NF1137
 NF1137                          STATION RECOVERY (1998)
 NF1137
 NF1137'RECOVERY NOTE BY US POWER SQUADRON 1998
 NF1137'RECOVERED IN GOOD CONDITION.
 NF1137
 NF1137                          STATION RECOVERY (2000)
 NF1137
 NF1137'RECOVERY NOTE BY TETRA TECH MPS 2000 (MSH)
 NF1137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0418 ***********************************************************************
 OJ0418  DESIGNATION -  M 34
 OJ0418  PID         -  OJ0418
 OJ0418  STATE/COUNTY-  MI/TUSCOLA
 OJ0418  USGS QUAD   -  FAIRGROVE (1973)
 OJ0418
 OJ0418                         *CURRENT SURVEY CONTROL
 OJ0418  ___________________________________________________________________
 OJ0418* NAD 83(1986)-  43 32 18.     (N)    083 32 04.     (W)     SCALED    
 OJ0418* NAVD 88     -       197.190  (meters)     646.95   (feet)  ADJUSTED  
 OJ0418  ___________________________________________________________________
 OJ0418  GEOID HEIGHT-         -34.31  (meters)                     GEOID03
 OJ0418  DYNAMIC HT  -         197.152 (meters)     646.82  (feet)  COMP
 OJ0418  MODELED GRAV-     980,422.5   (mgal)                       NAVD 88
 OJ0418
 OJ0418  VERT ORDER  -  FIRST     CLASS II
 OJ0418
 OJ0418.The horizontal coordinates were scaled from a topographic map and have
 OJ0418.an estimated accuracy of +/- 6 seconds.
 OJ0418
 OJ0418.The orthometric height was determined by differential leveling
 OJ0418.and adjusted by the National Geodetic Survey in June 1991..
 OJ0418
 OJ0418.The geoid height was determined by GEOID03.
 OJ0418
 OJ0418.The dynamic height is computed by dividing the NAVD 88
 OJ0418.geopotential number by the normal gravity value computed on the
 OJ0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0418.degrees latitude (g = 980.6199 gals.).
 OJ0418
 OJ0418.The modeled gravity was interpolated from observed gravity values.
 OJ0418
 OJ0418;                    North         East    Units  Estimated Accuracy
 OJ0418;SPC MI S     -   226,750.    4,067,260.      MT  (+/- 180 meters Scaled)
 OJ0418
 OJ0418                          SUPERSEDED SURVEY CONTROL
 OJ0418
 OJ0418  NGVD 29 (??/??/92)  197.344  (m)          647.45   (f) ADJ UNCH    1 2
 OJ0418
 OJ0418.Superseded values are not recommended for survey control.
 OJ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0418.See file dsdata.txt to determine how the superseded data were derived.
 OJ0418
 OJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ952237(NAD 83)
 OJ0418_MARKER: DB = BENCH MARK DISK
 OJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0418_STAMPING: M 34 1934
 OJ0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0418+STABILITY: SURFACE MOTION
 OJ0418
 OJ0418  HISTORY     - Date     Condition        Report By
 OJ0418  HISTORY     - 1934     MONUMENTED       CGS
 OJ0418  HISTORY     - 19990530 MARK NOT FOUND   USPSQD
 OJ0418
 OJ0418                          STATION DESCRIPTION
 OJ0418
 OJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0418'0.7 MI NE FROM FAIRGROVE.
 OJ0418'0.7 MILE NORTHEAST ALONG THE PERE MARQUETTE RAILWAY FROM THE
 OJ0418'STATION AT FAIRGROVE, TUSCOLA COUNTY, AT THE SECOND ROAD CROSSING
 OJ0418'NORTH OF THE STATION, 40 FEET NORTH OF THE CENTERLINE OF THE
 OJ0418'ROAD, 24 FEET EAST OF THE EAST RAIL, 6 FEET NORTHWEST OF A
 OJ0418'WIRE FENCE CORNER, AND LEVEL WITH THE TOP OF THE RAIL.  A
 OJ0418'STANDARD DISK, STAMPED M 34 1934 AND SET IN THE TOP OF A CONCRETE
 OJ0418'POST.
 OJ0418
 OJ0418                          STATION RECOVERY (1999)
 OJ0418
 OJ0418'RECOVERY NOTE BY US POWER SQUADRON 1999
 OJ0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5056 ***********************************************************************
 AA5056  DESIGNATION -  M 340
 AA5056  PID         -  AA5056
 AA5056  STATE/COUNTY-  MI/LAKE
 AA5056  USGS QUAD   -  BALDWIN (1987)
 AA5056
 AA5056                         *CURRENT SURVEY CONTROL
 AA5056  ___________________________________________________________________
 AA5056* NAD 83(1986)-  43 53 59.     (N)    085 51 05.     (W)     SCALED    
 AA5056* NAVD 88     -       255.464  (meters)     838.13   (feet)  ADJUSTED  
 AA5056  ___________________________________________________________________
 AA5056  GEOID HEIGHT-         -33.81  (meters)                     GEOID03
 AA5056  DYNAMIC HT  -         255.421 (meters)     837.99  (feet)  COMP
 AA5056  MODELED GRAV-     980,444.0   (mgal)                       NAVD 88
 AA5056
 AA5056  VERT ORDER  -  FIRST     CLASS II
 AA5056
 AA5056.The horizontal coordinates were scaled from a topographic map and have
 AA5056.an estimated accuracy of +/- 6 seconds.
 AA5056
 AA5056.The orthometric height was determined by differential leveling
 AA5056.and adjusted by the National Geodetic Survey in January 2002..
 AA5056
 AA5056.The geoid height was determined by GEOID03.
 AA5056
 AA5056.The dynamic height is computed by dividing the NAVD 88
 AA5056.geopotential number by the normal gravity value computed on the
 AA5056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5056.degrees latitude (g = 980.6199 gals.).
 AA5056
 AA5056.The modeled gravity was interpolated from observed gravity values.
 AA5056
 AA5056;                    North         East    Units  Estimated Accuracy
 AA5056;SPC MI C     -    65,880.    5,880,710.      MT  (+/- 180 meters Scaled)
 AA5056
 AA5056                          SUPERSEDED SURVEY CONTROL
 AA5056
 AA5056.No superseded survey control is available for this station.
 AA5056
 AA5056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP922613(NAD 83)
 AA5056_MARKER: DV = VERTICAL CONTROL DISK
 AA5056_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AA5056_SP_SET: BUILDING
 AA5056_STAMPING: M 340 1992
 AA5056_MARK LOGO: NGS   
 AA5056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5056+STABILITY: POSITION/ELEVATION WELL
 AA5056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5056+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2004
 AA5056
 AA5056  HISTORY     - Date     Condition        Report By
 AA5056  HISTORY     - 1992     MONUMENTED       NGS
 AA5056  HISTORY     - 20040424 GOOD             USPSQD
 AA5056
 AA5056                          STATION DESCRIPTION
 AA5056
 AA5056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA5056'IN BALDWIN, AT THE INTERSECTION OF STATE HIGHWAY 37 AND TENTH STREET,
 AA5056'SET VERTICALLY IN THE SOUTH FACE OF THE COURTHOUSE, 73.8 M (242.1 FT)
 AA5056'NORTH OF THE STREET CENTERLINE, 46.2 WEST OF THE HIGHWAY CENTERLINE,
 AA5056'7.9 M (25.9 FT) EAST OF THE CENTER OF THE SOUTH ENTRANCE STAIRWAY, 0.4
 AA5056'M (1.3 FT) WEST OF THE SOUTHEAST CORNER OF THE 3-STORY SECTION OF THE
 AA5056'BUILDING, AND 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
 AA5056
 AA5056                          STATION RECOVERY (2004)
 AA5056
 AA5056'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA5056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7880 ***********************************************************************
 AH7880  DESIGNATION -  M 341
 AH7880  PID         -  AH7880
 AH7880  STATE/COUNTY-  MI/MECOSTA
 AH7880  USGS QUAD   -  CHIPPEWA LAKE SOUTH (1985)
 AH7880
 AH7880                         *CURRENT SURVEY CONTROL
 AH7880  ___________________________________________________________________
 AH7880* NAD 83(1986)-  43 40 26.     (N)    085 21 53.     (W)     SCALED    
 AH7880* NAVD 88     -       335.013  (meters)    1099.12   (feet)  ADJUSTED  
 AH7880  ___________________________________________________________________
 AH7880  GEOID HEIGHT-         -32.69  (meters)                     GEOID03
 AH7880  DYNAMIC HT  -         334.953 (meters)    1098.92  (feet)  COMP
 AH7880  MODELED GRAV-     980,431.8   (mgal)                       NAVD 88
 AH7880
 AH7880  VERT ORDER  -  FIRST     CLASS II
 AH7880
 AH7880.The horizontal coordinates were scaled from a topographic map and have
 AH7880.an estimated accuracy of +/- 6 seconds.
 AH7880
 AH7880.The orthometric height was determined by differential leveling
 AH7880.and adjusted by the National Geodetic Survey in January 2002..
 AH7880
 AH7880.The geoid height was determined by GEOID03.
 AH7880
 AH7880.The dynamic height is computed by dividing the NAVD 88
 AH7880.geopotential number by the normal gravity value computed on the
 AH7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7880.degrees latitude (g = 980.6199 gals.).
 AH7880
 AH7880.The modeled gravity was interpolated from observed gravity values.
 AH7880
 AH7880;                    North         East    Units  Estimated Accuracy
 AH7880;SPC MI S     -   241,960.    3,919,510.      MT  (+/- 180 meters Scaled)
 AH7880
 AH7880                          SUPERSEDED SURVEY CONTROL
 AH7880
 AH7880.No superseded survey control is available for this station.
 AH7880
 AH7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP318369(NAD 83)
 AH7880_MARKER: I = METAL ROD
 AH7880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7880_STAMPING: M 341 1992
 AH7880_MARK LOGO: NGS   
 AH7880_PROJECTION: FLUSH
 AH7880_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7880+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7880_ROD/PIPE-DEPTH: 8.5  meters
 AH7880
 AH7880  HISTORY     - Date     Condition        Report By
 AH7880  HISTORY     - 1992     MONUMENTED       NGS
 AH7880
 AH7880                          STATION DESCRIPTION
 AH7880
 AH7880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7880'3.0 KM (1.85 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE POST OFFICE
 AH7880'IN RODNEY, 14.5 M (47.6 FT) SOUTH OF THE HIGHWAY CENTERLINE, 10.9 M
 AH7880'(35.8 FT) EAST OF THE CENTER OF 140TH AVENUE, 1.2 M (3.9 FT) NORTH OF
 AH7880'A T-JUNCTION UTILITY POLE WITH A GUY CABLE, 0.4 M (1.3 FT) BELOW THE
 AH7880'LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 AH7880'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7905 ***********************************************************************
 AH7905  DESIGNATION -  M 342
 AH7905  PID         -  AH7905
 AH7905  STATE/COUNTY-  MI/MONTCALM
 AH7905  USGS QUAD   -  EDMORE (1964)
 AH7905
 AH7905                         *CURRENT SURVEY CONTROL
 AH7905  ___________________________________________________________________
 AH7905* NAD 83(1986)-  43 27 03.     (N)    085 02 37.     (W)     SCALED    
 AH7905* NAVD 88     -       297.126  (meters)     974.82   (feet)  ADJUSTED  
 AH7905  ___________________________________________________________________
 AH7905  GEOID HEIGHT-         -32.60  (meters)                     GEOID03
 AH7905  DYNAMIC HT  -         297.071 (meters)     974.64  (feet)  COMP
 AH7905  MODELED GRAV-     980,427.0   (mgal)                       NAVD 88
 AH7905
 AH7905  VERT ORDER  -  FIRST     CLASS II
 AH7905
 AH7905.The horizontal coordinates were scaled from a topographic map and have
 AH7905.an estimated accuracy of +/- 6 seconds.
 AH7905
 AH7905.The orthometric height was determined by differential leveling
 AH7905.and adjusted by the National Geodetic Survey in January 2002..
 AH7905
 AH7905.The geoid height was determined by GEOID03.
 AH7905
 AH7905.The dynamic height is computed by dividing the NAVD 88
 AH7905.geopotential number by the normal gravity value computed on the
 AH7905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7905.degrees latitude (g = 980.6199 gals.).
 AH7905
 AH7905.The modeled gravity was interpolated from observed gravity values.
 AH7905
 AH7905;                    North         East    Units  Estimated Accuracy
 AH7905;SPC MI S     -   216,920.    3,945,210.      MT  (+/- 180 meters Scaled)
 AH7905
 AH7905                          SUPERSEDED SURVEY CONTROL
 AH7905
 AH7905.No superseded survey control is available for this station.
 AH7905
 AH7905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP582127(NAD 83)
 AH7905_MARKER: I = METAL ROD
 AH7905_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7905_STAMPING: M 342 1992
 AH7905_MARK LOGO: NGS   
 AH7905_PROJECTION: FLUSH
 AH7905_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH7905+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7905_ROD/PIPE-DEPTH: 3.6  meters
 AH7905
 AH7905  HISTORY     - Date     Condition        Report By
 AH7905  HISTORY     - 1992     MONUMENTED       NGS
 AH7905
 AH7905                          STATION DESCRIPTION
 AH7905
 AH7905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7905'0.3 KM (0.20 MI) WESTERLY ALONG MAIN STREET FROM THE POST OFFICE IN
 AH7905'EDMORE, THENCE 4.8 KM (3.00 MI) NORTHERLY ALONG WYMAN ROAD, 26.4 M
 AH7905'(86.6 FT) EAST OF THE ROAD CENTERLINE, 10.0 M (32.8 FT) SOUTH OF THE
 AH7905'CENTER OF CUTLER ROAD, 2.2 M (7.2 FT) WEST OF A UTILITY POLE, 0.4 M
 AH7905'(1.3 FT) NORTH OF A WITNESS POST, AND 0.4 M (1.3 FT) BELOW THE LEVEL
 AH7905'OF THE ROADS.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AH7905'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7915 ***********************************************************************
 AH7915  DESIGNATION -  M 343
 AH7915  PID         -  AH7915
 AH7915  STATE/COUNTY-  MI/MONTCALM
 AH7915  USGS QUAD   -  SHERIDAN (1972)
 AH7915
 AH7915                         *CURRENT SURVEY CONTROL
 AH7915  ___________________________________________________________________
 AH7915* NAD 83(1986)-  43 13 37.     (N)    085 04 50.     (W)     SCALED    
 AH7915* NAVD 88     -       256.296  (meters)     840.86   (feet)  ADJUSTED  
 AH7915  ___________________________________________________________________
 AH7915  GEOID HEIGHT-         -32.70  (meters)                     GEOID03
 AH7915  DYNAMIC HT  -         256.245 (meters)     840.70  (feet)  COMP
 AH7915  MODELED GRAV-     980,411.4   (mgal)                       NAVD 88
 AH7915
 AH7915  VERT ORDER  -  FIRST     CLASS II
 AH7915
 AH7915.The horizontal coordinates were scaled from a topographic map and have
 AH7915.an estimated accuracy of +/- 6 seconds.
 AH7915
 AH7915.The orthometric height was determined by differential leveling
 AH7915.and adjusted by the National Geodetic Survey in January 2002..
 AH7915
 AH7915.The geoid height was determined by GEOID03.
 AH7915
 AH7915.The dynamic height is computed by dividing the NAVD 88
 AH7915.geopotential number by the normal gravity value computed on the
 AH7915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH7915.degrees latitude (g = 980.6199 gals.).
 AH7915
 AH7915.The modeled gravity was interpolated from observed gravity values.
 AH7915
 AH7915;                    North         East    Units  Estimated Accuracy
 AH7915;SPC MI S     -   192,070.    3,942,010.      MT  (+/- 180 meters Scaled)
 AH7915
 AH7915                          SUPERSEDED SURVEY CONTROL
 AH7915
 AH7915.No superseded survey control is available for this station.
 AH7915
 AH7915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN558878(NAD 83)
 AH7915_MARKER: I = METAL ROD
 AH7915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH7915_STAMPING: M 343 1992
 AH7915_MARK LOGO: NGS   
 AH7915_PROJECTION: FLUSH
 AH7915_MAGNETIC: I = MARKER IS A STEEL ROD
 AH7915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7915+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AH7915_ROD/PIPE-DEPTH: 21.9 meters
 AH7915
 AH7915  HISTORY     - Date     Condition        Report By
 AH7915  HISTORY     - 1992     MONUMENTED       NGS
 AH7915
 AH7915                          STATION DESCRIPTION
 AH7915
 AH7915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH7915'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 AH7915'IN SHERIDAN, 106.6 M (349.7 FT) EAST OF THE HIGHWAY CENTERLINE, 9.2 M
 AH7915'(30.2 FT) NORTH OF AND LEVEL WITH THE CENTER OF A GRAVELED ROAD, 4.3 M
 AH7915'(14.1 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTH OF A FENCE, AND
 AH7915'0.5 M (1.6 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 AH7915'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8438 ***********************************************************************
 AH8438  DESIGNATION -  M 344
 AH8438  PID         -  AH8438
 AH8438  STATE/COUNTY-  MI/ST JOSEPH
 AH8438  USGS QUAD   -  THREE RIVERS WEST (1979)
 AH8438
 AH8438                         *CURRENT SURVEY CONTROL
 AH8438  ___________________________________________________________________
 AH8438* NAD 83(1986)-  41 58 13.     (N)    085 38 04.     (W)     SCALED    
 AH8438* NAVD 88     -       250.264  (meters)     821.07   (feet)  ADJUSTED  
 AH8438  ___________________________________________________________________
 AH8438  GEOID HEIGHT-         -33.03  (meters)                     GEOID03
 AH8438  DYNAMIC HT  -         250.180 (meters)     820.80  (feet)  COMP
 AH8438  MODELED GRAV-     980,277.7   (mgal)                       NAVD 88
 AH8438
 AH8438  VERT ORDER  -  FIRST     CLASS II
 AH8438
 AH8438.The horizontal coordinates were scaled from a topographic map and have
 AH8438.an estimated accuracy of +/- 6 seconds.
 AH8438
 AH8438.The orthometric height was determined by differential leveling
 AH8438.and adjusted by the National Geodetic Survey in March 2005..
 AH8438.No vertical observational check was made to the station.
 AH8438
 AH8438.The geoid height was determined by GEOID03.
 AH8438
 AH8438.The dynamic height is computed by dividing the NAVD 88
 AH8438.geopotential number by the normal gravity value computed on the
 AH8438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH8438.degrees latitude (g = 980.6199 gals.).
 AH8438
 AH8438.The modeled gravity was interpolated from observed gravity values.
 AH8438
 AH8438;                    North         East    Units  Estimated Accuracy
 AH8438;SPC MI S     -    53,030.    3,894,920.      MT  (+/- 180 meters Scaled)
 AH8438
 AH8438                          SUPERSEDED SURVEY CONTROL
 AH8438
 AH8438.No superseded survey control is available for this station.
 AH8438
 AH8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM131473(NAD 83)
 AH8438_MARKER: F = FLANGE-ENCASED ROD
 AH8438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH8438_STAMPING: M 344 1992
 AH8438_MARK LOGO: NGS   
 AH8438_PROJECTION: FLUSH
 AH8438_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH8438+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2001
 AH8438_ROD/PIPE-DEPTH: 27.3 meters
 AH8438
 AH8438  HISTORY     - Date     Condition        Report By
 AH8438  HISTORY     - 1992     MONUMENTED       NGS
 AH8438  HISTORY     - 20010528 GOOD             NGS
 AH8438
 AH8438                          STATION DESCRIPTION
 AH8438
 AH8438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AH8438'2.7 KM (1.65 MI) NORTHERLY ALONG MAIN STREET (U.S. HIGHWAY 131
 AH8438'BUSINESS) FROM THE POST OFFICE IN THREE RIVERS, 46.8 M (153.5 FT) EAST
 AH8438'OF THE CENTERLINE OF THE HIGHWAY, 43.0 M (141.1 FT) NORTH OF NORTHEAST
 AH8438'CORNER OF FRANKIES BAR AND GRILL, 4.5 M (14.8 FT) WEST-NORTHWEST OF
 AH8438'THE NEAR RAIL OF THE CONRAIL RAILROAD, 1.5 M (4.9 FT) NORTH-NORTHWEST
 AH8438'OF A RAILROAD SIGNAL LIGHT, 1.5 M (4.9 FT) SOUTHEAST OF UTILITY POLE
 AH8438'NUMBER S 251-153, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND
 AH8438'0.3 NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AH8438'THROUGH A 5-INCH LOGO CAP.
 AH8438
 AH8438                          STATION RECOVERY (2001)
 AH8438
 AH8438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RLR)
 AH8438'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8179 ***********************************************************************
 AB8179  DESIGNATION -  M 345
 AB8179  PID         -  AB8179
 AB8179  STATE/COUNTY-  MI/CHIPPEWA
 AB8179  USGS QUAD   -  SHELLDRAKE (1975)
 AB8179
 AB8179                         *CURRENT SURVEY CONTROL
 AB8179  ___________________________________________________________________
 AB8179* NAD 83(1986)-  46 41 26.     (N)    085 02 00.     (W)     SCALED    
 AB8179* NAVD 88     -       188.965  (meters)     619.96   (feet)  ADJUSTED  
 AB8179  ___________________________________________________________________
 AB8179  GEOID HEIGHT-         -36.36  (meters)                     GEOID03
 AB8179  DYNAMIC HT  -         188.982 (meters)     620.02  (feet)  COMP
 AB8179  MODELED GRAV-     980,698.7   (mgal)                       NAVD 88
 AB8179
 AB8179  VERT ORDER  -  SECOND    CLASS I
 AB8179
 AB8179.The horizontal coordinates were scaled from a topographic map and have
 AB8179.an estimated accuracy of +/- 6 seconds.
 AB8179
 AB8179.The orthometric height was determined by differential leveling
 AB8179.and adjusted by the National Geodetic Survey in July 2002..
 AB8179
 AB8179.The geoid height was determined by GEOID03.
 AB8179
 AB8179.The dynamic height is computed by dividing the NAVD 88
 AB8179.geopotential number by the normal gravity value computed on the
 AB8179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB8179.degrees latitude (g = 980.6199 gals.).
 AB8179
 AB8179.The modeled gravity was interpolated from observed gravity values.
 AB8179
 AB8179;                    North         East    Units  Estimated Accuracy
 AB8179;SPC MI N     -   213,850.    8,150,410.      MT  (+/- 180 meters Scaled)
 AB8179
 AB8179                          SUPERSEDED SURVEY CONTROL
 AB8179
 AB8179.No superseded survey control is available for this station.
 AB8179
 AB8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS503726(NAD 83)
 AB8179_MARKER: I = METAL ROD
 AB8179_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB8179_STAMPING: M 345 1996
 AB8179_MARK LOGO: NGS   
 AB8179_PROJECTION: FLUSH
 AB8179_MAGNETIC: I = MARKER IS A STEEL ROD
 AB8179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB8179+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2004
 AB8179_ROD/PIPE-DEPTH: 15.2 meters
 AB8179
 AB8179  HISTORY     - Date     Condition        Report By
 AB8179  HISTORY     - 1996     MONUMENTED       NGS
 AB8179  HISTORY     - 20040825 GOOD             USPSQD
 AB8179
 AB8179                          STATION DESCRIPTION
 AB8179
 AB8179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB8179'7.2 KM (4.45 MI) NORTHERLY ALONG WHITEFISH ROAD FROM THE JUNCTION OF
 AB8179'STATE HIGHWAY 123 IN PARADISE, 14.6 M (47.9 FT) EAST OF THE ROAD
 AB8179'CENTERLINE, 9.6 M (31.5 FT) NORTHEAST OF AN UNDERGROUND CABLE JUNCTION
 AB8179'BOX, 1.0 M (3.3 FT) WEST OF UTILITY POLE NUMBER EK1 484-1, 0.5 M (1.6
 AB8179'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AB8179'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB8179
 AB8179                          STATION RECOVERY (2004)
 AB8179
 AB8179'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 AB8179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7623 ***********************************************************************
 AB7623  DESIGNATION -  M 346
 AB7623  PID         -  AB7623
 AB7623  STATE/COUNTY-  MI/HOUGHTON
 AB7623  USGS QUAD   -  HANCOCK (1975)
 AB7623
 AB7623                         *CURRENT SURVEY CONTROL
 AB7623  ___________________________________________________________________
 AB7623* NAD 83(1986)-  47 08 12.     (N)    088 37 12.     (W)     SCALED    
 AB7623* NAVD 88     -       195.395  (meters)     641.06   (feet)  ADJUSTED  
 AB7623  ___________________________________________________________________
 AB7623  GEOID HEIGHT-         -33.56  (meters)                     GEOID03
 AB7623  DYNAMIC HT  -         195.428 (meters)     641.17  (feet)  COMP
 AB7623  MODELED GRAV-     980,776.0   (mgal)                       NAVD 88
 AB7623
 AB7623  VERT ORDER  -  FIRST     CLASS II
 AB7623
 AB7623.The horizontal coordinates were scaled from a topographic map and have
 AB7623.an estimated accuracy of +/- 6 seconds.
 AB7623
 AB7623.The orthometric height was determined by differential leveling
 AB7623.and adjusted by the National Geodetic Survey in July 2002..
 AB7623
 AB7623.The geoid height was determined by GEOID03.
 AB7623
 AB7623.The dynamic height is computed by dividing the NAVD 88
 AB7623.geopotential number by the normal gravity value computed on the
 AB7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7623.degrees latitude (g = 980.6199 gals.).
 AB7623
 AB7623.The modeled gravity was interpolated from observed gravity values.
 AB7623
 AB7623;                    North         East    Units  Estimated Accuracy
 AB7623;SPC MI N     -   262,830.    7,877,110.      MT  (+/- 180 meters Scaled)
 AB7623
 AB7623                          SUPERSEDED SURVEY CONTROL
 AB7623
 AB7623.No superseded survey control is available for this station.
 AB7623
 AB7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT771216(NAD 83)
 AB7623_MARKER: I = METAL ROD
 AB7623_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB7623_STAMPING: M 346 1996
 AB7623_MARK LOGO: NGS   
 AB7623_PROJECTION: FLUSH
 AB7623_MAGNETIC: I = MARKER IS A STEEL ROD
 AB7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7623+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 AB7623_ROD/PIPE-DEPTH: 4.5  meters
 AB7623_SLEEVE-DEPTH  : 0.9 meters
 AB7623
 AB7623  HISTORY     - Date     Condition        Report By
 AB7623  HISTORY     - 1996     MONUMENTED       NGS
 AB7623  HISTORY     - 19980929 GOOD             MIDT
 AB7623  HISTORY     - 20010425 GOOD             MIDT
 AB7623
 AB7623                          STATION DESCRIPTION
 AB7623
 AB7623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB7623'2.6 KM (1.60 MI) NORTHERLY ALONG STATE HIGHWAY 203 FROM THE JUNCTION
 AB7623'OF U.S.  HIGHWAY 41 IN HANCOCK, 30.0 M (98.4 FT) NORTHWEST OF THE
 AB7623'CENTER OF THE SOUTH DRIVEWAY LEADING TO THE EAGLES CLUB, 20.0 M (65.6
 AB7623'FT) WEST OF A FIRE HYDRANT, 11.0 M (36.1 FT) NORTHEAST OF THE HIGHWAY
 AB7623'CENTERLINE, 9.9 M (32.5 FT) SOUTHEAST OF THE CENTER OF THE NORTH
 AB7623'DRIVEWAY, 5.0 M (16.4 FT) NORTH OF A SIGN (EAGLES CLUB) , 1.4 M (4.6
 AB7623'FT) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND 2 GUY CABLES,
 AB7623'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW
 AB7623'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AB7623'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB7623'FOR A CLASS A MARK.
 AB7623
 AB7623                          STATION RECOVERY (1998)
 AB7623
 AB7623'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1998 (MPR)
 AB7623'RECOVERED AS DESCRIBED.
 AB7623
 AB7623                          STATION RECOVERY (2001)
 AB7623
 AB7623'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (SHN)
 AB7623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5818 ***********************************************************************
 AC5818  DESIGNATION -  M 347
 AC5818  PID         -  AC5818
 AC5818  STATE/COUNTY-  MI/KEWEENAW
 AC5818  USGS QUAD   -  DELAWARE (1997)
 AC5818
 AC5818                         *CURRENT SURVEY CONTROL
 AC5818  ___________________________________________________________________
 AC5818* NAD 83(1986)-  47 23 51.     (N)    088 02 43.     (W)     SCALED    
 AC5818* NAVD 88     -       321.080  (meters)    1053.41   (feet)  ADJUSTED  
 AC5818  ___________________________________________________________________
 AC5818  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 AC5818  DYNAMIC HT  -         321.130 (meters)    1053.57  (feet)  COMP
 AC5818  MODELED GRAV-     980,758.3   (mgal)                       NAVD 88
 AC5818
 AC5818  VERT ORDER  -  SECOND    CLASS I
 AC5818
 AC5818.The horizontal coordinates were scaled from a topographic map and have
 AC5818.an estimated accuracy of +/- 6 seconds.
 AC5818
 AC5818.The orthometric height was determined by differential leveling
 AC5818.and adjusted by the National Geodetic Survey in March 1997..
 AC5818
 AC5818.The geoid height was determined by GEOID03.
 AC5818
 AC5818.The dynamic height is computed by dividing the NAVD 88
 AC5818.geopotential number by the normal gravity value computed on the
 AC5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5818.degrees latitude (g = 980.6199 gals.).
 AC5818
 AC5818.The modeled gravity was interpolated from observed gravity values.
 AC5818
 AC5818;                    North         East    Units  Estimated Accuracy
 AC5818;SPC MI N     -   291,090.    7,921,090.      MT  (+/- 180 meters Scaled)
 AC5818
 AC5818                          SUPERSEDED SURVEY CONTROL
 AC5818
 AC5818.No superseded survey control is available for this station.
 AC5818
 AC5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDT211498(NAD 83)
 AC5818_MARKER: I = METAL ROD
 AC5818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AC5818+WITH SETTING: INFORMATION.
 AC5818_STAMPING: M 347 1996
 AC5818_MARK LOGO: NGS   
 AC5818_MAGNETIC: I = MARKER IS A STEEL ROD
 AC5818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5818+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2004
 AC5818
 AC5818  HISTORY     - Date     Condition        Report By
 AC5818  HISTORY     - 1996     MONUMENTED       NGS
 AC5818  HISTORY     - 20041022 GOOD             GEOCAC
 AC5818
 AC5818                          STATION DESCRIPTION
 AC5818
 AC5818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AC5818'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AC5818'STATE HIGHWAY 26 IN PHOENIX, THENCE 4.4 KM (2.75 MI) SOUTHEASTERLY
 AC5818'ALONG THE LAC LA BELLE-BETE GRISE ROAD, A METAL ROD DRIVEN 1.0 METER
 AC5818'AND FLUSH AND FLUSH WITH THE GROUND, 10.4 M (34.1 FT) SOUTH OF THE
 AC5818'ROAD CENTER, 0.4 M (1.3 FT) EAST OF A 2.5 BY 3-FOOT BOULDER, 0.3 M
 AC5818'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) NORTH OF A
 AC5818'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AC5818'CAP.    NOTE--THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
 AC5818
 AC5818                          STATION RECOVERY (2004)
 AC5818
 AC5818'RECOVERY NOTE BY GEOCACHING 2004 (MPR)
 AC5818'NAD 83(1986)-  47 23 49.9 (N) -  088 02 41.9 (W)  HANDHELD DGPS
 AC5818' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0044 ***********************************************************************
 PK0044  DESIGNATION -  M 35
 PK0044  PID         -  PK0044
 PK0044  STATE/COUNTY-  MI/IOSCO
 PK0044  USGS QUAD   -  EAST TAWAS (1989)
 PK0044
 PK0044                         *CURRENT SURVEY CONTROL
 PK0044  ___________________________________________________________________
 PK0044* NAD 83(1986)-  44 20 10.     (N)    083 22 36.     (W)     SCALED    
 PK0044* NAVD 88     -       184.309  (meters)     604.69   (feet)  ADJUSTED  
 PK0044  ___________________________________________________________________
 PK0044  GEOID HEIGHT-         -35.19  (meters)                     GEOID03
 PK0044  DYNAMIC HT  -         184.288 (meters)     604.62  (feet)  COMP
 PK0044  MODELED GRAV-     980,501.7   (mgal)                       NAVD 88
 PK0044
 PK0044  VERT ORDER  -  FIRST     CLASS II
 PK0044
 PK0044.The horizontal coordinates were scaled from a topographic map and have
 PK0044.an estimated accuracy of +/- 6 seconds.
 PK0044
 PK0044.The orthometric height was determined by differential leveling
 PK0044.and adjusted by the National Geodetic Survey in June 1991..
 PK0044
 PK0044.The geoid height was determined by GEOID03.
 PK0044
 PK0044.The dynamic height is computed by dividing the NAVD 88
 PK0044.geopotential number by the normal gravity value computed on the
 PK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0044.degrees latitude (g = 980.6199 gals.).
 PK0044
 PK0044.The modeled gravity was interpolated from observed gravity values.
 PK0044
 PK0044;                    North         East    Units  Estimated Accuracy
 PK0044;SPC MI C     -   113,760.    6,078,950.      MT  (+/- 180 meters Scaled)
 PK0044
 PK0044                          SUPERSEDED SURVEY CONTROL
 PK0044
 PK0044  NGVD 29 (??/??/92)  184.541  (m)          605.45   (f) ADJ UNCH    1 2
 PK0044
 PK0044.Superseded values are not recommended for survey control.
 PK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0044.See file dsdata.txt to determine how the superseded data were derived.
 PK0044
 PK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK105119(NAD 83)
 PK0044_MARKER: DB = BENCH MARK DISK
 PK0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0044_STAMPING: M 35 1934
 PK0044_MARK LOGO: CGS   
 PK0044_PROJECTION: PROJECTING 8 CENTIMETERS
 PK0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0044+STABILITY: SURFACE MOTION
 PK0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0044+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2005
 PK0044
 PK0044  HISTORY     - Date     Condition        Report By
 PK0044  HISTORY     - 1934     MONUMENTED       CGS
 PK0044  HISTORY     - 1983     GOOD             NGS
 PK0044  HISTORY     - 20050816 GOOD             USPSQD
 PK0044
 PK0044                          STATION DESCRIPTION
 PK0044
 PK0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0044'7.4 MI N FROM EAST TAWAS.
 PK0044'7.4 MILES NORTH ALONG THE DETROIT AND MACKINAC RAILWAY FROM THE
 PK0044'STATION AT EAST TAWAS-TAWAS CITY, IOSCO COUNTY, 0.4 MILE NORTH
 PK0044'OF THE NORTH SWITCH AT THE SIDING AT KUNZE, 0.5 MILE NORTH OF
 PK0044'MILEPOST 66, 20 YARDS EAST OF POLE 2989, 2 YARDS SOUTH OF THE
 PK0044'CENTERLINE OF AN OLD ROAD, AND 14 YARDS EAST OF THE EAST RAIL.
 PK0044'A STANDARD DISK, STAMPED M 35 1934 AND SET IN THE TOP OF A
 PK0044'CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 PK0044
 PK0044                          STATION RECOVERY (1983)
 PK0044
 PK0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 PK0044'RECOVERED THIS DATE.  NEW DESCRIPTION FOLLOWS.  12.5 KM (7.75 MI)
 PK0044'NORTHEAST ALONG U.S. HIGHWAY 23 FROM THE JUNCTION OF NUEMAN STREET IN
 PK0044'EAST TAWAS, THENCE 0.48 KM (0.3 MI) NORTHWEST ALONG ASTER ROAD, THENCE
 PK0044'NORTHERLY 0.16 KM (0.1 MI) AFTER PASSING THROUGH ENTRANCE GATE AND TWO
 PK0044'BRICK PILLARS TO THE DETROIT AND MACKINAC RAILROAD, ALSO 0.8 KM
 PK0044'(0.5 MI) NORTHEAST ALONG RAILROAD FROM MILEPOST NUMBER 66, ON PROPERTY
 PK0044'OF TERRY WALTERS, 12.8 METERS (42.0 FT) SOUTHEAST OF SOUTHEAST RAIL,
 PK0044'AND 2.1 METERS (7.0 FT) SOUTHWEST OF A DIM WOODS ROAD.
 PK0044'THE MARK IS 0.30 METERS  SW FROM A WITNESS POST.
 PK0044'THE MARK IS 0.30 M BELOW RAILROAD.
 PK0044
 PK0044                          STATION RECOVERY (2005)
 PK0044
 PK0044'RECOVERY NOTE BY US POWER SQUADRON 2005 (DSR)
 PK0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6074 ***********************************************************************
 AC6074  DESIGNATION -  M 36 RESET
 AC6074  PID         -  AC6074
 AC6074  STATE/COUNTY-  MI/ALPENA
 AC6074  USGS QUAD   -  ALPENA (1971)
 AC6074
 AC6074                         *CURRENT SURVEY CONTROL
 AC6074  ___________________________________________________________________
 AC6074* NAD 83(1986)-  45 03 59.     (N)    083 27 00.     (W)     SCALED    
 AC6074* NAVD 88     -       183.46   (meters)     601.9    (feet)  RESET     
 AC6074  ___________________________________________________________________
 AC6074  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 AC6074
 AC6074  VERT ORDER  -  THIRD
 AC6074
 AC6074.The horizontal coordinates were scaled from a topographic map and have
 AC6074.an estimated accuracy of +/- 6 seconds.
 AC6074
 AC6074.The orthometric height was computed from unverified reset data.
 AC6074
 AC6074.The geoid height was determined by GEOID03.
 AC6074
 AC6074;                    North         East    Units  Estimated Accuracy
 AC6074;SPC MI C     -   194,840.    6,072,190.      MT  (+/- 180 meters Scaled)
 AC6074
 AC6074                          SUPERSEDED SURVEY CONTROL
 AC6074
 AC6074.No superseded survey control is available for this station.
 AC6074
 AC6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK071932(NAD 83)
 AC6074_MARKER: DV = VERTICAL CONTROL DISK
 AC6074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6074_STAMPING: M 36 RESET 1996
 AC6074_MARK LOGO: NGS   
 AC6074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6074+STABILITY: SURFACE MOTION
 AC6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6074+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AC6074
 AC6074  HISTORY     - Date     Condition        Report By
 AC6074  HISTORY     - 1996     MONUMENTED       NGS
 AC6074
 AC6074                          STATION DESCRIPTION
 AC6074
 AC6074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RLR)
 AC6074'STATION IS LOCATED IN QUAD.  450832.  IT IS LOCATED AT THE NORTHWEST
 AC6074'SIDE OF THE CITY OF ALPENA, IN THE SOUTHWEST 1/4 OF SECTION 22,
 AC6074'T-31-N, R-8-E, ALPENA TOWNSHIP AND ON PROPERTY OF THE ALPENA COUNTY
 AC6074'FAIR GROUNDS. TO REACH FROM THE JUNTION OF STATE ROUTY M-32 AND RIPLEY
 AC6074'BLVD AT THE WEST SIDE OF ALPENA, GO NORTHLY ON RIPLEY BLVD FOR 0.2
 AC6074'MILES (0.3 KM) TO A RAILROAD CROSSING AND RIPLEY BLVD TURNS INTO PARK
 AC6074'STREET. CONTINUE NORTHERLY ON PARK ST FOR 0.1 MI (0.2 KM) TO 11TH
 AC6074'STREET. TURN RIGHT AND GO NORTHEASTERLY, RUNNING PARALLEL WITH THE
 AC6074'FAIR GROUNDS, FOR 0.25 MI (0.40 KM) TO THE MAIN ENTRANCE TO THE FAIR
 AC6074'GROUNDS AND THE STATION ON THE LEFT, NORTH SIDE, AS DESCRIBED. STATION
 AC6074'IS SET 1.0 FT (0.3 M) BELOW THE GROUND SURFACE.  IT IS 68.2 FT (20.8
 AC6074'M) SOUTH FROM THE SOUTHEAST CORNER OF A SMALL CONCRETE BLOCK BUILDING
 AC6074'USED AS THE TICKET SELLING OFFICE TO FAIR-GROUNDS, 51.0 FT (15.5 M)
 AC6074'NORTH-NORTHWEST FROM THE CENTERLINE OF 11TH STREET, 41.5 FT (12.6 M)
 AC6074'SOUTH FROM A UTILITY POLE, 32.2 FT (9.8 M) NORTH-NORTHEAST FROM THE
 AC6074'FENCE CORNER WHICH TURNS THE CHAINLINK FENCE AROUND THE FAIR GROUNDS
 AC6074'BACK TO THE WEST, 26.6 FT (8.1 M) NORTHWEST OF A UTILITY POLE AND 7.0
 AC6074'FT (2.1 M) EAST-SOUTHEAST FROM THE CHAIN LINK FENCE AND A CARSONITE
 AC6074'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0013 ***********************************************************************
 PK0013  DESIGNATION -  M 38
 PK0013  PID         -  PK0013
 PK0013  STATE/COUNTY-  MI/HURON
 PK0013  USGS QUAD   -  HURON CITY (1970)
 PK0013
 PK0013                         *CURRENT SURVEY CONTROL
 PK0013  ___________________________________________________________________
 PK0013* NAD 83(1986)-  44 01 48.     (N)    082 49 48.     (W)     SCALED    
 PK0013* NAVD 88     -       196.766  (meters)     645.56   (feet)  ADJUSTED  
 PK0013  ___________________________________________________________________
 PK0013  GEOID HEIGHT-         -35.12  (meters)                     GEOID03
 PK0013  DYNAMIC HT  -         196.738 (meters)     645.46  (feet)  COMP
 PK0013  MODELED GRAV-     980,469.9   (mgal)                       NAVD 88
 PK0013  OBS GRAVITY -     980,467.0   (mgal)                       GRAV_OBS
 PK0013
 PK0013  VERT ORDER  -  FIRST     CLASS 0
 PK0013
 PK0013.The horizontal coordinates were scaled from a topographic map and have
 PK0013.an estimated accuracy of +/- 6 seconds.
 PK0013
 PK0013.The orthometric height was determined by differential leveling
 PK0013.and adjusted by the National Geodetic Survey in June 1991..
 PK0013
 PK0013.The geoid height was determined by GEOID03.
 PK0013
 PK0013.The dynamic height is computed by dividing the NAVD 88
 PK0013.geopotential number by the normal gravity value computed on the
 PK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0013.degrees latitude (g = 980.6199 gals.).
 PK0013
 PK0013.The modeled gravity was interpolated from observed gravity values.
 PK0013.The observed gravity was obtained from relative gravimeter ties
 PK0013.to the IGSN71 gravity network.
 PK0013
 PK0013;                    North         East    Units  Estimated Accuracy
 PK0013;SPC MI S     -   282,180.    4,123,190.      MT  (+/- 180 meters Scaled)
 PK0013
 PK0013                          SUPERSEDED SURVEY CONTROL
 PK0013
 PK0013  NGVD 29 (??/??/92)  196.903  (m)          646.01   (f) ADJ UNCH    1 0
 PK0013
 PK0013.Superseded values are not recommended for survey control.
 PK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0013.See file dsdata.txt to determine how the superseded data were derived.
 PK0013
 PK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ533768(NAD 83)
 PK0013_MARKER: DB = BENCH MARK DISK
 PK0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PK0013_STAMPING: M 38 1934
 PK0013_PROJECTION: PROJECTING 3 CENTIMETERS
 PK0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0013+STABILITY: SURFACE MOTION
 PK0013
 PK0013  HISTORY     - Date     Condition        Report By
 PK0013  HISTORY     - 1934     MONUMENTED       CGS
 PK0013  HISTORY     - 1968     GOOD             NGS
 PK0013  HISTORY     - 1976     GOOD             NOS
 PK0013  HISTORY     - 1988     GOOD             USPSQD
 PK0013
 PK0013                          STATION DESCRIPTION
 PK0013
 PK0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0013'AT HURON CITY.
 PK0013'AT HURON CITY, HURON COUNTY, 115 FEET WEST OF THE NORTHWEST
 PK0013'CORNER OF THE SCHOOL, 49 FEET SOUTH OF THE CENTERLINE OF U.S.
 PK0013'HIGHWAY 25, 4 FEET NORTH OF A WIRE FENCE CORNER, 1 FOOT EAST
 PK0013'OF A WIRE FENCE, AND 3 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 PK0013'DISK, STAMPED M 38 1934 AND SET IN THE TOP OF A CONCRETE POST.
 PK0013'0.1 MILE EAST OF THE HURON CITY COAST GUARD STA. (OLD) 187 FEET
 PK0013'SOUTHWEST OF THE INTERSECTION OF U.S. HWY. 25 AND A GRAVELED
 PK0013'ROAD NE (LIGHTHOUSE CO. PARK) 173 FEET WEST OF A LARGE METAL
 PK0013'BELL SUPPORTED BY TIMBERS AND 1 FOOT OF A METAL WITNESS POST.
 PK0013'THE MONUMENT PROJECTS 10 INCHES.
 PK0013
 PK0013                          STATION RECOVERY (1968)
 PK0013
 PK0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 PK0013'RECOVERED IN GOOD CONDITION.
 PK0013
 PK0013                          STATION RECOVERY (1976)
 PK0013
 PK0013'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1976
 PK0013'0.32 MILE EAST ALONG HIGHWAY M25 FROM THE PIONEER ROAD BRIDGE OVER
 PK0013'WILLOW CREEK, 0.16 MILE EAST ALONG PIONEER ROAD FROM THE INTERSECTION
 PK0013'HURON CITY ROAD, 46 FT. SOUTH CENTERLINE OF PIONEER ROAD, 1 FT. ABOVE
 PK0013'GROUND SURFACE, BEING HIGHEST POINT OVER CROSS AT CENTER OF BRONZE
 PK0013'DISK SET INTO A 5 INCH SQUARE CONCRETE MONUMENT.
 PK0013
 PK0013                          STATION RECOVERY (1988)
 PK0013
 PK0013'RECOVERY NOTE BY US POWER SQUADRON 1988 (CFR)
 PK0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0355 ***********************************************************************
 OJ0355  DESIGNATION -  M 39
 OJ0355  PID         -  OJ0355
 OJ0355  STATE/COUNTY-  MI/SAGINAW
 OJ0355  USGS QUAD   -  SAGINAW NE (1973)
 OJ0355
 OJ0355                         *CURRENT SURVEY CONTROL
 OJ0355  ___________________________________________________________________
 OJ0355* NAD 83(1986)-  43 26 36.     (N)    083 46 41.     (W)     SCALED    
 OJ0355* NAVD 88     -       183.161  (meters)     600.92   (feet)  ADJUSTED  
 OJ0355  ___________________________________________________________________
 OJ0355  GEOID HEIGHT-         -34.38  (meters)                     GEOID03
 OJ0355  DYNAMIC HT  -         183.122 (meters)     600.79  (feet)  COMP
 OJ0355  MODELED GRAV-     980,403.3   (mgal)                       NAVD 88
 OJ0355
 OJ0355  VERT ORDER  -  SECOND    CLASS 0
 OJ0355
 OJ0355.The horizontal coordinates were scaled from a topographic map and have
 OJ0355.an estimated accuracy of +/- 6 seconds.
 OJ0355
 OJ0355.The orthometric height was determined by differential leveling
 OJ0355.and adjusted by the National Geodetic Survey in June 1991..
 OJ0355
 OJ0355.The geoid height was determined by GEOID03.
 OJ0355
 OJ0355.The dynamic height is computed by dividing the NAVD 88
 OJ0355.geopotential number by the normal gravity value computed on the
 OJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0355.degrees latitude (g = 980.6199 gals.).
 OJ0355
 OJ0355.The modeled gravity was interpolated from observed gravity values.
 OJ0355
 OJ0355;                    North         East    Units  Estimated Accuracy
 OJ0355;SPC MI S     -   216,030.    4,047,650.      MT  (+/- 180 meters Scaled)
 OJ0355
 OJ0355                          SUPERSEDED SURVEY CONTROL
 OJ0355
 OJ0355  NGVD 29 (??/??/92)  183.335  (m)          601.49   (f) ADJ UNCH    2 0
 OJ0355
 OJ0355.Superseded values are not recommended for survey control.
 OJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0355.See file dsdata.txt to determine how the superseded data were derived.
 OJ0355
 OJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ751137(NAD 83)
 OJ0355_MARKER: DB = BENCH MARK DISK
 OJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0355_STAMPING: M 39 1934
 OJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0355+STABILITY: SURFACE MOTION
 OJ0355
 OJ0355  HISTORY     - Date     Condition        Report By
 OJ0355  HISTORY     - 1934     MONUMENTED       CGS
 OJ0355  HISTORY     - 19940508 GOOD             USPSQD
 OJ0355  HISTORY     - 20010808 MARK NOT FOUND   NGS
 OJ0355
 OJ0355                          STATION DESCRIPTION
 OJ0355
 OJ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OJ0355'4.7 MI W FROM REESE.
 OJ0355'IN SAGINAW COUNTY, 4.7 MILES WEST ALONG THE CHESAPEAKE AND
 OJ0355'OHIO RAILWAY FROM THE STATION AT REESE, TUSCOLA COUNTY, AT A
 OJ0355'ROAD CROSSING, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 25.5
 OJ0355'FEET NORTH OF THE NORTH RAIL, AT A FENCE CORNER, AND 1 FOOT
 OJ0355'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 39 1934
 OJ0355'AND SET IN THE TOP OF A CONCRETE POST.
 OJ0355
 OJ0355                          STATION RECOVERY (1994)
 OJ0355
 OJ0355'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0355'RECOVERED IN GOOD CONDITION.
 OJ0355
 OJ0355                          STATION RECOVERY (2001)
 OJ0355
 OJ0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OJ0355'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0025 ***********************************************************************
 OK0025  DESIGNATION -  M 40
 OK0025  PID         -  OK0025
 OK0025  STATE/COUNTY-  MI/MIDLAND
 OK0025  USGS QUAD   -  SANFORD (1973)
 OK0025
 OK0025                         *CURRENT SURVEY CONTROL
 OK0025  ___________________________________________________________________
 OK0025* NAD 83(1986)-  43 41 12.     (N)    084 25 06.     (W)     SCALED    
 OK0025* NAVD 88     -       197.023  (meters)     646.40   (feet)  ADJUSTED  
 OK0025  ___________________________________________________________________
 OK0025  GEOID HEIGHT-         -34.10  (meters)                     GEOID03
 OK0025  DYNAMIC HT  -         196.985 (meters)     646.27  (feet)  COMP
 OK0025  MODELED GRAV-     980,422.7   (mgal)                       NAVD 88
 OK0025
 OK0025  VERT ORDER  -  SECOND    CLASS 0
 OK0025
 OK0025.The horizontal coordinates were scaled from a topographic map and have
 OK0025.an estimated accuracy of +/- 6 seconds.
 OK0025
 OK0025.The orthometric height was determined by differential leveling
 OK0025.and adjusted by the National Geodetic Survey in June 1991..
 OK0025
 OK0025.The geoid height was determined by GEOID03.
 OK0025
 OK0025.The dynamic height is computed by dividing the NAVD 88
 OK0025.geopotential number by the normal gravity value computed on the
 OK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0025.degrees latitude (g = 980.6199 gals.).
 OK0025
 OK0025.The modeled gravity was interpolated from observed gravity values.
 OK0025
 OK0025;                    North         East    Units  Estimated Accuracy
 OK0025;SPC MI S     -   242,900.    3,995,830.      MT  (+/- 180 meters Scaled)
 OK0025
 OK0025                          SUPERSEDED SURVEY CONTROL
 OK0025
 OK0025  NGVD 29 (??/??/92)  197.193  (m)          646.96   (f) ADJ UNCH    2 0
 OK0025
 OK0025.Superseded values are not recommended for survey control.
 OK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0025.See file dsdata.txt to determine how the superseded data were derived.
 OK0025
 OK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGP080403(NAD 83)
 OK0025_MARKER: DB = BENCH MARK DISK
 OK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0025_STAMPING: M 40 1934
 OK0025_MARK LOGO: CGS   
 OK0025_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0025+STABILITY: SURFACE MOTION
 OK0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 OK0025+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1995
 OK0025
 OK0025  HISTORY     - Date     Condition        Report By
 OK0025  HISTORY     - 1934     MONUMENTED       CGS
 OK0025  HISTORY     - 19950403 MARK NOT FOUND   LOCENG
 OK0025
 OK0025                          STATION DESCRIPTION
 OK0025
 OK0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0025'2 MI NW FROM SANFORD.
 OK0025'2.0 MILES NORTHWEST ALONG THE CHESAPEAKE AND OHIO RAILWAY
 OK0025'FROM THE STATION AT SANFORD, MIDLAND COUNTY, 35 FEET NORTH OF
 OK0025'THE NORTH RAIL, IN LINE WITH A ROW OF POLES, AND ABOUT 6 INCHES
 OK0025'BELOW THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 40 1934
 OK0025'AND SET IN THE TOP OF A CONCRETE POST.
 OK0025
 OK0025                          STATION RECOVERY (1995)
 OK0025
 OK0025'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1995 (NCC)
 OK0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0334 ***********************************************************************
 OJ0334  DESIGNATION -  M 41
 OJ0334  PID         -  OJ0334
 OJ0334  STATE/COUNTY-  MI/LAPEER
 OJ0334  USGS QUAD   -  LAPEER (1980)
 OJ0334
 OJ0334                         *CURRENT SURVEY CONTROL
 OJ0334  ___________________________________________________________________
 OJ0334* NAD 83(1986)-  43 02 28.     (N)    083 15 53.     (W)     SCALED    
 OJ0334* NAVD 88     -       258.361  (meters)     847.64   (feet)  ADJUSTED  
 OJ0334  ___________________________________________________________________
 OJ0334  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0334  DYNAMIC HT  -         258.292 (meters)     847.41  (feet)  COMP
 OJ0334  MODELED GRAV-     980,344.4   (mgal)                       NAVD 88
 OJ0334
 OJ0334  VERT ORDER  -  SECOND    CLASS 0
 OJ0334
 OJ0334.The horizontal coordinates were scaled from a topographic map and have
 OJ0334.an estimated accuracy of +/- 6 seconds.
 OJ0334
 OJ0334.The orthometric height was determined by differential leveling
 OJ0334.and adjusted by the National Geodetic Survey in June 1991..
 OJ0334
 OJ0334.The geoid height was determined by GEOID03.
 OJ0334
 OJ0334.The dynamic height is computed by dividing the NAVD 88
 OJ0334.geopotential number by the normal gravity value computed on the
 OJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0334.degrees latitude (g = 980.6199 gals.).
 OJ0334
 OJ0334.The modeled gravity was interpolated from observed gravity values.
 OJ0334
 OJ0334;                    North         East    Units  Estimated Accuracy
 OJ0334;SPC MI S     -   171,770.    4,089,780.      MT  (+/- 180 meters Scaled)
 OJ0334
 OJ0334                          SUPERSEDED SURVEY CONTROL
 OJ0334
 OJ0334  NGVD 29 (??/??/92)  258.496  (m)          848.08   (f) ADJ UNCH    2 0
 OJ0334
 OJ0334.Superseded values are not recommended for survey control.
 OJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0334.See file dsdata.txt to determine how the superseded data were derived.
 OJ0334
 OJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH155678(NAD 83)
 OJ0334_MARKER: DB = BENCH MARK DISK
 OJ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0334_STAMPING: M 41 1934
 OJ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0334+STABILITY: SURFACE MOTION
 OJ0334
 OJ0334  HISTORY     - Date     Condition        Report By
 OJ0334  HISTORY     - 1934     MONUMENTED       CGS
 OJ0334  HISTORY     - 1956     MARK NOT FOUND   NGS
 OJ0334  HISTORY     - 1977     MARK NOT FOUND   NGS
 OJ0334  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 OJ0334
 OJ0334                          STATION DESCRIPTION
 OJ0334
 OJ0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OJ0334'2.1 MI E FROM LAPEER.
 OJ0334'2.1 MILES EAST ALONG THE GRAND TRUNK WESTERN RAILROAD FROM THE
 OJ0334'STATION AT LAPEER, LAPEER COUNTY, AT A ROAD CROSSING, 46 FEET
 OJ0334'EAST OF THE CENTERLINE OF THE ROAD, 35.2 FEET NORTH OF THE
 OJ0334'NORTH RAIL, 2.6 FEET SOUTH OF A WIRE AND WOODEN FENCE, AND 1
 OJ0334'FOOT HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OJ0334'M 41 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OJ0334
 OJ0334                          STATION RECOVERY (1977)
 OJ0334
 OJ0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 OJ0334'MARK NOT FOUND.
 OJ0334
 OJ0334                          STATION RECOVERY (1997)
 OJ0334
 OJ0334'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0044 ***********************************************************************
 NF0044  DESIGNATION -  M 42
 NF0044  PID         -  NF0044
 NF0044  STATE/COUNTY-  MI/SHIAWASSEE
 NF0044  USGS QUAD   -  SHAFTSBURG (1972)
 NF0044
 NF0044                         *CURRENT SURVEY CONTROL
 NF0044  ___________________________________________________________________
 NF0044* NAD 83(1986)-  42 47 52.     (N)    084 17 48.     (W)     SCALED    
 NF0044* NAVD 88     -       266.310  (meters)     873.72   (feet)  ADJUSTED  
 NF0044  ___________________________________________________________________
 NF0044  GEOID HEIGHT-         -33.19  (meters)                     GEOID03
 NF0044  DYNAMIC HT  -         266.243 (meters)     873.50  (feet)  COMP
 NF0044  MODELED GRAV-     980,361.2   (mgal)                       NAVD 88
 NF0044
 NF0044  VERT ORDER  -  SECOND    CLASS 0
 NF0044
 NF0044.The horizontal coordinates were scaled from a topographic map and have
 NF0044.an estimated accuracy of +/- 6 seconds.
 NF0044
 NF0044.The orthometric height was determined by differential leveling
 NF0044.and adjusted by the National Geodetic Survey in June 1991..
 NF0044
 NF0044.The geoid height was determined by GEOID03.
 NF0044
 NF0044.The dynamic height is computed by dividing the NAVD 88
 NF0044.geopotential number by the normal gravity value computed on the
 NF0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0044.degrees latitude (g = 980.6199 gals.).
 NF0044
 NF0044.The modeled gravity was interpolated from observed gravity values.
 NF0044
 NF0044;                    North         East    Units  Estimated Accuracy
 NF0044;SPC MI S     -   144,160.    4,005,730.      MT  (+/- 180 meters Scaled)
 NF0044
 NF0044                          SUPERSEDED SURVEY CONTROL
 NF0044
 NF0044  NGVD 29 (??/??/92)  266.443  (m)          874.16   (f) ADJ UNCH    2 0
 NF0044
 NF0044.Superseded values are not recommended for survey control.
 NF0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0044.See file dsdata.txt to determine how the superseded data were derived.
 NF0044
 NF0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN210419(NAD 83)
 NF0044_MARKER: DB = BENCH MARK DISK
 NF0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0044_STAMPING: M 42 1934
 NF0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0044+STABILITY: SURFACE MOTION
 NF0044
 NF0044  HISTORY     - Date     Condition        Report By
 NF0044  HISTORY     - 1934     MONUMENTED       CGS
 NF0044  HISTORY     - 1972     MARK NOT FOUND   USGS
 NF0044  HISTORY     - 1976     MARK NOT FOUND   NGS
 NF0044
 NF0044                          STATION DESCRIPTION
 NF0044
 NF0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0044'AT SHAFTSBURG.
 NF0044'AT SHAFTSBURG, SHIAWASSEE COUNTY, 55 YARDS WEST OF THE WEST
 NF0044'END OF THE GRAND TRUNK WESTERN RAILROAD STATION, 45 YARDS SOUTH
 NF0044'OF THE SOUTHWEST CORNER OF A BRICK SUB-STATION, 38.6 FEET EAST
 NF0044'OF THE SOUTHEAST CORNER OF A SECTION HOUSE, AND 17.2 FEET NORTH
 NF0044'OF THE NORTH RAIL OF THE NORTH TRACK.  A STANDARD DISK, STAMPED
 NF0044'M 42 1934 AND SET IN THE TOP OF A CONCRETE POST.
 NF0044
 NF0044                          STATION RECOVERY (1972)
 NF0044
 NF0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 NF0044'MARK NOT FOUND.
 NF0044
 NF0044                          STATION RECOVERY (1976)
 NF0044
 NF0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 NF0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0373 ***********************************************************************
 NE0373  DESIGNATION -  M 43
 NE0373  PID         -  NE0373
 NE0373  STATE/COUNTY-  MI/OAKLAND
 NE0373  USGS QUAD   -  PONTIAC SOUTH (1997)
 NE0373
 NE0373                         *CURRENT SURVEY CONTROL
 NE0373  ___________________________________________________________________
 NE0373* NAD 83(1986)-  42 37 29.     (N)    083 16 07.     (W)     SCALED    
 NE0373* NAVD 88     -       286.365  (meters)     939.52   (feet)  ADJUSTED  
 NE0373  ___________________________________________________________________
 NE0373  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 NE0373  DYNAMIC HT  -         286.280 (meters)     939.24  (feet)  COMP
 NE0373  MODELED GRAV-     980,317.1   (mgal)                       NAVD 88
 NE0373
 NE0373  VERT ORDER  -  SECOND    CLASS 0
 NE0373
 NE0373.The horizontal coordinates were scaled from a topographic map and have
 NE0373.an estimated accuracy of +/- 6 seconds.
 NE0373
 NE0373.The orthometric height was determined by differential leveling
 NE0373.and adjusted by the National Geodetic Survey in June 1991..
 NE0373
 NE0373.The geoid height was determined by GEOID03.
 NE0373
 NE0373.The dynamic height is computed by dividing the NAVD 88
 NE0373.geopotential number by the normal gravity value computed on the
 NE0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0373.degrees latitude (g = 980.6199 gals.).
 NE0373
 NE0373.The modeled gravity was interpolated from observed gravity values.
 NE0373
 NE0373;                    North         East    Units  Estimated Accuracy
 NE0373;SPC MI S     -   125,520.    4,090,070.      MT  (+/- 180 meters Scaled)
 NE0373
 NE0373                          SUPERSEDED SURVEY CONTROL
 NE0373
 NE0373  NGVD 29 (??/??/92)  286.480  (m)          939.89   (f) ADJ UNCH    2 0
 NE0373
 NE0373.Superseded values are not recommended for survey control.
 NE0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0373.See file dsdata.txt to determine how the superseded data were derived.
 NE0373
 NE0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH139216(NAD 83)
 NE0373_MARKER: DB = BENCH MARK DISK
 NE0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0373_STAMPING: M 43 1934
 NE0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0373+STABILITY: SURFACE MOTION
 NE0373
 NE0373  HISTORY     - Date     Condition        Report By
 NE0373  HISTORY     - 1934     MONUMENTED       CGS
 NE0373  HISTORY     - 1952     MARK NOT FOUND   NGS
 NE0373  HISTORY     - 19970208 MARK NOT FOUND   USPSQD
 NE0373
 NE0373                          STATION DESCRIPTION
 NE0373
 NE0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 NE0373'AT PONTIAC.
 NE0373'AT PONTIAC, OAKLAND COUNTY, 1.1 MILES EAST OF THE JUNCTION OF THE
 NE0373'MICHIGAN AIRLINE RAILROAD AND THE GRAND TRUNK WESTERN RAILROAD,
 NE0373'19 YARDS NORTHEAST OF THE NORTH RAIL OF THE MICHIGAN AIRLINE
 NE0373'RAILROAD AT THE CROSSING OF EAST BOULEVARD, 15 YARDS NORTH OF
 NE0373'THE NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN THE TOP OF RAIL.
 NE0373'A STANDARD DISK, STAMPED M 43 1934 AND SET IN THE TOP OF A
 NE0373'CONCRETE POST.
 NE0373
 NE0373                          STATION RECOVERY (1997)
 NE0373
 NE0373'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0236 ***********************************************************************
 RJ0236  DESIGNATION -  M 44
 RJ0236  PID         -  RJ0236
 RJ0236  STATE/COUNTY-  MI/CHIPPEWA
 RJ0236  USGS QUAD   -  BRIMLEY (1975)
 RJ0236
 RJ0236                         *CURRENT SURVEY CONTROL
 RJ0236  ___________________________________________________________________
 RJ0236* NAD 83(1986)-  46 23 47.     (N)    084 36 49.     (W)     SCALED    
 RJ0236* NAVD 88     -       215.451  (meters)     706.86   (feet)  ADJUSTED  
 RJ0236  ___________________________________________________________________
 RJ0236  GEOID HEIGHT-         -36.33  (meters)                     GEOID03
 RJ0236  DYNAMIC HT  -         215.459 (meters)     706.89  (feet)  COMP
 RJ0236  MODELED GRAV-     980,649.0   (mgal)                       NAVD 88
 RJ0236
 RJ0236  VERT ORDER  -  FIRST     CLASS 0
 RJ0236
 RJ0236.The horizontal coordinates were scaled from a topographic map and have
 RJ0236.an estimated accuracy of +/- 6 seconds.
 RJ0236
 RJ0236.The orthometric height was determined by differential leveling
 RJ0236.and adjusted by the National Geodetic Survey in June 1991..
 RJ0236.WARNING-Repeat measurements at this control monument indicate possible
 RJ0236.vertical movement.
 RJ0236
 RJ0236.The geoid height was determined by GEOID03.
 RJ0236
 RJ0236.The dynamic height is computed by dividing the NAVD 88
 RJ0236.geopotential number by the normal gravity value computed on the
 RJ0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0236.degrees latitude (g = 980.6199 gals.).
 RJ0236
 RJ0236.The modeled gravity was interpolated from observed gravity values.
 RJ0236
 RJ0236;                    North         East    Units  Estimated Accuracy
 RJ0236;SPC MI N     -   182,040.    8,183,490.      MT  (+/- 180 meters Scaled)
 RJ0236
 RJ0236                          SUPERSEDED SURVEY CONTROL
 RJ0236
 RJ0236  NGVD 29 (??/??/92)  215.411  (m)          706.73   (f) ADJ UNCH    1 0
 RJ0236
 RJ0236.Superseded values are not recommended for survey control.
 RJ0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0236.See file dsdata.txt to determine how the superseded data were derived.
 RJ0236
 RJ0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS834408(NAD 83)
 RJ0236_MARKER: DB = BENCH MARK DISK
 RJ0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0236_STAMPING: M 44 1934
 RJ0236_MARK LOGO: CGS   
 RJ0236_PROJECTION: PROJECTING 7 CENTIMETERS
 RJ0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0236+STABILITY: SURFACE MOTION
 RJ0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RJ0236+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002
 RJ0236
 RJ0236  HISTORY     - Date     Condition        Report By
 RJ0236  HISTORY     - 1934     MONUMENTED       CGS
 RJ0236  HISTORY     - 1935     GOOD             NGS
 RJ0236  HISTORY     - 1983     GOOD             NGS
 RJ0236  HISTORY     - 20021001 GOOD             MIDT
 RJ0236
 RJ0236                          STATION DESCRIPTION
 RJ0236
 RJ0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 RJ0236'2 MI W FROM BRIMLEY.
 RJ0236'2.0 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0236'RAILWAY FROM BRIMLEY, CHIPPEWA COUNTY, OPPOSITE SPUR TRACK
 RJ0236'14, AT A ROAD CROSSING, 60 FEET SOUTH OF THE MAIN TRACK, 36 FEET
 RJ0236'WEST OF THE ROAD, 6 FEET EAST OF A FENCE CORNER, AND 2-1/2 FEET
 RJ0236'WEST OF A POLE.  A STANDARD DISK, STAMPED M 44 1934 AND SET IN
 RJ0236'THE TOP OF A CONCRETE POST.
 RJ0236
 RJ0236                          STATION RECOVERY (1983)
 RJ0236
 RJ0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0236'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 RJ0236'MI) WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE IN BRIMLEY, THENCE
 RJ0236'0.8 KM (0.5 MI) SOUTH ALONG A GRAVEL ROAD, THENCE 1.6 KM (1.0 MI) WEST
 RJ0236'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A NORTH-SOUTH GRAVEL ROAD AND
 RJ0236'OLD RAILROAD BED (NOW A SNOWMOBILE TRAIL), 11.0 METERS (36.0 FT) WEST
 RJ0236'OF ROAD, 1.8 METERS (6.0 FT) EAST OF A FENCE CORNER POST, 18.3 METERS
 RJ0236'(60.0 FT) SOUTH OF RAILROAD BED, AND 0.85 METERS (2.8 FT) WEST OF A
 RJ0236'3-INCH DIAMETER VERTICAL PIPE.
 RJ0236'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 RJ0236'THE MARK IS ABOVE LEVEL WITH ROAD.
 RJ0236
 RJ0236                          STATION RECOVERY (2002)
 RJ0236
 RJ0236'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (LEW)
 RJ0236'STATION IS 7.5 FEET S70W OF THE SOUTH METAL POST FOR ROAD SIGN AND 1.0
 RJ0236'FEET NORTH OF A FIBERGLASS WITNESS POST.  THE ROAD IS NOW PAVED.  THE
 RJ0236'CORNER FENCE POST IS NOT STANDING.  DID NOT FIND THE 3-INCH DIAMETER
 RJ0236'VERTIICAL PIPE.  SET 1/2-INCH REBAR ON SOUTH SIDE OF MONUMENT TO
 RJ0236'CREATE MAGNETIC DRAW.  MONUMENT 0.2 FEET ABOVE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0050 ***********************************************************************
 RK0050  DESIGNATION -  M 46
 RK0050  PID         -  RK0050
 RK0050  STATE/COUNTY-  MI/ALGER
 RK0050  USGS QUAD   -  
 RK0050
 RK0050                         *CURRENT SURVEY CONTROL
 RK0050  ___________________________________________________________________
 RK0050* NAD 83(1986)-  46 20 49.     (N)    086 27 22.     (W)     SCALED    
 RK0050* NAVD 88     -       248.629  (meters)     815.71   (feet)  ADJUSTED  
 RK0050  ___________________________________________________________________
 RK0050  GEOID HEIGHT-         -35.03  (meters)                     GEOID03
 RK0050  DYNAMIC HT  -         248.647 (meters)     815.77  (feet)  COMP
 RK0050  MODELED GRAV-     980,680.8   (mgal)                       NAVD 88
 RK0050
 RK0050  VERT ORDER  -  FIRST     CLASS II
 RK0050
 RK0050.The horizontal coordinates were scaled from a topographic map and have
 RK0050.an estimated accuracy of +/- 6 seconds.
 RK0050
 RK0050.The orthometric height was determined by differential leveling
 RK0050.and adjusted by the National Geodetic Survey in June 1991..
 RK0050
 RK0050.The geoid height was determined by GEOID03.
 RK0050
 RK0050.The dynamic height is computed by dividing the NAVD 88
 RK0050.geopotential number by the normal gravity value computed on the
 RK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0050.degrees latitude (g = 980.6199 gals.).
 RK0050
 RK0050.The modeled gravity was interpolated from observed gravity values.
 RK0050
 RK0050;                    North         East    Units  Estimated Accuracy
 RK0050;SPC MI N     -   173,930.    8,041,860.      MT  (+/- 180 meters Scaled)
 RK0050
 RK0050                          SUPERSEDED SURVEY CONTROL
 RK0050
 RK0050  NGVD 29 (??/??/92)  248.592  (m)          815.59   (f) ADJ UNCH    1 2
 RK0050
 RK0050.Superseded values are not recommended for survey control.
 RK0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0050.See file dsdata.txt to determine how the superseded data were derived.
 RK0050
 RK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES418327(NAD 83)
 RK0050_MARKER: DB = BENCH MARK DISK
 RK0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0050_STAMPING: M 46 1934
 RK0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0050+STABILITY: SURFACE MOTION
 RK0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 RK0050+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2002
 RK0050
 RK0050  HISTORY     - Date     Condition        Report By
 RK0050  HISTORY     - 1934     MONUMENTED       CGS
 RK0050  HISTORY     - 1954     GOOD             NGS
 RK0050  HISTORY     - 1980     MARK NOT FOUND   USGS
 RK0050  HISTORY     - 20020416 GOOD             MIDT
 RK0050
 RK0050                          STATION DESCRIPTION
 RK0050
 RK0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RK0050'0.6 MI E FROM SHINGLETON.
 RK0050'0.6 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0050'FROM THE STATION AT SHINGLETON, ALGER COUNTY, 15 FEET EAST OF
 RK0050'MILEPOST 104, 15 FEET SOUTH OF POLE 3843, AND 25 FEET NORTH
 RK0050'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED M
 RK0050'46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0050
 RK0050                          STATION RECOVERY (1980)
 RK0050
 RK0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 RK0050'MEASURMENTS SHOW MARK TO BE LOCATED IN A SWAMPY AREA. PROBABLY
 RK0050'DESTROYED.
 RK0050
 RK0050                          STATION RECOVERY (2002)
 RK0050
 RK0050'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2002 (MPR)
 RK0050'SHINGLETON, 0.686 MILES EAST ALONG M-28 FROM THE JUNCTION OF M-94, 124
 RK0050'FT SOUTH OF THE C/L OF M-28, 80 FT WEST ALONG THE RAILROAD FROM MILE
 RK0050'POST 140, 30 FT NORTH OF THE NORTH RAIL, 1 FT SOUTH OF A WITNESS POST
 RK0050'AND PROJECTING 6-INCHES ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0035 ***********************************************************************
 RL0035  DESIGNATION -  M 47
 RL0035  PID         -  RL0035
 RL0035  STATE/COUNTY-  MI/BARAGA
 RL0035  USGS QUAD   -  NESTORIA (1985)
 RL0035
 RL0035                         *CURRENT SURVEY CONTROL
 RL0035  ___________________________________________________________________
 RL0035* NAD 83(1986)-  46 34 05.     (N)    088 15 33.     (W)     SCALED    
 RL0035* NAVD 88     -       509.722  (meters)    1672.31   (feet)  ADJUSTED  
 RL0035  ___________________________________________________________________
 RL0035  GEOID HEIGHT-         -33.17  (meters)                     GEOID03
 RL0035  DYNAMIC HT  -         509.742 (meters)    1672.38  (feet)  COMP
 RL0035  MODELED GRAV-     980,636.3   (mgal)                       NAVD 88
 RL0035
 RL0035  VERT ORDER  -  FIRST     CLASS II
 RL0035
 RL0035.The horizontal coordinates were scaled from a topographic map and have
 RL0035.an estimated accuracy of +/- 6 seconds.
 RL0035
 RL0035.The orthometric height was determined by differential leveling
 RL0035.and adjusted by the National Geodetic Survey in June 1991..
 RL0035
 RL0035.The geoid height was determined by GEOID03.
 RL0035
 RL0035.The dynamic height is computed by dividing the NAVD 88
 RL0035.geopotential number by the normal gravity value computed on the
 RL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0035.degrees latitude (g = 980.6199 gals.).
 RL0035
 RL0035.The modeled gravity was interpolated from observed gravity values.
 RL0035
 RL0035;                    North         East    Units  Estimated Accuracy
 RL0035;SPC MI N     -   199,130.    7,903,480.      MT  (+/- 180 meters Scaled)
 RL0035
 RL0035                          SUPERSEDED SURVEY CONTROL
 RL0035
 RL0035  NGVD 29 (??/??/92)  509.683  (m)         1672.18   (f) ADJ UNCH    1 2
 RL0035
 RL0035.Superseded values are not recommended for survey control.
 RL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0035.See file dsdata.txt to determine how the superseded data were derived.
 RL0035
 RL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS035579(NAD 83)
 RL0035_MARKER: DB = BENCH MARK DISK
 RL0035_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 RL0035_SP_SET: WATER TANK SUPPORT
 RL0035_STAMPING: M 47 1934
 RL0035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 RL0035
 RL0035  HISTORY     - Date     Condition        Report By
 RL0035  HISTORY     - 1934     MONUMENTED       CGS
 RL0035  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0035
 RL0035                          STATION DESCRIPTION
 RL0035
 RL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0035'AT NESTORIA.
 RL0035'AT NESTORIA, BARAGA COUNTY, ON THE DULUTH, SOUTH SHORE AND
 RL0035'ATLANTIC RAILWAY, AT THE WATER TANK, IN THE CONCRETE BASE OF
 RL0035'THE CENTER SUPPORT, 2 FEET WEST OF THE NORTHEAST CORNER, AND
 RL0035'5 INCHES SOUTH OF THE NORTH EDGE.  A STANDARD DISK, STAMPED
 RL0035'M 47 1934.
 RL0035
 RL0035                          STATION RECOVERY (1985)
 RL0035
 RL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0119 ***********************************************************************
 RK0119  DESIGNATION -  M 48
 RK0119  PID         -  RK0119
 RK0119  STATE/COUNTY-  MI/MARQUETTE
 RK0119  USGS QUAD   -  MARQUETTE (1975)
 RK0119
 RK0119                         *CURRENT SURVEY CONTROL
 RK0119  ___________________________________________________________________
 RK0119* NAD 83(1986)-  46 32 35.     (N)    087 26 15.     (W)     SCALED    
 RK0119* NAVD 88     -       264.833  (meters)     868.87   (feet)  POSTED    
 RK0119  ___________________________________________________________________
 RK0119  GEOID HEIGHT-         -34.59  (meters)                     GEOID03
 RK0119  DYNAMIC HT  -         264.860 (meters)     868.96  (feet)  COMP
 RK0119  MODELED GRAV-     980,692.0   (mgal)                       NAVD 88
 RK0119
 RK0119  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 RK0119
 RK0119.The horizontal coordinates were scaled from a topographic map and have
 RK0119.an estimated accuracy of +/- 6 seconds.
 RK0119
 RK0119.The orthometric height was determined by differential leveling
 RK0119.and adjusted by the National Geodetic Survey in 1992..
 RK0119.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 RK0119.rate of 4.1 thru 8.0 mm/km.
 RK0119
 RK0119.The geoid height was determined by GEOID03.
 RK0119
 RK0119.The dynamic height is computed by dividing the NAVD 88
 RK0119.geopotential number by the normal gravity value computed on the
 RK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0119.degrees latitude (g = 980.6199 gals.).
 RK0119
 RK0119.The modeled gravity was interpolated from observed gravity values.
 RK0119
 RK0119;                    North         East    Units  Estimated Accuracy
 RK0119;SPC MI N     -   195,680.    7,966,450.      MT  (+/- 180 meters Scaled)
 RK0119
 RK0119                          SUPERSEDED SURVEY CONTROL
 RK0119
 RK0119  NGVD 29 (??/??/92)  264.797  (m)          868.75   (f) ADJ UNCH    1 2
 RK0119
 RK0119.Superseded values are not recommended for survey control.
 RK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0119.See file dsdata.txt to determine how the superseded data were derived.
 RK0119
 RK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS664544(NAD 83)
 RK0119_MARKER: DB = BENCH MARK DISK
 RK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0119_STAMPING: M 48 1934
 RK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0119+STABILITY: SURFACE MOTION
 RK0119
 RK0119  HISTORY     - Date     Condition        Report By
 RK0119  HISTORY     - 1934     MONUMENTED       CGS
 RK0119  HISTORY     - 1936     GOOD             NGS
 RK0119  HISTORY     - 1985     MARK NOT FOUND   NGS
 RK0119  HISTORY     - 20001024 MARK NOT FOUND   MIDT
 RK0119
 RK0119                          STATION DESCRIPTION
 RK0119
 RK0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1936
 RK0119'2 MI W FROM MARQUETTE.
 RK0119'2 MILES WEST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY
 RK0119'FROM MARQUETTE, MARQUETTE COUNTY, AT A ROAD CROSSING, 30 FEET WEST
 RK0119'OF THE CENTERLINE OF THE ROAD, 15 FEET NORTH OF THE CENTERLINE OF
 RK0119'THE TRACK, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 RK0119'M 48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 RK0119
 RK0119                          STATION RECOVERY (1985)
 RK0119
 RK0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RK0119'MARK NOT FOUND.
 RK0119
 RK0119                          STATION RECOVERY (2000)
 RK0119
 RK0119'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RK0119'NOTE - THERE IS A BURIED GAS LINE 30 FT WEST OF THE C/L OF THE COUNTY
 RK0119'ROAD.  MARK ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0260 ***********************************************************************
 RL0260  DESIGNATION -  M 49
 RL0260  PID         -  RL0260
 RL0260  STATE/COUNTY-  MI/HOUGHTON
 RL0260  USGS QUAD   -  
 RL0260
 RL0260                         *CURRENT SURVEY CONTROL
 RL0260  ___________________________________________________________________
 RL0260* NAD 83(1986)-  46 29 30.     (N)    088 51 58.     (W)     SCALED    
 RL0260* NAVD 88     -       369.949  (meters)    1213.74   (feet)  ADJUSTED  
 RL0260  ___________________________________________________________________
 RL0260  GEOID HEIGHT-         -32.34  (meters)                     GEOID03
 RL0260  DYNAMIC HT  -         369.962 (meters)    1213.78  (feet)  COMP
 RL0260  MODELED GRAV-     980,637.0   (mgal)                       NAVD 88
 RL0260
 RL0260  VERT ORDER  -  FIRST     CLASS II
 RL0260
 RL0260.The horizontal coordinates were scaled from a topographic map and have
 RL0260.an estimated accuracy of +/- 6 seconds.
 RL0260
 RL0260.The orthometric height was determined by differential leveling
 RL0260.and adjusted by the National Geodetic Survey in June 1991..
 RL0260
 RL0260.The geoid height was determined by GEOID03.
 RL0260
 RL0260.The dynamic height is computed by dividing the NAVD 88
 RL0260.geopotential number by the normal gravity value computed on the
 RL0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0260.degrees latitude (g = 980.6199 gals.).
 RL0260
 RL0260.The modeled gravity was interpolated from observed gravity values.
 RL0260
 RL0260;                    North         East    Units  Estimated Accuracy
 RL0260;SPC MI N     -   191,560.    7,856,760.      MT  (+/- 180 meters Scaled)
 RL0260
 RL0260                          SUPERSEDED SURVEY CONTROL
 RL0260
 RL0260  NGVD 29 (??/??/92)  369.964  (m)         1213.79   (f) ADJ UNCH    1 2
 RL0260
 RL0260.Superseded values are not recommended for survey control.
 RL0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0260.See file dsdata.txt to determine how the superseded data were derived.
 RL0260
 RL0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS567503(NAD 83)
 RL0260_MARKER: DB = BENCH MARK DISK
 RL0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0260_STAMPING: M 49 1934
 RL0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0260+STABILITY: SURFACE MOTION
 RL0260
 RL0260  HISTORY     - Date     Condition        Report By
 RL0260  HISTORY     - 1934     MONUMENTED       CGS
 RL0260  HISTORY     - 1952     POOR             NGS
 RL0260  HISTORY     - 1978     MARK NOT FOUND   USGS
 RL0260  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL0260
 RL0260                          STATION DESCRIPTION
 RL0260
 RL0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 RL0260'1.4 MI E FROM KENTON.
 RL0260'1.4 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL0260'RAILROAD FROM THE STATION AT KENTON, HOUGHTON COUNTY, 9 RAILS
 RL0260'WEST OF MILEPOST 232, 50 FEET SOUTH OF THE CENTERLINE OF THE
 RL0260'TRACK, AND ACROSS THE TRACK FROM POLE 3288-1/2.  A STANDARD
 RL0260'DISK, STAMPED M 49 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0260'PROJECTING 12 INCHES ABOVE GROUND.  NOTE-- MARK IS SLIGHTLY LOOSE
 RL0260'IN ITS POSITION.
 RL0260
 RL0260                          STATION RECOVERY (1978)
 RL0260
 RL0260'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 RL0260'MARK NOT FOUND.
 RL0260
 RL0260                          STATION RECOVERY (1985)
 RL0260
 RL0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1265 ***********************************************************************
 RL1265  DESIGNATION -  M 50
 RL1265  PID         -  RL1265
 RL1265  STATE/COUNTY-  MI/ONTONAGON
 RL1265  USGS QUAD   -  GOGEBIC (1982)
 RL1265
 RL1265                         *CURRENT SURVEY CONTROL
 RL1265  ___________________________________________________________________
 RL1265* NAD 83(1986)-  46 35 06.     (N)    089 32 13.     (W)     SCALED    
 RL1265* NAVD 88     -       397.183  (meters)    1303.09   (feet)  ADJUSTED  
 RL1265  ___________________________________________________________________
 RL1265  GEOID HEIGHT-         -31.02  (meters)                     GEOID03
 RL1265  DYNAMIC HT  -         397.208 (meters)    1303.17  (feet)  COMP
 RL1265  MODELED GRAV-     980,664.9   (mgal)                       NAVD 88
 RL1265
 RL1265  VERT ORDER  -  FIRST     CLASS II
 RL1265
 RL1265.The horizontal coordinates were scaled from a topographic map and have
 RL1265.an estimated accuracy of +/- 6 seconds.
 RL1265
 RL1265.The orthometric height was determined by differential leveling
 RL1265.and adjusted by the National Geodetic Survey in June 1991..
 RL1265
 RL1265.The geoid height was determined by GEOID03.
 RL1265
 RL1265.The dynamic height is computed by dividing the NAVD 88
 RL1265.geopotential number by the normal gravity value computed on the
 RL1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL1265.degrees latitude (g = 980.6199 gals.).
 RL1265
 RL1265.The modeled gravity was interpolated from observed gravity values.
 RL1265
 RL1265;                    North         East    Units  Estimated Accuracy
 RL1265;SPC MI N     -   203,360.    7,805,610.      MT  (+/- 180 meters Scaled)
 RL1265
 RL1265                          SUPERSEDED SURVEY CONTROL
 RL1265
 RL1265  NGVD 29 (??/??/92)  397.188  (m)         1303.11   (f) ADJ UNCH    1 2
 RL1265
 RL1265.Superseded values are not recommended for survey control.
 RL1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1265.See file dsdata.txt to determine how the superseded data were derived.
 RL1265
 RL1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS056621(NAD 83)
 RL1265_MARKER: DB = BENCH MARK DISK
 RL1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL1265_STAMPING: M 50 1934
 RL1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1265+STABILITY: SURFACE MOTION
 RL1265
 RL1265  HISTORY     - Date     Condition        Report By
 RL1265  HISTORY     - 1934     MONUMENTED       CGS
 RL1265  HISTORY     - 1948     GOOD             NGS
 RL1265  HISTORY     - 1985     MARK NOT FOUND   NGS
 RL1265  HISTORY     - 19960626 MARK NOT FOUND   USPSQD
 RL1265  HISTORY     - 20040802 MARK NOT FOUND   USPSQD
 RL1265
 RL1265                          STATION DESCRIPTION
 RL1265
 RL1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL1265'1.5 MI E FROM BERGLAND.
 RL1265'ABOUT 1.5 MILES EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RL1265'RAILWAY FROM THE STATION AT BERGLAND, AT A NORTH-SOUTH GRAVEL
 RL1265'ROAD CROSSING, 1 POLE WEST OF MILE POLE 268, 31 FEET SOUTH
 RL1265'OF THE SOUTH RAIL, 37 FEET WEST OF THE CENTER LINE OF THE GRAVEL
 RL1265'ROAD, 6 FEET SOUTHWEST OF A TELEGRAPH POLE, 37 FEET NORTH OF
 RL1265'THE CENTER LINE OF AN EAST-WEST ROAD PARALLELING TRACKS ON SOUTH
 RL1265'SIDE, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 RL1265'POST PROJECTING 4 INCHES.
 RL1265
 RL1265                          STATION RECOVERY (1985)
 RL1265
 RL1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL1265'MARK NOT FOUND.
 RL1265
 RL1265                          STATION RECOVERY (1996)
 RL1265
 RL1265'RECOVERY NOTE BY US POWER SQUADRON 1996
 RL1265'MARK NOT FOUND.
 RL1265
 RL1265                          STATION RECOVERY (2004)
 RL1265
 RL1265'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0276 ***********************************************************************
 RJ0276  DESIGNATION -  M 51
 RJ0276  PID         -  RJ0276
 RJ0276  STATE/COUNTY-  MI/CHIPPEWA
 RJ0276  USGS QUAD   -  OZARK (1975)
 RJ0276
 RJ0276                         *CURRENT SURVEY CONTROL
 RJ0276  ___________________________________________________________________
 RJ0276* NAD 83(1986)-  46 09 57.     (N)    084 59 07.     (W)     SCALED    
 RJ0276* NAVD 88     -       254.428  (meters)     834.74   (feet)  ADJUSTED  
 RJ0276  ___________________________________________________________________
 RJ0276  GEOID HEIGHT-         -35.18  (meters)                     GEOID03
 RJ0276  DYNAMIC HT  -         254.444 (meters)     834.79  (feet)  COMP
 RJ0276  MODELED GRAV-     980,672.1   (mgal)                       NAVD 88
 RJ0276
 RJ0276  VERT ORDER  -  FIRST     CLASS II
 RJ0276
 RJ0276.The horizontal coordinates were scaled from a topographic map and have
 RJ0276.an estimated accuracy of +/- 6 seconds.
 RJ0276
 RJ0276.The orthometric height was determined by differential leveling
 RJ0276.and adjusted by the National Geodetic Survey in June 1991..
 RJ0276
 RJ0276.The geoid height was determined by GEOID03.
 RJ0276
 RJ0276.The dynamic height is computed by dividing the NAVD 88
 RJ0276.geopotential number by the normal gravity value computed on the
 RJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0276.degrees latitude (g = 980.6199 gals.).
 RJ0276
 RJ0276.The modeled gravity was interpolated from observed gravity values.
 RJ0276
 RJ0276;                    North         East    Units  Estimated Accuracy
 RJ0276;SPC MI N     -   155,630.    8,155,570.      MT  (+/- 180 meters Scaled)
 RJ0276
 RJ0276                          SUPERSEDED SURVEY CONTROL
 RJ0276
 RJ0276  NGVD 29 (??/??/92)  254.422  (m)          834.72   (f) ADJ UNCH    1 2
 RJ0276
 RJ0276.Superseded values are not recommended for survey control.
 RJ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0276.See file dsdata.txt to determine how the superseded data were derived.
 RJ0276
 RJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS555144(NAD 83)
 RJ0276_MARKER: DB = BENCH MARK DISK
 RJ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0276_STAMPING: M 51 1934
 RJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0276+STABILITY: SURFACE MOTION
 RJ0276
 RJ0276  HISTORY     - Date     Condition        Report By
 RJ0276  HISTORY     - 1934     MONUMENTED       CGS
 RJ0276
 RJ0276                          STATION DESCRIPTION
 RJ0276
 RJ0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RJ0276'2.7 MI SE FROM TROUT LAKE.
 RJ0276'2.7 MILES SOUTHEAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC
 RJ0276'RAILWAY FROM THE STATION AT TROUT LAKE, CHIPPEWA COUNTY, 1 YARD
 RJ0276'SOUTHEAST OF MILEPOST 25, 4 YARDS SOUTHEAST OF A 30-INCH
 RJ0276'CONCRETE PIPE CULVERT, AND 4 YARDS SOUTHWEST OF THE CENTERLINE
 RJ0276'OF THE TRACK.  A STANDARD DISK, STAMPED M 51 1934 AND SET IN THE
 RJ0276'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0285 ***********************************************************************
 RJ0285  DESIGNATION -  M 52
 RJ0285  PID         -  RJ0285
 RJ0285  STATE/COUNTY-  MI/MACKINAC
 RJ0285  USGS QUAD   -  CHARLES (1976)
 RJ0285
 RJ0285                         *CURRENT SURVEY CONTROL
 RJ0285  ___________________________________________________________________
 RJ0285* NAD 83(1986)-  46 01 06.     (N)    084 43 06.     (W)     SCALED    
 RJ0285* NAVD 88     -       189.859  (meters)     622.90   (feet)  ADJUSTED  
 RJ0285  ___________________________________________________________________
 RJ0285  GEOID HEIGHT-         -35.49  (meters)                     GEOID03
 RJ0285  DYNAMIC HT  -         189.867 (meters)     622.92  (feet)  COMP
 RJ0285  MODELED GRAV-     980,652.7   (mgal)                       NAVD 88
 RJ0285
 RJ0285  VERT ORDER  -  FIRST     CLASS 0
 RJ0285
 RJ0285.The horizontal coordinates were scaled from a topographic map and have
 RJ0285.an estimated accuracy of +/- 6 seconds.
 RJ0285
 RJ0285.The orthometric height was determined by differential leveling
 RJ0285.and adjusted by the National Geodetic Survey in June 1991..
 RJ0285
 RJ0285.The geoid height was determined by GEOID03.
 RJ0285
 RJ0285.The dynamic height is computed by dividing the NAVD 88
 RJ0285.geopotential number by the normal gravity value computed on the
 RJ0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0285.degrees latitude (g = 980.6199 gals.).
 RJ0285
 RJ0285.The modeled gravity was interpolated from observed gravity values.
 RJ0285
 RJ0285;                    North         East    Units  Estimated Accuracy
 RJ0285;SPC MI N     -   139,810.    8,176,650.      MT  (+/- 180 meters Scaled)
 RJ0285
 RJ0285                          SUPERSEDED SURVEY CONTROL
 RJ0285
 RJ0285  NGVD 29 (??/??/92)  189.887  (m)          622.99   (f) ADJ UNCH    1 0
 RJ0285
 RJ0285.Superseded values are not recommended for survey control.
 RJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0285.See file dsdata.txt to determine how the superseded data were derived.
 RJ0285
 RJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR766986(NAD 83)
 RJ0285_MARKER: DB = BENCH MARK DISK
 RJ0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0285_SP_SET: CONCRETE CURB
 RJ0285_MARK LOGO: CGS   
 RJ0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0285
 RJ0285  HISTORY     - Date     Condition        Report By
 RJ0285  HISTORY     - 1934     MONUMENTED       CGS
 RJ0285  HISTORY     - 1972     GOOD             USLS
 RJ0285  HISTORY     - 1983     GOOD             NGS
 RJ0285  HISTORY     - 19950602 GOOD             USPSQD
 RJ0285  HISTORY     - 19950711 GOOD             USPSQD
 RJ0285  HISTORY     - 20010331 GOOD             NGS
 RJ0285  HISTORY     - 20030606 GOOD             USPSQD
 RJ0285  HISTORY     - 20060830 GOOD             USPSQD
 RJ0285
 RJ0285                          STATION DESCRIPTION
 RJ0285
 RJ0285'DESCRIBED BY US LAKE SURVEY 1972
 RJ0285'3.5 MI N FROM ST IGNACE.
 RJ0285'M 52 ESTABLISHED BY THE U.S. COAST AND GEODETIC SURVEY IS IN
 RJ0285'MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ON STATE STREET
 RJ0285'FROM THE POST OFFICE AT ST. IGNACE TO THE INTERSECTION OF STATE
 RJ0285'STREET AND THE OLD MACKINAC TRAIL (CO. RD. 412), THENCE NORTHERLY
 RJ0285'8.9 MILES ALONG THE OLD MACKINAC TRAIL TO CARP RIVER BRIDGE,
 RJ0285'JUST BEYOND THE I-75 OVERPASS, 12 FEET SOUTHWEST OF CENTERLINE
 RJ0285'OF OLD MACKINAC TRAIL, 4.1 FEET NORTHWEST OF SOUTHWEST EDGE AND
 RJ0285'0.5 FEET SOUTHWEST OF NORTHEAST EDGE OF CONCRETE CURB AND RAIL
 RJ0285'FOUNDATION, 3/4-FOOT ABOVE GROUND, BEING HIGHEST POINT OVER
 RJ0285'CROSS AT CENTER OF BRONZE DISC SET INTO THE CONCRETE CURB.
 RJ0285
 RJ0285                          STATION RECOVERY (1983)
 RJ0285
 RJ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0285'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 RJ0285'(3.5 MI) NORTH ALONG STATE STREET AND BUSINESS INTERSTATE 75 FROM THE
 RJ0285'POST OFFICE IN ST. IGNACE, THENCE 14.25 KM (8.85 MI) NORTH ALONG
 RJ0285'COUNTY ROAD H 63 AND OLD MACKINAC TRAIL, SET IN SOUTHWEST CURB OF
 RJ0285'BRIDGE OVER CARP RIVER, 3.65 METERS (12.0 FT) SOUTHWEST OF CENTERLINE
 RJ0285'OF OLD MACKINAC TRAIL, 1.24 METERS (4.1 FT) NORTHWEST OF SOUTHWEST
 RJ0285'EDGE, AND 0.15 METERS (0.5 FT) SOUTHWEST OF NORTHWEST EDGE.
 RJ0285'THE MARK IS 0.15 M ABOVE HIGHWAY.
 RJ0285
 RJ0285                          STATION RECOVERY (1995)
 RJ0285
 RJ0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0285'RECOVERED IN GOOD CONDITION.
 RJ0285
 RJ0285                          STATION RECOVERY (1995)
 RJ0285
 RJ0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0285'RECOVERED IN GOOD CONDITION.
 RJ0285
 RJ0285                          STATION RECOVERY (2001)
 RJ0285
 RJ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0285'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 RJ0285
 RJ0285                          STATION RECOVERY (2003)
 RJ0285
 RJ0285'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 RJ0285'RECOVERED IN GOOD CONDITION.
 RJ0285
 RJ0285                          STATION RECOVERY (2006)
 RJ0285
 RJ0285'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 RJ0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0350 ***********************************************************************
 RJ0350  DESIGNATION -  M 53
 RJ0350  PID         -  RJ0350
 RJ0350  STATE/COUNTY-  MI/MACKINAC
 RJ0350  USGS QUAD   -  GARNET (1973)
 RJ0350
 RJ0350                         *CURRENT SURVEY CONTROL
 RJ0350  ___________________________________________________________________
 RJ0350* NAD 83(1986)-  46 09 45.     (N)    085 15 28.     (W)     SCALED    
 RJ0350* NAVD 88     -       269.394  (meters)     883.84   (feet)  ADJUSTED  
 RJ0350  ___________________________________________________________________
 RJ0350  GEOID HEIGHT-         -34.96  (meters)                     GEOID03
 RJ0350  DYNAMIC HT  -         269.411 (meters)     883.89  (feet)  COMP
 RJ0350  MODELED GRAV-     980,670.7   (mgal)                       NAVD 88
 RJ0350
 RJ0350  VERT ORDER  -  SECOND    CLASS 0
 RJ0350
 RJ0350.The horizontal coordinates were scaled from a topographic map and have
 RJ0350.an estimated accuracy of +/- 6 seconds.
 RJ0350
 RJ0350.The orthometric height was determined by differential leveling
 RJ0350.and adjusted by the National Geodetic Survey in June 1991..
 RJ0350
 RJ0350.The geoid height was determined by GEOID03.
 RJ0350
 RJ0350.The dynamic height is computed by dividing the NAVD 88
 RJ0350.geopotential number by the normal gravity value computed on the
 RJ0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0350.degrees latitude (g = 980.6199 gals.).
 RJ0350
 RJ0350.The modeled gravity was interpolated from observed gravity values.
 RJ0350
 RJ0350;                    North         East    Units  Estimated Accuracy
 RJ0350;SPC MI N     -   154,770.    8,134,540.      MT  (+/- 180 meters Scaled)
 RJ0350
 RJ0350                          SUPERSEDED SURVEY CONTROL
 RJ0350
 RJ0350  NGVD 29 (??/??/92)  269.367  (m)          883.75   (f) ADJ UNCH    2 0
 RJ0350
 RJ0350.Superseded values are not recommended for survey control.
 RJ0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0350.See file dsdata.txt to determine how the superseded data were derived.
 RJ0350
 RJ0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS345135(NAD 83)
 RJ0350_MARKER: DB = BENCH MARK DISK
 RJ0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0350_STAMPING: M 53 1934
 RJ0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0350+STABILITY: SURFACE MOTION
 RJ0350
 RJ0350  HISTORY     - Date     Condition        Report By
 RJ0350  HISTORY     - 1934     MONUMENTED       CGS
 RJ0350  HISTORY     - 1938     GOOD             NGS
 RJ0350  HISTORY     - 1973     MARK NOT FOUND   USGS
 RJ0350  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 RJ0350
 RJ0350                          STATION DESCRIPTION
 RJ0350
 RJ0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 RJ0350'0.9 MI W FROM REXTON.
 RJ0350'0.9 MILE WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 RJ0350'MARIE RAILWAY FROM THE STATION AT REXTON, MACKINAC COUNTY, 7
 RJ0350'RAILS EAST OF MILEPOST 438, AT A ROAD CROSSING, 50 FEET WEST
 RJ0350'OF THE ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 RJ0350'10 FEET WEST OF A LARGE GRANITE BOULDER.  A STANDARD DISK,
 RJ0350'STAMPED M 53 1934 AND SET IN THE TOP OF A CONCRETE POST
 RJ0350'PROJECTING 4 INCHES ABOVE GROUND.
 RJ0350
 RJ0350                          STATION RECOVERY (1973)
 RJ0350
 RJ0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 RJ0350'MARK NOT FOUND.
 RJ0350
 RJ0350                          STATION RECOVERY (1995)
 RJ0350
 RJ0350'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0005 ***********************************************************************
 QL0005  DESIGNATION -  M 54
 QL0005  PID         -  QL0005
 QL0005  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0005  USGS QUAD   -  GULLIVER (1972)
 QL0005
 QL0005                         *CURRENT SURVEY CONTROL
 QL0005  ___________________________________________________________________
 QL0005* NAD 83(1986)-  45 58 41.     (N)    086 05 11.     (W)     SCALED    
 QL0005* NAVD 88     -       189.268  (meters)     620.96   (feet)  ADJUSTED  
 QL0005  ___________________________________________________________________
 QL0005  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 QL0005  DYNAMIC HT  -         189.275 (meters)     620.98  (feet)  COMP
 QL0005  MODELED GRAV-     980,647.4   (mgal)                       NAVD 88
 QL0005
 QL0005  VERT ORDER  -  SECOND    CLASS 0
 QL0005
 QL0005.The horizontal coordinates were scaled from a topographic map and have
 QL0005.an estimated accuracy of +/- 6 seconds.
 QL0005
 QL0005.The orthometric height was determined by differential leveling
 QL0005.and adjusted by the National Geodetic Survey in June 1991..
 QL0005
 QL0005.The geoid height was determined by GEOID03.
 QL0005
 QL0005.The dynamic height is computed by dividing the NAVD 88
 QL0005.geopotential number by the normal gravity value computed on the
 QL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0005.degrees latitude (g = 980.6199 gals.).
 QL0005
 QL0005.The modeled gravity was interpolated from observed gravity values.
 QL0005
 QL0005;                    North         East    Units  Estimated Accuracy
 QL0005;SPC MI N     -   133,190.    8,070,790.      MT  (+/- 180 meters Scaled)
 QL0005
 QL0005                          SUPERSEDED SURVEY CONTROL
 QL0005
 QL0005  NGVD 29 (??/??/92)  189.247  (m)          620.89   (f) ADJ UNCH    2 0
 QL0005
 QL0005.Superseded values are not recommended for survey control.
 QL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0005.See file dsdata.txt to determine how the superseded data were derived.
 QL0005
 QL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER707920(NAD 83)
 QL0005_MARKER: DB = BENCH MARK DISK
 QL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0005_STAMPING: M 54 1934
 QL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0005+STABILITY: SURFACE MOTION
 QL0005
 QL0005  HISTORY     - Date     Condition        Report By
 QL0005  HISTORY     - 1934     MONUMENTED       CGS
 QL0005  HISTORY     - 1938     GOOD             NGS
 QL0005
 QL0005                          STATION DESCRIPTION
 QL0005
 QL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QL0005'3.6 MI W FROM GULLIVER.
 QL0005'3.6 MILES WEST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0005'MARIE RAILWAY FROM THE STATION AT GULLIVER, SCHOOLCRAFT COUNTY,
 QL0005'80 FEET EAST OF MILEPOST 395, AT THE WEST END OF A SMALL CUT
 QL0005'SOUTH OF THE TRACK, 20 FEET SOUTH OF THE CENTERLINE OF THE
 QL0005'MAIN TRACK, AND 6 INCHES HIGHER THAN THE TRACK.  A STANDARD
 QL0005'DISK, STAMPED M 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0022 ***********************************************************************
 QL0022  DESIGNATION -  M 55
 QL0022  PID         -  QL0022
 QL0022  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0022  USGS QUAD   -  
 QL0022
 QL0022                         *CURRENT SURVEY CONTROL
 QL0022  ___________________________________________________________________
 QL0022* NAD 83(1986)-  45 57 45.     (N)    086 15 03.     (W)     SCALED    
 QL0022* NAVD 88     -       183.307  (meters)     601.40   (feet)  ADJUSTED  
 QL0022  ___________________________________________________________________
 QL0022  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0022  DYNAMIC HT  -         183.312 (meters)     601.42  (feet)  COMP
 QL0022  MODELED GRAV-     980,639.4   (mgal)                       NAVD 88
 QL0022
 QL0022  VERT ORDER  -  FIRST     CLASS 0
 QL0022
 QL0022.The horizontal coordinates were scaled from a topographic map and have
 QL0022.an estimated accuracy of +/- 6 seconds.
 QL0022
 QL0022.The orthometric height was determined by differential leveling
 QL0022.and adjusted by the National Geodetic Survey in June 1991..
 QL0022
 QL0022.The geoid height was determined by GEOID03.
 QL0022
 QL0022.The dynamic height is computed by dividing the NAVD 88
 QL0022.geopotential number by the normal gravity value computed on the
 QL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0022.degrees latitude (g = 980.6199 gals.).
 QL0022
 QL0022.The modeled gravity was interpolated from observed gravity values.
 QL0022
 QL0022;                    North         East    Units  Estimated Accuracy
 QL0022;SPC MI N     -   131,330.    8,058,070.      MT  (+/- 180 meters Scaled)
 QL0022
 QL0022                          SUPERSEDED SURVEY CONTROL
 QL0022
 QL0022  NGVD 29 (??/??/92)  183.306  (m)          601.40   (f) ADJ UNCH    1 0
 QL0022
 QL0022.Superseded values are not recommended for survey control.
 QL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0022.See file dsdata.txt to determine how the superseded data were derived.
 QL0022
 QL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER580901(NAD 83)
 QL0022_MARKER: DB = BENCH MARK DISK
 QL0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0022_STAMPING: M 55 1934
 QL0022_MARK LOGO: CGS   
 QL0022_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0022+STABILITY: SURFACE MOTION
 QL0022
 QL0022  HISTORY     - Date     Condition        Report By
 QL0022  HISTORY     - 1934     MONUMENTED       CGS
 QL0022  HISTORY     - 1972     GOOD             NGS
 QL0022  HISTORY     - 1985     GOOD
 QL0022  HISTORY     - 19960612 GOOD             LOCENG
 QL0022  HISTORY     - 19960612 GOOD             LOCSUR
 QL0022  HISTORY     - 20020723 GOOD             UPENGN
 QL0022  HISTORY     - 20040416 GOOD             USPSQD
 QL0022  HISTORY     - 20060918 GOOD             USPSQD
 QL0022
 QL0022                          STATION DESCRIPTION
 QL0022
 QL0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0022'0.6 MI NW FROM MANISTIQUE.
 QL0022'ABOUT 0.65 MILE NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE
 QL0022'COURTHOUSE AT MANISTIQUE, 80 FEET NORTHEAST OF THE CENTER LINE
 QL0022'OF THE HIGHWAY, 53 FEET SOUTHEAST OF THE SOUTH CORNER OF CONCRETE
 QL0022'STEP AND ENTRANCE TO A TALL BRICK TOWER (FORMERLY A WATER TANK),
 QL0022'NOW THE CHAMBER OF COMMERCE BLDG), 16 1/2 FEET NORTHWEST OF THE
 QL0022'CENTER LINE OF A DRIVEWAY, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 QL0022'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 QL0022'THE LEVEL OF THE GROUND.  SEC 12, T41N, R 16W
 QL0022
 QL0022                          STATION RECOVERY (1985)
 QL0022
 QL0022'RECOVERED 1985
 QL0022'RECOVERED IN GOOD CONDITION.
 QL0022
 QL0022                          STATION RECOVERY (1996)
 QL0022
 QL0022'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0022'RECOVERED AS DESCRIBED.
 QL0022
 QL0022                          STATION RECOVERY (1996)
 QL0022
 QL0022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0022'RECOVERED AS DESCRIBED.
 QL0022
 QL0022                          STATION RECOVERY (2002)
 QL0022
 QL0022'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2002
 QL0022'RECOVERED IN GOOD CONDITION.
 QL0022
 QL0022                          STATION RECOVERY (2004)
 QL0022
 QL0022'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEA)
 QL0022' 
 QL0022' 
 QL0022' 
 QL0022' 
 QL0022' 
 QL0022' 
 QL0022
 QL0022                          STATION RECOVERY (2006)
 QL0022
 QL0022'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0083 ***********************************************************************
 QL0083  DESIGNATION -  M 56
 QL0083  PID         -  QL0083
 QL0083  STATE/COUNTY-  MI/DELTA
 QL0083  USGS QUAD   -  ST JACQUES (1985)
 QL0083
 QL0083                         *CURRENT SURVEY CONTROL
 QL0083  ___________________________________________________________________
 QL0083* NAD 83(1986)-  45 53 41.     (N)    086 41 40.     (W)     SCALED    
 QL0083* NAVD 88     -       189.240  (meters)     620.86   (feet)  ADJUSTED  
 QL0083  ___________________________________________________________________
 QL0083  GEOID HEIGHT-         -35.65  (meters)                     GEOID03
 QL0083  DYNAMIC HT  -         189.241 (meters)     620.87  (feet)  COMP
 QL0083  MODELED GRAV-     980,616.1   (mgal)                       NAVD 88
 QL0083
 QL0083  VERT ORDER  -  SECOND    CLASS 0
 QL0083
 QL0083.The horizontal coordinates were scaled from a topographic map and have
 QL0083.an estimated accuracy of +/- 6 seconds.
 QL0083
 QL0083.The orthometric height was determined by differential leveling
 QL0083.and adjusted by the National Geodetic Survey in June 1991..
 QL0083
 QL0083.The geoid height was determined by GEOID03.
 QL0083
 QL0083.The dynamic height is computed by dividing the NAVD 88
 QL0083.geopotential number by the normal gravity value computed on the
 QL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0083.degrees latitude (g = 980.6199 gals.).
 QL0083
 QL0083.The modeled gravity was interpolated from observed gravity values.
 QL0083
 QL0083;                    North         East    Units  Estimated Accuracy
 QL0083;SPC MI N     -   123,570.    8,023,710.      MT  (+/- 180 meters Scaled)
 QL0083
 QL0083                          SUPERSEDED SURVEY CONTROL
 QL0083
 QL0083  NGVD 29 (??/??/92)  189.239  (m)          620.86   (f) ADJ UNCH    2 0
 QL0083
 QL0083.Superseded values are not recommended for survey control.
 QL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0083.See file dsdata.txt to determine how the superseded data were derived.
 QL0083
 QL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER237823(NAD 83)
 QL0083_MARKER: DB = BENCH MARK DISK
 QL0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0083_STAMPING: M 56 1934
 QL0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0083+STABILITY: SURFACE MOTION
 QL0083
 QL0083  HISTORY     - Date     Condition        Report By
 QL0083  HISTORY     - 1934     MONUMENTED       CGS
 QL0083  HISTORY     - 1972     MARK NOT FOUND   NGS
 QL0083
 QL0083                          STATION DESCRIPTION
 QL0083
 QL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QL0083'0.8 MI E FROM NAHMA JUNCTION.
 QL0083'0.8 MILE EAST ALONG THE MINNEAPOLIS, ST. PAUL AND SAULT STE.
 QL0083'MARIE RAILWAY FROM NAHMA JUNCTION, DELTA COUNTY, 115 FEET
 QL0083'SOUTHWEST OF MILEPOST 363, 75 FEET SOUTH OF THE CENTERLINE OF
 QL0083'THE MAIN TRACK, AND 15 FEET WEST OF A 10-INCH PINE TREE.  A
 QL0083'STANDARD DISK, STAMPED M 56 1934 AND SET IN THE TOP OF A CONCRETE
 QL0083'POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 QL0083
 QL0083                          STATION RECOVERY (1972)
 QL0083
 QL0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0268 ***********************************************************************
 RL0268  DESIGNATION -  M 57
 RL0268  PID         -  RL0268
 RL0268  STATE/COUNTY-  MI/IRON
 RL0268  USGS QUAD   -  IRON RIVER (1944)
 RL0268
 RL0268                         *CURRENT SURVEY CONTROL
 RL0268  ___________________________________________________________________
 RL0268* NAD 83(1986)-  46 03 53.     (N)    088 37 55.     (W)     SCALED    
 RL0268* NAVD 88     -       454.773  (meters)    1492.03   (feet)  ADJUSTED  
 RL0268  ___________________________________________________________________
 RL0268  GEOID HEIGHT-         -32.19  (meters)                     GEOID03
 RL0268  DYNAMIC HT  -         454.780 (meters)    1492.06  (feet)  COMP
 RL0268  MODELED GRAV-     980,616.5   (mgal)                       NAVD 88
 RL0268
 RL0268  VERT ORDER  -  SECOND    CLASS 0
 RL0268
 RL0268.The horizontal coordinates were scaled from a topographic map and have
 RL0268.an estimated accuracy of +/- 6 seconds.
 RL0268
 RL0268.The orthometric height was determined by differential leveling
 RL0268.and adjusted by the National Geodetic Survey in June 1991..
 RL0268
 RL0268.The geoid height was determined by GEOID03.
 RL0268
 RL0268.The dynamic height is computed by dividing the NAVD 88
 RL0268.geopotential number by the normal gravity value computed on the
 RL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0268.degrees latitude (g = 980.6199 gals.).
 RL0268
 RL0268.The modeled gravity was interpolated from observed gravity values.
 RL0268
 RL0268;                    North         East    Units  Estimated Accuracy
 RL0268;SPC MI N     -   143,720.    7,873,750.      MT  (+/- 180 meters Scaled)
 RL0268
 RL0268                          SUPERSEDED SURVEY CONTROL
 RL0268
 RL0268  NGVD 29 (??/??/92)  454.774  (m)         1492.04   (f) ADJ UNCH    2 0
 RL0268
 RL0268.Superseded values are not recommended for survey control.
 RL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0268.See file dsdata.txt to determine how the superseded data were derived.
 RL0268
 RL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS737025(NAD 83)
 RL0268_MARKER: DB = BENCH MARK DISK
 RL0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0268_STAMPING: M 57 1934
 RL0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0268+STABILITY: SURFACE MOTION
 RL0268
 RL0268  HISTORY     - Date     Condition        Report By
 RL0268  HISTORY     - 1934     MONUMENTED       CGS
 RL0268
 RL0268                          STATION DESCRIPTION
 RL0268
 RL0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0268'AT CASPIAN.
 RL0268'AT CASPIAN, IRON COUNTY, ON THE CHICAGO AND NORTH WESTERN RAILWAY,
 RL0268'100 FEET SOUTH OF THE STATION, AT THE INTERSECTION OF CASPIAN
 RL0268'AND RAILROAD STREETS, 25 FEET EAST OF THE CENTERLINE OF THE
 RL0268'TRACK, AND 4 FEET SOUTH OF THE CURB LINE.  A STANDARD DISK,
 RL0268'STAMPED M 57 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RL0268'2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RM0090 ***********************************************************************
 RM0090  DESIGNATION -  M 58
 RM0090  PID         -  RM0090
 RM0090  STATE/COUNTY-  MI/GOGEBIC
 RM0090  USGS QUAD   -  IRONWOOD (1981)
 RM0090
 RM0090                         *CURRENT SURVEY CONTROL
 RM0090  ___________________________________________________________________
 RM0090* NAD 83(1986)-  46 27 27.     (N)    090 09 39.     (W)     SCALED    
 RM0090* NAVD 88     -       472.762  (meters)    1551.05   (feet)  ADJUSTED  
 RM0090  ___________________________________________________________________
 RM0090  GEOID HEIGHT-         -30.72  (meters)                     GEOID03
 RM0090  DYNAMIC HT  -         472.781 (meters)    1551.12  (feet)  COMP
 RM0090  MODELED GRAV-     980,639.0   (mgal)                       NAVD 88
 RM0090
 RM0090  VERT ORDER  -  FIRST     CLASS II
 RM0090
 RM0090.The horizontal coordinates were scaled from a topographic map and have
 RM0090.an estimated accuracy of +/- 6 seconds.
 RM0090
 RM0090.The orthometric height was determined by differential leveling
 RM0090.and adjusted by the National Geodetic Survey in June 1991..
 RM0090
 RM0090.The geoid height was determined by GEOID03.
 RM0090
 RM0090.The dynamic height is computed by dividing the NAVD 88
 RM0090.geopotential number by the normal gravity value computed on the
 RM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RM0090.degrees latitude (g = 980.6199 gals.).
 RM0090
 RM0090.The modeled gravity was interpolated from observed gravity values.
 RM0090
 RM0090;                    North         East    Units  Estimated Accuracy
 RM0090;SPC MI N     -   190,910.    7,757,260.      MT  (+/- 180 meters Scaled)
 RM0090
 RM0090                          SUPERSEDED SURVEY CONTROL
 RM0090
 RM0090  NGVD 29 (??/??/92)  472.722  (m)         1550.92   (f) ADJ UNCH    1 2
 RM0090
 RM0090.Superseded values are not recommended for survey control.
 RM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RM0090.See file dsdata.txt to determine how the superseded data were derived.
 RM0090
 RM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYM180487(NAD 83)
 RM0090_MARKER: DB = BENCH MARK DISK
 RM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RM0090_STAMPING: M 58 1934
 RM0090_MARK LOGO: CGS   
 RM0090_PROJECTION: FLUSH
 RM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RM0090+STABILITY: SURFACE MOTION
 RM0090
 RM0090  HISTORY     - Date     Condition        Report By
 RM0090  HISTORY     - 1934     MONUMENTED       CGS
 RM0090  HISTORY     - 1982     GOOD             NGS
 RM0090  HISTORY     - 1989     GOOD             USPSQD
 RM0090  HISTORY     - 20030502 GOOD             USPSQD
 RM0090  HISTORY     - 20040806 GOOD             USPSQD
 RM0090
 RM0090                          STATION DESCRIPTION
 RM0090
 RM0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RM0090'AT IRONWOOD.
 RM0090'AT IRONWOOD, GOGEBIC COUNTY, AT THE LUTHER WRIGHT SCHOOL, AT
 RM0090'THE SOUTHWEST CORNER OF THE YARD, 24 FEET NORTH OF A STREET
 RM0090'CURB, AND AT THE EAST EDGE OF A SIDEWALK ON THE WEST SIDE OF THE
 RM0090'GROUNDS.  A STANDARD DISK, STAMPED M 58 1934 AND SET IN THE
 RM0090'TOP OF A CONCRETE POST.
 RM0090
 RM0090                          STATION RECOVERY (1982)
 RM0090
 RM0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 RM0090'RECOVERED THIS DATE.  NOTE, MONUMENT APPEARS TO BE LEANING SLIGHTLY
 RM0090'TO THE WEST, HOLD HIGH POINT.  NOTE, 13 CENTIMETERS (5 INCHES) EAST
 RM0090'OF THE NORTH-SOUTH SIDEWALK.
 RM0090
 RM0090                          STATION RECOVERY (1989)
 RM0090
 RM0090'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RM0090'RECOVERED IN GOOD CONDITION.
 RM0090
 RM0090                          STATION RECOVERY (2003)
 RM0090
 RM0090'RECOVERY NOTE BY US POWER SQUADRON 2003 (DRB)
 RM0090'RECOVERED IN GOOD CONDITION.  ADD-- THE SCHOOL IS LOCATED IN THE
 RM0090'NORTHWEST QUADRANT AT THE INTERSECTION OF AYER STREET AND PARK STREET.
 RM0090' 
 RM0090' 
 RM0090'THE STATION IS 24 FEET NORTH OF THE AYER STREET NORTHERN CURB, 11.5
 RM0090'FEET NORTH OF THE NORTH EDGE OF THE EAST-WEST SIDEWALK, AT THE EAST
 RM0090'EDGE OF A NORTH-SOUTH SIDEWALK ON THE WEST SIDE OF SCHOOL GROUNDS, 1
 RM0090'FOOT WEST OF AN ORANGE WITNESS POST, AND 1 INCH UNDER GROUND SURFACE.
 RM0090
 RM0090                          STATION RECOVERY (2004)
 RM0090
 RM0090'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RM0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0236 ***********************************************************************
 RL0236  DESIGNATION -  M 59
 RL0236  PID         -  RL0236
 RL0236  STATE/COUNTY-  MI/IRON
 RL0236  USGS QUAD   -  CRYSTAL FALLS (1944)
 RL0236
 RL0236                         *CURRENT SURVEY CONTROL
 RL0236  ___________________________________________________________________
 RL0236* NAD 83(1986)-  46 07 14.     (N)    088 19 38.     (W)     SCALED    
 RL0236* NAVD 88     -       416.519  (meters)    1366.53   (feet)  ADJUSTED  
 RL0236  ___________________________________________________________________
 RL0236  GEOID HEIGHT-         -32.80  (meters)                     GEOID03
 RL0236  DYNAMIC HT  -         416.524 (meters)    1366.55  (feet)  COMP
 RL0236  MODELED GRAV-     980,614.9   (mgal)                       NAVD 88
 RL0236
 RL0236  VERT ORDER  -  SECOND    CLASS 0
 RL0236
 RL0236.The horizontal coordinates were scaled from a topographic map and have
 RL0236.an estimated accuracy of +/- 6 seconds.
 RL0236
 RL0236.The orthometric height was determined by differential leveling
 RL0236.and adjusted by the National Geodetic Survey in June 1991..
 RL0236
 RL0236.The geoid height was determined by GEOID03.
 RL0236
 RL0236.The dynamic height is computed by dividing the NAVD 88
 RL0236.geopotential number by the normal gravity value computed on the
 RL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0236.degrees latitude (g = 980.6199 gals.).
 RL0236
 RL0236.The modeled gravity was interpolated from observed gravity values.
 RL0236
 RL0236;                    North         East    Units  Estimated Accuracy
 RL0236;SPC MI N     -   149,480.    7,897,430.      MT  (+/- 180 meters Scaled)
 RL0236
 RL0236                          SUPERSEDED SURVEY CONTROL
 RL0236
 RL0236  NGVD 29 (??/??/92)  416.510  (m)         1366.50   (f) ADJ UNCH    2 0
 RL0236
 RL0236.Superseded values are not recommended for survey control.
 RL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0236.See file dsdata.txt to determine how the superseded data were derived.
 RL0236
 RL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS974082(NAD 83)
 RL0236_MARKER: DB = BENCH MARK DISK
 RL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0236_STAMPING: M 59 1934
 RL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0236+STABILITY: SURFACE MOTION
 RL0236
 RL0236  HISTORY     - Date     Condition        Report By
 RL0236  HISTORY     - 1934     MONUMENTED       CGS
 RL0236
 RL0236                          STATION DESCRIPTION
 RL0236
 RL0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0236'1.3 MI N FROM CRYSTAL FALLS JUNCTION.
 RL0236'1.3 MILES NORTH ALONG THE CHICAGO AND NORTH WESTERN RAILWAY FROM
 RL0236'CRYSTAL FALLS JUNCTION, IRON COUNTY, IN THE CENTER OF A SMALL
 RL0236'CLEARING, AND 15 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 RL0236'STANDARD DISK, STAMPED M 59 1934 AND SET IN THE TOP OF A CONCRETE
 RL0236'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0205 ***********************************************************************
 RL0205  DESIGNATION -  M 60
 RL0205  PID         -  RL0205
 RL0205  STATE/COUNTY-  MI/DICKINSON
 RL0205  USGS QUAD   -  CHANNING (1975)
 RL0205
 RL0205                         *CURRENT SURVEY CONTROL
 RL0205  ___________________________________________________________________
 RL0205* NAD 83(1986)-  46 13 22.     (N)    088 00 33.     (W)     SCALED    
 RL0205* NAVD 88     -       433.901  (meters)    1423.56   (feet)  ADJUSTED  
 RL0205  ___________________________________________________________________
 RL0205  GEOID HEIGHT-         -33.42  (meters)                     GEOID03
 RL0205  DYNAMIC HT  -         433.902 (meters)    1423.56  (feet)  COMP
 RL0205  MODELED GRAV-     980,602.6   (mgal)                       NAVD 88
 RL0205
 RL0205  VERT ORDER  -  SECOND    CLASS 0
 RL0205
 RL0205.The horizontal coordinates were scaled from a topographic map and have
 RL0205.an estimated accuracy of +/- 6 seconds.
 RL0205
 RL0205.The orthometric height was determined by differential leveling
 RL0205.and adjusted by the National Geodetic Survey in June 1991..
 RL0205
 RL0205.The geoid height was determined by GEOID03.
 RL0205
 RL0205.The dynamic height is computed by dividing the NAVD 88
 RL0205.geopotential number by the normal gravity value computed on the
 RL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0205.degrees latitude (g = 980.6199 gals.).
 RL0205
 RL0205.The modeled gravity was interpolated from observed gravity values.
 RL0205
 RL0205;                    North         East    Units  Estimated Accuracy
 RL0205;SPC MI N     -   160,480.    7,922,150.      MT  (+/- 180 meters Scaled)
 RL0205
 RL0205                          SUPERSEDED SURVEY CONTROL
 RL0205
 RL0205  NGVD 29 (??/??/92)  433.862  (m)         1423.43   (f) ADJ UNCH    2 0
 RL0205
 RL0205.Superseded values are not recommended for survey control.
 RL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0205.See file dsdata.txt to determine how the superseded data were derived.
 RL0205
 RL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS221192(NAD 83)
 RL0205_MARKER: DB = BENCH MARK DISK
 RL0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0205_STAMPING: M 60 1934
 RL0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0205+STABILITY: SURFACE MOTION
 RL0205
 RL0205  HISTORY     - Date     Condition        Report By
 RL0205  HISTORY     - 1934     MONUMENTED       CGS
 RL0205  HISTORY     - 20000814 MARK NOT FOUND   MIDT
 RL0205
 RL0205                          STATION DESCRIPTION
 RL0205
 RL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 RL0205'AT FLOODWOOD.
 RL0205'AT FLOODWOOD, DICKINSON COUNTY, ON THE CHICAGO, MILWAUKEE AND
 RL0205'ST. PAUL AND PACIFIC RAILROAD, 98 FEET NORTH OF THE STATION
 RL0205'BOARD, AT MILEAGE 322.9, AT A ROAD CROSSING, 12 FEET SOUTH OF THE
 RL0205'ROAD, AND 24 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK.
 RL0205'A STANDARD DISK, STAMPED M 60 1934 AND SET IN THE TOP OF A
 RL0205'CONCRETE POST.
 RL0205
 RL0205                          STATION RECOVERY (2000)
 RL0205
 RL0205'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2000 (MPR)
 RL0205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0195 ***********************************************************************
 RK0195  DESIGNATION -  M 61
 RK0195  PID         -  RK0195
 RK0195  STATE/COUNTY-  MI/DICKINSON
 RK0195  USGS QUAD   -  RALPH SW (1986)
 RK0195
 RK0195                         *CURRENT SURVEY CONTROL
 RK0195  ___________________________________________________________________
 RK0195* NAD 83(1986)-  46 05 00.     (N)    087 53 33.     (W)     SCALED    
 RK0195* NAVD 88     -       368.439  (meters)    1208.79   (feet)  ADJUSTED  
 RK0195  ___________________________________________________________________
 RK0195  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 RK0195  DYNAMIC HT  -         368.439 (meters)    1208.79  (feet)  COMP
 RK0195  MODELED GRAV-     980,605.6   (mgal)                       NAVD 88
 RK0195
 RK0195  VERT ORDER  -  SECOND    CLASS 0
 RK0195
 RK0195.The horizontal coordinates were scaled from a topographic map and have
 RK0195.an estimated accuracy of +/- 6 seconds.
 RK0195
 RK0195.The orthometric height was determined by differential leveling
 RK0195.and adjusted by the National Geodetic Survey in June 1991..
 RK0195
 RK0195.The geoid height was determined by GEOID03.
 RK0195
 RK0195.The dynamic height is computed by dividing the NAVD 88
 RK0195.geopotential number by the normal gravity value computed on the
 RK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RK0195.degrees latitude (g = 980.6199 gals.).
 RK0195
 RK0195.The modeled gravity was interpolated from observed gravity values.
 RK0195
 RK0195;                    North         East    Units  Estimated Accuracy
 RK0195;SPC MI N     -   144,880.    7,930,980.      MT  (+/- 180 meters Scaled)
 RK0195
 RK0195                          SUPERSEDED SURVEY CONTROL
 RK0195
 RK0195  NGVD 29 (??/??/92)  368.431  (m)         1208.76   (f) ADJ UNCH    2 0
 RK0195
 RK0195.Superseded values are not recommended for survey control.
 RK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0195.See file dsdata.txt to determine how the superseded data were derived.
 RK0195
 RK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS309036(NAD 83)
 RK0195_MARKER: DB = BENCH MARK DISK
 RK0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RK0195_STAMPING: M 61 1934
 RK0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0195+STABILITY: SURFACE MOTION
 RK0195
 RK0195  HISTORY     - Date     Condition        Report By
 RK0195  HISTORY     - 1934     MONUMENTED       CGS
 RK0195  HISTORY     - 1955     MARK NOT FOUND   USGS
 RK0195
 RK0195                          STATION DESCRIPTION
 RK0195
 RK0195'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 RK0195'6.6 MI SW FROM RALPH.
 RK0195'3.2 MILES SOUTH ALONG COUNTY HIGHWAY 581 FROM RALPH, DICKINSON
 RK0195'COUNTY, THENCE 3.4 MILES WEST ALONG THE ROAD LEADING TO SAGOLA,
 RK0195'21 FEET NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET NORTHEAST
 RK0195'OF A 10-INCH BALSAM TREE, AND 7 FEET NORTH OF A 30-INCH HEMLOCK
 RK0195'TREE.  A STANDARD DISK, STAMPED M 61 1934 AND SET IN THE TOP
 RK0195'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0087 ***********************************************************************
 NE0087  DESIGNATION -  M 62
 NE0087  PID         -  NE0087
 NE0087  STATE/COUNTY-  MI/ST CLAIR
 NE0087  USGS QUAD   -  PORT HURON (1991)
 NE0087
 NE0087                         *CURRENT SURVEY CONTROL
 NE0087  ___________________________________________________________________
 NE0087* NAD 83(1986)-  42 58 22.     (N)    082 25 15.     (W)     SCALED    
 NE0087* NAVD 88     -       178.527  (meters)     585.72   (feet)  ADJUSTED  
 NE0087  ___________________________________________________________________
 NE0087  GEOID HEIGHT-         -34.87  (meters)                     GEOID03
 NE0087  DYNAMIC HT  -         178.483 (meters)     585.57  (feet)  COMP
 NE0087  MODELED GRAV-     980,368.0   (mgal)                       NAVD 88
 NE0087
 NE0087  VERT ORDER  -  SECOND    CLASS 0
 NE0087
 NE0087.The horizontal coordinates were scaled from a topographic map and have
 NE0087.an estimated accuracy of +/- 6 seconds.
 NE0087
 NE0087.The orthometric height was determined by differential leveling
 NE0087.and adjusted by the National Geodetic Survey in June 1991..
 NE0087
 NE0087.The geoid height was determined by GEOID03.
 NE0087
 NE0087.The dynamic height is computed by dividing the NAVD 88
 NE0087.geopotential number by the normal gravity value computed on the
 NE0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0087.degrees latitude (g = 980.6199 gals.).
 NE0087
 NE0087.The modeled gravity was interpolated from observed gravity values.
 NE0087
 NE0087;                    North         East    Units  Estimated Accuracy
 NE0087;SPC MI S     -   165,430.    4,158,710.      MT  (+/- 180 meters Scaled)
 NE0087
 NE0087                          SUPERSEDED SURVEY CONTROL
 NE0087
 NE0087  NGVD 29 (??/??/92)  178.654  (m)          586.13   (f) ADJ UNCH    2 0
 NE0087
 NE0087.Superseded values are not recommended for survey control.
 NE0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0087.See file dsdata.txt to determine how the superseded data were derived.
 NE0087
 NE0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH841587(NAD 83)
 NE0087_MARKER: DD = SURVEY DISK
 NE0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NE0087_STAMPING: M 62 586.84 MSLD
 NE0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NE0087+STABILITY: SURFACE MOTION
 NE0087
 NE0087  HISTORY     - Date     Condition        Report By
 NE0087  HISTORY     - UNK      MONUMENTED       DECO
 NE0087  HISTORY     - 1934     GOOD             NGS
 NE0087  HISTORY     - 1977     POOR             NGS
 NE0087  HISTORY     - 19880716 MARK NOT FOUND   USPSQD
 NE0087  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 NE0087
 NE0087                          STATION DESCRIPTION
 NE0087
 NE0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 NE0087'AT PORT HURON.
 NE0087'AT PORT HURON, ST. CLAIR COUNTY, ON THE PORT AUSTIN DIVISION OF
 NE0087'THE PERE MARQUETTE RAILWAY, AT THE EAST END OF WATER STREET, 41.3
 NE0087'FEET EAST OF THE EAST EDGE OF THE ENTRANCE TO THE OFFICE OF THE
 NE0087'WAREHOUSE OF THE DETROIT EDISON COMPANY, 49 FEET NORTHWEST OF A
 NE0087'FIRE HYDRANT, 18.1 FEET WEST OF THE WEST RAIL, AND ABOUT 6 INCHES
 NE0087'LOWER THAN THE TOP OF THE RAIL.  A DETROIT EDISON COMPANY STANDARD
 NE0087'DISK, STAMPED M 62 586.84 M S L D AND SET IN THE TOP OF A CONCRETE
 NE0087'POST.  NOTE-- IT WAS REPORTED IN SEPTEMBER 1948 THAT THE PERE
 NE0087'MARQUETTE RAILWAY HAS BEEN PURCHASED BY THE CHESAPEAKE AND OHIO
 NE0087'RAILWAY.
 NE0087
 NE0087                          STATION RECOVERY (1977)
 NE0087
 NE0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 NE0087'AT PORT HURON ON THE CHESEPEAKE AND OHIO RAILROAD, AT THE EAST END OF
 NE0087'WATER STREET, IN THE CENTER OF A DRIVE 41.3 EAST OF THE EAST EDGE OF
 NE0087'THE ENTRANCE TO THE BUILDING, 49 FEET NORTHWEST OF A FIRE HYDRANT AND
 NE0087'18.1 FEET WEST OF THE WEST RAIL. BUILDING IS NOW PART OF STEVENS
 NE0087'MARINA.
 NE0087
 NE0087                          STATION RECOVERY (1988)
 NE0087
 NE0087'RECOVERY NOTE BY US POWER SQUADRON 1988 (TGL)
 NE0087'MARK NOT FOUND.
 NE0087
 NE0087                          STATION RECOVERY (1997)
 NE0087
 NE0087'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0303 ***********************************************************************
 RL0303  DESIGNATION -  M 62
 RL0303  PID         -  RL0303
 RL0303  STATE/COUNTY-  MI/IRON
 RL0303  USGS QUAD   -  GAASTRA (1944)
 RL0303
 RL0303                         *CURRENT SURVEY CONTROL
 RL0303  ___________________________________________________________________
 RL0303* NAD 83(1986)-  46 05 46.     (N)    088 30 28.     (W)     SCALED    
 RL0303* NAVD 88     -       433.653  (meters)    1422.74   (feet)  ADJUSTED  
 RL0303  ___________________________________________________________________
 RL0303  GEOID HEIGHT-         -32.38  (meters)                     GEOID03
 RL0303  DYNAMIC HT  -         433.660 (meters)    1422.77  (feet)  COMP
 RL0303  MODELED GRAV-     980,618.3   (mgal)                       NAVD 88
 RL0303
 RL0303  VERT ORDER  -  SECOND    CLASS 0
 RL0303
 RL0303.The horizontal coordinates were scaled from a topographic map and have
 RL0303.an estimated accuracy of +/- 6 seconds.
 RL0303
 RL0303.The orthometric height was determined by differential leveling
 RL0303.and adjusted by the National Geodetic Survey in June 1991..
 RL0303.WARNING-Repeat measurements at this control monument indicate possible
 RL0303.vertical movement.
 RL0303
 RL0303.The geoid height was determined by GEOID03.
 RL0303
 RL0303.The dynamic height is computed by dividing the NAVD 88
 RL0303.geopotential number by the normal gravity value computed on the
 RL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0303.degrees latitude (g = 980.6199 gals.).
 RL0303
 RL0303.The modeled gravity was interpolated from observed gravity values.
 RL0303
 RL0303;                    North         East    Units  Estimated Accuracy
 RL0303;SPC MI N     -   147,020.    7,883,420.      MT  (+/- 180 meters Scaled)
 RL0303
 RL0303                          SUPERSEDED SURVEY CONTROL
 RL0303
 RL0303  NGVD 29 (??/??/92)  433.644  (m)         1422.71   (f) ADJ UNCH    2 0
 RL0303
 RL0303.Superseded values are not recommended for survey control.
 RL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0303.See file dsdata.txt to determine how the superseded data were derived.
 RL0303
 RL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS834058(NAD 83)
 RL0303_MARKER: DB = BENCH MARK DISK
 RL0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0303_STAMPING: M 62 1934
 RL0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0303+STABILITY: SURFACE MOTION
 RL0303
 RL0303  HISTORY     - Date     Condition        Report By
 RL0303  HISTORY     - 1934     MONUMENTED       CGS
 RL0303  HISTORY     - 1948     GOOD             NGS
 RL0303  HISTORY     - 20020614 MARK NOT FOUND   USPSQD
 RL0303  HISTORY     - 20021031 GOOD             WILCOX
 RL0303
 RL0303                          STATION DESCRIPTION
 RL0303
 RL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0303'AT CHICAUGON.
 RL0303'AT CHICAUGON, ALONG THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC
 RL0303'RAILWAY, AT THE ROAD CROSSING, 88 FEET NORTH OF THE CENTER
 RL0303'LINE OF THE GRAVEL ROAD, 15.3 FEET WEST OF THE WEST RAIL, 186
 RL0303'FEET NORTH AND ACROSS THE ROAD FROM THE NORTH END OF A 23 YARD
 RL0303'TRESTLE OVER CHICAUGON SLEW, ABOUT 102 YARDS NORTH OF THE
 RL0303'INTERSECTION OF THE RAILROAD AND A POWER TRANSMISSION LINE, 1.5
 RL0303'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 RL0303'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 RL0303'INCHES.
 RL0303
 RL0303                          STATION RECOVERY (2002)
 RL0303
 RL0303'RECOVERY NOTE BY US POWER SQUADRON 2002 (GG)
 RL0303'MARK NOT FOUND.
 RL0303
 RL0303                          STATION RECOVERY (2002)
 RL0303
 RL0303'RECOVERY NOTE BY WILCOX ASSOCIATES INC 2002 (JDG)
 RL0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0911 ***********************************************************************
 RL0911  DESIGNATION -  M 63
 RL0911  PID         -  RL0911
 RL0911  STATE/COUNTY-  MI/GOGEBIC
 RL0911  USGS QUAD   -  PHELPS (1981)
 RL0911
 RL0911                         *CURRENT SURVEY CONTROL
 RL0911  ___________________________________________________________________
 RL0911* NAD 83(1986)-  46 18 00.     (N)    089 05 22.     (W)     SCALED    
 RL0911* NAVD 88     -       475.554  (meters)    1560.21   (feet)  ADJUSTED  
 RL0911  ___________________________________________________________________
 RL0911  GEOID HEIGHT-         -31.48  (meters)                     GEOID03
 RL0911  DYNAMIC HT  -         475.561 (meters)    1560.24  (feet)  COMP
 RL0911  MODELED GRAV-     980,613.2   (mgal)                       NAVD 88
 RL0911
 RL0911  VERT ORDER  -  SECOND    CLASS 0
 RL0911
 RL0911.The horizontal coordinates were scaled from a topographic map and have
 RL0911.an estimated accuracy of +/- 6 seconds.
 RL0911
 RL0911.The orthometric height was determined by differential leveling
 RL0911.and adjusted by the National Geodetic Survey in June 1991..
 RL0911.WARNING-Repeat measurements at this control monument indicate possible
 RL0911.vertical movement.
 RL0911
 RL0911.The geoid height was determined by GEOID03.
 RL0911
 RL0911.The dynamic height is computed by dividing the NAVD 88
 RL0911.geopotential number by the normal gravity value computed on the
 RL0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0911.degrees latitude (g = 980.6199 gals.).
 RL0911
 RL0911.The modeled gravity was interpolated from observed gravity values.
 RL0911
 RL0911;                    North         East    Units  Estimated Accuracy
 RL0911;SPC MI N     -   170,690.    7,839,060.      MT  (+/- 180 meters Scaled)
 RL0911
 RL0911                          SUPERSEDED SURVEY CONTROL
 RL0911
 RL0911  NGVD 29 (??/??/92)  475.573  (m)         1560.28   (f) ADJ UNCH    2 0
 RL0911
 RL0911.Superseded values are not recommended for survey control.
 RL0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0911.See file dsdata.txt to determine how the superseded data were derived.
 RL0911
 RL0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS390295(NAD 83)
 RL0911_MARKER: DB = BENCH MARK DISK
 RL0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0911_STAMPING: M 63 1934
 RL0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0911+STABILITY: SURFACE MOTION
 RL0911
 RL0911  HISTORY     - Date     Condition        Report By
 RL0911  HISTORY     - 1934     MONUMENTED       CGS
 RL0911  HISTORY     - 1948     GOOD             NGS
 RL0911  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 RL0911
 RL0911                          STATION DESCRIPTION
 RL0911
 RL0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0911'5 MI E FROM WATERSMEET.
 RL0911'ABOUT 4.95 MILES EAST ALONG THE CHICAGO AND NORTH WESTERN
 RL0911'RAILWAY FROM THE STATION AT WATERSMEET, 192 FEET EAST-NORTHEAST
 RL0911'AND ACROSS THE TRACK FROM MILE POLE NO. 98, ABOUT 0.2 MILE WEST
 RL0911'OF THE WEST END OF TRESTLE NO. 986 OVER ONTONAGON RIVER, 13 FEET
 RL0911'NORTH OF THE NORTH RAIL, 43.5 FEET EAST OF A CONCRETE WHISTLE
 RL0911'POST, 71 FEET NORTHEAST AND ACROSS THE TRACK FROM TELEPHONE
 RL0911'POLE 1244, 2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 RL0911'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 RL0911'PROJECTING 2 INCHES.
 RL0911
 RL0911                          STATION RECOVERY (1988)
 RL0911
 RL0911'RECOVERY NOTE BY US POWER SQUADRON 1988 (GG)
 RL0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0063 ***********************************************************************
 RL0063  DESIGNATION -  M 64
 RL0063  PID         -  RL0063
 RL0063  STATE/COUNTY-  MI/BARAGA
 RL0063  USGS QUAD   -  PORTAGE ENTRY (1984)
 RL0063
 RL0063                         *CURRENT SURVEY CONTROL
 RL0063  ___________________________________________________________________
 RL0063* NAD 83(1986)-  46 55 01.     (N)    088 28 56.     (W)     SCALED    
 RL0063* NAVD 88     -       199.412  (meters)     654.24   (feet)  ADJUSTED  
 RL0063  ___________________________________________________________________
 RL0063  GEOID HEIGHT-         -34.61  (meters)                     GEOID03
 RL0063  DYNAMIC HT  -         199.425 (meters)     654.28  (feet)  COMP
 RL0063  MODELED GRAV-     980,676.3   (mgal)                       NAVD 88
 RL0063
 RL0063  VERT ORDER  -  FIRST     CLASS II
 RL0063
 RL0063.The horizontal coordinates were scaled from a topographic map and have
 RL0063.an estimated accuracy of +/- 6 seconds.
 RL0063
 RL0063.The orthometric height was determined by differential leveling
 RL0063.and adjusted by the National Geodetic Survey in June 1991..
 RL0063
 RL0063.The geoid height was determined by GEOID03.
 RL0063
 RL0063.The dynamic height is computed by dividing the NAVD 88
 RL0063.geopotential number by the normal gravity value computed on the
 RL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0063.degrees latitude (g = 980.6199 gals.).
 RL0063
 RL0063.The modeled gravity was interpolated from observed gravity values.
 RL0063
 RL0063;                    North         East    Units  Estimated Accuracy
 RL0063;SPC MI N     -   238,200.    7,887,100.      MT  (+/- 180 meters Scaled)
 RL0063
 RL0063                          SUPERSEDED SURVEY CONTROL
 RL0063
 RL0063  NGVD 29 (??/??/92)  199.400  (m)          654.20   (f) ADJ UNCH    1 2
 RL0063
 RL0063.Superseded values are not recommended for survey control.
 RL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0063.See file dsdata.txt to determine how the superseded data were derived.
 RL0063
 RL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS871970(NAD 83)
 RL0063_MARKER: DB = BENCH MARK DISK
 RL0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0063_STAMPING: M 64 1934
 RL0063_MARK LOGO: CGS   
 RL0063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RL0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0063+STABILITY: SURFACE MOTION
 RL0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 RL0063+SATELLITE: SATELLITE OBSERVATIONS - July 09, 1996
 RL0063
 RL0063  HISTORY     - Date     Condition        Report By
 RL0063  HISTORY     - 1934     MONUMENTED       CGS
 RL0063  HISTORY     - 1948     GOOD             NGS
 RL0063  HISTORY     - 19960709 POOR             MIDT
 RL0063
 RL0063                          STATION DESCRIPTION
 RL0063
 RL0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 RL0063'AT ARNHEIM.
 RL0063'AT ARNHEIM, ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC RAILWAY,
 RL0063'AT THE ROAD CROSSING, 44 FEET EAST OF THE EAST RAIL, 50 FEET
 RL0063'SOUTH OF THE CENTER LINE OF THE WEST TANGENT OF THE ROAD CROSSING
 RL0063'TRACK (ROAD TURN NORTH AND PARALLELS TRACK FOR A WAY FROM THE
 RL0063'CROSSING) 21 FEET SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 1263,
 RL0063'56 FEET SOUTHEAST OF THE CENTER OF THE CROSSING, 32 FEET SOUTH
 RL0063'OF THE SOUTHWEST END OF A 12-INCH PIPE CULVERT UNDER A DRIVE
 RL0063'SOUTHEAST TO A FARM HOUSE, 35 FEET SOUTHWEST OF THE CENTER LINE
 RL0063'OF THE DRIVE WAY TO HOUSE, IN LINE WITH THE NORTH TANGENT OF
 RL0063'THE ROAD CROSSING, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 RL0063'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 RL0063'POST PROJECTING 3 INCHES.  NOTE-- POST IS SOLID BUT THE TOP
 RL0063'PORTION OF THE CONCRETE POST HAS BEEN CHIPPED TO THE SIZE OF
 RL0063'THE DISK.  APPARENTLY DISK IS NOT DISTURBED.
 RL0063
 RL0063                          STATION RECOVERY (1996)
 RL0063
 RL0063'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 RL0063'RECOVERED JULY 08, 1996 MICHIGAN DEPTARTMENT OF TRANSPORTATION.  THE
 RL0063'MARK IS IN POOR CONDITION, DISK HAS BEEN HIT AND THE TOP OF THE
 RL0063'CONCRETE POST IS BROKEN AWAY.  TO REACH FROM US-41 FOLLOW ARNHIEM ROAD
 RL0063'2.38 KM (1.45 MI) TO THE RAILROAD TRACKS AND THE MARK OF THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 SG0019 ***********************************************************************
 SG0019  DESIGNATION -  M 65
 SG0019  PID         -  SG0019
 SG0019  STATE/COUNTY-  MI/HOUGHTON
 SG0019  USGS QUAD   -  LAURIUM (1975)
 SG0019
 SG0019                         *CURRENT SURVEY CONTROL
 SG0019  ___________________________________________________________________
 SG0019* NAD 83(1986)-  47 14 36.     (N)    088 26 52.     (W)     SCALED    
 SG0019* NAVD 88     -       379.901  (meters)    1246.39   (feet)  ADJUSTED  
 SG0019  ___________________________________________________________________
 SG0019  GEOID HEIGHT-         -34.19  (meters)                     GEOID03
 SG0019  DYNAMIC HT  -         379.951 (meters)    1246.56  (feet)  COMP
 SG0019  MODELED GRAV-     980,734.5   (mgal)                       NAVD 88
 SG0019
 SG0019  VERT ORDER  -  FIRST     CLASS II
 SG0019
 SG0019.The horizontal coordinates were scaled from a topographic map and have
 SG0019.an estimated accuracy of +/- 6 seconds.
 SG0019
 SG0019.The orthometric height was determined by differential leveling
 SG0019.and adjusted by the National Geodetic Survey in June 1991..
 SG0019
 SG0019.The geoid height was determined by GEOID03.
 SG0019
 SG0019.The dynamic height is computed by dividing the NAVD 88
 SG0019.geopotential number by the normal gravity value computed on the
 SG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 SG0019.degrees latitude (g = 980.6199 gals.).
 SG0019
 SG0019.The modeled gravity was interpolated from observed gravity values.
 SG0019
 SG0019;                    North         East    Units  Estimated Accuracy
 SG0019;SPC MI N     -   274,430.    7,890,390.      MT  (+/- 180 meters Scaled)
 SG0019
 SG0019                          SUPERSEDED SURVEY CONTROL
 SG0019
 SG0019  NGVD 29 (??/??/92)  379.896  (m)         1246.38   (f) ADJ UNCH    1 2
 SG0019
 SG0019.Superseded values are not recommended for survey control.
 SG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 SG0019.See file dsdata.txt to determine how the superseded data were derived.
 SG0019
 SG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCT904332(NAD 83)
 SG0019_MARKER: DB = BENCH MARK DISK
 SG0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 SG0019_SP_SET: STEP
 SG0019_STAMPING: M 65 1934
 SG0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 SG0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 SG0019+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001
 SG0019
 SG0019  HISTORY     - Date     Condition        Report By
 SG0019  HISTORY     - 1934     MONUMENTED       CGS
 SG0019  HISTORY     - 1962     GOOD             NGS
 SG0019  HISTORY     - 19951014 GOOD             USPSQD
 SG0019  HISTORY     - 20010730 GOOD             MIDT
 SG0019
 SG0019                          STATION DESCRIPTION
 SG0019
 SG0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 SG0019'AT CALUMET.
 SG0019'AT CALUMET, HOUGHTON COUNTY, AT THE WEST ENTRANCE ON THE SOUTH
 SG0019'SIDE OF THE NEW HIGH SCHOOL BUILDING, AND IN THE WEST END OF A
 SG0019'CONCRETE STEP.  A STANDARD DISK, STAMPED M 65 1934.
 SG0019
 SG0019                          STATION RECOVERY (1962)
 SG0019
 SG0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 SG0019'RECOVERED IN GOOD CONDITION.
 SG0019
 SG0019                          STATION RECOVERY (1995)
 SG0019
 SG0019'RECOVERY NOTE BY US POWER SQUADRON 1995
 SG0019'RECOVERED IN GOOD CONDITION.
 SG0019
 SG0019                          STATION RECOVERY (2001)
 SG0019
 SG0019'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MPR)
 SG0019'CALUMET, AT THE CALUMET PUBLIC SCHOOLS.  TO REACH THE MARK FROM THE
 SG0019'US HWY 41 - SCHOOL ST INTERSECTION (TRAFFIC LIGHT) AND THE EAST
 SG0019'ENTRANCE TO SCHOOLS, FOLLOW SIDEWALK WEST TO THE WEST (LAST) ENTRANCE
 SG0019'ON THE SOUTH SIDE OF THE BUILDING (NORTH) AND THE MARK IN TOP OF THE
 SG0019'WEST BANISTER AT THE ENTRANCE, ABOUT 2 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL0483 ***********************************************************************
 RL0483  DESIGNATION -  M 66
 RL0483  PID         -  RL0483
 RL0483  STATE/COUNTY-  MI/HOUGHTON
 RL0483  USGS QUAD   -  SIDNAW (1985)
 RL0483
 RL0483                         *CURRENT SURVEY CONTROL
 RL0483  ___________________________________________________________________
 RL0483* NAD 83(1986)-  46 30 38.     (N)    088 40 45.     (W)     SCALED    
 RL0483* NAVD 88     -       425.536  (meters)    1396.11   (feet)  ADJUSTED  
 RL0483  ___________________________________________________________________
 RL0483  GEOID HEIGHT-         -32.63  (meters)                     GEOID03
 RL0483  DYNAMIC HT  -         425.548 (meters)    1396.15  (feet)  COMP
 RL0483  MODELED GRAV-     980,628.2   (mgal)                       NAVD 88
 RL0483
 RL0483  VERT ORDER  -  FIRST     CLASS II
 RL0483
 RL0483.The horizontal coordinates were scaled from a topographic map and have
 RL0483.an estimated accuracy of +/- 6 seconds.
 RL0483
 RL0483.The orthometric height was determined by differential leveling
 RL0483.and adjusted by the National Geodetic Survey in June 1991..
 RL0483
 RL0483.The geoid height was determined by GEOID03.
 RL0483
 RL0483.The dynamic height is computed by dividing the NAVD 88
 RL0483.geopotential number by the normal gravity value computed on the
 RL0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RL0483.degrees latitude (g = 980.6199 gals.).
 RL0483
 RL0483.The modeled gravity was interpolated from observed gravity values.
 RL0483
 RL0483;                    North         East    Units  Estimated Accuracy
 RL0483;SPC MI N     -   193,340.    7,871,150.      MT  (+/- 180 meters Scaled)
 RL0483
 RL0483                          SUPERSEDED SURVEY CONTROL
 RL0483
 RL0483  NGVD 29 (??/??/92)  425.418  (m)         1395.73   (f) ADJ UNCH    1 2
 RL0483
 RL0483.Superseded values are not recommended for survey control.
 RL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL0483.See file dsdata.txt to determine how the superseded data were derived.
 RL0483
 RL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS711521(NAD 83)
 RL0483_MARKER: DB = BENCH MARK DISK
 RL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RL0483_STAMPING: M 66 1934
 RL0483_MARK LOGO: CGS   
 RL0483_PROJECTION: PROJECTING 10 CENTIMETERS
 RL0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL0483+STABILITY: SURFACE MOTION
 RL0483
 RL0483  HISTORY     - Date     Condition        Report By
 RL0483  HISTORY     - 1934     MONUMENTED       MIGS
 RL0483  HISTORY     - 1954     GOOD             NGS
 RL0483  HISTORY     - 1985     GOOD             NGS
 RL0483  HISTORY     - 1989     GOOD             USPSQD
 RL0483
 RL0483                          STATION DESCRIPTION
 RL0483
 RL0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 RL0483'1 MI E FROM SIDNAW.
 RL0483'1 MILE EAST ALONG THE DULUTH, SOUTH SHORE AND ATLANTIC FROM
 RL0483'SIDNAW, HOUGHTON COUNTY, AT THE HOUGHTON BARAGA COUNTY LINE, AT
 RL0483'A COUNTY ROAD CROSSING, 33 FEET SOUTHWEST OF THE ROAD CROSSING,
 RL0483'27 FEET SOUTH OF, 18 FEET WEST OF CROSSING AND 0.5 FOOT WEST
 RL0483'OF A WHITE REFERENCE POST STENCILED U.S.B.M.  A STANDARD DISK,
 RL0483'STAMPED M 66 1934 AND SET IN THE TOP OF A CONCRETE POST
 RL0483'PROJECTING 6 INCHES ABOVE GROUND.
 RL0483
 RL0483                          STATION RECOVERY (1985)
 RL0483
 RL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 RL0483'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.2 KM (7.6
 RL0483'MI) WESTERLY ALONG STATE HIGHWAY 28 FROM ITS JUNCTION WITH U.S.
 RL0483'HIGHWAY 141 IN COVINGTON, 56.0 M (183.7 FT) SOUTHEAST OF THE
 RL0483'CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTHWEST OF THE CENTER OF
 RL0483'JACOBSON ROAD, AND 3.6 M (11.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 RL0483'SOO LINE RAILROAD.
 RL0483'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 RL0483'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 RL0483
 RL0483                          STATION RECOVERY (1989)
 RL0483
 RL0483'RECOVERY NOTE BY US POWER SQUADRON 1989 (GG)
 RL0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0077 ***********************************************************************
 QK0077  FBN         -  This is a Federal Base Network Control Station.
 QK0077  DESIGNATION -  M 76
 QK0077  PID         -  QK0077
 QK0077  STATE/COUNTY-  MI/EMMET
 QK0077  USGS QUAD   -  
 QK0077
 QK0077                         *CURRENT SURVEY CONTROL
 QK0077  ___________________________________________________________________
 QK0077* NAD 83(1994)-  45 27 48.42209(N)    084 46 57.02874(W)     ADJUSTED  
 QK0077* NAVD 88     -       202.310  (meters)     663.75   (feet)  ADJUSTED  
 QK0077  ___________________________________________________________________
 QK0077  X           -     407,499.769 (meters)                     COMP
 QK0077  Y           -  -4,462,574.049 (meters)                     COMP
 QK0077  Z           -   4,523,740.231 (meters)                     COMP
 QK0077  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 QK0077  ELLIP HEIGHT-         167.15  (meters)          (06/11/02) GPS OBS
 QK0077  GEOID HEIGHT-         -35.17  (meters)                     GEOID03
 QK0077  DYNAMIC HT  -         202.309 (meters)     663.74  (feet)  COMP
 QK0077  MODELED GRAV-     980,609.3   (mgal)                       NAVD 88
 QK0077  OBS GRAVITY -     980,610.3   (mgal)                       GRAV_OBS
 QK0077
 QK0077  HORZ ORDER  -  B
 QK0077  VERT ORDER  -  SECOND    CLASS 0
 QK0077  ELLP ORDER  -  FOURTH    CLASS I
 QK0077
 QK0077.The horizontal coordinates were established by GPS observations
 QK0077.and adjusted by the National Geodetic Survey in September 1995..
 QK0077
 QK0077.The orthometric height was determined by differential leveling
 QK0077.and adjusted by the National Geodetic Survey in June 1991..
 QK0077
 QK0077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0077
 QK0077.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0077
 QK0077.The ellipsoidal height was determined by GPS observations
 QK0077.and is referenced to NAD 83.
 QK0077
 QK0077.The geoid height was determined by GEOID03.
 QK0077
 QK0077.The dynamic height is computed by dividing the NAVD 88
 QK0077.geopotential number by the normal gravity value computed on the
 QK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0077.degrees latitude (g = 980.6199 gals.).
 QK0077
 QK0077.The modeled gravity was interpolated from observed gravity values.
 QK0077.The observed gravity was obtained from relative gravimeter ties
 QK0077.to the IGSN71 gravity network.
 QK0077
 QK0077;                    North         East     Units Scale Factor Converg.
 QK0077;SPC MI C     -   238,637.702 5,967,479.268   MT  0.99995389   -0 17 37.5
 QK0077;SPC MI C     -   782,932.09 19,578,344.06   iFT  0.99995389   -0 17 37.5
 QK0077;UTM  16      - 5,036,827.803   673,356.971   MT  0.99996951   +1 34 51.7
 QK0077
 QK0077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0077!SPC MI C     -   0.99997380  x   0.99995389  =   0.99992769
 QK0077!UTM  16      -   0.99997380  x   0.99996951  =   0.99994331
 QK0077
 QK0077                          SUPERSEDED SURVEY CONTROL
 QK0077
 QK0077  ELLIP H (09/20/95)  167.15   (m)                       GP(       ) 1 2
 QK0077  NAD 83(1986)-  45 27 48.41618(N)    084 46 57.03080(W) AD(       ) 1
 QK0077  NAVD 88 (41/10/94)  202.31   (m)          663.7    (f) LEVELING    3  
 QK0077  NGVD 29 (??/??/92)  202.351  (m)          663.88   (f) ADJ UNCH    2 0
 QK0077
 QK0077.Superseded values are not recommended for survey control.
 QK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0077.See file dsdata.txt to determine how the superseded data were derived.
 QK0077
 QK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7335736828(NAD 83)
 QK0077_MARKER: DB = BENCH MARK DISK
 QK0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0077_SP_SET: CONCRETE POST
 QK0077_STAMPING: M 76 1934
 QK0077_MARK LOGO: CGS   
 QK0077_PROJECTION: PROJECTING 8 CENTIMETERS
 QK0077_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0077+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 QK0077
 QK0077  HISTORY     - Date     Condition        Report By
 QK0077  HISTORY     - 1934     MONUMENTED       CGS
 QK0077  HISTORY     - 19920622 GOOD             MIDT
 QK0077  HISTORY     - 19941004 SEE DESCRIPTION  NGS
 QK0077  HISTORY     - 19960813 GOOD             USPSQD
 QK0077  HISTORY     - 20010426 GOOD             MIDT
 QK0077
 QK0077                          STATION DESCRIPTION
 QK0077
 QK0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0077'2 MI S FROM BRUTUS.
 QK0077'2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
 QK0077'AT BRUTUS, EMMET COUNTY, 0.5 MILE SOUTH OF MILEPOST 437, 17
 QK0077'YARDS NORTHEAST OF THE CROSSING OF A DIRT ROAD LEADING FROM U.S.
 QK0077'HIGHWAY 31 TO A ROAD ON THE WEST SIDE OF THE TRACK, 8 YARDS
 QK0077'NORTH OF THE CENTERLINE OF THE ROAD, 30 YARDS WEST OF THE
 QK0077'CENTERLINE OF THE HIGHWAY, 15 YARDS EAST OF THE EAST RAIL, AND
 QK0077'1 YARD NORTH OF A TELEPHONE POLE.  A STANDARD DISK, STAMPED
 QK0077'M 76 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 QK0077'INCHES ABOVE GROUND.
 QK0077
 QK0077                          STATION RECOVERY (1992)
 QK0077
 QK0077'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992 (CCL)
 QK0077'STATION IS LOCATED IN QUAD 450843.  IT IS IN THE NORTHWEST 1/4 OF
 QK0077'SECTION 3, T-35-N, R-4-W, LITTLEFIELD TOWNSHIP.  IT IS ABOUT 6-3/4
 QK0077'MILES SOUTHEAST OF PLEASANTVIEW, 2 MILES (3.2 KM) SOUTH OF BRUTUS,
 QK0077'1-1/2 MILES NORTH OF ALANSON, ON THE UNITED STATES HIGHWAY RIGHT OF
 QK0077'WAY, AND ON THE ALANSON QUADRANGLE MAP. TO REACH FROM THE INTERSECTION
 QK0077'OF UNITED STATES HIGHWAY 31 AND MICHIGAN STATE HIGHWAY 68 IN ALANSON,
 QK0077'GO NORTH ON U.S. 31 FOR 1.35 MILES (2.17 KM) TO CROSS DRIVE ON LEFT.
 QK0077'TURN LEFT GOING WEST FOR 90 FT (27.4 M) TO STATION ON RIGHT. STATION
 QK0077'PROJECTS 1.3 FT (0.4 M) ABOVE GROUND SURFACE.  IT IS 89.0 FT (27.1 M)
 QK0077'WEST OF CENTERLINE PAVED U.S. 31, 33.5 FT (10.2 M) EAST OF MICHIGAN
 QK0077'BELL OPTICS CABLE MARKER POST, 19 FT (5.8 M) NORTH OF CENTERLINE OF
 QK0077'GRAVEL DRIVE, AND 1.3 FT (0.4 M) NORTH OF A METAL WITNESS POST WITH
 QK0077'SIGN.
 QK0077
 QK0077                          STATION RECOVERY (1994)
 QK0077
 QK0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 QK0077'STATION IS LOCATED IN QUAD 450843, IN THE NORTHWEST 1/4 OF SECTION 3,
 QK0077'T35N, R4W, LITTLEFIELD TOWNSHIP, ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF
 QK0077'PLEASANTVIEW, 2.0 MI (3.2 KM) SOUTH OF BRUTUS AND 1.5 MI (2.4 KM)
 QK0077'NORTH OF ALANSON.  OWNERSHIP--STATE RIGHT-OF-WAY.  TO REACH FROM THE
 QK0077'INTERSECTION OF U.S.  HIGHWAY 31 AND STATE HIGHWAY 68 IN ALANSON, GO
 QK0077'NORTH ON U.S.  HIGHWAY 31 FOR 1.35 MI (2.17 KM) TO A CROSSOVER DRIVE
 QK0077'ON THE LEFT.  TURN LEFT AND GO ABOUT 90 FT (27.4 M) TO THE STATION ON
 QK0077'THE RIGHT.  STATION PROJECTS 15 CM ABOVE GROUND.  IT IS 89.0 FT (27.1
 QK0077'M) WEST FROM THE CENTERLINE OF U.S.  HIGHWAY 31, 33.5 FT (10.2 M)
 QK0077'EAST-SOUTHEAST FROM A MICHIGAN BELL CABLE MARKER POST, 19.0 FT (5.8 M)
 QK0077'NORTH FROM THE CENTERLINE OF THE DIRT DRIVE, AND 1.3 FT (0.4 M) NORTH
 QK0077'FROM A METAL WITNESS POST.  NOTE--MARK REPORTED SLIGHTLY LOOSE BY
 QK0077'OBSERVER ON 94/10/04.
 QK0077
 QK0077                          STATION RECOVERY (1996)
 QK0077
 QK0077'RECOVERY NOTE BY US POWER SQUADRON 1996
 QK0077'RECOVERED IN GOOD CONDITION.
 QK0077
 QK0077                          STATION RECOVERY (2001)
 QK0077
 QK0077'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 2001 (MET)
 QK0077'STATION WAS RECOVERED ON 04-03-2001 BY THE MICHIGAN DEPARTMENT
 QK0077'OF TRANSPORTATION NORTH REGION, (MET)  IN GOOD CONDITION.  STATION
 QK0077'IS GOOD FOR USE WITH G.P.S.
 QK0077' 
 QK0077'TYPED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0077' 
 QK0077' 
 QK0077'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0319 ***********************************************************************
 QK0319  DESIGNATION -  M 77
 QK0319  PID         -  QK0319
 QK0319  STATE/COUNTY-  MI/ANTRIM
 QK0319  USGS QUAD   -  
 QK0319
 QK0319                         *CURRENT SURVEY CONTROL
 QK0319  ___________________________________________________________________
 QK0319* NAD 83(1986)-  45 02 23.     (N)    085 15 15.     (W)     SCALED    
 QK0319* NAVD 88     -       192.031  (meters)     630.02   (feet)  ADJUSTED  
 QK0319  ___________________________________________________________________
 QK0319  GEOID HEIGHT-         -34.52  (meters)                     GEOID03
 QK0319  DYNAMIC HT  -         192.025 (meters)     630.00  (feet)  COMP
 QK0319  MODELED GRAV-     980,580.0   (mgal)                       NAVD 88
 QK0319
 QK0319  VERT ORDER  -  SECOND    CLASS 0
 QK0319
 QK0319.The horizontal coordinates were scaled from a topographic map and have
 QK0319.an estimated accuracy of +/- 6 seconds.
 QK0319
 QK0319.The orthometric height was determined by differential leveling
 QK0319.and adjusted by the National Geodetic Survey in June 1991..
 QK0319
 QK0319.The geoid height was determined by GEOID03.
 QK0319
 QK0319.The dynamic height is computed by dividing the NAVD 88
 QK0319.geopotential number by the normal gravity value computed on the
 QK0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0319.degrees latitude (g = 980.6199 gals.).
 QK0319
 QK0319.The modeled gravity was interpolated from observed gravity values.
 QK0319
 QK0319;                    North         East    Units  Estimated Accuracy
 QK0319;SPC MI C     -   191,850.    5,930,080.      MT  (+/- 180 meters Scaled)
 QK0319
 QK0319                          SUPERSEDED SURVEY CONTROL
 QK0319
 QK0319  NGVD 29 (??/??/92)  192.127  (m)          630.34   (f) ADJ UNCH    2 0
 QK0319
 QK0319.Superseded values are not recommended for survey control.
 QK0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0319.See file dsdata.txt to determine how the superseded data were derived.
 QK0319
 QK0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ375888(NAD 83)
 QK0319_MARKER: DB = BENCH MARK DISK
 QK0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QK0319_STAMPING: M 77 1934
 QK0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0319+STABILITY: SURFACE MOTION
 QK0319
 QK0319  HISTORY     - Date     Condition        Report By
 QK0319  HISTORY     - 1934     MONUMENTED       CGS
 QK0319  HISTORY     - 1981     MARK NOT FOUND   USGS
 QK0319  HISTORY     - 1984     MARK NOT FOUND   NGS
 QK0319  HISTORY     - 19950720 MARK NOT FOUND   USPSQD
 QK0319  HISTORY     - 20010801 MARK NOT FOUND   NGS
 QK0319  HISTORY     - 20040530 MARK NOT FOUND   USPSQD
 QK0319
 QK0319                          STATION DESCRIPTION
 QK0319
 QK0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QK0319'2.2 MI S FROM CENTRAL LAKE.
 QK0319'2.2 MILES SOUTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 QK0319'STATION AT CENTRAL LAKE, ANTRIM COUNTY, 0.1 MILE NORTH OF
 QK0319'MILEPOST GR 189, TWO RAILS NORTH OF A SMALL ROAD CROSSING, 7
 QK0319'YARDS SOUTHWEST OF TELEPHONE POLE 638, 10 YARDS EAST OF THE EAST
 QK0319'RAIL, AND 3 YARDS SOUTH OF A POLE.  A STANDARD DISK, STAMPED
 QK0319'M 77 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 QK0319'INCHES ABOVE GROUND.
 QK0319
 QK0319                          STATION RECOVERY (1981)
 QK0319
 QK0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 QK0319'MARK NOT FOUND.
 QK0319
 QK0319                          STATION RECOVERY (1984)
 QK0319
 QK0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0319'NOT RECOVERED, PROBABLY GRADED OUT.
 QK0319
 QK0319                          STATION RECOVERY (1995)
 QK0319
 QK0319'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0319'MARK NOT FOUND.
 QK0319
 QK0319                          STATION RECOVERY (2001)
 QK0319
 QK0319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0319'THIS RECOVERY WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0319
 QK0319                          STATION RECOVERY (2004)
 QK0319
 QK0319'RECOVERY NOTE BY US POWER SQUADRON 2004 (BV)
 QK0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0134 ***********************************************************************
 QK0134  DESIGNATION -  M 78
 QK0134  PID         -  QK0134
 QK0134  STATE/COUNTY-  MI/EMMET
 QK0134  USGS QUAD   -  DEADMANS HILL (1986)
 QK0134
 QK0134                         *CURRENT SURVEY CONTROL
 QK0134  ___________________________________________________________________
 QK0134* NAD 83(1986)-  45 22 19.     (N)    084 57 24.     (W)     SCALED    
 QK0134* NAVD 88     -       202.350  (meters)     663.88   (feet)  ADJUSTED  
 QK0134  ___________________________________________________________________
 QK0134  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 QK0134  DYNAMIC HT  -         202.344 (meters)     663.86  (feet)  COMP
 QK0134  MODELED GRAV-     980,585.6   (mgal)                       NAVD 88
 QK0134
 QK0134  VERT ORDER  -  FIRST     CLASS I
 QK0134
 QK0134.The horizontal coordinates were scaled from a topographic map and have
 QK0134.an estimated accuracy of +/- 6 seconds.
 QK0134
 QK0134.The orthometric height was determined by differential leveling
 QK0134.and adjusted by the National Geodetic Survey in June 1991..
 QK0134.WARNING-Repeat measurements at this control monument indicate possible
 QK0134.vertical movement.
 QK0134
 QK0134.The geoid height was determined by GEOID03.
 QK0134
 QK0134.The dynamic height is computed by dividing the NAVD 88
 QK0134.geopotential number by the normal gravity value computed on the
 QK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0134.degrees latitude (g = 980.6199 gals.).
 QK0134
 QK0134.The modeled gravity was interpolated from observed gravity values.
 QK0134
 QK0134;                    North         East    Units  Estimated Accuracy
 QK0134;SPC MI C     -   228,550.    5,953,790.      MT  (+/- 180 meters Scaled)
 QK0134
 QK0134                          SUPERSEDED SURVEY CONTROL
 QK0134
 QK0134.No superseded survey control is available for this station.
 QK0134
 QK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR600263(NAD 83)
 QK0134_MARKER: DB = BENCH MARK DISK
 QK0134_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 QK0134_STAMPING: M 78 1934
 QK0134_MARK LOGO: CGS   
 QK0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0134+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2001
 QK0134
 QK0134  HISTORY     - Date     Condition        Report By
 QK0134  HISTORY     - 1934     MONUMENTED       CGS
 QK0134  HISTORY     - 1938     GOOD             NGS
 QK0134  HISTORY     - 1984     GOOD             NGS
 QK0134  HISTORY     - 20010124 GOOD             USPSQD
 QK0134  HISTORY     - 20011124 GOOD             USPSQD
 QK0134
 QK0134                          STATION DESCRIPTION
 QK0134
 QK0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 QK0134'AT PETOSKEY.
 QK0134'AT PETOSKEY, EMMET COUNTY, ON THE PENNSYLVANIA RAILROAD, IN THE
 QK0134'EAST WALL OF THE STATION, 18 INCHES SOUTH OF THE NORTHEAST
 QK0134'CORNER OF THE BUILDING, 4 YARDS SOUTH OF THE CORNER OF A BRICK
 QK0134'SIDEWALK, AND 3-1/2 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 QK0134'STAMPED M 78 1934 AND SET VERTICALLY.
 QK0134
 QK0134                          STATION RECOVERY (1984)
 QK0134
 QK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0134'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD DEPOT HAS BEEN
 QK0134'RESTORED AND IS KNOWN AS PENN PLAZA, LOCATED NEAR THE JUNCTION OF ROSE
 QK0134'AND LEWIS STREETS.
 QK0134
 QK0134                          STATION RECOVERY (2001)
 QK0134
 QK0134'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0134'RECOVERED IN GOOD CONDITION.
 QK0134
 QK0134                          STATION RECOVERY (2001)
 QK0134
 QK0134'RECOVERY NOTE BY US POWER SQUADRON 2001 (JSW)
 QK0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0034 ***********************************************************************
 QJ0034  DESIGNATION -  M 80
 QJ0034  PID         -  QJ0034
 QJ0034  STATE/COUNTY-  MI/ALPENA
 QJ0034  USGS QUAD   -  LAKE WINYAH (1971)
 QJ0034
 QJ0034                         *CURRENT SURVEY CONTROL
 QJ0034  ___________________________________________________________________
 QJ0034* NAD 83(1986)-  45 04 06.     (N)    083 30 08.     (W)     SCALED    
 QJ0034* NAVD 88     -       200.997  (meters)     659.44   (feet)  ADJUSTED  
 QJ0034  ___________________________________________________________________
 QJ0034  GEOID HEIGHT-         -36.43  (meters)                     GEOID03
 QJ0034  DYNAMIC HT  -         200.982 (meters)     659.39  (feet)  COMP
 QJ0034  MODELED GRAV-     980,540.1   (mgal)                       NAVD 88
 QJ0034
 QJ0034  VERT ORDER  -  SECOND    CLASS 0
 QJ0034
 QJ0034.The horizontal coordinates were scaled from a topographic map and have
 QJ0034.an estimated accuracy of +/- 6 seconds.
 QJ0034
 QJ0034.The orthometric height was determined by differential leveling
 QJ0034.and adjusted by the National Geodetic Survey in June 1991..
 QJ0034
 QJ0034.The geoid height was determined by GEOID03.
 QJ0034
 QJ0034.The dynamic height is computed by dividing the NAVD 88
 QJ0034.geopotential number by the normal gravity value computed on the
 QJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QJ0034.degrees latitude (g = 980.6199 gals.).
 QJ0034
 QJ0034.The modeled gravity was interpolated from observed gravity values.
 QJ0034
 QJ0034;                    North         East    Units  Estimated Accuracy
 QJ0034;SPC MI C     -   195,010.    6,068,070.      MT  (+/- 180 meters Scaled)
 QJ0034
 QJ0034                          SUPERSEDED SURVEY CONTROL
 QJ0034
 QJ0034  NGVD 29 (??/??/92)  201.151  (m)          659.94   (f) ADJ UNCH    2 0
 QJ0034
 QJ0034.Superseded values are not recommended for survey control.
 QJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0034.See file dsdata.txt to determine how the superseded data were derived.
 QJ0034
 QJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK030935(NAD 83)
 QJ0034_MARKER: DB = BENCH MARK DISK
 QJ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QJ0034_STAMPING: M 80 1934
 QJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QJ0034+STABILITY: SURFACE MOTION
 QJ0034
 QJ0034  HISTORY     - Date     Condition        Report By
 QJ0034  HISTORY     - 1934     MONUMENTED       CGS
 QJ0034  HISTORY     - 1966     MARK NOT FOUND   NGS
 QJ0034  HISTORY     - 19990514 MARK NOT FOUND   USPSQD
 QJ0034  HISTORY     - 19990805 MARK NOT FOUND   USPSQD
 QJ0034
 QJ0034                          STATION DESCRIPTION
 QJ0034
 QJ0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 QJ0034'5.5 MI W FROM ALPENA.
 QJ0034'5.5 MILES WEST ALONG THE ABANDONED BOYNE CITY RAILROAD FROM THE
 QJ0034'STATION AT ALPENA, ALPENA COUNTY, 1.3 MILES WEST OF THE CROSSING
 QJ0034'OF U.S. HIGHWAY 23, AT A ROAD CROSSING, 28 FEET WEST OF THE
 QJ0034'CENTERLINE OF THE ROAD, AND 15 FEET NORTH OF THE CENTERLINE OF
 QJ0034'THE OLD ROADBED.  A STANDARD DISK, STAMPED M 80 1934 AND SET IN THE
 QJ0034'TOP OF A CONCRETE POST.
 QJ0034
 QJ0034                          STATION RECOVERY (1966)
 QJ0034
 QJ0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 QJ0034'MARK NOT FOUND.
 QJ0034
 QJ0034                          STATION RECOVERY (1999)
 QJ0034
 QJ0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0034'MARK NOT FOUND.
 QJ0034
 QJ0034                          STATION RECOVERY (1999)
 QJ0034
 QJ0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 QJ0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0070 ***********************************************************************
 PL0070  DESIGNATION -  M 81
 PL0070  PID         -  PL0070
 PL0070  STATE/COUNTY-  MI/OGEMAW
 PL0070  USGS QUAD   -  WEST BRANCH (1965)
 PL0070
 PL0070                         *CURRENT SURVEY CONTROL
 PL0070  ___________________________________________________________________
 PL0070* NAD 83(1986)-  44 21 48.     (N)    084 08 49.     (W)     SCALED    
 PL0070* NAVD 88     -       319.435  (meters)    1048.01   (feet)  ADJUSTED  
 PL0070  ___________________________________________________________________
 PL0070  GEOID HEIGHT-         -34.92  (meters)                     GEOID03
 PL0070  DYNAMIC HT  -         319.385 (meters)    1047.85  (feet)  COMP
 PL0070  MODELED GRAV-     980,452.5   (mgal)                       NAVD 88
 PL0070
 PL0070  VERT ORDER  -  SECOND    CLASS 0
 PL0070
 PL0070.The horizontal coordinates were scaled from a topographic map and have
 PL0070.an estimated accuracy of +/- 6 seconds.
 PL0070
 PL0070.The orthometric height was determined by differential leveling
 PL0070.and adjusted by the National Geodetic Survey in June 1991..
 PL0070
 PL0070.The geoid height was determined by GEOID03.
 PL0070
 PL0070.The dynamic height is computed by dividing the NAVD 88
 PL0070.geopotential number by the normal gravity value computed on the
 PL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0070.degrees latitude (g = 980.6199 gals.).
 PL0070
 PL0070.The modeled gravity was interpolated from observed gravity values.
 PL0070
 PL0070;                    North         East    Units  Estimated Accuracy
 PL0070;SPC MI C     -   116,330.    6,017,520.      MT  (+/- 180 meters Scaled)
 PL0070
 PL0070                          SUPERSEDED SURVEY CONTROL
 PL0070
 PL0070  NGVD 29 (??/??/92)  319.570  (m)         1048.46   (f) ADJ UNCH    2 0
 PL0070
 PL0070.Superseded values are not recommended for survey control.
 PL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0070.See file dsdata.txt to determine how the superseded data were derived.
 PL0070
 PL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ273161(NAD 83)
 PL0070_MARKER: DB = BENCH MARK DISK
 PL0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0070_STAMPING: M 81 1934
 PL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0070+STABILITY: SURFACE MOTION
 PL0070
 PL0070  HISTORY     - Date     Condition        Report By
 PL0070  HISTORY     - 1934     MONUMENTED       CGS
 PL0070  HISTORY     - 1938     GOOD             NGS
 PL0070
 PL0070                          STATION DESCRIPTION
 PL0070
 PL0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 PL0070'5.2 MI SW FROM ROSE CITY.
 PL0070'5.2 MILES SOUTHWEST ALONG STATE HIGHWAY 33 (KLACKING ROAD)
 PL0070'FROM THE POST OFFICE AT ROSE CITY, OGEMAW COUNTY, 200 YARDS
 PL0070'SOUTH OF A RIGHT-ANGLE TURN, OPPOSITE THE D.D. DENSMORE RESIDENCE,
 PL0070'34 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET EAST OF
 PL0070'A WIRE FENCE, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 PL0070'DISK, STAMPED M 81 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0019 ***********************************************************************
 PK0019  DESIGNATION -  M 82
 PK0019  PID         -  PK0019
 PK0019  STATE/COUNTY-  MI/ALCONA
 PK0019  USGS QUAD   -  LINCOLN (1989)
 PK0019
 PK0019                         *CURRENT SURVEY CONTROL
 PK0019  ___________________________________________________________________
 PK0019* NAD 83(1986)-  44 39 21.     (N)    083 25 29.     (W)     SCALED    
 PK0019* NAVD 88     -       214.643  (meters)     704.21   (feet)  ADJUSTED  
 PK0019  ___________________________________________________________________
 PK0019  GEOID HEIGHT-         -35.69  (meters)                     GEOID03
 PK0019  DYNAMIC HT  -         214.619 (meters)     704.13  (feet)  COMP
 PK0019  MODELED GRAV-     980,502.9   (mgal)                       NAVD 88
 PK0019
 PK0019  VERT ORDER  -  SECOND    CLASS 0
 PK0019
 PK0019.The horizontal coordinates were scaled from a topographic map and have
 PK0019.an estimated accuracy of +/- 6 seconds.
 PK0019
 PK0019.The orthometric height was determined by differential leveling
 PK0019.and adjusted by the National Geodetic Survey in June 1991..
 PK0019
 PK0019.The geoid height was determined by GEOID03.
 PK0019
 PK0019.The dynamic height is computed by dividing the NAVD 88
 PK0019.geopotential number by the normal gravity value computed on the
 PK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PK0019.degrees latitude (g = 980.6199 gals.).
 PK0019
 PK0019.The modeled gravity was interpolated from observed gravity values.
 PK0019
 PK0019;                    North         East    Units  Estimated Accuracy
 PK0019;SPC MI C     -   149,240.    6,074,710.      MT  (+/- 180 meters Scaled)
 PK0019
 PK0019                          SUPERSEDED SURVEY CONTROL
 PK0019
 PK0019  NGVD 29 (??/??/92)  214.828  (m)          704.81   (f) ADJ UNCH    2 0
 PK0019
 PK0019.Superseded values are not recommended for survey control.
 PK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0019.See file dsdata.txt to determine how the superseded data were derived.
 PK0019
 PK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLK077475(NAD 83)
 PK0019_MARKER: DB = BENCH MARK DISK
 PK0019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 PK0019_SP_SET: CULVERT
 PK0019_STAMPING: M 82 1934
 PK0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 PK0019
 PK0019  HISTORY     - Date     Condition        Report By
 PK0019  HISTORY     - 1934     MONUMENTED       CGS
 PK0019  HISTORY     - 19960511 MARK NOT FOUND   USPSQD
 PK0019
 PK0019                          STATION DESCRIPTION
 PK0019
 PK0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PK0019'6.5 MI W FROM HARRISVILLE.
 PK0019'6.5 MILES WEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE AT
 PK0019'HARRISVILLE, ALCONA COUNTY, AT THE CROSSING OF STATE HIGHWAY
 PK0019'171, AT A CONCRETE CULVERT ON STATE HIGHWAY 72, IN THE TOP OF
 PK0019'THE NORTHWEST WINGWALL, 120 YARDS WEST OF THE CENTERLINE OF
 PK0019'STATE HIGHWAY 171, 22 FEET NORTH OF THE CENTERLINE OF THE
 PK0019'HIGHWAY, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 PK0019'STAMPED M 82 1934.
 PK0019
 PK0019                          STATION RECOVERY (1996)
 PK0019
 PK0019'RECOVERY NOTE BY US POWER SQUADRON 1996
 PK0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0009 ***********************************************************************
 PL0009  DESIGNATION -  M 83
 PL0009  PID         -  PL0009
 PL0009  STATE/COUNTY-  MI/OSCODA
 PL0009  USGS QUAD   -  LUZERNE (1963)
 PL0009
 PL0009                         *CURRENT SURVEY CONTROL
 PL0009  ___________________________________________________________________
 PL0009* NAD 83(1986)-  44 34 46.     (N)    084 21 04.     (W)     SCALED    
 PL0009* NAVD 88     -       369.377  (meters)    1211.86   (feet)  ADJUSTED  
 PL0009  ___________________________________________________________________
 PL0009  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 PL0009  DYNAMIC HT  -         369.325 (meters)    1211.69  (feet)  COMP
 PL0009  MODELED GRAV-     980,466.8   (mgal)                       NAVD 88
 PL0009
 PL0009  VERT ORDER  -  SECOND    CLASS 0
 PL0009
 PL0009.The horizontal coordinates were scaled from a topographic map and have
 PL0009.an estimated accuracy of +/- 6 seconds.
 PL0009
 PL0009.The orthometric height was determined by differential leveling
 PL0009.and adjusted by the National Geodetic Survey in June 1991..
 PL0009
 PL0009.The geoid height was determined by GEOID03.
 PL0009
 PL0009.The dynamic height is computed by dividing the NAVD 88
 PL0009.geopotential number by the normal gravity value computed on the
 PL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0009.degrees latitude (g = 980.6199 gals.).
 PL0009
 PL0009.The modeled gravity was interpolated from observed gravity values.
 PL0009
 PL0009;                    North         East    Units  Estimated Accuracy
 PL0009;SPC MI C     -   140,320.    6,001,240.      MT  (+/- 180 meters Scaled)
 PL0009
 PL0009                          SUPERSEDED SURVEY CONTROL
 PL0009
 PL0009  NGVD 29 (??/??/92)  369.494  (m)         1212.25   (f) ADJ UNCH    2 0
 PL0009
 PL0009.Superseded values are not recommended for survey control.
 PL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0009.See file dsdata.txt to determine how the superseded data were derived.
 PL0009
 PL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGQ102396(NAD 83)
 PL0009_MARKER: DB = BENCH MARK DISK
 PL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0009_STAMPING: M 83 1934
 PL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0009+STABILITY: SURFACE MOTION
 PL0009
 PL0009  HISTORY     - Date     Condition        Report By
 PL0009  HISTORY     - 1934     MONUMENTED       CGS
 PL0009  HISTORY     - 20011203 GOOD             NGS
 PL0009
 PL0009                          STATION DESCRIPTION
 PL0009
 PL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0009'5.8 MI SW FROM LUZERNE.
 PL0009'5.8 MILES SOUTHWEST ALONG STATE HIGHWAY 72 FROM THE POST OFFICE
 PL0009'AT LUZERNE, OSCODA COUNTY, 11 YARDS NORTHWEST OF THE MAIL BOX OF
 PL0009'HENRY VANCE, 34 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 28
 PL0009'FEET EAST OF THE CENTERLINE OF A ROAD TO THE LUZERNE FOREST FIRE
 PL0009'TOWER, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 83
 PL0009'1934 AND SET IN THE TOP OF A CONCRETE POST.
 PL0009
 PL0009                          STATION RECOVERY (2001)
 PL0009
 PL0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0225 ***********************************************************************
 OK0225  DESIGNATION -  M 84
 OK0225  PID         -  OK0225
 OK0225  STATE/COUNTY-  MI/ISABELLA
 OK0225  USGS QUAD   -  ROSEBUSH (1973)
 OK0225
 OK0225                         *CURRENT SURVEY CONTROL
 OK0225  ___________________________________________________________________
 OK0225* NAD 83(1986)-  43 42 44.     (N)    084 46 23.     (W)     SCALED    
 OK0225* NAVD 88     -       236.748  (meters)     776.73   (feet)  ADJUSTED  
 OK0225  ___________________________________________________________________
 OK0225  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 OK0225  DYNAMIC HT  -         236.704 (meters)     776.59  (feet)  COMP
 OK0225  MODELED GRAV-     980,426.3   (mgal)                       NAVD 88
 OK0225
 OK0225  VERT ORDER  -  SECOND    CLASS 0
 OK0225
 OK0225.The horizontal coordinates were scaled from a topographic map and have
 OK0225.an estimated accuracy of +/- 6 seconds.
 OK0225
 OK0225.The orthometric height was determined by differential leveling
 OK0225.and adjusted by the National Geodetic Survey in June 1991..
 OK0225
 OK0225.The geoid height was determined by GEOID03.
 OK0225
 OK0225.The dynamic height is computed by dividing the NAVD 88
 OK0225.geopotential number by the normal gravity value computed on the
 OK0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0225.degrees latitude (g = 980.6199 gals.).
 OK0225
 OK0225.The modeled gravity was interpolated from observed gravity values.
 OK0225
 OK0225;                    North         East    Units  Estimated Accuracy
 OK0225;SPC MI S     -   245,820.    3,967,250.      MT  (+/- 180 meters Scaled)
 OK0225
 OK0225                          SUPERSEDED SURVEY CONTROL
 OK0225
 OK0225  NGVD 29 (??/??/92)  236.899  (m)          777.23   (f) ADJ UNCH    2 0
 OK0225
 OK0225.Superseded values are not recommended for survey control.
 OK0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0225.See file dsdata.txt to determine how the superseded data were derived.
 OK0225
 OK0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP794423(NAD 83)
 OK0225_MARKER: DB = BENCH MARK DISK
 OK0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0225_STAMPING: M 84 1934
 OK0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0225+STABILITY: SURFACE MOTION
 OK0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0225+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2001
 OK0225
 OK0225  HISTORY     - Date     Condition        Report By
 OK0225  HISTORY     - 1934     MONUMENTED       CGS
 OK0225  HISTORY     - 1976     GOOD             NGS
 OK0225  HISTORY     - 19920911 GOOD             USPSQD
 OK0225  HISTORY     - 20010605 GOOD             USPSQD
 OK0225
 OK0225                          STATION DESCRIPTION
 OK0225
 OK0225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0225'0.9 MI N FROM ROSEBUSH.
 OK0225'0.9 MILE NORTH ALONG THE ANN ARBOR RAILROAD FROM THE STATION
 OK0225'AT ROSEBUSH, ISABELLA COUNTY, 0.4 MILE NORTH OF MILEPOST 171,
 OK0225'34 FEET NORTH OF BRIDGE 171.37, AT A ROAD CROSSING, 25 FEET
 OK0225'SOUTH OF THE CENTERLINE OF THE ROAD, 24.3 FEET EAST OF THE EAST
 OK0225'RAIL, AND 5 FEET LOWER THAN THE TOP OF RAIL.  A STANDARD DISK,
 OK0225'STAMPED M 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 OK0225
 OK0225                          STATION RECOVERY (1976)
 OK0225
 OK0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 OK0225'MARK WAS RECOVERED AT THE CROSSING OF DENVER ROAD AND THE ANN ARBOR
 OK0225'RAILROAD 0.4 MILE NORTH OF MILEPOST 171,34 FEET NORTH OF BRIDGE
 OK0225'171.37, 25 FEET SOUTH OF THE CENTER OF THE ROAD, 23 FEET EAST OF THE
 OK0225'EAST RAIL AND 5 FT LOWER THAN THE TOP OF THE RAIL. A WITNESS PSOT WAS
 OK0225'SET 1 FOOT SOUTH OF MARK AND A ROD DRIVEN AT THE MARK.
 OK0225
 OK0225                          STATION RECOVERY (1992)
 OK0225
 OK0225'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0225'RECOVERED IN GOOD CONDITION.
 OK0225
 OK0225                          STATION RECOVERY (2001)
 OK0225
 OK0225'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0191 ***********************************************************************
 OK0191  DESIGNATION -  M 85
 OK0191  PID         -  OK0191
 OK0191  STATE/COUNTY-  MI/GRATIOT
 OK0191  USGS QUAD   -  ST LOUIS (1973)
 OK0191
 OK0191                         *CURRENT SURVEY CONTROL
 OK0191  ___________________________________________________________________
 OK0191* NAD 83(1986)-  43 24 19.     (N)    084 34 05.     (W)     SCALED    
 OK0191* NAVD 88     -       221.992  (meters)     728.32   (feet)  ADJUSTED  
 OK0191  ___________________________________________________________________
 OK0191  GEOID HEIGHT-         -33.08  (meters)                     GEOID03
 OK0191  DYNAMIC HT  -         221.950 (meters)     728.18  (feet)  COMP
 OK0191  MODELED GRAV-     980,423.6   (mgal)                       NAVD 88
 OK0191
 OK0191  VERT ORDER  -  SECOND    CLASS 0
 OK0191
 OK0191.The horizontal coordinates were scaled from a topographic map and have
 OK0191.an estimated accuracy of +/- 6 seconds.
 OK0191
 OK0191.The orthometric height was determined by differential leveling
 OK0191.and adjusted by the National Geodetic Survey in June 1991..
 OK0191
 OK0191.The geoid height was determined by GEOID03.
 OK0191
 OK0191.The dynamic height is computed by dividing the NAVD 88
 OK0191.geopotential number by the normal gravity value computed on the
 OK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0191.degrees latitude (g = 980.6199 gals.).
 OK0191
 OK0191.The modeled gravity was interpolated from observed gravity values.
 OK0191
 OK0191;                    North         East    Units  Estimated Accuracy
 OK0191;SPC MI S     -   211,660.    3,983,690.      MT  (+/- 180 meters Scaled)
 OK0191
 OK0191                          SUPERSEDED SURVEY CONTROL
 OK0191
 OK0191  NGVD 29 (??/??/92)  222.152  (m)          728.84   (f) ADJ UNCH    2 0
 OK0191
 OK0191.Superseded values are not recommended for survey control.
 OK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0191.See file dsdata.txt to determine how the superseded data were derived.
 OK0191
 OK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP969086(NAD 83)
 OK0191_MARKER: DB = BENCH MARK DISK
 OK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0191_STAMPING: M 85 1934
 OK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0191+STABILITY: SURFACE MOTION
 OK0191
 OK0191  HISTORY     - Date     Condition        Report By
 OK0191  HISTORY     - 1934     MONUMENTED       CGS
 OK0191  HISTORY     - 1956     GOOD             NGS
 OK0191  HISTORY     - 19920524 MARK NOT FOUND   USPSQD
 OK0191  HISTORY     - 20010620 MARK NOT FOUND   USPSQD
 OK0191
 OK0191                          STATION DESCRIPTION
 OK0191
 OK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OK0191'1.9 MI E FROM ST LOUIS.
 OK0191'1.9 MILES EAST ALONG THE C AND O RY. FROM THE STATION AT ST.
 OK0191'LOUIS, 0.4 MILE WEST OF MILEPOST S 34, 10 YARDS WEST OF THE
 OK0191'CENTERLINE OF A GRAVEL ROAD, 13 YARDS NORTH OF THE NORTH RAIL,
 OK0191'3 YARDS NORTH OF A FENCE, AND 2-1/2 FEET LOWER THAN THE RAIL.
 OK0191'A STANDARD DISK, STAMPED M 85 1934 AND SET IN THE TOP OF A
 OK0191'CONCRETE POST.
 OK0191
 OK0191                          STATION RECOVERY (1992)
 OK0191
 OK0191'RECOVERY NOTE BY US POWER SQUADRON 1992 (DNM)
 OK0191'MARK NOT FOUND.
 OK0191
 OK0191                          STATION RECOVERY (2001)
 OK0191
 OK0191'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0301 ***********************************************************************
 PL0301  DESIGNATION -  M 88
 PL0301  PID         -  PL0301
 PL0301  STATE/COUNTY-  MI/LEELANAU
 PL0301  USGS QUAD   -  
 PL0301
 PL0301                         *CURRENT SURVEY CONTROL
 PL0301  ___________________________________________________________________
 PL0301* NAD 83(1986)-  44 54 39.     (N)    085 57 34.     (W)     SCALED    
 PL0301* NAVD 88     -       188.711  (meters)     619.13   (feet)  ADJUSTED  
 PL0301  ___________________________________________________________________
 PL0301  GEOID HEIGHT-         -35.73  (meters)                     GEOID03
 PL0301  DYNAMIC HT  -         188.695 (meters)     619.08  (feet)  COMP
 PL0301  MODELED GRAV-     980,528.8   (mgal)                       NAVD 88
 PL0301
 PL0301  VERT ORDER  -  SECOND    CLASS 0
 PL0301
 PL0301.The horizontal coordinates were scaled from a topographic map and have
 PL0301.an estimated accuracy of +/- 6 seconds.
 PL0301
 PL0301.The orthometric height was determined by differential leveling
 PL0301.and adjusted by the National Geodetic Survey in June 1991..
 PL0301
 PL0301.The geoid height was determined by GEOID03.
 PL0301
 PL0301.The dynamic height is computed by dividing the NAVD 88
 PL0301.geopotential number by the normal gravity value computed on the
 PL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0301.degrees latitude (g = 980.6199 gals.).
 PL0301
 PL0301.The modeled gravity was interpolated from observed gravity values.
 PL0301
 PL0301;                    North         East    Units  Estimated Accuracy
 PL0301;SPC MI C     -   178,380.    5,874,240.      MT  (+/- 180 meters Scaled)
 PL0301
 PL0301                          SUPERSEDED SURVEY CONTROL
 PL0301
 PL0301  NGVD 29 (??/??/92)  188.811  (m)          619.46   (f) ADJ UNCH    2 0
 PL0301
 PL0301.Superseded values are not recommended for survey control.
 PL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0301.See file dsdata.txt to determine how the superseded data were derived.
 PL0301
 PL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ821735(NAD 83)
 PL0301_MARKER: DB = BENCH MARK DISK
 PL0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0301_STAMPING: M 88 1934
 PL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0301+STABILITY: SURFACE MOTION
 PL0301
 PL0301  HISTORY     - Date     Condition        Report By
 PL0301  HISTORY     - 1934     MONUMENTED       CGS
 PL0301  HISTORY     - 1979     GOOD             USGS
 PL0301
 PL0301                          STATION DESCRIPTION
 PL0301
 PL0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0301'1.9 MI NE FROM GLEN ARBOR.
 PL0301'1.9 MILES NORTHEAST ALONG STATE HIGHWAY 22 FROM GLEN ARBOR, 115
 PL0301'YARDS SOUTHWEST OF THE ROAD LEADING TO THE HOME OF JOHN WESTMAN
 PL0301'IN 1934, 100 YARDS SOUTH OF AN ABANDONED GRAVEL PIT, 75 YARDS
 PL0301'EAST OF A CONCRETE CULVERT, 60 YARDS EAST OF THE ROAD LEADING
 PL0301'TO THE HOME OF C. RANSOM IN 1934, 8 YARDS SOUTH OF THE
 PL0301'CENTERLINE OF THE HIGHWAY, AND ABOUT 6 INCHES LOWER THAN THE
 PL0301'HIGHWAY.  A STANDARD DISK, STAMPED M 88 1934 AND SET IN THE TOP
 PL0301'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 PL0301
 PL0301                          STATION RECOVERY (1979)
 PL0301
 PL0301'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0301'GLEN ARBOR, 1 MI NORTH AND 1.5 MI EAST OF. T-29N, R-14W, NEAR THE COR
 PL0301'OF SECS 13, 14, 23, 24. NEAR THE ENTRANCE TO A RESORT COMMUNITY KNOWN
 PL0301'AS THE HOMESTEAD. 7 FT NE ALONG STATE HWY 22 FROM ENTRANCE TO RESORT
 PL0301'AND 26 FT SE OF HWY, 1 FT SW OF A METAL WITNESS POST AND 1 FT NE OF A
 PL0301'POWER POLE, NEAR GROUND LEVEL, IN A CONCRETE POST A STANDARD TABLET
 PL0301'STAMPED M 88 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0123 ***********************************************************************
 PL0123  DESIGNATION -  M 90
 PL0123  PID         -  PL0123
 PL0123  STATE/COUNTY-  MI/ROSCOMMON
 PL0123  USGS QUAD   -  PRUDENVILLE (1963)
 PL0123
 PL0123                         *CURRENT SURVEY CONTROL
 PL0123  ___________________________________________________________________
 PL0123* NAD 83(1986)-  44 17 55.     (N)    084 39 06.     (W)     SCALED    
 PL0123* NAVD 88     -       349.521  (meters)    1146.72   (feet)  ADJUSTED  
 PL0123  ___________________________________________________________________
 PL0123  GEOID HEIGHT-         -34.25  (meters)                     GEOID03
 PL0123  DYNAMIC HT  -         349.463 (meters)    1146.53  (feet)  COMP
 PL0123  MODELED GRAV-     980,440.9   (mgal)                       NAVD 88
 PL0123
 PL0123  VERT ORDER  -  SECOND    CLASS 0
 PL0123
 PL0123.The horizontal coordinates were scaled from a topographic map and have
 PL0123.an estimated accuracy of +/- 6 seconds.
 PL0123
 PL0123.The orthometric height was determined by differential leveling
 PL0123.and adjusted by the National Geodetic Survey in June 1991..
 PL0123
 PL0123.The geoid height was determined by GEOID03.
 PL0123
 PL0123.The dynamic height is computed by dividing the NAVD 88
 PL0123.geopotential number by the normal gravity value computed on the
 PL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0123.degrees latitude (g = 980.6199 gals.).
 PL0123
 PL0123.The modeled gravity was interpolated from observed gravity values.
 PL0123
 PL0123;                    North         East    Units  Estimated Accuracy
 PL0123;SPC MI C     -   109,160.    5,977,260.      MT  (+/- 180 meters Scaled)
 PL0123
 PL0123                          SUPERSEDED SURVEY CONTROL
 PL0123
 PL0123  NGVD 29 (??/??/92)  349.646  (m)         1147.13   (f) ADJ UNCH    2 0
 PL0123
 PL0123.Superseded values are not recommended for survey control.
 PL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0123.See file dsdata.txt to determine how the superseded data were derived.
 PL0123
 PL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ873077(NAD 83)
 PL0123_MARKER: DB = BENCH MARK DISK
 PL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0123_STAMPING: M 90 1934
 PL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0123+STABILITY: SURFACE MOTION
 PL0123
 PL0123  HISTORY     - Date     Condition        Report By
 PL0123  HISTORY     - 1934     MONUMENTED       CGS
 PL0123
 PL0123                          STATION DESCRIPTION
 PL0123
 PL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0123'AT PRUDENVILLE.
 PL0123'AT PRUDENVILLE, ROSCOMMON COUNTY, ON U.S. HIGHWAY 27, 90 YARDS
 PL0123'EAST OF THE POST OFFICE, 60 YARDS EAST OF THE CENTER OF THE JUNCTION
 PL0123'OF STATE HIGHWAY 18, 30 YARDS EAST AND IN DIRECT LINE WITH THE
 PL0123'NORTH SIDE OF A SERVICE STATION, AND 1 FOOT HIGHER THAN THE
 PL0123'ROADWAY.  A STANDARD DISK, STAMPED M 90 1934 AND SET IN THE TOP
 PL0123'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0118 ***********************************************************************
 PL0118  DESIGNATION -  M 91
 PL0118  PID         -  PL0118
 PL0118  STATE/COUNTY-  MI/CLARE
 PL0118  USGS QUAD   -  
 PL0118
 PL0118                         *CURRENT SURVEY CONTROL
 PL0118  ___________________________________________________________________
 PL0118* NAD 83(1986)-  44 00 54.     (N)    084 47 53.     (W)     SCALED    
 PL0118* NAVD 88     -       351.360  (meters)    1152.75   (feet)  ADJUSTED  
 PL0118  ___________________________________________________________________
 PL0118  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 PL0118  DYNAMIC HT  -         351.295 (meters)    1152.54  (feet)  COMP
 PL0118  MODELED GRAV-     980,425.7   (mgal)                       NAVD 88
 PL0118
 PL0118  VERT ORDER  -  SECOND    CLASS 0
 PL0118
 PL0118.The horizontal coordinates were scaled from a topographic map and have
 PL0118.an estimated accuracy of +/- 6 seconds.
 PL0118
 PL0118.The orthometric height was determined by differential leveling
 PL0118.and adjusted by the National Geodetic Survey in June 1991..
 PL0118
 PL0118.The geoid height was determined by GEOID03.
 PL0118
 PL0118.The dynamic height is computed by dividing the NAVD 88
 PL0118.geopotential number by the normal gravity value computed on the
 PL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PL0118.degrees latitude (g = 980.6199 gals.).
 PL0118
 PL0118.The modeled gravity was interpolated from observed gravity values.
 PL0118
 PL0118;                    North         East    Units  Estimated Accuracy
 PL0118;SPC MI C     -    77,690.    5,965,410.      MT  (+/- 180 meters Scaled)
 PL0118
 PL0118                          SUPERSEDED SURVEY CONTROL
 PL0118
 PL0118  NGVD 29 (??/??/92)  351.481  (m)         1153.15   (f) ADJ UNCH    2 0
 PL0118
 PL0118.Superseded values are not recommended for survey control.
 PL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0118.See file dsdata.txt to determine how the superseded data were derived.
 PL0118
 PL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP764758(NAD 83)
 PL0118_MARKER: DB = BENCH MARK DISK
 PL0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 PL0118_STAMPING: M 91 1934
 PL0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0118+STABILITY: SURFACE MOTION
 PL0118
 PL0118  HISTORY     - Date     Condition        Report By
 PL0118  HISTORY     - 1934     MONUMENTED       CGS
 PL0118  HISTORY     - 1979     MARK NOT FOUND   USGS
 PL0118  HISTORY     - 20010927 MARK NOT FOUND   USPSQD
 PL0118
 PL0118                          STATION DESCRIPTION
 PL0118
 PL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PL0118'AT HARRISON.
 PL0118'AT THE SOUTH EDGE OF HARRISON, CLARE COUNTY, ON THE CHESAPEAKE
 PL0118'AND OHIO RAILWAY, 0.5 MILE SOUTH OF THE STATION, AT THE
 PL0118'CROSSING OF U.S. HIGHWAY 27, 50 FEET NORTH OF THE CENTERLINE
 PL0118'OF U.S. HIGHWAY 27, 23.3 FEET WEST OF THE WEST RAIL, AND LEVEL
 PL0118'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED M 91 1934
 PL0118'AND SET IN THE TOP OF A CONCRETE POST.
 PL0118
 PL0118                          STATION RECOVERY (1979)
 PL0118
 PL0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PL0118'MARK NOT FOUND.
 PL0118
 PL0118                          STATION RECOVERY (2001)
 PL0118
 PL0118'RECOVERY NOTE BY US POWER SQUADRON 2001 (DNM)
 PL0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0257 ***********************************************************************
 OK0257  DESIGNATION -  M 92
 OK0257  PID         -  OK0257
 OK0257  STATE/COUNTY-  MI/OSCEOLA
 OK0257  USGS QUAD   -  
 OK0257
 OK0257                         *CURRENT SURVEY CONTROL
 OK0257  ___________________________________________________________________
 OK0257* NAD 83(1986)-  43 53 02.     (N)    085 20 09.     (W)     SCALED    
 OK0257* NAVD 88     -       305.633  (meters)    1002.73   (feet)  ADJUSTED  
 OK0257  ___________________________________________________________________
 OK0257  GEOID HEIGHT-         -32.72  (meters)                     GEOID03
 OK0257  DYNAMIC HT  -         305.586 (meters)    1002.58  (feet)  COMP
 OK0257  MODELED GRAV-     980,453.7   (mgal)                       NAVD 88
 OK0257
 OK0257  VERT ORDER  -  SECOND    CLASS 0
 OK0257
 OK0257.The horizontal coordinates were scaled from a topographic map and have
 OK0257.an estimated accuracy of +/- 6 seconds.
 OK0257
 OK0257.The orthometric height was determined by differential leveling
 OK0257.and adjusted by the National Geodetic Survey in June 1991..
 OK0257
 OK0257.The geoid height was determined by GEOID03.
 OK0257
 OK0257.The dynamic height is computed by dividing the NAVD 88
 OK0257.geopotential number by the normal gravity value computed on the
 OK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0257.degrees latitude (g = 980.6199 gals.).
 OK0257
 OK0257.The modeled gravity was interpolated from observed gravity values.
 OK0257
 OK0257;                    North         East    Units  Estimated Accuracy
 OK0257;SPC MI C     -    63,500.    5,922,110.      MT  (+/- 180 meters Scaled)
 OK0257
 OK0257                          SUPERSEDED SURVEY CONTROL
 OK0257
 OK0257  NGVD 29 (??/??/92)  305.744  (m)         1003.10   (f) ADJ UNCH    2 0
 OK0257
 OK0257.Superseded values are not recommended for survey control.
 OK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0257.See file dsdata.txt to determine how the superseded data were derived.
 OK0257
 OK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP336603(NAD 83)
 OK0257_MARKER: DB = BENCH MARK DISK
 OK0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0257_STAMPING: M 92 1934
 OK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0257+STABILITY: SURFACE MOTION
 OK0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0257+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2001
 OK0257
 OK0257  HISTORY     - Date     Condition        Report By
 OK0257  HISTORY     - 1934     MONUMENTED       CGS
 OK0257  HISTORY     - 19940903 GOOD             USPSQD
 OK0257  HISTORY     - 20010927 GOOD             USPSQD
 OK0257
 OK0257                          STATION DESCRIPTION
 OK0257
 OK0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OK0257'4 MI W FROM EVART.
 OK0257'4.0 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0257'STATION AT EVART, AT A DIRT-ROAD CROSSING, 43.6 FEET NORTH OF
 OK0257'THE NORTH RAIL, 12.8 FEET WEST OF THE CENTERLINE OF THE ROAD,
 OK0257'AT THE EDGE OF A FENCE, AND ABOUT 1 FOOT BELOW THE TOP OF THE
 OK0257'RAIL.  A STANDARD DISK, STAMPED M 92 19934 AND SET IN THE TOP
 OK0257'OF A CONCRETE POST.
 OK0257
 OK0257                          STATION RECOVERY (1994)
 OK0257
 OK0257'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0257'RECOVERED IN GOOD CONDITION.
 OK0257
 OK0257                          STATION RECOVERY (2001)
 OK0257
 OK0257'RECOVERY NOTE BY US POWER SQUADRON 2001 (SAM)
 OK0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0042 ***********************************************************************
 PM0042  DESIGNATION -  M 94
 PM0042  PID         -  PM0042
 PM0042  STATE/COUNTY-  MI/MANISTEE
 PM0042  USGS QUAD   -  MILLERTON (1987)
 PM0042
 PM0042                         *CURRENT SURVEY CONTROL
 PM0042  ___________________________________________________________________
 PM0042* NAD 83(1994)-  44 16 37.88379(N)    086 01 01.33235(W)     ADJUSTED  
 PM0042* NAVD 88     -       218.598  (meters)     717.18   (feet)  ADJUSTED  
 PM0042  ___________________________________________________________________
 PM0042  X           -     317,720.395 (meters)                     COMP
 PM0042  Y           -  -4,563,111.390 (meters)                     COMP
 PM0042  Z           -   4,430,323.847 (meters)                     COMP
 PM0042  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 PM0042  ELLIP HEIGHT-         183.99  (meters)          (07/17/02) GPS OBS
 PM0042  GEOID HEIGHT-         -34.60  (meters)                     GEOID03
 PM0042  DYNAMIC HT  -         218.570 (meters)     717.09  (feet)  COMP
 PM0042  MODELED GRAV-     980,486.7   (mgal)                       NAVD 88
 PM0042
 PM0042  HORZ ORDER  -  FIRST
 PM0042  VERT ORDER  -  SECOND    CLASS 0
 PM0042  ELLP ORDER  -  FOURTH    CLASS I
 PM0042
 PM0042.The horizontal coordinates were established by GPS observations
 PM0042.and adjusted by the National Geodetic Survey in February 1997..
 PM0042
 PM0042.The orthometric height was determined by differential leveling
 PM0042.and adjusted by the National Geodetic Survey in June 1991..
 PM0042
 PM0042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0042
 PM0042.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0042
 PM0042.The ellipsoidal height was determined by GPS observations
 PM0042.and is referenced to NAD 83.
 PM0042
 PM0042.The geoid height was determined by GEOID03.
 PM0042
 PM0042.The dynamic height is computed by dividing the NAVD 88
 PM0042.geopotential number by the normal gravity value computed on the
 PM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 PM0042.degrees latitude (g = 980.6199 gals.).
 PM0042
 PM0042.The modeled gravity was interpolated from observed gravity values.
 PM0042
 PM0042;                    North         East     Units Scale Factor Converg.
 PM0042;SPC MI C     -   108,075.494 5,868,259.673   MT  0.99997981   -1 09 57.0
 PM0042;SPC MI C     -   354,578.39 19,252,820.45   iFT  0.99997981   -1 09 57.0
 PM0042;UTM  16      - 4,903,130.234   578,440.477   MT  0.99967567   +0 41 10.6
 PM0042
 PM0042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0042!SPC MI C     -   0.99997115  x   0.99997981  =   0.99995096
 PM0042!UTM  16      -   0.99997115  x   0.99967567  =   0.99964683
 PM0042
 PM0042                          SUPERSEDED SURVEY CONTROL
 PM0042
 PM0042  ELLIP H (02/03/97)  184.03   (m)                       GP(       ) 4 1
 PM0042  NAD 83(1986)-  44 16 37.88570(N)    086 01 01.33517(W) AD(       ) 1
 PM0042  NAVD 88 (01/22/93)  218.60   (m)          717.2    (f) LEVELING    3  
 PM0042  NGVD 29 (??/??/92)  218.698  (m)          717.51   (f) ADJ UNCH    2 0
 PM0042
 PM0042.Superseded values are not recommended for survey control.
 PM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0042.See file dsdata.txt to determine how the superseded data were derived.
 PM0042
 PM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ7844003130(NAD 83)
 PM0042_MARKER: DB = BENCH MARK DISK
 PM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PM0042_SP_SET: CONCRETE POST
 PM0042_STAMPING: M 94 1934
 PM0042_MARK LOGO: CGS   
 PM0042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PM0042+STABILITY: SURFACE MOTION
 PM0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PM0042+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 PM0042
 PM0042  HISTORY     - Date     Condition        Report By
 PM0042  HISTORY     - 1934     MONUMENTED       CGS
 PM0042  HISTORY     - 1979     GOOD             USGS
 PM0042  HISTORY     - 19910530 GOOD             USFS
 PM0042  HISTORY     - 20010331 GOOD             NGS
 PM0042  HISTORY     - 20020520 GOOD             INDIV
 PM0042  HISTORY     - 20031004 GOOD             JCLS
 PM0042
 PM0042                          STATION DESCRIPTION
 PM0042
 PM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 PM0042'1.5 MI S FROM BRETHREN.
 PM0042'1.5 MILES SOUTH ALONG THE C AND O RAILWAY FROM THE STATION AT
 PM0042'BRETHREN, MANISTEE COUNTY, AT A ROAD CROSSING, 47.6 FEET NORTH OF
 PM0042'THE CENTERLINE OF THE ROAD, 43.4 FEET EAST OF THE EAST RAIL, 45
 PM0042'FEET NORTHWEST OF A 26-INCH WILD CHERRY TREE, 3 FEET WEST OF A
 PM0042'FENCE, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD
 PM0042'DISK, STAMPED M 94 1934 AND SET IN THE TOP OF A CONCRETE POST
 PM0042'PROJECTING 5 INCHES ABOVE GROUND.
 PM0042
 PM0042                          STATION RECOVERY (1979)
 PM0042
 PM0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 PM0042'BRETHREN, 1.5 MI. SOUTH ALONG HWY. 669 AND 0.1 MI. EAST OF, T. 22 N.,
 PM0042'R. 14 W., IN THE NW COR OF SEC. 28, 30 METERS SOUTH, 60 METERS EAST
 PM0042'AND 0.38 METER LOWER THAN THE CROSSROADS. A CONCRETE POST STAMPED
 PM0042'M-94-1930- USC AND GS.
 PM0042
 PM0042                          STATION RECOVERY (1991)
 PM0042
 PM0042'RECOVERY NOTE BY US FOREST SERVICE 1991
 PM0042'FROM THE INTERSECTION OF NORTH HIGH BRIDGE ROAD AND COATES HWY. IN
 PM0042'BRETHREN PROCEED SOUTH ALONG NORTH HIGH BRIDGE ROAD, 1.9 MI (3.1 KM)
 PM0042'TO RIVER ROAD AND STATION IN SOUTHEAST QUADRANT OF INTERSECTION, 201
 PM0042'FT (61.3 M) EAST OF THE CENTERLINE OF NORTH HIGH BRIDGE ROAD, 91 FT
 PM0042'(27.7 M) SOUTH OF THE CENTERLINE OF RIVER ROAD, 1 FT (0.3 M) WEST OF A
 PM0042'METAL SURVEY MARKER POST, MAP POSITION IS NEAR THE NORTHWEST 1/16
 PM0042'CORNER OF SECTION 28 T22N R14W. SINCE THE ORIGINAL 1934 DESCRIPTION
 PM0042'THE R.R. TRACKS HAVE BEEN REMOVED, THE ROAD 47.6 FT (14.5 M) SOUTH OF
 PM0042'THE STATION IS NO LONGER EVIDENT, AND ALL THAT REMAINS OF THE FENCE 3
 PM0042'FT (0.9 M) EAST OF STATION IS A BERM. STATION CONSISTS OF A STANDARD
 PM0042'3 1/2 INCH DISK SET INTO THE TOP OF A 6 INCH SQUARE CONCRETE POST,
 PM0042'PROJECTING 4 INCHES ABOVE GROUND. THERE IS NO REFERENCE TO ANY
 PM0042'UNDERGROUND MARK IN THE ORIGINAL DESCRIPTION.
 PM0042
 PM0042                          STATION RECOVERY (2001)
 PM0042
 PM0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0042'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0042' 
 PM0042
 PM0042                          STATION RECOVERY (2002)
 PM0042
 PM0042'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PGB)
 PM0042'RECOVERED IN GOOD CONDITION.
 PM0042
 PM0042                          STATION RECOVERY (2003)
 PM0042
 PM0042'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 PM0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0453 ***********************************************************************
 OK0453  DESIGNATION -  M 95
 OK0453  PID         -  OK0453
 OK0453  STATE/COUNTY-  MI/NEWAYGO
 OK0453  USGS QUAD   -  WHITE CLOUD (1985)
 OK0453
 OK0453                         *CURRENT SURVEY CONTROL
 OK0453  ___________________________________________________________________
 OK0453* NAD 83(1986)-  43 34 45.     (N)    085 46 17.     (W)     SCALED    
 OK0453* NAVD 88     -       272.485  (meters)     893.98   (feet)  ADJUSTED  
 OK0453  ___________________________________________________________________
 OK0453  GEOID HEIGHT-         -33.53  (meters)                     GEOID03
 OK0453  DYNAMIC HT  -         272.430 (meters)     893.80  (feet)  COMP
 OK0453  MODELED GRAV-     980,411.5   (mgal)                       NAVD 88
 OK0453
 OK0453  VERT ORDER  -  SECOND    CLASS 0
 OK0453
 OK0453.The horizontal coordinates were scaled from a topographic map and have
 OK0453.an estimated accuracy of +/- 6 seconds.
 OK0453
 OK0453.The orthometric height was determined by differential leveling
 OK0453.and adjusted by the National Geodetic Survey in June 1991..
 OK0453
 OK0453.The geoid height was determined by GEOID03.
 OK0453
 OK0453.The dynamic height is computed by dividing the NAVD 88
 OK0453.geopotential number by the normal gravity value computed on the
 OK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OK0453.degrees latitude (g = 980.6199 gals.).
 OK0453
 OK0453.The modeled gravity was interpolated from observed gravity values.
 OK0453
 OK0453;                    North         East    Units  Estimated Accuracy
 OK0453;SPC MI S     -   231,900.    3,886,550.      MT  (+/- 180 meters Scaled)
 OK0453
 OK0453                          SUPERSEDED SURVEY CONTROL
 OK0453
 OK0453  NGVD 29 (??/??/92)  272.594  (m)          894.34   (f) ADJ UNCH    2 0
 OK0453
 OK0453.Superseded values are not recommended for survey control.
 OK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0453.See file dsdata.txt to determine how the superseded data were derived.
 OK0453
 OK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP991258(NAD 83)
 OK0453_MARKER: DB = BENCH MARK DISK
 OK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OK0453_STAMPING: M 95 1934
 OK0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0453+STABILITY: SURFACE MOTION
 OK0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0453+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2006
 OK0453
 OK0453  HISTORY     - Date     Condition        Report By
 OK0453  HISTORY     - 1934     MONUMENTED       CGS
 OK0453  HISTORY     - 1956     GOOD             NGS
 OK0453  HISTORY     - 1984     GOOD             USPSQD
 OK0453  HISTORY     - 1987     GOOD             USPSQD
 OK0453  HISTORY     - 1988     GOOD             USPSQD
 OK0453  HISTORY     - 19960527 GOOD             USPSQD
 OK0453  HISTORY     - 20060902 GOOD             GEOCAC
 OK0453
 OK0453                          STATION DESCRIPTION
 OK0453
 OK0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 OK0453'2.2 MI N FROM WHITE CLOUD.
 OK0453'2.2 MILES NORTH ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OK0453'STATION AT WHITE CLOUD, NEWAYGO COUNTY,AT A CROSSING OF THE
 OK0453'STATE HIGHWAY 37, 36 FEET SOUTHWEST OF THE WEST RAIL, 30 FEET
 OK0453'EAST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET WEST OF A FENCE,
 OK0453'AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 OK0453'M 95 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 OK0453'8 INCHES ABOVE GROUND.
 OK0453
 OK0453                          STATION RECOVERY (1984)
 OK0453
 OK0453'RECOVERY NOTE BY US POWER SQUADRON 1984
 OK0453'BENCH MARK ONE FOOT SOUTH OF NEW UNPAINTED WITNESS POST WITH WARNING
 OK0453'NOTICE AND FOUR
 OK0453
 OK0453                          STATION RECOVERY (1987)
 OK0453
 OK0453'RECOVERY NOTE BY US POWER SQUADRON 1987 (RD)
 OK0453'RECOVERED IN GOOD CONDITION.
 OK0453
 OK0453                          STATION RECOVERY (1988)
 OK0453
 OK0453'RECOVERY NOTE BY US POWER SQUADRON 1988 (MWW)
 OK0453'RECOVERED IN GOOD CONDITION.
 OK0453
 OK0453                          STATION RECOVERY (1996)
 OK0453
 OK0453'RECOVERY NOTE BY US POWER SQUADRON 1996
 OK0453'RECOVERED IN GOOD CONDITION.
 OK0453
 OK0453                          STATION RECOVERY (2006)
 OK0453
 OK0453'RECOVERY NOTE BY GEOCACHING 2006 (PCY)
 OK0453'MARK AND MONUMENT SLIGHTLY DAMAGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0059 ***********************************************************************
 OL0059  DESIGNATION -  M 96
 OL0059  PID         -  OL0059
 OL0059  STATE/COUNTY-  MI/MUSKEGON
 OL0059  USGS QUAD   -  TWIN LAKE (1985)
 OL0059
 OL0059                         *CURRENT SURVEY CONTROL
 OL0059  ___________________________________________________________________
 OL0059* NAD 83(1986)-  43 18 57.     (N)    086 13 34.     (W)     SCALED    
 OL0059* NAVD 88     -       201.194  (meters)     660.08   (feet)  ADJUSTED  
 OL0059  ___________________________________________________________________
 OL0059  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 OL0059  DYNAMIC HT  -         201.152 (meters)     659.95  (feet)  COMP
 OL0059  MODELED GRAV-     980,409.0   (mgal)                       NAVD 88
 OL0059
 OL0059  VERT ORDER  -  SECOND    CLASS 0
 OL0059
 OL0059.The horizontal coordinates were scaled from a topographic map and have
 OL0059.an estimated accuracy of +/- 6 seconds.
 OL0059
 OL0059.The orthometric height was determined by differential leveling
 OL0059.and adjusted by the National Geodetic Survey in June 1991..
 OL0059
 OL0059.The geoid height was determined by GEOID03.
 OL0059
 OL0059.The dynamic height is computed by dividing the NAVD 88
 OL0059.geopotential number by the normal gravity value computed on the
 OL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OL0059.degrees latitude (g = 980.6199 gals.).
 OL0059
 OL0059.The modeled gravity was interpolated from observed gravity values.
 OL0059
 OL0059;                    North         East    Units  Estimated Accuracy
 OL0059;SPC MI S     -   203,370.    3,849,180.      MT  (+/- 180 meters Scaled)
 OL0059
 OL0059                          SUPERSEDED SURVEY CONTROL
 OL0059
 OL0059  NGVD 29 (??/??/92)  201.321  (m)          660.50   (f) ADJ UNCH    2 0
 OL0059
 OL0059.Superseded values are not recommended for survey control.
 OL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0059.See file dsdata.txt to determine how the superseded data were derived.
 OL0059
 OL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN627961(NAD 83)
 OL0059_MARKER: DB = BENCH MARK DISK
 OL0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OL0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OL0059_STAMPING: M 96 1934
 OL0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OL0059+STABILITY: SURFACE MOTION
 OL0059
 OL0059  HISTORY     - Date     Condition        Report By
 OL0059  HISTORY     - 1934     MONUMENTED       CGS
 OL0059  HISTORY     - 1979     MARK NOT FOUND   USGS
 OL0059  HISTORY     - 1984     MARK NOT FOUND   NGS
 OL0059  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 OL0059  HISTORY     - 19940627 MARK NOT FOUND   USPSQD
 OL0059
 OL0059                          STATION DESCRIPTION
 OL0059
 OL0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 OL0059'4.3 MI W FROM TWIN LAKE.
 OL0059'4.3 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE
 OL0059'STATION AT TWIN LAKE, MUSKEGON COUNTY, ABOUT 300 YARDS NORTH OF
 OL0059'A 2-STORY FARMHOUSE, 200 YARDS EAST OF A 1-STORY FARMHOUSE PAINTED
 OL0059'YELLOW, AT A ROAD CROSSING, 28 FEET SOUTHEAST OF THE ROAD, 48.6
 OL0059'FEET EAST OF THE EAST RAIL, AND 1 FOOT LOWER THAN THE TOP OF
 OL0059'THE RAIL.  A STANDARD DISK, STAMPED M 96 1934 AND SET IN THE
 OL0059'TOP OF A CONCRETE POST.
 OL0059
 OL0059                          STATION RECOVERY (1979)
 OL0059
 OL0059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 OL0059'MARK NOT FOUND.
 OL0059
 OL0059                          STATION RECOVERY (1984)
 OL0059
 OL0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 OL0059'SEARCHED FOR AND NOT RECOVERED THIS DATE.
 OL0059
 OL0059                          STATION RECOVERY (1987)
 OL0059
 OL0059'RECOVERY NOTE BY US POWER SQUADRON 1987 (MWW)
 OL0059'MARK NOT FOUND.
 OL0059
 OL0059                          STATION RECOVERY (1994)
 OL0059
 OL0059'RECOVERY NOTE BY US POWER SQUADRON 1994
 OL0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF0663 ***********************************************************************
 NF0663  DESIGNATION -  M 97
 NF0663  PID         -  NF0663
 NF0663  STATE/COUNTY-  MI/KENT
 NF0663  USGS QUAD   -  GRAND RAPIDS WEST (1996)
 NF0663
 NF0663                         *CURRENT SURVEY CONTROL
 NF0663  ___________________________________________________________________
 NF0663* NAD 83(1986)-  42 59 42.     (N)    085 41 00.     (W)     SCALED    
 NF0663* NAVD 88     -       189.362  (meters)     621.27   (feet)  ADJUSTED  
 NF0663  ___________________________________________________________________
 NF0663  GEOID HEIGHT-         -33.62  (meters)                     GEOID03
 NF0663  DYNAMIC HT  -         189.315 (meters)     621.11  (feet)  COMP
 NF0663  MODELED GRAV-     980,365.8   (mgal)                       NAVD 88
 NF0663
 NF0663  VERT ORDER  -  SECOND    CLASS 0
 NF0663
 NF0663.The horizontal coordinates were scaled from a topographic map and have
 NF0663.an estimated accuracy of +/- 6 seconds.
 NF0663
 NF0663.The orthometric height was determined by differential leveling
 NF0663.and adjusted by the National Geodetic Survey in June 1991..
 NF0663
 NF0663.The geoid height was determined by GEOID03.
 NF0663
 NF0663.The dynamic height is computed by dividing the NAVD 88
 NF0663.geopotential number by the normal gravity value computed on the
 NF0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF0663.degrees latitude (g = 980.6199 gals.).
 NF0663
 NF0663.The modeled gravity was interpolated from observed gravity values.
 NF0663
 NF0663;                    North         East    Units  Estimated Accuracy
 NF0663;SPC MI S     -   166,900.    3,892,640.      MT  (+/- 180 meters Scaled)
 NF0663
 NF0663                          SUPERSEDED SURVEY CONTROL
 NF0663
 NF0663  NGVD 29 (??/??/92)  189.502  (m)          621.72   (f) ADJ UNCH    2 0
 NF0663
 NF0663.Superseded values are not recommended for survey control.
 NF0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF0663.See file dsdata.txt to determine how the superseded data were derived.
 NF0663
 NF0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFN073611(NAD 83)
 NF0663_MARKER: DB = BENCH MARK DISK
 NF0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NF0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NF0663_STAMPING: M 97 1934
 NF0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NF0663+STABILITY: SURFACE MOTION
 NF0663
 NF0663  HISTORY     - Date     Condition        Report By
 NF0663  HISTORY     - 1934     MONUMENTED       CGS
 NF0663  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 NF0663  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 NF0663  HISTORY     - 20010806 MARK NOT FOUND   NGS
 NF0663
 NF0663                          STATION DESCRIPTION
 NF0663
 NF0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NF0663'AT FULLER.
 NF0663'AT FULLER, KENT COUNTY, ON THE CHESAPEAKE AND OHIO RAILWAY
 NF0663'AT A ROAD CROSSING, 12 YARDS SOUTH OF THE CENTERLINE OF THE
 NF0663'ROAD, 18 YARDS WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD
 NF0663'TRACK, 11 YARDS NORTH OF THE NORTH RAIL OF THE GRAND TRUNK WESTERN
 NF0663'RAILROAD TRACK, 7 FEET WEST OF A POLE, AND LEVEL WITH THE TOP
 NF0663'OF A THE RAIL.  A STANDARD DISK, STAMPED M 97 1934 AND SET IN THE
 NF0663'TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 NF0663
 NF0663                          STATION RECOVERY (1988)
 NF0663
 NF0663'RECOVERY NOTE BY US POWER SQUADRON 1988 (RBP)
 NF0663'MARK NOT FOUND.
 NF0663
 NF0663                          STATION RECOVERY (1991)
 NF0663
 NF0663'RECOVERY NOTE BY US POWER SQUADRON 1991 (JDK)
 NF0663'MARK NOT FOUND.
 NF0663
 NF0663                          STATION RECOVERY (2001)
 NF0663
 NF0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF0663'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1346 ***********************************************************************
 RJ1346  DESIGNATION -  M SLC+051
 RJ1346  PID         -  RJ1346
 RJ1346  STATE/COUNTY-  MI/CHIPPEWA
 RJ1346  USGS QUAD   -  BARBEAU (1975)
 RJ1346
 RJ1346                         *CURRENT SURVEY CONTROL
 RJ1346  ___________________________________________________________________
 RJ1346* NAD 83(1994)-  46 30 07.66785(N)    084 21 14.19748(W)     ADJUSTED  
 RJ1346* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 RJ1346  ___________________________________________________________________
 RJ1346  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 RJ1346  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ1346
 RJ1346  HORZ ORDER  -  SECOND
 RJ1346
 RJ1346.The horizontal coordinates were established by classical geodetic methods
 RJ1346.and adjusted by the National Geodetic Survey in February 1997..
 RJ1346
 RJ1346.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1346
 RJ1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1346
 RJ1346.The geoid height was determined by GEOID03.
 RJ1346
 RJ1346;                    North         East     Units Scale Factor Converg.
 RJ1346;SPC MI N     -   194,424.241 8,203,054.211   MT  0.99990998   +1 54 45.2
 RJ1346;SPC MI N     -   637,874.81 26,912,907.52   iFT  0.99990998   +1 54 45.2
 RJ1346;UTM  16      - 5,153,241.964   703,025.267   MT  1.00010669   +1 55 12.4
 RJ1346
 RJ1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1346!SPC MI N     -   0.99997675  x   0.99990998  =   0.99988674
 RJ1346!UTM  16      -   0.99997675  x   1.00010669  =   1.00008344
 RJ1346
 RJ1346                          SUPERSEDED SURVEY CONTROL
 RJ1346
 RJ1346  NAD 83(1986)-  46 30 07.65967(N)    084 21 14.19572(W) AD(       ) 2
 RJ1346  NGVD 29 (05/22/90)  184.9    (m)          607.     (f) VERT ANG       
 RJ1346
 RJ1346.Superseded values are not recommended for survey control.
 RJ1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1346.See file dsdata.txt to determine how the superseded data were derived.
 RJ1346
 RJ1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0302553242(NAD 83)
 RJ1346_MARKER: DS = TRIANGULATION STATION DISK
 RJ1346_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1346+WITH SETTING: PAVEMENT
 RJ1346_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1346+STABILITY: SURFACE MOTION
 RJ1346
 RJ1346  HISTORY     - Date     Condition        Report By
 RJ1346  HISTORY     - 1988     MONUMENTED       USE
 RJ1346
 RJ1346                          STATION DESCRIPTION
 RJ1346
 RJ1346'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1346'THE STATION IS LOCATED IN THE AMERICAN LOCKS IN SAULT STE MARIE, MI
 RJ1346'OWNERSHIP---UNITES STATES CORPS OF ENGINEERS
 RJ1346'
 RJ1346'TO REACH THE STATION FROM THE MAIN ENTRANCE TO THE U.S. CORPS OF
 RJ1346'ENGINEERS LOCKS GO WEST FOR 0.3 KM (0.2 MI) ALONG THE SOUTH SIDE OF
 RJ1346'THE MAC ARTHUR LOCK TO THE STATION.
 RJ1346'
 RJ1346'THE STATION IS A STANDARD COE DISK
 RJ1346'THAT IS STAMPED---M---
 RJ1346'SET INTO THE CONCRETE PIER FLUSH WITH THE GROUND, LOCATED 15.2
 RJ1346'METERS (50 FT) NORTHWEST OF A 1.2 METERS (4 FT) HIGH SHEET
 RJ1346'METAL BUILDING AND 14.6 METERS (48 FT) NORTHEAST OF LIGHT POLE
 RJ1346'NO. 230 AND 0.6 METERS (1.95 FT) FROM THE EDGE OF THE PIER.
 RJ1346'
 RJ1346'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0023 ***********************************************************************
 RJ0023  DESIGNATION -  M USE
 RJ0023  PID         -  RJ0023
 RJ0023  STATE/COUNTY-  MI/CHIPPEWA
 RJ0023  USGS QUAD   -  BARBEAU (1975)
 RJ0023
 RJ0023                         *CURRENT SURVEY CONTROL
 RJ0023  ___________________________________________________________________
 RJ0023* NAD 83(1986)-  46 30 07.     (N)    084 21 21.     (W)     SCALED    
 RJ0023* NAVD 88     -       184.872  (meters)     606.53   (feet)  ADJUSTED  
 RJ0023  ___________________________________________________________________
 RJ0023  GEOID HEIGHT-         -36.62  (meters)                     GEOID03
 RJ0023  DYNAMIC HT  -         184.882 (meters)     606.57  (feet)  COMP
 RJ0023  MODELED GRAV-     980,668.5   (mgal)                       NAVD 88
 RJ0023
 RJ0023  VERT ORDER  -  FIRST     CLASS 0
 RJ0023
 RJ0023.The horizontal coordinates were scaled from a topographic map and have
 RJ0023.an estimated accuracy of +/- 6 seconds.
 RJ0023
 RJ0023.The orthometric height was determined by differential leveling
 RJ0023.and adjusted by the National Geodetic Survey in June 1991..
 RJ0023
 RJ0023.The geoid height was determined by GEOID03.
 RJ0023
 RJ0023.The dynamic height is computed by dividing the NAVD 88
 RJ0023.geopotential number by the normal gravity value computed on the
 RJ0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0023.degrees latitude (g = 980.6199 gals.).
 RJ0023
 RJ0023.The modeled gravity was interpolated from observed gravity values.
 RJ0023
 RJ0023;                    North         East    Units  Estimated Accuracy
 RJ0023;SPC MI N     -   194,400.    8,202,910.      MT  (+/- 180 meters Scaled)
 RJ0023
 RJ0023                          SUPERSEDED SURVEY CONTROL
 RJ0023
 RJ0023.No superseded survey control is available for this station.
 RJ0023
 RJ0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS028532(NAD 83)
 RJ0023_MARKER: Z = SEE DESCRIPTION
 RJ0023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0023_SP_SET: WALL
 RJ0023_MARK LOGO: USE   
 RJ0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0023
 RJ0023  HISTORY     - Date     Condition        Report By
 RJ0023  HISTORY     - 1946     MONUMENTED       DOD
 RJ0023  HISTORY     - 1972     GOOD             USLS
 RJ0023  HISTORY     - 1983     GOOD             NGS
 RJ0023
 RJ0023                          STATION DESCRIPTION
 RJ0023
 RJ0023'DESCRIBED BY US LAKE SURVEY 1972
 RJ0023'AT SAULT STE MARIE.
 RJ0023'M A CONTROL POINT OF THE U.S. ARMY ENGINEER DISTRICT, DETROIT, IS
 RJ0023'AT SAULT STE. MARIE, CHIPPEWA COUNTY, MICHIGAN, JUST ABOVE THE
 RJ0023'LOCKS, ON SOUTH WALL OF THE SOUTH CANAL, OPPOSITE UPSTREAM END
 RJ0023'OF THE ISLAND SEPARATING THE POE AND MAC ARTHUR LOCKS, 48.1 FEET
 RJ0023'NORTHEAST OF LIGHT POLE NO. 230, 2.1 FEET FROM CANAL FACE OF THE
 RJ0023'WALL, BEING HIGHEST POINT OVER CENTER OF BRONZE DISC SET INTO THE
 RJ0023'CONCRETE.
 RJ0023
 RJ0023                          STATION RECOVERY (1983)
 RJ0023
 RJ0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0023'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN SAULT STE.
 RJ0023'MARIE, JUST WEST OF THE LOCKS, SET IN TOP OF SOUTH SEAWALL OF THE
 RJ0023'SOUTH CANAL AND ABOUT 76.2 METERS (250.0 FT) WEST OF WEST END OF THE
 RJ0023'MAC ARTHUR LOCK, 14.7 METERS (48.1 FT) NORTHEAST OF LIGHT POLE NUMBER
 RJ0023'230 0.64 METERS (2.1 FT) SOUTH OF NORTH EDGE OF SEAWALL.
 RJ0023'THE MARK IS ABOVE LEVEL WITH GROUND..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0225 ***********************************************************************
 NE0225  DESIGNATION -  MAC
 NE0225  PID         -  NE0225
 NE0225  STATE/COUNTY-  MI/ST CLAIR
 NE0225  USGS QUAD   -  ALGONAC (1978)
 NE0225
 NE0225                         *CURRENT SURVEY CONTROL
 NE0225  ___________________________________________________________________
 NE0225* NAD 83(1986)-  42 36 12.     (N)    082 32 41.     (W)     SCALED    
 NE0225* NAVD 88     -       176.326  (meters)     578.50   (feet)  ADJUSTED  
 NE0225  ___________________________________________________________________
 NE0225  GEOID HEIGHT-         -34.88  (meters)                     GEOID03
 NE0225  DYNAMIC HT  -         176.277 (meters)     578.34  (feet)  COMP
 NE0225  MODELED GRAV-     980,337.2   (mgal)                       NAVD 88
 NE0225
 NE0225  VERT ORDER  -  FIRST     CLASS 0
 NE0225
 NE0225.The horizontal coordinates were scaled from a topographic map and have
 NE0225.an estimated accuracy of +/- 6 seconds.
 NE0225
 NE0225.The orthometric height was determined by differential leveling
 NE0225.and adjusted by the National Geodetic Survey in June 1991..
 NE0225
 NE0225.The geoid height was determined by GEOID03.
 NE0225
 NE0225.The dynamic height is computed by dividing the NAVD 88
 NE0225.geopotential number by the normal gravity value computed on the
 NE0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0225.degrees latitude (g = 980.6199 gals.).
 NE0225
 NE0225.The modeled gravity was interpolated from observed gravity values.
 NE0225
 NE0225;                    North         East    Units  Estimated Accuracy
 NE0225;SPC MI S     -   124,170.    4,149,490.      MT  (+/- 180 meters Scaled)
 NE0225
 NE0225                          SUPERSEDED SURVEY CONTROL
 NE0225
 NE0225  NGVD 29 (??/??/92)  176.458  (m)          578.93   (f) ADJ UNCH    1 0
 NE0225
 NE0225.Superseded values are not recommended for survey control.
 NE0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0225.See file dsdata.txt to determine how the superseded data were derived.
 NE0225
 NE0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH732179(NAD 83)
 NE0225_MARKER: Z = SEE DESCRIPTION
 NE0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0225_SP_SET: IRON ROD
 NE0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0225
 NE0225  HISTORY     - Date     Condition        Report By
 NE0225  HISTORY     - 1956     MONUMENTED       USLS
 NE0225  HISTORY     - 1970     GOOD             USLS
 NE0225  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 NE0225
 NE0225                          STATION DESCRIPTION
 NE0225
 NE0225'DESCRIBED BY US LAKE SURVEY 1970
 NE0225'AT HARSENS ISLAND.
 NE0225'MAC IS ON HARSENS ISLAND, ST. CLAIR COUNTY, MICHIGAN, ON GRAND
 NE0225'POINTE, NEAR SOUTHEAST CORNER OF NORTH CHANNEL DRIVE AND ORCHID
 NE0225'BOULEVARD, ABOUT 170 FEET SOUTH OF THE INTERSECTION, AT THE
 NE0225'MAC MILLAN RESIDENCE, 32.8 FEET SOUTHEASTERLY FROM A 27-INCH
 NE0225'MAPLE, 22.6 FEET NORTHEASTERLY FROM A 48-INCH ELM IN LINE WITH
 NE0225'NORTH FACE OF THE RESIDENCE, 2.0 FEET WEST OF NORTHWEST CORNER
 NE0225'OF A PORCH, 1/4-FOOT BELOW THE GROUND SURFACE, BEING HIGHEST
 NE0225'POINT ON TOP OF A 1-INCH DIAMETER IRON ROD, 10 FEET LONG.
 NE0225'NOTE-- BM 1956
 NE0225
 NE0225                          STATION RECOVERY (2005)
 NE0225
 NE0225'RECOVERY NOTE BY US POWER SQUADRON 2005 (RC)
 NE0225'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1347 ***********************************************************************
 RJ1347  DESIGNATION -  MAC ARTHUR SLC+079
 RJ1347  PID         -  RJ1347
 RJ1347  STATE/COUNTY-  MI/CHIPPEWA
 RJ1347  USGS QUAD   -  BARBEAU (1975)
 RJ1347
 RJ1347                         *CURRENT SURVEY CONTROL
 RJ1347  ___________________________________________________________________
 RJ1347* NAD 83(1994)-  46 30 08.14422(N)    084 20 55.17970(W)     ADJUSTED  
 RJ1347* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 RJ1347  ___________________________________________________________________
 RJ1347  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 RJ1347  GEOID HEIGHT-         -36.63  (meters)                     GEOID03
 RJ1347
 RJ1347  HORZ ORDER  -  SECOND
 RJ1347
 RJ1347.The horizontal coordinates were established by classical geodetic methods
 RJ1347.and adjusted by the National Geodetic Survey in February 1997..
 RJ1347
 RJ1347.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1347
 RJ1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1347
 RJ1347.The geoid height was determined by GEOID03.
 RJ1347
 RJ1347;                    North         East     Units Scale Factor Converg.
 RJ1347;SPC MI N     -   194,452.486 8,203,458.956   MT  0.99990999   +1 54 58.9
 RJ1347;SPC MI N     -   637,967.47 26,914,235.42   iFT  0.99990999   +1 54 58.9
 RJ1347;UTM  16      - 5,153,270.269   703,430.087   MT  1.00010871   +1 55 26.2
 RJ1347
 RJ1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1347!SPC MI N     -   0.99997675  x   0.99990999  =   0.99988674
 RJ1347!UTM  16      -   0.99997675  x   1.00010871  =   1.00008546
 RJ1347
 RJ1347                          SUPERSEDED SURVEY CONTROL
 RJ1347
 RJ1347  NAD 83(1986)-  46 30 08.13603(N)    084 20 55.17795(W) AD(       ) 2
 RJ1347  NGVD 29 (05/22/90)  184.9    (m)          607.     (f) VERT ANG       
 RJ1347
 RJ1347.Superseded values are not recommended for survey control.
 RJ1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1347.See file dsdata.txt to determine how the superseded data were derived.
 RJ1347
 RJ1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS0343053270(NAD 83)
 RJ1347_MARKER: DS = TRIANGULATION STATION DISK
 RJ1347_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RJ1347+WITH SETTING: PAVEMENT
 RJ1347_MAGNETIC: N = NO MAGNETIC MATERIAL
 RJ1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1347+STABILITY: SURFACE MOTION
 RJ1347
 RJ1347  HISTORY     - Date     Condition        Report By
 RJ1347  HISTORY     - 1988     MONUMENTED       USE
 RJ1347
 RJ1347                          STATION DESCRIPTION
 RJ1347
 RJ1347'DESCRIBED BY US ENGINEERS 1988 (RAB)
 RJ1347'THE STATION IS LOCATED IN THE AMERICAN LOCKS IN SAULT STE MARIE MI,
 RJ1347'OWNERSHIP---UNITED STATES CORPS OF ENGINEERS
 RJ1347'
 RJ1347'TO REACH THE STATION FROM THE U.S. CORPS OF ENGINEERS LOCKS, GO EAST
 RJ1347'FOR 22.9 METERS (75 FT) TO TOP OF A STAIRWAY AND THE STATION ON THE
 RJ1347'LEFT.
 RJ1347'
 RJ1347'THE STATION IS A STANDARD COE DISK
 RJ1347'THAT IS STAMPED---SLC+079 1988---,
 RJ1347'SET IN THE CONCRETE PIER FLUSH WITH THE GROUND.
 RJ1347'
 RJ1347'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0118 ***********************************************************************
 RJ0118  DESIGNATION -  MACK USLS
 RJ0118  PID         -  RJ0118
 RJ0118  STATE/COUNTY-  MI/CHIPPEWA
 RJ0118  USGS QUAD   -  SAULT STE MARIE SOUTH (1975)
 RJ0118
 RJ0118                         *CURRENT SURVEY CONTROL
 RJ0118  ___________________________________________________________________
 RJ0118* NAD 83(1986)-  46 27 38.     (N)    084 17 21.     (W)     SCALED    
 RJ0118* NAVD 88     -       179.919  (meters)     590.28   (feet)  ADJUSTED  
 RJ0118  ___________________________________________________________________
 RJ0118  GEOID HEIGHT-         -36.65  (meters)                     GEOID03
 RJ0118  DYNAMIC HT  -         179.928 (meters)     590.31  (feet)  COMP
 RJ0118  MODELED GRAV-     980,666.0   (mgal)                       NAVD 88
 RJ0118
 RJ0118  VERT ORDER  -  FIRST     CLASS 0
 RJ0118
 RJ0118.The horizontal coordinates were scaled from a topographic map and have
 RJ0118.an estimated accuracy of +/- 6 seconds.
 RJ0118
 RJ0118.The orthometric height was determined by differential leveling
 RJ0118.and adjusted by the National Geodetic Survey in June 1991..
 RJ0118
 RJ0118.The geoid height was determined by GEOID03.
 RJ0118
 RJ0118.The dynamic height is computed by dividing the NAVD 88
 RJ0118.geopotential number by the normal gravity value computed on the
 RJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0118.degrees latitude (g = 980.6199 gals.).
 RJ0118
 RJ0118.The modeled gravity was interpolated from observed gravity values.
 RJ0118
 RJ0118;                    North         East    Units  Estimated Accuracy
 RJ0118;SPC MI N     -   189,970.    8,208,180.      MT  (+/- 180 meters Scaled)
 RJ0118
 RJ0118                          SUPERSEDED SURVEY CONTROL
 RJ0118
 RJ0118  NGVD 29 (??/??/92)  180.05   (m)          590.7    (f) COMPUTED    1 0
 RJ0118
 RJ0118.Superseded values are not recommended for survey control.
 RJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0118.See file dsdata.txt to determine how the superseded data were derived.
 RJ0118
 RJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS081487(NAD 83)
 RJ0118_MARKER: Z = SEE DESCRIPTION
 RJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0118_MARK LOGO: USLS  
 RJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0118+STABILITY: SURFACE MOTION
 RJ0118
 RJ0118  HISTORY     - Date     Condition        Report By
 RJ0118  HISTORY     - 1968     MONUMENTED       USLS
 RJ0118  HISTORY     - 1972     GOOD             USLS
 RJ0118  HISTORY     - 1983     POOR             NGS
 RJ0118  HISTORY     - 20051123 MARK NOT FOUND   INDIV
 RJ0118
 RJ0118                          STATION DESCRIPTION
 RJ0118
 RJ0118'DESCRIBED BY US LAKE SURVEY 1972
 RJ0118'3.3 MI SE FROM SAULT STE MARIE.
 RJ0118'MACK IS IN CHIPPEWA COUNTY, MICHIGAN, 3.3 MILES SOUTHEASTERLY
 RJ0118'FROM PORTAGE AVENUE (RIVERSIDE DRIVE) BRIDGE OVER POWER CANAL
 RJ0118'IN SAULT STE. MARIE, ON PROPERTY OF MARINE CONSTRUCTION COMPANY,
 RJ0118'ON SOUTHEAST SIDE OF DRIVEWAY, 51.3 FEET SOUTHEAST OF UTILITY
 RJ0118'POLE, 50 FEET NORTHEAST OF CENTERLINE OF RIVERSIDE DRIVE,
 RJ0118'3-3/4 FEET ABOVE GROUND, BEING HIGHEST POINT ON 1-INCH CHISELED
 RJ0118'TRIANGLE ON WEST CORNER OF METAL PLATE WELDED TO IRON PIPE
 RJ0118'GATEPOST FILLED WITH CONCRETE.
 RJ0118
 RJ0118                          STATION RECOVERY (1983)
 RJ0118
 RJ0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0118'RECOVERED IN POOR CONDITION, FOUND LEANING AND UNFIT FOR LEVELS.
 RJ0118
 RJ0118                          STATION RECOVERY (2005)
 RJ0118
 RJ0118'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JEW)
 RJ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0677 ***********************************************************************
 QK0677  DESIGNATION -  MACKIE
 QK0677  PID         -  QK0677
 QK0677  STATE/COUNTY-  MI/CHARLEVOIX
 QK0677  USGS QUAD   -  THUMB LAKE (1986)
 QK0677
 QK0677                         *CURRENT SURVEY CONTROL
 QK0677  ___________________________________________________________________
 QK0677* NAD 83(1994)-  45 14 59.33825(N)    084 45 47.19599(W)     ADJUSTED  
 QK0677* NAVD 88     -       377.     (meters)    1237.     (feet)  SCALED    
 QK0677  ___________________________________________________________________
 QK0677  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 QK0677  GEOID HEIGHT-         -35.04  (meters)                     GEOID03
 QK0677
 QK0677  HORZ ORDER  -  SECOND
 QK0677
 QK0677.The horizontal coordinates were established by classical geodetic methods
 QK0677.and adjusted by the National Geodetic Survey in February 1997..
 QK0677
 QK0677.The orthometric height was scaled from a topographic map.
 QK0677
 QK0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0677
 QK0677.The geoid height was determined by GEOID03.
 QK0677
 QK0677;                    North         East     Units Scale Factor Converg.
 QK0677;SPC MI C     -   214,888.772 5,968,880.225   MT  0.99992699   -0 16 48.2
 QK0677;SPC MI C     -   705,015.66 19,582,940.37   iFT  0.99992699   -0 16 48.2
 QK0677;UTM  16      - 5,013,136.483   675,533.027   MT  0.99997886   +1 35 20.4
 QK0677
 QK0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0677!SPC MI C     -   0.99994640  x   0.99992699  =   0.99987339
 QK0677!UTM  16      -   0.99994640  x   0.99997886  =   0.99992526
 QK0677
 QK0677:                Primary Azimuth Mark                     Grid Az
 QK0677:SPC MI C     -  MACKIE AZ MK                             022 50 07.6
 QK0677:UTM  16      -  MACKIE AZ MK                             020 57 59.0
 QK0677
 QK0677|---------------------------------------------------------------------|
 QK0677| PID    Reference Object                     Distance      Geod. Az  |
 QK0677|                                                           dddmmss.s |
 QK0677| CH1355 MACKIE AZ MK                                       0223319.4 |
 QK0677| CH1356 MACKIE RM 1                          27.640 METERS 11055     |
 QK0677| CH1357 MACKIE RM 2                          23.025 METERS 18844     |
 QK0677| QK0686 FERNS                               APPROX.10.2 KM 2595119.9 |
 QK0677| QK0708 ACW P 66 USED TOWER                 APPROX.12.8 KM 3120313.0 |
 QK0677|---------------------------------------------------------------------|
 QK0677
 QK0677                          SUPERSEDED SURVEY CONTROL
 QK0677
 QK0677  NAD 83(1986)-  45 14 59.33247(N)    084 45 47.19860(W) AD(       ) 2
 QK0677  NAD 27      -  45 14 59.29200(N)    084 45 47.06600(W) AD(       ) 2
 QK0677
 QK0677.Superseded values are not recommended for survey control.
 QK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0677.See file dsdata.txt to determine how the superseded data were derived.
 QK0677
 QK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7553313136(NAD 83)
 QK0677_MARKER: DS = TRIANGULATION STATION DISK
 QK0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0677_STAMPING: MACKIE 1956
 QK0677_MARK LOGO: CGS   
 QK0677_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0677+STABILITY: SURFACE MOTION
 QK0677
 QK0677  HISTORY     - Date     Condition        Report By
 QK0677  HISTORY     - 1956     MONUMENTED       CGS
 QK0677  HISTORY     - 19940802 GOOD             LOCENG
 QK0677
 QK0677                          STATION DESCRIPTION
 QK0677
 QK0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0677'THE STATION IS ABOUT 8 MILES WEST OF WOLVERINE ON PROPERTY OWNED BY
 QK0677'MR. PETE MACKIE.  HE
 QK0677'LIVES AT 423 LIBERTY STREET, PETOSKEY, MICHIGAN.  THE STATION MARK IS
 QK0677'202 FEET NORTHWEST OF THE
 QK0677'NORTHWEST CORNER OF A TWO STORY FRAME HOUSE, 25 FEET NORTHEAST OF
 QK0677'THE CENTERLINE OF A SAND ROAD, 32 FEET
 QK0677'NORTHWEST OF A 20 INCH MAPLE TREE AND 12 FEET
 QK0677'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 QK0677'INCHES AND THE DISK IS STAMPED
 QK0677'MACKIE 1956.
 QK0677'
 QK0677'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 QK0677'MAIN STREET IN WOLVERINE, GO
 QK0677'WEST ON MAIN STREET (PAVED ROAD) FOR 1.9 MILES TO THE END OF
 QK0677'PAVEMENT.  CONTINUE WEST ON GRAVEL
 QK0677'ROAD FOR 0.65 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 QK0677'NORTH ON GRAVEL ROAD FOR 0.5 MILE TO A
 QK0677'SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON GRAVEL
 QK0677'ROAD FOR 3.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 QK0677'SOUTH AND WEST ON GRAVEL ROAD
 QK0677'FOR 1.25 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH AND WEST FOR
 QK0677'2.10 MILES TO A CROSSROAD.  TURN
 QK0677'LEFT AND GO SOUTH ON SAND ROAD FOR 1.6 MILES TO A SIDE ROAD RIGHT.
 QK0677'CONTINUE STRAIGHT AHEAD AND GO SOUTH
 QK0677'ON SAND ROAD FOR 0.25 MILE TO THE STATION ON THE
 QK0677'LEFT.
 QK0677'
 QK0677'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ACROSS A PASTURE
 QK0677'FOR 0.1 MILE TO THE
 QK0677'WEST-SOUTHWEST EDGE OF A WOODS AND THE MARK.
 QK0677'
 QK0677'REFERENCE MARK 1 IS 122 FEET NORTHWEST CORNER OF THE FRAME
 QK0677'HOUSE AND 18 FEET
 QK0677'NORTH OF THE CENTERLINE OF THE SAND ROAD.  THE MARK PROJECTS 6 INCHES
 QK0677'AND THE DISK IS STAMPED MACKIE NO 1
 QK0677'1956.
 QK0677'
 QK0677'REFERENCE MARK 2 IS 40 FEET SOUTHWEST OF THE CENTERLINE OF THE SAND
 QK0677'ROAD AND 4 FEET WEST OF A
 QK0677'6 INCH MAPLE TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 QK0677'STAMPED MACKIE NO 2 1956.
 QK0677'
 QK0677'THE AZIMUTH MARK IS 87 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST EDGE
 QK0677'OF WOODS AND 47 FEET
 QK0677'SOUTHEAST OF A TELEPHONE POLE AND A WHITE WITNESS POST.  THE MARK IS
 QK0677'FLUSH AND THE DISK IS STAMPED
 QK0677'MACKIE 1956.
 QK0677'
 QK0677'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 QK0677
 QK0677                          STATION RECOVERY (1994)
 QK0677
 QK0677'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0677'TO REACH THE STATION FROM THE INTERSECTION OF OLD US HIGHWAY 27 AND
 QK0677'MAIN STREET IN WOLVERINE (CHEBOYGAN COUNTY) , GO WEST ON MAIN STREET
 QK0677'(WOLVERINE ROAD) A PAVE ROAD, FOR 6.3 MI (10.1 KM) TO WEBER LAKE ROAD
 QK0677'(WEBER LAKE STATE FOREST CAMPGROUND) .  TURN LEFT ON WEBER LAKE ROAD
 QK0677'(GRAVEL) AND GO SOUTH AND WEST 1.25 MI (2.01 KM) TO A GRAVEL CROSS
 QK0677'ROAD (SPRINGDALE) .  TURN LEFT AND GO 2.1 MI (3.4 KM) TO A GRAVEL
 QK0677'CROSSROAD (MAGEE) .  TURN LEFT AND GO SOUTH FOR 2.9 MILES (4.7 KM) TO
 QK0677'THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0737 ***********************************************************************
 QK0737  DESIGNATION -  MACKINAC EAST BASE USLS 1852
 QK0737  PID         -  QK0737
 QK0737  STATE/COUNTY-  MI/CHEBOYGAN
 QK0737  USGS QUAD   -  ST IGNACE (1976)
 QK0737
 QK0737                         *CURRENT SURVEY CONTROL
 QK0737  ___________________________________________________________________
 QK0737* NAD 83(1994)-  45 45 22.13424(N)    084 42 03.24083(W)     ADJUSTED  
 QK0737* NAVD 88     -       184.     (meters)     604.     (feet)  SCALED    
 QK0737  ___________________________________________________________________
 QK0737  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 QK0737  GEOID HEIGHT-         -35.46  (meters)                     GEOID03
 QK0737
 QK0737  HORZ ORDER  -  FIRST
 QK0737
 QK0737.The horizontal coordinates were established by classical geodetic methods
 QK0737.and adjusted by the National Geodetic Survey in February 1997..
 QK0737
 QK0737.The orthometric height was scaled from a topographic map.
 QK0737
 QK0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0737
 QK0737.The geoid height was determined by GEOID03.
 QK0737
 QK0737;                    North         East     Units Scale Factor Converg.
 QK0737;SPC MI C     -   271,138.830 5,973,995.388   MT  1.00001347   -0 14 10.0
 QK0737;SPC MI C     -   889,563.09 19,599,722.40   iFT  1.00001347   -0 14 10.0
 QK0737;UTM  16      - 5,069,525.116   678,803.839   MT  0.99999306   +1 38 50.8
 QK0737
 QK0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0737!SPC MI C     -   0.99997672  x   1.00001347  =   0.99999019
 QK0737!UTM  16      -   0.99997672  x   0.99999306  =   0.99996978
 QK0737
 QK0737:                Primary Azimuth Mark                     Grid Az
 QK0737:SPC MI C     -  MACKINAC WEST BASE                       301 51 14.0
 QK0737:UTM  16      -  MACKINAC WEST BASE                       299 58 13.2
 QK0737
 QK0737|---------------------------------------------------------------------|
 QK0737| PID    Reference Object                     Distance      Geod. Az  |
 QK0737|                                                           dddmmss.s |
 QK0737| QK0779 MACKINAC WEST BASE                  APPROX. 6.6 KM 3013704.0 |
 QK0737|---------------------------------------------------------------------|
 QK0737
 QK0737                          SUPERSEDED SURVEY CONTROL
 QK0737
 QK0737  NAD 83(1986)-  45 45 22.12687(N)    084 42 03.24070(W) AD(       ) 1
 QK0737  NAD 27      -  45 45 22.08600(N)    084 42 03.07000(W) AD(       ) 1
 QK0737
 QK0737.Superseded values are not recommended for survey control.
 QK0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0737.See file dsdata.txt to determine how the superseded data were derived.
 QK0737
 QK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7880469525(NAD 83)
 QK0737
 QK0737  HISTORY     - Date     Condition        Report By
 QK0737  HISTORY     - 1852     MONUMENTED       COASUR
 QK0737  HISTORY     - 1917     SEE DESCRIPTION  USLS
 QK0737  HISTORY     - 1952     SEE DESCRIPTION  USLS
 QK0737  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0737
 QK0737                          STATION DESCRIPTION
 QK0737
 QK0737'DESCRIBED BY US LAKE SURVEY 1917
 QK0737'ABOUT 2-1/4 MILES SOUTHEAST OF MACKINAW CITY, IN CENTER OF SEC. 20,
 QK0737'T. 39 N., R. 3 W.,
 QK0737'196.9 FEET SOUTHWEST OF SOUTHWEST SIDE OF U.S. ROUTE 23,
 QK0737'32.0 FEET SOUTHWEST OF SOUTHWEST
 QK0737'RIGHT-OF-WAY FENCE OF THE MICHIGAN CENTRAL
 QK0737'RAILROAD, AND IN SOUTHWEST RUT OF OLD
 QK0737'CHEBOYGAN-MACKINAW GRAVEL ROAD.  MARKED
 QK0737'BY BRASS PLUG IN TOP OF CUT STONE MONUMENT 5 INCHES
 QK0737'BELOW SURFACE OF GRAVEL ROAD,
 QK0737'REFERENCE MARK, CUT STONE MONUMENT INSCRIBED U. S. PROJECTING 2
 QK0737'INCHES ABOVE SURFACE OF
 QK0737'GROUND, IS ON LINE TO ROUND ISLAND LIGHTHOUSE, AND IN SOUTHWEST FENCE
 QK0737'LINE OF RAILROAD.
 QK0737
 QK0737                          STATION RECOVERY (1952)
 QK0737
 QK0737'RECOVERY NOTE BY US LAKE SURVEY 1952
 QK0737'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 QK0737'
 QK0737'TO REACH THE STATION FROM THE MACKINAW CITY FERRY DOCK ENTRANCE, GO S
 QK0737'ON U.S. ROUTE 23 FOR 2.1 MI. TO THE STATION SITE
 QK0737
 QK0737                          STATION RECOVERY (1956)
 QK0737
 QK0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0737'THE STATION REFERENCE MARK AND REFERENCE POINT RECOVERED AND FOUND IN
 QK0737'GOOD CONDITION.
 QK0737'
 QK0737'FOLLOWING IS A NEW COMPLETE DISCRIPTION,
 QK0737'
 QK0737'THE STATION IS LOCATED ABOUT 2 MI. SE OF MACKINAW CITY, ON
 QK0737'THE SW SIDE OF THE
 QK0737'OLD CHEBOYGAN-MACKINAW ROAD.  IT IS 112 FT.
 QK0737'SW OF A TELEPHONE POLE, 78 FT. SW OF
 QK0737'THE SW RAIL OF THE MICHIGAN
 QK0737'CENTRAL RAILROAD, 51.5 FT. S OF A 14-IN. BIRCH TEE,
 QK0737'36.5 FT. W
 QK0737'OF A 14-IN. LONE CEDAR TREE, 28 FT. E OF A 14-IN, POPLAR TREE, 7
 QK0737'FT. SW OF THE
 QK0737'CENTERLINE OF A TRACK ROAD, AND 1.5 FT. N OF A 1- BY
 QK0737'4-IN. WITNESS POST.  THE MARK IS
 QK0737'A BRASS PIN WITH A CROSS ON THE
 QK0737'TOP OF AN 8- BY 8-IN. CONCRETE POST 8 IN.
 QK0737'UNDERGROUND.
 QK0737'
 QK0737'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 23,
 QK0737'27 AND 31 (IN THE
 QK0737'SE EDGE OF MACKINAW CITY), GO SE ON U.S. HIGHWAYS
 QK0737'23 AND 27 FOR 1.1 MI. TO A SIDE ROAD
 QK0737'RIGHT.  TURN RIGHT AND GO S,
 QK0737'CROSSING RAILROAD TRACKS FOR 0.05 MI. TO A SIDE ROAD
 QK0737'LEFT.  TURN
 QK0737'LEFT AND GO SE ON AN OLD TRACK ROAD FOR 0.55 MI. TO THE STATION
 QK0737'ON THE RIGHT AS
 QK0737'DESCRIBED.
 QK0737'
 QK0737'REFERENCE MARK IS 46 FT. SW OF THE SW RAIL OF THE
 QK0737'RAILROAD TRACK,
 QK0737'45.5 FT. E OF THE 14-IN. TRIANGULAR-BLAZED BIRCH
 QK0737'TREE, 26 FT. N OF THE CENTERLINE
 QK0737'OF THE TRACK ROAD, AND 25 FT. NW
 QK0737'OF THE 14-IN. TRIANGULAR-BLAZED LONE CEDAR TREE.
 QK0737'THE MARK IS A
 QK0737'4- BY 6-IN. STONE POST PROJECTING ABOUT 2 IN. WITH A CROSS IN THE
 QK0737'TOP AND THE
 QK0737'LETTERS U.S. CHISELED IN TOP OF THE POST.
 QK0737'
 QK0737'REFERENCE POINT IS A CROSS CHISELED IN THE TOP OF AN 18- BY
 QK0737'12-IN. BOULDER
 QK0737'FLUSH WITH THE GROUND, 32 FT. S OF THE TRIANGULAR BLAZED
 QK0737'14-IN. BIRCH TREE, AND 26.5 FT. N
 QK0737'OF THE TRIANGULAR-BLAZED 14-IN. POPLAR TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0736 ***********************************************************************
 QK0736  DESIGNATION -  MACKINAC IS GRAND HOTEL TANK
 QK0736  PID         -  QK0736
 QK0736  STATE/COUNTY-  MI/MACKINAC
 QK0736  USGS QUAD   -  ST IGNACE (1976)
 QK0736
 QK0736                         *CURRENT SURVEY CONTROL
 QK0736  ___________________________________________________________________
 QK0736* NAD 83(1994)-  45 51 05.26919(N)    084 37 35.16913(W)     ADJUSTED  
 QK0736* NAVD 88     -                                                        
 QK0736  ___________________________________________________________________
 QK0736  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 QK0736  GEOID HEIGHT-         -35.56  (meters)                     GEOID03
 QK0736
 QK0736  HORZ ORDER  -  THIRD
 QK0736
 QK0736.The horizontal coordinates were established by classical geodetic methods
 QK0736.and adjusted by the National Geodetic Survey in February 1997..
 QK0736
 QK0736
 QK0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0736
 QK0736.The geoid height was determined by GEOID03.
 QK0736
 QK0736;                    North         East     Units Scale Factor Converg.
 QK0736;SPC MI N     -   121,476.434 8,184,315.275   MT  0.99993133   +1 42 56.1
 QK0736;SPC MI N     -   398,544.73 26,851,428.07   iFT  0.99993133   +1 42 56.1
 QK0736;UTM  16      - 5,080,283.946   684,280.240   MT  1.00001750   +1 42 12.9
 QK0736
 QK0736                          SUPERSEDED SURVEY CONTROL
 QK0736
 QK0736  NAD 83(1986)-  45 51 05.26165(N)    084 37 35.16810(W) AD(       ) 4
 QK0736  NAD 27      -  45 51 05.22200(N)    084 37 34.97400(W) AD(       ) 3
 QK0736
 QK0736.Superseded values are not recommended for survey control.
 QK0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0736.See file dsdata.txt to determine how the superseded data were derived.
 QK0736
 QK0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8428080284(NAD 83)
 QK0736_MARKER: 51 = TANK
 QK0736
 QK0736  HISTORY     - Date     Condition        Report By
 QK0736  HISTORY     - 1954     FIRST OBSERVED   CGS
 QK0736  HISTORY     - 1977     GOOD             NGS
 QK0736  HISTORY     - 19950710 GOOD             USPSQD
 QK0736  HISTORY     - 20060920 MARK NOT FOUND   GEOCAC
 QK0736
 QK0736                          STATION DESCRIPTION
 QK0736
 QK0736'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0736'STATION IS ON MACKINAC ISLAND, A BLACK WATER TANK SERVICING THE GRAND
 QK0736'HOTEL.  POINT
 QK0736'SIGHTED UPON WAS THE CENTER OF THE BOWL OF THE TANK.
 QK0736
 QK0736                          STATION RECOVERY (1977)
 QK0736
 QK0736'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0736'RECOVERED AS DESCRIBED.
 QK0736
 QK0736                          STATION RECOVERY (1995)
 QK0736
 QK0736'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0736'RECOVERED IN GOOD CONDITION.
 QK0736
 QK0736                          STATION RECOVERY (2006)
 QK0736
 QK0736'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 QK0736'HOTEL STAFF SAYS THE TANK WAS REMOVED APPROX. 10 YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0727 ***********************************************************************
 QK0727  DESIGNATION -  MACKINAC ISLAND USLS 1851
 QK0727  PID         -  QK0727
 QK0727  STATE/COUNTY-  MI/MACKINAC
 QK0727  USGS QUAD   -  ROUND ISLAND (1976)
 QK0727
 QK0727                         *CURRENT SURVEY CONTROL
 QK0727  ___________________________________________________________________
 QK0727* NAD 83(1994)-  45 51 28.72080(N)    084 36 58.33763(W)     ADJUSTED  
 QK0727* NAVD 88     -       274.     (meters)     899.     (feet)  SCALED    
 QK0727  ___________________________________________________________________
 QK0727  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 QK0727  GEOID HEIGHT-         -35.57  (meters)                     GEOID03
 QK0727
 QK0727  HORZ ORDER  -  FIRST
 QK0727
 QK0727.The horizontal coordinates were established by classical geodetic methods
 QK0727.and adjusted by the National Geodetic Survey in February 1997..
 QK0727
 QK0727.The orthometric height was scaled from a topographic map.
 QK0727
 QK0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0727
 QK0727.The geoid height was determined by GEOID03.
 QK0727
 QK0727;                    North         East     Units Scale Factor Converg.
 QK0727;SPC MI N     -   122,223.955 8,185,087.737   MT  0.99993048   +1 43 22.7
 QK0727;SPC MI N     -   400,997.23 26,853,962.39   iFT  0.99993048   +1 43 22.7
 QK0727;UTM  16      - 5,081,031.373   685,052.926   MT  1.00002101   +1 42 40.1
 QK0727
 QK0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0727!SPC MI N     -   0.99996263  x   0.99993048  =   0.99989311
 QK0727!UTM  16      -   0.99996263  x   1.00002101  =   0.99998364
 QK0727
 QK0727:                Primary Azimuth Mark                     Grid Az
 QK0727:SPC MI N     -  RABBIT BACK RESET                        309 02 46.8
 QK0727:UTM  16      -  RABBIT BACK RESET                        309 03 29.4
 QK0727
 QK0727|---------------------------------------------------------------------|
 QK0727| PID    Reference Object                     Distance      Geod. Az  |
 QK0727|                                                           dddmmss.s |
 QK0727| QK0742 RABBIT BACK RESET                   APPROX.10.8 KM 3104609.5 |
 QK0727|---------------------------------------------------------------------|
 QK0727
 QK0727                          SUPERSEDED SURVEY CONTROL
 QK0727
 QK0727  NAD 83(1986)-  45 51 28.71306(N)    084 36 58.33655(W) AD(       ) 1
 QK0727  NAD 27      -  45 51 28.66880(N)    084 36 58.17880(W) AD(       ) 1
 QK0727
 QK0727.Superseded values are not recommended for survey control.
 QK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0727.See file dsdata.txt to determine how the superseded data were derived.
 QK0727
 QK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8505381031(NAD 83)
 QK0727
 QK0727  HISTORY     - Date     Condition        Report By
 QK0727  HISTORY     - 1851     MONUMENTED       COASUR
 QK0727  HISTORY     - 1917     SEE DESCRIPTION  USLS
 QK0727  HISTORY     - 1956     SEE DESCRIPTION  USLS
 QK0727  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 QK0727
 QK0727                          STATION DESCRIPTION
 QK0727
 QK0727'DESCRIBED BY US LAKE SURVEY 1917
 QK0727'ON SUMMIT OF MACKINAC ISLAND, AT FORT HOLMES.  MARK IS INTERSECTION
 QK0727'OF TWO DIAMETERS
 QK0727'OF CIRCLE, CUT IN SMALL GRANITE BOULDER.  IN 1917 CONCRETE MONUMENT,
 QK0727'20 INCHES SQUARE AND 4 FEET LONG
 QK0727'PROJECTING 8 INCHES ABOVE GROUND, WAS CENTERED OVER ORIGINAL MARK.
 QK0727
 QK0727                          STATION RECOVERY (1956)
 QK0727
 QK0727'RECOVERY NOTE BY US LAKE SURVEY 1956 (WNM)
 QK0727'THIS STATION MARK WAS DESTROYED IN 1934 AT THE TIME OF TRYING TO
 QK0727'EXTINGUISH THE
 QK0727'FIRE WHICH DESTROYED FORT HOLMES.  THIS FORT WAS REBUILT IN 1935.
 QK0727
 QK0727                          STATION RECOVERY (1995)
 QK0727
 QK0727'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0784 ***********************************************************************
 QK0784  DESIGNATION -  MACKINAC W BASE RM 2
 QK0784  PID         -  QK0784
 QK0784  STATE/COUNTY-  MI/EMMET
 QK0784  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0784
 QK0784                         *CURRENT SURVEY CONTROL
 QK0784  ___________________________________________________________________
 QK0784* NAD 83(1994)-  45 47 13.59633(N)    084 46 25.20754(W)     ADJUSTED  
 QK0784* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 QK0784  ___________________________________________________________________
 QK0784  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 QK0784  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QK0784
 QK0784  HORZ ORDER  -  SECOND
 QK0784
 QK0784.The horizontal coordinates were established by classical geodetic methods
 QK0784.and adjusted by the National Geodetic Survey in February 1997..
 QK0784
 QK0784.The orthometric height was scaled from a topographic map.
 QK0784
 QK0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0784
 QK0784.The geoid height was determined by GEOID03.
 QK0784
 QK0784;                    North         East     Units Scale Factor Converg.
 QK0784;SPC MI C     -   274,606.012 5,968,351.038   MT  1.00002132   -0 17 15.0
 QK0784;SPC MI C     -   900,938.36 19,581,204.19   iFT  1.00002132   -0 17 15.0
 QK0784;UTM  16      - 5,072,804.778   673,048.788   MT  0.99996817   +1 35 46.1
 QK0784
 QK0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0784!SPC MI C     -   0.99997482  x   1.00002132  =   0.99999614
 QK0784!UTM  16      -   0.99997482  x   0.99996817  =   0.99994299
 QK0784
 QK0784|---------------------------------------------------------------------|
 QK0784| PID    Reference Object                     Distance      Geod. Az  |
 QK0784|                                                           dddmmss.s |
 QK0784| QK0779 MACKINAC WEST BASE                   55.619 METERS 08410     |
 QK0784| CH1358 MACKINAC W BASE AZ MK RESET                        2605025.9 |
 QK0784|---------------------------------------------------------------------|
 QK0784
 QK0784                          SUPERSEDED SURVEY CONTROL
 QK0784
 QK0784  NAD 83(1986)-  45 47 13.58931(N)    084 46 25.20692(W) AD(       ) 2
 QK0784  NAD 27      -  45 47 13.54900(N)    084 46 25.02400(W) AD(       ) 2
 QK0784
 QK0784.Superseded values are not recommended for survey control.
 QK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0784.See file dsdata.txt to determine how the superseded data were derived.
 QK0784
 QK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7304972805(NAD 83)
 QK0784_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0784
 QK0784  HISTORY     - Date     Condition        Report By
 QK0784  HISTORY     - 1956     MONUMENTED       USLS
 QK0784
 QK0784                          STATION DESCRIPTION
 QK0784
 QK0784'DESCRIBED BY US LAKE SURVEY 1956 (WNM)
 QK0784'THE STATION IS LOCATED ABOUT 2 MILES WEST OF MACKINAW CITY AND ABOUT
 QK0784'1/4 MILE SOUTH OF THE
 QK0784'STRAITS OF MACKINAC AND IS ON COUNTY HIGHWAY PROPERTY.  IT IS 58 FEET
 QK0784'SOUTHWEST OF THE SOUTHEAST
 QK0784'CORNER OF A FRAME BUILDING WHICH IS A RELAY STATION OF THE
 QK0784'MICHIGAN BELL TELEPHONE COMPANY, 36 FEET
 QK0784'SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 QK0784'BUILDING, 26 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 2
 QK0784'FEET SOUTHEAST OF A 7 FOOT
 QK0784'CREOSOTED POLE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QK0784'STAMPED A MACKINAC W BASE USLS NO
 QK0784'2 1954.
 QK0784'
 QK0784'TO REACH THE STATION FROM THE INTERSECTION OF CENTRAL AVENUE AND
 QK0784'NICOLET STREET (STATE
 QK0784'HIGHWAY 108) IN THE WEST EDGE OF MACKINAW CITY, GO WEST ON CENTRAL
 QK0784'AVENUE AND A PAVED ROAD FOR 2.0
 QK0784'MILES TO A SHARP CURVE LEFT AND A GRAVEL ROAD RIGHT.  TURN RIGHT
 QK0784'AND GO NORTH ON THE GRAVEL ROAD FOR 0.5
 QK0784'MILE TO THE STATION ON THE RIGHT.
 QK0784'
 QK0784'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON A TRACK ROAD
 QK0784'FOR 0.3 MILE TO THE END OF
 QK0784'THE ROAD AND THE MARK.
 QK0784'
 QK0784'A MACKINAC W BASE (USLS) 1852 IS 24 FEET NORTHWEST OF THE NORTHEAST
 QK0784'CORNER OF A BRICK BUILDING
 QK0784'AND 12 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN ABANDONED BRICK
 QK0784'LIGHTHOUSE TOWER.  THE MARK IS A
 QK0784'BRASS PLUG WITH A CROSS IN THE TOP SET IN CONCRETE
 QK0784'1-1/2 FEET UNDERGROUND.
 QK0784'
 QK0784'THE AZIMUTH MARK IS IN THE EDGE OF A WOODED AREA, 23 FEET SOUTHWEST
 QK0784'OF THE TOP OF A CUT BANK
 QK0784'AND 14 FEET SOUTH OF A TRIANGULAR BLAZED, 8 INCH BIRCH TREE.  THE
 QK0784'MARK PROJECTS ABOUT 4 INCHES AND
 QK0784'THE DISK IS STAMPED A MACKINAC W BASE USLS 1954.
 QK0784'
 QK0784'THIS POINT WAS PRECISELY LOCATED SO THAT IT COULD BE USED INSTEAD OF
 QK0784'THE ORIGINAL STATION MARK.
 QK0784'THE OLD LIGHTHOUSE HAS BEEN MADE INTO A RESIDENCE AND SUMMER RETREAT
 QK0784'BY THE OWNER, MR. RALPH SHAW.
 QK0784'
 QK0784'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0779 ***********************************************************************
 QK0779  DESIGNATION -  MACKINAC WEST BASE
 QK0779  PID         -  QK0779
 QK0779  STATE/COUNTY-  MI/EMMET
 QK0779  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0779
 QK0779                         *CURRENT SURVEY CONTROL
 QK0779  ___________________________________________________________________
 QK0779* NAD 83(1994)-  45 47 13.77924(N)    084 46 22.64588(W)     ADJUSTED  
 QK0779* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 QK0779  ___________________________________________________________________
 QK0779  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 QK0779  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QK0779
 QK0779  HORZ ORDER  -  FIRST
 QK0779
 QK0779.The horizontal coordinates were established by classical geodetic methods
 QK0779.and adjusted by the National Geodetic Survey in February 1997..
 QK0779
 QK0779.The orthometric height was scaled from a topographic map.
 QK0779
 QK0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0779
 QK0779.The geoid height was determined by GEOID03.
 QK0779
 QK0779;                    North         East     Units Scale Factor Converg.
 QK0779;SPC MI C     -   274,611.382 5,968,406.399   MT  1.00002133   -0 17 13.2
 QK0779;SPC MI C     -   900,955.98 19,581,385.82   iFT  1.00002133   -0 17 13.2
 QK0779;UTM  16      - 5,072,811.964   673,103.939   MT  0.99996840   +1 35 47.9
 QK0779
 QK0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0779!SPC MI C     -   0.99997482  x   1.00002133  =   0.99999615
 QK0779!UTM  16      -   0.99997482  x   0.99996840  =   0.99994322
 QK0779
 QK0779:                Primary Azimuth Mark                     Grid Az
 QK0779:SPC MI C     -  MACKINAC IS GRAND HOTEL TANK             058 07 10.7
 QK0779:UTM  16      -  MACKINAC IS GRAND HOTEL TANK             056 14 09.6
 QK0779
 QK0779|---------------------------------------------------------------------|
 QK0779| PID    Reference Object                     Distance      Geod. Az  |
 QK0779|                                                           dddmmss.s |
 QK0779| QK0736 MACKINAC IS GRAND HOTEL TANK        APPROX.13.4 KM 0574957.5 |
 QK0779| QK0726 ROUND ISLAND LIGHT                  APPROX.13.7 KM 0630232.8 |
 QK0779| QK0731 MACKINAW CITY CG RADIO MAST         APPROX. 3.4 KM 0890456.5 |
 QK0779| CH1359 MACKINAC W BASE RM 1 RESET                         12016     |
 QK0779| CH1361 MACKINAC W BASE RM 1                 23.615 METERS 12018     |
 QK0779| CH1358 MACKINAC W BASE AZ MK RESET                        2612042.4 |
 QK0779| CH1360 MACKINAC W BASE AZ MK                              2612046.3 |
 QK0779| QK0784 MACKINAC W BASE RM 2                 55.619 METERS 26410     |
 QK0779|---------------------------------------------------------------------|
 QK0779
 QK0779                          SUPERSEDED SURVEY CONTROL
 QK0779
 QK0779  NAD 83(1986)-  45 47 13.77220(N)    084 46 22.64554(W) AD(       ) 1
 QK0779  NAD 27      -  45 47 13.73200(N)    084 46 22.46200(W) AD(       ) 1
 QK0779
 QK0779.Superseded values are not recommended for survey control.
 QK0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0779.See file dsdata.txt to determine how the superseded data were derived.
 QK0779
 QK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7310472812(NAD 83)
 QK0779
 QK0779  HISTORY     - Date     Condition        Report By
 QK0779  HISTORY     - 1852     MONUMENTED       USLS
 QK0779  HISTORY     - 1929     SEE DESCRIPTION  USLS
 QK0779  HISTORY     - 1952     SEE DESCRIPTION  USLS
 QK0779  HISTORY     - 1954     SEE DESCRIPTION  CGS
 QK0779
 QK0779                          STATION DESCRIPTION
 QK0779
 QK0779'DESCRIBED BY US LAKE SURVEY 1929 (RLP)
 QK0779'IN FRONT OF OLD MCGULPIN POINT LIGHTHOUSE, STRAITS
 QK0779'OF MACKINAC, 23.6
 QK0779'FEET FROM NORTHEAST CORNER OF LIGHTHOUSE DWELLING, AND 13.1
 QK0779'FEET FROM FRONT ANGLE OF LIGHTHOUSE
 QK0779'TOWER (ANGLE FORMED BY THE NORTHEAST FACE OF
 QK0779'TOWER AND NORTH BUTTRESS OF TOWER).  TO REACH FROM
 QK0779'MACKINAW CITY, FOLLOW MAIN
 QK0779'STREET THROUGH TOWN AWAY FROM WATER FRONT TO POINT WHERE ROAD TURNS
 QK0779'ABRUPTLY LEFT, TURN RIGHT
 QK0779'AND FOLLOW ROAD TO LIGHTHOUSE.  SURFACE MARK IS INTERSECTION OF
 QK0779'TWO LINES ON END OF 3/8-INCH BRASS
 QK0779'BOLT CEMENTED INTO LIMESTONE POST, ABOUT 20
 QK0779'INCHES BELOW SURFACE OF GROUND.  UNDERGROUND MARK IS
 QK0779'1/8-INCH HOLE IN 1 1/2-INCH
 QK0779'BRASS PLUG, IN CENTER OF CONCRETE-FILLED SUGAR BARREL, 4 FEET BELOW
 QK0779'SURFACE OF GROUND.
 QK0779
 QK0779                          STATION RECOVERY (1952)
 QK0779
 QK0779'RECOVERY NOTE BY US LAKE SURVEY 1952
 QK0779'STATION RECOVERED IN GOOD CONDITION.  LOCATED DIRECTLY IN FRONT OF
 QK0779'OLD LIGHTHOUSE AT
 QK0779'MCGULPIN POINT, 22 FEET FROM BANK EDGE, 45 FEET W OF CENTERLINE
 QK0779'OF DIRT ROAD AT POINT WHERE IT
 QK0779'BREAKS OVER BANK EDGE.  MARKED BY A
 QK0779'CROSS ON BRASS PLUG IN CENTER OF CONCRETE
 QK0779'MONUMENT 1.5 FEET BELOW GROUND SURFACE.
 QK0779'
 QK0779'OLD LIGHTHOUSE DWELLING AND TOWER STILL STANDING, BUT LIGHT
 QK0779'ABANDONED.
 QK0779'
 QK0779'TO REACH STATION FROM CENTRAL AND NICOLET AVES. IN MACKINAW CITY, GO
 QK0779'W ON CENTRAL
 QK0779'(CECIL BAY ROAD) 2 MILES, TURN RIGHT 0.4 MILES, TURN RIGHT
 QK0779'INTO OLD LIGHTHOUSE PROPERTY.
 QK0779'
 QK0779'A TRIANGLE BLAZED 11-IN BIRCH BEARS N 75 DEG E, 50.4 FT FROM STATION.
 QK0779'
 QK0779'A TRIANGLE BLAZED 7-IN MAPLE BEARS S 19 DEG E, 74.4 FT FROM STATION.
 QK0779'
 QK0779'A TRIANGLE BLAZED 20-IN BLACK WALNUT BEARS S 75 DEG E, 101.4 FT FROM
 QK0779'STATION.
 QK0779'
 QK0779'A TRIANGLE BLAZED TELEPHONE POLE ON W SIDE OF ROAD, 3 FEET E OF WEST
 QK0779'ROAD FENCE BEARS S 72
 QK0779'DEG W, 190.2 FEET FROM STATION.
 QK0779
 QK0779                          STATION RECOVERY (1954)
 QK0779
 QK0779'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0779'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  TWO
 QK0779'REFERENCE MARKS AND A
 QK0779'NEW AZIMUTH MARK WERE SET.  NEW MARKS ARE STANDARD BRONZE
 QK0779'DISKS SET IN CONCRETE AS
 QK0779'DESCRIBED BY NOTES 11A, AND AZIMUTH MARK 16B.
 QK0779'
 QK0779'REACHED FROM THE INTERSECTION OF 4TH STREET (STATE HIGHWAY 31) AND
 QK0779'CENTRAL AVENUE IN
 QK0779'MACKINAW CITY BY GOING WEST ON CENTRAL AVENUE FOR 2.0
 QK0779'MILES TO A T-INTERSECTION, TURN
 QK0779'RIGHT (NORTH) FOR 0.5 MILE TO THE MICHIGAN
 QK0779'BELL TELEPHONE COMPANY CARRIER-HUT BUILDING, TURN
 QK0779'RIGHT FOR 182 FEET TO
 QK0779'THE OLD MCGULPIN POINT LIGHTHOUSE AND STATION AS DESCRIBED.
 QK0779'
 QK0779'REFERENCE MARK 1 IS 61 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 QK0779'OF LIGHTHOUSE
 QK0779'DWELLING.  THE MARK PROJECTS 5 INCHES AND IS STAMPED, A
 QK0779'MACKINAC W BASE USLS, 1954 RM 1.
 QK0779'
 QK0779'REFERENCE MARK 2 IS 35 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 QK0779'MICHIGAN BELL
 QK0779'TELEPHONE COMPANY CARRIER-HUT BUILDING, AND 7.4 FEET NORTH
 QK0779'OF A 1-INCH IRON PIPE DRIVEN IN
 QK0779'THE HEDGE.  THE MARK PROJECTS 6 INCHES AND
 QK0779'IS STAMPED, A MACKINAC W BASE USLS, 1954 RM 2.
 QK0779'
 QK0779'TO AZIMUTH MARK IS 13.6 FEET SOUTH OF A TRIANGULAR-BLAZED WHITE
 QK0779'BIRCH TREE (6
 QK0779'INCHES IN DIAMETER), 23 FEET SOUTHWEST OF A CUT BANK, AND
 QK0779'ALONG AN EDGE OF WOODS TO THE
 QK0779'WEST OF A PIPELINE CLEARING.  THE MARK PROJECTS
 QK0779'4 INCHES AND IS STAMPED A MACKINAC W BASE 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8052 ***********************************************************************
 AA8052  DESIGNATION -  MACKINAW
 AA8052  PID         -  AA8052
 AA8052  STATE/COUNTY-  MI/CHEBOYGAN
 AA8052  USGS QUAD   -  
 AA8052
 AA8052                         *CURRENT SURVEY CONTROL
 AA8052  ___________________________________________________________________
 AA8052* NAD 83(1994)-  45 39 05.26093(N)    084 27 57.02622(W)     ADJUSTED  
 AA8052* NAVD 88     -       178.097  (meters)     584.31   (feet)  ADJUSTED  
 AA8052  ___________________________________________________________________
 AA8052  X           -     430,717.088 (meters)                     COMP
 AA8052  Y           -  -4,445,386.661 (meters)                     COMP
 AA8052  Z           -   4,538,353.971 (meters)                     COMP
 AA8052  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 AA8052  ELLIP HEIGHT-         142.12  (meters)          (07/12/02) GPS OBS
 AA8052  GEOID HEIGHT-         -35.96  (meters)                     GEOID03
 AA8052  DYNAMIC HT  -         178.095 (meters)     584.30  (feet)  COMP
 AA8052  MODELED GRAV-     980,599.3   (mgal)                       NAVD 88
 AA8052
 AA8052  HORZ ORDER  -  A
 AA8052  VERT ORDER  -  FIRST     CLASS II
 AA8052  ELLP ORDER  -  THIRD     CLASS II
 AA8052
 AA8052.This is a reference station for the CHEBOYGAN 1
 AA8052.National Continuously Operating Reference Station (CHB1).
 AA8052
 AA8052.The horizontal coordinates were established by GPS observations
 AA8052.and adjusted by the National Geodetic Survey in September 1995..
 AA8052
 AA8052.The orthometric height was determined by differential leveling
 AA8052.and adjusted by the National Geodetic Survey in July 2002..
 AA8052
 AA8052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8052
 AA8052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8052
 AA8052.The ellipsoidal height was determined by GPS observations
 AA8052.and is referenced to NAD 83.
 AA8052
 AA8052.The geoid height was determined by GEOID03.
 AA8052
 AA8052.The dynamic height is computed by dividing the NAVD 88
 AA8052.geopotential number by the normal gravity value computed on the
 AA8052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8052.degrees latitude (g = 980.6199 gals.).
 AA8052
 AA8052.The modeled gravity was interpolated from observed gravity values.
 AA8052
 AA8052;                    North         East     Units Scale Factor Converg.
 AA8052;SPC MI C     -   259,454.469 5,992,269.652   MT  0.99998914   -0 04 12.2
 AA8052;SPC MI C     -   851,228.57 19,659,677.34   iFT  0.99998914   -0 04 12.2
 AA8052;UTM  16      - 5,058,447.227   697,452.856   MT  1.00007935   +1 48 45.9
 AA8052
 AA8052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8052!SPC MI C     -   0.99997772  x   0.99998914  =   0.99996686
 AA8052!UTM  16      -   0.99997772  x   1.00007935  =   1.00005707
 AA8052
 AA8052                          SUPERSEDED SURVEY CONTROL
 AA8052
 AA8052  ELLIP H (09/21/95)  142.14   (m)                       GP(       ) 2 1
 AA8052  NAVD 88 (03/31/97)  178.10   (m)          584.3    (f) LEVELING    3  
 AA8052
 AA8052.Superseded values are not recommended for survey control.
 AA8052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8052.See file dsdata.txt to determine how the superseded data were derived.
 AA8052
 AA8052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9745358447(NAD 83)
 AA8052_MARKER: I = METAL ROD
 AA8052_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8052_STAMPING: MACKINAW 1994
 AA8052_MARK LOGO: NGS   
 AA8052_PROJECTION: FLUSH
 AA8052_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8052+SATELLITE: SATELLITE OBSERVATIONS - May 31, 1996
 AA8052_ROD/PIPE-DEPTH: 5.49 meters
 AA8052_SLEEVE-DEPTH  : 1.22 meters
 AA8052
 AA8052  HISTORY     - Date     Condition        Report By
 AA8052  HISTORY     - 1994     MONUMENTED       NGS
 AA8052  HISTORY     - 19960314 GOOD             NGS
 AA8052  HISTORY     - 19960531 GOOD             NGS
 AA8052  HISTORY     - 20060628 POOR             USCG
 AA8052
 AA8052                          STATION DESCRIPTION
 AA8052
 AA8052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8052'THE STATION IS LOCATED IN CHEBOYGAN, AT THE U.S. COAST GUARD STATION,
 AA8052'SOUTHEAST OF THE USCC BUILDING.  OWNERSHIP--U.S. GOVERNMENT, U.S.
 AA8052'COAST GUARD MACKINAW, CHEBOYGAN MI 49721, PHONE 616-627-3181 ATTENTION
 AA8052'E.O.
 AA8052' 
 AA8052'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 23 AND 27 IN
 AA8052'CHEBOYGAN, GO SOUTH ON HIGHWAY 23 (STATE ST) FOR 0.2 MI (0.3 KM) TO A
 AA8052'SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY FOR 0.45 MI (0.72 KM) TO
 AA8052'THE COAST GUARD GROUNDS AND THE STATION.
 AA8052' 
 AA8052'LOCATED 120.0 FT (36.6 M) SOUTH FROM A LIGHT POLE, 81.0 FT (24.7 M)
 AA8052'EAST FROM A LIGHT POLE, 71.0 FT (21.6 M) SOUTHEAST FROM THE EDGE OF A
 AA8052'PARKING LOT AND 45.0 FT (13.7 M) EAST-NORTHEAST FROM A WITNESS POST.
 AA8052
 AA8052                          STATION RECOVERY (1996)
 AA8052
 AA8052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA8052'0.3 KM (0.20 MI) SOUTHERLY ALONG U.S.  HIGHWAY 23 FROM THE JUNCTION OF
 AA8052'STATE HIGHWAY 7 IN CHEBOYGAN, THENCE 0.8 KM (0.50 MI) NORTHEASTERLY
 AA8052'ALONG COAST GUARD DRIVE, 36.6 M (120.1 FT) SOUTH OF A SECURITY LIGHT,
 AA8052'29.2 M (95.8 FT) EAST OF THE DRIVE CENTER, 24.7 M (81.0 FT) EAST OF A
 AA8052'SECURITY LIGHT, 21.6 M (70.9 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 AA8052'PARKING LOT, 13.7 M (44.9 FT) EAST-NORTHEAST OF A WITNESS POST AND THE
 AA8052'NORTHWEST END OF A SIGN (U.S.  COAST GUARD) , AND 0.3 M (1.0 FT) BELOW
 AA8052'THE LEVEL OF THE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AA8052'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AA8052'FOR A CLASS A MARK.
 AA8052
 AA8052                          STATION RECOVERY (1996)
 AA8052
 AA8052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JAS)
 AA8052'RECOVERED AS DESCRIBED.
 AA8052
 AA8052                          STATION RECOVERY (2006)
 AA8052
 AA8052'RECOVERY NOTE BY US COAST GUARD 2006 (JFC)
 AA8052'MARK COVER PLATE IS SPLIT INTO 2 PIECES,  1 ATTACHED BY HINGE, THE
 AA8052'OTHER PIECE IS FREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0731 ***********************************************************************
 QK0731  DESIGNATION -  MACKINAW CITY CG RADIO MAST
 QK0731  PID         -  QK0731
 QK0731  STATE/COUNTY-  MI/CHEBOYGAN
 QK0731  USGS QUAD   -  ST IGNACE (1976)
 QK0731
 QK0731                         *CURRENT SURVEY CONTROL
 QK0731  ___________________________________________________________________
 QK0731* NAD 83(1994)-  45 47 15.51657(N)    084 43 44.90442(W)     ADJUSTED  
 QK0731* NAVD 88     -                                                        
 QK0731  ___________________________________________________________________
 QK0731  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 QK0731  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0731
 QK0731  HORZ ORDER  -  THIRD
 QK0731
 QK0731.The horizontal coordinates were established by classical geodetic methods
 QK0731.and adjusted by the National Geodetic Survey in February 1997..
 QK0731
 QK0731
 QK0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0731
 QK0731.The geoid height was determined by GEOID03.
 QK0731
 QK0731;                    North         East     Units Scale Factor Converg.
 QK0731;SPC MI C     -   274,648.874 5,971,813.879   MT  1.00002145   -0 15 21.8
 QK0731;SPC MI C     -   901,078.98 19,592,565.22   iFT  1.00002145   -0 15 21.8
 QK0731;UTM  16      - 5,072,961.447   676,508.189   MT  0.99998303   +1 37 41.1
 QK0731
 QK0731                          SUPERSEDED SURVEY CONTROL
 QK0731
 QK0731  NAD 83(1986)-  45 47 15.50942(N)    084 43 44.90379(W) AD(       ) 4
 QK0731  NAD 27      -  45 47 15.46700(N)    084 43 44.73000(W) AD(       ) 3
 QK0731
 QK0731.Superseded values are not recommended for survey control.
 QK0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0731.See file dsdata.txt to determine how the superseded data were derived.
 QK0731
 QK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7650872961(NAD 83)
 QK0731
 QK0731  HISTORY     - Date     Condition        Report By
 QK0731  HISTORY     - 1954     MONUMENTED       CGS
 QK0731  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0731  HISTORY     - 20030607 MARK NOT FOUND   USPSQD
 QK0731
 QK0731                          STATION DESCRIPTION
 QK0731
 QK0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0731'STATION IS LOCATED IN THE NORTHERN PART OF MACKINAW CITY, AT THE
 QK0731'U.S. COAST GUARD
 QK0731'HEADQUARTERS AND ADJACENT TO THE LIGHTHOUSE AND LAKE
 QK0731'SHORE.  POINT SIGHTED UPON WAS THE
 QK0731'CENTER OF THE TOP OF THE MAST.
 QK0731
 QK0731                          STATION RECOVERY (1956)
 QK0731
 QK0731'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0731'THIS STATION WAS ESTABLISHED AND LISTED IN 1954 BY C.T. HUSEMEYER AS
 QK0731'MACKINAW CITY, U.S. COAST GUARD
 QK0731'RADIO MAST.  THE MAST IS 130 FEET HIGH.  THE REMAINDER OF THE OLD
 QK0731'DESCRIPTION IS ADEQUATE.
 QK0731
 QK0731                          STATION RECOVERY (2003)
 QK0731
 QK0731'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 QK0731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0734 ***********************************************************************
 QK0734  DESIGNATION -  MACKINAW CITY MUNICIPAL TANK
 QK0734  PID         -  QK0734
 QK0734  STATE/COUNTY-  MI/CHEBOYGAN
 QK0734  USGS QUAD   -  ST IGNACE (1976)
 QK0734
 QK0734                         *CURRENT SURVEY CONTROL
 QK0734  ___________________________________________________________________
 QK0734* NAD 83(1994)-  45 47 01.45001(N)    084 43 24.98656(W)     ADJUSTED  
 QK0734* NAVD 88     -                                                        
 QK0734  ___________________________________________________________________
 QK0734  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 QK0734  GEOID HEIGHT-         -35.43  (meters)                     GEOID03
 QK0734
 QK0734  HORZ ORDER  -  THIRD
 QK0734
 QK0734.The horizontal coordinates were established by classical geodetic methods
 QK0734.and adjusted by the National Geodetic Survey in February 1997..
 QK0734
 QK0734
 QK0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0734
 QK0734.The geoid height was determined by GEOID03.
 QK0734
 QK0734;                    North         East     Units Scale Factor Converg.
 QK0734;SPC MI C     -   274,212.667 5,972,242.193   MT  1.00002045   -0 15 07.7
 QK0734;SPC MI C     -   899,647.86 19,593,970.45   iFT  1.00002045   -0 15 07.7
 QK0734;UTM  16      - 5,072,539.574   676,950.597   MT  0.99998496   +1 37 55.0
 QK0734
 QK0734                          SUPERSEDED SURVEY CONTROL
 QK0734
 QK0734  NAD 83(1986)-  45 47 01.44289(N)    084 43 24.98602(W) AD(       ) 4
 QK0734  NAD 27      -  45 47 01.40200(N)    084 43 24.80500(W) AD(       ) 3
 QK0734
 QK0734.Superseded values are not recommended for survey control.
 QK0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0734.See file dsdata.txt to determine how the superseded data were derived.
 QK0734
 QK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7695172540(NAD 83)
 QK0734
 QK0734  HISTORY     - Date     Condition        Report By
 QK0734  HISTORY     - 1954     MONUMENTED       CGS
 QK0734  HISTORY     - 1956     SEE DESCRIPTION  CGS
 QK0734  HISTORY     - 1977     GOOD             NGS
 QK0734  HISTORY     - 20060920 MARK NOT FOUND   GEOCAC
 QK0734
 QK0734                          STATION DESCRIPTION
 QK0734
 QK0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (CTH)
 QK0734'STATION IS LOCATED IN THE EASTERN PART OF MACKINAW CITY ADJACENT TO
 QK0734'THE SHORELINE.
 QK0734'THE TANK IS A STANDARD FOUR-TRUSS TOWER AND ABOUT 125
 QK0734'FEET HIGH.  POINT SIGHTED UPON WAS
 QK0734'CENTER OF PEAK OF ROOF, A SMALL BALL
 QK0734'ATOP SAME.
 QK0734
 QK0734                          STATION RECOVERY (1956)
 QK0734
 QK0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0734'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE OLD DESCRIPTON IS
 QK0734'ADEQUATE.
 QK0734
 QK0734                          STATION RECOVERY (1977)
 QK0734
 QK0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0734'RECOVERED AS DESCRIBED.
 QK0734
 QK0734                          STATION RECOVERY (2006)
 QK0734
 QK0734'RECOVERY NOTE BY GEOCACHING 2006 (RFC)
 QK0734'MARK AS DESCRIBED HAS BEEN REPLACED BY A GOLF BALL STYLE, SINGLE
 QK0734'PEDESTAL TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0786 ***********************************************************************
 QK0786  DESIGNATION -  MACKINAW CITY RAD KQL 25 MAST
 QK0786  PID         -  QK0786
 QK0786  STATE/COUNTY-  MI/EMMET
 QK0786  USGS QUAD   -  MC GULPIN POINT (1976)
 QK0786
 QK0786                         *CURRENT SURVEY CONTROL
 QK0786  ___________________________________________________________________
 QK0786* NAD 83(1994)-  45 46 16.82913(N)    084 45 04.40001(W)     ADJUSTED  
 QK0786* NAVD 88     -                                                        
 QK0786  ___________________________________________________________________
 QK0786  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 QK0786  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QK0786
 QK0786  HORZ ORDER  -  THIRD
 QK0786
 QK0786.The horizontal coordinates were established by classical geodetic methods
 QK0786.and adjusted by the National Geodetic Survey in February 1997..
 QK0786
 QK0786
 QK0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0786
 QK0786.The geoid height was determined by GEOID03.
 QK0786
 QK0786;                    North         East     Units Scale Factor Converg.
 QK0786;SPC MI C     -   272,844.841 5,970,088.184   MT  1.00001728   -0 16 18.0
 QK0786;SPC MI C     -   895,160.24 19,586,903.49   iFT  1.00001728   -0 16 18.0
 QK0786;UTM  16      - 5,071,101.735   674,842.796   MT  0.99997584   +1 36 42.5
 QK0786
 QK0786                          SUPERSEDED SURVEY CONTROL
 QK0786
 QK0786  NAD 83(1986)-  45 46 16.82244(N)    084 45 04.39955(W) AD(       ) 4
 QK0786  NAD 27      -  45 46 16.78021(N)    084 45 04.21861(W) AD(       ) 3
 QK0786
 QK0786.Superseded values are not recommended for survey control.
 QK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0786.See file dsdata.txt to determine how the superseded data were derived.
 QK0786
 QK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR7484371102(NAD 83)
 QK0786_MARKER: 42 = RADIO/TV MAST
 QK0786
 QK0786  HISTORY     - Date     Condition        Report By
 QK0786  HISTORY     - 1965     FIRST OBSERVED   CGS
 QK0786  HISTORY     - 1975     GOOD             NGS
 QK0786
 QK0786                          STATION DESCRIPTION
 QK0786
 QK0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QK0786'STATION IS THE RED LIGHT AT THE TOP OF THE MAST.  IT IS A
 QK0786'GUYED 3 LEGGED
 QK0786'STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL ORANGE
 QK0786'AND WHITE WITH REFLECTOR FANS AND
 QK0786'A BLINKING RED LIGHT AT THE TOP.  THE OVERALL HEIGHT
 QK0786'OF THE STRUCTURE IS 260 FEET.
 QK0786'
 QK0786'LOCATED ABOUT 1 MILE WEST OF MACKINAW CITY AND IS OWNED BY THE SOO
 QK0786'MICRO-WAVE CO., BUT IS
 QK0786'MAINTAINED BY THE GREAT LAKES CABLE COMPANY OF PETOSKY, MICHIGAN.
 QK0786'
 QK0786'TO REACH THE MAST FROM THE INTERSECTION OF WEST CENTRAL AVE. AND
 QK0786'SOUTH FARLEY ST.  IN THE WEST
 QK0786'EDGE OF MACKINAW CITY, GO SOUTHERLY ON FARLEY ST. FOR 0.6 MILE TO THE
 QK0786'MAST ON THE LEFT.
 QK0786
 QK0786                          STATION RECOVERY (1975)
 QK0786
 QK0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (WOM)
 QK0786'MACKINAW CITY, RADIO STATION KQL 25, MAST WAS RECOVERED AS
 QK0786'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0872 ***********************************************************************
 QK0872  DESIGNATION -  MACKPORT
 QK0872  PID         -  QK0872
 QK0872  STATE/COUNTY-  MI/MACKINAC
 QK0872  USGS QUAD   -  ST IGNACE (1976)
 QK0872
 QK0872                         *CURRENT SURVEY CONTROL
 QK0872  ___________________________________________________________________
 QK0872* NAD 83(1994)-  45 51 51.37293(N)    084 38 18.89825(W)     ADJUSTED  
 QK0872* NAVD 88     -       224.2    (meters)     736.     (feet)  GPS OBS   
 QK0872  ___________________________________________________________________
 QK0872  X           -     415,732.356 (meters)                     COMP
 QK0872  Y           -  -4,429,826.109 (meters)                     COMP
 QK0872  Z           -   4,554,890.216 (meters)                     COMP
 QK0872  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 QK0872  ELLIP HEIGHT-         188.64  (meters)          (07/17/02) GPS OBS
 QK0872  GEOID HEIGHT-         -35.53  (meters)                     GEOID03
 QK0872
 QK0872  HORZ ORDER  -  FIRST
 QK0872  ELLP ORDER  -  FOURTH    CLASS I
 QK0872
 QK0872.The horizontal coordinates were established by GPS observations
 QK0872.and adjusted by the National Geodetic Survey in February 1997..
 QK0872
 QK0872.The orthometric height was determined by GPS observations and a
 QK0872.high-resolution geoid model.
 QK0872
 QK0872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0872
 QK0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0872
 QK0872.The ellipsoidal height was determined by GPS observations
 QK0872.and is referenced to NAD 83.
 QK0872
 QK0872.The geoid height was determined by GEOID03.
 QK0872
 QK0872;                    North         East     Units Scale Factor Converg.
 QK0872;SPC MI N     -   122,870.966 8,183,329.907   MT  0.99992968   +1 42 24.5
 QK0872;SPC MI N     -   403,119.97 26,848,195.23   iFT  0.99992968   +1 42 24.5
 QK0872;UTM  16      - 5,081,678.800   683,295.075   MT  1.00001305   +1 41 42.9
 QK0872
 QK0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0872!SPC MI N     -   0.99997043  x   0.99992968  =   0.99990011
 QK0872!UTM  16      -   0.99997043  x   1.00001305  =   0.99998348
 QK0872
 QK0872|---------------------------------------------------------------------|
 QK0872| PID    Reference Object                     Distance      Geod. Az  |
 QK0872|                                                           dddmmss.s |
 QK0872| QK0873 MACKPORT AZ MK                      397.469 METERS 25323     |
 QK0872|---------------------------------------------------------------------|
 QK0872
 QK0872                          SUPERSEDED SURVEY CONTROL
 QK0872
 QK0872  ELLIP H (02/03/97)  188.67   (m)                       GP(       ) 4 1
 QK0872  NAD 83(1986)-  45 51 51.36219(N)    084 38 18.89747(W) AD(       ) 1
 QK0872  NAD 83(1986)-  45 51 51.36216(N)    084 38 18.89794(W) AD(       ) 3
 QK0872  NGVD 29 (03/27/91)  224.3    (m)          736.     (f) GPS OBS        
 QK0872
 QK0872.Superseded values are not recommended for survey control.
 QK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0872.See file dsdata.txt to determine how the superseded data were derived.
 QK0872
 QK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8329581679(NAD 83)
 QK0872_MARKER: I = METAL ROD
 QK0872_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0872_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0872_STAMPING: MACKPORT 1989
 QK0872_MARK LOGO: NGS   
 QK0872_PROJECTION: FLUSH
 QK0872_MAGNETIC: I = MARKER IS A STEEL ROD
 QK0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0872+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QK0872_ROD/PIPE-DEPTH: 6.2  meters
 QK0872_SLEEVE-DEPTH  : 1.0 meters
 QK0872
 QK0872  HISTORY     - Date     Condition        Report By
 QK0872  HISTORY     - 1989     MONUMENTED       NGS
 QK0872
 QK0872                          STATION DESCRIPTION
 QK0872
 QK0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0872'THE STATION IS LOCATED ON MACKINAC ISLAND, ABOUT 6.9 KM (4.30 MI) EAST
 QK0872'OF ST. IGNACE, AT THE MACKINAC ISLAND AIRPORT, IN THE WEST END OF THE
 QK0872'2ND GRASS STRIP WEST FROM THE EAST END OF THE RUNWAY.
 QK0872'OWNERSHIP---MACKINAC ISLAND STATE PARK COMMISION, C/O AIRPORT MANAGER
 QK0872'GEORGE BODWIN, P.O.BOX 370, MACKINAC ISLAND MI 49759.  PHONE IS (906)
 QK0872'847-3231 OR HOME (906) 847-3595.
 QK0872'TO REACH THE STATION FROM THE ENTRANCE GATE TO THE APRON, ON THE WEST
 QK0872'SIDE OF THE AIRPORT OFFICE, GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE
 QK0872'APRON TO THE PARALLEL TAXIWAY.  TURN LEFT AND GO WEST FOR 0.3 KM
 QK0872'(0.20 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT JUST
 QK0872'BEFORE A CONNECTING TAXIWAY RIGHT.
 QK0872'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0872'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 6.2 METERS IN A GREASE
 QK0872'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 QK0872'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 QK0872'50.9 M (167.0 FT) EAST FROM THE EAST EDGE OF A CONNECTING TAXIWAY,
 QK0872'35.7 M (117.1 FT) SOUTH FROM THE SOUTH EDGE OF THE RUNWAY, 20.5 M
 QK0872'(67.3 FT) NORTH FROM THE NORTH EDGE OF THE PARALLEL TAXIWAY AND 7.1 M
 QK0872'(23.3 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A 0.6 METER BY 0.6
 QK0872'METER METAL DRAIN COVER.
 QK0872'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QK0872'NOTE-AIRPORT IS VERY BUSY.
 QK0872'NOTE-THE GATE IS LOCKED CALL IN ADVANCE.
 QK0872'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0873 ***********************************************************************
 QK0873  DESIGNATION -  MACKPORT AZ MK
 QK0873  PID         -  QK0873
 QK0873  STATE/COUNTY-  MI/MACKINAC
 QK0873  USGS QUAD   -  ST IGNACE (1976)
 QK0873
 QK0873                         *CURRENT SURVEY CONTROL
 QK0873  ___________________________________________________________________
 QK0873* NAD 83(1994)-  45 51 47.69072(N)    084 38 36.55505(W)     ADJUSTED  
 QK0873* NAVD 88     -       220.4    (meters)     723.     (feet)  GPS OBS   
 QK0873  ___________________________________________________________________
 QK0873  X           -     415,360.524 (meters)                     COMP
 QK0873  Y           -  -4,429,940.325 (meters)                     COMP
 QK0873  Z           -   4,554,808.362 (meters)                     COMP
 QK0873  LAPLACE CORR-          -4.48  (seconds)                    DEFLEC99
 QK0873  ELLIP HEIGHT-         184.90  (meters)          (07/12/02) GPS OBS
 QK0873  GEOID HEIGHT-         -35.52  (meters)                     GEOID03
 QK0873
 QK0873  HORZ ORDER  -  FIRST
 QK0873  ELLP ORDER  -  FOURTH    CLASS II
 QK0873
 QK0873.This mark is at Mackinac Island Airport (Y84)
 QK0873
 QK0873.The horizontal coordinates were established by GPS observations
 QK0873.and adjusted by the National Geodetic Survey in September 1995..
 QK0873
 QK0873.The orthometric height was determined by GPS observations and a
 QK0873.high-resolution geoid model.
 QK0873
 QK0873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QK0873
 QK0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0873
 QK0873.The ellipsoidal height was determined by GPS observations
 QK0873.and is referenced to NAD 83.
 QK0873
 QK0873.The geoid height was determined by GEOID03.
 QK0873
 QK0873;                    North         East     Units Scale Factor Converg.
 QK0873;SPC MI N     -   122,746.006 8,182,952.622   MT  0.99992981   +1 42 11.7
 QK0873;SPC MI N     -   402,709.99 26,846,957.42   iFT  0.99992981   +1 42 11.7
 QK0873;UTM  16      - 5,081,553.906   682,917.734   MT  1.00001135   +1 41 30.1
 QK0873
 QK0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0873!SPC MI N     -   0.99997101  x   0.99992981  =   0.99990083
 QK0873!UTM  16      -   0.99997101  x   1.00001135  =   0.99998236
 QK0873
 QK0873|---------------------------------------------------------------------|
 QK0873| PID    Reference Object                     Distance      Geod. Az  |
 QK0873|                                                           dddmmss.s |
 QK0873| QK0872 MACKPORT                            397.469 METERS 07323     |
 QK0873|---------------------------------------------------------------------|
 QK0873
 QK0873                          SUPERSEDED SURVEY CONTROL
 QK0873
 QK0873  ELLIP H (09/20/95)  184.92   (m)                       GP(       ) 1 2
 QK0873  NAD 83(1986)-  45 51 47.67560(N)    084 38 36.56094(W) AD(       ) 1
 QK0873  NAD 83(1986)-  45 51 47.67557(N)    084 38 36.56138(W) AD(       ) 3
 QK0873  NGVD 29 (03/27/91)  220.8    (m)          724.     (f) GPS OBS        
 QK0873
 QK0873.Superseded values are not recommended for survey control.
 QK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0873.See file dsdata.txt to determine how the superseded data were derived.
 QK0873
 QK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8291881554(NAD 83)
 QK0873_MARKER: I = METAL ROD
 QK0873_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QK0873_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QK0873_STAMPING: MACKPORT AZ MK 1989
 QK0873_MARK LOGO: NGS   
 QK0873_PROJECTION: FLUSH
 QK0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QK0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QK0873+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1994
 QK0873_ROD/PIPE-DEPTH: 14.7 meters
 QK0873_SLEEVE-DEPTH  : 1.0 meters
 QK0873
 QK0873  HISTORY     - Date     Condition        Report By
 QK0873  HISTORY     - 1989     MONUMENTED       NGS
 QK0873  HISTORY     - 19940616 GOOD             NGS
 QK0873
 QK0873                          STATION DESCRIPTION
 QK0873
 QK0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QK0873'THE STATION IS LOCATED ON MACKINAC ISLAND, ABOUT 6.9 KM (4.30 MI) EAST
 QK0873'OF ST. IGNACE, AT THE MACKINAC ISLAND AIRPORT, IN THE SOUTHWEST CORNER
 QK0873'OF THE WESTERNMOST ONE OF THREE GRASS STRIPS BETWEEN THE RUNWAY AND
 QK0873'THE PARALLEL TAXIWAY.  OWNERSHIP--MACKINAC ISLAND STATE PARK
 QK0873'COMMISSION, C/O AIRPORT MANAGER GEORGE BODWIN, P.O.BOX 370, MACKINAC
 QK0873'ISLAND MI 49759.  PHONE IS (906) 847-3231 OR HOME (906) 847-3595.
 QK0873'TO REACH THE STATION FROM THE APRON ENTRANCE GATE ON THE WEST SIDE OF
 QK0873'THE AIRPORT OFFICE, GO NORTH FOR 0.1 KM (0.05 MI) ACROSS THE APRON TO
 QK0873'THE PARALLEL TAXIWAY.  TURN LEFT AND GO WEST FOR 0.7 KM (0.45 MI) FOR
 QK0873'0.7 KM (0.45 MI) ON THE PARALLEL TAXIWAY TO THE STATION ON THE RIGHT
 QK0873'JUST BEFORE A CONNECTING TAXIWAY RIGHT.
 QK0873'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QK0873'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 14.7 METERS IN A
 QK0873'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 QK0873'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 QK0873'LOCATED 48.9 M (160.4 FT) SOUTH OF THE SOUTH EDGE OF THE RUNWAY, 25.2
 QK0873'M (82.7 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 0.6 METER BY 0.6
 QK0873'METER METAL DRAIN COVER, 11.1 M (36.4 FT) EAST OF THE CURVING EAST
 QK0873'EDGE OF A CONNECTING TAXIWAY AND 7.3 M (24.0 FT) NORTH OF THE NORTH
 QK0873'EDGE OF THE PARALLEL TAXIWAY.
 QK0873'DESCRIBED BY K.L.FANCHER  (TYPED BY KLF).
 QK0873'NOTE-AIRPORT IS VERY BUSY.
 QK0873'NOTE-GATE IS LOCKED, CALL IN ADVANCE.
 QK0873'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QK0873
 QK0873                          STATION RECOVERY (1994)
 QK0873
 QK0873'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (GRH)
 QK0873'NOTE--ISLAND REACHED ONLY BY PASSENGER FERRY OR PLANE.  NO MOTOR
 QK0873'VEHICLES ARE ALLOWED ON ISLAND.  HORSE TAXI (5.00 PER PERSON) IS
 QK0873'AVAILABLE FROM FERRY DOCK TO AIRPORT.  FERRIES OPERATE FROM ST IGNACE
 QK0873'OR MACKINAW CITY --ARNOLD LINE, PHONE 906-643-5542, SHEPLERS FERRY,
 QK0873'PHONE 906-643-9440, AND STAR LINE, PHONE 906-643-7635.  STATION IS
 QK0873'LOCATED ON MACKINAC ISLAND, AT THE MACKINAC ISLAND AIRPORT, NEAR THE
 QK0873'WEST END OF RUNWAY 8, IN THE GRASS MEDIAN BETWEEN RUNWAY AND TAXIWAY.
 QK0873'OWNERSHIP--MACKINAC ISLAND STATE PARK COMMISSION, AIRPORT MANAGER
 QK0873'DONALD FRANCIS, PO BOX 370, MACKINAC ISLAND, MI 49757.  PHONE
 QK0873'906-847-3231.  TO REACH THE STATION FROM THE AIRPORT OFFICE, GO NORTH
 QK0873'ACROSS APRON FOR ABOUT 250 FT (76.2 M) TO A TAXIWAY.  TURN LEFT AND GO
 QK0873'WEST ON TAXIWAY FOR ABOUT 2400 FT (731.5 M) TO A CURVE RIGHT AND THE
 QK0873'STATION ON THE RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION
 QK0873'IS 48.9 M (160.4 FT) SOUTH FROM SOUTH EDGE OF RUNWAY, 25.2 M (82.7 FT)
 QK0873'SOUTHWEST FROM SOUTHWEST CORNER OF AN 0.6 M (2.0 FT) SQUARE METAL
 QK0873'DRAIN, 7.3 M (24.0 FT) NORTH FROM NORTH EDGE OF PARALLEL TAXI, AND
 QK0873'11.1 M (36.4 FT) EAST FROM CURVED EAST EDGE OF CONNECTING TAXI.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1186 ***********************************************************************
 NE1186  DESIGNATION -  MACOMB
 NE1186  PID         -  NE1186
 NE1186  STATE/COUNTY-  MI/MACOMB
 NE1186  USGS QUAD   -  MT CLEMENS WEST (1980)
 NE1186
 NE1186                         *CURRENT SURVEY CONTROL
 NE1186  ___________________________________________________________________
 NE1186* NAD 83(1994)-  42 35 49.14194(N)    082 52 39.70997(W)     ADJUSTED  
 NE1186* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 NE1186  ___________________________________________________________________
 NE1186  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 NE1186  GEOID HEIGHT-         -34.69  (meters)                     GEOID03
 NE1186
 NE1186  HORZ ORDER  -  FIRST
 NE1186
 NE1186.The horizontal coordinates were established by classical geodetic methods
 NE1186.and adjusted by the National Geodetic Survey in February 1997..
 NE1186
 NE1186.The orthometric height was scaled from a topographic map.
 NE1186
 NE1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1186
 NE1186.The geoid height was determined by GEOID03.
 NE1186
 NE1186;                    North         East     Units Scale Factor Converg.
 NE1186;SPC MI S     -   122,930.475 4,122,186.284   MT  0.99991945   +1 00 47.8
 NE1186;SPC MI S     -   403,315.21 13,524,233.22   iFT  0.99991945   +1 00 47.8
 NE1186;UTM  17      - 4,717,770.922   345,953.173   MT  0.99989196   -1 16 16.1
 NE1186
 NE1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1186!SPC MI S     -   0.99997645  x   0.99991945  =   0.99989590
 NE1186!UTM  17      -   0.99997645  x   0.99989196  =   0.99986841
 NE1186
 NE1186|---------------------------------------------------------------------|
 NE1186| PID    Reference Object                     Distance      Geod. Az  |
 NE1186|                                                           dddmmss.s |
 NE1186| CH0390 MACOMB RM 1                           5.267 METERS 08235     |
 NE1186| CH0391 MACOMB RM 2                           6.749 METERS 19234     |
 NE1186| NE1346 PENOBSCOT                           APPROX.32.8 KM 2051807.6 |
 NE1186|---------------------------------------------------------------------|
 NE1186
 NE1186                          SUPERSEDED SURVEY CONTROL
 NE1186
 NE1186  NAD 83(1986)-  42 35 49.14547(N)    082 52 39.74299(W) AD(       ) 1
 NE1186  NAD 27      -  42 35 49.01860(N)    082 52 40.03260(W) AD(       ) 1
 NE1186
 NE1186.Superseded values are not recommended for survey control.
 NE1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1186.See file dsdata.txt to determine how the superseded data were derived.
 NE1186
 NE1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH4595317771(NAD 83)
 NE1186_MARKER: DS = TRIANGULATION STATION DISK
 NE1186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NE1186_SP_SET: BUILDING ROOF
 NE1186_STAMPING: MACOMB 1957
 NE1186_MARK LOGO: CGS   
 NE1186_MAGNETIC: N = NO MAGNETIC MATERIAL
 NE1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE1186
 NE1186  HISTORY     - Date     Condition        Report By
 NE1186  HISTORY     - 1957     MONUMENTED       CGS
 NE1186  HISTORY     - 1979     GOOD             MIDH
 NE1186  HISTORY     - 19931030 GOOD             LOCENG
 NE1186
 NE1186                          STATION DESCRIPTION
 NE1186
 NE1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1186'THE STATION IS LOCATED
 NE1186'ON THE ROOF ON THE
 NE1186'MACOMB COUNTY BUILDING, AT THE NE CORNER
 NE1186'OF GRATIOT AVENUE AND CASS AVENUE, IN
 NE1186'THE CITY OF MT. CLEMENS.  IT
 NE1186'IS 8.3 FT. E OF THE INSIDE OF THE CONCRETE W WALL, 11.1
 NE1186'FT. S OF THE
 NE1186'INSIDE OF THE CONCRETE N WALL, 12.4 FT. W OF THE INSIDE OF THE
 NE1186'CONCRETE E WALL, AND
 NE1186'20.1 FT. N OF THE INSIDE OF THE CONCRETE S
 NE1186'WALL.  THE DISK IS SET FLUSH IN A DRILL
 NE1186'HOLE IN THE CONCRETE ROOF
 NE1186'(THE CONCRETE ROOF IS COVERED WITH TAR AND TAR PAPER), ON
 NE1186'THE INSIDE OF A
 NE1186'4-IN. IRON NIPPLE THAT IS TARRED IN THE ROOF, AND HAS A
 NE1186'SCREW CAP ON THE TOP
 NE1186'FOR PROTECTION.  IT IS STAMPED MACOMB 1957.
 NE1186'
 NE1186'REFERENCE MARK 1 IS IN THE NE CORNER OF THE WALL AROUND THE
 NE1186'TOP OF THE ROOF,
 NE1186'0.6 FT. W OF THE E EDGE OF THE WALL, AND 1.1 FT.
 NE1186'S OF THE N EDGE OF THE WALL.  THE
 NE1186'DISK IS SET FLUSH IN A DRILL
 NE1186'HOLE IN THE CONCRETE WALL AROUND THE TOP OF THE
 NE1186'ROOF, AND IS
 NE1186'STAMPED MACOMB NO 1 1957.
 NE1186'
 NE1186'REFERENCE MARK 2 IS SET IN THE S WALL, 5.7 FT. W OF THE E
 NE1186'EDGE OF THE WALL,
 NE1186'AND 17.4 FT. E OF THE W EDGE OF THE WALL.  THE
 NE1186'DISK IS SET FLUSH IN A DRILL IN THE
 NE1186'CONCRETE WALL AROUND THE TOP
 NE1186'OF THE ROOF, AND IS STAMPED MACOMB NO 2 1957.
 NE1186'
 NE1186'THERE WAS NO AZIMUTH MARK SET.
 NE1186'
 NE1186'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 NE1186
 NE1186                          STATION RECOVERY (1979)
 NE1186
 NE1186'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1979 (RGW)
 NE1186'THE DISK IS NO LONGER VISIBLE, IT IS BELOW THE TAR, GRAVEL AND RUBBER
 NE1186'MEMBRANE THAT COVERS THE ROOF, HOWEVER REFERENCE MARK 1 AND REFERENCE
 NE1186'MARK 2 ARE IN GOOD CONDITION AND A PK NAIL WAS FOUND AT THE
 NE1186'DESCRIBED DISTANCES TO THE STATION.  THE TO REACH IS ADEQUATE.
 NE1186
 NE1186                          STATION RECOVERY (1993)
 NE1186
 NE1186'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (CWB)
 NE1186'RECOVERED IN GOOD CONDITION.  THERE ARE FIVE RADIO ANTENAS WITHIN TEN
 NE1186'METERS OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD0070 ***********************************************************************
 MD0070  DESIGNATION -  MAGNETIC STATION
 MD0070  PID         -  MD0070
 MD0070  STATE/COUNTY-  MI/LENAWEE
 MD0070  USGS QUAD   -  ADRIAN (1979)
 MD0070
 MD0070                         *CURRENT SURVEY CONTROL
 MD0070  ___________________________________________________________________
 MD0070* NAD 83(1986)-  41 54 04.     (N)    084 00 53.     (W)     SCALED    
 MD0070* NAVD 88     -       246.015  (meters)     807.13   (feet)  ADJUSTED  
 MD0070  ___________________________________________________________________
 MD0070  GEOID HEIGHT-         -34.82  (meters)                     GEOID03
 MD0070  DYNAMIC HT  -         245.920 (meters)     806.82  (feet)  COMP
 MD0070  MODELED GRAV-     980,230.7   (mgal)                       NAVD 88
 MD0070
 MD0070  VERT ORDER  -  SECOND    CLASS 0
 MD0070
 MD0070.The horizontal coordinates were scaled from a topographic map and have
 MD0070.an estimated accuracy of +/- 6 seconds.
 MD0070
 MD0070.The orthometric height was determined by differential leveling
 MD0070.and adjusted by the National Geodetic Survey in June 1991..
 MD0070
 MD0070.The geoid height was determined by GEOID03.
 MD0070
 MD0070.The dynamic height is computed by dividing the NAVD 88
 MD0070.geopotential number by the normal gravity value computed on the
 MD0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MD0070.degrees latitude (g = 980.6199 gals.).
 MD0070
 MD0070.The modeled gravity was interpolated from observed gravity values.
 MD0070
 MD0070;                    North         East    Units  Estimated Accuracy
 MD0070;SPC MI S     -    44,620.    4,029,210.      MT  (+/- 180 meters Scaled)
 MD0070
 MD0070                          SUPERSEDED SURVEY CONTROL
 MD0070
 MD0070  NGVD 29 (??/??/92)  246.152  (m)          807.58   (f) ADJ UNCH    2 0
 MD0070
 MD0070.Superseded values are not recommended for survey control.
 MD0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD0070.See file dsdata.txt to determine how the superseded data were derived.
 MD0070
 MD0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGM476431(NAD 83)
 MD0070_MARKER: Q = CHISELED SQUARE
 MD0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MD0070_SP_SET: MONUMENT
 MD0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MD0070
 MD0070  HISTORY     - Date     Condition        Report By
 MD0070  HISTORY     - UNK      MONUMENTED       NM0030
 MD0070  HISTORY     - 1934     GOOD             NGS
 MD0070
 MD0070                          STATION DESCRIPTION
 MD0070
 MD0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MD0070'AT ADRIAN.
 MD0070'AT ADRIAN, LENAWEE COUNTY, AT THE NORTHEAST END OF THE COUNTY
 MD0070'FAIR GROUNDS, ABOUT 53 YARDS SOUTH OF THE SOUTH FACE OF THE
 MD0070'STABLES, 84 FEET EAST OF THE CENTERLINE OF THE RACE TRACK, 60
 MD0070'FEET WEST OF THE WEST FACE OF THE STABLES, ON THE TOP OF A STONE
 MD0070'MONUMENT, AND ABOUT LEVEL WITH THE GROUND.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0610 ***********************************************************************
 PM0610  DESIGNATION -  MAGO
 PM0610  PID         -  PM0610
 PM0610  STATE/COUNTY-  MI/MANISTEE
 PM0610  USGS QUAD   -  
 PM0610
 PM0610                         *CURRENT SURVEY CONTROL
 PM0610  ___________________________________________________________________
 PM0610* NAD 83(1994)-  44 10 42.42614(N)    086 21 59.07961(W)     ADJUSTED  
 PM0610* NAVD 88     -       198.7    (meters)     652.     (feet)  VERTCON   
 PM0610  ___________________________________________________________________
 PM0610  X           -     290,374.113 (meters)                     COMP
 PM0610  Y           -  -4,572,586.787 (meters)                     COMP
 PM0610  Z           -   4,422,447.455 (meters)                     COMP
 PM0610  LAPLACE CORR-           5.74  (seconds)                    DEFLEC99
 PM0610  ELLIP HEIGHT-         163.44  (meters)          (07/17/02) GPS OBS
 PM0610  GEOID HEIGHT-         -35.24  (meters)                     GEOID03
 PM0610
 PM0610  HORZ ORDER  -  SECOND
 PM0610  ELLP ORDER  -  FOURTH    CLASS I
 PM0610
 PM0610.The horizontal coordinates were established by GPS observations
 PM0610.and adjusted by the National Geodetic Survey in February 1997..
 PM0610
 PM0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 PM0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PM0610
 PM0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PM0610
 PM0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0610
 PM0610.The ellipsoidal height was determined by GPS observations
 PM0610.and is referenced to NAD 83.
 PM0610
 PM0610.The geoid height was determined by GEOID03.
 PM0610
 PM0610;                    North         East     Units Scale Factor Converg.
 PM0610;SPC MI C     -    97,734.994 5,840,105.658   MT  1.00000112   -1 24 45.5
 PM0610;SPC MI C     -   320,652.87 19,160,451.63   iFT  1.00000112   -1 24 45.5
 PM0610;UTM  16      - 4,891,888.539   550,644.965   MT  0.99963154   +0 26 29.6
 PM0610
 PM0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PM0610!SPC MI C     -   0.99997437  x   1.00000112  =   0.99997549
 PM0610!UTM  16      -   0.99997437  x   0.99963154  =   0.99960592
 PM0610
 PM0610                          SUPERSEDED SURVEY CONTROL
 PM0610
 PM0610  ELLIP H (02/03/97)  163.48   (m)                       GP(       ) 4 1
 PM0610  NAD 83(1986)-  44 10 42.43156(N)    086 21 59.08087(W) AD(       ) 2
 PM0610  NGVD 29 (12/10/93)  198.8    (m)          652.     (f) GPS OBS        
 PM0610
 PM0610.Superseded values are not recommended for survey control.
 PM0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0610.See file dsdata.txt to determine how the superseded data were derived.
 PM0610
 PM0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5064591889(NAD 83)
 PM0610_MARKER: DD = SURVEY DISK
 PM0610_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 PM0610_SP_SET: SURROUNDED BY MASS OF CONCRETE
 PM0610_STAMPING: MAGO
 PM0610_MARK LOGO: NOS   
 PM0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 PM0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 PM0610+STABILITY: POSITION/ELEVATION WELL
 PM0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0610+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2003
 PM0610
 PM0610  HISTORY     - Date     Condition        Report By
 PM0610  HISTORY     - 1993     MONUMENTED       NOS
 PM0610  HISTORY     - 20010331 GOOD             NGS
 PM0610  HISTORY     - 20030213 GOOD             ABCI
 PM0610  HISTORY     - 20031209 GOOD             USPSQD
 PM0610
 PM0610                          STATION DESCRIPTION
 PM0610
 PM0610'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 PM0610'THE STATION IS LOCATED 4.0 MI (6.4 KM) WEST OF MANISTEE, MICHIGAN, IN
 PM0610'THE NORTHWEST QUADRANT OF THE INTERSECTIONS OF COUNTY LINE ROAD AND
 PM0610'RED APPLE ROAD.
 PM0610'TO REACH FROM THE INTERSECTION OF U.S HIGHWAY 31 AND COUNTY LINE ROAD
 PM0610'AT THE MANISTEE-MASON COUNTY LINE, GO WEST ON COUNTY LINE FOR 3.3 MI
 PM0610'(5.3 KM) TO A ROAD RIGHT JUST BEFORE THE END OF THE PAVED ROAD
 PM0610'SURFACE AND THE STATION ON THE RIGHT IN A GRASSY RIGHT OF WAY IN THE
 PM0610'NORTHEAST QUADRANT OF THE INTERSECTION OF COUNTY LINE ROAD AND RED
 PM0610'APPLE ROAD.
 PM0610'THE STATION IS 43.0 FT (13.1 M) NORTH OF A DEAD END SIGN, 47.0 FT
 PM0610'(14.3 M) NORTHWEST OF A STOP SIGN, 57.0 FT (17.4 M) WEST OF
 PM0610'CENTERLINE OF RED APPLE ROAD AND 62.0 FT (18.9 M) NORTH OF CENTERLINE
 PM0610'OF COUNTY LINE ROAD.
 PM0610
 PM0610                          STATION RECOVERY (2001)
 PM0610
 PM0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0610'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0610' 
 PM0610
 PM0610                          STATION RECOVERY (2003)
 PM0610
 PM0610'RECOVERY NOTE BY ABONMARCHE CONSULTANTS INC. 2003 (PGB)
 PM0610'RECOVERED IN GOOD CONDITION.
 PM0610
 PM0610                          STATION RECOVERY (2003)
 PM0610
 PM0610'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0203 ***********************************************************************
 QL0203  DESIGNATION -  MAIL
 QL0203  PID         -  QL0203
 QL0203  STATE/COUNTY-  MI/DELTA
 QL0203  USGS QUAD   -  ESCANABA (1985)
 QL0203
 QL0203                         *CURRENT SURVEY CONTROL
 QL0203  ___________________________________________________________________
 QL0203* NAD 83(1986)-  45 44 45.     (N)    087 03 16.     (W)     SCALED    
 QL0203* NAVD 88     -       181.953  (meters)     596.96   (feet)  ADJUSTED  
 QL0203  ___________________________________________________________________
 QL0203  GEOID HEIGHT-         -35.81  (meters)                     GEOID03
 QL0203  DYNAMIC HT  -         181.952 (meters)     596.95  (feet)  COMP
 QL0203  MODELED GRAV-     980,609.1   (mgal)                       NAVD 88
 QL0203
 QL0203  VERT ORDER  -  FIRST     CLASS 0
 QL0203
 QL0203.The horizontal coordinates were scaled from a topographic map and have
 QL0203.an estimated accuracy of +/- 6 seconds.
 QL0203
 QL0203.The orthometric height was determined by differential leveling
 QL0203.and adjusted by the National Geodetic Survey in June 1991..
 QL0203
 QL0203.The geoid height was determined by GEOID03.
 QL0203
 QL0203.The dynamic height is computed by dividing the NAVD 88
 QL0203.geopotential number by the normal gravity value computed on the
 QL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0203.degrees latitude (g = 980.6199 gals.).
 QL0203
 QL0203.The modeled gravity was interpolated from observed gravity values.
 QL0203
 QL0203;                    North         East    Units  Estimated Accuracy
 QL0203;SPC MI N     -   106,980.    7,995,760.      MT  (+/- 180 meters Scaled)
 QL0203
 QL0203                          SUPERSEDED SURVEY CONTROL
 QL0203
 QL0203  NGVD 29 (??/??/92)  182.00   (m)          597.1    (f) COMPUTED    1 0
 QL0203
 QL0203.Superseded values are not recommended for survey control.
 QL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0203.See file dsdata.txt to determine how the superseded data were derived.
 QL0203
 QL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR957658(NAD 83)
 QL0203_MARKER: DD = SURVEY DISK
 QL0203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0203_SP_SET: FOUNDATION
 QL0203_STAMPING: MAIL CFB 1962
 QL0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0203+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2006
 QL0203
 QL0203  HISTORY     - Date     Condition        Report By
 QL0203  HISTORY     - 1962     MONUMENTED       DOD
 QL0203  HISTORY     - 1972     GOOD             NGS
 QL0203  HISTORY     - 1990     GOOD             USPSQD
 QL0203  HISTORY     - 20021003 GOOD             USPSQD
 QL0203  HISTORY     - 20040312 GOOD             USPSQD
 QL0203  HISTORY     - 20060913 GOOD             USPSQD
 QL0203
 QL0203                          STATION DESCRIPTION
 QL0203
 QL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0203'AT ESCANABA.
 QL0203'AT ESCANABA, AT THE FORMER POST OFFICE BUILDING, AT THE
 QL0203'INTERSECTION OF LUDINGTON AND NORTH 6TH STREET, 68 1/2 FEET
 QL0203'NORTH OF THE CENTER LINE OF LUDINGTON STREET, 122 FEET EAST OF
 QL0203'THE CENTER LINE OF N. 6TH STREET, SET VERTICALLY IN THE EAST
 QL0203'FACE OF THE STONE LIMESTONE FOUNDATION OF THE BUILDING, 19 FEET
 QL0203'EAST OF BENCH MARK Y 55 1934 DESCRIBED, 2.3 FEET NORTH OF THE
 QL0203'SOUTHEAST CORNER OF THE BUILDING AND 2.8 FEET ABOVE THE LEVEL
 QL0203'OF THE GROUND.  SECTION 29, T39N, R22W.  NOTE-- THE BUILDING
 QL0203'MENTIONED WAS FORMERLY THE POST OFFICE BUT IS NOW OCCUPIED BY
 QL0203'FEDERAL OFFICES.
 QL0203
 QL0203                          STATION RECOVERY (1990)
 QL0203
 QL0203'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEA)
 QL0203'RECOVERED IN GOOD CONDITION.
 QL0203
 QL0203                          STATION RECOVERY (2002)
 QL0203
 QL0203'RECOVERY NOTE BY US POWER SQUADRON 2002 (BAA)
 QL0203'RECOVERED IN GOOD CONDITION.
 QL0203
 QL0203                          STATION RECOVERY (2004)
 QL0203
 QL0203'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0203'RECOVERED IN GOOD CONDITION.
 QL0203
 QL0203                          STATION RECOVERY (2006)
 QL0203
 QL0203'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QL0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0516 ***********************************************************************
 OK0516  DESIGNATION -  MAIR
 OK0516  PID         -  OK0516
 OK0516  STATE/COUNTY-  MI/SAGINAW
 OK0516  USGS QUAD   -  ALICIA (1975)
 OK0516
 OK0516                         *CURRENT SURVEY CONTROL
 OK0516  ___________________________________________________________________
 OK0516* NAD 83(1994)-  43 15 19.43189(N)    084 04 51.16937(W)     ADJUSTED  
 OK0516* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 OK0516  ___________________________________________________________________
 OK0516  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 OK0516  GEOID HEIGHT-         -33.73  (meters)                     GEOID03
 OK0516
 OK0516  HORZ ORDER  -  FIRST
 OK0516
 OK0516.The horizontal coordinates were established by classical geodetic methods
 OK0516.and adjusted by the National Geodetic Survey in February 1997..
 OK0516
 OK0516.The orthometric height was scaled from a topographic map.
 OK0516
 OK0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0516
 OK0516.The geoid height was determined by GEOID03.
 OK0516
 OK0516;                    North         East     Units Scale Factor Converg.
 OK0516;SPC MI S     -   195,027.047 4,023,204.819   MT  0.99992774   +0 11 40.1
 OK0516;SPC MI S     -   639,852.52 13,199,490.88   iFT  0.99992774   +0 11 40.1
 OK0516;UTM  16      - 4,793,315.037   736,951.182   MT  1.00029072   +2 00 04.5
 OK0516;UTM  17      - 4,793,786.615   249,917.587   MT  1.00036941   -2 06 44.2
 OK0516
 OK0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0516!SPC MI S     -   0.99997631  x   0.99992774  =   0.99990405
 OK0516!UTM  16      -   0.99997631  x   1.00029072  =   1.00026702
 OK0516!UTM  17      -   0.99997631  x   1.00036941  =   1.00034571
 OK0516
 OK0516|---------------------------------------------------------------------|
 OK0516| PID    Reference Object                     Distance      Geod. Az  |
 OK0516|                                                           dddmmss.s |
 OK0516| CH0393 MAIR RM 1                            34.293 METERS 04033     |
 OK0516| CH0392 MAIR AZ MK                                         0843246.7 |
 OK0516| OK0520 CHESANING MUNICIPAL TANK            APPROX. 8.2 KM 1990720.8 |
 OK0516| OK0519 CHESANING G M P PACKING CO TK       APPROX. 7.1 KM 2025222.8 |
 OK0516| CH0394 MAIR RM 2                            63.292 METERS 29037     |
 OK0516| OK0518 ST CHARLES R GAGE COAL 8 STACK      APPROX. 9.5 KM 3132614.2 |
 OK0516| OK0517 ST CHARLES MUNICIPAL TANK           APPROX. 6.7 KM 3161745.7 |
 OK0516| CH0395 MAIR RM 3                            27.065 METERS 33110     |
 OK0516|---------------------------------------------------------------------|
 OK0516
 OK0516                          SUPERSEDED SURVEY CONTROL
 OK0516
 OK0516  NAD 83(1986)-  43 15 19.42536(N)    084 04 51.19102(W) AD(       ) 1
 OK0516  NAD 27      -  43 15 19.32900(N)    084 04 51.28000(W) AD(       ) 1
 OK0516
 OK0516.Superseded values are not recommended for survey control.
 OK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0516.See file dsdata.txt to determine how the superseded data were derived.
 OK0516
 OK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN3695193315(NAD 83)
 OK0516_MARKER: DS = TRIANGULATION STATION DISK
 OK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0516_STAMPING: MAIR 1932
 OK0516_MARK LOGO: CGS   
 OK0516_MAGNETIC: N = NO MAGNETIC MATERIAL
 OK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OK0516+STABILITY: SURFACE MOTION
 OK0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OK0516+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1993
 OK0516
 OK0516  HISTORY     - Date     Condition        Report By
 OK0516  HISTORY     - 1932     MONUMENTED       CGS
 OK0516  HISTORY     - 1967     SEE DESCRIPTION  CGS
 OK0516  HISTORY     - 1980     GOOD             MIDH
 OK0516  HISTORY     - 1982     GOOD             AME
 OK0516  HISTORY     - 19930518 GOOD             LOCENG
 OK0516  HISTORY     - 19930518 GOOD             LOCENG
 OK0516  HISTORY     - 19940607 GOOD             USPSQD
 OK0516  HISTORY     - 20010808 GOOD             NGS
 OK0516  HISTORY     - 20011128 GOOD             NGS
 OK0516
 OK0516                          STATION DESCRIPTION
 OK0516
 OK0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0516'ABOUT 3-1/4 MILES SOUTH AND 3
 OK0516'MILES EAST OF ST.
 OK0516'CHARLES, 4-1/2 MILES NORTH AND 2 MILES EAST OF CHESANING, IN FARMYARD
 OK0516'OF HOUSE IN SOUTHEAST ROAD CORNER,
 OK0516'54 FEET SOUTH OF CENTER LINE OF HALF-SECTION-LINE
 OK0516'ROAD, NEAR CENTER OF SEC. 23, T. 10 N., R. 3 E., 22
 OK0516'FEET SOUTH OF SOUTH RIGHT-OF-WAY
 OK0516'FENCE OF ROAD, 39 FEET SOUTHEAST OF EAST END OF WOODEN GATE INTO
 OK0516'BARNYARD, AND 50 FEET
 OK0516'NORTH OF NORTHEAST CORNER OF BARN.  TO REACH FROM ST. CHARLES POST
 OK0516'OFFICE, GO ABOUT 3 MILES IN
 OK0516'SOUTHERLY DIRECTION ON ROUTE M-47 TO CROSSROADS, TURN
 OK0516'LEFT (EAST), AND CONTINUE 3 MILES TO
 OK0516'CROSSROADS AT INDIANTOWN SCHOOL HOUSE AND
 OK0516'STATION SITE SURFACE AND UNDERGROUND MARKS ARE
 OK0516'STANDARD DISK STATION MARKS IN
 OK0516'CONCRETE, NOTES 1A AND 7A.  UPPER MARK IS FLUSH WITH SURFACE.
 OK0516'RFERENCE AND AZIMUTH
 OK0516'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.  NO. 1
 OK0516'PROJECTS 8 INCHES, IS 29 FEET
 OK0516'NORTH OF CENTER LINE OF ROAD, 4 FEET EAST OF FENCE CORNER, IN
 OK0516'EAST-AND-WEST ROW OF MAPLE TREES, ABOUT 200
 OK0516'FEET WEST OF SCHOOLHOUSE, AND 112.51 FEET
 OK0516'FROM STATION IN AZIMUTH 220 DEG. 34 MIN.  NO. 2
 OK0516'PROJECTS 8 INCHES, IS 31 FEET NORTH OF CENTER
 OK0516'LINE OF ROAD, 9 FEET EAST OF LARGE ELM TREE, ABOUT 25 YARDS
 OK0516'SOUTHWEST OF SOUTHWEST CORNER
 OK0516'OF BROWN FRAME FARMHOUSE, AND 207.65 FEET FROM STATION IN AZIMUTH 110
 OK0516'DEG. 37 MIN.  AZIMUTH MARK PROJECTS 6
 OK0516'INCHES, IS IN NORTH RIGHT-OF-WAY FENCE OF ROAD, 22 FEET
 OK0516'NORTH OF CENTER LINE OF ROAD, 75 FEET EAST
 OK0516'OF FENCE CORNER, 100 FEET WEST OF WEST SIDE
 OK0516'OF J. BAKERS HOUSE, AND APPROXIMATELY 0.3 MILE FROM STATION
 OK0516'IN AZIMUTH 264 DEG.
 OK0516'32 MIN. 57 SEC.
 OK0516
 OK0516                          STATION RECOVERY (1967)
 OK0516
 OK0516'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 OK0516'THE STATION MARK, REFERENCE MARKS AND AZIMUTH MARK WERE FOUND IN
 OK0516'GOOD CONDITION.
 OK0516'THE DISTANCE AND DIRECTION TO THE MARKS CHECKED.
 OK0516'REFERENCE MARK 2 WAS IN THE CENTER
 OK0516'OF A PROPOSED DRIVEWAY AND WAS DESTROYED.
 OK0516'REFERENCE MARK 3 WAS SET.  A NEW DESCRIPTION FOLLOWS.
 OK0516'
 OK0516'ABOUT 5 MILES SOUTHEAST OF SAGINAW, 5 MILES NORTHEAST OF CHESANING
 OK0516'AND ON THE
 OK0516'PROPERTY OF MR. ELMER LARKIN.  IT IS 209 FEET SOUTHWEST OF
 OK0516'THE INTERSECTION OF FERGUS
 OK0516'AND TURNER ROADS, 100 FEET NORTHEAST OF THE
 OK0516'NORTHEAST CORNER OF A BARN, 53 FEET SOUTH OF
 OK0516'THE CENTERLINE OF FERGUS
 OK0516'ROAD, 25 FEET SOUTH OF A TELEPHONE POLE, 21 FEET EAST OF THE
 OK0516'CENTERLINE OF A
 OK0516'GRADED DRIVEWAY AND 1 FOOT SOUTH OF A METAL WITNESS POST.  THE
 OK0516'MONUMENT IS 2 INCHES
 OK0516'UNDERGROUND AND THE DISK IS STAMPED MAIR 1932 (NOTE
 OK0516'1A 7A)
 OK0516'
 OK0516'TO REACH THE STATION FROM THE INTERSECTION OF SAGINAW AND EAST BELL
 OK0516'STREETS IN ST.
 OK0516'CHARLES, GO SOUTH ON EAST BELL STREET (STATE HIGHWAY M 47)
 OK0516'FOR 3.2 MILES TO A PAVED
 OK0516'CROSSROAD.  TURN LEFT AND GO EAST ON FERGUS ROAD
 OK0516'FOR 3.75 MILES TO THE STATION ON THE RIGHT.
 OK0516'
 OK0516'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON FERGUS ROAD
 OK0516'FOR 0.3 MILE TO
 OK0516'THE MARK ON THE LEFT.
 OK0516'
 OK0516'REFERENCE MARK 1 IS 124 FEET NORTHWEST OF THE INTERSECTION OF FERGUS
 OK0516'AND TURNER ROADS,
 OK0516'28 FEET NORTH OF THE CENTERLINE OF FERGUS ROAD, 18
 OK0516'FEET WEST OF A 30 INCH MAPLE TREE
 OK0516'AND 16 FEET EAST OF A 24 INCH MPALE
 OK0516'TREE.  THE MONUMENT PROJECTS 6 INCHES AND THE DISK
 OK0516'IS STAMPED MAIR NO 1
 OK0516'1932.  (NOTE 11A)
 OK0516'REFERENCE MARK 3
 OK0516'IS 38 FEET EAST OF 36 INCH MAPLE TREE, 52 FEET
 OK0516'EAST OF THE CENTERLINE OF A
 OK0516'DRIVEWAY TO A BARN, 35 FEET WEST OF A 30
 OK0516'INCH MAPLE TREE AND 28 FEET NORTH OF THE
 OK0516'CENTERLINE OF THE ROAD.  THE
 OK0516'MONUMENT IS FLUSH AND THE DISK IS STAMPED MAIR 1932 NO 3
 OK0516'1967.  (NOTE 11B)
 OK0516'
 OK0516'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED MAIR AZIMUTH 1932
 OK0516'SET IN THE TOP OF
 OK0516'A ROUND OVAL SHAPED CONCRETE MONUMENT PROJECTING 8
 OK0516'INCHES.  IT 75 FEET EAST OF THE WEST
 OK0516'EDGE OF A SMALL ORCHARD, 46 FEET
 OK0516'SOUTHEAST OF AN 18 INCH APPLE TREE, 39 FEET SOUTH OF A
 OK0516'12 INCH APPLE
 OK0516'TREE, 22 FEET NORTH OF THE CENTERLINE OF THE ROAD, IN AN EAST-WEST
 OK0516'ROW OF SMALL PINE
 OK0516'TREES AND ABOUT 100 FEET WEST OF THE WEST SIDE OF A HOUSE
 OK0516'AT 8300 FERGUS ROAD (REHMANNS)
 OK0516'
 OK0516'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5 MILES SOUTHEAST
 OK0516'OF ST. CHARLES
 OK0516'
 OK0516'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 OK0516
 OK0516                          STATION RECOVERY (1980)
 OK0516
 OK0516'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (GK)
 OK0516'THE STATION WAS FOUND IN GOOD CONDITION.
 OK0516'
 OK0516'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION.
 OK0516'
 OK0516'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION.  HOWEVER REFERENCE
 OK0516'MARK 3 SHOULD READ REFERENCE MARK 2.
 OK0516
 OK0516                          STATION RECOVERY (1982)
 OK0516
 OK0516'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1982
 OK0516'MAIR 1932 RECOVERED GOOD.
 OK0516
 OK0516                          STATION RECOVERY (1993)
 OK0516
 OK0516'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0516'RECOVERED WITH FOLLOWING ADDITIONS.  100.0 FT (30.5 M) NORTHEAST FROM
 OK0516'NORTHEAST CORNER OF BARN, 53.0 FT (16.2 M) SOUTH FROM CENTERLINE OF
 OK0516'FERGUS ROAD, 21.0 FT (6.4 M) EAST FROM CENTERLINE OF DRIVEWAY AND 1.0
 OK0516'FT (0.3 M) SOUTH FROM A METAL WITNESS POST.
 OK0516
 OK0516                          STATION RECOVERY (1993)
 OK0516
 OK0516'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1993 (NCC)
 OK0516'RECOVERED WITH FOLLOWING ADDITIONS.  100.0 FT (30.5 M) NORTHEAST FROM
 OK0516'NORTHEAST CORNER OF BARN, 53.0 FT (16.2 M) SOUTH FROM CENTERLINE OF
 OK0516'FERGUS ROAD, 21.0 FT (6.4 M) EAST FROM CENTERLINE OF DRIVEWAY AND 1.0
 OK0516'FT (0.3 M) SOUTH FROM A METAL WITNESS POST.
 OK0516
 OK0516                          STATION RECOVERY (1994)
 OK0516
 OK0516'RECOVERY NOTE BY US POWER SQUADRON 1994
 OK0516'RECOVERED IN GOOD CONDITION.
 OK0516
 OK0516                          STATION RECOVERY (2001)
 OK0516
 OK0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0516'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 OK0516
 OK0516                          STATION RECOVERY (2001)
 OK0516
 OK0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 OK0516'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QJ0291 ***********************************************************************
 QJ0291  DESIGNATION -  MALE
 QJ0291  PID         -  QJ0291
 QJ0291  STATE/COUNTY-  MI/ALPENA
 QJ0291  USGS QUAD   -  POLASKI (1971)
 QJ0291
 QJ0291                         *CURRENT SURVEY CONTROL
 QJ0291  ___________________________________________________________________
 QJ0291* NAD 83(1994)-  45 08 01.19047(N)    083 37 52.19848(W)     ADJUSTED  
 QJ0291* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 QJ0291  ___________________________________________________________________
 QJ0291  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 QJ0291  GEOID HEIGHT-         -36.47  (meters)                     GEOID03
 QJ0291
 QJ0291  HORZ ORDER  -  SECOND
 QJ0291
 QJ0291.The horizontal coordinates were established by classical geodetic methods
 QJ0291.and adjusted by the National Geodetic Survey in February 1997..
 QJ0291
 QJ0291.The orthometric height was scaled from a topographic map.
 QJ0291
 QJ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 QJ0291
 QJ0291.The geoid height was determined by GEOID03.
 QJ0291
 QJ0291;                    North         East     Units Scale Factor Converg.
 QJ0291;SPC MI C     -   202,167.392 6,057,851.363   MT  0.99991821   +0 31 10.4
 QJ0291;SPC MI C     -   663,278.85 19,874,840.43   iFT  0.99991821   +0 31 10.4
 QJ0291;UTM  17      - 5,001,167.098   293,106.820   MT  1.00012635   -1 51 55.8
 QJ0291
 QJ0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QJ0291!SPC MI C     -   0.99997077  x   0.99991821  =   0.99988899
 QJ0291!UTM  17      -   0.99997077  x   1.00012635  =   1.00009712
 QJ0291
 QJ0291|---------------------------------------------------------------------|
 QJ0291| PID    Reference Object                     Distance      Geod. Az  |
 QJ0291|                                                           dddmmss.s |
 QJ0291| CH1363 MALE RM 1                            23.676 METERS 04833     |
 QJ0291| CH1362 MALE AZ MK                                         2953632.6 |
 QJ0291| CH1364 MALE RM 2                            23.262 METERS 31216     |
 QJ0291| QJ0279 POSEN ST CASIMIR CATH CH SPIRE      APPROX.16.6 KM 3414359.6 |
 QJ0291|---------------------------------------------------------------------|
 QJ0291
 QJ0291                          SUPERSEDED SURVEY CONTROL
 QJ0291
 QJ0291  NAD 83(1986)-  45 08 01.18291(N)    083 37 52.19752(W) AD(       ) 2
 QJ0291  NAD 27      -  45 08 01.13900(N)    083 37 52.25400(W) AD(       ) 2
 QJ0291
 QJ0291.Superseded values are not recommended for survey control.
 QJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QJ0291.See file dsdata.txt to determine how the superseded data were derived.
 QJ0291
 QJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKL9310701167(NAD 83)
 QJ0291_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QJ0291
 QJ0291  HISTORY     - Date     Condition        Report By
 QJ0291  HISTORY     - 1956     MONUMENTED       CGS
 QJ0291  HISTORY     - 1981     GOOD             MIDH
 QJ0291
 QJ0291                          STATION DESCRIPTION
 QJ0291
 QJ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QJ0291'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF ALPENA, 9 MILES
 QJ0291'SOUTH-SOUTHEAST OF POSEN AND 6
 QJ0291'MILES NORTHEAST OF LACHINE, ON THE SOUTH RIGHT-OF-WAY OF AN EAST
 QJ0291'WEST GRAVELED ROAD AND ON ROAD
 QJ0291'PROPERTY.  IT IS 26 FEET SOUTH OF THE CENTER OF THE
 QJ0291'GRAVELED ROAD, 2 FEET WEST OF A WHITE WITNESS
 QJ0291'POST AND 1 FOOT NORTH OF A FENCE LINE.
 QJ0291'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MALE
 QJ0291'1956.
 QJ0291'
 QJ0291'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND STATE
 QJ0291'HIGHWAY 32 1 BLOCK EAST OF
 QJ0291'THE CENTER OF TOWN IN ALPENA, GO WEST ON STATE HIGHWAY 32 FOR 7.4
 QJ0291'MILES TO BRIDGE OVER THE THUNDER BAY
 QJ0291'RIVER.  CONTINUE WEST ON HIGHWAY FOR 2.4 MILES TO CROSSROAD
 QJ0291'(HERRON ROAD).  TURN RIGHT AND GO NORTH ON
 QJ0291'GRAVELED ROAD (HERRON ROAD) FOR 4.55
 QJ0291'MILES TO CROSSROAD (LONG RAPIDS ROAD).  CONTINUE NORTH ON
 QJ0291'GRAVELED ROAD FOR 0.4 MILE TO A SIDE
 QJ0291'ROAD RIGHT*.  TURN RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.2 MILE TO
 QJ0291'TOP OF GRADE AND STATION ON THE
 QJ0291'SOUTH SIDE AS DESCRIBED.
 QJ0291'
 QJ0291'REFERENCE MARK 1 IS 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 QJ0291'AND 1 FOOT SOUTH OF A FENCE
 QJ0291'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MALE
 QJ0291'NO 1 1956.
 QJ0291'
 QJ0291'REFERENCE MARK 2 IS 26 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD
 QJ0291'AND 1 FOOT SOUTH OF A FENCE
 QJ0291'LINE.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MALE
 QJ0291'NO 2 1956.
 QJ0291'
 QJ0291'THE AZIMUTH MARK IS 34 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 QJ0291'SET IN CURVE OF ROAD WHERE
 QJ0291'ROAD CURVES TO THE WEST, 31 FEET WEST OF THE CENTER OF GRAVELED ROAD,
 QJ0291'2 FEET SOUTH OF A WHITE WITNESS
 QJ0291'POST AND 1 FOOT EAST OF A FENCE LINE.  THE MARK PROJECTS
 QJ0291'ABOUT 4 INCHES AND THE DISK IS STAMPED MALE
 QJ0291'1956.
 QJ0291'
 QJ0291'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE NORTH ON
 QJ0291'GRAVELED ROAD FOR 0.15 MILE
 QJ0291'TO WHERE ROAD CURVES TO THE WEST AND MARK ON THE WEST SIDE AS
 QJ0291'DESCRIBED.
 QJ0291'
 QJ0291'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QJ0291
 QJ0291                          STATION RECOVERY (1981)
 QJ0291
 QJ0291'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (RG)
 QJ0291'STATION MARK AND RM 1 AND RM 2 RECOVERED IN GOOD CONDITION. AZIMUTH
 QJ0291'MARK WAS FOUND IN A DITCH AND LEANING TO THE SOUTH, HAS BEEN HIT AND
 QJ0291'IS IN DANGER OF BEING DESTROYED.
 QJ0291'
 QJ0291'TO REACH AND DESCRIPTION ARE ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0005 ***********************************************************************
 OJ0005  TIDAL BM    -  This is a Tidal Bench Mark.
 OJ0005  DESIGNATION -  MALLARD
 OJ0005  PID         -  OJ0005
 OJ0005  STATE/COUNTY-  MI/ST CLAIR
 OJ0005  USGS QUAD   -  LAKEPORT (1976)
 OJ0005
 OJ0005                         *CURRENT SURVEY CONTROL
 OJ0005  ___________________________________________________________________
 OJ0005* NAD 83(1986)-  43 00 15.     (N)    082 25 26.     (W)     SCALED    
 OJ0005* NAVD 88     -       179.208  (meters)     587.95   (feet)  ADJUSTED  
 OJ0005  ___________________________________________________________________
 OJ0005  GEOID HEIGHT-         -34.86  (meters)                     GEOID03
 OJ0005  DYNAMIC HT  -         179.164 (meters)     587.81  (feet)  COMP
 OJ0005  MODELED GRAV-     980,373.2   (mgal)                       NAVD 88
 OJ0005
 OJ0005  VERT ORDER  -  FIRST     CLASS 0
 OJ0005
 OJ0005.The horizontal coordinates were scaled from a topographic map and have
 OJ0005.an estimated accuracy of +/- 6 seconds.
 OJ0005
 OJ0005.The orthometric height was determined by differential leveling
 OJ0005.and adjusted by the National Geodetic Survey in June 1991..
 OJ0005
 OJ0005.This Tidal Bench Mark is designated as VM 13008
 OJ0005.by the Center for Operational Oceanographic Products and Services.
 OJ0005
 OJ0005.The geoid height was determined by GEOID03.
 OJ0005
 OJ0005.The dynamic height is computed by dividing the NAVD 88
 OJ0005.geopotential number by the normal gravity value computed on the
 OJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0005.degrees latitude (g = 980.6199 gals.).
 OJ0005
 OJ0005.The modeled gravity was interpolated from observed gravity values.
 OJ0005
 OJ0005;                    North         East    Units  Estimated Accuracy
 OJ0005;SPC MI S     -   168,910.    4,158,380.      MT  (+/- 180 meters Scaled)
 OJ0005
 OJ0005                          SUPERSEDED SURVEY CONTROL
 OJ0005
 OJ0005  NGVD 29 (??/??/92)  179.328  (m)          588.35   (f) ADJ UNCH    1 0
 OJ0005
 OJ0005.Superseded values are not recommended for survey control.
 OJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0005.See file dsdata.txt to determine how the superseded data were derived.
 OJ0005
 OJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH839622(NAD 83)
 OJ0005_MARKER: Q = CHISELED SQUARE
 OJ0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 OJ0005_SP_SET: DOCK
 OJ0005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 OJ0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ0005
 OJ0005  HISTORY     - Date     Condition        Report By
 OJ0005  HISTORY     - 1955     MONUMENTED       USLS
 OJ0005  HISTORY     - 1970     GOOD             USLS
 OJ0005  HISTORY     - 19941021 GOOD             NOS
 OJ0005  HISTORY     - 19950928 GOOD             USPSQD
 OJ0005  HISTORY     - 19951101 GOOD             NOS
 OJ0005  HISTORY     - 19970705 MARK NOT FOUND   USPSQD
 OJ0005
 OJ0005                          STATION DESCRIPTION
 OJ0005
 OJ0005'DESCRIBED BY US LAKE SURVEY 1970
 OJ0005'AT PORT HURON.
 OJ0005'MALLARD IS AT PORT HURON, ST. CLAIR COUNTY, MICHIGAN, ON PROPERTY
 OJ0005'OF THE DUNN PAPER COMPANY, ON RIVER SIDE OF LARGE CORRUGATED
 OJ0005'STEEL WAREHOUSE, OPPOSITE THE NORTHERLY SET OF SLIDING DOORS,
 OJ0005'46.2 FEET SOUTH OF JUNCTION OF THE WALLS OF THE WAREHOUSE AND
 OJ0005'THE INTAKE HOUSE WING, 16.3 FEET SOUTH OF NORTH END OF CONCRETE
 OJ0005'DOCK, 7.2 FEET EAST OF THE CENTER OF THE SLIDING DOORS, BEING
 OJ0005'HIGHEST POINT IN A 1-INCH SQUARE CUT IN THE TOP OF THE DOCK.
 OJ0005'BM MALLARD (1955)
 OJ0005
 OJ0005                          STATION RECOVERY (1994)
 OJ0005
 OJ0005'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RDJ)
 OJ0005'MALLARD IS AT PORT HURON, ST CLAIR COUNTY, MICHIGAN, ON PROPERTY OF
 OJ0005'THE JAMES RIVER CORPORATION (FORMER DUNN PAPER COMPANY) , ON RIVER
 OJ0005'SIDE OF LARGE CORRUGATED STEEL WAREHOUSE, OPPOSITE THE NORTHERLY SET
 OJ0005'OF SLIDING DOORS, 14.08 METERS (46.19 FT) SOUTH OF JUNCTION OF THE
 OJ0005'WALLS OF THE WAREHOUSE AND THE INTAKE HOUSE WING, 4.97 METERS (16.31
 OJ0005'FT) SOUTH OF NORTH END OF CONCRETE DOCK, 2.19 METERS (7.19 FT) EAST OF
 OJ0005'THE CENTER OF THE SLIDING DOORS, BEING HIGHEST POINT IN A 1-INCH
 OJ0005'SQUARE CUT IN THE TOP OF THE CONCRETE CAP OF THE DOCK.
 OJ0005
 OJ0005                          STATION RECOVERY (1995)
 OJ0005
 OJ0005'RECOVERY NOTE BY US POWER SQUADRON 1995
 OJ0005'RECOVERED IN GOOD CONDITION.
 OJ0005
 OJ0005                          STATION RECOVERY (1995)
 OJ0005
 OJ0005'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1995 (RDJ)
 OJ0005'RECOVERED AS DESCRIBED.
 OJ0005
 OJ0005                          STATION RECOVERY (1997)
 OJ0005
 OJ0005'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1580 ***********************************************************************
 RL1580  DESIGNATION -  MALLARD
 RL1580  PID         -  RL1580
 RL1580  STATE/COUNTY-  MI/IRON
 RL1580  USGS QUAD   -  SMOKY LAKE (1981)
 RL1580
 RL1580                         *CURRENT SURVEY CONTROL
 RL1580  ___________________________________________________________________
 RL1580* NAD 83(1994)-  46 19 27.37396(N)    088 58 49.15855(W)     ADJUSTED  
 RL1580* NAVD 88     -       543.     (meters)    1781.     (feet)  SCALED    
 RL1580  ___________________________________________________________________
 RL1580  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 RL1580  GEOID HEIGHT-         -31.66  (meters)                     GEOID03
 RL1580
 RL1580  HORZ ORDER  -  FIRST
 RL1580
 RL1580.The horizontal coordinates were established by classical geodetic methods
 RL1580.and adjusted by the National Geodetic Survey in February 1997..
 RL1580
 RL1580.The orthometric height was scaled from a topographic map.
 RL1580
 RL1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1580
 RL1580.The geoid height was determined by GEOID03.
 RL1580
 RL1580;                    North         East     Units Scale Factor Converg.
 RL1580;SPC MI N     -   173,170.685 7,847,526.979   MT  0.99990307   -1 25 52.9
 RL1580;SPC MI N     -   568,145.29 25,746,479.59   iFT  0.99990307   -1 25 52.9
 RL1580;UTM  16      - 5,131,982.946   347,558.698   MT  0.99988566   -1 25 57.2
 RL1580
 RL1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RL1580!SPC MI N     -   0.99991985  x   0.99990307  =   0.99982293
 RL1580!UTM  16      -   0.99991985  x   0.99988566  =   0.99980552
 RL1580
 RL1580:                Primary Azimuth Mark                     Grid Az
 RL1580:SPC MI N     -  MALLARD AZ MK                            165 17 08.0
 RL1580:UTM  16      -  MALLARD AZ MK                            165 17 12.3
 RL1580
 RL1580|---------------------------------------------------------------------|
 RL1580| PID    Reference Object                     Distance      Geod. Az  |
 RL1580|                                                           dddmmss.s |
 RL1580| CJ3262 MALLARD AZ MK                                      1635115.1 |
 RL1580| RL1581 MALLARD LAKE LOT USGS               APPROX. 3.0 KM 1822121.6 |
 RL1580| RL1605 IMP LAKE LOOKOUT TOWER USGS         APPROX.14.3 KM 2094235.1 |
 RL1580| CJ3263 MALLARD RM 1                          8.739 METERS 24638     |
 RL1580| CJ3264 MALLARD RM 2                         23.705 METERS 31958     |
 RL1580| RL1582 TROUT CREEK LOOKOUT TOWER USGS      APPROX.12.9 KM 3561344.9 |
 RL1580|---------------------------------------------------------------------|
 RL1580
 RL1580                          SUPERSEDED SURVEY CONTROL
 RL1580
 RL1580  NAD 83(1994)-  46 19 27.37015(N)    088 58 49.15447(W) AD(       ) 1
 RL1580  NAD 83(1986)-  46 19 27.37020(N)    088 58 49.15359(W) AD(       ) 1
 RL1580  NAD 27      -  46 19 27.55500(N)    088 58 48.65500(W) AD(       ) 1
 RL1580
 RL1580.Superseded values are not recommended for survey control.
 RL1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1580.See file dsdata.txt to determine how the superseded data were derived.
 RL1580
 RL1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4755931983(NAD 83)
 RL1580_MARKER: DS = TRIANGULATION STATION DISK
 RL1580_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 RL1580_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 RL1580
 RL1580  HISTORY     - Date     Condition        Report By
 RL1580  HISTORY     - 1940     MONUMENTED       CGS
 RL1580
 RL1580                          STATION DESCRIPTION
 RL1580
 RL1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1580'STATION IS LOCATED ABOUT 10 MILES EAST-NORTHEAST OF WATERSMEET,
 RL1580'NEAR THE CENTER OF SECTION 6, T. 45 N., R. 37 W., ON LAND OWNED
 RL1580'BY THE FEDERAL GOVERNMENT.  IT IS ON A LOW, WOODED HILL.
 RL1580'
 RL1580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 RL1580'BRONZE DISKS.
 RL1580'
 RL1580'TO REACH STATION FROM WATERSMEET, GO EAST ON U.S. HIGHWAY 2
 RL1580'FOR 8.2 MILES TO A NEW GRADED CIVILIAN CONSERVATION CORPS
 RL1580'ROAD TO THE LEFT, NORTH, TURN NORTH AND GO 2.9 MILES TO THE
 RL1580'MALLARD LAKE LOOKOUT TOWER, TURN RIGHT, EAST, AND GO 0.5 MILE TO
 RL1580'A FORK, TAKE LEFT FORK AND GO 1.35 MILES TO THE AZIMUTH MARK
 RL1580'ON THE RIGHT, CONTINUE NORTHEAST AND NORTH FOR 0.85 MILE TO
 RL1580'AN OLD LOG ROAD TO THE LEFT, WEST, TURN LEFT AND FOLLOW TRACK
 RL1580'ROAD 0.25 MILE TO END AT BASE OF HILL, FROM HERE PACK UP HILL
 RL1580'NORTH-NORTHWEST ABOUT 80 YARDS TO TOP OF HILL AND STATION.
 RL1580'
 RL1580'STATION MARK IS SET IN THE TOP OF A 4-INCH IRON PIPE AND PROJECTS
 RL1580'6 INCHES.  IT IS STAMPED MALLARD 1940 AND IS 20 FEET SOUTHWEST
 RL1580'OF 12-INCH MAPLE TREE, 34 FEET SOUTHWEST OF A TRIANGULAR-BLAZED
 RL1580'24-INCH MAPLE TREE, 23 FEET WEST OF A 6-INCH BALSAM TREE AND
 RL1580'12 FEET NORTH OF A 12-INCH MAPLE TREE.
 RL1580'
 RL1580'REFERENCE MARK NO. 1 IS SET IN THE TOP OF A 4-INCH IRON PIPE
 RL1580'AND PROJECTS 6 INCHES.  IT IS STAMPED MALLARD NO. 1 1940.
 RL1580'
 RL1580'REFERENCE MARK NO. 2 IS SET IN THE TOP OF A 4-INCH IRON PIPE
 RL1580'AND PROJECTS 6 INCHES.  IT IS STAMPED MALLARD NO. 2 1940.
 RL1580'
 RL1580'THE AZIMUTH MARK IS STAMPED MALLARD 1940 AND PROJECTS 6 INCHES.
 RL1580'IT IS 6 FEET NORTH OF A CLUSTER OF 6 SMALL MAPLE TREES AND 45
 RL1580'FEET EAST OF THE CENTER OF THE CIVILIAN CONSERVATION CORPS ROAD.
 RL1580'
 RL1580'U.S. FOREST SERVICE LOOKOUT TOWER, MALLARD, IS ABOUT 3 MILES
 RL1580'SOUTH OF THE STATION AND IS VISIBLE FROM THE GROUND WITH VERY
 RL1580'LITTLE CLEARING NEAR THE STATION.
 RL1580'
 RL1580'A 64-FOOT TOWER IS NECESSARY TO SEE THE AZIMUTH MARK.
 RL1580'
 RL1580'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1581 ***********************************************************************
 RL1581  DESIGNATION -  MALLARD LAKE LOT USGS
 RL1581  PID         -  RL1581
 RL1581  STATE/COUNTY-  MI/IRON
 RL1581  USGS QUAD   -  SMOKY LAKE (1981)
 RL1581
 RL1581                         *CURRENT SURVEY CONTROL
 RL1581  ___________________________________________________________________
 RL1581* NAD 83(1994)-  46 17 49.82540(N)    088 58 54.94882(W)     ADJUSTED  
 RL1581* NAVD 88     -                                                        
 RL1581  ___________________________________________________________________
 RL1581  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 RL1581  GEOID HEIGHT-         -31.61  (meters)                     GEOID03
 RL1581
 RL1581  HORZ ORDER  -  THIRD
 RL1581
 RL1581.The horizontal coordinates were established by classical geodetic methods
 RL1581.and adjusted by the National Geodetic Survey in February 1997..
 RL1581
 RL1581
 RL1581.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1581
 RL1581.The geoid height was determined by GEOID03.
 RL1581
 RL1581;                    North         East     Units Scale Factor Converg.
 RL1581;SPC MI N     -   170,163.002 7,847,327.875   MT  0.99990286   -1 25 57.1
 RL1581;SPC MI N     -   558,277.57 25,745,826.36   iFT  0.99990286   -1 25 57.1
 RL1581;UTM  16      - 5,128,975.316   347,359.551   MT  0.99988641   -1 25 59.1
 RL1581
 RL1581                          SUPERSEDED SURVEY CONTROL
 RL1581
 RL1581  NAD 83(1994)-  46 17 49.82137(N)    088 58 54.94519(W) AD(       ) 4
 RL1581  NAD 83(1986)-  46 17 49.82198(N)    088 58 54.94360(W) AD(       ) 4
 RL1581  NAD 27      -  46 17 50.00300(N)    088 58 54.44600(W) AD(       ) 3
 RL1581
 RL1581.Superseded values are not recommended for survey control.
 RL1581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1581.See file dsdata.txt to determine how the superseded data were derived.
 RL1581
 RL1581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS4736028975(NAD 83)
 RL1581_MARKER: DD = SURVEY DISK
 RL1581_SETTING: 0 = UNSPECIFIED SETTING
 RL1581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RL1581
 RL1581  HISTORY     - Date     Condition        Report By
 RL1581  HISTORY     - 1938     MONUMENTED       USGS
 RL1581  HISTORY     - 1940     GOOD             CGS
 RL1581
 RL1581                          STATION DESCRIPTION
 RL1581
 RL1581'DESCRIBED BY US GEOLOGICAL SURVEY 1938
 RL1581'LOCATED 2.5 MILES S OF CORNER OF GOGEBIC, IRON AND ONTONAGON
 RL1581'COUNTIES, NEAR SE CORNER NW 1/4 SEC. 18, T. 45 N., R. 37 W.
 RL1581'STATION IS MARKED BY U.S.G.S. STANDARD TABLET STAMPED MALLARD
 RL1581'1938, SET IN CONCRETE POST AND CENTERED UNDER LOOKOUT TOWER.
 RL1581
 RL1581                          STATION RECOVERY (1940)
 RL1581
 RL1581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (KBJ)
 RL1581'THE STATION IS A STANDARD U.S. FOREST SERVICE LOOKOUT TOWER
 RL1581'IN THE OTTAWA NATIONAL FOREST AND IS LOCATED ABOUT 9 MILES
 RL1581'EAST OF WATERSMEET, 0.5 MILE SOUTHWEST OF THE WEST END OF
 RL1581'MALLARD LAKE NEAR THE GOGEBIC-IRON COUNTY LINE.  THE FINIAL
 RL1581'AT THE CENTER OF THE TOWER ROOF IS THE POINT SIGHTED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MD1869 ***********************************************************************
 MD1869  DESIGNATION -  MALONE
 MD1869  PID         -  MD1869
 MD1869  STATE/COUNTY-  MI/BRANCH
 MD1869  USGS QUAD   -  CALIFORNIA (1960)
 MD1869
 MD1869                         *CURRENT SURVEY CONTROL
 MD1869  ___________________________________________________________________
 MD1869* NAD 83(1994)-  41 50 24.87848(N)    084 55 40.72014(W)     ADJUSTED  
 MD1869* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 MD1869  ___________________________________________________________________
 MD1869  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 MD1869  GEOID HEIGHT-         -33.47  (meters)                     GEOID03
 MD1869
 MD1869  HORZ ORDER  -  FIRST
 MD1869
 MD1869.The horizontal coordinates were established by classical geodetic methods
 MD1869.and adjusted by the National Geodetic Survey in February 1997..
 MD1869
 MD1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 MD1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MD1869
 MD1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 MD1869
 MD1869.The geoid height was determined by GEOID03.
 MD1869
 MD1869;                    North         East     Units Scale Factor Converg.
 MD1869;SPC MI S     -    37,950.209 3,953,375.812   MT  1.00007160   -0 22 55.2
 MD1869;SPC MI S     -   124,508.56 12,970,393.08   iFT  1.00007160   -0 22 55.2
 MD1869;UTM  16      - 4,634,114.415   672,032.692   MT  0.99996419   +1 22 57.0
 MD1869
 MD1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MD1869!SPC MI S     -   0.99995497  x   1.00007160  =   1.00002657
 MD1869!UTM  16      -   0.99995497  x   0.99996419  =   0.99991916
 MD1869
 MD1869|---------------------------------------------------------------------|
 MD1869| PID    Reference Object                     Distance      Geod. Az  |
 MD1869|                                                           dddmmss.s |
 MD1869| CE6840 MALONE RM 1                          26.455 METERS 13208     |
 MD1869| CE6839 MALONE AZ MK                                       2053850.6 |
 MD1869| CE6841 MALONE RM 2                          21.201 METERS 21211     |
 MD1869|---------------------------------------------------------------------|
 MD1869
 MD1869                          SUPERSEDED SURVEY CONTROL
 MD1869
 MD1869  NAD 83(1986)-  41 50 24.87894(N)    084 55 40.73294(W) AD(       ) 1
 MD1869  NAD 27      -  41 50 24.70406(N)    084 55 40.85711(W) AD(       ) 1
 MD1869  NGVD 29 (07/19/86)  320.7    (m)         1052.     (f) VERT ANG       
 MD1869
 MD1869.Superseded values are not recommended for survey control.
 MD1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MD1869.See file dsdata.txt to determine how the superseded data were derived.
 MD1869
 MD1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7203334114(NAD 83)
 MD1869_MARKER: DS = TRIANGULATION STATION DISK
 MD1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MD1869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 MD1869
 MD1869  HISTORY     - Date     Condition        Report By
 MD1869  HISTORY     - 1970     MONUMENTED       NGS
 MD1869  HISTORY     - 1980     GOOD             MIDH
 MD1869
 MD1869                          STATION DESCRIPTION
 MD1869
 MD1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 MD1869'THE STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF COLDWATER,
 MD1869'7 MILES
 MD1869'SOUTH-SOUTHWEST OF QUINCY AND 5-1/2 MILES NORTH OF THE INDIANA-
 MD1869'MICHIGAN STATE LINE.  IT
 MD1869'IS IN THE SOUTHWEST CORNER OF A BRUSHY FIELD
 MD1869'IN THE SE 1/4 SEC. 19, T 7 S, R 5 W AND ON
 MD1869'LAND OWNED BY MR. R. P. MALONE
 MD1869'WHO LIVES IN THE FIRST HOUSE WEST OF THE STATION AND SOUTH OF
 MD1869'WARREN ROAD.
 MD1869'
 MD1869'TO REACH THE STATION FROM THE POST OFFICE IN QUINCY, GO SOUTH ON
 MD1869'N MAIN STREET FOR
 MD1869'0.05 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON
 MD1869'U. S. HIGHWAY 12 FOR 2.6 MILES TO A
 MD1869'CROSSROAD.  TURN LEFT AND GO SOUTH
 MD1869'ON FREMONT ROAD FOR 7 MILES TO A CROSSROAD.  (TO REACH
 MD1869'THE AZIMUTH MARK
 MD1869'FROM THIS POINT CONTINUE SOUTH ON FREMONT ROAD FOR 0.5 MILE TO THE
 MD1869'NORTHWEST CORNER OF A
 MD1869'CEMETERY AND THE AZIMUTH MARK ON THE LEFT.) TURN LEFT
 MD1869'AND GO EAST ON WARREN ROAD FOR
 MD1869'0.2 MILE TO THE STATION ON THE LEFT.
 MD1869'
 MD1869'STATION MARKS ARE STANDARD DISKS STAMPED MALONE 1970.  THE SURFACE
 MD1869'DISK IS SET IN THE
 MD1869'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 MD1869'IS 14 INCHES BELOW THE GROUND
 MD1869'SURFACE.  IT IS 72 FEET NORTH-NORTHWEST
 MD1869'OF A 36-INCH OAK TREE AND 38 FEET NORTH OF THE
 MD1869'CENTER OF WARREN ROAD.
 MD1869'THE UNDERGROUND MARK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 MD1869'MASS 42 INCHES BELOW
 MD1869'THE GROUND SURFACE.
 MD1869'
 MD1869'REFERENCE MARK 1, A STANDARD DISK STAMPED MALONE NO 1 1970, IS SET
 MD1869'IN THE TOP OF A
 MD1869'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 MD1869'2 INCHES ABOVE THE GROUND SURFACE.
 MD1869'IT IS 22.5 FEET SOUTH OF THE CENTER
 MD1869'OF THE ROAD AND 25.4 FEET EAST-NORTHEAST OF THE OAK
 MD1869'TREE AND IS APPROXIMATELY
 MD1869'3 FEET LOWER THAN THE STATION.
 MD1869'
 MD1869'REFERENCE MARK 2, A STANDARD DISK STAMPED MALONE NO 2 1970, IS SET
 MD1869'IN THE TOP OF A
 MD1869'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 MD1869'INCHES ABOVE THE GROUND SURFACE.
 MD1869'IT IS 76 FEET WEST OF THE OAK TREE
 MD1869'AND 25 FEET SOUTH OF THE CENTER OF THE ROAD AND IS
 MD1869'APPROXIMATELY 2 FEET
 MD1869'LOWER THAN THE STATION.
 MD1869'
 MD1869'THE AZIMUTH MARK, A STANDARD DISK STAMPED MALONE 1970, IS SET IN
 MD1869'THE TOP OF A
 MD1869'12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 6
 MD1869'INCHES ABOVE THE GROUND
 MD1869'SURFACE.  IT IS 29 FEET EAST OF THE CENTER OF
 MD1869'FREMONT ROAD, 2.5 FEET NORTHEAST OF A 8 BY
 MD1869'8 INCH CORNER POST, 2 FEET
 MD1869'NORTH OF A FENCE AND IS APPROXIMATELY 2 FEET HIGHER THAN THE
 MD1869'ROAD SURFACE.
 MD1869'
 MD1869'HEIGHT OF LIGHT ABOVE STATION MARK 30.8 METERS.
 MD1869
 MD1869                          STATION RECOVERY (1980)
 MD1869
 MD1869'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (KHS)
 MD1869'THE STATION MARK, REFERENCE MARKS 1, 2, AND THE AZIMUTH MARK WERE
 MD1869'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 MD1869'SET METAL WITNESS POST  3 FEET SOUTHWEST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0497 ***********************************************************************
 PL0497  DESIGNATION -  MANCELONA
 PL0497  PID         -  PL0497
 PL0497  STATE/COUNTY-  MI/ANTRIM
 PL0497  USGS QUAD   -  MANCELONA (1985)
 PL0497
 PL0497                         *CURRENT SURVEY CONTROL
 PL0497  ___________________________________________________________________
 PL0497* NAD 83(1994)-  44 53 34.71523(N)    085 02 06.88647(W)     ADJUSTED  
 PL0497* NAVD 88     -       421.77   (+/-2cm)    1383.8    (feet)  VERTCON   
 PL0497  ___________________________________________________________________
 PL0497  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 PL0497  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PL0497
 PL0497  HORZ ORDER  -  FIRST
 PL0497  VERT ORDER  -  THIRD ? (See Below)
 PL0497
 PL0497.The horizontal coordinates were established by classical geodetic methods
 PL0497.and adjusted by the National Geodetic Survey in February 1997..
 PL0497
 PL0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0497.The vertical order pertains to the NGVD 29 superseded value.
 PL0497
 PL0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0497
 PL0497.The geoid height was determined by GEOID03.
 PL0497
 PL0497;                    North         East     Units Scale Factor Converg.
 PL0497;SPC MI C     -   175,376.936 5,947,191.760   MT  0.99991309   -0 28 20.2
 PL0497;SPC MI C     -   575,383.65 19,511,783.99   iFT  0.99991309   -0 28 20.2
 PL0497;UTM  16      - 4,972,939.310   655,140.817   MT  0.99989597   +1 23 13.1
 PL0497
 PL0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0497!SPC MI C     -   0.99993923  x   0.99991309  =   0.99985233
 PL0497!UTM  16      -   0.99993923  x   0.99989597  =   0.99983521
 PL0497
 PL0497|---------------------------------------------------------------------|
 PL0497| PID    Reference Object                     Distance      Geod. Az  |
 PL0497|                                                           dddmmss.s |
 PL0497| CH1365 MANCELONA RM 1                       25.137 METERS 06248     |
 PL0497| PL0495 PICKEREL LAKE LOOKOUT TOWER         APPROX.11.3 KM 1595221.1 |
 PL0497| CH1366 MANCELONA RM 2                       22.363 METERS 16044     |
 PL0497| PL0498 MANCELONA FIRE LOOKOUT TOWER         13.208 METERS 18417     |
 PL0497| PL0501 KALKASKA CH OF CHRIST SPIRE         APPROX.20.8 KM 2125313.4 |
 PL0497| PL0502 FULFORD                             APPROX.26.8 KM 2341749.8 |
 PL0497|---------------------------------------------------------------------|
 PL0497
 PL0497                          SUPERSEDED SURVEY CONTROL
 PL0497
 PL0497  NAD 83(1986)-  44 53 34.71227(N)    085 02 06.89216(W) AD(       ) 1
 PL0497  NAD 27      -  44 53 34.69700(N)    085 02 06.70700(W) AD(       ) 1
 PL0497  NGVD 29 (07/19/86)  421.85   (m)         1384.0    (f) LEVELING    3  
 PL0497
 PL0497.Superseded values are not recommended for survey control.
 PL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0497.See file dsdata.txt to determine how the superseded data were derived.
 PL0497
 PL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5514172939(NAD 83)
 PL0497_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0497
 PL0497  HISTORY     - Date     Condition        Report By
 PL0497  HISTORY     - 1932     MONUMENTED       CGS
 PL0497  HISTORY     - 1978     GOOD             NGS
 PL0497  HISTORY     - 1980     GOOD             MIDH
 PL0497  HISTORY     - 19920908 GOOD             USPSQD
 PL0497
 PL0497                          STATION DESCRIPTION
 PL0497
 PL0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 PL0497'ABOUT 1 MILE SOUTHEAST
 PL0497'OF MANCELONA, ON
 PL0497'PROPERTY OWNED BY GEORGE LESHER, ON HIGHEST PART OF PROMINENT
 PL0497'RIDGE, 43.3 FEET NORTH OF CENTER OF
 PL0497'MANCELONA FIRE LOOKOUT TOWER, 13 FEET WEST OF
 PL0497'DOUBLE ELM TREE, AND 13 FEET EAST-NORTHEAST OF 12-INCH
 PL0497'ELM TREE.  TO REACH FROM
 PL0497'RAILROAD STATION AT MANCELONA, GO EAST 1.5 MILES ON COUNTY ROAD 618
 PL0497'TO T-INTERSECTION, GO SOUTH 0.25
 PL0497'MILE TO ROAD ALONG TELEPHONE LINE, FOLLOW WEST 0.2 MILE
 PL0497'TO ROAD TO SOUTH THROUGH WOODS,
 PL0497'AND FOLLOW THIS ROAD SOUTH TO STATION SITE NEAR
 PL0497'MANCELONA FIRE LOOKOUT TOWER.  SURFACE AND
 PL0497'UNDERGROUND MARKS ARE STANDARD
 PL0497'DISK STATION MARKS IN CONCRETE 1A AND 7A.  UPPER MARK
 PL0497'PROJECTS 3 INCHES.
 PL0497'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0497'NO. 1 PROJECTS 3
 PL0497'INCHES, IS 12 FEET SOUTH OF ROAD TO FIRE TOWER, 19.5 FEET EAST OF
 PL0497'18-INCH MAPLE TREE, AND 82.47
 PL0497'FEET (SLOPE) FROM STATION IN AZIMUTH 242 DEG. 48 MIN.  NO. 2 PROJECTS
 PL0497'2 INCHES, IS AT SOUTHEAST OF ENCLOSURE
 PL0497'AROUND FIRE TOWER, 42 FEET SOUTH-SOUTHEAST
 PL0497'OF NORTHEAST CORNER OF FIRE TOWER, 41 FEET EAST-SOUTHEAST
 PL0497'OF SOUTHWEST CORNER
 PL0497'OF FIRE TOWER, 10 FEET SOUTH OF 10-INCH ELM TREE, AND 73.37 FEET FROM
 PL0497'STATION IN AZIMUTH 340 DEG. 44
 PL0497'MIN.  CENTER OF MANCELONA TOWER IS 43.3 FEET FROM STATION IN AZIMUTH
 PL0497'4 DEG. 17 MIN.
 PL0497
 PL0497                          STATION RECOVERY (1978)
 PL0497
 PL0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 PL0497'THE STATION MARK WAS RECOVERED AS DESCRIBED.  THE REFERENCE MARKS
 PL0497'WERE SEARCHED FOR BUT NOT RECOVERED.
 PL0497'
 PL0497'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 PL0497'SOUTHEAST OF MANCELONA.
 PL0497
 PL0497                          STATION RECOVERY (1980)
 PL0497
 PL0497'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0497'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0497'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 2 COMPARE FAVORABLY
 PL0497'WITH 1932 DATA.
 PL0497'
 PL0497'TO REACH DESCRIPTION OF 1932 IS GOOD.
 PL0497
 PL0497                          STATION RECOVERY (1992)
 PL0497
 PL0497'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0498 ***********************************************************************
 PL0498  DESIGNATION -  MANCELONA FIRE LOOKOUT TOWER
 PL0498  PID         -  PL0498
 PL0498  STATE/COUNTY-  MI/ANTRIM
 PL0498  USGS QUAD   -  MANCELONA (1985)
 PL0498
 PL0498                         *CURRENT SURVEY CONTROL
 PL0498  ___________________________________________________________________
 PL0498* NAD 83(1994)-  44 53 34.28856(N)    085 02 06.93141(W)     ADJUSTED  
 PL0498* NAVD 88     -                                                        
 PL0498  ___________________________________________________________________
 PL0498  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 PL0498  GEOID HEIGHT-         -34.16  (meters)                     GEOID03
 PL0498
 PL0498  HORZ ORDER  -  THIRD
 PL0498
 PL0498.The horizontal coordinates were established by classical geodetic methods
 PL0498.and adjusted by the National Geodetic Survey in February 1997..
 PL0498
 PL0498
 PL0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0498
 PL0498.The geoid height was determined by GEOID03.
 PL0498
 PL0498;                    North         East     Units Scale Factor Converg.
 PL0498;SPC MI C     -   175,363.775 5,947,190.666   MT  0.99991309   -0 28 20.3
 PL0498;SPC MI C     -   575,340.47 19,511,780.40   iFT  0.99991309   -0 28 20.3
 PL0498;UTM  16      - 4,972,926.121   655,140.150   MT  0.99989596   +1 23 13.0
 PL0498
 PL0498                          SUPERSEDED SURVEY CONTROL
 PL0498
 PL0498  NAD 83(1986)-  44 53 34.28559(N)    085 02 06.93704(W) AD(       ) 4
 PL0498  NAD 27      -  44 53 34.27030(N)    085 02 06.75171(W) AD(       ) 3
 PL0498
 PL0498.Superseded values are not recommended for survey control.
 PL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0498.See file dsdata.txt to determine how the superseded data were derived.
 PL0498
 PL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ5514072926(NAD 83)
 PL0498_MARKER: 57 = LOOKOUT TOWER
 PL0498
 PL0498  HISTORY     - Date     Condition        Report By
 PL0498  HISTORY     - 1932     FIRST OBSERVED
 PL0498  HISTORY     - 1978     GOOD             NGS
 PL0498  HISTORY     - 19920908 GOOD             USPSQD
 PL0498  HISTORY     - 20010806 GOOD             NGS
 PL0498
 PL0498                          STATION DESCRIPTION
 PL0498
 PL0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (WTD)
 PL0498'RECOVERED AS DESCRIBED.  THE TOWER IS NO LONGER USED AS A FIRE
 PL0498'LOOKOUT TOWER.  IT NOW HAS TV MICROWAVE LINK ANTENNAS ATTACHED TO
 PL0498'IT.
 PL0498'
 PL0498'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHEAST
 PL0498'OF MANCELONA.
 PL0498
 PL0498                          STATION RECOVERY (1992)
 PL0498
 PL0498'RECOVERY NOTE BY US POWER SQUADRON 1992 (BV)
 PL0498'RECOVERED IN GOOD CONDITION.
 PL0498
 PL0498                          STATION RECOVERY (2001)
 PL0498
 PL0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PL0498'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0082 ***********************************************************************
 OJ0082  DESIGNATION -  MANHOLE USLS
 OJ0082  PID         -  OJ0082
 OJ0082  STATE/COUNTY-  MI/SANILAC
 OJ0082  USGS QUAD   -  PORT SANILAC (1963)
 OJ0082
 OJ0082                         *CURRENT SURVEY CONTROL
 OJ0082  ___________________________________________________________________
 OJ0082* NAD 83(1986)-  43 26 32.     (N)    082 32 49.     (W)     SCALED    
 OJ0082* NAVD 88     -       187.398  (meters)     614.82   (feet)  ADJUSTED  
 OJ0082  ___________________________________________________________________
 OJ0082  GEOID HEIGHT-         -34.66  (meters)                     GEOID03
 OJ0082  DYNAMIC HT  -         187.362 (meters)     614.70  (feet)  COMP
 OJ0082  MODELED GRAV-     980,425.0   (mgal)                       NAVD 88
 OJ0082
 OJ0082  VERT ORDER  -  FIRST     CLASS 0
 OJ0082
 OJ0082.The horizontal coordinates were scaled from a topographic map and have
 OJ0082.an estimated accuracy of +/- 6 seconds.
 OJ0082
 OJ0082.The orthometric height was determined by differential leveling
 OJ0082.and adjusted by the National Geodetic Survey in June 1991..
 OJ0082
 OJ0082.The geoid height was determined by GEOID03.
 OJ0082
 OJ0082.The dynamic height is computed by dividing the NAVD 88
 OJ0082.geopotential number by the normal gravity value computed on the
 OJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 OJ0082.degrees latitude (g = 980.6199 gals.).
 OJ0082
 OJ0082.The modeled gravity was interpolated from observed gravity values.
 OJ0082
 OJ0082;                    North         East    Units  Estimated Accuracy
 OJ0082;SPC MI S     -   217,330.    4,147,300.      MT  (+/- 180 meters Scaled)
 OJ0082
 OJ0082                          SUPERSEDED SURVEY CONTROL
 OJ0082
 OJ0082  NGVD 29 (??/??/??)  187.517  (m)          615.21   (f) ADJUSTED    1 0
 OJ0082
 OJ0082.Superseded values are not recommended for survey control.
 OJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0082.See file dsdata.txt to determine how the superseded data were derived.
 OJ0082
 OJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLJ748110(NAD 83)
 OJ0082_MARKER: Z = SEE DESCRIPTION
 OJ0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 OJ0082_SP_SET: MANHOLE
 OJ0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OJ0082
 OJ0082  HISTORY     - Date     Condition        Report By
 OJ0082  HISTORY     - 1970     MONUMENTED       USLS
 OJ0082  HISTORY     - 1970     GOOD             USLS
 OJ0082  HISTORY     - 1980     GOOD             NGS
 OJ0082  HISTORY     - 19940718 GOOD             USPSQD
 OJ0082  HISTORY     - 20010811 MARK NOT FOUND   USPSQD
 OJ0082
 OJ0082                          STATION DESCRIPTION
 OJ0082
 OJ0082'DESCRIBED BY US LAKE SURVEY 1970
 OJ0082'0.8 MI N FROM PORT SANILAC.
 OJ0082'MANHOLE IS IN SANILAC COUNTY, MICHIGAN, ABOUT 0.8 MILE NORTH
 OJ0082'OF INTERSECTION OF HIGHWAY M-46 AND LAKESHORE ROAD (U.S. 25)
 OJ0082'IN PORT SANILAC, 55.0 FEET SOUTHEAST OF A UTILITY POLE, 1 FEET
 OJ0082'WEST OF CENTERLINE OF HIGHWAY U.S. 25, 2.9 FEET EAST OF WEST
 OJ0082'EDGE AND 0.1 FEET WEST OF EAST EDGE OF 3-FOOT DIAMETER CONCRETE
 OJ0082'MANHOLE, 2-FEET ABOVE THE GROUND, BEING HIGHEST POINT ON TOP OF
 OJ0082'A 5/8-INCH HEXAGONAL BRASS ROD SET INTO THE TOP OF THE MANHOLE.
 OJ0082'BM MANHOLE 1970.
 OJ0082
 OJ0082                          STATION RECOVERY (1980)
 OJ0082
 OJ0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 OJ0082'1.3 KILOMETERS (0.8 MILE) NORTH ALONG U.S. HIGHWAY 25 FROM THE
 OJ0082'JUNCTION OF STATE HIGHWAY 46 IN PORT SANILAC, NEAR THE SOUTHEAST
 OJ0082'CORNER OF THE PROPERTY OF HOUSE NUMBER 423, SET IN THE TOP OF A
 OJ0082'3 FOOT DIAMETER CONCRETE MANHOLE ON THE WEST SIDE OF THE HIGHWAY,
 OJ0082'9.4 METERS (31.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 76
 OJ0082'METERS (250.0 FEET) SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE
 OJ0082'NUMBER 423, AND 5.5 METERS (18.0 FEET) SOUTHEAST OF A UTILITY POLE.
 OJ0082'THE MARK IS 0.7 M ABOVE GROUND.
 OJ0082
 OJ0082                          STATION RECOVERY (1994)
 OJ0082
 OJ0082'RECOVERY NOTE BY US POWER SQUADRON 1994
 OJ0082'RECOVERED IN GOOD CONDITION.
 OJ0082
 OJ0082                          STATION RECOVERY (2001)
 OJ0082
 OJ0082'RECOVERY NOTE BY US POWER SQUADRON 2001 (DR)
 OJ0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0577 ***********************************************************************
 PM0577  DESIGNATION -  MANISTEE BREAKWATER LIGHT
 PM0577  PID         -  PM0577
 PM0577  STATE/COUNTY-  MI/MANISTEE
 PM0577  USGS QUAD   -  
 PM0577
 PM0577                         *CURRENT SURVEY CONTROL
 PM0577  ___________________________________________________________________
 PM0577* NAD 83(1994)-  44 15 05.27974(N)    086 20 59.94023(W)     ADJUSTED  
 PM0577* NAVD 88     -                                                        
 PM0577  ___________________________________________________________________
 PM0577  LAPLACE CORR-           5.31  (seconds)                    DEFLEC99
 PM0577  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PM0577
 PM0577  HORZ ORDER  -  THIRD
 PM0577
 PM0577.The horizontal coordinates were established by classical geodetic methods
 PM0577.and adjusted by the National Geodetic Survey in February 1997..
 PM0577
 PM0577
 PM0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0577
 PM0577.The geoid height was determined by GEOID03.
 PM0577
 PM0577;                    North         East     Units Scale Factor Converg.
 PM0577;SPC MI C     -   105,813.414 5,841,617.270   MT  0.99998508   -1 24 03.7
 PM0577;SPC MI C     -   347,156.87 19,165,410.99   iFT  0.99998508   -1 24 03.7
 PM0577;UTM  16      - 4,900,008.714   551,893.919   MT  0.99963312   +0 27 13.0
 PM0577
 PM0577                          SUPERSEDED SURVEY CONTROL
 PM0577
 PM0577  NAD 83(1986)-  44 15 05.28533(N)    086 20 59.94052(W) AD(       ) 4
 PM0577  NAD 27      -  44 15 05.27781(N)    086 20 59.62717(W) AD(       ) 3
 PM0577
 PM0577.Superseded values are not recommended for survey control.
 PM0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0577.See file dsdata.txt to determine how the superseded data were derived.
 PM0577
 PM0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5189400009(NAD 83)
 PM0577_MARKER: 14 = NAVIGATION LIGHT
 PM0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0577+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 PM0577
 PM0577  HISTORY     - Date     Condition        Report By
 PM0577  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0577  HISTORY     - 1965     GOOD             USLS
 PM0577  HISTORY     - 1966     GOOD             USLS
 PM0577  HISTORY     - 1990     GOOD             USPSQD
 PM0577  HISTORY     - 1991     GOOD             USPSQD
 PM0577  HISTORY     - 20010331 GOOD             NGS
 PM0577  HISTORY     - 20011128 GOOD             NGS
 PM0577  HISTORY     - 20031209 GOOD             USPSQD
 PM0577
 PM0577                          STATION DESCRIPTION
 PM0577
 PM0577'DESCRIBED BY US LAKE SURVEY 1965
 PM0577'STATION RECOVERED.
 PM0577
 PM0577                          STATION RECOVERY (1966)
 PM0577
 PM0577'RECOVERY NOTE BY US LAKE SURVEY 1966
 PM0577'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PM0577
 PM0577                          STATION RECOVERY (1990)
 PM0577
 PM0577'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0577'RECOVERED IN GOOD CONDITION.
 PM0577
 PM0577                          STATION RECOVERY (1991)
 PM0577
 PM0577'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0577'RECOVERED IN GOOD CONDITION.
 PM0577
 PM0577                          STATION RECOVERY (2001)
 PM0577
 PM0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0577'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0577' 
 PM0577
 PM0577                          STATION RECOVERY (2001)
 PM0577
 PM0577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0577'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0577
 PM0577                          STATION RECOVERY (2003)
 PM0577
 PM0577'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0577'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0573 ***********************************************************************
 PM0573  DESIGNATION -  MANISTEE FIRST CONG CH SPIRE
 PM0573  PID         -  PM0573
 PM0573  STATE/COUNTY-  MI/MANISTEE
 PM0573  USGS QUAD   -  
 PM0573
 PM0573                         *CURRENT SURVEY CONTROL
 PM0573  ___________________________________________________________________
 PM0573* NAD 83(1994)-  44 14 36.40611(N)    086 19 31.47962(W)     ADJUSTED  
 PM0573* NAVD 88     -                                                        
 PM0573  ___________________________________________________________________
 PM0573  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 PM0573  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PM0573
 PM0573  HORZ ORDER  -  THIRD
 PM0573
 PM0573.The horizontal coordinates were established by classical geodetic methods
 PM0573.and adjusted by the National Geodetic Survey in February 1997..
 PM0573
 PM0573
 PM0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0573
 PM0573.The geoid height was determined by GEOID03.
 PM0573
 PM0573;                    North         East     Units Scale Factor Converg.
 PM0573;SPC MI C     -   104,874.791 5,843,557.656   MT  0.99998676   -1 23 01.2
 PM0573;SPC MI C     -   344,077.40 19,171,777.09   iFT  0.99998676   -1 23 01.2
 PM0573;UTM  16      - 4,899,133.684   553,862.971   MT  0.99963568   +0 28 14.4
 PM0573
 PM0573                          SUPERSEDED SURVEY CONTROL
 PM0573
 PM0573  NAD 83(1986)-  44 14 36.41203(N)    086 19 31.48136(W) AD(       ) 4
 PM0573  NAD 27      -  44 14 36.40261(N)    086 19 31.17005(W) AD(       ) 3
 PM0573
 PM0573.Superseded values are not recommended for survey control.
 PM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0573.See file dsdata.txt to determine how the superseded data were derived.
 PM0573
 PM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5386399134(NAD 83)
 PM0573_MARKER: 90 = CHURCH SPIRE
 PM0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0573+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 PM0573
 PM0573  HISTORY     - Date     Condition        Report By
 PM0573  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0573  HISTORY     - 1966     GOOD             CGS
 PM0573  HISTORY     - 1990     GOOD             USPSQD
 PM0573  HISTORY     - 1991     GOOD             USPSQD
 PM0573  HISTORY     - 20010331 GOOD             NGS
 PM0573  HISTORY     - 20011128 GOOD             NGS
 PM0573  HISTORY     - 20031209 GOOD             USPSQD
 PM0573
 PM0573                          STATION DESCRIPTION
 PM0573
 PM0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 PM0573'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PM0573
 PM0573                          STATION RECOVERY (1990)
 PM0573
 PM0573'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0573'RECOVERED IN GOOD CONDITION.
 PM0573
 PM0573                          STATION RECOVERY (1991)
 PM0573
 PM0573'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0573'RECOVERED IN GOOD CONDITION.
 PM0573
 PM0573                          STATION RECOVERY (2001)
 PM0573
 PM0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0573'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0573
 PM0573                          STATION RECOVERY (2001)
 PM0573
 PM0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0573'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0573
 PM0573                          STATION RECOVERY (2003)
 PM0573
 PM0573'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0574 ***********************************************************************
 PM0574  DESIGNATION -  MANISTEE GUARDIAN ANGEL CH
 PM0574  PID         -  PM0574
 PM0574  STATE/COUNTY-  MI/MANISTEE
 PM0574  USGS QUAD   -  
 PM0574
 PM0574                         *CURRENT SURVEY CONTROL
 PM0574  ___________________________________________________________________
 PM0574* NAD 83(1994)-  44 14 31.47238(N)    086 19 20.20151(W)     ADJUSTED  
 PM0574* NAVD 88     -                                                        
 PM0574  ___________________________________________________________________
 PM0574  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 PM0574  GEOID HEIGHT-         -35.16  (meters)                     GEOID03
 PM0574
 PM0574  HORZ ORDER  -  THIRD
 PM0574
 PM0574.The horizontal coordinates were established by classical geodetic methods
 PM0574.and adjusted by the National Geodetic Survey in February 1997..
 PM0574
 PM0574
 PM0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0574
 PM0574.The geoid height was determined by GEOID03.
 PM0574
 PM0574;                    North         East     Units Scale Factor Converg.
 PM0574;SPC MI C     -   104,716.516 5,843,804.149   MT  0.99998705   -1 22 53.3
 PM0574;SPC MI C     -   343,558.12 19,172,585.79   iFT  0.99998705   -1 22 53.3
 PM0574;UTM  16      - 4,898,983.521   554,114.369   MT  0.99963601   +0 28 22.3
 PM0574
 PM0574                          SUPERSEDED SURVEY CONTROL
 PM0574
 PM0574  NAD 83(1986)-  44 14 31.47654(N)    086 19 20.20349(W) AD(       ) 4
 PM0574  NAD 27      -  44 14 31.46840(N)    086 19 19.89251(W) AD(       ) 3
 PM0574
 PM0574.Superseded values are not recommended for survey control.
 PM0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0574.See file dsdata.txt to determine how the superseded data were derived.
 PM0574
 PM0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5411498984(NAD 83)
 PM0574_MARKER: 90 = CHURCH SPIRE
 PM0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0574+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2003
 PM0574
 PM0574  HISTORY     - Date     Condition        Report By
 PM0574  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0574  HISTORY     - 1966     GOOD             CGS
 PM0574  HISTORY     - 1990     GOOD             USPSQD
 PM0574  HISTORY     - 1991     GOOD             USPSQD
 PM0574  HISTORY     - 20010331 GOOD             NGS
 PM0574  HISTORY     - 20011128 GOOD             NGS
 PM0574  HISTORY     - 20031209 GOOD             USPSQD
 PM0574
 PM0574                          STATION DESCRIPTION
 PM0574
 PM0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (ETO)
 PM0574'THE STATION WAS RECOVERED IN GOOD CONDITION.
 PM0574
 PM0574                          STATION RECOVERY (1990)
 PM0574
 PM0574'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0574'RECOVERED IN GOOD CONDITION.
 PM0574
 PM0574                          STATION RECOVERY (1991)
 PM0574
 PM0574'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0574'RECOVERED IN GOOD CONDITION.
 PM0574
 PM0574                          STATION RECOVERY (2001)
 PM0574
 PM0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0574'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0574
 PM0574                          STATION RECOVERY (2001)
 PM0574
 PM0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0574'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0574
 PM0574                          STATION RECOVERY (2003)
 PM0574
 PM0574'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0567 ***********************************************************************
 PM0567  DESIGNATION -  MANISTEE MERCY HOSPITAL CUPOLA
 PM0567  PID         -  PM0567
 PM0567  STATE/COUNTY-  MI/MANISTEE
 PM0567  USGS QUAD   -  
 PM0567
 PM0567                         *CURRENT SURVEY CONTROL
 PM0567  ___________________________________________________________________
 PM0567* NAD 83(1994)-  44 14 05.57733(N)    086 18 46.71487(W)     ADJUSTED  
 PM0567* NAVD 88     -                                                        
 PM0567  ___________________________________________________________________
 PM0567  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 PM0567  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PM0567
 PM0567  HORZ ORDER  -  THIRD
 PM0567
 PM0567.The horizontal coordinates were established by classical geodetic methods
 PM0567.and adjusted by the National Geodetic Survey in February 1997..
 PM0567
 PM0567
 PM0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0567
 PM0567.The geoid height was determined by GEOID03.
 PM0567
 PM0567;                    North         East     Units Scale Factor Converg.
 PM0567;SPC MI C     -   103,899.614 5,844,527.772   MT  0.99998858   -1 22 29.6
 PM0567;SPC MI C     -   340,878.00 19,174,959.88   iFT  0.99998858   -1 22 29.6
 PM0567;UTM  16      - 4,898,190.739   554,863.782   MT  0.99963702   +0 28 45.4
 PM0567
 PM0567                          SUPERSEDED SURVEY CONTROL
 PM0567
 PM0567  NAD 83(1986)-  44 14 05.58359(N)    086 18 46.71746(W) AD(       ) 4
 PM0567  NAD 27      -  44 14 05.57311(N)    086 18 46.40771(W) AD(       ) 3
 PM0567
 PM0567.Superseded values are not recommended for survey control.
 PM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0567.See file dsdata.txt to determine how the superseded data were derived.
 PM0567
 PM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5486498191(NAD 83)
 PM0567_MARKER: 86 = CUPOLA
 PM0567
 PM0567  HISTORY     - Date     Condition        Report By
 PM0567  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0567  HISTORY     - 1965     GOOD             USLS
 PM0567  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 PM0567  HISTORY     - 20010331 MARK NOT FOUND   NGS
 PM0567  HISTORY     - 20011128 MARK NOT FOUND   NGS
 PM0567  HISTORY     - 20031209 MARK NOT FOUND   USPSQD
 PM0567
 PM0567                          STATION DESCRIPTION
 PM0567
 PM0567'DESCRIBED BY US LAKE SURVEY 1965
 PM0567'STATION RECOVERED.
 PM0567
 PM0567                          STATION RECOVERY (1990)
 PM0567
 PM0567'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0567'MARK NOT FOUND.
 PM0567
 PM0567                          STATION RECOVERY (2001)
 PM0567
 PM0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0567'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0567
 PM0567                          STATION RECOVERY (2001)
 PM0567
 PM0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0567'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0567
 PM0567                          STATION RECOVERY (2003)
 PM0567
 PM0567'RECOVERY NOTE BY US POWER SQUADRON 2003
 PM0567'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0578 ***********************************************************************
 PM0578  DESIGNATION -  MANISTEE PIERHEAD LIGHT
 PM0578  PID         -  PM0578
 PM0578  STATE/COUNTY-  MI/MANISTEE
 PM0578  USGS QUAD   -  
 PM0578
 PM0578                         *CURRENT SURVEY CONTROL
 PM0578  ___________________________________________________________________
 PM0578* NAD 83(1994)-  44 15 06.50528(N)    086 20 49.02209(W)     ADJUSTED  
 PM0578* NAVD 88     -                                                        
 PM0578  ___________________________________________________________________
 PM0578  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 PM0578  GEOID HEIGHT-         -35.22  (meters)                     GEOID03
 PM0578
 PM0578  HORZ ORDER  -  THIRD
 PM0578
 PM0578.The horizontal coordinates were established by classical geodetic methods
 PM0578.and adjusted by the National Geodetic Survey in February 1997..
 PM0578
 PM0578
 PM0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0578
 PM0578.The geoid height was determined by GEOID03.
 PM0578
 PM0578;                    North         East     Units Scale Factor Converg.
 PM0578;SPC MI C     -   105,845.312 5,841,860.338   MT  0.99998501   -1 23 56.0
 PM0578;SPC MI C     -   347,261.52 19,166,208.46   iFT  0.99998501   -1 23 56.0
 PM0578;UTM  16      - 4,900,048.448   552,135.743   MT  0.99963343   +0 27 20.6
 PM0578
 PM0578                          SUPERSEDED SURVEY CONTROL
 PM0578
 PM0578  NAD 83(1986)-  44 15 06.51082(N)    086 20 49.02256(W) AD(       ) 4
 PM0578  NAD 27      -  44 15 06.50320(N)    086 20 48.70929(W) AD(       ) 3
 PM0578
 PM0578.Superseded values are not recommended for survey control.
 PM0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0578.See file dsdata.txt to determine how the superseded data were derived.
 PM0578
 PM0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEQ5213600048(NAD 83)
 PM0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PM0578+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 PM0578
 PM0578  HISTORY     - Date     Condition        Report By
 PM0578  HISTORY     - UNK      MONUMENTED
 PM0578  HISTORY     - 1965     GOOD             USLS
 PM0578  HISTORY     - 1990     GOOD             USPSQD
 PM0578  HISTORY     - 1991     GOOD             USPSQD
 PM0578  HISTORY     - 20010331 GOOD             NGS
 PM0578  HISTORY     - 20011128 GOOD             NGS
 PM0578  HISTORY     - 20050521 GOOD             USPSQD
 PM0578
 PM0578                          STATION DESCRIPTION
 PM0578
 PM0578'DESCRIBED BY US LAKE SURVEY 1965
 PM0578'STATION RECOVERED.
 PM0578
 PM0578                          STATION RECOVERY (1990)
 PM0578
 PM0578'RECOVERY NOTE BY US POWER SQUADRON 1990 (DS)
 PM0578'RECOVERED IN GOOD CONDITION.
 PM0578
 PM0578                          STATION RECOVERY (1991)
 PM0578
 PM0578'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0578'RECOVERED IN GOOD CONDITION.
 PM0578
 PM0578                          STATION RECOVERY (2001)
 PM0578
 PM0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0578'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 PM0578' 
 PM0578
 PM0578                          STATION RECOVERY (2001)
 PM0578
 PM0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 PM0578'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 PM0578
 PM0578                          STATION RECOVERY (2005)
 PM0578
 PM0578'RECOVERY NOTE BY US POWER SQUADRON 2005
 PM0578'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PM0568 ***********************************************************************
 PM0568  DESIGNATION -  MANISTEE R AND R SALT CO STACK
 PM0568  PID         -  PM0568
 PM0568  STATE/COUNTY-  MI/MANISTEE
 PM0568  USGS QUAD   -  
 PM0568
 PM0568                         *CURRENT SURVEY CONTROL
 PM0568  ___________________________________________________________________
 PM0568* NAD 83(1994)-  44 14 35.37533(N)    086 18 36.97529(W)     ADJUSTED  
 PM0568* NAVD 88     -                                                        
 PM0568  ___________________________________________________________________
 PM0568  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 PM0568  GEOID HEIGHT-         -35.13  (meters)                     GEOID03
 PM0568
 PM0568  HORZ ORDER  -  THIRD
 PM0568
 PM0568.The horizontal coordinates were established by classical geodetic methods
 PM0568.and adjusted by the National Geodetic Survey in February 1997..
 PM0568
 PM0568
 PM0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 PM0568
 PM0568.The geoid height was determined by GEOID03.
 PM0568
 PM0568;                    North         East     Units Scale Factor Converg.
 PM0568;SPC MI C     -   104,813.895 5,844,765.880   MT  0.99998682   -1 22 22.7
 PM0568;SPC MI C     -   343,877.61 19,175,741.08   iFT  0.99998682   -1 22 22.7
 PM0568;UTM  16      - 4,899,111.924   555,072.110   MT  0.99963730   +0 28 52.5
 PM0568
 PM0568                          SUPERSEDED SURVEY CONTROL
 PM0568
 PM0568  NAD 83(1986)-  44 14 35.38098(N)    086 18 36.97768(W) AD(       ) 4
 PM0568  NAD 27      -  44 14 35.37108(N)    086 18 36.66752(W) AD(       ) 3
 PM0568
 PM0568.Superseded values are not recommended for survey control.
 PM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PM0568.See file dsdata.txt to determine how the superseded data were derived.
 PM0568
 PM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEP5507299112(NAD 83)
 PM0568_MARKER: 63 = STACK
 PM0568
 PM0568  HISTORY     - Date     Condition        Report By
 PM0568  HISTORY     - 1932     FIRST OBSERVED   CGS
 PM0568  HISTORY     - 1965     GOOD             USLS
 PM0568  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 PM0568  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 PM0568
 PM0568                          STATION DESCRIPTION
 PM0568
 PM0568'DESCRIBED BY US LAKE SURVEY 1965
 PM0568'STATION RECOVERED.
 PM0568
 PM0568                          STATION RECOVERY (1991)
 PM0568
 PM0568'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS)
 PM0568'MARK NOT FOUND.
 PM0568
 PM0568                          STATION RECOVERY (2001)
 PM0568
 PM0568'RECOVERY NOTE BY US POWER SQUADRON 2001 (DS)
 PM0568'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0053 ***********************************************************************
 QL0053  DESIGNATION -  MANISTIQUE
 QL0053  PID         -  QL0053
 QL0053  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0053  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0053
 QL0053                         *CURRENT SURVEY CONTROL
 QL0053  ___________________________________________________________________
 QL0053* NAD 83(1994)-  45 57 44.45815(N)    086 14 23.58636(W)     ADJUSTED  
 QL0053* NAVD 88     -       205.428  (meters)     673.98   (feet)  ADJUSTED  
 QL0053  ___________________________________________________________________
 QL0053  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 QL0053  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0053  DYNAMIC HT  -         205.434 (meters)     673.99  (feet)  COMP
 QL0053  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 QL0053
 QL0053  HORZ ORDER  -  SECOND
 QL0053  VERT ORDER  -  FIRST     CLASS 0
 QL0053
 QL0053.The horizontal coordinates were established by classical geodetic methods
 QL0053.and adjusted by the National Geodetic Survey in February 1997..
 QL0053
 QL0053.The orthometric height was determined by differential leveling
 QL0053.and adjusted by the National Geodetic Survey in June 1991..
 QL0053
 QL0053.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0053
 QL0053.The geoid height was determined by GEOID03.
 QL0053
 QL0053.The dynamic height is computed by dividing the NAVD 88
 QL0053.geopotential number by the normal gravity value computed on the
 QL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0053.degrees latitude (g = 980.6199 gals.).
 QL0053
 QL0053.The modeled gravity was interpolated from observed gravity values.
 QL0053
 QL0053;                    North         East     Units Scale Factor Converg.
 QL0053;SPC MI N     -   131,323.226 8,058,915.235   MT  0.99991864   +0 32 57.9
 QL0053;SPC MI N     -   430,850.48 26,440,010.61   iFT  0.99991864   +0 32 57.9
 QL0053;UTM  16      - 5,090,145.137   558,897.308   MT  0.99964264   +0 32 47.2
 QL0053
 QL0053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0053!SPC MI N     -   0.99997334  x   0.99991864  =   0.99989198
 QL0053!UTM  16      -   0.99997334  x   0.99964264  =   0.99961599
 QL0053
 QL0053|---------------------------------------------------------------------|
 QL0053| PID    Reference Object                     Distance      Geod. Az  |
 QL0053|                                                           dddmmss.s |
 QL0053| QL0054 MANISTIQUE RM 1                      11.384 METERS 05854     |
 QL0053| QL0582 MANISTIQUE TV CABLE CO MAST         APPROX. 0.9 KM 1141601.2 |
 QL0053| QL0596 MANISTIQUE TV TRANSLATOR MAST       APPROX. 0.7 KM 1265533.9 |
 QL0053| QL0587 MANISTIQUE MUNICIPAL TANK           431.986 METERS 1565341.3 |
 QL0053| QL0585 MANISTIQUE RADIO KQA 299 MAST       APPROX. 1.3 KM 1925559.4 |
 QL0053| QL0598 MANISTIQUE AZ MK 2                  348.984 METERS 24202     |
 QL0053| QL0602 MANISTIQUE PULP PAPER CO TANK       APPROX. 1.2 KM 2562359.8 |
 QL0053| QL0599 MANISTIQUE MUN WATER TOWER          APPROX. 0.8 KM 2733037.5 |
 QL0053| QL0055 MANISTIQUE AZ MK                                   2954248.9 |
 QL0053| QL0052 MANISTIQUE RM 2                      13.008 METERS 30619     |
 QL0053| QL0586 MANISTIQUE RADIO KQG 653 MAST       295.273 METERS 33150     |
 QL0053|---------------------------------------------------------------------|
 QL0053
 QL0053                          SUPERSEDED SURVEY CONTROL
 QL0053
 QL0053  NAD 83(1986)-  45 57 44.45236(N)    086 14 23.58249(W) AD(       ) 2
 QL0053  NAD 27      -  45 57 44.56032(N)    086 14 23.06353(W) AD(       ) 2
 QL0053  NGVD 29 (??/??/92)  205.41   (m)          673.9    (f) COMPUTED    1 0
 QL0053
 QL0053.Superseded values are not recommended for survey control.
 QL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0053.See file dsdata.txt to determine how the superseded data were derived.
 QL0053
 QL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5889790145(NAD 83)
 QL0053_MARKER: DS = TRIANGULATION STATION DISK
 QL0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0053_STAMPING: MANISTIQUE 1965
 QL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0053+STABILITY: SURFACE MOTION
 QL0053
 QL0053  HISTORY     - Date     Condition        Report By
 QL0053  HISTORY     - 1965     MONUMENTED       CGS
 QL0053  HISTORY     - 1972     SEE DESCRIPTION  NGS
 QL0053  HISTORY     - 1972     GOOD             NGS
 QL0053  HISTORY     - 1975     GOOD             USGS
 QL0053  HISTORY     - 1976     SEE DESCRIPTION  MIDH
 QL0053  HISTORY     - 1976     SEE DESCRIPTION  NGS
 QL0053  HISTORY     - 1977     GOOD             MIDH
 QL0053  HISTORY     - 1977     SEE DESCRIPTION  NGS
 QL0053
 QL0053                          STATION DESCRIPTION
 QL0053
 QL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0053'STATION IS ABOUT 0.2 MILE SOUTHEAST OF THE INTERSECTION OF ELM
 QL0053'AND MAPLE STREETS
 QL0053'AND IN THE NORTHEAST EDGE OF MANISTIQUE, ON CITY
 QL0053'OWNED PROPERTY.
 QL0053'
 QL0053'TO REACH THE STATION FROM THE COURTHOUSE IN MANISTIQUE, GO NORTH
 QL0053'ON MAPLE STREET
 QL0053'FOR 0.4 MILE TO A CROSS STREET AND AZIMUTH MARK IN THE
 QL0053'SOUTHEAST ANGLE OF THE
 QL0053'INTERSECTION.  TURN RIGHT AND GO EAST ON ELM
 QL0053'STREET FOR 0.15 MILE TO A Y-FORK AND A
 QL0053'SIDE ROAD RIGHT.  TURN RIGHT
 QL0053'AND GO SOUTH ON A GRAVELED ROAD FOR 0.1 MILE TO A SMALL
 QL0053'LAKE ON THE
 QL0053'RIGHT AND THE STATION ON THE LEFT, ON TOP OF A SMALL KNOLL.
 QL0053'
 QL0053'STATION MARKS ARE STANDARD DISKS STAMPED MANISTIQUE 1965.  THE
 QL0053'SURFACE DISK IS
 QL0053'SET IN A ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.
 QL0053'IT IS 29 FEET NORTHEAST OF A POWER
 QL0053'POLE, 26 FEET SOUTHEAST OF THE
 QL0053'SOUTHEAST CORNER OF A MACHINE SHED AND 4 FEET NORTH
 QL0053'OF A METAL WITNESS
 QL0053'POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 QL0053'50 INCHES BELOW
 QL0053'THE SURFACE OF THE GROUND.
 QL0053'
 QL0053'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MANISTIQUE NO 1
 QL0053'1965 IS SET IN A
 QL0053'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 QL0053'66.5 FEET NORTHEAST OF THE POWER
 QL0053'POLE, 42 FEET EAST OF THE SOUTHEAST
 QL0053'CORNER OF THE MACHINE SHED AND 1.5 FEET SOUTH OF A
 QL0053'METAL WITNESS POST.
 QL0053'
 QL0053'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MANISTIQUE NO 2
 QL0053'1965 IS SET IN A
 QL0053'ROUND CONCRETE MONUMENT WHICH PROJECTS 1 INCH.  IT IS
 QL0053'38 FEET NORTH-NORTHWEST OF THE
 QL0053'POWER POLE, 12 FEET WEST OF THE NORTH-WEST
 QL0053'CORNER OF THE MACHINE SHED AND 2 FEET NORTHEAST
 QL0053'OF A METAL
 QL0053'WITNESS POST.
 QL0053'
 QL0053'AZIMUTH MARK, A STANDARD DISK STAMPED MANISTIQUE 1965, IS SET IN
 QL0053'A ROUND CONCRETE
 QL0053'MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 86 FEET EAST-SOUTHEAST
 QL0053'OF THE CENTER OF THE INTERSECTION
 QL0053'OF MAPLE AND ELM STREETS,
 QL0053'21 FEET SOUTH OF THE CENTER OF ELM STREET, 2 FEET
 QL0053'EAST OF TELEPHONE
 QL0053'POLE NUMBER 2300 AND 2 FEET WEST OF A METAL WITNESS POST.
 QL0053'
 QL0053'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 QL0053
 QL0053                          STATION RECOVERY (1972)
 QL0053
 QL0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 QL0053'THE STATION, RM 1 AND 2 AND THE AZIMUTH MARK WERE ALL RECOVERED AND
 QL0053'IN GOOD CONDITION.
 QL0053'
 QL0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE NORTHEAST
 QL0053'OF MANISTIQUE
 QL0053
 QL0053                          STATION RECOVERY (1972)
 QL0053
 QL0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 QL0053'0.6 MI NE FROM MANISTIQUE.
 QL0053'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0053'AT MANISTIQUE, THENCE 0.3 MILE NORTHEAST ALONG THE SOUTH EDGE
 QL0053'OF A LAKE, ON THE TOP OF A SANDY HILL, 180 FEET NORTH OF A
 QL0053'BASEBALL DIAMOND DUGOUT, 52 FEET SOUTHEAST OF A POWER LINE
 QL0053'POLE WITH TWO TRANSFORMERS, 37.3 FEET SOUTHWEST OF RM 1 DESCRIBED,
 QL0053'26 FEET SOUTHEAST OF THE EAST CORNER OF A SMALL TIN BUILDING,
 QL0053'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE THE
 QL0053'LEVEL OF THE GROUND.  SECTION 7, T41N, R15W.
 QL0053
 QL0053                          STATION RECOVERY (1975)
 QL0053
 QL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QL0053'RECOVERED IN GOOD CONDITION.
 QL0053
 QL0053                          STATION RECOVERY (1976)
 QL0053
 QL0053'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 (THP)
 QL0053'MANISTIQUE 1965 DISK HAS BEEN HAMMERED ON, STAMPING HARD TO READ.
 QL0053'BECAUSE OF BULLDOZING MARK IS NOW EXPOSED AND PROJECTS 40 INCHES.
 QL0053'
 QL0053'REFERENCE MARKS ARE IN GOOD CONDITION.  NEW BUILDING NOW OBSTRUCTS
 QL0053'SIGHT ON AZIMUTH MARK.  A SKI AREA WAS BUILT ON HILL OF MARK CAUSING
 QL0053'IT TO BE EXPOSED.  COULD POSSIBLY BE REPAIRED OR MOVED.
 QL0053'
 QL0053'DISTANCE AND DIRECTION FROM NEAREST TOWN--MANISTIQUE.
 QL0053
 QL0053                          STATION RECOVERY (1976)
 QL0053
 QL0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 QL0053'STATION MARK FOUND TILTED BADLY OUT OF THE GROUND.  REFERENCE MARKS
 QL0053'1 AND 2 FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND IN GOOD
 QL0053'CONDITION BUT IS NOW COMPLETELY OBSTRUCTED BY A SKI TOW BUILDING
 QL0053'AND SOME APARTMENT BUILDINGS.  THE DISTANCE TO REFERENCE MARKS
 QL0053'CHECKED.  THE DIRECTION TO REFERENCE MARK 1 WAS GREATER BY
 QL0053'1-MINUTE AND 41 SECONDS.  REFERENCE MARK 2 WAS LESS BY 2-MINUTES
 QL0053'AND 7 SECONDS.  A NEW SURFACE STATION MARK AND A NEW
 QL0053'AZIMUTH MARK WAS SET.  DUE TO ROAD NAMES AND STREET CHANGES A
 QL0053'NEW DESCRIPTION FOLLOWS.  IT IS 51.8 FEET SOUTHEAST OF A
 QL0053'POWER POLE, 25.5 FEET SOUTH OF THE SOUTHEAST END OF A WOOD
 QL0053'AND METAL SHED, 17 FEET NORTH OF SOUTH EDGE OF THE HILL AND 7
 QL0053'FEET SOUTH OF A METAL WITNESS POST.  THE MARK IS UNDERGROUND 6
 QL0053'INCHES AND THE DISK STAMPED MANISTIQUE 1965 1976.
 QL0053'
 QL0053'REFERENCE MARK 1 IS 42 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 QL0053'THE SHED AND 38.5 FEET EAST OF THE METAL WITNESS POST.  THE MARK
 QL0053'IS FLUSH AND THE DISK STAMPED MANISTIQUE NO 1 1965.
 QL0053'
 QL0053'REFERENCE MARK 2 IS 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 QL0053'SHED AND 9.5 FEET SOUTHEAST OF A POWER POLE WITH 2-TRANSFORMERS.
 QL0053'THE MARK IS FLUSH AND THE DISK STAMPED MANISTIQUE NO 2 1965.
 QL0053'
 QL0053'TO REACH THE STATION FROM THE INTERSECTION OF MAPLE AND ELM STREETS,
 QL0053'(AT THE CITY HALL) GO EAST ON ELM STREET FOR 0.15 MILE TO A
 QL0053'GRAVELED ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE ROAD
 QL0053'FOR 0.1 MILE TO A LAKE ON THE RIGHT AND THE STATION ON THE LEFT ON
 QL0053'TOP OF A SMALL HILL.
 QL0053'
 QL0053'TO REACH THE AZIMUTH MARK FROM THE CITY HALL, GO SOUTH ON MAPLE
 QL0053'STREET FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT.  TURN LEFT INTO
 QL0053'THE DRIVEWAY ALONG THE SOUTH SIDE OF THE YOUTH CENTER BUILDING FOR
 QL0053'0.05 MILE TO THE NORTH EDGE OF A BALL FIELD AND THE MARK AS
 QL0053'DESCRIBED.
 QL0053'
 QL0053'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN A CONCRETE BASE OF A
 QL0053'LIGHT STANDARD THAT IS IN THE OUTFIELD OF THE BALL FIELD.  IT IS 4
 QL0053'FEET NORTH OF A FENCE AROUND THE BALL FIELD, 1 FOOT SOUTHEAST OF
 QL0053'LIGHT STANDARD AND IN THE SOUTHEAST EDGE OF THE CONCRETE BASE.
 QL0053'THE DISK IS STAMPED MANISTIQUE 1976.
 QL0053'
 QL0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MANISTIQUE.
 QL0053'
 QL0053'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 QL0053
 QL0053                          STATION RECOVERY (1977)
 QL0053
 QL0053'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0053'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE NEW AZIMUTH MARK OR
 QL0053'MANISTIQUE AZIMUTH MARK NO 2 WERE RECOVERED IN GOOD CONDITION.
 QL0053
 QL0053                          STATION RECOVERY (1977)
 QL0053
 QL0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 QL0053'THE STATION MARK WAS FOUND DESTROYED IN 1976.  THE UNDERGROUND DISK
 QL0053'WAS RECOVERED AND LOWERED HOLDING THE POINT, AND A NEW SURFACE MARK
 QL0053'WAS SET AT THAT TIME.  THE AZIMUTH MARK SET IN 1965 IS NO LONGER
 QL0053'VISIBLE, AND AZIMUTH MARK NO 2 WAS ESTABLISHED OFF OF THE
 QL0053'MANISTIQUE, MUNICIPAL WATER TANK TAKEN IN 1965 WAS OBSERVED.  THE
 QL0053'MICHIGAN HIGHWAY DEPARTMENT SURVEY TEAM ALSO OBSERVED THESE
 QL0053'OBJECTS AND GOT A CHECK.
 QL0053'
 QL0053'THE STATION IS LOCATED IN THE NORTHEAST EDGE OF MANISTIQUE ON A
 QL0053'SANDY HILL WITH A SKI TOW LOCATED AT THE TOP OF THE HILL AND ON
 QL0053'MUNICIPAL PROPERTY.  IT IS 52 FEET SOUTHEAST OF A POWER POLE WITH
 QL0053'2 TRANSFORMERS, 24.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 QL0053'SKI TOW BUILDING, 24.1 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 QL0053'BUILDING AND 13.8 FEET NORTHWEST OF A METAL WITNESS POST.  THE
 QL0053'MONUMENT IS UNDERGROUND 2 INCHES AND THE DISK STAMPED
 QL0053'MANISTIQUE 1965 1976.
 QL0053'
 QL0053'REFERENCE MARK 1 IS 40 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 QL0053'BUILDING, 2 FEET SOUTH OF A METAL WITNESS POST AND LOCATED NEAR THE
 QL0053'SOUTH EAST EDGE OF THE HILL.  THE MONUMENT IS FLUSH, WITH THE WEST
 QL0053'SIDE EXPOSED ABOUT 3 INCHES.  THE DISK IS STAMPED MANISTIQUE NO 1
 QL0053'1965.
 QL0053'
 QL0053'REFERENCE MARK 2 IS 12 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 QL0053'BUILDING, 9 FEET SOUTHEAST OF THE POWER POLE AND 2 FEET NORTHEAST OF
 QL0053'A METAL WITNESS POST.  THE MONUMENT IS FLUSH AND THE DISK STAMPED
 QL0053'MANISTIQUE NO 2 1965.
 QL0053'
 QL0053'AZIMUTH MARK NO 2 IS LOCATED AT THE NORTH EDGE OF THE MANISTIQUE
 QL0053'HIGH SCHOOL BASEBALL FIELD CEMENTED IN A DRILL HOLE IN A CONCRETE
 QL0053'BASE OF THE MOST WEST ONE OF FOUR OUTFIELD LIGHT STANDARDS.  THE
 QL0053'DISK IS 4 FEET NORTH OF THE WIRE FENCE AROUND THE OUTFIELD OF THE
 QL0053'BALL FIELD.  THE DISK IS STAMPED MANISTIQUE 1965 NO 2 1976.  IT
 QL0053'IS A STANDARD NGS AZIMUTH MARK DISK.
 QL0053'
 QL0053'NO MEASUREMENT REFERENCE MARK 1 TO REFERENCE MARK 2 AS THE BUILDING
 QL0053'MENTIONED ABOVE IS ON LINE.
 QL0053'
 QL0053'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT THE NORTHEAST
 QL0053'EDGE OF MANISTIQUE.
 QL0053'
 QL0053'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0055 ***********************************************************************
 QL0055  DESIGNATION -  MANISTIQUE AZ MK
 QL0055  PID         -  QL0055
 QL0055  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0055  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0055
 QL0055                         *CURRENT SURVEY CONTROL
 QL0055  ___________________________________________________________________
 QL0055* NAD 83(1986)-  45 57 48.     (N)    086 14 39.     (W)     SCALED    
 QL0055* NAVD 88     -       185.683  (meters)     609.20   (feet)  ADJUSTED  
 QL0055  ___________________________________________________________________
 QL0055  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0055  DYNAMIC HT  -         185.688 (meters)     609.21  (feet)  COMP
 QL0055  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 QL0055
 QL0055  VERT ORDER  -  FIRST     CLASS 0
 QL0055
 QL0055.The horizontal coordinates were scaled from a topographic map and have
 QL0055.an estimated accuracy of +/- 6 seconds.
 QL0055
 QL0055.The orthometric height was determined by differential leveling
 QL0055.and adjusted by the National Geodetic Survey in June 1991..
 QL0055
 QL0055.The geoid height was determined by GEOID03.
 QL0055
 QL0055.The dynamic height is computed by dividing the NAVD 88
 QL0055.geopotential number by the normal gravity value computed on the
 QL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0055.degrees latitude (g = 980.6199 gals.).
 QL0055
 QL0055.The modeled gravity was interpolated from observed gravity values.
 QL0055
 QL0055;                    North         East    Units  Estimated Accuracy
 QL0055;SPC MI N     -   131,430.    8,058,580.      MT  (+/- 180 meters Scaled)
 QL0055
 QL0055                          SUPERSEDED SURVEY CONTROL
 QL0055
 QL0055  NGVD 29 (??/??/92)  185.67   (m)          609.2    (f) COMPUTED    1 0
 QL0055
 QL0055.Superseded values are not recommended for survey control.
 QL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0055.See file dsdata.txt to determine how the superseded data were derived.
 QL0055
 QL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER585902(NAD 83)
 QL0055_MARKER: DZ = AZIMUTH MARK DISK
 QL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0055_STAMPING: MANISTIQUE 1965
 QL0055_MARK LOGO: CGS   
 QL0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 QL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0055+STABILITY: SURFACE MOTION
 QL0055
 QL0055  HISTORY     - Date     Condition        Report By
 QL0055  HISTORY     - 1965     MONUMENTED       CGS
 QL0055  HISTORY     - 1972     GOOD             NGS
 QL0055  HISTORY     - 1975     GOOD             USGS
 QL0055  HISTORY     - 19960612 GOOD             LOCENG
 QL0055  HISTORY     - 19960612 GOOD             LOCSUR
 QL0055  HISTORY     - 20020723 GOOD             UPENGN
 QL0055
 QL0055                          STATION DESCRIPTION
 QL0055
 QL0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0055'0.5 MI N FROM MANISTIQUE.
 QL0055'ABOUT 0.5 MILE NORTH ALONG MAPLE STREET FROM THE COURTHOUSE AT
 QL0055'MANISTIQUE, 69 FEET SOUTH OF AND ACROSS ELM STREET FROM THE
 QL0055'MANISTIQUE CITY HALL, 88 FEET EAST OF THE CENTER LINE OF MAPLE
 QL0055'STREET, 2.6 FEET SOUTH OF THE SOUTH CURB OF ELM STREET, 2 1/2
 QL0055'FEET EAST OF TELEPHONE POLE NO. 2300, 2 FEET WEST OF A METAL
 QL0055'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE STREET, SET IN THE
 QL0055'TOP OF A CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND.
 QL0055'SECTION 7, T41N, R15W.
 QL0055
 QL0055                          STATION RECOVERY (1975)
 QL0055
 QL0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QL0055'RECOVERED IN GOOD CONDITION.
 QL0055
 QL0055                          STATION RECOVERY (1996)
 QL0055
 QL0055'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0055'RECOVERED AS DESCRIBED.
 QL0055
 QL0055                          STATION RECOVERY (1996)
 QL0055
 QL0055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0055'RECOVERED AS DESCRIBED.
 QL0055
 QL0055                          STATION RECOVERY (2002)
 QL0055
 QL0055'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2002
 QL0055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0583 ***********************************************************************
 QL0583  DESIGNATION -  MANISTIQUE GREY STACK
 QL0583  PID         -  QL0583
 QL0583  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0583  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0583
 QL0583                         *CURRENT SURVEY CONTROL
 QL0583  ___________________________________________________________________
 QL0583* NAD 83(1994)-  45 58 03.51848(N)    086 14 44.43066(W)     ADJUSTED  
 QL0583* NAVD 88     -                                                        
 QL0583  ___________________________________________________________________
 QL0583  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 QL0583  GEOID HEIGHT-         -35.35  (meters)                     GEOID03
 QL0583
 QL0583  HORZ ORDER  -  THIRD
 QL0583
 QL0583.The horizontal coordinates were established by classical geodetic methods
 QL0583.and adjusted by the National Geodetic Survey in February 1997..
 QL0583
 QL0583
 QL0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0583
 QL0583.The geoid height was determined by GEOID03.
 QL0583
 QL0583;                    North         East     Units Scale Factor Converg.
 QL0583;SPC MI N     -   131,907.355 8,058,460.870   MT  0.99991812   +0 32 42.8
 QL0583;SPC MI N     -   432,766.91 26,438,519.91   iFT  0.99991812   +0 32 42.8
 QL0583;UTM  16      - 5,090,729.129   558,443.098   MT  0.99964199   +0 32 32.4
 QL0583
 QL0583                          SUPERSEDED SURVEY CONTROL
 QL0583
 QL0583  NAD 83(1986)-  45 58 03.51262(N)    086 14 44.42671(W) AD(       ) 4
 QL0583  NAD 27      -  45 58 03.62110(N)    086 14 43.90726(W) AD(       ) 3
 QL0583
 QL0583.Superseded values are not recommended for survey control.
 QL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0583.See file dsdata.txt to determine how the superseded data were derived.
 QL0583
 QL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5844390729(NAD 83)
 QL0583
 QL0583  HISTORY     - Date     Condition        Report By
 QL0583  HISTORY     - 1965     MONUMENTED       CGS
 QL0583
 QL0583                          STATION DESCRIPTION
 QL0583
 QL0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0583'STATION IS THE CENTER OF A GREY CONCRETE STACK
 QL0583'OVER AN UNUSED
 QL0583'KILN.  OVERALL HEIGHT IS 137 FEET.
 QL0583'
 QL0583'STATION IS LOCATED IMMEDIATELY WEST OF THE RAILROAD DEPOT IN
 QL0583'MANISTIQUE, AT THE
 QL0583'NORTH END OF CEDAR STREET.  OWNERSHIP OF THE STACK
 QL0583'IS UNCLAIMED AND CITY IS PLANNING TO
 QL0583'HAVE IT DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0584 ***********************************************************************
 QL0584  DESIGNATION -  MANISTIQUE HIGH SCHOOL STACK
 QL0584  PID         -  QL0584
 QL0584  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0584  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0584
 QL0584                         *CURRENT SURVEY CONTROL
 QL0584  ___________________________________________________________________
 QL0584* NAD 83(1994)-  45 57 29.85287(N)    086 14 42.85963(W)     ADJUSTED  
 QL0584* NAVD 88     -                                                        
 QL0584  ___________________________________________________________________
 QL0584  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 QL0584  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QL0584
 QL0584  HORZ ORDER  -  THIRD
 QL0584
 QL0584.The horizontal coordinates were established by classical geodetic methods
 QL0584.and adjusted by the National Geodetic Survey in February 1997..
 QL0584
 QL0584
 QL0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0584
 QL0584.The geoid height was determined by GEOID03.
 QL0584
 QL0584;                    North         East     Units Scale Factor Converg.
 QL0584;SPC MI N     -   130,868.378 8,058,504.586   MT  0.99991904   +0 32 43.9
 QL0584;SPC MI N     -   429,358.20 26,438,663.34   iFT  0.99991904   +0 32 43.9
 QL0584;UTM  16      - 5,089,690.436   558,486.749   MT  0.99964205   +0 32 33.2
 QL0584
 QL0584                          SUPERSEDED SURVEY CONTROL
 QL0584
 QL0584  NAD 83(1986)-  45 57 29.84704(N)    086 14 42.85564(W) AD(       ) 4
 QL0584  NAD 27      -  45 57 29.95577(N)    086 14 42.33665(W) AD(       ) 3
 QL0584
 QL0584.Superseded values are not recommended for survey control.
 QL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0584.See file dsdata.txt to determine how the superseded data were derived.
 QL0584
 QL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5848789690(NAD 83)
 QL0584
 QL0584  HISTORY     - Date     Condition        Report By
 QL0584  HISTORY     - 1965     MONUMENTED       CGS
 QL0584
 QL0584                          STATION DESCRIPTION
 QL0584
 QL0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0584'STATION IS THE CENTER OF A RED BRICK SMOKESTACK
 QL0584'CONNECTED WITH THE
 QL0584'HEATING PLANT OF THE MANISTIQUE HIGH SCHOOL.  OVERALL
 QL0584'HEIGHT IS 128 FEET.
 QL0584'
 QL0584'STATION IS LOCATED AT THE INTERSECTION OF MAIN AND MAPLE STREETS
 QL0584'IN CENTRAL
 QL0584'MANISTIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0581 ***********************************************************************
 QL0581  DESIGNATION -  MANISTIQUE LIGHTHOUSE
 QL0581  PID         -  QL0581
 QL0581  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0581  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0581
 QL0581                         *CURRENT SURVEY CONTROL
 QL0581  ___________________________________________________________________
 QL0581* NAD 83(1994)-  45 56 41.30243(N)    086 14 51.28395(W)     ADJUSTED  
 QL0581* NAVD 88     -                                                        
 QL0581  ___________________________________________________________________
 QL0581  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 QL0581  GEOID HEIGHT-         -35.39  (meters)                     GEOID03
 QL0581
 QL0581  HORZ ORDER  -  THIRD
 QL0581
 QL0581.The horizontal coordinates were established by classical geodetic methods
 QL0581.and adjusted by the National Geodetic Survey in February 1997..
 QL0581
 QL0581
 QL0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0581
 QL0581.The geoid height was determined by GEOID03.
 QL0581
 QL0581;                    North         East     Units Scale Factor Converg.
 QL0581;SPC MI N     -   129,367.841 8,058,337.428   MT  0.99992040   +0 32 37.8
 QL0581;SPC MI N     -   424,435.17 26,438,114.92   iFT  0.99992040   +0 32 37.8
 QL0581;UTM  16      - 5,088,190.326   558,319.559   MT  0.99964181   +0 32 26.7
 QL0581
 QL0581                          SUPERSEDED SURVEY CONTROL
 QL0581
 QL0581  NAD 83(1986)-  45 56 41.29631(N)    086 14 51.28037(W) AD(       ) 4
 QL0581  NAD 27      -  45 56 41.40514(N)    086 14 50.76308(W) AD(       ) 3
 QL0581
 QL0581.Superseded values are not recommended for survey control.
 QL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0581.See file dsdata.txt to determine how the superseded data were derived.
 QL0581
 QL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5832088190(NAD 83)
 QL0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QL0581+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 QL0581
 QL0581  HISTORY     - Date     Condition        Report By
 QL0581  HISTORY     - UNK      MONUMENTED
 QL0581  HISTORY     - 1977     GOOD             MIDH
 QL0581  HISTORY     - 20040616 GOOD             GEOCAC
 QL0581
 QL0581                          STATION DESCRIPTION
 QL0581
 QL0581'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0581'THE TRIANGULATION INTERSECTION STATION WAS RECOVERED.  NO DESCRIPTION.
 QL0581'
 QL0581'A DESCRIPTION FOLLOWS
 QL0581'
 QL0581'THE STATION IS LOCATED ON THE END OF THE EAST BREAKWATER AT THE
 QL0581'ENTRANCE TO THE MANISTIQUE HARBOR.  THE STATION IS THE RED REVOLVING
 QL0581'LIGHT LOCATED IN THE LIGHTHOUSE.
 QL0581
 QL0581                          STATION RECOVERY (2004)
 QL0581
 QL0581'RECOVERY NOTE BY GEOCACHING 2004 (RFC)
 QL0581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0623 ***********************************************************************
 RK0623  DESIGNATION -  MANISTIQUE LOOKOUT TOWER
 RK0623  PID         -  RK0623
 RK0623  STATE/COUNTY-  MI/SCHOOLCRAFT
 RK0623  USGS QUAD   -  SMITH LAKE (1972)
 RK0623
 RK0623                         *CURRENT SURVEY CONTROL
 RK0623  ___________________________________________________________________
 RK0623* NAD 83(1994)-  46 01 10.02184(N)    086 11 00.02435(W)     ADJUSTED  
 RK0623* NAVD 88     -                                                        
 RK0623  ___________________________________________________________________
 RK0623  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 RK0623  GEOID HEIGHT-         -35.23  (meters)                     GEOID03
 RK0623
 RK0623  HORZ ORDER  -  THIRD
 RK0623
 RK0623.The horizontal coordinates were established by classical geodetic methods
 RK0623.and adjusted by the National Geodetic Survey in February 1997..
 RK0623
 RK0623
 RK0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0623
 RK0623.The geoid height was determined by GEOID03.
 RK0623
 RK0623;                    North         East     Units Scale Factor Converg.
 RK0623;SPC MI N     -   137,712.789 8,063,232.414   MT  0.99991355   +0 35 25.0
 RK0623;SPC MI N     -   451,813.61 26,454,174.59   iFT  0.99991355   +0 35 25.0
 RK0623;UTM  16      - 5,096,532.764   563,213.632   MT  0.99964912   +0 35 15.6
 RK0623
 RK0623                          SUPERSEDED SURVEY CONTROL
 RK0623
 RK0623  NAD 83(1986)-  46 01 10.01600(N)    086 11 00.02068(W) AD(       ) 4
 RK0623  NAD 27      -  46 01 10.12342(N)    086 10 59.50807(W) AD(       ) 3
 RK0623
 RK0623.Superseded values are not recommended for survey control.
 RK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0623.See file dsdata.txt to determine how the superseded data were derived.
 RK0623
 RK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6321496533(NAD 83)
 RK0623_MARKER: 57 = LOOKOUT TOWER
 RK0623
 RK0623  HISTORY     - Date     Condition        Report By
 RK0623  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0623
 RK0623                          STATION DESCRIPTION
 RK0623
 RK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0623'THE STATION IS THE APEX OF THE METAL CABIN ATOP THE MANISTIQUE
 RK0623'LOOKOUT TOWER WHICH IS LOCATED ABOUT 8.5 MILES WEST-NORTHWEST OF
 RK0623'GULLIVER AND 5.5 MILES NORTHEAST OF MANISTIQUE.
 RK0623'
 RK0623'THE TOWER WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0599 ***********************************************************************
 QL0599  DESIGNATION -  MANISTIQUE MUN WATER TOWER
 QL0599  PID         -  QL0599
 QL0599  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0599  USGS QUAD   -  
 QL0599
 QL0599                         *CURRENT SURVEY CONTROL
 QL0599  ___________________________________________________________________
 QL0599* NAD 83(1994)-  45 57 46.09202(N)    086 15 01.81907(W)     ADJUSTED  
 QL0599* NAVD 88     -                                                        
 QL0599  ___________________________________________________________________
 QL0599  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 QL0599  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0599
 QL0599  HORZ ORDER  -  THIRD
 QL0599
 QL0599.The horizontal coordinates were established by classical geodetic methods
 QL0599.and adjusted by the National Geodetic Survey in February 1997..
 QL0599
 QL0599
 QL0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0599
 QL0599.The geoid height was determined by GEOID03.
 QL0599
 QL0599;                    North         East     Units Scale Factor Converg.
 QL0599;SPC MI N     -   131,365.828 8,058,091.629   MT  0.99991859   +0 32 30.2
 QL0599;SPC MI N     -   430,990.25 26,437,308.49   iFT  0.99991859   +0 32 30.2
 QL0599;UTM  16      - 5,090,187.769   558,073.932   MT  0.99964146   +0 32 19.7
 QL0599
 QL0599                          SUPERSEDED SURVEY CONTROL
 QL0599
 QL0599  NAD 83(1986)-  45 57 46.08616(N)    086 15 01.81512(W) AD(       ) 4
 QL0599  NAD 27      -  45 57 46.19949(N)    086 15 01.29231(W) AD(       ) 3
 QL0599
 QL0599.Superseded values are not recommended for survey control.
 QL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0599.See file dsdata.txt to determine how the superseded data were derived.
 QL0599
 QL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5807490188(NAD 83)
 QL0599
 QL0599  HISTORY     - Date     Condition        Report By
 QL0599  HISTORY     - 1965     MONUMENTED       CGS
 QL0599
 QL0599                          STATION DESCRIPTION
 QL0599
 QL0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0599'STATION IS THE CENTER OF A RED BRICK, DECORATIVE
 QL0599'OCTAGONAL TOWER
 QL0599'WITH A SILVERED DOME ROOF.  OVERALL
 QL0599'HEIGHT IS 108 FEET.
 QL0599'
 QL0599'STATION IS LOCATED IMMEDIATELY NORTH OF THE
 QL0599'BRIDGE IN THE
 QL0599'CENTER OF MANISTIQUE.  THE STRUCTURE
 QL0599'IS NOW THE JUSTICE COURT FOR THE
 QL0599'CITY OF MANISTIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0587 ***********************************************************************
 QL0587  DESIGNATION -  MANISTIQUE MUNICIPAL TANK
 QL0587  PID         -  QL0587
 QL0587  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0587  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0587
 QL0587                         *CURRENT SURVEY CONTROL
 QL0587  ___________________________________________________________________
 QL0587* NAD 83(1994)-  45 57 31.58900(N)    086 14 15.71399(W)     ADJUSTED  
 QL0587* NAVD 88     -                                                        
 QL0587  ___________________________________________________________________
 QL0587  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 QL0587  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0587
 QL0587  HORZ ORDER  -  THIRD
 QL0587
 QL0587.The horizontal coordinates were established by classical geodetic methods
 QL0587.and adjusted by the National Geodetic Survey in February 1997..
 QL0587
 QL0587
 QL0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0587
 QL0587.The geoid height was determined by GEOID03.
 QL0587
 QL0587;                    North         East     Units Scale Factor Converg.
 QL0587;SPC MI N     -   130,927.567 8,059,088.544   MT  0.99991899   +0 33 03.5
 QL0587;SPC MI N     -   429,552.39 26,440,579.21   iFT  0.99991899   +0 33 03.5
 QL0587;UTM  16      - 5,089,749.579   559,070.548   MT  0.99964290   +0 32 52.8
 QL0587
 QL0587                          SUPERSEDED SURVEY CONTROL
 QL0587
 QL0587  NAD 83(1986)-  45 57 31.58306(N)    086 14 15.71010(W) AD(       ) 4
 QL0587  NAD 27      -  45 57 31.69166(N)    086 14 15.19228(W) AD(       ) 3
 QL0587
 QL0587.Superseded values are not recommended for survey control.
 QL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0587.See file dsdata.txt to determine how the superseded data were derived.
 QL0587
 QL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5907189750(NAD 83)
 QL0587
 QL0587  HISTORY     - Date     Condition        Report By
 QL0587  HISTORY     - 1965     MONUMENTED       CGS
 QL0587  HISTORY     - 1965     GOOD             CGS
 QL0587  HISTORY     - 1977     GOOD             MIDH
 QL0587
 QL0587                          STATION DESCRIPTION
 QL0587
 QL0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0587'STATION IS THE CENTER OF A 6-LEG ELEVATED WATER
 QL0587'STORAGE TANK
 QL0587'PAINTED MIST BLUE.  IT HAS A DOUBLE UNIT RED OBSTRUCTION
 QL0587'LIGHT ON TOP.  OVERALL HEIGHT
 QL0587'TO TOP OF VENT IS 124 FEET.
 QL0587'
 QL0587'STATION IS LOCATED NEAR THE INTERSECTION OF STEUBEN AND MAIN STREETS
 QL0587'IN MANISTIQUE.  IT
 QL0587'IS OWNED AND OPERATED BY THE CITY OF MANISTIQUE.
 QL0587
 QL0587                          STATION RECOVERY (1965)
 QL0587
 QL0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (CLN)
 QL0587'STATION RECOVERED AS DESCRIBED IN 1965.
 QL0587
 QL0587                          STATION RECOVERY (1977)
 QL0587
 QL0587'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0587'TRIANGULATION INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 QL0587'NO NEW DESCRIPTION NECESSARY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0601 ***********************************************************************
 QL0601  DESIGNATION -  MANISTIQUE PULP PAPER CO STACK
 QL0601  PID         -  QL0601
 QL0601  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0601  USGS QUAD   -  
 QL0601
 QL0601                         *CURRENT SURVEY CONTROL
 QL0601  ___________________________________________________________________
 QL0601* NAD 83(1994)-  45 57 34.92764(N)    086 15 21.13949(W)     ADJUSTED  
 QL0601* NAVD 88     -                                                        
 QL0601  ___________________________________________________________________
 QL0601  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 QL0601  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QL0601
 QL0601  HORZ ORDER  -  THIRD
 QL0601
 QL0601.The horizontal coordinates were established by classical geodetic methods
 QL0601.and adjusted by the National Geodetic Survey in February 1997..
 QL0601
 QL0601
 QL0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0601
 QL0601.The geoid height was determined by GEOID03.
 QL0601
 QL0601;                    North         East     Units Scale Factor Converg.
 QL0601;SPC MI N     -   131,017.250 8,057,678.910   MT  0.99991890   +0 32 16.3
 QL0601;SPC MI N     -   429,846.62 26,435,954.43   iFT  0.99991890   +0 32 16.3
 QL0601;UTM  16      - 5,089,839.310   557,661.310   MT  0.99964087   +0 32 05.8
 QL0601
 QL0601                          SUPERSEDED SURVEY CONTROL
 QL0601
 QL0601  NAD 83(1986)-  45 57 34.92178(N)    086 15 21.13556(W) AD(       ) 4
 QL0601  NAD 27      -  45 57 35.03086(N)    086 15 20.61547(W) AD(       ) 3
 QL0601
 QL0601.Superseded values are not recommended for survey control.
 QL0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0601.See file dsdata.txt to determine how the superseded data were derived.
 QL0601
 QL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5766189839(NAD 83)
 QL0601
 QL0601  HISTORY     - Date     Condition        Report By
 QL0601  HISTORY     - 1965     MONUMENTED       CGS
 QL0601
 QL0601                          STATION DESCRIPTION
 QL0601
 QL0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0601'THE STATION IS THE CENTER OF
 QL0601'A WHITE-PAINTED
 QL0601'CONCRETE STACK.  OVERALL HEIGHT IS
 QL0601'ABOUT 130 FEET.
 QL0601'
 QL0601'THE STATION IS LOCATED ALONG THE MANISTIQUE
 QL0601'RIVER IN THE
 QL0601'SOUTHWEST SECTION OF MANISTIQUE AT THE
 QL0601'END OF MACKINAC STREET.  IT IS
 QL0601'OWNED AND OPERATED BY
 QL0601'THE MANISTIQUE PULP AND PAPER CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0602 ***********************************************************************
 QL0602  DESIGNATION -  MANISTIQUE PULP PAPER CO TANK
 QL0602  PID         -  QL0602
 QL0602  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0602  USGS QUAD   -  
 QL0602
 QL0602                         *CURRENT SURVEY CONTROL
 QL0602  ___________________________________________________________________
 QL0602* NAD 83(1994)-  45 57 35.09241(N)    086 15 19.07264(W)     ADJUSTED  
 QL0602* NAVD 88     -                                                        
 QL0602  ___________________________________________________________________
 QL0602  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 QL0602  GEOID HEIGHT-         -35.37  (meters)                     GEOID03
 QL0602
 QL0602  HORZ ORDER  -  THIRD
 QL0602
 QL0602.The horizontal coordinates were established by classical geodetic methods
 QL0602.and adjusted by the National Geodetic Survey in February 1997..
 QL0602
 QL0602
 QL0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0602
 QL0602.The geoid height was determined by GEOID03.
 QL0602
 QL0602;                    North         East     Units Scale Factor Converg.
 QL0602;SPC MI N     -   131,022.754 8,057,723.362   MT  0.99991889   +0 32 17.7
 QL0602;SPC MI N     -   429,864.68 26,436,100.27   iFT  0.99991889   +0 32 17.7
 QL0602;UTM  16      - 5,089,844.810   557,705.750   MT  0.99964094   +0 32 07.2
 QL0602
 QL0602                          SUPERSEDED SURVEY CONTROL
 QL0602
 QL0602  NAD 83(1986)-  45 57 35.08656(N)    086 15 19.06871(W) AD(       ) 4
 QL0602  NAD 27      -  45 57 35.19451(N)    086 15 18.54936(W) AD(       ) 3
 QL0602
 QL0602.Superseded values are not recommended for survey control.
 QL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0602.See file dsdata.txt to determine how the superseded data were derived.
 QL0602
 QL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5770689845(NAD 83)
 QL0602
 QL0602  HISTORY     - Date     Condition        Report By
 QL0602  HISTORY     - 1965     MONUMENTED       CGS
 QL0602
 QL0602                          STATION DESCRIPTION
 QL0602
 QL0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0602'THE STATION IS THE CENTER OF A BLACK
 QL0602'ELEVATED WATER
 QL0602'TANK ON TOP OF A CONCRETE BUILDING.  THE OVERALL
 QL0602'HEIGHT IS ABOUT 100 FEET.
 QL0602'
 QL0602'THE STATION IS LOCATED ALONG THE MANISTIQUE RIVER IN
 QL0602'THE SOUTHWEST
 QL0602'SECTION OF MANISTIQUE AT THE END OF MACKINAC STREET.  IT IS OWNED AND
 QL0602'OPERATED BY THE MANISTIQUE PULP AND PAPER CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0585 ***********************************************************************
 QL0585  DESIGNATION -  MANISTIQUE RADIO KQA 299 MAST
 QL0585  PID         -  QL0585
 QL0585  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0585  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0585
 QL0585                         *CURRENT SURVEY CONTROL
 QL0585  ___________________________________________________________________
 QL0585* NAD 83(1994)-  45 57 02.91404(N)    086 14 37.26317(W)     ADJUSTED  
 QL0585* NAVD 88     -                                                        
 QL0585  ___________________________________________________________________
 QL0585  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 QL0585  GEOID HEIGHT-         -35.38  (meters)                     GEOID03
 QL0585
 QL0585  HORZ ORDER  -  THIRD
 QL0585
 QL0585.The horizontal coordinates were established by classical geodetic methods
 QL0585.and adjusted by the National Geodetic Survey in February 1997..
 QL0585
 QL0585
 QL0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0585
 QL0585.The geoid height was determined by GEOID03.
 QL0585
 QL0585;                    North         East     Units Scale Factor Converg.
 QL0585;SPC MI N     -   130,037.892 8,058,633.018   MT  0.99991978   +0 32 48.0
 QL0585;SPC MI N     -   426,633.50 26,439,084.70   iFT  0.99991978   +0 32 48.0
 QL0585;UTM  16      - 5,088,860.174   558,615.102   MT  0.99964224   +0 32 37.0
 QL0585
 QL0585                          SUPERSEDED SURVEY CONTROL
 QL0585
 QL0585  NAD 83(1986)-  45 57 02.90817(N)    086 14 37.25930(W) AD(       ) 4
 QL0585  NAD 27      -  45 57 03.01675(N)    086 14 36.74041(W) AD(       ) 3
 QL0585
 QL0585.Superseded values are not recommended for survey control.
 QL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0585.See file dsdata.txt to determine how the superseded data were derived.
 QL0585
 QL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5861588860(NAD 83)
 QL0585
 QL0585  HISTORY     - Date     Condition        Report By
 QL0585  HISTORY     - 1965     MONUMENTED       CGS
 QL0585  HISTORY     - 1977     GOOD             MIDH
 QL0585
 QL0585                          STATION DESCRIPTION
 QL0585
 QL0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0585'STATION IS THE CENTER OF A 3-LEG GUYED STEEL MAST
 QL0585'PAINTED IN
 QL0585'ALTERNATING SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THERE
 QL0585'IS A STEADY RED LIGHT ON TOP
 QL0585'AND 2 SETS OF STEADY RED SIDEARM LIGHTS AT
 QL0585'EQUAL INTERVALS ALONG MAST.  OVERALL HEIGHT IS
 QL0585'208 FEET.
 QL0585'
 QL0585'STATION IS LOCATED IN MANISTIQUE ALONG U.S. ROUTE 2, ACROSS FROM
 QL0585'THE MICHIGAN STATE
 QL0585'POLICE POST.  IT IS OWNED AND OPERATED BY THE MICHIGAN
 QL0585'STATE POLICE.
 QL0585
 QL0585                          STATION RECOVERY (1977)
 QL0585
 QL0585'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0585'TRIANGULATION INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 QL0585'NO NEW DESCRIPTION NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0586 ***********************************************************************
 QL0586  DESIGNATION -  MANISTIQUE RADIO KQG 653 MAST
 QL0586  PID         -  QL0586
 QL0586  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0586  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0586
 QL0586                         *CURRENT SURVEY CONTROL
 QL0586  ___________________________________________________________________
 QL0586* NAD 83(1994)-  45 57 52.88954(N)    086 14 30.05832(W)     ADJUSTED  
 QL0586* NAVD 88     -                                                        
 QL0586  ___________________________________________________________________
 QL0586  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 QL0586  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0586
 QL0586  HORZ ORDER  -  THIRD
 QL0586
 QL0586.The horizontal coordinates were established by classical geodetic methods
 QL0586.and adjusted by the National Geodetic Survey in February 1997..
 QL0586
 QL0586
 QL0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0586
 QL0586.The geoid height was determined by GEOID03.
 QL0586
 QL0586;                    North         East     Units Scale Factor Converg.
 QL0586;SPC MI N     -   131,582.179 8,058,773.408   MT  0.99991841   +0 32 53.2
 QL0586;SPC MI N     -   431,700.06 26,439,545.30   iFT  0.99991841   +0 32 53.2
 QL0586;UTM  16      - 5,090,404.026   558,755.533   MT  0.99964244   +0 32 42.6
 QL0586
 QL0586                          SUPERSEDED SURVEY CONTROL
 QL0586
 QL0586  NAD 83(1986)-  45 57 52.88375(N)    086 14 30.05452(W) AD(       ) 4
 QL0586  NAD 27      -  45 57 52.99313(N)    086 14 29.53976(W) AD(       ) 3
 QL0586
 QL0586.Superseded values are not recommended for survey control.
 QL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0586.See file dsdata.txt to determine how the superseded data were derived.
 QL0586
 QL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5875690404(NAD 83)
 QL0586
 QL0586  HISTORY     - Date     Condition        Report By
 QL0586  HISTORY     - 1965     MONUMENTED       CGS
 QL0586  HISTORY     - 1977     GOOD             MIDH
 QL0586
 QL0586                          STATION DESCRIPTION
 QL0586
 QL0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0586'STATION IS THE CENTER OF A 3-LEG GUYED STEEL MAST,
 QL0586'PAINTED IN
 QL0586'ALTERNATING SECTIONS OF INTERNATIONAL ORANGE AND WHITE.  THERE
 QL0586'IS A FLASHING RED LIGHT AND A
 QL0586'BEAM ANTENNA ON TOP AND ONE PAIR OF STEADY
 QL0586'RED SIDEARM LIGHTS ABOUT MIDWAY UP THE MAST.
 QL0586'OVERALL HEIGHT IS 300 FEET.
 QL0586'
 QL0586'STATION IS LOCATED AT 340 E. ELM STREET IN MANISTIQUE.  IT IS OWNED
 QL0586'AND OPERATED BY
 QL0586'THE LAKEHEAD PIPELINE CO.
 QL0586
 QL0586                          STATION RECOVERY (1977)
 QL0586
 QL0586'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0586'TRIANGULATION INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 QL0586'NO NEW DESCRIPTION NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0054 ***********************************************************************
 QL0054  DESIGNATION -  MANISTIQUE RM 1
 QL0054  PID         -  QL0054
 QL0054  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0054  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0054
 QL0054                         *CURRENT SURVEY CONTROL
 QL0054  ___________________________________________________________________
 QL0054* NAD 83(1986)-  45 57 44.     (N)    086 14 24.     (W)     SCALED    
 QL0054* NAVD 88     -       204.301  (meters)     670.28   (feet)  ADJUSTED  
 QL0054  ___________________________________________________________________
 QL0054  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0054  DYNAMIC HT  -         204.307 (meters)     670.30  (feet)  COMP
 QL0054  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 QL0054
 QL0054  VERT ORDER  -  FIRST     CLASS 0
 QL0054
 QL0054.The horizontal coordinates were scaled from a topographic map and have
 QL0054.an estimated accuracy of +/- 6 seconds.
 QL0054
 QL0054.The orthometric height was determined by differential leveling
 QL0054.and adjusted by the National Geodetic Survey in June 1991..
 QL0054
 QL0054.The geoid height was determined by GEOID03.
 QL0054
 QL0054.The dynamic height is computed by dividing the NAVD 88
 QL0054.geopotential number by the normal gravity value computed on the
 QL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0054.degrees latitude (g = 980.6199 gals.).
 QL0054
 QL0054.The modeled gravity was interpolated from observed gravity values.
 QL0054
 QL0054;                    North         East    Units  Estimated Accuracy
 QL0054;SPC MI N     -   131,310.    8,058,910.      MT  (+/- 180 meters Scaled)
 QL0054
 QL0054                          SUPERSEDED SURVEY CONTROL
 QL0054
 QL0054  NGVD 29 (??/??/92)  204.29   (m)          670.2    (f) COMPUTED    1 0
 QL0054
 QL0054.Superseded values are not recommended for survey control.
 QL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0054.See file dsdata.txt to determine how the superseded data were derived.
 QL0054
 QL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER588901(NAD 83)
 QL0054_MARKER: DR = REFERENCE MARK DISK
 QL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0054_STAMPING: MANISTIQUE NO 1 1965
 QL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0054+STABILITY: SURFACE MOTION
 QL0054
 QL0054  HISTORY     - Date     Condition        Report By
 QL0054  HISTORY     - 1965     MONUMENTED       CGS
 QL0054  HISTORY     - 1972     GOOD             NGS
 QL0054  HISTORY     - 1975     GOOD             USGS
 QL0054
 QL0054                          STATION DESCRIPTION
 QL0054
 QL0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0054'0.6 MI NE FROM MANISTIQUE.
 QL0054'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0054'AT MANISTIQUE, THENCE 0.3 MILE NORTHEAST ALONG THE SOUTH EDGE
 QL0054'OF A LAKE, ON THE TOP OF A SANDY HILL, 37.3 FEET NORTHEAST OF
 QL0054'THE STATION MARK DESCRIBED, 42 FEET EAST OF THE EAST CORNER OF
 QL0054'A SMALL BUILDING WITH TIN SIDING, ALONG THE EAST EDGE OF THE
 QL0054'HILL, 66 FEET EAST OF RM 2 DESCRIBED, SET IN THE TOP OF A
 QL0054'CONCRETE POST FLUSH WITH THE GROUND.  SECTION 7, T41N, R15W.
 QL0054
 QL0054                          STATION RECOVERY (1975)
 QL0054
 QL0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QL0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0052 ***********************************************************************
 QL0052  DESIGNATION -  MANISTIQUE RM 2
 QL0052  PID         -  QL0052
 QL0052  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0052  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0052
 QL0052                         *CURRENT SURVEY CONTROL
 QL0052  ___________________________________________________________________
 QL0052* NAD 83(1986)-  45 57 44.     (N)    086 14 24.     (W)     SCALED    
 QL0052* NAVD 88     -       204.433  (meters)     670.71   (feet)  ADJUSTED  
 QL0052  ___________________________________________________________________
 QL0052  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0052  DYNAMIC HT  -         204.439 (meters)     670.73  (feet)  COMP
 QL0052  MODELED GRAV-     980,639.7   (mgal)                       NAVD 88
 QL0052
 QL0052  VERT ORDER  -  FIRST     CLASS 0
 QL0052
 QL0052.The horizontal coordinates were scaled from a topographic map and have
 QL0052.an estimated accuracy of +/- 6 seconds.
 QL0052
 QL0052.The orthometric height was determined by differential leveling
 QL0052.and adjusted by the National Geodetic Survey in June 1991..
 QL0052
 QL0052.The geoid height was determined by GEOID03.
 QL0052
 QL0052.The dynamic height is computed by dividing the NAVD 88
 QL0052.geopotential number by the normal gravity value computed on the
 QL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0052.degrees latitude (g = 980.6199 gals.).
 QL0052
 QL0052.The modeled gravity was interpolated from observed gravity values.
 QL0052
 QL0052;                    North         East    Units  Estimated Accuracy
 QL0052;SPC MI N     -   131,310.    8,058,910.      MT  (+/- 180 meters Scaled)
 QL0052
 QL0052                          SUPERSEDED SURVEY CONTROL
 QL0052
 QL0052  NGVD 29 (??/??/92)  204.42   (m)          670.7    (f) COMPUTED    1 0
 QL0052
 QL0052.Superseded values are not recommended for survey control.
 QL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0052.See file dsdata.txt to determine how the superseded data were derived.
 QL0052
 QL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER588901(NAD 83)
 QL0052_MARKER: DR = REFERENCE MARK DISK
 QL0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QL0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 QL0052_STAMPING: MANISTIQUE NO 2 1965
 QL0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QL0052+STABILITY: SURFACE MOTION
 QL0052
 QL0052  HISTORY     - Date     Condition        Report By
 QL0052  HISTORY     - 1965     MONUMENTED       CGS
 QL0052  HISTORY     - 1972     GOOD             NGS
 QL0052  HISTORY     - 1975     GOOD             USGS
 QL0052
 QL0052                          STATION DESCRIPTION
 QL0052
 QL0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0052'0.6 MI NE FROM MANISTIQUE.
 QL0052'ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY 2 FROM THE COURTHOUSE
 QL0052'AT MANISTIQUE, THENCE 0.3 MILE NORTHEAST ALONG THE SOUTH EDGE
 QL0052'OF A LAKE, ON THE TOP OF A SANDY HILL, 42.7 FEET NORTHWEST OF
 QL0052'THE STATION MARK DESCRIBED, 12 FEET NORTHWEST OF THE WEST CORNER
 QL0052'OF A SMALL TIN BUILDING, 9 FEET SOUTHEAST OF A POWER LINE POLE
 QL0052'BEARING 2 TRANSFORMERS, 66 FEET WEST OF RM 1 DESCRIBED, NEAR
 QL0052'A GROUP OF SMALL CEDAR TREES, SET IN THE TOP OF A CONCRETE POST
 QL0052'FLUSH WITH THE LEVEL OF THE GROUND.  SECTION 7, T41N, R15W.
 QL0052
 QL0052                          STATION RECOVERY (1975)
 QL0052
 QL0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 QL0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0582 ***********************************************************************
 QL0582  DESIGNATION -  MANISTIQUE TV CABLE CO MAST
 QL0582  PID         -  QL0582
 QL0582  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0582  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0582
 QL0582                         *CURRENT SURVEY CONTROL
 QL0582  ___________________________________________________________________
 QL0582* NAD 83(1994)-  45 57 32.83286(N)    086 13 46.61795(W)     ADJUSTED  
 QL0582* NAVD 88     -                                                        
 QL0582  ___________________________________________________________________
 QL0582  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 QL0582  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0582
 QL0582  HORZ ORDER  -  THIRD
 QL0582
 QL0582.The horizontal coordinates were established by classical geodetic methods
 QL0582.and adjusted by the National Geodetic Survey in February 1997..
 QL0582
 QL0582
 QL0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0582
 QL0582.The geoid height was determined by GEOID03.
 QL0582
 QL0582;                    North         East     Units Scale Factor Converg.
 QL0582;SPC MI N     -   130,972.023 8,059,714.632   MT  0.99991895   +0 33 24.6
 QL0582;SPC MI N     -   429,698.24 26,442,633.31   iFT  0.99991895   +0 33 24.6
 QL0582;UTM  16      - 5,089,793.990   559,696.466   MT  0.99964381   +0 33 13.7
 QL0582
 QL0582                          SUPERSEDED SURVEY CONTROL
 QL0582
 QL0582  NAD 83(1986)-  45 57 32.82700(N)    086 13 46.61400(W) AD(       ) 4
 QL0582  NAD 27      -  45 57 32.93523(N)    086 13 46.09803(W) AD(       ) 3
 QL0582
 QL0582.Superseded values are not recommended for survey control.
 QL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0582.See file dsdata.txt to determine how the superseded data were derived.
 QL0582
 QL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5969689794(NAD 83)
 QL0582
 QL0582  HISTORY     - Date     Condition        Report By
 QL0582  HISTORY     - 1965     MONUMENTED       CGS
 QL0582  HISTORY     - 1977     GOOD             MIDH
 QL0582
 QL0582                          STATION DESCRIPTION
 QL0582
 QL0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 QL0582'STATION IS THE CENTER OF A 3-LEG GUYED MAST
 QL0582'PAINTED IN
 QL0582'ALTERNATING SECTIONS OF INTERNATIONAL ORANGE AND WHITE.
 QL0582'THERE IS A FLAHSING RED
 QL0582'BEACON AND SEVERAL ANTENNAS ON TOP.  OVERALL
 QL0582'HEIGHT IS 280 FEET.
 QL0582'
 QL0582'STATION IS LOCATED IMMEDIATELY NORTHEAST OF THE CITY LIMITS OF
 QL0582'MANISTIQUE, ABOUT
 QL0582'1/2 MILE SOUTH OF RIVER ROAD.
 QL0582'
 QL0582'THERE ARE PLANS TO REPLACE THIS MAST WITH A MICROWAVE MAST IN THE
 QL0582'NEAR FUTURE.
 QL0582
 QL0582                          STATION RECOVERY (1977)
 QL0582
 QL0582'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0582'THE TRIANGULATION INTERSECTION STATION WAS RECOVERED AS DESCRIBED.
 QL0582'NO NEW DESCRIPTION IS NECESSARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0596 ***********************************************************************
 QL0596  DESIGNATION -  MANISTIQUE TV TRANSLATOR MAST
 QL0596  PID         -  QL0596
 QL0596  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0596  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0596
 QL0596                         *CURRENT SURVEY CONTROL
 QL0596  ___________________________________________________________________
 QL0596* NAD 83(1994)-  45 57 30.11518(N)    086 13 56.22402(W)     ADJUSTED  
 QL0596* NAVD 88     -                                                        
 QL0596  ___________________________________________________________________
 QL0596  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 QL0596  GEOID HEIGHT-         -35.36  (meters)                     GEOID03
 QL0596
 QL0596  HORZ ORDER  -  THIRD
 QL0596
 QL0596.The horizontal coordinates were established by classical geodetic methods
 QL0596.and adjusted by the National Geodetic Survey in February 1997..
 QL0596
 QL0596
 QL0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0596
 QL0596.The geoid height was determined by GEOID03.
 QL0596
 QL0596;                    North         East     Units Scale Factor Converg.
 QL0596;SPC MI N     -   130,886.118 8,059,508.619   MT  0.99991903   +0 33 17.6
 QL0596;SPC MI N     -   429,416.40 26,441,957.41   iFT  0.99991903   +0 33 17.6
 QL0596;UTM  16      - 5,089,708.120   559,490.506   MT  0.99964351   +0 33 06.8
 QL0596
 QL0596                          SUPERSEDED SURVEY CONTROL
 QL0596
 QL0596  NAD 83(1986)-  45 57 30.10919(N)    086 13 56.21993(W) AD(       ) 4
 QL0596  NAD 27      -  45 57 30.21793(N)    086 13 55.70443(W) AD(       ) 3
 QL0596
 QL0596.Superseded values are not recommended for survey control.
 QL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0596.See file dsdata.txt to determine how the superseded data were derived.
 QL0596
 QL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER5949189708(NAD 83)
 QL0596_MARKER: 42 = RADIO/TV MAST
 QL0596
 QL0596  HISTORY     - Date     Condition        Report By
 QL0596  HISTORY     - 1977     FIRST OBSERVED   MIDH
 QL0596
 QL0596                          STATION DESCRIPTION
 QL0596
 QL0596'DESCRIBED BY MI DEPT OF HIGHWAYS 1977 (JPS)
 QL0596'STATION IS THE CENTER OF 3 LEG GUYED STEEL MAST GREY COLORED.  THERE
 QL0596'IS A SINGLE ANTENNA ON TOP.  HEIGHT IS 186 FEET.  OWNED BY WLUC TV.
 QL0596'
 QL0596'STATION IS LOCATED IMMEDIATELY NORTHEAST OF THE CITY LIMITS OF
 QL0596'MANISTIQUE, ABOUT 0.5 MILE SOUTH OF RIVER ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0645 ***********************************************************************
 RK0645  DESIGNATION -  MANISTIQUE USLS 1874
 RK0645  PID         -  RK0645
 RK0645  STATE/COUNTY-  MI/DELTA
 RK0645  USGS QUAD   -  CORNER LAKE (1985)
 RK0645
 RK0645                         *CURRENT SURVEY CONTROL
 RK0645  ___________________________________________________________________
 RK0645* NAD 83(1994)-  46 08 31.30026(N)    086 35 54.83406(W)     ADJUSTED  
 RK0645* NAVD 88     -       293.     (meters)     961.     (feet)  SCALED    
 RK0645  ___________________________________________________________________
 RK0645  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 RK0645  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 RK0645
 RK0645  HORZ ORDER  -  FIRST
 RK0645
 RK0645.The horizontal coordinates were established by classical geodetic methods
 RK0645.and adjusted by the National Geodetic Survey in February 1997..
 RK0645
 RK0645.The orthometric height was scaled from a topographic map.
 RK0645
 RK0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0645
 RK0645.The geoid height was determined by GEOID03.
 RK0645
 RK0645;                    North         East     Units Scale Factor Converg.
 RK0645;SPC MI N     -   151,089.189 8,031,013.769   MT  0.99990595   +0 17 24.6
 RK0645;SPC MI N     -   495,699.44 26,348,470.37   iFT  0.99990595   +0 17 24.6
 RK0645;UTM  16      - 5,109,906.275   531,004.402   MT  0.99961182   +0 17 22.1
 RK0645
 RK0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0645!SPC MI N     -   0.99995957  x   0.99990595  =   0.99986552
 RK0645!UTM  16      -   0.99995957  x   0.99961182  =   0.99957140
 RK0645
 RK0645:                Primary Azimuth Mark                     Grid Az
 RK0645:SPC MI N     -  FISHDAM USLS 1874                        157 36 22.6
 RK0645:UTM  16      -  FISHDAM USLS 1874                        157 36 25.1
 RK0645
 RK0645|---------------------------------------------------------------------|
 RK0645| PID    Reference Object                     Distance      Geod. Az  |
 RK0645|                                                           dddmmss.s |
 RK0645| QL0608 FISHDAM USLS 1874                   APPROX.21.8 KM 1575347.2 |
 RK0645|---------------------------------------------------------------------|
 RK0645
 RK0645                          SUPERSEDED SURVEY CONTROL
 RK0645
 RK0645  NAD 83(1986)-  46 08 31.29629(N)    086 35 54.83158(W) AD(       ) 1
 RK0645  NAD 27      -  46 08 31.41300(N)    086 35 54.25400(W) AD(       ) 1
 RK0645
 RK0645.Superseded values are not recommended for survey control.
 RK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0645.See file dsdata.txt to determine how the superseded data were derived.
 RK0645
 RK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES3100409906(NAD 83)
 RK0645_MARKER: Z = SEE DESCRIPTION
 RK0645_SETTING: 0 = UNSPECIFIED SETTING
 RK0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RK0645
 RK0645  HISTORY     - Date     Condition        Report By
 RK0645  HISTORY     - 1874     MONUMENTED       CGS
 RK0645  HISTORY     - 1919     MARK NOT FOUND   CGS
 RK0645  HISTORY     - 1929     MARK NOT FOUND   CGS
 RK0645
 RK0645                          STATION DESCRIPTION
 RK0645
 RK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1874
 RK0645'ON NORTHERN PENINSULA OF MICHIGAN, 975 FEET SOUTHWEST OF NORTHEAST
 RK0645'CORNER OF SEC. 7, T. 43 N., R. 18 W.  STATION MARK IS MIDDLE POINT
 RK0645'OF LINE JOINING TWO STONES SET 5 FEET APART IN EAST-AND-WEST LINE.
 RK0645
 RK0645                          STATION RECOVERY (1919)
 RK0645
 RK0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919
 RK0645'STATION SITE WAS VISITED, STUMP OF CENTER-POST REPORTED
 RK0645'FOUND, BUT SEARCH FAILED TO REVEAL STONES.
 RK0645
 RK0645                          STATION RECOVERY (1929)
 RK0645
 RK0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1929
 RK0645'THIS STATION WAS REPORTED LOST.  LAKE SURVEY RECORDS ALSO CALL THIS
 RK0645'STATION MONISTIQUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0383 ***********************************************************************
 RJ0383  DESIGNATION -  MANITOU PAYMENT
 RJ0383  PID         -  RJ0383
 RJ0383  STATE/COUNTY-  MI/MACKINAC
 RJ0383  USGS QUAD   -  BREVORT (1975)
 RJ0383
 RJ0383                         *CURRENT SURVEY CONTROL
 RJ0383  ___________________________________________________________________
 RJ0383* NAD 83(1994)-  46 01 47.57760(N)    085 05 15.89599(W)     ADJUSTED  
 RJ0383* NAVD 88     -       241.824  (meters)     793.38   (feet)  ADJUSTED  
 RJ0383  ___________________________________________________________________
 RJ0383  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 RJ0383  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0383  DYNAMIC HT  -         241.840 (meters)     793.44  (feet)  COMP
 RJ0383  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RJ0383
 RJ0383  HORZ ORDER  -  FIRST
 RJ0383  VERT ORDER  -  FIRST     CLASS 0
 RJ0383
 RJ0383.The horizontal coordinates were established by classical geodetic methods
 RJ0383.and adjusted by the National Geodetic Survey in February 1997..
 RJ0383
 RJ0383.The orthometric height was determined by differential leveling
 RJ0383.and adjusted by the National Geodetic Survey in June 1991..
 RJ0383
 RJ0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ0383
 RJ0383.The geoid height was determined by GEOID03.
 RJ0383
 RJ0383.The dynamic height is computed by dividing the NAVD 88
 RJ0383.geopotential number by the normal gravity value computed on the
 RJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0383.degrees latitude (g = 980.6199 gals.).
 RJ0383
 RJ0383.The modeled gravity was interpolated from observed gravity values.
 RJ0383
 RJ0383;                    North         East     Units Scale Factor Converg.
 RJ0383;SPC MI N     -   140,331.990 8,148,022.238   MT  0.99991272   +1 22 55.8
 RJ0383;SPC MI N     -   460,406.79 26,732,356.42   iFT  0.99991272   +1 22 55.8
 RJ0383;UTM  16      - 5,099,145.356   647,989.348   MT  0.99986924   +1 22 35.4
 RJ0383
 RJ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ0383!SPC MI N     -   0.99996757  x   0.99991272  =   0.99988029
 RJ0383!UTM  16      -   0.99996757  x   0.99986924  =   0.99983681
 RJ0383
 RJ0383|---------------------------------------------------------------------|
 RJ0383| PID    Reference Object                     Distance      Geod. Az  |
 RJ0383|                                                           dddmmss.s |
 RJ0383| RJ0384 MANITOU PAYMENT RM 1                  7.074 METERS 17244     |
 RJ0383| QK0794 GRAYS REEF LIGHT                    APPROX.29.8 KM 1895501.5 |
 RJ0383| QK0795 WHITE SHOAL LH USLS 1913            APPROX.21.3 KM 1900730.6 |
 RJ0383| RJ0385 MANITOU PAYMENT RM 2                  8.737 METERS 28227     |
 RJ0383|---------------------------------------------------------------------|
 RJ0383
 RJ0383                          SUPERSEDED SURVEY CONTROL
 RJ0383
 RJ0383  NAD 83(1986)-  46 01 47.57140(N)    085 05 15.89376(W) AD(       ) 1
 RJ0383  NAD 27      -  46 01 47.53837(N)    085 05 15.65094(W) AD(       ) 1
 RJ0383  NGVD 29 (??/??/92)  241.865  (m)          793.52   (f) ADJ UNCH    1 0
 RJ0383
 RJ0383.Superseded values are not recommended for survey control.
 RJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0383.See file dsdata.txt to determine how the superseded data were derived.
 RJ0383
 RJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR4798999145(NAD 83)
 RJ0383_MARKER: B = BOLT
 RJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0383+STABILITY: SURFACE MOTION
 RJ0383
 RJ0383  HISTORY     - Date     Condition        Report By
 RJ0383  HISTORY     - UNK      MONUMENTED       USLS
 RJ0383  HISTORY     - 1917     SEE DESCRIPTION  USLS
 RJ0383  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ0383  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ0383  HISTORY     - 1972     SEE DESCRIPTION  NGS
 RJ0383  HISTORY     - 1972     GOOD             NGS
 RJ0383  HISTORY     - 1975     GOOD             MIDH
 RJ0383
 RJ0383                          STATION DESCRIPTION
 RJ0383
 RJ0383'DESCRIBED BY US LAKE SURVEY 1917
 RJ0383'ON MANITOU PAYMENT POINT, ON NORTH SHORE OF LAKE MICHIGAN, JUST
 RJ0383'WEST OF THE HIGH
 RJ0383'ROLLWAYS, IN SOUTHWEST PART OF SEC. 18, T. 42 N., R. 6 W.,
 RJ0383'MORAN TOWNSHIP, ON PEAK OF HIGHEST
 RJ0383'SAND HILL NEAR SHORE, 5.3 METERS (17 FEET)
 RJ0383'N. 52 DEG 07 MIN E. OF 5-INCH OAK TREE, 6.7 METERS
 RJ0383'(22 FEET) N. 70 DEG 25 MIN W. FROM 4-INCH
 RJ0383'OAK TREE, 9.1 METERS (30 FEET) S. 69 DEG 49 MIN W. FROM 10-INCH OAK
 RJ0383'TREE, AND 4.8 METERS (16 FEET) S. 24
 RJ0383'DEG 26 MIN E. FROM 5-INCH BIRCH TREE.  MARKED BY CROSS ON FLAT STONE
 RJ0383'4 FEET BELOW SURFACE OF GROUND.
 RJ0383'OVER MARK IS CONCRETE MONUMENT, 10 INCHES
 RJ0383'SQUARE, PROJECTING 4 INCHES ABOVE GROUND.
 RJ0383
 RJ0383                          STATION RECOVERY (1949)
 RJ0383
 RJ0383'RECOVERY NOTE BY US LAKE SURVEY 1949 (CBF)
 RJ0383'TO REACH STATION FROM THE WHITE CHURCH IN BREVORT, MICH. PROCEED
 RJ0383'2.3 MILES WESTERLY
 RJ0383'ON US 2, THENCE 340 FEET SOUTHERLY THRU THE WOODS TO
 RJ0383'TOP OF MOST WESTERLY OF TWO SAND
 RJ0383'DUNES TO STATION SITE.
 RJ0383'
 RJ0383'ALTERNATE ROUTE- FROM THE CENTER OF THE NEW STEEL ARCH OVER CUT RIVER
 RJ0383'GORGE GO 2.2 MILES ON US
 RJ0383'2 THENCE AS ABOVE.
 RJ0383'
 RJ0383'SURFACE MARK IS CROSS ON SQUARE HEAD OF IRON BOLT IN TOP OF 13 INCH
 RJ0383'SQUARE CONCRETE
 RJ0383'MONUMENT INSCRIBED USLS 1917, PROJECTING 6 INCHES ABOVE THE
 RJ0383'GROUND.  SUBSURFACE MARK IS A
 RJ0383'CROSS ON FLAT STONE 4 FEET BELOW THE GROUND SURFACE.
 RJ0383'REF. NO. 1 BEARS S 5 DEG 40 MIN E, 23.1 FEET.
 RJ0383'REF. NO. 2 BEARS N 75 DEG 52 MIN W, 28.6 FEET.
 RJ0383'
 RJ0383'THE REFERENCES CONSIST OF BRONZE DISKS IN TOPS OF 6 INCH DIAMETER
 RJ0383'3 FEET LONG
 RJ0383'CONCRETE POSTS.  BOTH WERE ESTABLISHED IN 1949.
 RJ0383'
 RJ0383'REFERENCE NUMBER 1 IS ON THE SOUTHERLY SLOPE OF THE RIDGE, ABOUT 5
 RJ0383'FEET LOWER THAN THE
 RJ0383'STATION, WITH THE TOP PROJECTING 6 INCHES ABOVE THE GROUND.
 RJ0383'
 RJ0383'REFERENCE NUMBER 2 IS NEAR WESTERLY END OF TOP OF RIDGE, ABOUT 1 FOOT
 RJ0383'LOWER THEN THE STATION,
 RJ0383'WITH THE TOP PROJECTING ABOUT 3 INCHES ABOVE THE GROUND.
 RJ0383'
 RJ0383'BLAZED 10 INCH WHITE PINE BEARS S 85 DEG 42 MIN W, 55 FEET.
 RJ0383'
 RJ0383'BLAZED 12 INCH WHITE PINE BEARS S 4 DEG 55 MIN E, 47 FEET.
 RJ0383'
 RJ0383'A 50 FOOT TOWER IS REQUIRED TO CLEAR TREES.
 RJ0383
 RJ0383                          STATION RECOVERY (1965)
 RJ0383
 RJ0383'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ0383'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 RJ0383'CONDITION.  THE
 RJ0383'DISTANCE TO REFERENCE MARK WAS FOUND TO BE .08 OF A
 RJ0383'FOOT LONGER THAN THE PREVIOUS
 RJ0383'MEASUREMENT AND REFERENCE MARK 2 IS .03
 RJ0383'OF A FOOT LONGER.  NO PREVIOUS DIRECTIONS WERE
 RJ0383'AVAILABLE THEREFORE THE
 RJ0383'DIRECTIONS COULD NOT BE CHECKED.
 RJ0383'
 RJ0383'A COMPLETE NEW DESCRIPTION FOLLOWS-
 RJ0383'
 RJ0383'STAION IS ON A HIGH WOODED HILL ON THE NORTH SHORE OF LAKE
 RJ0383'MICHIGAN, ABOUT 2
 RJ0383'MILES NORTHWEST OF BREVORT, 2-3/4 MILES SOUTHEAST OF
 RJ0383'EPOUFETTE AND ON THE PROPERTY OF MR.
 RJ0383'L.P. HOLLINGSWORTH.
 RJ0383'
 RJ0383'TO REACH THE STATION FROM THE TRINITY LUTHERAN CHURCH IN BREVORT,
 RJ0383'GO NORTHWEST ON
 RJ0383'U.S. HIGHWAY 2 FOR 1.75 MILES TO A SIDE ROAD RIGHT
 RJ0383'(WORTH ROAD).  CONTINUE NORTHWEST
 RJ0383'ON HIGHWAY 2 FOR 0.45 MILE TO A 15
 RJ0383'INCH MAPLE TREE WITH A TRIANGULAR BLAZE ON THE NORTH
 RJ0383'SIDE ON THE LEFT.
 RJ0383'TURN LEFT LEAVING THE HIGHWAY AND GO SOUTHWEST ON A DIM WOODS ROAD
 RJ0383'FOR 0.05 MILE TO
 RJ0383'THE FOOT OF A STEEP HILL.  FROM THIS POINT PACK SOUTHWEST
 RJ0383'UP THE STEEP HILL FOR ABOUT 200
 RJ0383'FEET TO THE STATION ON HIGHEST POINT OF
 RJ0383'THE HILL.
 RJ0383'
 RJ0383'STATION MARK IS A CROSS CHISLED ON THE HEAD OF A 1 INCH BOLT SET
 RJ0383'IN THE TOP OF A 12
 RJ0383'BY 12 INCH CONCRETE MONUMENT WHICH PROJECTS 9 INCHES
 RJ0383'AND HAS USLS 1917 INSCRIBED ON THE
 RJ0383'TOP.  IT IS 17 FEET EAST-NORTHEAST OF
 RJ0383'A 12 INCH OAK TREE, 29.5 FEET WEST OF A 12 INCH OAK
 RJ0383'TREE AND 31 FEET
 RJ0383'SOUTHEAST OF A 10 INCH TWIN TRUNK OAK TREE.
 RJ0383'
 RJ0383'REFERENCE MARK NO. 1, IS A STANDARD CORPS OF ENGINEERS REFERENCE
 RJ0383'MARK DISK STAMPED
 RJ0383'MANITOU PAYMENT NO 1 1854 23.13 (FEET), IS SET IN THE
 RJ0383'TOP OF A 6 INCH IN DIAMETER CONCRETE
 RJ0383'POST WHICH PROJECTS 6 INCHES.  IT IS
 RJ0383'9 FEET NORTH-NORTHWEST OF AN 8 INCH TWIN TRUNK OAK
 RJ0383'TREE, 21 FEET SOUTHEAST
 RJ0383'OF A 12 INCH OAK TREE AND 27 FEET WEST-NORTHWEST OF A 10 INCH
 RJ0383'ASPEN TREE.
 RJ0383'
 RJ0383'REFERENCE MARK NO. 2, IS A STANDARD CORPS OF ENGINEERS REFERENCE
 RJ0383'MARK DISK STAMPED
 RJ0383'MANITOU PAYMENT NO 2 1854 28.64 (FEET), IS SET IN THE
 RJ0383'TOP OF A 6 INCH IN DAMETER CONCRETE
 RJ0383'POST WHICH PROJECTS 5 INCHES.  IT IS
 RJ0383'6 FEET EAST OF A 6 INCH OAK TREE, 13 FEET SOUTHWEST OF
 RJ0383'THE 10 INCH TWIN
 RJ0383'TRUNK OAK TREE AND 20 FEET EAST-NORTHEAST OF A 20 INCH PINE TREE.
 RJ0383'
 RJ0383'NO SUITABLE PLACE FOR AN AZIMUTH MARK COULD BE FOUND.
 RJ0383'
 RJ0383'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 RJ0383
 RJ0383                          STATION RECOVERY (1972)
 RJ0383
 RJ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RRG)
 RJ0383'THE STATION, RM 1 AND 2 WERE ALL RECOVERED AND IN GOOD CONDITION.
 RJ0383'THE DESCRIPTION IS ADEQUATE FOR
 RJ0383'RECOVERY.
 RJ0383'
 RJ0383'AN AZIMUTH MARK WAS NOT SET FOR THIS STATION.
 RJ0383'
 RJ0383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2.3 MILES
 RJ0383'NORTHWEST OF BREVORT.
 RJ0383
 RJ0383                          STATION RECOVERY (1972)
 RJ0383
 RJ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 RJ0383'2.3 MI NW FROM BREVORT.
 RJ0383'ABOUT 2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0383'LUTHERAN CHURCH AT BREVORT, THENCE ABOUT 0.1 MILE SOUTHWEST AND
 RJ0383'UPHILL THROUGH WOODED AREA TO THE TOP OF A KNOLL AND AT THE
 RJ0383'HIGHEST POINT OF THE KNOLL, ABOUT 20 YARDS WEST OF THE CENTER
 RJ0383'OF A SLIGHT RAVINE FOLLOWING THE NORTH SLOPE OF THE KNOLL, 17 1/2
 RJ0383'FEET NORTHEAST OF A 20-INCH OAK TREE, AND IS A 1-INCH BOLT SET
 RJ0383'IN THE TOP OF A 12 X 12-INCH CONCRETE MONUMENT PROJECTING 0.6
 RJ0383'FOOT ABOVE THE LEVEL OF THE GROUND AND MARKED BY THE INSCRIBED
 RJ0383'LETTERS AND NUMBERS ON TOP OF THE POST USLS 1917.  ALSO ABOUT
 RJ0383'0.45 MILE NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE JUNCTION OF
 RJ0383'WORTH ROAD LEADING EAST.  SECTION 17, T 42 N, R 6 W.
 RJ0383
 RJ0383                          STATION RECOVERY (1975)
 RJ0383
 RJ0383'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1975 (MAC)
 RJ0383'MANITOU PAYMENT NO 2 1854 RECOVERED GOOD.
 RJ0383'
 RJ0383'STATION RECOVERED AS DESCRIBED, THIS MARK INACCESSABLE FOR OUR USE.
 RJ0383'
 RJ0383'DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHWEST OF
 RJ0383'BREVORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0384 ***********************************************************************
 RJ0384  DESIGNATION -  MANITOU PAYMENT RM 1
 RJ0384  PID         -  RJ0384
 RJ0384  STATE/COUNTY-  MI/MACKINAC
 RJ0384  USGS QUAD   -  BREVORT (1975)
 RJ0384
 RJ0384                         *CURRENT SURVEY CONTROL
 RJ0384  ___________________________________________________________________
 RJ0384* NAD 83(1986)-  46 01 48.     (N)    085 05 16.     (W)     SCALED    
 RJ0384* NAVD 88     -       239.574  (meters)     786.00   (feet)  ADJUSTED  
 RJ0384  ___________________________________________________________________
 RJ0384  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0384  DYNAMIC HT  -         239.590 (meters)     786.05  (feet)  COMP
 RJ0384  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RJ0384
 RJ0384  VERT ORDER  -  FIRST     CLASS 0
 RJ0384
 RJ0384.The horizontal coordinates were scaled from a topographic map and have
 RJ0384.an estimated accuracy of +/- 6 seconds.
 RJ0384
 RJ0384.The orthometric height was determined by differential leveling
 RJ0384.and adjusted by the National Geodetic Survey in June 1991..
 RJ0384
 RJ0384.The geoid height was determined by GEOID03.
 RJ0384
 RJ0384.The dynamic height is computed by dividing the NAVD 88
 RJ0384.geopotential number by the normal gravity value computed on the
 RJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0384.degrees latitude (g = 980.6199 gals.).
 RJ0384
 RJ0384.The modeled gravity was interpolated from observed gravity values.
 RJ0384
 RJ0384;                    North         East    Units  Estimated Accuracy
 RJ0384;SPC MI N     -   140,350.    8,148,020.      MT  (+/- 180 meters Scaled)
 RJ0384
 RJ0384                          SUPERSEDED SURVEY CONTROL
 RJ0384
 RJ0384  NGVD 29 (??/??/92)  239.615  (m)          786.14   (f) ADJ UNCH    1 0
 RJ0384
 RJ0384.Superseded values are not recommended for survey control.
 RJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0384.See file dsdata.txt to determine how the superseded data were derived.
 RJ0384
 RJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR479991(NAD 83)
 RJ0384_MARKER: DR = REFERENCE MARK DISK
 RJ0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0384_STAMPING: MANITOU PAYMENT NO 1 1854 23.13
 RJ0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0384+STABILITY: SURFACE MOTION
 RJ0384
 RJ0384  HISTORY     - Date     Condition        Report By
 RJ0384  HISTORY     - 1949     MONUMENTED       USLS
 RJ0384  HISTORY     - 1972     GOOD             NGS
 RJ0384  HISTORY     - 19950814 GOOD             USPSQD
 RJ0384
 RJ0384                          STATION DESCRIPTION
 RJ0384
 RJ0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0384'2.3 MI NW FROM BREVORT.
 RJ0384'ABOUT 2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0384'LUTHERAN CHURCH AT BREVORT, THENCE 0.1 MILE SOUTHWEST THRU WOODS
 RJ0384'TO TOP OF HIGHEST KNOLL IN VICINITY, 24.6 FEET SOUTH OF THE
 RJ0384'STATION MARK DESCRIBED (SLOPE MEASUREMENT), 21 1/2 FEET SOUTHEAST
 RJ0384'OF A 20 INCH OAK TREE, 6 FEET NORTHWEST OF THE NORTHWEST TRUNK
 RJ0384'OF A FORKED 8 INCH OAK TREE, ABOUT 6 FEET BELOW THE LEVEL OF
 RJ0384'THE STATION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 RJ0384'8 INCHES ABOVE THE LEVEL OF THE GROUND.  SECTION 17, T 42 N,
 RJ0384'R 6 W.
 RJ0384
 RJ0384                          STATION RECOVERY (1995)
 RJ0384
 RJ0384'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0384'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0385 ***********************************************************************
 RJ0385  DESIGNATION -  MANITOU PAYMENT RM 2
 RJ0385  PID         -  RJ0385
 RJ0385  STATE/COUNTY-  MI/MACKINAC
 RJ0385  USGS QUAD   -  BREVORT (1975)
 RJ0385
 RJ0385                         *CURRENT SURVEY CONTROL
 RJ0385  ___________________________________________________________________
 RJ0385* NAD 83(1986)-  46 01 48.     (N)    085 05 16.     (W)     SCALED    
 RJ0385* NAVD 88     -       240.970  (meters)     790.58   (feet)  ADJUSTED  
 RJ0385  ___________________________________________________________________
 RJ0385  GEOID HEIGHT-         -34.94  (meters)                     GEOID03
 RJ0385  DYNAMIC HT  -         240.987 (meters)     790.64  (feet)  COMP
 RJ0385  MODELED GRAV-     980,676.2   (mgal)                       NAVD 88
 RJ0385
 RJ0385  VERT ORDER  -  FIRST     CLASS 0
 RJ0385
 RJ0385.The horizontal coordinates were scaled from a topographic map and have
 RJ0385.an estimated accuracy of +/- 6 seconds.
 RJ0385
 RJ0385.The orthometric height was determined by differential leveling
 RJ0385.and adjusted by the National Geodetic Survey in June 1991..
 RJ0385
 RJ0385.The geoid height was determined by GEOID03.
 RJ0385
 RJ0385.The dynamic height is computed by dividing the NAVD 88
 RJ0385.geopotential number by the normal gravity value computed on the
 RJ0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0385.degrees latitude (g = 980.6199 gals.).
 RJ0385
 RJ0385.The modeled gravity was interpolated from observed gravity values.
 RJ0385
 RJ0385;                    North         East    Units  Estimated Accuracy
 RJ0385;SPC MI N     -   140,350.    8,148,020.      MT  (+/- 180 meters Scaled)
 RJ0385
 RJ0385                          SUPERSEDED SURVEY CONTROL
 RJ0385
 RJ0385  NGVD 29 (??/??/92)  241.012  (m)          790.72   (f) ADJ UNCH    1 0
 RJ0385
 RJ0385.Superseded values are not recommended for survey control.
 RJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0385.See file dsdata.txt to determine how the superseded data were derived.
 RJ0385
 RJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR479991(NAD 83)
 RJ0385_MARKER: DR = REFERENCE MARK DISK
 RJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 RJ0385_STAMPING: MANITOU PAYMENT NO 2 1854 28.64
 RJ0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0385+STABILITY: SURFACE MOTION
 RJ0385
 RJ0385  HISTORY     - Date     Condition        Report By
 RJ0385  HISTORY     - 1949     MONUMENTED       USLS
 RJ0385  HISTORY     - 1972     GOOD             NGS
 RJ0385  HISTORY     - 19950814 GOOD             USPSQD
 RJ0385
 RJ0385                          STATION DESCRIPTION
 RJ0385
 RJ0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 RJ0385'2.3 MI NW FROM BREVORT.
 RJ0385'ABOUT 2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 2 FROM THE TRINITY
 RJ0385'LUTHERAN CHURCH AT BREVORT, THENCE 0.1 MILE SOUTHWEST THRU WOODS
 RJ0385'TO TOP OF A KNOLL, NEAR THE HIGHEST POINT OF KNOLL, 29.2 FEET
 RJ0385'WEST OF THE STATION MARK DESCRIBED (SLOPE MEASUREMENT), ON THE
 RJ0385'WEST SLOPE OF THE KNOLL, 21 1/2 FEET NORTHWEST OF A 20 INCH
 RJ0385'OAK TREE WITH A FORKED TOP, ABOUT 2 FEET BELOW THE STATION MARK,
 RJ0385'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 RJ0385'LEVEL OF THE GROUND.  SECTION 17, T 42 N, R 6 W.
 RJ0385
 RJ0385                          STATION RECOVERY (1995)
 RJ0385
 RJ0385'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0580 ***********************************************************************
 QK0580  DESIGNATION -  MANN
 QK0580  PID         -  QK0580
 QK0580  STATE/COUNTY-  MI/CHEBOYGAN
 QK0580  USGS QUAD   -  AFTON (1986)
 QK0580
 QK0580                         *CURRENT SURVEY CONTROL
 QK0580  ___________________________________________________________________
 QK0580* NAD 83(1994)-  45 30 10.18363(N)    084 26 25.74783(W)     ADJUSTED  
 QK0580* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 QK0580  ___________________________________________________________________
 QK0580  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 QK0580  GEOID HEIGHT-         -35.86  (meters)                     GEOID03
 QK0580
 QK0580  HORZ ORDER  -  THIRD
 QK0580
 QK0580.The horizontal coordinates were established by classical geodetic methods
 QK0580.and adjusted by the National Geodetic Survey in February 1997..
 QK0580
 QK0580.The orthometric height was scaled from a topographic map.
 QK0580
 QK0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0580
 QK0580.The geoid height was determined by GEOID03.
 QK0580
 QK0580;                    North         East     Units Scale Factor Converg.
 QK0580;SPC MI C     -   242,933.315 5,994,230.981   MT  0.99996037   -0 03 07.7
 QK0580;SPC MI C     -   797,025.31 19,666,112.14   iFT  0.99996037   -0 03 07.7
 QK0580;UTM  16      - 5,041,997.507   699,955.585   MT  1.00009160   +1 49 34.6
 QK0580
 QK0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0580!SPC MI C     -   0.99997318  x   0.99996037  =   0.99993355
 QK0580!UTM  16      -   0.99997318  x   1.00009160  =   1.00006477
 QK0580
 QK0580|---------------------------------------------------------------------|
 QK0580| PID    Reference Object                     Distance      Geod. Az  |
 QK0580|                                                           dddmmss.s |
 QK0580| CH1375 MANN RM 1                            29.978 METERS 04959     |
 QK0580| CH1374 MANN AZ MK                                         0895340.5 |
 QK0580| QK0581 TT 79 S USGS 1956                    24.915 METERS 31639     |
 QK0580|---------------------------------------------------------------------|
 QK0580
 QK0580                          SUPERSEDED SURVEY CONTROL
 QK0580
 QK0580  NAD 83(1986)-  45 30 10.17555(N)    084 26 25.74902(W) AD(       ) 3
 QK0580  NAD 27      -  45 30 10.14000(N)    084 26 25.62900(W) AD(       ) 3
 QK0580
 QK0580.Superseded values are not recommended for survey control.
 QK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0580.See file dsdata.txt to determine how the superseded data were derived.
 QK0580
 QK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9995641998(NAD 83)
 QK0580_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0580
 QK0580  HISTORY     - Date     Condition        Report By
 QK0580  HISTORY     - 1956     MONUMENTED       CGS
 QK0580
 QK0580                          STATION DESCRIPTION
 QK0580
 QK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0580'THE STATION IS ABOUT 10-1/4 MILES NORTHEAST OF INDIAN RIVER, 9-3/4
 QK0580'MILES SOUTH OF CHEBOYGAN,
 QK0580'1-1/2 MILES EAST OF MULLETT LAKE AT THE INTERSECTION OF A GRAVEL
 QK0580'T-ROAD ON PROPERTY OWNED BY MR.
 QK0580'ANDREW ST. AMOUR.  IT IS 67 FEET SOUTHEAST OF THE INTERSECTION OF
 QK0580'THE GRAVEL T-ROAD, 59 FEET EAST OF THE
 QK0580'CENTERLINE OF THE GRAVEL ROAD, 32 FEET SOUTH OF
 QK0580'THE CENTERLINE OF THE GRAVEL ROAD, 124 FEET SOUTH OF THE
 QK0580'SOUTHWEST CORNER OF A FRAME HOUSE
 QK0580'AND 7 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 QK0580'INCHES AND THE DISK IS STAMPED
 QK0580'MANN 1956.
 QK0580'
 QK0580'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 33,
 QK0580'9.35 MILES EAST SOUTHEAST
 QK0580'OF INDIAN RIVER, GO NORTH ON HIGHWAY 33 FOR 2.1 MILES TO WHERE
 QK0580'HIGHWAY IS PAVED.  CONTINUE NORTH
 QK0580'ON HIGHWAY 33 FOR 6.7 MILES TO A GRAVEL CROSSROAD AND A
 QK0580'SMALL SCHOOL BUILDING IN THE NORTHWEST
 QK0580'CORNER OF INTERSECTION.  TURN RIGHT AND GO EAST
 QK0580'ON GRAVEL ROAD FOR 0.55 MILE TO A SIDE ROAD RIGHT AND THE
 QK0580'STATION SOUTHEAST OF THE
 QK0580'INTERSECTION.
 QK0580'
 QK0580'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON GRAVEL ROAD
 QK0580'FOR 0.35 MILE TO THE MARK ON
 QK0580'THE LEFT.
 QK0580'
 QK0580'REFERENCE MARK 1 IS 35 FEET NORTH OF THE CENTERLINE OF THE GRAVEL
 QK0580'ROAD, 7 FEET EAST OF THE
 QK0580'CENTERLINE OF A DRIVEWAY, 69 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 QK0580'OF THE FRAME HOUSE AND 7 FEET
 QK0580'SOUTH OF THE SOUTHWEST CORNER OF A SMALL FRAME BUILDING.
 QK0580'THE MARK IS FLUSH AND THE DISK IS STAMPED
 QK0580'MANN NO 1 1956.
 QK0580'
 QK0580'TT 79 S (USGS) WAS USED AS A REFERENCE MARK.  IT IS 26 FEET NORTH OF
 QK0580'THE GRAVEL T-ROAD, 96 FEET
 QK0580'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRAME HOUSE AND 7 FEET SOUTH
 QK0580'OF A FENCE CORNER.  THE MARK IS A
 QK0580'STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 QK0580'STAMPED TT 79 S 1932 SET IN THE TOP OF A 6 BY 6 INCH
 QK0580'CONCRETE POST THAT PROJECTS 6
 QK0580'INCHES.
 QK0580'
 QK0580'THE AZIMUTH MARK IS SET IN A FENCE LINE, 33 FEET NORTH OF THE
 QK0580'CENTERLINE OF THE GRAVEL
 QK0580'ROAD, 13 FEET EAST OF THE CENTERLINE OF A DRIVEWAY LEADING INTO A
 QK0580'PASTURE AND 2 FEET WEST OF A
 QK0580'WHITE WITNESS POST.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 QK0580'STAMPED MANN 1956.
 QK0580'
 QK0580'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0649 ***********************************************************************
 QL0649  DESIGNATION -  MANSPORT
 QL0649  PID         -  QL0649
 QL0649  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0649  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0649
 QL0649                         *CURRENT SURVEY CONTROL
 QL0649  ___________________________________________________________________
 QL0649* NAD 83(1994)-  45 58 28.63195(N)    086 10 16.55486(W)     ADJUSTED  
 QL0649* NAVD 88     -       206.5    (meters)     677.     (feet)  GPS OBS   
 QL0649  ___________________________________________________________________
 QL0649  X           -     296,509.089 (meters)                     COMP
 QL0649  Y           -  -4,430,556.168 (meters)                     COMP
 QL0649  Z           -   4,563,409.411 (meters)                     COMP
 QL0649  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 QL0649  ELLIP HEIGHT-         169.62  (meters)          (07/17/02) GPS OBS
 QL0649  GEOID HEIGHT-         -35.30  (meters)                     GEOID03
 QL0649
 QL0649  HORZ ORDER  -  FIRST
 QL0649  ELLP ORDER  -  FOURTH    CLASS I
 QL0649
 QL0649.This mark is at Schoolcraft County Airport (ISQ)
 QL0649
 QL0649.The horizontal coordinates were established by GPS observations
 QL0649.and adjusted by the National Geodetic Survey in February 1997..
 QL0649
 QL0649.The orthometric height was determined by GPS observations and a
 QL0649.high-resolution geoid model.
 QL0649
 QL0649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0649
 QL0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0649
 QL0649.The ellipsoidal height was determined by GPS observations
 QL0649.and is referenced to NAD 83.
 QL0649
 QL0649.The geoid height was determined by GEOID03.
 QL0649
 QL0649;                    North         East     Units Scale Factor Converg.
 QL0649;SPC MI N     -   132,740.216 8,064,219.403   MT  0.99991746   +0 35 56.4
 QL0649;SPC MI N     -   435,499.40 26,457,412.74   iFT  0.99991746   +0 35 56.4
 QL0649;UTM  16      - 5,091,561.463   564,200.111   MT  0.99965067   +0 35 45.3
 QL0649
 QL0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0649!SPC MI N     -   0.99997341  x   0.99991746  =   0.99989087
 QL0649!UTM  16      -   0.99997341  x   0.99965067  =   0.99962409
 QL0649
 QL0649:                Primary Azimuth Mark                     Grid Az
 QL0649:SPC MI N     -  MANSPORT AZ MK                           269 28 49.3
 QL0649:UTM  16      -  MANSPORT AZ MK                           269 29 00.4
 QL0649
 QL0649|---------------------------------------------------------------------|
 QL0649| PID    Reference Object                     Distance      Geod. Az  |
 QL0649|                                                           dddmmss.s |
 QL0649| QL0650 MANSPORT AZ MK                      APPROX. 0.8 KM 2700445.7 |
 QL0649|---------------------------------------------------------------------|
 QL0649
 QL0649                          SUPERSEDED SURVEY CONTROL
 QL0649
 QL0649  NAD 83(1986)-  45 58 28.62557(N)    086 10 16.54516(W) AD(       ) 1
 QL0649  NAD 83(1986)-  45 58 28.62629(N)    086 10 16.54523(W) AD(       ) 3
 QL0649  NGVD 29 (03/27/91)  206.5    (m)          677.     (f) GPS OBS        
 QL0649
 QL0649.Superseded values are not recommended for survey control.
 QL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0649.See file dsdata.txt to determine how the superseded data were derived.
 QL0649
 QL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6420091561(NAD 83)
 QL0649_MARKER: I = METAL ROD
 QL0649_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QL0649_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QL0649_STAMPING: MANSPORT 1989
 QL0649_MARK LOGO: NGS   
 QL0649_PROJECTION: FLUSH
 QL0649_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0649+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2002
 QL0649_ROD/PIPE-DEPTH: 14.2 meters
 QL0649_SLEEVE-DEPTH  : 1.0 meters
 QL0649
 QL0649  HISTORY     - Date     Condition        Report By
 QL0649  HISTORY     - 1989     MONUMENTED       NGS
 QL0649  HISTORY     - 19910715 GOOD             NGS
 QL0649  HISTORY     - 19960612 GOOD             LOCENG
 QL0649  HISTORY     - 19960612 GOOD             LOCSUR
 QL0649  HISTORY     - 20020723 GOOD             UPENGN
 QL0649
 QL0649                          STATION DESCRIPTION
 QL0649
 QL0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QL0649'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) EAST OF MANISTIQUE, AT
 QL0649'THE MANISTIQUE SCHOOLCRAFT COUNTY AIRPORT, IN THE SOUTHWEST ANGLE OF
 QL0649'THE JUNCTION OF RUNWAYS 01-19 AND 10-28.  OWNERSHIP---SCHOOLCRAFT
 QL0649'COUNTY, C/O AIRPORT MANAGER VERN BERNARD, 513 RANGE STREET, MANISTIQUE
 QL0649'MI 49845.  PHONE IS (906) 341-5522 OR HOME (906) 341-2729.
 QL0649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 QL0649'HIGHWAY 94 IN SOUTH MANISTIQUE, GO EASTERLY FOR 6.8 KM (4.25 MI) ON
 QL0649'HIGHWAY 2 TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 QL0649'(0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT
 QL0649'OFFICE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM
 QL0649'(0.05 MI), PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING
 QL0649'TAXIWAY.  CONTINUE NORTHEAST FOR 0.2 KM (0.10 MI) ON THE CONNECTING
 QL0649'TAXIWAY TO RUNWAY 01-19.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI)
 QL0649'ON THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING RUNWAY
 QL0649'10-28.
 QL0649'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QL0649'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 14.2 METERS IN A GREASE
 QL0649'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 QL0649'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 QL0649'40.4 M (132.5 FT) WEST FROM THE WEST EDGE OF RUNWAY 01-19, 22.7 M
 QL0649'(74.5 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 10-28 AND 0.9 M
 QL0649'(3.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 QL0649'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QL0649'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 QL0649
 QL0649                          STATION RECOVERY (1991)
 QL0649
 QL0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 QL0649'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) EAST OF MANISTIQUE, AT
 QL0649'THE MANISTIQUE/SCHOOLCRAFT COUNTY AIRPORT, IN THE SOUTHWEST ANGLE OF
 QL0649'THE JUNCTION OF RUNWAYS 01-19 AND 10-28.  OWNERSHIP---SCHOOLCRAFT
 QL0649'COUNTY, C/O AIRPORT MANAGER VERN BERNARD, 513 RANGE STREET,
 QL0649'MANISTIQUE, MI. 49845. PHONE (906) 341-5522 OR HOME 341-2729.
 QL0649'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 QL0649'HIGHWAY 94 IN SOUTH MANISTIQUE, GO EASTERLY FOR 6.8 KM (4.2 MI) ON
 QL0649'HIGHWAY 2 TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 QL0649'(0.1 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT
 QL0649'OFFICE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM
 QL0649'(0.1 MI) , PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING
 QL0649'TAXIWAY.  CONTINUE NORTHEAST FOR 0.2 KM (0.1 MI) ON THE CONNECTING
 QL0649'TAXIWAY TO RUNWAY 01-19.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.3 MI)
 QL0649'ON THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING RUNWAY
 QL0649'10-28.
 QL0649'LOCATED 40.4 M (132.5 FT) WEST FROM THE WEST EDGE OF RUNWAY 01-19,
 QL0649'22.7 M (74.5 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 10-28 AND 0.9 M
 QL0649'(3.0 FT) NORTH FROM A CARSONITE WITNESS POST.
 QL0649
 QL0649                          STATION RECOVERY (1996)
 QL0649
 QL0649'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0649'RECOVERED AS DESCRIBED.
 QL0649
 QL0649                          STATION RECOVERY (1996)
 QL0649
 QL0649'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1996 (SK)
 QL0649'RECOVERED AS DESCRIBED.
 QL0649
 QL0649                          STATION RECOVERY (2002)
 QL0649
 QL0649'RECOVERY NOTE BY UP ENGINEERS AND ARCHITECTS INC 2002
 QL0649'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0650 ***********************************************************************
 QL0650  DESIGNATION -  MANSPORT AZ MK
 QL0650  PID         -  QL0650
 QL0650  STATE/COUNTY-  MI/SCHOOLCRAFT
 QL0650  USGS QUAD   -  MANISTIQUE EAST (1972)
 QL0650
 QL0650                         *CURRENT SURVEY CONTROL
 QL0650  ___________________________________________________________________
 QL0650* NAD 83(1994)-  45 58 28.66720(N)    086 10 54.91115(W)     ADJUSTED  
 QL0650* NAVD 88     -       207.8    (meters)     682.     (feet)  GPS OBS   
 QL0650  ___________________________________________________________________
 QL0650  X           -     295,685.203 (meters)                     COMP
 QL0650  Y           -  -4,430,611.378 (meters)                     COMP
 QL0650  Z           -   4,563,411.131 (meters)                     COMP
 QL0650  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 QL0650  ELLIP HEIGHT-         170.96  (meters)          (07/17/02) GPS OBS
 QL0650  GEOID HEIGHT-         -35.31  (meters)                     GEOID03
 QL0650
 QL0650  HORZ ORDER  -  FIRST
 QL0650  ELLP ORDER  -  FOURTH    CLASS I
 QL0650
 QL0650.This mark is at Schoolcraft County Airport (ISQ)
 QL0650
 QL0650.The horizontal coordinates were established by GPS observations
 QL0650.and adjusted by the National Geodetic Survey in February 1997..
 QL0650
 QL0650.The orthometric height was determined by GPS observations and a
 QL0650.high-resolution geoid model.
 QL0650
 QL0650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 QL0650
 QL0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0650
 QL0650.The ellipsoidal height was determined by GPS observations
 QL0650.and is referenced to NAD 83.
 QL0650
 QL0650.The geoid height was determined by GEOID03.
 QL0650
 QL0650;                    North         East     Units Scale Factor Converg.
 QL0650;SPC MI N     -   132,732.728 8,063,393.793   MT  0.99991746   +0 35 28.7
 QL0650;SPC MI N     -   435,474.83 26,454,704.05   iFT  0.99991746   +0 35 28.7
 QL0650;UTM  16      - 5,091,554.021   563,374.721   MT  0.99964937   +0 35 17.7
 QL0650
 QL0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QL0650!SPC MI N     -   0.99997320  x   0.99991746  =   0.99989066
 QL0650!UTM  16      -   0.99997320  x   0.99964937  =   0.99962258
 QL0650
 QL0650:                Primary Azimuth Mark                     Grid Az
 QL0650:SPC MI N     -  MANSPORT                                 089 28 49.4
 QL0650:UTM  16      -  MANSPORT                                 089 29 00.4
 QL0650
 QL0650|---------------------------------------------------------------------|
 QL0650| PID    Reference Object                     Distance      Geod. Az  |
 QL0650|                                                           dddmmss.s |
 QL0650| QL0649 MANSPORT                            APPROX. 0.8 KM 0900418.1 |
 QL0650|---------------------------------------------------------------------|
 QL0650
 QL0650                          SUPERSEDED SURVEY CONTROL
 QL0650
 QL0650  NAD 83(1986)-  45 58 28.66104(N)    086 10 54.90163(W) AD(       ) 1
 QL0650  NAD 83(1986)-  45 58 28.66174(N)    086 10 54.90112(W) AD(       ) 3
 QL0650  NGVD 29 (03/27/91)  207.7    (m)          681.     (f) GPS OBS        
 QL0650
 QL0650.Superseded values are not recommended for survey control.
 QL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0650.See file dsdata.txt to determine how the superseded data were derived.
 QL0650
 QL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TER6337591554(NAD 83)
 QL0650_MARKER: I = METAL ROD
 QL0650_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 QL0650_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 QL0650_STAMPING: MANSPORT AZ MK 1989
 QL0650_MARK LOGO: NGS   
 QL0650_PROJECTION: FLUSH
 QL0650_MAGNETIC: I = MARKER IS A STEEL ROD
 QL0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 QL0650+SATELLITE: SATELLITE OBSERVATIONS - 1989
 QL0650_ROD/PIPE-DEPTH: 13.7 meters
 QL0650_SLEEVE-DEPTH  : 1.0 meters
 QL0650
 QL0650  HISTORY     - Date     Condition        Report By
 QL0650  HISTORY     - 1989     MONUMENTED       NGS
 QL0650
 QL0650                          STATION DESCRIPTION
 QL0650
 QL0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 QL0650'THE STATION IS LOCATED ABOUT 6.8 KM (4.25 MI) EAST OF MANISTIQUE, AT
 QL0650'THE MANISTIQUE SCHOOLCRAFT COUNTY AIRPORT, ALONG THE SOUTH EDGE, NEAR
 QL0650'THE WEST END OF RUNWAY 10-28.  OWNERSHIP---SCHOOLCRAFT COUNTY, C/O
 QL0650'AIRPORT MANAGER VERN BERNARD, 513 RANGE STREET, MANISTIQUE MI 49845.
 QL0650'PHONE IS (906) 341-5522 OR HOME (906) 341-2729.
 QL0650'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND STATE
 QL0650'HIGHWAY 94 IN SOUTH MANISTIQUE, GO EASTERLY FOR 6.8 KM (4.25 MI) ON
 QL0650'HIGHWAY 2 TO A PAVED ROAD LEFT.  TURN LEFT AND GO NORTH FOR 0.1 KM
 QL0650'(0.05 MI) ON THE AIRPORT ENTRANCE ROAD TO A GATE AND THE AIRPORT
 QL0650'OFFICE ON THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.1 KM
 QL0650'(0.05 MI), PASSING THROUGH THE GATE, ACROSS THE APRON TO A CONNECTING
 QL0650'TAXIWAY.  CONTINUE NORTHEAST FOR 0.2 KM (0.10 MI) ON THE CONNECTING
 QL0650'TAXIWAY TO RUNWAY 01-19.  TURN LEFT AND GO NORTH FOR 0.5 KM (0.30 MI)
 QL0650'ON THE RUNWAY TO RUNWAY 10-28.  TURN LEFT AND GO WEST FOR 0.8 KM
 QL0650'(0.50 MI) ON THE RUNWAY TO THE STATION ON THE LEFT JUST BEFORE THE END
 QL0650'OF THE RUNWAY.
 QL0650'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 QL0650'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 13.7 METERS IN A GREASE
 QL0650'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 QL0650'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 QL0650'34.7 M (113.8 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF RUNWAY 10-28,
 QL0650'23.1 M (75.8 FT) SOUTH FROM THE SOUTH EDGE OF RUNWAY 10-28 AND 0.8 M
 QL0650'(2.6 FT) NORTH FROM A CARSONITE WITNESS POST.
 QL0650'DESCRIBED BY K.L. FANCHER  (TYPED BY KLF).
 QL0650'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0515 ***********************************************************************
 PL0515  DESIGNATION -  MANTON
 PL0515  PID         -  PL0515
 PL0515  STATE/COUNTY-  MI/WEXFORD
 PL0515  USGS QUAD   -  
 PL0515
 PL0515                         *CURRENT SURVEY CONTROL
 PL0515  ___________________________________________________________________
 PL0515* NAD 83(1994)-  44 21 06.83998(N)    085 25 22.39467(W)     ADJUSTED  
 PL0515* NAVD 88     -       468.2    (meters)    1536.     (feet)  GPS OBS   
 PL0515  ___________________________________________________________________
 PL0515  X           -     364,572.794 (meters)                     COMP
 PL0515  Y           -  -4,553,968.955 (meters)                     COMP
 PL0515  Z           -   4,436,439.296 (meters)                     COMP
 PL0515  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 PL0515  ELLIP HEIGHT-         434.77  (meters)          (07/17/02) GPS OBS
 PL0515  GEOID HEIGHT-         -33.44  (meters)                     GEOID03
 PL0515
 PL0515  HORZ ORDER  -  FIRST
 PL0515  ELLP ORDER  -  FOURTH    CLASS I
 PL0515
 PL0515.The horizontal coordinates were established by classical geodetic methods
 PL0515.and adjusted by the National Geodetic Survey in February 1997..
 PL0515
 PL0515.The orthometric height was determined by GPS observations and a
 PL0515.high-resolution geoid model.
 PL0515
 PL0515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PL0515
 PL0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0515
 PL0515.The ellipsoidal height was determined by GPS observations
 PL0515.and is referenced to NAD 83.
 PL0515
 PL0515.The geoid height was determined by GEOID03.
 PL0515
 PL0515;                    North         East     Units Scale Factor Converg.
 PL0515;SPC MI C     -   115,584.875 5,915,792.143   MT  0.99996562   -0 44 46.0
 PL0515;SPC MI C     -   379,215.47 19,408,766.87   iFT  0.99996562   -0 44 46.0
 PL0515;UTM  16      - 4,912,168.284   625,694.249   MT  0.99979430   +1 06 09.5
 PL0515
 PL0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0515!SPC MI C     -   0.99993183  x   0.99996562  =   0.99989746
 PL0515!UTM  16      -   0.99993183  x   0.99979430  =   0.99972615
 PL0515
 PL0515:                Primary Azimuth Mark                     Grid Az
 PL0515:SPC MI C     -  GARFIELD                                 034 10 18.9
 PL0515:UTM  16      -  GARFIELD                                 032 19 23.4
 PL0515
 PL0515|---------------------------------------------------------------------|
 PL0515| PID    Reference Object                     Distance      Geod. Az  |
 PL0515|                                                           dddmmss.s |
 PL0515| PL0500 GARFIELD                            APPROX.32.4 KM 0332532.9 |
 PL0515| PL0510 CADILLAC WWTV TV MAST               APPROX.24.8 KM 1645932.6 |
 PL0515| PL0516 CADILLAC MUNICIPAL TANK             APPROX.10.8 KM 1681751.6 |
 PL0515| PL0514 CADILLAC WHITE STACK                APPROX. 9.7 KM 1725923.6 |
 PL0515| PL0513 CADILLAC CABLE TV MAST              APPROX.14.6 KM 1732016.2 |
 PL0515| PL0577 MANTON RM 1                          29.611 METERS 18654     |
 PL0515| PL0579 MANTON RM 3                          17.282 METERS 26823     |
 PL0515| PL0578 MANTON RM 2                         244.408 METERS 29127     |
 PL0515| PL0575 MANTON AZ MK 2                      APPROX. 2.1 KM 3260446.1 |
 PL0515|---------------------------------------------------------------------|
 PL0515
 PL0515                          SUPERSEDED SURVEY CONTROL
 PL0515
 PL0515  ELLIP H (02/03/97)  434.80   (m)                       GP(       ) 4 1
 PL0515  NAD 83(1986)-  44 21 06.83856(N)    085 25 22.39502(W) AD(       ) 1
 PL0515  NAD 27      -  44 21 06.81282(N)    085 25 22.19664(W) AD(       ) 1
 PL0515  NGVD 29 (07/19/86)  467.3    (m)         1533.     (f) VERT ANG       
 PL0515
 PL0515.Superseded values are not recommended for survey control.
 PL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0515.See file dsdata.txt to determine how the superseded data were derived.
 PL0515
 PL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2569412168(NAD 83)
 PL0515_MARKER: DS = TRIANGULATION STATION DISK
 PL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0515_SP_SET: SQUARE CONCRETE MONUMENT
 PL0515_STAMPING: MANTON 1931
 PL0515_MARK LOGO: CGS   
 PL0515_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 PL0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PL0515+SATELLITE: SATELLITE OBSERVATIONS - September 10, 1992
 PL0515
 PL0515  HISTORY     - Date     Condition        Report By
 PL0515  HISTORY     - 1931     MONUMENTED       CGS
 PL0515  HISTORY     - 1931     GOOD             CGS
 PL0515  HISTORY     - 1980     GOOD             NGS
 PL0515  HISTORY     - 1980     GOOD             MIDH
 PL0515  HISTORY     - 19850429 GOOD             NGS
 PL0515  HISTORY     - 19850430 GOOD             NGS
 PL0515  HISTORY     - 19890812 GOOD             NGS
 PL0515  HISTORY     - 19910612 GOOD             USFS
 PL0515  HISTORY     - 19910626 GOOD             NGS
 PL0515  HISTORY     - 19920910 GOOD             MIDT
 PL0515  HISTORY     - 19960706 GOOD             USPSQD
 PL0515
 PL0515                          STATION DESCRIPTION
 PL0515
 PL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (HWH)
 PL0515'ABOUT 7 MILES NORTH-NORTHWEST
 PL0515'OF CADILLAC, 4.5
 PL0515'MILES SOUTH-SOUTHWEST OF MANTON, NEAR CENTER SEC. 32, T.
 PL0515'23 N., R. 9 W.  TO REACH FROM
 PL0515'CADILLAC BY ROUTE 131, GO NORTH FROM LAST SIGNAL
 PL0515'LIGHT 4 MILES TO GRAVEL ROAD (OLD ROUTE 131)
 PL0515'LEADING TO LEFT ABOUT 20 YARDS NORTH
 PL0515'OF RAILROAD CROSSING.  FOLLOW GRAVEL ROAD FOR 2.3 MILES TO SAND
 PL0515'ROAD LEADING WEST ABOUT 80
 PL0515'YARDS SOUTH OF DRINK WATER APPROVED SIGN, AND FOLLOW SAND ROAD IN
 PL0515'NORTHWESTERLY DIRECTION 0.9
 PL0515'MILE TO SADDLE BETWEEN TWO LOW HILLS AT FORK IN ROAD
 PL0515'(DO NOT TAKE ANY DIM ROADS TO RIGHT OR LEFT).
 PL0515'STATION IS ON TOP OF EASTERLY OF THESE
 PL0515'TWO HILLS, ABOUT 80 YARDS DISTANT FROM AND 30 AND 40 FEET HIGHER
 PL0515'THAN ROAD, IN CENTER OF
 PL0515'CUT-OVER TIMBER AND HEDGY GROWTHS, APPROXIMATELY 1 MILE EAST OF WHITE
 PL0515'HOUSE IN VALLEY WHICH IS A
 PL0515'FEW DEGREES OFF LINE TO WEST FROM STATION TO LOOK-OUT
 PL0515'TOWER AT SELMA.  SURFACE AND UNDERGROUND
 PL0515'MARKS ARE STANDARD DISK STATION MARKS
 PL0515'IN CONCRETE, NOTES 1A AND 7A.  UPPER MARK PROJECTS 8 INCHES
 PL0515'ABOVE GROUND.
 PL0515'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A.
 PL0515'NO. 1 IS CLOSE TO POINT
 PL0515'WHERE HILL SLOPES TO SOUTH, AND 29.608 METERS (97.14 FEET) (SLOPE
 PL0515'DISTANCE) FROM STATION IN AZIMUTH
 PL0515'6 DEG. 53 MIN.  NO. 2 IS ON HILL NORTHWEST OF STATION,
 PL0515'30 METERS (98 FEET) SOUTH OF OLD GRAVEL PIT, AND
 PL0515'APPROXIMATELY 1/4 MILE FROM STATION
 PL0515'IN AZIMUTH 111 DEG. 26 MIN. 57 SEC.
 PL0515
 PL0515                          STATION RECOVERY (1931)
 PL0515
 PL0515'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931
 PL0515'RECOVERED IN GOOD CONDITION.
 PL0515
 PL0515                          STATION RECOVERY (1980)
 PL0515
 PL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DCF)
 PL0515'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 PL0515'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1
 PL0515'CHECKED.  A REFERENCE MARK 3 WAS ESTABLISHED NEAR THE STATION.
 PL0515'A COMPLETE DESCRIPTION FOLLOWS.
 PL0515'
 PL0515'THE STATION IS LOCATED ABOUT 12 KM (7-1/2 MI) NORTH OF CADILLAC,
 PL0515'6.4 KM (4 MI) SOUTH OF MANTON, IN SW1/4,S32,T23N,R9W, AND ON
 PL0515'PROPERTY OF MS. LOUISE FLETEMEYER, P.O. BOX 20135, CINCINNATI,
 PL0515'OHIO. 45220.
 PL0515'
 PL0515'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131
 PL0515'AND STATE HIGHWAY 55 IN CADILLAC, GO NORTH ON U.S. HIGHWAY 131
 PL0515'FOR 10.8 KM (6.7 MI) TO A DIRT ROAD LEFT.  TURN LEFT AND GO WEST
 PL0515'FOR 0.5 KM (0.3 MI) TO A T-ROAD.  TURN RIGHT AND GO NORTH
 PL0515'ON A GRAVEL ROAD FOR 0.3 KM (0.2 MI) TO A WOODS ROAD LEFT.  TURN
 PL0515'LEFT AND GO NORTHWESTERLY FOR 0.8 KM (0.5 MI) TO A FORK.  TAKE
 PL0515'THE RIGHT FORK AND FOLLOW THE MAIN ROAD FOR 0.7 KM (0.45 MI) TO A
 PL0515'TRACK ROAD RIGHT.  TURN RIGHT AND GO UPHILL FOR 0.2 KM (0.1 MI)
 PL0515'TO THE HIGHEST POINT OF A HILL AND THE STATION.
 PL0515'
 PL0515'THE STATION IS A STANDARD CGS DISK
 PL0515'STAMPED---MANTON 1931---,
 PL0515'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 34 CM ON A SIDE
 PL0515'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0515'1.2 METERS (4.0 FT) SOUTHEAST FROM A METAL WITNESS POST AND ON
 PL0515'THE HIGHEST POINT OF A HILL.
 PL0515'
 PL0515'REFERENCE MARK NUMBER 01 IS A STANDARD CGS DISK
 PL0515'STAMPED---MANTON 1931 NO 1---,
 PL0515'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0515'PROJECTING 0.8 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0515'0.45 METER (1.5 FT) NORTHEAST FROM A METAL WITNESS POST.
 PL0515'MARK IS BELOW STATION 0.4 METER.
 PL0515'
 PL0515'REFERENCE MARK NUMBER 02 IS A STANDARD CGS DISK
 PL0515'STAMPED---MANTON 1931 NO 2---,
 PL0515'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM ON A SIDE
 PL0515'PROJECTING 10 CM ABOVE THE GROUND.  IT IS LOCATED
 PL0515'13.5 METERS (44.3 FT) NORTH-NORTHEAST FROM A TRACK ROAD AND
 PL0515'10.4 METERS (34.0 FT) EAST FROM THE EAST EDGE OF AN OLD GRAVEL
 PL0515'PIT.
 PL0515'
 PL0515'REFERENCE MARK NUMBER 03 IS A STANDARD NGS DISK
 PL0515'STAMPED---MANTON 1931 NO 3 1980---,
 PL0515'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PL0515'FLUSH WITH GROUND.  IT IS LOCATED
 PL0515'0.75 METER (2.4 FT) WEST FROM A METAL WITNESS POST.
 PL0515'MARK IS BELOW STATION 0.6 METER.
 PL0515'
 PL0515'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 22.1 METERS.
 PL0515
 PL0515                          STATION RECOVERY (1980)
 PL0515
 PL0515'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (LTS)
 PL0515'THE STATION MARK, REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD
 PL0515'CONDITION.  DISTANCE AND DIRECTION TO RM 1 AND 3 COMPARE FAVORABLY
 PL0515'WITH 1980 DATA.  RM 2 WAS NOT FOUND BUT PROBABLY IS STILL THERE.
 PL0515'
 PL0515'TO REACH DESCRIPTIONS OF 1931 AND 1980 ARE GOOD.
 PL0515'
 PL0515'PROPERTY OWNED BY LOUISE FLETEMEYER, PO BOX 20135, CINCINNATI,
 PL0515'OHIO 45220.
 PL0515
 PL0515                          STATION RECOVERY (1985)
 PL0515
 PL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 PL0515'STATION IS LOCATED IN QUAD. 440852, IN THE NORTHEAST 1/4 OF SEC. 32,
 PL0515'T-23-N, R-9-W, CEDAR CREED TOWNSHIP.  IT IS BELIEVED TO BE ON STATE
 PL0515'PROPERTY.
 PL0515'THE STATION MARK, REFERENCE MARKS 1, 2 AND 3 WERE RECOVERED IN GOOD
 PL0515'CONDITION.  THE DISTANCE AND DIRECTION BETWEEN THE REFERENCE MARKS
 PL0515'CHECKED THE 1931 DATA.  AT THE REQUEST OF THE MICHIGAN DEPARTMENT OF
 PL0515'TRANSPORTATION A AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 PL0515'TO REACH FROM THE INTERSECTION OF EXISTING U.S. HIGHWAY 131 AND STATE
 PL0515'HIGHWAY M-42 (EAST) IN MANTON, GO SOUTH ON HIGHWAY 131 FOR 1.6 KM
 PL0515'(0.99 MI) TO COUNTY NO. 18-1/2 ROAD.  TURN RIGHT AND GO WEST ON NO.
 PL0515'18-1/2 ROAD FOR 1.6 KM (0.99 MI) TO COUNTY NO. 41 ROAD.  TURN LEFT
 PL0515'AND GO SOUTH ON NO. 41 ROAD FOR 0.8 KM (0.50 MI) TO COUNTY NO. 20
 PL0515'ROAD.  TURN RIGHT AND GO WEST ON NO. 20 ROAD FOR 1.6 KM (0.99 MI) TO
 PL0515'THE INTERSECTION OF COUNTY NO. 39 ROAD.  TURN LEFT AND GO SOUTH ON NO
 PL0515'. 39 ROAD FOR 1.6 KM (0.99 MI) TO THE INTERSECTION OF COUNTY NO. 22
 PL0515'ROAD AND THE AZIMUTH MARK SET IN THE SOUTHEAST QUADRANT OF THIS
 PL0515'INTERSECTION.  CONTINUE SOUTH ON NO. 39 ROAD FOR 1.85 KM (1.15 MI) TO
 PL0515'A T-ROAD LEFT.  TURN LEFT ON TRACK ROAD AND GO EAST FOR 0.16 KM
 PL0515'(0.10 MI) TO A SET OF RAILROAD TRACKS.  CONTINUE EASTERLY ACROSS
 PL0515'TRACKS ON THE MAIN 2 TRACK TRAIL FOR 0.97 KM (0.60 MI) TO A TRACK
 PL0515'ROAD LEFT LEADING TO TOP OF BARE RIDGE, ABOUT 0.16 KM (0.10 MI) AND
 PL0515'THE STATION ATOP THIS RIDGE.
 PL0515'THIS STATION IS SET PROJECTING ABOUT 6 INCHES.  IT IS NEAR WHERE THE
 PL0515'HILL SLOPES OFF TO THE NORTH, 29.611 M (97.149 FT) NORTH OF REFERENCE
 PL0515'MARK 1, 17.292 M (56.732 FT) EAST-NORTHEAST OF REFERENCE MARK 3 AND
 PL0515'0.610 M (2.001 FT) SOUTH FROM A WITNESS POST.
 PL0515'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK 2, (WHICH IS
 PL0515'CONSIDERED AZIMUTH MARK 1) AND TO THE AZIMUTH MARK 2 USING ELECTRONIC
 PL0515'DISTANCE MEASURING EQUIPMENT.
 PL0515'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 PL0515'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PL0515
 PL0515                          STATION RECOVERY (1985)
 PL0515
 PL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 PL0515'THE STATION MARK REFERENCE MARKS 1 2 AND 3 WERE RECOVERED IN GOOD
 PL0515'CONDITION.  THE DISTANCE AND DIRECTION BETWEEN THE REFERENCE MARKS
 PL0515'CHECKED TO OLD DATA.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME
 PL0515'AT THE MIDOTS REQUEST.  A NEW DESCRIPTION FOLLOWS.
 PL0515' 
 PL0515'THE STATION IS LOCATED IN THE NORTHEAST 1/4 SECTION 32 T 23 N R 9 W
 PL0515'CEDAR CREEK TOWNSHIP.  OWNERSHIP  IT IS BELIEVED TO BE STATE PROPERTY.
 PL0515'TO REACH THE STATION FROM THE INTERSECTION OF EXISTING U.S HIGHWAY 131
 PL0515'AND STATE HIGHWAY M 42 (EAST) IN MANTON GO SOUTH ON HIGHWAY 131 FOR
 PL0515'1.0 MILES (1.6 KM) TO NO 18 1/2 ROAD.  TURN RIGHT AND GO WEST ON NO 18
 PL0515'1/2 ROAD FOR 1.0 MILES (1.6 KM) TO NO 41 ROAD.  TURN LEFT AND GO SOUTH
 PL0515'ON NO 41 ROAD FOR 0.5 MILES (0.8 KM) TO NO 20 ROAD.  TURN RIGHT AND GO
 PL0515'WEST ON NO 20 ROAD FOR 1.0 MILE (1.6 KM) TO NO 39 ROAD. TURN LEFT AND
 PL0515'GO SOUTH ON NO 39 ROAD FOR 1.0 MILES (1.6 KM) TO THE INTERSECTION OF
 PL0515'NO 22 ROAD AND THE AZIMUTH MARK 2 SET IN THE SOUTHEAST QUADRANT OF
 PL0515'THIS INTERSECTION.  CONTINUE SOUTH ON NO 39 ROAD FOR 1.15 MILES (1.85
 PL0515'KM) 1.85 KM (1.15 MI) TO A T ROAD LEFT.  TURN LEFT ON TRACK ROAD AND
 PL0515'MGO EAST FOR 0.1 MILE (0.2 KM) TO A SET OF RAILROAD TRACKS.  CONTINUE
 PL0515'EASTERLY ACROSS TRACKS ON THE MAIN 2 TRACK TRAIL FOR 0.6 MILE (1.0 KM)
 PL0515'TO A TRACK ROAD LEFT LEADING TO TOP OF BARE RIDGE ABOUT 0.1 MILE (0.2
 PL0515'KM) AND THE STATION ATOP THIS RIDGE.
 PL0515' 
 PL0515'THE STATION IS A STANDARD CGS DISK STAMPED--MANTON 1931--,  SET INTO
 PL0515'THE TOP OF A SQUARE CONCRETE MONUMENT, 35 CM (12 INCHES) IN DIAMETER,
 PL0515'PROJECTING 18 CM (6 INCHES) ABOVE THE GROUND. NOTE--NEAR WHERE HILL
 PL0515'SLOPES OFF TO THE NORTH.  THE STATION IS LOCATED 0.610 METERS (2.001
 PL0515'FT) SOUTH FROM A WITNESS POST.
 PL0515' 
 PL0515'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--MANTON NO 1
 PL0515'1931--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 36 CM
 PL0515'(12 INCHES) IN DIAMETER, PROJECTING 6 CM (2 INCHES) ABOVE THE GROUND.
 PL0515'NOTE CLOSE TO WHERE HILL SLOPES TO THE START.  THE STATION IS LOCATED
 PL0515'0.610 METERS (2.001 FT) EAST FROM A WITNESS POST AND LEVEL WITH THE
 PL0515'STATION.
 PL0515' 
 PL0515'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--MANTON 1931 NO 3
 PL0515'1980--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 35 CM
 PL0515'(12 INCHES) IN DIAMETER, PROJECTING 6 CM (2 INCHES) ABOVE THE GROUND.
 PL0515'NOTE--CLOSE TO WHERE HILL SLOPES TO SOUTHWEST.  THE STATION IS
 PL0515'LOCATED 0.610 METERS (2.001 FT) SOUTH FROM A WITNESS POST AND LEVEL
 PL0515'WITH THE STATION.
 PL0515' 
 PL0515'AZIMUTH MARK NO 2 IS A STANDARD NGS AZIMUTH MARK DISK STAMPED--MANTON
 PL0515'1931 NO 2 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM
 PL0515'(10 INCHES), FLUSH WITH GROUND.  LOCATED 8.230 METERS (27.001 FT)
 PL0515'SOUTH
 PL0515'FROM THE CENTER OF COUNTY ROAD NO 22, 7.010 METERS (22.999 FT) EAST
 PL0515'FROM THE CENTER OF COUNTY ROAD NO 39 AND 0.762 METERS (2.500 FT) NORTH
 PL0515'FROM A WITNESS POST.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION
 PL0515'STATION MANTON 1931 USING ELECTRONIC DISTANCE EQUIPMENT. LOCATED IN
 PL0515'CEDAR CREEK TOWNSHIP ON HIGHWAY RIGHT OF WAY.  TO REACH THE STATION
 PL0515'FROM THE INTERSECTION OF EXISTING U.S HIGHWAY 131 AND STATE HIGHWAY M
 PL0515'42 EAST IN MANTON GO SOUTH ON HIGHWAY 131 FOR 1.0 MILES (1.6 KM) 1.61
 PL0515'KM (1.00 MI) TO NO 18 1/2 ROAD.  TURN RIGHT AND GO WEST ON NO 18 1/2
 PL0515'ROAD FOR 1.0 MILES (1.6 KM) TO NO 41 ROAD.  TURN LEFT AND GO SOUTH ON
 PL0515'NO 41 ROAD FOR 0.5 MILES (0.8 KM) TO NO 20 ROAD. TURN RIGHT AND GO
 PL0515'WEST
 PL0515'ON NO 20 ROAD FOR 1.0 MILES (1.6 KM) 1.61 KM TO NO 39 ROAD.  TURN LEFT
 PL0515'AND GO SOUTH ON NO 39 ROAD FOR 1.0 MILES (1.6 KM) TO THE INTERSECTION
 PL0515'OF NO 22 ROAD AND THE STATION IN THE SOUTHEAST QUADRANT OF THIS
 PL0515'INTERSECTION.
 PL0515' 
 PL0515'REFERENCE MARK NO 2 IS A STANDARD CGS REFERENCE MARK DISK
 PL0515'STAMPED-- MANTON NO 2 1931--, SET INTO THE TOP OF A SQUARE CONCRETE
 PL0515'MONUMENT, 35 CM (12 INCHES) IN DIAMETER, PROJECTING 15 CM (5 INCHES)
 PL0515'ABOVE THE GROUND.  LOCATED 18.288 METERS (60.000 FT) SOUTHWEST FROM A
 PL0515'10 INCH WHITE PINE TREE 13.106 METERS (42.999 FT) NORTH FROM THE
 PL0515'CENTERLINE OF A TRACK ROAD 10.668 METERS (35.000 FT) EAST FROM A 16
 PL0515'INCH OAK TREE AND 0.610 METERS (2.001 FT) FROM A WITNESS POST.  A
 PL0515'TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MANTON 1931
 PL0515'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PL0515
 PL0515                          STATION RECOVERY (1989)
 PL0515
 PL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 PL0515'THE STATION IS LOCATED ABOUT 16.7 KM (10.40 MI) WEST-NORTHWEST OF LAKE
 PL0515'CITY, 11.2 KM (6.95 MI) NORTH OF CADILLAC AND 6.1 KM (3.80 MI)
 PL0515'SOUTH-SOUTHWEST OF MANTON.  OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL
 PL0515'RESOURCES.  WILL HAVE TO CROSS PROPERTY OWNED BY LOUISE FLETEMEYER,
 PL0515'P.O.BOX 20135, CINCINNATI, OH 45220.
 PL0515'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0515'HIGHWAY 42 EAST IN MANTON, GO SOUTH ON HIGHWAY 131 FOR 1.56 KM
 PL0515'(0.95 MI)  TO A CROSSROAD.  TURN RIGHT AND GO WEST ON EAST 18 1/2 ROAD
 PL0515'FOR 1.60 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON NORTH
 PL0515'41 ROAD FOR 0.81 KM (0.50 MI) TO A CROSSROAD.  TURN RIGHT AND GO WEST
 PL0515'ON EAST 20 ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD.  TURN LEFT AND
 PL0515'GO SOUTH ON A PAVED AND GRAVELED ROAD FOR 3.36 KM (2.10 MI) TO A TRACK
 PL0515'ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON THE TRACK ROAD FOR 0.21 KM
 PL0515'(0.15 MI) TO A RAILROAD CROSSING.  CONTINUE EASTERLY ON THE TRACK ROAD
 PL0515'FOR 0.97 KM (0.60 MI) TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO
 PL0515'NORTH ON THE TRACK ROAD FOR 0.16 KM (0.10 MI) TO THE TOP OF A HILL AND
 PL0515'THE STATION ON THE RIGHT.  NOTE--4/W DRIVE TO GET TO THE TOP OF HILL.
 PL0515'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 PL0515'CONCRETE MONUMENT PROJECTING 13 CM ABOVE THE GROUND.  LOCATED 29.6 M
 PL0515'(97.1 FT) NORTH OF RM 1, 17.3 M (56.8 FT) EAST-NORTHEAST OF RM 3 AND A
 PL0515'METAL WITNESS POST AND 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS POST.
 PL0515'DESCRIBED BY E.J. HANSMANN.
 PL0515
 PL0515                          STATION RECOVERY (1991)
 PL0515
 PL0515'RECOVERY NOTE BY US FOREST SERVICE 1991
 PL0515'FROM THE ILNTERSECTION OF BUSINESS US-131 AND M-55 IN DOWNTOWN
 PL0515'CADILLAC PROCEED NORTH ALONG US-131, 4.4 MI (7.1 KM) TO 41 1/2 ROAD,
 PL0515'TURN NORTHWESTERLY ONTO 41 1/2 ROAD (RUNNING ROUGHLY PARALLEL AND WEST
 PL0515'OF US-131) AND GO 2.35 MI (3.78 KM) TO A TRAIL ROAD, TURN ONTO TRAIL
 PL0515'ROAD BEARING S80W, AT 0.10 MI (0.16 KM) YOU WILL CROSS A BURIED GAS
 PL0515'PIPE LINE, AT 0.55 MI (0.89 KM) YOU WILL COME TO A Y IN THE ROAD,
 PL0515'STAY RIGHT AND TRAVEL 200 FT (61.0 M) TO THE NEXT Y, STAY LEFT AND
 PL0515'TRAVEL 0.3 MI (0.5 KM) TO THE NEXT Y, STAY RIGHT AND TRAVEL 850 FT
 PL0515'(259.1 M) TO A 2-TRACK, TURN RIGHT ONTO 2-TRACK BEARING N30E  AND GO
 PL0515'350 FT (106.7 M) TO TOP OF HILL AND STATION, METAL SURVEY MARKER POST
 PL0515'AT STATION, MAP POSITION IS NEAR THE NORTH 1/4 CORNER OF SECTION 32
 PL0515'T23N R9W.  REFERENCE MARK 1 WAS FOUND IN GOOD CONDITION.  NO 2 WAS NOT
 PL0515'SEARCHED FOR.  THE SURFACE MARK IS A 12 INCH SQUARE CONCRETE MONUMENT
 PL0515'PROTRUDING 6 INCHES ABOVE GROUND WITH A 3 1/2 INCH BRASS DISK.
 PL0515
 PL0515                          STATION RECOVERY (1991)
 PL0515
 PL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 PL0515'THE STATION IS LOCATED ABOUT 16.7 KM (10.4 MI) WEST-NORTHWEST OF LAKE
 PL0515'CITY, 11.2 KM (7.0 MI) NORTH OF CADILLAC AND 6.1 KM (3.8 MI)
 PL0515'SOUTH-SOUTHWEST OF MANTON.  OWNERSHIP--MICHIGAN DEPARTMENT OF NATURAL
 PL0515'RESOURCES.  WILL HAVE TO CROSS PROPERTY OWNED BY LOUISE FLETEMEYER,
 PL0515'P.O. BOX 20135, CINCINNATI, OH 45220.
 PL0515'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 131 AND STATE
 PL0515'HIGHWAY 42 EAST IN MANTON, GO SOUTH ON HIGHWAY 131 FOR 1.56 KM
 PL0515'(0.97 MI)  TO A CROSSROAD.  TURN RIGHT AND GO WEST ON EAST 18 1/2
 PL0515'ROAD FOR 1.60 KM (0.99 MI) TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON
 PL0515'NORTH 41 ROAD FOR 0.81 KM (0.50 MI) TO A CROSSROAD.  TURN RIGHT AND
 PL0515'GO WEST ON EAST 20 ROAD FOR 1.61 KM (1.00 MI) TO A CROSSROAD.  TURN
 PL0515'LEFT AND GO SOUTH ON A PAVED AND GRAVELED ROAD FOR 3.36 KM (2.09 MI)
 PL0515'TO A TRACK ROAD ON THE LEFT.  TURN LEFT AND GO EAST ON THE TRACK ROAD
 PL0515'FOR 0.21 KM (0.13 MI) TO A RAILROAD CROSSING.  CONTINUE EASTERLY ON
 PL0515'THE TRACK ROAD FOR 0.97 KM (0.60 MI) TO A TRACK ROAD ON THE LEFT.
 PL0515'TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.16 KM (0.10 MI) TO
 PL0515'THE TOP OF A HILL AND THE STATION ON THE RIGHT.  NOTE--4/W DRIVE TO
 PL0515'GET TO THE TOP OF HILL.
 PL0515'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A 30 CM SQUARE
 PL0515'CONCRETE MONUMENT PROJECTING 13 CM ABOVE THE GROUND.  LOCATED 29.6 M
 PL0515'(97.1 FT) NORTH OF RM 1, 17.3 M (56.8 FT) EAST-NORTHEAST OF RM 3 AND
 PL0515'A METAL WITNESS POST AND 0.6 M (2.0 FT) SOUTH OF A METAL WITNESS
 PL0515'POST.
 PL0515
 PL0515                          STATION RECOVERY (1992)
 PL0515
 PL0515'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1992
 PL0515'STATION IS LOCATED IN QUAD 440852, ON THE MANTON QUADRANGLE MAP. IT IS
 PL0515'IN THE SOUTHEAST 1/4 OF SECTION 29, T-23-N, R-9-W, CEDAR CREEK
 PL0515'TOWNSHIP. STATION IS LOCATED ON PROPERTY ADMINISTERED BY MICHIGAN
 PL0515'DEPARTMENT OF NARURAL RESOURCES, ABOUT 10.35 MI (16.66 KM)
 PL0515'WEST-NORTHWEST OF LAKE CITY, ABOUT 6.95 MI (11.18 KM) NORTH OF
 PL0515'CADILLAC, AND ABOUT 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF MANTON. TO
 PL0515'ACCESS THE STATION YOU MAY HAVE TO CROSS PROPERTY OWNED BY LOUISE
 PL0515'FLETEMEYER, P.O. BOX 20135, CINCINNATI, OH 45220.
 PL0515'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY US-131 AND STATE
 PL0515'HIGHWAY M-42 EAST, IN MANTON, GO SOUTH 0.95 MI (1.53 KM) ALONG
 PL0515'HIGHWAY US-131 TO A CROSS ROAD. TURN RIGHT AND GO WEST FOR 1.0 MI
 PL0515'(1.6 KM) ALONG EAST 18-1/2 ROAD TO A CROSS ROAD. TURN LEFT AND GO
 PL0515'SOUTH FOR 0.8 MI (1.3 KM) ALONG NORTH 41 ROAD TO A CROSS ROAD.  TURN
 PL0515'RIGHT AND GO WEST FOR 1.0 MI (1.6 KM) ALONG EAST 20 ROAD TO A CROSS
 PL0515'ROAD. TURN LEFT AND GO SOUTH FOR 2.1 MI (3.4 KM) ALONG A PAVED AND
 PL0515'GRAVEL ROAD TO A DIRT TRACK ROAD ON LEFT.  TURN LEFT AND GO EAST FOR
 PL0515'0.15 MI (0.24 KM) ALONG DIRT TRACK ROAD TO A RAILROAD CROSSING.
 PL0515'CONTINUE GOING EASTERLY FOR 0.6 MI (1.0 KM) ALONG DIRT TRACK ROAD TO
 PL0515'A DIRT TRACK ROAD ON LEFT. TURN LEFT AND GO NORTH FOR 0.1 MI
 PL0515'(0.2 KM) ALONG DIRT TRACK ROAD TO A HILL AND THE STATION ON THE
 PL0515'RIGHT, AS DESCRIBED. NOTE - REQUIRES A 4/W DRIVE VEHICLE TO GET TO
 PL0515'TOP OF HILL.
 PL0515'THE STATION MONUMENT PROJECTS 0.42 FT (12.80 CM) ABOVE THE GROUND AND
 PL0515'IS LOCATED 97.1 FT (29.6 M) NORTH FROM REFERENCE MARK NO. 1, 56.8 FT
 PL0515'(17.3 M) EAST-NORTHEAST FROM REFERENCE MARK NO. 3 AND 2.0 FT (0.6 M)
 PL0515'SOUTH FROM METAL WITNESS POST WITH SIGN.
 PL0515
 PL0515                          STATION RECOVERY (1996)
 PL0515
 PL0515'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0575 ***********************************************************************
 PL0575  DESIGNATION -  MANTON AZ MK 2
 PL0575  PID         -  PL0575
 PL0575  STATE/COUNTY-  MI/WEXFORD
 PL0575  USGS QUAD   -  
 PL0575
 PL0575                         *CURRENT SURVEY CONTROL
 PL0575  ___________________________________________________________________
 PL0575* NAD 83(1994)-  44 22 04.03845(N)    085 26 16.02120(W)     ADJUSTED  
 PL0575* NAVD 88     -       391.     (meters)    1283.     (feet)  VERTCON   
 PL0575  ___________________________________________________________________
 PL0575  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 PL0575  GEOID HEIGHT-         -33.50  (meters)                     GEOID03
 PL0575
 PL0575  HORZ ORDER  -  THIRD
 PL0575
 PL0575.The horizontal coordinates were established by classical geodetic methods
 PL0575.and adjusted by the National Geodetic Survey in February 1997..
 PL0575.No horizontal observational check was made to the station.
 PL0575
 PL0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0575
 PL0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0575
 PL0575.The geoid height was determined by GEOID03.
 PL0575
 PL0575;                    North         East     Units Scale Factor Converg.
 PL0575;SPC MI C     -   117,365.747 5,914,627.912   MT  0.99996282   -0 45 23.9
 PL0575;SPC MI C     -   385,058.23 19,404,947.22   iFT  0.99996282   -0 45 23.9
 PL0575;UTM  16      - 4,913,910.365   624,473.373   MT  0.99979054   +1 05 33.1
 PL0575
 PL0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0575!SPC MI C     -   0.99994401  x   0.99996282  =   0.99990683
 PL0575!UTM  16      -   0.99994401  x   0.99979054  =   0.99973456
 PL0575
 PL0575                          SUPERSEDED SURVEY CONTROL
 PL0575
 PL0575  NAD 83(1986)-  44 22 04.03726(N)    085 26 16.02121(W) AD(       ) 3
 PL0575  NGVD 29 (12/07/92)  391.     (m)         1283.     (f) VERT ANG       
 PL0575
 PL0575.Superseded values are not recommended for survey control.
 PL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0575.See file dsdata.txt to determine how the superseded data were derived.
 PL0575
 PL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2447313910(NAD 83)
 PL0575_MARKER: DZ = AZIMUTH MARK DISK
 PL0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0575_SP_SET: CONCRETE POST
 PL0575_STAMPING: MANTON 1931 NO. 2 1985
 PL0575_MARK LOGO: NGS   
 PL0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0575+STABILITY: SURFACE MOTION
 PL0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0575+SATELLITE: SATELLITE OBSERVATIONS - 1985
 PL0575
 PL0575  HISTORY     - Date     Condition        Report By
 PL0575  HISTORY     - 1985     MONUMENTED       NGS
 PL0575  HISTORY     - 19960705 GOOD             USPSQD
 PL0575
 PL0575                          STATION DESCRIPTION
 PL0575
 PL0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PL0575'STATION IS LOCATED IN QUAD. 440852, IN THE NORTHEAST 1/4 OF SEC. 32,
 PL0575'T-23-N, R-9-W, CEDAR CREED TOWNSHIP.  IT IS BELIEVED TO BE ON STATE
 PL0575'PROPERTY.
 PL0575'TO REACH FROM THE INTERSECTION OF EXISTING U.S. HIGHWAY 131 AND STATE
 PL0575'HIGHWAY M-42 (EAST) IN MANTON, GO SOUTH ON HIGHWAY 131 FOR 1.6 KM
 PL0575'(0.99 MI) TO COUNTY NO. 18-1/2 ROAD.  TURN RIGHT AND GO WEST ON NO.
 PL0575'18-1/2 ROAD FOR 1.6 KM (0.99 MI) TO COUNTY NO. 41 ROAD.  TURN LEFT
 PL0575'AND GO SOUTH ON NO. 41 ROAD FOR 0.8 KM (0.50 MI) TO COUNTY NO. 20
 PL0575'ROAD.  TURN RIGHT AND GO WEST ON NO. 20 ROAD FOR 1.6 KM (0.99 MI) TO
 PL0575'THE INTERSECTION OF COUNTY NO. 39 ROAD.  TURN LEFT AND GO SOUTH ON NO
 PL0575'. 39 ROAD FOR 1.6 KM (0.99 MI) TO THE INTERSECTION OF COUNTY NO. 22
 PL0575'ROAD AND THE AZIMUTH MARK SET IN THE SOUTHEAST QUADRANT OF THIS
 PL0575'INTERSECTION.
 PL0575'AZIMUTH MARK 2 IS SET FLUSH WITH THE GROUND.  IT IS LOCATED 8.2 M
 PL0575'(26.90 FT) SOUTH FROM THE CENTER OF COUNTY ROAD NO. 22, 7.0 M
 PL0575'(22.97 FT) EAST FROM THE CENTER OF COUNTY ROAD NO. 39 AND 0.8 M
 PL0575'(2.62 FT) NORTH FROM A WITNESS POST.
 PL0575'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MANTON 1931
 PL0575'USING ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 PL0575'DESCRIBED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PL0575
 PL0575                          STATION RECOVERY (1996)
 PL0575
 PL0575'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0575'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0578 ***********************************************************************
 PL0578  DESIGNATION -  MANTON RM 2
 PL0578  PID         -  PL0578
 PL0578  STATE/COUNTY-  MI/WEXFORD
 PL0578  USGS QUAD   -  
 PL0578
 PL0578                         *CURRENT SURVEY CONTROL
 PL0578  ___________________________________________________________________
 PL0578* NAD 83(1994)-  44 21 09.73527(N)    085 25 32.66610(W)     ADJUSTED  
 PL0578* NAVD 88     -       460.     (meters)    1509.     (feet)  VERTCON   
 PL0578  ___________________________________________________________________
 PL0578  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 PL0578  GEOID HEIGHT-         -33.45  (meters)                     GEOID03
 PL0578
 PL0578  HORZ ORDER  -  THIRD
 PL0578
 PL0578.The horizontal coordinates were established by classical geodetic methods
 PL0578.and adjusted by the National Geodetic Survey in February 1997..
 PL0578.No horizontal observational check was made to the station.
 PL0578
 PL0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 PL0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 PL0578
 PL0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0578
 PL0578.The geoid height was determined by GEOID03.
 PL0578
 PL0578;                    North         East     Units Scale Factor Converg.
 PL0578;SPC MI C     -   115,677.198 5,915,565.852   MT  0.99996548   -0 44 53.3
 PL0578;SPC MI C     -   379,518.37 19,408,024.45   iFT  0.99996548   -0 44 53.3
 PL0578;UTM  16      - 4,912,253.243   625,465.136   MT  0.99979359   +1 06 02.4
 PL0578
 PL0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0578!SPC MI C     -   0.99993313  x   0.99996548  =   0.99989861
 PL0578!UTM  16      -   0.99993313  x   0.99979359  =   0.99972673
 PL0578
 PL0578                          SUPERSEDED SURVEY CONTROL
 PL0578
 PL0578  NAD 83(1986)-  44 21 09.73387(N)    085 25 32.66635(W) AD(       ) 3
 PL0578  NGVD 29 (12/07/92)  460.     (m)         1509.     (f) VERT ANG       
 PL0578
 PL0578.Superseded values are not recommended for survey control.
 PL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0578.See file dsdata.txt to determine how the superseded data were derived.
 PL0578
 PL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ2546512253(NAD 83)
 PL0578_MARKER: DR = REFERENCE MARK DISK
 PL0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0578_SP_SET: SQUARE CONCRETE MONUMENT
 PL0578_STAMPING: MANTON NO 2 1931
 PL0578_MARK LOGO: CGS   
 PL0578_MAGNETIC: N = NO MAGNETIC MATERIAL
 PL0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PL0578+STABILITY: SURFACE MOTION
 PL0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 PL0578+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1985
 PL0578
 PL0578  HISTORY     - Date     Condition        Report By
 PL0578  HISTORY     - 1931     MONUMENTED       CGS
 PL0578  HISTORY     - 19850429 GOOD             NGS
 PL0578  HISTORY     - 19960706 MARK NOT FOUND   USPSQD
 PL0578
 PL0578                          STATION DESCRIPTION
 PL0578
 PL0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 PL0578'STATION IS LOCATED IN QUAD. 440852, IN THE NORTHEAST 1/4 OF SEC. 32,
 PL0578'T-23-N, R-9-W, CEDAR CREED TOWNSHIP.  IT IS BELIEVED TO BE ON STATE
 PL0578'PROPERTY.
 PL0578'TO REACH FROM THE INTERSECTION OF EXISTING U.S. HIGHWAY 131 AND STATE
 PL0578'HIGHWAY M-42 (EAST) IN MANTON, GO SOUTH ON HIGHWAY 131 FOR 1.6 KM
 PL0578'(0.99 MI) TO COUNTY NO. 18-1/2 ROAD.  TURN RIGHT AND GO WEST ON NO.
 PL0578'18-1/2 ROAD FOR 1.6 KM (0.99 MI) TO COUNTY NO. 41 ROAD.  TURN LEFT
 PL0578'AND GO SOUTH ON NO. 41 ROAD FOR 0.8 KM (0.50 MI) TO COUNTY NO. 20
 PL0578'ROAD.  TURN RIGHT AND GO WEST ON NO. 20 ROAD FOR 1.6 KM (0.99 MI) TO
 PL0578'THE INTERSECTION OF COUNTY NO. 39 ROAD.  TURN LEFT AND GO SOUTH ON NO
 PL0578'. 39 ROAD FOR 1.6 KM (0.99 MI) TO THE INTERSECTION OF COUNTY NO. 22
 PL0578'ROAD AND THE AZIMUTH MARK SET IN THE SOUTHEAST QUADRANT OF THIS
 PL0578'INTERSECTION.  CONTINUE SOUTH ON NO. 39 ROAD FOR 1.85 KM (1.15 MI) TO
 PL0578'A T-ROAD LEFT.  TURN LEFT ON TRACK ROAD AND GO EAST FOR 0.16 KM
 PL0578'(0.10 MI) TO A SET OF RAILROAD TRACKS.  CONTINUE EASTERLY ACROSS
 PL0578'TRACKS ON THE MAIN 2 TRACK TRAIL FOR 0.97 KM (0.60 MI) TO A TRACK
 PL0578'ROAD LEFT LEADING TO TOP OF BARE RIDGE, ABOUT 0.16 KM (0.10 MI) AND
 PL0578'THE STATION ATOP THIS RIDGE.
 PL0578'REFERENCE MARK 2 IS SET PROJECTING ABOUT 5 INCHES.  IT IS LOCATED 18.3
 PL0578'M (60.04 FT) SOUTHWEST FROM A 10 INCH WHITE PINE TREE, 13.1 M
 PL0578'(42.98 FT) NORTH FROM THE CENTER OF A TRACK ROAD, 10.7 M (35.10 FT)
 PL0578'EAST FROM A 16 INCH OAK TREE AND 0.6 M (1.97 FT) NORTH FROM A WITNESS
 PL0578'POST.
 PL0578'A TRAVERSE CONNECTION WAS MADE TO STATION MANTON 1931 USING ELECTRONIC
 PL0578'DISTANCE MEASURING EQUIPMENT.
 PL0578'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAY 1.5 METERS.
 PL0578'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 PL0578
 PL0578                          STATION RECOVERY (1996)
 PL0578
 PL0578'RECOVERY NOTE BY US POWER SQUADRON 1996
 PL0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1510 ***********************************************************************
 NE1510  DESIGNATION -  MAPLE
 NE1510  PID         -  NE1510
 NE1510  STATE/COUNTY-  MI/GENESEE
 NE1510  USGS QUAD   -  FLINT SOUTH (1975)
 NE1510
 NE1510                         *CURRENT SURVEY CONTROL
 NE1510  ___________________________________________________________________
 NE1510* NAD 83(1994)-  42 57 33.86079(N)    083 42 45.48806(W)     ADJUSTED  
 NE1510* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 NE1510  ___________________________________________________________________
 NE1510  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 NE1510  GEOID HEIGHT-         -33.93  (meters)                     GEOID03
 NE1510
 NE1510  HORZ ORDER  -  SECOND
 NE1510
 NE1510.The horizontal coordinates were established by classical geodetic methods
 NE1510.and adjusted by the National Geodetic Survey in February 1997..
 NE1510
 NE1510.The orthometric height was scaled from a topographic map.
 NE1510
 NE1510.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1510
 NE1510.The geoid height was determined by GEOID03.
 NE1510
 NE1510;                    North         East     Units Scale Factor Converg.
 NE1510;SPC MI S     -   162,314.522 4,053,359.962   MT  0.99990772   +0 26 42.3
 NE1510;SPC MI S     -   532,527.96 13,298,425.07   iFT  0.99990772   +0 26 42.3
 NE1510;UTM  17      - 4,759,877.583   278,746.031   MT  1.00020227   -1 50 57.7
 NE1510
 NE1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NE1510!SPC MI S     -   0.99996786  x   0.99990772  =   0.99987559
 NE1510!UTM  17      -   0.99996786  x   1.00020227  =   1.00017013
 NE1510
 NE1510:                Primary Azimuth Mark                     Grid Az
 NE1510:SPC MI S     -  MAPLE AZ MK                              001 34 04.9
 NE1510:UTM  17      -  MAPLE AZ MK                              003 51 44.9
 NE1510
 NE1510|---------------------------------------------------------------------|
 NE1510| PID    Reference Object                     Distance      Geod. Az  |
 NE1510|                                                           dddmmss.s |
 NE1510| CH0396 MAPLE AZ MK                                        0020047.2 |
 NE1510| CH0397 MAPLE RM 1                           32.491 METERS 03457     |
 NE1510| NE1511 TT 22 CITY OF FLINT 1943             25.465 METERS 19932     |
 NE1510|---------------------------------------------------------------------|
 NE1510
 NE1510                          SUPERSEDED SURVEY CONTROL
 NE1510
 NE1510  NAD 83(1986)-  42 57 33.85815(N)    083 42 45.51642(W) AD(       ) 2
 NE1510  NAD 27      -  42 57 33.76300(N)    083 42 45.67600(W) AD(       ) 2
 NE1510
 NE1510.Superseded values are not recommended for survey control.
 NE1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1510.See file dsdata.txt to determine how the superseded data were derived.
 NE1510
 NE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKH7874659878(NAD 83)
 NE1510_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 NE1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NE1510
 NE1510  HISTORY     - Date     Condition        Report By
 NE1510  HISTORY     - 1943     MONUMENTED       CGS
 NE1510  HISTORY     - 1959     SEE DESCRIPTION  CGS
 NE1510  HISTORY     - 1965     SEE DESCRIPTION  CGS
 NE1510  HISTORY     - 1966     SEE DESCRIPTION  CGS
 NE1510
 NE1510                          STATION DESCRIPTION
 NE1510
 NE1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (FN)
 NE1510'STATION IS LOCATED
 NE1510'ON THE NW CORNER
 NE1510'OF MAPLE AVENUE AND VAN SLYHE ROAD, ABOUT 4 MILES
 NE1510'SW OF THE CITY OF FLINT AND ON LAND
 NE1510'OWNED BY MR. M. VAN SLYHE.  IT
 NE1510'IS 27.0 FEET N OF THE N FENCELINE OF MAPLE AVENUE, 64
 NE1510'FEET W OF
 NE1510'THE W FENCELINE OF VAN SLYHE ROAD AND IS 14 INCHES BELOW THE SURFACE
 NE1510'OF THE GROUND.
 NE1510'THE DISK IS STAMPED MAPLE 1943.
 NE1510'
 NE1510'SURFACE, UNDERGROUND, REFERENCE MARK 1, AND AZIMUTH MARK ARE
 NE1510'BRONZE DISKS SET
 NE1510'IN CONCRETE AS DESCRIBED IN NOTES 1A, 7A, AND 11A.
 NE1510'
 NE1510'REFERENCE MARK 1 IS 106.60 FEET NE OF THE STATION AND 1.0 FOOT
 NE1510'W OF THE W
 NE1510'FENCELINE OF VAN SLYHE ROAD.  IT IS STAMPED MAPLE NO 1
 NE1510'1943.
 NE1510'
 NE1510'TT 22 (CITY OF FLINT) WAS USED AS REFERENCE MARK 2 AND IS
 NE1510'83.55 FEET SSW OF
 NE1510'THE STATION, 38 FEET SW OF THE INTERSECTION OF
 NE1510'THE TWO ROADS AND 4.0 FEET N OF THE
 NE1510'STREET SIGNPOST.  IT IS A
 NE1510'BRONZE CAP ON TOP OF A 4-INCH PIPE WHICH IS SET IN A
 NE1510'BLOCK OF CONCRETE
 NE1510'1-1/2 FEET IN DIAMETER AND EXTENDS 6 INCHE ABOVE THE GROUND.
 NE1510'THE DISK IS
 NE1510'STAMPED CITY OF FLINT TOPOGRAPHIC SURVEY AND TRIANGULATION
 NE1510'STATION NO 22 1920.
 NE1510'
 NE1510'AZIMUTH MARK IS ABOUT 0.3 MILE N OF THE STATION ON THE E SIDE
 NE1510'OF VAN SLYHE ROAD.
 NE1510'IT IS 1 FOOT W OF THE E FENCELINE OF VAN SLYHE
 NE1510'ROAD, 27 FEET E OF THE CENTER LINE OF
 NE1510'THE ROAD, AND 10.2 FEET S
 NE1510'OF A 36-INCH ASH TREE.  THE DISK IS STAMPED MAPLE 1943.
 NE1510'
 NE1510'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 NE1510'23 AND STATE
 NE1510'HIGHWAY 121 ABOUT 2-1/2 MILES S OF THE COURTHOUSE IN
 NE1510'THE CITY OF FLINT, GO W 1 MILE
 NE1510'ON STATE HIGHWAY 121 (BRISTOL ROAD)
 NE1510'TO VAN SLYHE ROAD, TURN LEFT AND GO S 0.7 MILE TO
 NE1510'AZIMUTH MARK ON
 NE1510'THE LEFT SIDE OF THE ROAD, CONTINUE STRAIGHT AHEAD 0.3 MILE TO
 NE1510'MAPLE ROAD AND
 NE1510'STATION ON THE NW CORNER.
 NE1510'
 NE1510'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 NE1510
 NE1510                          STATION RECOVERY (1959)
 NE1510
 NE1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (ETJ)
 NE1510'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 NE1510
 NE1510                          STATION RECOVERY (1965)
 NE1510
 NE1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (FBM)
 NE1510'THIS STATION, TT 22 AND THE AZIMUTH MARK WAS NOT RECOVERED.  VAN
 NE1510'SLYHE ROAD HAS BEEN
 NE1510'MOVED WEST AND THE STATION HAS BEEN DESTROYED OR BURIED
 NE1510'BENEATH THE NEW PAVEMENT.
 NE1510'
 NE1510'REFERENCE MARK NO.1 WAS RECOVERED IN GOOD CONDITION.  A NEW
 NE1510'DESCRIPTION FOLLOWS.
 NE1510'
 NE1510'R.M. 1 IS 52.2 FEET WEST OF VAN SLYHE ROAD AND 139.1 FEET NORTH OF
 NE1510'MAPLE AVENUE.  THE
 NE1510'POSITION OF THIS R.M. SHOULD BE SATISFACTORY FOR PHOTO
 NE1510'CONTROL.
 NE1510
 NE1510                          STATION RECOVERY (1966)
 NE1510
 NE1510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 NE1510'NO MARKS COULD BE FOUND AT THIS STATION.  THERE HAS BEEN GRADING
 NE1510'IN THE VICINITY OF
 NE1510'THE STATION AND NEW HOUSES IN THE VICINITY OF THE
 NE1510'AZIMUTH MARK.  IT IS ASSUMED AT THIS
 NE1510'TIME THAT THE STATION HAS BEEN
 NE1510'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0976 ***********************************************************************
 OJ0976  DESIGNATION -  MAPLE
 OJ0976  PID         -  OJ0976
 OJ0976  STATE/COUNTY-  MI/LAPEER
 OJ0976  USGS QUAD   -  LAPEER (1980)
 OJ0976
 OJ0976                         *CURRENT SURVEY CONTROL
 OJ0976  ___________________________________________________________________
 OJ0976* NAD 83(1994)-  43 02 38.80611(N)    083 15 46.07226(W)     ADJUSTED  
 OJ0976* NAVD 88     -       267.9    (meters)     879.     (feet)  VERTCON   
 OJ0976  ___________________________________________________________________
 OJ0976  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 OJ0976  GEOID HEIGHT-         -34.47  (meters)                     GEOID03
 OJ0976
 OJ0976  HORZ ORDER  -  FIRST
 OJ0976
 OJ0976.The horizontal coordinates were established by classical geodetic methods
 OJ0976.and adjusted by the National Geodetic Survey in February 1997..
 OJ0976
 OJ0976.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0976
 OJ0976.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0976
 OJ0976.The geoid height was determined by GEOID03.
 OJ0976
 OJ0976;                    North         East     Units Scale Factor Converg.
 OJ0976;SPC MI S     -   172,106.336 4,089,935.506   MT  0.99991072   +0 45 04.4
 OJ0976;SPC MI S     -   564,653.33 13,418,423.58   iFT  0.99991072   +0 45 04.4
 OJ0976;UTM  17      - 4,768,198.300   315,691.725   MT  1.00001791   -1 32 41.8
 OJ0976
 OJ0976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0976!SPC MI S     -   0.99996340  x   0.99991072  =   0.99987412
 OJ0976!UTM  17      -   0.99996340  x   1.00001791  =   0.99998131
 OJ0976
 OJ0976:                Primary Azimuth Mark                     Grid Az
 OJ0976:SPC MI S     -  MAPLE AZ MK                              079 19 54.2
 OJ0976:UTM  17      -  MAPLE AZ MK                              081 37 40.4
 OJ0976
 OJ0976|---------------------------------------------------------------------|
 OJ0976| PID    Reference Object                     Distance      Geod. Az  |
 OJ0976|                                                           dddmmss.s |
 OJ0976| OJ0985 MAPLE AZ MK                         417.989 METERS 0800458.6 |
 OJ0976| OJ0986 MAPLE AZ MK OFFSET                  412.845 METERS 0800500.2 |
 OJ0976| CH0398 MAPLE RM 1                           19.936 METERS 09503     |
 OJ0976| OJ0956 ATTICA METH CH SPIRE                APPROX. 8.2 KM 0981653.4 |
 OJ0976| OJ0980 LAPEER RAD WTHM S MAST              APPROX. 2.7 KM 2215816.9 |
 OJ0976| OJ0973 LAPEER MUNICIPAL TANK               APPROX. 4.7 KM 2914946.0 |
 OJ0976| OJ0981 LAPEER N MUN TANK                   APPROX. 5.1 KM 2974555.7 |
 OJ0976| CH0399 MAPLE RM 2                           25.688 METERS 31059     |
 OJ0976|---------------------------------------------------------------------|
 OJ0976
 OJ0976                          SUPERSEDED SURVEY CONTROL
 OJ0976
 OJ0976  NAD 83(1986)-  43 02 38.80219(N)    083 15 46.10276(W) AD(       ) 1
 OJ0976  NAD 27      -  43 02 38.70397(N)    083 15 46.30739(W) AD(       ) 1
 OJ0976  NGVD 29 (07/19/86)  268.0    (m)          879.     (f) VERT ANG       
 OJ0976
 OJ0976.Superseded values are not recommended for survey control.
 OJ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0976.See file dsdata.txt to determine how the superseded data were derived.
 OJ0976
 OJ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1569268198(NAD 83)
 OJ0976_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 OJ0976
 OJ0976  HISTORY     - Date     Condition        Report By
 OJ0976  HISTORY     - 1977     MONUMENTED       NGS
 OJ0976  HISTORY     - 19970526 GOOD             USPSQD
 OJ0976
 OJ0976                          STATION DESCRIPTION
 OJ0976
 OJ0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0976'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST-NORTHWEST
 OJ0976'OF IMLAY CITY, 7-1/2 MILES NORTH-NORTHEAST OF METAMORA,
 OJ0976'2.8 MILES EAST OF LAPEER, IN THE NORTHWEST 1/4 OF SECTION 11,
 OJ0976'T7N, RI0E, AT THE NORTHEAST EDGE OF THE SCHOOLYARD AT THE
 OJ0976'MAPLE GROVE ELEMENTARY SCHOOL.
 OJ0976'
 OJ0976'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OJ0976'21 AND 24 AT THE WEST EDGE OF LAPEER, GO EAST
 OJ0976'ON STATE HIGHWAY 21 FOR 2.8 MILES TO A SIDEROAD RIGHT.
 OJ0976'(MAPLE GROVE ROAD.) CONTINUE EAST 0.1 MILE TO A DRIVEWAY
 OJ0976'RIGHT, LEADING TO THE MAPLE GROVE SCHOOL.  (TO REACH THE
 OJ0976'AZIMUTH MARK FROM THIS POINT, GO EAST ON STATE HIGHWAY 21 FOR
 OJ0976'0.25 MILE TO THE MARK ON THE LEFT.) TURN RIGHT, THEN LEFT
 OJ0976'AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.05 MILE
 OJ0976'TO THE STATION.
 OJ0976'
 OJ0976'STATION MARKS, STAMPED---MAPLE 1977---, ARE STANDARD DISKS.
 OJ0976'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 OJ0976'MONUMENT THAT IS FLUSH.  IT IS 84 FEET SOUTHEAST OF A METAL
 OJ0976'WITNESS POST, 65.5 FEET WEST-NORTHWEST OF A WITNESS POST,
 OJ0976'AND 59.5 FEET SOUTH OF A FENCE.  THE UNDERGROUND DISK IS SET
 OJ0976'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 OJ0976'BELOW THE GROUND SURFACE.
 OJ0976'
 OJ0976'REFERENCE MARK 1, STAMPED---MAPLE NO 1 1977---, A STANDARD DISK
 OJ0976'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 OJ0976'FLUSH.  IT IS 86.8 FEET NORTH-NORTHEAST OF THE NORTHEAST
 OJ0976'CORNER OF A FENCE SURROUNDING A MAST, 12 FEET SOUTH OF A
 OJ0976'POWERLINE POLE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 OJ0976'
 OJ0976'REFERENCE MARK 2, STAMPED---MAPLE NO 2 1977---, A STANDARD DISK
 OJ0976'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS
 OJ0976'FLUSH.  IT IS 2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 OJ0976'1 FOOT SOUTH OF A FENCE.
 OJ0976'
 OJ0976'AZIMUTH MARK, STAMPED---MAPLE 1977---, A STANDARD DISK SET IN
 OJ0976'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.
 OJ0976'IT IS 59.5 FEET NORTH OF CENTER OF THE HIGHWAY, 23 FEET WEST
 OJ0976'OF A POWERLINE POLE, AND 3 FEET EAST OF A METAL WITNESS POST.
 OJ0976'
 OJ0976'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 OJ0976'HEIGHT OF LIGHT ABOVE STATION MARK WAS 22.2 METERS.
 OJ0976'DESCRIBED BY D.R. TYLER
 OJ0976
 OJ0976                          STATION RECOVERY (1997)
 OJ0976
 OJ0976'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PK0320 ***********************************************************************
 PK0320  DESIGNATION -  MAPLE
 PK0320  PID         -  PK0320
 PK0320  STATE/COUNTY-  MI/ARENAC
 PK0320  USGS QUAD   -  WHITTEMORE (1968)
 PK0320
 PK0320                         *CURRENT SURVEY CONTROL
 PK0320  ___________________________________________________________________
 PK0320* NAD 83(1994)-  44 08 29.46565(N)    083 51 55.41589(W)     ADJUSTED  
 PK0320* NAVD 88     -       229.4    (meters)     753.     (feet)  GPS OBS   
 PK0320  ___________________________________________________________________
 PK0320  X           -     489,939.996 (meters)                     COMP
 PK0320  Y           -  -4,558,424.812 (meters)                     COMP
 PK0320  Z           -   4,419,524.768 (meters)                     COMP
 PK0320  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 PK0320  ELLIP HEIGHT-         194.31  (meters)          (07/12/02) GPS OBS
 PK0320  GEOID HEIGHT-         -35.11  (meters)                     GEOID03
 PK0320
 PK0320  HORZ ORDER  -  FIRST
 PK0320  ELLP ORDER  -  FOURTH    CLASS I
 PK0320
 PK0320.The horizontal coordinates were established by GPS observations
 PK0320.and adjusted by the National Geodetic Survey in February 1997..
 PK0320
 PK0320.The orthometric height was determined by GPS observations and a
 PK0320.high-resolution geoid model.
 PK0320
 PK0320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 PK0320
 PK0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 PK0320
 PK0320.The ellipsoidal height was determined by GPS observations
 PK0320.and is referenced to NAD 83.
 PK0320
 PK0320.The geoid height was determined by GEOID03.
 PK0320
 PK0320;                    North         East     Units Scale Factor Converg.
 PK0320;SPC MI C     -    91,783.833 6,040,109.680   MT  1.00000985   +0 21 14.8
 PK0320;SPC MI C     -   301,128.06 19,816,632.81   iFT  1.00000985   +0 21 14.8
 PK0320;UTM  17      - 4,891,584.024   270,813.399   MT  1.00024606   -1 59 47.1
 PK0320
 PK0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PK0320!SPC MI C     -   0.99996953  x   1.00000985  =   0.99997938
 PK0320!UTM  17      -   0.99996953  x   1.00024606  =   1.00021559
 PK0320
 PK0320|---------------------------------------------------------------------|
 PK0320| PID    Reference Object                     Distance      Geod. Az  |
 PK0320|                                                           dddmmss.s |
 PK0320| CH1381 MAPLE RM 1                           25.555 METERS 07421     |
 PK0320| PL0450 TITTAB                              APPROX.20.3 KM 2442335.6 |
 PK0320| CH1382 MAPLE RM 2                           25.452 METERS 28551     |
 PK0320|---------------------------------------------------------------------|
 PK0320
 PK0320                          SUPERSEDED SURVEY CONTROL
 PK0320
 PK0320  ELLIP H (02/03/97)  194.33   (m)                       GP(       ) 4 1
 PK0320  NAD 83(1986)-  44 08 29.45544(N)    083 51 55.42684(W) AD(       ) 1
 PK0320  NAD 83(1986)-  44 08 29.45636(N)    083 51 55.42939(W) AD(       ) 1
 PK0320  NAD 27      -  44 08 29.38420(N)    083 51 55.46728(W) AD(       ) 1
 PK0320  NGVD 29 (07/19/86)  229.0    (m)          751.     (f) VERT ANG       
 PK0320
 PK0320.Superseded values are not recommended for survey control.
 PK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PK0320.See file dsdata.txt to determine how the superseded data were derived.
 PK0320
 PK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TKJ7081391584(NAD 83)
 PK0320_MARKER: DH = HORIZONTAL CONTROL DISK
 PK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PK0320_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 PK0320_STAMPING: MAPLE 1981
 PK0320_MARK LOGO: NGS   
 PK0320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 PK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 PK0320+STABILITY: SURFACE MOTION
 PK0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 PK0320+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1994
 PK0320
 PK0320  HISTORY     - Date     Condition        Report By
 PK0320  HISTORY     - 1981     MONUMENTED       NGS
 PK0320  HISTORY     - 19940405 GOOD             MIDT
 PK0320  HISTORY     - 20010811 GOOD             USPSQD
 PK0320
 PK0320                          STATION DESCRIPTION
 PK0320
 PK0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (DCF)
 PK0320'THE STATION IS LOCATED ABOUT 10.5 KM (6-1/2 MI) NORTH OF
 PK0320'OMER,
 PK0320'5.6 KM (3-1/2 MI) NORTHWEST OF TWINING, 4.8 KM (3 MI) EAST
 PK0320'OF MAPLE RIDGE AND IN THE NW1/2,S15,T20N,R5E OF MASON TOWNSHIP.
 PK0320'OWNERSHIP--STATE OF MICHIGAN, TITTABAWASSEE RIVER STATE
 PK0320'FOREST, DEPT OF NATURAL RESOURCES, GLADWIN AREA, 801 NORTH
 PK0320'SILVERLEAF STREET, GLADWIN MI 48624, TELEPHONE NUMBER
 PK0320'517-426-9205, PERMISSION BY MICHAEL L. CONLEY, UNIFIED
 PK0320'AREA MANAGER.
 PK0320'
 PK0320'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65
 PK0320'AND MAIN STREET IN THE CENTER OF THE SMALL COMMUNITY OF
 PK0320'TWINING, GO NORTH ON HIGHWAY 65 FOR 3.2 KM (2.0 MI) TO A
 PK0320'PAVED CROSSROAD (MAPLE RIDGE ROAD).  TURN LEFT AND GO WEST
 PK0320'MAPLE RIDGE ROAD FOR 4.0 KM (2.5 MI) TO A GRAVEL ROAD ON THE
 PK0320'RIGHT (WILLIAMS ROAD).  CONTINUE WEST ON THE PAVED ROAD FOR
 PK0320'0.4 KM (0.25 MI) TO A DIRT SIDE ROAD LEFT.  CONTINUE WEST
 PK0320'ON THE PAVED ROAD FOR 0.2 KM (0.1 MI) TO THE STATION ON THE
 PK0320'LEFT, IN A SMALL OPEN AREA.
 PK0320'
 PK0320'THE STATION IS A STANDARD NGS DISK
 PK0320'STAMPED---MAPLE 1981---,
 PK0320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0320'FLUSH WITH GROUND.  IT IS LOCATED
 PK0320'37.79 METERS (124.0 FT) EAST FROM A DOUBLE TRUNK 14-INCH PINE
 PK0320'TREE,
 PK0320'17.62 METERS (57.8 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD AND
 PK0320'1.92 METERS (6.3 FT) EAST-SOUTHEAST FROM A METAL WITNESS POST.
 PK0320'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 PK0320'STAMPED---MAPLE 1981---,
 PK0320'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 PK0320'
 PK0320'REFERENCE MARK NUMBER 01 IS A STANDARD NGS DISK
 PK0320'STAMPED---MAPLE NO 1 1981---,
 PK0320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0320'FLUSH WITH GROUND.  IT IS LOCATED
 PK0320'11.25 METERS (36.9 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD,
 PK0320'3.35 METERS (11.0 FT) SOUTHWEST FROM A 6-INCH PINE TREE AND
 PK0320'0.40 METER (1.3 FT) NORTHEAST FROM A METAL WITNESS POST.
 PK0320'MARK IS BELOW STATION 0.3 METERS.
 PK0320'
 PK0320'REFERENCE MARK NUMBER 02 IS A STANDARD NGS DISK
 PK0320'STAMPED---MAPLE NO 2 1981---,
 PK0320'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 PK0320'FLUSH WITH GROUND.  IT IS LOCATED
 PK0320'12.95 METERS (42.5 FT) EAST FROM A DOUBLE TRUNK 14-INCH PINE TREE,
 PK0320'10.42 METERS (34.2 FT) SOUTH FROM THE CENTER OF THE PAVED ROAD AND
 PK0320'0.52 METER (1.7 FT) NORTH FROM A METAL WITNESS POST.
 PK0320'MARK IS BELOW STATION 0.3 METERS.
 PK0320'
 PK0320'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 34.3 METERS.
 PK0320'
 PK0320'DESCRIBED BY G.M. RIVERS.
 PK0320
 PK0320                          STATION RECOVERY (1994)
 PK0320
 PK0320'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (CFS)
 PK0320'STATION IS LOCATED IN QUAD 440833 AND ON THE WHITTEMORE QUADRANGLE
 PK0320'MAP.  IT IS IN THE NORTHWEST 1/4 OF SECTION 15, T-20-N, R-5-E, IN
 PK0320'MASON TOWNSHIP.  ABOUT 3.9 MI (6.3 KM) WEST FROM TURNER, 3.5 MI (5.6
 PK0320'KM) NORTHWEST FROM TWINING AND 3.1 MI (5.0 KM) EAST FROM MAPLE RIDGE.
 PK0320'OWNERSHIP---STATE OF MICHIGAN TITTABAWASSEE RIVER STATE FOREST,
 PK0320'DEPARTMENT OF NATURAL RESOURCES GLADWIN AREA, 801 NORTH SILVERLEAF
 PK0320'STREET, GLADWIN MI 48624.  PHONE NUMBER (517) 426-9205. PERMISSION TO
 PK0320'VISIT STATION WAS OBTAINED FROM MICHAEL L.  CONLEY, UNIFIED MANAGER.
 PK0320'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY M-65 AND
 PK0320'MAIN STREET IN TWINING, GO NORTH 2.0 MI (3.2 KM) ALONG STATE HIGHWAY
 PK0320'M-65 TO PAVED CROSSROAD (TURNER ROAD EAST AND MAPLE RIDGE ROAD WEST) .
 PK0320'TURN LEFT AND GO WEST 2.5 MI (4.0 KM) ALONG MAPLE RIDGE ROAD TO T-ROAD
 PK0320'ON THE RIGHT, (WILLIAMS ROAD) .  CONTINUE GOING WEST 0.25 MI (0.40 KM)
 PK0320'ALONG MAPLE RIDGE ROAD TO A DIRT SIDE ROAD LEFT.  CONTINUE GOING WEST
 PK0320'0.1 MI (0.2 KM) ALONG MAPLE RIDGE ROAD TO STATION ON THE LEFT IN SMALL
 PK0320'OPEN AREA AS DESCRIBED.  STATION IS 124.0 FT (37.8 M) EAST FROM CENTER
 PK0320'OF A 1.5 FT (0.5 M) DIAMETER TWIN PINE TREE, 95.0 FT (29.0 M)
 PK0320'SOUTHWEST FROM CENTER OF 1.0 FT (0.3 M) DIAMETER PINE TREE, 58.2 FT
 PK0320'(17.7 M) SOUTH FROM CENTER OF PAVED ROAD, AND 6.2 FT (1.9 M) NORTHWEST
 PK0320'FROM METAL WITNESS POST WITH SIGN.
 PK0320
 PK0320                          STATION RECOVERY (2001)
 PK0320
 PK0320'RECOVERY NOTE BY US POWER SQUADRON 2001 (RG)
 PK0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0579 ***********************************************************************
 QK0579  DESIGNATION -  MAPLE
 QK0579  PID         -  QK0579
 QK0579  STATE/COUNTY-  MI/CHEBOYGAN
 QK0579  USGS QUAD   -  AFTON (1986)
 QK0579
 QK0579                         *CURRENT SURVEY CONTROL
 QK0579  ___________________________________________________________________
 QK0579* NAD 83(1994)-  45 33 35.99892(N)    084 26 39.68593(W)     ADJUSTED  
 QK0579* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 QK0579  ___________________________________________________________________
 QK0579  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 QK0579  GEOID HEIGHT-         -35.92  (meters)                     GEOID03
 QK0579
 QK0579  HORZ ORDER  -  SECOND
 QK0579
 QK0579.The horizontal coordinates were established by classical geodetic methods
 QK0579.and adjusted by the National Geodetic Survey in February 1997..
 QK0579
 QK0579.The orthometric height was scaled from a topographic map.
 QK0579
 QK0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0579
 QK0579.The geoid height was determined by GEOID03.
 QK0579
 QK0579;                    North         East     Units Scale Factor Converg.
 QK0579;SPC MI C     -   249,287.474 5,993,934.490   MT  0.99997064   -0 03 17.6
 QK0579;SPC MI C     -   817,872.29 19,665,139.40   iFT  0.99997064   -0 03 17.6
 QK0579;UTM  16      - 5,048,339.318   699,450.813   MT  1.00008911   +1 49 31.0
 QK0579
 QK0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0579!SPC MI C     -   0.99997240  x   0.99997064  =   0.99994304
 QK0579!UTM  16      -   0.99997240  x   1.00008911  =   1.00006151
 QK0579
 QK0579|---------------------------------------------------------------------|
 QK0579| PID    Reference Object                     Distance      Geod. Az  |
 QK0579|                                                           dddmmss.s |
 QK0579| CH1377 MAPLE RM 1                           23.582 METERS 04354     |
 QK0579| QK0578 OWENS LOOKOUT TOWER                 APPROX.13.9 KM 1060112.1 |
 QK0579| QK0566 PHILLIPS HILL                       APPROX.16.6 KM 1072314.3 |
 QK0579| CH1378 MAPLE RM 2                           25.923 METERS 13236     |
 QK0579| CH1376 MAPLE AZ MK                                        2843251.8 |
 QK0579| QK0582 CHEBOYGAN OLD TANNERY STACK         APPROX. 6.9 KM 3390829.2 |
 QK0579| QK0584 CHEBOYGAN RADIO KQA 291 MAST        APPROX. 7.9 KM 3393931.2 |
 QK0579| QK0593 CHEBOYGAN RADIO WCBY MAST           APPROX.11.5 KM 3415853.1 |
 QK0579| QK0583 CHEBOYGAN CHARMIN PAPER STACK       APPROX. 9.1 KM 3420102.2 |
 QK0579| QK0590 CHEBOYGAN CO CTHSE CLOCK TOWER      APPROX. 9.3 KM 3420742.4 |
 QK0579| QK0586 CHEBOYGAN MUNICIPAL TANK            APPROX.10.4 KM 3472748.5 |
 QK0579|---------------------------------------------------------------------|
 QK0579
 QK0579                          SUPERSEDED SURVEY CONTROL
 QK0579
 QK0579  NAD 83(1986)-  45 33 35.99097(N)    084 26 39.68658(W) AD(       ) 2
 QK0579  NAD 27      -  45 33 35.95200(N)    084 26 39.56500(W) AD(       ) 2
 QK0579
 QK0579.Superseded values are not recommended for survey control.
 QK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0579.See file dsdata.txt to determine how the superseded data were derived.
 QK0579
 QK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR9945148339(NAD 83)
 QK0579_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 QK0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0579
 QK0579  HISTORY     - Date     Condition        Report By
 QK0579  HISTORY     - 1956     MONUMENTED       CGS
 QK0579
 QK0579                          STATION DESCRIPTION
 QK0579
 QK0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0579'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF CHEBOYGAN, IN THE
 QK0579'SOUTHWEST ANGLE OF AN
 QK0579'EAST-WEST BLACKTOPPED ROAD AND A GRAVELED ROAD SOUTH, ON LAND OWNED
 QK0579'BY MR. ULRIC ROBILLARD, WHO LIVES
 QK0579'JUST WEST OF THE STATION.  IT IS 110 FEET SOUTH OF THE CENTERLINE
 QK0579'OF THE EAST-WEST BLACKTOPPED ROAD, 34
 QK0579'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND
 QK0579'6 FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK
 QK0579'PROJECTS ABOUT 4 INCHES AND THE DISK
 QK0579'IS STAMPED MAPLE 1956.
 QK0579'
 QK0579'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 QK0579'HIGHWAY 33, WHICH IS ABOUT
 QK0579'3.0 MILES SOUTH OF THE POST OFFICE IN CHEBOYGAN, GO SOUTH ON STATE
 QK0579'HIGHWAY 33 FOR 3.05 MILES TO A
 QK0579'CROSSROAD.  TURN LEFT AND GO EAST ON BLACKTOPPED ROAD FOR 0.3
 QK0579'MILE TO THE AZIMUTH MARK ON THE NORTH
 QK0579'SIDE OF THE ROAD.  CONTINUE EAST ON BLACKTOPPED
 QK0579'ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT AND STATION IN
 QK0579'ANGLE AS DESCRIBED.
 QK0579'
 QK0579'REFERENCE MARK 1 IS 72 FEET NORTHEAST OF THE WHITE WITNESS POST, 50
 QK0579'FEET SOUTH OF THE CENTERLINE
 QK0579'OF THE BLACKTOPPED ROAD AND 27 FEET EAST OF THE CENTER OF THE
 QK0579'GRAVELED ROAD.  THE MARK PROJECTS
 QK0579'ABOUT 4 INCHES AND THE DISK IS STAMPED MAPLE NO 1 1956.
 QK0579'
 QK0579'REFERENCE MARK 2 IS 83 FEET SOUTHEAST OF THE WHITE WITNESS POST AND
 QK0579'24 FEET EAST OF THE CENTER OF
 QK0579'THE GRAVELED ROAD.  THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS
 QK0579'STAMPED MAPLE NO 2 1956.
 QK0579'
 QK0579'THE AZIMUTH MARK IS 51 FEET NORTH OF THE CENTERLINE OF THE
 QK0579'BLACKTOPPED ROAD, 29 FEET
 QK0579'SOUTHEAST OF A POWER LINE POLE, 10 FEET WEST OF A POWER LINE POLE AND
 QK0579'3 FEET EAST OF A WHITE WITNESS
 QK0579'POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED MAPLE
 QK0579'1956.
 QK0579'
 QK0579'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ0985 ***********************************************************************
 OJ0985  DESIGNATION -  MAPLE AZ MK
 OJ0985  PID         -  OJ0985
 OJ0985  STATE/COUNTY-  MI/LAPEER
 OJ0985  USGS QUAD   -  LAPEER (1980)
 OJ0985
 OJ0985                         *CURRENT SURVEY CONTROL
 OJ0985  ___________________________________________________________________
 OJ0985* NAD 83(1994)-  43 02 41.13846(N)    083 15 27.88073(W)     ADJUSTED  
 OJ0985* NAVD 88     -       264.0    (meters)     866.     (feet)  VERTCON   
 OJ0985  ___________________________________________________________________
 OJ0985  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 OJ0985  GEOID HEIGHT-         -34.48  (meters)                     GEOID03
 OJ0985
 OJ0985  HORZ ORDER  -  SECOND
 OJ0985
 OJ0985.The horizontal coordinates were established by classical geodetic methods
 OJ0985.and adjusted by the National Geodetic Survey in February 1997..
 OJ0985
 OJ0985.The NAVD 88 height was computed by applying the VERTCON shift value to
 OJ0985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 OJ0985
 OJ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ0985
 OJ0985.The geoid height was determined by GEOID03.
 OJ0985
 OJ0985;                    North         East     Units Scale Factor Converg.
 OJ0985;SPC MI S     -   172,183.708 4,090,346.234   MT  0.99991075   +0 45 16.8
 OJ0985;SPC MI S     -   564,907.18 13,419,771.11   iFT  0.99991075   +0 45 16.8
 OJ0985;UTM  17      - 4,768,259.161   316,105.267   MT  1.00001603   -1 32 29.4
 OJ0985
 OJ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ0985!SPC MI S     -   0.99996401  x   0.99991075  =   0.99987477
 OJ0985!UTM  17      -   0.99996401  x   1.00001603  =   0.99998004
 OJ0985
 OJ0985                          SUPERSEDED SURVEY CONTROL
 OJ0985
 OJ0985  NAD 83(1986)-  43 02 41.13451(N)    083 15 27.91112(W) AD(       ) 2
 OJ0985  NAD 27      -  43 02 41.03626(N)    083 15 28.11643(W) AD(       ) 2
 OJ0985  NGVD 29 (07/19/86)  264.1    (m)          866.     (f) VERT ANG       
 OJ0985
 OJ0985.Superseded values are not recommended for survey control.
 OJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ0985.See file dsdata.txt to determine how the superseded data were derived.
 OJ0985
 OJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH1610568259(NAD 83)
 OJ0985_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OJ0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OJ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 OJ0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 OJ0985+STABILITY: SURFACE MOTION
 OJ0985
 OJ0985  HISTORY     - Date     Condition        Report By
 OJ0985  HISTORY     - 1977     MONUMENTED       NGS
 OJ0985  HISTORY     - 19970526 MARK NOT FOUND   USPSQD
 OJ0985
 OJ0985                          STATION DESCRIPTION
 OJ0985
 OJ0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 OJ0985'THE STATION IS LOCATED ABOUT 9-1/2 MILES WEST-NORTHWEST
 OJ0985'OF IMLAY CITY, 7-1/2 MILES NORTH-NORTHEAST OF METAMORA,
 OJ0985'2.8 MILES EAST OF LAPEER.
 OJ0985'
 OJ0985'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 OJ0985'21 AND 24 AT THE WEST EDGE OF LAPEER, GO EAST
 OJ0985'ON STATE HIGHWAY 21 FOR 2.8 MILES TO A SIDEROAD RIGHT.
 OJ0985'(MAPLE GROVE ROAD.) CONTINUE EAST ON STATE HIGHWAY 21 FOR
 OJ0985'0.35 MILE TO THE MARK ON THE LEFT.
 OJ0985'
 OJ0985'AZIMUTH MARK, STAMPED---MAPLE 1977---, A STANDARD DISK SET IN
 OJ0985'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.
 OJ0985'IT IS 59.5 FEET NORTH OF CENTER OF THE HIGHWAY, 23 FEET WEST
 OJ0985'OF A POWERLINE POLE, AND 3 FEET EAST OF A METAL WITNESS POST.
 OJ0985'
 OJ0985'AN EDM TRAVERSE TIE WAS MADE TO TRAVERSE STATION MAPLE.
 OJ0985'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 OJ0985'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
 OJ0985'DESCRIBED BY D.R. TYLER
 OJ0985
 OJ0985                          STATION RECOVERY (1997)
 OJ0985
 OJ0985'RECOVERY NOTE BY US POWER SQUADRON 1997
 OJ0985'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1111 ***********************************************************************
 RJ1111  DESIGNATION -  MAPLE HILL
 RJ1111  PID         -  RJ1111
 RJ1111  STATE/COUNTY-  MI/MACKINAC
 RJ1111  USGS QUAD   -  OZARK NE (1964)
 RJ1111
 RJ1111                         *CURRENT SURVEY CONTROL
 RJ1111  ___________________________________________________________________
 RJ1111* NAD 83(1994)-  46 09 28.14643(N)    084 47 04.01182(W)     ADJUSTED  
 RJ1111* NAVD 88     -       305.2    (meters)    1001.     (feet)  VERTCON   
 RJ1111  ___________________________________________________________________
 RJ1111  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 RJ1111  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 RJ1111
 RJ1111  HORZ ORDER  -  FIRST
 RJ1111
 RJ1111.The horizontal coordinates were established by classical geodetic methods
 RJ1111.and adjusted by the National Geodetic Survey in February 1997..
 RJ1111
 RJ1111.The NAVD 88 height was computed by applying the VERTCON shift value to
 RJ1111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 RJ1111
 RJ1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1111
 RJ1111.The geoid height was determined by GEOID03.
 RJ1111
 RJ1111;                    North         East     Units Scale Factor Converg.
 RJ1111;SPC MI N     -   155,156.865 8,171,096.909   MT  0.99990530   +1 36 05.0
 RJ1111;SPC MI N     -   509,044.83 26,808,060.73   iFT  0.99990530   +1 36 05.0
 RJ1111;UTM  16      - 5,113,968.522   671,065.273   MT  0.99995974   +1 35 54.1
 RJ1111
 RJ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1111!SPC MI N     -   0.99995773  x   0.99990530  =   0.99986303
 RJ1111!UTM  16      -   0.99995773  x   0.99995974  =   0.99991747
 RJ1111
 RJ1111|---------------------------------------------------------------------|
 RJ1111| PID    Reference Object                     Distance      Geod. Az  |
 RJ1111|                                                           dddmmss.s |
 RJ1111| CH1379 MAPLE HILL RM 2                      12.742 METERS 08926     |
 RJ1111| RJ1112 MAPLE HILL MICROWAVE MAST           164.947 METERS 15423     |
 RJ1111| QK0729 STRAITS MACKINAC BRG NW TWR LT      APPROX.37.8 KM 1731543.0 |
 RJ1111| QK0738 STRAITS MACKINAC BRG SW TWR LT      APPROX.38.9 KM 1733807.6 |
 RJ1111| QK0774 MORAN MICROWAVE TOWER               APPROX.21.1 KM 1755846.1 |
 RJ1111| QK0776 MORAN LOOKOUT TOWER 1965            APPROX.18.2 KM 1921804.9 |
 RJ1111| RJ1113 MAPLE HILL LOOKOUT TOWER 1961        18.737 METERS 19536     |
 RJ1111| CH1380 MAPLE HILL RM 4                      15.875 METERS 27906     |
 RJ1111| RJ1120 TROUT LAKE UP MICROWAVE             APPROX.12.9 KM 2850245.4 |
 RJ1111| RJ1172 ECKERMAN                            APPROX.27.2 KM 3183346.0 |
 RJ1111|---------------------------------------------------------------------|
 RJ1111
 RJ1111                          SUPERSEDED SURVEY CONTROL
 RJ1111
 RJ1111  NAD 83(1986)-  46 09 28.13938(N)    084 47 04.00948(W) AD(       ) 1
 RJ1111  NAD 27      -  46 09 28.08644(N)    084 47 03.80497(W) AD(       ) 1
 RJ1111  NGVD 29 (07/19/86)  305.2    (m)         1001.     (f) VERT ANG       
 RJ1111
 RJ1111.Superseded values are not recommended for survey control.
 RJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1111.See file dsdata.txt to determine how the superseded data were derived.
 RJ1111
 RJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7106513969(NAD 83)
 RJ1111
 RJ1111  HISTORY     - Date     Condition        Report By
 RJ1111  HISTORY     - 1896     MONUMENTED       USLS
 RJ1111  HISTORY     - 1917     SEE DESCRIPTION  USLS
 RJ1111  HISTORY     - 1949     SEE DESCRIPTION  USLS
 RJ1111  HISTORY     - 1961     SEE DESCRIPTION  CGS
 RJ1111  HISTORY     - 1965     SEE DESCRIPTION  CGS
 RJ1111  HISTORY     - 1975     GOOD             NGS
 RJ1111  HISTORY     - 19950703 GOOD             USPSQD
 RJ1111
 RJ1111                          STATION DESCRIPTION
 RJ1111
 RJ1111'DESCRIBED BY US LAKE SURVEY 1917
 RJ1111'IN NE 1/4 SEC. 3, T. 43 N., R. 4 W., BREVORT TOWNSHIP, NEAR NORTH
 RJ1111'EDGE OF LIME STONE RIDGE.
 RJ1111'MARKED BY LEAD PLUG IN SOLID ROCK.  REFERENCE MARKS ARE CROSSES,
 RJ1111'NEAR INSCRIBED LETTERS U. S.,
 RJ1111'CUT IN ROCK ON EDGES OF LEDGE.  ONE IS 27.5 FEET
 RJ1111'FROM STATION ON BEARING N. 10 DEG W., OTHER IS
 RJ1111'26.5 FEET DISTANT ON BEARING N. 75 DEG 30 MIN E.
 RJ1111
 RJ1111                          STATION RECOVERY (1949)
 RJ1111
 RJ1111'RECOVERY NOTE BY US LAKE SURVEY 1949
 RJ1111'STATION AND REFERENCES RECOVERED IN GOOD CONDITION.
 RJ1111'
 RJ1111'STATION IS LOCATED ON THE N EDGE AND HIGHEST POINT OF A
 RJ1111'GRASS-COVERED
 RJ1111'LIMESTONE RIDGE, IN A SMALL CLEARING SURROUNDED BY
 RJ1111'BEECH AND MAPLE TREES.  MARKED
 RJ1111'BY A 3/16-IN. HOLE IN AN EQUILATERAL
 RJ1111'TRIANGLE INSCRIBED ON TOP OF A 3/8-IN. BRASS ROD
 RJ1111'LEADED INTO
 RJ1111'LEDGE ROCK, PROJECTING 1/2 IN. ABOVE THE ROCK, AND ABOUT 1-1/2 FT.
 RJ1111'S OF AN E-W
 RJ1111'FAULT IN THE ROCK.
 RJ1111'
 RJ1111'REFERENCE 1 (1896) IS NEAR THE W END OF THE RIDGE, IN THE
 RJ1111'EDGE OF THE UPPER
 RJ1111'LEDGE, BEING A CROSS CUT IN A ROCK WITH THE LETTERS
 RJ1111'US CUT NEAR IT, BEARS N 74 DEG 10
 RJ1111'MIN W, 26.5 FT. FROM THE STATION.
 RJ1111'
 RJ1111'REFERENCE 2 (1949) IS IN LEDGE ROCK JUST W OF THE UPPER LEDGE
 RJ1111'OF THE RIDGE,
 RJ1111'ABOUT 4 FT. LOWER THAN THE STATION, BEING A BRONZE
 RJ1111'DISK, SET IN A DRILL HOLE IN A
 RJ1111'ROCK, BEARS N 88 DEG 17 MIN W, 41.8 FT. FROM THE STATION.
 RJ1111'
 RJ1111'REFERENCE 3 (1896) IS NEAR THE N END OF THE RIDGE, IN THE
 RJ1111'EDGE OF THE UPPER
 RJ1111'LEDGE, BEING A CROSS CUT IN A ROCK WITH THE LETTERS
 RJ1111'US CUT NEAR IT, BEARS S 8 DEG 50 MIN
 RJ1111'E, 27.4 FT. FROM THE STATION.
 RJ1111'
 RJ1111'SE LEG OF MAPLE HILL LOOKOUT TOWER BEARS S 4 DEG 09 MIN W, 70.4 FT.
 RJ1111'FROM THE STATION,
 RJ1111'NE LEG OF TOWER BEARS S 6 DEG 05 MIN W, 48.7 FT. FROM
 RJ1111'THE STATION, AND SW LEG OF THE TOWER
 RJ1111'BEARS S 22 DEG 02 MIN W, 75.2 FT. FROM THE STATION.
 RJ1111'
 RJ1111'TO REACH FROM THE FIBRE POST OFFICE ON M-48, PROCEED S AND W
 RJ1111'FOR 5.4 MI. TO THE
 RJ1111'JUNCTION WITH A ROAD S, THENCE S FOR 2.5 MI.
 RJ1111'TO THE JUNCTION WITH MAPLE HILL
 RJ1111'LOOKOUT TOWER ROAD, THENCE LEFT
 RJ1111'FOR 0.4 MI. TO THE TOWER AND STATION.
 RJ1111
 RJ1111                          STATION RECOVERY (1961)
 RJ1111
 RJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ1111'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF TROUT LAKE,
 RJ1111'5 MILES SOUTHWEST
 RJ1111'OF THE SMALL SETTLEMENT OF FIBRE, 1-1/2 MILES NORTHEAST
 RJ1111'OF EAST LAKE AND IS NEAR THE NORTH
 RJ1111'END OF A WOODED LIME STONE RIDGE.  JUST
 RJ1111'NORTH OF THE MAPLE HILL LOOKOUT TOWER.
 RJ1111'
 RJ1111'TO REACH THE STATION FROM THE RAILROAD CROSSING AND POST OFFICE IN
 RJ1111'THE VILLAGE OF
 RJ1111'FIBRE, GO SOUTH THEN WEST OF STATE HIGHWAY 48 FOR 5.3 MILES TO
 RJ1111'A SIDE ROAD LEFT AT SIGN
 RJ1111'MAPLE HILL LOOKOUT TOWER, TURN LEFT (SOUTHERLY)
 RJ1111'ON GRADED ROAD FOR 2.45 MILES TO A SIDE
 RJ1111'ROAD LEFT, TURN LEFT UP GRADE FOR
 RJ1111'0.45 MILE TO THE STATION JUST NORTH OF THE MAPLE HILL
 RJ1111'LOOKOUT TOWER.
 RJ1111'
 RJ1111'STATION MARK IS A 3/16 INCH BRASS ROD LEADED IN A DRILL HOLE IN TOP
 RJ1111'OF A LARGE FLAT
 RJ1111'ROCK AND THE ROD PROJECTS ABOUT 1 INCH ABOVE THE ROCK.
 RJ1111'THE MARK IS 55.5 FEET
 RJ1111'NORTH-NORTHEAST OF THE NORTHWEST LEG OF LOOKOUT TOWER,
 RJ1111'50.6 FEET EAST-SOUTHEAST OF A WITNESS
 RJ1111'POST, 48.6 FEET NORTH OF THE NORTHEAST
 RJ1111'LEG OF LOOKOUT TOWER, 30.5 FEET WEST-SOUTHWEST OF A
 RJ1111'TRIANGLE BLAZED
 RJ1111'TREE AND 26 FEET NORTH OF A LARGE TREE.
 RJ1111'
 RJ1111'REFERENCE MARK (NO NUMBER) IS A U.S. CORPS OF ENGINEERS BRONZE
 RJ1111'DISK SET IN A
 RJ1111'DRILL HOLE IN TOP OF A LARGE ROCK AND IS STAMPED MAPLE HILL
 RJ1111'1896 USLS.  THE MARK IS 68.5
 RJ1111'FEET NORTHEAST OF THE NORTHEAST LEG OF
 RJ1111'LOOKOUT TOWER, 15.5 FEET SOUTHEAST OF A
 RJ1111'TRIANGLE BLAZED TREE.
 RJ1111'
 RJ1111'REFERENCE MARK NO. 4, IS A STANDARD REFERENCE DISK SET IN TOP OF A
 RJ1111'LARGE FLAT ROCK
 RJ1111'AND IS STAMPED MAPLE HILL NO 4 USLS 1961.  THE MARK IS
 RJ1111'62 FEET NORTHWEST OF THE NORHTWEST
 RJ1111'LEG OF LOOKOUT TOWER, 57.5 FEET NORTHWEST
 RJ1111'OF A LARGE TREE AND 1.2 FEET NORTHWEST OF A WITNESS
 RJ1111'POST.
 RJ1111'
 RJ1111'NO SUITABLE PLACE WAS FOUND FOR AN AZIMUTH MARK.
 RJ1111'
 RJ1111'THE ORIGINAL REFERENCE MARKS WERE NOT RECOVERED BY THIS PARTY.
 RJ1111'
 RJ1111'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 RJ1111
 RJ1111                          STATION RECOVERY (1965)
 RJ1111
 RJ1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1111'THE STATION, REFERENCE MARKS 2 AND 4 WERE RECOVERED IN GOOD
 RJ1111'CONDITION.  THE
 RJ1111'DISTANCES TO THE REFERENCE MARKS CHECKED.  THE DIRECTION TO
 RJ1111'REFERENCE MARK 2 WAS
 RJ1111'FOUND TO BE 2 MINUTES AND 23 SECONDS HIGHER THAN
 RJ1111'THE PREVIOUS DIRECTION.  THE DIRECTION
 RJ1111'TO REFERENCE MARK 4 WAS FOUND TO
 RJ1111'BE 1 MINUTE AND 03 SECONDS LOWER THAN THE PREVIOUS
 RJ1111'DIRECTION.  A NEW DESCRIPTION FOLLOWS-
 RJ1111'
 RJ1111'THE STATION IS LOCATED ABOUT 9 MILES EAST-SOUTHEAST OF TROUT LAKE,
 RJ1111'5 MILES SOUTHWEST
 RJ1111'OF THE SMALL SETTLEMENT OF FIBRE, 1-1/2 MILES NORTHEAST
 RJ1111'OF EAST LAKE, AT THE NORTH END OF A
 RJ1111'WOODED LIMESTONE RIDGE, JUST NORTH
 RJ1111'OF THE MAPLE HILL LOOKOUT TOWER.
 RJ1111'
 RJ1111'TO REACH THE STATION FROM THE POST OFFICE, JUST SOUTH OF A RAILROAD
 RJ1111'CROSSING, IN THE
 RJ1111'SMALL VILLAGE OF FIBRE, GO SOUTH THEN WEST ON A PAVED
 RJ1111'ROAD FOR 5.3 MILES TO A SIDE ROAD
 RJ1111'LEFT AT SIGN MAPLE HILL TOWER 2.
 RJ1111'TURN LEFT AND GO SOUTH THEN SOUTHEAST ON A GRAVELED
 RJ1111'ROAD FOR 2.4 MILES
 RJ1111'TO A SIDE ROAD LEFT AT SIGN MAPLE HILL TOWER 1/4.  TURN LEFT AND GO
 RJ1111'SOUTHEAST, EAST
 RJ1111'AND NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO THE STATION,
 RJ1111'JUST NORTH OF THE LOOKOUT TOWER.
 RJ1111'
 RJ1111'STATION MARK IS A 3/16 INCH BRASS ROD LEADED IN A DRILLED HOLE IN
 RJ1111'THE TOP OF A LARGE
 RJ1111'FLAT LIMESTONE ROCK AND THE ROD PROJECTS ABOUT 1 INCH
 RJ1111'ABOVE THE ROCK.  IT IS 55.4 FEET
 RJ1111'NORTHEAST OF THE NORTHWEST LEG OF THE
 RJ1111'LOOKOUT TOWER, 49 FEET NORTH-NORTHEAST OF THE
 RJ1111'NORTHEAST LEG OF THE LOOKOUT
 RJ1111'TOWER, 30 FEET SOUTHWEST OF A TRIPLE TRUNKED 18 INCH ELM TREE
 RJ1111'WITH A SMALL
 RJ1111'DIM TRIANGULAR BLAZE ON THE SOUTH SIDE, AND 26 FEET NORTH-NORTHEAST
 RJ1111'OF A 24 INCH ELM TREE.
 RJ1111'
 RJ1111'REFERENCE MARK NO. 2 IS A STANDARD CORPS OF ENGINEERS U.S. LAKE
 RJ1111'SURVEY REFERENCE
 RJ1111'MARK DISK STAMPED MAPLE HILL 1896 NO 2 41.80 (FEET),
 RJ1111'CEMENTED IN A DRILLED HOLE IN A
 RJ1111'LARGE LIMESTONE ROCK.  IT IS 68 FEET
 RJ1111'NORTHEAST OF THE NORTHEAST LEG OF THE LOOKOUT
 RJ1111'TOWER, 53 FEET EAST-NORTHEAST
 RJ1111'OF THE 24 INCH ELM TREE, AND 15 FEET SOUTHEAST OF THE TRIPLE
 RJ1111'TRUNKED 18 INCH ELM TREE.
 RJ1111'
 RJ1111'REFERENCE MARK NO. 4 IS A STANDARD DISK STAMPED MAPLE HILL NO 4
 RJ1111'USLS 1961,
 RJ1111'CEMENTED IN A DRILLED HOLE IN THE TOP OF A LARGE LIMESTONE
 RJ1111'ROCK.  IT IS 61.4 FEET
 RJ1111'NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT
 RJ1111'TOWER, 28 FEET NORTHEAST OF A TWIN
 RJ1111'TRUNKED 8 INCH MAPLE TREE, 25
 RJ1111'FEET SOUTH OF A 14 INCH ELM TREE, AND 1.5 FEET
 RJ1111'NORHTWEST OF A METAL WITNESS POST.
 RJ1111'
 RJ1111'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 RJ1111
 RJ1111                          STATION RECOVERY (1975)
 RJ1111
 RJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW)
 RJ1111'STATION MARK AND REFERENCE MARKS 2 AND 4 WERE RECOVERED IN GOOD
 RJ1111'CONDITION.  A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE MARKS
 RJ1111'AND WERE FOUND ADEQUATE.  THE LOCATION AND ROUTE TO THE STATION ARE
 RJ1111'ADEQUATE.  THE MAPLE HILL LOOKOUT TOWER MENTIONED IN THE 1965
 RJ1111'DESCRIPTION IS NOW DESTROYED.  THE 1965 DESCRIPTION IS ENTIRELY
 RJ1111'ADEQUATE.
 RJ1111'
 RJ1111'NO MEASUREMENT BETWEEN RMS DUE TO SAND BAGS ON TOWER LEGS AND TREES
 RJ1111'ON LINE.  NO SUITABLE PLACE FOUND TO ESTABLISH AN AZIMUTH MARK.
 RJ1111'
 RJ1111'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 RJ1111'EAST-SOUTHEAST OF TROUT LAKE.
 RJ1111'
 RJ1111'HEIGHT OF LIGHT ABOVE STATION MARK 88.5 FEET.
 RJ1111
 RJ1111                          STATION RECOVERY (1995)
 RJ1111
 RJ1111'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1112 ***********************************************************************
 RJ1112  DESIGNATION -  MAPLE HILL MICROWAVE MAST
 RJ1112  PID         -  RJ1112
 RJ1112  STATE/COUNTY-  MI/MACKINAC
 RJ1112  USGS QUAD   -  OZARK NE (1964)
 RJ1112
 RJ1112                         *CURRENT SURVEY CONTROL
 RJ1112  ___________________________________________________________________
 RJ1112* NAD 83(1994)-  46 09 23.32906(N)    084 47 00.68900(W)     ADJUSTED  
 RJ1112* NAVD 88     -                                                        
 RJ1112  ___________________________________________________________________
 RJ1112  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 RJ1112  GEOID HEIGHT-         -35.54  (meters)                     GEOID03
 RJ1112
 RJ1112  HORZ ORDER  -  THIRD
 RJ1112
 RJ1112.The horizontal coordinates were established by classical geodetic methods
 RJ1112.and adjusted by the National Geodetic Survey in February 1997..
 RJ1112
 RJ1112
 RJ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1112
 RJ1112.The geoid height was determined by GEOID03.
 RJ1112
 RJ1112;                    North         East     Units Scale Factor Converg.
 RJ1112;SPC MI N     -   155,010.188 8,171,172.328   MT  0.99990535   +1 36 07.4
 RJ1112;SPC MI N     -   508,563.61 26,808,308.16   iFT  0.99990535   +1 36 07.4
 RJ1112;UTM  16      - 5,113,821.833   671,140.689   MT  0.99996006   +1 35 56.3
 RJ1112
 RJ1112                          SUPERSEDED SURVEY CONTROL
 RJ1112
 RJ1112  NAD 83(1986)-  46 09 23.32223(N)    084 47 00.68634(W) AD(       ) 4
 RJ1112  NAD 27      -  46 09 23.25907(N)    084 47 00.47337(W) AD(       ) 3
 RJ1112
 RJ1112.Superseded values are not recommended for survey control.
 RJ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1112.See file dsdata.txt to determine how the superseded data were derived.
 RJ1112
 RJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFS7114113822(NAD 83)
 RJ1112
 RJ1112  HISTORY     - Date     Condition        Report By
 RJ1112  HISTORY     - 1961     MONUMENTED       CGS
 RJ1112  HISTORY     - 19950703 GOOD             USPSQD
 RJ1112
 RJ1112                          STATION DESCRIPTION
 RJ1112
 RJ1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (CAA)
 RJ1112'THE STATION IS LOCATED NEAR THE NORTH EDGE OF A WOODED LIME STONE
 RJ1112'RIDGE, ABOUT 10 MILES EAST OF
 RJ1112'TROUT LAKE, 5 MILES SOUTHWEST OF THE SMALL SETTLEMENT OF FIBRE, 2
 RJ1112'MILES SOUTH OF STATE HIGHWAY 48
 RJ1112'AND 0.1 MILE SOUTH OF THE MAPLE HILL LOOKOUT TOWER.
 RJ1112'
 RJ1112'TO REACH FROM THE SMALL SETTLEMENT OF FIBRE, GO SOUTH THEN WEST ON
 RJ1112'STATE HIGHWAY 48 FOR 5.4
 RJ1112'MILES TO A SIDE ROAD LEFT AT SIGN MAPLE HILL LOOKOUT TOWER, TURN LEFT
 RJ1112'(SOUTH) FOR 2.5 MILES TO A SIDE ROAD
 RJ1112'LEFT, TURN LEFT UP GRADE FOR 0.4 MILE TO THE STATION ON THE RIGHT.
 RJ1112'
 RJ1112'IT IS A STEEL STRUCTURE, APPROXIMATELY 75 FEET HIGH, PAINTED ORANGE
 RJ1112'AND WHITE AND HAS TWO
 RJ1112'REFLECTORS AT THE TOP AND BOTTOM OF MAST.
 RJ1112'
 RJ1112'THE POINT INTERSECTED WAS THE TOP AND CENTER OF MAST.
 RJ1112
 RJ1112                          STATION RECOVERY (1995)
 RJ1112
 RJ1112'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0300 ***********************************************************************
 RJ0300  DESIGNATION -  MAR
 RJ0300  PID         -  RJ0300
 RJ0300  STATE/COUNTY-  MI/MACKINAC
 RJ0300  USGS QUAD   -  PONTCHARTRAIN SHORES (1975)
 RJ0300
 RJ0300                         *CURRENT SURVEY CONTROL
 RJ0300  ___________________________________________________________________
 RJ0300* NAD 83(1986)-  46 01 26.     (N)    084 32 39.     (W)     SCALED    
 RJ0300* NAVD 88     -       177.882  (meters)     583.60   (feet)  ADJUSTED  
 RJ0300  ___________________________________________________________________
 RJ0300  GEOID HEIGHT-         -35.79  (meters)                     GEOID03
 RJ0300  DYNAMIC HT  -         177.888 (meters)     583.62  (feet)  COMP
 RJ0300  MODELED GRAV-     980,644.4   (mgal)                       NAVD 88
 RJ0300
 RJ0300  VERT ORDER  -  FIRST     CLASS 0
 RJ0300
 RJ0300.The horizontal coordinates were scaled from a topographic map and have
 RJ0300.an estimated accuracy of +/- 6 seconds.
 RJ0300
 RJ0300.The orthometric height was determined by differential leveling
 RJ0300.and adjusted by the National Geodetic Survey in June 1991..
 RJ0300
 RJ0300.The geoid height was determined by GEOID03.
 RJ0300
 RJ0300.The dynamic height is computed by dividing the NAVD 88
 RJ0300.geopotential number by the normal gravity value computed on the
 RJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0300.degrees latitude (g = 980.6199 gals.).
 RJ0300
 RJ0300.The modeled gravity was interpolated from observed gravity values.
 RJ0300
 RJ0300;                    North         East    Units  Estimated Accuracy
 RJ0300;SPC MI N     -   140,830.    8,190,110.      MT  (+/- 180 meters Scaled)
 RJ0300
 RJ0300                          SUPERSEDED SURVEY CONTROL
 RJ0300
 RJ0300.No superseded survey control is available for this station.
 RJ0300
 RJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR900996(NAD 83)
 RJ0300_MARKER: B = BOLT
 RJ0300_SETTING: 30 = SET IN A LIGHT STRUCTURE
 RJ0300_SP_SET: CULVERT
 RJ0300_MARK LOGO: NONE  
 RJ0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 RJ0300
 RJ0300  HISTORY     - Date     Condition        Report By
 RJ0300  HISTORY     - 1972     MONUMENTED       NOS
 RJ0300  HISTORY     - 1972     GOOD             USLS
 RJ0300  HISTORY     - 1983     GOOD             NGS
 RJ0300  HISTORY     - 19940727 MARK NOT FOUND   USPSQD
 RJ0300  HISTORY     - 19950703 GOOD             USPSQD
 RJ0300  HISTORY     - 19950711 MARK NOT FOUND   USPSQD
 RJ0300  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RJ0300
 RJ0300                          STATION DESCRIPTION
 RJ0300
 RJ0300'DESCRIBED BY US LAKE SURVEY 1972
 RJ0300'5.9 MI W FROM HESSEL.
 RJ0300'MAR IS IN MACKINAC COUNTY, MICHIGAN, 5.86 MILES WEST OF THE
 RJ0300'INTERSECTION OF 3 MILES ROAD (CO. RD. 130) AND HIGHWAY M-134
 RJ0300'AT HESSEL, 0.9 MILE EAST OF NUNNS CREEKS, 40 FEET SOUTH OF DITCH,
 RJ0300'30.4 FEET NORTH OF CENTERLINE OF HIGHWAY M-134, 6.7 FEET WEST
 RJ0300'OF EAST EDGE OF CULVERT, 2.0 FEET NORTHEAST OF MARKER POST,
 RJ0300'1.1 FEET WEST OF EAST EDGE OF CULVERT, BEING HIGHEST POINT ON
 RJ0300'TOP OF 7/16-INCH DIAMETER BRASS BOLT SET INTO THE CONCRETE
 RJ0300'CULVERT.
 RJ0300
 RJ0300                          STATION RECOVERY (1983)
 RJ0300
 RJ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0300'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  10.0 KM
 RJ0300'(6.20 MI) WEST ALONG STATE HIGHWAY 134 FROM THE JUNCTION OF COUNTY
 RJ0300'ROAD 130 IN HESSEL, ALSO 1.4 KM (0.9 MI) EAST OF NUNNS CREEK ROAD
 RJ0300'(COUNTY ROAD 222), THE HIGHEST POINT ON TOP OF A 7/16-INCH DIAMETER
 RJ0300'BRASS BOLT, SET IN THE SOUTH END OF CONCRETE CULVERT, 9.26 METERS
 RJ0300'(30.4 FT) NORTH OF CENTERLINE OF HIGHWAY, 0.60 METERS (2.0 FT)
 RJ0300'NORTHEAST OF MARKER POST, 0.33 METERS (1.1 FT) EAST OF THE WEST EDGE
 RJ0300'OF CULVERT.
 RJ0300'THE MARK IS 1.2 M BELOW HIGHWAY.
 RJ0300
 RJ0300                          STATION RECOVERY (1994)
 RJ0300
 RJ0300'RECOVERY NOTE BY US POWER SQUADRON 1994
 RJ0300'MARK NOT FOUND.
 RJ0300
 RJ0300                          STATION RECOVERY (1995)
 RJ0300
 RJ0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0300'RECOVERED IN GOOD CONDITION.
 RJ0300
 RJ0300                          STATION RECOVERY (1995)
 RJ0300
 RJ0300'RECOVERY NOTE BY US POWER SQUADRON 1995
 RJ0300'MARK NOT FOUND.
 RJ0300
 RJ0300                          STATION RECOVERY (2001)
 RJ0300
 RJ0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RJ0300'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ0187 ***********************************************************************
 RJ0187  DESIGNATION -  MARA
 RJ0187  PID         -  RJ0187
 RJ0187  STATE/COUNTY-  MI/CHIPPEWA
 RJ0187  USGS QUAD   -  OAK RIDGE (1976)
 RJ0187
 RJ0187                         *CURRENT SURVEY CONTROL
 RJ0187  ___________________________________________________________________
 RJ0187* NAD 83(1986)-  46 17 18.     (N)    084 12 31.     (W)     SCALED    
 RJ0187* NAVD 88     -       179.713  (meters)     589.61   (feet)  ADJUSTED  
 RJ0187  ___________________________________________________________________
 RJ0187  GEOID HEIGHT-         -36.50  (meters)                     GEOID03
 RJ0187  DYNAMIC HT  -         179.722 (meters)     589.64  (feet)  COMP
 RJ0187  MODELED GRAV-     980,664.7   (mgal)                       NAVD 88
 RJ0187
 RJ0187  VERT ORDER  -  FIRST     CLASS I
 RJ0187
 RJ0187.The horizontal coordinates were scaled from a topographic map and have
 RJ0187.an estimated accuracy of +/- 6 seconds.
 RJ0187
 RJ0187.The orthometric height was determined by differential leveling
 RJ0187.and adjusted by the National Geodetic Survey in June 1991..
 RJ0187
 RJ0187.The geoid height was determined by GEOID03.
 RJ0187
 RJ0187.The dynamic height is computed by dividing the NAVD 88
 RJ0187.geopotential number by the normal gravity value computed on the
 RJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 RJ0187.degrees latitude (g = 980.6199 gals.).
 RJ0187
 RJ0187.The modeled gravity was interpolated from observed gravity values.
 RJ0187
 RJ0187;                    North         East    Units  Estimated Accuracy
 RJ0187;SPC MI N     -   171,060.    8,215,040.      MT  (+/- 180 meters Scaled)
 RJ0187
 RJ0187                          SUPERSEDED SURVEY CONTROL
 RJ0187
 RJ0187  NGVD 29 (??/??/92)  179.79   (m)          589.9    (f) COMPUTED    1 1
 RJ0187
 RJ0187.Superseded values are not recommended for survey control.
 RJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ0187.See file dsdata.txt to determine how the superseded data were derived.
 RJ0187
 RJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGS150298(NAD 83)
 RJ0187_MARKER: Z = SEE DESCRIPTION
 RJ0187_SETTING: 80 = SET IN A BOULDER
 RJ0187_SP_SET: BOULDER
 RJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ0187+STABILITY: SURFACE MOTION
 RJ0187
 RJ0187  HISTORY     - Date     Condition        Report By
 RJ0187  HISTORY     - 1969     MONUMENTED       RBNF
 RJ0187  HISTORY     - 1969     GOOD             USLS
 RJ0187  HISTORY     - 1983     MARK NOT FOUND   NGS
 RJ0187
 RJ0187                          STATION DESCRIPTION
 RJ0187
 RJ0187'DESCRIBED BY US LAKE SURVEY 1969
 RJ0187'AT NEEBISH ISLAND.
 RJ0187'MARA IS ON THE EAST SIDE OF NEEBISH ISLAND, CHIPPEWA COUNTY,
 RJ0187'MICHIGAN, ABOUT 740 FEET EAST OF NEEBISH ISLAND FERRY DOCK,
 RJ0187'83.7 FEET EAST OF A UTILITY POLE, 88.2 FEET NORTHEAST OF
 RJ0187'NORTHWEST CORNER OF TARPAPER DWELLING, 57.9 FEET NORTH OF NORTH
 RJ0187'CORNER OF CONCRETE BASE OF GAS PUMP, 26 FEET NORTH OF CENTERLINE
 RJ0187'OF 15 MILE ROAD, 19.7 FEET WEST OF A UTILITY POLE, 1-FOOT
 RJ0187'ABOVE THE GROUND, BEING HIGHEST POINT IN A 2-INCH SQUARE CUT
 RJ0187'IN TOP OF A 3 X 3 FOOT BOULDER.
 RJ0187
 RJ0187                          STATION RECOVERY (1983)
 RJ0187
 RJ0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 RJ0187'NOT RECOVERED, ACCORDING TO LOCAL RESIDENT MARK HAS BEEN GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RJ1246 ***********************************************************************
 RJ1246  DESIGNATION -  MARAIS
 RJ1246  PID         -  RJ1246
 RJ1246  STATE/COUNTY-  MI/ALGER
 RJ1246  USGS QUAD   -  GRAND MARAIS (1968)
 RJ1246
 RJ1246                         *CURRENT SURVEY CONTROL
 RJ1246  ___________________________________________________________________
 RJ1246* NAD 83(1994)-  46 38 53.74992(N)    085 58 22.80105(W)     ADJUSTED  
 RJ1246* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 RJ1246  ___________________________________________________________________
 RJ1246  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 RJ1246  GEOID HEIGHT-         -35.90  (meters)                     GEOID03
 RJ1246
 RJ1246  HORZ ORDER  -  SECOND
 RJ1246
 RJ1246.The horizontal coordinates were established by classical geodetic methods
 RJ1246.and adjusted by the National Geodetic Survey in February 1997..
 RJ1246
 RJ1246.The orthometric height was scaled from a topographic map.
 RJ1246
 RJ1246.The Laplace correction was computed from DEFLEC99 derived deflections.
 RJ1246
 RJ1246.The geoid height was determined by GEOID03.
 RJ1246
 RJ1246;                    North         East     Units Scale Factor Converg.
 RJ1246;SPC MI N     -   207,787.431 8,078,612.345   MT  0.99992288   +0 44 32.3
 RJ1246;SPC MI N     -   681,717.29 26,504,633.68   iFT  0.99992288   +0 44 32.3
 RJ1246;UTM  16      - 5,166,590.342   578,588.923   MT  0.99967591   +0 44 48.6
 RJ1246
 RJ1246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RJ1246!SPC MI N     -   0.99995954  x   0.99992288  =   0.99988242
 RJ1246!UTM  16      -   0.99995954  x   0.99967591  =   0.99963546
 RJ1246
 RJ1246:                Primary Azimuth Mark                     Grid Az
 RJ1246:SPC MI N     -  GRAND MARAIS HBR REFUGE OUT LT           000 27 02.5
 RJ1246:UTM  16      -  GRAND MARAIS HBR REFUGE OUT LT           000 26 46.2
 RJ1246
 RJ1246|---------------------------------------------------------------------|
 RJ1246| PID    Reference Object                     Distance      Geod. Az  |
 RJ1246|                                                           dddmmss.s |
 RJ1246| RJ1243 GRAND MARAIS HBR REFUGE OUT LT      APPROX. 3.9 KM 0011134.8 |
 RJ1246| RJ1245 GRAND MARAIS HBR REFUGE IN LT       APPROX. 3.2 KM 0022157.0 |
 RJ1246| CH1383 MARAIS RM 1                          24.227 METERS 19917     |
 RJ1246| RK0608 GYPSY LAKE USAF RADAR DOME          APPROX.12.2 KM 2033422.3 |
 RJ1246| RK0606 GYPSY                               APPROX.12.3 KM 2054733.7 |
 RJ1246| CH1384 MARAIS RM 2                          20.063 METERS 28712     |
 RJ1246|---------------------------------------------------------------------|
 RJ1246
 RJ1246                          SUPERSEDED SURVEY CONTROL
 RJ1246
 RJ1246  NAD 83(1986)-  46 38 53.74423(N)    085 58 22.79779(W) AD(       ) 2
 RJ1246  NAD 27      -  46 38 53.81248(N)    085 58 22.18762(W) AD(       ) 2
 RJ1246
 RJ1246.Superseded values are not recommended for survey control.
 RJ1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RJ1246.See file dsdata.txt to determine how the superseded data were derived.
 RJ1246
 RJ1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TES7858966590(NAD 83)
 RJ1246_MARKER: DS = TRIANGULATION STATION DISK
 RJ1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RJ1246_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 RJ1246_STAMPING: MARAIS 1965
 RJ1246_MARK LOGO: CGS   
 RJ1246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 RJ1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RJ1246+STABILITY: SURFACE MOTION
 RJ1246
 RJ1246  HISTORY     - Date     Condition        Report By
 RJ1246  HISTORY     - 1965     MONUMENTED       CGS
 RJ1246  HISTORY     - 19960605 POOR             MI-003
 RJ1246
 RJ1246                          STATION DESCRIPTION
 RJ1246
 RJ1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (LMC)
 RJ1246'THE STATION IS LOCATED ON A HIGH PROMINENT WOODED HILL, ABOUT 2 MILES
 RJ1246'SOUTH OF GRAND
 RJ1246'MARAIS, IN SECTION 18, T. 49 N., R. 13 W., AND ON PROPERTY
 RJ1246'OWNED BY MR. CARL OLSON, 528
 RJ1246'TAYLOR ROAD, REYNOLDSBURG, OHIO.
 RJ1246'
 RJ1246'TO REACH THE STATION FROM THE POST OFFICE IN GRAND MARAIS, GO
 RJ1246'EASTERLY ON
 RJ1246'RANDOLPH STREET ALONG THE LAKE FOR 0.7 MILE TO A SIDE ROAD RIGHT
 RJ1246'(ELLEN STREET).  TURN
 RJ1246'RIGHT AND GO SOUTH FOR 0.7 MILE TO A SIDE ROAD RIGHT
 RJ1246'AND A TRACK ROAD ON THE LEFT, AND BENCH
 RJ1246'MARK A 197 IN THE NORTHEAST ANGLE
 RJ1246'OF THE INTERSECTION.  CONTINUE SOUTH ON A GRAVELED ROAD
 RJ1246'FOR 0.15 MILE TO A
 RJ1246'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE TRACK ROAD
 RJ1246'ACROSS AN OPEN FIELD
 RJ1246'FOR 0.1 MILE TO THE EDGE OF THE WOODS AND A SMALL
 RJ1246'GRAVEL PIT.  TURN LEFT PASSING TO THE
 RJ1246'SOUTH SIDE OF THE GRAVEL PIT AND GO
 RJ1246'NORTHWEST UP HILL FOR 0.1 MILE TO THE TOP OF THE HILL
 RJ1246'AND AN OPEN FIELD.
 RJ1246'TURN RIGHT AND GO NORTH FOR 0.05 MILE TO THE NORTHEAST CORNER OF THE
 RJ1246'FIELD AND THE STATION.
 RJ1246'
 RJ1246'STATION MARKS ARE STANDARD DISKS STAMPED MARAIS 1965.  THE SURFACE
 RJ1246'DISK IS SET IN A
 RJ1246'ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS
 RJ1246'95 FEET NORTHEAST OF THE CENTER OF
 RJ1246'A 9-1/2 BY 3-1/2 FOOT CONCRETE SLAB THAT
 RJ1246'PROJECTS 14 INCHES, 61 FEET NORTHEAST OF AN 8 INCH
 RJ1246'BIRCH TREE, 20 FEET
 RJ1246'SOUTHWEST OF THE WEST EDGE OF THE WOODS, AND 5 FEET WEST OF A METAL
 RJ1246'WITNESS POST.  THE
 RJ1246'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 RJ1246'48 INCHES BELOW THE SURFACE
 RJ1246'OF THE GROUND.
 RJ1246'
 RJ1246'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED MARAIS NO 1 1965, IS
 RJ1246'SET IN A ROUND
 RJ1246'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 82 FEET
 RJ1246'SOUTHWEST OF THE METAL WITNESS
 RJ1246'POST, 65 FEET EAST OF THE CENTER OF THE
 RJ1246'CONCRETE SLAB, AND 46 FEET SOUTHEAST OF THE 8
 RJ1246'INCH BIRCH TREE.
 RJ1246'
 RJ1246'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MARAIS NO 2 1965, IS
 RJ1246'SET IN A ROUND
 RJ1246'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 71 FEET
 RJ1246'WEST OF THE METAL WITNESS POST,
 RJ1246'68 FEET NORTHEAST OF THE CENTER OF THE
 RJ1246'CONCRETE SLAB, 54 FEET NORTHWEST OF THE 8 INCH
 RJ1246'BIRCH TREE, AND 1 FOOT
 RJ1246'SOUTHEAST OF THE EDGE OF THE WOODS.
 RJ1246'
 RJ1246'BENCH MARK A 197 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 RJ1246'MARK DISK STAMPED
 RJ1246'A 197 1964, IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 RJ1246'WHICH PROJECTS 2 INCHES.  IT IS 48
 RJ1246'FEET NORTHEAST OF THE INTERSECTION
 RJ1246'OF THE GRAVELED ROAD SOUTH AND THE GRAVELED ROAD
 RJ1246'WEST, 16 FEET NORTH
 RJ1246'OF THE CENTER OF THE TRACK ROAD, 1.5 FEET EAST OF A WIRE FENCE, AND
 RJ1246'2 FEET SOUTH OF A
 RJ1246'METAL WITNESS POST.
 RJ1246'
 RJ1246'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 RJ1246
 RJ1246                          STATION RECOVERY (1996)
 RJ1246
 RJ1246'RECOVERY NOTE BY ALGER COUNTY MICHIGAN 1996 (RLJ)
 RJ1246'STATION WAS RECOVERED AS DESCRIBED, BUT IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0345 ***********************************************************************
 QL0345  DESIGNATION -  MARATHON
 QL0345  PID         -  QL0345
 QL0345  STATE/COUNTY-  MI/MENOMINEE
 QL0345  USGS QUAD   -  MARINETTE EAST (1976)
 QL0345
 QL0345                         *CURRENT SURVEY CONTROL
 QL0345  ___________________________________________________________________
 QL0345* NAD 83(1986)-  45 05 55.     (N)    087 35 50.     (W)     SCALED    
 QL0345* NAVD 88     -       179.551  (meters)     589.08   (feet)  ADJUSTED  
 QL0345  ___________________________________________________________________
 QL0345  GEOID HEIGHT-         -36.97  (meters)                     GEOID03
 QL0345  DYNAMIC HT  -         179.533 (meters)     589.02  (feet)  COMP
 QL0345  MODELED GRAV-     980,514.9   (mgal)                       NAVD 88
 QL0345
 QL0345  VERT ORDER  -  FIRST     CLASS 0
 QL0345
 QL0345.The horizontal coordinates were scaled from a topographic map and have
 QL0345.an estimated accuracy of +/- 6 seconds.
 QL0345
 QL0345.The orthometric height was determined by differential leveling
 QL0345.and adjusted by the National Geodetic Survey in June 1991..
 QL0345
 QL0345.The geoid height was determined by GEOID03.
 QL0345
 QL0345.The dynamic height is computed by dividing the NAVD 88
 QL0345.geopotential number by the normal gravity value computed on the
 QL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QL0345.degrees latitude (g = 980.6199 gals.).
 QL0345
 QL0345.The modeled gravity was interpolated from observed gravity values.
 QL0345
 QL0345;                    North         East    Units  Estimated Accuracy
 QL0345;SPC MI N     -    35,220.    7,952,990.      MT  (+/- 180 meters Scaled)
 QL0345
 QL0345                          SUPERSEDED SURVEY CONTROL
 QL0345
 QL0345  NGVD 29 (??/??/92)  179.58   (m)          589.2    (f) COMPUTED    1 0
 QL0345
 QL0345.Superseded values are not recommended for survey control.
 QL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0345.See file dsdata.txt to determine how the superseded data were derived.
 QL0345
 QL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ530940(NAD 83)
 QL0345_MARKER: DD = SURVEY DISK
 QL0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 QL0345_SP_SET: BUILDING
 QL0345_STAMPING: MARATHON CBF 1959 US LAKE SURVEY
 QL0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 QL0345
 QL0345  HISTORY     - Date     Condition        Report By
 QL0345  HISTORY     - 1959     MONUMENTED       DOD
 QL0345  HISTORY     - 1972     GOOD             NGS
 QL0345  HISTORY     - 1990     GOOD             USLS
 QL0345  HISTORY     - 19910406 GOOD             USPSQD
 QL0345  HISTORY     - 19961109 MARK NOT FOUND   USPSQD
 QL0345  HISTORY     - 20040320 MARK NOT FOUND   USPSQD
 QL0345
 QL0345                          STATION DESCRIPTION
 QL0345
 QL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 QL0345'AT MENOMINEE.
 QL0345'AT MENONIMEE, ABOUT 0.1 MILE NORTH ALONG 1 ST STREET FROM THE
 QL0345'BRIDGE (1 ST STREET BRIDGE) OVER THE MENOMINEE RIVER, AT A CURVE
 QL0345'IN THE STREET, SET VERTICALLY IN THE WEST FACE AND AT THE
 QL0345'NORTHWEST CORNER OF THE ONE STORY BRICK BUILDING OF THE MARATHON
 QL0345'DIVISION OF THE AMERICAN CAN COMPANY PAPER DIVISION, ABOUT 50
 QL0345'YARDS EAST OF THE CENTER LINE OF 1 ST STREET, 6 FEET SOUTH OF
 QL0345'THE NORTHWEST CORNER OF THE BUILDING, AND 4.3 FEET ABOVE THE
 QL0345'LEVEL OF THE SIDEWALK.  SECTION 11, T 31 N, R 27 W.
 QL0345
 QL0345                          STATION RECOVERY (1990)
 QL0345
 QL0345'RECOVERY NOTE BY US LAKE SURVEY 1990 (AEA)
 QL0345'RECOVERED IN GOOD CONDITION.
 QL0345
 QL0345                          STATION RECOVERY (1991)
 QL0345
 QL0345'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEA)
 QL0345'RECOVERED IN GOOD CONDITION.
 QL0345
 QL0345                          STATION RECOVERY (1996)
 QL0345
 QL0345'RECOVERY NOTE BY US POWER SQUADRON 1996
 QL0345'MARK NOT FOUND.
 QL0345
 QL0345                          STATION RECOVERY (2004)
 QL0345
 QL0345'RECOVERY NOTE BY US POWER SQUADRON 2004 (BAA)
 QL0345'AN ENCLOSED CEMENT BLOCK LOADING DOCK HAS BEEN ADDED TO THE NORTHWEST
 QL0345'CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1624 ***********************************************************************
 RL1624  DESIGNATION -  MARENISCO LOOKOUT TOWER
 RL1624  PID         -  RL1624
 RL1624  STATE/COUNTY-  MI/GOGEBIC
 RL1624  USGS QUAD   -  MARENISCO (1975)
 RL1624
 RL1624                         *CURRENT SURVEY CONTROL
 RL1624  ___________________________________________________________________
 RL1624* NAD 83(1994)-  46 22 37.59671(N)    089 39 34.89947(W)     ADJUSTED  
 RL1624* NAVD 88     -                                                        
 RL1624  ___________________________________________________________________
 RL1624  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 RL1624  GEOID HEIGHT-         -31.01  (meters)                     GEOID03
 RL1624
 RL1624  HORZ ORDER  -  THIRD
 RL1624
 RL1624.The horizontal coordinates were established by classical geodetic methods
 RL1624.and adjusted by the National Geodetic Survey in February 1997..
 RL1624
 RL1624
 RL1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1624
 RL1624.The geoid height was determined by GEOID03.
 RL1624
 RL1624;                    North         East     Units Scale Factor Converg.
 RL1624;SPC MI N     -   180,571.199 7,795,433.468   MT  0.99990411   -1 55 20.6
 RL1624;SPC MI N     -   592,425.19 25,575,569.12   iFT  0.99990411   -1 55 20.6
 RL1624;UTM  16      - 5,139,386.246   295,460.753   MT  1.00011429   -1 55 33.6
 RL1624
 RL1624                          SUPERSEDED SURVEY CONTROL
 RL1624
 RL1624  NAD 83(1994)-  46 22 37.59379(N)    089 39 34.89704(W) AD(       ) 4
 RL1624  NAD 83(1986)-  46 22 37.59217(N)    089 39 34.89409(W) AD(       ) 4
 RL1624  NAD 27      -  46 22 37.77800(N)    089 39 34.32700(W) AD(       ) 3
 RL1624
 RL1624.Superseded values are not recommended for survey control.
 RL1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1624.See file dsdata.txt to determine how the superseded data were derived.
 RL1624
 RL1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TBS9546139386(NAD 83)
 RL1624_MARKER: DD = SURVEY DISK
 RL1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RL1624_STAMPING: MARENISCO 1938
 RL1624_MARK LOGO: USGS  
 RL1624_MAGNETIC: N = NO MAGNETIC MATERIAL
 RL1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RL1624+STABILITY: SURFACE MOTION
 RL1624
 RL1624  HISTORY     - Date     Condition        Report By
 RL1624  HISTORY     - 1938     MONUMENTED       USGS
 RL1624  HISTORY     - 1952     GOOD             CGS
 RL1624  HISTORY     - 19941010 POOR             LOCENG
 RL1624  HISTORY     - 19941010 POOR             GLORI
 RL1624
 RL1624                          STATION DESCRIPTION
 RL1624
 RL1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LFW)
 RL1624'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF WAKEFIELD,
 RL1624'9-1/2 MILES NORTH-NORTHEAST OF WINEGAR AND 1-1/2 MILES EAST
 RL1624'OF MARENISCO.
 RL1624'
 RL1624'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 2 AND
 RL1624'STATE HIGHWAY 64 WHICH IS 0.6 MILE NORTH OF THE RAILROAD STATION
 RL1624'IN MARENISCO, GO EAST ON U.S. HIGHWAY 2 FOR 2.0 MILES TO A
 RL1624'CROSSROAD, TURN RIGHT AND GO SOUTH ON THE GRAVEL ROAD FOR 0.55
 RL1624'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO A
 RL1624'CIRCULAR DRIVEWAY AT THE END OF THE ROAD AND THE STATION 50
 RL1624'FEET EAST OF THE EAST SIDE OF THE DRIVEWAY.
 RL1624'
 RL1624'A U.S. GEOLOGICAL SURVEY BENCH MARK, STAMPED MARENISCO 1938 IS SET IN
 RL1624'THE CENTER OF THE BASE OF THE LOOKOUT TOWER, WHICH IS A 4 LEGGED
 RL1624'STEEL STRUCTURE ABOUT 85 FEET HIGH WITH AN ENCLOSED CAB ON THE TOP.
 RL1624'
 RL1624'PROBABLY THE SAME STATION AS LOCATED IN 1939.
 RL1624
 RL1624                          STATION RECOVERY (1994)
 RL1624
 RL1624'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (RLD)
 RL1624'FROM THE INTERSECTION OF U.S. HIGHWAY 2 AND STATE HIGHWAY M-64, NORTH
 RL1624'OF MARENISCO, PROCEED EAST ON HIGHWAY 2 FOR 2.0 MI (3.2 KM) TO THE
 RL1624'JUNCTION OF HIGHWAY 2 AND M-64 NORTH AND A BLACKTOP ROAD SOUTHWEST
 RL1624'BACK TO MARENISCO.  PROCEED SOUTHWEST 0.5 MI (0.8 KM) TO A GATED DIRT
 RL1624'ROAD TO LEFT (SOUTHEAST) .  FOLLOW DIRT ROAD SOUTHEAST FOR 0.2 MI (0.3
 RL1624'KM) TO THE FIRE TOWER AND STATION ON THE LEFT.  NOTE--TOP OF MONUMENT
 RL1624'HAS BEEN BROKEN AND CAP IS MISSING.  SET A STEEL GUARD RAIL SOUTH 62
 RL1624'DEGREES EAST, 1.8 FEET (0.5 M) FROM THE REMNANTS OF THE STATION.
 RL1624'STATION DESCRIPTION INCOMPLETE, NO RM'S PROVIDED.  SEARCH OF AREA DID
 RL1624'NOT LOCATE ANY R.M.S.
 RL1624
 RL1624                          STATION RECOVERY (1994)
 RL1624
 RL1624'RECOVERY NOTE BY GLO REPLACEMENT INCORPORATED 1994 (RLD)
 RL1624'TO REACH STATION FROM THE INTERSECTION OF US 2 AND M-64, NORTH OF
 RL1624'MARENISCO, PROCEED EAST ON US 2, 2.0 MILES (3.2 KM) TO THE JUNCTION OF
 RL1624'US 2 AND M-64 NORTH AND A BLACKTOP ROAD SW BACK TO MARENISCO. PROCEED
 RL1624'SW 0.5 MILES (0.8 KM) TO A GATED DIRT ROAD TO LEFT (SE) . FOLLOW DIRT
 RL1624'ROAD SE FOR 0.2 MILES (0.3 KM) TO THE FIRE TOWER AND STATION ON THE
 RL1624'LEFT.  TOP OF MONUMENT HAS BEEN BROKEN AND THE CAP IS MISSING.  SET A
 RL1624'STEEL GUARD RAIL S.62 E., 1.8 FT.FROM THE REMINENTS OF THE STATION.
 RL1624'STATION DESCRIPTION INCOMPLETE, NO R.M.S PROVIDED. SEARCH OF AREA DID
 RL1624'NOT LOCATE ANY R.M.S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0234 ***********************************************************************
 NE0234  DESIGNATION -  MARINA
 NE0234  PID         -  NE0234
 NE0234  STATE/COUNTY-  MI/ST CLAIR
 NE0234  USGS QUAD   -  ALGONAC (1978)
 NE0234
 NE0234                         *CURRENT SURVEY CONTROL
 NE0234  ___________________________________________________________________
 NE0234* NAD 83(1986)-  42 33 31.     (N)    082 36 42.     (W)     SCALED    
 NE0234* NAVD 88     -       176.424  (meters)     578.82   (feet)  ADJUSTED  
 NE0234  ___________________________________________________________________
 NE0234  GEOID HEIGHT-         -34.83  (meters)                     GEOID03
 NE0234  DYNAMIC HT  -         176.375 (meters)     578.66  (feet)  COMP
 NE0234  MODELED GRAV-     980,335.7   (mgal)                       NAVD 88
 NE0234
 NE0234  VERT ORDER  -  FIRST     CLASS 0
 NE0234
 NE0234.The horizontal coordinates were scaled from a topographic map and have
 NE0234.an estimated accuracy of +/- 6 seconds.
 NE0234
 NE0234.The orthometric height was determined by differential leveling
 NE0234.and adjusted by the National Geodetic Survey in June 1991..
 NE0234
 NE0234.The geoid height was determined by GEOID03.
 NE0234
 NE0234.The dynamic height is computed by dividing the NAVD 88
 NE0234.geopotential number by the normal gravity value computed on the
 NE0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0234.degrees latitude (g = 980.6199 gals.).
 NE0234
 NE0234.The modeled gravity was interpolated from observed gravity values.
 NE0234
 NE0234;                    North         East    Units  Estimated Accuracy
 NE0234;SPC MI S     -   119,090.    4,144,100.      MT  (+/- 180 meters Scaled)
 NE0234
 NE0234                          SUPERSEDED SURVEY CONTROL
 NE0234
 NE0234  NGVD 29 (??/??/92)  176.562  (m)          579.27   (f) ADJ UNCH    1 0
 NE0234
 NE0234.Superseded values are not recommended for survey control.
 NE0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0234.See file dsdata.txt to determine how the superseded data were derived.
 NE0234
 NE0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH676130(NAD 83)
 NE0234_MARKER: Z = SEE DESCRIPTION
 NE0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0234_SP_SET: IRON ROD
 NE0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0234
 NE0234  HISTORY     - Date     Condition        Report By
 NE0234  HISTORY     - 1956     MONUMENTED       USLS
 NE0234  HISTORY     - 1970     GOOD             USLS
 NE0234  HISTORY     - 19960929 MARK NOT FOUND   USPSQD
 NE0234
 NE0234                          STATION DESCRIPTION
 NE0234
 NE0234'DESCRIBED BY US LAKE SURVEY 1970
 NE0234'AT HARSENS ISLAND.
 NE0234'MARINA IS ON THE SOUTH SIDE OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0234'MICHIGAN, ABOUT 2.3 MILES UPRIVER FROM THE U.S. COAST GUARD
 NE0234'STATION, NEAR ENTRANCE TO SCHNEIDER MARINA INC., ON CENTERLINE
 NE0234'EXTENDED OF MC DONALD DRIVE, 74 FEET EASTERLY OF A UTILITY POLE
 NE0234'ON WESTERLY SIDE OF HIGHWAY, 45.6 FEET EAST OF ROAD SIGN POST,
 NE0234'16 FEET NORTHEAST OF CENTERLINE OF SOUTH CHANNEL DRIVE, 1/2-FOOT
 NE0234'BELOW THE GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A
 NE0234'3/4-INCH DIAMETER IRON ROD, 10 FEET LONG.  NOTE-- BM 1956
 NE0234
 NE0234                          STATION RECOVERY (1996)
 NE0234
 NE0234'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OL0610 ***********************************************************************
 OL0610  DESIGNATION -  MARINA
 OL0610  PID         -  OL0610
 OL0610  STATE/COUNTY-  MI/OTTAWA
 OL0610  USGS QUAD   -  GRAND HAVEN (1980)
 OL0610
 OL0610                         *CURRENT SURVEY CONTROL
 OL0610  ___________________________________________________________________
 OL0610* NAD 83(1994)-  43 04 03.35505(N)    086 13 45.83207(W)     ADJUSTED  
 OL0610* NAVD 88     -       180.7    (meters)     593.     (feet)  GPS OBS   
 OL0610  ___________________________________________________________________
 OL0610  X           -     306,906.726 (meters)                     COMP
 OL0610  Y           -  -4,656,833.698 (meters)                     COMP
 OL0610  Z           -   4,333,091.600 (meters)                     COMP
 OL0610  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 OL0610  ELLIP HEIGHT-         147.28  (meters)          (07/17/02) GPS OBS
 OL0610  GEOID HEIGHT-         -33.65  (meters)                     GEOID03
 OL0610
 OL0610  HORZ ORDER  -  SECOND
 OL0610  ELLP ORDER  -  FOURTH    CLASS I
 OL0610
 OL0610.The horizontal coordinates were established by GPS observations
 OL0610.and adjusted by the National Geodetic Survey in February 1997..
 OL0610
 OL0610.The orthometric height was determined by GPS observations and a
 OL0610.high-resolution geoid model.
 OL0610
 OL0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OL0610
 OL0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 OL0610
 OL0610.The ellipsoidal height was determined by GPS observations
 OL0610.and is referenced to NAD 83.
 OL0610
 OL0610.The geoid height was determined by GEOID03.
 OL0610
 OL0610;                    North         East     Units Scale Factor Converg.
 OL0610;SPC MI S     -   175,803.822 3,848,303.452   MT  0.99991194   -1 16 03.5
 OL0610;SPC MI S     -   576,784.19 12,625,667.49   iFT  0.99991194   -1 16 03.5
 OL0610;UTM  16      - 4,768,609.677   562,741.746   MT  0.99964843   +0 31 34.4
 OL0610
 OL0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OL0610!SPC MI S     -   0.99997690  x   0.99991194  =   0.99988885
 OL0610!UTM  16      -   0.99997690  x   0.99964843  =   0.99962534
 OL0610
 OL0610                          SUPERSEDED SURVEY CONTROL
 OL0610
 OL0610  ELLIP H (02/03/97)  147.43   (m)                       GP(       ) 4 1
 OL0610  NAD 83(1986)-  43 04 03.35843(N)    086 13 45.84216(W) AD(       ) 2
 OL0610
 OL0610.Superseded values are not recommended for survey control.
 OL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OL0610.See file dsdata.txt to determine how the superseded data were derived.
 OL0610
 OL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEN6274268610(NAD 83)
 OL0610_MARKER: DD = SURVEY DISK
 OL0610_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 OL0610_SP_SET: METAL PIPE IN CONCRETE
 OL0610_STAMPING: MARINA 1991
 OL0610_MARK LOGO: NOS   
 OL0610_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 OL0610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 OL0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OL0610+SATELLITE: SATELLITE OBSERVATIONS - 1991
 OL0610
 OL0610  HISTORY     - Date     Condition        Report By
 OL0610  HISTORY     - 1991     MONUMENTED       NOS
 OL0610  HISTORY     - 19960922 GOOD             USPSQD
 OL0610  HISTORY     - 20051101 MARK NOT FOUND   INDIV
 OL0610
 OL0610                          STATION DESCRIPTION
 OL0610
 OL0610'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 OL0610'THE STATION IS LOCATED AT THE WHARF MARINA IN GRAND HAVEN, MICHIGAN.
 OL0610'TO REACH THE STATION FROM THE INTERSECTION OF HWY 31 AND JACKSON ST IN
 OL0610'GRAND HAVEN, GO WEST ON JACKSON ST FOR 0.45 MILE TO MARINA SIGN AND
 OL0610'STATION ON THE RIGHT.
 OL0610'THE STATION IS A STANDARD NOS ALUMINUM DISK STAMPED MARINA 1991
 OL0610'ATTACHED TO A FOUR FOOT ALUMINUM ROD WHICH IS FLUSH WITH GROUND AND
 OL0610'SURROUNDED BY A MASS OF CONCRETE. IT IS 22.29 M (73.13 FT) SOUTHWEST
 OL0610'OF A TELEPHONE POLE, 17.63 M (57.84 FT) NORTH OF THE NORTH SIDE OF
 OL0610'JACKSON ST, 12.50 M (41.01 FT) SOUTH OF THE SOUTH EDGE OF THE MARINA
 OL0610'PARKING LOT, 2.13 M (6.99 FT) EAST OF A NOAA WITNESS POST ON TOP OF A
 OL0610'SMALL GRASSY KNOLL.
 OL0610'DESCRIBED BY RDJ.
 OL0610
 OL0610                          STATION RECOVERY (1996)
 OL0610
 OL0610'RECOVERY NOTE BY US POWER SQUADRON 1996
 OL0610'RECOVERED IN GOOD CONDITION.
 OL0610
 OL0610                          STATION RECOVERY (2005)
 OL0610
 OL0610'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JDM)
 OL0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1156 ***********************************************************************
 NE1156  DESIGNATION -  MARINE CITY RADIO WDOG N MAST
 NE1156  PID         -  NE1156
 NE1156  STATE/COUNTY-  MI/ST CLAIR
 NE1156  USGS QUAD   -  MARINE CITY (1968)
 NE1156
 NE1156                         *CURRENT SURVEY CONTROL
 NE1156  ___________________________________________________________________
 NE1156* NAD 83(1994)-  42 43 42.44247(N)    082 31 15.09960(W)     ADJUSTED  
 NE1156* NAVD 88     -                                                        
 NE1156  ___________________________________________________________________
 NE1156  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NE1156  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE1156
 NE1156  HORZ ORDER  -  THIRD
 NE1156
 NE1156.The horizontal coordinates were established by classical geodetic methods
 NE1156.and adjusted by the National Geodetic Survey in February 1997..
 NE1156
 NE1156
 NE1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1156
 NE1156.The geoid height was determined by GEOID03.
 NE1156
 NE1156;                    North         East     Units Scale Factor Converg.
 NE1156;SPC MI S     -   138,110.389 4,151,144.238   MT  0.99991059   +1 15 22.0
 NE1156;SPC MI S     -   453,118.07 13,619,239.63   iFT  0.99991059   +1 15 22.0
 NE1156;UTM  17      - 4,731,782.427   375,491.458   MT  0.99979072   -1 01 55.5
 NE1156
 NE1156                          SUPERSEDED SURVEY CONTROL
 NE1156
 NE1156  NAD 83(1986)-  42 43 42.43883(N)    082 31 15.14647(W) AD(       ) 4
 NE1156  NAD 27      -  42 43 42.32444(N)    082 31 15.45831(W) AD(       ) 3
 NE1156
 NE1156.Superseded values are not recommended for survey control.
 NE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1156.See file dsdata.txt to determine how the superseded data were derived.
 NE1156
 NE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7549131782(NAD 83)
 NE1156
 NE1156  HISTORY     - Date     Condition        Report By
 NE1156  HISTORY     - 1957     MONUMENTED       CGS
 NE1156  HISTORY     - 19990424 GOOD             USPSQD
 NE1156
 NE1156                          STATION DESCRIPTION
 NE1156
 NE1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1156'THE STATION IS THE CENTER OF THE
 NE1156'MARINE CITY, RADIO
 NE1156'STATION WDOG, N AND S MASTS, LOCATED ABOUT 2
 NE1156'MI. W OF MARINE CITY, ON THE N SIDE
 NE1156'OF MARINE CITY HIGHWAY, AT THE
 NE1156'RADIO STATION TRANSMITTING BUILDING.  THE MASTS ARE
 NE1156'IDENTICAL AND
 NE1156'ARE ABOUT 150 FT. APART, SETTING IN A N-S DIRECTION.  THEIR STRUCTURE
 NE1156'CONSISTS OF
 NE1156'UNIFORM CROSS SECTIONAL STEEL, SUPPORTED BY GUY
 NE1156'WIRES.  THEY ARE PAINTED IN
 NE1156'ALTERNATE SECTIONS OF RED AND WHITE,
 NE1156'HAVE FLASHING RED LIGHTS ON TOP AND ARE 208
 NE1156'FT. HIGH.
 NE1156'
 NE1156'TO REACH THE STATIONS FROM THE INTERSECTION OF STATE HIGHWAY
 NE1156'M-29 (S. PARKER
 NE1156'STREET) AND WEST BOULEVARD (IN THE SW EDGE OF
 NE1156'MARINE CITY), GO W ON WEST
 NE1156'BOULEVARD FOR 0.45 MI. TO KING ROAD.
 NE1156'TURN RIGHT (N) ON KING ROAD FOR 0.5 MI. TO
 NE1156'MARINE CITY HIGHWAY,
 NE1156'TURN LEFT (W) ON MARINE CITY HIGHWAY FOR 0.55 MI. TO A
 NE1156'DRIVEWAY AT A
 NE1156'SMALL CONCRETE BRIDGE.  TURN RIGHT ACROSS THE BRIDGE ABOUT 100
 NE1156'FT. TO A
 NE1156'TRANSMITTING BUILDING AND MASTS ABOUT 300 FT. NE OF THE
 NE1156'BUILDING.
 NE1156'
 NE1156'THIS IS AN INTERSECTION STATION.
 NE1156
 NE1156                          STATION RECOVERY (1999)
 NE1156
 NE1156'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1157 ***********************************************************************
 NE1157  DESIGNATION -  MARINE CITY RADIO WDOG S MAST
 NE1157  PID         -  NE1157
 NE1157  STATE/COUNTY-  MI/ST CLAIR
 NE1157  USGS QUAD   -  MARINE CITY (1968)
 NE1157
 NE1157                         *CURRENT SURVEY CONTROL
 NE1157  ___________________________________________________________________
 NE1157* NAD 83(1994)-  42 43 41.14692(N)    082 31 14.62963(W)     ADJUSTED  
 NE1157* NAVD 88     -                                                        
 NE1157  ___________________________________________________________________
 NE1157  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 NE1157  GEOID HEIGHT-         -34.95  (meters)                     GEOID03
 NE1157
 NE1157  HORZ ORDER  -  THIRD
 NE1157
 NE1157.The horizontal coordinates were established by classical geodetic methods
 NE1157.and adjusted by the National Geodetic Survey in February 1997..
 NE1157
 NE1157
 NE1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1157
 NE1157.The geoid height was determined by GEOID03.
 NE1157
 NE1157;                    North         East     Units Scale Factor Converg.
 NE1157;SPC MI S     -   138,070.659 4,151,155.803   MT  0.99991061   +1 15 22.4
 NE1157;SPC MI S     -   452,987.73 13,619,277.57   iFT  0.99991061   +1 15 22.4
 NE1157;UTM  17      - 4,731,742.272   375,501.426   MT  0.99979069   -1 01 55.1
 NE1157
 NE1157                          SUPERSEDED SURVEY CONTROL
 NE1157
 NE1157  NAD 83(1986)-  42 43 41.14329(N)    082 31 14.67650(W) AD(       ) 4
 NE1157  NAD 27      -  42 43 41.02886(N)    082 31 14.98825(W) AD(       ) 3
 NE1157
 NE1157.Superseded values are not recommended for survey control.
 NE1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1157.See file dsdata.txt to determine how the superseded data were derived.
 NE1157
 NE1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH7550131742(NAD 83)
 NE1157
 NE1157  HISTORY     - Date     Condition        Report By
 NE1157  HISTORY     - 1957     MONUMENTED       CGS
 NE1157  HISTORY     - 19990424 GOOD             USPSQD
 NE1157
 NE1157                          STATION DESCRIPTION
 NE1157
 NE1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WNM)
 NE1157'THE STATION IS THE CENTER OF THE
 NE1157'MARINE CITY, RADIO
 NE1157'STATION WDOG, N AND S MASTS, LOCATED ABOUT 2
 NE1157'MI. W OF MARINE CITY, ON THE N SIDE
 NE1157'OF MARINE CITY HIGHWAY, AT THE
 NE1157'RADIO STATION TRANSMITTING BUILDING.  THE MASTS ARE
 NE1157'IDENTICAL AND
 NE1157'ARE ABOUT 150 FT. APART, SETTING IN A N-S DIRECTION.  THEIR STRUCTURE
 NE1157'CONSISTS OF
 NE1157'UNIFORM CROSS SECTIONAL STEEL, SUPPORTED BY GUY
 NE1157'WIRES.  THEY ARE PAINTED IN
 NE1157'ALTERNATE SECTIONS OF RED AND WHITE, HAVE
 NE1157'FLASHING RED LIGHTS ON TOP AND ARE 208 FT.
 NE1157'HIGH.
 NE1157'
 NE1157'TO REACH THE STATIONS FROM THE INTERSECTION OF STATE HIGHWAY
 NE1157'M-29 (S. PARKER
 NE1157'STREET) AND WEST BOULEVARD (IN THE SW EDGE OF
 NE1157'MARINE CITY), GO W ON WEST
 NE1157'BOULEVARD FOR 0.45 MI. TO KING ROAD.
 NE1157'TURN RIGHT (N) ON KING ROAD FOR 0.5 MI. TO
 NE1157'MARINE CITY HIGHWAY,
 NE1157'TURN LEFT (W) ON MARINE CITY HIGHWAY FOR 0.55 MI. TO A
 NE1157'DRIVEWAY AT A
 NE1157'SMALL CONCRETE BRIDGE.  TURN RIGHT ACROSS THE BRIDGE ABOUT 100
 NE1157'FT. TO A
 NE1157'TRANSMITTING BUILDING AND MASTS ABOUT 300 FT. NE OF THE
 NE1157'BUILDING.
 NE1157'
 NE1157'THIS IS AN INTERSECTION STATION.
 NE1157
 NE1157                          STATION RECOVERY (1999)
 NE1157
 NE1157'RECOVERY NOTE BY US POWER SQUADRON 1999
 NE1157'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QL0543 ***********************************************************************
 QL0543  DESIGNATION -  MARINETTE MM PAPER PLT 1 TANK
 QL0543  PID         -  QL0543
 QL0543  STATE/COUNTY-  MI/MENOMINEE
 QL0543  USGS QUAD   -  MARINETTE WEST (1975)
 QL0543
 QL0543                         *CURRENT SURVEY CONTROL
 QL0543  ___________________________________________________________________
 QL0543* NAD 83(1994)-  45 06 18.73136(N)    087 39 00.38319(W)     ADJUSTED  
 QL0543* NAVD 88     -                                                        
 QL0543  ___________________________________________________________________
 QL0543  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 QL0543  GEOID HEIGHT-         -36.90  (meters)                     GEOID03
 QL0543
 QL0543  HORZ ORDER  -  THIRD
 QL0543
 QL0543.The horizontal coordinates were established by classical geodetic methods
 QL0543.and adjusted by the National Geodetic Survey in February 1997..
 QL0543
 QL0543
 QL0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 QL0543
 QL0543.The geoid height was determined by GEOID03.
 QL0543
 QL0543;                    North         East     Units Scale Factor Converg.
 QL0543;SPC MI N     -    35,985.701 7,948,829.858   MT  1.00011277   -0 28 11.6
 QL0543;SPC MI N     -   118,063.32 26,078,838.12   iFT  1.00011277   -0 28 11.6
 QL0543;SPC WI C     -   144,005.614   784,906.994   MT  0.99994868   +1 39 28.9
 QL0543;SPC WI C     -   472,458.42  2,575,149.03   sFT  0.99994868   +1 39 28.9
 QL0543;UTM  16      - 4,994,842.797   448,855.522   MT  0.99963216   -0 27 38.0
 QL0543
 QL0543                          SUPERSEDED SURVEY CONTROL
 QL0543
 QL0543  NAD 83(1994)-  45 06 18.73138(N)    087 39 00.38315(W) AD(       ) 4
 QL0543  NAD 83(1986)-  45 06 18.72769(N)    087 39 00.38358(W) AD(       ) 4
 QL0543  NAD 27      -  45 06 18.78400(N)    087 39 00.00000(W) AD(       ) 3
 QL0543
 QL0543.Superseded values are not recommended for survey control.
 QL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QL0543.See file dsdata.txt to determine how the superseded data were derived.
 QL0543
 QL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDQ4885694843(NAD 83)
 QL0543_MARKER: 51 = TANK
 QL0543
 QL0543  HISTORY     - Date     Condition        Report By
 QL0543  HISTORY     - 1934     FIRST OBSERVED   CGS
 QL0543  HISTORY     - 1964     GOOD             CGS
 QL0543  HISTORY     - 1965     GOOD             CGS
 QL0543  HISTORY     - 1966     GOOD             CGS
 QL0543  HISTORY     - 1976     GOOD             NGS
 QL0543
 QL0543                          STATION DESCRIPTION
 QL0543
 QL0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CAS)
 QL0543'IN NORTHWESTERN SECTION OF CITY OF MARINETTE, BETWEEN
 QL0543'RIVERSIDE AVENUE
 QL0543'AND MENOMINEE RIVER, AT PLANT NO. 1 OF M. AND M. PAPER CO.
 QL0543'POINT OBSERVED WAS CENTER OF HIGH,
 QL0543'BLACK WATER TANK HAVING CONICAL ROOF WITH
 QL0543'BALL ON TOP MARKING CENTER, AND SPHERICAL BOTTOM WITH
 QL0543'PLATFORM AND RAILING AT
 QL0543'BASE OF TANK, THERE IS ALSO PLATFORM AND RAILING WHERE FEED PIPE
 QL0543'JOINS TANK.  TANK IS LETTERED
 QL0543'M. AND M. PAPER CO. PLANT NO. 1, IS ABOUT 100 FEET HIGH, AND WAS
 QL0543'BUILT IN 1923.
 QL0543
 QL0543                          STATION RECOVERY (1964)
 QL0543
 QL0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMC)
 QL0543'RECOVERED IN GOOD CONDITION.  TANK IS NOW PAINTED SILVER WITH SCOTT
 QL0543'PAINTED ON SIDES.
 QL0543'M AND M PAPER CO IS NOW SCOTT PAPER CO.
 QL0543
 QL0543                          STATION RECOVERY (1965)
 QL0543
 QL0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (VES)
 QL0543'THE STATION WAS RECOVERED AS DESCRIBED IN RECOVERY NOTE BY JMC IN
 QL0543'1964.
 QL0543
 QL0543                          STATION RECOVERY (1966)
 QL0543
 QL0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (BMR)
 QL0543'STATION WAS RECOVERED AS DESCRIBED.
 QL0543'
 QL0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- LOCATED IN THE
 QL0543'NORTHWEST SECTION OF MARINETTE,
 QL0543'WISC.
 QL0543
 QL0543                          STATION RECOVERY (1976)
 QL0543
 QL0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (AMS)
 QL0543'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 QL0543'
 QL0543'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN MARINETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0829 ***********************************************************************
 QK0829  DESIGNATION -  MARION
 QK0829  PID         -  QK0829
 QK0829  STATE/COUNTY-  MI/CHARLEVOIX
 QK0829  USGS QUAD   -  
 QK0829
 QK0829                         *CURRENT SURVEY CONTROL
 QK0829  ___________________________________________________________________
 QK0829* NAD 83(1994)-  45 15 25.90635(N)    085 15 41.41148(W)     ADJUSTED  
 QK0829* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 QK0829  ___________________________________________________________________
 QK0829  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 QK0829  GEOID HEIGHT-         -34.97  (meters)                     GEOID03
 QK0829
 QK0829  HORZ ORDER  -  SECOND
 QK0829
 QK0829.The horizontal coordinates were established by classical geodetic methods
 QK0829.and adjusted by the National Geodetic Survey in February 1997..
 QK0829
 QK0829.The orthometric height was scaled from a topographic map.
 QK0829
 QK0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0829
 QK0829.The geoid height was determined by GEOID03.
 QK0829
 QK0829;                    North         East     Units Scale Factor Converg.
 QK0829;SPC MI C     -   216,020.275 5,929,767.843   MT  0.99992768   -0 37 55.6
 QK0829;SPC MI C     -   708,727.94 19,454,618.91   iFT  0.99992768   -0 37 55.6
 QK0829;UTM  16      - 5,012,992.382   636,405.591   MT  0.99982878   +1 14 06.0
 QK0829
 QK0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0829!SPC MI C     -   0.99996442  x   0.99992768  =   0.99989210
 QK0829!UTM  16      -   0.99996442  x   0.99982878  =   0.99979321
 QK0829
 QK0829|---------------------------------------------------------------------|
 QK0829| PID    Reference Object                     Distance      Geod. Az  |
 QK0829|                                                           dddmmss.s |
 QK0829| CH1386 MARION RM 1                          21.947 METERS 02212     |
 QK0829| CH1387 MARION RM 2                          22.522 METERS 12517     |
 QK0829| CH1385 MARION AZ MK                                       2692329.5 |
 QK0829| QK0837 SOUTH FOX ISLAND LIGHT              APPROX.47.2 KM 2864425.2 |
 QK0829| QK0830 CHARLEVOIX MUNICIPAL TANK           APPROX. 6.9 KM 3594335.9 |
 QK0829|---------------------------------------------------------------------|
 QK0829
 QK0829                          SUPERSEDED SURVEY CONTROL
 QK0829
 QK0829  NAD 83(1986)-  45 15 25.90213(N)    085 15 41.41114(W) AD(       ) 2
 QK0829  NAD 27      -  45 15 25.87400(N)    085 15 41.16900(W) AD(       ) 2
 QK0829
 QK0829.Superseded values are not recommended for survey control.
 QK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0829.See file dsdata.txt to determine how the superseded data were derived.
 QK0829
 QK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR3640612992(NAD 83)
 QK0829_MARKER: DS = TRIANGULATION STATION DISK
 QK0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0829_STAMPING: MARION 1956
 QK0829_MARK LOGO: CGS   
 QK0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0829+STABILITY: SURFACE MOTION
 QK0829
 QK0829  HISTORY     - Date     Condition        Report By
 QK0829  HISTORY     - 1956     MONUMENTED       CGS
 QK0829  HISTORY     - 1967     SEE DESCRIPTION  CGS
 QK0829  HISTORY     - 19940610 GOOD             LOCENG
 QK0829
 QK0829                          STATION DESCRIPTION
 QK0829
 QK0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0829'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF CHARLEVOIX, ABOUT 7
 QK0829'MILES NORTH OF ELLSWORTH, ON
 QK0829'A NORTH-SOUTH RIDGE IN AN APPLE ORCHARD AND ON THE PROPERTY OF MR.
 QK0829'ORVAL MCGINNIS.  IT IS 4.5 FEET
 QK0829'WEST OF A WHITE WITNESS POST AND 2 FEET SOUTH OF A FENCE.  THE
 QK0829'MARK PROJECTS 3 INCHES AND THE DISK IS
 QK0829'STAMPED MARION 1956.
 QK0829'
 QK0829'TO REACH THE STATION FROM THE CANAL BRIDGE AND BRIDGE STREET IN
 QK0829'CHARLEVOIX, GO SOUTH ON
 QK0829'BRIDGE STREET FOR 1.05 MILE TO STATE STREET.  TURN LEFT AND GO
 QK0829'SOUTHEAST ON STATE STREET FOR 0.1
 QK0829'MILE TO STOVER STREET.  TURN RIGHT AND GO SOUTHWEST ON STOVER
 QK0829'STREET FOR 0.2 MILE TO A FORK.  TAKE
 QK0829'LEFT FORK AND GO SOUTH ON PAVED ROAD (CHARLEVOIX
 QK0829'COUNTY 593) FOR 2.9 MILES TO A GRAVEL CROSSROAD *.
 QK0829'CONTINUE SOUTH ON PAVED ROAD FOR
 QK0829'0.3 MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT AN GO EAST UP A VERY
 QK0829'STEEP HILL FOR 0.05 MILE TO THE TOP
 QK0829'AND THE STATION.
 QK0829'
 QK0829'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO WEST ON GRAVEL ROAD
 QK0829'FOR 0.3 MILE TO A T ROAD.
 QK0829'TURN LEFT AND GO SOUTH ON GRAVEL ROAD FOR 0.2 MILE TO A GRAVEL SIDE
 QK0829'ROAD RIGHT.  TURN RIGHT AND GO
 QK0829'WEST ON GRAVEL ROAD FOR 0.1 MILE TO THE MARK ON THE LEFT.
 QK0829'
 QK0829'REFERENCE MARK 1 IS 69 FEET NORTHEAST OF A WHITE WITNESS POST, 65
 QK0829'FEET NORTH OF A FENCE LINE
 QK0829'AND AT THE WEST EDGE OF A WOODS.  THE MARK PROJECTS 2 INCHES AND THE
 QK0829'DISK IS STAMPED MARION NO 1 1956.
 QK0829'
 QK0829'REFERENCE MARK 2 IS 71 FEET SOUTHEAST OF A WHITE WITNESS POST, 47
 QK0829'FEET SOUTH OF A FENCE LINE
 QK0829'AND AT THE WEST EDGE OF A WOODS.  THE MARK PROJECTS 3 INCHES AND THE
 QK0829'DISK IS STAMPED MARION NO 2 1956.
 QK0829'
 QK0829'THE AZIMUTH MARK IS 26 FEET SOUTH OF THE CENTERLINE OF A GRAVEL ROAD,
 QK0829'3.5 FEET EAST OF A WHITE
 QK0829'WITNESS POST AND 4 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED
 QK0829'FIELD.  THE MARK PROJECTS 6 INCHES
 QK0829'AND THE DISK IS STAMPED MARION 1956.
 QK0829'
 QK0829'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 QK0829
 QK0829                          STATION RECOVERY (1967)
 QK0829
 QK0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 QK0829'STATION AND REFERENCE MARKS WERE
 QK0829'RECOVERED IN GOOD
 QK0829'CONDITION.  ROUTE DESCRIPTION WAS ADEQUATE.
 QK0829
 QK0829                          STATION RECOVERY (1994)
 QK0829
 QK0829'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (BV)
 QK0829'STATION MARK AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 QK0829'THE AZIMUTH COULD NOT BE FOUND AT THE SITE DESCRIBED.  THE ROAD HAS
 QK0829'BEEN PAVED AND THE NECESSARY CONSTRUCTION WORK PROBABLY DESTROYED THE
 QK0829'MARK.  SOME CHANGES ARE NECESSARY IN THE DESCRIPTION.  IN THE 1ST
 QK0829'PARAGRAPH THE WORDS (MR ORVAL MCGINNIS) SHOULD BE DELETED AND THE NEW
 QK0829'OWNERS NAMES (MR BART ARRIGO AND KATHLEEN CULP) INSERTED.  DELETE THE
 QK0829'WORDS (WHITE WITNESS POST) AND 2.0 FT (0.6 M) SOUTH OF FENCE.  THE
 QK0829'DESCRIPTION ON REACHING THE STATION SHOULD BE CHANGED AS FOLLOWS--IN
 QK0829'THE THIRD SENTENCE CHANGE (STATE STREET) TO (STATE HIGHWAY M-66) AND
 QK0829'ADD (TURN LEFT AT THE TRAFFIC LIGHT) .  IN THE FOURTH SENTENCE CHANGE
 QK0829'(STATE STREET) TO (HIGHWAY M-66) .  IN THE EIGHTH SENTENCE CHANG
 QK0829'(COUNTY 593 TO COUNTY ROAD C-65) .  IN THE TENTH SENTENCE, AFTER ,
 QK0829'DELETE REST OF PARAGRAPH AND REPLACE WITH (THE HOME IS OWNED BY MR.
 QK0829'AND MRS JOE POWELL) .  GOT PERMISSION TO CONTINUE SEARCH ON THE SOUTH
 QK0829'SIDE OF THE POWELL HOUSE.  THERE IS A PATH GOING UP A HILL IN AN
 QK0829'EASTERLY DIRECTION TO THE STATION AT THE TOP OF THE HILL.  THE STATION
 QK0829'IS ON MR. ARRIGO S PROPERTY.  REFERENCE MARK NO. 1 IS ON THE POWELL
 QK0829'PROPERTY, AND REFERENCE MARK NO. 2 IS ON THE ARRIGO S PROPERTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1111 ***********************************************************************
 OJ1111  DESIGNATION -  MARLPORT
 OJ1111  PID         -  OJ1111
 OJ1111  STATE/COUNTY-  MI/SANILAC
 OJ1111  USGS QUAD   -  MARLETTE (1980)
 OJ1111
 OJ1111                         *CURRENT SURVEY CONTROL
 OJ1111  ___________________________________________________________________
 OJ1111* NAD 83(1994)-  43 18 38.57303(N)    083 05 32.29971(W)     ADJUSTED  
 OJ1111* NAVD 88     -       264.9    (meters)     869.     (feet)  GPS OBS   
 OJ1111  ___________________________________________________________________
 OJ1111  X           -     559,077.229 (meters)                     COMP
 OJ1111  Y           -  -4,614,768.941 (meters)                     COMP
 OJ1111  Z           -   4,352,842.360 (meters)                     COMP
 OJ1111  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 OJ1111  ELLIP HEIGHT-         231.64  (meters)          (07/12/02) GPS OBS
 OJ1111  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 OJ1111
 OJ1111  HORZ ORDER  -  FIRST
 OJ1111  ELLP ORDER  -  FOURTH    CLASS II
 OJ1111
 OJ1111.This mark is at Marlette Airport (77G)
 OJ1111
 OJ1111.The horizontal coordinates were established by GPS observations
 OJ1111.and adjusted by the National Geodetic Survey in September 1995..
 OJ1111
 OJ1111.The orthometric height was determined by GPS observations and a
 OJ1111.high-resolution geoid model.
 OJ1111
 OJ1111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1111
 OJ1111.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1111
 OJ1111.The ellipsoidal height was determined by GPS observations
 OJ1111.and is referenced to NAD 83.
 OJ1111
 OJ1111.The geoid height was determined by GEOID03.
 OJ1111
 OJ1111;                    North         East     Units Scale Factor Converg.
 OJ1111;SPC MI S     -   201,915.240 4,103,376.784   MT  0.99993444   +0 52 02.1
 OJ1111;SPC MI S     -   662,451.57 13,462,522.26   iFT  0.99993444   +0 52 02.1
 OJ1111;UTM  17      - 4,797,445.771   330,319.191   MT  0.99995418   -1 26 08.0
 OJ1111
 OJ1111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1111!SPC MI S     -   0.99996368  x   0.99993444  =   0.99989812
 OJ1111!UTM  17      -   0.99996368  x   0.99995418  =   0.99991786
 OJ1111
 OJ1111:                Primary Azimuth Mark                     Grid Az
 OJ1111:SPC MI S     -  MARLPORT AZ MK                           002 52 01.4
 OJ1111:UTM  17      -  MARLPORT AZ MK                           005 10 11.5
 OJ1111
 OJ1111|---------------------------------------------------------------------|
 OJ1111| PID    Reference Object                     Distance      Geod. Az  |
 OJ1111|                                                           dddmmss.s |
 OJ1111| OJ1112 MARLPORT AZ MK                      APPROX. 0.8 KM 0034403.5 |
 OJ1111|---------------------------------------------------------------------|
 OJ1111
 OJ1111                          SUPERSEDED SURVEY CONTROL
 OJ1111
 OJ1111  ELLIP H (09/20/95)  231.65   (m)                       GP(       ) 1 2
 OJ1111  NAD 83(1986)-  43 18 38.57402(N)    083 05 32.31815(W) AD(       ) 1
 OJ1111  NAD 83(1986)-  43 18 38.55628(N)    083 05 32.30978(W) AD(       ) 3
 OJ1111  NGVD 29 (03/27/91)  264.9    (m)          869.     (f) GPS OBS        
 OJ1111
 OJ1111.Superseded values are not recommended for survey control.
 OJ1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1111.See file dsdata.txt to determine how the superseded data were derived.
 OJ1111
 OJ1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3031997446(NAD 83)
 OJ1111_MARKER: I = METAL ROD
 OJ1111_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1111_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1111_STAMPING: MARLPORT 1989
 OJ1111_MARK LOGO: NGS   
 OJ1111_PROJECTION: FLUSH
 OJ1111_MAGNETIC: N = NO MAGNETIC MATERIAL
 OJ1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1111+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1994
 OJ1111_ROD/PIPE-DEPTH: 12.2 meters
 OJ1111_SLEEVE-DEPTH  : 1 meters
 OJ1111
 OJ1111  HISTORY     - Date     Condition        Report By
 OJ1111  HISTORY     - 1989     MONUMENTED       NGS
 OJ1111  HISTORY     - 19900111 GOOD
 OJ1111  HISTORY     - 19940511 GOOD             NGS
 OJ1111
 OJ1111                          STATION DESCRIPTION
 OJ1111
 OJ1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1111'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI) SOUTHWEST OF MARLETTE,
 OJ1111'AT THE MARLETTE TOWNSHIP AIRPORT, IN THE NORTHWEST ANGLE OF THE
 OJ1111'JUNCTION OF THE TWO PAVED RUNWAYS.  OWNERSHIP---MARLETTE TOWNSHIP, C/O
 OJ1111'AIRPORT MANAGER TED HUNTOON, 6785 AIRPORT ROAD, MARLETTE MI 48453.
 OJ1111'PHONE IS (517) 635-7548 OR (517) 635-3431.
 OJ1111'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND MAIN
 OJ1111'STREET IN MARLETTE, GO SOUTH FOR 1.6 KM (1.00 MI) ON HIGHWAY 53 TO A
 OJ1111'DIRT ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.7 KM (0.45 MI) ON
 OJ1111'AIRPORT ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 80
 OJ1111'METERS ON THE AIRPORT ENTRANCE ROAD TO A PARKING AREA.  TURN RIGHT AND
 OJ1111'GO WEST FOR 50 METERS ACROSS THE PARKING AREA, PASSING TO NORTH OF THE
 OJ1111'AIRPORT OFFICE, AND ON A PAVED ROAD TO THE APRON AND THE GATE.  TURN
 OJ1111'LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE,
 OJ1111'ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO
 OJ1111'WEST FOR 0.1 KM (0.05 MI) ON A CONNECTING TAXIWAY TO RUNWAY 01-19.
 OJ1111'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON RUNWAY 01-19 TO THE
 OJ1111'STATION RIGHT JUST BEFORE REACHING RUNWAY 09-27.
 OJ1111'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1111'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 12.2 METERS IN A
 OJ1111'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1111'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1111'LOCATED 35.3 M (115.8 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 09-27,
 OJ1111'24.3 M (79.7 FT) WEST FROM THE WEST EDGE OF RUNWAY 01-19, 21.1 M
 OJ1111'(69.2 FT) NORTH-NORTHWEST FROM THE NORTHWEST SUPPORT LEG FOR A VASI
 OJ1111'AND 0.8 M (2.6 FT) EAST FROM A CARSONITE WITNESS POST.
 OJ1111'DESCRIBED BY K.L. FANCHER.
 OJ1111'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OJ1111'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 OJ1111
 OJ1111                          STATION RECOVERY (1990)
 OJ1111
 OJ1111'RECOVERED 1990
 OJ1111'RECOVERED IN GOOD CONDITION.
 OJ1111
 OJ1111                          STATION RECOVERY (1994)
 OJ1111
 OJ1111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 OJ1111'NOTE--CALL AHEAD TO INSURE GATE IS OPEN.  NO ESCORT REQUIRED.  NO
 OJ1111'PLACE TO PARK AT STATION WHEN WET.  STATION IS LOCATED ABOUT 2 KM
 OJ1111'(1.25 MI) SOUTH OF MARLETTE, AT THE MARLETTE TOWNSHIP AIRPORT, IN THE
 OJ1111'NORTHEAST ANGLE OF THE JUNCTION OF THE RUNWAYS, BETWEEN RUNWAY 1-19
 OJ1111'AND A DEEP DITCH.  OWNERSHIP--MARLETTE TOWNSHIP, 6785 AIRPORT ROAD,
 OJ1111'MARLETTE, MI 48453.  AIRPORT MANAGER IS TED HUNTOON, 517-635-7548. TO
 OJ1111'REACH FROM THE JUNCTION OF STATE HIGHWAY 53 AND MARLETTE STREET IN
 OJ1111'MARLETTE, GO SOUTH ON HIGHWAY 53 FOR 1.61 KM (1.00 MI) TO A PAVED ROAD
 OJ1111'RIGHT.  TURN RIGHT, WEST, ON AIRPORT ROAD FOR 0.71 KM (0.45 MI) TO
 OJ1111'ROAD END.  TURN LEFT INTO AIRPORT PARKING AREA FOR 0.08 KM (0.05 MI)
 OJ1111'TO A GATE ON THE RIGHT ON NORTH SIDE OF OFFICE.  TURN RIGHT, PASSING
 OJ1111'THROUGH GATE, ONTO APRON, FOR 0.10 KM (0.05 MI) TO A TAXI.  TURN LEFT,
 OJ1111'SOUTH, ON TAXI FOR 0.10 KM (0.05 MI) TO A TAXI. TURN RIGHT, WEST, ON
 OJ1111'TAXI FOR 0.11 KM (0.05 MI) TO RUNWAY 1-19. CROSS RUNWAY, THEN TURN
 OJ1111'LEFT, SOUTH, ON GRASS FOR 0.11 KM (0.05 MI) TO THE STATION ON THE
 OJ1111'RIGHT.  ACCESS COVER IS FLUSH WITH THE GROUND. STATION IS 35.5 M
 OJ1111'(116.5 FT) NORTH OF THE EDGE OF RUNWAY 9-27, 24.4 M (80.1 FT) WEST OF
 OJ1111'THE EDGE OF RUNWAY 1-19, 12 M (39.4 FT) EAST OF A DITCH EDGE, 28.1 M
 OJ1111'(92.2 FT) NORTH-NORTHEAST OF THE NORTH END OF THE 1-19 SIGN, AND 0.9 M
 OJ1111'(3.0 FT) EAST OF A FIBERGLASS WITNESS POST. DESCRIBED BY G.R.  HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OJ1112 ***********************************************************************
 OJ1112  DESIGNATION -  MARLPORT AZ MK
 OJ1112  PID         -  OJ1112
 OJ1112  STATE/COUNTY-  MI/SANILAC
 OJ1112  USGS QUAD   -  MARLETTE (1980)
 OJ1112
 OJ1112                         *CURRENT SURVEY CONTROL
 OJ1112  ___________________________________________________________________
 OJ1112* NAD 83(1994)-  43 19 04.75243(N)    083 05 29.95954(W)     ADJUSTED  
 OJ1112* NAVD 88     -       270.7    (meters)     888.     (feet)  GPS OBS   
 OJ1112  ___________________________________________________________________
 OJ1112  X           -     559,063.421 (meters)                     COMP
 OJ1112  Y           -  -4,614,216.515 (meters)                     COMP
 OJ1112  Z           -   4,353,434.160 (meters)                     COMP
 OJ1112  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 OJ1112  ELLIP HEIGHT-         237.38  (meters)          (07/17/02) GPS OBS
 OJ1112  GEOID HEIGHT-         -34.12  (meters)                     GEOID03
 OJ1112
 OJ1112  HORZ ORDER  -  FIRST
 OJ1112  ELLP ORDER  -  FOURTH    CLASS I
 OJ1112
 OJ1112.This mark is at Marlette Airport (77G)
 OJ1112
 OJ1112.The horizontal coordinates were established by GPS observations
 OJ1112.and adjusted by the National Geodetic Survey in February 1997..
 OJ1112
 OJ1112.The orthometric height was determined by GPS observations and a
 OJ1112.high-resolution geoid model.
 OJ1112
 OJ1112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 OJ1112
 OJ1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 OJ1112
 OJ1112.The ellipsoidal height was determined by GPS observations
 OJ1112.and is referenced to NAD 83.
 OJ1112
 OJ1112.The geoid height was determined by GEOID03.
 OJ1112
 OJ1112;                    North         East     Units Scale Factor Converg.
 OJ1112;SPC MI S     -   202,723.811 4,103,417.278   MT  0.99993539   +0 52 03.7
 OJ1112;SPC MI S     -   665,104.37 13,462,655.11   iFT  0.99993539   +0 52 03.7
 OJ1112;UTM  17      - 4,798,252.077   330,392.144   MT  0.99995387   -1 26 07.1
 OJ1112
 OJ1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OJ1112!SPC MI S     -   0.99996278  x   0.99993539  =   0.99989817
 OJ1112!UTM  17      -   0.99996278  x   0.99995387  =   0.99991665
 OJ1112
 OJ1112:                Primary Azimuth Mark                     Grid Az
 OJ1112:SPC MI S     -  MARLPORT                                 182 52 01.4
 OJ1112:UTM  17      -  MARLPORT                                 185 10 12.2
 OJ1112
 OJ1112|---------------------------------------------------------------------|
 OJ1112| PID    Reference Object                     Distance      Geod. Az  |
 OJ1112|                                                           dddmmss.s |
 OJ1112| OJ1111 MARLPORT                            APPROX. 0.8 KM 1834405.1 |
 OJ1112|---------------------------------------------------------------------|
 OJ1112
 OJ1112                          SUPERSEDED SURVEY CONTROL
 OJ1112
 OJ1112  ELLIP H (02/03/97)  237.39   (m)                       GP(       ) 4 1
 OJ1112  NAD 83(1986)-  43 19 04.75340(N)    083 05 29.97791(W) AD(       ) 1
 OJ1112  NAD 83(1986)-  43 19 04.73568(N)    083 05 29.96954(W) AD(       ) 3
 OJ1112  NGVD 29 (03/27/91)  270.7    (m)          888.     (f) GPS OBS        
 OJ1112
 OJ1112.Superseded values are not recommended for survey control.
 OJ1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OJ1112.See file dsdata.txt to determine how the superseded data were derived.
 OJ1112
 OJ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH3039298252(NAD 83)
 OJ1112_MARKER: I = METAL ROD
 OJ1112_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 OJ1112_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 OJ1112_STAMPING: MARLPORT AZ MK 1989
 OJ1112_MARK LOGO: NGS   
 OJ1112_PROJECTION: FLUSH
 OJ1112_MAGNETIC: I = MARKER IS A STEEL ROD
 OJ1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 OJ1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 OJ1112+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1990
 OJ1112_ROD/PIPE-DEPTH: 11.0 meters
 OJ1112_SLEEVE-DEPTH  : 1.0 meters
 OJ1112
 OJ1112  HISTORY     - Date     Condition        Report By
 OJ1112  HISTORY     - 1989     MONUMENTED       NGS
 OJ1112  HISTORY     - 19900111 GOOD
 OJ1112
 OJ1112                          STATION DESCRIPTION
 OJ1112
 OJ1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 OJ1112'THE STATION IS LOCATED ABOUT 2.3 KM (1.45 MI) SOUTHWEST OF MARLETTE,
 OJ1112'AT THE MARLETTE TOWNSHIP AIRPORT, ALONG THE WEST EDGE, NEAR THE NORTH
 OJ1112'END OF RUNWAY 01-19.  OWNERSHIP---MARLETTE TOWNSHIP, C/O AIRPORT
 OJ1112'MANAGER TED HUNTOON, 6785 AIRPORT ROAD, MARLETTE MI 48453.  PHONE IS
 OJ1112'(517) 635-7548 OR (517) 635-3431.
 OJ1112'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 53 AND MAIN
 OJ1112'STREET IN MARLETTE.  GO SOUTH FOR 1.6 KM (1.00 MI) ON HIGHWAY 53 TO A
 OJ1112'DIRT ROAD RIGHT.  TURN RIGHT AND GO WEST FOR 0.7 KM (0.45 MI) ON
 OJ1112'AIRPORT ROAD TO A PAVED ROAD LEFT.  TURN LEFT AND GO SOUTH FOR 80
 OJ1112'METERS ON THE AIRPORT ENTRANCE ROAD TO A PARKING AREA.  TURN RIGHT AND
 OJ1112'GO WEST FOR 50 METERS ACROSS THE PARKING AREA, PASSING TO NORTH OF THE
 OJ1112'AIRPORT OFFICE, AND ON A PAVED ROAD TO THE APRON AND THE GATE.  TURN
 OJ1112'LEFT AND GO SOUTHWEST FOR 0.1 KM (0.05 MI), PASSING THROUGH THE GATE,
 OJ1112'ACROSS THE APRON TO A CONNECTING TAXIWAY RIGHT.  TURN RIGHT AND GO
 OJ1112'WEST FOR 0.1 KM (0.05 MI) ON A CONNECTING TAXIWAY TO RUNWAY 01-19.
 OJ1112'TURN RIGHT AND GO NORTH FOR 0.7 KM (0.45 MI) ON RUNWAY 01-19 TO THE
 OJ1112'STATION LEFT JUST BEFORE REACHING RUNWAY END 19.
 OJ1112'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 OJ1112'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METERS IN A
 OJ1112'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 OJ1112'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 OJ1112'LOCATED 50.3 M (165.0 FT) SOUTHWEST FROM THE CENTER OF RUNWAY END 19,
 OJ1112'37.7 M (123.7 FT) SOUTH FROM A RED STROBE LIGHT, 13.5 M (44.3 FT) WEST
 OJ1112'FROM THE WEST EDGE OF A PAVED TURN-AROUND AND 0.9 M (3.0 FT) EAST FROM
 OJ1112'A CARSONITE WITNESS POST.
 OJ1112'DESCRIBED BY K.L. FANCHER.
 OJ1112'NOTE-CALL IN ADVANCE GATE COULD BE LOCKED.
 OJ1112
 OJ1112                          STATION RECOVERY (1990)
 OJ1112
 OJ1112'RECOVERED 1990
 OJ1112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0597 ***********************************************************************
 QK0597  DESIGNATION -  MARQ USLS 1926
 QK0597  PID         -  QK0597
 QK0597  STATE/COUNTY-  MI/MACKINAC
 QK0597  USGS QUAD   -  CEDARVILLE (1975)
 QK0597
 QK0597                         *CURRENT SURVEY CONTROL
 QK0597  ___________________________________________________________________
 QK0597* NAD 83(1994)-  45 56 42.54184(N)    084 20 44.11312(W)     ADJUSTED  
 QK0597* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 QK0597  ___________________________________________________________________
 QK0597  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 QK0597  GEOID HEIGHT-         -36.06  (meters)                     GEOID03
 QK0597
 QK0597  HORZ ORDER  -  FIRST
 QK0597
 QK0597.The horizontal coordinates were established by classical geodetic methods
 QK0597.and adjusted by the National Geodetic Survey in February 1997..
 QK0597
 QK0597.The orthometric height was scaled from a topographic map.
 QK0597
 QK0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0597
 QK0597.The geoid height was determined by GEOID03.
 QK0597
 QK0597;                    North         East     Units Scale Factor Converg.
 QK0597;SPC MI N     -   132,574.689 8,205,767.818   MT  0.99992036   +1 55 06.9
 QK0597;SPC MI N     -   434,956.33 26,921,810.43   iFT  0.99992036   +1 55 06.9
 QK0597;UTM  16      - 5,091,379.595   705,738.003   MT  1.00012039   +1 54 30.0
 QK0597
 QK0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0597!SPC MI N     -   0.99997775  x   0.99992036  =   0.99989811
 QK0597!UTM  16      -   0.99997775  x   1.00012039  =   1.00009814
 QK0597
 QK0597:                Primary Azimuth Mark                     Grid Az
 QK0597:SPC MI N     -  PENNY USLS 1905                          074 19 14.7
 QK0597:UTM  16      -  PENNY USLS 1905                          074 19 51.6
 QK0597
 QK0597|---------------------------------------------------------------------|
 QK0597| PID    Reference Object                     Distance      Geod. Az  |
 QK0597|                                                           dddmmss.s |
 QK0597| QK0595 PENNY USLS 1905                     APPROX. 4.1 KM 0761421.6 |
 QK0597|---------------------------------------------------------------------|
 QK0597
 QK0597                          SUPERSEDED SURVEY CONTROL
 QK0597
 QK0597  NAD 83(1986)-  45 56 42.53302(N)    084 20 44.11115(W) AD(       ) 1
 QK0597  NAD 27      -  45 56 42.48500(N)    084 20 43.99100(W) AD(       ) 1
 QK0597
 QK0597.Superseded values are not recommended for survey control.
 QK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0597.See file dsdata.txt to determine how the superseded data were derived.
 QK0597
 QK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR0573891380(NAD 83)
 QK0597_MARKER: Z = SEE DESCRIPTION
 QK0597_SETTING: 0 = UNSPECIFIED SETTING
 QK0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0597
 QK0597  HISTORY     - Date     Condition        Report By
 QK0597  HISTORY     - 1926     MONUMENTED       USLS
 QK0597  HISTORY     - 1964     SEE DESCRIPTION  USLS
 QK0597
 QK0597                          STATION DESCRIPTION
 QK0597
 QK0597'DESCRIBED BY US LAKE SURVEY 1926
 QK0597'ON EXTREME EASTERLY END OF MARQUETTE ISLAND, ON NORTH SIDE OF THE
 QK0597'STRAITS OF MACKINAC, ON A STONY RIDGE AT
 QK0597'EDGE OF TIMBER.  MARKED BY SPIKE IN CONCRETE MONUMENT PROJECTING
 QK0597'ABOVE SURFACE OF GROUND.
 QK0597
 QK0597                          STATION RECOVERY (1964)
 QK0597
 QK0597'RECOVERY NOTE BY US LAKE SURVEY 1964 (EFK)
 QK0597'A SEARCH OF THE AREA WAS MADE AND STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0483 ***********************************************************************
 RK0483  DESIGNATION -  MARQUETTE BREAKWATER OUTER LT
 RK0483  PID         -  RK0483
 RK0483  STATE/COUNTY-  MI/MARQUETTE
 RK0483  USGS QUAD   -  LITTLE LAKE (1985)
 RK0483
 RK0483                         *CURRENT SURVEY CONTROL
 RK0483  ___________________________________________________________________
 RK0483* NAD 83(1994)-  46 32 01.14513(N)    087 22 29.75334(W)     ADJUSTED  
 RK0483* NAVD 88     -                                                        
 RK0483  ___________________________________________________________________
 RK0483  LAPLACE CORR-          -9.38  (seconds)                    DEFLEC99
 RK0483  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 RK0483
 RK0483  HORZ ORDER  -  THIRD
 RK0483
 RK0483.The horizontal coordinates were established by classical geodetic methods
 RK0483.and adjusted by the National Geodetic Survey in February 1997..
 RK0483
 RK0483
 RK0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0483
 RK0483.The geoid height was determined by GEOID03.
 RK0483
 RK0483;                    North         East     Units Scale Factor Converg.
 RK0483;SPC MI N     -   194,606.609 7,971,239.680   MT  0.99991221   -0 16 15.6
 RK0483;SPC MI N     -   638,473.13 26,152,361.15   iFT  0.99991221   -0 16 15.6
 RK0483;UTM  16      - 5,153,410.881   471,248.564   MT  0.99961016   -0 16 19.6
 RK0483
 RK0483                          SUPERSEDED SURVEY CONTROL
 RK0483
 RK0483  NAD 83(1986)-  46 32 01.14393(N)    087 22 29.74497(W) AD(       ) 4
 RK0483  NAD 27      -  46 32 01.38700(N)    087 22 29.23800(W) AD(       ) 3
 RK0483
 RK0483.Superseded values are not recommended for survey control.
 RK0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0483.See file dsdata.txt to determine how the superseded data were derived.
 RK0483
 RK0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7124953411(NAD 83)
 RK0483
 RK0483  HISTORY     - Date     Condition        Report By
 RK0483  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0483  HISTORY     - 19910611 GOOD             USPSQD
 RK0483  HISTORY     - 19960823 GOOD             USPSQD
 RK0483  HISTORY     - 19990821 GOOD             USPSQD
 RK0483
 RK0483                          STATION DESCRIPTION
 RK0483
 RK0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0483'THE STATION IS THE FLASHING RED LIGHT ATOP A SMALL WHITE BUILDING ON
 RK0483'THE END OF THE BREAKWATER THAT EXTENDS SOUTHEAST FROM THE U.S. COAST
 RK0483'GUARD BOATHOUSE AT THE EAST EDGE OF MARQUETTE IN MARQUETTE BAY.
 RK0483
 RK0483                          STATION RECOVERY (1991)
 RK0483
 RK0483'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0483'RECOVERED IN GOOD CONDITION.
 RK0483
 RK0483                          STATION RECOVERY (1996)
 RK0483
 RK0483'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0483'RECOVERED IN GOOD CONDITION.
 RK0483
 RK0483                          STATION RECOVERY (1999)
 RK0483
 RK0483'RECOVERY NOTE BY US POWER SQUADRON 1999
 RK0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0695 ***********************************************************************
 RK0695  DESIGNATION -  MARQUETTE BREAKWATER LT ECC
 RK0695  PID         -  RK0695
 RK0695  STATE/COUNTY-  MI/MARQUETTE
 RK0695  USGS QUAD   -  LITTLE LAKE (1985)
 RK0695
 RK0695                         *CURRENT SURVEY CONTROL
 RK0695  ___________________________________________________________________
 RK0695* NAD 83(1994)-  46 32 01.14528(N)    087 22 29.75305(W)     ADJUSTED  
 RK0695* NAVD 88     -       189.     (meters)     620.     (feet)  SCALED    
 RK0695  ___________________________________________________________________
 RK0695  LAPLACE CORR-          -9.38  (seconds)                    DEFLEC99
 RK0695  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 RK0695
 RK0695  HORZ ORDER  -  THIRD
 RK0695
 RK0695.The horizontal coordinates were established by classical geodetic methods
 RK0695.and adjusted by the National Geodetic Survey in February 1997..
 RK0695
 RK0695.The orthometric height was scaled from a topographic map.
 RK0695
 RK0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0695
 RK0695.The geoid height was determined by GEOID03.
 RK0695
 RK0695;                    North         East     Units Scale Factor Converg.
 RK0695;SPC MI N     -   194,606.614 7,971,239.687   MT  0.99991221   -0 16 15.6
 RK0695;SPC MI N     -   638,473.14 26,152,361.18   iFT  0.99991221   -0 16 15.6
 RK0695;UTM  16      - 5,153,410.885   471,248.570   MT  0.99961016   -0 16 19.6
 RK0695
 RK0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0695!SPC MI N     -   0.99997588  x   0.99991221  =   0.99988809
 RK0695!UTM  16      -   0.99997588  x   0.99961016  =   0.99958605
 RK0695
 RK0695                          SUPERSEDED SURVEY CONTROL
 RK0695
 RK0695  NAD 83(1986)-  46 32 01.14393(N)    087 22 29.74497(W) AD(       ) 3
 RK0695
 RK0695.Superseded values are not recommended for survey control.
 RK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0695.See file dsdata.txt to determine how the superseded data were derived.
 RK0695
 RK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7124953411(NAD 83)
 RK0695_MARKER: DE = TRAVERSE STATION DISK
 RK0695_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 RK0695+WITH SETTING: PAVEMENT
 RK0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 RK0695+STABILITY: SURFACE MOTION
 RK0695
 RK0695  HISTORY     - Date     Condition        Report By
 RK0695  HISTORY     - 1981     MONUMENTED       NOS
 RK0695
 RK0695                          STATION DESCRIPTION
 RK0695
 RK0695'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RK0695'THE STATION IS LOCATED IN MARQUETTE UNDER THE LIGHT AT THE
 RK0695'SOUTHEAST END OF THE BREAKWATER IN MARQUETTE HARBOR.  THE STATION
 RK0695'HAS THE SAME POSITION AS NGS STATION---MARQUETTE BREAKWATER
 RK0695'OUTER LT---.
 RK0695'
 RK0695'TO REACH THE STATION FROM THE COAST GUARD STATION IN MARQUETTE,
 RK0695'PROCEED BY BOAT TO THE SOUTHEAST END OF THE BREAKWATER.
 RK0695'
 RK0695'THE STATION IS A STANDARD NOS DISK STAMPED---OUTER BRKW LT ECC
 RK0695'1981---, SET IN A DRILL HOLE FLUSH WITH THE CONCRETE LIGHT BASE.
 RK0695'IT IS LOCATED 3.350 METERS (1.02 FT) SOUTHWEST FROM THE NORTHEAST
 RK0695'LIGHT SUPPORT, 2.980 METERS (0.91 FT) NORTHWEST FROM THE SOUTHEAST
 RK0695'LIGHT SUPPORT, 2.950 METERS (0.90 FT) SOUTHEAST FROM THE
 RK0695'NORTHWEST LIGHT SUPPORT, AND 2.925 METERS (0.89 FT)
 RK0695'NORTHEAST FROM THE SOUTHWEST LIGHT SUPPORT.
 RK0695'
 RK0695'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.72 METERS.
 RK0695'
 RK0695'DESCRIBED BY B. LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0698 ***********************************************************************
 RK0698  DESIGNATION -  MARQUETTE BREAKWATER INNER LT
 RK0698  PID         -  RK0698
 RK0698  STATE/COUNTY-  MI/MARQUETTE
 RK0698  USGS QUAD   -  MARQUETTE (1975)
 RK0698
 RK0698                         *CURRENT SURVEY CONTROL
 RK0698  ___________________________________________________________________
 RK0698* NAD 83(1994)-  46 32 12.28192(N)    087 22 44.12768(W)     ADJUSTED  
 RK0698* NAVD 88     -                                                        
 RK0698  ___________________________________________________________________
 RK0698  LAPLACE CORR-          -9.41  (seconds)                    DEFLEC99
 RK0698  GEOID HEIGHT-         -34.77  (meters)                     GEOID03
 RK0698
 RK0698  HORZ ORDER  -  THIRD
 RK0698
 RK0698.The horizontal coordinates were established by classical geodetic methods
 RK0698.and adjusted by the National Geodetic Survey in February 1997..
 RK0698
 RK0698
 RK0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0698
 RK0698.The geoid height was determined by GEOID03.
 RK0698
 RK0698;                    North         East     Units Scale Factor Converg.
 RK0698;SPC MI N     -   194,951.916 7,970,935.040   MT  0.99991245   -0 16 26.0
 RK0698;SPC MI N     -   639,606.02 26,151,361.68   iFT  0.99991245   -0 16 26.0
 RK0698;UTM  16      - 5,153,756.090   470,944.023   MT  0.99961038   -0 16 30.1
 RK0698
 RK0698                          SUPERSEDED SURVEY CONTROL
 RK0698
 RK0698  NAD 83(1986)-  46 32 12.27960(N)    087 22 44.12043(W) AD(       ) 4
 RK0698
 RK0698.Superseded values are not recommended for survey control.
 RK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0698.See file dsdata.txt to determine how the superseded data were derived.
 RK0698
 RK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7094453756(NAD 83)
 RK0698_MARKER: 14 = NAVIGATION LIGHT
 RK0698_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0698
 RK0698  HISTORY     - Date     Condition        Report By
 RK0698  HISTORY     - 1981     FIRST OBSERVED   NOS
 RK0698  HISTORY     - 20010331 MARK NOT FOUND   NGS
 RK0698
 RK0698                          STATION DESCRIPTION
 RK0698
 RK0698'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RK0698'THE STATION IS LOCATED IN MARQUETTE, ON THE BREAKWATER IN
 RK0698'MARQUETTE HARBOR AT THE ANGLE POINT OF THE BREAKWATER.
 RK0698'
 RK0698'THE STATION IS THE CENTER OF THE RED LIGHT FIXED ATOP A
 RK0698'RED STEEL SKELETON TOWER WITH A SMALL STEEL BUILDING
 RK0698'BELOW.
 RK0698'
 RK0698'DESCRIBED BY B. LINK.
 RK0698
 RK0698                          STATION RECOVERY (2001)
 RK0698
 RK0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0698'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8070 ***********************************************************************
 AA8070  CBN         -  This is a Cooperative Base Network Control Station.
 AA8070  DESIGNATION -  MARQUETTE CBL 1400
 AA8070  PID         -  AA8070
 AA8070  STATE/COUNTY-  MI/MARQUETTE
 AA8070  USGS QUAD   -  GWINN (1975)
 AA8070
 AA8070                         *CURRENT SURVEY CONTROL
 AA8070  ___________________________________________________________________
 AA8070* NAD 83(1994)-  46 22 28.59186(N)    087 24 27.77103(W)     ADJUSTED  
 AA8070* NAVD 88     -       369.9    (meters)    1214.     (feet)  GPS OBS   
 AA8070  ___________________________________________________________________
 AA8070  X           -     199,389.983 (meters)                     COMP
 AA8070  Y           -  -4,403,992.865 (meters)                     COMP
 AA8070  Z           -   4,594,317.639 (meters)                     COMP
 AA8070  LAPLACE CORR-          -5.58  (seconds)                    DEFLEC99
 AA8070  ELLIP HEIGHT-         335.56  (meters)          (07/12/02) GPS OBS
 AA8070  GEOID HEIGHT-         -34.37  (meters)                     GEOID03
 AA8070
 AA8070  HORZ ORDER  -  B
 AA8070  ELLP ORDER  -  FOURTH    CLASS II
 AA8070
 AA8070.The horizontal coordinates were established by GPS observations
 AA8070.and adjusted by the National Geodetic Survey in September 1995..
 AA8070
 AA8070.The orthometric height was determined by GPS observations and a
 AA8070.high-resolution geoid model.
 AA8070
 AA8070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8070
 AA8070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8070
 AA8070.The ellipsoidal height was determined by GPS observations
 AA8070.and is referenced to NAD 83.
 AA8070
 AA8070.The geoid height was determined by GEOID03.
 AA8070
 AA8070;                    North         East     Units Scale Factor Converg.
 AA8070;SPC MI N     -   176,941.690 7,968,634.079   MT  0.99990405   -0 17 40.9
 AA8070;SPC MI N     -   580,517.36 26,143,812.60   iFT  0.99990405   -0 17 40.9
 AA8070;UTM  16      - 5,135,751.234   468,643.491   MT  0.99961209   -0 17 42.5
 AA8070
 AA8070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8070!SPC MI N     -   0.99994740  x   0.99990405  =   0.99985145
 AA8070!UTM  16      -   0.99994740  x   0.99961209  =   0.99955951
 AA8070
 AA8070                          SUPERSEDED SURVEY CONTROL
 AA8070
 AA8070  ELLIP H (09/20/95)  335.57   (m)                       GP(       ) 1 2
 AA8070
 AA8070.Superseded values are not recommended for survey control.
 AA8070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8070.See file dsdata.txt to determine how the superseded data were derived.
 AA8070
 AA8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS6864335751(NAD 83)
 AA8070_MARKER: DQ = CALIBRATION BASE LINE DISK
 AA8070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8070_STAMPING: 1400 M
 AA8070_MARK LOGO: NGS   
 AA8070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8070+STABILITY: SURFACE MOTION
 AA8070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8070+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2006
 AA8070
 AA8070  HISTORY     - Date     Condition        Report By
 AA8070  HISTORY     - 1983     MONUMENTED       LOCSUR
 AA8070  HISTORY     - 19930812 GOOD             NGS
 AA8070  HISTORY     - 19940810 GOOD             NGS
 AA8070  HISTORY     - 19960724 GOOD             MIDT
 AA8070  HISTORY     - 19990817 GOOD             SUND
 AA8070  HISTORY     - 20020906 GOOD             INDIV
 AA8070  HISTORY     - 20041014 GOOD             STS
 AA8070  HISTORY     - 20050706 GOOD             STS
 AA8070  HISTORY     - 20060724 GOOD             USPSQD
 AA8070
 AA8070                          STATION DESCRIPTION
 AA8070
 AA8070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (KM)
 AA8070'MARK IS A COMPONENT OF THE MARQUETTE CALIBRATION BASE LINE.  LOCATED
 AA8070'ABOUT 19.3 KM (12.0 MI) SOUTH OF MARQUETTE, 9.7 KM (6.0 MI) NORTH OF
 AA8070'NEW SWANZY, 5.0 KM (3.1 MI) SOUTH OF SANDS, AND JUST NORTHWEST OF THE
 AA8070'K.I. SAWYER AIR FORCE BASE.  MARK IS LOCATED NEAR THE EASTERN EDGE OF
 AA8070'COUNTY ROAD 553.  QUAD. GWINN, MICHIGAN SEC23T46NR25W. TO REACH FROM
 AA8070'THE JUNCTION OF COUNTY ROAD 553 AND COUNTY ROAD 480, LOCATED ABOUT
 AA8070'10.0 KM (6.2 MI) SOUTH OF MARQUETTE, GO SOUTH ON COUNTY ROAD 553 FOR
 AA8070'10.3 KM (6.4 MI) TO THE MARK ON THE LEFT. MARK IS SET IN THE TOP OF A
 AA8070'25 CM (10 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE
 AA8070'THE SURFACE OF THE GROUND.  **NOTE** NO INFORMATION WAS AVAILABLE
 AA8070'ABOUT MAGNETIC MATERIAL OR UNDERGROUND MARK AT TIME OF RECOVERY.  IT
 AA8070'IS 217.0 M (711.9 FT) SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE, 30.8
 AA8070'M (101.0 FT) WEST OF A METAL FENCE, 14.6 M (47.9 FT) EAST OF THE
 AA8070'CENTERLINE OF THE ROAD, AND 9.1 M (29.9 FT) WEST OF A METAL WITNESS
 AA8070'POST. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY BUSSONE, CLIFFS
 AA8070'MINING SERVICES COMPANY, 504 SPRUCE STREET, ISHPEMING, MICHIGAN 49849.
 AA8070'CONTACT MR. RON RAMSEY, NOAA/NGS, STATE TRANSPORTATION BUILDING, P.O.
 AA8070'BOX 30050, DESIGN SURVEY DIVISION, LANSING, MICHIGAN 48909. DESCRIBED
 AA8070'BY DAVID L. NOCK
 AA8070
 AA8070                          STATION RECOVERY (1994)
 AA8070
 AA8070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (CFS)
 AA8070'STATION IS LOCATED IN QUAD 460872, ABOUT 12 MI (19.3 KM) SOUTH OF
 AA8070'MARQUETTE, 6 MI (9.7 KM) NORTH OF NEW SWANZY, JUST WEST AND NORTH OF
 AA8070'THE K.I.  SAWYER AIR FORCE BASE, 6.4 MI (10.3 KM) SOUTH FROM THE
 AA8070'INTERSECTION OF COUNTY ROADS 480 AND 553, ON THE EAST SIDE OF COUNTY
 AA8070'ROAD 553, ON THE RIGHT-OF-WAY, ON THE GWINN QUADRANGLE MAP, IN SANDS
 AA8070'TOWNSHIP, IN THE SOUTHWEST 1/4 OF SECTION 14, T 46 N, R 25 W.
 AA8070'OWNERSHIP--MARQUETTE COUNTY.  TO REACH FROM THE JUNCTION OF U.S.
 AA8070'HIGHWAY 41 AND COUNTY ROAD 480, ABOUT 2.3 MI (3.7 KM) SOUTH OF THE
 AA8070'JUNCTION OF U.S.  HIGHWAY 41 AND STATE HIGHWAY 28 EAST JUST SOUTH OF
 AA8070'HARVEY, GO WEST ON COUNTY ROAD 480 FOR 5.4 MI (8.7 KM) TO ITS JUNCTION
 AA8070'WITH COUNTY ROAD 553 AT A BLINKING TRAFFIC SIGNAL.  TURN LEFT, SOUTH,
 AA8070'ON COUNTY ROAD 553 FOR 3.3 MI (5.3 KM) TO MATTSONS AUTO BODY SHOP ON
 AA8070'THE LEFT AT THE INTERSECTION OF COUNTY ROAD 553 AND COUNTY ROADS NA
 AA8070'AND ND.  CONTINUE SOUTH ON COUNTY ROAD 553 FOR 2.0 MI (3.2 KM) TO ITS
 AA8070'INTERSECTION WITH COUNTY ROADS NT AND NB.  CONTINUE SOUTH ON COUNTY
 AA8070'ROAD 553 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT.  THE STATION
 AA8070'PROJECTS 2 CM ABOVE GROUND.  IT IS 101.5 FT (30.9 M) WEST OF A BARBED
 AA8070'WIRE FENCE LINE, 55.9 FT (17.0 M) SOUTH-SOUTHEAST OF A SCHOOL BUS
 AA8070'SIGN, 47.8 FT (14.6 M) EAST OF THE CENTERLINE OF COUNTY ROAD 553, 44.2
 AA8070'FT (13.5 M) SOUTHWEST OF A TELEPHONE CABLE ROUTE MARKER, 30.0 FT (9.1
 AA8070'M) WEST OF A WOODEN WITNESS POST WITH SIGN AND 2.1 FT (0.6 M) WEST
 AA8070'FROM A FIBERGLASS WITNESS POST.
 AA8070
 AA8070                          STATION RECOVERY (1996)
 AA8070
 AA8070'RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1996 (BRT)
 AA8070'RECOVERED IN GOOD CONDITION AS DESCRIBED. NOTE--A SMALL PORTION OF THE
 AA8070'SOUTH EDGE OF THE MONUMENT IS SCARED AND BROKEN AWAY.  THE MARK IS
 AA8070'STABLE AND DOES NOT APPEAR TO HAVE BEEN DISTURBED.
 AA8070
 AA8070                          STATION RECOVERY (1999)
 AA8070
 AA8070'RECOVERY NOTE BY SUNDBERG CARLSON + ASSOC INC 1999 (CLC)
 AA8070'REC IN GOOD CONDITION..  K.I.  SAWYER AIRFORCE BASE IS NOW SAWYER
 AA8070'INTERNATIONAL AIRPORT AND STATION IS JUST SOUTH OF THE PROPOSED
 AA8070'AIRPORT ACCESS ROAD ENTRANCE.  COUNTY ROAD 553 IS NOW MICHIGAN STATE
 AA8070'HIGHWAY M-553.
 AA8070
 AA8070                          STATION RECOVERY (2002)
 AA8070
 AA8070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRC)
 AA8070'RECOVERED IN GOOD CONDITION.
 AA8070
 AA8070                          STATION RECOVERY (2004)
 AA8070
 AA8070'RECOVERY NOTE BY STS CONSULTANTS 2004
 AA8070'RECOVERED IN GOOD CONDITION.
 AA8070
 AA8070                          STATION RECOVERY (2005)
 AA8070
 AA8070'RECOVERY NOTE BY STS CONSULTANTS 2005 (SJB)
 AA8070'RECOVERED AS DESCRIBED
 AA8070
 AA8070                          STATION RECOVERY (2006)
 AA8070
 AA8070'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 AA8070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9743 ***********************************************************************
 DG9743  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9743  DESIGNATION -  MARQUETTE CORS ARP
 DG9743  CORS_ID     -  MIMQ
 DG9743  PID         -  DG9743
 DG9743  STATE/COUNTY-  MI/MARQUETTE
 DG9743  USGS QUAD   -  MARQUETTE (1975)
 DG9743
 DG9743                         *CURRENT SURVEY CONTROL
 DG9743  ___________________________________________________________________
 DG9743* NAD 83(CORS)-  46 32 43.94166(N)    087 22 43.27677(W)     ADJUSTED  
 DG9743* NAVD 88     -                                                        
 DG9743  ___________________________________________________________________
 DG9743  EPOCH DATE  -        2002.00
 DG9743  X           -     200,985.427 (meters)                     COMP
 DG9743  Y           -  -4,390,008.160 (meters)                     COMP
 DG9743  Z           -   4,607,276.831 (meters)                     COMP
 DG9743  ELLIP HEIGHT-         156.06  (meters)          (04/??/05) GPS OBS
 DG9743  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DG9743
 DG9743  HORZ ORDER  -  SPECIAL (CORS)
 DG9743  ELLP ORDER  -  SPECIAL (CORS)
 DG9743
 DG9743.ITRF positions are available for this station.
 DG9743.The coordinates were established by GPS observations
 DG9743.and adjusted by the National Geodetic Survey in April 2005..
 DG9743.The coordinates are valid at the epoch date displayed above.
 DG9743.The epoch date for horizontal control is a decimal equivalence
 DG9743.of Year/Month/Day.
 DG9743
 DG9743
 DG9743.The PID for the CORS L1 Phase Center is DG9744.
 DG9743
 DG9743.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9743
 DG9743.The ellipsoidal height was determined by GPS observations
 DG9743.and is referenced to NAD 83.
 DG9743
 DG9743.The geoid height was determined by GEOID03.
 DG9743
 DG9743;                    North         East     Units Scale Factor Converg.
 DG9743;SPC MI N     -   195,929.332 7,970,957.840   MT  0.99991313   -0 16 25.4
 DG9743;SPC MI N     -   642,812.77 26,151,436.48   iFT  0.99991313   -0 16 25.4
 DG9743
 DG9743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9743!SPC MI N     -   0.99997554  x   0.99991313  =   0.99988867
 DG9743
 DG9743                          SUPERSEDED SURVEY CONTROL
 DG9743
 DG9743.No superseded survey control is available for this station.
 DG9743
 DG9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7096754733(NAD 83)
 DG9743_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9743
 DG9743                          STATION DESCRIPTION
 DG9743
 DG9743'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9743'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9743'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9743'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9743'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9743'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9744 ***********************************************************************
 DG9744  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9744  DESIGNATION -  MARQUETTE CORS L1 PHASE CENTER
 DG9744  CORS_ID     -  MIMQ
 DG9744  PID         -  DG9744
 DG9744  STATE/COUNTY-  MI/MARQUETTE
 DG9744  USGS QUAD   -  MARQUETTE (1975)
 DG9744
 DG9744                         *CURRENT SURVEY CONTROL
 DG9744  ___________________________________________________________________
 DG9744* NAD 83(CORS)-  46 32 43.94167(N)    087 22 43.27675(W)     ADJUSTED  
 DG9744* NAVD 88     -                                                        
 DG9744  ___________________________________________________________________
 DG9744  EPOCH DATE  -        2002.00
 DG9744  X           -     200,985.430 (meters)                     COMP
 DG9744  Y           -  -4,390,008.208 (meters)                     COMP
 DG9744  Z           -   4,607,276.882 (meters)                     COMP
 DG9744  ELLIP HEIGHT-         156.13  (meters)          (04/??/05) GPS OBS
 DG9744  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 DG9744
 DG9744  HORZ ORDER  -  SPECIAL (CORS)
 DG9744  ELLP ORDER  -  SPECIAL (CORS)
 DG9744
 DG9744.ITRF positions are available for this station.
 DG9744.The coordinates were established by GPS observations
 DG9744.and adjusted by the National Geodetic Survey in April 2005..
 DG9744.The coordinates are valid at the epoch date displayed above.
 DG9744.The epoch date for horizontal control is a decimal equivalence
 DG9744.of Year/Month/Day.
 DG9744
 DG9744
 DG9744.The PID for the CORS ARP is DG9743.
 DG9744
 DG9744.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9744
 DG9744.The ellipsoidal height was determined by GPS observations
 DG9744.and is referenced to NAD 83.
 DG9744
 DG9744.The geoid height was determined by GEOID03.
 DG9744
 DG9744;                    North         East     Units Scale Factor Converg.
 DG9744;SPC MI N     -   195,929.332 7,970,957.840   MT  0.99991313   -0 16 25.4
 DG9744;SPC MI N     -   642,812.77 26,151,436.48   iFT  0.99991313   -0 16 25.4
 DG9744
 DG9744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9744!SPC MI N     -   0.99997553  x   0.99991313  =   0.99988866
 DG9744
 DG9744                          SUPERSEDED SURVEY CONTROL
 DG9744
 DG9744.No superseded survey control is available for this station.
 DG9744
 DG9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7096754733(NAD 83)
 DG9744_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9744
 DG9744                          STATION DESCRIPTION
 DG9744
 DG9744'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9744'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG9744'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG9744'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG9744'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG9744'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0485 ***********************************************************************
 RK0485  DESIGNATION -  MARQUETTE LIGHT
 RK0485  PID         -  RK0485
 RK0485  STATE/COUNTY-  MI/MARQUETTE
 RK0485  USGS QUAD   -  MARQUETTE (1975)
 RK0485
 RK0485                         *CURRENT SURVEY CONTROL
 RK0485  ___________________________________________________________________
 RK0485* NAD 83(1994)-  46 32 47.60983(N)    087 22 34.51791(W)     ADJUSTED  
 RK0485* NAVD 88     -                                                        
 RK0485  ___________________________________________________________________
 RK0485  LAPLACE CORR-          -9.24  (seconds)                    DEFLEC99
 RK0485  GEOID HEIGHT-         -34.81  (meters)                     GEOID03
 RK0485
 RK0485  HORZ ORDER  -  THIRD
 RK0485
 RK0485.The horizontal coordinates were established by classical geodetic methods
 RK0485.and adjusted by the National Geodetic Survey in February 1997..
 RK0485
 RK0485
 RK0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0485
 RK0485.The geoid height was determined by GEOID03.
 RK0485
 RK0485;                    North         East     Units Scale Factor Converg.
 RK0485;SPC MI N     -   196,041.699 7,971,144.968   MT  0.99991321   -0 16 19.0
 RK0485;SPC MI N     -   643,181.43 26,152,050.42   iFT  0.99991321   -0 16 19.0
 RK0485;UTM  16      - 5,154,845.539   471,153.909   MT  0.99961023   -0 16 23.3
 RK0485
 RK0485                          SUPERSEDED SURVEY CONTROL
 RK0485
 RK0485  NAD 83(1986)-  46 32 47.60022(N)    087 22 34.51718(W) AD(       ) 4
 RK0485  NAD 27      -  46 32 47.85200(N)    087 22 34.00700(W) AD(       ) 3
 RK0485
 RK0485.Superseded values are not recommended for survey control.
 RK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0485.See file dsdata.txt to determine how the superseded data were derived.
 RK0485
 RK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7115454846(NAD 83)
 RK0485_MARKER: 14 = NAVIGATION LIGHT
 RK0485_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0485
 RK0485  HISTORY     - Date     Condition        Report By
 RK0485  HISTORY     - 1955     FIRST OBSERVED   CGS
 RK0485  HISTORY     - 1958     GOOD             CGS
 RK0485  HISTORY     - 1981     GOOD             NOS
 RK0485  HISTORY     - 19910611 GOOD             USPSQD
 RK0485  HISTORY     - 19960823 GOOD             USPSQD
 RK0485
 RK0485                          STATION DESCRIPTION
 RK0485
 RK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0485'THE STATION IS A REVOLVING WHITE LIGHT IN A TOWER ON TOP OF A 2-STORY
 RK0485'BRICK BUILDING ON LIGHTHOUSE POINT OF LAKE SUPERIOR, AT THE NORTH
 RK0485'SIDE OF MARQUETTE BAY AND THE EAST EDGE OF THE CITY OF MARQUETTE.
 RK0485'LIGHT IS 40 FEET ABOVE THE GROUND AND 77 FEET ABOVE THE WATER.  IT
 RK0485'IS IN SECTION 24, T. 48 N., R. 25 W.
 RK0485'
 RK0485'PROBABLY THE SAME STATION AS LOCATED BY U.S. LAKE SURVEY IN 1902.
 RK0485
 RK0485                          STATION RECOVERY (1958)
 RK0485
 RK0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 RK0485'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 RK0485
 RK0485                          STATION RECOVERY (1981)
 RK0485
 RK0485'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RK0485'THE STATION WAS RECOVERED AS DESCRIBED IN THE
 RK0485'ORIGINAL 1955 DESCRIPTION.
 RK0485'
 RK0485'RECOVERED BY B. LINK.
 RK0485
 RK0485                          STATION RECOVERY (1991)
 RK0485
 RK0485'RECOVERY NOTE BY US POWER SQUADRON 1991 (BAA)
 RK0485'RECOVERED IN GOOD CONDITION.
 RK0485
 RK0485                          STATION RECOVERY (1996)
 RK0485
 RK0485'RECOVERY NOTE BY US POWER SQUADRON 1996
 RK0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0700 ***********************************************************************
 RK0700  DESIGNATION -  MARQUETTE MUN TALL STK
 RK0700  PID         -  RK0700
 RK0700  STATE/COUNTY-  MI/MARQUETTE
 RK0700  USGS QUAD   -  MARQUETTE (1975)
 RK0700
 RK0700                         *CURRENT SURVEY CONTROL
 RK0700  ___________________________________________________________________
 RK0700* NAD 83(1994)-  46 31 50.38991(N)    087 23 27.75606(W)     ADJUSTED  
 RK0700* NAVD 88     -                                                        
 RK0700  ___________________________________________________________________
 RK0700  LAPLACE CORR-          -9.82  (seconds)                    DEFLEC99
 RK0700  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 RK0700
 RK0700  HORZ ORDER  -  THIRD
 RK0700
 RK0700.The horizontal coordinates were established by classical geodetic methods
 RK0700.and adjusted by the National Geodetic Survey in February 1997..
 RK0700
 RK0700
 RK0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0700
 RK0700.The geoid height was determined by GEOID03.
 RK0700
 RK0700;                    North         East     Units Scale Factor Converg.
 RK0700;SPC MI N     -   194,280.511 7,970,002.140   MT  0.99991199   -0 16 57.5
 RK0700;SPC MI N     -   637,403.25 26,148,300.98   iFT  0.99991199   -0 16 57.5
 RK0700;UTM  16      - 5,153,084.906   470,011.390   MT  0.99961105   -0 17 01.7
 RK0700
 RK0700                          SUPERSEDED SURVEY CONTROL
 RK0700
 RK0700  NAD 83(1986)-  46 31 50.38599(N)    087 23 27.74623(W) AD(       ) 4
 RK0700
 RK0700.Superseded values are not recommended for survey control.
 RK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0700.See file dsdata.txt to determine how the superseded data were derived.
 RK0700
 RK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDS7001153085(NAD 83)
 RK0700_MARKER: 63 = STACK
 RK0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 RK0700
 RK0700  HISTORY     - Date     Condition        Report By
 RK0700  HISTORY     - 1981     FIRST OBSERVED   NOS
 RK0700  HISTORY     - 20010331 GOOD             NGS
 RK0700
 RK0700                          STATION DESCRIPTION
 RK0700
 RK0700'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 RK0700'THE STATION, MARQUETTE MUN PWR CO TALL STK, IS THE CENTERLINE
 RK0700'OF THE TALLER AND EASTERLY OF TWO STACKS AT THE SHIRAS
 RK0700'GENERATING PLANT.
 RK0700'
 RK0700'THE STATION IS LOCATED IN MARQUETTE ON THE PROPERTY OF THE
 RK0700'MARQUETTE MUNICIPAL POWER COMPANY SHIRAS GENERATING PLANT.
 RK0700'
 RK0700'DESCRIBED BY B. LINK.
 RK0700
 RK0700                          STATION RECOVERY (2001)
 RK0700
 RK0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 RK0700'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1411 ***********************************************************************
 NF1411  DESIGNATION -  MARSHALL CO ROAD COMM RAD MAST
 NF1411  PID         -  NF1411
 NF1411  STATE/COUNTY-  MI/CALHOUN
 NF1411  USGS QUAD   -  MARSHALL (1980)
 NF1411
 NF1411                         *CURRENT SURVEY CONTROL
 NF1411  ___________________________________________________________________
 NF1411* NAD 83(1994)-  42 17 03.66810(N)    084 56 17.52072(W)     ADJUSTED  
 NF1411* NAVD 88     -                                                        
 NF1411  ___________________________________________________________________
 NF1411  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 NF1411  GEOID HEIGHT-         -33.72  (meters)                     GEOID03
 NF1411
 NF1411  HORZ ORDER  -  THIRD
 NF1411
 NF1411.The horizontal coordinates were established by classical geodetic methods
 NF1411.and adjusted by the National Geodetic Survey in February 1997..
 NF1411
 NF1411
 NF1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1411
 NF1411.The geoid height was determined by GEOID03.
 NF1411
 NF1411;                    North         East     Units Scale Factor Converg.
 NF1411;SPC MI S     -    87,284.454 3,952,861.589   MT  0.99996145   -0 23 20.2
 NF1411;SPC MI S     -   286,366.32 12,968,706.00   iFT  0.99996145   -0 23 20.2
 NF1411;UTM  16      - 4,683,406.671   669,994.585   MT  0.99995558   +1 23 15.1
 NF1411
 NF1411                          SUPERSEDED SURVEY CONTROL
 NF1411
 NF1411  NAD 83(1986)-  42 17 03.66663(N)    084 56 17.53759(W) AD(       ) 4
 NF1411  NAD 27      -  42 17 03.52153(N)    084 56 17.58672(W) AD(       ) 3
 NF1411
 NF1411.Superseded values are not recommended for survey control.
 NF1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1411.See file dsdata.txt to determine how the superseded data were derived.
 NF1411
 NF1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6999583407(NAD 83)
 NF1411_MARKER: 42 = RADIO/TV MAST
 NF1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1411+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 NF1411
 NF1411  HISTORY     - Date     Condition        Report By
 NF1411  HISTORY     - 1970     FIRST OBSERVED   NGS
 NF1411  HISTORY     - 20011128 GOOD             NGS
 NF1411  HISTORY     - 20050912 GOOD             USPSQD
 NF1411
 NF1411                          STATION DESCRIPTION
 NF1411
 NF1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1411'MARSHALL, CALHOUN COUNTY ROAD COMMISSION RADIO MAST KE 3169 IS
 NF1411'LOCATED ABOUT
 NF1411'1-1/2 MILES NORTHEAST OF MARSHALL AND 0.15 MILE NORTH
 NF1411'OF INTERSTATE HIGHWAY 94.  IT IS
 NF1411'OWNED AND OPERATED BY THE CALHOUN
 NF1411'COUNTY ROAD COMMISSION.
 NF1411'
 NF1411'TO REACH FROM THE POST OFFICE IN MARSHALL, GO EASTERLY ON MICHIGAN
 NF1411'AVENUE (BUSINESS
 NF1411'94) FOR 0.85 MILE TO AN ANGLE ROAD LEFT.  BEAR LEFT
 NF1411'AND GO NORTHEAST ON PARTELLO ROAD
 NF1411'FOR 0.3 MILE TO A FORK.  KEEP LEFT
 NF1411'AND GO NORTH ON 18-1/2 MILE ROAD FOR 0.6 MILE TO THE
 NF1411'COUNTY JUVENILE
 NF1411'HOME ON THE LEFT AND THE MAST ABOUT 100 YARDS NORTHWEST OF THE
 NF1411'JUVENILE HOME.
 NF1411'
 NF1411'THE MAST IS A TRIANGULAR SHAPED STEEL STRUCTURE, GUYED, PAINTED
 NF1411'ALTERNATELY RED
 NF1411'AND WHITE AND HAS AN L-SHAPED ANTENNA NEAR THE TOP.
 NF1411'IT HAS AN OVERALL HEIGHT OF 266
 NF1411'FEET AND IS LIGHTED.
 NF1411'
 NF1411'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1411
 NF1411                          STATION RECOVERY (2001)
 NF1411
 NF1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1411'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1411
 NF1411                          STATION RECOVERY (2005)
 NF1411
 NF1411'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1412 ***********************************************************************
 NF1412  DESIGNATION -  MARSHALL TRIAD CABLE TV MAST
 NF1412  PID         -  NF1412
 NF1412  STATE/COUNTY-  MI/CALHOUN
 NF1412  USGS QUAD   -  MARSHALL (1980)
 NF1412
 NF1412                         *CURRENT SURVEY CONTROL
 NF1412  ___________________________________________________________________
 NF1412* NAD 83(1994)-  42 18 52.19145(N)    084 55 42.94780(W)     ADJUSTED  
 NF1412* NAVD 88     -                                                        
 NF1412  ___________________________________________________________________
 NF1412  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 NF1412  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 NF1412
 NF1412  HORZ ORDER  -  THIRD
 NF1412
 NF1412.The horizontal coordinates were established by classical geodetic methods
 NF1412.and adjusted by the National Geodetic Survey in February 1997..
 NF1412
 NF1412
 NF1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1412
 NF1412.The geoid height was determined by GEOID03.
 NF1412
 NF1412;                    North         East     Units Scale Factor Converg.
 NF1412;SPC MI S     -    90,627.431 3,953,676.001   MT  0.99995612   -0 22 56.7
 NF1412;SPC MI S     -   297,334.09 12,971,377.96   iFT  0.99995612   -0 22 56.7
 NF1412;UTM  16      - 4,686,773.287   670,704.949   MT  0.99995855   +1 23 41.3
 NF1412
 NF1412                          SUPERSEDED SURVEY CONTROL
 NF1412
 NF1412  NAD 83(1986)-  42 18 52.19012(N)    084 55 42.96559(W) AD(       ) 4
 NF1412  NAD 27      -  42 18 52.04621(N)    084 55 43.01318(W) AD(       ) 3
 NF1412
 NF1412.Superseded values are not recommended for survey control.
 NF1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1412.See file dsdata.txt to determine how the superseded data were derived.
 NF1412
 NF1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM7070586773(NAD 83)
 NF1412_MARKER: 42 = RADIO/TV MAST
 NF1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1412+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 NF1412
 NF1412  HISTORY     - Date     Condition        Report By
 NF1412  HISTORY     - 1969     FIRST OBSERVED   CGS
 NF1412  HISTORY     - 1970     SEE DESCRIPTION  NGS
 NF1412  HISTORY     - 20011128 GOOD             NGS
 NF1412  HISTORY     - 20050912 GOOD             USPSQD
 NF1412
 NF1412                          STATION DESCRIPTION
 NF1412
 NF1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 NF1412'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTHEAST
 NF1412'OF MARSHALL, 1
 NF1412'MILE NORTH OF INTERSTATE HIGHWAY 94 AND OWNED BY
 NF1412'THE TRIAD CABLE TV CORPORATION OF
 NF1412'MARSHALL.
 NF1412'
 NF1412'TO REACH THE STATION FROM THE POST OFFICE IN MARSHALL, GO EAST AND
 NF1412'NORTHEAST ON
 NF1412'MICHIGAN AVENUE FOR 2.0 MILES TO A SIDE ROAD LEFT JUST AFTER
 NF1412'CROSSING INTERSTATE HIGHWAY 94.
 NF1412'TURN LEFT AND GO NORTH ON 19 MILE ROAD
 NF1412'FOR 2.2 MILES TO THE MAST ON THE LEFT.
 NF1412'
 NF1412'IT IS A STEEL TRUSSWORK STRUCTURE SUPPORTED BY GUY CABLES, PAINTED
 NF1412'IN ALTERNATE
 NF1412'SECTIONS OF RED AND WHITE AND HAS AN OVER-ALL HEIGHT OF
 NF1412'690 FEET.
 NF1412'
 NF1412'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
 NF1412
 NF1412                          STATION RECOVERY (1970)
 NF1412
 NF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 NF1412'MARSHALL TRIAD CABLE TELEVISION MAST WAS RECOVERED AS DESCRIBED
 NF1412'BY J.L. COOK IN
 NF1412'1969.
 NF1412
 NF1412                          STATION RECOVERY (2001)
 NF1412
 NF1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 NF1412'THIS REPORT WAS SUMITTED BY THE US POWER SQUADRONS.
 NF1412
 NF1412                          STATION RECOVERY (2005)
 NF1412
 NF1412'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1686 ***********************************************************************
 NF1686  DESIGNATION -  MARSPORT
 NF1686  PID         -  NF1686
 NF1686  STATE/COUNTY-  MI/CALHOUN
 NF1686  USGS QUAD   -  MARSHALL (1980)
 NF1686
 NF1686                         *CURRENT SURVEY CONTROL
 NF1686  ___________________________________________________________________
 NF1686* NAD 83(1994)-  42 15 06.11939(N)    084 57 28.17483(W)     ADJUSTED  
 NF1686* NAVD 88     -       285.9    (meters)     938.     (feet)  GPS OBS   
 NF1686  ___________________________________________________________________
 NF1686  X           -     415,577.163 (meters)                     COMP
 NF1686  Y           -  -4,710,134.980 (meters)                     COMP
 NF1686  Z           -   4,266,508.926 (meters)                     COMP
 NF1686  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 NF1686  ELLIP HEIGHT-         252.23  (meters)          (01/25/05) GPS OBS
 NF1686  GEOID HEIGHT-         -33.66  (meters)                     GEOID03
 NF1686
 NF1686  HORZ ORDER  -  FIRST
 NF1686  ELLP ORDER  -  FOURTH    CLASS I
 NF1686
 NF1686.The horizontal coordinates were established by GPS observations
 NF1686.and adjusted by the National Geodetic Survey in January 2005..
 NF1686
 NF1686.The orthometric height was determined by GPS observations and a
 NF1686.high-resolution geoid model.
 NF1686
 NF1686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1686
 NF1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1686
 NF1686.The ellipsoidal height was determined by GPS observations
 NF1686.and is referenced to NAD 83.
 NF1686
 NF1686.The geoid height was determined by GEOID03.
 NF1686
 NF1686;                    North         East     Units Scale Factor Converg.
 NF1686;SPC MI S     -    83,668.868 3,951,217.442   MT  0.99996754   -0 24 08.3
 NF1686;SPC MI S     -   274,504.16 12,963,311.82   iFT  0.99996754   -0 24 08.3
 NF1686;UTM  16      - 4,679,741.907   668,463.309   MT  0.99994920   +1 22 24.4
 NF1686
 NF1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1686!SPC MI S     -   0.99996044  x   0.99996754  =   0.99992798
 NF1686!UTM  16      -   0.99996044  x   0.99994920  =   0.99990964
 NF1686
 NF1686:                Primary Azimuth Mark                     Grid Az
 NF1686:SPC MI S     -  MARSPORT AZ MK                           096 56 54.9
 NF1686:UTM  16      -  MARSPORT AZ MK                           095 10 22.2
 NF1686
 NF1686|---------------------------------------------------------------------|
 NF1686| PID    Reference Object                     Distance      Geod. Az  |
 NF1686|                                                           dddmmss.s |
 NF1686| NF1687 MARSPORT AZ MK                      APPROX. 0.7 KM 0963246.6 |
 NF1686|---------------------------------------------------------------------|
 NF1686
 NF1686                          SUPERSEDED SURVEY CONTROL
 NF1686
 NF1686  ELLIP H (07/17/02)  252.53   (m)                       GP(       ) 4 1
 NF1686  NAD 83(1994)-  42 15 06.11662(N)    084 57 28.16574(W) AD(       ) 1
 NF1686  ELLIP H (02/03/97)  252.51   (m)                       GP(       ) 4 1
 NF1686  NAD 83(1986)-  42 15 06.11523(N)    084 57 28.18291(W) AD(       ) 1
 NF1686  NAD 83(1986)-  42 15 06.11612(N)    084 57 28.16830(W) AD(       ) 3
 NF1686  NGVD 29 (03/27/91)  286.4    (m)          940.     (f) GPS OBS        
 NF1686
 NF1686.Superseded values are not recommended for survey control.
 NF1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1686.See file dsdata.txt to determine how the superseded data were derived.
 NF1686
 NF1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6846379742(NAD 83)
 NF1686_MARKER: I = METAL ROD
 NF1686_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1686_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1686_STAMPING: MARSPORT 1989
 NF1686_MARK LOGO: NGS   
 NF1686_PROJECTION: FLUSH
 NF1686_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1686+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 NF1686_ROD/PIPE-DEPTH: 11.7 meters
 NF1686_SLEEVE-DEPTH  : 1.0 meters
 NF1686
 NF1686  HISTORY     - Date     Condition        Report By
 NF1686  HISTORY     - 1989     MONUMENTED       NGS
 NF1686  HISTORY     - 20050923 GOOD             USPSQD
 NF1686
 NF1686                          STATION DESCRIPTION
 NF1686
 NF1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1686'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF MARSHALL, AT
 NF1686'THE MARSHALL BROOKS FIELD AIRPORT, IN THE NORTHEAST ANGLE OF THE
 NF1686'JUNCTION OF THE RUNWAY AND A CONNECTING TAXIWAY.  OWNERSHIP---CITY OF
 NF1686'MARSHALL, C/O AIRPORT MANAGER SCOTT SOUTHWELL, 1243 SOUTH KALAMAZOO
 NF1686'AVENUE, MARSHALL MI 49068.  PHONE IS (616) 781-3996.
 NF1686'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN MARSHALL, GO SOUTH FOR
 NF1686'1.9 KM (1.20 MI) ON SOUTH KALAMAZOO AVENUE TO A GRAVEL ROAD LEFT. TURN
 NF1686'LEFT AND GO EASTERLY FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE
 NF1686'ROAD, PASSING TO THE NORTH OF A HANGAR, TO A PARKING AREA.  TURN RIGHT
 NF1686'AND GO SOUTH THEN SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE PARKING
 NF1686'AREA AND ACROSS AN APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO SOUTH
 NF1686'FOR 0.2 KM (0.10 MI) ON A TAXIWAY TO A TAXIWAY LEFT.  TURN LEFT AND GO
 NF1686'EAST FOR 0.3 KM (0.20 MI) ON THE TAXIWAY TO A CONNECTING TAXIWAY
 NF1686'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE CONNECTING
 NF1686'TAXIWAY TO THE STATION ON THE LEFT JUST BEFORE REACHING THE RUNWAY.
 NF1686'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1686'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 11.7 METERS IN A GREASE
 NF1686'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1686'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1686'34.7 M (113.8 FT) NORTHEAST FROM THE JUNCTION OF THE NORTH-NORTHEAST
 NF1686'EDGE OF THE RUNWAY AND THE CENTER OF A CONNECTING TAXIWAY, 21.8 M
 NF1686'(71.5 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE OF THE RUNWAY,
 NF1686'21.5 M (70.5 FT) EAST-SOUTHEAST FROM THE EAST-SOUTHEAST EDGE OF A
 NF1686'CONNECTING TAXIWAY AND 1.0 M (3.3 FT) SOUTH-SOUTHWEST FROM A CARSONITE
 NF1686'WITNESS POST.
 NF1686'DESCRIBED BY J.B. WARD.
 NF1686'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1686
 NF1686                          STATION RECOVERY (2005)
 NF1686
 NF1686'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1686'THE STATION IS 56 FEET NORTH-NORTHEAST OF TAXIWAY MARK A (A PERMANENT
 NF1686'LARGE LIGHTED SIGN) AND 70 FEET EAST OF THE EAST EDGE OF TAXIWAY A.
 NF1686'THE CAP IS MISSING. THE CARSONITE WITNESS POST IS ALSO MISSING.
 NF1686'CONTACT PERSON - ERIC METZGER, FIXED BASE OPERATIONS MANAGER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1687 ***********************************************************************
 NF1687  DESIGNATION -  MARSPORT AZ MK
 NF1687  PID         -  NF1687
 NF1687  STATE/COUNTY-  MI/CALHOUN
 NF1687  USGS QUAD   -  MARSHALL (1980)
 NF1687
 NF1687                         *CURRENT SURVEY CONTROL
 NF1687  ___________________________________________________________________
 NF1687* NAD 83(1994)-  42 15 03.65002(N)    084 56 59.22230(W)     ADJUSTED  
 NF1687* NAVD 88     -       284.3    (meters)     933.     (feet)  GPS OBS   
 NF1687  ___________________________________________________________________
 NF1687  X           -     416,242.705 (meters)                     COMP
 NF1687  Y           -  -4,710,126.440 (meters)                     COMP
 NF1687  Z           -   4,266,451.437 (meters)                     COMP
 NF1687  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 NF1687  ELLIP HEIGHT-         250.61  (meters)          (07/17/02) GPS OBS
 NF1687  GEOID HEIGHT-         -33.67  (meters)                     GEOID03
 NF1687
 NF1687  HORZ ORDER  -  FIRST
 NF1687  ELLP ORDER  -  FOURTH    CLASS I
 NF1687
 NF1687.The horizontal coordinates were established by GPS observations
 NF1687.and adjusted by the National Geodetic Survey in February 1997..
 NF1687
 NF1687.The orthometric height was determined by GPS observations and a
 NF1687.high-resolution geoid model.
 NF1687
 NF1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1687
 NF1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1687
 NF1687.The ellipsoidal height was determined by GPS observations
 NF1687.and is referenced to NAD 83.
 NF1687
 NF1687.The geoid height was determined by GEOID03.
 NF1687
 NF1687;                    North         East     Units Scale Factor Converg.
 NF1687;SPC MI S     -    83,588.052 3,951,880.561   MT  0.99996767   -0 23 48.6
 NF1687;SPC MI S     -   274,239.02 12,965,487.40   iFT  0.99996767   -0 23 48.6
 NF1687;UTM  16      - 4,679,681.678   669,128.603   MT  0.99995196   +1 22 43.9
 NF1687
 NF1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1687!SPC MI S     -   0.99996070  x   0.99996767  =   0.99992837
 NF1687!UTM  16      -   0.99996070  x   0.99995196  =   0.99991266
 NF1687
 NF1687:                Primary Azimuth Mark                     Grid Az
 NF1687:SPC MI S     -  MARSPORT                                 276 56 54.7
 NF1687:UTM  16      -  MARSPORT                                 275 10 22.2
 NF1687
 NF1687|---------------------------------------------------------------------|
 NF1687| PID    Reference Object                     Distance      Geod. Az  |
 NF1687|                                                           dddmmss.s |
 NF1687| NF1686 MARSPORT                            APPROX. 0.7 KM 2763306.1 |
 NF1687|---------------------------------------------------------------------|
 NF1687
 NF1687                          SUPERSEDED SURVEY CONTROL
 NF1687
 NF1687  ELLIP H (02/03/97)  250.60   (m)                       GP(       ) 4 1
 NF1687  NAD 83(1986)-  42 15 03.64855(N)    084 56 59.23940(W) AD(       ) 1
 NF1687  NAD 83(1986)-  42 15 03.64943(N)    084 56 59.22476(W) AD(       ) 3
 NF1687  NGVD 29 (03/27/91)  284.5    (m)          933.     (f) GPS OBS        
 NF1687
 NF1687.Superseded values are not recommended for survey control.
 NF1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1687.See file dsdata.txt to determine how the superseded data were derived.
 NF1687
 NF1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFM6912979682(NAD 83)
 NF1687_MARKER: I = METAL ROD
 NF1687_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1687_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1687_STAMPING: MARSPORT AZ MK 1989
 NF1687_MARK LOGO: NGS   
 NF1687_PROJECTION: FLUSH
 NF1687_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1687+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2005
 NF1687_ROD/PIPE-DEPTH: 10.7 meters
 NF1687_SLEEVE-DEPTH  : 1.0 meters
 NF1687
 NF1687  HISTORY     - Date     Condition        Report By
 NF1687  HISTORY     - 1989     MONUMENTED       NGS
 NF1687  HISTORY     - 20050923 GOOD             USPSQD
 NF1687
 NF1687                          STATION DESCRIPTION
 NF1687
 NF1687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1687'THE STATION IS LOCATED ABOUT 1.9 KM (1.20 MI) SOUTH OF MARSHALL, AT
 NF1687'THE MARSHALL BROOKS FIELD AIRPORT, ALONG THE NORTH EDGE, NEAR THE EAST
 NF1687'END OF THE RUNWAY.  OWNERSHIP---CITY OF MARSHALL, C/O AIRPORT MANAGER
 NF1687'SCOTT SOUTHWELL, 1243 SOUTH KALAMAZOO AVENUE, MARSHALL MI 49068. PHONE
 NF1687'IS (616) 781-3996.
 NF1687'TO REACH THE STATION FROM THE TRAFFIC CIRCLE IN MARSHALL, GO SOUTH FOR
 NF1687'1.9 KM (1.20 MI) ON SOUTH KALAMAZOO AVENUE TO A GRAVEL ROAD LEFT. TURN
 NF1687'LEFT AND GO EASTERLY FOR 0.2 KM (0.10 MI) ON THE AIRPORT ENTRANCE
 NF1687'ROAD, PASSING TO THE NORTH OF A HANGAR, TO A PARKING AREA.  TURN RIGHT
 NF1687'AND GO SOUTH THEN SOUTHWEST FOR 0.1 KM (0.05 MI) ACROSS THE PARKING
 NF1687'AREA AND ACROSS AN APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO SOUTH
 NF1687'FOR 0.3 KM (0.20 MI) ON A TAXIWAY TO THE RUNWAY.  TURN LEFT AND GO
 NF1687'EAST FOR 0.9 KM (0.55 MI) ON THE RUNWAY TO THE STATION ON THE LEFT
 NF1687'JUST BEFORE A PAVED TURN-AROUND LEFT.
 NF1687'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1687'BELOW GROUND DRIVEN TO REFUSAL AT A DEPTH OF 10.7 METERS IN A GREASE
 NF1687'FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A PVC PIPE
 NF1687'COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.  LOCATED
 NF1687'30.4 M (99.7 FT) WEST-NORTHWEST FROM THE NORTHWEST CORNER OF A PAVED
 NF1687'TURN-AROUND, 26.7 M (87.6 FT) NORTHWEST FROM THE JUNCTION OF THE
 NF1687'NORTH-NORTHEAST EDGE OF THE RUNWAY AND THE WEST EDGE OF THE PAVED TURN
 NF1687'AROUND, 22.7 M (74.5 FT) NORTH-NORTHEAST FROM THE NORTH-NORTHEAST EDGE
 NF1687'OF THE RUNWAY AND 0.9 M (3.0 FT) SOUTH-SOUTHWEST FROM A CARSONITE
 NF1687'WITNESS POST.
 NF1687'DESCRIBED BY J.B. WARD.
 NF1687'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1687
 NF1687                          STATION RECOVERY (2005)
 NF1687
 NF1687'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 NF1687'THE STATION IS 63 FEET NORTH OF TAXIWAY MARKER A ( A PERMANENT LARGE
 NF1687'LIGHTED SIGN) AND 158 FEET WEST-NORTHWEST OF TAXIWAY MARKER A. THE
 NF1687'CARSONITE WITNESS POST IS MISSING. THE CAP IS ALSO MISSING.
 NF1687'CONTACT PERSON - ERIC METZGER, FIXED BASE OPERATIONS MANAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0222 ***********************************************************************
 QK0222  DESIGNATION -  MART
 QK0222  PID         -  QK0222
 QK0222  STATE/COUNTY-  MI/MACKINAC
 QK0222  USGS QUAD   -  EVERGREEN SHORES (1964)
 QK0222
 QK0222                         *CURRENT SURVEY CONTROL
 QK0222  ___________________________________________________________________
 QK0222* NAD 83(1986)-  45 59 14.     (N)    084 44 13.     (W)     SCALED    
 QK0222* NAVD 88     -       187.292  (meters)     614.47   (feet)  ADJUSTED  
 QK0222  ___________________________________________________________________
 QK0222  GEOID HEIGHT-         -35.42  (meters)                     GEOID03
 QK0222  DYNAMIC HT  -         187.301 (meters)     614.50  (feet)  COMP
 QK0222  MODELED GRAV-     980,655.7   (mgal)                       NAVD 88
 QK0222
 QK0222  VERT ORDER  -  FIRST     CLASS 0
 QK0222
 QK0222.The horizontal coordinates were scaled from a topographic map and have
 QK0222.an estimated accuracy of +/- 6 seconds.
 QK0222
 QK0222.The orthometric height was determined by differential leveling
 QK0222.and adjusted by the National Geodetic Survey in June 1991..
 QK0222
 QK0222.The geoid height was determined by GEOID03.
 QK0222
 QK0222.The dynamic height is computed by dividing the NAVD 88
 QK0222.geopotential number by the normal gravity value computed on the
 QK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0222.degrees latitude (g = 980.6199 gals.).
 QK0222
 QK0222.The modeled gravity was interpolated from observed gravity values.
 QK0222
 QK0222;                    North         East    Units  Estimated Accuracy
 QK0222;SPC MI N     -   136,310.    8,175,310.      MT  (+/- 180 meters Scaled)
 QK0222
 QK0222                          SUPERSEDED SURVEY CONTROL
 QK0222
 QK0222.No superseded survey control is available for this station.
 QK0222
 QK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR752951(NAD 83)
 QK0222_MARKER: Z = SEE DESCRIPTION
 QK0222_SETTING: 30 = SET IN A LIGHT STRUCTURE
 QK0222_SP_SET: WALL
 QK0222_MARK LOGO: NONE  
 QK0222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 QK0222
 QK0222  HISTORY     - Date     Condition        Report By
 QK0222  HISTORY     - 1972     MONUMENTED       NOS
 QK0222  HISTORY     - 1972     GOOD             USLS
 QK0222  HISTORY     - 1983     GOOD             NGS
 QK0222  HISTORY     - 19950602 GOOD             USPSQD
 QK0222  HISTORY     - 19950711 GOOD             USPSQD
 QK0222  HISTORY     - 20010331 GOOD             NGS
 QK0222  HISTORY     - 20030606 GOOD             USPSQD
 QK0222  HISTORY     - 20060830 GOOD             USPSQD
 QK0222
 QK0222                          STATION DESCRIPTION
 QK0222
 QK0222'DESCRIBED BY US LAKE SURVEY 1972
 QK0222'3.5 MI N FROM ST IGNACE.
 QK0222'MART IS IN MACKINAC COUNTY, MICHIGAN, 3.5 MILES NORTHERLY ALONG STATE
 QK0222'STREET, FROM THE POST OFFICE AT ST. IGNACE TO INTERSECTION,
 QK0222'THENCE NORTHERLY 6.4 MILES ALONG THE OLD MACKINAC TRAIL (CO. RD.
 QK0222'412) TO MARTINEAU CREEK, 25 FEET SOUTHEAST OF CENTERLINE OF OLD
 QK0222'MACKINAC TRAIL, 0.6 FEET SOUTHWEST OF NORTHEAST FACE AND 0.6
 QK0222'FEET NORTHWEST OF SOUTHEAST FACE OF WINGWALL OF BRIDGE OVER
 QK0222'CREEK, 3 FEET BELOW ROAD, BEING HIGHEST POINT ON TOP OF A
 QK0222'1/2-INCH DIAMETER BRASS ROD SET INTO THE CONCRETE WALL.
 QK0222'NOTE-- PREV. DESIG. MART 1972.
 QK0222
 QK0222                          STATION RECOVERY (1983)
 QK0222
 QK0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0222'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM
 QK0222'(3.5 MI) NORTH ALONG STATE STREET AND BUSINESS INTERSTATE 75 FROM THE
 QK0222'POST OFFICE IN ST. IGNACE, THENCE 10.15 KM (6.35 MI) NORTH ALONG
 QK0222'COUNTY ROAD H 63 AND OLD MACKINAC TRAIL TO MARTINEAU CREEK, SET IN THE
 QK0222'NORTH WEST WINGWALL, THE HIGHEST POINT ON TOP OF A 1 1/2-INCH DIAMETER
 QK0222'BRASS ROD, 7.62 METERS (25.0 FT) SOUTHEAST OF OLD MACKINAC TRAIL,
 QK0222'0.18 METERS (0.6 FT) SOUTHWEST OF NORTHEAST FACE OF WINGWALL OVER
 QK0222'CREEK, AND, 0.18 METERS (0.6 FT) NORTHEAST OF SOUTHEAST FACE OF
 QK0222'WINGWALL OVER CREEK.
 QK0222'THE MARK IS 1.2 M BELOW HIGHWAY.
 QK0222
 QK0222                          STATION RECOVERY (1995)
 QK0222
 QK0222'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0222'RECOVERED IN GOOD CONDITION.
 QK0222
 QK0222                          STATION RECOVERY (1995)
 QK0222
 QK0222'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0222'RECOVERED IN GOOD CONDITION.
 QK0222
 QK0222                          STATION RECOVERY (2001)
 QK0222
 QK0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 QK0222'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 QK0222
 QK0222                          STATION RECOVERY (2003)
 QK0222
 QK0222'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAA)
 QK0222'RECOVERED IN GOOD CONDITION.
 QK0222
 QK0222                          STATION RECOVERY (2006)
 QK0222
 QK0222'RECOVERY NOTE BY US POWER SQUADRON 2006 (BAA)
 QK0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0563 ***********************************************************************
 QK0563  DESIGNATION -  MARTIN REEF LIGHTHOUSE USLS
 QK0563  PID         -  QK0563
 QK0563  STATE/COUNTY-  MI/MACKINAC
 QK0563  USGS QUAD   -  PRENTISS BAY (1976)
 QK0563
 QK0563                         *CURRENT SURVEY CONTROL
 QK0563  ___________________________________________________________________
 QK0563* NAD 83(1994)-  45 54 47.32393(N)    084 08 55.01437(W)     ADJUSTED  
 QK0563* NAVD 88     -                                                        
 QK0563  ___________________________________________________________________
 QK0563  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 QK0563  GEOID HEIGHT-         -36.40  (meters)                     GEOID03
 QK0563
 QK0563  HORZ ORDER  -  THIRD
 QK0563
 QK0563.The horizontal coordinates were established by classical geodetic methods
 QK0563.and adjusted by the National Geodetic Survey in February 1997..
 QK0563
 QK0563
 QK0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0563
 QK0563.The geoid height was determined by GEOID03.
 QK0563
 QK0563;                    North         East     Units Scale Factor Converg.
 QK0563;SPC MI N     -   129,550.173 8,221,158.472   MT  0.99992381   +2 03 39.4
 QK0563;SPC MI N     -   425,033.38 26,972,304.70   iFT  0.99992381   +2 03 39.4
 QK0563;UTM  16      - 5,088,351.370   721,131.737   MT  1.00020119   +2 02 56.2
 QK0563
 QK0563                          SUPERSEDED SURVEY CONTROL
 QK0563
 QK0563  NAD 83(1986)-  45 54 47.31437(N)    084 08 55.01178(W) AD(       ) 4
 QK0563  NAD 27      -  45 54 47.29200(N)    084 08 54.95300(W) AD(       ) 3
 QK0563
 QK0563.Superseded values are not recommended for survey control.
 QK0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0563.See file dsdata.txt to determine how the superseded data were derived.
 QK0563
 QK0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2113288351(NAD 83)
 QK0563
 QK0563  HISTORY     - Date     Condition        Report By
 QK0563  HISTORY     - UNK      MONUMENTED
 QK0563  HISTORY     - 1977     GOOD             NGS
 QK0563  HISTORY     - 19950712 GOOD             USPSQD
 QK0563
 QK0563                          STATION DESCRIPTION
 QK0563
 QK0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (RS)
 QK0563'STATION IS THE CENTER OF THE LIGHT.
 QK0563
 QK0563                          STATION RECOVERY (1995)
 QK0563
 QK0563'RECOVERY NOTE BY US POWER SQUADRON 1995
 QK0563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RK0508 ***********************************************************************
 RK0508  DESIGNATION -  MARTTILA
 RK0508  PID         -  RK0508
 RK0508  STATE/COUNTY-  MI/DELTA
 RK0508  USGS QUAD   -  ROCK (1985)
 RK0508
 RK0508                         *CURRENT SURVEY CONTROL
 RK0508  ___________________________________________________________________
 RK0508* NAD 83(1994)-  46 02 35.24898(N)    087 12 55.92448(W)     ADJUSTED  
 RK0508* NAVD 88     -       288.     (meters)     945.     (feet)  SCALED    
 RK0508  ___________________________________________________________________
 RK0508  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 RK0508  GEOID HEIGHT-         -34.85  (meters)                     GEOID03
 RK0508
 RK0508  HORZ ORDER  -  FIRST
 RK0508
 RK0508.The horizontal coordinates were established by classical geodetic methods
 RK0508.and adjusted by the National Geodetic Survey in February 1997..
 RK0508
 RK0508.The orthometric height was scaled from a topographic map.
 RK0508
 RK0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 RK0508
 RK0508.The geoid height was determined by GEOID03.
 RK0508
 RK0508;                    North         East     Units Scale Factor Converg.
 RK0508;SPC MI N     -   140,040.951 7,983,318.449   MT  0.99991172   -0 09 20.8
 RK0508;SPC MI N     -   459,451.94 26,191,989.66   iFT  0.99991172   -0 09 20.8
 RK0508;UTM  16      - 5,098,861.541   483,323.631   MT  0.99960342   -0 09 18.6
 RK0508
 RK0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 RK0508!SPC MI N     -   0.99996030  x   0.99991172  =   0.99987202
 RK0508!UTM  16      -   0.99996030  x   0.99960342  =   0.99956374
 RK0508
 RK0508|---------------------------------------------------------------------|
 RK0508| PID    Reference Object                     Distance      Geod. Az  |
 RK0508|                                                           dddmmss.s |
 RK0508| CJ3280 MARTTILA RM 1                        23.960 METERS 16151     |
 RK0508| CJ3279 MARTTILA AZ MK                                     2664223.6 |
 RK0508| CJ3281 MARTTILA RM 2                        22.551 METERS 27454     |
 RK0508|---------------------------------------------------------------------|
 RK0508
 RK0508                          SUPERSEDED SURVEY CONTROL
 RK0508
 RK0508  NAD 83(1986)-  46 02 35.24560(N)    087 12 55.92149(W) AD(       ) 1
 RK0508  NAD 27      -  46 02 35.40400(N)    087 12 55.42200(W) AD(       ) 1
 RK0508
 RK0508.Superseded values are not recommended for survey control.
 RK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RK0508.See file dsdata.txt to determine how the superseded data were derived.
 RK0508
 RK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDR8332498862(NAD 83)
 RK0508_MARKER: DS = TRIANGULATION STATION DISK
 RK0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 RK0508
 RK0508  HISTORY     - Date     Condition        Report By
 RK0508  HISTORY     - 1954     MONUMENTED       CGS
 RK0508  HISTORY     - 1955     GOOD             CGS
 RK0508
 RK0508                          STATION DESCRIPTION
 RK0508
 RK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (DAJ)
 RK0508'STATION IS LOCATED ABOUT 10 MILES NORTH OF THE VILLAGE OF CORNELL,
 RK0508'ABOUT 2.5 MILES SOUTHWEST OF THE VILLAGE OF ROCK, AND 1.5 MILES EAST
 RK0508'OF MARQUETTE-DELTA COUNTY LINE.  IT IS 58 FEET NORTH OF THE
 RK0508'APPROXIMATE CENTERLINE OF ROAD, AND 4-1/2 FEET SOUTH OF WITNESS
 RK0508'POST.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARTTILA
 RK0508'1954.
 RK0508'
 RK0508'REFERENCE MARK NO. 1 IS SET IN FENCELINE, AND 21 FEET SOUTH OF THE
 RK0508'APPROXIMATE CENTERLINE OF THE ROAD.  THE MARK PROJECTS 6 INCHES AND
 RK0508'THE DISK IS STAMPED MARTTILA NO 1 1954.
 RK0508'
 RK0508'REFERENCE MARK NO. 2 IS 63 FEET NORTH OF THE APPROXIMATE CENTERLINE
 RK0508'OF ROAD.  THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARTTILA
 RK0508'NO 2 1954.
 RK0508'
 RK0508'AZIMUTH MARK IS 23 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF ROAD,
 RK0508'3 FEET NORTH OF FENCELINE, AND 2 FEET WEST OF WITNESS POST.  THE
 RK0508'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MARTTILA 1954.
 RK0508'
 RK0508'TO REACH FROM THE POST OFFICE IN THE VILLAGE OF CORNELL, GO NORTHWEST
 RK0508'FOR 0.1 MILE TO FORKS.  TAKE RIGHT FORK AND GO NORTH ON GRAVEL ROAD
 RK0508'FOR 0.5 MILE TO SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST FOR 1.1
 RK0508'MILES TO T ROAD.  TURN LEFT AND FOLLOW GRAVEL ROAD NORTH FOR 5.5
 RK0508'MILES TO T ROAD.  TURN LEFT AND GO WEST FOR 2.9 MILES.  TURN RIGHT
 RK0508'AND GO NORTH FOR 4.9 MILES TO T ROAD.  TURN RIGHT AND GO EAST FOR 0.2
 RK0508'MILE TO T ROAD.  TURN RIGHT AND GO SOUTH AND THEN EAST FOR 0.8
 RK0508'MILE TO CROSSROADS.  CONTINUE EAST FOR 0.55 MILE TO AZIMUTH
 RK0508'MARK ON RIGHT.  CONTINUE EAST FOR 0.3 MILE TO STATION ON LEFT AS
 RK0508'DESCRIBED.
 RK0508'
 RK0508'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 RK0508
 RK0508                          STATION RECOVERY (1955)
 RK0508
 RK0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (NET)
 RK0508'STATION WAS RECOVERED, ALL MARKS WERE FOUND IN GOOD CONDITION AND
 RK0508'AS PREVIOUSLY DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE1378 ***********************************************************************
 NE1378  DESIGNATION -  MARYGROVE COLLEGE STACK
 NE1378  PID         -  NE1378
 NE1378  STATE/COUNTY-  MI/WAYNE
 NE1378  USGS QUAD   -  ROYAL OAK (1981)
 NE1378
 NE1378                         *CURRENT SURVEY CONTROL
 NE1378  ___________________________________________________________________
 NE1378* NAD 83(1994)-  42 24 52.81043(N)    083 09 27.32359(W)     ADJUSTED  
 NE1378* NAVD 88     -                                                        
 NE1378  ___________________________________________________________________
 NE1378  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 NE1378  GEOID HEIGHT-         -34.27  (meters)                     GEOID03
 NE1378
 NE1378  HORZ ORDER  -  THIRD
 NE1378
 NE1378.The horizontal coordinates were established by classical geodetic methods
 NE1378.and adjusted by the National Geodetic Survey in February 1997..
 NE1378
 NE1378
 NE1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 NE1378
 NE1378.The geoid height was determined by GEOID03.
 NE1378
 NE1378;                    North         East     Units Scale Factor Converg.
 NE1378;SPC MI S     -   102,313.934 4,099,510.585   MT  0.99994036   +0 49 22.1
 NE1378;SPC MI S     -   335,675.64 13,449,837.88   iFT  0.99994036   +0 49 22.1
 NE1378;UTM  17      - 4,698,073.259   322,474.475   MT  0.99998777   -1 27 20.4
 NE1378
 NE1378                          SUPERSEDED SURVEY CONTROL
 NE1378
 NE1378  NAD 83(1986)-  42 24 52.81858(N)    083 09 27.35143(W) AD(       ) 4
 NE1378  NAD 27      -  42 24 52.69000(N)    083 09 27.62000(W) AD(       ) 3
 NE1378
 NE1378.Superseded values are not recommended for survey control.
 NE1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE1378.See file dsdata.txt to determine how the superseded data were derived.
 NE1378
 NE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLG2247498073(NAD 83)
 NE1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NE1378+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2005
 NE1378
 NE1378  HISTORY     - Date     Condition        Report By
 NE1378  HISTORY     - UNK      MONUMENTED
 NE1378  HISTORY     - 1977     GOOD             NGS
 NE1378  HISTORY     - 19910728 GOOD             USPSQD
 NE1378  HISTORY     - 19970320 GOOD             USPSQD
 NE1378  HISTORY     - 20050826 GOOD             USPSQD
 NE1378
 NE1378                          STATION DESCRIPTION
 NE1378
 NE1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (EP)
 NE1378'THIS STATION WAS RECOVERED IN GOOD CONDITION.  THE STATION IS
 NE1378'LOCATED IN THE SW SECTION OF THE COLLEGE, IN THE CENTER OF THE POWER
 NE1378'PLANT BUILDING.  IT IS ABOUT 700 FEET EAST OF WYOMING AVENUE, AND
 NE1378'75 FEET NORTH OF THE SW ENTRANCE ROAD.  A YELLOW BRICK STACK ABOUT
 NE1378'125 FEET HIGH.  THE BUILDING ALSO HOUSES THE FIRE FIGHTING
 NE1378'EQUIPMENT.
 NE1378'
 NE1378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT DETROIT.
 NE1378
 NE1378                          STATION RECOVERY (1991)
 NE1378
 NE1378'RECOVERY NOTE BY US POWER SQUADRON 1991 (RS)
 NE1378'RECOVERED IN GOOD CONDITION.
 NE1378
 NE1378                          STATION RECOVERY (1997)
 NE1378
 NE1378'RECOVERY NOTE BY US POWER SQUADRON 1997
 NE1378'RECOVERED IN GOOD CONDITION.
 NE1378
 NE1378                          STATION RECOVERY (2005)
 NE1378
 NE1378'RECOVERY NOTE BY US POWER SQUADRON 2005 (RRJ)
 NE1378'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 OK0594 ***********************************************************************
 OK0594  DESIGNATION -  MASON
 OK0594  PID         -  OK0594
 OK0594  STATE/COUNTY-  MI/MECOSTA
 OK0594  USGS QUAD   -  MECOSTA (1979)
 OK0594
 OK0594                         *CURRENT SURVEY CONTROL
 OK0594  ___________________________________________________________________
 OK0594* NAD 83(1994)-  43 30 30.00443(N)    085 09 51.40864(W)     ADJUSTED  
 OK0594* NAVD 88     -       352.     (meters)    1155.     (feet)  SCALED    
 OK0594  ___________________________________________________________________
 OK0594  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 OK0594  GEOID HEIGHT-         -32.57  (meters)                     GEOID03
 OK0594
 OK0594  HORZ ORDER  -  FIRST
 OK0594
 OK0594.The horizontal coordinates were established by classical geodetic methods
 OK0594.and adjusted by the National Geodetic Survey in February 1997..
 OK0594
 OK0594.The orthometric height was scaled from a topographic map.
 OK0594
 OK0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 OK0594
 OK0594.The geoid height was determined by GEOID03.
 OK0594
 OK0594;                    North         East     Units Scale Factor Converg.
 OK0594;SPC MI S     -   223,392.961 3,935,503.698   MT  0.99996604   -0 32 34.1
 OK0594;SPC MI S     -   732,916.54 12,911,757.54   iFT  0.99996604   -0 32 34.1
 OK0594;UTM  16      - 4,818,903.854   648,388.484   MT  0.99987085   +1 15 50.6
 OK0594
 OK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 OK0594!SPC MI S     -   0.99994993  x   0.99996604  =   0.99991597
 OK0594!UTM  16      -   0.99994993  x   0.99987085  =   0.99982079
 OK0594
 OK0594:                Primary Azimuth Mark                     Grid Az
 OK0594:SPC MI S     -  MASON AZ MK                              088 14 06.1
 OK0594:UTM  16      -  MASON AZ MK                              086 25 41.4
 OK0594
 OK0594|---------------------------------------------------------------------|
 OK0594| PID    Reference Object                     Distance      Geod. Az  |
 OK0594|                                                           dddmmss.s |
 OK0594| CH0400 MASON AZ MK                                        0874132.0 |
 OK0594| CH0401 MASON RM 1                                         09016     |
 OK0594| OK0599 EDMORE DANISH LUTH CH SPIRE         APPROX.14.9 KM 1374257.5 |
 OK0594| OK0600 EDMORE HART CANNING TALL STK        APPROX.15.3 KM 1375906.0 |
 OK0594| CH0402 MASON RM 2                           16.941 METERS 21646     |
 OK0594|---------------------------------------------------------------------|
 OK0594
 OK0594                          SUPERSEDED SURVEY CONTROL
 OK0594
 OK0594  NAD 83(1986)-  43 30 30.00137(N)    085 09 51.41991(W) AD(       ) 1
 OK0594  NAD 27      -  43 30 29.88977(N)    085 09 51.31764(W) AD(       ) 1
 OK0594
 OK0594.Superseded values are not recommended for survey control.
 OK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 OK0594.See file dsdata.txt to determine how the superseded data were derived.
 OK0594
 OK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFP4838818904(NAD 83)
 OK0594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 OK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 OK0594
 OK0594  HISTORY     - Date     Condition        Report By
 OK0594  HISTORY     - 1932     MONUMENTED       CGS
 OK0594  HISTORY     - 1981     GOOD             MIDH
 OK0594
 OK0594                          STATION DESCRIPTION
 OK0594
 OK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 (HCW)
 OK0594'ABOUT 6 MILES SOUTH OF
 OK0594'REMUS, 4 MILES
 OK0594'WEST OF BLANCHARD, IN NW 1/4 SEC. 21, T. 13 N., R. 7 W., ON TOP OF
 OK0594'BARE KNOLL IN PASTURE OWNED BY
 OK0594'MRS. MASON OF BLANCHARD, 48 FEET NORTH OF FENCE
 OK0594'ON TOP OF RIDGE, 100 YARDS NORTH OF WEST OF
 OK0594'NORTHWEST CORNER OF WOODS LOT, 80 YARDS
 OK0594'NORTH OF WEST OF POLE BARS AT END OF LANE, AND ABOUT 20 YARDS
 OK0594'EAST OF WEST EDGE OF SECTION
 OK0594'21.  TO REACH FROM MOUNT PLEASANT, GO WEST 19.7 MILES ON ROUTE M-20
 OK0594'TO REMUS, CONTINUE SOUTH
 OK0594'5.4 MILES ON ROUTE M-66 TO JUNCTION WITH COUNTY ROUTE
 OK0594'548 AT SCHOOL AND FILLING STATION, TURN
 OK0594'WEST ONTO COUNTY ROUTE 548, PROCEED 0.5
 OK0594'MILE TO FIRST ROAD TO SOUTH, TURN SOUTH, GO 0.65 MILE TO
 OK0594'FIRST HOUSE ON WEST SIDE OF ROAD,
 OK0594'TURN INTO LANE JUST NORTH OF BUILDINGS, FOLLOW FARM LANE THROUGH
 OK0594'BARNYARD AND WOODS LOT WEST 0.45
 OK0594'MILE TO POLE BARS AT END OF LANE, PASS THROUGH BARS, AND CONTINUE
 OK0594'WEST ALONG FENCE TO TOP OF SANDY RIDGE
 OK0594'AND STATION SITE.  SURFACE AND UNDERGROUND
 OK0594'MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE, NOTES
 OK0594'1A AND 7A.  UPPER MARK IS FLUSH
 OK0594'WITH SURFACE.  REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 OK0594'DISKS IN CONCRETE, NOTE
 OK0594'11A.  NO. 1 PROJECTS 2 INCHES, IS IN PASTURE ON FIRST SLIGHT RISE
 OK0594'EAST OF STATION, AND 138.3 FEET
 OK0594'(SLOPE) FROM STATION IN AZIMUTH 270 DEG 16 MIN.  NO. 2
 OK0594'PROJECTS 2 INCHES, IS ON SAME KNOLL AS STATION,
 OK0594'2.2 FEET NORTH OF WIRE FENCE, AND 55.58
 OK0594'FEET FROM STATION IN AZIMUTH 36 DEG 46 MIN.  AZIMUTH MARK PROJECTS
 OK0594'4 INCHES, IS 1 FOOT EAST OF FENCE, 7.5
 OK0594'METERS (25 FEET) WEST OF CENTER LINE OF ROAD, 19.6 METERS (64 FEET)
 OK0594'SOUTHWEST OF 24-INCH TREE EAST
 OK0594'OF ROAD, BETWEEN SECOND AND THIRD TELEPHONE POLES
 OK0594'NORTH OF HOUSE, AND APPROXIMATELY 0.75 MILE FROM
 OK0594'STATION IN AZIMUTH 267 DEG 41 MIN 34 SEC.
 OK0594'AZIMUTH FROM STATION TO MECOSTA FIRE LOOKOUT TOWER 136 DEG 32 MIN
 OK0594'25 SEC.
 OK0594
 OK0594                          STATION RECOVERY (1981)
 OK0594
 OK0594'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1981 (TJB)
 OK0594'THE STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 OK0594'THE STATION IS ON HIGH WOODED KNOLL, AND PROPERTY NOW OWNED BY
 OK0594'WARD WALCUTT, WHO LIVES ON THE PROPERTY.
 OK0594'
 OK0594'A NEW TO REACH WOULD READ--FROM TOWN OF REMUS, GO SOUTH ON M 66 FOR
 OK0594'5.4 MILES TO A CROSSROAD EAST AND WEST, TURN RIGHT OR WEST ON JACKSON
 OK0594'ROAD, PROCEED WEST FOR 0.50 MILES TO ROAD TO SOUTH, TURN LEFT OR SOUTH
 OK0594'ON 35 TH AVENUE FOR 0.70 MILES TO A ROAD RIGHT OR WEST TO LARGE
 OK0594'GRAVELPIT. TURN RIGHT INTO PIT KEEPING TO THE RIGHT AND PROCEED 1500
 OK0594'FEET TO HOUSE ON RIGHT, FROM THIS POINT FOLLOW A 2 TRACK TRAIL WEST
 OK0594'AND THEN SOUTHWEST TO THE STATION ON TOP OF A KNOLL, A DISTANCE
 OK0594'OF APPROXIMATELY 1200 FEET FROM THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 PL0434 ***********************************************************************
 PL0434  DESIGNATION -  MASON
 PL0434  PID         -  PL0434
 PL0434  STATE/COUNTY-  MI/CRAWFORD
 PL0434  USGS QUAD   -  LUZERNE NW (1963)
 PL0434
 PL0434                         *CURRENT SURVEY CONTROL
 PL0434  ___________________________________________________________________
 PL0434* NAD 83(1994)-  44 37 48.36748(N)    084 28 59.83125(W)     ADJUSTED  
 PL0434* NAVD 88     -       344.     (meters)    1129.     (feet)  SCALED    
 PL0434  ___________________________________________________________________
 PL0434  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 PL0434  GEOID HEIGHT-         -34.71  (meters)                     GEOID03
 PL0434
 PL0434  HORZ ORDER  -  SECOND
 PL0434
 PL0434.The horizontal coordinates were established by classical geodetic methods
 PL0434.and adjusted by the National Geodetic Survey in February 1997..
 PL0434
 PL0434.The orthometric height was scaled from a topographic map.
 PL0434
 PL0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 PL0434
 PL0434.The geoid height was determined by GEOID03.
 PL0434
 PL0434;                    North         East     Units Scale Factor Converg.
 PL0434;SPC MI C     -   145,955.845 5,990,746.602   MT  0.99992757   -0 04 56.6
 PL0434;SPC MI C     -   478,857.76 19,654,680.45   iFT  0.99992757   -0 04 56.6
 PL0434;UTM  16      - 4,944,941.883   699,628.545   MT  1.00009009   +1 46 07.1
 PL0434
 PL0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 PL0434!SPC MI C     -   0.99995153  x   0.99992757  =   0.99987910
 PL0434!UTM  16      -   0.99995153  x   1.00009009  =   1.00004161
 PL0434
 PL0434:                Primary Azimuth Mark                     Grid Az
 PL0434:SPC MI C     -  MASON AZ MK                              045 48 37.6
 PL0434:UTM  16      -  MASON AZ MK                              043 57 33.9
 PL0434
 PL0434|---------------------------------------------------------------------|
 PL0434| PID    Reference Object                     Distance      Geod. Az  |
 PL0434|                                                           dddmmss.s |
 PL0434| CH1388 MASON AZ MK                                        0454341.0 |
 PL0434| CH1389 MASON RM 1                           23.641 METERS 11203     |
 PL0434| CH1390 MASON RM 2                           25.873 METERS 21426     |
 PL0434|---------------------------------------------------------------------|
 PL0434
 PL0434                          SUPERSEDED SURVEY CONTROL
 PL0434
 PL0434  NAD 83(1986)-  44 37 48.36270(N)    084 28 59.83994(W) AD(       ) 2
 PL0434  NAD 27      -  44 37 48.30527(N)    084 28 59.76280(W) AD(       ) 2
 PL0434
 PL0434.Superseded values are not recommended for survey control.
 PL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 PL0434.See file dsdata.txt to determine how the superseded data were derived.
 PL0434
 PL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFQ9962944942(NAD 83)
 PL0434_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 PL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 PL0434
 PL0434  HISTORY     - Date     Condition        Report By
 PL0434  HISTORY     - 1949     MONUMENTED       CGS
 PL0434  HISTORY     - 1980     GOOD             MIDH
 PL0434  HISTORY     - 1988     GOOD             LOCSUR
 PL0434
 PL0434                          STATION DESCRIPTION
 PL0434
 PL0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (LWS)
 PL0434'STATION IS LOCATED 11 MILES EAST OF GRAYLING ON PROPERTY OWNED BY MR.
 PL0434'GEORGE MASON.  IT IS ON THE
 PL0434'SOUTHWEST EDGE OF A PRIVATE AIRPORT OWNED BY MR. MASON.  IT IS 17
 PL0434'FEET SOUTHWEST OF A TRIPLE OAK TREE WITH
 PL0434'TRIANGLE BLAZES ON THE NORTH AND WEST SIDE AND 8 FEET
 PL0434'SOUTHWEST OF A WITNESS POST.  THE MARK
 PL0434'PROJECTS 10 INCHES AND THE DISK IS STAMPED MASON
 PL0434'1949.
 PL0434'
 PL0434'REFERENCE MARK NO. 1 IS 6 FEET SOUTHWEST OF AN 8 INCH OAK TREE WITH A
 PL0434'TRIANGLE BLAZE ON THE WEST SIDE.
 PL0434'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED MASON NO 1 1949.
 PL0434'
 PL0434'REFERENCE MARK NO. 2 PROJECTS 6 INCHES AND THE DISK IS STAMPED MASON
 PL0434'NO 2 1949.
 PL0434'
 PL0434'AZIMUTH IS 14 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF AN AIRPLANE
 PL0434'HANGAR, 5 FEET SOUTHEAST OF A
 PL0434'WITNESS POST, 4 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HANGAR
 PL0434'AND 3 FEET SOUTH OF THE SOUTH SIDE OF
 PL0434'THE HANGAR.  THE MARK PROJECTS 3 INCHES AND THE DISK IS
 PL0434'STAMPED MASON 1949.
 PL0434'
 PL0434'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 PL0434'STATE HIGHWAY 72, 0.5 MILE EAST
 PL0434'OF GRAYLINE, GO EAST ON HIGHWAY 72 FOR 11.5 MILES TO A T-ROAD LEFT,
 PL0434'TURN LEFT AND GO 1.0 MILE TO THE
 PL0434'ENTRANCE TO THE AIRPORT, TURN RIGHT AND GO SOUTH FOR 0.2 MILE
 PL0434'TO THE AIRPLANE HANGAR AND THE AZIMUTH MARK AS
 PL0434'DESCRIBED, CONTINUE SOUTHWEST FOR 0.4 MILE
 PL0434'TO A SMALL RIDGE AND THE STATION AS DESCRIBED
 PL0434'
 PL0434'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 PL0434
 PL0434                          STATION RECOVERY (1980)
 PL0434
 PL0434'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1980 (RHG)
 PL0434'THE AZIMUTH MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
 PL0434'CONDITION, THE STATION MARK WAS RECOVERED IN FAIR CONDITION, THE
 PL0434'CONCRETE MONUMENT IS CRACKED BUT THE DISK IS STILL SOLID.  THE
 PL0434'DISTANCE AND DIRECTIONS WERE NOT MEASURED.  THE 1949 DESCRIPTION IS
 PL0434'ADEQUATE.
 PL0434
 PL0434                          STATION RECOVERY (1988)
 PL0434
 PL0434'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1988 (MEM)
 PL0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1293 ***********************************************************************
 NF1293  DESIGNATION -  MASON AURELIUS GAS PLANT MAST
 NF1293  PID         -  NF1293
 NF1293  STATE/COUNTY-  MI/INGHAM
 NF1293  USGS QUAD   -  MASON (1970)
 NF1293
 NF1293                         *CURRENT SURVEY CONTROL
 NF1293  ___________________________________________________________________
 NF1293* NAD 83(1994)-  42 31 06.99605(N)    084 29 02.71555(W)     ADJUSTED  
 NF1293* NAVD 88     -                                                        
 NF1293  ___________________________________________________________________
 NF1293  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 NF1293  GEOID HEIGHT-         -33.90  (meters)                     GEOID03
 NF1293
 NF1293  HORZ ORDER  -  THIRD
 NF1293
 NF1293.The horizontal coordinates were established by classical geodetic methods
 NF1293.and adjusted by the National Geodetic Survey in February 1997..
 NF1293
 NF1293
 NF1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1293
 NF1293.The geoid height was determined by GEOID03.
 NF1293
 NF1293;                    North         East     Units Scale Factor Converg.
 NF1293;SPC MI S     -   113,151.307 3,990,351.679   MT  0.99992721   -0 04 47.7
 NF1293;SPC MI S     -   371,231.32 13,091,704.98   iFT  0.99992721   -0 04 47.7
 NF1293;UTM  16      - 4,710,427.111   706,667.333   MT  1.00012552   +1 42 03.3
 NF1293
 NF1293                          SUPERSEDED SURVEY CONTROL
 NF1293
 NF1293  NAD 83(1986)-  42 31 06.99580(N)    084 29 02.73513(W) AD(       ) 4
 NF1293  NAD 27      -  42 31 06.86278(N)    084 29 02.82321(W) AD(       ) 3
 NF1293
 NF1293.Superseded values are not recommended for survey control.
 NF1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1293.See file dsdata.txt to determine how the superseded data were derived.
 NF1293
 NF1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0666710427(NAD 83)
 NF1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1293+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 NF1293
 NF1293  HISTORY     - Date     Condition        Report By
 NF1293  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1293  HISTORY     - 20030826 GOOD             USPSQD
 NF1293
 NF1293                          STATION DESCRIPTION
 NF1293
 NF1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1293'THE STATION IS THE LIGHT ATOP AND CENTER OF THE MASON MOBILE OIL
 NF1293'CORPORATION AURELIUS GAS PROCESSING PLANT MAST KUK 775.  IT IS A
 NF1293'GUYED, TRUSS-WORK MAST, PAINTED ALTERNATELY RED AND WHITE, AND IS
 NF1293'APPROXIMATELY 300 FEET HIGH.
 NF1293'
 NF1293'LOCATED 4.7 MILES SOUTHWEST OF MASON, 2.0 MILES WEST OF U.S. HIGHWAY
 NF1293'127, 0.45 MILE SOUTH OF BARNES ROAD, AND AT THE GAS PROCESSING PLANT
 NF1293'COMPLEX.
 NF1293
 NF1293                          STATION RECOVERY (2003)
 NF1293
 NF1293'RECOVERY NOTE BY US POWER SQUADRON 2003 (BV)
 NF1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0210 ***********************************************************************
 DI0210  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0210  DESIGNATION -  MASON CORS ARP
 DI0210  CORS_ID     -  MIMA
 DI0210  PID         -  DI0210
 DI0210  STATE/COUNTY-  MI/INGHAM
 DI0210  USGS QUAD   -  MASON (1970)
 DI0210
 DI0210                         *CURRENT SURVEY CONTROL
 DI0210  ___________________________________________________________________
 DI0210* NAD 83(CORS)-  42 33 51.31556(N)    084 27 06.53793(W)     ADJUSTED  
 DI0210* NAVD 88     -                                                        
 DI0210  ___________________________________________________________________
 DI0210  EPOCH DATE  -        2002.00
 DI0210  X           -     454,894.214 (meters)                     COMP
 DI0210  Y           -  -4,682,974.385 (meters)                     COMP
 DI0210  Z           -   4,292,144.165 (meters)                     COMP
 DI0210  ELLIP HEIGHT-         250.95  (meters)          (06/??/06) GPS OBS
 DI0210  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DI0210
 DI0210  HORZ ORDER  -  SPECIAL (CORS)
 DI0210  ELLP ORDER  -  SPECIAL (CORS)
 DI0210
 DI0210.ITRF positions are available for this station.
 DI0210.The coordinates were established by GPS observations
 DI0210.and adjusted by the National Geodetic Survey in June 2006..
 DI0210.The coordinates are valid at the epoch date displayed above.
 DI0210.The epoch date for horizontal control is a decimal equivalence
 DI0210.of Year/Month/Day.
 DI0210
 DI0210
 DI0210.The PID for the CORS L1 Phase Center is DI0211.
 DI0210
 DI0210.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0210
 DI0210.The ellipsoidal height was determined by GPS observations
 DI0210.and is referenced to NAD 83.
 DI0210
 DI0210.The geoid height was determined by GEOID03.
 DI0210
 DI0210;                    North         East     Units Scale Factor Converg.
 DI0210;SPC MI S     -   118,218.077 3,993,008.515   MT  0.99992246   -0 03 28.6
 DI0210;SPC MI S     -   387,854.58 13,100,421.64   iFT  0.99992246   -0 03 28.6
 DI0210
 DI0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0210!SPC MI S     -   0.99996064  x   0.99992246  =   0.99988311
 DI0210
 DI0210                          SUPERSEDED SURVEY CONTROL
 DI0210
 DI0210.No superseded survey control is available for this station.
 DI0210
 DI0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0916615575(NAD 83)
 DI0210_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0210
 DI0210                          STATION DESCRIPTION
 DI0210
 DI0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0210'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0210'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0210'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0210'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0210'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DI0211 ***********************************************************************
 DI0211  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0211  DESIGNATION -  MASON CORS L1 PHASE CENTER
 DI0211  CORS_ID     -  MIMA
 DI0211  PID         -  DI0211
 DI0211  STATE/COUNTY-  MI/INGHAM
 DI0211  USGS QUAD   -  MASON (1970)
 DI0211
 DI0211                         *CURRENT SURVEY CONTROL
 DI0211  ___________________________________________________________________
 DI0211* NAD 83(CORS)-  42 33 51.31564(N)    084 27 06.53788(W)     ADJUSTED  
 DI0211* NAVD 88     -                                                        
 DI0211  ___________________________________________________________________
 DI0211  EPOCH DATE  -        2002.00
 DI0211  X           -     454,894.222 (meters)                     COMP
 DI0211  Y           -  -4,682,974.456 (meters)                     COMP
 DI0211  Z           -   4,292,144.234 (meters)                     COMP
 DI0211  ELLIP HEIGHT-         251.05  (meters)          (06/??/06) GPS OBS
 DI0211  GEOID HEIGHT-         -33.80  (meters)                     GEOID03
 DI0211
 DI0211  HORZ ORDER  -  SPECIAL (CORS)
 DI0211  ELLP ORDER  -  SPECIAL (CORS)
 DI0211
 DI0211.ITRF positions are available for this station.
 DI0211.The coordinates were established by GPS observations
 DI0211.and adjusted by the National Geodetic Survey in June 2006..
 DI0211.The coordinates are valid at the epoch date displayed above.
 DI0211.The epoch date for horizontal control is a decimal equivalence
 DI0211.of Year/Month/Day.
 DI0211
 DI0211
 DI0211.The PID for the CORS ARP is DI0210.
 DI0211
 DI0211.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0211
 DI0211.The ellipsoidal height was determined by GPS observations
 DI0211.and is referenced to NAD 83.
 DI0211
 DI0211.The geoid height was determined by GEOID03.
 DI0211
 DI0211;                    North         East     Units Scale Factor Converg.
 DI0211;SPC MI S     -   118,218.079 3,993,008.517   MT  0.99992246   -0 03 28.6
 DI0211;SPC MI S     -   387,854.59 13,100,421.64   iFT  0.99992246   -0 03 28.6
 DI0211
 DI0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0211!SPC MI S     -   0.99996063  x   0.99992246  =   0.99988309
 DI0211
 DI0211                          SUPERSEDED SURVEY CONTROL
 DI0211
 DI0211.No superseded survey control is available for this station.
 DI0211
 DI0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0916615575(NAD 83)
 DI0211_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0211
 DI0211                          STATION DESCRIPTION
 DI0211
 DI0211'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0211'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DI0211'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DI0211'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DI0211'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DI0211'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1292 ***********************************************************************
 NF1292  DESIGNATION -  MASON COURTHOUSE
 NF1292  PID         -  NF1292
 NF1292  STATE/COUNTY-  MI/INGHAM
 NF1292  USGS QUAD   -  MASON (1970)
 NF1292
 NF1292                         *CURRENT SURVEY CONTROL
 NF1292  ___________________________________________________________________
 NF1292* NAD 83(1994)-  42 34 46.90098(N)    084 26 32.22785(W)     ADJUSTED  
 NF1292* NAVD 88     -                                                        
 NF1292  ___________________________________________________________________
 NF1292  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 NF1292  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1292
 NF1292  HORZ ORDER  -  THIRD
 NF1292
 NF1292.The horizontal coordinates were established by classical geodetic methods
 NF1292.and adjusted by the National Geodetic Survey in February 1997..
 NF1292
 NF1292
 NF1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1292
 NF1292.The geoid height was determined by GEOID03.
 NF1292
 NF1292;                    North         East     Units Scale Factor Converg.
 NF1292;SPC MI S     -   119,932.382 3,993,792.596   MT  0.99992100   -0 03 05.3
 NF1292;SPC MI S     -   393,478.94 13,102,994.08   iFT  0.99992100   -0 03 05.3
 NF1292;UTM  16      - 4,717,313.338   709,896.423   MT  1.00014207   +1 43 52.4
 NF1292
 NF1292                          SUPERSEDED SURVEY CONTROL
 NF1292
 NF1292  NAD 83(1986)-  42 34 46.90128(N)    084 26 32.24797(W) AD(       ) 4
 NF1292  NAD 27      -  42 34 46.77193(N)    084 26 32.34120(W) AD(       ) 3
 NF1292
 NF1292.Superseded values are not recommended for survey control.
 NF1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1292.See file dsdata.txt to determine how the superseded data were derived.
 NF1292
 NF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0989617313(NAD 83)
 NF1292
 NF1292  HISTORY     - Date     Condition        Report By
 NF1292  HISTORY     - UNK      FIRST OBSERVED
 NF1292  HISTORY     - 1976     GOOD             NGS
 NF1292  HISTORY     - 20030913 GOOD             GEOCAC
 NF1292
 NF1292                          STATION DESCRIPTION
 NF1292
 NF1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1292'THE STATION IS THE BALL AT THE BASE OF EAGLE ATOP THE MASON
 NF1292'COURTHOUSE 1932.  THE EAGLE SETS ATOP A WHITE CLOCK TOWER WHICH IS
 NF1292'ATTACHED TO THE CENTER OF TAN COURTHOUSE BUILDING.  IT IS
 NF1292'APPROXIMATELY 110 FEET HIGH.
 NF1292'
 NF1292'LOCATED IN THE CENTER OF THE COURTHOUSE SQUARE IN MASON.
 NF1292
 NF1292                          STATION RECOVERY (2003)
 NF1292
 NF1292'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1298 ***********************************************************************
 NF1298  DESIGNATION -  MASON RAD STA WUNN MAST
 NF1298  PID         -  NF1298
 NF1298  STATE/COUNTY-  MI/INGHAM
 NF1298  USGS QUAD   -  MASON (1970)
 NF1298
 NF1298                         *CURRENT SURVEY CONTROL
 NF1298  ___________________________________________________________________
 NF1298* NAD 83(1994)-  42 33 06.63609(N)    084 24 20.49579(W)     ADJUSTED  
 NF1298* NAVD 88     -                                                        
 NF1298  ___________________________________________________________________
 NF1298  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 NF1298  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1298
 NF1298  HORZ ORDER  -  THIRD
 NF1298
 NF1298.The horizontal coordinates were established by classical geodetic methods
 NF1298.and adjusted by the National Geodetic Survey in February 1997..
 NF1298
 NF1298
 NF1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1298
 NF1298.The geoid height was determined by GEOID03.
 NF1298
 NF1298;                    North         East     Units Scale Factor Converg.
 NF1298;SPC MI S     -   116,836.729 3,996,794.947   MT  0.99992369   -0 01 35.6
 NF1298;SPC MI S     -   383,322.60 13,112,844.31   iFT  0.99992369   -0 01 35.6
 NF1298;UTM  16      - 4,714,311.871   712,994.301   MT  1.00015819   +1 45 18.3
 NF1298
 NF1298                          SUPERSEDED SURVEY CONTROL
 NF1298
 NF1298  NAD 83(1986)-  42 33 06.63608(N)    084 24 20.51610(W) AD(       ) 4
 NF1298  NAD 27      -  42 33 06.50442(N)    084 24 20.61505(W) AD(       ) 3
 NF1298
 NF1298.Superseded values are not recommended for survey control.
 NF1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1298.See file dsdata.txt to determine how the superseded data were derived.
 NF1298
 NF1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1299414312(NAD 83)
 NF1298_MARKER: 42 = RADIO/TV MAST
 NF1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1298+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005
 NF1298
 NF1298  HISTORY     - Date     Condition        Report By
 NF1298  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1298  HISTORY     - 20050319 GOOD             GEOCAC
 NF1298
 NF1298                          STATION DESCRIPTION
 NF1298
 NF1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1298'THE STATION IS THE LIGHT ATOP AND CENTER OF THE MASON RADIO STATION
 NF1298'WUNN MAST.  IT IS A GUYED, TRUSS-WORK MAST, PAINTED ALTERNATELY RED
 NF1298'AND WHITE, AND IS APPROXIMATELY 210 FEET HIGH.
 NF1298'
 NF1298'LOCATED 2.6 MILES SOUTHEAST OF THE CENTER OF MASON, 0.1 MILE SOUTH
 NF1298'OF TOMLINSON ROAD, AND 0.15 MILE WEST OF IVES ROAD.
 NF1298
 NF1298                          STATION RECOVERY (2005)
 NF1298
 NF1298'RECOVERY NOTE BY GEOCACHING 2005 (CAZ)
 NF1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3184 ***********************************************************************
 AJ3184  DESIGNATION -  MASON RESET
 AJ3184  PID         -  AJ3184
 AJ3184  STATE/COUNTY-  MI/INGHAM
 AJ3184  USGS QUAD   -  MASON (1970)
 AJ3184
 AJ3184                         *CURRENT SURVEY CONTROL
 AJ3184  ___________________________________________________________________
 AJ3184* NAD 83(1986)-  42 34 38.     (N)    084 25 41.     (W)     SCALED    
 AJ3184* NAVD 88     -       274.058  (meters)     899.14   (feet)  ADJUSTED  
 AJ3184  ___________________________________________________________________
 AJ3184  GEOID HEIGHT-         -33.76  (meters)                     GEOID03
 AJ3184  DYNAMIC HT  -         273.974 (meters)     898.86  (feet)  COMP
 AJ3184  MODELED GRAV-     980,305.8   (mgal)                       NAVD 88
 AJ3184
 AJ3184  VERT ORDER  -  FIRST     CLASS II
 AJ3184
 AJ3184.The horizontal coordinates were scaled from a topographic map and have
 AJ3184.an estimated accuracy of +/- 6 seconds.
 AJ3184
 AJ3184.The orthometric height was determined by differential leveling
 AJ3184.and adjusted by the National Geodetic Survey in January 2002..
 AJ3184
 AJ3184.The geoid height was determined by GEOID03.
 AJ3184
 AJ3184.The dynamic height is computed by dividing the NAVD 88
 AJ3184.geopotential number by the normal gravity value computed on the
 AJ3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3184.degrees latitude (g = 980.6199 gals.).
 AJ3184
 AJ3184.The modeled gravity was interpolated from observed gravity values.
 AJ3184
 AJ3184;                    North         East    Units  Estimated Accuracy
 AJ3184;SPC MI S     -   119,660.    3,994,960.      MT  (+/- 180 meters Scaled)
 AJ3184
 AJ3184                          SUPERSEDED SURVEY CONTROL
 AJ3184
 AJ3184.No superseded survey control is available for this station.
 AJ3184
 AJ3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN110170(NAD 83)
 AJ3184_MARKER: DG = GRAVITY STATION DISK
 AJ3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3184_STAMPING: MASON RESET 1988
 AJ3184_MARK LOGO: NGS   
 AJ3184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3184+STABILITY: SURFACE MOTION
 AJ3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ3184+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2000
 AJ3184
 AJ3184  HISTORY     - Date     Condition        Report By
 AJ3184  HISTORY     - 1988     MONUMENTED       NGS
 AJ3184  HISTORY     - 19981203 GOOD             NGS
 AJ3184  HISTORY     - 20000707 GOOD             NGS
 AJ3184
 AJ3184                          STATION DESCRIPTION
 AJ3184
 AJ3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998
 AJ3184'OTHER ALIASES INCLUDE NN 434 AND DOD 0937-3. STATION IS NEAR NORTHEAST
 AJ3184'CORNER OF INGHAM COUNTY FAIRGROUNDS IN MASON, MICHIGAN.  STATION IS
 AJ3184'0.75 MI (1.21 KM) ESE OF INGHAM COUNTY COURT HOUSE ALONG MI 36 AND
 AJ3184'12.6 MI (20.3 KM) SE OF STATE CAPITOL IN LANSING, MICHIGAN.  TO ACCESS
 AJ3184'FROM EXIT 106A OF INTERSTATE 96 AT US 127 AND SE END OF INTERSTATE
 AJ3184'496, GO SOUTH ON US 127.  GO 6.35 MI (10.22 KM) AND TURN SE, LEFT,
 AJ3184'ONTO CEDAR STREET (MI 36) .  GO 1.3 MI (2.1 KM) AND TURN EAST, LEFT,
 AJ3184'ONTO ASH STREET (MI 36) .  GO 1.3 MI (2.1 KM) TO NORTH ENTRANCE TO
 AJ3184'FAIRGROUNDS AND STATION ON RIGHT. STATION IS ON 0.25 M (0.82 FT)
 AJ3184'SQUARE CONCRETE POST PROJECTING 0.05 M (0.16 FT) ABOVE GROUND, 12.7 M
 AJ3184'(41.7 FT) S20W OF CENTER OF EAST ASH STREET, 12.5 M (41.0 FT) S70E OF
 AJ3184'CENTER OF EAST OF TWO LARGE FENCE GATES, 6.8 M (22.3 FT) S70E OF EAST
 AJ3184'POST OF EAST GATE, 27.1 M (88.9 FT) WSW OF CENTER OF INTERSECTION OF
 AJ3184'EAST ASH STREET AND SOUTH TEMPLE STREET, 36 M (118.1 FT) ENE OF NE
 AJ3184'CORNER OF WOODEN GUARD HOUSE, 3.55 M (11.65 FT) WEST OF 0.6 M (2.0 FT)
 AJ3184'TREE AND 0.60 M (1.97 FT) S20W OF CHAIN LINK FENCE AND WITNESS POST.
 AJ3184'ALUMINUM ARROW POINTS NORTH.  ORIGINAL PENDULUM MEASUREMENTS MADE 73.5
 AJ3184'M (241.1 FT) S20E OF DISK .  CURRENT GRAVITY MEASUREMENTS MADE AT
 AJ3184'DISK.
 AJ3184
 AJ3184                          STATION RECOVERY (2000)
 AJ3184
 AJ3184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 AJ3184'TO REACH STATION FROM THE POST OFFICE IN MASON, GO EAST ON ASH STREET
 AJ3184'FOR 0.6 MI (1.0 KM) TO THE MAIN ENTRANCE TO THE INGHAM COUNTY FAIR
 AJ3184'GROUNDS AND THE MARK ON LEFT JUST AFTER TURNING RIGHT INTO FAIR
 AJ3184'GROUNDS.  STATION IS A GRAVITY DISK, SET INTO THE TOP OF A SQUARE
 AJ3184'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 41.5 FT (12.6
 AJ3184'M) SOUTH FROM THE CENTERLINE OF ASH STREET, 40.8 FT (12.4 M) EAST FROM
 AJ3184'THE CENTERLINE OF THE ENTRANCE TO THE FAIR GROUNDS, 22.8 FT (6.9 M)
 AJ3184'EAST FROM THE GATE POST FOR FENCE AND 1.0 FT (0.3 M) SOUTH FROM A
 AJ3184'CARSONITE WITNESS POST AND A CHAIN LINK EAST - WEST FENCE. DESCRIBED
 AJ3184'BY RONALD L.  RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1291 ***********************************************************************
 NF1291  DESIGNATION -  MASON SMA CORPORATION TANK
 NF1291  PID         -  NF1291
 NF1291  STATE/COUNTY-  MI/INGHAM
 NF1291  USGS QUAD   -  MASON (1970)
 NF1291
 NF1291                         *CURRENT SURVEY CONTROL
 NF1291  ___________________________________________________________________
 NF1291* NAD 83(1994)-  42 35 03.68882(N)    084 27 00.08545(W)     ADJUSTED  
 NF1291* NAVD 88     -                                                        
 NF1291  ___________________________________________________________________
 NF1291  LAPLACE CORR-           2.83  (seconds)                    DEFLEC99
 NF1291  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1291
 NF1291  HORZ ORDER  -  THIRD
 NF1291
 NF1291.The horizontal coordinates were established by classical geodetic methods
 NF1291.and adjusted by the National Geodetic Survey in February 1997..
 NF1291
 NF1291
 NF1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1291
 NF1291.The geoid height was determined by GEOID03.
 NF1291
 NF1291;                    North         East     Units Scale Factor Converg.
 NF1291;SPC MI S     -   120,450.960 3,993,157.894   MT  0.99992057   -0 03 24.2
 NF1291;SPC MI S     -   395,180.31 13,100,911.73   iFT  0.99992057   -0 03 24.2
 NF1291;UTM  16      - 4,717,812.029   709,245.752   MT  1.00013871   +1 43 34.1
 NF1291
 NF1291                          SUPERSEDED SURVEY CONTROL
 NF1291
 NF1291  NAD 83(1986)-  42 35 03.68909(N)    084 27 00.10555(W) AD(       ) 4
 NF1291  NAD 27      -  42 35 03.56034(N)    084 27 00.19811(W) AD(       ) 3
 NF1291
 NF1291.Superseded values are not recommended for survey control.
 NF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1291.See file dsdata.txt to determine how the superseded data were derived.
 NF1291
 NF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0924617812(NAD 83)
 NF1291_MARKER: 51 = TANK
 NF1291
 NF1291  HISTORY     - Date     Condition        Report By
 NF1291  HISTORY     - UNK      FIRST OBSERVED
 NF1291  HISTORY     - 1976     GOOD             NGS
 NF1291  HISTORY     - 20030913 MARK NOT FOUND   GEOCAC
 NF1291
 NF1291                          STATION DESCRIPTION
 NF1291
 NF1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1291'THE STATION IS THE BALL ATOP AND CENTER OF THE MASON WYETH
 NF1291'LABORATORY, DIVISION OF AMERICAN HOMES INCORPORATED WATER TANK.  IN
 NF1291'1932 THE TANK WAS OWNED BY SIMULATED MOTHERS MILK ADAPED.  THE TANK
 NF1291'HAS A CYLINDRICAL BODY WITH A CONICAL TOP AND
 NF1291'HEMISPHERICAL BOTTOM, SUPPORTED BY 4 I-BEAM LEGS.
 NF1291'
 NF1291'LOCATED 0.5 MILE NORTHWEST OF THE CENTER OF MASON, 60 FEET NORTH OF
 NF1291'THE CENTER LINE OF W NORTH STREET.
 NF1291
 NF1291                          STATION RECOVERY (2003)
 NF1291
 NF1291'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1291'TOWER HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1296 ***********************************************************************
 NF1296  DESIGNATION -  MASON W MUN TANK
 NF1296  PID         -  NF1296
 NF1296  STATE/COUNTY-  MI/INGHAM
 NF1296  USGS QUAD   -  MASON (1970)
 NF1296
 NF1296                         *CURRENT SURVEY CONTROL
 NF1296  ___________________________________________________________________
 NF1296* NAD 83(1994)-  42 35 21.19561(N)    084 27 15.71667(W)     ADJUSTED  
 NF1296* NAVD 88     -                                                        
 NF1296  ___________________________________________________________________
 NF1296  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 NF1296  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1296
 NF1296  HORZ ORDER  -  THIRD
 NF1296
 NF1296.The horizontal coordinates were established by classical geodetic methods
 NF1296.and adjusted by the National Geodetic Survey in February 1997..
 NF1296
 NF1296
 NF1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1296
 NF1296.The geoid height was determined by GEOID03.
 NF1296
 NF1296;                    North         East     Units Scale Factor Converg.
 NF1296;SPC MI S     -   120,991.483 3,992,802.056   MT  0.99992013   -0 03 34.9
 NF1296;SPC MI S     -   396,953.68 13,099,744.28   iFT  0.99992013   -0 03 34.9
 NF1296;UTM  16      - 4,718,341.334   708,873.189   MT  1.00013679   +1 43 24.1
 NF1296
 NF1296                          SUPERSEDED SURVEY CONTROL
 NF1296
 NF1296  NAD 83(1986)-  42 35 21.19594(N)    084 27 15.73678(W) AD(       ) 4
 NF1296  NAD 27      -  42 35 21.06719(N)    084 27 15.82889(W) AD(       ) 3
 NF1296
 NF1296.Superseded values are not recommended for survey control.
 NF1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1296.See file dsdata.txt to determine how the superseded data were derived.
 NF1296
 NF1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN0887318341(NAD 83)
 NF1296_MARKER: 53 = ELEVATED TANK
 NF1296
 NF1296  HISTORY     - Date     Condition        Report By
 NF1296  HISTORY     - 1976     FIRST OBSERVED   NGS
 NF1296  HISTORY     - 20030913 MARK NOT FOUND   GEOCAC
 NF1296
 NF1296                          STATION DESCRIPTION
 NF1296
 NF1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL)
 NF1296'THE STATION IS THE APEX OF VENT OF THE MASON WEST MUNICIPAL WATER
 NF1296'TANK.  THE TANK HAS A CYLINDRICAL BODY WITH A DOME SHAPED TOP AND
 NF1296'HEMISPHERICAL BOTTOM, SUPPORTED BY 6 TUBULAR LEGS.  IT IS PASTEL
 NF1296'GREEN IN COLOR AND APPROXIMATELY 125 FEET HIGH.
 NF1296'
 NF1296'LOCATED 0.85 MILE NORTHWEST OF THE CENTER OF MASON, 0.45 MILE EAST
 NF1296'OF U.S. HIGHWAY 127, AND 100 FEET SOUTH OF THE CENTER LINE OF CURTIS
 NF1296'STREET.
 NF1296
 NF1296                          STATION RECOVERY (2003)
 NF1296
 NF1296'RECOVERY NOTE BY GEOCACHING 2003 (CAZ)
 NF1296'TOWER HAS BEEN TORN DOWN. STORAGE FACILITY IS NOW LOCATED HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NF1690 ***********************************************************************
 NF1690  DESIGNATION -  MASOPORT
 NF1690  PID         -  NF1690
 NF1690  STATE/COUNTY-  MI/INGHAM
 NF1690  USGS QUAD   -  MASON (1970)
 NF1690
 NF1690                         *CURRENT SURVEY CONTROL
 NF1690  ___________________________________________________________________
 NF1690* NAD 83(1994)-  42 33 54.21535(N)    084 25 29.52958(W)     ADJUSTED  
 NF1690* NAVD 88     -       279.933  (meters)     918.41   (feet)  ADJUSTED  
 NF1690  ___________________________________________________________________
 NF1690  X           -     457,090.392 (meters)                     COMP
 NF1690  Y           -  -4,682,696.203 (meters)                     COMP
 NF1690  Z           -   4,292,206.856 (meters)                     COMP
 NF1690  LAPLACE CORR-           2.97  (seconds)                    DEFLEC99
 NF1690  ELLIP HEIGHT-         246.20  (meters)          (07/17/02) GPS OBS
 NF1690  GEOID HEIGHT-         -33.77  (meters)                     GEOID03
 NF1690  DYNAMIC HT  -         279.846 (meters)     918.13  (feet)  COMP
 NF1690  MODELED GRAV-     980,303.2   (mgal)                       NAVD 88
 NF1690
 NF1690  HORZ ORDER  -  FIRST
 NF1690  VERT ORDER  -  FIRST     CLASS II
 NF1690  ELLP ORDER  -  FOURTH    CLASS I
 NF1690
 NF1690.This mark is at Mason Jewett Flc Airport (09G)
 NF1690
 NF1690.The horizontal coordinates were established by GPS observations
 NF1690.and adjusted by the National Geodetic Survey in February 1997..
 NF1690
 NF1690.The orthometric height was determined by differential leveling
 NF1690.and adjusted by the National Geodetic Survey in January 2002..
 NF1690
 NF1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 NF1690
 NF1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 NF1690
 NF1690.The ellipsoidal height was determined by GPS observations
 NF1690.and is referenced to NAD 83.
 NF1690
 NF1690.The geoid height was determined by GEOID03.
 NF1690
 NF1690.The dynamic height is computed by dividing the NAVD 88
 NF1690.geopotential number by the normal gravity value computed on the
 NF1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NF1690.degrees latitude (g = 980.6199 gals.).
 NF1690
 NF1690.The modeled gravity was interpolated from observed gravity values.
 NF1690
 NF1690;                    North         East     Units Scale Factor Converg.
 NF1690;SPC MI S     -   118,305.664 3,995,221.133   MT  0.99992239   -0 02 22.6
 NF1690;SPC MI S     -   388,141.94 13,107,680.88   iFT  0.99992239   -0 02 22.6
 NF1690;UTM  16      - 4,715,731.486   711,375.197   MT  1.00014974   +1 44 33.1
 NF1690
 NF1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 NF1690!SPC MI S     -   0.99996139  x   0.99992239  =   0.99988378
 NF1690!UTM  16      -   0.99996139  x   1.00014974  =   1.00011112
 NF1690
 NF1690:                Primary Azimuth Mark                     Grid Az
 NF1690:SPC MI S     -  MASOPORT AZ MK                           089 31 17.6
 NF1690:UTM  16      -  MASOPORT AZ MK                           087 44 21.9
 NF1690
 NF1690|---------------------------------------------------------------------|
 NF1690| PID    Reference Object                     Distance      Geod. Az  |
 NF1690|                                                           dddmmss.s |
 NF1690| NF1691 MASOPORT AZ MK                      APPROX. 0.6 KM 0892855.0 |
 NF1690|---------------------------------------------------------------------|
 NF1690
 NF1690                          SUPERSEDED SURVEY CONTROL
 NF1690
 NF1690  ELLIP H (02/03/97)  246.26   (m)                       GP(       ) 4 1
 NF1690  NAD 83(1986)-  42 33 54.21739(N)    084 25 29.54986(W) AD(       ) 1
 NF1690  NAD 83(1986)-  42 33 54.21397(N)    084 25 29.54564(W) AD(       ) 3
 NF1690  NGVD 29 (03/27/91)  280.2    (m)          919.     (f) GPS OBS        
 NF1690
 NF1690.Superseded values are not recommended for survey control.
 NF1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NF1690.See file dsdata.txt to determine how the superseded data were derived.
 NF1690
 NF1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1137515731(NAD 83)
 NF1690_MARKER: F = FLANGE-ENCASED ROD
 NF1690_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 NF1690_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 NF1690_STAMPING: MASOPORT 1989
 NF1690_MARK LOGO: NGS   
 NF1690_PROJECTION: FLUSH
 NF1690_MAGNETIC: I = MARKER IS A STEEL ROD
 NF1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NF1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 NF1690+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2000
 NF1690_ROD/PIPE-DEPTH: 11.0 meters
 NF1690_SLEEVE-DEPTH  : 1.0 meters
 NF1690
 NF1690  HISTORY     - Date     Condition        Report By
 NF1690  HISTORY     - 1989     MONUMENTED       NGS
 NF1690  HISTORY     - 19910715 GOOD             NGS
 NF1690  HISTORY     - 19921116 GOOD             NGS
 NF1690  HISTORY     - 20000616 GOOD             NGS
 NF1690
 NF1690                          STATION DESCRIPTION
 NF1690
 NF1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 NF1690'THE STATION IS LOCATED ABOUT 2.1 KM (1.30 MI) SOUTHEAST OF MASON, AT
 NF1690'THE MASON JEWETT FIELD AIRPORT, IN THE SOUTHEAST ANGLE OF THE JUNCTION
 NF1690'OF THE PARALLEL TAXIWAY AND A TAXIWAY.  OWNERSHIP---CAPITOL REGION
 NF1690'AIRPORT AUTHORITY, C/O AIRPORT MANAGER TOM SCHMIDT, LANSING MI 48906.
 NF1690'PHONE IS (517) 676-4860.
 NF1690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 127 AND KIPP
 NF1690'ROAD, ABOUT 2.0 KM (1.25 MI) SOUTH OF MASON, GO EAST FOR 1.2 KM
 NF1690'(0.75 MI) ON KIPP ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 NF1690'SOUTHEAST FOR 0.6 KM (0.35 MI) ON EDEN ROAD TO A PAVED ROAD LEFT. TURN
 NF1690'LEFT AND GO EAST FOR 0.5 KM (0.30 MI) ON THE AIRPORT ENTRANCE ROAD TO
 NF1690'THE AIRPORT PARKING AREA.  TURN LEFT AND GO NORTHEAST FOR 0.1 KM
 NF1690'(0.05 MI), PASSING THROUGH A GATE AND TO LEFT OF AIRPORT OFFICE,
 NF1690'ACROSS THE PARKING AREA AND APRON TO A TAXIWAY LEFT.  TURN LEFT AND GO
 NF1690'NORTHWEST FOR 0.2 KM (0.10 MI) ON THE TAXIWAY TO THE STATION RIGHT
 NF1690'JUST BEFORE THE PARALLEL TAXIWAY.
 NF1690'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 8 CM
 NF1690'BELOW GROUND DRIVEN TO SLOW TIME MET AT A DEPTH OF 11.0 METER IN A
 NF1690'GREASE FILLED SLEEVE EXTENDING TO A DEPTH OF 1.0 METER ENCASED IN A
 NF1690'PVC PIPE COVERED BY A STANDARD NGS LOGO CAP FLUSH WITH THE GROUND.
 NF1690'LOCATED 42.1 M (138.1 FT) EAST-SOUTHEAST FROM THE JUNCTION OF THE
 NF1690'SOUTH EDGE OF THE PARALLEL TAXIWAY AND THE CENTER OF A TAXIWAY, 14.3 M
 NF1690'(46.9 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A TAXIWAY, 12.0 M
 NF1690'(39.4 FT) SOUTH FROM THE SOUTH EDGE OF THE PARALLEL TAXIWAY AND 0.7 M
 NF1690'(2.3 FT) WEST FROM A CARSONITE WITNESS POST.
 NF1690'DESCRIBED BY K.L. FANCHER.
 NF1690'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 NF1690
 NF1690                          STATION RECOVERY (1991)
 NF1690
 NF1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 NF1690'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) SOUTHEAST OF MASON, AT
 NF1690'THE MASON/JEWETT FIELD AIRPORT, IN THE SOUTHEAST ANGLE OF THE
 NF1690'JUNCTION OF THE PARALLEL TAXIWAY AND A TAXIWAY. OWNERSHIP---CAPITOL
 NF1690'REGION AIRPORT AUTHORITY, C/O AIRPORT MANAGER TOM SCHMIDT, LANSING,
 NF1690'MI. 48906. PHONE (517) 676-4860.
 NF1690'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 127 AND KIPP
 NF1690'ROAD, ABOUT 2.0 KM (1.2 MI) SOUTH OF MASON, GO EAST FOR 1.2 KM
 NF1690'(0.7 MI) ON KIPP ROAD TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 NF1690'SOUTHEAST FOR 0.6 KM (0.4 MI) ON EDEN ROAD TO A PAVED ROAD LEFT. TURN
 NF1690'LEFT AND GO EAST FOR 0.5 KM (0.3 MI) ON THE AIRPORT ENTRANCE ROAD TO
 NF1690'THE AIRPORT PARKING AREA.  TURN LEFT AND GO NORTHEAST FOR 0.1 KM
 NF1690'(0.1 MI) , PASSING THROUGH A GATE AND TO LEFT OF AIRPORT OFFICE,
 NF1690'ACROSS THE PARKING AREA AND APRON TO A TAXIWAY LEFT.  TURN LEFT AND
 NF1690'GO NORTHWEST FOR 0.2 KM (0.1 MI) ON THE TAXIWAY TO THE STATION RIGHT
 NF1690'JUST BEFORE THE PARALLEL TAXIWAY.
 NF1690'LOCATED 42.1 M (138.1 FT) EAST-SOUTHEAST FROM THE JUNCTION OF THE
 NF1690'SOUTH EDGE OF THE PARALLEL TAXIWAY AND THE CENTER OF A TAXIWAY, 14.3
 NF1690'M (46.9 FT) NORTHEAST FROM THE NORTHEAST EDGE OF A TAXIWAY, 12.0 M
 NF1690'(39.4 FT) SOUTH FROM THE SOUTH EDGE OF THE PARALLEL TAXIWAY AND 0.7 M
 NF1690'(2.3 FT) WEST FROM A CARSONITE WITNESS POST.
 NF1690
 NF1690                          STATION RECOVERY (1992)
 NF1690
 NF1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 NF1690'0.2 KM (0.10 MI) EASTERLY ALONG ASH STREET FROM THE POST OFFICE IN
 NF1690'MASON, THENCE 2.0 KM (1.25 MI) SOUTHERLY ALONG SOUTH BARNES STREET,
 NF1690'THENCE 0.5 KM (0.30 MI) EASTERLY ALONG THE MASON JEWETT FIELD AIRPORT
 NF1690'ENTRANCE ROAD, THENCE 0.1 KM (0.05 MI) NORTHEAST ALONG AN APRON,
 NF1690'THENCE 0.2 KM (0.10 MI) NORTHWEST ALONG A PAXIWAY, 14.3 M (46.9 FT)
 NF1690'NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY, 12.0 M (39.4 FT) SOUTH
 NF1690'OF THE SOUTH EDGE OF A TAXIWAY, AND 0.7 M (2.3 FT) WEST OF A WITNESS
 NF1690'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 NF1690
 NF1690                          STATION RECOVERY (2000)
 NF1690
 NF1690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR)
 NF1690'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 RL1597 ***********************************************************************
 RL1597  DESIGNATION -  MASS C AND H MINING E SHFT STK
 RL1597  PID         -  RL1597
 RL1597  STATE/COUNTY-  MI/ONTONAGON
 RL1597  USGS QUAD   -  
 RL1597
 RL1597                         *CURRENT SURVEY CONTROL
 RL1597  ___________________________________________________________________
 RL1597* NAD 83(1994)-  46 45 42.17977(N)    089 06 22.40767(W)     ADJUSTED  
 RL1597* NAVD 88     -                                                        
 RL1597  ___________________________________________________________________
 RL1597  LAPLACE CORR-          -9.14  (seconds)                    DEFLEC99
 RL1597  GEOID HEIGHT-         -31.93  (meters)                     GEOID03
 RL1597
 RL1597  HORZ ORDER  -  THIRD
 RL1597
 RL1597.The horizontal coordinates were established by classical geodetic methods
 RL1597.and adjusted by the National Geodetic Survey in February 1997..
 RL1597
 RL1597
 RL1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 RL1597
 RL1597.The geoid height was determined by GEOID03.
 RL1597
 RL1597;                    North         East     Units Scale Factor Converg.
 RL1597;SPC MI N     -   222,026.617 7,839,127.219   MT  0.99993739   -1 31 20.5
 RL1597;SPC MI N     -   728,433.78 25,718,921.32   iFT  0.99993739   -1 31 20.5
 RL1597;UTM  16      - 5,180,839.188   339,164.756   MT  0.99991795   -1 32 05.0
 RL1597
 RL1597                          SUPERSEDED SURVEY CONTROL
 RL1597
 RL1597  NAD 83(1986)-  46 45 42.17855(N)    089 06 22.39523(W) AD(       ) 4
 RL1597  NAD 27      -  46 45 42.40100(N)    089 06 21.89600(W) AD(       ) 3
 RL1597
 RL1597.Superseded values are not recommended for survey control.
 RL1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 RL1597.See file dsdata.txt to determine how the superseded data were derived.
 RL1597
 RL1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCS3916580839(NAD 83)
 RL1597_MARKER: 63 = STACK
 RL1597
 RL1597  HISTORY     - Date     Condition        Report By
 RL1597  HISTORY     - 1939     FIRST OBSERVED   CGS
 RL1597  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 RL1597
 RL1597                          STATION DESCRIPTION
 RL1597
 RL1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 RL1597'ONE AND ONE-HALF MILES WEST OF THE TOWN OF MASS, A CONCRETE
 RL1597'STACK APPROXIMATELY 150 FEET HIGH, LOCATED AT THE MASS E
 RL1597'SHAFT, ON THE PROPERTY OF THE CALUMET AND HECLA MINING CO.
 RL1597'
 RL1597'THE CENTER OF THE STACK WAS OBSERVED UPON FROM TRIANGULATION
 RL1597'STATIONS GREENLAND, PORI AND KENTON.
 RL1597
 RL1597                          STATION RECOVERY (2004)
 RL1597
 RL1597'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 RL1597'STACK HAS BEEN TAKEN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 NE0239 ***********************************************************************
 NE0239  DESIGNATION -  MAST
 NE0239  PID         -  NE0239
 NE0239  STATE/COUNTY-  MI/ST CLAIR
 NE0239  USGS QUAD   -  ST CLAIR FLATS (1978)
 NE0239
 NE0239                         *CURRENT SURVEY CONTROL
 NE0239  ___________________________________________________________________
 NE0239* NAD 83(1986)-  42 32 19.     (N)    082 40 03.     (W)     SCALED    
 NE0239* NAVD 88     -       176.551  (meters)     579.23   (feet)  ADJUSTED  
 NE0239  ___________________________________________________________________
 NE0239  GEOID HEIGHT-         -34.80  (meters)                     GEOID03
 NE0239  DYNAMIC HT  -         176.501 (meters)     579.07  (feet)  COMP
 NE0239  MODELED GRAV-     980,333.2   (mgal)                       NAVD 88
 NE0239
 NE0239  VERT ORDER  -  FIRST     CLASS 0
 NE0239
 NE0239.The horizontal coordinates were scaled from a topographic map and have
 NE0239.an estimated accuracy of +/- 6 seconds.
 NE0239
 NE0239.The orthometric height was determined by differential leveling
 NE0239.and adjusted by the National Geodetic Survey in June 1991..
 NE0239
 NE0239.The geoid height was determined by GEOID03.
 NE0239
 NE0239.The dynamic height is computed by dividing the NAVD 88
 NE0239.geopotential number by the normal gravity value computed on the
 NE0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NE0239.degrees latitude (g = 980.6199 gals.).
 NE0239
 NE0239.The modeled gravity was interpolated from observed gravity values.
 NE0239
 NE0239;                    North         East    Units  Estimated Accuracy
 NE0239;SPC MI S     -   116,780.    4,139,560.      MT  (+/- 180 meters Scaled)
 NE0239
 NE0239                          SUPERSEDED SURVEY CONTROL
 NE0239
 NE0239  NGVD 29 (??/??/92)  176.688  (m)          579.68   (f) ADJ UNCH    1 0
 NE0239
 NE0239.Superseded values are not recommended for survey control.
 NE0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NE0239.See file dsdata.txt to determine how the superseded data were derived.
 NE0239
 NE0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17TLH630109(NAD 83)
 NE0239_MARKER: Z = SEE DESCRIPTION
 NE0239_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NE0239_SP_SET: FOUNDATION
 NE0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NE0239
 NE0239  HISTORY     - Date     Condition        Report By
 NE0239  HISTORY     - 1967     MONUMENTED       USLS
 NE0239  HISTORY     - 1970     GOOD             USLS
 NE0239  HISTORY     - 19960912 GOOD             USPSQD
 NE0239
 NE0239                          STATION DESCRIPTION
 NE0239
 NE0239'DESCRIBED BY US LAKE SURVEY 1970
 NE0239'AT HARSENS ISLAND.
 NE0239'MAST IS ON THE SOUTHWEST END OF HARSENS ISLAND, ST. CLAIR COUNTY,
 NE0239'MICHIGAN, JUST ABOVE THE ST. CLAIR FLATS CANAL, ON 4.0 FOOT
 NE0239'DIAMETER CONCRETE FLAG POLE FOUNDATION EAST OF THE CLUB HOUSE,
 NE0239'1.0 FOOT EAST OF FLAG POLE, 0.6 FOOT WEST OF EASTERLY EDGE OF CONCRETE
 NE0239'BEING HIGHEST POINT IN A 1-INCH SQUARE CUT IN THE CONCRETE.
 NE0239'NOTE-- BM 1967
 NE0239
 NE0239                          STATION RECOVERY (1996)
 NE0239
 NE0239'RECOVERY NOTE BY US POWER SQUADRON 1996
 NE0239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0511 ***********************************************************************
 QK0511  DESIGNATION -  MAST
 QK0511  PID         -  QK0511
 QK0511  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0511  USGS QUAD   -  ONAWAY (1986)
 QK0511
 QK0511                         *CURRENT SURVEY CONTROL
 QK0511  ___________________________________________________________________
 QK0511* NAD 83(1994)-  45 34 28.00602(N)    084 08 27.15826(W)     ADJUSTED  
 QK0511* NAVD 88     -       178.953  (meters)     587.12   (feet)  ADJUSTED  
 QK0511  ___________________________________________________________________
 QK0511  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 QK0511  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 QK0511  DYNAMIC HT  -         178.948 (meters)     587.10  (feet)  COMP
 QK0511  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QK0511
 QK0511  HORZ ORDER  -  THIRD
 QK0511  VERT ORDER  -  FIRST     CLASS II
 QK0511
 QK0511.The horizontal coordinates were established by classical geodetic methods
 QK0511.and adjusted by the National Geodetic Survey in February 1997..
 QK0511
 QK0511.The orthometric height was determined by differential leveling
 QK0511.and adjusted by the National Geodetic Survey in June 1991..
 QK0511
 QK0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0511
 QK0511.The geoid height was determined by GEOID03.
 QK0511
 QK0511.The dynamic height is computed by dividing the NAVD 88
 QK0511.geopotential number by the normal gravity value computed on the
 QK0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0511.degrees latitude (g = 980.6199 gals.).
 QK0511
 QK0511.The modeled gravity was interpolated from observed gravity values.
 QK0511
 QK0511;                    North         East     Units Scale Factor Converg.
 QK0511;SPC MI C     -   250,914.670 6,017,623.497   MT  0.99997339   +0 09 34.2
 QK0511;SPC MI C     -   823,210.86 19,742,859.24   iFT  0.99997339   +0 09 34.2
 QK0511;UTM  16      - 5,050,743.905   723,077.805   MT  1.00021187   +2 02 33.8
 QK0511
 QK0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0511!SPC MI C     -   0.99997767  x   0.99997339  =   0.99995106
 QK0511!UTM  16      -   0.99997767  x   1.00021187  =   1.00018954
 QK0511
 QK0511|---------------------------------------------------------------------|
 QK0511| PID    Reference Object                     Distance      Geod. Az  |
 QK0511|                                                           dddmmss.s |
 QK0511| QK0513 MAST S                               33.688 METERS 04051     |
 QK0511| QJ0309 FORTY MILE POINT LIGHTHOUSE         APPROX.20.3 KM 1185033.1 |
 QK0511| QK0512 MAST RM 1                            25.874 METERS 14247     |
 QK0511| QK0509 MAST AZ MK                          392.436 METERS 30428     |
 QK0511| QK0510 MAST RM 2                            28.050 METERS 30442     |
 QK0511|---------------------------------------------------------------------|
 QK0511
 QK0511                          SUPERSEDED SURVEY CONTROL
 QK0511
 QK0511  NAD 83(1986)-  45 34 27.99691(N)    084 08 27.15819(W) AD(       ) 3
 QK0511  NAD 27      -  45 34 27.94900(N)    084 08 27.10100(W) AD(       ) 3
 QK0511  NGVD 29 (12/07/92)  179.10   (m)          587.6    (f) LEVELING    3  
 QK0511
 QK0511.Superseded values are not recommended for survey control.
 QK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0511.See file dsdata.txt to determine how the superseded data were derived.
 QK0511
 QK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2307850744(NAD 83)
 QK0511_MARKER: DH = HORIZONTAL CONTROL DISK
 QK0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0511_SP_SET: SQUARE CONCRETE MONUMENT
 QK0511_STAMPING: MAST 1956
 QK0511_MARK LOGO: CGS   
 QK0511_PROJECTION: PROJECTING 13 CENTIMETERS
 QK0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0511+STABILITY: SURFACE MOTION
 QK0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0511+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1984
 QK0511
 QK0511  HISTORY     - Date     Condition        Report By
 QK0511  HISTORY     - 1956     MONUMENTED       CGS
 QK0511  HISTORY     - 1977     GOOD             NOSAMC
 QK0511  HISTORY     - 1983     GOOD             NGS
 QK0511  HISTORY     - 19840921 GOOD             NGS
 QK0511
 QK0511                          STATION DESCRIPTION
 QK0511
 QK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 QK0511'THE STATION IS LOCATED ABOUT 19 MILES NORTHWEST OF ROGERS CITY, 17
 QK0511'MILES SOUTHEAST OF CHEBOYGAN
 QK0511'AND 16 MILES NORTHEAST OF ONAWAY, ON THE NORTHEAST SIDE OF U.S.
 QK0511'HIGHWAY 23 AND ON HIGHWAY
 QK0511'RIGHT-OF-WAY.  IT IS ABOUT 200 FEET SOUTHWEST OF THE SOUTH SHORE OF
 QK0511'LAKE HURON, 47 FEET NORTHEAST OF THE
 QK0511'CENTER OF U.S. HIGHWAY 23, 28 FEET NORTH OF A TRIANGULAR
 QK0511'BLAZED 8 INCH CEDAR TREE AND 10 FEET NORTHEAST OF
 QK0511'A WHITE WITNESS POST.  THE MARK PROJECTS
 QK0511'ABOUT 8 INCHES AND THE DISK IS STAMPED MAST 1956.
 QK0511'
 QK0511'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 23 AND CITY
 QK0511'ROUTE 23, WHICH IS ABOUT 0.75
 QK0511'MILE NORTHWEST OF THE POST OFFICE IN ROGERS CITY, GO NORTHWEST ON
 QK0511'U.S.  HIGHWAY 23 FOR 13.25 MILES
 QK0511'TO CONCRETE BRIDGE OVER THE OCQUEOC RIVER.  CONTINUE NORTHWEST
 QK0511'ON U.S. HIGHWAY 23 FOR 7.4 MILES TO THE
 QK0511'STATION ON THE RIGHT AS DESCRIBED.
 QK0511'
 QK0511'REFERENCE MARK 1 IS 33 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 QK0511'23 AND 58 FEET SOUTH OF THE
 QK0511'TRIANGULAR BLAZED 8 INCH CEDAR TREE.  THE MARK PROJECTS ABOUT 8
 QK0511'INCHES AND THE DISK IS STAMPED MAST
 QK0511'NO 1 1956.
 QK0511'
 QK0511'REFERENCE MARK 2 IS 34 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY
 QK0511'23 AND 102 FEET NORTH OF A WHITE
 QK0511'WITNESS POST.  THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS
 QK0511'STAMPED MAST NO 2 1956.
 QK0511'
 QK0511'MAST (USLS) IS 158 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 23,
 QK0511'111 FEET NORTHEAST OF A WHITE
 QK0511'WITNESS POST AND ABOUT 100 FEET SOUTHWEST OF THE SOUTH SHORE OF LAKE
 QK0511'HURON, SET IN A THICKET OF
 QK0511'SMALL CEDAR TREES.  THE MARK IS A STANDARD U.S. LAKE SURVEY
 QK0511'STATION MARK DISK CEMENTED IN THE TOP OF A 10
 QK0511'INCH CONCRETE POST SURROUNDED BY A MASS
 QK0511'OF ROCKS.  THE LETTERING U.S. AND 1909 IS STENCILED IN THE EAST
 QK0511'AND WEST SIDES OF THE CONCRETE
 QK0511'POST AND THE DISK IS STAMPED MAST 1909 S.
 QK0511'
 QK0511'THE AZIMUTH MARK IS 71 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 QK0511'23 AND 3 FEET SOUTH OF A WHITE
 QK0511'WITNESS POST.  THE MARK PROJECTS ABOUT 10 INCHES AND THE DISK IS
 QK0511'STAMPED MAST 1956.
 QK0511'
 QK0511'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 QK0511'HIGHWAY 23 FOR 0.25 MILE TO
 QK0511'THE MARK ON THE LEFT AS DESCRIBED.
 QK0511'
 QK0511'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 QK0511
 QK0511                          STATION RECOVERY (1977)
 QK0511
 QK0511'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1977 (RS)
 QK0511'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 QK0511
 QK0511                          STATION RECOVERY (1983)
 QK0511
 QK0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 QK0511'35.9 KM (22.3 MI) NW FROM ROGERS CITY.
 QK0511'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0511'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 34.1 KM (21.2 MI)
 QK0511'NORTHWEST ALONG THE HIGHWAY, 2.2 KM (1.4 MI) SOUTHEAST ALONG HIGHWAY
 QK0511'23 FROM THE ENTRANCE ROAD TO HAMMOND BAY REFUGE HARBOR, 11.7 KM
 QK0511'(7.3 MI) NORTH ALONG HIGHWAY 23 FROM THE BRIDGE OVER THE OCQUEOC
 QK0511'RIVER, 33.68 METERS (110.52 FT) SOUTHWEST OF STATION MAST 1909 S USLS,
 QK0511'14.08 METERS (46.2 FT) NORTHEAST OF THE CENTERLINE OF HIGHWAY 23, AND
 QK0511'3.53 METERS (11.6 FT) NORTHWEST OF THE WEST ONE OF TWO 0.21 METER
 QK0511'(0.7 FT) DIAMETER CEDAR TREES.
 QK0511'THE MARK IS 0.36 METERS  NE FROM A WITNESS POST.
 QK0511'THE MARK IS 0.76 M BELOW HIGHWAY 23.
 QK0511
 QK0511                          STATION RECOVERY (1984)
 QK0511
 QK0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0511'STATION IS LOCATED IN QUAD. 450841, ABOUT 30.6 KM (19.01 MI) NORTHEAST
 QK0511'FROM ROGERS CITY, 27.4 KM (17.03 MI) SOUTHEAST FROM CHEBOYGAN, 25.75
 QK0511'KM (16.00 MI) NORTHEAST FROM ONAWAY, ON THE NORTHEAST SIDE OF U.S.
 QK0511'HIGHWAY 23 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 QK0511'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 23 AND CITY ROUTE 23, WHICH
 QK0511'IS ABOUT 1.2 KM (0.75 MI) NORTHWEST OF THE POST OFFICE IN ROGERS CITY
 QK0511', GO NORTHWEST ON HIGHWAY 23 FOR 21.3 KM (13.24 MI) TO A CONCRETE
 QK0511'BRIDGE OVER THE OCQUEOC RIVER.  CONTINUE NORTHWEST ON HIGHWAY 23 FOR
 QK0511'11.9 KM (7.39 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.
 QK0511'STATION IS SET PROJECTING ABOUT 8 INCHES ABOVE THE GROUND.  IT IS
 QK0511'LOCATED 61.0 M (200.13 FT) SOUTHWEST FROM THE SOUTH SHORE OF LAKE
 QK0511'HURON, 14.3 M (46.92 FT) NORTHEAST FROM THE CENTER OF U.S. HIGHWAY
 QK0511'23, 8.5 M (27.89 FT) NORTH FROM A TRIANGULAR BLAZED CEDAR TREE AND
 QK0511'3.1 M (10.17 FT) NORTHEAST FROM A W.P.
 QK0511'A TRAVERSE CONNECTION WAS MADE TO STATION MAST 1956 AZIMUTH USING
 QK0511'ELECTRONIC DISTANCE MEASURING EQUIPMENT.
 QK0511'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QK0511'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0568 ***********************************************************************
 QK0568  DESIGNATION -  MAST
 QK0568  PID         -  QK0568
 QK0568  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0568  USGS QUAD   -  ONAWAY (1986)
 QK0568
 QK0568                         *CURRENT SURVEY CONTROL
 QK0568  ___________________________________________________________________
 QK0568* NAD 83(1994)-  45 34 28.60275(N)    084 08 26.17627(W)     ADJUSTED  
 QK0568* NAVD 88     -       179.     (meters)     587.     (feet)  SCALED    
 QK0568  ___________________________________________________________________
 QK0568  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 QK0568  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 QK0568
 QK0568  HORZ ORDER  -  SECOND
 QK0568
 QK0568.The horizontal coordinates were established by classical geodetic methods
 QK0568.and adjusted by the National Geodetic Survey in February 1997..
 QK0568
 QK0568.The orthometric height was scaled from a topographic map.
 QK0568
 QK0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0568
 QK0568.The geoid height was determined by GEOID03.
 QK0568
 QK0568;                    North         East     Units Scale Factor Converg.
 QK0568;SPC MI C     -   250,933.152 6,017,644.736   MT  0.99997342   +0 09 34.9
 QK0568;SPC MI C     -   823,271.50 19,742,928.92   iFT  0.99997342   +0 09 34.9
 QK0568;UTM  16      - 5,050,763.079   723,098.431   MT  1.00021198   +2 02 34.5
 QK0568
 QK0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0568!SPC MI C     -   0.99997767  x   0.99997342  =   0.99995109
 QK0568!UTM  16      -   0.99997767  x   1.00021198  =   1.00018965
 QK0568
 QK0568                          SUPERSEDED SURVEY CONTROL
 QK0568
 QK0568  NAD 83(1986)-  45 34 28.59369(N)    084 08 26.17609(W) AD(       ) 2
 QK0568  NAD 27      -  45 34 28.54500(N)    084 08 26.11900(W) AD(       ) 2
 QK0568
 QK0568.Superseded values are not recommended for survey control.
 QK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0568.See file dsdata.txt to determine how the superseded data were derived.
 QK0568
 QK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2309850763(NAD 83)
 QK0568_MARKER: DD = SURVEY DISK
 QK0568_SETTING: 0 = UNSPECIFIED SETTING
 QK0568
 QK0568  HISTORY     - Date     Condition        Report By
 QK0568  HISTORY     - 1851     MONUMENTED       USLS
 QK0568  HISTORY     - 1977     GOOD             NOSAMC
 QK0568
 QK0568                          STATION DESCRIPTION
 QK0568
 QK0568'DESCRIBED BY US LAKE SURVEY 1851
 QK0568'ON MAST POINT, ON WEST SIDE OF HAMMOND BAY, ON SHORE OF LAKE HURON,
 QK0568'ABOUT 1.7 MILES NORTHWESTERLY FROM DOCK AT GRACE.
 QK0568'
 QK0568'MAST 1851 U.S.L.S. IS A CROSS ON A BRONZE DISK, SET IN THE TOP OF A
 QK0568'CONCRETE POST EXTENDING 10 IN. ABOVE GROUND.
 QK0568
 QK0568                          STATION RECOVERY (1977)
 QK0568
 QK0568'RECOVERY NOTE BY NOS ATLANTIC MARINE CENTER 1977 (RS)
 QK0568'STATION RECOVERED IN SAME CONDITION AS PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0509 ***********************************************************************
 QK0509  DESIGNATION -  MAST AZ MK
 QK0509  PID         -  QK0509
 QK0509  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0509  USGS QUAD   -  ONAWAY (1986)
 QK0509
 QK0509                         *CURRENT SURVEY CONTROL
 QK0509  ___________________________________________________________________
 QK0509* NAD 83(1994)-  45 34 35.20022(N)    084 08 42.08037(W)     ADJUSTED  
 QK0509* NAVD 88     -       179.294  (meters)     588.23   (feet)  ADJUSTED  
 QK0509  ___________________________________________________________________
 QK0509  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 QK0509  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 QK0509  DYNAMIC HT  -         179.289 (meters)     588.22  (feet)  COMP
 QK0509  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QK0509
 QK0509  HORZ ORDER  -  THIRD
 QK0509  VERT ORDER  -  FIRST     CLASS II
 QK0509
 QK0509.The horizontal coordinates were established by classical geodetic methods
 QK0509.and adjusted by the National Geodetic Survey in February 1997..
 QK0509
 QK0509.The orthometric height was determined by differential leveling
 QK0509.and adjusted by the National Geodetic Survey in June 1991..
 QK0509
 QK0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 QK0509
 QK0509.The geoid height was determined by GEOID03.
 QK0509
 QK0509.The dynamic height is computed by dividing the NAVD 88
 QK0509.geopotential number by the normal gravity value computed on the
 QK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0509.degrees latitude (g = 980.6199 gals.).
 QK0509
 QK0509.The modeled gravity was interpolated from observed gravity values.
 QK0509
 QK0509;                    North         East     Units Scale Factor Converg.
 QK0509;SPC MI C     -   251,135.878 6,017,299.360   MT  0.99997377   +0 09 23.7
 QK0509;SPC MI C     -   823,936.61 19,741,795.80   iFT  0.99997377   +0 09 23.7
 QK0509;UTM  16      - 5,050,954.392   722,746.495   MT  1.00021005   +2 02 23.3
 QK0509
 QK0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 QK0509!SPC MI C     -   0.99997762  x   0.99997377  =   0.99995139
 QK0509!UTM  16      -   0.99997762  x   1.00021005  =   1.00018766
 QK0509
 QK0509                          SUPERSEDED SURVEY CONTROL
 QK0509
 QK0509  NAD 83(1986)-  45 34 35.19168(N)    084 08 42.07973(W) AD(       ) 3
 QK0509  NGVD 29 (12/07/92)  179.     (m)          587.     (f) VERT ANG       
 QK0509
 QK0509.Superseded values are not recommended for survey control.
 QK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 QK0509.See file dsdata.txt to determine how the superseded data were derived.
 QK0509
 QK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR2274650954(NAD 83)
 QK0509_MARKER: DZ = AZIMUTH MARK DISK
 QK0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0509_SP_SET: CONCRETE POST
 QK0509_STAMPING: MAST 1956
 QK0509_MARK LOGO: CGS   
 QK0509_PROJECTION: PROJECTING 10 CENTIMETERS
 QK0509_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0509+STABILITY: SURFACE MOTION
 QK0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0509+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1984
 QK0509
 QK0509  HISTORY     - Date     Condition        Report By
 QK0509  HISTORY     - 1956     MONUMENTED       CGS
 QK0509  HISTORY     - 1983     GOOD             NGS
 QK0509  HISTORY     - 19840921 GOOD             NGS
 QK0509  HISTORY     - 20040813 MARK NOT FOUND   USPSQD
 QK0509
 QK0509                          STATION DESCRIPTION
 QK0509
 QK0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0509'38.1 KM (23.7 MI) NW FROM ROGERS CITY.
 QK0509'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0509'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 34.5 KM (21.45 MI)
 QK0509'NORTHWEST ALONG HIGHWAY 23, 1.8 KM (1.15 MI) SOUTHEAST ALONG HIGHWAY
 QK0509'23 FROM THE ENTRANCE ROAD TO THE HAMMOND BAY REFUSE HARBOR, AT A POINT
 QK0509'ABOUT 95.7 METERS (315.0 FT) SOUTHEAST OF A BLACK TOPPED DRIVEWAY
 QK0509'LEADING SOUTHWEST, 21.64 METERS (71.0 FT) SOUTHWEST OF THE CENTERLINE
 QK0509'OF THE HIGHWAY, 12.49 METERS (41.5 FT) NORTHWEST OF A 0.51-METER
 QK0509'(1.7-FT) DIAMETER PINE TREE, 5.66 METERS (18.6 FT) EAST-NORTHEAST OF A
 QK0509'0.36 METER (12.0 FT) PINE TREE, 95.70 METERS (314.0 FT) SOUTHEAST OF
 QK0509'THE CENTER OF A BLACK TOPPED DRIVEWAY LEADING NORTHWEST TO 17061 U.S.
 QK0509'HIGHWAY 23, AND 0.7 METER (2.3 FT) SOUTH-SOUTHEAST OF A FOUR BY FOUR
 QK0509'WOOD POST PROJECTING 0.51 METER (1.7 FT).
 QK0509'THE MARK IS 0.48 METERS  N FROM A WITNESS POST.
 QK0509'THE MARK IS 0.3 M BELOW HIGHWAY 23.
 QK0509
 QK0509                          STATION RECOVERY (1984)
 QK0509
 QK0509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0509'STATION IS LOCATED IN QUAD. 450841, ABOUT 30.6 KM (19.01 MI) NORTHEAST
 QK0509'FROM ROGERS CITY, 27.4 KM (17.03 MI) SOUTHEAST FROM CHEBOYGAN, 25.75
 QK0509'KM (16.00 MI) NORTHEAST FROM ONAWAY, ON THE NORTHEAST SIDE OF U.S.
 QK0509'HIGHWAY 23 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 QK0509'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 23 AND CITY ROUTE 23, WHICH
 QK0509'IS ABOUT 1.2 KM (0.75 MI) NORTHWEST OF THE POST OFFICE IN ROGERS CITY
 QK0509', GO NORTHWEST ON HIGHWAY 23 FOR 21.3 KM (13.24 MI) TO A CONCRETE
 QK0509'BRIDGE OVER THE OCQUEOC RIVER.  CONTINUE NORTHWEST ON HIGHWAY 23 FOR
 QK0509'12.32KM TO THE STATION ON THE LEFT AS DESCRIBED, JUST INSIDE THE
 QK0509'WOODS LINE.
 QK0509'AZIMUTH MARK IS SET PROJECTING ABOUT 6 INCHES.  IT IS LOCATED 21.64 M
 QK0509'(71.00 FT) SOUTHWEST FROM THE CENTER OF U.S. HIGHWAY 23, 0.91 M
 QK0509'(2.99 FT) SOUTH FROM A 4 X 4 INCH WOODEN WITNESS POST AND 0.61 M
 QK0509'(2.00 FT) NORTH FROM A W.P.
 QK0509'A TRAVERSE CONNECTION WAS MADE TO STATION MAST 1956 USING ELECTRONIC
 QK0509'DISTANCE MEASURING EQUIPMENT.
 QK0509'HEIGHT OF TARGET SHOWN ABOVE THE MARK WAS 1.5 METERS.
 QK0509'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
 QK0509
 QK0509                          STATION RECOVERY (2004)
 QK0509
 QK0509'RECOVERY NOTE BY US POWER SQUADRON 2004 (JLS)
 QK0509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0512 ***********************************************************************
 QK0512  DESIGNATION -  MAST RM 1
 QK0512  PID         -  QK0512
 QK0512  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0512  USGS QUAD   -  ONAWAY (1986)
 QK0512
 QK0512                         *CURRENT SURVEY CONTROL
 QK0512  ___________________________________________________________________
 QK0512* NAD 83(1986)-  45 34 28.     (N)    084 08 27.     (W)     SCALED    
 QK0512* NAVD 88     -       178.626  (meters)     586.04   (feet)  ADJUSTED  
 QK0512  ___________________________________________________________________
 QK0512  GEOID HEIGHT-         -36.53  (meters)                     GEOID03
 QK0512  DYNAMIC HT  -         178.621 (meters)     586.03  (feet)  COMP
 QK0512  MODELED GRAV-     980,585.7   (mgal)                       NAVD 88
 QK0512
 QK0512  VERT ORDER  -  FIRST     CLASS II
 QK0512
 QK0512.The horizontal coordinates were scaled from a topographic map and have
 QK0512.an estimated accuracy of +/- 6 seconds.
 QK0512
 QK0512.The orthometric height was determined by differential leveling
 QK0512.and adjusted by the National Geodetic Survey in June 1991..
 QK0512
 QK0512.The geoid height was determined by GEOID03.
 QK0512
 QK0512.The dynamic height is computed by dividing the NAVD 88
 QK0512.geopotential number by the normal gravity value computed on the
 QK0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 QK0512.degrees latitude (g = 980.6199 gals.).
 QK0512
 QK0512.The modeled gravity was interpolated from observed gravity values.
 QK0512
 QK0512;                    North         East    Units  Estimated Accuracy
 QK0512;SPC MI C     -   250,910.    6,017,630.      MT  (+/- 180 meters Scaled)
 QK0512
 QK0512                          SUPERSEDED SURVEY CONTROL
 QK0512
 QK0512.No superseded survey control is available for this station.
 QK0512
 QK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGR230507(NAD 83)
 QK0512_MARKER: DR = REFERENCE MARK DISK
 QK0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 QK0512_SP_SET: SQUARE CONCRETE MONUMENT
 QK0512_STAMPING: MAST NO 1 1956
 QK0512_MARK LOGO: CGS   
 QK0512_PROJECTION: PROJECTING 6 CENTIMETERS
 QK0512_MAGNETIC: N = NO MAGNETIC MATERIAL
 QK0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 QK0512+STABILITY: SURFACE MOTION
 QK0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 QK0512+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1984
 QK0512
 QK0512  HISTORY     - Date     Condition        Report By
 QK0512  HISTORY     - 1956     MONUMENTED       CGS
 QK0512  HISTORY     - 1983     GOOD             NGS
 QK0512  HISTORY     - 19840921 GOOD             NGS
 QK0512
 QK0512                          STATION DESCRIPTION
 QK0512
 QK0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 QK0512'35.9 KM (22.3 MI) NW FROM ROGERS CITY.
 QK0512'1.8 KM (1.1 MI) NORTHWEST ALONG U.S. HIGHWAY 23 BUSINESS (THIRD
 QK0512'STREET) FROM THE POST OFFICE IN ROGERS CITY, THENCE 34.1 KM (21.2 MI)
 QK0512'NORTHWEST ALONG THE HIGHWAY, 2.2 KM (1.4 MI) SOUTHEAST ALONG HIGHWAY
 QK0512'23 FROM THE ENTRANCE ROAD TO THE HAMMOND BAY REFUGE HARBOR,
 QK0512'10.05 METERS (33.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 QK0512'6.33 METERS (20.8 FT) SOUTH-SOUTHWEST OF A 0.18-METER (0.6-FT) BIRCH
 QK0512'TREE, AND 2.59 METERS (8.5 FT) WEST OF A 0.3-METER (1.0-FT) CEDAR
 QK0512'TREE.
 QK0512'THE MARK IS 0.46 METERS  WSW FROM A WITNESS POST.
 QK0512'THE MARK IS 0.7 M BELOW HIGHWAY 23.
 QK0512
 QK0512                          STATION RECOVERY (1984)
 QK0512
 QK0512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 QK0512'STATION IS LOCATED IN QUAD. 450841, ABOUT 30.6 KM (19.01 MI) NORTHEAST
 QK0512'FROM ROGERS CITY, 27.4 KM (17.03 MI) SOUTHEAST FROM CHEBOYGAN, 25.75
 QK0512'KM (16.00 MI) NORTHEAST FROM ONAWAY, ON THE NORTHEAST SIDE OF U.S.
 QK0512'HIGHWAY 23 AND ON HIGHWAY RIGHT-OF-WAY PROPERTY.
 QK0512'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 23 AND CITY ROUTE 23, WHICH
 QK0512'IS ABOUT 1.2 KM (0.75 MI) NORTHWEST OF THE POST OFFICE IN ROGERS CITY
 QK0512', GO NORTHWEST ON HIGHWAY 23 FOR 21.3 KM (13.24 MI) TO A CONCRETE
 QK0512'BRIDGE OVER THE OCQUEOC RIVER.  CONTINUE NORTHWEST ON HIGHWAY 23 FOR
 QK0512'11.9 KM (7.39 MI) TO THE STATION ON THE RIGHT AS DESCRIBED.
 QK0512'REFERENCE MARK 1 IS SET PROJECTING ABOUT 8 INCHES.  IT IS LOCATED
 QK0512'25.874 M (84.888 FT) SOUTHEAST FROM STATION MAST 1956, 17.68 M
 QK0512'(58.01 FT) SOUTH FROM A TRIANGULAR BLAZED CEDAR TREE AND 10.06 M
 QK0512'(33.01 FT) NORTHEAST FROM THE CENTER OF U.S. HIGHWAY 23.
 QK0512'RECOVERY BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 QK0510 ***********************************************************************
 QK0510  DESIGNATION -  MAST RM 2
 QK0510  PID         -  QK0510
 QK0510  STATE/COUNTY-  MI/PRESQUE ISLE
 QK0510  USGS QUAD   -  ONAWAY (1986)
 QK0510
 QK0510                         *CURRENT SURVEY CONTROL
 QK0510  ___________________________________________________________________
 QK0510* NAD 83(1986)-  45 34 28.     (N)    084 08 27.    